














                                  SURVEY CONTROL DATA
                                
                             STATE=MN
                             [OCTOBER  6, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4701 ***********************************************************************
 DG4701  DESIGNATION -  0105 A
 DG4701  PID         -  DG4701
 DG4701  STATE/COUNTY-  MN/AITKIN
 DG4701  USGS QUAD   -  SHOVEL LAKE (1996)
 DG4701
 DG4701                         *CURRENT SURVEY CONTROL
 DG4701  ___________________________________________________________________
 DG4701* NAD 83(1996)-  46 58 49.98600(N)    093 46 29.76011(W)     ADJUSTED  
 DG4701* NAVD 88     -       418.41   (meters)    1372.7    (feet)  LEVELING  
 DG4701  ___________________________________________________________________
 DG4701  X           -    -287,020.249 (meters)                     COMP
 DG4701  Y           -  -4,350,075.976 (meters)                     COMP
 DG4701  Z           -   4,640,574.886 (meters)                     COMP
 DG4701  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 DG4701  ELLIP HEIGHT-         389.68  (meters)          (03/16/04) GPS OBS
 DG4701  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG4701
 DG4701  HORZ ORDER  -  FIRST
 DG4701  VERT ORDER  -  THIRD ?
 DG4701  ELLP ORDER  -  THIRD     CLASS I
 DG4701
 DG4701.The horizontal coordinates were established by GPS observations
 DG4701.and adjusted by the MN DEPT OF TRANSP in March 2004..
 DG4701
 DG4701.The orthometric height was determined by differential leveling.
 DG4701.The vertical network tie was performed by a horz. field party for horz.
 DG4701.obs reductions. Reset procedures were used to establish the elevation.
 DG4701
 DG4701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4701
 DG4701.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4701
 DG4701.The ellipsoidal height was determined by GPS observations
 DG4701.and is referenced to NAD 83.
 DG4701
 DG4701.The geoid height was determined by GEOID03.
 DG4701
 DG4701;                    North         East     Units Scale Factor Converg.
 DG4701;SPC MN C     -   320,246.594   836,144.037   MT  0.99998556   +0 20 37.2
 DG4701;UTM  15      - 5,203,294.295   441,063.992   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  =   0.99958163
 DG4701
 DG4701                          SUPERSEDED SURVEY CONTROL
 DG4701
 DG4701.No superseded survey control is available for this station.
 DG4701
 DG4701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4106403294(NAD 83)
 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 - 2002
 DG4701_ROD/PIPE-DEPTH:  5.5 meters
 DG4701
 DG4701  HISTORY     - Date     Condition        Report By
 DG4701  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4702 ***********************************************************************
 DG4702  DESIGNATION -  0105 B
 DG4702  PID         -  DG4702
 DG4702  STATE/COUNTY-  MN/AITKIN
 DG4702  USGS QUAD   -  SHOVEL LAKE (1996)
 DG4702
 DG4702                         *CURRENT SURVEY CONTROL
 DG4702  ___________________________________________________________________
 DG4702* NAD 83(1996)-  46 59 04.43528(N)    093 45 06.86793(W)     ADJUSTED  
 DG4702* NAVD 88     -       416.66   (meters)    1367.0    (feet)  LEVELING  
 DG4702  ___________________________________________________________________
 DG4702  X           -    -285,250.621 (meters)                     COMP
 DG4702  Y           -  -4,349,864.198 (meters)                     COMP
 DG4702  Z           -   4,640,878.013 (meters)                     COMP
 DG4702  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 DG4702  ELLIP HEIGHT-         387.90  (meters)          (03/16/04) GPS OBS
 DG4702  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG4702
 DG4702  HORZ ORDER  -  FIRST
 DG4702  VERT ORDER  -  THIRD ?
 DG4702  ELLP ORDER  -  THIRD     CLASS I
 DG4702
 DG4702.The horizontal coordinates were established by GPS observations
 DG4702.and adjusted by the MN DEPT OF TRANSP in March 2004..
 DG4702
 DG4702.The orthometric height was determined by differential leveling.
 DG4702.The vertical network tie was performed by a horz. field party for horz.
 DG4702.obs reductions. Reset procedures were used to establish the elevation.
 DG4702
 DG4702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4702
 DG4702.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4702
 DG4702.The ellipsoidal height was determined by GPS observations
 DG4702.and is referenced to NAD 83.
 DG4702
 DG4702.The geoid height was determined by GEOID03.
 DG4702
 DG4702;                    North         East     Units Scale Factor Converg.
 DG4702;SPC MN C     -   320,703.545   837,893.044   MT  0.99998635   +0 21 37.1
 DG4702;UTM  15      - 5,203,723.257   442,819.431   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  =   0.99957940
 DG4702
 DG4702                          SUPERSEDED SURVEY CONTROL
 DG4702
 DG4702.No superseded survey control is available for this station.
 DG4702
 DG4702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4281903723(NAD 83)
 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 - 2002
 DG4702_ROD/PIPE-DEPTH:  9.1 meters
 DG4702
 DG4702  HISTORY     - Date     Condition        Report By
 DG4702  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4703 ***********************************************************************
 DG4703  DESIGNATION -  0105 C
 DG4703  PID         -  DG4703
 DG4703  STATE/COUNTY-  MN/AITKIN
 DG4703  USGS QUAD   -  SWATARA (1971)
 DG4703
 DG4703                         *CURRENT SURVEY CONTROL
 DG4703  ___________________________________________________________________
 DG4703* NAD 83(1996)-  46 59 13.13990(N)    093 41 31.01288(W)     ADJUSTED  
 DG4703* NAVD 88     -       415.02   (meters)    1361.6    (feet)  LEVELING  
 DG4703  ___________________________________________________________________
 DG4703  X           -    -280,685.625 (meters)                     COMP
 DG4703  Y           -  -4,349,963.043 (meters)                     COMP
 DG4703  Z           -   4,641,060.176 (meters)                     COMP
 DG4703  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 DG4703  ELLIP HEIGHT-         386.23  (meters)          (03/16/04) GPS OBS
 DG4703  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DG4703
 DG4703  HORZ ORDER  -  FIRST
 DG4703  VERT ORDER  -  THIRD ?
 DG4703  ELLP ORDER  -  THIRD     CLASS I
 DG4703
 DG4703.The horizontal coordinates were established by GPS observations
 DG4703.and adjusted by the MN DEPT OF TRANSP in March 2004..
 DG4703
 DG4703.The orthometric height was determined by differential leveling.
 DG4703.The vertical network tie was performed by a horz. field party for horz.
 DG4703.obs reductions. Reset procedures were used to establish the elevation.
 DG4703
 DG4703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4703
 DG4703.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4703
 DG4703.The ellipsoidal height was determined by GPS observations
 DG4703.and is referenced to NAD 83.
 DG4703
 DG4703.The geoid height was determined by GEOID03.
 DG4703
 DG4703;                    North         East     Units Scale Factor Converg.
 DG4703;SPC MN C     -   321,002.752   842,452.597   MT  0.99998684   +0 24 13.3
 DG4703;UTM  15      - 5,203,949.943   447,381.565   MT  0.99963403   -0 30 21.5
 DG4703
 DG4703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4703!SPC MN C     -   0.99993946  x   0.99998684  =   0.99992630
 DG4703!UTM  15      -   0.99993946  x   0.99963403  =   0.99957351
 DG4703
 DG4703:                Primary Azimuth Mark                     Grid Az
 DG4703:SPC MN C     -  0105 D                                   086 58 11.7
 DG4703:UTM  15      -  0105 D                                   087 52 46.5
 DG4703
 DG4703|---------------------------------------------------------------------|
 DG4703| PID    Reference Object                     Distance      Geod. Az  |
 DG4703|                                                           dddmmss.s |
 DG4703| DG4704 0105 D                              APPROX. 1.2 KM 0872225.0 |
 DG4703|---------------------------------------------------------------------|
 DG4703
 DG4703                          SUPERSEDED SURVEY CONTROL
 DG4703
 DG4703.No superseded survey control is available for this station.
 DG4703
 DG4703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4738203950(NAD 83)
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4704 ***********************************************************************
 DG4704  DESIGNATION -  0105 D
 DG4704  PID         -  DG4704
 DG4704  STATE/COUNTY-  MN/AITKIN
 DG4704  USGS QUAD   -  SWATARA (1971)
 DG4704
 DG4704                         *CURRENT SURVEY CONTROL
 DG4704  ___________________________________________________________________
 DG4704* NAD 83(1996)-  46 59 14.87815(N)    093 40 35.51755(W)     ADJUSTED  
 DG4704* NAVD 88     -       417.48   (meters)    1369.7    (feet)  LEVELING  
 DG4704  ___________________________________________________________________
 DG4704  X           -    -279,512.852 (meters)                     COMP
 DG4704  Y           -  -4,350,000.893 (meters)                     COMP
 DG4704  Z           -   4,641,098.580 (meters)                     COMP
 DG4704  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 DG4704  ELLIP HEIGHT-         388.67  (meters)          (03/16/04) GPS OBS
 DG4704  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DG4704
 DG4704  HORZ ORDER  -  FIRST
 DG4704  VERT ORDER  -  THIRD ?
 DG4704  ELLP ORDER  -  THIRD     CLASS I
 DG4704
 DG4704.The horizontal coordinates were established by GPS observations
 DG4704.and adjusted by the MN DEPT OF TRANSP in March 2004..
 DG4704
 DG4704.The orthometric height was determined by differential leveling.
 DG4704.The vertical network tie was performed by a horz. field party for horz.
 DG4704.obs reductions. Reset procedures were used to establish the elevation.
 DG4704
 DG4704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4704
 DG4704.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4704
 DG4704.The ellipsoidal height was determined by GPS observations
 DG4704.and is referenced to NAD 83.
 DG4704
 DG4704.The geoid height was determined by GEOID03.
 DG4704
 DG4704;                    North         East     Units Scale Factor Converg.
 DG4704;SPC MN C     -   321,064.804   843,624.879   MT  0.99998693   +0 24 53.4
 DG4704;UTM  15      - 5,203,993.363   448,554.270   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  =   0.99957163
 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.No superseded survey control is available for this station.
 DG4704
 DG4704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4855403993(NAD 83)
 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 - 2002
 DG4704_ROD/PIPE-DEPTH:  6.1 meters
 DG4704
 DG4704  HISTORY     - Date     Condition        Report By
 DG4704  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4705 ***********************************************************************
 DG4705  DESIGNATION -  0105 E
 DG4705  PID         -  DG4705
 DG4705  STATE/COUNTY-  MN/AITKIN
 DG4705  USGS QUAD   -  SWATARA (1971)
 DG4705
 DG4705                         *CURRENT SURVEY CONTROL
 DG4705  ___________________________________________________________________
 DG4705* NAD 83(1996)-  46 59 11.87689(N)    093 39 20.24000(W)     ADJUSTED  
 DG4705* NAVD 88     -       410.96   (meters)    1348.3    (feet)  LEVELING  
 DG4705  ___________________________________________________________________
 DG4705  X           -    -277,929.311 (meters)                     COMP
 DG4705  Y           -  -4,350,165.795 (meters)                     COMP
 DG4705  Z           -   4,641,030.571 (meters)                     COMP
 DG4705  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 DG4705  ELLIP HEIGHT-         382.13  (meters)          (03/16/04) GPS OBS
 DG4705  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DG4705
 DG4705  HORZ ORDER  -  FIRST
 DG4705  VERT ORDER  -  THIRD ?
 DG4705  ELLP ORDER  -  THIRD     CLASS I
 DG4705
 DG4705.The horizontal coordinates were established by GPS observations
 DG4705.and adjusted by the MN DEPT OF TRANSP in March 2004..
 DG4705
 DG4705.The orthometric height was determined by differential leveling.
 DG4705.The vertical network tie was performed by a horz. field party for horz.
 DG4705.obs reductions. Reset procedures were used to establish the elevation.
 DG4705
 DG4705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4705
 DG4705.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4705
 DG4705.The ellipsoidal height was determined by GPS observations
 DG4705.and is referenced to NAD 83.
 DG4705
 DG4705.The geoid height was determined by GEOID03.
 DG4705
 DG4705;                    North         East     Units Scale Factor Converg.
 DG4705;SPC MN C     -   320,983.854   845,216.246   MT  0.99998677   +0 25 47.9
 DG4705;UTM  15      - 5,203,887.203   450,143.587   MT  0.99963055   -0 28 45.8
 DG4705
 DG4705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4705!SPC MN C     -   0.99994010  x   0.99998677  =   0.99992688
 DG4705!UTM  15      -   0.99994010  x   0.99963055  =   0.99957068
 DG4705
 DG4705                          SUPERSEDED SURVEY CONTROL
 DG4705
 DG4705.No superseded survey control is available for this station.
 DG4705
 DG4705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5014403887(NAD 83)
 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     - 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 (2006)
 DG4705
 DG4705'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 DG4705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4706 ***********************************************************************
 DG4706  DESIGNATION -  0105 F
 DG4706  PID         -  DG4706
 DG4706  STATE/COUNTY-  MN/AITKIN
 DG4706  USGS QUAD   -  SWATARA (1971)
 DG4706
 DG4706                         *CURRENT SURVEY CONTROL
 DG4706  ___________________________________________________________________
 DG4706* NAD 83(1996)-  46 59 09.96040(N)    093 37 44.82313(W)     ADJUSTED  
 DG4706* NAVD 88     -       392.24   (meters)    1286.9    (feet)  LEVELING  
 DG4706  ___________________________________________________________________
 DG4706  X           -    -275,918.852 (meters)                     COMP
 DG4706  Y           -  -4,350,324.343 (meters)                     COMP
 DG4706  Z           -   4,640,976.508 (meters)                     COMP
 DG4706  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 DG4706  ELLIP HEIGHT-         363.41  (meters)          (03/16/04) GPS OBS
 DG4706  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DG4706
 DG4706  HORZ ORDER  -  FIRST
 DG4706  VERT ORDER  -  THIRD ?
 DG4706  ELLP ORDER  -  THIRD     CLASS I
 DG4706
 DG4706.The horizontal coordinates were established by GPS observations
 DG4706.and adjusted by the MN DEPT OF TRANSP in March 2004..
 DG4706
 DG4706.The orthometric height was determined by differential leveling.
 DG4706.The vertical network tie was performed by a horz. field party for horz.
 DG4706.obs reductions. Reset procedures were used to establish the elevation.
 DG4706
 DG4706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4706
 DG4706.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4706
 DG4706.The ellipsoidal height was determined by GPS observations
 DG4706.and is referenced to NAD 83.
 DG4706
 DG4706.The geoid height was determined by GEOID03.
 DG4706
 DG4706;                    North         East     Units Scale Factor Converg.
 DG4706;SPC MN C     -   320,940.143   847,232.967   MT  0.99998666   +0 26 56.9
 DG4706;UTM  15      - 5,203,811.520   452,158.640   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.No superseded survey control is available for this station.
 DG4706
 DG4706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5215903812(NAD 83)
 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     - 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 (2006)
 DG4706
 DG4706'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHG)
 DG4706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6950 ***********************************************************************
 DG6950  DESIGNATION -  0108 C
 DG6950  PID         -  DG6950
 DG6950  STATE/COUNTY-  MN/AITKIN
 DG6950  USGS QUAD   -  MALMO (1973)
 DG6950
 DG6950                         *CURRENT SURVEY CONTROL
 DG6950  ___________________________________________________________________
 DG6950* NAD 83(1986)-  46 17 27.     (N)    093 31 55.     (W)     SCALED    
 DG6950* NAVD 88     -       385.914  (meters)    1266.12   (feet)  ADJUSTED  
 DG6950  ___________________________________________________________________
 DG6950  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DG6950  DYNAMIC HT  -         385.924 (meters)    1266.15  (feet)  COMP
 DG6950  MODELED GRAV-     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
 DG6950.and adjusted by the National Geodetic Survey in December 2004..
 DG6950
 DG6950.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG6951 ***********************************************************************
 DG6951  DESIGNATION -  0108 D
 DG6951  PID         -  DG6951
 DG6951  STATE/COUNTY-  MN/AITKIN
 DG6951  USGS QUAD   -  MALMO (1973)
 DG6951
 DG6951                         *CURRENT SURVEY CONTROL
 DG6951  ___________________________________________________________________
 DG6951* NAD 83(1986)-  46 18 40.     (N)    093 31 36.     (W)     SCALED    
 DG6951* NAVD 88     -       387.682  (meters)    1271.92   (feet)  ADJUSTED  
 DG6951  ___________________________________________________________________
 DG6951  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DG6951  DYNAMIC HT  -         387.693 (meters)    1271.96  (feet)  COMP
 DG6951  MODELED GRAV-     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
 DG6951.and adjusted by the National Geodetic Survey in December 2004..
 DG6951
 DG6951.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG6952 ***********************************************************************
 DG6952  DESIGNATION -  0108 E
 DG6952  PID         -  DG6952
 DG6952  STATE/COUNTY-  MN/AITKIN
 DG6952  USGS QUAD   -  MALMO (1973)
 DG6952
 DG6952                         *CURRENT SURVEY CONTROL
 DG6952  ___________________________________________________________________
 DG6952* NAD 83(1986)-  46 19 23.     (N)    093 31 18.     (W)     SCALED    
 DG6952* NAVD 88     -       387.303  (meters)    1270.68   (feet)  ADJUSTED  
 DG6952  ___________________________________________________________________
 DG6952  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DG6952  DYNAMIC HT  -         387.314 (meters)    1270.71  (feet)  COMP
 DG6952  MODELED GRAV-     980,632.2   (mgal)                       NAVD 88
 DG6952
 DG6952  VERT ORDER  -  SECOND    CLASS I
 DG6952
 DG6952.The horizontal coordinates were scaled from a topographic map and have
 DG6952.an estimated accuracy of +/- 6 seconds.
 DG6952
 DG6952.The orthometric height was determined by differential leveling
 DG6952.and adjusted by the National Geodetic Survey in December 2004..
 DG6952
 DG6952.The geoid height was determined by GEOID03.
 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.      856,090.      MT  (+/- 180 meters Scaled)
 DG6952
 DG6952                          SUPERSEDED SURVEY CONTROL
 DG6952
 DG6952.No superseded survey control is available for this station.
 DG6952
 DG6952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM598300(NAD 83)
 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_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 - October 31, 2000
 DG6952
 DG6952  HISTORY     - Date     Condition        Report By
 DG6952  HISTORY     - 1968     MONUMENTED       MNHD
 DG6952  HISTORY     - 20001031 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4786 ***********************************************************************
 DF4786  DESIGNATION -  0108 J
 DF4786  PID         -  DF4786
 DF4786  STATE/COUNTY-  MN/AITKIN
 DF4786  USGS QUAD   -  GLEN (1973)
 DF4786
 DF4786                         *CURRENT SURVEY CONTROL
 DF4786  ___________________________________________________________________
 DF4786* NAD 83(1996)-  46 24 12.14406(N)    093 30 57.48477(W)     ADJUSTED  
 DF4786* NAVD 88     -       392.629  (meters)    1288.15   (feet)  ADJUSTED  
 DF4786  ___________________________________________________________________
 DF4786  X           -    -270,218.329 (meters)                     COMP
 DF4786  Y           -  -4,397,915.748 (meters)                     COMP
 DF4786  Z           -   4,596,544.546 (meters)                     COMP
 DF4786  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 DF4786  ELLIP HEIGHT-         365.02  (meters)          (03/21/03) GPS OBS
 DF4786  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DF4786  DYNAMIC HT  -         392.643 (meters)    1288.20  (feet)  COMP
 DF4786  MODELED GRAV-     980,638.2   (mgal)                       NAVD 88
 DF4786
 DF4786  HORZ ORDER  -  FIRST
 DF4786  VERT ORDER  -  SECOND    CLASS I
 DF4786  ELLP ORDER  -  THIRD     CLASS II
 DF4786
 DF4786.The horizontal coordinates were established by GPS observations
 DF4786.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4786
 DF4786.The orthometric height was determined by differential leveling
 DF4786.and adjusted by the National Geodetic Survey in December 2004..
 DF4786
 DF4786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4786
 DF4786.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4786
 DF4786.The ellipsoidal height was determined by GPS observations
 DF4786.and is referenced to NAD 83.
 DF4786
 DF4786.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4786;SPC MN C     -   256,241.290   856,440.767   MT  0.99992273   +0 31 51.6
 DF4786;UTM  15      - 5,138,995.959   460,338.748   MT  0.99961934   -0 22 25.2
 DF4786
 DF4786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4786!SPC MN C     -   0.99994278  x   0.99992273  =   0.99986552
 DF4786!UTM  15      -   0.99994278  x   0.99961934  =   0.99956214
 DF4786
 DF4786:                Primary Azimuth Mark                     Grid Az
 DF4786:SPC MN C     -  0108 K                                   356 26 36.6
 DF4786:UTM  15      -  0108 K                                   357 20 53.4
 DF4786
 DF4786|---------------------------------------------------------------------|
 DF4786| PID    Reference Object                     Distance      Geod. Az  |
 DF4786|                                                           dddmmss.s |
 DF4786| DF4787 0108 K                              APPROX. 1.6 KM 3565828.2 |
 DF4786|---------------------------------------------------------------------|
 DF4786
 DF4786                          SUPERSEDED SURVEY CONTROL
 DF4786
 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: 15TVM6033938996(NAD 83)
 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 - October 30, 2000
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4787 ***********************************************************************
 DF4787  DESIGNATION -  0108 K
 DF4787  PID         -  DF4787
 DF4787  STATE/COUNTY-  MN/AITKIN
 DF4787  USGS QUAD   -  GLEN (1973)
 DF4787
 DF4787                         *CURRENT SURVEY CONTROL
 DF4787  ___________________________________________________________________
 DF4787* NAD 83(1996)-  46 25 04.07850(N)    093 31 01.45372(W)     ADJUSTED  
 DF4787* NAVD 88     -       397.116  (meters)    1302.87   (feet)  ADJUSTED  
 DF4787  ___________________________________________________________________
 DF4787  X           -    -270,231.885 (meters)                     COMP
 DF4787  Y           -  -4,396,754.237 (meters)                     COMP
 DF4787  Z           -   4,597,653.499 (meters)                     COMP
 DF4787  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DF4787  ELLIP HEIGHT-         369.47  (meters)          (03/21/03) GPS OBS
 DF4787  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DF4787  DYNAMIC HT  -         397.131 (meters)    1302.92  (feet)  COMP
 DF4787  MODELED GRAV-     980,639.0   (mgal)                       NAVD 88
 DF4787
 DF4787  HORZ ORDER  -  FIRST
 DF4787  VERT ORDER  -  SECOND    CLASS I
 DF4787  ELLP ORDER  -  THIRD     CLASS II
 DF4787
 DF4787.The horizontal coordinates were established by GPS observations
 DF4787.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4787
 DF4787.The orthometric height was determined by differential leveling
 DF4787.and adjusted by the National Geodetic Survey in December 2004..
 DF4787
 DF4787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4787
 DF4787.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4787
 DF4787.The ellipsoidal height was determined by GPS observations
 DF4787.and is referenced to NAD 83.
 DF4787
 DF4787.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4787;SPC MN C     -   257,843.923   856,341.160   MT  0.99992307   +0 31 48.7
 DF4787;UTM  15      - 5,140,599.478   460,264.481   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  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_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 - October 30, 2000
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4788 ***********************************************************************
 DF4788  DESIGNATION -  0108 L
 DF4788  PID         -  DF4788
 DF4788  STATE/COUNTY-  MN/AITKIN
 DF4788  USGS QUAD   -  GLEN (1973)
 DF4788
 DF4788                         *CURRENT SURVEY CONTROL
 DF4788  ___________________________________________________________________
 DF4788* NAD 83(1996)-  46 26 48.96657(N)    093 30 55.41656(W)     ADJUSTED  
 DF4788* NAVD 88     -       397.050  (meters)    1302.65   (feet)  ADJUSTED  
 DF4788  ___________________________________________________________________
 DF4788  X           -    -269,959.295 (meters)                     COMP
 DF4788  Y           -  -4,394,419.702 (meters)                     COMP
 DF4788  Z           -   4,599,885.690 (meters)                     COMP
 DF4788  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DF4788  ELLIP HEIGHT-         369.35  (meters)          (03/21/03) GPS OBS
 DF4788  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DF4788  DYNAMIC HT  -         397.065 (meters)    1302.70  (feet)  COMP
 DF4788  MODELED GRAV-     980,640.6   (mgal)                       NAVD 88
 DF4788
 DF4788  HORZ ORDER  -  FIRST
 DF4788  VERT ORDER  -  SECOND    CLASS I
 DF4788  ELLP ORDER  -  THIRD     CLASS II
 DF4788
 DF4788.The horizontal coordinates were established by GPS observations
 DF4788.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4788
 DF4788.The orthometric height was determined by differential leveling
 DF4788.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4788
 DF4788.The ellipsoidal height was determined by GPS observations
 DF4788.and is referenced to NAD 83.
 DF4788
 DF4788.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4788;SPC MN C     -   261,083.434   856,440.033   MT  0.99992393   +0 31 53.1
 DF4788;UTM  15      - 5,143,836.039   460,414.454   MT  0.99961926   -0 22 24.7
 DF4788
 DF4788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4788!SPC MN C     -   0.99994210  x   0.99992393  =   0.99986604
 DF4788!UTM  15      -   0.99994210  x   0.99961926  =   0.99956139
 DF4788
 DF4788                          SUPERSEDED SURVEY CONTROL
 DF4788
 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_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 = OCTOBER  6, 2006
 DG6953 ***********************************************************************
 DG6953  DESIGNATION -  0108 M
 DG6953  PID         -  DG6953
 DG6953  STATE/COUNTY-  MN/AITKIN
 DG6953  USGS QUAD   -  GLEN (1973)
 DG6953
 DG6953                         *CURRENT SURVEY CONTROL
 DG6953  ___________________________________________________________________
 DG6953* NAD 83(1986)-  46 27 28.     (N)    093 30 58.     (W)     SCALED    
 DG6953* NAVD 88     -       404.237  (meters)    1326.23   (feet)  ADJUSTED  
 DG6953  ___________________________________________________________________
 DG6953  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DG6953  DYNAMIC HT  -         404.253 (meters)    1326.29  (feet)  COMP
 DG6953  MODELED GRAV-     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
 DG6953.and adjusted by the National Geodetic Survey in December 2004..
 DG6953
 DG6953.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF4789 ***********************************************************************
 DF4789  DESIGNATION -  0108 N
 DF4789  PID         -  DF4789
 DF4789  STATE/COUNTY-  MN/AITKIN
 DF4789  USGS QUAD   -  GLEN (1973)
 DF4789
 DF4789                         *CURRENT SURVEY CONTROL
 DF4789  ___________________________________________________________________
 DF4789* NAD 83(1996)-  46 28 08.22774(N)    093 31 50.68221(W)     ADJUSTED  
 DF4789* NAVD 88     -       401.399  (meters)    1316.92   (feet)  ADJUSTED  
 DF4789  ___________________________________________________________________
 DF4789  X           -    -271,027.628 (meters)                     COMP
 DF4789  Y           -  -4,392,579.379 (meters)                     COMP
 DF4789  Z           -   4,601,574.897 (meters)                     COMP
 DF4789  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 DF4789  ELLIP HEIGHT-         373.65  (meters)          (03/21/03) GPS OBS
 DF4789  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DF4789  DYNAMIC HT  -         401.415 (meters)    1316.98  (feet)  COMP
 DF4789  MODELED GRAV-     980,641.1   (mgal)                       NAVD 88
 DF4789
 DF4789  HORZ ORDER  -  FIRST
 DF4789  VERT ORDER  -  SECOND    CLASS I
 DF4789  ELLP ORDER  -  THIRD     CLASS II
 DF4789
 DF4789.The horizontal coordinates were established by GPS observations
 DF4789.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4789
 DF4789.The orthometric height was determined by differential leveling
 DF4789.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4789
 DF4789.The ellipsoidal height was determined by GPS observations
 DF4789.and is referenced to NAD 83.
 DF4789
 DF4789.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4789;SPC MN C     -   263,519.737   855,238.377   MT  0.99992475   +0 31 13.1
 DF4789;UTM  15      - 5,146,290.271   459,251.783   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  =   0.99986618
 DF4789!UTM  15      -   0.99994143  x   0.99962041  =   0.99956186
 DF4789
 DF4789                          SUPERSEDED SURVEY CONTROL
 DF4789
 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: 15TVM5925246290(NAD 83)
 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 = OCTOBER  6, 2006
 DF4790 ***********************************************************************
 DF4790  DESIGNATION -  0108 P
 DF4790  PID         -  DF4790
 DF4790  STATE/COUNTY-  MN/AITKIN
 DF4790  USGS QUAD   -  GLEN (1973)
 DF4790
 DF4790                         *CURRENT SURVEY CONTROL
 DF4790  ___________________________________________________________________
 DF4790* NAD 83(1996)-  46 29 28.21986(N)    093 32 09.02124(W)     ADJUSTED  
 DF4790* NAVD 88     -       379.373  (meters)    1244.66   (feet)  ADJUSTED  
 DF4790  ___________________________________________________________________
 DF4790  X           -    -271,306.768 (meters)                     COMP
 DF4790  Y           -  -4,390,752.324 (meters)                     COMP
 DF4790  Z           -   4,603,259.845 (meters)                     COMP
 DF4790  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DF4790  ELLIP HEIGHT-         351.58  (meters)          (03/21/03) GPS OBS
 DF4790  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DF4790  DYNAMIC HT  -         379.388 (meters)    1244.71  (feet)  COMP
 DF4790  MODELED GRAV-     980,642.2   (mgal)                       NAVD 88
 DF4790
 DF4790  HORZ ORDER  -  FIRST
 DF4790  VERT ORDER  -  SECOND    CLASS I
 DF4790  ELLP ORDER  -  THIRD     CLASS II
 DF4790
 DF4790.The horizontal coordinates were established by GPS observations
 DF4790.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4790
 DF4790.The orthometric height was determined by differential leveling
 DF4790.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4790
 DF4790.The ellipsoidal height was determined by GPS observations
 DF4790.and is referenced to NAD 83.
 DF4790
 DF4790.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4790;SPC MN C     -   265,985.907   854,824.889   MT  0.99992573   +0 30 59.8
 DF4790;UTM  15      - 5,148,761.911   458,877.420   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  =   0.99987062
 DF4790!UTM  15      -   0.99994489  x   0.99962079  =   0.99956570
 DF4790
 DF4790:                Primary Azimuth Mark                     Grid Az
 DF4790:SPC MN C     -  0108 Q                                   356 47 48.2
 DF4790:UTM  15      -  0108 Q                                   357 42 07.1
 DF4790
 DF4790|---------------------------------------------------------------------|
 DF4790| PID    Reference Object                     Distance      Geod. Az  |
 DF4790|                                                           dddmmss.s |
 DF4790| DF4791 0108 Q                              APPROX. 1.6 KM 3571848.0 |
 DF4790|---------------------------------------------------------------------|
 DF4790
 DF4790                          SUPERSEDED SURVEY CONTROL
 DF4790
 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: 15TVM5887748762(NAD 83)
 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 = OCTOBER  6, 2006
 DF4791 ***********************************************************************
 DF4791  DESIGNATION -  0108 Q
 DF4791  PID         -  DF4791
 DF4791  STATE/COUNTY-  MN/AITKIN
 DF4791  USGS QUAD   -  HASSMAN (1973)
 DF4791
 DF4791                         *CURRENT SURVEY CONTROL
 DF4791  ___________________________________________________________________
 DF4791* NAD 83(1996)-  46 30 21.11959(N)    093 32 12.61637(W)     ADJUSTED  
 DF4791* NAVD 88     -       380.333  (meters)    1247.81   (feet)  ADJUSTED  
 DF4791  ___________________________________________________________________
 DF4791  X           -    -271,310.240 (meters)                     COMP
 DF4791  Y           -  -4,389,565.591 (meters)                     COMP
 DF4791  Z           -   4,604,384.992 (meters)                     COMP
 DF4791  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 DF4791  ELLIP HEIGHT-         352.50  (meters)          (03/21/03) GPS OBS
 DF4791  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DF4791  DYNAMIC HT  -         380.349 (meters)    1247.86  (feet)  COMP
 DF4791  MODELED GRAV-     980,645.1   (mgal)                       NAVD 88
 DF4791
 DF4791  HORZ ORDER  -  FIRST
 DF4791  VERT ORDER  -  SECOND    CLASS I
 DF4791  ELLP ORDER  -  THIRD     CLASS II
 DF4791
 DF4791.The horizontal coordinates were established by GPS observations
 DF4791.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4791
 DF4791.The orthometric height was determined by differential leveling
 DF4791.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4791
 DF4791.The ellipsoidal height was determined by GPS observations
 DF4791.and is referenced to NAD 83.
 DF4791
 DF4791.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4791;SPC MN C     -   267,618.470   854,733.521   MT  0.99992646   +0 30 57.2
 DF4791;UTM  15      - 5,150,395.216   458,811.877   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 48.2
 DF4791:UTM  15      -  0108 P                                   177 42 07.4
 DF4791
 DF4791|---------------------------------------------------------------------|
 DF4791| PID    Reference Object                     Distance      Geod. Az  |
 DF4791|                                                           dddmmss.s |
 DF4791| DF4790 0108 P                              APPROX. 1.6 KM 1771845.4 |
 DF4791|---------------------------------------------------------------------|
 DF4791
 DF4791                          SUPERSEDED SURVEY CONTROL
 DF4791
 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: 15TVM5881250395(NAD 83)
 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 = OCTOBER  6, 2006
 DF4792 ***********************************************************************
 DF4792  DESIGNATION -  0108 R
 DF4792  PID         -  DF4792
 DF4792  STATE/COUNTY-  MN/AITKIN
 DF4792  USGS QUAD   -  HASSMAN (1973)
 DF4792
 DF4792                         *CURRENT SURVEY CONTROL
 DF4792  ___________________________________________________________________
 DF4792* NAD 83(1996)-  46 31 13.26844(N)    093 34 48.03743(W)     ADJUSTED  
 DF4792* NAVD 88     -       375.700  (meters)    1232.61   (feet)  ADJUSTED  
 DF4792  ___________________________________________________________________
 DF4792  X           -    -274,544.556 (meters)                     COMP
 DF4792  Y           -  -4,388,190.639 (meters)                     COMP
 DF4792  Z           -   4,605,489.842 (meters)                     COMP
 DF4792  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DF4792  ELLIP HEIGHT-         347.85  (meters)          (03/21/03) GPS OBS
 DF4792  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DF4792  DYNAMIC HT  -         375.717 (meters)    1232.66  (feet)  COMP
 DF4792  MODELED GRAV-     980,648.7   (mgal)                       NAVD 88
 DF4792
 DF4792  HORZ ORDER  -  FIRST
 DF4792  VERT ORDER  -  SECOND    CLASS I
 DF4792  ELLP ORDER  -  THIRD     CLASS II
 DF4792
 DF4792.The horizontal coordinates were established by GPS observations
 DF4792.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4792
 DF4792.The orthometric height was determined by differential leveling
 DF4792.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4792
 DF4792.The ellipsoidal height was determined by GPS observations
 DF4792.and is referenced to NAD 83.
 DF4792
 DF4792.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4792;SPC MN C     -   269,199.624   851,406.593   MT  0.99992725   +0 29 04.8
 DF4792;UTM  15      - 5,152,028.248   455,511.355   MT  0.99962433   -0 25 15.1
 DF4792
 DF4792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4792!SPC MN C     -   0.99994547  x   0.99992725  =   0.99987273
 DF4792!UTM  15      -   0.99994547  x   0.99962433  =   0.99956982
 DF4792
 DF4792                          SUPERSEDED SURVEY CONTROL
 DF4792
 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_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 = OCTOBER  6, 2006
 DF4793 ***********************************************************************
 DF4793  DESIGNATION -  0108 S
 DF4793  PID         -  DF4793
 DF4793  STATE/COUNTY-  MN/AITKIN
 DF4793  USGS QUAD   -  HASSMAN (1973)
 DF4793
 DF4793                         *CURRENT SURVEY CONTROL
 DF4793  ___________________________________________________________________
 DF4793* NAD 83(1996)-  46 31 11.05251(N)    093 36 06.40688(W)     ADJUSTED  
 DF4793* NAVD 88     -       380.538  (meters)    1248.48   (feet)  ADJUSTED  
 DF4793  ___________________________________________________________________
 DF4793  X           -    -276,215.140 (meters)                     COMP
 DF4793  Y           -  -4,388,138.888 (meters)                     COMP
 DF4793  Z           -   4,605,446.269 (meters)                     COMP
 DF4793  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 DF4793  ELLIP HEIGHT-         352.69  (meters)          (03/21/03) GPS OBS
 DF4793  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DF4793  DYNAMIC HT  -         380.556 (meters)    1248.54  (feet)  COMP
 DF4793  MODELED GRAV-     980,648.6   (mgal)                       NAVD 88
 DF4793
 DF4793  HORZ ORDER  -  FIRST
 DF4793  VERT ORDER  -  SECOND    CLASS I
 DF4793  ELLP ORDER  -  THIRD     CLASS II
 DF4793
 DF4793.The horizontal coordinates were established by GPS observations
 DF4793.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4793
 DF4793.The orthometric height was determined by differential leveling
 DF4793.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4793
 DF4793.The ellipsoidal height was determined by GPS observations
 DF4793.and is referenced to NAD 83.
 DF4793
 DF4793.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4793;SPC MN C     -   269,117.308   849,736.888   MT  0.99992721   +0 28 08.1
 DF4793;UTM  15      - 5,151,972.347   453,841.063   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  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_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 = OCTOBER  6, 2006
 DF4794 ***********************************************************************
 DF4794  DESIGNATION -  0108 T
 DF4794  PID         -  DF4794
 DF4794  STATE/COUNTY-  MN/AITKIN
 DF4794  USGS QUAD   -  HASSMAN (1973)
 DF4794
 DF4794                         *CURRENT SURVEY CONTROL
 DF4794  ___________________________________________________________________
 DF4794* NAD 83(1996)-  46 31 09.12874(N)    093 37 20.78330(W)     ADJUSTED  
 DF4794* NAVD 88     -       378.594  (meters)    1242.10   (feet)  ADJUSTED  
 DF4794  ___________________________________________________________________
 DF4794  X           -    -277,800.067 (meters)                     COMP
 DF4794  Y           -  -4,388,080.690 (meters)                     COMP
 DF4794  Z           -   4,605,403.983 (meters)                     COMP
 DF4794  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 DF4794  ELLIP HEIGHT-         350.75  (meters)          (03/21/03) GPS OBS
 DF4794  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DF4794  DYNAMIC HT  -         378.612 (meters)    1242.16  (feet)  COMP
 DF4794  MODELED GRAV-     980,648.5   (mgal)                       NAVD 88
 DF4794
 DF4794  HORZ ORDER  -  FIRST
 DF4794  VERT ORDER  -  SECOND    CLASS I
 DF4794  ELLP ORDER  -  THIRD     CLASS II
 DF4794
 DF4794.The horizontal coordinates were established by GPS observations
 DF4794.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4794
 DF4794.The orthometric height was determined by differential leveling
 DF4794.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4794
 DF4794.The ellipsoidal height was determined by GPS observations
 DF4794.and is referenced to NAD 83.
 DF4794
 DF4794.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4794;SPC MN C     -   269,045.145   848,152.176   MT  0.99992718   +0 27 14.3
 DF4794;UTM  15      - 5,151,925.254   452,255.884   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  =   0.99987220
 DF4794!UTM  15      -   0.99994502  x   0.99962802  =   0.99957306
 DF4794
 DF4794                          SUPERSEDED SURVEY CONTROL
 DF4794
 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: 15TVM5225651925(NAD 83)
 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 = OCTOBER  6, 2006
 DF4795 ***********************************************************************
 DF4795  DESIGNATION -  0108 U
 DF4795  PID         -  DF4795
 DF4795  STATE/COUNTY-  MN/AITKIN
 DF4795  USGS QUAD   -  AITKIN (1973)
 DF4795
 DF4795                         *CURRENT SURVEY CONTROL
 DF4795  ___________________________________________________________________
 DF4795* NAD 83(1996)-  46 31 13.85867(N)    093 38 29.63112(W)     ADJUSTED  
 DF4795* NAVD 88     -       377.572  (meters)    1238.75   (feet)  ADJUSTED  
 DF4795  ___________________________________________________________________
 DF4795  X           -    -279,257.945 (meters)                     COMP
 DF4795  Y           -  -4,387,881.251 (meters)                     COMP
 DF4795  Z           -   4,605,503.747 (meters)                     COMP
 DF4795  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DF4795  ELLIP HEIGHT-         349.73  (meters)          (03/21/03) GPS OBS
 DF4795  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DF4795  DYNAMIC HT  -         377.589 (meters)    1238.81  (feet)  COMP
 DF4795  MODELED GRAV-     980,648.7   (mgal)                       NAVD 88
 DF4795
 DF4795  HORZ ORDER  -  FIRST
 DF4795  VERT ORDER  -  SECOND    CLASS I
 DF4795  ELLP ORDER  -  THIRD     CLASS II
 DF4795
 DF4795.The horizontal coordinates were established by GPS observations
 DF4795.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4795
 DF4795.The orthometric height was determined by differential leveling
 DF4795.and adjusted by the National Geodetic Survey in December 2004..
 DF4795
 DF4795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4795
 DF4795.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4795
 DF4795.The ellipsoidal height was determined by GPS observations
 DF4795.and is referenced to NAD 83.
 DF4795
 DF4795.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4795;SPC MN C     -   269,179.732   846,683.684   MT  0.99992726   +0 26 24.5
 DF4795;UTM  15      - 5,152,082.988   450,790.140   MT  0.99962977   -0 27 55.9
 DF4795
 DF4795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4795!SPC MN C     -   0.99994518  x   0.99992726  =   0.99987244
 DF4795!UTM  15      -   0.99994518  x   0.99962977  =   0.99957497
 DF4795
 DF4795                          SUPERSEDED SURVEY CONTROL
 DF4795
 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_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 = OCTOBER  6, 2006
 DF4796 ***********************************************************************
 DF4796  DESIGNATION -  0108 V
 DF4796  PID         -  DF4796
 DF4796  STATE/COUNTY-  MN/AITKIN
 DF4796  USGS QUAD   -  AITKIN (1973)
 DF4796
 DF4796                         *CURRENT SURVEY CONTROL
 DF4796  ___________________________________________________________________
 DF4796* NAD 83(1996)-  46 31 10.65915(N)    093 40 45.26981(W)     ADJUSTED  
 DF4796* NAVD 88     -       379.481  (meters)    1245.01   (feet)  ADJUSTED  
 DF4796  ___________________________________________________________________
 DF4796  X           -    -282,148.019 (meters)                     COMP
 DF4796  Y           -  -4,387,769.533 (meters)                     COMP
 DF4796  Z           -   4,605,437.163 (meters)                     COMP
 DF4796  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DF4796  ELLIP HEIGHT-         351.66  (meters)          (03/21/03) GPS OBS
 DF4796  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DF4796  DYNAMIC HT  -         379.499 (meters)    1245.07  (feet)  COMP
 DF4796  MODELED GRAV-     980,649.6   (mgal)                       NAVD 88
 DF4796
 DF4796  HORZ ORDER  -  FIRST
 DF4796  VERT ORDER  -  SECOND    CLASS I
 DF4796  ELLP ORDER  -  THIRD     CLASS II
 DF4796
 DF4796.The horizontal coordinates were established by GPS observations
 DF4796.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4796
 DF4796.The orthometric height was determined by differential leveling
 DF4796.and adjusted by the National Geodetic Survey in December 2004..
 DF4796
 DF4796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4796
 DF4796.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4796
 DF4796.The ellipsoidal height was determined by GPS observations
 DF4796.and is referenced to NAD 83.
 DF4796
 DF4796.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4796;SPC MN C     -   269,059.427   843,793.558   MT  0.99992721   +0 24 46.4
 DF4796;UTM  15      - 5,152,008.404   447,899.329   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  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_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 = OCTOBER  6, 2006
 DH8140 ***********************************************************************
 DH8140  DESIGNATION -  0108 X 2
 DH8140  PID         -  DH8140
 DH8140  STATE/COUNTY-  MN/AITKIN
 DH8140  USGS QUAD   -  SPIRIT LAKE (1973)
 DH8140
 DH8140                         *CURRENT SURVEY CONTROL
 DH8140  ___________________________________________________________________
 DH8140* NAD 83(1996)-  46 25 53.61518(N)    093 39 15.37618(W)     ADJUSTED  
 DH8140* NAVD 88     -       385.5    (meters)    1265.     (feet)  GPS OBS   
 DH8140  ___________________________________________________________________
 DH8140  X           -    -280,688.440 (meters)                     COMP
 DH8140  Y           -  -4,394,980.571 (meters)                     COMP
 DH8140  Z           -   4,598,699.461 (meters)                     COMP
 DH8140  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 DH8140  ELLIP HEIGHT-         357.81  (meters)          (12/20/05) GPS OBS
 DH8140  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DH8140
 DH8140  HORZ ORDER  -  FIRST
 DH8140  ELLP ORDER  -  THIRD     CLASS II
 DH8140
 DH8140.The horizontal coordinates were established by GPS observations
 DH8140.and adjusted by the MN DEPT OF TRANSP in December 2005..
 DH8140
 DH8140.The orthometric height was determined by GPS observations and a
 DH8140.high-resolution geoid model.
 DH8140
 DH8140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8140
 DH8140.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8140
 DH8140.The ellipsoidal height was determined by GPS observations
 DH8140.and is referenced to NAD 83.
 DH8140
 DH8140.The geoid height was determined by GEOID03.
 DH8140
 DH8140;                    North         East     Units Scale Factor Converg.
 DH8140;SPC MN C     -   259,284.879   845,783.099   MT  0.99992344   +0 25 51.4
 DH8140;UTM  15      - 5,142,206.512   449,733.635   MT  0.99963106   -0 28 26.6
 DH8140
 DH8140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8140!SPC MN C     -   0.99994391  x   0.99992344  =   0.99986736
 DH8140!UTM  15      -   0.99994391  x   0.99963106  =   0.99957499
 DH8140
 DH8140                          SUPERSEDED SURVEY CONTROL
 DH8140
 DH8140.No superseded survey control is available for this station.
 DH8140
 DH8140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4973442207(NAD 83)
 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 - 2005
 DH8140_ROD/PIPE-DEPTH:  4.6 meters
 DH8140
 DH8140  HISTORY     - Date     Condition        Report By
 DH8140  HISTORY     - 2005     MONUMENTED       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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8141 ***********************************************************************
 DH8141  DESIGNATION -  0108 X 3
 DH8141  PID         -  DH8141
 DH8141  STATE/COUNTY-  MN/AITKIN
 DH8141  USGS QUAD   -  SPIRIT LAKE (1973)
 DH8141
 DH8141                         *CURRENT SURVEY CONTROL
 DH8141  ___________________________________________________________________
 DH8141* NAD 83(1996)-  46 25 54.60534(N)    093 41 42.86554(W)     ADJUSTED  
 DH8141* NAVD 88     -       385.0    (meters)    1263.     (feet)  GPS OBS   
 DH8141  ___________________________________________________________________
 DH8141  X           -    -283,829.541 (meters)                     COMP
 DH8141  Y           -  -4,394,756.256 (meters)                     COMP
 DH8141  Z           -   4,598,720.136 (meters)                     COMP
 DH8141  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 DH8141  ELLIP HEIGHT-         357.26  (meters)          (12/20/05) GPS OBS
 DH8141  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DH8141
 DH8141  HORZ ORDER  -  FIRST
 DH8141  ELLP ORDER  -  THIRD     CLASS II
 DH8141
 DH8141.The horizontal coordinates were established by GPS observations
 DH8141.and adjusted by the MN DEPT OF TRANSP in December 2005..
 DH8141
 DH8141.The orthometric height was determined by GPS observations and a
 DH8141.high-resolution geoid model.
 DH8141
 DH8141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8141
 DH8141.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8141
 DH8141.The ellipsoidal height was determined by GPS observations
 DH8141.and is referenced to NAD 83.
 DH8141
 DH8141.The geoid height was determined by GEOID03.
 DH8141
 DH8141;                    North         East     Units Scale Factor Converg.
 DH8141;SPC MN C     -   259,292.582   842,634.359   MT  0.99992345   +0 24 04.7
 DH8141;UTM  15      - 5,142,263.932   446,586.323   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  =   0.99986745
 DH8141!UTM  15      -   0.99994400  x   0.99963507  =   0.99957909
 DH8141
 DH8141                          SUPERSEDED SURVEY CONTROL
 DH8141
 DH8141.No superseded survey control is available for this station.
 DH8141
 DH8141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4658642264(NAD 83)
 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 - 2005
 DH8141_ROD/PIPE-DEPTH:  9.1 meters
 DH8141
 DH8141  HISTORY     - Date     Condition        Report By
 DH8141  HISTORY     - 2005     MONUMENTED       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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5785 ***********************************************************************
 DG5785  DESIGNATION -  0112 A
 DG5785  PID         -  DG5785
 DG5785  STATE/COUNTY-  MN/AITKIN
 DG5785  USGS QUAD   -  LIBBY (1980)
 DG5785
 DG5785                         *CURRENT SURVEY CONTROL
 DG5785  ___________________________________________________________________
 DG5785* NAD 83(1986)-  46 48 29.     (N)    093 20 12.     (W)     SCALED    
 DG5785* NAVD 88     -       375.206  (meters)    1230.99   (feet)  ADJUSTED  
 DG5785  ___________________________________________________________________
 DG5785  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DG5785  DYNAMIC HT  -         375.231 (meters)    1231.07  (feet)  COMP
 DG5785  MODELED GRAV-     980,668.5   (mgal)                       NAVD 88
 DG5785
 DG5785  VERT ORDER  -  SECOND    CLASS I
 DG5785
 DG5785.The horizontal coordinates were scaled from a topographic map and have
 DG5785.an estimated accuracy of +/- 6 seconds.
 DG5785
 DG5785.The orthometric height was determined by differential leveling
 DG5785.and adjusted by the National Geodetic Survey in December 2004..
 DG5785
 DG5785.The geoid height was determined by GEOID03.
 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     -   301,370.      869,710.      MT  (+/- 180 meters Scaled)
 DG5785
 DG5785                          SUPERSEDED SURVEY CONTROL
 DG5785
 DG5785.No superseded survey control is available for this station.
 DG5785
 DG5785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM743838(NAD 83)
 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 = OCTOBER  6, 2006
 DG5783 ***********************************************************************
 DG5783  DESIGNATION -  0112 B
 DG5783  PID         -  DG5783
 DG5783  STATE/COUNTY-  MN/AITKIN
 DG5783  USGS QUAD   -  LIBBY (1980)
 DG5783
 DG5783                         *CURRENT SURVEY CONTROL
 DG5783  ___________________________________________________________________
 DG5783* NAD 83(1986)-  46 47 12.     (N)    093 19 28.     (W)     SCALED    
 DG5783* NAVD 88     -       374.759  (meters)    1229.52   (feet)  ADJUSTED  
 DG5783  ___________________________________________________________________
 DG5783  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DG5783  DYNAMIC HT  -         374.783 (meters)    1229.60  (feet)  COMP
 DG5783  MODELED GRAV-     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
 DG5783.and adjusted by the National Geodetic Survey in December 2004..
 DG5783
 DG5783.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG5773 ***********************************************************************
 DG5773  DESIGNATION -  0112 C
 DG5773  PID         -  DG5773
 DG5773  STATE/COUNTY-  MN/AITKIN
 DG5773  USGS QUAD   -  MINNEWAWA (1970)
 DG5773
 DG5773                         *CURRENT SURVEY CONTROL
 DG5773  ___________________________________________________________________
 DG5773* NAD 83(1986)-  46 37 44.     (N)    093 19 01.     (W)     SCALED    
 DG5773* NAVD 88     -       374.974  (meters)    1230.23   (feet)  ADJUSTED  
 DG5773  ___________________________________________________________________
 DG5773  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 DG5773  DYNAMIC HT  -         374.995 (meters)    1230.30  (feet)  COMP
 DG5773  MODELED GRAV-     980,660.1   (mgal)                       NAVD 88
 DG5773
 DG5773  VERT ORDER  -  SECOND    CLASS I
 DG5773
 DG5773.The horizontal coordinates were scaled from a topographic map and have
 DG5773.an estimated accuracy of +/- 6 seconds.
 DG5773
 DG5773.The orthometric height was determined by differential leveling
 DG5773.and adjusted by the National Geodetic Survey in December 2004..
 DG5773
 DG5773.The geoid height was determined by GEOID03.
 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.      871,450.      MT  (+/- 180 meters Scaled)
 DG5773
 DG5773                          SUPERSEDED SURVEY CONTROL
 DG5773
 DG5773.No superseded survey control is available for this station.
 DG5773
 DG5773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM757639(NAD 83)
 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 = OCTOBER  6, 2006
 DG5774 ***********************************************************************
 DG5774  DESIGNATION -  0112 D
 DG5774  PID         -  DG5774
 DG5774  STATE/COUNTY-  MN/AITKIN
 DG5774  USGS QUAD   -  MINNEWAWA (1970)
 DG5774
 DG5774                         *CURRENT SURVEY CONTROL
 DG5774  ___________________________________________________________________
 DG5774* NAD 83(1986)-  46 39 13.     (N)    093 19 02.     (W)     SCALED    
 DG5774* NAVD 88     -       375.421  (meters)    1231.69   (feet)  ADJUSTED  
 DG5774  ___________________________________________________________________
 DG5774  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 DG5774  DYNAMIC HT  -         375.444 (meters)    1231.77  (feet)  COMP
 DG5774  MODELED GRAV-     980,663.9   (mgal)                       NAVD 88
 DG5774
 DG5774  VERT ORDER  -  SECOND    CLASS I
 DG5774
 DG5774.The horizontal coordinates were scaled from a topographic map and have
 DG5774.an estimated accuracy of +/- 6 seconds.
 DG5774
 DG5774.The orthometric height was determined by differential leveling
 DG5774.and adjusted by the National Geodetic Survey in December 2004..
 DG5774
 DG5774.The geoid height was determined by GEOID03.
 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     -   284,220.      871,390.      MT  (+/- 180 meters Scaled)
 DG5774
 DG5774                          SUPERSEDED SURVEY CONTROL
 DG5774
 DG5774.No superseded survey control is available for this station.
 DG5774
 DG5774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM757667(NAD 83)
 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 = OCTOBER  6, 2006
 DG5775 ***********************************************************************
 DG5775  DESIGNATION -  0112 E
 DG5775  PID         -  DG5775
 DG5775  STATE/COUNTY-  MN/AITKIN
 DG5775  USGS QUAD   -  MINNEWAWA (1970)
 DG5775
 DG5775                         *CURRENT SURVEY CONTROL
 DG5775  ___________________________________________________________________
 DG5775* NAD 83(1986)-  46 39 59.     (N)    093 19 07.     (W)     SCALED    
 DG5775* NAVD 88     -       374.918  (meters)    1230.04   (feet)  ADJUSTED  
 DG5775  ___________________________________________________________________
 DG5775  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DG5775  DYNAMIC HT  -         374.942 (meters)    1230.12  (feet)  COMP
 DG5775  MODELED GRAV-     980,665.1   (mgal)                       NAVD 88
 DG5775
 DG5775  VERT ORDER  -  SECOND    CLASS I
 DG5775
 DG5775.The horizontal coordinates were scaled from a topographic map and have
 DG5775.an estimated accuracy of +/- 6 seconds.
 DG5775
 DG5775.The orthometric height was determined by differential leveling
 DG5775.and adjusted by the National Geodetic Survey in December 2004..
 DG5775
 DG5775.The geoid height was determined by GEOID03.
 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     -   285,630.      871,270.      MT  (+/- 180 meters Scaled)
 DG5775
 DG5775                          SUPERSEDED SURVEY CONTROL
 DG5775
 DG5775.No superseded survey control is available for this station.
 DG5775
 DG5775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM756681(NAD 83)
 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 = OCTOBER  6, 2006
 DG5777 ***********************************************************************
 DG5777  DESIGNATION -  0112 F
 DG5777  PID         -  DG5777
 DG5777  STATE/COUNTY-  MN/AITKIN
 DG5777  USGS QUAD   -  MINNEWAWA (1970)
 DG5777
 DG5777                         *CURRENT SURVEY CONTROL
 DG5777  ___________________________________________________________________
 DG5777* NAD 83(1986)-  46 41 32.     (N)    093 18 37.     (W)     SCALED    
 DG5777* NAVD 88     -       375.314  (meters)    1231.34   (feet)  ADJUSTED  
 DG5777  ___________________________________________________________________
 DG5777  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DG5777  DYNAMIC HT  -         375.338 (meters)    1231.42  (feet)  COMP
 DG5777  MODELED GRAV-     980,666.8   (mgal)                       NAVD 88
 DG5777
 DG5777  VERT ORDER  -  SECOND    CLASS I
 DG5777
 DG5777.The horizontal coordinates were scaled from a topographic map and have
 DG5777.an estimated accuracy of +/- 6 seconds.
 DG5777
 DG5777.The orthometric height was determined by differential leveling
 DG5777.and adjusted by the National Geodetic Survey in December 2004..
 DG5777
 DG5777.The geoid height was determined by GEOID03.
 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     -   288,510.      871,880.      MT  (+/- 180 meters Scaled)
 DG5777
 DG5777                          SUPERSEDED SURVEY CONTROL
 DG5777
 DG5777.No superseded survey control is available for this station.
 DG5777
 DG5777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM762710(NAD 83)
 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 = OCTOBER  6, 2006
 DG5780 ***********************************************************************
 DG5780  DESIGNATION -  0112 G
 DG5780  PID         -  DG5780
 DG5780  STATE/COUNTY-  MN/AITKIN
 DG5780  USGS QUAD   -  MINNEWAWA (1970)
 DG5780
 DG5780                         *CURRENT SURVEY CONTROL
 DG5780  ___________________________________________________________________
 DG5780* NAD 83(1986)-  46 44 23.     (N)    093 19 01.     (W)     SCALED    
 DG5780* NAVD 88     -       379.631  (meters)    1245.51   (feet)  ADJUSTED  
 DG5780  ___________________________________________________________________
 DG5780  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 DG5780  DYNAMIC HT  -         379.656 (meters)    1245.59  (feet)  COMP
 DG5780  MODELED GRAV-     980,667.8   (mgal)                       NAVD 88
 DG5780
 DG5780  VERT ORDER  -  SECOND    CLASS I
 DG5780
 DG5780.The horizontal coordinates were scaled from a topographic map and have
 DG5780.an estimated accuracy of +/- 6 seconds.
 DG5780
 DG5780.The orthometric height was determined by differential leveling
 DG5780.and adjusted by the National Geodetic Survey in December 2004..
 DG5780
 DG5780.The geoid height was determined by GEOID03.
 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     -   293,790.      871,300.      MT  (+/- 180 meters Scaled)
 DG5780
 DG5780                          SUPERSEDED SURVEY CONTROL
 DG5780
 DG5780.No superseded survey control is available for this station.
 DG5780
 DG5780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM757762(NAD 83)
 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 = OCTOBER  6, 2006
 DG5781 ***********************************************************************
 DG5781  DESIGNATION -  0112 H
 DG5781  PID         -  DG5781
 DG5781  STATE/COUNTY-  MN/AITKIN
 DG5781  USGS QUAD   -  LIBBY (1980)
 DG5781
 DG5781                         *CURRENT SURVEY CONTROL
 DG5781  ___________________________________________________________________
 DG5781* NAD 83(1986)-  46 45 06.     (N)    093 19 36.     (W)     SCALED    
 DG5781* NAVD 88     -       379.457  (meters)    1244.94   (feet)  ADJUSTED  
 DG5781  ___________________________________________________________________
 DG5781  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DG5781  DYNAMIC HT  -         379.482 (meters)    1245.02  (feet)  COMP
 DG5781  MODELED GRAV-     980,667.9   (mgal)                       NAVD 88
 DG5781
 DG5781  VERT ORDER  -  SECOND    CLASS I
 DG5781
 DG5781.The horizontal coordinates were scaled from a topographic map and have
 DG5781.an estimated accuracy of +/- 6 seconds.
 DG5781
 DG5781.The orthometric height was determined by differential leveling
 DG5781.and adjusted by the National Geodetic Survey in December 2004..
 DG5781
 DG5781.The geoid height was determined by GEOID03.
 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     -   295,110.      870,550.      MT  (+/- 180 meters Scaled)
 DG5781
 DG5781                          SUPERSEDED SURVEY CONTROL
 DG5781
 DG5781.No superseded survey control is available for this station.
 DG5781
 DG5781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM750776(NAD 83)
 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 = OCTOBER  6, 2006
 DG5782 ***********************************************************************
 DG5782  DESIGNATION -  0112 J
 DG5782  PID         -  DG5782
 DG5782  STATE/COUNTY-  MN/AITKIN
 DG5782  USGS QUAD   -  LIBBY (1980)
 DG5782
 DG5782                         *CURRENT SURVEY CONTROL
 DG5782  ___________________________________________________________________
 DG5782* NAD 83(1986)-  46 45 59.     (N)    093 19 30.     (W)     SCALED    
 DG5782* NAVD 88     -       373.929  (meters)    1226.80   (feet)  ADJUSTED  
 DG5782  ___________________________________________________________________
 DG5782  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DG5782  DYNAMIC HT  -         373.954 (meters)    1226.88  (feet)  COMP
 DG5782  MODELED GRAV-     980,668.1   (mgal)                       NAVD 88
 DG5782
 DG5782  VERT ORDER  -  SECOND    CLASS I
 DG5782
 DG5782.The horizontal coordinates were scaled from a topographic map and have
 DG5782.an estimated accuracy of +/- 6 seconds.
 DG5782
 DG5782.The orthometric height was determined by differential leveling
 DG5782.and adjusted by the National Geodetic Survey in December 2004..
 DG5782
 DG5782.The geoid height was determined by GEOID03.
 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     -   296,740.      870,650.      MT  (+/- 180 meters Scaled)
 DG5782
 DG5782                          SUPERSEDED SURVEY CONTROL
 DG5782
 DG5782.No superseded survey control is available for this station.
 DG5782
 DG5782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM751792(NAD 83)
 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 - 2000
 DG5782_ROD/PIPE-DEPTH: 21.3 meters
 DG5782
 DG5782  HISTORY     - Date     Condition        Report By
 DG5782  HISTORY     - 2000     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5784 ***********************************************************************
 DG5784  DESIGNATION -  0112 K
 DG5784  PID         -  DG5784
 DG5784  STATE/COUNTY-  MN/AITKIN
 DG5784  USGS QUAD   -  LIBBY (1980)
 DG5784
 DG5784                         *CURRENT SURVEY CONTROL
 DG5784  ___________________________________________________________________
 DG5784* NAD 83(1986)-  46 48 01.     (N)    093 20 00.     (W)     SCALED    
 DG5784* NAVD 88     -       372.435  (meters)    1221.90   (feet)  ADJUSTED  
 DG5784  ___________________________________________________________________
 DG5784  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DG5784  DYNAMIC HT  -         372.460 (meters)    1221.98  (feet)  COMP
 DG5784  MODELED GRAV-     980,668.4   (mgal)                       NAVD 88
 DG5784
 DG5784  VERT ORDER  -  SECOND    CLASS I
 DG5784
 DG5784.The horizontal coordinates were scaled from a topographic map and have
 DG5784.an estimated accuracy of +/- 6 seconds.
 DG5784
 DG5784.The orthometric height was determined by differential leveling
 DG5784.and adjusted by the National Geodetic Survey in December 2004..
 DG5784
 DG5784.The geoid height was determined by GEOID03.
 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     -   300,500.      869,970.      MT  (+/- 180 meters Scaled)
 DG5784
 DG5784                          SUPERSEDED SURVEY CONTROL
 DG5784
 DG5784.No superseded survey control is available for this station.
 DG5784
 DG5784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM745830(NAD 83)
 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 = OCTOBER  6, 2006
 DG5786 ***********************************************************************
 DG5786  DESIGNATION -  0112 L
 DG5786  PID         -  DG5786
 DG5786  STATE/COUNTY-  MN/AITKIN
 DG5786  USGS QUAD   -  LIBBY (1980)
 DG5786
 DG5786                         *CURRENT SURVEY CONTROL
 DG5786  ___________________________________________________________________
 DG5786* NAD 83(1986)-  46 49 06.     (N)    093 20 12.     (W)     SCALED    
 DG5786* NAVD 88     -       375.630  (meters)    1232.38   (feet)  ADJUSTED  
 DG5786  ___________________________________________________________________
 DG5786  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DG5786  DYNAMIC HT  -         375.655 (meters)    1232.46  (feet)  COMP
 DG5786  MODELED GRAV-     980,668.6   (mgal)                       NAVD 88
 DG5786
 DG5786  VERT ORDER  -  SECOND    CLASS I
 DG5786
 DG5786.The horizontal coordinates were scaled from a topographic map and have
 DG5786.an estimated accuracy of +/- 6 seconds.
 DG5786
 DG5786.The orthometric height was determined by differential leveling
 DG5786.and adjusted by the National Geodetic Survey in December 2004..
 DG5786
 DG5786.The geoid height was determined by GEOID03.
 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     -   302,510.      869,700.      MT  (+/- 180 meters Scaled)
 DG5786
 DG5786                          SUPERSEDED SURVEY CONTROL
 DG5786
 DG5786.No superseded survey control is available for this station.
 DG5786
 DG5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM743850(NAD 83)
 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 = OCTOBER  6, 2006
 DG5788 ***********************************************************************
 DG5788  DESIGNATION -  0112 M
 DG5788  PID         -  DG5788
 DG5788  STATE/COUNTY-  MN/AITKIN
 DG5788  USGS QUAD   -  LIBBY (1980)
 DG5788
 DG5788                         *CURRENT SURVEY CONTROL
 DG5788  ___________________________________________________________________
 DG5788* NAD 83(1986)-  46 50 48.     (N)    093 20 17.     (W)     SCALED    
 DG5788* NAVD 88     -       372.855  (meters)    1223.28   (feet)  ADJUSTED  
 DG5788  ___________________________________________________________________
 DG5788  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 DG5788  DYNAMIC HT  -         372.880 (meters)    1223.36  (feet)  COMP
 DG5788  MODELED GRAV-     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
 DG5788.and adjusted by the National Geodetic Survey in December 2004..
 DG5788
 DG5788.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG5789 ***********************************************************************
 DG5789  DESIGNATION -  0112 N
 DG5789  PID         -  DG5789
 DG5789  STATE/COUNTY-  MN/AITKIN
 DG5789  USGS QUAD   -  LIBBY (1980)
 DG5789
 DG5789                         *CURRENT SURVEY CONTROL
 DG5789  ___________________________________________________________________
 DG5789* NAD 83(1986)-  46 51 41.     (N)    093 20 29.     (W)     SCALED    
 DG5789* NAVD 88     -       395.643  (meters)    1298.04   (feet)  ADJUSTED  
 DG5789  ___________________________________________________________________
 DG5789  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DG5789  DYNAMIC HT  -         395.669 (meters)    1298.12  (feet)  COMP
 DG5789  MODELED GRAV-     980,669.0   (mgal)                       NAVD 88
 DG5789
 DG5789  VERT ORDER  -  SECOND    CLASS I
 DG5789
 DG5789.The horizontal coordinates were scaled from a topographic map and have
 DG5789.an estimated accuracy of +/- 6 seconds.
 DG5789
 DG5789.The orthometric height was determined by differential leveling
 DG5789.and adjusted by the National Geodetic Survey in December 2004..
 DG5789
 DG5789.The geoid height was determined by GEOID03.
 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     -   307,290.      869,280.      MT  (+/- 180 meters Scaled)
 DG5789
 DG5789                          SUPERSEDED SURVEY CONTROL
 DG5789
 DG5789.No superseded survey control is available for this station.
 DG5789
 DG5789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM739898(NAD 83)
 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 = OCTOBER  6, 2006
 DG5790 ***********************************************************************
 DG5790  DESIGNATION -  0112 P
 DG5790  PID         -  DG5790
 DG5790  STATE/COUNTY-  MN/AITKIN
 DG5790  USGS QUAD   -  BALL BLUFF (1980)
 DG5790
 DG5790                         *CURRENT SURVEY CONTROL
 DG5790  ___________________________________________________________________
 DG5790* NAD 83(1986)-  46 52 50.     (N)    093 20 27.     (W)     SCALED    
 DG5790* NAVD 88     -       379.603  (meters)    1245.41   (feet)  ADJUSTED  
 DG5790  ___________________________________________________________________
 DG5790  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG5790  DYNAMIC HT  -         379.629 (meters)    1245.50  (feet)  COMP
 DG5790  MODELED GRAV-     980,669.3   (mgal)                       NAVD 88
 DG5790
 DG5790  VERT ORDER  -  SECOND    CLASS I
 DG5790
 DG5790.The horizontal coordinates were scaled from a topographic map and have
 DG5790.an estimated accuracy of +/- 6 seconds.
 DG5790
 DG5790.The orthometric height was determined by differential leveling
 DG5790.and adjusted by the National Geodetic Survey in December 2004..
 DG5790
 DG5790.The geoid height was determined by GEOID03.
 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     -   309,420.      869,300.      MT  (+/- 180 meters Scaled)
 DG5790
 DG5790                          SUPERSEDED SURVEY CONTROL
 DG5790
 DG5790.No superseded survey control is available for this station.
 DG5790
 DG5790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM740919(NAD 83)
 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: MNDT  
 DG5790_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - September 11, 2000
 DG5790
 DG5790  HISTORY     - Date     Condition        Report By
 DG5790  HISTORY     - 1952     MONUMENTED       MNDT
 DG5790  HISTORY     - 20000911 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5792 ***********************************************************************
 DG5792  DESIGNATION -  0112 Q
 DG5792  PID         -  DG5792
 DG5792  STATE/COUNTY-  MN/AITKIN
 DG5792  USGS QUAD   -  BALL BLUFF (1980)
 DG5792
 DG5792                         *CURRENT SURVEY CONTROL
 DG5792  ___________________________________________________________________
 DG5792* NAD 83(1986)-  46 54 11.     (N)    093 19 46.     (W)     SCALED    
 DG5792* NAVD 88     -       381.397  (meters)    1251.30   (feet)  ADJUSTED  
 DG5792  ___________________________________________________________________
 DG5792  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DG5792  DYNAMIC HT  -         381.423 (meters)    1251.39  (feet)  COMP
 DG5792  MODELED GRAV-     980,669.9   (mgal)                       NAVD 88
 DG5792
 DG5792  VERT ORDER  -  SECOND    CLASS I
 DG5792
 DG5792.The horizontal coordinates were scaled from a topographic map and have
 DG5792.an estimated accuracy of +/- 6 seconds.
 DG5792
 DG5792.The orthometric height was determined by differential leveling
 DG5792.and adjusted by the National Geodetic Survey in December 2004..
 DG5792
 DG5792.The geoid height was determined by GEOID03.
 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     -   311,930.      870,140.      MT  (+/- 180 meters Scaled)
 DG5792
 DG5792                          SUPERSEDED SURVEY CONTROL
 DG5792
 DG5792.No superseded survey control is available for this station.
 DG5792
 DG5792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM749944(NAD 83)
 DG5792_MARKER: DB = BENCH MARK DISK
 DG5792_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5792_STAMPING: 0112 Q 1952
 DG5792_MARK LOGO: MNDT  
 DG5792_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5792+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 DG5792
 DG5792  HISTORY     - Date     Condition        Report By
 DG5792  HISTORY     - 1952     MONUMENTED       MNDT
 DG5792  HISTORY     - 20000911 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5791 ***********************************************************************
 DG5791  DESIGNATION -  0112 R
 DG5791  PID         -  DG5791
 DG5791  STATE/COUNTY-  MN/AITKIN
 DG5791  USGS QUAD   -  BALL BLUFF (1980)
 DG5791
 DG5791                         *CURRENT SURVEY CONTROL
 DG5791  ___________________________________________________________________
 DG5791* NAD 83(1986)-  46 53 26.     (N)    093 20 12.     (W)     SCALED    
 DG5791* NAVD 88     -       381.470  (meters)    1251.54   (feet)  ADJUSTED  
 DG5791  ___________________________________________________________________
 DG5791  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG5791  DYNAMIC HT  -         381.496 (meters)    1251.62  (feet)  COMP
 DG5791  MODELED GRAV-     980,669.6   (mgal)                       NAVD 88
 DG5791
 DG5791  VERT ORDER  -  SECOND    CLASS I
 DG5791
 DG5791.The horizontal coordinates were scaled from a topographic map and have
 DG5791.an estimated accuracy of +/- 6 seconds.
 DG5791
 DG5791.The orthometric height was determined by differential leveling
 DG5791.and adjusted by the National Geodetic Survey in December 2004..
 DG5791
 DG5791.The geoid height was determined by GEOID03.
 DG5791
 DG5791.The dynamic height is computed by dividing the NAVD 88
 DG5791.geopotential number by the normal gravity value computed on the
 DG5791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5791.degrees latitude (g = 980.6199 gals.).
 DG5791
 DG5791.The modeled gravity was interpolated from observed gravity values.
 DG5791
 DG5791;                    North         East    Units  Estimated Accuracy
 DG5791;SPC MN C     -   310,540.      869,600.      MT  (+/- 180 meters Scaled)
 DG5791
 DG5791                          SUPERSEDED SURVEY CONTROL
 DG5791
 DG5791.No superseded survey control is available for this station.
 DG5791
 DG5791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM743930(NAD 83)
 DG5791_MARKER: DD = SURVEY DISK
 DG5791_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5791_STAMPING: 0112 R 2000
 DG5791_MARK LOGO: MNDT  
 DG5791_PROJECTION: FLUSH
 DG5791_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5791+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5791_ROD/PIPE-DEPTH:  9.1 meters
 DG5791
 DG5791  HISTORY     - Date     Condition        Report By
 DG5791  HISTORY     - 2000     MONUMENTED       MNDT
 DG5791
 DG5791                          STATION DESCRIPTION
 DG5791
 DG5791'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5791'THE MARK IS 9.0 MI (14.5 KM) SOUTH OF JACOBSON, 8.65 MI (13.92 KM)
 DG5791'SOUTH ALONG TH 65 FROM JCT OF TH 65 AND TH 200 IN JACOBSON, AT TH 65
 DG5791'MP 138.15, 64.5 FT (19.7 M) EAST OF TH 65, 10.0 FT (3.0 M) SOUTH OF
 DG5791'ENT, 2.0 FT (0.6 M) WEST OF WIT POST, MAGNETIC, FLUSH, AND NOT
 DG5791'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5793 ***********************************************************************
 DG5793  DESIGNATION -  0112 S
 DG5793  PID         -  DG5793
 DG5793  STATE/COUNTY-  MN/AITKIN
 DG5793  USGS QUAD   -  BALL BLUFF (1980)
 DG5793
 DG5793                         *CURRENT SURVEY CONTROL
 DG5793  ___________________________________________________________________
 DG5793* NAD 83(1986)-  46 54 44.     (N)    093 19 01.     (W)     SCALED    
 DG5793* NAVD 88     -       382.624  (meters)    1255.33   (feet)  ADJUSTED  
 DG5793  ___________________________________________________________________
 DG5793  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DG5793  DYNAMIC HT  -         382.650 (meters)    1255.41  (feet)  COMP
 DG5793  MODELED GRAV-     980,670.2   (mgal)                       NAVD 88
 DG5793
 DG5793  VERT ORDER  -  SECOND    CLASS I
 DG5793
 DG5793.The horizontal coordinates were scaled from a topographic map and have
 DG5793.an estimated accuracy of +/- 6 seconds.
 DG5793
 DG5793.The orthometric height was determined by differential leveling
 DG5793.and adjusted by the National Geodetic Survey in December 2004..
 DG5793
 DG5793.The geoid height was determined by GEOID03.
 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     -   312,960.      871,080.      MT  (+/- 180 meters Scaled)
 DG5793
 DG5793                          SUPERSEDED SURVEY CONTROL
 DG5793
 DG5793.No superseded survey control is available for this station.
 DG5793
 DG5793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM758954(NAD 83)
 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: FLUSH
 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 - 2000
 DG5793_ROD/PIPE-DEPTH:  7.6 meters
 DG5793
 DG5793  HISTORY     - Date     Condition        Report By
 DG5793  HISTORY     - 2000     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5794 ***********************************************************************
 DG5794  DESIGNATION -  0112 T
 DG5794  PID         -  DG5794
 DG5794  STATE/COUNTY-  MN/AITKIN
 DG5794  USGS QUAD   -  BALL BLUFF (1980)
 DG5794
 DG5794                         *CURRENT SURVEY CONTROL
 DG5794  ___________________________________________________________________
 DG5794* NAD 83(1986)-  46 55 05.     (N)    093 18 32.     (W)     SCALED    
 DG5794* NAVD 88     -       382.888  (meters)    1256.19   (feet)  ADJUSTED  
 DG5794  ___________________________________________________________________
 DG5794  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DG5794  DYNAMIC HT  -         382.914 (meters)    1256.28  (feet)  COMP
 DG5794  MODELED GRAV-     980,670.3   (mgal)                       NAVD 88
 DG5794
 DG5794  VERT ORDER  -  SECOND    CLASS I
 DG5794
 DG5794.The horizontal coordinates were scaled from a topographic map and have
 DG5794.an estimated accuracy of +/- 6 seconds.
 DG5794
 DG5794.The orthometric height was determined by differential leveling
 DG5794.and adjusted by the National Geodetic Survey in December 2004..
 DG5794
 DG5794.The geoid height was determined by GEOID03.
 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     -   313,620.      871,680.      MT  (+/- 180 meters Scaled)
 DG5794
 DG5794                          SUPERSEDED SURVEY CONTROL
 DG5794
 DG5794.No superseded survey control is available for this station.
 DG5794
 DG5794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM764961(NAD 83)
 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 - 2000
 DG5794_ROD/PIPE-DEPTH:  7.6 meters
 DG5794
 DG5794  HISTORY     - Date     Condition        Report By
 DG5794  HISTORY     - 2000     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5795 ***********************************************************************
 DG5795  DESIGNATION -  0112 U
 DG5795  PID         -  DG5795
 DG5795  STATE/COUNTY-  MN/AITKIN
 DG5795  USGS QUAD   -  BALL BLUFF (1980)
 DG5795
 DG5795                         *CURRENT SURVEY CONTROL
 DG5795  ___________________________________________________________________
 DG5795* NAD 83(1986)-  46 56 25.     (N)    093 17 07.     (W)     SCALED    
 DG5795* NAVD 88     -       383.811  (meters)    1259.22   (feet)  ADJUSTED  
 DG5795  ___________________________________________________________________
 DG5795  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DG5795  DYNAMIC HT  -         383.837 (meters)    1259.31  (feet)  COMP
 DG5795  MODELED GRAV-     980,670.8   (mgal)                       NAVD 88
 DG5795
 DG5795  VERT ORDER  -  SECOND    CLASS I
 DG5795
 DG5795.The horizontal coordinates were scaled from a topographic map and have
 DG5795.an estimated accuracy of +/- 6 seconds.
 DG5795
 DG5795.The orthometric height was determined by differential leveling
 DG5795.and adjusted by the National Geodetic Survey in December 2004..
 DG5795
 DG5795.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DG5795;SPC MN C     -   316,110.      873,450.      MT  (+/- 180 meters Scaled)
 DG5795
 DG5795                          SUPERSEDED SURVEY CONTROL
 DG5795
 DG5795.No superseded survey control is available for this station.
 DG5795
 DG5795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM782985(NAD 83)
 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 - 2000
 DG5795_ROD/PIPE-DEPTH:  7.6 meters
 DG5795
 DG5795  HISTORY     - Date     Condition        Report By
 DG5795  HISTORY     - 2000     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5796 ***********************************************************************
 DG5796  DESIGNATION -  0112 V
 DG5796  PID         -  DG5796
 DG5796  STATE/COUNTY-  MN/AITKIN
 DG5796  USGS QUAD   -  BALL BLUFF (1980)
 DG5796
 DG5796                         *CURRENT SURVEY CONTROL
 DG5796  ___________________________________________________________________
 DG5796* NAD 83(1986)-  46 57 16.     (N)    093 16 26.     (W)     SCALED    
 DG5796* NAVD 88     -       379.598  (meters)    1245.40   (feet)  ADJUSTED  
 DG5796  ___________________________________________________________________
 DG5796  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DG5796  DYNAMIC HT  -         379.624 (meters)    1245.48  (feet)  COMP
 DG5796  MODELED GRAV-     980,671.1   (mgal)                       NAVD 88
 DG5796
 DG5796  VERT ORDER  -  SECOND    CLASS I
 DG5796
 DG5796.The horizontal coordinates were scaled from a topographic map and have
 DG5796.an estimated accuracy of +/- 6 seconds.
 DG5796
 DG5796.The orthometric height was determined by differential leveling
 DG5796.and adjusted by the National Geodetic Survey in December 2004..
 DG5796
 DG5796.The geoid height was determined by GEOID03.
 DG5796
 DG5796.The dynamic height is computed by dividing the NAVD 88
 DG5796.geopotential number by the normal gravity value computed on the
 DG5796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5796.degrees latitude (g = 980.6199 gals.).
 DG5796
 DG5796.The modeled gravity was interpolated from observed gravity values.
 DG5796
 DG5796;                    North         East    Units  Estimated Accuracy
 DG5796;SPC MN C     -   317,690.      874,300.      MT  (+/- 180 meters Scaled)
 DG5796
 DG5796                          SUPERSEDED SURVEY CONTROL
 DG5796
 DG5796.No superseded survey control is available for this station.
 DG5796
 DG5796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN791001(NAD 83)
 DG5796_MARKER: DD = SURVEY DISK
 DG5796_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5796_STAMPING: 0112 V 2000
 DG5796_MARK LOGO: MNDT  
 DG5796_PROJECTION: FLUSH
 DG5796_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5796+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5796_ROD/PIPE-DEPTH:  7.6 meters
 DG5796
 DG5796  HISTORY     - Date     Condition        Report By
 DG5796  HISTORY     - 2000     MONUMENTED       MNDT
 DG5796
 DG5796                          STATION DESCRIPTION
 DG5796
 DG5796'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5796'THE MARK IS 3.0 MI (4.8 KM) SOUTH OF JACOBSON, 3.20 MI (5.15 KM) SOUTH
 DG5796'ALONG TH 65 FROM JCT OF TH 65 AND TH 200 IN JACOBSON, AT TH 65 MP
 DG5796'143.60, 65.0 FT (19.8 M) WEST OF TH 65, 37 FT (11.3 M) NORTH OF RD,
 DG5796'17.1 FT (5.2 M) NNW OF CABLE MARKER, 1.6 FT (0.5 M) NORTH OF WIT POST,
 DG5796'MAGNETIC, FLUSH, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5797 ***********************************************************************
 DG5797  DESIGNATION -  0112 W
 DG5797  PID         -  DG5797
 DG5797  STATE/COUNTY-  MN/AITKIN
 DG5797  USGS QUAD   -  BALL BLUFF (1980)
 DG5797
 DG5797                         *CURRENT SURVEY CONTROL
 DG5797  ___________________________________________________________________
 DG5797* NAD 83(1986)-  46 58 08.     (N)    093 16 26.     (W)     SCALED    
 DG5797* NAVD 88     -       378.035  (meters)    1240.27   (feet)  ADJUSTED  
 DG5797  ___________________________________________________________________
 DG5797  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DG5797  DYNAMIC HT  -         378.061 (meters)    1240.36  (feet)  COMP
 DG5797  MODELED GRAV-     980,671.4   (mgal)                       NAVD 88
 DG5797
 DG5797  VERT ORDER  -  SECOND    CLASS I
 DG5797
 DG5797.The horizontal coordinates were scaled from a topographic map and have
 DG5797.an estimated accuracy of +/- 6 seconds.
 DG5797
 DG5797.The orthometric height was determined by differential leveling
 DG5797.and adjusted by the National Geodetic Survey in December 2004..
 DG5797
 DG5797.The geoid height was determined by GEOID03.
 DG5797
 DG5797.The dynamic height is computed by dividing the NAVD 88
 DG5797.geopotential number by the normal gravity value computed on the
 DG5797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5797.degrees latitude (g = 980.6199 gals.).
 DG5797
 DG5797.The modeled gravity was interpolated from observed gravity values.
 DG5797
 DG5797;                    North         East    Units  Estimated Accuracy
 DG5797;SPC MN C     -   319,300.      874,280.      MT  (+/- 180 meters Scaled)
 DG5797
 DG5797                          SUPERSEDED SURVEY CONTROL
 DG5797
 DG5797.No superseded survey control is available for this station.
 DG5797
 DG5797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN791017(NAD 83)
 DG5797_MARKER: DD = SURVEY DISK
 DG5797_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5797_STAMPING: 0112 W 2000
 DG5797_MARK LOGO: MNDT  
 DG5797_PROJECTION: FLUSH
 DG5797_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5797+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5797_ROD/PIPE-DEPTH:  6.1 meters
 DG5797
 DG5797  HISTORY     - Date     Condition        Report By
 DG5797  HISTORY     - 2000     MONUMENTED       MNDT
 DG5797
 DG5797                          STATION DESCRIPTION
 DG5797
 DG5797'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5797'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF JACOBSON, 2.30 MI (3.70 KM) SOUTH
 DG5797'ALONG TH 65 FROM JCT OF TH 65 AND TH 200 (TO THE WEST) AT JACOBSON, AT
 DG5797'TH 65 MP 144.50, 116.0 FT (35.4 M) WEST OF TH 65, 23.0 FT (7.0 M)
 DG5797'NORTH OF RD, 48.0 FT (14.6 M) WEST OF POLE, 46.0 FT (14.0 M) WSW OF
 DG5797'CABLE MARKER, 1.8 FT (0.5 M) WEST OF WIT POST, MAGNETIC, FLUSH, AND
 DG5797'NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5798 ***********************************************************************
 DG5798  DESIGNATION -  0112 X
 DG5798  PID         -  DG5798
 DG5798  STATE/COUNTY-  MN/AITKIN
 DG5798  USGS QUAD   -  BALL BLUFF (1980)
 DG5798
 DG5798                         *CURRENT SURVEY CONTROL
 DG5798  ___________________________________________________________________
 DG5798* NAD 83(1986)-  46 58 49.     (N)    093 16 25.     (W)     SCALED    
 DG5798* NAVD 88     -       378.405  (meters)    1241.48   (feet)  ADJUSTED  
 DG5798  ___________________________________________________________________
 DG5798  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DG5798  DYNAMIC HT  -         378.431 (meters)    1241.57  (feet)  COMP
 DG5798  MODELED GRAV-     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
 DG5798.and adjusted by the National Geodetic Survey in December 2004..
 DG5798
 DG5798.The geoid height was determined by GEOID03.
 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_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 - 2000
 DG5798_ROD/PIPE-DEPTH:  4.6 meters
 DG5798
 DG5798  HISTORY     - Date     Condition        Report By
 DG5798  HISTORY     - 2000     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5799 ***********************************************************************
 DG5799  DESIGNATION -  0112 Y
 DG5799  PID         -  DG5799
 DG5799  STATE/COUNTY-  MN/AITKIN
 DG5799  USGS QUAD   -  BALL BLUFF (1980)
 DG5799
 DG5799                         *CURRENT SURVEY CONTROL
 DG5799  ___________________________________________________________________
 DG5799* NAD 83(1986)-  46 59 34.     (N)    093 16 25.     (W)     SCALED    
 DG5799* NAVD 88     -       380.146  (meters)    1247.20   (feet)  ADJUSTED  
 DG5799  ___________________________________________________________________
 DG5799  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DG5799  DYNAMIC HT  -         380.173 (meters)    1247.28  (feet)  COMP
 DG5799  MODELED GRAV-     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
 DG5799.and adjusted by the National Geodetic Survey in December 2004..
 DG5799
 DG5799.The geoid height was determined by GEOID03.
 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_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 - 2000
 DG5799_ROD/PIPE-DEPTH: 12.2 meters
 DG5799
 DG5799  HISTORY     - Date     Condition        Report By
 DG5799  HISTORY     - 2000     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5800 ***********************************************************************
 DG5800  DESIGNATION -  0112 Z
 DG5800  PID         -  DG5800
 DG5800  STATE/COUNTY-  MN/AITKIN
 DG5800  USGS QUAD   -  JACOBSON (1970)
 DG5800
 DG5800                         *CURRENT SURVEY CONTROL
 DG5800  ___________________________________________________________________
 DG5800* NAD 83(1986)-  47 00 16.     (N)    093 15 41.     (W)     SCALED    
 DG5800* NAVD 88     -       382.610  (meters)    1255.28   (feet)  ADJUSTED  
 DG5800  ___________________________________________________________________
 DG5800  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DG5800  DYNAMIC HT  -         382.635 (meters)    1255.36  (feet)  COMP
 DG5800  MODELED GRAV-     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
 DG5800.and adjusted by the National Geodetic Survey in December 2004..
 DG5800
 DG5800.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DH8142 ***********************************************************************
 DH8142  DESIGNATION -  0115 A
 DH8142  PID         -  DH8142
 DH8142  STATE/COUNTY-  MN/AITKIN
 DH8142  USGS QUAD   -  AITKIN (1973)
 DH8142
 DH8142                         *CURRENT SURVEY CONTROL
 DH8142  ___________________________________________________________________
 DH8142* NAD 83(1996)-  46 31 08.83879(N)    093 42 26.36897(W)     ADJUSTED  
 DH8142* NAVD 88     -       377.1    (meters)    1237.     (feet)  GPS OBS   
 DH8142  ___________________________________________________________________
 DH8142  X           -    -284,301.151 (meters)                     COMP
 DH8142  Y           -  -4,387,669.816 (meters)                     COMP
 DH8142  Z           -   4,605,396.792 (meters)                     COMP
 DH8142  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 DH8142  ELLIP HEIGHT-         349.33  (meters)          (12/20/05) GPS OBS
 DH8142  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DH8142
 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 MN DEPT OF TRANSP in December 2005..
 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 DEFLEC99 derived deflections.
 DH8142
 DH8142.The ellipsoidal height was determined by GPS observations
 DH8142.and is referenced to NAD 83.
 DH8142
 DH8142.The geoid height was determined by GEOID03.
 DH8142
 DH8142;                    North         East     Units Scale Factor Converg.
 DH8142;SPC MN C     -   268,988.077   841,639.198   MT  0.99992718   +0 23 33.2
 DH8142;UTM  15      - 5,151,971.131   445,744.740   MT  0.99963618   -0 30 47.7
 DH8142
 DH8142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8142!SPC MN C     -   0.99994524  x   0.99992718  =   0.99987243
 DH8142!UTM  15      -   0.99994524  x   0.99963618  =   0.99958144
 DH8142
 DH8142:                Primary Azimuth Mark                     Grid Az
 DH8142:SPC MN C     -  0115 B                                   186 49 32.3
 DH8142:UTM  15      -  0115 B                                   187 43 53.2
 DH8142
 DH8142|---------------------------------------------------------------------|
 DH8142| PID    Reference Object                     Distance      Geod. Az  |
 DH8142|                                                           dddmmss.s |
 DH8142| DH8143 0115 B                              APPROX. 1.5 KM 1871305.5 |
 DH8142|---------------------------------------------------------------------|
 DH8142
 DH8142                          SUPERSEDED SURVEY CONTROL
 DH8142
 DH8142.No superseded survey control is available for this station.
 DH8142
 DH8142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4574551971(NAD 83)
 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 = OCTOBER  6, 2006
 DH8143 ***********************************************************************
 DH8143  DESIGNATION -  0115 B
 DH8143  PID         -  DH8143
 DH8143  STATE/COUNTY-  MN/AITKIN
 DH8143  USGS QUAD   -  AITKIN (1973)
 DH8143
 DH8143                         *CURRENT SURVEY CONTROL
 DH8143  ___________________________________________________________________
 DH8143* NAD 83(1996)-  46 30 21.12065(N)    093 42 35.12173(W)     ADJUSTED  
 DH8143* NAVD 88     -       381.5    (meters)    1252.     (feet)  GPS OBS   
 DH8143  ___________________________________________________________________
 DH8143  X           -    -284,556.707 (meters)                     COMP
 DH8143  Y           -  -4,388,727.604 (meters)                     COMP
 DH8143  Z           -   4,604,385.900 (meters)                     COMP
 DH8143  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 DH8143  ELLIP HEIGHT-         353.72  (meters)          (12/20/05) GPS OBS
 DH8143  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DH8143
 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 MN DEPT OF TRANSP in December 2005..
 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 DEFLEC99 derived deflections.
 DH8143
 DH8143.The ellipsoidal height was determined by GPS observations
 DH8143.and is referenced to NAD 83.
 DH8143
 DH8143.The geoid height was determined by GEOID03.
 DH8143
 DH8143;                    North         East     Units Scale Factor Converg.
 DH8143;SPC MN C     -   267,513.496   841,462.696   MT  0.99992646   +0 23 26.9
 DH8143;UTM  15      - 5,150,499.952   445,545.008   MT  0.99963645   -0 30 53.6
 DH8143
 DH8143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8143!SPC MN C     -   0.99994455  x   0.99992646  =   0.99987102
 DH8143!UTM  15      -   0.99994455  x   0.99963645  =   0.99958102
 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.No superseded survey control is available for this station.
 DH8143
 DH8143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4554550500(NAD 83)
 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 = OCTOBER  6, 2006
 DH8144 ***********************************************************************
 DH8144  DESIGNATION -  0115 C
 DH8144  PID         -  DH8144
 DH8144  STATE/COUNTY-  MN/AITKIN
 DH8144  USGS QUAD   -  SPIRIT LAKE (1973)
 DH8144
 DH8144                         *CURRENT SURVEY CONTROL
 DH8144  ___________________________________________________________________
 DH8144* NAD 83(1996)-  46 29 32.19102(N)    093 43 05.16370(W)     ADJUSTED  
 DH8144* NAVD 88     -       381.1    (meters)    1250.     (feet)  GPS OBS   
 DH8144  ___________________________________________________________________
 DH8144  X           -    -285,266.968 (meters)                     COMP
 DH8144  Y           -  -4,389,779.550 (meters)                     COMP
 DH8144  Z           -   4,603,345.575 (meters)                     COMP
 DH8144  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 DH8144  ELLIP HEIGHT-         353.38  (meters)          (12/20/05) GPS OBS
 DH8144  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 DH8144
 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 MN DEPT OF TRANSP in December 2005..
 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 DEFLEC99 derived deflections.
 DH8144
 DH8144.The ellipsoidal height was determined by GPS observations
 DH8144.and is referenced to NAD 83.
 DH8144
 DH8144.The geoid height was determined by GEOID03.
 DH8144
 DH8144;                    North         East     Units Scale Factor Converg.
 DH8144;SPC MN C     -   265,998.455   840,832.389   MT  0.99992579   +0 23 05.2
 DH8144;UTM  15      - 5,148,995.498   444,891.022   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  =   0.99987040
 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.No superseded survey control is available for this station.
 DH8144
 DH8144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4489148995(NAD 83)
 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 = OCTOBER  6, 2006
 DH8145 ***********************************************************************
 DH8145  DESIGNATION -  0115 D
 DH8145  PID         -  DH8145
 DH8145  STATE/COUNTY-  MN/AITKIN
 DH8145  USGS QUAD   -  SPIRIT LAKE (1973)
 DH8145
 DH8145                         *CURRENT SURVEY CONTROL
 DH8145  ___________________________________________________________________
 DH8145* NAD 83(1996)-  46 28 37.57611(N)    093 43 06.62484(W)     ADJUSTED  
 DH8145* NAVD 88     -       382.9    (meters)    1256.     (feet)  GPS OBS   
 DH8145  ___________________________________________________________________
 DH8145  X           -    -285,377.460 (meters)                     COMP
 DH8145  Y           -  -4,390,999.164 (meters)                     COMP
 DH8145  Z           -   4,602,185.591 (meters)                     COMP
 DH8145  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 DH8145  ELLIP HEIGHT-         355.10  (meters)          (12/20/05) GPS OBS
 DH8145  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DH8145
 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 MN DEPT OF TRANSP in December 2005..
 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 DEFLEC99 derived deflections.
 DH8145
 DH8145.The ellipsoidal height was determined by GPS observations
 DH8145.and is referenced to NAD 83.
 DH8145
 DH8145.The geoid height was determined by GEOID03.
 DH8145
 DH8145;                    North         East     Units Scale Factor Converg.
 DH8145;SPC MN C     -   264,312.010   840,812.547   MT  0.99992509   +0 23 04.1
 DH8145;UTM  15      - 5,147,310.063   444,844.544   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  =   0.99986943
 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.No superseded survey control is available for this station.
 DH8145
 DH8145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4484547310(NAD 83)
 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 = OCTOBER  6, 2006
 DH8146 ***********************************************************************
 DH8146  DESIGNATION -  0115 E
 DH8146  PID         -  DH8146
 DH8146  STATE/COUNTY-  MN/AITKIN
 DH8146  USGS QUAD   -  SPIRIT LAKE (1973)
 DH8146
 DH8146                         *CURRENT SURVEY CONTROL
 DH8146  ___________________________________________________________________
 DH8146* NAD 83(1996)-  46 25 03.78776(N)    093 44 41.00479(W)     ADJUSTED  
 DH8146* NAVD 88     -       385.1    (meters)    1263.     (feet)  GPS OBS   
 DH8146  ___________________________________________________________________
 DH8146  X           -    -287,699.196 (meters)                     COMP
 DH8146  Y           -  -4,395,644.064 (meters)                     COMP
 DH8146  Z           -   4,597,638.625 (meters)                     COMP
 DH8146  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 DH8146  ELLIP HEIGHT-         357.48  (meters)          (12/20/05) GPS OBS
 DH8146  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DH8146
 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 MN DEPT OF TRANSP in December 2005..
 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 DEFLEC99 derived deflections.
 DH8146
 DH8146.The ellipsoidal height was determined by GPS observations
 DH8146.and is referenced to NAD 83.
 DH8146
 DH8146.The geoid height was determined by GEOID03.
 DH8146
 DH8146;                    North         East     Units Scale Factor Converg.
 DH8146;SPC MN C     -   257,698.158   838,841.547   MT  0.99992306   +0 21 55.8
 DH8146;UTM  15      - 5,140,730.053   442,769.891   MT  0.99964026   -0 32 22.1
 DH8146
 DH8146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8146!SPC MN C     -   0.99994396  x   0.99992306  =   0.99986703
 DH8146!UTM  15      -   0.99994396  x   0.99964026  =   0.99958424
 DH8146
 DH8146                          SUPERSEDED SURVEY CONTROL
 DH8146
 DH8146.No superseded survey control is available for this station.
 DH8146
 DH8146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4277040730(NAD 83)
 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 = OCTOBER  6, 2006
 DH8147 ***********************************************************************
 DH8147  DESIGNATION -  0115 G
 DH8147  PID         -  DH8147
 DH8147  STATE/COUNTY-  MN/AITKIN
 DH8147  USGS QUAD   -  SPIRIT LAKE (1973)
 DH8147
 DH8147                         *CURRENT SURVEY CONTROL
 DH8147  ___________________________________________________________________
 DH8147* NAD 83(1996)-  46 23 17.24370(N)    093 44 56.87464(W)     ADJUSTED  
 DH8147* NAVD 88     -       387.4    (meters)    1271.     (feet)  GPS OBS   
 DH8147  ___________________________________________________________________
 DH8147  X           -    -288,193.290 (meters)                     COMP
 DH8147  Y           -  -4,398,001.009 (meters)                     COMP
 DH8147  Z           -   4,595,371.524 (meters)                     COMP
 DH8147  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 DH8147  ELLIP HEIGHT-         359.73  (meters)          (12/20/05) GPS OBS
 DH8147  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DH8147
 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 MN DEPT OF TRANSP in December 2005..
 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 DEFLEC99 derived deflections.
 DH8147
 DH8147.The ellipsoidal height was determined by GPS observations
 DH8147.and is referenced to NAD 83.
 DH8147
 DH8147.The geoid height was determined by GEOID03.
 DH8147
 DH8147;                    North         East     Units Scale Factor Converg.
 DH8147;SPC MN C     -   254,406.506   838,523.480   MT  0.99992245   +0 21 44.4
 DH8147;UTM  15      - 5,137,444.762   442,399.986   MT  0.99964078   -0 32 32.7
 DH8147
 DH8147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8147!SPC MN C     -   0.99994361  x   0.99992245  =   0.99986607
 DH8147!UTM  15      -   0.99994361  x   0.99964078  =   0.99958441
 DH8147
 DH8147                          SUPERSEDED SURVEY CONTROL
 DH8147
 DH8147.No superseded survey control is available for this station.
 DH8147
 DH8147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4240037445(NAD 83)
 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 = OCTOBER  6, 2006
 DH8148 ***********************************************************************
 DH8148  DESIGNATION -  0115 K
 DH8148  PID         -  DH8148
 DH8148  STATE/COUNTY-  MN/AITKIN
 DH8148  USGS QUAD   -  GARRISON (1973)
 DH8148
 DH8148                         *CURRENT SURVEY CONTROL
 DH8148  ___________________________________________________________________
 DH8148* NAD 83(1996)-  46 19 18.75589(N)    093 48 06.71805(W)     ADJUSTED  
 DH8148* NAVD 88     -       384.3    (meters)    1261.     (feet)  GPS OBS   
 DH8148  ___________________________________________________________________
 DH8148  X           -    -292,594.243 (meters)                     COMP
 DH8148  Y           -  -4,403,049.167 (meters)                     COMP
 DH8148  Z           -   4,590,286.678 (meters)                     COMP
 DH8148  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 DH8148  ELLIP HEIGHT-         356.81  (meters)          (12/20/05) GPS OBS
 DH8148  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DH8148
 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 MN DEPT OF TRANSP in December 2005..
 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 DEFLEC99 derived deflections.
 DH8148
 DH8148.The ellipsoidal height was determined by GPS observations
 DH8148.and is referenced to NAD 83.
 DH8148
 DH8148.The geoid height was determined by GEOID03.
 DH8148
 DH8148;                    North         East     Units Scale Factor Converg.
 DH8148;SPC MN C     -   247,019.041   834,509.213   MT  0.99992205   +0 19 27.0
 DH8148;UTM  15      - 5,130,123.620   438,270.760   MT  0.99964684   -0 34 47.8
 DH8148
 DH8148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8148!SPC MN C     -   0.99994407  x   0.99992205  =   0.99986612
 DH8148!UTM  15      -   0.99994407  x   0.99964684  =   0.99959093
 DH8148
 DH8148                          SUPERSEDED SURVEY CONTROL
 DH8148
 DH8148.No superseded survey control is available for this station.
 DH8148
 DH8148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3827130124(NAD 83)
 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 = OCTOBER  6, 2006
 DF5442 ***********************************************************************
 DF5442  DESIGNATION -  0116 J
 DF5442  PID         -  DF5442
 DF5442  STATE/COUNTY-  MN/AITKIN
 DF5442  USGS QUAD   -  WAUKENABO (1973)
 DF5442
 DF5442                         *CURRENT SURVEY CONTROL
 DF5442  ___________________________________________________________________
 DF5442* NAD 83(1996)-  46 41 46.66739(N)    093 36 04.29374(W)     ADJUSTED  
 DF5442* NAVD 88     -       372.22   (meters)    1221.2    (feet)  LEVELING  
 DF5442  ___________________________________________________________________
 DF5442  X           -    -275,273.927 (meters)                     COMP
 DF5442  Y           -  -4,373,900.853 (meters)                     COMP
 DF5442  Z           -   4,618,924.144 (meters)                     COMP
 DF5442  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 DF5442  ELLIP HEIGHT-         344.04  (meters)          (05/05/03) GPS OBS
 DF5442  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DF5442
 DF5442  HORZ ORDER  -  FIRST
 DF5442  VERT ORDER  -  THIRD ?
 DF5442  ELLP ORDER  -  THIRD     CLASS I
 DF5442
 DF5442.The horizontal coordinates were established by GPS observations
 DF5442.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5442
 DF5442.The orthometric height was determined by differential leveling.
 DF5442.The vertical network tie was performed by a horz. field party for horz.
 DF5442.obs reductions. Reset procedures were used to establish the elevation.
 DF5442
 DF5442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5442
 DF5442.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5442
 DF5442.The ellipsoidal height was determined by GPS observations
 DF5442.and is referenced to NAD 83.
 DF5442
 DF5442.The geoid height was determined by GEOID03.
 DF5442
 DF5442;                    North         East     Units Scale Factor Converg.
 DF5442;SPC MN C     -   288,742.657   849,621.164   MT  0.99994189   +0 28 09.6
 DF5442;UTM  15      - 5,171,591.033   454,035.684   MT  0.99962597   -0 26 15.0
 DF5442
 DF5442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5442!SPC MN C     -   0.99994607  x   0.99994189  =   0.99988797
 DF5442!UTM  15      -   0.99994607  x   0.99962597  =   0.99957206
 DF5442
 DF5442                          SUPERSEDED SURVEY CONTROL
 DF5442
 DF5442.No superseded survey control is available for this station.
 DF5442
 DF5442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5403671591(NAD 83)
 DF5442_MARKER: DB = BENCH MARK DISK
 DF5442_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF5442_STAMPING: 0116 J 1983
 DF5442_MARK LOGO: MNDT  
 DF5442_PROJECTION: PROJECTING 8 CENTIMETERS
 DF5442_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 WIT POST, STA IS MNDT
 DF5442'ALUMINUM DISK ON 25 FT (7.6 M) LONG DRIVEN ALUMINUM ROD, STA WAS SET
 DF5442'IN 1983 BUT NOT LEVELED TO TILL 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5443 ***********************************************************************
 DF5443  DESIGNATION -  0116 R
 DF5443  PID         -  DF5443
 DF5443  STATE/COUNTY-  MN/AITKIN
 DF5443  USGS QUAD   -  BAIN (1970)
 DF5443
 DF5443                         *CURRENT SURVEY CONTROL
 DF5443  ___________________________________________________________________
 DF5443* NAD 83(1996)-  46 46 59.14970(N)    093 36 47.86156(W)     ADJUSTED  
 DF5443* NAVD 88     -       385.78   (meters)    1265.7    (feet)  LEVELING  
 DF5443  ___________________________________________________________________
 DF5443  X           -    -275,755.482 (meters)                     COMP
 DF5443  Y           -  -4,366,838.294 (meters)                     COMP
 DF5443  Z           -   4,625,547.024 (meters)                     COMP
 DF5443  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 DF5443  ELLIP HEIGHT-         357.42  (meters)          (05/05/03) GPS OBS
 DF5443  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DF5443
 DF5443  HORZ ORDER  -  FIRST
 DF5443  VERT ORDER  -  THIRD ?
 DF5443  ELLP ORDER  -  THIRD     CLASS I
 DF5443
 DF5443.The horizontal coordinates were established by GPS observations
 DF5443.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5443
 DF5443.The orthometric height was determined by differential leveling.
 DF5443.The vertical network tie was performed by a horz. field party for horz.
 DF5443.obs reductions. Reset procedures were used to establish the elevation.
 DF5443
 DF5443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5443
 DF5443.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5443
 DF5443.The ellipsoidal height was determined by GPS observations
 DF5443.and is referenced to NAD 83.
 DF5443
 DF5443.The geoid height was determined by GEOID03.
 DF5443
 DF5443;                    North         East     Units Scale Factor Converg.
 DF5443;SPC MN C     -   298,383.583   848,618.040   MT  0.99995260   +0 27 38.1
 DF5443;UTM  15      - 5,181,243.537   453,185.602   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.No superseded survey control is available for this station.
 DF5443
 DF5443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5318681244(NAD 83)
 DF5443_MARKER: DD = SURVEY DISK
 DF5443_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF5443_STAMPING: 0116 R 1983
 DF5443_MARK LOGO: MNDT  
 DF5443_PROJECTION: RECESSED 5 CENTIMETERS
 DF5443_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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 = OCTOBER  6, 2006
 DF5444 ***********************************************************************
 DF5444  DESIGNATION -  0116 Z
 DF5444  PID         -  DF5444
 DF5444  STATE/COUNTY-  MN/AITKIN
 DF5444  USGS QUAD   -  HILL CITY (1970)
 DF5444
 DF5444                         *CURRENT SURVEY CONTROL
 DF5444  ___________________________________________________________________
 DF5444* NAD 83(1996)-  46 53 58.59875(N)    093 36 50.08692(W)     ADJUSTED  
 DF5444* NAVD 88     -       387.85   (meters)    1272.5    (feet)  LEVELING  
 DF5444  ___________________________________________________________________
 DF5444  X           -    -275,207.078 (meters)                     COMP
 DF5444  Y           -  -4,357,406.382 (meters)                     COMP
 DF5444  Z           -   4,634,408.630 (meters)                     COMP
 DF5444  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 DF5444  ELLIP HEIGHT-         359.19  (meters)          (05/05/03) GPS OBS
 DF5444  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 DF5444
 DF5444  HORZ ORDER  -  FIRST
 DF5444  VERT ORDER  -  THIRD ?
 DF5444  ELLP ORDER  -  THIRD     CLASS I
 DF5444
 DF5444.The horizontal coordinates were established by GPS observations
 DF5444.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5444
 DF5444.The orthometric height was determined by differential leveling.
 DF5444.The vertical network tie was performed by a horz. field party for horz.
 DF5444.obs reductions. Reset procedures were used to establish the elevation.
 DF5444
 DF5444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5444
 DF5444.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5444
 DF5444.The ellipsoidal height was determined by GPS observations
 DF5444.and is referenced to NAD 83.
 DF5444
 DF5444.The geoid height was determined by GEOID03.
 DF5444
 DF5444;                    North         East     Units Scale Factor Converg.
 DF5444;SPC MN C     -   311,334.841   848,466.823   MT  0.99997060   +0 27 36.5
 DF5444;UTM  15      - 5,194,191.235   453,239.617   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  =   0.99991430
 DF5444!UTM  15      -   0.99994370  x   0.99962687  =   0.99957059
 DF5444
 DF5444                          SUPERSEDED SURVEY CONTROL
 DF5444
 DF5444.No superseded survey control is available for this station.
 DF5444
 DF5444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5324094191(NAD 83)
 DF5444_MARKER: DD = SURVEY DISK
 DF5444_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF5444_SP_SET: SE CORNER BRDG NO 95114
 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, 1997
 DF5444
 DF5444  HISTORY     - Date     Condition        Report By
 DF5444  HISTORY     - 1983     MONUMENTED       MNDT
 DF5444  HISTORY     - 19970708 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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2057 ***********************************************************************
 QO2057  DESIGNATION -  0203 A
 QO2057  PID         -  QO2057
 QO2057  STATE/COUNTY-  MN/ANOKA
 QO2057  USGS QUAD   -  COON RAPIDS (1993)
 QO2057
 QO2057                         *CURRENT SURVEY CONTROL
 QO2057  ___________________________________________________________________
 QO2057* NAD 83(1986)-  45 07 46.     (N)    093 15 31.     (W)     SCALED    
 QO2057* NAVD 88     -       273.590  (meters)     897.60   (feet)  ADJUSTED  
 QO2057  ___________________________________________________________________
 QO2057  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 QO2057  DYNAMIC HT  -         273.586 (meters)     897.59  (feet)  COMP
 QO2057  MODELED GRAV-     980,593.4   (mgal)                       NAVD 88
 QO2057
 QO2057  VERT ORDER  -  SECOND    CLASS II
 QO2057
 QO2057.The horizontal coordinates were scaled from a topographic map and have
 QO2057.an estimated accuracy of +/- 6 seconds.
 QO2057
 QO2057.The orthometric height was determined by differential leveling
 QO2057.and adjusted by the National Geodetic Survey in June 1991..
 QO2057
 QO2057.The geoid height was determined by GEOID03.
 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     -   336,880.      858,320.      MT  (+/- 180 meters Scaled)
 QO2057
 QO2057                          SUPERSEDED SURVEY CONTROL
 QO2057
 QO2057.No superseded survey control is available for this station.
 QO2057
 QO2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK796973(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2057
 QO2057  HISTORY     - Date     Condition        Report By
 QO2057  HISTORY     - 1979     MONUMENTED       MNDT
 QO2057
 QO2057                          STATION DESCRIPTION
 QO2057
 QO2057'DESCRIBED BY MN DEPT OF TRANSP 1979
 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 = OCTOBER  6, 2006
 QO2062 ***********************************************************************
 QO2062  DESIGNATION -  0203 C
 QO2062  PID         -  QO2062
 QO2062  STATE/COUNTY-  MN/ANOKA
 QO2062  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2062
 QO2062                         *CURRENT SURVEY CONTROL
 QO2062  ___________________________________________________________________
 QO2062* NAD 83(1986)-  45 07 00.     (N)    093 13 45.     (W)     SCALED    
 QO2062* NAVD 88     -       278.503  (meters)     913.72   (feet)  ADJUSTED  
 QO2062  ___________________________________________________________________
 QO2062  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 QO2062  DYNAMIC HT  -         278.498 (meters)     913.71  (feet)  COMP
 QO2062  MODELED GRAV-     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
 QO2062.and adjusted by the National Geodetic Survey in June 1991..
 QO2062
 QO2062.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 QO2062_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2062+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 QO0456 ***********************************************************************
 QO0456  DESIGNATION -  0205 A
 QO0456  PID         -  QO0456
 QO0456  STATE/COUNTY-  MN/ANOKA
 QO0456  USGS QUAD   -  COON RAPIDS (1993)
 QO0456
 QO0456                         *CURRENT SURVEY CONTROL
 QO0456  ___________________________________________________________________
 QO0456* NAD 83(1986)-  45 08 10.     (N)    093 16 13.     (W)     SCALED    
 QO0456* NAVD 88     -       276.682  (meters)     907.75   (feet)  ADJUSTED  
 QO0456  ___________________________________________________________________
 QO0456  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 QO0456  DYNAMIC HT  -         276.677 (meters)     907.73  (feet)  COMP
 QO0456  MODELED GRAV-     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
 QO0456.and adjusted by the National Geodetic Survey in June 1991..
 QO0456
 QO0456.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 QO0456_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 QO0456_SP_SET: BRIDGE WINGWALL
 QO0456_MARK LOGO: MNHD  
 QO0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0456
 QO0456  HISTORY     - Date     Condition        Report By
 QO0456  HISTORY     - UNK      MONUMENTED       MNHD
 QO0456  HISTORY     - 1972     GOOD             MNDT
 QO0456  HISTORY     - 1978     GOOD             MNDT
 QO0456  HISTORY     - 19871011 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0443 ***********************************************************************
 QO0443  DESIGNATION -  0205 C
 QO0443  PID         -  QO0443
 QO0443  STATE/COUNTY-  MN/ANOKA
 QO0443  USGS QUAD   -  COON RAPIDS (1993)
 QO0443
 QO0443                         *CURRENT SURVEY CONTROL
 QO0443  ___________________________________________________________________
 QO0443* NAD 83(1986)-  45 07 44.     (N)    093 16 06.     (W)     SCALED    
 QO0443* NAVD 88     -       270.281  (meters)     886.75   (feet)  ADJUSTED  
 QO0443  ___________________________________________________________________
 QO0443  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 QO0443  DYNAMIC HT  -         270.277 (meters)     886.73  (feet)  COMP
 QO0443  MODELED GRAV-     980,593.5   (mgal)                       NAVD 88
 QO0443
 QO0443  VERT ORDER  -  FIRST     CLASS I
 QO0443
 QO0443.The horizontal coordinates were scaled from a topographic map and have
 QO0443.an estimated accuracy of +/- 6 seconds.
 QO0443
 QO0443.The orthometric height was determined by differential leveling
 QO0443.and adjusted by the National Geodetic Survey in June 1991..
 QO0443
 QO0443.The geoid height was determined by GEOID03.
 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     -   336,810.      857,560.      MT  (+/- 180 meters Scaled)
 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: 15TVK788973(NAD 83)
 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_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 = OCTOBER  6, 2006
 QO0441 ***********************************************************************
 QO0441  DESIGNATION -  0205 D
 QO0441  PID         -  QO0441
 QO0441  STATE/COUNTY-  MN/ANOKA
 QO0441  USGS QUAD   -  COON RAPIDS (1993)
 QO0441
 QO0441                         *CURRENT SURVEY CONTROL
 QO0441  ___________________________________________________________________
 QO0441* NAD 83(1986)-  45 07 33.     (N)    093 15 54.     (W)     SCALED    
 QO0441* NAVD 88     -       270.832  (meters)     888.55   (feet)  ADJUSTED  
 QO0441  ___________________________________________________________________
 QO0441  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 QO0441  DYNAMIC HT  -         270.828 (meters)     888.54  (feet)  COMP
 QO0441  MODELED GRAV-     980,594.2   (mgal)                       NAVD 88
 QO0441
 QO0441  VERT ORDER  -  FIRST     CLASS I
 QO0441
 QO0441.The horizontal coordinates were scaled from a topographic map and have
 QO0441.an estimated accuracy of +/- 6 seconds.
 QO0441
 QO0441.The orthometric height was determined by differential leveling
 QO0441.and adjusted by the National Geodetic Survey in June 1991..
 QO0441
 QO0441.The geoid height was determined by GEOID03.
 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     -   336,470.      857,820.      MT  (+/- 180 meters Scaled)
 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: 15TVK791969(NAD 83)
 QO0441_MARKER: DD = SURVEY 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_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       MNDT
 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 = OCTOBER  6, 2006
 QO0439 ***********************************************************************
 QO0439  DESIGNATION -  0205 F
 QO0439  PID         -  QO0439
 QO0439  STATE/COUNTY-  MN/ANOKA
 QO0439  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0439
 QO0439                         *CURRENT SURVEY CONTROL
 QO0439  ___________________________________________________________________
 QO0439* NAD 83(1986)-  45 06 58.     (N)    093 15 49.     (W)     SCALED    
 QO0439* NAVD 88     -       267.341  (meters)     877.10   (feet)  ADJUSTED  
 QO0439  ___________________________________________________________________
 QO0439  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 QO0439  DYNAMIC HT  -         267.337 (meters)     877.09  (feet)  COMP
 QO0439  MODELED GRAV-     980,595.8   (mgal)                       NAVD 88
 QO0439
 QO0439  VERT ORDER  -  FIRST     CLASS I
 QO0439
 QO0439.The horizontal coordinates were scaled from a topographic map and have
 QO0439.an estimated accuracy of +/- 6 seconds.
 QO0439
 QO0439.The orthometric height was determined by differential leveling
 QO0439.and adjusted by the National Geodetic Survey in June 1991..
 QO0439
 QO0439.The geoid height was determined by GEOID03.
 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     -   335,390.      857,940.      MT  (+/- 180 meters Scaled)
 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: 15TVK792958(NAD 83)
 QO0439_MARKER: DD = SURVEY 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_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       MNDT
 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 = OCTOBER  6, 2006
 QO0438 ***********************************************************************
 QO0438  DESIGNATION -  0205 G
 QO0438  PID         -  QO0438
 QO0438  STATE/COUNTY-  MN/ANOKA
 QO0438  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0438
 QO0438                         *CURRENT SURVEY CONTROL
 QO0438  ___________________________________________________________________
 QO0438* NAD 83(1986)-  45 06 28.     (N)    093 15 49.     (W)     SCALED    
 QO0438* NAVD 88     -       265.241  (meters)     870.21   (feet)  ADJUSTED  
 QO0438  ___________________________________________________________________
 QO0438  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 QO0438  DYNAMIC HT  -         265.237 (meters)     870.20  (feet)  COMP
 QO0438  MODELED GRAV-     980,596.6   (mgal)                       NAVD 88
 QO0438
 QO0438  VERT ORDER  -  FIRST     CLASS I
 QO0438
 QO0438.The horizontal coordinates were scaled from a topographic map and have
 QO0438.an estimated accuracy of +/- 6 seconds.
 QO0438
 QO0438.The orthometric height was determined by differential leveling
 QO0438.and adjusted by the National Geodetic Survey in June 1991..
 QO0438
 QO0438.The geoid height was determined by GEOID03.
 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     -   334,470.      857,950.      MT  (+/- 180 meters Scaled)
 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: 15TVK792949(NAD 83)
 QO0438_MARKER: DD = SURVEY 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_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       MNDT
 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 = OCTOBER  6, 2006
 QO0436 ***********************************************************************
 QO0436  DESIGNATION -  0205 I
 QO0436  PID         -  QO0436
 QO0436  STATE/COUNTY-  MN/ANOKA
 QO0436  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0436
 QO0436                         *CURRENT SURVEY CONTROL
 QO0436  ___________________________________________________________________
 QO0436* NAD 83(1986)-  45 05 46.     (N)    093 15 48.     (W)     SCALED    
 QO0436* NAVD 88     -       261.620  (meters)     858.33   (feet)  ADJUSTED  
 QO0436  ___________________________________________________________________
 QO0436  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 QO0436  DYNAMIC HT  -         261.616 (meters)     858.32  (feet)  COMP
 QO0436  MODELED GRAV-     980,596.8   (mgal)                       NAVD 88
 QO0436
 QO0436  VERT ORDER  -  FIRST     CLASS I
 QO0436
 QO0436.The horizontal coordinates were scaled from a topographic map and have
 QO0436.an estimated accuracy of +/- 6 seconds.
 QO0436
 QO0436.The orthometric height was determined by differential leveling
 QO0436.and adjusted by the National Geodetic Survey in June 1991..
 QO0436
 QO0436.The geoid height was determined by GEOID03.
 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     -   333,170.      857,980.      MT  (+/- 180 meters Scaled)
 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: 15TVK792936(NAD 83)
 QO0436_MARKER: DD = SURVEY 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_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       MNDT
 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 = OCTOBER  6, 2006
 QO0435 ***********************************************************************
 QO0435  DESIGNATION -  0205 J
 QO0435  PID         -  QO0435
 QO0435  STATE/COUNTY-  MN/ANOKA
 QO0435  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0435
 QO0435                         *CURRENT SURVEY CONTROL
 QO0435  ___________________________________________________________________
 QO0435* NAD 83(1986)-  45 05 30.     (N)    093 15 47.     (W)     SCALED    
 QO0435* NAVD 88     -       253.643  (meters)     832.16   (feet)  ADJUSTED  
 QO0435  ___________________________________________________________________
 QO0435  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 QO0435  DYNAMIC HT  -         253.640 (meters)     832.15  (feet)  COMP
 QO0435  MODELED GRAV-     980,596.7   (mgal)                       NAVD 88
 QO0435
 QO0435  VERT ORDER  -  FIRST     CLASS I
 QO0435
 QO0435.The horizontal coordinates were scaled from a topographic map and have
 QO0435.an estimated accuracy of +/- 6 seconds.
 QO0435
 QO0435.The orthometric height was determined by differential leveling
 QO0435.and adjusted by the National Geodetic Survey in June 1991..
 QO0435
 QO0435.The geoid height was determined by GEOID03.
 QO0435
 QO0435.The dynamic height is computed by dividing the NAVD 88
 QO0435.geopotential number by the normal gravity value computed on the
 QO0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0435.degrees latitude (g = 980.6199 gals.).
 QO0435
 QO0435.The modeled gravity was interpolated from observed gravity values.
 QO0435
 QO0435;                    North         East    Units  Estimated Accuracy
 QO0435;SPC MN S     -   332,680.      858,010.      MT  (+/- 180 meters Scaled)
 QO0435
 QO0435                          SUPERSEDED SURVEY CONTROL
 QO0435
 QO0435  NGVD 29 (??/??/92)  253.583  (m)          831.96   (f) ADJ UNCH    1 1
 QO0435
 QO0435.Superseded values are not recommended for survey control.
 QO0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0435.See file dsdata.txt to determine how the superseded data were derived.
 QO0435
 QO0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK793931(NAD 83)
 QO0435_MARKER: DD = SURVEY DISK
 QO0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0435_SP_SET: CULVERT
 QO0435_STAMPING: 0205 J 1968
 QO0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0435
 QO0435  HISTORY     - Date     Condition        Report By
 QO0435  HISTORY     - 1968     MONUMENTED       MNDT
 QO0435  HISTORY     - 1970     GOOD             NGS
 QO0435  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QO0435
 QO0435                          STATION DESCRIPTION
 QO0435
 QO0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0435'0.45 MI N FROM FRIDLEY.
 QO0435'ABOUT 0.45 MILE NORTH ALONG STATE HIGHWAY 47 FROM THE CITY HALL AT
 QO0435'FRIDLEY, 50.5 FEET SOUTH OF THE CENTER LINE OF THE EAST LANES OF THE
 QO0435'HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL
 QO0435'OF A 20- X 10-FOOT DOUBLE-CHANNEL CONCRETE CULVERT FOR RICE CREEK, AND
 QO0435'ABOUT 12 FEET BELOW THE LEVEL OF THE HIGHWAY.  1/4, SEC 14, T30N, R
 QO0435'24W.
 QO0435
 QO0435                          STATION RECOVERY (1990)
 QO0435
 QO0435'RECOVERY NOTE BY US POWER SQUADRON 1990 (TJZ)
 QO0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0434 ***********************************************************************
 QO0434  DESIGNATION -  0205 K
 QO0434  PID         -  QO0434
 QO0434  STATE/COUNTY-  MN/ANOKA
 QO0434  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0434
 QO0434                         *CURRENT SURVEY CONTROL
 QO0434  ___________________________________________________________________
 QO0434* NAD 83(1986)-  45 05 04.     (N)    093 15 48.     (W)     SCALED    
 QO0434* NAVD 88     -       262.148  (meters)     860.06   (feet)  ADJUSTED  
 QO0434  ___________________________________________________________________
 QO0434  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 QO0434  DYNAMIC HT  -         262.145 (meters)     860.05  (feet)  COMP
 QO0434  MODELED GRAV-     980,596.4   (mgal)                       NAVD 88
 QO0434
 QO0434  VERT ORDER  -  FIRST     CLASS I
 QO0434
 QO0434.The horizontal coordinates were scaled from a topographic map and have
 QO0434.an estimated accuracy of +/- 6 seconds.
 QO0434
 QO0434.The orthometric height was determined by differential leveling
 QO0434.and adjusted by the National Geodetic Survey in June 1991..
 QO0434
 QO0434.The geoid height was determined by GEOID03.
 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     -   331,870.      858,000.      MT  (+/- 180 meters Scaled)
 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: 15TVK792923(NAD 83)
 QO0434_MARKER: DD = SURVEY 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_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       MNDT
 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 = OCTOBER  6, 2006
 QO0430 ***********************************************************************
 QO0430  DESIGNATION -  0205 L
 QO0430  PID         -  QO0430
 QO0430  STATE/COUNTY-  MN/ANOKA
 QO0430  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0430
 QO0430                         *CURRENT SURVEY CONTROL
 QO0430  ___________________________________________________________________
 QO0430* NAD 83(1986)-  45 04 38.     (N)    093 15 48.     (W)     SCALED    
 QO0430* NAVD 88     -       258.657  (meters)     848.61   (feet)  ADJUSTED  
 QO0430  ___________________________________________________________________
 QO0430  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 QO0430  DYNAMIC HT  -         258.654 (meters)     848.60  (feet)  COMP
 QO0430  MODELED GRAV-     980,595.9   (mgal)                       NAVD 88
 QO0430
 QO0430  VERT ORDER  -  SECOND    CLASS 0
 QO0430
 QO0430.The horizontal coordinates were scaled from a topographic map and have
 QO0430.an estimated accuracy of +/- 6 seconds.
 QO0430
 QO0430.The orthometric height was determined by differential leveling
 QO0430.and adjusted by the National Geodetic Survey in June 1991..
 QO0430
 QO0430.The geoid height was determined by GEOID03.
 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     -   331,070.      858,000.      MT  (+/- 180 meters Scaled)
 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: 15TVK792915(NAD 83)
 QO0430_MARKER: DD = SURVEY DISK
 QO0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0430_STAMPING: 0205-L 1968
 QO0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0430+STABILITY: SURFACE MOTION
 QO0430
 QO0430  HISTORY     - Date     Condition        Report By
 QO0430  HISTORY     - 1968     MONUMENTED       MNDT
 QO0430  HISTORY     - 1970     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2076 ***********************************************************************
 QO2076  DESIGNATION -  0205 M
 QO2076  PID         -  QO2076
 QO2076  STATE/COUNTY-  MN/ANOKA
 QO2076  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2076
 QO2076                         *CURRENT SURVEY CONTROL
 QO2076  ___________________________________________________________________
 QO2076* NAD 83(1986)-  45 02 26.     (N)    093 15 49.     (W)     SCALED    
 QO2076* NAVD 88     -       280.219  (meters)     919.35   (feet)  ADJUSTED  
 QO2076  ___________________________________________________________________
 QO2076  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 QO2076  DYNAMIC HT  -         280.214 (meters)     919.34  (feet)  COMP
 QO2076  MODELED GRAV-     980,590.0   (mgal)                       NAVD 88
 QO2076
 QO2076  VERT ORDER  -  SECOND    CLASS II
 QO2076
 QO2076.The horizontal coordinates were scaled from a topographic map and have
 QO2076.an estimated accuracy of +/- 6 seconds.
 QO2076
 QO2076.The orthometric height was determined by differential leveling
 QO2076.and adjusted by the National Geodetic Survey in June 1991..
 QO2076
 QO2076.The geoid height was determined by GEOID03.
 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     -   327,000.      858,020.      MT  (+/- 180 meters Scaled)
 QO2076
 QO2076                          SUPERSEDED SURVEY CONTROL
 QO2076
 QO2076.No superseded survey control is available for this station.
 QO2076
 QO2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK792874(NAD 83)
 QO2076_MARKER: DB = BENCH MARK DISK
 QO2076_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2076+WITH SETTING: INTO GROUND
 QO2076_SP_SET: METAL ROD WITH BASE PLATE
 QO2076_STAMPING: 0205 M 1979
 QO2076_MARK LOGO: MNDT  
 QO2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2076+STABILITY: SURFACE MOTION
 QO2076
 QO2076  HISTORY     - Date     Condition        Report By
 QO2076  HISTORY     - 1979     MONUMENTED       MNDT
 QO2076  HISTORY     - 1980     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2077 ***********************************************************************
 QO2077  DESIGNATION -  0205 N
 QO2077  PID         -  QO2077
 QO2077  STATE/COUNTY-  MN/ANOKA
 QO2077  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2077
 QO2077                         *CURRENT SURVEY CONTROL
 QO2077  ___________________________________________________________________
 QO2077* NAD 83(1986)-  45 02 53.     (N)    093 15 49.     (W)     SCALED    
 QO2077* NAVD 88     -       272.622  (meters)     894.43   (feet)  ADJUSTED  
 QO2077  ___________________________________________________________________
 QO2077  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 QO2077  DYNAMIC HT  -         272.617 (meters)     894.41  (feet)  COMP
 QO2077  MODELED GRAV-     980,591.5   (mgal)                       NAVD 88
 QO2077
 QO2077  VERT ORDER  -  SECOND    CLASS II
 QO2077
 QO2077.The horizontal coordinates were scaled from a topographic map and have
 QO2077.an estimated accuracy of +/- 6 seconds.
 QO2077
 QO2077.The orthometric height was determined by differential leveling
 QO2077.and adjusted by the National Geodetic Survey in June 1991..
 QO2077
 QO2077.The geoid height was determined by GEOID03.
 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     -   327,830.      858,010.      MT  (+/- 180 meters Scaled)
 QO2077
 QO2077                          SUPERSEDED SURVEY CONTROL
 QO2077
 QO2077.No superseded survey control is available for this station.
 QO2077
 QO2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK792883(NAD 83)
 QO2077_MARKER: DB = BENCH MARK DISK
 QO2077_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2077+WITH SETTING: INTO GROUND
 QO2077_SP_SET: METAL ROD WITH BASE PLATE
 QO2077_STAMPING: 0205 N 1979
 QO2077_MARK LOGO: MNDT  
 QO2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2077+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 QO2078 ***********************************************************************
 QO2078  DESIGNATION -  0205 P
 QO2078  PID         -  QO2078
 QO2078  STATE/COUNTY-  MN/ANOKA
 QO2078  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2078
 QO2078                         *CURRENT SURVEY CONTROL
 QO2078  ___________________________________________________________________
 QO2078* NAD 83(1986)-  45 03 20.     (N)    093 15 49.     (W)     SCALED    
 QO2078* NAVD 88     -       256.390  (meters)     841.17   (feet)  ADJUSTED  
 QO2078  ___________________________________________________________________
 QO2078  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 QO2078  DYNAMIC HT  -         256.386 (meters)     841.16  (feet)  COMP
 QO2078  MODELED GRAV-     980,592.9   (mgal)                       NAVD 88
 QO2078
 QO2078  VERT ORDER  -  SECOND    CLASS II
 QO2078
 QO2078.The horizontal coordinates were scaled from a topographic map and have
 QO2078.an estimated accuracy of +/- 6 seconds.
 QO2078
 QO2078.The orthometric height was determined by differential leveling
 QO2078.and adjusted by the National Geodetic Survey in June 1991..
 QO2078
 QO2078.The geoid height was determined by GEOID03.
 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     -   328,660.      858,000.      MT  (+/- 180 meters Scaled)
 QO2078
 QO2078                          SUPERSEDED SURVEY CONTROL
 QO2078
 QO2078.No superseded survey control is available for this station.
 QO2078
 QO2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK792891(NAD 83)
 QO2078_MARKER: DB = BENCH MARK DISK
 QO2078_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2078+WITH SETTING: INTO GROUND
 QO2078_SP_SET: METAL ROD WITH BASE PLATE
 QO2078_STAMPING: 0205 P 1979
 QO2078_MARK LOGO: MNDT  
 QO2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2078+STABILITY: SURFACE MOTION
 QO2078
 QO2078  HISTORY     - Date     Condition        Report By
 QO2078  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2079 ***********************************************************************
 QO2079  DESIGNATION -  0205 Q
 QO2079  PID         -  QO2079
 QO2079  STATE/COUNTY-  MN/ANOKA
 QO2079  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2079
 QO2079                         *CURRENT SURVEY CONTROL
 QO2079  ___________________________________________________________________
 QO2079* NAD 83(1986)-  45 03 41.     (N)    093 15 50.     (W)     SCALED    
 QO2079* NAVD 88     -       257.582  (meters)     845.08   (feet)  ADJUSTED  
 QO2079  ___________________________________________________________________
 QO2079  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 QO2079  DYNAMIC HT  -         257.578 (meters)     845.07  (feet)  COMP
 QO2079  MODELED GRAV-     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
 QO2079.and adjusted by the National Geodetic Survey in June 1991..
 QO2079
 QO2079.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2056 ***********************************************************************
 QO2056  DESIGNATION -  0205 R
 QO2056  PID         -  QO2056
 QO2056  STATE/COUNTY-  MN/ANOKA
 QO2056  USGS QUAD   -  COON RAPIDS (1993)
 QO2056
 QO2056                         *CURRENT SURVEY CONTROL
 QO2056  ___________________________________________________________________
 QO2056* NAD 83(1986)-  45 08 07.     (N)    093 16 11.     (W)     SCALED    
 QO2056* NAVD 88     -       276.858  (meters)     908.33   (feet)  ADJUSTED  
 QO2056  ___________________________________________________________________
 QO2056  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 QO2056  DYNAMIC HT  -         276.854 (meters)     908.31  (feet)  COMP
 QO2056  MODELED GRAV-     980,591.7   (mgal)                       NAVD 88
 QO2056
 QO2056  VERT ORDER  -  SECOND    CLASS II
 QO2056
 QO2056.The horizontal coordinates were scaled from a topographic map and have
 QO2056.an estimated accuracy of +/- 6 seconds.
 QO2056
 QO2056.The orthometric height was determined by differential leveling
 QO2056.and adjusted by the National Geodetic Survey in June 1991..
 QO2056
 QO2056.The geoid height was determined by GEOID03.
 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     -   337,520.      857,440.      MT  (+/- 180 meters Scaled)
 QO2056
 QO2056                          SUPERSEDED SURVEY CONTROL
 QO2056
 QO2056.No superseded survey control is available for this station.
 QO2056
 QO2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK787980(NAD 83)
 QO2056_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2056
 QO2056  HISTORY     - Date     Condition        Report By
 QO2056  HISTORY     - 1979     MONUMENTED       MNDT
 QO2056  HISTORY     - 19920823 GOOD             USPSQD
 QO2056
 QO2056                          STATION DESCRIPTION
 QO2056
 QO2056'DESCRIBED BY MN DEPT OF TRANSP 1979
 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 = OCTOBER  6, 2006
 QO2081 ***********************************************************************
 QO2081  DESIGNATION -  0206 A
 QO2081  PID         -  QO2081
 QO2081  STATE/COUNTY-  MN/ANOKA
 QO2081  USGS QUAD   -  ANOKA (1993)
 QO2081
 QO2081                         *CURRENT SURVEY CONTROL
 QO2081  ___________________________________________________________________
 QO2081* NAD 83(1986)-  45 12 45.     (N)    093 23 26.     (W)     SCALED    
 QO2081* NAVD 88     -       262.410  (meters)     860.92   (feet)  ADJUSTED  
 QO2081  ___________________________________________________________________
 QO2081  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 QO2081  DYNAMIC HT  -         262.390 (meters)     860.86  (feet)  COMP
 QO2081  MODELED GRAV-     980,533.8   (mgal)                       NAVD 88
 QO2081
 QO2081  VERT ORDER  -  SECOND    CLASS I
 QO2081
 QO2081.The horizontal coordinates were scaled from a topographic map and have
 QO2081.an estimated accuracy of +/- 6 seconds.
 QO2081
 QO2081.The orthometric height was determined by differential leveling
 QO2081.and adjusted by the National Geodetic Survey in June 1991..
 QO2081
 QO2081.The geoid height was determined by GEOID03.
 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     -   346,020.      847,870.      MT  (+/- 180 meters Scaled)
 QO2081
 QO2081                          SUPERSEDED SURVEY CONTROL
 QO2081
 QO2081.No superseded survey control is available for this station.
 QO2081
 QO2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL693066(NAD 83)
 QO2081_MARKER: DB = BENCH MARK DISK
 QO2081_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2081+WITH SETTING: INTO GROUND
 QO2081_SP_SET: METAL ROD WITH BASE PLATE
 QO2081_STAMPING: 0206 A 1979
 QO2081_MARK LOGO: MNDT  
 QO2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2081+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 QO2104 ***********************************************************************
 QO2104  DESIGNATION -  0206 AA
 QO2104  PID         -  QO2104
 QO2104  STATE/COUNTY-  MN/ANOKA
 QO2104  USGS QUAD   -  ST FRANCIS (1974)
 QO2104
 QO2104                         *CURRENT SURVEY CONTROL
 QO2104  ___________________________________________________________________
 QO2104* NAD 83(1986)-  45 22 53.     (N)    093 22 26.     (W)     SCALED    
 QO2104* NAVD 88     -       278.759  (meters)     914.56   (feet)  ADJUSTED  
 QO2104  ___________________________________________________________________
 QO2104  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 QO2104  DYNAMIC HT  -         278.741 (meters)     914.50  (feet)  COMP
 QO2104  MODELED GRAV-     980,544.5   (mgal)                       NAVD 88
 QO2104
 QO2104  VERT ORDER  -  SECOND    CLASS I
 QO2104
 QO2104.The horizontal coordinates were scaled from a topographic map and have
 QO2104.an estimated accuracy of +/- 6 seconds.
 QO2104
 QO2104.The orthometric height was determined by differential leveling
 QO2104.and adjusted by the National Geodetic Survey in June 1991..
 QO2104
 QO2104.The geoid height was determined by GEOID03.
 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     -   364,800.      849,040.      MT  (+/- 180 meters Scaled)
 QO2104
 QO2104                          SUPERSEDED SURVEY CONTROL
 QO2104
 QO2104.No superseded survey control is available for this station.
 QO2104
 QO2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL707253(NAD 83)
 QO2104_MARKER: DV = VERTICAL CONTROL DISK
 QO2104_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2104+WITH SETTING: INTO GROUND
 QO2104_SP_SET: METAL ROD WITH BASE PLATE
 QO2104_STAMPING: 0206 AA 1979
 QO2104_MARK LOGO: MNDT  
 QO2104_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2104+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 QO2114 ***********************************************************************
 QO2114  DESIGNATION -  0206 AB 10
 QO2114  PID         -  QO2114
 QO2114  STATE/COUNTY-  MN/ANOKA
 QO2114  USGS QUAD   -  ST FRANCIS (1974)
 QO2114
 QO2114                         *CURRENT SURVEY CONTROL
 QO2114  ___________________________________________________________________
 QO2114* NAD 83(1986)-  45 23 26.     (N)    093 15 54.     (W)     SCALED    
 QO2114* NAVD 88     -       278.802  (meters)     914.70   (feet)  ADJUSTED  
 QO2114  ___________________________________________________________________
 QO2114  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 QO2114  DYNAMIC HT  -         278.782 (meters)     914.64  (feet)  COMP
 QO2114  MODELED GRAV-     980,537.9   (mgal)                       NAVD 88
 QO2114
 QO2114  VERT ORDER  -  SECOND    CLASS I
 QO2114
 QO2114.The horizontal coordinates were scaled from a topographic map and have
 QO2114.an estimated accuracy of +/- 6 seconds.
 QO2114
 QO2114.The orthometric height was determined by differential leveling
 QO2114.and adjusted by the National Geodetic Survey in June 1991..
 QO2114
 QO2114.The geoid height was determined by GEOID03.
 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     -   365,890.      857,560.      MT  (+/- 180 meters Scaled)
 QO2114
 QO2114                          SUPERSEDED SURVEY CONTROL
 QO2114
 QO2114.No superseded survey control is available for this station.
 QO2114
 QO2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL792263(NAD 83)
 QO2114_MARKER: DB = BENCH MARK 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_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 = OCTOBER  6, 2006
 QO2115 ***********************************************************************
 QO2115  DESIGNATION -  0206 AB 11
 QO2115  PID         -  QO2115
 QO2115  STATE/COUNTY-  MN/ANOKA
 QO2115  USGS QUAD   -  ST FRANCIS (1974)
 QO2115
 QO2115                         *CURRENT SURVEY CONTROL
 QO2115  ___________________________________________________________________
 QO2115* NAD 83(1986)-  45 23 57.     (N)    093 15 57.     (W)     SCALED    
 QO2115* NAVD 88     -       282.768  (meters)     927.71   (feet)  ADJUSTED  
 QO2115  ___________________________________________________________________
 QO2115  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 QO2115  DYNAMIC HT  -         282.748 (meters)     927.65  (feet)  COMP
 QO2115  MODELED GRAV-     980,538.8   (mgal)                       NAVD 88
 QO2115
 QO2115  VERT ORDER  -  SECOND    CLASS I
 QO2115
 QO2115.The horizontal coordinates were scaled from a topographic map and have
 QO2115.an estimated accuracy of +/- 6 seconds.
 QO2115
 QO2115.The orthometric height was determined by differential leveling
 QO2115.and adjusted by the National Geodetic Survey in June 1991..
 QO2115
 QO2115.The geoid height was determined by GEOID03.
 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     -   366,850.      857,490.      MT  (+/- 180 meters Scaled)
 QO2115
 QO2115                          SUPERSEDED SURVEY CONTROL
 QO2115
 QO2115.No superseded survey control is available for this station.
 QO2115
 QO2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL791273(NAD 83)
 QO2115_MARKER: DB = BENCH MARK 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_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 = OCTOBER  6, 2006
 QO2116 ***********************************************************************
 QO2116  DESIGNATION -  0206 AB 12
 QO2116  PID         -  QO2116
 QO2116  STATE/COUNTY-  MN/ANOKA
 QO2116  USGS QUAD   -  ST FRANCIS (1974)
 QO2116
 QO2116                         *CURRENT SURVEY CONTROL
 QO2116  ___________________________________________________________________
 QO2116* NAD 83(1986)-  45 23 58.     (N)    093 15 03.     (W)     SCALED    
 QO2116* NAVD 88     -       282.295  (meters)     926.16   (feet)  ADJUSTED  
 QO2116  ___________________________________________________________________
 QO2116  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 QO2116  DYNAMIC HT  -         282.275 (meters)     926.10  (feet)  COMP
 QO2116  MODELED GRAV-     980,537.0   (mgal)                       NAVD 88
 QO2116
 QO2116  VERT ORDER  -  SECOND    CLASS I
 QO2116
 QO2116.The horizontal coordinates were scaled from a topographic map and have
 QO2116.an estimated accuracy of +/- 6 seconds.
 QO2116
 QO2116.The orthometric height was determined by differential leveling
 QO2116.and adjusted by the National Geodetic Survey in June 1991..
 QO2116
 QO2116.The geoid height was determined by GEOID03.
 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     -   366,890.      858,660.      MT  (+/- 180 meters Scaled)
 QO2116
 QO2116                          SUPERSEDED SURVEY CONTROL
 QO2116
 QO2116.No superseded survey control is available for this station.
 QO2116
 QO2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL803273(NAD 83)
 QO2116_MARKER: DB = BENCH MARK 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_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 = OCTOBER  6, 2006
 QO2117 ***********************************************************************
 QO2117  DESIGNATION -  0206 AB 13
 QO2117  PID         -  QO2117
 QO2117  STATE/COUNTY-  MN/ANOKA
 QO2117  USGS QUAD   -  ISANTI (1974)
 QO2117
 QO2117                         *CURRENT SURVEY CONTROL
 QO2117  ___________________________________________________________________
 QO2117* NAD 83(1986)-  45 23 57.     (N)    093 14 08.     (W)     SCALED    
 QO2117* NAVD 88     -       283.214  (meters)     929.18   (feet)  ADJUSTED  
 QO2117  ___________________________________________________________________
 QO2117  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 QO2117  DYNAMIC HT  -         283.193 (meters)     929.11  (feet)  COMP
 QO2117  MODELED GRAV-     980,535.2   (mgal)                       NAVD 88
 QO2117
 QO2117  VERT ORDER  -  SECOND    CLASS I
 QO2117
 QO2117.The horizontal coordinates were scaled from a topographic map and have
 QO2117.an estimated accuracy of +/- 6 seconds.
 QO2117
 QO2117.The orthometric height was determined by differential leveling
 QO2117.and adjusted by the National Geodetic Survey in June 1991..
 QO2117
 QO2117.The geoid height was determined by GEOID03.
 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     -   366,870.      859,860.      MT  (+/- 180 meters Scaled)
 QO2117
 QO2117                          SUPERSEDED SURVEY CONTROL
 QO2117
 QO2117.No superseded survey control is available for this station.
 QO2117
 QO2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL815273(NAD 83)
 QO2117_MARKER: DB = BENCH MARK DISK
 QO2117_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2117+WITH SETTING: INTO GROUND
 QO2117_SP_SET: METAL ROD WITH BASE PLATE
 QO2117_STAMPING: 0206 AB 13 1979
 QO2117_MARK LOGO: MNDT  
 QO2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2117+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 QO2106 ***********************************************************************
 QO2106  DESIGNATION -  0206 AB 2
 QO2106  PID         -  QO2106
 QO2106  STATE/COUNTY-  MN/ANOKA
 QO2106  USGS QUAD   -  ST FRANCIS (1974)
 QO2106
 QO2106                         *CURRENT SURVEY CONTROL
 QO2106  ___________________________________________________________________
 QO2106* NAD 83(1986)-  45 23 07.     (N)    093 20 43.     (W)     SCALED    
 QO2106* NAVD 88     -       280.913  (meters)     921.63   (feet)  ADJUSTED  
 QO2106  ___________________________________________________________________
 QO2106  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 QO2106  DYNAMIC HT  -         280.895 (meters)     921.57  (feet)  COMP
 QO2106  MODELED GRAV-     980,545.4   (mgal)                       NAVD 88
 QO2106
 QO2106  VERT ORDER  -  SECOND    CLASS I
 QO2106
 QO2106.The horizontal coordinates were scaled from a topographic map and have
 QO2106.an estimated accuracy of +/- 6 seconds.
 QO2106
 QO2106.The orthometric height was determined by differential leveling
 QO2106.and adjusted by the National Geodetic Survey in June 1991..
 QO2106
 QO2106.The geoid height was determined by GEOID03.
 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     -   365,250.      851,280.      MT  (+/- 180 meters Scaled)
 QO2106
 QO2106                          SUPERSEDED SURVEY CONTROL
 QO2106
 QO2106.No superseded survey control is available for this station.
 QO2106
 QO2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL729258(NAD 83)
 QO2106_MARKER: DB = BENCH MARK DISK
 QO2106_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2106+WITH SETTING: INTO GROUND
 QO2106_SP_SET: METAL ROD WITH BASE PLATE
 QO2106_STAMPING: 0206 AB 2 1979
 QO2106_MARK LOGO: MNDT  
 QO2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2106+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 QO2107 ***********************************************************************
 QO2107  DESIGNATION -  0206 AB 3
 QO2107  PID         -  QO2107
 QO2107  STATE/COUNTY-  MN/ANOKA
 QO2107  USGS QUAD   -  ST FRANCIS (1974)
 QO2107
 QO2107                         *CURRENT SURVEY CONTROL
 QO2107  ___________________________________________________________________
 QO2107* NAD 83(1986)-  45 23 05.     (N)    093 20 03.     (W)     SCALED    
 QO2107* NAVD 88     -       279.144  (meters)     915.82   (feet)  ADJUSTED  
 QO2107  ___________________________________________________________________
 QO2107  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 QO2107  DYNAMIC HT  -         279.126 (meters)     915.77  (feet)  COMP
 QO2107  MODELED GRAV-     980,544.6   (mgal)                       NAVD 88
 QO2107
 QO2107  VERT ORDER  -  SECOND    CLASS I
 QO2107
 QO2107.The horizontal coordinates were scaled from a topographic map and have
 QO2107.an estimated accuracy of +/- 6 seconds.
 QO2107
 QO2107.The orthometric height was determined by differential leveling
 QO2107.and adjusted by the National Geodetic Survey in June 1991..
 QO2107
 QO2107.The geoid height was determined by GEOID03.
 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     -   365,200.      852,150.      MT  (+/- 180 meters Scaled)
 QO2107
 QO2107                          SUPERSEDED SURVEY CONTROL
 QO2107
 QO2107.No superseded survey control is available for this station.
 QO2107
 QO2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL738257(NAD 83)
 QO2107_MARKER: DB = BENCH MARK 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_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 = OCTOBER  6, 2006
 QO2108 ***********************************************************************
 QO2108  DESIGNATION -  0206 AB 4
 QO2108  PID         -  QO2108
 QO2108  STATE/COUNTY-  MN/ANOKA
 QO2108  USGS QUAD   -  ST FRANCIS (1974)
 QO2108
 QO2108                         *CURRENT SURVEY CONTROL
 QO2108  ___________________________________________________________________
 QO2108* NAD 83(1986)-  45 23 06.     (N)    093 19 17.     (W)     SCALED    
 QO2108* NAVD 88     -       283.169  (meters)     929.03   (feet)  ADJUSTED  
 QO2108  ___________________________________________________________________
 QO2108  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 QO2108  DYNAMIC HT  -         283.150 (meters)     928.97  (feet)  COMP
 QO2108  MODELED GRAV-     980,543.5   (mgal)                       NAVD 88
 QO2108
 QO2108  VERT ORDER  -  SECOND    CLASS I
 QO2108
 QO2108.The horizontal coordinates were scaled from a topographic map and have
 QO2108.an estimated accuracy of +/- 6 seconds.
 QO2108
 QO2108.The orthometric height was determined by differential leveling
 QO2108.and adjusted by the National Geodetic Survey in June 1991..
 QO2108
 QO2108.The geoid height was determined by GEOID03.
 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     -   365,230.      853,150.      MT  (+/- 180 meters Scaled)
 QO2108
 QO2108                          SUPERSEDED SURVEY CONTROL
 QO2108
 QO2108.No superseded survey control is available for this station.
 QO2108
 QO2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL748257(NAD 83)
 QO2108_MARKER: DB = BENCH MARK DISK
 QO2108_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2108+WITH SETTING: INTO GROUND
 QO2108_SP_SET: METAL ROD WITH BASE PLATE
 QO2108_STAMPING: 0206 AB 4 1979
 QO2108_MARK LOGO: MNDT  
 QO2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2108+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 QO2109 ***********************************************************************
 QO2109  DESIGNATION -  0206 AB 5
 QO2109  PID         -  QO2109
 QO2109  STATE/COUNTY-  MN/ANOKA
 QO2109  USGS QUAD   -  ST FRANCIS (1974)
 QO2109
 QO2109                         *CURRENT SURVEY CONTROL
 QO2109  ___________________________________________________________________
 QO2109* NAD 83(1986)-  45 23 07.     (N)    093 18 59.     (W)     SCALED    
 QO2109* NAVD 88     -       287.267  (meters)     942.48   (feet)  ADJUSTED  
 QO2109  ___________________________________________________________________
 QO2109  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 QO2109  DYNAMIC HT  -         287.248 (meters)     942.41  (feet)  COMP
 QO2109  MODELED GRAV-     980,543.0   (mgal)                       NAVD 88
 QO2109
 QO2109  VERT ORDER  -  SECOND    CLASS I
 QO2109
 QO2109.The horizontal coordinates were scaled from a topographic map and have
 QO2109.an estimated accuracy of +/- 6 seconds.
 QO2109
 QO2109.The orthometric height was determined by differential leveling
 QO2109.and adjusted by the National Geodetic Survey in June 1991..
 QO2109
 QO2109.The geoid height was determined by GEOID03.
 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     -   365,270.      853,540.      MT  (+/- 180 meters Scaled)
 QO2109
 QO2109                          SUPERSEDED SURVEY CONTROL
 QO2109
 QO2109.No superseded survey control is available for this station.
 QO2109
 QO2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL752258(NAD 83)
 QO2109_MARKER: DB = BENCH MARK DISK
 QO2109_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2109+WITH SETTING: INTO GROUND
 QO2109_SP_SET: METAL ROD WITH BASE PLATE
 QO2109_STAMPING: 0206 AB 5 1979
 QO2109_MARK LOGO: MNDT  
 QO2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2109+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 QO2110 ***********************************************************************
 QO2110  DESIGNATION -  0206 AB 6
 QO2110  PID         -  QO2110
 QO2110  STATE/COUNTY-  MN/ANOKA
 QO2110  USGS QUAD   -  ST FRANCIS (1974)
 QO2110
 QO2110                         *CURRENT SURVEY CONTROL
 QO2110  ___________________________________________________________________
 QO2110* NAD 83(1986)-  45 23 04.     (N)    093 18 25.     (W)     SCALED    
 QO2110* NAVD 88     -       282.314  (meters)     926.23   (feet)  ADJUSTED  
 QO2110  ___________________________________________________________________
 QO2110  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 QO2110  DYNAMIC HT  -         282.295 (meters)     926.16  (feet)  COMP
 QO2110  MODELED GRAV-     980,541.9   (mgal)                       NAVD 88
 QO2110
 QO2110  VERT ORDER  -  SECOND    CLASS I
 QO2110
 QO2110.The horizontal coordinates were scaled from a topographic map and have
 QO2110.an estimated accuracy of +/- 6 seconds.
 QO2110
 QO2110.The orthometric height was determined by differential leveling
 QO2110.and adjusted by the National Geodetic Survey in June 1991..
 QO2110
 QO2110.The geoid height was determined by GEOID03.
 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     -   365,180.      854,280.      MT  (+/- 180 meters Scaled)
 QO2110
 QO2110                          SUPERSEDED SURVEY CONTROL
 QO2110
 QO2110.No superseded survey control is available for this station.
 QO2110
 QO2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL759257(NAD 83)
 QO2110_MARKER: DB = BENCH MARK DISK
 QO2110_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2110+WITH SETTING: INTO GROUND
 QO2110_SP_SET: METAL ROD WITH BASE PLATE
 QO2110_STAMPING: 0206 AB 6 1979
 QO2110_MARK LOGO: MNDT  
 QO2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2110+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 QO2111 ***********************************************************************
 QO2111  DESIGNATION -  0206 AB 7
 QO2111  PID         -  QO2111
 QO2111  STATE/COUNTY-  MN/ANOKA
 QO2111  USGS QUAD   -  ST FRANCIS (1974)
 QO2111
 QO2111                         *CURRENT SURVEY CONTROL
 QO2111  ___________________________________________________________________
 QO2111* NAD 83(1986)-  45 23 04.     (N)    093 17 41.     (W)     SCALED    
 QO2111* NAVD 88     -       281.362  (meters)     923.10   (feet)  ADJUSTED  
 QO2111  ___________________________________________________________________
 QO2111  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 QO2111  DYNAMIC HT  -         281.343 (meters)     923.04  (feet)  COMP
 QO2111  MODELED GRAV-     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
 QO2111.and adjusted by the National Geodetic Survey in June 1991..
 QO2111
 QO2111.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK 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_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 = OCTOBER  6, 2006
 QO2112 ***********************************************************************
 QO2112  DESIGNATION -  0206 AB 8
 QO2112  PID         -  QO2112
 QO2112  STATE/COUNTY-  MN/ANOKA
 QO2112  USGS QUAD   -  ST FRANCIS (1974)
 QO2112
 QO2112                         *CURRENT SURVEY CONTROL
 QO2112  ___________________________________________________________________
 QO2112* NAD 83(1986)-  45 23 04.     (N)    093 17 13.     (W)     SCALED    
 QO2112* NAVD 88     -       282.696  (meters)     927.48   (feet)  ADJUSTED  
 QO2112  ___________________________________________________________________
 QO2112  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 QO2112  DYNAMIC HT  -         282.676 (meters)     927.41  (feet)  COMP
 QO2112  MODELED GRAV-     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
 QO2112.and adjusted by the National Geodetic Survey in June 1991..
 QO2112
 QO2112.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2113 ***********************************************************************
 QO2113  DESIGNATION -  0206 AB 9
 QO2113  PID         -  QO2113
 QO2113  STATE/COUNTY-  MN/ANOKA
 QO2113  USGS QUAD   -  ST FRANCIS (1974)
 QO2113
 QO2113                         *CURRENT SURVEY CONTROL
 QO2113  ___________________________________________________________________
 QO2113* NAD 83(1986)-  45 23 06.     (N)    093 16 16.     (W)     SCALED    
 QO2113* NAVD 88     -       282.156  (meters)     925.71   (feet)  ADJUSTED  
 QO2113  ___________________________________________________________________
 QO2113  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 QO2113  DYNAMIC HT  -         282.136 (meters)     925.64  (feet)  COMP
 QO2113  MODELED GRAV-     980,538.1   (mgal)                       NAVD 88
 QO2113
 QO2113  VERT ORDER  -  SECOND    CLASS I
 QO2113
 QO2113.The horizontal coordinates were scaled from a topographic map and have
 QO2113.an estimated accuracy of +/- 6 seconds.
 QO2113
 QO2113.The orthometric height was determined by differential leveling
 QO2113.and adjusted by the National Geodetic Survey in June 1991..
 QO2113
 QO2113.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QO2113;SPC MN S     -   365,270.      857,090.      MT  (+/- 180 meters Scaled)
 QO2113
 QO2113                          SUPERSEDED SURVEY CONTROL
 QO2113
 QO2113.No superseded survey control is available for this station.
 QO2113
 QO2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL787257(NAD 83)
 QO2113_MARKER: DB = BENCH MARK DISK
 QO2113_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2113+WITH SETTING: INTO GROUND
 QO2113_SP_SET: METAL ROD WITH BASE PLATE
 QO2113_STAMPING: 0206 AB 9 1979
 QO2113_MARK LOGO: MNDT  
 QO2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2113+STABILITY: SURFACE MOTION
 QO2113
 QO2113  HISTORY     - Date     Condition        Report By
 QO2113  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8957 ***********************************************************************
 AH8957  DESIGNATION -  0206 AC
 AH8957  PID         -  AH8957
 AH8957  STATE/COUNTY-  MN/ANOKA
 AH8957  USGS QUAD   -  ST FRANCIS (1974)
 AH8957
 AH8957                         *CURRENT SURVEY CONTROL
 AH8957  ___________________________________________________________________
 AH8957* NAD 83(1986)-  45 23 57.     (N)    093 22 03.     (W)     SCALED    
 AH8957* NAVD 88     -       279.493  (meters)     916.97   (feet)  ADJUSTED  
 AH8957  ___________________________________________________________________
 AH8957  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AH8957  DYNAMIC HT  -         279.476 (meters)     916.91  (feet)  COMP
 AH8957  MODELED GRAV-     980,548.8   (mgal)                       NAVD 88
 AH8957
 AH8957  VERT ORDER  -  SECOND    CLASS I
 AH8957
 AH8957.The horizontal coordinates were scaled from a topographic map and have
 AH8957.an estimated accuracy of +/- 6 seconds.
 AH8957
 AH8957.The orthometric height was determined by differential leveling
 AH8957.and adjusted by the National Geodetic Survey in May 2000..
 AH8957
 AH8957.The geoid height was determined by GEOID03.
 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     -   366,780.      849,530.      MT  (+/- 180 meters Scaled)
 AH8957
 AH8957                          SUPERSEDED SURVEY CONTROL
 AH8957
 AH8957.No superseded survey control is available for this station.
 AH8957
 AH8957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL712273(NAD 83)
 AH8957_MARKER: DV = VERTICAL CONTROL DISK
 AH8957_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8957_STAMPING: 0206 AC 1991
 AH8957_MARK LOGO: MNDT  
 AH8957_PROJECTION: RECESSED 3 CENTIMETERS
 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     - 1991     MONUMENTED       MNDT
 AH8957  HISTORY     - 20041120 GOOD             USPSQD
 AH8957
 AH8957                          STATION DESCRIPTION
 AH8957
 AH8957'DESCRIBED BY MN DEPT OF TRANSP 1991 (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 = OCTOBER  6, 2006
 AH8958 ***********************************************************************
 AH8958  DESIGNATION -  0206 AD
 AH8958  PID         -  AH8958
 AH8958  STATE/COUNTY-  MN/ANOKA
 AH8958  USGS QUAD   -  ST FRANCIS (1974)
 AH8958
 AH8958                         *CURRENT SURVEY CONTROL
 AH8958  ___________________________________________________________________
 AH8958* NAD 83(1986)-  45 24 22.     (N)    093 22 06.     (W)     SCALED    
 AH8958* NAVD 88     -       280.647  (meters)     920.76   (feet)  ADJUSTED  
 AH8958  ___________________________________________________________________
 AH8958  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AH8958  DYNAMIC HT  -         280.630 (meters)     920.70  (feet)  COMP
 AH8958  MODELED GRAV-     980,550.3   (mgal)                       NAVD 88
 AH8958
 AH8958  VERT ORDER  -  SECOND    CLASS I
 AH8958
 AH8958.The horizontal coordinates were scaled from a topographic map and have
 AH8958.an estimated accuracy of +/- 6 seconds.
 AH8958
 AH8958.The orthometric height was determined by differential leveling
 AH8958.and adjusted by the National Geodetic Survey in May 2000..
 AH8958
 AH8958.The geoid height was determined by GEOID03.
 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     -   367,550.      849,450.      MT  (+/- 180 meters Scaled)
 AH8958
 AH8958                          SUPERSEDED SURVEY CONTROL
 AH8958
 AH8958.No superseded survey control is available for this station.
 AH8958
 AH8958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL711281(NAD 83)
 AH8958_MARKER: DV = VERTICAL CONTROL DISK
 AH8958_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8958_STAMPING: 0206 AD 1991
 AH8958_MARK LOGO: MNDT  
 AH8958_PROJECTION: RECESSED 3 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     - 1991     MONUMENTED       MNDT
 AH8958  HISTORY     - 20041120 GOOD             USPSQD
 AH8958
 AH8958                          STATION DESCRIPTION
 AH8958
 AH8958'DESCRIBED BY MN DEPT OF TRANSP 1991 (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 = OCTOBER  6, 2006
 QO2082 ***********************************************************************
 QO2082  DESIGNATION -  0206 B
 QO2082  PID         -  QO2082
 QO2082  STATE/COUNTY-  MN/ANOKA
 QO2082  USGS QUAD   -  ANOKA (1993)
 QO2082
 QO2082                         *CURRENT SURVEY CONTROL
 QO2082  ___________________________________________________________________
 QO2082* NAD 83(1986)-  45 12 59.     (N)    093 23 17.     (W)     SCALED    
 QO2082* NAVD 88     -       261.866  (meters)     859.14   (feet)  ADJUSTED  
 QO2082  ___________________________________________________________________
 QO2082  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 QO2082  DYNAMIC HT  -         261.846 (meters)     859.07  (feet)  COMP
 QO2082  MODELED GRAV-     980,533.0   (mgal)                       NAVD 88
 QO2082
 QO2082  VERT ORDER  -  SECOND    CLASS I
 QO2082
 QO2082.The horizontal coordinates were scaled from a topographic map and have
 QO2082.an estimated accuracy of +/- 6 seconds.
 QO2082
 QO2082.The orthometric height was determined by differential leveling
 QO2082.and adjusted by the National Geodetic Survey in June 1991..
 QO2082
 QO2082.The geoid height was determined by GEOID03.
 QO2082
 QO2082.The dynamic height is computed by dividing the NAVD 88
 QO2082.geopotential number by the normal gravity value computed on the
 QO2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2082.degrees latitude (g = 980.6199 gals.).
 QO2082
 QO2082.The modeled gravity was interpolated from observed gravity values.
 QO2082
 QO2082;                    North         East    Units  Estimated Accuracy
 QO2082;SPC MN S     -   346,450.      848,070.      MT  (+/- 180 meters Scaled)
 QO2082
 QO2082                          SUPERSEDED SURVEY CONTROL
 QO2082
 QO2082.No superseded survey control is available for this station.
 QO2082
 QO2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL695070(NAD 83)
 QO2082_MARKER: DB = BENCH MARK DISK
 QO2082_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2082+WITH SETTING: INTO GROUND
 QO2082_SP_SET: METAL ROD WITH BASE PLATE
 QO2082_STAMPING: 0206 B 1979
 QO2082_MARK LOGO: MNDT  
 QO2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2082+STABILITY: SURFACE MOTION
 QO2082
 QO2082  HISTORY     - Date     Condition        Report By
 QO2082  HISTORY     - 1979     MONUMENTED       MNDT
 QO2082
 QO2082                          STATION DESCRIPTION
 QO2082
 QO2082'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2082'IN ANOKA.
 QO2082'THE MARK IS LOCATED 0.9 MILE NORTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2082'NORTH JUNCTION WITH TRUNK HIGHWAY 10 IN ANOKA AND IS NEAR HIGHWAY 47
 QO2082'MILE POINT 21.55 IN THE SE 1/4 OF SECTION 36, T32N, R25W.  THE MARK
 QO2082'IS 30.5 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY
 QO2082'47, 19 FEET NORTH OF THE CENTER OF AN ENTRANCE IN THE NORTHWEST
 QO2082'CORNER OF THE ANOKA COUNTY FAIRGROUNDS, 2 FEET WEST OF A WIRE FENCE
 QO2082'AND 2 FEET WEST OF A SURVEY MARKER SIGN TIED ON A CHAIN LINK FENCE.
 QO2082'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---0206 B
 QO2082'1979---, IS ON TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES
 QO2082'OF STEEL POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN
 QO2082'A 6 INCH DIAMETER HOLE THEN BACKFILLED WITH THE TOP FLUSH WITH THE
 QO2082'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2085 ***********************************************************************
 QO2085  DESIGNATION -  0206 E
 QO2085  PID         -  QO2085
 QO2085  STATE/COUNTY-  MN/ANOKA
 QO2085  USGS QUAD   -  ANOKA (1993)
 QO2085
 QO2085                         *CURRENT SURVEY CONTROL
 QO2085  ___________________________________________________________________
 QO2085* NAD 83(1986)-  45 14 23.     (N)    093 24 03.     (W)     SCALED    
 QO2085* NAVD 88     -       266.646  (meters)     874.82   (feet)  ADJUSTED  
 QO2085  ___________________________________________________________________
 QO2085  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 QO2085  DYNAMIC HT  -         266.623 (meters)     874.75  (feet)  COMP
 QO2085  MODELED GRAV-     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
 QO2085.and adjusted by the National Geodetic Survey in June 1991..
 QO2085
 QO2085.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 QO2085_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2085+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 QO2087 ***********************************************************************
 QO2087  DESIGNATION -  0206 F
 QO2087  PID         -  QO2087
 QO2087  STATE/COUNTY-  MN/ANOKA
 QO2087  USGS QUAD   -  NOWTHEN (1993)
 QO2087
 QO2087                         *CURRENT SURVEY CONTROL
 QO2087  ___________________________________________________________________
 QO2087* NAD 83(1986)-  45 15 23.     (N)    093 24 33.     (W)     SCALED    
 QO2087* NAVD 88     -       267.754  (meters)     878.46   (feet)  ADJUSTED  
 QO2087  ___________________________________________________________________
 QO2087  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 QO2087  DYNAMIC HT  -         267.731 (meters)     878.38  (feet)  COMP
 QO2087  MODELED GRAV-     980,522.7   (mgal)                       NAVD 88
 QO2087
 QO2087  VERT ORDER  -  SECOND    CLASS I
 QO2087
 QO2087.The horizontal coordinates were scaled from a topographic map and have
 QO2087.an estimated accuracy of +/- 6 seconds.
 QO2087
 QO2087.The orthometric height was determined by differential leveling
 QO2087.and adjusted by the National Geodetic Survey in June 1991..
 QO2087
 QO2087.The geoid height was determined by GEOID03.
 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     -   350,890.      846,380.      MT  (+/- 180 meters Scaled)
 QO2087
 QO2087                          SUPERSEDED SURVEY CONTROL
 QO2087
 QO2087.No superseded survey control is available for this station.
 QO2087
 QO2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL678115(NAD 83)
 QO2087_MARKER: DB = BENCH MARK DISK
 QO2087_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2087+WITH SETTING: INTO GROUND
 QO2087_SP_SET: METAL ROD WITH BASE PLATE
 QO2087_STAMPING: 0206 F 1979
 QO2087_MARK LOGO: MNDT  
 QO2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2087+STABILITY: SURFACE MOTION
 QO2087
 QO2087  HISTORY     - Date     Condition        Report By
 QO2087  HISTORY     - 1979     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1810 ***********************************************************************
 QO1810  DESIGNATION -  0206 G
 QO1810  PID         -  QO1810
 QO1810  STATE/COUNTY-  MN/ANOKA
 QO1810  USGS QUAD   -  NOWTHEN (1993)
 QO1810
 QO1810                         *CURRENT SURVEY CONTROL
 QO1810  ___________________________________________________________________
 QO1810* NAD 83(1996)-  45 15 45.16561(N)    093 24 44.93996(W)     ADJUSTED  
 QO1810* NAVD 88     -       265.989  (meters)     872.67   (feet)  ADJUSTED  
 QO1810  ___________________________________________________________________
 QO1810  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 QO1810  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 QO1810  DYNAMIC HT  -         265.966 (meters)     872.59  (feet)  COMP
 QO1810  MODELED GRAV-     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
 QO1810.and adjusted by the National Geodetic Survey in June 1991..
 QO1810
 QO1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1810
 QO1810.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1810;SPC MN S     -   351,569.879   846,111.865   MT  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     -   0.99996271  x   1.00001035  =   0.99997306
 QO1810!UTM  15      -   0.99996271  x   0.99961288  =   0.99957561
 QO1810
 QO1810:                Primary Azimuth Mark                     Grid Az
 QO1810:SPC MN S     -  HUTCH TEMP                               158 08 09.3
 QO1810:UTM  15      -  HUTCH TEMP                               158 50 26.6
 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: 15TVL6763912199(NAD 83)
 QO1810_MARKER: DB = BENCH MARK DISK
 QO1810_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1810+WITH SETTING: INTO GROUND
 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: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1810+STABILITY: SURFACE MOTION
 QO1810
 QO1810  HISTORY     - Date     Condition        Report By
 QO1810  HISTORY     - 1979     MONUMENTED       MNDT
 QO1810  HISTORY     - 1979     GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2088 ***********************************************************************
 QO2088  DESIGNATION -  0206 H
 QO2088  PID         -  QO2088
 QO2088  STATE/COUNTY-  MN/ANOKA
 QO2088  USGS QUAD   -  NOWTHEN (1993)
 QO2088
 QO2088                         *CURRENT SURVEY CONTROL
 QO2088  ___________________________________________________________________
 QO2088* NAD 83(1986)-  45 16 08.     (N)    093 24 56.     (W)     SCALED    
 QO2088* NAVD 88     -       268.248  (meters)     880.08   (feet)  ADJUSTED  
 QO2088  ___________________________________________________________________
 QO2088  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 QO2088  DYNAMIC HT  -         268.225 (meters)     880.00  (feet)  COMP
 QO2088  MODELED GRAV-     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
 QO2088.and adjusted by the National Geodetic Survey in June 1991..
 QO2088
 QO2088.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2089 ***********************************************************************
 QO2089  DESIGNATION -  0206 J
 QO2089  PID         -  QO2089
 QO2089  STATE/COUNTY-  MN/ANOKA
 QO2089  USGS QUAD   -  NOWTHEN (1993)
 QO2089
 QO2089                         *CURRENT SURVEY CONTROL
 QO2089  ___________________________________________________________________
 QO2089* NAD 83(1986)-  45 16 35.     (N)    093 25 03.     (W)     SCALED    
 QO2089* NAVD 88     -       268.291  (meters)     880.22   (feet)  ADJUSTED  
 QO2089  ___________________________________________________________________
 QO2089  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 QO2089  DYNAMIC HT  -         268.268 (meters)     880.14  (feet)  COMP
 QO2089  MODELED GRAV-     980,523.6   (mgal)                       NAVD 88
 QO2089
 QO2089  VERT ORDER  -  SECOND    CLASS I
 QO2089
 QO2089.The horizontal coordinates were scaled from a topographic map and have
 QO2089.an estimated accuracy of +/- 6 seconds.
 QO2089
 QO2089.The orthometric height was determined by differential leveling
 QO2089.and adjusted by the National Geodetic Survey in June 1991..
 QO2089
 QO2089.The geoid height was determined by GEOID03.
 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     -   353,110.      845,710.      MT  (+/- 180 meters Scaled)
 QO2089
 QO2089                          SUPERSEDED SURVEY CONTROL
 QO2089
 QO2089.No superseded survey control is available for this station.
 QO2089
 QO2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL672137(NAD 83)
 QO2089_MARKER: DB = BENCH MARK DISK
 QO2089_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2089+WITH SETTING: INTO GROUND
 QO2089_SP_SET: METAL ROD WITH BASE PLATE
 QO2089_STAMPING: 0206 J 1979
 QO2089_MARK LOGO: MNDT  
 QO2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2089+STABILITY: SURFACE MOTION
 QO2089
 QO2089  HISTORY     - Date     Condition        Report By
 QO2089  HISTORY     - 1979     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2091 ***********************************************************************
 QO2091  DESIGNATION -  0206 L
 QO2091  PID         -  QO2091
 QO2091  STATE/COUNTY-  MN/ANOKA
 QO2091  USGS QUAD   -  NOWTHEN (1993)
 QO2091
 QO2091                         *CURRENT SURVEY CONTROL
 QO2091  ___________________________________________________________________
 QO2091* NAD 83(1986)-  45 17 24.     (N)    093 25 08.     (W)     SCALED    
 QO2091* NAVD 88     -       268.057  (meters)     879.45   (feet)  ADJUSTED  
 QO2091  ___________________________________________________________________
 QO2091  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 QO2091  DYNAMIC HT  -         268.034 (meters)     879.37  (feet)  COMP
 QO2091  MODELED GRAV-     980,525.1   (mgal)                       NAVD 88
 QO2091
 QO2091  VERT ORDER  -  SECOND    CLASS I
 QO2091
 QO2091.The horizontal coordinates were scaled from a topographic map and have
 QO2091.an estimated accuracy of +/- 6 seconds.
 QO2091
 QO2091.The orthometric height was determined by differential leveling
 QO2091.and adjusted by the National Geodetic Survey in June 1991..
 QO2091
 QO2091.The geoid height was determined by GEOID03.
 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     -   354,620.      845,590.      MT  (+/- 180 meters Scaled)
 QO2091
 QO2091                          SUPERSEDED SURVEY CONTROL
 QO2091
 QO2091.No superseded survey control is available for this station.
 QO2091
 QO2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL671152(NAD 83)
 QO2091_MARKER: DB = BENCH MARK DISK
 QO2091_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2091+WITH SETTING: INTO GROUND
 QO2091_SP_SET: METAL ROD WITH BASE PLATE
 QO2091_STAMPING: 0206 L 1979
 QO2091_MARK LOGO: MNDT  
 QO2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2091+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 QO2092 ***********************************************************************
 QO2092  DESIGNATION -  0206 M
 QO2092  PID         -  QO2092
 QO2092  STATE/COUNTY-  MN/ANOKA
 QO2092  USGS QUAD   -  NOWTHEN (1993)
 QO2092
 QO2092                         *CURRENT SURVEY CONTROL
 QO2092  ___________________________________________________________________
 QO2092* NAD 83(1986)-  45 17 45.     (N)    093 24 49.     (W)     SCALED    
 QO2092* NAVD 88     -       275.300  (meters)     903.21   (feet)  ADJUSTED  
 QO2092  ___________________________________________________________________
 QO2092  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 QO2092  DYNAMIC HT  -         275.277 (meters)     903.14  (feet)  COMP
 QO2092  MODELED GRAV-     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
 QO2092.and adjusted by the National Geodetic Survey in June 1991..
 QO2092
 QO2092.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO1807 ***********************************************************************
 QO1807  DESIGNATION -  0206 N
 QO1807  PID         -  QO1807
 QO1807  STATE/COUNTY-  MN/ANOKA
 QO1807  USGS QUAD   -  NOWTHEN (1993)
 QO1807
 QO1807                         *CURRENT SURVEY CONTROL
 QO1807  ___________________________________________________________________
 QO1807* NAD 83(1996)-  45 18 09.82675(N)    093 24 34.65920(W)     ADJUSTED  
 QO1807* NAVD 88     -       273.643  (meters)     897.78   (feet)  ADJUSTED  
 QO1807  ___________________________________________________________________
 QO1807  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 QO1807  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 QO1807  DYNAMIC HT  -         273.621 (meters)     897.70  (feet)  COMP
 QO1807  MODELED GRAV-     980,527.2   (mgal)                       NAVD 88
 QO1807
 QO1807  HORZ ORDER  -  SECOND
 QO1807  VERT ORDER  -  SECOND    CLASS I
 QO1807
 QO1807.The horizontal coordinates were established by classical geodetic methods
 QO1807.and adjusted by the National Geodetic Survey in March 1999..
 QO1807
 QO1807.The orthometric height was determined by differential leveling
 QO1807.and adjusted by the National Geodetic Survey in June 1991..
 QO1807
 QO1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1807
 QO1807.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1807;SPC MN S     -   356,037.347   846,303.745   MT  1.00001994   +0 24 49.7
 QO1807;UTM  15      - 5,016,662.326   467,885.547   MT  0.99961268   -0 17 28.2
 QO1807
 QO1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1807!SPC MN S     -   0.99996152  x   1.00001994  =   0.99998146
 QO1807!UTM  15      -   0.99996152  x   0.99961268  =   0.99957422
 QO1807
 QO1807                          SUPERSEDED SURVEY CONTROL
 QO1807
 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  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: 15TVL6788616662(NAD 83)
 QO1807_MARKER: DB = BENCH MARK DISK
 QO1807_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1807+WITH SETTING: INTO GROUND
 QO1807_SP_SET: METAL ROD WITH BASE PLATE
 QO1807_STAMPING: 0206 N 1979
 QO1807_MARK LOGO: MNDT  
 QO1807_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1807+STABILITY: SURFACE MOTION
 QO1807
 QO1807  HISTORY     - Date     Condition        Report By
 QO1807  HISTORY     - 1979     MONUMENTED       MNDT
 QO1807  HISTORY     - 1979     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2093 ***********************************************************************
 QO2093  DESIGNATION -  0206 P
 QO2093  PID         -  QO2093
 QO2093  STATE/COUNTY-  MN/ANOKA
 QO2093  USGS QUAD   -  NOWTHEN (1993)
 QO2093
 QO2093                         *CURRENT SURVEY CONTROL
 QO2093  ___________________________________________________________________
 QO2093* NAD 83(1986)-  45 18 35.     (N)    093 24 29.     (W)     SCALED    
 QO2093* NAVD 88     -       276.448  (meters)     906.98   (feet)  ADJUSTED  
 QO2093  ___________________________________________________________________
 QO2093  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 QO2093  DYNAMIC HT  -         276.425 (meters)     906.90  (feet)  COMP
 QO2093  MODELED GRAV-     980,528.4   (mgal)                       NAVD 88
 QO2093
 QO2093  VERT ORDER  -  SECOND    CLASS I
 QO2093
 QO2093.The horizontal coordinates were scaled from a topographic map and have
 QO2093.an estimated accuracy of +/- 6 seconds.
 QO2093
 QO2093.The orthometric height was determined by differential leveling
 QO2093.and adjusted by the National Geodetic Survey in June 1991..
 QO2093
 QO2093.The geoid height was determined by GEOID03.
 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     -   356,820.      846,420.      MT  (+/- 180 meters Scaled)
 QO2093
 QO2093                          SUPERSEDED SURVEY CONTROL
 QO2093
 QO2093.No superseded survey control is available for this station.
 QO2093
 QO2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL680174(NAD 83)
 QO2093_MARKER: DB = BENCH MARK DISK
 QO2093_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2093+WITH SETTING: INTO GROUND
 QO2093_SP_SET: METAL ROD WITH BASE PLATE
 QO2093_STAMPING: 0206 P 1979
 QO2093_MARK LOGO: MNDT  
 QO2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2093+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 QO2094 ***********************************************************************
 QO2094  DESIGNATION -  0206 Q
 QO2094  PID         -  QO2094
 QO2094  STATE/COUNTY-  MN/ANOKA
 QO2094  USGS QUAD   -  NOWTHEN (1993)
 QO2094
 QO2094                         *CURRENT SURVEY CONTROL
 QO2094  ___________________________________________________________________
 QO2094* NAD 83(1986)-  45 19 02.     (N)    093 24 09.     (W)     SCALED    
 QO2094* NAVD 88     -       282.062  (meters)     925.40   (feet)  ADJUSTED  
 QO2094  ___________________________________________________________________
 QO2094  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 QO2094  DYNAMIC HT  -         282.039 (meters)     925.32  (feet)  COMP
 QO2094  MODELED GRAV-     980,529.9   (mgal)                       NAVD 88
 QO2094
 QO2094  VERT ORDER  -  SECOND    CLASS I
 QO2094
 QO2094.The horizontal coordinates were scaled from a topographic map and have
 QO2094.an estimated accuracy of +/- 6 seconds.
 QO2094
 QO2094.The orthometric height was determined by differential leveling
 QO2094.and adjusted by the National Geodetic Survey in June 1991..
 QO2094
 QO2094.The geoid height was determined by GEOID03.
 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     -   357,650.      846,850.      MT  (+/- 180 meters Scaled)
 QO2094
 QO2094                          SUPERSEDED SURVEY CONTROL
 QO2094
 QO2094.No superseded survey control is available for this station.
 QO2094
 QO2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL684182(NAD 83)
 QO2094_MARKER: DB = BENCH MARK DISK
 QO2094_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2094+WITH SETTING: INTO GROUND
 QO2094_SP_SET: METAL ROD WITH BASE PLATE
 QO2094_STAMPING: 0206 Q 1979
 QO2094_MARK LOGO: MNDT  
 QO2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2094+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 QO2095 ***********************************************************************
 QO2095  DESIGNATION -  0206 R
 QO2095  PID         -  QO2095
 QO2095  STATE/COUNTY-  MN/ANOKA
 QO2095  USGS QUAD   -  NOWTHEN (1993)
 QO2095
 QO2095                         *CURRENT SURVEY CONTROL
 QO2095  ___________________________________________________________________
 QO2095* NAD 83(1986)-  45 19 27.     (N)    093 24 06.     (W)     SCALED    
 QO2095* NAVD 88     -       276.482  (meters)     907.09   (feet)  ADJUSTED  
 QO2095  ___________________________________________________________________
 QO2095  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 QO2095  DYNAMIC HT  -         276.460 (meters)     907.02  (feet)  COMP
 QO2095  MODELED GRAV-     980,531.3   (mgal)                       NAVD 88
 QO2095
 QO2095  VERT ORDER  -  SECOND    CLASS I
 QO2095
 QO2095.The horizontal coordinates were scaled from a topographic map and have
 QO2095.an estimated accuracy of +/- 6 seconds.
 QO2095
 QO2095.The orthometric height was determined by differential leveling
 QO2095.and adjusted by the National Geodetic Survey in June 1991..
 QO2095
 QO2095.The geoid height was determined by GEOID03.
 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     -   358,420.      846,910.      MT  (+/- 180 meters Scaled)
 QO2095
 QO2095                          SUPERSEDED SURVEY CONTROL
 QO2095
 QO2095.No superseded survey control is available for this station.
 QO2095
 QO2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL685190(NAD 83)
 QO2095_MARKER: DB = BENCH MARK 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_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 = OCTOBER  6, 2006
 QO2096 ***********************************************************************
 QO2096  DESIGNATION -  0206 S
 QO2096  PID         -  QO2096
 QO2096  STATE/COUNTY-  MN/ANOKA
 QO2096  USGS QUAD   -  NOWTHEN (1993)
 QO2096
 QO2096                         *CURRENT SURVEY CONTROL
 QO2096  ___________________________________________________________________
 QO2096* NAD 83(1986)-  45 19 57.     (N)    093 24 05.     (W)     SCALED    
 QO2096* NAVD 88     -       280.783  (meters)     921.20   (feet)  ADJUSTED  
 QO2096  ___________________________________________________________________
 QO2096  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 QO2096  DYNAMIC HT  -         280.761 (meters)     921.13  (feet)  COMP
 QO2096  MODELED GRAV-     980,532.9   (mgal)                       NAVD 88
 QO2096
 QO2096  VERT ORDER  -  SECOND    CLASS I
 QO2096
 QO2096.The horizontal coordinates were scaled from a topographic map and have
 QO2096.an estimated accuracy of +/- 6 seconds.
 QO2096
 QO2096.The orthometric height was determined by differential leveling
 QO2096.and adjusted by the National Geodetic Survey in June 1991..
 QO2096
 QO2096.The geoid height was determined by GEOID03.
 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     -   359,350.      846,930.      MT  (+/- 180 meters Scaled)
 QO2096
 QO2096                          SUPERSEDED SURVEY CONTROL
 QO2096
 QO2096.No superseded survey control is available for this station.
 QO2096
 QO2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL685199(NAD 83)
 QO2096_MARKER: DD = SURVEY DISK
 QO2096_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2096+WITH SETTING: INTO GROUND
 QO2096_SP_SET: METAL ROD WITH BASE PLATE
 QO2096_STAMPING: 0206 S 1979
 QO2096_MARK LOGO: MNDT  
 QO2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2096+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 QO2097 ***********************************************************************
 QO2097  DESIGNATION -  0206 T
 QO2097  PID         -  QO2097
 QO2097  STATE/COUNTY-  MN/ANOKA
 QO2097  USGS QUAD   -  NOWTHEN (1993)
 QO2097
 QO2097                         *CURRENT SURVEY CONTROL
 QO2097  ___________________________________________________________________
 QO2097* NAD 83(1986)-  45 20 19.     (N)    093 23 54.     (W)     SCALED    
 QO2097* NAVD 88     -       278.246  (meters)     912.88   (feet)  ADJUSTED  
 QO2097  ___________________________________________________________________
 QO2097  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 QO2097  DYNAMIC HT  -         278.225 (meters)     912.81  (feet)  COMP
 QO2097  MODELED GRAV-     980,534.3   (mgal)                       NAVD 88
 QO2097
 QO2097  VERT ORDER  -  SECOND    CLASS I
 QO2097
 QO2097.The horizontal coordinates were scaled from a topographic map and have
 QO2097.an estimated accuracy of +/- 6 seconds.
 QO2097
 QO2097.The orthometric height was determined by differential leveling
 QO2097.and adjusted by the National Geodetic Survey in June 1991..
 QO2097
 QO2097.The geoid height was determined by GEOID03.
 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     -   360,030.      847,160.      MT  (+/- 180 meters Scaled)
 QO2097
 QO2097                          SUPERSEDED SURVEY CONTROL
 QO2097
 QO2097.No superseded survey control is available for this station.
 QO2097
 QO2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL687206(NAD 83)
 QO2097_MARKER: DB = BENCH MARK DISK
 QO2097_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2097+WITH SETTING: INTO GROUND
 QO2097_SP_SET: METAL ROD WITH BASE PLATE
 QO2097_STAMPING: 0206 T 1979
 QO2097_MARK LOGO: MNDT  
 QO2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2097+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 QO2098 ***********************************************************************
 QO2098  DESIGNATION -  0206 U
 QO2098  PID         -  QO2098
 QO2098  STATE/COUNTY-  MN/ANOKA
 QO2098  USGS QUAD   -  NOWTHEN (1993)
 QO2098
 QO2098                         *CURRENT SURVEY CONTROL
 QO2098  ___________________________________________________________________
 QO2098* NAD 83(1986)-  45 20 53.     (N)    093 23 46.     (W)     SCALED    
 QO2098* NAVD 88     -       280.939  (meters)     921.71   (feet)  ADJUSTED  
 QO2098  ___________________________________________________________________
 QO2098  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 QO2098  DYNAMIC HT  -         280.918 (meters)     921.65  (feet)  COMP
 QO2098  MODELED GRAV-     980,536.4   (mgal)                       NAVD 88
 QO2098
 QO2098  VERT ORDER  -  SECOND    CLASS I
 QO2098
 QO2098.The horizontal coordinates were scaled from a topographic map and have
 QO2098.an estimated accuracy of +/- 6 seconds.
 QO2098
 QO2098.The orthometric height was determined by differential leveling
 QO2098.and adjusted by the National Geodetic Survey in June 1991..
 QO2098
 QO2098.The geoid height was determined by GEOID03.
 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     -   361,080.      847,330.      MT  (+/- 180 meters Scaled)
 QO2098
 QO2098                          SUPERSEDED SURVEY CONTROL
 QO2098
 QO2098.No superseded survey control is available for this station.
 QO2098
 QO2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL689216(NAD 83)
 QO2098_MARKER: DB = BENCH MARK DISK
 QO2098_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2098+WITH SETTING: INTO GROUND
 QO2098_SP_SET: METAL ROD WITH BASE PLATE
 QO2098_STAMPING: 0206 U 1979
 QO2098_MARK LOGO: MNDT  
 QO2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2098+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 QO2099 ***********************************************************************
 QO2099  DESIGNATION -  0206 V
 QO2099  PID         -  QO2099
 QO2099  STATE/COUNTY-  MN/ANOKA
 QO2099  USGS QUAD   -  NOWTHEN (1993)
 QO2099
 QO2099                         *CURRENT SURVEY CONTROL
 QO2099  ___________________________________________________________________
 QO2099* NAD 83(1986)-  45 21 20.     (N)    093 23 39.     (W)     SCALED    
 QO2099* NAVD 88     -       278.745  (meters)     914.52   (feet)  ADJUSTED  
 QO2099  ___________________________________________________________________
 QO2099  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 QO2099  DYNAMIC HT  -         278.725 (meters)     914.45  (feet)  COMP
 QO2099  MODELED GRAV-     980,538.0   (mgal)                       NAVD 88
 QO2099
 QO2099  VERT ORDER  -  SECOND    CLASS I
 QO2099
 QO2099.The horizontal coordinates were scaled from a topographic map and have
 QO2099.an estimated accuracy of +/- 6 seconds.
 QO2099
 QO2099.The orthometric height was determined by differential leveling
 QO2099.and adjusted by the National Geodetic Survey in June 1991..
 QO2099
 QO2099.The geoid height was determined by GEOID03.
 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     -   361,920.      847,470.      MT  (+/- 180 meters Scaled)
 QO2099
 QO2099                          SUPERSEDED SURVEY CONTROL
 QO2099
 QO2099.No superseded survey control is available for this station.
 QO2099
 QO2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL691225(NAD 83)
 QO2099_MARKER: DB = BENCH MARK DISK
 QO2099_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2099+WITH SETTING: INTO GROUND
 QO2099_SP_SET: METAL ROD WITH BASE PLATE
 QO2099_STAMPING: 0206 V 1979
 QO2099_MARK LOGO: MNDT  
 QO2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2099+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 QO2100 ***********************************************************************
 QO2100  DESIGNATION -  0206 W
 QO2100  PID         -  QO2100
 QO2100  STATE/COUNTY-  MN/ANOKA
 QO2100  USGS QUAD   -  NOWTHEN (1993)
 QO2100
 QO2100                         *CURRENT SURVEY CONTROL
 QO2100  ___________________________________________________________________
 QO2100* NAD 83(1986)-  45 21 44.     (N)    093 23 26.     (W)     SCALED    
 QO2100* NAVD 88     -       278.056  (meters)     912.26   (feet)  ADJUSTED  
 QO2100  ___________________________________________________________________
 QO2100  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 QO2100  DYNAMIC HT  -         278.036 (meters)     912.19  (feet)  COMP
 QO2100  MODELED GRAV-     980,539.6   (mgal)                       NAVD 88
 QO2100
 QO2100  VERT ORDER  -  SECOND    CLASS I
 QO2100
 QO2100.The horizontal coordinates were scaled from a topographic map and have
 QO2100.an estimated accuracy of +/- 6 seconds.
 QO2100
 QO2100.The orthometric height was determined by differential leveling
 QO2100.and adjusted by the National Geodetic Survey in June 1991..
 QO2100
 QO2100.The geoid height was determined by GEOID03.
 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     -   362,660.      847,750.      MT  (+/- 180 meters Scaled)
 QO2100
 QO2100                          SUPERSEDED SURVEY CONTROL
 QO2100
 QO2100.No superseded survey control is available for this station.
 QO2100
 QO2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL694232(NAD 83)
 QO2100_MARKER: DB = BENCH MARK 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_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 = OCTOBER  6, 2006
 QO2101 ***********************************************************************
 QO2101  DESIGNATION -  0206 X
 QO2101  PID         -  QO2101
 QO2101  STATE/COUNTY-  MN/ANOKA
 QO2101  USGS QUAD   -  NOWTHEN (1993)
 QO2101
 QO2101                         *CURRENT SURVEY CONTROL
 QO2101  ___________________________________________________________________
 QO2101* NAD 83(1986)-  45 22 02.     (N)    093 23 02.     (W)     SCALED    
 QO2101* NAVD 88     -       277.799  (meters)     911.41   (feet)  ADJUSTED  
 QO2101  ___________________________________________________________________
 QO2101  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 QO2101  DYNAMIC HT  -         277.780 (meters)     911.35  (feet)  COMP
 QO2101  MODELED GRAV-     980,540.9   (mgal)                       NAVD 88
 QO2101
 QO2101  VERT ORDER  -  SECOND    CLASS I
 QO2101
 QO2101.The horizontal coordinates were scaled from a topographic map and have
 QO2101.an estimated accuracy of +/- 6 seconds.
 QO2101
 QO2101.The orthometric height was determined by differential leveling
 QO2101.and adjusted by the National Geodetic Survey in June 1991..
 QO2101
 QO2101.The geoid height was determined by GEOID03.
 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     -   363,220.      848,270.      MT  (+/- 180 meters Scaled)
 QO2101
 QO2101                          SUPERSEDED SURVEY CONTROL
 QO2101
 QO2101.No superseded survey control is available for this station.
 QO2101
 QO2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL699238(NAD 83)
 QO2101_MARKER: DB = BENCH MARK 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_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 = OCTOBER  6, 2006
 QO2102 ***********************************************************************
 QO2102  DESIGNATION -  0206 Y
 QO2102  PID         -  QO2102
 QO2102  STATE/COUNTY-  MN/ANOKA
 QO2102  USGS QUAD   -  NOWTHEN (1993)
 QO2102
 QO2102                         *CURRENT SURVEY CONTROL
 QO2102  ___________________________________________________________________
 QO2102* NAD 83(1986)-  45 22 28.     (N)    093 23 03.     (W)     SCALED    
 QO2102* NAVD 88     -       277.914  (meters)     911.79   (feet)  ADJUSTED  
 QO2102  ___________________________________________________________________
 QO2102  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 QO2102  DYNAMIC HT  -         277.895 (meters)     911.73  (feet)  COMP
 QO2102  MODELED GRAV-     980,542.6   (mgal)                       NAVD 88
 QO2102
 QO2102  VERT ORDER  -  SECOND    CLASS I
 QO2102
 QO2102.The horizontal coordinates were scaled from a topographic map and have
 QO2102.an estimated accuracy of +/- 6 seconds.
 QO2102
 QO2102.The orthometric height was determined by differential leveling
 QO2102.and adjusted by the National Geodetic Survey in June 1991..
 QO2102
 QO2102.The geoid height was determined by GEOID03.
 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     -   364,020.      848,240.      MT  (+/- 180 meters Scaled)
 QO2102
 QO2102                          SUPERSEDED SURVEY CONTROL
 QO2102
 QO2102.No superseded survey control is available for this station.
 QO2102
 QO2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL699246(NAD 83)
 QO2102_MARKER: DB = BENCH MARK 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_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 = OCTOBER  6, 2006
 QO0790 ***********************************************************************
 QO0790  DESIGNATION -  0207 A
 QO0790  PID         -  QO0790
 QO0790  STATE/COUNTY-  MN/ANOKA
 QO0790  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0790
 QO0790                         *CURRENT SURVEY CONTROL
 QO0790  ___________________________________________________________________
 QO0790* NAD 83(1986)-  45 05 38.     (N)    093 14 36.     (W)     SCALED    
 QO0790* NAVD 88     -       260.487  (meters)     854.61   (feet)  ADJUSTED  
 QO0790  ___________________________________________________________________
 QO0790  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 QO0790  DYNAMIC HT  -         260.483 (meters)     854.60  (feet)  COMP
 QO0790  MODELED GRAV-     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
 QO0790.and adjusted by the National Geodetic Survey in June 1991..
 QO0790
 QO0790.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 QO0790_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO0790_SP_SET: BOX CULVERT
 QO0790_STAMPING: 0207 A 1969
 QO0790_MARK LOGO: MNHD  
 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 - November 15, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0791 ***********************************************************************
 QO0791  DESIGNATION -  0207 B
 QO0791  PID         -  QO0791
 QO0791  STATE/COUNTY-  MN/ANOKA
 QO0791  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0791
 QO0791                         *CURRENT SURVEY CONTROL
 QO0791  ___________________________________________________________________
 QO0791* NAD 83(1986)-  45 07 13.     (N)    093 14 15.     (W)     SCALED    
 QO0791* NAVD 88     -       283.248  (meters)     929.29   (feet)  ADJUSTED  
 QO0791  ___________________________________________________________________
 QO0791  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 QO0791  DYNAMIC HT  -         283.244 (meters)     929.28  (feet)  COMP
 QO0791  MODELED GRAV-     980,593.8   (mgal)                       NAVD 88
 QO0791
 QO0791  VERT ORDER  -  SECOND    CLASS 0
 QO0791
 QO0791.The horizontal coordinates were scaled from a topographic map and have
 QO0791.an estimated accuracy of +/- 6 seconds.
 QO0791
 QO0791.The orthometric height was determined by differential leveling
 QO0791.and adjusted by the National Geodetic Survey in June 1991..
 QO0791
 QO0791.The geoid height was determined by GEOID03.
 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     -   335,870.      859,990.      MT  (+/- 180 meters Scaled)
 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: 15TVK813963(NAD 83)
 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_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 = OCTOBER  6, 2006
 QO2129 ***********************************************************************
 QO2129  DESIGNATION -  0207 C
 QO2129  PID         -  QO2129
 QO2129  STATE/COUNTY-  MN/ANOKA
 QO2129  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2129
 QO2129                         *CURRENT SURVEY CONTROL
 QO2129  ___________________________________________________________________
 QO2129* NAD 83(1986)-  45 06 44.     (N)    093 14 34.     (W)     SCALED    
 QO2129* NAVD 88     -       277.758  (meters)     911.28   (feet)  ADJUSTED  
 QO2129  ___________________________________________________________________
 QO2129  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 QO2129  DYNAMIC HT  -         277.754 (meters)     911.26  (feet)  COMP
 QO2129  MODELED GRAV-     980,594.4   (mgal)                       NAVD 88
 QO2129
 QO2129  VERT ORDER  -  SECOND    CLASS II
 QO2129
 QO2129.The horizontal coordinates were scaled from a topographic map and have
 QO2129.an estimated accuracy of +/- 6 seconds.
 QO2129
 QO2129.The orthometric height was determined by differential leveling
 QO2129.and adjusted by the National Geodetic Survey in June 1991..
 QO2129
 QO2129.The geoid height was determined by GEOID03.
 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     -   334,970.      859,590.      MT  (+/- 180 meters Scaled)
 QO2129
 QO2129                          SUPERSEDED SURVEY CONTROL
 QO2129
 QO2129.No superseded survey control is available for this station.
 QO2129
 QO2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK809954(NAD 83)
 QO2129_MARKER: DB = BENCH MARK DISK
 QO2129_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2129_SP_SET: BRIDGE STEP
 QO2129_STAMPING: 0207 C 1980
 QO2129_MARK LOGO: MNDT  
 QO2129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2129
 QO2129  HISTORY     - Date     Condition        Report By
 QO2129  HISTORY     - 1980     MONUMENTED       MNDT
 QO2129
 QO2129                          STATION DESCRIPTION
 QO2129
 QO2129'DESCRIBED BY MN DEPT OF TRANSP 1980
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2128 ***********************************************************************
 QO2128  DESIGNATION -  0207 D
 QO2128  PID         -  QO2128
 QO2128  STATE/COUNTY-  MN/ANOKA
 QO2128  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2128
 QO2128                         *CURRENT SURVEY CONTROL
 QO2128  ___________________________________________________________________
 QO2128* NAD 83(1986)-  45 06 30.     (N)    093 14 38.     (W)     SCALED    
 QO2128* NAVD 88     -       275.407  (meters)     903.56   (feet)  ADJUSTED  
 QO2128  ___________________________________________________________________
 QO2128  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 QO2128  DYNAMIC HT  -         275.403 (meters)     903.55  (feet)  COMP
 QO2128  MODELED GRAV-     980,594.6   (mgal)                       NAVD 88
 QO2128
 QO2128  VERT ORDER  -  SECOND    CLASS II
 QO2128
 QO2128.The horizontal coordinates were scaled from a topographic map and have
 QO2128.an estimated accuracy of +/- 6 seconds.
 QO2128
 QO2128.The orthometric height was determined by differential leveling
 QO2128.and adjusted by the National Geodetic Survey in June 1991..
 QO2128
 QO2128.The geoid height was determined by GEOID03.
 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     -   334,540.      859,500.      MT  (+/- 180 meters Scaled)
 QO2128
 QO2128                          SUPERSEDED SURVEY CONTROL
 QO2128
 QO2128.No superseded survey control is available for this station.
 QO2128
 QO2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK808950(NAD 83)
 QO2128_MARKER: DB = BENCH MARK 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_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     - 1980     MONUMENTED       MNDT
 QO2128  HISTORY     - 20051113 GOOD             USPSQD
 QO2128
 QO2128                          STATION DESCRIPTION
 QO2128
 QO2128'DESCRIBED BY MN DEPT OF TRANSP 1980
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2127 ***********************************************************************
 QO2127  DESIGNATION -  0207 E
 QO2127  PID         -  QO2127
 QO2127  STATE/COUNTY-  MN/ANOKA
 QO2127  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2127
 QO2127                         *CURRENT SURVEY CONTROL
 QO2127  ___________________________________________________________________
 QO2127* NAD 83(1986)-  45 06 04.     (N)    093 14 38.     (W)     SCALED    
 QO2127* NAVD 88     -       270.374  (meters)     887.05   (feet)  ADJUSTED  
 QO2127  ___________________________________________________________________
 QO2127  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 QO2127  DYNAMIC HT  -         270.370 (meters)     887.04  (feet)  COMP
 QO2127  MODELED GRAV-     980,594.5   (mgal)                       NAVD 88
 QO2127
 QO2127  VERT ORDER  -  SECOND    CLASS II
 QO2127
 QO2127.The horizontal coordinates were scaled from a topographic map and have
 QO2127.an estimated accuracy of +/- 6 seconds.
 QO2127
 QO2127.The orthometric height was determined by differential leveling
 QO2127.and adjusted by the National Geodetic Survey in June 1991..
 QO2127
 QO2127.The geoid height was determined by GEOID03.
 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     -   333,740.      859,510.      MT  (+/- 180 meters Scaled)
 QO2127
 QO2127                          SUPERSEDED SURVEY CONTROL
 QO2127
 QO2127.No superseded survey control is available for this station.
 QO2127
 QO2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK808942(NAD 83)
 QO2127_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2127+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 QO2127
 QO2127  HISTORY     - Date     Condition        Report By
 QO2127  HISTORY     - 1980     MONUMENTED       MNDT
 QO2127  HISTORY     - 20031115 GOOD             USPSQD
 QO2127  HISTORY     - 20051113 GOOD             USPSQD
 QO2127
 QO2127                          STATION DESCRIPTION
 QO2127
 QO2127'DESCRIBED BY MN DEPT OF TRANSP 1980
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2124 ***********************************************************************
 QO2124  DESIGNATION -  0207 F
 QO2124  PID         -  QO2124
 QO2124  STATE/COUNTY-  MN/ANOKA
 QO2124  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2124
 QO2124                         *CURRENT SURVEY CONTROL
 QO2124  ___________________________________________________________________
 QO2124* NAD 83(1986)-  45 04 21.     (N)    093 14 48.     (W)     SCALED    
 QO2124* NAVD 88     -       269.064  (meters)     882.75   (feet)  ADJUSTED  
 QO2124  ___________________________________________________________________
 QO2124  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 QO2124  DYNAMIC HT  -         269.059 (meters)     882.74  (feet)  COMP
 QO2124  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 QO2124
 QO2124  VERT ORDER  -  SECOND    CLASS II
 QO2124
 QO2124.The horizontal coordinates were scaled from a topographic map and have
 QO2124.an estimated accuracy of +/- 6 seconds.
 QO2124
 QO2124.The orthometric height was determined by differential leveling
 QO2124.and adjusted by the National Geodetic Survey in June 1991..
 QO2124
 QO2124.The geoid height was determined by GEOID03.
 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     -   330,560.      859,320.      MT  (+/- 180 meters Scaled)
 QO2124
 QO2124                          SUPERSEDED SURVEY CONTROL
 QO2124
 QO2124.No superseded survey control is available for this station.
 QO2124
 QO2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK805910(NAD 83)
 QO2124_MARKER: DB = BENCH MARK DISK
 QO2124_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO2124_SP_SET: CONCRETE BASE
 QO2124_STAMPING: 0207 F 1980
 QO2124_MARK LOGO: MNDT  
 QO2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2124+STABILITY: SURFACE MOTION
 QO2124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2124+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 QO2124
 QO2124  HISTORY     - Date     Condition        Report By
 QO2124  HISTORY     - 1980     MONUMENTED       MNDT
 QO2124  HISTORY     - 20051113 GOOD             USPSQD
 QO2124
 QO2124                          STATION DESCRIPTION
 QO2124
 QO2124'DESCRIBED BY MN DEPT OF TRANSP 1980
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2122 ***********************************************************************
 QO2122  DESIGNATION -  0207 G
 QO2122  PID         -  QO2122
 QO2122  STATE/COUNTY-  MN/ANOKA
 QO2122  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2122
 QO2122                         *CURRENT SURVEY CONTROL
 QO2122  ___________________________________________________________________
 QO2122* NAD 83(1986)-  45 03 26.     (N)    093 14 52.     (W)     SCALED    
 QO2122* NAVD 88     -       280.852  (meters)     921.43   (feet)  ADJUSTED  
 QO2122  ___________________________________________________________________
 QO2122  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 QO2122  DYNAMIC HT  -         280.846 (meters)     921.41  (feet)  COMP
 QO2122  MODELED GRAV-     980,589.5   (mgal)                       NAVD 88
 QO2122
 QO2122  VERT ORDER  -  SECOND    CLASS II
 QO2122
 QO2122.The horizontal coordinates were scaled from a topographic map and have
 QO2122.an estimated accuracy of +/- 6 seconds.
 QO2122
 QO2122.The orthometric height was determined by differential leveling
 QO2122.and adjusted by the National Geodetic Survey in June 1991..
 QO2122
 QO2122.The geoid height was determined by GEOID03.
 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     -   328,860.      859,250.      MT  (+/- 180 meters Scaled)
 QO2122
 QO2122                          SUPERSEDED SURVEY CONTROL
 QO2122
 QO2122.No superseded survey control is available for this station.
 QO2122
 QO2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK804893(NAD 83)
 QO2122_MARKER: DB = BENCH MARK DISK
 QO2122_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO2122_SP_SET: FOOTING
 QO2122_STAMPING: 0207 G 1980
 QO2122_MARK LOGO: MNDT  
 QO2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2122+STABILITY: SURFACE MOTION
 QO2122
 QO2122  HISTORY     - Date     Condition        Report By
 QO2122  HISTORY     - 1980     MONUMENTED       MNDT
 QO2122
 QO2122                          STATION DESCRIPTION
 QO2122
 QO2122'DESCRIBED BY MN DEPT OF TRANSP 1980
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2121 ***********************************************************************
 QO2121  DESIGNATION -  0207 H
 QO2121  PID         -  QO2121
 QO2121  STATE/COUNTY-  MN/ANOKA
 QO2121  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2121
 QO2121                         *CURRENT SURVEY CONTROL
 QO2121  ___________________________________________________________________
 QO2121* NAD 83(1986)-  45 03 02.     (N)    093 14 52.     (W)     SCALED    
 QO2121* NAVD 88     -       282.813  (meters)     927.86   (feet)  ADJUSTED  
 QO2121  ___________________________________________________________________
 QO2121  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 QO2121  DYNAMIC HT  -         282.808 (meters)     927.85  (feet)  COMP
 QO2121  MODELED GRAV-     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
 QO2121.and adjusted by the National Geodetic Survey in June 1991..
 QO2121
 QO2121.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 QO2121_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO2121_SP_SET: CONCRETE FOOTING
 QO2121_STAMPING: 0207 H 1980
 QO2121_MARK LOGO: MNDT  
 QO2121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2121+STABILITY: SURFACE MOTION
 QO2121
 QO2121  HISTORY     - Date     Condition        Report By
 QO2121  HISTORY     - 1980     MONUMENTED       MNDT
 QO2121
 QO2121                          STATION DESCRIPTION
 QO2121
 QO2121'DESCRIBED BY MN DEPT OF TRANSP 1980
 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2119 ***********************************************************************
 QO2119  DESIGNATION -  0207 K
 QO2119  PID         -  QO2119
 QO2119  STATE/COUNTY-  MN/ANOKA
 QO2119  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2119
 QO2119                         *CURRENT SURVEY CONTROL
 QO2119  ___________________________________________________________________
 QO2119* NAD 83(1986)-  45 02 10.     (N)    093 14 49.     (W)     SCALED    
 QO2119* NAVD 88     -       284.775  (meters)     934.30   (feet)  ADJUSTED  
 QO2119  ___________________________________________________________________
 QO2119  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 QO2119  DYNAMIC HT  -         284.768 (meters)     934.28  (feet)  COMP
 QO2119  MODELED GRAV-     980,584.8   (mgal)                       NAVD 88
 QO2119
 QO2119  VERT ORDER  -  SECOND    CLASS II
 QO2119
 QO2119.The horizontal coordinates were scaled from a topographic map and have
 QO2119.an estimated accuracy of +/- 6 seconds.
 QO2119
 QO2119.The orthometric height was determined by differential leveling
 QO2119.and adjusted by the National Geodetic Survey in June 1991..
 QO2119
 QO2119.The geoid height was determined by GEOID03.
 QO2119
 QO2119.The dynamic height is computed by dividing the NAVD 88
 QO2119.geopotential number by the normal gravity value computed on the
 QO2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2119.degrees latitude (g = 980.6199 gals.).
 QO2119
 QO2119.The modeled gravity was interpolated from observed gravity values.
 QO2119
 QO2119;                    North         East    Units  Estimated Accuracy
 QO2119;SPC MN S     -   326,510.      859,340.      MT  (+/- 180 meters Scaled)
 QO2119
 QO2119                          SUPERSEDED SURVEY CONTROL
 QO2119
 QO2119.No superseded survey control is available for this station.
 QO2119
 QO2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK805869(NAD 83)
 QO2119_MARKER: DB = BENCH MARK DISK
 QO2119_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO2119_SP_SET: CONCRETE BASE
 QO2119_STAMPING: 0207 K 1980
 QO2119_MARK LOGO: MNDT  
 QO2119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2119+STABILITY: SURFACE MOTION
 QO2119
 QO2119  HISTORY     - Date     Condition        Report By
 QO2119  HISTORY     - 1980     MONUMENTED       MNDT
 QO2119
 QO2119                          STATION DESCRIPTION
 QO2119
 QO2119'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2119'IN COLUMBIA HEIGHTS.
 QO2119'THE MARK IS LOCATED IN THE TOWN OF COLUMBIA HEIGHTS, 2.2 MILES SOUTH
 QO2119'ALONG TRUNK HIGHWAY 65 (CENTRAL AVENUE) FROM ITS JUNCTION WITH
 QO2119'INTERSTATE HIGHWAY 694, IN THE NORTHEAST CORNER OF TRUNK HIGHWAY 65
 QO2119'AND 37TH AVENUE NORTHEAST, IN THE SW 1/4 OF SECTION 36, T30N, R24W.
 QO2119'THE MARK IS 125 FEET NORTH OF THE CENTERLINE OF 37TH AVENUE
 QO2119'NORTHEAST, 54 FEET NORTHWEST OF THE CENTERLINE OF RESERVOIR
 QO2119'BOULEVARD, 38 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 65
 QO2119'NORTHBOUND.  THE MARK, A STANDARD MNDT VERTICAL CONTROL DISK
 QO2119'STAMPED---0207 K 1980---, IS SET IN THE SOUTH EDGE OF A ROUND
 QO2119'CONCRETE BASE FOR A ROTATING COMMERCIAL SIGN (SHELL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0793 ***********************************************************************
 QO0793  DESIGNATION -  0208 A
 QO0793  PID         -  QO0793
 QO0793  STATE/COUNTY-  MN/ANOKA
 QO0793  USGS QUAD   -  CIRCLE PINES (1993)
 QO0793
 QO0793                         *CURRENT SURVEY CONTROL
 QO0793  ___________________________________________________________________
 QO0793* NAD 83(1986)-  45 07 57.     (N)    093 14 05.     (W)     SCALED    
 QO0793* NAVD 88     -       277.570  (meters)     910.66   (feet)  ADJUSTED  
 QO0793  ___________________________________________________________________
 QO0793  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 QO0793  DYNAMIC HT  -         277.566 (meters)     910.65  (feet)  COMP
 QO0793  MODELED GRAV-     980,592.9   (mgal)                       NAVD 88
 QO0793
 QO0793  VERT ORDER  -  FIRST     CLASS I
 QO0793
 QO0793.The horizontal coordinates were scaled from a topographic map and have
 QO0793.an estimated accuracy of +/- 6 seconds.
 QO0793
 QO0793.The orthometric height was determined by differential leveling
 QO0793.and adjusted by the National Geodetic Survey in June 1991..
 QO0793
 QO0793.The geoid height was determined by GEOID03.
 QO0793
 QO0793.The dynamic height is computed by dividing the NAVD 88
 QO0793.geopotential number by the normal gravity value computed on the
 QO0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0793.degrees latitude (g = 980.6199 gals.).
 QO0793
 QO0793.The modeled gravity was interpolated from observed gravity values.
 QO0793
 QO0793;                    North         East    Units  Estimated Accuracy
 QO0793;SPC MN S     -   337,230.      860,200.      MT  (+/- 180 meters Scaled)
 QO0793
 QO0793                          SUPERSEDED SURVEY CONTROL
 QO0793
 QO0793  NGVD 29 (??/??/92)  277.503  (m)          910.44   (f) ADJ UNCH    1 1
 QO0793
 QO0793.Superseded values are not recommended for survey control.
 QO0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0793.See file dsdata.txt to determine how the superseded data were derived.
 QO0793
 QO0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK815976(NAD 83)
 QO0793_MARKER: DD = SURVEY DISK
 QO0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0793_SP_SET: MONUMENT
 QO0793_STAMPING: 0208-A 1969
 QO0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0793
 QO0793  HISTORY     - Date     Condition        Report By
 QO0793  HISTORY     - 1969     MONUMENTED       MNDT
 QO0793  HISTORY     - 1980     GOOD             MNDT
 QO0793
 QO0793                          STATION DESCRIPTION
 QO0793
 QO0793'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0793'IN BLAINE.
 QO0793'MARK IS LOCATED 0.8 MILES NORTH OF THE JUNCTION OF TH 10 AND TH 65 IN
 QO0793'THE VILLAGE OF BLAINE, 0.1 MILES NORTH OF 89TH AVENUE NORTHEAST, 72
 QO0793'FEET EAST OF TH 65 NORTHBOUND CENTERLINE STATION 365 + 89, 45 FEET
 QO0793'SOUTHEAST OF A 18 INCH OAK TREE, 43 FEET SOUTH OF A POWER POLE, 31
 QO0793'FEET SOUTH OF A 15 INCH ELM TREE, 21 FEET SOUTHEAST OF A 3 FOOT HIGH
 QO0793'ELM STUMP, 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST
 QO0793'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 32, T
 QO0793'31N, R 23W.
 QO0793
 QO0793                          STATION RECOVERY (1980)
 QO0793
 QO0793'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0793'0.2 MILE SOUTH ALONG TRUNK HIGHWAY 65 FROM THE CITY HALL IN BLAINE
 QO0793'AND 0.1 MILE NORTH OF THE JUNCTION OF RADISON ROAD AND TRUNK HIGHWAY
 QO0793'65 AT MILE POINT 11.0. THE MARK IS 71.5 FEET EAST OF AND ABOUT 2 FEET
 QO0793'ABOVE THE CENTERLINE OF NORTHBOUND HIGHWAY 65, 56.0 FEET SOUTHEAST OF
 QO0793'MILE POST 11, 43.7 FEET SOUTH OF A POWER POLE, 46.0 FEET SOUTH OF A
 QO0793'24-INCH OAK TREE AND 1.0 FOOT WEST OF A STEEL WITNESS POST. IT IS A
 QO0793'STANDARD MNHD BENCH MARK DISK SET IN THE TOP OF A PRECAST CONCRETE
 QO0793'MONUMENT AND PROJECTS 0.1 FOOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0822 ***********************************************************************
 QO0822  DESIGNATION -  0208 AA
 QO0822  PID         -  QO0822
 QO0822  STATE/COUNTY-  MN/ANOKA
 QO0822  USGS QUAD   -  COON LAKE BEACH (1993)
 QO0822
 QO0822                         *CURRENT SURVEY CONTROL
 QO0822  ___________________________________________________________________
 QO0822* NAD 83(1986)-  45 20 57.     (N)    093 14 14.     (W)     SCALED    
 QO0822* NAVD 88     -       279.323  (meters)     916.41   (feet)  ADJUSTED  
 QO0822  ___________________________________________________________________
 QO0822  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 QO0822  DYNAMIC HT  -         279.302 (meters)     916.34  (feet)  COMP
 QO0822  MODELED GRAV-     980,535.1   (mgal)                       NAVD 88
 QO0822
 QO0822  VERT ORDER  -  SECOND    CLASS 0
 QO0822
 QO0822.The horizontal coordinates were scaled from a topographic map and have
 QO0822.an estimated accuracy of +/- 6 seconds.
 QO0822
 QO0822.The orthometric height was determined by differential leveling
 QO0822.and adjusted by the National Geodetic Survey in June 1991..
 QO0822
 QO0822.The geoid height was determined by GEOID03.
 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.      859,780.      MT  (+/- 180 meters Scaled)
 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: 15TVL814217(NAD 83)
 QO0822_MARKER: DD = SURVEY DISK
 QO0822_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0822_SP_SET: MONUMENT
 QO0822_STAMPING: 0208-AA 1969
 QO0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0822
 QO0822  HISTORY     - Date     Condition        Report By
 QO0822  HISTORY     - 1969     MONUMENTED       MNDT
 QO0822  HISTORY     - 1977     GOOD             MNDT
 QO0822
 QO0822                          STATION DESCRIPTION
 QO0822
 QO0822'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1212 ***********************************************************************
 QO1212  DESIGNATION -  0208 AB
 QO1212  PID         -  QO1212
 QO1212  STATE/COUNTY-  MN/ANOKA
 QO1212  USGS QUAD   -  ISANTI (1974)
 QO1212
 QO1212                         *CURRENT SURVEY CONTROL
 QO1212  ___________________________________________________________________
 QO1212* NAD 83(1986)-  45 24 31.     (N)    093 14 04.     (W)     SCALED    
 QO1212* NAVD 88     -       283.406  (meters)     929.81   (feet)  ADJUSTED  
 QO1212  ___________________________________________________________________
 QO1212  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 QO1212  DYNAMIC HT  -         283.385 (meters)     929.74  (feet)  COMP
 QO1212  MODELED GRAV-     980,535.6   (mgal)                       NAVD 88
 QO1212
 QO1212  VERT ORDER  -  SECOND    CLASS I
 QO1212
 QO1212.The horizontal coordinates were scaled from a topographic map and have
 QO1212.an estimated accuracy of +/- 6 seconds.
 QO1212
 QO1212.The orthometric height was determined by differential leveling
 QO1212.and adjusted by the National Geodetic Survey in June 1991..
 QO1212
 QO1212.The geoid height was determined by GEOID03.
 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     -   367,920.      859,930.      MT  (+/- 180 meters Scaled)
 QO1212
 QO1212                          SUPERSEDED SURVEY CONTROL
 QO1212
 QO1212.No superseded survey control is available for this station.
 QO1212
 QO1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL816283(NAD 83)
 QO1212_MARKER: DD = SURVEY 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_PROJECTION: FLUSH
 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 = OCTOBER  6, 2006
 QO2144 ***********************************************************************
 QO2144  DESIGNATION -  0208 AC
 QO2144  PID         -  QO2144
 QO2144  STATE/COUNTY-  MN/ANOKA
 QO2144  USGS QUAD   -  CIRCLE PINES (1993)
 QO2144
 QO2144                         *CURRENT SURVEY CONTROL
 QO2144  ___________________________________________________________________
 QO2144* NAD 83(1986)-  45 11 45.     (N)    093 14 06.     (W)     SCALED    
 QO2144* NAVD 88     -       275.224  (meters)     902.96   (feet)  ADJUSTED  
 QO2144  ___________________________________________________________________
 QO2144  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 QO2144  DYNAMIC HT  -         275.216 (meters)     902.94  (feet)  COMP
 QO2144  MODELED GRAV-     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
 QO2144.and adjusted by the National Geodetic Survey in June 1991..
 QO2144
 QO2144.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 QO2144_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2144+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 QO2145 ***********************************************************************
 QO2145  DESIGNATION -  0208 AD
 QO2145  PID         -  QO2145
 QO2145  STATE/COUNTY-  MN/ANOKA
 QO2145  USGS QUAD   -  CIRCLE PINES (1993)
 QO2145
 QO2145                         *CURRENT SURVEY CONTROL
 QO2145  ___________________________________________________________________
 QO2145* NAD 83(1986)-  45 11 20.     (N)    093 14 07.     (W)     SCALED    
 QO2145* NAVD 88     -       274.321  (meters)     900.00   (feet)  ADJUSTED  
 QO2145  ___________________________________________________________________
 QO2145  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 QO2145  DYNAMIC HT  -         274.314 (meters)     899.98  (feet)  COMP
 QO2145  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 QO2145
 QO2145  VERT ORDER  -  SECOND    CLASS II
 QO2145
 QO2145.The horizontal coordinates were scaled from a topographic map and have
 QO2145.an estimated accuracy of +/- 6 seconds.
 QO2145
 QO2145.The orthometric height was determined by differential leveling
 QO2145.and adjusted by the National Geodetic Survey in June 1991..
 QO2145
 QO2145.The geoid height was determined by GEOID03.
 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     -   343,500.      860,100.      MT  (+/- 180 meters Scaled)
 QO2145
 QO2145                          SUPERSEDED SURVEY CONTROL
 QO2145
 QO2145.No superseded survey control is available for this station.
 QO2145
 QO2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL815039(NAD 83)
 QO2145_MARKER: DB = BENCH MARK DISK
 QO2145_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO2145+WITH SETTING: PAVEMENT
 QO2145_SP_SET: CONCRETE BASE
 QO2145_STAMPING: 0208 AD 1980
 QO2145_MARK LOGO: MNDT  
 QO2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2145+STABILITY: SURFACE MOTION
 QO2145
 QO2145  HISTORY     - Date     Condition        Report By
 QO2145  HISTORY     - 1980     MONUMENTED       MNDT
 QO2145
 QO2145                          STATION DESCRIPTION
 QO2145
 QO2145'DESCRIBED BY MN DEPT OF TRANSP 1980
 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 = OCTOBER  6, 2006
 QO0794 ***********************************************************************
 QO0794  DESIGNATION -  0208 B
 QO0794  PID         -  QO0794
 QO0794  STATE/COUNTY-  MN/ANOKA
 QO0794  USGS QUAD   -  CIRCLE PINES (1993)
 QO0794
 QO0794                         *CURRENT SURVEY CONTROL
 QO0794  ___________________________________________________________________
 QO0794* NAD 83(1986)-  45 08 29.     (N)    093 14 06.     (W)     SCALED    
 QO0794* NAVD 88     -       279.081  (meters)     915.62   (feet)  ADJUSTED  
 QO0794  ___________________________________________________________________
 QO0794  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 QO0794  DYNAMIC HT  -         279.077 (meters)     915.61  (feet)  COMP
 QO0794  MODELED GRAV-     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
 QO0794.and adjusted by the National Geodetic Survey in June 1991..
 QO0794
 QO0794.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0794_SP_SET: MONUMENT
 QO0794_STAMPING: 0208-B 1969
 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 = OCTOBER  6, 2006
 QO0795 ***********************************************************************
 QO0795  DESIGNATION -  0208 C
 QO0795  PID         -  QO0795
 QO0795  STATE/COUNTY-  MN/ANOKA
 QO0795  USGS QUAD   -  CIRCLE PINES (1993)
 QO0795
 QO0795                         *CURRENT SURVEY CONTROL
 QO0795  ___________________________________________________________________
 QO0795* NAD 83(1996)-  45 08 52.03783(N)    093 14 05.38804(W)     ADJUSTED  
 QO0795* NAVD 88     -       277.431  (meters)     910.20   (feet)  ADJUSTED  
 QO0795  ___________________________________________________________________
 QO0795  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 QO0795  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 QO0795  DYNAMIC HT  -         277.426 (meters)     910.19  (feet)  COMP
 QO0795  MODELED GRAV-     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
 QO0795.and adjusted by the National Geodetic Survey in June 1991..
 QO0795
 QO0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0795
 QO0795.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO0795;SPC MN S     -   338,932.145   860,174.194   MT  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  =   0.99956500
 QO0795
 QO0795|---------------------------------------------------------------------|
 QO0795| PID    Reference Object                     Distance      Geod. Az  |
 QO0795|                                                           dddmmss.s |
 QO0795| QO1697 BLAINE                              149.714 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: 15TVK8153999395(NAD 83)
 QO0795_MARKER: DB = BENCH MARK DISK
 QO0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0795_SP_SET: MONUMENT
 QO0795_STAMPING: 0208 C 1969
 QO0795_MARK LOGO: MNDT  
 QO0795_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0795+STABILITY: SURFACE MOTION
 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       MNDT
 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 DEPT OF TRANSP 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 = OCTOBER  6, 2006
 QO1207 ***********************************************************************
 QO1207  DESIGNATION -  0208 CC 1
 QO1207  PID         -  QO1207
 QO1207  STATE/COUNTY-  MN/ANOKA
 QO1207  USGS QUAD   -  ISANTI (1974)
 QO1207
 QO1207                         *CURRENT SURVEY CONTROL
 QO1207  ___________________________________________________________________
 QO1207* NAD 83(1996)-  45 22 42.70636(N)    093 14 08.85899(W)     ADJUSTED  
 QO1207* NAVD 88     -       275.563  (meters)     904.08   (feet)  ADJUSTED  
 QO1207  ___________________________________________________________________
 QO1207  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 QO1207  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 QO1207  DYNAMIC HT  -         275.542 (meters)     904.01  (feet)  COMP
 QO1207  MODELED GRAV-     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
 QO1207.and adjusted by the National Geodetic Survey in June 1991..
 QO1207
 QO1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1207
 QO1207.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1207;SPC MN S     -   364,574.475   859,858.633   MT  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     -   0.99996123  x   1.00003940  =   1.00000063
 QO1207!UTM  15      -   0.99996123  x   0.99960419  =   0.99956544
 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: 15TVL8153925029(NAD 83)
 QO1207_MARKER: DD = SURVEY DISK
 QO1207_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO1207_SP_SET: CULVERT
 QO1207_STAMPING: 0208 CC 1 1975
 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 = OCTOBER  6, 2006
 QO0796 ***********************************************************************
 QO0796  DESIGNATION -  0208 D
 QO0796  PID         -  QO0796
 QO0796  STATE/COUNTY-  MN/ANOKA
 QO0796  USGS QUAD   -  CIRCLE PINES (1993)
 QO0796
 QO0796                         *CURRENT SURVEY CONTROL
 QO0796  ___________________________________________________________________
 QO0796* NAD 83(1996)-  45 09 17.15298(N)    093 14 04.87754(W)     ADJUSTED  
 QO0796* NAVD 88     -       275.541  (meters)     904.00   (feet)  ADJUSTED  
 QO0796  ___________________________________________________________________
 QO0796  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 QO0796  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 QO0796  DYNAMIC HT  -         275.536 (meters)     903.99  (feet)  COMP
 QO0796  MODELED GRAV-     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
 QO0796.and adjusted by the National Geodetic Survey in June 1991..
 QO0796
 QO0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0796
 QO0796.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO0796;SPC MN S     -   339,707.529   860,178.087   MT  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  =   0.99994816
 QO0796!UTM  15      -   0.99996110  x   0.99960418  =   0.99956529
 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: 15TVL8155300170(NAD 83)
 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: MNDT  
 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       MNDT
 QO0796  HISTORY     - 1974     GOOD             MNHD
 QO0796  HISTORY     - 19961101 GOOD             MNDT
 QO0796
 QO0796                          STATION DESCRIPTION
 QO0796
 QO0796'DESCRIBED BY MN DEPT OF TRANSP 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 = OCTOBER  6, 2006
 QO0797 ***********************************************************************
 QO0797  DESIGNATION -  0208 E
 QO0797  PID         -  QO0797
 QO0797  STATE/COUNTY-  MN/ANOKA
 QO0797  USGS QUAD   -  CIRCLE PINES (1993)
 QO0797
 QO0797                         *CURRENT SURVEY CONTROL
 QO0797  ___________________________________________________________________
 QO0797* NAD 83(1986)-  45 09 38.     (N)    093 14 05.     (W)     SCALED    
 QO0797* NAVD 88     -       275.647  (meters)     904.35   (feet)  ADJUSTED  
 QO0797  ___________________________________________________________________
 QO0797  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 QO0797  DYNAMIC HT  -         275.642 (meters)     904.34  (feet)  COMP
 QO0797  MODELED GRAV-     980,589.4   (mgal)                       NAVD 88
 QO0797
 QO0797  VERT ORDER  -  SECOND    CLASS 0
 QO0797
 QO0797.The horizontal coordinates were scaled from a topographic map and have
 QO0797.an estimated accuracy of +/- 6 seconds.
 QO0797
 QO0797.The orthometric height was determined by differential leveling
 QO0797.and adjusted by the National Geodetic Survey in June 1991..
 QO0797
 QO0797.The geoid height was determined by GEOID03.
 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     -   340,350.      860,170.      MT  (+/- 180 meters Scaled)
 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: 15TVL815008(NAD 83)
 QO0797_MARKER: DD = SURVEY DISK
 QO0797_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0797_SP_SET: MONUMENT
 QO0797_STAMPING: 0208-E 1969
 QO0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0797
 QO0797  HISTORY     - Date     Condition        Report By
 QO0797  HISTORY     - 1969     MONUMENTED       MNDT
 QO0797
 QO0797                          STATION DESCRIPTION
 QO0797
 QO0797'DESCRIBED BY MN DEPT OF TRANSP 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 = OCTOBER  6, 2006
 QO0798 ***********************************************************************
 QO0798  DESIGNATION -  0208 F
 QO0798  PID         -  QO0798
 QO0798  STATE/COUNTY-  MN/ANOKA
 QO0798  USGS QUAD   -  CIRCLE PINES (1993)
 QO0798
 QO0798                         *CURRENT SURVEY CONTROL
 QO0798  ___________________________________________________________________
 QO0798* NAD 83(1986)-  45 10 05.     (N)    093 14 04.     (W)     SCALED    
 QO0798* NAVD 88     -       275.371  (meters)     903.45   (feet)  ADJUSTED  
 QO0798  ___________________________________________________________________
 QO0798  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 QO0798  DYNAMIC HT  -         275.366 (meters)     903.43  (feet)  COMP
 QO0798  MODELED GRAV-     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
 QO0798.and adjusted by the National Geodetic Survey in June 1991..
 QO0798
 QO0798.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO0798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0798_SP_SET: CONCRETE BASE
 QO0798_STAMPING: 0208-F 1969
 QO0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0798
 QO0798  HISTORY     - Date     Condition        Report By
 QO0798  HISTORY     - 1969     MONUMENTED       MNDT
 QO0798
 QO0798                          STATION DESCRIPTION
 QO0798
 QO0798'DESCRIBED BY MN DEPT OF TRANSP 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 = OCTOBER  6, 2006
 QO0800 ***********************************************************************
 QO0800  DESIGNATION -  0208 G
 QO0800  PID         -  QO0800
 QO0800  STATE/COUNTY-  MN/ANOKA
 QO0800  USGS QUAD   -  CIRCLE PINES (1993)
 QO0800
 QO0800                         *CURRENT SURVEY CONTROL
 QO0800  ___________________________________________________________________
 QO0800* NAD 83(1986)-  45 11 00.     (N)    093 14 04.     (W)     SCALED    
 QO0800* NAVD 88     -       276.692  (meters)     907.78   (feet)  ADJUSTED  
 QO0800  ___________________________________________________________________
 QO0800  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 QO0800  DYNAMIC HT  -         276.686 (meters)     907.76  (feet)  COMP
 QO0800  MODELED GRAV-     980,585.1   (mgal)                       NAVD 88
 QO0800
 QO0800  VERT ORDER  -  SECOND    CLASS 0
 QO0800
 QO0800.The horizontal coordinates were scaled from a topographic map and have
 QO0800.an estimated accuracy of +/- 6 seconds.
 QO0800
 QO0800.The orthometric height was determined by differential leveling
 QO0800.and adjusted by the National Geodetic Survey in June 1991..
 QO0800
 QO0800.The geoid height was determined by GEOID03.
 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     -   342,880.      860,170.      MT  (+/- 180 meters Scaled)
 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: 15TVL815033(NAD 83)
 QO0800_MARKER: DB = BENCH MARK DISK
 QO0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0800_SP_SET: CONCRETE MONUMENT
 QO0800_STAMPING: 0208 G 1969
 QO0800_MARK LOGO: MNHD  
 QO0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0800+STABILITY: SURFACE MOTION
 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 = OCTOBER  6, 2006
 QO0804 ***********************************************************************
 QO0804  DESIGNATION -  0208 J
 QO0804  PID         -  QO0804
 QO0804  STATE/COUNTY-  MN/ANOKA
 QO0804  USGS QUAD   -  CIRCLE PINES (1993)
 QO0804
 QO0804                         *CURRENT SURVEY CONTROL
 QO0804  ___________________________________________________________________
 QO0804* NAD 83(1986)-  45 12 40.     (N)    093 14 03.     (W)     SCALED    
 QO0804* NAVD 88     -       276.945  (meters)     908.61   (feet)  ADJUSTED  
 QO0804  ___________________________________________________________________
 QO0804  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 QO0804  DYNAMIC HT  -         276.936 (meters)     908.58  (feet)  COMP
 QO0804  MODELED GRAV-     980,575.6   (mgal)                       NAVD 88
 QO0804
 QO0804  VERT ORDER  -  SECOND    CLASS 0
 QO0804
 QO0804.The horizontal coordinates were scaled from a topographic map and have
 QO0804.an estimated accuracy of +/- 6 seconds.
 QO0804
 QO0804.The orthometric height was determined by differential leveling
 QO0804.and adjusted by the National Geodetic Survey in June 1991..
 QO0804
 QO0804.The geoid height was determined by GEOID03.
 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     -   345,970.      860,160.      MT  (+/- 180 meters Scaled)
 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: 15TVL816064(NAD 83)
 QO0804_MARKER: DD = SURVEY DISK
 QO0804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0804_SP_SET: MONUMENT
 QO0804_STAMPING: 0208-J 1969
 QO0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0804
 QO0804  HISTORY     - Date     Condition        Report By
 QO0804  HISTORY     - 1969     MONUMENTED       MNDT
 QO0804
 QO0804                          STATION DESCRIPTION
 QO0804
 QO0804'DESCRIBED BY MN DEPT OF TRANSP 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 = OCTOBER  6, 2006
 QO0805 ***********************************************************************
 QO0805  DESIGNATION -  0208 K
 QO0805  PID         -  QO0805
 QO0805  STATE/COUNTY-  MN/ANOKA
 QO0805  USGS QUAD   -  CIRCLE PINES (1993)
 QO0805
 QO0805                         *CURRENT SURVEY CONTROL
 QO0805  ___________________________________________________________________
 QO0805* NAD 83(1996)-  45 13 04.82895(N)    093 14 02.32138(W)     ADJUSTED  
 QO0805* NAVD 88     -       275.751  (meters)     904.69   (feet)  ADJUSTED  
 QO0805  ___________________________________________________________________
 QO0805  LAPLACE CORR-           5.81  (seconds)                    DEFLEC99
 QO0805  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 QO0805  DYNAMIC HT  -         275.741 (meters)     904.66  (feet)  COMP
 QO0805  MODELED GRAV-     980,573.0   (mgal)                       NAVD 88
 QO0805
 QO0805  HORZ ORDER  -  THIRD
 QO0805  VERT ORDER  -  SECOND    CLASS 0
 QO0805
 QO0805.The horizontal coordinates were established by classical geodetic methods
 QO0805.and adjusted by the National Geodetic Survey in March 1999..
 QO0805.No horizontal observational check was made to the station.
 QO0805
 QO0805.The orthometric height was determined by differential leveling
 QO0805.and adjusted by the National Geodetic Survey in June 1991..
 QO0805
 QO0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0805
 QO0805.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO0805;SPC MN S     -   346,736.272   860,168.053   MT  1.00000029   +0 32 12.9
 QO0805;UTM  15      - 5,007,195.419   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  =   0.99956527
 QO0805
 QO0805                          SUPERSEDED SURVEY CONTROL
 QO0805
 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  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_MARKER: DD = SURVEY DISK
 QO0805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0805_SP_SET: MONUMENT
 QO0805_STAMPING: 0208-K 1969
 QO0805_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0805
 QO0805  HISTORY     - Date     Condition        Report By
 QO0805  HISTORY     - 1969     MONUMENTED       MNDT
 QO0805  HISTORY     - 1975     GOOD             MNHD
 QO0805
 QO0805                          STATION DESCRIPTION
 QO0805
 QO0805'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0806 ***********************************************************************
 QO0806  DESIGNATION -  0208 L
 QO0806  PID         -  QO0806
 QO0806  STATE/COUNTY-  MN/ANOKA
 QO0806  USGS QUAD   -  CIRCLE PINES (1993)
 QO0806
 QO0806                         *CURRENT SURVEY CONTROL
 QO0806  ___________________________________________________________________
 QO0806* NAD 83(1986)-  45 13 34.     (N)    093 14 04.     (W)     SCALED    
 QO0806* NAVD 88     -       272.264  (meters)     893.25   (feet)  ADJUSTED  
 QO0806  ___________________________________________________________________
 QO0806  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 QO0806  DYNAMIC HT  -         272.253 (meters)     893.22  (feet)  COMP
 QO0806  MODELED GRAV-     980,569.8   (mgal)                       NAVD 88
 QO0806
 QO0806  VERT ORDER  -  SECOND    CLASS 0
 QO0806
 QO0806.The horizontal coordinates were scaled from a topographic map and have
 QO0806.an estimated accuracy of +/- 6 seconds.
 QO0806
 QO0806.The orthometric height was determined by differential leveling
 QO0806.and adjusted by the National Geodetic Survey in June 1991..
 QO0806
 QO0806.The geoid height was determined by GEOID03.
 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     -   347,640.      860,120.      MT  (+/- 180 meters Scaled)
 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: 15TVL815080(NAD 83)
 QO0806_MARKER: DD = SURVEY DISK
 QO0806_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0806_SP_SET: MONUMENT
 QO0806_STAMPING: 0208-L 1969
 QO0806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0806
 QO0806  HISTORY     - Date     Condition        Report By
 QO0806  HISTORY     - 1969     MONUMENTED       MNDT
 QO0806
 QO0806                          STATION DESCRIPTION
 QO0806
 QO0806'DESCRIBED BY MN DEPT OF TRANSP 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 = OCTOBER  6, 2006
 QO0807 ***********************************************************************
 QO0807  DESIGNATION -  0208 M
 QO0807  PID         -  QO0807
 QO0807  STATE/COUNTY-  MN/ANOKA
 QO0807  USGS QUAD   -  CIRCLE PINES (1993)
 QO0807
 QO0807                         *CURRENT SURVEY CONTROL
 QO0807  ___________________________________________________________________
 QO0807* NAD 83(1986)-  45 13 57.     (N)    093 14 04.     (W)     SCALED    
 QO0807* NAVD 88     -       271.348  (meters)     890.25   (feet)  ADJUSTED  
 QO0807  ___________________________________________________________________
 QO0807  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 QO0807  DYNAMIC HT  -         271.337 (meters)     890.21  (feet)  COMP
 QO0807  MODELED GRAV-     980,567.5   (mgal)                       NAVD 88
 QO0807
 QO0807  VERT ORDER  -  SECOND    CLASS 0
 QO0807
 QO0807.The horizontal coordinates were scaled from a topographic map and have
 QO0807.an estimated accuracy of +/- 6 seconds.
 QO0807
 QO0807.The orthometric height was determined by differential leveling
 QO0807.and adjusted by the National Geodetic Survey in June 1991..
 QO0807
 QO0807.The geoid height was determined by GEOID03.
 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     -   348,350.      860,120.      MT  (+/- 180 meters Scaled)
 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: 15TVL815088(NAD 83)
 QO0807_MARKER: DD = SURVEY DISK
 QO0807_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0807_SP_SET: BRIDGE
 QO0807_STAMPING: 0208-M 1969
 QO0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0807
 QO0807  HISTORY     - Date     Condition        Report By
 QO0807  HISTORY     - 1969     MONUMENTED       MNDT
 QO0807
 QO0807                          STATION DESCRIPTION
 QO0807
 QO0807'DESCRIBED BY MN DEPT OF TRANSP 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 = OCTOBER  6, 2006
 QO0808 ***********************************************************************
 QO0808  DESIGNATION -  0208 N
 QO0808  PID         -  QO0808
 QO0808  STATE/COUNTY-  MN/ANOKA
 QO0808  USGS QUAD   -  CIRCLE PINES (1993)
 QO0808
 QO0808                         *CURRENT SURVEY CONTROL
 QO0808  ___________________________________________________________________
 QO0808* NAD 83(1986)-  45 13 57.     (N)    093 14 04.     (W)     SCALED    
 QO0808* NAVD 88     -       271.363  (meters)     890.30   (feet)  ADJUSTED  
 QO0808  ___________________________________________________________________
 QO0808  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 QO0808  DYNAMIC HT  -         271.352 (meters)     890.26  (feet)  COMP
 QO0808  MODELED GRAV-     980,567.5   (mgal)                       NAVD 88
 QO0808
 QO0808  VERT ORDER  -  SECOND    CLASS 0
 QO0808
 QO0808.The horizontal coordinates were scaled from a topographic map and have
 QO0808.an estimated accuracy of +/- 6 seconds.
 QO0808
 QO0808.The orthometric height was determined by differential leveling
 QO0808.and adjusted by the National Geodetic Survey in June 1991..
 QO0808
 QO0808.The geoid height was determined by GEOID03.
 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     -   348,350.      860,120.      MT  (+/- 180 meters Scaled)
 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: 15TVL815088(NAD 83)
 QO0808_MARKER: DD = SURVEY DISK
 QO0808_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0808_SP_SET: BRIDGE
 QO0808_STAMPING: 0208-N 1969
 QO0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0808
 QO0808  HISTORY     - Date     Condition        Report By
 QO0808  HISTORY     - 1969     MONUMENTED       MNDT
 QO0808
 QO0808                          STATION DESCRIPTION
 QO0808
 QO0808'DESCRIBED BY MN DEPT OF TRANSP 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 = OCTOBER  6, 2006
 QO0809 ***********************************************************************
 QO0809  DESIGNATION -  0208 P
 QO0809  PID         -  QO0809
 QO0809  STATE/COUNTY-  MN/ANOKA
 QO0809  USGS QUAD   -  CIRCLE PINES (1993)
 QO0809
 QO0809                         *CURRENT SURVEY CONTROL
 QO0809  ___________________________________________________________________
 QO0809* NAD 83(1986)-  45 14 23.     (N)    093 14 04.     (W)     SCALED    
 QO0809* NAVD 88     -       274.540  (meters)     900.72   (feet)  ADJUSTED  
 QO0809  ___________________________________________________________________
 QO0809  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 QO0809  DYNAMIC HT  -         274.528 (meters)     900.68  (feet)  COMP
 QO0809  MODELED GRAV-     980,565.2   (mgal)                       NAVD 88
 QO0809
 QO0809  VERT ORDER  -  SECOND    CLASS 0
 QO0809
 QO0809.The horizontal coordinates were scaled from a topographic map and have
 QO0809.an estimated accuracy of +/- 6 seconds.
 QO0809
 QO0809.The orthometric height was determined by differential leveling
 QO0809.and adjusted by the National Geodetic Survey in June 1991..
 QO0809
 QO0809.The geoid height was determined by GEOID03.
 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     -   349,150.      860,110.      MT  (+/- 180 meters Scaled)
 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: 15TVL815096(NAD 83)
 QO0809_MARKER: DD = SURVEY DISK
 QO0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0809_SP_SET: MONUMENT
 QO0809_STAMPING: 0208-P 1969
 QO0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0809
 QO0809  HISTORY     - Date     Condition        Report By
 QO0809  HISTORY     - 1969     MONUMENTED       MNDT
 QO0809
 QO0809                          STATION DESCRIPTION
 QO0809
 QO0809'DESCRIBED BY MN DEPT OF TRANSP 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 = OCTOBER  6, 2006
 QO0811 ***********************************************************************
 QO0811  DESIGNATION -  0208 R
 QO0811  PID         -  QO0811
 QO0811  STATE/COUNTY-  MN/ANOKA
 QO0811  USGS QUAD   -  COON LAKE BEACH (1993)
 QO0811
 QO0811                         *CURRENT SURVEY CONTROL
 QO0811  ___________________________________________________________________
 QO0811* NAD 83(1986)-  45 15 15.     (N)    093 13 56.     (W)     SCALED    
 QO0811* NAVD 88     -       276.869  (meters)     908.36   (feet)  ADJUSTED  
 QO0811  ___________________________________________________________________
 QO0811  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 QO0811  DYNAMIC HT  -         276.856 (meters)     908.32  (feet)  COMP
 QO0811  MODELED GRAV-     980,561.8   (mgal)                       NAVD 88
 QO0811
 QO0811  VERT ORDER  -  SECOND    CLASS 0
 QO0811
 QO0811.The horizontal coordinates were scaled from a topographic map and have
 QO0811.an estimated accuracy of +/- 6 seconds.
 QO0811
 QO0811.The orthometric height was determined by differential leveling
 QO0811.and adjusted by the National Geodetic Survey in June 1991..
 QO0811
 QO0811.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QO0811;SPC MN S     -   350,760.      860,270.      MT  (+/- 180 meters Scaled)
 QO0811
 QO0811                          SUPERSEDED SURVEY CONTROL
 QO0811
 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: 15TVL817112(NAD 83)
 QO0811_MARKER: DD = SURVEY DISK
 QO0811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0811_SP_SET: MONUMENT
 QO0811_STAMPING: 0208-R 1969
 QO0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0811
 QO0811  HISTORY     - Date     Condition        Report By
 QO0811  HISTORY     - 1969     MONUMENTED       MNDT
 QO0811
 QO0811                          STATION DESCRIPTION
 QO0811
 QO0811'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0812 ***********************************************************************
 QO0812  DESIGNATION -  0208 S
 QO0812  PID         -  QO0812
 QO0812  STATE/COUNTY-  MN/ANOKA
 QO0812  USGS QUAD   -  COON LAKE BEACH (1993)
 QO0812
 QO0812                         *CURRENT SURVEY CONTROL
 QO0812  ___________________________________________________________________
 QO0812* NAD 83(1986)-  45 15 41.     (N)    093 14 00.     (W)     SCALED    
 QO0812* NAVD 88     -       276.919  (meters)     908.53   (feet)  ADJUSTED  
 QO0812  ___________________________________________________________________
 QO0812  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 QO0812  DYNAMIC HT  -         276.906 (meters)     908.48  (feet)  COMP
 QO0812  MODELED GRAV-     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
 QO0812.and adjusted by the National Geodetic Survey in June 1991..
 QO0812
 QO0812.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO0812_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0812_SP_SET: MONUMENT
 QO0812_STAMPING: 0208-S 1969
 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 = OCTOBER  6, 2006
 QO0813 ***********************************************************************
 QO0813  DESIGNATION -  0208 T
 QO0813  PID         -  QO0813
 QO0813  STATE/COUNTY-  MN/ANOKA
 QO0813  USGS QUAD   -  COON LAKE BEACH (1993)
 QO0813
 QO0813                         *CURRENT SURVEY CONTROL
 QO0813  ___________________________________________________________________
 QO0813* NAD 83(1986)-  45 15 58.     (N)    093 14 02.     (W)     SCALED    
 QO0813* NAVD 88     -       277.803  (meters)     911.43   (feet)  ADJUSTED  
 QO0813  ___________________________________________________________________
 QO0813  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 QO0813  DYNAMIC HT  -         277.789 (meters)     911.38  (feet)  COMP
 QO0813  MODELED GRAV-     980,558.0   (mgal)                       NAVD 88
 QO0813
 QO0813  VERT ORDER  -  SECOND    CLASS 0
 QO0813
 QO0813.The horizontal coordinates were scaled from a topographic map and have
 QO0813.an estimated accuracy of +/- 6 seconds.
 QO0813
 QO0813.The orthometric height was determined by differential leveling
 QO0813.and adjusted by the National Geodetic Survey in June 1991..
 QO0813
 QO0813.The geoid height was determined by GEOID03.
 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     -   352,080.      860,130.      MT  (+/- 180 meters Scaled)
 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: 15TVL816125(NAD 83)
 QO0813_MARKER: DD = SURVEY DISK
 QO0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0813_SP_SET: MONUMENT
 QO0813_STAMPING: 0208-T 1969
 QO0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0813
 QO0813  HISTORY     - Date     Condition        Report By
 QO0813  HISTORY     - 1969     MONUMENTED       MNDT
 QO0813
 QO0813                          STATION DESCRIPTION
 QO0813
 QO0813'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0814 ***********************************************************************
 QO0814  DESIGNATION -  0208 U
 QO0814  PID         -  QO0814
 QO0814  STATE/COUNTY-  MN/ANOKA
 QO0814  USGS QUAD   -  COON LAKE BEACH (1993)
 QO0814
 QO0814                         *CURRENT SURVEY CONTROL
 QO0814  ___________________________________________________________________
 QO0814* NAD 83(1986)-  45 16 41.     (N)    093 14 03.     (W)     SCALED    
 QO0814* NAVD 88     -       278.216  (meters)     912.78   (feet)  ADJUSTED  
 QO0814  ___________________________________________________________________
 QO0814  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 QO0814  DYNAMIC HT  -         278.201 (meters)     912.73  (feet)  COMP
 QO0814  MODELED GRAV-     980,554.7   (mgal)                       NAVD 88
 QO0814
 QO0814  VERT ORDER  -  SECOND    CLASS 0
 QO0814
 QO0814.The horizontal coordinates were scaled from a topographic map and have
 QO0814.an estimated accuracy of +/- 6 seconds.
 QO0814
 QO0814.The orthometric height was determined by differential leveling
 QO0814.and adjusted by the National Geodetic Survey in June 1991..
 QO0814
 QO0814.The geoid height was determined by GEOID03.
 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.      860,090.      MT  (+/- 180 meters Scaled)
 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: 15TVL816138(NAD 83)
 QO0814_MARKER: DD = SURVEY DISK
 QO0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0814_SP_SET: MONUMENT
 QO0814_STAMPING: 0208-U 1969
 QO0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0814
 QO0814  HISTORY     - Date     Condition        Report By
 QO0814  HISTORY     - 1969     MONUMENTED       MNDT
 QO0814
 QO0814                          STATION DESCRIPTION
 QO0814
 QO0814'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0815 ***********************************************************************
 QO0815  DESIGNATION -  0208 V
 QO0815  PID         -  QO0815
 QO0815  STATE/COUNTY-  MN/ANOKA
 QO0815  USGS QUAD   -  COON LAKE BEACH (1993)
 QO0815
 QO0815                         *CURRENT SURVEY CONTROL
 QO0815  ___________________________________________________________________
 QO0815* NAD 83(1986)-  45 17 14.     (N)    093 14 06.     (W)     SCALED    
 QO0815* NAVD 88     -       277.232  (meters)     909.55   (feet)  ADJUSTED  
 QO0815  ___________________________________________________________________
 QO0815  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 QO0815  DYNAMIC HT  -         277.216 (meters)     909.50  (feet)  COMP
 QO0815  MODELED GRAV-     980,551.1   (mgal)                       NAVD 88
 QO0815
 QO0815  VERT ORDER  -  SECOND    CLASS 0
 QO0815
 QO0815.The horizontal coordinates were scaled from a topographic map and have
 QO0815.an estimated accuracy of +/- 6 seconds.
 QO0815
 QO0815.The orthometric height was determined by differential leveling
 QO0815.and adjusted by the National Geodetic Survey in June 1991..
 QO0815
 QO0815.The geoid height was determined by GEOID03.
 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     -   354,430.      860,020.      MT  (+/- 180 meters Scaled)
 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: 15TVL815148(NAD 83)
 QO0815_MARKER: DD = SURVEY DISK
 QO0815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0815_SP_SET: MONUMENT
 QO0815_STAMPING: 0208-V 1969
 QO0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0815
 QO0815  HISTORY     - Date     Condition        Report By
 QO0815  HISTORY     - 1969     MONUMENTED       MNDT
 QO0815  HISTORY     - 1987     GOOD             USPSQD
 QO0815
 QO0815                          STATION DESCRIPTION
 QO0815
 QO0815'DESCRIBED BY MN DEPT OF TRANSP 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 = OCTOBER  6, 2006
 QO2134 ***********************************************************************
 QO2134  DESIGNATION -  0212 A
 QO2134  PID         -  QO2134
 QO2134  STATE/COUNTY-  MN/ANOKA
 QO2134  USGS QUAD   -  COON RAPIDS (1993)
 QO2134
 QO2134                         *CURRENT SURVEY CONTROL
 QO2134  ___________________________________________________________________
 QO2134* NAD 83(1986)-  45 11 50.     (N)    093 19 44.     (W)     SCALED    
 QO2134* NAVD 88     -       262.878  (meters)     862.46   (feet)  ADJUSTED  
 QO2134  ___________________________________________________________________
 QO2134  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 QO2134  DYNAMIC HT  -         262.862 (meters)     862.41  (feet)  COMP
 QO2134  MODELED GRAV-     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
 QO2134.and adjusted by the National Geodetic Survey in June 1991..
 QO2134
 QO2134.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2130 ***********************************************************************
 QO2130  DESIGNATION -  0212 B
 QO2130  PID         -  QO2130
 QO2130  STATE/COUNTY-  MN/ANOKA
 QO2130  USGS QUAD   -  ANOKA (1993)
 QO2130
 QO2130                         *CURRENT SURVEY CONTROL
 QO2130  ___________________________________________________________________
 QO2130* NAD 83(1986)-  45 11 53.     (N)    093 22 55.     (W)     SCALED    
 QO2130* NAVD 88     -       267.518  (meters)     877.68   (feet)  ADJUSTED  
 QO2130  ___________________________________________________________________
 QO2130  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 QO2130  DYNAMIC HT  -         267.499 (meters)     877.62  (feet)  COMP
 QO2130  MODELED GRAV-     980,540.5   (mgal)                       NAVD 88
 QO2130
 QO2130  VERT ORDER  -  SECOND    CLASS II
 QO2130
 QO2130.The horizontal coordinates were scaled from a topographic map and have
 QO2130.an estimated accuracy of +/- 6 seconds.
 QO2130
 QO2130.The orthometric height was determined by differential leveling
 QO2130.and adjusted by the National Geodetic Survey in June 1991..
 QO2130
 QO2130.The geoid height was determined by GEOID03.
 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     -   344,420.      848,560.      MT  (+/- 180 meters Scaled)
 QO2130
 QO2130                          SUPERSEDED SURVEY CONTROL
 QO2130
 QO2130.No superseded survey control is available for this station.
 QO2130
 QO2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL700050(NAD 83)
 QO2130_MARKER: DB = BENCH MARK DISK
 QO2130_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2130+WITH SETTING: INTO GROUND
 QO2130_SP_SET: METAL ROD WITH BASE PLATE
 QO2130_STAMPING: 0212 B 1980
 QO2130_MARK LOGO: MNDT  
 QO2130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2130+STABILITY: SURFACE MOTION
 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     - 1980     MONUMENTED       MNDT
 QO2130  HISTORY     - 20051112 GOOD             USPSQD
 QO2130
 QO2130                          STATION DESCRIPTION
 QO2130
 QO2130'DESCRIBED BY MN DEPT OF TRANSP 1980
 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 = OCTOBER  6, 2006
 QO2131 ***********************************************************************
 QO2131  DESIGNATION -  0212 C
 QO2131  PID         -  QO2131
 QO2131  STATE/COUNTY-  MN/ANOKA
 QO2131  USGS QUAD   -  COON RAPIDS (1993)
 QO2131
 QO2131                         *CURRENT SURVEY CONTROL
 QO2131  ___________________________________________________________________
 QO2131* NAD 83(1986)-  45 11 52.     (N)    093 22 20.     (W)     SCALED    
 QO2131* NAVD 88     -       267.090  (meters)     876.28   (feet)  ADJUSTED  
 QO2131  ___________________________________________________________________
 QO2131  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 QO2131  DYNAMIC HT  -         267.072 (meters)     876.22  (feet)  COMP
 QO2131  MODELED GRAV-     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
 QO2131.and adjusted by the National Geodetic Survey in June 1991..
 QO2131
 QO2131.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2132 ***********************************************************************
 QO2132  DESIGNATION -  0212 D
 QO2132  PID         -  QO2132
 QO2132  STATE/COUNTY-  MN/ANOKA
 QO2132  USGS QUAD   -  COON RAPIDS (1993)
 QO2132
 QO2132                         *CURRENT SURVEY CONTROL
 QO2132  ___________________________________________________________________
 QO2132* NAD 83(1986)-  45 11 52.     (N)    093 21 37.     (W)     SCALED    
 QO2132* NAVD 88     -       264.365  (meters)     867.34   (feet)  ADJUSTED  
 QO2132  ___________________________________________________________________
 QO2132  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 QO2132  DYNAMIC HT  -         264.348 (meters)     867.28  (feet)  COMP
 QO2132  MODELED GRAV-     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
 QO2132.and adjusted by the National Geodetic Survey in June 1991..
 QO2132
 QO2132.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 QO2132_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2132+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 QO2133 ***********************************************************************
 QO2133  DESIGNATION -  0212 E
 QO2133  PID         -  QO2133
 QO2133  STATE/COUNTY-  MN/ANOKA
 QO2133  USGS QUAD   -  COON RAPIDS (1993)
 QO2133
 QO2133                         *CURRENT SURVEY CONTROL
 QO2133  ___________________________________________________________________
 QO2133* NAD 83(1986)-  45 11 50.     (N)    093 21 02.     (W)     SCALED    
 QO2133* NAVD 88     -       266.858  (meters)     875.52   (feet)  ADJUSTED  
 QO2133  ___________________________________________________________________
 QO2133  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 QO2133  DYNAMIC HT  -         266.841 (meters)     875.46  (feet)  COMP
 QO2133  MODELED GRAV-     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
 QO2133.and adjusted by the National Geodetic Survey in June 1991..
 QO2133
 QO2133.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 QO2133_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2133+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 QO2135 ***********************************************************************
 QO2135  DESIGNATION -  0212 F
 QO2135  PID         -  QO2135
 QO2135  STATE/COUNTY-  MN/ANOKA
 QO2135  USGS QUAD   -  COON RAPIDS (1993)
 QO2135
 QO2135                         *CURRENT SURVEY CONTROL
 QO2135  ___________________________________________________________________
 QO2135* NAD 83(1986)-  45 11 52.     (N)    093 19 07.     (W)     SCALED    
 QO2135* NAVD 88     -       267.913  (meters)     878.98   (feet)  ADJUSTED  
 QO2135  ___________________________________________________________________
 QO2135  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 QO2135  DYNAMIC HT  -         267.897 (meters)     878.93  (feet)  COMP
 QO2135  MODELED GRAV-     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
 QO2135.and adjusted by the National Geodetic Survey in June 1991..
 QO2135
 QO2135.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 QO2135_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2135+WITH SETTING: INTO GROUND
 QO2135_SP_SET: METAL ROD WITH BASE PLATE
 QO2135_STAMPING: 0212 F 1980
 QO2135_MARK LOGO: MNDT  
 QO2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2135+STABILITY: SURFACE MOTION
 QO2135
 QO2135  HISTORY     - Date     Condition        Report By
 QO2135  HISTORY     - 1980     MONUMENTED       MNDT
 QO2135  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 QO2135
 QO2135                          STATION DESCRIPTION
 QO2135
 QO2135'DESCRIBED BY MN DEPT OF TRANSP 1980
 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 = OCTOBER  6, 2006
 QO2136 ***********************************************************************
 QO2136  DESIGNATION -  0212 G
 QO2136  PID         -  QO2136
 QO2136  STATE/COUNTY-  MN/ANOKA
 QO2136  USGS QUAD   -  COON RAPIDS (1993)
 QO2136
 QO2136                         *CURRENT SURVEY CONTROL
 QO2136  ___________________________________________________________________
 QO2136* NAD 83(1986)-  45 11 49.     (N)    093 18 26.     (W)     SCALED    
 QO2136* NAVD 88     -       268.610  (meters)     881.26   (feet)  ADJUSTED  
 QO2136  ___________________________________________________________________
 QO2136  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 QO2136  DYNAMIC HT  -         268.595 (meters)     881.22  (feet)  COMP
 QO2136  MODELED GRAV-     980,555.1   (mgal)                       NAVD 88
 QO2136
 QO2136  VERT ORDER  -  SECOND    CLASS II
 QO2136
 QO2136.The horizontal coordinates were scaled from a topographic map and have
 QO2136.an estimated accuracy of +/- 6 seconds.
 QO2136
 QO2136.The orthometric height was determined by differential leveling
 QO2136.and adjusted by the National Geodetic Survey in June 1991..
 QO2136
 QO2136.The geoid height was determined by GEOID03.
 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     -   344,340.      854,440.      MT  (+/- 180 meters Scaled)
 QO2136
 QO2136                          SUPERSEDED SURVEY CONTROL
 QO2136
 QO2136.No superseded survey control is available for this station.
 QO2136
 QO2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL758048(NAD 83)
 QO2136_MARKER: DB = BENCH MARK DISK
 QO2136_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2136+WITH SETTING: INTO GROUND
 QO2136_SP_SET: METAL ROD WITH BASE PLATE
 QO2136_STAMPING: 0212 G 1980
 QO2136_MARK LOGO: MNDT  
 QO2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2136+STABILITY: SURFACE MOTION
 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     - 1980     MONUMENTED       MNDT
 QO2136  HISTORY     - 20051112 GOOD             USPSQD
 QO2136
 QO2136                          STATION DESCRIPTION
 QO2136
 QO2136'DESCRIBED BY MN DEPT OF TRANSP 1980
 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 = OCTOBER  6, 2006
 QO2137 ***********************************************************************
 QO2137  DESIGNATION -  0212 H
 QO2137  PID         -  QO2137
 QO2137  STATE/COUNTY-  MN/ANOKA
 QO2137  USGS QUAD   -  COON RAPIDS (1993)
 QO2137
 QO2137                         *CURRENT SURVEY CONTROL
 QO2137  ___________________________________________________________________
 QO2137* NAD 83(1986)-  45 11 47.     (N)    093 17 53.     (W)     SCALED    
 QO2137* NAVD 88     -       269.260  (meters)     883.40   (feet)  ADJUSTED  
 QO2137  ___________________________________________________________________
 QO2137  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 QO2137  DYNAMIC HT  -         269.246 (meters)     883.35  (feet)  COMP
 QO2137  MODELED GRAV-     980,557.4   (mgal)                       NAVD 88
 QO2137
 QO2137  VERT ORDER  -  SECOND    CLASS II
 QO2137
 QO2137.The horizontal coordinates were scaled from a topographic map and have
 QO2137.an estimated accuracy of +/- 6 seconds.
 QO2137
 QO2137.The orthometric height was determined by differential leveling
 QO2137.and adjusted by the National Geodetic Survey in June 1991..
 QO2137
 QO2137.The geoid height was determined by GEOID03.
 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     -   344,290.      855,160.      MT  (+/- 180 meters Scaled)
 QO2137
 QO2137                          SUPERSEDED SURVEY CONTROL
 QO2137
 QO2137.No superseded survey control is available for this station.
 QO2137
 QO2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL765048(NAD 83)
 QO2137_MARKER: DB = BENCH MARK DISK
 QO2137_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO2137+WITH SETTING: PAVEMENT
 QO2137_SP_SET: CONCRETE BASE
 QO2137_STAMPING: 0212 H 1980
 QO2137_MARK LOGO: MNDT  
 QO2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2137+STABILITY: SURFACE MOTION
 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     - 1980     MONUMENTED       MNDT
 QO2137  HISTORY     - 20051112 GOOD             USPSQD
 QO2137
 QO2137                          STATION DESCRIPTION
 QO2137
 QO2137'DESCRIBED BY MN DEPT OF TRANSP 1980
 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 = OCTOBER  6, 2006
 QO2138 ***********************************************************************
 QO2138  DESIGNATION -  0212 J
 QO2138  PID         -  QO2138
 QO2138  STATE/COUNTY-  MN/ANOKA
 QO2138  USGS QUAD   -  COON RAPIDS (1993)
 QO2138
 QO2138                         *CURRENT SURVEY CONTROL
 QO2138  ___________________________________________________________________
 QO2138* NAD 83(1986)-  45 11 48.     (N)    093 17 41.     (W)     SCALED    
 QO2138* NAVD 88     -       270.133  (meters)     886.26   (feet)  ADJUSTED  
 QO2138  ___________________________________________________________________
 QO2138  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 QO2138  DYNAMIC HT  -         270.119 (meters)     886.22  (feet)  COMP
 QO2138  MODELED GRAV-     980,558.0   (mgal)                       NAVD 88
 QO2138
 QO2138  VERT ORDER  -  SECOND    CLASS II
 QO2138
 QO2138.The horizontal coordinates were scaled from a topographic map and have
 QO2138.an estimated accuracy of +/- 6 seconds.
 QO2138
 QO2138.The orthometric height was determined by differential leveling
 QO2138.and adjusted by the National Geodetic Survey in June 1991..
 QO2138
 QO2138.The geoid height was determined by GEOID03.
 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     -   344,320.      855,420.      MT  (+/- 180 meters Scaled)
 QO2138
 QO2138                          SUPERSEDED SURVEY CONTROL
 QO2138
 QO2138.No superseded survey control is available for this station.
 QO2138
 QO2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL768048(NAD 83)
 QO2138_MARKER: DB = BENCH MARK DISK
 QO2138_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2138+WITH SETTING: INTO GROUND
 QO2138_SP_SET: METAL ROD WITH BASE PLATE
 QO2138_STAMPING: 0212 J 1980
 QO2138_MARK LOGO: MNDT  
 QO2138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2138+STABILITY: SURFACE MOTION
 QO2138
 QO2138  HISTORY     - Date     Condition        Report By
 QO2138  HISTORY     - 1980     MONUMENTED       MNDT
 QO2138  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 QO2138
 QO2138                          STATION DESCRIPTION
 QO2138
 QO2138'DESCRIBED BY MN DEPT OF TRANSP 1980
 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 = OCTOBER  6, 2006
 QO2139 ***********************************************************************
 QO2139  DESIGNATION -  0212 K
 QO2139  PID         -  QO2139
 QO2139  STATE/COUNTY-  MN/ANOKA
 QO2139  USGS QUAD   -  COON RAPIDS (1993)
 QO2139
 QO2139                         *CURRENT SURVEY CONTROL
 QO2139  ___________________________________________________________________
 QO2139* NAD 83(1986)-  45 11 50.     (N)    093 17 04.     (W)     SCALED    
 QO2139* NAVD 88     -       273.261  (meters)     896.52   (feet)  ADJUSTED  
 QO2139  ___________________________________________________________________
 QO2139  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 QO2139  DYNAMIC HT  -         273.248 (meters)     896.48  (feet)  COMP
 QO2139  MODELED GRAV-     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
 QO2139.and adjusted by the National Geodetic Survey in June 1991..
 QO2139
 QO2139.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 QO2139_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2139+WITH SETTING: INTO GROUND
 QO2139_SP_SET: METAL ROD WITH BASE PLATE
 QO2139_STAMPING: 0212 K 1980
 QO2139_MARK LOGO: MNDT  
 QO2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2139+STABILITY: SURFACE MOTION
 QO2139
 QO2139  HISTORY     - Date     Condition        Report By
 QO2139  HISTORY     - 1980     MONUMENTED       MNDT
 QO2139
 QO2139                          STATION DESCRIPTION
 QO2139
 QO2139'DESCRIBED BY MN DEPT OF TRANSP 1980
 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 = OCTOBER  6, 2006
 QO2140 ***********************************************************************
 QO2140  DESIGNATION -  0212 L
 QO2140  PID         -  QO2140
 QO2140  STATE/COUNTY-  MN/ANOKA
 QO2140  USGS QUAD   -  COON RAPIDS (1993)
 QO2140
 QO2140                         *CURRENT SURVEY CONTROL
 QO2140  ___________________________________________________________________
 QO2140* NAD 83(1986)-  45 11 50.     (N)    093 16 33.     (W)     SCALED    
 QO2140* NAVD 88     -       274.479  (meters)     900.52   (feet)  ADJUSTED  
 QO2140  ___________________________________________________________________
 QO2140  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 QO2140  DYNAMIC HT  -         274.467 (meters)     900.48  (feet)  COMP
 QO2140  MODELED GRAV-     980,564.4   (mgal)                       NAVD 88
 QO2140
 QO2140  VERT ORDER  -  SECOND    CLASS II
 QO2140
 QO2140.The horizontal coordinates were scaled from a topographic map and have
 QO2140.an estimated accuracy of +/- 6 seconds.
 QO2140
 QO2140.The orthometric height was determined by differential leveling
 QO2140.and adjusted by the National Geodetic Survey in June 1991..
 QO2140
 QO2140.The geoid height was determined by GEOID03.
 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     -   344,400.      856,900.      MT  (+/- 180 meters Scaled)
 QO2140
 QO2140                          SUPERSEDED SURVEY CONTROL
 QO2140
 QO2140.No superseded survey control is available for this station.
 QO2140
 QO2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL783048(NAD 83)
 QO2140_MARKER: DB = BENCH MARK DISK
 QO2140_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2140+WITH SETTING: INTO GROUND
 QO2140_SP_SET: METAL ROD WITH BASE PLATE
 QO2140_STAMPING: 0212 L 1980
 QO2140_MARK LOGO: MNDT  
 QO2140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2140+STABILITY: SURFACE MOTION
 QO2140
 QO2140  HISTORY     - Date     Condition        Report By
 QO2140  HISTORY     - 1980     MONUMENTED       MNDT
 QO2140
 QO2140                          STATION DESCRIPTION
 QO2140
 QO2140'DESCRIBED BY MN DEPT OF TRANSP 1980
 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 = OCTOBER  6, 2006
 QO2141 ***********************************************************************
 QO2141  DESIGNATION -  0212 M
 QO2141  PID         -  QO2141
 QO2141  STATE/COUNTY-  MN/ANOKA
 QO2141  USGS QUAD   -  COON RAPIDS (1993)
 QO2141
 QO2141                         *CURRENT SURVEY CONTROL
 QO2141  ___________________________________________________________________
 QO2141* NAD 83(1986)-  45 11 50.     (N)    093 15 50.     (W)     SCALED    
 QO2141* NAVD 88     -       274.463  (meters)     900.47   (feet)  ADJUSTED  
 QO2141  ___________________________________________________________________
 QO2141  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 QO2141  DYNAMIC HT  -         274.452 (meters)     900.43  (feet)  COMP
 QO2141  MODELED GRAV-     980,569.8   (mgal)                       NAVD 88
 QO2141
 QO2141  VERT ORDER  -  SECOND    CLASS II
 QO2141
 QO2141.The horizontal coordinates were scaled from a topographic map and have
 QO2141.an estimated accuracy of +/- 6 seconds.
 QO2141
 QO2141.The orthometric height was determined by differential leveling
 QO2141.and adjusted by the National Geodetic Survey in June 1991..
 QO2141
 QO2141.The geoid height was determined by GEOID03.
 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     -   344,410.      857,840.      MT  (+/- 180 meters Scaled)
 QO2141
 QO2141                          SUPERSEDED SURVEY CONTROL
 QO2141
 QO2141.No superseded survey control is available for this station.
 QO2141
 QO2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL792048(NAD 83)
 QO2141_MARKER: DB = BENCH MARK DISK
 QO2141_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2141+WITH SETTING: INTO GROUND
 QO2141_SP_SET: METAL ROD WITH BASE PLATE
 QO2141_STAMPING: 0212 M 1980
 QO2141_MARK LOGO: MNDT  
 QO2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2141+STABILITY: SURFACE MOTION
 QO2141
 QO2141  HISTORY     - Date     Condition        Report By
 QO2141  HISTORY     - 1980     MONUMENTED       MNDT
 QO2141
 QO2141                          STATION DESCRIPTION
 QO2141
 QO2141'DESCRIBED BY MN DEPT OF TRANSP 1980
 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 = OCTOBER  6, 2006
 QO2142 ***********************************************************************
 QO2142  DESIGNATION -  0212 N
 QO2142  PID         -  QO2142
 QO2142  STATE/COUNTY-  MN/ANOKA
 QO2142  USGS QUAD   -  COON RAPIDS (1993)
 QO2142
 QO2142                         *CURRENT SURVEY CONTROL
 QO2142  ___________________________________________________________________
 QO2142* NAD 83(1986)-  45 11 48.     (N)    093 15 18.     (W)     SCALED    
 QO2142* NAVD 88     -       272.475  (meters)     893.95   (feet)  ADJUSTED  
 QO2142  ___________________________________________________________________
 QO2142  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 QO2142  DYNAMIC HT  -         272.465 (meters)     893.91  (feet)  COMP
 QO2142  MODELED GRAV-     980,574.2   (mgal)                       NAVD 88
 QO2142
 QO2142  VERT ORDER  -  SECOND    CLASS II
 QO2142
 QO2142.The horizontal coordinates were scaled from a topographic map and have
 QO2142.an estimated accuracy of +/- 6 seconds.
 QO2142
 QO2142.The orthometric height was determined by differential leveling
 QO2142.and adjusted by the National Geodetic Survey in June 1991..
 QO2142
 QO2142.The geoid height was determined by GEOID03.
 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     -   344,350.      858,540.      MT  (+/- 180 meters Scaled)
 QO2142
 QO2142                          SUPERSEDED SURVEY CONTROL
 QO2142
 QO2142.No superseded survey control is available for this station.
 QO2142
 QO2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL799048(NAD 83)
 QO2142_MARKER: DB = BENCH MARK DISK
 QO2142_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2142+WITH SETTING: INTO GROUND
 QO2142_SP_SET: METAL ROD WITH BASE PLATE
 QO2142_STAMPING: 0212 N 1980
 QO2142_MARK LOGO: MNDT  
 QO2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2142+STABILITY: SURFACE MOTION
 QO2142
 QO2142  HISTORY     - Date     Condition        Report By
 QO2142  HISTORY     - 1980     MONUMENTED       MNDT
 QO2142
 QO2142                          STATION DESCRIPTION
 QO2142
 QO2142'DESCRIBED BY MN DEPT OF TRANSP 1980
 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 = OCTOBER  6, 2006
 QO2143 ***********************************************************************
 QO2143  DESIGNATION -  0212 P
 QO2143  PID         -  QO2143
 QO2143  STATE/COUNTY-  MN/ANOKA
 QO2143  USGS QUAD   -  CIRCLE PINES (1993)
 QO2143
 QO2143                         *CURRENT SURVEY CONTROL
 QO2143  ___________________________________________________________________
 QO2143* NAD 83(1986)-  45 11 52.     (N)    093 14 36.     (W)     SCALED    
 QO2143* NAVD 88     -       277.246  (meters)     909.60   (feet)  ADJUSTED  
 QO2143  ___________________________________________________________________
 QO2143  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 QO2143  DYNAMIC HT  -         277.238 (meters)     909.57  (feet)  COMP
 QO2143  MODELED GRAV-     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
 QO2143.and adjusted by the National Geodetic Survey in June 1991..
 QO2143
 QO2143.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 QO2143_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2143+WITH SETTING: INTO GROUND
 QO2143_SP_SET: METAL ROD WITH BASE PLATE
 QO2143_STAMPING: 0212 P 1980
 QO2143_MARK LOGO: MNDT  
 QO2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2143+STABILITY: SURFACE MOTION
 QO2143
 QO2143  HISTORY     - Date     Condition        Report By
 QO2143  HISTORY     - 1980     MONUMENTED       MNDT
 QO2143
 QO2143                          STATION DESCRIPTION
 QO2143
 QO2143'DESCRIBED BY MN DEPT OF TRANSP 1980
 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 = OCTOBER  6, 2006
 QO0482 ***********************************************************************
 QO0482  DESIGNATION -  0215 A
 QO0482  PID         -  QO0482
 QO0482  STATE/COUNTY-  MN/ANOKA
 QO0482  USGS QUAD   -  ANOKA (1993)
 QO0482
 QO0482                         *CURRENT SURVEY CONTROL
 QO0482  ___________________________________________________________________
 QO0482* NAD 83(1986)-  45 12 17.     (N)    093 23 09.     (W)     SCALED    
 QO0482* NAVD 88     -       260.862  (meters)     855.84   (feet)  ADJUSTED  
 QO0482  ___________________________________________________________________
 QO0482  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 QO0482  DYNAMIC HT  -         260.843 (meters)     855.78  (feet)  COMP
 QO0482  MODELED GRAV-     980,537.3   (mgal)                       NAVD 88
 QO0482
 QO0482  VERT ORDER  -  FIRST     CLASS I
 QO0482
 QO0482.The horizontal coordinates were scaled from a topographic map and have
 QO0482.an estimated accuracy of +/- 6 seconds.
 QO0482
 QO0482.The orthometric height was determined by differential leveling
 QO0482.and adjusted by the National Geodetic Survey in June 1991..
 QO0482
 QO0482.The geoid height was determined by GEOID03.
 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     -   345,160.      848,250.      MT  (+/- 180 meters Scaled)
 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: 15TVL696057(NAD 83)
 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_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 = OCTOBER  6, 2006
 QO0483 ***********************************************************************
 QO0483  DESIGNATION -  0215 B
 QO0483  PID         -  QO0483
 QO0483  STATE/COUNTY-  MN/ANOKA
 QO0483  USGS QUAD   -  ANOKA (1993)
 QO0483
 QO0483                         *CURRENT SURVEY CONTROL
 QO0483  ___________________________________________________________________
 QO0483* NAD 83(1986)-  45 12 17.     (N)    093 23 08.     (W)     SCALED    
 QO0483* NAVD 88     -       266.795  (meters)     875.31   (feet)  ADJUSTED  
 QO0483  ___________________________________________________________________
 QO0483  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 QO0483  DYNAMIC HT  -         266.775 (meters)     875.24  (feet)  COMP
 QO0483  MODELED GRAV-     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
 QO0483.and adjusted by the National Geodetic Survey in June 1991..
 QO0483
 QO0483.The geoid height was determined by GEOID03.
 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_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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0483
 QO0483  HISTORY     - Date     Condition        Report By
 QO0483  HISTORY     - 1970     MONUMENTED       MNDT
 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 = OCTOBER  6, 2006
 QO0484 ***********************************************************************
 QO0484  DESIGNATION -  0215 C
 QO0484  PID         -  QO0484
 QO0484  STATE/COUNTY-  MN/ANOKA
 QO0484  USGS QUAD   -  ANOKA (1993)
 QO0484
 QO0484                         *CURRENT SURVEY CONTROL
 QO0484  ___________________________________________________________________
 QO0484* NAD 83(1986)-  45 12 16.     (N)    093 23 06.     (W)     SCALED    
 QO0484* NAVD 88     -       267.324  (meters)     877.05   (feet)  ADJUSTED  
 QO0484  ___________________________________________________________________
 QO0484  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 QO0484  DYNAMIC HT  -         267.305 (meters)     876.98  (feet)  COMP
 QO0484  MODELED GRAV-     980,537.6   (mgal)                       NAVD 88
 QO0484
 QO0484  VERT ORDER  -  FIRST     CLASS I
 QO0484
 QO0484.The horizontal coordinates were scaled from a topographic map and have
 QO0484.an estimated accuracy of +/- 6 seconds.
 QO0484
 QO0484.The orthometric height was determined by differential leveling
 QO0484.and adjusted by the National Geodetic Survey in June 1991..
 QO0484
 QO0484.The geoid height was determined by GEOID03.
 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     -   345,130.      848,320.      MT  (+/- 180 meters Scaled)
 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: 15TVL697057(NAD 83)
 QO0484_MARKER: DD = SURVEY DISK
 QO0484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0484_SP_SET: ABUTMENT
 QO0484_STAMPING: 0215 C 1970
 QO0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0484
 QO0484  HISTORY     - Date     Condition        Report By
 QO0484  HISTORY     - 1970     MONUMENTED       MNDT
 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 = OCTOBER  6, 2006
 QO0481 ***********************************************************************
 QO0481  DESIGNATION -  0215 D
 QO0481  PID         -  QO0481
 QO0481  STATE/COUNTY-  MN/ANOKA
 QO0481  USGS QUAD   -  ANOKA (1993)
 QO0481
 QO0481                         *CURRENT SURVEY CONTROL
 QO0481  ___________________________________________________________________
 QO0481* NAD 83(1986)-  45 12 15.     (N)    093 22 40.     (W)     SCALED    
 QO0481* NAVD 88     -       271.228  (meters)     889.85   (feet)  ADJUSTED  
 QO0481  ___________________________________________________________________
 QO0481  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 QO0481  DYNAMIC HT  -         271.208 (meters)     889.79  (feet)  COMP
 QO0481  MODELED GRAV-     980,539.0   (mgal)                       NAVD 88
 QO0481
 QO0481  VERT ORDER  -  FIRST     CLASS I
 QO0481
 QO0481.The horizontal coordinates were scaled from a topographic map and have
 QO0481.an estimated accuracy of +/- 6 seconds.
 QO0481
 QO0481.The orthometric height was determined by differential leveling
 QO0481.and adjusted by the National Geodetic Survey in June 1991..
 QO0481
 QO0481.The geoid height was determined by GEOID03.
 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     -   345,100.      848,890.      MT  (+/- 180 meters Scaled)
 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: 15TVL703057(NAD 83)
 QO0481_MARKER: DD = SURVEY DISK
 QO0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0481_SP_SET: ABUTMENT
 QO0481_STAMPING: 0215 D 1970
 QO0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0481
 QO0481  HISTORY     - Date     Condition        Report By
 QO0481  HISTORY     - 1970     MONUMENTED       MNDT
 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 = OCTOBER  6, 2006
 QO0480 ***********************************************************************
 QO0480  DESIGNATION -  0215 E
 QO0480  PID         -  QO0480
 QO0480  STATE/COUNTY-  MN/ANOKA
 QO0480  USGS QUAD   -  COON RAPIDS (1993)
 QO0480
 QO0480                         *CURRENT SURVEY CONTROL
 QO0480  ___________________________________________________________________
 QO0480* NAD 83(1986)-  45 12 15.     (N)    093 22 24.     (W)     SCALED    
 QO0480* NAVD 88     -       276.913  (meters)     908.51   (feet)  ADJUSTED  
 QO0480  ___________________________________________________________________
 QO0480  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 QO0480  DYNAMIC HT  -         276.894 (meters)     908.44  (feet)  COMP
 QO0480  MODELED GRAV-     980,539.9   (mgal)                       NAVD 88
 QO0480
 QO0480  VERT ORDER  -  FIRST     CLASS I
 QO0480
 QO0480.The horizontal coordinates were scaled from a topographic map and have
 QO0480.an estimated accuracy of +/- 6 seconds.
 QO0480
 QO0480.The orthometric height was determined by differential leveling
 QO0480.and adjusted by the National Geodetic Survey in June 1991..
 QO0480
 QO0480.The geoid height was determined by GEOID03.
 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     -   345,110.      849,230.      MT  (+/- 180 meters Scaled)
 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: 15TVL706056(NAD 83)
 QO0480_MARKER: DD = SURVEY DISK
 QO0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0480_SP_SET: ABUTMENT
 QO0480_STAMPING: 0215 E 1970
 QO0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0480
 QO0480  HISTORY     - Date     Condition        Report By
 QO0480  HISTORY     - 1970     MONUMENTED       MNDT
 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 = OCTOBER  6, 2006
 QO0479 ***********************************************************************
 QO0479  DESIGNATION -  0215 F
 QO0479  PID         -  QO0479
 QO0479  STATE/COUNTY-  MN/ANOKA
 QO0479  USGS QUAD   -  COON RAPIDS (1993)
 QO0479
 QO0479                         *CURRENT SURVEY CONTROL
 QO0479  ___________________________________________________________________
 QO0479* NAD 83(1986)-  45 12 16.     (N)    093 21 54.     (W)     SCALED    
 QO0479* NAVD 88     -       264.905  (meters)     869.11   (feet)  ADJUSTED  
 QO0479  ___________________________________________________________________
 QO0479  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 QO0479  DYNAMIC HT  -         264.887 (meters)     869.05  (feet)  COMP
 QO0479  MODELED GRAV-     980,541.3   (mgal)                       NAVD 88
 QO0479
 QO0479  VERT ORDER  -  FIRST     CLASS I
 QO0479
 QO0479.The horizontal coordinates were scaled from a topographic map and have
 QO0479.an estimated accuracy of +/- 6 seconds.
 QO0479
 QO0479.The orthometric height was determined by differential leveling
 QO0479.and adjusted by the National Geodetic Survey in June 1991..
 QO0479
 QO0479.The geoid height was determined by GEOID03.
 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     -   345,140.      849,890.      MT  (+/- 180 meters Scaled)
 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: 15TVL713057(NAD 83)
 QO0479_MARKER: DD = SURVEY DISK
 QO0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0479_STAMPING: 0215 F 1970
 QO0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0479+STABILITY: SURFACE MOTION
 QO0479
 QO0479  HISTORY     - Date     Condition        Report By
 QO0479  HISTORY     - 1970     MONUMENTED       MNDT
 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 = OCTOBER  6, 2006
 QO0477 ***********************************************************************
 QO0477  DESIGNATION -  0215 H
 QO0477  PID         -  QO0477
 QO0477  STATE/COUNTY-  MN/ANOKA
 QO0477  USGS QUAD   -  COON RAPIDS (1993)
 QO0477
 QO0477                         *CURRENT SURVEY CONTROL
 QO0477  ___________________________________________________________________
 QO0477* NAD 83(1986)-  45 12 10.     (N)    093 20 52.     (W)     SCALED    
 QO0477* NAVD 88     -       267.401  (meters)     877.30   (feet)  ADJUSTED  
 QO0477  ___________________________________________________________________
 QO0477  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 QO0477  DYNAMIC HT  -         267.383 (meters)     877.24  (feet)  COMP
 QO0477  MODELED GRAV-     980,545.2   (mgal)                       NAVD 88
 QO0477
 QO0477  VERT ORDER  -  FIRST     CLASS I
 QO0477
 QO0477.The horizontal coordinates were scaled from a topographic map and have
 QO0477.an estimated accuracy of +/- 6 seconds.
 QO0477
 QO0477.The orthometric height was determined by differential leveling
 QO0477.and adjusted by the National Geodetic Survey in June 1991..
 QO0477
 QO0477.The geoid height was determined by GEOID03.
 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     -   344,970.      851,240.      MT  (+/- 180 meters Scaled)
 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: 15TVL726055(NAD 83)
 QO0477_MARKER: DD = SURVEY DISK
 QO0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0477_STAMPING: 0215 H 1970
 QO0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0477+STABILITY: SURFACE MOTION
 QO0477
 QO0477  HISTORY     - Date     Condition        Report By
 QO0477  HISTORY     - 1970     MONUMENTED       MNDT
 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 = OCTOBER  6, 2006
 QO0476 ***********************************************************************
 QO0476  DESIGNATION -  0215 I
 QO0476  PID         -  QO0476
 QO0476  STATE/COUNTY-  MN/ANOKA
 QO0476  USGS QUAD   -  COON RAPIDS (1993)
 QO0476
 QO0476                         *CURRENT SURVEY CONTROL
 QO0476  ___________________________________________________________________
 QO0476* NAD 83(1996)-  45 11 51.01315(N)    093 20 24.14928(W)     ADJUSTED  
 QO0476* NAVD 88     -       270.400  (meters)     887.14   (feet)  ADJUSTED  
 QO0476  ___________________________________________________________________
 QO0476  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 QO0476  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 QO0476  DYNAMIC HT  -         270.383 (meters)     887.08  (feet)  COMP
 QO0476  MODELED GRAV-     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
 QO0476.and adjusted by the National Geodetic Survey in June 1991..
 QO0476
 QO0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0476
 QO0476.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO0476;SPC MN S     -   344,384.913   851,855.784   MT  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     -   0.99996197  x   0.99999587  =   0.99995784
 QO0476!UTM  15      -   0.99996197  x   0.99960877  =   0.99957075
 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: 15TVL7329204947(NAD 83)
 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 = OCTOBER  6, 2006
 QO0475 ***********************************************************************
 QO0475  DESIGNATION -  0215 J
 QO0475  PID         -  QO0475
 QO0475  STATE/COUNTY-  MN/ANOKA
 QO0475  USGS QUAD   -  COON RAPIDS (1993)
 QO0475
 QO0475                         *CURRENT SURVEY CONTROL
 QO0475  ___________________________________________________________________
 QO0475* NAD 83(1996)-  45 11 30.40021(N)    093 20 00.40923(W)     ADJUSTED  
 QO0475* NAVD 88     -       263.990  (meters)     866.11   (feet)  ADJUSTED  
 QO0475  ___________________________________________________________________
 QO0475  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 QO0475  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 QO0475  DYNAMIC HT  -         263.975 (meters)     866.06  (feet)  COMP
 QO0475  MODELED GRAV-     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
 QO0475.and adjusted by the National Geodetic Survey in June 1991..
 QO0475
 QO0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0475
 QO0475.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO0475;SPC MN S     -   343,752.799   852,379.117   MT  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     -   0.99996296  x   0.99999466  =   0.99995763
 QO0475!UTM  15      -   0.99996296  x   0.99960844  =   0.99957142
 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: 15TVL7380704309(NAD 83)
 QO0475_MARKER: DB = BENCH MARK DISK
 QO0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0475_SP_SET: CONCRETE MONUMENT
 QO0475_STAMPING: 0215 J 1970
 QO0475_MARK LOGO: MNHD  
 QO0475_PROJECTION: PROJECTING 6 CENTIMETERS
 QO0475_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0475+STABILITY: SURFACE MOTION
 QO0475
 QO0475  HISTORY     - Date     Condition        Report By
 QO0475  HISTORY     - 1974     MONUMENTED       MNHD
 QO0475  HISTORY     - 1970     GOOD             NGS
 QO0475  HISTORY     - 1980     GOOD             MNDT
 QO0475  HISTORY     - 1980     GOOD             MNDT
 QO0475  HISTORY     - 19800615 GOOD             MNHD
 QO0475
 QO0475                          STATION DESCRIPTION
 QO0475
 QO0475'DESCRIBED BY MN HIGHWAY DEPT 1974 (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 (1970)
 QO0475
 QO0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0474 ***********************************************************************
 QO0474  DESIGNATION -  0215 K
 QO0474  PID         -  QO0474
 QO0474  STATE/COUNTY-  MN/ANOKA
 QO0474  USGS QUAD   -  COON RAPIDS (1993)
 QO0474
 QO0474                         *CURRENT SURVEY CONTROL
 QO0474  ___________________________________________________________________
 QO0474* NAD 83(1986)-  45 11 12.     (N)    093 19 37.     (W)     SCALED    
 QO0474* NAVD 88     -       265.219  (meters)     870.14   (feet)  ADJUSTED  
 QO0474  ___________________________________________________________________
 QO0474  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 QO0474  DYNAMIC HT  -         265.205 (meters)     870.09  (feet)  COMP
 QO0474  MODELED GRAV-     980,556.4   (mgal)                       NAVD 88
 QO0474
 QO0474  VERT ORDER  -  FIRST     CLASS I
 QO0474
 QO0474.The horizontal coordinates were scaled from a topographic map and have
 QO0474.an estimated accuracy of +/- 6 seconds.
 QO0474
 QO0474.The orthometric height was determined by differential leveling
 QO0474.and adjusted by the National Geodetic Survey in June 1991..
 QO0474
 QO0474.The geoid height was determined by GEOID03.
 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     -   343,190.      852,900.      MT  (+/- 180 meters Scaled)
 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: 15TVL743037(NAD 83)
 QO0474_MARKER: DD = SURVEY DISK
 QO0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 QO0468 ***********************************************************************
 QO0468  DESIGNATION -  0215 O
 QO0468  PID         -  QO0468
 QO0468  STATE/COUNTY-  MN/ANOKA
 QO0468  USGS QUAD   -  COON RAPIDS (1993)
 QO0468
 QO0468                         *CURRENT SURVEY CONTROL
 QO0468  ___________________________________________________________________
 QO0468* NAD 83(1986)-  45 10 11.     (N)    093 17 38.     (W)     SCALED    
 QO0468* NAVD 88     -       273.078  (meters)     895.92   (feet)  ADJUSTED  
 QO0468  ___________________________________________________________________
 QO0468  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 QO0468  DYNAMIC HT  -         273.068 (meters)     895.89  (feet)  COMP
 QO0468  MODELED GRAV-     980,572.9   (mgal)                       NAVD 88
 QO0468
 QO0468  VERT ORDER  -  FIRST     CLASS I
 QO0468
 QO0468.The horizontal coordinates were scaled from a topographic map and have
 QO0468.an estimated accuracy of +/- 6 seconds.
 QO0468
 QO0468.The orthometric height was determined by differential leveling
 QO0468.and adjusted by the National Geodetic Survey in June 1991..
 QO0468
 QO0468.The geoid height was determined by GEOID03.
 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     -   341,330.      855,510.      MT  (+/- 180 meters Scaled)
 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: 15TVL769018(NAD 83)
 QO0468_MARKER: Z = SEE DESCRIPTION
 QO0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 QO0467 ***********************************************************************
 QO0467  DESIGNATION -  0215 P
 QO0467  PID         -  QO0467
 QO0467  STATE/COUNTY-  MN/ANOKA
 QO0467  USGS QUAD   -  COON RAPIDS (1993)
 QO0467
 QO0467                         *CURRENT SURVEY CONTROL
 QO0467  ___________________________________________________________________
 QO0467* NAD 83(1996)-  45 10 09.49951(N)    093 17 38.01006(W)     ADJUSTED  
 QO0467* NAVD 88     -       273.247  (meters)     896.48   (feet)  ADJUSTED  
 QO0467  ___________________________________________________________________
 QO0467  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 QO0467  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 QO0467  DYNAMIC HT  -         273.237 (meters)     896.45  (feet)  COMP
 QO0467  MODELED GRAV-     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
 QO0467.and adjusted by the National Geodetic Survey in June 1991..
 QO0467
 QO0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0467
 QO0467.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO0467;SPC MN S     -   341,281.531   855,508.954   MT  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     -   0.99996148  x   0.99999000  =   0.99995148
 QO0467!UTM  15      -   0.99996148  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_MARKER: DD = SURVEY DISK
 QO0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0467_SP_SET: ABUTMENT
 QO0467_STAMPING: 0215 P 1970
 QO0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0467
 QO0467  HISTORY     - Date     Condition        Report By
 QO0467  HISTORY     - 1974     MONUMENTED       MNHD
 QO0467  HISTORY     - 1970     GOOD             NGS
 QO0467  HISTORY     - 1975     GOOD             MNDT
 QO0467  HISTORY     - 1985     GOOD             USPSQD
 QO0467
 QO0467                          STATION DESCRIPTION
 QO0467
 QO0467'DESCRIBED BY MN HIGHWAY DEPT 1974 (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 (1970)
 QO0467
 QO0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0457 ***********************************************************************
 QO0457  DESIGNATION -  0215 T
 QO0457  PID         -  QO0457
 QO0457  STATE/COUNTY-  MN/ANOKA
 QO0457  USGS QUAD   -  COON RAPIDS (1993)
 QO0457
 QO0457                         *CURRENT SURVEY CONTROL
 QO0457  ___________________________________________________________________
 QO0457* NAD 83(1996)-  45 08 41.50575(N)    093 16 14.46104(W)     ADJUSTED  
 QO0457* NAVD 88     -       275.583  (meters)     904.14   (feet)  ADJUSTED  
 QO0457  ___________________________________________________________________
 QO0457  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 QO0457  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 QO0457  DYNAMIC HT  -         275.577 (meters)     904.12  (feet)  COMP
 QO0457  MODELED GRAV-     980,588.6   (mgal)                       NAVD 88
 QO0457
 QO0457  HORZ ORDER  -  SECOND
 QO0457  VERT ORDER  -  FIRST     CLASS I
 QO0457
 QO0457.The horizontal coordinates were established by classical geodetic methods
 QO0457.and adjusted by the National Geodetic Survey in March 1999..
 QO0457
 QO0457.The orthometric height was determined by differential leveling
 QO0457.and adjusted by the National Geodetic Survey in June 1991..
 QO0457
 QO0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0457
 QO0457.The geoid height was determined by GEOID03.
 QO0457
 QO0457.The dynamic height is computed by dividing the NAVD 88
 QO0457.geopotential number by the normal gravity value computed on the
 QO0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0457.degrees latitude (g = 980.6199 gals.).
 QO0457
 QO0457.The modeled gravity was interpolated from observed gravity values.
 QO0457
 QO0457;                    North         East     Units Scale Factor Converg.
 QO0457;SPC MN S     -   338,581.255   857,357.586   MT  0.99998510   +0 30 40.3
 QO0457;UTM  15      - 4,999,078.650   478,719.817   MT  0.99960557   -0 11 30.8
 QO0457
 QO0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0457!SPC MN S     -   0.99996109  x   0.99998510  =   0.99994619
 QO0457!UTM  15      -   0.99996109  x   0.99960557  =   0.99956668
 QO0457
 QO0457                          SUPERSEDED SURVEY CONTROL
 QO0457
 QO0457  NAD 83(1986)-  45 08 41.50042(N)    093 16 14.45521(W) AD(       ) 2
 QO0457  NAD 27      -  45 08 41.62554(N)    093 16 13.63936(W) AD(       ) 2
 QO0457  NGVD 29 (??/??/92)  275.513  (m)          903.91   (f) ADJ UNCH    1 1
 QO0457
 QO0457.Superseded values are not recommended for survey control.
 QO0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0457.See file dsdata.txt to determine how the superseded data were derived.
 QO0457
 QO0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7872099079(NAD 83)
 QO0457_MARKER: DD = SURVEY DISK
 QO0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0457_STAMPING: 0215 T 1970
 QO0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0457+STABILITY: SURFACE MOTION
 QO0457
 QO0457  HISTORY     - Date     Condition        Report By
 QO0457  HISTORY     - 1974     MONUMENTED       MNHD
 QO0457  HISTORY     - 1970     GOOD             NGS
 QO0457  HISTORY     - 1975     GOOD             MNDT
 QO0457  HISTORY     - 1985     GOOD             USPSQD
 QO0457
 QO0457                          STATION DESCRIPTION
 QO0457
 QO0457'DESCRIBED BY MN HIGHWAY DEPT 1974 (DKH)
 QO0457'THE STATION IS LOCATED IN THE CITY OF COON RAPIDS.
 QO0457'
 QO0457'TO REACH THE STATION FROM THE INTERCHANGE OF TRUNK HIGHWAY 10 AND
 QO0457'TRUNK HIGHWAY 47 IN COON RAPIDS, GO NORTH ON TRUNK HIGHWAY 10 AND 47
 QO0457'FOR 0.65 MILES TO MARK ON THE LEFT.
 QO0457'
 QO0457'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED 0215 T 1970, IS SET IN
 QO0457'THE TOP OF A PRE-CAST CONCRETE MONUMENT THAT PROJECTS 0.7 FOOT ABOVE
 QO0457'THE SURFACE OF THE GROUND.  THE MARK IS 96.7 FEET WEST OF THE
 QO0457'CENTERLINE OF THE SOUTH-BOUND LANE OF TRUNK HIGHWAY 10, 127.2 FEET
 QO0457'NORTH OF A CORNER FENCE POST AND 0.2 FOOT EAST OF A STEEL WITNESS
 QO0457'POST.
 QO0457'
 QO0457'NEAREST TOWN--COON RAPIDS.
 QO0457
 QO0457                          STATION RECOVERY (1970)
 QO0457
 QO0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QO0457'2.75 MI SE FROM COON RAPIDS.
 QO0457'ABOUT 1.05 MILES SOUTH ALONG E. RIVER BOULEVARD WHICH IS COUNTY ROAD 1
 QO0457'FROM THE CITY HALL AT COON RAPIDS, THENCE 1.2 MILES NORTHEAST ALONG
 QO0457'FOLEY BOULEVARD WHICH IS COUNTY ROAD 11, THENCE 0.5 MILE SOUTH ALONG
 QO0457'U.S. HIGHWAY 10 AND STATE HIGHWAY 47, 0.1 MILE SOUTH OF A POWER LINE
 QO0457'CROSSING THE HIGHWAY, 96 1/2 FEET WEST OF THE CENTER LINE OF THE WEST
 QO0457'LANES OF THE HIGHWAY, (SLOPE DISTANCE), 172 YARDS SOUTH OF THE
 QO0457'SOUTHEAST CORNER OF A FRAME HOUSE, 127 1/2 FEET NORTH OF A CORNER
 QO0457'FENCE POST, 0.2 FOOT EAST OF A METAL WITNESS POST, ABOUT 15 FEET ABOVE
 QO0457'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 QO0457'PROJECTS 10 INCHES.  SECTION 25, T 31N, R 24W.
 QO0457
 QO0457                          STATION RECOVERY (1975)
 QO0457
 QO0457'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 QO0457'THE MARK IS 0.5 MILE SOUTH ALONG TRUNK HIGHWAYS 10 AND 47 FROM THE
 QO0457'INTERCHANGE OF TRUNK HIGHWAYS 47 AND 10 AND FOLEY BOULEVARD. THE MARK
 QO0457'IS 0.1 MILE SOUTH OF A POWER LINE CROSSING THE HIGHWAY, 96.5 FEET
 QO0457'WEST OF THE CENTERLINE OF THE WEST LANES OF THE HIGHWAY (SLOPE
 QO0457'DISTANCE), 172 YARDS SOUTH OF THE SOUTHEAST CORNER OF A FRAME HOUSE,
 QO0457'127.5 FEET NORTH OF A CORNER FENCE POST, 0.2 FOOT EAST OF A STEEL
 QO0457'WITNESS POST, ABOUT 15 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 QO0457'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 10 INCHES.
 QO0457
 QO0457                          STATION RECOVERY (1985)
 QO0457
 QO0457'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2080 ***********************************************************************
 QO2080  DESIGNATION -  0215 U
 QO2080  PID         -  QO2080
 QO2080  STATE/COUNTY-  MN/ANOKA
 QO2080  USGS QUAD   -  ANOKA (1993)
 QO2080
 QO2080                         *CURRENT SURVEY CONTROL
 QO2080  ___________________________________________________________________
 QO2080* NAD 83(1986)-  45 12 18.     (N)    093 23 23.     (W)     SCALED    
 QO2080* NAVD 88     -       268.668  (meters)     881.45   (feet)  ADJUSTED  
 QO2080  ___________________________________________________________________
 QO2080  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 QO2080  DYNAMIC HT  -         268.648 (meters)     881.39  (feet)  COMP
 QO2080  MODELED GRAV-     980,536.5   (mgal)                       NAVD 88
 QO2080
 QO2080  VERT ORDER  -  SECOND    CLASS I
 QO2080
 QO2080.The horizontal coordinates were scaled from a topographic map and have
 QO2080.an estimated accuracy of +/- 6 seconds.
 QO2080
 QO2080.The orthometric height was determined by differential leveling
 QO2080.and adjusted by the National Geodetic Survey in June 1991..
 QO2080
 QO2080.The geoid height was determined by GEOID03.
 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     -   345,190.      847,950.      MT  (+/- 180 meters Scaled)
 QO2080
 QO2080                          SUPERSEDED SURVEY CONTROL
 QO2080
 QO2080.No superseded survey control is available for this station.
 QO2080
 QO2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL693057(NAD 83)
 QO2080_MARKER: DB = BENCH MARK DISK
 QO2080_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 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 = OCTOBER  6, 2006
 QO2454 ***********************************************************************
 QO2454  DESIGNATION -  0217 A
 QO2454  PID         -  QO2454
 QO2454  STATE/COUNTY-  MN/ANOKA
 QO2454  USGS QUAD   -  COON RAPIDS (1993)
 QO2454
 QO2454                         *CURRENT SURVEY CONTROL
 QO2454  ___________________________________________________________________
 QO2454* NAD 83(1986)-  45 08 00.     (N)    093 17 53.     (W)     SCALED    
 QO2454* NAVD 88     -       249.273  (meters)     817.82   (feet)  ADJUSTED  
 QO2454  ___________________________________________________________________
 QO2454  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 QO2454  DYNAMIC HT  -         249.268 (meters)     817.81  (feet)  COMP
 QO2454  MODELED GRAV-     980,588.6   (mgal)                       NAVD 88
 QO2454
 QO2454  VERT ORDER  -  SECOND    CLASS II
 QO2454
 QO2454.The horizontal coordinates were scaled from a topographic map and have
 QO2454.an estimated accuracy of +/- 6 seconds.
 QO2454
 QO2454.The orthometric height was determined by differential leveling
 QO2454.and adjusted by the National Geodetic Survey in June 1995..
 QO2454
 QO2454.The geoid height was determined by GEOID03.
 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     -   337,280.      855,220.      MT  (+/- 180 meters Scaled)
 QO2454
 QO2454                          SUPERSEDED SURVEY CONTROL
 QO2454
 QO2454.No superseded survey control is available for this station.
 QO2454
 QO2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK765978(NAD 83)
 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 = OCTOBER  6, 2006
 QO2453 ***********************************************************************
 QO2453  DESIGNATION -  0217 B
 QO2453  PID         -  QO2453
 QO2453  STATE/COUNTY-  MN/ANOKA
 QO2453  USGS QUAD   -  COON RAPIDS (1993)
 QO2453
 QO2453                         *CURRENT SURVEY CONTROL
 QO2453  ___________________________________________________________________
 QO2453* NAD 83(1986)-  45 07 47.     (N)    093 17 55.     (W)     SCALED    
 QO2453* NAVD 88     -       257.856  (meters)     845.98   (feet)  ADJUSTED  
 QO2453  ___________________________________________________________________
 QO2453  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 QO2453  DYNAMIC HT  -         257.851 (meters)     845.97  (feet)  COMP
 QO2453  MODELED GRAV-     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
 QO2453.and adjusted by the National Geodetic Survey in June 1995..
 QO2453
 QO2453.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2455 ***********************************************************************
 QO2455  DESIGNATION -  0217 C
 QO2455  PID         -  QO2455
 QO2455  STATE/COUNTY-  MN/ANOKA
 QO2455  USGS QUAD   -  COON RAPIDS (1993)
 QO2455
 QO2455                         *CURRENT SURVEY CONTROL
 QO2455  ___________________________________________________________________
 QO2455* NAD 83(1986)-  45 08 08.     (N)    093 17 49.     (W)     SCALED    
 QO2455* NAVD 88     -       252.040  (meters)     826.90   (feet)  ADJUSTED  
 QO2455  ___________________________________________________________________
 QO2455  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 QO2455  DYNAMIC HT  -         252.035 (meters)     826.88  (feet)  COMP
 QO2455  MODELED GRAV-     980,587.9   (mgal)                       NAVD 88
 QO2455
 QO2455  VERT ORDER  -  SECOND    CLASS II
 QO2455
 QO2455.The horizontal coordinates were scaled from a topographic map and have
 QO2455.an estimated accuracy of +/- 6 seconds.
 QO2455
 QO2455.The orthometric height was determined by differential leveling
 QO2455.and adjusted by the National Geodetic Survey in June 1995..
 QO2455
 QO2455.The geoid height was determined by GEOID03.
 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     -   337,530.      855,300.      MT  (+/- 180 meters Scaled)
 QO2455
 QO2455                          SUPERSEDED SURVEY CONTROL
 QO2455
 QO2455.No superseded survey control is available for this station.
 QO2455
 QO2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK766980(NAD 83)
 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 = OCTOBER  6, 2006
 QO2456 ***********************************************************************
 QO2456  DESIGNATION -  0217 D
 QO2456  PID         -  QO2456
 QO2456  STATE/COUNTY-  MN/ANOKA
 QO2456  USGS QUAD   -  COON RAPIDS (1993)
 QO2456
 QO2456                         *CURRENT SURVEY CONTROL
 QO2456  ___________________________________________________________________
 QO2456* NAD 83(1986)-  45 08 05.     (N)    093 17 37.     (W)     SCALED    
 QO2456* NAVD 88     -       265.418  (meters)     870.79   (feet)  ADJUSTED  
 QO2456  ___________________________________________________________________
 QO2456  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 QO2456  DYNAMIC HT  -         265.412 (meters)     870.77  (feet)  COMP
 QO2456  MODELED GRAV-     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
 QO2456.and adjusted by the National Geodetic Survey in June 1995..
 QO2456
 QO2456.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2465 ***********************************************************************
 QO2465  DESIGNATION -  0217 E
 QO2465  PID         -  QO2465
 QO2465  STATE/COUNTY-  MN/ANOKA
 QO2465  USGS QUAD   -  COON RAPIDS (1993)
 QO2465
 QO2465                         *CURRENT SURVEY CONTROL
 QO2465  ___________________________________________________________________
 QO2465* NAD 83(1986)-  45 08 41.     (N)    093 16 55.     (W)     SCALED    
 QO2465* NAVD 88     -       270.106  (meters)     886.17   (feet)  ADJUSTED  
 QO2465  ___________________________________________________________________
 QO2465  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 QO2465  DYNAMIC HT  -         270.100 (meters)     886.15  (feet)  COMP
 QO2465  MODELED GRAV-     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
 QO2465.and adjusted by the National Geodetic Survey in June 1995..
 QO2465
 QO2465.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2460 ***********************************************************************
 QO2460  DESIGNATION -  0217 G
 QO2460  PID         -  QO2460
 QO2460  STATE/COUNTY-  MN/ANOKA
 QO2460  USGS QUAD   -  COON RAPIDS (1993)
 QO2460
 QO2460                         *CURRENT SURVEY CONTROL
 QO2460  ___________________________________________________________________
 QO2460* NAD 83(1986)-  45 08 18.     (N)    093 17 25.     (W)     SCALED    
 QO2460* NAVD 88     -       277.987  (meters)     912.03   (feet)  ADJUSTED  
 QO2460  ___________________________________________________________________
 QO2460  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 QO2460  DYNAMIC HT  -         277.981 (meters)     912.01  (feet)  COMP
 QO2460  MODELED GRAV-     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
 QO2460.and adjusted by the National Geodetic Survey in June 1995..
 QO2460
 QO2460.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2459 ***********************************************************************
 QO2459  DESIGNATION -  0217 G 2
 QO2459  PID         -  QO2459
 QO2459  STATE/COUNTY-  MN/ANOKA
 QO2459  USGS QUAD   -  COON RAPIDS (1993)
 QO2459
 QO2459                         *CURRENT SURVEY CONTROL
 QO2459  ___________________________________________________________________
 QO2459* NAD 83(1986)-  45 08 18.     (N)    093 17 26.     (W)     SCALED    
 QO2459* NAVD 88     -       277.858  (meters)     911.61   (feet)  ADJUSTED  
 QO2459  ___________________________________________________________________
 QO2459  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 QO2459  DYNAMIC HT  -         277.853 (meters)     911.59  (feet)  COMP
 QO2459  MODELED GRAV-     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
 QO2459.and adjusted by the National Geodetic Survey in June 1995..
 QO2459
 QO2459.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2457 ***********************************************************************
 QO2457  DESIGNATION -  0217 H
 QO2457  PID         -  QO2457
 QO2457  STATE/COUNTY-  MN/ANOKA
 QO2457  USGS QUAD   -  COON RAPIDS (1993)
 QO2457
 QO2457                         *CURRENT SURVEY CONTROL
 QO2457  ___________________________________________________________________
 QO2457* NAD 83(1986)-  45 08 18.     (N)    093 17 26.     (W)     SCALED    
 QO2457* NAVD 88     -       277.453  (meters)     910.28   (feet)  ADJUSTED  
 QO2457  ___________________________________________________________________
 QO2457  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 QO2457  DYNAMIC HT  -         277.447 (meters)     910.26  (feet)  COMP
 QO2457  MODELED GRAV-     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
 QO2457.and adjusted by the National Geodetic Survey in June 1995..
 QO2457
 QO2457.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2458 ***********************************************************************
 QO2458  DESIGNATION -  0217 H 2
 QO2458  PID         -  QO2458
 QO2458  STATE/COUNTY-  MN/ANOKA
 QO2458  USGS QUAD   -  COON RAPIDS (1993)
 QO2458
 QO2458                         *CURRENT SURVEY CONTROL
 QO2458  ___________________________________________________________________
 QO2458* NAD 83(1986)-  45 08 18.     (N)    093 17 25.     (W)     SCALED    
 QO2458* NAVD 88     -       277.546  (meters)     910.58   (feet)  ADJUSTED  
 QO2458  ___________________________________________________________________
 QO2458  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 QO2458  DYNAMIC HT  -         277.541 (meters)     910.57  (feet)  COMP
 QO2458  MODELED GRAV-     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
 QO2458.and adjusted by the National Geodetic Survey in June 1995..
 QO2458
 QO2458.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2464 ***********************************************************************
 QO2464  DESIGNATION -  0217 J
 QO2464  PID         -  QO2464
 QO2464  STATE/COUNTY-  MN/ANOKA
 QO2464  USGS QUAD   -  COON RAPIDS (1993)
 QO2464
 QO2464                         *CURRENT SURVEY CONTROL
 QO2464  ___________________________________________________________________
 QO2464* NAD 83(1986)-  45 08 21.     (N)    093 17 16.     (W)     SCALED    
 QO2464* NAVD 88     -       279.038  (meters)     915.48   (feet)  ADJUSTED  
 QO2464  ___________________________________________________________________
 QO2464  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 QO2464  DYNAMIC HT  -         279.033 (meters)     915.46  (feet)  COMP
 QO2464  MODELED GRAV-     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
 QO2464.and adjusted by the National Geodetic Survey in June 1995..
 QO2464
 QO2464.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2463 ***********************************************************************
 QO2463  DESIGNATION -  0217 J 2
 QO2463  PID         -  QO2463
 QO2463  STATE/COUNTY-  MN/ANOKA
 QO2463  USGS QUAD   -  COON RAPIDS (1993)
 QO2463
 QO2463                         *CURRENT SURVEY CONTROL
 QO2463  ___________________________________________________________________
 QO2463* NAD 83(1986)-  45 08 21.     (N)    093 17 16.     (W)     SCALED    
 QO2463* NAVD 88     -       279.137  (meters)     915.80   (feet)  ADJUSTED  
 QO2463  ___________________________________________________________________
 QO2463  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 QO2463  DYNAMIC HT  -         279.132 (meters)     915.79  (feet)  COMP
 QO2463  MODELED GRAV-     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
 QO2463.and adjusted by the National Geodetic Survey in June 1995..
 QO2463
 QO2463.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2461 ***********************************************************************
 QO2461  DESIGNATION -  0217 K
 QO2461  PID         -  QO2461
 QO2461  STATE/COUNTY-  MN/ANOKA
 QO2461  USGS QUAD   -  COON RAPIDS (1993)
 QO2461
 QO2461                         *CURRENT SURVEY CONTROL
 QO2461  ___________________________________________________________________
 QO2461* NAD 83(1986)-  45 08 21.     (N)    093 17 16.     (W)     SCALED    
 QO2461* NAVD 88     -       279.056  (meters)     915.54   (feet)  ADJUSTED  
 QO2461  ___________________________________________________________________
 QO2461  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 QO2461  DYNAMIC HT  -         279.050 (meters)     915.52  (feet)  COMP
 QO2461  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 QO2461
 QO2461  VERT ORDER  -  SECOND    CLASS II
 QO2461
 QO2461.The horizontal coordinates were scaled from a topographic map and have
 QO2461.an estimated accuracy of +/- 6 seconds.
 QO2461
 QO2461.The orthometric height was determined by differential leveling
 QO2461.and adjusted by the National Geodetic Survey in June 1995..
 QO2461
 QO2461.The geoid height was determined by GEOID03.
 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     -   337,940.      856,020.      MT  (+/- 180 meters Scaled)
 QO2461
 QO2461                          SUPERSEDED SURVEY CONTROL
 QO2461
 QO2461.No superseded survey control is available for this station.
 QO2461
 QO2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK773984(NAD 83)
 QO2461_MARKER: DV = VERTICAL CONTROL DISK
 QO2461_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 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 = OCTOBER  6, 2006
 QO2462 ***********************************************************************
 QO2462  DESIGNATION -  0217 K 2
 QO2462  PID         -  QO2462
 QO2462  STATE/COUNTY-  MN/ANOKA
 QO2462  USGS QUAD   -  COON RAPIDS (1993)
 QO2462
 QO2462                         *CURRENT SURVEY CONTROL
 QO2462  ___________________________________________________________________
 QO2462* NAD 83(1986)-  45 08 21.     (N)    093 17 16.     (W)     SCALED    
 QO2462* NAVD 88     -       279.010  (meters)     915.39   (feet)  ADJUSTED  
 QO2462  ___________________________________________________________________
 QO2462  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 QO2462  DYNAMIC HT  -         279.005 (meters)     915.37  (feet)  COMP
 QO2462  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 QO2462
 QO2462  VERT ORDER  -  SECOND    CLASS II
 QO2462
 QO2462.The horizontal coordinates were scaled from a topographic map and have
 QO2462.an estimated accuracy of +/- 6 seconds.
 QO2462
 QO2462.The orthometric height was determined by differential leveling
 QO2462.and adjusted by the National Geodetic Survey in June 1995..
 QO2462
 QO2462.The geoid height was determined by GEOID03.
 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     -   337,940.      856,020.      MT  (+/- 180 meters Scaled)
 QO2462
 QO2462                          SUPERSEDED SURVEY CONTROL
 QO2462
 QO2462.No superseded survey control is available for this station.
 QO2462
 QO2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK773984(NAD 83)
 QO2462_MARKER: DV = VERTICAL CONTROL DISK
 QO2462_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 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 = OCTOBER  6, 2006
 QO2466 ***********************************************************************
 QO2466  DESIGNATION -  0217 L
 QO2466  PID         -  QO2466
 QO2466  STATE/COUNTY-  MN/ANOKA
 QO2466  USGS QUAD   -  COON RAPIDS (1993)
 QO2466
 QO2466                         *CURRENT SURVEY CONTROL
 QO2466  ___________________________________________________________________
 QO2466* NAD 83(1986)-  45 08 34.     (N)    093 16 46.     (W)     SCALED    
 QO2466* NAVD 88     -       279.822  (meters)     918.05   (feet)  ADJUSTED  
 QO2466  ___________________________________________________________________
 QO2466  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 QO2466  DYNAMIC HT  -         279.816 (meters)     918.03  (feet)  COMP
 QO2466  MODELED GRAV-     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
 QO2466.and adjusted by the National Geodetic Survey in June 1995..
 QO2466
 QO2466.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2467 ***********************************************************************
 QO2467  DESIGNATION -  0217 M
 QO2467  PID         -  QO2467
 QO2467  STATE/COUNTY-  MN/ANOKA
 QO2467  USGS QUAD   -  COON RAPIDS (1993)
 QO2467
 QO2467                         *CURRENT SURVEY CONTROL
 QO2467  ___________________________________________________________________
 QO2467* NAD 83(1986)-  45 08 32.     (N)    093 16 42.     (W)     SCALED    
 QO2467* NAVD 88     -       278.613  (meters)     914.08   (feet)  ADJUSTED  
 QO2467  ___________________________________________________________________
 QO2467  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 QO2467  DYNAMIC HT  -         278.607 (meters)     914.06  (feet)  COMP
 QO2467  MODELED GRAV-     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
 QO2467.and adjusted by the National Geodetic Survey in June 1995..
 QO2467
 QO2467.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO0678 ***********************************************************************
 QO0678  DESIGNATION -  0280 A
 QO0678  PID         -  QO0678
 QO0678  STATE/COUNTY-  MN/RAMSEY
 QO0678  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0678
 QO0678                         *CURRENT SURVEY CONTROL
 QO0678  ___________________________________________________________________
 QO0678* NAD 83(1986)-  45 07 26.     (N)    093 11 15.     (W)     SCALED    
 QO0678* NAVD 88     -       283.086  (meters)     928.76   (feet)  ADJUSTED  
 QO0678  ___________________________________________________________________
 QO0678  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 QO0678  DYNAMIC HT  -         283.082 (meters)     928.74  (feet)  COMP
 QO0678  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 QO0678
 QO0678  VERT ORDER  -  SECOND    CLASS 0
 QO0678
 QO0678.The horizontal coordinates were scaled from a topographic map and have
 QO0678.an estimated accuracy of +/- 6 seconds.
 QO0678
 QO0678.The orthometric height was determined by differential leveling
 QO0678.and adjusted by the National Geodetic Survey in June 1991..
 QO0678
 QO0678.Photographs are available for this station.
 QO0678
 QO0678.The geoid height was determined by GEOID03.
 QO0678
 QO0678.The dynamic height is computed by dividing the NAVD 88
 QO0678.geopotential number by the normal gravity value computed on the
 QO0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0678.degrees latitude (g = 980.6199 gals.).
 QO0678
 QO0678.The modeled gravity was interpolated from observed gravity values.
 QO0678
 QO0678;                    North         East    Units  Estimated Accuracy
 QO0678;SPC MN S     -   336,310.      863,920.      MT  (+/- 180 meters Scaled)
 QO0678
 QO0678                          SUPERSEDED SURVEY CONTROL
 QO0678
 QO0678  NGVD 29 (??/??/92)  283.035  (m)          928.59   (f) ADJ UNCH    2 0
 QO0678
 QO0678.Superseded values are not recommended for survey control.
 QO0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0678.See file dsdata.txt to determine how the superseded data were derived.
 QO0678
 QO0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK852967(NAD 83)
 QO0678_MARKER: DB = BENCH MARK DISK
 QO0678_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0678_SP_SET: BRIDGE ABUTMENT
 QO0678_STAMPING: 0280 A 1969
 QO0678_MARK LOGO: MNDT  
 QO0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0678
 QO0678  HISTORY     - Date     Condition        Report By
 QO0678  HISTORY     - 1969     MONUMENTED       MNDT
 QO0678  HISTORY     - 1972     GOOD             MNDT
 QO0678  HISTORY     - 20030710 GOOD             MNDT
 QO0678
 QO0678                          STATION DESCRIPTION
 QO0678
 QO0678'DESCRIBED BY MN DEPT OF TRANSP 1972
 QO0678'IN SHOREVIEW.
 QO0678'IN THE VILLAGE OF SHOREVIEW, AT THE ANOKA-RAMSEY COUNTY LINE, 2.1
 QO0678'MILES NORTH OF T.H. 10, IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE
 QO0678'NO. 9606, COUNTY ROAD J (NO. 32). OVER FAI 35W.  N.W. 1/4, SEC 4,
 QO0678'T30N, R23W.
 QO0678
 QO0678                          STATION RECOVERY (2003)
 QO0678
 QO0678'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0678'AT SHOREVIEW, AT ANOKA-RAMSEY COUNTY LINE, 2.1 MILES NORTH OF JUNCTION
 QO0678'TRUNK HIGHWAY 10 AND INTERSTATE HIGHWAY 35W, IN SOUTHEAST CORNER OF
 QO0678'BRIDGE 9606 (85TH AVENUE NE) OVER INTERSTATE HIGHWAY 35W, 20 FEET
 QO0678'SOUTH OF 85TH AVE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0680 ***********************************************************************
 QO0680  DESIGNATION -  0280 C
 QO0680  PID         -  QO0680
 QO0680  STATE/COUNTY-  MN/ANOKA
 QO0680  USGS QUAD   -  CIRCLE PINES (1993)
 QO0680
 QO0680                         *CURRENT SURVEY CONTROL
 QO0680  ___________________________________________________________________
 QO0680* NAD 83(1986)-  45 08 32.     (N)    093 11 07.     (W)     SCALED    
 QO0680* NAVD 88     -       284.163  (meters)     932.29   (feet)  ADJUSTED  
 QO0680  ___________________________________________________________________
 QO0680  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 QO0680  DYNAMIC HT  -         284.158 (meters)     932.27  (feet)  COMP
 QO0680  MODELED GRAV-     980,593.2   (mgal)                       NAVD 88
 QO0680
 QO0680  VERT ORDER  -  SECOND    CLASS 0
 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
 QO0680.and adjusted by the National Geodetic Survey in June 1991..
 QO0680
 QO0680.The geoid height was determined by GEOID03.
 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     -   338,350.      864,080.      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_MARKER: DD = SURVEY DISK
 QO0680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0680_SP_SET: BRIDGE
 QO0680_STAMPING: 0280-C 1969
 QO0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0680
 QO0680  HISTORY     - Date     Condition        Report By
 QO0680  HISTORY     - 1969     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0681 ***********************************************************************
 QO0681  DESIGNATION -  0280 D
 QO0681  PID         -  QO0681
 QO0681  STATE/COUNTY-  MN/ANOKA
 QO0681  USGS QUAD   -  CIRCLE PINES (1993)
 QO0681
 QO0681                         *CURRENT SURVEY CONTROL
 QO0681  ___________________________________________________________________
 QO0681* NAD 83(1986)-  45 08 55.     (N)    093 10 38.     (W)     SCALED    
 QO0681* NAVD 88     -       277.493  (meters)     910.41   (feet)  ADJUSTED  
 QO0681  ___________________________________________________________________
 QO0681  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 QO0681  DYNAMIC HT  -         277.489 (meters)     910.40  (feet)  COMP
 QO0681  MODELED GRAV-     980,593.5   (mgal)                       NAVD 88
 QO0681
 QO0681  VERT ORDER  -  SECOND    CLASS 0
 QO0681
 QO0681.The horizontal coordinates were scaled from a topographic map and have
 QO0681.an estimated accuracy of +/- 6 seconds.
 QO0681
 QO0681.The orthometric height was determined by differential leveling
 QO0681.and adjusted by the National Geodetic Survey in June 1991..
 QO0681
 QO0681.The geoid height was determined by GEOID03.
 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     -   339,070.      864,700.      MT  (+/- 180 meters Scaled)
 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: 15TVK860994(NAD 83)
 QO0681_MARKER: DD = SURVEY DISK
 QO0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0681_SP_SET: MONUMENT
 QO0681_STAMPING: 0280-D 1969
 QO0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0681
 QO0681  HISTORY     - Date     Condition        Report By
 QO0681  HISTORY     - 1969     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0683 ***********************************************************************
 QO0683  DESIGNATION -  0280 F
 QO0683  PID         -  QO0683
 QO0683  STATE/COUNTY-  MN/ANOKA
 QO0683  USGS QUAD   -  CIRCLE PINES (1993)
 QO0683
 QO0683                         *CURRENT SURVEY CONTROL
 QO0683  ___________________________________________________________________
 QO0683* NAD 83(1986)-  45 09 55.     (N)    093 09 16.     (W)     SCALED    
 QO0683* NAVD 88     -       274.981  (meters)     902.17   (feet)  ADJUSTED  
 QO0683  ___________________________________________________________________
 QO0683  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 QO0683  DYNAMIC HT  -         274.977 (meters)     902.15  (feet)  COMP
 QO0683  MODELED GRAV-     980,594.8   (mgal)                       NAVD 88
 QO0683
 QO0683  VERT ORDER  -  SECOND    CLASS 0
 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
 QO0683.and adjusted by the National Geodetic Survey in June 1991..
 QO0683
 QO0683.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO0683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0683_SP_SET: MONUMENT
 QO0683_STAMPING: 0280-F 1969
 QO0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0683
 QO0683  HISTORY     - Date     Condition        Report By
 QO0683  HISTORY     - 1969     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0684 ***********************************************************************
 QO0684  DESIGNATION -  0280 G
 QO0684  PID         -  QO0684
 QO0684  STATE/COUNTY-  MN/ANOKA
 QO0684  USGS QUAD   -  CIRCLE PINES (1993)
 QO0684
 QO0684                         *CURRENT SURVEY CONTROL
 QO0684  ___________________________________________________________________
 QO0684* NAD 83(1996)-  45 10 04.21229(N)    093 08 34.46587(W)     ADJUSTED  
 QO0684* NAVD 88     -       283.291  (meters)     929.43   (feet)  ADJUSTED  
 QO0684  ___________________________________________________________________
 QO0684  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 QO0684  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 QO0684  DYNAMIC HT  -         283.288 (meters)     929.42  (feet)  COMP
 QO0684  MODELED GRAV-     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
 QO0684.and adjusted by the National Geodetic Survey in June 1991..
 QO0684
 QO0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0684
 QO0684.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO0684;SPC MN S     -   341,231.811   867,379.541   MT  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  =   0.99956144
 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: 15TVL8877001605(NAD 83)
 QO0684_MARKER: DD = SURVEY DISK
 QO0684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 QO0685 ***********************************************************************
 QO0685  DESIGNATION -  0280 H
 QO0685  PID         -  QO0685
 QO0685  STATE/COUNTY-  MN/ANOKA
 QO0685  USGS QUAD   -  CENTERVILLE (1993)
 QO0685
 QO0685                         *CURRENT SURVEY CONTROL
 QO0685  ___________________________________________________________________
 QO0685* NAD 83(1986)-  45 10 20.     (N)    093 07 29.     (W)     SCALED    
 QO0685* NAVD 88     -       275.978  (meters)     905.44   (feet)  ADJUSTED  
 QO0685  ___________________________________________________________________
 QO0685  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 QO0685  DYNAMIC HT  -         275.974 (meters)     905.42  (feet)  COMP
 QO0685  MODELED GRAV-     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
 QO0685.and adjusted by the National Geodetic Survey in June 1991..
 QO0685
 QO0685.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO0686 ***********************************************************************
 QO0686  DESIGNATION -  0280 J
 QO0686  PID         -  QO0686
 QO0686  STATE/COUNTY-  MN/ANOKA
 QO0686  USGS QUAD   -  CENTERVILLE (1993)
 QO0686
 QO0686                         *CURRENT SURVEY CONTROL
 QO0686  ___________________________________________________________________
 QO0686* NAD 83(1986)-  45 10 47.     (N)    093 06 46.     (W)     SCALED    
 QO0686* NAVD 88     -       280.101  (meters)     918.96   (feet)  ADJUSTED  
 QO0686  ___________________________________________________________________
 QO0686  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 QO0686  DYNAMIC HT  -         280.098 (meters)     918.95  (feet)  COMP
 QO0686  MODELED GRAV-     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
 QO0686.and adjusted by the National Geodetic Survey in June 1991..
 QO0686
 QO0686.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO0687 ***********************************************************************
 QO0687  DESIGNATION -  0280 K
 QO0687  PID         -  QO0687
 QO0687  STATE/COUNTY-  MN/ANOKA
 QO0687  USGS QUAD   -  CENTERVILLE (1993)
 QO0687
 QO0687                         *CURRENT SURVEY CONTROL
 QO0687  ___________________________________________________________________
 QO0687* NAD 83(1986)-  45 11 02.     (N)    093 06 07.     (W)     SCALED    
 QO0687* NAVD 88     -       272.667  (meters)     894.58   (feet)  ADJUSTED  
 QO0687  ___________________________________________________________________
 QO0687  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 QO0687  DYNAMIC HT  -         272.664 (meters)     894.57  (feet)  COMP
 QO0687  MODELED GRAV-     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
 QO0687.and adjusted by the National Geodetic Survey in June 1991..
 QO0687
 QO0687.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO0688 ***********************************************************************
 QO0688  DESIGNATION -  0280 L
 QO0688  PID         -  QO0688
 QO0688  STATE/COUNTY-  MN/ANOKA
 QO0688  USGS QUAD   -  CENTERVILLE (1993)
 QO0688
 QO0688                         *CURRENT SURVEY CONTROL
 QO0688  ___________________________________________________________________
 QO0688* NAD 83(1986)-  45 11 21.     (N)    093 05 02.     (W)     SCALED    
 QO0688* NAVD 88     -       271.979  (meters)     892.32   (feet)  ADJUSTED  
 QO0688  ___________________________________________________________________
 QO0688  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 QO0688  DYNAMIC HT  -         271.977 (meters)     892.31  (feet)  COMP
 QO0688  MODELED GRAV-     980,600.5   (mgal)                       NAVD 88
 QO0688
 QO0688  VERT ORDER  -  SECOND    CLASS 0
 QO0688
 QO0688.The horizontal coordinates were scaled from a topographic map and have
 QO0688.an estimated accuracy of +/- 6 seconds.
 QO0688
 QO0688.The orthometric height was determined by differential leveling
 QO0688.and adjusted by the National Geodetic Survey in June 1991..
 QO0688
 QO0688.The geoid height was determined by GEOID03.
 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     -   343,650.      871,990.      MT  (+/- 180 meters Scaled)
 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: 15TVL934039(NAD 83)
 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 = OCTOBER  6, 2006
 QO0689 ***********************************************************************
 QO0689  DESIGNATION -  0280 M
 QO0689  PID         -  QO0689
 QO0689  STATE/COUNTY-  MN/ANOKA
 QO0689  USGS QUAD   -  CENTERVILLE (1993)
 QO0689
 QO0689                         *CURRENT SURVEY CONTROL
 QO0689  ___________________________________________________________________
 QO0689* NAD 83(1986)-  45 11 32.     (N)    093 04 20.     (W)     SCALED    
 QO0689* NAVD 88     -       278.459  (meters)     913.58   (feet)  ADJUSTED  
 QO0689  ___________________________________________________________________
 QO0689  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 QO0689  DYNAMIC HT  -         278.457 (meters)     913.57  (feet)  COMP
 QO0689  MODELED GRAV-     980,600.8   (mgal)                       NAVD 88
 QO0689
 QO0689  VERT ORDER  -  SECOND    CLASS 0
 QO0689
 QO0689.The horizontal coordinates were scaled from a topographic map and have
 QO0689.an estimated accuracy of +/- 6 seconds.
 QO0689
 QO0689.The orthometric height was determined by differential leveling
 QO0689.and adjusted by the National Geodetic Survey in June 1991..
 QO0689
 QO0689.The geoid height was determined by GEOID03.
 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     -   344,000.      872,910.      MT  (+/- 180 meters Scaled)
 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: 15TVL943043(NAD 83)
 QO0689_MARKER: DD = SURVEY DISK
 QO0689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 QO0690 ***********************************************************************
 QO0690  DESIGNATION -  0280 N
 QO0690  PID         -  QO0690
 QO0690  STATE/COUNTY-  MN/ANOKA
 QO0690  USGS QUAD   -  CENTERVILLE (1993)
 QO0690
 QO0690                         *CURRENT SURVEY CONTROL
 QO0690  ___________________________________________________________________
 QO0690* NAD 83(1986)-  45 11 41.     (N)    093 03 55.     (W)     SCALED    
 QO0690* NAVD 88     -       271.277  (meters)     890.01   (feet)  ADJUSTED  
 QO0690  ___________________________________________________________________
 QO0690  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 QO0690  DYNAMIC HT  -         271.275 (meters)     890.01  (feet)  COMP
 QO0690  MODELED GRAV-     980,600.9   (mgal)                       NAVD 88
 QO0690
 QO0690  VERT ORDER  -  SECOND    CLASS 0
 QO0690
 QO0690.The horizontal coordinates were scaled from a topographic map and have
 QO0690.an estimated accuracy of +/- 6 seconds.
 QO0690
 QO0690.The orthometric height was determined by differential leveling
 QO0690.and adjusted by the National Geodetic Survey in June 1991..
 QO0690
 QO0690.The geoid height was determined by GEOID03.
 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     -   344,290.      873,450.      MT  (+/- 180 meters Scaled)
 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: 15TVL948045(NAD 83)
 QO0690_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 QO0691 ***********************************************************************
 QO0691  DESIGNATION -  0280 P
 QO0691  PID         -  QO0691
 QO0691  STATE/COUNTY-  MN/ANOKA
 QO0691  USGS QUAD   -  CENTERVILLE (1993)
 QO0691
 QO0691                         *CURRENT SURVEY CONTROL
 QO0691  ___________________________________________________________________
 QO0691* NAD 83(1986)-  45 11 58.     (N)    093 03 09.     (W)     SCALED    
 QO0691* NAVD 88     -       272.654  (meters)     894.53   (feet)  ADJUSTED  
 QO0691  ___________________________________________________________________
 QO0691  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 QO0691  DYNAMIC HT  -         272.652 (meters)     894.53  (feet)  COMP
 QO0691  MODELED GRAV-     980,601.2   (mgal)                       NAVD 88
 QO0691
 QO0691  VERT ORDER  -  SECOND    CLASS 0
 QO0691
 QO0691.The horizontal coordinates were scaled from a topographic map and have
 QO0691.an estimated accuracy of +/- 6 seconds.
 QO0691
 QO0691.The orthometric height was determined by differential leveling
 QO0691.and adjusted by the National Geodetic Survey in June 1991..
 QO0691
 QO0691.The geoid height was determined by GEOID03.
 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     -   344,820.      874,450.      MT  (+/- 180 meters Scaled)
 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: 15TVL958051(NAD 83)
 QO0691_MARKER: DD = SURVEY DISK
 QO0691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0691_SP_SET: MONUMENT
 QO0691_STAMPING: 0280-P 1969
 QO0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0691
 QO0691  HISTORY     - Date     Condition        Report By
 QO0691  HISTORY     - 1969     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0692 ***********************************************************************
 QO0692  DESIGNATION -  0280 Q
 QO0692  PID         -  QO0692
 QO0692  STATE/COUNTY-  MN/ANOKA
 QO0692  USGS QUAD   -  CENTERVILLE (1993)
 QO0692
 QO0692                         *CURRENT SURVEY CONTROL
 QO0692  ___________________________________________________________________
 QO0692* NAD 83(1986)-  45 12 10.     (N)    093 02 54.     (W)     SCALED    
 QO0692* NAVD 88     -       270.699  (meters)     888.12   (feet)  ADJUSTED  
 QO0692  ___________________________________________________________________
 QO0692  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 QO0692  DYNAMIC HT  -         270.697 (meters)     888.11  (feet)  COMP
 QO0692  MODELED GRAV-     980,601.3   (mgal)                       NAVD 88
 QO0692
 QO0692  VERT ORDER  -  SECOND    CLASS 0
 QO0692
 QO0692.The horizontal coordinates were scaled from a topographic map and have
 QO0692.an estimated accuracy of +/- 6 seconds.
 QO0692
 QO0692.The orthometric height was determined by differential leveling
 QO0692.and adjusted by the National Geodetic Survey in June 1991..
 QO0692
 QO0692.The geoid height was determined by GEOID03.
 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     -   345,200.      874,770.      MT  (+/- 180 meters Scaled)
 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: 15TVL962054(NAD 83)
 QO0692_MARKER: DD = SURVEY DISK
 QO0692_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0692_SP_SET: CULVERT
 QO0692_STAMPING: 0280-Q 1969
 QO0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0692
 QO0692  HISTORY     - Date     Condition        Report By
 QO0692  HISTORY     - 1969     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0693 ***********************************************************************
 QO0693  DESIGNATION -  0280 R
 QO0693  PID         -  QO0693
 QO0693  STATE/COUNTY-  MN/ANOKA
 QO0693  USGS QUAD   -  CENTERVILLE (1993)
 QO0693
 QO0693                         *CURRENT SURVEY CONTROL
 QO0693  ___________________________________________________________________
 QO0693* NAD 83(1986)-  45 12 30.     (N)    093 02 30.     (W)     SCALED    
 QO0693* NAVD 88     -       272.881  (meters)     895.28   (feet)  ADJUSTED  
 QO0693  ___________________________________________________________________
 QO0693  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 QO0693  DYNAMIC HT  -         272.879 (meters)     895.27  (feet)  COMP
 QO0693  MODELED GRAV-     980,601.4   (mgal)                       NAVD 88
 QO0693
 QO0693  VERT ORDER  -  SECOND    CLASS 0
 QO0693
 QO0693.The horizontal coordinates were scaled from a topographic map and have
 QO0693.an estimated accuracy of +/- 6 seconds.
 QO0693
 QO0693.The orthometric height was determined by differential leveling
 QO0693.and adjusted by the National Geodetic Survey in June 1991..
 QO0693
 QO0693.The geoid height was determined by GEOID03.
 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     -   345,820.      875,290.      MT  (+/- 180 meters Scaled)
 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: 15TVL967060(NAD 83)
 QO0693_MARKER: DD = SURVEY DISK
 QO0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0693_SP_SET: MONUMENT
 QO0693_STAMPING: 0280-R 1969
 QO0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0693
 QO0693  HISTORY     - Date     Condition        Report By
 QO0693  HISTORY     - 1969     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0768 ***********************************************************************
 QO0768  DESIGNATION -  0280 S
 QO0768  PID         -  QO0768
 QO0768  STATE/COUNTY-  MN/ANOKA
 QO0768  USGS QUAD   -  CENTERVILLE (1993)
 QO0768
 QO0768                         *CURRENT SURVEY CONTROL
 QO0768  ___________________________________________________________________
 QO0768* NAD 83(1996)-  45 12 52.00725(N)    093 02 03.22392(W)     ADJUSTED  
 QO0768* NAVD 88     -       278.794  (meters)     914.68   (feet)  ADJUSTED  
 QO0768  ___________________________________________________________________
 QO0768  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 QO0768  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 QO0768  DYNAMIC HT  -         278.793 (meters)     914.67  (feet)  COMP
 QO0768  MODELED GRAV-     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
 QO0768.and adjusted by the National Geodetic Survey in June 1991..
 QO0768
 QO0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0768
 QO0768.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO0768;SPC MN S     -   346,506.677   875,861.610   MT  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     -   0.99996059  x   0.99999952  =   0.99996011
 QO0768!UTM  15      -   0.99996059  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: 15TVL9731206774(NAD 83)
 QO0768_MARKER: DD = SURVEY DISK
 QO0768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0768_SP_SET: BRIDGE
 QO0768_STAMPING: 0280-S 1969
 QO0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0767 ***********************************************************************
 QO0767  DESIGNATION -  0280 T
 QO0767  PID         -  QO0767
 QO0767  STATE/COUNTY-  MN/ANOKA
 QO0767  USGS QUAD   -  CENTERVILLE (1993)
 QO0767
 QO0767                         *CURRENT SURVEY CONTROL
 QO0767  ___________________________________________________________________
 QO0767* NAD 83(1986)-  45 13 05.     (N)    093 01 45.     (W)     SCALED    
 QO0767* NAVD 88     -       280.263  (meters)     919.50   (feet)  ADJUSTED  
 QO0767  ___________________________________________________________________
 QO0767  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 QO0767  DYNAMIC HT  -         280.261 (meters)     919.49  (feet)  COMP
 QO0767  MODELED GRAV-     980,601.5   (mgal)                       NAVD 88
 QO0767
 QO0767  VERT ORDER  -  SECOND    CLASS 0
 QO0767
 QO0767.The horizontal coordinates were scaled from a topographic map and have
 QO0767.an estimated accuracy of +/- 6 seconds.
 QO0767
 QO0767.The orthometric height was determined by differential leveling
 QO0767.and adjusted by the National Geodetic Survey in June 1991..
 QO0767
 QO0767.The geoid height was determined by GEOID03.
 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     -   346,910.      876,250.      MT  (+/- 180 meters Scaled)
 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: 15TVL977071(NAD 83)
 QO0767_MARKER: DD = SURVEY DISK
 QO0767_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0767_SP_SET: BRIDGE
 QO0767_STAMPING: 0280-T 1969
 QO0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0762 ***********************************************************************
 QO0762  DESIGNATION -  0282 B
 QO0762  PID         -  QO0762
 QO0762  STATE/COUNTY-  MN/ANOKA
 QO0762  USGS QUAD   -  CENTERVILLE (1993)
 QO0762
 QO0762                         *CURRENT SURVEY CONTROL
 QO0762  ___________________________________________________________________
 QO0762* NAD 83(1986)-  45 08 19.     (N)    093 02 19.     (W)     SCALED    
 QO0762* NAVD 88     -       283.615  (meters)     930.49   (feet)  ADJUSTED  
 QO0762  ___________________________________________________________________
 QO0762  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 QO0762  DYNAMIC HT  -         283.612 (meters)     930.48  (feet)  COMP
 QO0762  MODELED GRAV-     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
 QO0762.and adjusted by the National Geodetic Survey in June 1991..
 QO0762
 QO0762.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO0763 ***********************************************************************
 QO0763  DESIGNATION -  0282 C
 QO0763  PID         -  QO0763
 QO0763  STATE/COUNTY-  MN/ANOKA
 QO0763  USGS QUAD   -  CENTERVILLE (1993)
 QO0763
 QO0763                         *CURRENT SURVEY CONTROL
 QO0763  ___________________________________________________________________
 QO0763* NAD 83(1986)-  45 08 33.     (N)    093 02 07.     (W)     SCALED    
 QO0763* NAVD 88     -       279.968  (meters)     918.53   (feet)  ADJUSTED  
 QO0763  ___________________________________________________________________
 QO0763  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 QO0763  DYNAMIC HT  -         279.965 (meters)     918.52  (feet)  COMP
 QO0763  MODELED GRAV-     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
 QO0763.and adjusted by the National Geodetic Survey in June 1991..
 QO0763
 QO0763.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO0763_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 QO0764 ***********************************************************************
 QO0764  DESIGNATION -  0282 D
 QO0764  PID         -  QO0764
 QO0764  STATE/COUNTY-  MN/ANOKA
 QO0764  USGS QUAD   -  CENTERVILLE (1993)
 QO0764
 QO0764                         *CURRENT SURVEY CONTROL
 QO0764  ___________________________________________________________________
 QO0764* NAD 83(1996)-  45 09 50.04843(N)    093 01 51.13283(W)     ADJUSTED  
 QO0764* NAVD 88     -       284.092  (meters)     932.06   (feet)  ADJUSTED  
 QO0764  ___________________________________________________________________
 QO0764  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 QO0764  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 QO0764  DYNAMIC HT  -         284.090 (meters)     932.05  (feet)  COMP
 QO0764  MODELED GRAV-     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
 QO0764.and adjusted by the National Geodetic Survey in June 1991..
 QO0764
 QO0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0764
 QO0764.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO0764;SPC MN S     -   340,892.983   876,192.015   MT  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     -   0.99995975  x   0.99998890  =   0.99994865
 QO0764!UTM  15      -   0.99995975  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: 15TVL9757401159(NAD 83)
 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 = OCTOBER  6, 2006
 DH3106 ***********************************************************************
 DH3106  DESIGNATION -  0282 D 1
 DH3106  PID         -  DH3106
 DH3106  STATE/COUNTY-  MN/WASHINGTON
 DH3106  USGS QUAD   -  CENTERVILLE (1993)
 DH3106
 DH3106                         *CURRENT SURVEY CONTROL
 DH3106  ___________________________________________________________________
 DH3106* NAD 83(1986)-  45 09 49.     (N)    093 01 10.     (W)     SCALED    
 DH3106* NAVD 88     -       279.980  (meters)     918.57   (feet)  ADJUSTED  
 DH3106  ___________________________________________________________________
 DH3106  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DH3106  DYNAMIC HT  -         279.978 (meters)     918.56  (feet)  COMP
 DH3106  MODELED GRAV-     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
 DH3106.and adjusted by the National Geodetic Survey in March 2006..
 DH3106.No vertical observational check was made to the station.
 DH3106
 DH3106.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DH3107 ***********************************************************************
 DH3107  DESIGNATION -  0282 D 2
 DH3107  PID         -  DH3107
 DH3107  STATE/COUNTY-  MN/WASHINGTON
 DH3107  USGS QUAD   -  HUGO (1993)
 DH3107
 DH3107                         *CURRENT SURVEY CONTROL
 DH3107  ___________________________________________________________________
 DH3107* NAD 83(1986)-  45 09 35.     (N)    092 59 35.     (W)     SCALED    
 DH3107* NAVD 88     -       285.353  (meters)     936.20   (feet)  ADJUSTED  
 DH3107  ___________________________________________________________________
 DH3107  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DH3107  DYNAMIC HT  -         285.351 (meters)     936.19  (feet)  COMP
 DH3107  MODELED GRAV-     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
 DH3107.and adjusted by the National Geodetic Survey in March 2006..
 DH3107.No vertical observational check was made to the station.
 DH3107
 DH3107.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 DH3107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH3107_SP_SET: FOOTING
 DH3107_STAMPING: 0282 D 2 2002
 DH3107_MARK LOGO: NGS   
 DH3107_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3107_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH3107+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DH3107
 DH3107  HISTORY     - Date     Condition        Report By
 DH3107  HISTORY     - 2002     MONUMENTED       NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0765 ***********************************************************************
 QO0765  DESIGNATION -  0282 E
 QO0765  PID         -  QO0765
 QO0765  STATE/COUNTY-  MN/ANOKA
 QO0765  USGS QUAD   -  CENTERVILLE (1993)
 QO0765
 QO0765                         *CURRENT SURVEY CONTROL
 QO0765  ___________________________________________________________________
 QO0765* NAD 83(1986)-  45 10 55.     (N)    093 01 44.     (W)     SCALED    
 QO0765* NAVD 88     -       278.080  (meters)     912.33   (feet)  ADJUSTED  
 QO0765  ___________________________________________________________________
 QO0765  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 QO0765  DYNAMIC HT  -         278.078 (meters)     912.33  (feet)  COMP
 QO0765  MODELED GRAV-     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
 QO0765.and adjusted by the National Geodetic Survey in June 1991..
 QO0765
 QO0765.The geoid height was determined by GEOID03.
 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     -   342,900.      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: 15TVL977031(NAD 83)
 QO0765_MARKER: DD = SURVEY DISK
 QO0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0765_SP_SET: MONUMENT
 QO0765_STAMPING: 0282-E 1969
 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, 2005
 QO0765
 QO0765  HISTORY     - Date     Condition        Report By
 QO0765  HISTORY     - 1969     MONUMENTED       MNDT
 QO0765  HISTORY     - 20051012 GOOD             USPSQD
 QO0765
 QO0765                          STATION DESCRIPTION
 QO0765
 QO0765'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0766 ***********************************************************************
 QO0766  DESIGNATION -  0282 F
 QO0766  PID         -  QO0766
 QO0766  STATE/COUNTY-  MN/ANOKA
 QO0766  USGS QUAD   -  CENTERVILLE (1993)
 QO0766
 QO0766                         *CURRENT SURVEY CONTROL
 QO0766  ___________________________________________________________________
 QO0766* NAD 83(1996)-  45 11 47.06515(N)    093 01 45.86190(W)     ADJUSTED  
 QO0766* NAVD 88     -       280.252  (meters)     919.46   (feet)  ADJUSTED  
 QO0766  ___________________________________________________________________
 QO0766  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 QO0766  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 QO0766  DYNAMIC HT  -         280.250 (meters)     919.45  (feet)  COMP
 QO0766  MODELED GRAV-     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
 QO0766.and adjusted by the National Geodetic Survey in June 1991..
 QO0766
 QO0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0766
 QO0766.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO0766;SPC MN S     -   344,506.479   876,264.228   MT  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  =   0.99956044
 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: 15TVL9769004770(NAD 83)
 QO0766_MARKER: DB = BENCH MARK DISK
 QO0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0766_SP_SET: BRIDGE
 QO0766_STAMPING: 0282 F 1969
 QO0766_MARK LOGO: MNDT  
 QO0766_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0766+STABILITY: SURFACE MOTION
 QO0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0766+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 QO0766
 QO0766  HISTORY     - Date     Condition        Report By
 QO0766  HISTORY     - 1969     MONUMENTED       MNDT
 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
 QO0766                          STATION DESCRIPTION
 QO0766
 QO0766'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0770 ***********************************************************************
 QO0770  DESIGNATION -  0283 A
 QO0770  PID         -  QO0770
 QO0770  STATE/COUNTY-  MN/ANOKA
 QO0770  USGS QUAD   -  LINWOOD (1993)
 QO0770
 QO0770                         *CURRENT SURVEY CONTROL
 QO0770  ___________________________________________________________________
 QO0770* NAD 83(1986)-  45 15 01.     (N)    093 01 27.     (W)     SCALED    
 QO0770* NAVD 88     -       279.923  (meters)     918.38   (feet)  ADJUSTED  
 QO0770  ___________________________________________________________________
 QO0770  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 QO0770  DYNAMIC HT  -         279.920 (meters)     918.37  (feet)  COMP
 QO0770  MODELED GRAV-     980,599.3   (mgal)                       NAVD 88
 QO0770
 QO0770  VERT ORDER  -  SECOND    CLASS 0
 QO0770
 QO0770.The horizontal coordinates were scaled from a topographic map and have
 QO0770.an estimated accuracy of +/- 6 seconds.
 QO0770
 QO0770.The orthometric height was determined by differential leveling
 QO0770.and adjusted by the National Geodetic Survey in June 1991..
 QO0770
 QO0770.The geoid height was determined by GEOID03.
 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     -   350,500.      876,600.      MT  (+/- 180 meters Scaled)
 QO0770
 QO0770                          SUPERSEDED SURVEY CONTROL
 QO0770
 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: 15TVL981107(NAD 83)
 QO0770_MARKER: DD = SURVEY DISK
 QO0770_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0770_SP_SET: BRIDGE
 QO0770_STAMPING: 0283-A 1970
 QO0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0770+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 QO0770
 QO0770  HISTORY     - Date     Condition        Report By
 QO0770  HISTORY     - 1970     MONUMENTED       MNDT
 QO0770  HISTORY     - 1987     GOOD             USPSQD
 QO0770  HISTORY     - 20051012 GOOD             USPSQD
 QO0770
 QO0770                          STATION DESCRIPTION
 QO0770
 QO0770'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0706 ***********************************************************************
 QO0706  DESIGNATION -  0285 A
 QO0706  PID         -  QO0706
 QO0706  STATE/COUNTY-  MN/ANOKA
 QO0706  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0706
 QO0706                         *CURRENT SURVEY CONTROL
 QO0706  ___________________________________________________________________
 QO0706* NAD 83(1986)-  45 03 58.     (N)    093 14 12.     (W)     SCALED    
 QO0706* NAVD 88     -       307.684  (meters)    1009.46   (feet)  ADJUSTED  
 QO0706  ___________________________________________________________________
 QO0706  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 QO0706  DYNAMIC HT  -         307.679 (meters)    1009.44  (feet)  COMP
 QO0706  MODELED GRAV-     980,589.4   (mgal)                       NAVD 88
 QO0706
 QO0706  VERT ORDER  -  SECOND    CLASS 0
 QO0706
 QO0706.The horizontal coordinates were scaled from a topographic map and have
 QO0706.an estimated accuracy of +/- 6 seconds.
 QO0706
 QO0706.The orthometric height was determined by differential leveling
 QO0706.and adjusted by the National Geodetic Survey in June 1991..
 QO0706
 QO0706.The geoid height was determined by GEOID03.
 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     -   329,850.      860,120.      MT  (+/- 180 meters Scaled)
 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: 15TVK813903(NAD 83)
 QO0706_MARKER: DD = SURVEY DISK
 QO0706_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0706_SP_SET: BRIDGE
 QO0706_STAMPING: 0285-A 1966
 QO0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0706
 QO0706  HISTORY     - Date     Condition        Report By
 QO0706  HISTORY     - 1966     MONUMENTED       MNDT
 QO0706  HISTORY     - 1989     GOOD             USPSQD
 QO0706
 QO0706                          STATION DESCRIPTION
 QO0706
 QO0706'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0699 ***********************************************************************
 QO0699  DESIGNATION -  0285 G
 QO0699  PID         -  QO0699
 QO0699  STATE/COUNTY-  MN/ANOKA
 QO0699  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0699
 QO0699                         *CURRENT SURVEY CONTROL
 QO0699  ___________________________________________________________________
 QO0699* NAD 83(1986)-  45 04 06.     (N)    093 16 04.     (W)     SCALED    
 QO0699* NAVD 88     -       262.792  (meters)     862.18   (feet)  ADJUSTED  
 QO0699  ___________________________________________________________________
 QO0699  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 QO0699  DYNAMIC HT  -         262.789 (meters)     862.17  (feet)  COMP
 QO0699  MODELED GRAV-     980,595.9   (mgal)                       NAVD 88
 QO0699
 QO0699  VERT ORDER  -  SECOND    CLASS 0
 QO0699
 QO0699.The horizontal coordinates were scaled from a topographic map and have
 QO0699.an estimated accuracy of +/- 6 seconds.
 QO0699
 QO0699.The orthometric height was determined by differential leveling
 QO0699.and adjusted by the National Geodetic Survey in June 1991..
 QO0699
 QO0699.The geoid height was determined by GEOID03.
 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     -   330,080.      857,660.      MT  (+/- 180 meters Scaled)
 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: 15TVK789905(NAD 83)
 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 = OCTOBER  6, 2006
 DG7105 ***********************************************************************
 DG7105  DESIGNATION -  0301 B
 DG7105  PID         -  DG7105
 DG7105  STATE/COUNTY-  MN/BECKER
 DG7105  USGS QUAD   -  DALE (1966)
 DG7105
 DG7105                         *CURRENT SURVEY CONTROL
 DG7105  ___________________________________________________________________
 DG7105* NAD 83(1986)-  46 52 36.     (N)    096 07 57.     (W)     SCALED    
 DG7105* NAVD 88     -       403.937  (meters)    1325.25   (feet)  ADJUSTED  
 DG7105  ___________________________________________________________________
 DG7105  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DG7105  DYNAMIC HT  -         403.960 (meters)    1325.33  (feet)  COMP
 DG7105  MODELED GRAV-     980,660.5   (mgal)                       NAVD 88
 DG7105
 DG7105  VERT ORDER  -  SECOND    CLASS I
 DG7105
 DG7105.The horizontal coordinates were scaled from a topographic map and have
 DG7105.an estimated accuracy of +/- 6 seconds.
 DG7105
 DG7105.The orthometric height was determined by differential leveling
 DG7105.and adjusted by the National Geodetic Survey in December 2004..
 DG7105
 DG7105.The geoid height was determined by GEOID03.
 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     -   310,300.      656,510.      MT  (+/- 180 meters Scaled)
 DG7105
 DG7105                          SUPERSEDED SURVEY CONTROL
 DG7105
 DG7105.No superseded survey control is available for this station.
 DG7105
 DG7105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS184954(NAD 83)
 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 = OCTOBER  6, 2006
 DG7102 ***********************************************************************
 DG7102  DESIGNATION -  0301 DD
 DG7102  PID         -  DG7102
 DG7102  STATE/COUNTY-  MN/BECKER
 DG7102  USGS QUAD   -  LAKE PARK (1966)
 DG7102
 DG7102                         *CURRENT SURVEY CONTROL
 DG7102  ___________________________________________________________________
 DG7102* NAD 83(1986)-  46 52 38.     (N)    096 03 14.     (W)     SCALED    
 DG7102* NAVD 88     -       404.310  (meters)    1326.47   (feet)  ADJUSTED  
 DG7102  ___________________________________________________________________
 DG7102  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DG7102  DYNAMIC HT  -         404.338 (meters)    1326.57  (feet)  COMP
 DG7102  MODELED GRAV-     980,669.6   (mgal)                       NAVD 88
 DG7102
 DG7102  VERT ORDER  -  SECOND    CLASS I
 DG7102
 DG7102.The horizontal coordinates were scaled from a topographic map and have
 DG7102.an estimated accuracy of +/- 6 seconds.
 DG7102
 DG7102.The orthometric height was determined by differential leveling
 DG7102.and adjusted by the National Geodetic Survey in December 2004..
 DG7102
 DG7102.The geoid height was determined by GEOID03.
 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     -   310,220.      662,510.      MT  (+/- 180 meters Scaled)
 DG7102
 DG7102                          SUPERSEDED SURVEY CONTROL
 DG7102
 DG7102.No superseded survey control is available for this station.
 DG7102
 DG7102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS244957(NAD 83)
 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 = OCTOBER  6, 2006
 DG7094 ***********************************************************************
 DG7094  DESIGNATION -  0301 G
 DG7094  PID         -  DG7094
 DG7094  STATE/COUNTY-  MN/BECKER
 DG7094  USGS QUAD   -  DETROIT LAKES (1982)
 DG7094
 DG7094                         *CURRENT SURVEY CONTROL
 DG7094  ___________________________________________________________________
 DG7094* NAD 83(1986)-  46 49 18.     (N)    095 51 13.     (W)     SCALED    
 DG7094* NAVD 88     -       423.594  (meters)    1389.74   (feet)  ADJUSTED  
 DG7094  ___________________________________________________________________
 DG7094  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG7094  DYNAMIC HT  -         423.623 (meters)    1389.84  (feet)  COMP
 DG7094  MODELED GRAV-     980,669.5   (mgal)                       NAVD 88
 DG7094
 DG7094  VERT ORDER  -  SECOND    CLASS I
 DG7094
 DG7094.The horizontal coordinates were scaled from a topographic map and have
 DG7094.an estimated accuracy of +/- 6 seconds.
 DG7094
 DG7094.The orthometric height was determined by differential leveling
 DG7094.and adjusted by the National Geodetic Survey in December 2004..
 DG7094.No vertical observational check was made to the station.
 DG7094
 DG7094.The geoid height was determined by GEOID03.
 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     -   303,710.      677,640.      MT  (+/- 180 meters Scaled)
 DG7094
 DG7094                          SUPERSEDED SURVEY CONTROL
 DG7094
 DG7094.No superseded survey control is available for this station.
 DG7094
 DG7094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM823893(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 DG7094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7094+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DG7094
 DG7094  HISTORY     - Date     Condition        Report By
 DG7094  HISTORY     - 1964     MONUMENTED       MNDT
 DG7094  HISTORY     - 20001220 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7096 ***********************************************************************
 DG7096  DESIGNATION -  0301 H
 DG7096  PID         -  DG7096
 DG7096  STATE/COUNTY-  MN/BECKER
 DG7096  USGS QUAD   -  DETROIT LAKES (1982)
 DG7096
 DG7096                         *CURRENT SURVEY CONTROL
 DG7096  ___________________________________________________________________
 DG7096* NAD 83(1986)-  46 49 39.     (N)    095 52 09.     (W)     SCALED    
 DG7096* NAVD 88     -       414.363  (meters)    1359.46   (feet)  ADJUSTED  
 DG7096  ___________________________________________________________________
 DG7096  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG7096  DYNAMIC HT  -         414.391 (meters)    1359.55  (feet)  COMP
 DG7096  MODELED GRAV-     980,669.0   (mgal)                       NAVD 88
 DG7096
 DG7096  VERT ORDER  -  SECOND    CLASS I
 DG7096
 DG7096.The horizontal coordinates were scaled from a topographic map and have
 DG7096.an estimated accuracy of +/- 6 seconds.
 DG7096
 DG7096.The orthometric height was determined by differential leveling
 DG7096.and adjusted by the National Geodetic Survey in December 2004..
 DG7096
 DG7096.The geoid height was determined by GEOID03.
 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     -   304,390.      676,470.      MT  (+/- 180 meters Scaled)
 DG7096
 DG7096                          SUPERSEDED SURVEY CONTROL
 DG7096
 DG7096.No superseded survey control is available for this station.
 DG7096
 DG7096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM811899(NAD 83)
 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 = OCTOBER  6, 2006
 DG7097 ***********************************************************************
 DG7097  DESIGNATION -  0301 J
 DG7097  PID         -  DG7097
 DG7097  STATE/COUNTY-  MN/BECKER
 DG7097  USGS QUAD   -  AUDUBON (1982)
 DG7097
 DG7097                         *CURRENT SURVEY CONTROL
 DG7097  ___________________________________________________________________
 DG7097* NAD 83(1986)-  46 50 02.     (N)    095 54 26.     (W)     SCALED    
 DG7097* NAVD 88     -       416.360  (meters)    1366.01   (feet)  ADJUSTED  
 DG7097  ___________________________________________________________________
 DG7097  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DG7097  DYNAMIC HT  -         416.390 (meters)    1366.11  (feet)  COMP
 DG7097  MODELED GRAV-     980,671.3   (mgal)                       NAVD 88
 DG7097
 DG7097  VERT ORDER  -  SECOND    CLASS I
 DG7097
 DG7097.The horizontal coordinates were scaled from a topographic map and have
 DG7097.an estimated accuracy of +/- 6 seconds.
 DG7097
 DG7097.The orthometric height was determined by differential leveling
 DG7097.and adjusted by the National Geodetic Survey in December 2004..
 DG7097
 DG7097.The geoid height was determined by GEOID03.
 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     -   305,160.      673,580.      MT  (+/- 180 meters Scaled)
 DG7097
 DG7097                          SUPERSEDED SURVEY CONTROL
 DG7097
 DG7097.No superseded survey control is available for this station.
 DG7097
 DG7097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM782908(NAD 83)
 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 = OCTOBER  6, 2006
 DG7098 ***********************************************************************
 DG7098  DESIGNATION -  0301 K
 DG7098  PID         -  DG7098
 DG7098  STATE/COUNTY-  MN/BECKER
 DG7098  USGS QUAD   -  AUDUBON (1982)
 DG7098
 DG7098                         *CURRENT SURVEY CONTROL
 DG7098  ___________________________________________________________________
 DG7098* NAD 83(1986)-  46 51 15.     (N)    095 57 37.     (W)     SCALED    
 DG7098* NAVD 88     -       401.375  (meters)    1316.84   (feet)  ADJUSTED  
 DG7098  ___________________________________________________________________
 DG7098  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DG7098  DYNAMIC HT  -         401.409 (meters)    1316.96  (feet)  COMP
 DG7098  MODELED GRAV-     980,685.0   (mgal)                       NAVD 88
 DG7098
 DG7098  VERT ORDER  -  SECOND    CLASS I
 DG7098
 DG7098.The horizontal coordinates were scaled from a topographic map and have
 DG7098.an estimated accuracy of +/- 6 seconds.
 DG7098
 DG7098.The orthometric height was determined by differential leveling
 DG7098.and adjusted by the National Geodetic Survey in December 2004..
 DG7098
 DG7098.The geoid height was determined by GEOID03.
 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     -   307,500.      669,590.      MT  (+/- 180 meters Scaled)
 DG7098
 DG7098                          SUPERSEDED SURVEY CONTROL
 DG7098
 DG7098.No superseded survey control is available for this station.
 DG7098
 DG7098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM743932(NAD 83)
 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 = OCTOBER  6, 2006
 DG7099 ***********************************************************************
 DG7099  DESIGNATION -  0301 L
 DG7099  PID         -  DG7099
 DG7099  STATE/COUNTY-  MN/BECKER
 DG7099  USGS QUAD   -  AUDUBON (1982)
 DG7099
 DG7099                         *CURRENT SURVEY CONTROL
 DG7099  ___________________________________________________________________
 DG7099* NAD 83(1986)-  46 51 28.     (N)    095 58 39.     (W)     SCALED    
 DG7099* NAVD 88     -       398.528  (meters)    1307.50   (feet)  ADJUSTED  
 DG7099  ___________________________________________________________________
 DG7099  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DG7099  DYNAMIC HT  -         398.561 (meters)    1307.61  (feet)  COMP
 DG7099  MODELED GRAV-     980,684.1   (mgal)                       NAVD 88
 DG7099
 DG7099  VERT ORDER  -  SECOND    CLASS I
 DG7099
 DG7099.The horizontal coordinates were scaled from a topographic map and have
 DG7099.an estimated accuracy of +/- 6 seconds.
 DG7099
 DG7099.The orthometric height was determined by differential leveling
 DG7099.and adjusted by the National Geodetic Survey in December 2004..
 DG7099
 DG7099.The geoid height was determined by GEOID03.
 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.      668,280.      MT  (+/- 180 meters Scaled)
 DG7099
 DG7099                          SUPERSEDED SURVEY CONTROL
 DG7099
 DG7099.No superseded survey control is available for this station.
 DG7099
 DG7099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM730936(NAD 83)
 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 = OCTOBER  6, 2006
 DG7100 ***********************************************************************
 DG7100  DESIGNATION -  0301 M
 DG7100  PID         -  DG7100
 DG7100  STATE/COUNTY-  MN/BECKER
 DG7100  USGS QUAD   -  AUDUBON (1982)
 DG7100
 DG7100                         *CURRENT SURVEY CONTROL
 DG7100  ___________________________________________________________________
 DG7100* NAD 83(1986)-  46 51 51.     (N)    095 59 53.     (W)     SCALED    
 DG7100* NAVD 88     -       394.299  (meters)    1293.63   (feet)  ADJUSTED  
 DG7100  ___________________________________________________________________
 DG7100  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG7100  DYNAMIC HT  -         394.329 (meters)    1293.73  (feet)  COMP
 DG7100  MODELED GRAV-     980,679.7   (mgal)                       NAVD 88
 DG7100
 DG7100  VERT ORDER  -  SECOND    CLASS I
 DG7100
 DG7100.The horizontal coordinates were scaled from a topographic map and have
 DG7100.an estimated accuracy of +/- 6 seconds.
 DG7100
 DG7100.The orthometric height was determined by differential leveling
 DG7100.and adjusted by the National Geodetic Survey in December 2004..
 DG7100
 DG7100.The geoid height was determined by GEOID03.
 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     -   308,670.      666,730.      MT  (+/- 180 meters Scaled)
 DG7100
 DG7100                          SUPERSEDED SURVEY CONTROL
 DG7100
 DG7100.No superseded survey control is available for this station.
 DG7100
 DG7100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM715944(NAD 83)
 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 = OCTOBER  6, 2006
 DG7101 ***********************************************************************
 DG7101  DESIGNATION -  0301 N
 DG7101  PID         -  DG7101
 DG7101  STATE/COUNTY-  MN/BECKER
 DG7101  USGS QUAD   -  BIG CORMORANT LAKE (1966)
 DG7101
 DG7101                         *CURRENT SURVEY CONTROL
 DG7101  ___________________________________________________________________
 DG7101* NAD 83(1986)-  46 52 29.     (N)    096 02 08.     (W)     SCALED    
 DG7101* NAVD 88     -       406.307  (meters)    1333.03   (feet)  ADJUSTED  
 DG7101  ___________________________________________________________________
 DG7101  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DG7101  DYNAMIC HT  -         406.336 (meters)    1333.12  (feet)  COMP
 DG7101  MODELED GRAV-     980,673.0   (mgal)                       NAVD 88
 DG7101
 DG7101  VERT ORDER  -  SECOND    CLASS I
 DG7101
 DG7101.The horizontal coordinates were scaled from a topographic map and have
 DG7101.an estimated accuracy of +/- 6 seconds.
 DG7101
 DG7101.The orthometric height was determined by differential leveling
 DG7101.and adjusted by the National Geodetic Survey in December 2004..
 DG7101
 DG7101.The geoid height was determined by GEOID03.
 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     -   309,910.      663,900.      MT  (+/- 180 meters Scaled)
 DG7101
 DG7101                          SUPERSEDED SURVEY CONTROL
 DG7101
 DG7101.No superseded survey control is available for this station.
 DG7101
 DG7101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS258955(NAD 83)
 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 = OCTOBER  6, 2006
 DG7103 ***********************************************************************
 DG7103  DESIGNATION -  0301 P
 DG7103  PID         -  DG7103
 DG7103  STATE/COUNTY-  MN/BECKER
 DG7103  USGS QUAD   -  LAKE PARK (1966)
 DG7103
 DG7103                         *CURRENT SURVEY CONTROL
 DG7103  ___________________________________________________________________
 DG7103* NAD 83(1986)-  46 52 38.     (N)    096 05 42.     (W)     SCALED    
 DG7103* NAVD 88     -       408.748  (meters)    1341.03   (feet)  ADJUSTED  
 DG7103  ___________________________________________________________________
 DG7103  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DG7103  DYNAMIC HT  -         408.773 (meters)    1341.12  (feet)  COMP
 DG7103  MODELED GRAV-     980,661.9   (mgal)                       NAVD 88
 DG7103
 DG7103  VERT ORDER  -  SECOND    CLASS I
 DG7103
 DG7103.The horizontal coordinates were scaled from a topographic map and have
 DG7103.an estimated accuracy of +/- 6 seconds.
 DG7103
 DG7103.The orthometric height was determined by differential leveling
 DG7103.and adjusted by the National Geodetic Survey in December 2004..
 DG7103
 DG7103.The geoid height was determined by GEOID03.
 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.      659,370.      MT  (+/- 180 meters Scaled)
 DG7103
 DG7103                          SUPERSEDED SURVEY CONTROL
 DG7103
 DG7103.No superseded survey control is available for this station.
 DG7103
 DG7103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS213956(NAD 83)
 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 = OCTOBER  6, 2006
 DG7104 ***********************************************************************
 DG7104  DESIGNATION -  0301 Q
 DG7104  PID         -  DG7104
 DG7104  STATE/COUNTY-  MN/BECKER
 DG7104  USGS QUAD   -  LAKE PARK (1966)
 DG7104
 DG7104                         *CURRENT SURVEY CONTROL
 DG7104  ___________________________________________________________________
 DG7104* NAD 83(1986)-  46 52 37.     (N)    096 06 41.     (W)     SCALED    
 DG7104* NAVD 88     -       401.370  (meters)    1316.83   (feet)  ADJUSTED  
 DG7104  ___________________________________________________________________
 DG7104  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DG7104  DYNAMIC HT  -         401.394 (meters)    1316.91  (feet)  COMP
 DG7104  MODELED GRAV-     980,661.5   (mgal)                       NAVD 88
 DG7104
 DG7104  VERT ORDER  -  SECOND    CLASS I
 DG7104
 DG7104.The horizontal coordinates were scaled from a topographic map and have
 DG7104.an estimated accuracy of +/- 6 seconds.
 DG7104
 DG7104.The orthometric height was determined by differential leveling
 DG7104.and adjusted by the National Geodetic Survey in December 2004..
 DG7104
 DG7104.The geoid height was determined by GEOID03.
 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     -   310,290.      658,120.      MT  (+/- 180 meters Scaled)
 DG7104
 DG7104                          SUPERSEDED SURVEY CONTROL
 DG7104
 DG7104.No superseded survey control is available for this station.
 DG7104
 DG7104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS201955(NAD 83)
 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 = OCTOBER  6, 2006
 DG7106 ***********************************************************************
 DG7106  DESIGNATION -  0301 R
 DG7106  PID         -  DG7106
 DG7106  STATE/COUNTY-  MN/BECKER
 DG7106  USGS QUAD   -  DALE (1966)
 DG7106
 DG7106                         *CURRENT SURVEY CONTROL
 DG7106  ___________________________________________________________________
 DG7106* NAD 83(1986)-  46 52 40.     (N)    096 09 16.     (W)     SCALED    
 DG7106* NAVD 88     -       404.243  (meters)    1326.25   (feet)  ADJUSTED  
 DG7106  ___________________________________________________________________
 DG7106  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DG7106  DYNAMIC HT  -         404.267 (meters)    1326.33  (feet)  COMP
 DG7106  MODELED GRAV-     980,659.4   (mgal)                       NAVD 88
 DG7106
 DG7106  VERT ORDER  -  SECOND    CLASS I
 DG7106
 DG7106.The horizontal coordinates were scaled from a topographic map and have
 DG7106.an estimated accuracy of +/- 6 seconds.
 DG7106
 DG7106.The orthometric height was determined by differential leveling
 DG7106.and adjusted by the National Geodetic Survey in December 2004..
 DG7106
 DG7106.The geoid height was determined by GEOID03.
 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     -   310,460.      654,840.      MT  (+/- 180 meters Scaled)
 DG7106
 DG7106                          SUPERSEDED SURVEY CONTROL
 DG7106
 DG7106.No superseded survey control is available for this station.
 DG7106
 DG7106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS168955(NAD 83)
 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 = OCTOBER  6, 2006
 DG7093 ***********************************************************************
 DG7093  DESIGNATION -  0301 S
 DG7093  PID         -  DG7093
 DG7093  STATE/COUNTY-  MN/BECKER
 DG7093  USGS QUAD   -  DETROIT LAKES (1982)
 DG7093
 DG7093                         *CURRENT SURVEY CONTROL
 DG7093  ___________________________________________________________________
 DG7093* NAD 83(1986)-  46 49 18.     (N)    095 51 13.     (W)     SCALED    
 DG7093* NAVD 88     -       424.561  (meters)    1392.91   (feet)  ADJUSTED  
 DG7093  ___________________________________________________________________
 DG7093  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG7093  DYNAMIC HT  -         424.590 (meters)    1393.01  (feet)  COMP
 DG7093  MODELED GRAV-     980,669.5   (mgal)                       NAVD 88
 DG7093
 DG7093  VERT ORDER  -  SECOND    CLASS I
 DG7093
 DG7093.The horizontal coordinates were scaled from a topographic map and have
 DG7093.an estimated accuracy of +/- 6 seconds.
 DG7093
 DG7093.The orthometric height was determined by differential leveling
 DG7093.and adjusted by the National Geodetic Survey in December 2004..
 DG7093.No vertical observational check was made to the station.
 DG7093
 DG7093.The geoid height was determined by GEOID03.
 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     -   303,710.      677,640.      MT  (+/- 180 meters Scaled)
 DG7093
 DG7093                          SUPERSEDED SURVEY CONTROL
 DG7093
 DG7093.No superseded survey control is available for this station.
 DG7093
 DG7093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM823893(NAD 83)
 DG7093_MARKER: DD = SURVEY DISK
 DG7093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG7093_SP_SET: BRIDGE RAIL
 DG7093_STAMPING: 0301 S 2000
 DG7093_MARK LOGO: MNDT  
 DG7093_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7093+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DG7093
 DG7093  HISTORY     - Date     Condition        Report By
 DG7093  HISTORY     - 1992     MONUMENTED       MNDT
 DG7093  HISTORY     - 20001220 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4017 ***********************************************************************
 DH4017  DESIGNATION -  0302 F
 DH4017  PID         -  DH4017
 DH4017  STATE/COUNTY-  MN/BECKER
 DH4017  USGS QUAD   -  DETROIT LAKES (1982)
 DH4017
 DH4017                         *CURRENT SURVEY CONTROL
 DH4017  ___________________________________________________________________
 DH4017* NAD 83(1996)-  46 45 07.89223(N)    095 45 49.96307(W)     ADJUSTED  
 DH4017* NAVD 88     -       428.57   (meters)    1406.1    (feet)  LEVELING  
 DH4017  ___________________________________________________________________
 DH4017  X           -    -439,685.497 (meters)                     COMP
 DH4017  Y           -  -4,355,935.533 (meters)                     COMP
 DH4017  Z           -   4,623,226.156 (meters)                     COMP
 DH4017  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 DH4017  ELLIP HEIGHT-         402.03  (meters)          (05/31/05) GPS OBS
 DH4017  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DH4017
 DH4017  HORZ ORDER  -  FIRST
 DH4017  VERT ORDER  -  THIRD ?
 DH4017  ELLP ORDER  -  THIRD     CLASS I
 DH4017
 DH4017.The horizontal coordinates were established by GPS observations
 DH4017.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4017
 DH4017.The orthometric height was determined by differential leveling.
 DH4017.The vertical network tie was performed by a horz. field party for horz.
 DH4017.obs reductions. Reset procedures were used to establish the elevation.
 DH4017
 DH4017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4017
 DH4017.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4017
 DH4017.The ellipsoidal height was determined by GPS observations
 DH4017.and is referenced to NAD 83.
 DH4017
 DH4017.The geoid height was determined by GEOID03.
 DH4017
 DH4017;                    North         East     Units Scale Factor Converg.
 DH4017;SPC MN C     -   295,858.105   684,342.178   MT  0.99994852   -1 05 42.4
 DH4017;UTM  15      - 5,181,336.674   288,909.902   MT  1.00014772   -2 00 50.2
 DH4017
 DH4017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4017!SPC MN C     -   0.99993698  x   0.99994852  =   0.99988551
 DH4017!UTM  15      -   0.99993698  x   1.00014772  =   1.00008469
 DH4017
 DH4017                          SUPERSEDED SURVEY CONTROL
 DH4017
 DH4017.No superseded survey control is available for this station.
 DH4017
 DH4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8891081337(NAD 83)
 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 - 1970
 DH4017
 DH4017  HISTORY     - Date     Condition        Report By
 DH4017  HISTORY     - 1970     MONUMENTED       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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4018 ***********************************************************************
 DH4018  DESIGNATION -  0302 G
 DH4018  PID         -  DH4018
 DH4018  STATE/COUNTY-  MN/BECKER
 DH4018  USGS QUAD   -  FRAZEE (1973)
 DH4018
 DH4018                         *CURRENT SURVEY CONTROL
 DH4018  ___________________________________________________________________
 DH4018* NAD 83(1996)-  46 44 15.76548(N)    095 44 49.82890(W)     ADJUSTED  
 DH4018* NAVD 88     -       426.37   (meters)    1398.8    (feet)  LEVELING  
 DH4018  ___________________________________________________________________
 DH4018  X           -    -438,532.806 (meters)                     COMP
 DH4018  Y           -  -4,357,228.528 (meters)                     COMP
 DH4018  Z           -   4,622,121.474 (meters)                     COMP
 DH4018  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 DH4018  ELLIP HEIGHT-         399.82  (meters)          (05/31/05) GPS OBS
 DH4018  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DH4018
 DH4018  HORZ ORDER  -  FIRST
 DH4018  VERT ORDER  -  THIRD ?
 DH4018  ELLP ORDER  -  THIRD     CLASS I
 DH4018
 DH4018.The horizontal coordinates were established by GPS observations
 DH4018.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4018
 DH4018.The orthometric height was determined by differential leveling.
 DH4018.The vertical network tie was performed by a horz. field party for horz.
 DH4018.obs reductions. Reset procedures were used to establish the elevation.
 DH4018
 DH4018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4018
 DH4018.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4018
 DH4018.The ellipsoidal height was determined by GPS observations
 DH4018.and is referenced to NAD 83.
 DH4018
 DH4018.The geoid height was determined by GEOID03.
 DH4018
 DH4018;                    North         East     Units Scale Factor Converg.
 DH4018;SPC MN C     -   294,224.577   685,587.755   MT  0.99994671   -1 04 58.9
 DH4018;UTM  15      - 5,179,683.063   290,129.373   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  =   0.99988404
 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.No superseded survey control is available for this station.
 DH4018
 DH4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9012979683(NAD 83)
 DH4018_MARKER: DB = BENCH MARK DISK
 DH4018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4018_STAMPING: 0302 G 1970
 DH4018_MARK LOGO: MNDT  
 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 - 1970
 DH4018
 DH4018  HISTORY     - Date     Condition        Report By
 DH4018  HISTORY     - 1970     MONUMENTED       MNDT
 DH4018
 DH4018                          STATION DESCRIPTION
 DH4018
 DH4018'DESCRIBED BY MN DEPT OF TRANSP 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4019 ***********************************************************************
 DH4019  DESIGNATION -  0302 H
 DH4019  PID         -  DH4019
 DH4019  STATE/COUNTY-  MN/BECKER
 DH4019  USGS QUAD   -  FRAZEE (1973)
 DH4019
 DH4019                         *CURRENT SURVEY CONTROL
 DH4019  ___________________________________________________________________
 DH4019* NAD 83(1996)-  46 43 50.33874(N)    095 44 00.40178(W)     ADJUSTED  
 DH4019* NAVD 88     -       424.45   (meters)    1392.5    (feet)  LEVELING  
 DH4019  ___________________________________________________________________
 DH4019  X           -    -437,545.662 (meters)                     COMP
 DH4019  Y           -  -4,357,901.094 (meters)                     COMP
 DH4019  Z           -   4,621,581.905 (meters)                     COMP
 DH4019  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 DH4019  ELLIP HEIGHT-         397.90  (meters)          (05/31/05) GPS OBS
 DH4019  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DH4019
 DH4019  HORZ ORDER  -  FIRST
 DH4019  VERT ORDER  -  THIRD ?
 DH4019  ELLP ORDER  -  THIRD     CLASS I
 DH4019
 DH4019.The horizontal coordinates were established by GPS observations
 DH4019.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4019
 DH4019.The orthometric height was determined by differential leveling.
 DH4019.The vertical network tie was performed by a horz. field party for horz.
 DH4019.obs reductions. Reset procedures were used to establish the elevation.
 DH4019
 DH4019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4019
 DH4019.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4019
 DH4019.The ellipsoidal height was determined by GPS observations
 DH4019.and is referenced to NAD 83.
 DH4019
 DH4019.The geoid height was determined by GEOID03.
 DH4019
 DH4019;                    North         East     Units Scale Factor Converg.
 DH4019;SPC MN C     -   293,419.853   686,622.139   MT  0.99994586   -1 04 23.2
 DH4019;UTM  15      - 5,178,861.711   291,150.926   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  =   0.99988349
 DH4019!UTM  15      -   0.99993763  x   1.00013615  =   1.00007377
 DH4019
 DH4019:                Primary Azimuth Mark                     Grid Az
 DH4019:SPC MN C     -  0302 J                                   135 47 57.7
 DH4019:UTM  15      -  0302 J                                   136 43 02.3
 DH4019
 DH4019|---------------------------------------------------------------------|
 DH4019| PID    Reference Object                     Distance      Geod. Az  |
 DH4019|                                                           dddmmss.s |
 DH4019| DH4020 0302 J                              APPROX. 1.2 KM 1344334.5 |
 DH4019|---------------------------------------------------------------------|
 DH4019
 DH4019                          SUPERSEDED SURVEY CONTROL
 DH4019
 DH4019.No superseded survey control is available for this station.
 DH4019
 DH4019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9115178862(NAD 83)
 DH4019_MARKER: DB = BENCH MARK DISK
 DH4019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4019_STAMPING: 0302 H 1970
 DH4019_MARK LOGO: MNDT  
 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 - 1970
 DH4019
 DH4019  HISTORY     - Date     Condition        Report By
 DH4019  HISTORY     - 1970     MONUMENTED       MNDT
 DH4019
 DH4019                          STATION DESCRIPTION
 DH4019
 DH4019'DESCRIBED BY MN DEPT OF TRANSP 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4020 ***********************************************************************
 DH4020  DESIGNATION -  0302 J
 DH4020  PID         -  DH4020
 DH4020  STATE/COUNTY-  MN/BECKER
 DH4020  USGS QUAD   -  FRAZEE (1973)
 DH4020
 DH4020                         *CURRENT SURVEY CONTROL
 DH4020  ___________________________________________________________________
 DH4020* NAD 83(1996)-  46 43 22.14003(N)    095 43 19.00670(W)     ADJUSTED  
 DH4020* NAVD 88     -       421.01   (meters)    1381.3    (feet)  LEVELING  
 DH4020  ___________________________________________________________________
 DH4020  X           -    -436,734.049 (meters)                     COMP
 DH4020  Y           -  -4,358,617.343 (meters)                     COMP
 DH4020  Z           -   4,620,982.478 (meters)                     COMP
 DH4020  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 DH4020  ELLIP HEIGHT-         394.46  (meters)          (05/31/05) GPS OBS
 DH4020  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DH4020
 DH4020  HORZ ORDER  -  FIRST
 DH4020  VERT ORDER  -  THIRD ?
 DH4020  ELLP ORDER  -  THIRD     CLASS I
 DH4020
 DH4020.The horizontal coordinates were established by GPS observations
 DH4020.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4020
 DH4020.The orthometric height was determined by differential leveling.
 DH4020.The vertical network tie was performed by a horz. field party for horz.
 DH4020.obs reductions. Reset procedures were used to establish the elevation.
 DH4020
 DH4020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4020
 DH4020.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4020
 DH4020.The ellipsoidal height was determined by GPS observations
 DH4020.and is referenced to NAD 83.
 DH4020
 DH4020.The geoid height was determined by GEOID03.
 DH4020
 DH4020;                    North         East     Units Scale Factor Converg.
 DH4020;SPC MN C     -   292,532.899   687,484.683   MT  0.99994492   -1 03 53.2
 DH4020;UTM  15      - 5,177,960.884   291,999.313   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  =   0.99988309
 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.No superseded survey control is available for this station.
 DH4020
 DH4020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9199977961(NAD 83)
 DH4020_MARKER: DB = BENCH MARK DISK
 DH4020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4020_STAMPING: 0302 J 1970
 DH4020_MARK LOGO: MNDT  
 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 - 1970
 DH4020
 DH4020  HISTORY     - Date     Condition        Report By
 DH4020  HISTORY     - 1970     MONUMENTED       MNDT
 DH4020
 DH4020                          STATION DESCRIPTION
 DH4020
 DH4020'DESCRIBED BY MN DEPT OF TRANSP 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7114 ***********************************************************************
 DG7114  DESIGNATION -  0303 A
 DG7114  PID         -  DG7114
 DG7114  STATE/COUNTY-  MN/BECKER
 DG7114  USGS QUAD   -  DETROIT LAKES (1982)
 DG7114
 DG7114                         *CURRENT SURVEY CONTROL
 DG7114  ___________________________________________________________________
 DG7114* NAD 83(1986)-  46 49 31.     (N)    095 49 27.     (W)     SCALED    
 DG7114* NAVD 88     -       412.556  (meters)    1353.53   (feet)  ADJUSTED  
 DG7114  ___________________________________________________________________
 DG7114  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG7114  DYNAMIC HT  -         412.585 (meters)    1353.62  (feet)  COMP
 DG7114  MODELED GRAV-     980,671.9   (mgal)                       NAVD 88
 DG7114
 DG7114  VERT ORDER  -  SECOND    CLASS I
 DG7114
 DG7114.The horizontal coordinates were scaled from a topographic map and have
 DG7114.an estimated accuracy of +/- 6 seconds.
 DG7114
 DG7114.The orthometric height was determined by differential leveling
 DG7114.and adjusted by the National Geodetic Survey in December 2004..
 DG7114
 DG7114.The geoid height was determined by GEOID03.
 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     -   304,070.      679,900.      MT  (+/- 180 meters Scaled)
 DG7114
 DG7114                          SUPERSEDED SURVEY CONTROL
 DG7114
 DG7114.No superseded survey control is available for this station.
 DG7114
 DG7114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM845896(NAD 83)
 DG7114_MARKER: DB = BENCH MARK DISK
 DG7114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 DG7119 ***********************************************************************
 DG7119  DESIGNATION -  0303 C
 DG7119  PID         -  DG7119
 DG7119  STATE/COUNTY-  MN/BECKER
 DG7119  USGS QUAD   -  ROCHERT (1982)
 DG7119
 DG7119                         *CURRENT SURVEY CONTROL
 DG7119  ___________________________________________________________________
 DG7119* NAD 83(1986)-  46 49 57.     (N)    095 42 06.     (W)     SCALED    
 DG7119* NAVD 88     -       432.920  (meters)    1420.34   (feet)  ADJUSTED  
 DG7119  ___________________________________________________________________
 DG7119  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DG7119  DYNAMIC HT  -         432.950 (meters)    1420.44  (feet)  COMP
 DG7119  MODELED GRAV-     980,669.3   (mgal)                       NAVD 88
 DG7119
 DG7119  VERT ORDER  -  SECOND    CLASS I
 DG7119
 DG7119.The horizontal coordinates were scaled from a topographic map and have
 DG7119.an estimated accuracy of +/- 6 seconds.
 DG7119
 DG7119.The orthometric height was determined by differential leveling
 DG7119.and adjusted by the National Geodetic Survey in December 2004..
 DG7119
 DG7119.The geoid height was determined by GEOID03.
 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     -   304,700.      689,260.      MT  (+/- 180 meters Scaled)
 DG7119
 DG7119                          SUPERSEDED SURVEY CONTROL
 DG7119
 DG7119.No superseded survey control is available for this station.
 DG7119
 DG7119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM939900(NAD 83)
 DG7119_MARKER: DB = BENCH MARK DISK
 DG7119_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 DG7120 ***********************************************************************
 DG7120  DESIGNATION -  0303 D
 DG7120  PID         -  DG7120
 DG7120  STATE/COUNTY-  MN/BECKER
 DG7120  USGS QUAD   -  ROCHERT (1982)
 DG7120
 DG7120                         *CURRENT SURVEY CONTROL
 DG7120  ___________________________________________________________________
 DG7120* NAD 83(1986)-  46 50 01.     (N)    095 41 23.     (W)     SCALED    
 DG7120* NAVD 88     -       456.153  (meters)    1496.56   (feet)  ADJUSTED  
 DG7120  ___________________________________________________________________
 DG7120  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DG7120  DYNAMIC HT  -         456.183 (meters)    1496.66  (feet)  COMP
 DG7120  MODELED GRAV-     980,665.8   (mgal)                       NAVD 88
 DG7120
 DG7120  VERT ORDER  -  SECOND    CLASS I
 DG7120
 DG7120.The horizontal coordinates were scaled from a topographic map and have
 DG7120.an estimated accuracy of +/- 6 seconds.
 DG7120
 DG7120.The orthometric height was determined by differential leveling
 DG7120.and adjusted by the National Geodetic Survey in December 2004..
 DG7120
 DG7120.The geoid height was determined by GEOID03.
 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     -   304,800.      690,170.      MT  (+/- 180 meters Scaled)
 DG7120
 DG7120                          SUPERSEDED SURVEY CONTROL
 DG7120
 DG7120.No superseded survey control is available for this station.
 DG7120
 DG7120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM948901(NAD 83)
 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 = OCTOBER  6, 2006
 DG7115 ***********************************************************************
 DG7115  DESIGNATION -  0303 E
 DG7115  PID         -  DG7115
 DG7115  STATE/COUNTY-  MN/BECKER
 DG7115  USGS QUAD   -  DETROIT LAKES (1982)
 DG7115
 DG7115                         *CURRENT SURVEY CONTROL
 DG7115  ___________________________________________________________________
 DG7115* NAD 83(1986)-  46 49 38.     (N)    095 48 12.     (W)     SCALED    
 DG7115* NAVD 88     -       420.768  (meters)    1380.47   (feet)  ADJUSTED  
 DG7115  ___________________________________________________________________
 DG7115  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DG7115  DYNAMIC HT  -         420.798 (meters)    1380.57  (feet)  COMP
 DG7115  MODELED GRAV-     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
 DG7115.and adjusted by the National Geodetic Survey in December 2004..
 DG7115
 DG7115.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG7117 ***********************************************************************
 DG7117  DESIGNATION -  0303 F
 DG7117  PID         -  DG7117
 DG7117  STATE/COUNTY-  MN/BECKER
 DG7117  USGS QUAD   -  DETROIT LAKES (1982)
 DG7117
 DG7117                         *CURRENT SURVEY CONTROL
 DG7117  ___________________________________________________________________
 DG7117* NAD 83(1986)-  46 49 51.     (N)    095 45 46.     (W)     SCALED    
 DG7117* NAVD 88     -       457.132  (meters)    1499.77   (feet)  ADJUSTED  
 DG7117  ___________________________________________________________________
 DG7117  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DG7117  DYNAMIC HT  -         457.165 (meters)    1499.88  (feet)  COMP
 DG7117  MODELED GRAV-     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
 DG7117.and adjusted by the National Geodetic Survey in December 2004..
 DG7117
 DG7117.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG7118 ***********************************************************************
 DG7118  DESIGNATION -  0303 G
 DG7118  PID         -  DG7118
 DG7118  STATE/COUNTY-  MN/BECKER
 DG7118  USGS QUAD   -  ROCHERT (1982)
 DG7118
 DG7118                         *CURRENT SURVEY CONTROL
 DG7118  ___________________________________________________________________
 DG7118* NAD 83(1986)-  46 49 54.     (N)    095 43 22.     (W)     SCALED    
 DG7118* NAVD 88     -       451.809  (meters)    1482.31   (feet)  ADJUSTED  
 DG7118  ___________________________________________________________________
 DG7118  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG7118  DYNAMIC HT  -         451.842 (meters)    1482.42  (feet)  COMP
 DG7118  MODELED GRAV-     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
 DG7118.and adjusted by the National Geodetic Survey in December 2004..
 DG7118
 DG7118.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG7121 ***********************************************************************
 DG7121  DESIGNATION -  0303 H
 DG7121  PID         -  DG7121
 DG7121  STATE/COUNTY-  MN/BECKER
 DG7121  USGS QUAD   -  ROCHERT (1982)
 DG7121
 DG7121                         *CURRENT SURVEY CONTROL
 DG7121  ___________________________________________________________________
 DG7121* NAD 83(1986)-  46 50 08.     (N)    095 40 25.     (W)     SCALED    
 DG7121* NAVD 88     -       473.145  (meters)    1552.31   (feet)  ADJUSTED  
 DG7121  ___________________________________________________________________
 DG7121  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DG7121  DYNAMIC HT  -         473.175 (meters)    1552.41  (feet)  COMP
 DG7121  MODELED GRAV-     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
 DG7121.and adjusted by the National Geodetic Survey in December 2004..
 DG7121
 DG7121.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG7122 ***********************************************************************
 DG7122  DESIGNATION -  0303 J
 DG7122  PID         -  DG7122
 DG7122  STATE/COUNTY-  MN/BECKER
 DG7122  USGS QUAD   -  ROCHERT (1982)
 DG7122
 DG7122                         *CURRENT SURVEY CONTROL
 DG7122  ___________________________________________________________________
 DG7122* NAD 83(1986)-  46 50 31.     (N)    095 38 05.     (W)     SCALED    
 DG7122* NAVD 88     -       476.582  (meters)    1563.59   (feet)  ADJUSTED  
 DG7122  ___________________________________________________________________
 DG7122  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DG7122  DYNAMIC HT  -         476.610 (meters)    1563.68  (feet)  COMP
 DG7122  MODELED GRAV-     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
 DG7122.and adjusted by the National Geodetic Survey in December 2004..
 DG7122
 DG7122.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG7123 ***********************************************************************
 DG7123  DESIGNATION -  0303 K
 DG7123  PID         -  DG7123
 DG7123  STATE/COUNTY-  MN/BECKER
 DG7123  USGS QUAD   -  TOAD MOUNTAIN (1982)
 DG7123
 DG7123                         *CURRENT SURVEY CONTROL
 DG7123  ___________________________________________________________________
 DG7123* NAD 83(1986)-  46 52 12.     (N)    095 34 56.     (W)     SCALED    
 DG7123* NAVD 88     -       445.339  (meters)    1461.08   (feet)  ADJUSTED  
 DG7123  ___________________________________________________________________
 DG7123  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DG7123  DYNAMIC HT  -         445.368 (meters)    1461.18  (feet)  COMP
 DG7123  MODELED GRAV-     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
 DG7123.and adjusted by the National Geodetic Survey in December 2004..
 DG7123
 DG7123.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG7124 ***********************************************************************
 DG7124  DESIGNATION -  0303 L
 DG7124  PID         -  DG7124
 DG7124  STATE/COUNTY-  MN/BECKER
 DG7124  USGS QUAD   -  HEIGHT OF LAND LAKE (1959)
 DG7124
 DG7124                         *CURRENT SURVEY CONTROL
 DG7124  ___________________________________________________________________
 DG7124* NAD 83(1986)-  46 52 52.     (N)    095 32 32.     (W)     SCALED    
 DG7124* NAVD 88     -       459.535  (meters)    1507.66   (feet)  ADJUSTED  
 DG7124  ___________________________________________________________________
 DG7124  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DG7124  DYNAMIC HT  -         459.563 (meters)    1507.75  (feet)  COMP
 DG7124  MODELED GRAV-     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
 DG7124.and adjusted by the National Geodetic Survey in December 2004..
 DG7124
 DG7124.The geoid height was determined by GEOID03.
 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_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 - 2000
 DG7124_ROD/PIPE-DEPTH: 10.7 meters
 DG7124
 DG7124  HISTORY     - Date     Condition        Report By
 DG7124  HISTORY     - 2000     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7125 ***********************************************************************
 DG7125  DESIGNATION -  0303 M
 DG7125  PID         -  DG7125
 DG7125  STATE/COUNTY-  MN/BECKER
 DG7125  USGS QUAD   -  HEIGHT OF LAND LAKE (1959)
 DG7125
 DG7125                         *CURRENT SURVEY CONTROL
 DG7125  ___________________________________________________________________
 DG7125* NAD 83(1986)-  46 52 59.     (N)    095 31 48.     (W)     SCALED    
 DG7125* NAVD 88     -       464.039  (meters)    1522.43   (feet)  ADJUSTED  
 DG7125  ___________________________________________________________________
 DG7125  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DG7125  DYNAMIC HT  -         464.069 (meters)    1522.53  (feet)  COMP
 DG7125  MODELED GRAV-     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
 DG7125.and adjusted by the National Geodetic Survey in December 2004..
 DG7125
 DG7125.The geoid height was determined by GEOID03.
 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_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 - 2000
 DG7125_ROD/PIPE-DEPTH:  7.6 meters
 DG7125
 DG7125  HISTORY     - Date     Condition        Report By
 DG7125  HISTORY     - 2000     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7126 ***********************************************************************
 DG7126  DESIGNATION -  0303 N
 DG7126  PID         -  DG7126
 DG7126  STATE/COUNTY-  MN/BECKER
 DG7126  USGS QUAD   -  HEIGHT OF LAND LAKE (1959)
 DG7126
 DG7126                         *CURRENT SURVEY CONTROL
 DG7126  ___________________________________________________________________
 DG7126* NAD 83(1986)-  46 53 02.     (N)    095 31 01.     (W)     SCALED    
 DG7126* NAVD 88     -       468.817  (meters)    1538.11   (feet)  ADJUSTED  
 DG7126  ___________________________________________________________________
 DG7126  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DG7126  DYNAMIC HT  -         468.848 (meters)    1538.21  (feet)  COMP
 DG7126  MODELED GRAV-     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
 DG7126.and adjusted by the National Geodetic Survey in December 2004..
 DG7126
 DG7126.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG7128 ***********************************************************************
 DG7128  DESIGNATION -  0303 P
 DG7128  PID         -  DG7128
 DG7128  STATE/COUNTY-  MN/BECKER
 DG7128  USGS QUAD   -  PONSFORD (1980)
 DG7128
 DG7128                         *CURRENT SURVEY CONTROL
 DG7128  ___________________________________________________________________
 DG7128* NAD 83(1986)-  46 53 20.     (N)    095 25 31.     (W)     SCALED    
 DG7128* NAVD 88     -       494.396  (meters)    1622.03   (feet)  ADJUSTED  
 DG7128  ___________________________________________________________________
 DG7128  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DG7128  DYNAMIC HT  -         494.439 (meters)    1622.17  (feet)  COMP
 DG7128  MODELED GRAV-     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
 DG7128.and adjusted by the National Geodetic Survey in December 2004..
 DG7128
 DG7128.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG7130 ***********************************************************************
 DG7130  DESIGNATION -  0303 Q
 DG7130  PID         -  DG7130
 DG7130  STATE/COUNTY-  MN/BECKER
 DG7130  USGS QUAD   -  PONSFORD (1980)
 DG7130
 DG7130                         *CURRENT SURVEY CONTROL
 DG7130  ___________________________________________________________________
 DG7130* NAD 83(1986)-  46 53 29.     (N)    095 23 57.     (W)     SCALED    
 DG7130* NAVD 88     -       499.573  (meters)    1639.02   (feet)  ADJUSTED  
 DG7130  ___________________________________________________________________
 DG7130  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DG7130  DYNAMIC HT  -         499.615 (meters)    1639.15  (feet)  COMP
 DG7130  MODELED GRAV-     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
 DG7130.and adjusted by the National Geodetic Survey in December 2004..
 DG7130
 DG7130.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG7131 ***********************************************************************
 DG7131  DESIGNATION -  0303 R
 DG7131  PID         -  DG7131
 DG7131  STATE/COUNTY-  MN/BECKER
 DG7131  USGS QUAD   -  OSAGE (1980)
 DG7131
 DG7131                         *CURRENT SURVEY CONTROL
 DG7131  ___________________________________________________________________
 DG7131* NAD 83(1986)-  46 54 25.     (N)    095 20 58.     (W)     SCALED    
 DG7131* NAVD 88     -       489.983  (meters)    1607.55   (feet)  ADJUSTED  
 DG7131  ___________________________________________________________________
 DG7131  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DG7131  DYNAMIC HT  -         490.018 (meters)    1607.67  (feet)  COMP
 DG7131  MODELED GRAV-     980,669.3   (mgal)                       NAVD 88
 DG7131
 DG7131  VERT ORDER  -  SECOND    CLASS I
 DG7131
 DG7131.The horizontal coordinates were scaled from a topographic map and have
 DG7131.an estimated accuracy of +/- 6 seconds.
 DG7131
 DG7131.The orthometric height was determined by differential leveling
 DG7131.and adjusted by the National Geodetic Survey in December 2004..
 DG7131
 DG7131.The geoid height was determined by GEOID03.
 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     -   312,540.      716,240.      MT  (+/- 180 meters Scaled)
 DG7131
 DG7131                          SUPERSEDED SURVEY CONTROL
 DG7131
 DG7131.No superseded survey control is available for this station.
 DG7131
 DG7131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM210975(NAD 83)
 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 = OCTOBER  6, 2006
 DG7132 ***********************************************************************
 DG7132  DESIGNATION -  0303 S
 DG7132  PID         -  DG7132
 DG7132  STATE/COUNTY-  MN/BECKER
 DG7132  USGS QUAD   -  OSAGE (1980)
 DG7132
 DG7132                         *CURRENT SURVEY CONTROL
 DG7132  ___________________________________________________________________
 DG7132* NAD 83(1986)-  46 54 40.     (N)    095 19 53.     (W)     SCALED    
 DG7132* NAVD 88     -       473.107  (meters)    1552.19   (feet)  ADJUSTED  
 DG7132  ___________________________________________________________________
 DG7132  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DG7132  DYNAMIC HT  -         473.139 (meters)    1552.29  (feet)  COMP
 DG7132  MODELED GRAV-     980,666.3   (mgal)                       NAVD 88
 DG7132
 DG7132  VERT ORDER  -  SECOND    CLASS I
 DG7132
 DG7132.The horizontal coordinates were scaled from a topographic map and have
 DG7132.an estimated accuracy of +/- 6 seconds.
 DG7132
 DG7132.The orthometric height was determined by differential leveling
 DG7132.and adjusted by the National Geodetic Survey in December 2004..
 DG7132
 DG7132.The geoid height was determined by GEOID03.
 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     -   312,980.      717,620.      MT  (+/- 180 meters Scaled)
 DG7132
 DG7132                          SUPERSEDED SURVEY CONTROL
 DG7132
 DG7132.No superseded survey control is available for this station.
 DG7132
 DG7132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM224979(NAD 83)
 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 = OCTOBER  6, 2006
 DG7133 ***********************************************************************
 DG7133  DESIGNATION -  0303 T
 DG7133  PID         -  DG7133
 DG7133  STATE/COUNTY-  MN/BECKER
 DG7133  USGS QUAD   -  OSAGE (1980)
 DG7133
 DG7133                         *CURRENT SURVEY CONTROL
 DG7133  ___________________________________________________________________
 DG7133* NAD 83(1986)-  46 54 48.     (N)    095 19 14.     (W)     SCALED    
 DG7133* NAVD 88     -       466.632  (meters)    1530.94   (feet)  ADJUSTED  
 DG7133  ___________________________________________________________________
 DG7133  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DG7133  DYNAMIC HT  -         466.663 (meters)    1531.04  (feet)  COMP
 DG7133  MODELED GRAV-     980,664.4   (mgal)                       NAVD 88
 DG7133
 DG7133  VERT ORDER  -  SECOND    CLASS I
 DG7133
 DG7133.The horizontal coordinates were scaled from a topographic map and have
 DG7133.an estimated accuracy of +/- 6 seconds.
 DG7133
 DG7133.The orthometric height was determined by differential leveling
 DG7133.and adjusted by the National Geodetic Survey in December 2004..
 DG7133
 DG7133.The geoid height was determined by GEOID03.
 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     -   313,220.      718,450.      MT  (+/- 180 meters Scaled)
 DG7133
 DG7133                          SUPERSEDED SURVEY CONTROL
 DG7133
 DG7133.No superseded survey control is available for this station.
 DG7133
 DG7133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM232981(NAD 83)
 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 = OCTOBER  6, 2006
 DG7134 ***********************************************************************
 DG7134  DESIGNATION -  0303 U
 DG7134  PID         -  DG7134
 DG7134  STATE/COUNTY-  MN/BECKER
 DG7134  USGS QUAD   -  OSAGE (1980)
 DG7134
 DG7134                         *CURRENT SURVEY CONTROL
 DG7134  ___________________________________________________________________
 DG7134* NAD 83(1986)-  46 55 00.     (N)    095 18 03.     (W)     SCALED    
 DG7134* NAVD 88     -       461.612  (meters)    1514.47   (feet)  ADJUSTED  
 DG7134  ___________________________________________________________________
 DG7134  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DG7134  DYNAMIC HT  -         461.641 (meters)    1514.57  (feet)  COMP
 DG7134  MODELED GRAV-     980,660.8   (mgal)                       NAVD 88
 DG7134
 DG7134  VERT ORDER  -  SECOND    CLASS I
 DG7134
 DG7134.The horizontal coordinates were scaled from a topographic map and have
 DG7134.an estimated accuracy of +/- 6 seconds.
 DG7134
 DG7134.The orthometric height was determined by differential leveling
 DG7134.and adjusted by the National Geodetic Survey in December 2004..
 DG7134
 DG7134.The geoid height was determined by GEOID03.
 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     -   313,570.      719,960.      MT  (+/- 180 meters Scaled)
 DG7134
 DG7134                          SUPERSEDED SURVEY CONTROL
 DG7134
 DG7134.No superseded survey control is available for this station.
 DG7134
 DG7134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM248984(NAD 83)
 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 = OCTOBER  6, 2006
 DI0856 ***********************************************************************
 DI0856  DESIGNATION -  0303 U 1
 DI0856  PID         -  DI0856
 DI0856  STATE/COUNTY-  MN/BECKER
 DI0856  USGS QUAD   -  OSAGE (1980)
 DI0856
 DI0856                         *CURRENT SURVEY CONTROL
 DI0856  ___________________________________________________________________
 DI0856* NAD 83(1986)-  46 54 20.     (N)    095 16 08.     (W)     SCALED    
 DI0856* NAVD 88     -       451.354  (meters)    1480.82   (feet)  ADJUSTED  
 DI0856  ___________________________________________________________________
 DI0856  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DI0856  DYNAMIC HT  -         451.382 (meters)    1480.91  (feet)  COMP
 DI0856  MODELED GRAV-     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
 DI0856.and adjusted by the National Geodetic Survey in September 2006..
 DI0856.No vertical observational check was made to the station.
 DI0856
 DI0856.Photographs are available for this station.
 DI0856
 DI0856.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DI0857 ***********************************************************************
 DI0857  DESIGNATION -  0303 U 2
 DI0857  PID         -  DI0857
 DI0857  STATE/COUNTY-  MN/BECKER
 DI0857  USGS QUAD   -  WOLF LAKE (1969)
 DI0857
 DI0857                         *CURRENT SURVEY CONTROL
 DI0857  ___________________________________________________________________
 DI0857* NAD 83(1986)-  46 52 06.     (N)    095 16 04.     (W)     SCALED    
 DI0857* NAVD 88     -       453.420  (meters)    1487.60   (feet)  ADJUSTED  
 DI0857  ___________________________________________________________________
 DI0857  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DI0857  DYNAMIC HT  -         453.450 (meters)    1487.69  (feet)  COMP
 DI0857  MODELED GRAV-     980,665.8   (mgal)                       NAVD 88
 DI0857
 DI0857  VERT ORDER  -  SECOND    CLASS I
 DI0857
 DI0857.The horizontal coordinates were scaled from a topographic map and have
 DI0857.an estimated accuracy of +/- 6 seconds.
 DI0857
 DI0857.The orthometric height was determined by differential leveling
 DI0857.and adjusted by the National Geodetic Survey in September 2006..
 DI0857.No vertical observational check was made to the station.
 DI0857
 DI0857.Photographs are available for this station.
 DI0857
 DI0857.The geoid height was determined by GEOID03.
 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     -   308,160.      722,410.      MT  (+/- 180 meters Scaled)
 DI0857
 DI0857                          SUPERSEDED SURVEY CONTROL
 DI0857
 DI0857.No superseded survey control is available for this station.
 DI0857
 DI0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM271930(NAD 83)
 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 = OCTOBER  6, 2006
 DG7135 ***********************************************************************
 DG7135  DESIGNATION -  0303 V
 DG7135  PID         -  DG7135
 DG7135  STATE/COUNTY-  MN/BECKER
 DG7135  USGS QUAD   -  PARK RAPIDS NW (1969)
 DG7135
 DG7135                         *CURRENT SURVEY CONTROL
 DG7135  ___________________________________________________________________
 DG7135* NAD 83(1986)-  46 55 15.     (N)    095 15 03.     (W)     SCALED    
 DG7135* NAVD 88     -       454.260  (meters)    1490.35   (feet)  ADJUSTED  
 DG7135  ___________________________________________________________________
 DG7135  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DG7135  DYNAMIC HT  -         454.287 (meters)    1490.44  (feet)  COMP
 DG7135  MODELED GRAV-     980,660.7   (mgal)                       NAVD 88
 DG7135
 DG7135  VERT ORDER  -  SECOND    CLASS I
 DG7135
 DG7135.The horizontal coordinates were scaled from a topographic map and have
 DG7135.an estimated accuracy of +/- 6 seconds.
 DG7135
 DG7135.The orthometric height was determined by differential leveling
 DG7135.and adjusted by the National Geodetic Survey in December 2004..
 DG7135
 DG7135.Photographs are available for this station.
 DG7135
 DG7135.The geoid height was determined by GEOID03.
 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     -   313,980.      723,770.      MT  (+/- 180 meters Scaled)
 DG7135
 DG7135                          SUPERSEDED SURVEY CONTROL
 DG7135
 DG7135.No superseded survey control is available for this station.
 DG7135
 DG7135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM286988(NAD 83)
 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 = OCTOBER  6, 2006
 DI0855 ***********************************************************************
 DI0855  DESIGNATION -  0303 V 1
 DI0855  PID         -  DI0855
 DI0855  STATE/COUNTY-  MN/BECKER
 DI0855  USGS QUAD   -  PARK RAPIDS NW (1969)
 DI0855
 DI0855                         *CURRENT SURVEY CONTROL
 DI0855  ___________________________________________________________________
 DI0855* NAD 83(1986)-  46 56 29.     (N)    095 14 50.     (W)     SCALED    
 DI0855* NAVD 88     -       462.186  (meters)    1516.36   (feet)  ADJUSTED  
 DI0855  ___________________________________________________________________
 DI0855  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DI0855  DYNAMIC HT  -         462.214 (meters)    1516.45  (feet)  COMP
 DI0855  MODELED GRAV-     980,660.9   (mgal)                       NAVD 88
 DI0855
 DI0855  VERT ORDER  -  SECOND    CLASS I
 DI0855
 DI0855.The horizontal coordinates were scaled from a topographic map and have
 DI0855.an estimated accuracy of +/- 6 seconds.
 DI0855
 DI0855.The orthometric height was determined by differential leveling
 DI0855.and adjusted by the National Geodetic Survey in September 2006..
 DI0855
 DI0855.Photographs are available for this station.
 DI0855
 DI0855.The geoid height was determined by GEOID03.
 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     -   316,260.      724,080.      MT  (+/- 180 meters Scaled)
 DI0855
 DI0855                          SUPERSEDED SURVEY CONTROL
 DI0855
 DI0855.No superseded survey control is available for this station.
 DI0855
 DI0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN289011(NAD 83)
 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 = OCTOBER  6, 2006
 DI0854 ***********************************************************************
 DI0854  DESIGNATION -  0303 V 2
 DI0854  PID         -  DI0854
 DI0854  STATE/COUNTY-  MN/BECKER
 DI0854  USGS QUAD   -  PARK RAPIDS NW (1969)
 DI0854
 DI0854                         *CURRENT SURVEY CONTROL
 DI0854  ___________________________________________________________________
 DI0854* NAD 83(1986)-  46 57 51.     (N)    095 14 48.     (W)     SCALED    
 DI0854* NAVD 88     -       453.680  (meters)    1488.45   (feet)  ADJUSTED  
 DI0854  ___________________________________________________________________
 DI0854  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DI0854  DYNAMIC HT  -         453.709 (meters)    1488.54  (feet)  COMP
 DI0854  MODELED GRAV-     980,662.4   (mgal)                       NAVD 88
 DI0854
 DI0854  VERT ORDER  -  SECOND    CLASS I
 DI0854
 DI0854.The horizontal coordinates were scaled from a topographic map and have
 DI0854.an estimated accuracy of +/- 6 seconds.
 DI0854
 DI0854.The orthometric height was determined by differential leveling
 DI0854.and adjusted by the National Geodetic Survey in September 2006..
 DI0854
 DI0854.Photographs are available for this station.
 DI0854
 DI0854.The geoid height was determined by GEOID03.
 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     -   318,790.      724,150.      MT  (+/- 180 meters Scaled)
 DI0854
 DI0854                          SUPERSEDED SURVEY CONTROL
 DI0854
 DI0854.No superseded survey control is available for this station.
 DI0854
 DI0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN290036(NAD 83)
 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 = OCTOBER  6, 2006
 DI0853 ***********************************************************************
 DI0853  DESIGNATION -  0303 V 3
 DI0853  PID         -  DI0853
 DI0853  STATE/COUNTY-  MN/BECKER
 DI0853  USGS QUAD   -  OSAGE (1980)
 DI0853
 DI0853                         *CURRENT SURVEY CONTROL
 DI0853  ___________________________________________________________________
 DI0853* NAD 83(1986)-  46 59 06.     (N)    095 15 15.     (W)     SCALED    
 DI0853* NAVD 88     -       464.718  (meters)    1524.66   (feet)  ADJUSTED  
 DI0853  ___________________________________________________________________
 DI0853  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DI0853  DYNAMIC HT  -         464.749 (meters)    1524.76  (feet)  COMP
 DI0853  MODELED GRAV-     980,665.4   (mgal)                       NAVD 88
 DI0853
 DI0853  VERT ORDER  -  SECOND    CLASS I
 DI0853
 DI0853.The horizontal coordinates were scaled from a topographic map and have
 DI0853.an estimated accuracy of +/- 6 seconds.
 DI0853
 DI0853.The orthometric height was determined by differential leveling
 DI0853.and adjusted by the National Geodetic Survey in September 2006..
 DI0853
 DI0853.Photographs are available for this station.
 DI0853
 DI0853.The geoid height was determined by GEOID03.
 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     -   321,120.      723,610.      MT  (+/- 180 meters Scaled)
 DI0853
 DI0853                          SUPERSEDED SURVEY CONTROL
 DI0853
 DI0853.No superseded survey control is available for this station.
 DI0853
 DI0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN285059(NAD 83)
 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 = OCTOBER  6, 2006
 DI0852 ***********************************************************************
 DI0852  DESIGNATION -  0303 V 4
 DI0852  PID         -  DI0852
 DI0852  STATE/COUNTY-  MN/BECKER
 DI0852  USGS QUAD   -  BIG BASSWOOD LAKE (1969)
 DI0852
 DI0852                         *CURRENT SURVEY CONTROL
 DI0852  ___________________________________________________________________
 DI0852* NAD 83(1986)-  47 00 29.     (N)    095 15 21.     (W)     SCALED    
 DI0852* NAVD 88     -       478.386  (meters)    1569.50   (feet)  ADJUSTED  
 DI0852  ___________________________________________________________________
 DI0852  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DI0852  DYNAMIC HT  -         478.420 (meters)    1569.62  (feet)  COMP
 DI0852  MODELED GRAV-     980,669.6   (mgal)                       NAVD 88
 DI0852
 DI0852  VERT ORDER  -  SECOND    CLASS I
 DI0852
 DI0852.The horizontal coordinates were scaled from a topographic map and have
 DI0852.an estimated accuracy of +/- 6 seconds.
 DI0852
 DI0852.The orthometric height was determined by differential leveling
 DI0852.and adjusted by the National Geodetic Survey in September 2006..
 DI0852
 DI0852.Photographs are available for this station.
 DI0852
 DI0852.The geoid height was determined by GEOID03.
 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     -   323,680.      723,520.      MT  (+/- 180 meters Scaled)
 DI0852
 DI0852                          SUPERSEDED SURVEY CONTROL
 DI0852
 DI0852.No superseded survey control is available for this station.
 DI0852
 DI0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN285085(NAD 83)
 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 = OCTOBER  6, 2006
 DI0851 ***********************************************************************
 DI0851  DESIGNATION -  0303 V 5
 DI0851  PID         -  DI0851
 DI0851  STATE/COUNTY-  MN/BECKER
 DI0851  USGS QUAD   -  TWO INLETS (1972)
 DI0851
 DI0851                         *CURRENT SURVEY CONTROL
 DI0851  ___________________________________________________________________
 DI0851* NAD 83(1986)-  47 01 40.     (N)    095 14 32.     (W)     SCALED    
 DI0851* NAVD 88     -       469.336  (meters)    1539.81   (feet)  ADJUSTED  
 DI0851  ___________________________________________________________________
 DI0851  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DI0851  DYNAMIC HT  -         469.371 (meters)    1539.93  (feet)  COMP
 DI0851  MODELED GRAV-     980,672.5   (mgal)                       NAVD 88
 DI0851
 DI0851  VERT ORDER  -  SECOND    CLASS I
 DI0851
 DI0851.The horizontal coordinates were scaled from a topographic map and have
 DI0851.an estimated accuracy of +/- 6 seconds.
 DI0851
 DI0851.The orthometric height was determined by differential leveling
 DI0851.and adjusted by the National Geodetic Survey in September 2006..
 DI0851
 DI0851.Photographs are available for this station.
 DI0851
 DI0851.The geoid height was determined by GEOID03.
 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     -   325,860.      724,580.      MT  (+/- 180 meters Scaled)
 DI0851
 DI0851                          SUPERSEDED SURVEY CONTROL
 DI0851
 DI0851.No superseded survey control is available for this station.
 DI0851
 DI0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN296106(NAD 83)
 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 = OCTOBER  6, 2006
 DG7136 ***********************************************************************
 DG7136  DESIGNATION -  0303 W
 DG7136  PID         -  DG7136
 DG7136  STATE/COUNTY-  MN/BECKER
 DG7136  USGS QUAD   -  PARK RAPIDS NW (1969)
 DG7136
 DG7136                         *CURRENT SURVEY CONTROL
 DG7136  ___________________________________________________________________
 DG7136* NAD 83(1986)-  46 55 16.     (N)    095 13 12.     (W)     SCALED    
 DG7136* NAVD 88     -       453.179  (meters)    1486.80   (feet)  ADJUSTED  
 DG7136  ___________________________________________________________________
 DG7136  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DG7136  DYNAMIC HT  -         453.206 (meters)    1486.89  (feet)  COMP
 DG7136  MODELED GRAV-     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
 DG7136.and adjusted by the National Geodetic Survey in December 2004..
 DG7136
 DG7136.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG7137 ***********************************************************************
 DG7137  DESIGNATION -  0303 X
 DG7137  PID         -  DG7137
 DG7137  STATE/COUNTY-  MN/BECKER
 DG7137  USGS QUAD   -  PARK RAPIDS NW (1969)
 DG7137
 DG7137                         *CURRENT SURVEY CONTROL
 DG7137  ___________________________________________________________________
 DG7137* NAD 83(1986)-  46 55 15.     (N)    095 10 59.     (W)     SCALED    
 DG7137* NAVD 88     -       449.540  (meters)    1474.87   (feet)  ADJUSTED  
 DG7137  ___________________________________________________________________
 DG7137  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DG7137  DYNAMIC HT  -         449.565 (meters)    1474.95  (feet)  COMP
 DG7137  MODELED GRAV-     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
 DG7137.and adjusted by the National Geodetic Survey in December 2004..
 DG7137
 DG7137.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG7138 ***********************************************************************
 DG7138  DESIGNATION -  0303 Y
 DG7138  PID         -  DG7138
 DG7138  STATE/COUNTY-  MN/BECKER
 DG7138  USGS QUAD   -  PARK RAPIDS NW (1969)
 DG7138
 DG7138                         *CURRENT SURVEY CONTROL
 DG7138  ___________________________________________________________________
 DG7138* NAD 83(1986)-  46 55 16.     (N)    095 09 47.     (W)     SCALED    
 DG7138* NAVD 88     -       447.877  (meters)    1469.41   (feet)  ADJUSTED  
 DG7138  ___________________________________________________________________
 DG7138  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DG7138  DYNAMIC HT  -         447.901 (meters)    1469.49  (feet)  COMP
 DG7138  MODELED GRAV-     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
 DG7138.and adjusted by the National Geodetic Survey in December 2004..
 DG7138
 DG7138.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG8154 ***********************************************************************
 DG8154  DESIGNATION -  0305 A RESET
 DG8154  PID         -  DG8154
 DG8154  STATE/COUNTY-  MN/BECKER
 DG8154  USGS QUAD   -  DETROIT LAKES (1982)
 DG8154
 DG8154                         *CURRENT SURVEY CONTROL
 DG8154  ___________________________________________________________________
 DG8154* NAD 83(1996)-  46 49 44.80882(N)    095 51 15.32115(W)     ADJUSTED  
 DG8154* NAVD 88     -       414.642  (meters)    1360.37   (feet)  ADJUSTED  
 DG8154  ___________________________________________________________________
 DG8154  X           -    -445,919.197 (meters)                     COMP
 DG8154  Y           -  -4,349,026.683 (meters)                     COMP
 DG8154  Z           -   4,629,071.013 (meters)                     COMP
 DG8154  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DG8154  ELLIP HEIGHT-         388.11  (meters)          (12/06/04) GPS OBS
 DG8154  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG8154  DYNAMIC HT  -         414.671 (meters)    1360.47  (feet)  COMP
 DG8154  MODELED GRAV-     980,670.0   (mgal)                       NAVD 88
 DG8154
 DG8154  HORZ ORDER  -  FIRST
 DG8154  VERT ORDER  -  SECOND    CLASS I
 DG8154  ELLP ORDER  -  FOURTH    CLASS I
 DG8154
 DG8154.The horizontal coordinates were established by GPS observations
 DG8154.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8154
 DG8154.The orthometric height was determined by differential leveling
 DG8154.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8154
 DG8154.The ellipsoidal height was determined by GPS observations
 DG8154.and is referenced to NAD 83.
 DG8154
 DG8154.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8154;SPC MN C     -   304,542.955   677,611.602   MT  0.99995921   -1 09 37.8
 DG8154;UTM  15      - 5,190,130.375   282,318.307   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 50.4
 DG8154:UTM  15      -  0305 B                                   342 56 09.5
 DG8154
 DG8154|---------------------------------------------------------------------|
 DG8154| PID    Reference Object                     Distance      Geod. Az  |
 DG8154|                                                           dddmmss.s |
 DG8154| DG8155 0305 B                              APPROX. 1.6 KM 3405112.6 |
 DG8154|---------------------------------------------------------------------|
 DG8154
 DG8154                          SUPERSEDED SURVEY CONTROL
 DG8154
 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_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 = OCTOBER  6, 2006
 DG7095 ***********************************************************************
 DG7095  DESIGNATION -  0305 AB
 DG7095  PID         -  DG7095
 DG7095  STATE/COUNTY-  MN/BECKER
 DG7095  USGS QUAD   -  DETROIT LAKES (1982)
 DG7095
 DG7095                         *CURRENT SURVEY CONTROL
 DG7095  ___________________________________________________________________
 DG7095* NAD 83(1986)-  46 49 25.     (N)    095 51 19.     (W)     SCALED    
 DG7095* NAVD 88     -       423.783  (meters)    1390.36   (feet)  ADJUSTED  
 DG7095  ___________________________________________________________________
 DG7095  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG7095  DYNAMIC HT  -         423.812 (meters)    1390.46  (feet)  COMP
 DG7095  MODELED GRAV-     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
 DG7095.and adjusted by the National Geodetic Survey in December 2004..
 DG7095
 DG7095.Photographs are available for this station.
 DG7095
 DG7095.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 DG7095_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG7095_SP_SET: BRIDGE ABUTMENT
 DG7095_STAMPING: 0305 AB 1973
 DG7095_MARK LOGO: MNHD  
 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     - 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 (2004)
 DG7095
 DG7095'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG7095'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8155 ***********************************************************************
 DG8155  DESIGNATION -  0305 B
 DG8155  PID         -  DG8155
 DG8155  STATE/COUNTY-  MN/BECKER
 DG8155  USGS QUAD   -  DETROIT LAKES (1982)
 DG8155
 DG8155                         *CURRENT SURVEY CONTROL
 DG8155  ___________________________________________________________________
 DG8155* NAD 83(1996)-  46 50 35.17640(N)    095 51 40.80719(W)     ADJUSTED  
 DG8155* NAVD 88     -       419.791  (meters)    1377.26   (feet)  ADJUSTED  
 DG8155  ___________________________________________________________________
 DG8155  X           -    -446,341.056 (meters)                     COMP
 DG8155  Y           -  -4,347,846.436 (meters)                     COMP
 DG8155  Z           -   4,630,138.813 (meters)                     COMP
 DG8155  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 DG8155  ELLIP HEIGHT-         393.24  (meters)          (12/06/04) GPS OBS
 DG8155  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DG8155  DYNAMIC HT  -         419.820 (meters)    1377.36  (feet)  COMP
 DG8155  MODELED GRAV-     980,670.3   (mgal)                       NAVD 88
 DG8155
 DG8155  HORZ ORDER  -  FIRST
 DG8155  VERT ORDER  -  SECOND    CLASS I
 DG8155  ELLP ORDER  -  FOURTH    CLASS I
 DG8155
 DG8155.The horizontal coordinates were established by GPS observations
 DG8155.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8155
 DG8155.The orthometric height was determined by differential leveling
 DG8155.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8155
 DG8155.The ellipsoidal height was determined by GPS observations
 DG8155.and is referenced to NAD 83.
 DG8155
 DG8155.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8155;SPC MN C     -   306,108.881   677,103.224   MT  0.99996135   -1 09 56.2
 DG8155;UTM  15      - 5,191,704.632   281,835.091   MT  1.00018504   -2 05 17.2
 DG8155
 DG8155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8155!SPC MN C     -   0.99993836  x   0.99996135  =   0.99989971
 DG8155!UTM  15      -   0.99993836  x   1.00018504  =   1.00012339
 DG8155
 DG8155:                Primary Azimuth Mark                     Grid Az
 DG8155:SPC MN C     -  0305 A RESET                             162 00 50.2
 DG8155:UTM  15      -  0305 A RESET                             162 56 11.2
 DG8155
 DG8155|---------------------------------------------------------------------|
 DG8155| PID    Reference Object                     Distance      Geod. Az  |
 DG8155|                                                           dddmmss.s |
 DG8155| DG8154 0305 A RESET                        APPROX. 1.6 KM 1605054.0 |
 DG8155|---------------------------------------------------------------------|
 DG8155
 DG8155                          SUPERSEDED SURVEY CONTROL
 DG8155
 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: 15TTM8183591705(NAD 83)
 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 = OCTOBER  6, 2006
 DH9548 ***********************************************************************
 DH9548  DESIGNATION -  0305 BB RESET
 DH9548  PID         -  DH9548
 DH9548  STATE/COUNTY-  MN/BECKER
 DH9548  USGS QUAD   -  OGEMA (1969)
 DH9548
 DH9548                         *CURRENT SURVEY CONTROL
 DH9548  ___________________________________________________________________
 DH9548* NAD 83(1986)-  47 01 15.     (N)    095 54 47.     (W)     SCALED    
 DH9548* NAVD 88     -       407.620  (meters)    1337.33   (feet)  ADJUSTED  
 DH9548  ___________________________________________________________________
 DH9548  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DH9548  DYNAMIC HT  -         407.646 (meters)    1337.42  (feet)  COMP
 DH9548  MODELED GRAV-     980,664.0   (mgal)                       NAVD 88
 DH9548
 DH9548  VERT ORDER  -  SECOND    CLASS I
 DH9548
 DH9548.The horizontal coordinates were scaled from a topographic map and have
 DH9548.an estimated accuracy of +/- 6 seconds.
 DH9548
 DH9548.The orthometric height was determined by differential leveling
 DH9548.and adjusted by the National Geodetic Survey in September 2006..
 DH9548
 DH9548.Photographs are available for this station.
 DH9548
 DH9548.The geoid height was determined by GEOID03.
 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     -   325,940.      673,570.      MT  (+/- 180 meters Scaled)
 DH9548
 DH9548                          SUPERSEDED SURVEY CONTROL
 DH9548
 DH9548.No superseded survey control is available for this station.
 DH9548
 DH9548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN786115(NAD 83)
 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 = OCTOBER  6, 2006
 DG8156 ***********************************************************************
 DG8156  DESIGNATION -  0305 C
 DG8156  PID         -  DG8156
 DG8156  STATE/COUNTY-  MN/BECKER
 DG8156  USGS QUAD   -  AUDUBON (1982)
 DG8156
 DG8156                         *CURRENT SURVEY CONTROL
 DG8156  ___________________________________________________________________
 DG8156* NAD 83(1996)-  46 52 02.00499(N)    095 53 25.17616(W)     ADJUSTED  
 DG8156* NAVD 88     -       425.795  (meters)    1396.96   (feet)  ADJUSTED  
 DG8156  ___________________________________________________________________
 DG8156  X           -    -448,340.629 (meters)                     COMP
 DG8156  Y           -  -4,345,677.990 (meters)                     COMP
 DG8156  Z           -   4,631,976.869 (meters)                     COMP
 DG8156  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 DG8156  ELLIP HEIGHT-         399.23  (meters)          (12/06/04) GPS OBS
 DG8156  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DG8156  DYNAMIC HT  -         425.825 (meters)    1397.06  (feet)  COMP
 DG8156  MODELED GRAV-     980,670.3   (mgal)                       NAVD 88
 DG8156
 DG8156  HORZ ORDER  -  FIRST
 DG8156  VERT ORDER  -  SECOND    CLASS I
 DG8156  ELLP ORDER  -  FOURTH    CLASS I
 DG8156
 DG8156.The horizontal coordinates were established by GPS observations
 DG8156.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8156
 DG8156.The orthometric height was determined by differential leveling
 DG8156.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8156
 DG8156.The ellipsoidal height was determined by GPS observations
 DG8156.and is referenced to NAD 83.
 DG8156
 DG8156.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8156;SPC MN C     -   308,834.863   674,947.884   MT  0.99996518   -1 11 11.7
 DG8156;UTM  15      - 5,194,465.608   279,723.463   MT  1.00019641   -2 06 36.4
 DG8156
 DG8156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8156!SPC MN C     -   0.99993742  x   0.99996518  =   0.99990261
 DG8156!UTM  15      -   0.99993742  x   1.00019641  =   1.00013382
 DG8156
 DG8156:                Primary Azimuth Mark                     Grid Az
 DG8156:SPC MN C     -  0305 U                                   332 31 32.9
 DG8156:UTM  15      -  0305 U                                   333 26 57.6
 DG8156
 DG8156|---------------------------------------------------------------------|
 DG8156| PID    Reference Object                     Distance      Geod. Az  |
 DG8156|                                                           dddmmss.s |
 DG8156| DG8167 0305 U                              APPROX. 1.2 KM 3312021.2 |
 DG8156|---------------------------------------------------------------------|
 DG8156
 DG8156                          SUPERSEDED SURVEY CONTROL
 DG8156
 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: 15TTM7972394466(NAD 83)
 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 = OCTOBER  6, 2006
 DG8157 ***********************************************************************
 DG8157  DESIGNATION -  0305 CC
 DG8157  PID         -  DG8157
 DG8157  STATE/COUNTY-  MN/BECKER
 DG8157  USGS QUAD   -  OGEMA (1969)
 DG8157
 DG8157                         *CURRENT SURVEY CONTROL
 DG8157  ___________________________________________________________________
 DG8157* NAD 83(1996)-  47 02 12.08726(N)    095 54 46.01430(W)     ADJUSTED  
 DG8157* NAVD 88     -       396.139  (meters)    1299.67   (feet)  ADJUSTED  
 DG8157  ___________________________________________________________________
 DG8157  X           -    -448,623.263 (meters)                     COMP
 DG8157  Y           -  -4,331,786.315 (meters)                     COMP
 DG8157  Z           -   4,644,815.877 (meters)                     COMP
 DG8157  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 DG8157  ELLIP HEIGHT-         369.22  (meters)          (12/06/04) GPS OBS
 DG8157  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DG8157  DYNAMIC HT  -         396.163 (meters)    1299.74  (feet)  COMP
 DG8157  MODELED GRAV-     980,663.5   (mgal)                       NAVD 88
 DG8157
 DG8157  HORZ ORDER  -  FIRST
 DG8157  VERT ORDER  -  SECOND    CLASS I
 DG8157  ELLP ORDER  -  FOURTH    CLASS I
 DG8157
 DG8157.The horizontal coordinates were established by GPS observations
 DG8157.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8157
 DG8157.The orthometric height was determined by differential leveling
 DG8157.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8157
 DG8157.The ellipsoidal height was determined by GPS observations
 DG8157.and is referenced to NAD 83.
 DG8157
 DG8157.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8157;SPC MN C     -   327,705.702   673,631.722   MT  0.99999712   -1 12 10.2
 DG8157;UTM  15      - 5,213,359.394   278,712.403   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  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_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 = OCTOBER  6, 2006
 DH9550 ***********************************************************************
 DH9550  DESIGNATION -  0305 E
 DH9550  PID         -  DH9550
 DH9550  STATE/COUNTY-  MN/BECKER
 DH9550  USGS QUAD   -  CALLAWAY (1959)
 DH9550
 DH9550                         *CURRENT SURVEY CONTROL
 DH9550  ___________________________________________________________________
 DH9550* NAD 83(1986)-  46 54 06.     (N)    095 54 00.     (W)     SCALED    
 DH9550* NAVD 88     -       445.668  (meters)    1462.16   (feet)  ADJUSTED  
 DH9550  ___________________________________________________________________
 DH9550  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DH9550  DYNAMIC HT  -         445.698 (meters)    1462.26  (feet)  COMP
 DH9550  MODELED GRAV-     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
 DH9550.and adjusted by the National Geodetic Survey in September 2006..
 DH9550
 DH9550.Photographs are available for this station.
 DH9550
 DH9550.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG8158 ***********************************************************************
 DG8158  DESIGNATION -  0305 F
 DG8158  PID         -  DG8158
 DG8158  STATE/COUNTY-  MN/BECKER
 DG8158  USGS QUAD   -  CALLAWAY (1959)
 DG8158
 DG8158                         *CURRENT SURVEY CONTROL
 DG8158  ___________________________________________________________________
 DG8158* NAD 83(1996)-  46 56 05.54564(N)    095 54 38.94252(W)     ADJUSTED  
 DG8158* NAVD 88     -       436.084  (meters)    1430.72   (feet)  ADJUSTED  
 DG8158  ___________________________________________________________________
 DG8158  X           -    -449,329.919 (meters)                     COMP
 DG8158  Y           -  -4,340,061.769 (meters)                     COMP
 DG8158  Z           -   4,637,123.132 (meters)                     COMP
 DG8158  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 DG8158  ELLIP HEIGHT-         409.38  (meters)          (12/06/04) GPS OBS
 DG8158  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DG8158  DYNAMIC HT  -         436.112 (meters)    1430.81  (feet)  COMP
 DG8158  MODELED GRAV-     980,664.0   (mgal)                       NAVD 88
 DG8158
 DG8158  HORZ ORDER  -  FIRST
 DG8158  VERT ORDER  -  SECOND    CLASS I
 DG8158  ELLP ORDER  -  FOURTH    CLASS I
 DG8158
 DG8158.The horizontal coordinates were established by GPS observations
 DG8158.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8158
 DG8158.The orthometric height was determined by differential leveling
 DG8158.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8158
 DG8158.The ellipsoidal height was determined by GPS observations
 DG8158.and is referenced to NAD 83.
 DG8158
 DG8158.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8158;SPC MN C     -   316,386.142   673,543.664   MT  0.99997687   -1 12 05.1
 DG8158;UTM  15      - 5,202,040.301   278,441.008   MT  1.00020337   -2 07 38.8
 DG8158
 DG8158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8158!SPC MN C     -   0.99993583  x   0.99997687  =   0.99991270
 DG8158!UTM  15      -   0.99993583  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  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_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 = OCTOBER  6, 2006
 DH9551 ***********************************************************************
 DH9551  DESIGNATION -  0305 H RESET
 DH9551  PID         -  DH9551
 DH9551  STATE/COUNTY-  MN/BECKER
 DH9551  USGS QUAD   -  CALLAWAY (1959)
 DH9551
 DH9551                         *CURRENT SURVEY CONTROL
 DH9551  ___________________________________________________________________
 DH9551* NAD 83(1986)-  46 57 48.     (N)    095 54 40.     (W)     SCALED    
 DH9551* NAVD 88     -       424.591  (meters)    1393.01   (feet)  ADJUSTED  
 DH9551  ___________________________________________________________________
 DH9551  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 DH9551  DYNAMIC HT  -         424.617 (meters)    1393.10  (feet)  COMP
 DH9551  MODELED GRAV-     980,663.6   (mgal)                       NAVD 88
 DH9551
 DH9551  VERT ORDER  -  SECOND    CLASS I
 DH9551
 DH9551.The horizontal coordinates were scaled from a topographic map and have
 DH9551.an estimated accuracy of +/- 6 seconds.
 DH9551
 DH9551.The orthometric height was determined by differential leveling
 DH9551.and adjusted by the National Geodetic Survey in September 2006..
 DH9551
 DH9551.Photographs are available for this station.
 DH9551
 DH9551.The geoid height was determined by GEOID03.
 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     -   319,550.      673,590.      MT  (+/- 180 meters Scaled)
 DH9551
 DH9551                          SUPERSEDED SURVEY CONTROL
 DH9551
 DH9551.No superseded survey control is available for this station.
 DH9551
 DH9551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN785052(NAD 83)
 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 = OCTOBER  6, 2006
 DG8159 ***********************************************************************
 DG8159  DESIGNATION -  0305 J
 DG8159  PID         -  DG8159
 DG8159  STATE/COUNTY-  MN/BECKER
 DG8159  USGS QUAD   -  OGEMA (1969)
 DG8159
 DG8159                         *CURRENT SURVEY CONTROL
 DG8159  ___________________________________________________________________
 DG8159* NAD 83(1996)-  47 07 05.90931(N)    095 55 38.00996(W)     ADJUSTED  
 DG8159* NAVD 88     -       386.616  (meters)    1268.42   (feet)  ADJUSTED  
 DG8159  ___________________________________________________________________
 DG8159  X           -    -449,028.367 (meters)                     COMP
 DG8159  Y           -  -4,325,057.348 (meters)                     COMP
 DG8159  Z           -   4,650,988.363 (meters)                     COMP
 DG8159  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 DG8159  ELLIP HEIGHT-         359.59  (meters)          (12/06/04) GPS OBS
 DG8159  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DG8159  DYNAMIC HT  -         386.643 (meters)    1268.51  (feet)  COMP
 DG8159  MODELED GRAV-     980,670.5   (mgal)                       NAVD 88
 DG8159
 DG8159  HORZ ORDER  -  FIRST
 DG8159  VERT ORDER  -  SECOND    CLASS I
 DG8159  ELLP ORDER  -  FOURTH    CLASS I
 DG8159
 DG8159.The horizontal coordinates were established by GPS observations
 DG8159.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8159
 DG8159.The orthometric height was determined by differential leveling
 DG8159.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8159
 DG8159.The ellipsoidal height was determined by GPS observations
 DG8159.and is referenced to NAD 83.
 DG8159
 DG8159.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8159;SPC MN C     -   336,800.448   672,726.353   MT  1.00001565   -1 12 47.8
 DG8159;UTM  15      - 5,222,469.452   277,954.787   MT  1.00020600   -2 08 45.0
 DG8159;UTM  14      - 5,222,893.415   733,085.180   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  =   1.00021138
 DG8159
 DG8159                          SUPERSEDED SURVEY CONTROL
 DG8159
 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: 15TTN7795522469(NAD 83)
 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 = OCTOBER  6, 2006
 DG8160 ***********************************************************************
 DG8160  DESIGNATION -  0305 K
 DG8160  PID         -  DG8160
 DG8160  STATE/COUNTY-  MN/BECKER
 DG8160  USGS QUAD   -  OGEMA (1969)
 DG8160
 DG8160                         *CURRENT SURVEY CONTROL
 DG8160  ___________________________________________________________________
 DG8160* NAD 83(1996)-  47 05 37.10146(N)    095 55 38.97727(W)     ADJUSTED  
 DG8160* NAVD 88     -       385.663  (meters)    1265.30   (feet)  ADJUSTED  
 DG8160  ___________________________________________________________________
 DG8160  X           -    -449,256.085 (meters)                     COMP
 DG8160  Y           -  -4,327,053.175 (meters)                     COMP
 DG8160  Z           -   4,649,120.897 (meters)                     COMP
 DG8160  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 DG8160  ELLIP HEIGHT-         358.65  (meters)          (12/06/04) GPS OBS
 DG8160  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DG8160  DYNAMIC HT  -         385.688 (meters)    1265.38  (feet)  COMP
 DG8160  MODELED GRAV-     980,668.3   (mgal)                       NAVD 88
 DG8160
 DG8160  HORZ ORDER  -  FIRST
 DG8160  VERT ORDER  -  SECOND    CLASS I
 DG8160  ELLP ORDER  -  FOURTH    CLASS I
 DG8160
 DG8160.The horizontal coordinates were established by GPS observations
 DG8160.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8160
 DG8160.The orthometric height was determined by differential leveling
 DG8160.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8160
 DG8160.The ellipsoidal height was determined by GPS observations
 DG8160.and is referenced to NAD 83.
 DG8160
 DG8160.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8160;SPC MN C     -   334,058.952   672,647.886   MT  1.00000983   -1 12 48.5
 DG8160;UTM  15      - 5,219,729.065   277,831.709   MT  1.00020667   -2 08 42.6
 DG8160;UTM  14      - 5,220,151.489   733,172.593   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  =   0.99995361
 DG8160!UTM  15      -   0.99994379  x   1.00020667  =   1.00015044
 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  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: 15TTN7783219729(NAD 83)
 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 = OCTOBER  6, 2006
 DG8161 ***********************************************************************
 DG8161  DESIGNATION -  0305 L
 DG8161  PID         -  DG8161
 DG8161  STATE/COUNTY-  MN/BECKER
 DG8161  USGS QUAD   -  OGEMA (1969)
 DG8161
 DG8161                         *CURRENT SURVEY CONTROL
 DG8161  ___________________________________________________________________
 DG8161* NAD 83(1996)-  47 04 44.80757(N)    095 55 28.26350(W)     ADJUSTED  
 DG8161* NAVD 88     -       388.188  (meters)    1273.58   (feet)  ADJUSTED  
 DG8161  ___________________________________________________________________
 DG8161  X           -    -449,153.593 (meters)                     COMP
 DG8161  Y           -  -4,328,254.696 (meters)                     COMP
 DG8161  Z           -   4,648,023.117 (meters)                     COMP
 DG8161  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 DG8161  ELLIP HEIGHT-         361.19  (meters)          (12/06/04) GPS OBS
 DG8161  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DG8161  DYNAMIC HT  -         388.213 (meters)    1273.66  (feet)  COMP
 DG8161  MODELED GRAV-     980,666.5   (mgal)                       NAVD 88
 DG8161
 DG8161  HORZ ORDER  -  FIRST
 DG8161  VERT ORDER  -  SECOND    CLASS I
 DG8161  ELLP ORDER  -  FOURTH    CLASS I
 DG8161
 DG8161.The horizontal coordinates were established by GPS observations
 DG8161.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8161
 DG8161.The orthometric height was determined by differential leveling
 DG8161.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8161
 DG8161.The ellipsoidal height was determined by GPS observations
 DG8161.and is referenced to NAD 83.
 DG8161
 DG8161.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8161;SPC MN C     -   332,439.618   672,839.649   MT  1.00000649   -1 12 40.8
 DG8161;UTM  15      - 5,218,106.507   277,997.156   MT  1.00020577   -2 08 32.9
 DG8161;UTM  14      - 5,218,546.285   733,461.944   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 47.3
 DG8161:UTM  15      -  0305 K                                   354 10 39.4
 DG8161:UTM  14      -  0305 K                                   349 46 55.1
 DG8161
 DG8161|---------------------------------------------------------------------|
 DG8161| PID    Reference Object                     Distance      Geod. Az  |
 DG8161|                                                           dddmmss.s |
 DG8161| DG8160 0305 K                              APPROX. 1.6 KM 3520206.5 |
 DG8161|---------------------------------------------------------------------|
 DG8161
 DG8161                          SUPERSEDED SURVEY CONTROL
 DG8161
 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: 15TTN7799718107(NAD 83)
 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 = OCTOBER  6, 2006
 DG8162 ***********************************************************************
 DG8162  DESIGNATION -  0305 M
 DG8162  PID         -  DG8162
 DG8162  STATE/COUNTY-  MN/BECKER
 DG8162  USGS QUAD   -  OGEMA (1969)
 DG8162
 DG8162                         *CURRENT SURVEY CONTROL
 DG8162  ___________________________________________________________________
 DG8162* NAD 83(1996)-  47 02 59.34110(N)    095 54 55.83074(W)     ADJUSTED  
 DG8162* NAVD 88     -       389.917  (meters)    1279.25   (feet)  ADJUSTED  
 DG8162  ___________________________________________________________________
 DG8162  X           -    -448,718.905 (meters)                     COMP
 DG8162  Y           -  -4,330,698.372 (meters)                     COMP
 DG8162  Z           -   4,645,805.758 (meters)                     COMP
 DG8162  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 DG8162  ELLIP HEIGHT-         362.97  (meters)          (12/06/04) GPS OBS
 DG8162  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DG8162  DYNAMIC HT  -         389.941 (meters)    1279.33  (feet)  COMP
 DG8162  MODELED GRAV-     980,663.8   (mgal)                       NAVD 88
 DG8162
 DG8162  HORZ ORDER  -  FIRST
 DG8162  VERT ORDER  -  SECOND    CLASS I
 DG8162  ELLP ORDER  -  FOURTH    CLASS I
 DG8162
 DG8162.The horizontal coordinates were established by GPS observations
 DG8162.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8162
 DG8162.The orthometric height was determined by differential leveling
 DG8162.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8162
 DG8162.The ellipsoidal height was determined by GPS observations
 DG8162.and is referenced to NAD 83.
 DG8162
 DG8162.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8162;SPC MN C     -   329,168.978   673,455.204   MT  0.99999996   -1 12 17.3
 DG8162;UTM  15      - 5,214,825.641   278,559.623   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  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: 15TTN7856014826(NAD 83)
 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 = OCTOBER  6, 2006
 DG8163 ***********************************************************************
 DG8163  DESIGNATION -  0305 N
 DG8163  PID         -  DG8163
 DG8163  STATE/COUNTY-  MN/BECKER
 DG8163  USGS QUAD   -  OGEMA (1969)
 DG8163
 DG8163                         *CURRENT SURVEY CONTROL
 DG8163  ___________________________________________________________________
 DG8163* NAD 83(1996)-  47 00 23.36222(N)    095 54 45.70665(W)     ADJUSTED  
 DG8163* NAVD 88     -       413.927  (meters)    1358.03   (feet)  ADJUSTED  
 DG8163  ___________________________________________________________________
 DG8163  X           -    -448,871.112 (meters)                     COMP
 DG8163  Y           -  -4,334,242.568 (meters)                     COMP
 DG8163  Z           -   4,642,539.898 (meters)                     COMP
 DG8163  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 DG8163  ELLIP HEIGHT-         387.07  (meters)          (12/06/04) GPS OBS
 DG8163  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DG8163  DYNAMIC HT  -         413.954 (meters)    1358.11  (feet)  COMP
 DG8163  MODELED GRAV-     980,664.6   (mgal)                       NAVD 88
 DG8163
 DG8163  HORZ ORDER  -  FIRST
 DG8163  VERT ORDER  -  SECOND    CLASS I
 DG8163  ELLP ORDER  -  FOURTH    CLASS I
 DG8163
 DG8163.The horizontal coordinates were established by GPS observations
 DG8163.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8163
 DG8163.The orthometric height was determined by differential leveling
 DG8163.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8163
 DG8163.The ellipsoidal height was determined by GPS observations
 DG8163.and is referenced to NAD 83.
 DG8163
 DG8163.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8163;SPC MN C     -   324,348.798   673,567.738   MT  0.99999078   -1 12 10.0
 DG8163;UTM  15      - 5,210,003.270   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  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: 15TTN7859410003(NAD 83)
 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 = OCTOBER  6, 2006
 DH9547 ***********************************************************************
 DH9547  DESIGNATION -  0305 P
 DH9547  PID         -  DH9547
 DH9547  STATE/COUNTY-  MN/BECKER
 DH9547  USGS QUAD   -  CALLAWAY (1959)
 DH9547
 DH9547                         *CURRENT SURVEY CONTROL
 DH9547  ___________________________________________________________________
 DH9547* NAD 83(1986)-  46 59 30.     (N)    095 54 43.     (W)     SCALED    
 DH9547* NAVD 88     -       415.392  (meters)    1362.83   (feet)  ADJUSTED  
 DH9547  ___________________________________________________________________
 DH9547  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DH9547  DYNAMIC HT  -         415.418 (meters)    1362.92  (feet)  COMP
 DH9547  MODELED GRAV-     980,662.8   (mgal)                       NAVD 88
 DH9547
 DH9547  VERT ORDER  -  SECOND    CLASS I
 DH9547
 DH9547.The horizontal coordinates were scaled from a topographic map and have
 DH9547.an estimated accuracy of +/- 6 seconds.
 DH9547
 DH9547.The orthometric height was determined by differential leveling
 DH9547.and adjusted by the National Geodetic Survey in September 2006..
 DH9547
 DH9547.Photographs are available for this station.
 DH9547
 DH9547.The geoid height was determined by GEOID03.
 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     -   322,700.      673,590.      MT  (+/- 180 meters Scaled)
 DH9547
 DH9547                          SUPERSEDED SURVEY CONTROL
 DH9547
 DH9547.No superseded survey control is available for this station.
 DH9547
 DH9547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN785083(NAD 83)
 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 = OCTOBER  6, 2006
 DH9552 ***********************************************************************
 DH9552  DESIGNATION -  0305 Q
 DH9552  PID         -  DH9552
 DH9552  STATE/COUNTY-  MN/BECKER
 DH9552  USGS QUAD   -  CALLAWAY (1959)
 DH9552
 DH9552                         *CURRENT SURVEY CONTROL
 DH9552  ___________________________________________________________________
 DH9552* NAD 83(1986)-  46 58 51.     (N)    095 54 30.     (W)     SCALED    
 DH9552* NAVD 88     -       421.817  (meters)    1383.91   (feet)  ADJUSTED  
 DH9552  ___________________________________________________________________
 DH9552  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DH9552  DYNAMIC HT  -         421.843 (meters)    1384.00  (feet)  COMP
 DH9552  MODELED GRAV-     980,663.0   (mgal)                       NAVD 88
 DH9552
 DH9552  VERT ORDER  -  SECOND    CLASS I
 DH9552
 DH9552.The horizontal coordinates were scaled from a topographic map and have
 DH9552.an estimated accuracy of +/- 6 seconds.
 DH9552
 DH9552.The orthometric height was determined by differential leveling
 DH9552.and adjusted by the National Geodetic Survey in September 2006..
 DH9552
 DH9552.Photographs are available for this station.
 DH9552
 DH9552.The geoid height was determined by GEOID03.
 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     -   321,490.      673,840.      MT  (+/- 180 meters Scaled)
 DH9552
 DH9552                          SUPERSEDED SURVEY CONTROL
 DH9552
 DH9552.No superseded survey control is available for this station.
 DH9552
 DH9552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN788071(NAD 83)
 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 = OCTOBER  6, 2006
 DG8164 ***********************************************************************
 DG8164  DESIGNATION -  0305 R
 DG8164  PID         -  DG8164
 DG8164  STATE/COUNTY-  MN/BECKER
 DG8164  USGS QUAD   -  CALLAWAY (1959)
 DG8164
 DG8164                         *CURRENT SURVEY CONTROL
 DG8164  ___________________________________________________________________
 DG8164* NAD 83(1996)-  46 58 14.02151(N)    095 54 36.82262(W)     ADJUSTED  
 DG8164* NAVD 88     -       418.690  (meters)    1373.65   (feet)  ADJUSTED  
 DG8164  ___________________________________________________________________
 DG8164  X           -    -448,985.521 (meters)                     COMP
 DG8164  Y           -  -4,337,170.408 (meters)                     COMP
 DG8164  Z           -   4,639,818.684 (meters)                     COMP
 DG8164  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 DG8164  ELLIP HEIGHT-         391.90  (meters)          (12/06/04) GPS OBS
 DG8164  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DG8164  DYNAMIC HT  -         418.716 (meters)    1373.74  (feet)  COMP
 DG8164  MODELED GRAV-     980,663.4   (mgal)                       NAVD 88
 DG8164
 DG8164  HORZ ORDER  -  FIRST
 DG8164  VERT ORDER  -  SECOND    CLASS I
 DG8164  ELLP ORDER  -  FOURTH    CLASS I
 DG8164
 DG8164.The horizontal coordinates were established by GPS observations
 DG8164.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8164
 DG8164.The orthometric height was determined by differential leveling
 DG8164.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8164
 DG8164.The ellipsoidal height was determined by GPS observations
 DG8164.and is referenced to NAD 83.
 DG8164
 DG8164.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8164;SPC MN C     -   320,351.655   673,671.648   MT  0.99998361   -1 12 03.6
 DG8164;UTM  15      - 5,206,004.108   278,633.149   MT  1.00020232   -2 07 41.7
 DG8164
 DG8164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8164!SPC MN C     -   0.99993857  x   0.99998361  =   0.99992218
 DG8164!UTM  15      -   0.99993857  x   1.00020232  =   1.00014088
 DG8164
 DG8164                          SUPERSEDED SURVEY CONTROL
 DG8164
 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_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 = OCTOBER  6, 2006
 DG8165 ***********************************************************************
 DG8165  DESIGNATION -  0305 S
 DG8165  PID         -  DG8165
 DG8165  STATE/COUNTY-  MN/BECKER
 DG8165  USGS QUAD   -  CALLAWAY (1959)
 DG8165
 DG8165                         *CURRENT SURVEY CONTROL
 DG8165  ___________________________________________________________________
 DG8165* NAD 83(1996)-  46 55 13.23200(N)    095 54 39.09394(W)     ADJUSTED  
 DG8165* NAVD 88     -       440.885  (meters)    1446.47   (feet)  ADJUSTED  
 DG8165  ___________________________________________________________________
 DG8165  X           -    -449,454.979 (meters)                     COMP
 DG8165  Y           -  -4,341,238.599 (meters)                     COMP
 DG8165  Z           -   4,636,023.345 (meters)                     COMP
 DG8165  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 DG8165  ELLIP HEIGHT-         414.20  (meters)          (12/06/04) GPS OBS
 DG8165  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DG8165  DYNAMIC HT  -         440.913 (meters)    1446.56  (feet)  COMP
 DG8165  MODELED GRAV-     980,663.6   (mgal)                       NAVD 88
 DG8165
 DG8165  HORZ ORDER  -  FIRST
 DG8165  VERT ORDER  -  SECOND    CLASS I
 DG8165  ELLP ORDER  -  FOURTH    CLASS I
 DG8165
 DG8165.The horizontal coordinates were established by GPS observations
 DG8165.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8165
 DG8165.The orthometric height was determined by differential leveling
 DG8165.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8165
 DG8165.The ellipsoidal height was determined by GPS observations
 DG8165.and is referenced to NAD 83.
 DG8165
 DG8165.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8165;SPC MN C     -   314,771.138   673,506.590   MT  0.99997424   -1 12 05.2
 DG8165;UTM  15      - 5,200,425.739   278,377.830   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  =   1.00013878
 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  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: 15TTN7837800426(NAD 83)
 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 = OCTOBER  6, 2006
 DG8166 ***********************************************************************
 DG8166  DESIGNATION -  0305 T
 DG8166  PID         -  DG8166
 DG8166  STATE/COUNTY-  MN/BECKER
 DG8166  USGS QUAD   -  CALLAWAY (1959)
 DG8166
 DG8166                         *CURRENT SURVEY CONTROL
 DG8166  ___________________________________________________________________
 DG8166* NAD 83(1996)-  46 53 27.21031(N)    095 53 58.31061(W)     ADJUSTED  
 DG8166* NAVD 88     -       442.325  (meters)    1451.19   (feet)  ADJUSTED  
 DG8166  ___________________________________________________________________
 DG8166  X           -    -448,842.461 (meters)                     COMP
 DG8166  Y           -  -4,343,706.663 (meters)                     COMP
 DG8166  Z           -   4,633,787.519 (meters)                     COMP
 DG8166  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 DG8166  ELLIP HEIGHT-         415.72  (meters)          (12/06/04) GPS OBS
 DG8166  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DG8166  DYNAMIC HT  -         442.355 (meters)    1451.29  (feet)  COMP
 DG8166  MODELED GRAV-     980,668.1   (mgal)                       NAVD 88
 DG8166
 DG8166  HORZ ORDER  -  FIRST
 DG8166  VERT ORDER  -  SECOND    CLASS I
 DG8166  ELLP ORDER  -  FOURTH    CLASS I
 DG8166
 DG8166.The horizontal coordinates were established by GPS observations
 DG8166.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8166
 DG8166.The orthometric height was determined by differential leveling
 DG8166.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8166
 DG8166.The ellipsoidal height was determined by GPS observations
 DG8166.and is referenced to NAD 83.
 DG8166
 DG8166.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8166;SPC MN C     -   311,479.930   674,301.098   MT  0.99996911   -1 11 35.7
 DG8166;UTM  15      - 5,197,121.375   279,119.275   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  NAVD 88 (12/06/04)  442.32   (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_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 = OCTOBER  6, 2006
 DG8167 ***********************************************************************
 DG8167  DESIGNATION -  0305 U
 DG8167  PID         -  DG8167
 DG8167  STATE/COUNTY-  MN/BECKER
 DG8167  USGS QUAD   -  CALLAWAY (1959)
 DG8167
 DG8167                         *CURRENT SURVEY CONTROL
 DG8167  ___________________________________________________________________
 DG8167* NAD 83(1996)-  46 52 36.34384(N)    095 53 52.54862(W)     ADJUSTED  
 DG8167* NAVD 88     -       428.828  (meters)    1406.91   (feet)  ADJUSTED  
 DG8167  ___________________________________________________________________
 DG8167  X           -    -448,838.004 (meters)                     COMP
 DG8167  Y           -  -4,344,850.656 (meters)                     COMP
 DG8167  Z           -   4,632,704.031 (meters)                     COMP
 DG8167  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DG8167  ELLIP HEIGHT-         402.25  (meters)          (12/06/04) GPS OBS
 DG8167  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DG8167  DYNAMIC HT  -         428.858 (meters)    1407.01  (feet)  COMP
 DG8167  MODELED GRAV-     980,669.9   (mgal)                       NAVD 88
 DG8167
 DG8167  HORZ ORDER  -  FIRST
 DG8167  VERT ORDER  -  SECOND    CLASS I
 DG8167  ELLP ORDER  -  FOURTH    CLASS I
 DG8167
 DG8167.The horizontal coordinates were established by GPS observations
 DG8167.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8167
 DG8167.The orthometric height was determined by differential leveling
 DG8167.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8167
 DG8167.The ellipsoidal height was determined by GPS observations
 DG8167.and is referenced to NAD 83.
 DG8167
 DG8167.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8167;SPC MN C     -   309,907.017   674,390.369   MT  0.99996674   -1 11 31.5
 DG8167;UTM  15      - 5,195,546.862   279,183.180   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  =   0.99990369
 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  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: 15TTM7918395547(NAD 83)
 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 = OCTOBER  6, 2006
 DI0166 ***********************************************************************
 DI0166  DESIGNATION -  0308 A
 DI0166  PID         -  DI0166
 DI0166  STATE/COUNTY-  MN/BECKER
 DI0166  USGS QUAD   -  OGEMA (1969)
 DI0166
 DI0166                         *CURRENT SURVEY CONTROL
 DI0166  ___________________________________________________________________
 DI0166* NAD 83(1986)-  47 06 10.     (N)    095 55 26.     (W)     SCALED    
 DI0166* NAVD 88     -       387.538  (meters)    1271.45   (feet)  ADJUSTED  
 DI0166  ___________________________________________________________________
 DI0166  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DI0166  DYNAMIC HT  -         387.564 (meters)    1271.53  (feet)  COMP
 DI0166  MODELED GRAV-     980,668.5   (mgal)                       NAVD 88
 DI0166
 DI0166  VERT ORDER  -  SECOND    CLASS I
 DI0166
 DI0166.The horizontal coordinates were scaled from a topographic map and have
 DI0166.an estimated accuracy of +/- 6 seconds.
 DI0166
 DI0166.The orthometric height was determined by differential leveling
 DI0166.and adjusted by the National Geodetic Survey in September 2006..
 DI0166
 DI0166.Photographs are available for this station.
 DI0166
 DI0166.The geoid height was determined by GEOID03.
 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     -   335,070.      672,940.      MT  (+/- 180 meters Scaled)
 DI0166
 DI0166                          SUPERSEDED SURVEY CONTROL
 DI0166
 DI0166.No superseded survey control is available for this station.
 DI0166
 DI0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN781207(NAD 83)
 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 = OCTOBER  6, 2006
 DI0167 ***********************************************************************
 DI0167  DESIGNATION -  0308 B
 DI0167  PID         -  DI0167
 DI0167  STATE/COUNTY-  MN/BECKER
 DI0167  USGS QUAD   -  OGEMA (1969)
 DI0167
 DI0167                         *CURRENT SURVEY CONTROL
 DI0167  ___________________________________________________________________
 DI0167* NAD 83(1986)-  47 05 44.     (N)    095 54 40.     (W)     SCALED    
 DI0167* NAVD 88     -       395.154  (meters)    1296.43   (feet)  ADJUSTED  
 DI0167  ___________________________________________________________________
 DI0167  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DI0167  DYNAMIC HT  -         395.179 (meters)    1296.52  (feet)  COMP
 DI0167  MODELED GRAV-     980,665.5   (mgal)                       NAVD 88
 DI0167
 DI0167  VERT ORDER  -  SECOND    CLASS I
 DI0167
 DI0167.The horizontal coordinates were scaled from a topographic map and have
 DI0167.an estimated accuracy of +/- 6 seconds.
 DI0167
 DI0167.The orthometric height was determined by differential leveling
 DI0167.and adjusted by the National Geodetic Survey in September 2006..
 DI0167
 DI0167.Photographs are available for this station.
 DI0167
 DI0167.The geoid height was determined by GEOID03.
 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     -   334,250.      673,900.      MT  (+/- 180 meters Scaled)
 DI0167
 DI0167                          SUPERSEDED SURVEY CONTROL
 DI0167
 DI0167.No superseded survey control is available for this station.
 DI0167
 DI0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN790198(NAD 83)
 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 = OCTOBER  6, 2006
 DI0168 ***********************************************************************
 DI0168  DESIGNATION -  0308 C
 DI0168  PID         -  DI0168
 DI0168  STATE/COUNTY-  MN/BECKER
 DI0168  USGS QUAD   -  OGEMA (1969)
 DI0168
 DI0168                         *CURRENT SURVEY CONTROL
 DI0168  ___________________________________________________________________
 DI0168* NAD 83(1986)-  47 05 34.     (N)    095 53 25.     (W)     SCALED    
 DI0168* NAVD 88     -       419.262  (meters)    1375.53   (feet)  ADJUSTED  
 DI0168  ___________________________________________________________________
 DI0168  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DI0168  DYNAMIC HT  -         419.287 (meters)    1375.61  (feet)  COMP
 DI0168  MODELED GRAV-     980,661.2   (mgal)                       NAVD 88
 DI0168
 DI0168  VERT ORDER  -  SECOND    CLASS I
 DI0168
 DI0168.The horizontal coordinates were scaled from a topographic map and have
 DI0168.an estimated accuracy of +/- 6 seconds.
 DI0168
 DI0168.The orthometric height was determined by differential leveling
 DI0168.and adjusted by the National Geodetic Survey in September 2006..
 DI0168
 DI0168.Photographs are available for this station.
 DI0168
 DI0168.The geoid height was determined by GEOID03.
 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     -   333,900.      675,470.      MT  (+/- 180 meters Scaled)
 DI0168
 DI0168                          SUPERSEDED SURVEY CONTROL
 DI0168
 DI0168.No superseded survey control is available for this station.
 DI0168
 DI0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN806195(NAD 83)
 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 = OCTOBER  6, 2006
 DF6752 ***********************************************************************
 DF6752  DESIGNATION -  031 31
 DF6752  PID         -  DF6752
 DF6752  STATE/COUNTY-  MN/CASS
 DF6752  USGS QUAD   -  CRYSTAL LAKE (1996)
 DF6752
 DF6752                         *CURRENT SURVEY CONTROL
 DF6752  ___________________________________________________________________
 DF6752* NAD 83(1996)-  46 53 48.08644(N)    094 39 32.70360(W)     ADJUSTED  
 DF6752* NAVD 88     -       440.1    (meters)    1444.     (feet)  GPS OBS   
 DF6752  ___________________________________________________________________
 DF6752  X           -    -354,665.505 (meters)                     COMP
 DF6752  Y           -  -4,351,933.954 (meters)                     COMP
 DF6752  Z           -   4,634,225.661 (meters)                     COMP
 DF6752  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 DF6752  ELLIP HEIGHT-         412.41  (meters)          (08/04/03) GPS OBS
 DF6752  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DF6752
 DF6752  HORZ ORDER  -  FIRST
 DF6752  ELLP ORDER  -  THIRD     CLASS II
 DF6752
 DF6752.The horizontal coordinates were established by GPS observations
 DF6752.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6752
 DF6752.The ellipsoidal height was determined by GPS observations
 DF6752.and is referenced to NAD 83.
 DF6752
 DF6752.The geoid height was determined by GEOID03.
 DF6752
 DF6752;                    North         East     Units Scale Factor Converg.
 DF6752;SPC MN C     -   310,896.111   768,827.832   MT  0.99997010   -0 17 45.3
 DF6752;UTM  15      - 5,195,019.898   373,625.384   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.No superseded survey control is available for this station.
 DF6752
 DF6752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7362595020(NAD 83)
 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 = OCTOBER  6, 2006
 DF6753 ***********************************************************************
 DF6753  DESIGNATION -  033 25
 DF6753  PID         -  DF6753
 DF6753  STATE/COUNTY-  MN/HUBBARD
 DF6753  USGS QUAD   -  NEVIS (1980)
 DF6753
 DF6753                         *CURRENT SURVEY CONTROL
 DF6753  ___________________________________________________________________
 DF6753* NAD 83(1996)-  46 54 49.74539(N)    094 47 50.42494(W)     ADJUSTED  
 DF6753* NAVD 88     -       436.1    (meters)    1431.     (feet)  GPS OBS   
 DF6753  ___________________________________________________________________
 DF6753  X           -    -365,049.264 (meters)                     COMP
 DF6753  Y           -  -4,349,677.255 (meters)                     COMP
 DF6753  Z           -   4,635,523.797 (meters)                     COMP
 DF6753  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 DF6753  ELLIP HEIGHT-         408.57  (meters)          (08/04/03) GPS OBS
 DF6753  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DF6753
 DF6753  HORZ ORDER  -  FIRST
 DF6753  ELLP ORDER  -  THIRD     CLASS II
 DF6753
 DF6753.The horizontal coordinates were established by GPS observations
 DF6753.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6753
 DF6753.The ellipsoidal height was determined by GPS observations
 DF6753.and is referenced to NAD 83.
 DF6753
 DF6753.The geoid height was determined by GEOID03.
 DF6753
 DF6753;                    North         East     Units Scale Factor Converg.
 DF6753;SPC MN C     -   312,863.664   758,306.054   MT  0.99997308   -0 23 45.4
 DF6753;UTM  15      - 5,197,155.111   363,138.077   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.No superseded survey control is available for this station.
 DF6753
 DF6753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6313897155(NAD 83)
 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 = OCTOBER  6, 2006
 DF6754 ***********************************************************************
 DF6754  DESIGNATION -  033 32
 DF6754  PID         -  DF6754
 DF6754  STATE/COUNTY-  MN/HUBBARD
 DF6754  USGS QUAD   -  DORSET (1980)
 DF6754
 DF6754                         *CURRENT SURVEY CONTROL
 DF6754  ___________________________________________________________________
 DF6754* NAD 83(1996)-  46 53 49.73723(N)    094 52 57.41178(W)     ADJUSTED  
 DF6754* NAVD 88     -       430.8    (meters)    1413.     (feet)  GPS OBS   
 DF6754  ___________________________________________________________________
 DF6754  X           -    -371,637.424 (meters)                     COMP
 DF6754  Y           -  -4,350,473.941 (meters)                     COMP
 DF6754  Z           -   4,634,253.911 (meters)                     COMP
 DF6754  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 DF6754  ELLIP HEIGHT-         403.39  (meters)          (08/04/03) GPS OBS
 DF6754  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DF6754
 DF6754  HORZ ORDER  -  FIRST
 DF6754  ELLP ORDER  -  THIRD     CLASS II
 DF6754
 DF6754.The horizontal coordinates were established by GPS observations
 DF6754.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6754
 DF6754.The ellipsoidal height was determined by GPS observations
 DF6754.and is referenced to NAD 83.
 DF6754
 DF6754.The geoid height was determined by GEOID03.
 DF6754
 DF6754;                    North         East     Units Scale Factor Converg.
 DF6754;SPC MN C     -   311,059.093   751,795.580   MT  0.99997018   -0 27 27.5
 DF6754;UTM  15      - 5,195,455.190   356,600.407   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  =   0.99990695
 DF6754!UTM  15      -   0.99993677  x   0.99985274  =   0.99978952
 DF6754
 DF6754                          SUPERSEDED SURVEY CONTROL
 DF6754
 DF6754.No superseded survey control is available for this station.
 DF6754
 DF6754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5660095455(NAD 83)
 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 = OCTOBER  6, 2006
 DF6755 ***********************************************************************
 DF6755  DESIGNATION -  034 6
 DF6755  PID         -  DF6755
 DF6755  STATE/COUNTY-  MN/HUBBARD
 DF6755  USGS QUAD   -  PARK RAPIDS (1980)
 DF6755
 DF6755                         *CURRENT SURVEY CONTROL
 DF6755  ___________________________________________________________________
 DF6755* NAD 83(1996)-  46 58 36.94744(N)    095 01 38.33237(W)     ADJUSTED  
 DF6755* NAVD 88     -       452.4    (meters)    1484.     (feet)  GPS OBS   
 DF6755  ___________________________________________________________________
 DF6755  X           -    -382,056.750 (meters)                     COMP
 DF6755  Y           -  -4,343,080.898 (meters)                     COMP
 DF6755  Z           -   4,640,326.034 (meters)                     COMP
 DF6755  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 DF6755  ELLIP HEIGHT-         425.07  (meters)          (08/04/03) GPS OBS
 DF6755  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DF6755
 DF6755  HORZ ORDER  -  FIRST
 DF6755  ELLP ORDER  -  THIRD     CLASS II
 DF6755
 DF6755.The horizontal coordinates were established by GPS observations
 DF6755.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6755
 DF6755.The ellipsoidal height was determined by GPS observations
 DF6755.and is referenced to NAD 83.
 DF6755
 DF6755.The geoid height was determined by GEOID03.
 DF6755
 DF6755;                    North         East     Units Scale Factor Converg.
 DF6755;SPC MN C     -   320,025.782   740,856.969   MT  0.99998485   -0 33 44.3
 DF6755;UTM  15      - 5,204,595.135   345,808.092   MT  0.99989222   -1 28 56.7
 DF6755
 DF6755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6755!SPC MN C     -   0.99993337  x   0.99998485  =   0.99991823
 DF6755!UTM  15      -   0.99993337  x   0.99989222  =   0.99982560
 DF6755
 DF6755                          SUPERSEDED SURVEY CONTROL
 DF6755
 DF6755.No superseded survey control is available for this station.
 DF6755
 DF6755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4580804595(NAD 83)
 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 = OCTOBER  6, 2006
 DF6756 ***********************************************************************
 DF6756  DESIGNATION -  035 31
 DF6756  PID         -  DF6756
 DF6756  STATE/COUNTY-  MN/HUBBARD
 DF6756  USGS QUAD   -  PARK RAPIDS NW (1969)
 DF6756
 DF6756                         *CURRENT SURVEY CONTROL
 DF6756  ___________________________________________________________________
 DF6756* NAD 83(1996)-  46 53 32.12763(N)    095 09 44.16271(W)     ADJUSTED  
 DF6756* NAVD 88     -       446.3    (meters)    1464.     (feet)  GPS OBS   
 DF6756  ___________________________________________________________________
 DF6756  X           -    -392,903.687 (meters)                     COMP
 DF6756  Y           -  -4,349,014.369 (meters)                     COMP
 DF6756  Z           -   4,633,893.793 (meters)                     COMP
 DF6756  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 DF6756  ELLIP HEIGHT-         419.14  (meters)          (08/04/03) GPS OBS
 DF6756  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DF6756
 DF6756  HORZ ORDER  -  FIRST
 DF6756  ELLP ORDER  -  THIRD     CLASS II
 DF6756
 DF6756.The horizontal coordinates were established by GPS observations
 DF6756.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6756
 DF6756.The ellipsoidal height was determined by GPS observations
 DF6756.and is referenced to NAD 83.
 DF6756
 DF6756.The geoid height was determined by GEOID03.
 DF6756
 DF6756;                    North         East     Units Scale Factor Converg.
 DF6756;SPC MN C     -   310,723.173   730,480.905   MT  0.99996934   -0 39 35.7
 DF6756;UTM  15      - 5,195,460.841   335,284.740   MT  0.99993347   -1 34 44.3
 DF6756
 DF6756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6756!SPC MN C     -   0.99993430  x   0.99996934  =   0.99990365
 DF6756!UTM  15      -   0.99993430  x   0.99993347  =   0.99986778
 DF6756
 DF6756                          SUPERSEDED SURVEY CONTROL
 DF6756
 DF6756.No superseded survey control is available for this station.
 DF6756
 DF6756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3528595461(NAD 83)
 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 = OCTOBER  6, 2006
 DF6757 ***********************************************************************
 DF6757  DESIGNATION -  035 6
 DF6757  PID         -  DF6757
 DF6757  STATE/COUNTY-  MN/HUBBARD
 DF6757  USGS QUAD   -  PARK RAPIDS NW (1969)
 DF6757
 DF6757                         *CURRENT SURVEY CONTROL
 DF6757  ___________________________________________________________________
 DF6757* NAD 83(1996)-  46 57 52.36307(N)    095 08 55.79510(W)     ADJUSTED  
 DF6757* NAVD 88     -       451.6    (meters)    1482.     (feet)  GPS OBS   
 DF6757  ___________________________________________________________________
 DF6757  X           -    -391,357.323 (meters)                     COMP
 DF6757  Y           -  -4,343,262.862 (meters)                     COMP
 DF6757  Z           -   4,639,386.033 (meters)                     COMP
 DF6757  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 DF6757  ELLIP HEIGHT-         424.45  (meters)          (08/04/03) GPS OBS
 DF6757  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DF6757
 DF6757  HORZ ORDER  -  FIRST
 DF6757  ELLP ORDER  -  THIRD     CLASS II
 DF6757
 DF6757.The horizontal coordinates were established by GPS observations
 DF6757.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6757
 DF6757.The ellipsoidal height was determined by GPS observations
 DF6757.and is referenced to NAD 83.
 DF6757
 DF6757.The geoid height was determined by GEOID03.
 DF6757
 DF6757;                    North         East     Units Scale Factor Converg.
 DF6757;SPC MN C     -   318,746.930   731,595.898   MT  0.99998244   -0 39 00.7
 DF6757;UTM  15      - 5,203,465.304   336,528.353   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  =   0.99991591
 DF6757!UTM  15      -   0.99993347  x   0.99992845  =   0.99986193
 DF6757
 DF6757                          SUPERSEDED SURVEY CONTROL
 DF6757
 DF6757.No superseded survey control is available for this station.
 DF6757
 DF6757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3652803465(NAD 83)
 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 = OCTOBER  6, 2006
 DE9775 ***********************************************************************
 DE9775  DESIGNATION -  0401 B
 DE9775  PID         -  DE9775
 DE9775  STATE/COUNTY-  MN/BELTRAMI
 DE9775  USGS QUAD   -  GOOD LAKE (1972)
 DE9775
 DE9775                         *CURRENT SURVEY CONTROL
 DE9775  ___________________________________________________________________
 DE9775* NAD 83(1996)-  48 07 19.10933(N)    095 33 13.33899(W)     ADJUSTED  
 DE9775* NAVD 88     -       362.932  (meters)    1190.72   (feet)  ADJUSTED  
 DE9775  ___________________________________________________________________
 DE9775  X           -    -412,843.845 (meters)                     COMP
 DE9775  Y           -  -4,245,828.902 (meters)                     COMP
 DE9775  Z           -   4,726,190.509 (meters)                     COMP
 DE9775  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 DE9775  ELLIP HEIGHT-         335.48  (meters)          (01/24/03) GPS OBS
 DE9775  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DE9775  DYNAMIC HT  -         363.005 (meters)    1190.96  (feet)  COMP
 DE9775  MODELED GRAV-     980,801.9   (mgal)                       NAVD 88
 DE9775
 DE9775  HORZ ORDER  -  FIRST
 DE9775  VERT ORDER  -  SECOND    CLASS I
 DE9775  ELLP ORDER  -  FOURTH    CLASS I
 DE9775
 DE9775.The horizontal coordinates were established by GPS observations
 DE9775.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9775
 DE9775.The orthometric height was determined by differential leveling
 DE9775.and adjusted by the National Geodetic Survey in April 2004..
 DE9775.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DE9775
 DE9775.The ellipsoidal height was determined by GPS observations
 DE9775.and is referenced to NAD 83.
 DE9775
 DE9775.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9775;SPC MN N     -   283,220.908   617,369.568   MT  0.99991531   -1 49 07.4
 DE9775;UTM  15      - 5,333,011.648   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  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: 15UUP0996133012(NAD 83)
 DE9775_MARKER: DB = BENCH MARK DISK
 DE9775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9775_STAMPING: 0401 B
 DE9775_MARK LOGO: MNHD  
 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 - October 23, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7369 ***********************************************************************
 DF7369  DESIGNATION -  0401 C
 DF7369  PID         -  DF7369
 DF7369  STATE/COUNTY-  MN/BELTRAMI
 DF7369  USGS QUAD   -  GOOD LAKE (1972)
 DF7369
 DF7369                         *CURRENT SURVEY CONTROL
 DF7369  ___________________________________________________________________
 DF7369* NAD 83(1986)-  48 07 19.     (N)    095 31 05.     (W)     SCALED    
 DF7369* NAVD 88     -       363.808  (meters)    1193.59   (feet)  ADJUSTED  
 DF7369  ___________________________________________________________________
 DF7369  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DF7369  DYNAMIC HT  -         363.880 (meters)    1193.83  (feet)  COMP
 DF7369  MODELED GRAV-     980,799.7   (mgal)                       NAVD 88
 DF7369
 DF7369  VERT ORDER  -  SECOND    CLASS I
 DF7369
 DF7369.The horizontal coordinates were scaled from a topographic map and have
 DF7369.an estimated accuracy of +/- 6 seconds.
 DF7369
 DF7369.The orthometric height was determined by differential leveling
 DF7369.and adjusted by the National Geodetic Survey in April 2004..
 DF7369.No vertical observational check was made to the station.
 DF7369
 DF7369.The geoid height was determined by GEOID03.
 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     -   283,130.      620,020.      MT  (+/- 180 meters Scaled)
 DF7369
 DF7369                          SUPERSEDED SURVEY CONTROL
 DF7369
 DF7369.No superseded survey control is available for this station.
 DF7369
 DF7369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP126329(NAD 83)
 DF7369_MARKER: DD = SURVEY DISK
 DF7369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 DE9776 ***********************************************************************
 DE9776  DESIGNATION -  0401 E
 DE9776  PID         -  DE9776
 DE9776  STATE/COUNTY-  MN/BELTRAMI
 DE9776  USGS QUAD   -  GOOD LAKE (1972)
 DE9776
 DE9776                         *CURRENT SURVEY CONTROL
 DE9776  ___________________________________________________________________
 DE9776* NAD 83(1996)-  48 07 20.82772(N)    095 34 16.54378(W)     ADJUSTED  
 DE9776* NAVD 88     -       361.059  (meters)    1184.57   (feet)  ADJUSTED  
 DE9776  ___________________________________________________________________
 DE9776  X           -    -414,140.900 (meters)                     COMP
 DE9776  Y           -  -4,245,661.641 (meters)                     COMP
 DE9776  Z           -   4,726,224.571 (meters)                     COMP
 DE9776  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 DE9776  ELLIP HEIGHT-         333.64  (meters)          (01/24/03) GPS OBS
 DE9776  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DE9776  DYNAMIC HT  -         361.132 (meters)    1184.81  (feet)  COMP
 DE9776  MODELED GRAV-     980,803.3   (mgal)                       NAVD 88
 DE9776
 DE9776  HORZ ORDER  -  FIRST
 DE9776  VERT ORDER  -  SECOND    CLASS I
 DE9776  ELLP ORDER  -  FOURTH    CLASS I
 DE9776
 DE9776.The horizontal coordinates were established by GPS observations
 DE9776.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9776
 DE9776.The orthometric height was determined by differential leveling
 DE9776.and adjusted by the National Geodetic Survey in April 2004..
 DE9776.No vertical observational check was made to the station.
 DE9776
 DE9776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9776
 DE9776.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9776
 DE9776.The ellipsoidal height was determined by GPS observations
 DE9776.and is referenced to NAD 83.
 DE9776
 DE9776.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9776;SPC MN N     -   283,315.581   616,064.941   MT  0.99991535   -1 49 54.3
 DE9776;UTM  15      - 5,333,108.230   308,656.664   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  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: 15UUP0865733108(NAD 83)
 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 = OCTOBER  6, 2006
 DF7592 ***********************************************************************
 DF7592  DESIGNATION -  0401 E 1
 DF7592  PID         -  DF7592
 DF7592  STATE/COUNTY-  MN/BELTRAMI
 DF7592  USGS QUAD   -  ERIE NE (1973)
 DF7592
 DF7592                         *CURRENT SURVEY CONTROL
 DF7592  ___________________________________________________________________
 DF7592* NAD 83(1986)-  48 08 32.     (N)    095 34 22.     (W)     SCALED    
 DF7592* NAVD 88     -       361.573  (meters)    1186.26   (feet)  ADJUSTED  
 DF7592  ___________________________________________________________________
 DF7592  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DF7592  DYNAMIC HT  -         361.648 (meters)    1186.51  (feet)  COMP
 DF7592  MODELED GRAV-     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
 DF7592.and adjusted by the National Geodetic Survey in April 2004..
 DF7592
 DF7592.The geoid height was determined by GEOID03.
 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.No superseded survey control is available for this station.
 DF7592
 DF7592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP086353(NAD 83)
 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 = OCTOBER  6, 2006
 DF7593 ***********************************************************************
 DF7593  DESIGNATION -  0401 E 2
 DF7593  PID         -  DF7593
 DF7593  STATE/COUNTY-  MN/BELTRAMI
 DF7593  USGS QUAD   -  ERIE NE (1973)
 DF7593
 DF7593                         *CURRENT SURVEY CONTROL
 DF7593  ___________________________________________________________________
 DF7593* NAD 83(1986)-  48 09 45.     (N)    095 34 39.     (W)     SCALED    
 DF7593* NAVD 88     -       361.110  (meters)    1184.74   (feet)  ADJUSTED  
 DF7593  ___________________________________________________________________
 DF7593  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DF7593  DYNAMIC HT  -         361.186 (meters)    1184.99  (feet)  COMP
 DF7593  MODELED GRAV-     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
 DF7593.and adjusted by the National Geodetic Survey in April 2004..
 DF7593
 DF7593.The geoid height was determined by GEOID03.
 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.No superseded survey control is available for this station.
 DF7593
 DF7593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP083375(NAD 83)
 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 = OCTOBER  6, 2006
 DF7595 ***********************************************************************
 DF7595  DESIGNATION -  0401 E 3
 DF7595  PID         -  DF7595
 DF7595  STATE/COUNTY-  MN/BELTRAMI
 DF7595  USGS QUAD   -  ERIE NE (1973)
 DF7595
 DF7595                         *CURRENT SURVEY CONTROL
 DF7595  ___________________________________________________________________
 DF7595* NAD 83(1986)-  48 10 46.     (N)    095 32 59.     (W)     SCALED    
 DF7595* NAVD 88     -       362.070  (meters)    1187.89   (feet)  ADJUSTED  
 DF7595  ___________________________________________________________________
 DF7595  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DF7595  DYNAMIC HT  -         362.146 (meters)    1188.14  (feet)  COMP
 DF7595  MODELED GRAV-     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
 DF7595.and adjusted by the National Geodetic Survey in April 2004..
 DF7595
 DF7595.The geoid height was determined by GEOID03.
 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.No superseded survey control is available for this station.
 DF7595
 DF7595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP104393(NAD 83)
 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 = OCTOBER  6, 2006
 DE9774 ***********************************************************************
 DE9774  DESIGNATION -  0401 F
 DE9774  PID         -  DE9774
 DE9774  STATE/COUNTY-  MN/BELTRAMI
 DE9774  USGS QUAD   -  GOOD LAKE (1972)
 DE9774
 DE9774                         *CURRENT SURVEY CONTROL
 DE9774  ___________________________________________________________________
 DE9774* NAD 83(1996)-  48 07 20.42380(N)    095 31 42.37784(W)     ADJUSTED  
 DE9774* NAVD 88     -       362.736  (meters)    1190.08   (feet)  ADJUSTED  
 DE9774  ___________________________________________________________________
 DE9774  X           -    -410,968.501 (meters)                     COMP
 DE9774  Y           -  -4,245,980.307 (meters)                     COMP
 DE9774  Z           -   4,726,217.441 (meters)                     COMP
 DE9774  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 DE9774  ELLIP HEIGHT-         335.25  (meters)          (01/24/03) GPS OBS
 DE9774  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DE9774  DYNAMIC HT  -         362.809 (meters)    1190.32  (feet)  COMP
 DE9774  MODELED GRAV-     980,800.3   (mgal)                       NAVD 88
 DE9774
 DE9774  HORZ ORDER  -  FIRST
 DE9774  VERT ORDER  -  SECOND    CLASS I
 DE9774  ELLP ORDER  -  FOURTH    CLASS I
 DE9774
 DE9774.The horizontal coordinates were established by GPS observations
 DE9774.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9774
 DE9774.The orthometric height was determined by differential leveling
 DE9774.and adjusted by the National Geodetic Survey in April 2004..
 DE9774.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DE9774
 DE9774.The ellipsoidal height was determined by GPS observations
 DE9774.and is referenced to NAD 83.
 DE9774
 DE9774.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9774;SPC MN N     -   283,202.095   619,250.855   MT  0.99991534   -1 48 00.0
 DE9774;UTM  15      - 5,332,990.101   311,842.814   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  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: 15UUP1184332990(NAD 83)
 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 - September 07, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9773 ***********************************************************************
 DE9773  DESIGNATION -  0401 G
 DE9773  PID         -  DE9773
 DE9773  STATE/COUNTY-  MN/BELTRAMI
 DE9773  USGS QUAD   -  CAHILL LAKE (1973)
 DE9773
 DE9773                         *CURRENT SURVEY CONTROL
 DE9773  ___________________________________________________________________
 DE9773* NAD 83(1996)-  48 07 19.96950(N)    095 29 33.68162(W)     ADJUSTED  
 DE9773* NAVD 88     -       362.987  (meters)    1190.90   (feet)  ADJUSTED  
 DE9773  ___________________________________________________________________
 DE9773  X           -    -408,320.210 (meters)                     COMP
 DE9773  Y           -  -4,246,246.426 (meters)                     COMP
 DE9773  Z           -   4,726,208.215 (meters)                     COMP
 DE9773  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 DE9773  ELLIP HEIGHT-         335.44  (meters)          (01/24/03) GPS OBS
 DE9773  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DE9773  DYNAMIC HT  -         363.058 (meters)    1191.13  (feet)  COMP
 DE9773  MODELED GRAV-     980,797.5   (mgal)                       NAVD 88
 DE9773
 DE9773  HORZ ORDER  -  FIRST
 DE9773  VERT ORDER  -  SECOND    CLASS I
 DE9773  ELLP ORDER  -  FOURTH    CLASS I
 DE9773
 DE9773.The horizontal coordinates were established by GPS observations
 DE9773.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9773
 DE9773.The orthometric height was determined by differential leveling
 DE9773.and adjusted by the National Geodetic Survey in April 2004..
 DE9773.No vertical observational check was made to the station.
 DE9773
 DE9773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9773
 DE9773.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9773
 DE9773.The ellipsoidal height was determined by GPS observations
 DE9773.and is referenced to NAD 83.
 DE9773
 DE9773.The geoid height was determined by GEOID03.
 DE9773
 DE9773.The dynamic height is computed by dividing the NAVD 88
 DE9773.geopotential number by the normal gravity value computed on the
 DE9773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9773.degrees latitude (g = 980.6199 gals.).
 DE9773
 DE9773.The modeled gravity was interpolated from observed gravity values.
 DE9773
 DE9773;                    North         East     Units Scale Factor Converg.
 DE9773;SPC MN N     -   283,105.094   621,910.366   MT  0.99991533   -1 46 24.6
 DE9773;UTM  15      - 5,332,889.233   314,502.484   MT  1.00002281   -1 51 23.4
 DE9773
 DE9773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9773!SPC MN N     -   0.99994743  x   0.99991533  =   0.99986276
 DE9773!UTM  15      -   0.99994743  x   1.00002281  =   0.99997024
 DE9773
 DE9773:                Primary Azimuth Mark                     Grid Az
 DE9773:SPC MN N     -  0401 H                                   091 55 08.8
 DE9773:UTM  15      -  0401 H                                   092 00 07.6
 DE9773
 DE9773|---------------------------------------------------------------------|
 DE9773| PID    Reference Object                     Distance      Geod. Az  |
 DE9773|                                                           dddmmss.s |
 DE9773| DE9772 0401 H                              APPROX. 1.2 KM 0900844.2 |
 DE9773|---------------------------------------------------------------------|
 DE9773
 DE9773                          SUPERSEDED SURVEY CONTROL
 DE9773
 DE9773  NAVD 88 (01/24/03)  362.97   (m)         1190.8    (f) LEVELING    3  
 DE9773
 DE9773.Superseded values are not recommended for survey control.
 DE9773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9773.See file dsdata.txt to determine how the superseded data were derived.
 DE9773
 DE9773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1450232889(NAD 83)
 DE9773_MARKER: DD = SURVEY DISK
 DE9773_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9773_STAMPING: 0401 G 2001
 DE9773_MARK LOGO: MNDT  
 DE9773_PROJECTION: FLUSH
 DE9773_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9773+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 DE9773_ROD/PIPE-DEPTH:  4.6 meters
 DE9773
 DE9773  HISTORY     - Date     Condition        Report By
 DE9773  HISTORY     - 2001     MONUMENTED       MNDT
 DE9773  HISTORY     - 20010907 GOOD             MNDT
 DE9773
 DE9773                          STATION DESCRIPTION
 DE9773
 DE9773'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9773'13 MI (20.9 KM) SW OF THORHULT, 11.35 MI (18.27 KM) WEST ALONG TH 1
 DE9773'FROM JCT OF TH 89, AT TH 1 MP 78.0, 26.9 FT (8.2 M) NORTH OF TH 1,
 DE9773'53.7 FT (16.4 M) NORTH OF MILEPOST 78, 1.7 FT (0.5 M) SOUTH OF WIT
 DE9773'POST.
 DE9773
 DE9773                          STATION RECOVERY (2001)
 DE9773
 DE9773'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9773'THE MARK IS 13 MI (20.9 KM) SW OF THORHULT, 11.35 MI (18.27 KM) WEST
 DE9773'ALONG TH 1 FROM NORTH JCT OF TH 1 AND TH 89 (7 MI SOUTH OF THORHULT),
 DE9773'AT TH 1 MP 78.0, 26.9 FT (8.2 M) NORTH OF TH 1, 53.7 FT (16.4 M) NORTH
 DE9773'OF MILEPOST 78, 1.7 FT (0.5 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND
 DE9773'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9772 ***********************************************************************
 DE9772  DESIGNATION -  0401 H
 DE9772  PID         -  DE9772
 DE9772  STATE/COUNTY-  MN/BELTRAMI
 DE9772  USGS QUAD   -  CAHILL LAKE (1973)
 DE9772
 DE9772                         *CURRENT SURVEY CONTROL
 DE9772  ___________________________________________________________________
 DE9772* NAD 83(1996)-  48 07 19.86966(N)    095 28 37.26504(W)     ADJUSTED  
 DE9772* NAVD 88     -       363.625  (meters)    1192.99   (feet)  ADJUSTED  
 DE9772  ___________________________________________________________________
 DE9772  X           -    -407,159.039 (meters)                     COMP
 DE9772  Y           -  -4,246,360.640 (meters)                     COMP
 DE9772  Z           -   4,726,206.611 (meters)                     COMP
 DE9772  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 DE9772  ELLIP HEIGHT-         336.05  (meters)          (01/24/03) GPS OBS
 DE9772  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DE9772  DYNAMIC HT  -         363.696 (meters)    1193.23  (feet)  COMP
 DE9772  MODELED GRAV-     980,796.5   (mgal)                       NAVD 88
 DE9772
 DE9772  HORZ ORDER  -  FIRST
 DE9772  VERT ORDER  -  SECOND    CLASS I
 DE9772  ELLP ORDER  -  FOURTH    CLASS I
 DE9772
 DE9772.The horizontal coordinates were established by GPS observations
 DE9772.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9772
 DE9772.The orthometric height was determined by differential leveling
 DE9772.and adjusted by the National Geodetic Survey in April 2004..
 DE9772.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DE9772
 DE9772.The ellipsoidal height was determined by GPS observations
 DE9772.and is referenced to NAD 83.
 DE9772
 DE9772.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9772;SPC MN N     -   283,066.026   623,076.326   MT  0.99991533   -1 45 42.8
 DE9772;UTM  15      - 5,332,848.471   315,668.509   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                                   271 55 09.0
 DE9772:UTM  15      -  0401 G                                   272 00 07.6
 DE9772
 DE9772|---------------------------------------------------------------------|
 DE9772| PID    Reference Object                     Distance      Geod. Az  |
 DE9772|                                                           dddmmss.s |
 DE9772| DE9773 0401 G                              APPROX. 1.2 KM 2700926.2 |
 DE9772|---------------------------------------------------------------------|
 DE9772
 DE9772                          SUPERSEDED SURVEY CONTROL
 DE9772
 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: 15UUP1566932848(NAD 83)
 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 07, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9771 ***********************************************************************
 DE9771  DESIGNATION -  0401 J
 DE9771  PID         -  DE9771
 DE9771  STATE/COUNTY-  MN/BELTRAMI
 DE9771  USGS QUAD   -  CAHILL LAKE (1973)
 DE9771
 DE9771                         *CURRENT SURVEY CONTROL
 DE9771  ___________________________________________________________________
 DE9771* NAD 83(1996)-  48 07 19.46484(N)    095 26 58.25974(W)     ADJUSTED  
 DE9771* NAVD 88     -       363.913  (meters)    1193.94   (feet)  ADJUSTED  
 DE9771  ___________________________________________________________________
 DE9771  X           -    -405,121.677 (meters)                     COMP
 DE9771  Y           -  -4,246,565.018 (meters)                     COMP
 DE9771  Z           -   4,726,198.450 (meters)                     COMP
 DE9771  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 DE9771  ELLIP HEIGHT-         336.30  (meters)          (01/24/03) GPS OBS
 DE9771  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DE9771  DYNAMIC HT  -         363.984 (meters)    1194.17  (feet)  COMP
 DE9771  MODELED GRAV-     980,794.7   (mgal)                       NAVD 88
 DE9771
 DE9771  HORZ ORDER  -  FIRST
 DE9771  VERT ORDER  -  SECOND    CLASS I
 DE9771  ELLP ORDER  -  FOURTH    CLASS I
 DE9771
 DE9771.The horizontal coordinates were established by GPS observations
 DE9771.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9771
 DE9771.The orthometric height was determined by differential leveling
 DE9771.and adjusted by the National Geodetic Survey in April 2004..
 DE9771.No vertical observational check was made to the station.
 DE9771
 DE9771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9771
 DE9771.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9771
 DE9771.The ellipsoidal height was determined by GPS observations
 DE9771.and is referenced to NAD 83.
 DE9771
 DE9771.The geoid height was determined by GEOID03.
 DE9771
 DE9771.The dynamic height is computed by dividing the NAVD 88
 DE9771.geopotential number by the normal gravity value computed on the
 DE9771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9771.degrees latitude (g = 980.6199 gals.).
 DE9771
 DE9771.The modeled gravity was interpolated from observed gravity values.
 DE9771
 DE9771;                    North         East     Units Scale Factor Converg.
 DE9771;SPC MN N     -   282,990.947   625,122.273   MT  0.99991532   -1 44 29.4
 DE9771;UTM  15      - 5,332,770.425   317,714.544   MT  1.00000830   -1 49 27.6
 DE9771
 DE9771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9771!SPC MN N     -   0.99994729  x   0.99991532  =   0.99986262
 DE9771!UTM  15      -   0.99994729  x   1.00000830  =   0.99995559
 DE9771
 DE9771                          SUPERSEDED SURVEY CONTROL
 DE9771
 DE9771  NAVD 88 (01/24/03)  363.90   (m)         1193.9    (f) LEVELING    3  
 DE9771
 DE9771.Superseded values are not recommended for survey control.
 DE9771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9771.See file dsdata.txt to determine how the superseded data were derived.
 DE9771
 DE9771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1771532770(NAD 83)
 DE9771_MARKER: DD = SURVEY DISK
 DE9771_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9771_STAMPING: 0401 J 2001
 DE9771_MARK LOGO: MNDT  
 DE9771_PROJECTION: FLUSH
 DE9771_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9771+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 DE9771_ROD/PIPE-DEPTH:  4.0 meters
 DE9771
 DE9771  HISTORY     - Date     Condition        Report By
 DE9771  HISTORY     - 2001     MONUMENTED       MNDT
 DE9771  HISTORY     - 20010907 GOOD             MNDT
 DE9771
 DE9771                          STATION DESCRIPTION
 DE9771
 DE9771'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9771'11.25 MI (18.10 KM) SW OF THORHULT, 9.35 MI (15.05 KM) WEST ALONG TH 1
 DE9771'FROM JCT OF TH 89, AT TH 1 MP 80.0, 25 FT (7.6 M) NORTH OF TH 1, 50 FT
 DE9771'(15.2 M) NORTH OF MILEPOST 80, 1.4 FT (0.4 M) SOUTH OF WIT POST.
 DE9771
 DE9771                          STATION RECOVERY (2001)
 DE9771
 DE9771'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9771'THE MARK IS 11.25 MI (18.10 KM) SW OF THORHULT, 9.35 MI (15.05 KM)
 DE9771'WEST ALONG TH 1 FROM NORTH JCT OF TH 1 AND TH 89 (7 MI SOUTH OF
 DE9771'THORHULT), AT TH 1 MP 80.0, 25 FT (7.6 M) NORTH OF TH 1, 50 FT (15.2
 DE9771'M) NORTH OF MILEPOST 80, 1.4 FT (0.4 M) SOUTH OF WIT POST, FLUSH,
 DE9771'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9770 ***********************************************************************
 DE9770  DESIGNATION -  0401 K
 DE9770  PID         -  DE9770
 DE9770  STATE/COUNTY-  MN/BELTRAMI
 DE9770  USGS QUAD   -  CAHILL LAKE (1973)
 DE9770
 DE9770                         *CURRENT SURVEY CONTROL
 DE9770  ___________________________________________________________________
 DE9770* NAD 83(1996)-  48 07 19.40068(N)    095 25 40.46281(W)     ADJUSTED  
 DE9770* NAVD 88     -       364.501  (meters)    1195.87   (feet)  ADJUSTED  
 DE9770  ___________________________________________________________________
 DE9770  X           -    -403,520.145 (meters)                     COMP
 DE9770  Y           -  -4,246,719.356 (meters)                     COMP
 DE9770  Z           -   4,726,197.544 (meters)                     COMP
 DE9770  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 DE9770  ELLIP HEIGHT-         336.86  (meters)          (01/24/03) GPS OBS
 DE9770  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DE9770  DYNAMIC HT  -         364.571 (meters)    1196.10  (feet)  COMP
 DE9770  MODELED GRAV-     980,793.2   (mgal)                       NAVD 88
 DE9770
 DE9770  HORZ ORDER  -  FIRST
 DE9770  VERT ORDER  -  SECOND    CLASS I
 DE9770  ELLP ORDER  -  FOURTH    CLASS I
 DE9770
 DE9770.The horizontal coordinates were established by GPS observations
 DE9770.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9770
 DE9770.The orthometric height was determined by differential leveling
 DE9770.and adjusted by the National Geodetic Survey in April 2004..
 DE9770.No vertical observational check was made to the station.
 DE9770
 DE9770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9770
 DE9770.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9770
 DE9770.The ellipsoidal height was determined by GPS observations
 DE9770.and is referenced to NAD 83.
 DE9770
 DE9770.The geoid height was determined by GEOID03.
 DE9770
 DE9770.The dynamic height is computed by dividing the NAVD 88
 DE9770.geopotential number by the normal gravity value computed on the
 DE9770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9770.degrees latitude (g = 980.6199 gals.).
 DE9770
 DE9770.The modeled gravity was interpolated from observed gravity values.
 DE9770
 DE9770;                    North         East     Units Scale Factor Converg.
 DE9770;SPC MN N     -   282,940.301   626,730.205   MT  0.99991532   -1 43 31.8
 DE9770;UTM  15      - 5,332,717.452   319,322.546   MT  1.00000112   -1 48 29.6
 DE9770
 DE9770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9770!SPC MN N     -   0.99994721  x   0.99991532  =   0.99986253
 DE9770!UTM  15      -   0.99994721  x   1.00000112  =   0.99994833
 DE9770
 DE9770                          SUPERSEDED SURVEY CONTROL
 DE9770
 DE9770  NAVD 88 (01/24/03)  364.48   (m)         1195.8    (f) LEVELING    3  
 DE9770
 DE9770.Superseded values are not recommended for survey control.
 DE9770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9770.See file dsdata.txt to determine how the superseded data were derived.
 DE9770
 DE9770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1932332717(NAD 83)
 DE9770_MARKER: DD = SURVEY DISK
 DE9770_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9770_STAMPING: 0401 K 2001
 DE9770_MARK LOGO: MNDT  
 DE9770_PROJECTION: FLUSH
 DE9770_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9770+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 DE9770_ROD/PIPE-DEPTH:  4.3 meters
 DE9770
 DE9770  HISTORY     - Date     Condition        Report By
 DE9770  HISTORY     - 2001     MONUMENTED       MNDT
 DE9770  HISTORY     - 20010907 GOOD             MNDT
 DE9770
 DE9770                          STATION DESCRIPTION
 DE9770
 DE9770'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9770'10.25 MI (16.50 KM) SW OF THORHULT, 8.35 MI (13.44 KM) WEST ALONG TH 1
 DE9770'FROM JCT OF TH 89, AT TH 1 MP 81.0, 27.6 FT (8.4 M) NORTH OF TH 1,
 DE9770'51.1 FT (15.6 M) NORTH OF MILEPOST 81, 1.1 FT (0.3 M) SOUTH OF WIT
 DE9770'POST.
 DE9770
 DE9770                          STATION RECOVERY (2001)
 DE9770
 DE9770'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9770'THE MARK IS 10.25 MI (16.50 KM) SW OF THORHULT, 8.35 MI (13.44 KM)
 DE9770'WEST ALONG TH 1 FROM NORTH JCT OF TH 1 AND TH 89 (7 MI SOUTH OF
 DE9770'THORHULT), AT TH 1 MP 81.0, 27.6 FT (8.4 M) NORTH OF TH 1, 51.1 FT
 DE9770'(15.6 M) NORTH OF MILEPOST 81, 1.1 FT (0.3 M) SOUTH OF WIT POST,
 DE9770'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9769 ***********************************************************************
 DE9769  DESIGNATION -  0401 L
 DE9769  PID         -  DE9769
 DE9769  STATE/COUNTY-  MN/BELTRAMI
 DE9769  USGS QUAD   -  CAHILL LAKE (1973)
 DE9769
 DE9769                         *CURRENT SURVEY CONTROL
 DE9769  ___________________________________________________________________
 DE9769* NAD 83(1996)-  48 07 19.26859(N)    095 24 22.77930(W)     ADJUSTED  
 DE9769* NAVD 88     -       365.069  (meters)    1197.73   (feet)  ADJUSTED  
 DE9769  ___________________________________________________________________
 DE9769  X           -    -401,921.035 (meters)                     COMP
 DE9769  Y           -  -4,246,874.399 (meters)                     COMP
 DE9769  Z           -   4,726,195.207 (meters)                     COMP
 DE9769  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 DE9769  ELLIP HEIGHT-         337.38  (meters)          (01/24/03) GPS OBS
 DE9769  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DE9769  DYNAMIC HT  -         365.139 (meters)    1197.96  (feet)  COMP
 DE9769  MODELED GRAV-     980,791.6   (mgal)                       NAVD 88
 DE9769
 DE9769  HORZ ORDER  -  FIRST
 DE9769  VERT ORDER  -  SECOND    CLASS I
 DE9769  ELLP ORDER  -  FOURTH    CLASS I
 DE9769
 DE9769.The horizontal coordinates were established by GPS observations
 DE9769.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9769
 DE9769.The orthometric height was determined by differential leveling
 DE9769.and adjusted by the National Geodetic Survey in April 2004..
 DE9769.No vertical observational check was made to the station.
 DE9769
 DE9769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9769
 DE9769.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9769
 DE9769.The ellipsoidal height was determined by GPS observations
 DE9769.and is referenced to NAD 83.
 DE9769
 DE9769.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9769;SPC MN N     -   282,888.078   628,335.746   MT  0.99991531   -1 42 34.2
 DE9769;UTM  15      - 5,332,662.907   320,928.141   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  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: 15UUP2092832663(NAD 83)
 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 = OCTOBER  6, 2006
 DE9768 ***********************************************************************
 DE9768  DESIGNATION -  0401 M
 DE9768  PID         -  DE9768
 DE9768  STATE/COUNTY-  MN/BELTRAMI
 DE9768  USGS QUAD   -  CAHILL LAKE (1973)
 DE9768
 DE9768                         *CURRENT SURVEY CONTROL
 DE9768  ___________________________________________________________________
 DE9768* NAD 83(1996)-  48 07 19.22663(N)    095 23 04.18365(W)     ADJUSTED  
 DE9768* NAVD 88     -       366.395  (meters)    1202.08   (feet)  ADJUSTED  
 DE9768  ___________________________________________________________________
 DE9768  X           -    -400,302.938 (meters)                     COMP
 DE9768  Y           -  -4,247,029.065 (meters)                     COMP
 DE9768  Z           -   4,726,195.310 (meters)                     COMP
 DE9768  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 DE9768  ELLIP HEIGHT-         338.68  (meters)          (01/24/03) GPS OBS
 DE9768  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DE9768  DYNAMIC HT  -         366.464 (meters)    1202.31  (feet)  COMP
 DE9768  MODELED GRAV-     980,790.0   (mgal)                       NAVD 88
 DE9768
 DE9768  HORZ ORDER  -  FIRST
 DE9768  VERT ORDER  -  SECOND    CLASS I
 DE9768  ELLP ORDER  -  FOURTH    CLASS I
 DE9768
 DE9768.The horizontal coordinates were established by GPS observations
 DE9768.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9768
 DE9768.The orthometric height was determined by differential leveling
 DE9768.and adjusted by the National Geodetic Survey in April 2004..
 DE9768.No vertical observational check was made to the station.
 DE9768
 DE9768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9768
 DE9768.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9768
 DE9768.The ellipsoidal height was determined by GPS observations
 DE9768.and is referenced to NAD 83.
 DE9768
 DE9768.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9768;SPC MN N     -   282,838.528   629,960.238   MT  0.99991531   -1 41 35.9
 DE9768;UTM  15      - 5,332,611.011   322,552.682   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  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: 15UUP2255332611(NAD 83)
 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 = OCTOBER  6, 2006
 DE9767 ***********************************************************************
 DE9767  DESIGNATION -  0401 N
 DE9767  PID         -  DE9767
 DE9767  STATE/COUNTY-  MN/BELTRAMI
 DE9767  USGS QUAD   -  GIMIWAN LAKE (1973)
 DE9767
 DE9767                         *CURRENT SURVEY CONTROL
 DE9767  ___________________________________________________________________
 DE9767* NAD 83(1996)-  48 07 18.73152(N)    095 21 47.30178(W)     ADJUSTED  
 DE9767* NAVD 88     -       366.080  (meters)    1201.05   (feet)  ADJUSTED  
 DE9767  ___________________________________________________________________
 DE9767  X           -    -398,720.941 (meters)                     COMP
 DE9767  Y           -  -4,247,189.074 (meters)                     COMP
 DE9767  Z           -   4,726,184.833 (meters)                     COMP
 DE9767  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 DE9767  ELLIP HEIGHT-         338.32  (meters)          (01/24/03) GPS OBS
 DE9767  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DE9767  DYNAMIC HT  -         366.149 (meters)    1201.27  (feet)  COMP
 DE9767  MODELED GRAV-     980,788.4   (mgal)                       NAVD 88
 DE9767
 DE9767  HORZ ORDER  -  FIRST
 DE9767  VERT ORDER  -  SECOND    CLASS I
 DE9767  ELLP ORDER  -  FOURTH    CLASS I
 DE9767
 DE9767.The horizontal coordinates were established by GPS observations
 DE9767.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9767
 DE9767.The orthometric height was determined by differential leveling
 DE9767.and adjusted by the National Geodetic Survey in April 2004..
 DE9767.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DE9767
 DE9767.The ellipsoidal height was determined by GPS observations
 DE9767.and is referenced to NAD 83.
 DE9767
 DE9767.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9767;SPC MN N     -   282,776.485   631,548.911   MT  0.99991530   -1 40 38.9
 DE9767;UTM  15      - 5,332,546.675   324,141.373   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  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: 15UUP2414132547(NAD 83)
 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 - September 07, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9766 ***********************************************************************
 DE9766  DESIGNATION -  0401 P
 DE9766  PID         -  DE9766
 DE9766  STATE/COUNTY-  MN/BELTRAMI
 DE9766  USGS QUAD   -  GIMIWAN LAKE (1973)
 DE9766
 DE9766                         *CURRENT SURVEY CONTROL
 DE9766  ___________________________________________________________________
 DE9766* NAD 83(1996)-  48 07 18.22803(N)    095 20 29.51241(W)     ADJUSTED  
 DE9766* NAVD 88     -       367.767  (meters)    1206.58   (feet)  ADJUSTED  
 DE9766  ___________________________________________________________________
 DE9766  X           -    -397,120.336 (meters)                     COMP
 DE9766  Y           -  -4,247,351.769 (meters)                     COMP
 DE9766  Z           -   4,726,175.680 (meters)                     COMP
 DE9766  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 DE9766  ELLIP HEIGHT-         339.97  (meters)          (01/24/03) GPS OBS
 DE9766  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DE9766  DYNAMIC HT  -         367.835 (meters)    1206.81  (feet)  COMP
 DE9766  MODELED GRAV-     980,786.7   (mgal)                       NAVD 88
 DE9766
 DE9766  HORZ ORDER  -  FIRST
 DE9766  VERT ORDER  -  SECOND    CLASS I
 DE9766  ELLP ORDER  -  FOURTH    CLASS I
 DE9766
 DE9766.The horizontal coordinates were established by GPS observations
 DE9766.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9766
 DE9766.The orthometric height was determined by differential leveling
 DE9766.and adjusted by the National Geodetic Survey in April 2004..
 DE9766.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DE9766
 DE9766.The ellipsoidal height was determined by GPS observations
 DE9766.and is referenced to NAD 83.
 DE9766
 DE9766.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9766;SPC MN N     -   282,714.077   633,156.356   MT  0.99991529   -1 39 41.3
 DE9766;UTM  15      - 5,332,481.951   325,748.825   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  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: 15UUP2574932482(NAD 83)
 DE9766_MARKER: DD = SURVEY DISK
 DE9766_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9766_STAMPING: 0401 P 2001
 DE9766_MARK LOGO: MNDT  
 DE9766_PROJECTION: FLUSH
 DE9766_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9766+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9765 ***********************************************************************
 DE9765  DESIGNATION -  0401 Q
 DE9765  PID         -  DE9765
 DE9765  STATE/COUNTY-  MN/BELTRAMI
 DE9765  USGS QUAD   -  GIMIWAN LAKE (1973)
 DE9765
 DE9765                         *CURRENT SURVEY CONTROL
 DE9765  ___________________________________________________________________
 DE9765* NAD 83(1996)-  48 07 18.20865(N)    095 19 11.29062(W)     ADJUSTED  
 DE9765* NAVD 88     -       368.234  (meters)    1208.11   (feet)  ADJUSTED  
 DE9765  ___________________________________________________________________
 DE9765  X           -    -395,509.652 (meters)                     COMP
 DE9765  Y           -  -4,247,502.786 (meters)                     COMP
 DE9765  Z           -   4,726,175.593 (meters)                     COMP
 DE9765  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 DE9765  ELLIP HEIGHT-         340.39  (meters)          (01/24/03) GPS OBS
 DE9765  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DE9765  DYNAMIC HT  -         368.302 (meters)    1208.34  (feet)  COMP
 DE9765  MODELED GRAV-     980,785.1   (mgal)                       NAVD 88
 DE9765
 DE9765  HORZ ORDER  -  FIRST
 DE9765  VERT ORDER  -  SECOND    CLASS I
 DE9765  ELLP ORDER  -  FOURTH    CLASS I
 DE9765
 DE9765.The horizontal coordinates were established by GPS observations
 DE9765.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9765
 DE9765.The orthometric height was determined by differential leveling
 DE9765.and adjusted by the National Geodetic Survey in April 2004..
 DE9765.No vertical observational check was made to the station.
 DE9765
 DE9765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9765
 DE9765.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9765
 DE9765.The ellipsoidal height was determined by GPS observations
 DE9765.and is referenced to NAD 83.
 DE9765
 DE9765.The geoid height was determined by GEOID03.
 DE9765
 DE9765.The dynamic height is computed by dividing the NAVD 88
 DE9765.geopotential number by the normal gravity value computed on the
 DE9765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9765.degrees latitude (g = 980.6199 gals.).
 DE9765
 DE9765.The modeled gravity was interpolated from observed gravity values.
 DE9765
 DE9765;                    North         East     Units Scale Factor Converg.
 DE9765;SPC MN N     -   282,666.808   634,773.191   MT  0.99991529   -1 38 43.3
 DE9765;UTM  15      - 5,332,432.355   327,365.678   MT  0.99996620   -1 43 39.6
 DE9765
 DE9765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9765!SPC MN N     -   0.99994665  x   0.99991529  =   0.99986195
 DE9765!UTM  15      -   0.99994665  x   0.99996620  =   0.99991286
 DE9765
 DE9765                          SUPERSEDED SURVEY CONTROL
 DE9765
 DE9765  NAVD 88 (01/24/03)  368.21   (m)         1208.0    (f) LEVELING    3  
 DE9765
 DE9765.Superseded values are not recommended for survey control.
 DE9765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9765.See file dsdata.txt to determine how the superseded data were derived.
 DE9765
 DE9765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2736632432(NAD 83)
 DE9765_MARKER: DD = SURVEY DISK
 DE9765_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9765_STAMPING: 0401 Q 2001
 DE9765_MARK LOGO: MNDT  
 DE9765_PROJECTION: FLUSH
 DE9765_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9765+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 DE9765_ROD/PIPE-DEPTH:  4.3 meters
 DE9765
 DE9765  HISTORY     - Date     Condition        Report By
 DE9765  HISTORY     - 2001     MONUMENTED       MNDT
 DE9765  HISTORY     - 20010907 GOOD             MNDT
 DE9765
 DE9765                          STATION DESCRIPTION
 DE9765
 DE9765'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9765'7.75 MI (12.47 KM) SW OF THORHULT, 3.35 MI (5.39 KM) WEST ALONG TH 1
 DE9765'FROM JCT OF TH 89, AT TH 1 MP 86.0, 26.2 FT (8.0 M) NORTH OF TH 1, 1.1
 DE9765'FT (0.3 M) SOUTH OF WIT POST.
 DE9765
 DE9765                          STATION RECOVERY (2001)
 DE9765
 DE9765'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9765'THE MARK IS 7.75 MI (12.47 KM) SW OF THORHULT, 3.35 MI (5.39 KM) WEST
 DE9765'ALONG TH 1 FROM NORTH JCT OF TH 1 AND TH 89 (7 MI SOUTH OF THORHULT),
 DE9765'AT TH 1 MP 86.0, 26.2 FT (8.0 M) NORTH OF TH 1, 1.1 FT (0.3 M) SOUTH
 DE9765'OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9764 ***********************************************************************
 DE9764  DESIGNATION -  0401 R
 DE9764  PID         -  DE9764
 DE9764  STATE/COUNTY-  MN/BELTRAMI
 DE9764  USGS QUAD   -  GIMIWAN LAKE (1973)
 DE9764
 DE9764                         *CURRENT SURVEY CONTROL
 DE9764  ___________________________________________________________________
 DE9764* NAD 83(1996)-  48 07 18.02442(N)    095 17 54.76784(W)     ADJUSTED  
 DE9764* NAVD 88     -       369.071  (meters)    1210.86   (feet)  ADJUSTED  
 DE9764  ___________________________________________________________________
 DE9764  X           -    -393,934.271 (meters)                     COMP
 DE9764  Y           -  -4,247,653.969 (meters)                     COMP
 DE9764  Z           -   4,726,172.382 (meters)                     COMP
 DE9764  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 DE9764  ELLIP HEIGHT-         341.18  (meters)          (01/24/03) GPS OBS
 DE9764  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DE9764  DYNAMIC HT  -         369.139 (meters)    1211.08  (feet)  COMP
 DE9764  MODELED GRAV-     980,783.5   (mgal)                       NAVD 88
 DE9764
 DE9764  HORZ ORDER  -  FIRST
 DE9764  VERT ORDER  -  SECOND    CLASS I
 DE9764  ELLP ORDER  -  FOURTH    CLASS I
 DE9764
 DE9764.The horizontal coordinates were established by GPS observations
 DE9764.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9764
 DE9764.The orthometric height was determined by differential leveling
 DE9764.and adjusted by the National Geodetic Survey in April 2004..
 DE9764.No vertical observational check was made to the station.
 DE9764
 DE9764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9764
 DE9764.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9764
 DE9764.The ellipsoidal height was determined by GPS observations
 DE9764.and is referenced to NAD 83.
 DE9764
 DE9764.The geoid height was determined by GEOID03.
 DE9764
 DE9764.The dynamic height is computed by dividing the NAVD 88
 DE9764.geopotential number by the normal gravity value computed on the
 DE9764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9764.degrees latitude (g = 980.6199 gals.).
 DE9764
 DE9764.The modeled gravity was interpolated from observed gravity values.
 DE9764
 DE9764;                    North         East     Units Scale Factor Converg.
 DE9764;SPC MN N     -   282,615.903   636,354.774   MT  0.99991528   -1 37 46.6
 DE9764;UTM  15      - 5,332,379.176   328,947.262   MT  0.99995952   -1 42 42.6
 DE9764
 DE9764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9764!SPC MN N     -   0.99994653  x   0.99991528  =   0.99986181
 DE9764!UTM  15      -   0.99994653  x   0.99995952  =   0.99990605
 DE9764
 DE9764                          SUPERSEDED SURVEY CONTROL
 DE9764
 DE9764  NAVD 88 (01/24/03)  369.05   (m)         1210.8    (f) LEVELING    3  
 DE9764
 DE9764.Superseded values are not recommended for survey control.
 DE9764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9764.See file dsdata.txt to determine how the superseded data were derived.
 DE9764
 DE9764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2894732379(NAD 83)
 DE9764_MARKER: DD = SURVEY DISK
 DE9764_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9764_STAMPING: 0401 R 2001
 DE9764_MARK LOGO: MNDT  
 DE9764_PROJECTION: RECESSED 5 CENTIMETERS
 DE9764_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9764+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 DE9764_ROD/PIPE-DEPTH:  4.6 meters
 DE9764
 DE9764  HISTORY     - Date     Condition        Report By
 DE9764  HISTORY     - 2001     MONUMENTED       MNDT
 DE9764  HISTORY     - 20010907 GOOD             MNDT
 DE9764
 DE9764                          STATION DESCRIPTION
 DE9764
 DE9764'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9764'7.5 MI (12.1 KM) SSW OF THORHULT, 2.35 MI (3.78 KM) WEST ALONG TH 1
 DE9764'FROM JCT OF TH 89, AT TH 1 MP 87.0, 26.3 FT (8.0 M) NORTH OF TH 1, 1.1
 DE9764'FT (0.3 M) SOUTH OF WIT POST.
 DE9764
 DE9764                          STATION RECOVERY (2001)
 DE9764
 DE9764'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9764'THE MARK IS 7.5 MI (12.1 KM) SSW OF THORHULT, 2.35 MI (3.78 KM) WEST
 DE9764'ALONG TH 1 FROM NORTH JCT OF TH 1 AND TH 89 (7 MI SOUTH OF THORHULT),
 DE9764'AT TH 1 MP 87.0, 26.3 FT (8.0 M) NORTH OF TH 1, 1.1 FT (0.3 M) SOUTH
 DE9764'OF WIT POST, RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9763 ***********************************************************************
 DE9763  DESIGNATION -  0401 S
 DE9763  PID         -  DE9763
 DE9763  STATE/COUNTY-  MN/BELTRAMI
 DE9763  USGS QUAD   -  GIMIWAN LAKE (1973)
 DE9763
 DE9763                         *CURRENT SURVEY CONTROL
 DE9763  ___________________________________________________________________
 DE9763* NAD 83(1996)-  48 07 17.69396(N)    095 16 31.67962(W)     ADJUSTED  
 DE9763* NAVD 88     -       371.626  (meters)    1219.24   (feet)  ADJUSTED  
 DE9763  ___________________________________________________________________
 DE9763  X           -    -392,224.040 (meters)                     COMP
 DE9763  Y           -  -4,247,821.553 (meters)                     COMP
 DE9763  Z           -   4,726,167.445 (meters)                     COMP
 DE9763  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 DE9763  ELLIP HEIGHT-         343.70  (meters)          (01/24/03) GPS OBS
 DE9763  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DE9763  DYNAMIC HT  -         371.694 (meters)    1219.47  (feet)  COMP
 DE9763  MODELED GRAV-     980,781.9   (mgal)                       NAVD 88
 DE9763
 DE9763  HORZ ORDER  -  FIRST
 DE9763  VERT ORDER  -  SECOND    CLASS I
 DE9763  ELLP ORDER  -  FOURTH    CLASS I
 DE9763
 DE9763.The horizontal coordinates were established by GPS observations
 DE9763.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9763
 DE9763.The orthometric height was determined by differential leveling
 DE9763.and adjusted by the National Geodetic Survey in April 2004..
 DE9763.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DE9763
 DE9763.The ellipsoidal height was determined by GPS observations
 DE9763.and is referenced to NAD 83.
 DE9763
 DE9763.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9763;SPC MN N     -   282,557.096   638,071.958   MT  0.99991527   -1 36 45.0
 DE9763;UTM  15      - 5,332,317.904   330,664.429   MT  0.99995234   -1 41 40.7
 DE9763
 DE9763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9763!SPC MN N     -   0.99994614  x   0.99991527  =   0.99986141
 DE9763!UTM  15      -   0.99994614  x   0.99995234  =   0.99989848
 DE9763
 DE9763                          SUPERSEDED SURVEY CONTROL
 DE9763
 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: 15UUP3066432318(NAD 83)
 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 07, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9757 ***********************************************************************
 DE9757  DESIGNATION -  0402 A
 DE9757  PID         -  DE9757
 DE9757  STATE/COUNTY-  MN/BELTRAMI
 DE9757  USGS QUAD   -  GIMIWAN LAKE (1973)
 DE9757
 DE9757                         *CURRENT SURVEY CONTROL
 DE9757  ___________________________________________________________________
 DE9757* NAD 83(1996)-  48 01 20.69687(N)    095 16 51.49090(W)     ADJUSTED  
 DE9757* NAVD 88     -       372.249  (meters)    1221.29   (feet)  ADJUSTED  
 DE9757  ___________________________________________________________________
 DE9757  X           -    -393,387.157 (meters)                     COMP
 DE9757  Y           -  -4,255,953.367 (meters)                     COMP
 DE9757  Z           -   4,718,799.673 (meters)                     COMP
 DE9757  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 DE9757  ELLIP HEIGHT-         344.29  (meters)          (01/24/03) GPS OBS
 DE9757  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DE9757  DYNAMIC HT  -         372.313 (meters)    1221.50  (feet)  COMP
 DE9757  MODELED GRAV-     980,771.2   (mgal)                       NAVD 88
 DE9757
 DE9757  HORZ ORDER  -  FIRST
 DE9757  VERT ORDER  -  SECOND    CLASS I
 DE9757  ELLP ORDER  -  FOURTH    CLASS I
 DE9757
 DE9757.The horizontal coordinates were established by GPS observations
 DE9757.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9757
 DE9757.The orthometric height was determined by differential leveling
 DE9757.and adjusted by the National Geodetic Survey in April 2004..
 DE9757.No vertical observational check was made to the station.
 DE9757
 DE9757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9757
 DE9757.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9757
 DE9757.The ellipsoidal height was determined by GPS observations
 DE9757.and is referenced to NAD 83.
 DE9757
 DE9757.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9757;SPC MN N     -   271,547.580   637,351.411   MT  0.99990813   -1 36 59.7
 DE9757;UTM  15      - 5,321,308.949   329,928.321   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 25.4
 DE9757:UTM  15      -  0402 B                                   023 33 11.6
 DE9757
 DE9757|---------------------------------------------------------------------|
 DE9757| PID    Reference Object                     Distance      Geod. Az  |
 DE9757|                                                           dddmmss.s |
 DE9757| DE9758 0402 B                              APPROX. 1.5 KM 0215125.7 |
 DE9757|---------------------------------------------------------------------|
 DE9757
 DE9757                          SUPERSEDED SURVEY CONTROL
 DE9757
 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: 15UUP2992821309(NAD 83)
 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 = OCTOBER  6, 2006
 DE9758 ***********************************************************************
 DE9758  DESIGNATION -  0402 B
 DE9758  PID         -  DE9758
 DE9758  STATE/COUNTY-  MN/BELTRAMI
 DE9758  USGS QUAD   -  GIMIWAN LAKE (1973)
 DE9758
 DE9758                         *CURRENT SURVEY CONTROL
 DE9758  ___________________________________________________________________
 DE9758* NAD 83(1996)-  48 02 04.60904(N)    095 16 25.22755(W)     ADJUSTED  
 DE9758* NAVD 88     -       378.241  (meters)    1240.95   (feet)  ADJUSTED  
 DE9758  ___________________________________________________________________
 DE9758  X           -    -392,752.931 (meters)                     COMP
 DE9758  Y           -  -4,255,003.248 (meters)                     COMP
 DE9758  Z           -   4,719,711.199 (meters)                     COMP
 DE9758  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 DE9758  ELLIP HEIGHT-         350.27  (meters)          (01/24/03) GPS OBS
 DE9758  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DE9758  DYNAMIC HT  -         378.306 (meters)    1241.16  (feet)  COMP
 DE9758  MODELED GRAV-     980,772.1   (mgal)                       NAVD 88
 DE9758
 DE9758  HORZ ORDER  -  FIRST
 DE9758  VERT ORDER  -  SECOND    CLASS I
 DE9758  ELLP ORDER  -  FOURTH    CLASS I
 DE9758
 DE9758.The horizontal coordinates were established by GPS observations
 DE9758.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9758
 DE9758.The orthometric height was determined by differential leveling
 DE9758.and adjusted by the National Geodetic Survey in April 2004..
 DE9758.No vertical observational check was made to the station.
 DE9758
 DE9758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9758
 DE9758.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9758
 DE9758.The ellipsoidal height was determined by GPS observations
 DE9758.and is referenced to NAD 83.
 DE9758
 DE9758.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9758;SPC MN N     -   272,887.882   637,933.459   MT  0.99990885   -1 36 40.2
 DE9758;UTM  15      - 5,322,648.502   330,512.259   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 36.5
 DE9758:UTM  15      -  0402 C                                   025 42 23.9
 DE9758
 DE9758|---------------------------------------------------------------------|
 DE9758| PID    Reference Object                     Distance      Geod. Az  |
 DE9758|                                                           dddmmss.s |
 DE9758| DE9759 0402 C                              APPROX. 1.3 KM 0240056.3 |
 DE9758|---------------------------------------------------------------------|
 DE9758
 DE9758                          SUPERSEDED SURVEY CONTROL
 DE9758
 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: 15UUP3051222649(NAD 83)
 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 = OCTOBER  6, 2006
 DE9759 ***********************************************************************
 DE9759  DESIGNATION -  0402 C
 DE9759  PID         -  DE9759
 DE9759  STATE/COUNTY-  MN/BELTRAMI
 DE9759  USGS QUAD   -  GIMIWAN LAKE (1973)
 DE9759
 DE9759                         *CURRENT SURVEY CONTROL
 DE9759  ___________________________________________________________________
 DE9759* NAD 83(1996)-  48 02 41.70145(N)    095 16 00.58098(W)     ADJUSTED  
 DE9759* NAVD 88     -       384.574  (meters)    1261.72   (feet)  ADJUSTED  
 DE9759  ___________________________________________________________________
 DE9759  X           -    -392,166.681 (meters)                     COMP
 DE9759  Y           -  -4,254,205.995 (meters)                     COMP
 DE9759  Z           -   4,720,481.948 (meters)                     COMP
 DE9759  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 DE9759  ELLIP HEIGHT-         356.60  (meters)          (01/24/03) GPS OBS
 DE9759  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DE9759  DYNAMIC HT  -         384.641 (meters)    1261.94  (feet)  COMP
 DE9759  MODELED GRAV-     980,772.8   (mgal)                       NAVD 88
 DE9759
 DE9759  HORZ ORDER  -  FIRST
 DE9759  VERT ORDER  -  SECOND    CLASS I
 DE9759  ELLP ORDER  -  FOURTH    CLASS I
 DE9759
 DE9759.The horizontal coordinates were established by GPS observations
 DE9759.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9759
 DE9759.The orthometric height was determined by differential leveling
 DE9759.and adjusted by the National Geodetic Survey in April 2004..
 DE9759.No vertical observational check was made to the station.
 DE9759
 DE9759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9759
 DE9759.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9759
 DE9759.The ellipsoidal height was determined by GPS observations
 DE9759.and is referenced to NAD 83.
 DE9759
 DE9759.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9759;SPC MN N     -   274,018.648   638,475.882   MT  0.99990949   -1 36 21.9
 DE9759;UTM  15      - 5,323,778.558   331,056.283   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  =   0.99989484
 DE9759
 DE9759:                Primary Azimuth Mark                     Grid Az
 DE9759:SPC MN N     -  0402 B                                   205 37 36.5
 DE9759:UTM  15      -  0402 B                                   205 42 24.8
 DE9759
 DE9759|---------------------------------------------------------------------|
 DE9759| PID    Reference Object                     Distance      Geod. Az  |
 DE9759|                                                           dddmmss.s |
 DE9759| DE9758 0402 B                              APPROX. 1.3 KM 2040114.6 |
 DE9759|---------------------------------------------------------------------|
 DE9759
 DE9759                          SUPERSEDED SURVEY CONTROL
 DE9759
 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: 15UUP3105623779(NAD 83)
 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 = OCTOBER  6, 2006
 DE9760 ***********************************************************************
 DE9760  DESIGNATION -  0402 D
 DE9760  PID         -  DE9760
 DE9760  STATE/COUNTY-  MN/BELTRAMI
 DE9760  USGS QUAD   -  MOSQUITO CREEK (1973)
 DE9760
 DE9760                         *CURRENT SURVEY CONTROL
 DE9760  ___________________________________________________________________
 DE9760* NAD 83(1996)-  48 04 42.53782(N)    095 14 58.97847(W)     ADJUSTED  
 DE9760* NAVD 88     -       385.420  (meters)    1264.50   (feet)  ADJUSTED  
 DE9760  ___________________________________________________________________
 DE9760  X           -    -390,642.132 (meters)                     COMP
 DE9760  Y           -  -4,251,558.713 (meters)                     COMP
 DE9760  Z           -   4,722,977.065 (meters)                     COMP
 DE9760  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 DE9760  ELLIP HEIGHT-         357.44  (meters)          (01/24/03) GPS OBS
 DE9760  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DE9760  DYNAMIC HT  -         385.488 (meters)    1264.72  (feet)  COMP
 DE9760  MODELED GRAV-     980,775.0   (mgal)                       NAVD 88
 DE9760
 DE9760  HORZ ORDER  -  FIRST
 DE9760  VERT ORDER  -  SECOND    CLASS I
 DE9760  ELLP ORDER  -  FOURTH    CLASS I
 DE9760
 DE9760.The horizontal coordinates were established by GPS observations
 DE9760.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9760
 DE9760.The orthometric height was determined by differential leveling
 DE9760.and adjusted by the National Geodetic Survey in April 2004..
 DE9760.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DE9760
 DE9760.The ellipsoidal height was determined by GPS observations
 DE9760.and is referenced to NAD 83.
 DE9760
 DE9760.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9760;SPC MN N     -   277,713.473   639,854.907   MT  0.99991180   -1 35 36.3
 DE9760;UTM  15      - 5,327,471.579   332,440.548   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                                   007 17 37.3
 DE9760:UTM  15      -  0402 E                                   007 22 28.5
 DE9760
 DE9760|---------------------------------------------------------------------|
 DE9760| PID    Reference Object                     Distance      Geod. Az  |
 DE9760|                                                           dddmmss.s |
 DE9760| DE9761 0402 E                              APPROX. 1.6 KM 0054201.0 |
 DE9760|---------------------------------------------------------------------|
 DE9760
 DE9760                          SUPERSEDED SURVEY CONTROL
 DE9760
 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: 15UUP3244127472(NAD 83)
 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 - July 26, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9761 ***********************************************************************
 DE9761  DESIGNATION -  0402 E
 DE9761  PID         -  DE9761
 DE9761  STATE/COUNTY-  MN/BELTRAMI
 DE9761  USGS QUAD   -  MOSQUITO CREEK (1973)
 DE9761
 DE9761                         *CURRENT SURVEY CONTROL
 DE9761  ___________________________________________________________________
 DE9761* NAD 83(1996)-  48 05 33.73428(N)    095 14 51.35036(W)     ADJUSTED  
 DE9761* NAVD 88     -       385.843  (meters)    1265.89   (feet)  ADJUSTED  
 DE9761  ___________________________________________________________________
 DE9761  X           -    -390,377.299 (meters)                     COMP
 DE9761  Y           -  -4,250,401.604 (meters)                     COMP
 DE9761  Z           -   4,724,033.776 (meters)                     COMP
 DE9761  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 DE9761  ELLIP HEIGHT-         357.87  (meters)          (01/24/03) GPS OBS
 DE9761  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DE9761  DYNAMIC HT  -         385.911 (meters)    1266.11  (feet)  COMP
 DE9761  MODELED GRAV-     980,776.7   (mgal)                       NAVD 88
 DE9761
 DE9761  HORZ ORDER  -  FIRST
 DE9761  VERT ORDER  -  SECOND    CLASS I
 DE9761  ELLP ORDER  -  FOURTH    CLASS I
 DE9761
 DE9761.The horizontal coordinates were established by GPS observations
 DE9761.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9761
 DE9761.The orthometric height was determined by differential leveling
 DE9761.and adjusted by the National Geodetic Survey in April 2004..
 DE9761.No vertical observational check was made to the station.
 DE9761
 DE9761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9761
 DE9761.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9761
 DE9761.The ellipsoidal height was determined by GPS observations
 DE9761.and is referenced to NAD 83.
 DE9761
 DE9761.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9761;SPC MN N     -   279,289.624   640,056.640   MT  0.99991288   -1 35 30.6
 DE9761;UTM  15      - 5,329,047.494   332,644.518   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 37.3
 DE9761:UTM  15      -  0402 D                                   187 22 29.9
 DE9761
 DE9761|---------------------------------------------------------------------|
 DE9761| PID    Reference Object                     Distance      Geod. Az  |
 DE9761|                                                           dddmmss.s |
 DE9761| DE9760 0402 D                              APPROX. 1.6 KM 1854206.7 |
 DE9761|---------------------------------------------------------------------|
 DE9761
 DE9761                          SUPERSEDED SURVEY CONTROL
 DE9761
 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: 15UUP3264529047(NAD 83)
 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 = OCTOBER  6, 2006
 DE9762 ***********************************************************************
 DE9762  DESIGNATION -  0402 F
 DE9762  PID         -  DE9762
 DE9762  STATE/COUNTY-  MN/BELTRAMI
 DE9762  USGS QUAD   -  MOSQUITO CREEK (1973)
 DE9762
 DE9762                         *CURRENT SURVEY CONTROL
 DE9762  ___________________________________________________________________
 DE9762* NAD 83(1996)-  48 06 33.98765(N)    095 14 51.05862(W)     ADJUSTED  
 DE9762* NAVD 88     -       382.513  (meters)    1254.96   (feet)  ADJUSTED  
 DE9762  ___________________________________________________________________
 DE9762  X           -    -390,244.387 (meters)                     COMP
 DE9762  Y           -  -4,249,020.454 (meters)                     COMP
 DE9762  Z           -   4,725,274.190 (meters)                     COMP
 DE9762  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 DE9762  ELLIP HEIGHT-         354.53  (meters)          (01/24/03) GPS OBS
 DE9762  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DE9762  DYNAMIC HT  -         382.581 (meters)    1255.18  (feet)  COMP
 DE9762  MODELED GRAV-     980,779.0   (mgal)                       NAVD 88
 DE9762
 DE9762  HORZ ORDER  -  FIRST
 DE9762  VERT ORDER  -  SECOND    CLASS I
 DE9762  ELLP ORDER  -  FOURTH    CLASS I
 DE9762
 DE9762.The horizontal coordinates were established by GPS observations
 DE9762.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9762
 DE9762.The orthometric height was determined by differential leveling
 DE9762.and adjusted by the National Geodetic Survey in April 2004..
 DE9762.No vertical observational check was made to the station.
 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 DEFLEC99 derived deflections.
 DE9762
 DE9762.The ellipsoidal height was determined by GPS observations
 DE9762.and is referenced to NAD 83.
 DE9762
 DE9762.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9762;SPC MN N     -   281,149.608   640,114.366   MT  0.99991424   -1 35 30.4
 DE9762;UTM  15      - 5,330,907.451   332,704.891   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                                   181 46 39.5
 DE9762:UTM  15      -  0402 E                                   181 51 33.6
 DE9762
 DE9762|---------------------------------------------------------------------|
 DE9762| PID    Reference Object                     Distance      Geod. Az  |
 DE9762|                                                           dddmmss.s |
 DE9762| DE9761 0402 E                              APPROX. 1.9 KM 1801109.1 |
 DE9762|---------------------------------------------------------------------|
 DE9762
 DE9762                          SUPERSEDED SURVEY CONTROL
 DE9762
 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: 15UUP3270530907(NAD 83)
 DE9762_MARKER: DD = SURVEY DISK
 DE9762_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9762_STAMPING: 0402 F 2001
 DE9762_MARK LOGO: MNDT  
 DE9762_PROJECTION: FLUSH
 DE9762_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9762+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9740 ***********************************************************************
 DE9740  DESIGNATION -  0403 A
 DE9740  PID         -  DE9740
 DE9740  STATE/COUNTY-  MN/BELTRAMI
 DE9740  USGS QUAD   -  RED LAKE (1972)
 DE9740
 DE9740                         *CURRENT SURVEY CONTROL
 DE9740  ___________________________________________________________________
 DE9740* NAD 83(1996)-  47 52 07.47315(N)    095 04 17.46126(W)     ADJUSTED  
 DE9740* NAVD 88     -       369.452  (meters)    1212.11   (feet)  ADJUSTED  
 DE9740  ___________________________________________________________________
 DE9740  X           -    -378,947.753 (meters)                     COMP
 DE9740  Y           -  -4,269,999.201 (meters)                     COMP
 DE9740  Z           -   4,707,351.547 (meters)                     COMP
 DE9740  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 DE9740  ELLIP HEIGHT-         341.40  (meters)          (01/24/03) GPS OBS
 DE9740  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DE9740  DYNAMIC HT  -         369.513 (meters)    1212.31  (feet)  COMP
 DE9740  MODELED GRAV-     980,763.7   (mgal)                       NAVD 88
 DE9740
 DE9740  HORZ ORDER  -  FIRST
 DE9740  VERT ORDER  -  SECOND    CLASS I
 DE9740  ELLP ORDER  -  FOURTH    CLASS I
 DE9740
 DE9740.The horizontal coordinates were established by GPS observations
 DE9740.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9740
 DE9740.The orthometric height was determined by differential leveling
 DE9740.and adjusted by the National Geodetic Survey in April 2004..
 DE9740.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DE9740
 DE9740.The ellipsoidal height was determined by GPS observations
 DE9740.and is referenced to NAD 83.
 DE9740
 DE9740.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9740;SPC MN N     -   254,048.385   652,532.333   MT  0.99990299   -1 27 40.8
 DE9740;UTM  15      - 5,303,788.939   345,085.916   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  NAVD 88 (06/16/06)  369.45   (m)         1212.1    (f) LEVELING    3  
 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: 15TUP4508603789(NAD 83)
 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 - August 30, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9741 ***********************************************************************
 DE9741  DESIGNATION -  0403 B
 DE9741  PID         -  DE9741
 DE9741  STATE/COUNTY-  MN/BELTRAMI
 DE9741  USGS QUAD   -  RED LAKE (1972)
 DE9741
 DE9741                         *CURRENT SURVEY CONTROL
 DE9741  ___________________________________________________________________
 DE9741* NAD 83(1996)-  47 52 09.05716(N)    095 05 39.63523(W)     ADJUSTED  
 DE9741* NAVD 88     -       371.585  (meters)    1219.11   (feet)  ADJUSTED  
 DE9741  ___________________________________________________________________
 DE9741  X           -    -380,645.758 (meters)                     COMP
 DE9741  Y           -  -4,269,813.195 (meters)                     COMP
 DE9741  Z           -   4,707,385.970 (meters)                     COMP
 DE9741  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 DE9741  ELLIP HEIGHT-         343.56  (meters)          (01/24/03) GPS OBS
 DE9741  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DE9741  DYNAMIC HT  -         371.645 (meters)    1219.31  (feet)  COMP
 DE9741  MODELED GRAV-     980,763.1   (mgal)                       NAVD 88
 DE9741
 DE9741  HORZ ORDER  -  FIRST
 DE9741  VERT ORDER  -  SECOND    CLASS I
 DE9741  ELLP ORDER  -  FOURTH    CLASS I
 DE9741
 DE9741.The horizontal coordinates were established by GPS observations
 DE9741.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9741
 DE9741.The orthometric height was determined by differential leveling
 DE9741.and adjusted by the National Geodetic Survey in April 2004..
 DE9741.No vertical observational check was made to the station.
 DE9741
 DE9741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9741
 DE9741.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9741
 DE9741.The ellipsoidal height was determined by GPS observations
 DE9741.and is referenced to NAD 83.
 DE9741
 DE9741.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9741;SPC MN N     -   254,141.085   650,826.600   MT  0.99990299   -1 28 41.7
 DE9741;UTM  15      - 5,303,883.879   343,380.315   MT  0.99990143   -1 33 12.6
 DE9741
 DE9741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9741!SPC MN N     -   0.99994616  x   0.99990299  =   0.99984915
 DE9741!UTM  15      -   0.99994616  x   0.99990143  =   0.99984759
 DE9741
 DE9741                          SUPERSEDED SURVEY CONTROL
 DE9741
 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: 15TUP4338003884(NAD 83)
 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 = OCTOBER  6, 2006
 DE9742 ***********************************************************************
 DE9742  DESIGNATION -  0403 C
 DE9742  PID         -  DE9742
 DE9742  STATE/COUNTY-  MN/BELTRAMI
 DE9742  USGS QUAD   -  RED LAKE (1972)
 DE9742
 DE9742                         *CURRENT SURVEY CONTROL
 DE9742  ___________________________________________________________________
 DE9742* NAD 83(1996)-  47 52 08.33917(N)    095 06 58.77924(W)     ADJUSTED  
 DE9742* NAVD 88     -       370.968  (meters)    1217.08   (feet)  ADJUSTED  
 DE9742  ___________________________________________________________________
 DE9742  X           -    -382,285.492 (meters)                     COMP
 DE9742  Y           -  -4,269,682.807 (meters)                     COMP
 DE9742  Z           -   4,707,370.648 (meters)                     COMP
 DE9742  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 DE9742  ELLIP HEIGHT-         342.96  (meters)          (01/24/03) GPS OBS
 DE9742  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DE9742  DYNAMIC HT  -         371.028 (meters)    1217.28  (feet)  COMP
 DE9742  MODELED GRAV-     980,762.6   (mgal)                       NAVD 88
 DE9742
 DE9742  HORZ ORDER  -  FIRST
 DE9742  VERT ORDER  -  SECOND    CLASS I
 DE9742  ELLP ORDER  -  FOURTH    CLASS I
 DE9742
 DE9742.The horizontal coordinates were established by GPS observations
 DE9742.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9742
 DE9742.The orthometric height was determined by differential leveling
 DE9742.and adjusted by the National Geodetic Survey in April 2004..
 DE9742.No vertical observational check was made to the station.
 DE9742
 DE9742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9742
 DE9742.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9742
 DE9742.The ellipsoidal height was determined by GPS observations
 DE9742.and is referenced to NAD 83.
 DE9742
 DE9742.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9742;SPC MN N     -   254,161.579   649,181.994   MT  0.99990299   -1 29 40.3
 DE9742;UTM  15      - 5,303,906.534   341,735.734   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  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: 15TUP4173603907(NAD 83)
 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 - July 10, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9743 ***********************************************************************
 DE9743  DESIGNATION -  0403 D
 DE9743  PID         -  DE9743
 DE9743  STATE/COUNTY-  MN/BELTRAMI
 DE9743  USGS QUAD   -  BAGLEY LAKE (1972)
 DE9743
 DE9743                         *CURRENT SURVEY CONTROL
 DE9743  ___________________________________________________________________
 DE9743* NAD 83(1996)-  47 52 09.58886(N)    095 08 13.56866(W)     ADJUSTED  
 DE9743* NAVD 88     -       365.940  (meters)    1200.59   (feet)  ADJUSTED  
 DE9743  ___________________________________________________________________
 DE9743  X           -    -383,830.744 (meters)                     COMP
 DE9743  Y           -  -4,269,512.049 (meters)                     COMP
 DE9743  Z           -   4,707,392.818 (meters)                     COMP
 DE9743  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 DE9743  ELLIP HEIGHT-         337.94  (meters)          (01/24/03) GPS OBS
 DE9743  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DE9743  DYNAMIC HT  -         365.999 (meters)    1200.78  (feet)  COMP
 DE9743  MODELED GRAV-     980,762.3   (mgal)                       NAVD 88
 DE9743
 DE9743  HORZ ORDER  -  FIRST
 DE9743  VERT ORDER  -  SECOND    CLASS I
 DE9743  ELLP ORDER  -  FOURTH    CLASS I
 DE9743
 DE9743.The horizontal coordinates were established by GPS observations
 DE9743.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9743
 DE9743.The orthometric height was determined by differential leveling
 DE9743.and adjusted by the National Geodetic Survey in April 2004..
 DE9743.No vertical observational check was made to the station.
 DE9743
 DE9743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9743
 DE9743.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9743
 DE9743.The ellipsoidal height was determined by GPS observations
 DE9743.and is referenced to NAD 83.
 DE9743
 DE9743.The geoid height was determined by GEOID03.
 DE9743
 DE9743.The dynamic height is computed by dividing the NAVD 88
 DE9743.geopotential number by the normal gravity value computed on the
 DE9743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9743.degrees latitude (g = 980.6199 gals.).
 DE9743
 DE9743.The modeled gravity was interpolated from observed gravity values.
 DE9743
 DE9743;                    North         East     Units Scale Factor Converg.
 DE9743;SPC MN N     -   254,240.901   647,629.445   MT  0.99990299   -1 30 35.8
 DE9743;UTM  15      - 5,303,987.897   340,183.279   MT  0.99991386   -1 35 06.9
 DE9743
 DE9743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9743!SPC MN N     -   0.99994704  x   0.99990299  =   0.99985003
 DE9743!UTM  15      -   0.99994704  x   0.99991386  =   0.99986090
 DE9743
 DE9743                          SUPERSEDED SURVEY CONTROL
 DE9743
 DE9743  NAVD 88 (01/24/03)  365.90   (m)         1200.5    (f) LEVELING    3  
 DE9743
 DE9743.Superseded values are not recommended for survey control.
 DE9743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9743.See file dsdata.txt to determine how the superseded data were derived.
 DE9743
 DE9743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP4018303988(NAD 83)
 DE9743_MARKER: DD = SURVEY DISK
 DE9743_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9743_STAMPING: 0403 D 2001
 DE9743_MARK LOGO: MNDT  
 DE9743_PROJECTION: PROJECTING 3 CENTIMETERS
 DE9743_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9743+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 DE9743_ROD/PIPE-DEPTH:  4.6 meters
 DE9743
 DE9743  HISTORY     - Date     Condition        Report By
 DE9743  HISTORY     - 2001     MONUMENTED       MNDT
 DE9743  HISTORY     - 20010710 GOOD             MNDT
 DE9743
 DE9743                          STATION DESCRIPTION
 DE9743
 DE9743'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9743'5.25 MI (8.45 KM) WEST OF RED LAKE, 4.3 MI (6.9 KM) WEST ALONG TH 1
 DE9743'FROM JCT OF TH 89 AT TH 1 MP 112.85, 55.8 FT (17.0 M) NORTH OF TH 1,
 DE9743'76.7 FT (23.4 M) EAST OF ENTRANCE, 11.5 FT (3.5 M) EAST OF P-POLE, 1.4
 DE9743'FT (0.4 M) SOUTH OF WIT POST.
 DE9743
 DE9743                          STATION RECOVERY (2001)
 DE9743
 DE9743'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9743'THE MARK IS 5.25 MI (8.45 KM) WEST OF RED LAKE, 4.3 MI (6.9 KM) WEST
 DE9743'ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE),
 DE9743'AT TH 1 MP 112.85, 55.8 FT (17.0 M) NORTH OF TH 1, 76.7 FT (23.4 M)
 DE9743'EAST OF ENT, 11.5 FT (3.5 M) EAST OF P-POLE, 1.4 FT (0.4 M) SOUTH OF
 DE9743'WIT POST, PROJECTS 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9744 ***********************************************************************
 DE9744  DESIGNATION -  0403 E
 DE9744  PID         -  DE9744
 DE9744  STATE/COUNTY-  MN/BELTRAMI
 DE9744  USGS QUAD   -  BAGLEY LAKE (1972)
 DE9744
 DE9744                         *CURRENT SURVEY CONTROL
 DE9744  ___________________________________________________________________
 DE9744* NAD 83(1996)-  47 52 11.60230(N)    095 09 59.34196(W)     ADJUSTED  
 DE9744* NAVD 88     -       364.094  (meters)    1194.53   (feet)  ADJUSTED  
 DE9744  ___________________________________________________________________
 DE9744  X           -    -386,015.850 (meters)                     COMP
 DE9744  Y           -  -4,269,267.508 (meters)                     COMP
 DE9744  Z           -   4,707,433.187 (meters)                     COMP
 DE9744  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 DE9744  ELLIP HEIGHT-         336.12  (meters)          (01/24/03) GPS OBS
 DE9744  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DE9744  DYNAMIC HT  -         364.152 (meters)    1194.72  (feet)  COMP
 DE9744  MODELED GRAV-     980,762.3   (mgal)                       NAVD 88
 DE9744
 DE9744  HORZ ORDER  -  FIRST
 DE9744  VERT ORDER  -  SECOND    CLASS I
 DE9744  ELLP ORDER  -  FOURTH    CLASS I
 DE9744
 DE9744.The horizontal coordinates were established by GPS observations
 DE9744.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9744
 DE9744.The orthometric height was determined by differential leveling
 DE9744.and adjusted by the National Geodetic Survey in April 2004..
 DE9744.No vertical observational check was made to the station.
 DE9744
 DE9744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9744
 DE9744.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9744
 DE9744.The ellipsoidal height was determined by GPS observations
 DE9744.and is referenced to NAD 83.
 DE9744
 DE9744.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9744;SPC MN N     -   254,361.393   645,433.961   MT  0.99990300   -1 31 54.2
 DE9744;UTM  15      - 5,304,111.277   337,987.921   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  =   0.99985033
 DE9744!UTM  15      -   0.99994732  x   0.99992254  =   0.99986987
 DE9744
 DE9744                          SUPERSEDED SURVEY CONTROL
 DE9744
 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: 15TUP3798804111(NAD 83)
 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 - July 10, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9745 ***********************************************************************
 DE9745  DESIGNATION -  0403 F
 DE9745  PID         -  DE9745
 DE9745  STATE/COUNTY-  MN/BELTRAMI
 DE9745  USGS QUAD   -  BAGLEY LAKE (1972)
 DE9745
 DE9745                         *CURRENT SURVEY CONTROL
 DE9745  ___________________________________________________________________
 DE9745* NAD 83(1996)-  47 52 13.11099(N)    095 11 16.08635(W)     ADJUSTED  
 DE9745* NAVD 88     -       364.278  (meters)    1195.14   (feet)  ADJUSTED  
 DE9745  ___________________________________________________________________
 DE9745  X           -    -387,601.166 (meters)                     COMP
 DE9745  Y           -  -4,269,089.305 (meters)                     COMP
 DE9745  Z           -   4,707,464.594 (meters)                     COMP
 DE9745  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 DE9745  ELLIP HEIGHT-         336.32  (meters)          (01/24/03) GPS OBS
 DE9745  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DE9745  DYNAMIC HT  -         364.336 (meters)    1195.33  (feet)  COMP
 DE9745  MODELED GRAV-     980,762.6   (mgal)                       NAVD 88
 DE9745
 DE9745  HORZ ORDER  -  FIRST
 DE9745  VERT ORDER  -  SECOND    CLASS I
 DE9745  ELLP ORDER  -  FOURTH    CLASS I
 DE9745
 DE9745.The horizontal coordinates were established by GPS observations
 DE9745.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9745
 DE9745.The orthometric height was determined by differential leveling
 DE9745.and adjusted by the National Geodetic Survey in April 2004..
 DE9745.No vertical observational check was made to the station.
 DE9745
 DE9745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9745
 DE9745.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9745
 DE9745.The ellipsoidal height was determined by GPS observations
 DE9745.and is referenced to NAD 83.
 DE9745
 DE9745.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9745;SPC MN N     -   254,450.815   643,841.099   MT  0.99990300   -1 32 51.1
 DE9745;UTM  15      - 5,304,202.795   336,395.142   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  =   0.99985030
 DE9745!UTM  15      -   0.99994729  x   0.99992891  =   0.99987620
 DE9745
 DE9745                          SUPERSEDED SURVEY CONTROL
 DE9745
 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: 15TUP3639504203(NAD 83)
 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 = OCTOBER  6, 2006
 DF7362 ***********************************************************************
 DF7362  DESIGNATION -  0404 A
 DF7362  PID         -  DF7362
 DF7362  STATE/COUNTY-  MN/BELTRAMI
 DF7362  USGS QUAD   -  O'BRIEN LOOKOUT TOWER (1972)
 DF7362
 DF7362                         *CURRENT SURVEY CONTROL
 DF7362  ___________________________________________________________________
 DF7362* NAD 83(1986)-  47 51 38.     (N)    094 44 33.     (W)     SCALED    
 DF7362* NAVD 88     -       367.679  (meters)    1206.29   (feet)  ADJUSTED  
 DF7362  ___________________________________________________________________
 DF7362  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DF7362  DYNAMIC HT  -         367.742 (meters)    1206.50  (feet)  COMP
 DF7362  MODELED GRAV-     980,770.9   (mgal)                       NAVD 88
 DF7362
 DF7362  VERT ORDER  -  SECOND    CLASS I
 DF7362
 DF7362.The horizontal coordinates were scaled from a topographic map and have
 DF7362.an estimated accuracy of +/- 6 seconds.
 DF7362
 DF7362.The orthometric height was determined by differential leveling
 DF7362.and adjusted by the National Geodetic Survey in April 2004..
 DF7362
 DF7362.The geoid height was determined by GEOID03.
 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     -   252,560.      677,120.      MT  (+/- 180 meters Scaled)
 DF7362
 DF7362                          SUPERSEDED SURVEY CONTROL
 DF7362
 DF7362.No superseded survey control is available for this station.
 DF7362
 DF7362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP696022(NAD 83)
 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 = OCTOBER  6, 2006
 DF7361 ***********************************************************************
 DF7361  DESIGNATION -  0404 B
 DF7361  PID         -  DF7361
 DF7361  STATE/COUNTY-  MN/BELTRAMI
 DF7361  USGS QUAD   -  SAUM (1972)
 DF7361
 DF7361                         *CURRENT SURVEY CONTROL
 DF7361  ___________________________________________________________________
 DF7361* NAD 83(1986)-  47 52 31.     (N)    094 42 42.     (W)     SCALED    
 DF7361* NAVD 88     -       364.329  (meters)    1195.30   (feet)  ADJUSTED  
 DF7361  ___________________________________________________________________
 DF7361  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DF7361  DYNAMIC HT  -         364.392 (meters)    1195.51  (feet)  COMP
 DF7361  MODELED GRAV-     980,773.5   (mgal)                       NAVD 88
 DF7361
 DF7361  VERT ORDER  -  SECOND    CLASS I
 DF7361
 DF7361.The horizontal coordinates were scaled from a topographic map and have
 DF7361.an estimated accuracy of +/- 6 seconds.
 DF7361
 DF7361.The orthometric height was determined by differential leveling
 DF7361.and adjusted by the National Geodetic Survey in April 2004..
 DF7361
 DF7361.The geoid height was determined by GEOID03.
 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     -   254,150.      679,460.      MT  (+/- 180 meters Scaled)
 DF7361
 DF7361                          SUPERSEDED SURVEY CONTROL
 DF7361
 DF7361.No superseded survey control is available for this station.
 DF7361
 DF7361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP720038(NAD 83)
 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 = OCTOBER  6, 2006
 DF7360 ***********************************************************************
 DF7360  DESIGNATION -  0404 C
 DF7360  PID         -  DF7360
 DF7360  STATE/COUNTY-  MN/BELTRAMI
 DF7360  USGS QUAD   -  SAUM (1972)
 DF7360
 DF7360                         *CURRENT SURVEY CONTROL
 DF7360  ___________________________________________________________________
 DF7360* NAD 83(1986)-  47 52 32.     (N)    094 42 00.     (W)     SCALED    
 DF7360* NAVD 88     -       368.934  (meters)    1210.41   (feet)  ADJUSTED  
 DF7360  ___________________________________________________________________
 DF7360  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DF7360  DYNAMIC HT  -         368.998 (meters)    1210.62  (feet)  COMP
 DF7360  MODELED GRAV-     980,774.4   (mgal)                       NAVD 88
 DF7360
 DF7360  VERT ORDER  -  SECOND    CLASS I
 DF7360
 DF7360.The horizontal coordinates were scaled from a topographic map and have
 DF7360.an estimated accuracy of +/- 6 seconds.
 DF7360
 DF7360.The orthometric height was determined by differential leveling
 DF7360.and adjusted by the National Geodetic Survey in April 2004..
 DF7360
 DF7360.The geoid height was determined by GEOID03.
 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     -   254,160.      680,330.      MT  (+/- 180 meters Scaled)
 DF7360
 DF7360                          SUPERSEDED SURVEY CONTROL
 DF7360
 DF7360.No superseded survey control is available for this station.
 DF7360
 DF7360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP728038(NAD 83)
 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 = OCTOBER  6, 2006
 DE9725 ***********************************************************************
 DE9725  DESIGNATION -  0404 D
 DE9725  PID         -  DE9725
 DE9725  STATE/COUNTY-  MN/BELTRAMI
 DE9725  USGS QUAD   -  BORDEN LAKE (1972)
 DE9725
 DE9725                         *CURRENT SURVEY CONTROL
 DE9725  ___________________________________________________________________
 DE9725* NAD 83(1996)-  47 52 27.86813(N)    094 34 03.34387(W)     ADJUSTED  
 DE9725* NAVD 88     -       395.677  (meters)    1298.15   (feet)  ADJUSTED  
 DE9725  ___________________________________________________________________
 DE9725  X           -    -341,342.743 (meters)                     COMP
 DE9725  Y           -  -4,272,718.590 (meters)                     COMP
 DE9725  Z           -   4,707,793.423 (meters)                     COMP
 DE9725  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DE9725  ELLIP HEIGHT-         367.44  (meters)          (01/24/03) GPS OBS
 DE9725  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DE9725  DYNAMIC HT  -         395.745 (meters)    1298.37  (feet)  COMP
 DE9725  MODELED GRAV-     980,770.8   (mgal)                       NAVD 88
 DE9725
 DE9725  HORZ ORDER  -  FIRST
 DE9725  VERT ORDER  -  SECOND    CLASS I
 DE9725  ELLP ORDER  -  FOURTH    CLASS I
 DE9725
 DE9725.The horizontal coordinates were established by GPS observations
 DE9725.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9725
 DE9725.The orthometric height was determined by differential leveling
 DE9725.and adjusted by the National Geodetic Survey in April 2004..
 DE9725
 DE9725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9725
 DE9725.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9725
 DE9725.The ellipsoidal height was determined by GPS observations
 DE9725.and is referenced to NAD 83.
 DE9725
 DE9725.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9725;SPC MN N     -   253,839.605   690,231.850   MT  0.99990305   -1 05 16.1
 DE9725;UTM  15      - 5,303,530.763   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  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: 15TUP8278203531(NAD 83)
 DE9725_MARKER: DD = SURVEY DISK
 DE9725_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9725_STAMPING: 0404 D 2001
 DE9725_MARK LOGO: MNDT  
 DE9725_PROJECTION: FLUSH
 DE9725_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9725+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9726 ***********************************************************************
 DE9726  DESIGNATION -  0404 E
 DE9726  PID         -  DE9726
 DE9726  STATE/COUNTY-  MN/BELTRAMI
 DE9726  USGS QUAD   -  BORDEN LAKE (1972)
 DE9726
 DE9726                         *CURRENT SURVEY CONTROL
 DE9726  ___________________________________________________________________
 DE9726* NAD 83(1996)-  47 52 28.27050(N)    094 35 28.46987(W)     ADJUSTED  
 DE9726* NAVD 88     -       390.721  (meters)    1281.89   (feet)  ADJUSTED  
 DE9726  ___________________________________________________________________
 DE9726  X           -    -343,105.072 (meters)                     COMP
 DE9726  Y           -  -4,272,564.856 (meters)                     COMP
 DE9726  Z           -   4,707,798.088 (meters)                     COMP
 DE9726  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 DE9726  ELLIP HEIGHT-         362.49  (meters)          (01/24/03) GPS OBS
 DE9726  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DE9726  DYNAMIC HT  -         390.787 (meters)    1282.11  (feet)  COMP
 DE9726  MODELED GRAV-     980,769.3   (mgal)                       NAVD 88
 DE9726
 DE9726  HORZ ORDER  -  FIRST
 DE9726  VERT ORDER  -  SECOND    CLASS I
 DE9726  ELLP ORDER  -  FOURTH    CLASS I
 DE9726
 DE9726.The horizontal coordinates were established by GPS observations
 DE9726.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9726
 DE9726.The orthometric height was determined by differential leveling
 DE9726.and adjusted by the National Geodetic Survey in April 2004..
 DE9726
 DE9726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9726
 DE9726.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9726
 DE9726.The ellipsoidal height was determined by GPS observations
 DE9726.and is referenced to NAD 83.
 DE9726
 DE9726.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9726;SPC MN N     -   253,885.878   688,463.707   MT  0.99990305   -1 06 19.2
 DE9726;UTM  15      - 5,303,579.343   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  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_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 = OCTOBER  6, 2006
 DE9727 ***********************************************************************
 DE9727  DESIGNATION -  0404 F
 DE9727  PID         -  DE9727
 DE9727  STATE/COUNTY-  MN/BELTRAMI
 DE9727  USGS QUAD   -  SAUM NE (1972)
 DE9727
 DE9727                         *CURRENT SURVEY CONTROL
 DE9727  ___________________________________________________________________
 DE9727* NAD 83(1996)-  47 52 31.20733(N)    094 36 43.83472(W)     ADJUSTED  
 DE9727* NAVD 88     -       382.922  (meters)    1256.30   (feet)  ADJUSTED  
 DE9727  ___________________________________________________________________
 DE9727  X           -    -344,660.324 (meters)                     COMP
 DE9727  Y           -  -4,272,366.931 (meters)                     COMP
 DE9727  Z           -   4,707,853.147 (meters)                     COMP
 DE9727  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 DE9727  ELLIP HEIGHT-         354.69  (meters)          (01/24/03) GPS OBS
 DE9727  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DE9727  DYNAMIC HT  -         382.988 (meters)    1256.52  (feet)  COMP
 DE9727  MODELED GRAV-     980,771.1   (mgal)                       NAVD 88
 DE9727
 DE9727  HORZ ORDER  -  FIRST
 DE9727  VERT ORDER  -  SECOND    CLASS I
 DE9727  ELLP ORDER  -  FOURTH    CLASS I
 DE9727
 DE9727.The horizontal coordinates were established by GPS observations
 DE9727.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9727
 DE9727.The orthometric height was determined by differential leveling
 DE9727.and adjusted by the National Geodetic Survey in April 2004..
 DE9727
 DE9727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9727
 DE9727.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9727
 DE9727.The ellipsoidal height was determined by GPS observations
 DE9727.and is referenced to NAD 83.
 DE9727
 DE9727.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9727;SPC MN N     -   254,006.976   686,899.886   MT  0.99990306   -1 07 15.1
 DE9727;UTM  15      - 5,303,702.472   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  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_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 = OCTOBER  6, 2006
 DE9728 ***********************************************************************
 DE9728  DESIGNATION -  0404 G
 DE9728  PID         -  DE9728
 DE9728  STATE/COUNTY-  MN/BELTRAMI
 DE9728  USGS QUAD   -  SAUM (1972)
 DE9728
 DE9728                         *CURRENT SURVEY CONTROL
 DE9728  ___________________________________________________________________
 DE9728* NAD 83(1996)-  47 52 29.99005(N)    094 38 00.72732(W)     ADJUSTED  
 DE9728* NAVD 88     -       375.581  (meters)    1232.22   (feet)  ADJUSTED  
 DE9728  ___________________________________________________________________
 DE9728  X           -    -346,254.834 (meters)                     COMP
 DE9728  Y           -  -4,272,261.045 (meters)                     COMP
 DE9728  Z           -   4,707,822.491 (meters)                     COMP
 DE9728  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 DE9728  ELLIP HEIGHT-         347.36  (meters)          (01/24/03) GPS OBS
 DE9728  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DE9728  DYNAMIC HT  -         375.645 (meters)    1232.43  (feet)  COMP
 DE9728  MODELED GRAV-     980,773.1   (mgal)                       NAVD 88
 DE9728
 DE9728  HORZ ORDER  -  FIRST
 DE9728  VERT ORDER  -  SECOND    CLASS I
 DE9728  ELLP ORDER  -  FOURTH    CLASS I
 DE9728
 DE9728.The horizontal coordinates were established by GPS observations
 DE9728.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9728
 DE9728.The orthometric height was determined by differential leveling
 DE9728.and adjusted by the National Geodetic Survey in April 2004..
 DE9728
 DE9728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9728
 DE9728.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9728
 DE9728.The ellipsoidal height was determined by GPS observations
 DE9728.and is referenced to NAD 83.
 DE9728
 DE9728.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9728;SPC MN N     -   254,000.863   685,301.842   MT  0.99990305   -1 08 12.1
 DE9728;UTM  15      - 5,303,698.452   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  =   0.99984862
 DE9728!UTM  15      -   0.99994556  x   0.99978333  =   0.99972890
 DE9728
 DE9728                          SUPERSEDED SURVEY CONTROL
 DE9728
 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_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 = OCTOBER  6, 2006
 DE9729 ***********************************************************************
 DE9729  DESIGNATION -  0404 H
 DE9729  PID         -  DE9729
 DE9729  STATE/COUNTY-  MN/BELTRAMI
 DE9729  USGS QUAD   -  SAUM (1972)
 DE9729
 DE9729                         *CURRENT SURVEY CONTROL
 DE9729  ___________________________________________________________________
 DE9729* NAD 83(1996)-  47 52 32.12839(N)    094 39 19.64445(W)     ADJUSTED  
 DE9729* NAVD 88     -       372.163  (meters)    1221.00   (feet)  ADJUSTED  
 DE9729  ___________________________________________________________________
 DE9729  X           -    -347,885.218 (meters)                     COMP
 DE9729  Y           -  -4,272,077.143 (meters)                     COMP
 DE9729  Z           -   4,707,864.256 (meters)                     COMP
 DE9729  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 DE9729  ELLIP HEIGHT-         343.94  (meters)          (01/24/03) GPS OBS
 DE9729  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DE9729  DYNAMIC HT  -         372.227 (meters)    1221.21  (feet)  COMP
 DE9729  MODELED GRAV-     980,774.5   (mgal)                       NAVD 88
 DE9729
 DE9729  HORZ ORDER  -  FIRST
 DE9729  VERT ORDER  -  SECOND    CLASS I
 DE9729  ELLP ORDER  -  FOURTH    CLASS I
 DE9729
 DE9729.The horizontal coordinates were established by GPS observations
 DE9729.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9729
 DE9729.The orthometric height was determined by differential leveling
 DE9729.and adjusted by the National Geodetic Survey in April 2004..
 DE9729
 DE9729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9729
 DE9729.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9729
 DE9729.The ellipsoidal height was determined by GPS observations
 DE9729.and is referenced to NAD 83.
 DE9729
 DE9729.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9729;SPC MN N     -   254,099.647   683,663.815   MT  0.99990306   -1 09 10.6
 DE9729;UTM  15      - 5,303,799.370   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  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_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 = OCTOBER  6, 2006
 DE9731 ***********************************************************************
 DE9731  DESIGNATION -  0404 J
 DE9731  PID         -  DE9731
 DE9731  STATE/COUNTY-  MN/BELTRAMI
 DE9731  USGS QUAD   -  O'BRIEN LOOKOUT TOWER (1972)
 DE9731
 DE9731                         *CURRENT SURVEY CONTROL
 DE9731  ___________________________________________________________________
 DE9731* NAD 83(1996)-  47 52 15.10218(N)    094 43 19.69378(W)     ADJUSTED  
 DE9731* NAVD 88     -       366.297  (meters)    1201.76   (feet)  ADJUSTED  
 DE9731  ___________________________________________________________________
 DE9731  X           -    -352,888.575 (meters)                     COMP
 DE9731  Y           -  -4,272,054.177 (meters)                     COMP
 DE9731  Z           -   4,707,507.156 (meters)                     COMP
 DE9731  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 DE9731  ELLIP HEIGHT-         338.08  (meters)          (01/24/03) GPS OBS
 DE9731  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DE9731  DYNAMIC HT  -         366.360 (meters)    1201.97  (feet)  COMP
 DE9731  MODELED GRAV-     980,772.7   (mgal)                       NAVD 88
 DE9731
 DE9731  HORZ ORDER  -  FIRST
 DE9731  VERT ORDER  -  SECOND    CLASS I
 DE9731  ELLP ORDER  -  FOURTH    CLASS I
 DE9731
 DE9731.The horizontal coordinates were established by GPS observations
 DE9731.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9731
 DE9731.The orthometric height was determined by differential leveling
 DE9731.and adjusted by the National Geodetic Survey in April 2004..
 DE9731
 DE9731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9731
 DE9731.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9731
 DE9731.The ellipsoidal height was determined by GPS observations
 DE9731.and is referenced to NAD 83.
 DE9731
 DE9731.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9731;SPC MN N     -   253,676.456   678,666.321   MT  0.99990301   -1 12 08.5
 DE9731;UTM  15      - 5,303,382.768   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  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: 15TUP7121803383(NAD 83)
 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 - July 10, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7363 ***********************************************************************
 DF7363  DESIGNATION -  0404 K
 DF7363  PID         -  DF7363
 DF7363  STATE/COUNTY-  MN/BELTRAMI
 DF7363  USGS QUAD   -  NEBISH (1972)
 DF7363
 DF7363                         *CURRENT SURVEY CONTROL
 DF7363  ___________________________________________________________________
 DF7363* NAD 83(1986)-  47 51 41.     (N)    094 47 05.     (W)     SCALED    
 DF7363* NAVD 88     -       373.702  (meters)    1226.05   (feet)  ADJUSTED  
 DF7363  ___________________________________________________________________
 DF7363  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DF7363  DYNAMIC HT  -         373.764 (meters)    1226.26  (feet)  COMP
 DF7363  MODELED GRAV-     980,765.7   (mgal)                       NAVD 88
 DF7363
 DF7363  VERT ORDER  -  SECOND    CLASS I
 DF7363
 DF7363.The horizontal coordinates were scaled from a topographic map and have
 DF7363.an estimated accuracy of +/- 6 seconds.
 DF7363
 DF7363.The orthometric height was determined by differential leveling
 DF7363.and adjusted by the National Geodetic Survey in April 2004..
 DF7363
 DF7363.Photographs are available for this station.
 DF7363
 DF7363.The geoid height was determined by GEOID03.
 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     -   252,720.      673,960.      MT  (+/- 180 meters Scaled)
 DF7363
 DF7363                          SUPERSEDED SURVEY CONTROL
 DF7363
 DF7363.No superseded survey control is available for this station.
 DF7363
 DF7363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP665024(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9733 ***********************************************************************
 DE9733  DESIGNATION -  0404 L
 DE9733  PID         -  DE9733
 DE9733  STATE/COUNTY-  MN/BELTRAMI
 DE9733  USGS QUAD   -  NEBISH (1972)
 DE9733
 DE9733                         *CURRENT SURVEY CONTROL
 DE9733  ___________________________________________________________________
 DE9733* NAD 83(1996)-  47 51 38.14411(N)    094 48 12.09845(W)     ADJUSTED  
 DE9733* NAVD 88     -       371.763  (meters)    1219.69   (feet)  ADJUSTED  
 DE9733  ___________________________________________________________________
 DE9733  X           -    -359,015.553 (meters)                     COMP
 DE9733  Y           -  -4,272,396.856 (meters)                     COMP
 DE9733  Z           -   4,706,745.417 (meters)                     COMP
 DE9733  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 DE9733  ELLIP HEIGHT-         343.58  (meters)          (01/24/03) GPS OBS
 DE9733  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DE9733  DYNAMIC HT  -         371.824 (meters)    1219.89  (feet)  COMP
 DE9733  MODELED GRAV-     980,763.5   (mgal)                       NAVD 88
 DE9733
 DE9733  HORZ ORDER  -  FIRST
 DE9733  VERT ORDER  -  SECOND    CLASS I
 DE9733  ELLP ORDER  -  FOURTH    CLASS I
 DE9733
 DE9733.The horizontal coordinates were established by GPS observations
 DE9733.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9733
 DE9733.The orthometric height was determined by differential leveling
 DE9733.and adjusted by the National Geodetic Survey in April 2004..
 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 DEFLEC99 derived deflections.
 DE9733
 DE9733.The ellipsoidal height was determined by GPS observations
 DE9733.and is referenced to NAD 83.
 DE9733
 DE9733.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9733;SPC MN N     -   252,666.061   672,566.722   MT  0.99990291   -1 15 45.2
 DE9733;UTM  15      - 5,302,380.441   365,117.585   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  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: 15TUP6511802380(NAD 83)
 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 - July 29, 2003
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9021 ***********************************************************************
 DF9021  DESIGNATION -  0404 L 1
 DF9021  PID         -  DF9021
 DF9021  STATE/COUNTY-  MN/BELTRAMI
 DF9021  USGS QUAD   -  NEBISH (1972)
 DF9021
 DF9021                         *CURRENT SURVEY CONTROL
 DF9021  ___________________________________________________________________
 DF9021* NAD 83(1986)-  47 52 29.     (N)    094 48 00.     (W)     SCALED    
 DF9021* NAVD 88     -       362.006  (meters)    1187.68   (feet)  ADJUSTED  
 DF9021  ___________________________________________________________________
 DF9021  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DF9021  DYNAMIC HT  -         362.064 (meters)    1187.87  (feet)  COMP
 DF9021  MODELED GRAV-     980,763.5   (mgal)                       NAVD 88
 DF9021
 DF9021  VERT ORDER  -  SECOND    CLASS I
 DF9021
 DF9021.The horizontal coordinates were scaled from a topographic map and have
 DF9021.an estimated accuracy of +/- 6 seconds.
 DF9021
 DF9021.The orthometric height was determined by differential leveling
 DF9021.and adjusted by the National Geodetic Survey in April 2004..
 DF9021
 DF9021.The geoid height was determined by GEOID03.
 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     -   254,230.      672,850.      MT  (+/- 180 meters Scaled)
 DF9021
 DF9021                          SUPERSEDED SURVEY CONTROL
 DF9021
 DF9021.No superseded survey control is available for this station.
 DF9021
 DF9021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP654039(NAD 83)
 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 = OCTOBER  6, 2006
 DE9734 ***********************************************************************
 DE9734  DESIGNATION -  0404 M
 DE9734  PID         -  DE9734
 DE9734  STATE/COUNTY-  MN/BELTRAMI
 DE9734  USGS QUAD   -  NEBISH (1972)
 DE9734
 DE9734                         *CURRENT SURVEY CONTROL
 DE9734  ___________________________________________________________________
 DE9734* NAD 83(1996)-  47 51 54.83895(N)    094 49 56.80816(W)     ADJUSTED  
 DE9734* NAVD 88     -       369.225  (meters)    1211.37   (feet)  ADJUSTED  
 DE9734  ___________________________________________________________________
 DE9734  X           -    -361,152.020 (meters)                     COMP
 DE9734  Y           -  -4,271,831.333 (meters)                     COMP
 DE9734  Z           -   4,707,089.490 (meters)                     COMP
 DE9734  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 DE9734  ELLIP HEIGHT-         341.04  (meters)          (01/24/03) GPS OBS
 DE9734  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DE9734  DYNAMIC HT  -         369.283 (meters)    1211.56  (feet)  COMP
 DE9734  MODELED GRAV-     980,759.3   (mgal)                       NAVD 88
 DE9734
 DE9734  HORZ ORDER  -  FIRST
 DE9734  VERT ORDER  -  SECOND    CLASS I
 DE9734  ELLP ORDER  -  FOURTH    CLASS I
 DE9734
 DE9734.The horizontal coordinates were established by GPS observations
 DE9734.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9734
 DE9734.The orthometric height was determined by differential leveling
 DE9734.and adjusted by the National Geodetic Survey in April 2004..
 DE9734
 DE9734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9734
 DE9734.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9734
 DE9734.The ellipsoidal height was determined by GPS observations
 DE9734.and is referenced to NAD 83.
 DE9734
 DE9734.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9734;SPC MN N     -   253,229.869   670,402.628   MT  0.99990295   -1 17 02.8
 DE9734;UTM  15      - 5,302,947.035   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  NAVD 88 (01/24/03)  369.19   (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_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 = OCTOBER  6, 2006
 DF7365 ***********************************************************************
 DF7365  DESIGNATION -  0404 N
 DF7365  PID         -  DF7365
 DF7365  STATE/COUNTY-  MN/BELTRAMI
 DF7365  USGS QUAD   -  NEBISH (1972)
 DF7365
 DF7365                         *CURRENT SURVEY CONTROL
 DF7365  ___________________________________________________________________
 DF7365* NAD 83(1986)-  47 52 17.     (N)    094 50 46.     (W)     SCALED    
 DF7365* NAVD 88     -       365.864  (meters)    1200.34   (feet)  ADJUSTED  
 DF7365  ___________________________________________________________________
 DF7365  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DF7365  DYNAMIC HT  -         365.922 (meters)    1200.53  (feet)  COMP
 DF7365  MODELED GRAV-     980,758.8   (mgal)                       NAVD 88
 DF7365
 DF7365  VERT ORDER  -  SECOND    CLASS I
 DF7365
 DF7365.The horizontal coordinates were scaled from a topographic map and have
 DF7365.an estimated accuracy of +/- 6 seconds.
 DF7365
 DF7365.The orthometric height was determined by differential leveling
 DF7365.and adjusted by the National Geodetic Survey in April 2004..
 DF7365
 DF7365.The geoid height was determined by GEOID03.
 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     -   253,940.      669,400.      MT  (+/- 180 meters Scaled)
 DF7365
 DF7365                          SUPERSEDED SURVEY CONTROL
 DF7365
 DF7365.No superseded survey control is available for this station.
 DF7365
 DF7365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP619036(NAD 83)
 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 = OCTOBER  6, 2006
 DE9735 ***********************************************************************
 DE9735  DESIGNATION -  0404 P
 DE9735  PID         -  DE9735
 DE9735  STATE/COUNTY-  MN/BELTRAMI
 DE9735  USGS QUAD   -  REDBY (1972)
 DE9735
 DE9735                         *CURRENT SURVEY CONTROL
 DE9735  ___________________________________________________________________
 DE9735* NAD 83(1996)-  47 52 55.81735(N)    094 53 32.04645(W)     ADJUSTED  
 DE9735* NAVD 88     -       371.579  (meters)    1219.09   (feet)  ADJUSTED  
 DE9735  ___________________________________________________________________
 DE9735  X           -    -365,490.503 (meters)                     COMP
 DE9735  Y           -  -4,270,061.908 (meters)                     COMP
 DE9735  Z           -   4,708,354.590 (meters)                     COMP
 DE9735  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 DE9735  ELLIP HEIGHT-         343.39  (meters)          (01/24/03) GPS OBS
 DE9735  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DE9735  DYNAMIC HT  -         371.638 (meters)    1219.28  (feet)  COMP
 DE9735  MODELED GRAV-     980,761.6   (mgal)                       NAVD 88
 DE9735
 DE9735  HORZ ORDER  -  FIRST
 DE9735  VERT ORDER  -  SECOND    CLASS I
 DE9735  ELLP ORDER  -  FOURTH    CLASS I
 DE9735
 DE9735.The horizontal coordinates were established by GPS observations
 DE9735.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9735
 DE9735.The orthometric height was determined by differential leveling
 DE9735.and adjusted by the National Geodetic Survey in April 2004..
 DE9735
 DE9735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9735
 DE9735.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9735
 DE9735.The ellipsoidal height was determined by GPS observations
 DE9735.and is referenced to NAD 83.
 DE9735
 DE9735.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9735;SPC MN N     -   255,214.498   665,974.544   MT  0.99990315   -1 19 42.4
 DE9735;UTM  15      - 5,304,937.344   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  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_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 = OCTOBER  6, 2006
 DE9736 ***********************************************************************
 DE9736  DESIGNATION -  0404 Q
 DE9736  PID         -  DE9736
 DE9736  STATE/COUNTY-  MN/BELTRAMI
 DE9736  USGS QUAD   -  REDBY (1972)
 DE9736
 DE9736                         *CURRENT SURVEY CONTROL
 DE9736  ___________________________________________________________________
 DE9736* NAD 83(1996)-  47 52 32.71291(N)    094 55 59.28634(W)     ADJUSTED  
 DE9736* NAVD 88     -       373.157  (meters)    1224.27   (feet)  ADJUSTED  
 DE9736  ___________________________________________________________________
 DE9736  X           -    -368,584.158 (meters)                     COMP
 DE9736  Y           -  -4,270,328.356 (meters)                     COMP
 DE9736  Z           -   4,707,877.152 (meters)                     COMP
 DE9736  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 DE9736  ELLIP HEIGHT-         345.00  (meters)          (01/24/03) GPS OBS
 DE9736  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DE9736  DYNAMIC HT  -         373.217 (meters)    1224.46  (feet)  COMP
 DE9736  MODELED GRAV-     980,761.9   (mgal)                       NAVD 88
 DE9736
 DE9736  HORZ ORDER  -  FIRST
 DE9736  VERT ORDER  -  SECOND    CLASS I
 DE9736  ELLP ORDER  -  FOURTH    CLASS I
 DE9736
 DE9736.The horizontal coordinates were established by GPS observations
 DE9736.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9736
 DE9736.The orthometric height was determined by differential leveling
 DE9736.and adjusted by the National Geodetic Survey in April 2004..
 DE9736
 DE9736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9736
 DE9736.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9736
 DE9736.The ellipsoidal height was determined by GPS observations
 DE9736.and is referenced to NAD 83.
 DE9736
 DE9736.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9736;SPC MN N     -   254,572.898   662,899.644   MT  0.99990306   -1 21 31.5
 DE9736;UTM  15      - 5,304,299.820   355,453.622   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  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: 15TUP5545404300(NAD 83)
 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 = OCTOBER  6, 2006
 DE9737 ***********************************************************************
 DE9737  DESIGNATION -  0404 R
 DE9737  PID         -  DE9737
 DE9737  STATE/COUNTY-  MN/BELTRAMI
 DE9737  USGS QUAD   -  REDBY (1972)
 DE9737
 DE9737                         *CURRENT SURVEY CONTROL
 DE9737  ___________________________________________________________________
 DE9737* NAD 83(1996)-  47 52 33.37990(N)    094 57 24.30108(W)     ADJUSTED  
 DE9737* NAVD 88     -       371.166  (meters)    1217.73   (feet)  ADJUSTED  
 DE9737  ___________________________________________________________________
 DE9737  X           -    -370,342.764 (meters)                     COMP
 DE9737  Y           -  -4,270,159.537 (meters)                     COMP
 DE9737  Z           -   4,707,889.509 (meters)                     COMP
 DE9737  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 DE9737  ELLIP HEIGHT-         343.03  (meters)          (01/24/03) GPS OBS
 DE9737  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DE9737  DYNAMIC HT  -         371.226 (meters)    1217.93  (feet)  COMP
 DE9737  MODELED GRAV-     980,762.3   (mgal)                       NAVD 88
 DE9737
 DE9737  HORZ ORDER  -  FIRST
 DE9737  VERT ORDER  -  SECOND    CLASS I
 DE9737  ELLP ORDER  -  FOURTH    CLASS I
 DE9737
 DE9737.The horizontal coordinates were established by GPS observations
 DE9737.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9737
 DE9737.The orthometric height was determined by differential leveling
 DE9737.and adjusted by the National Geodetic Survey in April 2004..
 DE9737
 DE9737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9737
 DE9737.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9737
 DE9737.The ellipsoidal height was determined by GPS observations
 DE9737.and is referenced to NAD 83.
 DE9737
 DE9737.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9737;SPC MN N     -   254,635.645   661,134.292   MT  0.99990307   -1 22 34.5
 DE9737;UTM  15      - 5,304,364.884   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  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: 15TUP5368804365(NAD 83)
 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 = OCTOBER  6, 2006
 DE9738 ***********************************************************************
 DE9738  DESIGNATION -  0404 S
 DE9738  PID         -  DE9738
 DE9738  STATE/COUNTY-  MN/BELTRAMI
 DE9738  USGS QUAD   -  REDBY (1972)
 DE9738
 DE9738                         *CURRENT SURVEY CONTROL
 DE9738  ___________________________________________________________________
 DE9738* NAD 83(1996)-  47 52 33.26315(N)    094 58 42.30971(W)     ADJUSTED  
 DE9738* NAVD 88     -       371.427  (meters)    1218.59   (feet)  ADJUSTED  
 DE9738  ___________________________________________________________________
 DE9738  X           -    -371,957.944 (meters)                     COMP
 DE9738  Y           -  -4,270,022.007 (meters)                     COMP
 DE9738  Z           -   4,707,887.283 (meters)                     COMP
 DE9738  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DE9738  ELLIP HEIGHT-         343.29  (meters)          (01/24/03) GPS OBS
 DE9738  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 DE9738  DYNAMIC HT  -         371.487 (meters)    1218.79  (feet)  COMP
 DE9738  MODELED GRAV-     980,762.6   (mgal)                       NAVD 88
 DE9738
 DE9738  HORZ ORDER  -  FIRST
 DE9738  VERT ORDER  -  SECOND    CLASS I
 DE9738  ELLP ORDER  -  FOURTH    CLASS I
 DE9738
 DE9738.The horizontal coordinates were established by GPS observations
 DE9738.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9738
 DE9738.The orthometric height was determined by differential leveling
 DE9738.and adjusted by the National Geodetic Survey in April 2004..
 DE9738
 DE9738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9738
 DE9738.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9738
 DE9738.The ellipsoidal height was determined by GPS observations
 DE9738.and is referenced to NAD 83.
 DE9738
 DE9738.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9738;SPC MN N     -   254,671.195   659,513.900   MT  0.99990307   -1 23 32.4
 DE9738;UTM  15      - 5,304,402.563   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  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: 15TUP5206804403(NAD 83)
 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 = OCTOBER  6, 2006
 DE9739 ***********************************************************************
 DE9739  DESIGNATION -  0404 T
 DE9739  PID         -  DE9739
 DE9739  STATE/COUNTY-  MN/BELTRAMI
 DE9739  USGS QUAD   -  REDBY (1972)
 DE9739
 DE9739                         *CURRENT SURVEY CONTROL
 DE9739  ___________________________________________________________________
 DE9739* NAD 83(1996)-  47 52 33.93809(N)    094 59 51.55492(W)     ADJUSTED  
 DE9739* NAVD 88     -       375.176  (meters)    1230.89   (feet)  ADJUSTED  
 DE9739  ___________________________________________________________________
 DE9739  X           -    -373,390.286 (meters)                     COMP
 DE9739  Y           -  -4,269,884.006 (meters)                     COMP
 DE9739  Z           -   4,707,904.054 (meters)                     COMP
 DE9739  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 DE9739  ELLIP HEIGHT-         347.05  (meters)          (01/24/03) GPS OBS
 DE9739  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 DE9739  DYNAMIC HT  -         375.237 (meters)    1231.09  (feet)  COMP
 DE9739  MODELED GRAV-     980,763.0   (mgal)                       NAVD 88
 DE9739
 DE9739  HORZ ORDER  -  FIRST
 DE9739  VERT ORDER  -  SECOND    CLASS I
 DE9739  ELLP ORDER  -  FOURTH    CLASS I
 DE9739
 DE9739.The horizontal coordinates were established by GPS observations
 DE9739.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9739
 DE9739.The orthometric height was determined by differential leveling
 DE9739.and adjusted by the National Geodetic Survey in April 2004..
 DE9739
 DE9739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9739
 DE9739.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9739
 DE9739.The ellipsoidal height was determined by GPS observations
 DE9739.and is referenced to NAD 83.
 DE9739
 DE9739.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9739;SPC MN N     -   254,727.169   658,076.139   MT  0.99990307   -1 24 23.7
 DE9739;UTM  15      - 5,304,460.426   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  =   0.99981978
 DE9739
 DE9739                          SUPERSEDED SURVEY CONTROL
 DE9739
 DE9739  NAVD 88 (06/16/06)  375.18   (m)         1230.9    (f) LEVELING    3  
 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: 15TUP5063104460(NAD 83)
 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 - August 30, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9724 ***********************************************************************
 DE9724  DESIGNATION -  0405 A RESET
 DE9724  PID         -  DE9724
 DE9724  STATE/COUNTY-  MN/BELTRAMI
 DE9724  USGS QUAD   -  BORDEN LAKE (1972)
 DE9724
 DE9724                         *CURRENT SURVEY CONTROL
 DE9724  ___________________________________________________________________
 DE9724* NAD 83(1996)-  47 52 29.23675(N)    094 32 53.50055(W)     ADJUSTED  
 DE9724* NAVD 88     -       401.218  (meters)    1316.33   (feet)  ADJUSTED  
 DE9724  ___________________________________________________________________
 DE9724  X           -    -339,893.747 (meters)                     COMP
 DE9724  Y           -  -4,272,806.384 (meters)                     COMP
 DE9724  Z           -   4,707,825.894 (meters)                     COMP
 DE9724  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 DE9724  ELLIP HEIGHT-         372.99  (meters)          (01/24/03) GPS OBS
 DE9724  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DE9724  DYNAMIC HT  -         401.287 (meters)    1316.56  (feet)  COMP
 DE9724  MODELED GRAV-     980,771.6   (mgal)                       NAVD 88
 DE9724
 DE9724  HORZ ORDER  -  FIRST
 DE9724  VERT ORDER  -  SECOND    CLASS I
 DE9724  ELLP ORDER  -  FOURTH    CLASS I
 DE9724
 DE9724.The horizontal coordinates were established by GPS observations
 DE9724.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9724
 DE9724.The orthometric height was determined by differential leveling
 DE9724.and adjusted by the National Geodetic Survey in April 2004..
 DE9724
 DE9724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9724
 DE9724.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9724
 DE9724.The ellipsoidal height was determined by GPS observations
 DE9724.and is referenced to NAD 83.
 DE9724
 DE9724.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9724;SPC MN N     -   253,854.496   691,683.554   MT  0.99990305   -1 04 24.3
 DE9724;UTM  15      - 5,303,543.752   384,233.859   MT  0.99976468   -1 08 54.2
 DE9724
 DE9724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9724!SPC MN N     -   0.99994154  x   0.99990305  =   0.99984460
 DE9724!UTM  15      -   0.99994154  x   0.99976468  =   0.99970624
 DE9724
 DE9724                          SUPERSEDED SURVEY CONTROL
 DE9724
 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: 15TUP8423403544(NAD 83)
 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_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE9724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9724+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 DE9724
 DE9724  HISTORY     - Date     Condition        Report By
 DE9724  HISTORY     - 1961     MONUMENTED       MNDT
 DE9724  HISTORY     - 20010807 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7359 ***********************************************************************
 DF7359  DESIGNATION -  0405 B
 DF7359  PID         -  DF7359
 DF7359  STATE/COUNTY-  MN/BELTRAMI
 DF7359  USGS QUAD   -  SAUM NE (1972)
 DF7359
 DF7359                         *CURRENT SURVEY CONTROL
 DF7359  ___________________________________________________________________
 DF7359* NAD 83(1986)-  47 52 30.     (N)    094 31 34.     (W)     SCALED    
 DF7359* NAVD 88     -       403.940  (meters)    1325.26   (feet)  ADJUSTED  
 DF7359  ___________________________________________________________________
 DF7359  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DF7359  DYNAMIC HT  -         404.010 (meters)    1325.49  (feet)  COMP
 DF7359  MODELED GRAV-     980,771.3   (mgal)                       NAVD 88
 DF7359
 DF7359  VERT ORDER  -  SECOND    CLASS I
 DF7359
 DF7359.The horizontal coordinates were scaled from a topographic map and have
 DF7359.an estimated accuracy of +/- 6 seconds.
 DF7359
 DF7359.The orthometric height was determined by differential leveling
 DF7359.and adjusted by the National Geodetic Survey in April 2004..
 DF7359
 DF7359.The geoid height was determined by GEOID03.
 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     -   253,850.      693,340.      MT  (+/- 180 meters Scaled)
 DF7359
 DF7359                          SUPERSEDED SURVEY CONTROL
 DF7359
 DF7359.No superseded survey control is available for this station.
 DF7359
 DF7359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP858035(NAD 83)
 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 = OCTOBER  6, 2006
 DE9723 ***********************************************************************
 DE9723  DESIGNATION -  0405 C
 DE9723  PID         -  DE9723
 DE9723  STATE/COUNTY-  MN/BELTRAMI
 DE9723  USGS QUAD   -  SAUM NE (1972)
 DE9723
 DE9723                         *CURRENT SURVEY CONTROL
 DE9723  ___________________________________________________________________
 DE9723* NAD 83(1996)-  47 52 29.66679(N)    094 30 15.67904(W)     ADJUSTED  
 DE9723* NAVD 88     -       409.024  (meters)    1341.94   (feet)  ADJUSTED  
 DE9723  ___________________________________________________________________
 DE9723  X           -    -336,623.988 (meters)                     COMP
 DE9723  Y           -  -4,273,060.581 (meters)                     COMP
 DE9723  Z           -   4,707,840.574 (meters)                     COMP
 DE9723  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 DE9723  ELLIP HEIGHT-         380.77  (meters)          (01/24/03) GPS OBS
 DE9723  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DE9723  DYNAMIC HT  -         409.094 (meters)    1342.17  (feet)  COMP
 DE9723  MODELED GRAV-     980,770.4   (mgal)                       NAVD 88
 DE9723
 DE9723  HORZ ORDER  -  FIRST
 DE9723  VERT ORDER  -  SECOND    CLASS I
 DE9723  ELLP ORDER  -  FOURTH    CLASS I
 DE9723
 DE9723.The horizontal coordinates were established by GPS observations
 DE9723.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9723
 DE9723.The orthometric height was determined by differential leveling
 DE9723.and adjusted by the National Geodetic Survey in April 2004..
 DE9723
 DE9723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9723
 DE9723.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9723
 DE9723.The ellipsoidal height was determined by GPS observations
 DE9723.and is referenced to NAD 83.
 DE9723
 DE9723.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9723;SPC MN N     -   253,807.274   694,962.352   MT  0.99990305   -1 02 27.4
 DE9723;UTM  15      - 5,303,492.249   387,512.123   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                                280.440 METERS 11614     |
 DE9723|---------------------------------------------------------------------|
 DE9723
 DE9723                          SUPERSEDED SURVEY CONTROL
 DE9723
 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_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 = OCTOBER  6, 2006
 DE9722 ***********************************************************************
 DE9722  DESIGNATION -  0405 D
 DE9722  PID         -  DE9722
 DE9722  STATE/COUNTY-  MN/BELTRAMI
 DE9722  USGS QUAD   -  FUNKLEY (1971)
 DE9722
 DE9722                         *CURRENT SURVEY CONTROL
 DE9722  ___________________________________________________________________
 DE9722* NAD 83(1996)-  47 52 28.55240(N)    094 28 58.63017(W)     ADJUSTED  
 DE9722* NAVD 88     -       408.948  (meters)    1341.69   (feet)  ADJUSTED  
 DE9722  ___________________________________________________________________
 DE9722  X           -    -335,029.782 (meters)                     COMP
 DE9722  Y           -  -4,273,211.424 (meters)                     COMP
 DE9722  Z           -   4,707,817.427 (meters)                     COMP
 DE9722  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 DE9722  ELLIP HEIGHT-         380.69  (meters)          (01/24/03) GPS OBS
 DE9722  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DE9722  DYNAMIC HT  -         409.017 (meters)    1341.92  (feet)  COMP
 DE9722  MODELED GRAV-     980,768.3   (mgal)                       NAVD 88
 DE9722
 DE9722  HORZ ORDER  -  FIRST
 DE9722  VERT ORDER  -  SECOND    CLASS I
 DE9722  ELLP ORDER  -  FOURTH    CLASS I
 DE9722
 DE9722.The horizontal coordinates were established by GPS observations
 DE9722.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9722
 DE9722.The orthometric height was determined by differential leveling
 DE9722.and adjusted by the National Geodetic Survey in April 2004..
 DE9722
 DE9722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9722
 DE9722.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9722
 DE9722.The ellipsoidal height was determined by GPS observations
 DE9722.and is referenced to NAD 83.
 DE9722
 DE9722.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9722;SPC MN N     -   253,744.003   696,562.345   MT  0.99990305   -1 01 30.3
 DE9722;UTM  15      - 5,303,426.896   389,111.792   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  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: 15TUP8911203427(NAD 83)
 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 = OCTOBER  6, 2006
 DE9721 ***********************************************************************
 DE9721  DESIGNATION -  0405 E RESET
 DE9721  PID         -  DE9721
 DE9721  STATE/COUNTY-  MN/BELTRAMI
 DE9721  USGS QUAD   -  FUNKLEY (1971)
 DE9721
 DE9721                         *CURRENT SURVEY CONTROL
 DE9721  ___________________________________________________________________
 DE9721* NAD 83(1996)-  47 52 27.41450(N)    094 27 41.78102(W)     ADJUSTED  
 DE9721* NAVD 88     -       410.818  (meters)    1347.83   (feet)  ADJUSTED  
 DE9721  ___________________________________________________________________
 DE9721  X           -    -333,439.790 (meters)                     COMP
 DE9721  Y           -  -4,273,363.177 (meters)                     COMP
 DE9721  Z           -   4,707,795.224 (meters)                     COMP
 DE9721  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 DE9721  ELLIP HEIGHT-         382.54  (meters)          (01/24/03) GPS OBS
 DE9721  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DE9721  DYNAMIC HT  -         410.887 (meters)    1348.05  (feet)  COMP
 DE9721  MODELED GRAV-     980,767.4   (mgal)                       NAVD 88
 DE9721
 DE9721  HORZ ORDER  -  FIRST
 DE9721  VERT ORDER  -  SECOND    CLASS I
 DE9721  ELLP ORDER  -  FOURTH    CLASS I
 DE9721
 DE9721.The horizontal coordinates were established by GPS observations
 DE9721.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9721
 DE9721.The orthometric height was determined by differential leveling
 DE9721.and adjusted by the National Geodetic Survey in April 2004..
 DE9721
 DE9721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9721
 DE9721.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9721
 DE9721.The ellipsoidal height was determined by GPS observations
 DE9721.and is referenced to NAD 83.
 DE9721
 DE9721.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9721;SPC MN N     -   253,680.523   698,158.202   MT  0.99990305   -1 00 33.3
 DE9721;UTM  15      - 5,303,361.339   390,707.320   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  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_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 = OCTOBER  6, 2006
 SK1123 ***********************************************************************
 SK1123  DESIGNATION -  0405 F
 SK1123  PID         -  SK1123
 SK1123  STATE/COUNTY-  MN/BELTRAMI
 SK1123  USGS QUAD   -  FUNKLEY (1971)
 SK1123
 SK1123                         *CURRENT SURVEY CONTROL
 SK1123  ___________________________________________________________________
 SK1123* NAD 83(1996)-  47 52 27.75785(N)    094 26 16.61970(W)     ADJUSTED  
 SK1123* NAVD 88     -       414.222  (meters)    1358.99   (feet)  ADJUSTED  
 SK1123  ___________________________________________________________________
 SK1123  X           -    -331,674.971 (meters)                     COMP
 SK1123  Y           -  -4,273,494.919 (meters)                     COMP
 SK1123  Z           -   4,707,804.866 (meters)                     COMP
 SK1123  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 SK1123  ELLIP HEIGHT-         385.95  (meters)          (01/24/03) GPS OBS
 SK1123  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 SK1123  DYNAMIC HT  -         414.292 (meters)    1359.22  (feet)  COMP
 SK1123  MODELED GRAV-     980,766.3   (mgal)                       NAVD 88
 SK1123
 SK1123  HORZ ORDER  -  FIRST
 SK1123  VERT ORDER  -  SECOND    CLASS I
 SK1123  ELLP ORDER  -  FOURTH    CLASS I
 SK1123
 SK1123.The horizontal coordinates were established by GPS observations
 SK1123.and adjusted by the MN DEPT OF TRANSP in January 2003..
 SK1123
 SK1123.The orthometric height was determined by differential leveling
 SK1123.and adjusted by the National Geodetic Survey in June 1991..
 SK1123
 SK1123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK1123
 SK1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK1123
 SK1123.The ellipsoidal height was determined by GPS observations
 SK1123.and is referenced to NAD 83.
 SK1123
 SK1123.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK1123;SPC MN N     -   253,660.229   699,927.561   MT  0.99990305   -0 59 30.2
 SK1123;UTM  15      - 5,303,338.736   392,476.369   MT  0.99974206   -1 03 59.7
 SK1123
 SK1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK1123!SPC MN N     -   0.99993951  x   0.99990305  =   0.99984257
 SK1123!UTM  15      -   0.99993951  x   0.99974206  =   0.99968159
 SK1123
 SK1123                          SUPERSEDED SURVEY CONTROL
 SK1123
 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: 15TUP9247603339(NAD 83)
 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 - September 08, 2003
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK1124 ***********************************************************************
 SK1124  DESIGNATION -  0405 G
 SK1124  PID         -  SK1124
 SK1124  STATE/COUNTY-  MN/BELTRAMI
 SK1124  USGS QUAD   -  FUNKLEY (1971)
 SK1124
 SK1124                         *CURRENT SURVEY CONTROL
 SK1124  ___________________________________________________________________
 SK1124* NAD 83(1986)-  47 52 26.     (N)    094 25 28.     (W)     SCALED    
 SK1124* NAVD 88     -       411.341  (meters)    1349.54   (feet)  ADJUSTED  
 SK1124  ___________________________________________________________________
 SK1124  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 SK1124  DYNAMIC HT  -         411.410 (meters)    1349.77  (feet)  COMP
 SK1124  MODELED GRAV-     980,765.6   (mgal)                       NAVD 88
 SK1124
 SK1124  VERT ORDER  -  SECOND    CLASS I
 SK1124
 SK1124.The horizontal coordinates were scaled from a topographic map and have
 SK1124.an estimated accuracy of +/- 6 seconds.
 SK1124
 SK1124.The orthometric height was determined by differential leveling
 SK1124.and adjusted by the National Geodetic Survey in April 2004..
 SK1124
 SK1124.The geoid height was determined by GEOID03.
 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     -   253,590.      700,940.      MT  (+/- 180 meters Scaled)
 SK1124
 SK1124                          SUPERSEDED SURVEY CONTROL
 SK1124
 SK1124  NAVD 88 (06/15/91)  411.351  (m)         1349.57   (f) UNKNOWN     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: 15TUP934032(NAD 83)
 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 = OCTOBER  6, 2006
 DF4630 ***********************************************************************
 DF4630  DESIGNATION -  0406 AA
 DF4630  PID         -  DF4630
 DF4630  STATE/COUNTY-  MN/BELTRAMI
 DF4630  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4630
 DF4630                         *CURRENT SURVEY CONTROL
 DF4630  ___________________________________________________________________
 DF4630* NAD 83(1986)-  47 28 44.     (N)    094 55 07.     (W)     SCALED    
 DF4630* NAVD 88     -       427.622  (meters)    1402.96   (feet)  ADJUSTED  
 DF4630  ___________________________________________________________________
 DF4630  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DF4630  DYNAMIC HT  -         427.663 (meters)    1403.09  (feet)  COMP
 DF4630  MODELED GRAV-     980,695.9   (mgal)                       NAVD 88
 DF4630
 DF4630  VERT ORDER  -  SECOND    CLASS I
 DF4630
 DF4630.The horizontal coordinates were scaled from a topographic map and have
 DF4630.an estimated accuracy of +/- 6 seconds.
 DF4630
 DF4630.The orthometric height was determined by differential leveling
 DF4630.and adjusted by the National Geodetic Survey in August 2004..
 DF4630
 DF4630.The geoid height was determined by GEOID03.
 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     -   210,440.      662,950.      MT  (+/- 180 meters Scaled)
 DF4630
 DF4630                          SUPERSEDED SURVEY CONTROL
 DF4630
 DF4630.No superseded survey control is available for this station.
 DF4630
 DF4630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN554601(NAD 83)
 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 = OCTOBER  6, 2006
 DF4631 ***********************************************************************
 DF4631  DESIGNATION -  0406 AB
 DF4631  PID         -  DF4631
 DF4631  STATE/COUNTY-  MN/BELTRAMI
 DF4631  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4631
 DF4631                         *CURRENT SURVEY CONTROL
 DF4631  ___________________________________________________________________
 DF4631* NAD 83(1986)-  47 28 47.     (N)    094 55 09.     (W)     SCALED    
 DF4631* NAVD 88     -       427.053  (meters)    1401.09   (feet)  ADJUSTED  
 DF4631  ___________________________________________________________________
 DF4631  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DF4631  DYNAMIC HT  -         427.094 (meters)    1401.22  (feet)  COMP
 DF4631  MODELED GRAV-     980,696.0   (mgal)                       NAVD 88
 DF4631
 DF4631  VERT ORDER  -  SECOND    CLASS I
 DF4631
 DF4631.The horizontal coordinates were scaled from a topographic map and have
 DF4631.an estimated accuracy of +/- 6 seconds.
 DF4631
 DF4631.The orthometric height was determined by differential leveling
 DF4631.and adjusted by the National Geodetic Survey in August 2004..
 DF4631
 DF4631.The geoid height was determined by GEOID03.
 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     -   210,530.      662,910.      MT  (+/- 180 meters Scaled)
 DF4631
 DF4631                          SUPERSEDED SURVEY CONTROL
 DF4631
 DF4631.No superseded survey control is available for this station.
 DF4631
 DF4631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN554602(NAD 83)
 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 = OCTOBER  6, 2006
 DF4629 ***********************************************************************
 DF4629  DESIGNATION -  0406 AC
 DF4629  PID         -  DF4629
 DF4629  STATE/COUNTY-  MN/BELTRAMI
 DF4629  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4629
 DF4629                         *CURRENT SURVEY CONTROL
 DF4629  ___________________________________________________________________
 DF4629* NAD 83(1986)-  47 28 07.     (N)    094 54 56.     (W)     SCALED    
 DF4629* NAVD 88     -       425.722  (meters)    1396.72   (feet)  ADJUSTED  
 DF4629  ___________________________________________________________________
 DF4629  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DF4629  DYNAMIC HT  -         425.762 (meters)    1396.85  (feet)  COMP
 DF4629  MODELED GRAV-     980,694.2   (mgal)                       NAVD 88
 DF4629
 DF4629  VERT ORDER  -  SECOND    CLASS I
 DF4629
 DF4629.The horizontal coordinates were scaled from a topographic map and have
 DF4629.an estimated accuracy of +/- 6 seconds.
 DF4629
 DF4629.The orthometric height was determined by differential leveling
 DF4629.and adjusted by the National Geodetic Survey in August 2004..
 DF4629
 DF4629.The geoid height was determined by GEOID03.
 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     -   209,290.      663,150.      MT  (+/- 180 meters Scaled)
 DF4629
 DF4629                          SUPERSEDED SURVEY CONTROL
 DF4629
 DF4629.No superseded survey control is available for this station.
 DF4629
 DF4629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN556590(NAD 83)
 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 = OCTOBER  6, 2006
 DF4628 ***********************************************************************
 DF4628  DESIGNATION -  0406 AD
 DF4628  PID         -  DF4628
 DF4628  STATE/COUNTY-  MN/BELTRAMI
 DF4628  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4628
 DF4628                         *CURRENT SURVEY CONTROL
 DF4628  ___________________________________________________________________
 DF4628* NAD 83(1986)-  47 28 06.     (N)    094 54 56.     (W)     SCALED    
 DF4628* NAVD 88     -       425.787  (meters)    1396.94   (feet)  ADJUSTED  
 DF4628  ___________________________________________________________________
 DF4628  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DF4628  DYNAMIC HT  -         425.828 (meters)    1397.07  (feet)  COMP
 DF4628  MODELED GRAV-     980,694.2   (mgal)                       NAVD 88
 DF4628
 DF4628  VERT ORDER  -  SECOND    CLASS I
 DF4628
 DF4628.The horizontal coordinates were scaled from a topographic map and have
 DF4628.an estimated accuracy of +/- 6 seconds.
 DF4628
 DF4628.The orthometric height was determined by differential leveling
 DF4628.and adjusted by the National Geodetic Survey in August 2004..
 DF4628
 DF4628.The geoid height was determined by GEOID03.
 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     -   209,260.      663,150.      MT  (+/- 180 meters Scaled)
 DF4628
 DF4628                          SUPERSEDED SURVEY CONTROL
 DF4628
 DF4628.No superseded survey control is available for this station.
 DF4628
 DF4628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN556589(NAD 83)
 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 = OCTOBER  6, 2006
 DF4626 ***********************************************************************
 DF4626  DESIGNATION -  0406 AE
 DF4626  PID         -  DF4626
 DF4626  STATE/COUNTY-  MN/BELTRAMI
 DF4626  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4626
 DF4626                         *CURRENT SURVEY CONTROL
 DF4626  ___________________________________________________________________
 DF4626* NAD 83(1986)-  47 27 25.     (N)    094 54 24.     (W)     SCALED    
 DF4626* NAVD 88     -       422.460  (meters)    1386.02   (feet)  ADJUSTED  
 DF4626  ___________________________________________________________________
 DF4626  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DF4626  DYNAMIC HT  -         422.499 (meters)    1386.15  (feet)  COMP
 DF4626  MODELED GRAV-     980,692.4   (mgal)                       NAVD 88
 DF4626
 DF4626  VERT ORDER  -  SECOND    CLASS I
 DF4626
 DF4626.The horizontal coordinates were scaled from a topographic map and have
 DF4626.an estimated accuracy of +/- 6 seconds.
 DF4626
 DF4626.The orthometric height was determined by differential leveling
 DF4626.and adjusted by the National Geodetic Survey in August 2004..
 DF4626
 DF4626.The geoid height was determined by GEOID03.
 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     -   207,980.      663,790.      MT  (+/- 180 meters Scaled)
 DF4626
 DF4626                          SUPERSEDED SURVEY CONTROL
 DF4626
 DF4626.No superseded survey control is available for this station.
 DF4626
 DF4626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN562577(NAD 83)
 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 = OCTOBER  6, 2006
 DF4627 ***********************************************************************
 DF4627  DESIGNATION -  0406 AF
 DF4627  PID         -  DF4627
 DF4627  STATE/COUNTY-  MN/BELTRAMI
 DF4627  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4627
 DF4627                         *CURRENT SURVEY CONTROL
 DF4627  ___________________________________________________________________
 DF4627* NAD 83(1986)-  47 27 21.     (N)    094 54 24.     (W)     SCALED    
 DF4627* NAVD 88     -       422.228  (meters)    1385.26   (feet)  ADJUSTED  
 DF4627  ___________________________________________________________________
 DF4627  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DF4627  DYNAMIC HT  -         422.267 (meters)    1385.39  (feet)  COMP
 DF4627  MODELED GRAV-     980,692.3   (mgal)                       NAVD 88
 DF4627
 DF4627  VERT ORDER  -  SECOND    CLASS I
 DF4627
 DF4627.The horizontal coordinates were scaled from a topographic map and have
 DF4627.an estimated accuracy of +/- 6 seconds.
 DF4627
 DF4627.The orthometric height was determined by differential leveling
 DF4627.and adjusted by the National Geodetic Survey in August 2004..
 DF4627
 DF4627.The geoid height was determined by GEOID03.
 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     -   207,860.      663,790.      MT  (+/- 180 meters Scaled)
 DF4627
 DF4627                          SUPERSEDED SURVEY CONTROL
 DF4627
 DF4627.No superseded survey control is available for this station.
 DF4627
 DF4627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN562575(NAD 83)
 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 = OCTOBER  6, 2006
 DF4624 ***********************************************************************
 DF4624  DESIGNATION -  0406 AG
 DF4624  PID         -  DF4624
 DF4624  STATE/COUNTY-  MN/BELTRAMI
 DF4624  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4624
 DF4624                         *CURRENT SURVEY CONTROL
 DF4624  ___________________________________________________________________
 DF4624* NAD 83(1986)-  47 26 44.     (N)    094 53 18.     (W)     SCALED    
 DF4624* NAVD 88     -       413.715  (meters)    1357.33   (feet)  ADJUSTED  
 DF4624  ___________________________________________________________________
 DF4624  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DF4624  DYNAMIC HT  -         413.753 (meters)    1357.45  (feet)  COMP
 DF4624  MODELED GRAV-     980,690.9   (mgal)                       NAVD 88
 DF4624
 DF4624  VERT ORDER  -  SECOND    CLASS I
 DF4624
 DF4624.The horizontal coordinates were scaled from a topographic map and have
 DF4624.an estimated accuracy of +/- 6 seconds.
 DF4624
 DF4624.The orthometric height was determined by differential leveling
 DF4624.and adjusted by the National Geodetic Survey in August 2004..
 DF4624
 DF4624.The geoid height was determined by GEOID03.
 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     -   206,680.      665,140.      MT  (+/- 180 meters Scaled)
 DF4624
 DF4624                          SUPERSEDED SURVEY CONTROL
 DF4624
 DF4624.No superseded survey control is available for this station.
 DF4624
 DF4624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN576564(NAD 83)
 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 = OCTOBER  6, 2006
 DF4625 ***********************************************************************
 DF4625  DESIGNATION -  0406 AH
 DF4625  PID         -  DF4625
 DF4625  STATE/COUNTY-  MN/BELTRAMI
 DF4625  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4625
 DF4625                         *CURRENT SURVEY CONTROL
 DF4625  ___________________________________________________________________
 DF4625* NAD 83(1986)-  47 26 44.     (N)    094 53 19.     (W)     SCALED    
 DF4625* NAVD 88     -       413.675  (meters)    1357.20   (feet)  ADJUSTED  
 DF4625  ___________________________________________________________________
 DF4625  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DF4625  DYNAMIC HT  -         413.713 (meters)    1357.32  (feet)  COMP
 DF4625  MODELED GRAV-     980,690.9   (mgal)                       NAVD 88
 DF4625
 DF4625  VERT ORDER  -  SECOND    CLASS I
 DF4625
 DF4625.The horizontal coordinates were scaled from a topographic map and have
 DF4625.an estimated accuracy of +/- 6 seconds.
 DF4625
 DF4625.The orthometric height was determined by differential leveling
 DF4625.and adjusted by the National Geodetic Survey in August 2004..
 DF4625
 DF4625.The geoid height was determined by GEOID03.
 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     -   206,680.      665,120.      MT  (+/- 180 meters Scaled)
 DF4625
 DF4625                          SUPERSEDED SURVEY CONTROL
 DF4625
 DF4625.No superseded survey control is available for this station.
 DF4625
 DF4625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN576564(NAD 83)
 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 = OCTOBER  6, 2006
 DF4622 ***********************************************************************
 DF4622  DESIGNATION -  0406 AJ
 DF4622  PID         -  DF4622
 DF4622  STATE/COUNTY-  MN/BELTRAMI
 DF4622  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4622
 DF4622                         *CURRENT SURVEY CONTROL
 DF4622  ___________________________________________________________________
 DF4622* NAD 83(1986)-  47 26 21.     (N)    094 52 31.     (W)     SCALED    
 DF4622* NAVD 88     -       425.651  (meters)    1396.49   (feet)  ADJUSTED  
 DF4622  ___________________________________________________________________
 DF4622  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DF4622  DYNAMIC HT  -         425.689 (meters)    1396.61  (feet)  COMP
 DF4622  MODELED GRAV-     980,690.3   (mgal)                       NAVD 88
 DF4622
 DF4622  VERT ORDER  -  SECOND    CLASS I
 DF4622
 DF4622.The horizontal coordinates were scaled from a topographic map and have
 DF4622.an estimated accuracy of +/- 6 seconds.
 DF4622
 DF4622.The orthometric height was determined by differential leveling
 DF4622.and adjusted by the National Geodetic Survey in August 2004..
 DF4622
 DF4622.The geoid height was determined by GEOID03.
 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     -   205,950.      666,110.      MT  (+/- 180 meters Scaled)
 DF4622
 DF4622                          SUPERSEDED SURVEY CONTROL
 DF4622
 DF4622.No superseded survey control is available for this station.
 DF4622
 DF4622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN586556(NAD 83)
 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 = OCTOBER  6, 2006
 DF4623 ***********************************************************************
 DF4623  DESIGNATION -  0406 AK
 DF4623  PID         -  DF4623
 DF4623  STATE/COUNTY-  MN/BELTRAMI
 DF4623  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4623
 DF4623                         *CURRENT SURVEY CONTROL
 DF4623  ___________________________________________________________________
 DF4623* NAD 83(1986)-  47 26 21.     (N)    094 52 38.     (W)     SCALED    
 DF4623* NAVD 88     -       423.629  (meters)    1389.86   (feet)  ADJUSTED  
 DF4623  ___________________________________________________________________
 DF4623  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DF4623  DYNAMIC HT  -         423.667 (meters)    1389.98  (feet)  COMP
 DF4623  MODELED GRAV-     980,690.3   (mgal)                       NAVD 88
 DF4623
 DF4623  VERT ORDER  -  SECOND    CLASS I
 DF4623
 DF4623.The horizontal coordinates were scaled from a topographic map and have
 DF4623.an estimated accuracy of +/- 6 seconds.
 DF4623
 DF4623.The orthometric height was determined by differential leveling
 DF4623.and adjusted by the National Geodetic Survey in August 2004..
 DF4623
 DF4623.The geoid height was determined by GEOID03.
 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     -   205,950.      665,970.      MT  (+/- 180 meters Scaled)
 DF4623
 DF4623                          SUPERSEDED SURVEY CONTROL
 DF4623
 DF4623.No superseded survey control is available for this station.
 DF4623
 DF4623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN584556(NAD 83)
 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 = OCTOBER  6, 2006
 DF4620 ***********************************************************************
 DF4620  DESIGNATION -  0406 AL
 DF4620  PID         -  DF4620
 DF4620  STATE/COUNTY-  MN/BELTRAMI
 DF4620  USGS QUAD   -  BEMIDJI EAST (1994)
 DF4620
 DF4620                         *CURRENT SURVEY CONTROL
 DF4620  ___________________________________________________________________
 DF4620* NAD 83(1996)-  47 25 46.65740(N)    094 50 32.95777(W)     ADJUSTED  
 DF4620* NAVD 88     -       425.424  (meters)    1395.75   (feet)  ADJUSTED  
 DF4620  ___________________________________________________________________
 DF4620  X           -    -364,925.507 (meters)                     COMP
 DF4620  Y           -  -4,307,472.028 (meters)                     COMP
 DF4620  Z           -   4,674,500.983 (meters)                     COMP
 DF4620  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 DF4620  ELLIP HEIGHT-         397.36  (meters)          (07/22/03) GPS OBS
 DF4620  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DF4620  DYNAMIC HT  -         425.462 (meters)    1395.87  (feet)  COMP
 DF4620  MODELED GRAV-     980,690.3   (mgal)                       NAVD 88
 DF4620
 DF4620  HORZ ORDER  -  FIRST
 DF4620  VERT ORDER  -  SECOND    CLASS I
 DF4620  ELLP ORDER  -  THIRD     CLASS II
 DF4620
 DF4620.The horizontal coordinates were established by GPS observations
 DF4620.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF4620
 DF4620.The orthometric height was determined by differential leveling
 DF4620.and adjusted by the National Geodetic Survey in August 2004..
 DF4620
 DF4620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4620
 DF4620.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4620
 DF4620.The ellipsoidal height was determined by GPS observations
 DF4620.and is referenced to NAD 83.
 DF4620
 DF4620.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4620;SPC MN N     -   204,831.207   668,560.014   MT  0.99992775   -1 17 29.6
 DF4620;UTM  15      - 5,254,554.375   361,052.566   MT  0.99983726   -1 21 25.6
 DF4620
 DF4620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4620!SPC MN N     -   0.99993772  x   0.99992775  =   0.99986548
 DF4620!UTM  15      -   0.99993772  x   0.99983726  =   0.99977499
 DF4620
 DF4620                          SUPERSEDED SURVEY CONTROL
 DF4620
 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: 15TUN6105354554(NAD 83)
 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_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 - 2001
 DF4620
 DF4620  HISTORY     - Date     Condition        Report By
 DF4620  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4619 ***********************************************************************
 DF4619  DESIGNATION -  0406 AM
 DF4619  PID         -  DF4619
 DF4619  STATE/COUNTY-  MN/BELTRAMI
 DF4619  USGS QUAD   -  BEMIDJI EAST (1994)
 DF4619
 DF4619                         *CURRENT SURVEY CONTROL
 DF4619  ___________________________________________________________________
 DF4619* NAD 83(1986)-  47 25 48.     (N)    094 49 58.     (W)     SCALED    
 DF4619* NAVD 88     -       423.124  (meters)    1388.20   (feet)  ADJUSTED  
 DF4619  ___________________________________________________________________
 DF4619  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DF4619  DYNAMIC HT  -         423.162 (meters)    1388.32  (feet)  COMP
 DF4619  MODELED GRAV-     980,690.8   (mgal)                       NAVD 88
 DF4619
 DF4619  VERT ORDER  -  SECOND    CLASS I
 DF4619
 DF4619.The horizontal coordinates were scaled from a topographic map and have
 DF4619.an estimated accuracy of +/- 6 seconds.
 DF4619
 DF4619.The orthometric height was determined by differential leveling
 DF4619.and adjusted by the National Geodetic Survey in August 2004..
 DF4619
 DF4619.The geoid height was determined by GEOID03.
 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.      669,290.      MT  (+/- 180 meters Scaled)
 DF4619
 DF4619                          SUPERSEDED SURVEY CONTROL
 DF4619
 DF4619.No superseded survey control is available for this station.
 DF4619
 DF4619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN617545(NAD 83)
 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 = OCTOBER  6, 2006
 DF4618 ***********************************************************************
 DF4618  DESIGNATION -  0406 AN
 DF4618  PID         -  DF4618
 DF4618  STATE/COUNTY-  MN/BELTRAMI
 DF4618  USGS QUAD   -  BEMIDJI EAST (1994)
 DF4618
 DF4618                         *CURRENT SURVEY CONTROL
 DF4618  ___________________________________________________________________
 DF4618* NAD 83(1986)-  47 25 47.     (N)    094 49 57.     (W)     SCALED    
 DF4618* NAVD 88     -       423.023  (meters)    1387.87   (feet)  ADJUSTED  
 DF4618  ___________________________________________________________________
 DF4618  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DF4618  DYNAMIC HT  -         423.061 (meters)    1387.99  (feet)  COMP
 DF4618  MODELED GRAV-     980,690.7   (mgal)                       NAVD 88
 DF4618
 DF4618  VERT ORDER  -  SECOND    CLASS I
 DF4618
 DF4618.The horizontal coordinates were scaled from a topographic map and have
 DF4618.an estimated accuracy of +/- 6 seconds.
 DF4618
 DF4618.The orthometric height was determined by differential leveling
 DF4618.and adjusted by the National Geodetic Survey in August 2004..
 DF4618
 DF4618.The geoid height was determined by GEOID03.
 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     -   204,830.      669,310.      MT  (+/- 180 meters Scaled)
 DF4618
 DF4618                          SUPERSEDED SURVEY CONTROL
 DF4618
 DF4618.No superseded survey control is available for this station.
 DF4618
 DF4618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN618545(NAD 83)
 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 = OCTOBER  6, 2006
 DF4616 ***********************************************************************
 DF4616  DESIGNATION -  0406 AP
 DF4616  PID         -  DF4616
 DF4616  STATE/COUNTY-  MN/BELTRAMI
 DF4616  USGS QUAD   -  BEMIDJI EAST (1994)
 DF4616
 DF4616                         *CURRENT SURVEY CONTROL
 DF4616  ___________________________________________________________________
 DF4616* NAD 83(1986)-  47 25 47.     (N)    094 49 53.     (W)     SCALED    
 DF4616* NAVD 88     -       423.001  (meters)    1387.80   (feet)  ADJUSTED  
 DF4616  ___________________________________________________________________
 DF4616  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DF4616  DYNAMIC HT  -         423.040 (meters)    1387.92  (feet)  COMP
 DF4616  MODELED GRAV-     980,690.8   (mgal)                       NAVD 88
 DF4616
 DF4616  VERT ORDER  -  SECOND    CLASS I
 DF4616
 DF4616.The horizontal coordinates were scaled from a topographic map and have
 DF4616.an estimated accuracy of +/- 6 seconds.
 DF4616
 DF4616.The orthometric height was determined by differential leveling
 DF4616.and adjusted by the National Geodetic Survey in August 2004..
 DF4616
 DF4616.The geoid height was determined by GEOID03.
 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     -   204,820.      669,400.      MT  (+/- 180 meters Scaled)
 DF4616
 DF4616                          SUPERSEDED SURVEY CONTROL
 DF4616
 DF4616.No superseded survey control is available for this station.
 DF4616
 DF4616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN618545(NAD 83)
 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 = OCTOBER  6, 2006
 DF4617 ***********************************************************************
 DF4617  DESIGNATION -  0406 AQ
 DF4617  PID         -  DF4617
 DF4617  STATE/COUNTY-  MN/BELTRAMI
 DF4617  USGS QUAD   -  BEMIDJI EAST (1994)
 DF4617
 DF4617                         *CURRENT SURVEY CONTROL
 DF4617  ___________________________________________________________________
 DF4617* NAD 83(1986)-  47 25 47.     (N)    094 49 52.     (W)     SCALED    
 DF4617* NAVD 88     -       422.601  (meters)    1386.48   (feet)  ADJUSTED  
 DF4617  ___________________________________________________________________
 DF4617  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DF4617  DYNAMIC HT  -         422.640 (meters)    1386.61  (feet)  COMP
 DF4617  MODELED GRAV-     980,690.8   (mgal)                       NAVD 88
 DF4617
 DF4617  VERT ORDER  -  SECOND    CLASS I
 DF4617
 DF4617.The horizontal coordinates were scaled from a topographic map and have
 DF4617.an estimated accuracy of +/- 6 seconds.
 DF4617
 DF4617.The orthometric height was determined by differential leveling
 DF4617.and adjusted by the National Geodetic Survey in August 2004..
 DF4617
 DF4617.The geoid height was determined by GEOID03.
 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     -   204,820.      669,420.      MT  (+/- 180 meters Scaled)
 DF4617
 DF4617                          SUPERSEDED SURVEY CONTROL
 DF4617
 DF4617.No superseded survey control is available for this station.
 DF4617
 DF4617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN619545(NAD 83)
 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 = OCTOBER  6, 2006
 DH7187 ***********************************************************************
 DH7187  DESIGNATION -  0406 K 1
 DH7187  PID         -  DH7187
 DH7187  STATE/COUNTY-  MN/BELTRAMI
 DH7187  USGS QUAD   -  ANDRUSIA LAKE (1996)
 DH7187
 DH7187                         *CURRENT SURVEY CONTROL
 DH7187  ___________________________________________________________________
 DH7187* NAD 83(1986)-  47 26 01.     (N)    094 38 34.     (W)     SCALED    
 DH7187* NAVD 88     -       402.145  (meters)    1319.37   (feet)  ADJUSTED  
 DH7187  ___________________________________________________________________
 DH7187  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DH7187  DYNAMIC HT  -         402.186 (meters)    1319.51  (feet)  COMP
 DH7187  MODELED GRAV-     980,704.5   (mgal)                       NAVD 88
 DH7187
 DH7187  VERT ORDER  -  SECOND    CLASS I
 DH7187
 DH7187.The horizontal coordinates were scaled from a topographic map and have
 DH7187.an estimated accuracy of +/- 6 seconds.
 DH7187
 DH7187.The orthometric height was determined by differential leveling
 DH7187.and adjusted by the National Geodetic Survey in March 2006..
 DH7187.No vertical observational check was made to the station.
 DH7187
 DH7187.The geoid height was determined by GEOID03.
 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     -   204,950.      683,630.      MT  (+/- 180 meters Scaled)
 DH7187
 DH7187                          SUPERSEDED SURVEY CONTROL
 DH7187
 DH7187.No superseded survey control is available for this station.
 DH7187
 DH7187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN761546(NAD 83)
 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 = OCTOBER  6, 2006
 SK0605 ***********************************************************************
 SK0605  DESIGNATION -  0406 L
 SK0605  PID         -  SK0605
 SK0605  STATE/COUNTY-  MN/BELTRAMI
 SK0605  USGS QUAD   -  PETERSON LAKE (1994)
 SK0605
 SK0605                         *CURRENT SURVEY CONTROL
 SK0605  ___________________________________________________________________
 SK0605* NAD 83(1986)-  47 30 49.     (N)    094 59 35.     (W)     SCALED    
 SK0605* NAVD 88     -       432.948  (meters)    1420.43   (feet)  ADJUSTED  
 SK0605  ___________________________________________________________________
 SK0605  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 SK0605  DYNAMIC HT  -         432.992 (meters)    1420.57  (feet)  COMP
 SK0605  MODELED GRAV-     980,700.6   (mgal)                       NAVD 88
 SK0605
 SK0605  VERT ORDER  -  FIRST     CLASS II
 SK0605
 SK0605.The horizontal coordinates were scaled from a topographic map and have
 SK0605.an estimated accuracy of +/- 6 seconds.
 SK0605
 SK0605.The orthometric height was determined by differential leveling
 SK0605.and adjusted by the National Geodetic Survey in June 1991..
 SK0605
 SK0605.Photographs are available for this station.
 SK0605
 SK0605.The geoid height was determined by GEOID03.
 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     -   214,430.      657,430.      MT  (+/- 180 meters Scaled)
 SK0605
 SK0605                          SUPERSEDED SURVEY CONTROL
 SK0605
 SK0605.No superseded survey control is available for this station.
 SK0605
 SK0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN499641(NAD 83)
 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 = OCTOBER  6, 2006
 DG5556 ***********************************************************************
 DG5556  DESIGNATION -  0406 M
 DG5556  PID         -  DG5556
 DG5556  STATE/COUNTY-  MN/BELTRAMI
 DG5556  USGS QUAD   -  WILTON (1972)
 DG5556
 DG5556                         *CURRENT SURVEY CONTROL
 DG5556  ___________________________________________________________________
 DG5556* NAD 83(1996)-  47 30 45.89841(N)    095 00 48.09017(W)     ADJUSTED  
 DG5556* NAVD 88     -       421.6    (meters)    1383.     (feet)  GPS OBS   
 DG5556  ___________________________________________________________________
 DG5556  X           -    -377,174.396 (meters)                     COMP
 DG5556  Y           -  -4,299,577.232 (meters)                     COMP
 DG5556  Z           -   4,680,745.541 (meters)                     COMP
 DG5556  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 DG5556  ELLIP HEIGHT-         393.61  (meters)          (05/19/04) GPS OBS
 DG5556  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DG5556
 DG5556  HORZ ORDER  -  FIRST
 DG5556  ELLP ORDER  -  FOURTH    CLASS I
 DG5556
 DG5556.The horizontal coordinates were established by GPS observations
 DG5556.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5556
 DG5556.The orthometric height was determined by GPS observations and a
 DG5556.high-resolution geoid model.
 DG5556
 DG5556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5556
 DG5556.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5556
 DG5556.The ellipsoidal height was determined by GPS observations
 DG5556.and is referenced to NAD 83.
 DG5556
 DG5556.The geoid height was determined by GEOID03.
 DG5556
 DG5556;                    North         East     Units Scale Factor Converg.
 DG5556;SPC MN N     -   214,374.018   655,902.106   MT  0.99991859   -1 25 05.6
 DG5556;UTM  15      - 5,264,111.182   348,406.483   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  =   0.99985690
 DG5556!UTM  15      -   0.99993831  x   0.99988241  =   0.99982073
 DG5556
 DG5556                          SUPERSEDED SURVEY CONTROL
 DG5556
 DG5556.No superseded survey control is available for this station.
 DG5556
 DG5556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4840664111(NAD 83)
 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 = OCTOBER  6, 2006
 DG5557 ***********************************************************************
 DG5557  DESIGNATION -  0406 O
 DG5557  PID         -  DG5557
 DG5557  STATE/COUNTY-  MN/BELTRAMI
 DG5557  USGS QUAD   -  WILTON (1972)
 DG5557
 DG5557                         *CURRENT SURVEY CONTROL
 DG5557  ___________________________________________________________________
 DG5557* NAD 83(1996)-  47 30 47.26405(N)    095 03 18.24489(W)     ADJUSTED  
 DG5557* NAVD 88     -       426.5    (meters)    1399.     (feet)  GPS OBS   
 DG5557  ___________________________________________________________________
 DG5557  X           -    -380,301.816 (meters)                     COMP
 DG5557  Y           -  -4,299,273.869 (meters)                     COMP
 DG5557  Z           -   4,680,777.680 (meters)                     COMP
 DG5557  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 DG5557  ELLIP HEIGHT-         398.56  (meters)          (05/19/04) GPS OBS
 DG5557  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DG5557
 DG5557  HORZ ORDER  -  FIRST
 DG5557  ELLP ORDER  -  FOURTH    CLASS I
 DG5557
 DG5557.The horizontal coordinates were established by GPS observations
 DG5557.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5557
 DG5557.The orthometric height was determined by GPS observations and a
 DG5557.high-resolution geoid model.
 DG5557
 DG5557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5557
 DG5557.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5557
 DG5557.The ellipsoidal height was determined by GPS observations
 DG5557.and is referenced to NAD 83.
 DG5557
 DG5557.The geoid height was determined by GEOID03.
 DG5557
 DG5557;                    North         East     Units Scale Factor Converg.
 DG5557;SPC MN N     -   214,494.777   652,762.620   MT  0.99991855   -1 26 56.9
 DG5557;UTM  15      - 5,264,235.592   345,267.234   MT  0.99989423   -1 30 56.8
 DG5557
 DG5557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5557!SPC MN N     -   0.99993753  x   0.99991855  =   0.99985609
 DG5557!UTM  15      -   0.99993753  x   0.99989423  =   0.99983177
 DG5557
 DG5557                          SUPERSEDED SURVEY CONTROL
 DG5557
 DG5557.No superseded survey control is available for this station.
 DG5557
 DG5557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4526764236(NAD 83)
 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 = OCTOBER  6, 2006
 DG5558 ***********************************************************************
 DG5558  DESIGNATION -  0406 U
 DG5558  PID         -  DG5558
 DG5558  STATE/COUNTY-  MN/BELTRAMI
 DG5558  USGS QUAD   -  SOLWAY (1972)
 DG5558
 DG5558                         *CURRENT SURVEY CONTROL
 DG5558  ___________________________________________________________________
 DG5558* NAD 83(1996)-  47 31 32.47831(N)    095 11 01.64274(W)     ADJUSTED  
 DG5558* NAVD 88     -       445.6    (meters)    1462.     (feet)  GPS OBS   
 DG5558  ___________________________________________________________________
 DG5558  X           -    -389,867.784 (meters)                     COMP
 DG5558  Y           -  -4,297,395.842 (meters)                     COMP
 DG5558  Z           -   4,681,734.924 (meters)                     COMP
 DG5558  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 DG5558  ELLIP HEIGHT-         417.75  (meters)          (05/19/04) GPS OBS
 DG5558  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DG5558
 DG5558  HORZ ORDER  -  FIRST
 DG5558  ELLP ORDER  -  FOURTH    CLASS I
 DG5558
 DG5558.The horizontal coordinates were established by GPS observations
 DG5558.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5558
 DG5558.The orthometric height was determined by GPS observations and a
 DG5558.high-resolution geoid model.
 DG5558
 DG5558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5558
 DG5558.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5558
 DG5558.The ellipsoidal height was determined by GPS observations
 DG5558.and is referenced to NAD 83.
 DG5558
 DG5558.The geoid height was determined by GEOID03.
 DG5558
 DG5558;                    North         East     Units Scale Factor Converg.
 DG5558;SPC MN N     -   216,143.789   643,108.426   MT  0.99991735   -1 32 40.4
 DG5558;UTM  15      - 5,265,895.814   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  =   0.99985188
 DG5558!UTM  15      -   0.99993453  x   0.99993209  =   0.99986662
 DG5558
 DG5558                          SUPERSEDED SURVEY CONTROL
 DG5558
 DG5558.No superseded survey control is available for this station.
 DG5558
 DG5558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3561565896(NAD 83)
 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 = OCTOBER  6, 2006
 SK0891 ***********************************************************************
 SK0891  DESIGNATION -  0406 V
 SK0891  PID         -  SK0891
 SK0891  STATE/COUNTY-  MN/BELTRAMI
 SK0891  USGS QUAD   -  BEMIDJI WEST (1994)
 SK0891
 SK0891                         *CURRENT SURVEY CONTROL
 SK0891  ___________________________________________________________________
 SK0891* NAD 83(1996)-  47 29 56.48946(N)    094 55 23.46696(W)     ADJUSTED  
 SK0891* NAVD 88     -       427.921  (meters)    1403.94   (feet)  ADJUSTED  
 SK0891  ___________________________________________________________________
 SK0891  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 SK0891  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 SK0891  DYNAMIC HT  -         427.964 (meters)    1404.08  (feet)  COMP
 SK0891  MODELED GRAV-     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.No horizontal observational check was made to the station.
 SK0891
 SK0891.The orthometric height was determined by differential leveling
 SK0891.and adjusted by the National Geodetic Survey in August 2004..
 SK0891
 SK0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK0891
 SK0891.The geoid height was determined by GEOID03.
 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;                    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 C     -   377,998.207   749,272.935   MT  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  =   0.99985729
 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: 15TUN5515862414(NAD 83)
 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: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0891+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 SK0891
 SK0891  HISTORY     - Date     Condition        Report By
 SK0891  HISTORY     - 1978     MONUMENTED       MNDT
 SK0891  HISTORY     - UNK      SEE DESCRIPTION  MNDT
 SK0891  HISTORY     - 20010815 GOOD             MNDT
 SK0891
 SK0891                          STATION DESCRIPTION
 SK0891
 SK0891'DESCRIBED BY MN DEPT OF TRANSP UNK
 SK0891'RECOVERED AS DESCRIBED.
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4634 ***********************************************************************
 DF4634  DESIGNATION -  0406 W
 DF4634  PID         -  DF4634
 DF4634  STATE/COUNTY-  MN/BELTRAMI
 DF4634  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4634
 DF4634                         *CURRENT SURVEY CONTROL
 DF4634  ___________________________________________________________________
 DF4634* NAD 83(1986)-  47 29 53.     (N)    094 55 19.     (W)     SCALED    
 DF4634* NAVD 88     -       429.010  (meters)    1407.51   (feet)  ADJUSTED  
 DF4634  ___________________________________________________________________
 DF4634  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DF4634  DYNAMIC HT  -         429.052 (meters)    1407.65  (feet)  COMP
 DF4634  MODELED GRAV-     980,699.1   (mgal)                       NAVD 88
 DF4634
 DF4634  VERT ORDER  -  SECOND    CLASS I
 DF4634
 DF4634.The horizontal coordinates were scaled from a topographic map and have
 DF4634.an estimated accuracy of +/- 6 seconds.
 DF4634
 DF4634.The orthometric height was determined by differential leveling
 DF4634.and adjusted by the National Geodetic Survey in August 2004..
 DF4634
 DF4634.The geoid height was determined by GEOID03.
 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     -   212,580.      662,750.      MT  (+/- 180 meters Scaled)
 DF4634
 DF4634                          SUPERSEDED SURVEY CONTROL
 DF4634
 DF4634.No superseded survey control is available for this station.
 DF4634
 DF4634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN552623(NAD 83)
 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 = OCTOBER  6, 2006
 DF4632 ***********************************************************************
 DF4632  DESIGNATION -  0406 X
 DF4632  PID         -  DF4632
 DF4632  STATE/COUNTY-  MN/BELTRAMI
 DF4632  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4632
 DF4632                         *CURRENT SURVEY CONTROL
 DF4632  ___________________________________________________________________
 DF4632* NAD 83(1986)-  47 29 27.     (N)    094 55 16.     (W)     SCALED    
 DF4632* NAVD 88     -       429.724  (meters)    1409.85   (feet)  ADJUSTED  
 DF4632  ___________________________________________________________________
 DF4632  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DF4632  DYNAMIC HT  -         429.766 (meters)    1409.99  (feet)  COMP
 DF4632  MODELED GRAV-     980,697.8   (mgal)                       NAVD 88
 DF4632
 DF4632  VERT ORDER  -  SECOND    CLASS I
 DF4632
 DF4632.The horizontal coordinates were scaled from a topographic map and have
 DF4632.an estimated accuracy of +/- 6 seconds.
 DF4632
 DF4632.The orthometric height was determined by differential leveling
 DF4632.and adjusted by the National Geodetic Survey in August 2004..
 DF4632
 DF4632.The geoid height was determined by GEOID03.
 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     -   211,770.      662,790.      MT  (+/- 180 meters Scaled)
 DF4632
 DF4632                          SUPERSEDED SURVEY CONTROL
 DF4632
 DF4632.No superseded survey control is available for this station.
 DF4632
 DF4632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN552615(NAD 83)
 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 = OCTOBER  6, 2006
 DF4633 ***********************************************************************
 DF4633  DESIGNATION -  0406 Y
 DF4633  PID         -  DF4633
 DF4633  STATE/COUNTY-  MN/BELTRAMI
 DF4633  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4633
 DF4633                         *CURRENT SURVEY CONTROL
 DF4633  ___________________________________________________________________
 DF4633* NAD 83(1986)-  47 29 31.     (N)    094 55 11.     (W)     SCALED    
 DF4633* NAVD 88     -       430.053  (meters)    1410.93   (feet)  ADJUSTED  
 DF4633  ___________________________________________________________________
 DF4633  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DF4633  DYNAMIC HT  -         430.095 (meters)    1411.07  (feet)  COMP
 DF4633  MODELED GRAV-     980,698.0   (mgal)                       NAVD 88
 DF4633
 DF4633  VERT ORDER  -  SECOND    CLASS I
 DF4633
 DF4633.The horizontal coordinates were scaled from a topographic map and have
 DF4633.an estimated accuracy of +/- 6 seconds.
 DF4633
 DF4633.The orthometric height was determined by differential leveling
 DF4633.and adjusted by the National Geodetic Survey in August 2004..
 DF4633
 DF4633.The geoid height was determined by GEOID03.
 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     -   211,890.      662,900.      MT  (+/- 180 meters Scaled)
 DF4633
 DF4633                          SUPERSEDED SURVEY CONTROL
 DF4633
 DF4633.No superseded survey control is available for this station.
 DF4633
 DF4633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN553616(NAD 83)
 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 = OCTOBER  6, 2006
 SK0610 ***********************************************************************
 SK0610  DESIGNATION -  0406 Z
 SK0610  PID         -  SK0610
 SK0610  STATE/COUNTY-  MN/BELTRAMI
 SK0610  USGS QUAD   -  BEMIDJI WEST (1994)
 SK0610
 SK0610                         *CURRENT SURVEY CONTROL
 SK0610  ___________________________________________________________________
 SK0610* NAD 83(1986)-  47 29 00.     (N)    094 55 09.     (W)     SCALED    
 SK0610* NAVD 88     -       429.483  (meters)    1409.06   (feet)  ADJUSTED  
 SK0610  ___________________________________________________________________
 SK0610  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 SK0610  DYNAMIC HT  -         429.525 (meters)    1409.20  (feet)  COMP
 SK0610  MODELED GRAV-     980,696.6   (mgal)                       NAVD 88
 SK0610
 SK0610  VERT ORDER  -  FIRST     CLASS II
 SK0610
 SK0610.The horizontal coordinates were scaled from a topographic map and have
 SK0610.an estimated accuracy of +/- 6 seconds.
 SK0610
 SK0610.The orthometric height was determined by differential leveling
 SK0610.and adjusted by the National Geodetic Survey in June 1991..
 SK0610
 SK0610.The geoid height was determined by GEOID03.
 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     -   210,930.      662,920.      MT  (+/- 180 meters Scaled)
 SK0610
 SK0610                          SUPERSEDED SURVEY CONTROL
 SK0610
 SK0610.No superseded survey control is available for this station.
 SK0610
 SK0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN554606(NAD 83)
 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 = OCTOBER  6, 2006
 SK0489 ***********************************************************************
 SK0489  DESIGNATION -  0408 A
 SK0489  PID         -  SK0489
 SK0489  STATE/COUNTY-  MN/BELTRAMI
 SK0489  USGS QUAD   -  BEMIDJI EAST (1994)
 SK0489
 SK0489                         *CURRENT SURVEY CONTROL
 SK0489  ___________________________________________________________________
 SK0489* NAD 83(1996)-  47 26 59.91977(N)    094 51 16.72059(W)     ADJUSTED  
 SK0489* NAVD 88     -       415.007  (meters)    1361.57   (feet)  ADJUSTED  
 SK0489  ___________________________________________________________________
 SK0489  X           -    -365,697.766 (meters)                     COMP
 SK0489  Y           -  -4,305,726.822 (meters)                     COMP
 SK0489  Z           -   4,676,023.727 (meters)                     COMP
 SK0489  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 SK0489  ELLIP HEIGHT-         386.94  (meters)          (10/06/03) GPS OBS
 SK0489  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 SK0489  DYNAMIC HT  -         415.045 (meters)    1361.69  (feet)  COMP
 SK0489  MODELED GRAV-     980,692.2   (mgal)                       NAVD 88
 SK0489
 SK0489  HORZ ORDER  -  FIRST
 SK0489  VERT ORDER  -  FIRST     CLASS II
 SK0489  ELLP ORDER  -  FOURTH    CLASS I
 SK0489
 SK0489.The horizontal coordinates were established by GPS observations
 SK0489.and adjusted by the MN DEPT OF TRANSP in October 2003..
 SK0489
 SK0489.The orthometric height was determined by differential leveling
 SK0489.and adjusted by the National Geodetic Survey in June 1991..
 SK0489
 SK0489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0489
 SK0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK0489
 SK0489.The ellipsoidal height was determined by GPS observations
 SK0489.and is referenced to NAD 83.
 SK0489
 SK0489.The geoid height was determined by GEOID03.
 SK0489
 SK0489.The dynamic height is computed by dividing the NAVD 88
 SK0489.geopotential number by the normal gravity value computed on the
 SK0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0489.degrees latitude (g = 980.6199 gals.).
 SK0489
 SK0489.The modeled gravity was interpolated from observed gravity values.
 SK0489
 SK0489;                    North         East     Units Scale Factor Converg.
 SK0489;SPC MN N     -   207,113.775   667,694.541   MT  0.99992532   -1 18 02.1
 SK0489;UTM  15      - 5,256,837.734   360,189.788   MT  0.99984022   -1 21 59.4
 SK0489
 SK0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0489!SPC MN N     -   0.99993935  x   0.99992532  =   0.99986468
 SK0489!UTM  15      -   0.99993935  x   0.99984022  =   0.99977958
 SK0489
 SK0489                          SUPERSEDED SURVEY CONTROL
 SK0489
 SK0489  NAVD 88 (10/06/03)  415.01   (m)         1361.6    (f) LEVELING    3  
 SK0489
 SK0489.Superseded values are not recommended for survey control.
 SK0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0489.See file dsdata.txt to determine how the superseded data were derived.
 SK0489
 SK0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6019056838(NAD 83)
 SK0489_MARKER: DB = BENCH MARK DISK
 SK0489_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0489_SP_SET: COPPER-CLAD STEEL ROD
 SK0489_STAMPING: 0408 A 1976
 SK0489_MARK LOGO: MNDT  
 SK0489_PROJECTION: FLUSH
 SK0489_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0489+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 SK0489_ROD/PIPE-DEPTH: 21.6 meters
 SK0489
 SK0489  HISTORY     - Date     Condition        Report By
 SK0489  HISTORY     - 1976     MONUMENTED       MNDT
 SK0489  HISTORY     - 1980     GOOD             NGS
 SK0489  HISTORY     - 20030429 GOOD             MNDT
 SK0489
 SK0489                          STATION DESCRIPTION
 SK0489
 SK0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SK0489'3.7 KM (2.25 MI) SE FROM BEMIDJI.
 SK0489'0.2 KM (0.1 MI) EAST ALONG SIXTH STREET FROM THE COURTHOUSE IN
 SK0489'BEMIDJI, THENCE 3.5 KM (2.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 2,
 SK0489'0.2 KM (0.1 MI) SOUTH OF A VOCATIONAL SCHOOL, 57.6 METERS (189 FT)
 SK0489'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 52.7 METERS (173 FT) EAST
 SK0489'OF THE CENTER OF A NORTH-SOUTH STREET, 8.2 METERS (27.0 FT) SOUTH OF
 SK0489'THE CENTER OF AN EAST-WEST ROAD, 0.6 METER (2.0 FT) WEST OF A
 SK0489'POWERLINE POLE.
 SK0489'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 SK0489'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 SK0489
 SK0489                          STATION RECOVERY (2003)
 SK0489
 SK0489'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RAS)
 SK0489'THE MARK WAS RECOVERED IN BEMIDJI, 0.6 MI (1.0 KM) SE OF JCT OF PAUL
 SK0489'BUNYON DRIVE SE AND WASHINGTON AVE THEN 0.1 MI (0.2 KM) EAST, 0.1 MI
 SK0489'(0.2 KM) SOUTH OF VOCATIONAL SCHOOL, 189 FT (57.6 M) NE OF PAUL BUNYON
 SK0489'DRIVE SE, 173 FT (52.7 M) EAST OF LILAC ST, 27 FT (8.2 M) SOUTH OF
 SK0489'ROBERT ST, 2 FT (0.6 M) WEST OF P-POLE, 1.0 FT (0.3 M) SW OF WIT POST.
 SK0489'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0866 ***********************************************************************
 SK0866  DESIGNATION -  0409 B RESET
 SK0866  PID         -  SK0866
 SK0866  STATE/COUNTY-  MN/BELTRAMI
 SK0866  USGS QUAD   -  BEMIDJI EAST (1994)
 SK0866
 SK0866                         *CURRENT SURVEY CONTROL
 SK0866  ___________________________________________________________________
 SK0866* NAD 83(1996)-  47 25 51.46245(N)    094 51 48.79716(W)     ADJUSTED  
 SK0866* NAVD 88     -       429.635  (meters)    1409.56   (feet)  ADJUSTED  
 SK0866  ___________________________________________________________________
 SK0866  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 SK0866  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 SK0866  DYNAMIC HT  -         429.674 (meters)    1409.69  (feet)  COMP
 SK0866  MODELED GRAV-     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.No horizontal observational check was made to the station.
 SK0866
 SK0866.The orthometric height was determined by differential leveling
 SK0866.and adjusted by the National Geodetic Survey in August 2004..
 SK0866
 SK0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK0866
 SK0866.The geoid height was determined by GEOID03.
 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;                    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 C     -   370,393.802   753,707.600   MT  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  =   0.99986465
 SK0866!SPC MN C     -   0.99993706  x   1.00010567  =   1.00004272
 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: 15TUN5946754741(NAD 83)
 SK0866_MARKER: DV = VERTICAL CONTROL DISK
 SK0866_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0866_SP_SET: BRIDGE RAIL
 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 - August 15, 2001
 SK0866
 SK0866  HISTORY     - Date     Condition        Report By
 SK0866  HISTORY     - 1979     MONUMENTED       MNDT
 SK0866  HISTORY     - 19990401 GOOD             MNDT
 SK0866  HISTORY     - 20010815 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6284 ***********************************************************************
 DE6284  DESIGNATION -  0409 C
 DE6284  PID         -  DE6284
 DE6284  STATE/COUNTY-  MN/BELTRAMI
 DE6284  USGS QUAD   -  BEMIDJI EAST (1994)
 DE6284
 DE6284                         *CURRENT SURVEY CONTROL
 DE6284  ___________________________________________________________________
 DE6284* NAD 83(1996)-  47 24 37.67930(N)    094 51 48.39228(W)     ADJUSTED  
 DE6284* NAVD 88     -       440.0    (meters)    1444.     (feet)  GPS OBS   
 DE6284  ___________________________________________________________________
 DE6284  X           -    -366,634.629 (meters)                     COMP
 DE6284  Y           -  -4,308,911.155 (meters)                     COMP
 DE6284  Z           -   4,673,070.272 (meters)                     COMP
 DE6284  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 DE6284  ELLIP HEIGHT-         411.96  (meters)          (07/08/02) GPS OBS
 DE6284  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DE6284
 DE6284  HORZ ORDER  -  FIRST
 DE6284  ELLP ORDER  -  THIRD     CLASS I
 DE6284
 DE6284.The horizontal coordinates were established by GPS observations
 DE6284.and adjusted by the MN DEPT OF TRANSP in July 2002..
 DE6284
 DE6284.The orthometric height was determined by GPS observations and a
 DE6284.high-resolution geoid model.
 DE6284
 DE6284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6284
 DE6284.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6284
 DE6284.The ellipsoidal height was determined by GPS observations
 DE6284.and is referenced to NAD 83.
 DE6284
 DE6284.The geoid height was determined by GEOID03.
 DE6284
 DE6284;                    North         East     Units Scale Factor Converg.
 DE6284;SPC MN N     -   202,737.502   666,931.085   MT  0.99993016   -1 18 25.6
 DE6284;UTM  15      - 5,252,462.713   359,421.397   MT  0.99984287   -1 22 19.7
 DE6284
 DE6284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6284!SPC MN N     -   0.99993543  x   0.99993016  =   0.99986560
 DE6284!UTM  15      -   0.99993543  x   0.99984287  =   0.99977831
 DE6284
 DE6284                          SUPERSEDED SURVEY CONTROL
 DE6284
 DE6284.No superseded survey control is available for this station.
 DE6284
 DE6284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5942152463(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6284+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 DE6284
 DE6284  HISTORY     - Date     Condition        Report By
 DE6284  HISTORY     - 1962     MONUMENTED       MNDT
 DE6284  HISTORY     - 19990401 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4621 ***********************************************************************
 DF4621  DESIGNATION -  0409 D
 DF4621  PID         -  DF4621
 DF4621  STATE/COUNTY-  MN/BELTRAMI
 DF4621  USGS QUAD   -  BEMIDJI EAST (1994)
 DF4621
 DF4621                         *CURRENT SURVEY CONTROL
 DF4621  ___________________________________________________________________
 DF4621* NAD 83(1986)-  47 25 55.     (N)    094 51 48.     (W)     SCALED    
 DF4621* NAVD 88     -       430.173  (meters)    1411.33   (feet)  ADJUSTED  
 DF4621  ___________________________________________________________________
 DF4621  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DF4621  DYNAMIC HT  -         430.212 (meters)    1411.45  (feet)  COMP
 DF4621  MODELED GRAV-     980,689.8   (mgal)                       NAVD 88
 DF4621
 DF4621  VERT ORDER  -  SECOND    CLASS I
 DF4621
 DF4621.The horizontal coordinates were scaled from a topographic map and have
 DF4621.an estimated accuracy of +/- 6 seconds.
 DF4621
 DF4621.The orthometric height was determined by differential leveling
 DF4621.and adjusted by the National Geodetic Survey in August 2004..
 DF4621
 DF4621.The geoid height was determined by GEOID03.
 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     -   205,120.      666,990.      MT  (+/- 180 meters Scaled)
 DF4621
 DF4621                          SUPERSEDED SURVEY CONTROL
 DF4621
 DF4621.No superseded survey control is available for this station.
 DF4621
 DF4621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN594548(NAD 83)
 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 1962
 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 - August 15, 2001
 DF4621
 DF4621  HISTORY     - Date     Condition        Report By
 DF4621  HISTORY     - 1980     MONUMENTED       MNDT
 DF4621  HISTORY     - 20010815 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0469 ***********************************************************************
 SK0469  DESIGNATION -  0410 AL
 SK0469  PID         -  SK0469
 SK0469  STATE/COUNTY-  MN/BELTRAMI
 SK0469  USGS QUAD   -  TURTLE RIVER (1994)
 SK0469
 SK0469                         *CURRENT SURVEY CONTROL
 SK0469  ___________________________________________________________________
 SK0469* NAD 83(1986)-  47 36 03.     (N)    094 45 26.     (W)     SCALED    
 SK0469* NAVD 88     -       405.759  (meters)    1331.23   (feet)  ADJUSTED  
 SK0469  ___________________________________________________________________
 SK0469  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 SK0469  DYNAMIC HT  -         405.810 (meters)    1331.39  (feet)  COMP
 SK0469  MODELED GRAV-     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
 SK0469.and adjusted by the National Geodetic Survey in June 1991..
 SK0469
 SK0469.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0324 ***********************************************************************
 SK0324  DESIGNATION -  0410 BA
 SK0324  PID         -  SK0324
 SK0324  STATE/COUNTY-  MN/BELTRAMI
 SK0324  USGS QUAD   -  BLACKDUCK (1996)
 SK0324
 SK0324                         *CURRENT SURVEY CONTROL
 SK0324  ___________________________________________________________________
 SK0324* NAD 83(1986)-  47 43 36.     (N)    094 33 07.     (W)     SCALED    
 SK0324* NAVD 88     -       418.421  (meters)    1372.77   (feet)  ADJUSTED  
 SK0324  ___________________________________________________________________
 SK0324  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 SK0324  DYNAMIC HT  -         418.488 (meters)    1372.99  (feet)  COMP
 SK0324  MODELED GRAV-     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
 SK0324.and adjusted by the National Geodetic Survey in June 1991..
 SK0324
 SK0324.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0323 ***********************************************************************
 SK0323  DESIGNATION -  0410 BB
 SK0323  PID         -  SK0323
 SK0323  STATE/COUNTY-  MN/BELTRAMI
 SK0323  USGS QUAD   -  BLACKDUCK (1996)
 SK0323
 SK0323                         *CURRENT SURVEY CONTROL
 SK0323  ___________________________________________________________________
 SK0323* NAD 83(1986)-  47 43 50.     (N)    094 33 00.     (W)     SCALED    
 SK0323* NAVD 88     -       424.425  (meters)    1392.47   (feet)  ADJUSTED  
 SK0323  ___________________________________________________________________
 SK0323  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 SK0323  DYNAMIC HT  -         424.492 (meters)    1392.69  (feet)  COMP
 SK0323  MODELED GRAV-     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
 SK0323.and adjusted by the National Geodetic Survey in June 1991..
 SK0323
 SK0323.Photographs are available for this station.
 SK0323
 SK0323.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0479 ***********************************************************************
 SK0479  DESIGNATION -  0410 E
 SK0479  PID         -  SK0479
 SK0479  STATE/COUNTY-  MN/BELTRAMI
 SK0479  USGS QUAD   -  TURTLE RIVER (1994)
 SK0479
 SK0479                         *CURRENT SURVEY CONTROL
 SK0479  ___________________________________________________________________
 SK0479* NAD 83(1986)-  47 33 19.     (N)    094 50 34.     (W)     SCALED    
 SK0479* NAVD 88     -       426.890  (meters)    1400.55   (feet)  ADJUSTED  
 SK0479  ___________________________________________________________________
 SK0479  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 SK0479  DYNAMIC HT  -         426.936 (meters)    1400.71  (feet)  COMP
 SK0479  MODELED GRAV-     980,709.0   (mgal)                       NAVD 88
 SK0479
 SK0479  VERT ORDER  -  FIRST     CLASS II
 SK0479
 SK0479.The horizontal coordinates were scaled from a topographic map and have
 SK0479.an estimated accuracy of +/- 6 seconds.
 SK0479
 SK0479.The orthometric height was determined by differential leveling
 SK0479.and adjusted by the National Geodetic Survey in June 1991..
 SK0479
 SK0479.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 SK0479;SPC MN N     -   218,800.      668,850.      MT  (+/- 180 meters Scaled)
 SK0479
 SK0479                          SUPERSEDED SURVEY CONTROL
 SK0479
 SK0479.No superseded survey control is available for this station.
 SK0479
 SK0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN613685(NAD 83)
 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: MNDT  
 SK0479_PROJECTION: FLUSH
 SK0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0479+STABILITY: SURFACE MOTION
 SK0479
 SK0479  HISTORY     - Date     Condition        Report By
 SK0479  HISTORY     - 1967     MONUMENTED       MNDT
 SK0479  HISTORY     - 1980     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0476 ***********************************************************************
 SK0476  DESIGNATION -  0410 G RESET
 SK0476  PID         -  SK0476
 SK0476  STATE/COUNTY-  MN/BELTRAMI
 SK0476  USGS QUAD   -  TURTLE RIVER (1994)
 SK0476
 SK0476                         *CURRENT SURVEY CONTROL
 SK0476  ___________________________________________________________________
 SK0476* NAD 83(1986)-  47 34 10.     (N)    094 49 04.     (W)     SCALED    
 SK0476* NAVD 88     -       424.702  (meters)    1393.38   (feet)  ADJUSTED  
 SK0476  ___________________________________________________________________
 SK0476  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 SK0476  DYNAMIC HT  -         424.751 (meters)    1393.54  (feet)  COMP
 SK0476  MODELED GRAV-     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
 SK0476.and adjusted by the National Geodetic Survey in June 1991..
 SK0476
 SK0476.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0474 ***********************************************************************
 SK0474  DESIGNATION -  0410 H
 SK0474  PID         -  SK0474
 SK0474  STATE/COUNTY-  MN/BELTRAMI
 SK0474  USGS QUAD   -  TURTLE RIVER (1994)
 SK0474
 SK0474                         *CURRENT SURVEY CONTROL
 SK0474  ___________________________________________________________________
 SK0474* NAD 83(1986)-  47 34 37.     (N)    094 48 18.     (W)     SCALED    
 SK0474* NAVD 88     -       428.364  (meters)    1405.39   (feet)  ADJUSTED  
 SK0474  ___________________________________________________________________
 SK0474  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 SK0474  DYNAMIC HT  -         428.414 (meters)    1405.55  (feet)  COMP
 SK0474  MODELED GRAV-     980,715.4   (mgal)                       NAVD 88
 SK0474
 SK0474  VERT ORDER  -  FIRST     CLASS II
 SK0474
 SK0474.The horizontal coordinates were scaled from a topographic map and have
 SK0474.an estimated accuracy of +/- 6 seconds.
 SK0474
 SK0474.The orthometric height was determined by differential leveling
 SK0474.and adjusted by the National Geodetic Survey in June 1991..
 SK0474
 SK0474.The geoid height was determined by GEOID03.
 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     -   221,140.      671,750.      MT  (+/- 180 meters Scaled)
 SK0474
 SK0474                          SUPERSEDED SURVEY CONTROL
 SK0474
 SK0474.No superseded survey control is available for this station.
 SK0474
 SK0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN642708(NAD 83)
 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 = OCTOBER  6, 2006
 SK0325 ***********************************************************************
 SK0325  DESIGNATION -  0410 T
 SK0325  PID         -  SK0325
 SK0325  STATE/COUNTY-  MN/BELTRAMI
 SK0325  USGS QUAD   -  BLACKDUCK (1996)
 SK0325
 SK0325                         *CURRENT SURVEY CONTROL
 SK0325  ___________________________________________________________________
 SK0325* NAD 83(1996)-  47 43 28.56666(N)    094 33 11.94786(W)     ADJUSTED  
 SK0325* NAVD 88     -       420.015  (meters)    1378.00   (feet)  ADJUSTED  
 SK0325  ___________________________________________________________________
 SK0325  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 SK0325  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 SK0325  DYNAMIC HT  -         420.083 (meters)    1378.22  (feet)  COMP
 SK0325  MODELED GRAV-     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
 SK0325.and adjusted by the National Geodetic Survey in June 1991..
 SK0325
 SK0325.Photographs are available for this station.
 SK0325
 SK0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK0325
 SK0325.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0325;SPC MN N     -   237,167.596   690,986.430   MT  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_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 = OCTOBER  6, 2006
 SK0472 ***********************************************************************
 SK0472  DESIGNATION -  0410 T RESET
 SK0472  PID         -  SK0472
 SK0472  STATE/COUNTY-  MN/BELTRAMI
 SK0472  USGS QUAD   -  TURTLE RIVER (1994)
 SK0472
 SK0472                         *CURRENT SURVEY CONTROL
 SK0472  ___________________________________________________________________
 SK0472* NAD 83(1986)-  47 35 09.     (N)    094 47 16.     (W)     SCALED    
 SK0472* NAVD 88     -       413.644  (meters)    1357.10   (feet)  ADJUSTED  
 SK0472  ___________________________________________________________________
 SK0472  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 SK0472  DYNAMIC HT  -         413.693 (meters)    1357.26  (feet)  COMP
 SK0472  MODELED GRAV-     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
 SK0472.and adjusted by the National Geodetic Survey in June 1991..
 SK0472
 SK0472.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 SK0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0472_SP_SET: CONCRETE POST
 SK0472_STAMPING: NO 0410 T 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 = OCTOBER  6, 2006
 SK1151 ***********************************************************************
 SK1151  DESIGNATION -  0411 A RESET
 SK1151  PID         -  SK1151
 SK1151  STATE/COUNTY-  MN/BELTRAMI
 SK1151  USGS QUAD   -  BLACKDUCK (1996)
 SK1151
 SK1151                         *CURRENT SURVEY CONTROL
 SK1151  ___________________________________________________________________
 SK1151* NAD 83(1986)-  47 44 27.     (N)    094 32 06.     (W)     SCALED    
 SK1151* NAVD 88     -       430.38   (meters)    1412.0    (feet)  RESET     
 SK1151  ___________________________________________________________________
 SK1151  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 SK1151
 SK1151  VERT ORDER  -  THIRD
 SK1151
 SK1151.The horizontal coordinates were scaled from a topographic map and have
 SK1151.an estimated accuracy of +/- 6 seconds.
 SK1151
 SK1151.The orthometric height was computed from unverified reset data.
 SK1151.No vertical observational check was made to the station.
 SK1151
 SK1151.The geoid height was determined by GEOID03.
 SK1151
 SK1151;                    North         East    Units  Estimated Accuracy
 SK1151;SPC MN N     -   238,950.      692,390.      MT  (+/- 180 meters Scaled)
 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: 15TUN849886(NAD 83)
 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 = OCTOBER  6, 2006
 SK1153 ***********************************************************************
 SK1153  DESIGNATION -  0411 D RESET
 SK1153  PID         -  SK1153
 SK1153  STATE/COUNTY-  MN/BELTRAMI
 SK1153  USGS QUAD   -  FUNKLEY (1971)
 SK1153
 SK1153                         *CURRENT SURVEY CONTROL
 SK1153  ___________________________________________________________________
 SK1153* NAD 83(1986)-  47 45 24.     (N)    094 29 49.     (W)     SCALED    
 SK1153* NAVD 88     -       422.52   (meters)    1386.2    (feet)  RESET     
 SK1153  ___________________________________________________________________
 SK1153  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 SK1153
 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.No vertical observational check was made to the station.
 SK1153
 SK1153.Photographs are available for this station.
 SK1153
 SK1153.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0085 ***********************************************************************
 SK0085  DESIGNATION -  0411 E
 SK0085  PID         -  SK0085
 SK0085  STATE/COUNTY-  MN/BELTRAMI
 SK0085  USGS QUAD   -  FUNKLEY (1971)
 SK0085
 SK0085                         *CURRENT SURVEY CONTROL
 SK0085  ___________________________________________________________________
 SK0085* NAD 83(1986)-  47 46 01.     (N)    094 27 57.     (W)     SCALED    
 SK0085* NAVD 88     -       423.835  (meters)    1390.53   (feet)  ADJUSTED  
 SK0085  ___________________________________________________________________
 SK0085  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 SK0085  DYNAMIC HT  -         423.900 (meters)    1390.75  (feet)  COMP
 SK0085  MODELED GRAV-     980,750.3   (mgal)                       NAVD 88
 SK0085
 SK0085  VERT ORDER  -  FIRST     CLASS II
 SK0085
 SK0085.The horizontal coordinates were scaled from a topographic map and have
 SK0085.an estimated accuracy of +/- 6 seconds.
 SK0085
 SK0085.The orthometric height was determined by differential leveling
 SK0085.and adjusted by the National Geodetic Survey in June 1991..
 SK0085
 SK0085.The geoid height was determined by GEOID03.
 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     -   241,760.      697,630.      MT  (+/- 180 meters Scaled)
 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: 15TUN901914(NAD 83)
 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 = OCTOBER  6, 2006
 SK1154 ***********************************************************************
 SK1154  DESIGNATION -  0411 F RESET
 SK1154  PID         -  SK1154
 SK1154  STATE/COUNTY-  MN/BELTRAMI
 SK1154  USGS QUAD   -  FUNKLEY (1971)
 SK1154
 SK1154                         *CURRENT SURVEY CONTROL
 SK1154  ___________________________________________________________________
 SK1154* NAD 83(1996)-  47 46 24.69398(N)    094 27 15.00262(W)     ADJUSTED  
 SK1154* NAVD 88     -       421.62   (meters)    1383.3    (feet)  RESET     
 SK1154  ___________________________________________________________________
 SK1154  X           -    -333,530.362 (meters)                     COMP
 SK1154  Y           -  -4,281,691.302 (meters)                     COMP
 SK1154  Z           -   4,700,281.199 (meters)                     COMP
 SK1154  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 SK1154  ELLIP HEIGHT-         393.42  (meters)          (11/24/03) GPS OBS
 SK1154  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 SK1154
 SK1154  HORZ ORDER  -  FIRST
 SK1154  VERT ORDER  -  THIRD
 SK1154  ELLP ORDER  -  FOURTH    CLASS I
 SK1154
 SK1154.The horizontal coordinates were established by GPS observations
 SK1154.and adjusted by the MN DEPT OF TRANSP in November 2003..
 SK1154
 SK1154.The orthometric height was computed from unverified reset data.
 SK1154.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 SK1154
 SK1154.The ellipsoidal height was determined by GPS observations
 SK1154.and is referenced to NAD 83.
 SK1154
 SK1154.The geoid height was determined by GEOID03.
 SK1154
 SK1154;                    North         East     Units Scale Factor Converg.
 SK1154;SPC MN N     -   242,470.842   698,518.281   MT  0.99990340   -1 00 13.4
 SK1154;UTM  15      - 5,292,152.958   391,052.860   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  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: 15TUN9105392153(NAD 83)
 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: MNDT  
 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 - May 07, 2003
 SK1154
 SK1154  HISTORY     - Date     Condition        Report By
 SK1154  HISTORY     - 1988     MONUMENTED       MNDT
 SK1154  HISTORY     - 20030507 GOOD             MNDT
 SK1154
 SK1154                          STATION DESCRIPTION
 SK1154
 SK1154'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1369 ***********************************************************************
 TC1369  DESIGNATION -  0413 AA
 TC1369  PID         -  TC1369
 TC1369  STATE/COUNTY-  MN/BELTRAMI
 TC1369  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1369
 TC1369                         *CURRENT SURVEY CONTROL
 TC1369  ___________________________________________________________________
 TC1369* NAD 83(1986)-  48 16 35.     (N)    094 33 15.     (W)     SCALED    
 TC1369* NAVD 88     -       363.939  (meters)    1194.02   (feet)  ADJUSTED  
 TC1369  ___________________________________________________________________
 TC1369  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 TC1369  DYNAMIC HT  -         364.015 (meters)    1194.27  (feet)  COMP
 TC1369  MODELED GRAV-     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
 TC1369.and adjusted by the National Geodetic Survey in June 1991..
 TC1369
 TC1369.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1371 ***********************************************************************
 TC1371  DESIGNATION -  0413 AB
 TC1371  PID         -  TC1371
 TC1371  STATE/COUNTY-  MN/BELTRAMI
 TC1371  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1371
 TC1371                         *CURRENT SURVEY CONTROL
 TC1371  ___________________________________________________________________
 TC1371* NAD 83(1986)-  48 15 30.     (N)    094 33 15.     (W)     SCALED    
 TC1371* NAVD 88     -       363.395  (meters)    1192.24   (feet)  ADJUSTED  
 TC1371  ___________________________________________________________________
 TC1371  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 TC1371  DYNAMIC HT  -         363.470 (meters)    1192.48  (feet)  COMP
 TC1371  MODELED GRAV-     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
 TC1371.and adjusted by the National Geodetic Survey in June 1991..
 TC1371
 TC1371.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1373 ***********************************************************************
 TC1373  DESIGNATION -  0413 AC
 TC1373  PID         -  TC1373
 TC1373  STATE/COUNTY-  MN/BELTRAMI
 TC1373  USGS QUAD   -  WASKISH (1973)
 TC1373
 TC1373                         *CURRENT SURVEY CONTROL
 TC1373  ___________________________________________________________________
 TC1373* NAD 83(1986)-  48 14 38.     (N)    094 33 15.     (W)     SCALED    
 TC1373* NAVD 88     -       362.683  (meters)    1189.90   (feet)  ADJUSTED  
 TC1373  ___________________________________________________________________
 TC1373  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 TC1373  DYNAMIC HT  -         362.757 (meters)    1190.15  (feet)  COMP
 TC1373  MODELED GRAV-     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
 TC1373.and adjusted by the National Geodetic Survey in June 1991..
 TC1373
 TC1373.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1375 ***********************************************************************
 TC1375  DESIGNATION -  0413 AD
 TC1375  PID         -  TC1375
 TC1375  STATE/COUNTY-  MN/BELTRAMI
 TC1375  USGS QUAD   -  WASKISH (1973)
 TC1375
 TC1375                         *CURRENT SURVEY CONTROL
 TC1375  ___________________________________________________________________
 TC1375* NAD 83(1986)-  48 13 33.     (N)    094 33 15.     (W)     SCALED    
 TC1375* NAVD 88     -       361.779  (meters)    1186.94   (feet)  ADJUSTED  
 TC1375  ___________________________________________________________________
 TC1375  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 TC1375  DYNAMIC HT  -         361.852 (meters)    1187.18  (feet)  COMP
 TC1375  MODELED GRAV-     980,802.6   (mgal)                       NAVD 88
 TC1375
 TC1375  VERT ORDER  -  SECOND    CLASS I
 TC1375
 TC1375.The horizontal coordinates were scaled from a topographic map and have
 TC1375.an estimated accuracy of +/- 6 seconds.
 TC1375
 TC1375.The orthometric height was determined by differential leveling
 TC1375.and adjusted by the National Geodetic Survey in June 1991..
 TC1375
 TC1375.The geoid height was determined by GEOID03.
 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     -   292,890.      691,970.      MT  (+/- 180 meters Scaled)
 TC1375
 TC1375                          SUPERSEDED SURVEY CONTROL
 TC1375
 TC1375.No superseded survey control is available for this station.
 TC1375
 TC1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP845425(NAD 83)
 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 = OCTOBER  6, 2006
 TC1376 ***********************************************************************
 TC1376  DESIGNATION -  0413 AE
 TC1376  PID         -  TC1376
 TC1376  STATE/COUNTY-  MN/BELTRAMI
 TC1376  USGS QUAD   -  WASKISH (1973)
 TC1376
 TC1376                         *CURRENT SURVEY CONTROL
 TC1376  ___________________________________________________________________
 TC1376* NAD 83(1986)-  48 13 02.     (N)    094 33 15.     (W)     SCALED    
 TC1376* NAVD 88     -       361.136  (meters)    1184.83   (feet)  ADJUSTED  
 TC1376  ___________________________________________________________________
 TC1376  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 TC1376  DYNAMIC HT  -         361.208 (meters)    1185.06  (feet)  COMP
 TC1376  MODELED GRAV-     980,801.6   (mgal)                       NAVD 88
 TC1376
 TC1376  VERT ORDER  -  SECOND    CLASS I
 TC1376
 TC1376.The horizontal coordinates were scaled from a topographic map and have
 TC1376.an estimated accuracy of +/- 6 seconds.
 TC1376
 TC1376.The orthometric height was determined by differential leveling
 TC1376.and adjusted by the National Geodetic Survey in June 1991..
 TC1376
 TC1376.Photographs are available for this station.
 TC1376
 TC1376.The geoid height was determined by GEOID03.
 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     -   291,930.      691,950.      MT  (+/- 180 meters Scaled)
 TC1376
 TC1376                          SUPERSEDED SURVEY CONTROL
 TC1376
 TC1376.No superseded survey control is available for this station.
 TC1376
 TC1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP845416(NAD 83)
 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 = OCTOBER  6, 2006
 TC1378 ***********************************************************************
 TC1378  DESIGNATION -  0413 AF
 TC1378  PID         -  TC1378
 TC1378  STATE/COUNTY-  MN/BELTRAMI
 TC1378  USGS QUAD   -  WASKISH (1973)
 TC1378
 TC1378                         *CURRENT SURVEY CONTROL
 TC1378  ___________________________________________________________________
 TC1378* NAD 83(1986)-  48 12 07.     (N)    094 32 31.     (W)     SCALED    
 TC1378* NAVD 88     -       359.778  (meters)    1180.37   (feet)  ADJUSTED  
 TC1378  ___________________________________________________________________
 TC1378  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 TC1378  DYNAMIC HT  -         359.849 (meters)    1180.60  (feet)  COMP
 TC1378  MODELED GRAV-     980,800.0   (mgal)                       NAVD 88
 TC1378
 TC1378  VERT ORDER  -  SECOND    CLASS I
 TC1378
 TC1378.The horizontal coordinates were scaled from a topographic map and have
 TC1378.an estimated accuracy of +/- 6 seconds.
 TC1378
 TC1378.The orthometric height was determined by differential leveling
 TC1378.and adjusted by the National Geodetic Survey in June 1991..
 TC1378
 TC1378.The geoid height was determined by GEOID03.
 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     -   290,210.      692,830.      MT  (+/- 180 meters Scaled)
 TC1378
 TC1378                          SUPERSEDED SURVEY CONTROL
 TC1378
 TC1378.No superseded survey control is available for this station.
 TC1378
 TC1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP854398(NAD 83)
 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 = OCTOBER  6, 2006
 TC1379 ***********************************************************************
 TC1379  DESIGNATION -  0413 AG
 TC1379  PID         -  TC1379
 TC1379  STATE/COUNTY-  MN/BELTRAMI
 TC1379  USGS QUAD   -  WASKISH (1973)
 TC1379
 TC1379                         *CURRENT SURVEY CONTROL
 TC1379  ___________________________________________________________________
 TC1379* NAD 83(1986)-  48 11 37.     (N)    094 31 18.     (W)     SCALED    
 TC1379* NAVD 88     -       359.787  (meters)    1180.40   (feet)  ADJUSTED  
 TC1379  ___________________________________________________________________
 TC1379  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 TC1379  DYNAMIC HT  -         359.859 (meters)    1180.64  (feet)  COMP
 TC1379  MODELED GRAV-     980,799.3   (mgal)                       NAVD 88
 TC1379
 TC1379  VERT ORDER  -  SECOND    CLASS I
 TC1379
 TC1379.The horizontal coordinates were scaled from a topographic map and have
 TC1379.an estimated accuracy of +/- 6 seconds.
 TC1379
 TC1379.The orthometric height was determined by differential leveling
 TC1379.and adjusted by the National Geodetic Survey in June 1991..
 TC1379
 TC1379.The geoid height was determined by GEOID03.
 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     -   289,260.      694,320.      MT  (+/- 180 meters Scaled)
 TC1379
 TC1379                          SUPERSEDED SURVEY CONTROL
 TC1379
 TC1379.No superseded survey control is available for this station.
 TC1379
 TC1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP869389(NAD 83)
 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 = OCTOBER  6, 2006
 DF6802 ***********************************************************************
 DF6802  DESIGNATION -  0413 AG 1
 DF6802  PID         -  DF6802
 DF6802  STATE/COUNTY-  MN/BELTRAMI
 DF6802  USGS QUAD   -  WASKISH (1973)
 DF6802
 DF6802                         *CURRENT SURVEY CONTROL
 DF6802  ___________________________________________________________________
 DF6802* NAD 83(1986)-  48 12 26.     (N)    094 30 36.     (W)     SCALED    
 DF6802* NAVD 88     -       362.446  (meters)    1189.12   (feet)  ADJUSTED  
 DF6802  ___________________________________________________________________
 DF6802  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DF6802  DYNAMIC HT  -         362.519 (meters)    1189.36  (feet)  COMP
 DF6802  MODELED GRAV-     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
 DF6802.and adjusted by the National Geodetic Survey in April 2004..
 DF6802.No vertical observational check was made to the station.
 DF6802
 DF6802.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 DF6802_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DF6802+WITH SETTING: INFORMATION.
 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 = OCTOBER  6, 2006
 DF6804 ***********************************************************************
 DF6804  DESIGNATION -  0413 AG 3
 DF6804  PID         -  DF6804
 DF6804  STATE/COUNTY-  MN/BELTRAMI
 DF6804  USGS QUAD   -  NORMAN LAKE (1973)
 DF6804
 DF6804                         *CURRENT SURVEY CONTROL
 DF6804  ___________________________________________________________________
 DF6804* NAD 83(1986)-  48 12 26.     (N)    094 28 54.     (W)     SCALED    
 DF6804* NAVD 88     -       363.871  (meters)    1193.80   (feet)  ADJUSTED  
 DF6804  ___________________________________________________________________
 DF6804  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DF6804  DYNAMIC HT  -         363.944 (meters)    1194.04  (feet)  COMP
 DF6804  MODELED GRAV-     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
 DF6804.and adjusted by the National Geodetic Survey in April 2004..
 DF6804.No vertical observational check was made to the station.
 DF6804
 DF6804.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1380 ***********************************************************************
 TC1380  DESIGNATION -  0413 AH
 TC1380  PID         -  TC1380
 TC1380  STATE/COUNTY-  MN/BELTRAMI
 TC1380  USGS QUAD   -  WASKISH (1973)
 TC1380
 TC1380                         *CURRENT SURVEY CONTROL
 TC1380  ___________________________________________________________________
 TC1380* NAD 83(1986)-  48 10 57.     (N)    094 30 51.     (W)     SCALED    
 TC1380* NAVD 88     -       359.161  (meters)    1178.35   (feet)  ADJUSTED  
 TC1380  ___________________________________________________________________
 TC1380  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 TC1380  DYNAMIC HT  -         359.231 (meters)    1178.58  (feet)  COMP
 TC1380  MODELED GRAV-     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
 TC1380.and adjusted by the National Geodetic Survey in June 1991..
 TC1380
 TC1380.The geoid height was determined by GEOID03.
 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     -   288,010.      694,850.      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: 15UUP874376(NAD 83)
 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 = OCTOBER  6, 2006
 TC1384 ***********************************************************************
 TC1384  DESIGNATION -  0413 AJ
 TC1384  PID         -  TC1384
 TC1384  STATE/COUNTY-  MN/BELTRAMI
 TC1384  USGS QUAD   -  WASKISH (1973)
 TC1384
 TC1384                         *CURRENT SURVEY CONTROL
 TC1384  ___________________________________________________________________
 TC1384* NAD 83(1986)-  48 10 04.     (N)    094 30 45.     (W)     SCALED    
 TC1384* NAVD 88     -       359.816  (meters)    1180.50   (feet)  ADJUSTED  
 TC1384  ___________________________________________________________________
 TC1384  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 TC1384  DYNAMIC HT  -         359.887 (meters)    1180.73  (feet)  COMP
 TC1384  MODELED GRAV-     980,796.6   (mgal)                       NAVD 88
 TC1384
 TC1384  VERT ORDER  -  SECOND    CLASS I
 TC1384
 TC1384.The horizontal coordinates were scaled from a topographic map and have
 TC1384.an estimated accuracy of +/- 6 seconds.
 TC1384
 TC1384.The orthometric height was determined by differential leveling
 TC1384.and adjusted by the National Geodetic Survey in June 1991..
 TC1384
 TC1384.The geoid height was determined by GEOID03.
 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     -   286,370.      694,950.      MT  (+/- 180 meters Scaled)
 TC1384
 TC1384                          SUPERSEDED SURVEY CONTROL
 TC1384
 TC1384.No superseded survey control is available for this station.
 TC1384
 TC1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP875360(NAD 83)
 TC1384_MARKER: DV = VERTICAL CONTROL DISK
 TC1384_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TC1384+WITH SETTING: INFORMATION.
 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 = OCTOBER  6, 2006
 TC1385 ***********************************************************************
 TC1385  DESIGNATION -  0413 AK
 TC1385  PID         -  TC1385
 TC1385  STATE/COUNTY-  MN/BELTRAMI
 TC1385  USGS QUAD   -  WASKISH (1973)
 TC1385
 TC1385                         *CURRENT SURVEY CONTROL
 TC1385  ___________________________________________________________________
 TC1385* NAD 83(1996)-  48 09 23.02225(N)    094 30 39.45037(W)     ADJUSTED  
 TC1385* NAVD 88     -       358.786  (meters)    1177.12   (feet)  ADJUSTED  
 TC1385  ___________________________________________________________________
 TC1385  X           -    -335,283.875 (meters)                     COMP
 TC1385  Y           -  -4,249,793.595 (meters)                     COMP
 TC1385  Z           -   4,728,740.766 (meters)                     COMP
 TC1385  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 TC1385  ELLIP HEIGHT-         330.22  (meters)          (03/22/04) GPS OBS
 TC1385  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 TC1385  DYNAMIC HT  -         358.856 (meters)    1177.35  (feet)  COMP
 TC1385  MODELED GRAV-     980,795.3   (mgal)                       NAVD 88
 TC1385
 TC1385  HORZ ORDER  -  FIRST
 TC1385  VERT ORDER  -  SECOND    CLASS I
 TC1385  ELLP ORDER  -  THIRD     CLASS II
 TC1385
 TC1385.The horizontal coordinates were established by GPS observations
 TC1385.and adjusted by the MN DEPT OF TRANSP in March 2004..
 TC1385
 TC1385.The orthometric height was determined by differential leveling
 TC1385.and adjusted by the National Geodetic Survey in June 1991..
 TC1385
 TC1385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1385
 TC1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 TC1385
 TC1385.The ellipsoidal height was determined by GPS observations
 TC1385.and is referenced to NAD 83.
 TC1385
 TC1385.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TC1385;SPC MN N     -   285,106.985   695,039.748   MT  0.99991849   -1 02 45.0
 TC1385;UTM  15      - 5,334,787.023   387,631.793   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  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: 15UUP8763234787(NAD 83)
 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 = OCTOBER  6, 2006
 TC1386 ***********************************************************************
 TC1386  DESIGNATION -  0413 AL
 TC1386  PID         -  TC1386
 TC1386  STATE/COUNTY-  MN/BELTRAMI
 TC1386  USGS QUAD   -  WASKISH (1973)
 TC1386
 TC1386                         *CURRENT SURVEY CONTROL
 TC1386  ___________________________________________________________________
 TC1386* NAD 83(1986)-  48 08 48.     (N)    094 30 39.     (W)     SCALED    
 TC1386* NAVD 88     -       359.589  (meters)    1179.75   (feet)  ADJUSTED  
 TC1386  ___________________________________________________________________
 TC1386  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 TC1386  DYNAMIC HT  -         359.658 (meters)    1179.98  (feet)  COMP
 TC1386  MODELED GRAV-     980,794.3   (mgal)                       NAVD 88
 TC1386
 TC1386  VERT ORDER  -  SECOND    CLASS I
 TC1386
 TC1386.The horizontal coordinates were scaled from a topographic map and have
 TC1386.an estimated accuracy of +/- 6 seconds.
 TC1386
 TC1386.The orthometric height was determined by differential leveling
 TC1386.and adjusted by the National Geodetic Survey in June 1991..
 TC1386
 TC1386.The geoid height was determined by GEOID03.
 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     -   284,030.      695,030.      MT  (+/- 180 meters Scaled)
 TC1386
 TC1386                          SUPERSEDED SURVEY CONTROL
 TC1386
 TC1386.No superseded survey control is available for this station.
 TC1386
 TC1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP876337(NAD 83)
 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 = OCTOBER  6, 2006
 TC1387 ***********************************************************************
 TC1387  DESIGNATION -  0413 AM
 TC1387  PID         -  TC1387
 TC1387  STATE/COUNTY-  MN/BELTRAMI
 TC1387  USGS QUAD   -  WASKISH (1973)
 TC1387
 TC1387                         *CURRENT SURVEY CONTROL
 TC1387  ___________________________________________________________________
 TC1387* NAD 83(1986)-  48 08 14.     (N)    094 30 39.     (W)     SCALED    
 TC1387* NAVD 88     -       360.222  (meters)    1181.83   (feet)  ADJUSTED  
 TC1387  ___________________________________________________________________
 TC1387  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 TC1387  DYNAMIC HT  -         360.292 (meters)    1182.06  (feet)  COMP
 TC1387  MODELED GRAV-     980,793.2   (mgal)                       NAVD 88
 TC1387
 TC1387  VERT ORDER  -  SECOND    CLASS I
 TC1387
 TC1387.The horizontal coordinates were scaled from a topographic map and have
 TC1387.an estimated accuracy of +/- 6 seconds.
 TC1387
 TC1387.The orthometric height was determined by differential leveling
 TC1387.and adjusted by the National Geodetic Survey in June 1991..
 TC1387
 TC1387.The geoid height was determined by GEOID03.
 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     -   282,980.      695,010.      MT  (+/- 180 meters Scaled)
 TC1387
 TC1387                          SUPERSEDED SURVEY CONTROL
 TC1387
 TC1387.No superseded survey control is available for this station.
 TC1387
 TC1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP875326(NAD 83)
 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 = OCTOBER  6, 2006
 TC1388 ***********************************************************************
 TC1388  DESIGNATION -  0413 AN
 TC1388  PID         -  TC1388
 TC1388  STATE/COUNTY-  MN/BELTRAMI
 TC1388  USGS QUAD   -  WASKISH (1973)
 TC1388
 TC1388                         *CURRENT SURVEY CONTROL
 TC1388  ___________________________________________________________________
 TC1388* NAD 83(1986)-  48 07 32.     (N)    094 30 39.     (W)     SCALED    
 TC1388* NAVD 88     -       360.861  (meters)    1183.92   (feet)  ADJUSTED  
 TC1388  ___________________________________________________________________
 TC1388  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 TC1388  DYNAMIC HT  -         360.930 (meters)    1184.15  (feet)  COMP
 TC1388  MODELED GRAV-     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
 TC1388.and adjusted by the National Geodetic Survey in June 1991..
 TC1388
 TC1388.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1389 ***********************************************************************
 TC1389  DESIGNATION -  0413 AO
 TC1389  PID         -  TC1389
 TC1389  STATE/COUNTY-  MN/BELTRAMI
 TC1389  USGS QUAD   -  SHOTLEY BROOK (1974)
 TC1389
 TC1389                         *CURRENT SURVEY CONTROL
 TC1389  ___________________________________________________________________
 TC1389* NAD 83(1986)-  48 07 00.     (N)    094 30 35.     (W)     SCALED    
 TC1389* NAVD 88     -       363.496  (meters)    1192.57   (feet)  ADJUSTED  
 TC1389  ___________________________________________________________________
 TC1389  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 TC1389  DYNAMIC HT  -         363.566 (meters)    1192.80  (feet)  COMP
 TC1389  MODELED GRAV-     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
 TC1389.and adjusted by the National Geodetic Survey in June 1991..
 TC1389
 TC1389.The geoid height was determined by GEOID03.
 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     -   280,690.      695,050.      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: 15UUP876303(NAD 83)
 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 = OCTOBER  6, 2006
 TC1390 ***********************************************************************
 TC1390  DESIGNATION -  0413 AP
 TC1390  PID         -  TC1390
 TC1390  STATE/COUNTY-  MN/BELTRAMI
 TC1390  USGS QUAD   -  SHOTLEY BROOK (1974)
 TC1390
 TC1390                         *CURRENT SURVEY CONTROL
 TC1390  ___________________________________________________________________
 TC1390* NAD 83(1996)-  48 05 53.82380(N)    094 30 35.97179(W)     ADJUSTED  
 TC1390* NAVD 88     -       367.169  (meters)    1204.62   (feet)  ADJUSTED  
 TC1390  ___________________________________________________________________
 TC1390  X           -    -335,591.002 (meters)                     COMP
 TC1390  Y           -  -4,254,601.631 (meters)                     COMP
 TC1390  Z           -   4,724,433.920 (meters)                     COMP
 TC1390  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 TC1390  ELLIP HEIGHT-         338.65  (meters)          (03/22/04) GPS OBS
 TC1390  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 TC1390  DYNAMIC HT  -         367.239 (meters)    1204.85  (feet)  COMP
 TC1390  MODELED GRAV-     980,789.2   (mgal)                       NAVD 88
 TC1390
 TC1390  HORZ ORDER  -  FIRST
 TC1390  VERT ORDER  -  SECOND    CLASS I
 TC1390  ELLP ORDER  -  THIRD     CLASS II
 TC1390
 TC1390.The horizontal coordinates were established by GPS observations
 TC1390.and adjusted by the MN DEPT OF TRANSP in March 2004..
 TC1390
 TC1390.The orthometric height was determined by differential leveling
 TC1390.and adjusted by the National Geodetic Survey in June 1991..
 TC1390
 TC1390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1390
 TC1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 TC1390
 TC1390.The ellipsoidal height was determined by GPS observations
 TC1390.and is referenced to NAD 83.
 TC1390
 TC1390.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TC1390;SPC MN N     -   278,645.802   694,993.775   MT  0.99991333   -1 02 42.4
 TC1390;UTM  15      - 5,328,326.948   387,576.876   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 38.0
 TC1390:UTM  15      -  TRAP                                     357 33 22.0
 TC1390
 TC1390|---------------------------------------------------------------------|
 TC1390| PID    Reference Object                     Distance      Geod. Az  |
 TC1390|                                                           dddmmss.s |
 TC1390| DG4793 TRAP                                APPROX. 0.5 KM 3562555.6 |
 TC1390|---------------------------------------------------------------------|
 TC1390
 TC1390                          SUPERSEDED SURVEY CONTROL
 TC1390
 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: 15UUP8757728327(NAD 83)
 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: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1390+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1392 ***********************************************************************
 TC1392  DESIGNATION -  0413 AR
 TC1392  PID         -  TC1392
 TC1392  STATE/COUNTY-  MN/BELTRAMI
 TC1392  USGS QUAD   -  NORMAN LAKE SW (1973)
 TC1392
 TC1392                         *CURRENT SURVEY CONTROL
 TC1392  ___________________________________________________________________
 TC1392* NAD 83(1986)-  48 04 42.     (N)    094 29 54.     (W)     SCALED    
 TC1392* NAVD 88     -       369.153  (meters)    1211.13   (feet)  ADJUSTED  
 TC1392  ___________________________________________________________________
 TC1392  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 TC1392  DYNAMIC HT  -         369.222 (meters)    1211.36  (feet)  COMP
 TC1392  MODELED GRAV-     980,787.7   (mgal)                       NAVD 88
 TC1392
 TC1392  VERT ORDER  -  SECOND    CLASS I
 TC1392
 TC1392.The horizontal coordinates were scaled from a topographic map and have
 TC1392.an estimated accuracy of +/- 6 seconds.
 TC1392
 TC1392.The orthometric height was determined by differential leveling
 TC1392.and adjusted by the National Geodetic Survey in June 1991..
 TC1392
 TC1392.The geoid height was determined by GEOID03.
 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     -   276,410.      695,820.      MT  (+/- 180 meters Scaled)
 TC1392
 TC1392                          SUPERSEDED SURVEY CONTROL
 TC1392
 TC1392.No superseded survey control is available for this station.
 TC1392
 TC1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP884260(NAD 83)
 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 NOT SUITABLE FOR
 TC1392+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1394 ***********************************************************************
 TC1394  DESIGNATION -  0413 AS
 TC1394  PID         -  TC1394
 TC1394  STATE/COUNTY-  MN/BELTRAMI
 TC1394  USGS QUAD   -  NORMAN LAKE SW (1973)
 TC1394
 TC1394                         *CURRENT SURVEY CONTROL
 TC1394  ___________________________________________________________________
 TC1394* NAD 83(1986)-  48 03 30.     (N)    094 29 02.     (W)     SCALED    
 TC1394* NAVD 88     -       374.693  (meters)    1229.31   (feet)  ADJUSTED  
 TC1394  ___________________________________________________________________
 TC1394  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 TC1394  DYNAMIC HT  -         374.763 (meters)    1229.53  (feet)  COMP
 TC1394  MODELED GRAV-     980,786.2   (mgal)                       NAVD 88
 TC1394
 TC1394  VERT ORDER  -  SECOND    CLASS I
 TC1394
 TC1394.The horizontal coordinates were scaled from a topographic map and have
 TC1394.an estimated accuracy of +/- 6 seconds.
 TC1394
 TC1394.The orthometric height was determined by differential leveling
 TC1394.and adjusted by the National Geodetic Survey in June 1991..
 TC1394
 TC1394.The geoid height was determined by GEOID03.
 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     -   274,170.      696,860.      MT  (+/- 180 meters Scaled)
 TC1394
 TC1394                          SUPERSEDED SURVEY CONTROL
 TC1394
 TC1394.No superseded survey control is available for this station.
 TC1394
 TC1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP894238(NAD 83)
 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 NOT SUITABLE FOR
 TC1394+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1395 ***********************************************************************
 TC1395  DESIGNATION -  0413 AT
 TC1395  PID         -  TC1395
 TC1395  STATE/COUNTY-  MN/BELTRAMI
 TC1395  USGS QUAD   -  NORMAN LAKE SW (1973)
 TC1395
 TC1395                         *CURRENT SURVEY CONTROL
 TC1395  ___________________________________________________________________
 TC1395* NAD 83(1996)-  48 02 53.12474(N)    094 28 16.08876(W)     ADJUSTED  
 TC1395* NAVD 88     -       376.078  (meters)    1233.85   (feet)  ADJUSTED  
 TC1395  ___________________________________________________________________
 TC1395  X           -    -333,029.766 (meters)                     COMP
 TC1395  Y           -  -4,258,974.200 (meters)                     COMP
 TC1395  Z           -   4,720,711.164 (meters)                     COMP
 TC1395  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 TC1395  ELLIP HEIGHT-         347.63  (meters)          (03/22/04) GPS OBS
 TC1395  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 TC1395  DYNAMIC HT  -         376.147 (meters)    1234.08  (feet)  COMP
 TC1395  MODELED GRAV-     980,785.3   (mgal)                       NAVD 88
 TC1395
 TC1395  HORZ ORDER  -  FIRST
 TC1395  VERT ORDER  -  SECOND    CLASS I
 TC1395  ELLP ORDER  -  THIRD     CLASS II
 TC1395
 TC1395.The horizontal coordinates were established by GPS observations
 TC1395.and adjusted by the MN DEPT OF TRANSP in March 2004..
 TC1395
 TC1395.The orthometric height was determined by differential leveling
 TC1395.and adjusted by the National Geodetic Survey in June 1991..
 TC1395
 TC1395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1395
 TC1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 TC1395
 TC1395.The ellipsoidal height was determined by GPS observations
 TC1395.and is referenced to NAD 83.
 TC1395
 TC1395.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TC1395;SPC MN N     -   273,013.939   697,788.231   MT  0.99990969   -1 00 58.7
 TC1395;UTM  15      - 5,322,692.169   390,363.179   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  =   0.99985521
 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 36.6
 TC1395:UTM  15      -  0413 AU                                  139 54 17.0
 TC1395
 TC1395|---------------------------------------------------------------------|
 TC1395| PID    Reference Object                     Distance      Geod. Az  |
 TC1395|                                                           dddmmss.s |
 TC1395| TC1396 0413 AU                             APPROX. 1.0 KM 1384837.9 |
 TC1395|---------------------------------------------------------------------|
 TC1395
 TC1395                          SUPERSEDED SURVEY CONTROL
 TC1395
 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_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 - September 09, 2003
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1396 ***********************************************************************
 TC1396  DESIGNATION -  0413 AU
 TC1396  PID         -  TC1396
 TC1396  STATE/COUNTY-  MN/BELTRAMI
 TC1396  USGS QUAD   -  NORMAN LAKE SW (1973)
 TC1396
 TC1396                         *CURRENT SURVEY CONTROL
 TC1396  ___________________________________________________________________
 TC1396* NAD 83(1996)-  48 02 27.97066(N)    094 27 43.26581(W)     ADJUSTED  
 TC1396* NAVD 88     -       377.388  (meters)    1238.15   (feet)  ADJUSTED  
 TC1396  ___________________________________________________________________
 TC1396  X           -    -332,397.050 (meters)                     COMP
 TC1396  Y           -  -4,259,604.057 (meters)                     COMP
 TC1396  Z           -   4,720,192.691 (meters)                     COMP
 TC1396  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 TC1396  ELLIP HEIGHT-         348.93  (meters)          (03/22/04) GPS OBS
 TC1396  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 TC1396  DYNAMIC HT  -         377.458 (meters)    1238.38  (feet)  COMP
 TC1396  MODELED GRAV-     980,784.4   (mgal)                       NAVD 88
 TC1396
 TC1396  HORZ ORDER  -  FIRST
 TC1396  VERT ORDER  -  SECOND    CLASS I
 TC1396  ELLP ORDER  -  THIRD     CLASS II
 TC1396
 TC1396.The horizontal coordinates were established by GPS observations
 TC1396.and adjusted by the MN DEPT OF TRANSP in March 2004..
 TC1396
 TC1396.The orthometric height was determined by differential leveling
 TC1396.and adjusted by the National Geodetic Survey in June 1991..
 TC1396
 TC1396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1396
 TC1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 TC1396
 TC1396.The ellipsoidal height was determined by GPS observations
 TC1396.and is referenced to NAD 83.
 TC1396
 TC1396.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TC1396;SPC MN N     -   272,225.194   698,454.139   MT  0.99990925   -1 00 34.4
 TC1396;UTM  15      - 5,321,902.649   391,027.907   MT  0.99974591   -1 05 14.3
 TC1396
 TC1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1396!SPC MN N     -   0.99994531  x   0.99990925  =   0.99985457
 TC1396!UTM  15      -   0.99994531  x   0.99974591  =   0.99969124
 TC1396
 TC1396:                Primary Azimuth Mark                     Grid Az
 TC1396:SPC MN N     -  0413 AT                                  319 49 36.7
 TC1396:UTM  15      -  0413 AT                                  319 54 16.6
 TC1396
 TC1396|---------------------------------------------------------------------|
 TC1396| PID    Reference Object                     Distance      Geod. Az  |
 TC1396|                                                           dddmmss.s |
 TC1396| TC1395 0413 AT                             APPROX. 1.0 KM 3184902.3 |
 TC1396|---------------------------------------------------------------------|
 TC1396
 TC1396                          SUPERSEDED SURVEY CONTROL
 TC1396
 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: 15UUP9102821903(NAD 83)
 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: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1396+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1397 ***********************************************************************
 TC1397  DESIGNATION -  0413 AV
 TC1397  PID         -  TC1397
 TC1397  STATE/COUNTY-  MN/BELTRAMI
 TC1397  USGS QUAD   -  NORMAN LAKE SW (1973)
 TC1397
 TC1397                         *CURRENT SURVEY CONTROL
 TC1397  ___________________________________________________________________
 TC1397* NAD 83(1986)-  48 01 54.     (N)    094 27 07.     (W)     SCALED    
 TC1397* NAVD 88     -       380.807  (meters)    1249.36   (feet)  ADJUSTED  
 TC1397  ___________________________________________________________________
 TC1397  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 TC1397  DYNAMIC HT  -         380.876 (meters)    1249.59  (feet)  COMP
 TC1397  MODELED GRAV-     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
 TC1397.and adjusted by the National Geodetic Survey in June 1991..
 TC1397
 TC1397.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 TC1397_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TC1397+WITH SETTING: INFORMATION.
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1399 ***********************************************************************
 TC1399  DESIGNATION -  0413 AX
 TC1399  PID         -  TC1399
 TC1399  STATE/COUNTY-  MN/BELTRAMI
 TC1399  USGS QUAD   -  NORMAN LAKE SW (1973)
 TC1399
 TC1399                         *CURRENT SURVEY CONTROL
 TC1399  ___________________________________________________________________
 TC1399* NAD 83(1986)-  48 00 45.     (N)    094 27 04.     (W)     SCALED    
 TC1399* NAVD 88     -       382.097  (meters)    1253.60   (feet)  ADJUSTED  
 TC1399  ___________________________________________________________________
 TC1399  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 TC1399  DYNAMIC HT  -         382.166 (meters)    1253.82  (feet)  COMP
 TC1399  MODELED GRAV-     980,781.6   (mgal)                       NAVD 88
 TC1399
 TC1399  VERT ORDER  -  SECOND    CLASS I
 TC1399
 TC1399.The horizontal coordinates were scaled from a topographic map and have
 TC1399.an estimated accuracy of +/- 6 seconds.
 TC1399
 TC1399.The orthometric height was determined by differential leveling
 TC1399.and adjusted by the National Geodetic Survey in June 1991..
 TC1399
 TC1399.The geoid height was determined by GEOID03.
 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     -   269,030.      699,210.      MT  (+/- 180 meters Scaled)
 TC1399
 TC1399                          SUPERSEDED SURVEY CONTROL
 TC1399
 TC1399.No superseded survey control is available for this station.
 TC1399
 TC1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP917187(NAD 83)
 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 - September 09, 2003
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1400 ***********************************************************************
 TC1400  DESIGNATION -  0413 AY
 TC1400  PID         -  TC1400
 TC1400  STATE/COUNTY-  MN/BELTRAMI
 TC1400  USGS QUAD   -  NORMAN LAKE SW (1973)
 TC1400
 TC1400                         *CURRENT SURVEY CONTROL
 TC1400  ___________________________________________________________________
 TC1400* NAD 83(1986)-  48 00 14.     (N)    094 26 59.     (W)     SCALED    
 TC1400* NAVD 88     -       386.051  (meters)    1266.57   (feet)  ADJUSTED  
 TC1400  ___________________________________________________________________
 TC1400  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 TC1400  DYNAMIC HT  -         386.121 (meters)    1266.80  (feet)  COMP
 TC1400  MODELED GRAV-     980,780.6   (mgal)                       NAVD 88
 TC1400
 TC1400  VERT ORDER  -  SECOND    CLASS I
 TC1400
 TC1400.The horizontal coordinates were scaled from a topographic map and have
 TC1400.an estimated accuracy of +/- 6 seconds.
 TC1400
 TC1400.The orthometric height was determined by differential leveling
 TC1400.and adjusted by the National Geodetic Survey in June 1991..
 TC1400
 TC1400.The geoid height was determined by GEOID03.
 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     -   268,070.      699,300.      MT  (+/- 180 meters Scaled)
 TC1400
 TC1400                          SUPERSEDED SURVEY CONTROL
 TC1400
 TC1400.No superseded survey control is available for this station.
 TC1400
 TC1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP918177(NAD 83)
 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 - September 09, 2003
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK1105 ***********************************************************************
 SK1105  DESIGNATION -  0413 AZ
 SK1105  PID         -  SK1105
 SK1105  STATE/COUNTY-  MN/BELTRAMI
 SK1105  USGS QUAD   -  KELLIHER (1971)
 SK1105
 SK1105                         *CURRENT SURVEY CONTROL
 SK1105  ___________________________________________________________________
 SK1105* NAD 83(1986)-  47 59 21.     (N)    094 26 58.     (W)     SCALED    
 SK1105* NAVD 88     -       390.529  (meters)    1281.26   (feet)  ADJUSTED  
 SK1105  ___________________________________________________________________
 SK1105  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 SK1105  DYNAMIC HT  -         390.599 (meters)    1281.49  (feet)  COMP
 SK1105  MODELED GRAV-     980,779.1   (mgal)                       NAVD 88
 SK1105
 SK1105  VERT ORDER  -  SECOND    CLASS I
 SK1105
 SK1105.The horizontal coordinates were scaled from a topographic map and have
 SK1105.an estimated accuracy of +/- 6 seconds.
 SK1105
 SK1105.The orthometric height was determined by differential leveling
 SK1105.and adjusted by the National Geodetic Survey in June 1991..
 SK1105
 SK1105.The geoid height was determined by GEOID03.
 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     -   266,440.      699,290.      MT  (+/- 180 meters Scaled)
 SK1105
 SK1105                          SUPERSEDED SURVEY CONTROL
 SK1105
 SK1105.No superseded survey control is available for this station.
 SK1105
 SK1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP918161(NAD 83)
 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 NOT SUITABLE FOR
 SK1105+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK1119 ***********************************************************************
 SK1119  DESIGNATION -  0413 B
 SK1119  PID         -  SK1119
 SK1119  STATE/COUNTY-  MN/BELTRAMI
 SK1119  USGS QUAD   -  KELLIHER (1971)
 SK1119
 SK1119                         *CURRENT SURVEY CONTROL
 SK1119  ___________________________________________________________________
 SK1119* NAD 83(1996)-  47 54 52.07319(N)    094 26 32.85051(W)     ADJUSTED  
 SK1119* NAVD 88     -       406.094  (meters)    1332.33   (feet)  ADJUSTED  
 SK1119  ___________________________________________________________________
 SK1119  X           -    -331,754.664 (meters)                     COMP
 SK1119  Y           -  -4,270,166.194 (meters)                     COMP
 SK1119  Z           -   4,710,787.586 (meters)                     COMP
 SK1119  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 SK1119  ELLIP HEIGHT-         377.79  (meters)          (03/22/04) GPS OBS
 SK1119  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 SK1119  DYNAMIC HT  -         406.163 (meters)    1332.55  (feet)  COMP
 SK1119  MODELED GRAV-     980,770.9   (mgal)                       NAVD 88
 SK1119
 SK1119  HORZ ORDER  -  FIRST
 SK1119  VERT ORDER  -  SECOND    CLASS I
 SK1119  ELLP ORDER  -  THIRD     CLASS II
 SK1119
 SK1119.The horizontal coordinates were established by GPS observations
 SK1119.and adjusted by the MN DEPT OF TRANSP in March 2004..
 SK1119
 SK1119.The orthometric height was determined by differential leveling
 SK1119.and adjusted by the National Geodetic Survey in June 1991..
 SK1119
 SK1119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK1119
 SK1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK1119
 SK1119.The ellipsoidal height was determined by GPS observations
 SK1119.and is referenced to NAD 83.
 SK1119
 SK1119.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK1119;SPC MN N     -   258,122.243   699,667.774   MT  0.99990377   -0 59 42.2
 SK1119;UTM  15      - 5,307,800.369   392,222.481   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  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_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 = OCTOBER  6, 2006
 SK1107 ***********************************************************************
 SK1107  DESIGNATION -  0413 BA
 SK1107  PID         -  SK1107
 SK1107  STATE/COUNTY-  MN/BELTRAMI
 SK1107  USGS QUAD   -  KELLIHER (1971)
 SK1107
 SK1107                         *CURRENT SURVEY CONTROL
 SK1107  ___________________________________________________________________
 SK1107* NAD 83(1996)-  47 57 43.45773(N)    094 27 00.82527(W)     ADJUSTED  
 SK1107* NAVD 88     -       409.441  (meters)    1343.31   (feet)  ADJUSTED  
 SK1107  ___________________________________________________________________
 SK1107  X           -    -332,029.023 (meters)                     COMP
 SK1107  Y           -  -4,266,205.071 (meters)                     COMP
 SK1107  Z           -   4,714,336.440 (meters)                     COMP
 SK1107  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 SK1107  ELLIP HEIGHT-         381.10  (meters)          (03/22/04) GPS OBS
 SK1107  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 SK1107  DYNAMIC HT  -         409.514 (meters)    1343.55  (feet)  COMP
 SK1107  MODELED GRAV-     980,776.3   (mgal)                       NAVD 88
 SK1107
 SK1107  HORZ ORDER  -  FIRST
 SK1107  VERT ORDER  -  SECOND    CLASS I
 SK1107  ELLP ORDER  -  THIRD     CLASS II
 SK1107
 SK1107.The horizontal coordinates were established by GPS observations
 SK1107.and adjusted by the MN DEPT OF TRANSP in March 2004..
 SK1107
 SK1107.The orthometric height was determined by differential leveling
 SK1107.and adjusted by the National Geodetic Survey in June 1991..
 SK1107
 SK1107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK1107
 SK1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK1107
 SK1107.The ellipsoidal height was determined by GPS observations
 SK1107.and is referenced to NAD 83.
 SK1107
 SK1107.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK1107;SPC MN N     -   263,424.405   699,179.512   MT  0.99990525   -1 00 02.9
 SK1107;UTM  15      - 5,313,102.319   391,741.327   MT  0.99974401   -1 04 37.9
 SK1107
 SK1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK1107!SPC MN N     -   0.99994027  x   0.99990525  =   0.99984553
 SK1107!UTM  15      -   0.99994027  x   0.99974401  =   0.99968430
 SK1107
 SK1107:                Primary Azimuth Mark                     Grid Az
 SK1107:SPC MN N     -  WALDO                                    175 52 28.3
 SK1107:UTM  15      -  WALDO                                    175 57 03.3
 SK1107
 SK1107|---------------------------------------------------------------------|
 SK1107| PID    Reference Object                     Distance      Geod. Az  |
 SK1107|                                                           dddmmss.s |
 SK1107| DG4794 WALDO                               APPROX. 0.5 KM 1745225.4 |
 SK1107|---------------------------------------------------------------------|
 SK1107
 SK1107                          SUPERSEDED SURVEY CONTROL
 SK1107
 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_MARKER: DV = VERTICAL CONTROL DISK
 SK1107_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SK1107+WITH SETTING: INFORMATION.
 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 - September 09, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK1108 ***********************************************************************
 SK1108  DESIGNATION -  0413 BB
 SK1108  PID         -  SK1108
 SK1108  STATE/COUNTY-  MN/BELTRAMI
 SK1108  USGS QUAD   -  KELLIHER (1971)
 SK1108
 SK1108                         *CURRENT SURVEY CONTROL
 SK1108  ___________________________________________________________________
 SK1108* NAD 83(1986)-  47 57 07.     (N)    094 26 56.     (W)     SCALED    
 SK1108* NAVD 88     -       411.238  (meters)    1349.20   (feet)  ADJUSTED  
 SK1108  ___________________________________________________________________
 SK1108  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 SK1108  DYNAMIC HT  -         411.311 (meters)    1349.44  (feet)  COMP
 SK1108  MODELED GRAV-     980,775.1   (mgal)                       NAVD 88
 SK1108
 SK1108  VERT ORDER  -  SECOND    CLASS I
 SK1108
 SK1108.The horizontal coordinates were scaled from a topographic map and have
 SK1108.an estimated accuracy of +/- 6 seconds.
 SK1108
 SK1108.The orthometric height was determined by differential leveling
 SK1108.and adjusted by the National Geodetic Survey in June 1991..
 SK1108
 SK1108.Photographs are available for this station.
 SK1108
 SK1108.The geoid height was determined by GEOID03.
 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     -   262,300.      699,260.      MT  (+/- 180 meters Scaled)
 SK1108
 SK1108                          SUPERSEDED SURVEY CONTROL
 SK1108
 SK1108.No superseded survey control is available for this station.
 SK1108
 SK1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP918119(NAD 83)
 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 NOT SUITABLE FOR
 SK1108+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK1114 ***********************************************************************
 SK1114  DESIGNATION -  0413 BC
 SK1114  PID         -  SK1114
 SK1114  STATE/COUNTY-  MN/BELTRAMI
 SK1114  USGS QUAD   -  KELLIHER (1971)
 SK1114
 SK1114                         *CURRENT SURVEY CONTROL
 SK1114  ___________________________________________________________________
 SK1114* NAD 83(1986)-  47 56 32.     (N)    094 26 53.     (W)     SCALED    
 SK1114* NAVD 88     -       413.452  (meters)    1356.47   (feet)  ADJUSTED  
 SK1114  ___________________________________________________________________
 SK1114  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 SK1114  DYNAMIC HT  -         413.524 (meters)    1356.70  (feet)  COMP
 SK1114  MODELED GRAV-     980,774.1   (mgal)                       NAVD 88
 SK1114
 SK1114  VERT ORDER  -  SECOND    CLASS I
 SK1114
 SK1114.The horizontal coordinates were scaled from a topographic map and have
 SK1114.an estimated accuracy of +/- 6 seconds.
 SK1114
 SK1114.The orthometric height was determined by differential leveling
 SK1114.and adjusted by the National Geodetic Survey in June 1991..
 SK1114
 SK1114.Photographs are available for this station.
 SK1114
 SK1114.The geoid height was determined by GEOID03.
 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     -   261,220.      699,300.      MT  (+/- 180 meters Scaled)
 SK1114
 SK1114                          SUPERSEDED SURVEY CONTROL
 SK1114
 SK1114.No superseded survey control is available for this station.
 SK1114
 SK1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP918108(NAD 83)
 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 - October 01, 2003
 SK1114
 SK1114  HISTORY     - Date     Condition        Report By
 SK1114  HISTORY     - 1983     MONUMENTED       MNDT
 SK1114  HISTORY     - 20030909 GOOD             MNDT
 SK1114  HISTORY     - 20031001 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK1109 ***********************************************************************
 SK1109  DESIGNATION -  0413 BD
 SK1109  PID         -  SK1109
 SK1109  STATE/COUNTY-  MN/BELTRAMI
 SK1109  USGS QUAD   -  KELLIHER (1971)
 SK1109
 SK1109                         *CURRENT SURVEY CONTROL
 SK1109  ___________________________________________________________________
 SK1109* NAD 83(1986)-  47 56 26.     (N)    094 26 12.     (W)     SCALED    
 SK1109* NAVD 88     -       418.088  (meters)    1371.68   (feet)  ADJUSTED  
 SK1109  ___________________________________________________________________
 SK1109  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 SK1109  DYNAMIC HT  -         418.161 (meters)    1371.92  (feet)  COMP
 SK1109  MODELED GRAV-     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
 SK1109.and adjusted by the National Geodetic Survey in June 1991..
 SK1109
 SK1109.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK1110 ***********************************************************************
 SK1110  DESIGNATION -  0413 BE
 SK1110  PID         -  SK1110
 SK1110  STATE/COUNTY-  MN/BELTRAMI
 SK1110  USGS QUAD   -  KELLIHER (1971)
 SK1110
 SK1110                         *CURRENT SURVEY CONTROL
 SK1110  ___________________________________________________________________
 SK1110* NAD 83(1986)-  47 56 26.     (N)    094 25 04.     (W)     SCALED    
 SK1110* NAVD 88     -       420.341  (meters)    1379.07   (feet)  ADJUSTED  
 SK1110  ___________________________________________________________________
 SK1110  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 SK1110  DYNAMIC HT  -         420.415 (meters)    1379.31  (feet)  COMP
 SK1110  MODELED GRAV-     980,772.9   (mgal)                       NAVD 88
 SK1110
 SK1110  VERT ORDER  -  SECOND    CLASS I
 SK1110
 SK1110.The horizontal coordinates were scaled from a topographic map and have
 SK1110.an estimated accuracy of +/- 6 seconds.
 SK1110
 SK1110.The orthometric height was determined by differential leveling
 SK1110.and adjusted by the National Geodetic Survey in June 1991..
 SK1110
 SK1110.The geoid height was determined by GEOID03.
 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     -   260,990.      701,560.      MT  (+/- 180 meters Scaled)
 SK1110
 SK1110                          SUPERSEDED SURVEY CONTROL
 SK1110
 SK1110.No superseded survey control is available for this station.
 SK1110
 SK1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP941106(NAD 83)
 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 = OCTOBER  6, 2006
 SK1111 ***********************************************************************
 SK1111  DESIGNATION -  0413 BF
 SK1111  PID         -  SK1111
 SK1111  STATE/COUNTY-  MN/BELTRAMI
 SK1111  USGS QUAD   -  KELLIHER (1971)
 SK1111
 SK1111                         *CURRENT SURVEY CONTROL
 SK1111  ___________________________________________________________________
 SK1111* NAD 83(1986)-  47 57 03.     (N)    094 25 03.     (W)     SCALED    
 SK1111* NAVD 88     -       419.740  (meters)    1377.10   (feet)  ADJUSTED  
 SK1111  ___________________________________________________________________
 SK1111  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 SK1111  DYNAMIC HT  -         419.813 (meters)    1377.34  (feet)  COMP
 SK1111  MODELED GRAV-     980,774.1   (mgal)                       NAVD 88
 SK1111
 SK1111  VERT ORDER  -  SECOND    CLASS I
 SK1111
 SK1111.The horizontal coordinates were scaled from a topographic map and have
 SK1111.an estimated accuracy of +/- 6 seconds.
 SK1111
 SK1111.The orthometric height was determined by differential leveling
 SK1111.and adjusted by the National Geodetic Survey in June 1991..
 SK1111
 SK1111.The geoid height was determined by GEOID03.
 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     -   262,130.      701,600.      MT  (+/- 180 meters Scaled)
 SK1111
 SK1111                          SUPERSEDED SURVEY CONTROL
 SK1111
 SK1111.No superseded survey control is available for this station.
 SK1111
 SK1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP941118(NAD 83)
 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 = OCTOBER  6, 2006
 SK1112 ***********************************************************************
 SK1112  DESIGNATION -  0413 BG
 SK1112  PID         -  SK1112
 SK1112  STATE/COUNTY-  MN/BELTRAMI
 SK1112  USGS QUAD   -  KELLIHER (1971)
 SK1112
 SK1112                         *CURRENT SURVEY CONTROL
 SK1112  ___________________________________________________________________
 SK1112* NAD 83(1986)-  47 57 54.     (N)    094 25 03.     (W)     SCALED    
 SK1112* NAVD 88     -       413.351  (meters)    1356.14   (feet)  ADJUSTED  
 SK1112  ___________________________________________________________________
 SK1112  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 SK1112  DYNAMIC HT  -         413.424 (meters)    1356.38  (feet)  COMP
 SK1112  MODELED GRAV-     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
 SK1112.and adjusted by the National Geodetic Survey in June 1991..
 SK1112
 SK1112.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK1113 ***********************************************************************
 SK1113  DESIGNATION -  0413 BH
 SK1113  PID         -  SK1113
 SK1113  STATE/COUNTY-  MN/BELTRAMI
 SK1113  USGS QUAD   -  KELLIHER (1971)
 SK1113
 SK1113                         *CURRENT SURVEY CONTROL
 SK1113  ___________________________________________________________________
 SK1113* NAD 83(1986)-  47 59 17.     (N)    094 25 01.     (W)     SCALED    
 SK1113* NAVD 88     -       395.895  (meters)    1298.87   (feet)  ADJUSTED  
 SK1113  ___________________________________________________________________
 SK1113  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 SK1113  DYNAMIC HT  -         395.966 (meters)    1299.10  (feet)  COMP
 SK1113  MODELED GRAV-     980,778.3   (mgal)                       NAVD 88
 SK1113
 SK1113  VERT ORDER  -  SECOND    CLASS I
 SK1113
 SK1113.The horizontal coordinates were scaled from a topographic map and have
 SK1113.an estimated accuracy of +/- 6 seconds.
 SK1113
 SK1113.The orthometric height was determined by differential leveling
 SK1113.and adjusted by the National Geodetic Survey in June 1991..
 SK1113
 SK1113.The geoid height was determined by GEOID03.
 SK1113
 SK1113.The dynamic height is computed by dividing the NAVD 88
 SK1113.geopotential number by the normal gravity value computed on the
 SK1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1113.degrees latitude (g = 980.6199 gals.).
 SK1113
 SK1113.The modeled gravity was interpolated from observed gravity values.
 SK1113
 SK1113;                    North         East    Units  Estimated Accuracy
 SK1113;SPC MN N     -   266,270.      701,710.      MT  (+/- 180 meters Scaled)
 SK1113
 SK1113                          SUPERSEDED SURVEY CONTROL
 SK1113
 SK1113.No superseded survey control is available for this station.
 SK1113
 SK1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP942159(NAD 83)
 SK1113_MARKER: DB = BENCH MARK DISK
 SK1113_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1113_SP_SET: ALUMINUM ALLOY ROD
 SK1113_STAMPING: 0413 BH 1984
 SK1113_MARK LOGO: MNDT  
 SK1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1113
 SK1113  HISTORY     - Date     Condition        Report By
 SK1113  HISTORY     - 1984     MONUMENTED       MNDT
 SK1113
 SK1113                          STATION DESCRIPTION
 SK1113
 SK1113'DESCRIBED BY MN DEPT OF TRANSP 1984
 SK1113'3.5 MI NNE FROM KELLIHER.
 SK1113'THE MARK IS LOCATED ABOUT 3-1/2 MILES NORTH-NORTHEAST OF THE TOWN OF
 SK1113'KELLIHER, IN THE NE 1/4 OF SECTION 13, T152N, R30W, 1.5 MILES EAST
 SK1113'ALONG COUNTY ROAD 36 FROM ITS JUNCTION WITH TRUNK HIGHWAY 72 AT
 SK1113'KELLIHER, THENCE 3.2 MILES NORTH ALONG COUNTY ROAD 107, 29 FEET WEST
 SK1113'OF THE CENTER OF COUNTY ROAD 107, 78.1 FEET WEST OF A POWER POLE WITH
 SK1113'TWO GUY WIRES, 1.5 FEET WEST-NORTHWEST OF A CORNER FENCE POST, AND
 SK1113'1.1 FEET EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 SK1113'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0413 BH 1984---, IS
 SK1113'SET ON THE TOP OF A 5/8 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM
 SK1113'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 1 FOOT
 SK1113'BELOW THE LEVEL OF COUNTY ROAD 107.  A MAGNET IN THE DISK MAKES THE
 SK1113'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK1116 ***********************************************************************
 SK1116  DESIGNATION -  0413 C
 SK1116  PID         -  SK1116
 SK1116  STATE/COUNTY-  MN/BELTRAMI
 SK1116  USGS QUAD   -  KELLIHER (1971)
 SK1116
 SK1116                         *CURRENT SURVEY CONTROL
 SK1116  ___________________________________________________________________
 SK1116* NAD 83(1986)-  47 55 25.     (N)    094 26 35.     (W)     SCALED    
 SK1116* NAVD 88     -       413.380  (meters)    1356.23   (feet)  ADJUSTED  
 SK1116  ___________________________________________________________________
 SK1116  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 SK1116  DYNAMIC HT  -         413.451 (meters)    1356.46  (feet)  COMP
 SK1116  MODELED GRAV-     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
 SK1116.and adjusted by the National Geodetic Survey in June 1991..
 SK1116
 SK1116.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK1106 ***********************************************************************
 SK1106  DESIGNATION -  0413 D
 SK1106  PID         -  SK1106
 SK1106  STATE/COUNTY-  MN/BELTRAMI
 SK1106  USGS QUAD   -  KELLIHER (1971)
 SK1106
 SK1106                         *CURRENT SURVEY CONTROL
 SK1106  ___________________________________________________________________
 SK1106* NAD 83(1986)-  47 58 34.     (N)    094 27 01.     (W)     SCALED    
 SK1106* NAVD 88     -       406.741  (meters)    1334.45   (feet)  ADJUSTED  
 SK1106  ___________________________________________________________________
 SK1106  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 SK1106  DYNAMIC HT  -         406.814 (meters)    1334.69  (feet)  COMP
 SK1106  MODELED GRAV-     980,777.8   (mgal)                       NAVD 88
 SK1106
 SK1106  VERT ORDER  -  SECOND    CLASS I
 SK1106
 SK1106.The horizontal coordinates were scaled from a topographic map and have
 SK1106.an estimated accuracy of +/- 6 seconds.
 SK1106
 SK1106.The orthometric height was determined by differential leveling
 SK1106.and adjusted by the National Geodetic Survey in June 1991..
 SK1106
 SK1106.The geoid height was determined by GEOID03.
 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     -   264,990.      699,200.      MT  (+/- 180 meters Scaled)
 SK1106
 SK1106                          SUPERSEDED SURVEY CONTROL
 SK1106
 SK1106.No superseded survey control is available for this station.
 SK1106
 SK1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP917146(NAD 83)
 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 - September 09, 2003
 SK1106
 SK1106  HISTORY     - Date     Condition        Report By
 SK1106  HISTORY     - 1962     MONUMENTED       MNDT
 SK1106  HISTORY     - 1983     GOOD             MNDT
 SK1106  HISTORY     - 20030909 GOOD             MNDT
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1393 ***********************************************************************
 TC1393  DESIGNATION -  0413 G
 TC1393  PID         -  TC1393
 TC1393  STATE/COUNTY-  MN/BELTRAMI
 TC1393  USGS QUAD   -  NORMAN LAKE SW (1973)
 TC1393
 TC1393                         *CURRENT SURVEY CONTROL
 TC1393  ___________________________________________________________________
 TC1393* NAD 83(1986)-  48 04 09.     (N)    094 29 27.     (W)     SCALED    
 TC1393* NAVD 88     -       374.789  (meters)    1229.62   (feet)  ADJUSTED  
 TC1393  ___________________________________________________________________
 TC1393  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 TC1393  DYNAMIC HT  -         374.859 (meters)    1229.85  (feet)  COMP
 TC1393  MODELED GRAV-     980,787.0   (mgal)                       NAVD 88
 TC1393
 TC1393  VERT ORDER  -  SECOND    CLASS I
 TC1393
 TC1393.The horizontal coordinates were scaled from a topographic map and have
 TC1393.an estimated accuracy of +/- 6 seconds.
 TC1393
 TC1393.The orthometric height was determined by differential leveling
 TC1393.and adjusted by the National Geodetic Survey in June 1991..
 TC1393
 TC1393.The geoid height was determined by GEOID03.
 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     -   275,380.      696,360.      MT  (+/- 180 meters Scaled)
 TC1393
 TC1393                          SUPERSEDED SURVEY CONTROL
 TC1393
 TC1393.No superseded survey control is available for this station.
 TC1393
 TC1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP889250(NAD 83)
 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 SUITABLE FOR
 TC1393+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1382 ***********************************************************************
 TC1382  DESIGNATION -  0413 I
 TC1382  PID         -  TC1382
 TC1382  STATE/COUNTY-  MN/BELTRAMI
 TC1382  USGS QUAD   -  WASKISH (1973)
 TC1382
 TC1382                         *CURRENT SURVEY CONTROL
 TC1382  ___________________________________________________________________
 TC1382* NAD 83(1986)-  48 10 27.     (N)    094 30 45.     (W)     SCALED    
 TC1382* NAVD 88     -       358.840  (meters)    1177.29   (feet)  ADJUSTED  
 TC1382  ___________________________________________________________________
 TC1382  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 TC1382  DYNAMIC HT  -         358.910 (meters)    1177.52  (feet)  COMP
 TC1382  MODELED GRAV-     980,797.3   (mgal)                       NAVD 88
 TC1382
 TC1382  VERT ORDER  -  SECOND    CLASS I
 TC1382
 TC1382.The horizontal coordinates were scaled from a topographic map and have
 TC1382.an estimated accuracy of +/- 6 seconds.
 TC1382
 TC1382.The orthometric height was determined by differential leveling
 TC1382.and adjusted by the National Geodetic Survey in June 1991..
 TC1382
 TC1382.The geoid height was determined by GEOID03.
 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     -   287,090.      694,960.      MT  (+/- 180 meters Scaled)
 TC1382
 TC1382                          SUPERSEDED SURVEY CONTROL
 TC1382
 TC1382.No superseded survey control is available for this station.
 TC1382
 TC1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP875367(NAD 83)
 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 = OCTOBER  6, 2006
 TC1377 ***********************************************************************
 TC1377  DESIGNATION -  0413 L
 TC1377  PID         -  TC1377
 TC1377  STATE/COUNTY-  MN/BELTRAMI
 TC1377  USGS QUAD   -  WASKISH (1973)
 TC1377
 TC1377                         *CURRENT SURVEY CONTROL
 TC1377  ___________________________________________________________________
 TC1377* NAD 83(1996)-  48 12 25.37618(N)    094 33 14.69595(W)     ADJUSTED  
 TC1377* NAVD 88     -       359.822  (meters)    1180.52   (feet)  ADJUSTED  
 TC1377  ___________________________________________________________________
 TC1377  X           -    -338,149.143 (meters)                     COMP
 TC1377  Y           -  -4,245,356.165 (meters)                     COMP
 TC1377  Z           -   4,732,497.275 (meters)                     COMP
 TC1377  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 TC1377  ELLIP HEIGHT-         331.29  (meters)          (08/08/03) GPS OBS
 TC1377  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 TC1377  DYNAMIC HT  -         359.894 (meters)    1180.75  (feet)  COMP
 TC1377  MODELED GRAV-     980,800.5   (mgal)                       NAVD 88
 TC1377
 TC1377  HORZ ORDER  -  FIRST
 TC1377  VERT ORDER  -  SECOND    CLASS I
 TC1377  ELLP ORDER  -  THIRD     CLASS II
 TC1377
 TC1377.The horizontal coordinates were established by GPS observations
 TC1377.and adjusted by the MN DEPT OF TRANSP in August 2003..
 TC1377
 TC1377.The orthometric height was determined by differential leveling
 TC1377.and adjusted by the National Geodetic Survey in June 1991..
 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 DEFLEC99 derived deflections.
 TC1377
 TC1377.The ellipsoidal height was determined by GPS observations
 TC1377.and is referenced to NAD 83.
 TC1377
 TC1377.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TC1377;SPC MN N     -   290,797.393   691,938.109   MT  0.99992384   -1 04 40.1
 TC1377;UTM  15      - 5,340,480.859   384,538.646   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  =   0.99987192
 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.No superseded survey control is available for this station.
 TC1377
 TC1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8453940481(NAD 83)
 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 3 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 - September 10, 2003
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1374 ***********************************************************************
 TC1374  DESIGNATION -  0413 N
 TC1374  PID         -  TC1374
 TC1374  STATE/COUNTY-  MN/BELTRAMI
 TC1374  USGS QUAD   -  WASKISH (1973)
 TC1374
 TC1374                         *CURRENT SURVEY CONTROL
 TC1374  ___________________________________________________________________
 TC1374* NAD 83(1986)-  48 14 12.     (N)    094 33 15.     (W)     SCALED    
 TC1374* NAVD 88     -       362.488  (meters)    1189.26   (feet)  ADJUSTED  
 TC1374  ___________________________________________________________________
 TC1374  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 TC1374  DYNAMIC HT  -         362.561 (meters)    1189.50  (feet)  COMP
 TC1374  MODELED GRAV-     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
 TC1374.and adjusted by the National Geodetic Survey in June 1991..
 TC1374
 TC1374.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1372 ***********************************************************************
 TC1372  DESIGNATION -  0413 O
 TC1372  PID         -  TC1372
 TC1372  STATE/COUNTY-  MN/BELTRAMI
 TC1372  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1372
 TC1372                         *CURRENT SURVEY CONTROL
 TC1372  ___________________________________________________________________
 TC1372* NAD 83(1986)-  48 15 05.     (N)    094 33 14.     (W)     SCALED    
 TC1372* NAVD 88     -       363.371  (meters)    1192.16   (feet)  ADJUSTED  
 TC1372  ___________________________________________________________________
 TC1372  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 TC1372  DYNAMIC HT  -         363.446 (meters)    1192.41  (feet)  COMP
 TC1372  MODELED GRAV-     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
 TC1372.and adjusted by the National Geodetic Survey in June 1991..
 TC1372
 TC1372.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1370 ***********************************************************************
 TC1370  DESIGNATION -  0413 P
 TC1370  PID         -  TC1370
 TC1370  STATE/COUNTY-  MN/BELTRAMI
 TC1370  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1370
 TC1370                         *CURRENT SURVEY CONTROL
 TC1370  ___________________________________________________________________
 TC1370* NAD 83(1986)-  48 15 58.     (N)    094 33 15.     (W)     SCALED    
 TC1370* NAVD 88     -       363.836  (meters)    1193.69   (feet)  ADJUSTED  
 TC1370  ___________________________________________________________________
 TC1370  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 TC1370  DYNAMIC HT  -         363.911 (meters)    1193.93  (feet)  COMP
 TC1370  MODELED GRAV-     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
 TC1370.and adjusted by the National Geodetic Survey in June 1991..
 TC1370
 TC1370.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1364 ***********************************************************************
 TC1364  DESIGNATION -  0413 R
 TC1364  PID         -  TC1364
 TC1364  STATE/COUNTY-  MN/BELTRAMI
 TC1364  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1364
 TC1364                         *CURRENT SURVEY CONTROL
 TC1364  ___________________________________________________________________
 TC1364* NAD 83(1986)-  48 19 25.     (N)    094 33 15.     (W)     SCALED    
 TC1364* NAVD 88     -       362.510  (meters)    1189.33   (feet)  ADJUSTED  
 TC1364  ___________________________________________________________________
 TC1364  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 TC1364  DYNAMIC HT  -         362.586 (meters)    1189.58  (feet)  COMP
 TC1364  MODELED GRAV-     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
 TC1364.and adjusted by the National Geodetic Survey in June 1991..
 TC1364
 TC1364.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1363 ***********************************************************************
 TC1363  DESIGNATION -  0413 S
 TC1363  PID         -  TC1363
 TC1363  STATE/COUNTY-  MN/BELTRAMI
 TC1363  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1363
 TC1363                         *CURRENT SURVEY CONTROL
 TC1363  ___________________________________________________________________
 TC1363* NAD 83(1986)-  48 20 13.     (N)    094 33 16.     (W)     SCALED    
 TC1363* NAVD 88     -       362.678  (meters)    1189.89   (feet)  ADJUSTED  
 TC1363  ___________________________________________________________________
 TC1363  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 TC1363  DYNAMIC HT  -         362.756 (meters)    1190.14  (feet)  COMP
 TC1363  MODELED GRAV-     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
 TC1363.and adjusted by the National Geodetic Survey in June 1991..
 TC1363
 TC1363.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1360 ***********************************************************************
 TC1360  DESIGNATION -  0413 T
 TC1360  PID         -  TC1360
 TC1360  STATE/COUNTY-  MN/BELTRAMI
 TC1360  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1360
 TC1360                         *CURRENT SURVEY CONTROL
 TC1360  ___________________________________________________________________
 TC1360* NAD 83(1986)-  48 21 12.     (N)    094 33 16.     (W)     SCALED    
 TC1360* NAVD 88     -       362.468  (meters)    1189.20   (feet)  ADJUSTED  
 TC1360  ___________________________________________________________________
 TC1360  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 TC1360  DYNAMIC HT  -         362.546 (meters)    1189.45  (feet)  COMP
 TC1360  MODELED GRAV-     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
 TC1360.and adjusted by the National Geodetic Survey in June 1991..
 TC1360
 TC1360.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1359 ***********************************************************************
 TC1359  DESIGNATION -  0413 U
 TC1359  PID         -  TC1359
 TC1359  STATE/COUNTY-  MN/BELTRAMI
 TC1359  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1359
 TC1359                         *CURRENT SURVEY CONTROL
 TC1359  ___________________________________________________________________
 TC1359* NAD 83(1986)-  48 21 38.     (N)    094 33 19.     (W)     SCALED    
 TC1359* NAVD 88     -       362.398  (meters)    1188.97   (feet)  ADJUSTED  
 TC1359  ___________________________________________________________________
 TC1359  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 TC1359  DYNAMIC HT  -         362.476 (meters)    1189.22  (feet)  COMP
 TC1359  MODELED GRAV-     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
 TC1359.and adjusted by the National Geodetic Survey in June 1991..
 TC1359
 TC1359.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1361 ***********************************************************************
 TC1361  DESIGNATION -  0413 V
 TC1361  PID         -  TC1361
 TC1361  STATE/COUNTY-  MN/BELTRAMI
 TC1361  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1361
 TC1361                         *CURRENT SURVEY CONTROL
 TC1361  ___________________________________________________________________
 TC1361* NAD 83(1986)-  48 20 41.     (N)    094 33 16.     (W)     SCALED    
 TC1361* NAVD 88     -       362.481  (meters)    1189.24   (feet)  ADJUSTED  
 TC1361  ___________________________________________________________________
 TC1361  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 TC1361  DYNAMIC HT  -         362.558 (meters)    1189.49  (feet)  COMP
 TC1361  MODELED GRAV-     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
 TC1361.and adjusted by the National Geodetic Survey in June 1991..
 TC1361
 TC1361.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1362 ***********************************************************************
 TC1362  DESIGNATION -  0413 W
 TC1362  PID         -  TC1362
 TC1362  STATE/COUNTY-  MN/BELTRAMI
 TC1362  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1362
 TC1362                         *CURRENT SURVEY CONTROL
 TC1362  ___________________________________________________________________
 TC1362* NAD 83(1996)-  48 20 17.12584(N)    094 33 13.90749(W)     ADJUSTED  
 TC1362* NAVD 88     -       362.588  (meters)    1189.59   (feet)  ADJUSTED  
 TC1362  ___________________________________________________________________
 TC1362  X           -    -337,269.592 (meters)                     COMP
 TC1362  Y           -  -4,234,518.187 (meters)                     COMP
 TC1362  Z           -   4,742,198.216 (meters)                     COMP
 TC1362  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 TC1362  ELLIP HEIGHT-         333.96  (meters)          (08/08/03) GPS OBS
 TC1362  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 TC1362  DYNAMIC HT  -         362.665 (meters)    1189.84  (feet)  COMP
 TC1362  MODELED GRAV-     980,813.8   (mgal)                       NAVD 88
 TC1362
 TC1362  HORZ ORDER  -  FIRST
 TC1362  VERT ORDER  -  SECOND    CLASS I
 TC1362  ELLP ORDER  -  THIRD     CLASS II
 TC1362
 TC1362.The horizontal coordinates were established by GPS observations
 TC1362.and adjusted by the MN DEPT OF TRANSP in August 2003..
 TC1362
 TC1362.The orthometric height was determined by differential leveling
 TC1362.and adjusted by the National Geodetic Survey in June 1991..
 TC1362
 TC1362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1362
 TC1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 TC1362
 TC1362.The ellipsoidal height was determined by GPS observations
 TC1362.and is referenced to NAD 83.
 TC1362
 TC1362.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TC1362;SPC MN N     -   305,364.770   692,228.408   MT  0.99994131   -1 04 39.5
 TC1362;UTM  15      - 5,355,045.347   384,849.785   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  =   0.99971060
 TC1362
 TC1362                          SUPERSEDED SURVEY CONTROL
 TC1362
 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: 15UUP8485055045(NAD 83)
 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 = OCTOBER  6, 2006
 TC1365 ***********************************************************************
 TC1365  DESIGNATION -  0413 X
 TC1365  PID         -  TC1365
 TC1365  STATE/COUNTY-  MN/BELTRAMI
 TC1365  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1365
 TC1365                         *CURRENT SURVEY CONTROL
 TC1365  ___________________________________________________________________
 TC1365* NAD 83(1986)-  48 18 55.     (N)    094 33 14.     (W)     SCALED    
 TC1365* NAVD 88     -       362.719  (meters)    1190.02   (feet)  ADJUSTED  
 TC1365  ___________________________________________________________________
 TC1365  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 TC1365  DYNAMIC HT  -         362.796 (meters)    1190.27  (feet)  COMP
 TC1365  MODELED GRAV-     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
 TC1365.and adjusted by the National Geodetic Survey in June 1991..
 TC1365
 TC1365.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1367 ***********************************************************************
 TC1367  DESIGNATION -  0413 Y
 TC1367  PID         -  TC1367
 TC1367  STATE/COUNTY-  MN/BELTRAMI
 TC1367  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1367
 TC1367                         *CURRENT SURVEY CONTROL
 TC1367  ___________________________________________________________________
 TC1367* NAD 83(1986)-  48 17 46.     (N)    094 33 15.     (W)     SCALED    
 TC1367* NAVD 88     -       363.437  (meters)    1192.38   (feet)  ADJUSTED  
 TC1367  ___________________________________________________________________
 TC1367  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 TC1367  DYNAMIC HT  -         363.513 (meters)    1192.63  (feet)  COMP
 TC1367  MODELED GRAV-     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
 TC1367.and adjusted by the National Geodetic Survey in June 1991..
 TC1367
 TC1367.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1368 ***********************************************************************
 TC1368  DESIGNATION -  0413 Z
 TC1368  PID         -  TC1368
 TC1368  STATE/COUNTY-  MN/BELTRAMI
 TC1368  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1368
 TC1368                         *CURRENT SURVEY CONTROL
 TC1368  ___________________________________________________________________
 TC1368* NAD 83(1986)-  48 17 14.     (N)    094 33 10.     (W)     SCALED    
 TC1368* NAVD 88     -       365.102  (meters)    1197.84   (feet)  ADJUSTED  
 TC1368  ___________________________________________________________________
 TC1368  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 TC1368  DYNAMIC HT  -         365.178 (meters)    1198.09  (feet)  COMP
 TC1368  MODELED GRAV-     980,809.1   (mgal)                       NAVD 88
 TC1368
 TC1368  VERT ORDER  -  SECOND    CLASS I
 TC1368
 TC1368.The horizontal coordinates were scaled from a topographic map and have
 TC1368.an estimated accuracy of +/- 6 seconds.
 TC1368
 TC1368.The orthometric height was determined by differential leveling
 TC1368.and adjusted by the National Geodetic Survey in June 1991..
 TC1368
 TC1368.The geoid height was determined by GEOID03.
 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     -   299,710.      692,200.      MT  (+/- 180 meters Scaled)
 TC1368
 TC1368                          SUPERSEDED SURVEY CONTROL
 TC1368
 TC1368.No superseded survey control is available for this station.
 TC1368
 TC1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP848493(NAD 83)
 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 = OCTOBER  6, 2006
 DF7367 ***********************************************************************
 DF7367  DESIGNATION -  0414 A RESET
 DF7367  PID         -  DF7367
 DF7367  STATE/COUNTY-  MN/BELTRAMI
 DF7367  USGS QUAD   -  RED LAKE (1972)
 DF7367
 DF7367                         *CURRENT SURVEY CONTROL
 DF7367  ___________________________________________________________________
 DF7367* NAD 83(1986)-  47 52 06.     (N)    095 02 44.     (W)     SCALED    
 DF7367* NAVD 88     -       369.456  (meters)    1212.12   (feet)  ADJUSTED  
 DF7367  ___________________________________________________________________
 DF7367  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DF7367  DYNAMIC HT  -         369.516 (meters)    1212.32  (feet)  COMP
 DF7367  MODELED GRAV-     980,763.2   (mgal)                       NAVD 88
 DF7367
 DF7367  VERT ORDER  -  SECOND    CLASS I
 DF7367
 DF7367.The horizontal coordinates were scaled from a topographic map and have
 DF7367.an estimated accuracy of +/- 6 seconds.
 DF7367
 DF7367.The orthometric height was determined by differential leveling
 DF7367.and adjusted by the National Geodetic Survey in April 2004..
 DF7367.No vertical observational check was made to the station.
 DF7367
 DF7367.The geoid height was determined by GEOID03.
 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     -   253,950.      654,470.      MT  (+/- 180 meters Scaled)
 DF7367
 DF7367                          SUPERSEDED SURVEY CONTROL
 DF7367
 DF7367.No superseded survey control is available for this station.
 DF7367
 DF7367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP470036(NAD 83)
 DF7367_MARKER: DB = BENCH MARK DISK
 DF7367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7367_STAMPING: 0414 A RESET 1977
 DF7367_MARK LOGO: MNDT  
 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 21, 2004
 DF7367
 DF7367  HISTORY     - Date     Condition        Report By
 DF7367  HISTORY     - 1977     MONUMENTED       MNDT
 DF7367  HISTORY     - 20010710 GOOD             MNDT
 DF7367  HISTORY     - 20040721 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5864 ***********************************************************************
 DH5864  DESIGNATION -  0414 B RESET
 DH5864  PID         -  DH5864
 DH5864  STATE/COUNTY-  MN/BELTRAMI
 DH5864  USGS QUAD   -  RED LAKE (1972)
 DH5864
 DH5864                         *CURRENT SURVEY CONTROL
 DH5864  ___________________________________________________________________
 DH5864* NAD 83(1986)-  47 51 12.     (N)    095 02 39.     (W)     SCALED    
 DH5864* NAVD 88     -       382.420  (meters)    1254.66   (feet)  ADJUSTED  
 DH5864  ___________________________________________________________________
 DH5864  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DH5864  DYNAMIC HT  -         382.482 (meters)    1254.86  (feet)  COMP
 DH5864  MODELED GRAV-     980,761.5   (mgal)                       NAVD 88
 DH5864
 DH5864  VERT ORDER  -  SECOND    CLASS I
 DH5864
 DH5864.The horizontal coordinates were scaled from a topographic map and have
 DH5864.an estimated accuracy of +/- 6 seconds.
 DH5864
 DH5864.The orthometric height was determined by differential leveling
 DH5864.and adjusted by the National Geodetic Survey in September 2005..
 DH5864.No vertical observational check was made to the station.
 DH5864
 DH5864.The geoid height was determined by GEOID03.
 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     -   252,280.      654,540.      MT  (+/- 180 meters Scaled)
 DH5864
 DH5864                          SUPERSEDED SURVEY CONTROL
 DH5864
 DH5864.No superseded survey control is available for this station.
 DH5864
 DH5864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP470020(NAD 83)
 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 = OCTOBER  6, 2006
 DH5876 ***********************************************************************
 DH5876  DESIGNATION -  0414 D
 DH5876  PID         -  DH5876
 DH5876  STATE/COUNTY-  MN/BELTRAMI
 DH5876  USGS QUAD   -  RED LAKE (1972)
 DH5876
 DH5876                         *CURRENT SURVEY CONTROL
 DH5876  ___________________________________________________________________
 DH5876* NAD 83(1986)-  47 49 43.     (N)    095 02 07.     (W)     SCALED    
 DH5876* NAVD 88     -       389.625  (meters)    1278.29   (feet)  ADJUSTED  
 DH5876  ___________________________________________________________________
 DH5876  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DH5876  DYNAMIC HT  -         389.686 (meters)    1278.49  (feet)  COMP
 DH5876  MODELED GRAV-     980,757.4   (mgal)                       NAVD 88
 DH5876
 DH5876  VERT ORDER  -  SECOND    CLASS I
 DH5876
 DH5876.The horizontal coordinates were scaled from a topographic map and have
 DH5876.an estimated accuracy of +/- 6 seconds.
 DH5876
 DH5876.The orthometric height was determined by differential leveling
 DH5876.and adjusted by the National Geodetic Survey in September 2005..
 DH5876.No vertical observational check was made to the station.
 DH5876
 DH5876.The geoid height was determined by GEOID03.
 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     -   249,520.      655,130.      MT  (+/- 180 meters Scaled)
 DH5876
 DH5876                          SUPERSEDED SURVEY CONTROL
 DH5876
 DH5876.No superseded survey control is available for this station.
 DH5876
 DH5876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN476992(NAD 83)
 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 = OCTOBER  6, 2006
 DH5866 ***********************************************************************
 DH5866  DESIGNATION -  0414 E
 DH5866  PID         -  DH5866
 DH5866  STATE/COUNTY-  MN/BELTRAMI
 DH5866  USGS QUAD   -  RED LAKE (1972)
 DH5866
 DH5866                         *CURRENT SURVEY CONTROL
 DH5866  ___________________________________________________________________
 DH5866* NAD 83(1986)-  47 48 57.     (N)    095 02 10.     (W)     SCALED    
 DH5866* NAVD 88     -       401.401  (meters)    1316.93   (feet)  ADJUSTED  
 DH5866  ___________________________________________________________________
 DH5866  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DH5866  DYNAMIC HT  -         401.464 (meters)    1317.14  (feet)  COMP
 DH5866  MODELED GRAV-     980,755.2   (mgal)                       NAVD 88
 DH5866
 DH5866  VERT ORDER  -  SECOND    CLASS I
 DH5866
 DH5866.The horizontal coordinates were scaled from a topographic map and have
 DH5866.an estimated accuracy of +/- 6 seconds.
 DH5866
 DH5866.The orthometric height was determined by differential leveling
 DH5866.and adjusted by the National Geodetic Survey in September 2005..
 DH5866.No vertical observational check was made to the station.
 DH5866
 DH5866.The geoid height was determined by GEOID03.
 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     -   248,100.      655,030.      MT  (+/- 180 meters Scaled)
 DH5866
 DH5866                          SUPERSEDED SURVEY CONTROL
 DH5866
 DH5866.No superseded survey control is available for this station.
 DH5866
 DH5866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN475978(NAD 83)
 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 = OCTOBER  6, 2006
 DH5867 ***********************************************************************
 DH5867  DESIGNATION -  0414 F
 DH5867  PID         -  DH5867
 DH5867  STATE/COUNTY-  MN/BELTRAMI
 DH5867  USGS QUAD   -  RED LAKE (1972)
 DH5867
 DH5867                         *CURRENT SURVEY CONTROL
 DH5867  ___________________________________________________________________
 DH5867* NAD 83(1986)-  47 48 10.     (N)    095 01 44.     (W)     SCALED    
 DH5867* NAVD 88     -       406.986  (meters)    1335.25   (feet)  ADJUSTED  
 DH5867  ___________________________________________________________________
 DH5867  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DH5867  DYNAMIC HT  -         407.048 (meters)    1335.46  (feet)  COMP
 DH5867  MODELED GRAV-     980,752.7   (mgal)                       NAVD 88
 DH5867
 DH5867  VERT ORDER  -  SECOND    CLASS I
 DH5867
 DH5867.The horizontal coordinates were scaled from a topographic map and have
 DH5867.an estimated accuracy of +/- 6 seconds.
 DH5867
 DH5867.The orthometric height was determined by differential leveling
 DH5867.and adjusted by the National Geodetic Survey in September 2005..
 DH5867.No vertical observational check was made to the station.
 DH5867
 DH5867.The geoid height was determined by GEOID03.
 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     -   246,640.      655,540.      MT  (+/- 180 meters Scaled)
 DH5867
 DH5867                          SUPERSEDED SURVEY CONTROL
 DH5867
 DH5867.No superseded survey control is available for this station.
 DH5867
 DH5867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN480963(NAD 83)
 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 = OCTOBER  6, 2006
 DH5869 ***********************************************************************
 DH5869  DESIGNATION -  0414 G
 DH5869  PID         -  DH5869
 DH5869  STATE/COUNTY-  MN/BELTRAMI
 DH5869  USGS QUAD   -  RED LAKE (1972)
 DH5869
 DH5869                         *CURRENT SURVEY CONTROL
 DH5869  ___________________________________________________________________
 DH5869* NAD 83(1996)-  47 47 21.06732(N)    095 00 49.85485(W)     ADJUSTED  
 DH5869* NAVD 88     -       409.427  (meters)    1343.26   (feet)  ADJUSTED  
 DH5869  ___________________________________________________________________
 DH5869  X           -    -375,225.137 (meters)                     COMP
 DH5869  Y           -  -4,276,936.448 (meters)                     COMP
 DH5869  Z           -   4,701,442.323 (meters)                     COMP
 DH5869  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 DH5869  ELLIP HEIGHT-         381.41  (meters)          (06/16/06) GPS OBS
 DH5869  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DH5869  DYNAMIC HT  -         409.488 (meters)    1343.46  (feet)  COMP
 DH5869  MODELED GRAV-     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 MN DEPT OF TRANSP in June 2006..
 DH5869
 DH5869.The orthometric height was determined by differential leveling
 DH5869.and adjusted by the National Geodetic Survey in September 2005..
 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 DEFLEC99 derived deflections.
 DH5869
 DH5869.The ellipsoidal height was determined by GPS observations
 DH5869.and is referenced to NAD 83.
 DH5869
 DH5869.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DH5869;SPC MN N     -   245,097.823   656,626.019   MT  0.99990314   -1 25 06.9
 DH5869;UTM  15      - 5,294,833.220   349,167.933   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  NAVD 88 (06/16/06)  409.43   (m)         1343.3    (f) LEVELING    3  
 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: 15TUN4916894833(NAD 83)
 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 - August 29, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0796 ***********************************************************************
 DI0796  DESIGNATION -  0414 H
 DI0796  PID         -  DI0796
 DI0796  STATE/COUNTY-  MN/BELTRAMI
 DI0796  USGS QUAD   -  RED LAKE (1972)
 DI0796
 DI0796                         *CURRENT SURVEY CONTROL
 DI0796  ___________________________________________________________________
 DI0796* NAD 83(1996)-  47 46 44.70006(N)    095 00 28.88489(W)     ADJUSTED  
 DI0796* NAVD 88     -       411.2    (meters)    1349.     (feet)  GPS OBS   
 DI0796  ___________________________________________________________________
 DI0796  X           -    -374,863.046 (meters)                     COMP
 DI0796  Y           -  -4,277,804.504 (meters)                     COMP
 DI0796  Z           -   4,700,688.886 (meters)                     COMP
 DI0796  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 DI0796  ELLIP HEIGHT-         383.19  (meters)          (06/16/06) GPS OBS
 DI0796  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DI0796
 DI0796  HORZ ORDER  -  FIRST
 DI0796  ELLP ORDER  -  THIRD     CLASS I
 DI0796
 DI0796.The horizontal coordinates were established by GPS observations
 DI0796.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0796
 DI0796.The orthometric height was determined by GPS observations and a
 DI0796.high-resolution geoid model.
 DI0796
 DI0796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0796
 DI0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0796
 DI0796.The ellipsoidal height was determined by GPS observations
 DI0796.and is referenced to NAD 83.
 DI0796
 DI0796.The geoid height was determined by GEOID03.
 DI0796
 DI0796;                    North         East     Units Scale Factor Converg.
 DI0796;SPC MN N     -   243,964.282   657,034.584   MT  0.99990330   -1 24 51.4
 DI0796;UTM  15      - 5,293,699.186   349,575.039   MT  0.99987806   -1 29 14.4
 DI0796
 DI0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0796!SPC MN N     -   0.99993994  x   0.99990330  =   0.99984325
 DI0796!UTM  15      -   0.99993994  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.No superseded survey control is available for this station.
 DI0796
 DI0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4957593699(NAD 83)
 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 - 1969
 DI0796
 DI0796  HISTORY     - Date     Condition        Report By
 DI0796  HISTORY     - 1969     MONUMENTED       MNHD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0797 ***********************************************************************
 DI0797  DESIGNATION -  0414 K
 DI0797  PID         -  DI0797
 DI0797  STATE/COUNTY-  MN/BELTRAMI
 DI0797  USGS QUAD   -  PUPOSKY LAKE (1972)
 DI0797
 DI0797                         *CURRENT SURVEY CONTROL
 DI0797  ___________________________________________________________________
 DI0797* NAD 83(1996)-  47 44 47.83108(N)    094 59 58.43077(W)     ADJUSTED  
 DI0797* NAVD 88     -       412.1    (meters)    1352.     (feet)  GPS OBS   
 DI0797  ___________________________________________________________________
 DI0797  X           -    -374,464.402 (meters)                     COMP
 DI0797  Y           -  -4,280,522.780 (meters)                     COMP
 DI0797  Z           -   4,698,263.135 (meters)                     COMP
 DI0797  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 DI0797  ELLIP HEIGHT-         384.13  (meters)          (06/16/06) GPS OBS
 DI0797  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DI0797
 DI0797  HORZ ORDER  -  FIRST
 DI0797  ELLP ORDER  -  THIRD     CLASS I
 DI0797
 DI0797.The horizontal coordinates were established by GPS observations
 DI0797.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0797
 DI0797.The orthometric height was determined by GPS observations and a
 DI0797.high-resolution geoid model.
 DI0797
 DI0797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0797
 DI0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0797
 DI0797.The ellipsoidal height was determined by GPS observations
 DI0797.and is referenced to NAD 83.
 DI0797
 DI0797.The geoid height was determined by GEOID03.
 DI0797
 DI0797;                    North         East     Units Scale Factor Converg.
 DI0797;SPC MN N     -   240,340.619   657,579.629   MT  0.99990401   -1 24 28.8
 DI0797;UTM  15      - 5,290,074.931   350,115.473   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  =   0.99981587
 DI0797
 DI0797                          SUPERSEDED SURVEY CONTROL
 DI0797
 DI0797.No superseded survey control is available for this station.
 DI0797
 DI0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5011590075(NAD 83)
 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 - 1969
 DI0797
 DI0797  HISTORY     - Date     Condition        Report By
 DI0797  HISTORY     - 1969     MONUMENTED       MNHD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5559 ***********************************************************************
 DG5559  DESIGNATION -  0414 T
 DG5559  PID         -  DG5559
 DG5559  STATE/COUNTY-  MN/BELTRAMI
 DG5559  USGS QUAD   -  AURE (1972)
 DG5559
 DG5559                         *CURRENT SURVEY CONTROL
 DG5559  ___________________________________________________________________
 DG5559* NAD 83(1996)-  47 37 43.74779(N)    095 00 50.39915(W)     ADJUSTED  
 DG5559* NAVD 88     -       440.2    (meters)    1444.     (feet)  GPS OBS   
 DG5559  ___________________________________________________________________
 DG5559  X           -    -376,391.077 (meters)                     COMP
 DG5559  Y           -  -4,290,096.174 (meters)                     COMP
 DG5559  Z           -   4,689,466.421 (meters)                     COMP
 DG5559  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 DG5559  ELLIP HEIGHT-         412.21  (meters)          (05/19/04) GPS OBS
 DG5559  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DG5559
 DG5559  HORZ ORDER  -  FIRST
 DG5559  ELLP ORDER  -  FOURTH    CLASS I
 DG5559
 DG5559.The horizontal coordinates were established by GPS observations
 DG5559.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5559
 DG5559.The orthometric height was determined by GPS observations and a
 DG5559.high-resolution geoid model.
 DG5559
 DG5559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5559
 DG5559.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5559
 DG5559.The ellipsoidal height was determined by GPS observations
 DG5559.and is referenced to NAD 83.
 DG5559
 DG5559.The geoid height was determined by GEOID03.
 DG5559
 DG5559;                    North         East     Units Scale Factor Converg.
 DG5559;SPC MN N     -   227,274.954   656,173.287   MT  0.99990929   -1 25 07.3
 DG5559;UTM  15      - 5,277,011.376   348,692.998   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  =   0.99984469
 DG5559!UTM  15      -   0.99993540  x   0.99988134  =   0.99981674
 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.No superseded survey control is available for this station.
 DG5559
 DG5559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4869377011(NAD 83)
 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: M = MARKER EQUIPPED WITH BAR MAGNET
 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 - August 29, 2005
 DG5559
 DG5559  HISTORY     - Date     Condition        Report By
 DG5559  HISTORY     - 1969     MONUMENTED       MNHD
 DG5559  HISTORY     - 20030708 GOOD             MNDT
 DG5559  HISTORY     - 20050829 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5560 ***********************************************************************
 DG5560  DESIGNATION -  0414 U RESET
 DG5560  PID         -  DG5560
 DG5560  STATE/COUNTY-  MN/BELTRAMI
 DG5560  USGS QUAD   -  WILTON (1972)
 DG5560
 DG5560                         *CURRENT SURVEY CONTROL
 DG5560  ___________________________________________________________________
 DG5560* NAD 83(1996)-  47 36 51.66859(N)    095 00 50.78075(W)     ADJUSTED  
 DG5560* NAVD 88     -       438.5    (meters)    1439.     (feet)  GPS OBS   
 DG5560  ___________________________________________________________________
 DG5560  X           -    -376,502.771 (meters)                     COMP
 DG5560  Y           -  -4,291,278.069 (meters)                     COMP
 DG5560  Z           -   4,688,381.032 (meters)                     COMP
 DG5560  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 DG5560  ELLIP HEIGHT-         410.58  (meters)          (05/19/04) GPS OBS
 DG5560  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DG5560
 DG5560  HORZ ORDER  -  FIRST
 DG5560  ELLP ORDER  -  FOURTH    CLASS I
 DG5560
 DG5560.The horizontal coordinates were established by GPS observations
 DG5560.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5560
 DG5560.The orthometric height was determined by GPS observations and a
 DG5560.high-resolution geoid model.
 DG5560
 DG5560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5560
 DG5560.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5560
 DG5560.The ellipsoidal height was determined by GPS observations
 DG5560.and is referenced to NAD 83.
 DG5560
 DG5560.The geoid height was determined by GEOID03.
 DG5560
 DG5560;                    North         East     Units Scale Factor Converg.
 DG5560;SPC MN N     -   225,667.367   656,125.503   MT  0.99991023   -1 25 07.6
 DG5560;UTM  15      - 5,275,403.894   348,643.270   MT  0.99988153   -1 29 16.6
 DG5560
 DG5560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5560!SPC MN N     -   0.99993565  x   0.99991023  =   0.99984589
 DG5560!UTM  15      -   0.99993565  x   0.99988153  =   0.99981719
 DG5560
 DG5560:                Primary Azimuth Mark                     Grid Az
 DG5560:SPC MN N     -  0414 T                                   001 42 09.3
 DG5560:UTM  15      -  0414 T                                   001 46 18.3
 DG5560
 DG5560|---------------------------------------------------------------------|
 DG5560| PID    Reference Object                     Distance      Geod. Az  |
 DG5560|                                                           dddmmss.s |
 DG5560| DG5559 0414 T                              APPROX. 1.6 KM 0001701.7 |
 DG5560|---------------------------------------------------------------------|
 DG5560
 DG5560                          SUPERSEDED SURVEY CONTROL
 DG5560
 DG5560.No superseded survey control is available for this station.
 DG5560
 DG5560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4864375404(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5560+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 DG5560
 DG5560  HISTORY     - Date     Condition        Report By
 DG5560  HISTORY     - 1977     MONUMENTED       MNDT
 DG5560  HISTORY     - 20030708 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5561 ***********************************************************************
 DG5561  DESIGNATION -  0414 W RESET
 DG5561  PID         -  DG5561
 DG5561  STATE/COUNTY-  MN/BELTRAMI
 DG5561  USGS QUAD   -  WILTON (1972)
 DG5561
 DG5561                         *CURRENT SURVEY CONTROL
 DG5561  ___________________________________________________________________
 DG5561* NAD 83(1996)-  47 35 08.38205(N)    095 00 47.24037(W)     ADJUSTED  
 DG5561* NAVD 88     -       436.8    (meters)    1433.     (feet)  GPS OBS   
 DG5561  ___________________________________________________________________
 DG5561  X           -    -376,634.866 (meters)                     COMP
 DG5561  Y           -  -4,293,630.098 (meters)                     COMP
 DG5561  Z           -   4,686,228.641 (meters)                     COMP
 DG5561  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 DG5561  ELLIP HEIGHT-         408.83  (meters)          (05/19/04) GPS OBS
 DG5561  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DG5561
 DG5561  HORZ ORDER  -  FIRST
 DG5561  ELLP ORDER  -  FOURTH    CLASS I
 DG5561
 DG5561.The horizontal coordinates were established by GPS observations
 DG5561.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5561
 DG5561.The orthometric height was determined by GPS observations and a
 DG5561.high-resolution geoid model.
 DG5561
 DG5561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5561
 DG5561.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5561
 DG5561.The ellipsoidal height was determined by GPS observations
 DG5561.and is referenced to NAD 83.
 DG5561
 DG5561.The geoid height was determined by GEOID03.
 DG5561
 DG5561;                    North         East     Units Scale Factor Converg.
 DG5561;SPC MN N     -   222,476.891   656,120.475   MT  0.99991227   -1 25 05.0
 DG5561;UTM  15      - 5,272,213.522   348,634.409   MT  0.99988156   -1 29 11.6
 DG5561
 DG5561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5561!SPC MN N     -   0.99993592  x   0.99991227  =   0.99984820
 DG5561!UTM  15      -   0.99993592  x   0.99988156  =   0.99981749
 DG5561
 DG5561:                Primary Azimuth Mark                     Grid Az
 DG5561:SPC MN N     -  0414 X RESET                             184 34 47.5
 DG5561:UTM  15      -  0414 X RESET                             184 38 54.1
 DG5561
 DG5561|---------------------------------------------------------------------|
 DG5561| PID    Reference Object                     Distance      Geod. Az  |
 DG5561|                                                           dddmmss.s |
 DG5561| DG5562 0414 X RESET                        APPROX. 1.6 KM 1830942.5 |
 DG5561|---------------------------------------------------------------------|
 DG5561
 DG5561                          SUPERSEDED SURVEY CONTROL
 DG5561
 DG5561.No superseded survey control is available for this station.
 DG5561
 DG5561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4863472214(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5561+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 DG5561
 DG5561  HISTORY     - Date     Condition        Report By
 DG5561  HISTORY     - 1970     MONUMENTED       MNDT
 DG5561  HISTORY     - 20030708 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5562 ***********************************************************************
 DG5562  DESIGNATION -  0414 X RESET
 DG5562  PID         -  DG5562
 DG5562  STATE/COUNTY-  MN/BELTRAMI
 DG5562  USGS QUAD   -  WILTON (1972)
 DG5562
 DG5562                         *CURRENT SURVEY CONTROL
 DG5562  ___________________________________________________________________
 DG5562* NAD 83(1996)-  47 34 16.53760(N)    095 00 51.47226(W)     ADJUSTED  
 DG5562* NAVD 88     -       429.8    (meters)    1410.     (feet)  GPS OBS   
 DG5562  ___________________________________________________________________
 DG5562  X           -    -376,825.862 (meters)                     COMP
 DG5562  Y           -  -4,294,795.203 (meters)                     COMP
 DG5562  Z           -   4,685,143.302 (meters)                     COMP
 DG5562  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 DG5562  ELLIP HEIGHT-         401.84  (meters)          (05/19/04) GPS OBS
 DG5562  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DG5562
 DG5562  HORZ ORDER  -  FIRST
 DG5562  ELLP ORDER  -  FOURTH    CLASS I
 DG5562
 DG5562.The horizontal coordinates were established by GPS observations
 DG5562.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5562
 DG5562.The orthometric height was determined by GPS observations and a
 DG5562.high-resolution geoid model.
 DG5562
 DG5562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5562
 DG5562.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5562
 DG5562.The ellipsoidal height was determined by GPS observations
 DG5562.and is referenced to NAD 83.
 DG5562
 DG5562.The geoid height was determined by GEOID03.
 DG5562
 DG5562;                    North         East     Units Scale Factor Converg.
 DG5562;SPC MN N     -   220,878.551   655,992.441   MT  0.99991339   -1 25 08.1
 DG5562;UTM  15      - 5,270,615.385   348,504.473   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 47.5
 DG5562:UTM  15      -  0414 W RESET                             004 38 52.8
 DG5562
 DG5562|---------------------------------------------------------------------|
 DG5562| PID    Reference Object                     Distance      Geod. Az  |
 DG5562|                                                           dddmmss.s |
 DG5562| DG5561 0414 W RESET                        APPROX. 1.6 KM 0030939.4 |
 DG5562| DG5563 0414 Y                              APPROX. 1.6 KM 1794318.8 |
 DG5562|---------------------------------------------------------------------|
 DG5562
 DG5562                          SUPERSEDED SURVEY CONTROL
 DG5562
 DG5562.No superseded survey control is available for this station.
 DG5562
 DG5562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4850470615(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5562+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 DG5562
 DG5562  HISTORY     - Date     Condition        Report By
 DG5562  HISTORY     - 1977     MONUMENTED       MNDT
 DG5562  HISTORY     - 20030707 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5563 ***********************************************************************
 DG5563  DESIGNATION -  0414 Y
 DG5563  PID         -  DG5563
 DG5563  STATE/COUNTY-  MN/BELTRAMI
 DG5563  USGS QUAD   -  WILTON (1972)
 DG5563
 DG5563                         *CURRENT SURVEY CONTROL
 DG5563  ___________________________________________________________________
 DG5563* NAD 83(1996)-  47 33 23.89031(N)    095 00 51.09474(W)     ADJUSTED  
 DG5563* NAVD 88     -       427.1    (meters)    1401.     (feet)  GPS OBS   
 DG5563  ___________________________________________________________________
 DG5563  X           -    -376,922.729 (meters)                     COMP
 DG5563  Y           -  -4,295,989.522 (meters)                     COMP
 DG5563  Z           -   4,684,044.058 (meters)                     COMP
 DG5563  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 DG5563  ELLIP HEIGHT-         399.08  (meters)          (05/19/04) GPS OBS
 DG5563  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DG5563
 DG5563  HORZ ORDER  -  FIRST
 DG5563  ELLP ORDER  -  FOURTH    CLASS I
 DG5563
 DG5563.The horizontal coordinates were established by GPS observations
 DG5563.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5563
 DG5563.The orthometric height was determined by GPS observations and a
 DG5563.high-resolution geoid model.
 DG5563
 DG5563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5563
 DG5563.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5563
 DG5563.The ellipsoidal height was determined by GPS observations
 DG5563.and is referenced to NAD 83.
 DG5563
 DG5563.The geoid height was determined by GEOID03.
 DG5563
 DG5563;                    North         East     Units Scale Factor Converg.
 DG5563;SPC MN N     -   219,253.043   655,960.071   MT  0.99991460   -1 25 07.8
 DG5563;UTM  15      - 5,268,989.968   348,470.176   MT  0.99988217   -1 29 11.9
 DG5563
 DG5563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5563!SPC MN N     -   0.99993745  x   0.99991460  =   0.99985206
 DG5563!UTM  15      -   0.99993745  x   0.99988217  =   0.99981963
 DG5563
 DG5563:                Primary Azimuth Mark                     Grid Az
 DG5563:SPC MN N     -  0414 Z                                   180 38 05.5
 DG5563:UTM  15      -  0414 Z                                   180 42 09.6
 DG5563
 DG5563|---------------------------------------------------------------------|
 DG5563| PID    Reference Object                     Distance      Geod. Az  |
 DG5563|                                                           dddmmss.s |
 DG5563| DG5564 0414 Z                              APPROX. 1.6 KM 1791257.7 |
 DG5563| DG5562 0414 X RESET                        APPROX. 1.6 KM 3594319.1 |
 DG5563|---------------------------------------------------------------------|
 DG5563
 DG5563                          SUPERSEDED SURVEY CONTROL
 DG5563
 DG5563.No superseded survey control is available for this station.
 DG5563
 DG5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4847068990(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 DG5563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5563+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 DG5563
 DG5563  HISTORY     - Date     Condition        Report By
 DG5563  HISTORY     - 1969     MONUMENTED       MNDT
 DG5563  HISTORY     - 20030708 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5564 ***********************************************************************
 DG5564  DESIGNATION -  0414 Z
 DG5564  PID         -  DG5564
 DG5564  STATE/COUNTY-  MN/BELTRAMI
 DG5564  USGS QUAD   -  WILTON (1972)
 DG5564
 DG5564                         *CURRENT SURVEY CONTROL
 DG5564  ___________________________________________________________________
 DG5564* NAD 83(1996)-  47 32 31.82821(N)    095 00 50.04264(W)     ADJUSTED  
 DG5564* NAVD 88     -       426.9    (meters)    1401.     (feet)  GPS OBS   
 DG5564  ___________________________________________________________________
 DG5564  X           -    -377,004.502 (meters)                     COMP
 DG5564  Y           -  -4,297,173.277 (meters)                     COMP
 DG5564  Z           -   4,682,958.653 (meters)                     COMP
 DG5564  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 DG5564  ELLIP HEIGHT-         398.95  (meters)          (05/19/04) GPS OBS
 DG5564  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DG5564
 DG5564  HORZ ORDER  -  FIRST
 DG5564  ELLP ORDER  -  FOURTH    CLASS I
 DG5564
 DG5564.The horizontal coordinates were established by GPS observations
 DG5564.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5564
 DG5564.The orthometric height was determined by GPS observations and a
 DG5564.high-resolution geoid model.
 DG5564
 DG5564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5564
 DG5564.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5564
 DG5564.The ellipsoidal height was determined by GPS observations
 DG5564.and is referenced to NAD 83.
 DG5564
 DG5564.The geoid height was determined by GEOID03.
 DG5564
 DG5564;                    North         East     Units Scale Factor Converg.
 DG5564;SPC MN N     -   217,645.254   655,942.255   MT  0.99991585   -1 25 07.0
 DG5564;UTM  15      - 5,267,382.254   348,450.463   MT  0.99988225   -1 29 09.9
 DG5564
 DG5564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5564!SPC MN N     -   0.99993747  x   0.99991585  =   0.99985333
 DG5564!UTM  15      -   0.99993747  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.No superseded survey control is available for this station.
 DG5564
 DG5564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4845067382(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 DG5564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5564+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 DG5564
 DG5564  HISTORY     - Date     Condition        Report By
 DG5564  HISTORY     - 1969     MONUMENTED       MNDT
 DG5564  HISTORY     - 20030708 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8535 ***********************************************************************
 AJ8535  DESIGNATION -  0415 A
 AJ8535  PID         -  AJ8535
 AJ8535  STATE/COUNTY-  MN/BELTRAMI
 AJ8535  USGS QUAD   -  FOUR TOWN (1973)
 AJ8535
 AJ8535                         *CURRENT SURVEY CONTROL
 AJ8535  ___________________________________________________________________
 AJ8535* NAD 83(1996)-  48 16 51.18787(N)    095 20 03.19494(W)     ADJUSTED  
 AJ8535* NAVD 88     -       373.956  (meters)    1226.89   (feet)  ADJUSTED  
 AJ8535  ___________________________________________________________________
 AJ8535  X           -    -395,352.230 (meters)                     COMP
 AJ8535  Y           -  -4,234,269.873 (meters)                     COMP
 AJ8535  Z           -   4,737,976.389 (meters)                     COMP
 AJ8535  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 AJ8535  ELLIP HEIGHT-         346.19  (meters)          (03/12/02) GPS OBS
 AJ8535  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AJ8535  DYNAMIC HT  -         374.036 (meters)    1227.15  (feet)  COMP
 AJ8535  MODELED GRAV-     980,812.4   (mgal)                       NAVD 88
 AJ8535
 AJ8535  HORZ ORDER  -  FIRST
 AJ8535  VERT ORDER  -  SECOND    CLASS I
 AJ8535  ELLP ORDER  -  FOURTH    CLASS I
 AJ8535
 AJ8535.The horizontal coordinates were established by GPS observations
 AJ8535.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8535
 AJ8535.The orthometric height was determined by differential leveling
 AJ8535.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ8535
 AJ8535.The ellipsoidal height was determined by GPS observations
 AJ8535.and is referenced to NAD 83.
 AJ8535
 AJ8535.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8535;SPC MN N     -   300,386.755   634,211.739   MT  0.99993304   -1 39 21.8
 AJ8535;UTM  15      - 5,350,153.888   326,830.334   MT  0.99996846   -1 44 33.8
 AJ8535
 AJ8535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8535!SPC MN N     -   0.99994575  x   0.99993304  =   0.99987879
 AJ8535!UTM  15      -   0.99994575  x   0.99996846  =   0.99991421
 AJ8535
 AJ8535                          SUPERSEDED SURVEY CONTROL
 AJ8535
 AJ8535  NAVD 88 (06/28/04)  373.94   (m)         1226.8    (f) LEVELING    3  
 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: 15UUP2683050154(NAD 83)
 AJ8535_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 DG6143 ***********************************************************************
 DG6143  DESIGNATION -  0415 B
 DG6143  PID         -  DG6143
 DG6143  STATE/COUNTY-  MN/BELTRAMI
 DG6143  USGS QUAD   -  GRYGLA (1973)
 DG6143
 DG6143                         *CURRENT SURVEY CONTROL
 DG6143  ___________________________________________________________________
 DG6143* NAD 83(1986)-  48 17 37.     (N)    095 33 05.     (W)     SCALED    
 DG6143* NAVD 88     -       361.664  (meters)    1186.56   (feet)  ADJUSTED  
 DG6143  ___________________________________________________________________
 DG6143  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DG6143  DYNAMIC HT  -         361.749 (meters)    1186.84  (feet)  COMP
 DG6143  MODELED GRAV-     980,836.1   (mgal)                       NAVD 88
 DG6143
 DG6143  VERT ORDER  -  SECOND    CLASS I
 DG6143
 DG6143.The horizontal coordinates were scaled from a topographic map and have
 DG6143.an estimated accuracy of +/- 6 seconds.
 DG6143
 DG6143.The orthometric height was determined by differential leveling
 DG6143.and adjusted by the National Geodetic Survey in February 2005..
 DG6143
 DG6143.The geoid height was determined by GEOID03.
 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     -   302,290.      618,150.      MT  (+/- 180 meters Scaled)
 DG6143
 DG6143                          SUPERSEDED SURVEY CONTROL
 DG6143
 DG6143.No superseded survey control is available for this station.
 DG6143
 DG6143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP107520(NAD 83)
 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 - 2003
 DG6143_ROD/PIPE-DEPTH:  3.8 meters
 DG6143
 DG6143  HISTORY     - Date     Condition        Report By
 DG6143  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6142 ***********************************************************************
 DG6142  DESIGNATION -  0415 C
 DG6142  PID         -  DG6142
 DG6142  STATE/COUNTY-  MN/BELTRAMI
 DG6142  USGS QUAD   -  GRYGLA (1973)
 DG6142
 DG6142                         *CURRENT SURVEY CONTROL
 DG6142  ___________________________________________________________________
 DG6142* NAD 83(1986)-  48 16 54.     (N)    095 32 54.     (W)     SCALED    
 DG6142* NAVD 88     -       363.213  (meters)    1191.64   (feet)  ADJUSTED  
 DG6142  ___________________________________________________________________
 DG6142  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DG6142  DYNAMIC HT  -         363.298 (meters)    1191.92  (feet)  COMP
 DG6142  MODELED GRAV-     980,833.3   (mgal)                       NAVD 88
 DG6142
 DG6142  VERT ORDER  -  SECOND    CLASS I
 DG6142
 DG6142.The horizontal coordinates were scaled from a topographic map and have
 DG6142.an estimated accuracy of +/- 6 seconds.
 DG6142
 DG6142.The orthometric height was determined by differential leveling
 DG6142.and adjusted by the National Geodetic Survey in February 2005..
 DG6142
 DG6142.The geoid height was determined by GEOID03.
 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     -   300,960.      618,330.      MT  (+/- 180 meters Scaled)
 DG6142
 DG6142                          SUPERSEDED SURVEY CONTROL
 DG6142
 DG6142.No superseded survey control is available for this station.
 DG6142
 DG6142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP109507(NAD 83)
 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 - 2003
 DG6142_ROD/PIPE-DEPTH:  4.6 meters
 DG6142
 DG6142  HISTORY     - Date     Condition        Report By
 DG6142  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6141 ***********************************************************************
 DG6141  DESIGNATION -  0415 D
 DG6141  PID         -  DG6141
 DG6141  STATE/COUNTY-  MN/BELTRAMI
 DG6141  USGS QUAD   -  GRYGLA (1973)
 DG6141
 DG6141                         *CURRENT SURVEY CONTROL
 DG6141  ___________________________________________________________________
 DG6141* NAD 83(1986)-  48 16 54.     (N)    095 30 30.     (W)     SCALED    
 DG6141* NAVD 88     -       364.881  (meters)    1197.11   (feet)  ADJUSTED  
 DG6141  ___________________________________________________________________
 DG6141  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DG6141  DYNAMIC HT  -         364.964 (meters)    1197.39  (feet)  COMP
 DG6141  MODELED GRAV-     980,827.5   (mgal)                       NAVD 88
 DG6141
 DG6141  VERT ORDER  -  SECOND    CLASS I
 DG6141
 DG6141.The horizontal coordinates were scaled from a topographic map and have
 DG6141.an estimated accuracy of +/- 6 seconds.
 DG6141
 DG6141.The orthometric height was determined by differential leveling
 DG6141.and adjusted by the National Geodetic Survey in February 2005..
 DG6141
 DG6141.The geoid height was determined by GEOID03.
 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     -   300,860.      621,300.      MT  (+/- 180 meters Scaled)
 DG6141
 DG6141                          SUPERSEDED SURVEY CONTROL
 DG6141
 DG6141.No superseded survey control is available for this station.
 DG6141
 DG6141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP139506(NAD 83)
 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 = OCTOBER  6, 2006
 DG6140 ***********************************************************************
 DG6140  DESIGNATION -  0415 E
 DG6140  PID         -  DG6140
 DG6140  STATE/COUNTY-  MN/BELTRAMI
 DG6140  USGS QUAD   -  CARMEL (1973)
 DG6140
 DG6140                         *CURRENT SURVEY CONTROL
 DG6140  ___________________________________________________________________
 DG6140* NAD 83(1986)-  48 16 53.     (N)    095 29 16.     (W)     SCALED    
 DG6140* NAVD 88     -       365.964  (meters)    1200.67   (feet)  ADJUSTED  
 DG6140  ___________________________________________________________________
 DG6140  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DG6140  DYNAMIC HT  -         366.046 (meters)    1200.94  (feet)  COMP
 DG6140  MODELED GRAV-     980,825.8   (mgal)                       NAVD 88
 DG6140
 DG6140  VERT ORDER  -  SECOND    CLASS I
 DG6140
 DG6140.The horizontal coordinates were scaled from a topographic map and have
 DG6140.an estimated accuracy of +/- 6 seconds.
 DG6140
 DG6140.The orthometric height was determined by differential leveling
 DG6140.and adjusted by the National Geodetic Survey in February 2005..
 DG6140
 DG6140.The geoid height was determined by GEOID03.
 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     -   300,780.      622,820.      MT  (+/- 180 meters Scaled)
 DG6140
 DG6140                          SUPERSEDED SURVEY CONTROL
 DG6140
 DG6140.No superseded survey control is available for this station.
 DG6140
 DG6140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP154505(NAD 83)
 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 = OCTOBER  6, 2006
 DG6139 ***********************************************************************
 DG6139  DESIGNATION -  0415 F
 DG6139  PID         -  DG6139
 DG6139  STATE/COUNTY-  MN/BELTRAMI
 DG6139  USGS QUAD   -  CARMEL (1973)
 DG6139
 DG6139                         *CURRENT SURVEY CONTROL
 DG6139  ___________________________________________________________________
 DG6139* NAD 83(1986)-  48 16 53.     (N)    095 26 39.     (W)     SCALED    
 DG6139* NAVD 88     -       368.873  (meters)    1210.21   (feet)  ADJUSTED  
 DG6139  ___________________________________________________________________
 DG6139  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DG6139  DYNAMIC HT  -         368.954 (meters)    1210.48  (feet)  COMP
 DG6139  MODELED GRAV-     980,821.2   (mgal)                       NAVD 88
 DG6139
 DG6139  VERT ORDER  -  SECOND    CLASS I
 DG6139
 DG6139.The horizontal coordinates were scaled from a topographic map and have
 DG6139.an estimated accuracy of +/- 6 seconds.
 DG6139
 DG6139.The orthometric height was determined by differential leveling
 DG6139.and adjusted by the National Geodetic Survey in February 2005..
 DG6139
 DG6139.The geoid height was determined by GEOID03.
 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     -   300,680.      626,060.      MT  (+/- 180 meters Scaled)
 DG6139
 DG6139                          SUPERSEDED SURVEY CONTROL
 DG6139
 DG6139.No superseded survey control is available for this station.
 DG6139
 DG6139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP186504(NAD 83)
 DG6139_MARKER: DD = SURVEY DISK
 DG6139_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG6139+WITH SETTING: INFORMATION.
 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 = OCTOBER  6, 2006
 DG6138 ***********************************************************************
 DG6138  DESIGNATION -  0415 G
 DG6138  PID         -  DG6138
 DG6138  STATE/COUNTY-  MN/BELTRAMI
 DG6138  USGS QUAD   -  CARMEL (1973)
 DG6138
 DG6138                         *CURRENT SURVEY CONTROL
 DG6138  ___________________________________________________________________
 DG6138* NAD 83(1986)-  48 16 52.     (N)    095 25 21.     (W)     SCALED    
 DG6138* NAVD 88     -       370.360  (meters)    1215.09   (feet)  ADJUSTED  
 DG6138  ___________________________________________________________________
 DG6138  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DG6138  DYNAMIC HT  -         370.441 (meters)    1215.36  (feet)  COMP
 DG6138  MODELED GRAV-     980,819.2   (mgal)                       NAVD 88
 DG6138
 DG6138  VERT ORDER  -  SECOND    CLASS I
 DG6138
 DG6138.The horizontal coordinates were scaled from a topographic map and have
 DG6138.an estimated accuracy of +/- 6 seconds.
 DG6138
 DG6138.The orthometric height was determined by differential leveling
 DG6138.and adjusted by the National Geodetic Survey in February 2005..
 DG6138
 DG6138.The geoid height was determined by GEOID03.
 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     -   300,610.      627,660.      MT  (+/- 180 meters Scaled)
 DG6138
 DG6138                          SUPERSEDED SURVEY CONTROL
 DG6138
 DG6138.No superseded survey control is available for this station.
 DG6138
 DG6138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP202503(NAD 83)
 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 = OCTOBER  6, 2006
 DG6135 ***********************************************************************
 DG6135  DESIGNATION -  0415 H
 DG6135  PID         -  DG6135
 DG6135  STATE/COUNTY-  MN/BELTRAMI
 DG6135  USGS QUAD   -  CARMEL (1973)
 DG6135
 DG6135                         *CURRENT SURVEY CONTROL
 DG6135  ___________________________________________________________________
 DG6135* NAD 83(1986)-  48 16 51.     (N)    095 22 44.     (W)     SCALED    
 DG6135* NAVD 88     -       373.522  (meters)    1225.46   (feet)  ADJUSTED  
 DG6135  ___________________________________________________________________
 DG6135  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DG6135  DYNAMIC HT  -         373.603 (meters)    1225.73  (feet)  COMP
 DG6135  MODELED GRAV-     980,815.6   (mgal)                       NAVD 88
 DG6135
 DG6135  VERT ORDER  -  SECOND    CLASS I
 DG6135
 DG6135.The horizontal coordinates were scaled from a topographic map and have
 DG6135.an estimated accuracy of +/- 6 seconds.
 DG6135
 DG6135.The orthometric height was determined by differential leveling
 DG6135.and adjusted by the National Geodetic Survey in February 2005..
 DG6135
 DG6135.The geoid height was determined by GEOID03.
 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     -   300,480.      630,900.      MT  (+/- 180 meters Scaled)
 DG6135
 DG6135                          SUPERSEDED SURVEY CONTROL
 DG6135
 DG6135.No superseded survey control is available for this station.
 DG6135
 DG6135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP235502(NAD 83)
 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 = OCTOBER  6, 2006
 DG6134 ***********************************************************************
 DG6134  DESIGNATION -  0415 J
 DG6134  PID         -  DG6134
 DG6134  STATE/COUNTY-  MN/BELTRAMI
 DG6134  USGS QUAD   -  FOUR TOWN (1973)
 DG6134
 DG6134                         *CURRENT SURVEY CONTROL
 DG6134  ___________________________________________________________________
 DG6134* NAD 83(1986)-  48 16 51.     (N)    095 21 27.     (W)     SCALED    
 DG6134* NAVD 88     -       373.989  (meters)    1227.00   (feet)  ADJUSTED  
 DG6134  ___________________________________________________________________
 DG6134  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DG6134  DYNAMIC HT  -         374.069 (meters)    1227.26  (feet)  COMP
 DG6134  MODELED GRAV-     980,814.0   (mgal)                       NAVD 88
 DG6134
 DG6134  VERT ORDER  -  SECOND    CLASS I
 DG6134
 DG6134.The horizontal coordinates were scaled from a topographic map and have
 DG6134.an estimated accuracy of +/- 6 seconds.
 DG6134
 DG6134.The orthometric height was determined by differential leveling
 DG6134.and adjusted by the National Geodetic Survey in February 2005..
 DG6134
 DG6134.The geoid height was determined by GEOID03.
 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     -   300,430.      632,490.      MT  (+/- 180 meters Scaled)
 DG6134
 DG6134                          SUPERSEDED SURVEY CONTROL
 DG6134
 DG6134.No superseded survey control is available for this station.
 DG6134
 DG6134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP251502(NAD 83)
 DG6134_MARKER: DD = SURVEY DISK
 DG6134_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG6134+WITH SETTING: INFORMATION.
 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 = OCTOBER  6, 2006
 DG6028 ***********************************************************************
 DG6028  DESIGNATION -  0415 K
 DG6028  PID         -  DG6028
 DG6028  STATE/COUNTY-  MN/BELTRAMI
 DG6028  USGS QUAD   -  FOUR TOWN (1973)
 DG6028
 DG6028                         *CURRENT SURVEY CONTROL
 DG6028  ___________________________________________________________________
 DG6028* NAD 83(1996)-  48 16 22.46070(N)    095 19 02.36980(W)     ADJUSTED  
 DG6028* NAVD 88     -       372.718  (meters)    1222.83   (feet)  ADJUSTED  
 DG6028  ___________________________________________________________________
 DG6028  X           -    -394,164.874 (meters)                     COMP
 DG6028  Y           -  -4,235,044.884 (meters)                     COMP
 DG6028  Z           -   4,737,384.872 (meters)                     COMP
 DG6028  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 DG6028  ELLIP HEIGHT-         344.92  (meters)          (06/28/04) GPS OBS
 DG6028  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DG6028  DYNAMIC HT  -         372.796 (meters)    1223.08  (feet)  COMP
 DG6028  MODELED GRAV-     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 MN DEPT OF TRANSP in June 2004..
 DG6028
 DG6028.The orthometric height was determined by differential leveling
 DG6028.and adjusted by the National Geodetic Survey in February 2005..
 DG6028
 DG6028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6028
 DG6028.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6028
 DG6028.The ellipsoidal height was determined by GPS observations
 DG6028.and is referenced to NAD 83.
 DG6028
 DG6028.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG6028;SPC MN N     -   299,463.764   635,439.689   MT  0.99993196   -1 38 36.7
 DG6028;UTM  15      - 5,349,229.012   328,056.929   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  =   0.99990921
 DG6028
 DG6028                          SUPERSEDED SURVEY CONTROL
 DG6028
 DG6028  NAVD 88 (06/28/04)  372.70   (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: 15UUP2805749229(NAD 83)
 DG6028_MARKER: DD = SURVEY DISK
 DG6028_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6028_STAMPING: 0415 K 2003
 DG6028_MARK LOGO: MNDT  
 DG6028_PROJECTION: FLUSH
 DG6028_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6028+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6029 ***********************************************************************
 DG6029  DESIGNATION -  0415 L
 DG6029  PID         -  DG6029
 DG6029  STATE/COUNTY-  MN/BELTRAMI
 DG6029  USGS QUAD   -  FOUR TOWN (1973)
 DG6029
 DG6029                         *CURRENT SURVEY CONTROL
 DG6029  ___________________________________________________________________
 DG6029* NAD 83(1996)-  48 15 47.22697(N)    095 18 05.87229(W)     ADJUSTED  
 DG6029* NAVD 88     -       372.778  (meters)    1223.02   (feet)  ADJUSTED  
 DG6029  ___________________________________________________________________
 DG6029  X           -    -393,079.896 (meters)                     COMP
 DG6029  Y           -  -4,235,961.432 (meters)                     COMP
 DG6029  Z           -   4,736,660.441 (meters)                     COMP
 DG6029  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 DG6029  ELLIP HEIGHT-         344.95  (meters)          (06/28/04) GPS OBS
 DG6029  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DG6029  DYNAMIC HT  -         372.855 (meters)    1223.28  (feet)  COMP
 DG6029  MODELED GRAV-     980,807.4   (mgal)                       NAVD 88
 DG6029
 DG6029  HORZ ORDER  -  FIRST
 DG6029  VERT ORDER  -  SECOND    CLASS I
 DG6029  ELLP ORDER  -  THIRD     CLASS I
 DG6029
 DG6029.The horizontal coordinates were established by GPS observations
 DG6029.and adjusted by the MN DEPT OF TRANSP in June 2004..
 DG6029
 DG6029.The orthometric height was determined by differential leveling
 DG6029.and adjusted by the National Geodetic Survey in February 2005..
 DG6029
 DG6029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6029
 DG6029.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6029
 DG6029.The ellipsoidal height was determined by GPS observations
 DG6029.and is referenced to NAD 83.
 DG6029
 DG6029.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG6029;SPC MN N     -   298,342.701   636,573.106   MT  0.99993067   -1 37 54.8
 DG6029;UTM  15      - 5,348,106.212   329,188.692   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  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: 15UUP2918948106(NAD 83)
 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 = OCTOBER  6, 2006
 DG6030 ***********************************************************************
 DG6030  DESIGNATION -  0415 M
 DG6030  PID         -  DG6030
 DG6030  STATE/COUNTY-  MN/BELTRAMI
 DG6030  USGS QUAD   -  JELLE NE (1973)
 DG6030
 DG6030                         *CURRENT SURVEY CONTROL
 DG6030  ___________________________________________________________________
 DG6030* NAD 83(1996)-  48 14 35.58155(N)    095 16 12.91664(W)     ADJUSTED  
 DG6030* NAVD 88     -       374.373  (meters)    1228.26   (feet)  ADJUSTED  
 DG6030  ___________________________________________________________________
 DG6030  X           -    -390,911.879 (meters)                     COMP
 DG6030  Y           -  -4,237,821.252 (meters)                     COMP
 DG6030  Z           -   4,735,188.029 (meters)                     COMP
 DG6030  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 DG6030  ELLIP HEIGHT-         346.48  (meters)          (06/28/04) GPS OBS
 DG6030  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DG6030  DYNAMIC HT  -         374.449 (meters)    1228.50  (feet)  COMP
 DG6030  MODELED GRAV-     980,802.3   (mgal)                       NAVD 88
 DG6030
 DG6030  HORZ ORDER  -  FIRST
 DG6030  VERT ORDER  -  SECOND    CLASS I
 DG6030  ELLP ORDER  -  THIRD     CLASS I
 DG6030
 DG6030.The horizontal coordinates were established by GPS observations
 DG6030.and adjusted by the MN DEPT OF TRANSP in June 2004..
 DG6030
 DG6030.The orthometric height was determined by differential leveling
 DG6030.and adjusted by the National Geodetic Survey in February 2005..
 DG6030
 DG6030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6030
 DG6030.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6030
 DG6030.The ellipsoidal height was determined by GPS observations
 DG6030.and is referenced to NAD 83.
 DG6030
 DG6030.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG6030;SPC MN N     -   296,064.912   638,839.451   MT  0.99992813   -1 36 31.1
 DG6030;UTM  15      - 5,345,824.982   331,451.684   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 50.0
 DG6030:UTM  15      -  0415 N                                   134 48 57.1
 DG6030
 DG6030|---------------------------------------------------------------------|
 DG6030| PID    Reference Object                     Distance      Geod. Az  |
 DG6030|                                                           dddmmss.s |
 DG6030| DG6031 0415 N                              APPROX. 1.4 KM 1330718.9 |
 DG6030|---------------------------------------------------------------------|
 DG6030
 DG6030                          SUPERSEDED SURVEY CONTROL
 DG6030
 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: 15UUP3145245825(NAD 83)
 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 = OCTOBER  6, 2006
 DG6031 ***********************************************************************
 DG6031  DESIGNATION -  0415 N
 DG6031  PID         -  DG6031
 DG6031  STATE/COUNTY-  MN/BELTRAMI
 DG6031  USGS QUAD   -  JELLE NE (1973)
 DG6031
 DG6031                         *CURRENT SURVEY CONTROL
 DG6031  ___________________________________________________________________
 DG6031* NAD 83(1996)-  48 14 04.86745(N)    095 15 23.82980(W)     ADJUSTED  
 DG6031* NAVD 88     -       376.639  (meters)    1235.69   (feet)  ADJUSTED  
 DG6031  ___________________________________________________________________
 DG6031  X           -    -389,968.326 (meters)                     COMP
 DG6031  Y           -  -4,238,620.358 (meters)                     COMP
 DG6031  Z           -   4,734,557.819 (meters)                     COMP
 DG6031  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 DG6031  ELLIP HEIGHT-         348.72  (meters)          (06/28/04) GPS OBS
 DG6031  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DG6031  DYNAMIC HT  -         376.715 (meters)    1235.94  (feet)  COMP
 DG6031  MODELED GRAV-     980,800.1   (mgal)                       NAVD 88
 DG6031
 DG6031  HORZ ORDER  -  FIRST
 DG6031  VERT ORDER  -  SECOND    CLASS I
 DG6031  ELLP ORDER  -  THIRD     CLASS I
 DG6031
 DG6031.The horizontal coordinates were established by GPS observations
 DG6031.and adjusted by the MN DEPT OF TRANSP in June 2004..
 DG6031
 DG6031.The orthometric height was determined by differential leveling
 DG6031.and adjusted by the National Geodetic Survey in February 2005..
 DG6031
 DG6031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6031
 DG6031.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6031
 DG6031.The ellipsoidal height was determined by GPS observations
 DG6031.and is referenced to NAD 83.
 DG6031
 DG6031.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG6031;SPC MN N     -   295,088.330   639,825.261   MT  0.99992709   -1 35 54.7
 DG6031;UTM  15      - 5,344,846.916   332,436.060   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  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: 15UUP3243644847(NAD 83)
 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 = OCTOBER  6, 2006
 DG6032 ***********************************************************************
 DG6032  DESIGNATION -  0415 P
 DG6032  PID         -  DG6032
 DG6032  STATE/COUNTY-  MN/BELTRAMI
 DG6032  USGS QUAD   -  THORHULT (1973)
 DG6032
 DG6032                         *CURRENT SURVEY CONTROL
 DG6032  ___________________________________________________________________
 DG6032* NAD 83(1996)-  48 13 32.28963(N)    095 14 55.10773(W)     ADJUSTED  
 DG6032* NAVD 88     -       377.083  (meters)    1237.15   (feet)  ADJUSTED  
 DG6032  ___________________________________________________________________
 DG6032  X           -    -389,446.783 (meters)                     COMP
 DG6032  Y           -  -4,239,422.283 (meters)                     COMP
 DG6032  Z           -   4,733,887.803 (meters)                     COMP
 DG6032  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 DG6032  ELLIP HEIGHT-         349.15  (meters)          (06/28/04) GPS OBS
 DG6032  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DG6032  DYNAMIC HT  -         377.158 (meters)    1237.39  (feet)  COMP
 DG6032  MODELED GRAV-     980,798.2   (mgal)                       NAVD 88
 DG6032
 DG6032  HORZ ORDER  -  FIRST
 DG6032  VERT ORDER  -  SECOND    CLASS I
 DG6032  ELLP ORDER  -  THIRD     CLASS I
 DG6032
 DG6032.The horizontal coordinates were established by GPS observations
 DG6032.and adjusted by the MN DEPT OF TRANSP in June 2004..
 DG6032
 DG6032.The orthometric height was determined by differential leveling
 DG6032.and adjusted by the National Geodetic Survey in February 2005..
 DG6032
 DG6032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6032
 DG6032.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6032
 DG6032.The ellipsoidal height was determined by GPS observations
 DG6032.and is referenced to NAD 83.
 DG6032
 DG6032.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG6032;SPC MN N     -   294,066.045   640,389.706   MT  0.99992600   -1 35 33.4
 DG6032;UTM  15      - 5,343,823.778   332,999.000   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  =   0.99987129
 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  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: 15UUP3299943824(NAD 83)
 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 = OCTOBER  6, 2006
 DG6033 ***********************************************************************
 DG6033  DESIGNATION -  0415 Q
 DG6033  PID         -  DG6033
 DG6033  STATE/COUNTY-  MN/BELTRAMI
 DG6033  USGS QUAD   -  THORHULT (1973)
 DG6033
 DG6033                         *CURRENT SURVEY CONTROL
 DG6033  ___________________________________________________________________
 DG6033* NAD 83(1996)-  48 11 45.70151(N)    095 14 53.82573(W)     ADJUSTED  
 DG6033* NAVD 88     -       377.058  (meters)    1237.06   (feet)  ADJUSTED  
 DG6033  ___________________________________________________________________
 DG6033  X           -    -389,644.979 (meters)                     COMP
 DG6033  Y           -  -4,241,869.215 (meters)                     COMP
 DG6033  Z           -   4,731,693.750 (meters)                     COMP
 DG6033  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 DG6033  ELLIP HEIGHT-         349.12  (meters)          (06/28/04) GPS OBS
 DG6033  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DG6033  DYNAMIC HT  -         377.131 (meters)    1237.30  (feet)  COMP
 DG6033  MODELED GRAV-     980,793.1   (mgal)                       NAVD 88
 DG6033
 DG6033  HORZ ORDER  -  FIRST
 DG6033  VERT ORDER  -  SECOND    CLASS I
 DG6033  ELLP ORDER  -  THIRD     CLASS I
 DG6033
 DG6033.The horizontal coordinates were established by GPS observations
 DG6033.and adjusted by the MN DEPT OF TRANSP in June 2004..
 DG6033
 DG6033.The orthometric height was determined by differential leveling
 DG6033.and adjusted by the National Geodetic Survey in February 2005..
 DG6033
 DG6033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6033
 DG6033.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6033
 DG6033.The ellipsoidal height was determined by GPS observations
 DG6033.and is referenced to NAD 83.
 DG6033
 DG6033.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG6033;SPC MN N     -   290,774.607   640,324.675   MT  0.99992261   -1 35 32.5
 DG6033;UTM  15      - 5,340,532.379   332,929.121   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 08.2
 DG6033:UTM  15      -  0415 R                                   181 07 10.5
 DG6033
 DG6033|---------------------------------------------------------------------|
 DG6033| PID    Reference Object                     Distance      Geod. Az  |
 DG6033|                                                           dddmmss.s |
 DG6033| DG6034 0415 R                              APPROX. 1.5 KM 1792635.7 |
 DG6033|---------------------------------------------------------------------|
 DG6033
 DG6033                          SUPERSEDED SURVEY CONTROL
 DG6033
 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_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 = OCTOBER  6, 2006
 DG6034 ***********************************************************************
 DG6034  DESIGNATION -  0415 R
 DG6034  PID         -  DG6034
 DG6034  STATE/COUNTY-  MN/BELTRAMI
 DG6034  USGS QUAD   -  THORHULT (1973)
 DG6034
 DG6034                         *CURRENT SURVEY CONTROL
 DG6034  ___________________________________________________________________
 DG6034* NAD 83(1996)-  48 10 56.28422(N)    095 14 53.10767(W)     ADJUSTED  
 DG6034* NAVD 88     -       376.050  (meters)    1233.76   (feet)  ADJUSTED  
 DG6034  ___________________________________________________________________
 DG6034  X           -    -389,734.217 (meters)                     COMP
 DG6034  Y           -  -4,243,002.862 (meters)                     COMP
 DG6034  Z           -   4,730,675.349 (meters)                     COMP
 DG6034  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 DG6034  ELLIP HEIGHT-         348.10  (meters)          (06/28/04) GPS OBS
 DG6034  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DG6034  DYNAMIC HT  -         376.121 (meters)    1233.99  (feet)  COMP
 DG6034  MODELED GRAV-     980,790.7   (mgal)                       NAVD 88
 DG6034
 DG6034  HORZ ORDER  -  FIRST
 DG6034  VERT ORDER  -  SECOND    CLASS I
 DG6034  ELLP ORDER  -  THIRD     CLASS I
 DG6034
 DG6034.The horizontal coordinates were established by GPS observations
 DG6034.and adjusted by the MN DEPT OF TRANSP in June 2004..
 DG6034
 DG6034.The orthometric height was determined by differential leveling
 DG6034.and adjusted by the National Geodetic Survey in February 2005..
 DG6034
 DG6034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6034
 DG6034.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6034
 DG6034.The ellipsoidal height was determined by GPS observations
 DG6034.and is referenced to NAD 83.
 DG6034
 DG6034.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG6034;SPC MN N     -   289,248.541   640,297.088   MT  0.99992113   -1 35 31.9
 DG6034;UTM  15      - 5,339,006.322   332,899.302   MT  0.99994310   -1 40 32.9
 DG6034
 DG6034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6034!SPC MN N     -   0.99994545  x   0.99992113  =   0.99986658
 DG6034!UTM  15      -   0.99994545  x   0.99994310  =   0.99988855
 DG6034
 DG6034:                Primary Azimuth Mark                     Grid Az
 DG6034:SPC MN N     -  0415 S                                   204 13 09.0
 DG6034:UTM  15      -  0415 S                                   204 18 10.0
 DG6034
 DG6034|---------------------------------------------------------------------|
 DG6034| PID    Reference Object                     Distance      Geod. Az  |
 DG6034|                                                           dddmmss.s |
 DG6034| DG6035 0415 S                              APPROX. 0.8 KM 2023737.1 |
 DG6034|---------------------------------------------------------------------|
 DG6034
 DG6034                          SUPERSEDED SURVEY CONTROL
 DG6034
 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_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 = OCTOBER  6, 2006
 DG6035 ***********************************************************************
 DG6035  DESIGNATION -  0415 S
 DG6035  PID         -  DG6035
 DG6035  STATE/COUNTY-  MN/BELTRAMI
 DG6035  USGS QUAD   -  JELLE NE (1973)
 DG6035
 DG6035                         *CURRENT SURVEY CONTROL
 DG6035  ___________________________________________________________________
 DG6035* NAD 83(1996)-  48 10 33.05329(N)    095 15 07.58462(W)     ADJUSTED  
 DG6035* NAVD 88     -       380.475  (meters)    1248.28   (feet)  ADJUSTED  
 DG6035  ___________________________________________________________________
 DG6035  X           -    -390,081.238 (meters)                     COMP
 DG6035  Y           -  -4,243,510.956 (meters)                     COMP
 DG6035  Z           -   4,730,200.166 (meters)                     COMP
 DG6035  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 DG6035  ELLIP HEIGHT-         352.53  (meters)          (06/28/04) GPS OBS
 DG6035  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DG6035  DYNAMIC HT  -         380.547 (meters)    1248.51  (feet)  COMP
 DG6035  MODELED GRAV-     980,789.7   (mgal)                       NAVD 88
 DG6035
 DG6035  HORZ ORDER  -  FIRST
 DG6035  VERT ORDER  -  SECOND    CLASS I
 DG6035  ELLP ORDER  -  THIRD     CLASS I
 DG6035
 DG6035.The horizontal coordinates were established by GPS observations
 DG6035.and adjusted by the MN DEPT OF TRANSP in June 2004..
 DG6035
 DG6035.The orthometric height was determined by differential leveling
 DG6035.and adjusted by the National Geodetic Survey in February 2005..
 DG6035
 DG6035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6035
 DG6035.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6035
 DG6035.The ellipsoidal height was determined by GPS observations
 DG6035.and is referenced to NAD 83.
 DG6035
 DG6035.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG6035;SPC MN N     -   288,539.654   639,978.217   MT  0.99992045   -1 35 42.7
 DG6035;UTM  15      - 5,338,297.885   332,579.390   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  =   0.99986521
 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 09.0
 DG6035:UTM  15      -  0415 R                                   024 18 09.4
 DG6035
 DG6035|---------------------------------------------------------------------|
 DG6035| PID    Reference Object                     Distance      Geod. Az  |
 DG6035|                                                           dddmmss.s |
 DG6035| DG6034 0415 R                              APPROX. 0.8 KM 0223726.3 |
 DG6035|---------------------------------------------------------------------|
 DG6035
 DG6035                          SUPERSEDED SURVEY CONTROL
 DG6035
 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: 15UUP3257938298(NAD 83)
 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 = OCTOBER  6, 2006
 DG6036 ***********************************************************************
 DG6036  DESIGNATION -  0415 T
 DG6036  PID         -  DG6036
 DG6036  STATE/COUNTY-  MN/BELTRAMI
 DG6036  USGS QUAD   -  JELLE NE (1973)
 DG6036
 DG6036                         *CURRENT SURVEY CONTROL
 DG6036  ___________________________________________________________________
 DG6036* NAD 83(1996)-  48 08 35.62640(N)    095 15 17.91806(W)     ADJUSTED  
 DG6036* NAVD 88     -       385.593  (meters)    1265.07   (feet)  ADJUSTED  
 DG6036  ___________________________________________________________________
 DG6036  X           -    -390,541.636 (meters)                     COMP
 DG6036  Y           -  -4,246,185.708 (meters)                     COMP
 DG6036  Z           -   4,727,784.435 (meters)                     COMP
 DG6036  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 DG6036  ELLIP HEIGHT-         357.64  (meters)          (06/28/04) GPS OBS
 DG6036  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DG6036  DYNAMIC HT  -         385.664 (meters)    1265.30  (feet)  COMP
 DG6036  MODELED GRAV-     980,784.0   (mgal)                       NAVD 88
 DG6036
 DG6036  HORZ ORDER  -  FIRST
 DG6036  VERT ORDER  -  SECOND    CLASS I
 DG6036  ELLP ORDER  -  THIRD     CLASS I
 DG6036
 DG6036.The horizontal coordinates were established by GPS observations
 DG6036.and adjusted by the MN DEPT OF TRANSP in June 2004..
 DG6036
 DG6036.The orthometric height was determined by differential leveling
 DG6036.and adjusted by the National Geodetic Survey in February 2005..
 DG6036
 DG6036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6036
 DG6036.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6036
 DG6036.The ellipsoidal height was determined by GPS observations
 DG6036.and is referenced to NAD 83.
 DG6036
 DG6036.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG6036;SPC MN N     -   284,920.332   639,663.749   MT  0.99991723   -1 35 50.3
 DG6036;UTM  15      - 5,334,678.927   332,259.668   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  =   0.99986119
 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 28.2
 DG6036:UTM  15      -  0415 U                                   172 13 25.7
 DG6036
 DG6036|---------------------------------------------------------------------|
 DG6036| PID    Reference Object                     Distance      Geod. Az  |
 DG6036|                                                           dddmmss.s |
 DG6036| DG6037 0415 U                              APPROX. 1.3 KM 1703237.9 |
 DG6036|---------------------------------------------------------------------|
 DG6036
 DG6036                          SUPERSEDED SURVEY CONTROL
 DG6036
 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: 15UUP3226034679(NAD 83)
 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 = OCTOBER  6, 2006
 DG6037 ***********************************************************************
 DG6037  DESIGNATION -  0415 U
 DG6037  PID         -  DG6037
 DG6037  STATE/COUNTY-  MN/BELTRAMI
 DG6037  USGS QUAD   -  JELLE NE (1973)
 DG6037
 DG6037                         *CURRENT SURVEY CONTROL
 DG6037  ___________________________________________________________________
 DG6037* NAD 83(1996)-  48 07 53.35244(N)    095 15 07.40018(W)     ADJUSTED  
 DG6037* NAVD 88     -       387.121  (meters)    1270.08   (feet)  ADJUSTED  
 DG6037  ___________________________________________________________________
 DG6037  X           -    -390,414.224 (meters)                     COMP
 DG6037  Y           -  -4,247,175.025 (meters)                     COMP
 DG6037  Z           -   4,726,914.154 (meters)                     COMP
 DG6037  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 DG6037  ELLIP HEIGHT-         359.16  (meters)          (06/28/04) GPS OBS
 DG6037  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DG6037  DYNAMIC HT  -         387.192 (meters)    1270.31  (feet)  COMP
 DG6037  MODELED GRAV-     980,782.0   (mgal)                       NAVD 88
 DG6037
 DG6037  HORZ ORDER  -  FIRST
 DG6037  VERT ORDER  -  SECOND    CLASS I
 DG6037  ELLP ORDER  -  THIRD     CLASS I
 DG6037
 DG6037.The horizontal coordinates were established by GPS observations
 DG6037.and adjusted by the MN DEPT OF TRANSP in June 2004..
 DG6037
 DG6037.The orthometric height was determined by differential leveling
 DG6037.and adjusted by the National Geodetic Survey in February 2005..
 DG6037
 DG6037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6037
 DG6037.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6037
 DG6037.The ellipsoidal height was determined by GPS observations
 DG6037.and is referenced to NAD 83.
 DG6037
 DG6037.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG6037;SPC MN N     -   283,609.178   639,844.726   MT  0.99991615   -1 35 42.5
 DG6037;UTM  15      - 5,333,367.476   332,438.763   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  =   0.99988872
 DG6037
 DG6037:                Primary Azimuth Mark                     Grid Az
 DG6037:SPC MN N     -  0415 T                                   352 08 28.2
 DG6037:UTM  15      -  0415 T                                   352 13 24.5
 DG6037
 DG6037|---------------------------------------------------------------------|
 DG6037| PID    Reference Object                     Distance      Geod. Az  |
 DG6037|                                                           dddmmss.s |
 DG6037| DG6036 0415 T                              APPROX. 1.3 KM 3503245.7 |
 DG6037|---------------------------------------------------------------------|
 DG6037
 DG6037                          SUPERSEDED SURVEY CONTROL
 DG6037
 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: 15UUP3243933367(NAD 83)
 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 02, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0048 ***********************************************************************
 QP0048  DESIGNATION -  05
 QP0048  PID         -  QP0048
 QP0048  STATE/COUNTY-  MN/BENTON
 QP0048  USGS QUAD   -  ST CLOUD (1993)
 QP0048
 QP0048                         *CURRENT SURVEY CONTROL
 QP0048  ___________________________________________________________________
 QP0048* NAD 83(1986)-  45 33 41.     (N)    094 09 01.     (W)     SCALED    
 QP0048* NAVD 88     -       314.085  (meters)    1030.46   (feet)  ADJUSTED  
 QP0048  ___________________________________________________________________
 QP0048  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 QP0048  DYNAMIC HT  -         314.078 (meters)    1030.44  (feet)  COMP
 QP0048  MODELED GRAV-     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
 QP0048.and adjusted by the National Geodetic Survey in June 1991..
 QP0048
 QP0048.The geoid height was determined by GEOID03.
 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     -   162,400.      807,790.      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_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: MNDT  
 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 - September 22, 1993
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0912 ***********************************************************************
 QP0912  DESIGNATION -  0502 A
 QP0912  PID         -  QP0912
 QP0912  STATE/COUNTY-  MN/BENTON
 QP0912  USGS QUAD   -  ROYALTON (1978)
 QP0912
 QP0912                         *CURRENT SURVEY CONTROL
 QP0912  ___________________________________________________________________
 QP0912* NAD 83(1996)-  45 49 13.32324(N)    094 17 06.80707(W)     ADJUSTED  
 QP0912* NAVD 88     -       327.826  (meters)    1075.54   (feet)  ADJUSTED  
 QP0912  ___________________________________________________________________
 QP0912  X           -    -332,725.454 (meters)                     COMP
 QP0912  Y           -  -4,440,422.318 (meters)                     COMP
 QP0912  Z           -   4,551,571.426 (meters)                     COMP
 QP0912  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 QP0912  ELLIP HEIGHT-         301.15  (meters)          (07/29/03) GPS OBS
 QP0912  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 QP0912  DYNAMIC HT  -         327.829 (meters)    1075.55  (feet)  COMP
 QP0912  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 QP0912
 QP0912  HORZ ORDER  -  FIRST
 QP0912  VERT ORDER  -  FIRST     CLASS I
 QP0912  ELLP ORDER  -  FOURTH    CLASS I
 QP0912
 QP0912.The horizontal coordinates were established by GPS observations
 QP0912.and adjusted by the MN DEPT OF TRANSP in July 2003..
 QP0912
 QP0912.The orthometric height was determined by differential leveling
 QP0912.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 QP0912
 QP0912.The ellipsoidal height was determined by GPS observations
 QP0912.and is referenced to NAD 83.
 QP0912
 QP0912.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP0912;SPC MN C     -   191,181.515   797,262.706   MT  0.99996209   -0 01 31.7
 QP0912;UTM  15      - 5,074,892.528   400,160.793   MT  0.99972254   -0 55 18.4
 QP0912
 QP0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0912!SPC MN C     -   0.99995279  x   0.99996209  =   0.99991488
 QP0912!UTM  15      -   0.99995279  x   0.99972254  =   0.99967534
 QP0912
 QP0912                          SUPERSEDED SURVEY CONTROL
 QP0912
 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: 15TVL0016174893(NAD 83)
 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 = OCTOBER  6, 2006
 QP0226 ***********************************************************************
 QP0226  DESIGNATION -  0502 F
 QP0226  PID         -  QP0226
 QP0226  STATE/COUNTY-  MN/BENTON
 QP0226  USGS QUAD   -  ST CLOUD (1993)
 QP0226
 QP0226                         *CURRENT SURVEY CONTROL
 QP0226  ___________________________________________________________________
 QP0226* NAD 83(1986)-  45 34 48.     (N)    094 08 50.     (W)     SCALED    
 QP0226* NAVD 88     -       319.224  (meters)    1047.32   (feet)  ADJUSTED  
 QP0226  ___________________________________________________________________
 QP0226  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 QP0226  DYNAMIC HT  -         319.218 (meters)    1047.30  (feet)  COMP
 QP0226  MODELED GRAV-     980,587.8   (mgal)                       NAVD 88
 QP0226
 QP0226  VERT ORDER  -  FIRST     CLASS I
 QP0226
 QP0226.The horizontal coordinates were scaled from a topographic map and have
 QP0226.an estimated accuracy of +/- 6 seconds.
 QP0226
 QP0226.The orthometric height was determined by differential leveling
 QP0226.and adjusted by the National Geodetic Survey in June 1991..
 QP0226
 QP0226.The geoid height was determined by GEOID03.
 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     -   164,470.      808,020.      MT  (+/- 180 meters Scaled)
 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: 15TVL104480(NAD 83)
 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: MNDT  
 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 - August 26, 1996
 QP0226
 QP0226  HISTORY     - Date     Condition        Report By
 QP0226  HISTORY     - 1971     MONUMENTED       MNDT
 QP0226  HISTORY     - 1974     GOOD             MNDT
 QP0226  HISTORY     - 1976     GOOD             NGS
 QP0226  HISTORY     - 19940917 GOOD             USPSQD
 QP0226  HISTORY     - 19960826 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0225 ***********************************************************************
 QP0225  DESIGNATION -  0502 G
 QP0225  PID         -  QP0225
 QP0225  STATE/COUNTY-  MN/BENTON
 QP0225  USGS QUAD   -  ST CLOUD (1993)
 QP0225
 QP0225                         *CURRENT SURVEY CONTROL
 QP0225  ___________________________________________________________________
 QP0225* NAD 83(1986)-  45 34 52.     (N)    094 08 48.     (W)     SCALED    
 QP0225* NAVD 88     -       330.725  (meters)    1085.05   (feet)  ADJUSTED  
 QP0225  ___________________________________________________________________
 QP0225  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 QP0225  DYNAMIC HT  -         330.719 (meters)    1085.03  (feet)  COMP
 QP0225  MODELED GRAV-     980,587.8   (mgal)                       NAVD 88
 QP0225
 QP0225  VERT ORDER  -  FIRST     CLASS I
 QP0225
 QP0225.The horizontal coordinates were scaled from a topographic map and have
 QP0225.an estimated accuracy of +/- 6 seconds.
 QP0225
 QP0225.The orthometric height was determined by differential leveling
 QP0225.and adjusted by the National Geodetic Survey in June 1991..
 QP0225
 QP0225.The geoid height was determined by GEOID03.
 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     -   164,590.      808,070.      MT  (+/- 180 meters Scaled)
 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: 15TVL105481(NAD 83)
 QP0225_MARKER: DD = SURVEY DISK
 QP0225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0225_SP_SET: BRIDGE
 QP0225_STAMPING: 0502 G 1971
 QP0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0225
 QP0225  HISTORY     - Date     Condition        Report By
 QP0225  HISTORY     - 1971     MONUMENTED       MNDT
 QP0225  HISTORY     - 1974     GOOD             MNDT
 QP0225  HISTORY     - 1976     GOOD             NGS
 QP0225  HISTORY     - 19940917 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0224 ***********************************************************************
 QP0224  DESIGNATION -  0502 H
 QP0224  PID         -  QP0224
 QP0224  STATE/COUNTY-  MN/BENTON
 QP0224  USGS QUAD   -  ST CLOUD (1993)
 QP0224
 QP0224                         *CURRENT SURVEY CONTROL
 QP0224  ___________________________________________________________________
 QP0224* NAD 83(1986)-  45 35 18.     (N)    094 08 49.     (W)     SCALED    
 QP0224* NAVD 88     -       333.191  (meters)    1093.14   (feet)  ADJUSTED  
 QP0224  ___________________________________________________________________
 QP0224  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 QP0224  DYNAMIC HT  -         333.185 (meters)    1093.12  (feet)  COMP
 QP0224  MODELED GRAV-     980,588.4   (mgal)                       NAVD 88
 QP0224
 QP0224  VERT ORDER  -  FIRST     CLASS I
 QP0224
 QP0224.The horizontal coordinates were scaled from a topographic map and have
 QP0224.an estimated accuracy of +/- 6 seconds.
 QP0224
 QP0224.The orthometric height was determined by differential leveling
 QP0224.and adjusted by the National Geodetic Survey in June 1991..
 QP0224
 QP0224.The geoid height was determined by GEOID03.
 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     -   165,400.      808,040.      MT  (+/- 180 meters Scaled)
 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: 15TVL105489(NAD 83)
 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: MNDT  
 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 - October 19, 2000
 QP0224
 QP0224  HISTORY     - Date     Condition        Report By
 QP0224  HISTORY     - 1971     MONUMENTED       MNDT
 QP0224  HISTORY     - 1974     GOOD             MNDT
 QP0224  HISTORY     - 1976     GOOD             NGS
 QP0224  HISTORY     - 19940918 MARK NOT FOUND   USPSQD
 QP0224  HISTORY     - 20001019 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0223 ***********************************************************************
 QP0223  DESIGNATION -  0502 I
 QP0223  PID         -  QP0223
 QP0223  STATE/COUNTY-  MN/BENTON
 QP0223  USGS QUAD   -  ST CLOUD (1993)
 QP0223
 QP0223                         *CURRENT SURVEY CONTROL
 QP0223  ___________________________________________________________________
 QP0223* NAD 83(1986)-  45 35 54.     (N)    094 08 49.     (W)     SCALED    
 QP0223* NAVD 88     -       335.625  (meters)    1101.13   (feet)  ADJUSTED  
 QP0223  ___________________________________________________________________
 QP0223  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 QP0223  DYNAMIC HT  -         335.619 (meters)    1101.11  (feet)  COMP
 QP0223  MODELED GRAV-     980,589.2   (mgal)                       NAVD 88
 QP0223
 QP0223  VERT ORDER  -  FIRST     CLASS I
 QP0223
 QP0223.The horizontal coordinates were scaled from a topographic map and have
 QP0223.an estimated accuracy of +/- 6 seconds.
 QP0223
 QP0223.The orthometric height was determined by differential leveling
 QP0223.and adjusted by the National Geodetic Survey in June 1991..
 QP0223
 QP0223.The geoid height was determined by GEOID03.
 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     -   166,510.      808,040.      MT  (+/- 180 meters Scaled)
 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: 15TVL105500(NAD 83)
 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: MNDT  
 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 - October 19, 2000
 QP0223
 QP0223  HISTORY     - Date     Condition        Report By
 QP0223  HISTORY     - 1971     MONUMENTED       MNDT
 QP0223  HISTORY     - 1974     GOOD             MNDT
 QP0223  HISTORY     - 1976     GOOD             NGS
 QP0223  HISTORY     - 19940917 GOOD             USPSQD
 QP0223  HISTORY     - 20001019 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0222 ***********************************************************************
 QP0222  DESIGNATION -  0502 J
 QP0222  PID         -  QP0222
 QP0222  STATE/COUNTY-  MN/BENTON
 QP0222  USGS QUAD   -  ST CLOUD (1993)
 QP0222
 QP0222                         *CURRENT SURVEY CONTROL
 QP0222  ___________________________________________________________________
 QP0222* NAD 83(1996)-  45 36 15.92279(N)    094 09 20.93074(W)     ADJUSTED  
 QP0222* NAVD 88     -       338.357  (meters)    1110.09   (feet)  ADJUSTED  
 QP0222  ___________________________________________________________________
 QP0222  X           -    -323,941.015 (meters)                     COMP
 QP0222  Y           -  -4,458,306.449 (meters)                     COMP
 QP0222  Z           -   4,534,818.788 (meters)                     COMP
 QP0222  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 QP0222  ELLIP HEIGHT-         311.38  (meters)          (07/29/03) GPS OBS
 QP0222  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 QP0222  DYNAMIC HT  -         338.352 (meters)    1110.08  (feet)  COMP
 QP0222  MODELED GRAV-     980,589.7   (mgal)                       NAVD 88
 QP0222
 QP0222  HORZ ORDER  -  FIRST
 QP0222  VERT ORDER  -  FIRST     CLASS I
 QP0222  ELLP ORDER  -  FOURTH    CLASS I
 QP0222
 QP0222.The horizontal coordinates were established by GPS observations
 QP0222.and adjusted by the MN DEPT OF TRANSP in July 2003..
 QP0222
 QP0222.The orthometric height was determined by differential leveling
 QP0222.and adjusted by the National Geodetic Survey in June 1991..
 QP0222
 QP0222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0222
 QP0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP0222
 QP0222.The ellipsoidal height was determined by GPS observations
 QP0222.and is referenced to NAD 83.
 QP0222
 QP0222.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP0222;SPC MN C     -   167,184.416   807,347.786   MT  1.00000268   +0 04 05.3
 QP0222;UTM  15      - 5,050,747.333   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  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_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_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 - October 19, 2000
 QP0222
 QP0222  HISTORY     - Date     Condition        Report By
 QP0222  HISTORY     - 1971     MONUMENTED       MNDT
 QP0222  HISTORY     - 1974     GOOD             MNDT
 QP0222  HISTORY     - 1976     GOOD             NGS
 QP0222  HISTORY     - 20001019 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0221 ***********************************************************************
 QP0221  DESIGNATION -  0502 K
 QP0221  PID         -  QP0221
 QP0221  STATE/COUNTY-  MN/BENTON
 QP0221  USGS QUAD   -  ST CLOUD (1993)
 QP0221
 QP0221                         *CURRENT SURVEY CONTROL
 QP0221  ___________________________________________________________________
 QP0221* NAD 83(1996)-  45 36 40.34035(N)    094 09 43.93701(W)     ADJUSTED  
 QP0221* NAVD 88     -       341.118  (meters)    1119.15   (feet)  ADJUSTED  
 QP0221  ___________________________________________________________________
 QP0221  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 QP0221  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 QP0221  DYNAMIC HT  -         341.113 (meters)    1119.13  (feet)  COMP
 QP0221  MODELED GRAV-     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
 QP0221.and adjusted by the National Geodetic Survey in August 2004..
 QP0221
 QP0221.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP0221
 QP0221.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP0221;SPC MN C     -   167,937.693   806,848.394   MT  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  =   0.99965172
 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) UNKNOWN     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: 15TVL0938051508(NAD 83)
 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: MNDT  
 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 - October 19, 2000
 QP0221
 QP0221  HISTORY     - Date     Condition        Report By
 QP0221  HISTORY     - 1971     MONUMENTED       MNDT
 QP0221  HISTORY     - 1974     GOOD             MNDT
 QP0221  HISTORY     - 1976     GOOD             NGS
 QP0221  HISTORY     - 20001019 GOOD             MNDT
 QP0221
 QP0221                          STATION DESCRIPTION
 QP0221
 QP0221'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0220 ***********************************************************************
 QP0220  DESIGNATION -  0502 L
 QP0220  PID         -  QP0220
 QP0220  STATE/COUNTY-  MN/BENTON
 QP0220  USGS QUAD   -  ST CLOUD (1993)
 QP0220
 QP0220                         *CURRENT SURVEY CONTROL
 QP0220  ___________________________________________________________________
 QP0220* NAD 83(1996)-  45 36 59.77572(N)    094 10 06.09402(W)     ADJUSTED  
 QP0220* NAVD 88     -       332.688  (meters)    1091.49   (feet)  ADJUSTED  
 QP0220  ___________________________________________________________________
 QP0220  X           -    -324,846.574 (meters)                     COMP
 QP0220  Y           -  -4,457,266.511 (meters)                     COMP
 QP0220  Z           -   4,535,761.895 (meters)                     COMP
 QP0220  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 QP0220  ELLIP HEIGHT-         305.75  (meters)          (07/29/03) GPS OBS
 QP0220  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 QP0220  DYNAMIC HT  -         332.683 (meters)    1091.48  (feet)  COMP
 QP0220  MODELED GRAV-     980,591.0   (mgal)                       NAVD 88
 QP0220
 QP0220  HORZ ORDER  -  FIRST
 QP0220  VERT ORDER  -  SECOND    CLASS I
 QP0220  ELLP ORDER  -  FOURTH    CLASS I
 QP0220
 QP0220.The horizontal coordinates were established by GPS observations
 QP0220.and adjusted by the MN DEPT OF TRANSP in July 2003..
 QP0220
 QP0220.The orthometric height was determined by differential leveling
 QP0220.and adjusted by the National Geodetic Survey in August 2004..
 QP0220
 QP0220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0220
 QP0220.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP0220
 QP0220.The ellipsoidal height was determined by GPS observations
 QP0220.and is referenced to NAD 83.
 QP0220
 QP0220.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP0220;SPC MN C     -   168,537.213   806,367.682   MT  1.00000001   +0 03 32.6
 QP0220;UTM  15      - 5,052,114.848   408,908.545   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  =   0.99965409
 QP0220
 QP0220:                Primary Azimuth Mark                     Grid Az
 QP0220:SPC MN C     -  SARTELL                                  298 01 47.7
 QP0220:UTM  15      -  SARTELL                                  298 55 26.5
 QP0220
 QP0220|---------------------------------------------------------------------|
 QP0220| PID    Reference Object                     Distance      Geod. Az  |
 QP0220|                                                           dddmmss.s |
 QP0220| QP1081 SARTELL                             444.774 METERS 2980520.3 |
 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  NAVD 88 (06/15/91)  332.686  (m)         1091.49   (f) UNKNOWN     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: 15TVL0890952115(NAD 83)
 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_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 - October 24, 2000
 QP0220
 QP0220  HISTORY     - Date     Condition        Report By
 QP0220  HISTORY     - 1971     MONUMENTED       MNDT
 QP0220  HISTORY     - 1974     GOOD             MNDT
 QP0220  HISTORY     - 1976     GOOD             NGS
 QP0220  HISTORY     - 20001024 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0218 ***********************************************************************
 QP0218  DESIGNATION -  0502 M
 QP0218  PID         -  QP0218
 QP0218  STATE/COUNTY-  MN/BENTON
 QP0218  USGS QUAD   -  ST CLOUD (1993)
 QP0218
 QP0218                         *CURRENT SURVEY CONTROL
 QP0218  ___________________________________________________________________
 QP0218* NAD 83(1986)-  45 37 08.     (N)    094 10 23.     (W)     SCALED    
 QP0218* NAVD 88     -       334.700  (meters)    1098.09   (feet)  ADJUSTED  
 QP0218  ___________________________________________________________________
 QP0218  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 QP0218  DYNAMIC HT  -         334.695 (meters)    1098.08  (feet)  COMP
 QP0218  MODELED GRAV-     980,591.2   (mgal)                       NAVD 88
 QP0218
 QP0218  VERT ORDER  -  SECOND    CLASS I
 QP0218
 QP0218.The horizontal coordinates were scaled from a topographic map and have
 QP0218.an estimated accuracy of +/- 6 seconds.
 QP0218
 QP0218.The orthometric height was determined by differential leveling
 QP0218.and adjusted by the National Geodetic Survey in August 2004..
 QP0218
 QP0218.The geoid height was determined by GEOID03.
 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     -   168,790.      806,000.      MT  (+/- 180 meters Scaled)
 QP0218
 QP0218                          SUPERSEDED SURVEY CONTROL
 QP0218
 QP0218  NAVD 88 (06/15/91)  334.707  (m)         1098.12   (f) UNKNOWN     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: 15TVL085523(NAD 83)
 QP0218_MARKER: DD = SURVEY 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: MNDT  
 QP0218_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0218+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000
 QP0218
 QP0218  HISTORY     - Date     Condition        Report By
 QP0218  HISTORY     - 1971     MONUMENTED       MNDT
 QP0218  HISTORY     - 1974     GOOD             MNDT
 QP0218  HISTORY     - 1976     GOOD             NGS
 QP0218  HISTORY     - 19940917 GOOD             USPSQD
 QP0218  HISTORY     - 20001019 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0219 ***********************************************************************
 QP0219  DESIGNATION -  0502 N
 QP0219  PID         -  QP0219
 QP0219  STATE/COUNTY-  MN/BENTON
 QP0219  USGS QUAD   -  ST CLOUD (1993)
 QP0219
 QP0219                         *CURRENT SURVEY CONTROL
 QP0219  ___________________________________________________________________
 QP0219* NAD 83(1996)-  45 37 17.74909(N)    094 10 22.43719(W)     ADJUSTED  
 QP0219* NAVD 88     -       328.597  (meters)    1078.07   (feet)  ADJUSTED  
 QP0219  ___________________________________________________________________
 QP0219  X           -    -325,170.672 (meters)                     COMP
 QP0219  Y           -  -4,456,842.356 (meters)                     COMP
 QP0219  Z           -   4,536,147.107 (meters)                     COMP
 QP0219  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 QP0219  ELLIP HEIGHT-         301.67  (meters)          (07/29/03) GPS OBS
 QP0219  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 QP0219  DYNAMIC HT  -         328.592 (meters)    1078.06  (feet)  COMP
 QP0219  MODELED GRAV-     980,591.4   (mgal)                       NAVD 88
 QP0219
 QP0219  HORZ ORDER  -  FIRST
 QP0219  VERT ORDER  -  SECOND    CLASS I
 QP0219  ELLP ORDER  -  FOURTH    CLASS I
 QP0219
 QP0219.The horizontal coordinates were established by GPS observations
 QP0219.and adjusted by the MN DEPT OF TRANSP in July 2003..
 QP0219
 QP0219.The orthometric height was determined by differential leveling
 QP0219.and adjusted by the National Geodetic Survey in June 1991..
 QP0219
 QP0219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0219
 QP0219.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP0219
 QP0219.The ellipsoidal height was determined by GPS observations
 QP0219.and is referenced to NAD 83.
 QP0219
 QP0219.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP0219;SPC MN C     -   169,091.755   806,013.056   MT  0.99999894   +0 03 20.8
 QP0219;UTM  15      - 5,052,674.690   408,562.718   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  =   0.99965551
 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  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: 15TVL0856352675(NAD 83)
 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_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 - October 19, 2000
 QP0219
 QP0219  HISTORY     - Date     Condition        Report By
 QP0219  HISTORY     - 1971     MONUMENTED       MNDT
 QP0219  HISTORY     - 1974     GOOD             MNDT
 QP0219  HISTORY     - 19940917 GOOD             USPSQD
 QP0219  HISTORY     - 20001019 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0072 ***********************************************************************
 QP0072  DESIGNATION -  0502 N 1
 QP0072  PID         -  QP0072
 QP0072  STATE/COUNTY-  MN/BENTON
 QP0072  USGS QUAD   -  ST CLOUD (1993)
 QP0072
 QP0072                         *CURRENT SURVEY CONTROL
 QP0072  ___________________________________________________________________
 QP0072* NAD 83(1986)-  45 37 00.     (N)    094 11 31.     (W)     SCALED    
 QP0072* NAVD 88     -       324.331  (meters)    1064.08   (feet)  ADJUSTED  
 QP0072  ___________________________________________________________________
 QP0072  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 QP0072  DYNAMIC HT  -         324.326 (meters)    1064.06  (feet)  COMP
 QP0072  MODELED GRAV-     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
 QP0072.and adjusted by the National Geodetic Survey in June 1991..
 QP0072
 QP0072.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0078 ***********************************************************************
 QP0078  DESIGNATION -  0502 P 1
 QP0078  PID         -  QP0078
 QP0078  STATE/COUNTY-  MN/BENTON
 QP0078  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 QP0078
 QP0078                         *CURRENT SURVEY CONTROL
 QP0078  ___________________________________________________________________
 QP0078* NAD 83(1986)-  45 38 00.     (N)    094 12 06.     (W)     SCALED    
 QP0078* NAVD 88     -       316.851  (meters)    1039.54   (feet)  ADJUSTED  
 QP0078  ___________________________________________________________________
 QP0078  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 QP0078  DYNAMIC HT  -         316.847 (meters)    1039.52  (feet)  COMP
 QP0078  MODELED GRAV-     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
 QP0078.and adjusted by the National Geodetic Survey in June 1991..
 QP0078
 QP0078.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AJ8566 ***********************************************************************
 AJ8566  DESIGNATION -  0502 S
 AJ8566  PID         -  AJ8566
 AJ8566  STATE/COUNTY-  MN/BENTON
 AJ8566  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 AJ8566
 AJ8566                         *CURRENT SURVEY CONTROL
 AJ8566  ___________________________________________________________________
 AJ8566* NAD 83(1986)-  45 39 36.     (N)    094 10 30.     (W)     SCALED    
 AJ8566* NAVD 88     -       319.464  (meters)    1048.11   (feet)  ADJUSTED  
 AJ8566  ___________________________________________________________________
 AJ8566  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AJ8566  DYNAMIC HT  -         319.460 (meters)    1048.10  (feet)  COMP
 AJ8566  MODELED GRAV-     980,594.9   (mgal)                       NAVD 88
 AJ8566
 AJ8566  VERT ORDER  -  SECOND    CLASS I
 AJ8566
 AJ8566.The horizontal coordinates were scaled from a topographic map and have
 AJ8566.an estimated accuracy of +/- 6 seconds.
 AJ8566
 AJ8566.The orthometric height was determined by differential leveling
 AJ8566.and adjusted by the National Geodetic Survey in August 2004..
 AJ8566
 AJ8566.The geoid height was determined by GEOID03.
 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     -   173,360.      805,850.      MT  (+/- 180 meters Scaled)
 AJ8566
 AJ8566                          SUPERSEDED SURVEY CONTROL
 AJ8566
 AJ8566.No superseded survey control is available for this station.
 AJ8566
 AJ8566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL084569(NAD 83)
 AJ8566_MARKER: DB = BENCH MARK DISK
 AJ8566_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ8566_SP_SET: BOX CULVERT
 AJ8566_STAMPING: 0502 S 1971
 AJ8566_MARK LOGO: MNDT  
 AJ8566_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - October 19, 2000
 AJ8566
 AJ8566  HISTORY     - Date     Condition        Report By
 AJ8566  HISTORY     - 1971     MONUMENTED       MNDT
 AJ8566  HISTORY     - 20001019 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8557 ***********************************************************************
 AJ8557  DESIGNATION -  0502 T
 AJ8557  PID         -  AJ8557
 AJ8557  STATE/COUNTY-  MN/BENTON
 AJ8557  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 AJ8557
 AJ8557                         *CURRENT SURVEY CONTROL
 AJ8557  ___________________________________________________________________
 AJ8557* NAD 83(1996)-  45 40 10.24890(N)    094 10 33.96503(W)     ADJUSTED  
 AJ8557* NAVD 88     -       321.046  (meters)    1053.30   (feet)  ADJUSTED  
 AJ8557  ___________________________________________________________________
 AJ8557  X           -    -325,142.056 (meters)                     COMP
 AJ8557  Y           -  -4,453,020.877 (meters)                     COMP
 AJ8557  Z           -   4,539,865.063 (meters)                     COMP
 AJ8557  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 AJ8557  ELLIP HEIGHT-         294.17  (meters)          (07/29/03) GPS OBS
 AJ8557  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AJ8557  DYNAMIC HT  -         321.043 (meters)    1053.29  (feet)  COMP
 AJ8557  MODELED GRAV-     980,595.9   (mgal)                       NAVD 88
 AJ8557
 AJ8557  HORZ ORDER  -  FIRST
 AJ8557  VERT ORDER  -  SECOND    CLASS I
 AJ8557  ELLP ORDER  -  FOURTH    CLASS I
 AJ8557
 AJ8557.The horizontal coordinates were established by GPS observations
 AJ8557.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8557
 AJ8557.The orthometric height was determined by differential leveling
 AJ8557.and adjusted by the National Geodetic Survey in August 2004..
 AJ8557
 AJ8557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8557
 AJ8557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8557
 AJ8557.The ellipsoidal height was determined by GPS observations
 AJ8557.and is referenced to NAD 83.
 AJ8557
 AJ8557.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8557;SPC MN C     -   174,417.145   805,758.350   MT  0.99998897   +0 03 12.4
 AJ8557;UTM  15      - 5,058,001.857   408,391.228   MT  0.99970317   -0 50 28.9
 AJ8557
 AJ8557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8557!SPC MN C     -   0.99995388  x   0.99998897  =   0.99994285
 AJ8557!UTM  15      -   0.99995388  x   0.99970317  =   0.99965707
 AJ8557
 AJ8557                          SUPERSEDED SURVEY CONTROL
 AJ8557
 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: 15TVL0839158002(NAD 83)
 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_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 - October 12, 2000
 AJ8557
 AJ8557  HISTORY     - Date     Condition        Report By
 AJ8557  HISTORY     - 1971     MONUMENTED       MNDT
 AJ8557  HISTORY     - 20001012 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8558 ***********************************************************************
 AJ8558  DESIGNATION -  0502 U
 AJ8558  PID         -  AJ8558
 AJ8558  STATE/COUNTY-  MN/BENTON
 AJ8558  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 AJ8558
 AJ8558                         *CURRENT SURVEY CONTROL
 AJ8558  ___________________________________________________________________
 AJ8558* NAD 83(1996)-  45 43 13.19008(N)    094 11 23.15433(W)     ADJUSTED  
 AJ8558* NAVD 88     -       322.217  (meters)    1057.14   (feet)  ADJUSTED  
 AJ8558  ___________________________________________________________________
 AJ8558  X           -    -325,908.732 (meters)                     COMP
 AJ8558  Y           -  -4,448,912.742 (meters)                     COMP
 AJ8558  Z           -   4,543,811.177 (meters)                     COMP
 AJ8558  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 AJ8558  ELLIP HEIGHT-         295.39  (meters)          (07/29/03) GPS OBS
 AJ8558  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AJ8558  DYNAMIC HT  -         322.216 (meters)    1057.14  (feet)  COMP
 AJ8558  MODELED GRAV-     980,601.5   (mgal)                       NAVD 88
 AJ8558
 AJ8558  HORZ ORDER  -  FIRST
 AJ8558  VERT ORDER  -  SECOND    CLASS I
 AJ8558  ELLP ORDER  -  FOURTH    CLASS I
 AJ8558
 AJ8558.The horizontal coordinates were established by GPS observations
 AJ8558.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8558
 AJ8558.The orthometric height was determined by differential leveling
 AJ8558.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ8558
 AJ8558.The ellipsoidal height was determined by GPS observations
 AJ8558.and is referenced to NAD 83.
 AJ8558
 AJ8558.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8558;SPC MN C     -   180,064.225   804,689.349   MT  0.99997915   +0 02 36.9
 AJ8558;UTM  15      - 5,063,663.363   407,410.850   MT  0.99970539   -0 51 06.7
 AJ8558
 AJ8558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8558!SPC MN C     -   0.99995369  x   0.99997915  =   0.99993284
 AJ8558!UTM  15      -   0.99995369  x   0.99970539  =   0.99965910
 AJ8558
 AJ8558                          SUPERSEDED SURVEY CONTROL
 AJ8558
 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: 15TVL0741163663(NAD 83)
 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 = OCTOBER  6, 2006
 AJ8559 ***********************************************************************
 AJ8559  DESIGNATION -  0502 V
 AJ8559  PID         -  AJ8559
 AJ8559  STATE/COUNTY-  MN/BENTON
 AJ8559  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 AJ8559
 AJ8559                         *CURRENT SURVEY CONTROL
 AJ8559  ___________________________________________________________________
 AJ8559* NAD 83(1996)-  45 42 15.53184(N)    094 10 26.83410(W)     ADJUSTED  
 AJ8559* NAVD 88     -       312.542  (meters)    1025.40   (feet)  ADJUSTED  
 AJ8559  ___________________________________________________________________
 AJ8559  X           -    -324,786.216 (meters)                     COMP
 AJ8559  Y           -  -4,450,265.774 (meters)                     COMP
 AJ8559  Z           -   4,542,561.174 (meters)                     COMP
 AJ8559  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 AJ8559  ELLIP HEIGHT-         285.68  (meters)          (07/29/03) GPS OBS
 AJ8559  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AJ8559  DYNAMIC HT  -         312.539 (meters)    1025.39  (feet)  COMP
 AJ8559  MODELED GRAV-     980,599.1   (mgal)                       NAVD 88
 AJ8559
 AJ8559  HORZ ORDER  -  FIRST
 AJ8559  VERT ORDER  -  SECOND    CLASS I
 AJ8559  ELLP ORDER  -  FOURTH    CLASS I
 AJ8559
 AJ8559.The horizontal coordinates were established by GPS observations
 AJ8559.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8559
 AJ8559.The orthometric height was determined by differential leveling
 AJ8559.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ8559
 AJ8559.The ellipsoidal height was determined by GPS observations
 AJ8559.and is referenced to NAD 83.
 AJ8559
 AJ8559.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8559;SPC MN C     -   178,285.177   805,908.994   MT  0.99998216   +0 03 17.6
 AJ8559;UTM  15      - 5,061,865.971   408,602.217   MT  0.99970270   -0 50 25.5
 AJ8559
 AJ8559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8559!SPC MN C     -   0.99995521  x   0.99998216  =   0.99993738
 AJ8559!UTM  15      -   0.99995521  x   0.99970270  =   0.99965793
 AJ8559
 AJ8559                          SUPERSEDED SURVEY CONTROL
 AJ8559
 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: 15TVL0860261866(NAD 83)
 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 = OCTOBER  6, 2006
 AJ8567 ***********************************************************************
 AJ8567  DESIGNATION -  0502 W
 AJ8567  PID         -  AJ8567
 AJ8567  STATE/COUNTY-  MN/BENTON
 AJ8567  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 AJ8567
 AJ8567                         *CURRENT SURVEY CONTROL
 AJ8567  ___________________________________________________________________
 AJ8567* NAD 83(1986)-  45 42 13.     (N)    094 10 28.     (W)     SCALED    
 AJ8567* NAVD 88     -       312.716  (meters)    1025.97   (feet)  ADJUSTED  
 AJ8567  ___________________________________________________________________
 AJ8567  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AJ8567  DYNAMIC HT  -         312.713 (meters)    1025.96  (feet)  COMP
 AJ8567  MODELED GRAV-     980,599.0   (mgal)                       NAVD 88
 AJ8567
 AJ8567  VERT ORDER  -  SECOND    CLASS I
 AJ8567
 AJ8567.The horizontal coordinates were scaled from a topographic map and have
 AJ8567.an estimated accuracy of +/- 6 seconds.
 AJ8567
 AJ8567.The orthometric height was determined by differential leveling
 AJ8567.and adjusted by the National Geodetic Survey in August 2004..
 AJ8567
 AJ8567.The geoid height was determined by GEOID03.
 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     -   178,210.      805,880.      MT  (+/- 180 meters Scaled)
 AJ8567
 AJ8567                          SUPERSEDED SURVEY CONTROL
 AJ8567
 AJ8567.No superseded survey control is available for this station.
 AJ8567
 AJ8567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL085617(NAD 83)
 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 = OCTOBER  6, 2006
 AJ8560 ***********************************************************************
 AJ8560  DESIGNATION -  0502 X
 AJ8560  PID         -  AJ8560
 AJ8560  STATE/COUNTY-  MN/BENTON
 AJ8560  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 AJ8560
 AJ8560                         *CURRENT SURVEY CONTROL
 AJ8560  ___________________________________________________________________
 AJ8560* NAD 83(1996)-  45 38 24.74927(N)    094 10 33.03478(W)     ADJUSTED  
 AJ8560* NAVD 88     -       329.325  (meters)    1080.46   (feet)  ADJUSTED  
 AJ8560  ___________________________________________________________________
 AJ8560  X           -    -325,292.017 (meters)                     COMP
 AJ8560  Y           -  -4,455,351.347 (meters)                     COMP
 AJ8560  Z           -   4,537,594.190 (meters)                     COMP
 AJ8560  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 AJ8560  ELLIP HEIGHT-         302.43  (meters)          (07/29/03) GPS OBS
 AJ8560  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AJ8560  DYNAMIC HT  -         329.321 (meters)    1080.45  (feet)  COMP
 AJ8560  MODELED GRAV-     980,593.1   (mgal)                       NAVD 88
 AJ8560
 AJ8560  HORZ ORDER  -  FIRST
 AJ8560  VERT ORDER  -  SECOND    CLASS I
 AJ8560  ELLP ORDER  -  FOURTH    CLASS I
 AJ8560
 AJ8560.The horizontal coordinates were established by GPS observations
 AJ8560.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8560
 AJ8560.The orthometric height was determined by differential leveling
 AJ8560.and adjusted by the National Geodetic Survey in August 2004..
 AJ8560
 AJ8560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8560
 AJ8560.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8560
 AJ8560.The ellipsoidal height was determined by GPS observations
 AJ8560.and is referenced to NAD 83.
 AJ8560
 AJ8560.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8560;SPC MN C     -   171,160.050   805,781.535   MT  0.99999498   +0 03 13.1
 AJ8560;UTM  15      - 5,054,745.737   408,363.565   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  =   0.99965584
 AJ8560
 AJ8560:                Primary Azimuth Mark                     Grid Az
 AJ8560:SPC MN C     -  0502 Y                                   177 24 34.8
 AJ8560:UTM  15      -  0502 Y                                   178 18 14.6
 AJ8560
 AJ8560|---------------------------------------------------------------------|
 AJ8560| PID    Reference Object                     Distance      Geod. Az  |
 AJ8560|                                                           dddmmss.s |
 AJ8560| AJ8561 0502 Y                              APPROX. 1.5 KM 1772747.9 |
 AJ8560|---------------------------------------------------------------------|
 AJ8560
 AJ8560                          SUPERSEDED SURVEY CONTROL
 AJ8560
 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: 15TVL0836454746(NAD 83)
 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 - 2000
 AJ8560_ROD/PIPE-DEPTH:  6.1 meters
 AJ8560
 AJ8560  HISTORY     - Date     Condition        Report By
 AJ8560  HISTORY     - 2000     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8561 ***********************************************************************
 AJ8561  DESIGNATION -  0502 Y
 AJ8561  PID         -  AJ8561
 AJ8561  STATE/COUNTY-  MN/BENTON
 AJ8561  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 AJ8561
 AJ8561                         *CURRENT SURVEY CONTROL
 AJ8561  ___________________________________________________________________
 AJ8561* NAD 83(1996)-  45 37 35.00010(N)    094 10 29.89352(W)     ADJUSTED  
 AJ8561* NAVD 88     -       326.846  (meters)    1072.33   (feet)  ADJUSTED  
 AJ8561  ___________________________________________________________________
 AJ8561  X           -    -325,303.979 (meters)                     COMP
 AJ8561  Y           -  -4,456,449.696 (meters)                     COMP
 AJ8561  Z           -   4,536,518.359 (meters)                     COMP
 AJ8561  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 AJ8561  ELLIP HEIGHT-         299.93  (meters)          (07/29/03) GPS OBS
 AJ8561  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AJ8561  DYNAMIC HT  -         326.841 (meters)    1072.31  (feet)  COMP
 AJ8561  MODELED GRAV-     980,591.8   (mgal)                       NAVD 88
 AJ8561
 AJ8561  HORZ ORDER  -  FIRST
 AJ8561  VERT ORDER  -  SECOND    CLASS I
 AJ8561  ELLP ORDER  -  FOURTH    CLASS I
 AJ8561
 AJ8561.The horizontal coordinates were established by GPS observations
 AJ8561.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8561
 AJ8561.The orthometric height was determined by differential leveling
 AJ8561.and adjusted by the National Geodetic Survey in August 2004..
 AJ8561
 AJ8561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8561
 AJ8561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8561
 AJ8561.The ellipsoidal height was determined by GPS observations
 AJ8561.and is referenced to NAD 83.
 AJ8561
 AJ8561.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8561;SPC MN C     -   169,624.195   805,851.019   MT  0.99999791   +0 03 15.4
 AJ8561;UTM  15      - 5,053,209.435   408,409.055   MT  0.99970314   -0 50 23.7
 AJ8561
 AJ8561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8561!SPC MN C     -   0.99995298  x   0.99999791  =   0.99995089
 AJ8561!UTM  15      -   0.99995298  x   0.99970314  =   0.99965613
 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  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_MARKER: DD = SURVEY DISK
 AJ8561_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AJ8561+WITH SETTING: INTO GROUND
 AJ8561_STAMPING: 0502 Y 2000
 AJ8561_MARK LOGO: MNDT  
 AJ8561_PROJECTION: FLUSH
 AJ8561_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8561+STABILITY: SURFACE MOTION
 AJ8561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8561+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ8561_ROD/PIPE-DEPTH:  2.7 meters
 AJ8561
 AJ8561  HISTORY     - Date     Condition        Report By
 AJ8561  HISTORY     - 2000     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8565 ***********************************************************************
 AJ8565  DESIGNATION -  0502 Z
 AJ8565  PID         -  AJ8565
 AJ8565  STATE/COUNTY-  MN/BENTON
 AJ8565  USGS QUAD   -  ST CLOUD (1993)
 AJ8565
 AJ8565                         *CURRENT SURVEY CONTROL
 AJ8565  ___________________________________________________________________
 AJ8565* NAD 83(1986)-  45 37 00.     (N)    094 10 06.     (W)     SCALED    
 AJ8565* NAVD 88     -       341.665  (meters)    1120.95   (feet)  ADJUSTED  
 AJ8565  ___________________________________________________________________
 AJ8565  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AJ8565  DYNAMIC HT  -         341.660 (meters)    1120.93  (feet)  COMP
 AJ8565  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 AJ8565
 AJ8565  VERT ORDER  -  SECOND    CLASS I
 AJ8565
 AJ8565.The horizontal coordinates were scaled from a topographic map and have
 AJ8565.an estimated accuracy of +/- 6 seconds.
 AJ8565
 AJ8565.The orthometric height was determined by differential leveling
 AJ8565.and adjusted by the National Geodetic Survey in August 2004..
 AJ8565.No vertical observational check was made to the station.
 AJ8565
 AJ8565.The geoid height was determined by GEOID03.
 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     -   168,540.      806,370.      MT  (+/- 180 meters Scaled)
 AJ8565
 AJ8565                          SUPERSEDED SURVEY CONTROL
 AJ8565
 AJ8565.No superseded survey control is available for this station.
 AJ8565
 AJ8565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL089521(NAD 83)
 AJ8565_MARKER: DV = VERTICAL CONTROL DISK
 AJ8565_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ8565_SP_SET: BRIDGE ABUTMENT
 AJ8565_STAMPING: 0502 Z 2000
 AJ8565_MARK LOGO: MNDT  
 AJ8565_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8565+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000
 AJ8565
 AJ8565  HISTORY     - Date     Condition        Report By
 AJ8565  HISTORY     - 1995     MONUMENTED       MNDT
 AJ8565  HISTORY     - 20001019 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9664 ***********************************************************************
 AG9664  DESIGNATION -  0503 AA
 AG9664  PID         -  AG9664
 AG9664  STATE/COUNTY-  MN/BENTON
 AG9664  USGS QUAD   -  FOLEY (1968)
 AG9664
 AG9664                         *CURRENT SURVEY CONTROL
 AG9664  ___________________________________________________________________
 AG9664* NAD 83(1986)-  45 39 26.     (N)    093 56 08.     (W)     SCALED    
 AG9664* NAVD 88     -       351.451  (meters)    1153.05   (feet)  ADJUSTED  
 AG9664  ___________________________________________________________________
 AG9664  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AG9664  DYNAMIC HT  -         351.443 (meters)    1153.03  (feet)  COMP
 AG9664  MODELED GRAV-     980,582.5   (mgal)                       NAVD 88
 AG9664
 AG9664  VERT ORDER  -  SECOND    CLASS I
 AG9664
 AG9664.The horizontal coordinates were scaled from a topographic map and have
 AG9664.an estimated accuracy of +/- 6 seconds.
 AG9664
 AG9664.The orthometric height was determined by differential leveling
 AG9664.and adjusted by the National Geodetic Survey in August 2004..
 AG9664
 AG9664.The geoid height was determined by GEOID03.
 AG9664
 AG9664.The dynamic height is computed by dividing the NAVD 88
 AG9664.geopotential number by the normal gravity value computed on the
 AG9664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9664.degrees latitude (g = 980.6199 gals.).
 AG9664
 AG9664.The modeled gravity was interpolated from observed gravity values.
 AG9664
 AG9664;                    North         East    Units  Estimated Accuracy
 AG9664;SPC MN C     -   173,100.      824,510.      MT  (+/- 180 meters Scaled)
 AG9664
 AG9664                          SUPERSEDED SURVEY CONTROL
 AG9664
 AG9664.No superseded survey control is available for this station.
 AG9664
 AG9664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL271563(NAD 83)
 AG9664_MARKER: DV = VERTICAL CONTROL DISK
 AG9664_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9664_STAMPING: 0503 AA 1993
 AG9664_MARK LOGO: MNDT  
 AG9664_PROJECTION: RECESSED 3 CENTIMETERS
 AG9664_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9664+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9664_ROD/PIPE-DEPTH:  6.1 meters
 AG9664
 AG9664  HISTORY     - Date     Condition        Report By
 AG9664  HISTORY     - 1993     MONUMENTED       MNDT
 AG9664
 AG9664                          STATION DESCRIPTION
 AG9664
 AG9664'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9664'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SW OF FOLEY, 0.8 MI (1.3 KM)
 AG9664'SW ON TH 23 FROM THE JCT OF TH 23 AND TH 25, AT TH 23 MP 220.1, 123 FT
 AG9664'(37.5 M) SE OF AND ABOUT 2 FT (0.6 M) LOWER THAN TH 23, 22 FT (6.7 M)
 AG9664'EAST OF WEST CIRCLE DR, 35 FT (10.7 M) WEST OF EAST CIRCLE DR, 1.2 FT
 AG9664'(0.4 M) NORTH OF THE FOLEY LIONS CLUB PARK SIGN, AND 1.8 FT (0.5 M) NE
 AG9664'OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9659 ***********************************************************************
 AG9659  DESIGNATION -  0503 C
 AG9659  PID         -  AG9659
 AG9659  STATE/COUNTY-  MN/BENTON
 AG9659  USGS QUAD   -  CABLE (1993)
 AG9659
 AG9659                         *CURRENT SURVEY CONTROL
 AG9659  ___________________________________________________________________
 AG9659* NAD 83(1986)-  45 36 16.     (N)    094 01 58.     (W)     SCALED    
 AG9659* NAVD 88     -       313.845  (meters)    1029.67   (feet)  ADJUSTED  
 AG9659  ___________________________________________________________________
 AG9659  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AG9659  DYNAMIC HT  -         313.838 (meters)    1029.65  (feet)  COMP
 AG9659  MODELED GRAV-     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
 AG9659.and adjusted by the National Geodetic Survey in August 2004..
 AG9659
 AG9659.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AG9655 ***********************************************************************
 AG9655  DESIGNATION -  0503 D
 AG9655  PID         -  AG9655
 AG9655  STATE/COUNTY-  MN/BENTON
 AG9655  USGS QUAD   -  CABLE (1993)
 AG9655
 AG9655                         *CURRENT SURVEY CONTROL
 AG9655  ___________________________________________________________________
 AG9655* NAD 83(1986)-  45 34 52.     (N)    094 05 23.     (W)     SCALED    
 AG9655* NAVD 88     -       321.533  (meters)    1054.90   (feet)  ADJUSTED  
 AG9655  ___________________________________________________________________
 AG9655  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AG9655  DYNAMIC HT  -         321.526 (meters)    1054.87  (feet)  COMP
 AG9655  MODELED GRAV-     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
 AG9655.and adjusted by the National Geodetic Survey in August 2004..
 AG9655
 AG9655.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AG9658 ***********************************************************************
 AG9658  DESIGNATION -  0503 F
 AG9658  PID         -  AG9658
 AG9658  STATE/COUNTY-  MN/BENTON
 AG9658  USGS QUAD   -  CABLE (1993)
 AG9658
 AG9658                         *CURRENT SURVEY CONTROL
 AG9658  ___________________________________________________________________
 AG9658* NAD 83(1996)-  45 35 44.35954(N)    094 02 35.97325(W)     ADJUSTED  
 AG9658* NAVD 88     -       316.927  (meters)    1039.78   (feet)  ADJUSTED  
 AG9658  ___________________________________________________________________
 AG9658  X           -    -315,235.478 (meters)                     COMP
 AG9658  Y           -  -4,459,613.288 (meters)                     COMP
 AG9658  Z           -   4,534,121.524 (meters)                     COMP
 AG9658  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 AG9658  ELLIP HEIGHT-         289.77  (meters)          (07/06/04) GPS OBS
 AG9658  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AG9658  DYNAMIC HT  -         316.920 (meters)    1039.76  (feet)  COMP
 AG9658  MODELED GRAV-     980,584.6   (mgal)                       NAVD 88
 AG9658
 AG9658  HORZ ORDER  -  FIRST
 AG9658  VERT ORDER  -  SECOND    CLASS I
 AG9658  ELLP ORDER  -  THIRD     CLASS II
 AG9658
 AG9658.The horizontal coordinates were established by GPS observations
 AG9658.and adjusted by the MN DEPT OF TRANSP in July 2004..
 AG9658
 AG9658.The orthometric height was determined by differential leveling
 AG9658.and adjusted by the National Geodetic Survey in August 2004..
 AG9658
 AG9658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9658
 AG9658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9658
 AG9658.The ellipsoidal height was determined by GPS observations
 AG9658.and is referenced to NAD 83.
 AG9658
 AG9658.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AG9658;SPC MN C     -   166,226.624   816,125.929   MT  1.00000462   +0 08 58.2
 AG9658;UTM  15      - 5,049,652.965   418,626.509   MT  0.99968141   -0 44 43.5
 AG9658
 AG9658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9658!SPC MN C     -   0.99995457  x   1.00000462  =   0.99995919
 AG9658!UTM  15      -   0.99995457  x   0.99968141  =   0.99963600
 AG9658
 AG9658                          SUPERSEDED SURVEY CONTROL
 AG9658
 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: 15TVL1862749653(NAD 83)
 AG9658_MARKER: DB = BENCH MARK DISK
 AG9658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9658_STAMPING: 0503 F 1950
 AG9658_MARK LOGO: MNDT  
 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 01, 2003
 AG9658
 AG9658  HISTORY     - Date     Condition        Report By
 AG9658  HISTORY     - 1950     MONUMENTED       MNDT
 AG9658  HISTORY     - 19930922 GOOD             MNGS
 AG9658  HISTORY     - 19970401 GOOD             MNDT
 AG9658  HISTORY     - 20031001 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9662 ***********************************************************************
 AG9662  DESIGNATION -  0503 J
 AG9662  PID         -  AG9662
 AG9662  STATE/COUNTY-  MN/BENTON
 AG9662  USGS QUAD   -  FOLEY (1968)
 AG9662
 AG9662                         *CURRENT SURVEY CONTROL
 AG9662  ___________________________________________________________________
 AG9662* NAD 83(1986)-  45 38 42.     (N)    093 57 57.     (W)     SCALED    
 AG9662* NAVD 88     -       349.993  (meters)    1148.27   (feet)  ADJUSTED  
 AG9662  ___________________________________________________________________
 AG9662  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AG9662  DYNAMIC HT  -         349.986 (meters)    1148.25  (feet)  COMP
 AG9662  MODELED GRAV-     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
 AG9662.and adjusted by the National Geodetic Survey in August 2004..
 AG9662
 AG9662.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0023 ***********************************************************************
 QP0023  DESIGNATION -  0503 N
 QP0023  PID         -  QP0023
 QP0023  STATE/COUNTY-  MN/BENTON
 QP0023  USGS QUAD   -  ST CLOUD (1993)
 QP0023
 QP0023                         *CURRENT SURVEY CONTROL
 QP0023  ___________________________________________________________________
 QP0023* NAD 83(1996)-  45 33 58.41507(N)    094 08 17.98693(W)     ADJUSTED  
 QP0023* NAVD 88     -       319.572  (meters)    1048.46   (feet)  ADJUSTED  
 QP0023  ___________________________________________________________________
 QP0023  X           -    -322,798.391 (meters)                     COMP
 QP0023  Y           -  -4,461,416.558 (meters)                     COMP
 QP0023  Z           -   4,531,834.131 (meters)                     COMP
 QP0023  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 QP0023  ELLIP HEIGHT-         292.53  (meters)          (07/14/03) GPS OBS
 QP0023  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 QP0023  DYNAMIC HT  -         319.565 (meters)    1048.44  (feet)  COMP
 QP0023  MODELED GRAV-     980,586.7   (mgal)                       NAVD 88
 QP0023
 QP0023  HORZ ORDER  -  FIRST
 QP0023  VERT ORDER  -  FIRST     CLASS I
 QP0023  ELLP ORDER  -  THIRD     CLASS II
 QP0023
 QP0023.The horizontal coordinates were established by GPS observations
 QP0023.and adjusted by the MN DEPT OF TRANSP in July 2003..
 QP0023
 QP0023.The orthometric height was determined by differential leveling
 QP0023.and adjusted by the National Geodetic Survey in June 1991..
 QP0023
 QP0023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0023
 QP0023.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP0023
 QP0023.The ellipsoidal height was determined by GPS observations
 QP0023.and is referenced to NAD 83.
 QP0023
 QP0023.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP0023;SPC MN C     -   162,940.871   808,717.792   MT  1.00001131   +0 04 50.8
 QP0023;UTM  15      - 5,046,484.248   411,170.369   MT  0.99969701   -0 48 46.4
 QP0023
 QP0023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0023!SPC MN C     -   0.99995414  x   1.00001131  =   0.99996545
 QP0023!UTM  15      -   0.99995414  x   0.99969701  =   0.99965116
 QP0023
 QP0023                          SUPERSEDED SURVEY CONTROL
 QP0023
 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_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: MNDT  
 QP0023_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0023+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1996
 QP0023
 QP0023  HISTORY     - Date     Condition        Report By
 QP0023  HISTORY     - 1962     MONUMENTED       MNDT
 QP0023  HISTORY     - 1974     GOOD             MNDT
 QP0023  HISTORY     - 1976     GOOD             NGS
 QP0023  HISTORY     - 19930922 GOOD             MNGS
 QP0023  HISTORY     - 19960501 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0024 ***********************************************************************
 QP0024  DESIGNATION -  0503 O
 QP0024  PID         -  QP0024
 QP0024  STATE/COUNTY-  MN/BENTON
 QP0024  USGS QUAD   -  ST CLOUD (1993)
 QP0024
 QP0024                         *CURRENT SURVEY CONTROL
 QP0024  ___________________________________________________________________
 QP0024* NAD 83(1986)-  45 33 48.     (N)    094 08 37.     (W)     SCALED    
 QP0024* NAVD 88     -       313.635  (meters)    1028.98   (feet)  ADJUSTED  
 QP0024  ___________________________________________________________________
 QP0024  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 QP0024  DYNAMIC HT  -         313.628 (meters)    1028.96  (feet)  COMP
 QP0024  MODELED GRAV-     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
 QP0024.and adjusted by the National Geodetic Survey in June 1991..
 QP0024
 QP0024.The geoid height was determined by GEOID03.
 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.      808,310.      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_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: MNDT  
 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 - September 22, 1993
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0025 ***********************************************************************
 QP0025  DESIGNATION -  0503 P
 QP0025  PID         -  QP0025
 QP0025  STATE/COUNTY-  MN/BENTON
 QP0025  USGS QUAD   -  ST CLOUD (1993)
 QP0025
 QP0025                         *CURRENT SURVEY CONTROL
 QP0025  ___________________________________________________________________
 QP0025* NAD 83(1986)-  45 33 46.     (N)    094 08 51.     (W)     SCALED    
 QP0025* NAVD 88     -       313.044  (meters)    1027.05   (feet)  ADJUSTED  
 QP0025  ___________________________________________________________________
 QP0025  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 QP0025  DYNAMIC HT  -         313.037 (meters)    1027.02  (feet)  COMP
 QP0025  MODELED GRAV-     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
 QP0025.and adjusted by the National Geodetic Survey in June 1991..
 QP0025
 QP0025.The geoid height was determined by GEOID03.
 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     -   162,560.      808,000.      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: 15TVL104461(NAD 83)
 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: MNDT  
 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 - September 22, 1993
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9651 ***********************************************************************
 AG9651  DESIGNATION -  0503 R
 AG9651  PID         -  AG9651
 AG9651  STATE/COUNTY-  MN/BENTON
 AG9651  USGS QUAD   -  ST CLOUD (1993)
 AG9651
 AG9651                         *CURRENT SURVEY CONTROL
 AG9651  ___________________________________________________________________
 AG9651* NAD 83(1986)-  45 34 22.     (N)    094 07 40.     (W)     SCALED    
 AG9651* NAVD 88     -       312.530  (meters)    1025.36   (feet)  ADJUSTED  
 AG9651  ___________________________________________________________________
 AG9651  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AG9651  DYNAMIC HT  -         312.524 (meters)    1025.34  (feet)  COMP
 AG9651  MODELED GRAV-     980,587.1   (mgal)                       NAVD 88
 AG9651
 AG9651  VERT ORDER  -  SECOND    CLASS I
 AG9651
 AG9651.The horizontal coordinates were scaled from a topographic map and have
 AG9651.an estimated accuracy of +/- 6 seconds.
 AG9651
 AG9651.The orthometric height was determined by differential leveling
 AG9651.and adjusted by the National Geodetic Survey in August 2004..
 AG9651
 AG9651.The geoid height was determined by GEOID03.
 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     -   163,670.      809,540.      MT  (+/- 180 meters Scaled)
 AG9651
 AG9651                          SUPERSEDED SURVEY CONTROL
 AG9651
 AG9651.No superseded survey control is available for this station.
 AG9651
 AG9651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL120472(NAD 83)
 AG9651_MARKER: DV = VERTICAL CONTROL DISK
 AG9651_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9651_SP_SET: CULVERT HEADWALL
 AG9651_STAMPING: 0503 R 1993
 AG9651_MARK LOGO: MNDT  
 AG9651_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 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 - 1993
 AG9651
 AG9651  HISTORY     - Date     Condition        Report By
 AG9651  HISTORY     - 1993     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9652 ***********************************************************************
 AG9652  DESIGNATION -  0503 S
 AG9652  PID         -  AG9652
 AG9652  STATE/COUNTY-  MN/BENTON
 AG9652  USGS QUAD   -  CABLE (1993)
 AG9652
 AG9652                         *CURRENT SURVEY CONTROL
 AG9652  ___________________________________________________________________
 AG9652* NAD 83(1986)-  45 34 41.     (N)    094 07 02.     (W)     SCALED    
 AG9652* NAVD 88     -       321.701  (meters)    1055.45   (feet)  ADJUSTED  
 AG9652  ___________________________________________________________________
 AG9652  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AG9652  DYNAMIC HT  -         321.695 (meters)    1055.43  (feet)  COMP
 AG9652  MODELED GRAV-     980,587.3   (mgal)                       NAVD 88
 AG9652
 AG9652  VERT ORDER  -  SECOND    CLASS I
 AG9652
 AG9652.The horizontal coordinates were scaled from a topographic map and have
 AG9652.an estimated accuracy of +/- 6 seconds.
 AG9652
 AG9652.The orthometric height was determined by differential leveling
 AG9652.and adjusted by the National Geodetic Survey in August 2004..
 AG9652
 AG9652.The geoid height was determined by GEOID03.
 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     -   164,260.      810,360.      MT  (+/- 180 meters Scaled)
 AG9652
 AG9652                          SUPERSEDED SURVEY CONTROL
 AG9652
 AG9652.No superseded survey control is available for this station.
 AG9652
 AG9652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL128477(NAD 83)
 AG9652_MARKER: DV = VERTICAL CONTROL 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 SUITABLE FOR
 AG9652+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9652
 AG9652  HISTORY     - Date     Condition        Report By
 AG9652  HISTORY     - 1993     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9653 ***********************************************************************
 AG9653  DESIGNATION -  0503 T
 AG9653  PID         -  AG9653
 AG9653  STATE/COUNTY-  MN/BENTON
 AG9653  USGS QUAD   -  CABLE (1993)
 AG9653
 AG9653                         *CURRENT SURVEY CONTROL
 AG9653  ___________________________________________________________________
 AG9653* NAD 83(1986)-  45 34 53.     (N)    094 06 16.     (W)     SCALED    
 AG9653* NAVD 88     -       322.608  (meters)    1058.42   (feet)  ADJUSTED  
 AG9653  ___________________________________________________________________
 AG9653  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AG9653  DYNAMIC HT  -         322.602 (meters)    1058.40  (feet)  COMP
 AG9653  MODELED GRAV-     980,587.2   (mgal)                       NAVD 88
 AG9653
 AG9653  VERT ORDER  -  SECOND    CLASS I
 AG9653
 AG9653.The horizontal coordinates were scaled from a topographic map and have
 AG9653.an estimated accuracy of +/- 6 seconds.
 AG9653
 AG9653.The orthometric height was determined by differential leveling
 AG9653.and adjusted by the National Geodetic Survey in August 2004..
 AG9653
 AG9653.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AG9653;SPC MN C     -   164,630.      811,360.      MT  (+/- 180 meters Scaled)
 AG9653
 AG9653                          SUPERSEDED SURVEY CONTROL
 AG9653
 AG9653.No superseded survey control is available for this station.
 AG9653
 AG9653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL138481(NAD 83)
 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 3 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 01, 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9654 ***********************************************************************
 AG9654  DESIGNATION -  0503 U
 AG9654  PID         -  AG9654
 AG9654  STATE/COUNTY-  MN/BENTON
 AG9654  USGS QUAD   -  CABLE (1993)
 AG9654
 AG9654                         *CURRENT SURVEY CONTROL
 AG9654  ___________________________________________________________________
 AG9654* NAD 83(1986)-  45 34 52.     (N)    094 05 29.     (W)     SCALED    
 AG9654* NAVD 88     -       321.599  (meters)    1055.11   (feet)  ADJUSTED  
 AG9654  ___________________________________________________________________
 AG9654  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AG9654  DYNAMIC HT  -         321.593 (meters)    1055.09  (feet)  COMP
 AG9654  MODELED GRAV-     980,586.7   (mgal)                       NAVD 88
 AG9654
 AG9654  VERT ORDER  -  SECOND    CLASS I
 AG9654
 AG9654.The horizontal coordinates were scaled from a topographic map and have
 AG9654.an estimated accuracy of +/- 6 seconds.
 AG9654
 AG9654.The orthometric height was determined by differential leveling
 AG9654.and adjusted by the National Geodetic Survey in August 2004..
 AG9654
 AG9654.The geoid height was determined by GEOID03.
 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     -   164,600.      812,380.      MT  (+/- 180 meters Scaled)
 AG9654
 AG9654                          SUPERSEDED SURVEY CONTROL
 AG9654
 AG9654.No superseded survey control is available for this station.
 AG9654
 AG9654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL148480(NAD 83)
 AG9654_MARKER: DV = VERTICAL CONTROL DISK
 AG9654_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9654_SP_SET: SIGN BASE
 AG9654_STAMPING: 0503 U 1993
 AG9654_MARK LOGO: MNDT  
 AG9654_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9654+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AG9654
 AG9654  HISTORY     - Date     Condition        Report By
 AG9654  HISTORY     - 1993     MONUMENTED       MNDT
 AG9654  HISTORY     - 19970401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9656 ***********************************************************************
 AG9656  DESIGNATION -  0503 V
 AG9656  PID         -  AG9656
 AG9656  STATE/COUNTY-  MN/BENTON
 AG9656  USGS QUAD   -  CABLE (1993)
 AG9656
 AG9656                         *CURRENT SURVEY CONTROL
 AG9656  ___________________________________________________________________
 AG9656* NAD 83(1986)-  45 34 52.     (N)    094 04 09.     (W)     SCALED    
 AG9656* NAVD 88     -       321.508  (meters)    1054.81   (feet)  ADJUSTED  
 AG9656  ___________________________________________________________________
 AG9656  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AG9656  DYNAMIC HT  -         321.501 (meters)    1054.79  (feet)  COMP
 AG9656  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 AG9656
 AG9656  VERT ORDER  -  SECOND    CLASS I
 AG9656
 AG9656.The horizontal coordinates were scaled from a topographic map and have
 AG9656.an estimated accuracy of +/- 6 seconds.
 AG9656
 AG9656.The orthometric height was determined by differential leveling
 AG9656.and adjusted by the National Geodetic Survey in August 2004..
 AG9656
 AG9656.The geoid height was determined by GEOID03.
 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     -   164,610.      814,110.      MT  (+/- 180 meters Scaled)
 AG9656
 AG9656                          SUPERSEDED SURVEY CONTROL
 AG9656
 AG9656.No superseded survey control is available for this station.
 AG9656
 AG9656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL165480(NAD 83)
 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 = OCTOBER  6, 2006
 AG9657 ***********************************************************************
 AG9657  DESIGNATION -  0503 W
 AG9657  PID         -  AG9657
 AG9657  STATE/COUNTY-  MN/BENTON
 AG9657  USGS QUAD   -  CABLE (1993)
 AG9657
 AG9657                         *CURRENT SURVEY CONTROL
 AG9657  ___________________________________________________________________
 AG9657* NAD 83(1986)-  45 35 21.     (N)    094 03 10.     (W)     SCALED    
 AG9657* NAVD 88     -       318.301  (meters)    1044.29   (feet)  ADJUSTED  
 AG9657  ___________________________________________________________________
 AG9657  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AG9657  DYNAMIC HT  -         318.294 (meters)    1044.27  (feet)  COMP
 AG9657  MODELED GRAV-     980,584.9   (mgal)                       NAVD 88
 AG9657
 AG9657  VERT ORDER  -  SECOND    CLASS I
 AG9657
 AG9657.The horizontal coordinates were scaled from a topographic map and have
 AG9657.an estimated accuracy of +/- 6 seconds.
 AG9657
 AG9657.The orthometric height was determined by differential leveling
 AG9657.and adjusted by the National Geodetic Survey in August 2004..
 AG9657
 AG9657.The geoid height was determined by GEOID03.
 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     -   165,500.      815,390.      MT  (+/- 180 meters Scaled)
 AG9657
 AG9657                          SUPERSEDED SURVEY CONTROL
 AG9657
 AG9657.No superseded survey control is available for this station.
 AG9657
 AG9657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL178489(NAD 83)
 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 = OCTOBER  6, 2006
 AG9660 ***********************************************************************
 AG9660  DESIGNATION -  0503 X
 AG9660  PID         -  AG9660
 AG9660  STATE/COUNTY-  MN/BENTON
 AG9660  USGS QUAD   -  CABLE (1993)
 AG9660
 AG9660                         *CURRENT SURVEY CONTROL
 AG9660  ___________________________________________________________________
 AG9660* NAD 83(1986)-  45 37 08.     (N)    094 01 07.     (W)     SCALED    
 AG9660* NAVD 88     -       326.125  (meters)    1069.96   (feet)  ADJUSTED  
 AG9660  ___________________________________________________________________
 AG9660  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AG9660  DYNAMIC HT  -         326.117 (meters)    1069.94  (feet)  COMP
 AG9660  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 AG9660
 AG9660  VERT ORDER  -  SECOND    CLASS I
 AG9660
 AG9660.The horizontal coordinates were scaled from a topographic map and have
 AG9660.an estimated accuracy of +/- 6 seconds.
 AG9660
 AG9660.The orthometric height was determined by differential leveling
 AG9660.and adjusted by the National Geodetic Survey in August 2004..
 AG9660
 AG9660.The geoid height was determined by GEOID03.
 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     -   168,810.      818,050.      MT  (+/- 180 meters Scaled)
 AG9660
 AG9660                          SUPERSEDED SURVEY CONTROL
 AG9660
 AG9660.No superseded survey control is available for this station.
 AG9660
 AG9660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL205522(NAD 83)
 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 = OCTOBER  6, 2006
 AG9661 ***********************************************************************
 AG9661  DESIGNATION -  0503 Y
 AG9661  PID         -  AG9661
 AG9661  STATE/COUNTY-  MN/BENTON
 AG9661  USGS QUAD   -  CABLE (1993)
 AG9661
 AG9661                         *CURRENT SURVEY CONTROL
 AG9661  ___________________________________________________________________
 AG9661* NAD 83(1996)-  45 37 25.62117(N)    094 00 06.59954(W)     ADJUSTED  
 AG9661* NAVD 88     -       335.677  (meters)    1101.30   (feet)  ADJUSTED  
 AG9661  ___________________________________________________________________
 AG9661  X           -    -311,850.813 (meters)                     COMP
 AG9661  Y           -  -4,457,624.810 (meters)                     COMP
 AG9661  Z           -   4,536,321.972 (meters)                     COMP
 AG9661  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 AG9661  ELLIP HEIGHT-         308.50  (meters)          (07/06/04) GPS OBS
 AG9661  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AG9661  DYNAMIC HT  -         335.669 (meters)    1101.27  (feet)  COMP
 AG9661  MODELED GRAV-     980,582.7   (mgal)                       NAVD 88
 AG9661
 AG9661  HORZ ORDER  -  FIRST
 AG9661  VERT ORDER  -  SECOND    CLASS I
 AG9661  ELLP ORDER  -  THIRD     CLASS II
 AG9661
 AG9661.The horizontal coordinates were established by GPS observations
 AG9661.and adjusted by the MN DEPT OF TRANSP in July 2004..
 AG9661
 AG9661.The orthometric height was determined by differential leveling
 AG9661.and adjusted by the National Geodetic Survey in August 2004..
 AG9661
 AG9661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9661
 AG9661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9661
 AG9661.The ellipsoidal height was determined by GPS observations
 AG9661.and is referenced to NAD 83.
 AG9661
 AG9661.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AG9661;SPC MN C     -   169,362.185   819,353.628   MT  0.99999847   +0 10 46.3
 AG9661;UTM  15      - 5,052,736.713   421,901.748   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  =   0.99962664
 AG9661
 AG9661                          SUPERSEDED SURVEY CONTROL
 AG9661
 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: 15TVL2190252737(NAD 83)
 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 = OCTOBER  6, 2006
 AG9663 ***********************************************************************
 AG9663  DESIGNATION -  0503 Z
 AG9663  PID         -  AG9663
 AG9663  STATE/COUNTY-  MN/BENTON
 AG9663  USGS QUAD   -  FOLEY (1968)
 AG9663
 AG9663                         *CURRENT SURVEY CONTROL
 AG9663  ___________________________________________________________________
 AG9663* NAD 83(1986)-  45 39 11.     (N)    093 56 56.     (W)     SCALED    
 AG9663* NAVD 88     -       352.588  (meters)    1156.78   (feet)  ADJUSTED  
 AG9663  ___________________________________________________________________
 AG9663  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AG9663  DYNAMIC HT  -         352.580 (meters)    1156.76  (feet)  COMP
 AG9663  MODELED GRAV-     980,583.1   (mgal)                       NAVD 88
 AG9663
 AG9663  VERT ORDER  -  SECOND    CLASS I
 AG9663
 AG9663.The horizontal coordinates were scaled from a topographic map and have
 AG9663.an estimated accuracy of +/- 6 seconds.
 AG9663
 AG9663.The orthometric height was determined by differential leveling
 AG9663.and adjusted by the National Geodetic Survey in August 2004..
 AG9663
 AG9663.The geoid height was determined by GEOID03.
 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     -   172,630.      823,470.      MT  (+/- 180 meters Scaled)
 AG9663
 AG9663                          SUPERSEDED SURVEY CONTROL
 AG9663
 AG9663.No superseded survey control is available for this station.
 AG9663
 AG9663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL260559(NAD 83)
 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 SUITABLE FOR
 AG9663+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9663_ROD/PIPE-DEPTH:  3.0 meters
 AG9663
 AG9663  HISTORY     - Date     Condition        Report By
 AG9663  HISTORY     - 1993     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9665 ***********************************************************************
 AG9665  DESIGNATION -  0504 A
 AG9665  PID         -  AG9665
 AG9665  STATE/COUNTY-  MN/BENTON
 AG9665  USGS QUAD   -  FOLEY (1968)
 AG9665
 AG9665                         *CURRENT SURVEY CONTROL
 AG9665  ___________________________________________________________________
 AG9665* NAD 83(1986)-  45 39 55.     (N)    093 54 54.     (W)     SCALED    
 AG9665* NAVD 88     -       345.933  (meters)    1134.95   (feet)  ADJUSTED  
 AG9665  ___________________________________________________________________
 AG9665  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AG9665  DYNAMIC HT  -         345.924 (meters)    1134.92  (feet)  COMP
 AG9665  MODELED GRAV-     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
 AG9665.and adjusted by the National Geodetic Survey in August 2004..
 AG9665
 AG9665.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AG9666 ***********************************************************************
 AG9666  DESIGNATION -  0504 B
 AG9666  PID         -  AG9666
 AG9666  STATE/COUNTY-  MN/BENTON
 AG9666  USGS QUAD   -  FOLEY (1968)
 AG9666
 AG9666                         *CURRENT SURVEY CONTROL
 AG9666  ___________________________________________________________________
 AG9666* NAD 83(1986)-  45 40 12.     (N)    093 54 01.     (W)     SCALED    
 AG9666* NAVD 88     -       345.813  (meters)    1134.55   (feet)  ADJUSTED  
 AG9666  ___________________________________________________________________
 AG9666  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AG9666  DYNAMIC HT  -         345.804 (meters)    1134.53  (feet)  COMP
 AG9666  MODELED GRAV-     980,581.1   (mgal)                       NAVD 88
 AG9666
 AG9666  VERT ORDER  -  SECOND    CLASS I
 AG9666
 AG9666.The horizontal coordinates were scaled from a topographic map and have
 AG9666.an estimated accuracy of +/- 6 seconds.
 AG9666
 AG9666.The orthometric height was determined by differential leveling
 AG9666.and adjusted by the National Geodetic Survey in August 2004..
 AG9666
 AG9666.The geoid height was determined by GEOID03.
 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     -   174,530.      827,250.      MT  (+/- 180 meters Scaled)
 AG9666
 AG9666                          SUPERSEDED SURVEY CONTROL
 AG9666
 AG9666.No superseded survey control is available for this station.
 AG9666
 AG9666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL298577(NAD 83)
 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: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9666+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9667 ***********************************************************************
 AG9667  DESIGNATION -  0504 C
 AG9667  PID         -  AG9667
 AG9667  STATE/COUNTY-  MN/BENTON
 AG9667  USGS QUAD   -  RONNEBY (1968)
 AG9667
 AG9667                         *CURRENT SURVEY CONTROL
 AG9667  ___________________________________________________________________
 AG9667* NAD 83(1986)-  45 40 54.     (N)    093 51 52.     (W)     SCALED    
 AG9667* NAVD 88     -       340.476  (meters)    1117.05   (feet)  ADJUSTED  
 AG9667  ___________________________________________________________________
 AG9667  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AG9667  DYNAMIC HT  -         340.467 (meters)    1117.02  (feet)  COMP
 AG9667  MODELED GRAV-     980,579.9   (mgal)                       NAVD 88
 AG9667
 AG9667  VERT ORDER  -  SECOND    CLASS I
 AG9667
 AG9667.The horizontal coordinates were scaled from a topographic map and have
 AG9667.an estimated accuracy of +/- 6 seconds.
 AG9667
 AG9667.The orthometric height was determined by differential leveling
 AG9667.and adjusted by the National Geodetic Survey in August 2004..
 AG9667
 AG9667.The geoid height was determined by GEOID03.
 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     -   175,840.      830,040.      MT  (+/- 180 meters Scaled)
 AG9667
 AG9667                          SUPERSEDED SURVEY CONTROL
 AG9667
 AG9667.No superseded survey control is available for this station.
 AG9667
 AG9667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL326590(NAD 83)
 AG9667_MARKER: DV = VERTICAL CONTROL 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 - 1993
 AG9667
 AG9667  HISTORY     - Date     Condition        Report By
 AG9667  HISTORY     - 1993     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9668 ***********************************************************************
 AG9668  DESIGNATION -  0504 D
 AG9668  PID         -  AG9668
 AG9668  STATE/COUNTY-  MN/BENTON
 AG9668  USGS QUAD   -  RONNEBY (1968)
 AG9668
 AG9668                         *CURRENT SURVEY CONTROL
 AG9668  ___________________________________________________________________
 AG9668* NAD 83(1986)-  45 40 50.     (N)    093 51 47.     (W)     SCALED    
 AG9668* NAVD 88     -       340.155  (meters)    1115.99   (feet)  ADJUSTED  
 AG9668  ___________________________________________________________________
 AG9668  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AG9668  DYNAMIC HT  -         340.146 (meters)    1115.96  (feet)  COMP
 AG9668  MODELED GRAV-     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
 AG9668.and adjusted by the National Geodetic Survey in August 2004..
 AG9668
 AG9668.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AG9669 ***********************************************************************
 AG9669  DESIGNATION -  0504 E
 AG9669  PID         -  AG9669
 AG9669  STATE/COUNTY-  MN/BENTON
 AG9669  USGS QUAD   -  RONNEBY (1968)
 AG9669
 AG9669                         *CURRENT SURVEY CONTROL
 AG9669  ___________________________________________________________________
 AG9669* NAD 83(1986)-  45 41 11.     (N)    093 51 03.     (W)     SCALED    
 AG9669* NAVD 88     -       339.165  (meters)    1112.74   (feet)  ADJUSTED  
 AG9669  ___________________________________________________________________
 AG9669  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AG9669  DYNAMIC HT  -         339.156 (meters)    1112.71  (feet)  COMP
 AG9669  MODELED GRAV-     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
 AG9669.and adjusted by the National Geodetic Survey in August 2004..
 AG9669
 AG9669.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AG9670 ***********************************************************************
 AG9670  DESIGNATION -  0504 F
 AG9670  PID         -  AG9670
 AG9670  STATE/COUNTY-  MN/BENTON
 AG9670  USGS QUAD   -  RONNEBY (1968)
 AG9670
 AG9670                         *CURRENT SURVEY CONTROL
 AG9670  ___________________________________________________________________
 AG9670* NAD 83(1986)-  45 41 20.     (N)    093 50 41.     (W)     SCALED    
 AG9670* NAVD 88     -       339.713  (meters)    1114.54   (feet)  ADJUSTED  
 AG9670  ___________________________________________________________________
 AG9670  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AG9670  DYNAMIC HT  -         339.705 (meters)    1114.52  (feet)  COMP
 AG9670  MODELED GRAV-     980,580.3   (mgal)                       NAVD 88
 AG9670
 AG9670  VERT ORDER  -  SECOND    CLASS I
 AG9670
 AG9670.The horizontal coordinates were scaled from a topographic map and have
 AG9670.an estimated accuracy of +/- 6 seconds.
 AG9670
 AG9670.The orthometric height was determined by differential leveling
 AG9670.and adjusted by the National Geodetic Survey in August 2004..
 AG9670
 AG9670.The geoid height was determined by GEOID03.
 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     -   176,650.      831,570.      MT  (+/- 180 meters Scaled)
 AG9670
 AG9670                          SUPERSEDED SURVEY CONTROL
 AG9670
 AG9670.No superseded survey control is available for this station.
 AG9670
 AG9670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL342598(NAD 83)
 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: FLUSH
 AG9670_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9670+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9670_ROD/PIPE-DEPTH:  3.0 meters
 AG9670
 AG9670  HISTORY     - Date     Condition        Report By
 AG9670  HISTORY     - 1993     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9671 ***********************************************************************
 AG9671  DESIGNATION -  0504 G
 AG9671  PID         -  AG9671
 AG9671  STATE/COUNTY-  MN/BENTON
 AG9671  USGS QUAD   -  RONNEBY (1968)
 AG9671
 AG9671                         *CURRENT SURVEY CONTROL
 AG9671  ___________________________________________________________________
 AG9671* NAD 83(1986)-  45 41 44.     (N)    093 49 32.     (W)     SCALED    
 AG9671* NAVD 88     -       343.301  (meters)    1126.31   (feet)  ADJUSTED  
 AG9671  ___________________________________________________________________
 AG9671  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AG9671  DYNAMIC HT  -         343.293 (meters)    1126.29  (feet)  COMP
 AG9671  MODELED GRAV-     980,581.8   (mgal)                       NAVD 88
 AG9671
 AG9671  VERT ORDER  -  SECOND    CLASS I
 AG9671
 AG9671.The horizontal coordinates were scaled from a topographic map and have
 AG9671.an estimated accuracy of +/- 6 seconds.
 AG9671
 AG9671.The orthometric height was determined by differential leveling
 AG9671.and adjusted by the National Geodetic Survey in August 2004..
 AG9671
 AG9671.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AG9671;SPC MN C     -   177,400.      833,060.      MT  (+/- 180 meters Scaled)
 AG9671
 AG9671                          SUPERSEDED SURVEY CONTROL
 AG9671
 AG9671.No superseded survey control is available for this station.
 AG9671
 AG9671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL357605(NAD 83)
 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: FLUSH
 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 - 1993
 AG9671_ROD/PIPE-DEPTH:  4.0 meters
 AG9671
 AG9671  HISTORY     - Date     Condition        Report By
 AG9671  HISTORY     - 1993     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9672 ***********************************************************************
 AG9672  DESIGNATION -  0504 H
 AG9672  PID         -  AG9672
 AG9672  STATE/COUNTY-  MN/BENTON
 AG9672  USGS QUAD   -  RONNEBY (1968)
 AG9672
 AG9672                         *CURRENT SURVEY CONTROL
 AG9672  ___________________________________________________________________
 AG9672* NAD 83(1986)-  45 42 07.     (N)    093 48 37.     (W)     SCALED    
 AG9672* NAVD 88     -       342.480  (meters)    1123.62   (feet)  ADJUSTED  
 AG9672  ___________________________________________________________________
 AG9672  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AG9672  DYNAMIC HT  -         342.472 (meters)    1123.59  (feet)  COMP
 AG9672  MODELED GRAV-     980,583.2   (mgal)                       NAVD 88
 AG9672
 AG9672  VERT ORDER  -  SECOND    CLASS I
 AG9672
 AG9672.The horizontal coordinates were scaled from a topographic map and have
 AG9672.an estimated accuracy of +/- 6 seconds.
 AG9672
 AG9672.The orthometric height was determined by differential leveling
 AG9672.and adjusted by the National Geodetic Survey in August 2004..
 AG9672
 AG9672.The geoid height was determined by GEOID03.
 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     -   178,110.      834,240.      MT  (+/- 180 meters Scaled)
 AG9672
 AG9672                          SUPERSEDED SURVEY CONTROL
 AG9672
 AG9672.No superseded survey control is available for this station.
 AG9672
 AG9672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL369612(NAD 83)
 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 3 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 SUITABLE FOR
 AG9672+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9672_ROD/PIPE-DEPTH:  3.7 meters
 AG9672
 AG9672  HISTORY     - Date     Condition        Report By
 AG9672  HISTORY     - 1993     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9673 ***********************************************************************
 AG9673  DESIGNATION -  0504 J
 AG9673  PID         -  AG9673
 AG9673  STATE/COUNTY-  MN/BENTON
 AG9673  USGS QUAD   -  RONNEBY (1968)
 AG9673
 AG9673                         *CURRENT SURVEY CONTROL
 AG9673  ___________________________________________________________________
 AG9673* NAD 83(1986)-  45 42 28.     (N)    093 47 35.     (W)     SCALED    
 AG9673* NAVD 88     -       339.234  (meters)    1112.97   (feet)  ADJUSTED  
 AG9673  ___________________________________________________________________
 AG9673  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AG9673  DYNAMIC HT  -         339.226 (meters)    1112.94  (feet)  COMP
 AG9673  MODELED GRAV-     980,584.6   (mgal)                       NAVD 88
 AG9673
 AG9673  VERT ORDER  -  SECOND    CLASS I
 AG9673
 AG9673.The horizontal coordinates were scaled from a topographic map and have
 AG9673.an estimated accuracy of +/- 6 seconds.
 AG9673
 AG9673.The orthometric height was determined by differential leveling
 AG9673.and adjusted by the National Geodetic Survey in August 2004..
 AG9673
 AG9673.The geoid height was determined by GEOID03.
 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     -   178,770.      835,580.      MT  (+/- 180 meters Scaled)
 AG9673
 AG9673                          SUPERSEDED SURVEY CONTROL
 AG9673
 AG9673.No superseded survey control is available for this station.
 AG9673
 AG9673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL382618(NAD 83)
 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 3 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 SUITABLE FOR
 AG9673+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9673_ROD/PIPE-DEPTH:  3.4 meters
 AG9673
 AG9673  HISTORY     - Date     Condition        Report By
 AG9673  HISTORY     - 1993     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9674 ***********************************************************************
 AG9674  DESIGNATION -  0504 K
 AG9674  PID         -  AG9674
 AG9674  STATE/COUNTY-  MN/BENTON
 AG9674  USGS QUAD   -  RONNEBY (1968)
 AG9674
 AG9674                         *CURRENT SURVEY CONTROL
 AG9674  ___________________________________________________________________
 AG9674* NAD 83(1986)-  45 42 50.     (N)    093 46 40.     (W)     SCALED    
 AG9674* NAVD 88     -       337.697  (meters)    1107.93   (feet)  ADJUSTED  
 AG9674  ___________________________________________________________________
 AG9674  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AG9674  DYNAMIC HT  -         337.690 (meters)    1107.90  (feet)  COMP
 AG9674  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 AG9674
 AG9674  VERT ORDER  -  SECOND    CLASS I
 AG9674
 AG9674.The horizontal coordinates were scaled from a topographic map and have
 AG9674.an estimated accuracy of +/- 6 seconds.
 AG9674
 AG9674.The orthometric height was determined by differential leveling
 AG9674.and adjusted by the National Geodetic Survey in August 2004..
 AG9674
 AG9674.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AG9674;SPC MN C     -   179,460.      836,770.      MT  (+/- 180 meters Scaled)
 AG9674
 AG9674                          SUPERSEDED SURVEY CONTROL
 AG9674
 AG9674.No superseded survey control is available for this station.
 AG9674
 AG9674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL394625(NAD 83)
 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 5 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 - 1993
 AG9674_ROD/PIPE-DEPTH:  4.0 meters
 AG9674
 AG9674  HISTORY     - Date     Condition        Report By
 AG9674  HISTORY     - 1993     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9675 ***********************************************************************
 AG9675  DESIGNATION -  0504 L
 AG9675  PID         -  AG9675
 AG9675  STATE/COUNTY-  MN/BENTON
 AG9675  USGS QUAD   -  RONNEBY (1968)
 AG9675
 AG9675                         *CURRENT SURVEY CONTROL
 AG9675  ___________________________________________________________________
 AG9675* NAD 83(1986)-  45 43 01.     (N)    093 46 15.     (W)     SCALED    
 AG9675* NAVD 88     -       335.795  (meters)    1101.69   (feet)  ADJUSTED  
 AG9675  ___________________________________________________________________
 AG9675  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AG9675  DYNAMIC HT  -         335.788 (meters)    1101.66  (feet)  COMP
 AG9675  MODELED GRAV-     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
 AG9675.and adjusted by the National Geodetic Survey in August 2004..
 AG9675
 AG9675.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI0370 ***********************************************************************
 AI0370  DESIGNATION -  0505 A
 AI0370  PID         -  AI0370
 AI0370  STATE/COUNTY-  MN/BENTON
 AI0370  USGS QUAD   -  SANTIAGO (1968)
 AI0370
 AI0370                         *CURRENT SURVEY CONTROL
 AI0370  ___________________________________________________________________
 AI0370* NAD 83(1986)-  45 35 19.     (N)    093 51 02.     (W)     SCALED    
 AI0370* NAVD 88     -       317.058  (meters)    1040.21   (feet)  ADJUSTED  
 AI0370  ___________________________________________________________________
 AI0370  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AI0370  DYNAMIC HT  -         317.050 (meters)    1040.19  (feet)  COMP
 AI0370  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 AI0370
 AI0370  VERT ORDER  -  SECOND    CLASS I
 AI0370
 AI0370.The horizontal coordinates were scaled from a topographic map and have
 AI0370.an estimated accuracy of +/- 6 seconds.
 AI0370
 AI0370.The orthometric height was determined by differential leveling
 AI0370.and adjusted by the National Geodetic Survey in August 2004..
 AI0370
 AI0370.The geoid height was determined by GEOID03.
 AI0370
 AI0370.The dynamic height is computed by dividing the NAVD 88
 AI0370.geopotential number by the normal gravity value computed on the
 AI0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0370.degrees latitude (g = 980.6199 gals.).
 AI0370
 AI0370.The modeled gravity was interpolated from observed gravity values.
 AI0370
 AI0370;                    North         East    Units  Estimated Accuracy
 AI0370;SPC MN C     -   165,500.      831,170.      MT  (+/- 180 meters Scaled)
 AI0370
 AI0370                          SUPERSEDED SURVEY CONTROL
 AI0370
 AI0370.No superseded survey control is available for this station.
 AI0370
 AI0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL336486(NAD 83)
 AI0370_MARKER: DB = BENCH MARK DISK
 AI0370_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI0370_SP_SET: BRIDGE ABUTMENT
 AI0370_STAMPING: 0505 A 1948
 AI0370_MARK LOGO: MNDT  
 AI0370_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0370+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1997
 AI0370
 AI0370  HISTORY     - Date     Condition        Report By
 AI0370  HISTORY     - 1948     MONUMENTED       MNDT
 AI0370  HISTORY     - 19970408 GOOD             MNDT
 AI0370
 AI0370                          STATION DESCRIPTION
 AI0370
 AI0370'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AI0370'3.25 MI (5.23 KM) NORTH AND 1.5 MI (2.4 KM) WEST OF SANTIAGO, IN SE
 AI0370'COR OF TH 95 BRDG 6648 OVER ST FRANCIS RIVER, AT TH 95 MP 10.05, 19 FT
 AI0370'(5.8 M) SOUTH OF TH 95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3266 ***********************************************************************
 AH3266  DESIGNATION -  0505 B
 AH3266  PID         -  AH3266
 AH3266  STATE/COUNTY-  MN/BENTON
 AH3266  USGS QUAD   -  SANTIAGO (1968)
 AH3266
 AH3266                         *CURRENT SURVEY CONTROL
 AH3266  ___________________________________________________________________
 AH3266* NAD 83(1996)-  45 35 19.30657(N)    093 48 12.10785(W)     ADJUSTED  
 AH3266* NAVD 88     -       317.173  (meters)    1040.59   (feet)  ADJUSTED  
 AH3266  ___________________________________________________________________
 AH3266  X           -    -296,591.945 (meters)                     COMP
 AH3266  Y           -  -4,461,445.747 (meters)                     COMP
 AH3266  Z           -   4,533,580.231 (meters)                     COMP
 AH3266  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 AH3266  ELLIP HEIGHT-         289.73  (meters)          (09/28/98) GPS OBS
 AH3266  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AH3266  DYNAMIC HT  -         317.166 (meters)    1040.57  (feet)  COMP
 AH3266  MODELED GRAV-     980,585.9   (mgal)                       NAVD 88
 AH3266
 AH3266  HORZ ORDER  -  FIRST
 AH3266  VERT ORDER  -  SECOND    CLASS I
 AH3266  ELLP ORDER  -  FOURTH    CLASS I
 AH3266
 AH3266.The horizontal coordinates were established by GPS observations
 AH3266.and adjusted by the National Geodetic Survey in September 1998..
 AH3266
 AH3266.The orthometric height was determined by differential leveling
 AH3266.and adjusted by the National Geodetic Survey in August 2004..
 AH3266
 AH3266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3266
 AH3266.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3266
 AH3266.The ellipsoidal height was determined by GPS observations
 AH3266.and is referenced to NAD 83.
 AH3266
 AH3266.The geoid height was determined by GEOID03.
 AH3266
 AH3266.The dynamic height is computed by dividing the NAVD 88
 AH3266.geopotential number by the normal gravity value computed on the
 AH3266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3266.degrees latitude (g = 980.6199 gals.).
 AH3266
 AH3266.The modeled gravity was interpolated from observed gravity values.
 AH3266
 AH3266;                    North         East     Units Scale Factor Converg.
 AH3266;SPC MN C     -   165,530.387   834,853.439   MT  1.00000618   +0 19 23.1
 AH3266;UTM  15      - 5,048,664.316   437,334.457   MT  0.99964828   -0 34 26.0
 AH3266
 AH3266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3266!SPC MN C     -   0.99995458  x   1.00000618  =   0.99996076
 AH3266!UTM  15      -   0.99995458  x   0.99964828  =   0.99960288
 AH3266
 AH3266                          SUPERSEDED SURVEY CONTROL
 AH3266
 AH3266  NAVD 88 (09/28/98)  317.18   (m)         1040.6    (f) LEVELING    3  
 AH3266
 AH3266.Superseded values are not recommended for survey control.
 AH3266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3266.See file dsdata.txt to determine how the superseded data were derived.
 AH3266
 AH3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3733448664(NAD 83)
 AH3266_MARKER: DD = SURVEY DISK
 AH3266_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3266_STAMPING: 0505 B 1997
 AH3266_MARK LOGO: MNDT  
 AH3266_PROJECTION: FLUSH
 AH3266_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3266+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AH3266_ROD/PIPE-DEPTH:  4.6 meters
 AH3266
 AH3266  HISTORY     - Date     Condition        Report By
 AH3266  HISTORY     - 1997     MONUMENTED       MNDT
 AH3266  HISTORY     - 19970401 GOOD             MNDT
 AH3266
 AH3266                          STATION DESCRIPTION
 AH3266
 AH3266'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3266'3.4 MI (5.5 KM) NNE OF SANTIAGO, 5.4 MI (8.7 KM) EAST ON TH 95 FROM
 AH3266'JCT OF TH 95 AND TH 25, AT TH 95 MP 12.35, 102.5 FT (31.2 M) SOUTH OF
 AH3266'TH 95, 5.5 FT (1.7 M) EAST OF P-POLE, 3.0 FT (0.9 M) WEST OF WIT POST,
 AH3266'FLUSH WITH GROUND.
 AH3266
 AH3266                          STATION RECOVERY (1997)
 AH3266
 AH3266'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3266'3.4 MI (5.5 KM) NNE OF SANTIAGO, 5.4 MI (8.7 KM) EAST ON TH 95 FROM
 AH3266'JCT OF TH 95 AND TH 25, AT TH 95 MP 12.35, 102.5 FT (31.2 M) SOUTH OF
 AH3266'TH 95, 5.5 FT (1.7 M) EAST OF P-POLE, 3.0 FT (0.9 M) WEST OF WITNESS
 AH3266'POST, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3264 ***********************************************************************
 AH3264  DESIGNATION -  0505 C
 AH3264  PID         -  AH3264
 AH3264  STATE/COUNTY-  MN/BENTON
 AH3264  USGS QUAD   -  SANTIAGO (1968)
 AH3264
 AH3264                         *CURRENT SURVEY CONTROL
 AH3264  ___________________________________________________________________
 AH3264* NAD 83(1996)-  45 35 21.40133(N)    093 49 19.44214(W)     ADJUSTED  
 AH3264* NAVD 88     -       318.442  (meters)    1044.76   (feet)  ADJUSTED  
 AH3264  ___________________________________________________________________
 AH3264  X           -    -298,045.330 (meters)                     COMP
 AH3264  Y           -  -4,461,303.485 (meters)                     COMP
 AH3264  Z           -   4,533,626.404 (meters)                     COMP
 AH3264  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 AH3264  ELLIP HEIGHT-         291.01  (meters)          (09/28/98) GPS OBS
 AH3264  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AH3264  DYNAMIC HT  -         318.435 (meters)    1044.73  (feet)  COMP
 AH3264  MODELED GRAV-     980,586.1   (mgal)                       NAVD 88
 AH3264
 AH3264  HORZ ORDER  -  FIRST
 AH3264  VERT ORDER  -  SECOND    CLASS I
 AH3264  ELLP ORDER  -  FOURTH    CLASS I
 AH3264
 AH3264.The horizontal coordinates were established by GPS observations
 AH3264.and adjusted by the National Geodetic Survey in September 1998..
 AH3264
 AH3264.The orthometric height was determined by differential leveling
 AH3264.and adjusted by the National Geodetic Survey in August 2004..
 AH3264
 AH3264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3264
 AH3264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3264
 AH3264.The ellipsoidal height was determined by GPS observations
 AH3264.and is referenced to NAD 83.
 AH3264
 AH3264.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH3264;SPC MN C     -   165,587.000   833,393.534   MT  1.00000605   +0 18 34.4
 AH3264;UTM  15      - 5,048,743.746   435,876.137   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  =   0.99960494
 AH3264
 AH3264                          SUPERSEDED SURVEY CONTROL
 AH3264
 AH3264  NAVD 88 (09/28/98)  318.44   (m)         1044.7    (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: 15TVL3587648744(NAD 83)
 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 - April 01, 1997
 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
 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3263 ***********************************************************************
 AH3263  DESIGNATION -  0505 D
 AH3263  PID         -  AH3263
 AH3263  STATE/COUNTY-  MN/BENTON
 AH3263  USGS QUAD   -  SANTIAGO (1968)
 AH3263
 AH3263                         *CURRENT SURVEY CONTROL
 AH3263  ___________________________________________________________________
 AH3263* NAD 83(1996)-  45 35 20.92032(N)    093 50 41.70531(W)     ADJUSTED  
 AH3263* NAVD 88     -       317.292  (meters)    1040.98   (feet)  ADJUSTED  
 AH3263  ___________________________________________________________________
 AH3263  X           -    -299,825.236 (meters)                     COMP
 AH3263  Y           -  -4,461,194.073 (meters)                     COMP
 AH3263  Z           -   4,533,615.219 (meters)                     COMP
 AH3263  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 AH3263  ELLIP HEIGHT-         289.90  (meters)          (09/28/98) GPS OBS
 AH3263  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AH3263  DYNAMIC HT  -         317.285 (meters)    1040.96  (feet)  COMP
 AH3263  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 AH3263
 AH3263  HORZ ORDER  -  FIRST
 AH3263  VERT ORDER  -  SECOND    CLASS I
 AH3263  ELLP ORDER  -  FOURTH    CLASS I
 AH3263
 AH3263.The horizontal coordinates were established by GPS observations
 AH3263.and adjusted by the National Geodetic Survey in September 1998..
 AH3263
 AH3263.The orthometric height was determined by differential leveling
 AH3263.and adjusted by the National Geodetic Survey in August 2004..
 AH3263
 AH3263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3263
 AH3263.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3263
 AH3263.The ellipsoidal height was determined by GPS observations
 AH3263.and is referenced to NAD 83.
 AH3263
 AH3263.The geoid height was determined by GEOID03.
 AH3263
 AH3263.The dynamic height is computed by dividing the NAVD 88
 AH3263.geopotential number by the normal gravity value computed on the
 AH3263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3263.degrees latitude (g = 980.6199 gals.).
 AH3263
 AH3263.The modeled gravity was interpolated from observed gravity values.
 AH3263
 AH3263;                    North         East     Units Scale Factor Converg.
 AH3263;SPC MN C     -   165,562.773   831,610.468   MT  1.00000608   +0 17 34.9
 AH3263;UTM  15      - 5,048,747.425   434,093.542   MT  0.99965340   -0 36 12.9
 AH3263
 AH3263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3263!SPC MN C     -   0.99995455  x   1.00000608  =   0.99996063
 AH3263!UTM  15      -   0.99995455  x   0.99965340  =   0.99960797
 AH3263
 AH3263                          SUPERSEDED SURVEY CONTROL
 AH3263
 AH3263  NAVD 88 (09/28/98)  317.29   (m)         1041.0    (f) LEVELING    3  
 AH3263
 AH3263.Superseded values are not recommended for survey control.
 AH3263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3263.See file dsdata.txt to determine how the superseded data were derived.
 AH3263
 AH3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3409448747(NAD 83)
 AH3263_MARKER: DD = SURVEY DISK
 AH3263_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3263_STAMPING: 0505 D 1997
 AH3263_MARK LOGO: MNDT  
 AH3263_PROJECTION: PROJECTING 3 CENTIMETERS
 AH3263_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3263+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AH3263_ROD/PIPE-DEPTH:  9.4 meters
 AH3263
 AH3263  HISTORY     - Date     Condition        Report By
 AH3263  HISTORY     - 1997     MONUMENTED       MNDT
 AH3263  HISTORY     - 19970401 GOOD             MNDT
 AH3263
 AH3263                          STATION DESCRIPTION
 AH3263
 AH3263'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3263'3.5 MI (5.6 KM) NNW OF SANTIAGO, 3.4 MI (5.5 KM) EAST ON TH 95 FROM
 AH3263'JCT OF TH 95 AND TH 25, AT TH 95 MP 10.35, 57.0 FT (17.4 M) NORTH OF
 AH3263'TH 95, 17.0 FT (5.2 M) WEST OF FIELD ENT, 100.0 FT (30.5 M) ESE OF
 AH3263'P-POLE, 5.2 FT (1.6 M) NE OF 24 INCH CULVERT, 7.4 FT (2.3 M) ENE OF
 AH3263'WIT POST, PROJECTS 0.1 FT (3.0 CM) .
 AH3263
 AH3263                          STATION RECOVERY (1997)
 AH3263
 AH3263'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3263'3.5 MI (5.6 KM) NNW OF SANTIAGO, 3.4 MI (5.5 KM) EAST ON TH 95 FROM
 AH3263'JCT OF TH 95 AND TH 25, AT TH 95 MP 10.35, 57.0 FT (17.4 M) NORTH OF
 AH3263'TH 95, 17.0 FT (5.2 M) WEST OF FIELD ENT, 100.0 FT (30.5 M) ESE OF
 AH3263'P-POLE, 5.2 FT (1.6 M) NE OF 24 INCH CULVERT, 7.4 FT (2.3 M) ENE OF
 AH3263'WITNESS POST, PROJECTS 0.1 FT (3.0 CM).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3262 ***********************************************************************
 AH3262  DESIGNATION -  0505 E
 AH3262  PID         -  AH3262
 AH3262  STATE/COUNTY-  MN/BENTON
 AH3262  USGS QUAD   -  SANTIAGO (1968)
 AH3262
 AH3262                         *CURRENT SURVEY CONTROL
 AH3262  ___________________________________________________________________
 AH3262* NAD 83(1996)-  45 35 22.54442(N)    093 52 03.00279(W)     ADJUSTED  
 AH3262* NAVD 88     -       323.899  (meters)    1062.66   (feet)  ADJUSTED  
 AH3262  ___________________________________________________________________
 AH3262  X           -    -301,581.451 (meters)                     COMP
 AH3262  Y           -  -4,461,044.444 (meters)                     COMP
 AH3262  Z           -   4,533,655.045 (meters)                     COMP
 AH3262  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 AH3262  ELLIP HEIGHT-         296.53  (meters)          (09/28/98) GPS OBS
 AH3262  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AH3262  DYNAMIC HT  -         323.891 (meters)    1062.63  (feet)  COMP
 AH3262  MODELED GRAV-     980,582.2   (mgal)                       NAVD 88
 AH3262
 AH3262  HORZ ORDER  -  FIRST
 AH3262  VERT ORDER  -  SECOND    CLASS I
 AH3262  ELLP ORDER  -  FOURTH    CLASS I
 AH3262
 AH3262.The horizontal coordinates were established by GPS observations
 AH3262.and adjusted by the National Geodetic Survey in September 1998..
 AH3262
 AH3262.The orthometric height was determined by differential leveling
 AH3262.and adjusted by the National Geodetic Survey in August 2004..
 AH3262
 AH3262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3262
 AH3262.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3262
 AH3262.The ellipsoidal height was determined by GPS observations
 AH3262.and is referenced to NAD 83.
 AH3262
 AH3262.The geoid height was determined by GEOID03.
 AH3262
 AH3262.The dynamic height is computed by dividing the NAVD 88
 AH3262.geopotential number by the normal gravity value computed on the
 AH3262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3262.degrees latitude (g = 980.6199 gals.).
 AH3262
 AH3262.The modeled gravity was interpolated from observed gravity values.
 AH3262
 AH3262;                    North         East     Units Scale Factor Converg.
 AH3262;SPC MN C     -   165,604.152   829,848.010   MT  1.00000598   +0 16 36.1
 AH3262;UTM  15      - 5,048,816.351   432,332.565   MT  0.99965629   -0 37 11.0
 AH3262
 AH3262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3262!SPC MN C     -   0.99995351  x   1.00000598  =   0.99995949
 AH3262!UTM  15      -   0.99995351  x   0.99965629  =   0.99960982
 AH3262
 AH3262:                Primary Azimuth Mark                     Grid Az
 AH3262:SPC MN C     -  0505 F                                   274 26 01.4
 AH3262:UTM  15      -  0505 F                                   275 19 48.5
 AH3262
 AH3262|---------------------------------------------------------------------|
 AH3262| PID    Reference Object                     Distance      Geod. Az  |
 AH3262|                                                           dddmmss.s |
 AH3262| AH3261 0505 F                              APPROX. 1.2 KM 2744237.5 |
 AH3262|---------------------------------------------------------------------|
 AH3262
 AH3262                          SUPERSEDED SURVEY CONTROL
 AH3262
 AH3262  NAVD 88 (09/28/98)  323.90   (m)         1062.7    (f) LEVELING    3  
 AH3262
 AH3262.Superseded values are not recommended for survey control.
 AH3262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3262.See file dsdata.txt to determine how the superseded data were derived.
 AH3262
 AH3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3233348816(NAD 83)
 AH3262_MARKER: DD = SURVEY DISK
 AH3262_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3262_STAMPING: 0505 E 1997
 AH3262_MARK LOGO: MNDT  
 AH3262_PROJECTION: FLUSH
 AH3262_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3262+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AH3262_ROD/PIPE-DEPTH:  3.0 meters
 AH3262
 AH3262  HISTORY     - Date     Condition        Report By
 AH3262  HISTORY     - 1997     MONUMENTED       MNDT
 AH3262  HISTORY     - 19970401 GOOD             MNDT
 AH3262
 AH3262                          STATION DESCRIPTION
 AH3262
 AH3262'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3262'4.25 MI (6.84 KM) NNW OF SANTIAGO, 2.25 MI (3.62 KM) EAST ALONG TH 95
 AH3262'FROM JCT OF TH 95 AND TH 25 , AT TH 95 MP 9.25, 64.0 FT (19.5 M) NORTH
 AH3262'OF TH 95, 79 FT (24.1 M) EAST OF FIELD ENT, 33.0 FT (10.1 M) WSW OF
 AH3262'P-POLE, 2.5 FT (0.8 M) EAST OF WIT POST, FLUSH WITH GROUND.
 AH3262
 AH3262                          STATION RECOVERY (1997)
 AH3262
 AH3262'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3262'4.25 MI (6.84 KM) NNW OF SANTIAGO, 2.25 MI (3.62 KM) EAST ALONG TH 95
 AH3262'FROM JCT OF TH 95 AND TH 25 , AT TH 95 MP 9.25, 64.0 FT (19.5 M) NORTH
 AH3262'OF TH 95, 79 FT (24.1 M) EAST OF FIELD ENT, 33.0 FT (10.1 M) WSW OF
 AH3262'P-POLE, 2.5 FT (0.8 M) EAST OF WIT POST, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3261 ***********************************************************************
 AH3261  DESIGNATION -  0505 F
 AH3261  PID         -  AH3261
 AH3261  STATE/COUNTY-  MN/BENTON
 AH3261  USGS QUAD   -  DUELM (1968)
 AH3261
 AH3261                         *CURRENT SURVEY CONTROL
 AH3261  ___________________________________________________________________
 AH3261* NAD 83(1996)-  45 35 25.78237(N)    093 52 59.03935(W)     ADJUSTED  
 AH3261* NAVD 88     -       325.287  (meters)    1067.21   (feet)  ADJUSTED  
 AH3261  ___________________________________________________________________
 AH3261  X           -    -302,788.615 (meters)                     COMP
 AH3261  Y           -  -4,460,892.075 (meters)                     COMP
 AH3261  Z           -   4,533,726.003 (meters)                     COMP
 AH3261  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 AH3261  ELLIP HEIGHT-         297.93  (meters)          (09/28/98) GPS OBS
 AH3261  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AH3261  DYNAMIC HT  -         325.279 (meters)    1067.19  (feet)  COMP
 AH3261  MODELED GRAV-     980,581.4   (mgal)                       NAVD 88
 AH3261
 AH3261  HORZ ORDER  -  FIRST
 AH3261  VERT ORDER  -  SECOND    CLASS I
 AH3261  ELLP ORDER  -  FOURTH    CLASS I
 AH3261
 AH3261.The horizontal coordinates were established by GPS observations
 AH3261.and adjusted by the National Geodetic Survey in September 1998..
 AH3261
 AH3261.The orthometric height was determined by differential leveling
 AH3261.and adjusted by the National Geodetic Survey in August 2004..
 AH3261
 AH3261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3261
 AH3261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3261
 AH3261.The ellipsoidal height was determined by GPS observations
 AH3261.and is referenced to NAD 83.
 AH3261
 AH3261.The geoid height was determined by GEOID03.
 AH3261
 AH3261.The dynamic height is computed by dividing the NAVD 88
 AH3261.geopotential number by the normal gravity value computed on the
 AH3261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3261.degrees latitude (g = 980.6199 gals.).
 AH3261
 AH3261.The modeled gravity was interpolated from observed gravity values.
 AH3261
 AH3261;                    North         East     Units Scale Factor Converg.
 AH3261;SPC MN C     -   165,698.371   828,632.898   MT  1.00000577   +0 15 55.6
 AH3261;UTM  15      - 5,048,929.528   431,119.499   MT  0.99965833   -0 37 51.1
 AH3261
 AH3261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3261!SPC MN C     -   0.99995329  x   1.00000577  =   0.99995906
 AH3261!UTM  15      -   0.99995329  x   0.99965833  =   0.99961164
 AH3261
 AH3261:                Primary Azimuth Mark                     Grid Az
 AH3261:SPC MN C     -  0505 E                                   094 26 01.9
 AH3261:UTM  15      -  0505 E                                   095 19 48.6
 AH3261
 AH3261|---------------------------------------------------------------------|
 AH3261| PID    Reference Object                     Distance      Geod. Az  |
 AH3261|                                                           dddmmss.s |
 AH3261| AH3262 0505 E                              APPROX. 1.2 KM 0944157.5 |
 AH3261|---------------------------------------------------------------------|
 AH3261
 AH3261                          SUPERSEDED SURVEY CONTROL
 AH3261
 AH3261  NAVD 88 (09/28/98)  325.29   (m)         1067.2    (f) LEVELING    3  
 AH3261
 AH3261.Superseded values are not recommended for survey control.
 AH3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3261.See file dsdata.txt to determine how the superseded data were derived.
 AH3261
 AH3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3111948930(NAD 83)
 AH3261_MARKER: DD = SURVEY DISK
 AH3261_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH3261+WITH SETTING: INFORMATION.
 AH3261_STAMPING: 0505 F 1997
 AH3261_MARK LOGO: MNDT  
 AH3261_PROJECTION: FLUSH
 AH3261_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3261+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AH3261_ROD/PIPE-DEPTH:  2.4 meters
 AH3261
 AH3261  HISTORY     - Date     Condition        Report By
 AH3261  HISTORY     - 1997     MONUMENTED       MNDT
 AH3261  HISTORY     - 19970401 GOOD             MNDT
 AH3261
 AH3261                          STATION DESCRIPTION
 AH3261
 AH3261'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3261'3 MI (4.8 KM) ENE OF DUELM, 1.5 MI (2.4 KM) EAST ALONG TH 95, FROM JCT
 AH3261'OF TH 95 AND TH 25, AT TH 95 MP 8.5, 218.0 FT (66.4 M) NORTH OF TH 95,
 AH3261'26.0 FT (7.9 M) WEST OF CO RD 49, 12.0 FT (3.7 M) NORTH OF FIELD ENT,
 AH3261'4.3 FT (1.3 M) WSW OF 18 INCH CULVERT, 7.5 FT (2.3 M) SOUTH OF WIT
 AH3261'POST, FLUSH WITH GROUND.
 AH3261
 AH3261                          STATION RECOVERY (1997)
 AH3261
 AH3261'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3261'3 MI (4.8 KM) ENE OF DUELM, 1.5 MI (2.4 KM) EAST ALONG TH 95, FROM JCT
 AH3261'OF TH 95 AND TH 25, AT TH 95 MP 8.5, 218.0 FT (66.4 M) NORTH OF TH 95,
 AH3261'26.0 FT (7.9 M) WEST OF CO RD 49, 12.0 FT (3.7 M) NORTH OF FIELD ENT,
 AH3261'4.3 FT (1.3 M) WSW OF 18 INCH CULVERT, 7.5 FT (2.3 M) SOUTH OF WITNESS
 AH3261'POST, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3259 ***********************************************************************
 AH3259  DESIGNATION -  0505 G
 AH3259  PID         -  AH3259
 AH3259  STATE/COUNTY-  MN/BENTON
 AH3259  USGS QUAD   -  DUELM (1968)
 AH3259
 AH3259                         *CURRENT SURVEY CONTROL
 AH3259  ___________________________________________________________________
 AH3259* NAD 83(1996)-  45 35 24.78694(N)    093 54 12.05368(W)     ADJUSTED  
 AH3259* NAVD 88     -       330.329  (meters)    1083.75   (feet)  ADJUSTED  
 AH3259  ___________________________________________________________________
 AH3259  X           -    -304,369.414 (meters)                     COMP
 AH3259  Y           -  -4,460,810.057 (meters)                     COMP
 AH3259  Z           -   4,533,708.118 (meters)                     COMP
 AH3259  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 AH3259  ELLIP HEIGHT-         303.00  (meters)          (09/28/98) GPS OBS
 AH3259  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH3259  DYNAMIC HT  -         330.320 (meters)    1083.72  (feet)  COMP
 AH3259  MODELED GRAV-     980,580.9   (mgal)                       NAVD 88
 AH3259
 AH3259  HORZ ORDER  -  FIRST
 AH3259  VERT ORDER  -  SECOND    CLASS I
 AH3259  ELLP ORDER  -  FOURTH    CLASS I
 AH3259
 AH3259.The horizontal coordinates were established by GPS observations
 AH3259.and adjusted by the National Geodetic Survey in September 1998..
 AH3259
 AH3259.The orthometric height was determined by differential leveling
 AH3259.and adjusted by the National Geodetic Survey in August 2004..
 AH3259
 AH3259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3259
 AH3259.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3259
 AH3259.The ellipsoidal height was determined by GPS observations
 AH3259.and is referenced to NAD 83.
 AH3259
 AH3259.The geoid height was determined by GEOID03.
 AH3259
 AH3259.The dynamic height is computed by dividing the NAVD 88
 AH3259.geopotential number by the normal gravity value computed on the
 AH3259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3259.degrees latitude (g = 980.6199 gals.).
 AH3259
 AH3259.The modeled gravity was interpolated from observed gravity values.
 AH3259
 AH3259;                    North         East     Units Scale Factor Converg.
 AH3259;SPC MN C     -   165,660.509   827,050.398   MT  1.00000584   +0 15 02.7
 AH3259;UTM  15      - 5,048,916.427   429,537.148   MT  0.99966104   -0 38 43.2
 AH3259
 AH3259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3259!SPC MN C     -   0.99995250  x   1.00000584  =   0.99995834
 AH3259!UTM  15      -   0.99995250  x   0.99966104  =   0.99961356
 AH3259
 AH3259:                Primary Azimuth Mark                     Grid Az
 AH3259:SPC MN C     -  0505 H                                   269 46 43.2
 AH3259:UTM  15      -  0505 H                                   270 40 29.1
 AH3259
 AH3259|---------------------------------------------------------------------|
 AH3259| PID    Reference Object                     Distance      Geod. Az  |
 AH3259|                                                           dddmmss.s |
 AH3259| AH3258 0505 H                              APPROX. 0.8 KM 2700145.9 |
 AH3259| AH3260 DANLISA                             APPROX. 0.6 KM 3593133.4 |
 AH3259|---------------------------------------------------------------------|
 AH3259
 AH3259                          SUPERSEDED SURVEY CONTROL
 AH3259
 AH3259  NAVD 88 (09/28/98)  330.33   (m)         1083.8    (f) LEVELING    3  
 AH3259
 AH3259.Superseded values are not recommended for survey control.
 AH3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3259.See file dsdata.txt to determine how the superseded data were derived.
 AH3259
 AH3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2953748916(NAD 83)
 AH3259_MARKER: DD = SURVEY DISK
 AH3259_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3259_STAMPING: 0505 G 1997
 AH3259_MARK LOGO: MNDT  
 AH3259_PROJECTION: FLUSH
 AH3259_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3259+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AH3259_ROD/PIPE-DEPTH:  3.0 meters
 AH3259
 AH3259  HISTORY     - Date     Condition        Report By
 AH3259  HISTORY     - 1997     MONUMENTED       MNDT
 AH3259  HISTORY     - 19970401 GOOD             MNDT
 AH3259
 AH3259                          STATION DESCRIPTION
 AH3259
 AH3259'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3259'1.5 MI (2.4 KM) NE OF DUELM, 0.5 MI (0.8 KM) EAST ALONG TH 95, FROM
 AH3259'JCT OF TH 25 AND TH 95, AT TH 95 MP 7.45, 194.8 FT (59.4 M) NORTH OF
 AH3259'TH 95, 36.5 FT (11.1 M) EAST OF CO RD 64, 24.5 FT (7.5 M) SOUTH OF
 AH3259'DUELM SUB STATION ENT, 37.5 FT (11.4 M) WEST OF P-POLE, 83.2 FT (25.4
 AH3259'M) WNW OF SW COR OF FENCE, 2.1 FT (0.6 M) EAST OF WIT POST, FLUSH WITH
 AH3259'GROUND.
 AH3259
 AH3259                          STATION RECOVERY (1997)
 AH3259
 AH3259'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3259'1.5 MI (2.4 KM) NE OF DUELM, 0.5 MI (0.8 KM) EAST ALONG TH 95, FROM
 AH3259'JCT OF TH 25 AND TH 95, AT TH 95 MP 7.45, 194.8 FT (59.4 M) NORTH OF
 AH3259'TH 95, 36.5 FT (11.1 M) EAST OF CO RD 64, 24.5 FT (7.5 M) SOUTH OF
 AH3259'DUELM SUB STATION ENT, 37.5 FT (11.4 M) WEST OF P-POLE, 83.2 FT (25.4
 AH3259'M) WNW OF SW COR OF FENCE, 2.1 FT (0.6 M) EAST OF WIT POST, FLUSH WITH
 AH3259'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3258 ***********************************************************************
 AH3258  DESIGNATION -  0505 H
 AH3258  PID         -  AH3258
 AH3258  STATE/COUNTY-  MN/BENTON
 AH3258  USGS QUAD   -  DUELM (1968)
 AH3258
 AH3258                         *CURRENT SURVEY CONTROL
 AH3258  ___________________________________________________________________
 AH3258* NAD 83(1996)-  45 35 24.79856(N)    093 54 48.87050(W)     ADJUSTED  
 AH3258* NAVD 88     -       328.515  (meters)    1077.80   (feet)  ADJUSTED  
 AH3258  ___________________________________________________________________
 AH3258  X           -    -305,165.529 (meters)                     COMP
 AH3258  Y           -  -4,460,754.146 (meters)                     COMP
 AH3258  Z           -   4,533,707.083 (meters)                     COMP
 AH3258  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 AH3258  ELLIP HEIGHT-         301.20  (meters)          (09/28/98) GPS OBS
 AH3258  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AH3258  DYNAMIC HT  -         328.507 (meters)    1077.78  (feet)  COMP
 AH3258  MODELED GRAV-     980,580.8   (mgal)                       NAVD 88
 AH3258
 AH3258  HORZ ORDER  -  FIRST
 AH3258  VERT ORDER  -  SECOND    CLASS I
 AH3258  ELLP ORDER  -  FOURTH    CLASS I
 AH3258
 AH3258.The horizontal coordinates were established by GPS observations
 AH3258.and adjusted by the National Geodetic Survey in September 1998..
 AH3258
 AH3258.The orthometric height was determined by differential leveling
 AH3258.and adjusted by the National Geodetic Survey in August 2004..
 AH3258
 AH3258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3258
 AH3258.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3258
 AH3258.The ellipsoidal height was determined by GPS observations
 AH3258.and is referenced to NAD 83.
 AH3258
 AH3258.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH3258;SPC MN C     -   165,657.427   826,252.362   MT  1.00000583   +0 14 36.1
 AH3258;UTM  15      - 5,048,925.822   428,739.437   MT  0.99966243   -0 39 09.5
 AH3258
 AH3258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3258!SPC MN C     -   0.99995278  x   1.00000583  =   0.99995861
 AH3258!UTM  15      -   0.99995278  x   0.99966243  =   0.99961523
 AH3258
 AH3258:                Primary Azimuth Mark                     Grid Az
 AH3258:SPC MN C     -  0505 J                                   265 13 42.3
 AH3258:UTM  15      -  0505 J                                   266 07 27.9
 AH3258
 AH3258|---------------------------------------------------------------------|
 AH3258| PID    Reference Object                     Distance      Geod. Az  |
 AH3258|                                                           dddmmss.s |
 AH3258| AH3257 0505 J                              APPROX. 1.3 KM 2652818.4 |
 AH3258|---------------------------------------------------------------------|
 AH3258
 AH3258                          SUPERSEDED SURVEY CONTROL
 AH3258
 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: 15TVL2873948926(NAD 83)
 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 - April 01, 1997
 AH3258_ROD/PIPE-DEPTH:  4.6 meters
 AH3258
 AH3258  HISTORY     - Date     Condition        Report By
 AH3258  HISTORY     - 1997     MONUMENTED       MNDT
 AH3258  HISTORY     - 19970401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3257 ***********************************************************************
 AH3257  DESIGNATION -  0505 J
 AH3257  PID         -  AH3257
 AH3257  STATE/COUNTY-  MN/BENTON
 AH3257  USGS QUAD   -  DUELM (1968)
 AH3257
 AH3257                         *CURRENT SURVEY CONTROL
 AH3257  ___________________________________________________________________
 AH3257* NAD 83(1996)-  45 35 21.54992(N)    093 55 47.21971(W)     ADJUSTED  
 AH3257* NAVD 88     -       333.439  (meters)    1093.96   (feet)  ADJUSTED  
 AH3257  ___________________________________________________________________
 AH3257  X           -    -306,432.544 (meters)                     COMP
 AH3257  Y           -  -4,460,742.563 (meters)                     COMP
 AH3257  Z           -   4,533,640.416 (meters)                     COMP
 AH3257  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 AH3257  ELLIP HEIGHT-         306.13  (meters)          (09/28/98) GPS OBS
 AH3257  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AH3257  DYNAMIC HT  -         333.430 (meters)    1093.93  (feet)  COMP
 AH3257  MODELED GRAV-     980,580.8   (mgal)                       NAVD 88
 AH3257
 AH3257  HORZ ORDER  -  FIRST
 AH3257  VERT ORDER  -  SECOND    CLASS I
 AH3257  ELLP ORDER  -  FOURTH    CLASS I
 AH3257
 AH3257.The horizontal coordinates were established by GPS observations
 AH3257.and adjusted by the National Geodetic Survey in September 1998..
 AH3257
 AH3257.The orthometric height was determined by differential leveling
 AH3257.and adjusted by the National Geodetic Survey in August 2004..
 AH3257
 AH3257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3257
 AH3257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3257
 AH3257.The ellipsoidal height was determined by GPS observations
 AH3257.and is referenced to NAD 83.
 AH3257
 AH3257.The geoid height was determined by GEOID03.
 AH3257
 AH3257.The dynamic height is computed by dividing the NAVD 88
 AH3257.geopotential number by the normal gravity value computed on the
 AH3257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3257.degrees latitude (g = 980.6199 gals.).
 AH3257
 AH3257.The modeled gravity was interpolated from observed gravity values.
 AH3257
 AH3257;                    North         East     Units Scale Factor Converg.
 AH3257;SPC MN C     -   165,551.889   824,988.001   MT  1.00000604   +0 13 53.9
 AH3257;UTM  15      - 5,048,840.096   427,474.014   MT  0.99966467   -0 39 51.2
 AH3257
 AH3257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3257!SPC MN C     -   0.99995201  x   1.00000604  =   0.99995805
 AH3257!UTM  15      -   0.99995201  x   0.99966467  =   0.99961669
 AH3257
 AH3257:                Primary Azimuth Mark                     Grid Az
 AH3257:SPC MN C     -  0505 H                                   085 13 42.8
 AH3257:UTM  15      -  0505 H                                   086 07 27.9
 AH3257
 AH3257|---------------------------------------------------------------------|
 AH3257| PID    Reference Object                     Distance      Geod. Az  |
 AH3257|                                                           dddmmss.s |
 AH3257| AH3258 0505 H                              APPROX. 1.3 KM 0852736.7 |
 AH3257|---------------------------------------------------------------------|
 AH3257
 AH3257                          SUPERSEDED SURVEY CONTROL
 AH3257
 AH3257  NAVD 88 (09/28/98)  333.44   (m)         1094.0    (f) LEVELING    3  
 AH3257
 AH3257.Superseded values are not recommended for survey control.
 AH3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3257.See file dsdata.txt to determine how the superseded data were derived.
 AH3257
 AH3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2747448840(NAD 83)
 AH3257_MARKER: DD = SURVEY DISK
 AH3257_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3257_STAMPING: 0505 J 1997
 AH3257_MARK LOGO: MNDT  
 AH3257_PROJECTION: FLUSH
 AH3257_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3257+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AH3257_ROD/PIPE-DEPTH:  4.3 meters
 AH3257
 AH3257  HISTORY     - Date     Condition        Report By
 AH3257  HISTORY     - 1997     MONUMENTED       MNDT
 AH3257  HISTORY     - 19970401 GOOD             MNDT
 AH3257
 AH3257                          STATION DESCRIPTION
 AH3257
 AH3257'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3257'1.25 MI (2.01 KM) NNE OF DUELM, 0.8 MI (1.3 KM) WEST ALONG TH 95 FROM
 AH3257'JCT OF TH 95 AND TH 25, AT TH 95 MP 6.2, 70.0 FT (21.3 M) SOUTH OF TH
 AH3257'95, 129.0 FT (39.3 M) EAST OF P-POLE, 3.0 FT (0.9 M) WEST OF WIT POST,
 AH3257'FLUSH WITH GROUND.
 AH3257
 AH3257                          STATION RECOVERY (1997)
 AH3257
 AH3257'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3257'1.25 MI (2.01 KM) NNE OF DUELM, 0.8 MI (1.3 KM) WEST ALONG TH 95 FROM
 AH3257'JCT OF TH 95 AND TH 25, AT TH 95 MP 6.2, 70.0 FT (21.3 M) SOUTH OF TH
 AH3257'95, 129.0 FT (39.3 M) EAST OF P-POLE, 3.0 FT (0.9 M) WEST OF WITNESS
 AH3257'POST, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3256 ***********************************************************************
 AH3256  DESIGNATION -  0505 K
 AH3256  PID         -  AH3256
 AH3256  STATE/COUNTY-  MN/BENTON
 AH3256  USGS QUAD   -  DUELM (1968)
 AH3256
 AH3256                         *CURRENT SURVEY CONTROL
 AH3256  ___________________________________________________________________
 AH3256* NAD 83(1996)-  45 35 20.48410(N)    093 57 16.03370(W)     ADJUSTED  
 AH3256* NAVD 88     -       331.729  (meters)    1088.35   (feet)  ADJUSTED  
 AH3256  ___________________________________________________________________
 AH3256  X           -    -308,354.772 (meters)                     COMP
 AH3256  Y           -  -4,460,632.483 (meters)                     COMP
 AH3256  Z           -   4,533,616.187 (meters)                     COMP
 AH3256  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 AH3256  ELLIP HEIGHT-         304.45  (meters)          (09/28/98) GPS OBS
 AH3256  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AH3256  DYNAMIC HT  -         331.720 (meters)    1088.32  (feet)  COMP
 AH3256  MODELED GRAV-     980,581.3   (mgal)                       NAVD 88
 AH3256
 AH3256  HORZ ORDER  -  FIRST
 AH3256  VERT ORDER  -  SECOND    CLASS I
 AH3256  ELLP ORDER  -  FOURTH    CLASS I
 AH3256
 AH3256.The horizontal coordinates were established by GPS observations
 AH3256.and adjusted by the National Geodetic Survey in September 1998..
 AH3256
 AH3256.The orthometric height was determined by differential leveling
 AH3256.and adjusted by the National Geodetic Survey in August 2004..
 AH3256
 AH3256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3256
 AH3256.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3256
 AH3256.The ellipsoidal height was determined by GPS observations
 AH3256.and is referenced to NAD 83.
 AH3256
 AH3256.The geoid height was determined by GEOID03.
 AH3256
 AH3256.The dynamic height is computed by dividing the NAVD 88
 AH3256.geopotential number by the normal gravity value computed on the
 AH3256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3256.degrees latitude (g = 980.6199 gals.).
 AH3256
 AH3256.The modeled gravity was interpolated from observed gravity values.
 AH3256
 AH3256;                    North         East     Units Scale Factor Converg.
 AH3256;SPC MN C     -   165,511.500   823,062.975   MT  1.00000610   +0 12 49.7
 AH3256;UTM  15      - 5,048,829.810   425,549.246   MT  0.99966815   -0 40 54.6
 AH3256
 AH3256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3256!SPC MN C     -   0.99995227  x   1.00000610  =   0.99995837
 AH3256!UTM  15      -   0.99995227  x   0.99966815  =   0.99962044
 AH3256
 AH3256                          SUPERSEDED SURVEY CONTROL
 AH3256
 AH3256  NAVD 88 (09/28/98)  331.73   (m)         1088.4    (f) LEVELING    3  
 AH3256
 AH3256.Superseded values are not recommended for survey control.
 AH3256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3256.See file dsdata.txt to determine how the superseded data were derived.
 AH3256
 AH3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2554948830(NAD 83)
 AH3256_MARKER: DD = SURVEY DISK
 AH3256_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3256_STAMPING: 0505 K 1997
 AH3256_MARK LOGO: MNDT  
 AH3256_PROJECTION: FLUSH
 AH3256_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3256+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AH3256_ROD/PIPE-DEPTH:  3.0 meters
 AH3256
 AH3256  HISTORY     - Date     Condition        Report By
 AH3256  HISTORY     - 1997     MONUMENTED       MNDT
 AH3256  HISTORY     - 19970401 GOOD             MNDT
 AH3256
 AH3256                          STATION DESCRIPTION
 AH3256
 AH3256'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3256'1 MI (1.6 KM) NW OF DUELM, 2.0 MI (3.2 KM) WEST ALONG TH 95 FROM JCT
 AH3256'OF TH 95 AND TH 25, AT TH 95 MP 5.0, 73.5 FT (22.4 M) SOUTH OF TH 95,
 AH3256'2.2 FT (0.7 M) NORTH OF E-W FENCE, 25.5 FT (7.8 M) NNE OF P-POLE, 76.0
 AH3256'FT (23.2 M) SE OF MP 5 SIGN POST, 2.1 FT (0.6 M) NORTH OF WIT POST,
 AH3256'FLUSH WITH GROUND.
 AH3256
 AH3256                          STATION RECOVERY (1997)
 AH3256
 AH3256'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3256'1 MI (1.6 KM) NW OF DUELM, 2.0 MI (3.2 KM) WEST ALONG TH 95 FROM JCT
 AH3256'OF TH 95 AND TH 25, AT TH 95 MP 5.0, 73.5 FT (22.4 M) SOUTH OF TH 95,
 AH3256'2.2 FT (0.7 M) NORTH OF E-W FENCE, 25.5 FT (7.8 M) NNE OF P-POLE, 76.0
 AH3256'FT (23.2 M) SE OF MP 5 SIGN POST, 2.1 FT (0.6 M) NORTH OF WIT POST,
 AH3256'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3253 ***********************************************************************
 AH3253  DESIGNATION -  0505 L
 AH3253  PID         -  AH3253
 AH3253  STATE/COUNTY-  MN/BENTON
 AH3253  USGS QUAD   -  DUELM (1968)
 AH3253
 AH3253                         *CURRENT SURVEY CONTROL
 AH3253  ___________________________________________________________________
 AH3253* NAD 83(1996)-  45 35 24.26098(N)    093 58 26.35810(W)     ADJUSTED  
 AH3253* NAVD 88     -       320.050  (meters)    1050.03   (feet)  ADJUSTED  
 AH3253  ___________________________________________________________________
 AH3253  X           -    -309,869.235 (meters)                     COMP
 AH3253  Y           -  -4,460,435.860 (meters)                     COMP
 AH3253  Z           -   4,533,689.468 (meters)                     COMP
 AH3253  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 AH3253  ELLIP HEIGHT-         292.80  (meters)          (09/28/98) GPS OBS
 AH3253  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AH3253  DYNAMIC HT  -         320.042 (meters)    1050.00  (feet)  COMP
 AH3253  MODELED GRAV-     980,582.1   (mgal)                       NAVD 88
 AH3253
 AH3253  HORZ ORDER  -  FIRST
 AH3253  VERT ORDER  -  SECOND    CLASS I
 AH3253  ELLP ORDER  -  FOURTH    CLASS I
 AH3253
 AH3253.The horizontal coordinates were established by GPS observations
 AH3253.and adjusted by the National Geodetic Survey in September 1998..
 AH3253
 AH3253.The orthometric height was determined by differential leveling
 AH3253.and adjusted by the National Geodetic Survey in August 2004..
 AH3253
 AH3253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3253
 AH3253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3253
 AH3253.The ellipsoidal height was determined by GPS observations
 AH3253.and is referenced to NAD 83.
 AH3253
 AH3253.The geoid height was determined by GEOID03.
 AH3253
 AH3253.The dynamic height is computed by dividing the NAVD 88
 AH3253.geopotential number by the normal gravity value computed on the
 AH3253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3253.degrees latitude (g = 980.6199 gals.).
 AH3253
 AH3253.The modeled gravity was interpolated from observed gravity values.
 AH3253
 AH3253;                    North         East     Units Scale Factor Converg.
 AH3253;SPC MN C     -   165,622.604   821,538.195   MT  1.00000587   +0 11 58.8
 AH3253;UTM  15      - 5,048,964.687   424,026.900   MT  0.99967096   -0 41 44.9
 AH3253
 AH3253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3253!SPC MN C     -   0.99995410  x   1.00000587  =   0.99995997
 AH3253!UTM  15      -   0.99995410  x   0.99967096  =   0.99962507
 AH3253
 AH3253:                Primary Azimuth Mark                     Grid Az
 AH3253:SPC MN C     -  0505 M                                   263 45 14.0
 AH3253:UTM  15      -  0505 M                                   264 38 57.7
 AH3253
 AH3253|---------------------------------------------------------------------|
 AH3253| PID    Reference Object                     Distance      Geod. Az  |
 AH3253|                                                           dddmmss.s |
 AH3253| AH3252 0505 M                              APPROX. 1.2 KM 2635712.8 |
 AH3253|---------------------------------------------------------------------|
 AH3253
 AH3253                          SUPERSEDED SURVEY CONTROL
 AH3253
 AH3253  NAVD 88 (09/28/98)  320.05   (m)         1050.0    (f) LEVELING    3  
 AH3253
 AH3253.Superseded values are not recommended for survey control.
 AH3253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3253.See file dsdata.txt to determine how the superseded data were derived.
 AH3253
 AH3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2402748965(NAD 83)
 AH3253_MARKER: DD = SURVEY DISK
 AH3253_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3253_STAMPING: 0505 L 1997
 AH3253_MARK LOGO: MNDT  
 AH3253_PROJECTION: RECESSED 5 CENTIMETERS
 AH3253_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3253+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AH3253_ROD/PIPE-DEPTH: 18.3 meters
 AH3253
 AH3253  HISTORY     - Date     Condition        Report By
 AH3253  HISTORY     - 1997     MONUMENTED       MNDT
 AH3253  HISTORY     - 19970401 GOOD             MNDT
 AH3253
 AH3253                          STATION DESCRIPTION
 AH3253
 AH3253'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3253'1.25 MI (2.01 KM) NW OF DUELM, 2.9 MI (4.7 KM) WEST ALONG TH 95 FROM
 AH3253'JCT OF TH 95 AND TH 25, AT TH 95 MP 4.1, ABOUT 300 FT (91.4 M) NORTH
 AH3253'OF TH 95, 1.7 FT (0.5 M) WEST OF N-S FENCE, 9.5 FT (2.9 M) EAST OF
 AH3253'PRIVATE DRIVE, 127.0 FT (38.7 M) SSW OF P-POLE, 88.5 FT (27.0 M) WEST
 AH3253'OF 7 INCH WHITE OAK TREE, 1.9 FT (0.6 M) WEST OF WIT POST, RECESSED
 AH3253'0.2 FT (6.1 CM) .
 AH3253
 AH3253                          STATION RECOVERY (1997)
 AH3253
 AH3253'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3253'1.25 MI (2.01 KM) NW OF DUELM, 2.9 MI (4.7 KM) WEST ALONG TH 95 FROM
 AH3253'JCT OF TH 95 AND TH 25, AT TH 95 MP 4.1, ABOUT 300 FT (91.4 M) NORTH
 AH3253'OF TH 95, 1.7 FT (0.5 M) WEST OF N-S FENCE, 9.5 FT (2.9 M) EAST OF
 AH3253'PRIVATE DRIVE, 127.0 FT (38.7 M) SSW OF P-POLE, 88.5 FT (27.0 M) WEST
 AH3253'OF 7 INCH WHITE OAK TREE, 1.9 FT (0.6 M) WEST OF WIT POST, RECESSED
 AH3253'0.2 FT (6.1 CM).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3252 ***********************************************************************
 AH3252  DESIGNATION -  0505 M
 AH3252  PID         -  AH3252
 AH3252  STATE/COUNTY-  MN/BENTON
 AH3252  USGS QUAD   -  DUELM (1968)
 AH3252
 AH3252                         *CURRENT SURVEY CONTROL
 AH3252  ___________________________________________________________________
 AH3252* NAD 83(1996)-  45 35 19.99876(N)    093 59 23.61519(W)     ADJUSTED  
 AH3252* NAVD 88     -       324.353  (meters)    1064.15   (feet)  ADJUSTED  
 AH3252  ___________________________________________________________________
 AH3252  X           -    -311,114.147 (meters)                     COMP
 AH3252  Y           -  -4,460,446.463 (meters)                     COMP
 AH3252  Z           -   4,533,600.465 (meters)                     COMP
 AH3252  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 AH3252  ELLIP HEIGHT-         297.12  (meters)          (09/28/98) GPS OBS
 AH3252  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AH3252  DYNAMIC HT  -         324.346 (meters)    1064.13  (feet)  COMP
 AH3252  MODELED GRAV-     980,582.7   (mgal)                       NAVD 88
 AH3252
 AH3252  HORZ ORDER  -  FIRST
 AH3252  VERT ORDER  -  SECOND    CLASS I
 AH3252  ELLP ORDER  -  FOURTH    CLASS I
 AH3252
 AH3252.The horizontal coordinates were established by GPS observations
 AH3252.and adjusted by the National Geodetic Survey in September 1998..
 AH3252
 AH3252.The orthometric height was determined by differential leveling
 AH3252.and adjusted by the National Geodetic Survey in August 2004..
 AH3252
 AH3252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3252
 AH3252.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3252
 AH3252.The ellipsoidal height was determined by GPS observations
 AH3252.and is referenced to NAD 83.
 AH3252
 AH3252.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH3252;SPC MN C     -   165,486.815   820,297.526   MT  1.00000613   +0 11 17.4
 AH3252;UTM  15      - 5,048,848.341   422,784.676   MT  0.99967330   -0 42 25.7
 AH3252
 AH3252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3252!SPC MN C     -   0.99995342  x   1.00000613  =   0.99995955
 AH3252!UTM  15      -   0.99995342  x   0.99967330  =   0.99962674
 AH3252
 AH3252:                Primary Azimuth Mark                     Grid Az
 AH3252:SPC MN C     -  0505 L                                   083 45 14.5
 AH3252:UTM  15      -  0505 L                                   084 38 57.6
 AH3252
 AH3252|---------------------------------------------------------------------|
 AH3252| PID    Reference Object                     Distance      Geod. Az  |
 AH3252|                                                           dddmmss.s |
 AH3252| AH3253 0505 L                              APPROX. 1.2 KM 0835631.9 |
 AH3252|---------------------------------------------------------------------|
 AH3252
 AH3252                          SUPERSEDED SURVEY CONTROL
 AH3252
 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: 15TVL2278548848(NAD 83)
 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 - April 01, 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3251 ***********************************************************************
 AH3251  DESIGNATION -  0505 N
 AH3251  PID         -  AH3251
 AH3251  STATE/COUNTY-  MN/BENTON
 AH3251  USGS QUAD   -  CABLE (1993)
 AH3251
 AH3251                         *CURRENT SURVEY CONTROL
 AH3251  ___________________________________________________________________
 AH3251* NAD 83(1996)-  45 35 16.07304(N)    094 00 27.17855(W)     ADJUSTED  
 AH3251* NAVD 88     -       321.082  (meters)    1053.42   (feet)  ADJUSTED  
 AH3251  ___________________________________________________________________
 AH3251  X           -    -312,494.573 (meters)                     COMP
 AH3251  Y           -  -4,460,434.484 (meters)                     COMP
 AH3251  Z           -   4,533,513.330 (meters)                     COMP
 AH3251  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 AH3251  ELLIP HEIGHT-         293.88  (meters)          (09/28/98) GPS OBS
 AH3251  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AH3251  DYNAMIC HT  -         321.074 (meters)    1053.39  (feet)  COMP
 AH3251  MODELED GRAV-     980,581.5   (mgal)                       NAVD 88
 AH3251
 AH3251  HORZ ORDER  -  FIRST
 AH3251  VERT ORDER  -  SECOND    CLASS I
 AH3251  ELLP ORDER  -  FOURTH    CLASS I
 AH3251
 AH3251.The horizontal coordinates were established by GPS observations
 AH3251.and adjusted by the National Geodetic Survey in September 1998..
 AH3251
 AH3251.The orthometric height was determined by differential leveling
 AH3251.and adjusted by the National Geodetic Survey in August 2004..
 AH3251
 AH3251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3251
 AH3251.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3251
 AH3251.The ellipsoidal height was determined by GPS observations
 AH3251.and is referenced to NAD 83.
 AH3251
 AH3251.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH3251;SPC MN C     -   165,361.245   818,920.072   MT  1.00000638   +0 10 31.4
 AH3251;UTM  15      - 5,048,744.342   421,405.885   MT  0.99967594   -0 43 11.1
 AH3251
 AH3251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3251!SPC MN C     -   0.99995393  x   1.00000638  =   0.99996031
 AH3251!UTM  15      -   0.99995393  x   0.99967594  =   0.99962988
 AH3251
 AH3251                          SUPERSEDED SURVEY CONTROL
 AH3251
 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: 15TVL2140648744(NAD 83)
 AH3251_MARKER: DD = SURVEY DISK
 AH3251_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH3251+WITH SETTING: INFORMATION.
 AH3251_STAMPING: 0505 N 1997
 AH3251_MARK LOGO: MNDT  
 AH3251_PROJECTION: FLUSH
 AH3251_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH3251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3251+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3249 ***********************************************************************
 AH3249  DESIGNATION -  0505 P
 AH3249  PID         -  AH3249
 AH3249  STATE/COUNTY-  MN/BENTON
 AH3249  USGS QUAD   -  CABLE (1993)
 AH3249
 AH3249                         *CURRENT SURVEY CONTROL
 AH3249  ___________________________________________________________________
 AH3249* NAD 83(1996)-  45 35 15.75750(N)    094 01 41.59368(W)     ADJUSTED  
 AH3249* NAVD 88     -       319.262  (meters)    1047.45   (feet)  ADJUSTED  
 AH3249  ___________________________________________________________________
 AH3249  X           -    -314,104.165 (meters)                     COMP
 AH3249  Y           -  -4,460,327.139 (meters)                     COMP
 AH3249  Z           -   4,533,505.227 (meters)                     COMP
 AH3249  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 AH3249  ELLIP HEIGHT-         292.08  (meters)          (09/28/98) GPS OBS
 AH3249  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AH3249  DYNAMIC HT  -         319.255 (meters)    1047.42  (feet)  COMP
 AH3249  MODELED GRAV-     980,583.0   (mgal)                       NAVD 88
 AH3249
 AH3249  HORZ ORDER  -  FIRST
 AH3249  VERT ORDER  -  SECOND    CLASS I
 AH3249  ELLP ORDER  -  FOURTH    CLASS I
 AH3249
 AH3249.The horizontal coordinates were established by GPS observations
 AH3249.and adjusted by the National Geodetic Survey in September 1998..
 AH3249
 AH3249.The orthometric height was determined by differential leveling
 AH3249.and adjusted by the National Geodetic Survey in August 2004..
 AH3249
 AH3249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3249
 AH3249.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3249
 AH3249.The ellipsoidal height was determined by GPS observations
 AH3249.and is referenced to NAD 83.
 AH3249
 AH3249.The geoid height was determined by GEOID03.
 AH3249
 AH3249.The dynamic height is computed by dividing the NAVD 88
 AH3249.geopotential number by the normal gravity value computed on the
 AH3249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3249.degrees latitude (g = 980.6199 gals.).
 AH3249
 AH3249.The modeled gravity was interpolated from observed gravity values.
 AH3249
 AH3249;                    North         East     Units Scale Factor Converg.
 AH3249;SPC MN C     -   165,346.776   817,307.013   MT  1.00000640   +0 09 37.6
 AH3249;UTM  15      - 5,048,755.068   419,793.328   MT  0.99967909   -0 44 04.3
 AH3249
 AH3249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3249!SPC MN C     -   0.99995421  x   1.00000640  =   0.99996061
 AH3249!UTM  15      -   0.99995421  x   0.99967909  =   0.99963332
 AH3249
 AH3249:                Primary Azimuth Mark                     Grid Az
 AH3249:SPC MN C     -  MINDEN                                   356 50 29.6
 AH3249:UTM  15      -  MINDEN                                   357 44 11.5
 AH3249
 AH3249|---------------------------------------------------------------------|
 AH3249| PID    Reference Object                     Distance      Geod. Az  |
 AH3249|                                                           dddmmss.s |
 AH3249| AH3250 MINDEN                              475.684 METERS 3570007.2 |
 AH3249|---------------------------------------------------------------------|
 AH3249
 AH3249                          SUPERSEDED SURVEY CONTROL
 AH3249
 AH3249  NAVD 88 (09/28/98)  319.26   (m)         1047.4    (f) LEVELING    3  
 AH3249
 AH3249.Superseded values are not recommended for survey control.
 AH3249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3249.See file dsdata.txt to determine how the superseded data were derived.
 AH3249
 AH3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1979348755(NAD 83)
 AH3249_MARKER: DD = SURVEY DISK
 AH3249_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3249_STAMPING: 0505 P 1997
 AH3249_MARK LOGO: MNDT  
 AH3249_PROJECTION: FLUSH
 AH3249_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3249+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AH3249_ROD/PIPE-DEPTH:  4.6 meters
 AH3249
 AH3249  HISTORY     - Date     Condition        Report By
 AH3249  HISTORY     - 1997     MONUMENTED       MNDT
 AH3249  HISTORY     - 19970401 GOOD             MNDT
 AH3249
 AH3249                          STATION DESCRIPTION
 AH3249
 AH3249'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3249'6.5 MI (10.5 KM) ENE OF ST CLOUD, 1.1 MI (1.8 KM) EAST ALONG TH 95
 AH3249'FROM JCT OF TH 95 AND TH 23, AT TH 95 MP 1.4, 176.0 FT (53.6 M) SOUTH
 AH3249'OF TH 95, 31.0 FT (9.4 M) EAST OF TWP RD 9, 1.8 FT (0.5 M) SOUTH OF
 AH3249'CONC R/W POST, 95.0 FT (29.0 M) ESE OF SE COR OF HOUSE, 2.2 FT (0.7 M)
 AH3249'NORTH OF WIT POST, FLUSH WITH GROUND.
 AH3249
 AH3249                          STATION RECOVERY (1997)
 AH3249
 AH3249'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3249'6.5 MI (10.5 KM) ENE OF ST CLOUD, 1.1 MI (1.8 KM) EAST ALONG TH 95
 AH3249'FROM JCT OF TH 95 AND TH 23, AT TH 95 MP 1.4, 176.0 FT (53.6 M) SOUTH
 AH3249'OF TH 95, 31.0 FT (9.4 M) EAST OF TWP RD 9, 1.8 FT (0.5 M) SOUTH OF
 AH3249'CONC R/W POST, 95.0 FT (29.0 M) ESE OF SE COR OF HOUSE, 2.2 FT (0.7 M)
 AH3249'NORTH OF WITNESS POST, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0366 ***********************************************************************
 AI0366  DESIGNATION -  0505 Q
 AI0366  PID         -  AI0366
 AI0366  STATE/COUNTY-  MN/BENTON
 AI0366  USGS QUAD   -  CABLE (1993)
 AI0366
 AI0366                         *CURRENT SURVEY CONTROL
 AI0366  ___________________________________________________________________
 AI0366* NAD 83(1986)-  45 35 17.     (N)    094 02 29.     (W)     SCALED    
 AI0366* NAVD 88     -       313.934  (meters)    1029.97   (feet)  ADJUSTED  
 AI0366  ___________________________________________________________________
 AI0366  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AI0366  DYNAMIC HT  -         313.927 (meters)    1029.94  (feet)  COMP
 AI0366  MODELED GRAV-     980,584.0   (mgal)                       NAVD 88
 AI0366
 AI0366  VERT ORDER  -  SECOND    CLASS I
 AI0366
 AI0366.The horizontal coordinates were scaled from a topographic map and have
 AI0366.an estimated accuracy of +/- 6 seconds.
 AI0366
 AI0366.The orthometric height was determined by differential leveling
 AI0366.and adjusted by the National Geodetic Survey in August 2004..
 AI0366
 AI0366.The geoid height was determined by GEOID03.
 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     -   165,380.      816,280.      MT  (+/- 180 meters Scaled)
 AI0366
 AI0366                          SUPERSEDED SURVEY CONTROL
 AI0366
 AI0366.No superseded survey control is available for this station.
 AI0366
 AI0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL187488(NAD 83)
 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 = OCTOBER  6, 2006
 AH7421 ***********************************************************************
 AH7421  DESIGNATION -  0508 A
 AH7421  PID         -  AH7421
 AH7421  STATE/COUNTY-  MN/BENTON
 AH7421  USGS QUAD   -  FOLEY (1968)
 AH7421
 AH7421                         *CURRENT SURVEY CONTROL
 AH7421  ___________________________________________________________________
 AH7421* NAD 83(1996)-  45 40 36.09457(N)    093 55 27.77300(W)     ADJUSTED  
 AH7421* NAVD 88     -       353.493  (meters)    1159.75   (feet)  ADJUSTED  
 AH7421  ___________________________________________________________________
 AH7421  X           -    -305,537.799 (meters)                     COMP
 AH7421  Y           -  -4,453,859.215 (meters)                     COMP
 AH7421  Z           -   4,540,445.614 (meters)                     COMP
 AH7421  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 AH7421  ELLIP HEIGHT-         326.26  (meters)          (07/06/04) GPS OBS
 AH7421  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AH7421  DYNAMIC HT  -         353.485 (meters)    1159.73  (feet)  COMP
 AH7421  MODELED GRAV-     980,582.4   (mgal)                       NAVD 88
 AH7421
 AH7421  HORZ ORDER  -  FIRST
 AH7421  VERT ORDER  -  SECOND    CLASS I
 AH7421  ELLP ORDER  -  THIRD     CLASS II
 AH7421
 AH7421.The horizontal coordinates were established by GPS observations
 AH7421.and adjusted by the MN DEPT OF TRANSP in July 2004..
 AH7421
 AH7421.The orthometric height was determined by differential leveling
 AH7421.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AH7421
 AH7421.The ellipsoidal height was determined by GPS observations
 AH7421.and is referenced to NAD 83.
 AH7421
 AH7421.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH7421;SPC MN C     -   175,264.547   825,369.609   MT  0.99998753   +0 14 08.0
 AH7421;UTM  15      - 5,058,542.370   428,007.342   MT  0.99966372   -0 39 40.8
 AH7421
 AH7421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7421!SPC MN C     -   0.99994885  x   0.99998753  =   0.99993638
 AH7421!UTM  15      -   0.99994885  x   0.99966372  =   0.99961259
 AH7421
 AH7421                          SUPERSEDED SURVEY CONTROL
 AH7421
 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_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 - October 28, 2003
 AH7421_ROD/PIPE-DEPTH:  4.3 meters
 AH7421
 AH7421  HISTORY     - Date     Condition        Report By
 AH7421  HISTORY     - 1994     MONUMENTED       MNDT
 AH7421  HISTORY     - 20031028 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7422 ***********************************************************************
 AH7422  DESIGNATION -  0508 B
 AH7422  PID         -  AH7422
 AH7422  STATE/COUNTY-  MN/BENTON
 AH7422  USGS QUAD   -  FOLEY (1968)
 AH7422
 AH7422                         *CURRENT SURVEY CONTROL
 AH7422  ___________________________________________________________________
 AH7422* NAD 83(1986)-  45 41 34.     (N)    093 55 33.     (W)     SCALED    
 AH7422* NAVD 88     -       357.503  (meters)    1172.91   (feet)  ADJUSTED  
 AH7422  ___________________________________________________________________
 AH7422  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AH7422  DYNAMIC HT  -         357.495 (meters)    1172.88  (feet)  COMP
 AH7422  MODELED GRAV-     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
 AH7422.and adjusted by the National Geodetic Survey in August 2004..
 AH7422
 AH7422.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL 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 = OCTOBER  6, 2006
 AH7423 ***********************************************************************
 AH7423  DESIGNATION -  0508 C
 AH7423  PID         -  AH7423
 AH7423  STATE/COUNTY-  MN/BENTON
 AH7423  USGS QUAD   -  FOLEY (1968)
 AH7423
 AH7423                         *CURRENT SURVEY CONTROL
 AH7423  ___________________________________________________________________
 AH7423* NAD 83(1986)-  45 42 26.     (N)    093 55 27.     (W)     SCALED    
 AH7423* NAVD 88     -       361.672  (meters)    1186.59   (feet)  ADJUSTED  
 AH7423  ___________________________________________________________________
 AH7423  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AH7423  DYNAMIC HT  -         361.664 (meters)    1186.56  (feet)  COMP
 AH7423  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 AH7423
 AH7423  VERT ORDER  -  SECOND    CLASS I
 AH7423
 AH7423.The horizontal coordinates were scaled from a topographic map and have
 AH7423.an estimated accuracy of +/- 6 seconds.
 AH7423
 AH7423.The orthometric height was determined by differential leveling
 AH7423.and adjusted by the National Geodetic Survey in August 2004..
 AH7423
 AH7423.The geoid height was determined by GEOID03.
 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     -   178,660.      825,370.      MT  (+/- 180 meters Scaled)
 AH7423
 AH7423                          SUPERSEDED SURVEY CONTROL
 AH7423
 AH7423.No superseded survey control is available for this station.
 AH7423
 AH7423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL280619(NAD 83)
 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 = OCTOBER  6, 2006
 AH7424 ***********************************************************************
 AH7424  DESIGNATION -  0508 D
 AH7424  PID         -  AH7424
 AH7424  STATE/COUNTY-  MN/BENTON
 AH7424  USGS QUAD   -  FOLEY (1968)
 AH7424
 AH7424                         *CURRENT SURVEY CONTROL
 AH7424  ___________________________________________________________________
 AH7424* NAD 83(1996)-  45 43 11.45981(N)    093 55 57.47754(W)     ADJUSTED  
 AH7424* NAVD 88     -       362.838  (meters)    1190.41   (feet)  ADJUSTED  
 AH7424  ___________________________________________________________________
 AH7424  X           -    -305,944.203 (meters)                     COMP
 AH7424  Y           -  -4,450,396.751 (meters)                     COMP
 AH7424  Z           -   4,543,802.703 (meters)                     COMP
 AH7424  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 AH7424  ELLIP HEIGHT-         335.65  (meters)          (07/06/04) GPS OBS
 AH7424  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AH7424  DYNAMIC HT  -         362.831 (meters)    1190.39  (feet)  COMP
 AH7424  MODELED GRAV-     980,584.2   (mgal)                       NAVD 88
 AH7424
 AH7424  HORZ ORDER  -  FIRST
 AH7424  VERT ORDER  -  SECOND    CLASS I
 AH7424  ELLP ORDER  -  THIRD     CLASS II
 AH7424
 AH7424.The horizontal coordinates were established by GPS observations
 AH7424.and adjusted by the MN DEPT OF TRANSP in July 2004..
 AH7424
 AH7424.The orthometric height was determined by differential leveling
 AH7424.and adjusted by the National Geodetic Survey in August 2004..
 AH7424
 AH7424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7424
 AH7424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7424
 AH7424.The ellipsoidal height was determined by GPS observations
 AH7424.and is referenced to NAD 83.
 AH7424
 AH7424.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH7424;SPC MN C     -   180,058.523   824,707.520   MT  0.99997924   +0 13 46.5
 AH7424;UTM  15      - 5,063,344.592   427,420.579   MT  0.99966476   -0 40 03.8
 AH7424
 AH7424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7424!SPC MN C     -   0.99994738  x   0.99997924  =   0.99992662
 AH7424!UTM  15      -   0.99994738  x   0.99966476  =   0.99961216
 AH7424
 AH7424:                Primary Azimuth Mark                     Grid Az
 AH7424:SPC MN C     -  0508 E                                   309 26 54.5
 AH7424:UTM  15      -  0508 E                                   310 20 44.8
 AH7424
 AH7424|---------------------------------------------------------------------|
 AH7424| PID    Reference Object                     Distance      Geod. Az  |
 AH7424|                                                           dddmmss.s |
 AH7424| AH7425 0508 E                              APPROX. 1.3 KM 3094041.0 |
 AH7424|---------------------------------------------------------------------|
 AH7424
 AH7424                          SUPERSEDED SURVEY CONTROL
 AH7424
 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: 15TVL2742163345(NAD 83)
 AH7424_MARKER: DD = SURVEY DISK
 AH7424_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 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 = OCTOBER  6, 2006
 AH7425 ***********************************************************************
 AH7425  DESIGNATION -  0508 E
 AH7425  PID         -  AH7425
 AH7425  STATE/COUNTY-  MN/BENTON
 AH7425  USGS QUAD   -  FOLEY (1968)
 AH7425
 AH7425                         *CURRENT SURVEY CONTROL
 AH7425  ___________________________________________________________________
 AH7425* NAD 83(1996)-  45 43 37.48111(N)    093 56 42.26841(W)     ADJUSTED  
 AH7425* NAVD 88     -       361.125  (meters)    1184.79   (feet)  ADJUSTED  
 AH7425  ___________________________________________________________________
 AH7425  X           -    -306,870.953 (meters)                     COMP
 AH7425  Y           -  -4,449,755.177 (meters)                     COMP
 AH7425  Z           -   4,544,362.393 (meters)                     COMP
 AH7425  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 AH7425  ELLIP HEIGHT-         333.98  (meters)          (07/06/04) GPS OBS
 AH7425  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AH7425  DYNAMIC HT  -         361.118 (meters)    1184.77  (feet)  COMP
 AH7425  MODELED GRAV-     980,584.9   (mgal)                       NAVD 88
 AH7425
 AH7425  HORZ ORDER  -  FIRST
 AH7425  VERT ORDER  -  SECOND    CLASS I
 AH7425  ELLP ORDER  -  THIRD     CLASS II
 AH7425
 AH7425.The horizontal coordinates were established by GPS observations
 AH7425.and adjusted by the MN DEPT OF TRANSP in July 2004..
 AH7425
 AH7425.The orthometric height was determined by differential leveling
 AH7425.and adjusted by the National Geodetic Survey in August 2004..
 AH7425
 AH7425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7425
 AH7425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7425
 AH7425.The ellipsoidal height was determined by GPS observations
 AH7425.and is referenced to NAD 83.
 AH7425
 AH7425.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH7425;SPC MN C     -   180,858.073   823,735.811   MT  0.99997791   +0 13 14.1
 AH7425;UTM  15      - 5,064,159.006   426,461.811   MT  0.99966648   -0 40 36.2
 AH7425
 AH7425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7425!SPC MN C     -   0.99994764  x   0.99997791  =   0.99992555
 AH7425!UTM  15      -   0.99994764  x   0.99966648  =   0.99961414
 AH7425
 AH7425:                Primary Azimuth Mark                     Grid Az
 AH7425:SPC MN C     -  RIBS                                     128 48 16.7
 AH7425:UTM  15      -  RIBS                                     129 42 07.0
 AH7425
 AH7425|---------------------------------------------------------------------|
 AH7425| PID    Reference Object                     Distance      Geod. Az  |
 AH7425|                                                           dddmmss.s |
 AH7425| DG6024 RIBS                                463.649 METERS 1290130.8 |
 AH7425| AH7424 0508 D                              APPROX. 1.3 KM 1294008.9 |
 AH7425|---------------------------------------------------------------------|
 AH7425
 AH7425                          SUPERSEDED SURVEY CONTROL
 AH7425
 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: 15TVL2646264159(NAD 83)
 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 = OCTOBER  6, 2006
 AH7426 ***********************************************************************
 AH7426  DESIGNATION -  0508 F
 AH7426  PID         -  AH7426
 AH7426  STATE/COUNTY-  MN/BENTON
 AH7426  USGS QUAD   -  FOLEY (1968)
 AH7426
 AH7426                         *CURRENT SURVEY CONTROL
 AH7426  ___________________________________________________________________
 AH7426* NAD 83(1986)-  45 44 12.     (N)    093 57 11.     (W)     SCALED    
 AH7426* NAVD 88     -       363.618  (meters)    1192.97   (feet)  ADJUSTED  
 AH7426  ___________________________________________________________________
 AH7426  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AH7426  DYNAMIC HT  -         363.611 (meters)    1192.95  (feet)  COMP
 AH7426  MODELED GRAV-     980,585.5   (mgal)                       NAVD 88
 AH7426
 AH7426  VERT ORDER  -  SECOND    CLASS I
 AH7426
 AH7426.The horizontal coordinates were scaled from a topographic map and have
 AH7426.an estimated accuracy of +/- 6 seconds.
 AH7426
 AH7426.The orthometric height was determined by differential leveling
 AH7426.and adjusted by the National Geodetic Survey in August 2004..
 AH7426
 AH7426.The geoid height was determined by GEOID03.
 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     -   181,920.      823,110.      MT  (+/- 180 meters Scaled)
 AH7426
 AH7426                          SUPERSEDED SURVEY CONTROL
 AH7426
 AH7426.No superseded survey control is available for this station.
 AH7426
 AH7426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL258652(NAD 83)
 AH7426_MARKER: DV = VERTICAL CONTROL 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 = OCTOBER  6, 2006
 AH7427 ***********************************************************************
 AH7427  DESIGNATION -  0508 G
 AH7427  PID         -  AH7427
 AH7427  STATE/COUNTY-  MN/BENTON
 AH7427  USGS QUAD   -  FOLEY (1968)
 AH7427
 AH7427                         *CURRENT SURVEY CONTROL
 AH7427  ___________________________________________________________________
 AH7427* NAD 83(1986)-  45 44 55.     (N)    093 57 51.     (W)     SCALED    
 AH7427* NAVD 88     -       354.125  (meters)    1161.83   (feet)  ADJUSTED  
 AH7427  ___________________________________________________________________
 AH7427  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AH7427  DYNAMIC HT  -         354.118 (meters)    1161.80  (feet)  COMP
 AH7427  MODELED GRAV-     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
 AH7427.and adjusted by the National Geodetic Survey in August 2004..
 AH7427
 AH7427.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH7428 ***********************************************************************
 AH7428  DESIGNATION -  0508 H
 AH7428  PID         -  AH7428
 AH7428  STATE/COUNTY-  MN/BENTON
 AH7428  USGS QUAD   -  LITTLE ROCK (1978)
 AH7428
 AH7428                         *CURRENT SURVEY CONTROL
 AH7428  ___________________________________________________________________
 AH7428* NAD 83(1986)-  45 45 00.     (N)    094 00 24.     (W)     SCALED    
 AH7428* NAVD 88     -       364.665  (meters)    1196.41   (feet)  ADJUSTED  
 AH7428  ___________________________________________________________________
 AH7428  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AH7428  DYNAMIC HT  -         364.659 (meters)    1196.39  (feet)  COMP
 AH7428  MODELED GRAV-     980,588.4   (mgal)                       NAVD 88
 AH7428
 AH7428  VERT ORDER  -  SECOND    CLASS I
 AH7428
 AH7428.The horizontal coordinates were scaled from a topographic map and have
 AH7428.an estimated accuracy of +/- 6 seconds.
 AH7428
 AH7428.The orthometric height was determined by differential leveling
 AH7428.and adjusted by the National Geodetic Survey in August 2004..
 AH7428
 AH7428.The geoid height was determined by GEOID03.
 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     -   183,390.      818,930.      MT  (+/- 180 meters Scaled)
 AH7428
 AH7428                          SUPERSEDED SURVEY CONTROL
 AH7428
 AH7428.No superseded survey control is available for this station.
 AH7428
 AH7428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL217667(NAD 83)
 AH7428_MARKER: DV = VERTICAL CONTROL 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 = OCTOBER  6, 2006
 AH7429 ***********************************************************************
 AH7429  DESIGNATION -  0508 J
 AH7429  PID         -  AH7429
 AH7429  STATE/COUNTY-  MN/BENTON
 AH7429  USGS QUAD   -  MAYHEW (1974)
 AH7429
 AH7429                         *CURRENT SURVEY CONTROL
 AH7429  ___________________________________________________________________
 AH7429* NAD 83(1996)-  45 44 59.56362(N)    094 01 38.54423(W)     ADJUSTED  
 AH7429* NAVD 88     -       366.561  (meters)    1202.63   (feet)  ADJUSTED  
 AH7429  ___________________________________________________________________
 AH7429  X           -    -313,134.999 (meters)                     COMP
 AH7429  Y           -  -4,447,503.161 (meters)                     COMP
 AH7429  Z           -   4,546,135.189 (meters)                     COMP
 AH7429  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 AH7429  ELLIP HEIGHT-         339.55  (meters)          (07/06/04) GPS OBS
 AH7429  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AH7429  DYNAMIC HT  -         366.555 (meters)    1202.61  (feet)  COMP
 AH7429  MODELED GRAV-     980,590.2   (mgal)                       NAVD 88
 AH7429
 AH7429  HORZ ORDER  -  FIRST
 AH7429  VERT ORDER  -  SECOND    CLASS I
 AH7429  ELLP ORDER  -  THIRD     CLASS II
 AH7429
 AH7429.The horizontal coordinates were established by GPS observations
 AH7429.and adjusted by the MN DEPT OF TRANSP in July 2004..
 AH7429
 AH7429.The orthometric height was determined by differential leveling
 AH7429.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AH7429
 AH7429.The ellipsoidal height was determined by GPS observations
 AH7429.and is referenced to NAD 83.
 AH7429
 AH7429.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH7429;SPC MN C     -   183,370.878   817,322.455   MT  0.99997380   +0 09 39.8
 AH7429;UTM  15      - 5,066,771.127   420,090.519   MT  0.99967850   -0 44 09.4
 AH7429
 AH7429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7429!SPC MN C     -   0.99994677  x   0.99997380  =   0.99992057
 AH7429!UTM  15      -   0.99994677  x   0.99967850  =   0.99962529
 AH7429
 AH7429                          SUPERSEDED SURVEY CONTROL
 AH7429
 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: 15TVL2009166771(NAD 83)
 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 = OCTOBER  6, 2006
 AH7430 ***********************************************************************
 AH7430  DESIGNATION -  0508 K
 AH7430  PID         -  AH7430
 AH7430  STATE/COUNTY-  MN/BENTON
 AH7430  USGS QUAD   -  LITTLE ROCK (1978)
 AH7430
 AH7430                         *CURRENT SURVEY CONTROL
 AH7430  ___________________________________________________________________
 AH7430* NAD 83(1996)-  45 45 03.03940(N)    094 02 54.57707(W)     ADJUSTED  
 AH7430* NAVD 88     -       359.522  (meters)    1179.53   (feet)  ADJUSTED  
 AH7430  ___________________________________________________________________
 AH7430  X           -    -314,768.633 (meters)                     COMP
 AH7430  Y           -  -4,447,305.866 (meters)                     COMP
 AH7430  Z           -   4,546,205.044 (meters)                     COMP
 AH7430  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AH7430  ELLIP HEIGHT-         332.53  (meters)          (07/06/04) GPS OBS
 AH7430  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AH7430  DYNAMIC HT  -         359.518 (meters)    1179.52  (feet)  COMP
 AH7430  MODELED GRAV-     980,592.3   (mgal)                       NAVD 88
 AH7430
 AH7430  HORZ ORDER  -  FIRST
 AH7430  VERT ORDER  -  SECOND    CLASS I
 AH7430  ELLP ORDER  -  THIRD     CLASS II
 AH7430
 AH7430.The horizontal coordinates were established by GPS observations
 AH7430.and adjusted by the MN DEPT OF TRANSP in July 2004..
 AH7430
 AH7430.The orthometric height was determined by differential leveling
 AH7430.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AH7430
 AH7430.The ellipsoidal height was determined by GPS observations
 AH7430.and is referenced to NAD 83.
 AH7430
 AH7430.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH7430;SPC MN C     -   183,473.786   815,678.831   MT  0.99997363   +0 08 44.8
 AH7430;UTM  15      - 5,066,899.714   418,449.190   MT  0.99968176   -0 45 03.9
 AH7430
 AH7430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7430!SPC MN C     -   0.99994787  x   0.99997363  =   0.99992150
 AH7430!UTM  15      -   0.99994787  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                               429.047 METERS 3584022.2 |
 AH7430|---------------------------------------------------------------------|
 AH7430
 AH7430                          SUPERSEDED SURVEY CONTROL
 AH7430
 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: 15TVL1844966900(NAD 83)
 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 = OCTOBER  6, 2006
 AH7431 ***********************************************************************
 AH7431  DESIGNATION -  0508 L
 AH7431  PID         -  AH7431
 AH7431  STATE/COUNTY-  MN/BENTON
 AH7431  USGS QUAD   -  LITTLE ROCK (1978)
 AH7431
 AH7431                         *CURRENT SURVEY CONTROL
 AH7431  ___________________________________________________________________
 AH7431* NAD 83(1986)-  45 45 03.     (N)    094 04 11.     (W)     SCALED    
 AH7431* NAVD 88     -       356.234  (meters)    1168.74   (feet)  ADJUSTED  
 AH7431  ___________________________________________________________________
 AH7431  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AH7431  DYNAMIC HT  -         356.230 (meters)    1168.73  (feet)  COMP
 AH7431  MODELED GRAV-     980,594.3   (mgal)                       NAVD 88
 AH7431
 AH7431  VERT ORDER  -  SECOND    CLASS I
 AH7431
 AH7431.The horizontal coordinates were scaled from a topographic map and have
 AH7431.an estimated accuracy of +/- 6 seconds.
 AH7431
 AH7431.The orthometric height was determined by differential leveling
 AH7431.and adjusted by the National Geodetic Survey in August 2004..
 AH7431
 AH7431.The geoid height was determined by GEOID03.
 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     -   183,470.      814,030.      MT  (+/- 180 meters Scaled)
 AH7431
 AH7431                          SUPERSEDED SURVEY CONTROL
 AH7431
 AH7431.No superseded survey control is available for this station.
 AH7431
 AH7431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL167669(NAD 83)
 AH7431_MARKER: DV = VERTICAL CONTROL 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 = OCTOBER  6, 2006
 AH7432 ***********************************************************************
 AH7432  DESIGNATION -  0508 M
 AH7432  PID         -  AH7432
 AH7432  STATE/COUNTY-  MN/BENTON
 AH7432  USGS QUAD   -  LITTLE ROCK (1978)
 AH7432
 AH7432                         *CURRENT SURVEY CONTROL
 AH7432  ___________________________________________________________________
 AH7432* NAD 83(1986)-  45 45 03.     (N)    094 05 16.     (W)     SCALED    
 AH7432* NAVD 88     -       346.191  (meters)    1135.80   (feet)  ADJUSTED  
 AH7432  ___________________________________________________________________
 AH7432  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AH7432  DYNAMIC HT  -         346.188 (meters)    1135.79  (feet)  COMP
 AH7432  MODELED GRAV-     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
 AH7432.and adjusted by the National Geodetic Survey in August 2004..
 AH7432
 AH7432.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH7433 ***********************************************************************
 AH7433  DESIGNATION -  0508 N
 AH7433  PID         -  AH7433
 AH7433  STATE/COUNTY-  MN/BENTON
 AH7433  USGS QUAD   -  LITTLE ROCK (1978)
 AH7433
 AH7433                         *CURRENT SURVEY CONTROL
 AH7433  ___________________________________________________________________
 AH7433* NAD 83(1986)-  45 45 58.     (N)    094 05 28.     (W)     SCALED    
 AH7433* NAVD 88     -       351.858  (meters)    1154.39   (feet)  ADJUSTED  
 AH7433  ___________________________________________________________________
 AH7433  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AH7433  DYNAMIC HT  -         351.856 (meters)    1154.38  (feet)  COMP
 AH7433  MODELED GRAV-     980,597.5   (mgal)                       NAVD 88
 AH7433
 AH7433  VERT ORDER  -  SECOND    CLASS I
 AH7433
 AH7433.The horizontal coordinates were scaled from a topographic map and have
 AH7433.an estimated accuracy of +/- 6 seconds.
 AH7433
 AH7433.The orthometric height was determined by differential leveling
 AH7433.and adjusted by the National Geodetic Survey in August 2004..
 AH7433
 AH7433.The geoid height was determined by GEOID03.
 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     -   185,160.      812,360.      MT  (+/- 180 meters Scaled)
 AH7433
 AH7433                          SUPERSEDED SURVEY CONTROL
 AH7433
 AH7433.No superseded survey control is available for this station.
 AH7433
 AH7433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL151686(NAD 83)
 AH7433_MARKER: DV = VERTICAL CONTROL 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 = OCTOBER  6, 2006
 AH7434 ***********************************************************************
 AH7434  DESIGNATION -  0508 P
 AH7434  PID         -  AH7434
 AH7434  STATE/COUNTY-  MN/BENTON
 AH7434  USGS QUAD   -  LITTLE ROCK (1978)
 AH7434
 AH7434                         *CURRENT SURVEY CONTROL
 AH7434  ___________________________________________________________________
 AH7434* NAD 83(1986)-  45 46 47.     (N)    094 05 30.     (W)     SCALED    
 AH7434* NAVD 88     -       356.294  (meters)    1168.94   (feet)  ADJUSTED  
 AH7434  ___________________________________________________________________
 AH7434  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AH7434  DYNAMIC HT  -         356.292 (meters)    1168.93  (feet)  COMP
 AH7434  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 AH7434
 AH7434  VERT ORDER  -  SECOND    CLASS I
 AH7434
 AH7434.The horizontal coordinates were scaled from a topographic map and have
 AH7434.an estimated accuracy of +/- 6 seconds.
 AH7434
 AH7434.The orthometric height was determined by differential leveling
 AH7434.and adjusted by the National Geodetic Survey in August 2004..
 AH7434
 AH7434.The geoid height was determined by GEOID03.
 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     -   186,680.      812,310.      MT  (+/- 180 meters Scaled)
 AH7434
 AH7434                          SUPERSEDED SURVEY CONTROL
 AH7434
 AH7434.No superseded survey control is available for this station.
 AH7434
 AH7434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL151701(NAD 83)
 AH7434_MARKER: DV = VERTICAL CONTROL 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 = OCTOBER  6, 2006
 AH7435 ***********************************************************************
 AH7435  DESIGNATION -  0508 Q
 AH7435  PID         -  AH7435
 AH7435  STATE/COUNTY-  MN/BENTON
 AH7435  USGS QUAD   -  LITTLE ROCK (1978)
 AH7435
 AH7435                         *CURRENT SURVEY CONTROL
 AH7435  ___________________________________________________________________
 AH7435* NAD 83(1986)-  45 47 46.     (N)    094 05 32.     (W)     SCALED    
 AH7435* NAVD 88     -       358.761  (meters)    1177.04   (feet)  ADJUSTED  
 AH7435  ___________________________________________________________________
 AH7435  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AH7435  DYNAMIC HT  -         358.759 (meters)    1177.03  (feet)  COMP
 AH7435  MODELED GRAV-     980,599.9   (mgal)                       NAVD 88
 AH7435
 AH7435  VERT ORDER  -  SECOND    CLASS I
 AH7435
 AH7435.The horizontal coordinates were scaled from a topographic map and have
 AH7435.an estimated accuracy of +/- 6 seconds.
 AH7435
 AH7435.The orthometric height was determined by differential leveling
 AH7435.and adjusted by the National Geodetic Survey in August 2004..
 AH7435
 AH7435.The geoid height was determined by GEOID03.
 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     -   188,500.      812,270.      MT  (+/- 180 meters Scaled)
 AH7435
 AH7435                          SUPERSEDED SURVEY CONTROL
 AH7435
 AH7435.No superseded survey control is available for this station.
 AH7435
 AH7435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL151719(NAD 83)
 AH7435_MARKER: DV = VERTICAL CONTROL 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 = OCTOBER  6, 2006
 AH7436 ***********************************************************************
 AH7436  DESIGNATION -  0508 R
 AH7436  PID         -  AH7436
 AH7436  STATE/COUNTY-  MN/BENTON
 AH7436  USGS QUAD   -  LITTLE ROCK (1978)
 AH7436
 AH7436                         *CURRENT SURVEY CONTROL
 AH7436  ___________________________________________________________________
 AH7436* NAD 83(1986)-  45 48 35.     (N)    094 05 33.     (W)     SCALED    
 AH7436* NAVD 88     -       366.672  (meters)    1202.99   (feet)  ADJUSTED  
 AH7436  ___________________________________________________________________
 AH7436  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AH7436  DYNAMIC HT  -         366.670 (meters)    1202.98  (feet)  COMP
 AH7436  MODELED GRAV-     980,601.1   (mgal)                       NAVD 88
 AH7436
 AH7436  VERT ORDER  -  SECOND    CLASS I
 AH7436
 AH7436.The horizontal coordinates were scaled from a topographic map and have
 AH7436.an estimated accuracy of +/- 6 seconds.
 AH7436
 AH7436.The orthometric height was determined by differential leveling
 AH7436.and adjusted by the National Geodetic Survey in August 2004..
 AH7436
 AH7436.The geoid height was determined by GEOID03.
 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     -   190,010.      812,240.      MT  (+/- 180 meters Scaled)
 AH7436
 AH7436                          SUPERSEDED SURVEY CONTROL
 AH7436
 AH7436.No superseded survey control is available for this station.
 AH7436
 AH7436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL151734(NAD 83)
 AH7436_MARKER: DV = VERTICAL CONTROL 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 = OCTOBER  6, 2006
 AH7437 ***********************************************************************
 AH7437  DESIGNATION -  0508 S
 AH7437  PID         -  AH7437
 AH7437  STATE/COUNTY-  MN/BENTON
 AH7437  USGS QUAD   -  LITTLE ROCK (1978)
 AH7437
 AH7437                         *CURRENT SURVEY CONTROL
 AH7437  ___________________________________________________________________
 AH7437* NAD 83(1986)-  45 49 24.     (N)    094 05 41.     (W)     SCALED    
 AH7437* NAVD 88     -       364.922  (meters)    1197.25   (feet)  ADJUSTED  
 AH7437  ___________________________________________________________________
 AH7437  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AH7437  DYNAMIC HT  -         364.921 (meters)    1197.24  (feet)  COMP
 AH7437  MODELED GRAV-     980,602.5   (mgal)                       NAVD 88
 AH7437
 AH7437  VERT ORDER  -  SECOND    CLASS I
 AH7437
 AH7437.The horizontal coordinates were scaled from a topographic map and have
 AH7437.an estimated accuracy of +/- 6 seconds.
 AH7437
 AH7437.The orthometric height was determined by differential leveling
 AH7437.and adjusted by the National Geodetic Survey in August 2004..
 AH7437
 AH7437.The geoid height was determined by GEOID03.
 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     -   191,520.      812,070.      MT  (+/- 180 meters Scaled)
 AH7437
 AH7437                          SUPERSEDED SURVEY CONTROL
 AH7437
 AH7437.No superseded survey control is available for this station.
 AH7437
 AH7437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL149750(NAD 83)
 AH7437_MARKER: DV = VERTICAL CONTROL 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 = OCTOBER  6, 2006
 QP0214 ***********************************************************************
 QP0214  DESIGNATION -  0509 A
 QP0214  PID         -  QP0214
 QP0214  STATE/COUNTY-  MN/BENTON
 QP0214  USGS QUAD   -  ST CLOUD (1993)
 QP0214
 QP0214                         *CURRENT SURVEY CONTROL
 QP0214  ___________________________________________________________________
 QP0214* NAD 83(1986)-  45 36 02.     (N)    094 11 08.     (W)     SCALED    
 QP0214* NAVD 88     -       307.374  (meters)    1008.44   (feet)  ADJUSTED  
 QP0214  ___________________________________________________________________
 QP0214  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 QP0214  DYNAMIC HT  -         307.369 (meters)    1008.43  (feet)  COMP
 QP0214  MODELED GRAV-     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
 QP0214.and adjusted by the National Geodetic Survey in June 1991..
 QP0214
 QP0214.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0212 ***********************************************************************
 QP0212  DESIGNATION -  0509 A 1
 QP0212  PID         -  QP0212
 QP0212  STATE/COUNTY-  MN/BENTON
 QP0212  USGS QUAD   -  ST CLOUD (1993)
 QP0212
 QP0212                         *CURRENT SURVEY CONTROL
 QP0212  ___________________________________________________________________
 QP0212* NAD 83(1986)-  45 35 12.     (N)    094 10 06.     (W)     SCALED    
 QP0212* NAVD 88     -       310.092  (meters)    1017.36   (feet)  ADJUSTED  
 QP0212  ___________________________________________________________________
 QP0212  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 QP0212  DYNAMIC HT  -         310.086 (meters)    1017.34  (feet)  COMP
 QP0212  MODELED GRAV-     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
 QP0212.and adjusted by the National Geodetic Survey in June 1991..
 QP0212
 QP0212.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QP0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 QP0213 ***********************************************************************
 QP0213  DESIGNATION -  0509 A 2
 QP0213  PID         -  QP0213
 QP0213  STATE/COUNTY-  MN/BENTON
 QP0213  USGS QUAD   -  ST CLOUD (1993)
 QP0213
 QP0213                         *CURRENT SURVEY CONTROL
 QP0213  ___________________________________________________________________
 QP0213* NAD 83(1986)-  45 35 55.     (N)    094 10 52.     (W)     SCALED    
 QP0213* NAVD 88     -       310.363  (meters)    1018.25   (feet)  ADJUSTED  
 QP0213  ___________________________________________________________________
 QP0213  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 QP0213  DYNAMIC HT  -         310.358 (meters)    1018.23  (feet)  COMP
 QP0213  MODELED GRAV-     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
 QP0213.and adjusted by the National Geodetic Survey in June 1991..
 QP0213
 QP0213.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0215 ***********************************************************************
 QP0215  DESIGNATION -  0509 B
 QP0215  PID         -  QP0215
 QP0215  STATE/COUNTY-  MN/BENTON
 QP0215  USGS QUAD   -  ST CLOUD (1993)
 QP0215
 QP0215                         *CURRENT SURVEY CONTROL
 QP0215  ___________________________________________________________________
 QP0215* NAD 83(1996)-  45 36 22.29400(N)    094 10 55.65789(W)     ADJUSTED  
 QP0215* NAVD 88     -       326.811  (meters)    1072.21   (feet)  ADJUSTED  
 QP0215  ___________________________________________________________________
 QP0215  X           -    -325,977.621 (meters)                     COMP
 QP0215  Y           -  -4,458,008.996 (meters)                     COMP
 QP0215  Z           -   4,534,948.181 (meters)                     COMP
 QP0215  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 QP0215  ELLIP HEIGHT-         299.87  (meters)          (07/14/03) GPS OBS
 QP0215  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 QP0215  DYNAMIC HT  -         326.805 (meters)    1072.19  (feet)  COMP
 QP0215  MODELED GRAV-     980,590.1   (mgal)                       NAVD 88
 QP0215
 QP0215  HORZ ORDER  -  FIRST
 QP0215  VERT ORDER  -  SECOND    CLASS 0
 QP0215  ELLP ORDER  -  THIRD     CLASS II
 QP0215
 QP0215.The horizontal coordinates were established by GPS observations
 QP0215.and adjusted by the MN DEPT OF TRANSP in July 2003..
 QP0215
 QP0215.The orthometric height was determined by differential leveling
 QP0215.and adjusted by the National Geodetic Survey in June 1991..
 QP0215
 QP0215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0215
 QP0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP0215
 QP0215.The ellipsoidal height was determined by GPS observations
 QP0215.and is referenced to NAD 83.
 QP0215
 QP0215.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP0215;SPC MN C     -   167,379.016   805,294.837   MT  1.00000229   +0 02 56.8
 QP0215;UTM  15      - 5,050,973.870   407,818.085   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  =   0.99965747
 QP0215
 QP0215                          SUPERSEDED SURVEY CONTROL
 QP0215
 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  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: 15TVL0781850974(NAD 83)
 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_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0216 ***********************************************************************
 QP0216  DESIGNATION -  0509 C
 QP0216  PID         -  QP0216
 QP0216  STATE/COUNTY-  MN/BENTON
 QP0216  USGS QUAD   -  ST CLOUD (1993)
 QP0216
 QP0216                         *CURRENT SURVEY CONTROL
 QP0216  ___________________________________________________________________
 QP0216* NAD 83(1986)-  45 36 51.     (N)    094 10 34.     (W)     SCALED    
 QP0216* NAVD 88     -       331.819  (meters)    1088.64   (feet)  ADJUSTED  
 QP0216  ___________________________________________________________________
 QP0216  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 QP0216  DYNAMIC HT  -         331.814 (meters)    1088.63  (feet)  COMP
 QP0216  MODELED GRAV-     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
 QP0216.and adjusted by the National Geodetic Survey in June 1991..
 QP0216
 QP0216.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QQ0536 ***********************************************************************
 QQ0536  DESIGNATION -  0601 AA RESET
 QQ0536  PID         -  QQ0536
 QQ0536  STATE/COUNTY-  MN/BIG STONE
 QQ0536  USGS QUAD   -  ODESSA (1971)
 QQ0536
 QQ0536                         *CURRENT SURVEY CONTROL
 QQ0536  ___________________________________________________________________
 QQ0536* NAD 83(1996)-  45 15 35.17594(N)    096 17 43.59010(W)     ADJUSTED  
 QQ0536* NAVD 88     -       310.5    (meters)    1019.     (feet)  VERTCON   
 QQ0536  ___________________________________________________________________
 QQ0536  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 QQ0536  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 QQ0536
 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 DEFLEC99 derived deflections.
 QQ0536
 QQ0536.The geoid height was determined by GEOID03.
 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;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: 14TQR1219515367(NAD 83)
 QQ0536_MARKER: DB = BENCH MARK DISK
 QQ0536_SETTING: 0 = UNSPECIFIED SETTING
 QQ0536
 QQ0536  HISTORY     - Date     Condition        Report By
 QQ0536  HISTORY     - 1966     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0593 ***********************************************************************
 PQ0593  DESIGNATION -  07 P 3 A
 PQ0593  PID         -  PQ0593
 PQ0593  STATE/COUNTY-  MN/BLUE EARTH
 PQ0593  USGS QUAD   -  MANKATO WEST (1993)
 PQ0593
 PQ0593                         *CURRENT SURVEY CONTROL
 PQ0593  ___________________________________________________________________
 PQ0593* NAD 83(1986)-  44 09 31.     (N)    094 02 01.     (W)     SCALED    
 PQ0593* NAVD 88     -       243.392  (meters)     798.53   (feet)  ADJUSTED  
 PQ0593  ___________________________________________________________________
 PQ0593  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 PQ0593  DYNAMIC HT  -         243.357 (meters)     798.41  (feet)  COMP
 PQ0593  MODELED GRAV-     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
 PQ0593.and adjusted by the National Geodetic Survey in June 1991..
 PQ0593
 PQ0593.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 PQ0593_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ0593_SP_SET: CONCRETE STRUCTURE
 PQ0593_STAMPING: 07P 3A 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 = OCTOBER  6, 2006
 PQ0595 ***********************************************************************
 PQ0595  DESIGNATION -  0701 B
 PQ0595  PID         -  PQ0595
 PQ0595  STATE/COUNTY-  MN/NICOLLET
 PQ0595  USGS QUAD   -  MANKATO WEST (1993)
 PQ0595
 PQ0595                         *CURRENT SURVEY CONTROL
 PQ0595  ___________________________________________________________________
 PQ0595* NAD 83(1986)-  44 10 10.     (N)    094 00 17.     (W)     SCALED    
 PQ0595* NAVD 88     -       238.592  (meters)     782.78   (feet)  ADJUSTED  
 PQ0595  ___________________________________________________________________
 PQ0595  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 PQ0595  DYNAMIC HT  -         238.558 (meters)     782.67  (feet)  COMP
 PQ0595  MODELED GRAV-     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
 PQ0595.and adjusted by the National Geodetic Survey in June 1991..
 PQ0595
 PQ0595.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0598 ***********************************************************************
 PQ0598  DESIGNATION -  0702 A 1
 PQ0598  PID         -  PQ0598
 PQ0598  STATE/COUNTY-  MN/NICOLLET
 PQ0598  USGS QUAD   -  MANKATO WEST (1993)
 PQ0598
 PQ0598                         *CURRENT SURVEY CONTROL
 PQ0598  ___________________________________________________________________
 PQ0598* NAD 83(1986)-  44 11 30.     (N)    094 00 59.     (W)     SCALED    
 PQ0598* NAVD 88     -       242.653  (meters)     796.10   (feet)  ADJUSTED  
 PQ0598  ___________________________________________________________________
 PQ0598  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 PQ0598  DYNAMIC HT  -         242.618 (meters)     795.99  (feet)  COMP
 PQ0598  MODELED GRAV-     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
 PQ0598.and adjusted by the National Geodetic Survey in June 1995..
 PQ0598
 PQ0598.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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
 PQ0598  HISTORY     - Date     Condition        Report By
 PQ0598  HISTORY     - 1977     MONUMENTED       MNDT
 PQ0598  HISTORY     - 1978     GOOD             MNDT
 PQ0598  HISTORY     - 19870520 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3520 ***********************************************************************
 PP3520  DESIGNATION -  0702 AA
 PP3520  PID         -  PP3520
 PP3520  STATE/COUNTY-  MN/WASECA
 PP3520  USGS QUAD   -  MADISON LAKE (1974)
 PP3520
 PP3520                         *CURRENT SURVEY CONTROL
 PP3520  ___________________________________________________________________
 PP3520* NAD 83(1986)-  44 08 16.     (N)    093 46 04.     (W)     SCALED    
 PP3520* NAVD 88     -       323.718  (meters)    1062.06   (feet)  ADJUSTED  
 PP3520  ___________________________________________________________________
 PP3520  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 PP3520  DYNAMIC HT  -         323.655 (meters)    1061.86  (feet)  COMP
 PP3520  MODELED GRAV-     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
 PP3520.and adjusted by the National Geodetic Survey in June 1995..
 PP3520
 PP3520.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP3510 ***********************************************************************
 PP3510  DESIGNATION -  0702 AB
 PP3510  PID         -  PP3510
 PP3510  STATE/COUNTY-  MN/BLUE EARTH
 PP3510  USGS QUAD   -  MANKATO EAST (1993)
 PP3510
 PP3510                         *CURRENT SURVEY CONTROL
 PP3510  ___________________________________________________________________
 PP3510* NAD 83(1986)-  44 08 47.     (N)    093 52 42.     (W)     SCALED    
 PP3510* NAVD 88     -       294.447  (meters)     966.03   (feet)  ADJUSTED  
 PP3510  ___________________________________________________________________
 PP3510  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 PP3510  DYNAMIC HT  -         294.395 (meters)     965.86  (feet)  COMP
 PP3510  MODELED GRAV-     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
 PP3510.and adjusted by the National Geodetic Survey in June 1995..
 PP3510
 PP3510.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP3509 ***********************************************************************
 PP3509  DESIGNATION -  0702 AC
 PP3509  PID         -  PP3509
 PP3509  STATE/COUNTY-  MN/BLUE EARTH
 PP3509  USGS QUAD   -  MANKATO EAST (1993)
 PP3509
 PP3509                         *CURRENT SURVEY CONTROL
 PP3509  ___________________________________________________________________
 PP3509* NAD 83(1986)-  44 09 30.     (N)    093 52 45.     (W)     SCALED    
 PP3509* NAVD 88     -       308.574  (meters)    1012.38   (feet)  ADJUSTED  
 PP3509  ___________________________________________________________________
 PP3509  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 PP3509  DYNAMIC HT  -         308.519 (meters)    1012.20  (feet)  COMP
 PP3509  MODELED GRAV-     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
 PP3509.and adjusted by the National Geodetic Survey in June 1995..
 PP3509
 PP3509.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0597 ***********************************************************************
 PQ0597  DESIGNATION -  0702 B 1
 PQ0597  PID         -  PQ0597
 PQ0597  STATE/COUNTY-  MN/BLUE EARTH
 PQ0597  USGS QUAD   -  MANKATO WEST (1993)
 PQ0597
 PQ0597                         *CURRENT SURVEY CONTROL
 PQ0597  ___________________________________________________________________
 PQ0597* NAD 83(1986)-  44 11 29.     (N)    094 00 37.     (W)     SCALED    
 PQ0597* NAVD 88     -       244.621  (meters)     802.56   (feet)  ADJUSTED  
 PQ0597  ___________________________________________________________________
 PQ0597  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 PQ0597  DYNAMIC HT  -         244.586 (meters)     802.45  (feet)  COMP
 PQ0597  MODELED GRAV-     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
 PQ0597.and adjusted by the National Geodetic Survey in June 1995..
 PQ0597
 PQ0597.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_MARKER: DB = BENCH MARK DISK
 PQ0597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 PQ0596 ***********************************************************************
 PQ0596  DESIGNATION -  0702 B 2
 PQ0596  PID         -  PQ0596
 PQ0596  STATE/COUNTY-  MN/BLUE EARTH
 PQ0596  USGS QUAD   -  MANKATO WEST (1993)
 PQ0596
 PQ0596                         *CURRENT SURVEY CONTROL
 PQ0596  ___________________________________________________________________
 PQ0596* NAD 83(1986)-  44 11 29.     (N)    094 00 29.     (W)     SCALED    
 PQ0596* NAVD 88     -       249.386  (meters)     818.19   (feet)  ADJUSTED  
 PQ0596  ___________________________________________________________________
 PQ0596  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 PQ0596  DYNAMIC HT  -         249.350 (meters)     818.08  (feet)  COMP
 PQ0596  MODELED GRAV-     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
 PQ0596.and adjusted by the National Geodetic Survey in June 1991..
 PQ0596
 PQ0596.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 PQ0596_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 PP2050 ***********************************************************************
 PP2050  DESIGNATION -  0702 C 1
 PP2050  PID         -  PP2050
 PP2050  STATE/COUNTY-  MN/BLUE EARTH
 PP2050  USGS QUAD   -  MANKATO EAST (1993)
 PP2050
 PP2050                         *CURRENT SURVEY CONTROL
 PP2050  ___________________________________________________________________
 PP2050* NAD 83(1986)-  44 11 28.     (N)    093 59 45.     (W)     SCALED    
 PP2050* NAVD 88     -       264.258  (meters)     866.99   (feet)  ADJUSTED  
 PP2050  ___________________________________________________________________
 PP2050  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 PP2050  DYNAMIC HT  -         264.220 (meters)     866.86  (feet)  COMP
 PP2050  MODELED GRAV-     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
 PP2050.and adjusted by the National Geodetic Survey in June 1991..
 PP2050
 PP2050.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 PP2050_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 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 = OCTOBER  6, 2006
 PP2051 ***********************************************************************
 PP2051  DESIGNATION -  0702 D 1
 PP2051  PID         -  PP2051
 PP2051  STATE/COUNTY-  MN/BLUE EARTH
 PP2051  USGS QUAD   -  MANKATO EAST (1993)
 PP2051
 PP2051                         *CURRENT SURVEY CONTROL
 PP2051  ___________________________________________________________________
 PP2051* NAD 83(1986)-  44 11 24.     (N)    093 59 15.     (W)     SCALED    
 PP2051* NAVD 88     -       261.191  (meters)     856.92   (feet)  ADJUSTED  
 PP2051  ___________________________________________________________________
 PP2051  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 PP2051  DYNAMIC HT  -         261.153 (meters)     856.80  (feet)  COMP
 PP2051  MODELED GRAV-     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
 PP2051.and adjusted by the National Geodetic Survey in June 1991..
 PP2051
 PP2051.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP2052 ***********************************************************************
 PP2052  DESIGNATION -  0702 E 1
 PP2052  PID         -  PP2052
 PP2052  STATE/COUNTY-  MN/BLUE EARTH
 PP2052  USGS QUAD   -  MANKATO EAST (1993)
 PP2052
 PP2052                         *CURRENT SURVEY CONTROL
 PP2052  ___________________________________________________________________
 PP2052* NAD 83(1986)-  44 11 18.     (N)    093 58 55.     (W)     SCALED    
 PP2052* NAVD 88     -       265.136  (meters)     869.87   (feet)  ADJUSTED  
 PP2052  ___________________________________________________________________
 PP2052  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 PP2052  DYNAMIC HT  -         265.097 (meters)     869.74  (feet)  COMP
 PP2052  MODELED GRAV-     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
 PP2052.and adjusted by the National Geodetic Survey in June 1991..
 PP2052
 PP2052.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP2054 ***********************************************************************
 PP2054  DESIGNATION -  0702 F 1
 PP2054  PID         -  PP2054
 PP2054  STATE/COUNTY-  MN/BLUE EARTH
 PP2054  USGS QUAD   -  MANKATO EAST (1993)
 PP2054
 PP2054                         *CURRENT SURVEY CONTROL
 PP2054  ___________________________________________________________________
 PP2054* NAD 83(1986)-  44 10 46.     (N)    093 57 57.     (W)     SCALED    
 PP2054* NAVD 88     -       311.081  (meters)    1020.60   (feet)  ADJUSTED  
 PP2054  ___________________________________________________________________
 PP2054  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 PP2054  DYNAMIC HT  -         311.034 (meters)    1020.45  (feet)  COMP
 PP2054  MODELED GRAV-     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
 PP2054.and adjusted by the National Geodetic Survey in June 1991..
 PP2054
 PP2054.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP2055 ***********************************************************************
 PP2055  DESIGNATION -  0702 G 1
 PP2055  PID         -  PP2055
 PP2055  STATE/COUNTY-  MN/BLUE EARTH
 PP2055  USGS QUAD   -  MANKATO EAST (1993)
 PP2055
 PP2055                         *CURRENT SURVEY CONTROL
 PP2055  ___________________________________________________________________
 PP2055* NAD 83(1986)-  44 10 29.     (N)    093 56 58.     (W)     SCALED    
 PP2055* NAVD 88     -       307.473  (meters)    1008.77   (feet)  ADJUSTED  
 PP2055  ___________________________________________________________________
 PP2055  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 PP2055  DYNAMIC HT  -         307.425 (meters)    1008.61  (feet)  COMP
 PP2055  MODELED GRAV-     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
 PP2055.and adjusted by the National Geodetic Survey in June 1991..
 PP2055
 PP2055.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP3503 ***********************************************************************
 PP3503  DESIGNATION -  0702 M
 PP3503  PID         -  PP3503
 PP3503  STATE/COUNTY-  MN/BLUE EARTH
 PP3503  USGS QUAD   -  MANKATO EAST (1993)
 PP3503
 PP3503                         *CURRENT SURVEY CONTROL
 PP3503  ___________________________________________________________________
 PP3503* NAD 83(1996)-  44 09 24.28108(N)    093 56 19.79141(W)     ADJUSTED  
 PP3503* NAVD 88     -       308.379  (meters)    1011.74   (feet)  ADJUSTED  
 PP3503  ___________________________________________________________________
 PP3503  X           -    -314,851.418 (meters)                     COMP
 PP3503  Y           -  -4,572,735.036 (meters)                     COMP
 PP3503  Z           -   4,420,798.505 (meters)                     COMP
 PP3503  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 PP3503  ELLIP HEIGHT-         280.03  (meters)          (01/23/03) GPS OBS
 PP3503  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 PP3503  DYNAMIC HT  -         308.328 (meters)    1011.57  (feet)  COMP
 PP3503  MODELED GRAV-     980,446.9   (mgal)                       NAVD 88
 PP3503
 PP3503  HORZ ORDER  -  FIRST
 PP3503  VERT ORDER  -  SECOND    CLASS I
 PP3503  ELLP ORDER  -  THIRD     CLASS II
 PP3503
 PP3503.The horizontal coordinates were established by GPS observations
 PP3503.and adjusted by the MN DEPT OF TRANSP in January 2003..
 PP3503
 PP3503.The orthometric height was determined by differential leveling
 PP3503.and adjusted by the National Geodetic Survey in June 1995..
 PP3503
 PP3503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3503
 PP3503.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3503
 PP3503.The ellipsoidal height was determined by GPS observations
 PP3503.and is referenced to NAD 83.
 PP3503
 PP3503.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP3503;SPC MN S     -   228,529.474   804,892.908   MT  0.99994004   +0 02 34.4
 PP3503;UTM  15      - 4,889,710.852   424,928.403   MT  0.99966931   -0 39 14.6
 PP3503
 PP3503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3503!SPC MN S     -   0.99995609  x   0.99994004  =   0.99989614
 PP3503!UTM  15      -   0.99995609  x   0.99966931  =   0.99962542
 PP3503
 PP3503                          SUPERSEDED SURVEY CONTROL
 PP3503
 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: 15TVJ2492889711(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3503+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1999
 PP3503
 PP3503  HISTORY     - Date     Condition        Report By
 PP3503  HISTORY     - 1986     MONUMENTED       MNDT
 PP3503  HISTORY     - 19991013 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3502 ***********************************************************************
 PP3502  DESIGNATION -  0702 N
 PP3502  PID         -  PP3502
 PP3502  STATE/COUNTY-  MN/BLUE EARTH
 PP3502  USGS QUAD   -  MANKATO EAST (1993)
 PP3502
 PP3502                         *CURRENT SURVEY CONTROL
 PP3502  ___________________________________________________________________
 PP3502* NAD 83(1986)-  44 10 02.     (N)    093 56 11.     (W)     SCALED    
 PP3502* NAVD 88     -       308.451  (meters)    1011.98   (feet)  ADJUSTED  
 PP3502  ___________________________________________________________________
 PP3502  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 PP3502  DYNAMIC HT  -         308.401 (meters)    1011.81  (feet)  COMP
 PP3502  MODELED GRAV-     980,447.9   (mgal)                       NAVD 88
 PP3502
 PP3502  VERT ORDER  -  SECOND    CLASS I
 PP3502
 PP3502.The horizontal coordinates were scaled from a topographic map and have
 PP3502.an estimated accuracy of +/- 6 seconds.
 PP3502
 PP3502.The orthometric height was determined by differential leveling
 PP3502.and adjusted by the National Geodetic Survey in June 1995..
 PP3502
 PP3502.The geoid height was determined by GEOID03.
 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     -   229,690.      805,090.      MT  (+/- 180 meters Scaled)
 PP3502
 PP3502                          SUPERSEDED SURVEY CONTROL
 PP3502
 PP3502.No superseded survey control is available for this station.
 PP3502
 PP3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ251908(NAD 83)
 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_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 - October 13, 1999
 PP3502
 PP3502  HISTORY     - Date     Condition        Report By
 PP3502  HISTORY     - 1986     MONUMENTED       MNDT
 PP3502  HISTORY     - 19880620 GOOD             MNDT
 PP3502  HISTORY     - 19991013 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3505 ***********************************************************************
 PP3505  DESIGNATION -  0702 P
 PP3505  PID         -  PP3505
 PP3505  STATE/COUNTY-  MN/BLUE EARTH
 PP3505  USGS QUAD   -  MANKATO EAST (1993)
 PP3505
 PP3505                         *CURRENT SURVEY CONTROL
 PP3505  ___________________________________________________________________
 PP3505* NAD 83(1986)-  44 10 01.     (N)    093 55 23.     (W)     SCALED    
 PP3505* NAVD 88     -       311.277  (meters)    1021.25   (feet)  ADJUSTED  
 PP3505  ___________________________________________________________________
 PP3505  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 PP3505  DYNAMIC HT  -         311.226 (meters)    1021.08  (feet)  COMP
 PP3505  MODELED GRAV-     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
 PP3505.and adjusted by the National Geodetic Survey in June 1995..
 PP3505
 PP3505.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP3507 ***********************************************************************
 PP3507  DESIGNATION -  0702 R
 PP3507  PID         -  PP3507
 PP3507  STATE/COUNTY-  MN/BLUE EARTH
 PP3507  USGS QUAD   -  MANKATO EAST (1993)
 PP3507
 PP3507                         *CURRENT SURVEY CONTROL
 PP3507  ___________________________________________________________________
 PP3507* NAD 83(1996)-  44 10 02.89679(N)    093 53 32.95300(W)     ADJUSTED  
 PP3507* NAVD 88     -       309.071  (meters)    1014.01   (feet)  ADJUSTED  
 PP3507  ___________________________________________________________________
 PP3507  X           -    -311,096.289 (meters)                     COMP
 PP3507  Y           -  -4,572,160.111 (meters)                     COMP
 PP3507  Z           -   4,421,653.960 (meters)                     COMP
 PP3507  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 PP3507  ELLIP HEIGHT-         280.59  (meters)          (05/18/04) GPS OBS
 PP3507  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 PP3507  DYNAMIC HT  -         309.018 (meters)    1013.84  (feet)  COMP
 PP3507  MODELED GRAV-     980,438.6   (mgal)                       NAVD 88
 PP3507
 PP3507  HORZ ORDER  -  FIRST
 PP3507  VERT ORDER  -  SECOND    CLASS I
 PP3507  ELLP ORDER  -  THIRD     CLASS I
 PP3507
 PP3507.The horizontal coordinates were established by GPS observations
 PP3507.and adjusted by the MN DEPT OF TRANSP in May 2004..
 PP3507
 PP3507.The orthometric height was determined by differential leveling
 PP3507.and adjusted by the National Geodetic Survey in June 1995..
 PP3507
 PP3507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3507
 PP3507.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3507
 PP3507.The ellipsoidal height was determined by GPS observations
 PP3507.and is referenced to NAD 83.
 PP3507
 PP3507.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP3507;SPC MN S     -   229,725.115   808,598.393   MT  0.99993894   +0 04 31.3
 PP3507;UTM  15      - 4,890,861.009   428,647.141   MT  0.99966261   -0 37 18.7
 PP3507
 PP3507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3507!SPC MN S     -   0.99995600  x   0.99993894  =   0.99989495
 PP3507!UTM  15      -   0.99995600  x   0.99966261  =   0.99961863
 PP3507
 PP3507                          SUPERSEDED SURVEY CONTROL
 PP3507
 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_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 = OCTOBER  6, 2006
 PP3508 ***********************************************************************
 PP3508  DESIGNATION -  0702 S
 PP3508  PID         -  PP3508
 PP3508  STATE/COUNTY-  MN/BLUE EARTH
 PP3508  USGS QUAD   -  MANKATO EAST (1993)
 PP3508
 PP3508                         *CURRENT SURVEY CONTROL
 PP3508  ___________________________________________________________________
 PP3508* NAD 83(1986)-  44 09 52.     (N)    093 52 56.     (W)     SCALED    
 PP3508* NAVD 88     -       309.343  (meters)    1014.90   (feet)  ADJUSTED  
 PP3508  ___________________________________________________________________
 PP3508  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 PP3508  DYNAMIC HT  -         309.289 (meters)    1014.73  (feet)  COMP
 PP3508  MODELED GRAV-     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
 PP3508.and adjusted by the National Geodetic Survey in June 1995..
 PP3508
 PP3508.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP3513 ***********************************************************************
 PP3513  DESIGNATION -  0702 T
 PP3513  PID         -  PP3513
 PP3513  STATE/COUNTY-  MN/BLUE EARTH
 PP3513  USGS QUAD   -  MADISON LAKE (1974)
 PP3513
 PP3513                         *CURRENT SURVEY CONTROL
 PP3513  ___________________________________________________________________
 PP3513* NAD 83(1986)-  44 09 39.     (N)    093 52 00.     (W)     SCALED    
 PP3513* NAVD 88     -       306.479  (meters)    1005.51   (feet)  ADJUSTED  
 PP3513  ___________________________________________________________________
 PP3513  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 PP3513  DYNAMIC HT  -         306.425 (meters)    1005.33  (feet)  COMP
 PP3513  MODELED GRAV-     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
 PP3513.and adjusted by the National Geodetic Survey in June 1995..
 PP3513
 PP3513.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP3514 ***********************************************************************
 PP3514  DESIGNATION -  0702 U
 PP3514  PID         -  PP3514
 PP3514  STATE/COUNTY-  MN/BLUE EARTH
 PP3514  USGS QUAD   -  MADISON LAKE (1974)
 PP3514
 PP3514                         *CURRENT SURVEY CONTROL
 PP3514  ___________________________________________________________________
 PP3514* NAD 83(1986)-  44 09 30.     (N)    093 51 14.     (W)     SCALED    
 PP3514* NAVD 88     -       310.370  (meters)    1018.27   (feet)  ADJUSTED  
 PP3514  ___________________________________________________________________
 PP3514  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 PP3514  DYNAMIC HT  -         310.314 (meters)    1018.09  (feet)  COMP
 PP3514  MODELED GRAV-     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
 PP3514.and adjusted by the National Geodetic Survey in June 1995..
 PP3514
 PP3514.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP3515 ***********************************************************************
 PP3515  DESIGNATION -  0702 V
 PP3515  PID         -  PP3515
 PP3515  STATE/COUNTY-  MN/BLUE EARTH
 PP3515  USGS QUAD   -  MADISON LAKE (1974)
 PP3515
 PP3515                         *CURRENT SURVEY CONTROL
 PP3515  ___________________________________________________________________
 PP3515* NAD 83(1996)-  44 09 18.75582(N)    093 50 18.10320(W)     ADJUSTED  
 PP3515* NAVD 88     -       313.701  (meters)    1029.20   (feet)  ADJUSTED  
 PP3515  ___________________________________________________________________
 PP3515  X           -    -306,840.780 (meters)                     COMP
 PP3515  Y           -  -4,573,402.263 (meters)                     COMP
 PP3515  Z           -   4,420,679.671 (meters)                     COMP
 PP3515  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 PP3515  ELLIP HEIGHT-         285.09  (meters)          (07/31/00) GPS OBS
 PP3515  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 PP3515  DYNAMIC HT  -         313.643 (meters)    1029.01  (feet)  COMP
 PP3515  MODELED GRAV-     980,426.4   (mgal)                       NAVD 88
 PP3515
 PP3515  HORZ ORDER  -  FIRST
 PP3515  VERT ORDER  -  SECOND    CLASS I
 PP3515  ELLP ORDER  -  FOURTH    CLASS I
 PP3515
 PP3515.The horizontal coordinates were established by GPS observations
 PP3515.and adjusted by the National Geodetic Survey in July 2000..
 PP3515
 PP3515.The orthometric height was determined by differential leveling
 PP3515.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PP3515
 PP3515.The ellipsoidal height was determined by GPS observations
 PP3515.and is referenced to NAD 83.
 PP3515
 PP3515.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP3515;SPC MN S     -   228,369.898   812,929.743   MT  0.99994020   +0 06 47.9
 PP3515;UTM  15      - 4,889,453.577   432,960.467   MT  0.99965527   -0 35 02.5
 PP3515
 PP3515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3515!SPC MN S     -   0.99995530  x   0.99994020  =   0.99989550
 PP3515!UTM  15      -   0.99995530  x   0.99965527  =   0.99961058
 PP3515
 PP3515|---------------------------------------------------------------------|
 PP3515| PID    Reference Object                     Distance      Geod. Az  |
 PP3515|                                                           dddmmss.s |
 PP3515| AI6549 BENZKOFER                           399.992 METERS 09341     |
 PP3515|---------------------------------------------------------------------|
 PP3515
 PP3515                          SUPERSEDED SURVEY CONTROL
 PP3515
 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: 15TVJ3296089454(NAD 83)
 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 = OCTOBER  6, 2006
 PP3516 ***********************************************************************
 PP3516  DESIGNATION -  0702 W
 PP3516  PID         -  PP3516
 PP3516  STATE/COUNTY-  MN/BLUE EARTH
 PP3516  USGS QUAD   -  MADISON LAKE (1974)
 PP3516
 PP3516                         *CURRENT SURVEY CONTROL
 PP3516  ___________________________________________________________________
 PP3516* NAD 83(1996)-  44 09 07.83421(N)    093 49 13.70994(W)     ADJUSTED  
 PP3516* NAVD 88     -       312.896  (meters)    1026.56   (feet)  ADJUSTED  
 PP3516  ___________________________________________________________________
 PP3516  X           -    -305,428.612 (meters)                     COMP
 PP3516  Y           -  -4,573,731.530 (meters)                     COMP
 PP3516  Z           -   4,420,437.209 (meters)                     COMP
 PP3516  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 PP3516  ELLIP HEIGHT-         284.24  (meters)          (07/31/00) GPS OBS
 PP3516  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 PP3516  DYNAMIC HT  -         312.837 (meters)    1026.37  (feet)  COMP
 PP3516  MODELED GRAV-     980,422.9   (mgal)                       NAVD 88
 PP3516
 PP3516  HORZ ORDER  -  FIRST
 PP3516  VERT ORDER  -  SECOND    CLASS I
 PP3516  ELLP ORDER  -  FOURTH    CLASS I
 PP3516
 PP3516.The horizontal coordinates were established by GPS observations
 PP3516.and adjusted by the National Geodetic Survey in July 2000..
 PP3516
 PP3516.The orthometric height was determined by differential leveling
 PP3516.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PP3516
 PP3516.The ellipsoidal height was determined by GPS observations
 PP3516.and is referenced to NAD 83.
 PP3516
 PP3516.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP3516;SPC MN S     -   228,035.806   814,361.298   MT  0.99994052   +0 07 33.0
 PP3516;UTM  15      - 4,889,102.187   434,387.442   MT  0.99965294   -0 34 17.5
 PP3516
 PP3516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3516!SPC MN S     -   0.99995543  x   0.99994052  =   0.99989596
 PP3516!UTM  15      -   0.99995543  x   0.99965294  =   0.99960839
 PP3516
 PP3516:                Primary Azimuth Mark                     Grid Az
 PP3516:SPC MN S     -  0702 X                                   104 05 53.6
 PP3516:UTM  15      -  0702 X                                   104 47 44.1
 PP3516
 PP3516|---------------------------------------------------------------------|
 PP3516| PID    Reference Object                     Distance      Geod. Az  |
 PP3516|                                                           dddmmss.s |
 PP3516| PP3517 0702 X                              APPROX. 1.0 KM 1041326.6 |
 PP3516|---------------------------------------------------------------------|
 PP3516
 PP3516                          SUPERSEDED SURVEY CONTROL
 PP3516
 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_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 = OCTOBER  6, 2006
 PP3517 ***********************************************************************
 PP3517  DESIGNATION -  0702 X
 PP3517  PID         -  PP3517
 PP3517  STATE/COUNTY-  MN/BLUE EARTH
 PP3517  USGS QUAD   -  MADISON LAKE (1974)
 PP3517
 PP3517                         *CURRENT SURVEY CONTROL
 PP3517  ___________________________________________________________________
 PP3517* NAD 83(1996)-  44 08 59.78663(N)    093 48 29.62940(W)     ADJUSTED  
 PP3517* NAVD 88     -       315.553  (meters)    1035.28   (feet)  ADJUSTED  
 PP3517  ___________________________________________________________________
 PP3517  X           -    -304,462.778 (meters)                     COMP
 PP3517  Y           -  -4,573,971.232 (meters)                     COMP
 PP3517  Z           -   4,420,260.817 (meters)                     COMP
 PP3517  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 PP3517  ELLIP HEIGHT-         286.88  (meters)          (07/31/00) GPS OBS
 PP3517  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 PP3517  DYNAMIC HT  -         315.493 (meters)    1035.08  (feet)  COMP
 PP3517  MODELED GRAV-     980,420.8   (mgal)                       NAVD 88
 PP3517
 PP3517  HORZ ORDER  -  FIRST
 PP3517  VERT ORDER  -  SECOND    CLASS I
 PP3517  ELLP ORDER  -  FOURTH    CLASS I
 PP3517
 PP3517.The horizontal coordinates were established by GPS observations
 PP3517.and adjusted by the National Geodetic Survey in July 2000..
 PP3517
 PP3517.The orthometric height was determined by differential leveling
 PP3517.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PP3517
 PP3517.The ellipsoidal height was determined by GPS observations
 PP3517.and is referenced to NAD 83.
 PP3517
 PP3517.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP3517;SPC MN S     -   227,789.655   815,341.399   MT  0.99994076   +0 08 03.9
 PP3517;UTM  15      - 4,888,844.199   435,364.192   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  =   0.99989578
 PP3517!UTM  15      -   0.99995502  x   0.99965138  =   0.99960641
 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 2841357.3 |
 PP3517|---------------------------------------------------------------------|
 PP3517
 PP3517                          SUPERSEDED SURVEY CONTROL
 PP3517
 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_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 = OCTOBER  6, 2006
 PP3518 ***********************************************************************
 PP3518  DESIGNATION -  0702 Y
 PP3518  PID         -  PP3518
 PP3518  STATE/COUNTY-  MN/BLUE EARTH
 PP3518  USGS QUAD   -  MADISON LAKE (1974)
 PP3518
 PP3518                         *CURRENT SURVEY CONTROL
 PP3518  ___________________________________________________________________
 PP3518* NAD 83(1996)-  44 08 47.66584(N)    093 47 33.56826(W)     ADJUSTED  
 PP3518* NAVD 88     -       314.810  (meters)    1032.84   (feet)  ADJUSTED  
 PP3518  ___________________________________________________________________
 PP3518  X           -    -303,236.798 (meters)                     COMP
 PP3518  Y           -  -4,574,313.279 (meters)                     COMP
 PP3518  Z           -   4,419,991.829 (meters)                     COMP
 PP3518  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 PP3518  ELLIP HEIGHT-         286.11  (meters)          (07/31/00) GPS OBS
 PP3518  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 PP3518  DYNAMIC HT  -         314.750 (meters)    1032.64  (feet)  COMP
 PP3518  MODELED GRAV-     980,418.4   (mgal)                       NAVD 88
 PP3518
 PP3518  HORZ ORDER  -  FIRST
 PP3518  VERT ORDER  -  SECOND    CLASS I
 PP3518  ELLP ORDER  -  FOURTH    CLASS I
 PP3518
 PP3518.The horizontal coordinates were established by GPS observations
 PP3518.and adjusted by the National Geodetic Survey in July 2000..
 PP3518
 PP3518.The orthometric height was determined by differential leveling
 PP3518.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PP3518
 PP3518.The ellipsoidal height was determined by GPS observations
 PP3518.and is referenced to NAD 83.
 PP3518
 PP3518.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP3518;SPC MN S     -   227,418.607   816,588.135   MT  0.99994112   +0 08 43.2
 PP3518;UTM  15      - 4,888,458.116   436,605.958   MT  0.99964943   -0 33 07.6
 PP3518
 PP3518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3518!SPC MN S     -   0.99995514  x   0.99994112  =   0.99989626
 PP3518!UTM  15      -   0.99995514  x   0.99964943  =   0.99960459
 PP3518
 PP3518:                Primary Azimuth Mark                     Grid Az
 PP3518:SPC MN S     -  0702 X                                   286 34 25.6
 PP3518:UTM  15      -  0702 X                                   287 16 16.4
 PP3518
 PP3518|---------------------------------------------------------------------|
 PP3518| PID    Reference Object                     Distance      Geod. Az  |
 PP3518|                                                           dddmmss.s |
 PP3518| PP3517 0702 X                              APPROX. 1.3 KM 2864308.8 |
 PP3518|---------------------------------------------------------------------|
 PP3518
 PP3518                          SUPERSEDED SURVEY CONTROL
 PP3518
 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: 15TVJ3660688458(NAD 83)
 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 = OCTOBER  6, 2006
 PP3519 ***********************************************************************
 PP3519  DESIGNATION -  0702 Z
 PP3519  PID         -  PP3519
 PP3519  STATE/COUNTY-  MN/BLUE EARTH
 PP3519  USGS QUAD   -  MADISON LAKE (1974)
 PP3519
 PP3519                         *CURRENT SURVEY CONTROL
 PP3519  ___________________________________________________________________
 PP3519* NAD 83(1986)-  44 08 28.     (N)    093 46 37.     (W)     SCALED    
 PP3519* NAVD 88     -       315.142  (meters)    1033.93   (feet)  ADJUSTED  
 PP3519  ___________________________________________________________________
 PP3519  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 PP3519  DYNAMIC HT  -         315.081 (meters)    1033.73  (feet)  COMP
 PP3519  MODELED GRAV-     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
 PP3519.and adjusted by the National Geodetic Survey in June 1995..
 PP3519
 PP3519.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE9625 ***********************************************************************
 DE9625  DESIGNATION -  0703 C
 DE9625  PID         -  DE9625
 DE9625  STATE/COUNTY-  MN/BLUE EARTH
 DE9625  USGS QUAD   -  MAPLETON (1967)
 DE9625
 DE9625                         *CURRENT SURVEY CONTROL
 DE9625  ___________________________________________________________________
 DE9625* NAD 83(1996)-  43 54 14.30602(N)    093 55 24.77144(W)     ADJUSTED  
 DE9625* NAVD 88     -       311.803  (meters)    1022.97   (feet)  ADJUSTED  
 DE9625  ___________________________________________________________________
 DE9625  X           -    -314,967.595 (meters)                     COMP
 DE9625  Y           -  -4,592,297.155 (meters)                     COMP
 DE9625  Z           -   4,400,606.726 (meters)                     COMP
 DE9625  LAPLACE CORR-          -6.31  (seconds)                    DEFLEC99
 DE9625  ELLIP HEIGHT-         283.19  (meters)          (01/23/03) GPS OBS
 DE9625  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DE9625  DYNAMIC HT  -         311.742 (meters)    1022.77  (feet)  COMP
 DE9625  MODELED GRAV-     980,416.1   (mgal)                       NAVD 88
 DE9625
 DE9625  HORZ ORDER  -  FIRST
 DE9625  VERT ORDER  -  SECOND    CLASS I
 DE9625  ELLP ORDER  -  THIRD     CLASS II
 DE9625
 DE9625.The horizontal coordinates were established by GPS observations
 DE9625.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9625
 DE9625.The orthometric height was determined by differential leveling
 DE9625.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9625
 DE9625.The ellipsoidal height was determined by GPS observations
 DE9625.and is referenced to NAD 83.
 DE9625
 DE9625.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9625;SPC MN S     -   200,445.654   806,141.687   MT  0.99997604   +0 03 12.9
 DE9625;UTM  15      - 4,861,622.033   425,835.945   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  =   0.99962326
 DE9625
 DE9625:                Primary Azimuth Mark                     Grid Az
 DE9625:SPC MN S     -  PLUYMS                                   001 49 39.3
 DE9625:UTM  15      -  PLUYMS                                   002 31 17.9
 DE9625
 DE9625|---------------------------------------------------------------------|
 DE9625| PID    Reference Object                     Distance      Geod. Az  |
 DE9625|                                                           dddmmss.s |
 DE9625| DE9645 PLUYMS                              493.770 METERS 0015252.2 |
 DE9625|---------------------------------------------------------------------|
 DE9625
 DE9625                          SUPERSEDED SURVEY CONTROL
 DE9625
 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: 15TVJ2583661622(NAD 83)
 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 = OCTOBER  6, 2006
 DE9626 ***********************************************************************
 DE9626  DESIGNATION -  0703 F
 DE9626  PID         -  DE9626
 DE9626  STATE/COUNTY-  MN/BLUE EARTH
 DE9626  USGS QUAD   -  MAPLETON (1967)
 DE9626
 DE9626                         *CURRENT SURVEY CONTROL
 DE9626  ___________________________________________________________________
 DE9626* NAD 83(1996)-  43 53 15.95946(N)    093 53 54.31538(W)     ADJUSTED  
 DE9626* NAVD 88     -       314.241  (meters)    1030.97   (feet)  ADJUSTED  
 DE9626  ___________________________________________________________________
 DE9626  X           -    -313,038.651 (meters)                     COMP
 DE9626  Y           -  -4,593,682.285 (meters)                     COMP
 DE9626  Z           -   4,399,310.635 (meters)                     COMP
 DE9626  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 DE9626  ELLIP HEIGHT-         285.54  (meters)          (01/23/03) GPS OBS
 DE9626  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DE9626  DYNAMIC HT  -         314.178 (meters)    1030.77  (feet)  COMP
 DE9626  MODELED GRAV-     980,410.6   (mgal)                       NAVD 88
 DE9626
 DE9626  HORZ ORDER  -  FIRST
 DE9626  VERT ORDER  -  SECOND    CLASS I
 DE9626  ELLP ORDER  -  THIRD     CLASS II
 DE9626
 DE9626.The horizontal coordinates were established by GPS observations
 DE9626.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9626
 DE9626.The orthometric height was determined by differential leveling
 DE9626.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9626
 DE9626.The ellipsoidal height was determined by GPS observations
 DE9626.and is referenced to NAD 83.
 DE9626
 DE9626.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9626;SPC MN S     -   198,647.088   808,162.439   MT  0.99997901   +0 04 16.3
 DE9626;UTM  15      - 4,859,799.690   427,834.138   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  =   0.99961929
 DE9626
 DE9626:                Primary Azimuth Mark                     Grid Az
 DE9626:SPC MN S     -  0703 N                                   311 00 35.7
 DE9626:UTM  15      -  0703 N                                   311 42 14.3
 DE9626
 DE9626|---------------------------------------------------------------------|
 DE9626| PID    Reference Object                     Distance      Geod. Az  |
 DE9626|                                                           dddmmss.s |
 DE9626| DE9634 0703 N                              APPROX. 1.1 KM 3110452.0 |
 DE9626|---------------------------------------------------------------------|
 DE9626
 DE9626                          SUPERSEDED SURVEY CONTROL
 DE9626
 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: 15TVJ2783459800(NAD 83)
 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 = OCTOBER  6, 2006
 DE9624 ***********************************************************************
 DE9624  DESIGNATION -  0703 L
 DE9624  PID         -  DE9624
 DE9624  STATE/COUNTY-  MN/BLUE EARTH
 DE9624  USGS QUAD   -  MAPLETON (1967)
 DE9624
 DE9624                         *CURRENT SURVEY CONTROL
 DE9624  ___________________________________________________________________
 DE9624* NAD 83(1996)-  43 55 14.07125(N)    093 56 38.66824(W)     ADJUSTED  
 DE9624* NAVD 88     -       313.386  (meters)    1028.17   (feet)  ADJUSTED  
 DE9624  ___________________________________________________________________
 DE9624  X           -    -316,524.902 (meters)                     COMP
 DE9624  Y           -  -4,590,908.848 (meters)                     COMP
 DE9624  Z           -   4,401,936.781 (meters)                     COMP
 DE9624  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 DE9624  ELLIP HEIGHT-         284.84  (meters)          (01/23/03) GPS OBS
 DE9624  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DE9624  DYNAMIC HT  -         313.327 (meters)    1027.97  (feet)  COMP
 DE9624  MODELED GRAV-     980,421.1   (mgal)                       NAVD 88
 DE9624
 DE9624  HORZ ORDER  -  FIRST
 DE9624  VERT ORDER  -  SECOND    CLASS I
 DE9624  ELLP ORDER  -  THIRD     CLASS II
 DE9624
 DE9624.The horizontal coordinates were established by GPS observations
 DE9624.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9624
 DE9624.The orthometric height was determined by differential leveling
 DE9624.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9624
 DE9624.The ellipsoidal height was determined by GPS observations
 DE9624.and is referenced to NAD 83.
 DE9624
 DE9624.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9624;SPC MN S     -   202,288.867   804,491.429   MT  0.99997309   +0 02 21.1
 DE9624;UTM  15      - 4,863,484.533   424,208.632   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  =   0.99962600
 DE9624
 DE9624                          SUPERSEDED SURVEY CONTROL
 DE9624
 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: 15TVJ2420963485(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2049 ***********************************************************************
 PP2049  DESIGNATION -  0703 M A
 PP2049  PID         -  PP2049
 PP2049  STATE/COUNTY-  MN/BLUE EARTH
 PP2049  USGS QUAD   -  MANKATO EAST (1993)
 PP2049
 PP2049                         *CURRENT SURVEY CONTROL
 PP2049  ___________________________________________________________________
 PP2049* NAD 83(1986)-  44 10 29.     (N)    093 59 54.     (W)     SCALED    
 PP2049* NAVD 88     -       240.163  (meters)     787.93   (feet)  ADJUSTED  
 PP2049  ___________________________________________________________________
 PP2049  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 PP2049  DYNAMIC HT  -         240.128 (meters)     787.82  (feet)  COMP
 PP2049  MODELED GRAV-     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
 PP2049.and adjusted by the National Geodetic Survey in June 1991..
 PP2049
 PP2049.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 PP2049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP2049_SP_SET: RAILROAD SIGNAL
 PP2049_STAMPING: 07M 3A 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 = OCTOBER  6, 2006
 DE9634 ***********************************************************************
 DE9634  DESIGNATION -  0703 N
 DE9634  PID         -  DE9634
 DE9634  STATE/COUNTY-  MN/BLUE EARTH
 DE9634  USGS QUAD   -  MAPLETON (1967)
 DE9634
 DE9634                         *CURRENT SURVEY CONTROL
 DE9634  ___________________________________________________________________
 DE9634* NAD 83(1996)-  43 53 38.69887(N)    093 54 30.38813(W)     ADJUSTED  
 DE9634* NAVD 88     -       313.561  (meters)    1028.74   (feet)  ADJUSTED  
 DE9634  ___________________________________________________________________
 DE9634  X           -    -313,808.817 (meters)                     COMP
 DE9634  Y           -  -4,593,141.543 (meters)                     COMP
 DE9634  Z           -   4,399,815.987 (meters)                     COMP
 DE9634  LAPLACE CORR-          -6.25  (seconds)                    DEFLEC99
 DE9634  ELLIP HEIGHT-         284.89  (meters)          (01/23/03) GPS OBS
 DE9634  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DE9634  DYNAMIC HT  -         313.499 (meters)    1028.54  (feet)  COMP
 DE9634  MODELED GRAV-     980,413.3   (mgal)                       NAVD 88
 DE9634
 DE9634  HORZ ORDER  -  FIRST
 DE9634  VERT ORDER  -  SECOND    CLASS I
 DE9634  ELLP ORDER  -  THIRD     CLASS II
 DE9634
 DE9634.The horizontal coordinates were established by GPS observations
 DE9634.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9634
 DE9634.The orthometric height was determined by differential leveling
 DE9634.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9634
 DE9634.The ellipsoidal height was determined by GPS observations
 DE9634.and is referenced to NAD 83.
 DE9634
 DE9634.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9634;SPC MN S     -   199,347.949   807,356.474   MT  0.99997784   +0 03 51.0
 DE9634;UTM  15      - 4,860,510.040   427,036.972   MT  0.99966548   -0 37 47.5
 DE9634
 DE9634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9634!SPC MN S     -   0.99995533  x   0.99997784  =   0.99993317
 DE9634!UTM  15      -   0.99995533  x   0.99966548  =   0.99962082
 DE9634
 DE9634:                Primary Azimuth Mark                     Grid Az
 DE9634:SPC MN S     -  0703 F                                   131 00 36.0
 DE9634:UTM  15      -  0703 F                                   131 42 14.5
 DE9634
 DE9634|---------------------------------------------------------------------|
 DE9634| PID    Reference Object                     Distance      Geod. Az  |
 DE9634|                                                           dddmmss.s |
 DE9634| DE9626 0703 F                              APPROX. 1.1 KM 1310427.0 |
 DE9634|---------------------------------------------------------------------|
 DE9634
 DE9634                          SUPERSEDED SURVEY CONTROL
 DE9634
 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: 15TVJ2703760510(NAD 83)
 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 = OCTOBER  6, 2006
 DE9627 ***********************************************************************
 DE9627  DESIGNATION -  0703 P
 DE9627  PID         -  DE9627
 DE9627  STATE/COUNTY-  MN/BLUE EARTH
 DE9627  USGS QUAD   -  MINNESOTA LAKE (1977)
 DE9627
 DE9627                         *CURRENT SURVEY CONTROL
 DE9627  ___________________________________________________________________
 DE9627* NAD 83(1996)-  43 51 45.53941(N)    093 51 28.50911(W)     ADJUSTED  
 DE9627* NAVD 88     -       315.252  (meters)    1034.29   (feet)  ADJUSTED  
 DE9627  ___________________________________________________________________
 DE9627  X           -    -309,921.538 (meters)                     COMP
 DE9627  Y           -  -4,595,832.970 (meters)                     COMP
 DE9627  Z           -   4,397,299.469 (meters)                     COMP
 DE9627  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 DE9627  ELLIP HEIGHT-         286.42  (meters)          (01/23/03) GPS OBS
 DE9627  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DE9627  DYNAMIC HT  -         315.187 (meters)    1034.08  (feet)  COMP
 DE9627  MODELED GRAV-     980,402.1   (mgal)                       NAVD 88
 DE9627
 DE9627  HORZ ORDER  -  FIRST
 DE9627  VERT ORDER  -  SECOND    CLASS I
 DE9627  ELLP ORDER  -  THIRD     CLASS II
 DE9627
 DE9627.The horizontal coordinates were established by GPS observations
 DE9627.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9627
 DE9627.The orthometric height was determined by differential leveling
 DE9627.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9627
 DE9627.The ellipsoidal height was determined by GPS observations
 DE9627.and is referenced to NAD 83.
 DE9627
 DE9627.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9627;SPC MN S     -   195,861.286   811,421.825   MT  0.99998376   +0 05 58.5
 DE9627;UTM  15      - 4,856,975.514   431,058.507   MT  0.99965846   -0 35 40.2
 DE9627
 DE9627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9627!SPC MN S     -   0.99995509  x   0.99998376  =   0.99993885
 DE9627!UTM  15      -   0.99995509  x   0.99965846  =   0.99961356
 DE9627
 DE9627:                Primary Azimuth Mark                     Grid Az
 DE9627:SPC MN S     -  0703 Q                                   131 09 36.2
 DE9627:UTM  15      -  0703 Q                                   131 51 14.9
 DE9627
 DE9627|---------------------------------------------------------------------|
 DE9627| PID    Reference Object                     Distance      Geod. Az  |
 DE9627|                                                           dddmmss.s |
 DE9627| DE9628 0703 Q                              APPROX. 1.2 KM 1311534.7 |
 DE9627|---------------------------------------------------------------------|
 DE9627
 DE9627                          SUPERSEDED SURVEY CONTROL
 DE9627
 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: 15TVJ3105956976(NAD 83)
 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 = OCTOBER  6, 2006
 DE9628 ***********************************************************************
 DE9628  DESIGNATION -  0703 Q
 DE9628  PID         -  DE9628
 DE9628  STATE/COUNTY-  MN/BLUE EARTH
 DE9628  USGS QUAD   -  MINNESOTA LAKE (1977)
 DE9628
 DE9628                         *CURRENT SURVEY CONTROL
 DE9628  ___________________________________________________________________
 DE9628* NAD 83(1996)-  43 51 19.41503(N)    093 50 47.35931(W)     ADJUSTED  
 DE9628* NAVD 88     -       318.641  (meters)    1045.41   (feet)  ADJUSTED  
 DE9628  ___________________________________________________________________
 DE9628  X           -    -309,042.306 (meters)                     COMP
 DE9628  Y           -  -4,596,454.564 (meters)                     COMP
 DE9628  Z           -   4,396,720.393 (meters)                     COMP
 DE9628  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 DE9628  ELLIP HEIGHT-         289.78  (meters)          (01/23/03) GPS OBS
 DE9628  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DE9628  DYNAMIC HT  -         318.574 (meters)    1045.19  (feet)  COMP
 DE9628  MODELED GRAV-     980,399.7   (mgal)                       NAVD 88
 DE9628
 DE9628  HORZ ORDER  -  FIRST
 DE9628  VERT ORDER  -  SECOND    CLASS I
 DE9628  ELLP ORDER  -  THIRD     CLASS II
 DE9628
 DE9628.The horizontal coordinates were established by GPS observations
 DE9628.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9628
 DE9628.The orthometric height was determined by differential leveling
 DE9628.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9628
 DE9628.The ellipsoidal height was determined by GPS observations
 DE9628.and is referenced to NAD 83.
 DE9628
 DE9628.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9628;SPC MN S     -   195,056.665   812,342.232   MT  0.99998517   +0 06 27.4
 DE9628;UTM  15      - 4,856,160.069   431,968.802   MT  0.99965692   -0 35 11.4
 DE9628
 DE9628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9628!SPC MN S     -   0.99995456  x   0.99998517  =   0.99993973
 DE9628!UTM  15      -   0.99995456  x   0.99965692  =   0.99961150
 DE9628
 DE9628:                Primary Azimuth Mark                     Grid Az
 DE9628:SPC MN S     -  0703 P                                   311 09 35.8
 DE9628:UTM  15      -  0703 P                                   311 51 14.6
 DE9628
 DE9628|---------------------------------------------------------------------|
 DE9628| PID    Reference Object                     Distance      Geod. Az  |
 DE9628|                                                           dddmmss.s |
 DE9628| DE9627 0703 P                              APPROX. 1.2 KM 3111603.2 |
 DE9628|---------------------------------------------------------------------|
 DE9628
 DE9628                          SUPERSEDED SURVEY CONTROL
 DE9628
 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: 15TVJ3196956160(NAD 83)
 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 = OCTOBER  6, 2006
 DE9623 ***********************************************************************
 DE9623  DESIGNATION -  0704 A 1
 DE9623  PID         -  DE9623
 DE9623  STATE/COUNTY-  MN/BLUE EARTH
 DE9623  USGS QUAD   -  MAPLETON (1967)
 DE9623
 DE9623                         *CURRENT SURVEY CONTROL
 DE9623  ___________________________________________________________________
 DE9623* NAD 83(1996)-  43 56 03.93827(N)    093 57 29.38725(W)     ADJUSTED  
 DE9623* NAVD 88     -       309.055  (meters)    1013.96   (feet)  ADJUSTED  
 DE9623  ___________________________________________________________________
 DE9623  X           -    -317,579.843 (meters)                     COMP
 DE9623  Y           -  -4,589,762.561 (meters)                     COMP
 DE9623  Z           -   4,403,042.357 (meters)                     COMP
 DE9623  LAPLACE CORR-          -6.03  (seconds)                    DEFLEC99
 DE9623  ELLIP HEIGHT-         280.57  (meters)          (01/23/03) GPS OBS
 DE9623  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DE9623  DYNAMIC HT  -         308.997 (meters)    1013.77  (feet)  COMP
 DE9623  MODELED GRAV-     980,424.7   (mgal)                       NAVD 88
 DE9623
 DE9623  HORZ ORDER  -  FIRST
 DE9623  VERT ORDER  -  SECOND    CLASS I
 DE9623  ELLP ORDER  -  THIRD     CLASS II
 DE9623
 DE9623.The horizontal coordinates were established by GPS observations
 DE9623.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9623
 DE9623.The orthometric height was determined by differential leveling
 DE9623.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9623
 DE9623.The ellipsoidal height was determined by GPS observations
 DE9623.and is referenced to NAD 83.
 DE9623
 DE9623.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9623;SPC MN S     -   203,827.249   803,359.171   MT  0.99997069   +0 01 45.6
 DE9623;UTM  15      - 4,865,036.053   423,095.429   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  =   0.99962876
 DE9623
 DE9623:                Primary Azimuth Mark                     Grid Az
 DE9623:SPC MN S     -  0704 B                                   359 54 31.1
 DE9623:UTM  15      -  0704 B                                   000 36 10.1
 DE9623
 DE9623|---------------------------------------------------------------------|
 DE9623| PID    Reference Object                     Distance      Geod. Az  |
 DE9623|                                                           dddmmss.s |
 DE9623| DE9622 0704 B                              APPROX. 1.8 KM 3595616.7 |
 DE9623|---------------------------------------------------------------------|
 DE9623
 DE9623                          SUPERSEDED SURVEY CONTROL
 DE9623
 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_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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9622 ***********************************************************************
 DE9622  DESIGNATION -  0704 B
 DE9622  PID         -  DE9622
 DE9622  STATE/COUNTY-  MN/BLUE EARTH
 DE9622  USGS QUAD   -  MAPLETON (1967)
 DE9622
 DE9622                         *CURRENT SURVEY CONTROL
 DE9622  ___________________________________________________________________
 DE9622* NAD 83(1996)-  43 57 01.44899(N)    093 57 29.47342(W)     ADJUSTED  
 DE9622* NAVD 88     -       314.115  (meters)    1030.56   (feet)  ADJUSTED  
 DE9622  ___________________________________________________________________
 DE9622  X           -    -317,496.982 (meters)                     COMP
 DE9622  Y           -  -4,588,537.196 (meters)                     COMP
 DE9622  Z           -   4,404,324.008 (meters)                     COMP
 DE9622  LAPLACE CORR-          -6.17  (seconds)                    DEFLEC99
 DE9622  ELLIP HEIGHT-         285.63  (meters)          (01/23/03) GPS OBS
 DE9622  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DE9622  DYNAMIC HT  -         314.058 (meters)    1030.37  (feet)  COMP
 DE9622  MODELED GRAV-     980,427.0   (mgal)                       NAVD 88
 DE9622
 DE9622  HORZ ORDER  -  FIRST
 DE9622  VERT ORDER  -  SECOND    CLASS I
 DE9622  ELLP ORDER  -  THIRD     CLASS II
 DE9622
 DE9622.The horizontal coordinates were established by GPS observations
 DE9622.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9622
 DE9622.The orthometric height was determined by differential leveling
 DE9622.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9622
 DE9622.The ellipsoidal height was determined by GPS observations
 DE9622.and is referenced to NAD 83.
 DE9622
 DE9622.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9622;SPC MN S     -   205,602.215   803,356.342   MT  0.99996799   +0 01 45.5
 DE9622;UTM  15      - 4,866,810.397   423,114.101   MT  0.99967271   -0 39 54.2
 DE9622
 DE9622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9622!SPC MN S     -   0.99995521  x   0.99996799  =   0.99992320
 DE9622!UTM  15      -   0.99995521  x   0.99967271  =   0.99962794
 DE9622
 DE9622:                Primary Azimuth Mark                     Grid Az
 DE9622:SPC MN S     -  0704 A 1                                 179 54 31.2
 DE9622:UTM  15      -  0704 A 1                                 180 36 10.9
 DE9622
 DE9622|---------------------------------------------------------------------|
 DE9622| PID    Reference Object                     Distance      Geod. Az  |
 DE9622|                                                           dddmmss.s |
 DE9622| DE9623 0704 A 1                            APPROX. 1.8 KM 1795616.7 |
 DE9622| DE9644 ASGROW                              APPROX. 0.5 KM 1801548.8 |
 DE9622| DE9621 0704 C                              APPROX. 1.5 KM 3585913.1 |
 DE9622|---------------------------------------------------------------------|
 DE9622
 DE9622                          SUPERSEDED SURVEY CONTROL
 DE9622
 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_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 = OCTOBER  6, 2006
 DE9621 ***********************************************************************
 DE9621  DESIGNATION -  0704 C
 DE9621  PID         -  DE9621
 DE9621  STATE/COUNTY-  MN/BLUE EARTH
 DE9621  USGS QUAD   -  MAPLETON (1967)
 DE9621
 DE9621                         *CURRENT SURVEY CONTROL
 DE9621  ___________________________________________________________________
 DE9621* NAD 83(1996)-  43 57 50.81678(N)    093 57 30.68202(W)     ADJUSTED  
 DE9621* NAVD 88     -       312.446  (meters)    1025.08   (feet)  ADJUSTED  
 DE9621  ___________________________________________________________________
 DE9621  X           -    -317,450.770 (meters)                     COMP
 DE9621  Y           -  -4,587,478.993 (meters)                     COMP
 DE9621  Z           -   4,405,419.760 (meters)                     COMP
 DE9621  LAPLACE CORR-          -6.20  (seconds)                    DEFLEC99
 DE9621  ELLIP HEIGHT-         283.98  (meters)          (01/23/03) GPS OBS
 DE9621  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DE9621  DYNAMIC HT  -         312.390 (meters)    1024.90  (feet)  COMP
 DE9621  MODELED GRAV-     980,429.0   (mgal)                       NAVD 88
 DE9621
 DE9621  HORZ ORDER  -  FIRST
 DE9621  VERT ORDER  -  SECOND    CLASS I
 DE9621  ELLP ORDER  -  THIRD     CLASS II
 DE9621
 DE9621.The horizontal coordinates were established by GPS observations
 DE9621.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9621
 DE9621.The orthometric height was determined by differential leveling
 DE9621.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9621
 DE9621.The ellipsoidal height was determined by GPS observations
 DE9621.and is referenced to NAD 83.
 DE9621
 DE9621.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9621;SPC MN S     -   207,125.852   803,328.620   MT  0.99996573   +0 01 44.7
 DE9621;UTM  15      - 4,868,333.810   423,104.850   MT  0.99967272   -0 39 55.6
 DE9621
 DE9621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9621!SPC MN S     -   0.99995547  x   0.99996573  =   0.99992120
 DE9621!UTM  15      -   0.99995547  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  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: 15TVJ2310568334(NAD 83)
 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 = OCTOBER  6, 2006
 DE9620 ***********************************************************************
 DE9620  DESIGNATION -  0704 D
 DE9620  PID         -  DE9620
 DE9620  STATE/COUNTY-  MN/BLUE EARTH
 DE9620  USGS QUAD   -  MAPLETON (1967)
 DE9620
 DE9620                         *CURRENT SURVEY CONTROL
 DE9620  ___________________________________________________________________
 DE9620* NAD 83(1996)-  43 58 40.17030(N)    093 57 28.97147(W)     ADJUSTED  
 DE9620* NAVD 88     -       307.680  (meters)    1009.45   (feet)  ADJUSTED  
 DE9620  ___________________________________________________________________
 DE9620  X           -    -317,339.485 (meters)                     COMP
 DE9620  Y           -  -4,586,423.091 (meters)                     COMP
 DE9620  Z           -   4,406,512.785 (meters)                     COMP
 DE9620  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 DE9620  ELLIP HEIGHT-         279.22  (meters)          (01/23/03) GPS OBS
 DE9620  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DE9620  DYNAMIC HT  -         307.625 (meters)    1009.27  (feet)  COMP
 DE9620  MODELED GRAV-     980,430.8   (mgal)                       NAVD 88
 DE9620
 DE9620  HORZ ORDER  -  FIRST
 DE9620  VERT ORDER  -  SECOND    CLASS I
 DE9620  ELLP ORDER  -  THIRD     CLASS II
 DE9620
 DE9620.The horizontal coordinates were established by GPS observations
 DE9620.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9620
 DE9620.The orthometric height was determined by differential leveling
 DE9620.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9620
 DE9620.The ellipsoidal height was determined by GPS observations
 DE9620.and is referenced to NAD 83.
 DE9620
 DE9620.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9620;SPC MN S     -   208,649.082   803,365.970   MT  0.99996354   +0 01 45.9
 DE9620;UTM  15      - 4,869,856.030   423,160.647   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  =   0.99991976
 DE9620!UTM  15      -   0.99995622  x   0.99967262  =   0.99962885
 DE9620
 DE9620:                Primary Azimuth Mark                     Grid Az
 DE9620:SPC MN S     -  0704 C                                   181 24 16.6
 DE9620:UTM  15      -  0704 C                                   182 05 57.5
 DE9620
 DE9620|---------------------------------------------------------------------|
 DE9620| PID    Reference Object                     Distance      Geod. Az  |
 DE9620|                                                           dddmmss.s |
 DE9620| DE9621 0704 C                              APPROX. 1.5 KM 1812602.5 |
 DE9620|---------------------------------------------------------------------|
 DE9620
 DE9620                          SUPERSEDED SURVEY CONTROL
 DE9620
 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: 15TVJ2316169856(NAD 83)
 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 = OCTOBER  6, 2006
 DE9619 ***********************************************************************
 DE9619  DESIGNATION -  0704 E
 DE9619  PID         -  DE9619
 DE9619  STATE/COUNTY-  MN/BLUE EARTH
 DE9619  USGS QUAD   -  MAPLETON (1967)
 DE9619
 DE9619                         *CURRENT SURVEY CONTROL
 DE9619  ___________________________________________________________________
 DE9619* NAD 83(1996)-  43 59 32.61334(N)    093 57 28.55312(W)     ADJUSTED  
 DE9619* NAVD 88     -       305.395  (meters)    1001.95   (feet)  ADJUSTED  
 DE9619  ___________________________________________________________________
 DE9619  X           -    -317,252.478 (meters)                     COMP
 DE9619  Y           -  -4,585,300.648 (meters)                     COMP
 DE9619  Z           -   4,407,675.892 (meters)                     COMP
 DE9619  LAPLACE CORR-          -5.91  (seconds)                    DEFLEC99
 DE9619  ELLIP HEIGHT-         276.95  (meters)          (01/23/03) GPS OBS
 DE9619  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DE9619  DYNAMIC HT  -         305.341 (meters)    1001.77  (feet)  COMP
 DE9619  MODELED GRAV-     980,432.9   (mgal)                       NAVD 88
 DE9619
 DE9619  HORZ ORDER  -  FIRST
 DE9619  VERT ORDER  -  SECOND    CLASS I
 DE9619  ELLP ORDER  -  THIRD     CLASS II
 DE9619
 DE9619.The horizontal coordinates were established by GPS observations
 DE9619.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9619
 DE9619.The orthometric height was determined by differential leveling
 DE9619.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9619
 DE9619.The ellipsoidal height was determined by GPS observations
 DE9619.and is referenced to NAD 83.
 DE9619
 DE9619.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9619;SPC MN S     -   210,267.650   803,374.461   MT  0.99996126   +0 01 46.2
 DE9619;UTM  15      - 4,871,473.908   423,188.756   MT  0.99967256   -0 39 55.4
 DE9619
 DE9619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9619!SPC MN S     -   0.99995657  x   0.99996126  =   0.99991784
 DE9619!UTM  15      -   0.99995657  x   0.99967256  =   0.99962915
 DE9619
 DE9619|---------------------------------------------------------------------|
 DE9619| PID    Reference Object                     Distance      Geod. Az  |
 DE9619|                                                           dddmmss.s |
 DE9619| DE9642 BEAUFORD                            278.667 METERS 08305     |
 DE9619| DE9620 0704 D                              APPROX. 1.6 KM 1801948.2 |
 DE9619| DE9643 MEDO                                433.326 METERS 2744759.6 |
 DE9619|---------------------------------------------------------------------|
 DE9619
 DE9619                          SUPERSEDED SURVEY CONTROL
 DE9619
 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: 15TVJ2318971474(NAD 83)
 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 = OCTOBER  6, 2006
 DE9618 ***********************************************************************
 DE9618  DESIGNATION -  0704 F 1
 DE9618  PID         -  DE9618
 DE9618  STATE/COUNTY-  MN/BLUE EARTH
 DE9618  USGS QUAD   -  BEAUFORD (1974)
 DE9618
 DE9618                         *CURRENT SURVEY CONTROL
 DE9618  ___________________________________________________________________
 DE9618* NAD 83(1996)-  44 00 25.69565(N)    093 57 31.18417(W)     ADJUSTED  
 DE9618* NAVD 88     -       307.855  (meters)    1010.02   (feet)  ADJUSTED  
 DE9618  ___________________________________________________________________
 DE9618  X           -    -317,232.516 (meters)                     COMP
 DE9618  Y           -  -4,584,162.951 (meters)                     COMP
 DE9618  Z           -   4,408,856.208 (meters)                     COMP
 DE9618  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 DE9618  ELLIP HEIGHT-         279.43  (meters)          (01/23/03) GPS OBS
 DE9618  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DE9618  DYNAMIC HT  -         307.801 (meters)    1009.84  (feet)  COMP
 DE9618  MODELED GRAV-     980,435.1   (mgal)                       NAVD 88
 DE9618
 DE9618  HORZ ORDER  -  FIRST
 DE9618  VERT ORDER  -  SECOND    CLASS I
 DE9618  ELLP ORDER  -  THIRD     CLASS II
 DE9618
 DE9618.The horizontal coordinates were established by GPS observations
 DE9618.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9618
 DE9618.The orthometric height was determined by differential leveling
 DE9618.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9618
 DE9618.The ellipsoidal height was determined by GPS observations
 DE9618.and is referenced to NAD 83.
 DE9618
 DE9618.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9618;SPC MN S     -   211,905.915   803,315.009   MT  0.99995903   +0 01 44.3
 DE9618;UTM  15      - 4,873,112.301   423,149.189   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  =   0.99962884
 DE9618
 DE9618:                Primary Azimuth Mark                     Grid Az
 DE9618:SPC MN S     -  0704 E                                   177 55 18.0
 DE9618:UTM  15      -  0704 E                                   178 37 00.1
 DE9618
 DE9618|---------------------------------------------------------------------|
 DE9618| PID    Reference Object                     Distance      Geod. Az  |
 DE9618|                                                           dddmmss.s |
 DE9618| DE9619 0704 E                              APPROX. 1.6 KM 1775702.3 |
 DE9618|---------------------------------------------------------------------|
 DE9618
 DE9618                          SUPERSEDED SURVEY CONTROL
 DE9618
 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_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 = OCTOBER  6, 2006
 DF8259 ***********************************************************************
 DF8259  DESIGNATION -  0704 G
 DF8259  PID         -  DF8259
 DF8259  STATE/COUNTY-  MN/BLUE EARTH
 DF8259  USGS QUAD   -  BEAUFORD (1974)
 DF8259
 DF8259                         *CURRENT SURVEY CONTROL
 DF8259  ___________________________________________________________________
 DF8259* NAD 83(1986)-  44 01 12.     (N)    093 57 31.     (W)     SCALED    
 DF8259* NAVD 88     -       306.615  (meters)    1005.95   (feet)  ADJUSTED  
 DF8259  ___________________________________________________________________
 DF8259  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DF8259  DYNAMIC HT  -         306.562 (meters)    1005.78  (feet)  COMP
 DF8259  MODELED GRAV-     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
 DF8259.and adjusted by the National Geodetic Survey in August 2004..
 DF8259
 DF8259.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF8267 ***********************************************************************
 DF8267  DESIGNATION -  0704 H
 DF8267  PID         -  DF8267
 DF8267  STATE/COUNTY-  MN/BLUE EARTH
 DF8267  USGS QUAD   -  BEAUFORD (1974)
 DF8267
 DF8267                         *CURRENT SURVEY CONTROL
 DF8267  ___________________________________________________________________
 DF8267* NAD 83(1986)-  44 02 09.     (N)    093 57 32.     (W)     SCALED    
 DF8267* NAVD 88     -       308.616  (meters)    1012.52   (feet)  ADJUSTED  
 DF8267  ___________________________________________________________________
 DF8267  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DF8267  DYNAMIC HT  -         308.563 (meters)    1012.34  (feet)  COMP
 DF8267  MODELED GRAV-     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
 DF8267.and adjusted by the National Geodetic Survey in August 2004..
 DF8267
 DF8267.The geoid height was determined by GEOID03.
 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: 15TVJ231763(NAD 83)
 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 = OCTOBER  6, 2006
 DE9617 ***********************************************************************
 DE9617  DESIGNATION -  0704 H 1
 DE9617  PID         -  DE9617
 DE9617  STATE/COUNTY-  MN/BLUE EARTH
 DE9617  USGS QUAD   -  BEAUFORD (1974)
 DE9617
 DE9617                         *CURRENT SURVEY CONTROL
 DE9617  ___________________________________________________________________
 DE9617* NAD 83(1996)-  44 02 10.91801(N)    093 57 32.81636(W)     ADJUSTED  
 DE9617* NAVD 88     -       307.418  (meters)    1008.59   (feet)  ADJUSTED  
 DE9617  ___________________________________________________________________
 DE9617  X           -    -317,112.937 (meters)                     COMP
 DE9617  Y           -  -4,581,908.533 (meters)                     COMP
 DE9617  Z           -   4,411,191.326 (meters)                     COMP
 DE9617  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 DE9617  ELLIP HEIGHT-         279.01  (meters)          (01/23/03) GPS OBS
 DE9617  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DE9617  DYNAMIC HT  -         307.365 (meters)    1008.41  (feet)  COMP
 DE9617  MODELED GRAV-     980,437.4   (mgal)                       NAVD 88
 DE9617
 DE9617  HORZ ORDER  -  FIRST
 DE9617  VERT ORDER  -  SECOND    CLASS I
 DE9617  ELLP ORDER  -  THIRD     CLASS II
 DE9617
 DE9617.The horizontal coordinates were established by GPS observations
 DE9617.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9617
 DE9617.The orthometric height was determined by differential leveling
 DE9617.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9617
 DE9617.The ellipsoidal height was determined by GPS observations
 DE9617.and is referenced to NAD 83.
 DE9617
 DE9617.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9617;SPC MN S     -   215,153.405   803,277.026   MT  0.99995479   +0 01 43.2
 DE9617;UTM  15      - 4,876,359.090   423,150.612   MT  0.99967263   -0 40 00.2
 DE9617
 DE9617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9617!SPC MN S     -   0.99995625  x   0.99995479  =   0.99991104
 DE9617!UTM  15      -   0.99995625  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  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: 15TVJ2315176359(NAD 83)
 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 = OCTOBER  6, 2006
 DF8262 ***********************************************************************
 DF8262  DESIGNATION -  0704 I
 DF8262  PID         -  DF8262
 DF8262  STATE/COUNTY-  MN/BLUE EARTH
 DF8262  USGS QUAD   -  BEAUFORD (1974)
 DF8262
 DF8262                         *CURRENT SURVEY CONTROL
 DF8262  ___________________________________________________________________
 DF8262* NAD 83(1986)-  44 02 54.     (N)    093 57 29.     (W)     SCALED    
 DF8262* NAVD 88     -       307.763  (meters)    1009.72   (feet)  ADJUSTED  
 DF8262  ___________________________________________________________________
 DF8262  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DF8262  DYNAMIC HT  -         307.710 (meters)    1009.55  (feet)  COMP
 DF8262  MODELED GRAV-     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
 DF8262.and adjusted by the National Geodetic Survey in August 2004..
 DF8262
 DF8262.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE9635 ***********************************************************************
 DE9635  DESIGNATION -  0704 I 1
 DE9635  PID         -  DE9635
 DE9635  STATE/COUNTY-  MN/BLUE EARTH
 DE9635  USGS QUAD   -  BEAUFORD (1974)
 DE9635
 DE9635                         *CURRENT SURVEY CONTROL
 DE9635  ___________________________________________________________________
 DE9635* NAD 83(1996)-  44 03 03.67954(N)    093 57 32.12700(W)     ADJUSTED  
 DE9635* NAVD 88     -       304.509  (meters)     999.04   (feet)  ADJUSTED  
 DE9635  ___________________________________________________________________
 DE9635  X           -    -317,019.313 (meters)                     COMP
 DE9635  Y           -  -4,580,778.049 (meters)                     COMP
 DE9635  Z           -   4,412,359.929 (meters)                     COMP
 DE9635  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 DE9635  ELLIP HEIGHT-         276.12  (meters)          (01/23/03) GPS OBS
 DE9635  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DE9635  DYNAMIC HT  -         304.457 (meters)     998.87  (feet)  COMP
 DE9635  MODELED GRAV-     980,438.6   (mgal)                       NAVD 88
 DE9635
 DE9635  HORZ ORDER  -  FIRST
 DE9635  VERT ORDER  -  SECOND    CLASS I
 DE9635  ELLP ORDER  -  THIRD     CLASS II
 DE9635
 DE9635.The horizontal coordinates were established by GPS observations
 DE9635.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9635
 DE9635.The orthometric height was determined by differential leveling
 DE9635.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9635
 DE9635.The ellipsoidal height was determined by GPS observations
 DE9635.and is referenced to NAD 83.
 DE9635
 DE9635.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9635;SPC MN S     -   216,781.809   803,291.556   MT  0.99995276   +0 01 43.6
 DE9635;UTM  15      - 4,877,986.739   423,184.897   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  =   0.99990947
 DE9635!UTM  15      -   0.99995671  x   0.99967257  =   0.99962929
 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  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: 15TVJ2318577987(NAD 83)
 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 = OCTOBER  6, 2006
 DE9616 ***********************************************************************
 DE9616  DESIGNATION -  0704 J
 DE9616  PID         -  DE9616
 DE9616  STATE/COUNTY-  MN/BLUE EARTH
 DE9616  USGS QUAD   -  BEAUFORD (1974)
 DE9616
 DE9616                         *CURRENT SURVEY CONTROL
 DE9616  ___________________________________________________________________
 DE9616* NAD 83(1996)-  44 03 42.37991(N)    093 57 32.09648(W)     ADJUSTED  
 DE9616* NAVD 88     -       306.640  (meters)    1006.03   (feet)  ADJUSTED  
 DE9616  ___________________________________________________________________
 DE9616  X           -    -316,961.393 (meters)                     COMP
 DE9616  Y           -  -4,579,950.968 (meters)                     COMP
 DE9616  Z           -   4,413,219.867 (meters)                     COMP
 DE9616  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 DE9616  ELLIP HEIGHT-         278.25  (meters)          (01/23/03) GPS OBS
 DE9616  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DE9616  DYNAMIC HT  -         306.588 (meters)    1005.86  (feet)  COMP
 DE9616  MODELED GRAV-     980,439.6   (mgal)                       NAVD 88
 DE9616
 DE9616  HORZ ORDER  -  FIRST
 DE9616  VERT ORDER  -  SECOND    CLASS I
 DE9616  ELLP ORDER  -  THIRD     CLASS II
 DE9616
 DE9616.The horizontal coordinates were established by GPS observations
 DE9616.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9616
 DE9616.The orthometric height was determined by differential leveling
 DE9616.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9616
 DE9616.The ellipsoidal height was determined by GPS observations
 DE9616.and is referenced to NAD 83.
 DE9616
 DE9616.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9616;SPC MN S     -   217,976.231   803,291.635   MT  0.99995131   +0 01 43.7
 DE9616;UTM  15      - 4,879,180.739   423,199.473   MT  0.99967254   -0 40 00.8
 DE9616
 DE9616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9616!SPC MN S     -   0.99995637  x   0.99995131  =   0.99990768
 DE9616!UTM  15      -   0.99995637  x   0.99967254  =   0.99962893
 DE9616
 DE9616:                Primary Azimuth Mark                     Grid Az
 DE9616:SPC MN S     -  0704 K                                   009 50 17.6
 DE9616:UTM  15      -  0704 K                                   010 32 02.1
 DE9616
 DE9616|---------------------------------------------------------------------|
 DE9616| PID    Reference Object                     Distance      Geod. Az  |
 DE9616|                                                           dddmmss.s |
 DE9616| DE9615 0704 K                              APPROX. 1.8 KM 0095201.3 |
 DE9616| DE9635 0704 I 1                            APPROX. 1.2 KM 1800157.3 |
 DE9616|---------------------------------------------------------------------|
 DE9616
 DE9616                          SUPERSEDED SURVEY CONTROL
 DE9616
 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: 15TVJ2319979181(NAD 83)
 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 = OCTOBER  6, 2006
 DE9615 ***********************************************************************
 DE9615  DESIGNATION -  0704 K
 DE9615  PID         -  DE9615
 DE9615  STATE/COUNTY-  MN/BLUE EARTH
 DE9615  USGS QUAD   -  BEAUFORD (1974)
 DE9615
 DE9615                         *CURRENT SURVEY CONTROL
 DE9615  ___________________________________________________________________
 DE9615* NAD 83(1996)-  44 04 38.89535(N)    093 57 18.46068(W)     ADJUSTED  
 DE9615* NAVD 88     -       304.828  (meters)    1000.09   (feet)  ADJUSTED  
 DE9615  ___________________________________________________________________
 DE9615  X           -    -316,574.842 (meters)                     COMP
 DE9615  Y           -  -4,578,760.198 (meters)                     COMP
 DE9615  Z           -   4,414,471.958 (meters)                     COMP
 DE9615  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 DE9615  ELLIP HEIGHT-         276.43  (meters)          (01/23/03) GPS OBS
 DE9615  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DE9615  DYNAMIC HT  -         304.777 (meters)     999.92  (feet)  COMP
 DE9615  MODELED GRAV-     980,440.6   (mgal)                       NAVD 88
 DE9615
 DE9615  HORZ ORDER  -  FIRST
 DE9615  VERT ORDER  -  SECOND    CLASS I
 DE9615  ELLP ORDER  -  THIRD     CLASS II
 DE9615
 DE9615.The horizontal coordinates were established by GPS observations
 DE9615.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9615
 DE9615.The orthometric height was determined by differential leveling
 DE9615.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9615
 DE9615.The ellipsoidal height was determined by GPS observations
 DE9615.and is referenced to NAD 83.
 DE9615
 DE9615.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9615;SPC MN S     -   219,720.647   803,594.146   MT  0.99994926   +0 01 53.2
 DE9615;UTM  15      - 4,880,920.869   423,523.056   MT  0.99967193   -0 39 52.0
 DE9615
 DE9615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9615!SPC MN S     -   0.99995666  x   0.99994926  =   0.99990592
 DE9615!UTM  15      -   0.99995666  x   0.99967193  =   0.99962860
 DE9615
 DE9615:                Primary Azimuth Mark                     Grid Az
 DE9615:SPC MN S     -  0704 L                                   011 48 25.3
 DE9615:UTM  15      -  0704 L                                   012 30 10.5
 DE9615
 DE9615|---------------------------------------------------------------------|
 DE9615| PID    Reference Object                     Distance      Geod. Az  |
 DE9615|                                                           dddmmss.s |
 DE9615| DE9614 0704 L                              APPROX. 0.9 KM 0115018.5 |
 DE9615| DE9616 0704 J                              APPROX. 1.8 KM 1895210.8 |
 DE9615|---------------------------------------------------------------------|
 DE9615
 DE9615                          SUPERSEDED SURVEY CONTROL
 DE9615
 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: 15TVJ2352380921(NAD 83)
 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 = OCTOBER  6, 2006
 DE9614 ***********************************************************************
 DE9614  DESIGNATION -  0704 L
 DE9614  PID         -  DE9614
 DE9614  STATE/COUNTY-  MN/BLUE EARTH
 DE9614  USGS QUAD   -  BEAUFORD (1974)
 DE9614
 DE9614                         *CURRENT SURVEY CONTROL
 DE9614  ___________________________________________________________________
 DE9614* NAD 83(1996)-  44 05 06.65794(N)    093 57 10.38722(W)     ADJUSTED  
 DE9614* NAVD 88     -       280.851  (meters)     921.43   (feet)  ADJUSTED  
 DE9614  ___________________________________________________________________
 DE9614  X           -    -316,353.341 (meters)                     COMP
 DE9614  Y           -  -4,578,160.687 (meters)                     COMP
 DE9614  Z           -   4,415,070.865 (meters)                     COMP
 DE9614  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 DE9614  ELLIP HEIGHT-         252.47  (meters)          (01/23/03) GPS OBS
 DE9614  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DE9614  DYNAMIC HT  -         280.803 (meters)     921.27  (feet)  COMP
 DE9614  MODELED GRAV-     980,441.0   (mgal)                       NAVD 88
 DE9614
 DE9614  HORZ ORDER  -  FIRST
 DE9614  VERT ORDER  -  SECOND    CLASS I
 DE9614  ELLP ORDER  -  THIRD     CLASS II
 DE9614
 DE9614.The horizontal coordinates were established by GPS observations
 DE9614.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9614
 DE9614.The orthometric height was determined by differential leveling
 DE9614.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9614
 DE9614.The ellipsoidal height was determined by GPS observations
 DE9614.and is referenced to NAD 83.
 DE9614
 DE9614.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9614;SPC MN S     -   220,577.595   803,773.282   MT  0.99994828   +0 01 58.9
 DE9614;UTM  15      - 4,881,775.341   423,712.534   MT  0.99967158   -0 39 46.7
 DE9614
 DE9614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9614!SPC MN S     -   0.99996041  x   0.99994828  =   0.99990870
 DE9614!UTM  15      -   0.99996041  x   0.99967158  =   0.99963201
 DE9614
 DE9614:                Primary Azimuth Mark                     Grid Az
 DE9614:SPC MN S     -  0704 K                                   191 48 25.2
 DE9614:UTM  15      -  0704 K                                   192 30 10.8
 DE9614
 DE9614|---------------------------------------------------------------------|
 DE9614| PID    Reference Object                     Distance      Geod. Az  |
 DE9614|                                                           dddmmss.s |
 DE9614| DE9615 0704 K                              APPROX. 0.9 KM 1915024.1 |
 DE9614|---------------------------------------------------------------------|
 DE9614
 DE9614                          SUPERSEDED SURVEY CONTROL
 DE9614
 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: 15TVJ2371381775(NAD 83)
 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 = OCTOBER  6, 2006
 DF8260 ***********************************************************************
 DF8260  DESIGNATION -  0704 N 1
 DF8260  PID         -  DF8260
 DF8260  STATE/COUNTY-  MN/BLUE EARTH
 DF8260  USGS QUAD   -  BEAUFORD (1974)
 DF8260
 DF8260                         *CURRENT SURVEY CONTROL
 DF8260  ___________________________________________________________________
 DF8260* NAD 83(1986)-  44 06 06.     (N)    093 57 30.     (W)     SCALED    
 DF8260* NAVD 88     -       300.917  (meters)     987.26   (feet)  ADJUSTED  
 DF8260  ___________________________________________________________________
 DF8260  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DF8260  DYNAMIC HT  -         300.866 (meters)     987.09  (feet)  COMP
 DF8260  MODELED GRAV-     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
 DF8260.and adjusted by the National Geodetic Survey in August 2004..
 DF8260
 DF8260.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE9613 ***********************************************************************
 DE9613  DESIGNATION -  0704 O
 DE9613  PID         -  DE9613
 DE9613  STATE/COUNTY-  MN/BLUE EARTH
 DE9613  USGS QUAD   -  BEAUFORD (1974)
 DE9613
 DE9613                         *CURRENT SURVEY CONTROL
 DE9613  ___________________________________________________________________
 DE9613* NAD 83(1996)-  44 06 53.68112(N)    093 57 31.10880(W)     ADJUSTED  
 DE9613* NAVD 88     -       306.173  (meters)    1004.50   (feet)  ADJUSTED  
 DE9613  ___________________________________________________________________
 DE9613  X           -    -316,655.817 (meters)                     COMP
 DE9613  Y           -  -4,575,853.653 (meters)                     COMP
 DE9613  Z           -   4,417,460.787 (meters)                     COMP
 DE9613  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 DE9613  ELLIP HEIGHT-         277.84  (meters)          (01/23/03) GPS OBS
 DE9613  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DE9613  DYNAMIC HT  -         306.123 (meters)    1004.34  (feet)  COMP
 DE9613  MODELED GRAV-     980,444.8   (mgal)                       NAVD 88
 DE9613
 DE9613  HORZ ORDER  -  FIRST
 DE9613  VERT ORDER  -  SECOND    CLASS I
 DE9613  ELLP ORDER  -  THIRD     CLASS II
 DE9613
 DE9613.The horizontal coordinates were established by GPS observations
 DE9613.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9613
 DE9613.The orthometric height was determined by differential leveling
 DE9613.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9613
 DE9613.The ellipsoidal height was determined by GPS observations
 DE9613.and is referenced to NAD 83.
 DE9613
 DE9613.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9613;SPC MN S     -   223,880.444   803,310.629   MT  0.99994467   +0 01 44.4
 DE9613;UTM  15      - 4,885,082.660   423,290.162   MT  0.99967237   -0 40 02.4
 DE9613
 DE9613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9613!SPC MN S     -   0.99995644  x   0.99994467  =   0.99990111
 DE9613!UTM  15      -   0.99995644  x   0.99967237  =   0.99962882
 DE9613
 DE9613:                Primary Azimuth Mark                     Grid Az
 DE9613:SPC MN S     -  HOLLOW                                   184 26 46.0
 DE9613:UTM  15      -  HOLLOW                                   185 08 32.8
 DE9613
 DE9613|---------------------------------------------------------------------|
 DE9613| PID    Reference Object                     Distance      Geod. Az  |
 DE9613|                                                           dddmmss.s |
 DE9613| DE9638 HOLLOW                              APPROX. 0.6 KM 1842830.4 |
 DE9613|---------------------------------------------------------------------|
 DE9613
 DE9613                          SUPERSEDED SURVEY CONTROL
 DE9613
 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: 15TVJ2329085083(NAD 83)
 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 = OCTOBER  6, 2006
 DF8258 ***********************************************************************
 DF8258  DESIGNATION -  0704 P
 DF8258  PID         -  DF8258
 DF8258  STATE/COUNTY-  MN/BLUE EARTH
 DF8258  USGS QUAD   -  MANKATO EAST (1993)
 DF8258
 DF8258                         *CURRENT SURVEY CONTROL
 DF8258  ___________________________________________________________________
 DF8258* NAD 83(1986)-  44 07 42.     (N)    093 57 30.     (W)     SCALED    
 DF8258* NAVD 88     -       299.267  (meters)     981.85   (feet)  ADJUSTED  
 DF8258  ___________________________________________________________________
 DF8258  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DF8258  DYNAMIC HT  -         299.218 (meters)     981.68  (feet)  COMP
 DF8258  MODELED GRAV-     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
 DF8258.and adjusted by the National Geodetic Survey in August 2004..
 DF8258
 DF8258.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP2060 ***********************************************************************
 PP2060  DESIGNATION -  0704 Q 1
 PP2060  PID         -  PP2060
 PP2060  STATE/COUNTY-  MN/BLUE EARTH
 PP2060  USGS QUAD   -  MANKATO EAST (1993)
 PP2060
 PP2060                         *CURRENT SURVEY CONTROL
 PP2060  ___________________________________________________________________
 PP2060* NAD 83(1986)-  44 08 31.     (N)    093 57 33.     (W)     SCALED    
 PP2060* NAVD 88     -       306.200  (meters)    1004.59   (feet)  ADJUSTED  
 PP2060  ___________________________________________________________________
 PP2060  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 PP2060  DYNAMIC HT  -         306.151 (meters)    1004.43  (feet)  COMP
 PP2060  MODELED GRAV-     980,448.1   (mgal)                       NAVD 88
 PP2060
 PP2060  VERT ORDER  -  SECOND    CLASS I
 PP2060
 PP2060.The horizontal coordinates were scaled from a topographic map and have
 PP2060.an estimated accuracy of +/- 6 seconds.
 PP2060
 PP2060.The orthometric height was determined by differential leveling
 PP2060.and adjusted by the National Geodetic Survey in June 1991..
 PP2060
 PP2060.The geoid height was determined by GEOID03.
 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     -   226,880.      803,270.      MT  (+/- 180 meters Scaled)
 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: 15TVJ232880(NAD 83)
 PP2060_MARKER: DB = BENCH MARK 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: FLUSH
 PP2060_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2060+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1999
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2057 ***********************************************************************
 PP2057  DESIGNATION -  0704 S
 PP2057  PID         -  PP2057
 PP2057  STATE/COUNTY-  MN/BLUE EARTH
 PP2057  USGS QUAD   -  MANKATO EAST (1993)
 PP2057
 PP2057                         *CURRENT SURVEY CONTROL
 PP2057  ___________________________________________________________________
 PP2057* NAD 83(1986)-  44 10 00.     (N)    093 58 20.     (W)     SCALED    
 PP2057* NAVD 88     -       306.759  (meters)    1006.43   (feet)  ADJUSTED  
 PP2057  ___________________________________________________________________
 PP2057  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 PP2057  DYNAMIC HT  -         306.712 (meters)    1006.27  (feet)  COMP
 PP2057  MODELED GRAV-     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
 PP2057.and adjusted by the National Geodetic Survey in June 1991..
 PP2057
 PP2057.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE9612 ***********************************************************************
 DE9612  DESIGNATION -  0704 T
 DE9612  PID         -  DE9612
 DE9612  STATE/COUNTY-  MN/BLUE EARTH
 DE9612  USGS QUAD   -  MANKATO EAST (1993)
 DE9612
 DE9612                         *CURRENT SURVEY CONTROL
 DE9612  ___________________________________________________________________
 DE9612* NAD 83(1996)-  44 08 06.16825(N)    093 57 31.85773(W)     ADJUSTED  
 DE9612* NAVD 88     -       305.942  (meters)    1003.74   (feet)  ADJUSTED  
 DE9612  ___________________________________________________________________
 DE9612  X           -    -316,564.874 (meters)                     COMP
 DE9612  Y           -  -4,574,298.316 (meters)                     COMP
 DE9612  Z           -   4,419,066.716 (meters)                     COMP
 DE9612  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 DE9612  ELLIP HEIGHT-         277.63  (meters)          (01/23/03) GPS OBS
 DE9612  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DE9612  DYNAMIC HT  -         305.892 (meters)    1003.58  (feet)  COMP
 DE9612  MODELED GRAV-     980,447.0   (mgal)                       NAVD 88
 DE9612
 DE9612  HORZ ORDER  -  FIRST
 DE9612  VERT ORDER  -  SECOND    CLASS I
 DE9612  ELLP ORDER  -  THIRD     CLASS II
 DE9612
 DE9612.The horizontal coordinates were established by GPS observations
 DE9612.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9612
 DE9612.The orthometric height was determined by differential leveling
 DE9612.and adjusted by the National Geodetic Survey in August 2004..
 DE9612
 DE9612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9612
 DE9612.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9612
 DE9612.The ellipsoidal height was determined by GPS observations
 DE9612.and is referenced to NAD 83.
 DE9612
 DE9612.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9612;SPC MN S     -   226,117.638   803,292.850   MT  0.99994238   +0 01 43.8
 DE9612;UTM  15      - 4,887,319.298   423,299.575   MT  0.99967235   -0 40 03.8
 DE9612
 DE9612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9612!SPC MN S     -   0.99995647  x   0.99994238  =   0.99989885
 DE9612!UTM  15      -   0.99995647  x   0.99967235  =   0.99962883
 DE9612
 DE9612                          SUPERSEDED SURVEY CONTROL
 DE9612
 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: 15TVJ2330087319(NAD 83)
 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 5 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 - 1999
 DE9612_ROD/PIPE-DEPTH:  9.1 meters
 DE9612
 DE9612  HISTORY     - Date     Condition        Report By
 DE9612  HISTORY     - 1999     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8261 ***********************************************************************
 DF8261  DESIGNATION -  0704 U
 DF8261  PID         -  DF8261
 DF8261  STATE/COUNTY-  MN/BLUE EARTH
 DF8261  USGS QUAD   -  BEAUFORD (1974)
 DF8261
 DF8261                         *CURRENT SURVEY CONTROL
 DF8261  ___________________________________________________________________
 DF8261* NAD 83(1986)-  44 05 27.     (N)    093 57 21.     (W)     SCALED    
 DF8261* NAVD 88     -       265.341  (meters)     870.54   (feet)  ADJUSTED  
 DF8261  ___________________________________________________________________
 DF8261  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DF8261  DYNAMIC HT  -         265.295 (meters)     870.39  (feet)  COMP
 DF8261  MODELED GRAV-     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
 DF8261.and adjusted by the National Geodetic Survey in August 2004..
 DF8261
 DF8261.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF8263 ***********************************************************************
 DF8263  DESIGNATION -  0704 V
 DF8263  PID         -  DF8263
 DF8263  STATE/COUNTY-  MN/BLUE EARTH
 DF8263  USGS QUAD   -  BEAUFORD (1974)
 DF8263
 DF8263                         *CURRENT SURVEY CONTROL
 DF8263  ___________________________________________________________________
 DF8263* NAD 83(1986)-  44 00 00.     (N)    093 57 30.     (W)     SCALED    
 DF8263* NAVD 88     -       301.578  (meters)     989.43   (feet)  ADJUSTED  
 DF8263  ___________________________________________________________________
 DF8263  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DF8263  DYNAMIC HT  -         301.525 (meters)     989.25  (feet)  COMP
 DF8263  MODELED GRAV-     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
 DF8263.and adjusted by the National Geodetic Survey in August 2004..
 DF8263
 DF8263.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG5519 ***********************************************************************
 DG5519  DESIGNATION -  0706 L
 DG5519  PID         -  DG5519
 DG5519  STATE/COUNTY-  MN/BLUE EARTH
 DG5519  USGS QUAD   -  MAPLETON (1967)
 DG5519
 DG5519                         *CURRENT SURVEY CONTROL
 DG5519  ___________________________________________________________________
 DG5519* NAD 83(1996)-  43 55 38.81733(N)    093 59 55.45492(W)     ADJUSTED  
 DG5519* NAVD 88     -       310.9    (meters)    1020.     (feet)  GPS OBS   
 DG5519  ___________________________________________________________________
 DG5519  X           -    -320,867.640 (meters)                     COMP
 DG5519  Y           -  -4,590,074.522 (meters)                     COMP
 DG5519  Z           -   4,402,485.279 (meters)                     COMP
 DG5519  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 DG5519  ELLIP HEIGHT-         282.48  (meters)          (05/18/04) GPS OBS
 DG5519  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DG5519
 DG5519  HORZ ORDER  -  FIRST
 DG5519  ELLP ORDER  -  THIRD     CLASS I
 DG5519
 DG5519.The horizontal coordinates were established by GPS observations
 DG5519.and adjusted by the MN DEPT OF TRANSP in May 2004..
 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 DEFLEC99 derived deflections.
 DG5519
 DG5519.The ellipsoidal height was determined by GPS observations
 DG5519.and is referenced to NAD 83.
 DG5519
 DG5519.The geoid height was determined by GEOID03.
 DG5519
 DG5519;                    North         East     Units Scale Factor Converg.
 DG5519;SPC MN S     -   203,051.076   800,101.383   MT  0.99997189   +0 00 03.2
 DG5519;UTM  15      - 4,864,299.613   419,829.443   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  =   0.99963477
 DG5519
 DG5519                          SUPERSEDED SURVEY CONTROL
 DG5519
 DG5519.No superseded survey control is available for this station.
 DG5519
 DG5519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1982964300(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0096 ***********************************************************************
 PQ0096  DESIGNATION -  0708 A
 PQ0096  PID         -  PQ0096
 PQ0096  STATE/COUNTY-  MN/BLUE EARTH
 PQ0096  USGS QUAD   -  PERTH (1965)
 PQ0096
 PQ0096                         *CURRENT SURVEY CONTROL
 PQ0096  ___________________________________________________________________
 PQ0096* NAD 83(1996)-  44 04 56.17126(N)    094 21 15.33861(W)     ADJUSTED  
 PQ0096* NAVD 88     -       306.017  (meters)    1003.99   (feet)  ADJUSTED  
 PQ0096  ___________________________________________________________________
 PQ0096  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 PQ0096  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 PQ0096  DYNAMIC HT  -         305.963 (meters)    1003.81  (feet)  COMP
 PQ0096  MODELED GRAV-     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.No horizontal observational check was made to the station.
 PQ0096
 PQ0096.The orthometric height was determined by differential leveling
 PQ0096.and adjusted by the National Geodetic Survey in June 1991..
 PQ0096
 PQ0096.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0096
 PQ0096.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ0096;SPC MN S     -   220,314.335   771,626.933   MT  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     -   0.99995641  x   0.99994865  =   0.99990507
 PQ0096!UTM  15      -   0.99995641  x   0.99974459  =   0.99970101
 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: 15TUJ9157381902(NAD 83)
 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 = OCTOBER  6, 2006
 PQ0098 ***********************************************************************
 PQ0098  DESIGNATION -  0708 B
 PQ0098  PID         -  PQ0098
 PQ0098  STATE/COUNTY-  MN/BLUE EARTH
 PQ0098  USGS QUAD   -  PERTH (1965)
 PQ0098
 PQ0098                         *CURRENT SURVEY CONTROL
 PQ0098  ___________________________________________________________________
 PQ0098* NAD 83(1986)-  44 05 21.     (N)    094 19 10.     (W)     SCALED    
 PQ0098* NAVD 88     -       305.068  (meters)    1000.88   (feet)  ADJUSTED  
 PQ0098  ___________________________________________________________________
 PQ0098  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 PQ0098  DYNAMIC HT  -         305.016 (meters)    1000.71  (feet)  COMP
 PQ0098  MODELED GRAV-     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
 PQ0098.and adjusted by the National Geodetic Survey in June 1991..
 PQ0098
 PQ0098.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0103 ***********************************************************************
 PQ0103  DESIGNATION -  0708 C
 PQ0103  PID         -  PQ0103
 PQ0103  STATE/COUNTY-  MN/BLUE EARTH
 PQ0103  USGS QUAD   -  PERTH (1965)
 PQ0103
 PQ0103                         *CURRENT SURVEY CONTROL
 PQ0103  ___________________________________________________________________
 PQ0103* NAD 83(1986)-  44 05 49.     (N)    094 16 58.     (W)     SCALED    
 PQ0103* NAVD 88     -       300.977  (meters)     987.46   (feet)  ADJUSTED  
 PQ0103  ___________________________________________________________________
 PQ0103  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 PQ0103  DYNAMIC HT  -         300.925 (meters)     987.28  (feet)  COMP
 PQ0103  MODELED GRAV-     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
 PQ0103.and adjusted by the National Geodetic Survey in June 1991..
 PQ0103
 PQ0103.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0106 ***********************************************************************
 PQ0106  DESIGNATION -  0708 D
 PQ0106  PID         -  PQ0106
 PQ0106  STATE/COUNTY-  MN/BLUE EARTH
 PQ0106  USGS QUAD   -  PERTH (1965)
 PQ0106
 PQ0106                         *CURRENT SURVEY CONTROL
 PQ0106  ___________________________________________________________________
 PQ0106* NAD 83(1986)-  44 06 06.     (N)    094 15 03.     (W)     SCALED    
 PQ0106* NAVD 88     -       299.815  (meters)     983.64   (feet)  ADJUSTED  
 PQ0106  ___________________________________________________________________
 PQ0106  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 PQ0106  DYNAMIC HT  -         299.763 (meters)     983.47  (feet)  COMP
 PQ0106  MODELED GRAV-     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
 PQ0106.and adjusted by the National Geodetic Survey in June 1991..
 PQ0106
 PQ0106.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0108 ***********************************************************************
 PQ0108  DESIGNATION -  0708 DA
 PQ0108  PID         -  PQ0108
 PQ0108  STATE/COUNTY-  MN/BLUE EARTH
 PQ0108  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ0108
 PQ0108                         *CURRENT SURVEY CONTROL
 PQ0108  ___________________________________________________________________
 PQ0108* NAD 83(1986)-  44 06 24.     (N)    094 13 34.     (W)     SCALED    
 PQ0108* NAVD 88     -       309.590  (meters)    1015.71   (feet)  ADJUSTED  
 PQ0108  ___________________________________________________________________
 PQ0108  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 PQ0108  DYNAMIC HT  -         309.537 (meters)    1015.54  (feet)  COMP
 PQ0108  MODELED GRAV-     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
 PQ0108.and adjusted by the National Geodetic Survey in June 1991..
 PQ0108
 PQ0108.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PQ0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 PQ0115 ***********************************************************************
 PQ0115  DESIGNATION -  0708 E
 PQ0115  PID         -  PQ0115
 PQ0115  STATE/COUNTY-  MN/BLUE EARTH
 PQ0115  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ0115
 PQ0115                         *CURRENT SURVEY CONTROL
 PQ0115  ___________________________________________________________________
 PQ0115* NAD 83(1986)-  44 07 07.     (N)    094 12 19.     (W)     SCALED    
 PQ0115* NAVD 88     -       294.454  (meters)     966.05   (feet)  ADJUSTED  
 PQ0115  ___________________________________________________________________
 PQ0115  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 PQ0115  DYNAMIC HT  -         294.405 (meters)     965.89  (feet)  COMP
 PQ0115  MODELED GRAV-     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
 PQ0115.and adjusted by the National Geodetic Survey in June 1991..
 PQ0115.WARNING-Repeat measurements at this control monument indicate possible
 PQ0115.vertical movement.
 PQ0115
 PQ0115.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PQ0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 PQ0114 ***********************************************************************
 PQ0114  DESIGNATION -  0708 EA
 PQ0114  PID         -  PQ0114
 PQ0114  STATE/COUNTY-  MN/BLUE EARTH
 PQ0114  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ0114
 PQ0114                         *CURRENT SURVEY CONTROL
 PQ0114  ___________________________________________________________________
 PQ0114* NAD 83(1986)-  44 07 05.     (N)    094 12 18.     (W)     SCALED    
 PQ0114* NAVD 88     -       295.570  (meters)     969.72   (feet)  ADJUSTED  
 PQ0114  ___________________________________________________________________
 PQ0114  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 PQ0114  DYNAMIC HT  -         295.521 (meters)     969.56  (feet)  COMP
 PQ0114  MODELED GRAV-     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
 PQ0114.and adjusted by the National Geodetic Survey in June 1991..
 PQ0114
 PQ0114.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PQ0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 PQ0570 ***********************************************************************
 PQ0570  DESIGNATION -  0708 F
 PQ0570  PID         -  PQ0570
 PQ0570  STATE/COUNTY-  MN/BLUE EARTH
 PQ0570  USGS QUAD   -  JUDSON (1974)
 PQ0570
 PQ0570                         *CURRENT SURVEY CONTROL
 PQ0570  ___________________________________________________________________
 PQ0570* NAD 83(1986)-  44 07 39.     (N)    094 11 12.     (W)     SCALED    
 PQ0570* NAVD 88     -       296.821  (meters)     973.82   (feet)  ADJUSTED  
 PQ0570  ___________________________________________________________________
 PQ0570  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 PQ0570  DYNAMIC HT  -         296.771 (meters)     973.66  (feet)  COMP
 PQ0570  MODELED GRAV-     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
 PQ0570.and adjusted by the National Geodetic Survey in June 1991..
 PQ0570
 PQ0570.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0571 ***********************************************************************
 PQ0571  DESIGNATION -  0708 G
 PQ0571  PID         -  PQ0571
 PQ0571  STATE/COUNTY-  MN/BLUE EARTH
 PQ0571  USGS QUAD   -  JUDSON (1974)
 PQ0571
 PQ0571                         *CURRENT SURVEY CONTROL
 PQ0571  ___________________________________________________________________
 PQ0571* NAD 83(1986)-  44 07 55.     (N)    094 10 41.     (W)     SCALED    
 PQ0571* NAVD 88     -       296.763  (meters)     973.63   (feet)  ADJUSTED  
 PQ0571  ___________________________________________________________________
 PQ0571  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 PQ0571  DYNAMIC HT  -         296.715 (meters)     973.47  (feet)  COMP
 PQ0571  MODELED GRAV-     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
 PQ0571.and adjusted by the National Geodetic Survey in June 1991..
 PQ0571
 PQ0571.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0572 ***********************************************************************
 PQ0572  DESIGNATION -  0708 H
 PQ0572  PID         -  PQ0572
 PQ0572  STATE/COUNTY-  MN/BLUE EARTH
 PQ0572  USGS QUAD   -  JUDSON (1974)
 PQ0572
 PQ0572                         *CURRENT SURVEY CONTROL
 PQ0572  ___________________________________________________________________
 PQ0572* NAD 83(1986)-  44 08 08.     (N)    094 10 22.     (W)     SCALED    
 PQ0572* NAVD 88     -       293.390  (meters)     962.56   (feet)  ADJUSTED  
 PQ0572  ___________________________________________________________________
 PQ0572  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 PQ0572  DYNAMIC HT  -         293.342 (meters)     962.41  (feet)  COMP
 PQ0572  MODELED GRAV-     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
 PQ0572.and adjusted by the National Geodetic Survey in June 1991..
 PQ0572
 PQ0572.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0573 ***********************************************************************
 PQ0573  DESIGNATION -  0708 I
 PQ0573  PID         -  PQ0573
 PQ0573  STATE/COUNTY-  MN/BLUE EARTH
 PQ0573  USGS QUAD   -  JUDSON (1974)
 PQ0573
 PQ0573                         *CURRENT SURVEY CONTROL
 PQ0573  ___________________________________________________________________
 PQ0573* NAD 83(1986)-  44 08 22.     (N)    094 09 58.     (W)     SCALED    
 PQ0573* NAVD 88     -       288.466  (meters)     946.41   (feet)  ADJUSTED  
 PQ0573  ___________________________________________________________________
 PQ0573  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 PQ0573  DYNAMIC HT  -         288.419 (meters)     946.25  (feet)  COMP
 PQ0573  MODELED GRAV-     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
 PQ0573.and adjusted by the National Geodetic Survey in June 1991..
 PQ0573
 PQ0573.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 PQ0573_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 PQ0574 ***********************************************************************
 PQ0574  DESIGNATION -  0708 J
 PQ0574  PID         -  PQ0574
 PQ0574  STATE/COUNTY-  MN/BLUE EARTH
 PQ0574  USGS QUAD   -  JUDSON (1974)
 PQ0574
 PQ0574                         *CURRENT SURVEY CONTROL
 PQ0574  ___________________________________________________________________
 PQ0574* NAD 83(1986)-  44 08 32.     (N)    094 09 42.     (W)     SCALED    
 PQ0574* NAVD 88     -       287.248  (meters)     942.41   (feet)  ADJUSTED  
 PQ0574  ___________________________________________________________________
 PQ0574  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 PQ0574  DYNAMIC HT  -         287.201 (meters)     942.26  (feet)  COMP
 PQ0574  MODELED GRAV-     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
 PQ0574.and adjusted by the National Geodetic Survey in June 1991..
 PQ0574
 PQ0574.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0575 ***********************************************************************
 PQ0575  DESIGNATION -  0708 K
 PQ0575  PID         -  PQ0575
 PQ0575  STATE/COUNTY-  MN/BLUE EARTH
 PQ0575  USGS QUAD   -  JUDSON (1974)
 PQ0575
 PQ0575                         *CURRENT SURVEY CONTROL
 PQ0575  ___________________________________________________________________
 PQ0575* NAD 83(1986)-  44 08 42.     (N)    094 08 46.     (W)     SCALED    
 PQ0575* NAVD 88     -       294.954  (meters)     967.69   (feet)  ADJUSTED  
 PQ0575  ___________________________________________________________________
 PQ0575  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 PQ0575  DYNAMIC HT  -         294.907 (meters)     967.54  (feet)  COMP
 PQ0575  MODELED GRAV-     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
 PQ0575.and adjusted by the National Geodetic Survey in June 1991..
 PQ0575
 PQ0575.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0576 ***********************************************************************
 PQ0576  DESIGNATION -  0708 L
 PQ0576  PID         -  PQ0576
 PQ0576  STATE/COUNTY-  MN/BLUE EARTH
 PQ0576  USGS QUAD   -  JUDSON (1974)
 PQ0576
 PQ0576                         *CURRENT SURVEY CONTROL
 PQ0576  ___________________________________________________________________
 PQ0576* NAD 83(1986)-  44 08 41.     (N)    094 08 19.     (W)     SCALED    
 PQ0576* NAVD 88     -       298.790  (meters)     980.28   (feet)  ADJUSTED  
 PQ0576  ___________________________________________________________________
 PQ0576  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 PQ0576  DYNAMIC HT  -         298.742 (meters)     980.12  (feet)  COMP
 PQ0576  MODELED GRAV-     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
 PQ0576.and adjusted by the National Geodetic Survey in June 1991..
 PQ0576
 PQ0576.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0578 ***********************************************************************
 PQ0578  DESIGNATION -  0708 M
 PQ0578  PID         -  PQ0578
 PQ0578  STATE/COUNTY-  MN/BLUE EARTH
 PQ0578  USGS QUAD   -  JUDSON (1974)
 PQ0578
 PQ0578                         *CURRENT SURVEY CONTROL
 PQ0578  ___________________________________________________________________
 PQ0578* NAD 83(1986)-  44 08 42.     (N)    094 07 44.     (W)     SCALED    
 PQ0578* NAVD 88     -       295.832  (meters)     970.58   (feet)  ADJUSTED  
 PQ0578  ___________________________________________________________________
 PQ0578  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 PQ0578  DYNAMIC HT  -         295.786 (meters)     970.42  (feet)  COMP
 PQ0578  MODELED GRAV-     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
 PQ0578.and adjusted by the National Geodetic Survey in June 1991..
 PQ0578
 PQ0578.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0583 ***********************************************************************
 PQ0583  DESIGNATION -  0710 A
 PQ0583  PID         -  PQ0583
 PQ0583  STATE/COUNTY-  MN/BLUE EARTH
 PQ0583  USGS QUAD   -  MANKATO WEST (1993)
 PQ0583
 PQ0583                         *CURRENT SURVEY CONTROL
 PQ0583  ___________________________________________________________________
 PQ0583* NAD 83(1986)-  44 09 11.     (N)    094 03 49.     (W)     SCALED    
 PQ0583* NAVD 88     -       261.622  (meters)     858.34   (feet)  ADJUSTED  
 PQ0583  ___________________________________________________________________
 PQ0583  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 PQ0583  DYNAMIC HT  -         261.582 (meters)     858.21  (feet)  COMP
 PQ0583  MODELED GRAV-     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
 PQ0583.and adjusted by the National Geodetic Survey in June 1991..
 PQ0583
 PQ0583.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1726 ***********************************************************************
 PQ1726  DESIGNATION -  0710 B
 PQ1726  PID         -  PQ1726
 PQ1726  STATE/COUNTY-  MN/BLUE EARTH
 PQ1726  USGS QUAD   -  COURTLAND (1964)
 PQ1726
 PQ1726                         *CURRENT SURVEY CONTROL
 PQ1726  ___________________________________________________________________
 PQ1726* NAD 83(1986)-  44 15 15.     (N)    094 20 26.     (W)     SCALED    
 PQ1726* NAVD 88     -       246.451  (meters)     808.56   (feet)  ADJUSTED  
 PQ1726  ___________________________________________________________________
 PQ1726  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 PQ1726  DYNAMIC HT  -         246.411 (meters)     808.43  (feet)  COMP
 PQ1726  MODELED GRAV-     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
 PQ1726.and adjusted by the National Geodetic Survey in June 1995..
 PQ1726
 PQ1726.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1727 ***********************************************************************
 PQ1727  DESIGNATION -  0710 C
 PQ1727  PID         -  PQ1727
 PQ1727  STATE/COUNTY-  MN/BLUE EARTH
 PQ1727  USGS QUAD   -  CAMBRIA (1965)
 PQ1727
 PQ1727                         *CURRENT SURVEY CONTROL
 PQ1727  ___________________________________________________________________
 PQ1727* NAD 83(1996)-  44 14 56.69263(N)    094 20 35.45061(W)     ADJUSTED  
 PQ1727* NAVD 88     -       247.513  (meters)     812.05   (feet)  ADJUSTED  
 PQ1727  ___________________________________________________________________
 PQ1727  X           -    -346,569.137 (meters)                     COMP
 PQ1727  Y           -  -4,563,222.764 (meters)                     COMP
 PQ1727  Z           -   4,428,111.708 (meters)                     COMP
 PQ1727  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 PQ1727  ELLIP HEIGHT-         219.38  (meters)          (05/18/04) GPS OBS
 PQ1727  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 PQ1727  DYNAMIC HT  -         247.472 (meters)     811.91  (feet)  COMP
 PQ1727  MODELED GRAV-     980,448.6   (mgal)                       NAVD 88
 PQ1727
 PQ1727  HORZ ORDER  -  FIRST
 PQ1727  VERT ORDER  -  SECOND    CLASS I
 PQ1727  ELLP ORDER  -  THIRD     CLASS I
 PQ1727
 PQ1727.The horizontal coordinates were established by GPS observations
 PQ1727.and adjusted by the MN DEPT OF TRANSP in May 2004..
 PQ1727
 PQ1727.The orthometric height was determined by differential leveling
 PQ1727.and adjusted by the National Geodetic Survey in June 1995..
 PQ1727
 PQ1727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1727
 PQ1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1727
 PQ1727.The ellipsoidal height was determined by GPS observations
 PQ1727.and is referenced to NAD 83.
 PQ1727
 PQ1727.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1727;SPC MN S     -   238,844.603   772,592.147   MT  0.99993170   -0 14 26.0
 PQ1727;UTM  15      - 4,900,415.529   392,762.947   MT  0.99974143   -0 56 14.4
 PQ1727
 PQ1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1727!SPC MN S     -   0.99996560  x   0.99993170  =   0.99989730
 PQ1727!UTM  15      -   0.99996560  x   0.99974143  =   0.99970704
 PQ1727
 PQ1727                          SUPERSEDED SURVEY CONTROL
 PQ1727
 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: 15TUK9276300416(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1728 ***********************************************************************
 PQ1728  DESIGNATION -  0710 D
 PQ1728  PID         -  PQ1728
 PQ1728  STATE/COUNTY-  MN/BLUE EARTH
 PQ1728  USGS QUAD   -  CAMBRIA (1965)
 PQ1728
 PQ1728                         *CURRENT SURVEY CONTROL
 PQ1728  ___________________________________________________________________
 PQ1728* NAD 83(1986)-  44 14 32.     (N)    094 19 32.     (W)     SCALED    
 PQ1728* NAVD 88     -       246.078  (meters)     807.34   (feet)  ADJUSTED  
 PQ1728  ___________________________________________________________________
 PQ1728  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 PQ1728  DYNAMIC HT  -         246.038 (meters)     807.21  (feet)  COMP
 PQ1728  MODELED GRAV-     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
 PQ1728.and adjusted by the National Geodetic Survey in June 1995..
 PQ1728
 PQ1728.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP2094 ***********************************************************************
 PP2094  DESIGNATION -  0711 A
 PP2094  PID         -  PP2094
 PP2094  STATE/COUNTY-  MN/BLUE EARTH
 PP2094  USGS QUAD   -  ST CLAIR (1974)
 PP2094
 PP2094                         *CURRENT SURVEY CONTROL
 PP2094  ___________________________________________________________________
 PP2094* NAD 83(1986)-  44 00 33.     (N)    093 46 52.     (W)     SCALED    
 PP2094* NAVD 88     -       318.489  (meters)    1044.91   (feet)  ADJUSTED  
 PP2094  ___________________________________________________________________
 PP2094  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 PP2094  DYNAMIC HT  -         318.425 (meters)    1044.70  (feet)  COMP
 PP2094  MODELED GRAV-     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
 PP2094.and adjusted by the National Geodetic Survey in June 1991..
 PP2094
 PP2094.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP2089 ***********************************************************************
 PP2089  DESIGNATION -  0711 B
 PP2089  PID         -  PP2089
 PP2089  STATE/COUNTY-  MN/BLUE EARTH
 PP2089  USGS QUAD   -  ST CLAIR (1974)
 PP2089
 PP2089                         *CURRENT SURVEY CONTROL
 PP2089  ___________________________________________________________________
 PP2089* NAD 83(1986)-  44 02 12.     (N)    093 48 40.     (W)     SCALED    
 PP2089* NAVD 88     -       314.918  (meters)    1033.19   (feet)  ADJUSTED  
 PP2089  ___________________________________________________________________
 PP2089  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 PP2089  DYNAMIC HT  -         314.856 (meters)    1032.99  (feet)  COMP
 PP2089  MODELED GRAV-     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
 PP2089.and adjusted by the National Geodetic Survey in June 1991..
 PP2089
 PP2089.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP2088 ***********************************************************************
 PP2088  DESIGNATION -  0711 C
 PP2088  PID         -  PP2088
 PP2088  STATE/COUNTY-  MN/BLUE EARTH
 PP2088  USGS QUAD   -  ST CLAIR (1974)
 PP2088
 PP2088                         *CURRENT SURVEY CONTROL
 PP2088  ___________________________________________________________________
 PP2088* NAD 83(1986)-  44 02 52.     (N)    093 49 29.     (W)     SCALED    
 PP2088* NAVD 88     -       312.161  (meters)    1024.15   (feet)  ADJUSTED  
 PP2088  ___________________________________________________________________
 PP2088  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 PP2088  DYNAMIC HT  -         312.101 (meters)    1023.95  (feet)  COMP
 PP2088  MODELED GRAV-     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
 PP2088.and adjusted by the National Geodetic Survey in June 1991..
 PP2088
 PP2088.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP2087 ***********************************************************************
 PP2087  DESIGNATION -  0711 D
 PP2087  PID         -  PP2087
 PP2087  STATE/COUNTY-  MN/BLUE EARTH
 PP2087  USGS QUAD   -  ST CLAIR (1974)
 PP2087
 PP2087                         *CURRENT SURVEY CONTROL
 PP2087  ___________________________________________________________________
 PP2087* NAD 83(1996)-  44 03 30.12584(N)    093 50 10.85196(W)     ADJUSTED  
 PP2087* NAVD 88     -       306.391  (meters)    1005.22   (feet)  ADJUSTED  
 PP2087  ___________________________________________________________________
 PP2087  X           -    -307,180.753 (meters)                     COMP
 PP2087  Y           -  -4,580,880.590 (meters)                     COMP
 PP2087  Z           -   4,412,947.687 (meters)                     COMP
 PP2087  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 PP2087  ELLIP HEIGHT-         277.71  (meters)          (05/18/04) GPS OBS
 PP2087  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 PP2087  DYNAMIC HT  -         306.333 (meters)    1005.03  (feet)  COMP
 PP2087  MODELED GRAV-     980,420.3   (mgal)                       NAVD 88
 PP2087
 PP2087  HORZ ORDER  -  FIRST
 PP2087  VERT ORDER  -  SECOND    CLASS I
 PP2087  ELLP ORDER  -  THIRD     CLASS I
 PP2087
 PP2087.The horizontal coordinates were established by GPS observations
 PP2087.and adjusted by the MN DEPT OF TRANSP in May 2004..
 PP2087
 PP2087.The orthometric height was determined by differential leveling
 PP2087.and adjusted by the National Geodetic Survey in June 1991..
 PP2087
 PP2087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP2087
 PP2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2087
 PP2087.The ellipsoidal height was determined by GPS observations
 PP2087.and is referenced to NAD 83.
 PP2087
 PP2087.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP2087;SPC MN S     -   217,610.328   813,112.407   MT  0.99995177   +0 06 53.0
 PP2087;UTM  15      - 4,878,695.708   433,012.250   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  =   0.99961166
 PP2087
 PP2087                          SUPERSEDED SURVEY CONTROL
 PP2087
 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: 15TVJ3301278696(NAD 83)
 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 = OCTOBER  6, 2006
 PP2086 ***********************************************************************
 PP2086  DESIGNATION -  0711 E
 PP2086  PID         -  PP2086
 PP2086  STATE/COUNTY-  MN/BLUE EARTH
 PP2086  USGS QUAD   -  ST CLAIR (1974)
 PP2086
 PP2086                         *CURRENT SURVEY CONTROL
 PP2086  ___________________________________________________________________
 PP2086* NAD 83(1986)-  44 04 23.     (N)    093 51 03.     (W)     SCALED    
 PP2086* NAVD 88     -       308.024  (meters)    1010.58   (feet)  ADJUSTED  
 PP2086  ___________________________________________________________________
 PP2086  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 PP2086  DYNAMIC HT  -         307.967 (meters)    1010.39  (feet)  COMP
 PP2086  MODELED GRAV-     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
 PP2086.and adjusted by the National Geodetic Survey in June 1991..
 PP2086
 PP2086.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP2084 ***********************************************************************
 PP2084  DESIGNATION -  0711 F
 PP2084  PID         -  PP2084
 PP2084  STATE/COUNTY-  MN/BLUE EARTH
 PP2084  USGS QUAD   -  ST CLAIR (1974)
 PP2084
 PP2084                         *CURRENT SURVEY CONTROL
 PP2084  ___________________________________________________________________
 PP2084* NAD 83(1986)-  44 04 49.     (N)    093 51 20.     (W)     SCALED    
 PP2084* NAVD 88     -       303.595  (meters)     996.04   (feet)  ADJUSTED  
 PP2084  ___________________________________________________________________
 PP2084  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 PP2084  DYNAMIC HT  -         303.538 (meters)     995.86  (feet)  COMP
 PP2084  MODELED GRAV-     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
 PP2084.and adjusted by the National Geodetic Survey in June 1991..
 PP2084
 PP2084.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP2085 ***********************************************************************
 PP2085  DESIGNATION -  0711 F 1
 PP2085  PID         -  PP2085
 PP2085  STATE/COUNTY-  MN/BLUE EARTH
 PP2085  USGS QUAD   -  ST CLAIR (1974)
 PP2085
 PP2085                         *CURRENT SURVEY CONTROL
 PP2085  ___________________________________________________________________
 PP2085* NAD 83(1986)-  44 04 59.     (N)    093 51 18.     (W)     SCALED    
 PP2085* NAVD 88     -       297.624  (meters)     976.45   (feet)  ADJUSTED  
 PP2085  ___________________________________________________________________
 PP2085  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 PP2085  DYNAMIC HT  -         297.569 (meters)     976.27  (feet)  COMP
 PP2085  MODELED GRAV-     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
 PP2085.and adjusted by the National Geodetic Survey in June 1991..
 PP2085
 PP2085.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP2082 ***********************************************************************
 PP2082  DESIGNATION -  0711 G
 PP2082  PID         -  PP2082
 PP2082  STATE/COUNTY-  MN/BLUE EARTH
 PP2082  USGS QUAD   -  ST CLAIR (1974)
 PP2082
 PP2082                         *CURRENT SURVEY CONTROL
 PP2082  ___________________________________________________________________
 PP2082* NAD 83(1986)-  44 05 19.     (N)    093 52 24.     (W)     SCALED    
 PP2082* NAVD 88     -       295.745  (meters)     970.29   (feet)  ADJUSTED  
 PP2082  ___________________________________________________________________
 PP2082  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 PP2082  DYNAMIC HT  -         295.691 (meters)     970.11  (feet)  COMP
 PP2082  MODELED GRAV-     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
 PP2082.and adjusted by the National Geodetic Survey in June 1991..
 PP2082
 PP2082.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP2081 ***********************************************************************
 PP2081  DESIGNATION -  0711 H
 PP2081  PID         -  PP2081
 PP2081  STATE/COUNTY-  MN/BLUE EARTH
 PP2081  USGS QUAD   -  BEAUFORD (1974)
 PP2081
 PP2081                         *CURRENT SURVEY CONTROL
 PP2081  ___________________________________________________________________
 PP2081* NAD 83(1986)-  44 05 40.     (N)    093 52 33.     (W)     SCALED    
 PP2081* NAVD 88     -       298.296  (meters)     978.66   (feet)  ADJUSTED  
 PP2081  ___________________________________________________________________
 PP2081  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 PP2081  DYNAMIC HT  -         298.242 (meters)     978.48  (feet)  COMP
 PP2081  MODELED GRAV-     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
 PP2081.and adjusted by the National Geodetic Survey in June 1991..
 PP2081
 PP2081.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP2077 ***********************************************************************
 PP2077  DESIGNATION -  0711 H 1
 PP2077  PID         -  PP2077
 PP2077  STATE/COUNTY-  MN/BLUE EARTH
 PP2077  USGS QUAD   -  BEAUFORD (1974)
 PP2077
 PP2077                         *CURRENT SURVEY CONTROL
 PP2077  ___________________________________________________________________
 PP2077* NAD 83(1986)-  44 06 03.     (N)    093 53 18.     (W)     SCALED    
 PP2077* NAVD 88     -       299.254  (meters)     981.80   (feet)  ADJUSTED  
 PP2077  ___________________________________________________________________
 PP2077  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 PP2077  DYNAMIC HT  -         299.201 (meters)     981.63  (feet)  COMP
 PP2077  MODELED GRAV-     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
 PP2077.and adjusted by the National Geodetic Survey in June 1991..
 PP2077
 PP2077.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP2071 ***********************************************************************
 PP2071  DESIGNATION -  0711 J
 PP2071  PID         -  PP2071
 PP2071  STATE/COUNTY-  MN/BLUE EARTH
 PP2071  USGS QUAD   -  BEAUFORD (1974)
 PP2071
 PP2071                         *CURRENT SURVEY CONTROL
 PP2071  ___________________________________________________________________
 PP2071* NAD 83(1986)-  44 07 24.     (N)    093 52 38.     (W)     SCALED    
 PP2071* NAVD 88     -       307.341  (meters)    1008.33   (feet)  ADJUSTED  
 PP2071  ___________________________________________________________________
 PP2071  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 PP2071  DYNAMIC HT  -         307.286 (meters)    1008.15  (feet)  COMP
 PP2071  MODELED GRAV-     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
 PP2071.and adjusted by the National Geodetic Survey in June 1991..
 PP2071
 PP2071.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP2070 ***********************************************************************
 PP2070  DESIGNATION -  0711 K
 PP2070  PID         -  PP2070
 PP2070  STATE/COUNTY-  MN/BLUE EARTH
 PP2070  USGS QUAD   -  MANKATO EAST (1993)
 PP2070
 PP2070                         *CURRENT SURVEY CONTROL
 PP2070  ___________________________________________________________________
 PP2070* NAD 83(1986)-  44 08 03.     (N)    093 52 56.     (W)     SCALED    
 PP2070* NAVD 88     -       288.036  (meters)     945.00   (feet)  ADJUSTED  
 PP2070  ___________________________________________________________________
 PP2070  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 PP2070  DYNAMIC HT  -         287.985 (meters)     944.83  (feet)  COMP
 PP2070  MODELED GRAV-     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
 PP2070.and adjusted by the National Geodetic Survey in June 1991..
 PP2070
 PP2070.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP2064 ***********************************************************************
 PP2064  DESIGNATION -  0711 N
 PP2064  PID         -  PP2064
 PP2064  STATE/COUNTY-  MN/BLUE EARTH
 PP2064  USGS QUAD   -  MANKATO EAST (1993)
 PP2064
 PP2064                         *CURRENT SURVEY CONTROL
 PP2064  ___________________________________________________________________
 PP2064* NAD 83(1986)-  44 08 42.     (N)    093 55 11.     (W)     SCALED    
 PP2064* NAVD 88     -       308.464  (meters)    1012.02   (feet)  ADJUSTED  
 PP2064  ___________________________________________________________________
 PP2064  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 PP2064  DYNAMIC HT  -         308.412 (meters)    1011.85  (feet)  COMP
 PP2064  MODELED GRAV-     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
 PP2064.and adjusted by the National Geodetic Survey in June 1991..
 PP2064
 PP2064.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP3511 ***********************************************************************
 PP3511  DESIGNATION -  0711 Q
 PP3511  PID         -  PP3511
 PP3511  STATE/COUNTY-  MN/BLUE EARTH
 PP3511  USGS QUAD   -  MANKATO EAST (1993)
 PP3511
 PP3511                         *CURRENT SURVEY CONTROL
 PP3511  ___________________________________________________________________
 PP3511* NAD 83(1986)-  44 08 16.     (N)    093 53 36.     (W)     SCALED    
 PP3511* NAVD 88     -       306.986  (meters)    1007.17   (feet)  ADJUSTED  
 PP3511  ___________________________________________________________________
 PP3511  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 PP3511  DYNAMIC HT  -         306.932 (meters)    1006.99  (feet)  COMP
 PP3511  MODELED GRAV-     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
 PP3511.and adjusted by the National Geodetic Survey in June 1995..
 PP3511
 PP3511.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP3512 ***********************************************************************
 PP3512  DESIGNATION -  0711 R
 PP3512  PID         -  PP3512
 PP3512  STATE/COUNTY-  MN/BLUE EARTH
 PP3512  USGS QUAD   -  MANKATO EAST (1993)
 PP3512
 PP3512                         *CURRENT SURVEY CONTROL
 PP3512  ___________________________________________________________________
 PP3512* NAD 83(1986)-  44 08 25.     (N)    093 54 31.     (W)     SCALED    
 PP3512* NAVD 88     -       305.487  (meters)    1002.25   (feet)  ADJUSTED  
 PP3512  ___________________________________________________________________
 PP3512  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 PP3512  DYNAMIC HT  -         305.435 (meters)    1002.08  (feet)  COMP
 PP3512  MODELED GRAV-     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
 PP3512.and adjusted by the National Geodetic Survey in June 1995..
 PP3512
 PP3512.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1409 ***********************************************************************
 OP1409  DESIGNATION -  0712 A
 OP1409  PID         -  OP1409
 OP1409  STATE/COUNTY-  MN/FARIBAULT
 OP1409  USGS QUAD   -  WINNEBAGO (1977)
 OP1409
 OP1409                         *CURRENT SURVEY CONTROL
 OP1409  ___________________________________________________________________
 OP1409* NAD 83(1986)-  43 51 19.     (N)    094 10 04.     (W)     SCALED    
 OP1409* NAVD 88     -       321.187  (meters)    1053.76   (feet)  ADJUSTED  
 OP1409  ___________________________________________________________________
 OP1409  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 OP1409  DYNAMIC HT  -         321.128 (meters)    1053.57  (feet)  COMP
 OP1409  MODELED GRAV-     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
 OP1409.and adjusted by the National Geodetic Survey in June 1995..
 OP1409
 OP1409.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1795 ***********************************************************************
 PQ1795  DESIGNATION -  0712 AA
 PQ1795  PID         -  PQ1795
 PQ1795  STATE/COUNTY-  MN/BLUE EARTH
 PQ1795  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1795
 PQ1795                         *CURRENT SURVEY CONTROL
 PQ1795  ___________________________________________________________________
 PQ1795* NAD 83(1986)-  44 05 52.     (N)    094 08 03.     (W)     SCALED    
 PQ1795* NAVD 88     -       303.146  (meters)     994.57   (feet)  ADJUSTED  
 PQ1795  ___________________________________________________________________
 PQ1795  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 PQ1795  DYNAMIC HT  -         303.096 (meters)     994.41  (feet)  COMP
 PQ1795  MODELED GRAV-     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
 PQ1795.and adjusted by the National Geodetic Survey in June 1995..
 PQ1795
 PQ1795.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1796 ***********************************************************************
 PQ1796  DESIGNATION -  0712 AB
 PQ1796  PID         -  PQ1796
 PQ1796  STATE/COUNTY-  MN/BLUE EARTH
 PQ1796  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1796
 PQ1796                         *CURRENT SURVEY CONTROL
 PQ1796  ___________________________________________________________________
 PQ1796* NAD 83(1986)-  44 06 30.     (N)    094 08 02.     (W)     SCALED    
 PQ1796* NAVD 88     -       300.155  (meters)     984.76   (feet)  ADJUSTED  
 PQ1796  ___________________________________________________________________
 PQ1796  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 PQ1796  DYNAMIC HT  -         300.107 (meters)     984.60  (feet)  COMP
 PQ1796  MODELED GRAV-     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
 PQ1796.and adjusted by the National Geodetic Survey in June 1995..
 PQ1796
 PQ1796.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1797 ***********************************************************************
 PQ1797  DESIGNATION -  0712 AC
 PQ1797  PID         -  PQ1797
 PQ1797  STATE/COUNTY-  MN/BLUE EARTH
 PQ1797  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1797
 PQ1797                         *CURRENT SURVEY CONTROL
 PQ1797  ___________________________________________________________________
 PQ1797* NAD 83(1986)-  44 06 57.     (N)    094 08 04.     (W)     SCALED    
 PQ1797* NAVD 88     -       300.914  (meters)     987.25   (feet)  ADJUSTED  
 PQ1797  ___________________________________________________________________
 PQ1797  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 PQ1797  DYNAMIC HT  -         300.866 (meters)     987.09  (feet)  COMP
 PQ1797  MODELED GRAV-     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
 PQ1797.and adjusted by the National Geodetic Survey in June 1995..
 PQ1797
 PQ1797.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1798 ***********************************************************************
 PQ1798  DESIGNATION -  0712 AD
 PQ1798  PID         -  PQ1798
 PQ1798  STATE/COUNTY-  MN/BLUE EARTH
 PQ1798  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1798
 PQ1798                         *CURRENT SURVEY CONTROL
 PQ1798  ___________________________________________________________________
 PQ1798* NAD 83(1986)-  44 07 21.     (N)    094 07 48.     (W)     SCALED    
 PQ1798* NAVD 88     -       295.799  (meters)     970.47   (feet)  ADJUSTED  
 PQ1798  ___________________________________________________________________
 PQ1798  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 PQ1798  DYNAMIC HT  -         295.751 (meters)     970.31  (feet)  COMP
 PQ1798  MODELED GRAV-     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
 PQ1798.and adjusted by the National Geodetic Survey in June 1995..
 PQ1798
 PQ1798.The geoid height was determined by GEOID03.
 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: 15TVJ095861(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1800 ***********************************************************************
 PQ1800  DESIGNATION -  0712 AE
 PQ1800  PID         -  PQ1800
 PQ1800  STATE/COUNTY-  MN/BLUE EARTH
 PQ1800  USGS QUAD   -  MANKATO WEST (1993)
 PQ1800
 PQ1800                         *CURRENT SURVEY CONTROL
 PQ1800  ___________________________________________________________________
 PQ1800* NAD 83(1986)-  44 08 02.     (N)    094 07 11.     (W)     SCALED    
 PQ1800* NAVD 88     -       301.565  (meters)     989.38   (feet)  ADJUSTED  
 PQ1800  ___________________________________________________________________
 PQ1800  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 PQ1800  DYNAMIC HT  -         301.517 (meters)     989.23  (feet)  COMP
 PQ1800  MODELED GRAV-     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
 PQ1800.and adjusted by the National Geodetic Survey in June 1995..
 PQ1800
 PQ1800.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1414 ***********************************************************************
 OP1414  DESIGNATION -  0712 B
 OP1414  PID         -  OP1414
 OP1414  STATE/COUNTY-  MN/BLUE EARTH
 OP1414  USGS QUAD   -  WINNEBAGO (1977)
 OP1414
 OP1414                         *CURRENT SURVEY CONTROL
 OP1414  ___________________________________________________________________
 OP1414* NAD 83(1986)-  43 51 46.     (N)    094 10 06.     (W)     SCALED    
 OP1414* NAVD 88     -       318.799  (meters)    1045.93   (feet)  ADJUSTED  
 OP1414  ___________________________________________________________________
 OP1414  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 OP1414  DYNAMIC HT  -         318.740 (meters)    1045.73  (feet)  COMP
 OP1414  MODELED GRAV-     980,426.7   (mgal)                       NAVD 88
 OP1414
 OP1414  VERT ORDER  -  SECOND    CLASS I
 OP1414
 OP1414.The horizontal coordinates were scaled from a topographic map and have
 OP1414.an estimated accuracy of +/- 6 seconds.
 OP1414
 OP1414.The orthometric height was determined by differential leveling
 OP1414.and adjusted by the National Geodetic Survey in June 1995..
 OP1414
 OP1414.The geoid height was determined by GEOID03.
 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     -   195,880.      786,470.      MT  (+/- 180 meters Scaled)
 OP1414
 OP1414                          SUPERSEDED SURVEY CONTROL
 OP1414
 OP1414.No superseded survey control is available for this station.
 OP1414
 OP1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ061572(NAD 83)
 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 = OCTOBER  6, 2006
 OP1415 ***********************************************************************
 OP1415  DESIGNATION -  0712 C
 OP1415  PID         -  OP1415
 OP1415  STATE/COUNTY-  MN/BLUE EARTH
 OP1415  USGS QUAD   -  WINNEBAGO (1977)
 OP1415
 OP1415                         *CURRENT SURVEY CONTROL
 OP1415  ___________________________________________________________________
 OP1415* NAD 83(1986)-  43 52 18.     (N)    094 10 08.     (W)     SCALED    
 OP1415* NAVD 88     -       317.451  (meters)    1041.50   (feet)  ADJUSTED  
 OP1415  ___________________________________________________________________
 OP1415  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 OP1415  DYNAMIC HT  -         317.393 (meters)    1041.31  (feet)  COMP
 OP1415  MODELED GRAV-     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
 OP1415.and adjusted by the National Geodetic Survey in June 1995..
 OP1415
 OP1415.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1416 ***********************************************************************
 OP1416  DESIGNATION -  0712 D
 OP1416  PID         -  OP1416
 OP1416  STATE/COUNTY-  MN/BLUE EARTH
 OP1416  USGS QUAD   -  AMBOY (1967)
 OP1416
 OP1416                         *CURRENT SURVEY CONTROL
 OP1416  ___________________________________________________________________
 OP1416* NAD 83(1986)-  43 52 50.     (N)    094 10 13.     (W)     SCALED    
 OP1416* NAVD 88     -       318.562  (meters)    1045.15   (feet)  ADJUSTED  
 OP1416  ___________________________________________________________________
 OP1416  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 OP1416  DYNAMIC HT  -         318.504 (meters)    1044.96  (feet)  COMP
 OP1416  MODELED GRAV-     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
 OP1416.and adjusted by the National Geodetic Survey in June 1995..
 OP1416
 OP1416.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1420 ***********************************************************************
 OP1420  DESIGNATION -  0712 E
 OP1420  PID         -  OP1420
 OP1420  STATE/COUNTY-  MN/BLUE EARTH
 OP1420  USGS QUAD   -  AMBOY (1967)
 OP1420
 OP1420                         *CURRENT SURVEY CONTROL
 OP1420  ___________________________________________________________________
 OP1420* NAD 83(1996)-  43 53 30.37687(N)    094 10 32.66440(W)     ADJUSTED  
 OP1420* NAVD 88     -       317.463  (meters)    1041.54   (feet)  ADJUSTED  
 OP1420  ___________________________________________________________________
 OP1420  X           -    -335,246.663 (meters)                     COMP
 OP1420  Y           -  -4,591,808.351 (meters)                     COMP
 OP1420  Z           -   4,399,633.941 (meters)                     COMP
 OP1420  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 OP1420  ELLIP HEIGHT-         289.30  (meters)          (05/18/04) GPS OBS
 OP1420  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 OP1420  DYNAMIC HT  -         317.406 (meters)    1041.36  (feet)  COMP
 OP1420  MODELED GRAV-     980,430.8   (mgal)                       NAVD 88
 OP1420
 OP1420  HORZ ORDER  -  FIRST
 OP1420  VERT ORDER  -  SECOND    CLASS I
 OP1420  ELLP ORDER  -  THIRD     CLASS I
 OP1420
 OP1420.The horizontal coordinates were established by GPS observations
 OP1420.and adjusted by the MN DEPT OF TRANSP in May 2004..
 OP1420
 OP1420.The orthometric height was determined by differential leveling
 OP1420.and adjusted by the National Geodetic Survey in June 1995..
 OP1420
 OP1420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1420
 OP1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1420
 OP1420.The ellipsoidal height was determined by GPS observations
 OP1420.and is referenced to NAD 83.
 OP1420
 OP1420.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1420;SPC MN S     -   199,102.164   785,879.275   MT  0.99997827   -0 07 23.5
 OP1420;UTM  15      - 4,860,524.045   405,564.631   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  =   0.99966434
 OP1420
 OP1420                          SUPERSEDED SURVEY CONTROL
 OP1420
 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: 15TVJ0556560524(NAD 83)
 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 = OCTOBER  6, 2006
 OP1421 ***********************************************************************
 OP1421  DESIGNATION -  0712 F
 OP1421  PID         -  OP1421
 OP1421  STATE/COUNTY-  MN/BLUE EARTH
 OP1421  USGS QUAD   -  AMBOY (1967)
 OP1421
 OP1421                         *CURRENT SURVEY CONTROL
 OP1421  ___________________________________________________________________
 OP1421* NAD 83(1986)-  43 53 55.     (N)    094 10 29.     (W)     SCALED    
 OP1421* NAVD 88     -       317.916  (meters)    1043.03   (feet)  ADJUSTED  
 OP1421  ___________________________________________________________________
 OP1421  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 OP1421  DYNAMIC HT  -         317.859 (meters)    1042.84  (feet)  COMP
 OP1421  MODELED GRAV-     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
 OP1421.and adjusted by the National Geodetic Survey in June 1995..
 OP1421
 OP1421.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1422 ***********************************************************************
 OP1422  DESIGNATION -  0712 G
 OP1422  PID         -  OP1422
 OP1422  STATE/COUNTY-  MN/BLUE EARTH
 OP1422  USGS QUAD   -  AMBOY (1967)
 OP1422
 OP1422                         *CURRENT SURVEY CONTROL
 OP1422  ___________________________________________________________________
 OP1422* NAD 83(1986)-  43 54 47.     (N)    094 10 27.     (W)     SCALED    
 OP1422* NAVD 88     -       317.140  (meters)    1040.48   (feet)  ADJUSTED  
 OP1422  ___________________________________________________________________
 OP1422  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 OP1422  DYNAMIC HT  -         317.084 (meters)    1040.30  (feet)  COMP
 OP1422  MODELED GRAV-     980,433.4   (mgal)                       NAVD 88
 OP1422
 OP1422  VERT ORDER  -  SECOND    CLASS I
 OP1422
 OP1422.The horizontal coordinates were scaled from a topographic map and have
 OP1422.an estimated accuracy of +/- 6 seconds.
 OP1422
 OP1422.The orthometric height was determined by differential leveling
 OP1422.and adjusted by the National Geodetic Survey in June 1995..
 OP1422
 OP1422.The geoid height was determined by GEOID03.
 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     -   201,470.      786,010.      MT  (+/- 180 meters Scaled)
 OP1422
 OP1422                          SUPERSEDED SURVEY CONTROL
 OP1422
 OP1422.No superseded survey control is available for this station.
 OP1422
 OP1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ057628(NAD 83)
 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 = OCTOBER  6, 2006
 OP1423 ***********************************************************************
 OP1423  DESIGNATION -  0712 H
 OP1423  PID         -  OP1423
 OP1423  STATE/COUNTY-  MN/BLUE EARTH
 OP1423  USGS QUAD   -  AMBOY (1967)
 OP1423
 OP1423                         *CURRENT SURVEY CONTROL
 OP1423  ___________________________________________________________________
 OP1423* NAD 83(1986)-  43 55 14.     (N)    094 10 24.     (W)     SCALED    
 OP1423* NAVD 88     -       317.056  (meters)    1040.21   (feet)  ADJUSTED  
 OP1423  ___________________________________________________________________
 OP1423  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 OP1423  DYNAMIC HT  -         317.000 (meters)    1040.02  (feet)  COMP
 OP1423  MODELED GRAV-     980,434.2   (mgal)                       NAVD 88
 OP1423
 OP1423  VERT ORDER  -  SECOND    CLASS I
 OP1423
 OP1423.The horizontal coordinates were scaled from a topographic map and have
 OP1423.an estimated accuracy of +/- 6 seconds.
 OP1423
 OP1423.The orthometric height was determined by differential leveling
 OP1423.and adjusted by the National Geodetic Survey in June 1995..
 OP1423
 OP1423.The geoid height was determined by GEOID03.
 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.      786,080.      MT  (+/- 180 meters Scaled)
 OP1423
 OP1423                          SUPERSEDED SURVEY CONTROL
 OP1423
 OP1423.No superseded survey control is available for this station.
 OP1423
 OP1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ058637(NAD 83)
 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 = OCTOBER  6, 2006
 OP1427 ***********************************************************************
 OP1427  DESIGNATION -  0712 J
 OP1427  PID         -  OP1427
 OP1427  STATE/COUNTY-  MN/BLUE EARTH
 OP1427  USGS QUAD   -  AMBOY (1967)
 OP1427
 OP1427                         *CURRENT SURVEY CONTROL
 OP1427  ___________________________________________________________________
 OP1427* NAD 83(1986)-  43 56 06.     (N)    094 10 27.     (W)     SCALED    
 OP1427* NAVD 88     -       315.095  (meters)    1033.77   (feet)  ADJUSTED  
 OP1427  ___________________________________________________________________
 OP1427  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 OP1427  DYNAMIC HT  -         315.040 (meters)    1033.59  (feet)  COMP
 OP1427  MODELED GRAV-     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
 OP1427.and adjusted by the National Geodetic Survey in June 1995..
 OP1427
 OP1427.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1428 ***********************************************************************
 OP1428  DESIGNATION -  0712 K
 OP1428  PID         -  OP1428
 OP1428  STATE/COUNTY-  MN/BLUE EARTH
 OP1428  USGS QUAD   -  AMBOY (1967)
 OP1428
 OP1428                         *CURRENT SURVEY CONTROL
 OP1428  ___________________________________________________________________
 OP1428* NAD 83(1986)-  43 56 32.     (N)    094 10 16.     (W)     SCALED    
 OP1428* NAVD 88     -       310.465  (meters)    1018.58   (feet)  ADJUSTED  
 OP1428  ___________________________________________________________________
 OP1428  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 OP1428  DYNAMIC HT  -         310.411 (meters)    1018.41  (feet)  COMP
 OP1428  MODELED GRAV-     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
 OP1428.and adjusted by the National Geodetic Survey in June 1995..
 OP1428
 OP1428.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1429 ***********************************************************************
 OP1429  DESIGNATION -  0712 L
 OP1429  PID         -  OP1429
 OP1429  STATE/COUNTY-  MN/BLUE EARTH
 OP1429  USGS QUAD   -  AMBOY (1967)
 OP1429
 OP1429                         *CURRENT SURVEY CONTROL
 OP1429  ___________________________________________________________________
 OP1429* NAD 83(1986)-  43 56 58.     (N)    094 10 10.     (W)     SCALED    
 OP1429* NAVD 88     -       312.493  (meters)    1025.24   (feet)  ADJUSTED  
 OP1429  ___________________________________________________________________
 OP1429  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 OP1429  DYNAMIC HT  -         312.439 (meters)    1025.06  (feet)  COMP
 OP1429  MODELED GRAV-     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
 OP1429.and adjusted by the National Geodetic Survey in June 1995..
 OP1429
 OP1429.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1430 ***********************************************************************
 OP1430  DESIGNATION -  0712 M
 OP1430  PID         -  OP1430
 OP1430  STATE/COUNTY-  MN/BLUE EARTH
 OP1430  USGS QUAD   -  AMBOY (1967)
 OP1430
 OP1430                         *CURRENT SURVEY CONTROL
 OP1430  ___________________________________________________________________
 OP1430* NAD 83(1986)-  43 57 22.     (N)    094 10 15.     (W)     SCALED    
 OP1430* NAVD 88     -       297.583  (meters)     976.32   (feet)  ADJUSTED  
 OP1430  ___________________________________________________________________
 OP1430  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 OP1430  DYNAMIC HT  -         297.532 (meters)     976.15  (feet)  COMP
 OP1430  MODELED GRAV-     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
 OP1430.and adjusted by the National Geodetic Survey in June 1995..
 OP1430
 OP1430.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1431 ***********************************************************************
 OP1431  DESIGNATION -  0712 M 1
 OP1431  PID         -  OP1431
 OP1431  STATE/COUNTY-  MN/BLUE EARTH
 OP1431  USGS QUAD   -  AMBOY (1967)
 OP1431
 OP1431                         *CURRENT SURVEY CONTROL
 OP1431  ___________________________________________________________________
 OP1431* NAD 83(1986)-  43 57 24.     (N)    094 10 13.     (W)     SCALED    
 OP1431* NAVD 88     -       297.968  (meters)     977.58   (feet)  ADJUSTED  
 OP1431  ___________________________________________________________________
 OP1431  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 OP1431  DYNAMIC HT  -         297.916 (meters)     977.41  (feet)  COMP
 OP1431  MODELED GRAV-     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
 OP1431.and adjusted by the National Geodetic Survey in June 1995..
 OP1431
 OP1431.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1436 ***********************************************************************
 OP1436  DESIGNATION -  0712 N
 OP1436  PID         -  OP1436
 OP1436  STATE/COUNTY-  MN/BLUE EARTH
 OP1436  USGS QUAD   -  AMBOY (1967)
 OP1436
 OP1436                         *CURRENT SURVEY CONTROL
 OP1436  ___________________________________________________________________
 OP1436* NAD 83(1986)-  43 58 22.     (N)    094 10 10.     (W)     SCALED    
 OP1436* NAVD 88     -       313.262  (meters)    1027.76   (feet)  ADJUSTED  
 OP1436  ___________________________________________________________________
 OP1436  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 OP1436  DYNAMIC HT  -         313.209 (meters)    1027.59  (feet)  COMP
 OP1436  MODELED GRAV-     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
 OP1436.and adjusted by the National Geodetic Survey in June 1995..
 OP1436
 OP1436.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1437 ***********************************************************************
 OP1437  DESIGNATION -  0712 P
 OP1437  PID         -  OP1437
 OP1437  STATE/COUNTY-  MN/BLUE EARTH
 OP1437  USGS QUAD   -  AMBOY (1967)
 OP1437
 OP1437                         *CURRENT SURVEY CONTROL
 OP1437  ___________________________________________________________________
 OP1437* NAD 83(1986)-  43 59 08.     (N)    094 10 08.     (W)     SCALED    
 OP1437* NAVD 88     -       307.673  (meters)    1009.42   (feet)  ADJUSTED  
 OP1437  ___________________________________________________________________
 OP1437  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 OP1437  DYNAMIC HT  -         307.620 (meters)    1009.25  (feet)  COMP
 OP1437  MODELED GRAV-     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
 OP1437.and adjusted by the National Geodetic Survey in June 1995..
 OP1437
 OP1437.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1438 ***********************************************************************
 OP1438  DESIGNATION -  0712 Q
 OP1438  PID         -  OP1438
 OP1438  STATE/COUNTY-  MN/BLUE EARTH
 OP1438  USGS QUAD   -  AMBOY (1967)
 OP1438
 OP1438                         *CURRENT SURVEY CONTROL
 OP1438  ___________________________________________________________________
 OP1438* NAD 83(1986)-  43 59 47.     (N)    094 10 06.     (W)     SCALED    
 OP1438* NAVD 88     -       305.190  (meters)    1001.28   (feet)  ADJUSTED  
 OP1438  ___________________________________________________________________
 OP1438  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 OP1438  DYNAMIC HT  -         305.137 (meters)    1001.10  (feet)  COMP
 OP1438  MODELED GRAV-     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
 OP1438.and adjusted by the National Geodetic Survey in June 1995..
 OP1438
 OP1438.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1774 ***********************************************************************
 PQ1774  DESIGNATION -  0712 R
 PQ1774  PID         -  PQ1774
 PQ1774  STATE/COUNTY-  MN/BLUE EARTH
 PQ1774  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1774
 PQ1774                         *CURRENT SURVEY CONTROL
 PQ1774  ___________________________________________________________________
 PQ1774* NAD 83(1986)-  44 00 26.     (N)    094 10 13.     (W)     SCALED    
 PQ1774* NAVD 88     -       302.257  (meters)     991.65   (feet)  ADJUSTED  
 PQ1774  ___________________________________________________________________
 PQ1774  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 PQ1774  DYNAMIC HT  -         302.204 (meters)     991.48  (feet)  COMP
 PQ1774  MODELED GRAV-     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
 PQ1774.and adjusted by the National Geodetic Survey in June 1995..
 PQ1774
 PQ1774.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1779 ***********************************************************************
 PQ1779  DESIGNATION -  0712 S
 PQ1779  PID         -  PQ1779
 PQ1779  STATE/COUNTY-  MN/BLUE EARTH
 PQ1779  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1779
 PQ1779                         *CURRENT SURVEY CONTROL
 PQ1779  ___________________________________________________________________
 PQ1779* NAD 83(1986)-  44 02 12.     (N)    094 10 46.     (W)     SCALED    
 PQ1779* NAVD 88     -       296.005  (meters)     971.14   (feet)  ADJUSTED  
 PQ1779  ___________________________________________________________________
 PQ1779  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 PQ1779  DYNAMIC HT  -         295.954 (meters)     970.98  (feet)  COMP
 PQ1779  MODELED GRAV-     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
 PQ1779.and adjusted by the National Geodetic Survey in June 1995..
 PQ1779
 PQ1779.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1780 ***********************************************************************
 PQ1780  DESIGNATION -  0712 T
 PQ1780  PID         -  PQ1780
 PQ1780  STATE/COUNTY-  MN/BLUE EARTH
 PQ1780  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1780
 PQ1780                         *CURRENT SURVEY CONTROL
 PQ1780  ___________________________________________________________________
 PQ1780* NAD 83(1986)-  44 02 38.     (N)    094 10 20.     (W)     SCALED    
 PQ1780* NAVD 88     -       279.926  (meters)     918.39   (feet)  ADJUSTED  
 PQ1780  ___________________________________________________________________
 PQ1780  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 PQ1780  DYNAMIC HT  -         279.878 (meters)     918.23  (feet)  COMP
 PQ1780  MODELED GRAV-     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
 PQ1780.and adjusted by the National Geodetic Survey in June 1995..
 PQ1780
 PQ1780.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1781 ***********************************************************************
 PQ1781  DESIGNATION -  0712 U
 PQ1781  PID         -  PQ1781
 PQ1781  STATE/COUNTY-  MN/BLUE EARTH
 PQ1781  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1781
 PQ1781                         *CURRENT SURVEY CONTROL
 PQ1781  ___________________________________________________________________
 PQ1781* NAD 83(1986)-  44 02 50.     (N)    094 10 05.     (W)     SCALED    
 PQ1781* NAVD 88     -       279.148  (meters)     915.84   (feet)  ADJUSTED  
 PQ1781  ___________________________________________________________________
 PQ1781  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 PQ1781  DYNAMIC HT  -         279.100 (meters)     915.68  (feet)  COMP
 PQ1781  MODELED GRAV-     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
 PQ1781.and adjusted by the National Geodetic Survey in June 1995..
 PQ1781
 PQ1781.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1782 ***********************************************************************
 PQ1782  DESIGNATION -  0712 V
 PQ1782  PID         -  PQ1782
 PQ1782  STATE/COUNTY-  MN/BLUE EARTH
 PQ1782  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1782
 PQ1782                         *CURRENT SURVEY CONTROL
 PQ1782  ___________________________________________________________________
 PQ1782* NAD 83(1986)-  44 03 15.     (N)    094 09 51.     (W)     SCALED    
 PQ1782* NAVD 88     -       295.333  (meters)     968.94   (feet)  ADJUSTED  
 PQ1782  ___________________________________________________________________
 PQ1782  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 PQ1782  DYNAMIC HT  -         295.282 (meters)     968.77  (feet)  COMP
 PQ1782  MODELED GRAV-     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
 PQ1782.and adjusted by the National Geodetic Survey in June 1995..
 PQ1782
 PQ1782.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1787 ***********************************************************************
 PQ1787  DESIGNATION -  0712 W
 PQ1787  PID         -  PQ1787
 PQ1787  STATE/COUNTY-  MN/BLUE EARTH
 PQ1787  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1787
 PQ1787                         *CURRENT SURVEY CONTROL
 PQ1787  ___________________________________________________________________
 PQ1787* NAD 83(1986)-  44 03 44.     (N)    094 09 47.     (W)     SCALED    
 PQ1787* NAVD 88     -       303.587  (meters)     996.02   (feet)  ADJUSTED  
 PQ1787  ___________________________________________________________________
 PQ1787  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 PQ1787  DYNAMIC HT  -         303.535 (meters)     995.85  (feet)  COMP
 PQ1787  MODELED GRAV-     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
 PQ1787.and adjusted by the National Geodetic Survey in June 1995..
 PQ1787
 PQ1787.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1789 ***********************************************************************
 PQ1789  DESIGNATION -  0712 X
 PQ1789  PID         -  PQ1789
 PQ1789  STATE/COUNTY-  MN/BLUE EARTH
 PQ1789  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1789
 PQ1789                         *CURRENT SURVEY CONTROL
 PQ1789  ___________________________________________________________________
 PQ1789* NAD 83(1986)-  44 04 20.     (N)    094 08 55.     (W)     SCALED    
 PQ1789* NAVD 88     -       301.842  (meters)     990.29   (feet)  ADJUSTED  
 PQ1789  ___________________________________________________________________
 PQ1789  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 PQ1789  DYNAMIC HT  -         301.792 (meters)     990.13  (feet)  COMP
 PQ1789  MODELED GRAV-     980,442.5   (mgal)                       NAVD 88
 PQ1789
 PQ1789  VERT ORDER  -  SECOND    CLASS I
 PQ1789
 PQ1789.The horizontal coordinates were scaled from a topographic map and have
 PQ1789.an estimated accuracy of +/- 6 seconds.
 PQ1789
 PQ1789.The orthometric height was determined by differential leveling
 PQ1789.and adjusted by the National Geodetic Survey in June 1995..
 PQ1789
 PQ1789.The geoid height was determined by GEOID03.
 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     -   219,150.      788,100.      MT  (+/- 180 meters Scaled)
 PQ1789
 PQ1789                          SUPERSEDED SURVEY CONTROL
 PQ1789
 PQ1789.No superseded survey control is available for this station.
 PQ1789
 PQ1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ080805(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1793 ***********************************************************************
 PQ1793  DESIGNATION -  0712 Y
 PQ1793  PID         -  PQ1793
 PQ1793  STATE/COUNTY-  MN/BLUE EARTH
 PQ1793  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1793
 PQ1793                         *CURRENT SURVEY CONTROL
 PQ1793  ___________________________________________________________________
 PQ1793* NAD 83(1986)-  44 04 37.     (N)    094 08 32.     (W)     SCALED    
 PQ1793* NAVD 88     -       300.320  (meters)     985.30   (feet)  ADJUSTED  
 PQ1793  ___________________________________________________________________
 PQ1793  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 PQ1793  DYNAMIC HT  -         300.270 (meters)     985.14  (feet)  COMP
 PQ1793  MODELED GRAV-     980,443.6   (mgal)                       NAVD 88
 PQ1793
 PQ1793  VERT ORDER  -  SECOND    CLASS I
 PQ1793
 PQ1793.The horizontal coordinates were scaled from a topographic map and have
 PQ1793.an estimated accuracy of +/- 6 seconds.
 PQ1793
 PQ1793.The orthometric height was determined by differential leveling
 PQ1793.and adjusted by the National Geodetic Survey in June 1995..
 PQ1793
 PQ1793.The geoid height was determined by GEOID03.
 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     -   219,670.      788,610.      MT  (+/- 180 meters Scaled)
 PQ1793
 PQ1793                          SUPERSEDED SURVEY CONTROL
 PQ1793
 PQ1793.No superseded survey control is available for this station.
 PQ1793
 PQ1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ085810(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1794 ***********************************************************************
 PQ1794  DESIGNATION -  0712 Z
 PQ1794  PID         -  PQ1794
 PQ1794  STATE/COUNTY-  MN/BLUE EARTH
 PQ1794  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1794
 PQ1794                         *CURRENT SURVEY CONTROL
 PQ1794  ___________________________________________________________________
 PQ1794* NAD 83(1986)-  44 05 26.     (N)    094 08 06.     (W)     SCALED    
 PQ1794* NAVD 88     -       304.262  (meters)     998.23   (feet)  ADJUSTED  
 PQ1794  ___________________________________________________________________
 PQ1794  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 PQ1794  DYNAMIC HT  -         304.212 (meters)     998.07  (feet)  COMP
 PQ1794  MODELED GRAV-     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
 PQ1794.and adjusted by the National Geodetic Survey in June 1995..
 PQ1794
 PQ1794.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0580 ***********************************************************************
 PQ0580  DESIGNATION -  0713 A
 PQ0580  PID         -  PQ0580
 PQ0580  STATE/COUNTY-  MN/BLUE EARTH
 PQ0580  USGS QUAD   -  MANKATO WEST (1993)
 PQ0580
 PQ0580                         *CURRENT SURVEY CONTROL
 PQ0580  ___________________________________________________________________
 PQ0580* NAD 83(1986)-  44 08 43.     (N)    094 05 46.     (W)     SCALED    
 PQ0580* NAVD 88     -       296.951  (meters)     974.25   (feet)  ADJUSTED  
 PQ0580  ___________________________________________________________________
 PQ0580  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 PQ0580  DYNAMIC HT  -         296.905 (meters)     974.10  (feet)  COMP
 PQ0580  MODELED GRAV-     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
 PQ0580.and adjusted by the National Geodetic Survey in June 1995..
 PQ0580
 PQ0580.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 PQ0582 ***********************************************************************
 PQ0582  DESIGNATION -  0713 B
 PQ0582  PID         -  PQ0582
 PQ0582  STATE/COUNTY-  MN/BLUE EARTH
 PQ0582  USGS QUAD   -  MANKATO WEST (1993)
 PQ0582
 PQ0582                         *CURRENT SURVEY CONTROL
 PQ0582  ___________________________________________________________________
 PQ0582* NAD 83(1996)-  44 09 06.07531(N)    094 04 16.74684(W)     ADJUSTED  
 PQ0582* NAVD 88     -       256.976  (meters)     843.10   (feet)  ADJUSTED  
 PQ0582  ___________________________________________________________________
 PQ0582  X           -    -325,449.492 (meters)                     COMP
 PQ0582  Y           -  -4,572,348.572 (meters)                     COMP
 PQ0582  Z           -   4,420,359.644 (meters)                     COMP
 PQ0582  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 PQ0582  ELLIP HEIGHT-         228.81  (meters)          (01/23/03) GPS OBS
 PQ0582  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 PQ0582  DYNAMIC HT  -         256.937 (meters)     842.97  (feet)  COMP
 PQ0582  MODELED GRAV-     980,460.4   (mgal)                       NAVD 88
 PQ0582
 PQ0582  HORZ ORDER  -  FIRST
 PQ0582  VERT ORDER  -  SECOND    CLASS I
 PQ0582  ELLP ORDER  -  THIRD     CLASS II
 PQ0582
 PQ0582.The horizontal coordinates were established by GPS observations
 PQ0582.and adjusted by the MN DEPT OF TRANSP in January 2003..
 PQ0582
 PQ0582.The orthometric height was determined by differential leveling
 PQ0582.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PQ0582
 PQ0582.The ellipsoidal height was determined by GPS observations
 PQ0582.and is referenced to NAD 83.
 PQ0582
 PQ0582.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ0582;SPC MN S     -   227,968.239   794,294.743   MT  0.99994057   -0 02 60.0
 PQ0582;UTM  15      - 4,889,278.621   414,326.962   MT  0.99969027   -0 44 46.6
 PQ0582
 PQ0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0582!SPC MN S     -   0.99996412  x   0.99994057  =   0.99990470
 PQ0582!UTM  15      -   0.99996412  x   0.99969027  =   0.99965440
 PQ0582
 PQ0582                          SUPERSEDED SURVEY CONTROL
 PQ0582
 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: 15TVJ1432789279(NAD 83)
 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 = OCTOBER  6, 2006
 PQ0584 ***********************************************************************
 PQ0584  DESIGNATION -  0713 C
 PQ0584  PID         -  PQ0584
 PQ0584  STATE/COUNTY-  MN/BLUE EARTH
 PQ0584  USGS QUAD   -  MANKATO WEST (1993)
 PQ0584
 PQ0584                         *CURRENT SURVEY CONTROL
 PQ0584  ___________________________________________________________________
 PQ0584* NAD 83(1986)-  44 09 11.     (N)    094 02 46.     (W)     SCALED    
 PQ0584* NAVD 88     -       252.817  (meters)     829.45   (feet)  ADJUSTED  
 PQ0584  ___________________________________________________________________
 PQ0584  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 PQ0584  DYNAMIC HT  -         252.780 (meters)     829.33  (feet)  COMP
 PQ0584  MODELED GRAV-     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
 PQ0584.and adjusted by the National Geodetic Survey in June 1991..
 PQ0584
 PQ0584.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0585 ***********************************************************************
 PQ0585  DESIGNATION -  0713 D
 PQ0585  PID         -  PQ0585
 PQ0585  STATE/COUNTY-  MN/BLUE EARTH
 PQ0585  USGS QUAD   -  MANKATO WEST (1993)
 PQ0585
 PQ0585                         *CURRENT SURVEY CONTROL
 PQ0585  ___________________________________________________________________
 PQ0585* NAD 83(1986)-  44 09 13.     (N)    094 02 45.     (W)     SCALED    
 PQ0585* NAVD 88     -       251.784  (meters)     826.06   (feet)  ADJUSTED  
 PQ0585  ___________________________________________________________________
 PQ0585  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 PQ0585  DYNAMIC HT  -         251.746 (meters)     825.94  (feet)  COMP
 PQ0585  MODELED GRAV-     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
 PQ0585.and adjusted by the National Geodetic Survey in June 1991..
 PQ0585
 PQ0585.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0586 ***********************************************************************
 PQ0586  DESIGNATION -  0713 E
 PQ0586  PID         -  PQ0586
 PQ0586  STATE/COUNTY-  MN/BLUE EARTH
 PQ0586  USGS QUAD   -  MANKATO WEST (1993)
 PQ0586
 PQ0586                         *CURRENT SURVEY CONTROL
 PQ0586  ___________________________________________________________________
 PQ0586* NAD 83(1986)-  44 09 17.     (N)    094 01 57.     (W)     SCALED    
 PQ0586* NAVD 88     -       239.357  (meters)     785.29   (feet)  ADJUSTED  
 PQ0586  ___________________________________________________________________
 PQ0586  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 PQ0586  DYNAMIC HT  -         239.322 (meters)     785.18  (feet)  COMP
 PQ0586  MODELED GRAV-     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
 PQ0586.and adjusted by the National Geodetic Survey in June 1991..
 PQ0586
 PQ0586.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0587 ***********************************************************************
 PQ0587  DESIGNATION -  0713 E 1
 PQ0587  PID         -  PQ0587
 PQ0587  STATE/COUNTY-  MN/BLUE EARTH
 PQ0587  USGS QUAD   -  MANKATO WEST (1993)
 PQ0587
 PQ0587                         *CURRENT SURVEY CONTROL
 PQ0587  ___________________________________________________________________
 PQ0587* NAD 83(1986)-  44 09 16.     (N)    094 01 56.     (W)     SCALED    
 PQ0587* NAVD 88     -       242.470  (meters)     795.50   (feet)  ADJUSTED  
 PQ0587  ___________________________________________________________________
 PQ0587  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 PQ0587  DYNAMIC HT  -         242.434 (meters)     795.39  (feet)  COMP
 PQ0587  MODELED GRAV-     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
 PQ0587.and adjusted by the National Geodetic Survey in June 1991..
 PQ0587
 PQ0587.The geoid height was determined by GEOID03.
 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_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 E1 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 = OCTOBER  6, 2006
 PQ0588 ***********************************************************************
 PQ0588  DESIGNATION -  0713 F
 PQ0588  PID         -  PQ0588
 PQ0588  STATE/COUNTY-  MN/BLUE EARTH
 PQ0588  USGS QUAD   -  MANKATO WEST (1993)
 PQ0588
 PQ0588                         *CURRENT SURVEY CONTROL
 PQ0588  ___________________________________________________________________
 PQ0588* NAD 83(1986)-  44 09 29.     (N)    094 01 28.     (W)     SCALED    
 PQ0588* NAVD 88     -       248.311  (meters)     814.67   (feet)  ADJUSTED  
 PQ0588  ___________________________________________________________________
 PQ0588  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 PQ0588  DYNAMIC HT  -         248.275 (meters)     814.55  (feet)  COMP
 PQ0588  MODELED GRAV-     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
 PQ0588.and adjusted by the National Geodetic Survey in June 1991..
 PQ0588
 PQ0588.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0589 ***********************************************************************
 PQ0589  DESIGNATION -  0713 G
 PQ0589  PID         -  PQ0589
 PQ0589  STATE/COUNTY-  MN/BLUE EARTH
 PQ0589  USGS QUAD   -  MANKATO WEST (1993)
 PQ0589
 PQ0589                         *CURRENT SURVEY CONTROL
 PQ0589  ___________________________________________________________________
 PQ0589* NAD 83(1986)-  44 09 36.     (N)    094 01 13.     (W)     SCALED    
 PQ0589* NAVD 88     -       249.167  (meters)     817.48   (feet)  ADJUSTED  
 PQ0589  ___________________________________________________________________
 PQ0589  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 PQ0589  DYNAMIC HT  -         249.131 (meters)     817.36  (feet)  COMP
 PQ0589  MODELED GRAV-     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
 PQ0589.and adjusted by the National Geodetic Survey in June 1991..
 PQ0589
 PQ0589.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0581 ***********************************************************************
 PQ0581  DESIGNATION -  0713 H
 PQ0581  PID         -  PQ0581
 PQ0581  STATE/COUNTY-  MN/BLUE EARTH
 PQ0581  USGS QUAD   -  MANKATO WEST (1993)
 PQ0581
 PQ0581                         *CURRENT SURVEY CONTROL
 PQ0581  ___________________________________________________________________
 PQ0581* NAD 83(1986)-  44 08 45.     (N)    094 05 01.     (W)     SCALED    
 PQ0581* NAVD 88     -       294.171  (meters)     965.13   (feet)  ADJUSTED  
 PQ0581  ___________________________________________________________________
 PQ0581  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 PQ0581  DYNAMIC HT  -         294.127 (meters)     964.98  (feet)  COMP
 PQ0581  MODELED GRAV-     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
 PQ0581.and adjusted by the National Geodetic Survey in June 1991..
 PQ0581
 PQ0581.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0579 ***********************************************************************
 PQ0579  DESIGNATION -  0713 J
 PQ0579  PID         -  PQ0579
 PQ0579  STATE/COUNTY-  MN/BLUE EARTH
 PQ0579  USGS QUAD   -  MANKATO WEST (1993)
 PQ0579
 PQ0579                         *CURRENT SURVEY CONTROL
 PQ0579  ___________________________________________________________________
 PQ0579* NAD 83(1986)-  44 08 41.     (N)    094 07 08.     (W)     SCALED    
 PQ0579* NAVD 88     -       297.556  (meters)     976.23   (feet)  ADJUSTED  
 PQ0579  ___________________________________________________________________
 PQ0579  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 PQ0579  DYNAMIC HT  -         297.509 (meters)     976.08  (feet)  COMP
 PQ0579  MODELED GRAV-     980,453.7   (mgal)                       NAVD 88
 PQ0579
 PQ0579  VERT ORDER  -  SECOND    CLASS I
 PQ0579
 PQ0579.The horizontal coordinates were scaled from a topographic map and have
 PQ0579.an estimated accuracy of +/- 6 seconds.
 PQ0579
 PQ0579.The orthometric height was determined by differential leveling
 PQ0579.and adjusted by the National Geodetic Survey in June 1995..
 PQ0579
 PQ0579.The geoid height was determined by GEOID03.
 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     -   227,200.      790,490.      MT  (+/- 180 meters Scaled)
 PQ0579
 PQ0579                          SUPERSEDED SURVEY CONTROL
 PQ0579
 PQ0579  NAVD 88 (06/15/91)  297.537  (m)          976.17   (f) UNKNOWN     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: 15TVJ105885(NAD 83)
 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 = OCTOBER  6, 2006
 AI3298 ***********************************************************************
 AI3298  DESIGNATION -  0714 C
 AI3298  PID         -  AI3298
 AI3298  STATE/COUNTY-  MN/BLUE EARTH
 AI3298  USGS QUAD   -  MANKATO EAST (1993)
 AI3298
 AI3298                         *CURRENT SURVEY CONTROL
 AI3298  ___________________________________________________________________
 AI3298* NAD 83(1986)-  44 12 00.     (N)    093 58 11.     (W)     SCALED    
 AI3298* NAVD 88     -       297.069  (meters)     974.63   (feet)  ADJUSTED  
 AI3298  ___________________________________________________________________
 AI3298  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AI3298  DYNAMIC HT  -         297.025 (meters)     974.49  (feet)  COMP
 AI3298  MODELED GRAV-     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
 AI3298.and adjusted by the National Geodetic Survey in June 2000..
 AI3298
 AI3298.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI3299 ***********************************************************************
 AI3299  DESIGNATION -  0714 D
 AI3299  PID         -  AI3299
 AI3299  STATE/COUNTY-  MN/BLUE EARTH
 AI3299  USGS QUAD   -  MANKATO EAST (1993)
 AI3299
 AI3299                         *CURRENT SURVEY CONTROL
 AI3299  ___________________________________________________________________
 AI3299* NAD 83(1986)-  44 12 00.     (N)    093 58 11.     (W)     SCALED    
 AI3299* NAVD 88     -       297.884  (meters)     977.31   (feet)  ADJUSTED  
 AI3299  ___________________________________________________________________
 AI3299  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AI3299  DYNAMIC HT  -         297.839 (meters)     977.16  (feet)  COMP
 AI3299  MODELED GRAV-     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
 AI3299.and adjusted by the National Geodetic Survey in June 2000..
 AI3299
 AI3299.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI3303 ***********************************************************************
 AI3303  DESIGNATION -  0714 F
 AI3303  PID         -  AI3303
 AI3303  STATE/COUNTY-  MN/BLUE EARTH
 AI3303  USGS QUAD   -  MANKATO EAST (1993)
 AI3303
 AI3303                         *CURRENT SURVEY CONTROL
 AI3303  ___________________________________________________________________
 AI3303* NAD 83(1986)-  44 13 42.     (N)    093 57 29.     (W)     SCALED    
 AI3303* NAVD 88     -       287.904  (meters)     944.57   (feet)  ADJUSTED  
 AI3303  ___________________________________________________________________
 AI3303  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 AI3303  DYNAMIC HT  -         287.861 (meters)     944.42  (feet)  COMP
 AI3303  MODELED GRAV-     980,459.2   (mgal)                       NAVD 88
 AI3303
 AI3303  VERT ORDER  -  SECOND    CLASS I
 AI3303
 AI3303.The horizontal coordinates were scaled from a topographic map and have
 AI3303.an estimated accuracy of +/- 6 seconds.
 AI3303
 AI3303.The orthometric height was determined by differential leveling
 AI3303.and adjusted by the National Geodetic Survey in June 2000..
 AI3303
 AI3303.The geoid height was determined by GEOID03.
 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     -   236,480.      803,350.      MT  (+/- 180 meters Scaled)
 AI3303
 AI3303                          SUPERSEDED SURVEY CONTROL
 AI3303
 AI3303.No superseded survey control is available for this station.
 AI3303
 AI3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ234976(NAD 83)
 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 - August 20, 1990
 AI3303
 AI3303  HISTORY     - Date     Condition        Report By
 AI3303  HISTORY     - 1980     MONUMENTED       MNDT
 AI3303  HISTORY     - 19900820 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3297 ***********************************************************************
 AI3297  DESIGNATION -  0714 P
 AI3297  PID         -  AI3297
 AI3297  STATE/COUNTY-  MN/BLUE EARTH
 AI3297  USGS QUAD   -  MANKATO EAST (1993)
 AI3297
 AI3297                         *CURRENT SURVEY CONTROL
 AI3297  ___________________________________________________________________
 AI3297* NAD 83(1986)-  44 11 53.     (N)    093 58 10.     (W)     SCALED    
 AI3297* NAVD 88     -       278.377  (meters)     913.31   (feet)  ADJUSTED  
 AI3297  ___________________________________________________________________
 AI3297  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AI3297  DYNAMIC HT  -         278.335 (meters)     913.17  (feet)  COMP
 AI3297  MODELED GRAV-     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
 AI3297.and adjusted by the National Geodetic Survey in June 2000..
 AI3297
 AI3297.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI3302 ***********************************************************************
 AI3302  DESIGNATION -  0714 Q
 AI3302  PID         -  AI3302
 AI3302  STATE/COUNTY-  MN/BLUE EARTH
 AI3302  USGS QUAD   -  MANKATO EAST (1993)
 AI3302
 AI3302                         *CURRENT SURVEY CONTROL
 AI3302  ___________________________________________________________________
 AI3302* NAD 83(1986)-  44 13 04.     (N)    093 57 30.     (W)     SCALED    
 AI3302* NAVD 88     -       301.502  (meters)     989.18   (feet)  ADJUSTED  
 AI3302  ___________________________________________________________________
 AI3302  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 AI3302  DYNAMIC HT  -         301.456 (meters)     989.03  (feet)  COMP
 AI3302  MODELED GRAV-     980,458.8   (mgal)                       NAVD 88
 AI3302
 AI3302  VERT ORDER  -  SECOND    CLASS I
 AI3302
 AI3302.The horizontal coordinates were scaled from a topographic map and have
 AI3302.an estimated accuracy of +/- 6 seconds.
 AI3302
 AI3302.The orthometric height was determined by differential leveling
 AI3302.and adjusted by the National Geodetic Survey in June 2000..
 AI3302
 AI3302.The geoid height was determined by GEOID03.
 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     -   235,310.      803,330.      MT  (+/- 180 meters Scaled)
 AI3302
 AI3302                          SUPERSEDED SURVEY CONTROL
 AI3302
 AI3302.No superseded survey control is available for this station.
 AI3302
 AI3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ234965(NAD 83)
 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 - 1990
 AI3302_ROD/PIPE-DEPTH:  5.9 meters
 AI3302
 AI3302  HISTORY     - Date     Condition        Report By
 AI3302  HISTORY     - 1990     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0590 ***********************************************************************
 PQ0590  DESIGNATION -  0716 A
 PQ0590  PID         -  PQ0590
 PQ0590  STATE/COUNTY-  MN/BLUE EARTH
 PQ0590  USGS QUAD   -  MANKATO WEST (1993)
 PQ0590
 PQ0590                         *CURRENT SURVEY CONTROL
 PQ0590  ___________________________________________________________________
 PQ0590* NAD 83(1986)-  44 09 44.     (N)    094 01 07.     (W)     SCALED    
 PQ0590* NAVD 88     -       247.136  (meters)     810.81   (feet)  ADJUSTED  
 PQ0590  ___________________________________________________________________
 PQ0590  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 PQ0590  DYNAMIC HT  -         247.100 (meters)     810.69  (feet)  COMP
 PQ0590  MODELED GRAV-     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
 PQ0590.and adjusted by the National Geodetic Survey in June 1991..
 PQ0590
 PQ0590.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0591 ***********************************************************************
 PQ0591  DESIGNATION -  0716 B
 PQ0591  PID         -  PQ0591
 PQ0591  STATE/COUNTY-  MN/NICOLLET
 PQ0591  USGS QUAD   -  MANKATO WEST (1993)
 PQ0591
 PQ0591                         *CURRENT SURVEY CONTROL
 PQ0591  ___________________________________________________________________
 PQ0591* NAD 83(1986)-  44 09 59.     (N)    094 01 00.     (W)     SCALED    
 PQ0591* NAVD 88     -       240.547  (meters)     789.19   (feet)  ADJUSTED  
 PQ0591  ___________________________________________________________________
 PQ0591  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 PQ0591  DYNAMIC HT  -         240.512 (meters)     789.08  (feet)  COMP
 PQ0591  MODELED GRAV-     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
 PQ0591.and adjusted by the National Geodetic Survey in June 1991..
 PQ0591
 PQ0591.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP2053 ***********************************************************************
 PP2053  DESIGNATION -  0722 N A
 PP2053  PID         -  PP2053
 PP2053  STATE/COUNTY-  MN/BLUE EARTH
 PP2053  USGS QUAD   -  MANKATO EAST (1993)
 PP2053
 PP2053                         *CURRENT SURVEY CONTROL
 PP2053  ___________________________________________________________________
 PP2053* NAD 83(1986)-  44 11 55.     (N)    093 58 39.     (W)     SCALED    
 PP2053* NAVD 88     -       268.005  (meters)     879.28   (feet)  ADJUSTED  
 PP2053  ___________________________________________________________________
 PP2053  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 PP2053  DYNAMIC HT  -         267.965 (meters)     879.15  (feet)  COMP
 PP2053  MODELED GRAV-     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
 PP2053.and adjusted by the National Geodetic Survey in June 1991..
 PP2053
 PP2053.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 PP2053_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP2053_SP_SET: CULVERT
 PP2053_STAMPING: 07N 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 = OCTOBER  6, 2006
 PQ1284 ***********************************************************************
 PQ1284  DESIGNATION -  08 001
 PQ1284  PID         -  PQ1284
 PQ1284  STATE/COUNTY-  MN/BROWN
 PQ1284  USGS QUAD   -  SANBORN NE (1967)
 PQ1284
 PQ1284                         *CURRENT SURVEY CONTROL
 PQ1284  ___________________________________________________________________
 PQ1284* NAD 83(1986)-  44 12 31.     (N)    095 06 03.     (W)     SCALED    
 PQ1284* NAVD 88     -       317.065  (meters)    1040.24   (feet)  ADJUSTED  
 PQ1284  ___________________________________________________________________
 PQ1284  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 PQ1284  DYNAMIC HT  -         317.013 (meters)    1040.07  (feet)  COMP
 PQ1284  MODELED GRAV-     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
 PQ1284.and adjusted by the National Geodetic Survey in June 1995..
 PQ1284
 PQ1284.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0299 ***********************************************************************
 QP0299  DESIGNATION -  08 35
 QP0299  PID         -  QP0299
 QP0299  STATE/COUNTY-  MN/MEEKER
 QP0299  USGS QUAD   -  DASSEL (1982)
 QP0299
 QP0299                         *CURRENT SURVEY CONTROL
 QP0299  ___________________________________________________________________
 QP0299* NAD 83(1986)-  45 04 00.     (N)    094 16 37.     (W)     SCALED    
 QP0299* NAVD 88     -       321.705  (meters)    1055.46   (feet)  ADJUSTED  
 QP0299  ___________________________________________________________________
 QP0299  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 QP0299  DYNAMIC HT  -         321.683 (meters)    1055.39  (feet)  COMP
 QP0299  MODELED GRAV-     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
 QP0299.and adjusted by the National Geodetic Survey in June 1991..
 QP0299
 QP0299.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE7059 ***********************************************************************
 DE7059  DESIGNATION -  0801 A
 DE7059  PID         -  DE7059
 DE7059  STATE/COUNTY-  MN/BROWN
 DE7059  USGS QUAD   -  LAKE HANSKA WEST (1967)
 DE7059
 DE7059                         *CURRENT SURVEY CONTROL
 DE7059  ___________________________________________________________________
 DE7059* NAD 83(1996)-  44 10 52.71576(N)    094 43 17.28660(W)     ADJUSTED  
 DE7059* NAVD 88     -       312.9    (meters)    1027.     (feet)  GPS OBS   
 DE7059  ___________________________________________________________________
 DE7059  X           -    -377,125.583 (meters)                     COMP
 DE7059  Y           -  -4,566,115.875 (meters)                     COMP
 DE7059  Z           -   4,422,759.972 (meters)                     COMP
 DE7059  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DE7059  ELLIP HEIGHT-         285.04  (meters)          (09/05/02) GPS OBS
 DE7059  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DE7059
 DE7059  HORZ ORDER  -  FIRST
 DE7059  ELLP ORDER  -  FOURTH    CLASS I
 DE7059
 DE7059.The horizontal coordinates were established by GPS observations
 DE7059.and adjusted by the MN DEPT OF TRANSP in September 2002..
 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 DEFLEC99 derived deflections.
 DE7059
 DE7059.The ellipsoidal height was determined by GPS observations
 DE7059.and is referenced to NAD 83.
 DE7059
 DE7059.The geoid height was determined by GEOID03.
 DE7059
 DE7059;                    North         East     Units Scale Factor Converg.
 DE7059;SPC MN S     -   231,511.621   742,314.618   MT  0.99993757   -0 30 20.5
 DE7059;UTM  15      - 4,893,451.682   362,403.161   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  =   0.99989288
 DE7059!UTM  15      -   0.99995531  x   0.99983285  =   0.99978816
 DE7059
 DE7059                          SUPERSEDED SURVEY CONTROL
 DE7059
 DE7059.No superseded survey control is available for this station.
 DE7059
 DE7059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6240393452(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1704 ***********************************************************************
 PQ1704  DESIGNATION -  0804 A
 PQ1704  PID         -  PQ1704
 PQ1704  STATE/COUNTY-  MN/BROWN
 PQ1704  USGS QUAD   -  NEW ULM (1992)
 PQ1704
 PQ1704                         *CURRENT SURVEY CONTROL
 PQ1704  ___________________________________________________________________
 PQ1704* NAD 83(1986)-  44 19 20.     (N)    094 27 41.     (W)     SCALED    
 PQ1704* NAVD 88     -       267.514  (meters)     877.67   (feet)  ADJUSTED  
 PQ1704  ___________________________________________________________________
 PQ1704  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 PQ1704  DYNAMIC HT  -         267.472 (meters)     877.53  (feet)  COMP
 PQ1704  MODELED GRAV-     980,455.1   (mgal)                       NAVD 88
 PQ1704
 PQ1704  VERT ORDER  -  SECOND    CLASS I
 PQ1704
 PQ1704.The horizontal coordinates were scaled from a topographic map and have
 PQ1704.an estimated accuracy of +/- 6 seconds.
 PQ1704
 PQ1704.The orthometric height was determined by differential leveling
 PQ1704.and adjusted by the National Geodetic Survey in June 1995..
 PQ1704
 PQ1704.The geoid height was determined by GEOID03.
 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     -   247,020.      763,200.      MT  (+/- 180 meters Scaled)
 PQ1704
 PQ1704                          SUPERSEDED SURVEY CONTROL
 PQ1704
 PQ1704.No superseded survey control is available for this station.
 PQ1704
 PQ1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK834087(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 PQ1704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1704
 PQ1704  HISTORY     - Date     Condition        Report By
 PQ1704  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1705 ***********************************************************************
 PQ1705  DESIGNATION -  0804 B
 PQ1705  PID         -  PQ1705
 PQ1705  STATE/COUNTY-  MN/BROWN
 PQ1705  USGS QUAD   -  NEW ULM (1992)
 PQ1705
 PQ1705                         *CURRENT SURVEY CONTROL
 PQ1705  ___________________________________________________________________
 PQ1705* NAD 83(1986)-  44 19 22.     (N)    094 27 35.     (W)     SCALED    
 PQ1705* NAVD 88     -       261.520  (meters)     858.00   (feet)  ADJUSTED  
 PQ1705  ___________________________________________________________________
 PQ1705  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 PQ1705  DYNAMIC HT  -         261.479 (meters)     857.87  (feet)  COMP
 PQ1705  MODELED GRAV-     980,455.2   (mgal)                       NAVD 88
 PQ1705
 PQ1705  VERT ORDER  -  SECOND    CLASS I
 PQ1705
 PQ1705.The horizontal coordinates were scaled from a topographic map and have
 PQ1705.an estimated accuracy of +/- 6 seconds.
 PQ1705
 PQ1705.The orthometric height was determined by differential leveling
 PQ1705.and adjusted by the National Geodetic Survey in June 1995..
 PQ1705
 PQ1705.The geoid height was determined by GEOID03.
 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     -   247,080.      763,330.      MT  (+/- 180 meters Scaled)
 PQ1705
 PQ1705                          SUPERSEDED SURVEY CONTROL
 PQ1705
 PQ1705.No superseded survey control is available for this station.
 PQ1705
 PQ1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK836087(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 PQ1705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1705
 PQ1705  HISTORY     - Date     Condition        Report By
 PQ1705  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0810 ***********************************************************************
 DI0810  DESIGNATION -  0805 D
 DI0810  PID         -  DI0810
 DI0810  STATE/COUNTY-  MN/BROWN
 DI0810  USGS QUAD   -  HANSKA (1965)
 DI0810
 DI0810                         *CURRENT SURVEY CONTROL
 DI0810  ___________________________________________________________________
 DI0810* NAD 83(1996)-  44 09 10.08347(N)    094 25 10.71904(W)     ADJUSTED  
 DI0810* NAVD 88     -       305.6    (meters)    1003.     (feet)  GPS OBS   
 DI0810  ___________________________________________________________________
 DI0810  X           -    -353,236.628 (meters)                     COMP
 DI0810  Y           -  -4,570,234.487 (meters)                     COMP
 DI0810  Z           -   4,420,482.362 (meters)                     COMP
 DI0810  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 DI0810  ELLIP HEIGHT-         277.55  (meters)          (07/31/06) GPS OBS
 DI0810  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DI0810
 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 MN DEPT OF TRANSP in July 2006..
 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 DEFLEC99 derived deflections.
 DI0810
 DI0810.The ellipsoidal height was determined by GPS observations
 DI0810.and is referenced to NAD 83.
 DI0810
 DI0810.The geoid height was determined by GEOID03.
 DI0810
 DI0810;                    North         East     Units Scale Factor Converg.
 DI0810;SPC MN S     -   228,175.624   766,430.586   MT  0.99994046   -0 17 38.9
 DI0810;UTM  15      - 4,889,824.134   386,473.442   MT  0.99975851   -0 59 20.4
 DI0810
 DI0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0810!SPC MN S     -   0.99995648  x   0.99994046  =   0.99989694
 DI0810!UTM  15      -   0.99995648  x   0.99975851  =   0.99971500
 DI0810
 DI0810                          SUPERSEDED SURVEY CONTROL
 DI0810
 DI0810.No superseded survey control is available for this station.
 DI0810
 DI0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8647389824(NAD 83)
 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 = OCTOBER  6, 2006
 DI0811 ***********************************************************************
 DI0811  DESIGNATION -  0805 K
 DI0811  PID         -  DI0811
 DI0811  STATE/COUNTY-  MN/BROWN
 DI0811  USGS QUAD   -  HANSKA (1965)
 DI0811
 DI0811                         *CURRENT SURVEY CONTROL
 DI0811  ___________________________________________________________________
 DI0811* NAD 83(1996)-  44 13 29.21583(N)    094 25 57.00228(W)     ADJUSTED  
 DI0811* NAVD 88     -       300.5    (meters)     986.     (feet)  GPS OBS   
 DI0811  ___________________________________________________________________
 DI0811  X           -    -353,830.960 (meters)                     COMP
 DI0811  Y           -  -4,564,592.906 (meters)                     COMP
 DI0811  Z           -   4,426,214.175 (meters)                     COMP
 DI0811  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 DI0811  ELLIP HEIGHT-         272.44  (meters)          (07/31/06) GPS OBS
 DI0811  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DI0811
 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 MN DEPT OF TRANSP in July 2006..
 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 DEFLEC99 derived deflections.
 DI0811
 DI0811.The ellipsoidal height was determined by GPS observations
 DI0811.and is referenced to NAD 83.
 DI0811
 DI0811.The geoid height was determined by GEOID03.
 DI0811
 DI0811;                    North         East     Units Scale Factor Converg.
 DI0811;SPC MN S     -   236,178.627   765,444.460   MT  0.99993364   -0 18 11.3
 DI0811;UTM  15      - 4,897,837.098   385,584.686   MT  0.99976100   -0 59 57.3
 DI0811
 DI0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0811!SPC MN S     -   0.99995728  x   0.99993364  =   0.99989093
 DI0811!UTM  15      -   0.99995728  x   0.99976100  =   0.99971829
 DI0811
 DI0811                          SUPERSEDED SURVEY CONTROL
 DI0811
 DI0811.No superseded survey control is available for this station.
 DI0811
 DI0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8558597837(NAD 83)
 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 = OCTOBER  6, 2006
 DI0812 ***********************************************************************
 DI0812  DESIGNATION -  0805 L
 DI0812  PID         -  DI0812
 DI0812  STATE/COUNTY-  MN/BROWN
 DI0812  USGS QUAD   -  NEW ULM (1992)
 DI0812
 DI0812                         *CURRENT SURVEY CONTROL
 DI0812  ___________________________________________________________________
 DI0812* NAD 83(1996)-  44 15 15.24912(N)    094 25 55.01602(W)     ADJUSTED  
 DI0812* NAVD 88     -       299.9    (meters)     984.     (feet)  GPS OBS   
 DI0812  ___________________________________________________________________
 DI0812  X           -    -353,610.520 (meters)                     COMP
 DI0812  Y           -  -4,562,319.292 (meters)                     COMP
 DI0812  Z           -   4,428,558.569 (meters)                     COMP
 DI0812  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 DI0812  ELLIP HEIGHT-         271.81  (meters)          (07/31/06) GPS OBS
 DI0812  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DI0812
 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 MN DEPT OF TRANSP in July 2006..
 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 DEFLEC99 derived deflections.
 DI0812
 DI0812.The ellipsoidal height was determined by GPS observations
 DI0812.and is referenced to NAD 83.
 DI0812
 DI0812.The geoid height was determined by GEOID03.
 DI0812
 DI0812;                    North         East     Units Scale Factor Converg.
 DI0812;SPC MN S     -   239,450.931   765,505.835   MT  0.99993131   -0 18 10.0
 DI0812;UTM  15      - 4,901,107.852   385,685.808   MT  0.99976071   -0 59 57.8
 DI0812
 DI0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0812!SPC MN S     -   0.99995738  x   0.99993131  =   0.99988869
 DI0812!UTM  15      -   0.99995738  x   0.99976071  =   0.99971810
 DI0812
 DI0812                          SUPERSEDED SURVEY CONTROL
 DI0812
 DI0812.No superseded survey control is available for this station.
 DI0812
 DI0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8568601108(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1713 ***********************************************************************
 PQ1713  DESIGNATION -  0805 P
 PQ1713  PID         -  PQ1713
 PQ1713  STATE/COUNTY-  MN/BROWN
 PQ1713  USGS QUAD   -  NEW ULM (1992)
 PQ1713
 PQ1713                         *CURRENT SURVEY CONTROL
 PQ1713  ___________________________________________________________________
 PQ1713* NAD 83(1986)-  44 17 49.     (N)    094 26 02.     (W)     SCALED    
 PQ1713* NAVD 88     -       249.246  (meters)     817.73   (feet)  ADJUSTED  
 PQ1713  ___________________________________________________________________
 PQ1713  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 PQ1713  DYNAMIC HT  -         249.206 (meters)     817.60  (feet)  COMP
 PQ1713  MODELED GRAV-     980,452.8   (mgal)                       NAVD 88
 PQ1713
 PQ1713  VERT ORDER  -  SECOND    CLASS I
 PQ1713
 PQ1713.The horizontal coordinates were scaled from a topographic map and have
 PQ1713.an estimated accuracy of +/- 6 seconds.
 PQ1713
 PQ1713.The orthometric height was determined by differential leveling
 PQ1713.and adjusted by the National Geodetic Survey in June 1995..
 PQ1713
 PQ1713.The geoid height was determined by GEOID03.
 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     -   244,200.      765,380.      MT  (+/- 180 meters Scaled)
 PQ1713
 PQ1713                          SUPERSEDED SURVEY CONTROL
 PQ1713
 PQ1713.No superseded survey control is available for this station.
 PQ1713
 PQ1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK856058(NAD 83)
 PQ1713_MARKER: DE = TRAVERSE STATION DISK
 PQ1713_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PQ1713_SP_SET: BRIDGE HEADWALL
 PQ1713_STAMPING: 0805 P 1987
 PQ1713_MARK LOGO: MNDT  
 PQ1713_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1713
 PQ1713  HISTORY     - Date     Condition        Report By
 PQ1713  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1712 ***********************************************************************
 PQ1712  DESIGNATION -  0805 Q
 PQ1712  PID         -  PQ1712
 PQ1712  STATE/COUNTY-  MN/BROWN
 PQ1712  USGS QUAD   -  NEW ULM (1992)
 PQ1712
 PQ1712                         *CURRENT SURVEY CONTROL
 PQ1712  ___________________________________________________________________
 PQ1712* NAD 83(1986)-  44 18 28.     (N)    094 26 59.     (W)     SCALED    
 PQ1712* NAVD 88     -       253.488  (meters)     831.65   (feet)  ADJUSTED  
 PQ1712  ___________________________________________________________________
 PQ1712  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 PQ1712  DYNAMIC HT  -         253.448 (meters)     831.52  (feet)  COMP
 PQ1712  MODELED GRAV-     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
 PQ1712.and adjusted by the National Geodetic Survey in June 1995..
 PQ1712
 PQ1712.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0329 ***********************************************************************
 QP0329  DESIGNATION -  09 16
 QP0329  PID         -  QP0329
 QP0329  STATE/COUNTY-  MN/MEEKER
 QP0329  USGS QUAD   -  DARWIN (1982)
 QP0329
 QP0329                         *CURRENT SURVEY CONTROL
 QP0329  ___________________________________________________________________
 QP0329* NAD 83(1986)-  45 07 24.     (N)    094 26 31.     (W)     SCALED    
 QP0329* NAVD 88     -       342.015  (meters)    1122.09   (feet)  ADJUSTED  
 QP0329  ___________________________________________________________________
 QP0329  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 QP0329  DYNAMIC HT  -         341.995 (meters)    1122.03  (feet)  COMP
 QP0329  MODELED GRAV-     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
 QP0329.and adjusted by the National Geodetic Survey in June 1991..
 QP0329
 QP0329.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0323 ***********************************************************************
 QP0323  DESIGNATION -  09 23
 QP0323  PID         -  QP0323
 QP0323  STATE/COUNTY-  MN/MEEKER
 QP0323  USGS QUAD   -  DARWIN (1982)
 QP0323
 QP0323                         *CURRENT SURVEY CONTROL
 QP0323  ___________________________________________________________________
 QP0323* NAD 83(1986)-  45 06 36.     (N)    094 24 37.     (W)     SCALED    
 QP0323* NAVD 88     -       342.193  (meters)    1122.68   (feet)  ADJUSTED  
 QP0323  ___________________________________________________________________
 QP0323  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 QP0323  DYNAMIC HT  -         342.173 (meters)    1122.61  (feet)  COMP
 QP0323  MODELED GRAV-     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
 QP0323.and adjusted by the National Geodetic Survey in June 1991..
 QP0323
 QP0323.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN0432 ***********************************************************************
 RN0432  DESIGNATION -  0903 A
 RN0432  PID         -  RN0432
 RN0432  STATE/COUNTY-  MN/CARLTON
 RN0432  USGS QUAD   -  MOOSE LAKE (1981)
 RN0432
 RN0432                         *CURRENT SURVEY CONTROL
 RN0432  ___________________________________________________________________
 RN0432* NAD 83(1986)-  46 27 27.     (N)    092 45 04.     (W)     SCALED    
 RN0432* NAVD 88     -       323.201  (meters)    1060.37   (feet)  ADJUSTED  
 RN0432  ___________________________________________________________________
 RN0432  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 RN0432  DYNAMIC HT  -         323.215 (meters)    1060.41  (feet)  COMP
 RN0432  MODELED GRAV-     980,646.3   (mgal)                       NAVD 88
 RN0432
 RN0432  VERT ORDER  -  SECOND    CLASS 0
 RN0432
 RN0432.The horizontal coordinates were scaled from a topographic map and have
 RN0432.an estimated accuracy of +/- 6 seconds.
 RN0432
 RN0432.The orthometric height was determined by differential leveling
 RN0432.and adjusted by the National Geodetic Survey in June 1991..
 RN0432
 RN0432.The geoid height was determined by GEOID03.
 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     -   263,090.      915,130.      MT  (+/- 180 meters Scaled)
 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: 15TWM191449(NAD 83)
 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: MNDT  
 RN0432_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0432+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1997
 RN0432
 RN0432  HISTORY     - Date     Condition        Report By
 RN0432  HISTORY     - 1971     MONUMENTED       MNDT
 RN0432  HISTORY     - 1971     GOOD             MNDT
 RN0432  HISTORY     - 19970801 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0434 ***********************************************************************
 RN0434  DESIGNATION -  0903 B
 RN0434  PID         -  RN0434
 RN0434  STATE/COUNTY-  MN/CARLTON
 RN0434  USGS QUAD   -  MOOSE LAKE (1981)
 RN0434
 RN0434                         *CURRENT SURVEY CONTROL
 RN0434  ___________________________________________________________________
 RN0434* NAD 83(1986)-  46 27 33.     (N)    092 45 16.     (W)     SCALED    
 RN0434* NAVD 88     -       322.115  (meters)    1056.81   (feet)  ADJUSTED  
 RN0434  ___________________________________________________________________
 RN0434  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 RN0434  DYNAMIC HT  -         322.129 (meters)    1056.85  (feet)  COMP
 RN0434  MODELED GRAV-     980,646.8   (mgal)                       NAVD 88
 RN0434
 RN0434  VERT ORDER  -  SECOND    CLASS I
 RN0434
 RN0434.The horizontal coordinates were scaled from a topographic map and have
 RN0434.an estimated accuracy of +/- 6 seconds.
 RN0434
 RN0434.The orthometric height was determined by differential leveling
 RN0434.and adjusted by the National Geodetic Survey in August 2000..
 RN0434
 RN0434.The geoid height was determined by GEOID03.
 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     -   263,270.      914,870.      MT  (+/- 180 meters Scaled)
 RN0434
 RN0434                          SUPERSEDED SURVEY CONTROL
 RN0434
 RN0434  NAVD 88 (06/15/91)  322.127  (m)         1056.85   (f) UNKNOWN     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: 15TWM188450(NAD 83)
 RN0434_MARKER: DD = SURVEY DISK
 RN0434_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 AE9354 ***********************************************************************
 AE9354  DESIGNATION -  0903 C
 AE9354  PID         -  AE9354
 AE9354  STATE/COUNTY-  MN/CARLTON
 AE9354  USGS QUAD   -  MOOSE LAKE (1981)
 AE9354
 AE9354                         *CURRENT SURVEY CONTROL
 AE9354  ___________________________________________________________________
 AE9354* NAD 83(1996)-  46 27 10.60911(N)    092 51 20.69177(W)     ADJUSTED  
 AE9354* NAVD 88     -       353.981  (meters)    1161.35   (feet)  ADJUSTED  
 AE9354  ___________________________________________________________________
 AE9354  X           -    -219,323.992 (meters)                     COMP
 AE9354  Y           -  -4,396,722.911 (meters)                     COMP
 AE9354  Z           -   4,600,314.809 (meters)                     COMP
 AE9354  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AE9354  ELLIP HEIGHT-         326.11  (meters)          (05/11/98) GPS OBS
 AE9354  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AE9354  DYNAMIC HT  -         353.996 (meters)    1161.40  (feet)  COMP
 AE9354  MODELED GRAV-     980,647.9   (mgal)                       NAVD 88
 AE9354
 AE9354  HORZ ORDER  -  FIRST
 AE9354  VERT ORDER  -  SECOND    CLASS I
 AE9354  ELLP ORDER  -  FOURTH    CLASS I
 AE9354
 AE9354.The horizontal coordinates were established by GPS observations
 AE9354.and adjusted by the National Geodetic Survey in May 1998..
 AE9354
 AE9354.The orthometric height was determined by differential leveling
 AE9354.and adjusted by the National Geodetic Survey in August 2000..
 AE9354
 AE9354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9354
 AE9354.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9354
 AE9354.The ellipsoidal height was determined by GPS observations
 AE9354.and is referenced to NAD 83.
 AE9354
 AE9354.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9354;SPC MN C     -   262,432.638   907,105.052   MT  0.99992414   +1 00 30.9
 AE9354;UTM  15      - 5,144,385.118   511,078.294   MT  0.99960151   +0 06 16.4
 AE9354
 AE9354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9354!SPC MN C     -   0.99994888  x   0.99992414  =   0.99987303
 AE9354!UTM  15      -   0.99994888  x   0.99960151  =   0.99955041
 AE9354
 AE9354                          SUPERSEDED SURVEY CONTROL
 AE9354
 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_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 - July 01, 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9355 ***********************************************************************
 AE9355  DESIGNATION -  0903 D
 AE9355  PID         -  AE9355
 AE9355  STATE/COUNTY-  MN/CARLTON
 AE9355  USGS QUAD   -  MOOSE LAKE (1981)
 AE9355
 AE9355                         *CURRENT SURVEY CONTROL
 AE9355  ___________________________________________________________________
 AE9355* NAD 83(1996)-  46 27 19.62093(N)    092 49 28.60310(W)     ADJUSTED  
 AE9355* NAVD 88     -       363.645  (meters)    1193.06   (feet)  ADJUSTED  
 AE9355  ___________________________________________________________________
 AE9355  X           -    -216,925.075 (meters)                     COMP
 AE9355  Y           -  -4,396,646.635 (meters)                     COMP
 AE9355  Z           -   4,600,513.527 (meters)                     COMP
 AE9355  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AE9355  ELLIP HEIGHT-         335.77  (meters)          (05/11/98) GPS OBS
 AE9355  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AE9355  DYNAMIC HT  -         363.661 (meters)    1193.11  (feet)  COMP
 AE9355  MODELED GRAV-     980,648.3   (mgal)                       NAVD 88
 AE9355
 AE9355  HORZ ORDER  -  FIRST
 AE9355  VERT ORDER  -  SECOND    CLASS I
 AE9355  ELLP ORDER  -  FOURTH    CLASS I
 AE9355
 AE9355.The horizontal coordinates were established by GPS observations
 AE9355.and adjusted by the National Geodetic Survey in May 1998..
 AE9355
 AE9355.The orthometric height was determined by differential leveling
 AE9355.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9355
 AE9355.The ellipsoidal height was determined by GPS observations
 AE9355.and is referenced to NAD 83.
 AE9355
 AE9355.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9355;SPC MN C     -   262,753.411   909,491.606   MT  0.99992423   +1 01 52.0
 AE9355;UTM  15      - 5,144,668.107   513,468.841   MT  0.99960223   +0 07 37.7
 AE9355
 AE9355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9355!SPC MN C     -   0.99994737  x   0.99992423  =   0.99987160
 AE9355!UTM  15      -   0.99994737  x   0.99960223  =   0.99954962
 AE9355
 AE9355                          SUPERSEDED SURVEY CONTROL
 AE9355
 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: 15TWM1346944668(NAD 83)
 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 - July 01, 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9356 ***********************************************************************
 AE9356  DESIGNATION -  0903 E
 AE9356  PID         -  AE9356
 AE9356  STATE/COUNTY-  MN/CARLTON
 AE9356  USGS QUAD   -  MOOSE LAKE (1981)
 AE9356
 AE9356                         *CURRENT SURVEY CONTROL
 AE9356  ___________________________________________________________________
 AE9356* NAD 83(1996)-  46 27 13.56435(N)    092 48 12.21512(W)     ADJUSTED  
 AE9356* NAVD 88     -       359.001  (meters)    1177.82   (feet)  ADJUSTED  
 AE9356  ___________________________________________________________________
 AE9356  X           -    -215,303.283 (meters)                     COMP
 AE9356  Y           -  -4,396,858.868 (meters)                     COMP
 AE9356  Z           -   4,600,381.310 (meters)                     COMP
 AE9356  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AE9356  ELLIP HEIGHT-         331.12  (meters)          (05/11/98) GPS OBS
 AE9356  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AE9356  DYNAMIC HT  -         359.016 (meters)    1177.87  (feet)  COMP
 AE9356  MODELED GRAV-     980,647.5   (mgal)                       NAVD 88
 AE9356
 AE9356  HORZ ORDER  -  FIRST
 AE9356  VERT ORDER  -  SECOND    CLASS I
 AE9356  ELLP ORDER  -  FOURTH    CLASS I
 AE9356
 AE9356.The horizontal coordinates were established by GPS observations
 AE9356.and adjusted by the National Geodetic Survey in May 1998..
 AE9356
 AE9356.The orthometric height was determined by differential leveling
 AE9356.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9356
 AE9356.The ellipsoidal height was determined by GPS observations
 AE9356.and is referenced to NAD 83.
 AE9356
 AE9356.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9356;SPC MN C     -   262,595.993   911,124.776   MT  0.99992417   +1 02 47.2
 AE9356;UTM  15      - 5,144,485.002   515,098.800   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  =   0.99987227
 AE9356!UTM  15      -   0.99994810  x   0.99960280  =   0.99955092
 AE9356
 AE9356                          SUPERSEDED SURVEY CONTROL
 AE9356
 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: 15TWM1509944485(NAD 83)
 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 - July 01, 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1487 ***********************************************************************
 AI1487  DESIGNATION -  0903 F
 AI1487  PID         -  AI1487
 AI1487  STATE/COUNTY-  MN/CARLTON
 AI1487  USGS QUAD   -  MOOSE LAKE (1981)
 AI1487
 AI1487                         *CURRENT SURVEY CONTROL
 AI1487  ___________________________________________________________________
 AI1487* NAD 83(1986)-  46 27 12.     (N)    092 45 03.     (W)     SCALED    
 AI1487* NAVD 88     -       325.991  (meters)    1069.52   (feet)  ADJUSTED  
 AI1487  ___________________________________________________________________
 AI1487  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AI1487  DYNAMIC HT  -         326.004 (meters)    1069.56  (feet)  COMP
 AI1487  MODELED GRAV-     980,645.6   (mgal)                       NAVD 88
 AI1487
 AI1487  VERT ORDER  -  SECOND    CLASS I
 AI1487
 AI1487.The horizontal coordinates were scaled from a topographic map and have
 AI1487.an estimated accuracy of +/- 6 seconds.
 AI1487
 AI1487.The orthometric height was determined by differential leveling
 AI1487.and adjusted by the National Geodetic Survey in August 2000..
 AI1487
 AI1487.The geoid height was determined by GEOID03.
 AI1487
 AI1487.The dynamic height is computed by dividing the NAVD 88
 AI1487.geopotential number by the normal gravity value computed on the
 AI1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1487.degrees latitude (g = 980.6199 gals.).
 AI1487
 AI1487.The modeled gravity was interpolated from observed gravity values.
 AI1487
 AI1487;                    North         East    Units  Estimated Accuracy
 AI1487;SPC MN C     -   262,620.      915,160.      MT  (+/- 180 meters Scaled)
 AI1487
 AI1487                          SUPERSEDED SURVEY CONTROL
 AI1487
 AI1487.No superseded survey control is available for this station.
 AI1487
 AI1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM191444(NAD 83)
 AI1487_MARKER: DD = SURVEY DISK
 AI1487_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI1487_SP_SET: WATER TANK FOOTING
 AI1487_STAMPING: 0903 F 1997
 AI1487_MARK LOGO: MNDT  
 AI1487_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1487+STABILITY: SURFACE MOTION
 AI1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1487+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI1487
 AI1487  HISTORY     - Date     Condition        Report By
 AI1487  HISTORY     - 1997     MONUMENTED       MNDT
 AI1487
 AI1487                          STATION DESCRIPTION
 AI1487
 AI1487'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AI1487'IN MOOSE LAKE, SET IN NW COR OF NW LEG OF WATER TANK AT NW QUADRANT OF
 AI1487'4TH ST AND DOUGLAS AVE, 36.5 FT (11.1 M) EAST OF DOUGLAS AVE, 156.0 FT
 AI1487'(47.5 M) SOUTH OF 4TH ST, NO WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0397 ***********************************************************************
 RN0397  DESIGNATION -  0905 A
 RN0397  PID         -  RN0397
 RN0397  STATE/COUNTY-  MN/CARLTON
 RN0397  USGS QUAD   -  CLOQUET (1954)
 RN0397
 RN0397                         *CURRENT SURVEY CONTROL
 RN0397  ___________________________________________________________________
 RN0397* NAD 83(1986)-  46 42 09.     (N)    092 27 17.     (W)     SCALED    
 RN0397* NAVD 88     -       368.647  (meters)    1209.47   (feet)  ADJUSTED  
 RN0397  ___________________________________________________________________
 RN0397  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 RN0397  DYNAMIC HT  -         368.673 (meters)    1209.55  (feet)  COMP
 RN0397  MODELED GRAV-     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
 RN0397.and adjusted by the National Geodetic Survey in June 1991..
 RN0397
 RN0397.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN0396 ***********************************************************************
 RN0396  DESIGNATION -  0905 B
 RN0396  PID         -  RN0396
 RN0396  STATE/COUNTY-  MN/CARLTON
 RN0396  USGS QUAD   -  CLOQUET (1954)
 RN0396
 RN0396                         *CURRENT SURVEY CONTROL
 RN0396  ___________________________________________________________________
 RN0396* NAD 83(1986)-  46 42 52.     (N)    092 27 45.     (W)     SCALED    
 RN0396* NAVD 88     -       372.280  (meters)    1221.39   (feet)  ADJUSTED  
 RN0396  ___________________________________________________________________
 RN0396  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 RN0396  DYNAMIC HT  -         372.305 (meters)    1221.47  (feet)  COMP
 RN0396  MODELED GRAV-     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
 RN0396.and adjusted by the National Geodetic Survey in June 1991..
 RN0396
 RN0396.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 RN0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0396_SP_SET: STEP
 RN0396_STAMPING: 0905 B 1974
 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 = OCTOBER  6, 2006
 RN0394 ***********************************************************************
 RN0394  DESIGNATION -  0906 A
 RN0394  PID         -  RN0394
 RN0394  STATE/COUNTY-  MN/CARLTON
 RN0394  USGS QUAD   -  CLOQUET (1954)
 RN0394
 RN0394                         *CURRENT SURVEY CONTROL
 RN0394  ___________________________________________________________________
 RN0394* NAD 83(1986)-  46 43 26.     (N)    092 27 40.     (W)     SCALED    
 RN0394* NAVD 88     -       363.088  (meters)    1191.23   (feet)  ADJUSTED  
 RN0394  ___________________________________________________________________
 RN0394  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 RN0394  DYNAMIC HT  -         363.112 (meters)    1191.31  (feet)  COMP
 RN0394  MODELED GRAV-     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
 RN0394.and adjusted by the National Geodetic Survey in June 1991..
 RN0394
 RN0394.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN0393 ***********************************************************************
 RN0393  DESIGNATION -  0906 B
 RN0393  PID         -  RN0393
 RN0393  STATE/COUNTY-  MN/CARLTON
 RN0393  USGS QUAD   -  CLOQUET (1954)
 RN0393
 RN0393                         *CURRENT SURVEY CONTROL
 RN0393  ___________________________________________________________________
 RN0393* NAD 83(1986)-  46 43 32.     (N)    092 27 47.     (W)     SCALED    
 RN0393* NAVD 88     -       362.229  (meters)    1188.41   (feet)  ADJUSTED  
 RN0393  ___________________________________________________________________
 RN0393  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 RN0393  DYNAMIC HT  -         362.253 (meters)    1188.49  (feet)  COMP
 RN0393  MODELED GRAV-     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
 RN0393.and adjusted by the National Geodetic Survey in June 1991..
 RN0393
 RN0393.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 RN0393_SETTING: 66 = SET IN ROCK OUTCROP
 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 = OCTOBER  6, 2006
 RN0392 ***********************************************************************
 RN0392  DESIGNATION -  0906 C
 RN0392  PID         -  RN0392
 RN0392  STATE/COUNTY-  MN/CARLTON
 RN0392  USGS QUAD   -  CLOQUET (1954)
 RN0392
 RN0392                         *CURRENT SURVEY CONTROL
 RN0392  ___________________________________________________________________
 RN0392* NAD 83(1986)-  46 43 34.     (N)    092 27 56.     (W)     SCALED    
 RN0392* NAVD 88     -       363.685  (meters)    1193.19   (feet)  ADJUSTED  
 RN0392  ___________________________________________________________________
 RN0392  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 RN0392  DYNAMIC HT  -         363.709 (meters)    1193.27  (feet)  COMP
 RN0392  MODELED GRAV-     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
 RN0392.and adjusted by the National Geodetic Survey in June 1991..
 RN0392
 RN0392.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 RN0392_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 RN0391 ***********************************************************************
 RN0391  DESIGNATION -  0906 D
 RN0391  PID         -  RN0391
 RN0391  STATE/COUNTY-  MN/CARLTON
 RN0391  USGS QUAD   -  CLOQUET (1954)
 RN0391
 RN0391                         *CURRENT SURVEY CONTROL
 RN0391  ___________________________________________________________________
 RN0391* NAD 83(1986)-  46 44 05.     (N)    092 28 01.     (W)     SCALED    
 RN0391* NAVD 88     -       396.415  (meters)    1300.57   (feet)  ADJUSTED  
 RN0391  ___________________________________________________________________
 RN0391  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 RN0391  DYNAMIC HT  -         396.441 (meters)    1300.66  (feet)  COMP
 RN0391  MODELED GRAV-     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
 RN0391.and adjusted by the National Geodetic Survey in June 1991..
 RN0391
 RN0391.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN0388 ***********************************************************************
 RN0388  DESIGNATION -  0906 F
 RN0388  PID         -  RN0388
 RN0388  STATE/COUNTY-  MN/ST LOUIS
 RN0388  USGS QUAD   -  SAGINAW (1969)
 RN0388
 RN0388                         *CURRENT SURVEY CONTROL
 RN0388  ___________________________________________________________________
 RN0388* NAD 83(1996)-  46 45 28.47875(N)    092 26 57.03352(W)     ADJUSTED  
 RN0388* NAVD 88     -       415.673  (meters)    1363.75   (feet)  ADJUSTED  
 RN0388  ___________________________________________________________________
 RN0388  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 RN0388  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 RN0388  DYNAMIC HT  -         415.700 (meters)    1363.84  (feet)  COMP
 RN0388  MODELED GRAV-     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.No horizontal observational check was made to the station.
 RN0388
 RN0388.The orthometric height was determined by differential leveling
 RN0388.and adjusted by the National Geodetic Survey in June 1991..
 RN0388
 RN0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0388
 RN0388.The geoid height was determined by GEOID03.
 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;                    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 C     -   296,952.322   937,562.048   MT  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     -   0.99993930  x   1.00007791  =   1.00001720
 RN0388!SPC MN C     -   0.99993930  x   0.99994926  =   0.99988856
 RN0388!UTM  15      -   0.99993930  x   0.99962175  =   0.99956107
 RN0388
 RN0388                          SUPERSEDED SURVEY CONTROL
 RN0388
 RN0388  NAD 83(1996)-  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_MARKER: DD = SURVEY DISK
 RN0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 RN0331 ***********************************************************************
 RN0331  DESIGNATION -  0911 A
 RN0331  PID         -  RN0331
 RN0331  STATE/COUNTY-  MN/CARLTON
 RN0331  USGS QUAD   -  ESKO (1993)
 RN0331
 RN0331                         *CURRENT SURVEY CONTROL
 RN0331  ___________________________________________________________________
 RN0331* NAD 83(1986)-  46 42 24.     (N)    092 21 46.     (W)     SCALED    
 RN0331* NAVD 88     -       361.469  (meters)    1185.92   (feet)  ADJUSTED  
 RN0331  ___________________________________________________________________
 RN0331  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 RN0331  DYNAMIC HT  -         361.498 (meters)    1186.01  (feet)  COMP
 RN0331  MODELED GRAV-     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
 RN0331.and adjusted by the National Geodetic Survey in June 1991..
 RN0331
 RN0331.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 RN0331_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 RN0332 ***********************************************************************
 RN0332  DESIGNATION -  0911 B
 RN0332  PID         -  RN0332
 RN0332  STATE/COUNTY-  MN/CARLTON
 RN0332  USGS QUAD   -  ESKO (1993)
 RN0332
 RN0332                         *CURRENT SURVEY CONTROL
 RN0332  ___________________________________________________________________
 RN0332* NAD 83(1986)-  46 42 25.     (N)    092 22 07.     (W)     SCALED    
 RN0332* NAVD 88     -       355.249  (meters)    1165.51   (feet)  ADJUSTED  
 RN0332  ___________________________________________________________________
 RN0332  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 RN0332  DYNAMIC HT  -         355.276 (meters)    1165.60  (feet)  COMP
 RN0332  MODELED GRAV-     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
 RN0332.and adjusted by the National Geodetic Survey in June 1991..
 RN0332
 RN0332.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 RN0332_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 RN0339 ***********************************************************************
 RN0339  DESIGNATION -  0911 C
 RN0339  PID         -  RN0339
 RN0339  STATE/COUNTY-  MN/CARLTON
 RN0339  USGS QUAD   -  CLOQUET (1954)
 RN0339
 RN0339                         *CURRENT SURVEY CONTROL
 RN0339  ___________________________________________________________________
 RN0339* NAD 83(1986)-  46 42 18.     (N)    092 24 29.     (W)     SCALED    
 RN0339* NAVD 88     -       340.045  (meters)    1115.63   (feet)  ADJUSTED  
 RN0339  ___________________________________________________________________
 RN0339  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 RN0339  DYNAMIC HT  -         340.069 (meters)    1115.71  (feet)  COMP
 RN0339  MODELED GRAV-     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
 RN0339.and adjusted by the National Geodetic Survey in June 1991..
 RN0339
 RN0339.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN0340 ***********************************************************************
 RN0340  DESIGNATION -  0911 D
 RN0340  PID         -  RN0340
 RN0340  STATE/COUNTY-  MN/CARLTON
 RN0340  USGS QUAD   -  CLOQUET (1954)
 RN0340
 RN0340                         *CURRENT SURVEY CONTROL
 RN0340  ___________________________________________________________________
 RN0340* NAD 83(1986)-  46 42 15.     (N)    092 25 07.     (W)     SCALED    
 RN0340* NAVD 88     -       341.430  (meters)    1120.17   (feet)  ADJUSTED  
 RN0340  ___________________________________________________________________
 RN0340  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 RN0340  DYNAMIC HT  -         341.454 (meters)    1120.25  (feet)  COMP
 RN0340  MODELED GRAV-     980,675.7   (mgal)                       NAVD 88
 RN0340
 RN0340  VERT ORDER  -  FIRST     CLASS II
 RN0340
 RN0340.The horizontal coordinates were scaled from a topographic map and have
 RN0340.an estimated accuracy of +/- 6 seconds.
 RN0340
 RN0340.The orthometric height was determined by differential leveling
 RN0340.and adjusted by the National Geodetic Survey in June 1991..
 RN0340.WARNING-Repeat measurements at this control monument indicate possible
 RN0340.vertical movement.
 RN0340
 RN0340.The geoid height was determined by GEOID03.
 RN0340
 RN0340.The dynamic height is computed by dividing the NAVD 88
 RN0340.geopotential number by the normal gravity value computed on the
 RN0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0340.degrees latitude (g = 980.6199 gals.).
 RN0340
 RN0340.The modeled gravity was interpolated from observed gravity values.
 RN0340
 RN0340;                    North         East    Units  Estimated Accuracy
 RN0340;SPC MN C     -   291,030.      940,040.      MT  (+/- 180 meters Scaled)
 RN0340
 RN0340                          SUPERSEDED SURVEY CONTROL
 RN0340
 RN0340  NGVD 29 (??/??/92)  341.336  (m)         1119.87   (f) ADJ UNCH    1 2
 RN0340
 RN0340.Superseded values are not recommended for survey control.
 RN0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0340.See file dsdata.txt to determine how the superseded data were derived.
 RN0340
 RN0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM444724(NAD 83)
 RN0340_MARKER: DD = SURVEY DISK
 RN0340_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0340_SP_SET: BRIDGE
 RN0340_STAMPING: 0911-D 1971
 RN0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0340
 RN0340  HISTORY     - Date     Condition        Report By
 RN0340  HISTORY     - 1971     MONUMENTED       MNDT
 RN0340  HISTORY     - 1979     GOOD             NGS
 RN0340  HISTORY     - 19920721 MARK NOT FOUND   USPSQD
 RN0340
 RN0340                          STATION DESCRIPTION
 RN0340
 RN0340'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0340'0.25 MI E FROM SCANLON.
 RN0340'MARK IS LOCATED 0.25 MILES EAST ALONG T.H. 61 FROM THE JUNCTION OF
 RN0340'T.H. 61 AND COUNTY ROAD 45 IN SCANLON, IN THE SOUTHWEST CORNER
 RN0340'(WALKWAY) OF BRIDGE NO. 5984, SOUTHBOUND T.H. 61 OVER THE ST. LOUIS
 RN0340'RIVER.  NW 1/4 SECTION 30, T 49N, R 15W.
 RN0340
 RN0340                          STATION RECOVERY (1979)
 RN0340
 RN0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0340'IN SCANLON, IN THE SOUTHWEST CORNER OF THE BRIDGE OVER THE ST. LOUIS
 RN0340'RIVER FOR THE WESTBOUND LANES OF OLD HIGHWAY 61, 1.6 FT NORTH OF THE
 RN0340'NORTH EDGE OF THE SOUTHWEST CORNER POST.
 RN0340
 RN0340                          STATION RECOVERY (1992)
 RN0340
 RN0340'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8068 ***********************************************************************
 AI8068  DESIGNATION -  0911 E
 AI8068  PID         -  AI8068
 AI8068  STATE/COUNTY-  MN/CARLTON
 AI8068  USGS QUAD   -  CLOQUET (1954)
 AI8068
 AI8068                         *CURRENT SURVEY CONTROL
 AI8068  ___________________________________________________________________
 AI8068* NAD 83(1986)-  46 42 13.     (N)    092 25 07.     (W)     SCALED    
 AI8068* NAVD 88     -       344.426  (meters)    1130.00   (feet)  ADJUSTED  
 AI8068  ___________________________________________________________________
 AI8068  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AI8068  DYNAMIC HT  -         344.451 (meters)    1130.09  (feet)  COMP
 AI8068  MODELED GRAV-     980,675.7   (mgal)                       NAVD 88
 AI8068
 AI8068  VERT ORDER  -  SECOND    CLASS I
 AI8068
 AI8068.The horizontal coordinates were scaled from a topographic map and have
 AI8068.an estimated accuracy of +/- 6 seconds.
 AI8068
 AI8068.The orthometric height was determined by differential leveling
 AI8068.and adjusted by the National Geodetic Survey in March 2005..
 AI8068
 AI8068.The geoid height was determined by GEOID03.
 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     -   290,970.      940,040.      MT  (+/- 180 meters Scaled)
 AI8068
 AI8068                          SUPERSEDED SURVEY CONTROL
 AI8068
 AI8068.No superseded survey control is available for this station.
 AI8068
 AI8068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM444723(NAD 83)
 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 = OCTOBER  6, 2006
 AI8069 ***********************************************************************
 AI8069  DESIGNATION -  0911 F
 AI8069  PID         -  AI8069
 AI8069  STATE/COUNTY-  MN/CARLTON
 AI8069  USGS QUAD   -  CLOQUET (1954)
 AI8069
 AI8069                         *CURRENT SURVEY CONTROL
 AI8069  ___________________________________________________________________
 AI8069* NAD 83(1986)-  46 42 14.     (N)    092 24 59.     (W)     SCALED    
 AI8069* NAVD 88     -       344.391  (meters)    1129.89   (feet)  ADJUSTED  
 AI8069  ___________________________________________________________________
 AI8069  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AI8069  DYNAMIC HT  -         344.415 (meters)    1129.97  (feet)  COMP
 AI8069  MODELED GRAV-     980,675.9   (mgal)                       NAVD 88
 AI8069
 AI8069  VERT ORDER  -  SECOND    CLASS I
 AI8069
 AI8069.The horizontal coordinates were scaled from a topographic map and have
 AI8069.an estimated accuracy of +/- 6 seconds.
 AI8069
 AI8069.The orthometric height was determined by differential leveling
 AI8069.and adjusted by the National Geodetic Survey in March 2005..
 AI8069
 AI8069.The geoid height was determined by GEOID03.
 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     -   291,010.      940,210.      MT  (+/- 180 meters Scaled)
 AI8069
 AI8069                          SUPERSEDED SURVEY CONTROL
 AI8069
 AI8069.No superseded survey control is available for this station.
 AI8069
 AI8069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM446724(NAD 83)
 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 = OCTOBER  6, 2006
 AE9357 ***********************************************************************
 AE9357  DESIGNATION -  0912 A
 AE9357  PID         -  AE9357
 AE9357  STATE/COUNTY-  MN/CARLTON
 AE9357  USGS QUAD   -  CROMWELL WEST (1982)
 AE9357
 AE9357                         *CURRENT SURVEY CONTROL
 AE9357  ___________________________________________________________________
 AE9357* NAD 83(1996)-  46 40 28.34513(N)    092 53 01.55037(W)     ADJUSTED  
 AE9357* NAVD 88     -       402.696  (meters)    1321.18   (feet)  ADJUSTED  
 AE9357  ___________________________________________________________________
 AE9357  X           -    -220,575.596 (meters)                     COMP
 AE9357  Y           -  -4,378,783.171 (meters)                     COMP
 AE9357  Z           -   4,617,287.100 (meters)                     COMP
 AE9357  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AE9357  ELLIP HEIGHT-         374.50  (meters)          (05/11/98) GPS OBS
 AE9357  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AE9357  DYNAMIC HT  -         402.721 (meters)    1321.26  (feet)  COMP
 AE9357  MODELED GRAV-     980,664.5   (mgal)                       NAVD 88
 AE9357
 AE9357  HORZ ORDER  -  FIRST
 AE9357  VERT ORDER  -  SECOND    CLASS I
 AE9357  ELLP ORDER  -  FOURTH    CLASS I
 AE9357
 AE9357.The horizontal coordinates were established by GPS observations
 AE9357.and adjusted by the National Geodetic Survey in May 1998..
 AE9357
 AE9357.The orthometric height was determined by differential leveling
 AE9357.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9357
 AE9357.The ellipsoidal height was determined by GPS observations
 AE9357.and is referenced to NAD 83.
 AE9357
 AE9357.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9357;SPC MN C     -   287,022.591   904,528.234   MT  0.99993957   +0 59 17.9
 AE9357;UTM  15      - 5,169,004.549   508,890.426   MT  0.99960097   +0 05 04.4
 AE9357
 AE9357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9357!SPC MN C     -   0.99994130  x   0.99993957  =   0.99988087
 AE9357!UTM  15      -   0.99994130  x   0.99960097  =   0.99954229
 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  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: 15TWM0889069005(NAD 83)
 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 = OCTOBER  6, 2006
 AE9358 ***********************************************************************
 AE9358  DESIGNATION -  0912 B
 AE9358  PID         -  AE9358
 AE9358  STATE/COUNTY-  MN/CARLTON
 AE9358  USGS QUAD   -  CROMWELL WEST (1982)
 AE9358
 AE9358                         *CURRENT SURVEY CONTROL
 AE9358  ___________________________________________________________________
 AE9358* NAD 83(1996)-  46 39 49.02019(N)    092 53 40.32028(W)     ADJUSTED  
 AE9358* NAVD 88     -       402.688  (meters)    1321.15   (feet)  ADJUSTED  
 AE9358  ___________________________________________________________________
 AE9358  X           -    -221,443.244 (meters)                     COMP
 AE9358  Y           -  -4,379,623.868 (meters)                     COMP
 AE9358  Z           -   4,616,453.790 (meters)                     COMP
 AE9358  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AE9358  ELLIP HEIGHT-         374.52  (meters)          (05/11/98) GPS OBS
 AE9358  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AE9358  DYNAMIC HT  -         402.713 (meters)    1321.23  (feet)  COMP
 AE9358  MODELED GRAV-     980,665.6   (mgal)                       NAVD 88
 AE9358
 AE9358  HORZ ORDER  -  FIRST
 AE9358  VERT ORDER  -  SECOND    CLASS I
 AE9358  ELLP ORDER  -  FOURTH    CLASS I
 AE9358
 AE9358.The horizontal coordinates were established by GPS observations
 AE9358.and adjusted by the National Geodetic Survey in May 1998..
 AE9358
 AE9358.The orthometric height was determined by differential leveling
 AE9358.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9358
 AE9358.The ellipsoidal height was determined by GPS observations
 AE9358.and is referenced to NAD 83.
 AE9358
 AE9358.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9358;SPC MN C     -   285,794.372   903,725.145   MT  0.99993846   +0 58 49.9
 AE9358;UTM  15      - 5,167,789.561   508,068.342   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  =   0.99987976
 AE9358!UTM  15      -   0.99994130  x   0.99960080  =   0.99954212
 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  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: 15TWM0806867790(NAD 83)
 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 = OCTOBER  6, 2006
 AE9359 ***********************************************************************
 AE9359  DESIGNATION -  0912 C
 AE9359  PID         -  AE9359
 AE9359  STATE/COUNTY-  MN/CARLTON
 AE9359  USGS QUAD   -  CROMWELL WEST (1982)
 AE9359
 AE9359                         *CURRENT SURVEY CONTROL
 AE9359  ___________________________________________________________________
 AE9359* NAD 83(1996)-  46 39 00.63749(N)    092 53 45.53226(W)     ADJUSTED  
 AE9359* NAVD 88     -       403.888  (meters)    1325.09   (feet)  ADJUSTED  
 AE9359  ___________________________________________________________________
 AE9359  X           -    -221,608.850 (meters)                     COMP
 AE9359  Y           -  -4,380,704.316 (meters)                     COMP
 AE9359  Z           -   4,615,429.189 (meters)                     COMP
 AE9359  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AE9359  ELLIP HEIGHT-         375.75  (meters)          (05/11/98) GPS OBS
 AE9359  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AE9359  DYNAMIC HT  -         403.915 (meters)    1325.18  (feet)  COMP
 AE9359  MODELED GRAV-     980,666.6   (mgal)                       NAVD 88
 AE9359
 AE9359  HORZ ORDER  -  FIRST
 AE9359  VERT ORDER  -  SECOND    CLASS I
 AE9359  ELLP ORDER  -  FOURTH    CLASS I
 AE9359
 AE9359.The horizontal coordinates were established by GPS observations
 AE9359.and adjusted by the National Geodetic Survey in May 1998..
 AE9359
 AE9359.The orthometric height was determined by differential leveling
 AE9359.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9359
 AE9359.The ellipsoidal height was determined by GPS observations
 AE9359.and is referenced to NAD 83.
 AE9359
 AE9359.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9359;SPC MN C     -   284,298.782   903,639.905   MT  0.99993714   +0 58 46.1
 AE9359;UTM  15      - 5,166,296.005   507,959.557   MT  0.99960078   +0 04 32.3
 AE9359
 AE9359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9359!SPC MN C     -   0.99994110  x   0.99993714  =   0.99987825
 AE9359!UTM  15      -   0.99994110  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 1722633.0 |
 AE9359|---------------------------------------------------------------------|
 AE9359
 AE9359                          SUPERSEDED SURVEY CONTROL
 AE9359
 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: 15TWM0796066296(NAD 83)
 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 = OCTOBER  6, 2006
 AE9360 ***********************************************************************
 AE9360  DESIGNATION -  0912 D
 AE9360  PID         -  AE9360
 AE9360  STATE/COUNTY-  MN/CARLTON
 AE9360  USGS QUAD   -  CROMWELL WEST (1982)
 AE9360
 AE9360                         *CURRENT SURVEY CONTROL
 AE9360  ___________________________________________________________________
 AE9360* NAD 83(1996)-  46 38 13.23509(N)    092 53 36.40183(W)     ADJUSTED  
 AE9360* NAVD 88     -       400.396  (meters)    1313.63   (feet)  ADJUSTED  
 AE9360  ___________________________________________________________________
 AE9360  X           -    -221,468.543 (meters)                     COMP
 AE9360  Y           -  -4,381,774.737 (meters)                     COMP
 AE9360  Z           -   4,614,421.719 (meters)                     COMP
 AE9360  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AE9360  ELLIP HEIGHT-         372.30  (meters)          (05/11/98) GPS OBS
 AE9360  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AE9360  DYNAMIC HT  -         400.422 (meters)    1313.72  (feet)  COMP
 AE9360  MODELED GRAV-     980,667.3   (mgal)                       NAVD 88
 AE9360
 AE9360  HORZ ORDER  -  FIRST
 AE9360  VERT ORDER  -  SECOND    CLASS I
 AE9360  ELLP ORDER  -  FOURTH    CLASS I
 AE9360
 AE9360.The horizontal coordinates were established by GPS observations
 AE9360.and adjusted by the National Geodetic Survey in May 1998..
 AE9360
 AE9360.The orthometric height was determined by differential leveling
 AE9360.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9360
 AE9360.The ellipsoidal height was determined by GPS observations
 AE9360.and is referenced to NAD 83.
 AE9360
 AE9360.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9360;SPC MN C     -   282,838.679   903,859.082   MT  0.99993590   +0 58 52.7
 AE9360;UTM  15      - 5,164,833.118   508,155.609   MT  0.99960082   +0 04 38.9
 AE9360
 AE9360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9360!SPC MN C     -   0.99994164  x   0.99993590  =   0.99987755
 AE9360!UTM  15      -   0.99994164  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  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: 15TWM0815664833(NAD 83)
 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 = OCTOBER  6, 2006
 AE9361 ***********************************************************************
 AE9361  DESIGNATION -  0912 E
 AE9361  PID         -  AE9361
 AE9361  STATE/COUNTY-  MN/CARLTON
 AE9361  USGS QUAD   -  HEIKKILA CREEK (1982)
 AE9361
 AE9361                         *CURRENT SURVEY CONTROL
 AE9361  ___________________________________________________________________
 AE9361* NAD 83(1996)-  46 36 27.14801(N)    092 53 30.98924(W)     ADJUSTED  
 AE9361* NAVD 88     -       398.470  (meters)    1307.31   (feet)  ADJUSTED  
 AE9361  ___________________________________________________________________
 AE9361  X           -    -221,473.632 (meters)                     COMP
 AE9361  Y           -  -4,384,157.405 (meters)                     COMP
 AE9361  Z           -   4,612,170.391 (meters)                     COMP
 AE9361  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AE9361  ELLIP HEIGHT-         370.46  (meters)          (05/11/98) GPS OBS
 AE9361  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AE9361  DYNAMIC HT  -         398.497 (meters)    1307.40  (feet)  COMP
 AE9361  MODELED GRAV-     980,668.6   (mgal)                       NAVD 88
 AE9361
 AE9361  HORZ ORDER  -  FIRST
 AE9361  VERT ORDER  -  SECOND    CLASS I
 AE9361  ELLP ORDER  -  FOURTH    CLASS I
 AE9361
 AE9361.The horizontal coordinates were established by GPS observations
 AE9361.and adjusted by the National Geodetic Survey in May 1998..
 AE9361
 AE9361.The orthometric height was determined by differential leveling
 AE9361.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9361
 AE9361.The ellipsoidal height was determined by GPS observations
 AE9361.and is referenced to NAD 83.
 AE9361
 AE9361.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9361;SPC MN C     -   279,565.512   904,030.341   MT  0.99993332   +0 58 56.7
 AE9361;UTM  15      - 5,161,558.750   508,275.174   MT  0.99960084   +0 04 42.7
 AE9361
 AE9361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9361!SPC MN C     -   0.99994193  x   0.99993332  =   0.99987525
 AE9361!UTM  15      -   0.99994193  x   0.99960084  =   0.99954279
 AE9361
 AE9361:                Primary Azimuth Mark                     Grid Az
 AE9361:SPC MN C     -  0912 F                                   183 30 17.1
 AE9361:UTM  15      -  0912 F                                   184 24 31.1
 AE9361
 AE9361|---------------------------------------------------------------------|
 AE9361| PID    Reference Object                     Distance      Geod. Az  |
 AE9361|                                                           dddmmss.s |
 AE9361| AE9362 0912 F                              APPROX. 1.7 KM 1842913.8 |
 AE9361|---------------------------------------------------------------------|
 AE9361
 AE9361                          SUPERSEDED SURVEY CONTROL
 AE9361
 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: 15TWM0827561559(NAD 83)
 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 = OCTOBER  6, 2006
 AE9362 ***********************************************************************
 AE9362  DESIGNATION -  0912 F
 AE9362  PID         -  AE9362
 AE9362  STATE/COUNTY-  MN/CARLTON
 AE9362  USGS QUAD   -  HEIKKILA CREEK (1982)
 AE9362
 AE9362                         *CURRENT SURVEY CONTROL
 AE9362  ___________________________________________________________________
 AE9362* NAD 83(1996)-  46 35 33.04399(N)    092 53 37.14834(W)     ADJUSTED  
 AE9362* NAVD 88     -       396.239  (meters)    1299.99   (feet)  ADJUSTED  
 AE9362  ___________________________________________________________________
 AE9362  X           -    -221,665.749 (meters)                     COMP
 AE9362  Y           -  -4,385,361.661 (meters)                     COMP
 AE9362  Z           -   4,611,020.838 (meters)                     COMP
 AE9362  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AE9362  ELLIP HEIGHT-         368.26  (meters)          (05/11/98) GPS OBS
 AE9362  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AE9362  DYNAMIC HT  -         396.265 (meters)    1300.08  (feet)  COMP
 AE9362  MODELED GRAV-     980,669.0   (mgal)                       NAVD 88
 AE9362
 AE9362  HORZ ORDER  -  FIRST
 AE9362  VERT ORDER  -  SECOND    CLASS I
 AE9362  ELLP ORDER  -  FOURTH    CLASS I
 AE9362
 AE9362.The horizontal coordinates were established by GPS observations
 AE9362.and adjusted by the National Geodetic Survey in May 1998..
 AE9362
 AE9362.The orthometric height was determined by differential leveling
 AE9362.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9362
 AE9362.The ellipsoidal height was determined by GPS observations
 AE9362.and is referenced to NAD 83.
 AE9362
 AE9362.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9362;SPC MN C     -   277,892.966   903,927.904   MT  0.99993211   +0 58 52.2
 AE9362;UTM  15      - 5,159,888.583   508,146.407   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  =   0.99987439
 AE9362!UTM  15      -   0.99994228  x   0.99960082  =   0.99954312
 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  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: 15TWM0814659889(NAD 83)
 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 = OCTOBER  6, 2006
 AE9363 ***********************************************************************
 AE9363  DESIGNATION -  0912 G
 AE9363  PID         -  AE9363
 AE9363  STATE/COUNTY-  MN/CARLTON
 AE9363  USGS QUAD   -  HEIKKILA CREEK (1982)
 AE9363
 AE9363                         *CURRENT SURVEY CONTROL
 AE9363  ___________________________________________________________________
 AE9363* NAD 83(1996)-  46 35 33.45209(N)    092 54 21.85228(W)     ADJUSTED  
 AE9363* NAVD 88     -       386.678  (meters)    1268.63   (feet)  ADJUSTED  
 AE9363  ___________________________________________________________________
 AE9363  X           -    -222,615.389 (meters)                     COMP
 AE9363  Y           -  -4,385,297.812 (meters)                     COMP
 AE9363  Z           -   4,611,022.553 (meters)                     COMP
 AE9363  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AE9363  ELLIP HEIGHT-         358.70  (meters)          (05/11/98) GPS OBS
 AE9363  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AE9363  DYNAMIC HT  -         386.704 (meters)    1268.71  (feet)  COMP
 AE9363  MODELED GRAV-     980,669.3   (mgal)                       NAVD 88
 AE9363
 AE9363  HORZ ORDER  -  FIRST
 AE9363  VERT ORDER  -  SECOND    CLASS I
 AE9363  ELLP ORDER  -  FOURTH    CLASS I
 AE9363
 AE9363.The horizontal coordinates were established by GPS observations
 AE9363.and adjusted by the National Geodetic Survey in May 1998..
 AE9363
 AE9363.The orthometric height was determined by differential leveling
 AE9363.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9363
 AE9363.The ellipsoidal height was determined by GPS observations
 AE9363.and is referenced to NAD 83.
 AE9363
 AE9363.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9363;SPC MN C     -   277,889.346   902,976.292   MT  0.99993212   +0 58 19.9
 AE9363;UTM  15      - 5,159,899.971   507,195.171   MT  0.99960064   +0 04 05.7
 AE9363
 AE9363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9363!SPC MN C     -   0.99994377  x   0.99993212  =   0.99987590
 AE9363!UTM  15      -   0.99994377  x   0.99960064  =   0.99954444
 AE9363
 AE9363:                Primary Azimuth Mark                     Grid Az
 AE9363:SPC MN C     -  0912 F                                   089 46 55.2
 AE9363:UTM  15      -  0912 F                                   090 41 09.4
 AE9363
 AE9363|---------------------------------------------------------------------|
 AE9363| PID    Reference Object                     Distance      Geod. Az  |
 AE9363|                                                           dddmmss.s |
 AE9363| AE9362 0912 F                              APPROX. 1.0 KM 0904515.1 |
 AE9363|---------------------------------------------------------------------|
 AE9363
 AE9363                          SUPERSEDED SURVEY CONTROL
 AE9363
 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: 15TWM0719559900(NAD 83)
 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 = OCTOBER  6, 2006
 AE9364 ***********************************************************************
 AE9364  DESIGNATION -  0912 H
 AE9364  PID         -  AE9364
 AE9364  STATE/COUNTY-  MN/CARLTON
 AE9364  USGS QUAD   -  HEIKKILA CREEK (1982)
 AE9364
 AE9364                         *CURRENT SURVEY CONTROL
 AE9364  ___________________________________________________________________
 AE9364* NAD 83(1996)-  46 33 49.64742(N)    092 54 23.30447(W)     ADJUSTED  
 AE9364* NAVD 88     -       382.098  (meters)    1253.60   (feet)  ADJUSTED  
 AE9364  ___________________________________________________________________
 AE9364  X           -    -222,764.160 (meters)                     COMP
 AE9364  Y           -  -4,387,618.353 (meters)                     COMP
 AE9364  Z           -   4,608,815.917 (meters)                     COMP
 AE9364  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AE9364  ELLIP HEIGHT-         354.18  (meters)          (05/11/98) GPS OBS
 AE9364  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AE9364  DYNAMIC HT  -         382.124 (meters)    1253.69  (feet)  COMP
 AE9364  MODELED GRAV-     980,669.8   (mgal)                       NAVD 88
 AE9364
 AE9364  HORZ ORDER  -  FIRST
 AE9364  VERT ORDER  -  SECOND    CLASS I
 AE9364  ELLP ORDER  -  FOURTH    CLASS I
 AE9364
 AE9364.The horizontal coordinates were established by GPS observations
 AE9364.and adjusted by the National Geodetic Survey in May 1998..
 AE9364
 AE9364.The orthometric height was determined by differential leveling
 AE9364.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9364
 AE9364.The ellipsoidal height was determined by GPS observations
 AE9364.and is referenced to NAD 83.
 AE9364
 AE9364.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9364;SPC MN C     -   274,684.171   902,999.751   MT  0.99992999   +0 58 18.8
 AE9364;UTM  15      - 5,156,695.884   507,168.070   MT  0.99960063   +0 04 04.5
 AE9364
 AE9364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9364!SPC MN C     -   0.99994448  x   0.99992999  =   0.99987448
 AE9364!UTM  15      -   0.99994448  x   0.99960063  =   0.99954513
 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  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: 15TWM0716856696(NAD 83)
 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 = OCTOBER  6, 2006
 AE9365 ***********************************************************************
 AE9365  DESIGNATION -  0912 J
 AE9365  PID         -  AE9365
 AE9365  STATE/COUNTY-  MN/CARLTON
 AE9365  USGS QUAD   -  HEIKKILA CREEK (1982)
 AE9365
 AE9365                         *CURRENT SURVEY CONTROL
 AE9365  ___________________________________________________________________
 AE9365* NAD 83(1996)-  46 32 57.56337(N)    092 54 34.17590(W)     ADJUSTED  
 AE9365* NAVD 88     -       381.088  (meters)    1250.29   (feet)  ADJUSTED  
 AE9365  ___________________________________________________________________
 AE9365  X           -    -223,054.653 (meters)                     COMP
 AE9365  Y           -  -4,388,772.176 (meters)                     COMP
 AE9365  Z           -   4,607,709.228 (meters)                     COMP
 AE9365  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AE9365  ELLIP HEIGHT-         353.19  (meters)          (05/11/98) GPS OBS
 AE9365  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AE9365  DYNAMIC HT  -         381.114 (meters)    1250.37  (feet)  COMP
 AE9365  MODELED GRAV-     980,669.9   (mgal)                       NAVD 88
 AE9365
 AE9365  HORZ ORDER  -  FIRST
 AE9365  VERT ORDER  -  SECOND    CLASS I
 AE9365  ELLP ORDER  -  FOURTH    CLASS I
 AE9365
 AE9365.The horizontal coordinates were established by GPS observations
 AE9365.and adjusted by the National Geodetic Survey in May 1998..
 AE9365
 AE9365.The orthometric height was determined by differential leveling
 AE9365.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9365
 AE9365.The ellipsoidal height was determined by GPS observations
 AE9365.and is referenced to NAD 83.
 AE9365
 AE9365.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9365;SPC MN C     -   273,072.321   902,795.477   MT  0.99992901   +0 58 10.9
 AE9365;UTM  15      - 5,155,087.986   506,938.467   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  =   0.99987365
 AE9365!UTM  15      -   0.99994464  x   0.99960059  =   0.99954525
 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  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: 15TWM0693855088(NAD 83)
 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 = OCTOBER  6, 2006
 AE9366 ***********************************************************************
 AE9366  DESIGNATION -  0912 K
 AE9366  PID         -  AE9366
 AE9366  STATE/COUNTY-  MN/CARLTON
 AE9366  USGS QUAD   -  HEIKKILA CREEK (1982)
 AE9366
 AE9366                         *CURRENT SURVEY CONTROL
 AE9366  ___________________________________________________________________
 AE9366* NAD 83(1996)-  46 32 05.36291(N)    092 54 29.18102(W)     ADJUSTED  
 AE9366* NAVD 88     -       378.568  (meters)    1242.02   (feet)  ADJUSTED  
 AE9366  ___________________________________________________________________
 AE9366  X           -    -223,007.652 (meters)                     COMP
 AE9366  Y           -  -4,389,944.448 (meters)                     COMP
 AE9366  Z           -   4,606,598.693 (meters)                     COMP
 AE9366  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AE9366  ELLIP HEIGHT-         350.71  (meters)          (05/11/98) GPS OBS
 AE9366  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AE9366  DYNAMIC HT  -         378.593 (meters)    1242.10  (feet)  COMP
 AE9366  MODELED GRAV-     980,670.1   (mgal)                       NAVD 88
 AE9366
 AE9366  HORZ ORDER  -  FIRST
 AE9366  VERT ORDER  -  SECOND    CLASS I
 AE9366  ELLP ORDER  -  FOURTH    CLASS I
 AE9366
 AE9366.The horizontal coordinates were established by GPS observations
 AE9366.and adjusted by the National Geodetic Survey in May 1998..
 AE9366
 AE9366.The orthometric height was determined by differential leveling
 AE9366.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9366
 AE9366.The ellipsoidal height was determined by GPS observations
 AE9366.and is referenced to NAD 83.
 AE9366
 AE9366.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9366;SPC MN C     -   271,462.607   902,929.168   MT  0.99992810   +0 58 14.6
 AE9366;UTM  15      - 5,153,476.892   507,046.709   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  =   0.99987313
 AE9366!UTM  15      -   0.99994503  x   0.99960061  =   0.99954566
 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  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: 15TWM0704753477(NAD 83)
 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 = OCTOBER  6, 2006
 AE9367 ***********************************************************************
 AE9367  DESIGNATION -  0912 L
 AE9367  PID         -  AE9367
 AE9367  STATE/COUNTY-  MN/CARLTON
 AE9367  USGS QUAD   -  HEIKKILA CREEK (1982)
 AE9367
 AE9367                         *CURRENT SURVEY CONTROL
 AE9367  ___________________________________________________________________
 AE9367* NAD 83(1996)-  46 31 13.74176(N)    092 54 29.11287(W)     ADJUSTED  
 AE9367* NAVD 88     -       373.455  (meters)    1225.24   (feet)  ADJUSTED  
 AE9367  ___________________________________________________________________
 AE9367  X           -    -223,064.713 (meters)                     COMP
 AE9367  Y           -  -4,391,096.338 (meters)                     COMP
 AE9367  Z           -   4,605,498.267 (meters)                     COMP
 AE9367  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AE9367  ELLIP HEIGHT-         345.60  (meters)          (05/11/98) GPS OBS
 AE9367  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AE9367  DYNAMIC HT  -         373.480 (meters)    1225.33  (feet)  COMP
 AE9367  MODELED GRAV-     980,668.6   (mgal)                       NAVD 88
 AE9367
 AE9367  HORZ ORDER  -  FIRST
 AE9367  VERT ORDER  -  SECOND    CLASS I
 AE9367  ELLP ORDER  -  FOURTH    CLASS I
 AE9367
 AE9367.The horizontal coordinates were established by GPS observations
 AE9367.and adjusted by the National Geodetic Survey in May 1998..
 AE9367
 AE9367.The orthometric height was determined by differential leveling
 AE9367.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9367
 AE9367.The ellipsoidal height was determined by GPS observations
 AE9367.and is referenced to NAD 83.
 AE9367
 AE9367.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9367;SPC MN C     -   269,869.006   902,957.622   MT  0.99992726   +0 58 14.6
 AE9367;UTM  15      - 5,151,883.562   507,050.016   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  =   0.99987309
 AE9367!UTM  15      -   0.99994583  x   0.99960061  =   0.99954646
 AE9367
 AE9367:                Primary Azimuth Mark                     Grid Az
 AE9367:SPC MN C     -  0912 N                                   158 58 19.9
 AE9367:UTM  15      -  0912 N                                   159 52 34.4
 AE9367
 AE9367|---------------------------------------------------------------------|
 AE9367| PID    Reference Object                     Distance      Geod. Az  |
 AE9367|                                                           dddmmss.s |
 AE9367| AE9368 0912 N                              APPROX. 1.7 KM 1595634.5 |
 AE9367| AE9366 0912 K                              APPROX. 1.6 KM 3595652.1 |
 AE9367|---------------------------------------------------------------------|
 AE9367
 AE9367                          SUPERSEDED SURVEY CONTROL
 AE9367
 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: 15TWM0705051884(NAD 83)
 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 = OCTOBER  6, 2006
 AI1485 ***********************************************************************
 AI1485  DESIGNATION -  0912 M
 AI1485  PID         -  AI1485
 AI1485  STATE/COUNTY-  MN/CARLTON
 AI1485  USGS QUAD   -  HEIKKILA CREEK (1982)
 AI1485
 AI1485                         *CURRENT SURVEY CONTROL
 AI1485  ___________________________________________________________________
 AI1485* NAD 83(1986)-  46 30 30.     (N)    092 54 17.     (W)     SCALED    
 AI1485* NAVD 88     -       363.916  (meters)    1193.95   (feet)  ADJUSTED  
 AI1485  ___________________________________________________________________
 AI1485  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AI1485  DYNAMIC HT  -         363.939 (meters)    1194.02  (feet)  COMP
 AI1485  MODELED GRAV-     980,665.5   (mgal)                       NAVD 88
 AI1485
 AI1485  VERT ORDER  -  SECOND    CLASS I
 AI1485
 AI1485.The horizontal coordinates were scaled from a topographic map and have
 AI1485.an estimated accuracy of +/- 6 seconds.
 AI1485
 AI1485.The orthometric height was determined by differential leveling
 AI1485.and adjusted by the National Geodetic Survey in August 2000..
 AI1485
 AI1485.The geoid height was determined by GEOID03.
 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     -   268,520.      903,240.      MT  (+/- 180 meters Scaled)
 AI1485
 AI1485                          SUPERSEDED SURVEY CONTROL
 AI1485
 AI1485.No superseded survey control is available for this station.
 AI1485
 AI1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM073505(NAD 83)
 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 = OCTOBER  6, 2006
 AE9368 ***********************************************************************
 AE9368  DESIGNATION -  0912 N
 AE9368  PID         -  AE9368
 AE9368  STATE/COUNTY-  MN/CARLTON
 AE9368  USGS QUAD   -  HEIKKILA CREEK (1982)
 AE9368
 AE9368                         *CURRENT SURVEY CONTROL
 AE9368  ___________________________________________________________________
 AE9368* NAD 83(1996)-  46 30 20.60688(N)    092 54 01.01766(W)     ADJUSTED  
 AE9368* NAVD 88     -       363.971  (meters)    1194.13   (feet)  ADJUSTED  
 AE9368  ___________________________________________________________________
 AE9368  X           -    -222,526.506 (meters)                     COMP
 AE9368  Y           -  -4,392,309.082 (meters)                     COMP
 AE9368  Z           -   4,604,362.205 (meters)                     COMP
 AE9368  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AE9368  ELLIP HEIGHT-         336.11  (meters)          (05/11/98) GPS OBS
 AE9368  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AE9368  DYNAMIC HT  -         363.993 (meters)    1194.20  (feet)  COMP
 AE9368  MODELED GRAV-     980,664.7   (mgal)                       NAVD 88
 AE9368
 AE9368  HORZ ORDER  -  FIRST
 AE9368  VERT ORDER  -  SECOND    CLASS I
 AE9368  ELLP ORDER  -  FOURTH    CLASS I
 AE9368
 AE9368.The horizontal coordinates were established by GPS observations
 AE9368.and adjusted by the National Geodetic Survey in May 1998..
 AE9368
 AE9368.The orthometric height was determined by differential leveling
 AE9368.and adjusted by the National Geodetic Survey in August 2000..
 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 DEFLEC99 derived deflections.
 AE9368
 AE9368.The ellipsoidal height was determined by GPS observations
 AE9368.and is referenced to NAD 83.
 AE9368
 AE9368.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9368;SPC MN C     -   268,238.831   903,584.295   MT  0.99992646   +0 58 34.9
 AE9368;UTM  15      - 5,150,244.238   507,650.695   MT  0.99960072   +0 04 20.4
 AE9368
 AE9368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9368!SPC MN C     -   0.99994731  x   0.99992646  =   0.99987378
 AE9368!UTM  15      -   0.99994731  x   0.99960072  =   0.99954806
 AE9368
 AE9368:                Primary Azimuth Mark                     Grid Az
 AE9368:SPC MN C     -  0912 L                                   338 58 20.0
 AE9368:UTM  15      -  0912 L                                   339 52 34.5
 AE9368
 AE9368|---------------------------------------------------------------------|
 AE9368| PID    Reference Object                     Distance      Geod. Az  |
 AE9368|                                                           dddmmss.s |
 AE9368| AE9367 0912 L                              APPROX. 1.7 KM 3395654.9 |
 AE9368|---------------------------------------------------------------------|
 AE9368
 AE9368                          SUPERSEDED SURVEY CONTROL
 AE9368
 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: 15TWM0765150244(NAD 83)
 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 = OCTOBER  6, 2006
 AE9369 ***********************************************************************
 AE9369  DESIGNATION -  0912 P
 AE9369  PID         -  AE9369
 AE9369  STATE/COUNTY-  MN/CARLTON
 AE9369  USGS QUAD   -  HEIKKILA CREEK (1982)
 AE9369
 AE9369                         *CURRENT SURVEY CONTROL
 AE9369  ___________________________________________________________________
 AE9369* NAD 83(1996)-  46 30 00.29594(N)    092 52 35.84656(W)     ADJUSTED  
 AE9369* NAVD 88     -       364.806  (meters)    1196.87   (feet)  ADJUSTED  
 AE9369  ___________________________________________________________________
 AE9369  X           -    -220,735.671 (meters)                     COMP
 AE9369  Y           -  -4,392,855.565 (meters)                     COMP
 AE9369  Z           -   4,603,931.097 (meters)                     COMP
 AE9369  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AE9369  ELLIP HEIGHT-         336.94  (meters)          (05/11/98) GPS OBS
 AE9369  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AE9369  DYNAMIC HT  -         364.827 (meters)    1196.94  (feet)  COMP
 AE9369  MODELED GRAV-     980,661.6   (mgal)                       NAVD 88
 AE9369
 AE9369  HORZ ORDER  -  FIRST
 AE9369  VERT ORDER  -  SECOND    CLASS I
 AE9369  ELLP ORDER  -  FOURTH    CLASS I
 AE9369
 AE9369.The horizontal coordinates were established by GPS observations
 AE9369.and adjusted by the National Geodetic Survey in May 1998..
 AE9369
 AE9369.The orthometric height was determined by differential leveling
 AE9369.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9369
 AE9369.The ellipsoidal height was determined by GPS observations
 AE9369.and is referenced to NAD 83.
 AE9369
 AE9369.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9369;SPC MN C     -   267,643.021   905,410.675   MT  0.99992617   +0 59 36.5
 AE9369;UTM  15      - 5,149,619.889   509,466.855   MT  0.99960110   +0 05 22.2
 AE9369
 AE9369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9369!SPC MN C     -   0.99994718  x   0.99992617  =   0.99987336
 AE9369!UTM  15      -   0.99994718  x   0.99960110  =   0.99954831
 AE9369
 AE9369                          SUPERSEDED SURVEY CONTROL
 AE9369
 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: 15TWM0946749620(NAD 83)
 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 = OCTOBER  6, 2006
 AI1486 ***********************************************************************
 AI1486  DESIGNATION -  0912 Q
 AI1486  PID         -  AI1486
 AI1486  STATE/COUNTY-  MN/CARLTON
 AI1486  USGS QUAD   -  KETTLE RIVER (1981)
 AI1486
 AI1486                         *CURRENT SURVEY CONTROL
 AI1486  ___________________________________________________________________
 AI1486* NAD 83(1986)-  46 29 18.     (N)    092 52 38.     (W)     SCALED    
 AI1486* NAVD 88     -       361.619  (meters)    1186.41   (feet)  ADJUSTED  
 AI1486  ___________________________________________________________________
 AI1486  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AI1486  DYNAMIC HT  -         361.639 (meters)    1186.48  (feet)  COMP
 AI1486  MODELED GRAV-     980,656.5   (mgal)                       NAVD 88
 AI1486
 AI1486  VERT ORDER  -  SECOND    CLASS I
 AI1486
 AI1486.The horizontal coordinates were scaled from a topographic map and have
 AI1486.an estimated accuracy of +/- 6 seconds.
 AI1486
 AI1486.The orthometric height was determined by differential leveling
 AI1486.and adjusted by the National Geodetic Survey in August 2000..
 AI1486
 AI1486.The geoid height was determined by GEOID03.
 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     -   266,340.      905,390.      MT  (+/- 180 meters Scaled)
 AI1486
 AI1486                          SUPERSEDED SURVEY CONTROL
 AI1486
 AI1486.No superseded survey control is available for this station.
 AI1486
 AI1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM094483(NAD 83)
 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 - 1997
 AI1486
 AI1486  HISTORY     - Date     Condition        Report By
 AI1486  HISTORY     - 1997     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9370 ***********************************************************************
 AE9370  DESIGNATION -  0912 R
 AE9370  PID         -  AE9370
 AE9370  STATE/COUNTY-  MN/CARLTON
 AE9370  USGS QUAD   -  MOOSE LAKE (1981)
 AE9370
 AE9370                         *CURRENT SURVEY CONTROL
 AE9370  ___________________________________________________________________
 AE9370* NAD 83(1996)-  46 27 30.27478(N)    092 52 10.66816(W)     ADJUSTED  
 AE9370* NAVD 88     -       350.560  (meters)    1150.13   (feet)  ADJUSTED  
 AE9370  ___________________________________________________________________
 AE9370  X           -    -220,367.123 (meters)                     COMP
 AE9370  Y           -  -4,396,227.670 (meters)                     COMP
 AE9370  Z           -   4,600,730.683 (meters)                     COMP
 AE9370  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AE9370  ELLIP HEIGHT-         322.69  (meters)          (05/11/98) GPS OBS
 AE9370  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AE9370  DYNAMIC HT  -         350.575 (meters)    1150.18  (feet)  COMP
 AE9370  MODELED GRAV-     980,648.5   (mgal)                       NAVD 88
 AE9370
 AE9370  HORZ ORDER  -  FIRST
 AE9370  VERT ORDER  -  SECOND    CLASS I
 AE9370  ELLP ORDER  -  FOURTH    CLASS I
 AE9370
 AE9370.The horizontal coordinates were established by GPS observations
 AE9370.and adjusted by the National Geodetic Survey in May 1998..
 AE9370
 AE9370.The orthometric height was determined by differential leveling
 AE9370.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9370
 AE9370.The ellipsoidal height was determined by GPS observations
 AE9370.and is referenced to NAD 83.
 AE9370
 AE9370.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9370;SPC MN C     -   263,021.054   906,028.153   MT  0.99992434   +0 59 54.8
 AE9370;UTM  15      - 5,144,990.257   510,011.157   MT  0.99960123   +0 05 40.2
 AE9370
 AE9370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9370!SPC MN C     -   0.99994942  x   0.99992434  =   0.99987376
 AE9370!UTM  15      -   0.99994942  x   0.99960123  =   0.99955067
 AE9370
 AE9370                          SUPERSEDED SURVEY CONTROL
 AE9370
 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_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 - July 01, 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9535 ***********************************************************************
 DE9535  DESIGNATION -  0913 A
 DE9535  PID         -  DE9535
 DE9535  STATE/COUNTY-  MN/CARLTON
 DE9535  USGS QUAD   -  CROMWELL WEST (1982)
 DE9535
 DE9535                         *CURRENT SURVEY CONTROL
 DE9535  ___________________________________________________________________
 DE9535* NAD 83(1996)-  46 41 38.67321(N)    092 53 00.46626(W)     ADJUSTED  
 DE9535* NAVD 88     -       397.874  (meters)    1305.36   (feet)  ADJUSTED  
 DE9535  ___________________________________________________________________
 DE9535  X           -    -220,472.923 (meters)                     COMP
 DE9535  Y           -  -4,377,202.810 (meters)                     COMP
 DE9535  Z           -   4,618,773.423 (meters)                     COMP
 DE9535  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 DE9535  ELLIP HEIGHT-         369.60  (meters)          (01/17/03) GPS OBS
 DE9535  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DE9535  DYNAMIC HT  -         397.898 (meters)    1305.44  (feet)  COMP
 DE9535  MODELED GRAV-     980,662.9   (mgal)                       NAVD 88
 DE9535
 DE9535  HORZ ORDER  -  FIRST
 DE9535  VERT ORDER  -  SECOND    CLASS I
 DE9535  ELLP ORDER  -  FOURTH    CLASS I
 DE9535
 DE9535.The horizontal coordinates were established by GPS observations
 DE9535.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9535
 DE9535.The orthometric height was determined by differential leveling
 DE9535.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9535
 DE9535.The ellipsoidal height was determined by GPS observations
 DE9535.and is referenced to NAD 83.
 DE9535
 DE9535.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9535;SPC MN C     -   289,194.203   904,513.808   MT  0.99994165   +0 59 18.7
 DE9535;UTM  15      - 5,171,175.380   508,910.247   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  =   0.99988372
 DE9535!UTM  15      -   0.99994207  x   0.99960098  =   0.99954307
 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  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_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 = OCTOBER  6, 2006
 DE9536 ***********************************************************************
 DE9536  DESIGNATION -  0913 B
 DE9536  PID         -  DE9536
 DE9536  STATE/COUNTY-  MN/CARLTON
 DE9536  USGS QUAD   -  CROMWELL WEST (1982)
 DE9536
 DE9536                         *CURRENT SURVEY CONTROL
 DE9536  ___________________________________________________________________
 DE9536* NAD 83(1996)-  46 42 28.76180(N)    092 53 02.12741(W)     ADJUSTED  
 DE9536* NAVD 88     -       399.652  (meters)    1311.19   (feet)  ADJUSTED  
 DE9536  ___________________________________________________________________
 DE9536  X           -    -220,451.596 (meters)                     COMP
 DE9536  Y           -  -4,376,077.918 (meters)                     COMP
 DE9536  Z           -   4,619,835.475 (meters)                     COMP
 DE9536  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DE9536  ELLIP HEIGHT-         371.33  (meters)          (01/17/03) GPS OBS
 DE9536  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DE9536  DYNAMIC HT  -         399.676 (meters)    1311.27  (feet)  COMP
 DE9536  MODELED GRAV-     980,661.9   (mgal)                       NAVD 88
 DE9536
 DE9536  HORZ ORDER  -  FIRST
 DE9536  VERT ORDER  -  SECOND    CLASS I
 DE9536  ELLP ORDER  -  FOURTH    CLASS I
 DE9536
 DE9536.The horizontal coordinates were established by GPS observations
 DE9536.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9536
 DE9536.The orthometric height was determined by differential leveling
 DE9536.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9536
 DE9536.The ellipsoidal height was determined by GPS observations
 DE9536.and is referenced to NAD 83.
 DE9536
 DE9536.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9536;SPC MN C     -   290,739.969   904,451.847   MT  0.99994320   +0 59 17.5
 DE9536;UTM  15      - 5,172,721.403   508,872.687   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  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: 15TWM0887372721(NAD 83)
 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 = OCTOBER  6, 2006
 DE9537 ***********************************************************************
 DE9537  DESIGNATION -  0913 C
 DE9537  PID         -  DE9537
 DE9537  STATE/COUNTY-  MN/CARLTON
 DE9537  USGS QUAD   -  CROMWELL WEST (1982)
 DE9537
 DE9537                         *CURRENT SURVEY CONTROL
 DE9537  ___________________________________________________________________
 DE9537* NAD 83(1996)-  46 44 17.74450(N)    092 53 00.54533(W)     ADJUSTED  
 DE9537* NAVD 88     -       400.677  (meters)    1314.55   (feet)  ADJUSTED  
 DE9537  ___________________________________________________________________
 DE9537  X           -    -220,294.803 (meters)                     COMP
 DE9537  Y           -  -4,373,633.094 (meters)                     COMP
 DE9537  Z           -   4,622,143.288 (meters)                     COMP
 DE9537  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 DE9537  ELLIP HEIGHT-         372.26  (meters)          (01/17/03) GPS OBS
 DE9537  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DE9537  DYNAMIC HT  -         400.700 (meters)    1314.63  (feet)  COMP
 DE9537  MODELED GRAV-     980,659.6   (mgal)                       NAVD 88
 DE9537
 DE9537  HORZ ORDER  -  FIRST
 DE9537  VERT ORDER  -  SECOND    CLASS I
 DE9537  ELLP ORDER  -  FOURTH    CLASS I
 DE9537
 DE9537.The horizontal coordinates were established by GPS observations
 DE9537.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9537
 DE9537.The orthometric height was determined by differential leveling
 DE9537.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9537
 DE9537.The ellipsoidal height was determined by GPS observations
 DE9537.and is referenced to NAD 83.
 DE9537
 DE9537.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9537;SPC MN C     -   294,105.171   904,427.390   MT  0.99994678   +0 59 18.7
 DE9537;UTM  15      - 5,176,085.415   508,901.299   MT  0.99960097   +0 05 05.5
 DE9537
 DE9537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9537!SPC MN C     -   0.99994165  x   0.99994678  =   0.99988843
 DE9537!UTM  15      -   0.99994165  x   0.99960097  =   0.99954264
 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  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_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 = OCTOBER  6, 2006
 DE9538 ***********************************************************************
 DE9538  DESIGNATION -  0913 D
 DE9538  PID         -  DE9538
 DE9538  STATE/COUNTY-  MN/CARLTON
 DE9538  USGS QUAD   -  PRAIRIE LAKE (1963)
 DE9538
 DE9538                         *CURRENT SURVEY CONTROL
 DE9538  ___________________________________________________________________
 DE9538* NAD 83(1996)-  46 45 06.45025(N)    092 53 01.79814(W)     ADJUSTED  
 DE9538* NAVD 88     -       400.602  (meters)    1314.31   (feet)  ADJUSTED  
 DE9538  ___________________________________________________________________
 DE9538  X           -    -220,266.250 (meters)                     COMP
 DE9538  Y           -  -4,372,537.613 (meters)                     COMP
 DE9538  Z           -   4,623,173.874 (meters)                     COMP
 DE9538  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DE9538  ELLIP HEIGHT-         372.14  (meters)          (01/17/03) GPS OBS
 DE9538  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DE9538  DYNAMIC HT  -         400.624 (meters)    1314.38  (feet)  COMP
 DE9538  MODELED GRAV-     980,658.6   (mgal)                       NAVD 88
 DE9538
 DE9538  HORZ ORDER  -  FIRST
 DE9538  VERT ORDER  -  SECOND    CLASS I
 DE9538  ELLP ORDER  -  FOURTH    CLASS I
 DE9538
 DE9538.The horizontal coordinates were established by GPS observations
 DE9538.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9538
 DE9538.The orthometric height was determined by differential leveling
 DE9538.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9538
 DE9538.The ellipsoidal height was determined by GPS observations
 DE9538.and is referenced to NAD 83.
 DE9538
 DE9538.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9538;SPC MN C     -   295,608.414   904,374.860   MT  0.99994847   +0 59 17.8
 DE9538;UTM  15      - 5,177,588.778   508,872.493   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  =   0.99989014
 DE9538!UTM  15      -   0.99994167  x   0.99960097  =   0.99954266
 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  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: 15TWM0887277589(NAD 83)
 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 = OCTOBER  6, 2006
 RN0103 ***********************************************************************
 RN0103  DESIGNATION -  0915 A
 RN0103  PID         -  RN0103
 RN0103  STATE/COUNTY-  MN/CARLTON
 RN0103  USGS QUAD   -  CLOQUET (1954)
 RN0103
 RN0103                         *CURRENT SURVEY CONTROL
 RN0103  ___________________________________________________________________
 RN0103* NAD 83(1986)-  46 39 48.     (N)    092 28 49.     (W)     SCALED    
 RN0103* NAVD 88     -       348.034  (meters)    1141.84   (feet)  ADJUSTED  
 RN0103  ___________________________________________________________________
 RN0103  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 RN0103  DYNAMIC HT  -         348.059 (meters)    1141.92  (feet)  COMP
 RN0103  MODELED GRAV-     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
 RN0103.and adjusted by the National Geodetic Survey in June 1991..
 RN0103
 RN0103.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 RN0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 AI1484 ***********************************************************************
 AI1484  DESIGNATION -  0915 B
 AI1484  PID         -  AI1484
 AI1484  STATE/COUNTY-  MN/CARLTON
 AI1484  USGS QUAD   -  CROMWELL EAST (1982)
 AI1484
 AI1484                         *CURRENT SURVEY CONTROL
 AI1484  ___________________________________________________________________
 AI1484* NAD 83(1986)-  46 40 42.     (N)    092 51 31.     (W)     SCALED    
 AI1484* NAVD 88     -       412.829  (meters)    1354.42   (feet)  ADJUSTED  
 AI1484  ___________________________________________________________________
 AI1484  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AI1484  DYNAMIC HT  -         412.855 (meters)    1354.51  (feet)  COMP
 AI1484  MODELED GRAV-     980,663.8   (mgal)                       NAVD 88
 AI1484
 AI1484  VERT ORDER  -  SECOND    CLASS I
 AI1484
 AI1484.The horizontal coordinates were scaled from a topographic map and have
 AI1484.an estimated accuracy of +/- 6 seconds.
 AI1484
 AI1484.The orthometric height was determined by differential leveling
 AI1484.and adjusted by the National Geodetic Survey in August 2000..
 AI1484.No vertical observational check was made to the station.
 AI1484
 AI1484.The geoid height was determined by GEOID03.
 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     -   287,480.      906,450.      MT  (+/- 180 meters Scaled)
 AI1484
 AI1484                          SUPERSEDED SURVEY CONTROL
 AI1484
 AI1484.No superseded survey control is available for this station.
 AI1484
 AI1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM108694(NAD 83)
 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 = OCTOBER  6, 2006
 RN0096 ***********************************************************************
 RN0096  DESIGNATION -  0916 A
 RN0096  PID         -  RN0096
 RN0096  STATE/COUNTY-  MN/CARLTON
 RN0096  USGS QUAD   -  CLOQUET (1954)
 RN0096
 RN0096                         *CURRENT SURVEY CONTROL
 RN0096  ___________________________________________________________________
 RN0096* NAD 83(1986)-  46 39 52.     (N)    092 24 16.     (W)     SCALED    
 RN0096* NAVD 88     -       316.399  (meters)    1038.05   (feet)  ADJUSTED  
 RN0096  ___________________________________________________________________
 RN0096  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 RN0096  DYNAMIC HT  -         316.424 (meters)    1038.13  (feet)  COMP
 RN0096  MODELED GRAV-     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
 RN0096.and adjusted by the National Geodetic Survey in June 1991..
 RN0096
 RN0096.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN0101 ***********************************************************************
 RN0101  DESIGNATION -  0916 B
 RN0101  PID         -  RN0101
 RN0101  STATE/COUNTY-  MN/CARLTON
 RN0101  USGS QUAD   -  CLOQUET (1954)
 RN0101
 RN0101                         *CURRENT SURVEY CONTROL
 RN0101  ___________________________________________________________________
 RN0101* NAD 83(1986)-  46 39 51.     (N)    092 27 03.     (W)     SCALED    
 RN0101* NAVD 88     -       336.759  (meters)    1104.85   (feet)  ADJUSTED  
 RN0101  ___________________________________________________________________
 RN0101  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 RN0101  DYNAMIC HT  -         336.783 (meters)    1104.93  (feet)  COMP
 RN0101  MODELED GRAV-     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
 RN0101.and adjusted by the National Geodetic Survey in June 1991..
 RN0101
 RN0101.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN0516 ***********************************************************************
 RN0516  DESIGNATION -  0980 A
 RN0516  PID         -  RN0516
 RN0516  STATE/COUNTY-  MN/CARLTON
 RN0516  USGS QUAD   -  MOOSE LAKE (1981)
 RN0516
 RN0516                         *CURRENT SURVEY CONTROL
 RN0516  ___________________________________________________________________
 RN0516* NAD 83(1986)-  46 25 33.     (N)    092 45 03.     (W)     SCALED    
 RN0516* NAVD 88     -       340.470  (meters)    1117.03   (feet)  ADJUSTED  
 RN0516  ___________________________________________________________________
 RN0516  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 RN0516  DYNAMIC HT  -         340.482 (meters)    1117.06  (feet)  COMP
 RN0516  MODELED GRAV-     980,640.9   (mgal)                       NAVD 88
 RN0516
 RN0516  VERT ORDER  -  SECOND    CLASS 0
 RN0516
 RN0516.The horizontal coordinates were scaled from a topographic map and have
 RN0516.an estimated accuracy of +/- 6 seconds.
 RN0516
 RN0516.The orthometric height was determined by differential leveling
 RN0516.and adjusted by the National Geodetic Survey in June 1991..
 RN0516
 RN0516.The geoid height was determined by GEOID03.
 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     -   259,570.      915,220.      MT  (+/- 180 meters Scaled)
 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: 15TWM191413(NAD 83)
 RN0516_MARKER: DD = SURVEY DISK
 RN0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 RN1807 ***********************************************************************
 RN1807  DESIGNATION -  0980 AB RESET
 RN1807  PID         -  RN1807
 RN1807  STATE/COUNTY-  MN/CARLTON
 RN1807  USGS QUAD   -  CLOQUET (1954)
 RN1807
 RN1807                         *CURRENT SURVEY CONTROL
 RN1807  ___________________________________________________________________
 RN1807* NAD 83(1986)-  46 41 36.     (N)    092 26 55.     (W)     SCALED    
 RN1807* NAVD 88     -       365.56   (meters)    1199.3    (feet)  RESET     
 RN1807  ___________________________________________________________________
 RN1807  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 RN1807
 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.No vertical observational check was made to the station.
 RN1807
 RN1807.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN0342 ***********************************************************************
 RN0342  DESIGNATION -  0980 AC
 RN0342  PID         -  RN0342
 RN0342  STATE/COUNTY-  MN/CARLTON
 RN0342  USGS QUAD   -  CLOQUET (1954)
 RN0342
 RN0342                         *CURRENT SURVEY CONTROL
 RN0342  ___________________________________________________________________
 RN0342* NAD 83(1986)-  46 41 58.     (N)    092 25 36.     (W)     SCALED    
 RN0342* NAVD 88     -       349.769  (meters)    1147.53   (feet)  ADJUSTED  
 RN0342  ___________________________________________________________________
 RN0342  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 RN0342  DYNAMIC HT  -         349.794 (meters)    1147.62  (feet)  COMP
 RN0342  MODELED GRAV-     980,675.8   (mgal)                       NAVD 88
 RN0342
 RN0342  VERT ORDER  -  SECOND    CLASS I
 RN0342
 RN0342.The horizontal coordinates were scaled from a topographic map and have
 RN0342.an estimated accuracy of +/- 6 seconds.
 RN0342
 RN0342.The orthometric height was determined by differential leveling
 RN0342.and adjusted by the National Geodetic Survey in June 1991..
 RN0342
 RN0342.The geoid height was determined by GEOID03.
 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     -   290,490.      939,430.      MT  (+/- 180 meters Scaled)
 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: 15TWM438719(NAD 83)
 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 = OCTOBER  6, 2006
 RN0341 ***********************************************************************
 RN0341  DESIGNATION -  0980 AD
 RN0341  PID         -  RN0341
 RN0341  STATE/COUNTY-  MN/CARLTON
 RN0341  USGS QUAD   -  CLOQUET (1954)
 RN0341
 RN0341                         *CURRENT SURVEY CONTROL
 RN0341  ___________________________________________________________________
 RN0341* NAD 83(1986)-  46 41 58.     (N)    092 25 36.     (W)     SCALED    
 RN0341* NAVD 88     -       349.589  (meters)    1146.94   (feet)  ADJUSTED  
 RN0341  ___________________________________________________________________
 RN0341  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 RN0341  DYNAMIC HT  -         349.615 (meters)    1147.03  (feet)  COMP
 RN0341  MODELED GRAV-     980,675.8   (mgal)                       NAVD 88
 RN0341
 RN0341  VERT ORDER  -  SECOND    CLASS I
 RN0341
 RN0341.The horizontal coordinates were scaled from a topographic map and have
 RN0341.an estimated accuracy of +/- 6 seconds.
 RN0341
 RN0341.The orthometric height was determined by differential leveling
 RN0341.and adjusted by the National Geodetic Survey in March 2005..
 RN0341
 RN0341.The geoid height was determined by GEOID03.
 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     -   290,490.      939,430.      MT  (+/- 180 meters Scaled)
 RN0341
 RN0341                          SUPERSEDED SURVEY CONTROL
 RN0341
 RN0341  NAVD 88 (06/15/91)  349.593  (m)         1146.96   (f) UNKNOWN     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: 15TWM438719(NAD 83)
 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 = OCTOBER  6, 2006
 AI8055 ***********************************************************************
 AI8055  DESIGNATION -  0980 AE
 AI8055  PID         -  AI8055
 AI8055  STATE/COUNTY-  MN/CARLTON
 AI8055  USGS QUAD   -  CLOQUET (1954)
 AI8055
 AI8055                         *CURRENT SURVEY CONTROL
 AI8055  ___________________________________________________________________
 AI8055* NAD 83(1986)-  46 41 58.     (N)    092 25 09.     (W)     SCALED    
 AI8055* NAVD 88     -       342.619  (meters)    1124.08   (feet)  ADJUSTED  
 AI8055  ___________________________________________________________________
 AI8055  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AI8055  DYNAMIC HT  -         342.644 (meters)    1124.16  (feet)  COMP
 AI8055  MODELED GRAV-     980,676.4   (mgal)                       NAVD 88
 AI8055
 AI8055  VERT ORDER  -  SECOND    CLASS I
 AI8055
 AI8055.The horizontal coordinates were scaled from a topographic map and have
 AI8055.an estimated accuracy of +/- 6 seconds.
 AI8055
 AI8055.The orthometric height was determined by differential leveling
 AI8055.and adjusted by the National Geodetic Survey in March 2005..
 AI8055
 AI8055.The geoid height was determined by GEOID03.
 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     -   290,510.      940,000.      MT  (+/- 180 meters Scaled)
 AI8055
 AI8055                          SUPERSEDED SURVEY CONTROL
 AI8055
 AI8055.No superseded survey control is available for this station.
 AI8055
 AI8055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM444719(NAD 83)
 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 = OCTOBER  6, 2006
 AI8056 ***********************************************************************
 AI8056  DESIGNATION -  0980 AF
 AI8056  PID         -  AI8056
 AI8056  STATE/COUNTY-  MN/CARLTON
 AI8056  USGS QUAD   -  CLOQUET (1954)
 AI8056
 AI8056                         *CURRENT SURVEY CONTROL
 AI8056  ___________________________________________________________________
 AI8056* NAD 83(1986)-  46 41 57.     (N)    092 24 06.     (W)     SCALED    
 AI8056* NAVD 88     -       349.337  (meters)    1146.12   (feet)  ADJUSTED  
 AI8056  ___________________________________________________________________
 AI8056  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AI8056  DYNAMIC HT  -         349.363 (meters)    1146.20  (feet)  COMP
 AI8056  MODELED GRAV-     980,678.2   (mgal)                       NAVD 88
 AI8056
 AI8056  VERT ORDER  -  SECOND    CLASS I
 AI8056
 AI8056.The horizontal coordinates were scaled from a topographic map and have
 AI8056.an estimated accuracy of +/- 6 seconds.
 AI8056
 AI8056.The orthometric height was determined by differential leveling
 AI8056.and adjusted by the National Geodetic Survey in March 2005..
 AI8056
 AI8056.The geoid height was determined by GEOID03.
 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     -   290,510.      941,340.      MT  (+/- 180 meters Scaled)
 AI8056
 AI8056                          SUPERSEDED SURVEY CONTROL
 AI8056
 AI8056.No superseded survey control is available for this station.
 AI8056
 AI8056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM457719(NAD 83)
 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 = OCTOBER  6, 2006
 AI8057 ***********************************************************************
 AI8057  DESIGNATION -  0980 AG
 AI8057  PID         -  AI8057
 AI8057  STATE/COUNTY-  MN/CARLTON
 AI8057  USGS QUAD   -  CLOQUET (1954)
 AI8057
 AI8057                         *CURRENT SURVEY CONTROL
 AI8057  ___________________________________________________________________
 AI8057* NAD 83(1986)-  46 41 56.     (N)    092 23 12.     (W)     SCALED    
 AI8057* NAVD 88     -       357.614  (meters)    1173.27   (feet)  ADJUSTED  
 AI8057  ___________________________________________________________________
 AI8057  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AI8057  DYNAMIC HT  -         357.641 (meters)    1173.36  (feet)  COMP
 AI8057  MODELED GRAV-     980,680.0   (mgal)                       NAVD 88
 AI8057
 AI8057  VERT ORDER  -  SECOND    CLASS I
 AI8057
 AI8057.The horizontal coordinates were scaled from a topographic map and have
 AI8057.an estimated accuracy of +/- 6 seconds.
 AI8057
 AI8057.The orthometric height was determined by differential leveling
 AI8057.and adjusted by the National Geodetic Survey in March 2005..
 AI8057
 AI8057.The geoid height was determined by GEOID03.
 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     -   290,500.      942,490.      MT  (+/- 180 meters Scaled)
 AI8057
 AI8057                          SUPERSEDED SURVEY CONTROL
 AI8057
 AI8057.No superseded survey control is available for this station.
 AI8057
 AI8057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM468718(NAD 83)
 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 = OCTOBER  6, 2006
 AI8058 ***********************************************************************
 AI8058  DESIGNATION -  0980 AH
 AI8058  PID         -  AI8058
 AI8058  STATE/COUNTY-  MN/CARLTON
 AI8058  USGS QUAD   -  CLOQUET (1954)
 AI8058
 AI8058                         *CURRENT SURVEY CONTROL
 AI8058  ___________________________________________________________________
 AI8058* NAD 83(1986)-  46 41 51.     (N)    092 22 35.     (W)     SCALED    
 AI8058* NAVD 88     -       351.480  (meters)    1153.15   (feet)  ADJUSTED  
 AI8058  ___________________________________________________________________
 AI8058  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AI8058  DYNAMIC HT  -         351.507 (meters)    1153.24  (feet)  COMP
 AI8058  MODELED GRAV-     980,681.7   (mgal)                       NAVD 88
 AI8058
 AI8058  VERT ORDER  -  SECOND    CLASS I
 AI8058
 AI8058.The horizontal coordinates were scaled from a topographic map and have
 AI8058.an estimated accuracy of +/- 6 seconds.
 AI8058
 AI8058.The orthometric height was determined by differential leveling
 AI8058.and adjusted by the National Geodetic Survey in March 2005..
 AI8058
 AI8058.The geoid height was determined by GEOID03.
 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     -   290,370.      943,280.      MT  (+/- 180 meters Scaled)
 AI8058
 AI8058                          SUPERSEDED SURVEY CONTROL
 AI8058
 AI8058.No superseded survey control is available for this station.
 AI8058
 AI8058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM476717(NAD 83)
 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 = OCTOBER  6, 2006
 AI8059 ***********************************************************************
 AI8059  DESIGNATION -  0980 AJ
 AI8059  PID         -  AI8059
 AI8059  STATE/COUNTY-  MN/CARLTON
 AI8059  USGS QUAD   -  ESKO (1993)
 AI8059
 AI8059                         *CURRENT SURVEY CONTROL
 AI8059  ___________________________________________________________________
 AI8059* NAD 83(1986)-  46 41 45.     (N)    092 21 54.     (W)     SCALED    
 AI8059* NAVD 88     -       368.913  (meters)    1210.34   (feet)  ADJUSTED  
 AI8059  ___________________________________________________________________
 AI8059  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AI8059  DYNAMIC HT  -         368.943 (meters)    1210.44  (feet)  COMP
 AI8059  MODELED GRAV-     980,683.7   (mgal)                       NAVD 88
 AI8059
 AI8059  VERT ORDER  -  SECOND    CLASS I
 AI8059
 AI8059.The horizontal coordinates were scaled from a topographic map and have
 AI8059.an estimated accuracy of +/- 6 seconds.
 AI8059
 AI8059.The orthometric height was determined by differential leveling
 AI8059.and adjusted by the National Geodetic Survey in March 2005..
 AI8059
 AI8059.The geoid height was determined by GEOID03.
 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     -   290,200.      944,160.      MT  (+/- 180 meters Scaled)
 AI8059
 AI8059                          SUPERSEDED SURVEY CONTROL
 AI8059
 AI8059.No superseded survey control is available for this station.
 AI8059
 AI8059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM485715(NAD 83)
 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 = OCTOBER  6, 2006
 AI8060 ***********************************************************************
 AI8060  DESIGNATION -  0980 AK
 AI8060  PID         -  AI8060
 AI8060  STATE/COUNTY-  MN/CARLTON
 AI8060  USGS QUAD   -  ESKO (1993)
 AI8060
 AI8060                         *CURRENT SURVEY CONTROL
 AI8060  ___________________________________________________________________
 AI8060* NAD 83(1986)-  46 41 46.     (N)    092 20 38.     (W)     SCALED    
 AI8060* NAVD 88     -       370.434  (meters)    1215.33   (feet)  ADJUSTED  
 AI8060  ___________________________________________________________________
 AI8060  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AI8060  DYNAMIC HT  -         370.465 (meters)    1215.43  (feet)  COMP
 AI8060  MODELED GRAV-     980,686.7   (mgal)                       NAVD 88
 AI8060
 AI8060  VERT ORDER  -  SECOND    CLASS I
 AI8060
 AI8060.The horizontal coordinates were scaled from a topographic map and have
 AI8060.an estimated accuracy of +/- 6 seconds.
 AI8060
 AI8060.The orthometric height was determined by differential leveling
 AI8060.and adjusted by the National Geodetic Survey in March 2005..
 AI8060
 AI8060.The geoid height was determined by GEOID03.
 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     -   290,270.      945,770.      MT  (+/- 180 meters Scaled)
 AI8060
 AI8060                          SUPERSEDED SURVEY CONTROL
 AI8060
 AI8060.No superseded survey control is available for this station.
 AI8060
 AI8060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM501716(NAD 83)
 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 = OCTOBER  6, 2006
 AI8061 ***********************************************************************
 AI8061  DESIGNATION -  0980 AL
 AI8061  PID         -  AI8061
 AI8061  STATE/COUNTY-  MN/CARLTON
 AI8061  USGS QUAD   -  ESKO (1993)
 AI8061
 AI8061                         *CURRENT SURVEY CONTROL
 AI8061  ___________________________________________________________________
 AI8061* NAD 83(1986)-  46 41 58.     (N)    092 19 18.     (W)     SCALED    
 AI8061* NAVD 88     -       350.742  (meters)    1150.73   (feet)  ADJUSTED  
 AI8061  ___________________________________________________________________
 AI8061  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AI8061  DYNAMIC HT  -         350.771 (meters)    1150.82  (feet)  COMP
 AI8061  MODELED GRAV-     980,687.8   (mgal)                       NAVD 88
 AI8061
 AI8061  VERT ORDER  -  SECOND    CLASS I
 AI8061
 AI8061.The horizontal coordinates were scaled from a topographic map and have
 AI8061.an estimated accuracy of +/- 6 seconds.
 AI8061
 AI8061.The orthometric height was determined by differential leveling
 AI8061.and adjusted by the National Geodetic Survey in March 2005..
 AI8061
 AI8061.The geoid height was determined by GEOID03.
 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     -   290,680.      947,460.      MT  (+/- 180 meters Scaled)
 AI8061
 AI8061                          SUPERSEDED SURVEY CONTROL
 AI8061
 AI8061.No superseded survey control is available for this station.
 AI8061
 AI8061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM518719(NAD 83)
 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 = OCTOBER  6, 2006
 RN1819 ***********************************************************************
 RN1819  DESIGNATION -  0980 B RESET
 RN1819  PID         -  RN1819
 RN1819  STATE/COUNTY-  MN/CARLTON
 RN1819  USGS QUAD   -  HANGING HORN LAKE (1981)
 RN1819
 RN1819                         *CURRENT SURVEY CONTROL
 RN1819  ___________________________________________________________________
 RN1819* NAD 83(1986)-  46 26 09.     (N)    092 44 45.     (W)     SCALED    
 RN1819* NAVD 88     -       348.55   (meters)    1143.5    (feet)  RESET     
 RN1819  ___________________________________________________________________
 RN1819  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 RN1819
 RN1819  VERT ORDER  -  THIRD
 RN1819
 RN1819.The horizontal coordinates were scaled from a topographic map and have
 RN1819.an estimated accuracy of +/- 6 seconds.
 RN1819
 RN1819.The orthometric height was computed from unverified reset data.
 RN1819.No vertical observational check was made to the station.
 RN1819
 RN1819.The geoid height was determined by GEOID03.
 RN1819
 RN1819;                    North         East    Units  Estimated Accuracy
 RN1819;SPC MN C     -   260,690.      915,580.      MT  (+/- 180 meters Scaled)
 RN1819
 RN1819                          SUPERSEDED SURVEY CONTROL
 RN1819
 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: 15TWM195425(NAD 83)
 RN1819_MARKER: DD = SURVEY DISK
 RN1819_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN1819_SP_SET: BRIDGE
 RN1819_STAMPING: 0980-B RESET 1990
 RN1819_MARK LOGO: MNDT  
 RN1819_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1819
 RN1819  HISTORY     - Date     Condition        Report By
 RN1819  HISTORY     - 1990     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1818 ***********************************************************************
 RN1818  DESIGNATION -  0980 D RESET
 RN1818  PID         -  RN1818
 RN1818  STATE/COUNTY-  MN/CARLTON
 RN1818  USGS QUAD   -  HANGING HORN LAKE (1981)
 RN1818
 RN1818                         *CURRENT SURVEY CONTROL
 RN1818  ___________________________________________________________________
 RN1818* NAD 83(1986)-  46 27 11.     (N)    092 43 52.     (W)     SCALED    
 RN1818* NAVD 88     -       335.50   (meters)    1100.7    (feet)  RESET     
 RN1818  ___________________________________________________________________
 RN1818  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 RN1818
 RN1818  VERT ORDER  -  THIRD
 RN1818
 RN1818.The horizontal coordinates were scaled from a topographic map and have
 RN1818.an estimated accuracy of +/- 6 seconds.
 RN1818
 RN1818.The orthometric height was computed from unverified reset data.
 RN1818.No vertical observational check was made to the station.
 RN1818
 RN1818.The geoid height was determined by GEOID03.
 RN1818
 RN1818;                    North         East    Units  Estimated Accuracy
 RN1818;SPC MN C     -   262,620.      916,680.      MT  (+/- 180 meters Scaled)
 RN1818
 RN1818                          SUPERSEDED SURVEY CONTROL
 RN1818
 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: 15TWM206444(NAD 83)
 RN1818_MARKER: DV = VERTICAL CONTROL DISK
 RN1818_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 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
 RN1818  HISTORY     - Date     Condition        Report By
 RN1818  HISTORY     - 1990     MONUMENTED       MNDT
 RN1818  HISTORY     - 19970701 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0431 ***********************************************************************
 RN0431  DESIGNATION -  0980 E
 RN0431  PID         -  RN0431
 RN0431  STATE/COUNTY-  MN/CARLTON
 RN0431  USGS QUAD   -  HANGING HORN LAKE (1981)
 RN0431
 RN0431                         *CURRENT SURVEY CONTROL
 RN0431  ___________________________________________________________________
 RN0431* NAD 83(1986)-  46 27 12.     (N)    092 43 56.     (W)     SCALED    
 RN0431* NAVD 88     -       329.403  (meters)    1080.72   (feet)  ADJUSTED  
 RN0431  ___________________________________________________________________
 RN0431  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 RN0431  DYNAMIC HT  -         329.416 (meters)    1080.76  (feet)  COMP
 RN0431  MODELED GRAV-     980,645.0   (mgal)                       NAVD 88
 RN0431
 RN0431  VERT ORDER  -  SECOND    CLASS 0
 RN0431
 RN0431.The horizontal coordinates were scaled from a topographic map and have
 RN0431.an estimated accuracy of +/- 6 seconds.
 RN0431
 RN0431.The orthometric height was determined by differential leveling
 RN0431.and adjusted by the National Geodetic Survey in June 1991..
 RN0431
 RN0431.The geoid height was determined by GEOID03.
 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     -   262,650.      916,590.      MT  (+/- 180 meters Scaled)
 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: 15TWM205444(NAD 83)
 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: MNDT  
 RN0431_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0431+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0425 ***********************************************************************
 RN0425  DESIGNATION -  0980 F
 RN0425  PID         -  RN0425
 RN0425  STATE/COUNTY-  MN/CARLTON
 RN0425  USGS QUAD   -  HANGING HORN LAKE (1981)
 RN0425
 RN0425                         *CURRENT SURVEY CONTROL
 RN0425  ___________________________________________________________________
 RN0425* NAD 83(1986)-  46 27 59.     (N)    092 43 20.     (W)     SCALED    
 RN0425* NAVD 88     -       357.966  (meters)    1174.43   (feet)  ADJUSTED  
 RN0425  ___________________________________________________________________
 RN0425  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 RN0425  DYNAMIC HT  -         357.982 (meters)    1174.48  (feet)  COMP
 RN0425  MODELED GRAV-     980,647.2   (mgal)                       NAVD 88
 RN0425
 RN0425  VERT ORDER  -  SECOND    CLASS 0
 RN0425
 RN0425.The horizontal coordinates were scaled from a topographic map and have
 RN0425.an estimated accuracy of +/- 6 seconds.
 RN0425
 RN0425.The orthometric height was determined by differential leveling
 RN0425.and adjusted by the National Geodetic Survey in June 1991..
 RN0425
 RN0425.The geoid height was determined by GEOID03.
 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     -   264,120.      917,330.      MT  (+/- 180 meters Scaled)
 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: 15TWM213459(NAD 83)
 RN0425_MARKER: DD = SURVEY DISK
 RN0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 RN0424 ***********************************************************************
 RN0424  DESIGNATION -  0980 G
 RN0424  PID         -  RN0424
 RN0424  STATE/COUNTY-  MN/CARLTON
 RN0424  USGS QUAD   -  HANGING HORN LAKE (1981)
 RN0424
 RN0424                         *CURRENT SURVEY CONTROL
 RN0424  ___________________________________________________________________
 RN0424* NAD 83(1996)-  46 28 37.66027(N)    092 42 47.42697(W)     ADJUSTED  
 RN0424* NAVD 88     -       330.723  (meters)    1085.05   (feet)  ADJUSTED  
 RN0424  ___________________________________________________________________
 RN0424  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 RN0424  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 RN0424  DYNAMIC HT  -         330.737 (meters)    1085.09  (feet)  COMP
 RN0424  MODELED GRAV-     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
 RN0424.and adjusted by the National Geodetic Survey in June 1991..
 RN0424
 RN0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0424
 RN0424.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RN0424;SPC MN C     -   265,322.538   918,003.950   MT  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     -   0.99995253  x   0.99992510  =   0.99987764
 RN0424!UTM  15      -   0.99995253  x   0.99960596  =   0.99955851
 RN0424
 RN0424                          SUPERSEDED SURVEY CONTROL
 RN0424
 RN0424  NAD 83(1996)-  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: 15TWM2201847102(NAD 83)
 RN0424_MARKER: DD = SURVEY DISK
 RN0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 RN0421 ***********************************************************************
 RN0421  DESIGNATION -  0980 H
 RN0421  PID         -  RN0421
 RN0421  STATE/COUNTY-  MN/CARLTON
 RN0421  USGS QUAD   -  HANGING HORN LAKE (1981)
 RN0421
 RN0421                         *CURRENT SURVEY CONTROL
 RN0421  ___________________________________________________________________
 RN0421* NAD 83(1986)-  46 29 25.     (N)    092 41 53.     (W)     SCALED    
 RN0421* NAVD 88     -       339.313  (meters)    1113.23   (feet)  ADJUSTED  
 RN0421  ___________________________________________________________________
 RN0421  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 RN0421  DYNAMIC HT  -         339.329 (meters)    1113.28  (feet)  COMP
 RN0421  MODELED GRAV-     980,651.6   (mgal)                       NAVD 88
 RN0421
 RN0421  VERT ORDER  -  SECOND    CLASS 0
 RN0421
 RN0421.The horizontal coordinates were scaled from a topographic map and have
 RN0421.an estimated accuracy of +/- 6 seconds.
 RN0421
 RN0421.The orthometric height was determined by differential leveling
 RN0421.and adjusted by the National Geodetic Survey in June 1991..
 RN0421
 RN0421.The geoid height was determined by GEOID03.
 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     -   266,810.      919,140.      MT  (+/- 180 meters Scaled)
 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: 15TWM231485(NAD 83)
 RN0421_MARKER: DD = SURVEY DISK
 RN0421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0421_SP_SET: ABUTMENT
 RN0421_STAMPING: 0980-H 1970
 RN0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0421
 RN0421  HISTORY     - Date     Condition        Report By
 RN0421  HISTORY     - 1970     MONUMENTED       MNDT
 RN0421  HISTORY     - 1971     GOOD             MNDT
 RN0421  HISTORY     - 19920824 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0418 ***********************************************************************
 RN0418  DESIGNATION -  0980 K
 RN0418  PID         -  RN0418
 RN0418  STATE/COUNTY-  MN/CARLTON
 RN0418  USGS QUAD   -  HANGING HORN LAKE (1981)
 RN0418
 RN0418                         *CURRENT SURVEY CONTROL
 RN0418  ___________________________________________________________________
 RN0418* NAD 83(1986)-  46 29 47.     (N)    092 41 16.     (W)     SCALED    
 RN0418* NAVD 88     -       339.362  (meters)    1113.39   (feet)  ADJUSTED  
 RN0418  ___________________________________________________________________
 RN0418  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 RN0418  DYNAMIC HT  -         339.378 (meters)    1113.44  (feet)  COMP
 RN0418  MODELED GRAV-     980,652.9   (mgal)                       NAVD 88
 RN0418
 RN0418  VERT ORDER  -  SECOND    CLASS 0
 RN0418
 RN0418.The horizontal coordinates were scaled from a topographic map and have
 RN0418.an estimated accuracy of +/- 6 seconds.
 RN0418
 RN0418.The orthometric height was determined by differential leveling
 RN0418.and adjusted by the National Geodetic Survey in June 1991..
 RN0418
 RN0418.The geoid height was determined by GEOID03.
 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     -   267,500.      919,910.      MT  (+/- 180 meters Scaled)
 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: 15TWM239492(NAD 83)
 RN0418_MARKER: DD = SURVEY DISK
 RN0418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0418_SP_SET: ABUTMENT
 RN0418_STAMPING: 0980-K 1970
 RN0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0418
 RN0418  HISTORY     - Date     Condition        Report By
 RN0418  HISTORY     - 1970     MONUMENTED       MNDT
 RN0418  HISTORY     - 1971     GOOD             MNDT
 RN0418  HISTORY     - 19920824 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0812 ***********************************************************************
 RN0812  DESIGNATION -  0980 L
 RN0812  PID         -  RN0812
 RN0812  STATE/COUNTY-  MN/CARLTON
 RN0812  USGS QUAD   -  BARNUM (1981)
 RN0812
 RN0812                         *CURRENT SURVEY CONTROL
 RN0812  ___________________________________________________________________
 RN0812* NAD 83(1986)-  46 30 17.     (N)    092 40 30.     (W)     SCALED    
 RN0812* NAVD 88     -       358.705  (meters)    1176.85   (feet)  ADJUSTED  
 RN0812  ___________________________________________________________________
 RN0812  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 RN0812  DYNAMIC HT  -         358.724 (meters)    1176.91  (feet)  COMP
 RN0812  MODELED GRAV-     980,658.2   (mgal)                       NAVD 88
 RN0812
 RN0812  VERT ORDER  -  SECOND    CLASS 0
 RN0812
 RN0812.The horizontal coordinates were scaled from a topographic map and have
 RN0812.an estimated accuracy of +/- 6 seconds.
 RN0812
 RN0812.The orthometric height was determined by differential leveling
 RN0812.and adjusted by the National Geodetic Survey in June 1991..
 RN0812
 RN0812.The geoid height was determined by GEOID03.
 RN0812
 RN0812.The dynamic height is computed by dividing the NAVD 88
 RN0812.geopotential number by the normal gravity value computed on the
 RN0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0812.degrees latitude (g = 980.6199 gals.).
 RN0812
 RN0812.The modeled gravity was interpolated from observed gravity values.
 RN0812
 RN0812;                    North         East    Units  Estimated Accuracy
 RN0812;SPC MN C     -   268,450.      920,870.      MT  (+/- 180 meters Scaled)
 RN0812
 RN0812                          SUPERSEDED SURVEY CONTROL
 RN0812
 RN0812  NGVD 29 (??/??/92)  358.592  (m)         1176.48   (f) ADJ UNCH    2 0
 RN0812
 RN0812.Superseded values are not recommended for survey control.
 RN0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0812.See file dsdata.txt to determine how the superseded data were derived.
 RN0812
 RN0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM249501(NAD 83)
 RN0812_MARKER: DD = SURVEY DISK
 RN0812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0812_SP_SET: BRIDGE
 RN0812_STAMPING: 0980-L SKELTON RM 2 1969
 RN0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0812
 RN0812  HISTORY     - Date     Condition        Report By
 RN0812  HISTORY     - 1969     MONUMENTED       MNDT
 RN0812  HISTORY     - 1971     GOOD             MNDT
 RN0812  HISTORY     - 19920824 GOOD             USPSQD
 RN0812
 RN0812                          STATION DESCRIPTION
 RN0812
 RN0812'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0812'IN BARNUM.
 RN0812'MARK IS LOCATED AT THE JUNCTION OF FAI 35 AND COUNTY ROAD 6 AT BARNUM,
 RN0812'IN THE SOUTHEAST CORNER OF BRIDGE NO. 09820, COUNTY ROAD 6 OVER FAI 35
 RN0812'AT MILE POINT 220.6.  NW 1/4 SECTION 6, T 46 N, R 18W.
 RN0812
 RN0812                          STATION RECOVERY (1992)
 RN0812
 RN0812'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0808 ***********************************************************************
 RN0808  DESIGNATION -  0980 M
 RN0808  PID         -  RN0808
 RN0808  STATE/COUNTY-  MN/CARLTON
 RN0808  USGS QUAD   -  BARNUM (1981)
 RN0808
 RN0808                         *CURRENT SURVEY CONTROL
 RN0808  ___________________________________________________________________
 RN0808* NAD 83(1986)-  46 30 52.     (N)    092 39 48.     (W)     SCALED    
 RN0808* NAVD 88     -       355.273  (meters)    1165.59   (feet)  ADJUSTED  
 RN0808  ___________________________________________________________________
 RN0808  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 RN0808  DYNAMIC HT  -         355.293 (meters)    1165.66  (feet)  COMP
 RN0808  MODELED GRAV-     980,659.8   (mgal)                       NAVD 88
 RN0808
 RN0808  VERT ORDER  -  SECOND    CLASS 0
 RN0808
 RN0808.The horizontal coordinates were scaled from a topographic map and have
 RN0808.an estimated accuracy of +/- 6 seconds.
 RN0808
 RN0808.The orthometric height was determined by differential leveling
 RN0808.and adjusted by the National Geodetic Survey in June 1991..
 RN0808
 RN0808.The geoid height was determined by GEOID03.
 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     -   269,550.      921,750.      MT  (+/- 180 meters Scaled)
 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: 15TWM258512(NAD 83)
 RN0808_MARKER: DD = SURVEY DISK
 RN0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 RN0804 ***********************************************************************
 RN0804  DESIGNATION -  0980 N
 RN0804  PID         -  RN0804
 RN0804  STATE/COUNTY-  MN/CARLTON
 RN0804  USGS QUAD   -  BARNUM (1981)
 RN0804
 RN0804                         *CURRENT SURVEY CONTROL
 RN0804  ___________________________________________________________________
 RN0804* NAD 83(1986)-  46 31 58.     (N)    092 37 42.     (W)     SCALED    
 RN0804* NAVD 88     -       347.087  (meters)    1138.73   (feet)  ADJUSTED  
 RN0804  ___________________________________________________________________
 RN0804  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 RN0804  DYNAMIC HT  -         347.107 (meters)    1138.80  (feet)  COMP
 RN0804  MODELED GRAV-     980,663.1   (mgal)                       NAVD 88
 RN0804
 RN0804  VERT ORDER  -  SECOND    CLASS 0
 RN0804
 RN0804.The horizontal coordinates were scaled from a topographic map and have
 RN0804.an estimated accuracy of +/- 6 seconds.
 RN0804
 RN0804.The orthometric height was determined by differential leveling
 RN0804.and adjusted by the National Geodetic Survey in June 1991..
 RN0804
 RN0804.The geoid height was determined by GEOID03.
 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     -   271,640.      924,390.      MT  (+/- 180 meters Scaled)
 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: 15TWM285533(NAD 83)
 RN0804_MARKER: DD = SURVEY DISK
 RN0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 RN0800 ***********************************************************************
 RN0800  DESIGNATION -  0980 P
 RN0800  PID         -  RN0800
 RN0800  STATE/COUNTY-  MN/CARLTON
 RN0800  USGS QUAD   -  ATKINSON (1969)
 RN0800
 RN0800                         *CURRENT SURVEY CONTROL
 RN0800  ___________________________________________________________________
 RN0800* NAD 83(1986)-  46 32 53.     (N)    092 36 46.     (W)     SCALED    
 RN0800* NAVD 88     -       339.414  (meters)    1113.56   (feet)  ADJUSTED  
 RN0800  ___________________________________________________________________
 RN0800  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 RN0800  DYNAMIC HT  -         339.435 (meters)    1113.63  (feet)  COMP
 RN0800  MODELED GRAV-     980,666.5   (mgal)                       NAVD 88
 RN0800
 RN0800  VERT ORDER  -  SECOND    CLASS 0
 RN0800
 RN0800.The horizontal coordinates were scaled from a topographic map and have
 RN0800.an estimated accuracy of +/- 6 seconds.
 RN0800
 RN0800.The orthometric height was determined by differential leveling
 RN0800.and adjusted by the National Geodetic Survey in June 1991..
 RN0800
 RN0800.The geoid height was determined by GEOID03.
 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     -   273,360.      925,550.      MT  (+/- 180 meters Scaled)
 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: 15TWM296550(NAD 83)
 RN0800_MARKER: DD = SURVEY DISK
 RN0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 RN0798 ***********************************************************************
 RN0798  DESIGNATION -  0980 Q
 RN0798  PID         -  RN0798
 RN0798  STATE/COUNTY-  MN/CARLTON
 RN0798  USGS QUAD   -  ATKINSON (1969)
 RN0798
 RN0798                         *CURRENT SURVEY CONTROL
 RN0798  ___________________________________________________________________
 RN0798* NAD 83(1986)-  46 33 23.     (N)    092 36 12.     (W)     SCALED    
 RN0798* NAVD 88     -       341.241  (meters)    1119.55   (feet)  ADJUSTED  
 RN0798  ___________________________________________________________________
 RN0798  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 RN0798  DYNAMIC HT  -         341.263 (meters)    1119.63  (feet)  COMP
 RN0798  MODELED GRAV-     980,668.3   (mgal)                       NAVD 88
 RN0798
 RN0798  VERT ORDER  -  SECOND    CLASS 0
 RN0798
 RN0798.The horizontal coordinates were scaled from a topographic map and have
 RN0798.an estimated accuracy of +/- 6 seconds.
 RN0798
 RN0798.The orthometric height was determined by differential leveling
 RN0798.and adjusted by the National Geodetic Survey in June 1991..
 RN0798
 RN0798.The geoid height was determined by GEOID03.
 RN0798
 RN0798.The dynamic height is computed by dividing the NAVD 88
 RN0798.geopotential number by the normal gravity value computed on the
 RN0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0798.degrees latitude (g = 980.6199 gals.).
 RN0798
 RN0798.The modeled gravity was interpolated from observed gravity values.
 RN0798
 RN0798;                    North         East    Units  Estimated Accuracy
 RN0798;SPC MN C     -   274,300.      926,250.      MT  (+/- 180 meters Scaled)
 RN0798
 RN0798                          SUPERSEDED SURVEY CONTROL
 RN0798
 RN0798  NGVD 29 (??/??/92)  341.141  (m)         1119.23   (f) ADJ UNCH    2 0
 RN0798
 RN0798.Superseded values are not recommended for survey control.
 RN0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0798.See file dsdata.txt to determine how the superseded data were derived.
 RN0798
 RN0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM304559(NAD 83)
 RN0798_MARKER: DD = SURVEY DISK
 RN0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0798_STAMPING: 0980-Q 1970
 RN0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0798+STABILITY: SURFACE MOTION
 RN0798
 RN0798  HISTORY     - Date     Condition        Report By
 RN0798  HISTORY     - 1970     MONUMENTED       MNDT
 RN0798  HISTORY     - 1971     GOOD             MNDT
 RN0798
 RN0798                          STATION DESCRIPTION
 RN0798
 RN0798'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0798'5.0 MI NE FROM BARNUM.
 RN0798'MARK IS LOCATED 5.0 MILES NORTHEAST ALONG FAI 35 FROM THE JUNCTION OF
 RN0798'FAI 35 AND COUNTY ROAD 6 AT BARNUM, 95 FEET SOUTHEAST OF, AND ABOUT
 RN0798'LEVEL WITH, THE CENTERLINE OF NORTHBOUND FAI 35 AT MILE POINT 225.6
 RN0798'(STATION 5926+28), 4 FEET NORTHWEST OF THE RIGHT OF WAY FENCE, 1 FOOT
 RN0798'NORTHWEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE
 RN0798'MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 15, T 47 N, R 18
 RN0798'W.  NOTE-- THIS MARK IS ALSO 2.1 MILES EAST ALONG COUNTY ROAD 4 FROM
 RN0798'THE JUNCTION OF COUNTY ROAD 4 AND THE RAILROAD IN MAHTOWA, THENCE, 1.8
 RN0798'MILES SOUTH ALONG FAI 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0792 ***********************************************************************
 RN0792  DESIGNATION -  0980 R
 RN0792  PID         -  RN0792
 RN0792  STATE/COUNTY-  MN/CARLTON
 RN0792  USGS QUAD   -  ATKINSON (1969)
 RN0792
 RN0792                         *CURRENT SURVEY CONTROL
 RN0792  ___________________________________________________________________
 RN0792* NAD 83(1996)-  46 34 37.96543(N)    092 35 06.28763(W)     ADJUSTED  
 RN0792* NAVD 88     -       359.940  (meters)    1180.90   (feet)  ADJUSTED  
 RN0792  ___________________________________________________________________
 RN0792  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 RN0792  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 RN0792  DYNAMIC HT  -         359.965 (meters)    1180.99  (feet)  COMP
 RN0792  MODELED GRAV-     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
 RN0792.and adjusted by the National Geodetic Survey in June 1991..
 RN0792
 RN0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0792
 RN0792.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RN0792;SPC MN C     -   276,643.655   927,604.343   MT  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     -   0.99994797  x   0.99993095  =   0.99987893
 RN0792!UTM  15      -   0.99994797  x   0.99961242  =   0.99956041
 RN0792
 RN0792                          SUPERSEDED SURVEY CONTROL
 RN0792
 RN0792  NAD 83(1996)-  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: 15TWM3179258267(NAD 83)
 RN0792_MARKER: DD = SURVEY DISK
 RN0792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 RN0788 ***********************************************************************
 RN0788  DESIGNATION -  0980 S
 RN0788  PID         -  RN0788
 RN0788  STATE/COUNTY-  MN/CARLTON
 RN0788  USGS QUAD   -  ATKINSON (1969)
 RN0788
 RN0788                         *CURRENT SURVEY CONTROL
 RN0788  ___________________________________________________________________
 RN0788* NAD 83(1986)-  46 35 28.     (N)    092 34 35.     (W)     SCALED    
 RN0788* NAVD 88     -       365.647  (meters)    1199.63   (feet)  ADJUSTED  
 RN0788  ___________________________________________________________________
 RN0788  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 RN0788  DYNAMIC HT  -         365.673 (meters)    1199.71  (feet)  COMP
 RN0788  MODELED GRAV-     980,674.2   (mgal)                       NAVD 88
 RN0788
 RN0788  VERT ORDER  -  SECOND    CLASS 0
 RN0788
 RN0788.The horizontal coordinates were scaled from a topographic map and have
 RN0788.an estimated accuracy of +/- 6 seconds.
 RN0788
 RN0788.The orthometric height was determined by differential leveling
 RN0788.and adjusted by the National Geodetic Survey in June 1991..
 RN0788
 RN0788.The geoid height was determined by GEOID03.
 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     -   278,200.      928,240.      MT  (+/- 180 meters Scaled)
 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: 15TWM324598(NAD 83)
 RN0788_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0788+STABILITY: SURFACE MOTION
 RN0788
 RN0788  HISTORY     - Date     Condition        Report By
 RN0788  HISTORY     - 1970     MONUMENTED       MNDT
 RN0788  HISTORY     - 1971     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0786 ***********************************************************************
 RN0786  DESIGNATION -  0980 T
 RN0786  PID         -  RN0786
 RN0786  STATE/COUNTY-  MN/CARLTON
 RN0786  USGS QUAD   -  ATKINSON (1969)
 RN0786
 RN0786                         *CURRENT SURVEY CONTROL
 RN0786  ___________________________________________________________________
 RN0786* NAD 83(1986)-  46 36 48.     (N)    092 33 00.     (W)     SCALED    
 RN0786* NAVD 88     -       342.474  (meters)    1123.60   (feet)  ADJUSTED  
 RN0786  ___________________________________________________________________
 RN0786  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 RN0786  DYNAMIC HT  -         342.498 (meters)    1123.68  (feet)  COMP
 RN0786  MODELED GRAV-     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
 RN0786.and adjusted by the National Geodetic Survey in June 1991..
 RN0786
 RN0786.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN0785 ***********************************************************************
 RN0785  DESIGNATION -  0980 U
 RN0785  PID         -  RN0785
 RN0785  STATE/COUNTY-  MN/CARLTON
 RN0785  USGS QUAD   -  ATKINSON (1969)
 RN0785
 RN0785                         *CURRENT SURVEY CONTROL
 RN0785  ___________________________________________________________________
 RN0785* NAD 83(1986)-  46 37 16.     (N)    092 32 23.     (W)     SCALED    
 RN0785* NAVD 88     -       345.178  (meters)    1132.47   (feet)  ADJUSTED  
 RN0785  ___________________________________________________________________
 RN0785  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 RN0785  DYNAMIC HT  -         345.203 (meters)    1132.55  (feet)  COMP
 RN0785  MODELED GRAV-     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
 RN0785.and adjusted by the National Geodetic Survey in June 1991..
 RN0785
 RN0785.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN0112 ***********************************************************************
 RN0112  DESIGNATION -  0980 W
 RN0112  PID         -  RN0112
 RN0112  STATE/COUNTY-  MN/CARLTON
 RN0112  USGS QUAD   -  IVERSON (1969)
 RN0112
 RN0112                         *CURRENT SURVEY CONTROL
 RN0112  ___________________________________________________________________
 RN0112* NAD 83(1986)-  46 38 28.     (N)    092 31 22.     (W)     SCALED    
 RN0112* NAVD 88     -       363.226  (meters)    1191.68   (feet)  ADJUSTED  
 RN0112  ___________________________________________________________________
 RN0112  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 RN0112  DYNAMIC HT  -         363.252 (meters)    1191.77  (feet)  COMP
 RN0112  MODELED GRAV-     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
 RN0112.and adjusted by the National Geodetic Survey in August 2003..
 RN0112.No vertical observational check was made to the station.
 RN0112
 RN0112.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 RN0105 ***********************************************************************
 RN0105  DESIGNATION -  0980 Y
 RN0105  PID         -  RN0105
 RN0105  STATE/COUNTY-  MN/CARLTON
 RN0105  USGS QUAD   -  CLOQUET (1954)
 RN0105
 RN0105                         *CURRENT SURVEY CONTROL
 RN0105  ___________________________________________________________________
 RN0105* NAD 83(1986)-  46 39 12.     (N)    092 29 37.     (W)     SCALED    
 RN0105* NAVD 88     -       348.261  (meters)    1142.59   (feet)  ADJUSTED  
 RN0105  ___________________________________________________________________
 RN0105  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 RN0105  DYNAMIC HT  -         348.286 (meters)    1142.67  (feet)  COMP
 RN0105  MODELED GRAV-     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
 RN0105.and adjusted by the National Geodetic Survey in June 1991..
 RN0105
 RN0105.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QQ0062 ***********************************************************************
 QQ0062  DESIGNATION -  1
 QQ0062  PID         -  QQ0062
 QQ0062  STATE/COUNTY-  MN/BIG STONE
 QQ0062  USGS QUAD   -  ORTONVILLE (1971)
 QQ0062
 QQ0062                         *CURRENT SURVEY CONTROL
 QQ0062  ___________________________________________________________________
 QQ0062* NAD 83(1986)-  45 18 10.     (N)    096 26 26.     (W)     SCALED    
 QQ0062* NAVD 88     -       298.326  (meters)     978.76   (feet)  ADJUSTED  
 QQ0062  ___________________________________________________________________
 QQ0062  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 QQ0062  DYNAMIC HT  -         298.307 (meters)     978.70  (feet)  COMP
 QQ0062  MODELED GRAV-     980,546.2   (mgal)                       NAVD 88
 QQ0062
 QQ0062  VERT ORDER  -  FIRST     CLASS II
 QQ0062
 QQ0062.The horizontal coordinates were scaled from a topographic map and have
 QQ0062.an estimated accuracy of +/- 6 seconds.
 QQ0062
 QQ0062.The orthometric height was determined by differential leveling
 QQ0062.and adjusted by the National Geodetic Survey in June 1991..
 QQ0062
 QQ0062.The geoid height was determined by GEOID03.
 QQ0062
 QQ0062.The dynamic height is computed by dividing the NAVD 88
 QQ0062.geopotential number by the normal gravity value computed on the
 QQ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0062.degrees latitude (g = 980.6199 gals.).
 QQ0062
 QQ0062.The modeled gravity was interpolated from observed gravity values.
 QQ0062
 QQ0062;                    North         East    Units  Estimated Accuracy
 QQ0062;SPC MN S     -   358,730.      608,610.      MT  (+/- 180 meters Scaled)
 QQ0062
 QQ0062                          SUPERSEDED SURVEY CONTROL
 QQ0062
 QQ0062  NGVD 29 (??/??/92)  298.103  (m)          978.03   (f) ADJ UNCH    1 2
 QQ0062
 QQ0062.Superseded values are not recommended for survey control.
 QQ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0062.See file dsdata.txt to determine how the superseded data were derived.
 QQ0062
 QQ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR006197(NAD 83)
 QQ0062_MARKER: S = SPIKE
 QQ0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QQ0062_SP_SET: OAK TREE
 QQ0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0062
 QQ0062  HISTORY     - Date     Condition        Report By
 QQ0062  HISTORY     - UNK      MONUMENTED       DOD
 QQ0062  HISTORY     - 1934     GOOD             NGS
 QQ0062
 QQ0062                          STATION DESCRIPTION
 QQ0062
 QQ0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QQ0062'AT ORTONVILLE.
 QQ0062'AT ORTONVILLE, BIG STONE COUNTY, 55 FEET SOUTHWEST OF THE
 QQ0062'SOUTHWEST CORNERSTONE OF BLOCK 1, AND IN A HORIZONTAL BLAZE
 QQ0062'IN THE ROOT OF AN OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0615 ***********************************************************************
 PP0615  DESIGNATION -  1
 PP0615  PID         -  PP0615
 PP0615  STATE/COUNTY-  MN/WASHINGTON
 PP0615  USGS QUAD   -  PRESCOTT (1993)
 PP0615
 PP0615                         *CURRENT SURVEY CONTROL
 PP0615  ___________________________________________________________________
 PP0615* NAD 83(1986)-  44 45 29.     (N)    092 51 37.     (W)     SCALED    
 PP0615* NAVD 88     -       211.167  (meters)     692.80   (feet)  ADJUSTED  
 PP0615  ___________________________________________________________________
 PP0615  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 PP0615  DYNAMIC HT  -         211.145 (meters)     692.73  (feet)  COMP
 PP0615  MODELED GRAV-     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
 PP0615.and adjusted by the National Geodetic Survey in June 1991..
 PP0615
 PP0615.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1707 ***********************************************************************
 QP1707  DESIGNATION -  1 3
 QP1707  PID         -  QP1707
 QP1707  STATE/COUNTY-  MN/KANDIYOHI
 QP1707  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1707
 QP1707                         *CURRENT SURVEY CONTROL
 QP1707  ___________________________________________________________________
 QP1707* NAD 83(1986)-  45 08 26.     (N)    095 01 16.     (W)     SCALED    
 QP1707* NAVD 88     -       348.980  (meters)    1144.95   (feet)  ADJUSTED  
 QP1707  ___________________________________________________________________
 QP1707  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 QP1707  DYNAMIC HT  -         348.954 (meters)    1144.86  (feet)  COMP
 QP1707  MODELED GRAV-     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
 QP1707.and adjusted by the National Geodetic Survey in June 1991..
 QP1707
 QP1707.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1623 ***********************************************************************
 QP1623  DESIGNATION -  1 4 119
 QP1623  PID         -  QP1623
 QP1623  STATE/COUNTY-  MN/KANDIYOHI
 QP1623  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1623
 QP1623                         *CURRENT SURVEY CONTROL
 QP1623  ___________________________________________________________________
 QP1623* NAD 83(1986)-  45 09 13.     (N)    095 01 11.     (W)     SCALED    
 QP1623* NAVD 88     -       354.476  (meters)    1162.98   (feet)  ADJUSTED  
 QP1623  ___________________________________________________________________
 QP1623  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP1623  DYNAMIC HT  -         354.449 (meters)    1162.89  (feet)  COMP
 QP1623  MODELED GRAV-     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
 QP1623.and adjusted by the National Geodetic Survey in June 1991..
 QP1623
 QP1623.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 QP1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1623_SP_SET: CONCRETE POST
 QP1623_STAMPING: 1-4 119 1981
 QP1623_MARK LOGO: MNDT  
 QP1623_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1623+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 QP1623
 QP1623  HISTORY     - Date     Condition        Report By
 QP1623  HISTORY     - 1981     MONUMENTED       MNDT
 QP1623  HISTORY     - 19900803 GOOD             NGS
 QP1623  HISTORY     - 20011008 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1696 ***********************************************************************
 QP1696  DESIGNATION -  1 5
 QP1696  PID         -  QP1696
 QP1696  STATE/COUNTY-  MN/KANDIYOHI
 QP1696  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1696
 QP1696                         *CURRENT SURVEY CONTROL
 QP1696  ___________________________________________________________________
 QP1696* NAD 83(1986)-  45 08 48.     (N)    095 00 06.     (W)     SCALED    
 QP1696* NAVD 88     -       359.065  (meters)    1178.03   (feet)  ADJUSTED  
 QP1696  ___________________________________________________________________
 QP1696  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP1696  DYNAMIC HT  -         359.038 (meters)    1177.94  (feet)  COMP
 QP1696  MODELED GRAV-     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
 QP1696.and adjusted by the National Geodetic Survey in June 1991..
 QP1696
 QP1696.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0667 ***********************************************************************
 SK0667  DESIGNATION -  1 CER
 SK0667  PID         -  SK0667
 SK0667  STATE/COUNTY-  MN/CLEARWATER
 SK0667  USGS QUAD   -  SHEVLIN (1969)
 SK0667
 SK0667                         *CURRENT SURVEY CONTROL
 SK0667  ___________________________________________________________________
 SK0667* NAD 83(1986)-  47 33 35.     (N)    095 16 08.     (W)     SCALED    
 SK0667* NAVD 88     -       453.172  (meters)    1486.78   (feet)  ADJUSTED  
 SK0667  ___________________________________________________________________
 SK0667  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 SK0667  DYNAMIC HT  -         453.221 (meters)    1486.94  (feet)  COMP
 SK0667  MODELED GRAV-     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
 SK0667.and adjusted by the National Geodetic Survey in June 1991..
 SK0667
 SK0667.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0668 ***********************************************************************
 SK0668  DESIGNATION -  1 CER A TBM
 SK0668  PID         -  SK0668
 SK0668  STATE/COUNTY-  MN/CLEARWATER
 SK0668  USGS QUAD   -  SHEVLIN (1969)
 SK0668
 SK0668                         *CURRENT SURVEY CONTROL
 SK0668  ___________________________________________________________________
 SK0668* NAD 83(1986)-  47 34 19.     (N)    095 16 11.     (W)     SCALED    
 SK0668* NAVD 88     -       454.460  (meters)    1491.01   (feet)  ADJUSTED  
 SK0668  ___________________________________________________________________
 SK0668  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 SK0668  DYNAMIC HT  -         454.510 (meters)    1491.17  (feet)  COMP
 SK0668  MODELED GRAV-     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
 SK0668.and adjusted by the National Geodetic Survey in June 1991..
 SK0668
 SK0668.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 SK0668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0668_SP_SET: IN METAL CULVERT
 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 = OCTOBER  6, 2006
 SK0665 ***********************************************************************
 SK0665  DESIGNATION -  1 CER RM 1
 SK0665  PID         -  SK0665
 SK0665  STATE/COUNTY-  MN/CLEARWATER
 SK0665  USGS QUAD   -  SHEVLIN (1969)
 SK0665
 SK0665                         *CURRENT SURVEY CONTROL
 SK0665  ___________________________________________________________________
 SK0665* NAD 83(1986)-  47 33 35.     (N)    095 16 08.     (W)     SCALED    
 SK0665* NAVD 88     -       451.744  (meters)    1482.10   (feet)  ADJUSTED  
 SK0665  ___________________________________________________________________
 SK0665  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 SK0665  DYNAMIC HT  -         451.793 (meters)    1482.26  (feet)  COMP
 SK0665  MODELED GRAV-     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
 SK0665.and adjusted by the National Geodetic Survey in June 1991..
 SK0665
 SK0665.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 SK0665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0665_SP_SET: IN METAL CULVERT
 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 = OCTOBER  6, 2006
 SK0666 ***********************************************************************
 SK0666  DESIGNATION -  1 CER RM 2
 SK0666  PID         -  SK0666
 SK0666  STATE/COUNTY-  MN/CLEARWATER
 SK0666  USGS QUAD   -  SHEVLIN (1969)
 SK0666
 SK0666                         *CURRENT SURVEY CONTROL
 SK0666  ___________________________________________________________________
 SK0666* NAD 83(1986)-  47 33 35.     (N)    095 16 08.     (W)     SCALED    
 SK0666* NAVD 88     -       454.355  (meters)    1490.66   (feet)  ADJUSTED  
 SK0666  ___________________________________________________________________
 SK0666  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 SK0666  DYNAMIC HT  -         454.404 (meters)    1490.82  (feet)  COMP
 SK0666  MODELED GRAV-     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
 SK0666.and adjusted by the National Geodetic Survey in June 1991..
 SK0666
 SK0666.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 SK0666_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 SK0666_SP_SET: IN ROOT OF ELM TREE
 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 = OCTOBER  6, 2006
 AC8147 ***********************************************************************
 AC8147  DESIGNATION -  1 DEM
 AC8147  PID         -  AC8147
 AC8147  STATE/COUNTY-  MN/SCOTT
 AC8147  USGS QUAD   -  NEW PRAGUE (1981)
 AC8147
 AC8147                         *CURRENT SURVEY CONTROL
 AC8147  ___________________________________________________________________
 AC8147* NAD 83(1986)-  44 33 30.     (N)    093 30 11.     (W)     SCALED    
 AC8147* NAVD 88     -       299.240  (meters)     981.76   (feet)  ADJUSTED  
 AC8147  ___________________________________________________________________
 AC8147  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AC8147  DYNAMIC HT  -         299.220 (meters)     981.69  (feet)  COMP
 AC8147  MODELED GRAV-     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
 AC8147.and adjusted by the National Geodetic Survey in September 1997..
 AC8147
 AC8147.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 AC8147_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8147_STAMPING: 1 DEM 1974
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5400 ***********************************************************************
 DG5400  DESIGNATION -  1 DEM
 DG5400  PID         -  DG5400
 DG5400  STATE/COUNTY-  MN/TODD
 DG5400  USGS QUAD   -  LINCOLN (1981)
 DG5400
 DG5400                         *CURRENT SURVEY CONTROL
 DG5400  ___________________________________________________________________
 DG5400* NAD 83(1996)-  46 14 57.54857(N)    094 44 27.75603(W)     ADJUSTED  
 DG5400* NAVD 88     -       388.1    (meters)    1273.     (feet)  GPS OBS   
 DG5400  ___________________________________________________________________
 DG5400  X           -    -365,207.419 (meters)                     COMP
 DG5400  Y           -  -4,403,474.662 (meters)                     COMP
 DG5400  Z           -   4,584,715.900 (meters)                     COMP
 DG5400  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 DG5400  ELLIP HEIGHT-         361.18  (meters)          (05/07/04) GPS OBS
 DG5400  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DG5400
 DG5400  HORZ ORDER  -  FIRST
 DG5400  ELLP ORDER  -  FOURTH    CLASS I
 DG5400
 DG5400.The horizontal coordinates were established by GPS observations
 DG5400.and adjusted by the MN DEPT OF TRANSP in May 2004..
 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 DEFLEC99 derived deflections.
 DG5400
 DG5400.The ellipsoidal height was determined by GPS observations
 DG5400.and is referenced to NAD 83.
 DG5400
 DG5400.The geoid height was determined by GEOID03.
 DG5400
 DG5400;                    North         East     Units Scale Factor Converg.
 DG5400;SPC MN C     -   238,974.135   762,136.523   MT  0.99992313   -0 21 18.8
 DG5400;UTM  15      - 5,123,222.294   365,794.645   MT  0.99982141   -1 15 28.2
 DG5400
 DG5400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5400!SPC MN C     -   0.99994338  x   0.99992313  =   0.99986652
 DG5400!UTM  15      -   0.99994338  x   0.99982141  =   0.99976480
 DG5400
 DG5400                          SUPERSEDED SURVEY CONTROL
 DG5400
 DG5400.No superseded survey control is available for this station.
 DG5400
 DG5400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6579523222(NAD 83)
 DG5400_MARKER: DD = SURVEY DISK
 DG5400_SETTING: 56 = COPPER-CLAD ROD IN 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 = OCTOBER  6, 2006
 DE5998 ***********************************************************************
 DE5998  DESIGNATION -  1 DNB
 DE5998  PID         -  DE5998
 DE5998  STATE/COUNTY-  MN/PINE
 DE5998  USGS QUAD   -  SANDSTONE SOUTH (1982)
 DE5998
 DE5998                         *CURRENT SURVEY CONTROL
 DE5998  ___________________________________________________________________
 DE5998* NAD 83(1996)-  46 00 43.01098(N)    092 48 31.47688(W)     ADJUSTED  
 DE5998* NAVD 88     -       310.525  (meters)    1018.78   (feet)  ADJUSTED  
 DE5998  ___________________________________________________________________
 DE5998  X           -    -217,450.243 (meters)                     COMP
 DE5998  Y           -  -4,432,230.648 (meters)                     COMP
 DE5998  Z           -   4,566,373.894 (meters)                     COMP
 DE5998  LAPLACE CORR-           8.80  (seconds)                    DEFLEC99
 DE5998  ELLIP HEIGHT-         283.48  (meters)          (07/08/02) GPS OBS
 DE5998  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DE5998  DYNAMIC HT  -         310.539 (meters)    1018.83  (feet)  COMP
 DE5998  MODELED GRAV-     980,652.9   (mgal)                       NAVD 88
 DE5998
 DE5998  HORZ ORDER  -  FIRST
 DE5998  VERT ORDER  -  SECOND    CLASS I
 DE5998  ELLP ORDER  -  THIRD     CLASS II
 DE5998
 DE5998.The horizontal coordinates were established by GPS observations
 DE5998.and adjusted by the MN DEPT OF TRANSP in July 2002..
 DE5998
 DE5998.The orthometric height was determined by differential leveling
 DE5998.and adjusted by the National Geodetic Survey in March 2006..
 DE5998.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DE5998
 DE5998.The ellipsoidal height was determined by GPS observations
 DE5998.and is referenced to NAD 83.
 DE5998
 DE5998.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE5998;SPC MN C     -   213,489.334   911,607.346   MT  0.99993783   +1 02 33.3
 DE5998;UTM  15      - 5,095,392.722   514,806.239   MT  0.99960269   +0 08 15.4
 DE5998
 DE5998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5998!SPC MN C     -   0.99995556  x   0.99993783  =   0.99989339
 DE5998!UTM  15      -   0.99995556  x   0.99960269  =   0.99955827
 DE5998
 DE5998                          SUPERSEDED SURVEY CONTROL
 DE5998
 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: 15TWL1480695393(NAD 83)
 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: USGS  
 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 - April 09, 1997
 DE5998
 DE5998  HISTORY     - Date     Condition        Report By
 DE5998  HISTORY     - 1978     MONUMENTED       USGS
 DE5998  HISTORY     - 19961223 GOOD             MNDT
 DE5998  HISTORY     - 19970409 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0956 ***********************************************************************
 QP0956  DESIGNATION -  1 DRL
 QP0956  PID         -  QP0956
 QP0956  STATE/COUNTY-  MN/DOUGLAS
 QP0956  USGS QUAD   -  QUAM LAKE (1966)
 QP0956
 QP0956                         *CURRENT SURVEY CONTROL
 QP0956  ___________________________________________________________________
 QP0956* NAD 83(1986)-  45 59 56.     (N)    095 43 47.     (W)     SCALED    
 QP0956* NAVD 88     -       418.528  (meters)    1373.12   (feet)  ADJUSTED  
 QP0956  ___________________________________________________________________
 QP0956  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 QP0956  DYNAMIC HT  -         418.522 (meters)    1373.10  (feet)  COMP
 QP0956  MODELED GRAV-     980,588.6   (mgal)                       NAVD 88
 QP0956
 QP0956  VERT ORDER  -  SECOND    CLASS I
 QP0956
 QP0956.The horizontal coordinates were scaled from a topographic map and have
 QP0956.an estimated accuracy of +/- 6 seconds.
 QP0956
 QP0956.The orthometric height was determined by differential leveling
 QP0956.and adjusted by the National Geodetic Survey in August 2000..
 QP0956.WARNING-Repeat measurements at this control monument indicate possible
 QP0956.vertical movement.
 QP0956
 QP0956.The geoid height was determined by GEOID03.
 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     -   212,090.      685,390.      MT  (+/- 180 meters Scaled)
 QP0956
 QP0956                          SUPERSEDED SURVEY CONTROL
 QP0956
 QP0956  NAVD 88 (06/15/91)  418.520  (m)         1373.09   (f) UNKNOWN     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: 15TTL886975(NAD 83)
 QP0956_MARKER: DB = BENCH MARK DISK
 QP0956_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0956_SP_SET: 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 - February 07, 1995
 QP0956
 QP0956  HISTORY     - Date     Condition        Report By
 QP0956  HISTORY     - 1965     MONUMENTED       USGS
 QP0956  HISTORY     - 1967     GOOD             MNDT
 QP0956  HISTORY     - 19950207 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PR0707 ***********************************************************************
 PR0707  DESIGNATION -  1 FMT
 PR0707  PID         -  PR0707
 PR0707  STATE/COUNTY-  MN/LYON
 PR0707  USGS QUAD   -  ST LEO (1967)
 PR0707
 PR0707                         *CURRENT SURVEY CONTROL
 PR0707  ___________________________________________________________________
 PR0707* NAD 83(1996)-  44 37 48.38669(N)    096 00 40.99353(W)     ADJUSTED  
 PR0707* NAVD 88     -       349.6    (meters)    1147.     (feet)  VERTCON   
 PR0707  ___________________________________________________________________
 PR0707  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 PR0707  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 PR0707
 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 DEFLEC99 derived deflections.
 PR0707
 PR0707.The geoid height was determined by GEOID03.
 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;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  =   0.99987389
 PR0707!UTM  14      -   0.99994934  x   1.00029114  =   1.00024046
 PR0707!UTM  15      -   0.99994934  x   1.00030171  =   1.00025103
 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: 14TQQ3706146207(NAD 83)
 PR0707_MARKER: DB = BENCH MARK DISK
 PR0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0707_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 PP3397 ***********************************************************************
 PP3397  DESIGNATION -  1 GAF
 PP3397  PID         -  PP3397
 PP3397  STATE/COUNTY-  MN/DAKOTA
 PP3397  USGS QUAD   -  CANNON FALLS (1974)
 PP3397
 PP3397                         *CURRENT SURVEY CONTROL
 PP3397  ___________________________________________________________________
 PP3397* NAD 83(1986)-  44 33 30.     (N)    092 52 38.     (W)     SCALED    
 PP3397* NAVD 88     -       271.670  (meters)     891.30   (feet)  ADJUSTED  
 PP3397  ___________________________________________________________________
 PP3397  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 PP3397  DYNAMIC HT  -         271.631 (meters)     891.18  (feet)  COMP
 PP3397  MODELED GRAV-     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
 PP3397.and adjusted by the National Geodetic Survey in June 1995..
 PP3397
 PP3397.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP3397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP3397_SP_SET: CONCRETE POST
 PP3397_STAMPING: 1 GAF 1955
 PP3397_MARK LOGO: USGS  
 PP3397_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3397+STABILITY: SURFACE MOTION
 PP3397
 PP3397  HISTORY     - Date     Condition        Report By
 PP3397  HISTORY     - 1955     MONUMENTED       USGS
 PP3397  HISTORY     - 19880808 GOOD             MNDT
 PP3397  HISTORY     - 20010915 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PR0814 ***********************************************************************
 PR0814  DESIGNATION -  1 JA
 PR0814  PID         -  PR0814
 PR0814  STATE/COUNTY-  MN/LINCOLN
 PR0814  USGS QUAD   -  LAKE BENTON (1967)
 PR0814
 PR0814                         *CURRENT SURVEY CONTROL
 PR0814  ___________________________________________________________________
 PR0814* NAD 83(1996)-  44 15 19.30434(N)    096 15 01.31886(W)     ADJUSTED  
 PR0814* NAVD 88     -       567.6    (meters)    1862.     (feet)  VERTCON   
 PR0814  ___________________________________________________________________
 PR0814  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 PR0814  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 PR0814
 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 DEFLEC99 derived deflections.
 PR0814
 PR0814.The geoid height was determined by GEOID03.
 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;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     -   0.99991507  x   0.99993122  =   0.99984630
 PR0814!UTM  14      -   0.99991507  x   1.00019260  =   1.00010766
 PR0814
 PR0814:                Primary Azimuth Mark                     Grid Az
 PR0814:SPC MN S     -  HARDER                                   300 05 50.9
 PR0814:UTM  14      -  HARDER                                   296 36 01.9
 PR0814
 PR0814|---------------------------------------------------------------------|
 PR0814| PID    Reference Object                     Distance      Geod. Az  |
 PR0814|                                                           dddmmss.s |
 PR0814| PR0813 HARDER                              APPROX. 4.8 KM 2983112.5 |
 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_MARKER: DB = BENCH MARK DISK
 PR0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 PQ1370 ***********************************************************************
 PQ1370  DESIGNATION -  1 JMK
 PQ1370  PID         -  PQ1370
 PQ1370  STATE/COUNTY-  MN/MURRAY
 PQ1370  USGS QUAD   -  HADLEY (1967)
 PQ1370
 PQ1370                         *CURRENT SURVEY CONTROL
 PQ1370  ___________________________________________________________________
 PQ1370* NAD 83(1986)-  44 03 57.     (N)    095 45 11.     (W)     SCALED    
 PQ1370* NAVD 88     -       489.139  (meters)    1604.78   (feet)  ADJUSTED  
 PQ1370  ___________________________________________________________________
 PQ1370  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 PQ1370  DYNAMIC HT  -         489.033 (meters)    1604.44  (feet)  COMP
 PQ1370  MODELED GRAV-     980,387.1   (mgal)                       NAVD 88
 PQ1370
 PQ1370  VERT ORDER  -  SECOND    CLASS I
 PQ1370
 PQ1370.The horizontal coordinates were scaled from a topographic map and have
 PQ1370.an estimated accuracy of +/- 6 seconds.
 PQ1370
 PQ1370.The orthometric height was determined by differential leveling
 PQ1370.and adjusted by the National Geodetic Survey in June 1995..
 PQ1370
 PQ1370.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ1370;SPC MN S     -   219,930.      659,570.      MT  (+/- 180 meters Scaled)
 PQ1370
 PQ1370                          SUPERSEDED SURVEY CONTROL
 PQ1370
 PQ1370.No superseded survey control is available for this station.
 PQ1370
 PQ1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ795828(NAD 83)
 PQ1370_MARKER: DB = BENCH MARK DISK
 PQ1370_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1370_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1370_STAMPING: 1 JMK 1966
 PQ1370_MARK LOGO: USGS  
 PQ1370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1370+STABILITY: SURFACE MOTION
 PQ1370
 PQ1370  HISTORY     - Date     Condition        Report By
 PQ1370  HISTORY     - 1966     MONUMENTED       USGS
 PQ1370  HISTORY     - 19870824 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1163 ***********************************************************************
 QO1163  DESIGNATION -  1 KOS
 QO1163  PID         -  QO1163
 QO1163  STATE/COUNTY-  MN/HENNEPIN
 QO1163  USGS QUAD   -  ROCKFORD (1993)
 QO1163
 QO1163                         *CURRENT SURVEY CONTROL
 QO1163  ___________________________________________________________________
 QO1163* NAD 83(1986)-  45 03 05.     (N)    093 44 46.     (W)     SCALED    
 QO1163* NAVD 88     -       293.029  (meters)     961.38   (feet)  ADJUSTED  
 QO1163  ___________________________________________________________________
 QO1163  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 QO1163  DYNAMIC HT  -         293.005 (meters)     961.30  (feet)  COMP
 QO1163  MODELED GRAV-     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
 QO1163.and adjusted by the National Geodetic Survey in June 1991..
 QO1163
 QO1163.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI3304 ***********************************************************************
 AI3304  DESIGNATION -  1 RLG
 AI3304  PID         -  AI3304
 AI3304  STATE/COUNTY-  MN/BLUE EARTH
 AI3304  USGS QUAD   -  MANKATO EAST (1993)
 AI3304
 AI3304                         *CURRENT SURVEY CONTROL
 AI3304  ___________________________________________________________________
 AI3304* NAD 83(1986)-  44 13 57.     (N)    093 57 25.     (W)     SCALED    
 AI3304* NAVD 88     -       293.530  (meters)     963.02   (feet)  ADJUSTED  
 AI3304  ___________________________________________________________________
 AI3304  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AI3304  DYNAMIC HT  -         293.486 (meters)     962.88  (feet)  COMP
 AI3304  MODELED GRAV-     980,459.1   (mgal)                       NAVD 88
 AI3304
 AI3304  VERT ORDER  -  SECOND    CLASS I
 AI3304
 AI3304.The horizontal coordinates were scaled from a topographic map and have
 AI3304.an estimated accuracy of +/- 6 seconds.
 AI3304
 AI3304.The orthometric height was determined by differential leveling
 AI3304.and adjusted by the National Geodetic Survey in June 2000..
 AI3304
 AI3304.The geoid height was determined by GEOID03.
 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     -   236,950.      803,440.      MT  (+/- 180 meters Scaled)
 AI3304
 AI3304                          SUPERSEDED SURVEY CONTROL
 AI3304
 AI3304.No superseded survey control is available for this station.
 AI3304
 AI3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ235981(NAD 83)
 AI3304_MARKER: DB = BENCH MARK DISK
 AI3304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3304_STAMPING: 1 RLG
 AI3304_MARK LOGO: USGS  
 AI3304_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - August 20, 1990
 AI3304
 AI3304  HISTORY     - Date     Condition        Report By
 AI3304  HISTORY     - 1949     MONUMENTED       USGS
 AI3304  HISTORY     - 19900820 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4592 ***********************************************************************
 DF4592  DESIGNATION -  1 SE
 DF4592  PID         -  DF4592
 DF4592  STATE/COUNTY-  MN/CASS
 DF4592  USGS QUAD   -  SUCKER LAKES (1996)
 DF4592
 DF4592                         *CURRENT SURVEY CONTROL
 DF4592  ___________________________________________________________________
 DF4592* NAD 83(1986)-  47 22 07.     (N)    094 25 02.     (W)     SCALED    
 DF4592* NAVD 88     -       399.286  (meters)    1309.99   (feet)  ADJUSTED  
 DF4592  ___________________________________________________________________
 DF4592  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DF4592  DYNAMIC HT  -         399.330 (meters)    1310.14  (feet)  COMP
 DF4592  MODELED GRAV-     980,712.0   (mgal)                       NAVD 88
 DF4592
 DF4592  VERT ORDER  -  SECOND    CLASS I
 DF4592
 DF4592.The horizontal coordinates were scaled from a topographic map and have
 DF4592.an estimated accuracy of +/- 6 seconds.
 DF4592
 DF4592.The orthometric height was determined by differential leveling
 DF4592.and adjusted by the National Geodetic Survey in August 2004..
 DF4592
 DF4592.The geoid height was determined by GEOID03.
 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     -   363,300.      787,370.      MT  (+/- 180 meters Scaled)
 DF4592
 DF4592                          SUPERSEDED SURVEY CONTROL
 DF4592
 DF4592.No superseded survey control is available for this station.
 DF4592
 DF4592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN929471(NAD 83)
 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 = OCTOBER  6, 2006
 QO0786 ***********************************************************************
 QO0786  DESIGNATION -  1 WHV
 QO0786  PID         -  QO0786
 QO0786  STATE/COUNTY-  MN/ANOKA
 QO0786  USGS QUAD   -  LINWOOD (1993)
 QO0786
 QO0786                         *CURRENT SURVEY CONTROL
 QO0786  ___________________________________________________________________
 QO0786* NAD 83(1986)-  45 15 01.     (N)    093 01 27.     (W)     SCALED    
 QO0786* NAVD 88     -       273.863  (meters)     898.50   (feet)  ADJUSTED  
 QO0786  ___________________________________________________________________
 QO0786  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 QO0786  DYNAMIC HT  -         273.861 (meters)     898.49  (feet)  COMP
 QO0786  MODELED GRAV-     980,599.3   (mgal)                       NAVD 88
 QO0786
 QO0786  VERT ORDER  -  SECOND    CLASS 0
 QO0786
 QO0786.The horizontal coordinates were scaled from a topographic map and have
 QO0786.an estimated accuracy of +/- 6 seconds.
 QO0786
 QO0786.The orthometric height was determined by differential leveling
 QO0786.and adjusted by the National Geodetic Survey in June 1991..
 QO0786.WARNING-Repeat measurements at this control monument indicate possible
 QO0786.vertical movement.
 QO0786
 QO0786.The geoid height was determined by GEOID03.
 QO0786
 QO0786.The dynamic height is computed by dividing the NAVD 88
 QO0786.geopotential number by the normal gravity value computed on the
 QO0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0786.degrees latitude (g = 980.6199 gals.).
 QO0786
 QO0786.The modeled gravity was interpolated from observed gravity values.
 QO0786
 QO0786;                    North         East    Units  Estimated Accuracy
 QO0786;SPC MN S     -   350,500.      876,600.      MT  (+/- 180 meters Scaled)
 QO0786
 QO0786                          SUPERSEDED SURVEY CONTROL
 QO0786
 QO0786  NGVD 29 (??/??/92)  273.823  (m)          898.37   (f) ADJ UNCH    2 0
 QO0786
 QO0786.Superseded values are not recommended for survey control.
 QO0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0786.See file dsdata.txt to determine how the superseded data were derived.
 QO0786
 QO0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL981107(NAD 83)
 QO0786_MARKER: DD = SURVEY DISK
 QO0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0786_SP_SET: MONUMENT
 QO0786_STAMPING: 1 WHV 1950
 QO0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0786
 QO0786  HISTORY     - Date     Condition        Report By
 QO0786  HISTORY     - 1950     MONUMENTED       USGS
 QO0786  HISTORY     - 1970     GOOD             MNDT
 QO0786  HISTORY     - 20051012 MARK NOT FOUND   USPSQD
 QO0786
 QO0786                          STATION DESCRIPTION
 QO0786
 QO0786'DESCRIBED BY MN DEPT OF TRANSP 1970
 QO0786'2.8 MI SW FROM FOREST LAKE.
 QO0786'ABOUT 300 FEET EAST OF FAI 35, 109 FEET SOUTH OF T.H. 497 (OLD T.H. 8)
 QO0786'49 FEET EAST OF COUNTY ROAD 21 CENTERLINE, 1 FOOT WEST OF A STEEL
 QO0786'WITNESS POST, IN A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW
 QO0786'1/4, SEC 24, T32N, R 22W.
 QO0786
 QO0786                          STATION RECOVERY (2005)
 QO0786
 QO0786'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8702 ***********************************************************************
 DF8702  DESIGNATION -  10
 DF8702  PID         -  DF8702
 DF8702  STATE/COUNTY-  MN/KANABEC
 DF8702  USGS QUAD   -  BOCK (1968)
 DF8702
 DF8702                         *CURRENT SURVEY CONTROL
 DF8702  ___________________________________________________________________
 DF8702* NAD 83(1996)-  45 48 02.76764(N)    093 30 55.84485(W)     ADJUSTED  
 DF8702* NAVD 88     -       324.3    (meters)    1064.     (feet)  GPS OBS   
 DF8702  ___________________________________________________________________
 DF8702  X           -    -273,140.165 (meters)                     COMP
 DF8702  Y           -  -4,446,047.330 (meters)                     COMP
 DF8702  Z           -   4,550,049.763 (meters)                     COMP
 DF8702  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 DF8702  ELLIP HEIGHT-         296.68  (meters)          (10/22/03) GPS OBS
 DF8702  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DF8702
 DF8702  HORZ ORDER  -  FIRST
 DF8702  ELLP ORDER  -  THIRD     CLASS II
 DF8702
 DF8702.The horizontal coordinates were established by GPS observations
 DF8702.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8702
 DF8702.The orthometric height was determined by GPS observations and a
 DF8702.high-resolution geoid model.
 DF8702
 DF8702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8702
 DF8702.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8702
 DF8702.The ellipsoidal height was determined by GPS observations
 DF8702.and is referenced to NAD 83.
 DF8702
 DF8702.The geoid height was determined by GEOID03.
 DF8702
 DF8702;                    North         East     Units Scale Factor Converg.
 DF8702;SPC MN C     -   189,267.368   857,096.881   MT  0.99996520   +0 31 52.8
 DF8702;UTM  15      - 5,072,041.130   459,939.667   MT  0.99961973   -0 22 10.5
 DF8702
 DF8702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8702!SPC MN C     -   0.99995349  x   0.99996520  =   0.99991869
 DF8702!UTM  15      -   0.99995349  x   0.99961973  =   0.99957324
 DF8702
 DF8702                          SUPERSEDED SURVEY CONTROL
 DF8702
 DF8702.No superseded survey control is available for this station.
 DF8702
 DF8702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5994072041(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8702+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8702
 DF8702  HISTORY     - Date     Condition        Report By
 DF8702  HISTORY     - 2001     MONUMENTED       MN-065
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4165 ***********************************************************************
 AE4165  DESIGNATION -  10 001
 AE4165  PID         -  AE4165
 AE4165  STATE/COUNTY-  MN/CARVER
 AE4165  USGS QUAD   -  SHAKOPEE (1993)
 AE4165
 AE4165                         *CURRENT SURVEY CONTROL
 AE4165  ___________________________________________________________________
 AE4165* NAD 83(1986)-  44 51 40.     (N)    093 33 06.     (W)     SCALED    
 AE4165* NAVD 88     -       288.934  (meters)     947.94   (feet)  ADJUSTED  
 AE4165  ___________________________________________________________________
 AE4165  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AE4165  DYNAMIC HT  -         288.930 (meters)     947.93  (feet)  COMP
 AE4165  MODELED GRAV-     980,593.8   (mgal)                       NAVD 88
 AE4165
 AE4165  VERT ORDER  -  SECOND    CLASS II
 AE4165
 AE4165.The horizontal coordinates were scaled from a topographic map and have
 AE4165.an estimated accuracy of +/- 6 seconds.
 AE4165
 AE4165.The orthometric height was determined by differential leveling
 AE4165.and adjusted by the National Geodetic Survey in November 1999..
 AE4165.No vertical observational check was made to the station.
 AE4165
 AE4165.The geoid height was determined by GEOID03.
 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     -   306,890.      835,430.      MT  (+/- 180 meters Scaled)
 AE4165
 AE4165                          SUPERSEDED SURVEY CONTROL
 AE4165
 AE4165.No superseded survey control is available for this station.
 AE4165
 AE4165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK564676(NAD 83)
 AE4165_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 RP0323 ***********************************************************************
 RP0323  DESIGNATION -  10 1
 RP0323  PID         -  RP0323
 RP0323  STATE/COUNTY-  MN/CLAY
 RP0323  USGS QUAD   -  SABIN (1976)
 RP0323
 RP0323                         *CURRENT SURVEY CONTROL
 RP0323  ___________________________________________________________________
 RP0323* NAD 83(1986)-  46 52 29.     (N)    096 44 08.     (W)     SCALED    
 RP0323* NAVD 88     -       277.697  (meters)     911.08   (feet)  ADJUSTED  
 RP0323  ___________________________________________________________________
 RP0323  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 RP0323  DYNAMIC HT  -         277.722 (meters)     911.16  (feet)  COMP
 RP0323  MODELED GRAV-     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
 RP0323.and adjusted by the National Geodetic Survey in June 1991..
 RP0323
 RP0323.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DH8989 ***********************************************************************
 DH8989  DESIGNATION -  10 DLS
 DH8989  PID         -  DH8989
 DH8989  STATE/COUNTY-  MN/ITASCA
 DH8989  USGS QUAD   -  MAX (1971)
 DH8989
 DH8989                         *CURRENT SURVEY CONTROL
 DH8989  ___________________________________________________________________
 DH8989* NAD 83(1986)-  47 32 56.     (N)    094 04 03.     (W)     SCALED    
 DH8989* NAVD 88     -       414.553  (meters)    1360.08   (feet)  ADJUSTED  
 DH8989  ___________________________________________________________________
 DH8989  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DH8989  DYNAMIC HT  -         414.605 (meters)    1360.25  (feet)  COMP
 DH8989  MODELED GRAV-     980,726.2   (mgal)                       NAVD 88
 DH8989
 DH8989  VERT ORDER  -  SECOND    CLASS I
 DH8989
 DH8989.The horizontal coordinates were scaled from a topographic map and have
 DH8989.an estimated accuracy of +/- 6 seconds.
 DH8989
 DH8989.The orthometric height was determined by differential leveling
 DH8989.and adjusted by the National Geodetic Survey in September 2006..
 DH8989
 DH8989.The geoid height was determined by GEOID03.
 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     -   217,060.      727,180.      MT  (+/- 180 meters Scaled)
 DH8989
 DH8989                          SUPERSEDED SURVEY CONTROL
 DH8989
 DH8989.No superseded survey control is available for this station.
 DH8989
 DH8989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN196667(NAD 83)
 DH8989_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 AH6965 ***********************************************************************
 AH6965  DESIGNATION -  10 LMT
 AH6965  PID         -  AH6965
 AH6965  STATE/COUNTY-  MN/CROW WING
 AH6965  USGS QUAD   -  ROOSEVELT LAKE (1970)
 AH6965
 AH6965                         *CURRENT SURVEY CONTROL
 AH6965  ___________________________________________________________________
 AH6965* NAD 83(1986)-  46 46 23.     (N)    093 57 59.     (W)     SCALED    
 AH6965* NAVD 88     -       395.961  (meters)    1299.08   (feet)  ADJUSTED  
 AH6965  ___________________________________________________________________
 AH6965  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AH6965  DYNAMIC HT  -         395.984 (meters)    1299.16  (feet)  COMP
 AH6965  MODELED GRAV-     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
 AH6965.and adjusted by the National Geodetic Survey in August 2006..
 AH6965
 AH6965.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 PQ0535 ***********************************************************************
 PQ0535  DESIGNATION -  10 M 7
 PQ0535  PID         -  PQ0535
 PQ0535  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0535  USGS QUAD   -  TENMILE LAKE (1965)
 PQ0535
 PQ0535                         *CURRENT SURVEY CONTROL
 PQ0535  ___________________________________________________________________
 PQ0535* NAD 83(1986)-  44 56 06.     (N)    095 53 13.     (W)     SCALED    
 PQ0535* NAVD 88     -       313.439  (meters)    1028.34   (feet)  ADJUSTED  
 PQ0535  ___________________________________________________________________
 PQ0535  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 PQ0535  DYNAMIC HT  -         313.413 (meters)    1028.26  (feet)  COMP
 PQ0535  MODELED GRAV-     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
 PQ0535.and adjusted by the National Geodetic Survey in June 1991..
 PQ0535
 PQ0535.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 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  USGS QUAD   -  BIG WOODS NE (1966)
 WA0165
 WA0165                         *CURRENT SURVEY CONTROL
 WA0165  ___________________________________________________________________
 WA0165* NAD 83(1996)-  48 23 04.49467(N)    097 06 25.25073(W)     ADJUSTED  
 WA0165* NAVD 88     -       242.29   (meters)     794.9    (feet)  GPS OBS   
 WA0165  ___________________________________________________________________
 WA0165  X           -    -525,078.458 (meters)                     COMP
 WA0165  Y           -  -4,211,378.318 (meters)                     COMP
 WA0165  Z           -   4,745,544.578 (meters)                     COMP
 WA0165  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 WA0165  ELLIP HEIGHT-         215.27  (meters)          (01/15/97) GPS OBS
 WA0165  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 WA0165
 WA0165  HORZ ORDER  -  B
 WA0165  ELLP ORDER  -  FOURTH    CLASS I
 WA0165
 WA0165.The horizontal coordinates were established by GPS observations
 WA0165.and adjusted by the National Geodetic Survey in January 1997..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 WA0165
 WA0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 WA0165
 WA0165.The ellipsoidal height was determined by GPS observations
 WA0165.and is referenced to NAD 83.
 WA0165
 WA0165.The geoid height was determined by GEOID03.
 WA0165
 WA0165;                    North         East     Units Scale Factor Converg.
 WA0165;SPC MN N     -   317,211.148   503,352.459   MT  0.99994877   -2 58 12.3
 WA0165;UTM  14      - 5,360,777.553   640,152.567   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  =   0.99991503
 WA0165!UTM  14      -   0.99996626  x   0.99984134  =   0.99980761
 WA0165
 WA0165                          SUPERSEDED SURVEY CONTROL
 WA0165
 WA0165  NAVD 88 (07/09/04)  242.292  (m)          794.92   (f) ADJUSTED    2 1
 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: 14UPU4015360778(NAD 83)
 WA0165_MARKER: DB = BENCH MARK 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: M = MARKER EQUIPPED WITH BAR MAGNET
 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 - October 08, 2003
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5609 ***********************************************************************
 DG5609  DESIGNATION -  10 MDD A
 DG5609  PID         -  DG5609
 DG5609  STATE/COUNTY-  MN/MARSHALL
 DG5609  USGS QUAD   -  BIG WOODS NE (1966)
 DG5609
 DG5609                         *CURRENT SURVEY CONTROL
 DG5609  ___________________________________________________________________
 DG5609* NAD 83(1986)-  48 23 17.     (N)    097 06 25.     (W)     SCALED    
 DG5609* NAVD 88     -       242.251  (meters)     794.79   (feet)  ADJUSTED  
 DG5609  ___________________________________________________________________
 DG5609  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DG5609  DYNAMIC HT  -         242.306 (meters)     794.97  (feet)  COMP
 DG5609  MODELED GRAV-     980,832.6   (mgal)                       NAVD 88
 DG5609
 DG5609  VERT ORDER  -  SECOND    CLASS I
 DG5609
 DG5609.The horizontal coordinates were scaled from a topographic map and have
 DG5609.an estimated accuracy of +/- 6 seconds.
 DG5609
 DG5609.The orthometric height was determined by differential leveling
 DG5609.and adjusted by the National Geodetic Survey in July 2004..
 DG5609.No vertical observational check was made to the station.
 DG5609
 DG5609.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DG5609;SPC MN N     -   317,600.      503,380.      MT  (+/- 180 meters Scaled)
 DG5609
 DG5609                          SUPERSEDED SURVEY CONTROL
 DG5609
 DG5609.No superseded survey control is available for this station.
 DG5609
 DG5609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU401611(NAD 83)
 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 - 2003
 DG5609_ROD/PIPE-DEPTH:  6.1 meters
 DG5609
 DG5609  HISTORY     - Date     Condition        Report By
 DG5609  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5608 ***********************************************************************
 DG5608  DESIGNATION -  10 MDD B
 DG5608  PID         -  DG5608
 DG5608  STATE/COUNTY-  MN/MARSHALL
 DG5608  USGS QUAD   -  BIG WOODS NE (1966)
 DG5608
 DG5608                         *CURRENT SURVEY CONTROL
 DG5608  ___________________________________________________________________
 DG5608* NAD 83(1986)-  48 23 56.     (N)    097 06 25.     (W)     SCALED    
 DG5608* NAVD 88     -       241.812  (meters)     793.34   (feet)  ADJUSTED  
 DG5608  ___________________________________________________________________
 DG5608  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DG5608  DYNAMIC HT  -         241.867 (meters)     793.53  (feet)  COMP
 DG5608  MODELED GRAV-     980,832.8   (mgal)                       NAVD 88
 DG5608
 DG5608  VERT ORDER  -  SECOND    CLASS I
 DG5608
 DG5608.The horizontal coordinates were scaled from a topographic map and have
 DG5608.an estimated accuracy of +/- 6 seconds.
 DG5608
 DG5608.The orthometric height was determined by differential leveling
 DG5608.and adjusted by the National Geodetic Survey in July 2004..
 DG5608.No vertical observational check was made to the station.
 DG5608
 DG5608.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DG5608;SPC MN N     -   318,800.      503,440.      MT  (+/- 180 meters Scaled)
 DG5608
 DG5608                          SUPERSEDED SURVEY CONTROL
 DG5608
 DG5608.No superseded survey control is available for this station.
 DG5608
 DG5608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU401623(NAD 83)
 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 - 2003
 DG5608_ROD/PIPE-DEPTH:  4.6 meters
 DG5608
 DG5608  HISTORY     - Date     Condition        Report By
 DG5608  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5607 ***********************************************************************
 DG5607  DESIGNATION -  10 MDD C
 DG5607  PID         -  DG5607
 DG5607  STATE/COUNTY-  MN/MARSHALL
 DG5607  USGS QUAD   -  BIG WOODS NE (1966)
 DG5607
 DG5607                         *CURRENT SURVEY CONTROL
 DG5607  ___________________________________________________________________
 DG5607* NAD 83(1986)-  48 24 49.     (N)    097 06 25.     (W)     SCALED    
 DG5607* NAVD 88     -       242.357  (meters)     795.13   (feet)  ADJUSTED  
 DG5607  ___________________________________________________________________
 DG5607  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DG5607  DYNAMIC HT  -         242.413 (meters)     795.32  (feet)  COMP
 DG5607  MODELED GRAV-     980,833.7   (mgal)                       NAVD 88
 DG5607
 DG5607  VERT ORDER  -  SECOND    CLASS I
 DG5607
 DG5607.The horizontal coordinates were scaled from a topographic map and have
 DG5607.an estimated accuracy of +/- 6 seconds.
 DG5607
 DG5607.The orthometric height was determined by differential leveling
 DG5607.and adjusted by the National Geodetic Survey in July 2004..
 DG5607.No vertical observational check was made to the station.
 DG5607
 DG5607.The geoid height was determined by GEOID03.
 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     -   320,430.      503,530.      MT  (+/- 180 meters Scaled)
 DG5607
 DG5607                          SUPERSEDED SURVEY CONTROL
 DG5607
 DG5607.No superseded survey control is available for this station.
 DG5607
 DG5607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU400640(NAD 83)
 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: MNDT  
 DG5607_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5607+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2003
 DG5607
 DG5607  HISTORY     - Date     Condition        Report By
 DG5607  HISTORY     - 1959     MONUMENTED       MNDT
 DG5607  HISTORY     - 20030718 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5606 ***********************************************************************
 DG5606  DESIGNATION -  10 MDD D
 DG5606  PID         -  DG5606
 DG5606  STATE/COUNTY-  MN/MARSHALL
 DG5606  USGS QUAD   -  BIG WOODS NE (1966)
 DG5606
 DG5606                         *CURRENT SURVEY CONTROL
 DG5606  ___________________________________________________________________
 DG5606* NAD 83(1986)-  48 25 40.     (N)    097 06 27.     (W)     SCALED    
 DG5606* NAVD 88     -       241.896  (meters)     793.62   (feet)  ADJUSTED  
 DG5606  ___________________________________________________________________
 DG5606  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DG5606  DYNAMIC HT  -         241.952 (meters)     793.80  (feet)  COMP
 DG5606  MODELED GRAV-     980,835.6   (mgal)                       NAVD 88
 DG5606
 DG5606  VERT ORDER  -  SECOND    CLASS I
 DG5606
 DG5606.The horizontal coordinates were scaled from a topographic map and have
 DG5606.an estimated accuracy of +/- 6 seconds.
 DG5606
 DG5606.The orthometric height was determined by differential leveling
 DG5606.and adjusted by the National Geodetic Survey in July 2004..
 DG5606.No vertical observational check was made to the station.
 DG5606
 DG5606.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DG5606;SPC MN N     -   322,010.      503,570.      MT  (+/- 180 meters Scaled)
 DG5606
 DG5606                          SUPERSEDED SURVEY CONTROL
 DG5606
 DG5606.No superseded survey control is available for this station.
 DG5606
 DG5606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU399655(NAD 83)
 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 - 2003
 DG5606_ROD/PIPE-DEPTH:  6.1 meters
 DG5606
 DG5606  HISTORY     - Date     Condition        Report By
 DG5606  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0570 ***********************************************************************
 OO0570  DESIGNATION -  10 RDS
 OO0570  PID         -  OO0570
 OO0570  STATE/COUNTY-  MN/FREEBORN
 OO0570  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0570
 OO0570                         *CURRENT SURVEY CONTROL
 OO0570  ___________________________________________________________________
 OO0570* NAD 83(1986)-  43 44 45.     (N)    093 19 56.     (W)     SCALED    
 OO0570* NAVD 88     -       392.458  (meters)    1287.59   (feet)  ADJUSTED  
 OO0570  ___________________________________________________________________
 OO0570  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 OO0570  DYNAMIC HT  -         392.369 (meters)    1287.30  (feet)  COMP
 OO0570  MODELED GRAV-     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
 OO0570.and adjusted by the National Geodetic Survey in June 1991..
 OO0570
 OO0570.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PR1161 ***********************************************************************
 PR1161  DESIGNATION -  10 SEM
 PR1161  PID         -  PR1161
 PR1161  STATE/COUNTY-  MN/PIPESTONE
 PR1161  USGS QUAD   -  ELKTON SW (1967)
 PR1161
 PR1161                         *CURRENT SURVEY CONTROL
 PR1161  ___________________________________________________________________
 PR1161* NAD 83(1986)-  44 00 32.     (N)    096 23 19.     (W)     SCALED    
 PR1161* NAVD 88     -       497.280  (meters)    1631.49   (feet)  ADJUSTED  
 PR1161  ___________________________________________________________________
 PR1161  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 PR1161  DYNAMIC HT  -         497.172 (meters)    1631.14  (feet)  COMP
 PR1161  MODELED GRAV-     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
 PR1161.and adjusted by the National Geodetic Survey in June 1991..
 PR1161
 PR1161.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PR0716 ***********************************************************************
 PR0716  DESIGNATION -  10 T
 PR0716  PID         -  PR0716
 PR0716  STATE/COUNTY-  MN/LINCOLN
 PR0716  USGS QUAD   -  TAUNTON (1967)
 PR0716
 PR0716                         *CURRENT SURVEY CONTROL
 PR0716  ___________________________________________________________________
 PR0716* NAD 83(1996)-  44 30 14.35570(N)    096 07 12.60171(W)     ADJUSTED  
 PR0716* NAVD 88     -       460.31   (+/-2cm)    1510.2    (feet)  VERTCON   
 PR0716  ___________________________________________________________________
 PR0716  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 PR0716  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 PR0716
 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.The vertical order pertains to the NGVD 29 superseded value.
 PR0716
 PR0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 PR0716
 PR0716.The geoid height was determined by GEOID03.
 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;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     -   0.99993196  x   0.99992204  =   0.99985401
 PR0716!UTM  14      -   0.99993196  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: 14TQQ2892631887(NAD 83)
 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 = OCTOBER  6, 2006
 SK0398 ***********************************************************************
 SK0398  DESIGNATION -  10 WGW
 SK0398  PID         -  SK0398
 SK0398  STATE/COUNTY-  MN/HUBBARD
 SK0398  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 SK0398
 SK0398                         *CURRENT SURVEY CONTROL
 SK0398  ___________________________________________________________________
 SK0398* NAD 83(1986)-  47 11 17.     (N)    095 03 57.     (W)     SCALED    
 SK0398* NAVD 88     -       440.237  (meters)    1444.34   (feet)  ADJUSTED  
 SK0398  ___________________________________________________________________
 SK0398  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 SK0398  DYNAMIC HT  -         440.280 (meters)    1444.49  (feet)  COMP
 SK0398  MODELED GRAV-     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
 SK0398.and adjusted by the National Geodetic Survey in June 1991..
 SK0398
 SK0398.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 SK0398_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = OCTOBER  6, 2006
 OP1106 ***********************************************************************
 OP1106  DESIGNATION -  100
 OP1106  PID         -  OP1106
 OP1106  STATE/COUNTY-  MN/JACKSON
 OP1106  USGS QUAD   -  ALPHA (1970)
 OP1106
 OP1106                         *CURRENT SURVEY CONTROL
 OP1106  ___________________________________________________________________
 OP1106* NAD 83(1996)-  43 42 09.36278(N)    094 52 29.57132(W)     ADJUSTED  
 OP1106* NAVD 88     -       410.     (meters)    1345.     (feet)  VERTCON   
 OP1106  ___________________________________________________________________
 OP1106  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 OP1106  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 OP1106
 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 DEFLEC99 derived deflections.
 OP1106
 OP1106.The geoid height was determined by GEOID03.
 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;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     -   0.99994003  x   1.00001847  =   0.99995850
 OP1106!UTM  15      -   0.99994003  x   0.99988071  =   0.99982075
 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_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 = OCTOBER  6, 2006
 PP1985 ***********************************************************************
 PP1985  DESIGNATION -  1002 AA
 PP1985  PID         -  PP1985
 PP1985  STATE/COUNTY-  MN/CARVER
 PP1985  USGS QUAD   -  SHAKOPEE (1993)
 PP1985
 PP1985                         *CURRENT SURVEY CONTROL
 PP1985  ___________________________________________________________________
 PP1985* NAD 83(1986)-  44 51 46.     (N)    093 34 22.     (W)     SCALED    
 PP1985* NAVD 88     -       291.937  (meters)     957.80   (feet)  ADJUSTED  
 PP1985  ___________________________________________________________________
 PP1985  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 PP1985  DYNAMIC HT  -         291.933 (meters)     957.78  (feet)  COMP
 PP1985  MODELED GRAV-     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
 PP1985.and adjusted by the National Geodetic Survey in November 1999..
 PP1985
 PP1985.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 PP1986 ***********************************************************************
 PP1986  DESIGNATION -  1002 AB
 PP1986  PID         -  PP1986
 PP1986  STATE/COUNTY-  MN/CARVER
 PP1986  USGS QUAD   -  SHAKOPEE (1993)
 PP1986
 PP1986                         *CURRENT SURVEY CONTROL
 PP1986  ___________________________________________________________________
 PP1986* NAD 83(1986)-  44 51 48.     (N)    093 35 06.     (W)     SCALED    
 PP1986* NAVD 88     -       291.400  (meters)     956.03   (feet)  ADJUSTED  
 PP1986  ___________________________________________________________________
 PP1986  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 PP1986  DYNAMIC HT  -         291.396 (meters)     956.02  (feet)  COMP
 PP1986  MODELED GRAV-     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
 PP1986.and adjusted by the National Geodetic Survey in November 1999..
 PP1986
 PP1986.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 - July 27, 1992
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2001 ***********************************************************************
 PP2001  DESIGNATION -  1002 AC
 PP2001  PID         -  PP2001
 PP2001  STATE/COUNTY-  MN/CARVER
 PP2001  USGS QUAD   -  NORWOOD (1981)
 PP2001
 PP2001                         *CURRENT SURVEY CONTROL
 PP2001  ___________________________________________________________________
 PP2001* NAD 83(1986)-  44 48 23.     (N)    093 52 44.     (W)     SCALED    
 PP2001* NAVD 88     -       298.814  (meters)     980.36   (feet)  ADJUSTED  
 PP2001  ___________________________________________________________________
 PP2001  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 PP2001  DYNAMIC HT  -         298.790 (meters)     980.28  (feet)  COMP
 PP2001  MODELED GRAV-     980,528.1   (mgal)                       NAVD 88
 PP2001
 PP2001  VERT ORDER  -  SECOND    CLASS 0
 PP2001
 PP2001.The horizontal coordinates were scaled from a topographic map and have
 PP2001.an estimated accuracy of +/- 6 seconds.
 PP2001
 PP2001.The orthometric height was determined by differential leveling
 PP2001.and adjusted by the National Geodetic Survey in June 1991..
 PP2001
 PP2001.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PP2001;SPC MN S     -   300,720.      809,580.      MT  (+/- 180 meters Scaled)
 PP2001
 PP2001                          SUPERSEDED SURVEY CONTROL
 PP2001
 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: 15TVK304618(NAD 83)
 PP2001_MARKER: DD = SURVEY DISK
 PP2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2001_STAMPING: 1002-AC 1972
 PP2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2001+STABILITY: SURFACE MOTION
 PP2001
 PP2001  HISTORY     - Date     Condition        Report By
 PP2001  HISTORY     - 1972     MONUMENTED       MNDT
 PP2001  HISTORY     - 1987     GOOD             USPSQD
 PP2001
 PP2001                          STATION DESCRIPTION
 PP2001
 PP2001'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2004 ***********************************************************************
 PP2004  DESIGNATION -  1002 AD
 PP2004  PID         -  PP2004
 PP2004  STATE/COUNTY-  MN/CARVER
 PP2004  USGS QUAD   -  WACONIA (1993)
 PP2004
 PP2004                         *CURRENT SURVEY CONTROL
 PP2004  ___________________________________________________________________
 PP2004* NAD 83(1996)-  44 48 56.07746(N)    093 51 19.51717(W)     ADJUSTED  
 PP2004* NAVD 88     -       302.502  (meters)     992.46   (feet)  ADJUSTED  
 PP2004  ___________________________________________________________________
 PP2004  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 PP2004  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 PP2004  DYNAMIC HT  -         302.480 (meters)     992.39  (feet)  COMP
 PP2004  MODELED GRAV-     980,534.2   (mgal)                       NAVD 88
 PP2004
 PP2004  HORZ ORDER  -  THIRD
 PP2004  VERT ORDER  -  SECOND    CLASS 0
 PP2004
 PP2004.The horizontal coordinates were established by classical geodetic methods
 PP2004.and adjusted by the National Geodetic Survey in March 1999..
 PP2004.No horizontal observational check was made to the station.
 PP2004
 PP2004.The orthometric height was determined by differential leveling
 PP2004.and adjusted by the National Geodetic Survey in June 1991..
 PP2004
 PP2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2004
 PP2004.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP2004;SPC MN S     -   301,743.046   811,435.346   MT  0.99993704   +0 06 04.8
 PP2004;UTM  15      - 4,962,819.565   432,363.755   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  =   0.99961311
 PP2004
 PP2004                          SUPERSEDED SURVEY CONTROL
 PP2004
 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  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: 15TVK3236462820(NAD 83)
 PP2004_MARKER: DD = SURVEY DISK
 PP2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2004_STAMPING: 1002-AD 1972
 PP2004_PROJECTION: FLUSH
 PP2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2004+STABILITY: SURFACE MOTION
 PP2004
 PP2004  HISTORY     - Date     Condition        Report By
 PP2004  HISTORY     - 1972     MONUMENTED       MNDT
 PP2004  HISTORY     - 1987     GOOD             USPSQD
 PP2004
 PP2004                          STATION DESCRIPTION
 PP2004
 PP2004'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2006 ***********************************************************************
 PP2006  DESIGNATION -  1002 AE
 PP2006  PID         -  PP2006
 PP2006  STATE/COUNTY-  MN/CARVER
 PP2006  USGS QUAD   -  WACONIA (1993)
 PP2006
 PP2006                         *CURRENT SURVEY CONTROL
 PP2006  ___________________________________________________________________
 PP2006* NAD 83(1986)-  44 49 27.     (N)    093 50 10.     (W)     SCALED    
 PP2006* NAVD 88     -       299.025  (meters)     981.05   (feet)  ADJUSTED  
 PP2006  ___________________________________________________________________
 PP2006  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 PP2006  DYNAMIC HT  -         299.004 (meters)     980.98  (feet)  COMP
 PP2006  MODELED GRAV-     980,539.1   (mgal)                       NAVD 88
 PP2006
 PP2006  VERT ORDER  -  SECOND    CLASS 0
 PP2006
 PP2006.The horizontal coordinates were scaled from a topographic map and have
 PP2006.an estimated accuracy of +/- 6 seconds.
 PP2006
 PP2006.The orthometric height was determined by differential leveling
 PP2006.and adjusted by the National Geodetic Survey in June 1991..
 PP2006
 PP2006.The geoid height was determined by GEOID03.
 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     -   302,700.      812,960.      MT  (+/- 180 meters Scaled)
 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: 15TVK339637(NAD 83)
 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 = OCTOBER  6, 2006
 PP2014 ***********************************************************************
 PP2014  DESIGNATION -  1002 AG
 PP2014  PID         -  PP2014
 PP2014  STATE/COUNTY-  MN/CARVER
 PP2014  USGS QUAD   -  WACONIA (1993)
 PP2014
 PP2014                         *CURRENT SURVEY CONTROL
 PP2014  ___________________________________________________________________
 PP2014* NAD 83(1986)-  44 51 16.     (N)    093 45 45.     (W)     SCALED    
 PP2014* NAVD 88     -       295.243  (meters)     968.64   (feet)  ADJUSTED  
 PP2014  ___________________________________________________________________
 PP2014  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP2014  DYNAMIC HT  -         295.228 (meters)     968.59  (feet)  COMP
 PP2014  MODELED GRAV-     980,558.8   (mgal)                       NAVD 88
 PP2014
 PP2014  VERT ORDER  -  SECOND    CLASS 0
 PP2014
 PP2014.The horizontal coordinates were scaled from a topographic map and have
 PP2014.an estimated accuracy of +/- 6 seconds.
 PP2014
 PP2014.The orthometric height was determined by differential leveling
 PP2014.and adjusted by the National Geodetic Survey in June 1991..
 PP2014
 PP2014.The geoid height was determined by GEOID03.
 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     -   306,080.      818,770.      MT  (+/- 180 meters Scaled)
 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: 15TVK397670(NAD 83)
 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
 PP2014  HISTORY     - Date     Condition        Report By
 PP2014  HISTORY     - 1972     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2016 ***********************************************************************
 PP2016  DESIGNATION -  1002 AH
 PP2016  PID         -  PP2016
 PP2016  STATE/COUNTY-  MN/CARVER
 PP2016  USGS QUAD   -  VICTORIA (1993)
 PP2016
 PP2016                         *CURRENT SURVEY CONTROL
 PP2016  ___________________________________________________________________
 PP2016* NAD 83(1986)-  44 51 32.     (N)    093 44 49.     (W)     SCALED    
 PP2016* NAVD 88     -       297.551  (meters)     976.22   (feet)  ADJUSTED  
 PP2016  ___________________________________________________________________
 PP2016  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 PP2016  DYNAMIC HT  -         297.537 (meters)     976.17  (feet)  COMP
 PP2016  MODELED GRAV-     980,562.6   (mgal)                       NAVD 88
 PP2016
 PP2016  VERT ORDER  -  SECOND    CLASS 0
 PP2016
 PP2016.The horizontal coordinates were scaled from a topographic map and have
 PP2016.an estimated accuracy of +/- 6 seconds.
 PP2016
 PP2016.The orthometric height was determined by differential leveling
 PP2016.and adjusted by the National Geodetic Survey in June 1991..
 PP2016
 PP2016.The geoid height was determined by GEOID03.
 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     -   306,580.      820,000.      MT  (+/- 180 meters Scaled)
 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: 15TVK409675(NAD 83)
 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
 PP2016  HISTORY     - Date     Condition        Report By
 PP2016  HISTORY     - 1972     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2020 ***********************************************************************
 PP2020  DESIGNATION -  1002 AI
 PP2020  PID         -  PP2020
 PP2020  STATE/COUNTY-  MN/CARVER
 PP2020  USGS QUAD   -  VICTORIA (1993)
 PP2020
 PP2020                         *CURRENT SURVEY CONTROL
 PP2020  ___________________________________________________________________
 PP2020* NAD 83(1996)-  44 51 47.70209(N)    093 42 17.10577(W)     ADJUSTED  
 PP2020* NAVD 88     -       297.875  (meters)     977.28   (feet)  ADJUSTED  
 PP2020  ___________________________________________________________________
 PP2020  LAPLACE CORR-           7.23  (seconds)                    DEFLEC99
 PP2020  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 PP2020  DYNAMIC HT  -         297.865 (meters)     977.25  (feet)  COMP
 PP2020  MODELED GRAV-     980,573.4   (mgal)                       NAVD 88
 PP2020
 PP2020  HORZ ORDER  -  THIRD
 PP2020  VERT ORDER  -  SECOND    CLASS 0
 PP2020
 PP2020.The horizontal coordinates were established by classical geodetic methods
 PP2020.and adjusted by the National Geodetic Survey in March 1999..
 PP2020.No horizontal observational check was made to the station.
 PP2020
 PP2020.The orthometric height was determined by differential leveling
 PP2020.and adjusted by the National Geodetic Survey in June 1991..
 PP2020
 PP2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2020
 PP2020.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP2020;SPC MN S     -   307,072.644   823,333.304   MT  0.99994194   +0 12 25.0
 PP2020;UTM  15      - 4,968,001.012   444,322.818   MT  0.99963812   -0 29 49.8
 PP2020
 PP2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2020!SPC MN S     -   0.99995752  x   0.99994194  =   0.99989946
 PP2020!UTM  15      -   0.99995752  x   0.99963812  =   0.99959565
 PP2020
 PP2020                          SUPERSEDED SURVEY CONTROL
 PP2020
 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  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: 15TVK4432368001(NAD 83)
 PP2020_MARKER: DD = SURVEY DISK
 PP2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2020_STAMPING: 1002-AI 1972
 PP2020_MARK LOGO: MNHD  
 PP2020_PROJECTION: FLUSH
 PP2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2020+STABILITY: SURFACE MOTION
 PP2020
 PP2020  HISTORY     - Date     Condition        Report By
 PP2020  HISTORY     - 1972     MONUMENTED       MNDT
 PP2020  HISTORY     - 1987     GOOD             USPSQD
 PP2020
 PP2020                          STATION DESCRIPTION
 PP2020
 PP2020'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2024 ***********************************************************************
 PP2024  DESIGNATION -  1002 AJ
 PP2024  PID         -  PP2024
 PP2024  STATE/COUNTY-  MN/CARVER
 PP2024  USGS QUAD   -  VICTORIA (1993)
 PP2024
 PP2024                         *CURRENT SURVEY CONTROL
 PP2024  ___________________________________________________________________
 PP2024* NAD 83(1986)-  44 51 39.     (N)    093 40 26.     (W)     SCALED    
 PP2024* NAVD 88     -       288.841  (meters)     947.64   (feet)  ADJUSTED  
 PP2024  ___________________________________________________________________
 PP2024  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 PP2024  DYNAMIC HT  -         288.834 (meters)     947.62  (feet)  COMP
 PP2024  MODELED GRAV-     980,580.9   (mgal)                       NAVD 88
 PP2024
 PP2024  VERT ORDER  -  SECOND    CLASS 0
 PP2024
 PP2024.The horizontal coordinates were scaled from a topographic map and have
 PP2024.an estimated accuracy of +/- 6 seconds.
 PP2024
 PP2024.The orthometric height was determined by differential leveling
 PP2024.and adjusted by the National Geodetic Survey in June 1991..
 PP2024
 PP2024.The geoid height was determined by GEOID03.
 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     -   306,810.      825,770.      MT  (+/- 180 meters Scaled)
 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: 15TVK467677(NAD 83)
 PP2024_MARKER: DB = BENCH MARK DISK
 PP2024_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 PP2027 ***********************************************************************
 PP2027  DESIGNATION -  1002 AK
 PP2027  PID         -  PP2027
 PP2027  STATE/COUNTY-  MN/CARVER
 PP2027  USGS QUAD   -  VICTORIA (1993)
 PP2027
 PP2027                         *CURRENT SURVEY CONTROL
 PP2027  ___________________________________________________________________
 PP2027* NAD 83(1986)-  44 51 35.     (N)    093 39 22.     (W)     SCALED    
 PP2027* NAVD 88     -       300.034  (meters)     984.36   (feet)  ADJUSTED  
 PP2027  ___________________________________________________________________
 PP2027  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 PP2027  DYNAMIC HT  -         300.027 (meters)     984.34  (feet)  COMP
 PP2027  MODELED GRAV-     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
 PP2027.and adjusted by the National Geodetic Survey in November 1999..
 PP2027
 PP2027.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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: MNDT  
 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 - September 29, 1992
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2029 ***********************************************************************
 PP2029  DESIGNATION -  1002 AL
 PP2029  PID         -  PP2029
 PP2029  STATE/COUNTY-  MN/CARVER
 PP2029  USGS QUAD   -  VICTORIA (1993)
 PP2029
 PP2029                         *CURRENT SURVEY CONTROL
 PP2029  ___________________________________________________________________
 PP2029* NAD 83(1986)-  44 52 01.     (N)    093 37 44.     (W)     SCALED    
 PP2029* NAVD 88     -       303.577  (meters)     995.99   (feet)  ADJUSTED  
 PP2029  ___________________________________________________________________
 PP2029  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 PP2029  DYNAMIC HT  -         303.572 (meters)     995.97  (feet)  COMP
 PP2029  MODELED GRAV-     980,588.9   (mgal)                       NAVD 88
 PP2029
 PP2029  VERT ORDER  -  SECOND    CLASS I
 PP2029
 PP2029.The horizontal coordinates were scaled from a topographic map and have
 PP2029.an estimated accuracy of +/- 6 seconds.
 PP2029
 PP2029.The orthometric height was determined by differential leveling
 PP2029.and adjusted by the National Geodetic Survey in November 1999..
 PP2029
 PP2029.The geoid height was determined by GEOID03.
 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     -   307,510.      829,330.      MT  (+/- 180 meters Scaled)
 PP2029
 PP2029                          SUPERSEDED SURVEY CONTROL
 PP2029
 PP2029  NAVD 88 (06/15/91)  303.653  (m)          996.23   (f) UNKNOWN     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: 15TVK503683(NAD 83)
 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: MNDT  
 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 - September 08, 1992
 PP2029
 PP2029  HISTORY     - Date     Condition        Report By
 PP2029  HISTORY     - 1972     MONUMENTED       MNDT
 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
 PP2029                          STATION DESCRIPTION
 PP2029
 PP2029'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2030 ***********************************************************************
 PP2030  DESIGNATION -  1002 AM
 PP2030  PID         -  PP2030
 PP2030  STATE/COUNTY-  MN/CARVER
 PP2030  USGS QUAD   -  SHAKOPEE (1993)
 PP2030
 PP2030                         *CURRENT SURVEY CONTROL
 PP2030  ___________________________________________________________________
 PP2030* NAD 83(1986)-  44 51 56.     (N)    093 36 55.     (W)     SCALED    
 PP2030* NAVD 88     -       291.455  (meters)     956.22   (feet)  ADJUSTED  
 PP2030  ___________________________________________________________________
 PP2030  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 PP2030  DYNAMIC HT  -         291.450 (meters)     956.20  (feet)  COMP
 PP2030  MODELED GRAV-     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
 PP2030.and adjusted by the National Geodetic Survey in June 1991..
 PP2030
 PP2030.The geoid height was determined by GEOID03.
 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: 15TVK513682(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4163 ***********************************************************************
 AE4163  DESIGNATION -  1002 AP
 AE4163  PID         -  AE4163
 AE4163  STATE/COUNTY-  MN/CARVER
 AE4163  USGS QUAD   -  SHAKOPEE (1993)
 AE4163
 AE4163                         *CURRENT SURVEY CONTROL
 AE4163  ___________________________________________________________________
 AE4163* NAD 83(1986)-  44 51 51.     (N)    093 36 33.     (W)     SCALED    
 AE4163* NAVD 88     -       292.058  (meters)     958.19   (feet)  ADJUSTED  
 AE4163  ___________________________________________________________________
 AE4163  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AE4163  DYNAMIC HT  -         292.053 (meters)     958.18  (feet)  COMP
 AE4163  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 AE4163
 AE4163  VERT ORDER  -  SECOND    CLASS I
 AE4163
 AE4163.The horizontal coordinates were scaled from a topographic map and have
 AE4163.an estimated accuracy of +/- 6 seconds.
 AE4163
 AE4163.The orthometric height was determined by differential leveling
 AE4163.and adjusted by the National Geodetic Survey in November 1999..
 AE4163
 AE4163.The geoid height was determined by GEOID03.
 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     -   307,210.      830,890.      MT  (+/- 180 meters Scaled)
 AE4163
 AE4163                          SUPERSEDED SURVEY CONTROL
 AE4163
 AE4163.No superseded survey control is available for this station.
 AE4163
 AE4163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK518680(NAD 83)
 AE4163_MARKER: DV = VERTICAL CONTROL DISK
 AE4163_SETTING: 46 = COPPER-CLAD STEEL 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 = OCTOBER  6, 2006
 AE4166 ***********************************************************************
 AE4166  DESIGNATION -  1002 AR
 AE4166  PID         -  AE4166
 AE4166  STATE/COUNTY-  MN/CARVER
 AE4166  USGS QUAD   -  SHAKOPEE (1993)
 AE4166
 AE4166                         *CURRENT SURVEY CONTROL
 AE4166  ___________________________________________________________________
 AE4166* NAD 83(1986)-  44 51 34.     (N)    093 32 31.     (W)     SCALED    
 AE4166* NAVD 88     -       298.960  (meters)     980.84   (feet)  ADJUSTED  
 AE4166  ___________________________________________________________________
 AE4166  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AE4166  DYNAMIC HT  -         298.956 (meters)     980.82  (feet)  COMP
 AE4166  MODELED GRAV-     980,592.9   (mgal)                       NAVD 88
 AE4166
 AE4166  VERT ORDER  -  SECOND    CLASS I
 AE4166
 AE4166.The horizontal coordinates were scaled from a topographic map and have
 AE4166.an estimated accuracy of +/- 6 seconds.
 AE4166
 AE4166.The orthometric height was determined by differential leveling
 AE4166.and adjusted by the National Geodetic Survey in November 1999..
 AE4166
 AE4166.The geoid height was determined by GEOID03.
 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     -   306,710.      836,200.      MT  (+/- 180 meters Scaled)
 AE4166
 AE4166                          SUPERSEDED SURVEY CONTROL
 AE4166
 AE4166.No superseded survey control is available for this station.
 AE4166
 AE4166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK571674(NAD 83)
 AE4166_MARKER: DB = BENCH MARK 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: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4166+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1992
 AE4166
 AE4166  HISTORY     - Date     Condition        Report By
 AE4166  HISTORY     - 1983     MONUMENTED       MNDT
 AE4166  HISTORY     - 19921102 GOOD             MNDT
 AE4166  HISTORY     - 20021016 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5183 ***********************************************************************
 AE5183  DESIGNATION -  1002 AS
 AE5183  PID         -  AE5183
 AE5183  STATE/COUNTY-  MN/CARVER
 AE5183  USGS QUAD   -  SHAKOPEE (1993)
 AE5183
 AE5183                         *CURRENT SURVEY CONTROL
 AE5183  ___________________________________________________________________
 AE5183* NAD 83(1986)-  44 52 01.     (N)    093 37 06.     (W)     SCALED    
 AE5183* NAVD 88     -       297.579  (meters)     976.31   (feet)  ADJUSTED  
 AE5183  ___________________________________________________________________
 AE5183  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AE5183  DYNAMIC HT  -         297.574 (meters)     976.29  (feet)  COMP
 AE5183  MODELED GRAV-     980,590.5   (mgal)                       NAVD 88
 AE5183
 AE5183  VERT ORDER  -  SECOND    CLASS I
 AE5183
 AE5183.The horizontal coordinates were scaled from a topographic map and have
 AE5183.an estimated accuracy of +/- 6 seconds.
 AE5183
 AE5183.The orthometric height was determined by differential leveling
 AE5183.and adjusted by the National Geodetic Survey in November 1999..
 AE5183
 AE5183.The geoid height was determined by GEOID03.
 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     -   307,510.      830,160.      MT  (+/- 180 meters Scaled)
 AE5183
 AE5183                          SUPERSEDED SURVEY CONTROL
 AE5183
 AE5183.No superseded survey control is available for this station.
 AE5183
 AE5183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK511683(NAD 83)
 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 = OCTOBER  6, 2006
 AE5184 ***********************************************************************
 AE5184  DESIGNATION -  1002 AT
 AE5184  PID         -  AE5184
 AE5184  STATE/COUNTY-  MN/CARVER
 AE5184  USGS QUAD   -  VICTORIA (1993)
 AE5184
 AE5184                         *CURRENT SURVEY CONTROL
 AE5184  ___________________________________________________________________
 AE5184* NAD 83(1986)-  44 52 02.     (N)    093 39 10.     (W)     SCALED    
 AE5184* NAVD 88     -       303.231  (meters)     994.85   (feet)  ADJUSTED  
 AE5184  ___________________________________________________________________
 AE5184  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AE5184  DYNAMIC HT  -         303.224 (meters)     994.83  (feet)  COMP
 AE5184  MODELED GRAV-     980,584.3   (mgal)                       NAVD 88
 AE5184
 AE5184  VERT ORDER  -  SECOND    CLASS I
 AE5184
 AE5184.The horizontal coordinates were scaled from a topographic map and have
 AE5184.an estimated accuracy of +/- 6 seconds.
 AE5184
 AE5184.The orthometric height was determined by differential leveling
 AE5184.and adjusted by the National Geodetic Survey in November 1999..
 AE5184
 AE5184.The geoid height was determined by GEOID03.
 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     -   307,530.      827,440.      MT  (+/- 180 meters Scaled)
 AE5184
 AE5184                          SUPERSEDED SURVEY CONTROL
 AE5184
 AE5184.No superseded survey control is available for this station.
 AE5184
 AE5184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK484684(NAD 83)
 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 = OCTOBER  6, 2006
 AE5188 ***********************************************************************
 AE5188  DESIGNATION -  1002 AV
 AE5188  PID         -  AE5188
 AE5188  STATE/COUNTY-  MN/CARVER
 AE5188  USGS QUAD   -  SHAKOPEE (1993)
 AE5188
 AE5188                         *CURRENT SURVEY CONTROL
 AE5188  ___________________________________________________________________
 AE5188* NAD 83(1986)-  44 51 45.     (N)    093 31 16.     (W)     SCALED    
 AE5188* NAVD 88     -       285.206  (meters)     935.71   (feet)  ADJUSTED  
 AE5188  ___________________________________________________________________
 AE5188  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AE5188  DYNAMIC HT  -         285.200 (meters)     935.69  (feet)  COMP
 AE5188  MODELED GRAV-     980,590.0   (mgal)                       NAVD 88
 AE5188
 AE5188  VERT ORDER  -  SECOND    CLASS I
 AE5188
 AE5188.The horizontal coordinates were scaled from a topographic map and have
 AE5188.an estimated accuracy of +/- 6 seconds.
 AE5188
 AE5188.The orthometric height was determined by differential leveling
 AE5188.and adjusted by the National Geodetic Survey in November 1999..
 AE5188
 AE5188.The geoid height was determined by GEOID03.
 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     -   307,060.      837,850.      MT  (+/- 180 meters Scaled)
 AE5188
 AE5188                          SUPERSEDED SURVEY CONTROL
 AE5188
 AE5188.No superseded survey control is available for this station.
 AE5188
 AE5188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK588678(NAD 83)
 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 = OCTOBER  6, 2006
 AE5187 ***********************************************************************
 AE5187  DESIGNATION -  1002 AW
 AE5187  PID         -  AE5187
 AE5187  STATE/COUNTY-  MN/CARVER
 AE5187  USGS QUAD   -  SHAKOPEE (1993)
 AE5187
 AE5187                         *CURRENT SURVEY CONTROL
 AE5187  ___________________________________________________________________
 AE5187* NAD 83(1986)-  44 51 33.     (N)    093 32 27.     (W)     SCALED    
 AE5187* NAVD 88     -       300.661  (meters)     986.42   (feet)  ADJUSTED  
 AE5187  ___________________________________________________________________
 AE5187  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AE5187  DYNAMIC HT  -         300.656 (meters)     986.40  (feet)  COMP
 AE5187  MODELED GRAV-     980,592.8   (mgal)                       NAVD 88
 AE5187
 AE5187  VERT ORDER  -  SECOND    CLASS I
 AE5187
 AE5187.The horizontal coordinates were scaled from a topographic map and have
 AE5187.an estimated accuracy of +/- 6 seconds.
 AE5187
 AE5187.The orthometric height was determined by differential leveling
 AE5187.and adjusted by the National Geodetic Survey in November 1999..
 AE5187
 AE5187.The geoid height was determined by GEOID03.
 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     -   306,680.      836,290.      MT  (+/- 180 meters Scaled)
 AE5187
 AE5187                          SUPERSEDED SURVEY CONTROL
 AE5187
 AE5187.No superseded survey control is available for this station.
 AE5187
 AE5187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK572674(NAD 83)
 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 - 1992
 AE5187
 AE5187  HISTORY     - Date     Condition        Report By
 AE5187  HISTORY     - 1992     MONUMENTED       MNDT
 AE5187  HISTORY     - 20021016 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2000 ***********************************************************************
 PP2000  DESIGNATION -  1002 B
 PP2000  PID         -  PP2000
 PP2000  STATE/COUNTY-  MN/CARVER
 PP2000  USGS QUAD   -  NORWOOD (1981)
 PP2000
 PP2000                         *CURRENT SURVEY CONTROL
 PP2000  ___________________________________________________________________
 PP2000* NAD 83(1986)-  44 48 09.     (N)    093 53 12.     (W)     SCALED    
 PP2000* NAVD 88     -       295.542  (meters)     969.62   (feet)  ADJUSTED  
 PP2000  ___________________________________________________________________
 PP2000  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PP2000  DYNAMIC HT  -         295.518 (meters)     969.55  (feet)  COMP
 PP2000  MODELED GRAV-     980,526.0   (mgal)                       NAVD 88
 PP2000
 PP2000  VERT ORDER  -  SECOND    CLASS 0
 PP2000
 PP2000.The horizontal coordinates were scaled from a topographic map and have
 PP2000.an estimated accuracy of +/- 6 seconds.
 PP2000
 PP2000.The orthometric height was determined by differential leveling
 PP2000.and adjusted by the National Geodetic Survey in June 1991..
 PP2000
 PP2000.The geoid height was determined by GEOID03.
 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     -   300,290.      808,970.      MT  (+/- 180 meters Scaled)
 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: 15TVK298613(NAD 83)
 PP2000_MARKER: DD = SURVEY DISK
 PP2000_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP2000_SP_SET: CULVERT
 PP2000_STAMPING: 1002-B 1949
 PP2000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2000
 PP2000  HISTORY     - Date     Condition        Report By
 PP2000  HISTORY     - 1949     MONUMENTED       MNDT
 PP2000  HISTORY     - 1972     GOOD             MNDT
 PP2000  HISTORY     - 1987     POOR             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2002 ***********************************************************************
 PP2002  DESIGNATION -  1002 D
 PP2002  PID         -  PP2002
 PP2002  STATE/COUNTY-  MN/CARVER
 PP2002  USGS QUAD   -  WACONIA (1993)
 PP2002
 PP2002                         *CURRENT SURVEY CONTROL
 PP2002  ___________________________________________________________________
 PP2002* NAD 83(1986)-  44 48 29.     (N)    093 52 25.     (W)     SCALED    
 PP2002* NAVD 88     -       294.409  (meters)     965.91   (feet)  ADJUSTED  
 PP2002  ___________________________________________________________________
 PP2002  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 PP2002  DYNAMIC HT  -         294.386 (meters)     965.83  (feet)  COMP
 PP2002  MODELED GRAV-     980,529.4   (mgal)                       NAVD 88
 PP2002
 PP2002  VERT ORDER  -  SECOND    CLASS 0
 PP2002
 PP2002.The horizontal coordinates were scaled from a topographic map and have
 PP2002.an estimated accuracy of +/- 6 seconds.
 PP2002
 PP2002.The orthometric height was determined by differential leveling
 PP2002.and adjusted by the National Geodetic Survey in June 1991..
 PP2002
 PP2002.The geoid height was determined by GEOID03.
 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     -   300,910.      810,000.      MT  (+/- 180 meters Scaled)
 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: 15TVK309619(NAD 83)
 PP2002_MARKER: DD = SURVEY DISK
 PP2002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 PP2003 ***********************************************************************
 PP2003  DESIGNATION -  1002 E
 PP2003  PID         -  PP2003
 PP2003  STATE/COUNTY-  MN/CARVER
 PP2003  USGS QUAD   -  WACONIA (1993)
 PP2003
 PP2003                         *CURRENT SURVEY CONTROL
 PP2003  ___________________________________________________________________
 PP2003* NAD 83(1986)-  44 48 43.     (N)    093 51 51.     (W)     SCALED    
 PP2003* NAVD 88     -       307.887  (meters)    1010.13   (feet)  ADJUSTED  
 PP2003  ___________________________________________________________________
 PP2003  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 PP2003  DYNAMIC HT  -         307.864 (meters)    1010.05  (feet)  COMP
 PP2003  MODELED GRAV-     980,531.8   (mgal)                       NAVD 88
 PP2003
 PP2003  VERT ORDER  -  SECOND    CLASS 0
 PP2003
 PP2003.The horizontal coordinates were scaled from a topographic map and have
 PP2003.an estimated accuracy of +/- 6 seconds.
 PP2003
 PP2003.The orthometric height was determined by differential leveling
 PP2003.and adjusted by the National Geodetic Survey in June 1991..
 PP2003
 PP2003.The geoid height was determined by GEOID03.
 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     -   301,340.      810,740.      MT  (+/- 180 meters Scaled)
 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: 15TVK316624(NAD 83)
 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 = OCTOBER  6, 2006
 PP2005 ***********************************************************************
 PP2005  DESIGNATION -  1002 F
 PP2005  PID         -  PP2005
 PP2005  STATE/COUNTY-  MN/CARVER
 PP2005  USGS QUAD   -  WACONIA (1993)
 PP2005
 PP2005                         *CURRENT SURVEY CONTROL
 PP2005  ___________________________________________________________________
 PP2005* NAD 83(1986)-  44 49 09.     (N)    093 50 49.     (W)     SCALED    
 PP2005* NAVD 88     -       302.083  (meters)     991.08   (feet)  ADJUSTED  
 PP2005  ___________________________________________________________________
 PP2005  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 PP2005  DYNAMIC HT  -         302.061 (meters)     991.01  (feet)  COMP
 PP2005  MODELED GRAV-     980,536.3   (mgal)                       NAVD 88
 PP2005
 PP2005  VERT ORDER  -  SECOND    CLASS 0
 PP2005
 PP2005.The horizontal coordinates were scaled from a topographic map and have
 PP2005.an estimated accuracy of +/- 6 seconds.
 PP2005
 PP2005.The orthometric height was determined by differential leveling
 PP2005.and adjusted by the National Geodetic Survey in June 1991..
 PP2005
 PP2005.The geoid height was determined by GEOID03.
 PP2005
 PP2005.The dynamic height is computed by dividing the NAVD 88
 PP2005.geopotential number by the normal gravity value computed on the
 PP2005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2005.degrees latitude (g = 980.6199 gals.).
 PP2005
 PP2005.The modeled gravity was interpolated from observed gravity values.
 PP2005
 PP2005;                    North         East    Units  Estimated Accuracy
 PP2005;SPC MN S     -   302,140.      812,110.      MT  (+/- 180 meters Scaled)
 PP2005
 PP2005                          SUPERSEDED SURVEY CONTROL
 PP2005
 PP2005  NGVD 29 (??/??/92)  302.007  (m)          990.83   (f) ADJ UNCH    2 0
 PP2005
 PP2005.Superseded values are not recommended for survey control.
 PP2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2005.See file dsdata.txt to determine how the superseded data were derived.
 PP2005
 PP2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK330632(NAD 83)
 PP2005_MARKER: DD = SURVEY DISK
 PP2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2005_STAMPING: 1002-F 1949
 PP2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2005+STABILITY: SURFACE MOTION
 PP2005
 PP2005  HISTORY     - Date     Condition        Report By
 PP2005  HISTORY     - 1949     MONUMENTED       MNDT
 PP2005  HISTORY     - 1972     GOOD             MNDT
 PP2005  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PP2005
 PP2005                          STATION DESCRIPTION
 PP2005
 PP2005'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2005'3.3 MI SW FROM WACONIA.
 PP2005'MARK IS LOCATED 3.3 MILES SOUTHWEST ALONG TH 5 FROM THE JUNCTION OF TH
 PP2005'5 AND TH 284 IN WACONIA, 2.5 MILES NORTHEAST OF TH 25 (NORTH), 75 FEET
 PP2005'SOUTHEAST OF THE CENTERLINE OF TH 5 AT MILE POINT 28.8 (STATION
 PP2005'149+00), 37 FEET NORTHWEST OF THE CHICAGO-NORTHWESTERN RAILROAD, 10
 PP2005'FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A STEEL WITNESS POST,
 PP2005'IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW
 PP2005'1/4 SECTION 33, T 116, R 25.
 PP2005
 PP2005                          STATION RECOVERY (1987)
 PP2005
 PP2005'RECOVERY NOTE BY US POWER SQUADRON 1987 (WWD)
 PP2005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2007 ***********************************************************************
 PP2007  DESIGNATION -  1002 G
 PP2007  PID         -  PP2007
 PP2007  STATE/COUNTY-  MN/CARVER
 PP2007  USGS QUAD   -  WACONIA (1993)
 PP2007
 PP2007                         *CURRENT SURVEY CONTROL
 PP2007  ___________________________________________________________________
 PP2007* NAD 83(1986)-  44 49 44.     (N)    093 49 27.     (W)     SCALED    
 PP2007* NAVD 88     -       299.712  (meters)     983.31   (feet)  ADJUSTED  
 PP2007  ___________________________________________________________________
 PP2007  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 PP2007  DYNAMIC HT  -         299.693 (meters)     983.24  (feet)  COMP
 PP2007  MODELED GRAV-     980,542.5   (mgal)                       NAVD 88
 PP2007
 PP2007  VERT ORDER  -  SECOND    CLASS 0
 PP2007
 PP2007.The horizontal coordinates were scaled from a topographic map and have
 PP2007.an estimated accuracy of +/- 6 seconds.
 PP2007
 PP2007.The orthometric height was determined by differential leveling
 PP2007.and adjusted by the National Geodetic Survey in June 1991..
 PP2007
 PP2007.The geoid height was determined by GEOID03.
 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     -   303,230.      813,900.      MT  (+/- 180 meters Scaled)
 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: 15TVK348642(NAD 83)
 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 = OCTOBER  6, 2006
 PP2015 ***********************************************************************
 PP2015  DESIGNATION -  1002 L
 PP2015  PID         -  PP2015
 PP2015  STATE/COUNTY-  MN/CARVER
 PP2015  USGS QUAD   -  WACONIA (1993)
 PP2015
 PP2015                         *CURRENT SURVEY CONTROL
 PP2015  ___________________________________________________________________
 PP2015* NAD 83(1986)-  44 51 22.     (N)    093 45 18.     (W)     SCALED    
 PP2015* NAVD 88     -       294.740  (meters)     966.99   (feet)  ADJUSTED  
 PP2015  ___________________________________________________________________
 PP2015  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 PP2015  DYNAMIC HT  -         294.726 (meters)     966.95  (feet)  COMP
 PP2015  MODELED GRAV-     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
 PP2015.and adjusted by the National Geodetic Survey in June 1991..
 PP2015
 PP2015.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2017 ***********************************************************************
 PP2017  DESIGNATION -  1002 M
 PP2017  PID         -  PP2017
 PP2017  STATE/COUNTY-  MN/CARVER
 PP2017  USGS QUAD   -  VICTORIA (1993)
 PP2017
 PP2017                         *CURRENT SURVEY CONTROL
 PP2017  ___________________________________________________________________
 PP2017* NAD 83(1986)-  44 51 44.     (N)    093 44 06.     (W)     SCALED    
 PP2017* NAVD 88     -       306.979  (meters)    1007.15   (feet)  ADJUSTED  
 PP2017  ___________________________________________________________________
 PP2017  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 PP2017  DYNAMIC HT  -         306.966 (meters)    1007.10  (feet)  COMP
 PP2017  MODELED GRAV-     980,565.4   (mgal)                       NAVD 88
 PP2017
 PP2017  VERT ORDER  -  SECOND    CLASS 0
 PP2017
 PP2017.The horizontal coordinates were scaled from a topographic map and have
 PP2017.an estimated accuracy of +/- 6 seconds.
 PP2017
 PP2017.The orthometric height was determined by differential leveling
 PP2017.and adjusted by the National Geodetic Survey in June 1991..
 PP2017
 PP2017.The geoid height was determined by GEOID03.
 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     -   306,950.      820,940.      MT  (+/- 180 meters Scaled)
 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: 15TVK419679(NAD 83)
 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
 PP2017  HISTORY     - Date     Condition        Report By
 PP2017  HISTORY     - 1949     MONUMENTED       MNDT
 PP2017  HISTORY     - 1972     GOOD             MNDT
 PP2017  HISTORY     - 19910916 MARK NOT FOUND   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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2018 ***********************************************************************
 PP2018  DESIGNATION -  1002 N
 PP2018  PID         -  PP2018
 PP2018  STATE/COUNTY-  MN/CARVER
 PP2018  USGS QUAD   -  VICTORIA (1993)
 PP2018
 PP2018                         *CURRENT SURVEY CONTROL
 PP2018  ___________________________________________________________________
 PP2018* NAD 83(1986)-  44 51 45.     (N)    093 43 21.     (W)     SCALED    
 PP2018* NAVD 88     -       310.042  (meters)    1017.20   (feet)  ADJUSTED  
 PP2018  ___________________________________________________________________
 PP2018  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 PP2018  DYNAMIC HT  -         310.030 (meters)    1017.16  (feet)  COMP
 PP2018  MODELED GRAV-     980,568.7   (mgal)                       NAVD 88
 PP2018
 PP2018  VERT ORDER  -  SECOND    CLASS 0
 PP2018
 PP2018.The horizontal coordinates were scaled from a topographic map and have
 PP2018.an estimated accuracy of +/- 6 seconds.
 PP2018
 PP2018.The orthometric height was determined by differential leveling
 PP2018.and adjusted by the National Geodetic Survey in June 1991..
 PP2018
 PP2018.The geoid height was determined by GEOID03.
 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     -   306,980.      821,930.      MT  (+/- 180 meters Scaled)
 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: 15TVK429679(NAD 83)
 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 = OCTOBER  6, 2006
 PP2019 ***********************************************************************
 PP2019  DESIGNATION -  1002 O
 PP2019  PID         -  PP2019
 PP2019  STATE/COUNTY-  MN/CARVER
 PP2019  USGS QUAD   -  VICTORIA (1993)
 PP2019
 PP2019                         *CURRENT SURVEY CONTROL
 PP2019  ___________________________________________________________________
 PP2019* NAD 83(1986)-  44 51 46.     (N)    093 42 42.     (W)     SCALED    
 PP2019* NAVD 88     -       291.410  (meters)     956.07   (feet)  ADJUSTED  
 PP2019  ___________________________________________________________________
 PP2019  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 PP2019  DYNAMIC HT  -         291.399 (meters)     956.03  (feet)  COMP
 PP2019  MODELED GRAV-     980,571.4   (mgal)                       NAVD 88
 PP2019
 PP2019  VERT ORDER  -  SECOND    CLASS 0
 PP2019
 PP2019.The horizontal coordinates were scaled from a topographic map and have
 PP2019.an estimated accuracy of +/- 6 seconds.
 PP2019
 PP2019.The orthometric height was determined by differential leveling
 PP2019.and adjusted by the National Geodetic Survey in June 1991..
 PP2019
 PP2019.The geoid height was determined by GEOID03.
 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     -   307,020.      822,790.      MT  (+/- 180 meters Scaled)
 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: 15TVK437679(NAD 83)
 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
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2021 ***********************************************************************
 PP2021  DESIGNATION -  1002 P
 PP2021  PID         -  PP2021
 PP2021  STATE/COUNTY-  MN/CARVER
 PP2021  USGS QUAD   -  VICTORIA (1993)
 PP2021
 PP2021                         *CURRENT SURVEY CONTROL
 PP2021  ___________________________________________________________________
 PP2021* NAD 83(1986)-  44 51 45.     (N)    093 41 47.     (W)     SCALED    
 PP2021* NAVD 88     -       295.982  (meters)     971.07   (feet)  ADJUSTED  
 PP2021  ___________________________________________________________________
 PP2021  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 PP2021  DYNAMIC HT  -         295.972 (meters)     971.03  (feet)  COMP
 PP2021  MODELED GRAV-     980,575.3   (mgal)                       NAVD 88
 PP2021
 PP2021  VERT ORDER  -  SECOND    CLASS 0
 PP2021
 PP2021.The horizontal coordinates were scaled from a topographic map and have
 PP2021.an estimated accuracy of +/- 6 seconds.
 PP2021
 PP2021.The orthometric height was determined by differential leveling
 PP2021.and adjusted by the National Geodetic Survey in June 1991..
 PP2021
 PP2021.The geoid height was determined by GEOID03.
 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     -   306,990.      824,000.      MT  (+/- 180 meters Scaled)
 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: 15TVK449679(NAD 83)
 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 = OCTOBER  6, 2006
 PP2022 ***********************************************************************
 PP2022  DESIGNATION -  1002 Q
 PP2022  PID         -  PP2022
 PP2022  STATE/COUNTY-  MN/CARVER
 PP2022  USGS QUAD   -  VICTORIA (1993)
 PP2022
 PP2022                         *CURRENT SURVEY CONTROL
 PP2022  ___________________________________________________________________
 PP2022* NAD 83(1986)-  44 51 33.     (N)    093 41 10.     (W)     SCALED    
 PP2022* NAVD 88     -       303.841  (meters)     996.85   (feet)  ADJUSTED  
 PP2022  ___________________________________________________________________
 PP2022  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 PP2022  DYNAMIC HT  -         303.832 (meters)     996.82  (feet)  COMP
 PP2022  MODELED GRAV-     980,578.4   (mgal)                       NAVD 88
 PP2022
 PP2022  VERT ORDER  -  SECOND    CLASS 0
 PP2022
 PP2022.The horizontal coordinates were scaled from a topographic map and have
 PP2022.an estimated accuracy of +/- 6 seconds.
 PP2022
 PP2022.The orthometric height was determined by differential leveling
 PP2022.and adjusted by the National Geodetic Survey in June 1991..
 PP2022
 PP2022.The geoid height was determined by GEOID03.
 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     -   306,620.      824,810.      MT  (+/- 180 meters Scaled)
 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: 15TVK457675(NAD 83)
 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
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2023 ***********************************************************************
 PP2023  DESIGNATION -  1002 R
 PP2023  PID         -  PP2023
 PP2023  STATE/COUNTY-  MN/CARVER
 PP2023  USGS QUAD   -  VICTORIA (1993)
 PP2023
 PP2023                         *CURRENT SURVEY CONTROL
 PP2023  ___________________________________________________________________
 PP2023* NAD 83(1986)-  44 51 37.     (N)    093 40 44.     (W)     SCALED    
 PP2023* NAVD 88     -       292.199  (meters)     958.66   (feet)  ADJUSTED  
 PP2023  ___________________________________________________________________
 PP2023  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 PP2023  DYNAMIC HT  -         292.190 (meters)     958.63  (feet)  COMP
 PP2023  MODELED GRAV-     980,579.8   (mgal)                       NAVD 88
 PP2023
 PP2023  VERT ORDER  -  SECOND    CLASS 0
 PP2023
 PP2023.The horizontal coordinates were scaled from a topographic map and have
 PP2023.an estimated accuracy of +/- 6 seconds.
 PP2023
 PP2023.The orthometric height was determined by differential leveling
 PP2023.and adjusted by the National Geodetic Survey in June 1991..
 PP2023
 PP2023.The geoid height was determined by GEOID03.
 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     -   306,750.      825,380.      MT  (+/- 180 meters Scaled)
 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: 15TVK463676(NAD 83)
 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 = OCTOBER  6, 2006
 PP2025 ***********************************************************************
 PP2025  DESIGNATION -  1002 S
 PP2025  PID         -  PP2025
 PP2025  STATE/COUNTY-  MN/CARVER
 PP2025  USGS QUAD   -  VICTORIA (1993)
 PP2025
 PP2025                         *CURRENT SURVEY CONTROL
 PP2025  ___________________________________________________________________
 PP2025* NAD 83(1986)-  44 51 39.     (N)    093 40 02.     (W)     SCALED    
 PP2025* NAVD 88     -       291.790  (meters)     957.31   (feet)  ADJUSTED  
 PP2025  ___________________________________________________________________
 PP2025  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 PP2025  DYNAMIC HT  -         291.782 (meters)     957.29  (feet)  COMP
 PP2025  MODELED GRAV-     980,582.4   (mgal)                       NAVD 88
 PP2025
 PP2025  VERT ORDER  -  SECOND    CLASS I
 PP2025
 PP2025.The horizontal coordinates were scaled from a topographic map and have
 PP2025.an estimated accuracy of +/- 6 seconds.
 PP2025
 PP2025.The orthometric height was determined by differential leveling
 PP2025.and adjusted by the National Geodetic Survey in November 1999..
 PP2025
 PP2025.The geoid height was determined by GEOID03.
 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     -   306,820.      826,300.      MT  (+/- 180 meters Scaled)
 PP2025
 PP2025                          SUPERSEDED SURVEY CONTROL
 PP2025
 PP2025  NAVD 88 (06/15/91)  291.768  (m)          957.24   (f) UNKNOWN     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: 15TVK472677(NAD 83)
 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 = OCTOBER  6, 2006
 PP2026 ***********************************************************************
 PP2026  DESIGNATION -  1002 S 1
 PP2026  PID         -  PP2026
 PP2026  STATE/COUNTY-  MN/CARVER
 PP2026  USGS QUAD   -  VICTORIA (1993)
 PP2026
 PP2026                         *CURRENT SURVEY CONTROL
 PP2026  ___________________________________________________________________
 PP2026* NAD 83(1986)-  44 51 31.     (N)    093 39 49.     (W)     SCALED    
 PP2026* NAVD 88     -       300.779  (meters)     986.81   (feet)  ADJUSTED  
 PP2026  ___________________________________________________________________
 PP2026  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 PP2026  DYNAMIC HT  -         300.772 (meters)     986.78  (feet)  COMP
 PP2026  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 PP2026
 PP2026  VERT ORDER  -  SECOND    CLASS 0
 PP2026
 PP2026.The horizontal coordinates were scaled from a topographic map and have
 PP2026.an estimated accuracy of +/- 6 seconds.
 PP2026
 PP2026.The orthometric height was determined by differential leveling
 PP2026.and adjusted by the National Geodetic Survey in June 1991..
 PP2026
 PP2026.The geoid height was determined by GEOID03.
 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     -   306,570.      826,590.      MT  (+/- 180 meters Scaled)
 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: 15TVK475674(NAD 83)
 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 NOT SUITABLE FOR
 PP2026+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1992
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2028 ***********************************************************************
 PP2028  DESIGNATION -  1002 V
 PP2028  PID         -  PP2028
 PP2028  STATE/COUNTY-  MN/CARVER
 PP2028  USGS QUAD   -  VICTORIA (1993)
 PP2028
 PP2028                         *CURRENT SURVEY CONTROL
 PP2028  ___________________________________________________________________
 PP2028* NAD 83(1986)-  44 52 00.     (N)    093 38 24.     (W)     SCALED    
 PP2028* NAVD 88     -       299.039  (meters)     981.10   (feet)  ADJUSTED  
 PP2028  ___________________________________________________________________
 PP2028  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 PP2028  DYNAMIC HT  -         299.033 (meters)     981.08  (feet)  COMP
 PP2028  MODELED GRAV-     980,586.9   (mgal)                       NAVD 88
 PP2028
 PP2028  VERT ORDER  -  SECOND    CLASS 0
 PP2028
 PP2028.The horizontal coordinates were scaled from a topographic map and have
 PP2028.an estimated accuracy of +/- 6 seconds.
 PP2028
 PP2028.The orthometric height was determined by differential leveling
 PP2028.and adjusted by the National Geodetic Survey in June 1991..
 PP2028
 PP2028.The geoid height was determined by GEOID03.
 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     -   307,470.      828,450.      MT  (+/- 180 meters Scaled)
 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: 15TVK494683(NAD 83)
 PP2028_MARKER: DB = BENCH MARK DISK
 PP2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2028_STAMPING: 1002 V 1949
 PP2028_MARK LOGO: MNDT  
 PP2028_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 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 - September 08, 1992
 PP2028
 PP2028  HISTORY     - Date     Condition        Report By
 PP2028  HISTORY     - 1949     MONUMENTED       MNDT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1981 ***********************************************************************
 PP1981  DESIGNATION -  1002 W
 PP1981  PID         -  PP1981
 PP1981  STATE/COUNTY-  MN/CARVER
 PP1981  USGS QUAD   -  SHAKOPEE (1993)
 PP1981
 PP1981                         *CURRENT SURVEY CONTROL
 PP1981  ___________________________________________________________________
 PP1981* NAD 83(1986)-  44 51 44.     (N)    093 31 52.     (W)     SCALED    
 PP1981* NAVD 88     -       291.053  (meters)     954.90   (feet)  ADJUSTED  
 PP1981  ___________________________________________________________________
 PP1981  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 PP1981  DYNAMIC HT  -         291.048 (meters)     954.88  (feet)  COMP
 PP1981  MODELED GRAV-     980,590.6   (mgal)                       NAVD 88
 PP1981
 PP1981  VERT ORDER  -  SECOND    CLASS 0
 PP1981
 PP1981.The horizontal coordinates were scaled from a topographic map and have
 PP1981.an estimated accuracy of +/- 6 seconds.
 PP1981
 PP1981.The orthometric height was determined by differential leveling
 PP1981.and adjusted by the National Geodetic Survey in June 1991..
 PP1981
 PP1981.The geoid height was determined by GEOID03.
 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     -   307,020.      837,060.      MT  (+/- 180 meters Scaled)
 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: 15TVK580677(NAD 83)
 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 = OCTOBER  6, 2006
 PQ0068 ***********************************************************************
 PQ0068  DESIGNATION -  1003 A RESET
 PQ0068  PID         -  PQ0068
 PQ0068  STATE/COUNTY-  MN/CARVER
 PQ0068  USGS QUAD   -  WINSTED (1982)
 PQ0068
 PQ0068                         *CURRENT SURVEY CONTROL
 PQ0068  ___________________________________________________________________
 PQ0068* NAD 83(1996)-  44 54 21.12013(N)    094 00 44.19804(W)     ADJUSTED  
 PQ0068* NAVD 88     -       302.360  (meters)     991.99   (feet)  ADJUSTED  
 PQ0068  ___________________________________________________________________
 PQ0068  X           -    -316,627.643 (meters)                     COMP
 PQ0068  Y           -  -4,514,085.795 (meters)                     COMP
 PQ0068  Z           -   4,480,139.289 (meters)                     COMP
 PQ0068  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 PQ0068  ELLIP HEIGHT-         274.92  (meters)          (06/18/03) GPS OBS
 PQ0068  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 PQ0068  DYNAMIC HT  -         302.333 (meters)     991.90  (feet)  COMP
 PQ0068  MODELED GRAV-     980,520.3   (mgal)                       NAVD 88
 PQ0068
 PQ0068  HORZ ORDER  -  FIRST
 PQ0068  VERT ORDER  -  SECOND    CLASS I
 PQ0068  ELLP ORDER  -  THIRD     CLASS I
 PQ0068
 PQ0068.The horizontal coordinates were established by GPS observations
 PQ0068.and adjusted by the MN DEPT OF TRANSP in June 2003..
 PQ0068
 PQ0068.The orthometric height was determined by differential leveling
 PQ0068.and adjusted by the National Geodetic Survey in February 2005..
 PQ0068
 PQ0068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0068
 PQ0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0068
 PQ0068.The ellipsoidal height was determined by GPS observations
 PQ0068.and is referenced to NAD 83.
 PQ0068
 PQ0068.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ0068;SPC MN S     -   311,766.224   799,030.447   MT  0.99994692   -0 00 31.0
 PQ0068;UTM  15      - 4,972,991.850   420,086.520   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  =   0.99990382
 PQ0068!UTM  15      -   0.99995690  x   0.99967853  =   0.99963544
 PQ0068
 PQ0068                          SUPERSEDED SURVEY CONTROL
 PQ0068
 PQ0068  NAVD 88 (06/15/91)  302.371  (m)          992.03   (f) UNKNOWN     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: 15TVK2008772992(NAD 83)
 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_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 - November 24, 1998
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0066 ***********************************************************************
 PQ0066  DESIGNATION -  1003 B
 PQ0066  PID         -  PQ0066
 PQ0066  STATE/COUNTY-  MN/CARVER
 PQ0066  USGS QUAD   -  WINSTED (1982)
 PQ0066
 PQ0066                         *CURRENT SURVEY CONTROL
 PQ0066  ___________________________________________________________________
 PQ0066* NAD 83(1986)-  44 54 23.     (N)    094 00 06.     (W)     SCALED    
 PQ0066* NAVD 88     -       302.788  (meters)     993.40   (feet)  ADJUSTED  
 PQ0066  ___________________________________________________________________
 PQ0066  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 PQ0066  DYNAMIC HT  -         302.762 (meters)     993.31  (feet)  COMP
 PQ0066  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 PQ0066
 PQ0066  VERT ORDER  -  SECOND    CLASS I
 PQ0066
 PQ0066.The horizontal coordinates were scaled from a topographic map and have
 PQ0066.an estimated accuracy of +/- 6 seconds.
 PQ0066
 PQ0066.The orthometric height was determined by differential leveling
 PQ0066.and adjusted by the National Geodetic Survey in June 1991..
 PQ0066
 PQ0066.The geoid height was determined by GEOID03.
 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     -   311,820.      799,870.      MT  (+/- 180 meters Scaled)
 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: 15TVK209730(NAD 83)
 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_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 - April 01, 1998
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1894 ***********************************************************************
 PP1894  DESIGNATION -  1003 C RESET
 PP1894  PID         -  PP1894
 PP1894  STATE/COUNTY-  MN/CARVER
 PP1894  USGS QUAD   -  MAYER (1981)
 PP1894
 PP1894                         *CURRENT SURVEY CONTROL
 PP1894  ___________________________________________________________________
 PP1894* NAD 83(1986)-  44 54 24.     (N)    093 58 45.     (W)     SCALED    
 PP1894* NAVD 88     -       298.862  (meters)     980.52   (feet)  ADJUSTED  
 PP1894  ___________________________________________________________________
 PP1894  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 PP1894  DYNAMIC HT  -         298.838 (meters)     980.44  (feet)  COMP
 PP1894  MODELED GRAV-     980,527.7   (mgal)                       NAVD 88
 PP1894
 PP1894  VERT ORDER  -  SECOND    CLASS I
 PP1894
 PP1894.The horizontal coordinates were scaled from a topographic map and have
 PP1894.an estimated accuracy of +/- 6 seconds.
 PP1894
 PP1894.The orthometric height was determined by differential leveling
 PP1894.and adjusted by the National Geodetic Survey in February 2005..
 PP1894
 PP1894.The geoid height was determined by GEOID03.
 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     -   311,860.      801,650.      MT  (+/- 180 meters Scaled)
 PP1894
 PP1894                          SUPERSEDED SURVEY CONTROL
 PP1894
 PP1894  NAVD 88 (06/15/91)  298.856  (m)          980.50   (f) UNKNOWN     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: 15TVK227730(NAD 83)
 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_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 - April 01, 1998
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1901 ***********************************************************************
 PP1901  DESIGNATION -  1003 E
 PP1901  PID         -  PP1901
 PP1901  STATE/COUNTY-  MN/CARVER
 PP1901  USGS QUAD   -  MAYER (1981)
 PP1901
 PP1901                         *CURRENT SURVEY CONTROL
 PP1901  ___________________________________________________________________
 PP1901* NAD 83(1996)-  44 54 20.79160(N)    093 57 42.56617(W)     ADJUSTED  
 PP1901* NAVD 88     -       302.587  (meters)     992.74   (feet)  ADJUSTED  
 PP1901  ___________________________________________________________________
 PP1901  X           -    -312,653.032 (meters)                     COMP
 PP1901  Y           -  -4,514,370.186 (meters)                     COMP
 PP1901  Z           -   4,480,132.289 (meters)                     COMP
 PP1901  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 PP1901  ELLIP HEIGHT-         275.18  (meters)          (06/18/03) GPS OBS
 PP1901  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 PP1901  DYNAMIC HT  -         302.563 (meters)     992.66  (feet)  COMP
 PP1901  MODELED GRAV-     980,528.3   (mgal)                       NAVD 88
 PP1901
 PP1901  HORZ ORDER  -  FIRST
 PP1901  VERT ORDER  -  SECOND    CLASS 0
 PP1901  ELLP ORDER  -  THIRD     CLASS I
 PP1901
 PP1901.The horizontal coordinates were established by GPS observations
 PP1901.and adjusted by the MN DEPT OF TRANSP in June 2003..
 PP1901
 PP1901.The orthometric height was determined by differential leveling
 PP1901.and adjusted by the National Geodetic Survey in June 1991..
 PP1901
 PP1901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1901
 PP1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1901
 PP1901.The ellipsoidal height was determined by GPS observations
 PP1901.and is referenced to NAD 83.
 PP1901
 PP1901.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1901;SPC MN S     -   311,756.714   803,014.831   MT  0.99994691   +0 01 36.3
 PP1901;UTM  15      - 4,972,933.268   424,069.400   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  =   0.99990377
 PP1901!UTM  15      -   0.99995686  x   0.99967089  =   0.99962776
 PP1901
 PP1901:                Primary Azimuth Mark                     Grid Az
 PP1901:SPC MN S     -  1003 F                                   089 49 49.5
 PP1901:UTM  15      -  1003 F                                   090 32 10.3
 PP1901
 PP1901|---------------------------------------------------------------------|
 PP1901| PID    Reference Object                     Distance      Geod. Az  |
 PP1901|                                                           dddmmss.s |
 PP1901| PP1902 1003 F                              APPROX. 1.0 KM 0895125.8 |
 PP1901|---------------------------------------------------------------------|
 PP1901
 PP1901                          SUPERSEDED SURVEY CONTROL
 PP1901
 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_MARKER: DB = BENCH MARK DISK
 PP1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1901_STAMPING: 1003 E 1968
 PP1901_MARK LOGO: MNHD  
 PP1901_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1901+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 PP1901
 PP1901  HISTORY     - Date     Condition        Report By
 PP1901  HISTORY     - 1968     MONUMENTED       MNDT
 PP1901  HISTORY     - 1972     GOOD             MNDT
 PP1901  HISTORY     - 19980401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1902 ***********************************************************************
 PP1902  DESIGNATION -  1003 F
 PP1902  PID         -  PP1902
 PP1902  STATE/COUNTY-  MN/CARVER
 PP1902  USGS QUAD   -  MAYER (1981)
 PP1902
 PP1902                         *CURRENT SURVEY CONTROL
 PP1902  ___________________________________________________________________
 PP1902* NAD 83(1996)-  44 54 20.86632(N)    093 56 59.09547(W)     ADJUSTED  
 PP1902* NAVD 88     -       301.921  (meters)     990.55   (feet)  ADJUSTED  
 PP1902  ___________________________________________________________________
 PP1902  X           -    -311,701.469 (meters)                     COMP
 PP1902  Y           -  -4,514,433.894 (meters)                     COMP
 PP1902  Z           -   4,480,133.464 (meters)                     COMP
 PP1902  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 PP1902  ELLIP HEIGHT-         274.53  (meters)          (06/18/03) GPS OBS
 PP1902  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 PP1902  DYNAMIC HT  -         301.897 (meters)     990.47  (feet)  COMP
 PP1902  MODELED GRAV-     980,528.9   (mgal)                       NAVD 88
 PP1902
 PP1902  HORZ ORDER  -  FIRST
 PP1902  VERT ORDER  -  SECOND    CLASS 0
 PP1902  ELLP ORDER  -  THIRD     CLASS I
 PP1902
 PP1902.The horizontal coordinates were established by GPS observations
 PP1902.and adjusted by the MN DEPT OF TRANSP in June 2003..
 PP1902
 PP1902.The orthometric height was determined by differential leveling
 PP1902.and adjusted by the National Geodetic Survey in June 1991..
 PP1902.WARNING-Repeat measurements at this control monument indicate possible
 PP1902.vertical movement.
 PP1902
 PP1902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1902
 PP1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1902
 PP1902.The ellipsoidal height was determined by GPS observations
 PP1902.and is referenced to NAD 83.
 PP1902
 PP1902.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1902;SPC MN S     -   311,759.536   803,968.429   MT  0.99994691   +0 02 06.8
 PP1902;UTM  15      - 4,972,924.347   425,022.696   MT  0.99966912   -0 40 13.8
 PP1902
 PP1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1902!SPC MN S     -   0.99995696  x   0.99994691  =   0.99990387
 PP1902!UTM  15      -   0.99995696  x   0.99966912  =   0.99962609
 PP1902
 PP1902:                Primary Azimuth Mark                     Grid Az
 PP1902:SPC MN S     -  1003 E                                   269 49 49.7
 PP1902:UTM  15      -  1003 E                                   270 32 10.3
 PP1902
 PP1902|---------------------------------------------------------------------|
 PP1902| PID    Reference Object                     Distance      Geod. Az  |
 PP1902|                                                           dddmmss.s |
 PP1902| PP1901 1003 E                              APPROX. 1.0 KM 2695156.5 |
 PP1902|---------------------------------------------------------------------|
 PP1902
 PP1902                          SUPERSEDED SURVEY CONTROL
 PP1902
 PP1902  NAVD 88 (06/18/03)  301.92   (m)          990.5    (f) LEVELING    3  
 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: 15TVK2502372924(NAD 83)
 PP1902_MARKER: DB = BENCH MARK DISK
 PP1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1902_SP_SET: CONCRETE POST
 PP1902_STAMPING: 1003 F 1968
 PP1902_MARK LOGO: MNHD  
 PP1902_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1902+STABILITY: SURFACE MOTION
 PP1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1902+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1905 ***********************************************************************
 PP1905  DESIGNATION -  1003 H
 PP1905  PID         -  PP1905
 PP1905  STATE/COUNTY-  MN/CARVER
 PP1905  USGS QUAD   -  MAYER (1981)
 PP1905
 PP1905                         *CURRENT SURVEY CONTROL
 PP1905  ___________________________________________________________________
 PP1905* NAD 83(1996)-  44 54 20.59278(N)    093 56 02.12396(W)     ADJUSTED  
 PP1905* NAVD 88     -       299.763  (meters)     983.47   (feet)  ADJUSTED  
 PP1905  ___________________________________________________________________
 PP1905  X           -    -310,454.849 (meters)                     COMP
 PP1905  Y           -  -4,514,524.237 (meters)                     COMP
 PP1905  Z           -   4,480,125.959 (meters)                     COMP
 PP1905  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 PP1905  ELLIP HEIGHT-         272.37  (meters)          (06/18/03) GPS OBS
 PP1905  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 PP1905  DYNAMIC HT  -         299.739 (meters)     983.39  (feet)  COMP
 PP1905  MODELED GRAV-     980,529.8   (mgal)                       NAVD 88
 PP1905
 PP1905  HORZ ORDER  -  FIRST
 PP1905  VERT ORDER  -  SECOND    CLASS 0
 PP1905  ELLP ORDER  -  THIRD     CLASS I
 PP1905
 PP1905.The horizontal coordinates were established by GPS observations
 PP1905.and adjusted by the MN DEPT OF TRANSP in June 2003..
 PP1905
 PP1905.The orthometric height was determined by differential leveling
 PP1905.and adjusted by the National Geodetic Survey in June 1991..
 PP1905
 PP1905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1905
 PP1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1905
 PP1905.The ellipsoidal height was determined by GPS observations
 PP1905.and is referenced to NAD 83.
 PP1905
 PP1905.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1905;SPC MN S     -   311,751.982   805,218.196   MT  0.99994690   +0 02 46.7
 PP1905;UTM  15      - 4,972,901.407   426,271.927   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  =   0.99990420
 PP1905!UTM  15      -   0.99995730  x   0.99966684  =   0.99962415
 PP1905
 PP1905|---------------------------------------------------------------------|
 PP1905| PID    Reference Object                     Distance      Geod. Az  |
 PP1905|                                                           dddmmss.s |
 PP1905| PP3131 ASTRO                               290.304 METERS 08836     |
 PP1905|---------------------------------------------------------------------|
 PP1905
 PP1905                          SUPERSEDED SURVEY CONTROL
 PP1905
 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: 15TVK2627272901(NAD 83)
 PP1905_MARKER: DB = BENCH MARK DISK
 PP1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1905_STAMPING: 1003 H 1968
 PP1905_MARK LOGO: MNHD  
 PP1905_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1905+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 PP1905
 PP1905  HISTORY     - Date     Condition        Report By
 PP1905  HISTORY     - 1968     MONUMENTED       MNDT
 PP1905  HISTORY     - 1972     GOOD             MNDT
 PP1905  HISTORY     - 19980401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1907 ***********************************************************************
 PP1907  DESIGNATION -  1003 I RESET
 PP1907  PID         -  PP1907
 PP1907  STATE/COUNTY-  MN/CARVER
 PP1907  USGS QUAD   -  MAYER (1981)
 PP1907
 PP1907                         *CURRENT SURVEY CONTROL
 PP1907  ___________________________________________________________________
 PP1907* NAD 83(1986)-  44 54 21.     (N)    093 55 18.     (W)     SCALED    
 PP1907* NAVD 88     -       299.396  (meters)     982.27   (feet)  ADJUSTED  
 PP1907  ___________________________________________________________________
 PP1907  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 PP1907  DYNAMIC HT  -         299.373 (meters)     982.19  (feet)  COMP
 PP1907  MODELED GRAV-     980,530.7   (mgal)                       NAVD 88
 PP1907
 PP1907  VERT ORDER  -  SECOND    CLASS 0
 PP1907
 PP1907.The horizontal coordinates were scaled from a topographic map and have
 PP1907.an estimated accuracy of +/- 6 seconds.
 PP1907
 PP1907.The orthometric height was determined by differential leveling
 PP1907.and adjusted by the National Geodetic Survey in June 1991..
 PP1907
 PP1907.The geoid height was determined by GEOID03.
 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     -   311,770.      806,190.      MT  (+/- 180 meters Scaled)
 PP1907
 PP1907                          SUPERSEDED SURVEY CONTROL
 PP1907
 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: 15TVK272729(NAD 83)
 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_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1907+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 PP1907
 PP1907  HISTORY     - Date     Condition        Report By
 PP1907  HISTORY     - 1971     MONUMENTED       MNDT
 PP1907  HISTORY     - 1972     GOOD             MNDT
 PP1907  HISTORY     - 19980401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1914 ***********************************************************************
 PP1914  DESIGNATION -  1003 K
 PP1914  PID         -  PP1914
 PP1914  STATE/COUNTY-  MN/CARVER
 PP1914  USGS QUAD   -  WATERTOWN (1993)
 PP1914
 PP1914                         *CURRENT SURVEY CONTROL
 PP1914  ___________________________________________________________________
 PP1914* NAD 83(1996)-  44 54 19.47502(N)    093 51 42.41223(W)     ADJUSTED  
 PP1914* NAVD 88     -       297.870  (meters)     977.26   (feet)  ADJUSTED  
 PP1914  ___________________________________________________________________
 PP1914  X           -    -304,771.839 (meters)                     COMP
 PP1914  Y           -  -4,514,934.568 (meters)                     COMP
 PP1914  Z           -   4,480,100.227 (meters)                     COMP
 PP1914  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 PP1914  ELLIP HEIGHT-         270.54  (meters)          (06/18/03) GPS OBS
 PP1914  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PP1914  DYNAMIC HT  -         297.849 (meters)     977.19  (feet)  COMP
 PP1914  MODELED GRAV-     980,536.5   (mgal)                       NAVD 88
 PP1914
 PP1914  HORZ ORDER  -  FIRST
 PP1914  VERT ORDER  -  SECOND    CLASS 0
 PP1914  ELLP ORDER  -  THIRD     CLASS I
 PP1914
 PP1914.The horizontal coordinates were established by GPS observations
 PP1914.and adjusted by the MN DEPT OF TRANSP in June 2003..
 PP1914
 PP1914.The orthometric height was determined by differential leveling
 PP1914.and adjusted by the National Geodetic Survey in June 1991..
 PP1914
 PP1914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1914
 PP1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1914
 PP1914.The ellipsoidal height was determined by GPS observations
 PP1914.and is referenced to NAD 83.
 PP1914
 PP1914.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1914;SPC MN S     -   311,724.598   810,915.448   MT  0.99994686   +0 05 48.8
 PP1914;UTM  15      - 4,972,803.908   431,966.786   MT  0.99965691   -0 36 30.2
 PP1914
 PP1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1914!SPC MN S     -   0.99995758  x   0.99994686  =   0.99990445
 PP1914!UTM  15      -   0.99995758  x   0.99965691  =   0.99961451
 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  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: 15TVK3196772804(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1918 ***********************************************************************
 PP1918  DESIGNATION -  1003 L
 PP1918  PID         -  PP1918
 PP1918  STATE/COUNTY-  MN/CARVER
 PP1918  USGS QUAD   -  WATERTOWN (1993)
 PP1918
 PP1918                         *CURRENT SURVEY CONTROL
 PP1918  ___________________________________________________________________
 PP1918* NAD 83(1996)-  44 54 19.39336(N)    093 51 02.16961(W)     ADJUSTED  
 PP1918* NAVD 88     -       297.872  (meters)     977.27   (feet)  ADJUSTED  
 PP1918  ___________________________________________________________________
 PP1918  X           -    -303,891.082 (meters)                     COMP
 PP1918  Y           -  -4,514,995.740 (meters)                     COMP
 PP1918  Z           -   4,480,098.463 (meters)                     COMP
 PP1918  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 PP1918  ELLIP HEIGHT-         270.57  (meters)          (06/18/03) GPS OBS
 PP1918  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 PP1918  DYNAMIC HT  -         297.851 (meters)     977.20  (feet)  COMP
 PP1918  MODELED GRAV-     980,537.8   (mgal)                       NAVD 88
 PP1918
 PP1918  HORZ ORDER  -  FIRST
 PP1918  VERT ORDER  -  SECOND    CLASS 0
 PP1918  ELLP ORDER  -  THIRD     CLASS I
 PP1918
 PP1918.The horizontal coordinates were established by GPS observations
 PP1918.and adjusted by the MN DEPT OF TRANSP in June 2003..
 PP1918
 PP1918.The orthometric height was determined by differential leveling
 PP1918.and adjusted by the National Geodetic Survey in June 1991..
 PP1918
 PP1918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1918
 PP1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1918
 PP1918.The ellipsoidal height was determined by GPS observations
 PP1918.and is referenced to NAD 83.
 PP1918
 PP1918.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1918;SPC MN S     -   311,723.631   811,798.243   MT  0.99994686   +0 06 17.0
 PP1918;UTM  15      - 4,972,792.078   432,849.246   MT  0.99965545   -0 36 01.8
 PP1918
 PP1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1918!SPC MN S     -   0.99995758  x   0.99994686  =   0.99990444
 PP1918!UTM  15      -   0.99995758  x   0.99965545  =   0.99961304
 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  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_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 13 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 - October 06, 2005
 PP1918
 PP1918  HISTORY     - Date     Condition        Report By
 PP1918  HISTORY     - 1968     MONUMENTED       MNHD
 PP1918  HISTORY     - 1972     GOOD             MNDT
 PP1918  HISTORY     - 19980401 GOOD             MNDT
 PP1918  HISTORY     - 20040902 GOOD             MNDT
 PP1918  HISTORY     - 20051006 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1921 ***********************************************************************
 PP1921  DESIGNATION -  1003 N
 PP1921  PID         -  PP1921
 PP1921  STATE/COUNTY-  MN/CARVER
 PP1921  USGS QUAD   -  WATERTOWN (1993)
 PP1921
 PP1921                         *CURRENT SURVEY CONTROL
 PP1921  ___________________________________________________________________
 PP1921* NAD 83(1986)-  44 54 20.     (N)    093 49 24.     (W)     SCALED    
 PP1921* NAVD 88     -       304.593  (meters)     999.32   (feet)  ADJUSTED  
 PP1921  ___________________________________________________________________
 PP1921  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 PP1921  DYNAMIC HT  -         304.573 (meters)     999.25  (feet)  COMP
 PP1921  MODELED GRAV-     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
 PP1921.and adjusted by the National Geodetic Survey in June 1991..
 PP1921
 PP1921.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1922 ***********************************************************************
 PP1922  DESIGNATION -  1003 O
 PP1922  PID         -  PP1922
 PP1922  STATE/COUNTY-  MN/CARVER
 PP1922  USGS QUAD   -  WATERTOWN (1993)
 PP1922
 PP1922                         *CURRENT SURVEY CONTROL
 PP1922  ___________________________________________________________________
 PP1922* NAD 83(1986)-  44 54 19.     (N)    093 48 08.     (W)     SCALED    
 PP1922* NAVD 88     -       304.141  (meters)     997.84   (feet)  ADJUSTED  
 PP1922  ___________________________________________________________________
 PP1922  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 PP1922  DYNAMIC HT  -         304.122 (meters)     997.77  (feet)  COMP
 PP1922  MODELED GRAV-     980,545.0   (mgal)                       NAVD 88
 PP1922
 PP1922  VERT ORDER  -  SECOND    CLASS 0
 PP1922
 PP1922.The horizontal coordinates were scaled from a topographic map and have
 PP1922.an estimated accuracy of +/- 6 seconds.
 PP1922
 PP1922.The orthometric height was determined by differential leveling
 PP1922.and adjusted by the National Geodetic Survey in June 1991..
 PP1922
 PP1922.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PP1922;SPC MN S     -   311,720.      815,620.      MT  (+/- 180 meters Scaled)
 PP1922
 PP1922                          SUPERSEDED SURVEY CONTROL
 PP1922
 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: 15TVK366727(NAD 83)
 PP1922_MARKER: DB = BENCH MARK DISK
 PP1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1930 ***********************************************************************
 PP1930  DESIGNATION -  1003 P
 PP1930  PID         -  PP1930
 PP1930  STATE/COUNTY-  MN/CARVER
 PP1930  USGS QUAD   -  WATERTOWN (1993)
 PP1930
 PP1930                         *CURRENT SURVEY CONTROL
 PP1930  ___________________________________________________________________
 PP1930* NAD 83(1986)-  44 54 20.     (N)    093 47 29.     (W)     SCALED    
 PP1930* NAVD 88     -       303.818  (meters)     996.78   (feet)  ADJUSTED  
 PP1930  ___________________________________________________________________
 PP1930  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 PP1930  DYNAMIC HT  -         303.800 (meters)     996.72  (feet)  COMP
 PP1930  MODELED GRAV-     980,546.7   (mgal)                       NAVD 88
 PP1930
 PP1930  VERT ORDER  -  SECOND    CLASS 0
 PP1930
 PP1930.The horizontal coordinates were scaled from a topographic map and have
 PP1930.an estimated accuracy of +/- 6 seconds.
 PP1930
 PP1930.The orthometric height was determined by differential leveling
 PP1930.and adjusted by the National Geodetic Survey in June 1991..
 PP1930
 PP1930.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PP1930;SPC MN S     -   311,750.      816,470.      MT  (+/- 180 meters Scaled)
 PP1930
 PP1930                          SUPERSEDED SURVEY CONTROL
 PP1930
 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: 15TVK375727(NAD 83)
 PP1930_MARKER: DB = BENCH MARK DISK
 PP1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1926 ***********************************************************************
 PP1926  DESIGNATION -  1003 Q RESET
 PP1926  PID         -  PP1926
 PP1926  STATE/COUNTY-  MN/CARVER
 PP1926  USGS QUAD   -  WATERTOWN (1993)
 PP1926
 PP1926                         *CURRENT SURVEY CONTROL
 PP1926  ___________________________________________________________________
 PP1926* NAD 83(1986)-  44 54 20.     (N)    093 46 52.     (W)     SCALED    
 PP1926* NAVD 88     -       303.941  (meters)     997.18   (feet)  ADJUSTED  
 PP1926  ___________________________________________________________________
 PP1926  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 PP1926  DYNAMIC HT  -         303.923 (meters)     997.12  (feet)  COMP
 PP1926  MODELED GRAV-     980,548.4   (mgal)                       NAVD 88
 PP1926
 PP1926  VERT ORDER  -  SECOND    CLASS 0
 PP1926
 PP1926.The horizontal coordinates were scaled from a topographic map and have
 PP1926.an estimated accuracy of +/- 6 seconds.
 PP1926
 PP1926.The orthometric height was determined by differential leveling
 PP1926.and adjusted by the National Geodetic Survey in June 1991..
 PP1926
 PP1926.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PP1926;SPC MN S     -   311,760.      817,290.      MT  (+/- 180 meters Scaled)
 PP1926
 PP1926                          SUPERSEDED SURVEY CONTROL
 PP1926
 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: 15TVK383727(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1897 ***********************************************************************
 PP1897  DESIGNATION -  1003 T
 PP1897  PID         -  PP1897
 PP1897  STATE/COUNTY-  MN/CARVER
 PP1897  USGS QUAD   -  MAYER (1981)
 PP1897
 PP1897                         *CURRENT SURVEY CONTROL
 PP1897  ___________________________________________________________________
 PP1897* NAD 83(1986)-  44 54 21.     (N)    093 58 33.     (W)     SCALED    
 PP1897* NAVD 88     -       294.541  (meters)     966.34   (feet)  ADJUSTED  
 PP1897  ___________________________________________________________________
 PP1897  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 PP1897  DYNAMIC HT  -         294.517 (meters)     966.26  (feet)  COMP
 PP1897  MODELED GRAV-     980,527.7   (mgal)                       NAVD 88
 PP1897
 PP1897  VERT ORDER  -  SECOND    CLASS I
 PP1897
 PP1897.The horizontal coordinates were scaled from a topographic map and have
 PP1897.an estimated accuracy of +/- 6 seconds.
 PP1897
 PP1897.The orthometric height was determined by differential leveling
 PP1897.and adjusted by the National Geodetic Survey in June 1991..
 PP1897
 PP1897.The geoid height was determined by GEOID03.
 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     -   311,760.      801,910.      MT  (+/- 180 meters Scaled)
 PP1897
 PP1897                          SUPERSEDED SURVEY CONTROL
 PP1897
 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: 15TVK229729(NAD 83)
 PP1897_MARKER: DB = BENCH MARK DISK
 PP1897_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP1897_SP_SET: BOX CULVERT HEADWALL
 PP1897_STAMPING: 1003 T 1972
 PP1897_MARK LOGO: MNHD  
 PP1897_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1897+STABILITY: SURFACE MOTION
 PP1897
 PP1897  HISTORY     - Date     Condition        Report By
 PP1897  HISTORY     - 1972     MONUMENTED       MNHD
 PP1897  HISTORY     - 1989     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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1917 ***********************************************************************
 PP1917  DESIGNATION -  1003 V
 PP1917  PID         -  PP1917
 PP1917  STATE/COUNTY-  MN/CARVER
 PP1917  USGS QUAD   -  WATERTOWN (1993)
 PP1917
 PP1917                         *CURRENT SURVEY CONTROL
 PP1917  ___________________________________________________________________
 PP1917* NAD 83(1996)-  44 54 19.83580(N)    093 52 25.15077(W)     ADJUSTED  
 PP1917* NAVD 88     -       290.835  (meters)     954.18   (feet)  ADJUSTED  
 PP1917  ___________________________________________________________________
 PP1917  X           -    -305,706.469 (meters)                     COMP
 PP1917  Y           -  -4,514,858.502 (meters)                     COMP
 PP1917  Z           -   4,480,103.146 (meters)                     COMP
 PP1917  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 PP1917  ELLIP HEIGHT-         263.50  (meters)          (06/18/03) GPS OBS
 PP1917  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 PP1917  DYNAMIC HT  -         290.814 (meters)     954.11  (feet)  COMP
 PP1917  MODELED GRAV-     980,535.1   (mgal)                       NAVD 88
 PP1917
 PP1917  HORZ ORDER  -  FIRST
 PP1917  VERT ORDER  -  SECOND    CLASS 0
 PP1917  ELLP ORDER  -  THIRD     CLASS I
 PP1917
 PP1917.The horizontal coordinates were established by GPS observations
 PP1917.and adjusted by the MN DEPT OF TRANSP in June 2003..
 PP1917
 PP1917.The orthometric height was determined by differential leveling
 PP1917.and adjusted by the National Geodetic Survey in June 1991..
 PP1917
 PP1917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1917
 PP1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1917
 PP1917.The ellipsoidal height was determined by GPS observations
 PP1917.and is referenced to NAD 83.
 PP1917
 PP1917.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1917;SPC MN S     -   311,734.218   809,977.888   MT  0.99994687   +0 05 18.8
 PP1917;UTM  15      - 4,972,825.061   431,029.686   MT  0.99965849   -0 37 00.4
 PP1917
 PP1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1917!SPC MN S     -   0.99995869  x   0.99994687  =   0.99990556
 PP1917!UTM  15      -   0.99995869  x   0.99965849  =   0.99961719
 PP1917
 PP1917:                Primary Azimuth Mark                     Grid Az
 PP1917:SPC MN S     -  1003 K                                   090 35 16.1
 PP1917:UTM  15      -  1003 K                                   091 17 35.3
 PP1917
 PP1917|---------------------------------------------------------------------|
 PP1917| PID    Reference Object                     Distance      Geod. Az  |
 PP1917|                                                           dddmmss.s |
 PP1917| PP1914 1003 K                              APPROX. 0.9 KM 0904034.9 |
 PP1917|---------------------------------------------------------------------|
 PP1917
 PP1917                          SUPERSEDED SURVEY CONTROL
 PP1917
 PP1917  NAVD 88 (06/18/03)  290.83   (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: 15TVK3103072825(NAD 83)
 PP1917_MARKER: DB = BENCH MARK DISK
 PP1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1917_STAMPING: 1003 V 1972
 PP1917_MARK LOGO: MNHD  
 PP1917_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1917+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 PP1917
 PP1917  HISTORY     - Date     Condition        Report By
 PP1917  HISTORY     - 1972     MONUMENTED       MNDT
 PP1917  HISTORY     - 1980     GOOD             MNDT
 PP1917  HISTORY     - 19980401 GOOD             MNDT
 PP1917
 PP1917                          STATION DESCRIPTION
 PP1917
 PP1917'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1928 ***********************************************************************
 PP1928  DESIGNATION -  1003 W
 PP1928  PID         -  PP1928
 PP1928  STATE/COUNTY-  MN/CARVER
 PP1928  USGS QUAD   -  WATERTOWN (1993)
 PP1928
 PP1928                         *CURRENT SURVEY CONTROL
 PP1928  ___________________________________________________________________
 PP1928* NAD 83(1986)-  44 54 19.     (N)    093 46 15.     (W)     SCALED    
 PP1928* NAVD 88     -       306.556  (meters)    1005.76   (feet)  ADJUSTED  
 PP1928  ___________________________________________________________________
 PP1928  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 PP1928  DYNAMIC HT  -         306.538 (meters)    1005.70  (feet)  COMP
 PP1928  MODELED GRAV-     980,550.3   (mgal)                       NAVD 88
 PP1928
 PP1928  VERT ORDER  -  SECOND    CLASS 0
 PP1928
 PP1928.The horizontal coordinates were scaled from a topographic map and have
 PP1928.an estimated accuracy of +/- 6 seconds.
 PP1928
 PP1928.The orthometric height was determined by differential leveling
 PP1928.and adjusted by the National Geodetic Survey in June 1991..
 PP1928
 PP1928.The geoid height was determined by GEOID03.
 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     -   311,730.      818,100.      MT  (+/- 180 meters Scaled)
 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: 15TVK391727(NAD 83)
 PP1928_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1928+STABILITY: SURFACE MOTION
 PP1928
 PP1928  HISTORY     - Date     Condition        Report By
 PP1928  HISTORY     - 1972     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1871 ***********************************************************************
 AE1871  DESIGNATION -  1003 X
 AE1871  PID         -  AE1871
 AE1871  STATE/COUNTY-  MN/CARVER
 AE1871  USGS QUAD   -  MAYER (1981)
 AE1871
 AE1871                         *CURRENT SURVEY CONTROL
 AE1871  ___________________________________________________________________
 AE1871* NAD 83(1986)-  44 54 20.     (N)    093 53 01.     (W)     SCALED    
 AE1871* NAVD 88     -       290.414  (meters)     952.80   (feet)  ADJUSTED  
 AE1871  ___________________________________________________________________
 AE1871  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AE1871  DYNAMIC HT  -         290.392 (meters)     952.73  (feet)  COMP
 AE1871  MODELED GRAV-     980,534.1   (mgal)                       NAVD 88
 AE1871
 AE1871  VERT ORDER  -  SECOND    CLASS I
 AE1871
 AE1871.The horizontal coordinates were scaled from a topographic map and have
 AE1871.an estimated accuracy of +/- 6 seconds.
 AE1871
 AE1871.The orthometric height was determined by differential leveling
 AE1871.and adjusted by the National Geodetic Survey in December 1997..
 AE1871
 AE1871.The geoid height was determined by GEOID03.
 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     -   311,740.      809,190.      MT  (+/- 180 meters Scaled)
 AE1871
 AE1871                          SUPERSEDED SURVEY CONTROL
 AE1871
 AE1871.No superseded survey control is available for this station.
 AE1871
 AE1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK302728(NAD 83)
 AE1871_MARKER: DD = SURVEY DISK
 AE1871_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE1871_STAMPING: 1003 X 1975
 AE1871_MARK LOGO: MNHD  
 AE1871_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE1871
 AE1871  HISTORY     - Date     Condition        Report By
 AE1871  HISTORY     - 1975     MONUMENTED       MNDT
 AE1871  HISTORY     - 1980     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6378 ***********************************************************************
 AE6378  DESIGNATION -  1004 B
 AE6378  PID         -  AE6378
 AE6378  STATE/COUNTY-  MN/CARVER
 AE6378  USGS QUAD   -  MOUND (1993)
 AE6378
 AE6378                         *CURRENT SURVEY CONTROL
 AE6378  ___________________________________________________________________
 AE6378* NAD 83(1986)-  44 53 18.     (N)    093 39 29.     (W)     SCALED    
 AE6378* NAVD 88     -       289.994  (meters)     951.42   (feet)  ADJUSTED  
 AE6378  ___________________________________________________________________
 AE6378  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AE6378  DYNAMIC HT  -         289.986 (meters)     951.40  (feet)  COMP
 AE6378  MODELED GRAV-     980,578.7   (mgal)                       NAVD 88
 AE6378
 AE6378  VERT ORDER  -  SECOND    CLASS II
 AE6378
 AE6378.The horizontal coordinates were scaled from a topographic map and have
 AE6378.an estimated accuracy of +/- 6 seconds.
 AE6378
 AE6378.The orthometric height was determined by differential leveling
 AE6378.and adjusted by the National Geodetic Survey in November 1999..
 AE6378
 AE6378.The geoid height was determined by GEOID03.
 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     -   309,870.      827,010.      MT  (+/- 180 meters Scaled)
 AE6378
 AE6378                          SUPERSEDED SURVEY CONTROL
 AE6378
 AE6378.No superseded survey control is available for this station.
 AE6378
 AE6378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK480707(NAD 83)
 AE6378_MARKER: DV = VERTICAL CONTROL DISK
 AE6378_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE6378+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 AE6379 ***********************************************************************
 AE6379  DESIGNATION -  1004 C
 AE6379  PID         -  AE6379
 AE6379  STATE/COUNTY-  MN/CARVER
 AE6379  USGS QUAD   -  MOUND (1993)
 AE6379
 AE6379                         *CURRENT SURVEY CONTROL
 AE6379  ___________________________________________________________________
 AE6379* NAD 83(1986)-  44 53 10.     (N)    093 39 05.     (W)     SCALED    
 AE6379* NAVD 88     -       292.865  (meters)     960.84   (feet)  ADJUSTED  
 AE6379  ___________________________________________________________________
 AE6379  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AE6379  DYNAMIC HT  -         292.857 (meters)     960.82  (feet)  COMP
 AE6379  MODELED GRAV-     980,580.7   (mgal)                       NAVD 88
 AE6379
 AE6379  VERT ORDER  -  SECOND    CLASS II
 AE6379
 AE6379.The horizontal coordinates were scaled from a topographic map and have
 AE6379.an estimated accuracy of +/- 6 seconds.
 AE6379
 AE6379.The orthometric height was determined by differential leveling
 AE6379.and adjusted by the National Geodetic Survey in November 1999..
 AE6379
 AE6379.The geoid height was determined by GEOID03.
 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     -   309,630.      827,540.      MT  (+/- 180 meters Scaled)
 AE6379
 AE6379                          SUPERSEDED SURVEY CONTROL
 AE6379
 AE6379.No superseded survey control is available for this station.
 AE6379
 AE6379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK485705(NAD 83)
 AE6379_MARKER: DV = VERTICAL CONTROL DISK
 AE6379_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE6379+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 AE6380 ***********************************************************************
 AE6380  DESIGNATION -  1004 D
 AE6380  PID         -  AE6380
 AE6380  STATE/COUNTY-  MN/CARVER
 AE6380  USGS QUAD   -  MOUND (1993)
 AE6380
 AE6380                         *CURRENT SURVEY CONTROL
 AE6380  ___________________________________________________________________
 AE6380* NAD 83(1986)-  44 52 49.     (N)    093 37 57.     (W)     SCALED    
 AE6380* NAVD 88     -       290.953  (meters)     954.57   (feet)  ADJUSTED  
 AE6380  ___________________________________________________________________
 AE6380  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AE6380  DYNAMIC HT  -         290.946 (meters)     954.55  (feet)  COMP
 AE6380  MODELED GRAV-     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
 AE6380.and adjusted by the National Geodetic Survey in November 1999..
 AE6380
 AE6380.The geoid height was determined by GEOID03.
 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_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_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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6381 ***********************************************************************
 AE6381  DESIGNATION -  1004 E
 AE6381  PID         -  AE6381
 AE6381  STATE/COUNTY-  MN/CARVER
 AE6381  USGS QUAD   -  MOUND (1993)
 AE6381
 AE6381                         *CURRENT SURVEY CONTROL
 AE6381  ___________________________________________________________________
 AE6381* NAD 83(1986)-  44 53 01.     (N)    093 37 32.     (W)     SCALED    
 AE6381* NAVD 88     -       294.564  (meters)     966.42   (feet)  ADJUSTED  
 AE6381  ___________________________________________________________________
 AE6381  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AE6381  DYNAMIC HT  -         294.558 (meters)     966.40  (feet)  COMP
 AE6381  MODELED GRAV-     980,586.3   (mgal)                       NAVD 88
 AE6381
 AE6381  VERT ORDER  -  SECOND    CLASS II
 AE6381
 AE6381.The horizontal coordinates were scaled from a topographic map and have
 AE6381.an estimated accuracy of +/- 6 seconds.
 AE6381
 AE6381.The orthometric height was determined by differential leveling
 AE6381.and adjusted by the National Geodetic Survey in November 1999..
 AE6381
 AE6381.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AE6381;SPC MN S     -   309,360.      829,580.      MT  (+/- 180 meters Scaled)
 AE6381
 AE6381                          SUPERSEDED SURVEY CONTROL
 AE6381
 AE6381.No superseded survey control is available for this station.
 AE6381
 AE6381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK505702(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6381
 AE6381  HISTORY     - Date     Condition        Report By
 AE6381  HISTORY     - 1979     MONUMENTED       MNDT
 AE6381  HISTORY     - 20021010 GOOD             USPSQD
 AE6381  HISTORY     - 20060408 GOOD             USPSQD
 AE6381
 AE6381                          STATION DESCRIPTION
 AE6381
 AE6381'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6382 ***********************************************************************
 AE6382  DESIGNATION -  1004 F
 AE6382  PID         -  AE6382
 AE6382  STATE/COUNTY-  MN/CARVER
 AE6382  USGS QUAD   -  EXCELSIOR (1997)
 AE6382
 AE6382                         *CURRENT SURVEY CONTROL
 AE6382  ___________________________________________________________________
 AE6382* NAD 83(1986)-  44 53 27.     (N)    093 36 37.     (W)     SCALED    
 AE6382* NAVD 88     -       299.134  (meters)     981.41   (feet)  ADJUSTED  
 AE6382  ___________________________________________________________________
 AE6382  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AE6382  DYNAMIC HT  -         299.128 (meters)     981.39  (feet)  COMP
 AE6382  MODELED GRAV-     980,587.6   (mgal)                       NAVD 88
 AE6382
 AE6382  VERT ORDER  -  SECOND    CLASS II
 AE6382
 AE6382.The horizontal coordinates were scaled from a topographic map and have
 AE6382.an estimated accuracy of +/- 6 seconds.
 AE6382
 AE6382.The orthometric height was determined by differential leveling
 AE6382.and adjusted by the National Geodetic Survey in November 1999..
 AE6382
 AE6382.The geoid height was determined by GEOID03.
 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     -   310,170.      830,790.      MT  (+/- 180 meters Scaled)
 AE6382
 AE6382                          SUPERSEDED SURVEY CONTROL
 AE6382
 AE6382.No superseded survey control is available for this station.
 AE6382
 AE6382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK518710(NAD 83)
 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 = OCTOBER  6, 2006
 AE6383 ***********************************************************************
 AE6383  DESIGNATION -  1004 G
 AE6383  PID         -  AE6383
 AE6383  STATE/COUNTY-  MN/CARVER
 AE6383  USGS QUAD   -  EXCELSIOR (1997)
 AE6383
 AE6383                         *CURRENT SURVEY CONTROL
 AE6383  ___________________________________________________________________
 AE6383* NAD 83(1986)-  44 53 30.     (N)    093 35 48.     (W)     SCALED    
 AE6383* NAVD 88     -       293.411  (meters)     962.63   (feet)  ADJUSTED  
 AE6383  ___________________________________________________________________
 AE6383  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AE6383  DYNAMIC HT  -         293.406 (meters)     962.62  (feet)  COMP
 AE6383  MODELED GRAV-     980,589.4   (mgal)                       NAVD 88
 AE6383
 AE6383  VERT ORDER  -  SECOND    CLASS II
 AE6383
 AE6383.The horizontal coordinates were scaled from a topographic map and have
 AE6383.an estimated accuracy of +/- 6 seconds.
 AE6383
 AE6383.The orthometric height was determined by differential leveling
 AE6383.and adjusted by the National Geodetic Survey in November 1999..
 AE6383
 AE6383.The geoid height was determined by GEOID03.
 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     -   310,270.      831,860.      MT  (+/- 180 meters Scaled)
 AE6383
 AE6383                          SUPERSEDED SURVEY CONTROL
 AE6383
 AE6383.No superseded survey control is available for this station.
 AE6383
 AE6383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK528710(NAD 83)
 AE6383_MARKER: DV = VERTICAL CONTROL DISK
 AE6383_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE6383+WITH SETTING: INTO GROUND
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5182 ***********************************************************************
 AE5182  DESIGNATION -  1004 H
 AE5182  PID         -  AE5182
 AE5182  STATE/COUNTY-  MN/CARVER
 AE5182  USGS QUAD   -  EXCELSIOR (1997)
 AE5182
 AE5182                         *CURRENT SURVEY CONTROL
 AE5182  ___________________________________________________________________
 AE5182* NAD 83(1986)-  44 53 28.     (N)    093 35 08.     (W)     SCALED    
 AE5182* NAVD 88     -       299.864  (meters)     983.80   (feet)  ADJUSTED  
 AE5182  ___________________________________________________________________
 AE5182  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AE5182  DYNAMIC HT  -         299.859 (meters)     983.79  (feet)  COMP
 AE5182  MODELED GRAV-     980,590.8   (mgal)                       NAVD 88
 AE5182
 AE5182  VERT ORDER  -  SECOND    CLASS I
 AE5182
 AE5182.The horizontal coordinates were scaled from a topographic map and have
 AE5182.an estimated accuracy of +/- 6 seconds.
 AE5182
 AE5182.The orthometric height was determined by differential leveling
 AE5182.and adjusted by the National Geodetic Survey in November 1999..
 AE5182
 AE5182.The geoid height was determined by GEOID03.
 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     -   310,210.      832,740.      MT  (+/- 180 meters Scaled)
 AE5182
 AE5182                          SUPERSEDED SURVEY CONTROL
 AE5182
 AE5182.No superseded survey control is available for this station.
 AE5182
 AE5182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK537710(NAD 83)
 AE5182_MARKER: DB = BENCH MARK DISK
 AE5182_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE5182+WITH SETTING: INTO GROUND
 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 - August 03, 1992
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1942 ***********************************************************************
 PP1942  DESIGNATION -  1005 ADJ
 PP1942  PID         -  PP1942
 PP1942  STATE/COUNTY-  MN/CARVER
 PP1942  USGS QUAD   -  MOUND (1993)
 PP1942
 PP1942                         *CURRENT SURVEY CONTROL
 PP1942  ___________________________________________________________________
 PP1942* NAD 83(1986)-  44 53 27.     (N)    093 42 28.     (W)     SCALED    
 PP1942* NAVD 88     -       306.109  (meters)    1004.29   (feet)  ADJUSTED  
 PP1942  ___________________________________________________________________
 PP1942  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 PP1942  DYNAMIC HT  -         306.097 (meters)    1004.25  (feet)  COMP
 PP1942  MODELED GRAV-     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
 PP1942.and adjusted by the National Geodetic Survey in June 1991..
 PP1942
 PP1942.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1882 ***********************************************************************
 PP1882  DESIGNATION -  1006 A
 PP1882  PID         -  PP1882
 PP1882  STATE/COUNTY-  MN/CARVER
 PP1882  USGS QUAD   -  NORWOOD (1981)
 PP1882
 PP1882                         *CURRENT SURVEY CONTROL
 PP1882  ___________________________________________________________________
 PP1882* NAD 83(1996)-  44 47 03.53185(N)    093 55 12.84556(W)     ADJUSTED  
 PP1882* NAVD 88     -       306.606  (meters)    1005.92   (feet)  ADJUSTED  
 PP1882  ___________________________________________________________________
 PP1882  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 PP1882  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 PP1882  DYNAMIC HT  -         306.578 (meters)    1005.83  (feet)  COMP
 PP1882  MODELED GRAV-     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
 PP1882.and adjusted by the National Geodetic Survey in June 1991..
 PP1882
 PP1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1882
 PP1882.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1882;SPC MN S     -   298,262.083   806,312.362   MT  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     -   0.99995622  x   0.99993420  =   0.99989043
 PP1882!UTM  15      -   0.99995622  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: 15TVK2720059403(NAD 83)
 PP1882_MARKER: DD = SURVEY DISK
 PP1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1882_STAMPING: 1006-A 1971
 PP1882_PROJECTION: PROJECTING 5 CENTIMETERS
 PP1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1882+STABILITY: SURFACE MOTION
 PP1882
 PP1882  HISTORY     - Date     Condition        Report By
 PP1882  HISTORY     - 1971     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1883 ***********************************************************************
 PP1883  DESIGNATION -  1006 B
 PP1883  PID         -  PP1883
 PP1883  STATE/COUNTY-  MN/CARVER
 PP1883  USGS QUAD   -  NORWOOD (1981)
 PP1883
 PP1883                         *CURRENT SURVEY CONTROL
 PP1883  ___________________________________________________________________
 PP1883* NAD 83(1986)-  44 47 36.     (N)    093 54 27.     (W)     SCALED    
 PP1883* NAVD 88     -       303.010  (meters)     994.13   (feet)  ADJUSTED  
 PP1883  ___________________________________________________________________
 PP1883  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 PP1883  DYNAMIC HT  -         302.983 (meters)     994.04  (feet)  COMP
 PP1883  MODELED GRAV-     980,520.6   (mgal)                       NAVD 88
 PP1883
 PP1883  VERT ORDER  -  SECOND    CLASS 0
 PP1883
 PP1883.The horizontal coordinates were scaled from a topographic map and have
 PP1883.an estimated accuracy of +/- 6 seconds.
 PP1883
 PP1883.The orthometric height was determined by differential leveling
 PP1883.and adjusted by the National Geodetic Survey in June 1991..
 PP1883
 PP1883.The geoid height was determined by GEOID03.
 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     -   299,270.      807,320.      MT  (+/- 180 meters Scaled)
 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: 15TVK282603(NAD 83)
 PP1883_MARKER: DD = SURVEY DISK
 PP1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1883_STAMPING: 1006-B 1971
 PP1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1883+STABILITY: SURFACE MOTION
 PP1883
 PP1883  HISTORY     - Date     Condition        Report By
 PP1883  HISTORY     - 1971     MONUMENTED       MNDT
 PP1883  HISTORY     - 1987     POOR             USPSQD
 PP1883
 PP1883                          STATION DESCRIPTION
 PP1883
 PP1883'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1885 ***********************************************************************
 PP1885  DESIGNATION -  1006 C
 PP1885  PID         -  PP1885
 PP1885  STATE/COUNTY-  MN/CARVER
 PP1885  USGS QUAD   -  NORWOOD (1981)
 PP1885
 PP1885                         *CURRENT SURVEY CONTROL
 PP1885  ___________________________________________________________________
 PP1885* NAD 83(1986)-  44 49 08.     (N)    093 53 13.     (W)     SCALED    
 PP1885* NAVD 88     -       308.293  (meters)    1011.46   (feet)  ADJUSTED  
 PP1885  ___________________________________________________________________
 PP1885  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PP1885  DYNAMIC HT  -         308.268 (meters)    1011.38  (feet)  COMP
 PP1885  MODELED GRAV-     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
 PP1885.and adjusted by the National Geodetic Survey in June 1991..
 PP1885
 PP1885.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1886 ***********************************************************************
 PP1886  DESIGNATION -  1006 D
 PP1886  PID         -  PP1886
 PP1886  STATE/COUNTY-  MN/CARVER
 PP1886  USGS QUAD   -  NORWOOD (1981)
 PP1886
 PP1886                         *CURRENT SURVEY CONTROL
 PP1886  ___________________________________________________________________
 PP1886* NAD 83(1986)-  44 50 07.     (N)    093 53 19.     (W)     SCALED    
 PP1886* NAVD 88     -       301.505  (meters)     989.19   (feet)  ADJUSTED  
 PP1886  ___________________________________________________________________
 PP1886  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PP1886  DYNAMIC HT  -         301.481 (meters)     989.11  (feet)  COMP
 PP1886  MODELED GRAV-     980,529.1   (mgal)                       NAVD 88
 PP1886
 PP1886  VERT ORDER  -  SECOND    CLASS 0
 PP1886
 PP1886.The horizontal coordinates were scaled from a topographic map and have
 PP1886.an estimated accuracy of +/- 6 seconds.
 PP1886
 PP1886.The orthometric height was determined by differential leveling
 PP1886.and adjusted by the National Geodetic Survey in June 1991..
 PP1886
 PP1886.The geoid height was determined by GEOID03.
 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     -   303,930.      808,810.      MT  (+/- 180 meters Scaled)
 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: 15TVK297650(NAD 83)
 PP1886_MARKER: DD = SURVEY DISK
 PP1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1886_STAMPING: 1006-D 1971
 PP1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1886+STABILITY: SURFACE MOTION
 PP1886
 PP1886  HISTORY     - Date     Condition        Report By
 PP1886  HISTORY     - 1971     MONUMENTED       MNDT
 PP1886
 PP1886                          STATION DESCRIPTION
 PP1886
 PP1886'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1888 ***********************************************************************
 PP1888  DESIGNATION -  1006 E
 PP1888  PID         -  PP1888
 PP1888  STATE/COUNTY-  MN/CARVER
 PP1888  USGS QUAD   -  NORWOOD (1981)
 PP1888
 PP1888                         *CURRENT SURVEY CONTROL
 PP1888  ___________________________________________________________________
 PP1888* NAD 83(1986)-  44 51 45.     (N)    093 53 13.     (W)     SCALED    
 PP1888* NAVD 88     -       297.194  (meters)     975.04   (feet)  ADJUSTED  
 PP1888  ___________________________________________________________________
 PP1888  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 PP1888  DYNAMIC HT  -         297.171 (meters)     974.97  (feet)  COMP
 PP1888  MODELED GRAV-     980,531.7   (mgal)                       NAVD 88
 PP1888
 PP1888  VERT ORDER  -  SECOND    CLASS 0
 PP1888
 PP1888.The horizontal coordinates were scaled from a topographic map and have
 PP1888.an estimated accuracy of +/- 6 seconds.
 PP1888
 PP1888.The orthometric height was determined by differential leveling
 PP1888.and adjusted by the National Geodetic Survey in June 1991..
 PP1888
 PP1888.The geoid height was determined by GEOID03.
 PP1888
 PP1888.The dynamic height is computed by dividing the NAVD 88
 PP1888.geopotential number by the normal gravity value computed on the
 PP1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1888.degrees latitude (g = 980.6199 gals.).
 PP1888
 PP1888.The modeled gravity was interpolated from observed gravity values.
 PP1888
 PP1888;                    North         East    Units  Estimated Accuracy
 PP1888;SPC MN S     -   306,950.      808,940.      MT  (+/- 180 meters Scaled)
 PP1888
 PP1888                          SUPERSEDED SURVEY CONTROL
 PP1888
 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: 15TVK299680(NAD 83)
 PP1888_MARKER: DD = SURVEY DISK
 PP1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1888_STAMPING: 1006-E 1971
 PP1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1888+STABILITY: SURFACE MOTION
 PP1888
 PP1888  HISTORY     - Date     Condition        Report By
 PP1888  HISTORY     - 1971     MONUMENTED       MNDT
 PP1888
 PP1888                          STATION DESCRIPTION
 PP1888
 PP1888'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1889 ***********************************************************************
 PP1889  DESIGNATION -  1006 F
 PP1889  PID         -  PP1889
 PP1889  STATE/COUNTY-  MN/CARVER
 PP1889  USGS QUAD   -  MAYER (1981)
 PP1889
 PP1889                         *CURRENT SURVEY CONTROL
 PP1889  ___________________________________________________________________
 PP1889* NAD 83(1986)-  44 52 34.     (N)    093 53 20.     (W)     SCALED    
 PP1889* NAVD 88     -       296.496  (meters)     972.75   (feet)  ADJUSTED  
 PP1889  ___________________________________________________________________
 PP1889  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 PP1889  DYNAMIC HT  -         296.473 (meters)     972.68  (feet)  COMP
 PP1889  MODELED GRAV-     980,532.3   (mgal)                       NAVD 88
 PP1889
 PP1889  VERT ORDER  -  SECOND    CLASS 0
 PP1889
 PP1889.The horizontal coordinates were scaled from a topographic map and have
 PP1889.an estimated accuracy of +/- 6 seconds.
 PP1889
 PP1889.The orthometric height was determined by differential leveling
 PP1889.and adjusted by the National Geodetic Survey in June 1991..
 PP1889
 PP1889.The geoid height was determined by GEOID03.
 PP1889
 PP1889.The dynamic height is computed by dividing the NAVD 88
 PP1889.geopotential number by the normal gravity value computed on the
 PP1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1889.degrees latitude (g = 980.6199 gals.).
 PP1889
 PP1889.The modeled gravity was interpolated from observed gravity values.
 PP1889
 PP1889;                    North         East    Units  Estimated Accuracy
 PP1889;SPC MN S     -   308,470.      808,780.      MT  (+/- 180 meters Scaled)
 PP1889
 PP1889                          SUPERSEDED SURVEY CONTROL
 PP1889
 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: 15TVK297695(NAD 83)
 PP1889_MARKER: DD = SURVEY DISK
 PP1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1889_STAMPING: 1006 F 1971
 PP1889_MARK LOGO: MNHD  
 PP1889_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1889+STABILITY: SURFACE MOTION
 PP1889
 PP1889  HISTORY     - Date     Condition        Report By
 PP1889  HISTORY     - 1971     MONUMENTED       MNDT
 PP1889  HISTORY     - 1980     GOOD             MNDT
 PP1889
 PP1889                          STATION DESCRIPTION
 PP1889
 PP1889'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1891 ***********************************************************************
 PP1891  DESIGNATION -  1006 G
 PP1891  PID         -  PP1891
 PP1891  STATE/COUNTY-  MN/CARVER
 PP1891  USGS QUAD   -  WATERTOWN (1993)
 PP1891
 PP1891                         *CURRENT SURVEY CONTROL
 PP1891  ___________________________________________________________________
 PP1891* NAD 83(1986)-  44 54 08.     (N)    093 52 21.     (W)     SCALED    
 PP1891* NAVD 88     -       287.774  (meters)     944.14   (feet)  ADJUSTED  
 PP1891  ___________________________________________________________________
 PP1891  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 PP1891  DYNAMIC HT  -         287.752 (meters)     944.07  (feet)  COMP
 PP1891  MODELED GRAV-     980,535.2   (mgal)                       NAVD 88
 PP1891
 PP1891  VERT ORDER  -  SECOND    CLASS 0
 PP1891
 PP1891.The horizontal coordinates were scaled from a topographic map and have
 PP1891.an estimated accuracy of +/- 6 seconds.
 PP1891
 PP1891.The orthometric height was determined by differential leveling
 PP1891.and adjusted by the National Geodetic Survey in June 1991..
 PP1891
 PP1891.The geoid height was determined by GEOID03.
 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     -   311,370.      810,070.      MT  (+/- 180 meters Scaled)
 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: 15TVK311724(NAD 83)
 PP1891_MARKER: DD = SURVEY DISK
 PP1891_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 PP1550 ***********************************************************************
 PP1550  DESIGNATION -  1006.0
 PP1550  PID         -  PP1550
 PP1550  STATE/COUNTY-  MN/RICE
 PP1550  USGS QUAD   -  FARIBAULT (1991)
 PP1550
 PP1550                         *CURRENT SURVEY CONTROL
 PP1550  ___________________________________________________________________
 PP1550* NAD 83(1986)-  44 17 26.     (N)    093 16 51.     (W)     SCALED    
 PP1550* NAVD 88     -       306.616  (meters)    1005.96   (feet)  ADJUSTED  
 PP1550  ___________________________________________________________________
 PP1550  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 PP1550  DYNAMIC HT  -         306.580 (meters)    1005.84  (feet)  COMP
 PP1550  MODELED GRAV-     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
 PP1550.and adjusted by the National Geodetic Survey in June 1991..
 PP1550
 PP1550.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE1875 ***********************************************************************
 AE1875  DESIGNATION -  1007 C
 AE1875  PID         -  AE1875
 AE1875  STATE/COUNTY-  MN/CARVER
 AE1875  USGS QUAD   -  WATERTOWN (1993)
 AE1875
 AE1875                         *CURRENT SURVEY CONTROL
 AE1875  ___________________________________________________________________
 AE1875* NAD 83(1986)-  44 55 53.     (N)    093 51 41.     (W)     SCALED    
 AE1875* NAVD 88     -       291.749  (meters)     957.18   (feet)  ADJUSTED  
 AE1875  ___________________________________________________________________
 AE1875  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AE1875  DYNAMIC HT  -         291.727 (meters)     957.11  (feet)  COMP
 AE1875  MODELED GRAV-     980,536.5   (mgal)                       NAVD 88
 AE1875
 AE1875  VERT ORDER  -  SECOND    CLASS I
 AE1875
 AE1875.The horizontal coordinates were scaled from a topographic map and have
 AE1875.an estimated accuracy of +/- 6 seconds.
 AE1875
 AE1875.The orthometric height was determined by differential leveling
 AE1875.and adjusted by the National Geodetic Survey in December 1997..
 AE1875
 AE1875.The geoid height was determined by GEOID03.
 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     -   314,610.      810,940.      MT  (+/- 180 meters Scaled)
 AE1875
 AE1875                          SUPERSEDED SURVEY CONTROL
 AE1875
 AE1875.No superseded survey control is available for this station.
 AE1875
 AE1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK320756(NAD 83)
 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 = OCTOBER  6, 2006
 AE1876 ***********************************************************************
 AE1876  DESIGNATION -  1007 D
 AE1876  PID         -  AE1876
 AE1876  STATE/COUNTY-  MN/CARVER
 AE1876  USGS QUAD   -  WATERTOWN (1993)
 AE1876
 AE1876                         *CURRENT SURVEY CONTROL
 AE1876  ___________________________________________________________________
 AE1876* NAD 83(1986)-  44 56 11.     (N)    093 51 31.     (W)     SCALED    
 AE1876* NAVD 88     -       296.294  (meters)     972.09   (feet)  ADJUSTED  
 AE1876  ___________________________________________________________________
 AE1876  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AE1876  DYNAMIC HT  -         296.272 (meters)     972.02  (feet)  COMP
 AE1876  MODELED GRAV-     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
 AE1876.and adjusted by the National Geodetic Survey in December 1997..
 AE1876
 AE1876.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE1877 ***********************************************************************
 AE1877  DESIGNATION -  1007 E
 AE1877  PID         -  AE1877
 AE1877  STATE/COUNTY-  MN/CARVER
 AE1877  USGS QUAD   -  WATERTOWN (1993)
 AE1877
 AE1877                         *CURRENT SURVEY CONTROL
 AE1877  ___________________________________________________________________
 AE1877* NAD 83(1986)-  44 56 33.     (N)    093 51 51.     (W)     SCALED    
 AE1877* NAVD 88     -       286.902  (meters)     941.28   (feet)  ADJUSTED  
 AE1877  ___________________________________________________________________
 AE1877  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AE1877  DYNAMIC HT  -         286.881 (meters)     941.21  (feet)  COMP
 AE1877  MODELED GRAV-     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
 AE1877.and adjusted by the National Geodetic Survey in December 1997..
 AE1877
 AE1877.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE1878 ***********************************************************************
 AE1878  DESIGNATION -  1007 F
 AE1878  PID         -  AE1878
 AE1878  STATE/COUNTY-  MN/CARVER
 AE1878  USGS QUAD   -  WATERTOWN (1993)
 AE1878
 AE1878                         *CURRENT SURVEY CONTROL
 AE1878  ___________________________________________________________________
 AE1878* NAD 83(1986)-  44 56 59.     (N)    093 51 31.     (W)     SCALED    
 AE1878* NAVD 88     -       289.471  (meters)     949.71   (feet)  ADJUSTED  
 AE1878  ___________________________________________________________________
 AE1878  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AE1878  DYNAMIC HT  -         289.450 (meters)     949.64  (feet)  COMP
 AE1878  MODELED GRAV-     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
 AE1878.and adjusted by the National Geodetic Survey in December 1997..
 AE1878
 AE1878.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE1880 ***********************************************************************
 AE1880  DESIGNATION -  1007 H
 AE1880  PID         -  AE1880
 AE1880  STATE/COUNTY-  MN/CARVER
 AE1880  USGS QUAD   -  WATERTOWN (1993)
 AE1880
 AE1880                         *CURRENT SURVEY CONTROL
 AE1880  ___________________________________________________________________
 AE1880* NAD 83(1986)-  44 57 54.     (N)    093 51 15.     (W)     SCALED    
 AE1880* NAVD 88     -       297.544  (meters)     976.19   (feet)  ADJUSTED  
 AE1880  ___________________________________________________________________
 AE1880  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AE1880  DYNAMIC HT  -         297.523 (meters)     976.12  (feet)  COMP
 AE1880  MODELED GRAV-     980,536.4   (mgal)                       NAVD 88
 AE1880
 AE1880  VERT ORDER  -  SECOND    CLASS I
 AE1880
 AE1880.The horizontal coordinates were scaled from a topographic map and have
 AE1880.an estimated accuracy of +/- 6 seconds.
 AE1880
 AE1880.The orthometric height was determined by differential leveling
 AE1880.and adjusted by the National Geodetic Survey in December 1997..
 AE1880
 AE1880.The geoid height was determined by GEOID03.
 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     -   318,350.      811,510.      MT  (+/- 180 meters Scaled)
 AE1880
 AE1880                          SUPERSEDED SURVEY CONTROL
 AE1880
 AE1880.No superseded survey control is available for this station.
 AE1880
 AE1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK326794(NAD 83)
 AE1880_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 AE1882 ***********************************************************************
 AE1882  DESIGNATION -  1007 K
 AE1882  PID         -  AE1882
 AE1882  STATE/COUNTY-  MN/CARVER
 AE1882  USGS QUAD   -  WATERTOWN (1993)
 AE1882
 AE1882                         *CURRENT SURVEY CONTROL
 AE1882  ___________________________________________________________________
 AE1882* NAD 83(1986)-  44 58 12.     (N)    093 52 03.     (W)     SCALED    
 AE1882* NAVD 88     -       285.338  (meters)     936.15   (feet)  ADJUSTED  
 AE1882  ___________________________________________________________________
 AE1882  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AE1882  DYNAMIC HT  -         285.317 (meters)     936.08  (feet)  COMP
 AE1882  MODELED GRAV-     980,535.6   (mgal)                       NAVD 88
 AE1882
 AE1882  VERT ORDER  -  SECOND    CLASS I
 AE1882
 AE1882.The horizontal coordinates were scaled from a topographic map and have
 AE1882.an estimated accuracy of +/- 6 seconds.
 AE1882
 AE1882.The orthometric height was determined by differential leveling
 AE1882.and adjusted by the National Geodetic Survey in December 1997..
 AE1882
 AE1882.The geoid height was determined by GEOID03.
 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     -   318,900.      810,450.      MT  (+/- 180 meters Scaled)
 AE1882
 AE1882                          SUPERSEDED SURVEY CONTROL
 AE1882
 AE1882.No superseded survey control is available for this station.
 AE1882
 AE1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK315799(NAD 83)
 AE1882_MARKER: DD = SURVEY 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
 AE1882  HISTORY     - Date     Condition        Report By
 AE1882  HISTORY     - 1979     MONUMENTED       MNDT
 AE1882  HISTORY     - 1980     GOOD             MNDT
 AE1882  HISTORY     - 20021015 MARK NOT FOUND   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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1883 ***********************************************************************
 AE1883  DESIGNATION -  1007 L
 AE1883  PID         -  AE1883
 AE1883  STATE/COUNTY-  MN/CARVER
 AE1883  USGS QUAD   -  MAYER (1981)
 AE1883
 AE1883                         *CURRENT SURVEY CONTROL
 AE1883  ___________________________________________________________________
 AE1883* NAD 83(1986)-  44 58 18.     (N)    093 52 41.     (W)     SCALED    
 AE1883* NAVD 88     -       289.282  (meters)     949.09   (feet)  ADJUSTED  
 AE1883  ___________________________________________________________________
 AE1883  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AE1883  DYNAMIC HT  -         289.261 (meters)     949.02  (feet)  COMP
 AE1883  MODELED GRAV-     980,535.0   (mgal)                       NAVD 88
 AE1883
 AE1883  VERT ORDER  -  SECOND    CLASS I
 AE1883
 AE1883.The horizontal coordinates were scaled from a topographic map and have
 AE1883.an estimated accuracy of +/- 6 seconds.
 AE1883
 AE1883.The orthometric height was determined by differential leveling
 AE1883.and adjusted by the National Geodetic Survey in December 1997..
 AE1883
 AE1883.The geoid height was determined by GEOID03.
 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     -   319,090.      809,620.      MT  (+/- 180 meters Scaled)
 AE1883
 AE1883                          SUPERSEDED SURVEY CONTROL
 AE1883
 AE1883.No superseded survey control is available for this station.
 AE1883
 AE1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK307801(NAD 83)
 AE1883_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 AE1884 ***********************************************************************
 AE1884  DESIGNATION -  1007 M
 AE1884  PID         -  AE1884
 AE1884  STATE/COUNTY-  MN/CARVER
 AE1884  USGS QUAD   -  MAYER (1981)
 AE1884
 AE1884                         *CURRENT SURVEY CONTROL
 AE1884  ___________________________________________________________________
 AE1884* NAD 83(1986)-  44 58 35.     (N)    093 52 56.     (W)     SCALED    
 AE1884* NAVD 88     -       288.810  (meters)     947.54   (feet)  ADJUSTED  
 AE1884  ___________________________________________________________________
 AE1884  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AE1884  DYNAMIC HT  -         288.789 (meters)     947.47  (feet)  COMP
 AE1884  MODELED GRAV-     980,534.7   (mgal)                       NAVD 88
 AE1884
 AE1884  VERT ORDER  -  SECOND    CLASS I
 AE1884
 AE1884.The horizontal coordinates were scaled from a topographic map and have
 AE1884.an estimated accuracy of +/- 6 seconds.
 AE1884
 AE1884.The orthometric height was determined by differential leveling
 AE1884.and adjusted by the National Geodetic Survey in December 1997..
 AE1884
 AE1884.The geoid height was determined by GEOID03.
 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     -   319,610.      809,290.      MT  (+/- 180 meters Scaled)
 AE1884
 AE1884                          SUPERSEDED SURVEY CONTROL
 AE1884
 AE1884.No superseded survey control is available for this station.
 AE1884
 AE1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK304807(NAD 83)
 AE1884_MARKER: DD = SURVEY 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
 AE1884  HISTORY     - Date     Condition        Report By
 AE1884  HISTORY     - 1979     MONUMENTED       MNDT
 AE1884  HISTORY     - 1980     GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1990 ***********************************************************************
 PP1990  DESIGNATION -  1008 A
 PP1990  PID         -  PP1990
 PP1990  STATE/COUNTY-  MN/CARVER
 PP1990  USGS QUAD   -  SHAKOPEE (1993)
 PP1990
 PP1990                         *CURRENT SURVEY CONTROL
 PP1990  ___________________________________________________________________
 PP1990* NAD 83(1986)-  44 52 29.     (N)    093 35 21.     (W)     SCALED    
 PP1990* NAVD 88     -       314.950  (meters)    1033.30   (feet)  ADJUSTED  
 PP1990  ___________________________________________________________________
 PP1990  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 PP1990  DYNAMIC HT  -         314.946 (meters)    1033.29  (feet)  COMP
 PP1990  MODELED GRAV-     980,592.5   (mgal)                       NAVD 88
 PP1990
 PP1990  VERT ORDER  -  SECOND    CLASS I
 PP1990
 PP1990.The horizontal coordinates were scaled from a topographic map and have
 PP1990.an estimated accuracy of +/- 6 seconds.
 PP1990
 PP1990.The orthometric height was determined by differential leveling
 PP1990.and adjusted by the National Geodetic Survey in November 1999..
 PP1990.WARNING-Repeat measurements at this control monument indicate possible
 PP1990.vertical movement.
 PP1990
 PP1990.The geoid height was determined by GEOID03.
 PP1990
 PP1990.The dynamic height is computed by dividing the NAVD 88
 PP1990.geopotential number by the normal gravity value computed on the
 PP1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1990.degrees latitude (g = 980.6199 gals.).
 PP1990
 PP1990.The modeled gravity was interpolated from observed gravity values.
 PP1990
 PP1990;                    North         East    Units  Estimated Accuracy
 PP1990;SPC MN S     -   308,390.      832,460.      MT  (+/- 180 meters Scaled)
 PP1990
 PP1990                          SUPERSEDED SURVEY CONTROL
 PP1990
 PP1990  NAVD 88 (06/15/91)  314.839  (m)         1032.93   (f) UNKNOWN     2 0
 PP1990  NGVD 29 (??/??/92)  314.784  (m)         1032.75   (f) ADJ UNCH    2 0
 PP1990
 PP1990.Superseded values are not recommended for survey control.
 PP1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1990.See file dsdata.txt to determine how the superseded data were derived.
 PP1990
 PP1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK534692(NAD 83)
 PP1990_MARKER: DB = BENCH MARK DISK
 PP1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1990_STAMPING: 1008 A 1970
 PP1990_MARK LOGO: MNDT  
 PP1990_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1990+STABILITY: SURFACE MOTION
 PP1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1990+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2006
 PP1990
 PP1990  HISTORY     - Date     Condition        Report By
 PP1990  HISTORY     - 1970     MONUMENTED       MNDT
 PP1990  HISTORY     - 1971     GOOD             MNDT
 PP1990  HISTORY     - 1973     GOOD             LOCSUR
 PP1990  HISTORY     - 1978     GOOD             MNDT
 PP1990  HISTORY     - 1978     GOOD             MNDT
 PP1990  HISTORY     - 19920727 GOOD             MNDT
 PP1990  HISTORY     - 20021010 GOOD             USPSQD
 PP1990  HISTORY     - 20060408 GOOD             USPSQD
 PP1990
 PP1990                          STATION DESCRIPTION
 PP1990
 PP1990'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1990'1.2 MI S FROM EXCELSIOR.
 PP1990'MARK IS LOCATED 1.2 MILES SOUTH ALONG T.H. 41 FROM THE JUNCTION OF
 PP1990'T.H. 41 AND T.H. 7 IN EXCELSIOR, 1.0 MILES NORTH OF T.H. 5, 53 FEET
 PP1990'NORTH OF A POWER POLE, 51 FEET WEST OF, AND 4 FEET HIGHER THAN THE
 PP1990'T.H. 41 CENTERLINE AT MILE MARKER 8.1, 45 FEET SOUTH OF THE CENTERLINE
 PP1990'OF A T ROAD WEST (TO CHAR MAR FARMS), 2 FEET EAST OF A WHITE BOARD
 PP1990'FENCE, 1 FOOT EAST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST
 PP1990'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 9, T
 PP1990'116N, R 23W.
 PP1990
 PP1990                          STATION RECOVERY (1973)
 PP1990
 PP1990'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 PP1990'RECOVERED IN GOOD CONDITION.
 PP1990
 PP1990                          STATION RECOVERY (1978)
 PP1990
 PP1990'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 (EGS)
 PP1990'THE MARK IS LOCATED IN CHANHASSEN 1.2 MILES SOUTH ALONG TRUNK HIGHWAY
 PP1990'41 FROM ITS JUNCTION WITH TRUNK HIGHWAY 7 IN EXCELSIOR, 1.0 MILE NORTH
 PP1990'ALONG HIGHWAY 41 FROM ITS JUNCTION WITH TRUNK HIGHWAY 5, NEAR THE
 PP1990'JUNCTION OF A T-ROAD WEST TO CHARMAR FARMS AND IS IN THE NE 1/4 OF
 PP1990'SECTION 9, T116N, R23W.  THE MARK IS 52 FEET WEST OF AND ABOUT 4 FEET
 PP1990'HIGHER THAN THE CENTERLINE OF THE HIGHWAY AT MILEPOINT 8.1, 53 FEET
 PP1990'NORTH OF A POWER POLE, 45 FEET SOUTH OF THE CENTER OF THE T-ROAD WEST,
 PP1990'2 FEET EAST OF A WHITE BOARD FENCE AND 1 FOOT EAST OF A STEEL WITNESS
 PP1990'POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1008 A
 PP1990'1970---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST CONCRETE MONUMENT
 PP1990'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 PP1990
 PP1990                          STATION RECOVERY (1978)
 PP1990
 PP1990'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 (EGS)
 PP1990'THE MARK IS LOCATED IN THE TOWN OF CHANHASSEN, 1.2 MILES SOUTH ALONG
 PP1990'TRUNK HIGHWAY 41 FROM ITS JUNCTION WITH TRUNK HIGHWAY 7 IN EXCELSIOR,
 PP1990'1.0 MILE NORTH ALONG HIGHWAY 41 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 PP1990'5, NEAR THE JUNCTION OF A T-ROAD WEST TO CHARMAR FARMS AND IS IN THE
 PP1990'NE 1/4 OF SECTION 9, T116N, R23W.  THE MARK IS 51 FEET WEST OF AND
 PP1990'ABOUT 4 FEET HIGHER THAN THE CENTERLINE OF HIGHWAY AT MILEPOINT 8.1,
 PP1990'53 FEET NORTH OF A POWER POLE, 45 FEET SOUTH OF THE CENTER OF THE
 PP1990'T-ROAD WEST, 2 FEET EAST OF A WHITE BOARD FENCE AND 1 FOOT EAST OF A
 PP1990'STEEL WITNESS POST.  THE MARK , A STANDARD MNDT BENCH MARK DISK
 PP1990'STAMPED---1008 A 1970---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST
 PP1990'CONCRETE MONUMENT (MAGNETIC) THAT IS FLUSH WITH THE SURFACE OF THE
 PP1990'GROUND.
 PP1990
 PP1990                          STATION RECOVERY (1992)
 PP1990
 PP1990'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP1990'RECOVERED AS DESCRIBED.
 PP1990
 PP1990                          STATION RECOVERY (2002)
 PP1990
 PP1990'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1990'MARKER ON CONCRETE BASE 8 INCHES ABOVE GROUND
 PP1990
 PP1990                          STATION RECOVERY (2006)
 PP1990
 PP1990'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP1990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1971 ***********************************************************************
 PP1971  DESIGNATION -  1008 E
 PP1971  PID         -  PP1971
 PP1971  STATE/COUNTY-  MN/CARVER
 PP1971  USGS QUAD   -  SHAKOPEE (1993)
 PP1971
 PP1971                         *CURRENT SURVEY CONTROL
 PP1971  ___________________________________________________________________
 PP1971* NAD 83(1986)-  44 48 24.     (N)    093 36 08.     (W)     SCALED    
 PP1971* NAVD 88     -       281.140  (meters)     922.37   (feet)  ADJUSTED  
 PP1971  ___________________________________________________________________
 PP1971  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 PP1971  DYNAMIC HT  -         281.138 (meters)     922.37  (feet)  COMP
 PP1971  MODELED GRAV-     980,601.3   (mgal)                       NAVD 88
 PP1971
 PP1971  VERT ORDER  -  SECOND    CLASS I
 PP1971
 PP1971.The horizontal coordinates were scaled from a topographic map and have
 PP1971.an estimated accuracy of +/- 6 seconds.
 PP1971
 PP1971.The orthometric height was determined by differential leveling
 PP1971.and adjusted by the National Geodetic Survey in November 1999..
 PP1971
 PP1971.The geoid height was determined by GEOID03.
 PP1971
 PP1971.The dynamic height is computed by dividing the NAVD 88
 PP1971.geopotential number by the normal gravity value computed on the
 PP1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1971.degrees latitude (g = 980.6199 gals.).
 PP1971
 PP1971.The modeled gravity was interpolated from observed gravity values.
 PP1971
 PP1971;                    North         East    Units  Estimated Accuracy
 PP1971;SPC MN S     -   300,820.      831,470.      MT  (+/- 180 meters Scaled)
 PP1971
 PP1971                          SUPERSEDED SURVEY CONTROL
 PP1971
 PP1971  NAVD 88 (06/15/91)  281.137  (m)          922.36   (f) UNKNOWN     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: 15TVK523616(NAD 83)
 PP1971_MARKER: DB = BENCH MARK DISK
 PP1971_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PP1971+WITH SETTING: PAVEMENT
 PP1971_SP_SET: FLAG POLE BASE
 PP1971_STAMPING: 1008 E 1970
 PP1971_MARK LOGO: MNDT  
 PP1971_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1971+STABILITY: SURFACE MOTION
 PP1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1971+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 PP1971
 PP1971  HISTORY     - Date     Condition        Report By
 PP1971  HISTORY     - 1970     MONUMENTED       MNDT
 PP1971  HISTORY     - 19920727 GOOD             MNDT
 PP1971
 PP1971                          STATION DESCRIPTION
 PP1971
 PP1971'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6486 ***********************************************************************
 AE6486  DESIGNATION -  1008 H
 AE6486  PID         -  AE6486
 AE6486  STATE/COUNTY-  MN/CARVER
 AE6486  USGS QUAD   -  SHAKOPEE (1993)
 AE6486
 AE6486                         *CURRENT SURVEY CONTROL
 AE6486  ___________________________________________________________________
 AE6486* NAD 83(1986)-  44 50 41.     (N)    093 35 52.     (W)     SCALED    
 AE6486* NAVD 88     -       287.806  (meters)     944.24   (feet)  ADJUSTED  
 AE6486  ___________________________________________________________________
 AE6486  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AE6486  DYNAMIC HT  -         287.803 (meters)     944.23  (feet)  COMP
 AE6486  MODELED GRAV-     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
 AE6486.and adjusted by the National Geodetic Survey in November 1999..
 AE6486
 AE6486.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE5176 ***********************************************************************
 AE5176  DESIGNATION -  1008 J
 AE5176  PID         -  AE5176
 AE5176  STATE/COUNTY-  MN/CARVER
 AE5176  USGS QUAD   -  EXCELSIOR (1997)
 AE5176
 AE5176                         *CURRENT SURVEY CONTROL
 AE5176  ___________________________________________________________________
 AE5176* NAD 83(1986)-  44 53 09.     (N)    093 34 59.     (W)     SCALED    
 AE5176* NAVD 88     -       307.338  (meters)    1008.32   (feet)  ADJUSTED  
 AE5176  ___________________________________________________________________
 AE5176  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AE5176  DYNAMIC HT  -         307.334 (meters)    1008.31  (feet)  COMP
 AE5176  MODELED GRAV-     980,591.6   (mgal)                       NAVD 88
 AE5176
 AE5176  VERT ORDER  -  SECOND    CLASS I
 AE5176
 AE5176.The horizontal coordinates were scaled from a topographic map and have
 AE5176.an estimated accuracy of +/- 6 seconds.
 AE5176
 AE5176.The orthometric height was determined by differential leveling
 AE5176.and adjusted by the National Geodetic Survey in November 1999..
 AE5176
 AE5176.The geoid height was determined by GEOID03.
 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     -   309,620.      832,940.      MT  (+/- 180 meters Scaled)
 AE5176
 AE5176                          SUPERSEDED SURVEY CONTROL
 AE5176
 AE5176.No superseded survey control is available for this station.
 AE5176
 AE5176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK539704(NAD 83)
 AE5176_MARKER: DB = BENCH MARK DISK
 AE5176_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE5176+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 AE5170 ***********************************************************************
 AE5170  DESIGNATION -  1008 K
 AE5170  PID         -  AE5170
 AE5170  STATE/COUNTY-  MN/CARVER
 AE5170  USGS QUAD   -  SHAKOPEE (1993)
 AE5170
 AE5170                         *CURRENT SURVEY CONTROL
 AE5170  ___________________________________________________________________
 AE5170* NAD 83(1986)-  44 49 14.     (N)    093 36 06.     (W)     SCALED    
 AE5170* NAVD 88     -       284.810  (meters)     934.41   (feet)  ADJUSTED  
 AE5170  ___________________________________________________________________
 AE5170  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AE5170  DYNAMIC HT  -         284.807 (meters)     934.40  (feet)  COMP
 AE5170  MODELED GRAV-     980,599.6   (mgal)                       NAVD 88
 AE5170
 AE5170  VERT ORDER  -  SECOND    CLASS I
 AE5170
 AE5170.The horizontal coordinates were scaled from a topographic map and have
 AE5170.an estimated accuracy of +/- 6 seconds.
 AE5170
 AE5170.The orthometric height was determined by differential leveling
 AE5170.and adjusted by the National Geodetic Survey in November 1999..
 AE5170
 AE5170.The geoid height was determined by GEOID03.
 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     -   302,360.      831,500.      MT  (+/- 180 meters Scaled)
 AE5170
 AE5170                          SUPERSEDED SURVEY CONTROL
 AE5170
 AE5170.No superseded survey control is available for this station.
 AE5170
 AE5170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK524631(NAD 83)
 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 - 1992
 AE5170_ROD/PIPE-DEPTH:  5.5 meters
 AE5170
 AE5170  HISTORY     - Date     Condition        Report By
 AE5170  HISTORY     - 1992     MONUMENTED       MNDT
 AE5170  HISTORY     - 20021016 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5171 ***********************************************************************
 AE5171  DESIGNATION -  1008 L
 AE5171  PID         -  AE5171
 AE5171  STATE/COUNTY-  MN/CARVER
 AE5171  USGS QUAD   -  SHAKOPEE (1993)
 AE5171
 AE5171                         *CURRENT SURVEY CONTROL
 AE5171  ___________________________________________________________________
 AE5171* NAD 83(1986)-  44 49 44.     (N)    093 36 09.     (W)     SCALED    
 AE5171* NAVD 88     -       284.702  (meters)     934.06   (feet)  ADJUSTED  
 AE5171  ___________________________________________________________________
 AE5171  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AE5171  DYNAMIC HT  -         284.699 (meters)     934.05  (feet)  COMP
 AE5171  MODELED GRAV-     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
 AE5171.and adjusted by the National Geodetic Survey in November 1999..
 AE5171
 AE5171.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE5172 ***********************************************************************
 AE5172  DESIGNATION -  1008 M
 AE5172  PID         -  AE5172
 AE5172  STATE/COUNTY-  MN/CARVER
 AE5172  USGS QUAD   -  SHAKOPEE (1993)
 AE5172
 AE5172                         *CURRENT SURVEY CONTROL
 AE5172  ___________________________________________________________________
 AE5172* NAD 83(1986)-  44 50 15.     (N)    093 36 05.     (W)     SCALED    
 AE5172* NAVD 88     -       294.598  (meters)     966.53   (feet)  ADJUSTED  
 AE5172  ___________________________________________________________________
 AE5172  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AE5172  DYNAMIC HT  -         294.595 (meters)     966.52  (feet)  COMP
 AE5172  MODELED GRAV-     980,597.2   (mgal)                       NAVD 88
 AE5172
 AE5172  VERT ORDER  -  SECOND    CLASS I
 AE5172
 AE5172.The horizontal coordinates were scaled from a topographic map and have
 AE5172.an estimated accuracy of +/- 6 seconds.
 AE5172
 AE5172.The orthometric height was determined by differential leveling
 AE5172.and adjusted by the National Geodetic Survey in November 1999..
 AE5172
 AE5172.The geoid height was determined by GEOID03.
 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     -   304,250.      831,520.      MT  (+/- 180 meters Scaled)
 AE5172
 AE5172                          SUPERSEDED SURVEY CONTROL
 AE5172
 AE5172.No superseded survey control is available for this station.
 AE5172
 AE5172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK524650(NAD 83)
 AE5172_MARKER: DV = VERTICAL CONTROL DISK
 AE5172_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5172_STAMPING: 1008 M 1992
 AE5172_MARK LOGO: MNDT  
 AE5172_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5172+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE5172
 AE5172  HISTORY     - Date     Condition        Report By
 AE5172  HISTORY     - 1992     MONUMENTED       MNDT
 AE5172  HISTORY     - 20021016 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5174 ***********************************************************************
 AE5174  DESIGNATION -  1008 N
 AE5174  PID         -  AE5174
 AE5174  STATE/COUNTY-  MN/CARVER
 AE5174  USGS QUAD   -  SHAKOPEE (1993)
 AE5174
 AE5174                         *CURRENT SURVEY CONTROL
 AE5174  ___________________________________________________________________
 AE5174* NAD 83(1986)-  44 50 58.     (N)    093 35 49.     (W)     SCALED    
 AE5174* NAVD 88     -       298.682  (meters)     979.93   (feet)  ADJUSTED  
 AE5174  ___________________________________________________________________
 AE5174  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AE5174  DYNAMIC HT  -         298.678 (meters)     979.91  (feet)  COMP
 AE5174  MODELED GRAV-     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
 AE5174.and adjusted by the National Geodetic Survey in November 1999..
 AE5174
 AE5174.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE5175 ***********************************************************************
 AE5175  DESIGNATION -  1008 P
 AE5175  PID         -  AE5175
 AE5175  STATE/COUNTY-  MN/CARVER
 AE5175  USGS QUAD   -  SHAKOPEE (1993)
 AE5175
 AE5175                         *CURRENT SURVEY CONTROL
 AE5175  ___________________________________________________________________
 AE5175* NAD 83(1986)-  44 52 23.     (N)    093 35 25.     (W)     SCALED    
 AE5175* NAVD 88     -       303.734  (meters)     996.50   (feet)  ADJUSTED  
 AE5175  ___________________________________________________________________
 AE5175  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AE5175  DYNAMIC HT  -         303.730 (meters)     996.49  (feet)  COMP
 AE5175  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 AE5175
 AE5175  VERT ORDER  -  SECOND    CLASS I
 AE5175
 AE5175.The horizontal coordinates were scaled from a topographic map and have
 AE5175.an estimated accuracy of +/- 6 seconds.
 AE5175
 AE5175.The orthometric height was determined by differential leveling
 AE5175.and adjusted by the National Geodetic Survey in November 1999..
 AE5175
 AE5175.The geoid height was determined by GEOID03.
 AE5175
 AE5175.The dynamic height is computed by dividing the NAVD 88
 AE5175.geopotential number by the normal gravity value computed on the
 AE5175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5175.degrees latitude (g = 980.6199 gals.).
 AE5175
 AE5175.The modeled gravity was interpolated from observed gravity values.
 AE5175
 AE5175;                    North         East    Units  Estimated Accuracy
 AE5175;SPC MN S     -   308,200.      832,380.      MT  (+/- 180 meters Scaled)
 AE5175
 AE5175                          SUPERSEDED SURVEY CONTROL
 AE5175
 AE5175.No superseded survey control is available for this station.
 AE5175
 AE5175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK533690(NAD 83)
 AE5175_MARKER: DV = VERTICAL CONTROL DISK
 AE5175_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE5175_STAMPING: 1008 P 1992
 AE5175_MARK LOGO: MNDT  
 AE5175_PROJECTION: RECESSED 5 CENTIMETERS
 AE5175_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5175+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2006
 AE5175_ROD/PIPE-DEPTH:  7.0 meters
 AE5175
 AE5175  HISTORY     - Date     Condition        Report By
 AE5175  HISTORY     - 1992     MONUMENTED       MNDT
 AE5175  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 AE5175  HISTORY     - 20060408 GOOD             USPSQD
 AE5175
 AE5175                          STATION DESCRIPTION
 AE5175
 AE5175'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE5175'2.5 MI (4.0 KM) SSW OF EXCELSIOR, 0.85 MI (1.37 KM) NORTH ALONG TH 41
 AE5175'FROM THE JCT OF TH 41 AND TH 5, AT TH 41 MP 7.95, 73.5 FT (22.4 M) SE
 AE5175'OF TH 41, 53.5 FT (16.3 M) NE OF A P-POLE, 23.0 FT (7.0 M) NE OF AN
 AE5175'ENT, 1.0 FT (0.3 M) SW OF A R/W POST, 1.0 FT (0.3 M) SW OF A WIT POST.
 AE5175
 AE5175                          STATION RECOVERY (2002)
 AE5175
 AE5175'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5175'MARK NOT FOUND.
 AE5175
 AE5175                          STATION RECOVERY (2006)
 AE5175
 AE5175'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 AE5175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5181 ***********************************************************************
 AE5181  DESIGNATION -  1008 Q
 AE5181  PID         -  AE5181
 AE5181  STATE/COUNTY-  MN/CARVER
 AE5181  USGS QUAD   -  EXCELSIOR (1997)
 AE5181
 AE5181                         *CURRENT SURVEY CONTROL
 AE5181  ___________________________________________________________________
 AE5181* NAD 83(1986)-  44 52 49.     (N)    093 35 10.     (W)     SCALED    
 AE5181* NAVD 88     -       315.362  (meters)    1034.65   (feet)  ADJUSTED  
 AE5181  ___________________________________________________________________
 AE5181  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AE5181  DYNAMIC HT  -         315.358 (meters)    1034.64  (feet)  COMP
 AE5181  MODELED GRAV-     980,592.1   (mgal)                       NAVD 88
 AE5181
 AE5181  VERT ORDER  -  SECOND    CLASS I
 AE5181
 AE5181.The horizontal coordinates were scaled from a topographic map and have
 AE5181.an estimated accuracy of +/- 6 seconds.
 AE5181
 AE5181.The orthometric height was determined by differential leveling
 AE5181.and adjusted by the National Geodetic Survey in November 1999..
 AE5181.No vertical observational check was made to the station.
 AE5181
 AE5181.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AE5181;SPC MN S     -   309,010.      832,700.      MT  (+/- 180 meters Scaled)
 AE5181
 AE5181                          SUPERSEDED SURVEY CONTROL
 AE5181
 AE5181.No superseded survey control is available for this station.
 AE5181
 AE5181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK537698(NAD 83)
 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 - April 08, 2006
 AE5181_ROD/PIPE-DEPTH:  5.5 meters
 AE5181
 AE5181  HISTORY     - Date     Condition        Report By
 AE5181  HISTORY     - 1992     MONUMENTED       MNDT
 AE5181  HISTORY     - 20021010 GOOD             USPSQD
 AE5181  HISTORY     - 20060408 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6896 ***********************************************************************
 AE6896  DESIGNATION -  1009 A
 AE6896  PID         -  AE6896
 AE6896  STATE/COUNTY-  MN/CARVER
 AE6896  USGS QUAD   -  SHAKOPEE (1993)
 AE6896
 AE6896                         *CURRENT SURVEY CONTROL
 AE6896  ___________________________________________________________________
 AE6896* NAD 83(1986)-  44 49 02.     (N)    093 32 14.     (W)     SCALED    
 AE6896* NAVD 88     -       277.704  (meters)     911.10   (feet)  ADJUSTED  
 AE6896  ___________________________________________________________________
 AE6896  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AE6896  DYNAMIC HT  -         277.700 (meters)     911.09  (feet)  COMP
 AE6896  MODELED GRAV-     980,593.5   (mgal)                       NAVD 88
 AE6896
 AE6896  VERT ORDER  -  SECOND    CLASS II
 AE6896
 AE6896.The horizontal coordinates were scaled from a topographic map and have
 AE6896.an estimated accuracy of +/- 6 seconds.
 AE6896
 AE6896.The orthometric height was determined by differential leveling
 AE6896.and adjusted by the National Geodetic Survey in November 1999..
 AE6896
 AE6896.The geoid height was determined by GEOID03.
 AE6896
 AE6896.The dynamic height is computed by dividing the NAVD 88
 AE6896.geopotential number by the normal gravity value computed on the
 AE6896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6896.degrees latitude (g = 980.6199 gals.).
 AE6896
 AE6896.The modeled gravity was interpolated from observed gravity values.
 AE6896
 AE6896;                    North         East    Units  Estimated Accuracy
 AE6896;SPC MN S     -   302,020.      836,600.      MT  (+/- 180 meters Scaled)
 AE6896
 AE6896                          SUPERSEDED SURVEY CONTROL
 AE6896
 AE6896.No superseded survey control is available for this station.
 AE6896
 AE6896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK575627(NAD 83)
 AE6896_MARKER: DB = BENCH MARK DISK
 AE6896_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6896_STAMPING: 1009 A 1979
 AE6896_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6896
 AE6896  HISTORY     - Date     Condition        Report By
 AE6896  HISTORY     - 1979     MONUMENTED       MNDT
 AE6896
 AE6896                          STATION DESCRIPTION
 AE6896
 AE6896'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1551 ***********************************************************************
 PP1551  DESIGNATION -  1009.5
 PP1551  PID         -  PP1551
 PP1551  STATE/COUNTY-  MN/RICE
 PP1551  USGS QUAD   -  FARIBAULT (1991)
 PP1551
 PP1551                         *CURRENT SURVEY CONTROL
 PP1551  ___________________________________________________________________
 PP1551* NAD 83(1986)-  44 17 25.     (N)    093 16 38.     (W)     SCALED    
 PP1551* NAVD 88     -       307.674  (meters)    1009.43   (feet)  ADJUSTED  
 PP1551  ___________________________________________________________________
 PP1551  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 PP1551  DYNAMIC HT  -         307.638 (meters)    1009.31  (feet)  COMP
 PP1551  MODELED GRAV-     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
 PP1551.and adjusted by the National Geodetic Survey in June 1991..
 PP1551
 PP1551.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP2513 ***********************************************************************
 PP2513  DESIGNATION -  101
 PP2513  PID         -  PP2513
 PP2513  STATE/COUNTY-  MN/RAMSEY
 PP2513  USGS QUAD   -  ST PAUL EAST (1993)
 PP2513
 PP2513                         *CURRENT SURVEY CONTROL
 PP2513  ___________________________________________________________________
 PP2513* NAD 83(1996)-  44 59 49.95896(N)    093 05 24.70090(W)     ADJUSTED  
 PP2513* NAVD 88     -       280.91   (+/-2cm)     921.6    (feet)  VERTCON   
 PP2513  ___________________________________________________________________
 PP2513  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 PP2513  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 PP2513
 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.The vertical order pertains to the NGVD 29 superseded value.
 PP2513
 PP2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2513
 PP2513.The geoid height was determined by GEOID03.
 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;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     -   0.99996024  x   0.99995945  =   0.99991969
 PP2513!UTM  15      -   0.99996024  x   0.99960062  =   0.99956088
 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: 15TVK9289182645(NAD 83)
 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 = OCTOBER  6, 2006
 AD8811 ***********************************************************************
 AD8811  DESIGNATION -  1011 A
 AD8811  PID         -  AD8811
 AD8811  STATE/COUNTY-  MN/CARVER
 AD8811  USGS QUAD   -  SHAKOPEE (1993)
 AD8811
 AD8811                         *CURRENT SURVEY CONTROL
 AD8811  ___________________________________________________________________
 AD8811* NAD 83(1986)-  44 48 31.     (N)    093 32 06.     (W)     SCALED    
 AD8811* NAVD 88     -       218.113  (meters)     715.59   (feet)  ADJUSTED  
 AD8811  ___________________________________________________________________
 AD8811  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AD8811  DYNAMIC HT  -         218.110 (meters)     715.58  (feet)  COMP
 AD8811  MODELED GRAV-     980,593.0   (mgal)                       NAVD 88
 AD8811
 AD8811  VERT ORDER  -  SECOND    CLASS I
 AD8811
 AD8811.The horizontal coordinates were scaled from a topographic map and have
 AD8811.an estimated accuracy of +/- 6 seconds.
 AD8811
 AD8811.The orthometric height was determined by differential leveling
 AD8811.and adjusted by the National Geodetic Survey in September 1997..
 AD8811
 AD8811.The geoid height was determined by GEOID03.
 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     -   301,060.      836,780.      MT  (+/- 180 meters Scaled)
 AD8811
 AD8811                          SUPERSEDED SURVEY CONTROL
 AD8811
 AD8811.No superseded survey control is available for this station.
 AD8811
 AD8811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK576618(NAD 83)
 AD8811_MARKER: DD = SURVEY DISK
 AD8811_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 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 = OCTOBER  6, 2006
 AD8812 ***********************************************************************
 AD8812  DESIGNATION -  1011 A 1
 AD8812  PID         -  AD8812
 AD8812  STATE/COUNTY-  MN/CARVER
 AD8812  USGS QUAD   -  SHAKOPEE (1993)
 AD8812
 AD8812                         *CURRENT SURVEY CONTROL
 AD8812  ___________________________________________________________________
 AD8812* NAD 83(1986)-  44 48 28.     (N)    093 32 04.     (W)     SCALED    
 AD8812* NAVD 88     -       217.851  (meters)     714.73   (feet)  ADJUSTED  
 AD8812  ___________________________________________________________________
 AD8812  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AD8812  DYNAMIC HT  -         217.847 (meters)     714.72  (feet)  COMP
 AD8812  MODELED GRAV-     980,592.8   (mgal)                       NAVD 88
 AD8812
 AD8812  VERT ORDER  -  SECOND    CLASS I
 AD8812
 AD8812.The horizontal coordinates were scaled from a topographic map and have
 AD8812.an estimated accuracy of +/- 6 seconds.
 AD8812
 AD8812.The orthometric height was determined by differential leveling
 AD8812.and adjusted by the National Geodetic Survey in September 1997..
 AD8812
 AD8812.The geoid height was determined by GEOID03.
 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     -   300,970.      836,830.      MT  (+/- 180 meters Scaled)
 AD8812
 AD8812                          SUPERSEDED SURVEY CONTROL
 AD8812
 AD8812.No superseded survey control is available for this station.
 AD8812
 AD8812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK577617(NAD 83)
 AD8812_MARKER: DD = SURVEY DISK
 AD8812_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 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 = OCTOBER  6, 2006
 AD8813 ***********************************************************************
 AD8813  DESIGNATION -  1011 A 2
 AD8813  PID         -  AD8813
 AD8813  STATE/COUNTY-  MN/CARVER
 AD8813  USGS QUAD   -  SHAKOPEE (1993)
 AD8813
 AD8813                         *CURRENT SURVEY CONTROL
 AD8813  ___________________________________________________________________
 AD8813* NAD 83(1986)-  44 48 51.     (N)    093 31 58.     (W)     SCALED    
 AD8813* NAVD 88     -       220.883  (meters)     724.68   (feet)  ADJUSTED  
 AD8813  ___________________________________________________________________
 AD8813  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AD8813  DYNAMIC HT  -         220.879 (meters)     724.67  (feet)  COMP
 AD8813  MODELED GRAV-     980,592.6   (mgal)                       NAVD 88
 AD8813
 AD8813  VERT ORDER  -  SECOND    CLASS I
 AD8813
 AD8813.The horizontal coordinates were scaled from a topographic map and have
 AD8813.an estimated accuracy of +/- 6 seconds.
 AD8813
 AD8813.The orthometric height was determined by differential leveling
 AD8813.and adjusted by the National Geodetic Survey in September 1997..
 AD8813
 AD8813.The geoid height was determined by GEOID03.
 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     -   301,680.      836,960.      MT  (+/- 180 meters Scaled)
 AD8813
 AD8813                          SUPERSEDED SURVEY CONTROL
 AD8813
 AD8813.No superseded survey control is available for this station.
 AD8813
 AD8813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK578624(NAD 83)
 AD8813_MARKER: DD = SURVEY DISK
 AD8813_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AD8813+WITH SETTING: INTO GROUND
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD8814 ***********************************************************************
 AD8814  DESIGNATION -  1011 B
 AD8814  PID         -  AD8814
 AD8814  STATE/COUNTY-  MN/CARVER
 AD8814  USGS QUAD   -  SHAKOPEE (1993)
 AD8814
 AD8814                         *CURRENT SURVEY CONTROL
 AD8814  ___________________________________________________________________
 AD8814* NAD 83(1986)-  44 49 00.     (N)    093 31 20.     (W)     SCALED    
 AD8814* NAVD 88     -       220.110  (meters)     722.14   (feet)  ADJUSTED  
 AD8814  ___________________________________________________________________
 AD8814  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AD8814  DYNAMIC HT  -         220.105 (meters)     722.13  (feet)  COMP
 AD8814  MODELED GRAV-     980,590.5   (mgal)                       NAVD 88
 AD8814
 AD8814  VERT ORDER  -  SECOND    CLASS I
 AD8814
 AD8814.The horizontal coordinates were scaled from a topographic map and have
 AD8814.an estimated accuracy of +/- 6 seconds.
 AD8814
 AD8814.The orthometric height was determined by differential leveling
 AD8814.and adjusted by the National Geodetic Survey in September 1997..
 AD8814
 AD8814.The geoid height was determined by GEOID03.
 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     -   301,960.      837,790.      MT  (+/- 180 meters Scaled)
 AD8814
 AD8814                          SUPERSEDED SURVEY CONTROL
 AD8814
 AD8814.No superseded survey control is available for this station.
 AD8814
 AD8814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK587627(NAD 83)
 AD8814_MARKER: DD = SURVEY DISK
 AD8814_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AD8814+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 PP1552 ***********************************************************************
 PP1552  DESIGNATION -  1011.9
 PP1552  PID         -  PP1552
 PP1552  STATE/COUNTY-  MN/RICE
 PP1552  USGS QUAD   -  FARIBAULT (1991)
 PP1552
 PP1552                         *CURRENT SURVEY CONTROL
 PP1552  ___________________________________________________________________
 PP1552* NAD 83(1986)-  44 17 25.     (N)    093 16 33.     (W)     SCALED    
 PP1552* NAVD 88     -       308.432  (meters)    1011.91   (feet)  ADJUSTED  
 PP1552  ___________________________________________________________________
 PP1552  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 PP1552  DYNAMIC HT  -         308.396 (meters)    1011.80  (feet)  COMP
 PP1552  MODELED GRAV-     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
 PP1552.and adjusted by the National Geodetic Survey in June 1991..
 PP1552
 PP1552.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH2344 ***********************************************************************
 AH2344  DESIGNATION -  1012 B
 AH2344  PID         -  AH2344
 AH2344  STATE/COUNTY-  MN/CARVER
 AH2344  USGS QUAD   -  NORWOOD (1981)
 AH2344
 AH2344                         *CURRENT SURVEY CONTROL
 AH2344  ___________________________________________________________________
 AH2344* NAD 83(1986)-  44 46 09.     (N)    093 58 52.     (W)     SCALED    
 AH2344* NAVD 88     -       301.241  (meters)     988.32   (feet)  ADJUSTED  
 AH2344  ___________________________________________________________________
 AH2344  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AH2344  DYNAMIC HT  -         301.212 (meters)     988.23  (feet)  COMP
 AH2344  MODELED GRAV-     980,514.0   (mgal)                       NAVD 88
 AH2344
 AH2344  VERT ORDER  -  SECOND    CLASS II
 AH2344
 AH2344.The horizontal coordinates were scaled from a topographic map and have
 AH2344.an estimated accuracy of +/- 6 seconds.
 AH2344
 AH2344.The orthometric height was determined by differential leveling
 AH2344.and adjusted by the National Geodetic Survey in March 2000..
 AH2344
 AH2344.The geoid height was determined by GEOID03.
 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     -   296,580.      801,500.      MT  (+/- 180 meters Scaled)
 AH2344
 AH2344                          SUPERSEDED SURVEY CONTROL
 AH2344
 AH2344.No superseded survey control is available for this station.
 AH2344
 AH2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK223577(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2344
 AH2344  HISTORY     - Date     Condition        Report By
 AH2344  HISTORY     - 1974     MONUMENTED       MNDT
 AH2344  HISTORY     - 1979     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2346 ***********************************************************************
 AH2346  DESIGNATION -  1012 D
 AH2346  PID         -  AH2346
 AH2346  STATE/COUNTY-  MN/CARVER
 AH2346  USGS QUAD   -  NORWOOD (1981)
 AH2346
 AH2346                         *CURRENT SURVEY CONTROL
 AH2346  ___________________________________________________________________
 AH2346* NAD 83(1986)-  44 46 03.     (N)    093 59 59.     (W)     SCALED    
 AH2346* NAVD 88     -       303.244  (meters)     994.89   (feet)  ADJUSTED  
 AH2346  ___________________________________________________________________
 AH2346  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AH2346  DYNAMIC HT  -         303.215 (meters)     994.80  (feet)  COMP
 AH2346  MODELED GRAV-     980,514.1   (mgal)                       NAVD 88
 AH2346
 AH2346  VERT ORDER  -  SECOND    CLASS II
 AH2346
 AH2346.The horizontal coordinates were scaled from a topographic map and have
 AH2346.an estimated accuracy of +/- 6 seconds.
 AH2346
 AH2346.The orthometric height was determined by differential leveling
 AH2346.and adjusted by the National Geodetic Survey in March 2000..
 AH2346
 AH2346.The geoid height was determined by GEOID03.
 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     -   296,390.      800,020.      MT  (+/- 180 meters Scaled)
 AH2346
 AH2346                          SUPERSEDED SURVEY CONTROL
 AH2346
 AH2346.No superseded survey control is available for this station.
 AH2346
 AH2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK208576(NAD 83)
 AH2346_MARKER: DB = BENCH MARK DISK
 AH2346_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AH2346+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 AH2347 ***********************************************************************
 AH2347  DESIGNATION -  1012 E
 AH2347  PID         -  AH2347
 AH2347  STATE/COUNTY-  MN/CARVER
 AH2347  USGS QUAD   -  PLATO (1982)
 AH2347
 AH2347                         *CURRENT SURVEY CONTROL
 AH2347  ___________________________________________________________________
 AH2347* NAD 83(1986)-  44 46 04.     (N)    094 00 32.     (W)     SCALED    
 AH2347* NAVD 88     -       306.257  (meters)    1004.78   (feet)  ADJUSTED  
 AH2347  ___________________________________________________________________
 AH2347  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AH2347  DYNAMIC HT  -         306.226 (meters)    1004.68  (feet)  COMP
 AH2347  MODELED GRAV-     980,507.8   (mgal)                       NAVD 88
 AH2347
 AH2347  VERT ORDER  -  SECOND    CLASS II
 AH2347
 AH2347.The horizontal coordinates were scaled from a topographic map and have
 AH2347.an estimated accuracy of +/- 6 seconds.
 AH2347
 AH2347.The orthometric height was determined by differential leveling
 AH2347.and adjusted by the National Geodetic Survey in March 2000..
 AH2347
 AH2347.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AH2347;SPC MN S     -   296,420.      799,300.      MT  (+/- 180 meters Scaled)
 AH2347
 AH2347                          SUPERSEDED SURVEY CONTROL
 AH2347
 AH2347.No superseded survey control is available for this station.
 AH2347
 AH2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK201576(NAD 83)
 AH2347_MARKER: DB = BENCH MARK 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2347
 AH2347  HISTORY     - Date     Condition        Report By
 AH2347  HISTORY     - 1979     MONUMENTED       MNDT
 AH2347
 AH2347                          STATION DESCRIPTION
 AH2347
 AH2347'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1860 ***********************************************************************
 PP1860  DESIGNATION -  1013 AA
 PP1860  PID         -  PP1860
 PP1860  STATE/COUNTY-  MN/CARVER
 PP1860  USGS QUAD   -  WACONIA (1993)
 PP1860
 PP1860                         *CURRENT SURVEY CONTROL
 PP1860  ___________________________________________________________________
 PP1860* NAD 83(1986)-  44 46 07.     (N)    093 50 09.     (W)     SCALED    
 PP1860* NAVD 88     -       296.097  (meters)     971.44   (feet)  ADJUSTED  
 PP1860  ___________________________________________________________________
 PP1860  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 PP1860  DYNAMIC HT  -         296.075 (meters)     971.37  (feet)  COMP
 PP1860  MODELED GRAV-     980,536.1   (mgal)                       NAVD 88
 PP1860
 PP1860  VERT ORDER  -  SECOND    CLASS 0
 PP1860
 PP1860.The horizontal coordinates were scaled from a topographic map and have
 PP1860.an estimated accuracy of +/- 6 seconds.
 PP1860
 PP1860.The orthometric height was determined by differential leveling
 PP1860.and adjusted by the National Geodetic Survey in June 1991..
 PP1860
 PP1860.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PP1860;SPC MN S     -   296,530.      813,000.      MT  (+/- 180 meters Scaled)
 PP1860
 PP1860                          SUPERSEDED SURVEY CONTROL
 PP1860
 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: 15TVK338575(NAD 83)
 PP1860_MARKER: DD = SURVEY DISK
 PP1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1860_STAMPING: 1013-AA 1970
 PP1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1860+STABILITY: SURFACE MOTION
 PP1860
 PP1860  HISTORY     - Date     Condition        Report By
 PP1860  HISTORY     - 1970     MONUMENTED       MNDT
 PP1860
 PP1860                          STATION DESCRIPTION
 PP1860
 PP1860'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6889 ***********************************************************************
 AE6889  DESIGNATION -  1013 AH
 AE6889  PID         -  AE6889
 AE6889  STATE/COUNTY-  MN/CARVER
 AE6889  USGS QUAD   -  SHAKOPEE (1993)
 AE6889
 AE6889                         *CURRENT SURVEY CONTROL
 AE6889  ___________________________________________________________________
 AE6889* NAD 83(1986)-  44 47 36.     (N)    093 35 37.     (W)     SCALED    
 AE6889* NAVD 88     -       223.106  (meters)     731.97   (feet)  ADJUSTED  
 AE6889  ___________________________________________________________________
 AE6889  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AE6889  DYNAMIC HT  -         223.104 (meters)     731.97  (feet)  COMP
 AE6889  MODELED GRAV-     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
 AE6889.and adjusted by the National Geodetic Survey in November 1999..
 AE6889
 AE6889.The geoid height was determined by GEOID03.
 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.      832,160.      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_MARKER: DB = BENCH MARK DISK
 AE6889_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE6889_STAMPING: 1013 AH 1979
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6890 ***********************************************************************
 AE6890  DESIGNATION -  1013 AJ
 AE6890  PID         -  AE6890
 AE6890  STATE/COUNTY-  MN/CARVER
 AE6890  USGS QUAD   -  SHAKOPEE (1993)
 AE6890
 AE6890                         *CURRENT SURVEY CONTROL
 AE6890  ___________________________________________________________________
 AE6890* NAD 83(1986)-  44 47 56.     (N)    093 35 04.     (W)     SCALED    
 AE6890* NAVD 88     -       229.510  (meters)     752.98   (feet)  ADJUSTED  
 AE6890  ___________________________________________________________________
 AE6890  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AE6890  DYNAMIC HT  -         229.508 (meters)     752.98  (feet)  COMP
 AE6890  MODELED GRAV-     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
 AE6890.and adjusted by the National Geodetic Survey in November 1999..
 AE6890
 AE6890.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE6891 ***********************************************************************
 AE6891  DESIGNATION -  1013 AK
 AE6891  PID         -  AE6891
 AE6891  STATE/COUNTY-  MN/CARVER
 AE6891  USGS QUAD   -  SHAKOPEE (1993)
 AE6891
 AE6891                         *CURRENT SURVEY CONTROL
 AE6891  ___________________________________________________________________
 AE6891* NAD 83(1986)-  44 48 11.     (N)    093 34 36.     (W)     SCALED    
 AE6891* NAVD 88     -       231.225  (meters)     758.61   (feet)  ADJUSTED  
 AE6891  ___________________________________________________________________
 AE6891  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AE6891  DYNAMIC HT  -         231.223 (meters)     758.60  (feet)  COMP
 AE6891  MODELED GRAV-     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
 AE6891.and adjusted by the National Geodetic Survey in November 1999..
 AE6891
 AE6891.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE6893 ***********************************************************************
 AE6893  DESIGNATION -  1013 AM
 AE6893  PID         -  AE6893
 AE6893  STATE/COUNTY-  MN/CARVER
 AE6893  USGS QUAD   -  SHAKOPEE (1993)
 AE6893
 AE6893                         *CURRENT SURVEY CONTROL
 AE6893  ___________________________________________________________________
 AE6893* NAD 83(1986)-  44 48 26.     (N)    093 33 38.     (W)     SCALED    
 AE6893* NAVD 88     -       230.854  (meters)     757.39   (feet)  ADJUSTED  
 AE6893  ___________________________________________________________________
 AE6893  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AE6893  DYNAMIC HT  -         230.851 (meters)     757.38  (feet)  COMP
 AE6893  MODELED GRAV-     980,598.3   (mgal)                       NAVD 88
 AE6893
 AE6893  VERT ORDER  -  SECOND    CLASS II
 AE6893
 AE6893.The horizontal coordinates were scaled from a topographic map and have
 AE6893.an estimated accuracy of +/- 6 seconds.
 AE6893
 AE6893.The orthometric height was determined by differential leveling
 AE6893.and adjusted by the National Geodetic Survey in November 1999..
 AE6893
 AE6893.The geoid height was determined by GEOID03.
 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     -   300,900.      834,760.      MT  (+/- 180 meters Scaled)
 AE6893
 AE6893                          SUPERSEDED SURVEY CONTROL
 AE6893
 AE6893.No superseded survey control is available for this station.
 AE6893
 AE6893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK556616(NAD 83)
 AE6893_MARKER: DB = BENCH MARK DISK
 AE6893_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE6893+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 AE6894 ***********************************************************************
 AE6894  DESIGNATION -  1013 AN
 AE6894  PID         -  AE6894
 AE6894  STATE/COUNTY-  MN/CARVER
 AE6894  USGS QUAD   -  SHAKOPEE (1993)
 AE6894
 AE6894                         *CURRENT SURVEY CONTROL
 AE6894  ___________________________________________________________________
 AE6894* NAD 83(1986)-  44 48 38.     (N)    093 33 04.     (W)     SCALED    
 AE6894* NAVD 88     -       220.006  (meters)     721.80   (feet)  ADJUSTED  
 AE6894  ___________________________________________________________________
 AE6894  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AE6894  DYNAMIC HT  -         220.003 (meters)     721.79  (feet)  COMP
 AE6894  MODELED GRAV-     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
 AE6894.and adjusted by the National Geodetic Survey in November 1999..
 AE6894
 AE6894.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1852 ***********************************************************************
 PP1852  DESIGNATION -  1013 B
 PP1852  PID         -  PP1852
 PP1852  STATE/COUNTY-  MN/CARVER
 PP1852  USGS QUAD   -  NORWOOD (1981)
 PP1852
 PP1852                         *CURRENT SURVEY CONTROL
 PP1852  ___________________________________________________________________
 PP1852* NAD 83(1986)-  44 46 09.     (N)    093 55 00.     (W)     SCALED    
 PP1852* NAVD 88     -       299.370  (meters)     982.18   (feet)  ADJUSTED  
 PP1852  ___________________________________________________________________
 PP1852  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 PP1852  DYNAMIC HT  -         299.342 (meters)     982.09  (feet)  COMP
 PP1852  MODELED GRAV-     980,515.1   (mgal)                       NAVD 88
 PP1852
 PP1852  VERT ORDER  -  SECOND    CLASS 0
 PP1852
 PP1852.The horizontal coordinates were scaled from a topographic map and have
 PP1852.an estimated accuracy of +/- 6 seconds.
 PP1852
 PP1852.The orthometric height was determined by differential leveling
 PP1852.and adjusted by the National Geodetic Survey in June 1991..
 PP1852
 PP1852.The geoid height was determined by GEOID03.
 PP1852
 PP1852.The dynamic height is computed by dividing the NAVD 88
 PP1852.geopotential number by the normal gravity value computed on the
 PP1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1852.degrees latitude (g = 980.6199 gals.).
 PP1852
 PP1852.The modeled gravity was interpolated from observed gravity values.
 PP1852
 PP1852;                    North         East    Units  Estimated Accuracy
 PP1852;SPC MN S     -   296,580.      806,600.      MT  (+/- 180 meters Scaled)
 PP1852
 PP1852                          SUPERSEDED SURVEY CONTROL
 PP1852
 PP1852  NGVD 29 (??/??/92)  299.286  (m)          981.91   (f) ADJ UNCH    2 0
 PP1852
 PP1852.Superseded values are not recommended for survey control.
 PP1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1852.See file dsdata.txt to determine how the superseded data were derived.
 PP1852
 PP1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK274577(NAD 83)
 PP1852_MARKER: DD = SURVEY DISK
 PP1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1852_STAMPING: 1013 B 1970
 PP1852_MARK LOGO: MNDT  
 PP1852_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1852+STABILITY: SURFACE MOTION
 PP1852
 PP1852  HISTORY     - Date     Condition        Report By
 PP1852  HISTORY     - 1970     MONUMENTED       MNDT
 PP1852  HISTORY     - 1971     GOOD             MNDT
 PP1852  HISTORY     - 1978     GOOD             LOCSUR
 PP1852  HISTORY     - 1979     GOOD             MNDT
 PP1852
 PP1852                          STATION DESCRIPTION
 PP1852
 PP1852'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1852'0.6 MI NE FROM NORWOOD.
 PP1852'MARK IS LOCATED 0.3 MILES NORTH ALONG COUNTY ROAD 33 FROM THE JUNCTION
 PP1852'OF COUNTY ROAD 31 IN THE TOWN OF NORWOOD, THENCE, EAST 0.5 MILES ALONG
 PP1852'T.H. 212, 162 FEET EAST OF THE CROSSING (NORTH-SOUTH) OF THE
 PP1852'CHICAGO-NORTHWESTERN RAILROAD, 70 FEET NORTH OF T.H. 212 WEST BOUND
 PP1852'CENTERLINE STATION 1588+38, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN A
 PP1852'CONCRETE MONUMENT ABOUT 2 FEET HIGHER THAN THE ROADWAY, FLUSH WITH THE
 PP1852'GROUND.  NE 1/4 SECTION 14, T 115N, R 26W.
 PP1852
 PP1852                          STATION RECOVERY (1978)
 PP1852
 PP1852'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 PP1852'THE MARK IS 0.4 MILES NORTH MEASURED ALONG COUNTY ROAD 33 FROM THE
 PP1852'U.S. POST OFFICE IN NORWOOD. THEN EAST 0.5 MILES ALONG T.H. 212, 162
 PP1852'FEET EAST OF THE CROSSING (NORTH-SOUTH) OF THE CHICAGO-NORTHWESTERN
 PP1852'RAILROAD. IT IS 70 FEET NORTH OF T.H. 212 WESTBOUND CENTERLINE
 PP1852'(STATION 1588+38), 1 FOOT SOUTH OF A STEEL WITNESS POST, IN A
 PP1852'CONCRETE MONUMENT ABOUT 2 FEET HIGHER THAN THE ROADWAY,
 PP1852
 PP1852                          STATION RECOVERY (1979)
 PP1852
 PP1852'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
 PP1852'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1854 ***********************************************************************
 PP1854  DESIGNATION -  1013 C
 PP1854  PID         -  PP1854
 PP1854  STATE/COUNTY-  MN/CARVER
 PP1854  USGS QUAD   -  NORWOOD (1981)
 PP1854
 PP1854                         *CURRENT SURVEY CONTROL
 PP1854  ___________________________________________________________________
 PP1854* NAD 83(1986)-  44 46 07.     (N)    093 54 39.     (W)     SCALED    
 PP1854* NAVD 88     -       300.897  (meters)     987.19   (feet)  ADJUSTED  
 PP1854  ___________________________________________________________________
 PP1854  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 PP1854  DYNAMIC HT  -         300.870 (meters)     987.10  (feet)  COMP
 PP1854  MODELED GRAV-     980,516.7   (mgal)                       NAVD 88
 PP1854
 PP1854  VERT ORDER  -  SECOND    CLASS 0
 PP1854
 PP1854.The horizontal coordinates were scaled from a topographic map and have
 PP1854.an estimated accuracy of +/- 6 seconds.
 PP1854
 PP1854.The orthometric height was determined by differential leveling
 PP1854.and adjusted by the National Geodetic Survey in June 1991..
 PP1854
 PP1854.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PP1854;SPC MN S     -   296,520.      807,060.      MT  (+/- 180 meters Scaled)
 PP1854
 PP1854                          SUPERSEDED SURVEY CONTROL
 PP1854
 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: 15TVK279576(NAD 83)
 PP1854_MARKER: DD = SURVEY DISK
 PP1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1854_STAMPING: 1013-C 1970
 PP1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1854+STABILITY: SURFACE MOTION
 PP1854
 PP1854  HISTORY     - Date     Condition        Report By
 PP1854  HISTORY     - 1970     MONUMENTED       MNDT
 PP1854
 PP1854                          STATION DESCRIPTION
 PP1854
 PP1854'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1858 ***********************************************************************
 PP1858  DESIGNATION -  1013 E
 PP1858  PID         -  PP1858
 PP1858  STATE/COUNTY-  MN/CARVER
 PP1858  USGS QUAD   -  WACONIA (1993)
 PP1858
 PP1858                         *CURRENT SURVEY CONTROL
 PP1858  ___________________________________________________________________
 PP1858* NAD 83(1986)-  44 46 04.     (N)    093 51 43.     (W)     SCALED    
 PP1858* NAVD 88     -       301.060  (meters)     987.73   (feet)  ADJUSTED  
 PP1858  ___________________________________________________________________
 PP1858  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 PP1858  DYNAMIC HT  -         301.036 (meters)     987.65  (feet)  COMP
 PP1858  MODELED GRAV-     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
 PP1858.and adjusted by the National Geodetic Survey in June 1991..
 PP1858
 PP1858.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP1858_SETTING: 0 = UNSPECIFIED SETTING
 PP1858_STAMPING: 1013-E 1970
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1874 ***********************************************************************
 PP1874  DESIGNATION -  1013 H
 PP1874  PID         -  PP1874
 PP1874  STATE/COUNTY-  MN/CARVER
 PP1874  USGS QUAD   -  VICTORIA (1993)
 PP1874
 PP1874                         *CURRENT SURVEY CONTROL
 PP1874  ___________________________________________________________________
 PP1874* NAD 83(1986)-  44 46 33.     (N)    093 40 03.     (W)     SCALED    
 PP1874* NAVD 88     -       282.723  (meters)     927.57   (feet)  ADJUSTED  
 PP1874  ___________________________________________________________________
 PP1874  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 PP1874  DYNAMIC HT  -         282.717 (meters)     927.55  (feet)  COMP
 PP1874  MODELED GRAV-     980,588.1   (mgal)                       NAVD 88
 PP1874
 PP1874  VERT ORDER  -  SECOND    CLASS 0
 PP1874
 PP1874.The horizontal coordinates were scaled from a topographic map and have
 PP1874.an estimated accuracy of +/- 6 seconds.
 PP1874
 PP1874.The orthometric height was determined by differential leveling
 PP1874.and adjusted by the National Geodetic Survey in June 1991..
 PP1874
 PP1874.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PP1874;SPC MN S     -   297,370.      826,320.      MT  (+/- 180 meters Scaled)
 PP1874
 PP1874                          SUPERSEDED SURVEY CONTROL
 PP1874
 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: 15TVK471582(NAD 83)
 PP1874_MARKER: DD = SURVEY DISK
 PP1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1874_STAMPING: 1013-H 1968
 PP1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1874+STABILITY: SURFACE MOTION
 PP1874
 PP1874  HISTORY     - Date     Condition        Report By
 PP1874  HISTORY     - 1968     MONUMENTED       MNDT
 PP1874  HISTORY     - 1970     GOOD             MNDT
 PP1874  HISTORY     - 20021023 POOR             USPSQD
 PP1874  HISTORY     - 20040419 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1964 ***********************************************************************
 PP1964  DESIGNATION -  1013 L
 PP1964  PID         -  PP1964
 PP1964  STATE/COUNTY-  MN/CARVER
 PP1964  USGS QUAD   -  SHAKOPEE (1993)
 PP1964
 PP1964                         *CURRENT SURVEY CONTROL
 PP1964  ___________________________________________________________________
 PP1964* NAD 83(1986)-  44 49 20.     (N)    093 34 27.     (W)     SCALED    
 PP1964* NAVD 88     -       284.138  (meters)     932.21   (feet)  ADJUSTED  
 PP1964  ___________________________________________________________________
 PP1964  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 PP1964  DYNAMIC HT  -         284.136 (meters)     932.20  (feet)  COMP
 PP1964  MODELED GRAV-     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
 PP1964.and adjusted by the National Geodetic Survey in June 1991..
 PP1964
 PP1964.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1960 ***********************************************************************
 PP1960  DESIGNATION -  1013 Q
 PP1960  PID         -  PP1960
 PP1960  STATE/COUNTY-  MN/CARVER
 PP1960  USGS QUAD   -  SHAKOPEE (1993)
 PP1960
 PP1960                         *CURRENT SURVEY CONTROL
 PP1960  ___________________________________________________________________
 PP1960* NAD 83(1986)-  44 49 30.     (N)    093 32 16.     (W)     SCALED    
 PP1960* NAVD 88     -       283.643  (meters)     930.59   (feet)  ADJUSTED  
 PP1960  ___________________________________________________________________
 PP1960  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 PP1960  DYNAMIC HT  -         283.639 (meters)     930.57  (feet)  COMP
 PP1960  MODELED GRAV-     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
 PP1960.and adjusted by the National Geodetic Survey in June 1991..
 PP1960
 PP1960.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1959 ***********************************************************************
 PP1959  DESIGNATION -  1013 R
 PP1959  PID         -  PP1959
 PP1959  STATE/COUNTY-  MN/CARVER
 PP1959  USGS QUAD   -  SHAKOPEE (1993)
 PP1959
 PP1959                         *CURRENT SURVEY CONTROL
 PP1959  ___________________________________________________________________
 PP1959* NAD 83(1986)-  44 49 33.     (N)    093 31 54.     (W)     SCALED    
 PP1959* NAVD 88     -       280.368  (meters)     919.84   (feet)  ADJUSTED  
 PP1959  ___________________________________________________________________
 PP1959  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 PP1959  DYNAMIC HT  -         280.364 (meters)     919.83  (feet)  COMP
 PP1959  MODELED GRAV-     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
 PP1959.and adjusted by the National Geodetic Survey in June 1991..
 PP1959
 PP1959.The geoid height was determined by GEOID03.
 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_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: MNDT  
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2343 ***********************************************************************
 AH2343  DESIGNATION -  1013 T
 AH2343  PID         -  AH2343
 AH2343  STATE/COUNTY-  MN/CARVER
 AH2343  USGS QUAD   -  NORWOOD (1981)
 AH2343
 AH2343                         *CURRENT SURVEY CONTROL
 AH2343  ___________________________________________________________________
 AH2343* NAD 83(1986)-  44 46 04.     (N)    093 58 08.     (W)     SCALED    
 AH2343* NAVD 88     -       303.564  (meters)     995.94   (feet)  ADJUSTED  
 AH2343  ___________________________________________________________________
 AH2343  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AH2343  DYNAMIC HT  -         303.535 (meters)     995.85  (feet)  COMP
 AH2343  MODELED GRAV-     980,513.6   (mgal)                       NAVD 88
 AH2343
 AH2343  VERT ORDER  -  SECOND    CLASS II
 AH2343
 AH2343.The horizontal coordinates were scaled from a topographic map and have
 AH2343.an estimated accuracy of +/- 6 seconds.
 AH2343
 AH2343.The orthometric height was determined by differential leveling
 AH2343.and adjusted by the National Geodetic Survey in March 2000..
 AH2343
 AH2343.The geoid height was determined by GEOID03.
 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     -   296,420.      802,460.      MT  (+/- 180 meters Scaled)
 AH2343
 AH2343                          SUPERSEDED SURVEY CONTROL
 AH2343
 AH2343.No superseded survey control is available for this station.
 AH2343
 AH2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK233576(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2343
 AH2343  HISTORY     - Date     Condition        Report By
 AH2343  HISTORY     - 1970     MONUMENTED       MNDT
 AH2343  HISTORY     - 1979     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2342 ***********************************************************************
 AH2342  DESIGNATION -  1013 U
 AH2342  PID         -  AH2342
 AH2342  STATE/COUNTY-  MN/CARVER
 AH2342  USGS QUAD   -  NORWOOD (1981)
 AH2342
 AH2342                         *CURRENT SURVEY CONTROL
 AH2342  ___________________________________________________________________
 AH2342* NAD 83(1986)-  44 46 05.     (N)    093 57 35.     (W)     SCALED    
 AH2342* NAVD 88     -       303.398  (meters)     995.40   (feet)  ADJUSTED  
 AH2342  ___________________________________________________________________
 AH2342  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AH2342  DYNAMIC HT  -         303.369 (meters)     995.30  (feet)  COMP
 AH2342  MODELED GRAV-     980,513.5   (mgal)                       NAVD 88
 AH2342
 AH2342  VERT ORDER  -  SECOND    CLASS II
 AH2342
 AH2342.The horizontal coordinates were scaled from a topographic map and have
 AH2342.an estimated accuracy of +/- 6 seconds.
 AH2342
 AH2342.The orthometric height was determined by differential leveling
 AH2342.and adjusted by the National Geodetic Survey in March 2000..
 AH2342
 AH2342.The geoid height was determined by GEOID03.
 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     -   296,450.      803,190.      MT  (+/- 180 meters Scaled)
 AH2342
 AH2342                          SUPERSEDED SURVEY CONTROL
 AH2342
 AH2342.No superseded survey control is available for this station.
 AH2342
 AH2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK240576(NAD 83)
 AH2342_MARKER: DB = BENCH MARK DISK
 AH2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2342_STAMPING: 1013 U 1970
 AH2342_MARK LOGO: MNDT  
 AH2342_PROJECTION: FLUSH
 AH2342_MAGNETIC: T = STEEL SPIKE ADJACENT TO 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 23, 2003
 AH2342
 AH2342  HISTORY     - Date     Condition        Report By
 AH2342  HISTORY     - 1970     MONUMENTED       MNDT
 AH2342  HISTORY     - 1979     GOOD             MNDT
 AH2342  HISTORY     - 20030623 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1855 ***********************************************************************
 PP1855  DESIGNATION -  1013 Y
 PP1855  PID         -  PP1855
 PP1855  STATE/COUNTY-  MN/CARVER
 PP1855  USGS QUAD   -  NORWOOD (1981)
 PP1855
 PP1855                         *CURRENT SURVEY CONTROL
 PP1855  ___________________________________________________________________
 PP1855* NAD 83(1986)-  44 46 06.     (N)    093 53 51.     (W)     SCALED    
 PP1855* NAVD 88     -       299.729  (meters)     983.36   (feet)  ADJUSTED  
 PP1855  ___________________________________________________________________
 PP1855  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 PP1855  DYNAMIC HT  -         299.702 (meters)     983.27  (feet)  COMP
 PP1855  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 PP1855
 PP1855  VERT ORDER  -  SECOND    CLASS 0
 PP1855
 PP1855.The horizontal coordinates were scaled from a topographic map and have
 PP1855.an estimated accuracy of +/- 6 seconds.
 PP1855
 PP1855.The orthometric height was determined by differential leveling
 PP1855.and adjusted by the National Geodetic Survey in June 1991..
 PP1855
 PP1855.The geoid height was determined by GEOID03.
 PP1855
 PP1855.The dynamic height is computed by dividing the NAVD 88
 PP1855.geopotential number by the normal gravity value computed on the
 PP1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1855.degrees latitude (g = 980.6199 gals.).
 PP1855
 PP1855.The modeled gravity was interpolated from observed gravity values.
 PP1855
 PP1855;                    North         East    Units  Estimated Accuracy
 PP1855;SPC MN S     -   296,490.      808,110.      MT  (+/- 180 meters Scaled)
 PP1855
 PP1855                          SUPERSEDED SURVEY CONTROL
 PP1855
 PP1855  NGVD 29 (??/??/92)  299.650  (m)          983.10   (f) ADJ UNCH    2 0
 PP1855
 PP1855.Superseded values are not recommended for survey control.
 PP1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1855.See file dsdata.txt to determine how the superseded data were derived.
 PP1855
 PP1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK289576(NAD 83)
 PP1855_MARKER: DD = SURVEY DISK
 PP1855_SETTING: 0 = UNSPECIFIED SETTING
 PP1855_STAMPING: 1013-Y 1970
 PP1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1855
 PP1855  HISTORY     - Date     Condition        Report By
 PP1855  HISTORY     - 1970     MONUMENTED       MNDT
 PP1855
 PP1855                          STATION DESCRIPTION
 PP1855
 PP1855'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1855'1.55 MI E FROM NORWOOD.
 PP1855'MARK IS LOCATED 0.3 MILES NORTH OF THE JUNCTION OF COUNTY ROAD 31
 PP1855'ALONG COUNTY ROAD 33 AT NORWOOD, THENCE, EAST 1.65 MILES ALONG T.H.
 PP1855'212, 0.95 MILES EAST OF A RAILROAD CROSSING (NORTH-SOUTH), 21 FEET
 PP1855'NORTH OF THE CENTERLINE OF T.H. 212, IN THE NORTHEAST CORNER OF A
 PP1855'CATTLE PASS HEAD WALL.  SE 1/4 SECTION 13, T 115N, R 26W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1857 ***********************************************************************
 PP1857  DESIGNATION -  1013 Z
 PP1857  PID         -  PP1857
 PP1857  STATE/COUNTY-  MN/CARVER
 PP1857  USGS QUAD   -  WACONIA (1993)
 PP1857
 PP1857                         *CURRENT SURVEY CONTROL
 PP1857  ___________________________________________________________________
 PP1857* NAD 83(1986)-  44 46 04.     (N)    093 52 01.     (W)     SCALED    
 PP1857* NAVD 88     -       305.575  (meters)    1002.54   (feet)  ADJUSTED  
 PP1857  ___________________________________________________________________
 PP1857  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 PP1857  DYNAMIC HT  -         305.551 (meters)    1002.46  (feet)  COMP
 PP1857  MODELED GRAV-     980,527.9   (mgal)                       NAVD 88
 PP1857
 PP1857  VERT ORDER  -  SECOND    CLASS 0
 PP1857
 PP1857.The horizontal coordinates were scaled from a topographic map and have
 PP1857.an estimated accuracy of +/- 6 seconds.
 PP1857
 PP1857.The orthometric height was determined by differential leveling
 PP1857.and adjusted by the National Geodetic Survey in June 1991..
 PP1857
 PP1857.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PP1857;SPC MN S     -   296,430.      810,530.      MT  (+/- 180 meters Scaled)
 PP1857
 PP1857                          SUPERSEDED SURVEY CONTROL
 PP1857
 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: 15TVK313575(NAD 83)
 PP1857_MARKER: DD = SURVEY DISK
 PP1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1857_STAMPING: 1013-Z 1970
 PP1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1857+STABILITY: SURFACE MOTION
 PP1857
 PP1857  HISTORY     - Date     Condition        Report By
 PP1857  HISTORY     - 1970     MONUMENTED       MNDT
 PP1857
 PP1857                          STATION DESCRIPTION
 PP1857
 PP1857'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1554 ***********************************************************************
 PP1554  DESIGNATION -  1015.5
 PP1554  PID         -  PP1554
 PP1554  STATE/COUNTY-  MN/RICE
 PP1554  USGS QUAD   -  FARIBAULT (1991)
 PP1554
 PP1554                         *CURRENT SURVEY CONTROL
 PP1554  ___________________________________________________________________
 PP1554* NAD 83(1986)-  44 17 33.     (N)    093 16 13.     (W)     SCALED    
 PP1554* NAVD 88     -       309.531  (meters)    1015.52   (feet)  ADJUSTED  
 PP1554  ___________________________________________________________________
 PP1554  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 PP1554  DYNAMIC HT  -         309.495 (meters)    1015.40  (feet)  COMP
 PP1554  MODELED GRAV-     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
 PP1554.and adjusted by the National Geodetic Survey in June 1991..
 PP1554
 PP1554.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1949 ***********************************************************************
 PP1949  DESIGNATION -  1020 ADJ
 PP1949  PID         -  PP1949
 PP1949  STATE/COUNTY-  MN/CARVER
 PP1949  USGS QUAD   -  MOUND (1993)
 PP1949
 PP1949                         *CURRENT SURVEY CONTROL
 PP1949  ___________________________________________________________________
 PP1949* NAD 83(1986)-  44 52 54.     (N)    093 38 33.     (W)     SCALED    
 PP1949* NAVD 88     -       310.644  (meters)    1019.17   (feet)  ADJUSTED  
 PP1949  ___________________________________________________________________
 PP1949  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 PP1949  DYNAMIC HT  -         310.637 (meters)    1019.15  (feet)  COMP
 PP1949  MODELED GRAV-     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
 PP1949.and adjusted by the National Geodetic Survey in June 1991..
 PP1949
 PP1949.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0420 ***********************************************************************
 QO0420  DESIGNATION -  1021
 QO0420  PID         -  QO0420
 QO0420  STATE/COUNTY-  MN/HENNEPIN
 QO0420  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0420
 QO0420                         *CURRENT SURVEY CONTROL
 QO0420  ___________________________________________________________________
 QO0420* NAD 83(1986)-  45 01 39.     (N)    093 16 32.     (W)     SCALED    
 QO0420* NAVD 88     -       253.913  (meters)     833.05   (feet)  ADJUSTED  
 QO0420  ___________________________________________________________________
 QO0420  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 QO0420  DYNAMIC HT  -         253.909 (meters)     833.03  (feet)  COMP
 QO0420  MODELED GRAV-     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
 QO0420.and adjusted by the National Geodetic Survey in June 1991..
 QO0420
 QO0420.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0418 ***********************************************************************
 QO0418  DESIGNATION -  1021 A
 QO0418  PID         -  QO0418
 QO0418  STATE/COUNTY-  MN/HENNEPIN
 QO0418  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0418
 QO0418                         *CURRENT SURVEY CONTROL
 QO0418  ___________________________________________________________________
 QO0418* NAD 83(1986)-  45 01 20.     (N)    093 16 23.     (W)     SCALED    
 QO0418* NAVD 88     -       252.990  (meters)     830.02   (feet)  ADJUSTED  
 QO0418  ___________________________________________________________________
 QO0418  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 QO0418  DYNAMIC HT  -         252.985 (meters)     830.00  (feet)  COMP
 QO0418  MODELED GRAV-     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
 QO0418.and adjusted by the National Geodetic Survey in June 1991..
 QO0418
 QO0418.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0418_STAMPING: 1021A
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5401 ***********************************************************************
 DG5401  DESIGNATION -  103 DRL
 DG5401  PID         -  DG5401
 DG5401  STATE/COUNTY-  MN/TODD
 DG5401  USGS QUAD   -  CLOTHO (1969)
 DG5401
 DG5401                         *CURRENT SURVEY CONTROL
 DG5401  ___________________________________________________________________
 DG5401* NAD 83(1996)-  46 04 39.79000(N)    095 00 51.80670(W)     ADJUSTED  
 DG5401* NAVD 88     -       422.8    (meters)    1387.     (feet)  GPS OBS   
 DG5401  ___________________________________________________________________
 DG5401  X           -    -387,416.105 (meters)                     COMP
 DG5401  Y           -  -4,415,413.087 (meters)                     COMP
 DG5401  Z           -   4,571,529.687 (meters)                     COMP
 DG5401  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DG5401  ELLIP HEIGHT-         396.28  (meters)          (05/07/04) GPS OBS
 DG5401  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DG5401
 DG5401  HORZ ORDER  -  FIRST
 DG5401  ELLP ORDER  -  FOURTH    CLASS I
 DG5401
 DG5401.The horizontal coordinates were established by GPS observations
 DG5401.and adjusted by the MN DEPT OF TRANSP in May 2004..
 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 DEFLEC99 derived deflections.
 DG5401
 DG5401.The ellipsoidal height was determined by GPS observations
 DG5401.and is referenced to NAD 83.
 DG5401
 DG5401.The geoid height was determined by GEOID03.
 DG5401
 DG5401;                    North         East     Units Scale Factor Converg.
 DG5401;SPC MN C     -   220,069.390   740,875.664   MT  0.99993205   -0 33 10.6
 DG5401;UTM  15      - 5,104,655.298   344,240.757   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  =   0.99986993
 DG5401!UTM  15      -   0.99993788  x   0.99989825  =   0.99983614
 DG5401
 DG5401                          SUPERSEDED SURVEY CONTROL
 DG5401
 DG5401.No superseded survey control is available for this station.
 DG5401
 DG5401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4424104655(NAD 83)
 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 = OCTOBER  6, 2006
 SL0011 ***********************************************************************
 SL0011  DESIGNATION -  1035
 SL0011  PID         -  SL0011
 SL0011  STATE/COUNTY-  MN/RED LAKE
 SL0011  USGS QUAD   -  MARCOUX CORNERS (1982)
 SL0011
 SL0011                         *CURRENT SURVEY CONTROL
 SL0011  ___________________________________________________________________
 SL0011* NAD 83(1986)-  47 51 33.     (N)    096 17 16.     (W)     SCALED    
 SL0011* NAVD 88     -       315.304  (meters)    1034.46   (feet)  POSTED    
 SL0011  ___________________________________________________________________
 SL0011  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 SL0011  DYNAMIC HT  -         315.360 (meters)    1034.64  (feet)  COMP
 SL0011  MODELED GRAV-     980,771.5   (mgal)                       NAVD 88
 SL0011
 SL0011  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SL0011
 SL0011.The horizontal coordinates were scaled from a topographic map and have
 SL0011.an estimated accuracy of +/- 6 seconds.
 SL0011
 SL0011.The orthometric height was determined by differential leveling
 SL0011.and adjusted by the National Geodetic Survey in 1992..
 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 geoid height was determined by GEOID03.
 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     -   256,020.      561,560.      MT  (+/- 180 meters Scaled)
 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: 14TQU028042(NAD 83)
 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             NGS
 SL0011
 SL0011                          STATION DESCRIPTION
 SL0011
 SL0011'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 SL0026 ***********************************************************************
 SL0026  DESIGNATION -  1035
 SL0026  PID         -  SL0026
 SL0026  STATE/COUNTY-  MN/POLK
 SL0026  USGS QUAD   -  DUGDALE (1965)
 SL0026
 SL0026                         *CURRENT SURVEY CONTROL
 SL0026  ___________________________________________________________________
 SL0026* NAD 83(1986)-  47 42 09.     (N)    096 22 26.     (W)     SCALED    
 SL0026* NAVD 88     -       315.218  (meters)    1034.18   (feet)  ADJUSTED  
 SL0026  ___________________________________________________________________
 SL0026  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 SL0026  DYNAMIC HT  -         315.273 (meters)    1034.36  (feet)  COMP
 SL0026  MODELED GRAV-     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
 SL0026.and adjusted by the National Geodetic Survey in June 1991..
 SL0026.WARNING-Repeat measurements at this control monument indicate possible
 SL0026.vertical movement.
 SL0026
 SL0026.The geoid height was determined by GEOID03.
 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_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             NGS
 SL0026  HISTORY     - 1981     GOOD             NGS
 SL0026
 SL0026                          STATION DESCRIPTION
 SL0026
 SL0026'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 QO1630 ***********************************************************************
 QO1630  DESIGNATION -  104
 QO1630  PID         -  QO1630
 QO1630  STATE/COUNTY-  MN/WASHINGTON
 QO1630  USGS QUAD   -  LINWOOD (1993)
 QO1630
 QO1630                         *CURRENT SURVEY CONTROL
 QO1630  ___________________________________________________________________
 QO1630* NAD 83(1996)-  45 15 21.33057(N)    093 00 42.63753(W)     ADJUSTED  
 QO1630* NAVD 88     -       274.5    (meters)     901.     (feet)  VERTCON   
 QO1630  ___________________________________________________________________
 QO1630  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 QO1630  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 QO1630
 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 DEFLEC99 derived deflections.
 QO1630
 QO1630.The geoid height was determined by GEOID03.
 QO1630
 QO1630;                    North         East     Units Scale Factor Converg.
 QO1630;SPC MN S     -   351,137.167   877,564.157   MT  1.00000881   +0 41 33.5
 QO1630;SPC MN C     -   129,205.814   897,194.652   MT  1.00009763   +0 53 44.4
 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 S     -   0.99996127  x   1.00000881  =   0.99997008
 QO1630!SPC MN C     -   0.99996127  x   1.00009763  =   1.00005890
 QO1630!UTM  15      -   0.99996127  x   0.99960001  =   0.99956130
 QO1630
 QO1630:                Primary Azimuth Mark                     Grid Az
 QO1630:SPC MN S     -  FOREST LAKE WATER TANK                   035 16 00.0
 QO1630:SPC MN C     -  FOREST LAKE WATER TANK                   035 03 49.1
 QO1630:UTM  15      -  FOREST LAKE WATER TANK                   035 58 03.8
 QO1630
 QO1630|---------------------------------------------------------------------|
 QO1630| PID    Reference Object                     Distance      Geod. Az  |
 QO1630|                                                           dddmmss.s |
 QO1630| QO1533 FOREST LAKE WATER TANK              APPROX. 3.5 KM 0355733.5 |
 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: 15TVL9907111381(NAD 83)
 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 = OCTOBER  6, 2006
 DG5053 ***********************************************************************
 DG5053  DESIGNATION -  1041.37
 DG5053  PID         -  DG5053
 DG5053  STATE/COUNTY-  MN/MARSHALL
 DG5053  USGS QUAD   -  STRANDQUIST (1982)
 DG5053
 DG5053                         *CURRENT SURVEY CONTROL
 DG5053  ___________________________________________________________________
 DG5053* NAD 83(1986)-  48 23 44.     (N)    096 28 30.     (W)     SCALED    
 DG5053* NAVD 88     -       317.834  (meters)    1042.76   (feet)  ADJUSTED  
 DG5053  ___________________________________________________________________
 DG5053  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DG5053  DYNAMIC HT  -         317.909 (meters)    1043.01  (feet)  COMP
 DG5053  MODELED GRAV-     980,839.2   (mgal)                       NAVD 88
 DG5053
 DG5053  VERT ORDER  -  SECOND    CLASS I
 DG5053
 DG5053.The horizontal coordinates were scaled from a topographic map and have
 DG5053.an estimated accuracy of +/- 6 seconds.
 DG5053
 DG5053.The orthometric height was determined by differential leveling
 DG5053.and adjusted by the National Geodetic Survey in July 2004..
 DG5053.No vertical observational check was made to the station.
 DG5053
 DG5053.The geoid height was determined by GEOID03.
 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     -   316,200.      550,160.      MT  (+/- 180 meters Scaled)
 DG5053
 DG5053                          SUPERSEDED SURVEY CONTROL
 DG5053
 DG5053.No superseded survey control is available for this station.
 DG5053
 DG5053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU869633(NAD 83)
 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 = OCTOBER  6, 2006
 QO1632 ***********************************************************************
 QO1632  DESIGNATION -  105
 QO1632  PID         -  QO1632
 QO1632  STATE/COUNTY-  MN/ANOKA
 QO1632  USGS QUAD   -  LINWOOD (1993)
 QO1632
 QO1632                         *CURRENT SURVEY CONTROL
 QO1632  ___________________________________________________________________
 QO1632* NAD 83(1996)-  45 18 11.90290(N)    093 01 28.63599(W)     ADJUSTED  
 QO1632* NAVD 88     -       277.3    (meters)     910.     (feet)  VERTCON   
 QO1632  ___________________________________________________________________
 QO1632  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 QO1632  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 QO1632
 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 DEFLEC99 derived deflections.
 QO1632
 QO1632.The geoid height was determined by GEOID03.
 QO1632
 QO1632;                    North         East     Units Scale Factor Converg.
 QO1632;SPC MN S     -   356,390.638   876,498.430   MT  1.00002008   +0 41 01.2
 QO1632;SPC MN C     -   134,455.875   896,110.246   MT  1.00008259   +0 53 11.1
 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 S     -   0.99996085  x   1.00002008  =   0.99998093
 QO1632!SPC MN C     -   0.99996085  x   1.00008259  =   1.00004344
 QO1632!UTM  15      -   0.99996085  x   0.99960005  =   0.99956092
 QO1632
 QO1632:                Primary Azimuth Mark                     Grid Az
 QO1632:SPC MN S     -  106                                      043 22 44.2
 QO1632:SPC MN C     -  106                                      043 10 34.3
 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: 15TVL9807016645(NAD 83)
 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 = OCTOBER  6, 2006
 QO1631 ***********************************************************************
 QO1631  DESIGNATION -  106
 QO1631  PID         -  QO1631
 QO1631  STATE/COUNTY-  MN/CHISAGO
 QO1631  USGS QUAD   -  LINWOOD (1993)
 QO1631
 QO1631                         *CURRENT SURVEY CONTROL
 QO1631  ___________________________________________________________________
 QO1631* NAD 83(1996)-  45 18 46.40268(N)    093 00 41.31088(W)     ADJUSTED  
 QO1631* NAVD 88     -       278.3    (meters)     913.     (feet)  VERTCON   
 QO1631  ___________________________________________________________________
 QO1631  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 QO1631  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 QO1631
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1631
 QO1631.The geoid height was determined by GEOID03.
 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 S     -   357,468.032   877,516.523   MT  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  =   0.99956072
 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: 15TVL9910117709(NAD 83)
 QO1631_MARKER: I = METAL ROD
 QO1631_SETTING: 0 = UNSPECIFIED SETTING
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0196 ***********************************************************************
 SL0196  DESIGNATION -  106+79
 SL0196  PID         -  SL0196
 SL0196  STATE/COUNTY-  MN/NORMAN
 SL0196  USGS QUAD   -  ADA (1965)
 SL0196
 SL0196                         *CURRENT SURVEY CONTROL
 SL0196  ___________________________________________________________________
 SL0196* NAD 83(1986)-  47 19 31.     (N)    096 30 57.     (W)     SCALED    
 SL0196* NAVD 88     -       274.235  (meters)     899.72   (feet)  ADJUSTED  
 SL0196  ___________________________________________________________________
 SL0196  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 SL0196  DYNAMIC HT  -         274.270 (meters)     899.83  (feet)  COMP
 SL0196  MODELED GRAV-     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
 SL0196.and adjusted by the National Geodetic Survey in June 1991..
 SL0196
 SL0196.The geoid height was determined by GEOID03.
 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_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             NGS
 SL0196  HISTORY     - 1982     MARK NOT FOUND   NGS
 SL0196
 SL0196                          STATION DESCRIPTION
 SL0196
 SL0196'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 QO1532 ***********************************************************************
 QO1532  DESIGNATION -  107
 QO1532  PID         -  QO1532
 QO1532  STATE/COUNTY-  MN/CHISAGO
 QO1532  USGS QUAD   -  FOREST LAKE (1993)
 QO1532
 QO1532                         *CURRENT SURVEY CONTROL
 QO1532  ___________________________________________________________________
 QO1532* NAD 83(1996)-  45 20 01.61067(N)    092 59 54.42852(W)     ADJUSTED  
 QO1532* NAVD 88     -       274.7    (meters)     901.     (feet)  VERTCON   
 QO1532  ___________________________________________________________________
 QO1532  LAPLACE CORR-           5.69  (seconds)                    DEFLEC99
 QO1532  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 QO1532
 QO1532  HORZ ORDER  -  SECOND
 QO1532
 QO1532.The horizontal coordinates were established by classical geodetic methods
 QO1532.and adjusted by the National Geodetic Survey in March 1999..
 QO1532
 QO1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO1532
 QO1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1532
 QO1532.The geoid height was determined by GEOID03.
 QO1532
 QO1532;                    North         East     Units Scale Factor Converg.
 QO1532;SPC MN C     -   137,874.671   898,109.052   MT  1.00007327   +0 54 19.3
 QO1532;SPC MN S     -   359,802.145   878,509.231   MT  1.00002770   +0 42 07.2
 QO1532;UTM  15      - 5,020,030.299   500,121.267   MT  0.99960000   +0 00 04.0
 QO1532
 QO1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1532!SPC MN C     -   0.99996129  x   1.00007327  =   1.00003455
 QO1532!SPC MN S     -   0.99996129  x   1.00002770  =   0.99998898
 QO1532!UTM  15      -   0.99996129  x   0.99960000  =   0.99956130
 QO1532
 QO1532|---------------------------------------------------------------------|
 QO1532| PID    Reference Object                     Distance      Geod. Az  |
 QO1532|                                                           dddmmss.s |
 QO1532| QO1531 WYOMING SCHOOL FLAGPOLE             132.265 METERS 07341     |
 QO1532| QO1628 COMFORT                             APPROX. 1.4 KM 2222251.2 |
 QO1532|---------------------------------------------------------------------|
 QO1532
 QO1532                          SUPERSEDED SURVEY CONTROL
 QO1532
 QO1532  NAD 83(1986)-  45 20 01.60435(N)    092 59 54.41360(W) AD(       ) 2
 QO1532  NAD 27      -  45 20 01.72260(N)    092 59 53.62260(W) AD(       ) 2
 QO1532  NGVD 29 (07/19/86)  274.6    (m)          901.     (f) VERT ANG       
 QO1532
 QO1532.Superseded values are not recommended for survey control.
 QO1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1532.See file dsdata.txt to determine how the superseded data were derived.
 QO1532
 QO1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0012120030(NAD 83)
 QO1532_MARKER: I = METAL ROD
 QO1532_SETTING: 0 = UNSPECIFIED SETTING
 QO1532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1532
 QO1532  HISTORY     - Date     Condition        Report By
 QO1532  HISTORY     - 1959     MONUMENTED       MNHD
 QO1532
 QO1532                          STATION DESCRIPTION
 QO1532
 QO1532'DESCRIBED BY MN HIGHWAY DEPT 1959 (NJF)
 QO1532'STATION IS SITUATED AT SOUTH EDGE OF TOWN OF WYOMING ON THE EAST
 QO1532'SHOULDER OF HIGHWAY 61.  200 FEET NORTH OF JUNCTION OF HIGHWAY
 QO1532'61 AND HIGHWAY 98, 21 FEET EAST OF CENTERLINE HIGHWAY 61 AND
 QO1532'HIGHWAY 98, 21 FEET EAST OF CENTERLINE HIGHWAY 61 AND 2 FEET
 QO1532'WEST OF TOWN OF WYOMING SIGN.  A 3/4 FT X 3 FT IRON ROD 0.1 FT
 QO1532'BELOW GROUND LEVEL.
 QO1532'
 QO1532'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD0023 ***********************************************************************
 TD0023  DESIGNATION -  1071
 TD0023  PID         -  TD0023
 TD0023  STATE/COUNTY-  MN/ROSEAU
 TD0023  USGS QUAD   -  GREENBUSH (1962)
 TD0023
 TD0023                         *CURRENT SURVEY CONTROL
 TD0023  ___________________________________________________________________
 TD0023* NAD 83(1986)-  48 39 04.     (N)    096 10 18.     (W)     SCALED    
 TD0023* NAVD 88     -       326.292  (meters)    1070.51   (feet)  ADJUSTED  
 TD0023  ___________________________________________________________________
 TD0023  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 TD0023  DYNAMIC HT  -         326.372 (meters)    1070.77  (feet)  COMP
 TD0023  MODELED GRAV-     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
 TD0023.and adjusted by the National Geodetic Survey in June 1991..
 TD0023.WARNING-Repeat measurements at this control monument indicate possible
 TD0023.vertical movement.
 TD0023
 TD0023.The geoid height was determined by GEOID03.
 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_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             NGS
 TD0023  HISTORY     - 20020603 MARK NOT FOUND   MNDT
 TD0023  HISTORY     - 20030603 MARK NOT FOUND   MNDT
 TD0023
 TD0023                          STATION DESCRIPTION
 TD0023
 TD0023'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 TD0016 ***********************************************************************
 TD0016  DESIGNATION -  1075
 TD0016  PID         -  TD0016
 TD0016  STATE/COUNTY-  MN/ROSEAU
 TD0016  USGS QUAD   -  GREENBUSH (1962)
 TD0016
 TD0016                         *CURRENT SURVEY CONTROL
 TD0016  ___________________________________________________________________
 TD0016* NAD 83(1986)-  48 42 46.     (N)    096 09 36.     (W)     SCALED    
 TD0016* NAVD 88     -       327.588  (meters)    1074.76   (feet)  ADJUSTED  
 TD0016  ___________________________________________________________________
 TD0016  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 TD0016  DYNAMIC HT  -         327.670 (meters)    1075.03  (feet)  COMP
 TD0016  MODELED GRAV-     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
 TD0016.and adjusted by the National Geodetic Survey in June 1991..
 TD0016
 TD0016.The geoid height was determined by GEOID03.
 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_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             NGS
 TD0016  HISTORY     - 1981     MARK NOT FOUND   NGS
 TD0016
 TD0016                          STATION DESCRIPTION
 TD0016
 TD0016'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 QQ0044 ***********************************************************************
 QQ0044  DESIGNATION -  1076 RESET
 QQ0044  PID         -  QQ0044
 QQ0044  STATE/COUNTY-  MN/GRANT
 QQ0044  USGS QUAD   -  HERMAN (1973)
 QQ0044
 QQ0044                         *CURRENT SURVEY CONTROL
 QQ0044  ___________________________________________________________________
 QQ0044* NAD 83(1986)-  45 48 32.     (N)    096 08 30.     (W)     SCALED    
 QQ0044* NAVD 88     -       327.23   (+/-2cm)    1073.6    (feet)  VERTCON   
 QQ0044  ___________________________________________________________________
 QQ0044  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 QQ0044
 QQ0044  VERT ORDER  -  THIRD (See Below)
 QQ0044
 QQ0044.The horizontal coordinates were scaled from a topographic map and have
 QQ0044.an estimated accuracy of +/- 6 seconds.
 QQ0044
 QQ0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0044.The vertical order pertains to the NGVD 29 superseded value.
 QQ0044
 QQ0044.The geoid height was determined by GEOID03.
 QQ0044
 QQ0044;                    North         East    Units  Estimated Accuracy
 QQ0044;SPC MN C     -   191,660.      652,980.      MT  (+/- 180 meters Scaled)
 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: 14TQR220767(NAD 83)
 QQ0044_MARKER: DD = SURVEY DISK
 QQ0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QQ0044_SP_SET: CONCRETE MONUMENT
 QQ0044_STAMPING: MINN 1076 RESET 1972
 QQ0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0044
 QQ0044  HISTORY     - Date     Condition        Report By
 QQ0044  HISTORY     - 1972     MONUMENTED       USGS
 QQ0044  HISTORY     - 1972     GOOD             NGS
 QQ0044  HISTORY     - 20050112 GOOD             DUCKS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1545 ***********************************************************************
 QO1545  DESIGNATION -  108
 QO1545  PID         -  QO1545
 QO1545  STATE/COUNTY-  MN/CHISAGO
 QO1545  USGS QUAD   -  STACY (1974)
 QO1545
 QO1545                         *CURRENT SURVEY CONTROL
 QO1545  ___________________________________________________________________
 QO1545* NAD 83(1996)-  45 24 03.67356(N)    092 59 11.63408(W)     ADJUSTED  
 QO1545* NAVD 88     -       278.3    (meters)     913.     (feet)  VERTCON   
 QO1545  ___________________________________________________________________
 QO1545  LAPLACE CORR-           8.21  (seconds)                    DEFLEC99
 QO1545  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 QO1545
 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 DEFLEC99 derived deflections.
 QO1545
 QO1545.The geoid height was determined by GEOID03.
 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 S     -   367,286.277   879,348.358   MT  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     -   0.99996075  x   1.00005369  =   1.00001444
 QO1545!SPC MN S     -   0.99996075  x   1.00004551  =   1.00000626
 QO1545!UTM  15      -   0.99996075  x   0.99960001  =   0.99956077
 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_MARKER: I = METAL ROD
 QO1545_SETTING: 0 = UNSPECIFIED SETTING
 QO1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1545
 QO1545  HISTORY     - Date     Condition        Report By
 QO1545  HISTORY     - 1959     MONUMENTED       MNHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1651 ***********************************************************************
 SL1651  DESIGNATION -  108 RGW
 SL1651  PID         -  SL1651
 SL1651  STATE/COUNTY-  MN/POLK
 SL1651  USGS QUAD   -  ELDRED (1964)
 SL1651
 SL1651                         *CURRENT SURVEY CONTROL
 SL1651  ___________________________________________________________________
 SL1651* NAD 83(1986)-  47 37 46.     (N)    096 48 55.     (W)     SCALED    
 SL1651* NAVD 88     -       263.831  (meters)     865.59   (feet)  ADJUSTED  
 SL1651  ___________________________________________________________________
 SL1651  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 SL1651  DYNAMIC HT  -         263.874 (meters)     865.73  (feet)  COMP
 SL1651  MODELED GRAV-     980,768.6   (mgal)                       NAVD 88
 SL1651
 SL1651  VERT ORDER  -  SECOND    CLASS I
 SL1651
 SL1651.The horizontal coordinates were scaled from a topographic map and have
 SL1651.an estimated accuracy of +/- 6 seconds.
 SL1651
 SL1651.The orthometric height was determined by differential leveling
 SL1651.and adjusted by the National Geodetic Survey in June 1991..
 SL1651
 SL1651.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 SL1651;SPC MN N     -   232,270.      520,900.      MT  (+/- 180 meters Scaled)
 SL1651
 SL1651                          SUPERSEDED SURVEY CONTROL
 SL1651
 SL1651.No superseded survey control is available for this station.
 SL1651
 SL1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT641774(NAD 83)
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1651+STABILITY: SURFACE MOTION
 SL1651
 SL1651  HISTORY     - Date     Condition        Report By
 SL1651  HISTORY     - 1962     MONUMENTED       USGS
 SL1651  HISTORY     - 1987     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0196 ***********************************************************************
 TC0196  DESIGNATION -  1084
 TC0196  PID         -  TC0196
 TC0196  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0196  USGS QUAD   -  BAUDETTE (1968)
 TC0196
 TC0196                         *CURRENT SURVEY CONTROL
 TC0196  ___________________________________________________________________
 TC0196* NAD 83(1986)-  48 43 08.     (N)    094 35 36.     (W)     SCALED    
 TC0196* NAVD 88     -       330.202  (meters)    1083.34   (feet)  ADJUSTED  
 TC0196  ___________________________________________________________________
 TC0196  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 TC0196  DYNAMIC HT  -         330.289 (meters)    1083.62  (feet)  COMP
 TC0196  MODELED GRAV-     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
 TC0196.and adjusted by the National Geodetic Survey in June 1991..
 TC0196.WARNING-Repeat measurements at this control monument indicate possible
 TC0196.vertical movement.
 TC0196
 TC0196.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0418 ***********************************************************************
 TC0418  DESIGNATION -  1084
 TC0418  PID         -  TC0418
 TC0418  STATE/COUNTY-  MN/ROSEAU
 TC0418  USGS QUAD   -  FOX (1984)
 TC0418
 TC0418                         *CURRENT SURVEY CONTROL
 TC0418  ___________________________________________________________________
 TC0418* NAD 83(1986)-  48 48 51.     (N)    095 58 04.     (W)     SCALED    
 TC0418* NAVD 88     -       330.848  (meters)    1085.46   (feet)  ADJUSTED  
 TC0418  ___________________________________________________________________
 TC0418  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 TC0418  DYNAMIC HT  -         330.935 (meters)    1085.74  (feet)  COMP
 TC0418  MODELED GRAV-     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
 TC0418.and adjusted by the National Geodetic Survey in June 1991..
 TC0418
 TC0418.The geoid height was determined by GEOID03.
 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_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             NGS
 TC0418  HISTORY     - 1981     POOR             NGS
 TC0418  HISTORY     - 20040803 POOR             MNDT
 TC0418
 TC0418                          STATION DESCRIPTION
 TC0418
 TC0418'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 TC0330 ***********************************************************************
 TC0330  DESIGNATION -  1085
 TC0330  PID         -  TC0330
 TC0330  STATE/COUNTY-  MN/ROSEAU
 TC0330  USGS QUAD   -  SWIFT (1984)
 TC0330
 TC0330                         *CURRENT SURVEY CONTROL
 TC0330  ___________________________________________________________________
 TC0330* NAD 83(1986)-  48 51 14.     (N)    095 13 20.     (W)     SCALED    
 TC0330* NAVD 88     -       330.984  (meters)    1085.90   (feet)  POSTED    
 TC0330  ___________________________________________________________________
 TC0330  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 TC0330  DYNAMIC HT  -         331.070 (meters)    1086.19  (feet)  COMP
 TC0330  MODELED GRAV-     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 National Geodetic Survey in 1992..
 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 geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC0020 ***********************************************************************
 TC0020  DESIGNATION -  1086
 TC0020  PID         -  TC0020
 TC0020  STATE/COUNTY-  MN/KOOCHICHING
 TC0020  USGS QUAD   -  BORDER (1968)
 TC0020
 TC0020                         *CURRENT SURVEY CONTROL
 TC0020  ___________________________________________________________________
 TC0020* NAD 83(1986)-  48 42 29.     (N)    094 18 38.     (W)     SCALED    
 TC0020* NAVD 88     -       330.834  (meters)    1085.41   (feet)  POSTED    
 TC0020  ___________________________________________________________________
 TC0020  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 TC0020  DYNAMIC HT  -         330.920 (meters)    1085.69  (feet)  COMP
 TC0020  MODELED GRAV-     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 National Geodetic Survey in 1992..
 TC0020.No vertical observational check was made to the station.
 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.The geoid height was determined by GEOID03.
 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_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             NGS
 TC0020  HISTORY     - 1981     POOR             NGS
 TC0020
 TC0020                          STATION DESCRIPTION
 TC0020
 TC0020'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 TC0028 ***********************************************************************
 TC0028  DESIGNATION -  1088
 TC0028  PID         -  TC0028
 TC0028  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0028  USGS QUAD   -  CLEMENTSON (1968)
 TC0028
 TC0028                         *CURRENT SURVEY CONTROL
 TC0028  ___________________________________________________________________
 TC0028* NAD 83(1986)-  48 41 27.     (N)    094 26 00.     (W)     SCALED    
 TC0028* NAVD 88     -       331.313  (meters)    1086.98   (feet)  ADJUSTED  
 TC0028  ___________________________________________________________________
 TC0028  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 TC0028  DYNAMIC HT  -         331.399 (meters)    1087.26  (feet)  COMP
 TC0028  MODELED GRAV-     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
 TC0028.and adjusted by the National Geodetic Survey in June 1991..
 TC0028
 TC0028.The geoid height was determined by GEOID03.
 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_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 - March 28, 1998
 TC0028
 TC0028  HISTORY     - Date     Condition        Report By
 TC0028  HISTORY     - 1907     MONUMENTED       USGS
 TC0028  HISTORY     - 1935     GOOD             NGS
 TC0028  HISTORY     - 1981     GOOD             NGS
 TC0028  HISTORY     - 19980328 GOOD             MNDT
 TC0028
 TC0028                          STATION DESCRIPTION
 TC0028
 TC0028'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0025 ***********************************************************************
 TC0025  DESIGNATION -  1089
 TC0025  PID         -  TC0025
 TC0025  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0025  USGS QUAD   -  CLEMENTSON (1968)
 TC0025
 TC0025                         *CURRENT SURVEY CONTROL
 TC0025  ___________________________________________________________________
 TC0025* NAD 83(1986)-  48 42 33.     (N)    094 23 27.     (W)     SCALED    
 TC0025* NAVD 88     -       331.758  (meters)    1088.44   (feet)  POSTED    
 TC0025  ___________________________________________________________________
 TC0025  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 TC0025  DYNAMIC HT  -         331.840 (meters)    1088.71  (feet)  COMP
 TC0025  MODELED GRAV-     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 National Geodetic Survey in 1992..
 TC0025.No vertical observational check was made to the station.
 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.The geoid height was determined by GEOID03.
 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_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             NGS
 TC0025  HISTORY     - 1981     MARK NOT FOUND   NGS
 TC0025
 TC0025                          STATION DESCRIPTION
 TC0025
 TC0025'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 QO1546 ***********************************************************************
 QO1546  DESIGNATION -  109
 QO1546  PID         -  QO1546
 QO1546  STATE/COUNTY-  MN/CHISAGO
 QO1546  USGS QUAD   -  STACY (1974)
 QO1546
 QO1546                         *CURRENT SURVEY CONTROL
 QO1546  ___________________________________________________________________
 QO1546* NAD 83(1996)-  45 29 31.47991(N)    092 58 54.09291(W)     ADJUSTED  
 QO1546* NAVD 88     -       278.5    (meters)     914.     (feet)  VERTCON   
 QO1546  ___________________________________________________________________
 QO1546  LAPLACE CORR-           8.49  (seconds)                    DEFLEC99
 QO1546  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 QO1546
 QO1546  HORZ ORDER  -  SECOND
 QO1546
 QO1546.The horizontal coordinates were established by classical geodetic methods
 QO1546.and adjusted by the National Geodetic Survey in March 1999..
 QO1546
 QO1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO1546
 QO1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1546
 QO1546.The geoid height was determined by GEOID03.
 QO1546
 QO1546;                    North         East     Units Scale Factor Converg.
 QO1546;SPC MN C     -   155,487.312   899,141.031   MT  1.00002932   +0 55 02.9
 QO1546;SPC MN S     -   377,410.981   879,603.766   MT  1.00007186   +0 42 49.5
 QO1546;UTM  15      - 5,037,616.529   501,430.509   MT  0.99960003   +0 00 47.0
 QO1546
 QO1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1546!SPC MN C     -   0.99996074  x   1.00002932  =   0.99999005
 QO1546!SPC MN S     -   0.99996074  x   1.00007186  =   1.00003259
 QO1546!UTM  15      -   0.99996074  x   0.99960003  =   0.99956078
 QO1546
 QO1546:                Primary Azimuth Mark                     Grid Az
 QO1546:SPC MN C     -  CHISAGO                                  180 55 13.9
 QO1546:SPC MN S     -  CHISAGO                                  181 07 27.3
 QO1546:UTM  15      -  CHISAGO                                  181 49 29.8
 QO1546
 QO1546|---------------------------------------------------------------------|
 QO1546| PID    Reference Object                     Distance      Geod. Az  |
 QO1546|                                                           dddmmss.s |
 QO1546| QO0111 CHISAGO                             APPROX. 2.0 KM 1815016.8 |
 QO1546|---------------------------------------------------------------------|
 QO1546
 QO1546                          SUPERSEDED SURVEY CONTROL
 QO1546
 QO1546  NAD 83(1996)-  45 29 31.46883(N)    092 58 54.08004(W) AD(       ) 2
 QO1546  NAD 83(1986)-  45 29 31.46815(N)    092 58 54.08062(W) AD(       ) 2
 QO1546  NAD 27      -  45 29 31.60120(N)    092 58 53.29700(W) AD(       ) 2
 QO1546  NGVD 29 (07/19/86)  278.4    (m)          913.     (f) VERT ANG       
 QO1546
 QO1546.Superseded values are not recommended for survey control.
 QO1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1546.See file dsdata.txt to determine how the superseded data were derived.
 QO1546
 QO1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0143137617(NAD 83)
 QO1546_MARKER: I = METAL ROD
 QO1546_SETTING: 0 = UNSPECIFIED SETTING
 QO1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1546
 QO1546  HISTORY     - Date     Condition        Report By
 QO1546  HISTORY     - 1959     MONUMENTED       MNHD
 QO1546
 QO1546                          STATION DESCRIPTION
 QO1546
 QO1546'DESCRIBED BY MN HIGHWAY DEPT 1959 (NJF)
 QO1546'STATION IS SITUATED APPROX. 1 MILE SOUTH OF TOWN OF NORTH
 QO1546'BRANCH.
 QO1546'
 QO1546'TO REACH FROM JUNCTION OF HIGHWAY 61 AND HIGHWAY 95 TO NORTH
 QO1546'BRANCH, GO SOUTH ON HIGHWAY 61 FOR 1 MILE TO GRAVEL ROAD ON
 QO1546'THE RIGHT GOING WEST.  TURN RIGHT (WEST) TO RAILWAY CROSSING
 QO1546'AND STATION ON THE SOUTH SHOULDER OF GRAVEL ROAD AND 13.45
 QO1546'FEET WEST OF WEST RAIL OF TRACKS.
 QO1546'
 QO1546'STATION IS A 3/4 IN X 3 FT IRON ROD FLUSH WITH THE GROUND
 QO1546'REFERENCED BY A NAIL AND BRASS CAP IN THE END POST OF A FENCE.
 QO1546'35.25 FEET NORTHWEST OF STATION AND A NAIL AND BRASS CAP
 QO1546'IN A T. POLE 45.45 FEET SOUTH OF STATION.
 QO1546'
 QO1546'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6189 ***********************************************************************
 DF6189  DESIGNATION -  109 ES
 DF6189  PID         -  DF6189
 DF6189  STATE/COUNTY-  MN/MCLEOD
 DF6189  USGS QUAD   -  SILVER LAKE (1982)
 DF6189
 DF6189                         *CURRENT SURVEY CONTROL
 DF6189  ___________________________________________________________________
 DF6189* NAD 83(1996)-  44 55 02.83447(N)    094 08 03.80588(W)     ADJUSTED  
 DF6189* NAVD 88     -       315.566  (meters)    1035.32   (feet)  ADJUSTED  
 DF6189  ___________________________________________________________________
 DF6189  X           -    -326,182.817 (meters)                     COMP
 DF6189  Y           -  -4,512,503.221 (meters)                     COMP
 DF6189  Z           -   4,481,060.578 (meters)                     COMP
 DF6189  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 DF6189  ELLIP HEIGHT-         288.10  (meters)          (06/18/03) GPS OBS
 DF6189  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DF6189  DYNAMIC HT  -         315.535 (meters)    1035.22  (feet)  COMP
 DF6189  MODELED GRAV-     980,512.4   (mgal)                       NAVD 88
 DF6189
 DF6189  HORZ ORDER  -  FIRST
 DF6189  VERT ORDER  -  SECOND    CLASS I
 DF6189  ELLP ORDER  -  THIRD     CLASS I
 DF6189
 DF6189.The horizontal coordinates were established by GPS observations
 DF6189.and adjusted by the MN DEPT OF TRANSP in June 2003..
 DF6189
 DF6189.The orthometric height was determined by differential leveling
 DF6189.and adjusted by the National Geodetic Survey in February 2005..
 DF6189.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DF6189
 DF6189.The ellipsoidal height was determined by GPS observations
 DF6189.and is referenced to NAD 83.
 DF6189
 DF6189.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF6189;SPC MN S     -   313,062.505   789,389.082   MT  0.99994837   -0 05 39.1
 DF6189;UTM  15      - 4,974,406.537   410,464.365   MT  0.99969858   -0 48 03.7
 DF6189
 DF6189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6189!SPC MN S     -   0.99995483  x   0.99994837  =   0.99990320
 DF6189!UTM  15      -   0.99995483  x   0.99969858  =   0.99965342
 DF6189
 DF6189                          SUPERSEDED SURVEY CONTROL
 DF6189
 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: 15TVK1046474407(NAD 83)
 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 = OCTOBER  6, 2006
 TD0096 ***********************************************************************
 TD0096  DESIGNATION -  1091
 TD0096  PID         -  TD0096
 TD0096  STATE/COUNTY-  MN/PENNINGTON
 TD0096  USGS QUAD   -  THIEF RIVER FALLS (1976)
 TD0096
 TD0096                         *CURRENT SURVEY CONTROL
 TD0096  ___________________________________________________________________
 TD0096* NAD 83(1986)-  48 00 45.     (N)    096 13 00.     (W)     SCALED    
 TD0096* NAVD 88     -       332.319  (meters)    1090.28   (feet)  ADJUSTED  
 TD0096  ___________________________________________________________________
 TD0096  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 TD0096  DYNAMIC HT  -         332.379 (meters)    1090.48  (feet)  COMP
 TD0096  MODELED GRAV-     980,784.0   (mgal)                       NAVD 88
 TD0096
 TD0096  VERT ORDER  -  FIRST     CLASS II
 TD0096
 TD0096.The horizontal coordinates were scaled from a topographic map and have
 TD0096.an estimated accuracy of +/- 6 seconds.
 TD0096
 TD0096.The orthometric height was determined by differential leveling
 TD0096.and adjusted by the National Geodetic Survey in June 1991..
 TD0096
 TD0096.The geoid height was determined by GEOID03.
 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     -   272,840.      567,560.      MT  (+/- 180 meters Scaled)
 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: 14UQU075214(NAD 83)
 TD0096_MARKER: DD = SURVEY 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_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0096
 TD0096  HISTORY     - Date     Condition        Report By
 TD0096  HISTORY     - UNK      MONUMENTED       USGS
 TD0096  HISTORY     - 1940     GOOD             NGS
 TD0096
 TD0096                          STATION DESCRIPTION
 TD0096
 TD0096'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0017 ***********************************************************************
 SL0017  DESIGNATION -  1092
 SL0017  PID         -  SL0017
 SL0017  STATE/COUNTY-  MN/RED LAKE
 SL0017  USGS QUAD   -  MARCOUX CORNERS (1982)
 SL0017
 SL0017                         *CURRENT SURVEY CONTROL
 SL0017  ___________________________________________________________________
 SL0017* NAD 83(1986)-  47 46 28.     (N)    096 17 18.     (W)     SCALED    
 SL0017* NAVD 88     -       332.655  (meters)    1091.39   (feet)  POSTED    
 SL0017  ___________________________________________________________________
 SL0017  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 SL0017  DYNAMIC HT  -         332.710 (meters)    1091.57  (feet)  COMP
 SL0017  MODELED GRAV-     980,770.9   (mgal)                       NAVD 88
 SL0017
 SL0017  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SL0017
 SL0017.The horizontal coordinates were scaled from a topographic map and have
 SL0017.an estimated accuracy of +/- 6 seconds.
 SL0017
 SL0017.The orthometric height was determined by differential leveling
 SL0017.and adjusted by the National Geodetic Survey in 1992..
 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 geoid height was determined by GEOID03.
 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     -   246,610.      561,130.      MT  (+/- 180 meters Scaled)
 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: 14TQT031947(NAD 83)
 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             NGS
 SL0017
 SL0017                          STATION DESCRIPTION
 SL0017
 SL0017'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 TB0584 ***********************************************************************
 TB0584  DESIGNATION -  1098
 TB0584  PID         -  TB0584
 TB0584  STATE/COUNTY-  MN/KOOCHICHING
 TB0584  USGS QUAD   -  LOMAN (1970)
 TB0584
 TB0584                         *CURRENT SURVEY CONTROL
 TB0584  ___________________________________________________________________
 TB0584* NAD 83(1986)-  48 30 46.     (N)    093 47 47.     (W)     SCALED    
 TB0584* NAVD 88     -       334.562  (meters)    1097.64   (feet)  POSTED    
 TB0584  ___________________________________________________________________
 TB0584  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 TB0584  DYNAMIC HT  -         334.640 (meters)    1097.90  (feet)  COMP
 TB0584  MODELED GRAV-     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 National Geodetic Survey in 1992..
 TB0584.No vertical observational check was made to the station.
 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.The geoid height was determined by GEOID03.
 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_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             NGS
 TB0584  HISTORY     - 1981     MARK NOT FOUND   NGS
 TB0584
 TB0584                          STATION DESCRIPTION
 TB0584
 TB0584'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 TD0026 ***********************************************************************
 TD0026  DESIGNATION -  1099
 TD0026  PID         -  TD0026
 TD0026  STATE/COUNTY-  MN/ROSEAU
 TD0026  USGS QUAD   -  STRATHCONA (1962)
 TD0026
 TD0026                         *CURRENT SURVEY CONTROL
 TD0026  ___________________________________________________________________
 TD0026* NAD 83(1986)-  48 36 28.     (N)    096 10 11.     (W)     SCALED    
 TD0026* NAVD 88     -       334.865  (meters)    1098.64   (feet)  ADJUSTED  
 TD0026  ___________________________________________________________________
 TD0026  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 TD0026  DYNAMIC HT  -         334.947 (meters)    1098.91  (feet)  COMP
 TD0026  MODELED GRAV-     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
 TD0026.and adjusted by the National Geodetic Survey in June 1991..
 TD0026
 TD0026.The geoid height was determined by GEOID03.
 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_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             NGS
 TD0026  HISTORY     - 20020603 MARK NOT FOUND   MNDT
 TD0026  HISTORY     - 20030603 MARK NOT FOUND   MNDT
 TD0026
 TD0026                          STATION DESCRIPTION
 TD0026
 TD0026'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 QO0217 ***********************************************************************
 QO0217  DESIGNATION -  11
 QO0217  PID         -  QO0217
 QO0217  STATE/COUNTY-  MN/WASHINGTON
 QO0217  USGS QUAD   -  STILLWATER (1993)
 QO0217
 QO0217                         *CURRENT SURVEY CONTROL
 QO0217  ___________________________________________________________________
 QO0217* NAD 83(1986)-  45 03 22.     (N)    092 48 13.     (W)     SCALED    
 QO0217* NAVD 88     -       208.562  (meters)     684.26   (feet)  ADJUSTED  
 QO0217  ___________________________________________________________________
 QO0217  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 QO0217  DYNAMIC HT  -         208.558 (meters)     684.24  (feet)  COMP
 QO0217  MODELED GRAV-     980,592.6   (mgal)                       NAVD 88
 QO0217
 QO0217  VERT ORDER  -  SECOND    CLASS I
 QO0217
 QO0217.The horizontal coordinates were scaled from a topographic map and have
 QO0217.an estimated accuracy of +/- 6 seconds.
 QO0217
 QO0217.The orthometric height was determined by differential leveling
 QO0217.and adjusted by the National Geodetic Survey in June 1991..
 QO0217
 QO0217.The geoid height was determined by GEOID03.
 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     -   329,150.      894,230.      MT  (+/- 180 meters Scaled)
 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: 15TWK154892(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1621 ***********************************************************************
 QP1621  DESIGNATION -  11 7
 QP1621  PID         -  QP1621
 QP1621  STATE/COUNTY-  MN/KANDIYOHI
 QP1621  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1621
 QP1621                         *CURRENT SURVEY CONTROL
 QP1621  ___________________________________________________________________
 QP1621* NAD 83(1986)-  45 08 07.     (N)    095 01 20.     (W)     SCALED    
 QP1621* NAVD 88     -       350.107  (meters)    1148.64   (feet)  ADJUSTED  
 QP1621  ___________________________________________________________________
 QP1621  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 QP1621  DYNAMIC HT  -         350.081 (meters)    1148.56  (feet)  COMP
 QP1621  MODELED GRAV-     980,532.5   (mgal)                       NAVD 88
 QP1621
 QP1621  VERT ORDER  -  FIRST     CLASS II
 QP1621
 QP1621.The horizontal coordinates were scaled from a topographic map and have
 QP1621.an estimated accuracy of +/- 6 seconds.
 QP1621
 QP1621.The orthometric height was determined by differential leveling
 QP1621.and adjusted by the National Geodetic Survey in June 1991..
 QP1621
 QP1621.The geoid height was determined by GEOID03.
 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     -   337,760.      719,590.      MT  (+/- 180 meters Scaled)
 QP1621
 QP1621                          SUPERSEDED SURVEY CONTROL
 QP1621
 QP1621.No superseded survey control is available for this station.
 QP1621
 QP1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK409999(NAD 83)
 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 = OCTOBER  6, 2006
 DG6559 ***********************************************************************
 DG6559  DESIGNATION -  11 DDB
 DG6559  PID         -  DG6559
 DG6559  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DG6559  USGS QUAD   -  OAKS CORNER (1974)
 DG6559
 DG6559                         *CURRENT SURVEY CONTROL
 DG6559  ___________________________________________________________________
 DG6559* NAD 83(1986)-  48 25 28.     (N)    094 57 00.     (W)     SCALED    
 DG6559* NAVD 88     -       365.256  (meters)    1198.34   (feet)  ADJUSTED  
 DG6559  ___________________________________________________________________
 DG6559  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DG6559  DYNAMIC HT  -         365.342 (meters)    1198.63  (feet)  COMP
 DG6559  MODELED GRAV-     980,833.9   (mgal)                       NAVD 88
 DG6559
 DG6559  VERT ORDER  -  SECOND    CLASS I
 DG6559
 DG6559.The horizontal coordinates were scaled from a topographic map and have
 DG6559.an estimated accuracy of +/- 6 seconds.
 DG6559
 DG6559.The orthometric height was determined by differential leveling
 DG6559.and adjusted by the National Geodetic Survey in March 2005..
 DG6559.No vertical observational check was made to the station.
 DG6559
 DG6559.Photographs are available for this station.
 DG6559
 DG6559.The geoid height was determined by GEOID03.
 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     -   315,590.      663,100.      MT  (+/- 180 meters Scaled)
 DG6559
 DG6559                          SUPERSEDED SURVEY CONTROL
 DG6559
 DG6559.No superseded survey control is available for this station.
 DG6559
 DG6559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP557653(NAD 83)
 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 = OCTOBER  6, 2006
 DF8313 ***********************************************************************
 DF8313  DESIGNATION -  11 DRL
 DF8313  PID         -  DF8313
 DF8313  STATE/COUNTY-  MN/WINONA
 DF8313  USGS QUAD   -  ALTURA (1972)
 DF8313
 DF8313                         *CURRENT SURVEY CONTROL
 DF8313  ___________________________________________________________________
 DF8313* NAD 83(1996)-  44 03 25.68586(N)    091 52 43.56989(W)     ADJUSTED  
 DF8313* NAVD 88     -       370.3    (meters)    1215.     (feet)  GPS OBS   
 DF8313  ___________________________________________________________________
 DF8313  X           -    -150,525.300 (meters)                     COMP
 DF8313  Y           -  -4,588,840.446 (meters)                     COMP
 DF8313  Z           -   4,412,892.662 (meters)                     COMP
 DF8313  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 DF8313  ELLIP HEIGHT-         340.21  (meters)          (10/06/03) GPS OBS
 DF8313  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 DF8313
 DF8313  HORZ ORDER  -  FIRST
 DF8313  ELLP ORDER  -  THIRD     CLASS II
 DF8313
 DF8313.The horizontal coordinates were established by GPS observations
 DF8313.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8313
 DF8313.The orthometric height was determined by GPS observations and a
 DF8313.high-resolution geoid model.
 DF8313
 DF8313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8313
 DF8313.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8313
 DF8313.The ellipsoidal height was determined by GPS observations
 DF8313.and is referenced to NAD 83.
 DF8313
 DF8313.The geoid height was determined by GEOID03.
 DF8313
 DF8313;                    North         East     Units Scale Factor Converg.
 DF8313;SPC MN S     -   219,665.339   969,945.232   MT  0.99995193   +1 29 12.6
 DF8313;UTM  15      - 4,878,829.813   589,807.554   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  =   0.99989859
 DF8313!UTM  15      -   0.99994666  x   0.99969919  =   0.99964586
 DF8313
 DF8313                          SUPERSEDED SURVEY CONTROL
 DF8313
 DF8313.No superseded survey control is available for this station.
 DF8313
 DF8313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8980878830(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF8313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8313+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2002
 DF8313
 DF8313  HISTORY     - Date     Condition        Report By
 DF8313  HISTORY     - 1972     MONUMENTED       USGS
 DF8313  HISTORY     - 20020401 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1101 ***********************************************************************
 QP1101  DESIGNATION -  11 ES
 QP1101  PID         -  QP1101
 QP1101  STATE/COUNTY-  MN/BENTON
 QP1101  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 QP1101
 QP1101                         *CURRENT SURVEY CONTROL
 QP1101  ___________________________________________________________________
 QP1101* NAD 83(1996)-  45 37 55.56028(N)    094 07 56.26077(W)     ADJUSTED  
 QP1101* NAVD 88     -       333.27   (+/-2cm)    1093.4    (feet)  VERTCON   
 QP1101  ___________________________________________________________________
 QP1101  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 QP1101  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 QP1101
 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.The vertical order pertains to the NGVD 29 superseded value.
 QP1101
 QP1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1101
 QP1101.The geoid height was determined by GEOID03.
 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;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     -   0.99995198  x   0.99999669  =   0.99994867
 QP1101!UTM  15      -   0.99995198  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: 15TVL1174553796(NAD 83)
 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 = OCTOBER  6, 2006
 SL0066 ***********************************************************************
 SL0066  DESIGNATION -  11 KEE
 SL0066  PID         -  SL0066
 SL0066  STATE/COUNTY-  MN/RED LAKE
 SL0066  USGS QUAD   -  PLUMMER (1964)
 SL0066
 SL0066                         *CURRENT SURVEY CONTROL
 SL0066  ___________________________________________________________________
 SL0066* NAD 83(1986)-  47 52 33.     (N)    096 00 37.     (W)     SCALED    
 SL0066* NAVD 88     -       347.576  (meters)    1140.34   (feet)  ADJUSTED  
 SL0066  ___________________________________________________________________
 SL0066  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 SL0066  DYNAMIC HT  -         347.636 (meters)    1140.54  (feet)  COMP
 SL0066  MODELED GRAV-     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
 SL0066.and adjusted by the National Geodetic Survey in June 1991..
 SL0066
 SL0066.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 SL0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0066_STAMPING: II KEE 1963
 SL0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0066+STABILITY: SURFACE MOTION
 SL0066
 SL0066  HISTORY     - Date     Condition        Report By
 SL0066  HISTORY     - 1963     MONUMENTED       USGS
 SL0066  HISTORY     - 1977     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6967 ***********************************************************************
 AH6967  DESIGNATION -  11 LMT
 AH6967  PID         -  AH6967
 AH6967  STATE/COUNTY-  MN/CASS
 AH6967  USGS QUAD   -  ROOSEVELT LAKE (1970)
 AH6967
 AH6967                         *CURRENT SURVEY CONTROL
 AH6967  ___________________________________________________________________
 AH6967* NAD 83(1986)-  46 48 41.     (N)    093 56 45.     (W)     SCALED    
 AH6967* NAVD 88     -       391.007  (meters)    1282.83   (feet)  ADJUSTED  
 AH6967  ___________________________________________________________________
 AH6967  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AH6967  DYNAMIC HT  -         391.030 (meters)    1282.90  (feet)  COMP
 AH6967  MODELED GRAV-     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
 AH6967.and adjusted by the National Geodetic Survey in August 2006..
 AH6967
 AH6967.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 DH4013 ***********************************************************************
 DH4013  DESIGNATION -  11 RB
 DH4013  PID         -  DH4013
 DH4013  STATE/COUNTY-  MN/POPE
 DH4013  USGS QUAD   -  TERRACE (1977)
 DH4013
 DH4013                         *CURRENT SURVEY CONTROL
 DH4013  ___________________________________________________________________
 DH4013* NAD 83(1996)-  45 35 06.05031(N)    095 21 54.68712(W)     ADJUSTED  
 DH4013* NAVD 88     -       406.6    (meters)    1334.     (feet)  GPS OBS   
 DH4013  ___________________________________________________________________
 DH4013  X           -    -418,114.676 (meters)                     COMP
 DH4013  Y           -  -4,452,058.826 (meters)                     COMP
 DH4013  Z           -   4,533,358.655 (meters)                     COMP
 DH4013  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 DH4013  ELLIP HEIGHT-         380.52  (meters)          (05/31/05) GPS OBS
 DH4013  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DH4013
 DH4013  HORZ ORDER  -  FIRST
 DH4013  ELLP ORDER  -  FOURTH    CLASS I
 DH4013
 DH4013.The horizontal coordinates were established by GPS observations
 DH4013.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4013
 DH4013.The orthometric height was determined by GPS observations and a
 DH4013.high-resolution geoid model.
 DH4013
 DH4013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4013
 DH4013.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4013
 DH4013.The ellipsoidal height was determined by GPS observations
 DH4013.and is referenced to NAD 83.
 DH4013
 DH4013.The geoid height was determined by GEOID03.
 DH4013
 DH4013;                    North         East     Units Scale Factor Converg.
 DH4013;SPC MN C     -   165,635.530   712,972.374   MT  1.00000701   -0 48 24.2
 DH4013;UTM  15      - 5,050,662.327   315,494.494   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.No superseded survey control is available for this station.
 DH4013
 DH4013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1549450662(NAD 83)
 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 - 1966
 DH4013
 DH4013  HISTORY     - Date     Condition        Report By
 DH4013  HISTORY     - 1966     MONUMENTED       USGS
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1729 ***********************************************************************
 AI1729  DESIGNATION -  11 SEM
 AI1729  PID         -  AI1729
 AI1729  STATE/COUNTY-  MN/PIPESTONE
 AI1729  USGS QUAD   -  EDGERTON NORTH (1967)
 AI1729
 AI1729                         *CURRENT SURVEY CONTROL
 AI1729  ___________________________________________________________________
 AI1729* NAD 83(1986)-  43 52 39.     (N)    096 13 38.     (W)     SCALED    
 AI1729* NAVD 88     -       516.130  (meters)    1693.34   (feet)  ADJUSTED  
 AI1729  ___________________________________________________________________
 AI1729  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AI1729  DYNAMIC HT  -         516.007 (meters)    1692.93  (feet)  COMP
 AI1729  MODELED GRAV-     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
 AI1729.and adjusted by the National Geodetic Survey in July 2000..
 AI1729.No vertical observational check was made to the station.
 AI1729
 AI1729.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PR0713 ***********************************************************************
 PR0713  DESIGNATION -  11 T
 PR0713  PID         -  PR0713
 PR0713  STATE/COUNTY-  MN/LYON
 PR0713  USGS QUAD   -  TAUNTON (1967)
 PR0713
 PR0713                         *CURRENT SURVEY CONTROL
 PR0713  ___________________________________________________________________
 PR0713* NAD 83(1996)-  44 30 09.05362(N)    096 03 45.32850(W)     ADJUSTED  
 PR0713* NAVD 88     -       424.28   (+/-2cm)    1392.0    (feet)  VERTCON   
 PR0713  ___________________________________________________________________
 PR0713  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 PR0713  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 PR0713
 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.The vertical order pertains to the NGVD 29 superseded value.
 PR0713
 PR0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 PR0713
 PR0713.The geoid height was determined by GEOID03.
 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;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     -   0.99993763  x   0.99992204  =   0.99985968
 PR0713!UTM  14      -   0.99993763  x   1.00027060  =   1.00020821
 PR0713!UTM  15      -   0.99993763  x   1.00032899  =   1.00026660
 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_MARKER: DB = BENCH MARK DISK
 PR0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0713_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 SK0250 ***********************************************************************
 SK0250  DESIGNATION -  11 WGW
 SK0250  PID         -  SK0250
 SK0250  STATE/COUNTY-  MN/HUBBARD
 SK0250  USGS QUAD   -  LAKE GEORGE (1972)
 SK0250
 SK0250                         *CURRENT SURVEY CONTROL
 SK0250  ___________________________________________________________________
 SK0250* NAD 83(1986)-  47 12 04.     (N)    094 59 40.     (W)     SCALED    
 SK0250* NAVD 88     -       435.761  (meters)    1429.66   (feet)  ADJUSTED  
 SK0250  ___________________________________________________________________
 SK0250  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 SK0250  DYNAMIC HT  -         435.806 (meters)    1429.81  (feet)  COMP
 SK0250  MODELED GRAV-     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
 SK0250.and adjusted by the National Geodetic Survey in June 1991..
 SK0250
 SK0250.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 SK0250_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 QO1556 ***********************************************************************
 QO1556  DESIGNATION -  110
 QO1556  PID         -  QO1556
 QO1556  STATE/COUNTY-  MN/CHISAGO
 QO1556  USGS QUAD   -  NORTH BRANCH (1983)
 QO1556
 QO1556                         *CURRENT SURVEY CONTROL
 QO1556  ___________________________________________________________________
 QO1556* NAD 83(1996)-  45 32 23.90921(N)    092 58 44.60062(W)     ADJUSTED  
 QO1556* NAVD 88     -       282.3    (meters)     926.     (feet)  VERTCON   
 QO1556  ___________________________________________________________________
 QO1556  LAPLACE CORR-           8.62  (seconds)                    DEFLEC99
 QO1556  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 QO1556
 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 DEFLEC99 derived deflections.
 QO1556
 QO1556.The geoid height was determined by GEOID03.
 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 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     -   0.99996014  x   1.00001750  =   0.99997764
 QO1556!SPC WI C     -   0.99996014  x   1.00000786  =   0.99996800
 QO1556!UTM  15      -   0.99996014  x   0.99960003  =   0.99956018
 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(1996)-  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: 15TWL0163542938(NAD 83)
 QO1556_MARKER: I = METAL ROD
 QO1556_SETTING: 0 = UNSPECIFIED SETTING
 QO1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1556
 QO1556  HISTORY     - Date     Condition        Report By
 QO1556  HISTORY     - 1959     MONUMENTED       MNHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0860 ***********************************************************************
 DI0860  DESIGNATION -  110 KEE
 DI0860  PID         -  DI0860
 DI0860  STATE/COUNTY-  MN/KOOCHICHING
 DI0860  USGS QUAD   -  BIRCHDALE SE (1968)
 DI0860
 DI0860                         *CURRENT SURVEY CONTROL
 DI0860  ___________________________________________________________________
 DI0860* NAD 83(1986)-  48 35 02.     (N)    094 04 44.     (W)     SCALED    
 DI0860* NAVD 88     -       348.611  (meters)    1143.73   (feet)  ADJUSTED  
 DI0860  ___________________________________________________________________
 DI0860  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 DI0860  DYNAMIC HT  -         348.700 (meters)    1144.03  (feet)  COMP
 DI0860  MODELED GRAV-     980,854.7   (mgal)                       NAVD 88
 DI0860
 DI0860  VERT ORDER  -  SECOND    CLASS I
 DI0860
 DI0860.The horizontal coordinates were scaled from a topographic map and have
 DI0860.an estimated accuracy of +/- 6 seconds.
 DI0860
 DI0860.The orthometric height was determined by differential leveling
 DI0860.and adjusted by the National Geodetic Survey in September 2006..
 DI0860.No vertical observational check was made to the station.
 DI0860
 DI0860.The geoid height was determined by GEOID03.
 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     -   332,140.      727,780.      MT  (+/- 180 meters Scaled)
 DI0860
 DI0860                          SUPERSEDED SURVEY CONTROL
 DI0860
 DI0860.No superseded survey control is available for this station.
 DI0860
 DI0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP204817(NAD 83)
 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 = OCTOBER  6, 2006
 TB0588 ***********************************************************************
 TB0588  DESIGNATION -  1100
 TB0588  PID         -  TB0588
 TB0588  STATE/COUNTY-  MN/KOOCHICHING
 TB0588  USGS QUAD   -  LOMAN (1970)
 TB0588
 TB0588                         *CURRENT SURVEY CONTROL
 TB0588  ___________________________________________________________________
 TB0588* NAD 83(1986)-  48 32 29.     (N)    093 49 03.     (W)     SCALED    
 TB0588* NAVD 88     -       335.174  (meters)    1099.65   (feet)  POSTED    
 TB0588  ___________________________________________________________________
 TB0588  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 TB0588  DYNAMIC HT  -         335.250 (meters)    1099.90  (feet)  COMP
 TB0588  MODELED GRAV-     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 National Geodetic Survey in 1992..
 TB0588.No vertical observational check was made to the station.
 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.The geoid height was determined by GEOID03.
 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_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             NGS
 TB0588  HISTORY     - 1981     MARK NOT FOUND   NGS
 TB0588
 TB0588                          STATION DESCRIPTION
 TB0588
 TB0588'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 DF4605 ***********************************************************************
 DF4605  DESIGNATION -  1101 C
 DF4605  PID         -  DF4605
 DF4605  STATE/COUNTY-  MN/CASS
 DF4605  USGS QUAD   -  CASS LAKE (1996)
 DF4605
 DF4605                         *CURRENT SURVEY CONTROL
 DF4605  ___________________________________________________________________
 DF4605* NAD 83(1986)-  47 22 59.     (N)    094 37 05.     (W)     SCALED    
 DF4605* NAVD 88     -       403.519  (meters)    1323.88   (feet)  ADJUSTED  
 DF4605  ___________________________________________________________________
 DF4605  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 DF4605  DYNAMIC HT  -         403.561 (meters)    1324.02  (feet)  COMP
 DF4605  MODELED GRAV-     980,705.3   (mgal)                       NAVD 88
 DF4605
 DF4605  VERT ORDER  -  SECOND    CLASS I
 DF4605
 DF4605.The horizontal coordinates were scaled from a topographic map and have
 DF4605.an estimated accuracy of +/- 6 seconds.
 DF4605
 DF4605.The orthometric height was determined by differential leveling
 DF4605.and adjusted by the National Geodetic Survey in August 2004..
 DF4605
 DF4605.The geoid height was determined by GEOID03.
 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     -   364,950.      772,210.      MT  (+/- 180 meters Scaled)
 DF4605
 DF4605                          SUPERSEDED SURVEY CONTROL
 DF4605
 DF4605.No superseded survey control is available for this station.
 DF4605
 DF4605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN778490(NAD 83)
 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 = OCTOBER  6, 2006
 DF4604 ***********************************************************************
 DF4604  DESIGNATION -  1101 D
 DF4604  PID         -  DF4604
 DF4604  STATE/COUNTY-  MN/CASS
 DF4604  USGS QUAD   -  CASS LAKE (1996)
 DF4604
 DF4604                         *CURRENT SURVEY CONTROL
 DF4604  ___________________________________________________________________
 DF4604* NAD 83(1986)-  47 22 58.     (N)    094 36 04.     (W)     SCALED    
 DF4604* NAVD 88     -       407.413  (meters)    1336.65   (feet)  ADJUSTED  
 DF4604  ___________________________________________________________________
 DF4604  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DF4604  DYNAMIC HT  -         407.456 (meters)    1336.80  (feet)  COMP
 DF4604  MODELED GRAV-     980,706.3   (mgal)                       NAVD 88
 DF4604
 DF4604  VERT ORDER  -  SECOND    CLASS I
 DF4604
 DF4604.The horizontal coordinates were scaled from a topographic map and have
 DF4604.an estimated accuracy of +/- 6 seconds.
 DF4604
 DF4604.The orthometric height was determined by differential leveling
 DF4604.and adjusted by the National Geodetic Survey in August 2004..
 DF4604
 DF4604.The geoid height was determined by GEOID03.
 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     -   364,920.      773,490.      MT  (+/- 180 meters Scaled)
 DF4604
 DF4604                          SUPERSEDED SURVEY CONTROL
 DF4604
 DF4604.No superseded survey control is available for this station.
 DF4604
 DF4604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN791489(NAD 83)
 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 = OCTOBER  6, 2006
 TB0580 ***********************************************************************
 TB0580  DESIGNATION -  1102
 TB0580  PID         -  TB0580
 TB0580  STATE/COUNTY-  MN/KOOCHICHING
 TB0580  USGS QUAD   -  DEVLIN (1970)
 TB0580
 TB0580                         *CURRENT SURVEY CONTROL
 TB0580  ___________________________________________________________________
 TB0580* NAD 83(1986)-  48 30 58.     (N)    093 43 17.     (W)     SCALED    
 TB0580* NAVD 88     -       335.603  (meters)    1101.06   (feet)  POSTED    
 TB0580  ___________________________________________________________________
 TB0580  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 TB0580  DYNAMIC HT  -         335.680 (meters)    1101.31  (feet)  COMP
 TB0580  MODELED GRAV-     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 National Geodetic Survey in 1992..
 TB0580.No vertical observational check was made to the station.
 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.The geoid height was determined by GEOID03.
 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_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             NGS
 TB0580  HISTORY     - 1981     MARK NOT FOUND   NGS
 TB0580
 TB0580                          STATION DESCRIPTION
 TB0580
 TB0580'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 DF4603 ***********************************************************************
 DF4603  DESIGNATION -  1102 A RESET
 DF4603  PID         -  DF4603
 DF4603  STATE/COUNTY-  MN/CASS
 DF4603  USGS QUAD   -  CASS LAKE (1996)
 DF4603
 DF4603                         *CURRENT SURVEY CONTROL
 DF4603  ___________________________________________________________________
 DF4603* NAD 83(1986)-  47 22 48.     (N)    094 35 13.     (W)     SCALED    
 DF4603* NAVD 88     -       400.334  (meters)    1313.43   (feet)  ADJUSTED  
 DF4603  ___________________________________________________________________
 DF4603  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DF4603  DYNAMIC HT  -         400.377 (meters)    1313.57  (feet)  COMP
 DF4603  MODELED GRAV-     980,706.6   (mgal)                       NAVD 88
 DF4603
 DF4603  VERT ORDER  -  SECOND    CLASS I
 DF4603
 DF4603.The horizontal coordinates were scaled from a topographic map and have
 DF4603.an estimated accuracy of +/- 6 seconds.
 DF4603
 DF4603.The orthometric height was determined by differential leveling
 DF4603.and adjusted by the National Geodetic Survey in August 2004..
 DF4603
 DF4603.The geoid height was determined by GEOID03.
 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     -   364,600.      774,550.      MT  (+/- 180 meters Scaled)
 DF4603
 DF4603                          SUPERSEDED SURVEY CONTROL
 DF4603
 DF4603.No superseded survey control is available for this station.
 DF4603
 DF4603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN802486(NAD 83)
 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 = OCTOBER  6, 2006
 DF4602 ***********************************************************************
 DF4602  DESIGNATION -  1102 B
 DF4602  PID         -  DF4602
 DF4602  STATE/COUNTY-  MN/CASS
 DF4602  USGS QUAD   -  CASS LAKE (1996)
 DF4602
 DF4602                         *CURRENT SURVEY CONTROL
 DF4602  ___________________________________________________________________
 DF4602* NAD 83(1996)-  47 22 39.43404(N)    094 34 30.06121(W)     ADJUSTED  
 DF4602* NAVD 88     -       397.812  (meters)    1305.15   (feet)  ADJUSTED  
 DF4602  ___________________________________________________________________
 DF4602  X           -    -345,151.262 (meters)                     COMP
 DF4602  Y           -  -4,313,353.055 (meters)                     COMP
 DF4602  Z           -   4,670,566.948 (meters)                     COMP
 DF4602  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 DF4602  ELLIP HEIGHT-         369.70  (meters)          (07/22/03) GPS OBS
 DF4602  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DF4602  DYNAMIC HT  -         397.854 (meters)    1305.29  (feet)  COMP
 DF4602  MODELED GRAV-     980,706.8   (mgal)                       NAVD 88
 DF4602
 DF4602  HORZ ORDER  -  FIRST
 DF4602  VERT ORDER  -  SECOND    CLASS I
 DF4602  ELLP ORDER  -  THIRD     CLASS II
 DF4602
 DF4602.The horizontal coordinates were established by GPS observations
 DF4602.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF4602
 DF4602.The orthometric height was determined by differential leveling
 DF4602.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4602
 DF4602.The ellipsoidal height was determined by GPS observations
 DF4602.and is referenced to NAD 83.
 DF4602
 DF4602.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4602;SPC MN C     -   364,333.881   775,453.115   MT  1.00008817   -0 14 06.4
 DF4602;UTM  15      - 5,248,331.713   381,105.913   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  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: 15TUN8110648332(NAD 83)
 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 = OCTOBER  6, 2006
 DF4601 ***********************************************************************
 DF4601  DESIGNATION -  1102 C
 DF4601  PID         -  DF4601
 DF4601  STATE/COUNTY-  MN/CASS
 DF4601  USGS QUAD   -  CASS LAKE (1996)
 DF4601
 DF4601                         *CURRENT SURVEY CONTROL
 DF4601  ___________________________________________________________________
 DF4601* NAD 83(1986)-  47 22 33.     (N)    094 33 19.     (W)     SCALED    
 DF4601* NAVD 88     -       402.535  (meters)    1320.65   (feet)  ADJUSTED  
 DF4601  ___________________________________________________________________
 DF4601  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 DF4601  DYNAMIC HT  -         402.578 (meters)    1320.79  (feet)  COMP
 DF4601  MODELED GRAV-     980,707.4   (mgal)                       NAVD 88
 DF4601
 DF4601  VERT ORDER  -  SECOND    CLASS I
 DF4601
 DF4601.The horizontal coordinates were scaled from a topographic map and have
 DF4601.an estimated accuracy of +/- 6 seconds.
 DF4601
 DF4601.The orthometric height was determined by differential leveling
 DF4601.and adjusted by the National Geodetic Survey in August 2004..
 DF4601
 DF4601.The geoid height was determined by GEOID03.
 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     -   364,130.      776,940.      MT  (+/- 180 meters Scaled)
 DF4601
 DF4601                          SUPERSEDED SURVEY CONTROL
 DF4601
 DF4601.No superseded survey control is available for this station.
 DF4601
 DF4601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN825481(NAD 83)
 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 = OCTOBER  6, 2006
 DF4598 ***********************************************************************
 DF4598  DESIGNATION -  1102 E
 DF4598  PID         -  DF4598
 DF4598  STATE/COUNTY-  MN/CASS
 DF4598  USGS QUAD   -  PIKE BAY (1996)
 DF4598
 DF4598                         *CURRENT SURVEY CONTROL
 DF4598  ___________________________________________________________________
 DF4598* NAD 83(1986)-  47 22 18.     (N)    094 31 18.     (W)     SCALED    
 DF4598* NAVD 88     -       405.682  (meters)    1330.97   (feet)  ADJUSTED  
 DF4598  ___________________________________________________________________
 DF4598  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DF4598  DYNAMIC HT  -         405.725 (meters)    1331.12  (feet)  COMP
 DF4598  MODELED GRAV-     980,708.5   (mgal)                       NAVD 88
 DF4598
 DF4598  VERT ORDER  -  SECOND    CLASS I
 DF4598
 DF4598.The horizontal coordinates were scaled from a topographic map and have
 DF4598.an estimated accuracy of +/- 6 seconds.
 DF4598
 DF4598.The orthometric height was determined by differential leveling
 DF4598.and adjusted by the National Geodetic Survey in August 2004..
 DF4598
 DF4598.The geoid height was determined by GEOID03.
 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     -   363,660.      779,480.      MT  (+/- 180 meters Scaled)
 DF4598
 DF4598                          SUPERSEDED SURVEY CONTROL
 DF4598
 DF4598.No superseded survey control is available for this station.
 DF4598
 DF4598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN851475(NAD 83)
 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 = OCTOBER  6, 2006
 DF4597 ***********************************************************************
 DF4597  DESIGNATION -  1102 F
 DF4597  PID         -  DF4597
 DF4597  STATE/COUNTY-  MN/CASS
 DF4597  USGS QUAD   -  SUCKER LAKES (1996)
 DF4597
 DF4597                         *CURRENT SURVEY CONTROL
 DF4597  ___________________________________________________________________
 DF4597* NAD 83(1996)-  47 22 15.49810(N)    094 29 51.83736(W)     ADJUSTED  
 DF4597* NAVD 88     -       413.073  (meters)    1355.22   (feet)  ADJUSTED  
 DF4597  ___________________________________________________________________
 DF4597  X           -    -339,376.274 (meters)                     COMP
 DF4597  Y           -  -4,314,367.246 (meters)                     COMP
 DF4597  Z           -   4,670,077.535 (meters)                     COMP
 DF4597  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 DF4597  ELLIP HEIGHT-         384.94  (meters)          (07/22/03) GPS OBS
 DF4597  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DF4597  DYNAMIC HT  -         413.118 (meters)    1355.37  (feet)  COMP
 DF4597  MODELED GRAV-     980,709.3   (mgal)                       NAVD 88
 DF4597
 DF4597  HORZ ORDER  -  FIRST
 DF4597  VERT ORDER  -  SECOND    CLASS I
 DF4597  ELLP ORDER  -  THIRD     CLASS II
 DF4597
 DF4597.The horizontal coordinates were established by GPS observations
 DF4597.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF4597
 DF4597.The orthometric height was determined by differential leveling
 DF4597.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4597
 DF4597.The ellipsoidal height was determined by GPS observations
 DF4597.and is referenced to NAD 83.
 DF4597
 DF4597.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4597;SPC MN C     -   363,573.507   781,287.680   MT  1.00008606   -0 10 45.1
 DF4597;UTM  15      - 5,247,477.683   386,925.592   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  =   1.00002572
 DF4597!UTM  15      -   0.99993967  x   0.99975713  =   0.99969681
 DF4597
 DF4597                          SUPERSEDED SURVEY CONTROL
 DF4597
 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: 15TUN8692647478(NAD 83)
 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 = OCTOBER  6, 2006
 DF4593 ***********************************************************************
 DF4593  DESIGNATION -  1102 G
 DF4593  PID         -  DF4593
 DF4593  STATE/COUNTY-  MN/CASS
 DF4593  USGS QUAD   -  SUCKER LAKES (1996)
 DF4593
 DF4593                         *CURRENT SURVEY CONTROL
 DF4593  ___________________________________________________________________
 DF4593* NAD 83(1996)-  47 22 14.32036(N)    094 26 55.36430(W)     ADJUSTED  
 DF4593* NAVD 88     -       405.609  (meters)    1330.74   (feet)  ADJUSTED  
 DF4593  ___________________________________________________________________
 DF4593  X           -    -335,686.609 (meters)                     COMP
 DF4593  Y           -  -4,314,677.650 (meters)                     COMP
 DF4593  Z           -   4,670,047.390 (meters)                     COMP
 DF4593  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 DF4593  ELLIP HEIGHT-         377.45  (meters)          (07/22/03) GPS OBS
 DF4593  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DF4593  DYNAMIC HT  -         405.654 (meters)    1330.88  (feet)  COMP
 DF4593  MODELED GRAV-     980,711.2   (mgal)                       NAVD 88
 DF4593
 DF4593  HORZ ORDER  -  FIRST
 DF4593  VERT ORDER  -  SECOND    CLASS I
 DF4593  ELLP ORDER  -  THIRD     CLASS II
 DF4593
 DF4593.The horizontal coordinates were established by GPS observations
 DF4593.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF4593
 DF4593.The orthometric height was determined by differential leveling
 DF4593.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4593
 DF4593.The ellipsoidal height was determined by GPS observations
 DF4593.and is referenced to NAD 83.
 DF4593
 DF4593.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4593;SPC MN C     -   363,526.697   784,990.296   MT  1.00008595   -0 08 37.5
 DF4593;UTM  15      - 5,247,371.298   390,625.739   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  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: 15TUN9062647371(NAD 83)
 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 = OCTOBER  6, 2006
 DF4589 ***********************************************************************
 DF4589  DESIGNATION -  1102 H
 DF4589  PID         -  DF4589
 DF4589  STATE/COUNTY-  MN/CASS
 DF4589  USGS QUAD   -  SUCKER LAKES (1996)
 DF4589
 DF4589                         *CURRENT SURVEY CONTROL
 DF4589  ___________________________________________________________________
 DF4589* NAD 83(1996)-  47 21 54.03224(N)    094 23 38.82358(W)     ADJUSTED  
 DF4589* NAVD 88     -       404.075  (meters)    1325.70   (feet)  ADJUSTED  
 DF4589  ___________________________________________________________________
 DF4589  X           -    -331,610.427 (meters)                     COMP
 DF4589  Y           -  -4,315,454.123 (meters)                     COMP
 DF4589  Z           -   4,669,621.844 (meters)                     COMP
 DF4589  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 DF4589  ELLIP HEIGHT-         375.87  (meters)          (07/22/03) GPS OBS
 DF4589  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DF4589  DYNAMIC HT  -         404.120 (meters)    1325.85  (feet)  COMP
 DF4589  MODELED GRAV-     980,712.0   (mgal)                       NAVD 88
 DF4589
 DF4589  HORZ ORDER  -  FIRST
 DF4589  VERT ORDER  -  SECOND    CLASS I
 DF4589  ELLP ORDER  -  THIRD     CLASS II
 DF4589
 DF4589.The horizontal coordinates were established by GPS observations
 DF4589.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF4589
 DF4589.The orthometric height was determined by differential leveling
 DF4589.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4589
 DF4589.The ellipsoidal height was determined by GPS observations
 DF4589.and is referenced to NAD 83.
 DF4589
 DF4589.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4589;SPC MN C     -   362,891.167   789,112.949   MT  1.00008417   -0 06 15.3
 DF4589;UTM  15      - 5,246,669.763   394,736.220   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  =   0.99967727
 DF4589
 DF4589                          SUPERSEDED SURVEY CONTROL
 DF4589
 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: 15TUN9473646670(NAD 83)
 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 = OCTOBER  6, 2006
 DF4588 ***********************************************************************
 DF4588  DESIGNATION -  1102 J
 DF4588  PID         -  DF4588
 DF4588  STATE/COUNTY-  MN/CASS
 DF4588  USGS QUAD   -  PORTAGE LAKE (1996)
 DF4588
 DF4588                         *CURRENT SURVEY CONTROL
 DF4588  ___________________________________________________________________
 DF4588* NAD 83(1986)-  47 21 47.     (N)    094 22 20.     (W)     SCALED    
 DF4588* NAVD 88     -       403.834  (meters)    1324.91   (feet)  ADJUSTED  
 DF4588  ___________________________________________________________________
 DF4588  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DF4588  DYNAMIC HT  -         403.879 (meters)    1325.06  (feet)  COMP
 DF4588  MODELED GRAV-     980,711.7   (mgal)                       NAVD 88
 DF4588
 DF4588  VERT ORDER  -  SECOND    CLASS I
 DF4588
 DF4588.The horizontal coordinates were scaled from a topographic map and have
 DF4588.an estimated accuracy of +/- 6 seconds.
 DF4588
 DF4588.The orthometric height was determined by differential leveling
 DF4588.and adjusted by the National Geodetic Survey in August 2004..
 DF4588
 DF4588.The geoid height was determined by GEOID03.
 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     -   362,670.      790,770.      MT  (+/- 180 meters Scaled)
 DF4588
 DF4588                          SUPERSEDED SURVEY CONTROL
 DF4588
 DF4588.No superseded survey control is available for this station.
 DF4588
 DF4588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN963464(NAD 83)
 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 = OCTOBER  6, 2006
 DF4585 ***********************************************************************
 DF4585  DESIGNATION -  1102 K
 DF4585  PID         -  DF4585
 DF4585  STATE/COUNTY-  MN/CASS
 DF4585  USGS QUAD   -  PORTAGE LAKE (1996)
 DF4585
 DF4585                         *CURRENT SURVEY CONTROL
 DF4585  ___________________________________________________________________
 DF4585* NAD 83(1996)-  47 21 32.03508(N)    094 20 18.86918(W)     ADJUSTED  
 DF4585* NAVD 88     -       400.090  (meters)    1312.63   (feet)  ADJUSTED  
 DF4585  ___________________________________________________________________
 DF4585  X           -    -327,464.444 (meters)                     COMP
 DF4585  Y           -  -4,316,269.172 (meters)                     COMP
 DF4585  Z           -   4,669,158.682 (meters)                     COMP
 DF4585  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 DF4585  ELLIP HEIGHT-         371.82  (meters)          (07/22/03) GPS OBS
 DF4585  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DF4585  DYNAMIC HT  -         400.134 (meters)    1312.77  (feet)  COMP
 DF4585  MODELED GRAV-     980,710.7   (mgal)                       NAVD 88
 DF4585
 DF4585  HORZ ORDER  -  FIRST
 DF4585  VERT ORDER  -  SECOND    CLASS I
 DF4585  ELLP ORDER  -  THIRD     CLASS II
 DF4585
 DF4585.The horizontal coordinates were established by GPS observations
 DF4585.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF4585
 DF4585.The orthometric height was determined by differential leveling
 DF4585.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4585
 DF4585.The ellipsoidal height was determined by GPS observations
 DF4585.and is referenced to NAD 83.
 DF4585
 DF4585.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4585;SPC MN C     -   362,205.614   793,308.052   MT  1.00008224   -0 03 50.7
 DF4585;UTM  15      - 5,245,917.127   398,918.287   MT  0.99972557   -0 59 05.1
 DF4585
 DF4585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4585!SPC MN C     -   0.99994172  x   1.00008224  =   1.00002396
 DF4585!UTM  15      -   0.99994172  x   0.99972557  =   0.99966731
 DF4585
 DF4585                          SUPERSEDED SURVEY CONTROL
 DF4585
 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_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 = OCTOBER  6, 2006
 DF4584 ***********************************************************************
 DF4584  DESIGNATION -  1102 L
 DF4584  PID         -  DF4584
 DF4584  STATE/COUNTY-  MN/CASS
 DF4584  USGS QUAD   -  PORTAGE LAKE (1996)
 DF4584
 DF4584                         *CURRENT SURVEY CONTROL
 DF4584  ___________________________________________________________________
 DF4584* NAD 83(1996)-  47 21 21.53852(N)    094 18 46.66413(W)     ADJUSTED  
 DF4584* NAVD 88     -       401.594  (meters)    1317.56   (feet)  ADJUSTED  
 DF4584  ___________________________________________________________________
 DF4584  X           -    -325,552.949 (meters)                     COMP
 DF4584  Y           -  -4,316,653.901 (meters)                     COMP
 DF4584  Z           -   4,668,940.148 (meters)                     COMP
 DF4584  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 DF4584  ELLIP HEIGHT-         373.28  (meters)          (07/22/03) GPS OBS
 DF4584  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DF4584  DYNAMIC HT  -         401.637 (meters)    1317.70  (feet)  COMP
 DF4584  MODELED GRAV-     980,709.8   (mgal)                       NAVD 88
 DF4584
 DF4584  HORZ ORDER  -  FIRST
 DF4584  VERT ORDER  -  SECOND    CLASS I
 DF4584  ELLP ORDER  -  THIRD     CLASS II
 DF4584
 DF4584.The horizontal coordinates were established by GPS observations
 DF4584.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF4584
 DF4584.The orthometric height was determined by differential leveling
 DF4584.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4584
 DF4584.The ellipsoidal height was determined by GPS observations
 DF4584.and is referenced to NAD 83.
 DF4584
 DF4584.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4584;SPC MN C     -   361,879.574   795,242.855   MT  1.00008133   -0 02 44.0
 DF4584;UTM  15      - 5,245,560.175   400,846.911   MT  0.99972082   -0 57 57.1
 DF4584
 DF4584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4584!SPC MN C     -   0.99994149  x   1.00008133  =   1.00002282
 DF4584!UTM  15      -   0.99994149  x   0.99972082  =   0.99966233
 DF4584
 DF4584                          SUPERSEDED SURVEY CONTROL
 DF4584
 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: 15TVN0084745560(NAD 83)
 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 = OCTOBER  6, 2006
 DF4580 ***********************************************************************
 DF4580  DESIGNATION -  1102 M
 DF4580  PID         -  DF4580
 DF4580  STATE/COUNTY-  MN/CASS
 DF4580  USGS QUAD   -  BENA (1996)
 DF4580
 DF4580                         *CURRENT SURVEY CONTROL
 DF4580  ___________________________________________________________________
 DF4580* NAD 83(1996)-  47 20 51.82493(N)    094 14 12.77185(W)     ADJUSTED  
 DF4580* NAVD 88     -       401.021  (meters)    1315.68   (feet)  ADJUSTED  
 DF4580  ___________________________________________________________________
 DF4580  X           -    -319,870.556 (meters)                     COMP
 DF4580  Y           -  -4,317,755.089 (meters)                     COMP
 DF4580  Z           -   4,668,317.941 (meters)                     COMP
 DF4580  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 DF4580  ELLIP HEIGHT-         372.63  (meters)          (07/22/03) GPS OBS
 DF4580  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DF4580  DYNAMIC HT  -         401.064 (meters)    1315.82  (feet)  COMP
 DF4580  MODELED GRAV-     980,707.8   (mgal)                       NAVD 88
 DF4580
 DF4580  HORZ ORDER  -  FIRST
 DF4580  VERT ORDER  -  SECOND    CLASS I
 DF4580  ELLP ORDER  -  THIRD     CLASS II
 DF4580
 DF4580.The horizontal coordinates were established by GPS observations
 DF4580.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF4580
 DF4580.The orthometric height was determined by differential leveling
 DF4580.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4580
 DF4580.The ellipsoidal height was determined by GPS observations
 DF4580.and is referenced to NAD 83.
 DF4580
 DF4580.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4580;SPC MN C     -   360,960.056   800,991.360   MT  1.00007875   +0 00 34.2
 DF4580;UTM  15      - 5,244,548.868   406,577.816   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  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: 15TVN0657844549(NAD 83)
 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 = OCTOBER  6, 2006
 DF4578 ***********************************************************************
 DF4578  DESIGNATION -  1102 N
 DF4578  PID         -  DF4578
 DF4578  STATE/COUNTY-  MN/CASS
 DF4578  USGS QUAD   -  BENA (1996)
 DF4578
 DF4578                         *CURRENT SURVEY CONTROL
 DF4578  ___________________________________________________________________
 DF4578* NAD 83(1996)-  47 20 32.64035(N)    094 10 39.91138(W)     ADJUSTED  
 DF4578* NAVD 88     -       399.511  (meters)    1310.73   (feet)  ADJUSTED  
 DF4578  ___________________________________________________________________
 DF4578  X           -    -315,446.232 (meters)                     COMP
 DF4578  Y           -  -4,318,516.427 (meters)                     COMP
 DF4578  Z           -   4,667,915.316 (meters)                     COMP
 DF4578  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 DF4578  ELLIP HEIGHT-         371.06  (meters)          (07/22/03) GPS OBS
 DF4578  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DF4578  DYNAMIC HT  -         399.553 (meters)    1310.87  (feet)  COMP
 DF4578  MODELED GRAV-     980,707.7   (mgal)                       NAVD 88
 DF4578
 DF4578  HORZ ORDER  -  FIRST
 DF4578  VERT ORDER  -  SECOND    CLASS I
 DF4578  ELLP ORDER  -  THIRD     CLASS II
 DF4578
 DF4578.The horizontal coordinates were established by GPS observations
 DF4578.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF4578
 DF4578.The orthometric height was determined by differential leveling
 DF4578.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4578
 DF4578.The ellipsoidal height was determined by GPS observations
 DF4578.and is referenced to NAD 83.
 DF4578
 DF4578.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4578;SPC MN C     -   360,369.948   805,460.024   MT  1.00007710   +0 03 08.1
 DF4578;UTM  15      - 5,243,887.422   411,034.767   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  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: 15TVN1103543887(NAD 83)
 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 = OCTOBER  6, 2006
 DF4577 ***********************************************************************
 DF4577  DESIGNATION -  1102 P
 DF4577  PID         -  DF4577
 DF4577  STATE/COUNTY-  MN/CASS
 DF4577  USGS QUAD   -  BENA (1996)
 DF4577
 DF4577                         *CURRENT SURVEY CONTROL
 DF4577  ___________________________________________________________________
 DF4577* NAD 83(1996)-  47 20 29.07175(N)    094 09 50.69989(W)     ADJUSTED  
 DF4577* NAVD 88     -       401.276  (meters)    1316.52   (feet)  ADJUSTED  
 DF4577  ___________________________________________________________________
 DF4577  X           -    -314,421.866 (meters)                     COMP
 DF4577  Y           -  -4,318,673.586 (meters)                     COMP
 DF4577  Z           -   4,667,841.919 (meters)                     COMP
 DF4577  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 DF4577  ELLIP HEIGHT-         372.81  (meters)          (07/22/03) GPS OBS
 DF4577  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DF4577  DYNAMIC HT  -         401.319 (meters)    1316.66  (feet)  COMP
 DF4577  MODELED GRAV-     980,707.9   (mgal)                       NAVD 88
 DF4577
 DF4577  HORZ ORDER  -  FIRST
 DF4577  VERT ORDER  -  SECOND    CLASS I
 DF4577  ELLP ORDER  -  THIRD     CLASS II
 DF4577
 DF4577.The horizontal coordinates were established by GPS observations
 DF4577.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF4577
 DF4577.The orthometric height was determined by differential leveling
 DF4577.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4577
 DF4577.The ellipsoidal height was determined by GPS observations
 DF4577.and is referenced to NAD 83.
 DF4577
 DF4577.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4577;SPC MN C     -   360,260.763   806,493.236   MT  1.00007680   +0 03 43.7
 DF4577;UTM  15      - 5,243,761.739   412,065.705   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  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: 15TVN1206643762(NAD 83)
 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 = OCTOBER  6, 2006
 DF4576 ***********************************************************************
 DF4576  DESIGNATION -  1102 Q
 DF4576  PID         -  DF4576
 DF4576  STATE/COUNTY-  MN/CASS
 DF4576  USGS QUAD   -  BENA (1996)
 DF4576
 DF4576                         *CURRENT SURVEY CONTROL
 DF4576  ___________________________________________________________________
 DF4576* NAD 83(1986)-  47 20 25.     (N)    094 08 51.     (W)     SCALED    
 DF4576* NAVD 88     -       400.106  (meters)    1312.68   (feet)  ADJUSTED  
 DF4576  ___________________________________________________________________
 DF4576  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DF4576  DYNAMIC HT  -         400.149 (meters)    1312.82  (feet)  COMP
 DF4576  MODELED GRAV-     980,708.0   (mgal)                       NAVD 88
 DF4576
 DF4576  VERT ORDER  -  SECOND    CLASS I
 DF4576
 DF4576.The horizontal coordinates were scaled from a topographic map and have
 DF4576.an estimated accuracy of +/- 6 seconds.
 DF4576
 DF4576.The orthometric height was determined by differential leveling
 DF4576.and adjusted by the National Geodetic Survey in August 2004..
 DF4576
 DF4576.The geoid height was determined by GEOID03.
 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     -   360,140.      807,750.      MT  (+/- 180 meters Scaled)
 DF4576
 DF4576                          SUPERSEDED SURVEY CONTROL
 DF4576
 DF4576.No superseded survey control is available for this station.
 DF4576
 DF4576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN133436(NAD 83)
 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 = OCTOBER  6, 2006
 DF4573 ***********************************************************************
 DF4573  DESIGNATION -  1102 R
 DF4573  PID         -  DF4573
 DF4573  STATE/COUNTY-  MN/CASS
 DF4573  USGS QUAD   -  NUSHKA LAKE (1996)
 DF4573
 DF4573                         *CURRENT SURVEY CONTROL
 DF4573  ___________________________________________________________________
 DF4573* NAD 83(1996)-  47 20 11.00595(N)    094 06 08.13890(W)     ADJUSTED  
 DF4573* NAVD 88     -       398.113  (meters)    1306.14   (feet)  ADJUSTED  
 DF4573  ___________________________________________________________________
 DF4573  X           -    -309,791.003 (meters)                     COMP
 DF4573  Y           -  -4,319,417.397 (meters)                     COMP
 DF4573  Z           -   4,667,461.434 (meters)                     COMP
 DF4573  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 DF4573  ELLIP HEIGHT-         369.57  (meters)          (07/22/03) GPS OBS
 DF4573  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DF4573  DYNAMIC HT  -         398.156 (meters)    1306.28  (feet)  COMP
 DF4573  MODELED GRAV-     980,707.8   (mgal)                       NAVD 88
 DF4573
 DF4573  HORZ ORDER  -  FIRST
 DF4573  VERT ORDER  -  SECOND    CLASS I
 DF4573  ELLP ORDER  -  THIRD     CLASS II
 DF4573
 DF4573.The horizontal coordinates were established by GPS observations
 DF4573.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF4573
 DF4573.The orthometric height was determined by differential leveling
 DF4573.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4573
 DF4573.The ellipsoidal height was determined by GPS observations
 DF4573.and is referenced to NAD 83.
 DF4573
 DF4573.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4573;SPC MN C     -   359,709.694   811,166.567   MT  1.00007525   +0 06 24.7
 DF4573;UTM  15      - 5,243,136.119   416,727.808   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  =   0.99962731
 DF4573
 DF4573                          SUPERSEDED SURVEY CONTROL
 DF4573
 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: 15TVN1672843136(NAD 83)
 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 = OCTOBER  6, 2006
 DF4572 ***********************************************************************
 DF4572  DESIGNATION -  1102 S
 DF4572  PID         -  DF4572
 DF4572  STATE/COUNTY-  MN/CASS
 DF4572  USGS QUAD   -  NUSHKA LAKE (1996)
 DF4572
 DF4572                         *CURRENT SURVEY CONTROL
 DF4572  ___________________________________________________________________
 DF4572* NAD 83(1986)-  47 20 08.     (N)    094 05 14.     (W)     SCALED    
 DF4572* NAVD 88     -       399.200  (meters)    1309.71   (feet)  ADJUSTED  
 DF4572  ___________________________________________________________________
 DF4572  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DF4572  DYNAMIC HT  -         399.243 (meters)    1309.85  (feet)  COMP
 DF4572  MODELED GRAV-     980,707.6   (mgal)                       NAVD 88
 DF4572
 DF4572  VERT ORDER  -  SECOND    CLASS I
 DF4572
 DF4572.The horizontal coordinates were scaled from a topographic map and have
 DF4572.an estimated accuracy of +/- 6 seconds.
 DF4572
 DF4572.The orthometric height was determined by differential leveling
 DF4572.and adjusted by the National Geodetic Survey in August 2004..
 DF4572
 DF4572.The geoid height was determined by GEOID03.
 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     -   359,620.      812,300.      MT  (+/- 180 meters Scaled)
 DF4572
 DF4572                          SUPERSEDED SURVEY CONTROL
 DF4572
 DF4572.No superseded survey control is available for this station.
 DF4572
 DF4572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN178430(NAD 83)
 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 = OCTOBER  6, 2006
 DF4571 ***********************************************************************
 DF4571  DESIGNATION -  1102 T
 DF4571  PID         -  DF4571
 DF4571  STATE/COUNTY-  MN/CASS
 DF4571  USGS QUAD   -  NUSHKA LAKE (1996)
 DF4571
 DF4571                         *CURRENT SURVEY CONTROL
 DF4571  ___________________________________________________________________
 DF4571* NAD 83(1996)-  47 20 00.99591(N)    094 04 18.46019(W)     ADJUSTED  
 DF4571* NAVD 88     -       399.614  (meters)    1311.07   (feet)  ADJUSTED  
 DF4571  ___________________________________________________________________
 DF4571  X           -    -307,510.375 (meters)                     COMP
 DF4571  Y           -  -4,319,809.250 (meters)                     COMP
 DF4571  Z           -   4,667,252.984 (meters)                     COMP
 DF4571  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 DF4571  ELLIP HEIGHT-         371.02  (meters)          (07/22/03) GPS OBS
 DF4571  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DF4571  DYNAMIC HT  -         399.657 (meters)    1311.21  (feet)  COMP
 DF4571  MODELED GRAV-     980,707.0   (mgal)                       NAVD 88
 DF4571
 DF4571  HORZ ORDER  -  FIRST
 DF4571  VERT ORDER  -  SECOND    CLASS I
 DF4571  ELLP ORDER  -  THIRD     CLASS II
 DF4571
 DF4571.The horizontal coordinates were established by GPS observations
 DF4571.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF4571
 DF4571.The orthometric height was determined by differential leveling
 DF4571.and adjusted by the National Geodetic Survey in August 2004..
 DF4571
 DF4571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4571
 DF4571.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4571
 DF4571.The ellipsoidal height was determined by GPS observations
 DF4571.and is referenced to NAD 83.
 DF4571
 DF4571.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4571;SPC MN C     -   359,405.273   813,469.993   MT  1.00007440   +0 07 44.1
 DF4571;UTM  15      - 5,242,794.997   419,025.165   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  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_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_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 - 2001
 DF4571
 DF4571  HISTORY     - Date     Condition        Report By
 DF4571  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4570 ***********************************************************************
 DF4570  DESIGNATION -  1102 U
 DF4570  PID         -  DF4570
 DF4570  STATE/COUNTY-  MN/CASS
 DF4570  USGS QUAD   -  NUSHKA LAKE (1996)
 DF4570
 DF4570                         *CURRENT SURVEY CONTROL
 DF4570  ___________________________________________________________________
 DF4570* NAD 83(1996)-  47 19 54.32750(N)    094 02 52.79385(W)     ADJUSTED  
 DF4570* NAVD 88     -       402.160  (meters)    1319.42   (feet)  ADJUSTED  
 DF4570  ___________________________________________________________________
 DF4570  X           -    -305,727.047 (meters)                     COMP
 DF4570  Y           -  -4,320,089.355 (meters)                     COMP
 DF4570  Z           -   4,667,115.256 (meters)                     COMP
 DF4570  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 DF4570  ELLIP HEIGHT-         373.54  (meters)          (07/22/03) GPS OBS
 DF4570  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DF4570  DYNAMIC HT  -         402.202 (meters)    1319.56  (feet)  COMP
 DF4570  MODELED GRAV-     980,706.0   (mgal)                       NAVD 88
 DF4570
 DF4570  HORZ ORDER  -  FIRST
 DF4570  VERT ORDER  -  SECOND    CLASS I
 DF4570  ELLP ORDER  -  THIRD     CLASS II
 DF4570
 DF4570.The horizontal coordinates were established by GPS observations
 DF4570.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF4570
 DF4570.The orthometric height was determined by differential leveling
 DF4570.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4570
 DF4570.The ellipsoidal height was determined by GPS observations
 DF4570.and is referenced to NAD 83.
 DF4570
 DF4570.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4570;SPC MN C     -   359,203.638   815,269.195   MT  1.00007383   +0 08 46.1
 DF4570;UTM  15      - 5,242,564.688   420,820.200   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  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: 15TVN2082042565(NAD 83)
 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 = OCTOBER  6, 2006
 DF4567 ***********************************************************************
 DF4567  DESIGNATION -  1102 V
 DF4567  PID         -  DF4567
 DF4567  STATE/COUNTY-  MN/CASS
 DF4567  USGS QUAD   -  BALL CLUB (1996)
 DF4567
 DF4567                         *CURRENT SURVEY CONTROL
 DF4567  ___________________________________________________________________
 DF4567* NAD 83(1986)-  47 19 40.     (N)    093 59 42.     (W)     SCALED    
 DF4567* NAVD 88     -       396.386  (meters)    1300.48   (feet)  ADJUSTED  
 DF4567  ___________________________________________________________________
 DF4567  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DF4567  DYNAMIC HT  -         396.426 (meters)    1300.61  (feet)  COMP
 DF4567  MODELED GRAV-     980,703.2   (mgal)                       NAVD 88
 DF4567
 DF4567  VERT ORDER  -  SECOND    CLASS I
 DF4567
 DF4567.The horizontal coordinates were scaled from a topographic map and have
 DF4567.an estimated accuracy of +/- 6 seconds.
 DF4567
 DF4567.The orthometric height was determined by differential leveling
 DF4567.and adjusted by the National Geodetic Survey in August 2004..
 DF4567
 DF4567.The geoid height was determined by GEOID03.
 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     -   358,770.      819,280.      MT  (+/- 180 meters Scaled)
 DF4567
 DF4567                          SUPERSEDED SURVEY CONTROL
 DF4567
 DF4567.No superseded survey control is available for this station.
 DF4567
 DF4567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN248420(NAD 83)
 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 = OCTOBER  6, 2006
 SL0023 ***********************************************************************
 SL0023  DESIGNATION -  1103
 SL0023  PID         -  SL0023
 SL0023  STATE/COUNTY-  MN/POLK
 SL0023  USGS QUAD   -  DUGDALE (1965)
 SL0023
 SL0023                         *CURRENT SURVEY CONTROL
 SL0023  ___________________________________________________________________
 SL0023* NAD 83(1986)-  47 42 07.     (N)    096 18 17.     (W)     SCALED    
 SL0023* NAVD 88     -       335.913  (meters)    1102.07   (feet)  ADJUSTED  
 SL0023  ___________________________________________________________________
 SL0023  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 SL0023  DYNAMIC HT  -         335.972 (meters)    1102.27  (feet)  COMP
 SL0023  MODELED GRAV-     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
 SL0023.and adjusted by the National Geodetic Survey in June 1991..
 SL0023
 SL0023.The geoid height was determined by GEOID03.
 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_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             NGS
 SL0023  HISTORY     - 1981     MARK NOT FOUND   NGS
 SL0023
 SL0023                          STATION DESCRIPTION
 SL0023
 SL0023'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 AH6968 ***********************************************************************
 AH6968  DESIGNATION -  1103 A
 AH6968  PID         -  AH6968
 AH6968  STATE/COUNTY-  MN/CASS
 AH6968  USGS QUAD   -  ROOSEVELT LAKE (1970)
 AH6968
 AH6968                         *CURRENT SURVEY CONTROL
 AH6968  ___________________________________________________________________
 AH6968* NAD 83(1986)-  46 49 32.     (N)    093 56 54.     (W)     SCALED    
 AH6968* NAVD 88     -       402.534  (meters)    1320.65   (feet)  ADJUSTED  
 AH6968  ___________________________________________________________________
 AH6968  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AH6968  DYNAMIC HT  -         402.558 (meters)    1320.73  (feet)  COMP
 AH6968  MODELED GRAV-     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
 AH6968.and adjusted by the National Geodetic Survey in August 2006..
 AH6968
 AH6968.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6969 ***********************************************************************
 AH6969  DESIGNATION -  1103 B
 AH6969  PID         -  AH6969
 AH6969  STATE/COUNTY-  MN/CASS
 AH6969  USGS QUAD   -  ROOSEVELT LAKE (1970)
 AH6969
 AH6969                         *CURRENT SURVEY CONTROL
 AH6969  ___________________________________________________________________
 AH6969* NAD 83(1986)-  46 50 16.     (N)    093 56 40.     (W)     SCALED    
 AH6969* NAVD 88     -       412.546  (meters)    1353.49   (feet)  ADJUSTED  
 AH6969  ___________________________________________________________________
 AH6969  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AH6969  DYNAMIC HT  -         412.571 (meters)    1353.58  (feet)  COMP
 AH6969  MODELED GRAV-     980,661.5   (mgal)                       NAVD 88
 AH6969
 AH6969  VERT ORDER  -  SECOND    CLASS I
 AH6969
 AH6969.The horizontal coordinates were scaled from a topographic map and have
 AH6969.an estimated accuracy of +/- 6 seconds.
 AH6969
 AH6969.The orthometric height was determined by differential leveling
 AH6969.and adjusted by the National Geodetic Survey in August 2006..
 AH6969
 AH6969.The geoid height was determined by GEOID03.
 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     -   304,310.      823,310.      MT  (+/- 180 meters Scaled)
 AH6969
 AH6969                          SUPERSEDED SURVEY CONTROL
 AH6969
 AH6969  NAVD 88 (09/27/00)  412.546  (m)         1353.49   (f) UNKNOWN     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: 15TVM279875(NAD 83)
 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 = OCTOBER  6, 2006
 AH6970 ***********************************************************************
 AH6970  DESIGNATION -  1103 C
 AH6970  PID         -  AH6970
 AH6970  STATE/COUNTY-  MN/CASS
 AH6970  USGS QUAD   -  ROOSEVELT LAKE (1970)
 AH6970
 AH6970                         *CURRENT SURVEY CONTROL
 AH6970  ___________________________________________________________________
 AH6970* NAD 83(1986)-  46 50 46.     (N)    093 56 39.     (W)     SCALED    
 AH6970* NAVD 88     -       413.894  (meters)    1357.92   (feet)  ADJUSTED  
 AH6970  ___________________________________________________________________
 AH6970  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 AH6970  DYNAMIC HT  -         413.919 (meters)    1358.00  (feet)  COMP
 AH6970  MODELED GRAV-     980,661.0   (mgal)                       NAVD 88
 AH6970
 AH6970  VERT ORDER  -  SECOND    CLASS I
 AH6970
 AH6970.The horizontal coordinates were scaled from a topographic map and have
 AH6970.an estimated accuracy of +/- 6 seconds.
 AH6970
 AH6970.The orthometric height was determined by differential leveling
 AH6970.and adjusted by the National Geodetic Survey in August 2006..
 AH6970
 AH6970.The geoid height was determined by GEOID03.
 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     -   305,240.      823,330.      MT  (+/- 180 meters Scaled)
 AH6970
 AH6970                          SUPERSEDED SURVEY CONTROL
 AH6970
 AH6970  NAVD 88 (09/27/00)  413.894  (m)         1357.92   (f) UNKNOWN     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: 15TVM280884(NAD 83)
 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 = OCTOBER  6, 2006
 AH6971 ***********************************************************************
 AH6971  DESIGNATION -  1103 D
 AH6971  PID         -  AH6971
 AH6971  STATE/COUNTY-  MN/CASS
 AH6971  USGS QUAD   -  ROOSEVELT LAKE (1970)
 AH6971
 AH6971                         *CURRENT SURVEY CONTROL
 AH6971  ___________________________________________________________________
 AH6971* NAD 83(1986)-  46 51 38.     (N)    093 56 45.     (W)     SCALED    
 AH6971* NAVD 88     -       409.037  (meters)    1341.98   (feet)  ADJUSTED  
 AH6971  ___________________________________________________________________
 AH6971  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AH6971  DYNAMIC HT  -         409.061 (meters)    1342.06  (feet)  COMP
 AH6971  MODELED GRAV-     980,659.9   (mgal)                       NAVD 88
 AH6971
 AH6971  VERT ORDER  -  SECOND    CLASS I
 AH6971
 AH6971.The horizontal coordinates were scaled from a topographic map and have
 AH6971.an estimated accuracy of +/- 6 seconds.
 AH6971
 AH6971.The orthometric height was determined by differential leveling
 AH6971.and adjusted by the National Geodetic Survey in August 2006..
 AH6971
 AH6971.The geoid height was determined by GEOID03.
 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     -   306,840.      823,190.      MT  (+/- 180 meters Scaled)
 AH6971
 AH6971                          SUPERSEDED SURVEY CONTROL
 AH6971
 AH6971  NAVD 88 (09/27/00)  409.037  (m)         1341.98   (f) UNKNOWN     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: 15TVM279901(NAD 83)
 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 NOT SUITABLE FOR
 AH6971+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6971_ROD/PIPE-DEPTH:  9.9 meters
 AH6971
 AH6971  HISTORY     - Date     Condition        Report By
 AH6971  HISTORY     - 1994     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6972 ***********************************************************************
 AH6972  DESIGNATION -  1103 E
 AH6972  PID         -  AH6972
 AH6972  STATE/COUNTY-  MN/CASS
 AH6972  USGS QUAD   -  THUNDER LAKE (1996)
 AH6972
 AH6972                         *CURRENT SURVEY CONTROL
 AH6972  ___________________________________________________________________
 AH6972* NAD 83(1986)-  46 52 32.     (N)    093 56 46.     (W)     SCALED    
 AH6972* NAVD 88     -       410.772  (meters)    1347.67   (feet)  ADJUSTED  
 AH6972  ___________________________________________________________________
 AH6972  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AH6972  DYNAMIC HT  -         410.795 (meters)    1347.75  (feet)  COMP
 AH6972  MODELED GRAV-     980,658.8   (mgal)                       NAVD 88
 AH6972
 AH6972  VERT ORDER  -  SECOND    CLASS I
 AH6972
 AH6972.The horizontal coordinates were scaled from a topographic map and have
 AH6972.an estimated accuracy of +/- 6 seconds.
 AH6972
 AH6972.The orthometric height was determined by differential leveling
 AH6972.and adjusted by the National Geodetic Survey in August 2006..
 AH6972
 AH6972.The geoid height was determined by GEOID03.
 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     -   308,510.      823,170.      MT  (+/- 180 meters Scaled)
 AH6972
 AH6972                          SUPERSEDED SURVEY CONTROL
 AH6972
 AH6972  NAVD 88 (09/27/00)  410.771  (m)         1347.67   (f) UNKNOWN     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: 15TVM279917(NAD 83)
 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 - 1994
 AH6972_ROD/PIPE-DEPTH:  6.1 meters
 AH6972
 AH6972  HISTORY     - Date     Condition        Report By
 AH6972  HISTORY     - 1994     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6973 ***********************************************************************
 AH6973  DESIGNATION -  1103 F
 AH6973  PID         -  AH6973
 AH6973  STATE/COUNTY-  MN/CASS
 AH6973  USGS QUAD   -  THUNDER LAKE (1996)
 AH6973
 AH6973                         *CURRENT SURVEY CONTROL
 AH6973  ___________________________________________________________________
 AH6973* NAD 83(1986)-  46 53 24.     (N)    093 56 42.     (W)     SCALED    
 AH6973* NAVD 88     -       408.479  (meters)    1340.15   (feet)  ADJUSTED  
 AH6973  ___________________________________________________________________
 AH6973  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 AH6973  DYNAMIC HT  -         408.502 (meters)    1340.23  (feet)  COMP
 AH6973  MODELED GRAV-     980,657.9   (mgal)                       NAVD 88
 AH6973
 AH6973  VERT ORDER  -  SECOND    CLASS I
 AH6973
 AH6973.The horizontal coordinates were scaled from a topographic map and have
 AH6973.an estimated accuracy of +/- 6 seconds.
 AH6973
 AH6973.The orthometric height was determined by differential leveling
 AH6973.and adjusted by the National Geodetic Survey in August 2006..
 AH6973
 AH6973.The geoid height was determined by GEOID03.
 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     -   310,120.      823,240.      MT  (+/- 180 meters Scaled)
 AH6973
 AH6973                          SUPERSEDED SURVEY CONTROL
 AH6973
 AH6973  NAVD 88 (09/27/00)  408.479  (m)         1340.15   (f) UNKNOWN     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: 15TVM280933(NAD 83)
 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 3 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 - 1994
 AH6973_ROD/PIPE-DEPTH: 25.9 meters
 AH6973
 AH6973  HISTORY     - Date     Condition        Report By
 AH6973  HISTORY     - 1994     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6974 ***********************************************************************
 AH6974  DESIGNATION -  1103 G
 AH6974  PID         -  AH6974
 AH6974  STATE/COUNTY-  MN/CASS
 AH6974  USGS QUAD   -  THUNDER LAKE (1996)
 AH6974
 AH6974                         *CURRENT SURVEY CONTROL
 AH6974  ___________________________________________________________________
 AH6974* NAD 83(1986)-  46 54 41.     (N)    093 56 41.     (W)     SCALED    
 AH6974* NAVD 88     -       416.327  (meters)    1365.90   (feet)  ADJUSTED  
 AH6974  ___________________________________________________________________
 AH6974  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 AH6974  DYNAMIC HT  -         416.351 (meters)    1365.98  (feet)  COMP
 AH6974  MODELED GRAV-     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
 AH6974.and adjusted by the National Geodetic Survey in August 2006..
 AH6974
 AH6974.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6975 ***********************************************************************
 AH6975  DESIGNATION -  1103 H
 AH6975  PID         -  AH6975
 AH6975  STATE/COUNTY-  MN/CASS
 AH6975  USGS QUAD   -  THUNDER LAKE (1996)
 AH6975
 AH6975                         *CURRENT SURVEY CONTROL
 AH6975  ___________________________________________________________________
 AH6975* NAD 83(1986)-  46 55 10.     (N)    093 56 37.     (W)     SCALED    
 AH6975* NAVD 88     -       421.972  (meters)    1384.42   (feet)  ADJUSTED  
 AH6975  ___________________________________________________________________
 AH6975  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 AH6975  DYNAMIC HT  -         421.995 (meters)    1384.50  (feet)  COMP
 AH6975  MODELED GRAV-     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
 AH6975.and adjusted by the National Geodetic Survey in August 2006..
 AH6975
 AH6975.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6976 ***********************************************************************
 AH6976  DESIGNATION -  1103 J
 AH6976  PID         -  AH6976
 AH6976  STATE/COUNTY-  MN/CASS
 AH6976  USGS QUAD   -  THUNDER LAKE (1996)
 AH6976
 AH6976                         *CURRENT SURVEY CONTROL
 AH6976  ___________________________________________________________________
 AH6976* NAD 83(1986)-  46 56 03.     (N)    093 56 40.     (W)     SCALED    
 AH6976* NAVD 88     -       413.885  (meters)    1357.89   (feet)  ADJUSTED  
 AH6976  ___________________________________________________________________
 AH6976  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AH6976  DYNAMIC HT  -         413.907 (meters)    1357.96  (feet)  COMP
 AH6976  MODELED GRAV-     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
 AH6976.and adjusted by the National Geodetic Survey in August 2006..
 AH6976
 AH6976.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6977 ***********************************************************************
 AH6977  DESIGNATION -  1103 K
 AH6977  PID         -  AH6977
 AH6977  STATE/COUNTY-  MN/CASS
 AH6977  USGS QUAD   -  THUNDER LAKE (1996)
 AH6977
 AH6977                         *CURRENT SURVEY CONTROL
 AH6977  ___________________________________________________________________
 AH6977* NAD 83(1986)-  46 56 51.     (N)    093 56 36.     (W)     SCALED    
 AH6977* NAVD 88     -       413.275  (meters)    1355.89   (feet)  ADJUSTED  
 AH6977  ___________________________________________________________________
 AH6977  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 AH6977  DYNAMIC HT  -         413.298 (meters)    1355.96  (feet)  COMP
 AH6977  MODELED GRAV-     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
 AH6977.and adjusted by the National Geodetic Survey in August 2006..
 AH6977
 AH6977.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6978 ***********************************************************************
 AH6978  DESIGNATION -  1103 L
 AH6978  PID         -  AH6978
 AH6978  STATE/COUNTY-  MN/CASS
 AH6978  USGS QUAD   -  THUNDER LAKE (1996)
 AH6978
 AH6978                         *CURRENT SURVEY CONTROL
 AH6978  ___________________________________________________________________
 AH6978* NAD 83(1986)-  46 57 15.     (N)    093 57 01.     (W)     SCALED    
 AH6978* NAVD 88     -       413.811  (meters)    1357.64   (feet)  ADJUSTED  
 AH6978  ___________________________________________________________________
 AH6978  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 AH6978  DYNAMIC HT  -         413.833 (meters)    1357.72  (feet)  COMP
 AH6978  MODELED GRAV-     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
 AH6978.and adjusted by the National Geodetic Survey in August 2006..
 AH6978
 AH6978.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6979 ***********************************************************************
 AH6979  DESIGNATION -  1103 M
 AH6979  PID         -  AH6979
 AH6979  STATE/COUNTY-  MN/CASS
 AH6979  USGS QUAD   -  THUNDER LAKE (1996)
 AH6979
 AH6979                         *CURRENT SURVEY CONTROL
 AH6979  ___________________________________________________________________
 AH6979* NAD 83(1986)-  46 58 03.     (N)    093 57 13.     (W)     SCALED    
 AH6979* NAVD 88     -       429.640  (meters)    1409.58   (feet)  ADJUSTED  
 AH6979  ___________________________________________________________________
 AH6979  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 AH6979  DYNAMIC HT  -         429.663 (meters)    1409.65  (feet)  COMP
 AH6979  MODELED GRAV-     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
 AH6979.and adjusted by the National Geodetic Survey in August 2006..
 AH6979
 AH6979.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6980 ***********************************************************************
 AH6980  DESIGNATION -  1103 N
 AH6980  PID         -  AH6980
 AH6980  STATE/COUNTY-  MN/CASS
 AH6980  USGS QUAD   -  THUNDER LAKE (1996)
 AH6980
 AH6980                         *CURRENT SURVEY CONTROL
 AH6980  ___________________________________________________________________
 AH6980* NAD 83(1986)-  46 58 41.     (N)    093 57 46.     (W)     SCALED    
 AH6980* NAVD 88     -       407.127  (meters)    1335.72   (feet)  ADJUSTED  
 AH6980  ___________________________________________________________________
 AH6980  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 AH6980  DYNAMIC HT  -         407.148 (meters)    1335.78  (feet)  COMP
 AH6980  MODELED GRAV-     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
 AH6980.and adjusted by the National Geodetic Survey in August 2006..
 AH6980
 AH6980.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6981 ***********************************************************************
 AH6981  DESIGNATION -  1103 P
 AH6981  PID         -  AH6981
 AH6981  STATE/COUNTY-  MN/CASS
 AH6981  USGS QUAD   -  THUNDER LAKE (1996)
 AH6981
 AH6981                         *CURRENT SURVEY CONTROL
 AH6981  ___________________________________________________________________
 AH6981* NAD 83(1986)-  46 59 38.     (N)    093 57 21.     (W)     SCALED    
 AH6981* NAVD 88     -       400.079  (meters)    1312.59   (feet)  ADJUSTED  
 AH6981  ___________________________________________________________________
 AH6981  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 AH6981  DYNAMIC HT  -         400.100 (meters)    1312.66  (feet)  COMP
 AH6981  MODELED GRAV-     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
 AH6981.and adjusted by the National Geodetic Survey in August 2006..
 AH6981
 AH6981.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6982 ***********************************************************************
 AH6982  DESIGNATION -  1103 Q
 AH6982  PID         -  AH6982
 AH6982  STATE/COUNTY-  MN/CASS
 AH6982  USGS QUAD   -  REMER (1996)
 AH6982
 AH6982                         *CURRENT SURVEY CONTROL
 AH6982  ___________________________________________________________________
 AH6982* NAD 83(1986)-  47 00 26.     (N)    093 57 14.     (W)     SCALED    
 AH6982* NAVD 88     -       399.397  (meters)    1310.36   (feet)  ADJUSTED  
 AH6982  ___________________________________________________________________
 AH6982  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 AH6982  DYNAMIC HT  -         399.417 (meters)    1310.42  (feet)  COMP
 AH6982  MODELED GRAV-     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
 AH6982.and adjusted by the National Geodetic Survey in August 2006..
 AH6982
 AH6982.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6983 ***********************************************************************
 AH6983  DESIGNATION -  1103 R
 AH6983  PID         -  AH6983
 AH6983  STATE/COUNTY-  MN/CASS
 AH6983  USGS QUAD   -  REMER (1996)
 AH6983
 AH6983                         *CURRENT SURVEY CONTROL
 AH6983  ___________________________________________________________________
 AH6983* NAD 83(1986)-  47 01 05.     (N)    093 56 40.     (W)     SCALED    
 AH6983* NAVD 88     -       403.647  (meters)    1324.30   (feet)  ADJUSTED  
 AH6983  ___________________________________________________________________
 AH6983  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 AH6983  DYNAMIC HT  -         403.668 (meters)    1324.37  (feet)  COMP
 AH6983  MODELED GRAV-     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
 AH6983.and adjusted by the National Geodetic Survey in August 2006..
 AH6983
 AH6983.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6984 ***********************************************************************
 AH6984  DESIGNATION -  1103 S
 AH6984  PID         -  AH6984
 AH6984  STATE/COUNTY-  MN/CASS
 AH6984  USGS QUAD   -  REMER (1996)
 AH6984
 AH6984                         *CURRENT SURVEY CONTROL
 AH6984  ___________________________________________________________________
 AH6984* NAD 83(1986)-  47 02 13.     (N)    093 55 24.     (W)     SCALED    
 AH6984* NAVD 88     -       405.397  (meters)    1330.04   (feet)  ADJUSTED  
 AH6984  ___________________________________________________________________
 AH6984  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AH6984  DYNAMIC HT  -         405.419 (meters)    1330.11  (feet)  COMP
 AH6984  MODELED GRAV-     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
 AH6984.and adjusted by the National Geodetic Survey in August 2006..
 AH6984
 AH6984.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6985 ***********************************************************************
 AH6985  DESIGNATION -  1103 T
 AH6985  PID         -  AH6985
 AH6985  STATE/COUNTY-  MN/CASS
 AH6985  USGS QUAD   -  REMER (1996)
 AH6985
 AH6985                         *CURRENT SURVEY CONTROL
 AH6985  ___________________________________________________________________
 AH6985* NAD 83(1996)-  47 02 48.72248(N)    093 55 25.76992(W)     ADJUSTED  
 AH6985* NAVD 88     -       408.345  (meters)    1339.71   (feet)  ADJUSTED  
 AH6985  ___________________________________________________________________
 AH6985  X           -    -297,954.049 (meters)                     COMP
 AH6985  Y           -  -4,343,927.858 (meters)                     COMP
 AH6985  Z           -   4,645,594.483 (meters)                     COMP
 AH6985  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 AH6985  ELLIP HEIGHT-         379.60  (meters)          (12/27/02) GPS OBS
 AH6985  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AH6985  DYNAMIC HT  -         408.367 (meters)    1339.78  (feet)  COMP
 AH6985  MODELED GRAV-     980,657.4   (mgal)                       NAVD 88
 AH6985
 AH6985  HORZ ORDER  -  FIRST
 AH6985  VERT ORDER  -  SECOND    CLASS I
 AH6985  ELLP ORDER  -  FOURTH    CLASS I
 AH6985
 AH6985.The horizontal coordinates were established by GPS observations
 AH6985.and adjusted by the MN DEPT OF TRANSP in December 2002..
 AH6985
 AH6985.The orthometric height was determined by differential leveling
 AH6985.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AH6985
 AH6985.The ellipsoidal height was determined by GPS observations
 AH6985.and is referenced to NAD 83.
 AH6985
 AH6985.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH6985;SPC MN C     -   327,561.566   824,785.779   MT  0.99999932   +0 14 09.4
 AH6985;UTM  15      - 5,210,786.408   429,827.327   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  NAVD 88 (09/27/00)  408.345  (m)         1339.71   (f) UNKNOWN     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_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 = OCTOBER  6, 2006
 DE6176 ***********************************************************************
 DE6176  DESIGNATION -  1105 A
 DE6176  PID         -  DE6176
 DE6176  STATE/COUNTY-  MN/CASS
 DE6176  USGS QUAD   -  WALKER (1996)
 DE6176
 DE6176                         *CURRENT SURVEY CONTROL
 DE6176  ___________________________________________________________________
 DE6176* NAD 83(1996)-  47 05 15.70569(N)    094 35 12.36821(W)     ADJUSTED  
 DE6176* NAVD 88     -       413.062  (meters)    1355.19   (feet)  ADJUSTED  
 DE6176  ___________________________________________________________________
 DE6176  X           -    -347,929.181 (meters)                     COMP
 DE6176  Y           -  -4,336,880.773 (meters)                     COMP
 DE6176  Z           -   4,648,690.591 (meters)                     COMP
 DE6176  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 DE6176  ELLIP HEIGHT-         385.37  (meters)          (10/21/02) GPS OBS
 DE6176  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DE6176  DYNAMIC HT  -         413.106 (meters)    1355.33  (feet)  COMP
 DE6176  MODELED GRAV-     980,706.0   (mgal)                       NAVD 88
 DE6176
 DE6176  HORZ ORDER  -  FIRST
 DE6176  VERT ORDER  -  SECOND    CLASS I
 DE6176  ELLP ORDER  -  THIRD     CLASS II
 DE6176
 DE6176.The horizontal coordinates were established by GPS observations
 DE6176.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE6176
 DE6176.The orthometric height was determined by differential leveling
 DE6176.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6176
 DE6176.The ellipsoidal height was determined by GPS observations
 DE6176.and is referenced to NAD 83.
 DE6176
 DE6176.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6176;SPC MN C     -   332,103.923   774,428.502   MT  1.00000846   -0 14 37.0
 DE6176;UTM  15      - 5,216,131.098   379,563.605   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 45.5
 DE6176:UTM  15      -  1105 B                                   193 35 52.7
 DE6176
 DE6176|---------------------------------------------------------------------|
 DE6176| PID    Reference Object                     Distance      Geod. Az  |
 DE6176|                                                           dddmmss.s |
 DE6176| DE6177 1105 B                              APPROX. 1.2 KM 1922608.5 |
 DE6176|---------------------------------------------------------------------|
 DE6176
 DE6176                          SUPERSEDED SURVEY CONTROL
 DE6176
 DE6176  NAD 83(1996)-  47 05 15.70603(N)    094 35 12.36708(W) AD(       ) 1
 DE6176  ELLIP H (09/24/02)  385.37   (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: 15TUN7956416131(NAD 83)
 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 = OCTOBER  6, 2006
 DE6177 ***********************************************************************
 DE6177  DESIGNATION -  1105 B
 DE6177  PID         -  DE6177
 DE6177  STATE/COUNTY-  MN/CASS
 DE6177  USGS QUAD   -  WALKER (1996)
 DE6177
 DE6177                         *CURRENT SURVEY CONTROL
 DE6177  ___________________________________________________________________
 DE6177* NAD 83(1996)-  47 04 36.47279(N)    094 35 25.03242(W)     ADJUSTED  
 DE6177* NAVD 88     -       435.974  (meters)    1430.36   (feet)  ADJUSTED  
 DE6177  ___________________________________________________________________
 DE6177  X           -    -348,267.717 (meters)                     COMP
 DE6177  Y           -  -4,337,759.434 (meters)                     COMP
 DE6177  Z           -   4,647,882.315 (meters)                     COMP
 DE6177  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 DE6177  ELLIP HEIGHT-         408.29  (meters)          (09/24/02) GPS OBS
 DE6177  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DE6177  DYNAMIC HT  -         436.019 (meters)    1430.51  (feet)  COMP
 DE6177  MODELED GRAV-     980,703.5   (mgal)                       NAVD 88
 DE6177
 DE6177  HORZ ORDER  -  FIRST
 DE6177  VERT ORDER  -  SECOND    CLASS I
 DE6177  ELLP ORDER  -  FOURTH    CLASS I
 DE6177
 DE6177.The horizontal coordinates were established by GPS observations
 DE6177.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6177
 DE6177.The orthometric height was determined by differential leveling
 DE6177.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6177
 DE6177.The ellipsoidal height was determined by GPS observations
 DE6177.and is referenced to NAD 83.
 DE6177
 DE6177.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6177;SPC MN C     -   330,893.506   774,156.182   MT  1.00000597   -0 14 46.2
 DE6177;UTM  15      - 5,214,925.478   379,271.983   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  =   0.99994197
 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 45.4
 DE6177:UTM  15      -  1105 A                                   013 35 52.0
 DE6177
 DE6177|---------------------------------------------------------------------|
 DE6177| PID    Reference Object                     Distance      Geod. Az  |
 DE6177|                                                           dddmmss.s |
 DE6177| DE6176 1105 A                              APPROX. 1.2 KM 0122559.2 |
 DE6177|---------------------------------------------------------------------|
 DE6177
 DE6177                          SUPERSEDED SURVEY CONTROL
 DE6177
 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: 15TUN7927214925(NAD 83)
 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 = OCTOBER  6, 2006
 DE6178 ***********************************************************************
 DE6178  DESIGNATION -  1105 C
 DE6178  PID         -  DE6178
 DE6178  STATE/COUNTY-  MN/CASS
 DE6178  USGS QUAD   -  WALKER (1996)
 DE6178
 DE6178                         *CURRENT SURVEY CONTROL
 DE6178  ___________________________________________________________________
 DE6178* NAD 83(1996)-  47 03 10.98122(N)    094 36 24.01193(W)     ADJUSTED  
 DE6178* NAVD 88     -       416.901  (meters)    1367.78   (feet)  ADJUSTED  
 DE6178  ___________________________________________________________________
 DE6178  X           -    -349,662.252 (meters)                     COMP
 DE6178  Y           -  -4,339,573.498 (meters)                     COMP
 DE6178  Z           -   4,646,069.931 (meters)                     COMP
 DE6178  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 DE6178  ELLIP HEIGHT-         389.26  (meters)          (09/24/02) GPS OBS
 DE6178  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DE6178  DYNAMIC HT  -         416.943 (meters)    1367.92  (feet)  COMP
 DE6178  MODELED GRAV-     980,700.5   (mgal)                       NAVD 88
 DE6178
 DE6178  HORZ ORDER  -  FIRST
 DE6178  VERT ORDER  -  SECOND    CLASS I
 DE6178  ELLP ORDER  -  FOURTH    CLASS I
 DE6178
 DE6178.The horizontal coordinates were established by GPS observations
 DE6178.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6178
 DE6178.The orthometric height was determined by differential leveling
 DE6178.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6178
 DE6178.The ellipsoidal height was determined by GPS observations
 DE6178.and is referenced to NAD 83.
 DE6178
 DE6178.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6178;SPC MN C     -   328,258.921   772,900.044   MT  1.00000067   -0 15 28.8
 DE6178;UTM  15      - 5,212,311.946   377,974.069   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  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: 15TUN7797412312(NAD 83)
 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 = OCTOBER  6, 2006
 DE6179 ***********************************************************************
 DE6179  DESIGNATION -  1105 D
 DE6179  PID         -  DE6179
 DE6179  STATE/COUNTY-  MN/CASS
 DE6179  USGS QUAD   -  WALKER (1996)
 DE6179
 DE6179                         *CURRENT SURVEY CONTROL
 DE6179  ___________________________________________________________________
 DE6179* NAD 83(1996)-  47 02 50.36369(N)    094 37 23.54408(W)     ADJUSTED  
 DE6179* NAVD 88     -       407.057  (meters)    1335.49   (feet)  ADJUSTED  
 DE6179  ___________________________________________________________________
 DE6179  X           -    -350,951.751 (meters)                     COMP
 DE6179  Y           -  -4,339,930.267 (meters)                     COMP
 DE6179  Z           -   4,645,628.902 (meters)                     COMP
 DE6179  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 DE6179  ELLIP HEIGHT-         379.44  (meters)          (09/24/02) GPS OBS
 DE6179  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DE6179  DYNAMIC HT  -         407.098 (meters)    1335.62  (feet)  COMP
 DE6179  MODELED GRAV-     980,700.9   (mgal)                       NAVD 88
 DE6179
 DE6179  HORZ ORDER  -  FIRST
 DE6179  VERT ORDER  -  SECOND    CLASS I
 DE6179  ELLP ORDER  -  FOURTH    CLASS I
 DE6179
 DE6179.The horizontal coordinates were established by GPS observations
 DE6179.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6179
 DE6179.The orthometric height was determined by differential leveling
 DE6179.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6179
 DE6179.The ellipsoidal height was determined by GPS observations
 DE6179.and is referenced to NAD 83.
 DE6179
 DE6179.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6179;SPC MN C     -   327,628.026   771,640.586   MT  0.99999942   -0 16 11.9
 DE6179;UTM  15      - 5,211,701.446   376,704.936   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  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: 15TUN7670511701(NAD 83)
 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 = OCTOBER  6, 2006
 DE8353 ***********************************************************************
 DE8353  DESIGNATION -  1106 A
 DE8353  PID         -  DE8353
 DE8353  STATE/COUNTY-  MN/CASS
 DE8353  USGS QUAD   -  WALKER (1996)
 DE8353
 DE8353                         *CURRENT SURVEY CONTROL
 DE8353  ___________________________________________________________________
 DE8353* NAD 83(1996)-  47 03 10.88266(N)    094 30 47.09436(W)     ADJUSTED  
 DE8353* NAVD 88     -       445.751  (meters)    1462.43   (feet)  ADJUSTED  
 DE8353  ___________________________________________________________________
 DE8353  X           -    -342,575.143 (meters)                     COMP
 DE8353  Y           -  -4,340,160.542 (meters)                     COMP
 DE8353  Z           -   4,646,088.835 (meters)                     COMP
 DE8353  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 DE8353  ELLIP HEIGHT-         417.92  (meters)          (10/21/02) GPS OBS
 DE8353  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DE8353  DYNAMIC HT  -         445.782 (meters)    1462.54  (feet)  COMP
 DE8353  MODELED GRAV-     980,669.3   (mgal)                       NAVD 88
 DE8353
 DE8353  HORZ ORDER  -  FIRST
 DE8353  VERT ORDER  -  SECOND    CLASS I
 DE8353  ELLP ORDER  -  THIRD     CLASS II
 DE8353
 DE8353.The horizontal coordinates were established by GPS observations
 DE8353.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8353
 DE8353.The orthometric height was determined by differential leveling
 DE8353.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8353
 DE8353.The ellipsoidal height was determined by GPS observations
 DE8353.and is referenced to NAD 83.
 DE8353
 DE8353.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8353;SPC MN C     -   328,228.058   780,010.881   MT  1.00000066   -0 11 25.1
 DE8353;UTM  15      - 5,212,167.221   385,081.877   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  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: 15TUN8508212167(NAD 83)
 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 = OCTOBER  6, 2006
 DE8354 ***********************************************************************
 DE8354  DESIGNATION -  1106 B
 DE8354  PID         -  DE8354
 DE8354  STATE/COUNTY-  MN/CASS
 DE8354  USGS QUAD   -  JACK LAKE (1996)
 DE8354
 DE8354                         *CURRENT SURVEY CONTROL
 DE8354  ___________________________________________________________________
 DE8354* NAD 83(1996)-  47 03 21.17727(N)    094 29 11.99447(W)     ADJUSTED  
 DE8354* NAVD 88     -       417.022  (meters)    1368.18   (feet)  ADJUSTED  
 DE8354  ___________________________________________________________________
 DE8354  X           -    -340,554.306 (meters)                     COMP
 DE8354  Y           -  -4,340,066.475 (meters)                     COMP
 DE8354  Z           -   4,646,284.382 (meters)                     COMP
 DE8354  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 DE8354  ELLIP HEIGHT-         389.15  (meters)          (10/21/02) GPS OBS
 DE8354  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DE8354  DYNAMIC HT  -         417.056 (meters)    1368.29  (feet)  COMP
 DE8354  MODELED GRAV-     980,682.7   (mgal)                       NAVD 88
 DE8354
 DE8354  HORZ ORDER  -  FIRST
 DE8354  VERT ORDER  -  SECOND    CLASS I
 DE8354  ELLP ORDER  -  THIRD     CLASS II
 DE8354
 DE8354.The horizontal coordinates were established by GPS observations
 DE8354.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8354
 DE8354.The orthometric height was determined by differential leveling
 DE8354.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8354
 DE8354.The ellipsoidal height was determined by GPS observations
 DE8354.and is referenced to NAD 83.
 DE8354
 DE8354.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8354;SPC MN C     -   328,539.633   782,018.977   MT  1.00000129   -0 10 16.3
 DE8354;UTM  15      - 5,212,446.542   387,094.218   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  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: 15TUN8709412447(NAD 83)
 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 = OCTOBER  6, 2006
 DE8355 ***********************************************************************
 DE8355  DESIGNATION -  1106 C
 DE8355  PID         -  DE8355
 DE8355  STATE/COUNTY-  MN/CASS
 DE8355  USGS QUAD   -  JACK LAKE (1996)
 DE8355
 DE8355                         *CURRENT SURVEY CONTROL
 DE8355  ___________________________________________________________________
 DE8355* NAD 83(1996)-  47 03 07.10662(N)    094 27 10.90542(W)     ADJUSTED  
 DE8355* NAVD 88     -       409.771  (meters)    1344.39   (feet)  ADJUSTED  
 DE8355  ___________________________________________________________________
 DE8355  X           -    -338,030.696 (meters)                     COMP
 DE8355  Y           -  -4,340,577.837 (meters)                     COMP
 DE8355  Z           -   4,645,983.002 (meters)                     COMP
 DE8355  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DE8355  ELLIP HEIGHT-         381.88  (meters)          (10/21/02) GPS OBS
 DE8355  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DE8355  DYNAMIC HT  -         409.809 (meters)    1344.52  (feet)  COMP
 DE8355  MODELED GRAV-     980,695.7   (mgal)                       NAVD 88
 DE8355
 DE8355  HORZ ORDER  -  FIRST
 DE8355  VERT ORDER  -  SECOND    CLASS I
 DE8355  ELLP ORDER  -  THIRD     CLASS II
 DE8355
 DE8355.The horizontal coordinates were established by GPS observations
 DE8355.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8355
 DE8355.The orthometric height was determined by differential leveling
 DE8355.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8355
 DE8355.The ellipsoidal height was determined by GPS observations
 DE8355.and is referenced to NAD 83.
 DE8355
 DE8355.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8355;SPC MN C     -   328,098.024   784,573.396   MT  1.00000043   -0 08 48.7
 DE8355;UTM  15      - 5,211,964.228   389,640.611   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  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: 15TUN8964111964(NAD 83)
 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 = OCTOBER  6, 2006
 DE8356 ***********************************************************************
 DE8356  DESIGNATION -  1106 D
 DE8356  PID         -  DE8356
 DE8356  STATE/COUNTY-  MN/CASS
 DE8356  USGS QUAD   -  JACK LAKE (1996)
 DE8356
 DE8356                         *CURRENT SURVEY CONTROL
 DE8356  ___________________________________________________________________
 DE8356* NAD 83(1996)-  47 03 06.15913(N)    094 24 31.85497(W)     ADJUSTED  
 DE8356* NAVD 88     -       417.394  (meters)    1369.40   (feet)  ADJUSTED  
 DE8356  ___________________________________________________________________
 DE8356  X           -    -334,685.627 (meters)                     COMP
 DE8356  Y           -  -4,340,863.712 (meters)                     COMP
 DE8356  Z           -   4,645,968.620 (meters)                     COMP
 DE8356  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 DE8356  ELLIP HEIGHT-         389.47  (meters)          (10/21/02) GPS OBS
 DE8356  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DE8356  DYNAMIC HT  -         417.437 (meters)    1369.54  (feet)  COMP
 DE8356  MODELED GRAV-     980,703.5   (mgal)                       NAVD 88
 DE8356
 DE8356  HORZ ORDER  -  FIRST
 DE8356  VERT ORDER  -  SECOND    CLASS I
 DE8356  ELLP ORDER  -  THIRD     CLASS II
 DE8356
 DE8356.The horizontal coordinates were established by GPS observations
 DE8356.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8356
 DE8356.The orthometric height was determined by differential leveling
 DE8356.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8356
 DE8356.The ellipsoidal height was determined by GPS observations
 DE8356.and is referenced to NAD 83.
 DE8356
 DE8356.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8356;SPC MN C     -   328,061.096   787,930.276   MT  1.00000037   -0 06 53.7
 DE8356;UTM  15      - 5,211,873.626   392,995.614   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  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: 15TUN9299611874(NAD 83)
 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 = OCTOBER  6, 2006
 DE8358 ***********************************************************************
 DE8358  DESIGNATION -  1106 E
 DE8358  PID         -  DE8358
 DE8358  STATE/COUNTY-  MN/CASS
 DE8358  USGS QUAD   -  WHIPHOLT (1996)
 DE8358
 DE8358                         *CURRENT SURVEY CONTROL
 DE8358  ___________________________________________________________________
 DE8358* NAD 83(1996)-  47 03 10.04335(N)    094 20 39.25975(W)     ADJUSTED  
 DE8358* NAVD 88     -       412.344  (meters)    1352.83   (feet)  ADJUSTED  
 DE8358  ___________________________________________________________________
 DE8358  X           -    -329,783.510 (meters)                     COMP
 DE8358  Y           -  -4,341,147.324 (meters)                     COMP
 DE8358  Z           -   4,646,046.595 (meters)                     COMP
 DE8358  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 DE8358  ELLIP HEIGHT-         384.34  (meters)          (10/21/02) GPS OBS
 DE8358  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DE8358  DYNAMIC HT  -         412.386 (meters)    1352.97  (feet)  COMP
 DE8358  MODELED GRAV-     980,700.7   (mgal)                       NAVD 88
 DE8358
 DE8358  HORZ ORDER  -  FIRST
 DE8358  VERT ORDER  -  SECOND    CLASS I
 DE8358  ELLP ORDER  -  THIRD     CLASS II
 DE8358
 DE8358.The horizontal coordinates were established by GPS observations
 DE8358.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8358
 DE8358.The orthometric height was determined by differential leveling
 DE8358.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8358
 DE8358.The ellipsoidal height was determined by GPS observations
 DE8358.and is referenced to NAD 83.
 DE8358
 DE8358.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8358;SPC MN C     -   328,173.201   792,839.632   MT  1.00000061   -0 04 05.4
 DE8358;UTM  15      - 5,211,907.212   397,904.829   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  =   0.99966789
 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  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: 15TUN9790511907(NAD 83)
 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 = OCTOBER  6, 2006
 DE8359 ***********************************************************************
 DE8359  DESIGNATION -  1106 F
 DE8359  PID         -  DE8359
 DE8359  STATE/COUNTY-  MN/CASS
 DE8359  USGS QUAD   -  WHIPHOLT (1996)
 DE8359
 DE8359                         *CURRENT SURVEY CONTROL
 DE8359  ___________________________________________________________________
 DE8359* NAD 83(1996)-  47 03 15.63779(N)    094 19 41.67501(W)     ADJUSTED  
 DE8359* NAVD 88     -       413.865  (meters)    1357.82   (feet)  ADJUSTED  
 DE8359  ___________________________________________________________________
 DE8359  X           -    -328,562.074 (meters)                     COMP
 DE8359  Y           -  -4,341,114.142 (meters)                     COMP
 DE8359  Z           -   4,646,165.413 (meters)                     COMP
 DE8359  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 DE8359  ELLIP HEIGHT-         385.85  (meters)          (10/21/02) GPS OBS
 DE8359  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DE8359  DYNAMIC HT  -         413.905 (meters)    1357.95  (feet)  COMP
 DE8359  MODELED GRAV-     980,696.8   (mgal)                       NAVD 88
 DE8359
 DE8359  HORZ ORDER  -  FIRST
 DE8359  VERT ORDER  -  SECOND    CLASS I
 DE8359  ELLP ORDER  -  THIRD     CLASS II
 DE8359
 DE8359.The horizontal coordinates were established by GPS observations
 DE8359.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8359
 DE8359.The orthometric height was determined by differential leveling
 DE8359.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8359
 DE8359.The ellipsoidal height was determined by GPS observations
 DE8359.and is referenced to NAD 83.
 DE8359
 DE8359.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8359;SPC MN C     -   328,344.640   794,055.178   MT  1.00000095   -0 03 23.8
 DE8359;UTM  15      - 5,212,059.159   399,122.626   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  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: 15TUN9912312059(NAD 83)
 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 = OCTOBER  6, 2006
 DE8360 ***********************************************************************
 DE8360  DESIGNATION -  1106 G
 DE8360  PID         -  DE8360
 DE8360  STATE/COUNTY-  MN/CASS
 DE8360  USGS QUAD   -  WHIPHOLT (1996)
 DE8360
 DE8360                         *CURRENT SURVEY CONTROL
 DE8360  ___________________________________________________________________
 DE8360* NAD 83(1996)-  47 03 09.21314(N)    094 18 42.35554(W)     ADJUSTED  
 DE8360* NAVD 88     -       400.577  (meters)    1314.23   (feet)  ADJUSTED  
 DE8360  ___________________________________________________________________
 DE8360  X           -    -327,323.840 (meters)                     COMP
 DE8360  Y           -  -4,341,344.214 (meters)                     COMP
 DE8360  Z           -   4,646,020.467 (meters)                     COMP
 DE8360  LAPLACE CORR-          -6.25  (seconds)                    DEFLEC99
 DE8360  ELLIP HEIGHT-         372.51  (meters)          (10/21/02) GPS OBS
 DE8360  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DE8360  DYNAMIC HT  -         400.613 (meters)    1314.34  (feet)  COMP
 DE8360  MODELED GRAV-     980,692.5   (mgal)                       NAVD 88
 DE8360
 DE8360  HORZ ORDER  -  FIRST
 DE8360  VERT ORDER  -  SECOND    CLASS I
 DE8360  ELLP ORDER  -  THIRD     CLASS II
 DE8360
 DE8360.The horizontal coordinates were established by GPS observations
 DE8360.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8360
 DE8360.The orthometric height was determined by differential leveling
 DE8360.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8360
 DE8360.The ellipsoidal height was determined by GPS observations
 DE8360.and is referenced to NAD 83.
 DE8360
 DE8360.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8360;SPC MN C     -   328,145.134   795,306.975   MT  1.00000056   -0 02 40.8
 DE8360;UTM  15      - 5,211,839.734   400,370.729   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  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: 15TVN0037111840(NAD 83)
 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 = OCTOBER  6, 2006
 DE8361 ***********************************************************************
 DE8361  DESIGNATION -  1106 H
 DE8361  PID         -  DE8361
 DE8361  STATE/COUNTY-  MN/CASS
 DE8361  USGS QUAD   -  WHIPHOLT (1996)
 DE8361
 DE8361                         *CURRENT SURVEY CONTROL
 DE8361  ___________________________________________________________________
 DE8361* NAD 83(1996)-  47 03 10.89502(N)    094 16 02.10902(W)     ADJUSTED  
 DE8361* NAVD 88     -       422.599  (meters)    1386.48   (feet)  ADJUSTED  
 DE8361  ___________________________________________________________________
 DE8361  X           -    -323,949.247 (meters)                     COMP
 DE8361  Y           -  -4,341,574.179 (meters)                     COMP
 DE8361  Z           -   4,646,071.901 (meters)                     COMP
 DE8361  LAPLACE CORR-          -6.43  (seconds)                    DEFLEC99
 DE8361  ELLIP HEIGHT-         394.43  (meters)          (10/21/02) GPS OBS
 DE8361  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DE8361  DYNAMIC HT  -         422.634 (meters)    1386.59  (feet)  COMP
 DE8361  MODELED GRAV-     980,683.8   (mgal)                       NAVD 88
 DE8361
 DE8361  HORZ ORDER  -  FIRST
 DE8361  VERT ORDER  -  SECOND    CLASS I
 DE8361  ELLP ORDER  -  THIRD     CLASS II
 DE8361
 DE8361.The horizontal coordinates were established by GPS observations
 DE8361.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8361
 DE8361.The orthometric height was determined by differential leveling
 DE8361.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8361
 DE8361.The ellipsoidal height was determined by GPS observations
 DE8361.and is referenced to NAD 83.
 DE8361
 DE8361.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8361;SPC MN C     -   328,195.385   798,689.141   MT  1.00000066   -0 00 44.9
 DE8361;UTM  15      - 5,211,835.947   403,752.310   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  =   0.99965205
 DE8361
 DE8361                          SUPERSEDED SURVEY CONTROL
 DE8361
 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: 15TVN0375211836(NAD 83)
 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 = OCTOBER  6, 2006
 DE8362 ***********************************************************************
 DE8362  DESIGNATION -  1106 J
 DE8362  PID         -  DE8362
 DE8362  STATE/COUNTY-  MN/CASS
 DE8362  USGS QUAD   -  TOWN LINE LAKE (1996)
 DE8362
 DE8362                         *CURRENT SURVEY CONTROL
 DE8362  ___________________________________________________________________
 DE8362* NAD 83(1996)-  47 03 11.00029(N)    094 14 50.07034(W)     ADJUSTED  
 DE8362* NAVD 88     -       416.116  (meters)    1365.21   (feet)  ADJUSTED  
 DE8362  ___________________________________________________________________
 DE8362  X           -    -322,432.412 (meters)                     COMP
 DE8362  Y           -  -4,341,680.252 (meters)                     COMP
 DE8362  Z           -   4,646,069.344 (meters)                     COMP
 DE8362  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 DE8362  ELLIP HEIGHT-         387.91  (meters)          (10/21/02) GPS OBS
 DE8362  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DE8362  DYNAMIC HT  -         416.150 (meters)    1365.32  (feet)  COMP
 DE8362  MODELED GRAV-     980,683.7   (mgal)                       NAVD 88
 DE8362
 DE8362  HORZ ORDER  -  FIRST
 DE8362  VERT ORDER  -  SECOND    CLASS I
 DE8362  ELLP ORDER  -  THIRD     CLASS II
 DE8362
 DE8362.The horizontal coordinates were established by GPS observations
 DE8362.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8362
 DE8362.The orthometric height was determined by differential leveling
 DE8362.and adjusted by the National Geodetic Survey in August 2004..
 DE8362
 DE8362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8362
 DE8362.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8362
 DE8362.The ellipsoidal height was determined by GPS observations
 DE8362.and is referenced to NAD 83.
 DE8362
 DE8362.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8362;SPC MN C     -   328,198.496   800,209.573   MT  1.00000067   +0 00 07.2
 DE8362;UTM  15      - 5,211,814.782   405,272.158   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  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: 15TVN0527211815(NAD 83)
 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 - February 15, 2000
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8357 ***********************************************************************
 DE8357  DESIGNATION -  1106 K
 DE8357  PID         -  DE8357
 DE8357  STATE/COUNTY-  MN/CASS
 DE8357  USGS QUAD   -  WHIPHOLT (1996)
 DE8357
 DE8357                         *CURRENT SURVEY CONTROL
 DE8357  ___________________________________________________________________
 DE8357* NAD 83(1996)-  47 03 00.17240(N)    094 21 26.28895(W)     ADJUSTED  
 DE8357* NAVD 88     -       396.658  (meters)    1301.37   (feet)  ADJUSTED  
 DE8357  ___________________________________________________________________
 DE8357  X           -    -330,789.442 (meters)                     COMP
 DE8357  Y           -  -4,341,283.870 (meters)                     COMP
 DE8357  Z           -   4,645,827.430 (meters)                     COMP
 DE8357  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 DE8357  ELLIP HEIGHT-         368.68  (meters)          (10/21/02) GPS OBS
 DE8357  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DE8357  DYNAMIC HT  -         396.699 (meters)    1301.50  (feet)  COMP
 DE8357  MODELED GRAV-     980,704.0   (mgal)                       NAVD 88
 DE8357
 DE8357  HORZ ORDER  -  FIRST
 DE8357  VERT ORDER  -  SECOND    CLASS I
 DE8357  ELLP ORDER  -  THIRD     CLASS II
 DE8357
 DE8357.The horizontal coordinates were established by GPS observations
 DE8357.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8357
 DE8357.The orthometric height was determined by differential leveling
 DE8357.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8357
 DE8357.The ellipsoidal height was determined by GPS observations
 DE8357.and is referenced to NAD 83.
 DE8357
 DE8357.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8357;SPC MN C     -   327,869.639   791,846.628   MT  1.00000001   -0 04 39.4
 DE8357;UTM  15      - 5,211,619.640   396,907.370   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 05.3
 DE8357:UTM  15      -  1106 E                                   073 55 02.7
 DE8357
 DE8357|---------------------------------------------------------------------|
 DE8357| PID    Reference Object                     Distance      Geod. Az  |
 DE8357|                                                           dddmmss.s |
 DE8357| DE8358 1106 E                              APPROX. 1.0 KM 0725525.9 |
 DE8357|---------------------------------------------------------------------|
 DE8357
 DE8357                          SUPERSEDED SURVEY CONTROL
 DE8357
 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: 15TUN9690711620(NAD 83)
 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 = OCTOBER  6, 2006
 TB0596 ***********************************************************************
 TB0596  DESIGNATION -  1106=R 1
 TB0596  PID         -  TB0596
 TB0596  STATE/COUNTY-  MN/KOOCHICHING
 TB0596  USGS QUAD   -  LOMAN (1970)
 TB0596
 TB0596                         *CURRENT SURVEY CONTROL
 TB0596  ___________________________________________________________________
 TB0596* NAD 83(1986)-  48 37 33.     (N)    093 50 14.     (W)     SCALED    
 TB0596* NAVD 88     -       337.067  (meters)    1105.86   (feet)  POSTED    
 TB0596  ___________________________________________________________________
 TB0596  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 TB0596  DYNAMIC HT  -         337.150 (meters)    1106.13  (feet)  COMP
 TB0596  MODELED GRAV-     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 National Geodetic Survey in 1992..
 TB0596.No vertical observational check was made to the station.
 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.The geoid height was determined by GEOID03.
 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_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             NGS
 TB0596  HISTORY     - 1981     POOR             NGS
 TB0596
 TB0596                          STATION DESCRIPTION
 TB0596
 TB0596'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 TB0574 ***********************************************************************
 TB0574  DESIGNATION -  1106=W 1
 TB0574  PID         -  TB0574
 TB0574  STATE/COUNTY-  MN/KOOCHICHING
 TB0574  USGS QUAD   -  PELLAND (1970)
 TB0574
 TB0574                         *CURRENT SURVEY CONTROL
 TB0574  ___________________________________________________________________
 TB0574* NAD 83(1986)-  48 31 14.     (N)    093 36 48.     (W)     SCALED    
 TB0574* NAVD 88     -       336.867  (meters)    1105.20   (feet)  POSTED    
 TB0574  ___________________________________________________________________
 TB0574  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 TB0574  DYNAMIC HT  -         336.940 (meters)    1105.44  (feet)  COMP
 TB0574  MODELED GRAV-     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 National Geodetic Survey in 1992..
 TB0574.No vertical observational check was made to the station.
 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.The geoid height was determined by GEOID03.
 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_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             NGS
 TB0574  HISTORY     - 1981     MARK NOT FOUND   NGS
 TB0574
 TB0574                          STATION DESCRIPTION
 TB0574
 TB0574'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 DG4707 ***********************************************************************
 DG4707  DESIGNATION -  1107 A
 DG4707  PID         -  DG4707
 DG4707  STATE/COUNTY-  MN/CASS
 DG4707  USGS QUAD   -  TOWN LINE LAKE (1996)
 DG4707
 DG4707                         *CURRENT SURVEY CONTROL
 DG4707  ___________________________________________________________________
 DG4707* NAD 83(1996)-  47 02 53.28036(N)    094 08 14.90729(W)     ADJUSTED  
 DG4707* NAVD 88     -       412.33   (meters)    1352.8    (feet)  LEVELING  
 DG4707  ___________________________________________________________________
 DG4707  X           -    -314,142.716 (meters)                     COMP
 DG4707  Y           -  -4,342,686.756 (meters)                     COMP
 DG4707  Z           -   4,645,693.506 (meters)                     COMP
 DG4707  LAPLACE CORR-          -6.57  (seconds)                    DEFLEC99
 DG4707  ELLIP HEIGHT-         383.85  (meters)          (03/16/04) GPS OBS
 DG4707  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DG4707
 DG4707  HORZ ORDER  -  FIRST
 DG4707  VERT ORDER  -  THIRD ?
 DG4707  ELLP ORDER  -  THIRD     CLASS I
 DG4707
 DG4707.The horizontal coordinates were established by GPS observations
 DG4707.and adjusted by the MN DEPT OF TRANSP in March 2004..
 DG4707
 DG4707.The orthometric height was determined by differential leveling.
 DG4707.The vertical network tie was performed by a horz. field party for horz.
 DG4707.obs reductions. Reset procedures were used to establish the elevation.
 DG4707
 DG4707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4707
 DG4707.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4707
 DG4707.The ellipsoidal height was determined by GPS observations
 DG4707.and is referenced to NAD 83.
 DG4707
 DG4707.The geoid height was determined by GEOID03.
 DG4707
 DG4707;                    North         East     Units Scale Factor Converg.
 DG4707;SPC MN C     -   327,657.356   808,550.563   MT  0.99999959   +0 04 53.0
 DG4707;UTM  15      - 5,211,140.785   413,600.956   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.No superseded survey control is available for this station.
 DG4707
 DG4707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1360111141(NAD 83)
 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 - 2002
 DG4707_ROD/PIPE-DEPTH:  6.1 meters
 DG4707
 DG4707  HISTORY     - Date     Condition        Report By
 DG4707  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4708 ***********************************************************************
 DG4708  DESIGNATION -  1107 C
 DG4708  PID         -  DG4708
 DG4708  STATE/COUNTY-  MN/CASS
 DG4708  USGS QUAD   -  TOBIQUE (1996)
 DG4708
 DG4708                         *CURRENT SURVEY CONTROL
 DG4708  ___________________________________________________________________
 DG4708* NAD 83(1996)-  47 02 34.17756(N)    094 04 18.49376(W)     ADJUSTED  
 DG4708* NAVD 88     -       416.12   (meters)    1365.2    (feet)  LEVELING  
 DG4708  ___________________________________________________________________
 DG4708  X           -    -309,195.911 (meters)                     COMP
 DG4708  Y           -  -4,343,477.149 (meters)                     COMP
 DG4708  Z           -   4,645,294.190 (meters)                     COMP
 DG4708  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 DG4708  ELLIP HEIGHT-         387.52  (meters)          (03/16/04) GPS OBS
 DG4708  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DG4708
 DG4708  HORZ ORDER  -  FIRST
 DG4708  VERT ORDER  -  THIRD ?
 DG4708  ELLP ORDER  -  THIRD     CLASS I
 DG4708
 DG4708.The horizontal coordinates were established by GPS observations
 DG4708.and adjusted by the MN DEPT OF TRANSP in March 2004..
 DG4708
 DG4708.The orthometric height was determined by differential leveling.
 DG4708.The vertical network tie was performed by a horz. field party for horz.
 DG4708.obs reductions. Reset procedures were used to establish the elevation.
 DG4708
 DG4708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4708
 DG4708.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4708
 DG4708.The ellipsoidal height was determined by GPS observations
 DG4708.and is referenced to NAD 83.
 DG4708
 DG4708.The geoid height was determined by GEOID03.
 DG4708
 DG4708;                    North         East     Units Scale Factor Converg.
 DG4708;SPC MN C     -   327,076.602   813,542.022   MT  0.99999844   +0 07 44.1
 DG4708;UTM  15      - 5,210,480.718   418,580.963   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.No superseded survey control is available for this station.
 DG4708
 DG4708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1858110481(NAD 83)
 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 - 2002
 DG4708_ROD/PIPE-DEPTH: 10.7 meters
 DG4708
 DG4708  HISTORY     - Date     Condition        Report By
 DG4708  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4709 ***********************************************************************
 DG4709  DESIGNATION -  1107 E
 DG4709  PID         -  DG4709
 DG4709  STATE/COUNTY-  MN/CASS
 DG4709  USGS QUAD   -  REMER (1996)
 DG4709
 DG4709                         *CURRENT SURVEY CONTROL
 DG4709  ___________________________________________________________________
 DG4709* NAD 83(1996)-  47 02 57.55095(N)    093 58 48.81985(W)     ADJUSTED  
 DG4709* NAVD 88     -       414.69   (meters)    1360.5    (feet)  LEVELING  
 DG4709  ___________________________________________________________________
 DG4709  X           -    -302,216.577 (meters)                     COMP
 DG4709  Y           -  -4,343,437.709 (meters)                     COMP
 DG4709  Z           -   4,645,784.938 (meters)                     COMP
 DG4709  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 DG4709  ELLIP HEIGHT-         385.99  (meters)          (03/16/04) GPS OBS
 DG4709  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DG4709
 DG4709  HORZ ORDER  -  FIRST
 DG4709  VERT ORDER  -  THIRD ?
 DG4709  ELLP ORDER  -  THIRD     CLASS I
 DG4709
 DG4709.The horizontal coordinates were established by GPS observations
 DG4709.and adjusted by the MN DEPT OF TRANSP in March 2004..
 DG4709
 DG4709.The orthometric height was determined by differential leveling.
 DG4709.The vertical network tie was performed by a horz. field party for horz.
 DG4709.obs reductions. Reset procedures were used to establish the elevation.
 DG4709
 DG4709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4709
 DG4709.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4709
 DG4709.The ellipsoidal height was determined by GPS observations
 DG4709.and is referenced to NAD 83.
 DG4709
 DG4709.The geoid height was determined by GEOID03.
 DG4709
 DG4709;                    North         East     Units Scale Factor Converg.
 DG4709;SPC MN C     -   327,818.072   820,498.868   MT  0.99999985   +0 11 42.5
 DG4709;UTM  15      - 5,211,111.036   425,546.480   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.No superseded survey control is available for this station.
 DG4709
 DG4709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2554611111(NAD 83)
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4710 ***********************************************************************
 DG4710  DESIGNATION -  1107 F
 DG4710  PID         -  DG4710
 DG4710  STATE/COUNTY-  MN/CASS
 DG4710  USGS QUAD   -  REMER (1996)
 DG4710
 DG4710                         *CURRENT SURVEY CONTROL
 DG4710  ___________________________________________________________________
 DG4710* NAD 83(1996)-  47 03 11.19527(N)    093 57 44.10055(W)     ADJUSTED  
 DG4710* NAVD 88     -       411.12   (meters)    1348.8    (feet)  LEVELING  
 DG4710  ___________________________________________________________________
 DG4710  X           -    -300,832.249 (meters)                     COMP
 DG4710  Y           -  -4,343,222.180 (meters)                     COMP
 DG4710  Z           -   4,646,069.406 (meters)                     COMP
 DG4710  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 DG4710  ELLIP HEIGHT-         382.39  (meters)          (03/16/04) GPS OBS
 DG4710  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG4710
 DG4710  HORZ ORDER  -  FIRST
 DG4710  VERT ORDER  -  THIRD ?
 DG4710  ELLP ORDER  -  THIRD     CLASS I
 DG4710
 DG4710.The horizontal coordinates were established by GPS observations
 DG4710.and adjusted by the MN DEPT OF TRANSP in March 2004..
 DG4710
 DG4710.The orthometric height was determined by differential leveling.
 DG4710.The vertical network tie was performed by a horz. field party for horz.
 DG4710.obs reductions. Reset procedures were used to establish the elevation.
 DG4710
 DG4710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4710
 DG4710.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4710
 DG4710.The ellipsoidal height was determined by GPS observations
 DG4710.and is referenced to NAD 83.
 DG4710
 DG4710.The geoid height was determined by GEOID03.
 DG4710
 DG4710;                    North         East     Units Scale Factor Converg.
 DG4710;SPC MN C     -   328,244.229   821,863.373   MT  1.00000068   +0 12 29.4
 DG4710;UTM  15      - 5,211,515.271   426,917.142   MT  0.99966564   -0 42 15.8
 DG4710
 DG4710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4710!SPC MN C     -   0.99994006  x   1.00000068  =   0.99994074
 DG4710!UTM  15      -   0.99994006  x   0.99966564  =   0.99960572
 DG4710
 DG4710                          SUPERSEDED SURVEY CONTROL
 DG4710
 DG4710.No superseded survey control is available for this station.
 DG4710
 DG4710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2691711515(NAD 83)
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4711 ***********************************************************************
 DG4711  DESIGNATION -  1108 A
 DG4711  PID         -  DG4711
 DG4711  STATE/COUNTY-  MN/CASS
 DG4711  USGS QUAD   -  REMER (1996)
 DG4711
 DG4711                         *CURRENT SURVEY CONTROL
 DG4711  ___________________________________________________________________
 DG4711* NAD 83(1996)-  47 02 57.47554(N)    093 53 29.31180(W)     ADJUSTED  
 DG4711* NAVD 88     -       404.14   (meters)    1325.9    (feet)  LEVELING  
 DG4711  ___________________________________________________________________
 DG4711  X           -    -295,487.775 (meters)                     COMP
 DG4711  Y           -  -4,343,895.112 (meters)                     COMP
 DG4711  Z           -   4,645,775.571 (meters)                     COMP
 DG4711  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 DG4711  ELLIP HEIGHT-         375.36  (meters)          (03/16/04) GPS OBS
 DG4711  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DG4711
 DG4711  HORZ ORDER  -  FIRST
 DG4711  VERT ORDER  -  THIRD ?
 DG4711  ELLP ORDER  -  THIRD     CLASS I
 DG4711
 DG4711.The horizontal coordinates were established by GPS observations
 DG4711.and adjusted by the MN DEPT OF TRANSP in March 2004..
 DG4711
 DG4711.The orthometric height was determined by differential leveling.
 DG4711.The vertical network tie was performed by a horz. field party for horz.
 DG4711.obs reductions. Reset procedures were used to establish the elevation.
 DG4711
 DG4711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4711
 DG4711.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4711
 DG4711.The ellipsoidal height was determined by GPS observations
 DG4711.and is referenced to NAD 83.
 DG4711
 DG4711.The geoid height was determined by GEOID03.
 DG4711
 DG4711;                    North         East     Units Scale Factor Converg.
 DG4711;SPC MN C     -   327,842.492   827,242.750   MT  0.99999985   +0 15 33.7
 DG4711;UTM  15      - 5,211,028.109   432,287.618   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.No superseded survey control is available for this station.
 DG4711
 DG4711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3228811028(NAD 83)
 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 - 2002
 DG4711_ROD/PIPE-DEPTH: 18.3 meters
 DG4711
 DG4711  HISTORY     - Date     Condition        Report By
 DG4711  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4712 ***********************************************************************
 DG4712  DESIGNATION -  1108 B
 DG4712  PID         -  DG4712
 DG4712  STATE/COUNTY-  MN/CASS
 DG4712  USGS QUAD   -  SHINGLE MILL LAKE (1996)
 DG4712
 DG4712                         *CURRENT SURVEY CONTROL
 DG4712  ___________________________________________________________________
 DG4712* NAD 83(1996)-  47 01 48.34240(N)    093 51 46.57448(W)     ADJUSTED  
 DG4712* NAVD 88     -       404.54   (meters)    1327.2    (feet)  LEVELING  
 DG4712  ___________________________________________________________________
 DG4712  X           -    -293,429.393 (meters)                     COMP
 DG4712  Y           -  -4,345,600.934 (meters)                     COMP
 DG4712  Z           -   4,644,320.854 (meters)                     COMP
 DG4712  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 DG4712  ELLIP HEIGHT-         375.75  (meters)          (03/16/04) GPS OBS
 DG4712  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DG4712
 DG4712  HORZ ORDER  -  FIRST
 DG4712  VERT ORDER  -  THIRD ?
 DG4712  ELLP ORDER  -  THIRD     CLASS I
 DG4712
 DG4712.The horizontal coordinates were established by GPS observations
 DG4712.and adjusted by the MN DEPT OF TRANSP in March 2004..
 DG4712
 DG4712.The orthometric height was determined by differential leveling.
 DG4712.The vertical network tie was performed by a horz. field party for horz.
 DG4712.obs reductions. Reset procedures were used to establish the elevation.
 DG4712
 DG4712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4712
 DG4712.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4712
 DG4712.The ellipsoidal height was determined by GPS observations
 DG4712.and is referenced to NAD 83.
 DG4712
 DG4712.The geoid height was determined by GEOID03.
 DG4712
 DG4712;                    North         East     Units Scale Factor Converg.
 DG4712;SPC MN C     -   325,717.828   829,421.658   MT  0.99999571   +0 16 48.0
 DG4712;UTM  15      - 5,208,869.787   434,431.710   MT  0.99965284   -0 37 53.2
 DG4712
 DG4712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4712!SPC MN C     -   0.99994110  x   0.99999571  =   0.99993682
 DG4712!UTM  15      -   0.99994110  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.No superseded survey control is available for this station.
 DG4712
 DG4712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3443208870(NAD 83)
 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 - 2002
 DG4712_ROD/PIPE-DEPTH: 13.7 meters
 DG4712
 DG4712  HISTORY     - Date     Condition        Report By
 DG4712  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4713 ***********************************************************************
 DG4713  DESIGNATION -  1108 C
 DG4713  PID         -  DG4713
 DG4713  STATE/COUNTY-  MN/CASS
 DG4713  USGS QUAD   -  SHINGLE MILL LAKE (1996)
 DG4713
 DG4713                         *CURRENT SURVEY CONTROL
 DG4713  ___________________________________________________________________
 DG4713* NAD 83(1996)-  47 01 15.73837(N)    093 51 07.96093(W)     ADJUSTED  
 DG4713* NAVD 88     -       409.17   (meters)    1342.4    (feet)  LEVELING  
 DG4713  ___________________________________________________________________
 DG4713  X           -    -292,665.582 (meters)                     COMP
 DG4713  Y           -  -4,346,393.996 (meters)                     COMP
 DG4713  Z           -   4,643,637.879 (meters)                     COMP
 DG4713  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 DG4713  ELLIP HEIGHT-         380.40  (meters)          (03/16/04) GPS OBS
 DG4713  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG4713
 DG4713  HORZ ORDER  -  FIRST
 DG4713  VERT ORDER  -  THIRD ?
 DG4713  ELLP ORDER  -  THIRD     CLASS I
 DG4713
 DG4713.The horizontal coordinates were established by GPS observations
 DG4713.and adjusted by the MN DEPT OF TRANSP in March 2004..
 DG4713
 DG4713.The orthometric height was determined by differential leveling.
 DG4713.The vertical network tie was performed by a horz. field party for horz.
 DG4713.obs reductions. Reset procedures were used to establish the elevation.
 DG4713
 DG4713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4713
 DG4713.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4713
 DG4713.The ellipsoidal height was determined by GPS observations
 DG4713.and is referenced to NAD 83.
 DG4713
 DG4713.The geoid height was determined by GEOID03.
 DG4713
 DG4713;                    North         East     Units Scale Factor Converg.
 DG4713;SPC MN C     -   324,715.043   830,242.019   MT  0.99999380   +0 17 15.9
 DG4713;UTM  15      - 5,207,854.428   435,235.741   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 31.9
 DG4713:UTM  15      -  1108 D                                   131 45 12.4
 DG4713
 DG4713|---------------------------------------------------------------------|
 DG4713| PID    Reference Object                     Distance      Geod. Az  |
 DG4713|                                                           dddmmss.s |
 DG4713| DG4714 1108 D                              APPROX. 1.4 KM 1310747.8 |
 DG4713| DG4712 1108 B                              APPROX. 1.3 KM 3210006.6 |
 DG4713|---------------------------------------------------------------------|
 DG4713
 DG4713                          SUPERSEDED SURVEY CONTROL
 DG4713
 DG4713.No superseded survey control is available for this station.
 DG4713
 DG4713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3523607854(NAD 83)
 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 - 2002
 DG4713_ROD/PIPE-DEPTH: 16.8 meters
 DG4713
 DG4713  HISTORY     - Date     Condition        Report By
 DG4713  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4714 ***********************************************************************
 DG4714  DESIGNATION -  1108 D
 DG4714  PID         -  DG4714
 DG4714  STATE/COUNTY-  MN/CASS
 DG4714  USGS QUAD   -  SHINGLE MILL LAKE (1996)
 DG4714
 DG4714                         *CURRENT SURVEY CONTROL
 DG4714  ___________________________________________________________________
 DG4714* NAD 83(1996)-  47 00 46.82491(N)    093 50 19.55819(W)     ADJUSTED  
 DG4714* NAVD 88     -       406.66   (meters)    1334.2    (feet)  LEVELING  
 DG4714  ___________________________________________________________________
 DG4714  X           -    -291,689.254 (meters)                     COMP
 DG4714  Y           -  -4,347,112.607 (meters)                     COMP
 DG4714  Z           -   4,643,027.262 (meters)                     COMP
 DG4714  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 DG4714  ELLIP HEIGHT-         377.89  (meters)          (03/16/04) GPS OBS
 DG4714  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG4714
 DG4714  HORZ ORDER  -  FIRST
 DG4714  VERT ORDER  -  THIRD ?
 DG4714  ELLP ORDER  -  THIRD     CLASS I
 DG4714
 DG4714.The horizontal coordinates were established by GPS observations
 DG4714.and adjusted by the MN DEPT OF TRANSP in March 2004..
 DG4714
 DG4714.The orthometric height was determined by differential leveling.
 DG4714.The vertical network tie was performed by a horz. field party for horz.
 DG4714.obs reductions. Reset procedures were used to establish the elevation.
 DG4714
 DG4714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4714
 DG4714.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4714
 DG4714.The ellipsoidal height was determined by GPS observations
 DG4714.and is referenced to NAD 83.
 DG4714
 DG4714.The geoid height was determined by GEOID03.
 DG4714
 DG4714;                    North         East     Units Scale Factor Converg.
 DG4714;SPC MN C     -   323,827.408   831,268.822   MT  0.99999212   +0 17 50.9
 DG4714;UTM  15      - 5,206,950.887   436,247.953   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 32.3
 DG4714:UTM  15      -  1108 C                                   311 45 12.1
 DG4714
 DG4714|---------------------------------------------------------------------|
 DG4714| PID    Reference Object                     Distance      Geod. Az  |
 DG4714|                                                           dddmmss.s |
 DG4714| DG4713 1108 C                              APPROX. 1.4 KM 3110823.2 |
 DG4714|---------------------------------------------------------------------|
 DG4714
 DG4714                          SUPERSEDED SURVEY CONTROL
 DG4714
 DG4714.No superseded survey control is available for this station.
 DG4714
 DG4714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3624806951(NAD 83)
 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 - 2002
 DG4714_ROD/PIPE-DEPTH: 13.7 meters
 DG4714
 DG4714  HISTORY     - Date     Condition        Report By
 DG4714  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF3894 ***********************************************************************
 DF3894  DESIGNATION -  1109 A
 DF3894  PID         -  DF3894
 DF3894  STATE/COUNTY-  MN/CASS
 DF3894  USGS QUAD   -  OSHAWA (1980)
 DF3894
 DF3894                         *CURRENT SURVEY CONTROL
 DF3894  ___________________________________________________________________
 DF3894* NAD 83(1986)-  46 47 21.     (N)    094 42 08.     (W)     SCALED    
 DF3894* NAVD 88     -       427.823  (meters)    1403.62   (feet)  ADJUSTED  
 DF3894  ___________________________________________________________________
 DF3894  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DF3894  DYNAMIC HT  -         427.842 (meters)    1403.68  (feet)  COMP
 DF3894  MODELED GRAV-     980,645.9   (mgal)                       NAVD 88
 DF3894
 DF3894  VERT ORDER  -  SECOND    CLASS I
 DF3894
 DF3894.The horizontal coordinates were scaled from a topographic map and have
 DF3894.an estimated accuracy of +/- 6 seconds.
 DF3894
 DF3894.The orthometric height was determined by differential leveling
 DF3894.and adjusted by the National Geodetic Survey in June 2004..
 DF3894.No vertical observational check was made to the station.
 DF3894
 DF3894.The geoid height was determined by GEOID03.
 DF3894
 DF3894.The dynamic height is computed by dividing the NAVD 88
 DF3894.geopotential number by the normal gravity value computed on the
 DF3894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF3894.degrees latitude (g = 980.6199 gals.).
 DF3894
 DF3894.The modeled gravity was interpolated from observed gravity values.
 DF3894
 DF3894;                    North         East    Units  Estimated Accuracy
 DF3894;SPC MN C     -   298,960.      765,470.      MT  (+/- 180 meters Scaled)
 DF3894
 DF3894                          SUPERSEDED SURVEY CONTROL
 DF3894
 DF3894.No superseded survey control is available for this station.
 DF3894
 DF3894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM700831(NAD 83)
 DF3894_MARKER: DD = SURVEY DISK
 DF3894_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF3894_STAMPING: 1109 A 2001
 DF3894_MARK LOGO: MNDT  
 DF3894_PROJECTION: FLUSH
 DF3894_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF3894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF3894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF3894+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF3894_ROD/PIPE-DEPTH: 13.7 meters
 DF3894
 DF3894  HISTORY     - Date     Condition        Report By
 DF3894  HISTORY     - 2001     MONUMENTED       MNDT
 DF3894
 DF3894                          STATION DESCRIPTION
 DF3894
 DF3894'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF3894'3.0 MI (4.8 KM) WSW OF OSHAWA, 1.0 MI (1.6 KM) SOUTH ALONG TH 64 FROM
 DF3894'JCT OF TH 64 AND TH 87 3.0 MI (4.8 KM) WEST OF OSHAWA, AT TH 64 MP
 DF3894'32.85, 41.5 FT (12.6 M) WEST OF TH 64, 5.0 FT (1.5 M) NORTH OF
 DF3894'ENTRANCE, 55.4 FT (16.9 M) NNE OF P-POLE, 1.8 FT (0.5 M) SOUTH OF WIT
 DF3894'POST, GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF3895 ***********************************************************************
 DF3895  DESIGNATION -  1109 B
 DF3895  PID         -  DF3895
 DF3895  STATE/COUNTY-  MN/CASS
 DF3895  USGS QUAD   -  OSHAWA (1980)
 DF3895
 DF3895                         *CURRENT SURVEY CONTROL
 DF3895  ___________________________________________________________________
 DF3895* NAD 83(1986)-  46 46 29.     (N)    094 42 04.     (W)     SCALED    
 DF3895* NAVD 88     -       432.371  (meters)    1418.54   (feet)  ADJUSTED  
 DF3895  ___________________________________________________________________
 DF3895  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DF3895  DYNAMIC HT  -         432.389 (meters)    1418.60  (feet)  COMP
 DF3895  MODELED GRAV-     980,643.8   (mgal)                       NAVD 88
 DF3895
 DF3895  VERT ORDER  -  SECOND    CLASS I
 DF3895
 DF3895.The horizontal coordinates were scaled from a topographic map and have
 DF3895.an estimated accuracy of +/- 6 seconds.
 DF3895
 DF3895.The orthometric height was determined by differential leveling
 DF3895.and adjusted by the National Geodetic Survey in June 2004..
 DF3895.No vertical observational check was made to the station.
 DF3895
 DF3895.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF3895;SPC MN C     -   297,360.      765,550.      MT  (+/- 180 meters Scaled)
 DF3895
 DF3895                          SUPERSEDED SURVEY CONTROL
 DF3895
 DF3895.No superseded survey control is available for this station.
 DF3895
 DF3895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM701815(NAD 83)
 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 - 2001
 DF3895_ROD/PIPE-DEPTH: 12.2 meters
 DF3895
 DF3895  HISTORY     - Date     Condition        Report By
 DF3895  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF3897 ***********************************************************************
 DF3897  DESIGNATION -  1109 C
 DF3897  PID         -  DF3897
 DF3897  STATE/COUNTY-  MN/CASS
 DF3897  USGS QUAD   -  SPIDER LAKE (1970)
 DF3897
 DF3897                         *CURRENT SURVEY CONTROL
 DF3897  ___________________________________________________________________
 DF3897* NAD 83(1986)-  46 44 44.     (N)    094 42 09.     (W)     SCALED    
 DF3897* NAVD 88     -       434.420  (meters)    1425.26   (feet)  ADJUSTED  
 DF3897  ___________________________________________________________________
 DF3897  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DF3897  DYNAMIC HT  -         434.437 (meters)    1425.32  (feet)  COMP
 DF3897  MODELED GRAV-     980,639.8   (mgal)                       NAVD 88
 DF3897
 DF3897  VERT ORDER  -  SECOND    CLASS I
 DF3897
 DF3897.The horizontal coordinates were scaled from a topographic map and have
 DF3897.an estimated accuracy of +/- 6 seconds.
 DF3897
 DF3897.The orthometric height was determined by differential leveling
 DF3897.and adjusted by the National Geodetic Survey in June 2004..
 DF3897.No vertical observational check was made to the station.
 DF3897
 DF3897.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF3897;SPC MN C     -   294,110.      765,420.      MT  (+/- 180 meters Scaled)
 DF3897
 DF3897                          SUPERSEDED SURVEY CONTROL
 DF3897
 DF3897.No superseded survey control is available for this station.
 DF3897
 DF3897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM699782(NAD 83)
 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 3 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 - 2001
 DF3897_ROD/PIPE-DEPTH: 12.2 meters
 DF3897
 DF3897  HISTORY     - Date     Condition        Report By
 DF3897  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF3898 ***********************************************************************
 DF3898  DESIGNATION -  1109 D
 DF3898  PID         -  DF3898
 DF3898  STATE/COUNTY-  MN/CASS
 DF3898  USGS QUAD   -  SPIDER LAKE (1970)
 DF3898
 DF3898                         *CURRENT SURVEY CONTROL
 DF3898  ___________________________________________________________________
 DF3898* NAD 83(1986)-  46 43 51.     (N)    094 42 02.     (W)     SCALED    
 DF3898* NAVD 88     -       434.216  (meters)    1424.59   (feet)  ADJUSTED  
 DF3898  ___________________________________________________________________
 DF3898  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DF3898  DYNAMIC HT  -         434.232 (meters)    1424.64  (feet)  COMP
 DF3898  MODELED GRAV-     980,637.9   (mgal)                       NAVD 88
 DF3898
 DF3898  VERT ORDER  -  SECOND    CLASS I
 DF3898
 DF3898.The horizontal coordinates were scaled from a topographic map and have
 DF3898.an estimated accuracy of +/- 6 seconds.
 DF3898
 DF3898.The orthometric height was determined by differential leveling
 DF3898.and adjusted by the National Geodetic Survey in June 2004..
 DF3898.No vertical observational check was made to the station.
 DF3898
 DF3898.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF3898;SPC MN C     -   292,480.      765,560.      MT  (+/- 180 meters Scaled)
 DF3898
 DF3898                          SUPERSEDED SURVEY CONTROL
 DF3898
 DF3898.No superseded survey control is available for this station.
 DF3898
 DF3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM700766(NAD 83)
 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 - 2001
 DF3898_ROD/PIPE-DEPTH:  5.2 meters
 DF3898
 DF3898  HISTORY     - Date     Condition        Report By
 DF3898  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1559 ***********************************************************************
 QO1559  DESIGNATION -  111
 QO1559  PID         -  QO1559
 QO1559  STATE/COUNTY-  MN/CHISAGO
 QO1559  USGS QUAD   -  NORTH BRANCH (1983)
 QO1559
 QO1559                         *CURRENT SURVEY CONTROL
 QO1559  ___________________________________________________________________
 QO1559* NAD 83(1996)-  45 34 35.76128(N)    092 59 19.72335(W)     ADJUSTED  
 QO1559* NAVD 88     -       280.0    (meters)     919.     (feet)  VERTCON   
 QO1559  ___________________________________________________________________
 QO1559  LAPLACE CORR-           8.93  (seconds)                    DEFLEC99
 QO1559  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 QO1559
 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 DEFLEC99 derived deflections.
 QO1559
 QO1559.The geoid height was determined by GEOID03.
 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 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     -   0.99996050  x   1.00000892  =   0.99996942
 QO1559!SPC WI C     -   0.99996050  x   1.00001549  =   0.99997599
 QO1559!UTM  15      -   0.99996050  x   0.99960001  =   0.99956053
 QO1559
 QO1559:                Primary Azimuth Mark                     Grid Az
 QO1559:SPC MN C     -  HARRIS                                   142 10 35.1
 QO1559:SPC WI C     -  HARRIS                                   145 11 51.3
 QO1559:UTM  15      -  HARRIS                                   143 04 50.7
 QO1559
 QO1559|---------------------------------------------------------------------|
 QO1559| PID    Reference Object                     Distance      Geod. Az  |
 QO1559|                                                           dddmmss.s |
 QO1559| QO1557 HARRIS                              APPROX. 1.5 KM 1430519.5 |
 QO1559|---------------------------------------------------------------------|
 QO1559
 QO1559                          SUPERSEDED SURVEY CONTROL
 QO1559
 QO1559  NAD 83(1996)-  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: 15TWL0087347007(NAD 83)
 QO1559_MARKER: I = METAL ROD
 QO1559_SETTING: 0 = UNSPECIFIED SETTING
 QO1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1559
 QO1559  HISTORY     - Date     Condition        Report By
 QO1559  HISTORY     - 1959     MONUMENTED       MNHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8327 ***********************************************************************
 DE8327  DESIGNATION -  1110 A
 DE8327  PID         -  DE8327
 DE8327  STATE/COUNTY-  MN/CASS
 DE8327  USGS QUAD   -  JENKINS (1994)
 DE8327
 DE8327                         *CURRENT SURVEY CONTROL
 DE8327  ___________________________________________________________________
 DE8327* NAD 83(1996)-  46 43 59.32253(N)    094 21 52.39875(W)     ADJUSTED  
 DE8327* NAVD 88     -       402.073  (meters)    1319.13   (feet)  ADJUSTED  
 DE8327  ___________________________________________________________________
 DE8327  X           -    -333,296.715 (meters)                     COMP
 DE8327  Y           -  -4,366,892.483 (meters)                     COMP
 DE8327  Z           -   4,621,754.839 (meters)                     COMP
 DE8327  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 DE8327  ELLIP HEIGHT-         374.25  (meters)          (10/21/02) GPS OBS
 DE8327  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DE8327  DYNAMIC HT  -         402.094 (meters)    1319.20  (feet)  COMP
 DE8327  MODELED GRAV-     980,653.1   (mgal)                       NAVD 88
 DE8327
 DE8327  HORZ ORDER  -  FIRST
 DE8327  VERT ORDER  -  SECOND    CLASS I
 DE8327  ELLP ORDER  -  THIRD     CLASS II
 DE8327
 DE8327.The horizontal coordinates were established by GPS observations
 DE8327.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8327
 DE8327.The orthometric height was determined by differential leveling
 DE8327.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8327
 DE8327.The ellipsoidal height was determined by GPS observations
 DE8327.and is referenced to NAD 83.
 DE8327
 DE8327.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8327;SPC MN C     -   292,641.812   791,244.580   MT  0.99994616   -0 04 58.3
 DE8327;UTM  15      - 5,176,414.282   395,744.101   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  =   0.99967495
 DE8327
 DE8327:                Primary Azimuth Mark                     Grid Az
 DE8327:SPC MN C     -  1110 B                                   359 07 50.4
 DE8327:UTM  15      -  1110 B                                   000 02 29.5
 DE8327
 DE8327|---------------------------------------------------------------------|
 DE8327| PID    Reference Object                     Distance      Geod. Az  |
 DE8327|                                                           dddmmss.s |
 DE8327| DE8328 1110 B                              APPROX. 1.6 KM 3590252.1 |
 DE8327|---------------------------------------------------------------------|
 DE8327
 DE8327                          SUPERSEDED SURVEY CONTROL
 DE8327
 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_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 = OCTOBER  6, 2006
 DE8328 ***********************************************************************
 DE8328  DESIGNATION -  1110 B
 DE8328  PID         -  DE8328
 DE8328  STATE/COUNTY-  MN/CASS
 DE8328  USGS QUAD   -  JENKINS (1994)
 DE8328
 DE8328                         *CURRENT SURVEY CONTROL
 DE8328  ___________________________________________________________________
 DE8328* NAD 83(1996)-  46 44 52.62459(N)    094 21 53.68758(W)     ADJUSTED  
 DE8328* NAVD 88     -       400.562  (meters)    1314.18   (feet)  ADJUSTED  
 DE8328  ___________________________________________________________________
 DE8328  X           -    -333,232.686 (meters)                     COMP
 DE8328  Y           -  -4,365,694.083 (meters)                     COMP
 DE8328  Z           -   4,622,881.740 (meters)                     COMP
 DE8328  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 DE8328  ELLIP HEIGHT-         372.70  (meters)          (10/21/02) GPS OBS
 DE8328  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DE8328  DYNAMIC HT  -         400.581 (meters)    1314.24  (feet)  COMP
 DE8328  MODELED GRAV-     980,651.3   (mgal)                       NAVD 88
 DE8328
 DE8328  HORZ ORDER  -  FIRST
 DE8328  VERT ORDER  -  SECOND    CLASS I
 DE8328  ELLP ORDER  -  THIRD     CLASS II
 DE8328
 DE8328.The horizontal coordinates were established by GPS observations
 DE8328.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8328
 DE8328.The orthometric height was determined by differential leveling
 DE8328.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8328
 DE8328.The ellipsoidal height was determined by GPS observations
 DE8328.and is referenced to NAD 83.
 DE8328
 DE8328.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8328;SPC MN C     -   294,287.697   791,219.605   MT  0.99994799   -0 04 59.3
 DE8328;UTM  15      - 5,178,060.005   395,745.297   MT  0.99973359   -0 59 39.2
 DE8328
 DE8328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8328!SPC MN C     -   0.99994158  x   0.99994799  =   0.99988957
 DE8328!UTM  15      -   0.99994158  x   0.99973359  =   0.99967519
 DE8328
 DE8328:                Primary Azimuth Mark                     Grid Az
 DE8328:SPC MN C     -  1110 A                                   179 07 50.4
 DE8328:UTM  15      -  1110 A                                   180 02 30.3
 DE8328
 DE8328|---------------------------------------------------------------------|
 DE8328| PID    Reference Object                     Distance      Geod. Az  |
 DE8328|                                                           dddmmss.s |
 DE8328| DE8327 1110 A                              APPROX. 1.6 KM 1790251.1 |
 DE8328|---------------------------------------------------------------------|
 DE8328
 DE8328                          SUPERSEDED SURVEY CONTROL
 DE8328
 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_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 = OCTOBER  6, 2006
 DE8329 ***********************************************************************
 DE8329  DESIGNATION -  1110 C
 DE8329  PID         -  DE8329
 DE8329  STATE/COUNTY-  MN/CASS
 DE8329  USGS QUAD   -  LAKE ADA (1980)
 DE8329
 DE8329                         *CURRENT SURVEY CONTROL
 DE8329  ___________________________________________________________________
 DE8329* NAD 83(1996)-  46 46 23.29614(N)    094 21 43.10937(W)     ADJUSTED  
 DE8329* NAVD 88     -       408.115  (meters)    1338.96   (feet)  ADJUSTED  
 DE8329  ___________________________________________________________________
 DE8329  X           -    -332,854.041 (meters)                     COMP
 DE8329  Y           -  -4,363,682.385 (meters)                     COMP
 DE8329  Z           -   4,624,805.402 (meters)                     COMP
 DE8329  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 DE8329  ELLIP HEIGHT-         380.23  (meters)          (10/21/02) GPS OBS
 DE8329  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DE8329  DYNAMIC HT  -         408.134 (meters)    1339.02  (feet)  COMP
 DE8329  MODELED GRAV-     980,647.9   (mgal)                       NAVD 88
 DE8329
 DE8329  HORZ ORDER  -  FIRST
 DE8329  VERT ORDER  -  SECOND    CLASS I
 DE8329  ELLP ORDER  -  THIRD     CLASS II
 DE8329
 DE8329.The horizontal coordinates were established by GPS observations
 DE8329.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8329
 DE8329.The orthometric height was determined by differential leveling
 DE8329.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8329
 DE8329.The ellipsoidal height was determined by GPS observations
 DE8329.and is referenced to NAD 83.
 DE8329
 DE8329.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8329;SPC MN C     -   297,087.123   791,448.082   MT  0.99995126   -0 04 51.6
 DE8329;UTM  15      - 5,180,854.839   396,018.209   MT  0.99973289   -0 59 33.0
 DE8329
 DE8329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8329!SPC MN C     -   0.99994040  x   0.99995126  =   0.99989166
 DE8329!UTM  15      -   0.99994040  x   0.99973289  =   0.99967331
 DE8329
 DE8329:                Primary Azimuth Mark                     Grid Az
 DE8329:SPC MN C     -  1110 D                                   349 54 29.0
 DE8329:UTM  15      -  1110 D                                   350 49 10.4
 DE8329
 DE8329|---------------------------------------------------------------------|
 DE8329| PID    Reference Object                     Distance      Geod. Az  |
 DE8329|                                                           dddmmss.s |
 DE8329| DE8330 1110 D                              APPROX. 1.0 KM 3494937.4 |
 DE8329|---------------------------------------------------------------------|
 DE8329
 DE8329                          SUPERSEDED SURVEY CONTROL
 DE8329
 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: 15TUM9601880855(NAD 83)
 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 = OCTOBER  6, 2006
 DE8330 ***********************************************************************
 DE8330  DESIGNATION -  1110 D
 DE8330  PID         -  DE8330
 DE8330  STATE/COUNTY-  MN/CASS
 DE8330  USGS QUAD   -  LAKE ADA (1980)
 DE8330
 DE8330                         *CURRENT SURVEY CONTROL
 DE8330  ___________________________________________________________________
 DE8330* NAD 83(1996)-  46 46 56.56082(N)    094 21 51.79878(W)     ADJUSTED  
 DE8330* NAVD 88     -       413.259  (meters)    1355.83   (feet)  ADJUSTED  
 DE8330  ___________________________________________________________________
 DE8330  X           -    -332,981.173 (meters)                     COMP
 DE8330  Y           -  -4,362,925.458 (meters)                     COMP
 DE8330  Z           -   4,625,512.632 (meters)                     COMP
 DE8330  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 DE8330  ELLIP HEIGHT-         385.35  (meters)          (10/21/02) GPS OBS
 DE8330  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DE8330  DYNAMIC HT  -         413.278 (meters)    1355.90  (feet)  COMP
 DE8330  MODELED GRAV-     980,646.8   (mgal)                       NAVD 88
 DE8330
 DE8330  HORZ ORDER  -  FIRST
 DE8330  VERT ORDER  -  SECOND    CLASS I
 DE8330  ELLP ORDER  -  THIRD     CLASS II
 DE8330
 DE8330.The horizontal coordinates were established by GPS observations
 DE8330.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8330
 DE8330.The orthometric height was determined by differential leveling
 DE8330.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8330
 DE8330.The ellipsoidal height was determined by GPS observations
 DE8330.and is referenced to NAD 83.
 DE8330
 DE8330.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8330;SPC MN C     -   298,114.536   791,265.221   MT  0.99995250   -0 04 57.9
 DE8330;UTM  15      - 5,181,884.805   395,851.753   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  =   0.99989210
 DE8330!UTM  15      -   0.99993960  x   0.99973332  =   0.99967293
 DE8330
 DE8330:                Primary Azimuth Mark                     Grid Az
 DE8330:SPC MN C     -  1110 E                                   359 50 05.3
 DE8330:UTM  15      -  1110 E                                   000 44 47.2
 DE8330
 DE8330|---------------------------------------------------------------------|
 DE8330| PID    Reference Object                     Distance      Geod. Az  |
 DE8330|                                                           dddmmss.s |
 DE8330| DE8331 1110 E                              APPROX. 1.0 KM 3594507.4 |
 DE8330|---------------------------------------------------------------------|
 DE8330
 DE8330                          SUPERSEDED SURVEY CONTROL
 DE8330
 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: 15TUM9585281885(NAD 83)
 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 = OCTOBER  6, 2006
 DE8331 ***********************************************************************
 DE8331  DESIGNATION -  1110 E
 DE8331  PID         -  DE8331
 DE8331  STATE/COUNTY-  MN/CASS
 DE8331  USGS QUAD   -  LAKE ADA (1980)
 DE8331
 DE8331                         *CURRENT SURVEY CONTROL
 DE8331  ___________________________________________________________________
 DE8331* NAD 83(1996)-  46 47 29.94123(N)    094 21 52.00910(W)     ADJUSTED  
 DE8331* NAVD 88     -       406.176  (meters)    1332.60   (feet)  ADJUSTED  
 DE8331  ___________________________________________________________________
 DE8331  X           -    -332,928.079 (meters)                     COMP
 DE8331  Y           -  -4,362,171.162 (meters)                     COMP
 DE8331  Z           -   4,626,213.284 (meters)                     COMP
 DE8331  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 DE8331  ELLIP HEIGHT-         378.25  (meters)          (10/21/02) GPS OBS
 DE8331  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DE8331  DYNAMIC HT  -         406.195 (meters)    1332.66  (feet)  COMP
 DE8331  MODELED GRAV-     980,646.2   (mgal)                       NAVD 88
 DE8331
 DE8331  HORZ ORDER  -  FIRST
 DE8331  VERT ORDER  -  SECOND    CLASS I
 DE8331  ELLP ORDER  -  THIRD     CLASS II
 DE8331
 DE8331.The horizontal coordinates were established by GPS observations
 DE8331.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8331
 DE8331.The orthometric height was determined by differential leveling
 DE8331.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8331
 DE8331.The ellipsoidal height was determined by GPS observations
 DE8331.and is referenced to NAD 83.
 DE8331
 DE8331.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8331;SPC MN C     -   299,145.268   791,262.249   MT  0.99995378   -0 04 58.0
 DE8331;UTM  15      - 5,182,915.227   395,865.179   MT  0.99973328   -0 59 40.5
 DE8331
 DE8331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8331!SPC MN C     -   0.99994071  x   0.99995378  =   0.99989449
 DE8331!UTM  15      -   0.99994071  x   0.99973328  =   0.99967401
 DE8331
 DE8331:                Primary Azimuth Mark                     Grid Az
 DE8331:SPC MN C     -  1110 D                                   179 50 05.3
 DE8331:UTM  15      -  1110 D                                   180 44 47.8
 DE8331
 DE8331|---------------------------------------------------------------------|
 DE8331| PID    Reference Object                     Distance      Geod. Az  |
 DE8331|                                                           dddmmss.s |
 DE8331| DE8330 1110 D                              APPROX. 1.0 KM 1794507.3 |
 DE8331|---------------------------------------------------------------------|
 DE8331
 DE8331                          SUPERSEDED SURVEY CONTROL
 DE8331
 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_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 = OCTOBER  6, 2006
 DE8332 ***********************************************************************
 DE8332  DESIGNATION -  1110 F
 DE8332  PID         -  DE8332
 DE8332  STATE/COUNTY-  MN/CASS
 DE8332  USGS QUAD   -  LAKE ADA (1980)
 DE8332
 DE8332                         *CURRENT SURVEY CONTROL
 DE8332  ___________________________________________________________________
 DE8332* NAD 83(1996)-  46 49 12.83408(N)    094 22 11.21345(W)     ADJUSTED  
 DE8332* NAVD 88     -       405.257  (meters)    1329.58   (feet)  ADJUSTED  
 DE8332  ___________________________________________________________________
 DE8332  X           -    -333,157.665 (meters)                     COMP
 DE8332  Y           -  -4,359,829.700 (meters)                     COMP
 DE8332  Z           -   4,628,387.480 (meters)                     COMP
 DE8332  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 DE8332  ELLIP HEIGHT-         377.28  (meters)          (10/21/02) GPS OBS
 DE8332  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DE8332  DYNAMIC HT  -         405.275 (meters)    1329.64  (feet)  COMP
 DE8332  MODELED GRAV-     980,646.1   (mgal)                       NAVD 88
 DE8332
 DE8332  HORZ ORDER  -  FIRST
 DE8332  VERT ORDER  -  SECOND    CLASS I
 DE8332  ELLP ORDER  -  THIRD     CLASS II
 DE8332
 DE8332.The horizontal coordinates were established by GPS observations
 DE8332.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8332
 DE8332.The orthometric height was determined by differential leveling
 DE8332.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8332
 DE8332.The ellipsoidal height was determined by GPS observations
 DE8332.and is referenced to NAD 83.
 DE8332
 DE8332.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8332;SPC MN C     -   302,323.030   790,859.775   MT  0.99995789   -0 05 11.9
 DE8332;UTM  15      - 5,186,098.286   395,513.417   MT  0.99973419   -0 59 56.2
 DE8332
 DE8332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8332!SPC MN C     -   0.99994086  x   0.99995789  =   0.99989876
 DE8332!UTM  15      -   0.99994086  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  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_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 = OCTOBER  6, 2006
 DE8333 ***********************************************************************
 DE8333  DESIGNATION -  1110 G
 DE8333  PID         -  DE8333
 DE8333  STATE/COUNTY-  MN/CASS
 DE8333  USGS QUAD   -  LAKE ADA (1980)
 DE8333
 DE8333                         *CURRENT SURVEY CONTROL
 DE8333  ___________________________________________________________________
 DE8333* NAD 83(1996)-  46 50 04.61070(N)    094 21 48.00493(W)     ADJUSTED  
 DE8333* NAVD 88     -       406.598  (meters)    1333.98   (feet)  ADJUSTED  
 DE8333  ___________________________________________________________________
 DE8333  X           -    -332,578.454 (meters)                     COMP
 DE8333  Y           -  -4,358,705.338 (meters)                     COMP
 DE8333  Z           -   4,629,482.448 (meters)                     COMP
 DE8333  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 DE8333  ELLIP HEIGHT-         378.61  (meters)          (10/21/02) GPS OBS
 DE8333  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DE8333  DYNAMIC HT  -         406.616 (meters)    1334.04  (feet)  COMP
 DE8333  MODELED GRAV-     980,647.5   (mgal)                       NAVD 88
 DE8333
 DE8333  HORZ ORDER  -  FIRST
 DE8333  VERT ORDER  -  SECOND    CLASS I
 DE8333  ELLP ORDER  -  THIRD     CLASS II
 DE8333
 DE8333.The horizontal coordinates were established by GPS observations
 DE8333.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8333
 DE8333.The orthometric height was determined by differential leveling
 DE8333.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8333
 DE8333.The ellipsoidal height was determined by GPS observations
 DE8333.and is referenced to NAD 83.
 DE8333
 DE8333.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8333;SPC MN C     -   303,921.093   791,354.002   MT  0.99996005   -0 04 55.1
 DE8333;UTM  15      - 5,187,687.918   396,032.911   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 08.9
 DE8333:UTM  15      -  1110 H                                   051 59 53.9
 DE8333
 DE8333|---------------------------------------------------------------------|
 DE8333| PID    Reference Object                     Distance      Geod. Az  |
 DE8333|                                                           dddmmss.s |
 DE8333| DE8334 1110 H                              APPROX. 1.0 KM 0510013.8 |
 DE8333| DE8332 1110 F                              APPROX. 1.7 KM 1970611.2 |
 DE8333|---------------------------------------------------------------------|
 DE8333
 DE8333                          SUPERSEDED SURVEY CONTROL
 DE8333
 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: 15TUM9603387688(NAD 83)
 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 = OCTOBER  6, 2006
 DE8334 ***********************************************************************
 DE8334  DESIGNATION -  1110 H
 DE8334  PID         -  DE8334
 DE8334  STATE/COUNTY-  MN/CASS
 DE8334  USGS QUAD   -  LAKE ADA (1980)
 DE8334
 DE8334                         *CURRENT SURVEY CONTROL
 DE8334  ___________________________________________________________________
 DE8334* NAD 83(1996)-  46 50 25.52597(N)    094 21 10.35666(W)     ADJUSTED  
 DE8334* NAVD 88     -       407.591  (meters)    1337.24   (feet)  ADJUSTED  
 DE8334  ___________________________________________________________________
 DE8334  X           -    -331,747.171 (meters)                     COMP
 DE8334  Y           -  -4,358,296.839 (meters)                     COMP
 DE8334  Z           -   4,629,924.975 (meters)                     COMP
 DE8334  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 DE8334  ELLIP HEIGHT-         379.55  (meters)          (10/21/02) GPS OBS
 DE8334  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DE8334  DYNAMIC HT  -         407.610 (meters)    1337.30  (feet)  COMP
 DE8334  MODELED GRAV-     980,648.0   (mgal)                       NAVD 88
 DE8334
 DE8334  HORZ ORDER  -  FIRST
 DE8334  VERT ORDER  -  SECOND    CLASS I
 DE8334  ELLP ORDER  -  THIRD     CLASS II
 DE8334
 DE8334.The horizontal coordinates were established by GPS observations
 DE8334.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8334
 DE8334.The orthometric height was determined by differential leveling
 DE8334.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8334
 DE8334.The ellipsoidal height was determined by GPS observations
 DE8334.and is referenced to NAD 83.
 DE8334
 DE8334.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8334;SPC MN C     -   304,565.840   792,152.642   MT  0.99996094   -0 04 27.9
 DE8334;UTM  15      - 5,188,319.720   396,841.533   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  =   0.99967132
 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  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: 15TUM9684288320(NAD 83)
 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 = OCTOBER  6, 2006
 TB0279 ***********************************************************************
 TB0279  DESIGNATION -  1111
 TB0279  PID         -  TB0279
 TB0279  STATE/COUNTY-  MN/KOOCHICHING
 TB0279  USGS QUAD   -  RANIER (1986)
 TB0279
 TB0279                         *CURRENT SURVEY CONTROL
 TB0279  ___________________________________________________________________
 TB0279* NAD 83(1986)-  48 36 48.     (N)    093 21 05.     (W)     SCALED    
 TB0279* NAVD 88     -       338.673  (meters)    1111.13   (feet)  ADJUSTED  
 TB0279  ___________________________________________________________________
 TB0279  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 TB0279  DYNAMIC HT  -         338.752 (meters)    1111.39  (feet)  COMP
 TB0279  MODELED GRAV-     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
 TB0279.and adjusted by the National Geodetic Survey in June 1991..
 TB0279
 TB0279.The geoid height was determined by GEOID03.
 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     -   334,990.      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: 15UVP741845(NAD 83)
 TB0279_MARKER: DD = SURVEY DISK
 TB0279_SETTING: 66 = SET IN ROCK OUTCROP
 TB0279_SP_SET: ROCK OUTCROP
 TB0279_STAMPING: 1111 U.S.C. G.S. ADJUSTMENT 1110.690
 TB0279_MARK LOGO: IBC   
 TB0279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0279+STABILITY: POSITION/ELEVATION WELL
 TB0279
 TB0279  HISTORY     - Date     Condition        Report By
 TB0279  HISTORY     - UNK      MONUMENTED       IBC
 TB0279  HISTORY     - 1933     GOOD             NGS
 TB0279
 TB0279                          STATION DESCRIPTION
 TB0279
 TB0279'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8335 ***********************************************************************
 DE8335  DESIGNATION -  1111 A
 DE8335  PID         -  DE8335
 DE8335  STATE/COUNTY-  MN/CASS
 DE8335  USGS QUAD   -  LAKE ADA (1980)
 DE8335
 DE8335                         *CURRENT SURVEY CONTROL
 DE8335  ___________________________________________________________________
 DE8335* NAD 83(1996)-  46 50 56.63192(N)    094 20 51.48159(W)     ADJUSTED  
 DE8335* NAVD 88     -       406.995  (meters)    1335.28   (feet)  ADJUSTED  
 DE8335  ___________________________________________________________________
 DE8335  X           -    -331,295.191 (meters)                     COMP
 DE8335  Y           -  -4,357,628.006 (meters)                     COMP
 DE8335  Z           -   4,630,581.556 (meters)                     COMP
 DE8335  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 DE8335  ELLIP HEIGHT-         378.93  (meters)          (10/21/02) GPS OBS
 DE8335  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DE8335  DYNAMIC HT  -         407.014 (meters)    1335.35  (feet)  COMP
 DE8335  MODELED GRAV-     980,648.6   (mgal)                       NAVD 88
 DE8335
 DE8335  HORZ ORDER  -  FIRST
 DE8335  VERT ORDER  -  SECOND    CLASS I
 DE8335  ELLP ORDER  -  THIRD     CLASS II
 DE8335
 DE8335.The horizontal coordinates were established by GPS observations
 DE8335.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8335
 DE8335.The orthometric height was determined by differential leveling
 DE8335.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8335
 DE8335.The ellipsoidal height was determined by GPS observations
 DE8335.and is referenced to NAD 83.
 DE8335
 DE8335.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8335;SPC MN C     -   305,525.846   792,553.763   MT  0.99996228   -0 04 14.3
 DE8335;UTM  15      - 5,189,272.995   397,257.796   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 13.5
 DE8335:UTM  15      -  1111 B                                   016 12 58.9
 DE8335
 DE8335|---------------------------------------------------------------------|
 DE8335| PID    Reference Object                     Distance      Geod. Az  |
 DE8335|                                                           dddmmss.s |
 DE8335| DE8336 1111 B                              APPROX. 1.2 KM 0151359.2 |
 DE8335|---------------------------------------------------------------------|
 DE8335
 DE8335                          SUPERSEDED SURVEY CONTROL
 DE8335
 DE8335  NAVD 88 (10/21/02)  407.00   (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: 15TUM9725889273(NAD 83)
 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 = OCTOBER  6, 2006
 DE8336 ***********************************************************************
 DE8336  DESIGNATION -  1111 B
 DE8336  PID         -  DE8336
 DE8336  STATE/COUNTY-  MN/CASS
 DE8336  USGS QUAD   -  LAKE ADA (1980)
 DE8336
 DE8336                         *CURRENT SURVEY CONTROL
 DE8336  ___________________________________________________________________
 DE8336* NAD 83(1996)-  46 51 35.55544(N)    094 20 36.02903(W)     ADJUSTED  
 DE8336* NAVD 88     -       409.641  (meters)    1343.96   (feet)  ADJUSTED  
 DE8336  ___________________________________________________________________
 DE8336  X           -    -330,902.451 (meters)                     COMP
 DE8336  Y           -  -4,356,780.115 (meters)                     COMP
 DE8336  Z           -   4,631,405.503 (meters)                     COMP
 DE8336  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 DE8336  ELLIP HEIGHT-         381.58  (meters)          (10/21/02) GPS OBS
 DE8336  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DE8336  DYNAMIC HT  -         409.661 (meters)    1344.03  (feet)  COMP
 DE8336  MODELED GRAV-     980,649.5   (mgal)                       NAVD 88
 DE8336
 DE8336  HORZ ORDER  -  FIRST
 DE8336  VERT ORDER  -  SECOND    CLASS I
 DE8336  ELLP ORDER  -  THIRD     CLASS II
 DE8336
 DE8336.The horizontal coordinates were established by GPS observations
 DE8336.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8336
 DE8336.The orthometric height was determined by differential leveling
 DE8336.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8336
 DE8336.The ellipsoidal height was determined by GPS observations
 DE8336.and is referenced to NAD 83.
 DE8336
 DE8336.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8336;SPC MN C     -   306,727.365   792,882.546   MT  0.99996400   -0 04 03.1
 DE8336;UTM  15      - 5,190,468.844   397,605.595   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 13.6
 DE8336:UTM  15      -  1111 A                                   196 12 59.6
 DE8336
 DE8336|---------------------------------------------------------------------|
 DE8336| PID    Reference Object                     Distance      Geod. Az  |
 DE8336|                                                           dddmmss.s |
 DE8336| DE8335 1111 A                              APPROX. 1.2 KM 1951410.5 |
 DE8336|---------------------------------------------------------------------|
 DE8336
 DE8336                          SUPERSEDED SURVEY CONTROL
 DE8336
 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: 15TUM9760690469(NAD 83)
 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 = OCTOBER  6, 2006
 DE8337 ***********************************************************************
 DE8337  DESIGNATION -  1111 C
 DE8337  PID         -  DE8337
 DE8337  STATE/COUNTY-  MN/CASS
 DE8337  USGS QUAD   -  LAKE ADA (1980)
 DE8337
 DE8337                         *CURRENT SURVEY CONTROL
 DE8337  ___________________________________________________________________
 DE8337* NAD 83(1996)-  46 52 22.81155(N)    094 19 17.70205(W)     ADJUSTED  
 DE8337* NAVD 88     -       414.164  (meters)    1358.80   (feet)  ADJUSTED  
 DE8337  ___________________________________________________________________
 DE8337  X           -    -329,167.963 (meters)                     COMP
 DE8337  Y           -  -4,355,846.554 (meters)                     COMP
 DE8337  Z           -   4,632,406.538 (meters)                     COMP
 DE8337  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 DE8337  ELLIP HEIGHT-         386.06  (meters)          (10/21/02) GPS OBS
 DE8337  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DE8337  DYNAMIC HT  -         414.184 (meters)    1358.87  (feet)  COMP
 DE8337  MODELED GRAV-     980,649.3   (mgal)                       NAVD 88
 DE8337
 DE8337  HORZ ORDER  -  FIRST
 DE8337  VERT ORDER  -  SECOND    CLASS I
 DE8337  ELLP ORDER  -  THIRD     CLASS II
 DE8337
 DE8337.The horizontal coordinates were established by GPS observations
 DE8337.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8337
 DE8337.The orthometric height was determined by differential leveling
 DE8337.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8337
 DE8337.The ellipsoidal height was determined by GPS observations
 DE8337.and is referenced to NAD 83.
 DE8337
 DE8337.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8337;SPC MN C     -   308,184.858   794,542.913   MT  0.99996613   -0 03 06.4
 DE8337;UTM  15      - 5,191,899.360   399,288.570   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  =   0.99966416
 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  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: 15TUM9928991899(NAD 83)
 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 = OCTOBER  6, 2006
 DE8338 ***********************************************************************
 DE8338  DESIGNATION -  1111 D
 DE8338  PID         -  DE8338
 DE8338  STATE/COUNTY-  MN/CASS
 DE8338  USGS QUAD   -  WOMAN LAKE (1996)
 DE8338
 DE8338                         *CURRENT SURVEY CONTROL
 DE8338  ___________________________________________________________________
 DE8338* NAD 83(1996)-  46 53 08.90683(N)    094 19 16.25522(W)     ADJUSTED  
 DE8338* NAVD 88     -       413.857  (meters)    1357.80   (feet)  ADJUSTED  
 DE8338  ___________________________________________________________________
 DE8338  X           -    -329,059.103 (meters)                     COMP
 DE8338  Y           -  -4,354,812.545 (meters)                     COMP
 DE8338  Z           -   4,633,379.321 (meters)                     COMP
 DE8338  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 DE8338  ELLIP HEIGHT-         385.73  (meters)          (10/21/02) GPS OBS
 DE8338  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DE8338  DYNAMIC HT  -         413.877 (meters)    1357.86  (feet)  COMP
 DE8338  MODELED GRAV-     980,650.6   (mgal)                       NAVD 88
 DE8338
 DE8338  HORZ ORDER  -  FIRST
 DE8338  VERT ORDER  -  SECOND    CLASS I
 DE8338  ELLP ORDER  -  THIRD     CLASS II
 DE8338
 DE8338.The horizontal coordinates were established by GPS observations
 DE8338.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8338
 DE8338.The orthometric height was determined by differential leveling
 DE8338.and adjusted by the National Geodetic Survey in August 2004..
 DE8338
 DE8338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8338
 DE8338.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8338
 DE8338.The ellipsoidal height was determined by GPS observations
 DE8338.and is referenced to NAD 83.
 DE8338
 DE8338.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8338;SPC MN C     -   309,608.211   794,574.831   MT  0.99996825   -0 03 05.4
 DE8338;UTM  15      - 5,193,321.679   399,343.148   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 50.7
 DE8338:UTM  15      -  1111 E                                   055 21 37.6
 DE8338
 DE8338|---------------------------------------------------------------------|
 DE8338| PID    Reference Object                     Distance      Geod. Az  |
 DE8338|                                                           dddmmss.s |
 DE8338| DE8339 1111 E                              APPROX. 1.1 KM 0542345.3 |
 DE8338|---------------------------------------------------------------------|
 DE8338
 DE8338                          SUPERSEDED SURVEY CONTROL
 DE8338
 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: 15TUM9934393322(NAD 83)
 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 - October 04, 1999
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8339 ***********************************************************************
 DE8339  DESIGNATION -  1111 E
 DE8339  PID         -  DE8339
 DE8339  STATE/COUNTY-  MN/CASS
 DE8339  USGS QUAD   -  WOMAN LAKE (1996)
 DE8339
 DE8339                         *CURRENT SURVEY CONTROL
 DE8339  ___________________________________________________________________
 DE8339* NAD 83(1996)-  46 53 30.44216(N)    094 18 32.37824(W)     ADJUSTED  
 DE8339* NAVD 88     -       413.431  (meters)    1356.40   (feet)  ADJUSTED  
 DE8339  ___________________________________________________________________
 DE8339  X           -    -328,096.232 (meters)                     COMP
 DE8339  Y           -  -4,354,398.014 (meters)                     COMP
 DE8339  Z           -   4,633,833.517 (meters)                     COMP
 DE8339  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 DE8339  ELLIP HEIGHT-         385.30  (meters)          (10/21/02) GPS OBS
 DE8339  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DE8339  DYNAMIC HT  -         413.451 (meters)    1356.46  (feet)  COMP
 DE8339  MODELED GRAV-     980,650.1   (mgal)                       NAVD 88
 DE8339
 DE8339  HORZ ORDER  -  FIRST
 DE8339  VERT ORDER  -  SECOND    CLASS I
 DE8339  ELLP ORDER  -  THIRD     CLASS II
 DE8339
 DE8339.The horizontal coordinates were established by GPS observations
 DE8339.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8339
 DE8339.The orthometric height was determined by differential leveling
 DE8339.and adjusted by the National Geodetic Survey in August 2004..
 DE8339
 DE8339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8339
 DE8339.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8339
 DE8339.The ellipsoidal height was determined by GPS observations
 DE8339.and is referenced to NAD 83.
 DE8339
 DE8339.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8339;SPC MN C     -   310,272.442   795,504.244   MT  0.99996926   -0 02 33.6
 DE8339;UTM  15      - 5,193,970.856   400,282.797   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  =   0.99966183
 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  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: 15TVM0028393971(NAD 83)
 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 - October 04, 1999
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8340 ***********************************************************************
 DE8340  DESIGNATION -  1111 F
 DE8340  PID         -  DE8340
 DE8340  STATE/COUNTY-  MN/CASS
 DE8340  USGS QUAD   -  WOMAN LAKE (1996)
 DE8340
 DE8340                         *CURRENT SURVEY CONTROL
 DE8340  ___________________________________________________________________
 DE8340* NAD 83(1996)-  46 54 18.64517(N)    094 17 02.28541(W)     ADJUSTED  
 DE8340* NAVD 88     -       409.698  (meters)    1344.15   (feet)  ADJUSTED  
 DE8340  ___________________________________________________________________
 DE8340  X           -    -326,112.891 (meters)                     COMP
 DE8340  Y           -  -4,353,454.453 (meters)                     COMP
 DE8340  Z           -   4,634,847.899 (meters)                     COMP
 DE8340  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 DE8340  ELLIP HEIGHT-         381.50  (meters)          (10/21/02) GPS OBS
 DE8340  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DE8340  DYNAMIC HT  -         409.717 (meters)    1344.21  (feet)  COMP
 DE8340  MODELED GRAV-     980,649.2   (mgal)                       NAVD 88
 DE8340
 DE8340  HORZ ORDER  -  FIRST
 DE8340  VERT ORDER  -  SECOND    CLASS I
 DE8340  ELLP ORDER  -  THIRD     CLASS II
 DE8340
 DE8340.The horizontal coordinates were established by GPS observations
 DE8340.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8340
 DE8340.The orthometric height was determined by differential leveling
 DE8340.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8340
 DE8340.The ellipsoidal height was determined by GPS observations
 DE8340.and is referenced to NAD 83.
 DE8340
 DE8340.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8340;SPC MN C     -   311,759.799   797,412.024   MT  0.99997157   -0 01 28.5
 DE8340;UTM  15      - 5,195,427.258   402,213.553   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  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: 15TVM0221495427(NAD 83)
 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 = OCTOBER  6, 2006
 DE8341 ***********************************************************************
 DE8341  DESIGNATION -  1111 G
 DE8341  PID         -  DE8341
 DE8341  STATE/COUNTY-  MN/CASS
 DE8341  USGS QUAD   -  WOMAN LAKE (1996)
 DE8341
 DE8341                         *CURRENT SURVEY CONTROL
 DE8341  ___________________________________________________________________
 DE8341* NAD 83(1996)-  46 55 34.24349(N)    094 15 33.09409(W)     ADJUSTED  
 DE8341* NAVD 88     -       421.713  (meters)    1383.57   (feet)  ADJUSTED  
 DE8341  ___________________________________________________________________
 DE8341  X           -    -324,104.349 (meters)                     COMP
 DE8341  Y           -  -4,351,902.833 (meters)                     COMP
 DE8341  Z           -   4,636,451.390 (meters)                     COMP
 DE8341  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 DE8341  ELLIP HEIGHT-         393.49  (meters)          (10/21/02) GPS OBS
 DE8341  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DE8341  DYNAMIC HT  -         421.734 (meters)    1383.64  (feet)  COMP
 DE8341  MODELED GRAV-     980,649.1   (mgal)                       NAVD 88
 DE8341
 DE8341  HORZ ORDER  -  FIRST
 DE8341  VERT ORDER  -  SECOND    CLASS I
 DE8341  ELLP ORDER  -  THIRD     CLASS II
 DE8341
 DE8341.The horizontal coordinates were established by GPS observations
 DE8341.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8341
 DE8341.The orthometric height was determined by differential leveling
 DE8341.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8341
 DE8341.The ellipsoidal height was determined by GPS observations
 DE8341.and is referenced to NAD 83.
 DE8341
 DE8341.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8341;SPC MN C     -   314,093.724   799,299.887   MT  0.99997529   -0 00 23.9
 DE8341;UTM  15      - 5,197,730.205   404,137.875   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  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: 15TVM0413897730(NAD 83)
 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 = OCTOBER  6, 2006
 DE8342 ***********************************************************************
 DE8342  DESIGNATION -  1111 H
 DE8342  PID         -  DE8342
 DE8342  STATE/COUNTY-  MN/CASS
 DE8342  USGS QUAD   -  LONGVILLE (1996)
 DE8342
 DE8342                         *CURRENT SURVEY CONTROL
 DE8342  ___________________________________________________________________
 DE8342* NAD 83(1996)-  46 56 11.45915(N)    094 14 43.47269(W)     ADJUSTED  
 DE8342* NAVD 88     -       407.687  (meters)    1337.55   (feet)  ADJUSTED  
 DE8342  ___________________________________________________________________
 DE8342  X           -    -322,994.531 (meters)                     COMP
 DE8342  Y           -  -4,351,133.804 (meters)                     COMP
 DE8342  Z           -   4,637,225.957 (meters)                     COMP
 DE8342  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 DE8342  ELLIP HEIGHT-         379.44  (meters)          (10/21/02) GPS OBS
 DE8342  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 DE8342  DYNAMIC HT  -         407.706 (meters)    1337.62  (feet)  COMP
 DE8342  MODELED GRAV-     980,649.0   (mgal)                       NAVD 88
 DE8342
 DE8342  HORZ ORDER  -  FIRST
 DE8342  VERT ORDER  -  SECOND    CLASS I
 DE8342  ELLP ORDER  -  THIRD     CLASS II
 DE8342
 DE8342.The horizontal coordinates were established by GPS observations
 DE8342.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8342
 DE8342.The orthometric height was determined by differential leveling
 DE8342.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8342
 DE8342.The ellipsoidal height was determined by GPS observations
 DE8342.and is referenced to NAD 83.
 DE8342
 DE8342.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8342;SPC MN C     -   315,242.901   800,349.572   MT  0.99997717   +0 00 12.0
 DE8342;UTM  15      - 5,198,862.206   405,205.461   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  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_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 = OCTOBER  6, 2006
 DE8343 ***********************************************************************
 DE8343  DESIGNATION -  1111 J
 DE8343  PID         -  DE8343
 DE8343  STATE/COUNTY-  MN/CASS
 DE8343  USGS QUAD   -  LONGVILLE (1996)
 DE8343
 DE8343                         *CURRENT SURVEY CONTROL
 DE8343  ___________________________________________________________________
 DE8343* NAD 83(1996)-  46 57 24.52082(N)    094 13 21.88721(W)     ADJUSTED  
 DE8343* NAVD 88     -       428.393  (meters)    1405.49   (feet)  ADJUSTED  
 DE8343  ___________________________________________________________________
 DE8343  X           -    -321,153.103 (meters)                     COMP
 DE8343  Y           -  -4,349,631.014 (meters)                     COMP
 DE8343  Z           -   4,638,781.380 (meters)                     COMP
 DE8343  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 DE8343  ELLIP HEIGHT-         400.08  (meters)          (10/21/02) GPS OBS
 DE8343  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DE8343  DYNAMIC HT  -         428.414 (meters)    1405.55  (feet)  COMP
 DE8343  MODELED GRAV-     980,649.7   (mgal)                       NAVD 88
 DE8343
 DE8343  HORZ ORDER  -  FIRST
 DE8343  VERT ORDER  -  SECOND    CLASS I
 DE8343  ELLP ORDER  -  THIRD     CLASS II
 DE8343
 DE8343.The horizontal coordinates were established by GPS observations
 DE8343.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8343
 DE8343.The orthometric height was determined by differential leveling
 DE8343.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8343
 DE8343.The ellipsoidal height was determined by GPS observations
 DE8343.and is referenced to NAD 83.
 DE8343
 DE8343.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8343;SPC MN C     -   317,499.382   802,074.426   MT  0.99998097   +0 01 11.0
 DE8343;UTM  15      - 5,201,090.302   406,965.588   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  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: 15TVN0696601090(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8344 ***********************************************************************
 DE8344  DESIGNATION -  1111 K
 DE8344  PID         -  DE8344
 DE8344  STATE/COUNTY-  MN/CASS
 DE8344  USGS QUAD   -  LONGVILLE (1996)
 DE8344
 DE8344                         *CURRENT SURVEY CONTROL
 DE8344  ___________________________________________________________________
 DE8344* NAD 83(1996)-  46 58 09.08717(N)    094 12 51.71700(W)     ADJUSTED  
 DE8344* NAVD 88     -       423.009  (meters)    1387.82   (feet)  ADJUSTED  
 DE8344  ___________________________________________________________________
 DE8344  X           -    -320,442.685 (meters)                     COMP
 DE8344  Y           -  -4,348,671.023 (meters)                     COMP
 DE8344  Z           -   4,639,716.739 (meters)                     COMP
 DE8344  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 DE8344  ELLIP HEIGHT-         394.69  (meters)          (10/21/02) GPS OBS
 DE8344  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DE8344  DYNAMIC HT  -         423.030 (meters)    1387.89  (feet)  COMP
 DE8344  MODELED GRAV-     980,651.0   (mgal)                       NAVD 88
 DE8344
 DE8344  HORZ ORDER  -  FIRST
 DE8344  VERT ORDER  -  SECOND    CLASS I
 DE8344  ELLP ORDER  -  THIRD     CLASS II
 DE8344
 DE8344.The horizontal coordinates were established by GPS observations
 DE8344.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8344
 DE8344.The orthometric height was determined by differential leveling
 DE8344.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8344
 DE8344.The ellipsoidal height was determined by GPS observations
 DE8344.and is referenced to NAD 83.
 DE8344
 DE8344.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8344;SPC MN C     -   318,875.845   802,711.704   MT  0.99998334   +0 01 32.8
 DE8344;UTM  15      - 5,202,456.054   407,624.547   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 47.3
 DE8344:UTM  15      -  1111 L                                   018 43 36.0
 DE8344
 DE8344|---------------------------------------------------------------------|
 DE8344| PID    Reference Object                     Distance      Geod. Az  |
 DE8344|                                                           dddmmss.s |
 DE8344| DE8345 1111 L                              APPROX. 1.3 KM 0175020.1 |
 DE8344| DE8343 1111 J                              APPROX. 1.5 KM 2045208.8 |
 DE8344|---------------------------------------------------------------------|
 DE8344
 DE8344                          SUPERSEDED SURVEY CONTROL
 DE8344
 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: 15TVN0762502456(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8345 ***********************************************************************
 DE8345  DESIGNATION -  1111 L
 DE8345  PID         -  DE8345
 DE8345  STATE/COUNTY-  MN/CASS
 DE8345  USGS QUAD   -  LONGVILLE (1996)
 DE8345
 DE8345                         *CURRENT SURVEY CONTROL
 DE8345  ___________________________________________________________________
 DE8345* NAD 83(1996)-  46 58 47.77598(N)    094 12 33.52468(W)     ADJUSTED  
 DE8345* NAVD 88     -       408.360  (meters)    1339.76   (feet)  ADJUSTED  
 DE8345  ___________________________________________________________________
 DE8345  X           -    -319,994.289 (meters)                     COMP
 DE8345  Y           -  -4,347,818.176 (meters)                     COMP
 DE8345  Z           -   4,640,521.259 (meters)                     COMP
 DE8345  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 DE8345  ELLIP HEIGHT-         380.02  (meters)          (10/21/02) GPS OBS
 DE8345  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DE8345  DYNAMIC HT  -         408.381 (meters)    1339.83  (feet)  COMP
 DE8345  MODELED GRAV-     980,652.5   (mgal)                       NAVD 88
 DE8345
 DE8345  HORZ ORDER  -  FIRST
 DE8345  VERT ORDER  -  SECOND    CLASS I
 DE8345  ELLP ORDER  -  THIRD     CLASS II
 DE8345
 DE8345.The horizontal coordinates were established by GPS observations
 DE8345.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8345
 DE8345.The orthometric height was determined by differential leveling
 DE8345.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8345
 DE8345.The ellipsoidal height was determined by GPS observations
 DE8345.and is referenced to NAD 83.
 DE8345
 DE8345.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8345;SPC MN C     -   320,070.748   803,095.648   MT  0.99998544   +0 01 46.0
 DE8345;UTM  15      - 5,203,644.349   408,027.381   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 47.4
 DE8345:UTM  15      -  1111 K                                   198 43 36.5
 DE8345
 DE8345|---------------------------------------------------------------------|
 DE8345| PID    Reference Object                     Distance      Geod. Az  |
 DE8345|                                                           dddmmss.s |
 DE8345| DE8344 1111 K                              APPROX. 1.3 KM 1975033.4 |
 DE8345|---------------------------------------------------------------------|
 DE8345
 DE8345                          SUPERSEDED SURVEY CONTROL
 DE8345
 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_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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8346 ***********************************************************************
 DE8346  DESIGNATION -  1111 M
 DE8346  PID         -  DE8346
 DE8346  STATE/COUNTY-  MN/CASS
 DE8346  USGS QUAD   -  TOWN LINE LAKE (1996)
 DE8346
 DE8346                         *CURRENT SURVEY CONTROL
 DE8346  ___________________________________________________________________
 DE8346* NAD 83(1996)-  47 00 26.04755(N)    094 12 50.48883(W)     ADJUSTED  
 DE8346* NAVD 88     -       425.128  (meters)    1394.77   (feet)  ADJUSTED  
 DE8346  ___________________________________________________________________
 DE8346  X           -    -320,189.631 (meters)                     COMP
 DE8346  Y           -  -4,345,589.922 (meters)                     COMP
 DE8346  Z           -   4,642,603.573 (meters)                     COMP
 DE8346  LAPLACE CORR-          -6.17  (seconds)                    DEFLEC99
 DE8346  ELLIP HEIGHT-         396.81  (meters)          (10/21/02) GPS OBS
 DE8346  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 DE8346  DYNAMIC HT  -         425.153 (meters)    1394.86  (feet)  COMP
 DE8346  MODELED GRAV-     980,658.4   (mgal)                       NAVD 88
 DE8346
 DE8346  HORZ ORDER  -  FIRST
 DE8346  VERT ORDER  -  SECOND    CLASS I
 DE8346  ELLP ORDER  -  THIRD     CLASS II
 DE8346
 DE8346.The horizontal coordinates were established by GPS observations
 DE8346.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8346
 DE8346.The orthometric height was determined by differential leveling
 DE8346.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8346
 DE8346.The ellipsoidal height was determined by GPS observations
 DE8346.and is referenced to NAD 83.
 DE8346
 DE8346.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8346;SPC MN C     -   323,105.238   802,735.745   MT  0.99999093   +0 01 33.7
 DE8346;UTM  15      - 5,206,683.331   407,716.009   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  =   0.99992873
 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  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_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 = OCTOBER  6, 2006
 DE8347 ***********************************************************************
 DE8347  DESIGNATION -  1111 N
 DE8347  PID         -  DE8347
 DE8347  STATE/COUNTY-  MN/CASS
 DE8347  USGS QUAD   -  TOWN LINE LAKE (1996)
 DE8347
 DE8347                         *CURRENT SURVEY CONTROL
 DE8347  ___________________________________________________________________
 DE8347* NAD 83(1996)-  47 01 13.30227(N)    094 12 50.60718(W)     ADJUSTED  
 DE8347* NAVD 88     -       424.132  (meters)    1391.51   (feet)  ADJUSTED  
 DE8347  ___________________________________________________________________
 DE8347  X           -    -320,113.629 (meters)                     COMP
 DE8347  Y           -  -4,344,524.412 (meters)                     COMP
 DE8347  Z           -   4,643,597.878 (meters)                     COMP
 DE8347  LAPLACE CORR-          -6.52  (seconds)                    DEFLEC99
 DE8347  ELLIP HEIGHT-         395.83  (meters)          (10/21/02) GPS OBS
 DE8347  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DE8347  DYNAMIC HT  -         424.159 (meters)    1391.60  (feet)  COMP
 DE8347  MODELED GRAV-     980,663.9   (mgal)                       NAVD 88
 DE8347
 DE8347  HORZ ORDER  -  FIRST
 DE8347  VERT ORDER  -  SECOND    CLASS I
 DE8347  ELLP ORDER  -  THIRD     CLASS II
 DE8347
 DE8347.The horizontal coordinates were established by GPS observations
 DE8347.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8347
 DE8347.The orthometric height was determined by differential leveling
 DE8347.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8347
 DE8347.The ellipsoidal height was determined by GPS observations
 DE8347.and is referenced to NAD 83.
 DE8347
 DE8347.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8347;SPC MN C     -   324,564.492   802,732.583   MT  0.99999366   +0 01 33.6
 DE8347;UTM  15      - 5,208,142.030   407,736.124   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  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_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 = OCTOBER  6, 2006
 DE8348 ***********************************************************************
 DE8348  DESIGNATION -  1111 P
 DE8348  PID         -  DE8348
 DE8348  STATE/COUNTY-  MN/CASS
 DE8348  USGS QUAD   -  TOWN LINE LAKE (1996)
 DE8348
 DE8348                         *CURRENT SURVEY CONTROL
 DE8348  ___________________________________________________________________
 DE8348* NAD 83(1996)-  47 01 51.67157(N)    094 12 51.71018(W)     ADJUSTED  
 DE8348* NAVD 88     -       422.829  (meters)    1387.23   (feet)  ADJUSTED  
 DE8348  ___________________________________________________________________
 DE8348  X           -    -320,073.083 (meters)                     COMP
 DE8348  Y           -  -4,343,657.185 (meters)                     COMP
 DE8348  Z           -   4,644,404.682 (meters)                     COMP
 DE8348  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 DE8348  ELLIP HEIGHT-         394.54  (meters)          (10/21/02) GPS OBS
 DE8348  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DE8348  DYNAMIC HT  -         422.858 (meters)    1387.33  (feet)  COMP
 DE8348  MODELED GRAV-     980,669.5   (mgal)                       NAVD 88
 DE8348
 DE8348  HORZ ORDER  -  FIRST
 DE8348  VERT ORDER  -  SECOND    CLASS I
 DE8348  ELLP ORDER  -  THIRD     CLASS II
 DE8348
 DE8348.The horizontal coordinates were established by GPS observations
 DE8348.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8348
 DE8348.The orthometric height was determined by differential leveling
 DE8348.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8348
 DE8348.The ellipsoidal height was determined by GPS observations
 DE8348.and is referenced to NAD 83.
 DE8348
 DE8348.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8348;SPC MN C     -   325,749.355   802,708.756   MT  0.99999591   +0 01 32.8
 DE8348;UTM  15      - 5,209,326.778   407,731.209   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  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: 15TVN0773109327(NAD 83)
 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 = OCTOBER  6, 2006
 TC0006 ***********************************************************************
 TC0006  DESIGNATION -  1111=N 1
 TC0006  PID         -  TC0006
 TC0006  STATE/COUNTY-  MN/KOOCHICHING
 TC0006  USGS QUAD   -  BIRCHDALE (1968)
 TC0006
 TC0006                         *CURRENT SURVEY CONTROL
 TC0006  ___________________________________________________________________
 TC0006* NAD 83(1986)-  48 38 30.     (N)    094 06 09.     (W)     SCALED    
 TC0006* NAVD 88     -       338.625  (meters)    1110.97   (feet)  POSTED    
 TC0006  ___________________________________________________________________
 TC0006  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 TC0006  DYNAMIC HT  -         338.710 (meters)    1111.25  (feet)  COMP
 TC0006  MODELED GRAV-     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 National Geodetic Survey in 1992..
 TC0006.No vertical observational check was made to the station.
 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.The geoid height was determined by GEOID03.
 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_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             NGS
 TC0006  HISTORY     - 1981     POOR             NGS
 TC0006
 TC0006                          STATION DESCRIPTION
 TC0006
 TC0006'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 SK0287 ***********************************************************************
 SK0287  DESIGNATION -  1112 A
 SK0287  PID         -  SK0287
 SK0287  STATE/COUNTY-  MN/CASS
 SK0287  USGS QUAD   -  BENEDICT (1996)
 SK0287
 SK0287                         *CURRENT SURVEY CONTROL
 SK0287  ___________________________________________________________________
 SK0287* NAD 83(1986)-  47 08 43.     (N)    094 38 12.     (W)     SCALED    
 SK0287* NAVD 88     -       400.165  (meters)    1312.87   (feet)  ADJUSTED  
 SK0287  ___________________________________________________________________
 SK0287  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 SK0287  DYNAMIC HT  -         400.203 (meters)    1313.00  (feet)  COMP
 SK0287  MODELED GRAV-     980,696.5   (mgal)                       NAVD 88
 SK0287
 SK0287  VERT ORDER  -  FIRST     CLASS II
 SK0287
 SK0287.The horizontal coordinates were scaled from a topographic map and have
 SK0287.an estimated accuracy of +/- 6 seconds.
 SK0287
 SK0287.The orthometric height was determined by differential leveling
 SK0287.and adjusted by the National Geodetic Survey in June 1991..
 SK0287
 SK0287.The geoid height was determined by GEOID03.
 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     -   338,520.      770,670.      MT  (+/- 180 meters Scaled)
 SK0287
 SK0287                          SUPERSEDED SURVEY CONTROL
 SK0287
 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: 15TUN759226(NAD 83)
 SK0287_MARKER: DD = SURVEY DISK
 SK0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0287_SP_SET: MONUMENT
 SK0287_STAMPING: 1112-A 1972
 SK0287_MARK LOGO: MNDT  
 SK0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0287
 SK0287  HISTORY     - Date     Condition        Report By
 SK0287  HISTORY     - 1972     MONUMENTED       MNDT
 SK0287  HISTORY     - 1980     GOOD             NGS
 SK0287
 SK0287                          STATION DESCRIPTION
 SK0287
 SK0287'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0286 ***********************************************************************
 SK0286  DESIGNATION -  1112 B
 SK0286  PID         -  SK0286
 SK0286  STATE/COUNTY-  MN/CASS
 SK0286  USGS QUAD   -  BENEDICT (1996)
 SK0286
 SK0286                         *CURRENT SURVEY CONTROL
 SK0286  ___________________________________________________________________
 SK0286* NAD 83(1986)-  47 08 55.     (N)    094 39 18.     (W)     SCALED    
 SK0286* NAVD 88     -       397.376  (meters)    1303.72   (feet)  ADJUSTED  
 SK0286  ___________________________________________________________________
 SK0286  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 SK0286  DYNAMIC HT  -         397.413 (meters)    1303.85  (feet)  COMP
 SK0286  MODELED GRAV-     980,693.6   (mgal)                       NAVD 88
 SK0286
 SK0286  VERT ORDER  -  SECOND    CLASS 0
 SK0286
 SK0286.The horizontal coordinates were scaled from a topographic map and have
 SK0286.an estimated accuracy of +/- 6 seconds.
 SK0286
 SK0286.The orthometric height was determined by differential leveling
 SK0286.and adjusted by the National Geodetic Survey in June 1991..
 SK0286
 SK0286.The geoid height was determined by GEOID03.
 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     -   338,900.      769,280.      MT  (+/- 180 meters Scaled)
 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: 15TUN745230(NAD 83)
 SK0286_MARKER: DD = SURVEY DISK
 SK0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0286_SP_SET: MONUMENT
 SK0286_STAMPING: 1112-B 1972
 SK0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0286
 SK0286  HISTORY     - Date     Condition        Report By
 SK0286  HISTORY     - 1972     MONUMENTED       MNDT
 SK0286
 SK0286                          STATION DESCRIPTION
 SK0286
 SK0286'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6180 ***********************************************************************
 DE6180  DESIGNATION -  1113 A
 DE6180  PID         -  DE6180
 DE6180  STATE/COUNTY-  MN/CASS
 DE6180  USGS QUAD   -  OSHAWA (1980)
 DE6180
 DE6180                         *CURRENT SURVEY CONTROL
 DE6180  ___________________________________________________________________
 DE6180* NAD 83(1996)-  46 48 13.36667(N)    094 40 53.42700(W)     ADJUSTED  
 DE6180* NAVD 88     -       429.798  (meters)    1410.10   (feet)  ADJUSTED  
 DE6180  ___________________________________________________________________
 DE6180  X           -    -356,983.576 (meters)                     COMP
 DE6180  Y           -  -4,359,304.079 (meters)                     COMP
 DE6180  Z           -   4,627,148.769 (meters)                     COMP
 DE6180  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 DE6180  ELLIP HEIGHT-         402.17  (meters)          (09/24/02) GPS OBS
 DE6180  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DE6180  DYNAMIC HT  -         429.818 (meters)    1410.16  (feet)  COMP
 DE6180  MODELED GRAV-     980,647.9   (mgal)                       NAVD 88
 DE6180
 DE6180  HORZ ORDER  -  FIRST
 DE6180  VERT ORDER  -  SECOND    CLASS I
 DE6180  ELLP ORDER  -  FOURTH    CLASS I
 DE6180
 DE6180.The horizontal coordinates were established by GPS observations
 DE6180.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6180
 DE6180.The orthometric height was determined by differential leveling
 DE6180.and adjusted by the National Geodetic Survey in August 2002..
 DE6180
 DE6180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6180
 DE6180.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6180
 DE6180.The ellipsoidal height was determined by GPS observations
 DE6180.and is referenced to NAD 83.
 DE6180
 DE6180.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6180;SPC MN C     -   300,569.579   767,062.898   MT  0.99995548   -0 18 43.7
 DE6180;UTM  15      - 5,184,724.539   371,696.135   MT  0.99980233   -1 13 33.6
 DE6180
 DE6180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6180!SPC MN C     -   0.99993696  x   0.99995548  =   0.99989245
 DE6180!UTM  15      -   0.99993696  x   0.99980233  =   0.99973930
 DE6180
 DE6180                          SUPERSEDED SURVEY CONTROL
 DE6180
 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: 15TUM7169684725(NAD 83)
 DE6180_MARKER: DD = SURVEY DISK
 DE6180_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6180_STAMPING: 1113 A 1998
 DE6180_MARK LOGO: MNDT  
 DE6180_PROJECTION: FLUSH
 DE6180_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6180+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 DE6180_ROD/PIPE-DEPTH:  7.6 meters
 DE6180
 DE6180  HISTORY     - Date     Condition        Report By
 DE6180  HISTORY     - 1998     MONUMENTED       MNDT
 DE6180  HISTORY     - 1998     GOOD             MNDT
 DE6180  HISTORY     - 20010319 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6181 ***********************************************************************
 DE6181  DESIGNATION -  1113 B
 DE6181  PID         -  DE6181
 DE6181  STATE/COUNTY-  MN/CASS
 DE6181  USGS QUAD   -  OSHAWA (1980)
 DE6181
 DE6181                         *CURRENT SURVEY CONTROL
 DE6181  ___________________________________________________________________
 DE6181* NAD 83(1996)-  46 48 12.28947(N)    094 39 35.35590(W)     ADJUSTED  
 DE6181* NAVD 88     -       436.861  (meters)    1433.27   (feet)  ADJUSTED  
 DE6181  ___________________________________________________________________
 DE6181  X           -    -355,335.918 (meters)                     COMP
 DE6181  Y           -  -4,359,467.859 (meters)                     COMP
 DE6181  Z           -   4,627,131.131 (meters)                     COMP
 DE6181  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 DE6181  ELLIP HEIGHT-         409.21  (meters)          (09/24/02) GPS OBS
 DE6181  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DE6181  DYNAMIC HT  -         436.879 (meters)    1433.33  (feet)  COMP
 DE6181  MODELED GRAV-     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 September 2002..
 DE6181
 DE6181.The orthometric height was determined by differential leveling
 DE6181.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6181
 DE6181.The ellipsoidal height was determined by GPS observations
 DE6181.and is referenced to NAD 83.
 DE6181
 DE6181.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6181;SPC MN C     -   300,527.526   768,718.042   MT  0.99995544   -0 17 47.3
 DE6181;UTM  15      - 5,184,656.105   373,350.140   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  =   0.99973302
 DE6181
 DE6181|---------------------------------------------------------------------|
 DE6181| PID    Reference Object                     Distance      Geod. Az  |
 DE6181|                                                           dddmmss.s |
 DE6181| RO0922 ANDER                               306.297 METERS 08157     |
 DE6181|---------------------------------------------------------------------|
 DE6181
 DE6181                          SUPERSEDED SURVEY CONTROL
 DE6181
 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_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 NOT SUITABLE FOR
 DE6181+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 DE6181_ROD/PIPE-DEPTH:  4.6 meters
 DE6181
 DE6181  HISTORY     - Date     Condition        Report By
 DE6181  HISTORY     - 1998     MONUMENTED       MNDT
 DE6181  HISTORY     - 1998     GOOD             MNDT
 DE6181  HISTORY     - 20010319 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6182 ***********************************************************************
 DE6182  DESIGNATION -  1113 C
 DE6182  PID         -  DE6182
 DE6182  STATE/COUNTY-  MN/CASS
 DE6182  USGS QUAD   -  BACKUS (1970)
 DE6182
 DE6182                         *CURRENT SURVEY CONTROL
 DE6182  ___________________________________________________________________
 DE6182* NAD 83(1996)-  46 48 15.73018(N)    094 36 10.34437(W)     ADJUSTED  
 DE6182* NAVD 88     -       460.155  (meters)    1509.69   (feet)  ADJUSTED  
 DE6182  ___________________________________________________________________
 DE6182  X           -    -350,997.824 (meters)                     COMP
 DE6182  Y           -  -4,359,757.527 (meters)                     COMP
 DE6182  Z           -   4,627,220.805 (meters)                     COMP
 DE6182  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 DE6182  ELLIP HEIGHT-         432.45  (meters)          (09/24/02) GPS OBS
 DE6182  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DE6182  DYNAMIC HT  -         460.171 (meters)    1509.74  (feet)  COMP
 DE6182  MODELED GRAV-     980,634.8   (mgal)                       NAVD 88
 DE6182
 DE6182  HORZ ORDER  -  FIRST
 DE6182  VERT ORDER  -  SECOND    CLASS I
 DE6182  ELLP ORDER  -  FOURTH    CLASS I
 DE6182
 DE6182.The horizontal coordinates were established by GPS observations
 DE6182.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6182
 DE6182.The orthometric height was determined by differential leveling
 DE6182.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6182
 DE6182.The ellipsoidal height was determined by GPS observations
 DE6182.and is referenced to NAD 83.
 DE6182
 DE6182.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6182;SPC MN C     -   300,612.839   773,065.341   MT  0.99995558   -0 15 19.0
 DE6182;UTM  15      - 5,184,672.092   377,697.530   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  =   0.99971608
 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  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: 15TUM7769884672(NAD 83)
 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 = OCTOBER  6, 2006
 DE6183 ***********************************************************************
 DE6183  DESIGNATION -  1113 D
 DE6183  PID         -  DE6183
 DE6183  STATE/COUNTY-  MN/CASS
 DE6183  USGS QUAD   -  BACKUS (1970)
 DE6183
 DE6183                         *CURRENT SURVEY CONTROL
 DE6183  ___________________________________________________________________
 DE6183* NAD 83(1996)-  46 47 56.44138(N)    094 35 27.18246(W)     ADJUSTED  
 DE6183* NAVD 88     -       451.126  (meters)    1480.07   (feet)  ADJUSTED  
 DE6183  ___________________________________________________________________
 DE6183  X           -    -350,119.777 (meters)                     COMP
 DE6183  Y           -  -4,360,257.550 (meters)                     COMP
 DE6183  Z           -   4,626,806.454 (meters)                     COMP
 DE6183  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 DE6183  ELLIP HEIGHT-         423.40  (meters)          (09/24/02) GPS OBS
 DE6183  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DE6183  DYNAMIC HT  -         451.142 (meters)    1480.12  (feet)  COMP
 DE6183  MODELED GRAV-     980,635.8   (mgal)                       NAVD 88
 DE6183
 DE6183  HORZ ORDER  -  FIRST
 DE6183  VERT ORDER  -  SECOND    CLASS I
 DE6183  ELLP ORDER  -  FOURTH    CLASS I
 DE6183
 DE6183.The horizontal coordinates were established by GPS observations
 DE6183.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6183
 DE6183.The orthometric height was determined by differential leveling
 DE6183.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6183
 DE6183.The ellipsoidal height was determined by GPS observations
 DE6183.and is referenced to NAD 83.
 DE6183
 DE6183.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6183;SPC MN C     -   300,013.231   773,977.919   MT  0.99995481   -0 14 47.7
 DE6183;UTM  15      - 5,184,058.119   378,600.278   MT  0.99978114   -1 09 35.4
 DE6183
 DE6183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6183!SPC MN C     -   0.99993363  x   0.99995481  =   0.99988845
 DE6183!UTM  15      -   0.99993363  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  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_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 = OCTOBER  6, 2006
 DE6184 ***********************************************************************
 DE6184  DESIGNATION -  1113 E
 DE6184  PID         -  DE6184
 DE6184  STATE/COUNTY-  MN/CASS
 DE6184  USGS QUAD   -  BACKUS (1970)
 DE6184
 DE6184                         *CURRENT SURVEY CONTROL
 DE6184  ___________________________________________________________________
 DE6184* NAD 83(1996)-  46 47 51.27279(N)    094 34 22.24765(W)     ADJUSTED  
 DE6184* NAVD 88     -       436.889  (meters)    1433.36   (feet)  ADJUSTED  
 DE6184  ___________________________________________________________________
 DE6184  X           -    -348,755.592 (meters)                     COMP
 DE6184  Y           -  -4,360,473.806 (meters)                     COMP
 DE6184  Z           -   4,626,686.792 (meters)                     COMP
 DE6184  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 DE6184  ELLIP HEIGHT-         409.14  (meters)          (09/24/02) GPS OBS
 DE6184  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DE6184  DYNAMIC HT  -         436.905 (meters)    1433.41  (feet)  COMP
 DE6184  MODELED GRAV-     980,638.3   (mgal)                       NAVD 88
 DE6184
 DE6184  HORZ ORDER  -  FIRST
 DE6184  VERT ORDER  -  SECOND    CLASS I
 DE6184  ELLP ORDER  -  FOURTH    CLASS I
 DE6184
 DE6184.The horizontal coordinates were established by GPS observations
 DE6184.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6184
 DE6184.The orthometric height was determined by differential leveling
 DE6184.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6184
 DE6184.The ellipsoidal height was determined by GPS observations
 DE6184.and is referenced to NAD 83.
 DE6184
 DE6184.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6184;SPC MN C     -   299,847.866   775,354.186   MT  0.99995461   -0 14 00.8
 DE6184;UTM  15      - 5,183,870.874   379,973.494   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  =   0.99989048
 DE6184!UTM  15      -   0.99993587  x   0.99977707  =   0.99971295
 DE6184
 DE6184                          SUPERSEDED SURVEY CONTROL
 DE6184
 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: 15TUM7997383871(NAD 83)
 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 = OCTOBER  6, 2006
 DE6185 ***********************************************************************
 DE6185  DESIGNATION -  1113 F
 DE6185  PID         -  DE6185
 DE6185  STATE/COUNTY-  MN/CASS
 DE6185  USGS QUAD   -  BACKUS (1970)
 DE6185
 DE6185                         *CURRENT SURVEY CONTROL
 DE6185  ___________________________________________________________________
 DE6185* NAD 83(1996)-  46 47 53.22905(N)    094 31 59.57299(W)     ADJUSTED  
 DE6185* NAVD 88     -       411.743  (meters)    1350.86   (feet)  ADJUSTED  
 DE6185  ___________________________________________________________________
 DE6185  X           -    -345,734.498 (meters)                     COMP
 DE6185  Y           -  -4,360,652.902 (meters)                     COMP
 DE6185  Z           -   4,626,709.780 (meters)                     COMP
 DE6185  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 DE6185  ELLIP HEIGHT-         383.94  (meters)          (09/24/02) GPS OBS
 DE6185  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DE6185  DYNAMIC HT  -         411.760 (meters)    1350.92  (feet)  COMP
 DE6185  MODELED GRAV-     980,642.9   (mgal)                       NAVD 88
 DE6185
 DE6185  HORZ ORDER  -  FIRST
 DE6185  VERT ORDER  -  SECOND    CLASS I
 DE6185  ELLP ORDER  -  FOURTH    CLASS I
 DE6185
 DE6185.The horizontal coordinates were established by GPS observations
 DE6185.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6185
 DE6185.The orthometric height was determined by differential leveling
 DE6185.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6185
 DE6185.The ellipsoidal height was determined by GPS observations
 DE6185.and is referenced to NAD 83.
 DE6185
 DE6185.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6185;SPC MN C     -   299,896.696   778,379.848   MT  0.99995469   -0 12 17.5
 DE6185;UTM  15      - 5,183,871.487   382,998.999   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  =   0.99989451
 DE6185!UTM  15      -   0.99993982  x   0.99976826  =   0.99970809
 DE6185
 DE6185                          SUPERSEDED SURVEY CONTROL
 DE6185
 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: 15TUM8299983871(NAD 83)
 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 = OCTOBER  6, 2006
 DE6186 ***********************************************************************
 DE6186  DESIGNATION -  1113 G
 DE6186  PID         -  DE6186
 DE6186  STATE/COUNTY-  MN/CASS
 DE6186  USGS QUAD   -  BACKUS (1970)
 DE6186
 DE6186                         *CURRENT SURVEY CONTROL
 DE6186  ___________________________________________________________________
 DE6186* NAD 83(1996)-  46 48 08.55483(N)    094 30 47.41375(W)     ADJUSTED  
 DE6186* NAVD 88     -       409.041  (meters)    1342.00   (feet)  ADJUSTED  
 DE6186  ___________________________________________________________________
 DE6186  X           -    -344,181.660 (meters)                     COMP
 DE6186  Y           -  -4,360,427.782 (meters)                     COMP
 DE6186  Z           -   4,627,031.773 (meters)                     COMP
 DE6186  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 DE6186  ELLIP HEIGHT-         381.21  (meters)          (09/24/02) GPS OBS
 DE6186  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DE6186  DYNAMIC HT  -         409.058 (meters)    1342.05  (feet)  COMP
 DE6186  MODELED GRAV-     980,643.8   (mgal)                       NAVD 88
 DE6186
 DE6186  HORZ ORDER  -  FIRST
 DE6186  VERT ORDER  -  SECOND    CLASS I
 DE6186  ELLP ORDER  -  FOURTH    CLASS I
 DE6186
 DE6186.The horizontal coordinates were established by GPS observations
 DE6186.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6186
 DE6186.The orthometric height was determined by differential leveling
 DE6186.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6186
 DE6186.The ellipsoidal height was determined by GPS observations
 DE6186.and is referenced to NAD 83.
 DE6186
 DE6186.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6186;SPC MN C     -   300,364.650   779,911.559   MT  0.99995529   -0 11 25.3
 DE6186;UTM  15      - 5,184,314.895   384,537.680   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 47.3
 DE6186:UTM  15      -  1113 H                                   180 44 33.6
 DE6186
 DE6186|---------------------------------------------------------------------|
 DE6186| PID    Reference Object                     Distance      Geod. Az  |
 DE6186|                                                           dddmmss.s |
 DE6186| DE6187 1113 H                              APPROX. 1.3 KM 1793822.0 |
 DE6186|---------------------------------------------------------------------|
 DE6186
 DE6186                          SUPERSEDED SURVEY CONTROL
 DE6186
 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: 15TUM8453884315(NAD 83)
 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 = OCTOBER  6, 2006
 DE6187 ***********************************************************************
 DE6187  DESIGNATION -  1113 H
 DE6187  PID         -  DE6187
 DE6187  STATE/COUNTY-  MN/CASS
 DE6187  USGS QUAD   -  BACKUS (1970)
 DE6187
 DE6187                         *CURRENT SURVEY CONTROL
 DE6187  ___________________________________________________________________
 DE6187* NAD 83(1996)-  46 47 27.76009(N)    094 30 47.03997(W)     ADJUSTED  
 DE6187* NAVD 88     -       411.961  (meters)    1351.58   (feet)  ADJUSTED  
 DE6187  ___________________________________________________________________
 DE6187  X           -    -344,246.174 (meters)                     COMP
 DE6187  Y           -  -4,361,345.867 (meters)                     COMP
 DE6187  Z           -   4,626,171.461 (meters)                     COMP
 DE6187  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 DE6187  ELLIP HEIGHT-         384.14  (meters)          (09/24/02) GPS OBS
 DE6187  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DE6187  DYNAMIC HT  -         411.977 (meters)    1351.63  (feet)  COMP
 DE6187  MODELED GRAV-     980,641.7   (mgal)                       NAVD 88
 DE6187
 DE6187  HORZ ORDER  -  FIRST
 DE6187  VERT ORDER  -  SECOND    CLASS I
 DE6187  ELLP ORDER  -  FOURTH    CLASS I
 DE6187
 DE6187.The horizontal coordinates were established by GPS observations
 DE6187.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6187
 DE6187.The orthometric height was determined by differential leveling
 DE6187.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6187
 DE6187.The ellipsoidal height was determined by GPS observations
 DE6187.and is referenced to NAD 83.
 DE6187
 DE6187.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6187;SPC MN C     -   299,104.959   779,915.300   MT  0.99995370   -0 11 25.1
 DE6187;UTM  15      - 5,183,055.545   384,521.357   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  =   0.99970371
 DE6187
 DE6187:                Primary Azimuth Mark                     Grid Az
 DE6187:SPC MN C     -  1113 G                                   359 49 47.4
 DE6187:UTM  15      -  1113 G                                   000 44 32.9
 DE6187
 DE6187|---------------------------------------------------------------------|
 DE6187| PID    Reference Object                     Distance      Geod. Az  |
 DE6187|                                                           dddmmss.s |
 DE6187| DE6186 1113 G                              APPROX. 1.3 KM 3593822.3 |
 DE6187|---------------------------------------------------------------------|
 DE6187
 DE6187                          SUPERSEDED SURVEY CONTROL
 DE6187
 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: 15TUM8452183056(NAD 83)
 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 = OCTOBER  6, 2006
 DE8349 ***********************************************************************
 DE8349  DESIGNATION -  1114 A
 DE8349  PID         -  DE8349
 DE8349  STATE/COUNTY-  MN/CASS
 DE8349  USGS QUAD   -  MILDRED (1980)
 DE8349
 DE8349                         *CURRENT SURVEY CONTROL
 DE8349  ___________________________________________________________________
 DE8349* NAD 83(1996)-  46 51 01.38323(N)    094 23 03.43772(W)     ADJUSTED  
 DE8349* NAVD 88     -       406.462  (meters)    1333.53   (feet)  ADJUSTED  
 DE8349  ___________________________________________________________________
 DE8349  X           -    -334,074.670 (meters)                     COMP
 DE8349  Y           -  -4,357,308.116 (meters)                     COMP
 DE8349  Z           -   4,630,681.563 (meters)                     COMP
 DE8349  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 DE8349  ELLIP HEIGHT-         378.46  (meters)          (10/21/02) GPS OBS
 DE8349  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DE8349  DYNAMIC HT  -         406.481 (meters)    1333.60  (feet)  COMP
 DE8349  MODELED GRAV-     980,649.3   (mgal)                       NAVD 88
 DE8349
 DE8349  HORZ ORDER  -  FIRST
 DE8349  VERT ORDER  -  SECOND    CLASS I
 DE8349  ELLP ORDER  -  THIRD     CLASS II
 DE8349
 DE8349.The horizontal coordinates were established by GPS observations
 DE8349.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8349
 DE8349.The orthometric height was determined by differential leveling
 DE8349.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8349
 DE8349.The ellipsoidal height was determined by GPS observations
 DE8349.and is referenced to NAD 83.
 DE8349
 DE8349.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8349;SPC MN C     -   305,676.654   789,758.486   MT  0.99996249   -0 05 49.7
 DE8349;UTM  15      - 5,189,468.267   394,465.916   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  =   0.99967758
 DE8349
 DE8349                          SUPERSEDED SURVEY CONTROL
 DE8349
 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: 15TUM9446689468(NAD 83)
 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 = OCTOBER  6, 2006
 DE8350 ***********************************************************************
 DE8350  DESIGNATION -  1114 B
 DE8350  PID         -  DE8350
 DE8350  STATE/COUNTY-  MN/CASS
 DE8350  USGS QUAD   -  MILDRED (1980)
 DE8350
 DE8350                         *CURRENT SURVEY CONTROL
 DE8350  ___________________________________________________________________
 DE8350* NAD 83(1996)-  46 50 27.03448(N)    094 25 57.55311(W)     ADJUSTED  
 DE8350* NAVD 88     -       402.491  (meters)    1320.51   (feet)  ADJUSTED  
 DE8350  ___________________________________________________________________
 DE8350  X           -    -337,812.309 (meters)                     COMP
 DE8350  Y           -  -4,357,793.417 (meters)                     COMP
 DE8350  Z           -   4,629,953.200 (meters)                     COMP
 DE8350  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 DE8350  ELLIP HEIGHT-         374.56  (meters)          (10/21/02) GPS OBS
 DE8350  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DE8350  DYNAMIC HT  -         402.509 (meters)    1320.56  (feet)  COMP
 DE8350  MODELED GRAV-     980,647.4   (mgal)                       NAVD 88
 DE8350
 DE8350  HORZ ORDER  -  FIRST
 DE8350  VERT ORDER  -  SECOND    CLASS I
 DE8350  ELLP ORDER  -  THIRD     CLASS II
 DE8350
 DE8350.The horizontal coordinates were established by GPS observations
 DE8350.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8350
 DE8350.The orthometric height was determined by differential leveling
 DE8350.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8350
 DE8350.The ellipsoidal height was determined by GPS observations
 DE8350.and is referenced to NAD 83.
 DE8350
 DE8350.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8350;SPC MN C     -   304,623.389   786,067.452   MT  0.99996100   -0 07 55.7
 DE8350;UTM  15      - 5,188,474.167   390,759.384   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  =   0.99968797
 DE8350
 DE8350                          SUPERSEDED SURVEY CONTROL
 DE8350
 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_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 = OCTOBER  6, 2006
 DE8351 ***********************************************************************
 DE8351  DESIGNATION -  1114 C
 DE8351  PID         -  DE8351
 DE8351  STATE/COUNTY-  MN/CASS
 DE8351  USGS QUAD   -  MILDRED (1980)
 DE8351
 DE8351                         *CURRENT SURVEY CONTROL
 DE8351  ___________________________________________________________________
 DE8351* NAD 83(1996)-  46 50 25.09567(N)    094 27 02.20054(W)     ADJUSTED  
 DE8351* NAVD 88     -       408.898  (meters)    1341.53   (feet)  ADJUSTED  
 DE8351  ___________________________________________________________________
 DE8351  X           -    -339,181.840 (meters)                     COMP
 DE8351  Y           -  -4,357,735.254 (meters)                     COMP
 DE8351  Z           -   4,629,916.935 (meters)                     COMP
 DE8351  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 DE8351  ELLIP HEIGHT-         380.99  (meters)          (10/21/02) GPS OBS
 DE8351  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DE8351  DYNAMIC HT  -         408.916 (meters)    1341.59  (feet)  COMP
 DE8351  MODELED GRAV-     980,647.7   (mgal)                       NAVD 88
 DE8351
 DE8351  HORZ ORDER  -  FIRST
 DE8351  VERT ORDER  -  SECOND    CLASS I
 DE8351  ELLP ORDER  -  THIRD     CLASS II
 DE8351
 DE8351.The horizontal coordinates were established by GPS observations
 DE8351.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8351
 DE8351.The orthometric height was determined by differential leveling
 DE8351.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8351
 DE8351.The ellipsoidal height was determined by GPS observations
 DE8351.and is referenced to NAD 83.
 DE8351
 DE8351.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8351;SPC MN C     -   304,566.836   784,697.523   MT  0.99996092   -0 08 42.4
 DE8351;UTM  15      - 5,188,439.458   389,389.019   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  =   0.99990120
 DE8351!UTM  15      -   0.99994028  x   0.99975038  =   0.99969068
 DE8351
 DE8351                          SUPERSEDED SURVEY CONTROL
 DE8351
 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_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 = OCTOBER  6, 2006
 DE8352 ***********************************************************************
 DE8352  DESIGNATION -  1114 D
 DE8352  PID         -  DE8352
 DE8352  STATE/COUNTY-  MN/CASS
 DE8352  USGS QUAD   -  MILDRED (1980)
 DE8352
 DE8352                         *CURRENT SURVEY CONTROL
 DE8352  ___________________________________________________________________
 DE8352* NAD 83(1996)-  46 50 04.51171(N)    094 28 53.73561(W)     ADJUSTED  
 DE8352* NAVD 88     -       409.826  (meters)    1344.57   (feet)  ADJUSTED  
 DE8352  ___________________________________________________________________
 DE8352  X           -    -341,574.463 (meters)                     COMP
 DE8352  Y           -  -4,358,014.120 (meters)                     COMP
 DE8352  Z           -   4,629,482.800 (meters)                     COMP
 DE8352  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 DE8352  ELLIP HEIGHT-         381.96  (meters)          (10/21/02) GPS OBS
 DE8352  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DE8352  DYNAMIC HT  -         409.846 (meters)    1344.64  (feet)  COMP
 DE8352  MODELED GRAV-     980,648.3   (mgal)                       NAVD 88
 DE8352
 DE8352  HORZ ORDER  -  FIRST
 DE8352  VERT ORDER  -  SECOND    CLASS I
 DE8352  ELLP ORDER  -  THIRD     CLASS II
 DE8352
 DE8352.The horizontal coordinates were established by GPS observations
 DE8352.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8352
 DE8352.The orthometric height was determined by differential leveling
 DE8352.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8352
 DE8352.The ellipsoidal height was determined by GPS observations
 DE8352.and is referenced to NAD 83.
 DE8352
 DE8352.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8352;SPC MN C     -   303,937.681   782,332.390   MT  0.99996004   -0 10 03.1
 DE8352;UTM  15      - 5,187,848.199   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  =   0.99969704
 DE8352
 DE8352                          SUPERSEDED SURVEY CONTROL
 DE8352
 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: 15TUM8701587848(NAD 83)
 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 = OCTOBER  6, 2006
 RO0318 ***********************************************************************
 RO0318  DESIGNATION -  1115 A
 RO0318  PID         -  RO0318
 RO0318  STATE/COUNTY-  MN/CASS
 RO0318  USGS QUAD   -  MOTLEY (1963)
 RO0318
 RO0318                         *CURRENT SURVEY CONTROL
 RO0318  ___________________________________________________________________
 RO0318* NAD 83(1986)-  46 20 30.     (N)    094 38 37.     (W)     SCALED    
 RO0318* NAVD 88     -       373.451  (meters)    1225.23   (feet)  ADJUSTED  
 RO0318  ___________________________________________________________________
 RO0318  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 RO0318  DYNAMIC HT  -         373.458 (meters)    1225.25  (feet)  COMP
 RO0318  MODELED GRAV-     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
 RO0318.and adjusted by the National Geodetic Survey in June 1991..
 RO0318
 RO0318.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0317 ***********************************************************************
 RO0317  DESIGNATION -  1115 B
 RO0317  PID         -  RO0317
 RO0317  STATE/COUNTY-  MN/CASS
 RO0317  USGS QUAD   -  MOTLEY (1963)
 RO0317
 RO0317                         *CURRENT SURVEY CONTROL
 RO0317  ___________________________________________________________________
 RO0317* NAD 83(1986)-  46 20 36.     (N)    094 38 19.     (W)     SCALED    
 RO0317* NAVD 88     -       372.854  (meters)    1223.27   (feet)  ADJUSTED  
 RO0317  ___________________________________________________________________
 RO0317  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 RO0317  DYNAMIC HT  -         372.860 (meters)    1223.29  (feet)  COMP
 RO0317  MODELED GRAV-     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
 RO0317.and adjusted by the National Geodetic Survey in June 1991..
 RO0317
 RO0317.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0323 ***********************************************************************
 RO0323  DESIGNATION -  1115 C
 RO0323  PID         -  RO0323
 RO0323  STATE/COUNTY-  MN/CASS
 RO0323  USGS QUAD   -  MOTLEY SE (1963)
 RO0323
 RO0323                         *CURRENT SURVEY CONTROL
 RO0323  ___________________________________________________________________
 RO0323* NAD 83(1996)-  46 20 44.54625(N)    094 37 19.16564(W)     ADJUSTED  
 RO0323* NAVD 88     -       379.506  (meters)    1245.10   (feet)  ADJUSTED  
 RO0323  ___________________________________________________________________
 RO0323  X           -    -355,432.127 (meters)                     COMP
 RO0323  Y           -  -4,396,497.002 (meters)                     COMP
 RO0323  Z           -   4,592,112.590 (meters)                     COMP
 RO0323  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 RO0323  ELLIP HEIGHT-         352.41  (meters)          (10/22/03) GPS OBS
 RO0323  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 RO0323  DYNAMIC HT  -         379.513 (meters)    1245.12  (feet)  COMP
 RO0323  MODELED GRAV-     980,622.3   (mgal)                       NAVD 88
 RO0323
 RO0323  HORZ ORDER  -  FIRST
 RO0323  VERT ORDER  -  SECOND    CLASS 0
 RO0323  ELLP ORDER  -  FOURTH    CLASS I
 RO0323
 RO0323.The horizontal coordinates were established by GPS observations
 RO0323.and adjusted by the MN DEPT OF TRANSP in October 2003..
 RO0323
 RO0323.The orthometric height was determined by differential leveling
 RO0323.and adjusted by the National Geodetic Survey in June 1991..
 RO0323
 RO0323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0323
 RO0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0323
 RO0323.The ellipsoidal height was determined by GPS observations
 RO0323.and is referenced to NAD 83.
 RO0323
 RO0323.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RO0323;SPC MN C     -   249,637.412   771,366.716   MT  0.99992204   -0 16 08.7
 RO0323;UTM  15      - 5,133,737.457   375,190.768   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  =   0.99986680
 RO0323!UTM  15      -   0.99994476  x   0.99979148  =   0.99973625
 RO0323
 RO0323                          SUPERSEDED SURVEY CONTROL
 RO0323
 RO0323  NAVD 88 (10/22/03)  379.51   (m)         1245.1    (f) LEVELING    3  
 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: 15TUM7519133737(NAD 83)
 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: MNDT  
 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 - June 27, 2000
 RO0323
 RO0323  HISTORY     - Date     Condition        Report By
 RO0323  HISTORY     - 1973     MONUMENTED       MNDT
 RO0323  HISTORY     - 20000627 GOOD             MNDT
 RO0323
 RO0323                          STATION DESCRIPTION
 RO0323
 RO0323'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0322 ***********************************************************************
 RO0322  DESIGNATION -  1115 D
 RO0322  PID         -  RO0322
 RO0322  STATE/COUNTY-  MN/CASS
 RO0322  USGS QUAD   -  MOTLEY SE (1963)
 RO0322
 RO0322                         *CURRENT SURVEY CONTROL
 RO0322  ___________________________________________________________________
 RO0322* NAD 83(1986)-  46 20 42.     (N)    094 36 01.     (W)     SCALED    
 RO0322* NAVD 88     -       392.743  (meters)    1288.52   (feet)  ADJUSTED  
 RO0322  ___________________________________________________________________
 RO0322  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 RO0322  DYNAMIC HT  -         392.751 (meters)    1288.55  (feet)  COMP
 RO0322  MODELED GRAV-     980,624.1   (mgal)                       NAVD 88
 RO0322
 RO0322  VERT ORDER  -  SECOND    CLASS 0
 RO0322
 RO0322.The horizontal coordinates were scaled from a topographic map and have
 RO0322.an estimated accuracy of +/- 6 seconds.
 RO0322
 RO0322.The orthometric height was determined by differential leveling
 RO0322.and adjusted by the National Geodetic Survey in June 1991..
 RO0322
 RO0322.The geoid height was determined by GEOID03.
 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     -   249,550.      773,040.      MT  (+/- 180 meters Scaled)
 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: 15TUM768336(NAD 83)
 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_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 27, 2000
 RO0322
 RO0322  HISTORY     - Date     Condition        Report By
 RO0322  HISTORY     - 1973     MONUMENTED       MNDT
 RO0322  HISTORY     - 20000627 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0319 ***********************************************************************
 RO0319  DESIGNATION -  1115 F
 RO0319  PID         -  RO0319
 RO0319  STATE/COUNTY-  MN/CASS
 RO0319  USGS QUAD   -  MOTLEY SE (1963)
 RO0319
 RO0319                         *CURRENT SURVEY CONTROL
 RO0319  ___________________________________________________________________
 RO0319* NAD 83(1986)-  46 20 24.     (N)    094 33 37.     (W)     SCALED    
 RO0319* NAVD 88     -       393.790  (meters)    1291.96   (feet)  ADJUSTED  
 RO0319  ___________________________________________________________________
 RO0319  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 RO0319  DYNAMIC HT  -         393.800 (meters)    1291.99  (feet)  COMP
 RO0319  MODELED GRAV-     980,627.8   (mgal)                       NAVD 88
 RO0319
 RO0319  VERT ORDER  -  SECOND    CLASS 0
 RO0319
 RO0319.The horizontal coordinates were scaled from a topographic map and have
 RO0319.an estimated accuracy of +/- 6 seconds.
 RO0319
 RO0319.The orthometric height was determined by differential leveling
 RO0319.and adjusted by the National Geodetic Survey in June 1991..
 RO0319
 RO0319.The geoid height was determined by GEOID03.
 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     -   248,980.      776,110.      MT  (+/- 180 meters Scaled)
 RO0319
 RO0319                          SUPERSEDED SURVEY CONTROL
 RO0319
 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: 15TUM799330(NAD 83)
 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: MNDT  
 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 - June 27, 2000
 RO0319
 RO0319  HISTORY     - Date     Condition        Report By
 RO0319  HISTORY     - 1967     MONUMENTED       MNDT
 RO0319  HISTORY     - 1973     GOOD             MNDT
 RO0319  HISTORY     - 20000627 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0326 ***********************************************************************
 RO0326  DESIGNATION -  1115 G
 RO0326  PID         -  RO0326
 RO0326  STATE/COUNTY-  MN/CASS
 RO0326  USGS QUAD   -  MOTLEY SE (1963)
 RO0326
 RO0326                         *CURRENT SURVEY CONTROL
 RO0326  ___________________________________________________________________
 RO0326* NAD 83(1986)-  46 20 24.     (N)    094 32 46.     (W)     SCALED    
 RO0326* NAVD 88     -       376.927  (meters)    1236.63   (feet)  ADJUSTED  
 RO0326  ___________________________________________________________________
 RO0326  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 RO0326  DYNAMIC HT  -         376.936 (meters)    1236.66  (feet)  COMP
 RO0326  MODELED GRAV-     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
 RO0326.and adjusted by the National Geodetic Survey in June 1991..
 RO0326
 RO0326.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0325 ***********************************************************************
 RO0325  DESIGNATION -  1115 H
 RO0325  PID         -  RO0325
 RO0325  STATE/COUNTY-  MN/CASS
 RO0325  USGS QUAD   -  MOTLEY SE (1963)
 RO0325
 RO0325                         *CURRENT SURVEY CONTROL
 RO0325  ___________________________________________________________________
 RO0325* NAD 83(1986)-  46 20 23.     (N)    094 31 48.     (W)     SCALED    
 RO0325* NAVD 88     -       373.600  (meters)    1225.72   (feet)  ADJUSTED  
 RO0325  ___________________________________________________________________
 RO0325  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 RO0325  DYNAMIC HT  -         373.609 (meters)    1225.75  (feet)  COMP
 RO0325  MODELED GRAV-     980,628.2   (mgal)                       NAVD 88
 RO0325
 RO0325  VERT ORDER  -  SECOND    CLASS 0
 RO0325
 RO0325.The horizontal coordinates were scaled from a topographic map and have
 RO0325.an estimated accuracy of +/- 6 seconds.
 RO0325
 RO0325.The orthometric height was determined by differential leveling
 RO0325.and adjusted by the National Geodetic Survey in June 1991..
 RO0325
 RO0325.The geoid height was determined by GEOID03.
 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     -   248,940.      778,450.      MT  (+/- 180 meters Scaled)
 RO0325
 RO0325                          SUPERSEDED SURVEY CONTROL
 RO0325
 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: 15TUM822329(NAD 83)
 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_MAGNETIC: N = NO MAGNETIC MATERIAL
 RO0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0325+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2000
 RO0325
 RO0325  HISTORY     - Date     Condition        Report By
 RO0325  HISTORY     - 1973     MONUMENTED       MNDT
 RO0325  HISTORY     - 20000626 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0328 ***********************************************************************
 RO0328  DESIGNATION -  1115 J
 RO0328  PID         -  RO0328
 RO0328  STATE/COUNTY-  MN/CASS
 RO0328  USGS QUAD   -  MOTLEY SE (1963)
 RO0328
 RO0328                         *CURRENT SURVEY CONTROL
 RO0328  ___________________________________________________________________
 RO0328* NAD 83(1986)-  46 20 24.     (N)    094 30 07.     (W)     SCALED    
 RO0328* NAVD 88     -       372.960  (meters)    1223.62   (feet)  ADJUSTED  
 RO0328  ___________________________________________________________________
 RO0328  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 RO0328  DYNAMIC HT  -         372.969 (meters)    1223.65  (feet)  COMP
 RO0328  MODELED GRAV-     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
 RO0328.and adjusted by the National Geodetic Survey in June 1991..
 RO0328
 RO0328.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0192 ***********************************************************************
 RO0192  DESIGNATION -  1115 K
 RO0192  PID         -  RO0192
 RO0192  STATE/COUNTY-  MN/CASS
 RO0192  USGS QUAD   -  PILLAGER (1954)
 RO0192
 RO0192                         *CURRENT SURVEY CONTROL
 RO0192  ___________________________________________________________________
 RO0192* NAD 83(1986)-  46 19 54.     (N)    094 29 07.     (W)     SCALED    
 RO0192* NAVD 88     -       369.491  (meters)    1212.24   (feet)  ADJUSTED  
 RO0192  ___________________________________________________________________
 RO0192  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 RO0192  DYNAMIC HT  -         369.500 (meters)    1212.27  (feet)  COMP
 RO0192  MODELED GRAV-     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
 RO0192.and adjusted by the National Geodetic Survey in June 1991..
 RO0192
 RO0192.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0190 ***********************************************************************
 RO0190  DESIGNATION -  1115 L
 RO0190  PID         -  RO0190
 RO0190  STATE/COUNTY-  MN/CASS
 RO0190  USGS QUAD   -  PILLAGER (1954)
 RO0190
 RO0190                         *CURRENT SURVEY CONTROL
 RO0190  ___________________________________________________________________
 RO0190* NAD 83(1986)-  46 20 00.     (N)    094 27 22.     (W)     SCALED    
 RO0190* NAVD 88     -       365.878  (meters)    1200.38   (feet)  ADJUSTED  
 RO0190  ___________________________________________________________________
 RO0190  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 RO0190  DYNAMIC HT  -         365.888 (meters)    1200.42  (feet)  COMP
 RO0190  MODELED GRAV-     980,630.0   (mgal)                       NAVD 88
 RO0190
 RO0190  VERT ORDER  -  SECOND    CLASS 0
 RO0190
 RO0190.The horizontal coordinates were scaled from a topographic map and have
 RO0190.an estimated accuracy of +/- 6 seconds.
 RO0190
 RO0190.The orthometric height was determined by differential leveling
 RO0190.and adjusted by the National Geodetic Survey in June 1991..
 RO0190
 RO0190.The geoid height was determined by GEOID03.
 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     -   248,220.      784,130.      MT  (+/- 180 meters Scaled)
 RO0190
 RO0190                          SUPERSEDED SURVEY CONTROL
 RO0190
 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: 15TUM879321(NAD 83)
 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_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 26, 2000
 RO0190
 RO0190  HISTORY     - Date     Condition        Report By
 RO0190  HISTORY     - 1973     MONUMENTED       MNDT
 RO0190  HISTORY     - 20000626 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0189 ***********************************************************************
 RO0189  DESIGNATION -  1115 M
 RO0189  PID         -  RO0189
 RO0189  STATE/COUNTY-  MN/CASS
 RO0189  USGS QUAD   -  PILLAGER (1954)
 RO0189
 RO0189                         *CURRENT SURVEY CONTROL
 RO0189  ___________________________________________________________________
 RO0189* NAD 83(1996)-  46 20 13.42067(N)    094 25 29.80914(W)     ADJUSTED  
 RO0189* NAVD 88     -       367.762  (meters)    1206.57   (feet)  ADJUSTED  
 RO0189  ___________________________________________________________________
 RO0189  X           -    -340,363.271 (meters)                     COMP
 RO0189  Y           -  -4,398,378.525 (meters)                     COMP
 RO0189  Z           -   4,591,440.561 (meters)                     COMP
 RO0189  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 RO0189  ELLIP HEIGHT-         340.65  (meters)          (10/22/03) GPS OBS
 RO0189  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 RO0189  DYNAMIC HT  -         367.774 (meters)    1206.61  (feet)  COMP
 RO0189  MODELED GRAV-     980,636.0   (mgal)                       NAVD 88
 RO0189
 RO0189  HORZ ORDER  -  FIRST
 RO0189  VERT ORDER  -  SECOND    CLASS 0
 RO0189  ELLP ORDER  -  FOURTH    CLASS I
 RO0189
 RO0189.The horizontal coordinates were established by GPS observations
 RO0189.and adjusted by the MN DEPT OF TRANSP in October 2003..
 RO0189
 RO0189.The orthometric height was determined by differential leveling
 RO0189.and adjusted by the National Geodetic Survey in June 1991..
 RO0189
 RO0189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0189
 RO0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0189
 RO0189.The ellipsoidal height was determined by GPS observations
 RO0189.and is referenced to NAD 83.
 RO0189
 RO0189.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RO0189;SPC MN C     -   248,624.051   786,531.615   MT  0.99992202   -0 07 35.6
 RO0189;UTM  15      - 5,132,485.027   390,335.465   MT  0.99974783   -1 01 51.3
 RO0189
 RO0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0189!SPC MN C     -   0.99994660  x   0.99992202  =   0.99986863
 RO0189!UTM  15      -   0.99994660  x   0.99974783  =   0.99969445
 RO0189
 RO0189                          SUPERSEDED SURVEY CONTROL
 RO0189
 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_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_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0189+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2000
 RO0189
 RO0189  HISTORY     - Date     Condition        Report By
 RO0189  HISTORY     - 1973     MONUMENTED       MNDT
 RO0189  HISTORY     - 20000626 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0188 ***********************************************************************
 RO0188  DESIGNATION -  1115 N
 RO0188  PID         -  RO0188
 RO0188  STATE/COUNTY-  MN/CASS
 RO0188  USGS QUAD   -  PILLAGER (1954)
 RO0188
 RO0188                         *CURRENT SURVEY CONTROL
 RO0188  ___________________________________________________________________
 RO0188* NAD 83(1996)-  46 20 08.76607(N)    094 24 14.74013(W)     ADJUSTED  
 RO0188* NAVD 88     -       367.884  (meters)    1206.97   (feet)  ADJUSTED  
 RO0188  ___________________________________________________________________
 RO0188  X           -    -338,770.473 (meters)                     COMP
 RO0188  Y           -  -4,398,605.871 (meters)                     COMP
 RO0188  Z           -   4,591,341.428 (meters)                     COMP
 RO0188  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 RO0188  ELLIP HEIGHT-         340.79  (meters)          (10/22/03) GPS OBS
 RO0188  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 RO0188  DYNAMIC HT  -         367.896 (meters)    1207.01  (feet)  COMP
 RO0188  MODELED GRAV-     980,637.6   (mgal)                       NAVD 88
 RO0188
 RO0188  HORZ ORDER  -  FIRST
 RO0188  VERT ORDER  -  SECOND    CLASS 0
 RO0188  ELLP ORDER  -  FOURTH    CLASS I
 RO0188
 RO0188.The horizontal coordinates were established by GPS observations
 RO0188.and adjusted by the MN DEPT OF TRANSP in October 2003..
 RO0188
 RO0188.The orthometric height was determined by differential leveling
 RO0188.and adjusted by the National Geodetic Survey in June 1991..
 RO0188
 RO0188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0188
 RO0188.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0188
 RO0188.The ellipsoidal height was determined by GPS observations
 RO0188.and is referenced to NAD 83.
 RO0188
 RO0188.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RO0188;SPC MN C     -   248,477.007   788,136.674   MT  0.99992202   -0 06 41.3
 RO0188;UTM  15      - 5,132,312.699   391,937.721   MT  0.99974354   -1 00 56.9
 RO0188
 RO0188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0188!SPC MN C     -   0.99994658  x   0.99992202  =   0.99986860
 RO0188!UTM  15      -   0.99994658  x   0.99974354  =   0.99969013
 RO0188
 RO0188                          SUPERSEDED SURVEY CONTROL
 RO0188
 RO0188  NAVD 88 (10/22/03)  367.88   (m)         1207.0    (f) LEVELING    3  
 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: 15TUM9193832313(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RO0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0188+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2000
 RO0188
 RO0188  HISTORY     - Date     Condition        Report By
 RO0188  HISTORY     - 1973     MONUMENTED       MNDT
 RO0188  HISTORY     - 20000626 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 .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0187 ***********************************************************************
 RO0187  DESIGNATION -  1115 P
 RO0187  PID         -  RO0187
 RO0187  STATE/COUNTY-  MN/CASS
 RO0187  USGS QUAD   -  PILLAGER (1954)
 RO0187
 RO0187                         *CURRENT SURVEY CONTROL
 RO0187  ___________________________________________________________________
 RO0187* NAD 83(1986)-  46 20 06.     (N)    094 23 25.     (W)     SCALED    
 RO0187* NAVD 88     -       367.962  (meters)    1207.22   (feet)  ADJUSTED  
 RO0187  ___________________________________________________________________
 RO0187  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 RO0187  DYNAMIC HT  -         367.975 (meters)    1207.26  (feet)  COMP
 RO0187  MODELED GRAV-     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
 RO0187.and adjusted by the National Geodetic Survey in June 1991..
 RO0187
 RO0187.The geoid height was determined by GEOID03.
 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: 15TUM930322(NAD 83)
 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 = OCTOBER  6, 2006
 RO0186 ***********************************************************************
 RO0186  DESIGNATION -  1115 Q
 RO0186  PID         -  RO0186
 RO0186  STATE/COUNTY-  MN/CASS
 RO0186  USGS QUAD   -  BAXTER (1994)
 RO0186
 RO0186                         *CURRENT SURVEY CONTROL
 RO0186  ___________________________________________________________________
 RO0186* NAD 83(1986)-  46 20 06.     (N)    094 22 07.     (W)     SCALED    
 RO0186* NAVD 88     -       366.929  (meters)    1203.83   (feet)  ADJUSTED  
 RO0186  ___________________________________________________________________
 RO0186  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 RO0186  DYNAMIC HT  -         366.941 (meters)    1203.87  (feet)  COMP
 RO0186  MODELED GRAV-     980,636.5   (mgal)                       NAVD 88
 RO0186
 RO0186  VERT ORDER  -  SECOND    CLASS 0
 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
 RO0186.and adjusted by the National Geodetic Survey in June 1991..
 RO0186
 RO0186.The geoid height was determined by GEOID03.
 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_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_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 20, 2000
 RO0186
 RO0186  HISTORY     - Date     Condition        Report By
 RO0186  HISTORY     - 1973     MONUMENTED       MNDT
 RO0186  HISTORY     - 20000620 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0183 ***********************************************************************
 RO0183  DESIGNATION -  1115 S
 RO0183  PID         -  RO0183
 RO0183  STATE/COUNTY-  MN/CASS
 RO0183  USGS QUAD   -  BAXTER (1994)
 RO0183
 RO0183                         *CURRENT SURVEY CONTROL
 RO0183  ___________________________________________________________________
 RO0183* NAD 83(1996)-  46 20 28.30163(N)    094 19 40.49111(W)     ADJUSTED  
 RO0183* NAVD 88     -       364.902  (meters)    1197.18   (feet)  ADJUSTED  
 RO0183  ___________________________________________________________________
 RO0183  X           -    -332,888.713 (meters)                     COMP
 RO0183  Y           -  -4,398,615.184 (meters)                     COMP
 RO0183  Z           -   4,591,755.723 (meters)                     COMP
 RO0183  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 RO0183  ELLIP HEIGHT-         337.78  (meters)          (10/22/03) GPS OBS
 RO0183  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 RO0183  DYNAMIC HT  -         364.915 (meters)    1197.23  (feet)  COMP
 RO0183  MODELED GRAV-     980,638.2   (mgal)                       NAVD 88
 RO0183
 RO0183  HORZ ORDER  -  FIRST
 RO0183  VERT ORDER  -  SECOND    CLASS I
 RO0183  ELLP ORDER  -  FOURTH    CLASS I
 RO0183
 RO0183.The horizontal coordinates were established by GPS observations
 RO0183.and adjusted by the MN DEPT OF TRANSP in October 2003..
 RO0183
 RO0183.The orthometric height was determined by differential leveling
 RO0183.and adjusted by the National Geodetic Survey in June 1991..
 RO0183
 RO0183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0183
 RO0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0183
 RO0183.The ellipsoidal height was determined by GPS observations
 RO0183.and is referenced to NAD 83.
 RO0183
 RO0183.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RO0183;SPC MN C     -   249,071.573   794,002.183   MT  0.99992203   -0 03 22.9
 RO0183;UTM  15      - 5,132,814.517   397,810.790   MT  0.99972836   -0 57 38.8
 RO0183
 RO0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0183!SPC MN C     -   0.99994705  x   0.99992203  =   0.99986909
 RO0183!UTM  15      -   0.99994705  x   0.99972836  =   0.99967543
 RO0183
 RO0183                          SUPERSEDED SURVEY CONTROL
 RO0183
 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: 15TUM9781132815(NAD 83)
 RO0183_MARKER: DB = BENCH MARK DISK
 RO0183_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0183_STAMPING: 1115 S 1973
 RO0183_MARK LOGO: MNHD  
 RO0183_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RO0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0183+STABILITY: SURFACE MOTION
 RO0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0183+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 RO0183
 RO0183  HISTORY     - Date     Condition        Report By
 RO0183  HISTORY     - 1973     MONUMENTED       MNHD
 RO0183  HISTORY     - 20000626 GOOD             MNDT
 RO0183  HISTORY     - 20000705 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ4459 ***********************************************************************
 AJ4459  DESIGNATION -  1115 T
 AJ4459  PID         -  AJ4459
 AJ4459  STATE/COUNTY-  MN/MORRISON
 AJ4459  USGS QUAD   -  MOTLEY (1963)
 AJ4459
 AJ4459                         *CURRENT SURVEY CONTROL
 AJ4459  ___________________________________________________________________
 AJ4459* NAD 83(1996)-  46 20 29.56485(N)    094 38 42.71541(W)     ADJUSTED  
 AJ4459* NAVD 88     -       375.471  (meters)    1231.86   (feet)  ADJUSTED  
 AJ4459  ___________________________________________________________________
 AJ4459  X           -    -357,239.826 (meters)                     COMP
 AJ4459  Y           -  -4,396,683.492 (meters)                     COMP
 AJ4459  Z           -   4,591,790.320 (meters)                     COMP
 AJ4459  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 AJ4459  ELLIP HEIGHT-         348.38  (meters)          (11/07/01) GPS OBS
 AJ4459  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AJ4459  DYNAMIC HT  -         375.478 (meters)    1231.88  (feet)  COMP
 AJ4459  MODELED GRAV-     980,620.6   (mgal)                       NAVD 88
 AJ4459
 AJ4459  HORZ ORDER  -  FIRST
 AJ4459  VERT ORDER  -  SECOND    CLASS I
 AJ4459  ELLP ORDER  -  FOURTH    CLASS I
 AJ4459
 AJ4459.The horizontal coordinates were established by GPS observations
 AJ4459.and adjusted by the National Geodetic Survey in November 2001..
 AJ4459
 AJ4459.The orthometric height was determined by differential leveling
 AJ4459.and adjusted by the National Geodetic Survey in June 2004..
 AJ4459
 AJ4459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4459
 AJ4459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4459
 AJ4459.The ellipsoidal height was determined by GPS observations
 AJ4459.and is referenced to NAD 83.
 AJ4459
 AJ4459.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ4459;SPC MN C     -   249,183.521   769,578.009   MT  0.99992203   -0 17 09.2
 AJ4459;UTM  15      - 5,133,311.915   373,395.347   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  =   0.99986742
 AJ4459!UTM  15      -   0.99994539  x   0.99979703  =   0.99974243
 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  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: 15TUM7339533312(NAD 83)
 AJ4459_MARKER: DD = SURVEY DISK
 AJ4459_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ4459_SP_SET: BRIDGE RAILING
 AJ4459_STAMPING: 1115 T 1999
 AJ4459_MARK LOGO: MNDT  
 AJ4459_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ4459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4459+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2000
 AJ4459
 AJ4459  HISTORY     - Date     Condition        Report By
 AJ4459  HISTORY     - 1999     MONUMENTED       MNDT
 AJ4459  HISTORY     - 19991027 GOOD             MNDT
 AJ4459  HISTORY     - 20000627 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ4464 ***********************************************************************
 AJ4464  DESIGNATION -  1115 U
 AJ4464  PID         -  AJ4464
 AJ4464  STATE/COUNTY-  MN/CASS
 AJ4464  USGS QUAD   -  MOTLEY (1963)
 AJ4464
 AJ4464                         *CURRENT SURVEY CONTROL
 AJ4464  ___________________________________________________________________
 AJ4464* NAD 83(1986)-  46 20 29.     (N)    094 38 45.     (W)     SCALED    
 AJ4464* NAVD 88     -       374.846  (meters)    1229.81   (feet)  ADJUSTED  
 AJ4464  ___________________________________________________________________
 AJ4464  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AJ4464  DYNAMIC HT  -         374.852 (meters)    1229.83  (feet)  COMP
 AJ4464  MODELED GRAV-     980,620.6   (mgal)                       NAVD 88
 AJ4464
 AJ4464  VERT ORDER  -  SECOND    CLASS I
 AJ4464
 AJ4464.The horizontal coordinates were scaled from a topographic map and have
 AJ4464.an estimated accuracy of +/- 6 seconds.
 AJ4464
 AJ4464.The orthometric height was determined by differential leveling
 AJ4464.and adjusted by the National Geodetic Survey in June 2004..
 AJ4464
 AJ4464.The geoid height was determined by GEOID03.
 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     -   249,170.      769,530.      MT  (+/- 180 meters Scaled)
 AJ4464
 AJ4464                          SUPERSEDED SURVEY CONTROL
 AJ4464
 AJ4464.No superseded survey control is available for this station.
 AJ4464
 AJ4464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM733332(NAD 83)
 AJ4464_MARKER: DV = VERTICAL CONTROL DISK
 AJ4464_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ4464_SP_SET: BRIDGE RAILING
 AJ4464_STAMPING: 1115 U 1999
 AJ4464_MARK LOGO: MNDT  
 AJ4464_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ4464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ4464+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1999
 AJ4464
 AJ4464  HISTORY     - Date     Condition        Report By
 AJ4464  HISTORY     - 1990     MONUMENTED       MNDT
 AJ4464  HISTORY     - 19991027 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8719 ***********************************************************************
 DF8719  DESIGNATION -  1115 U 1
 DF8719  PID         -  DF8719
 DF8719  STATE/COUNTY-  MN/CASS
 DF8719  USGS QUAD   -  BAXTER (1994)
 DF8719
 DF8719                         *CURRENT SURVEY CONTROL
 DF8719  ___________________________________________________________________
 DF8719* NAD 83(1996)-  46 20 21.94641(N)    094 21 15.16139(W)     ADJUSTED  
 DF8719* NAVD 88     -       361.4    (meters)    1186.     (feet)  GPS OBS   
 DF8719  ___________________________________________________________________
 DF8719  X           -    -334,918.125 (meters)                     COMP
 DF8719  Y           -  -4,398,601.079 (meters)                     COMP
 DF8719  Z           -   4,591,617.703 (meters)                     COMP
 DF8719  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 DF8719  ELLIP HEIGHT-         334.27  (meters)          (10/22/03) GPS OBS
 DF8719  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DF8719
 DF8719  HORZ ORDER  -  FIRST
 DF8719  ELLP ORDER  -  FOURTH    CLASS I
 DF8719
 DF8719.The horizontal coordinates were established by GPS observations
 DF8719.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8719
 DF8719.The orthometric height was determined by GPS observations and a
 DF8719.high-resolution geoid model.
 DF8719
 DF8719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8719
 DF8719.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8719
 DF8719.The ellipsoidal height was determined by GPS observations
 DF8719.and is referenced to NAD 83.
 DF8719
 DF8719.The geoid height was determined by GEOID03.
 DF8719
 DF8719;                    North         East     Units Scale Factor Converg.
 DF8719;SPC MN C     -   248,877.684   791,977.566   MT  0.99992203   -0 04 31.4
 DF8719;UTM  15      - 5,132,652.641   395,783.752   MT  0.99973351   -0 58 47.2
 DF8719
 DF8719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8719!SPC MN C     -   0.99994760  x   0.99992203  =   0.99986964
 DF8719!UTM  15      -   0.99994760  x   0.99973351  =   0.99968113
 DF8719
 DF8719                          SUPERSEDED SURVEY CONTROL
 DF8719
 DF8719.No superseded survey control is available for this station.
 DF8719
 DF8719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9578432653(NAD 83)
 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 SUITABLE FOR
 DF8719+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DF8719
 DF8719  HISTORY     - Date     Condition        Report By
 DF8719  HISTORY     - 2000     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9354 ***********************************************************************
 DF9354  DESIGNATION -  1117 H
 DF9354  PID         -  DF9354
 DF9354  STATE/COUNTY-  MN/CASS
 DF9354  USGS QUAD   -  PINE RIVER (1994)
 DF9354
 DF9354                         *CURRENT SURVEY CONTROL
 DF9354  ___________________________________________________________________
 DF9354* NAD 83(1986)-  46 43 17.     (N)    094 24 34.     (W)     SCALED    
 DF9354* NAVD 88     -       394.482  (meters)    1294.23   (feet)  ADJUSTED  
 DF9354  ___________________________________________________________________
 DF9354  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DF9354  DYNAMIC HT  -         394.500 (meters)    1294.29  (feet)  COMP
 DF9354  MODELED GRAV-     980,648.1   (mgal)                       NAVD 88
 DF9354
 DF9354  VERT ORDER  -  SECOND    CLASS I
 DF9354
 DF9354.The horizontal coordinates were scaled from a topographic map and have
 DF9354.an estimated accuracy of +/- 6 seconds.
 DF9354
 DF9354.The orthometric height was determined by differential leveling
 DF9354.and adjusted by the National Geodetic Survey in August 2004..
 DF9354
 DF9354.The geoid height was determined by GEOID03.
 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     -   291,340.      787,810.      MT  (+/- 180 meters Scaled)
 DF9354
 DF9354                          SUPERSEDED SURVEY CONTROL
 DF9354
 DF9354.No superseded survey control is available for this station.
 DF9354
 DF9354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM922751(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9354+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2000
 DF9354
 DF9354  HISTORY     - Date     Condition        Report By
 DF9354  HISTORY     - 1970     MONUMENTED       MNDT
 DF9354  HISTORY     - 20000427 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0832 ***********************************************************************
 QP0832  DESIGNATION -  1118
 QP0832  PID         -  QP0832
 QP0832  STATE/COUNTY-  MN/STEVENS
 QP0832  USGS QUAD   -  MORRIS (1994)
 QP0832
 QP0832                         *CURRENT SURVEY CONTROL
 QP0832  ___________________________________________________________________
 QP0832* NAD 83(1986)-  45 34 17.     (N)    095 58 26.     (W)     SCALED    
 QP0832* NAVD 88     -       340.246  (meters)    1116.29   (feet)  ADJUSTED  
 QP0832  ___________________________________________________________________
 QP0832  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 QP0832  DYNAMIC HT  -         340.234 (meters)    1116.25  (feet)  COMP
 QP0832  MODELED GRAV-     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
 QP0832.and adjusted by the National Geodetic Survey in June 1991..
 QP0832
 QP0832.The geoid height was determined by GEOID03.
 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_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_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             NGS
 QP0832
 QP0832                          STATION DESCRIPTION
 QP0832
 QP0832'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0218 ***********************************************************************
 SK0218  DESIGNATION -  1118 A
 SK0218  PID         -  SK0218
 SK0218  STATE/COUNTY-  MN/CASS
 SK0218  USGS QUAD   -  WALKER (1996)
 SK0218
 SK0218                         *CURRENT SURVEY CONTROL
 SK0218  ___________________________________________________________________
 SK0218* NAD 83(1996)-  47 03 13.34168(N)    094 32 31.34662(W)     ADJUSTED  
 SK0218* NAVD 88     -       424.614  (meters)    1393.09   (feet)  ADJUSTED  
 SK0218  ___________________________________________________________________
 SK0218  X           -    -344,763.203 (meters)                     COMP
 SK0218  Y           -  -4,339,917.102 (meters)                     COMP
 SK0218  Z           -   4,646,125.138 (meters)                     COMP
 SK0218  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 SK0218  ELLIP HEIGHT-         396.83  (meters)          (10/21/02) GPS OBS
 SK0218  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 SK0218  DYNAMIC HT  -         424.649 (meters)    1393.20  (feet)  COMP
 SK0218  MODELED GRAV-     980,682.1   (mgal)                       NAVD 88
 SK0218
 SK0218  HORZ ORDER  -  FIRST
 SK0218  VERT ORDER  -  FIRST     CLASS II
 SK0218  ELLP ORDER  -  THIRD     CLASS II
 SK0218
 SK0218.The horizontal coordinates were established by GPS observations
 SK0218.and adjusted by the MN DEPT OF TRANSP in October 2002..
 SK0218
 SK0218.The orthometric height was determined by differential leveling
 SK0218.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 SK0218
 SK0218.The ellipsoidal height was determined by GPS observations
 SK0218.and is referenced to NAD 83.
 SK0218
 SK0218.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0218;SPC MN C     -   328,311.705   777,810.850   MT  1.00000081   -0 12 40.5
 SK0218;UTM  15      - 5,212,286.058   382,883.985   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                              165.534 METERS 13402     |
 SK0218|---------------------------------------------------------------------|
 SK0218
 SK0218                          SUPERSEDED SURVEY CONTROL
 SK0218
 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: 15TUN8288412286(NAD 83)
 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 = OCTOBER  6, 2006
 SK0219 ***********************************************************************
 SK0219  DESIGNATION -  1118 B
 SK0219  PID         -  SK0219
 SK0219  STATE/COUNTY-  MN/CASS
 SK0219  USGS QUAD   -  WALKER (1996)
 SK0219
 SK0219                         *CURRENT SURVEY CONTROL
 SK0219  ___________________________________________________________________
 SK0219* NAD 83(1986)-  47 02 31.     (N)    094 32 22.     (W)     SCALED    
 SK0219* NAVD 88     -       428.695  (meters)    1406.48   (feet)  ADJUSTED  
 SK0219  ___________________________________________________________________
 SK0219  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 SK0219  DYNAMIC HT  -         428.729 (meters)    1406.59  (feet)  COMP
 SK0219  MODELED GRAV-     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
 SK0219.and adjusted by the National Geodetic Survey in June 1991..
 SK0219
 SK0219.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0220 ***********************************************************************
 SK0220  DESIGNATION -  1118 C
 SK0220  PID         -  SK0220
 SK0220  STATE/COUNTY-  MN/CASS
 SK0220  USGS QUAD   -  WALKER (1996)
 SK0220
 SK0220                         *CURRENT SURVEY CONTROL
 SK0220  ___________________________________________________________________
 SK0220* NAD 83(1996)-  47 01 28.13425(N)    094 32 10.97789(W)     ADJUSTED  
 SK0220* NAVD 88     -       438.946  (meters)    1440.11   (feet)  ADJUSTED  
 SK0220  ___________________________________________________________________
 SK0220  X           -    -344,523.469 (meters)                     COMP
 SK0220  Y           -  -4,342,331.185 (meters)                     COMP
 SK0220  Z           -   4,643,921.362 (meters)                     COMP
 SK0220  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 SK0220  ELLIP HEIGHT-         411.17  (meters)          (08/15/03) GPS OBS
 SK0220  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 SK0220  DYNAMIC HT  -         438.980 (meters)    1440.22  (feet)  COMP
 SK0220  MODELED GRAV-     980,678.7   (mgal)                       NAVD 88
 SK0220
 SK0220  HORZ ORDER  -  FIRST
 SK0220  VERT ORDER  -  FIRST     CLASS II
 SK0220  ELLP ORDER  -  FOURTH    CLASS I
 SK0220
 SK0220.The horizontal coordinates were established by GPS observations
 SK0220.and adjusted by the MN DEPT OF TRANSP in August 2003..
 SK0220
 SK0220.The orthometric height was determined by differential leveling
 SK0220.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 SK0220
 SK0220.The ellipsoidal height was determined by GPS observations
 SK0220.and is referenced to NAD 83.
 SK0220
 SK0220.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0220;SPC MN C     -   325,061.253   778,228.992   MT  0.99999452   -0 12 25.8
 SK0220;UTM  15      - 5,209,030.076   383,249.950   MT  0.99976753   -1 07 27.2
 SK0220
 SK0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0220!SPC MN C     -   0.99993555  x   0.99999452  =   0.99993007
 SK0220!UTM  15      -   0.99993555  x   0.99976753  =   0.99970310
 SK0220
 SK0220                          SUPERSEDED SURVEY CONTROL
 SK0220
 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: 15TUN8325009030(NAD 83)
 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 = OCTOBER  6, 2006
 QP0833 ***********************************************************************
 QP0833  DESIGNATION -  1118 RESET
 QP0833  PID         -  QP0833
 QP0833  STATE/COUNTY-  MN/STEVENS
 QP0833  USGS QUAD   -  MORRIS (1994)
 QP0833
 QP0833                         *CURRENT SURVEY CONTROL
 QP0833  ___________________________________________________________________
 QP0833* NAD 83(1986)-  45 34 17.     (N)    095 58 26.     (W)     SCALED    
 QP0833* NAVD 88     -       341.40   (+/-2cm)    1120.1    (feet)  VERTCON   
 QP0833  ___________________________________________________________________
 QP0833  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 QP0833
 QP0833  VERT ORDER  -  THIRD (See Below)
 QP0833
 QP0833.The horizontal coordinates were scaled from a topographic map and have
 QP0833.an estimated accuracy of +/- 6 seconds.
 QP0833
 QP0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0833.The vertical order pertains to the NGVD 29 superseded value.
 QP0833
 QP0833.The geoid height was determined by GEOID03.
 QP0833
 QP0833;                    North         East    Units  Estimated Accuracy
 QP0833;SPC MN C     -   164,970.      665,440.      MT  (+/- 180 meters Scaled)
 QP0833
 QP0833                          SUPERSEDED SURVEY CONTROL
 QP0833
 QP0833  NGVD 29 (04/14/03)  341.20   (m)         1119.4    (f) RESET       3  
 QP0833
 QP0833.Superseded values are not recommended for survey control.
 QP0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0833.See file dsdata.txt to determine how the superseded data were derived.
 QP0833
 QP0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL679507(NAD 83)
 QP0833_MARKER: DD = SURVEY DISK
 QP0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0833_STAMPING: 1118 RESET 1947
 QP0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0833+STABILITY: SURFACE MOTION
 QP0833
 QP0833  HISTORY     - Date     Condition        Report By
 QP0833  HISTORY     - 1947     MONUMENTED       USGS
 QP0833
 QP0833                          STATION DESCRIPTION
 QP0833
 QP0833'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 QP0833'4.1 MI E FROM ALBERTA.
 QP0833'ABOUT 4.1 MILES EAST ALONG STATE HIGHWAY 28 FROM THE HIGH SCHOOL AT
 QP0833'ALBERTA, STEVENS COUNTY, ABOUT 465 FEET SOUTH OF THE GREAT NORTHERN
 QP0833'RAILWAY, AT THE SOUTHWEST CORNER OF SEC. 5, T.124 N., R. 42 W., 40
 QP0833'FEET EAST OF A CROSS ROAD, AND 73 FEET NORTH OF THE CENTER LINE OF THE
 QP0833'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 QP0833'1118 RESET 1947 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0217 ***********************************************************************
 SK0217  DESIGNATION -  1119 A
 SK0217  PID         -  SK0217
 SK0217  STATE/COUNTY-  MN/CASS
 SK0217  USGS QUAD   -  WALKER (1996)
 SK0217
 SK0217                         *CURRENT SURVEY CONTROL
 SK0217  ___________________________________________________________________
 SK0217* NAD 83(1996)-  47 03 32.82363(N)    094 33 05.08774(W)     ADJUSTED  
 SK0217* NAVD 88     -       410.163  (meters)    1345.68   (feet)  ADJUSTED  
 SK0217  ___________________________________________________________________
 SK0217  X           -    -345,437.399 (meters)                     COMP
 SK0217  Y           -  -4,339,411.805 (meters)                     COMP
 SK0217  Z           -   4,646,524.474 (meters)                     COMP
 SK0217  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 SK0217  ELLIP HEIGHT-         382.40  (meters)          (10/21/02) GPS OBS
 SK0217  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 SK0217  DYNAMIC HT  -         410.199 (meters)    1345.79  (feet)  COMP
 SK0217  MODELED GRAV-     980,687.2   (mgal)                       NAVD 88
 SK0217
 SK0217  HORZ ORDER  -  FIRST
 SK0217  VERT ORDER  -  FIRST     CLASS II
 SK0217  ELLP ORDER  -  THIRD     CLASS II
 SK0217
 SK0217.The horizontal coordinates were established by GPS observations
 SK0217.and adjusted by the MN DEPT OF TRANSP in October 2002..
 SK0217
 SK0217.The orthometric height was determined by differential leveling
 SK0217.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 SK0217
 SK0217.The ellipsoidal height was determined by GPS observations
 SK0217.and is referenced to NAD 83.
 SK0217
 SK0217.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0217;SPC MN C     -   328,915.993   777,101.021   MT  1.00000201   -0 13 04.9
 SK0217;UTM  15      - 5,212,901.495   382,184.088   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  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_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 = OCTOBER  6, 2006
 SK0213 ***********************************************************************
 SK0213  DESIGNATION -  1119 B
 SK0213  PID         -  SK0213
 SK0213  STATE/COUNTY-  MN/CASS
 SK0213  USGS QUAD   -  WALKER (1996)
 SK0213
 SK0213                         *CURRENT SURVEY CONTROL
 SK0213  ___________________________________________________________________
 SK0213* NAD 83(1986)-  47 03 54.     (N)    094 33 44.     (W)     SCALED    
 SK0213* NAVD 88     -       397.645  (meters)    1304.61   (feet)  ADJUSTED  
 SK0213  ___________________________________________________________________
 SK0213  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 SK0213  DYNAMIC HT  -         397.681 (meters)    1304.73  (feet)  COMP
 SK0213  MODELED GRAV-     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
 SK0213.and adjusted by the National Geodetic Survey in June 1991..
 SK0213
 SK0213.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0200 ***********************************************************************
 SK0200  DESIGNATION -  1119 BA
 SK0200  PID         -  SK0200
 SK0200  STATE/COUNTY-  MN/CASS
 SK0200  USGS QUAD   -  WALKER (1996)
 SK0200
 SK0200                         *CURRENT SURVEY CONTROL
 SK0200  ___________________________________________________________________
 SK0200* NAD 83(1986)-  47 05 53.     (N)    094 34 48.     (W)     SCALED    
 SK0200* NAVD 88     -       423.849  (meters)    1390.58   (feet)  ADJUSTED  
 SK0200  ___________________________________________________________________
 SK0200  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 SK0200  DYNAMIC HT  -         423.895 (meters)    1390.73  (feet)  COMP
 SK0200  MODELED GRAV-     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
 SK0200.and adjusted by the National Geodetic Survey in June 1991..
 SK0200
 SK0200.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 SK0200_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 SK0212 ***********************************************************************
 SK0212  DESIGNATION -  1119 C
 SK0212  PID         -  SK0212
 SK0212  STATE/COUNTY-  MN/CASS
 SK0212  USGS QUAD   -  WALKER (1996)
 SK0212
 SK0212                         *CURRENT SURVEY CONTROL
 SK0212  ___________________________________________________________________
 SK0212* NAD 83(1986)-  47 04 20.     (N)    094 33 55.     (W)     SCALED    
 SK0212* NAVD 88     -       408.273  (meters)    1339.48   (feet)  ADJUSTED  
 SK0212  ___________________________________________________________________
 SK0212  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 SK0212  DYNAMIC HT  -         408.312 (meters)    1339.60  (feet)  COMP
 SK0212  MODELED GRAV-     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
 SK0212.and adjusted by the National Geodetic Survey in June 1991..
 SK0212
 SK0212.The geoid height was determined by GEOID03.
 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_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 - February 14, 2000
 SK0212
 SK0212  HISTORY     - Date     Condition        Report By
 SK0212  HISTORY     - 1972     MONUMENTED       MNHD
 SK0212  HISTORY     - 1980     GOOD             NGS
 SK0212  HISTORY     - 20000214 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0210 ***********************************************************************
 SK0210  DESIGNATION -  1119 D
 SK0210  PID         -  SK0210
 SK0210  STATE/COUNTY-  MN/CASS
 SK0210  USGS QUAD   -  WALKER (1996)
 SK0210
 SK0210                         *CURRENT SURVEY CONTROL
 SK0210  ___________________________________________________________________
 SK0210* NAD 83(1986)-  47 05 05.     (N)    094 34 12.     (W)     SCALED    
 SK0210* NAVD 88     -       406.619  (meters)    1334.05   (feet)  ADJUSTED  
 SK0210  ___________________________________________________________________
 SK0210  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 SK0210  DYNAMIC HT  -         406.659 (meters)    1334.18  (feet)  COMP
 SK0210  MODELED GRAV-     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
 SK0210.and adjusted by the National Geodetic Survey in June 1991..
 SK0210
 SK0210.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0209 ***********************************************************************
 SK0209  DESIGNATION -  1119 E
 SK0209  PID         -  SK0209
 SK0209  STATE/COUNTY-  MN/CASS
 SK0209  USGS QUAD   -  WALKER (1996)
 SK0209
 SK0209                         *CURRENT SURVEY CONTROL
 SK0209  ___________________________________________________________________
 SK0209* NAD 83(1986)-  47 05 59.     (N)    094 34 21.     (W)     SCALED    
 SK0209* NAVD 88     -       409.322  (meters)    1342.92   (feet)  ADJUSTED  
 SK0209  ___________________________________________________________________
 SK0209  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 SK0209  DYNAMIC HT  -         409.365 (meters)    1343.06  (feet)  COMP
 SK0209  MODELED GRAV-     980,705.4   (mgal)                       NAVD 88
 SK0209
 SK0209  VERT ORDER  -  SECOND    CLASS I
 SK0209
 SK0209.The horizontal coordinates were scaled from a topographic map and have
 SK0209.an estimated accuracy of +/- 6 seconds.
 SK0209
 SK0209.The orthometric height was determined by differential leveling
 SK0209.and adjusted by the National Geodetic Survey in August 2002..
 SK0209
 SK0209.The geoid height was determined by GEOID03.
 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     -   333,440.      775,520.      MT  (+/- 180 meters Scaled)
 SK0209
 SK0209                          SUPERSEDED SURVEY CONTROL
 SK0209
 SK0209  NAVD 88 (06/15/91)  409.327  (m)         1342.93   (f) UNKNOWN     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: 15TUN806174(NAD 83)
 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: MNDT  
 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 - August 25, 1998
 SK0209
 SK0209  HISTORY     - Date     Condition        Report By
 SK0209  HISTORY     - 1972     MONUMENTED       MNDT
 SK0209  HISTORY     - 1980     GOOD             NGS
 SK0209  HISTORY     - 19980825 GOOD             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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0208 ***********************************************************************
 SK0208  DESIGNATION -  1119 F
 SK0208  PID         -  SK0208
 SK0208  STATE/COUNTY-  MN/CASS
 SK0208  USGS QUAD   -  WALKER (1996)
 SK0208
 SK0208                         *CURRENT SURVEY CONTROL
 SK0208  ___________________________________________________________________
 SK0208* NAD 83(1986)-  47 06 07.     (N)    094 34 31.     (W)     SCALED    
 SK0208* NAVD 88     -       399.304  (meters)    1310.05   (feet)  ADJUSTED  
 SK0208  ___________________________________________________________________
 SK0208  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 SK0208  DYNAMIC HT  -         399.347 (meters)    1310.19  (feet)  COMP
 SK0208  MODELED GRAV-     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
 SK0208.and adjusted by the National Geodetic Survey in June 1991..
 SK0208
 SK0208.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 SK0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 PP0419 ***********************************************************************
 PP0419  DESIGNATION -  112
 PP0419  PID         -  PP0419
 PP0419  STATE/COUNTY-  MN/GOODHUE
 PP0419  USGS QUAD   -  RED WING (1994)
 PP0419
 PP0419                         *CURRENT SURVEY CONTROL
 PP0419  ___________________________________________________________________
 PP0419* NAD 83(1986)-  44 34 03.     (N)    092 32 10.     (W)     SCALED    
 PP0419* NAVD 88     -       209.534  (meters)     687.45   (feet)  ADJUSTED  
 PP0419  ___________________________________________________________________
 PP0419  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 PP0419  DYNAMIC HT  -         209.505 (meters)     687.35  (feet)  COMP
 PP0419  MODELED GRAV-     980,474.2   (mgal)                       NAVD 88
 PP0419
 PP0419  VERT ORDER  -  SECOND    CLASS 0
 PP0419
 PP0419.The horizontal coordinates were scaled from a topographic map and have
 PP0419.an estimated accuracy of +/- 6 seconds.
 PP0419
 PP0419.The orthometric height was determined by differential leveling
 PP0419.and adjusted by the National Geodetic Survey in June 1991..
 PP0419.WARNING-Repeat measurements at this control monument indicate possible
 PP0419.vertical movement.
 PP0419
 PP0419.The geoid height was determined by GEOID03.
 PP0419
 PP0419.The dynamic height is computed by dividing the NAVD 88
 PP0419.geopotential number by the normal gravity value computed on the
 PP0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0419.degrees latitude (g = 980.6199 gals.).
 PP0419
 PP0419.The modeled gravity was interpolated from observed gravity values.
 PP0419
 PP0419;                    North         East    Units  Estimated Accuracy
 PP0419;SPC MN S     -   275,210.      916,270.      MT  (+/- 180 meters Scaled)
 PP0419
 PP0419                          SUPERSEDED SURVEY CONTROL
 PP0419
 PP0419  NGVD 29 (??/??/92)  209.497  (m)          687.32   (f) ADJ UNCH    2 0
 PP0419
 PP0419.Superseded values are not recommended for survey control.
 PP0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0419.See file dsdata.txt to determine how the superseded data were derived.
 PP0419
 PP0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK368350(NAD 83)
 PP0419_MARKER: B = BOLT
 PP0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0419_SP_SET: FOUNDATION
 PP0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0419
 PP0419  HISTORY     - Date     Condition        Report By
 PP0419  HISTORY     - UNK      MONUMENTED       DOD
 PP0419  HISTORY     - 1970     GOOD             NGS
 PP0419  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PP0419
 PP0419                          STATION DESCRIPTION
 PP0419
 PP0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0419'0.2 MI NE FROM RED WING.
 PP0419'ABOUT 0.2 MILE NORTHEAST ALONG U.S. HIGHWAY 61 WHICH IS MAIN STREET
 PP0419'FROM THE POST OFFICE AT RED WING, 127 YARDS NORTHWEST OF THE CENTER
 PP0419'LINE OF THE HIGHWAY, 36 FEET SOUTHWEST OF THE CENTER LINE OF PLUM
 PP0419'STREET, A COPPER BOLT LEADED VERTICALLY IN THE NORTHEAST FACE OF THE
 PP0419'STONE FOUNDATION FOR A BRICK BUILDING AT THE BAY STATE MILLING
 PP0419'COMPANY, 4 FEET NORTHWEST OF THE CENTER OF A DOORWAY, 1.9 FEET
 PP0419'SOUTHEAST OF THE NORTHWEST CONCRETE BLOCK WALL OF THE BUILDING,
 PP0419'SURROUNDED BY THE LETTERS USPBM CUT IN THE STONE, AND ABOUT 2 FEET
 PP0419'ABOVE THE FLOOR OF THE BUILDING.  1/4, SEC 30, T 113N, R 14W.
 PP0419
 PP0419                          STATION RECOVERY (2001)
 PP0419
 PP0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0419'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1561 ***********************************************************************
 QO1561  DESIGNATION -  112
 QO1561  PID         -  QO1561
 QO1561  STATE/COUNTY-  MN/CHISAGO
 QO1561  USGS QUAD   -  RUSH CITY (1983)
 QO1561
 QO1561                         *CURRENT SURVEY CONTROL
 QO1561  ___________________________________________________________________
 QO1561* NAD 83(1996)-  45 38 38.46511(N)    092 59 10.26257(W)     ADJUSTED  
 QO1561* NAVD 88     -       284.6    (meters)     934.     (feet)  VERTCON   
 QO1561  ___________________________________________________________________
 QO1561  LAPLACE CORR-          10.18  (seconds)                    DEFLEC99
 QO1561  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 QO1561
 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 DEFLEC99 derived deflections.
 QO1561
 QO1561.The geoid height was determined by GEOID03.
 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 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     -   0.99995977  x   0.99999419  =   0.99995396
 QO1561!SPC WI C     -   0.99995977  x   1.00003062  =   0.99999039
 QO1561!UTM  15      -   0.99995977  x   0.99960001  =   0.99955979
 QO1561
 QO1561:                Primary Azimuth Mark                     Grid Az
 QO1561:SPC MN C     -  RUSH CITY MUNICIPAL TANK                 018 10 20.6
 QO1561:SPC WI C     -  RUSH CITY MUNICIPAL TANK                 021 11 36.9
 QO1561:UTM  15      -  RUSH CITY MUNICIPAL TANK                 019 04 36.2
 QO1561
 QO1561|---------------------------------------------------------------------|
 QO1561| PID    Reference Object                     Distance      Geod. Az  |
 QO1561|                                                           dddmmss.s |
 QO1561| QO1568 RUSH CITY MUNICIPAL TANK            APPROX. 5.0 KM 0190511.8 |
 QO1561|---------------------------------------------------------------------|
 QO1561
 QO1561                          SUPERSEDED SURVEY CONTROL
 QO1561
 QO1561  NAD 83(1996)-  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: 15TWL0107754497(NAD 83)
 QO1561_MARKER: I = METAL ROD
 QO1561_SETTING: 0 = UNSPECIFIED SETTING
 QO1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1561
 QO1561  HISTORY     - Date     Condition        Report By
 QO1561  HISTORY     - 1959     MONUMENTED       MNHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5402 ***********************************************************************
 DG5402  DESIGNATION -  112 DRL
 DG5402  PID         -  DG5402
 DG5402  STATE/COUNTY-  MN/TODD
 DG5402  USGS QUAD   -  BROWERVILLE NE (1966)
 DG5402
 DG5402                         *CURRENT SURVEY CONTROL
 DG5402  ___________________________________________________________________
 DG5402* NAD 83(1996)-  46 08 11.62567(N)    094 45 27.25915(W)     ADJUSTED  
 DG5402* NAVD 88     -       391.1    (meters)    1283.     (feet)  GPS OBS   
 DG5402  ___________________________________________________________________
 DG5402  X           -    -367,228.134 (meters)                     COMP
 DG5402  Y           -  -4,412,385.689 (meters)                     COMP
 DG5402  Z           -   4,576,041.600 (meters)                     COMP
 DG5402  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 DG5402  ELLIP HEIGHT-         364.29  (meters)          (05/07/04) GPS OBS
 DG5402  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DG5402
 DG5402  HORZ ORDER  -  FIRST
 DG5402  ELLP ORDER  -  FOURTH    CLASS I
 DG5402
 DG5402.The horizontal coordinates were established by GPS observations
 DG5402.and adjusted by the MN DEPT OF TRANSP in May 2004..
 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 DEFLEC99 derived deflections.
 DG5402
 DG5402.The ellipsoidal height was determined by GPS observations
 DG5402.and is referenced to NAD 83.
 DG5402
 DG5402.The geoid height was determined by GEOID03.
 DG5402
 DG5402;                    North         East     Units Scale Factor Converg.
 DG5402;SPC MN C     -   226,449.921   760,781.733   MT  0.99992799   -0 22 01.8
 DG5402;UTM  15      - 5,110,722.209   364,243.147   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  =   0.99976946
 DG5402
 DG5402                          SUPERSEDED SURVEY CONTROL
 DG5402
 DG5402.No superseded survey control is available for this station.
 DG5402
 DG5402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6424310722(NAD 83)
 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 = OCTOBER  6, 2006
 TD0029 ***********************************************************************
 TD0029  DESIGNATION -  1120
 TD0029  PID         -  TD0029
 TD0029  STATE/COUNTY-  MN/ROSEAU
 TD0029  USGS QUAD   -  STRATHCONA (1962)
 TD0029
 TD0029                         *CURRENT SURVEY CONTROL
 TD0029  ___________________________________________________________________
 TD0029* NAD 83(1986)-  48 33 52.     (N)    096 10 12.     (W)     SCALED    
 TD0029* NAVD 88     -       341.141  (meters)    1119.23   (feet)  ADJUSTED  
 TD0029  ___________________________________________________________________
 TD0029  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 TD0029  DYNAMIC HT  -         341.226 (meters)    1119.51  (feet)  COMP
 TD0029  MODELED GRAV-     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
 TD0029.and adjusted by the National Geodetic Survey in June 1991..
 TD0029
 TD0029.The geoid height was determined by GEOID03.
 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_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             NGS
 TD0029
 TD0029                          STATION DESCRIPTION
 TD0029
 TD0029'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 SK0196 ***********************************************************************
 SK0196  DESIGNATION -  1120 A
 SK0196  PID         -  SK0196
 SK0196  STATE/COUNTY-  MN/CASS
 SK0196  USGS QUAD   -  WALKER (1996)
 SK0196
 SK0196                         *CURRENT SURVEY CONTROL
 SK0196  ___________________________________________________________________
 SK0196* NAD 83(1996)-  47 06 15.13114(N)    094 36 14.01534(W)     ADJUSTED  
 SK0196* NAVD 88     -       415.526  (meters)    1363.27   (feet)  ADJUSTED  
 SK0196  ___________________________________________________________________
 SK0196  X           -    -349,117.576 (meters)                     COMP
 SK0196  Y           -  -4,335,438.284 (meters)                     COMP
 SK0196  Z           -   4,649,941.771 (meters)                     COMP
 SK0196  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 SK0196  ELLIP HEIGHT-         387.82  (meters)          (10/21/02) GPS OBS
 SK0196  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 SK0196  DYNAMIC HT  -         415.570 (meters)    1363.42  (feet)  COMP
 SK0196  MODELED GRAV-     980,706.0   (mgal)                       NAVD 88
 SK0196
 SK0196  HORZ ORDER  -  FIRST
 SK0196  VERT ORDER  -  FIRST     CLASS II
 SK0196  ELLP ORDER  -  THIRD     CLASS II
 SK0196
 SK0196.The horizontal coordinates were established by GPS observations
 SK0196.and adjusted by the MN DEPT OF TRANSP in October 2002..
 SK0196
 SK0196.The orthometric height was determined by differential leveling
 SK0196.and adjusted by the National Geodetic Survey in June 1991..
 SK0196.WARNING-Repeat measurements at this control monument indicate possible
 SK0196.vertical movement.
 SK0196
 SK0196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0196
 SK0196.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK0196
 SK0196.The ellipsoidal height was determined by GPS observations
 SK0196.and is referenced to NAD 83.
 SK0196
 SK0196.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0196;SPC MN C     -   333,944.728   773,136.437   MT  1.00001230   -0 15 21.6
 SK0196;UTM  15      - 5,217,991.959   378,301.519   MT  0.99978202   -1 10 30.5
 SK0196
 SK0196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0196!SPC MN C     -   0.99993921  x   1.00001230  =   0.99995151
 SK0196!UTM  15      -   0.99993921  x   0.99978202  =   0.99972125
 SK0196
 SK0196:                Primary Azimuth Mark                     Grid Az
 SK0196:SPC MN C     -  1120 A 1 RESET                           111 38 06.4
 SK0196:UTM  15      -  1120 A 1 RESET                           112 33 15.3
 SK0196
 SK0196|---------------------------------------------------------------------|
 SK0196| PID    Reference Object                     Distance      Geod. Az  |
 SK0196|                                                           dddmmss.s |
 SK0196| DE6175 1120 A 1 RESET                      APPROX. 0.9 KM 1112244.8 |
 SK0196|---------------------------------------------------------------------|
 SK0196
 SK0196                          SUPERSEDED SURVEY CONTROL
 SK0196
 SK0196  NAVD 88 (10/21/02)  415.53   (m)         1363.3    (f) LEVELING    3  
 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: 15TUN7830217992(NAD 83)
 SK0196_MARKER: DD = SURVEY DISK
 SK0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0196_SP_SET: 6 FT PRECAST MONUMENT
 SK0196_STAMPING: 1120 A 1972
 SK0196_MARK LOGO: MNDT  
 SK0196_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0196+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 SK0196
 SK0196  HISTORY     - Date     Condition        Report By
 SK0196  HISTORY     - 1972     MONUMENTED       MNDT
 SK0196  HISTORY     - 1980     GOOD             NGS
 SK0196  HISTORY     - 19980901 GOOD             MNDT
 SK0196  HISTORY     - 20000401 GOOD             MNDT
 SK0196
 SK0196                          STATION DESCRIPTION
 SK0196
 SK0196'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6175 ***********************************************************************
 DE6175  DESIGNATION -  1120 A 1 RESET
 DE6175  PID         -  DE6175
 DE6175  STATE/COUNTY-  MN/CASS
 DE6175  USGS QUAD   -  WALKER (1996)
 DE6175
 DE6175                         *CURRENT SURVEY CONTROL
 DE6175  ___________________________________________________________________
 DE6175* NAD 83(1996)-  47 06 04.41754(N)    094 35 33.94354(W)     ADJUSTED  
 DE6175* NAVD 88     -       411.644  (meters)    1350.54   (feet)  ADJUSTED  
 DE6175  ___________________________________________________________________
 DE6175  X           -    -348,294.505 (meters)                     COMP
 DE6175  Y           -  -4,335,744.996 (meters)                     COMP
 DE6175  Z           -   4,649,713.703 (meters)                     COMP
 DE6175  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 DE6175  ELLIP HEIGHT-         383.93  (meters)          (09/24/02) GPS OBS
 DE6175  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 DE6175  DYNAMIC HT  -         411.688 (meters)    1350.68  (feet)  COMP
 DE6175  MODELED GRAV-     980,707.3   (mgal)                       NAVD 88
 DE6175
 DE6175  HORZ ORDER  -  FIRST
 DE6175  VERT ORDER  -  SECOND    CLASS I
 DE6175  ELLP ORDER  -  FOURTH    CLASS I
 DE6175
 DE6175.The horizontal coordinates were established by GPS observations
 DE6175.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6175
 DE6175.The orthometric height was determined by differential leveling
 DE6175.and adjusted by the National Geodetic Survey in August 2002..
 DE6175
 DE6175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6175
 DE6175.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6175
 DE6175.The ellipsoidal height was determined by GPS observations
 DE6175.and is referenced to NAD 83.
 DE6175
 DE6175.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6175;SPC MN C     -   333,610.161   773,979.943   MT  1.00001160   -0 14 52.6
 DE6175;UTM  15      - 5,217,643.986   379,139.357   MT  0.99977953   -1 10 00.9
 DE6175
 DE6175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6175!SPC MN C     -   0.99993982  x   1.00001160  =   0.99995142
 DE6175!UTM  15      -   0.99993982  x   0.99977953  =   0.99971937
 DE6175
 DE6175:                Primary Azimuth Mark                     Grid Az
 DE6175:SPC MN C     -  1120 A                                   291 38 06.8
 DE6175:UTM  15      -  1120 A                                   292 33 15.1
 DE6175
 DE6175|---------------------------------------------------------------------|
 DE6175| PID    Reference Object                     Distance      Geod. Az  |
 DE6175|                                                           dddmmss.s |
 DE6175| SK0196 1120 A                              APPROX. 0.9 KM 2912314.2 |
 DE6175|---------------------------------------------------------------------|
 DE6175
 DE6175                          SUPERSEDED SURVEY CONTROL
 DE6175
 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_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 - 1999
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0194 ***********************************************************************
 SK0194  DESIGNATION -  1120 B
 SK0194  PID         -  SK0194
 SK0194  STATE/COUNTY-  MN/CASS
 SK0194  USGS QUAD   -  WALKER (1996)
 SK0194
 SK0194                         *CURRENT SURVEY CONTROL
 SK0194  ___________________________________________________________________
 SK0194* NAD 83(1996)-  47 06 38.39928(N)    094 36 28.13449(W)     ADJUSTED  
 SK0194* NAVD 88     -       403.432  (meters)    1323.59   (feet)  ADJUSTED  
 SK0194  ___________________________________________________________________
 SK0194  X           -    -349,371.388 (meters)                     COMP
 SK0194  Y           -  -4,334,881.404 (meters)                     COMP
 SK0194  Z           -   4,650,422.001 (meters)                     COMP
 SK0194  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 SK0194  ELLIP HEIGHT-         375.72  (meters)          (10/21/02) GPS OBS
 SK0194  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 SK0194  DYNAMIC HT  -         403.474 (meters)    1323.73  (feet)  COMP
 SK0194  MODELED GRAV-     980,705.0   (mgal)                       NAVD 88
 SK0194
 SK0194  HORZ ORDER  -  FIRST
 SK0194  VERT ORDER  -  FIRST     CLASS II
 SK0194  ELLP ORDER  -  THIRD     CLASS II
 SK0194
 SK0194.The horizontal coordinates were established by GPS observations
 SK0194.and adjusted by the MN DEPT OF TRANSP in October 2002..
 SK0194
 SK0194.The orthometric height was determined by differential leveling
 SK0194.and adjusted by the National Geodetic Survey in June 1991..
 SK0194
 SK0194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0194
 SK0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK0194
 SK0194.The ellipsoidal height was determined by GPS observations
 SK0194.and is referenced to NAD 83.
 SK0194
 SK0194.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0194;SPC MN C     -   334,664.620   772,841.972   MT  1.00001383   -0 15 31.8
 SK0194;UTM  15      - 5,218,716.315   378,018.706   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  =   0.99972399
 SK0194
 SK0194:                Primary Azimuth Mark                     Grid Az
 SK0194:SPC MN C     -  1120 A                                   157 45 12.4
 SK0194:UTM  15      -  1120 A                                   158 40 21.9
 SK0194
 SK0194|---------------------------------------------------------------------|
 SK0194| PID    Reference Object                     Distance      Geod. Az  |
 SK0194|                                                           dddmmss.s |
 SK0194| SK0196 1120 A                              APPROX. 0.8 KM 1572940.6 |
 SK0194|---------------------------------------------------------------------|
 SK0194
 SK0194                          SUPERSEDED SURVEY CONTROL
 SK0194
 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: 15TUN7801918716(NAD 83)
 SK0194_MARKER: DD = SURVEY DISK
 SK0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0194_SP_SET: 6 FT PRECAST MONUMENT
 SK0194_STAMPING: 1120 B 1972
 SK0194_MARK LOGO: MNDT  
 SK0194_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0194+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 SK0194
 SK0194  HISTORY     - Date     Condition        Report By
 SK0194  HISTORY     - 1972     MONUMENTED       MNDT
 SK0194  HISTORY     - 1980     GOOD             NGS
 SK0194  HISTORY     - 19980901 GOOD             MNDT
 SK0194  HISTORY     - 20000401 GOOD             MNDT
 SK0194
 SK0194                          STATION DESCRIPTION
 SK0194
 SK0194'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0195 ***********************************************************************
 SK0195  DESIGNATION -  1120 B 1
 SK0195  PID         -  SK0195
 SK0195  STATE/COUNTY-  MN/CASS
 SK0195  USGS QUAD   -  WALKER (1996)
 SK0195
 SK0195                         *CURRENT SURVEY CONTROL
 SK0195  ___________________________________________________________________
 SK0195* NAD 83(1986)-  47 06 30.     (N)    094 36 23.     (W)     SCALED    
 SK0195* NAVD 88     -       406.189  (meters)    1332.64   (feet)  ADJUSTED  
 SK0195  ___________________________________________________________________
 SK0195  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 SK0195  DYNAMIC HT  -         406.231 (meters)    1332.78  (feet)  COMP
 SK0195  MODELED GRAV-     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
 SK0195.and adjusted by the National Geodetic Survey in June 1991..
 SK0195
 SK0195.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 SK0195_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 SK0195_SP_SET: BOX CULVERT HEADWALL
 SK0195_STAMPING: 1120 B 1 1972
 SK0195_MARK LOGO: MNDT  
 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 - September 01, 1998
 SK0195
 SK0195  HISTORY     - Date     Condition        Report By
 SK0195  HISTORY     - 1972     MONUMENTED       MNDT
 SK0195  HISTORY     - 1980     GOOD             NGS
 SK0195  HISTORY     - 19980901 GOOD             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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0189 ***********************************************************************
 SK0189  DESIGNATION -  1120 C
 SK0189  PID         -  SK0189
 SK0189  STATE/COUNTY-  MN/CASS
 SK0189  USGS QUAD   -  STEAMBOAT BAY (1996)
 SK0189
 SK0189                         *CURRENT SURVEY CONTROL
 SK0189  ___________________________________________________________________
 SK0189* NAD 83(1986)-  47 07 42.     (N)    094 37 02.     (W)     SCALED    
 SK0189* NAVD 88     -       397.336  (meters)    1303.59   (feet)  ADJUSTED  
 SK0189  ___________________________________________________________________
 SK0189  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 SK0189  DYNAMIC HT  -         397.376 (meters)    1303.72  (feet)  COMP
 SK0189  MODELED GRAV-     980,701.7   (mgal)                       NAVD 88
 SK0189
 SK0189  VERT ORDER  -  FIRST     CLASS II
 SK0189
 SK0189.The horizontal coordinates were scaled from a topographic map and have
 SK0189.an estimated accuracy of +/- 6 seconds.
 SK0189
 SK0189.The orthometric height was determined by differential leveling
 SK0189.and adjusted by the National Geodetic Survey in June 1991..
 SK0189
 SK0189.The geoid height was determined by GEOID03.
 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     -   336,630.      772,140.      MT  (+/- 180 meters Scaled)
 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: 15TUN773206(NAD 83)
 SK0189_MARKER: DD = SURVEY DISK
 SK0189_SETTING: 0 = UNSPECIFIED SETTING
 SK0189_STAMPING: 1120-C 1972
 SK0189_MARK LOGO: MNDT  
 SK0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0189
 SK0189  HISTORY     - Date     Condition        Report By
 SK0189  HISTORY     - 1972     MONUMENTED       MNDT
 SK0189  HISTORY     - 1980     GOOD             NGS
 SK0189
 SK0189                          STATION DESCRIPTION
 SK0189
 SK0189'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SH0337 ***********************************************************************
 SH0337  DESIGNATION -  112.08
 SH0337  PID         -  SH0337
 SH0337  STATE/COUNTY-  MN/LAKE
 SH0337  USGS QUAD   -  TWO HARBORS (1992)
 SH0337
 SH0337                         *CURRENT SURVEY CONTROL
 SH0337  ___________________________________________________________________
 SH0337* NAD 83(1986)-  47 01 08.     (N)    091 40 33.     (W)     SCALED    
 SH0337* NAVD 88     -       186.857  (meters)     613.05   (feet)  ADJUSTED  
 SH0337  ___________________________________________________________________
 SH0337  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 SH0337  DYNAMIC HT  -         186.889 (meters)     613.15  (feet)  COMP
 SH0337  MODELED GRAV-     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
 SH0337.and adjusted by the National Geodetic Survey in June 1991..
 SH0337
 SH0337.The geoid height was determined by GEOID03.
 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_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             NGS
 SH0337
 SH0337                          STATION DESCRIPTION
 SH0337
 SH0337'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 TD0030 ***********************************************************************
 TD0030  DESIGNATION -  1126
 TD0030  PID         -  TD0030
 TD0030  STATE/COUNTY-  MN/ROSEAU
 TD0030  USGS QUAD   -  STRATHCONA (1962)
 TD0030
 TD0030                         *CURRENT SURVEY CONTROL
 TD0030  ___________________________________________________________________
 TD0030* NAD 83(1986)-  48 33 14.     (N)    096 10 12.     (W)     SCALED    
 TD0030* NAVD 88     -       343.145  (meters)    1125.80   (feet)  ADJUSTED  
 TD0030  ___________________________________________________________________
 TD0030  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 TD0030  DYNAMIC HT  -         343.231 (meters)    1126.08  (feet)  COMP
 TD0030  MODELED GRAV-     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
 TD0030.and adjusted by the National Geodetic Survey in June 1991..
 TD0030
 TD0030.The geoid height was determined by GEOID03.
 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_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             NGS
 TD0030
 TD0030                          STATION DESCRIPTION
 TD0030
 TD0030'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 DG5429 ***********************************************************************
 DG5429  DESIGNATION -  113 DRL
 DG5429  PID         -  DG5429
 DG5429  STATE/COUNTY-  MN/TODD
 DG5429  USGS QUAD   -  BROWERVILLE (1966)
 DG5429
 DG5429                         *CURRENT SURVEY CONTROL
 DG5429  ___________________________________________________________________
 DG5429* NAD 83(1996)-  46 06 00.52193(N)    094 45 45.56541(W)     ADJUSTED  
 DG5429* NAVD 88     -       399.7    (meters)    1311.     (feet)  GPS OBS   
 DG5429  ___________________________________________________________________
 DG5429  X           -    -367,862.499 (meters)                     COMP
 DG5429  Y           -  -4,415,266.831 (meters)                     COMP
 DG5429  Z           -   4,573,241.765 (meters)                     COMP
 DG5429  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 DG5429  ELLIP HEIGHT-         372.97  (meters)          (05/07/04) GPS OBS
 DG5429  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DG5429
 DG5429  HORZ ORDER  -  FIRST
 DG5429  ELLP ORDER  -  FOURTH    CLASS I
 DG5429
 DG5429.The horizontal coordinates were established by GPS observations
 DG5429.and adjusted by the MN DEPT OF TRANSP in May 2004..
 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 DEFLEC99 derived deflections.
 DG5429
 DG5429.The ellipsoidal height was determined by GPS observations
 DG5429.and is referenced to NAD 83.
 DG5429
 DG5429.The geoid height was determined by GEOID03.
 DG5429
 DG5429;                    North         East     Units Scale Factor Converg.
 DG5429;SPC MN C     -   222,404.862   760,362.635   MT  0.99993038   -0 22 15.1
 DG5429;UTM  15      - 5,106,684.642   363,760.625   MT  0.99982818   -1 16 13.0
 DG5429
 DG5429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5429!SPC MN C     -   0.99994153  x   0.99993038  =   0.99987192
 DG5429!UTM  15      -   0.99994153  x   0.99982818  =   0.99976972
 DG5429
 DG5429                          SUPERSEDED SURVEY CONTROL
 DG5429
 DG5429.No superseded survey control is available for this station.
 DG5429
 DG5429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6376106685(NAD 83)
 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 = OCTOBER  6, 2006
 SL1673 ***********************************************************************
 SL1673  DESIGNATION -  113 RGW
 SL1673  PID         -  SL1673
 SL1673  STATE/COUNTY-  MN/NORMAN
 SL1673  USGS QUAD   -  SHELLY (1963)
 SL1673
 SL1673                         *CURRENT SURVEY CONTROL
 SL1673  ___________________________________________________________________
 SL1673* NAD 83(1996)-  47 29 04.70903(N)    096 48 56.27083(W)     ADJUSTED  
 SL1673* NAVD 88     -       264.869  (meters)     868.99   (feet)  ADJUSTED  
 SL1673  ___________________________________________________________________
 SL1673  X           -    -512,472.216 (meters)                     COMP
 SL1673  Y           -  -4,287,771.559 (meters)                     COMP
 SL1673  Z           -   4,678,519.502 (meters)                     COMP
 SL1673  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 SL1673  ELLIP HEIGHT-         238.16  (meters)          (11/05/04) GPS OBS
 SL1673  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 SL1673  DYNAMIC HT  -         264.909 (meters)     869.12  (feet)  COMP
 SL1673  MODELED GRAV-     980,756.3   (mgal)                       NAVD 88
 SL1673
 SL1673  HORZ ORDER  -  FIRST
 SL1673  VERT ORDER  -  SECOND    CLASS I
 SL1673  ELLP ORDER  -  THIRD     CLASS II
 SL1673
 SL1673.The horizontal coordinates were established by GPS observations
 SL1673.and adjusted by the MN DEPT OF TRANSP in November 2004..
 SL1673
 SL1673.The orthometric height was determined by differential leveling
 SL1673.and adjusted by the National Geodetic Survey in June 1991..
 SL1673
 SL1673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1673
 SL1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1673
 SL1673.The ellipsoidal height was determined by GPS observations
 SL1673.and is referenced to NAD 83.
 SL1673
 SL1673.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SL1673;SPC MN N     -   216,194.139   520,099.299   MT  0.99992146   -2 45 14.8
 SL1673;UTM  14      - 5,261,335.516   664,556.903   MT  0.99993278   +1 36 37.6
 SL1673
 SL1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1673!SPC MN N     -   0.99996267  x   0.99992146  =   0.99988413
 SL1673!UTM  14      -   0.99996267  x   0.99993278  =   0.99989545
 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  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: 14TPT6455761336(NAD 83)
 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: RECESSED 5 CENTIMETERS
 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 04, 2004
 SL1673
 SL1673  HISTORY     - Date     Condition        Report By
 SL1673  HISTORY     - 1962     MONUMENTED       USGS
 SL1673  HISTORY     - 1987     GOOD             MNDT
 SL1673  HISTORY     - 20040804 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QQ0053 ***********************************************************************
 QQ0053  DESIGNATION -  1131
 QQ0053  PID         -  QQ0053
 QQ0053  STATE/COUNTY-  MN/STEVENS
 QQ0053  USGS QUAD   -  DONNELLY (1973)
 QQ0053
 QQ0053                         *CURRENT SURVEY CONTROL
 QQ0053  ___________________________________________________________________
 QQ0053* NAD 83(1986)-  45 41 17.     (N)    096 00 37.     (W)     SCALED    
 QQ0053* NAVD 88     -       344.246  (meters)    1129.41   (feet)  ADJUSTED  
 QQ0053  ___________________________________________________________________
 QQ0053  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 QQ0053  DYNAMIC HT  -         344.238 (meters)    1129.39  (feet)  COMP
 QQ0053  MODELED GRAV-     980,583.4   (mgal)                       NAVD 88
 QQ0053
 QQ0053  VERT ORDER  -  SECOND    CLASS 0
 QQ0053
 QQ0053.The horizontal coordinates were scaled from a topographic map and have
 QQ0053.an estimated accuracy of +/- 6 seconds.
 QQ0053
 QQ0053.The orthometric height was determined by differential leveling
 QQ0053.and adjusted by the National Geodetic Survey in June 1991..
 QQ0053
 QQ0053.The geoid height was determined by GEOID03.
 QQ0053
 QQ0053.The dynamic height is computed by dividing the NAVD 88
 QQ0053.geopotential number by the normal gravity value computed on the
 QQ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0053.degrees latitude (g = 980.6199 gals.).
 QQ0053
 QQ0053.The modeled gravity was interpolated from observed gravity values.
 QQ0053
 QQ0053;                    North         East    Units  Estimated Accuracy
 QQ0053;SPC MN C     -   178,000.      662,890.      MT  (+/- 180 meters Scaled)
 QQ0053
 QQ0053                          SUPERSEDED SURVEY CONTROL
 QQ0053
 QQ0053  NGVD 29 (??/??/92)  344.045  (m)         1128.75   (f) ADJ UNCH    2 0
 QQ0053
 QQ0053.Superseded values are not recommended for survey control.
 QQ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0053.See file dsdata.txt to determine how the superseded data were derived.
 QQ0053
 QQ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR327637(NAD 83)
 QQ0053_MARKER: DB = BENCH MARK DISK
 QQ0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QQ0053_STAMPING: MINN 1131
 QQ0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0053+STABILITY: SURFACE MOTION
 QQ0053
 QQ0053  HISTORY     - Date     Condition        Report By
 QQ0053  HISTORY     - UNK      MONUMENTED       USGS
 QQ0053  HISTORY     - 1934     GOOD             NGS
 QQ0053  HISTORY     - 1969     MARK NOT FOUND
 QQ0053
 QQ0053                          STATION DESCRIPTION
 QQ0053
 QQ0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QQ0053'AT DONNELLY.
 QQ0053'SET IN THE NORTHEAST CORNER OF DONNELLY CITY PARK.  42 FEET
 QQ0053'SOUTHEAST OF THE POINT OF INTERSECTION OF CROSS STREET, THENCE
 QQ0053'21 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.  CONCRETE
 QQ0053'POST SET FLUSH WITH THE GROUND.
 QQ0053
 QQ0053                          STATION RECOVERY (1969)
 QQ0053
 QQ0053'RECOVERED 1969
 QQ0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD0074 ***********************************************************************
 TD0074  DESIGNATION -  1133
 TD0074  PID         -  TD0074
 TD0074  STATE/COUNTY-  MN/PENNINGTON
 TD0074  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 TD0074
 TD0074                         *CURRENT SURVEY CONTROL
 TD0074  ___________________________________________________________________
 TD0074* NAD 83(1986)-  48 09 53.     (N)    096 11 43.     (W)     SCALED    
 TD0074* NAVD 88     -       345.047  (meters)    1132.04   (feet)  ADJUSTED  
 TD0074  ___________________________________________________________________
 TD0074  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 TD0074  DYNAMIC HT  -         345.115 (meters)    1132.26  (feet)  COMP
 TD0074  MODELED GRAV-     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
 TD0074.and adjusted by the National Geodetic Survey in June 1991..
 TD0074
 TD0074.The geoid height was determined by GEOID03.
 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     -   289,680.      569,830.      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: 14UQU085384(NAD 83)
 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             NGS
 TD0074  HISTORY     - 20030617 MARK NOT FOUND   MNDT
 TD0074
 TD0074                          STATION DESCRIPTION
 TD0074
 TD0074'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 QP0828 ***********************************************************************
 QP0828  DESIGNATION -  1138
 QP0828  PID         -  QP0828
 QP0828  STATE/COUNTY-  MN/STEVENS
 QP0828  USGS QUAD   -  MORRIS (1994)
 QP0828
 QP0828                         *CURRENT SURVEY CONTROL
 QP0828  ___________________________________________________________________
 QP0828* NAD 83(1986)-  45 35 13.     (N)    095 54 38.     (W)     SCALED    
 QP0828* NAVD 88     -       346.455  (meters)    1136.66   (feet)  ADJUSTED  
 QP0828  ___________________________________________________________________
 QP0828  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 QP0828  DYNAMIC HT  -         346.443 (meters)    1136.62  (feet)  COMP
 QP0828  MODELED GRAV-     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
 QP0828.and adjusted by the National Geodetic Survey in June 1991..
 QP0828
 QP0828.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QP0828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0828_SP_SET: WATER TABLE
 QP0828_STAMPING: 1138
 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             NGS
 QP0828
 QP0828                          STATION DESCRIPTION
 QP0828
 QP0828'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD0071 ***********************************************************************
 TD0071  DESIGNATION -  1139
 TD0071  PID         -  TD0071
 TD0071  STATE/COUNTY-  MN/MARSHALL
 TD0071  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 TD0071
 TD0071                         *CURRENT SURVEY CONTROL
 TD0071  ___________________________________________________________________
 TD0071* NAD 83(1986)-  48 12 21.     (N)    096 11 39.     (W)     SCALED    
 TD0071* NAVD 88     -       347.165  (meters)    1138.99   (feet)  ADJUSTED  
 TD0071  ___________________________________________________________________
 TD0071  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 TD0071  DYNAMIC HT  -         347.235 (meters)    1139.22  (feet)  COMP
 TD0071  MODELED GRAV-     980,802.4   (mgal)                       NAVD 88
 TD0071
 TD0071  VERT ORDER  -  SECOND    CLASS I
 TD0071
 TD0071.The horizontal coordinates were scaled from a topographic map and have
 TD0071.an estimated accuracy of +/- 6 seconds.
 TD0071
 TD0071.The orthometric height was determined by differential leveling
 TD0071.and adjusted by the National Geodetic Survey in July 2004..
 TD0071
 TD0071.The geoid height was determined by GEOID03.
 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     -   294,250.      570,100.      MT  (+/- 180 meters Scaled)
 TD0071
 TD0071                          SUPERSEDED SURVEY CONTROL
 TD0071
 TD0071  NAVD 88 (06/15/91)  347.007  (m)         1138.47   (f) UNKNOWN     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: 14UQU084429(NAD 83)
 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             NGS
 TD0071  HISTORY     - 20030710 GOOD             MNDT
 TD0071
 TD0071                          STATION DESCRIPTION
 TD0071
 TD0071'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 QP0692 ***********************************************************************
 QP0692  DESIGNATION -  1142.7
 QP0692  PID         -  QP0692
 QP0692  STATE/COUNTY-  MN/KANDIYOHI
 QP0692  USGS QUAD   -  WILLMAR (1994)
 QP0692
 QP0692                         *CURRENT SURVEY CONTROL
 QP0692  ___________________________________________________________________
 QP0692* NAD 83(1986)-  45 07 19.     (N)    095 02 36.     (W)     SCALED    
 QP0692* NAVD 88     -       348.298  (meters)    1142.71   (feet)  ADJUSTED  
 QP0692  ___________________________________________________________________
 QP0692  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 QP0692  DYNAMIC HT  -         348.274 (meters)    1142.63  (feet)  COMP
 QP0692  MODELED GRAV-     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
 QP0692.and adjusted by the National Geodetic Survey in June 1991..
 QP0692
 QP0692.The geoid height was determined by GEOID03.
 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_MARKER: Q = CHISELED SQUARE
 QP0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 TD0056 ***********************************************************************
 TD0056  DESIGNATION -  1143
 TD0056  PID         -  TD0056
 TD0056  STATE/COUNTY-  MN/MARSHALL
 TD0056  USGS QUAD   -  MIDDLE RIVER (1962)
 TD0056
 TD0056                         *CURRENT SURVEY CONTROL
 TD0056  ___________________________________________________________________
 TD0056* NAD 83(1986)-  48 22 37.     (N)    096 10 17.     (W)     SCALED    
 TD0056* NAVD 88     -       348.361  (meters)    1142.91   (feet)  ADJUSTED  
 TD0056  ___________________________________________________________________
 TD0056  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 TD0056  DYNAMIC HT  -         348.444 (meters)    1143.19  (feet)  COMP
 TD0056  MODELED GRAV-     980,839.7   (mgal)                       NAVD 88
 TD0056
 TD0056  VERT ORDER  -  FIRST     CLASS II
 TD0056
 TD0056.The horizontal coordinates were scaled from a topographic map and have
 TD0056.an estimated accuracy of +/- 6 seconds.
 TD0056
 TD0056.The orthometric height was determined by differential leveling
 TD0056.and adjusted by the National Geodetic Survey in June 1991..
 TD0056
 TD0056.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 TD0056;SPC MN N     -   313,190.      572,540.      MT  (+/- 180 meters Scaled)
 TD0056
 TD0056                          SUPERSEDED SURVEY CONTROL
 TD0056
 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: 14UQU094620(NAD 83)
 TD0056_MARKER: P = PIPE CAP
 TD0056_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0056_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TD0056_STAMPING: 1143
 TD0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0056
 TD0056  HISTORY     - Date     Condition        Report By
 TD0056  HISTORY     - UNK      MONUMENTED       USGS
 TD0056  HISTORY     - 1940     GOOD             NGS
 TD0056
 TD0056                          STATION DESCRIPTION
 TD0056
 TD0056'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD0060 ***********************************************************************
 TD0060  DESIGNATION -  1144
 TD0060  PID         -  TD0060
 TD0060  STATE/COUNTY-  MN/MARSHALL
 TD0060  USGS QUAD   -  HOLT (1962)
 TD0060
 TD0060                         *CURRENT SURVEY CONTROL
 TD0060  ___________________________________________________________________
 TD0060* NAD 83(1986)-  48 20 13.     (N)    096 11 33.     (W)     SCALED    
 TD0060* NAVD 88     -       348.787  (meters)    1144.31   (feet)  ADJUSTED  
 TD0060  ___________________________________________________________________
 TD0060  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 TD0060  DYNAMIC HT  -         348.868 (meters)    1144.58  (feet)  COMP
 TD0060  MODELED GRAV-     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
 TD0060.and adjusted by the National Geodetic Survey in June 1991..
 TD0060
 TD0060.The geoid height was determined by GEOID03.
 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_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             NGS
 TD0060  HISTORY     - 20030618 MARK NOT FOUND   MNDT
 TD0060
 TD0060                          STATION DESCRIPTION
 TD0060
 TD0060'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 TD0053 ***********************************************************************
 TD0053  DESIGNATION -  1147
 TD0053  PID         -  TD0053
 TD0053  STATE/COUNTY-  MN/MARSHALL
 TD0053  USGS QUAD   -  MIDDLE RIVER (1962)
 TD0053
 TD0053                         *CURRENT SURVEY CONTROL
 TD0053  ___________________________________________________________________
 TD0053* NAD 83(1986)-  48 25 12.     (N)    096 10 00.     (W)     SCALED    
 TD0053* NAVD 88     -       349.605  (meters)    1147.00   (feet)  ADJUSTED  
 TD0053  ___________________________________________________________________
 TD0053  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 TD0053  DYNAMIC HT  -         349.690 (meters)    1147.27  (feet)  COMP
 TD0053  MODELED GRAV-     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
 TD0053.and adjusted by the National Geodetic Survey in June 1991..
 TD0053
 TD0053.The geoid height was determined by GEOID03.
 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.      573,080.      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_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_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0053
 TD0053  HISTORY     - Date     Condition        Report By
 TD0053  HISTORY     - UNK      MONUMENTED       USGS
 TD0053  HISTORY     - 1940     GOOD             NGS
 TD0053
 TD0053                          STATION DESCRIPTION
 TD0053
 TD0053'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD0068 ***********************************************************************
 TD0068  DESIGNATION -  1152
 TD0068  PID         -  TD0068
 TD0068  STATE/COUNTY-  MN/MARSHALL
 TD0068  USGS QUAD   -  HOLT (1962)
 TD0068
 TD0068                         *CURRENT SURVEY CONTROL
 TD0068  ___________________________________________________________________
 TD0068* NAD 83(1986)-  48 14 59.     (N)    096 11 40.     (W)     SCALED    
 TD0068* NAVD 88     -       351.303  (meters)    1152.57   (feet)  ADJUSTED  
 TD0068  ___________________________________________________________________
 TD0068  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 TD0068  DYNAMIC HT  -         351.376 (meters)    1152.81  (feet)  COMP
 TD0068  MODELED GRAV-     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
 TD0068.and adjusted by the National Geodetic Survey in June 1991..
 TD0068
 TD0068.The geoid height was determined by GEOID03.
 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_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             NGS
 TD0068  HISTORY     - 20030618 MARK NOT FOUND   MNDT
 TD0068
 TD0068                          STATION DESCRIPTION
 TD0068
 TD0068'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 QP1820 ***********************************************************************
 QP1820  DESIGNATION -  1152.64
 QP1820  PID         -  QP1820
 QP1820  STATE/COUNTY-  MN/GRANT
 QP1820  USGS QUAD   -  ELBOW LAKE (1973)
 QP1820
 QP1820                         *CURRENT SURVEY CONTROL
 QP1820  ___________________________________________________________________
 QP1820* NAD 83(1986)-  45 54 43.     (N)    095 52 58.     (W)     SCALED    
 QP1820* NAVD 88     -       351.529  (meters)    1153.31   (feet)  ADJUSTED  
 QP1820  ___________________________________________________________________
 QP1820  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 QP1820  DYNAMIC HT  -         351.526 (meters)    1153.30  (feet)  COMP
 QP1820  MODELED GRAV-     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
 QP1820.and adjusted by the National Geodetic Survey in June 1995..
 QP1820
 QP1820.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TD0065 ***********************************************************************
 TD0065  DESIGNATION -  1157
 TD0065  PID         -  TD0065
 TD0065  STATE/COUNTY-  MN/MARSHALL
 TD0065  USGS QUAD   -  HOLT (1962)
 TD0065
 TD0065                         *CURRENT SURVEY CONTROL
 TD0065  ___________________________________________________________________
 TD0065* NAD 83(1986)-  48 17 34.     (N)    096 11 37.     (W)     SCALED    
 TD0065* NAVD 88     -       352.335  (meters)    1155.95   (feet)  ADJUSTED  
 TD0065  ___________________________________________________________________
 TD0065  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 TD0065  DYNAMIC HT  -         352.413 (meters)    1156.21  (feet)  COMP
 TD0065  MODELED GRAV-     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
 TD0065.and adjusted by the National Geodetic Survey in June 1991..
 TD0065
 TD0065.The geoid height was determined by GEOID03.
 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_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             NGS
 TD0065  HISTORY     - 20030618 MARK NOT FOUND   MNDT
 TD0065
 TD0065                          STATION DESCRIPTION
 TD0065
 TD0065'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 TC0307 ***********************************************************************
 TC0307  DESIGNATION -  1163 RESET
 TC0307  PID         -  TC0307
 TC0307  STATE/COUNTY-  MN/ROSEAU
 TC0307  USGS QUAD   -  ROOSEVELT (1984)
 TC0307
 TC0307                         *CURRENT SURVEY CONTROL
 TC0307  ___________________________________________________________________
 TC0307* NAD 83(1986)-  48 48 06.     (N)    095 05 41.     (W)     SCALED    
 TC0307* NAVD 88     -       354.909  (meters)    1164.40   (feet)  POSTED    
 TC0307  ___________________________________________________________________
 TC0307  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 TC0307  DYNAMIC HT  -         355.000 (meters)    1164.70  (feet)  COMP
 TC0307  MODELED GRAV-     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 National Geodetic Survey in 1992..
 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 geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1819 ***********************************************************************
 QP1819  DESIGNATION -  1168
 QP1819  PID         -  QP1819
 QP1819  STATE/COUNTY-  MN/GRANT
 QP1819  USGS QUAD   -  ELBOW LAKE (1973)
 QP1819
 QP1819                         *CURRENT SURVEY CONTROL
 QP1819  ___________________________________________________________________
 QP1819* NAD 83(1986)-  45 54 42.     (N)    095 53 15.     (W)     SCALED    
 QP1819* NAVD 88     -       355.750  (meters)    1167.16   (feet)  ADJUSTED  
 QP1819  ___________________________________________________________________
 QP1819  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 QP1819  DYNAMIC HT  -         355.747 (meters)    1167.15  (feet)  COMP
 QP1819  MODELED GRAV-     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
 QP1819.and adjusted by the National Geodetic Survey in June 1995..
 QP1819
 QP1819.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG5404 ***********************************************************************
 DG5404  DESIGNATION -  117 DRL
 DG5404  PID         -  DG5404
 DG5404  STATE/COUNTY-  MN/TODD
 DG5404  USGS QUAD   -  ALDRICH SOUTH (1966)
 DG5404
 DG5404                         *CURRENT SURVEY CONTROL
 DG5404  ___________________________________________________________________
 DG5404* NAD 83(1996)-  46 16 54.71606(N)    094 52 37.23630(W)     ADJUSTED  
 DG5404* NAVD 88     -       401.4    (meters)    1317.     (feet)  GPS OBS   
 DG5404  ___________________________________________________________________
 DG5404  X           -    -375,434.658 (meters)                     COMP
 DG5404  Y           -  -4,400,000.093 (meters)                     COMP
 DG5404  Z           -   4,587,226.706 (meters)                     COMP
 DG5404  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 DG5404  ELLIP HEIGHT-         374.53  (meters)          (05/07/04) GPS OBS
 DG5404  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DG5404
 DG5404  HORZ ORDER  -  FIRST
 DG5404  ELLP ORDER  -  FOURTH    CLASS I
 DG5404
 DG5404.The horizontal coordinates were established by GPS observations
 DG5404.and adjusted by the MN DEPT OF TRANSP in May 2004..
 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 DEFLEC99 derived deflections.
 DG5404
 DG5404.The ellipsoidal height was determined by GPS observations
 DG5404.and is referenced to NAD 83.
 DG5404
 DG5404.The geoid height was determined by GEOID03.
 DG5404
 DG5404;                    North         East     Units Scale Factor Converg.
 DG5404;SPC MN C     -   242,665.497   751,681.202   MT  0.99992245   -0 27 12.9
 DG5404;UTM  15      - 5,127,077.635   355,399.664   MT  0.99985703   -1 21 24.6
 DG5404
 DG5404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5404!SPC MN C     -   0.99994129  x   0.99992245  =   0.99986375
 DG5404!UTM  15      -   0.99994129  x   0.99985703  =   0.99979833
 DG5404
 DG5404                          SUPERSEDED SURVEY CONTROL
 DG5404
 DG5404.No superseded survey control is available for this station.
 DG5404
 DG5404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5540027078(NAD 83)
 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 = OCTOBER  6, 2006
 DF6190 ***********************************************************************
 DF6190  DESIGNATION -  117 ES
 DF6190  PID         -  DF6190
 DF6190  STATE/COUNTY-  MN/MCLEOD
 DF6190  USGS QUAD   -  HUTCHINSON EAST (1994)
 DF6190
 DF6190                         *CURRENT SURVEY CONTROL
 DF6190  ___________________________________________________________________
 DF6190* NAD 83(1996)-  44 53 33.82148(N)    094 15 19.51657(W)     ADJUSTED  
 DF6190* NAVD 88     -       322.158  (meters)    1056.95   (feet)  ADJUSTED  
 DF6190  ___________________________________________________________________
 DF6190  X           -    -335,858.518 (meters)                     COMP
 DF6190  Y           -  -4,513,743.321 (meters)                     COMP
 DF6190  Z           -   4,479,118.994 (meters)                     COMP
 DF6190  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 DF6190  ELLIP HEIGHT-         294.75  (meters)          (06/18/03) GPS OBS
 DF6190  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DF6190  DYNAMIC HT  -         322.128 (meters)    1056.85  (feet)  COMP
 DF6190  MODELED GRAV-     980,512.2   (mgal)                       NAVD 88
 DF6190
 DF6190  HORZ ORDER  -  FIRST
 DF6190  VERT ORDER  -  SECOND    CLASS I
 DF6190  ELLP ORDER  -  THIRD     CLASS I
 DF6190
 DF6190.The horizontal coordinates were established by GPS observations
 DF6190.and adjusted by the MN DEPT OF TRANSP in June 2003..
 DF6190
 DF6190.The orthometric height was determined by differential leveling
 DF6190.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF6190
 DF6190.The ellipsoidal height was determined by GPS observations
 DF6190.and is referenced to NAD 83.
 DF6190
 DF6190.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF6190;SPC MN S     -   310,337.670   779,824.434   MT  0.99994533   -0 10 44.5
 DF6190;UTM  15      - 4,971,800.543   400,869.103   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  =   0.99989912
 DF6190!UTM  15      -   0.99995379  x   0.99972084  =   0.99967464
 DF6190
 DF6190:                Primary Azimuth Mark                     Grid Az
 DF6190:SPC MN S     -  HALVA                                    157 56 11.3
 DF6190:UTM  15      -  HALVA                                    158 38 36.9
 DF6190
 DF6190|---------------------------------------------------------------------|
 DF6190| PID    Reference Object                     Distance      Geod. Az  |
 DF6190|                                                           dddmmss.s |
 DF6190| DF6197 HALVA                               459.813 METERS 1574526.8 |
 DF6190|---------------------------------------------------------------------|
 DF6190
 DF6190                          SUPERSEDED SURVEY CONTROL
 DF6190
 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: 15TVK0086971801(NAD 83)
 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 = OCTOBER  6, 2006
 PP2905 ***********************************************************************
 PP2905  DESIGNATION -  117 GJS
 PP2905  PID         -  PP2905
 PP2905  STATE/COUNTY-  MN/WASECA
 PP2905  USGS QUAD   -  JANESVILLE (1966)
 PP2905
 PP2905                         *CURRENT SURVEY CONTROL
 PP2905  ___________________________________________________________________
 PP2905* NAD 83(1996)-  44 06 41.95464(N)    093 40 03.05567(W)     ADJUSTED  
 PP2905* NAVD 88     -       341.667  (meters)    1120.95   (feet)  ADJUSTED  
 PP2905  ___________________________________________________________________
 PP2905  X           -    -293,419.162 (meters)                     COMP
 PP2905  Y           -  -4,577,680.072 (meters)                     COMP
 PP2905  Z           -   4,417,225.299 (meters)                     COMP
 PP2905  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 PP2905  ELLIP HEIGHT-         312.87  (meters)          (07/31/00) GPS OBS
 PP2905  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 PP2905  DYNAMIC HT  -         341.599 (meters)    1120.73  (feet)  COMP
 PP2905  MODELED GRAV-     980,409.7   (mgal)                       NAVD 88
 PP2905
 PP2905  HORZ ORDER  -  FIRST
 PP2905  VERT ORDER  -  SECOND    CLASS I
 PP2905  ELLP ORDER  -  FOURTH    CLASS I
 PP2905
 PP2905.The horizontal coordinates were established by GPS observations
 PP2905.and adjusted by the National Geodetic Survey in July 2000..
 PP2905
 PP2905.The orthometric height was determined by differential leveling
 PP2905.and adjusted by the National Geodetic Survey in June 1995..
 PP2905
 PP2905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP2905
 PP2905.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2905
 PP2905.The ellipsoidal height was determined by GPS observations
 PP2905.and is referenced to NAD 83.
 PP2905
 PP2905.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP2905;SPC MN S     -   223,571.817   826,615.722   MT  0.99994505   +0 13 59.0
 PP2905;UTM  15      - 4,884,490.727   446,582.967   MT  0.99963509   -0 27 52.7
 PP2905
 PP2905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2905!SPC MN S     -   0.99995094  x   0.99994505  =   0.99989600
 PP2905!UTM  15      -   0.99995094  x   0.99963509  =   0.99958605
 PP2905
 PP2905:                Primary Azimuth Mark                     Grid Az
 PP2905:SPC MN S     -  STA 32 EDJ                               359 36 48.6
 PP2905:UTM  15      -  STA 32 EDJ                               000 18 40.3
 PP2905
 PP2905|---------------------------------------------------------------------|
 PP2905| PID    Reference Object                     Distance      Geod. Az  |
 PP2905|                                                           dddmmss.s |
 PP2905| PP2908 STA 32 EDJ                          APPROX. 3.3 KM 3595047.6 |
 PP2905|---------------------------------------------------------------------|
 PP2905
 PP2905                          SUPERSEDED SURVEY CONTROL
 PP2905
 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: 15TVJ4658384491(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6147 ***********************************************************************
 DG6147  DESIGNATION -  1178.75
 DG6147  PID         -  DG6147
 DG6147  STATE/COUNTY-  MN/MARSHALL
 DG6147  USGS QUAD   -  GRYGLA (1973)
 DG6147
 DG6147                         *CURRENT SURVEY CONTROL
 DG6147  ___________________________________________________________________
 DG6147* NAD 83(1986)-  48 18 10.     (N)    095 36 53.     (W)     SCALED    
 DG6147* NAVD 88     -       359.929  (meters)    1180.87   (feet)  ADJUSTED  
 DG6147  ___________________________________________________________________
 DG6147  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DG6147  DYNAMIC HT  -         360.011 (meters)    1181.14  (feet)  COMP
 DG6147  MODELED GRAV-     980,828.6   (mgal)                       NAVD 88
 DG6147
 DG6147  VERT ORDER  -  SECOND    CLASS I
 DG6147
 DG6147.The horizontal coordinates were scaled from a topographic map and have
 DG6147.an estimated accuracy of +/- 6 seconds.
 DG6147
 DG6147.The orthometric height was determined by differential leveling
 DG6147.and adjusted by the National Geodetic Survey in February 2005..
 DG6147.No vertical observational check was made to the station.
 DG6147
 DG6147.The geoid height was determined by GEOID03.
 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     -   303,460.      613,480.      MT  (+/- 180 meters Scaled)
 DG6147
 DG6147                          SUPERSEDED SURVEY CONTROL
 DG6147
 DG6147.No superseded survey control is available for this station.
 DG6147
 DG6147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP061532(NAD 83)
 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 - July 01, 2003
 DG6147
 DG6147  HISTORY     - Date     Condition        Report By
 DG6147  HISTORY     - 1995     MONUMENTED       MNDT
 DG6147  HISTORY     - 20030701 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5405 ***********************************************************************
 DG5405  DESIGNATION -  118 DRL
 DG5405  PID         -  DG5405
 DG5405  STATE/COUNTY-  MN/TODD
 DG5405  USGS QUAD   -  BROWERVILLE NE (1966)
 DG5405
 DG5405                         *CURRENT SURVEY CONTROL
 DG5405  ___________________________________________________________________
 DG5405* NAD 83(1996)-  46 14 12.56145(N)    094 52 30.19508(W)     ADJUSTED  
 DG5405* NAVD 88     -       411.8    (meters)    1351.     (feet)  GPS OBS   
 DG5405  ___________________________________________________________________
 DG5405  X           -    -375,592.502 (meters)                     COMP
 DG5405  Y           -  -4,403,624.580 (meters)                     COMP
 DG5405  Z           -   4,583,772.407 (meters)                     COMP
 DG5405  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 DG5405  ELLIP HEIGHT-         385.04  (meters)          (05/07/04) GPS OBS
 DG5405  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DG5405
 DG5405  HORZ ORDER  -  FIRST
 DG5405  ELLP ORDER  -  FOURTH    CLASS I
 DG5405
 DG5405.The horizontal coordinates were established by GPS observations
 DG5405.and adjusted by the MN DEPT OF TRANSP in May 2004..
 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 DEFLEC99 derived deflections.
 DG5405
 DG5405.The ellipsoidal height was determined by GPS observations
 DG5405.and is referenced to NAD 83.
 DG5405
 DG5405.The geoid height was determined by GEOID03.
 DG5405
 DG5405;                    North         East     Units Scale Factor Converg.
 DG5405;SPC MN C     -   237,658.037   751,792.416   MT  0.99992348   -0 27 07.8
 DG5405;UTM  15      - 5,122,069.374   355,431.967   MT  0.99985692   -1 21 15.9
 DG5405
 DG5405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5405!SPC MN C     -   0.99993964  x   0.99992348  =   0.99986313
 DG5405!UTM  15      -   0.99993964  x   0.99985692  =   0.99979657
 DG5405
 DG5405                          SUPERSEDED SURVEY CONTROL
 DG5405
 DG5405.No superseded survey control is available for this station.
 DG5405
 DG5405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5543222069(NAD 83)
 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 = OCTOBER  6, 2006
 PQ0665 ***********************************************************************
 PQ0665  DESIGNATION -  118 ES RESET
 PQ0665  PID         -  PQ0665
 PQ0665  STATE/COUNTY-  MN/MCLEOD
 PQ0665  USGS QUAD   -  BISCAY (1982)
 PQ0665
 PQ0665                         *CURRENT SURVEY CONTROL
 PQ0665  ___________________________________________________________________
 PQ0665* NAD 83(1996)-  44 51 07.41907(N)    094 15 13.66373(W)     ADJUSTED  
 PQ0665* NAVD 88     -       320.17   (+/-2cm)    1050.4    (feet)  VERTCON   
 PQ0665  ___________________________________________________________________
 PQ0665  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 PQ0665  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 PQ0665
 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.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.The vertical order pertains to the NGVD 29 superseded value.
 PQ0665
 PQ0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0665
 PQ0665.The geoid height was determined by GEOID03.
 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;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     -   0.99995411  x   0.99994073  =   0.99989484
 PQ0665!UTM  15      -   0.99995411  x   0.99972069  =   0.99967481
 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: 15TVK0092867281(NAD 83)
 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 = OCTOBER  6, 2006
 DG6148 ***********************************************************************
 DG6148  DESIGNATION -  1182.76
 DG6148  PID         -  DG6148
 DG6148  STATE/COUNTY-  MN/MARSHALL
 DG6148  USGS QUAD   -  GRYGLA SW (1973)
 DG6148
 DG6148                         *CURRENT SURVEY CONTROL
 DG6148  ___________________________________________________________________
 DG6148* NAD 83(1986)-  48 18 17.     (N)    095 38 11.     (W)     SCALED    
 DG6148* NAVD 88     -       358.391  (meters)    1175.82   (feet)  ADJUSTED  
 DG6148  ___________________________________________________________________
 DG6148  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DG6148  DYNAMIC HT  -         358.471 (meters)    1176.08  (feet)  COMP
 DG6148  MODELED GRAV-     980,823.3   (mgal)                       NAVD 88
 DG6148
 DG6148  VERT ORDER  -  SECOND    CLASS I
 DG6148
 DG6148.The horizontal coordinates were scaled from a topographic map and have
 DG6148.an estimated accuracy of +/- 6 seconds.
 DG6148
 DG6148.The orthometric height was determined by differential leveling
 DG6148.and adjusted by the National Geodetic Survey in February 2005..
 DG6148.No vertical observational check was made to the station.
 DG6148
 DG6148.The geoid height was determined by GEOID03.
 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     -   303,730.      611,880.      MT  (+/- 180 meters Scaled)
 DG6148
 DG6148                          SUPERSEDED SURVEY CONTROL
 DG6148
 DG6148.No superseded survey control is available for this station.
 DG6148
 DG6148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP045535(NAD 83)
 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 - July 01, 2003
 DG6148
 DG6148  HISTORY     - Date     Condition        Report By
 DG6148  HISTORY     - 2003     MONUMENTED       MNDT
 DG6148  HISTORY     - 20030701 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0313 ***********************************************************************
 RO0313  DESIGNATION -  1191
 RO0313  PID         -  RO0313
 RO0313  STATE/COUNTY-  MN/MORRISON
 RO0313  USGS QUAD   -  RANDALL WEST (1981)
 RO0313
 RO0313                         *CURRENT SURVEY CONTROL
 RO0313  ___________________________________________________________________
 RO0313* NAD 83(1986)-  46 05 42.     (N)    094 30 47.     (W)     SCALED    
 RO0313* NAVD 88     -       363.215  (meters)    1191.65   (feet)  ADJUSTED  
 RO0313  ___________________________________________________________________
 RO0313  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 RO0313  DYNAMIC HT  -         363.224 (meters)    1191.68  (feet)  COMP
 RO0313  MODELED GRAV-     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
 RO0313.and adjusted by the National Geodetic Survey in June 1991..
 RO0313
 RO0313.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI5867 ***********************************************************************
 AI5867  DESIGNATION -  1196
 AI5867  PID         -  AI5867
 AI5867  STATE/COUNTY-  MN/CROW WING
 AI5867  USGS QUAD   -  SOUTH LONG LAKE (1973)
 AI5867
 AI5867                         *CURRENT SURVEY CONTROL
 AI5867  ___________________________________________________________________
 AI5867* NAD 83(1986)-  46 15 44.     (N)    094 06 49.     (W)     SCALED    
 AI5867* NAVD 88     -       364.840  (meters)    1196.98   (feet)  ADJUSTED  
 AI5867  ___________________________________________________________________
 AI5867  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AI5867  DYNAMIC HT  -         364.850 (meters)    1197.01  (feet)  COMP
 AI5867  MODELED GRAV-     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
 AI5867.and adjusted by the National Geodetic Survey in August 2006..
 AI5867
 AI5867.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 RN1207 ***********************************************************************
 RN1207  DESIGNATION -  12
 RN1207  PID         -  RN1207
 RN1207  STATE/COUNTY-  MN/ST LOUIS
 RN1207  USGS QUAD   -  DULUTH HEIGHTS (1993)
 RN1207
 RN1207                         *CURRENT SURVEY CONTROL
 RN1207  ___________________________________________________________________
 RN1207* NAD 83(1996)-  46 51 55.72158(N)    092 09 04.57140(W)     ADJUSTED  
 RN1207* NAVD 88     -       443.841  (meters)    1456.17   (feet)  ADJUSTED  
 RN1207  ___________________________________________________________________
 RN1207  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 RN1207  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 RN1207  DYNAMIC HT  -         443.888 (meters)    1456.32  (feet)  COMP
 RN1207  MODELED GRAV-     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
 RN1207.and adjusted by the National Geodetic Survey in June 1991..
 RN1207
 RN1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1207
 RN1207.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RN1207;SPC MN N     -   141,076.444   872,338.948   MT  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     -   0.99993485  x   1.00004479  =   0.99997964
 RN1207!UTM  15      -   0.99993485  x   0.99965143  =   0.99958631
 RN1207
 RN1207                          SUPERSEDED SURVEY CONTROL
 RN1207
 RN1207  NAD 83(1996)-  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: 15TWM6468790565(NAD 83)
 RN1207_MARKER: DB = BENCH MARK DISK
 RN1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN1207_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0216 ***********************************************************************
 QO0216  DESIGNATION -  12
 QO0216  PID         -  QO0216
 QO0216  STATE/COUNTY-  MN/WASHINGTON
 QO0216  USGS QUAD   -  STILLWATER (1993)
 QO0216
 QO0216                         *CURRENT SURVEY CONTROL
 QO0216  ___________________________________________________________________
 QO0216* NAD 83(1986)-  45 03 21.     (N)    092 48 17.     (W)     SCALED    
 QO0216* NAVD 88     -       210.949  (meters)     692.09   (feet)  ADJUSTED  
 QO0216  ___________________________________________________________________
 QO0216  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 QO0216  DYNAMIC HT  -         210.945 (meters)     692.08  (feet)  COMP
 QO0216  MODELED GRAV-     980,592.3   (mgal)                       NAVD 88
 QO0216
 QO0216  VERT ORDER  -  SECOND    CLASS I
 QO0216
 QO0216.The horizontal coordinates were scaled from a topographic map and have
 QO0216.an estimated accuracy of +/- 6 seconds.
 QO0216
 QO0216.The orthometric height was determined by differential leveling
 QO0216.and adjusted by the National Geodetic Survey in June 1991..
 QO0216
 QO0216.The geoid height was determined by GEOID03.
 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     -   329,120.      894,150.      MT  (+/- 180 meters Scaled)
 QO0216
 QO0216                          SUPERSEDED SURVEY CONTROL
 QO0216
 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: 15TWK153891(NAD 83)
 QO0216_MARKER: DB = BENCH MARK DISK
 QO0216_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0216_SP_SET: BUILDING WALL
 QO0216_STAMPING: BM 12 USE ST CROIX RIVER
 QO0216_MARK LOGO: USACE 
 QO0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0216+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8703 ***********************************************************************
 DF8703  DESIGNATION -  12
 DF8703  PID         -  DF8703
 DF8703  STATE/COUNTY-  MN/KANABEC
 DF8703  USGS QUAD   -  MORA SOUTH (1980)
 DF8703
 DF8703                         *CURRENT SURVEY CONTROL
 DF8703  ___________________________________________________________________
 DF8703* NAD 83(1996)-  45 49 54.62907(N)    093 17 47.93545(W)     ADJUSTED  
 DF8703* NAVD 88     -       303.7    (meters)     996.     (feet)  GPS OBS   
 DF8703  ___________________________________________________________________
 DF8703  X           -    -256,011.528 (meters)                     COMP
 DF8703  Y           -  -4,444,571.098 (meters)                     COMP
 DF8703  Z           -   4,552,441.987 (meters)                     COMP
 DF8703  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 DF8703  ELLIP HEIGHT-         275.84  (meters)          (10/22/03) GPS OBS
 DF8703  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DF8703
 DF8703  HORZ ORDER  -  FIRST
 DF8703  ELLP ORDER  -  THIRD     CLASS II
 DF8703
 DF8703.The horizontal coordinates were established by GPS observations
 DF8703.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8703
 DF8703.The orthometric height was determined by GPS observations and a
 DF8703.high-resolution geoid model.
 DF8703
 DF8703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8703
 DF8703.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8703
 DF8703.The ellipsoidal height was determined by GPS observations
 DF8703.and is referenced to NAD 83.
 DF8703
 DF8703.The geoid height was determined by GEOID03.
 DF8703
 DF8703;                    North         East     Units Scale Factor Converg.
 DF8703;SPC MN C     -   192,901.920   874,068.403   MT  0.99996033   +0 41 22.7
 DF8703;UTM  15      - 5,075,406.978   476,960.320   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  =   0.99991709
 DF8703!UTM  15      -   0.99995676  x   0.99960653  =   0.99956331
 DF8703
 DF8703                          SUPERSEDED SURVEY CONTROL
 DF8703
 DF8703.No superseded survey control is available for this station.
 DF8703
 DF8703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7696075407(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8703+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8703
 DF8703  HISTORY     - Date     Condition        Report By
 DF8703  HISTORY     - 2001     MONUMENTED       MN-065
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1709 ***********************************************************************
 QP1709  DESIGNATION -  12 1
 QP1709  PID         -  QP1709
 QP1709  STATE/COUNTY-  MN/KANDIYOHI
 QP1709  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1709
 QP1709                         *CURRENT SURVEY CONTROL
 QP1709  ___________________________________________________________________
 QP1709* NAD 83(1986)-  45 08 21.     (N)    095 00 43.     (W)     SCALED    
 QP1709* NAVD 88     -       351.656  (meters)    1153.72   (feet)  ADJUSTED  
 QP1709  ___________________________________________________________________
 QP1709  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP1709  DYNAMIC HT  -         351.630 (meters)    1153.64  (feet)  COMP
 QP1709  MODELED GRAV-     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
 QP1709.and adjusted by the National Geodetic Survey in June 1991..
 QP1709
 QP1709.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1694 ***********************************************************************
 QP1694  DESIGNATION -  12 2
 QP1694  PID         -  QP1694
 QP1694  STATE/COUNTY-  MN/KANDIYOHI
 QP1694  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1694
 QP1694                         *CURRENT SURVEY CONTROL
 QP1694  ___________________________________________________________________
 QP1694* NAD 83(1986)-  45 07 58.     (N)    095 00 06.     (W)     SCALED    
 QP1694* NAVD 88     -       355.528  (meters)    1166.43   (feet)  ADJUSTED  
 QP1694  ___________________________________________________________________
 QP1694  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP1694  DYNAMIC HT  -         355.501 (meters)    1166.34  (feet)  COMP
 QP1694  MODELED GRAV-     980,530.0   (mgal)                       NAVD 88
 QP1694
 QP1694  VERT ORDER  -  SECOND    CLASS II
 QP1694
 QP1694.The horizontal coordinates were scaled from a topographic map and have
 QP1694.an estimated accuracy of +/- 6 seconds.
 QP1694
 QP1694.The orthometric height was determined by differential leveling
 QP1694.and adjusted by the National Geodetic Survey in June 1991..
 QP1694
 QP1694.The geoid height was determined by GEOID03.
 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     -   337,470.      721,210.      MT  (+/- 180 meters Scaled)
 QP1694
 QP1694                          SUPERSEDED SURVEY CONTROL
 QP1694
 QP1694.No superseded survey control is available for this station.
 QP1694
 QP1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK426996(NAD 83)
 QP1694_MARKER: DB = BENCH MARK DISK
 QP1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1694_SP_SET: CONCRETE POST
 QP1694_STAMPING: 12-2 1981
 QP1694_MARK LOGO: MNDT  
 QP1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1694+STABILITY: SURFACE MOTION
 QP1694
 QP1694  HISTORY     - Date     Condition        Report By
 QP1694  HISTORY     - 1981     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0164 ***********************************************************************
 QO0164  DESIGNATION -  12 ADP
 QO0164  PID         -  QO0164
 QO0164  STATE/COUNTY-  MN/CHISAGO
 QO0164  USGS QUAD   -  LINDSTROM (1974)
 QO0164
 QO0164                         *CURRENT SURVEY CONTROL
 QO0164  ___________________________________________________________________
 QO0164* NAD 83(1986)-  45 22 56.     (N)    092 46 18.     (W)     SCALED    
 QO0164* NAVD 88     -       288.208  (meters)     945.56   (feet)  ADJUSTED  
 QO0164  ___________________________________________________________________
 QO0164  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 QO0164  DYNAMIC HT  -         288.213 (meters)     945.58  (feet)  COMP
 QO0164  MODELED GRAV-     980,622.8   (mgal)                       NAVD 88
 QO0164
 QO0164  VERT ORDER  -  SECOND    CLASS I
 QO0164
 QO0164.The horizontal coordinates were scaled from a topographic map and have
 QO0164.an estimated accuracy of +/- 6 seconds.
 QO0164
 QO0164.The orthometric height was determined by differential leveling
 QO0164.and adjusted by the National Geodetic Survey in June 1991..
 QO0164
 QO0164.The geoid height was determined by GEOID03.
 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     -   143,560.      915,780.      MT  (+/- 180 meters Scaled)
 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: 15TWL178254(NAD 83)
 QO0164_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0164+STABILITY: SURFACE MOTION
 QO0164
 QO0164  HISTORY     - Date     Condition        Report By
 QO0164  HISTORY     - 1954     MONUMENTED       USGS
 QO0164  HISTORY     - 1975     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0450 ***********************************************************************
 RN0450  DESIGNATION -  12 BOLT
 RN0450  PID         -  RN0450
 RN0450  STATE/COUNTY-  MN/PINE
 RN0450  USGS QUAD   -  WILLOW RIVER (1981)
 RN0450
 RN0450                         *CURRENT SURVEY CONTROL
 RN0450  ___________________________________________________________________
 RN0450* NAD 83(1986)-  46 19 01.     (N)    092 50 43.     (W)     SCALED    
 RN0450* NAVD 88     -       313.033  (meters)    1027.01   (feet)  ADJUSTED  
 RN0450  ___________________________________________________________________
 RN0450  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 RN0450  DYNAMIC HT  -         313.042 (meters)    1027.04  (feet)  COMP
 RN0450  MODELED GRAV-     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
 RN0450.and adjusted by the National Geodetic Survey in June 1991..
 RN0450
 RN0450.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0449 ***********************************************************************
 RN0449  DESIGNATION -  12 CAP
 RN0449  PID         -  RN0449
 RN0449  STATE/COUNTY-  MN/PINE
 RN0449  USGS QUAD   -  WILLOW RIVER (1981)
 RN0449
 RN0449                         *CURRENT SURVEY CONTROL
 RN0449  ___________________________________________________________________
 RN0449* NAD 83(1986)-  46 19 01.     (N)    092 50 43.     (W)     SCALED    
 RN0449* NAVD 88     -       314.250  (meters)    1031.00   (feet)  ADJUSTED  
 RN0449  ___________________________________________________________________
 RN0449  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 RN0449  DYNAMIC HT  -         314.259 (meters)    1031.03  (feet)  COMP
 RN0449  MODELED GRAV-     980,634.2   (mgal)                       NAVD 88
 RN0449
 RN0449  VERT ORDER  -  SECOND    CLASS 0
 RN0449
 RN0449.The horizontal coordinates were scaled from a topographic map and have
 RN0449.an estimated accuracy of +/- 6 seconds.
 RN0449
 RN0449.The orthometric height was determined by differential leveling
 RN0449.and adjusted by the National Geodetic Survey in June 1991..
 RN0449.WARNING-Repeat measurements at this control monument indicate possible
 RN0449.vertical movement.
 RN0449
 RN0449.The geoid height was determined by GEOID03.
 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     -   247,330.      908,180.      MT  (+/- 180 meters Scaled)
 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: 15TWM119292(NAD 83)
 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_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0449
 RN0449  HISTORY     - Date     Condition        Report By
 RN0449  HISTORY     - UNK      MONUMENTED       DOD
 RN0449  HISTORY     - 1971     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0637 ***********************************************************************
 SK0637  DESIGNATION -  12 CLC
 SK0637  PID         -  SK0637
 SK0637  STATE/COUNTY-  MN/POLK
 SK0637  USGS QUAD   -  MC INTOSH (1982)
 SK0637
 SK0637                         *CURRENT SURVEY CONTROL
 SK0637  ___________________________________________________________________
 SK0637* NAD 83(1986)-  47 38 35.     (N)    095 53 11.     (W)     SCALED    
 SK0637* NAVD 88     -       377.601  (meters)    1238.85   (feet)  ADJUSTED  
 SK0637  ___________________________________________________________________
 SK0637  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 SK0637  DYNAMIC HT  -         377.649 (meters)    1239.00  (feet)  COMP
 SK0637  MODELED GRAV-     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
 SK0637.and adjusted by the National Geodetic Survey in June 1991..
 SK0637
 SK0637.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0639 ***********************************************************************
 SK0639  DESIGNATION -  12 CLC A TBM
 SK0639  PID         -  SK0639
 SK0639  STATE/COUNTY-  MN/POLK
 SK0639  USGS QUAD   -  MC INTOSH (1982)
 SK0639
 SK0639                         *CURRENT SURVEY CONTROL
 SK0639  ___________________________________________________________________
 SK0639* NAD 83(1986)-  47 39 31.     (N)    095 53 09.     (W)     SCALED    
 SK0639* NAVD 88     -       373.071  (meters)    1223.98   (feet)  ADJUSTED  
 SK0639  ___________________________________________________________________
 SK0639  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 SK0639  DYNAMIC HT  -         373.119 (meters)    1224.14  (feet)  COMP
 SK0639  MODELED GRAV-     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
 SK0639.and adjusted by the National Geodetic Survey in June 1991..
 SK0639
 SK0639.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0638 ***********************************************************************
 SK0638  DESIGNATION -  12 CLC RM
 SK0638  PID         -  SK0638
 SK0638  STATE/COUNTY-  MN/POLK
 SK0638  USGS QUAD   -  MC INTOSH (1982)
 SK0638
 SK0638                         *CURRENT SURVEY CONTROL
 SK0638  ___________________________________________________________________
 SK0638* NAD 83(1986)-  47 38 39.     (N)    095 53 10.     (W)     SCALED    
 SK0638* NAVD 88     -       376.332  (meters)    1234.68   (feet)  ADJUSTED  
 SK0638  ___________________________________________________________________
 SK0638  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 SK0638  DYNAMIC HT  -         376.379 (meters)    1234.84  (feet)  COMP
 SK0638  MODELED GRAV-     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
 SK0638.and adjusted by the National Geodetic Survey in June 1991..
 SK0638
 SK0638.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AC8794 ***********************************************************************
 AC8794  DESIGNATION -  12 ES
 AC8794  PID         -  AC8794
 AC8794  STATE/COUNTY-  MN/RICE
 AC8794  USGS QUAD   -  LITTLE CHICAGO (1960)
 AC8794
 AC8794                         *CURRENT SURVEY CONTROL
 AC8794  ___________________________________________________________________
 AC8794* NAD 83(1986)-  44 28 44.     (N)    093 21 17.     (W)     SCALED    
 AC8794* NAVD 88     -       322.864  (meters)    1059.26   (feet)  ADJUSTED  
 AC8794  ___________________________________________________________________
 AC8794  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AC8794  DYNAMIC HT  -         322.827 (meters)    1059.14  (feet)  COMP
 AC8794  MODELED GRAV-     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
 AC8794.and adjusted by the National Geodetic Survey in September 1997..
 AC8794
 AC8794.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF8566 ***********************************************************************
 DF8566  DESIGNATION -  12 JMK
 DF8566  PID         -  DF8566
 DF8566  STATE/COUNTY-  MN/MURRAY
 DF8566  USGS QUAD   -  WALNUT GROVE (1967)
 DF8566
 DF8566                         *CURRENT SURVEY CONTROL
 DF8566  ___________________________________________________________________
 DF8566* NAD 83(1996)-  44 08 16.12059(N)    095 28 57.61871(W)     ADJUSTED  
 DF8566* NAVD 88     -       432.8    (meters)    1420.     (feet)  GPS OBS   
 DF8566  ___________________________________________________________________
 DF8566  X           -    -438,083.694 (meters)                     COMP
 DF8566  Y           -  -4,564,141.064 (meters)                     COMP
 DF8566  Z           -   4,419,376.525 (meters)                     COMP
 DF8566  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 DF8566  ELLIP HEIGHT-         405.92  (meters)          (10/22/03) GPS OBS
 DF8566  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DF8566
 DF8566  HORZ ORDER  -  FIRST
 DF8566  ELLP ORDER  -  THIRD     CLASS I
 DF8566
 DF8566.The horizontal coordinates were established by GPS observations
 DF8566.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8566
 DF8566.The orthometric height was determined by GPS observations and a
 DF8566.high-resolution geoid model.
 DF8566
 DF8566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8566
 DF8566.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8566
 DF8566.The ellipsoidal height was determined by GPS observations
 DF8566.and is referenced to NAD 83.
 DF8566
 DF8566.The geoid height was determined by GEOID03.
 DF8566
 DF8566;                    North         East     Units Scale Factor Converg.
 DF8566;SPC MN S     -   227,499.878   681,369.516   MT  0.99994207   -1 02 21.3
 DF8566;UTM  15      - 4,890,176.554   301,413.331   MT  1.00008504   -1 43 46.1
 DF8566
 DF8566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8566!SPC MN S     -   0.99993635  x   0.99994207  =   0.99987843
 DF8566!UTM  15      -   0.99993635  x   1.00008504  =   1.00002139
 DF8566
 DF8566                          SUPERSEDED SURVEY CONTROL
 DF8566
 DF8566.No superseded survey control is available for this station.
 DF8566
 DF8566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0141390177(NAD 83)
 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 = OCTOBER  6, 2006
 AC5046 ***********************************************************************
 AC5046  DESIGNATION -  12 RC
 AC5046  PID         -  AC5046
 AC5046  STATE/COUNTY-  MN/HOUSTON
 AC5046  USGS QUAD   -  MOUND PRAIRIE (1973)
 AC5046
 AC5046                         *CURRENT SURVEY CONTROL
 AC5046  ___________________________________________________________________
 AC5046* NAD 83(1996)-  43 49 28.81018(N)    091 27 17.24350(W)     ADJUSTED  
 AC5046* NAVD 88     -       374.9    (meters)    1230.     (feet)  GPS OBS   
 AC5046  ___________________________________________________________________
 AC5046  X           -    -117,019.944 (meters)                     COMP
 AC5046  Y           -  -4,607,750.012 (meters)                     COMP
 AC5046  Z           -   4,394,295.579 (meters)                     COMP
 AC5046  LAPLACE CORR-          -8.02  (seconds)                    DEFLEC99
 AC5046  ELLIP HEIGHT-         343.93  (meters)          (01/15/97) GPS OBS
 AC5046  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 AC5046
 AC5046  HORZ ORDER  -  FIRST
 AC5046  ELLP ORDER  -  FOURTH    CLASS II
 AC5046
 AC5046.The horizontal coordinates were established by GPS observations
 AC5046.and adjusted by the National Geodetic Survey in January 1997..
 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.
 AC5046
 AC5046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5046
 AC5046.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5046
 AC5046.The ellipsoidal height was determined by GPS observations
 AC5046.and is referenced to NAD 83.
 AC5046
 AC5046.The geoid height was determined by GEOID03.
 AC5046
 AC5046;                    North         East     Units Scale Factor Converg.
 AC5046;SPC MN S     -   194,818.667 1,004,706.953   MT  0.99999130   +1 47 02.4
 AC5046;UTM  15      - 4,853,559.890   624,250.731   MT  0.99978989   +1 04 12.4
 AC5046
 AC5046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5046!SPC MN S     -   0.99994607  x   0.99999130  =   0.99993737
 AC5046!UTM  15      -   0.99994607  x   0.99978989  =   0.99973597
 AC5046
 AC5046                          SUPERSEDED SURVEY CONTROL
 AC5046
 AC5046.No superseded survey control is available for this station.
 AC5046
 AC5046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2425153560(NAD 83)
 AC5046_MARKER: DB = BENCH MARK DISK
 AC5046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5046_STAMPING: 1230 FEET 12 RC 1955
 AC5046_MARK LOGO: USGS  
 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 15, 1996
 AC5046
 AC5046  HISTORY     - Date     Condition        Report By
 AC5046  HISTORY     - 1955     MONUMENTED       USGS
 AC5046  HISTORY     - 19960315 GOOD             MN-055
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1692 ***********************************************************************
 RN1692  DESIGNATION -  12 RESET
 RN1692  PID         -  RN1692
 RN1692  STATE/COUNTY-  MN/ST LOUIS
 RN1692  USGS QUAD   -  WEST DULUTH (1993)
 RN1692
 RN1692                         *CURRENT SURVEY CONTROL
 RN1692  ___________________________________________________________________
 RN1692* NAD 83(1996)-  46 43 08.79177(N)    092 10 15.81122(W)     ADJUSTED  
 RN1692* NAVD 88     -       185.1    (meters)     607.     (feet)  VERTCON   
 RN1692  ___________________________________________________________________
 RN1692  X           -    -165,949.775 (meters)                     COMP
 RN1692  Y           -  -4,377,436.091 (meters)                     COMP
 RN1692  Z           -   4,620,527.183 (meters)                     COMP
 RN1692  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 RN1692  ELLIP HEIGHT-         157.23  (meters)          (03/16/99) GPS OBS
 RN1692  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN1692
 RN1692  HORZ ORDER  -  SECOND
 RN1692  ELLP ORDER  -  FOURTH    CLASS I
 RN1692
 RN1692.The horizontal coordinates were established by GPS observations
 RN1692.and adjusted by the National Geodetic Survey in March 1999..
 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 DEFLEC99 derived deflections.
 RN1692
 RN1692.The ellipsoidal height was determined by GPS observations
 RN1692.and is referenced to NAD 83.
 RN1692
 RN1692.The geoid height was determined by GEOID03.
 RN1692
 RN1692;                    North         East     Units Scale Factor Converg.
 RN1692;SPC MN N     -   124,786.785   871,025.708   MT  1.00009070   +0 41 18.8
 RN1692;SPC WI N     -   174,819.774   434,036.646   MT  0.99999165   -1 33 58.1
 RN1692;SPC WI N     -   573,554.54  1,424,001.90   sFT  0.99999165   -1 33 58.1
 RN1692;UTM  15      - 5,174,284.092   563,350.129   MT  0.99964933   +0 36 12.6
 RN1692
 RN1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1692!SPC MN N     -   0.99997535  x   1.00009070  =   1.00006605
 RN1692!SPC WI N     -   0.99997535  x   0.99999165  =   0.99996700
 RN1692!UTM  15      -   0.99997535  x   0.99964933  =   0.99962469
 RN1692
 RN1692                          SUPERSEDED SURVEY CONTROL
 RN1692
 RN1692  NAD 83(1996)-  46 43 08.79210(N)    092 10 15.81052(W) AD(       ) 2
 RN1692  ELLIP H (11/21/91)  157.15   (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)          607.     (f) 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_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 = OCTOBER  6, 2006
 PR0710 ***********************************************************************
 PR0710  DESIGNATION -  12 T
 PR0710  PID         -  PR0710
 PR0710  STATE/COUNTY-  MN/LYON
 PR0710  USGS QUAD   -  TAUNTON (1967)
 PR0710
 PR0710                         *CURRENT SURVEY CONTROL
 PR0710  ___________________________________________________________________
 PR0710* NAD 83(1996)-  44 30 07.17903(N)    096 00 06.44120(W)     ADJUSTED  
 PR0710* NAVD 88     -       393.48   (+/-2cm)    1290.9    (feet)  VERTCON   
 PR0710  ___________________________________________________________________
 PR0710  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 PR0710  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 PR0710
 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.The vertical order pertains to the NGVD 29 superseded value.
 PR0710
 PR0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 PR0710
 PR0710.The geoid height was determined by GEOID03.
 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;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  =   0.99986452
 PR0710!UTM  14      -   0.99994248  x   1.00029867  =   1.00024113
 PR0710!UTM  15      -   0.99994248  x   1.00030034  =   1.00024280
 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: 14TQQ3834532004(NAD 83)
 PR0710_MARKER: DB = BENCH MARK DISK
 PR0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 SK0255 ***********************************************************************
 SK0255  DESIGNATION -  12 WGW
 SK0255  PID         -  SK0255
 SK0255  STATE/COUNTY-  MN/HUBBARD
 SK0255  USGS QUAD   -  LAKE GEORGE (1972)
 SK0255
 SK0255                         *CURRENT SURVEY CONTROL
 SK0255  ___________________________________________________________________
 SK0255* NAD 83(1986)-  47 12 39.     (N)    094 55 41.     (W)     SCALED    
 SK0255* NAVD 88     -       456.249  (meters)    1496.88   (feet)  ADJUSTED  
 SK0255  ___________________________________________________________________
 SK0255  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 SK0255  DYNAMIC HT  -         456.290 (meters)    1497.01  (feet)  COMP
 SK0255  MODELED GRAV-     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
 SK0255.and adjusted by the National Geodetic Survey in June 1991..
 SK0255
 SK0255.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0547 ***********************************************************************
 PQ0547  DESIGNATION -  1201 A
 PQ0547  PID         -  PQ0547
 PQ0547  STATE/COUNTY-  MN/CHIPPEWA
 PQ0547  USGS QUAD   -  MONTEVIDEO (1994)
 PQ0547
 PQ0547                         *CURRENT SURVEY CONTROL
 PQ0547  ___________________________________________________________________
 PQ0547* NAD 83(1986)-  44 56 24.     (N)    095 43 47.     (W)     SCALED    
 PQ0547* NAVD 88     -       286.009  (meters)     938.35   (feet)  ADJUSTED  
 PQ0547  ___________________________________________________________________
 PQ0547  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 PQ0547  DYNAMIC HT  -         285.989 (meters)     938.28  (feet)  COMP
 PQ0547  MODELED GRAV-     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
 PQ0547.and adjusted by the National Geodetic Survey in February 2000..
 PQ0547
 PQ0547.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 DI1793 ***********************************************************************
 DI1793  DESIGNATION -  1202 B
 DI1793  PID         -  DI1793
 DI1793  STATE/COUNTY-  MN/CHIPPEWA
 DI1793  USGS QUAD   -  MAYNARD (1965)
 DI1793
 DI1793                         *CURRENT SURVEY CONTROL
 DI1793  ___________________________________________________________________
 DI1793* NAD 83(1996)-  44 56 57.43253(N)    095 27 08.79727(W)     ADJUSTED  
 DI1793* NAVD 88     -       316.7    (meters)    1039.     (feet)  GPS OBS   
 DI1793  ___________________________________________________________________
 DI1793  X           -    -429,657.358 (meters)                     COMP
 DI1793  Y           -  -4,501,320.408 (meters)                     COMP
 DI1793  Z           -   4,483,566.525 (meters)                     COMP
 DI1793  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 DI1793  ELLIP HEIGHT-         290.18  (meters)          (09/26/06) GPS OBS
 DI1793  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DI1793
 DI1793  HORZ ORDER  -  FIRST
 DI1793  ELLP ORDER  -  THIRD     CLASS I
 DI1793
 DI1793.The horizontal coordinates were established by GPS observations
 DI1793.and adjusted by the MN DEPT OF TRANSP in September 2006..
 DI1793
 DI1793.The orthometric height was determined by GPS observations and a
 DI1793.high-resolution geoid model.
 DI1793
 DI1793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1793
 DI1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI1793
 DI1793.The ellipsoidal height was determined by GPS observations
 DI1793.and is referenced to NAD 83.
 DI1793
 DI1793.The geoid height was determined by GEOID03.
 DI1793
 DI1793;                    North         East     Units Scale Factor Converg.
 DI1793;SPC MN S     -   317,609.450   685,389.903   MT  0.99995255   -1 01 05.0
 DI1793;UTM  15      - 4,980,242.824   306,539.303   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  =   1.00001474
 DI1793
 DI1793                          SUPERSEDED SURVEY CONTROL
 DI1793
 DI1793.No superseded survey control is available for this station.
 DI1793
 DI1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0653980243(NAD 83)
 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: FLUSH
 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 - 2005
 DI1793_ROD/PIPE-DEPTH:  6.7 meters
 DI1793
 DI1793  HISTORY     - Date     Condition        Report By
 DI1793  HISTORY     - 2005     MONUMENTED       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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1794 ***********************************************************************
 DI1794  DESIGNATION -  1202 C
 DI1794  PID         -  DI1794
 DI1794  STATE/COUNTY-  MN/CHIPPEWA
 DI1794  USGS QUAD   -  MAYNARD (1965)
 DI1794
 DI1794                         *CURRENT SURVEY CONTROL
 DI1794  ___________________________________________________________________
 DI1794* NAD 83(1996)-  44 56 56.72646(N)    095 29 34.81715(W)     ADJUSTED  
 DI1794* NAVD 88     -       313.9    (meters)    1030.     (feet)  GPS OBS   
 DI1794  ___________________________________________________________________
 DI1794  X           -    -432,845.136 (meters)                     COMP
 DI1794  Y           -  -4,501,028.549 (meters)                     COMP
 DI1794  Z           -   4,483,549.198 (meters)                     COMP
 DI1794  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 DI1794  ELLIP HEIGHT-         287.49  (meters)          (09/26/06) GPS OBS
 DI1794  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DI1794
 DI1794  HORZ ORDER  -  FIRST
 DI1794  ELLP ORDER  -  THIRD     CLASS I
 DI1794
 DI1794.The horizontal coordinates were established by GPS observations
 DI1794.and adjusted by the MN DEPT OF TRANSP in September 2006..
 DI1794
 DI1794.The orthometric height was determined by GPS observations and a
 DI1794.high-resolution geoid model.
 DI1794
 DI1794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1794
 DI1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI1794
 DI1794.The ellipsoidal height was determined by GPS observations
 DI1794.and is referenced to NAD 83.
 DI1794
 DI1794.The geoid height was determined by GEOID03.
 DI1794
 DI1794;                    North         East     Units Scale Factor Converg.
 DI1794;SPC MN S     -   317,645.323   682,189.244   MT  0.99995253   -1 02 47.4
 DI1794;UTM  15      - 4,980,318.654   303,338.972   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  =   1.00003051
 DI1794
 DI1794                          SUPERSEDED SURVEY CONTROL
 DI1794
 DI1794.No superseded survey control is available for this station.
 DI1794
 DI1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0333980319(NAD 83)
 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 - 2005
 DI1794_ROD/PIPE-DEPTH:  7.6 meters
 DI1794
 DI1794  HISTORY     - Date     Condition        Report By
 DI1794  HISTORY     - 2005     MONUMENTED       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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1795 ***********************************************************************
 DI1795  DESIGNATION -  1202 D
 DI1795  PID         -  DI1795
 DI1795  STATE/COUNTY-  MN/CHIPPEWA
 DI1795  USGS QUAD   -  ASBURY (1965)
 DI1795
 DI1795                         *CURRENT SURVEY CONTROL
 DI1795  ___________________________________________________________________
 DI1795* NAD 83(1996)-  44 56 58.96142(N)    095 30 47.40621(W)     ADJUSTED  
 DI1795* NAVD 88     -       312.40   (meters)    1024.9    (feet)  LEVELING  
 DI1795  ___________________________________________________________________
 DI1795  X           -    -434,424.334 (meters)                     COMP
 DI1795  Y           -  -4,500,826.367 (meters)                     COMP
 DI1795  Z           -   4,483,596.968 (meters)                     COMP
 DI1795  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 DI1795  ELLIP HEIGHT-         285.99  (meters)          (09/26/06) GPS OBS
 DI1795  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DI1795
 DI1795  HORZ ORDER  -  FIRST
 DI1795  VERT ORDER  -  THIRD ?
 DI1795  ELLP ORDER  -  THIRD     CLASS I
 DI1795
 DI1795.The horizontal coordinates were established by GPS observations
 DI1795.and adjusted by the MN DEPT OF TRANSP in September 2006..
 DI1795
 DI1795.The orthometric height was determined by differential leveling.
 DI1795.The vertical network tie was performed by a horz. field party for horz.
 DI1795.obs reductions. Reset procedures were used to establish the elevation.
 DI1795
 DI1795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1795
 DI1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI1795
 DI1795.The ellipsoidal height was determined by GPS observations
 DI1795.and is referenced to NAD 83.
 DI1795
 DI1795.The geoid height was determined by GEOID03.
 DI1795
 DI1795;                    North         East     Units Scale Factor Converg.
 DI1795;SPC MN S     -   317,743.557   680,599.620   MT  0.99995261   -1 03 38.2
 DI1795;UTM  15      - 4,980,436.743   301,750.497   MT  1.00008331   -1 46 33.9
 DI1795
 DI1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1795!SPC MN S     -   0.99995516  x   0.99995261  =   0.99990777
 DI1795!UTM  15      -   0.99995516  x   1.00008331  =   1.00003847
 DI1795
 DI1795                          SUPERSEDED SURVEY CONTROL
 DI1795
 DI1795.No superseded survey control is available for this station.
 DI1795
 DI1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0175080437(NAD 83)
 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 - 2005
 DI1795_ROD/PIPE-DEPTH:  7.6 meters
 DI1795
 DI1795  HISTORY     - Date     Condition        Report By
 DI1795  HISTORY     - 2005     MONUMENTED       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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1796 ***********************************************************************
 DI1796  DESIGNATION -  1202 F
 DI1796  PID         -  DI1796
 DI1796  STATE/COUNTY-  MN/CHIPPEWA
 DI1796  USGS QUAD   -  ASBURY (1965)
 DI1796
 DI1796                         *CURRENT SURVEY CONTROL
 DI1796  ___________________________________________________________________
 DI1796* NAD 83(1996)-  44 57 01.83336(N)    095 33 15.44978(W)     ADJUSTED  
 DI1796* NAVD 88     -       312.6    (meters)    1026.     (feet)  GPS OBS   
 DI1796  ___________________________________________________________________
 DI1796  X           -    -437,648.576 (meters)                     COMP
 DI1796  Y           -  -4,500,451.203 (meters)                     COMP
 DI1796  Z           -   4,483,659.856 (meters)                     COMP
 DI1796  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 DI1796  ELLIP HEIGHT-         286.19  (meters)          (09/26/06) GPS OBS
 DI1796  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DI1796
 DI1796  HORZ ORDER  -  FIRST
 DI1796  ELLP ORDER  -  THIRD     CLASS I
 DI1796
 DI1796.The horizontal coordinates were established by GPS observations
 DI1796.and adjusted by the MN DEPT OF TRANSP in September 2006..
 DI1796
 DI1796.The orthometric height was determined by GPS observations and a
 DI1796.high-resolution geoid model.
 DI1796
 DI1796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1796
 DI1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI1796
 DI1796.The ellipsoidal height was determined by GPS observations
 DI1796.and is referenced to NAD 83.
 DI1796
 DI1796.The geoid height was determined by GEOID03.
 DI1796
 DI1796;                    North         East     Units Scale Factor Converg.
 DI1796;SPC MN S     -   317,893.077   677,356.761   MT  0.99995272   -1 05 22.0
 DI1796;UTM  15      - 4,980,626.779   298,509.309   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  =   0.99990785
 DI1796!UTM  15      -   0.99995513  x   1.00009924  =   1.00005437
 DI1796
 DI1796                          SUPERSEDED SURVEY CONTROL
 DI1796
 DI1796.No superseded survey control is available for this station.
 DI1796
 DI1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9850980627(NAD 83)
 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 = OCTOBER  6, 2006
 DI1797 ***********************************************************************
 DI1797  DESIGNATION -  1202 G
 DI1797  PID         -  DI1797
 DI1797  STATE/COUNTY-  MN/CHIPPEWA
 DI1797  USGS QUAD   -  ASBURY (1965)
 DI1797
 DI1797                         *CURRENT SURVEY CONTROL
 DI1797  ___________________________________________________________________
 DI1797* NAD 83(1996)-  44 57 01.06340(N)    095 34 29.00157(W)     ADJUSTED  
 DI1797* NAVD 88     -       311.8    (meters)    1023.     (feet)  GPS OBS   
 DI1797  ___________________________________________________________________
 DI1797  X           -    -439,254.938 (meters)                     COMP
 DI1797  Y           -  -4,500,311.028 (meters)                     COMP
 DI1797  Z           -   4,483,642.490 (meters)                     COMP
 DI1797  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 DI1797  ELLIP HEIGHT-         285.42  (meters)          (09/26/06) GPS OBS
 DI1797  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DI1797
 DI1797  HORZ ORDER  -  FIRST
 DI1797  ELLP ORDER  -  THIRD     CLASS I
 DI1797
 DI1797.The horizontal coordinates were established by GPS observations
 DI1797.and adjusted by the MN DEPT OF TRANSP in September 2006..
 DI1797
 DI1797.The orthometric height was determined by GPS observations and a
 DI1797.high-resolution geoid model.
 DI1797
 DI1797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1797
 DI1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI1797
 DI1797.The ellipsoidal height was determined by GPS observations
 DI1797.and is referenced to NAD 83.
 DI1797
 DI1797.The geoid height was determined by GEOID03.
 DI1797
 DI1797;                    North         East     Units Scale Factor Converg.
 DI1797;SPC MN S     -   317,900.169   675,744.364   MT  0.99995269   -1 06 13.6
 DI1797;UTM  15      - 4,980,654.019   296,896.884   MT  1.00010726   -1 49 10.7
 DI1797
 DI1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1797!SPC MN S     -   0.99995525  x   0.99995269  =   0.99990794
 DI1797!UTM  15      -   0.99995525  x   1.00010726  =   1.00006251
 DI1797
 DI1797                          SUPERSEDED SURVEY CONTROL
 DI1797
 DI1797.No superseded survey control is available for this station.
 DI1797
 DI1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9689780654(NAD 83)
 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 = OCTOBER  6, 2006
 DI1798 ***********************************************************************
 DI1798  DESIGNATION -  1202 H
 DI1798  PID         -  DI1798
 DI1798  STATE/COUNTY-  MN/CHIPPEWA
 DI1798  USGS QUAD   -  ASBURY (1965)
 DI1798
 DI1798                         *CURRENT SURVEY CONTROL
 DI1798  ___________________________________________________________________
 DI1798* NAD 83(1996)-  44 56 56.20896(N)    095 36 54.28004(W)     ADJUSTED  
 DI1798* NAVD 88     -       312.9    (meters)    1027.     (feet)  GPS OBS   
 DI1798  ___________________________________________________________________
 DI1798  X           -    -442,434.974 (meters)                     COMP
 DI1798  Y           -  -4,500,106.736 (meters)                     COMP
 DI1798  Z           -   4,483,537.269 (meters)                     COMP
 DI1798  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 DI1798  ELLIP HEIGHT-         286.61  (meters)          (09/26/06) GPS OBS
 DI1798  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DI1798
 DI1798  HORZ ORDER  -  FIRST
 DI1798  ELLP ORDER  -  THIRD     CLASS I
 DI1798
 DI1798.The horizontal coordinates were established by GPS observations
 DI1798.and adjusted by the MN DEPT OF TRANSP in September 2006..
 DI1798
 DI1798.The orthometric height was determined by GPS observations and a
 DI1798.high-resolution geoid model.
 DI1798
 DI1798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1798
 DI1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI1798
 DI1798.The ellipsoidal height was determined by GPS observations
 DI1798.and is referenced to NAD 83.
 DI1798
 DI1798.The geoid height was determined by GEOID03.
 DI1798
 DI1798;                    North         East     Units Scale Factor Converg.
 DI1798;SPC MN S     -   317,812.480   672,557.536   MT  0.99995251   -1 07 55.4
 DI1798;UTM  15      - 4,980,606.151   293,708.691   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.No superseded survey control is available for this station.
 DI1798
 DI1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9370980606(NAD 83)
 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 = OCTOBER  6, 2006
 DI1799 ***********************************************************************
 DI1799  DESIGNATION -  1202 J
 DI1799  PID         -  DI1799
 DI1799  STATE/COUNTY-  MN/CHIPPEWA
 DI1799  USGS QUAD   -  MONTEVIDEO (1994)
 DI1799
 DI1799                         *CURRENT SURVEY CONTROL
 DI1799  ___________________________________________________________________
 DI1799* NAD 83(1996)-  44 56 56.76322(N)    095 38 07.02643(W)     ADJUSTED  
 DI1799* NAVD 88     -       309.2    (meters)    1014.     (feet)  GPS OBS   
 DI1799  ___________________________________________________________________
 DI1799  X           -    -444,020.622 (meters)                     COMP
 DI1799  Y           -  -4,499,935.795 (meters)                     COMP
 DI1799  Z           -   4,483,546.779 (meters)                     COMP
 DI1799  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 DI1799  ELLIP HEIGHT-         282.93  (meters)          (09/26/06) GPS OBS
 DI1799  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DI1799
 DI1799  HORZ ORDER  -  FIRST
 DI1799  ELLP ORDER  -  THIRD     CLASS I
 DI1799
 DI1799.The horizontal coordinates were established by GPS observations
 DI1799.and adjusted by the MN DEPT OF TRANSP in September 2006..
 DI1799
 DI1799.The orthometric height was determined by GPS observations and a
 DI1799.high-resolution geoid model.
 DI1799
 DI1799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1799
 DI1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI1799
 DI1799.The ellipsoidal height was determined by GPS observations
 DI1799.and is referenced to NAD 83.
 DI1799
 DI1799.The geoid height was determined by GEOID03.
 DI1799
 DI1799;                    North         East     Units Scale Factor Converg.
 DI1799;SPC MN S     -   317,861.287   670,963.571   MT  0.99995253   -1 08 46.4
 DI1799;UTM  15      - 4,980,674.889   292,115.181   MT  1.00013143   -1 51 44.8
 DI1799
 DI1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1799!SPC MN S     -   0.99995564  x   0.99995253  =   0.99990817
 DI1799!UTM  15      -   0.99995564  x   1.00013143  =   1.00008707
 DI1799
 DI1799                          SUPERSEDED SURVEY CONTROL
 DI1799
 DI1799.No superseded survey control is available for this station.
 DI1799
 DI1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9211580675(NAD 83)
 DI1799_MARKER: DD = SURVEY DISK
 DI1799_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1799_STAMPING: 1202 J 2005
 DI1799_MARK LOGO: MNDT  
 DI1799_PROJECTION: FLUSH
 DI1799_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1799+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI1799_ROD/PIPE-DEPTH: 13.1 meters
 DI1799
 DI1799  HISTORY     - Date     Condition        Report By
 DI1799  HISTORY     - 2005     MONUMENTED       MNDT
 DI1799
 DI1799                          STATION DESCRIPTION
 DI1799
 DI1799'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1799'4.0 MILES EAST OF MONTEVIDEO, 4.0 MILES EAST ALONG TRUNK HIGHWAY 7
 DI1799'FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 29 NORTH IN
 DI1799'MONTEVIDEO, AT TRUNK HIGHWAY 7 MILEPOINT 77.90, 112.1 FEET SOUTH OF
 DI1799'TRUNK HIGHWAY 7, 39.4 FEET WEST OF 20TH AVENUE SOUTHWEST, 12.8 FEET
 DI1799'SOUTH OF FIELD ENTERANCE, 4.2 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1800 ***********************************************************************
 DI1800  DESIGNATION -  1202 K
 DI1800  PID         -  DI1800
 DI1800  STATE/COUNTY-  MN/CHIPPEWA
 DI1800  USGS QUAD   -  MONTEVIDEO (1994)
 DI1800
 DI1800                         *CURRENT SURVEY CONTROL
 DI1800  ___________________________________________________________________
 DI1800* NAD 83(1996)-  44 56 58.27789(N)    095 40 35.64169(W)     ADJUSTED  
 DI1800* NAVD 88     -       315.2    (meters)    1034.     (feet)  GPS OBS   
 DI1800  ___________________________________________________________________
 DI1800  X           -    -447,259.893 (meters)                     COMP
 DI1800  Y           -  -4,499,586.046 (meters)                     COMP
 DI1800  Z           -   4,483,584.097 (meters)                     COMP
 DI1800  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 DI1800  ELLIP HEIGHT-         288.91  (meters)          (09/26/06) GPS OBS
 DI1800  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DI1800
 DI1800  HORZ ORDER  -  FIRST
 DI1800  ELLP ORDER  -  THIRD     CLASS I
 DI1800
 DI1800.The horizontal coordinates were established by GPS observations
 DI1800.and adjusted by the MN DEPT OF TRANSP in September 2006..
 DI1800
 DI1800.The orthometric height was determined by GPS observations and a
 DI1800.high-resolution geoid model.
 DI1800
 DI1800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1800
 DI1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI1800
 DI1800.The ellipsoidal height was determined by GPS observations
 DI1800.and is referenced to NAD 83.
 DI1800
 DI1800.The geoid height was determined by GEOID03.
 DI1800
 DI1800;                    North         East     Units Scale Factor Converg.
 DI1800;SPC MN S     -   317,974.021   667,707.516   MT  0.99995259   -1 10 30.5
 DI1800;UTM  15      - 4,980,828.352   288,860.181   MT  1.00014821   -1 53 29.9
 DI1800
 DI1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1800!SPC MN S     -   0.99995470  x   0.99995259  =   0.99990730
 DI1800!UTM  15      -   0.99995470  x   1.00014821  =   1.00010291
 DI1800
 DI1800                          SUPERSEDED SURVEY CONTROL
 DI1800
 DI1800.No superseded survey control is available for this station.
 DI1800
 DI1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8886080828(NAD 83)
 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 = OCTOBER  6, 2006
 DI0317 ***********************************************************************
 DI0317  DESIGNATION -  1202 L
 DI0317  PID         -  DI0317
 DI0317  STATE/COUNTY-  MN/CHIPPEWA
 DI0317  USGS QUAD   -  MONTEVIDEO (1994)
 DI0317
 DI0317                         *CURRENT SURVEY CONTROL
 DI0317  ___________________________________________________________________
 DI0317* NAD 83(1996)-  44 57 06.58682(N)    095 43 04.84065(W)     ADJUSTED  
 DI0317* NAVD 88     -       315.05   (meters)    1033.6    (feet)  LEVELING  
 DI0317  ___________________________________________________________________
 DI0317  X           -    -450,496.429 (meters)                     COMP
 DI0317  Y           -  -4,499,080.945 (meters)                     COMP
 DI0317  Z           -   4,483,765.545 (meters)                     COMP
 DI0317  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DI0317  ELLIP HEIGHT-         288.79  (meters)          (06/12/06) GPS OBS
 DI0317  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DI0317
 DI0317  HORZ ORDER  -  FIRST
 DI0317  VERT ORDER  -  THIRD ?
 DI0317  ELLP ORDER  -  THIRD     CLASS II
 DI0317
 DI0317.The horizontal coordinates were established by GPS observations
 DI0317.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0317
 DI0317.The orthometric height was determined by differential leveling.
 DI0317.The vertical network tie was performed by a horz. field party for horz.
 DI0317.obs reductions. Reset procedures were used to establish the elevation.
 DI0317
 DI0317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0317
 DI0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0317
 DI0317.The ellipsoidal height was determined by GPS observations
 DI0317.and is referenced to NAD 83.
 DI0317
 DI0317.The geoid height was determined by GEOID03.
 DI0317
 DI0317;                    North         East     Units Scale Factor Converg.
 DI0317;SPC MN S     -   318,298.348   664,443.158   MT  0.99995290   -1 12 15.1
 DI0317;UTM  15      - 4,981,193.558   285,599.470   MT  1.00016527   -1 55 15.7
 DI0317
 DI0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0317!SPC MN S     -   0.99995472  x   0.99995290  =   0.99990763
 DI0317!UTM  15      -   0.99995472  x   1.00016527  =   1.00011999
 DI0317
 DI0317                          SUPERSEDED SURVEY CONTROL
 DI0317
 DI0317.No superseded survey control is available for this station.
 DI0317
 DI0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8559981194(NAD 83)
 DI0317_MARKER: DD = SURVEY DISK
 DI0317_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0317_STAMPING: 1202 L 2005
 DI0317_MARK LOGO: MNDT  
 DI0317_PROJECTION: FLUSH
 DI0317_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0317+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 DI0317_ROD/PIPE-DEPTH: 10.7 meters
 DI0317
 DI0317  HISTORY     - Date     Condition        Report By
 DI0317  HISTORY     - 2005     MONUMENTED       MNDT
 DI0317  HISTORY     - 20051025 GOOD             MNDT
 DI0317
 DI0317                          STATION DESCRIPTION
 DI0317
 DI0317'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0317'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DI0317'THE MARK IS IN MONTEVIDEO, 0.05 MILES (0.08 KM) WEST ALONG TRUNK
 DI0317'HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 29 NORTH
 DI0317'IN MONTEVIDEO, AT TRUNK HIGHWAY 7 MILEPOINT 73.85, 46.6 FEET (14.2 M)
 DI0317'SOUTH OF ENTERANCE TO CHIPPEWA COUNTY COMMUNITY SERVICES CENTER, 41.5
 DI0317'FEET (12.6 M) WEST OF 7TH STREET NORTH, 40.3 FEET (12.3 M) NORTH OF
 DI0317'TRUNK HIGHWAY 7, 1.0 FOOT (0.3 M) SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0184 ***********************************************************************
 RO0184  DESIGNATION -  1202 RESET
 RO0184  PID         -  RO0184
 RO0184  STATE/COUNTY-  MN/CASS
 RO0184  USGS QUAD   -  BAXTER (1994)
 RO0184
 RO0184                         *CURRENT SURVEY CONTROL
 RO0184  ___________________________________________________________________
 RO0184* NAD 83(1986)-  46 20 24.     (N)    094 20 55.     (W)     SCALED    
 RO0184* NAVD 88     -       366.496  (meters)    1202.41   (feet)  ADJUSTED  
 RO0184  ___________________________________________________________________
 RO0184  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 RO0184  DYNAMIC HT  -         366.508 (meters)    1202.45  (feet)  COMP
 RO0184  MODELED GRAV-     980,636.8   (mgal)                       NAVD 88
 RO0184
 RO0184  VERT ORDER  -  SECOND    CLASS 0
 RO0184
 RO0184.The horizontal coordinates were scaled from a topographic map and have
 RO0184.an estimated accuracy of +/- 6 seconds.
 RO0184
 RO0184.The orthometric height was determined by differential leveling
 RO0184.and adjusted by the National Geodetic Survey in June 1991..
 RO0184
 RO0184.The geoid height was determined by GEOID03.
 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     -   248,940.      792,410.      MT  (+/- 180 meters Scaled)
 RO0184
 RO0184                          SUPERSEDED SURVEY CONTROL
 RO0184
 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: 15TUM962327(NAD 83)
 RO0184_MARKER: P = PIPE CAP
 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_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0184
 RO0184  HISTORY     - Date     Condition        Report By
 RO0184  HISTORY     - 1973     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0651 ***********************************************************************
 DI0651  DESIGNATION -  1203 A
 DI0651  PID         -  DI0651
 DI0651  STATE/COUNTY-  MN/CHIPPEWA
 DI0651  USGS QUAD   -  CLARA CITY (1965)
 DI0651
 DI0651                         *CURRENT SURVEY CONTROL
 DI0651  ___________________________________________________________________
 DI0651* NAD 83(1996)-  44 56 05.76775(N)    095 16 08.68913(W)     ADJUSTED  
 DI0651* NAVD 88     -       329.01   (meters)    1079.4    (feet)  LEVELING  
 DI0651  ___________________________________________________________________
 DI0651  X           -    -415,353.883 (meters)                     COMP
 DI0651  Y           -  -4,503,802.817 (meters)                     COMP
 DI0651  Z           -   4,482,446.143 (meters)                     COMP
 DI0651  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 DI0651  ELLIP HEIGHT-         302.29  (meters)          (06/12/06) GPS OBS
 DI0651  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DI0651
 DI0651  HORZ ORDER  -  FIRST
 DI0651  VERT ORDER  -  THIRD ?
 DI0651  ELLP ORDER  -  FOURTH    CLASS I
 DI0651
 DI0651.The horizontal coordinates were established by GPS observations
 DI0651.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0651
 DI0651.The orthometric height was determined by differential leveling.
 DI0651.The vertical network tie was performed by a horz. field party for horz.
 DI0651.obs reductions. Reset procedures were used to establish the elevation.
 DI0651
 DI0651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0651
 DI0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0651
 DI0651.The ellipsoidal height was determined by GPS observations
 DI0651.and is referenced to NAD 83.
 DI0651
 DI0651.The geoid height was determined by GEOID03.
 DI0651
 DI0651;                    North         East     Units Scale Factor Converg.
 DI0651;SPC MN S     -   315,773.983   699,832.820   MT  0.99995063   -0 53 22.3
 DI0651;UTM  15      - 4,978,227.292   320,959.299   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.No superseded survey control is available for this station.
 DI0651
 DI0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2095978227(NAD 83)
 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 = OCTOBER  6, 2006
 DI0652 ***********************************************************************
 DI0652  DESIGNATION -  1203 B
 DI0652  PID         -  DI0652
 DI0652  STATE/COUNTY-  MN/CHIPPEWA
 DI0652  USGS QUAD   -  CLARA CITY (1965)
 DI0652
 DI0652                         *CURRENT SURVEY CONTROL
 DI0652  ___________________________________________________________________
 DI0652* NAD 83(1996)-  44 56 05.43934(N)    095 17 22.35669(W)     ADJUSTED  
 DI0652* NAVD 88     -       327.42   (meters)    1074.2    (feet)  LEVELING  
 DI0652  ___________________________________________________________________
 DI0652  X           -    -416,962.949 (meters)                     COMP
 DI0652  Y           -  -4,503,660.209 (meters)                     COMP
 DI0652  Z           -   4,482,437.857 (meters)                     COMP
 DI0652  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 DI0652  ELLIP HEIGHT-         300.72  (meters)          (06/12/06) GPS OBS
 DI0652  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DI0652
 DI0652  HORZ ORDER  -  FIRST
 DI0652  VERT ORDER  -  THIRD ?
 DI0652  ELLP ORDER  -  FOURTH    CLASS I
 DI0652
 DI0652.The horizontal coordinates were established by GPS observations
 DI0652.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0652
 DI0652.The orthometric height was determined by differential leveling.
 DI0652.The vertical network tie was performed by a horz. field party for horz.
 DI0652.obs reductions. Reset procedures were used to establish the elevation.
 DI0652
 DI0652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0652
 DI0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0652
 DI0652.The ellipsoidal height was determined by GPS observations
 DI0652.and is referenced to NAD 83.
 DI0652
 DI0652.The geoid height was determined by GEOID03.
 DI0652
 DI0652;                    North         East     Units Scale Factor Converg.
 DI0652;SPC MN S     -   315,789.125   698,217.653   MT  0.99995062   -0 54 14.0
 DI0652;UTM  15      - 4,978,262.550   319,344.370   MT  1.00000133   -1 37 03.2
 DI0652
 DI0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0652!SPC MN S     -   0.99995285  x   0.99995062  =   0.99990348
 DI0652!UTM  15      -   0.99995285  x   1.00000133  =   0.99995418
 DI0652
 DI0652                          SUPERSEDED SURVEY CONTROL
 DI0652
 DI0652.No superseded survey control is available for this station.
 DI0652
 DI0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1934478263(NAD 83)
 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 = OCTOBER  6, 2006
 DI0653 ***********************************************************************
 DI0653  DESIGNATION -  1203 C
 DI0653  PID         -  DI0653
 DI0653  STATE/COUNTY-  MN/CHIPPEWA
 DI0653  USGS QUAD   -  CLARA CITY (1965)
 DI0653
 DI0653                         *CURRENT SURVEY CONTROL
 DI0653  ___________________________________________________________________
 DI0653* NAD 83(1996)-  44 56 04.51261(N)    095 18 35.74679(W)     ADJUSTED  
 DI0653* NAVD 88     -       327.89   (meters)    1075.8    (feet)  LEVELING  
 DI0653  ___________________________________________________________________
 DI0653  X           -    -418,567.251 (meters)                     COMP
 DI0653  Y           -  -4,503,532.032 (meters)                     COMP
 DI0653  Z           -   4,482,417.950 (meters)                     COMP
 DI0653  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 DI0653  ELLIP HEIGHT-         301.21  (meters)          (06/12/06) GPS OBS
 DI0653  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DI0653
 DI0653  HORZ ORDER  -  FIRST
 DI0653  VERT ORDER  -  THIRD ?
 DI0653  ELLP ORDER  -  FOURTH    CLASS I
 DI0653
 DI0653.The horizontal coordinates were established by GPS observations
 DI0653.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0653
 DI0653.The orthometric height was determined by differential leveling.
 DI0653.The vertical network tie was performed by a horz. field party for horz.
 DI0653.obs reductions. Reset procedures were used to establish the elevation.
 DI0653
 DI0653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0653
 DI0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0653
 DI0653.The ellipsoidal height was determined by GPS observations
 DI0653.and is referenced to NAD 83.
 DI0653
 DI0653.The geoid height was determined by GEOID03.
 DI0653
 DI0653;                    North         East     Units Scale Factor Converg.
 DI0653;SPC MN S     -   315,786.107   696,608.274   MT  0.99995058   -0 55 05.4
 DI0653;UTM  15      - 4,978,279.581   317,734.992   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.No superseded survey control is available for this station.
 DI0653
 DI0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1773578280(NAD 83)
 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 - 2006
 DI0653_ROD/PIPE-DEPTH:  6.1 meters
 DI0653
 DI0653  HISTORY     - Date     Condition        Report By
 DI0653  HISTORY     - 2006     MONUMENTED       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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0654 ***********************************************************************
 DI0654  DESIGNATION -  1203 D
 DI0654  PID         -  DI0654
 DI0654  STATE/COUNTY-  MN/CHIPPEWA
 DI0654  USGS QUAD   -  CLARA CITY (1965)
 DI0654
 DI0654                         *CURRENT SURVEY CONTROL
 DI0654  ___________________________________________________________________
 DI0654* NAD 83(1996)-  44 56 08.42406(N)    095 19 50.68826(W)     ADJUSTED  
 DI0654* NAVD 88     -       323.71   (meters)    1062.0    (feet)  LEVELING  
 DI0654  ___________________________________________________________________
 DI0654  X           -    -420,195.279 (meters)                     COMP
 DI0654  Y           -  -4,503,291.815 (meters)                     COMP
 DI0654  Z           -   4,482,500.499 (meters)                     COMP
 DI0654  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 DI0654  ELLIP HEIGHT-         297.06  (meters)          (06/12/06) GPS OBS
 DI0654  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DI0654
 DI0654  HORZ ORDER  -  FIRST
 DI0654  VERT ORDER  -  THIRD ?
 DI0654  ELLP ORDER  -  FOURTH    CLASS I
 DI0654
 DI0654.The horizontal coordinates were established by GPS observations
 DI0654.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0654
 DI0654.The orthometric height was determined by differential leveling.
 DI0654.The vertical network tie was performed by a horz. field party for horz.
 DI0654.obs reductions. Reset procedures were used to establish the elevation.
 DI0654
 DI0654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0654
 DI0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0654
 DI0654.The ellipsoidal height was determined by GPS observations
 DI0654.and is referenced to NAD 83.
 DI0654
 DI0654.The geoid height was determined by GEOID03.
 DI0654
 DI0654;                    North         East     Units Scale Factor Converg.
 DI0654;SPC MN S     -   315,933.369   694,967.308   MT  0.99995073   -0 55 57.9
 DI0654;UTM  15      - 4,978,447.287   316,095.887   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.No superseded survey control is available for this station.
 DI0654
 DI0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1609678447(NAD 83)
 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 - 2006
 DI0654_ROD/PIPE-DEPTH:  5.8 meters
 DI0654
 DI0654  HISTORY     - Date     Condition        Report By
 DI0654  HISTORY     - 2006     MONUMENTED       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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0655 ***********************************************************************
 DI0655  DESIGNATION -  1203 E
 DI0655  PID         -  DI0655
 DI0655  STATE/COUNTY-  MN/CHIPPEWA
 DI0655  USGS QUAD   -  CLARA CITY (1965)
 DI0655
 DI0655                         *CURRENT SURVEY CONTROL
 DI0655  ___________________________________________________________________
 DI0655* NAD 83(1996)-  44 56 48.43875(N)    095 21 04.00166(W)     ADJUSTED  
 DI0655* NAVD 88     -       322.28   (meters)    1057.3    (feet)  LEVELING  
 DI0655  ___________________________________________________________________
 DI0655  X           -    -421,714.404 (meters)                     COMP
 DI0655  Y           -  -4,502,272.406 (meters)                     COMP
 DI0655  Z           -   4,483,373.892 (meters)                     COMP
 DI0655  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 DI0655  ELLIP HEIGHT-         295.66  (meters)          (06/12/06) GPS OBS
 DI0655  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DI0655
 DI0655  HORZ ORDER  -  FIRST
 DI0655  VERT ORDER  -  THIRD ?
 DI0655  ELLP ORDER  -  FOURTH    CLASS I
 DI0655
 DI0655.The horizontal coordinates were established by GPS observations
 DI0655.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0655
 DI0655.The orthometric height was determined by differential leveling.
 DI0655.The vertical network tie was performed by a horz. field party for horz.
 DI0655.obs reductions. Reset procedures were used to establish the elevation.
 DI0655
 DI0655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0655
 DI0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0655
 DI0655.The ellipsoidal height was determined by GPS observations
 DI0655.and is referenced to NAD 83.
 DI0655
 DI0655.The geoid height was determined by GEOID03.
 DI0655
 DI0655;                    North         East     Units Scale Factor Converg.
 DI0655;SPC MN S     -   317,194.746   693,380.521   MT  0.99995221   -0 56 49.3
 DI0655;UTM  15      - 4,979,728.431   314,524.837   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 28.6
 DI0655:UTM  15      -  CLARA                                    137 33 20.4
 DI0655
 DI0655|---------------------------------------------------------------------|
 DI0655| PID    Reference Object                     Distance      Geod. Az  |
 DI0655|                                                           dddmmss.s |
 DI0655| AA6238 CLARA                               493.053 METERS 1355339.3 |
 DI0655|---------------------------------------------------------------------|
 DI0655
 DI0655                          SUPERSEDED SURVEY CONTROL
 DI0655
 DI0655.No superseded survey control is available for this station.
 DI0655
 DI0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1452579728(NAD 83)
 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 - 2006
 DI0655_ROD/PIPE-DEPTH:  6.1 meters
 DI0655
 DI0655  HISTORY     - Date     Condition        Report By
 DI0655  HISTORY     - 2006     MONUMENTED       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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0656 ***********************************************************************
 DI0656  DESIGNATION -  1203 G
 DI0656  PID         -  DI0656
 DI0656  STATE/COUNTY-  MN/CHIPPEWA
 DI0656  USGS QUAD   -  CLARA CITY (1965)
 DI0656
 DI0656                         *CURRENT SURVEY CONTROL
 DI0656  ___________________________________________________________________
 DI0656* NAD 83(1996)-  44 56 55.58453(N)    095 22 26.62837(W)     ADJUSTED  
 DI0656* NAVD 88     -       319.54   (meters)    1048.4    (feet)  LEVELING  
 DI0656  ___________________________________________________________________
 DI0656  X           -    -423,503.139 (meters)                     COMP
 DI0656  Y           -  -4,501,946.036 (meters)                     COMP
 DI0656  Z           -   4,483,528.098 (meters)                     COMP
 DI0656  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 DI0656  ELLIP HEIGHT-         292.94  (meters)          (06/12/06) GPS OBS
 DI0656  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DI0656
 DI0656  HORZ ORDER  -  FIRST
 DI0656  VERT ORDER  -  THIRD ?
 DI0656  ELLP ORDER  -  FOURTH    CLASS I
 DI0656
 DI0656.The horizontal coordinates were established by GPS observations
 DI0656.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0656
 DI0656.The orthometric height was determined by differential leveling.
 DI0656.The vertical network tie was performed by a horz. field party for horz.
 DI0656.obs reductions. Reset procedures were used to establish the elevation.
 DI0656
 DI0656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0656
 DI0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0656
 DI0656.The ellipsoidal height was determined by GPS observations
 DI0656.and is referenced to NAD 83.
 DI0656
 DI0656.The geoid height was determined by GEOID03.
 DI0656
 DI0656;                    North         East     Units Scale Factor Converg.
 DI0656;SPC MN S     -   317,445.483   691,573.210   MT  0.99995248   -0 57 47.2
 DI0656;UTM  15      - 4,980,001.705   312,720.659   MT  1.00003130   -1 40 39.7
 DI0656
 DI0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0656!SPC MN S     -   0.99995407  x   0.99995248  =   0.99990655
 DI0656!UTM  15      -   0.99995407  x   1.00003130  =   0.99998537
 DI0656
 DI0656                          SUPERSEDED SURVEY CONTROL
 DI0656
 DI0656.No superseded survey control is available for this station.
 DI0656
 DI0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1272180002(NAD 83)
 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 - 2006
 DI0656_ROD/PIPE-DEPTH:  6.1 meters
 DI0656
 DI0656  HISTORY     - Date     Condition        Report By
 DI0656  HISTORY     - 2006     MONUMENTED       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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1325 ***********************************************************************
 PQ1325  DESIGNATION -  1204 B
 PQ1325  PID         -  PQ1325
 PQ1325  STATE/COUNTY-  MN/CHIPPEWA
 PQ1325  USGS QUAD   -  MINNESOTA FALLS (1965)
 PQ1325
 PQ1325                         *CURRENT SURVEY CONTROL
 PQ1325  ___________________________________________________________________
 PQ1325* NAD 83(1986)-  44 48 13.     (N)    095 29 07.     (W)     SCALED    
 PQ1325* NAVD 88     -       327.692  (meters)    1075.10   (feet)  ADJUSTED  
 PQ1325  ___________________________________________________________________
 PQ1325  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 PQ1325  DYNAMIC HT  -         327.662 (meters)    1075.00  (feet)  COMP
 PQ1325  MODELED GRAV-     980,515.5   (mgal)                       NAVD 88
 PQ1325
 PQ1325  VERT ORDER  -  SECOND    CLASS I
 PQ1325
 PQ1325.The horizontal coordinates were scaled from a topographic map and have
 PQ1325.an estimated accuracy of +/- 6 seconds.
 PQ1325
 PQ1325.The orthometric height was determined by differential leveling
 PQ1325.and adjusted by the National Geodetic Survey in June 1995..
 PQ1325
 PQ1325.The geoid height was determined by GEOID03.
 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     -   301,470.      682,510.      MT  (+/- 180 meters Scaled)
 PQ1325
 PQ1325                          SUPERSEDED SURVEY CONTROL
 PQ1325
 PQ1325.No superseded survey control is available for this station.
 PQ1325
 PQ1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK034641(NAD 83)
 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: MNDT  
 PQ1325_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1325+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 PQ1325
 PQ1325  HISTORY     - Date     Condition        Report By
 PQ1325  HISTORY     - 1976     MONUMENTED       MNDT
 PQ1325  HISTORY     - 19831130 GOOD             MNDT
 PQ1325  HISTORY     - 20030826 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1236 ***********************************************************************
 PQ1236  DESIGNATION -  1204 D
 PQ1236  PID         -  PQ1236
 PQ1236  STATE/COUNTY-  MN/RENVILLE
 PQ1236  USGS QUAD   -  MINNESOTA FALLS (1965)
 PQ1236
 PQ1236                         *CURRENT SURVEY CONTROL
 PQ1236  ___________________________________________________________________
 PQ1236* NAD 83(1986)-  44 49 57.     (N)    095 28 59.     (W)     SCALED    
 PQ1236* NAVD 88     -       319.260  (meters)    1047.44   (feet)  ADJUSTED  
 PQ1236  ___________________________________________________________________
 PQ1236  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 PQ1236  DYNAMIC HT  -         319.232 (meters)    1047.35  (feet)  COMP
 PQ1236  MODELED GRAV-     980,521.4   (mgal)                       NAVD 88
 PQ1236
 PQ1236  VERT ORDER  -  FIRST     CLASS II
 PQ1236
 PQ1236.The horizontal coordinates were scaled from a topographic map and have
 PQ1236.an estimated accuracy of +/- 6 seconds.
 PQ1236
 PQ1236.The orthometric height was determined by differential leveling
 PQ1236.and adjusted by the National Geodetic Survey in June 1991..
 PQ1236
 PQ1236.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ1236;SPC MN S     -   304,680.      682,740.      MT  (+/- 180 meters Scaled)
 PQ1236
 PQ1236                          SUPERSEDED SURVEY CONTROL
 PQ1236
 PQ1236.No superseded survey control is available for this station.
 PQ1236
 PQ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK037673(NAD 83)
 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 NOT SUITABLE FOR
 PQ1236+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1237 ***********************************************************************
 PQ1237  DESIGNATION -  1204 E
 PQ1237  PID         -  PQ1237
 PQ1237  STATE/COUNTY-  MN/RENVILLE
 PQ1237  USGS QUAD   -  MINNESOTA FALLS (1965)
 PQ1237
 PQ1237                         *CURRENT SURVEY CONTROL
 PQ1237  ___________________________________________________________________
 PQ1237* NAD 83(1986)-  44 50 48.     (N)    095 28 59.     (W)     SCALED    
 PQ1237* NAVD 88     -       321.274  (meters)    1054.05   (feet)  ADJUSTED  
 PQ1237  ___________________________________________________________________
 PQ1237  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 PQ1237  DYNAMIC HT  -         321.247 (meters)    1053.96  (feet)  COMP
 PQ1237  MODELED GRAV-     980,524.1   (mgal)                       NAVD 88
 PQ1237
 PQ1237  VERT ORDER  -  FIRST     CLASS II
 PQ1237
 PQ1237.The horizontal coordinates were scaled from a topographic map and have
 PQ1237.an estimated accuracy of +/- 6 seconds.
 PQ1237
 PQ1237.The orthometric height was determined by differential leveling
 PQ1237.and adjusted by the National Geodetic Survey in June 1991..
 PQ1237
 PQ1237.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ1237;SPC MN S     -   306,250.      682,770.      MT  (+/- 180 meters Scaled)
 PQ1237
 PQ1237                          SUPERSEDED SURVEY CONTROL
 PQ1237
 PQ1237.No superseded survey control is available for this station.
 PQ1237
 PQ1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK037689(NAD 83)
 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 - August 02, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1240 ***********************************************************************
 PQ1240  DESIGNATION -  1204 J
 PQ1240  PID         -  PQ1240
 PQ1240  STATE/COUNTY-  MN/CHIPPEWA
 PQ1240  USGS QUAD   -  MAYNARD (1965)
 PQ1240
 PQ1240                         *CURRENT SURVEY CONTROL
 PQ1240  ___________________________________________________________________
 PQ1240* NAD 83(1986)-  44 53 34.     (N)    095 28 55.     (W)     SCALED    
 PQ1240* NAVD 88     -       312.144  (meters)    1024.09   (feet)  ADJUSTED  
 PQ1240  ___________________________________________________________________
 PQ1240  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 PQ1240  DYNAMIC HT  -         312.120 (meters)    1024.01  (feet)  COMP
 PQ1240  MODELED GRAV-     980,530.6   (mgal)                       NAVD 88
 PQ1240
 PQ1240  VERT ORDER  -  FIRST     CLASS II
 PQ1240
 PQ1240.The horizontal coordinates were scaled from a topographic map and have
 PQ1240.an estimated accuracy of +/- 6 seconds.
 PQ1240
 PQ1240.The orthometric height was determined by differential leveling
 PQ1240.and adjusted by the National Geodetic Survey in June 1991..
 PQ1240
 PQ1240.The geoid height was determined by GEOID03.
 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     -   311,370.      682,950.      MT  (+/- 180 meters Scaled)
 PQ1240
 PQ1240                          SUPERSEDED SURVEY CONTROL
 PQ1240
 PQ1240.No superseded survey control is available for this station.
 PQ1240
 PQ1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK040740(NAD 83)
 PQ1240_MARKER: DB = BENCH MARK DISK
 PQ1240_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1240_SP_SET: 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 SUITABLE FOR
 PQ1240+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1990
 PQ1240
 PQ1240  HISTORY     - Date     Condition        Report By
 PQ1240  HISTORY     - 1976     MONUMENTED       MNHD
 PQ1240  HISTORY     - 19900802 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0194 ***********************************************************************
 RO0194  DESIGNATION -  1206
 RO0194  PID         -  RO0194
 RO0194  STATE/COUNTY-  MN/CASS
 RO0194  USGS QUAD   -  PILLAGER (1954)
 RO0194
 RO0194                         *CURRENT SURVEY CONTROL
 RO0194  ___________________________________________________________________
 RO0194* NAD 83(1986)-  46 20 05.     (N)    094 24 24.     (W)     SCALED    
 RO0194* NAVD 88     -       367.769  (meters)    1206.59   (feet)  ADJUSTED  
 RO0194  ___________________________________________________________________
 RO0194  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 RO0194  DYNAMIC HT  -         367.782 (meters)    1206.63  (feet)  COMP
 RO0194  MODELED GRAV-     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
 RO0194.and adjusted by the National Geodetic Survey in June 1991..
 RO0194
 RO0194.The geoid height was determined by GEOID03.
 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: 15TUM917322(NAD 83)
 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 = OCTOBER  6, 2006
 PQ0548 ***********************************************************************
 PQ0548  DESIGNATION -  1206 BB RESET
 PQ0548  PID         -  PQ0548
 PQ0548  STATE/COUNTY-  MN/CHIPPEWA
 PQ0548  USGS QUAD   -  MONTEVIDEO (1994)
 PQ0548
 PQ0548                         *CURRENT SURVEY CONTROL
 PQ0548  ___________________________________________________________________
 PQ0548* NAD 83(1986)-  44 56 48.     (N)    095 43 43.     (W)     SCALED    
 PQ0548* NAVD 88     -       292.978  (meters)     961.21   (feet)  ADJUSTED  
 PQ0548  ___________________________________________________________________
 PQ0548  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 PQ0548  DYNAMIC HT  -         292.957 (meters)     961.14  (feet)  COMP
 PQ0548  MODELED GRAV-     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
 PQ0548.and adjusted by the National Geodetic Survey in June 1991..
 PQ0548
 PQ0548.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0549 ***********************************************************************
 PQ0549  DESIGNATION -  1206 CC
 PQ0549  PID         -  PQ0549
 PQ0549  STATE/COUNTY-  MN/CHIPPEWA
 PQ0549  USGS QUAD   -  MONTEVIDEO (1994)
 PQ0549
 PQ0549                         *CURRENT SURVEY CONTROL
 PQ0549  ___________________________________________________________________
 PQ0549* NAD 83(1986)-  44 56 54.     (N)    095 43 49.     (W)     SCALED    
 PQ0549* NAVD 88     -       285.348  (meters)     936.18   (feet)  ADJUSTED  
 PQ0549  ___________________________________________________________________
 PQ0549  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 PQ0549  DYNAMIC HT  -         285.327 (meters)     936.11  (feet)  COMP
 PQ0549  MODELED GRAV-     980,538.1   (mgal)                       NAVD 88
 PQ0549
 PQ0549  VERT ORDER  -  SECOND    CLASS 0
 PQ0549
 PQ0549.The horizontal coordinates were scaled from a topographic map and have
 PQ0549.an estimated accuracy of +/- 6 seconds.
 PQ0549
 PQ0549.The orthometric height was determined by differential leveling
 PQ0549.and adjusted by the National Geodetic Survey in June 1991..
 PQ0549
 PQ0549.The geoid height was determined by GEOID03.
 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     -   317,930.      663,470.      MT  (+/- 180 meters Scaled)
 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: 15TTK846808(NAD 83)
 PQ0549_MARKER: DD = SURVEY DISK
 PQ0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 AA6226 ***********************************************************************
 AA6226  DESIGNATION -  1207 G
 AA6226  PID         -  AA6226
 AA6226  STATE/COUNTY-  MN/CHIPPEWA
 AA6226  USGS QUAD   -  GRACELOCK (1979)
 AA6226
 AA6226                         *CURRENT SURVEY CONTROL
 AA6226  ___________________________________________________________________
 AA6226* NAD 83(1996)-  45 06 29.38415(N)    095 35 42.10557(W)     ADJUSTED  
 AA6226* NAVD 88     -       313.6    (meters)    1029.     (feet)  GPS OBS   
 AA6226  ___________________________________________________________________
 AA6226  X           -    -439,639.860 (meters)                     COMP
 AA6226  Y           -  -4,487,803.063 (meters)                     COMP
 AA6226  Z           -   4,496,043.593 (meters)                     COMP
 AA6226  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 AA6226  ELLIP HEIGHT-         287.28  (meters)          (03/16/99) GPS OBS
 AA6226  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AA6226
 AA6226  HORZ ORDER  -  FIRST
 AA6226  ELLP ORDER  -  FOURTH    CLASS I
 AA6226
 AA6226.The horizontal coordinates were established by GPS observations
 AA6226.and adjusted by the National Geodetic Survey in March 1999..
 AA6226
 AA6226.The orthometric height was determined by GPS observations and a
 AA6226.high-resolution geoid model.
 AA6226
 AA6226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6226
 AA6226.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6226
 AA6226.The ellipsoidal height was determined by GPS observations
 AA6226.and is referenced to NAD 83.
 AA6226
 AA6226.The geoid height was determined by GEOID03.
 AA6226
 AA6226;                    North         East     Units Scale Factor Converg.
 AA6226;SPC MN S     -   335,471.395   674,484.542   MT  0.99997810   -1 07 04.8
 AA6226;UTM  15      - 4,998,242.212   295,857.339   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  =   0.99993306
 AA6226!UTM  15      -   0.99995496  x   1.00011245  =   1.00006741
 AA6226
 AA6226                          SUPERSEDED SURVEY CONTROL
 AA6226
 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
 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_MARKER: DB = BENCH MARK DISK
 AA6226_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AA6226_STAMPING: 1929 ADJ. 1207 G 1993
 AA6226_MARK LOGO: MNDT  
 AA6226_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA6226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA6226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6226+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1993
 AA6226
 AA6226  HISTORY     - Date     Condition        Report By
 AA6226  HISTORY     - 1947     MONUMENTED       MNDT
 AA6226  HISTORY     - 19931014 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0198 ***********************************************************************
 RO0198  DESIGNATION -  1208
 RO0198  PID         -  RO0198
 RO0198  STATE/COUNTY-  MN/CROW WING
 RO0198  USGS QUAD   -  BAXTER (1994)
 RO0198
 RO0198                         *CURRENT SURVEY CONTROL
 RO0198  ___________________________________________________________________
 RO0198* NAD 83(1986)-  46 20 36.     (N)    094 17 12.     (W)     SCALED    
 RO0198* NAVD 88     -       368.299  (meters)    1208.33   (feet)  ADJUSTED  
 RO0198  ___________________________________________________________________
 RO0198  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 RO0198  DYNAMIC HT  -         368.313 (meters)    1208.37  (feet)  COMP
 RO0198  MODELED GRAV-     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
 RO0198.and adjusted by the National Geodetic Survey in June 1991..
 RO0198
 RO0198.The geoid height was determined by GEOID03.
 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: 15TVM009330(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1321 ***********************************************************************
 PQ1321  DESIGNATION -  1211 A
 PQ1321  PID         -  PQ1321
 PQ1321  STATE/COUNTY-  MN/YELLOW MEDICINE
 PQ1321  USGS QUAD   -  GRANITE FALLS (1965)
 PQ1321
 PQ1321                         *CURRENT SURVEY CONTROL
 PQ1321  ___________________________________________________________________
 PQ1321* NAD 83(1986)-  44 48 21.     (N)    095 31 57.     (W)     SCALED    
 PQ1321* NAVD 88     -       283.686  (meters)     930.73   (feet)  ADJUSTED  
 PQ1321  ___________________________________________________________________
 PQ1321  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 PQ1321  DYNAMIC HT  -         283.659 (meters)     930.64  (feet)  COMP
 PQ1321  MODELED GRAV-     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
 PQ1321.and adjusted by the National Geodetic Survey in June 1995..
 PQ1321
 PQ1321.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1232 ***********************************************************************
 PQ1232  DESIGNATION -  1211 B
 PQ1232  PID         -  PQ1232
 PQ1232  STATE/COUNTY-  MN/CHIPPEWA
 PQ1232  USGS QUAD   -  GRANITE FALLS (1965)
 PQ1232
 PQ1232                         *CURRENT SURVEY CONTROL
 PQ1232  ___________________________________________________________________
 PQ1232* NAD 83(1986)-  44 48 15.     (N)    095 31 12.     (W)     SCALED    
 PQ1232* NAVD 88     -       288.603  (meters)     946.86   (feet)  ADJUSTED  
 PQ1232  ___________________________________________________________________
 PQ1232  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 PQ1232  DYNAMIC HT  -         288.575 (meters)     946.77  (feet)  COMP
 PQ1232  MODELED GRAV-     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
 PQ1232.and adjusted by the National Geodetic Survey in June 1991..
 PQ1232.WARNING-Repeat measurements at this control monument indicate possible
 PQ1232.vertical movement.
 PQ1232
 PQ1232.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1322 ***********************************************************************
 PQ1322  DESIGNATION -  1211 C
 PQ1322  PID         -  PQ1322
 PQ1322  STATE/COUNTY-  MN/CHIPPEWA
 PQ1322  USGS QUAD   -  GRANITE FALLS (1965)
 PQ1322
 PQ1322                         *CURRENT SURVEY CONTROL
 PQ1322  ___________________________________________________________________
 PQ1322* NAD 83(1986)-  44 47 50.     (N)    095 30 25.     (W)     SCALED    
 PQ1322* NAVD 88     -       304.644  (meters)     999.49   (feet)  ADJUSTED  
 PQ1322  ___________________________________________________________________
 PQ1322  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 PQ1322  DYNAMIC HT  -         304.614 (meters)     999.39  (feet)  COMP
 PQ1322  MODELED GRAV-     980,511.7   (mgal)                       NAVD 88
 PQ1322
 PQ1322  VERT ORDER  -  SECOND    CLASS I
 PQ1322
 PQ1322.The horizontal coordinates were scaled from a topographic map and have
 PQ1322.an estimated accuracy of +/- 6 seconds.
 PQ1322
 PQ1322.The orthometric height was determined by differential leveling
 PQ1322.and adjusted by the National Geodetic Survey in June 1995..
 PQ1322
 PQ1322.The geoid height was determined by GEOID03.
 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     -   300,790.      680,780.      MT  (+/- 180 meters Scaled)
 PQ1322
 PQ1322                          SUPERSEDED SURVEY CONTROL
 PQ1322
 PQ1322.No superseded survey control is available for this station.
 PQ1322
 PQ1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK017634(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1322
 PQ1322  HISTORY     - Date     Condition        Report By
 PQ1322  HISTORY     - 1983     MONUMENTED       MNDT
 PQ1322  HISTORY     - 20030826 MARK NOT FOUND   MNDT
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1323 ***********************************************************************
 PQ1323  DESIGNATION -  1211 D
 PQ1323  PID         -  PQ1323
 PQ1323  STATE/COUNTY-  MN/CHIPPEWA
 PQ1323  USGS QUAD   -  MINNESOTA FALLS (1965)
 PQ1323
 PQ1323                         *CURRENT SURVEY CONTROL
 PQ1323  ___________________________________________________________________
 PQ1323* NAD 83(1996)-  44 47 44.53023(N)    095 29 58.68157(W)     ADJUSTED  
 PQ1323* NAVD 88     -       316.414  (meters)    1038.10   (feet)  ADJUSTED  
 PQ1323  ___________________________________________________________________
 PQ1323  X           -    -434,518.695 (meters)                     COMP
 PQ1323  Y           -  -4,512,951.541 (meters)                     COMP
 PQ1323  Z           -   4,471,470.120 (meters)                     COMP
 PQ1323  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 PQ1323  ELLIP HEIGHT-         289.67  (meters)          (06/28/04) GPS OBS
 PQ1323  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 PQ1323  DYNAMIC HT  -         316.385 (meters)    1038.01  (feet)  COMP
 PQ1323  MODELED GRAV-     980,514.6   (mgal)                       NAVD 88
 PQ1323
 PQ1323  HORZ ORDER  -  FIRST
 PQ1323  VERT ORDER  -  SECOND    CLASS I
 PQ1323  ELLP ORDER  -  FOURTH    CLASS I
 PQ1323
 PQ1323.The horizontal coordinates were established by GPS observations
 PQ1323.and adjusted by the MN DEPT OF TRANSP in June 2004..
 PQ1323
 PQ1323.The orthometric height was determined by differential leveling
 PQ1323.and adjusted by the National Geodetic Survey in June 1995..
 PQ1323
 PQ1323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1323
 PQ1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1323
 PQ1323.The ellipsoidal height was determined by GPS observations
 PQ1323.and is referenced to NAD 83.
 PQ1323
 PQ1323.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1323;SPC MN S     -   300,612.852   681,353.534   MT  0.99993520   -1 03 04.1
 PQ1323;UTM  15      - 4,963,295.606   302,291.241   MT  1.00008069   -1 45 42.3
 PQ1323
 PQ1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1323!SPC MN S     -   0.99995458  x   0.99993520  =   0.99988979
 PQ1323!UTM  15      -   0.99995458  x   1.00008069  =   1.00003527
 PQ1323
 PQ1323:                Primary Azimuth Mark                     Grid Az
 PQ1323:SPC MN S     -  1211 E                                   090 50 15.2
 PQ1323:UTM  15      -  1211 E                                   091 32 53.4
 PQ1323
 PQ1323|---------------------------------------------------------------------|
 PQ1323| PID    Reference Object                     Distance      Geod. Az  |
 PQ1323|                                                           dddmmss.s |
 PQ1323| PQ1324 1211 E                              APPROX. 1.3 KM 0894711.1 |
 PQ1323|---------------------------------------------------------------------|
 PQ1323
 PQ1323                          SUPERSEDED SURVEY CONTROL
 PQ1323
 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: 15TUK0229163296(NAD 83)
 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_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 - August 26, 2003
 PQ1323
 PQ1323  HISTORY     - Date     Condition        Report By
 PQ1323  HISTORY     - 1983     MONUMENTED       MNDT
 PQ1323  HISTORY     - 20030826 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1324 ***********************************************************************
 PQ1324  DESIGNATION -  1211 E
 PQ1324  PID         -  PQ1324
 PQ1324  STATE/COUNTY-  MN/CHIPPEWA
 PQ1324  USGS QUAD   -  MINNESOTA FALLS (1965)
 PQ1324
 PQ1324                         *CURRENT SURVEY CONTROL
 PQ1324  ___________________________________________________________________
 PQ1324* NAD 83(1996)-  44 47 44.68234(N)    095 28 59.78158(W)     ADJUSTED  
 PQ1324* NAVD 88     -       318.286  (meters)    1044.24   (feet)  ADJUSTED  
 PQ1324  ___________________________________________________________________
 PQ1324  X           -    -433,229.789 (meters)                     COMP
 PQ1324  Y           -  -4,513,073.449 (meters)                     COMP
 PQ1324  Z           -   4,471,474.756 (meters)                     COMP
 PQ1324  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 PQ1324  ELLIP HEIGHT-         291.52  (meters)          (06/28/04) GPS OBS
 PQ1324  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 PQ1324  DYNAMIC HT  -         318.256 (meters)    1044.14  (feet)  COMP
 PQ1324  MODELED GRAV-     980,513.5   (mgal)                       NAVD 88
 PQ1324
 PQ1324  HORZ ORDER  -  FIRST
 PQ1324  VERT ORDER  -  SECOND    CLASS I
 PQ1324  ELLP ORDER  -  FOURTH    CLASS I
 PQ1324
 PQ1324.The horizontal coordinates were established by GPS observations
 PQ1324.and adjusted by the MN DEPT OF TRANSP in June 2004..
 PQ1324
 PQ1324.The orthometric height was determined by differential leveling
 PQ1324.and adjusted by the National Geodetic Survey in June 1995..
 PQ1324
 PQ1324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1324
 PQ1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1324
 PQ1324.The ellipsoidal height was determined by GPS observations
 PQ1324.and is referenced to NAD 83.
 PQ1324
 PQ1324.The geoid height was determined by GEOID03.
 PQ1324
 PQ1324.The dynamic height is computed by dividing the NAVD 88
 PQ1324.geopotential number by the normal gravity value computed on the
 PQ1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1324.degrees latitude (g = 980.6199 gals.).
 PQ1324
 PQ1324.The modeled gravity was interpolated from observed gravity values.
 PQ1324
 PQ1324;                    North         East     Units Scale Factor Converg.
 PQ1324;SPC MN S     -   300,593.929   682,647.917   MT  0.99993520   -1 02 22.8
 PQ1324;UTM  15      - 4,963,260.626   303,585.474   MT  1.00007442   -1 45 00.8
 PQ1324
 PQ1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1324!SPC MN S     -   0.99995429  x   0.99993520  =   0.99988950
 PQ1324!UTM  15      -   0.99995429  x   1.00007442  =   1.00002871
 PQ1324
 PQ1324:                Primary Azimuth Mark                     Grid Az
 PQ1324:SPC MN S     -  1211 D                                   270 50 15.4
 PQ1324:UTM  15      -  1211 D                                   271 32 53.4
 PQ1324
 PQ1324|---------------------------------------------------------------------|
 PQ1324| PID    Reference Object                     Distance      Geod. Az  |
 PQ1324|                                                           dddmmss.s |
 PQ1324| PQ1323 1211 D                              APPROX. 1.3 KM 2694752.6 |
 PQ1324|---------------------------------------------------------------------|
 PQ1324
 PQ1324                          SUPERSEDED SURVEY CONTROL
 PQ1324
 PQ1324  NAD 83(1996)-  44 47 44.68271(N)    095 28 59.78244(W) AD(       ) 1
 PQ1324  NAD 83(1986)-  44 47 44.68539(N)    095 28 59.77480(W) AD(       ) 1
 PQ1324  NAVD 88 (06/28/04)  318.28   (m)         1044.2    (f) LEVELING    3  
 PQ1324  NAVD 88 (07/28/95)  318.29   (m)         1044.3    (f) LEVELING    3  
 PQ1324
 PQ1324.Superseded values are not recommended for survey control.
 PQ1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1324.See file dsdata.txt to determine how the superseded data were derived.
 PQ1324
 PQ1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0358563261(NAD 83)
 PQ1324_MARKER: DV = VERTICAL CONTROL DISK
 PQ1324_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1324_SP_SET: ALUMINUM ALLOY ROD
 PQ1324_STAMPING: 1211 E 1983
 PQ1324_MARK LOGO: MNDT  
 PQ1324_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1324+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 PQ1324
 PQ1324  HISTORY     - Date     Condition        Report By
 PQ1324  HISTORY     - 1983     MONUMENTED       MNDT
 PQ1324  HISTORY     - 19931021 GOOD             MNDT
 PQ1324  HISTORY     - 20030826 POOR             MNDT
 PQ1324
 PQ1324                          STATION DESCRIPTION
 PQ1324
 PQ1324'DESCRIBED BY MN DEPT OF TRANSP 1983
 PQ1324'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF THE TOWN OF GRANITE
 PQ1324'FALLS, IN THE SE 1/4 OF SECTION 1, T115N, R39W, 0.05 MI (0.08 KM)
 PQ1324'EAST ALONG TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH TRUNK HIGHWAY 23
 PQ1324'ABOUT 3 MI (4.8 KM) EAST OF GRANITE FALLS, 185 FT (56.4 M) SOUTH OF
 PQ1324'THE CENTERLINE OF TRUNK HIGHWAY 212 AT MILEPOINT 52.35, 33 FT
 PQ1324'(10.1 M) WEST OF THE CENTER OF A GRAVEL ROAD, 132 FT (40.2 M) SOUTH
 PQ1324'OF A TRANSFORMER POWER POLE, 98 FT (29.9 M) NORTH OF A POWER POLE, 12
 PQ1324'FT (3.7 M) NORTH OF THE CENTER OF AN ENTRANCE, AND 7.3 FT (2.2 M)
 PQ1324'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1324'VERTICAL CONTROL MONUMENT DISK STAMPED---1211 E 1983---, IS SET ON
 PQ1324'THE TOP OF A 5/8-INCH DIAMETER BY 15-FOOT LONG DRIVEN ALUMINUM ROD
 PQ1324'THAT PROJECTS 0.2 FT (0.1 M) ABOVE THE SURFACE OF THE GROUND AND IS
 PQ1324'ABOUT LEVEL WITH THE GRAVEL ROAD.  A MAGNET IN THE DISK MAKES THE
 PQ1324'MARK MAGNETIC.
 PQ1324
 PQ1324                          STATION RECOVERY (1993)
 PQ1324
 PQ1324'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 PQ1324'RECOVERED BY MINNESOTA DEPARTMENT OF TRANSPORTATION.  THE MARK IS IS
 PQ1324'LOCATED 3.5 MI (5.6 KM) EAST OF GRANITE FALLS, 0.05 MI (0.08 KM) EAST
 PQ1324'ALONG TH 212 FROM THE JCT OF TH 212 AND TH 23, AT TH 212 MP 52.35, 185
 PQ1324'FT (56.4 M) SOUTH OF TH 212, 33 FT (10.1 M) WEST OF A GRAVEL RD, 98 FT
 PQ1324'(29.9 M) NORTH OF A P-POLE, AND 1.7 FT (0.5 M) NORTH OF A WIT POST.
 PQ1324'NOTE-THIS POINT IS PART OF THE MNDT VERTICAL SURVEY HGZ L-24895 (TH
 PQ1324'212 GRANITE FALLS TO SACRED HEART) THAT HAS NOT COME BACK FROM THE
 PQ1324'NGS.
 PQ1324
 PQ1324                          STATION RECOVERY (2003)
 PQ1324
 PQ1324'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ1324'RECOVERED IN POOR CONDITION 3.5 MILES (5.6 KM) EAST OF GRANITE FALLS,
 PQ1324'0.05 MILE (0.08 KM) EAST OF JUNCTION OF TRUNK HIGHWAY 23 AND 212, 185
 PQ1324'FEET (56.4 M) SOUTH OF THE CENTER OF TRUNK HIGHWAY 212 AT MILEPOINT
 PQ1324'52.35, 37.0 FEET (11.3 M) NORTHEAST OF THE CENTER OF 100TH STREET, 98
 PQ1324'FEET (29.9 M) NORTH OF POLE, 1.7 FEET (0.5 M) NORTH OF WITNESS POST.
 PQ1324'DISK IS TIPPED TO SOUTH, ROD AND DISK ARE EASILY MOVED HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6057 ***********************************************************************
 AH6057  DESIGNATION -  1212
 AH6057  PID         -  AH6057
 AH6057  STATE/COUNTY-  MN/CHIPPEWA
 AH6057  USGS QUAD   -  MONTEVIDEO (1994)
 AH6057
 AH6057                         *CURRENT SURVEY CONTROL
 AH6057  ___________________________________________________________________
 AH6057* NAD 83(1986)-  44 54 14.     (N)    095 41 07.     (W)     SCALED    
 AH6057* NAVD 88     -       285.622  (meters)     937.08   (feet)  ADJUSTED  
 AH6057  ___________________________________________________________________
 AH6057  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AH6057  DYNAMIC HT  -         285.602 (meters)     937.01  (feet)  COMP
 AH6057  MODELED GRAV-     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
 AH6057.and adjusted by the National Geodetic Survey in February 2000..
 AH6057
 AH6057.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0546 ***********************************************************************
 PQ0546  DESIGNATION -  1212 A
 PQ0546  PID         -  PQ0546
 PQ0546  STATE/COUNTY-  MN/CHIPPEWA
 PQ0546  USGS QUAD   -  MONTEVIDEO (1994)
 PQ0546
 PQ0546                         *CURRENT SURVEY CONTROL
 PQ0546  ___________________________________________________________________
 PQ0546* NAD 83(1986)-  44 56 00.     (N)    095 44 01.     (W)     SCALED    
 PQ0546* NAVD 88     -       284.908  (meters)     934.74   (feet)  ADJUSTED  
 PQ0546  ___________________________________________________________________
 PQ0546  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 PQ0546  DYNAMIC HT  -         284.888 (meters)     934.67  (feet)  COMP
 PQ0546  MODELED GRAV-     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
 PQ0546.and adjusted by the National Geodetic Survey in June 1991..
 PQ0546
 PQ0546.The geoid height was determined by GEOID03.
 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: 15TTK843791(NAD 83)
 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 = OCTOBER  6, 2006
 PQ0550 ***********************************************************************
 PQ0550  DESIGNATION -  1212 B
 PQ0550  PID         -  PQ0550
 PQ0550  STATE/COUNTY-  MN/CHIPPEWA
 PQ0550  USGS QUAD   -  MONTEVIDEO (1994)
 PQ0550
 PQ0550                         *CURRENT SURVEY CONTROL
 PQ0550  ___________________________________________________________________
 PQ0550* NAD 83(1986)-  44 56 14.     (N)    095 43 05.     (W)     SCALED    
 PQ0550* NAVD 88     -       283.072  (meters)     928.71   (feet)  ADJUSTED  
 PQ0550  ___________________________________________________________________
 PQ0550  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 PQ0550  DYNAMIC HT  -         283.052 (meters)     928.65  (feet)  COMP
 PQ0550  MODELED GRAV-     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
 PQ0550.and adjusted by the National Geodetic Survey in February 2000..
 PQ0550
 PQ0550.The geoid height was determined by GEOID03.
 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)  283.084  (m)          928.75   (f) UNKNOWN     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_MARKER: DV = VERTICAL CONTROL DISK
 PQ0550_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 PQ0551 ***********************************************************************
 PQ0551  DESIGNATION -  1212 C
 PQ0551  PID         -  PQ0551
 PQ0551  STATE/COUNTY-  MN/CHIPPEWA
 PQ0551  USGS QUAD   -  MONTEVIDEO (1994)
 PQ0551
 PQ0551                         *CURRENT SURVEY CONTROL
 PQ0551  ___________________________________________________________________
 PQ0551* NAD 83(1986)-  44 55 48.     (N)    095 42 43.     (W)     SCALED    
 PQ0551* NAVD 88     -       282.461  (meters)     926.71   (feet)  ADJUSTED  
 PQ0551  ___________________________________________________________________
 PQ0551  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 PQ0551  DYNAMIC HT  -         282.441 (meters)     926.64  (feet)  COMP
 PQ0551  MODELED GRAV-     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
 PQ0551.and adjusted by the National Geodetic Survey in June 1991..
 PQ0551
 PQ0551.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0552 ***********************************************************************
 PQ0552  CBN         -  This is a Cooperative Base Network Control Station.
 PQ0552  DESIGNATION -  1212 D
 PQ0552  PID         -  PQ0552
 PQ0552  STATE/COUNTY-  MN/CHIPPEWA
 PQ0552  USGS QUAD   -  MONTEVIDEO (1994)
 PQ0552
 PQ0552                         *CURRENT SURVEY CONTROL
 PQ0552  ___________________________________________________________________
 PQ0552* NAD 83(1996)-  44 55 01.78125(N)    095 41 45.29912(W)     ADJUSTED  
 PQ0552* NAVD 88     -       287.943  (meters)     944.69   (feet)  ADJUSTED  
 PQ0552  ___________________________________________________________________
 PQ0552  X           -    -449,029.599 (meters)                     COMP
 PQ0552  Y           -  -4,501,943.050 (meters)                     COMP
 PQ0552  Z           -   4,481,018.878 (meters)                     COMP
 PQ0552  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 PQ0552  ELLIP HEIGHT-         261.65  (meters)          (01/15/97) GPS OBS
 PQ0552  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 PQ0552  DYNAMIC HT  -         287.923 (meters)     944.63  (feet)  COMP
 PQ0552  MODELED GRAV-     980,538.4   (mgal)                       NAVD 88
 PQ0552
 PQ0552  HORZ ORDER  -  B
 PQ0552  VERT ORDER  -  SECOND    CLASS 0
 PQ0552  ELLP ORDER  -  FOURTH    CLASS I
 PQ0552
 PQ0552.The horizontal coordinates were established by GPS observations
 PQ0552.and adjusted by the National Geodetic Survey in January 1997..
 PQ0552
 PQ0552.The orthometric height was determined by differential leveling
 PQ0552.and adjusted by the National Geodetic Survey in June 1991..
 PQ0552
 PQ0552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0552
 PQ0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0552
 PQ0552.The ellipsoidal height was determined by GPS observations
 PQ0552.and is referenced to NAD 83.
 PQ0552
 PQ0552.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ0552;SPC MN S     -   314,410.267   666,106.343   MT  0.99994833   -1 11 19.4
 PQ0552;UTM  15      - 4,977,284.169   287,214.266   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  =   0.99990731
 PQ0552!UTM  15      -   0.99995898  x   1.00015679  =   1.00011576
 PQ0552
 PQ0552                          SUPERSEDED SURVEY CONTROL
 PQ0552
 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_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 - February 28, 2006
 PQ0552
 PQ0552  HISTORY     - Date     Condition        Report By
 PQ0552  HISTORY     - 1974     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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1801 ***********************************************************************
 DI1801  DESIGNATION -  1213 A
 DI1801  PID         -  DI1801
 DI1801  STATE/COUNTY-  MN/CHIPPEWA
 DI1801  USGS QUAD   -  MAYNARD (1965)
 DI1801
 DI1801                         *CURRENT SURVEY CONTROL
 DI1801  ___________________________________________________________________
 DI1801* NAD 83(1996)-  44 57 46.50989(N)    095 28 21.03099(W)     ADJUSTED  
 DI1801* NAVD 88     -       317.7    (meters)    1042.     (feet)  GPS OBS   
 DI1801  ___________________________________________________________________
 DI1801  X           -    -431,131.669 (meters)                     COMP
 DI1801  Y           -  -4,500,104.788 (meters)                     COMP
 DI1801  Z           -   4,484,639.405 (meters)                     COMP
 DI1801  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 DI1801  ELLIP HEIGHT-         291.23  (meters)          (09/26/06) GPS OBS
 DI1801  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DI1801
 DI1801  HORZ ORDER  -  FIRST
 DI1801  ELLP ORDER  -  THIRD     CLASS I
 DI1801
 DI1801.The horizontal coordinates were established by GPS observations
 DI1801.and adjusted by the MN DEPT OF TRANSP in September 2006..
 DI1801
 DI1801.The orthometric height was determined by GPS observations and a
 DI1801.high-resolution geoid model.
 DI1801
 DI1801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1801
 DI1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI1801
 DI1801.The ellipsoidal height was determined by GPS observations
 DI1801.and is referenced to NAD 83.
 DI1801
 DI1801.The geoid height was determined by GEOID03.
 DI1801
 DI1801;                    North         East     Units Scale Factor Converg.
 DI1801;SPC MN S     -   319,152.464   683,834.070   MT  0.99995444   -1 01 55.6
 DI1801;UTM  15      - 4,981,805.315   305,002.686   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  =   0.99990878
 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 49.5
 DI1801:UTM  15      -  1213 A 1                                 182 03 45.8
 DI1801
 DI1801|---------------------------------------------------------------------|
 DI1801| PID    Reference Object                     Distance      Geod. Az  |
 DI1801|                                                           dddmmss.s |
 DI1801| DI1802 1213 A 1                            APPROX. 1.5 KM 1801853.9 |
 DI1801|---------------------------------------------------------------------|
 DI1801
 DI1801                          SUPERSEDED SURVEY CONTROL
 DI1801
 DI1801.No superseded survey control is available for this station.
 DI1801
 DI1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0500381805(NAD 83)
 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 - 1952
 DI1801
 DI1801  HISTORY     - Date     Condition        Report By
 DI1801  HISTORY     - 1952     MONUMENTED       MNHD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1802 ***********************************************************************
 DI1802  DESIGNATION -  1213 A 1
 DI1802  PID         -  DI1802
 DI1802  STATE/COUNTY-  MN/CHIPPEWA
 DI1802  USGS QUAD   -  MAYNARD (1965)
 DI1802
 DI1802                         *CURRENT SURVEY CONTROL
 DI1802  ___________________________________________________________________
 DI1802* NAD 83(1996)-  44 56 56.39230(N)    095 28 21.41897(W)     ADJUSTED  
 DI1802* NAVD 88     -       318.5    (meters)    1045.     (feet)  GPS OBS   
 DI1802  ___________________________________________________________________
 DI1802  X           -    -431,244.441 (meters)                     COMP
 DI1802  Y           -  -4,501,192.707 (meters)                     COMP
 DI1802  Z           -   4,483,545.069 (meters)                     COMP
 DI1802  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 DI1802  ELLIP HEIGHT-         291.98  (meters)          (09/26/06) GPS OBS
 DI1802  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DI1802
 DI1802  HORZ ORDER  -  FIRST
 DI1802  ELLP ORDER  -  THIRD     CLASS I
 DI1802
 DI1802.The horizontal coordinates were established by GPS observations
 DI1802.and adjusted by the MN DEPT OF TRANSP in September 2006..
 DI1802
 DI1802.The orthometric height was determined by GPS observations and a
 DI1802.high-resolution geoid model.
 DI1802
 DI1802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1802
 DI1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI1802
 DI1802.The ellipsoidal height was determined by GPS observations
 DI1802.and is referenced to NAD 83.
 DI1802
 DI1802.The geoid height was determined by GEOID03.
 DI1802
 DI1802;                    North         East     Units Scale Factor Converg.
 DI1802;SPC MN S     -   317,605.826   683,797.700   MT  0.99995252   -1 01 55.9
 DI1802;UTM  15      - 4,980,259.074   304,947.001   MT  1.00006785   -1 44 50.6
 DI1802
 DI1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1802!SPC MN S     -   0.99995422  x   0.99995252  =   0.99990675
 DI1802!UTM  15      -   0.99995422  x   1.00006785  =   1.00002207
 DI1802
 DI1802:                Primary Azimuth Mark                     Grid Az
 DI1802:SPC MN S     -  DRAGSTEN                                 268 10 26.8
 DI1802:UTM  15      -  DRAGSTEN                                 268 53 21.5
 DI1802
 DI1802|---------------------------------------------------------------------|
 DI1802| PID    Reference Object                     Distance      Geod. Az  |
 DI1802|                                                           dddmmss.s |
 DI1802| AA6239 DRAGSTEN                            436.513 METERS 2670830.9 |
 DI1802|---------------------------------------------------------------------|
 DI1802
 DI1802                          SUPERSEDED SURVEY CONTROL
 DI1802
 DI1802.No superseded survey control is available for this station.
 DI1802
 DI1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0494780259(NAD 83)
 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 - 1952
 DI1802
 DI1802  HISTORY     - Date     Condition        Report By
 DI1802  HISTORY     - 1952     MONUMENTED       MNHD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0336 ***********************************************************************
 SK0336  DESIGNATION -  1216
 SK0336  PID         -  SK0336
 SK0336  STATE/COUNTY-  MN/BELTRAMI
 SK0336  USGS QUAD   -  RED LAKE (1972)
 SK0336
 SK0336                         *CURRENT SURVEY CONTROL
 SK0336  ___________________________________________________________________
 SK0336* NAD 83(1986)-  47 52 05.     (N)    095 01 01.     (W)     SCALED    
 SK0336* NAVD 88     -       370.120  (meters)    1214.30   (feet)  ADJUSTED  
 SK0336  ___________________________________________________________________
 SK0336  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 SK0336  DYNAMIC HT  -         370.180 (meters)    1214.50  (feet)  COMP
 SK0336  MODELED GRAV-     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
 SK0336.and adjusted by the National Geodetic Survey in June 1991..
 SK0336
 SK0336.The geoid height was determined by GEOID03.
 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_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             NGS
 SK0336  HISTORY     - 1942     GOOD             DOD
 SK0336  HISTORY     - 20010711 MARK NOT FOUND   MNDT
 SK0336
 SK0336                          STATION DESCRIPTION
 SK0336
 SK0336'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 PP0003 ***********************************************************************
 PP0003  DESIGNATION -  122 BOLT
 PP0003  PID         -  PP0003
 PP0003  STATE/COUNTY-  MN/GOODHUE
 PP0003  USGS QUAD   -  MAIDEN ROCK (1974)
 PP0003
 PP0003                         *CURRENT SURVEY CONTROL
 PP0003  ___________________________________________________________________
 PP0003* NAD 83(1986)-  44 31 49.     (N)    092 19 42.     (W)     SCALED    
 PP0003* NAVD 88     -       205.573  (meters)     674.45   (feet)  ADJUSTED  
 PP0003  ___________________________________________________________________
 PP0003  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 PP0003  DYNAMIC HT  -         205.547 (meters)     674.37  (feet)  COMP
 PP0003  MODELED GRAV-     980,485.7   (mgal)                       NAVD 88
 PP0003
 PP0003  VERT ORDER  -  FIRST     CLASS I
 PP0003
 PP0003.The horizontal coordinates were scaled from a topographic map and have
 PP0003.an estimated accuracy of +/- 6 seconds.
 PP0003
 PP0003.The orthometric height was determined by differential leveling
 PP0003.and adjusted by the National Geodetic Survey in June 1991..
 PP0003
 PP0003.The geoid height was determined by GEOID03.
 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     -   271,390.      932,860.      MT  (+/- 180 meters Scaled)
 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: 15TWK533309(NAD 83)
 PP0003_MARKER: B = BOLT
 PP0003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0003_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0003_STAMPING: 44 31 49 92 19 44
 PP0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0003
 PP0003  HISTORY     - Date     Condition        Report By
 PP0003  HISTORY     - UNK      MONUMENTED       MRC
 PP0003  HISTORY     - 1970     GOOD             NGS
 PP0003
 PP0003                          STATION DESCRIPTION
 PP0003
 PP0003'DESCRIBED 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1187 ***********************************************************************
 RN1187  DESIGNATION -  1229 MINN
 RN1187  PID         -  RN1187
 RN1187  STATE/COUNTY-  MN/AITKIN
 RN1187  USGS QUAD   -  IRON HUB (1973)
 RN1187
 RN1187                         *CURRENT SURVEY CONTROL
 RN1187  ___________________________________________________________________
 RN1187* NAD 83(1986)-  46 31 12.     (N)    093 46 03.     (W)     SCALED    
 RN1187* NAVD 88     -       374.556  (meters)    1228.86   (feet)  ADJUSTED  
 RN1187  ___________________________________________________________________
 RN1187  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 RN1187  DYNAMIC HT  -         374.574 (meters)    1228.91  (feet)  COMP
 RN1187  MODELED GRAV-     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
 RN1187.and adjusted by the National Geodetic Survey in June 1991..
 RN1187
 RN1187.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0483 ***********************************************************************
 RO0483  DESIGNATION -  1257 RESET
 RO0483  PID         -  RO0483
 RO0483  STATE/COUNTY-  MN/OTTER TAIL
 RO0483  USGS QUAD   -  WALL LAKE (1974)
 RO0483
 RO0483                         *CURRENT SURVEY CONTROL
 RO0483  ___________________________________________________________________
 RO0483* NAD 83(1986)-  46 17 24.     (N)    095 58 37.     (W)     SCALED    
 RO0483* NAVD 88     -       382.773  (meters)    1255.81   (feet)  ADJUSTED  
 RO0483  ___________________________________________________________________
 RO0483  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 RO0483  DYNAMIC HT  -         382.769 (meters)    1255.80  (feet)  COMP
 RO0483  MODELED GRAV-     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
 RO0483.and adjusted by the National Geodetic Survey in June 1991..
 RO0483
 RO0483.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP0082 ***********************************************************************
 PP0082  DESIGNATION -  129
 PP0082  PID         -  PP0082
 PP0082  STATE/COUNTY-  MN/WABASHA
 PP0082  USGS QUAD   -  LAKE CITY (1974)
 PP0082
 PP0082                         *CURRENT SURVEY CONTROL
 PP0082  ___________________________________________________________________
 PP0082* NAD 83(1986)-  44 26 57.     (N)    092 15 54.     (W)     SCALED    
 PP0082* NAVD 88     -       210.109  (meters)     689.33   (feet)  ADJUSTED  
 PP0082  ___________________________________________________________________
 PP0082  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 PP0082  DYNAMIC HT  -         210.081 (meters)     689.24  (feet)  COMP
 PP0082  MODELED GRAV-     980,480.7   (mgal)                       NAVD 88
 PP0082
 PP0082  VERT ORDER  -  FIRST     CLASS I
 PP0082
 PP0082.The horizontal coordinates were scaled from a topographic map and have
 PP0082.an estimated accuracy of +/- 6 seconds.
 PP0082
 PP0082.The orthometric height was determined by differential leveling
 PP0082.and adjusted by the National Geodetic Survey in June 1991..
 PP0082
 PP0082.The geoid height was determined by GEOID03.
 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     -   262,480.      938,080.      MT  (+/- 180 meters Scaled)
 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: 15TWK584220(NAD 83)
 PP0082_MARKER: B = BOLT
 PP0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0082_SP_SET: FOUNDATION
 PP0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1006 ***********************************************************************
 RN1006  DESIGNATION -  1292
 RN1006  PID         -  RN1006
 RN1006  STATE/COUNTY-  MN/CROW WING
 RN1006  USGS QUAD   -  EMILY (1994)
 RN1006
 RN1006                         *CURRENT SURVEY CONTROL
 RN1006  ___________________________________________________________________
 RN1006* NAD 83(1986)-  46 43 38.     (N)    093 57 31.     (W)     SCALED    
 RN1006* NAVD 88     -       393.911  (meters)    1292.36   (feet)  ADJUSTED  
 RN1006  ___________________________________________________________________
 RN1006  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 RN1006  DYNAMIC HT  -         393.933 (meters)    1292.43  (feet)  COMP
 RN1006  MODELED GRAV-     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
 RN1006.and adjusted by the National Geodetic Survey in June 1991..
 RN1006
 RN1006.The geoid height was determined by GEOID03.
 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_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             NGS
 RN1006
 RN1006                          STATION DESCRIPTION
 RN1006
 RN1006'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0473 ***********************************************************************
 RO0473  DESIGNATION -  1295 MINN
 RO0473  PID         -  RO0473
 RO0473  STATE/COUNTY-  MN/GRANT
 RO0473  USGS QUAD   -  ASHBY (1973)
 RO0473
 RO0473                         *CURRENT SURVEY CONTROL
 RO0473  ___________________________________________________________________
 RO0473* NAD 83(1986)-  46 05 30.     (N)    095 49 04.     (W)     SCALED    
 RO0473* NAVD 88     -       394.409  (meters)    1293.99   (feet)  ADJUSTED  
 RO0473  ___________________________________________________________________
 RO0473  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RO0473  DYNAMIC HT  -         394.409 (meters)    1293.99  (feet)  COMP
 RO0473  MODELED GRAV-     980,602.5   (mgal)                       NAVD 88
 RO0473
 RO0473  VERT ORDER  -  SECOND    CLASS 0
 RO0473
 RO0473.The horizontal coordinates were scaled from a topographic map and have
 RO0473.an estimated accuracy of +/- 6 seconds.
 RO0473
 RO0473.The orthometric height was determined by differential leveling
 RO0473.and adjusted by the National Geodetic Survey in June 1991..
 RO0473
 RO0473.The geoid height was determined by GEOID03.
 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     -   222,530.      678,770.      MT  (+/- 180 meters Scaled)
 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: 15TTM821080(NAD 83)
 RO0473_MARKER: Z = SEE DESCRIPTION
 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 = OCTOBER  6, 2006
 PP1287 ***********************************************************************
 PP1287  DESIGNATION -  13
 PP1287  PID         -  PP1287
 PP1287  STATE/COUNTY-  MN/DAKOTA
 PP1287  USGS QUAD   -  ST PAUL WEST (1993)
 PP1287
 PP1287                         *CURRENT SURVEY CONTROL
 PP1287  ___________________________________________________________________
 PP1287* NAD 83(1986)-  44 53 06.     (N)    093 10 08.     (W)     SCALED    
 PP1287* NAVD 88     -       243.370  (meters)     798.46   (feet)  ADJUSTED  
 PP1287  ___________________________________________________________________
 PP1287  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 PP1287  DYNAMIC HT  -         243.363 (meters)     798.43  (feet)  COMP
 PP1287  MODELED GRAV-     980,579.7   (mgal)                       NAVD 88
 PP1287
 PP1287  VERT ORDER  -  SECOND    CLASS 0
 PP1287
 PP1287.The horizontal coordinates were scaled from a topographic map and have
 PP1287.an estimated accuracy of +/- 6 seconds.
 PP1287
 PP1287.The orthometric height was determined by differential leveling
 PP1287.and adjusted by the National Geodetic Survey in June 1991..
 PP1287
 PP1287.The geoid height was determined by GEOID03.
 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     -   309,780.      865,660.      MT  (+/- 180 meters Scaled)
 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: 15TVK866701(NAD 83)
 PP1287_MARKER: DD = SURVEY DISK
 PP1287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1287_SP_SET: BRIDGE
 PP1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1287+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 PP1287
 PP1287  HISTORY     - Date     Condition        Report By
 PP1287  HISTORY     - UNK      MONUMENTED       MNDT
 PP1287  HISTORY     - 1970     GOOD             MNDT
 PP1287  HISTORY     - 1990     GOOD             USPSQD
 PP1287  HISTORY     - 20041009 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5914 ***********************************************************************
 DF5914  DESIGNATION -  13
 DF5914  PID         -  DF5914
 DF5914  STATE/COUNTY-  MN/PINE
 DF5914  USGS QUAD   -  BROOK PARK (1983)
 DF5914
 DF5914                         *CURRENT SURVEY CONTROL
 DF5914  ___________________________________________________________________
 DF5914* NAD 83(1996)-  45 54 52.29496(N)    093 07 25.81668(W)     ADJUSTED  
 DF5914* NAVD 88     -       304.9    (meters)    1000.     (feet)  GPS OBS   
 DF5914  ___________________________________________________________________
 DF5914  X           -    -242,245.581 (meters)                     COMP
 DF5914  Y           -  -4,438,736.612 (meters)                     COMP
 DF5914  Z           -   4,558,841.938 (meters)                     COMP
 DF5914  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 DF5914  ELLIP HEIGHT-         277.11  (meters)          (05/27/03) GPS OBS
 DF5914  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DF5914
 DF5914  HORZ ORDER  -  FIRST
 DF5914  ELLP ORDER  -  THIRD     CLASS I
 DF5914
 DF5914.The horizontal coordinates were established by GPS observations
 DF5914.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5914
 DF5914.The orthometric height was determined by GPS observations and a
 DF5914.high-resolution geoid model.
 DF5914
 DF5914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5914
 DF5914.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5914
 DF5914.The ellipsoidal height was determined by GPS observations
 DF5914.and is referenced to NAD 83.
 DF5914
 DF5914.The geoid height was determined by GEOID03.
 DF5914
 DF5914;                    North         East     Units Scale Factor Converg.
 DF5914;SPC MN C     -   202,267.160   887,363.036   MT  0.99994878   +0 48 52.7
 DF5914;UTM  15      - 5,084,558.313   490,396.186   MT  0.99960113   -0 05 20.2
 DF5914
 DF5914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5914!SPC MN C     -   0.99995656  x   0.99994878  =   0.99990534
 DF5914!UTM  15      -   0.99995656  x   0.99960113  =   0.99955771
 DF5914
 DF5914                          SUPERSEDED SURVEY CONTROL
 DF5914
 DF5914.No superseded survey control is available for this station.
 DF5914
 DF5914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9039684558(NAD 83)
 DF5914_MARKER: DD = SURVEY DISK
 DF5914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5914_STAMPING: NO 13
 DF5914_MARK LOGO: MN-115
 DF5914_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5914+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 DF5914
 DF5914  HISTORY     - Date     Condition        Report By
 DF5914  HISTORY     - 1999     MONUMENTED       MN-115
 DF5914  HISTORY     - 20021010 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1245 ***********************************************************************
 PP1245  DESIGNATION -  13 1
 PP1245  PID         -  PP1245
 PP1245  STATE/COUNTY-  MN/DAKOTA
 PP1245  USGS QUAD   -  ST PAUL SW (1993)
 PP1245
 PP1245                         *CURRENT SURVEY CONTROL
 PP1245  ___________________________________________________________________
 PP1245* NAD 83(1986)-  44 47 14.     (N)    093 14 54.     (W)     SCALED    
 PP1245* NAVD 88     -       278.036  (meters)     912.19   (feet)  ADJUSTED  
 PP1245  ___________________________________________________________________
 PP1245  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 PP1245  DYNAMIC HT  -         278.025 (meters)     912.15  (feet)  COMP
 PP1245  MODELED GRAV-     980,570.3   (mgal)                       NAVD 88
 PP1245
 PP1245  VERT ORDER  -  SECOND    CLASS 0
 PP1245
 PP1245.The horizontal coordinates were scaled from a topographic map and have
 PP1245.an estimated accuracy of +/- 6 seconds.
 PP1245
 PP1245.The orthometric height was determined by differential leveling
 PP1245.and adjusted by the National Geodetic Survey in June 1991..
 PP1245
 PP1245.The geoid height was determined by GEOID03.
 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     -   298,860.      859,480.      MT  (+/- 180 meters Scaled)
 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: 15TVK803593(NAD 83)
 PP1245_MARKER: X = CHISELED CROSS
 PP1245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1245_SP_SET: BASE
 PP1245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1245
 PP1245  HISTORY     - Date     Condition        Report By
 PP1245  HISTORY     - UNK      MONUMENTED       MNDT
 PP1245  HISTORY     - 1971     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1247 ***********************************************************************
 PP1247  DESIGNATION -  13 2
 PP1247  PID         -  PP1247
 PP1247  STATE/COUNTY-  MN/DAKOTA
 PP1247  USGS QUAD   -  ST PAUL SW (1993)
 PP1247
 PP1247                         *CURRENT SURVEY CONTROL
 PP1247  ___________________________________________________________________
 PP1247* NAD 83(1986)-  44 47 56.     (N)    093 14 04.     (W)     SCALED    
 PP1247* NAVD 88     -       274.601  (meters)     900.92   (feet)  ADJUSTED  
 PP1247  ___________________________________________________________________
 PP1247  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 PP1247  DYNAMIC HT  -         274.590 (meters)     900.88  (feet)  COMP
 PP1247  MODELED GRAV-     980,569.9   (mgal)                       NAVD 88
 PP1247
 PP1247  VERT ORDER  -  SECOND    CLASS 0
 PP1247
 PP1247.The horizontal coordinates were scaled from a topographic map and have
 PP1247.an estimated accuracy of +/- 6 seconds.
 PP1247
 PP1247.The orthometric height was determined by differential leveling
 PP1247.and adjusted by the National Geodetic Survey in June 1991..
 PP1247
 PP1247.The geoid height was determined by GEOID03.
 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     -   300,160.      860,570.      MT  (+/- 180 meters Scaled)
 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: 15TVK814606(NAD 83)
 PP1247_MARKER: DD = SURVEY DISK
 PP1247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1247_SP_SET: FIRE HYDRANT
 PP1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1247+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 PP1247
 PP1247  HISTORY     - Date     Condition        Report By
 PP1247  HISTORY     - UNK      MONUMENTED       MNDT
 PP1247  HISTORY     - 1971     GOOD             MNDT
 PP1247  HISTORY     - 20040915 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1689 ***********************************************************************
 QP1689  DESIGNATION -  13 2
 QP1689  PID         -  QP1689
 QP1689  STATE/COUNTY-  MN/KANDIYOHI
 QP1689  USGS QUAD   -  WILLMAR (1994)
 QP1689
 QP1689                         *CURRENT SURVEY CONTROL
 QP1689  ___________________________________________________________________
 QP1689* NAD 83(1986)-  45 06 38.     (N)    095 00 06.     (W)     SCALED    
 QP1689* NAVD 88     -       354.699  (meters)    1163.71   (feet)  ADJUSTED  
 QP1689  ___________________________________________________________________
 QP1689  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP1689  DYNAMIC HT  -         354.672 (meters)    1163.62  (feet)  COMP
 QP1689  MODELED GRAV-     980,530.3   (mgal)                       NAVD 88
 QP1689
 QP1689  VERT ORDER  -  SECOND    CLASS II
 QP1689
 QP1689.The horizontal coordinates were scaled from a topographic map and have
 QP1689.an estimated accuracy of +/- 6 seconds.
 QP1689
 QP1689.The orthometric height was determined by differential leveling
 QP1689.and adjusted by the National Geodetic Survey in June 1991..
 QP1689
 QP1689.The geoid height was determined by GEOID03.
 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     -   335,000.      721,180.      MT  (+/- 180 meters Scaled)
 QP1689
 QP1689                          SUPERSEDED SURVEY CONTROL
 QP1689
 QP1689.No superseded survey control is available for this station.
 QP1689
 QP1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK425971(NAD 83)
 QP1689_MARKER: DB = BENCH MARK DISK
 QP1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1689_SP_SET: CONCRETE POST
 QP1689_STAMPING: 13-2 1981
 QP1689_MARK LOGO: MNDT  
 QP1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1689+STABILITY: SURFACE MOTION
 QP1689
 QP1689  HISTORY     - Date     Condition        Report By
 QP1689  HISTORY     - 1981     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1477 ***********************************************************************
 PQ1477  DESIGNATION -  13 26
 PQ1477  PID         -  PQ1477
 PQ1477  STATE/COUNTY-  MN/MEEKER
 PQ1477  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1477
 PQ1477                         *CURRENT SURVEY CONTROL
 PQ1477  ___________________________________________________________________
 PQ1477* NAD 83(1986)-  44 59 41.     (N)    094 31 29.     (W)     SCALED    
 PQ1477* NAVD 88     -       337.376  (meters)    1106.87   (feet)  ADJUSTED  
 PQ1477  ___________________________________________________________________
 PQ1477  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 PQ1477  DYNAMIC HT  -         337.352 (meters)    1106.80  (feet)  COMP
 PQ1477  MODELED GRAV-     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
 PQ1477.and adjusted by the National Geodetic Survey in June 1995..
 PQ1477
 PQ1477.The geoid height was determined by GEOID03.
 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_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_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1477+STABILITY: SURFACE MOTION
 PQ1477
 PQ1477  HISTORY     - Date     Condition        Report By
 PQ1477  HISTORY     - 1978     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1690 ***********************************************************************
 QP1690  DESIGNATION -  13 3
 QP1690  PID         -  QP1690
 QP1690  STATE/COUNTY-  MN/KANDIYOHI
 QP1690  USGS QUAD   -  WILLMAR (1994)
 QP1690
 QP1690                         *CURRENT SURVEY CONTROL
 QP1690  ___________________________________________________________________
 QP1690* NAD 83(1986)-  45 07 03.     (N)    095 00 07.     (W)     SCALED    
 QP1690* NAVD 88     -       353.454  (meters)    1159.62   (feet)  ADJUSTED  
 QP1690  ___________________________________________________________________
 QP1690  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP1690  DYNAMIC HT  -         353.427 (meters)    1159.54  (feet)  COMP
 QP1690  MODELED GRAV-     980,530.3   (mgal)                       NAVD 88
 QP1690
 QP1690  VERT ORDER  -  SECOND    CLASS II
 QP1690
 QP1690.The horizontal coordinates were scaled from a topographic map and have
 QP1690.an estimated accuracy of +/- 6 seconds.
 QP1690
 QP1690.The orthometric height was determined by differential leveling
 QP1690.and adjusted by the National Geodetic Survey in June 1991..
 QP1690
 QP1690.The geoid height was determined by GEOID03.
 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     -   335,770.      721,170.      MT  (+/- 180 meters Scaled)
 QP1690
 QP1690                          SUPERSEDED SURVEY CONTROL
 QP1690
 QP1690.No superseded survey control is available for this station.
 QP1690
 QP1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK425979(NAD 83)
 QP1690_MARKER: DB = BENCH MARK DISK
 QP1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1690_SP_SET: CONCRETE POST
 QP1690_STAMPING: 13-3 1981
 QP1690_MARK LOGO: MNDT  
 QP1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1690+STABILITY: SURFACE MOTION
 QP1690
 QP1690  HISTORY     - Date     Condition        Report By
 QP1690  HISTORY     - 1981     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2174 ***********************************************************************
 QO2174  DESIGNATION -  13 ADP
 QO2174  PID         -  QO2174
 QO2174  STATE/COUNTY-  MN/KANABEC
 QO2174  USGS QUAD   -  GRASSTON (1983)
 QO2174
 QO2174                         *CURRENT SURVEY CONTROL
 QO2174  ___________________________________________________________________
 QO2174* NAD 83(1986)-  45 47 18.     (N)    093 11 10.     (W)     SCALED    
 QO2174* NAVD 88     -       289.159  (meters)     948.68   (feet)  ADJUSTED  
 QO2174  ___________________________________________________________________
 QO2174  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 QO2174  DYNAMIC HT  -         289.151 (meters)     948.66  (feet)  COMP
 QO2174  MODELED GRAV-     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
 QO2174.and adjusted by the National Geodetic Survey in June 1991..
 QO2174
 QO2174.The geoid height was determined by GEOID03.
 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_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
 QO2174  HISTORY     - Date     Condition        Report By
 QO2174  HISTORY     - 1954     MONUMENTED       USGS
 QO2174  HISTORY     - 1984     GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0689 ***********************************************************************
 SK0689  DESIGNATION -  13 CER
 SK0689  PID         -  SK0689
 SK0689  STATE/COUNTY-  MN/CLEARWATER
 SK0689  USGS QUAD   -  CLEARBROOK (1969)
 SK0689
 SK0689                         *CURRENT SURVEY CONTROL
 SK0689  ___________________________________________________________________
 SK0689* NAD 83(1986)-  47 41 17.     (N)    095 23 16.     (W)     SCALED    
 SK0689* NAVD 88     -       415.289  (meters)    1362.49   (feet)  ADJUSTED  
 SK0689  ___________________________________________________________________
 SK0689  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 SK0689  DYNAMIC HT  -         415.346 (meters)    1362.68  (feet)  COMP
 SK0689  MODELED GRAV-     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
 SK0689.and adjusted by the National Geodetic Survey in June 1991..
 SK0689
 SK0689.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0690 ***********************************************************************
 SK0690  DESIGNATION -  13 CER A TBM
 SK0690  PID         -  SK0690
 SK0690  STATE/COUNTY-  MN/CLEARWATER
 SK0690  USGS QUAD   -  CLEARBROOK (1969)
 SK0690
 SK0690                         *CURRENT SURVEY CONTROL
 SK0690  ___________________________________________________________________
 SK0690* NAD 83(1986)-  47 41 18.     (N)    095 24 32.     (W)     SCALED    
 SK0690* NAVD 88     -       411.041  (meters)    1348.56   (feet)  ADJUSTED  
 SK0690  ___________________________________________________________________
 SK0690  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 SK0690  DYNAMIC HT  -         411.097 (meters)    1348.74  (feet)  COMP
 SK0690  MODELED GRAV-     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
 SK0690.and adjusted by the National Geodetic Survey in June 1991..
 SK0690
 SK0690.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 SK0690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0690_SP_SET: IN METAL CULVERT
 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 = OCTOBER  6, 2006
 SK0688 ***********************************************************************
 SK0688  DESIGNATION -  13 CER RM
 SK0688  PID         -  SK0688
 SK0688  STATE/COUNTY-  MN/CLEARWATER
 SK0688  USGS QUAD   -  CLEARBROOK (1969)
 SK0688
 SK0688                         *CURRENT SURVEY CONTROL
 SK0688  ___________________________________________________________________
 SK0688* NAD 83(1986)-  47 41 16.     (N)    095 23 15.     (W)     SCALED    
 SK0688* NAVD 88     -       415.361  (meters)    1362.73   (feet)  ADJUSTED  
 SK0688  ___________________________________________________________________
 SK0688  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 SK0688  DYNAMIC HT  -         415.418 (meters)    1362.92  (feet)  COMP
 SK0688  MODELED GRAV-     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
 SK0688.and adjusted by the National Geodetic Survey in June 1991..
 SK0688
 SK0688.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 SK0688_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0688_SP_SET: IN METAL CULVERT
 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 = OCTOBER  6, 2006
 SK0640 ***********************************************************************
 SK0640  DESIGNATION -  13 CLC
 SK0640  PID         -  SK0640
 SK0640  STATE/COUNTY-  MN/POLK
 SK0640  USGS QUAD   -  MC INTOSH (1982)
 SK0640
 SK0640                         *CURRENT SURVEY CONTROL
 SK0640  ___________________________________________________________________
 SK0640* NAD 83(1986)-  47 40 21.     (N)    095 53 07.     (W)     SCALED    
 SK0640* NAVD 88     -       371.983  (meters)    1220.41   (feet)  ADJUSTED  
 SK0640  ___________________________________________________________________
 SK0640  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 SK0640  DYNAMIC HT  -         372.031 (meters)    1220.57  (feet)  COMP
 SK0640  MODELED GRAV-     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
 SK0640.and adjusted by the National Geodetic Survey in June 1991..
 SK0640
 SK0640.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0642 ***********************************************************************
 SK0642  DESIGNATION -  13 CLC A TBM
 SK0642  PID         -  SK0642
 SK0642  STATE/COUNTY-  MN/POLK
 SK0642  USGS QUAD   -  MC INTOSH (1982)
 SK0642
 SK0642                         *CURRENT SURVEY CONTROL
 SK0642  ___________________________________________________________________
 SK0642* NAD 83(1986)-  47 41 21.     (N)    095 52 52.     (W)     SCALED    
 SK0642* NAVD 88     -       376.087  (meters)    1233.88   (feet)  ADJUSTED  
 SK0642  ___________________________________________________________________
 SK0642  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 SK0642  DYNAMIC HT  -         376.138 (meters)    1234.05  (feet)  COMP
 SK0642  MODELED GRAV-     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
 SK0642.and adjusted by the National Geodetic Survey in June 1991..
 SK0642
 SK0642.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0641 ***********************************************************************
 SK0641  DESIGNATION -  13 CLC RM
 SK0641  PID         -  SK0641
 SK0641  STATE/COUNTY-  MN/POLK
 SK0641  USGS QUAD   -  MC INTOSH (1982)
 SK0641
 SK0641                         *CURRENT SURVEY CONTROL
 SK0641  ___________________________________________________________________
 SK0641* NAD 83(1986)-  47 40 24.     (N)    095 53 04.     (W)     SCALED    
 SK0641* NAVD 88     -       369.446  (meters)    1212.09   (feet)  ADJUSTED  
 SK0641  ___________________________________________________________________
 SK0641  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 SK0641  DYNAMIC HT  -         369.494 (meters)    1212.25  (feet)  COMP
 SK0641  MODELED GRAV-     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
 SK0641.and adjusted by the National Geodetic Survey in June 1991..
 SK0641
 SK0641.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE6209 ***********************************************************************
 DE6209  DESIGNATION -  13 CWH
 DE6209  PID         -  DE6209
 DE6209  STATE/COUNTY-  MN/CASS
 DE6209  USGS QUAD   -  BACKUS (1970)
 DE6209
 DE6209                         *CURRENT SURVEY CONTROL
 DE6209  ___________________________________________________________________
 DE6209* NAD 83(1996)-  46 47 54.00556(N)    094 33 35.99732(W)     ADJUSTED  
 DE6209* NAVD 88     -       414.047  (meters)    1358.42   (feet)  ADJUSTED  
 DE6209  ___________________________________________________________________
 DE6209  X           -    -347,771.708 (meters)                     COMP
 DE6209  Y           -  -4,360,474.974 (meters)                     COMP
 DE6209  Z           -   4,626,727.901 (meters)                     COMP
 DE6209  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 DE6209  ELLIP HEIGHT-         386.28  (meters)          (09/24/02) GPS OBS
 DE6209  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DE6209  DYNAMIC HT  -         414.063 (meters)    1358.47  (feet)  COMP
 DE6209  MODELED GRAV-     980,640.6   (mgal)                       NAVD 88
 DE6209
 DE6209  HORZ ORDER  -  FIRST
 DE6209  VERT ORDER  -  SECOND    CLASS I
 DE6209  ELLP ORDER  -  FOURTH    CLASS I
 DE6209
 DE6209.The horizontal coordinates were established by GPS observations
 DE6209.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6209
 DE6209.The orthometric height was determined by differential leveling
 DE6209.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6209
 DE6209.The ellipsoidal height was determined by GPS observations
 DE6209.and is referenced to NAD 83.
 DE6209
 DE6209.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6209;SPC MN C     -   299,928.330   776,335.264   MT  0.99995472   -0 13 27.3
 DE6209;UTM  15      - 5,183,935.683   380,955.553   MT  0.99977418   -1 08 14.3
 DE6209
 DE6209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6209!SPC MN C     -   0.99993945  x   0.99995472  =   0.99989418
 DE6209!UTM  15      -   0.99993945  x   0.99977418  =   0.99971365
 DE6209
 DE6209                          SUPERSEDED SURVEY CONTROL
 DE6209
 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: 15TUM8095683936(NAD 83)
 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 = OCTOBER  6, 2006
 DH3888 ***********************************************************************
 DH3888  DESIGNATION -  13 DWB
 DH3888  PID         -  DH3888
 DH3888  STATE/COUNTY-  MN/COTTONWOOD
 DH3888  USGS QUAD   -  WILDER (1970)
 DH3888
 DH3888                         *CURRENT SURVEY CONTROL
 DH3888  ___________________________________________________________________
 DH3888* NAD 83(1996)-  43 51 44.33330(N)    095 14 25.30366(W)     ADJUSTED  
 DH3888* NAVD 88     -       446.3    (meters)    1464.     (feet)  GPS OBS   
 DH3888  ___________________________________________________________________
 DH3888  X           -    -420,720.755 (meters)                     COMP
 DH3888  Y           -  -4,587,139.121 (meters)                     COMP
 DH3888  Z           -   4,397,364.593 (meters)                     COMP
 DH3888  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DH3888  ELLIP HEIGHT-         419.14  (meters)          (05/30/05) GPS OBS
 DH3888  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DH3888
 DH3888  HORZ ORDER  -  FIRST
 DH3888  ELLP ORDER  -  THIRD     CLASS II
 DH3888
 DH3888.The horizontal coordinates were established by GPS observations
 DH3888.and adjusted by the MN DEPT OF TRANSP in May 2005..
 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 DEFLEC99 derived deflections.
 DH3888
 DH3888.The ellipsoidal height was determined by GPS observations
 DH3888.and is referenced to NAD 83.
 DH3888
 DH3888.The geoid height was determined by GEOID03.
 DH3888
 DH3888;                    North         East     Units Scale Factor Converg.
 DH3888;SPC MN S     -   196,570.640   700,290.942   MT  0.99998382   -0 52 09.9
 DH3888;UTM  15      - 4,859,020.276   319,964.210   MT  0.99999868   -1 33 10.2
 DH3888
 DH3888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3888!SPC MN S     -   0.99993428  x   0.99998382  =   0.99991810
 DH3888!UTM  15      -   0.99993428  x   0.99999868  =   0.99993296
 DH3888
 DH3888                          SUPERSEDED SURVEY CONTROL
 DH3888
 DH3888.No superseded survey control is available for this station.
 DH3888
 DH3888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1996459020(NAD 83)
 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 = OCTOBER  6, 2006
 OO0722 ***********************************************************************
 OO0722  DESIGNATION -  13 KED
 OO0722  PID         -  OO0722
 OO0722  STATE/COUNTY-  MN/BLUE EARTH
 OO0722  USGS QUAD   -  ST CLAIR (1974)
 OO0722
 OO0722                         *CURRENT SURVEY CONTROL
 OO0722  ___________________________________________________________________
 OO0722* NAD 83(1996)-  44 00 00.23505(N)    093 46 09.26404(W)     ADJUSTED  
 OO0722* NAVD 88     -       318.019  (meters)    1043.37   (feet)  ADJUSTED  
 OO0722  ___________________________________________________________________
 OO0722  X           -    -302,111.724 (meters)                     COMP
 OO0722  Y           -  -4,585,738.434 (meters)                     COMP
 OO0722  Z           -   4,408,297.706 (meters)                     COMP
 OO0722  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 OO0722  ELLIP HEIGHT-         289.17  (meters)          (05/18/04) GPS OBS
 OO0722  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 OO0722  DYNAMIC HT  -         317.955 (meters)    1043.16  (feet)  COMP
 OO0722  MODELED GRAV-     980,406.5   (mgal)                       NAVD 88
 OO0722
 OO0722  HORZ ORDER  -  FIRST
 OO0722  VERT ORDER  -  SECOND    CLASS I
 OO0722  ELLP ORDER  -  THIRD     CLASS I
 OO0722
 OO0722.The horizontal coordinates were established by GPS observations
 OO0722.and adjusted by the MN DEPT OF TRANSP in May 2004..
 OO0722
 OO0722.The orthometric height was determined by differential leveling
 OO0722.and adjusted by the National Geodetic Survey in June 1991..
 OO0722
 OO0722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0722
 OO0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0722
 OO0722.The ellipsoidal height was determined by GPS observations
 OO0722.and is referenced to NAD 83.
 OO0722
 OO0722.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO0722;SPC MN S     -   211,145.402   818,507.597   MT  0.99996009   +0 09 42.3
 OO0722;UTM  15      - 4,872,167.693   438,326.866   MT  0.99964678   -0 32 03.8
 OO0722
 OO0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0722!SPC MN S     -   0.99995466  x   0.99996009  =   0.99991475
 OO0722!UTM  15      -   0.99995466  x   0.99964678  =   0.99960145
 OO0722
 OO0722                          SUPERSEDED SURVEY CONTROL
 OO0722
 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: 15TVJ3832772168(NAD 83)
 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 - June 08, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0850 ***********************************************************************
 PP0850  DESIGNATION -  13 R RESET
 PP0850  PID         -  PP0850
 PP0850  STATE/COUNTY-  MN/DAKOTA
 PP0850  USGS QUAD   -  BLOOMINGTON (1997)
 PP0850
 PP0850                         *CURRENT SURVEY CONTROL
 PP0850  ___________________________________________________________________
 PP0850* NAD 83(1986)-  44 47 58.     (N)    093 17 23.     (W)     SCALED    
 PP0850* NAVD 88     -       214.796  (meters)     704.71   (feet)  ADJUSTED  
 PP0850  ___________________________________________________________________
 PP0850  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 PP0850  DYNAMIC HT  -         214.790 (meters)     704.69  (feet)  COMP
 PP0850  MODELED GRAV-     980,582.6   (mgal)                       NAVD 88
 PP0850
 PP0850  VERT ORDER  -  SECOND    CLASS 0
 PP0850
 PP0850.The horizontal coordinates were scaled from a topographic map and have
 PP0850.an estimated accuracy of +/- 6 seconds.
 PP0850
 PP0850.The orthometric height was determined by differential leveling
 PP0850.and adjusted by the National Geodetic Survey in June 1991..
 PP0850
 PP0850.The geoid height was determined by GEOID03.
 PP0850
 PP0850.The dynamic height is computed by dividing the NAVD 88
 PP0850.geopotential number by the normal gravity value computed on the
 PP0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0850.degrees latitude (g = 980.6199 gals.).
 PP0850
 PP0850.The modeled gravity was interpolated from observed gravity values.
 PP0850
 PP0850;                    North         East    Units  Estimated Accuracy
 PP0850;SPC MN S     -   300,180.      856,190.      MT  (+/- 180 meters Scaled)
 PP0850
 PP0850                          SUPERSEDED SURVEY CONTROL
 PP0850
 PP0850  NGVD 29 (??/??/92)  214.732  (m)          704.50   (f) ADJ UNCH    2 0
 PP0850
 PP0850.Superseded values are not recommended for survey control.
 PP0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0850.See file dsdata.txt to determine how the superseded data were derived.
 PP0850
 PP0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK770607(NAD 83)
 PP0850_MARKER: DD = SURVEY DISK
 PP0850_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0850_SP_SET: PIER
 PP0850_STAMPING: PBM 13-R
 PP0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0850
 PP0850  HISTORY     - Date     Condition        Report By
 PP0850  HISTORY     - UNK      MONUMENTED       DOD
 PP0850  HISTORY     - 1971     GOOD             MNDT
 PP0850
 PP0850                          STATION DESCRIPTION
 PP0850
 PP0850'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0850'IN BURNSVILLE.
 PP0850'ELKO TO BLOOMINGTON, 1.8 MILES NORTH OF T.H. 13 ALONG FAI 35W, 125
 PP0850'FEET SOUTH OF THE SOUTH BANK OF THE MINNESOTA RIVER, IN THE NORTH FACE
 PP0850'OF THE FIRST PIER SOUTH OF THE RIVER, SET VERTICALLY ABOUT 2 FEET
 PP0850'HIGHER THAN THE GROUND.  NE 1/4, SEC 28, T 27N, R 24W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8301 ***********************************************************************
 DF8301  DESIGNATION -  13 RC
 DF8301  PID         -  DF8301
 DF8301  STATE/COUNTY-  MN/HOUSTON
 DF8301  USGS QUAD   -  MOUND PRAIRIE (1973)
 DF8301
 DF8301                         *CURRENT SURVEY CONTROL
 DF8301  ___________________________________________________________________
 DF8301* NAD 83(1996)-  43 50 48.03925(N)    091 29 30.34068(W)     ADJUSTED  
 DF8301* NAVD 88     -       387.3    (meters)    1271.     (feet)  GPS OBS   
 DF8301  ___________________________________________________________________
 DF8301  X           -    -119,949.320 (meters)                     COMP
 DF8301  Y           -  -4,605,989.444 (meters)                     COMP
 DF8301  Z           -   4,396,068.196 (meters)                     COMP
 DF8301  LAPLACE CORR-          -7.23  (seconds)                    DEFLEC99
 DF8301  ELLIP HEIGHT-         356.43  (meters)          (10/06/03) GPS OBS
 DF8301  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 DF8301
 DF8301  HORZ ORDER  -  FIRST
 DF8301  ELLP ORDER  -  THIRD     CLASS II
 DF8301
 DF8301.The horizontal coordinates were established by GPS observations
 DF8301.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8301
 DF8301.The orthometric height was determined by GPS observations and a
 DF8301.high-resolution geoid model.
 DF8301
 DF8301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8301
 DF8301.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8301
 DF8301.The ellipsoidal height was determined by GPS observations
 DF8301.and is referenced to NAD 83.
 DF8301
 DF8301.The geoid height was determined by GEOID03.
 DF8301
 DF8301;                    North         East     Units Scale Factor Converg.
 DF8301;SPC MN S     -   197,170.870 1,001,659.323   MT  0.99998688   +1 45 29.1
 DF8301;UTM  15      - 4,855,949.377   621,233.244   MT  0.99978077   +1 02 41.7
 DF8301
 DF8301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8301!SPC MN S     -   0.99994411  x   0.99998688  =   0.99993099
 DF8301!UTM  15      -   0.99994411  x   0.99978077  =   0.99972489
 DF8301
 DF8301                          SUPERSEDED SURVEY CONTROL
 DF8301
 DF8301.No superseded survey control is available for this station.
 DF8301
 DF8301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2123355949(NAD 83)
 DF8301_MARKER: DD = SURVEY DISK
 DF8301_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8301_STAMPING: 13 RC 1955 1271
 DF8301_MARK LOGO: USGS  
 DF8301_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF8301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8301+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001
 DF8301
 DF8301  HISTORY     - Date     Condition        Report By
 DF8301  HISTORY     - 1955     MONUMENTED       USGS
 DF8301  HISTORY     - 20010401 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7594 ***********************************************************************
 DF7594  DESIGNATION -  13 ROD
 DF7594  PID         -  DF7594
 DF7594  STATE/COUNTY-  MN/BELTRAMI
 DF7594  USGS QUAD   -  ERIE NE (1973)
 DF7594
 DF7594                         *CURRENT SURVEY CONTROL
 DF7594  ___________________________________________________________________
 DF7594* NAD 83(1986)-  48 10 22.     (N)    095 34 36.     (W)     SCALED    
 DF7594* NAVD 88     -       361.212  (meters)    1185.08   (feet)  ADJUSTED  
 DF7594  ___________________________________________________________________
 DF7594  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DF7594  DYNAMIC HT  -         361.289 (meters)    1185.33  (feet)  COMP
 DF7594  MODELED GRAV-     980,811.8   (mgal)                       NAVD 88
 DF7594
 DF7594  VERT ORDER  -  SECOND    CLASS I
 DF7594
 DF7594.The horizontal coordinates were scaled from a topographic map and have
 DF7594.an estimated accuracy of +/- 6 seconds.
 DF7594
 DF7594.The orthometric height was determined by differential leveling
 DF7594.and adjusted by the National Geodetic Survey in April 2004..
 DF7594
 DF7594.The geoid height was determined by GEOID03.
 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     -   288,920.      615,840.      MT  (+/- 180 meters Scaled)
 DF7594
 DF7594                          SUPERSEDED SURVEY CONTROL
 DF7594
 DF7594.No superseded survey control is available for this station.
 DF7594
 DF7594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP084387(NAD 83)
 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 = OCTOBER  6, 2006
 SK0257 ***********************************************************************
 SK0257  DESIGNATION -  13 WGW
 SK0257  PID         -  SK0257
 SK0257  STATE/COUNTY-  MN/HUBBARD
 SK0257  USGS QUAD   -  LAPORTE (1972)
 SK0257
 SK0257                         *CURRENT SURVEY CONTROL
 SK0257  ___________________________________________________________________
 SK0257* NAD 83(1986)-  47 12 35.     (N)    094 51 58.     (W)     SCALED    
 SK0257* NAVD 88     -       468.962  (meters)    1538.59   (feet)  ADJUSTED  
 SK0257  ___________________________________________________________________
 SK0257  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 SK0257  DYNAMIC HT  -         469.007 (meters)    1538.73  (feet)  COMP
 SK0257  MODELED GRAV-     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
 SK0257.and adjusted by the National Geodetic Survey in June 1991..
 SK0257
 SK0257.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 SK0257_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = OCTOBER  6, 2006
 PP0076 ***********************************************************************
 PP0076  DESIGNATION -  130 BOLT
 PP0076  PID         -  PP0076
 PP0076  STATE/COUNTY-  MN/WABASHA
 PP0076  USGS QUAD   -  PEPIN (1974)
 PP0076
 PP0076                         *CURRENT SURVEY CONTROL
 PP0076  ___________________________________________________________________
 PP0076* NAD 83(1986)-  44 25 38.     (N)    092 14 40.     (W)     SCALED    
 PP0076* NAVD 88     -       210.814  (meters)     691.65   (feet)  ADJUSTED  
 PP0076  ___________________________________________________________________
 PP0076  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 PP0076  DYNAMIC HT  -         210.783 (meters)     691.54  (feet)  COMP
 PP0076  MODELED GRAV-     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
 PP0076.and adjusted by the National Geodetic Survey in June 1991..
 PP0076
 PP0076.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 PP0076_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = OCTOBER  6, 2006
 QO0156 ***********************************************************************
 QO0156  DESIGNATION -  1301 B
 QO0156  PID         -  QO0156
 QO0156  STATE/COUNTY-  MN/CHISAGO
 QO0156  USGS QUAD   -  FOREST LAKE (1993)
 QO0156
 QO0156                         *CURRENT SURVEY CONTROL
 QO0156  ___________________________________________________________________
 QO0156* NAD 83(1986)-  45 22 27.     (N)    092 53 11.     (W)     SCALED    
 QO0156* NAVD 88     -       280.365  (meters)     919.83   (feet)  ADJUSTED  
 QO0156  ___________________________________________________________________
 QO0156  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 QO0156  DYNAMIC HT  -         280.365 (meters)     919.83  (feet)  COMP
 QO0156  MODELED GRAV-     980,607.9   (mgal)                       NAVD 88
 QO0156
 QO0156  VERT ORDER  -  SECOND    CLASS I
 QO0156
 QO0156.The horizontal coordinates were scaled from a topographic map and have
 QO0156.an estimated accuracy of +/- 6 seconds.
 QO0156
 QO0156.The orthometric height was determined by differential leveling
 QO0156.and adjusted by the National Geodetic Survey in June 1991..
 QO0156
 QO0156.The geoid height was determined by GEOID03.
 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     -   142,510.      906,820.      MT  (+/- 180 meters Scaled)
 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: 15TWL088245(NAD 83)
 QO0156_MARKER: DD = SURVEY DISK
 QO0156_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0156+WITH SETTING: INTO GROUND
 QO0156_STAMPING: 1301 B 1975
 QO0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0156+STABILITY: SURFACE MOTION
 QO0156
 QO0156  HISTORY     - Date     Condition        Report By
 QO0156  HISTORY     - 1975     MONUMENTED       MNDT
 QO0156
 QO0156                          STATION DESCRIPTION
 QO0156
 QO0156'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0159 ***********************************************************************
 QO0159  DESIGNATION -  1301 D
 QO0159  PID         -  QO0159
 QO0159  STATE/COUNTY-  MN/CHISAGO
 QO0159  USGS QUAD   -  LINDSTROM (1974)
 QO0159
 QO0159                         *CURRENT SURVEY CONTROL
 QO0159  ___________________________________________________________________
 QO0159* NAD 83(1986)-  45 23 23.     (N)    092 50 45.     (W)     SCALED    
 QO0159* NAVD 88     -       285.658  (meters)     937.20   (feet)  ADJUSTED  
 QO0159  ___________________________________________________________________
 QO0159  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 QO0159  DYNAMIC HT  -         285.659 (meters)     937.20  (feet)  COMP
 QO0159  MODELED GRAV-     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
 QO0159.and adjusted by the National Geodetic Survey in June 1991..
 QO0159
 QO0159.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0159_SP_SET: BASE
 QO0159_STAMPING: 1301 D 1975
 QO0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0159
 QO0159  HISTORY     - Date     Condition        Report By
 QO0159  HISTORY     - 1975     MONUMENTED       MNDT
 QO0159
 QO0159                          STATION DESCRIPTION
 QO0159
 QO0159'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0163 ***********************************************************************
 QO0163  DESIGNATION -  1301 H
 QO0163  PID         -  QO0163
 QO0163  STATE/COUNTY-  MN/CHISAGO
 QO0163  USGS QUAD   -  LINDSTROM (1974)
 QO0163
 QO0163                         *CURRENT SURVEY CONTROL
 QO0163  ___________________________________________________________________
 QO0163* NAD 83(1986)-  45 23 00.     (N)    092 47 42.     (W)     SCALED    
 QO0163* NAVD 88     -       284.747  (meters)     934.21   (feet)  ADJUSTED  
 QO0163  ___________________________________________________________________
 QO0163  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 QO0163  DYNAMIC HT  -         284.751 (meters)     934.22  (feet)  COMP
 QO0163  MODELED GRAV-     980,620.5   (mgal)                       NAVD 88
 QO0163
 QO0163  VERT ORDER  -  SECOND    CLASS I
 QO0163
 QO0163.The horizontal coordinates were scaled from a topographic map and have
 QO0163.an estimated accuracy of +/- 6 seconds.
 QO0163
 QO0163.The orthometric height was determined by differential leveling
 QO0163.and adjusted by the National Geodetic Survey in June 1991..
 QO0163
 QO0163.The geoid height was determined by GEOID03.
 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     -   143,650.      913,960.      MT  (+/- 180 meters Scaled)
 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: 15TWL160255(NAD 83)
 QO0163_MARKER: DD = SURVEY DISK
 QO0163_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0163+WITH SETTING: INTO GROUND
 QO0163_STAMPING: 1301 H 1975
 QO0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0163+STABILITY: SURFACE MOTION
 QO0163
 QO0163  HISTORY     - Date     Condition        Report By
 QO0163  HISTORY     - 1975     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0165 ***********************************************************************
 QO0165  DESIGNATION -  1301 J
 QO0165  PID         -  QO0165
 QO0165  STATE/COUNTY-  MN/CHISAGO
 QO0165  USGS QUAD   -  LINDSTROM (1974)
 QO0165
 QO0165                         *CURRENT SURVEY CONTROL
 QO0165  ___________________________________________________________________
 QO0165* NAD 83(1986)-  45 22 57.     (N)    092 45 06.     (W)     SCALED    
 QO0165* NAVD 88     -       287.775  (meters)     944.14   (feet)  ADJUSTED  
 QO0165  ___________________________________________________________________
 QO0165  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 QO0165  DYNAMIC HT  -         287.780 (meters)     944.16  (feet)  COMP
 QO0165  MODELED GRAV-     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
 QO0165.and adjusted by the National Geodetic Survey in June 1991..
 QO0165
 QO0165.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO0165_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0165+WITH SETTING: INTO GROUND
 QO0165_STAMPING: 1301 J 1975
 QO0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0165+STABILITY: SURFACE MOTION
 QO0165
 QO0165  HISTORY     - Date     Condition        Report By
 QO0165  HISTORY     - 1975     MONUMENTED       MNDT
 QO0165
 QO0165                          STATION DESCRIPTION
 QO0165
 QO0165'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0166 ***********************************************************************
 QO0166  DESIGNATION -  1301 K
 QO0166  PID         -  QO0166
 QO0166  STATE/COUNTY-  MN/CHISAGO
 QO0166  USGS QUAD   -  ST CROIX DALLES (1978)
 QO0166
 QO0166                         *CURRENT SURVEY CONTROL
 QO0166  ___________________________________________________________________
 QO0166* NAD 83(1986)-  45 22 58.     (N)    092 44 27.     (W)     SCALED    
 QO0166* NAVD 88     -       286.454  (meters)     939.81   (feet)  ADJUSTED  
 QO0166  ___________________________________________________________________
 QO0166  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 QO0166  DYNAMIC HT  -         286.459 (meters)     939.82  (feet)  COMP
 QO0166  MODELED GRAV-     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
 QO0166.and adjusted by the National Geodetic Survey in June 1991..
 QO0166
 QO0166.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0166_SP_SET: CULVERT
 QO0166_STAMPING: 1301 K 1975
 QO0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0166
 QO0166  HISTORY     - Date     Condition        Report By
 QO0166  HISTORY     - 1975     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0167 ***********************************************************************
 QO0167  DESIGNATION -  1301 L
 QO0167  PID         -  QO0167
 QO0167  STATE/COUNTY-  MN/CHISAGO
 QO0167  USGS QUAD   -  ST CROIX DALLES (1978)
 QO0167
 QO0167                         *CURRENT SURVEY CONTROL
 QO0167  ___________________________________________________________________
 QO0167* NAD 83(1986)-  45 22 59.     (N)    092 43 13.     (W)     SCALED    
 QO0167* NAVD 88     -       283.974  (meters)     931.67   (feet)  ADJUSTED  
 QO0167  ___________________________________________________________________
 QO0167  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 QO0167  DYNAMIC HT  -         283.979 (meters)     931.69  (feet)  COMP
 QO0167  MODELED GRAV-     980,624.8   (mgal)                       NAVD 88
 QO0167
 QO0167  VERT ORDER  -  SECOND    CLASS I
 QO0167
 QO0167.The horizontal coordinates were scaled from a topographic map and have
 QO0167.an estimated accuracy of +/- 6 seconds.
 QO0167
 QO0167.The orthometric height was determined by differential leveling
 QO0167.and adjusted by the National Geodetic Survey in June 1991..
 QO0167
 QO0167.The geoid height was determined by GEOID03.
 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     -   143,730.      919,810.      MT  (+/- 180 meters Scaled)
 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: 15TWL218255(NAD 83)
 QO0167_MARKER: DD = SURVEY DISK
 QO0167_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0167+WITH SETTING: INTO GROUND
 QO0167_STAMPING: 1301 L 1975
 QO0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0167+STABILITY: SURFACE MOTION
 QO0167
 QO0167  HISTORY     - Date     Condition        Report By
 QO0167  HISTORY     - 1975     MONUMENTED       MNDT
 QO0167
 QO0167                          STATION DESCRIPTION
 QO0167
 QO0167'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0169 ***********************************************************************
 QO0169  DESIGNATION -  1301 M
 QO0169  PID         -  QO0169
 QO0169  STATE/COUNTY-  MN/CHISAGO
 QO0169  USGS QUAD   -  ST CROIX DALLES (1978)
 QO0169
 QO0169                         *CURRENT SURVEY CONTROL
 QO0169  ___________________________________________________________________
 QO0169* NAD 83(1986)-  45 22 57.     (N)    092 41 36.     (W)     SCALED    
 QO0169* NAVD 88     -       274.581  (meters)     900.85   (feet)  ADJUSTED  
 QO0169  ___________________________________________________________________
 QO0169  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 QO0169  DYNAMIC HT  -         274.586 (meters)     900.87  (feet)  COMP
 QO0169  MODELED GRAV-     980,625.1   (mgal)                       NAVD 88
 QO0169
 QO0169  VERT ORDER  -  SECOND    CLASS I
 QO0169
 QO0169.The horizontal coordinates were scaled from a topographic map and have
 QO0169.an estimated accuracy of +/- 6 seconds.
 QO0169
 QO0169.The orthometric height was determined by differential leveling
 QO0169.and adjusted by the National Geodetic Survey in June 1991..
 QO0169
 QO0169.The geoid height was determined by GEOID03.
 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     -   143,710.      921,920.      MT  (+/- 180 meters Scaled)
 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: 15TWL240254(NAD 83)
 QO0169_MARKER: DD = SURVEY DISK
 QO0169_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0169+WITH SETTING: INTO GROUND
 QO0169_STAMPING: 1301 M 1975
 QO0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0169+STABILITY: SURFACE MOTION
 QO0169
 QO0169  HISTORY     - Date     Condition        Report By
 QO0169  HISTORY     - 1975     MONUMENTED       MNDT
 QO0169
 QO0169                          STATION DESCRIPTION
 QO0169
 QO0169'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0170 ***********************************************************************
 QO0170  DESIGNATION -  1301 N
 QO0170  PID         -  QO0170
 QO0170  STATE/COUNTY-  MN/CHISAGO
 QO0170  USGS QUAD   -  ST CROIX DALLES (1978)
 QO0170
 QO0170                         *CURRENT SURVEY CONTROL
 QO0170  ___________________________________________________________________
 QO0170* NAD 83(1986)-  45 23 06.     (N)    092 40 34.     (W)     SCALED    
 QO0170* NAVD 88     -       249.458  (meters)     818.43   (feet)  ADJUSTED  
 QO0170  ___________________________________________________________________
 QO0170  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 QO0170  DYNAMIC HT  -         249.462 (meters)     818.44  (feet)  COMP
 QO0170  MODELED GRAV-     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
 QO0170.and adjusted by the National Geodetic Survey in June 1991..
 QO0170
 QO0170.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO0170_SETTING: 66 = SET IN ROCK OUTCROP
 QO0170_SP_SET: SANDSTONE LEDGE
 QO0170_STAMPING: 1301 N 1975
 QO0170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QO0170+STABILITY: POSITION/ELEVATION WELL
 QO0170
 QO0170  HISTORY     - Date     Condition        Report By
 QO0170  HISTORY     - 1975     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0171 ***********************************************************************
 QO0171  DESIGNATION -  1301 P
 QO0171  PID         -  QO0171
 QO0171  STATE/COUNTY-  MN/CHISAGO
 QO0171  USGS QUAD   -  ST CROIX DALLES (1978)
 QO0171
 QO0171                         *CURRENT SURVEY CONTROL
 QO0171  ___________________________________________________________________
 QO0171* NAD 83(1986)-  45 23 14.     (N)    092 40 24.     (W)     SCALED    
 QO0171* NAVD 88     -       229.198  (meters)     751.96   (feet)  ADJUSTED  
 QO0171  ___________________________________________________________________
 QO0171  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 QO0171  DYNAMIC HT  -         229.201 (meters)     751.97  (feet)  COMP
 QO0171  MODELED GRAV-     980,625.2   (mgal)                       NAVD 88
 QO0171
 QO0171  VERT ORDER  -  SECOND    CLASS I
 QO0171
 QO0171.The horizontal coordinates were scaled from a topographic map and have
 QO0171.an estimated accuracy of +/- 6 seconds.
 QO0171
 QO0171.The orthometric height was determined by differential leveling
 QO0171.and adjusted by the National Geodetic Survey in June 1991..
 QO0171
 QO0171.The geoid height was determined by GEOID03.
 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     -   144,270.      923,470.      MT  (+/- 180 meters Scaled)
 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: 15TWL255260(NAD 83)
 QO0171_MARKER: DD = SURVEY DISK
 QO0171_SETTING: 66 = SET IN ROCK OUTCROP
 QO0171_SP_SET: SANDSTONE LEDGE
 QO0171_STAMPING: 1301 P 1975
 QO0171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QO0171+STABILITY: POSITION/ELEVATION WELL
 QO0171
 QO0171  HISTORY     - Date     Condition        Report By
 QO0171  HISTORY     - 1975     MONUMENTED       MNDT
 QO0171
 QO0171                          STATION DESCRIPTION
 QO0171
 QO0171'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0173 ***********************************************************************
 QO0173  DESIGNATION -  1301 Q
 QO0173  PID         -  QO0173
 QO0173  STATE/COUNTY-  MN/CHISAGO
 QO0173  USGS QUAD   -  ST CROIX DALLES (1978)
 QO0173
 QO0173                         *CURRENT SURVEY CONTROL
 QO0173  ___________________________________________________________________
 QO0173* NAD 83(1986)-  45 23 51.     (N)    092 39 36.     (W)     SCALED    
 QO0173* NAVD 88     -       242.664  (meters)     796.14   (feet)  ADJUSTED  
 QO0173  ___________________________________________________________________
 QO0173  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 QO0173  DYNAMIC HT  -         242.668 (meters)     796.15  (feet)  COMP
 QO0173  MODELED GRAV-     980,625.5   (mgal)                       NAVD 88
 QO0173
 QO0173  VERT ORDER  -  SECOND    CLASS I
 QO0173
 QO0173.The horizontal coordinates were scaled from a topographic map and have
 QO0173.an estimated accuracy of +/- 6 seconds.
 QO0173
 QO0173.The orthometric height was determined by differential leveling
 QO0173.and adjusted by the National Geodetic Survey in June 1991..
 QO0173
 QO0173.The geoid height was determined by GEOID03.
 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     -   145,430.      924,500.      MT  (+/- 180 meters Scaled)
 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: 15TWL266271(NAD 83)
 QO0173_MARKER: DD = SURVEY DISK
 QO0173_SETTING: 0 = UNSPECIFIED SETTING
 QO0173_STAMPING: 1301 Q 1975
 QO0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0173
 QO0173  HISTORY     - Date     Condition        Report By
 QO0173  HISTORY     - 1975     MONUMENTED       MNDT
 QO0173
 QO0173                          STATION DESCRIPTION
 QO0173
 QO0173'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0087 ***********************************************************************
 QO0087  DESIGNATION -  1302 A
 QO0087  PID         -  QO0087
 QO0087  STATE/COUNTY-  MN/CHISAGO
 QO0087  USGS QUAD   -  FOREST LAKE (1993)
 QO0087
 QO0087                         *CURRENT SURVEY CONTROL
 QO0087  ___________________________________________________________________
 QO0087* NAD 83(1986)-  45 18 02.     (N)    092 59 18.     (W)     SCALED    
 QO0087* NAVD 88     -       274.666  (meters)     901.13   (feet)  ADJUSTED  
 QO0087  ___________________________________________________________________
 QO0087  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 QO0087  DYNAMIC HT  -         274.663 (meters)     901.12  (feet)  COMP
 QO0087  MODELED GRAV-     980,597.8   (mgal)                       NAVD 88
 QO0087
 QO0087  VERT ORDER  -  SECOND    CLASS I
 QO0087
 QO0087.The horizontal coordinates were scaled from a topographic map and have
 QO0087.an estimated accuracy of +/- 6 seconds.
 QO0087
 QO0087.The orthometric height was determined by differential leveling
 QO0087.and adjusted by the National Geodetic Survey in June 1991..
 QO0087
 QO0087.The geoid height was determined by GEOID03.
 QO0087
 QO0087.The dynamic height is computed by dividing the NAVD 88
 QO0087.geopotential number by the normal gravity value computed on the
 QO0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0087.degrees latitude (g = 980.6199 gals.).
 QO0087
 QO0087.The modeled gravity was interpolated from observed gravity values.
 QO0087
 QO0087;                    North         East    Units  Estimated Accuracy
 QO0087;SPC MN C     -   134,200.      898,960.      MT  (+/- 180 meters Scaled)
 QO0087
 QO0087                          SUPERSEDED SURVEY CONTROL
 QO0087
 QO0087  NGVD 29 (??/??/92)  274.625  (m)          901.00   (f) ADJ UNCH    2 1
 QO0087
 QO0087.Superseded values are not recommended for survey control.
 QO0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0087.See file dsdata.txt to determine how the superseded data were derived.
 QO0087
 QO0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL009163(NAD 83)
 QO0087_MARKER: DD = SURVEY DISK
 QO0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0087_SP_SET: BRIDGE
 QO0087_STAMPING: 1302 A 1975
 QO0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0087
 QO0087  HISTORY     - Date     Condition        Report By
 QO0087  HISTORY     - 1975     MONUMENTED       MNDT
 QO0087  HISTORY     - 1976     GOOD             MNDT
 QO0087  HISTORY     - 20051001 MARK NOT FOUND   USPSQD
 QO0087
 QO0087                          STATION DESCRIPTION
 QO0087
 QO0087'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0087'0.8 MI N FROM FOREST LAKE.
 QO0087'THE MARK IS LOCATED 0.8 MILE NORTH ALONG TRUNK HIGHWAY 61 FROM THE
 QO0087'JUNCTION OF TRUNK HIGHWAY 8 AND 61 (BRIDGE NUMBER 82002) AT FOREST
 QO0087'LAKE AND 2.5 MILES SOUTH ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF
 QO0087'TRUNK HIGHWAYS 61 AND 98 AT WYOMING.  IT IS 76.0 FEET WEST OF AND
 QO0087'ABOUT 4 FEET HIGHER THAN THE CENTER LINE OF TRUNK HIGHWAY 61 AT
 QO0087'MILEPOINT 162.15, 5.0 FEET EAST OF AND 2 FEET LOWER THAN THE EAST RAIL
 QO0087'OF THE BURLINGTON NORTHERN RAILROAD, AND 48.0 FEET SOUTH OF THE
 QO0087'SOUTHEAST CORNER OF THE CONCRETE BASE OR RAILROAD SIGNAL NUMBER 258.
 QO0087'THE MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM) DISK IS
 QO0087'CEMENTED INTO THE SOUTHEAST CORNER OF A RAILROAD BRIDGE OVER A SMALL
 QO0087'CREEK.  SE 1/4 SECTION 32, T 33N, R 21W.
 QO0087
 QO0087                          STATION RECOVERY (2005)
 QO0087
 QO0087'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0087'MARK NOT FOUND. RAIL ROAD NO LONGER EXISTS. AREA IS NOW A COUNTY TRAIL
 QO0087'SYSTEM. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0089 ***********************************************************************
 QO0089  DESIGNATION -  1302 B
 QO0089  PID         -  QO0089
 QO0089  STATE/COUNTY-  MN/CHISAGO
 QO0089  USGS QUAD   -  FOREST LAKE (1993)
 QO0089
 QO0089                         *CURRENT SURVEY CONTROL
 QO0089  ___________________________________________________________________
 QO0089* NAD 83(1986)-  45 18 17.     (N)    092 59 18.     (W)     SCALED    
 QO0089* NAVD 88     -       276.300  (meters)     906.49   (feet)  ADJUSTED  
 QO0089  ___________________________________________________________________
 QO0089  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 QO0089  DYNAMIC HT  -         276.296 (meters)     906.48  (feet)  COMP
 QO0089  MODELED GRAV-     980,597.1   (mgal)                       NAVD 88
 QO0089
 QO0089  VERT ORDER  -  SECOND    CLASS I
 QO0089
 QO0089.The horizontal coordinates were scaled from a topographic map and have
 QO0089.an estimated accuracy of +/- 6 seconds.
 QO0089
 QO0089.The orthometric height was determined by differential leveling
 QO0089.and adjusted by the National Geodetic Survey in June 1991..
 QO0089
 QO0089.The geoid height was determined by GEOID03.
 QO0089
 QO0089.The dynamic height is computed by dividing the NAVD 88
 QO0089.geopotential number by the normal gravity value computed on the
 QO0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0089.degrees latitude (g = 980.6199 gals.).
 QO0089
 QO0089.The modeled gravity was interpolated from observed gravity values.
 QO0089
 QO0089;                    North         East    Units  Estimated Accuracy
 QO0089;SPC MN C     -   134,660.      898,950.      MT  (+/- 180 meters Scaled)
 QO0089
 QO0089                          SUPERSEDED SURVEY CONTROL
 QO0089
 QO0089  NGVD 29 (??/??/92)  276.258  (m)          906.36   (f) ADJ UNCH    2 1
 QO0089
 QO0089.Superseded values are not recommended for survey control.
 QO0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0089.See file dsdata.txt to determine how the superseded data were derived.
 QO0089
 QO0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL009168(NAD 83)
 QO0089_MARKER: DD = SURVEY DISK
 QO0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0089_SP_SET: BASE
 QO0089_STAMPING: 1302 B 1975
 QO0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0089
 QO0089  HISTORY     - Date     Condition        Report By
 QO0089  HISTORY     - 1975     MONUMENTED       MNDT
 QO0089  HISTORY     - 1976     GOOD             MNDT
 QO0089  HISTORY     - 20051012 MARK NOT FOUND   USPSQD
 QO0089
 QO0089                          STATION DESCRIPTION
 QO0089
 QO0089'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0089'1.1 MI N FROM FOREST LAKE.
 QO0089'THE MARK IS LOCATED 1.1 MILE NORTH ALONG TRUNK HIGHWAY 61 FROM THE
 QO0089'JUNCTION OF TRUNK HIGHWAYS 8 AND 61 (BRIDGE NUMBER 82002) AT FOREST
 QO0089'LAKE AND 2.2 MILES SOUTH ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF
 QO0089'TRUNK HIGHWAYS 61 AND 98 IN WYOMING.  IT IS 96.3 FEET WEST OF AND 3
 QO0089'FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 61 AT MILEPOINT
 QO0089'162.85 AND IS 7.8 FEET WEST OF THE WEST RAIL OF THE BURLINGTON
 QO0089'NORTHERN RAILROAD.  THE MARK, A STANDARD MNHD VERTICAL CONTROL
 QO0089'MONUMENT DISK, IS CEMENTED INTO THE SOUTH EDGE OF THE CONCRETE BASE OF
 QO0089'THE LADDER SUPPORT OF RAILROAD SIGNAL NUMBER 261.  NE 1/4 SECTION 32,
 QO0089'T 33N, R 21W.
 QO0089
 QO0089                          STATION RECOVERY (2005)
 QO0089
 QO0089'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0089'MARK NOT FOUND, THE RAIL ROAD IS NO LONGER THERE. ROAD BED IS NOW USED
 QO0089'FOR A TRAIL SYSTEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0090 ***********************************************************************
 QO0090  DESIGNATION -  1302 C
 QO0090  PID         -  QO0090
 QO0090  STATE/COUNTY-  MN/CHISAGO
 QO0090  USGS QUAD   -  FOREST LAKE (1993)
 QO0090
 QO0090                         *CURRENT SURVEY CONTROL
 QO0090  ___________________________________________________________________
 QO0090* NAD 83(1986)-  45 19 08.     (N)    092 59 22.     (W)     SCALED    
 QO0090* NAVD 88     -       279.234  (meters)     916.12   (feet)  ADJUSTED  
 QO0090  ___________________________________________________________________
 QO0090  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 QO0090  DYNAMIC HT  -         279.230 (meters)     916.11  (feet)  COMP
 QO0090  MODELED GRAV-     980,594.0   (mgal)                       NAVD 88
 QO0090
 QO0090  VERT ORDER  -  SECOND    CLASS I
 QO0090
 QO0090.The horizontal coordinates were scaled from a topographic map and have
 QO0090.an estimated accuracy of +/- 6 seconds.
 QO0090
 QO0090.The orthometric height was determined by differential leveling
 QO0090.and adjusted by the National Geodetic Survey in June 1991..
 QO0090
 QO0090.The geoid height was determined by GEOID03.
 QO0090
 QO0090.The dynamic height is computed by dividing the NAVD 88
 QO0090.geopotential number by the normal gravity value computed on the
 QO0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0090.degrees latitude (g = 980.6199 gals.).
 QO0090
 QO0090.The modeled gravity was interpolated from observed gravity values.
 QO0090
 QO0090;                    North         East    Units  Estimated Accuracy
 QO0090;SPC MN C     -   136,230.      898,840.      MT  (+/- 180 meters Scaled)
 QO0090
 QO0090                          SUPERSEDED SURVEY CONTROL
 QO0090
 QO0090  NGVD 29 (??/??/92)  279.191  (m)          915.98   (f) ADJ UNCH    2 1
 QO0090
 QO0090.Superseded values are not recommended for survey control.
 QO0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0090.See file dsdata.txt to determine how the superseded data were derived.
 QO0090
 QO0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL008183(NAD 83)
 QO0090_MARKER: DD = SURVEY DISK
 QO0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0090_SP_SET: BASE
 QO0090_STAMPING: 1302 C 1975
 QO0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0090
 QO0090  HISTORY     - Date     Condition        Report By
 QO0090  HISTORY     - 1975     MONUMENTED       MNDT
 QO0090  HISTORY     - 1976     GOOD             MNDT
 QO0090
 QO0090                          STATION DESCRIPTION
 QO0090
 QO0090'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0090'1.2 MI S FROM WYOMING.
 QO0090'THE MARK IS LOCATED 1.2 MILES SOUTH ALONG TRUNK HIGHWAY 61 FROM THE
 QO0090'JUNCTION OF TRUNK HIGHWAYS 61 AND 98 AT WYOMING AND 2.1 MILES NORTH
 QO0090'ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAYS 8 AND 61
 QO0090'(BRIDGE NUMBER 82002) AT FOREST LAKE.  IT IS 76.5 FEET WEST OF AND 6
 QO0090'FEET HIGHER THAN TRUNK HIGHWAY 61 AT MILE-POINT 163.85 AND IS 7.5 FEET
 QO0090'EAST OF AND 0.05 FOOT LOWER THAN THE EAST RAIL OF THE BURLINGTON
 QO0090'NORTHERN RAILROAD.  THE MARK, A STANDARD MNHD VERTICAL CONTROL
 QO0090'MONUMENT (VCM) DISK IS CEMENTED INTO THE NORTH EDGE OF THE CONCRETE
 QO0090'BASE OF THE LADDER SUPPORT OF RAILROAD SIGNAL NUMBER 272.  NE 1/4
 QO0090'SECTION 29, T 33N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5873 ***********************************************************************
 DH5873  DESIGNATION -  1303 D
 DH5873  PID         -  DH5873
 DH5873  STATE/COUNTY-  MN/BELTRAMI
 DH5873  USGS QUAD   -  REDBY (1972)
 DH5873
 DH5873                         *CURRENT SURVEY CONTROL
 DH5873  ___________________________________________________________________
 DH5873* NAD 83(1996)-  47 46 28.56002(N)    094 56 05.75735(W)     ADJUSTED  
 DH5873* NAVD 88     -       413.230  (meters)    1355.74   (feet)  ADJUSTED  
 DH5873  ___________________________________________________________________
 DH5873  X           -    -369,437.513 (meters)                     COMP
 DH5873  Y           -  -4,278,648.359 (meters)                     COMP
 DH5873  Z           -   4,700,355.348 (meters)                     COMP
 DH5873  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 DH5873  ELLIP HEIGHT-         385.18  (meters)          (06/16/06) GPS OBS
 DH5873  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DH5873  DYNAMIC HT  -         413.293 (meters)    1355.95  (feet)  COMP
 DH5873  MODELED GRAV-     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 MN DEPT OF TRANSP in June 2006..
 DH5873
 DH5873.The orthometric height was determined by differential leveling
 DH5873.and adjusted by the National Geodetic Survey in September 2005..
 DH5873.No vertical observational check was made to the station.
 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 DEFLEC99 derived deflections.
 DH5873
 DH5873.The ellipsoidal height was determined by GPS observations
 DH5873.and is referenced to NAD 83.
 DH5873
 DH5873.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DH5873;SPC MN N     -   243,333.392   662,498.304   MT  0.99990338   -1 21 36.3
 DH5873;UTM  15      - 5,293,061.355   355,037.759   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  NAVD 88 (06/16/06)  413.23   (m)         1355.7    (f) LEVELING    3  
 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: 15TUN5503893061(NAD 83)
 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 = OCTOBER  6, 2006
 QO0259 ***********************************************************************
 QO0259  DESIGNATION -  1304 A
 QO0259  PID         -  QO0259
 QO0259  STATE/COUNTY-  MN/CHISAGO
 QO0259  USGS QUAD   -  RUSH CITY (1983)
 QO0259
 QO0259                         *CURRENT SURVEY CONTROL
 QO0259  ___________________________________________________________________
 QO0259* NAD 83(1986)-  45 41 03.     (N)    092 57 49.     (W)     SCALED    
 QO0259* NAVD 88     -       277.015  (meters)     908.84   (feet)  ADJUSTED  
 QO0259  ___________________________________________________________________
 QO0259  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 QO0259  DYNAMIC HT  -         277.012 (meters)     908.83  (feet)  COMP
 QO0259  MODELED GRAV-     980,596.5   (mgal)                       NAVD 88
 QO0259
 QO0259  VERT ORDER  -  SECOND    CLASS 0
 QO0259
 QO0259.The horizontal coordinates were scaled from a topographic map and have
 QO0259.an estimated accuracy of +/- 6 seconds.
 QO0259
 QO0259.The orthometric height was determined by differential leveling
 QO0259.and adjusted by the National Geodetic Survey in June 1991..
 QO0259
 QO0259.The geoid height was determined by GEOID03.
 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     -   176,860.      900,210.      MT  (+/- 180 meters Scaled)
 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: 15TWL028589(NAD 83)
 QO0259_MARKER: DD = SURVEY DISK
 QO0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0259_SP_SET: CULVERT
 QO0259_STAMPING: 1304 A 1968
 QO0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0259
 QO0259  HISTORY     - Date     Condition        Report By
 QO0259  HISTORY     - 1968     MONUMENTED       MNDT
 QO0259  HISTORY     - 1975     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0247 ***********************************************************************
 QO0247  DESIGNATION -  1304 B
 QO0247  PID         -  QO0247
 QO0247  STATE/COUNTY-  MN/CHISAGO
 QO0247  USGS QUAD   -  RUSH CITY (1983)
 QO0247
 QO0247                         *CURRENT SURVEY CONTROL
 QO0247  ___________________________________________________________________
 QO0247* NAD 83(1986)-  45 42 35.     (N)    092 57 38.     (W)     SCALED    
 QO0247* NAVD 88     -       283.130  (meters)     928.90   (feet)  ADJUSTED  
 QO0247  ___________________________________________________________________
 QO0247  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 QO0247  DYNAMIC HT  -         283.128 (meters)     928.90  (feet)  COMP
 QO0247  MODELED GRAV-     980,598.3   (mgal)                       NAVD 88
 QO0247
 QO0247  VERT ORDER  -  SECOND    CLASS 0
 QO0247
 QO0247.The horizontal coordinates were scaled from a topographic map and have
 QO0247.an estimated accuracy of +/- 6 seconds.
 QO0247
 QO0247.The orthometric height was determined by differential leveling
 QO0247.and adjusted by the National Geodetic Survey in June 1991..
 QO0247
 QO0247.The geoid height was determined by GEOID03.
 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     -   179,700.      900,400.      MT  (+/- 180 meters Scaled)
 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: 15TWL030617(NAD 83)
 QO0247_MARKER: DD = SURVEY DISK
 QO0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0247_SP_SET: CULVERT
 QO0247_STAMPING: 1304 B 1968
 QO0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0247
 QO0247  HISTORY     - Date     Condition        Report By
 QO0247  HISTORY     - 1968     MONUMENTED       MNDT
 QO0247
 QO0247                          STATION DESCRIPTION
 QO0247
 QO0247'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0177 ***********************************************************************
 QO0177  DESIGNATION -  1305 A
 QO0177  PID         -  QO0177
 QO0177  STATE/COUNTY-  MN/CHISAGO
 QO0177  USGS QUAD   -  OSCEOLA (1993)
 QO0177
 QO0177                         *CURRENT SURVEY CONTROL
 QO0177  ___________________________________________________________________
 QO0177* NAD 83(1986)-  45 22 09.     (N)    092 42 40.     (W)     SCALED    
 QO0177* NAVD 88     -       286.595  (meters)     940.27   (feet)  ADJUSTED  
 QO0177  ___________________________________________________________________
 QO0177  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 QO0177  DYNAMIC HT  -         286.600 (meters)     940.29  (feet)  COMP
 QO0177  MODELED GRAV-     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
 QO0177.and adjusted by the National Geodetic Survey in June 1991..
 QO0177
 QO0177.The geoid height was determined by GEOID03.
 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     -   142,200.      920,560.      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: 15TWL226240(NAD 83)
 QO0177_MARKER: DD = SURVEY DISK
 QO0177_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0177+WITH SETTING: INTO GROUND
 QO0177_STAMPING: 1305 A 1975
 QO0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0177+STABILITY: SURFACE MOTION
 QO0177
 QO0177  HISTORY     - Date     Condition        Report By
 QO0177  HISTORY     - 1975     MONUMENTED       MNDT
 QO0177
 QO0177                          STATION DESCRIPTION
 QO0177
 QO0177'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0178 ***********************************************************************
 QO0178  DESIGNATION -  1305 B
 QO0178  PID         -  QO0178
 QO0178  STATE/COUNTY-  MN/CHISAGO
 QO0178  USGS QUAD   -  OSCEOLA (1993)
 QO0178
 QO0178                         *CURRENT SURVEY CONTROL
 QO0178  ___________________________________________________________________
 QO0178* NAD 83(1986)-  45 21 18.     (N)    092 42 44.     (W)     SCALED    
 QO0178* NAVD 88     -       273.215  (meters)     896.37   (feet)  ADJUSTED  
 QO0178  ___________________________________________________________________
 QO0178  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 QO0178  DYNAMIC HT  -         273.219 (meters)     896.39  (feet)  COMP
 QO0178  MODELED GRAV-     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
 QO0178.and adjusted by the National Geodetic Survey in June 1991..
 QO0178
 QO0178.The geoid height was determined by GEOID03.
 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     -   140,630.      920,500.      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: 15TWL225224(NAD 83)
 QO0178_MARKER: DD = SURVEY DISK
 QO0178_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0178+WITH SETTING: INTO GROUND
 QO0178_STAMPING: 1305 B 1975
 QO0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0178+STABILITY: SURFACE MOTION
 QO0178
 QO0178  HISTORY     - Date     Condition        Report By
 QO0178  HISTORY     - 1975     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0179 ***********************************************************************
 QO0179  DESIGNATION -  1305 C
 QO0179  PID         -  QO0179
 QO0179  STATE/COUNTY-  MN/CHISAGO
 QO0179  USGS QUAD   -  OSCEOLA (1993)
 QO0179
 QO0179                         *CURRENT SURVEY CONTROL
 QO0179  ___________________________________________________________________
 QO0179* NAD 83(1986)-  45 20 28.     (N)    092 43 28.     (W)     SCALED    
 QO0179* NAVD 88     -       273.000  (meters)     895.67   (feet)  ADJUSTED  
 QO0179  ___________________________________________________________________
 QO0179  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 QO0179  DYNAMIC HT  -         273.004 (meters)     895.68  (feet)  COMP
 QO0179  MODELED GRAV-     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
 QO0179.and adjusted by the National Geodetic Survey in June 1991..
 QO0179
 QO0179.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO0179_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0179+WITH SETTING: INTO GROUND
 QO0179_STAMPING: 1305 C 1975
 QO0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0179+STABILITY: SURFACE MOTION
 QO0179
 QO0179  HISTORY     - Date     Condition        Report By
 QO0179  HISTORY     - 1975     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0180 ***********************************************************************
 QO0180  DESIGNATION -  1305 D
 QO0180  PID         -  QO0180
 QO0180  STATE/COUNTY-  MN/CHISAGO
 QO0180  USGS QUAD   -  OSCEOLA (1993)
 QO0180
 QO0180                         *CURRENT SURVEY CONTROL
 QO0180  ___________________________________________________________________
 QO0180* NAD 83(1986)-  45 19 36.     (N)    092 43 25.     (W)     SCALED    
 QO0180* NAVD 88     -       283.722  (meters)     930.84   (feet)  ADJUSTED  
 QO0180  ___________________________________________________________________
 QO0180  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 QO0180  DYNAMIC HT  -         283.726 (meters)     930.86  (feet)  COMP
 QO0180  MODELED GRAV-     980,620.1   (mgal)                       NAVD 88
 QO0180
 QO0180  VERT ORDER  -  SECOND    CLASS I
 QO0180
 QO0180.The horizontal coordinates were scaled from a topographic map and have
 QO0180.an estimated accuracy of +/- 6 seconds.
 QO0180
 QO0180.The orthometric height was determined by differential leveling
 QO0180.and adjusted by the National Geodetic Survey in June 1991..
 QO0180
 QO0180.The geoid height was determined by GEOID03.
 QO0180
 QO0180.The dynamic height is computed by dividing the NAVD 88
 QO0180.geopotential number by the normal gravity value computed on the
 QO0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0180.degrees latitude (g = 980.6199 gals.).
 QO0180
 QO0180.The modeled gravity was interpolated from observed gravity values.
 QO0180
 QO0180;                    North         East    Units  Estimated Accuracy
 QO0180;SPC MN C     -   137,460.      919,670.      MT  (+/- 180 meters Scaled)
 QO0180
 QO0180                          SUPERSEDED SURVEY CONTROL
 QO0180
 QO0180  NGVD 29 (??/??/92)  283.691  (m)          930.74   (f) ADJ UNCH    2 1
 QO0180
 QO0180.Superseded values are not recommended for survey control.
 QO0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0180.See file dsdata.txt to determine how the superseded data were derived.
 QO0180
 QO0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL216192(NAD 83)
 QO0180_MARKER: DD = SURVEY DISK
 QO0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0180_SP_SET: CULVERT
 QO0180_STAMPING: 1305 D 1975
 QO0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0180
 QO0180  HISTORY     - Date     Condition        Report By
 QO0180  HISTORY     - 1975     MONUMENTED       MNDT
 QO0180
 QO0180                          STATION DESCRIPTION
 QO0180
 QO0180'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0180'4.1 MI SSE FROM SHAFER.
 QO0180'THE MARK IS LOCATED 2.2 MILES EAST ALONG T.H. 8 FROM THE JUNCTION OF
 QO0180'T.H. 8 AND COUNTY ROAD 21 IN SHAFER.  THENCE, 4.25 MILES SOUTH ALONG
 QO0180'T.H. 95 AND 0.45 MILES NORTHEAST OF T.H. 243.  IT IS 17.5 FEET
 QO0180'SOUTHEAST OF AND LEVEL WITH THE CENTERLINE OF T.H. 8 AT MILEPOINT
 QO0180'82.45 (STATION 1309) AND 100 FEET NORTH OF THE CENTER OF A TOWNSHIP
 QO0180'ROAD (T) EAST.  IT IS A BENCH MARK DISK CEMENTED IN THE SOUTH END OF
 QO0180'THE EAST HEADWALL OF A 4 BY 6 CONCRETE BOX CULVERT (CATTLE PASS) UNDER
 QO0180'T.H. 8.  SW 1/4 SECTION 21, T 33N, R 19W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0181 ***********************************************************************
 QO0181  DESIGNATION -  1305 E
 QO0181  PID         -  QO0181
 QO0181  STATE/COUNTY-  MN/CHISAGO
 QO0181  USGS QUAD   -  OSCEOLA (1993)
 QO0181
 QO0181                         *CURRENT SURVEY CONTROL
 QO0181  ___________________________________________________________________
 QO0181* NAD 83(1986)-  45 19 02.     (N)    092 44 24.     (W)     SCALED    
 QO0181* NAVD 88     -       273.904  (meters)     898.63   (feet)  ADJUSTED  
 QO0181  ___________________________________________________________________
 QO0181  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 QO0181  DYNAMIC HT  -         273.907 (meters)     898.64  (feet)  COMP
 QO0181  MODELED GRAV-     980,619.9   (mgal)                       NAVD 88
 QO0181
 QO0181  VERT ORDER  -  SECOND    CLASS I
 QO0181
 QO0181.The horizontal coordinates were scaled from a topographic map and have
 QO0181.an estimated accuracy of +/- 6 seconds.
 QO0181
 QO0181.The orthometric height was determined by differential leveling
 QO0181.and adjusted by the National Geodetic Survey in June 1991..
 QO0181
 QO0181.The geoid height was determined by GEOID03.
 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     -   136,390.      918,400.      MT  (+/- 180 meters Scaled)
 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: 15TWL203182(NAD 83)
 QO0181_MARKER: DD = SURVEY DISK
 QO0181_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0181+WITH SETTING: INTO GROUND
 QO0181_STAMPING: 1305 E 1975
 QO0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0181+STABILITY: SURFACE MOTION
 QO0181
 QO0181  HISTORY     - Date     Condition        Report By
 QO0181  HISTORY     - 1975     MONUMENTED       MNDT
 QO0181
 QO0181                          STATION DESCRIPTION
 QO0181
 QO0181'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0182 ***********************************************************************
 QO0182  DESIGNATION -  1305 F
 QO0182  PID         -  QO0182
 QO0182  STATE/COUNTY-  MN/CHISAGO
 QO0182  USGS QUAD   -  OSCEOLA (1993)
 QO0182
 QO0182                         *CURRENT SURVEY CONTROL
 QO0182  ___________________________________________________________________
 QO0182* NAD 83(1986)-  45 18 41.     (N)    092 44 46.     (W)     SCALED    
 QO0182* NAVD 88     -       267.274  (meters)     876.88   (feet)  ADJUSTED  
 QO0182  ___________________________________________________________________
 QO0182  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 QO0182  DYNAMIC HT  -         267.277 (meters)     876.89  (feet)  COMP
 QO0182  MODELED GRAV-     980,619.1   (mgal)                       NAVD 88
 QO0182
 QO0182  VERT ORDER  -  SECOND    CLASS I
 QO0182
 QO0182.The horizontal coordinates were scaled from a topographic map and have
 QO0182.an estimated accuracy of +/- 6 seconds.
 QO0182
 QO0182.The orthometric height was determined by differential leveling
 QO0182.and adjusted by the National Geodetic Survey in June 1991..
 QO0182
 QO0182.The geoid height was determined by GEOID03.
 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     -   135,730.      917,940.      MT  (+/- 180 meters Scaled)
 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: 15TWL199175(NAD 83)
 QO0182_MARKER: DD = SURVEY DISK
 QO0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0182_SP_SET: CULVERT
 QO0182_STAMPING: 1305 F 1975
 QO0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0182
 QO0182  HISTORY     - Date     Condition        Report By
 QO0182  HISTORY     - 1975     MONUMENTED       MNDT
 QO0182
 QO0182                          STATION DESCRIPTION
 QO0182
 QO0182'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0183 ***********************************************************************
 QO0183  DESIGNATION -  1305 G
 QO0183  PID         -  QO0183
 QO0183  STATE/COUNTY-  MN/CHISAGO
 QO0183  USGS QUAD   -  SCANDIA (1993)
 QO0183
 QO0183                         *CURRENT SURVEY CONTROL
 QO0183  ___________________________________________________________________
 QO0183* NAD 83(1986)-  45 18 23.     (N)    092 45 40.     (W)     SCALED    
 QO0183* NAVD 88     -       262.369  (meters)     860.79   (feet)  ADJUSTED  
 QO0183  ___________________________________________________________________
 QO0183  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 QO0183  DYNAMIC HT  -         262.371 (meters)     860.80  (feet)  COMP
 QO0183  MODELED GRAV-     980,618.6   (mgal)                       NAVD 88
 QO0183
 QO0183  VERT ORDER  -  SECOND    CLASS I
 QO0183
 QO0183.The horizontal coordinates were scaled from a topographic map and have
 QO0183.an estimated accuracy of +/- 6 seconds.
 QO0183
 QO0183.The orthometric height was determined by differential leveling
 QO0183.and adjusted by the National Geodetic Survey in June 1991..
 QO0183
 QO0183.The geoid height was determined by GEOID03.
 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     -   135,150.      916,770.      MT  (+/- 180 meters Scaled)
 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: 15TWL187170(NAD 83)
 QO0183_MARKER: DD = SURVEY DISK
 QO0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0183_SP_SET: CULVERT
 QO0183_STAMPING: 1305 G 1975
 QO0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0183
 QO0183  HISTORY     - Date     Condition        Report By
 QO0183  HISTORY     - 1975     MONUMENTED       MNDT
 QO0183
 QO0183                          STATION DESCRIPTION
 QO0183
 QO0183'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0148 ***********************************************************************
 QO0148  DESIGNATION -  1308 A
 QO0148  PID         -  QO0148
 QO0148  STATE/COUNTY-  MN/CHISAGO
 QO0148  USGS QUAD   -  FOREST LAKE (1993)
 QO0148
 QO0148                         *CURRENT SURVEY CONTROL
 QO0148  ___________________________________________________________________
 QO0148* NAD 83(1986)-  45 17 52.     (N)    092 58 21.     (W)     SCALED    
 QO0148* NAVD 88     -       275.738  (meters)     904.65   (feet)  ADJUSTED  
 QO0148  ___________________________________________________________________
 QO0148  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 QO0148  DYNAMIC HT  -         275.736 (meters)     904.64  (feet)  COMP
 QO0148  MODELED GRAV-     980,601.5   (mgal)                       NAVD 88
 QO0148
 QO0148  VERT ORDER  -  SECOND    CLASS I
 QO0148
 QO0148.The horizontal coordinates were scaled from a topographic map and have
 QO0148.an estimated accuracy of +/- 6 seconds.
 QO0148
 QO0148.The orthometric height was determined by differential leveling
 QO0148.and adjusted by the National Geodetic Survey in June 1991..
 QO0148
 QO0148.The geoid height was determined by GEOID03.
 QO0148
 QO0148.The dynamic height is computed by dividing the NAVD 88
 QO0148.geopotential number by the normal gravity value computed on the
 QO0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0148.degrees latitude (g = 980.6199 gals.).
 QO0148
 QO0148.The modeled gravity was interpolated from observed gravity values.
 QO0148
 QO0148;                    North         East    Units  Estimated Accuracy
 QO0148;SPC MN C     -   133,910.      900,210.      MT  (+/- 180 meters Scaled)
 QO0148
 QO0148                          SUPERSEDED SURVEY CONTROL
 QO0148
 QO0148  NGVD 29 (??/??/92)  275.699  (m)          904.52   (f) ADJ UNCH    2 1
 QO0148
 QO0148.Superseded values are not recommended for survey control.
 QO0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0148.See file dsdata.txt to determine how the superseded data were derived.
 QO0148
 QO0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL021160(NAD 83)
 QO0148_MARKER: DD = SURVEY DISK
 QO0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0148_STAMPING: 1308 A 1975
 QO0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0148+STABILITY: SURFACE MOTION
 QO0148
 QO0148  HISTORY     - Date     Condition        Report By
 QO0148  HISTORY     - 1975     MONUMENTED       MNDT
 QO0148
 QO0148                          STATION DESCRIPTION
 QO0148
 QO0148'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0148'1.5 MI NE FROM FOREST LAKE.
 QO0148'THE MARK IS LOCATED 0.7 MILES NORTH ALONG T.H. 61 FROM THE JUNCTION OF
 QO0148'T.H. 61 AND COUNTY ROAD 2 IN FOREST LAKE.  THENCE, 0.9 MILES NORTHEAST
 QO0148'ALONG T.H. 8 (0.1 MILE NORTH OF THE WASHINGTON-CHISAGO COUNTY LINE AND
 QO0148'0.1 MILE SOUTHEAST OF GREENWAY AVENUE).  IT IS 68.8 FEET SOUTHEAST OF
 QO0148'AND LEVEL WITH THE CENTERLINE OF T.H. 8, 93.8 FEET SOUTH OF T.H. 8
 QO0148'MILEPOST NO. 2, 30.7 FEET NORTHEAST OF A RIGHT OF WAY POST, AND 1.7
 QO0148'FEET WEST OF POWER POLE NO. 40.  IT IS A VERTICAL CONTROL MONUMENT
 QO0148'DISK CRIMPED TO 48 FEET OF COPPER-CLAD STEEL ROD SET FLUSH WITH THE
 QO0148'GROUND, 0.9 FEET NORTHWEST OF A STEEL WITNESS POST. SW 1/4 SECTION 33,
 QO0148'T 33N, R 21N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0149 ***********************************************************************
 QO0149  DESIGNATION -  1308 B
 QO0149  PID         -  QO0149
 QO0149  STATE/COUNTY-  MN/CHISAGO
 QO0149  USGS QUAD   -  FOREST LAKE (1993)
 QO0149
 QO0149                         *CURRENT SURVEY CONTROL
 QO0149  ___________________________________________________________________
 QO0149* NAD 83(1986)-  45 18 24.     (N)    092 57 21.     (W)     SCALED    
 QO0149* NAVD 88     -       277.995  (meters)     912.06   (feet)  ADJUSTED  
 QO0149  ___________________________________________________________________
 QO0149  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 QO0149  DYNAMIC HT  -         277.994 (meters)     912.05  (feet)  COMP
 QO0149  MODELED GRAV-     980,604.1   (mgal)                       NAVD 88
 QO0149
 QO0149  VERT ORDER  -  SECOND    CLASS I
 QO0149
 QO0149.The horizontal coordinates were scaled from a topographic map and have
 QO0149.an estimated accuracy of +/- 6 seconds.
 QO0149
 QO0149.The orthometric height was determined by differential leveling
 QO0149.and adjusted by the National Geodetic Survey in June 1991..
 QO0149
 QO0149.The geoid height was determined by GEOID03.
 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     -   134,920.      901,500.      MT  (+/- 180 meters Scaled)
 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: 15TWL034170(NAD 83)
 QO0149_MARKER: DD = SURVEY DISK
 QO0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0149_STAMPING: 1308 B 1975
 QO0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0149+STABILITY: SURFACE MOTION
 QO0149
 QO0149  HISTORY     - Date     Condition        Report By
 QO0149  HISTORY     - 1975     MONUMENTED       MNDT
 QO0149
 QO0149                          STATION DESCRIPTION
 QO0149
 QO0149'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0151 ***********************************************************************
 QO0151  DESIGNATION -  1308 D
 QO0151  PID         -  QO0151
 QO0151  STATE/COUNTY-  MN/CHISAGO
 QO0151  USGS QUAD   -  FOREST LAKE (1993)
 QO0151
 QO0151                         *CURRENT SURVEY CONTROL
 QO0151  ___________________________________________________________________
 QO0151* NAD 83(1986)-  45 19 17.     (N)    092 55 46.     (W)     SCALED    
 QO0151* NAVD 88     -       280.047  (meters)     918.79   (feet)  ADJUSTED  
 QO0151  ___________________________________________________________________
 QO0151  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 QO0151  DYNAMIC HT  -         280.047 (meters)     918.79  (feet)  COMP
 QO0151  MODELED GRAV-     980,608.7   (mgal)                       NAVD 88
 QO0151
 QO0151  VERT ORDER  -  SECOND    CLASS I
 QO0151
 QO0151.The horizontal coordinates were scaled from a topographic map and have
 QO0151.an estimated accuracy of +/- 6 seconds.
 QO0151
 QO0151.The orthometric height was determined by differential leveling
 QO0151.and adjusted by the National Geodetic Survey in June 1991..
 QO0151
 QO0151.The geoid height was determined by GEOID03.
 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     -   136,590.      903,540.      MT  (+/- 180 meters Scaled)
 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: 15TWL055186(NAD 83)
 QO0151_MARKER: DD = SURVEY DISK
 QO0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0151_STAMPING: 1308 D 1975
 QO0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0151+STABILITY: SURFACE MOTION
 QO0151
 QO0151  HISTORY     - Date     Condition        Report By
 QO0151  HISTORY     - 1975     MONUMENTED       MNDT
 QO0151
 QO0151                          STATION DESCRIPTION
 QO0151
 QO0151'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0152 ***********************************************************************
 QO0152  DESIGNATION -  1308 E
 QO0152  PID         -  QO0152
 QO0152  STATE/COUNTY-  MN/CHISAGO
 QO0152  USGS QUAD   -  FOREST LAKE (1993)
 QO0152
 QO0152                         *CURRENT SURVEY CONTROL
 QO0152  ___________________________________________________________________
 QO0152* NAD 83(1986)-  45 20 06.     (N)    092 55 20.     (W)     SCALED    
 QO0152* NAVD 88     -       279.547  (meters)     917.15   (feet)  ADJUSTED  
 QO0152  ___________________________________________________________________
 QO0152  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 QO0152  DYNAMIC HT  -         279.547 (meters)     917.15  (feet)  COMP
 QO0152  MODELED GRAV-     980,607.7   (mgal)                       NAVD 88
 QO0152
 QO0152  VERT ORDER  -  SECOND    CLASS I
 QO0152
 QO0152.The horizontal coordinates were scaled from a topographic map and have
 QO0152.an estimated accuracy of +/- 6 seconds.
 QO0152
 QO0152.The orthometric height was determined by differential leveling
 QO0152.and adjusted by the National Geodetic Survey in June 1991..
 QO0152
 QO0152.The geoid height was determined by GEOID03.
 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     -   138,110.      904,080.      MT  (+/- 180 meters Scaled)
 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: 15TWL060201(NAD 83)
 QO0152_MARKER: DD = SURVEY DISK
 QO0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0152_STAMPING: 1308 E 1975
 QO0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0152+STABILITY: SURFACE MOTION
 QO0152
 QO0152  HISTORY     - Date     Condition        Report By
 QO0152  HISTORY     - 1975     MONUMENTED       MNDT
 QO0152
 QO0152                          STATION DESCRIPTION
 QO0152
 QO0152'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0153 ***********************************************************************
 QO0153  DESIGNATION -  1308 F
 QO0153  PID         -  QO0153
 QO0153  STATE/COUNTY-  MN/CHISAGO
 QO0153  USGS QUAD   -  FOREST LAKE (1993)
 QO0153
 QO0153                         *CURRENT SURVEY CONTROL
 QO0153  ___________________________________________________________________
 QO0153* NAD 83(1986)-  45 20 58.     (N)    092 54 39.     (W)     SCALED    
 QO0153* NAVD 88     -       277.498  (meters)     910.42   (feet)  ADJUSTED  
 QO0153  ___________________________________________________________________
 QO0153  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 QO0153  DYNAMIC HT  -         277.498 (meters)     910.42  (feet)  COMP
 QO0153  MODELED GRAV-     980,607.1   (mgal)                       NAVD 88
 QO0153
 QO0153  VERT ORDER  -  SECOND    CLASS I
 QO0153
 QO0153.The horizontal coordinates were scaled from a topographic map and have
 QO0153.an estimated accuracy of +/- 6 seconds.
 QO0153
 QO0153.The orthometric height was determined by differential leveling
 QO0153.and adjusted by the National Geodetic Survey in June 1991..
 QO0153
 QO0153.The geoid height was determined by GEOID03.
 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     -   139,730.      904,950.      MT  (+/- 180 meters Scaled)
 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: 15TWL069217(NAD 83)
 QO0153_MARKER: DD = SURVEY DISK
 QO0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0153_STAMPING: 1308 F 1975
 QO0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0153+STABILITY: SURFACE MOTION
 QO0153
 QO0153  HISTORY     - Date     Condition        Report By
 QO0153  HISTORY     - 1975     MONUMENTED       MNDT
 QO0153
 QO0153                          STATION DESCRIPTION
 QO0153
 QO0153'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0176 ***********************************************************************
 QO0176  DESIGNATION -  1309 A
 QO0176  PID         -  QO0176
 QO0176  STATE/COUNTY-  MN/CHISAGO
 QO0176  USGS QUAD   -  ST CROIX DALLES (1978)
 QO0176
 QO0176                         *CURRENT SURVEY CONTROL
 QO0176  ___________________________________________________________________
 QO0176* NAD 83(1986)-  45 24 07.     (N)    092 38 58.     (W)     SCALED    
 QO0176* NAVD 88     -       225.641  (meters)     740.29   (feet)  ADJUSTED  
 QO0176  ___________________________________________________________________
 QO0176  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 QO0176  DYNAMIC HT  -         225.645 (meters)     740.30  (feet)  COMP
 QO0176  MODELED GRAV-     980,625.8   (mgal)                       NAVD 88
 QO0176
 QO0176  VERT ORDER  -  SECOND    CLASS I
 QO0176
 QO0176.The horizontal coordinates were scaled from a topographic map and have
 QO0176.an estimated accuracy of +/- 6 seconds.
 QO0176
 QO0176.The orthometric height was determined by differential leveling
 QO0176.and adjusted by the National Geodetic Survey in June 1991..
 QO0176
 QO0176.The geoid height was determined by GEOID03.
 QO0176
 QO0176.The dynamic height is computed by dividing the NAVD 88
 QO0176.geopotential number by the normal gravity value computed on the
 QO0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0176.degrees latitude (g = 980.6199 gals.).
 QO0176
 QO0176.The modeled gravity was interpolated from observed gravity values.
 QO0176
 QO0176;                    North         East    Units  Estimated Accuracy
 QO0176;SPC MN C     -   145,940.      925,310.      MT  (+/- 180 meters Scaled)
 QO0176
 QO0176                          SUPERSEDED SURVEY CONTROL
 QO0176
 QO0176  NGVD 29 (??/??/92)  225.610  (m)          740.19   (f) ADJ UNCH    2 1
 QO0176
 QO0176.Superseded values are not recommended for survey control.
 QO0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0176.See file dsdata.txt to determine how the superseded data were derived.
 QO0176
 QO0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL274276(NAD 83)
 QO0176_MARKER: DB = BENCH MARK DISK
 QO0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0176_SP_SET: BRIDGE
 QO0176_STAMPING: 1309 A 1975
 QO0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0176
 QO0176  HISTORY     - Date     Condition        Report By
 QO0176  HISTORY     - 1975     MONUMENTED       MNDT
 QO0176
 QO0176                          STATION DESCRIPTION
 QO0176
 QO0176'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0176'IN TAYLORS FALLS.
 QO0176'THE MARK IS LOCATED IN TAYLORS FALLS, 0.1 MILE EAST ALONG T.H. 8 FROM
 QO0176'THE JUNCTION OF T.H. 8 AND T.H. 95 (NORTH) AT THE EAST BANK OF THE ST.
 QO0176'CROIX RIVER.  IT IS 29.3 FEET SOUTH OF AND 0.5 FEET HIGHER THAN THE
 QO0176'CENTERLINE OF T.H. 8 AT MILEPOINT 22.2, IN THE SOUTHWEST CORNER OF
 QO0176'BRIDGE NO. 6566, T.H. 8 OVER THE ST. CROIX RIVER BETWEEN MINNESOTA AND
 QO0176'WISCONSIN.  IT IS A BENCH MARK DISK IN THE SOUTHWEST BRIDGE ABUTMENT.
 QO0176'SW 1/4 SECTION 30, T 34N, R 19W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0648 ***********************************************************************
 PQ0648  DESIGNATION -  131 ES
 PQ0648  PID         -  PQ0648
 PQ0648  STATE/COUNTY-  MN/MCLEOD
 PQ0648  USGS QUAD   -  STEWART (1982)
 PQ0648
 PQ0648                         *CURRENT SURVEY CONTROL
 PQ0648  ___________________________________________________________________
 PQ0648* NAD 83(1996)-  44 39 33.20903(N)    094 22 32.66114(W)     ADJUSTED  
 PQ0648* NAVD 88     -       312.3    (meters)    1025.     (feet)  VERTCON   
 PQ0648  ___________________________________________________________________
 PQ0648  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 PQ0648  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 PQ0648
 PQ0648  HORZ ORDER  -  SECOND
 PQ0648  VERT ORDER  -  THIRD ? (See Below)
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 PQ0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ0648.The vertical order pertains to the NGVD 29 superseded value.
 PQ0648
 PQ0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0648
 PQ0648.The geoid height was determined by GEOID03.
 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;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     -   0.99995537  x   0.99992582  =   0.99988119
 PQ0648!UTM  15      -   0.99995537  x   0.99974629  =   0.99970167
 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: 15TUK9093046016(NAD 83)
 PQ0648_MARKER: DB = BENCH MARK DISK
 PQ0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0648_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ0648_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0648+STABILITY: SURFACE MOTION
 PQ0648
 PQ0648  HISTORY     - Date     Condition        Report By
 PQ0648  HISTORY     - 1955     MONUMENTED       USGS
 PQ0648  HISTORY     - 1975     GOOD             USGS
 PQ0648  HISTORY     - 1985     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4357 ***********************************************************************
 AH4357  DESIGNATION -  1311 H
 AH4357  PID         -  AH4357
 AH4357  STATE/COUNTY-  MN/DAKOTA
 AH4357  USGS QUAD   -  ST PAUL SW (1993)
 AH4357
 AH4357                         *CURRENT SURVEY CONTROL
 AH4357  ___________________________________________________________________
 AH4357* NAD 83(1986)-  44 49 30.     (N)    093 13 38.     (W)     SCALED    
 AH4357* NAVD 88     -       222.177  (meters)     728.93   (feet)  ADJUSTED  
 AH4357  ___________________________________________________________________
 AH4357  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AH4357  DYNAMIC HT  -         222.169 (meters)     728.90  (feet)  COMP
 AH4357  MODELED GRAV-     980,573.5   (mgal)                       NAVD 88
 AH4357
 AH4357  VERT ORDER  -  SECOND    CLASS I
 AH4357
 AH4357.The horizontal coordinates were scaled from a topographic map and have
 AH4357.an estimated accuracy of +/- 6 seconds.
 AH4357
 AH4357.The orthometric height was determined by differential leveling
 AH4357.and adjusted by the National Geodetic Survey in June 2000..
 AH4357
 AH4357.The geoid height was determined by GEOID03.
 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     -   303,070.      861,110.      MT  (+/- 180 meters Scaled)
 AH4357
 AH4357                          SUPERSEDED SURVEY CONTROL
 AH4357
 AH4357.No superseded survey control is available for this station.
 AH4357
 AH4357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK820635(NAD 83)
 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: MNDT  
 AH4357_PROJECTION: FLUSH
 AH4357_MAGNETIC: I = MARKER IS A STEEL ROD
 AH4357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4357
 AH4357  HISTORY     - Date     Condition        Report By
 AH4357  HISTORY     - 1975     MONUMENTED       MNDT
 AH4357  HISTORY     - 19881024 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6758 ***********************************************************************
 DF6758  DESIGNATION -  133 23
 DF6758  PID         -  DF6758
 DF6758  STATE/COUNTY-  MN/HUBBARD
 DF6758  USGS QUAD   -  EAST CROOKED LAKE (1972)
 DF6758
 DF6758                         *CURRENT SURVEY CONTROL
 DF6758  ___________________________________________________________________
 DF6758* NAD 83(1996)-  47 00 57.05301(N)    094 49 47.76022(W)     ADJUSTED  
 DF6758* NAVD 88     -       461.4    (meters)    1514.     (feet)  GPS OBS   
 DF6758  ___________________________________________________________________
 DF6758  X           -    -366,826.890 (meters)                     COMP
 DF6758  Y           -  -4,341,224.236 (meters)                     COMP
 DF6758  Z           -   4,643,283.587 (meters)                     COMP
 DF6758  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 DF6758  ELLIP HEIGHT-         433.88  (meters)          (08/04/03) GPS OBS
 DF6758  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DF6758
 DF6758  HORZ ORDER  -  FIRST
 DF6758  ELLP ORDER  -  THIRD     CLASS II
 DF6758
 DF6758.The horizontal coordinates were established by GPS observations
 DF6758.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6758
 DF6758.The ellipsoidal height was determined by GPS observations
 DF6758.and is referenced to NAD 83.
 DF6758
 DF6758.The geoid height was determined by GEOID03.
 DF6758
 DF6758;                    North         East     Units Scale Factor Converg.
 DF6758;SPC MN C     -   324,223.510   755,906.346   MT  0.99999271   -0 25 10.3
 DF6758;UTM  15      - 5,208,550.257   360,921.034   MT  0.99983774   -1 20 20.0
 DF6758
 DF6758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6758!SPC MN C     -   0.99993199  x   0.99999271  =   0.99992470
 DF6758!UTM  15      -   0.99993199  x   0.99983774  =   0.99976975
 DF6758
 DF6758                          SUPERSEDED SURVEY CONTROL
 DF6758
 DF6758.No superseded survey control is available for this station.
 DF6758
 DF6758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6092108550(NAD 83)
 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 = OCTOBER  6, 2006
 DF6759 ***********************************************************************
 DF6759  DESIGNATION -  133 31
 DF6759  PID         -  DF6759
 DF6759  STATE/COUNTY-  MN/HUBBARD
 DF6759  USGS QUAD   -  DORSET (1980)
 DF6759
 DF6759                         *CURRENT SURVEY CONTROL
 DF6759  ___________________________________________________________________
 DF6759* NAD 83(1996)-  46 59 33.99156(N)    094 54 39.16477(W)     ADJUSTED  
 DF6759* NAVD 88     -       449.1    (meters)    1473.     (feet)  GPS OBS   
 DF6759  ___________________________________________________________________
 DF6759  X           -    -373,119.570 (meters)                     COMP
 DF6759  Y           -  -4,342,562.669 (meters)                     COMP
 DF6759  Z           -   4,641,525.358 (meters)                     COMP
 DF6759  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 DF6759  ELLIP HEIGHT-         421.68  (meters)          (08/04/03) GPS OBS
 DF6759  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DF6759
 DF6759  HORZ ORDER  -  FIRST
 DF6759  ELLP ORDER  -  THIRD     CLASS II
 DF6759
 DF6759.The horizontal coordinates were established by GPS observations
 DF6759.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6759
 DF6759.The ellipsoidal height was determined by GPS observations
 DF6759.and is referenced to NAD 83.
 DF6759
 DF6759.The geoid height was determined by GEOID03.
 DF6759
 DF6759;                    North         East     Units Scale Factor Converg.
 DF6759;SPC MN C     -   321,706.827   749,730.592   MT  0.99998799   -0 28 41.1
 DF6759;UTM  15      - 5,206,133.341   354,706.572   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.No superseded survey control is available for this station.
 DF6759
 DF6759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5470706133(NAD 83)
 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 = OCTOBER  6, 2006
 PQ0641 ***********************************************************************
 PQ0641  DESIGNATION -  133 ES
 PQ0641  PID         -  PQ0641
 PQ0641  STATE/COUNTY-  MN/SIBLEY
 PQ0641  USGS QUAD   -  WINTHROP SW (1982)
 PQ0641
 PQ0641                         *CURRENT SURVEY CONTROL
 PQ0641  ___________________________________________________________________
 PQ0641* NAD 83(1996)-  44 34 42.34848(N)    094 22 32.65641(W)     ADJUSTED  
 PQ0641* NAVD 88     -       317.6    (meters)    1042.     (feet)  VERTCON   
 PQ0641  ___________________________________________________________________
 PQ0641  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 PQ0641  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 PQ0641
 PQ0641  HORZ ORDER  -  THIRD
 PQ0641  VERT ORDER  -  THIRD ? (See Below)
 PQ0641
 PQ0641.The horizontal coordinates were established by classical geodetic methods
 PQ0641.and adjusted by the National Geodetic Survey in March 1999..
 PQ0641.No horizontal observational check was made to the station.
 PQ0641
 PQ0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ0641.The vertical order pertains to the NGVD 29 superseded value.
 PQ0641
 PQ0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0641
 PQ0641.The geoid height was determined by GEOID03.
 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;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     -   0.99995456  x   0.99992294  =   0.99987750
 PQ0641!UTM  15      -   0.99995456  x   0.99974670  =   0.99970127
 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: 15TUK9077837042(NAD 83)
 PQ0641_MARKER: DB = BENCH MARK DISK
 PQ0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0641_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0641+STABILITY: SURFACE MOTION
 PQ0641
 PQ0641  HISTORY     - Date     Condition        Report By
 PQ0641  HISTORY     - 1975     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6760 ***********************************************************************
 DF6760  DESIGNATION -  134 20
 DF6760  PID         -  DF6760
 DF6760  STATE/COUNTY-  MN/HUBBARD
 DF6760  USGS QUAD   -  SKUNK LAKE (1972)
 DF6760
 DF6760                         *CURRENT SURVEY CONTROL
 DF6760  ___________________________________________________________________
 DF6760* NAD 83(1996)-  47 01 18.73248(N)    095 01 02.47518(W)     ADJUSTED  
 DF6760* NAVD 88     -       445.8    (meters)    1463.     (feet)  GPS OBS   
 DF6760  ___________________________________________________________________
 DF6760  X           -    -380,981.769 (meters)                     COMP
 DF6760  Y           -  -4,339,502.675 (meters)                     COMP
 DF6760  Z           -   4,643,728.761 (meters)                     COMP
 DF6760  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 DF6760  ELLIP HEIGHT-         418.46  (meters)          (08/04/03) GPS OBS
 DF6760  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DF6760
 DF6760  HORZ ORDER  -  FIRST
 DF6760  ELLP ORDER  -  THIRD     CLASS II
 DF6760
 DF6760.The horizontal coordinates were established by GPS observations
 DF6760.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6760
 DF6760.The ellipsoidal height was determined by GPS observations
 DF6760.and is referenced to NAD 83.
 DF6760
 DF6760.The geoid height was determined by GEOID03.
 DF6760
 DF6760;                    North         East     Units Scale Factor Converg.
 DF6760;SPC MN C     -   325,014.153   741,663.192   MT  0.99999397   -0 33 18.3
 DF6760;UTM  15      - 5,209,569.417   346,694.272   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.No superseded survey control is available for this station.
 DF6760
 DF6760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4669409569(NAD 83)
 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 = OCTOBER  6, 2006
 SH0468 ***********************************************************************
 SH0468  DESIGNATION -  1341.5
 SH0468  PID         -  SH0468
 SH0468  STATE/COUNTY-  MN/ST LOUIS
 SH0468  USGS QUAD   -  ELY (1986)
 SH0468
 SH0468                         *CURRENT SURVEY CONTROL
 SH0468  ___________________________________________________________________
 SH0468* NAD 83(1986)-  47 55 00.     (N)    091 49 46.     (W)     SCALED    
 SH0468* NAVD 88     -       409.243  (meters)    1342.66   (feet)  ADJUSTED  
 SH0468  ___________________________________________________________________
 SH0468  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 SH0468  DYNAMIC HT  -         409.304 (meters)    1342.86  (feet)  COMP
 SH0468  MODELED GRAV-     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
 SH0468.and adjusted by the National Geodetic Survey in June 1991..
 SH0468
 SH0468.The geoid height was determined by GEOID03.
 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_MARKER: Q = CHISELED SQUARE
 SH0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SH0468_SP_SET: ABUTMENT
 SH0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SH0468
 SH0468  HISTORY     - Date     Condition        Report By
 SH0468  HISTORY     - UNK      MONUMENTED       CGS
 SH0468  HISTORY     - 1935     GOOD             NGS
 SH0468
 SH0468                          STATION DESCRIPTION
 SH0468
 SH0468'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6761 ***********************************************************************
 DF6761  DESIGNATION -  135 4
 DF6761  PID         -  DF6761
 DF6761  STATE/COUNTY-  MN/HUBBARD
 DF6761  USGS QUAD   -  SKUNK LAKE (1972)
 DF6761
 DF6761                         *CURRENT SURVEY CONTROL
 DF6761  ___________________________________________________________________
 DF6761* NAD 83(1996)-  47 03 50.83777(N)    095 06 30.86500(W)     ADJUSTED  
 DF6761* NAVD 88     -       463.1    (meters)    1519.     (feet)  GPS OBS   
 DF6761  ___________________________________________________________________
 DF6761  X           -    -387,585.051 (meters)                     COMP
 DF6761  Y           -  -4,335,478.226 (meters)                     COMP
 DF6761  Z           -   4,646,942.657 (meters)                     COMP
 DF6761  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 DF6761  ELLIP HEIGHT-         435.95  (meters)          (08/04/03) GPS OBS
 DF6761  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DF6761
 DF6761  HORZ ORDER  -  FIRST
 DF6761  ELLP ORDER  -  THIRD     CLASS II
 DF6761
 DF6761.The horizontal coordinates were established by GPS observations
 DF6761.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6761
 DF6761.The ellipsoidal height was determined by GPS observations
 DF6761.and is referenced to NAD 83.
 DF6761
 DF6761.The geoid height was determined by GEOID03.
 DF6761
 DF6761;                    North         East     Units Scale Factor Converg.
 DF6761;SPC MN C     -   329,782.216   734,779.565   MT  1.00000312   -0 37 15.9
 DF6761;UTM  15      - 5,214,447.161   339,888.920   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.No superseded survey control is available for this station.
 DF6761
 DF6761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3988914447(NAD 83)
 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 = OCTOBER  6, 2006
 PP0063 ***********************************************************************
 PP0063  DESIGNATION -  135 BOLT
 PP0063  PID         -  PP0063
 PP0063  STATE/COUNTY-  MN/WABASHA
 PP0063  USGS QUAD   -  WABASHA NORTH (1974)
 PP0063
 PP0063                         *CURRENT SURVEY CONTROL
 PP0063  ___________________________________________________________________
 PP0063* NAD 83(1986)-  44 24 35.     (N)    092 06 49.     (W)     SCALED    
 PP0063* NAVD 88     -       208.717  (meters)     684.77   (feet)  ADJUSTED  
 PP0063  ___________________________________________________________________
 PP0063  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 PP0063  DYNAMIC HT  -         208.686 (meters)     684.66  (feet)  COMP
 PP0063  MODELED GRAV-     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
 PP0063.and adjusted by the National Geodetic Survey in June 1991..
 PP0063
 PP0063.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 PP0063_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = OCTOBER  6, 2006
 PP0061 ***********************************************************************
 PP0061  DESIGNATION -  135 CAP
 PP0061  PID         -  PP0061
 PP0061  STATE/COUNTY-  MN/WABASHA
 PP0061  USGS QUAD   -  WABASHA NORTH (1974)
 PP0061
 PP0061                         *CURRENT SURVEY CONTROL
 PP0061  ___________________________________________________________________
 PP0061* NAD 83(1986)-  44 24 35.     (N)    092 06 49.     (W)     SCALED    
 PP0061* NAVD 88     -       209.938  (meters)     688.77   (feet)  ADJUSTED  
 PP0061  ___________________________________________________________________
 PP0061  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 PP0061  DYNAMIC HT  -         209.907 (meters)     688.67  (feet)  COMP
 PP0061  MODELED GRAV-     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
 PP0061.and adjusted by the National Geodetic Survey in June 1991..
 PP0061
 PP0061.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SZ0021 ***********************************************************************
 SZ0021  DESIGNATION -  1356
 SZ0021  PID         -  SZ0021
 SZ0021  STATE/COUNTY-  MN/COOK
 SZ0021  USGS QUAD   -  PIGEON POINT (1976)
 SZ0021
 SZ0021                         *CURRENT SURVEY CONTROL
 SZ0021  ___________________________________________________________________
 SZ0021* NAD 83(1986)-  48 00 08.     (N)    089 35 06.     (W)     SCALED    
 SZ0021* NAVD 88     -       191.331  (meters)     627.73   (feet)  ADJUSTED  
 SZ0021  ___________________________________________________________________
 SZ0021  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 SZ0021  DYNAMIC HT  -         191.368 (meters)     627.85  (feet)  COMP
 SZ0021  MODELED GRAV-     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
 SZ0021.and adjusted by the National Geodetic Survey in June 1991..
 SZ0021
 SZ0021.The geoid height was determined by GEOID03.
 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_MARKER: DU = BOUNDARY MARKER
 SZ0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 SZ0023 ***********************************************************************
 SZ0023  DESIGNATION -  1357
 SZ0023  PID         -  SZ0023
 SZ0023  STATE/COUNTY-  MN/COOK
 SZ0023  USGS QUAD   -  PIGEON POINT (1976)
 SZ0023
 SZ0023                         *CURRENT SURVEY CONTROL
 SZ0023  ___________________________________________________________________
 SZ0023* NAD 83(1986)-  48 00 04.37771(N)    089 35 09.01094(W)     ADJUSTED  
 SZ0023* NAVD 88     -       190.741  (meters)     625.79   (feet)  ADJUSTED  
 SZ0023  ___________________________________________________________________
 SZ0023  LAPLACE CORR-          -9.90  (seconds)                    DEFLEC99
 SZ0023  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 SZ0023  DYNAMIC HT  -         190.778 (meters)     625.91  (feet)  COMP
 SZ0023  MODELED GRAV-     980,803.6   (mgal)                       NAVD 88
 SZ0023
 SZ0023  HORZ ORDER  -  FIRST
 SZ0023  VERT ORDER  -  FIRST     CLASS II
 SZ0023
 SZ0023.The horizontal coordinates were established by GPS observations
 SZ0023.and adjusted by the MN DEPT OF TRANSP in June 2002..
 SZ0023
 SZ0023.The orthometric height was determined by differential leveling
 SZ0023.and adjusted by the National Geodetic Survey in June 1991..
 SZ0023
 SZ0023.The Laplace correction was computed from DEFLEC99 derived deflections.
 SZ0023
 SZ0023.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SZ0023;SPC MN N     -   272,855.255 1,062,124.837   MT  0.99990700   +2 36 17.2
 SZ0023;UTM  16      - 5,319,671.011   307,119.547   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  =   0.99988247
 SZ0023!UTM  16      -   0.99997547  x   1.00005715  =   1.00003262
 SZ0023
 SZ0023                          SUPERSEDED SURVEY CONTROL
 SZ0023
 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: 16UCU0712019671(NAD 83)
 SZ0023_MARKER: DR = REFERENCE MARK DISK
 SZ0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0217 ***********************************************************************
 PP0217  DESIGNATION -  136
 PP0217  PID         -  PP0217
 PP0217  STATE/COUNTY-  MN/OLMSTED
 PP0217  USGS QUAD   -  DOUGLAS (1993)
 PP0217
 PP0217                         *CURRENT SURVEY CONTROL
 PP0217  ___________________________________________________________________
 PP0217* NAD 83(1986)-  44 02 08.     (N)    092 33 15.     (W)     SCALED    
 PP0217* NAVD 88     -       322.76   (+/-2cm)    1058.9    (feet)  VERTCON   
 PP0217  ___________________________________________________________________
 PP0217  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 PP0217
 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.The vertical order pertains to the NGVD 29 superseded value.
 PP0217
 PP0217.The geoid height was determined by GEOID03.
 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_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             NGS
 PP0217  HISTORY     - 1945     GOOD             NGS
 PP0217
 PP0217                          STATION DESCRIPTION
 PP0217
 PP0217'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1945
 PP0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5585 ***********************************************************************
 DG5585  DESIGNATION -  136 Z
 DG5585  PID         -  DG5585
 DG5585  STATE/COUNTY-  MN/BELTRAMI
 DG5585  USGS QUAD   -  SOLWAY (1972)
 DG5585
 DG5585                         *CURRENT SURVEY CONTROL
 DG5585  ___________________________________________________________________
 DG5585* NAD 83(1996)-  47 32 49.60461(N)    095 07 34.79550(W)     ADJUSTED  
 DG5585* NAVD 88     -       434.4    (meters)    1425.     (feet)  GPS OBS   
 DG5585  ___________________________________________________________________
 DG5585  X           -    -385,400.364 (meters)                     COMP
 DG5585  Y           -  -4,296,026.838 (meters)                     COMP
 DG5585  Z           -   4,683,334.846 (meters)                     COMP
 DG5585  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 DG5585  ELLIP HEIGHT-         406.52  (meters)          (05/19/04) GPS OBS
 DG5585  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DG5585
 DG5585  HORZ ORDER  -  FIRST
 DG5585  ELLP ORDER  -  FOURTH    CLASS I
 DG5585
 DG5585.The horizontal coordinates were established by GPS observations
 DG5585.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5585
 DG5585.The orthometric height was determined by GPS observations and a
 DG5585.high-resolution geoid model.
 DG5585
 DG5585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5585
 DG5585.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5585
 DG5585.The ellipsoidal height was determined by GPS observations
 DG5585.and is referenced to NAD 83.
 DG5585
 DG5585.The geoid height was determined by GEOID03.
 DG5585
 DG5585;                    North         East     Units Scale Factor Converg.
 DG5585;SPC MN N     -   218,409.705   647,495.913   MT  0.99991541   -1 30 07.0
 DG5585;UTM  15      - 5,268,156.621   340,005.172   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  =   0.99985170
 DG5585!UTM  15      -   0.99993629  x   0.99991458  =   0.99985087
 DG5585
 DG5585                          SUPERSEDED SURVEY CONTROL
 DG5585
 DG5585.No superseded survey control is available for this station.
 DG5585
 DG5585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4000568157(NAD 83)
 DG5585_MARKER: DH = HORIZONTAL CONTROL 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 = OCTOBER  6, 2006
 SJ0372 ***********************************************************************
 SJ0372  DESIGNATION -  1361.81
 SJ0372  PID         -  SJ0372
 SJ0372  STATE/COUNTY-  MN/ST LOUIS
 SJ0372  USGS QUAD   -  BUHL (1983)
 SJ0372
 SJ0372                         *CURRENT SURVEY CONTROL
 SJ0372  ___________________________________________________________________
 SJ0372* NAD 83(1986)-  47 23 19.     (N)    092 50 30.     (W)     SCALED    
 SJ0372* NAVD 88     -       410.828  (meters)    1347.86   (feet)  ADJUSTED  
 SJ0372  ___________________________________________________________________
 SJ0372  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 SJ0372  DYNAMIC HT  -         410.865 (meters)    1347.98  (feet)  COMP
 SJ0372  MODELED GRAV-     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
 SJ0372.and adjusted by the National Geodetic Survey in June 1991..
 SJ0372
 SJ0372.The geoid height was determined by GEOID03.
 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_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_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             NGS
 SJ0372  HISTORY     - 1970     GOOD             NGS
 SJ0372
 SJ0372                          STATION DESCRIPTION
 SJ0372
 SJ0372'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0517 ***********************************************************************
 RO0517  DESIGNATION -  1367
 RO0517  PID         -  RO0517
 RO0517  STATE/COUNTY-  MN/OTTER TAIL
 RO0517  USGS QUAD   -  BATTLE LAKE (1973)
 RO0517
 RO0517                         *CURRENT SURVEY CONTROL
 RO0517  ___________________________________________________________________
 RO0517* NAD 83(1986)-  46 16 23.     (N)    095 38 53.     (W)     SCALED    
 RO0517* NAVD 88     -       416.343  (meters)    1365.95   (feet)  ADJUSTED  
 RO0517  ___________________________________________________________________
 RO0517  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 RO0517  DYNAMIC HT  -         416.346 (meters)    1365.96  (feet)  COMP
 RO0517  MODELED GRAV-     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
 RO0517.and adjusted by the National Geodetic Survey in June 1991..
 RO0517
 RO0517.The geoid height was determined by GEOID03.
 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_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             NGS
 RO0517  HISTORY     - 20041118 SEE DESCRIPTION  MNDT
 RO0517
 RO0517                          STATION DESCRIPTION
 RO0517
 RO0517'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 QO0775 ***********************************************************************
 QO0775  DESIGNATION -  1380 AB
 QO0775  PID         -  QO0775
 QO0775  STATE/COUNTY-  MN/CHISAGO
 QO0775  USGS QUAD   -  LINWOOD (1993)
 QO0775
 QO0775                         *CURRENT SURVEY CONTROL
 QO0775  ___________________________________________________________________
 QO0775* NAD 83(1986)-  45 18 05.     (N)    093 00 11.     (W)     SCALED    
 QO0775* NAVD 88     -       275.459  (meters)     903.74   (feet)  ADJUSTED  
 QO0775  ___________________________________________________________________
 QO0775  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 QO0775  DYNAMIC HT  -         275.455 (meters)     903.72  (feet)  COMP
 QO0775  MODELED GRAV-     980,592.3   (mgal)                       NAVD 88
 QO0775
 QO0775  VERT ORDER  -  SECOND    CLASS I
 QO0775
 QO0775.The horizontal coordinates were scaled from a topographic map and have
 QO0775.an estimated accuracy of +/- 6 seconds.
 QO0775
 QO0775.The orthometric height was determined by differential leveling
 QO0775.and adjusted by the National Geodetic Survey in June 1991..
 QO0775
 QO0775.The geoid height was determined by GEOID03.
 QO0775
 QO0775.The dynamic height is computed by dividing the NAVD 88
 QO0775.geopotential number by the normal gravity value computed on the
 QO0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0775.degrees latitude (g = 980.6199 gals.).
 QO0775
 QO0775.The modeled gravity was interpolated from observed gravity values.
 QO0775
 QO0775;                    North         East    Units  Estimated Accuracy
 QO0775;SPC MN C     -   134,270.      897,810.      MT  (+/- 180 meters Scaled)
 QO0775
 QO0775                          SUPERSEDED SURVEY CONTROL
 QO0775
 QO0775  NGVD 29 (??/??/92)  275.418  (m)          903.60   (f) ADJ UNCH    2 1
 QO0775
 QO0775.Superseded values are not recommended for survey control.
 QO0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0775.See file dsdata.txt to determine how the superseded data were derived.
 QO0775
 QO0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL997164(NAD 83)
 QO0775_MARKER: DD = SURVEY DISK
 QO0775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0775_SP_SET: CONCRETE BASE
 QO0775_STAMPING: 1380 AB 1974
 QO0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0775+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 QO0775
 QO0775  HISTORY     - Date     Condition        Report By
 QO0775  HISTORY     - 1974     MONUMENTED       MNDT
 QO0775  HISTORY     - 1975     GOOD             MNDT
 QO0775  HISTORY     - 20051001 GOOD             USPSQD
 QO0775
 QO0775                          STATION DESCRIPTION
 QO0775
 QO0775'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0775'1.5 MI N FROM FOREST LAKE.
 QO0775'THE MARK IS LOCATED 1.5 MILES NORTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0775'82801 (COUNTY ROAD 2 OVER FAI 35) AND 0.9 MILE NORTH ALONG FAI 35 FROM
 QO0775'BRIDGE 82815 (SOUTHBOUND TRUNK HIGHWAY 8 OVER FAI 35).  IT IS 53.0
 QO0775'FEET WEST OF THE CENTERLINE OF SOUTHBOUND FAI 35 AT MILEPOINT 133.25.
 QO0775'THE MARK A STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM) DISK IS SET
 QO0775'IN THE EAST SIDE OF THE EAST CONCRETE BASE FOR THE EAST LEG OF THE FAI
 QO0775'35 SOUTHBOUND SIGN REST AREA 2 MILES.  IT IS ABOUT LEVEL WITH FAI 35.
 QO0775'SW 1/4 SECTION 31, T 33N, R 21W.
 QO0775
 QO0775                          STATION RECOVERY (2005)
 QO0775
 QO0775'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0775'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0776 ***********************************************************************
 QO0776  DESIGNATION -  1380 AC
 QO0776  PID         -  QO0776
 QO0776  STATE/COUNTY-  MN/CHISAGO
 QO0776  USGS QUAD   -  LINWOOD (1993)
 QO0776
 QO0776                         *CURRENT SURVEY CONTROL
 QO0776  ___________________________________________________________________
 QO0776* NAD 83(1986)-  45 18 40.     (N)    093 00 11.     (W)     SCALED    
 QO0776* NAVD 88     -       275.014  (meters)     902.28   (feet)  ADJUSTED  
 QO0776  ___________________________________________________________________
 QO0776  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 QO0776  DYNAMIC HT  -         275.008 (meters)     902.26  (feet)  COMP
 QO0776  MODELED GRAV-     980,590.0   (mgal)                       NAVD 88
 QO0776
 QO0776  VERT ORDER  -  SECOND    CLASS I
 QO0776
 QO0776.The horizontal coordinates were scaled from a topographic map and have
 QO0776.an estimated accuracy of +/- 6 seconds.
 QO0776
 QO0776.The orthometric height was determined by differential leveling
 QO0776.and adjusted by the National Geodetic Survey in June 1991..
 QO0776
 QO0776.The geoid height was determined by GEOID03.
 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     -   135,350.      897,790.      MT  (+/- 180 meters Scaled)
 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: 15TVL997175(NAD 83)
 QO0776_MARKER: DD = SURVEY DISK
 QO0776_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0776_SP_SET: 78 FOOT
 QO0776_STAMPING: 1380 AC 1974
 QO0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0776+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 QO0776
 QO0776  HISTORY     - Date     Condition        Report By
 QO0776  HISTORY     - 1974     MONUMENTED       MNDT
 QO0776  HISTORY     - 1975     GOOD             MNDT
 QO0776  HISTORY     - 20051012 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0777 ***********************************************************************
 QO0777  DESIGNATION -  1380 AD
 QO0777  PID         -  QO0777
 QO0777  STATE/COUNTY-  MN/CHISAGO
 QO0777  USGS QUAD   -  LINWOOD (1993)
 QO0777
 QO0777                         *CURRENT SURVEY CONTROL
 QO0777  ___________________________________________________________________
 QO0777* NAD 83(1986)-  45 19 17.     (N)    093 00 11.     (W)     SCALED    
 QO0777* NAVD 88     -       275.248  (meters)     903.04   (feet)  ADJUSTED  
 QO0777  ___________________________________________________________________
 QO0777  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 QO0777  DYNAMIC HT  -         275.242 (meters)     903.02  (feet)  COMP
 QO0777  MODELED GRAV-     980,587.4   (mgal)                       NAVD 88
 QO0777
 QO0777  VERT ORDER  -  SECOND    CLASS I
 QO0777
 QO0777.The horizontal coordinates were scaled from a topographic map and have
 QO0777.an estimated accuracy of +/- 6 seconds.
 QO0777
 QO0777.The orthometric height was determined by differential leveling
 QO0777.and adjusted by the National Geodetic Survey in June 1991..
 QO0777
 QO0777.The geoid height was determined by GEOID03.
 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     -   136,490.      897,770.      MT  (+/- 180 meters Scaled)
 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: 15TVL997186(NAD 83)
 QO0777_MARKER: DD = SURVEY DISK
 QO0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0777_SP_SET: SIGN LEG
 QO0777_STAMPING: 1380 AD 1975
 QO0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0777
 QO0777  HISTORY     - Date     Condition        Report By
 QO0777  HISTORY     - 1975     MONUMENTED       MNDT
 QO0777  HISTORY     - 20051012 MARK NOT FOUND   USPSQD
 QO0777
 QO0777                          STATION DESCRIPTION
 QO0777
 QO0777'DESCRIBED BY MN DEPT OF TRANSP 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0095 ***********************************************************************
 QO0095  DESIGNATION -  1380 AE
 QO0095  PID         -  QO0095
 QO0095  STATE/COUNTY-  MN/CHISAGO
 QO0095  USGS QUAD   -  LINWOOD (1993)
 QO0095
 QO0095                         *CURRENT SURVEY CONTROL
 QO0095  ___________________________________________________________________
 QO0095* NAD 83(1986)-  45 20 53.     (N)    093 00 01.     (W)     SCALED    
 QO0095* NAVD 88     -       274.167  (meters)     899.50   (feet)  ADJUSTED  
 QO0095  ___________________________________________________________________
 QO0095  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 QO0095  DYNAMIC HT  -         274.160 (meters)     899.47  (feet)  COMP
 QO0095  MODELED GRAV-     980,581.2   (mgal)                       NAVD 88
 QO0095
 QO0095  VERT ORDER  -  SECOND    CLASS I
 QO0095
 QO0095.The horizontal coordinates were scaled from a topographic map and have
 QO0095.an estimated accuracy of +/- 6 seconds.
 QO0095
 QO0095.The orthometric height was determined by differential leveling
 QO0095.and adjusted by the National Geodetic Survey in June 1991..
 QO0095
 QO0095.The geoid height was determined by GEOID03.
 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     -   139,460.      897,940.      MT  (+/- 180 meters Scaled)
 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: 15TVL999216(NAD 83)
 QO0095_MARKER: DD = SURVEY DISK
 QO0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0095_SP_SET: BASE
 QO0095_STAMPING: 1380 AE
 QO0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0095
 QO0095  HISTORY     - Date     Condition        Report By
 QO0095  HISTORY     - UNK      MONUMENTED       MNDT
 QO0095  HISTORY     - 1975     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0101 ***********************************************************************
 QO0101  DESIGNATION -  1380 AF
 QO0101  PID         -  QO0101
 QO0101  STATE/COUNTY-  MN/CHISAGO
 QO0101  USGS QUAD   -  FOREST LAKE (1993)
 QO0101
 QO0101                         *CURRENT SURVEY CONTROL
 QO0101  ___________________________________________________________________
 QO0101* NAD 83(1986)-  45 22 00.     (N)    092 59 43.     (W)     SCALED    
 QO0101* NAVD 88     -       274.374  (meters)     900.18   (feet)  ADJUSTED  
 QO0101  ___________________________________________________________________
 QO0101  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 QO0101  DYNAMIC HT  -         274.366 (meters)     900.15  (feet)  COMP
 QO0101  MODELED GRAV-     980,581.2   (mgal)                       NAVD 88
 QO0101
 QO0101  VERT ORDER  -  SECOND    CLASS I
 QO0101
 QO0101.The horizontal coordinates were scaled from a topographic map and have
 QO0101.an estimated accuracy of +/- 6 seconds.
 QO0101
 QO0101.The orthometric height was determined by differential leveling
 QO0101.and adjusted by the National Geodetic Survey in June 1991..
 QO0101
 QO0101.The geoid height was determined by GEOID03.
 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     -   141,530.      898,300.      MT  (+/- 180 meters Scaled)
 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: 15TWL003236(NAD 83)
 QO0101_MARKER: DD = SURVEY DISK
 QO0101_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0101+WITH SETTING: INTO GROUND
 QO0101_STAMPING: 1380 AF 1975
 QO0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0101+STABILITY: SURFACE MOTION
 QO0101
 QO0101  HISTORY     - Date     Condition        Report By
 QO0101  HISTORY     - 1975     MONUMENTED       MNDT
 QO0101
 QO0101                          STATION DESCRIPTION
 QO0101
 QO0101'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0102 ***********************************************************************
 QO0102  DESIGNATION -  1380 AG
 QO0102  PID         -  QO0102
 QO0102  STATE/COUNTY-  MN/CHISAGO
 QO0102  USGS QUAD   -  STACY (1974)
 QO0102
 QO0102                         *CURRENT SURVEY CONTROL
 QO0102  ___________________________________________________________________
 QO0102* NAD 83(1986)-  45 22 49.     (N)    092 59 30.     (W)     SCALED    
 QO0102* NAVD 88     -       273.356  (meters)     896.84   (feet)  ADJUSTED  
 QO0102  ___________________________________________________________________
 QO0102  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 QO0102  DYNAMIC HT  -         273.348 (meters)     896.81  (feet)  COMP
 QO0102  MODELED GRAV-     980,579.1   (mgal)                       NAVD 88
 QO0102
 QO0102  VERT ORDER  -  SECOND    CLASS I
 QO0102
 QO0102.The horizontal coordinates were scaled from a topographic map and have
 QO0102.an estimated accuracy of +/- 6 seconds.
 QO0102
 QO0102.The orthometric height was determined by differential leveling
 QO0102.and adjusted by the National Geodetic Survey in June 1991..
 QO0102
 QO0102.The geoid height was determined by GEOID03.
 QO0102
 QO0102.The dynamic height is computed by dividing the NAVD 88
 QO0102.geopotential number by the normal gravity value computed on the
 QO0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0102.degrees latitude (g = 980.6199 gals.).
 QO0102
 QO0102.The modeled gravity was interpolated from observed gravity values.
 QO0102
 QO0102;                    North         East    Units  Estimated Accuracy
 QO0102;SPC MN C     -   143,050.      898,560.      MT  (+/- 180 meters Scaled)
 QO0102
 QO0102                          SUPERSEDED SURVEY CONTROL
 QO0102
 QO0102  NGVD 29 (??/??/92)  273.307  (m)          896.67   (f) ADJ UNCH    2 1
 QO0102
 QO0102.Superseded values are not recommended for survey control.
 QO0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0102.See file dsdata.txt to determine how the superseded data were derived.
 QO0102
 QO0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL006251(NAD 83)
 QO0102_MARKER: DD = SURVEY DISK
 QO0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0102_SP_SET: BASE
 QO0102_STAMPING: 1380 AG 1975
 QO0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0102
 QO0102  HISTORY     - Date     Condition        Report By
 QO0102  HISTORY     - 1975     MONUMENTED       MNDT
 QO0102
 QO0102                          STATION DESCRIPTION
 QO0102
 QO0102'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0102'1.15 MI S FROM STACY.
 QO0102'THE MARK IS LOCATED 1.15 MILES SOUTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0102'13802 (COUNTY ROAD 19 OVER FAI 35) AT STACY AND 3.25 MILES NORTH ALONG
 QO0102'FAI 35 FROM BRIDGE NUMBER 13801 (TRUNK HIGHWAY 61 AND COUNTY ROAD 22
 QO0102'OVER FAI 35) AT WYOMING.  IT IS 60.2 FEET EAST OF AND ABOUT 2 FEET
 QO0102'LOWER THAN THE CENTERLINE OF THE NORTHBOUND LANE OF FAI 35 AT
 QO0102'MILEPOINT 138.85.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT
 QO0102'(VCM) DISK, IS CEMENTED INTO THE WEST EDGE OF THE CONCRETE BASE OF THE
 QO0102'EAST LEG OF THE NORTHBOUND FAI 35 INFORMATION SIGN MINN 95 7 - PINE
 QO0102'CITY 29 - DULUTH 120.  NW 1/4 SECTION 5, T 33N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0106 ***********************************************************************
 QO0106  DESIGNATION -  1380 AH
 QO0106  PID         -  QO0106
 QO0106  STATE/COUNTY-  MN/CHISAGO
 QO0106  USGS QUAD   -  STACY (1974)
 QO0106
 QO0106                         *CURRENT SURVEY CONTROL
 QO0106  ___________________________________________________________________
 QO0106* NAD 83(1986)-  45 24 36.     (N)    092 59 23.     (W)     SCALED    
 QO0106* NAVD 88     -       276.029  (meters)     905.61   (feet)  ADJUSTED  
 QO0106  ___________________________________________________________________
 QO0106  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 QO0106  DYNAMIC HT  -         276.019 (meters)     905.57  (feet)  COMP
 QO0106  MODELED GRAV-     980,573.1   (mgal)                       NAVD 88
 QO0106
 QO0106  VERT ORDER  -  SECOND    CLASS I
 QO0106
 QO0106.The horizontal coordinates were scaled from a topographic map and have
 QO0106.an estimated accuracy of +/- 6 seconds.
 QO0106
 QO0106.The orthometric height was determined by differential leveling
 QO0106.and adjusted by the National Geodetic Survey in June 1991..
 QO0106
 QO0106.The geoid height was determined by GEOID03.
 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     -   146,360.      898,660.      MT  (+/- 180 meters Scaled)
 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: 15TWL008284(NAD 83)
 QO0106_MARKER: DD = SURVEY DISK
 QO0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0106_SP_SET: BASE
 QO0106_STAMPING: 1380 AH 1975
 QO0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0106
 QO0106  HISTORY     - Date     Condition        Report By
 QO0106  HISTORY     - 1975     MONUMENTED       MNDT
 QO0106
 QO0106                          STATION DESCRIPTION
 QO0106
 QO0106'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0107 ***********************************************************************
 QO0107  DESIGNATION -  1380 AJ
 QO0107  PID         -  QO0107
 QO0107  STATE/COUNTY-  MN/CHISAGO
 QO0107  USGS QUAD   -  STACY (1974)
 QO0107
 QO0107                         *CURRENT SURVEY CONTROL
 QO0107  ___________________________________________________________________
 QO0107* NAD 83(1986)-  45 25 02.     (N)    092 59 19.     (W)     SCALED    
 QO0107* NAVD 88     -       276.239  (meters)     906.29   (feet)  ADJUSTED  
 QO0107  ___________________________________________________________________
 QO0107  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 QO0107  DYNAMIC HT  -         276.229 (meters)     906.26  (feet)  COMP
 QO0107  MODELED GRAV-     980,571.9   (mgal)                       NAVD 88
 QO0107
 QO0107  VERT ORDER  -  SECOND    CLASS I
 QO0107
 QO0107.The horizontal coordinates were scaled from a topographic map and have
 QO0107.an estimated accuracy of +/- 6 seconds.
 QO0107
 QO0107.The orthometric height was determined by differential leveling
 QO0107.and adjusted by the National Geodetic Survey in June 1991..
 QO0107
 QO0107.The geoid height was determined by GEOID03.
 QO0107
 QO0107.The dynamic height is computed by dividing the NAVD 88
 QO0107.geopotential number by the normal gravity value computed on the
 QO0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0107.degrees latitude (g = 980.6199 gals.).
 QO0107
 QO0107.The modeled gravity was interpolated from observed gravity values.
 QO0107
 QO0107;                    North         East    Units  Estimated Accuracy
 QO0107;SPC MN C     -   147,160.      898,730.      MT  (+/- 180 meters Scaled)
 QO0107
 QO0107                          SUPERSEDED SURVEY CONTROL
 QO0107
 QO0107  NGVD 29 (??/??/92)  276.185  (m)          906.12   (f) ADJ UNCH    2 1
 QO0107
 QO0107.Superseded values are not recommended for survey control.
 QO0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0107.See file dsdata.txt to determine how the superseded data were derived.
 QO0107
 QO0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL008293(NAD 83)
 QO0107_MARKER: DD = SURVEY DISK
 QO0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0107_SP_SET: BASE
 QO0107_STAMPING: 1380 AJ 1975
 QO0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0107
 QO0107  HISTORY     - Date     Condition        Report By
 QO0107  HISTORY     - 1975     MONUMENTED       MNDT
 QO0107
 QO0107                          STATION DESCRIPTION
 QO0107
 QO0107'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0107'1.35 MI N FROM STACY.
 QO0107'THE MARK IS LOCATED 1.35 MILES NORTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0107'13802 (COUNTY ROAD 19 OVER FAI 35) AT STACY AND 6.55 MILES SOUTH ALONG
 QO0107'FAI 35 FROM BRIDGE NUMBER 13804 (TRUNK HIGHWAY 95 OVER FAI 35) AT
 QO0107'NORTH BRANCH.  IT IS 56.0 FEET WEST OF AND ABOUT 2 FEET LOWER THAN THE
 QO0107'CENTERLINE OF THE SOUTH-BOUND LANE OF FAI 35 AT MILEPOINT 141.35. THE
 QO0107'MARK IS A STANDARD MNHD VERTICAL CONTROL MONUMENT DISK (VCM), CEMENTED
 QO0107'INTO THE EAST EDGE OF THE EAST LEG OF THE CONCRETE BASE FOR FAI 35
 QO0107'SOUTH-BOUND LANE INFORMATIONAL SIGN COUNTY 19 - STACY - EXIT 1 MILE.
 QO0107'NW 1/4 SECTION 20, T 34N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0108 ***********************************************************************
 QO0108  DESIGNATION -  1380 AK
 QO0108  PID         -  QO0108
 QO0108  STATE/COUNTY-  MN/CHISAGO
 QO0108  USGS QUAD   -  STACY (1974)
 QO0108
 QO0108                         *CURRENT SURVEY CONTROL
 QO0108  ___________________________________________________________________
 QO0108* NAD 83(1986)-  45 26 09.     (N)    092 59 19.     (W)     SCALED    
 QO0108* NAVD 88     -       276.079  (meters)     905.77   (feet)  ADJUSTED  
 QO0108  ___________________________________________________________________
 QO0108  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 QO0108  DYNAMIC HT  -         276.068 (meters)     905.73  (feet)  COMP
 QO0108  MODELED GRAV-     980,568.9   (mgal)                       NAVD 88
 QO0108
 QO0108  VERT ORDER  -  SECOND    CLASS I
 QO0108
 QO0108.The horizontal coordinates were scaled from a topographic map and have
 QO0108.an estimated accuracy of +/- 6 seconds.
 QO0108
 QO0108.The orthometric height was determined by differential leveling
 QO0108.and adjusted by the National Geodetic Survey in June 1991..
 QO0108
 QO0108.The geoid height was determined by GEOID03.
 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     -   149,230.      898,700.      MT  (+/- 180 meters Scaled)
 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: 15TWL008313(NAD 83)
 QO0108_MARKER: DD = SURVEY DISK
 QO0108_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0108+WITH SETTING: INTO GROUND
 QO0108_STAMPING: 1380 AK 1975
 QO0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0108+STABILITY: SURFACE MOTION
 QO0108
 QO0108  HISTORY     - Date     Condition        Report By
 QO0108  HISTORY     - 1975     MONUMENTED       MNDT
 QO0108
 QO0108                          STATION DESCRIPTION
 QO0108
 QO0108'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0110 ***********************************************************************
 QO0110  DESIGNATION -  1380 AL
 QO0110  PID         -  QO0110
 QO0110  STATE/COUNTY-  MN/CHISAGO
 QO0110  USGS QUAD   -  STACY (1974)
 QO0110
 QO0110                         *CURRENT SURVEY CONTROL
 QO0110  ___________________________________________________________________
 QO0110* NAD 83(1986)-  45 27 50.     (N)    092 59 46.     (W)     SCALED    
 QO0110* NAVD 88     -       276.778  (meters)     908.06   (feet)  ADJUSTED  
 QO0110  ___________________________________________________________________
 QO0110  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 QO0110  DYNAMIC HT  -         276.765 (meters)     908.02  (feet)  COMP
 QO0110  MODELED GRAV-     980,564.8   (mgal)                       NAVD 88
 QO0110
 QO0110  VERT ORDER  -  SECOND    CLASS I
 QO0110
 QO0110.The horizontal coordinates were scaled from a topographic map and have
 QO0110.an estimated accuracy of +/- 6 seconds.
 QO0110
 QO0110.The orthometric height was determined by differential leveling
 QO0110.and adjusted by the National Geodetic Survey in June 1991..
 QO0110
 QO0110.The geoid height was determined by GEOID03.
 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     -   152,340.      898,060.      MT  (+/- 180 meters Scaled)
 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: 15TWL003344(NAD 83)
 QO0110_MARKER: DD = SURVEY DISK
 QO0110_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0110+WITH SETTING: INTO GROUND
 QO0110_STAMPING: 1380 AL
 QO0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0110+STABILITY: SURFACE MOTION
 QO0110
 QO0110  HISTORY     - Date     Condition        Report By
 QO0110  HISTORY     - UNK      MONUMENTED       MNDT
 QO0110  HISTORY     - 1976     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0112 ***********************************************************************
 QO0112  DESIGNATION -  1380 AM
 QO0112  PID         -  QO0112
 QO0112  STATE/COUNTY-  MN/CHISAGO
 QO0112  USGS QUAD   -  STACY (1974)
 QO0112
 QO0112                         *CURRENT SURVEY CONTROL
 QO0112  ___________________________________________________________________
 QO0112* NAD 83(1986)-  45 28 43.     (N)    092 59 45.     (W)     SCALED    
 QO0112* NAVD 88     -       275.101  (meters)     902.56   (feet)  ADJUSTED  
 QO0112  ___________________________________________________________________
 QO0112  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 QO0112  DYNAMIC HT  -         275.088 (meters)     902.52  (feet)  COMP
 QO0112  MODELED GRAV-     980,565.1   (mgal)                       NAVD 88
 QO0112
 QO0112  VERT ORDER  -  SECOND    CLASS I
 QO0112
 QO0112.The horizontal coordinates were scaled from a topographic map and have
 QO0112.an estimated accuracy of +/- 6 seconds.
 QO0112
 QO0112.The orthometric height was determined by differential leveling
 QO0112.and adjusted by the National Geodetic Survey in June 1991..
 QO0112
 QO0112.The geoid height was determined by GEOID03.
 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     -   153,970.      898,060.      MT  (+/- 180 meters Scaled)
 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: 15TWL003361(NAD 83)
 QO0112_MARKER: DD = SURVEY DISK
 QO0112_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0112+WITH SETTING: INTO GROUND
 QO0112_STAMPING: 1380 AM 1975
 QO0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0112+STABILITY: SURFACE MOTION
 QO0112
 QO0112  HISTORY     - Date     Condition        Report By
 QO0112  HISTORY     - 1975     MONUMENTED       MNDT
 QO0112  HISTORY     - 1976     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0113 ***********************************************************************
 QO0113  DESIGNATION -  1380 AN
 QO0113  PID         -  QO0113
 QO0113  STATE/COUNTY-  MN/CHISAGO
 QO0113  USGS QUAD   -  STACY (1974)
 QO0113
 QO0113                         *CURRENT SURVEY CONTROL
 QO0113  ___________________________________________________________________
 QO0113* NAD 83(1986)-  45 29 16.     (N)    092 59 46.     (W)     SCALED    
 QO0113* NAVD 88     -       275.183  (meters)     902.83   (feet)  ADJUSTED  
 QO0113  ___________________________________________________________________
 QO0113  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 QO0113  DYNAMIC HT  -         275.170 (meters)     902.79  (feet)  COMP
 QO0113  MODELED GRAV-     980,565.4   (mgal)                       NAVD 88
 QO0113
 QO0113  VERT ORDER  -  SECOND    CLASS I
 QO0113
 QO0113.The horizontal coordinates were scaled from a topographic map and have
 QO0113.an estimated accuracy of +/- 6 seconds.
 QO0113
 QO0113.The orthometric height was determined by differential leveling
 QO0113.and adjusted by the National Geodetic Survey in June 1991..
 QO0113
 QO0113.The geoid height was determined by GEOID03.
 QO0113
 QO0113.The dynamic height is computed by dividing the NAVD 88
 QO0113.geopotential number by the normal gravity value computed on the
 QO0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0113.degrees latitude (g = 980.6199 gals.).
 QO0113
 QO0113.The modeled gravity was interpolated from observed gravity values.
 QO0113
 QO0113;                    North         East    Units  Estimated Accuracy
 QO0113;SPC MN C     -   154,990.      898,020.      MT  (+/- 180 meters Scaled)
 QO0113
 QO0113                          SUPERSEDED SURVEY CONTROL
 QO0113
 QO0113  NGVD 29 (??/??/92)  275.119  (m)          902.62   (f) ADJ UNCH    2 1
 QO0113
 QO0113.Superseded values are not recommended for survey control.
 QO0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0113.See file dsdata.txt to determine how the superseded data were derived.
 QO0113
 QO0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL003371(NAD 83)
 QO0113_MARKER: DD = SURVEY DISK
 QO0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0113_SP_SET: BASE
 QO0113_STAMPING: 1380 AN 1975
 QO0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0113
 QO0113  HISTORY     - Date     Condition        Report By
 QO0113  HISTORY     - 1975     MONUMENTED       MNDT
 QO0113  HISTORY     - 1976     GOOD             MNDT
 QO0113
 QO0113                          STATION DESCRIPTION
 QO0113
 QO0113'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0113'1.8 MI S FROM NORTH BRANCH.
 QO0113'THE MARK IS LOCATED 1.8 MILES SOUTH ALONG FAI 35 FROM BRIDGE NO 13804
 QO0113'(TH 95 OVER FAI 35) OF NORTH BRANCH AND 6.4 MILES NORTH ALONG FAI 35
 QO0113'FROM BRIDGE NO. 13802 (COUNTY ROAD 19 OVER FAI 35) AT STACY.  IT IS
 QO0113'51.5 FEET EAST OF AND ABOUT 3 FEET LOWER THAN THE CENTERLINE OF FAI 35
 QO0113'NORTHBOUND AT MILEPOINT 146.4.  THE MARK, A STANDARD MNHD VERTICAL
 QO0113'CONTROL MONUMENT (VCM) DISK IS CEMENTED IN A DRILL HOLE ON THE WEST
 QO0113'SIDE OF THE CONCRETE BASE OF THE WEST LEG OF A HIGHWAY INFORMATION
 QO0113'SIGN WHICH READS 95 CAMBRIDGE NORTH BRANCH EXIT 1 1/4 MILES.  SW 1/4
 QO0113'SECTION 29, T 35N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0114 ***********************************************************************
 QO0114  DESIGNATION -  1380 AP
 QO0114  PID         -  QO0114
 QO0114  STATE/COUNTY-  MN/CHISAGO
 QO0114  USGS QUAD   -  STACY (1974)
 QO0114
 QO0114                         *CURRENT SURVEY CONTROL
 QO0114  ___________________________________________________________________
 QO0114* NAD 83(1986)-  45 29 57.     (N)    092 59 38.     (W)     SCALED    
 QO0114* NAVD 88     -       275.816  (meters)     904.91   (feet)  ADJUSTED  
 QO0114  ___________________________________________________________________
 QO0114  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 QO0114  DYNAMIC HT  -         275.805 (meters)     904.87  (feet)  COMP
 QO0114  MODELED GRAV-     980,567.0   (mgal)                       NAVD 88
 QO0114
 QO0114  VERT ORDER  -  SECOND    CLASS I
 QO0114
 QO0114.The horizontal coordinates were scaled from a topographic map and have
 QO0114.an estimated accuracy of +/- 6 seconds.
 QO0114
 QO0114.The orthometric height was determined by differential leveling
 QO0114.and adjusted by the National Geodetic Survey in June 1991..
 QO0114
 QO0114.The geoid height was determined by GEOID03.
 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     -   156,260.      898,180.      MT  (+/- 180 meters Scaled)
 QO0114
 QO0114                          SUPERSEDED SURVEY CONTROL
 QO0114
 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: 15TWL004384(NAD 83)
 QO0114_MARKER: DD = SURVEY DISK
 QO0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0114_SP_SET: BASE
 QO0114_STAMPING: 1380 AP 1975
 QO0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0114
 QO0114  HISTORY     - Date     Condition        Report By
 QO0114  HISTORY     - 1975     MONUMENTED       MNDT
 QO0114  HISTORY     - 1976     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0362 ***********************************************************************
 QO0362  DESIGNATION -  1380 AQ
 QO0362  PID         -  QO0362
 QO0362  STATE/COUNTY-  MN/CHISAGO
 QO0362  USGS QUAD   -  NORTH BRANCH (1983)
 QO0362
 QO0362                         *CURRENT SURVEY CONTROL
 QO0362  ___________________________________________________________________
 QO0362* NAD 83(1986)-  45 31 28.     (N)    092 59 17.     (W)     SCALED    
 QO0362* NAVD 88     -       279.602  (meters)     917.33   (feet)  ADJUSTED  
 QO0362  ___________________________________________________________________
 QO0362  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 QO0362  DYNAMIC HT  -         279.593 (meters)     917.30  (feet)  COMP
 QO0362  MODELED GRAV-     980,575.0   (mgal)                       NAVD 88
 QO0362
 QO0362  VERT ORDER  -  SECOND    CLASS I
 QO0362
 QO0362.The horizontal coordinates were scaled from a topographic map and have
 QO0362.an estimated accuracy of +/- 6 seconds.
 QO0362
 QO0362.The orthometric height was determined by differential leveling
 QO0362.and adjusted by the National Geodetic Survey in June 1991..
 QO0362
 QO0362.The geoid height was determined by GEOID03.
 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     -   159,080.      898,590.      MT  (+/- 180 meters Scaled)
 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: 15TWL009412(NAD 83)
 QO0362_MARKER: DD = SURVEY DISK
 QO0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0362_SP_SET: BASE
 QO0362_STAMPING: 1380 AQ 1975
 QO0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0362
 QO0362  HISTORY     - Date     Condition        Report By
 QO0362  HISTORY     - 1975     MONUMENTED       MNDT
 QO0362  HISTORY     - 1976     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0363 ***********************************************************************
 QO0363  DESIGNATION -  1380 AQ 1
 QO0363  PID         -  QO0363
 QO0363  STATE/COUNTY-  MN/CHISAGO
 QO0363  USGS QUAD   -  NORTH BRANCH (1983)
 QO0363
 QO0363                         *CURRENT SURVEY CONTROL
 QO0363  ___________________________________________________________________
 QO0363* NAD 83(1986)-  45 31 51.     (N)    092 59 18.     (W)     SCALED    
 QO0363* NAVD 88     -       280.309  (meters)     919.65   (feet)  ADJUSTED  
 QO0363  ___________________________________________________________________
 QO0363  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 QO0363  DYNAMIC HT  -         280.300 (meters)     919.62  (feet)  COMP
 QO0363  MODELED GRAV-     980,576.0   (mgal)                       NAVD 88
 QO0363
 QO0363  VERT ORDER  -  SECOND    CLASS I
 QO0363
 QO0363.The horizontal coordinates were scaled from a topographic map and have
 QO0363.an estimated accuracy of +/- 6 seconds.
 QO0363
 QO0363.The orthometric height was determined by differential leveling
 QO0363.and adjusted by the National Geodetic Survey in June 1991..
 QO0363
 QO0363.The geoid height was determined by GEOID03.
 QO0363
 QO0363.The dynamic height is computed by dividing the NAVD 88
 QO0363.geopotential number by the normal gravity value computed on the
 QO0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0363.degrees latitude (g = 980.6199 gals.).
 QO0363
 QO0363.The modeled gravity was interpolated from observed gravity values.
 QO0363
 QO0363;                    North         East    Units  Estimated Accuracy
 QO0363;SPC MN C     -   159,790.      898,550.      MT  (+/- 180 meters Scaled)
 QO0363
 QO0363                          SUPERSEDED SURVEY CONTROL
 QO0363
 QO0363  NGVD 29 (??/??/92)  280.245  (m)          919.44   (f) ADJ UNCH    2 1
 QO0363
 QO0363.Superseded values are not recommended for survey control.
 QO0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0363.See file dsdata.txt to determine how the superseded data were derived.
 QO0363
 QO0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL009419(NAD 83)
 QO0363_MARKER: DD = SURVEY DISK
 QO0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0363_SP_SET: BASE
 QO0363_STAMPING: 1380 AQ 1 1975
 QO0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0363
 QO0363  HISTORY     - Date     Condition        Report By
 QO0363  HISTORY     - 1975     MONUMENTED       MNDT
 QO0363  HISTORY     - 1976     GOOD             MNDT
 QO0363
 QO0363                          STATION DESCRIPTION
 QO0363
 QO0363'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0363'1.4 MI N FROM NORTH BRANCH.
 QO0363'THE MARK IS LOCATED 1.4 MILES NORTH ALONG FAI 35 FROM THE TH 95 BRIDGE
 QO0363'OVER FAI 35 AT NORTH BRANCH, AND 3.5 MILES SOUTH ALONG FAI 35 FROM THE
 QO0363'COUNTY ROAD 10 BRIDGE OVER FAI 35 SOUTHWEST OF HARRIS.  THE MARK, A
 QO0363'STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM) DISK CEMENTED IN A DRILL
 QO0363'HOLE ON THE EAST EDGE OF THE CONCRETE BASE OF THE WEST LEG OF A
 QO0363'HIGHWAY INFORMATION SIGN WHICH READS 95 NORTH BRANCH CAMBRIDGE EXIT 1
 QO0363'MILE, IS 60.2 FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF FAI
 QO0363'35 SOUTHBOUND OF MILEPOINT 149.2.  SW1/4 SECTION 8, T 35N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0364 ***********************************************************************
 QO0364  DESIGNATION -  1380 AR
 QO0364  PID         -  QO0364
 QO0364  STATE/COUNTY-  MN/CHISAGO
 QO0364  USGS QUAD   -  NORTH BRANCH (1983)
 QO0364
 QO0364                         *CURRENT SURVEY CONTROL
 QO0364  ___________________________________________________________________
 QO0364* NAD 83(1986)-  45 32 41.     (N)    092 59 23.     (W)     SCALED    
 QO0364* NAVD 88     -       280.481  (meters)     920.21   (feet)  ADJUSTED  
 QO0364  ___________________________________________________________________
 QO0364  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 QO0364  DYNAMIC HT  -         280.473 (meters)     920.19  (feet)  COMP
 QO0364  MODELED GRAV-     980,578.1   (mgal)                       NAVD 88
 QO0364
 QO0364  VERT ORDER  -  SECOND    CLASS I
 QO0364
 QO0364.The horizontal coordinates were scaled from a topographic map and have
 QO0364.an estimated accuracy of +/- 6 seconds.
 QO0364
 QO0364.The orthometric height was determined by differential leveling
 QO0364.and adjusted by the National Geodetic Survey in June 1991..
 QO0364
 QO0364.The geoid height was determined by GEOID03.
 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     -   161,330.      898,420.      MT  (+/- 180 meters Scaled)
 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: 15TWL008434(NAD 83)
 QO0364_MARKER: DD = SURVEY DISK
 QO0364_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0364+WITH SETTING: INTO GROUND
 QO0364_STAMPING: 1380 AR 1975
 QO0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0364+STABILITY: SURFACE MOTION
 QO0364
 QO0364  HISTORY     - Date     Condition        Report By
 QO0364  HISTORY     - 1975     MONUMENTED       MNDT
 QO0364  HISTORY     - 1976     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0365 ***********************************************************************
 QO0365  DESIGNATION -  1380 AS
 QO0365  PID         -  QO0365
 QO0365  STATE/COUNTY-  MN/CHISAGO
 QO0365  USGS QUAD   -  NORTH BRANCH (1983)
 QO0365
 QO0365                         *CURRENT SURVEY CONTROL
 QO0365  ___________________________________________________________________
 QO0365* NAD 83(1986)-  45 33 32.     (N)    092 59 22.     (W)     SCALED    
 QO0365* NAVD 88     -       278.794  (meters)     914.68   (feet)  ADJUSTED  
 QO0365  ___________________________________________________________________
 QO0365  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 QO0365  DYNAMIC HT  -         278.786 (meters)     914.65  (feet)  COMP
 QO0365  MODELED GRAV-     980,581.1   (mgal)                       NAVD 88
 QO0365
 QO0365  VERT ORDER  -  SECOND    CLASS I
 QO0365
 QO0365.The horizontal coordinates were scaled from a topographic map and have
 QO0365.an estimated accuracy of +/- 6 seconds.
 QO0365
 QO0365.The orthometric height was determined by differential leveling
 QO0365.and adjusted by the National Geodetic Survey in June 1991..
 QO0365
 QO0365.The geoid height was determined by GEOID03.
 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     -   162,900.      898,420.      MT  (+/- 180 meters Scaled)
 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: 15TWL008450(NAD 83)
 QO0365_MARKER: DD = SURVEY DISK
 QO0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0365_SP_SET: BASE
 QO0365_STAMPING: 1380 AS 1975
 QO0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0365
 QO0365  HISTORY     - Date     Condition        Report By
 QO0365  HISTORY     - 1975     MONUMENTED       MNDT
 QO0365  HISTORY     - 1976     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0366 ***********************************************************************
 QO0366  DESIGNATION -  1380 AT
 QO0366  PID         -  QO0366
 QO0366  STATE/COUNTY-  MN/CHISAGO
 QO0366  USGS QUAD   -  NORTH BRANCH (1983)
 QO0366
 QO0366                         *CURRENT SURVEY CONTROL
 QO0366  ___________________________________________________________________
 QO0366* NAD 83(1986)-  45 34 00.     (N)    092 59 25.     (W)     SCALED    
 QO0366* NAVD 88     -       278.681  (meters)     914.31   (feet)  ADJUSTED  
 QO0366  ___________________________________________________________________
 QO0366  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 QO0366  DYNAMIC HT  -         278.674 (meters)     914.28  (feet)  COMP
 QO0366  MODELED GRAV-     980,582.0   (mgal)                       NAVD 88
 QO0366
 QO0366  VERT ORDER  -  SECOND    CLASS I
 QO0366
 QO0366.The horizontal coordinates were scaled from a topographic map and have
 QO0366.an estimated accuracy of +/- 6 seconds.
 QO0366
 QO0366.The orthometric height was determined by differential leveling
 QO0366.and adjusted by the National Geodetic Survey in June 1991..
 QO0366
 QO0366.The geoid height was determined by GEOID03.
 QO0366
 QO0366.The dynamic height is computed by dividing the NAVD 88
 QO0366.geopotential number by the normal gravity value computed on the
 QO0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0366.degrees latitude (g = 980.6199 gals.).
 QO0366
 QO0366.The modeled gravity was interpolated from observed gravity values.
 QO0366
 QO0366;                    North         East    Units  Estimated Accuracy
 QO0366;SPC MN C     -   163,770.      898,340.      MT  (+/- 180 meters Scaled)
 QO0366
 QO0366                          SUPERSEDED SURVEY CONTROL
 QO0366
 QO0366  NGVD 29 (??/??/92)  278.616  (m)          914.09   (f) ADJ UNCH    2 1
 QO0366
 QO0366.Superseded values are not recommended for survey control.
 QO0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0366.See file dsdata.txt to determine how the superseded data were derived.
 QO0366
 QO0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL007459(NAD 83)
 QO0366_MARKER: DD = SURVEY DISK
 QO0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0366_SP_SET: BASE
 QO0366_STAMPING: 1380 AT 1975
 QO0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0366
 QO0366  HISTORY     - Date     Condition        Report By
 QO0366  HISTORY     - 1975     MONUMENTED       MNDT
 QO0366  HISTORY     - 1976     GOOD             MNDT
 QO0366
 QO0366                          STATION DESCRIPTION
 QO0366
 QO0366'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0366'1.5 MI SW FROM HARRIS.
 QO0366'THE MARK IS LOCATED 0.8 MILES SOUTH ALONG FAI 35 FROM THE COUNTY ROAD
 QO0366'10 BRIDGE OVER FAI 35 SOUTHWEST OF HARRIS, AND 4.0 MILES NORTH ALONG
 QO0366'FAI 35 FROM THE TH 95 BRIDGE OVER FAI 35 AT NORTH BRANCH.  THE MARK, A
 QO0366'STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM) DISK CEMENTED IN A DRILL
 QO0366'HOLE IN THE WEST EDGE OF THE CONCRETE BASE OF THE WEST LEG OF A
 QO0366'HIGHWAY INFORMATION SIGN WHICH READS REST AREA 2 MILES, IS 51.0 FEET
 QO0366'EAST OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF FAI 35
 QO0366'NORTHBOUND AT MILEPOINT 151.8.  NE1/4 SECTION 32, 36N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0367 ***********************************************************************
 QO0367  DESIGNATION -  1380 AU
 QO0367  PID         -  QO0367
 QO0367  STATE/COUNTY-  MN/CHISAGO
 QO0367  USGS QUAD   -  NORTH BRANCH (1983)
 QO0367
 QO0367                         *CURRENT SURVEY CONTROL
 QO0367  ___________________________________________________________________
 QO0367* NAD 83(1986)-  45 35 44.     (N)    092 59 34.     (W)     SCALED    
 QO0367* NAVD 88     -       282.207  (meters)     925.87   (feet)  ADJUSTED  
 QO0367  ___________________________________________________________________
 QO0367  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 QO0367  DYNAMIC HT  -         282.200 (meters)     925.85  (feet)  COMP
 QO0367  MODELED GRAV-     980,582.0   (mgal)                       NAVD 88
 QO0367
 QO0367  VERT ORDER  -  SECOND    CLASS I
 QO0367
 QO0367.The horizontal coordinates were scaled from a topographic map and have
 QO0367.an estimated accuracy of +/- 6 seconds.
 QO0367
 QO0367.The orthometric height was determined by differential leveling
 QO0367.and adjusted by the National Geodetic Survey in June 1991..
 QO0367
 QO0367.The geoid height was determined by GEOID03.
 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     -   166,970.      898,090.      MT  (+/- 180 meters Scaled)
 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: 15TWL005491(NAD 83)
 QO0367_MARKER: DD = SURVEY DISK
 QO0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0367_SP_SET: BASE
 QO0367_STAMPING: 1380 AU 1975
 QO0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0367
 QO0367  HISTORY     - Date     Condition        Report By
 QO0367  HISTORY     - 1975     MONUMENTED       MNDT
 QO0367  HISTORY     - 1976     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0368 ***********************************************************************
 QO0368  DESIGNATION -  1380 AV
 QO0368  PID         -  QO0368
 QO0368  STATE/COUNTY-  MN/CHISAGO
 QO0368  USGS QUAD   -  RUSH CITY (1983)
 QO0368
 QO0368                         *CURRENT SURVEY CONTROL
 QO0368  ___________________________________________________________________
 QO0368* NAD 83(1986)-  45 37 46.     (N)    092 59 44.     (W)     SCALED    
 QO0368* NAVD 88     -       282.826  (meters)     927.90   (feet)  ADJUSTED  
 QO0368  ___________________________________________________________________
 QO0368  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 QO0368  DYNAMIC HT  -         282.819 (meters)     927.88  (feet)  COMP
 QO0368  MODELED GRAV-     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
 QO0368.and adjusted by the National Geodetic Survey in June 1991..
 QO0368
 QO0368.The geoid height was determined by GEOID03.
 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.      897,820.      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: 15TWL003528(NAD 83)
 QO0368_MARKER: DD = SURVEY DISK
 QO0368_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0368+WITH SETTING: INTO GROUND
 QO0368_STAMPING: 1380 AV 1975
 QO0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0368+STABILITY: SURFACE MOTION
 QO0368
 QO0368  HISTORY     - Date     Condition        Report By
 QO0368  HISTORY     - 1975     MONUMENTED       MNDT
 QO0368  HISTORY     - 1976     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0369 ***********************************************************************
 QO0369  DESIGNATION -  1380 AW
 QO0369  PID         -  QO0369
 QO0369  STATE/COUNTY-  MN/CHISAGO
 QO0369  USGS QUAD   -  RUSH CITY (1983)
 QO0369
 QO0369                         *CURRENT SURVEY CONTROL
 QO0369  ___________________________________________________________________
 QO0369* NAD 83(1986)-  45 38 44.     (N)    092 59 41.     (W)     SCALED    
 QO0369* NAVD 88     -       282.313  (meters)     926.22   (feet)  ADJUSTED  
 QO0369  ___________________________________________________________________
 QO0369  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 QO0369  DYNAMIC HT  -         282.306 (meters)     926.20  (feet)  COMP
 QO0369  MODELED GRAV-     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
 QO0369.and adjusted by the National Geodetic Survey in June 1991..
 QO0369
 QO0369.The geoid height was determined by GEOID03.
 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     -   172,530.      897,850.      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: 15TWL004546(NAD 83)
 QO0369_MARKER: DD = SURVEY DISK
 QO0369_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0369+WITH SETTING: INTO GROUND
 QO0369_STAMPING: 1380 AW 1975
 QO0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0369+STABILITY: SURFACE MOTION
 QO0369
 QO0369  HISTORY     - Date     Condition        Report By
 QO0369  HISTORY     - 1975     MONUMENTED       MNDT
 QO0369  HISTORY     - 1976     GOOD             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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0370 ***********************************************************************
 QO0370  DESIGNATION -  1380 AX
 QO0370  PID         -  QO0370
 QO0370  STATE/COUNTY-  MN/CHISAGO
 QO0370  USGS QUAD   -  RUSH CITY (1983)
 QO0370
 QO0370                         *CURRENT SURVEY CONTROL
 QO0370  ___________________________________________________________________
 QO0370* NAD 83(1996)-  45 39 32.32991(N)    092 59 30.32593(W)     ADJUSTED  
 QO0370* NAVD 88     -       282.817  (meters)     927.88   (feet)  ADJUSTED  
 QO0370  ___________________________________________________________________
 QO0370  X           -    -233,074.338 (meters)                     COMP
 QO0370  Y           -  -4,459,598.823 (meters)                     COMP
 QO0370  Z           -   4,539,018.765 (meters)                     COMP
 QO0370  LAPLACE CORR-          10.00  (seconds)                    DEFLEC99
 QO0370  ELLIP HEIGHT-         254.87  (meters)          (08/10/98) GPS OBS
 QO0370  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 QO0370  DYNAMIC HT  -         282.810 (meters)     927.85  (feet)  COMP
 QO0370  MODELED GRAV-     980,584.8   (mgal)                       NAVD 88
 QO0370
 QO0370  HORZ ORDER  -  FIRST
 QO0370  VERT ORDER  -  SECOND    CLASS I
 QO0370  ELLP ORDER  -  THIRD     CLASS I
 QO0370
 QO0370.The horizontal coordinates were established by GPS observations
 QO0370.and adjusted by the National Geodetic Survey in August 1998..
 QO0370
 QO0370.The orthometric height was determined by differential leveling
 QO0370.and adjusted by the National Geodetic Survey in June 1991..
 QO0370
 QO0370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0370
 QO0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0370
 QO0370.The ellipsoidal height was determined by GPS observations
 QO0370.and is referenced to NAD 83.
 QO0370
 QO0370.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO0370;SPC MN C     -   174,022.679   898,059.682   MT  0.99999110   +0 54 36.7
 QO0370;UTM  15      - 5,056,159.059   500,642.169   MT  0.99960001   +0 00 21.2
 QO0370
 QO0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0370!SPC MN C     -   0.99996004  x   0.99999110  =   0.99995114
 QO0370!UTM  15      -   0.99996004  x   0.99960001  =   0.99956007
 QO0370
 QO0370                          SUPERSEDED SURVEY CONTROL
 QO0370
 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_MARKER: DV = VERTICAL CONTROL DISK
 QO0370_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0370+WITH SETTING: INTO GROUND
 QO0370_STAMPING: 1380 AX 1975
 QO0370_MARK LOGO: MNDT  
 QO0370_PROJECTION: FLUSH
 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 - September 07, 1993
 QO0370_ROD/PIPE-DEPTH: 12.2 meters
 QO0370
 QO0370  HISTORY     - Date     Condition        Report By
 QO0370  HISTORY     - 1975     MONUMENTED       MNDT
 QO0370  HISTORY     - 1976     GOOD             MNDT
 QO0370  HISTORY     - 19930907 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0371 ***********************************************************************
 QO0371  DESIGNATION -  1380 AY
 QO0371  PID         -  QO0371
 QO0371  STATE/COUNTY-  MN/CHISAGO
 QO0371  USGS QUAD   -  RUSH CITY (1983)
 QO0371
 QO0371                         *CURRENT SURVEY CONTROL
 QO0371  ___________________________________________________________________
 QO0371* NAD 83(1986)-  45 40 07.     (N)    092 59 32.     (W)     SCALED    
 QO0371* NAVD 88     -       288.885  (meters)     947.78   (feet)  ADJUSTED  
 QO0371  ___________________________________________________________________
 QO0371  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 QO0371  DYNAMIC HT  -         288.878 (meters)     947.76  (feet)  COMP
 QO0371  MODELED GRAV-     980,585.4   (mgal)                       NAVD 88
 QO0371
 QO0371  VERT ORDER  -  SECOND    CLASS I
 QO0371
 QO0371.The horizontal coordinates were scaled from a topographic map and have
 QO0371.an estimated accuracy of +/- 6 seconds.
 QO0371
 QO0371.The orthometric height was determined by differential leveling
 QO0371.and adjusted by the National Geodetic Survey in June 1991..
 QO0371
 QO0371.The geoid height was determined by GEOID03.
 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     -   175,090.      898,010.      MT  (+/- 180 meters Scaled)
 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: 15TWL006572(NAD 83)
 QO0371_MARKER: DD = SURVEY DISK
 QO0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0371_SP_SET: BRIDGE
 QO0371_STAMPING: 1380 AY 1975
 QO0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0371
 QO0371  HISTORY     - Date     Condition        Report By
 QO0371  HISTORY     - 1975     MONUMENTED       MNDT
 QO0371  HISTORY     - 1976     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0373 ***********************************************************************
 QO0373  DESIGNATION -  1380 AZ
 QO0373  PID         -  QO0373
 QO0373  STATE/COUNTY-  MN/CHISAGO
 QO0373  USGS QUAD   -  RUSH CITY (1983)
 QO0373
 QO0373                         *CURRENT SURVEY CONTROL
 QO0373  ___________________________________________________________________
 QO0373* NAD 83(1986)-  45 42 07.     (N)    092 59 31.     (W)     SCALED    
 QO0373* NAVD 88     -       283.955  (meters)     931.61   (feet)  ADJUSTED  
 QO0373  ___________________________________________________________________
 QO0373  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 QO0373  DYNAMIC HT  -         283.948 (meters)     931.59  (feet)  COMP
 QO0373  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 QO0373
 QO0373  VERT ORDER  -  SECOND    CLASS I
 QO0373
 QO0373.The horizontal coordinates were scaled from a topographic map and have
 QO0373.an estimated accuracy of +/- 6 seconds.
 QO0373
 QO0373.The orthometric height was determined by differential leveling
 QO0373.and adjusted by the National Geodetic Survey in June 1991..
 QO0373
 QO0373.The geoid height was determined by GEOID03.
 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     -   178,800.      897,970.      MT  (+/- 180 meters Scaled)
 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: 15TWL006609(NAD 83)
 QO0373_MARKER: DD = SURVEY DISK
 QO0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0373_SP_SET: BASE
 QO0373_STAMPING: 1380 AZ 1975
 QO0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0373
 QO0373  HISTORY     - Date     Condition        Report By
 QO0373  HISTORY     - 1975     MONUMENTED       MNHD
 QO0373  HISTORY     - 1976     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0778 ***********************************************************************
 QO0778  DESIGNATION -  1380 B 1
 QO0778  PID         -  QO0778
 QO0778  STATE/COUNTY-  MN/CHISAGO
 QO0778  USGS QUAD   -  LINWOOD (1993)
 QO0778
 QO0778                         *CURRENT SURVEY CONTROL
 QO0778  ___________________________________________________________________
 QO0778* NAD 83(1986)-  45 20 11.     (N)    093 00 15.     (W)     SCALED    
 QO0778* NAVD 88     -       276.964  (meters)     908.67   (feet)  ADJUSTED  
 QO0778  ___________________________________________________________________
 QO0778  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 QO0778  DYNAMIC HT  -         276.957 (meters)     908.65  (feet)  COMP
 QO0778  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 QO0778
 QO0778  VERT ORDER  -  SECOND    CLASS 0
 QO0778
 QO0778.The horizontal coordinates were scaled from a topographic map and have
 QO0778.an estimated accuracy of +/- 6 seconds.
 QO0778
 QO0778.The orthometric height was determined by differential leveling
 QO0778.and adjusted by the National Geodetic Survey in June 1991..
 QO0778
 QO0778.The geoid height was determined by GEOID03.
 QO0778
 QO0778.The dynamic height is computed by dividing the NAVD 88
 QO0778.geopotential number by the normal gravity value computed on the
 QO0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0778.degrees latitude (g = 980.6199 gals.).
 QO0778
 QO0778.The modeled gravity was interpolated from observed gravity values.
 QO0778
 QO0778;                    North         East    Units  Estimated Accuracy
 QO0778;SPC MN C     -   138,160.      897,660.      MT  (+/- 180 meters Scaled)
 QO0778
 QO0778                          SUPERSEDED SURVEY CONTROL
 QO0778
 QO0778  NGVD 29 (??/??/92)  276.918  (m)          908.52   (f) ADJ UNCH    2 0
 QO0778
 QO0778.Superseded values are not recommended for survey control.
 QO0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0778.See file dsdata.txt to determine how the superseded data were derived.
 QO0778
 QO0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL996203(NAD 83)
 QO0778_MARKER: DD = SURVEY DISK
 QO0778_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0778_SP_SET: BRIDGE
 QO0778_STAMPING: 1380 B1 1968
 QO0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0778
 QO0778  HISTORY     - Date     Condition        Report By
 QO0778  HISTORY     - 1968     MONUMENTED       MNDT
 QO0778  HISTORY     - 1975     GOOD             MNDT
 QO0778  HISTORY     - 1985     GOOD             USPSQD
 QO0778
 QO0778                          STATION DESCRIPTION
 QO0778
 QO0778'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0778'IN WYOMING.
 QO0778'IT IS 0.3 MILE WEST OF THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY
 QO0778'ROAD 22 IN WYOMING, AT FAI 35 MILEPOINT 135.7.  IT IS 18.8 FEET SOUTH
 QO0778'OF THE CENTERLINE OF TRUNK HIGHWAY 61 AND COUNTY ROAD 22 AND IS SET IN
 QO0778'THE SOUTHEAST CORNER OF BRIDGE 13801 (TRUNK HIGHWAY 61 AND COUNTY ROAD
 QO0778'22 OVER FAI 35).  NE 1/4, SEC 19, T 33N,R 21W.
 QO0778
 QO0778                          STATION RECOVERY (1985)
 QO0778
 QO0778'RECOVERY NOTE BY US POWER SQUADRON 1985
 QO0778'BENCH MARK IS SOUTHEAST CORNER OF BRIDGE CITY ROAD 22 OVER INTERSTATE
 QO0778'35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0779 ***********************************************************************
 QO0779  DESIGNATION -  1380 B 2
 QO0779  PID         -  QO0779
 QO0779  STATE/COUNTY-  MN/CHISAGO
 QO0779  USGS QUAD   -  LINWOOD (1993)
 QO0779
 QO0779                         *CURRENT SURVEY CONTROL
 QO0779  ___________________________________________________________________
 QO0779* NAD 83(1986)-  45 20 11.     (N)    093 00 15.     (W)     SCALED    
 QO0779* NAVD 88     -       270.200  (meters)     886.48   (feet)  ADJUSTED  
 QO0779  ___________________________________________________________________
 QO0779  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 QO0779  DYNAMIC HT  -         270.193 (meters)     886.46  (feet)  COMP
 QO0779  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 QO0779
 QO0779  VERT ORDER  -  SECOND    CLASS I
 QO0779
 QO0779.The horizontal coordinates were scaled from a topographic map and have
 QO0779.an estimated accuracy of +/- 6 seconds.
 QO0779
 QO0779.The orthometric height was determined by differential leveling
 QO0779.and adjusted by the National Geodetic Survey in June 1991..
 QO0779
 QO0779.The geoid height was determined by GEOID03.
 QO0779
 QO0779.The dynamic height is computed by dividing the NAVD 88
 QO0779.geopotential number by the normal gravity value computed on the
 QO0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0779.degrees latitude (g = 980.6199 gals.).
 QO0779
 QO0779.The modeled gravity was interpolated from observed gravity values.
 QO0779
 QO0779;                    North         East    Units  Estimated Accuracy
 QO0779;SPC MN C     -   138,160.      897,660.      MT  (+/- 180 meters Scaled)
 QO0779
 QO0779                          SUPERSEDED SURVEY CONTROL
 QO0779
 QO0779  NGVD 29 (??/??/92)  270.154  (m)          886.33   (f) ADJ UNCH    2 1
 QO0779
 QO0779.Superseded values are not recommended for survey control.
 QO0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0779.See file dsdata.txt to determine how the superseded data were derived.
 QO0779
 QO0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL996203(NAD 83)
 QO0779_MARKER: DD = SURVEY DISK
 QO0779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0779_SP_SET: CULVERT
 QO0779_STAMPING: 1380 B2 1975
 QO0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0779
 QO0779  HISTORY     - Date     Condition        Report By
 QO0779  HISTORY     - 1975     MONUMENTED       MNDT
 QO0779
 QO0779                          STATION DESCRIPTION
 QO0779
 QO0779'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0779'IN WYOMING.
 QO0779'THE MARK IS LOCATED 0.05 MILE EAST ALONG TRUNK HIGHWAY 61 (OLD COUNTY
 QO0779'ROAD 22) FROM BRIDGE 13801 (TRUNK HIGHWAY 61 AND COUNTY ROAD 22 OVER
 QO0779'FAI 35).  IT IS 53.5 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 61
 QO0779'AND IS CEMENTED INTO THE SOUTHEAST CORNER OF THE HEADWALL OF A DOUBLE
 QO0779'BOX CULVERT (TH 61 OVER A SMALL CREEK) AND IS ABOUT 10 FEET LOWER THAN
 QO0779'TRUNK HIGHWAY 61.  SECTION 19, T 33N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0104 ***********************************************************************
 QO0104  DESIGNATION -  1380 C
 QO0104  PID         -  QO0104
 QO0104  STATE/COUNTY-  MN/CHISAGO
 QO0104  USGS QUAD   -  STACY (1974)
 QO0104
 QO0104                         *CURRENT SURVEY CONTROL
 QO0104  ___________________________________________________________________
 QO0104* NAD 83(1986)-  45 23 38.     (N)    092 59 39.     (W)     SCALED    
 QO0104* NAVD 88     -       270.164  (meters)     886.36   (feet)  ADJUSTED  
 QO0104  ___________________________________________________________________
 QO0104  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 QO0104  DYNAMIC HT  -         270.155 (meters)     886.33  (feet)  COMP
 QO0104  MODELED GRAV-     980,575.3   (mgal)                       NAVD 88
 QO0104
 QO0104  VERT ORDER  -  SECOND    CLASS I
 QO0104
 QO0104.The horizontal coordinates were scaled from a topographic map and have
 QO0104.an estimated accuracy of +/- 6 seconds.
 QO0104
 QO0104.The orthometric height was determined by differential leveling
 QO0104.and adjusted by the National Geodetic Survey in June 1991..
 QO0104
 QO0104.The geoid height was determined by GEOID03.
 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     -   144,560.      898,340.      MT  (+/- 180 meters Scaled)
 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: 15TWL004267(NAD 83)
 QO0104_MARKER: DD = SURVEY DISK
 QO0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0104_SP_SET: CULVERT
 QO0104_STAMPING: 1380 C 1968
 QO0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0104+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 QO0104
 QO0104  HISTORY     - Date     Condition        Report By
 QO0104  HISTORY     - 1968     MONUMENTED       MNDT
 QO0104  HISTORY     - 1975     GOOD             MNDT
 QO0104  HISTORY     - 20040822 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0105 ***********************************************************************
 QO0105  DESIGNATION -  1380 D
 QO0105  PID         -  QO0105
 QO0105  STATE/COUNTY-  MN/CHISAGO
 QO0105  USGS QUAD   -  STACY (1974)
 QO0105
 QO0105                         *CURRENT SURVEY CONTROL
 QO0105  ___________________________________________________________________
 QO0105* NAD 83(1986)-  45 23 48.     (N)    092 59 38.     (W)     SCALED    
 QO0105* NAVD 88     -       280.065  (meters)     918.85   (feet)  ADJUSTED  
 QO0105  ___________________________________________________________________
 QO0105  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 QO0105  DYNAMIC HT  -         280.056 (meters)     918.82  (feet)  COMP
 QO0105  MODELED GRAV-     980,574.7   (mgal)                       NAVD 88
 QO0105
 QO0105  VERT ORDER  -  SECOND    CLASS I
 QO0105
 QO0105.The horizontal coordinates were scaled from a topographic map and have
 QO0105.an estimated accuracy of +/- 6 seconds.
 QO0105
 QO0105.The orthometric height was determined by differential leveling
 QO0105.and adjusted by the National Geodetic Survey in June 1991..
 QO0105
 QO0105.The geoid height was determined by GEOID03.
 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     -   144,870.      898,360.      MT  (+/- 180 meters Scaled)
 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: 15TWL004270(NAD 83)
 QO0105_MARKER: DD = SURVEY DISK
 QO0105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0105_SP_SET: ABUTMENT
 QO0105_STAMPING: 1380 D 1968
 QO0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0105+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 QO0105
 QO0105  HISTORY     - Date     Condition        Report By
 QO0105  HISTORY     - 1968     MONUMENTED       MNDT
 QO0105  HISTORY     - 1975     GOOD             MNDT
 QO0105  HISTORY     - 20040822 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0109 ***********************************************************************
 QO0109  DESIGNATION -  1380 E
 QO0109  PID         -  QO0109
 QO0109  STATE/COUNTY-  MN/CHISAGO
 QO0109  USGS QUAD   -  STACY (1974)
 QO0109
 QO0109                         *CURRENT SURVEY CONTROL
 QO0109  ___________________________________________________________________
 QO0109* NAD 83(1986)-  45 27 03.     (N)    092 59 20.     (W)     SCALED    
 QO0109* NAVD 88     -       282.298  (meters)     926.17   (feet)  ADJUSTED  
 QO0109  ___________________________________________________________________
 QO0109  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 QO0109  DYNAMIC HT  -         282.287 (meters)     926.14  (feet)  COMP
 QO0109  MODELED GRAV-     980,567.5   (mgal)                       NAVD 88
 QO0109
 QO0109  VERT ORDER  -  SECOND    CLASS I
 QO0109
 QO0109.The horizontal coordinates were scaled from a topographic map and have
 QO0109.an estimated accuracy of +/- 6 seconds.
 QO0109
 QO0109.The orthometric height was determined by differential leveling
 QO0109.and adjusted by the National Geodetic Survey in June 1991..
 QO0109
 QO0109.The geoid height was determined by GEOID03.
 QO0109
 QO0109.The dynamic height is computed by dividing the NAVD 88
 QO0109.geopotential number by the normal gravity value computed on the
 QO0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0109.degrees latitude (g = 980.6199 gals.).
 QO0109
 QO0109.The modeled gravity was interpolated from observed gravity values.
 QO0109
 QO0109;                    North         East    Units  Estimated Accuracy
 QO0109;SPC MN C     -   150,900.      898,650.      MT  (+/- 180 meters Scaled)
 QO0109
 QO0109                          SUPERSEDED SURVEY CONTROL
 QO0109
 QO0109  NGVD 29 (??/??/92)  282.239  (m)          925.98   (f) ADJ UNCH    2 1
 QO0109
 QO0109.Superseded values are not recommended for survey control.
 QO0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0109.See file dsdata.txt to determine how the superseded data were derived.
 QO0109
 QO0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL008330(NAD 83)
 QO0109_MARKER: DD = SURVEY DISK
 QO0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0109_SP_SET: ABUTMENT
 QO0109_STAMPING: 1380 E 1968
 QO0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0109
 QO0109  HISTORY     - Date     Condition        Report By
 QO0109  HISTORY     - 1968     MONUMENTED       MNDT
 QO0109  HISTORY     - 1976     GOOD             MNDT
 QO0109
 QO0109                          STATION DESCRIPTION
 QO0109
 QO0109'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0109'3.8 MI N FROM STACY.
 QO0109'THE MARK IS LOCATED 3.8 MILES NORTH ALONG FAI 35 FROM BRIDGE NO. 13802
 QO0109'(COUNTY ROAD 19 OVER FAI 35) AT STACY AND 4.4 MILES SOUTH OF BRIDGE
 QO0109'NO. 13804 (T.H. 95 OVER FAI 35) AT NORTH BRANCH, AT FAI 35 MILEPOINT
 QO0109'143.8.  THE MARK, A STANDARD MNHD BENCH MARK (BM) DISK IS 18.0 FEET
 QO0109'SOUTH OF AND ABOUT 0.5 FEET HIGHER THAN THE CENTERLINE OF COUNTY ROAD
 QO0109'17, AND CEMENTED IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT OF BRIDGE
 QO0109'NO. 13803 (COUNTY ROAD 17 OVER FAI 35).  NE 1/4 SECTION 8, T 34N, R
 QO0109'21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0361 ***********************************************************************
 QO0361  DESIGNATION -  1380 F
 QO0361  PID         -  QO0361
 QO0361  STATE/COUNTY-  MN/CHISAGO
 QO0361  USGS QUAD   -  NORTH BRANCH (1983)
 QO0361
 QO0361                         *CURRENT SURVEY CONTROL
 QO0361  ___________________________________________________________________
 QO0361* NAD 83(1986)-  45 30 37.     (N)    092 59 36.     (W)     SCALED    
 QO0361* NAVD 88     -       280.177  (meters)     919.21   (feet)  ADJUSTED  
 QO0361  ___________________________________________________________________
 QO0361  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 QO0361  DYNAMIC HT  -         280.166 (meters)     919.18  (feet)  COMP
 QO0361  MODELED GRAV-     980,570.3   (mgal)                       NAVD 88
 QO0361
 QO0361  VERT ORDER  -  SECOND    CLASS I
 QO0361
 QO0361.The horizontal coordinates were scaled from a topographic map and have
 QO0361.an estimated accuracy of +/- 6 seconds.
 QO0361
 QO0361.The orthometric height was determined by differential leveling
 QO0361.and adjusted by the National Geodetic Survey in June 1991..
 QO0361
 QO0361.The geoid height was determined by GEOID03.
 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     -   157,500.      898,200.      MT  (+/- 180 meters Scaled)
 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: 15TWL005396(NAD 83)
 QO0361_MARKER: DD = SURVEY DISK
 QO0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0361_SP_SET: ABUTMENT
 QO0361_STAMPING: 1380 F 1968
 QO0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0361+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 QO0361
 QO0361  HISTORY     - Date     Condition        Report By
 QO0361  HISTORY     - 1968     MONUMENTED       MNDT
 QO0361  HISTORY     - 1976     GOOD             MNDT
 QO0361  HISTORY     - 1985     GOOD             USPSQD
 QO0361  HISTORY     - 20050430 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0277 ***********************************************************************
 QO0277  DESIGNATION -  1380 J
 QO0277  PID         -  QO0277
 QO0277  STATE/COUNTY-  MN/CHISAGO
 QO0277  USGS QUAD   -  NORTH BRANCH (1983)
 QO0277
 QO0277                         *CURRENT SURVEY CONTROL
 QO0277  ___________________________________________________________________
 QO0277* NAD 83(1986)-  45 34 51.     (N)    092 59 33.     (W)     SCALED    
 QO0277* NAVD 88     -       272.387  (meters)     893.66   (feet)  ADJUSTED  
 QO0277  ___________________________________________________________________
 QO0277  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 QO0277  DYNAMIC HT  -         272.379 (meters)     893.63  (feet)  COMP
 QO0277  MODELED GRAV-     980,581.7   (mgal)                       NAVD 88
 QO0277
 QO0277  VERT ORDER  -  SECOND    CLASS 0
 QO0277
 QO0277.The horizontal coordinates were scaled from a topographic map and have
 QO0277.an estimated accuracy of +/- 6 seconds.
 QO0277
 QO0277.The orthometric height was determined by differential leveling
 QO0277.and adjusted by the National Geodetic Survey in June 1991..
 QO0277
 QO0277.The geoid height was determined by GEOID03.
 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     -   165,340.      898,140.      MT  (+/- 180 meters Scaled)
 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: 15TWL005474(NAD 83)
 QO0277_MARKER: DD = SURVEY DISK
 QO0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0277_SP_SET: CULVERT
 QO0277_STAMPING: 1380 J 1968
 QO0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0277
 QO0277  HISTORY     - Date     Condition        Report By
 QO0277  HISTORY     - 1968     MONUMENTED       MNDT
 QO0277  HISTORY     - 1975     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0278 ***********************************************************************
 QO0278  DESIGNATION -  1380 K
 QO0278  PID         -  QO0278
 QO0278  STATE/COUNTY-  MN/CHISAGO
 QO0278  USGS QUAD   -  NORTH BRANCH (1983)
 QO0278
 QO0278                         *CURRENT SURVEY CONTROL
 QO0278  ___________________________________________________________________
 QO0278* NAD 83(1986)-  45 35 04.     (N)    092 59 37.     (W)     SCALED    
 QO0278* NAVD 88     -       273.218  (meters)     896.38   (feet)  ADJUSTED  
 QO0278  ___________________________________________________________________
 QO0278  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 QO0278  DYNAMIC HT  -         273.210 (meters)     896.36  (feet)  COMP
 QO0278  MODELED GRAV-     980,581.3   (mgal)                       NAVD 88
 QO0278
 QO0278  VERT ORDER  -  SECOND    CLASS 0
 QO0278
 QO0278.The horizontal coordinates were scaled from a topographic map and have
 QO0278.an estimated accuracy of +/- 6 seconds.
 QO0278
 QO0278.The orthometric height was determined by differential leveling
 QO0278.and adjusted by the National Geodetic Survey in June 1991..
 QO0278
 QO0278.The geoid height was determined by GEOID03.
 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     -   165,740.      898,050.      MT  (+/- 180 meters Scaled)
 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: 15TWL004478(NAD 83)
 QO0278_MARKER: DD = SURVEY DISK
 QO0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0278_SP_SET: CULVERT
 QO0278_STAMPING: 1380 K 1968
 QO0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0278
 QO0278  HISTORY     - Date     Condition        Report By
 QO0278  HISTORY     - 1968     MONUMENTED       MNDT
 QO0278  HISTORY     - 1975     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0267 ***********************************************************************
 QO0267  DESIGNATION -  1380 L
 QO0267  PID         -  QO0267
 QO0267  STATE/COUNTY-  MN/CHISAGO
 QO0267  USGS QUAD   -  NORTH BRANCH (1983)
 QO0267
 QO0267                         *CURRENT SURVEY CONTROL
 QO0267  ___________________________________________________________________
 QO0267* NAD 83(1986)-  45 36 55.     (N)    092 59 31.     (W)     SCALED    
 QO0267* NAVD 88     -       286.574  (meters)     940.20   (feet)  ADJUSTED  
 QO0267  ___________________________________________________________________
 QO0267  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 QO0267  DYNAMIC HT  -         286.566 (meters)     940.18  (feet)  COMP
 QO0267  MODELED GRAV-     980,583.2   (mgal)                       NAVD 88
 QO0267
 QO0267  VERT ORDER  -  SECOND    CLASS 0
 QO0267
 QO0267.The horizontal coordinates were scaled from a topographic map and have
 QO0267.an estimated accuracy of +/- 6 seconds.
 QO0267
 QO0267.The orthometric height was determined by differential leveling
 QO0267.and adjusted by the National Geodetic Survey in June 1991..
 QO0267
 QO0267.The geoid height was determined by GEOID03.
 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     -   169,170.      898,120.      MT  (+/- 180 meters Scaled)
 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: 15TWL006513(NAD 83)
 QO0267_MARKER: DD = SURVEY DISK
 QO0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0267_SP_SET: ABUTMENT
 QO0267_STAMPING: 1380 L 1968
 QO0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0267
 QO0267  HISTORY     - Date     Condition        Report By
 QO0267  HISTORY     - 1968     MONUMENTED       MNDT
 QO0267  HISTORY     - 1975     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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0372 ***********************************************************************
 QO0372  DESIGNATION -  1380 M
 QO0372  PID         -  QO0372
 QO0372  STATE/COUNTY-  MN/CHISAGO
 QO0372  USGS QUAD   -  RUSH CITY (1983)
 QO0372
 QO0372                         *CURRENT SURVEY CONTROL
 QO0372  ___________________________________________________________________
 QO0372* NAD 83(1986)-  45 40 44.     (N)    092 59 30.     (W)     SCALED    
 QO0372* NAVD 88     -       278.733  (meters)     914.48   (feet)  ADJUSTED  
 QO0372  ___________________________________________________________________
 QO0372  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 QO0372  DYNAMIC HT  -         278.726 (meters)     914.45  (feet)  COMP
 QO0372  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 QO0372
 QO0372  VERT ORDER  -  SECOND    CLASS I
 QO0372
 QO0372.The horizontal coordinates were scaled from a topographic map and have
 QO0372.an estimated accuracy of +/- 6 seconds.
 QO0372
 QO0372.The orthometric height was determined by differential leveling
 QO0372.and adjusted by the National Geodetic Survey in June 1991..
 QO0372
 QO0372.The geoid height was determined by GEOID03.
 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     -   176,240.      898,030.      MT  (+/- 180 meters Scaled)
 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: 15TWL006583(NAD 83)
 QO0372_MARKER: DD = SURVEY DISK
 QO0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0372_SP_SET: CULVERT
 QO0372_STAMPING: 1380 M 1968
 QO0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0372
 QO0372  HISTORY     - Date     Condition        Report By
 QO0372  HISTORY     - 1968     MONUMENTED       MNDT
 QO0372  HISTORY     - 1976     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0251 ***********************************************************************
 QO0251  DESIGNATION -  1380 P
 QO0251  PID         -  QO0251
 QO0251  STATE/COUNTY-  MN/CHISAGO
 QO0251  USGS QUAD   -  RUSH CITY (1983)
 QO0251
 QO0251                         *CURRENT SURVEY CONTROL
 QO0251  ___________________________________________________________________
 QO0251* NAD 83(1986)-  45 43 00.     (N)    092 59 31.     (W)     SCALED    
 QO0251* NAVD 88     -       293.696  (meters)     963.57   (feet)  ADJUSTED  
 QO0251  ___________________________________________________________________
 QO0251  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 QO0251  DYNAMIC HT  -         293.689 (meters)     963.54  (feet)  COMP
 QO0251  MODELED GRAV-     980,584.9   (mgal)                       NAVD 88
 QO0251
 QO0251  VERT ORDER  -  SECOND    CLASS 0
 QO0251
 QO0251.The horizontal coordinates were scaled from a topographic map and have
 QO0251.an estimated accuracy of +/- 6 seconds.
 QO0251
 QO0251.The orthometric height was determined by differential leveling
 QO0251.and adjusted by the National Geodetic Survey in June 1991..
 QO0251
 QO0251.The geoid height was determined by GEOID03.
 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     -   180,430.      897,940.      MT  (+/- 180 meters Scaled)
 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: 15TWL006625(NAD 83)
 QO0251_MARKER: DD = SURVEY DISK
 QO0251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0251_SP_SET: ABUTMENT
 QO0251_STAMPING: 1380 P 1968
 QO0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0251
 QO0251  HISTORY     - Date     Condition        Report By
 QO0251  HISTORY     - 1968     MONUMENTED       MNDT
 QO0251  HISTORY     - 1975     GOOD             MNDT
 QO0251  HISTORY     - 19950923 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SH0428 ***********************************************************************
 SH0428  DESIGNATION -  1382.31
 SH0428  PID         -  SH0428
 SH0428  STATE/COUNTY-  MN/ST LOUIS
 SH0428  USGS QUAD   -  ELY (1986)
 SH0428
 SH0428                         *CURRENT SURVEY CONTROL
 SH0428  ___________________________________________________________________
 SH0428* NAD 83(1986)-  47 54 04.     (N)    091 50 26.     (W)     SCALED    
 SH0428* NAVD 88     -       431.981  (meters)    1417.26   (feet)  ADJUSTED  
 SH0428  ___________________________________________________________________
 SH0428  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 SH0428  DYNAMIC HT  -         432.042 (meters)    1417.46  (feet)  COMP
 SH0428  MODELED GRAV-     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
 SH0428.and adjusted by the National Geodetic Survey in June 1991..
 SH0428
 SH0428.The geoid height was determined by GEOID03.
 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_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             NGS
 SH0428
 SH0428                          STATION DESCRIPTION
 SH0428
 SH0428'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 PP0054 ***********************************************************************
 PP0054  DESIGNATION -  139 CAP
 PP0054  PID         -  PP0054
 PP0054  STATE/COUNTY-  MN/WABASHA
 PP0054  USGS QUAD   -  WABASHA NORTH (1974)
 PP0054
 PP0054                         *CURRENT SURVEY CONTROL
 PP0054  ___________________________________________________________________
 PP0054* NAD 83(1986)-  44 23 23.     (N)    092 03 32.     (W)     SCALED    
 PP0054* NAVD 88     -       209.958  (meters)     688.84   (feet)  ADJUSTED  
 PP0054  ___________________________________________________________________
 PP0054  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 PP0054  DYNAMIC HT  -         209.929 (meters)     688.74  (feet)  COMP
 PP0054  MODELED GRAV-     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
 PP0054.and adjusted by the National Geodetic Survey in June 1991..
 PP0054
 PP0054.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC0447 ***********************************************************************
 TC0447  DESIGNATION -  139 RM
 TC0447  PID         -  TC0447
 TC0447  STATE/COUNTY-  MN/KOOCHICHING
 TC0447  USGS QUAD   -  STRATTON (1968)
 TC0447
 TC0447                         *CURRENT SURVEY CONTROL
 TC0447  ___________________________________________________________________
 TC0447* NAD 83(1996)-  48 38 38.24702(N)    094 09 10.25274(W)     ADJUSTED  
 TC0447* NAVD 88     -       331.505  (meters)    1087.61   (feet)  ADJUSTED  
 TC0447  ___________________________________________________________________
 TC0447  X           -    -305,777.918 (meters)                     COMP
 TC0447  Y           -  -4,211,349.316 (meters)                     COMP
 TC0447  Z           -   4,764,716.671 (meters)                     COMP
 TC0447  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 TC0447  ELLIP HEIGHT-         302.03  (meters)          (03/29/02) GPS OBS
 TC0447  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 TC0447  DYNAMIC HT  -         331.588 (meters)    1087.88  (feet)  COMP
 TC0447  MODELED GRAV-     980,850.3   (mgal)                       NAVD 88
 TC0447
 TC0447  HORZ ORDER  -  FIRST
 TC0447  VERT ORDER  -  FIRST     CLASS II
 TC0447  ELLP ORDER  -  FOURTH    CLASS I
 TC0447
 TC0447.The horizontal coordinates were established by GPS observations
 TC0447.and adjusted by the MN DEPT OF TRANSP in March 2002..
 TC0447
 TC0447.The orthometric height was determined by differential leveling
 TC0447.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 TC0447
 TC0447.The ellipsoidal height was determined by GPS observations
 TC0447.and is referenced to NAD 83.
 TC0447
 TC0447.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TC0447;SPC MN N     -   338,890.949   722,415.804   MT  1.00000261   -0 46 49.4
 TC0447;UTM  15      - 5,388,518.783   415,079.118   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  NAVD 88 (03/29/02)  331.50   (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: 15UVP1507988519(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5915 ***********************************************************************
 DF5915  DESIGNATION -  14
 DF5915  PID         -  DF5915
 DF5915  STATE/COUNTY-  MN/PINE
 DF5915  USGS QUAD   -  BROOK PARK (1983)
 DF5915
 DF5915                         *CURRENT SURVEY CONTROL
 DF5915  ___________________________________________________________________
 DF5915* NAD 83(1996)-  45 54 15.03764(N)    093 01 10.75896(W)     ADJUSTED  
 DF5915* NAVD 88     -       295.9    (meters)     971.     (feet)  GPS OBS   
 DF5915  ___________________________________________________________________
 DF5915  X           -    -234,217.292 (meters)                     COMP
 DF5915  Y           -  -4,439,988.691 (meters)                     COMP
 DF5915  Z           -   4,558,035.156 (meters)                     COMP
 DF5915  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 DF5915  ELLIP HEIGHT-         268.25  (meters)          (05/27/03) GPS OBS
 DF5915  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DF5915
 DF5915  HORZ ORDER  -  FIRST
 DF5915  ELLP ORDER  -  THIRD     CLASS I
 DF5915
 DF5915.The horizontal coordinates were established by GPS observations
 DF5915.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5915
 DF5915.The orthometric height was determined by GPS observations and a
 DF5915.high-resolution geoid model.
 DF5915
 DF5915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5915
 DF5915.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5915
 DF5915.The ellipsoidal height was determined by GPS observations
 DF5915.and is referenced to NAD 83.
 DF5915
 DF5915.The geoid height was determined by GEOID03.
 DF5915
 DF5915;                    North         East     Units Scale Factor Converg.
 DF5915;SPC MN C     -   201,237.271   895,462.347   MT  0.99995012   +0 53 24.1
 DF5915;UTM  15      - 5,083,401.191   498,475.422   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.No superseded survey control is available for this station.
 DF5915
 DF5915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9847583401(NAD 83)
 DF5915_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5915_STAMPING: NO 14
 DF5915_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5915+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5915
 DF5915  HISTORY     - Date     Condition        Report By
 DF5915  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1465 ***********************************************************************
 QP1465  DESIGNATION -  14 2
 QP1465  PID         -  QP1465
 QP1465  STATE/COUNTY-  MN/KANDIYOHI
 QP1465  USGS QUAD   -  WILLMAR (1994)
 QP1465
 QP1465                         *CURRENT SURVEY CONTROL
 QP1465  ___________________________________________________________________
 QP1465* NAD 83(1996)-  45 06 38.22190(N)    095 01 21.04815(W)     ADJUSTED  
 QP1465* NAVD 88     -       341.930  (meters)    1121.82   (feet)  ADJUSTED  
 QP1465  ___________________________________________________________________
 QP1465  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 QP1465  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 QP1465  DYNAMIC HT  -         341.905 (meters)    1121.73  (feet)  COMP
 QP1465  MODELED GRAV-     980,532.9   (mgal)                       NAVD 88
 QP1465
 QP1465  HORZ ORDER  -  SECOND
 QP1465  VERT ORDER  -  SECOND    CLASS II
 QP1465
 QP1465.The horizontal coordinates were established by classical geodetic methods
 QP1465.and adjusted by the National Geodetic Survey in March 1999..
 QP1465
 QP1465.The orthometric height was determined by differential leveling
 QP1465.and adjusted by the National Geodetic Survey in June 1991..
 QP1465
 QP1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1465
 QP1465.The geoid height was determined by GEOID03.
 QP1465
 QP1465.The dynamic height is computed by dividing the NAVD 88
 QP1465.geopotential number by the normal gravity value computed on the
 QP1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1465.degrees latitude (g = 980.6199 gals.).
 QP1465
 QP1465.The modeled gravity was interpolated from observed gravity values.
 QP1465
 QP1465;                    North         East     Units Scale Factor Converg.
 QP1465;SPC MN S     -   335,022.856   719,537.160   MT  0.99997856   -0 43 00.1
 QP1465;UTM  15      - 4,997,228.516   340,902.106   MT  0.99991124   -1 25 59.5
 QP1465
 QP1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1465!SPC MN S     -   0.99995058  x   0.99997856  =   0.99992915
 QP1465!UTM  15      -   0.99995058  x   0.99991124  =   0.99986183
 QP1465
 QP1465                          SUPERSEDED SURVEY CONTROL
 QP1465
 QP1465  NAD 83(1986)-  45 06 38.21883(N)    095 01 21.04248(W) AD(       ) 2
 QP1465  NAD 27      -  45 06 38.34766(N)    095 01 20.01490(W) AD(       ) 2
 QP1465  NGVD 29 (07/19/86)  342.     (m)         1122.     (f) VERT ANG       
 QP1465
 QP1465.Superseded values are not recommended for survey control.
 QP1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1465.See file dsdata.txt to determine how the superseded data were derived.
 QP1465
 QP1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4090297229(NAD 83)
 QP1465_MARKER: DB = BENCH MARK DISK
 QP1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1465_SP_SET: CONCRETE POST
 QP1465_STAMPING: 14-2 1977
 QP1465_MARK LOGO: MNDT  
 QP1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1465+STABILITY: SURFACE MOTION
 QP1465
 QP1465  HISTORY     - Date     Condition        Report By
 QP1465  HISTORY     - 1977     MONUMENTED       MNDT
 QP1465
 QP1465                          STATION DESCRIPTION
 QP1465
 QP1465'DESCRIBED BY MN DEPT OF TRANSP 1977
 QP1465'IN WILLMAR.
 QP1465'THE MARK IS LOCATED 1 MILE EAST ALONG WILLMAR AVENUE SOUTHEAST FROM
 QP1465'ITS JUNCTION WITH TRUNK HIGHWAY 71 IN WILLMAR AND IS IN THE SOUTHEAST
 QP1465'CORNER OF SECTION 14, T119N, R35W.  THE MARK IS 51 FEET WEST OF THE
 QP1465'CENTERLINE OF LAKELAND DRIVE, 44.8 FEET NORTH OF AND ABOUT LEVEL WITH
 QP1465'THE CENTERLINE OF WILLMAR AVENUE SOUTHEAST, 22 FEET WEST-NORTHWEST OF
 QP1465'THE WEST END OF A 24 INCH CONCRETE CULVERT UNDER LAKELAND DRIVE, 18.4
 QP1465'FEET WEST OF A POWER POLE WITH AN ARC LIGHT AND 0.4 FOOT SOUTH OF A
 QP1465'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QP1465'STAMPED---14-2 1977---, IS SET IN THE TOP OF A MAGNETIC CONCRETE POST
 QP1465'THAT IS BURIED 9 INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1483 ***********************************************************************
 PQ1483  DESIGNATION -  14 29
 PQ1483  PID         -  PQ1483
 PQ1483  STATE/COUNTY-  MN/MEEKER
 PQ1483  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1483
 PQ1483                         *CURRENT SURVEY CONTROL
 PQ1483  ___________________________________________________________________
 PQ1483* NAD 83(1986)-  44 59 42.     (N)    094 28 50.     (W)     SCALED    
 PQ1483* NAVD 88     -       338.579  (meters)    1110.82   (feet)  ADJUSTED  
 PQ1483  ___________________________________________________________________
 PQ1483  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 PQ1483  DYNAMIC HT  -         338.556 (meters)    1110.75  (feet)  COMP
 PQ1483  MODELED GRAV-     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
 PQ1483.and adjusted by the National Geodetic Survey in June 1995..
 PQ1483
 PQ1483.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1693 ***********************************************************************
 QP1693  DESIGNATION -  14 3
 QP1693  PID         -  QP1693
 QP1693  STATE/COUNTY-  MN/KANDIYOHI
 QP1693  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1693
 QP1693                         *CURRENT SURVEY CONTROL
 QP1693  ___________________________________________________________________
 QP1693* NAD 83(1986)-  45 07 46.     (N)    095 00 05.     (W)     SCALED    
 QP1693* NAVD 88     -       363.627  (meters)    1193.00   (feet)  ADJUSTED  
 QP1693  ___________________________________________________________________
 QP1693  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP1693  DYNAMIC HT  -         363.599 (meters)    1192.91  (feet)  COMP
 QP1693  MODELED GRAV-     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
 QP1693.and adjusted by the National Geodetic Survey in June 1991..
 QP1693
 QP1693.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 QP1693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 QO0066 ***********************************************************************
 QO0066  DESIGNATION -  14 A
 QO0066  PID         -  QO0066
 QO0066  STATE/COUNTY-  MN/WASHINGTON
 QO0066  USGS QUAD   -  STILLWATER (1993)
 QO0066
 QO0066                         *CURRENT SURVEY CONTROL
 QO0066  ___________________________________________________________________
 QO0066* NAD 83(1986)-  45 00 36.     (N)    092 49 38.     (W)     SCALED    
 QO0066* NAVD 88     -       284.171  (meters)     932.32   (feet)  ADJUSTED  
 QO0066  ___________________________________________________________________
 QO0066  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 QO0066  DYNAMIC HT  -         284.160 (meters)     932.28  (feet)  COMP
 QO0066  MODELED GRAV-     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
 QO0066.and adjusted by the National Geodetic Survey in June 1991..
 QO0066
 QO0066.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO0065 ***********************************************************************
 QO0065  DESIGNATION -  14 B
 QO0065  PID         -  QO0065
 QO0065  STATE/COUNTY-  MN/WASHINGTON
 QO0065  USGS QUAD   -  STILLWATER (1993)
 QO0065
 QO0065                         *CURRENT SURVEY CONTROL
 QO0065  ___________________________________________________________________
 QO0065* NAD 83(1986)-  45 00 00.     (N)    092 50 50.     (W)     SCALED    
 QO0065* NAVD 88     -       288.036  (meters)     945.00   (feet)  ADJUSTED  
 QO0065  ___________________________________________________________________
 QO0065  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 QO0065  DYNAMIC HT  -         288.025 (meters)     944.96  (feet)  COMP
 QO0065  MODELED GRAV-     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
 QO0065.and adjusted by the National Geodetic Survey in June 1991..
 QO0065
 QO0065.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO0064 ***********************************************************************
 QO0064  DESIGNATION -  14 C
 QO0064  PID         -  QO0064
 QO0064  STATE/COUNTY-  MN/WASHINGTON
 QO0064  USGS QUAD   -  STILLWATER (1993)
 QO0064
 QO0064                         *CURRENT SURVEY CONTROL
 QO0064  ___________________________________________________________________
 QO0064* NAD 83(1986)-  45 00 00.     (N)    092 51 54.     (W)     SCALED    
 QO0064* NAVD 88     -       281.834  (meters)     924.65   (feet)  ADJUSTED  
 QO0064  ___________________________________________________________________
 QO0064  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 QO0064  DYNAMIC HT  -         281.824 (meters)     924.62  (feet)  COMP
 QO0064  MODELED GRAV-     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
 QO0064.and adjusted by the National Geodetic Survey in June 1991..
 QO0064
 QO0064.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN0462 ***********************************************************************
 RN0462  DESIGNATION -  14 CAP
 RN0462  PID         -  RN0462
 RN0462  STATE/COUNTY-  MN/PINE
 RN0462  USGS QUAD   -  FINLAYSON (1981)
 RN0462
 RN0462                         *CURRENT SURVEY CONTROL
 RN0462  ___________________________________________________________________
 RN0462* NAD 83(1986)-  46 09 05.     (N)    092 55 19.     (W)     SCALED    
 RN0462* NAVD 88     -       345.490  (meters)    1133.50   (feet)  ADJUSTED  
 RN0462  ___________________________________________________________________
 RN0462  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 RN0462  DYNAMIC HT  -         345.498 (meters)    1133.52  (feet)  COMP
 RN0462  MODELED GRAV-     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
 RN0462.and adjusted by the National Geodetic Survey in June 1991..
 RN0462
 RN0462.The geoid height was determined by GEOID03.
 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_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_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0462
 RN0462  HISTORY     - Date     Condition        Report By
 RN0462  HISTORY     - UNK      MONUMENTED       MRC
 RN0462  HISTORY     - 1935     GOOD             NGS
 RN0462  HISTORY     - 1954     MARK NOT FOUND   USGS
 RN0462
 RN0462                          STATION DESCRIPTION
 RN0462
 RN0462'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0053 ***********************************************************************
 SK0053  DESIGNATION -  14 CEH
 SK0053  PID         -  SK0053
 SK0053  STATE/COUNTY-  MN/KOOCHICHING
 SK0053  USGS QUAD   -  NORTHOME SOUTH (1996)
 SK0053
 SK0053                         *CURRENT SURVEY CONTROL
 SK0053  ___________________________________________________________________
 SK0053* NAD 83(1986)-  47 51 30.     (N)    094 16 31.     (W)     SCALED    
 SK0053* NAVD 88     -       445.190  (meters)    1460.59   (feet)  ADJUSTED  
 SK0053  ___________________________________________________________________
 SK0053  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 SK0053  DYNAMIC HT  -         445.260 (meters)    1460.82  (feet)  COMP
 SK0053  MODELED GRAV-     980,756.4   (mgal)                       NAVD 88
 SK0053
 SK0053  VERT ORDER  -  SECOND    CLASS I
 SK0053
 SK0053.The horizontal coordinates were scaled from a topographic map and have
 SK0053.an estimated accuracy of +/- 6 seconds.
 SK0053
 SK0053.The orthometric height was determined by differential leveling
 SK0053.and adjusted by the National Geodetic Survey in September 2006..
 SK0053
 SK0053.The geoid height was determined by GEOID03.
 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     -   251,680.      712,070.      MT  (+/- 180 meters Scaled)
 SK0053
 SK0053                          SUPERSEDED SURVEY CONTROL
 SK0053
 SK0053  NAVD 88 (06/15/91)  445.172  (m)         1460.54   (f) UNKNOWN     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: 15TVP046013(NAD 83)
 SK0053_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 SK0692 ***********************************************************************
 SK0692  DESIGNATION -  14 CER
 SK0692  PID         -  SK0692
 SK0692  STATE/COUNTY-  MN/CLEARWATER
 SK0692  USGS QUAD   -  CLEARBROOK (1969)
 SK0692
 SK0692                         *CURRENT SURVEY CONTROL
 SK0692  ___________________________________________________________________
 SK0692* NAD 83(1996)-  47 41 16.87422(N)    095 25 49.54759(W)     ADJUSTED  
 SK0692* NAVD 88     -       412.619  (meters)    1353.73   (feet)  ADJUSTED  
 SK0692  ___________________________________________________________________
 SK0692  X           -    -407,099.421 (meters)                     COMP
 SK0692  Y           -  -4,282,385.365 (meters)                     COMP
 SK0692  Z           -   4,693,880.144 (meters)                     COMP
 SK0692  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 SK0692  ELLIP HEIGHT-         385.10  (meters)          (08/20/03) GPS OBS
 SK0692  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 SK0692  DYNAMIC HT  -         412.676 (meters)    1353.92  (feet)  COMP
 SK0692  MODELED GRAV-     980,736.9   (mgal)                       NAVD 88
 SK0692
 SK0692  HORZ ORDER  -  FIRST
 SK0692  VERT ORDER  -  SECOND    CLASS 0
 SK0692  ELLP ORDER  -  THIRD     CLASS II
 SK0692
 SK0692.The horizontal coordinates were established by GPS observations
 SK0692.and adjusted by the MN DEPT OF TRANSP in August 2003..
 SK0692
 SK0692.The orthometric height was determined by differential leveling
 SK0692.and adjusted by the National Geodetic Survey in June 1991..
 SK0692
 SK0692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0692
 SK0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK0692
 SK0692.The ellipsoidal height was determined by GPS observations
 SK0692.and is referenced to NAD 83.
 SK0692
 SK0692.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0692;SPC MN N     -   234,712.725   625,087.848   MT  0.99990611   -1 43 38.5
 SK0692;UTM  15      - 5,284,487.339   317,615.556   MT  1.00000878   -1 47 52.0
 SK0692
 SK0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0692!SPC MN N     -   0.99993964  x   0.99990611  =   0.99984576
 SK0692!UTM  15      -   0.99993964  x   1.00000878  =   0.99994842
 SK0692
 SK0692:                Primary Azimuth Mark                     Grid Az
 SK0692:SPC MN N     -  ROOK                                     182 44 15.2
 SK0692:UTM  15      -  ROOK                                     182 48 28.7
 SK0692
 SK0692|---------------------------------------------------------------------|
 SK0692| PID    Reference Object                     Distance      Geod. Az  |
 SK0692|                                                           dddmmss.s |
 SK0692| DF7312 ROOK                                APPROX. 0.6 KM 1810036.7 |
 SK0692|---------------------------------------------------------------------|
 SK0692
 SK0692                          SUPERSEDED SURVEY CONTROL
 SK0692
 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: 15TUN1761684487(NAD 83)
 SK0692_MARKER: DD = SURVEY DISK
 SK0692_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK0692_SP_SET: COPPER-CLAD STEEL ROD
 SK0692_STAMPING: 14 CER 1967 1353
 SK0692_MARK LOGO: MNDT  
 SK0692_PROJECTION: FLUSH
 SK0692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0692+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 SK0692_ROD/PIPE-DEPTH:  4.6 meters
 SK0692
 SK0692  HISTORY     - Date     Condition        Report By
 SK0692  HISTORY     - 1967     MONUMENTED       MNDT
 SK0692  HISTORY     - 20020401 GOOD             MNDT
 SK0692  HISTORY     - 20020827 GOOD             MNDT
 SK0692
 SK0692                          STATION DESCRIPTION
 SK0692
 SK0692'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0693 ***********************************************************************
 SK0693  DESIGNATION -  14 CER A TBM
 SK0693  PID         -  SK0693
 SK0693  STATE/COUNTY-  MN/CLEARWATER
 SK0693  USGS QUAD   -  CLEARBROOK (1969)
 SK0693
 SK0693                         *CURRENT SURVEY CONTROL
 SK0693  ___________________________________________________________________
 SK0693* NAD 83(1986)-  47 41 39.     (N)    095 25 52.     (W)     SCALED    
 SK0693* NAVD 88     -       407.793  (meters)    1337.90   (feet)  ADJUSTED  
 SK0693  ___________________________________________________________________
 SK0693  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 SK0693  DYNAMIC HT  -         407.849 (meters)    1338.08  (feet)  COMP
 SK0693  MODELED GRAV-     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
 SK0693.and adjusted by the National Geodetic Survey in June 1991..
 SK0693
 SK0693.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 SK0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0693_SP_SET: IN METAL CULVERT
 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 = OCTOBER  6, 2006
 SK0694 ***********************************************************************
 SK0694  DESIGNATION -  14 CER B TBM
 SK0694  PID         -  SK0694
 SK0694  STATE/COUNTY-  MN/CLEARWATER
 SK0694  USGS QUAD   -  CLEARBROOK (1969)
 SK0694
 SK0694                         *CURRENT SURVEY CONTROL
 SK0694  ___________________________________________________________________
 SK0694* NAD 83(1986)-  47 42 08.     (N)    095 26 42.     (W)     SCALED    
 SK0694* NAVD 88     -       404.189  (meters)    1326.08   (feet)  ADJUSTED  
 SK0694  ___________________________________________________________________
 SK0694  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 SK0694  DYNAMIC HT  -         404.246 (meters)    1326.26  (feet)  COMP
 SK0694  MODELED GRAV-     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
 SK0694.and adjusted by the National Geodetic Survey in June 1991..
 SK0694
 SK0694.The geoid height was determined by GEOID03.
 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: 15TUN165861(NAD 83)
 SK0694_MARKER: Z = SEE DESCRIPTION
 SK0694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0694_SP_SET: IN METAL CULVERT
 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 = OCTOBER  6, 2006
 SK0691 ***********************************************************************
 SK0691  DESIGNATION -  14 CER RM
 SK0691  PID         -  SK0691
 SK0691  STATE/COUNTY-  MN/CLEARWATER
 SK0691  USGS QUAD   -  CLEARBROOK (1969)
 SK0691
 SK0691                         *CURRENT SURVEY CONTROL
 SK0691  ___________________________________________________________________
 SK0691* NAD 83(1986)-  47 41 17.     (N)    095 25 51.     (W)     SCALED    
 SK0691* NAVD 88     -       411.975  (meters)    1351.62   (feet)  ADJUSTED  
 SK0691  ___________________________________________________________________
 SK0691  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 SK0691  DYNAMIC HT  -         412.032 (meters)    1351.81  (feet)  COMP
 SK0691  MODELED GRAV-     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
 SK0691.and adjusted by the National Geodetic Survey in June 1991..
 SK0691
 SK0691.The geoid height was determined by GEOID03.
 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_MARKER: Q = CHISELED SQUARE
 SK0691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0691_SP_SET: ON TOP OF CONCRETE CULVERT
 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 = OCTOBER  6, 2006
 SK0644 ***********************************************************************
 SK0644  DESIGNATION -  14 CLC
 SK0644  PID         -  SK0644
 SK0644  STATE/COUNTY-  MN/POLK
 SK0644  USGS QUAD   -  MC INTOSH (1982)
 SK0644
 SK0644                         *CURRENT SURVEY CONTROL
 SK0644  ___________________________________________________________________
 SK0644* NAD 83(1986)-  47 42 06.     (N)    095 52 48.     (W)     SCALED    
 SK0644* NAVD 88     -       378.377  (meters)    1241.39   (feet)  ADJUSTED  
 SK0644  ___________________________________________________________________
 SK0644  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 SK0644  DYNAMIC HT  -         378.429 (meters)    1241.56  (feet)  COMP
 SK0644  MODELED GRAV-     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
 SK0644.and adjusted by the National Geodetic Survey in June 1991..
 SK0644
 SK0644.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0645 ***********************************************************************
 SK0645  DESIGNATION -  14 CLC A TBM
 SK0645  PID         -  SK0645
 SK0645  STATE/COUNTY-  MN/POLK
 SK0645  USGS QUAD   -  MC INTOSH (1982)
 SK0645
 SK0645                         *CURRENT SURVEY CONTROL
 SK0645  ___________________________________________________________________
 SK0645* NAD 83(1986)-  47 43 06.     (N)    095 52 51.     (W)     SCALED    
 SK0645* NAVD 88     -       375.286  (meters)    1231.25   (feet)  ADJUSTED  
 SK0645  ___________________________________________________________________
 SK0645  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 SK0645  DYNAMIC HT  -         375.342 (meters)    1231.43  (feet)  COMP
 SK0645  MODELED GRAV-     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
 SK0645.and adjusted by the National Geodetic Survey in June 1991..
 SK0645
 SK0645.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0643 ***********************************************************************
 SK0643  DESIGNATION -  14 CLC RM
 SK0643  PID         -  SK0643
 SK0643  STATE/COUNTY-  MN/POLK
 SK0643  USGS QUAD   -  MC INTOSH (1982)
 SK0643
 SK0643                         *CURRENT SURVEY CONTROL
 SK0643  ___________________________________________________________________
 SK0643* NAD 83(1986)-  47 42 02.     (N)    095 52 49.     (W)     SCALED    
 SK0643* NAVD 88     -       376.952  (meters)    1236.72   (feet)  ADJUSTED  
 SK0643  ___________________________________________________________________
 SK0643  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 SK0643  DYNAMIC HT  -         377.004 (meters)    1236.89  (feet)  COMP
 SK0643  MODELED GRAV-     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
 SK0643.and adjusted by the National Geodetic Survey in June 1991..
 SK0643
 SK0643.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP0750 ***********************************************************************
 PP0750  DESIGNATION -  14 D
 PP0750  PID         -  PP0750
 PP0750  STATE/COUNTY-  MN/WASHINGTON
 PP0750  USGS QUAD   -  HUDSON (1993)
 PP0750
 PP0750                         *CURRENT SURVEY CONTROL
 PP0750  ___________________________________________________________________
 PP0750* NAD 83(1986)-  44 59 59.     (N)    092 52 24.     (W)     SCALED    
 PP0750* NAVD 88     -       283.151  (meters)     928.97   (feet)  ADJUSTED  
 PP0750  ___________________________________________________________________
 PP0750  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 PP0750  DYNAMIC HT  -         283.141 (meters)     928.94  (feet)  COMP
 PP0750  MODELED GRAV-     980,575.2   (mgal)                       NAVD 88
 PP0750
 PP0750  VERT ORDER  -  SECOND    CLASS 0
 PP0750
 PP0750.The horizontal coordinates were scaled from a topographic map and have
 PP0750.an estimated accuracy of +/- 6 seconds.
 PP0750
 PP0750.The orthometric height was determined by differential leveling
 PP0750.and adjusted by the National Geodetic Survey in June 1991..
 PP0750
 PP0750.The geoid height was determined by GEOID03.
 PP0750
 PP0750.The dynamic height is computed by dividing the NAVD 88
 PP0750.geopotential number by the normal gravity value computed on the
 PP0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0750.degrees latitude (g = 980.6199 gals.).
 PP0750
 PP0750.The modeled gravity was interpolated from observed gravity values.
 PP0750
 PP0750;                    North         East    Units  Estimated Accuracy
 PP0750;SPC MN S     -   322,810.      888,830.      MT  (+/- 180 meters Scaled)
 PP0750
 PP0750                          SUPERSEDED SURVEY CONTROL
 PP0750
 PP0750  NGVD 29 (??/??/92)  283.115  (m)          928.85   (f) ADJ UNCH    2 0
 PP0750
 PP0750.Superseded values are not recommended for survey control.
 PP0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0750.See file dsdata.txt to determine how the superseded data were derived.
 PP0750
 PP0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK099829(NAD 83)
 PP0750_MARKER: B = BOLT
 PP0750_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0750_SP_SET: SIGNAL BASE
 PP0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0750
 PP0750  HISTORY     - Date     Condition        Report By
 PP0750  HISTORY     - UNK      MONUMENTED       MNHD
 PP0750  HISTORY     - 1968     GOOD             MNDT
 PP0750  HISTORY     - 1980     MARK NOT FOUND   NGS
 PP0750
 PP0750                          STATION DESCRIPTION
 PP0750
 PP0750'DESCRIBED BY MN DEPT OF TRANSP 1968
 PP0750'LAKE ELMO.
 PP0750'MARK IS LOCATED NEAR THE CENTER OF SECTION 13, T29N, R21W AT THE EAST
 PP0750'EDGE OF LAKE ELMO ALONG THE CHICAGO NORTH WESTERN RAILROAD.  MARK IS
 PP0750'THE TOP OF THE SOUTHEAST BOLT ON THE BASE OF AN ABANDON RAILROAD
 PP0750'SIGNAL.  MARK IS 9 FEET SOUTH OF THE SOUTH RAIL, 125 FEET WEST OF THE
 PP0750'CENTERLINE OF A FARM ENTRANCE AND 15 FEET EAST OF A SWITCH TRACK.
 PP0750
 PP0750                          STATION RECOVERY (1980)
 PP0750
 PP0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PP0750'NOT RECOVERED, RAILROAD SIGNAL BASE FOUND GRADED OUT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6830 ***********************************************************************
 DF6830  DESIGNATION -  14 ERS
 DF6830  PID         -  DF6830
 DF6830  STATE/COUNTY-  MN/WRIGHT
 DF6830  USGS QUAD   -  CLEARWATER (1991)
 DF6830
 DF6830                         *CURRENT SURVEY CONTROL
 DF6830  ___________________________________________________________________
 DF6830* NAD 83(1996)-  45 22 59.55926(N)    094 03 59.11827(W)     ADJUSTED  
 DF6830* NAVD 88     -       308.963  (meters)    1013.66   (feet)  ADJUSTED  
 DF6830  ___________________________________________________________________
 DF6830  X           -    -318,226.776 (meters)                     COMP
 DF6830  Y           -  -4,476,276.250 (meters)                     COMP
 DF6830  Z           -   4,517,562.417 (meters)                     COMP
 DF6830  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 DF6830  ELLIP HEIGHT-         281.58  (meters)          (08/04/03) GPS OBS
 DF6830  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DF6830  DYNAMIC HT  -         308.947 (meters)    1013.60  (feet)  COMP
 DF6830  MODELED GRAV-     980,557.3   (mgal)                       NAVD 88
 DF6830
 DF6830  HORZ ORDER  -  FIRST
 DF6830  VERT ORDER  -  SECOND    CLASS I
 DF6830  ELLP ORDER  -  THIRD     CLASS II
 DF6830
 DF6830.The horizontal coordinates were established by GPS observations
 DF6830.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6830
 DF6830.The orthometric height was determined by differential leveling
 DF6830.and adjusted by the National Geodetic Survey in December 2004..
 DF6830
 DF6830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6830
 DF6830.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6830
 DF6830.The ellipsoidal height was determined by GPS observations
 DF6830.and is referenced to NAD 83.
 DF6830
 DF6830.The geoid height was determined by GEOID03.
 DF6830
 DF6830.The dynamic height is computed by dividing the NAVD 88
 DF6830.geopotential number by the normal gravity value computed on the
 DF6830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6830.degrees latitude (g = 980.6199 gals.).
 DF6830
 DF6830.The modeled gravity was interpolated from observed gravity values.
 DF6830
 DF6830;                    North         East     Units Scale Factor Converg.
 DF6830;SPC MN S     -   364,817.084   794,797.673   MT  1.00004066   -0 02 47.6
 DF6830;UTM  15      - 5,026,074.800   416,511.865   MT  0.99968570   -0 45 32.9
 DF6830
 DF6830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6830!SPC MN S     -   0.99995586  x   1.00004066  =   0.99999651
 DF6830!UTM  15      -   0.99995586  x   0.99968570  =   0.99964157
 DF6830
 DF6830                          SUPERSEDED SURVEY CONTROL
 DF6830
 DF6830  NAVD 88 (08/04/03)  308.96   (m)         1013.6    (f) LEVELING    3  
 DF6830
 DF6830.Superseded values are not recommended for survey control.
 DF6830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6830.See file dsdata.txt to determine how the superseded data were derived.
 DF6830
 DF6830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1651226075(NAD 83)
 DF6830_MARKER: DB = BENCH MARK DISK
 DF6830_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6830_STAMPING: 14 ERS TT 1950 1013
 DF6830_MARK LOGO: USGS  
 DF6830_PROJECTION: PROJECTING 8 CENTIMETERS
 DF6830_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6830+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 DF6830
 DF6830  HISTORY     - Date     Condition        Report By
 DF6830  HISTORY     - 1950     MONUMENTED       USGS
 DF6830  HISTORY     - 1996     GOOD             MNDT
 DF6830  HISTORY     - 19960430 GOOD             MNDT
 DF6830
 DF6830                          STATION DESCRIPTION
 DF6830
 DF6830'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 DF6830'THE MARK IS LOCATED 3 MI (4.8 KM) SOUTH AND 0.5 MI (0.8 KM) WEST OF
 DF6830'CLEARWATER, 2.0 MI (3.2 KM)
 DF6830'SOUTH ALONG TH 24 FROM JCT OF TH 24 AND FAI 94 IN CLEARWATER, AT TH 24
 DF6830'MP 41.95, 267 FT (81.4
 DF6830'M) SOUTH OF JCT OF CO RD 104 AND CO RD 40, 36 FT (11.0 M) EAST OF TH
 DF6830'24, 2 FT (0.6 M) NORTH OF
 DF6830'P-POLE, 1.5 FT (0.5 M) SOUTH OF WIT POST, STA FLUSH.
 DF6830' 
 DF6830'
 DF6830
 DF6830                          STATION RECOVERY (1996)
 DF6830
 DF6830'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 DF6830'THE MARK IS LOCATED 3 MI (4.8 KM) SOUTH AND 0.5 MI (0.8 KM) WEST OF
 DF6830'CLEARWATER, 2.0 MI (3.2 KM) SOUTH ALONG TH 24 FROM JCT OF TH 24 AND
 DF6830'FAI 94 IN CLEARWATER, AT TH 24 MP 41.95, 267 FT (81.4 M) SOUTH OF JCT
 DF6830'OF CO RD 104 AND CO RD 40, 36 FT (11.0 M) EAST OF TH 24, 2 FT (0.6 M)
 DF6830'NORTH OF P-POLE, 1.5 FT (0.5 M) SOUTH OF WIT POST, STA FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3340 ***********************************************************************
 PP3340  DESIGNATION -  14 ES
 PP3340  PID         -  PP3340
 PP3340  STATE/COUNTY-  MN/DAKOTA
 PP3340  USGS QUAD   -  FARMINGTON (1993)
 PP3340
 PP3340                         *CURRENT SURVEY CONTROL
 PP3340  ___________________________________________________________________
 PP3340* NAD 83(1986)-  44 38 56.     (N)    093 14 39.     (W)     SCALED    
 PP3340* NAVD 88     -       296.806  (meters)     973.77   (feet)  ADJUSTED  
 PP3340  ___________________________________________________________________
 PP3340  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 PP3340  DYNAMIC HT  -         296.781 (meters)     973.69  (feet)  COMP
 PP3340  MODELED GRAV-     980,524.2   (mgal)                       NAVD 88
 PP3340
 PP3340  VERT ORDER  -  SECOND    CLASS I
 PP3340
 PP3340.The horizontal coordinates were scaled from a topographic map and have
 PP3340.an estimated accuracy of +/- 6 seconds.
 PP3340
 PP3340.The orthometric height was determined by differential leveling
 PP3340.and adjusted by the National Geodetic Survey in June 1995..
 PP3340
 PP3340.The geoid height was determined by GEOID03.
 PP3340
 PP3340.The dynamic height is computed by dividing the NAVD 88
 PP3340.geopotential number by the normal gravity value computed on the
 PP3340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3340.degrees latitude (g = 980.6199 gals.).
 PP3340
 PP3340.The modeled gravity was interpolated from observed gravity values.
 PP3340
 PP3340;                    North         East    Units  Estimated Accuracy
 PP3340;SPC MN S     -   283,490.      859,950.      MT  (+/- 180 meters Scaled)
 PP3340
 PP3340                          SUPERSEDED SURVEY CONTROL
 PP3340
 PP3340.No superseded survey control is available for this station.
 PP3340
 PP3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK806439(NAD 83)
 PP3340_MARKER: DB = BENCH MARK DISK
 PP3340_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PP3340+WITH SETTING: PAVEMENT
 PP3340_SP_SET: CONCRETE BASE
 PP3340_STAMPING: 14 ES 1955
 PP3340_MARK LOGO: USGS  
 PP3340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3340+STABILITY: SURFACE MOTION
 PP3340
 PP3340  HISTORY     - Date     Condition        Report By
 PP3340  HISTORY     - 1955     MONUMENTED       USGS
 PP3340  HISTORY     - 1985     GOOD             MNDT
 PP3340
 PP3340                          STATION DESCRIPTION
 PP3340
 PP3340'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3340'IN LAKEVILLE.
 PP3340'THE MARK IS LOCATED IN THE CITY OF LAKEVILLE AT THE CITY WATER TANK
 PP3340'IN THE SOUTHEAST 1/4 OF SECTION 29, T141N, R20W, IN THE NOTRHWEST
 PP3340'QUADRANT OF THE INTERSECTION OF 208TH STREET AND HOWLAND AVENUE WEST.
 PP3340'THE MARK, A STANDARD USGS BENCH MARK DISK STAMPED---14 ES 1955---, IS
 PP3340'SET IN THE SOUTHWEST CORNER OF THE CONCRETE BASE OF THE STANDPIPE,
 PP3340'ABOUT 1 FOOT ABOVE THE STREET LEVEL AND 1 FOOT HIGHER THAN THE
 PP3340'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9568 ***********************************************************************
 DE9568  DESIGNATION -  14 MC
 DE9568  PID         -  DE9568
 DE9568  STATE/COUNTY-  MN/NOBLES
 DE9568  USGS QUAD   -  ADRIAN NE (1967)
 DE9568
 DE9568                         *CURRENT SURVEY CONTROL
 DE9568  ___________________________________________________________________
 DE9568* NAD 83(1996)-  43 42 53.17950(N)    095 45 10.78730(W)     ADJUSTED  
 DE9568* NAVD 88     -       514.0    (meters)    1686.     (feet)  GPS OBS   
 DE9568  ___________________________________________________________________
 DE9568  X           -    -462,887.391 (meters)                     COMP
 DE9568  Y           -  -4,594,528.250 (meters)                     COMP
 DE9568  Z           -   4,385,576.932 (meters)                     COMP
 DE9568  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 DE9568  ELLIP HEIGHT-         487.64  (meters)          (01/17/03) GPS OBS
 DE9568  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 DE9568
 DE9568  HORZ ORDER  -  FIRST
 DE9568  ELLP ORDER  -  THIRD     CLASS I
 DE9568
 DE9568.The horizontal coordinates were established by GPS observations
 DE9568.and adjusted by the MN DEPT OF TRANSP in January 2003..
 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 DEFLEC99 derived deflections.
 DE9568
 DE9568.The ellipsoidal height was determined by GPS observations
 DE9568.and is referenced to NAD 83.
 DE9568
 DE9568.The geoid height was determined by GEOID03.
 DE9568
 DE9568;                    North         East     Units Scale Factor Converg.
 DE9568;SPC MN S     -   180,935.740   658,735.641   MT  1.00001556   -1 13 43.4
 DE9568;UTM  15      - 4,843,877.526   278,222.369   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  =   1.00012854
 DE9568
 DE9568                          SUPERSEDED SURVEY CONTROL
 DE9568
 DE9568.No superseded survey control is available for this station.
 DE9568
 DE9568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7822243878(NAD 83)
 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 = OCTOBER  6, 2006
 SK0270 ***********************************************************************
 SK0270  DESIGNATION -  14 WGW
 SK0270  PID         -  SK0270
 SK0270  STATE/COUNTY-  MN/HUBBARD
 SK0270  USGS QUAD   -  LAPORTE (1972)
 SK0270
 SK0270                         *CURRENT SURVEY CONTROL
 SK0270  ___________________________________________________________________
 SK0270* NAD 83(1986)-  47 13 03.     (N)    094 48 46.     (W)     SCALED    
 SK0270* NAVD 88     -       406.286  (meters)    1332.96   (feet)  ADJUSTED  
 SK0270  ___________________________________________________________________
 SK0270  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 SK0270  DYNAMIC HT  -         406.326 (meters)    1333.09  (feet)  COMP
 SK0270  MODELED GRAV-     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
 SK0270.and adjusted by the National Geodetic Survey in June 1991..
 SK0270
 SK0270.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 SK0270_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SK0270_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SK0270_STAMPING: 14 WGW 1972
 SK0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0270
 SK0270  HISTORY     - Date     Condition        Report By
 SK0270  HISTORY     - 1972     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ2189 ***********************************************************************
 SJ2189  DESIGNATION -  14 WR
 SJ2189  PID         -  SJ2189
 SJ2189  STATE/COUNTY-  MN/ST LOUIS
 SJ2189  USGS QUAD   -  CASCO (1969)
 SJ2189
 SJ2189                         *CURRENT SURVEY CONTROL
 SJ2189  ___________________________________________________________________
 SJ2189* NAD 83(1996)-  47 22 19.60732(N)    092 38 56.61121(W)     ADJUSTED  
 SJ2189* NAVD 88     -       408.42   (+/-2cm)    1340.0    (feet)  VERTCON   
 SJ2189  ___________________________________________________________________
 SJ2189  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 SJ2189  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 SJ2189
 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.The vertical order pertains to the NGVD 29 superseded value.
 SJ2189
 SJ2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 SJ2189
 SJ2189.The geoid height was determined by GEOID03.
 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;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     -   0.99994067  x   0.99993531  =   0.99987599
 SJ2189!UTM  15      -   0.99994067  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: 15TWN2649546577(NAD 83)
 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 = OCTOBER  6, 2006
 RN1699 ***********************************************************************
 RN1699  DESIGNATION -  140
 RN1699  PID         -  RN1699
 RN1699  STATE/COUNTY-  MN/ST LOUIS
 RN1699  USGS QUAD   -  WEST DULUTH (1993)
 RN1699
 RN1699                         *CURRENT SURVEY CONTROL
 RN1699  ___________________________________________________________________
 RN1699* NAD 83(1996)-  46 41 17.31050(N)    092 11 17.30551(W)     ADJUSTED  
 RN1699* NAVD 88     -       194.5    (meters)     638.     (feet)  VERTCON   
 RN1699  ___________________________________________________________________
 RN1699  X           -    -167,350.738 (meters)                     COMP
 RN1699  Y           -  -4,379,896.660 (meters)                     COMP
 RN1699  Z           -   4,618,173.322 (meters)                     COMP
 RN1699  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 RN1699  ELLIP HEIGHT-         166.76  (meters)          (03/16/99) GPS OBS
 RN1699  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 RN1699
 RN1699  HORZ ORDER  -  SECOND
 RN1699  ELLP ORDER  -  FOURTH    CLASS I
 RN1699
 RN1699.The horizontal coordinates were established by GPS observations
 RN1699.and adjusted by the National Geodetic Survey in March 1999..
 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 DEFLEC99 derived deflections.
 RN1699
 RN1699.The ellipsoidal height was determined by GPS observations
 RN1699.and is referenced to NAD 83.
 RN1699
 RN1699.The geoid height was determined by GEOID03.
 RN1699
 RN1699;                    North         East     Units Scale Factor Converg.
 RN1699;SPC MN N     -   121,328.692   869,760.332   MT  1.00010123   +0 40 33.2
 RN1699;SPC WI N     -   171,414.501   432,636.362   MT  0.99998659   -1 34 42.5
 RN1699;SPC WI N     -   562,382.41  1,419,407.80   sFT  0.99998659   -1 34 42.5
 RN1699;UTM  15      - 5,170,829.430   562,080.187   MT  0.99964737   +0 35 26.7
 RN1699
 RN1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1699!SPC MN N     -   0.99997386  x   1.00010123  =   1.00007509
 RN1699!SPC WI N     -   0.99997386  x   0.99998659  =   0.99996045
 RN1699!UTM  15      -   0.99997386  x   0.99964737  =   0.99962124
 RN1699
 RN1699                          SUPERSEDED SURVEY CONTROL
 RN1699
 RN1699  NAD 83(1996)-  46 41 17.31086(N)    092 11 17.30482(W) AD(       ) 2
 RN1699  ELLIP H (11/21/91)  166.69   (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)          638.     (f) 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_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 = OCTOBER  6, 2006
 RP0289 ***********************************************************************
 RP0289  DESIGNATION -  1401 1
 RP0289  PID         -  RP0289
 RP0289  STATE/COUNTY-  MN/CLAY
 RP0289  USGS QUAD   -  GLYNDON NORTH (1964)
 RP0289
 RP0289                         *CURRENT SURVEY CONTROL
 RP0289  ___________________________________________________________________
 RP0289* NAD 83(1986)-  46 52 39.     (N)    096 30 16.     (W)     SCALED    
 RP0289* NAVD 88     -       286.762  (meters)     940.82   (feet)  ADJUSTED  
 RP0289  ___________________________________________________________________
 RP0289  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 RP0289  DYNAMIC HT  -         286.783 (meters)     940.89  (feet)  COMP
 RP0289  MODELED GRAV-     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
 RP0289.and adjusted by the National Geodetic Survey in June 1991..
 RP0289
 RP0289.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RP0048 ***********************************************************************
 RP0048  DESIGNATION -  1401 2
 RP0048  PID         -  RP0048
 RP0048  STATE/COUNTY-  MN/CLAY
 RP0048  USGS QUAD   -  HAWLEY NW (1966)
 RP0048
 RP0048                         *CURRENT SURVEY CONTROL
 RP0048  ___________________________________________________________________
 RP0048* NAD 83(1986)-  46 52 34.     (N)    096 28 25.     (W)     SCALED    
 RP0048* NAVD 88     -       298.942  (meters)     980.78   (feet)  ADJUSTED  
 RP0048  ___________________________________________________________________
 RP0048  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 RP0048  DYNAMIC HT  -         298.963 (meters)     980.85  (feet)  COMP
 RP0048  MODELED GRAV-     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
 RP0048.and adjusted by the National Geodetic Survey in June 1991..
 RP0048
 RP0048.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF8007 ***********************************************************************
 DF8007  DESIGNATION -  1401 A
 DF8007  PID         -  DF8007
 DF8007  STATE/COUNTY-  MN/CLAY
 DF8007  USGS QUAD   -  DILWORTH (1976)
 DF8007
 DF8007                         *CURRENT SURVEY CONTROL
 DF8007  ___________________________________________________________________
 DF8007* NAD 83(1986)-  46 52 36.     (N)    096 41 36.     (W)     SCALED    
 DF8007* NAVD 88     -       277.107  (meters)     909.14   (feet)  ADJUSTED  
 DF8007  ___________________________________________________________________
 DF8007  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DF8007  DYNAMIC HT  -         277.132 (meters)     909.22  (feet)  COMP
 DF8007  MODELED GRAV-     980,696.2   (mgal)                       NAVD 88
 DF8007
 DF8007  VERT ORDER  -  SECOND    CLASS I
 DF8007
 DF8007.The horizontal coordinates were scaled from a topographic map and have
 DF8007.an estimated accuracy of +/- 6 seconds.
 DF8007
 DF8007.The orthometric height was determined by differential leveling
 DF8007.and adjusted by the National Geodetic Survey in April 2004..
 DF8007
 DF8007.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF8007;SPC MN C     -   311,460.      613,780.      MT  (+/- 180 meters Scaled)
 DF8007
 DF8007                          SUPERSEDED SURVEY CONTROL
 DF8007
 DF8007.No superseded survey control is available for this station.
 DF8007
 DF8007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS757940(NAD 83)
 DF8007_MARKER: DB = BENCH MARK DISK
 DF8007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8007_STAMPING: 1401 A 1950
 DF8007_MARK LOGO: MNHD  
 DF8007_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8007+STABILITY: SURFACE MOTION
 DF8007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8007+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1994
 DF8007
 DF8007  HISTORY     - Date     Condition        Report By
 DF8007  HISTORY     - 1950     MONUMENTED       MNHD
 DF8007  HISTORY     - 19940809 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0037 ***********************************************************************
 RP0037  DESIGNATION -  1401 A 1
 RP0037  PID         -  RP0037
 RP0037  STATE/COUNTY-  MN/CLAY
 RP0037  USGS QUAD   -  HAWLEY (1966)
 RP0037
 RP0037                         *CURRENT SURVEY CONTROL
 RP0037  ___________________________________________________________________
 RP0037* NAD 83(1986)-  46 52 34.     (N)    096 21 52.     (W)     SCALED    
 RP0037* NAVD 88     -       357.955  (meters)    1174.39   (feet)  ADJUSTED  
 RP0037  ___________________________________________________________________
 RP0037  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 RP0037  DYNAMIC HT  -         357.976 (meters)    1174.46  (feet)  COMP
 RP0037  MODELED GRAV-     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
 RP0037.and adjusted by the National Geodetic Survey in June 1991..
 RP0037
 RP0037.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 RP0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 RP0300 ***********************************************************************
 RP0300  DESIGNATION -  1401 AA
 RP0300  PID         -  RP0300
 RP0300  STATE/COUNTY-  MN/CLAY
 RP0300  USGS QUAD   -  GLYNDON NORTH (1964)
 RP0300
 RP0300                         *CURRENT SURVEY CONTROL
 RP0300  ___________________________________________________________________
 RP0300* NAD 83(1986)-  46 52 36.     (N)    096 33 51.     (W)     SCALED    
 RP0300* NAVD 88     -       280.427  (meters)     920.03   (feet)  ADJUSTED  
 RP0300  ___________________________________________________________________
 RP0300  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 RP0300  DYNAMIC HT  -         280.449 (meters)     920.11  (feet)  COMP
 RP0300  MODELED GRAV-     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
 RP0300.and adjusted by the National Geodetic Survey in June 1991..
 RP0300
 RP0300.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RP0297 ***********************************************************************
 RP0297  DESIGNATION -  1401 AB
 RP0297  PID         -  RP0297
 RP0297  STATE/COUNTY-  MN/CLAY
 RP0297  USGS QUAD   -  GLYNDON NORTH (1964)
 RP0297
 RP0297                         *CURRENT SURVEY CONTROL
 RP0297  ___________________________________________________________________
 RP0297* NAD 83(1986)-  46 52 36.     (N)    096 32 56.     (W)     SCALED    
 RP0297* NAVD 88     -       281.873  (meters)     924.78   (feet)  ADJUSTED  
 RP0297  ___________________________________________________________________
 RP0297  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 RP0297  DYNAMIC HT  -         281.895 (meters)     924.85  (feet)  COMP
 RP0297  MODELED GRAV-     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
 RP0297.and adjusted by the National Geodetic Survey in June 1991..
 RP0297
 RP0297.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RP0293 ***********************************************************************
 RP0293  DESIGNATION -  1401 AC
 RP0293  PID         -  RP0293
 RP0293  STATE/COUNTY-  MN/CLAY
 RP0293  USGS QUAD   -  GLYNDON NORTH (1964)
 RP0293
 RP0293                         *CURRENT SURVEY CONTROL
 RP0293  ___________________________________________________________________
 RP0293* NAD 83(1986)-  46 52 36.     (N)    096 31 37.     (W)     SCALED    
 RP0293* NAVD 88     -       283.642  (meters)     930.58   (feet)  ADJUSTED  
 RP0293  ___________________________________________________________________
 RP0293  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 RP0293  DYNAMIC HT  -         283.664 (meters)     930.65  (feet)  COMP
 RP0293  MODELED GRAV-     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
 RP0293.and adjusted by the National Geodetic Survey in June 1991..
 RP0293
 RP0293.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RP0050 ***********************************************************************
 RP0050  DESIGNATION -  1401 AE
 RP0050  PID         -  RP0050
 RP0050  STATE/COUNTY-  MN/CLAY
 RP0050  USGS QUAD   -  HAWLEY NW (1966)
 RP0050
 RP0050                         *CURRENT SURVEY CONTROL
 RP0050  ___________________________________________________________________
 RP0050* NAD 83(1986)-  46 52 37.     (N)    096 29 03.     (W)     SCALED    
 RP0050* NAVD 88     -       291.591  (meters)     956.66   (feet)  ADJUSTED  
 RP0050  ___________________________________________________________________
 RP0050  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 RP0050  DYNAMIC HT  -         291.612 (meters)     956.73  (feet)  COMP
 RP0050  MODELED GRAV-     980,680.5   (mgal)                       NAVD 88
 RP0050
 RP0050  VERT ORDER  -  SECOND    CLASS I
 RP0050
 RP0050.The horizontal coordinates were scaled from a topographic map and have
 RP0050.an estimated accuracy of +/- 6 seconds.
 RP0050
 RP0050.The orthometric height was determined by differential leveling
 RP0050.and adjusted by the National Geodetic Survey in December 2004..
 RP0050
 RP0050.The geoid height was determined by GEOID03.
 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     -   311,020.      629,720.      MT  (+/- 180 meters Scaled)
 RP0050
 RP0050                          SUPERSEDED SURVEY CONTROL
 RP0050
 RP0050  NAVD 88 (06/15/91)  291.411  (m)          956.07   (f) UNKNOWN     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: 14TPS917945(NAD 83)
 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 = OCTOBER  6, 2006
 RP0047 ***********************************************************************
 RP0047  DESIGNATION -  1401 AF
 RP0047  PID         -  RP0047
 RP0047  STATE/COUNTY-  MN/CLAY
 RP0047  USGS QUAD   -  HAWLEY NW (1966)
 RP0047
 RP0047                         *CURRENT SURVEY CONTROL
 RP0047  ___________________________________________________________________
 RP0047* NAD 83(1986)-  46 52 33.     (N)    096 26 23.     (W)     SCALED    
 RP0047* NAVD 88     -       315.828  (meters)    1036.18   (feet)  ADJUSTED  
 RP0047  ___________________________________________________________________
 RP0047  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 RP0047  DYNAMIC HT  -         315.849 (meters)    1036.25  (feet)  COMP
 RP0047  MODELED GRAV-     980,673.0   (mgal)                       NAVD 88
 RP0047
 RP0047  VERT ORDER  -  SECOND    CLASS I
 RP0047
 RP0047.The horizontal coordinates were scaled from a topographic map and have
 RP0047.an estimated accuracy of +/- 6 seconds.
 RP0047
 RP0047.The orthometric height was determined by differential leveling
 RP0047.and adjusted by the National Geodetic Survey in June 1991..
 RP0047
 RP0047.The geoid height was determined by GEOID03.
 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     -   310,800.      633,100.      MT  (+/- 180 meters Scaled)
 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: 14TPS950945(NAD 83)
 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 = OCTOBER  6, 2006
 RP0045 ***********************************************************************
 RP0045  DESIGNATION -  1401 AG
 RP0045  PID         -  RP0045
 RP0045  STATE/COUNTY-  MN/CLAY
 RP0045  USGS QUAD   -  HAWLEY NW (1966)
 RP0045
 RP0045                         *CURRENT SURVEY CONTROL
 RP0045  ___________________________________________________________________
 RP0045* NAD 83(1986)-  46 52 32.     (N)    096 24 24.     (W)     SCALED    
 RP0045* NAVD 88     -       334.225  (meters)    1096.54   (feet)  ADJUSTED  
 RP0045  ___________________________________________________________________
 RP0045  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 RP0045  DYNAMIC HT  -         334.246 (meters)    1096.61  (feet)  COMP
 RP0045  MODELED GRAV-     980,667.7   (mgal)                       NAVD 88
 RP0045
 RP0045  VERT ORDER  -  SECOND    CLASS I
 RP0045
 RP0045.The horizontal coordinates were scaled from a topographic map and have
 RP0045.an estimated accuracy of +/- 6 seconds.
 RP0045
 RP0045.The orthometric height was determined by differential leveling
 RP0045.and adjusted by the National Geodetic Survey in December 2004..
 RP0045
 RP0045.The geoid height was determined by GEOID03.
 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     -   310,700.      635,620.      MT  (+/- 180 meters Scaled)
 RP0045
 RP0045                          SUPERSEDED SURVEY CONTROL
 RP0045
 RP0045  NAVD 88 (06/15/91)  334.167  (m)         1096.35   (f) UNKNOWN     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: 14TPS976946(NAD 83)
 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 = OCTOBER  6, 2006
 RP0038 ***********************************************************************
 RP0038  DESIGNATION -  1401 AH
 RP0038  PID         -  RP0038
 RP0038  STATE/COUNTY-  MN/CLAY
 RP0038  USGS QUAD   -  HAWLEY NW (1966)
 RP0038
 RP0038                         *CURRENT SURVEY CONTROL
 RP0038  ___________________________________________________________________
 RP0038* NAD 83(1986)-  46 52 33.     (N)    096 23 09.     (W)     SCALED    
 RP0038* NAVD 88     -       343.811  (meters)    1127.99   (feet)  ADJUSTED  
 RP0038  ___________________________________________________________________
 RP0038  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 RP0038  DYNAMIC HT  -         343.832 (meters)    1128.06  (feet)  COMP
 RP0038  MODELED GRAV-     980,665.0   (mgal)                       NAVD 88
 RP0038
 RP0038  VERT ORDER  -  SECOND    CLASS I
 RP0038
 RP0038.The horizontal coordinates were scaled from a topographic map and have
 RP0038.an estimated accuracy of +/- 6 seconds.
 RP0038
 RP0038.The orthometric height was determined by differential leveling
 RP0038.and adjusted by the National Geodetic Survey in June 1991..
 RP0038
 RP0038.The geoid height was determined by GEOID03.
 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     -   310,690.      637,210.      MT  (+/- 180 meters Scaled)
 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: 14TPS991946(NAD 83)
 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 = OCTOBER  6, 2006
 RP0030 ***********************************************************************
 RP0030  DESIGNATION -  1401 AJ
 RP0030  PID         -  RP0030
 RP0030  STATE/COUNTY-  MN/CLAY
 RP0030  USGS QUAD   -  HAWLEY (1966)
 RP0030
 RP0030                         *CURRENT SURVEY CONTROL
 RP0030  ___________________________________________________________________
 RP0030* NAD 83(1986)-  46 52 38.     (N)    096 18 41.     (W)     SCALED    
 RP0030* NAVD 88     -       348.461  (meters)    1143.24   (feet)  ADJUSTED  
 RP0030  ___________________________________________________________________
 RP0030  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 RP0030  DYNAMIC HT  -         348.481 (meters)    1143.31  (feet)  COMP
 RP0030  MODELED GRAV-     980,661.1   (mgal)                       NAVD 88
 RP0030
 RP0030  VERT ORDER  -  SECOND    CLASS I
 RP0030
 RP0030.The horizontal coordinates were scaled from a topographic map and have
 RP0030.an estimated accuracy of +/- 6 seconds.
 RP0030
 RP0030.The orthometric height was determined by differential leveling
 RP0030.and adjusted by the National Geodetic Survey in June 1991..
 RP0030
 RP0030.The geoid height was determined by GEOID03.
 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     -   310,700.      642,880.      MT  (+/- 180 meters Scaled)
 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: 14TQS048950(NAD 83)
 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 1969
 RP0030_MARK LOGO: MNHD  
 RP0030_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RP0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0030+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2000
 RP0030
 RP0030  HISTORY     - Date     Condition        Report By
 RP0030  HISTORY     - 1969     MONUMENTED       MNHD
 RP0030  HISTORY     - 20000615 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0031 ***********************************************************************
 RP0031  DESIGNATION -  1401 AJ 1
 RP0031  PID         -  RP0031
 RP0031  STATE/COUNTY-  MN/CLAY
 RP0031  USGS QUAD   -  HAWLEY (1966)
 RP0031
 RP0031                         *CURRENT SURVEY CONTROL
 RP0031  ___________________________________________________________________
 RP0031* NAD 83(1986)-  46 52 37.     (N)    096 18 54.     (W)     SCALED    
 RP0031* NAVD 88     -       352.752  (meters)    1157.32   (feet)  ADJUSTED  
 RP0031  ___________________________________________________________________
 RP0031  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 RP0031  DYNAMIC HT  -         352.773 (meters)    1157.39  (feet)  COMP
 RP0031  MODELED GRAV-     980,661.2   (mgal)                       NAVD 88
 RP0031
 RP0031  VERT ORDER  -  SECOND    CLASS I
 RP0031
 RP0031.The horizontal coordinates were scaled from a topographic map and have
 RP0031.an estimated accuracy of +/- 6 seconds.
 RP0031
 RP0031.The orthometric height was determined by differential leveling
 RP0031.and adjusted by the National Geodetic Survey in June 1991..
 RP0031
 RP0031.The geoid height was determined by GEOID03.
 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     -   310,670.      642,610.      MT  (+/- 180 meters Scaled)
 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: 14TQS045949(NAD 83)
 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 = OCTOBER  6, 2006
 RP0029 ***********************************************************************
 RP0029  DESIGNATION -  1401 AJ 2
 RP0029  PID         -  RP0029
 RP0029  STATE/COUNTY-  MN/CLAY
 RP0029  USGS QUAD   -  HAWLEY (1966)
 RP0029
 RP0029                         *CURRENT SURVEY CONTROL
 RP0029  ___________________________________________________________________
 RP0029* NAD 83(1986)-  46 52 38.     (N)    096 18 41.     (W)     SCALED    
 RP0029* NAVD 88     -       348.477  (meters)    1143.30   (feet)  ADJUSTED  
 RP0029  ___________________________________________________________________
 RP0029  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 RP0029  DYNAMIC HT  -         348.497 (meters)    1143.36  (feet)  COMP
 RP0029  MODELED GRAV-     980,661.1   (mgal)                       NAVD 88
 RP0029
 RP0029  VERT ORDER  -  SECOND    CLASS I
 RP0029
 RP0029.The horizontal coordinates were scaled from a topographic map and have
 RP0029.an estimated accuracy of +/- 6 seconds.
 RP0029
 RP0029.The orthometric height was determined by differential leveling
 RP0029.and adjusted by the National Geodetic Survey in June 1991..
 RP0029
 RP0029.The geoid height was determined by GEOID03.
 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     -   310,700.      642,880.      MT  (+/- 180 meters Scaled)
 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: 14TQS048950(NAD 83)
 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: MNHD  
 RP0029_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RP0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0029+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2000
 RP0029
 RP0029  HISTORY     - Date     Condition        Report By
 RP0029  HISTORY     - 1969     MONUMENTED       MNHD
 RP0029  HISTORY     - 20000615 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8004 ***********************************************************************
 DF8004  DESIGNATION -  1401 AK
 DF8004  PID         -  DF8004
 DF8004  STATE/COUNTY-  MN/CLAY
 DF8004  USGS QUAD   -  DILWORTH (1976)
 DF8004
 DF8004                         *CURRENT SURVEY CONTROL
 DF8004  ___________________________________________________________________
 DF8004* NAD 83(1986)-  46 52 36.     (N)    096 44 34.     (W)     SCALED    
 DF8004* NAVD 88     -       275.996  (meters)     905.50   (feet)  ADJUSTED  
 DF8004  ___________________________________________________________________
 DF8004  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DF8004  DYNAMIC HT  -         276.020 (meters)     905.58  (feet)  COMP
 DF8004  MODELED GRAV-     980,695.7   (mgal)                       NAVD 88
 DF8004
 DF8004  VERT ORDER  -  SECOND    CLASS I
 DF8004
 DF8004.The horizontal coordinates were scaled from a topographic map and have
 DF8004.an estimated accuracy of +/- 6 seconds.
 DF8004
 DF8004.The orthometric height was determined by differential leveling
 DF8004.and adjusted by the National Geodetic Survey in April 2004..
 DF8004
 DF8004.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF8004;SPC MN C     -   311,580.      610,010.      MT  (+/- 180 meters Scaled)
 DF8004
 DF8004                          SUPERSEDED SURVEY CONTROL
 DF8004
 DF8004.No superseded survey control is available for this station.
 DF8004
 DF8004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS719939(NAD 83)
 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: RECESSED 3 CENTIMETERS
 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 - 1994
 DF8004_ROD/PIPE-DEPTH: 15.2 meters
 DF8004
 DF8004  HISTORY     - Date     Condition        Report By
 DF8004  HISTORY     - 1994     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8005 ***********************************************************************
 DF8005  DESIGNATION -  1401 AL
 DF8005  PID         -  DF8005
 DF8005  STATE/COUNTY-  MN/CLAY
 DF8005  USGS QUAD   -  DILWORTH (1976)
 DF8005
 DF8005                         *CURRENT SURVEY CONTROL
 DF8005  ___________________________________________________________________
 DF8005* NAD 83(1986)-  46 52 36.     (N)    096 43 48.     (W)     SCALED    
 DF8005* NAVD 88     -       276.863  (meters)     908.34   (feet)  ADJUSTED  
 DF8005  ___________________________________________________________________
 DF8005  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DF8005  DYNAMIC HT  -         276.888 (meters)     908.42  (feet)  COMP
 DF8005  MODELED GRAV-     980,696.3   (mgal)                       NAVD 88
 DF8005
 DF8005  VERT ORDER  -  SECOND    CLASS I
 DF8005
 DF8005.The horizontal coordinates were scaled from a topographic map and have
 DF8005.an estimated accuracy of +/- 6 seconds.
 DF8005
 DF8005.The orthometric height was determined by differential leveling
 DF8005.and adjusted by the National Geodetic Survey in April 2004..
 DF8005
 DF8005.The geoid height was determined by GEOID03.
 DF8005
 DF8005.The dynamic height is computed by dividing the NAVD 88
 DF8005.geopotential number by the normal gravity value computed on the
 DF8005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8005.degrees latitude (g = 980.6199 gals.).
 DF8005
 DF8005.The modeled gravity was interpolated from observed gravity values.
 DF8005
 DF8005;                    North         East    Units  Estimated Accuracy
 DF8005;SPC MN C     -   311,550.      610,990.      MT  (+/- 180 meters Scaled)
 DF8005
 DF8005                          SUPERSEDED SURVEY CONTROL
 DF8005
 DF8005.No superseded survey control is available for this station.
 DF8005
 DF8005_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS729939(NAD 83)
 DF8005_MARKER: DD = SURVEY DISK
 DF8005_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8005_STAMPING: 1401 AL 1994
 DF8005_MARK LOGO: MNDT  
 DF8005_PROJECTION: RECESSED 3 CENTIMETERS
 DF8005_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8005+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DF8005_ROD/PIPE-DEPTH: 13.7 meters
 DF8005
 DF8005  HISTORY     - Date     Condition        Report By
 DF8005  HISTORY     - 1994     MONUMENTED       MNDT
 DF8005
 DF8005                          STATION DESCRIPTION
 DF8005
 DF8005'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8005'1.0 MI (1.6 KM) EAST OF MOORHEAD, 0.6 MI (1.0 KM) EAST ALONG TH 10
 DF8005'FROM EAST JCT OF TH 110 AND TH 75 IN MOORHEAD, AT TH 10 MP 2.15, AT NW
 DF8005'COR OF TH 10 AND THIRTY SECOND ST, 70.0 FT (21.3 M) NORTH OF WB TH 10,
 DF8005'93.8 FT (28.6 M) WNW OF STOP LIGHT POLE, 86.5 FT (26.4 M) NE OF STREET
 DF8005'LIGHT POLE, 82.0 FT (25.0 M) SW OF CABLE MARKER NO T-F3102, 6.0 FT
 DF8005'(1.8 M) SSW OF BIKE PATH, 6.0 FT (1.8 M) NORTH OF WIT POST, MARK IS
 DF8005'MNDT ALUMINUM DISK ON 45 FT (13.7 M) LONG DRIVEN ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8006 ***********************************************************************
 DF8006  DESIGNATION -  1401 AM
 DF8006  PID         -  DF8006
 DF8006  STATE/COUNTY-  MN/CLAY
 DF8006  USGS QUAD   -  DILWORTH (1976)
 DF8006
 DF8006                         *CURRENT SURVEY CONTROL
 DF8006  ___________________________________________________________________
 DF8006* NAD 83(1986)-  46 52 36.     (N)    096 41 52.     (W)     SCALED    
 DF8006* NAVD 88     -       276.530  (meters)     907.25   (feet)  ADJUSTED  
 DF8006  ___________________________________________________________________
 DF8006  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DF8006  DYNAMIC HT  -         276.555 (meters)     907.33  (feet)  COMP
 DF8006  MODELED GRAV-     980,696.3   (mgal)                       NAVD 88
 DF8006
 DF8006  VERT ORDER  -  SECOND    CLASS I
 DF8006
 DF8006.The horizontal coordinates were scaled from a topographic map and have
 DF8006.an estimated accuracy of +/- 6 seconds.
 DF8006
 DF8006.The orthometric height was determined by differential leveling
 DF8006.and adjusted by the National Geodetic Survey in April 2004..
 DF8006
 DF8006.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF8006;SPC MN C     -   311,470.      613,440.      MT  (+/- 180 meters Scaled)
 DF8006
 DF8006                          SUPERSEDED SURVEY CONTROL
 DF8006
 DF8006.No superseded survey control is available for this station.
 DF8006
 DF8006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS754940(NAD 83)
 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 - 1994
 DF8006_ROD/PIPE-DEPTH: 15.2 meters
 DF8006
 DF8006  HISTORY     - Date     Condition        Report By
 DF8006  HISTORY     - 1994     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8014 ***********************************************************************
 DF8014  DESIGNATION -  1401 AP
 DF8014  PID         -  DF8014
 DF8014  STATE/COUNTY-  MN/CLAY
 DF8014  USGS QUAD   -  DILWORTH (1976)
 DF8014
 DF8014                         *CURRENT SURVEY CONTROL
 DF8014  ___________________________________________________________________
 DF8014* NAD 83(1986)-  46 53 53.     (N)    096 42 55.     (W)     SCALED    
 DF8014* NAVD 88     -       275.978  (meters)     905.44   (feet)  ADJUSTED  
 DF8014  ___________________________________________________________________
 DF8014  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 DF8014  DYNAMIC HT  -         276.005 (meters)     905.53  (feet)  COMP
 DF8014  MODELED GRAV-     980,704.2   (mgal)                       NAVD 88
 DF8014
 DF8014  VERT ORDER  -  SECOND    CLASS I
 DF8014
 DF8014.The horizontal coordinates were scaled from a topographic map and have
 DF8014.an estimated accuracy of +/- 6 seconds.
 DF8014
 DF8014.The orthometric height was determined by differential leveling
 DF8014.and adjusted by the National Geodetic Survey in April 2004..
 DF8014
 DF8014.The geoid height was determined by GEOID03.
 DF8014
 DF8014.The dynamic height is computed by dividing the NAVD 88
 DF8014.geopotential number by the normal gravity value computed on the
 DF8014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8014.degrees latitude (g = 980.6199 gals.).
 DF8014
 DF8014.The modeled gravity was interpolated from observed gravity values.
 DF8014
 DF8014;                    North         East    Units  Estimated Accuracy
 DF8014;SPC MN C     -   313,890.      612,180.      MT  (+/- 180 meters Scaled)
 DF8014
 DF8014                          SUPERSEDED SURVEY CONTROL
 DF8014
 DF8014.No superseded survey control is available for this station.
 DF8014
 DF8014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS740963(NAD 83)
 DF8014_MARKER: DD = SURVEY DISK
 DF8014_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8014_STAMPING: 1401 AP 1994
 DF8014_MARK LOGO: MNDT  
 DF8014_PROJECTION: RECESSED 3 CENTIMETERS
 DF8014_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8014+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2002
 DF8014_ROD/PIPE-DEPTH: 15.2 meters
 DF8014
 DF8014  HISTORY     - Date     Condition        Report By
 DF8014  HISTORY     - 1994     MONUMENTED       MNDT
 DF8014  HISTORY     - 20020415 GOOD             MNDT
 DF8014
 DF8014                          STATION DESCRIPTION
 DF8014
 DF8014'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8014'1.5 MI (2.4 KM) NW OF DILWORTH, 1.5 MI (2.4 KM) NORTH ALONG CO RD 9
 DF8014'FROM JCT OF TH 10 AND CO RD 9 IN DILWORTH, 61.5 FT (18.7 M) WEST OF CO
 DF8014'RD 9, 46 FT (14.0 M) NORTH OF FIELD ENT, 34.7 FT (10.6 M) NW OF NORTH
 DF8014'END OF 24 INCH CULVERT, 6.8 FT (2.1 M) WSW OF POLE, 2.9 FT (0.9 M)
 DF8014'NORTH OF WIT POST, MARK IS MNDT ALUMINUM DISK ON 50 FT (15.2 M) LONG
 DF8014'DRIVEN ROD.
 DF8014
 DF8014                          STATION RECOVERY (2002)
 DF8014
 DF8014'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DF8014'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS
 DF8014'FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7107 ***********************************************************************
 DG7107  DESIGNATION -  1401 AQ 1
 DG7107  PID         -  DG7107
 DG7107  STATE/COUNTY-  MN/CLAY
 DG7107  USGS QUAD   -  DALE (1966)
 DG7107
 DG7107                         *CURRENT SURVEY CONTROL
 DG7107  ___________________________________________________________________
 DG7107* NAD 83(1986)-  46 52 38.     (N)    096 10 30.     (W)     SCALED    
 DG7107* NAVD 88     -       412.317  (meters)    1352.74   (feet)  ADJUSTED  
 DG7107  ___________________________________________________________________
 DG7107  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DG7107  DYNAMIC HT  -         412.340 (meters)    1352.82  (feet)  COMP
 DG7107  MODELED GRAV-     980,658.4   (mgal)                       NAVD 88
 DG7107
 DG7107  VERT ORDER  -  SECOND    CLASS I
 DG7107
 DG7107.The horizontal coordinates were scaled from a topographic map and have
 DG7107.an estimated accuracy of +/- 6 seconds.
 DG7107
 DG7107.The orthometric height was determined by differential leveling
 DG7107.and adjusted by the National Geodetic Survey in December 2004..
 DG7107
 DG7107.Photographs are available for this station.
 DG7107
 DG7107.The geoid height was determined by GEOID03.
 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     -   310,430.      653,280.      MT  (+/- 180 meters Scaled)
 DG7107
 DG7107                          SUPERSEDED SURVEY CONTROL
 DG7107
 DG7107.No superseded survey control is available for this station.
 DG7107
 DG7107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS152953(NAD 83)
 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 = OCTOBER  6, 2006
 DI0254 ***********************************************************************
 DI0254  DESIGNATION -  1401 AQ 2
 DI0254  PID         -  DI0254
 DI0254  STATE/COUNTY-  MN/CLAY
 DI0254  USGS QUAD   -  LAKE PARK SW (1966)
 DI0254
 DI0254                         *CURRENT SURVEY CONTROL
 DI0254  ___________________________________________________________________
 DI0254* NAD 83(1986)-  46 51 42.     (N)    096 11 12.     (W)     SCALED    
 DI0254* NAVD 88     -       412.560  (meters)    1353.54   (feet)  ADJUSTED  
 DI0254  ___________________________________________________________________
 DI0254  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DI0254  DYNAMIC HT  -         412.583 (meters)    1353.62  (feet)  COMP
 DI0254  MODELED GRAV-     980,657.1   (mgal)                       NAVD 88
 DI0254
 DI0254  VERT ORDER  -  SECOND    CLASS I
 DI0254
 DI0254.The horizontal coordinates were scaled from a topographic map and have
 DI0254.an estimated accuracy of +/- 6 seconds.
 DI0254
 DI0254.The orthometric height was determined by differential leveling
 DI0254.and adjusted by the National Geodetic Survey in September 2006..
 DI0254.No vertical observational check was made to the station.
 DI0254
 DI0254.Photographs are available for this station.
 DI0254
 DI0254.The geoid height was determined by GEOID03.
 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     -   308,730.      652,350.      MT  (+/- 180 meters Scaled)
 DI0254
 DI0254                          SUPERSEDED SURVEY CONTROL
 DI0254
 DI0254.No superseded survey control is available for this station.
 DI0254
 DI0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS144936(NAD 83)
 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 = OCTOBER  6, 2006
 DG7108 ***********************************************************************
 DG7108  DESIGNATION -  1401 AR 1
 DG7108  PID         -  DG7108
 DG7108  STATE/COUNTY-  MN/CLAY
 DG7108  USGS QUAD   -  DALE (1966)
 DG7108
 DG7108                         *CURRENT SURVEY CONTROL
 DG7108  ___________________________________________________________________
 DG7108* NAD 83(1996)-  46 52 37.67240(N)    096 11 47.82005(W)     ADJUSTED  
 DG7108* NAVD 88     -       402.791  (meters)    1321.49   (feet)  ADJUSTED  
 DG7108  ___________________________________________________________________
 DG7108  X           -    -471,476.619 (meters)                     COMP
 DG7108  Y           -  -4,342,404.252 (meters)                     COMP
 DG7108  Z           -   4,632,712.976 (meters)                     COMP
 DG7108  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DG7108  ELLIP HEIGHT-         376.08  (meters)          (08/23/05) GPS OBS
 DG7108  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DG7108  DYNAMIC HT  -         402.814 (meters)    1321.57  (feet)  COMP
 DG7108  MODELED GRAV-     980,657.9   (mgal)                       NAVD 88
 DG7108
 DG7108  HORZ ORDER  -  B
 DG7108  VERT ORDER  -  SECOND    CLASS I
 DG7108  ELLP ORDER  -  FOURTH    CLASS II
 DG7108
 DG7108.The horizontal coordinates were established by GPS observations
 DG7108.and adjusted by the MN DEPT OF TRANSP in August 2005..
 DG7108
 DG7108.The orthometric height was determined by differential leveling
 DG7108.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG7108
 DG7108.The ellipsoidal height was determined by GPS observations
 DG7108.and is referenced to NAD 83.
 DG7108
 DG7108.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG7108;SPC MN C     -   310,464.632   651,628.927   MT  0.99996681   -1 24 29.4
 DG7108;UTM  14      - 5,195,326.046   713,611.441   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 37.67217(N)    096 11 47.82004(W) AD(       ) B
 DG7108  ELLIP H (09/16/04)  376.10   (m)                       GP(       ) 4 1
 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_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 = OCTOBER  6, 2006
 DG7142 ***********************************************************************
 DG7142  DESIGNATION -  1401 AU
 DG7142  PID         -  DG7142
 DG7142  STATE/COUNTY-  MN/CLAY
 DG7142  USGS QUAD   -  HAWLEY NW (1966)
 DG7142
 DG7142                         *CURRENT SURVEY CONTROL
 DG7142  ___________________________________________________________________
 DG7142* NAD 83(1986)-  46 52 35.     (N)    096 27 46.     (W)     SCALED    
 DG7142* NAVD 88     -       303.345  (meters)     995.22   (feet)  ADJUSTED  
 DG7142  ___________________________________________________________________
 DG7142  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DG7142  DYNAMIC HT  -         303.367 (meters)     995.30  (feet)  COMP
 DG7142  MODELED GRAV-     980,676.9   (mgal)                       NAVD 88
 DG7142
 DG7142  VERT ORDER  -  SECOND    CLASS I
 DG7142
 DG7142.The horizontal coordinates were scaled from a topographic map and have
 DG7142.an estimated accuracy of +/- 6 seconds.
 DG7142
 DG7142.The orthometric height was determined by differential leveling
 DG7142.and adjusted by the National Geodetic Survey in December 2004..
 DG7142
 DG7142.The geoid height was determined by GEOID03.
 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     -   310,920.      631,350.      MT  (+/- 180 meters Scaled)
 DG7142
 DG7142                          SUPERSEDED SURVEY CONTROL
 DG7142
 DG7142.No superseded survey control is available for this station.
 DG7142
 DG7142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS933945(NAD 83)
 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 - 2001
 DG7142_ROD/PIPE-DEPTH:  4.3 meters
 DG7142
 DG7142  HISTORY     - Date     Condition        Report By
 DG7142  HISTORY     - 2001     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7144 ***********************************************************************
 DG7144  DESIGNATION -  1401 AV
 DG7144  PID         -  DG7144
 DG7144  STATE/COUNTY-  MN/CLAY
 DG7144  USGS QUAD   -  HAWLEY (1966)
 DG7144
 DG7144                         *CURRENT SURVEY CONTROL
 DG7144  ___________________________________________________________________
 DG7144* NAD 83(1986)-  46 52 37.     (N)    096 21 54.     (W)     SCALED    
 DG7144* NAVD 88     -       357.481  (meters)    1172.84   (feet)  ADJUSTED  
 DG7144  ___________________________________________________________________
 DG7144  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DG7144  DYNAMIC HT  -         357.503 (meters)    1172.91  (feet)  COMP
 DG7144  MODELED GRAV-     980,662.8   (mgal)                       NAVD 88
 DG7144
 DG7144  VERT ORDER  -  SECOND    CLASS I
 DG7144
 DG7144.The horizontal coordinates were scaled from a topographic map and have
 DG7144.an estimated accuracy of +/- 6 seconds.
 DG7144
 DG7144.The orthometric height was determined by differential leveling
 DG7144.and adjusted by the National Geodetic Survey in December 2004..
 DG7144
 DG7144.The geoid height was determined by GEOID03.
 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     -   310,770.      638,800.      MT  (+/- 180 meters Scaled)
 DG7144
 DG7144                          SUPERSEDED SURVEY CONTROL
 DG7144
 DG7144.No superseded survey control is available for this station.
 DG7144
 DG7144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS007948(NAD 83)
 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 = OCTOBER  6, 2006
 DG7141 ***********************************************************************
 DG7141  DESIGNATION -  1401 AW
 DG7141  PID         -  DG7141
 DG7141  STATE/COUNTY-  MN/CLAY
 DG7141  USGS QUAD   -  HAWLEY NW (1966)
 DG7141
 DG7141                         *CURRENT SURVEY CONTROL
 DG7141  ___________________________________________________________________
 DG7141* NAD 83(1986)-  46 52 38.     (N)    096 29 37.     (W)     SCALED    
 DG7141* NAVD 88     -       291.517  (meters)     956.42   (feet)  ADJUSTED  
 DG7141  ___________________________________________________________________
 DG7141  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DG7141  DYNAMIC HT  -         291.540 (meters)     956.49  (feet)  COMP
 DG7141  MODELED GRAV-     980,681.9   (mgal)                       NAVD 88
 DG7141
 DG7141  VERT ORDER  -  SECOND    CLASS I
 DG7141
 DG7141.The horizontal coordinates were scaled from a topographic map and have
 DG7141.an estimated accuracy of +/- 6 seconds.
 DG7141
 DG7141.The orthometric height was determined by differential leveling
 DG7141.and adjusted by the National Geodetic Survey in December 2004..
 DG7141
 DG7141.The geoid height was determined by GEOID03.
 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     -   311,070.      629,000.      MT  (+/- 180 meters Scaled)
 DG7141
 DG7141                          SUPERSEDED SURVEY CONTROL
 DG7141
 DG7141.No superseded survey control is available for this station.
 DG7141
 DG7141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS909945(NAD 83)
 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 = OCTOBER  6, 2006
 RP0299 ***********************************************************************
 RP0299  DESIGNATION -  1401 F
 RP0299  PID         -  RP0299
 RP0299  STATE/COUNTY-  MN/CLAY
 RP0299  USGS QUAD   -  GLYNDON NORTH (1964)
 RP0299
 RP0299                         *CURRENT SURVEY CONTROL
 RP0299  ___________________________________________________________________
 RP0299* NAD 83(1986)-  46 52 37.     (N)    096 34 03.     (W)     SCALED    
 RP0299* NAVD 88     -       281.050  (meters)     922.08   (feet)  ADJUSTED  
 RP0299  ___________________________________________________________________
 RP0299  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 RP0299  DYNAMIC HT  -         281.072 (meters)     922.15  (feet)  COMP
 RP0299  MODELED GRAV-     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
 RP0299.and adjusted by the National Geodetic Survey in June 1991..
 RP0299.WARNING-Repeat measurements at this control monument indicate possible
 RP0299.vertical movement.
 RP0299
 RP0299.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RP0051 ***********************************************************************
 RP0051  DESIGNATION -  1401 H
 RP0051  PID         -  RP0051
 RP0051  STATE/COUNTY-  MN/CLAY
 RP0051  USGS QUAD   -  HAWLEY NW (1966)
 RP0051
 RP0051                         *CURRENT SURVEY CONTROL
 RP0051  ___________________________________________________________________
 RP0051* NAD 83(1986)-  46 52 37.     (N)    096 29 37.     (W)     SCALED    
 RP0051* NAVD 88     -       290.724  (meters)     953.82   (feet)  ADJUSTED  
 RP0051  ___________________________________________________________________
 RP0051  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 RP0051  DYNAMIC HT  -         290.746 (meters)     953.89  (feet)  COMP
 RP0051  MODELED GRAV-     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
 RP0051.and adjusted by the National Geodetic Survey in June 1991..
 RP0051
 RP0051.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG7143 ***********************************************************************
 DG7143  DESIGNATION -  1401 J RESET
 DG7143  PID         -  DG7143
 DG7143  STATE/COUNTY-  MN/CLAY
 DG7143  USGS QUAD   -  HAWLEY NW (1966)
 DG7143
 DG7143                         *CURRENT SURVEY CONTROL
 DG7143  ___________________________________________________________________
 DG7143* NAD 83(1986)-  46 52 34.     (N)    096 25 22.     (W)     SCALED    
 DG7143* NAVD 88     -       331.771  (meters)    1088.49   (feet)  ADJUSTED  
 DG7143  ___________________________________________________________________
 DG7143  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DG7143  DYNAMIC HT  -         331.793 (meters)    1088.56  (feet)  COMP
 DG7143  MODELED GRAV-     980,670.2   (mgal)                       NAVD 88
 DG7143
 DG7143  VERT ORDER  -  SECOND    CLASS I
 DG7143
 DG7143.The horizontal coordinates were scaled from a topographic map and have
 DG7143.an estimated accuracy of +/- 6 seconds.
 DG7143
 DG7143.The orthometric height was determined by differential leveling
 DG7143.and adjusted by the National Geodetic Survey in December 2004..
 DG7143
 DG7143.The geoid height was determined by GEOID03.
 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     -   310,800.      634,390.      MT  (+/- 180 meters Scaled)
 DG7143
 DG7143                          SUPERSEDED SURVEY CONTROL
 DG7143
 DG7143.No superseded survey control is available for this station.
 DG7143
 DG7143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS963946(NAD 83)
 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 = OCTOBER  6, 2006
 RP0032 ***********************************************************************
 RP0032  DESIGNATION -  1401 L
 RP0032  PID         -  RP0032
 RP0032  STATE/COUNTY-  MN/CLAY
 RP0032  USGS QUAD   -  HAWLEY (1966)
 RP0032
 RP0032                         *CURRENT SURVEY CONTROL
 RP0032  ___________________________________________________________________
 RP0032* NAD 83(1986)-  46 52 36.     (N)    096 20 38.     (W)     SCALED    
 RP0032* NAVD 88     -       365.226  (meters)    1198.25   (feet)  ADJUSTED  
 RP0032  ___________________________________________________________________
 RP0032  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 RP0032  DYNAMIC HT  -         365.247 (meters)    1198.31  (feet)  COMP
 RP0032  MODELED GRAV-     980,662.0   (mgal)                       NAVD 88
 RP0032
 RP0032  VERT ORDER  -  SECOND    CLASS I
 RP0032
 RP0032.The horizontal coordinates were scaled from a topographic map and have
 RP0032.an estimated accuracy of +/- 6 seconds.
 RP0032
 RP0032.The orthometric height was determined by differential leveling
 RP0032.and adjusted by the National Geodetic Survey in June 1991..
 RP0032
 RP0032.The geoid height was determined by GEOID03.
 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     -   310,700.      640,410.      MT  (+/- 180 meters Scaled)
 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: 14TQS023948(NAD 83)
 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 = OCTOBER  6, 2006
 DF8003 ***********************************************************************
 DF8003  DESIGNATION -  1401 M
 DF8003  PID         -  DF8003
 DF8003  STATE/COUNTY-  MN/CLAY
 DF8003  USGS QUAD   -  FARGO SOUTH (1993)
 DF8003
 DF8003                         *CURRENT SURVEY CONTROL
 DF8003  ___________________________________________________________________
 DF8003* NAD 83(1986)-  46 52 29.     (N)    096 45 16.     (W)     SCALED    
 DF8003* NAVD 88     -       276.560  (meters)     907.35   (feet)  ADJUSTED  
 DF8003  ___________________________________________________________________
 DF8003  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DF8003  DYNAMIC HT  -         276.584 (meters)     907.43  (feet)  COMP
 DF8003  MODELED GRAV-     980,694.1   (mgal)                       NAVD 88
 DF8003
 DF8003  VERT ORDER  -  SECOND    CLASS I
 DF8003
 DF8003.The horizontal coordinates were scaled from a topographic map and have
 DF8003.an estimated accuracy of +/- 6 seconds.
 DF8003
 DF8003.The orthometric height was determined by differential leveling
 DF8003.and adjusted by the National Geodetic Survey in April 2004..
 DF8003
 DF8003.The geoid height was determined by GEOID03.
 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     -   311,390.      609,120.      MT  (+/- 180 meters Scaled)
 DF8003
 DF8003                          SUPERSEDED SURVEY CONTROL
 DF8003
 DF8003.No superseded survey control is available for this station.
 DF8003
 DF8003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS711936(NAD 83)
 DF8003_MARKER: DD = SURVEY 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: MNDT  
 DF8003_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8003+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DF8003
 DF8003  HISTORY     - Date     Condition        Report By
 DF8003  HISTORY     - 1994     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7113 ***********************************************************************
 DG7113  DESIGNATION -  1401 O
 DG7113  PID         -  DG7113
 DG7113  STATE/COUNTY-  MN/CLAY
 DG7113  USGS QUAD   -  HAWLEY (1966)
 DG7113
 DG7113                         *CURRENT SURVEY CONTROL
 DG7113  ___________________________________________________________________
 DG7113* NAD 83(1986)-  46 52 37.     (N)    096 17 43.     (W)     SCALED    
 DG7113* NAVD 88     -       366.231  (meters)    1201.54   (feet)  ADJUSTED  
 DG7113  ___________________________________________________________________
 DG7113  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DG7113  DYNAMIC HT  -         366.252 (meters)    1201.61  (feet)  COMP
 DG7113  MODELED GRAV-     980,660.6   (mgal)                       NAVD 88
 DG7113
 DG7113  VERT ORDER  -  SECOND    CLASS I
 DG7113
 DG7113.The horizontal coordinates were scaled from a topographic map and have
 DG7113.an estimated accuracy of +/- 6 seconds.
 DG7113
 DG7113.The orthometric height was determined by differential leveling
 DG7113.and adjusted by the National Geodetic Survey in December 2004..
 DG7113
 DG7113.The geoid height was determined by GEOID03.
 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     -   310,630.      644,110.      MT  (+/- 180 meters Scaled)
 DG7113
 DG7113                          SUPERSEDED SURVEY CONTROL
 DG7113
 DG7113.No superseded survey control is available for this station.
 DG7113
 DG7113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS060950(NAD 83)
 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 = OCTOBER  6, 2006
 DG7112 ***********************************************************************
 DG7112  DESIGNATION -  1401 P
 DG7112  PID         -  DG7112
 DG7112  STATE/COUNTY-  MN/CLAY
 DG7112  USGS QUAD   -  HAWLEY (1966)
 DG7112
 DG7112                         *CURRENT SURVEY CONTROL
 DG7112  ___________________________________________________________________
 DG7112* NAD 83(1986)-  46 52 37.     (N)    096 16 48.     (W)     SCALED    
 DG7112* NAVD 88     -       377.292  (meters)    1237.83   (feet)  ADJUSTED  
 DG7112  ___________________________________________________________________
 DG7112  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DG7112  DYNAMIC HT  -         377.314 (meters)    1237.90  (feet)  COMP
 DG7112  MODELED GRAV-     980,660.0   (mgal)                       NAVD 88
 DG7112
 DG7112  VERT ORDER  -  SECOND    CLASS I
 DG7112
 DG7112.The horizontal coordinates were scaled from a topographic map and have
 DG7112.an estimated accuracy of +/- 6 seconds.
 DG7112
 DG7112.The orthometric height was determined by differential leveling
 DG7112.and adjusted by the National Geodetic Survey in December 2004..
 DG7112
 DG7112.The geoid height was determined by GEOID03.
 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     -   310,600.      645,270.      MT  (+/- 180 meters Scaled)
 DG7112
 DG7112                          SUPERSEDED SURVEY CONTROL
 DG7112
 DG7112.No superseded survey control is available for this station.
 DG7112
 DG7112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS072950(NAD 83)
 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 = OCTOBER  6, 2006
 DG7110 ***********************************************************************
 DG7110  DESIGNATION -  1401 Q
 DG7110  PID         -  DG7110
 DG7110  STATE/COUNTY-  MN/CLAY
 DG7110  USGS QUAD   -  DALE (1966)
 DG7110
 DG7110                         *CURRENT SURVEY CONTROL
 DG7110  ___________________________________________________________________
 DG7110* NAD 83(1986)-  46 52 37.     (N)    096 14 40.     (W)     SCALED    
 DG7110* NAVD 88     -       401.714  (meters)    1317.96   (feet)  ADJUSTED  
 DG7110  ___________________________________________________________________
 DG7110  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DG7110  DYNAMIC HT  -         401.736 (meters)    1318.03  (feet)  COMP
 DG7110  MODELED GRAV-     980,658.7   (mgal)                       NAVD 88
 DG7110
 DG7110  VERT ORDER  -  SECOND    CLASS I
 DG7110
 DG7110.The horizontal coordinates were scaled from a topographic map and have
 DG7110.an estimated accuracy of +/- 6 seconds.
 DG7110
 DG7110.The orthometric height was determined by differential leveling
 DG7110.and adjusted by the National Geodetic Survey in December 2004..
 DG7110
 DG7110.The geoid height was determined by GEOID03.
 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     -   310,540.      647,980.      MT  (+/- 180 meters Scaled)
 DG7110
 DG7110                          SUPERSEDED SURVEY CONTROL
 DG7110
 DG7110.No superseded survey control is available for this station.
 DG7110
 DG7110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS099951(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7109 ***********************************************************************
 DG7109  DESIGNATION -  1401 R
 DG7109  PID         -  DG7109
 DG7109  STATE/COUNTY-  MN/CLAY
 DG7109  USGS QUAD   -  DALE (1966)
 DG7109
 DG7109                         *CURRENT SURVEY CONTROL
 DG7109  ___________________________________________________________________
 DG7109* NAD 83(1986)-  46 52 37.     (N)    096 13 02.     (W)     SCALED    
 DG7109* NAVD 88     -       395.636  (meters)    1298.02   (feet)  ADJUSTED  
 DG7109  ___________________________________________________________________
 DG7109  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DG7109  DYNAMIC HT  -         395.658 (meters)    1298.09  (feet)  COMP
 DG7109  MODELED GRAV-     980,657.9   (mgal)                       NAVD 88
 DG7109
 DG7109  VERT ORDER  -  SECOND    CLASS I
 DG7109
 DG7109.The horizontal coordinates were scaled from a topographic map and have
 DG7109.an estimated accuracy of +/- 6 seconds.
 DG7109
 DG7109.The orthometric height was determined by differential leveling
 DG7109.and adjusted by the National Geodetic Survey in December 2004..
 DG7109
 DG7109.The geoid height was determined by GEOID03.
 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     -   310,480.      650,060.      MT  (+/- 180 meters Scaled)
 DG7109
 DG7109                          SUPERSEDED SURVEY CONTROL
 DG7109
 DG7109.No superseded survey control is available for this station.
 DG7109
 DG7109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS120952(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0329 ***********************************************************************
 RP0329  DESIGNATION -  1401 U
 RP0329  PID         -  RP0329
 RP0329  STATE/COUNTY-  MN/CLAY
 RP0329  USGS QUAD   -  DILWORTH (1976)
 RP0329
 RP0329                         *CURRENT SURVEY CONTROL
 RP0329  ___________________________________________________________________
 RP0329* NAD 83(1986)-  46 52 33.     (N)    096 40 05.     (W)     SCALED    
 RP0329* NAVD 88     -       277.933  (meters)     911.85   (feet)  ADJUSTED  
 RP0329  ___________________________________________________________________
 RP0329  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 RP0329  DYNAMIC HT  -         277.958 (meters)     911.93  (feet)  COMP
 RP0329  MODELED GRAV-     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
 RP0329.and adjusted by the National Geodetic Survey in April 2004..
 RP0329
 RP0329.The geoid height was determined by GEOID03.
 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.      615,700.      MT  (+/- 180 meters Scaled)
 RP0329
 RP0329                          SUPERSEDED SURVEY CONTROL
 RP0329
 RP0329  NAVD 88 (06/15/91)  277.924  (m)          911.82   (f) UNKNOWN     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: 14TPS776940(NAD 83)
 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: MNHD  
 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 - August 09, 1994
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8009 ***********************************************************************
 DF8009  DESIGNATION -  1401 V
 DF8009  PID         -  DF8009
 DF8009  STATE/COUNTY-  MN/CLAY
 DF8009  USGS QUAD   -  DILWORTH (1976)
 DF8009
 DF8009                         *CURRENT SURVEY CONTROL
 DF8009  ___________________________________________________________________
 DF8009* NAD 83(1986)-  46 52 35.     (N)    096 39 20.     (W)     SCALED    
 DF8009* NAVD 88     -       280.471  (meters)     920.18   (feet)  ADJUSTED  
 DF8009  ___________________________________________________________________
 DF8009  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DF8009  DYNAMIC HT  -         280.495 (meters)     920.26  (feet)  COMP
 DF8009  MODELED GRAV-     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
 DF8009.and adjusted by the National Geodetic Survey in April 2004..
 DF8009
 DF8009.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RP0334 ***********************************************************************
 RP0334  DESIGNATION -  1401 W
 RP0334  PID         -  RP0334
 RP0334  STATE/COUNTY-  MN/CLAY
 RP0334  USGS QUAD   -  DILWORTH (1976)
 RP0334
 RP0334                         *CURRENT SURVEY CONTROL
 RP0334  ___________________________________________________________________
 RP0334* NAD 83(1986)-  46 52 35.     (N)    096 38 01.     (W)     SCALED    
 RP0334* NAVD 88     -       280.579  (meters)     920.53   (feet)  ADJUSTED  
 RP0334  ___________________________________________________________________
 RP0334  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 RP0334  DYNAMIC HT  -         280.603 (meters)     920.61  (feet)  COMP
 RP0334  MODELED GRAV-     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
 RP0334.and adjusted by the National Geodetic Survey in June 1991..
 RP0334
 RP0334.The geoid height was determined by GEOID03.
 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.      618,330.      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_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     - 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 (2006)
 RP0334
 RP0334'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RP0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0338 ***********************************************************************
 RP0338  DESIGNATION -  1401 X
 RP0338  PID         -  RP0338
 RP0338  STATE/COUNTY-  MN/CLAY
 RP0338  USGS QUAD   -  GLYNDON NORTH (1964)
 RP0338
 RP0338                         *CURRENT SURVEY CONTROL
 RP0338  ___________________________________________________________________
 RP0338* NAD 83(1986)-  46 52 35.     (N)    096 36 57.     (W)     SCALED    
 RP0338* NAVD 88     -       278.254  (meters)     912.90   (feet)  ADJUSTED  
 RP0338  ___________________________________________________________________
 RP0338  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 RP0338  DYNAMIC HT  -         278.278 (meters)     912.98  (feet)  COMP
 RP0338  MODELED GRAV-     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
 RP0338.and adjusted by the National Geodetic Survey in June 1991..
 RP0338.WARNING-Repeat measurements at this control monument indicate possible
 RP0338.vertical movement.
 RP0338
 RP0338.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RP0339 ***********************************************************************
 RP0339  DESIGNATION -  1401 Y
 RP0339  PID         -  RP0339
 RP0339  STATE/COUNTY-  MN/CLAY
 RP0339  USGS QUAD   -  GLYNDON NORTH (1964)
 RP0339
 RP0339                         *CURRENT SURVEY CONTROL
 RP0339  ___________________________________________________________________
 RP0339* NAD 83(1986)-  46 52 35.     (N)    096 36 37.     (W)     SCALED    
 RP0339* NAVD 88     -       279.411  (meters)     916.70   (feet)  ADJUSTED  
 RP0339  ___________________________________________________________________
 RP0339  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 RP0339  DYNAMIC HT  -         279.434 (meters)     916.78  (feet)  COMP
 RP0339  MODELED GRAV-     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
 RP0339.and adjusted by the National Geodetic Survey in June 1991..
 RP0339.WARNING-Repeat measurements at this control monument indicate possible
 RP0339.vertical movement.
 RP0339
 RP0339.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG7111 ***********************************************************************
 DG7111  DESIGNATION -  1403 B RESET
 DG7111  PID         -  DG7111
 DG7111  STATE/COUNTY-  MN/CLAY
 DG7111  USGS QUAD   -  HAWLEY (1966)
 DG7111
 DG7111                         *CURRENT SURVEY CONTROL
 DG7111  ___________________________________________________________________
 DG7111* NAD 83(1986)-  46 52 41.     (N)    096 15 31.     (W)     SCALED    
 DG7111* NAVD 88     -       389.168  (meters)    1276.80   (feet)  ADJUSTED  
 DG7111  ___________________________________________________________________
 DG7111  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DG7111  DYNAMIC HT  -         389.191 (meters)    1276.87  (feet)  COMP
 DG7111  MODELED GRAV-     980,659.3   (mgal)                       NAVD 88
 DG7111
 DG7111  VERT ORDER  -  SECOND    CLASS I
 DG7111
 DG7111.The horizontal coordinates were scaled from a topographic map and have
 DG7111.an estimated accuracy of +/- 6 seconds.
 DG7111
 DG7111.The orthometric height was determined by differential leveling
 DG7111.and adjusted by the National Geodetic Survey in December 2004..
 DG7111
 DG7111.The geoid height was determined by GEOID03.
 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     -   310,690.      646,910.      MT  (+/- 180 meters Scaled)
 DG7111
 DG7111                          SUPERSEDED SURVEY CONTROL
 DG7111
 DG7111.No superseded survey control is available for this station.
 DG7111
 DG7111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS088952(NAD 83)
 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 = OCTOBER  6, 2006
 DG8463 ***********************************************************************
 DG8463  DESIGNATION -  1403 J
 DG8463  PID         -  DG8463
 DG8463  STATE/COUNTY-  MN/CLAY
 DG8463  USGS QUAD   -  ULEN (1966)
 DG8463
 DG8463                         *CURRENT SURVEY CONTROL
 DG8463  ___________________________________________________________________
 DG8463* NAD 83(1996)-  47 03 40.79943(N)    096 15 28.97048(W)     ADJUSTED  
 DG8463* NAVD 88     -       356.54   (meters)    1169.7    (feet)  LEVELING  
 DG8463  ___________________________________________________________________
 DG8463  X           -    -474,496.887 (meters)                     COMP
 DG8463  Y           -  -4,326,984.295 (meters)                     COMP
 DG8463  Z           -   4,646,653.815 (meters)                     COMP
 DG8463  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 DG8463  ELLIP HEIGHT-         329.87  (meters)          (11/24/04) GPS OBS
 DG8463  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DG8463
 DG8463  HORZ ORDER  -  FIRST
 DG8463  VERT ORDER  -  THIRD ?
 DG8463  ELLP ORDER  -  THIRD     CLASS II
 DG8463
 DG8463.The horizontal coordinates were established by GPS observations
 DG8463.and adjusted by the MN DEPT OF TRANSP in November 2004..
 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 DEFLEC99 derived deflections.
 DG8463
 DG8463.The ellipsoidal height was determined by GPS observations
 DG8463.and is referenced to NAD 83.
 DG8463
 DG8463.The geoid height was determined by GEOID03.
 DG8463
 DG8463;                    North         East     Units Scale Factor Converg.
 DG8463;SPC MN C     -   331,052.386   647,466.772   MT  1.00000250   -1 27 09.4
 DG8463;UTM  14      - 5,215,628.587   708,214.233   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.No superseded survey control is available for this station.
 DG8463
 DG8463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0821415629(NAD 83)
 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 = OCTOBER  6, 2006
 DG8464 ***********************************************************************
 DG8464  DESIGNATION -  1403 L 1
 DG8464  PID         -  DG8464
 DG8464  STATE/COUNTY-  MN/NORMAN
 DG8464  USGS QUAD   -  TILDE LAKE (1966)
 DG8464
 DG8464                         *CURRENT SURVEY CONTROL
 DG8464  ___________________________________________________________________
 DG8464* NAD 83(1996)-  47 04 42.46801(N)    096 11 58.83476(W)     ADJUSTED  
 DG8464* NAVD 88     -       356.03   (meters)    1168.1    (feet)  LEVELING  
 DG8464  ___________________________________________________________________
 DG8464  X           -    -469,937.824 (meters)                     COMP
 DG8464  Y           -  -4,326,078.804 (meters)                     COMP
 DG8464  Z           -   4,647,950.590 (meters)                     COMP
 DG8464  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 DG8464  ELLIP HEIGHT-         329.34  (meters)          (11/24/04) GPS OBS
 DG8464  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DG8464
 DG8464  HORZ ORDER  -  FIRST
 DG8464  VERT ORDER  -  THIRD ?
 DG8464  ELLP ORDER  -  THIRD     CLASS II
 DG8464
 DG8464.The horizontal coordinates were established by GPS observations
 DG8464.and adjusted by the MN DEPT OF TRANSP in November 2004..
 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 DEFLEC99 derived deflections.
 DG8464
 DG8464.The ellipsoidal height was determined by GPS observations
 DG8464.and is referenced to NAD 83.
 DG8464
 DG8464.The geoid height was determined by GEOID03.
 DG8464
 DG8464;                    North         East     Units Scale Factor Converg.
 DG8464;SPC MN N     -   169,029.630   564,661.951   MT  0.99998940   -2 17 51.1
 DG8464;UTM  14      - 5,217,689.118   712,578.304   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 19.0
 DG8464:UTM  14      -  1403 L 2                                 086 54 22.8
 DG8464
 DG8464|---------------------------------------------------------------------|
 DG8464| PID    Reference Object                     Distance      Geod. Az  |
 DG8464|                                                           dddmmss.s |
 DG8464| DG8465 1403 L 2                            APPROX. 1.2 KM 0885727.9 |
 DG8464|---------------------------------------------------------------------|
 DG8464
 DG8464                          SUPERSEDED SURVEY CONTROL
 DG8464
 DG8464.No superseded survey control is available for this station.
 DG8464
 DG8464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT1257817689(NAD 83)
 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 = OCTOBER  6, 2006
 DG8465 ***********************************************************************
 DG8465  DESIGNATION -  1403 L 2
 DG8465  PID         -  DG8465
 DG8465  STATE/COUNTY-  MN/NORMAN
 DG8465  USGS QUAD   -  TILDE LAKE (1966)
 DG8465
 DG8465                         *CURRENT SURVEY CONTROL
 DG8465  ___________________________________________________________________
 DG8465* NAD 83(1996)-  47 04 43.17653(N)    096 11 01.50297(W)     ADJUSTED  
 DG8465* NAVD 88     -       356.11   (meters)    1168.3    (feet)  LEVELING  
 DG8465  ___________________________________________________________________
 DG8465  X           -    -468,733.640 (meters)                     COMP
 DG8465  Y           -  -4,326,193.368 (meters)                     COMP
 DG8465  Z           -   4,647,965.535 (meters)                     COMP
 DG8465  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 DG8465  ELLIP HEIGHT-         329.40  (meters)          (11/24/04) GPS OBS
 DG8465  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DG8465
 DG8465  HORZ ORDER  -  FIRST
 DG8465  VERT ORDER  -  THIRD ?
 DG8465  ELLP ORDER  -  THIRD     CLASS II
 DG8465
 DG8465.The horizontal coordinates were established by GPS observations
 DG8465.and adjusted by the MN DEPT OF TRANSP in November 2004..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8465
 DG8465.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8465
 DG8465.The ellipsoidal height was determined by GPS observations
 DG8465.and is referenced to NAD 83.
 DG8465
 DG8465.The geoid height was determined by GEOID03.
 DG8465
 DG8465;                    North         East     Units Scale Factor Converg.
 DG8465;SPC MN N     -   169,003.132   565,871.298   MT  0.99998935   -2 17 08.7
 DG8465;UTM  14      - 5,217,754.411   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 18.6
 DG8465:UTM  14      -  1403 L 1                                 266 54 22.8
 DG8465
 DG8465|---------------------------------------------------------------------|
 DG8465| PID    Reference Object                     Distance      Geod. Az  |
 DG8465|                                                           dddmmss.s |
 DG8465| DG8464 1403 L 1                            APPROX. 1.2 KM 2685809.9 |
 DG8465|---------------------------------------------------------------------|
 DG8465
 DG8465                          SUPERSEDED SURVEY CONTROL
 DG8465
 DG8465.No superseded survey control is available for this station.
 DG8465
 DG8465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT1378617754(NAD 83)
 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 = OCTOBER  6, 2006
 DG8466 ***********************************************************************
 DG8466  DESIGNATION -  1403 Q
 DG8466  PID         -  DG8466
 DG8466  STATE/COUNTY-  MN/NORMAN
 DG8466  USGS QUAD   -  ULEN (1966)
 DG8466
 DG8466                         *CURRENT SURVEY CONTROL
 DG8466  ___________________________________________________________________
 DG8466* NAD 83(1996)-  47 07 20.70706(N)    096 15 33.72333(W)     ADJUSTED  
 DG8466* NAVD 88     -       346.99   (meters)    1138.4    (feet)  LEVELING  
 DG8466  ___________________________________________________________________
 DG8466  X           -    -474,053.539 (meters)                     COMP
 DG8466  Y           -  -4,322,022.266 (meters)                     COMP
 DG8466  Z           -   4,651,270.594 (meters)                     COMP
 DG8466  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 DG8466  ELLIP HEIGHT-         320.37  (meters)          (11/24/04) GPS OBS
 DG8466  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DG8466
 DG8466  HORZ ORDER  -  FIRST
 DG8466  VERT ORDER  -  THIRD ?
 DG8466  ELLP ORDER  -  THIRD     CLASS II
 DG8466
 DG8466.The horizontal coordinates were established by GPS observations
 DG8466.and adjusted by the MN DEPT OF TRANSP in November 2004..
 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 DEFLEC99 derived deflections.
 DG8466
 DG8466.The ellipsoidal height was determined by GPS observations
 DG8466.and is referenced to NAD 83.
 DG8466
 DG8466.The geoid height was determined by GEOID03.
 DG8466
 DG8466;                    North         East     Units Scale Factor Converg.
 DG8466;SPC MN N     -   174,095.585   560,332.152   MT  0.99997965   -2 20 30.4
 DG8466;UTM  14      - 5,222,412.827   707,875.992   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.No superseded survey control is available for this station.
 DG8466
 DG8466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0787622413(NAD 83)
 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 = OCTOBER  6, 2006
 DG8467 ***********************************************************************
 DG8467  DESIGNATION -  1403 R
 DG8467  PID         -  DG8467
 DG8467  STATE/COUNTY-  MN/NORMAN
 DG8467  USGS QUAD   -  ULEN (1966)
 DG8467
 DG8467                         *CURRENT SURVEY CONTROL
 DG8467  ___________________________________________________________________
 DG8467* NAD 83(1996)-  47 06 28.46381(N)    096 15 29.88371(W)     ADJUSTED  
 DG8467* NAVD 88     -       347.44   (meters)    1139.9    (feet)  LEVELING  
 DG8467  ___________________________________________________________________
 DG8467  X           -    -474,101.991 (meters)                     COMP
 DG8467  Y           -  -4,323,206.551 (meters)                     COMP
 DG8467  Z           -   4,650,172.951 (meters)                     COMP
 DG8467  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 DG8467  ELLIP HEIGHT-         320.83  (meters)          (11/24/04) GPS OBS
 DG8467  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DG8467
 DG8467  HORZ ORDER  -  FIRST
 DG8467  VERT ORDER  -  THIRD ?
 DG8467  ELLP ORDER  -  THIRD     CLASS II
 DG8467
 DG8467.The horizontal coordinates were established by GPS observations
 DG8467.and adjusted by the MN DEPT OF TRANSP in November 2004..
 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 DEFLEC99 derived deflections.
 DG8467
 DG8467.The ellipsoidal height was determined by GPS observations
 DG8467.and is referenced to NAD 83.
 DG8467
 DG8467.The geoid height was determined by GEOID03.
 DG8467
 DG8467;                    North         East     Units Scale Factor Converg.
 DG8467;SPC MN N     -   172,480.310   560,347.117   MT  0.99998281   -2 20 27.6
 DG8467;UTM  14      - 5,220,803.100   708,013.469   MT  1.00013182   +2 00 33.8
 DG8467
 DG8467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8467!SPC MN N     -   0.99994971  x   0.99998281  =   0.99993252
 DG8467!UTM  14      -   0.99994971  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.No superseded survey control is available for this station.
 DG8467
 DG8467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0801320803(NAD 83)
 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 = OCTOBER  6, 2006
 DG8468 ***********************************************************************
 DG8468  DESIGNATION -  1403 S
 DG8468  PID         -  DG8468
 DG8468  STATE/COUNTY-  MN/NORMAN
 DG8468  USGS QUAD   -  ULEN (1966)
 DG8468
 DG8468                         *CURRENT SURVEY CONTROL
 DG8468  ___________________________________________________________________
 DG8468* NAD 83(1996)-  47 05 36.20686(N)    096 15 30.12004(W)     ADJUSTED  
 DG8468* NAVD 88     -       346.42   (meters)    1136.5    (feet)  LEVELING  
 DG8468  ___________________________________________________________________
 DG8468  X           -    -474,235.744 (meters)                     COMP
 DG8468  Y           -  -4,324,380.482 (meters)                     COMP
 DG8468  Z           -   4,649,073.624 (meters)                     COMP
 DG8468  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 DG8468  ELLIP HEIGHT-         319.79  (meters)          (11/24/04) GPS OBS
 DG8468  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DG8468
 DG8468  HORZ ORDER  -  FIRST
 DG8468  VERT ORDER  -  THIRD ?
 DG8468  ELLP ORDER  -  THIRD     CLASS II
 DG8468
 DG8468.The horizontal coordinates were established by GPS observations
 DG8468.and adjusted by the MN DEPT OF TRANSP in November 2004..
 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 DEFLEC99 derived deflections.
 DG8468
 DG8468.The ellipsoidal height was determined by GPS observations
 DG8468.and is referenced to NAD 83.
 DG8468
 DG8468.The geoid height was determined by GEOID03.
 DG8468
 DG8468;                    North         East     Units Scale Factor Converg.
 DG8468;SPC MN N     -   170,868.122   560,276.221   MT  0.99998602   -2 20 27.8
 DG8468;UTM  14      - 5,219,189.940   708,065.071   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 04.7
 DG8468:UTM  14      -  1403 R                                   358 10 05.0
 DG8468
 DG8468|---------------------------------------------------------------------|
 DG8468| PID    Reference Object                     Distance      Geod. Az  |
 DG8468|                                                           dddmmss.s |
 DG8468| DG8467 1403 R                              APPROX. 1.6 KM 0001036.9 |
 DG8468|---------------------------------------------------------------------|
 DG8468
 DG8468                          SUPERSEDED SURVEY CONTROL
 DG8468
 DG8468.No superseded survey control is available for this station.
 DG8468
 DG8468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0806519190(NAD 83)
 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 = OCTOBER  6, 2006
 RP0089 ***********************************************************************
 RP0089  DESIGNATION -  1404 A
 RP0089  PID         -  RP0089
 RP0089  STATE/COUNTY-  MN/CLAY
 RP0089  USGS QUAD   -  BARNESVILLE (1981)
 RP0089
 RP0089                         *CURRENT SURVEY CONTROL
 RP0089  ___________________________________________________________________
 RP0089* NAD 83(1986)-  46 39 37.     (N)    096 25 12.     (W)     SCALED    
 RP0089* NAVD 88     -       309.752  (meters)    1016.24   (feet)  ADJUSTED  
 RP0089  ___________________________________________________________________
 RP0089  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 RP0089  DYNAMIC HT  -         309.777 (meters)    1016.33  (feet)  COMP
 RP0089  MODELED GRAV-     980,686.4   (mgal)                       NAVD 88
 RP0089
 RP0089  VERT ORDER  -  SECOND    CLASS 0
 RP0089
 RP0089.The horizontal coordinates were scaled from a topographic map and have
 RP0089.an estimated accuracy of +/- 6 seconds.
 RP0089
 RP0089.The orthometric height was determined by differential leveling
 RP0089.and adjusted by the National Geodetic Survey in June 1991..
 RP0089
 RP0089.The geoid height was determined by GEOID03.
 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     -   286,810.      633,950.      MT  (+/- 180 meters Scaled)
 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: 14TPS973706(NAD 83)
 RP0089_MARKER: DD = SURVEY DISK
 RP0089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0089_SP_SET: MONUMENT
 RP0089_STAMPING: 1404 A 1968
 RP0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0089
 RP0089  HISTORY     - Date     Condition        Report By
 RP0089  HISTORY     - 1968     MONUMENTED       MNDT
 RP0089  HISTORY     - 1978     MARK NOT FOUND   USGS
 RP0089
 RP0089                          STATION DESCRIPTION
 RP0089
 RP0089'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8001 ***********************************************************************
 DF8001  DESIGNATION -  1406 P
 DF8001  PID         -  DF8001
 DF8001  STATE/COUNTY-  MN/CLAY
 DF8001  USGS QUAD   -  FARGO SOUTH (1993)
 DF8001
 DF8001                         *CURRENT SURVEY CONTROL
 DF8001  ___________________________________________________________________
 DF8001* NAD 83(1986)-  46 51 24.     (N)    096 46 04.     (W)     SCALED    
 DF8001* NAVD 88     -       275.726  (meters)     904.61   (feet)  ADJUSTED  
 DF8001  ___________________________________________________________________
 DF8001  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DF8001  DYNAMIC HT  -         275.749 (meters)     904.69  (feet)  COMP
 DF8001  MODELED GRAV-     980,688.5   (mgal)                       NAVD 88
 DF8001
 DF8001  VERT ORDER  -  SECOND    CLASS I
 DF8001
 DF8001.The horizontal coordinates were scaled from a topographic map and have
 DF8001.an estimated accuracy of +/- 6 seconds.
 DF8001
 DF8001.The orthometric height was determined by differential leveling
 DF8001.and adjusted by the National Geodetic Survey in April 2004..
 DF8001
 DF8001.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF8001;SPC MN C     -   309,420.      608,040.      MT  (+/- 180 meters Scaled)
 DF8001
 DF8001                          SUPERSEDED SURVEY CONTROL
 DF8001
 DF8001.No superseded survey control is available for this station.
 DF8001
 DF8001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS701916(NAD 83)
 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 - 1994
 DF8001_ROD/PIPE-DEPTH: 15.2 meters
 DF8001
 DF8001  HISTORY     - Date     Condition        Report By
 DF8001  HISTORY     - 1994     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8002 ***********************************************************************
 DF8002  DESIGNATION -  1406 Q
 DF8002  PID         -  DF8002
 DF8002  STATE/COUNTY-  MN/CLAY
 DF8002  USGS QUAD   -  FARGO SOUTH (1993)
 DF8002
 DF8002                         *CURRENT SURVEY CONTROL
 DF8002  ___________________________________________________________________
 DF8002* NAD 83(1986)-  46 51 58.     (N)    096 46 04.     (W)     SCALED    
 DF8002* NAVD 88     -       274.897  (meters)     901.89   (feet)  ADJUSTED  
 DF8002  ___________________________________________________________________
 DF8002  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DF8002  DYNAMIC HT  -         274.921 (meters)     901.97  (feet)  COMP
 DF8002  MODELED GRAV-     980,690.5   (mgal)                       NAVD 88
 DF8002
 DF8002  VERT ORDER  -  SECOND    CLASS I
 DF8002
 DF8002.The horizontal coordinates were scaled from a topographic map and have
 DF8002.an estimated accuracy of +/- 6 seconds.
 DF8002
 DF8002.The orthometric height was determined by differential leveling
 DF8002.and adjusted by the National Geodetic Survey in April 2004..
 DF8002
 DF8002.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF8002;SPC MN C     -   310,470.      608,070.      MT  (+/- 180 meters Scaled)
 DF8002
 DF8002                          SUPERSEDED SURVEY CONTROL
 DF8002
 DF8002.No superseded survey control is available for this station.
 DF8002
 DF8002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS701927(NAD 83)
 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 - 1994
 DF8002_ROD/PIPE-DEPTH: 15.2 meters
 DF8002
 DF8002  HISTORY     - Date     Condition        Report By
 DF8002  HISTORY     - 1994     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9832 ***********************************************************************
 AH9832  DESIGNATION -  1406 R
 AH9832  PID         -  AH9832
 AH9832  STATE/COUNTY-  MN/CLAY
 AH9832  USGS QUAD   -  HICKSON (1979)
 AH9832
 AH9832                         *CURRENT SURVEY CONTROL
 AH9832  ___________________________________________________________________
 AH9832* NAD 83(1986)-  46 38 42.     (N)    096 45 31.     (W)     SCALED    
 AH9832* NAVD 88     -       281.569  (meters)     923.78   (feet)  ADJUSTED  
 AH9832  ___________________________________________________________________
 AH9832  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AH9832  DYNAMIC HT  -         281.592 (meters)     923.86  (feet)  COMP
 AH9832  MODELED GRAV-     980,689.5   (mgal)                       NAVD 88
 AH9832
 AH9832  VERT ORDER  -  SECOND    CLASS I
 AH9832
 AH9832.The horizontal coordinates were scaled from a topographic map and have
 AH9832.an estimated accuracy of +/- 6 seconds.
 AH9832
 AH9832.The orthometric height was determined by differential leveling
 AH9832.and adjusted by the National Geodetic Survey in September 1999..
 AH9832
 AH9832.The geoid height was determined by GEOID03.
 AH9832
 AH9832.The dynamic height is computed by dividing the NAVD 88
 AH9832.geopotential number by the normal gravity value computed on the
 AH9832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9832.degrees latitude (g = 980.6199 gals.).
 AH9832
 AH9832.The modeled gravity was interpolated from observed gravity values.
 AH9832
 AH9832;                    North         East    Units  Estimated Accuracy
 AH9832;SPC MN C     -   285,880.      607,990.      MT  (+/- 180 meters Scaled)
 AH9832
 AH9832                          SUPERSEDED SURVEY CONTROL
 AH9832
 AH9832.No superseded survey control is available for this station.
 AH9832
 AH9832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS715681(NAD 83)
 AH9832_MARKER: DD = SURVEY DISK
 AH9832_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9832_STAMPING: 1406 R 1995
 AH9832_MARK LOGO: MNDT  
 AH9832_PROJECTION: RECESSED 3 CENTIMETERS
 AH9832_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9832+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9832_ROD/PIPE-DEPTH: 10.7 meters
 AH9832
 AH9832  HISTORY     - Date     Condition        Report By
 AH9832  HISTORY     - 1995     MONUMENTED       MNDT
 AH9832
 AH9832                          STATION DESCRIPTION
 AH9832
 AH9832'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9832'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SSW OF COMSTOCK, 1.0 MI (1.6
 AH9832'KM) SOUTH ALONG TH 75 FROM THE JCT OF TH 75 AND CO RD 2 IN COMSTOCK,
 AH9832'AT TH 75 MP 234.25, 79.5 FT (24.2 M) WEST OF TH 75, 17.5 FT (5.3 M)
 AH9832'NORTH OF CO RD 51, 31.7 FT (9.7 M) SOUTH OF A TEL CABLE MARKER POST,
 AH9832'18 FT (5.5 M) EAST OF A FIELD ENT, AND 4.9 FT (1.5 M) WEST OF A WIT
 AH9832'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9834 ***********************************************************************
 AH9834  DESIGNATION -  1406 S
 AH9834  PID         -  AH9834
 AH9834  STATE/COUNTY-  MN/CLAY
 AH9834  USGS QUAD   -  HICKSON (1979)
 AH9834
 AH9834                         *CURRENT SURVEY CONTROL
 AH9834  ___________________________________________________________________
 AH9834* NAD 83(1986)-  46 39 34.     (N)    096 46 47.     (W)     SCALED    
 AH9834* NAVD 88     -       280.600  (meters)     920.60   (feet)  ADJUSTED  
 AH9834  ___________________________________________________________________
 AH9834  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH9834  DYNAMIC HT  -         280.624 (meters)     920.68  (feet)  COMP
 AH9834  MODELED GRAV-     980,689.6   (mgal)                       NAVD 88
 AH9834
 AH9834  VERT ORDER  -  SECOND    CLASS I
 AH9834
 AH9834.The horizontal coordinates were scaled from a topographic map and have
 AH9834.an estimated accuracy of +/- 6 seconds.
 AH9834
 AH9834.The orthometric height was determined by differential leveling
 AH9834.and adjusted by the National Geodetic Survey in September 1999..
 AH9834
 AH9834.The geoid height was determined by GEOID03.
 AH9834
 AH9834.The dynamic height is computed by dividing the NAVD 88
 AH9834.geopotential number by the normal gravity value computed on the
 AH9834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9834.degrees latitude (g = 980.6199 gals.).
 AH9834
 AH9834.The modeled gravity was interpolated from observed gravity values.
 AH9834
 AH9834;                    North         East    Units  Estimated Accuracy
 AH9834;SPC MN C     -   287,540.      606,430.      MT  (+/- 180 meters Scaled)
 AH9834
 AH9834                          SUPERSEDED SURVEY CONTROL
 AH9834
 AH9834.No superseded survey control is available for this station.
 AH9834
 AH9834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS698697(NAD 83)
 AH9834_MARKER: DD = SURVEY DISK
 AH9834_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9834_STAMPING: 1406 S 1995
 AH9834_MARK LOGO: MNDT  
 AH9834_PROJECTION: RECESSED 5 CENTIMETERS
 AH9834_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9834+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9834_ROD/PIPE-DEPTH:  6.6 meters
 AH9834
 AH9834  HISTORY     - Date     Condition        Report By
 AH9834  HISTORY     - 1995     MONUMENTED       MNDT
 AH9834
 AH9834                          STATION DESCRIPTION
 AH9834
 AH9834'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9834'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) WEST OF COMSTOCK, 1.0 MI
 AH9834'(1.6 KM) WEST ALONG CO RD 2 FROM THE JCT OF TH 75 AND CO RD 2 IN
 AH9834'COMSTOCK, 72 FT (21.9 M) NORTH OF CO RD 2, 22.5 FT (6.9 M) WEST OF CO
 AH9834'RD 59, 17.5 FT (5.3 M) SOUTH OF A FIELD ENT, 31.0 FT (9.4 M) NE OF A
 AH9834'TEL CABLE MARKER POST, AND 19.2 FT (5.9 M) NORTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9835 ***********************************************************************
 AH9835  DESIGNATION -  1406 T
 AH9835  PID         -  AH9835
 AH9835  STATE/COUNTY-  MN/CLAY
 AH9835  USGS QUAD   -  HICKSON (1979)
 AH9835
 AH9835                         *CURRENT SURVEY CONTROL
 AH9835  ___________________________________________________________________
 AH9835* NAD 83(1986)-  46 39 32.     (N)    096 47 49.     (W)     SCALED    
 AH9835* NAVD 88     -       277.624  (meters)     910.84   (feet)  ADJUSTED  
 AH9835  ___________________________________________________________________
 AH9835  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH9835  DYNAMIC HT  -         277.646 (meters)     910.91  (feet)  COMP
 AH9835  MODELED GRAV-     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
 AH9835.and adjusted by the National Geodetic Survey in September 1999..
 AH9835
 AH9835.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF8768 ***********************************************************************
 DF8768  DESIGNATION -  1407 AC
 DF8768  PID         -  DF8768
 DF8768  STATE/COUNTY-  MN/CLAY
 DF8768  USGS QUAD   -  GEORGETOWN (1963)
 DF8768
 DF8768                         *CURRENT SURVEY CONTROL
 DF8768  ___________________________________________________________________
 DF8768* NAD 83(1986)-  47 00 21.     (N)    096 45 34.     (W)     SCALED    
 DF8768* NAVD 88     -       271.371  (meters)     890.32   (feet)  ADJUSTED  
 DF8768  ___________________________________________________________________
 DF8768  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DF8768  DYNAMIC HT  -         271.404 (meters)     890.43  (feet)  COMP
 DF8768  MODELED GRAV-     980,727.3   (mgal)                       NAVD 88
 DF8768
 DF8768  VERT ORDER  -  SECOND    CLASS I
 DF8768
 DF8768.The horizontal coordinates were scaled from a topographic map and have
 DF8768.an estimated accuracy of +/- 6 seconds.
 DF8768
 DF8768.The orthometric height was determined by differential leveling
 DF8768.and adjusted by the National Geodetic Survey in April 2004..
 DF8768
 DF8768.The geoid height was determined by GEOID03.
 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     -   325,970.      609,200.      MT  (+/- 180 meters Scaled)
 DF8768
 DF8768                          SUPERSEDED SURVEY CONTROL
 DF8768
 DF8768.No superseded survey control is available for this station.
 DF8768
 DF8768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT703082(NAD 83)
 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: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8768+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF8768_ROD/PIPE-DEPTH: 22.9 meters
 DF8768
 DF8768  HISTORY     - Date     Condition        Report By
 DF8768  HISTORY     - 2002     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8769 ***********************************************************************
 DF8769  DESIGNATION -  1407 AD
 DF8769  PID         -  DF8769
 DF8769  STATE/COUNTY-  MN/CLAY
 DF8769  USGS QUAD   -  GEORGETOWN (1963)
 DF8769
 DF8769                         *CURRENT SURVEY CONTROL
 DF8769  ___________________________________________________________________
 DF8769* NAD 83(1986)-  47 01 14.     (N)    096 46 06.     (W)     SCALED    
 DF8769* NAVD 88     -       271.039  (meters)     889.23   (feet)  ADJUSTED  
 DF8769  ___________________________________________________________________
 DF8769  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DF8769  DYNAMIC HT  -         271.072 (meters)     889.34  (feet)  COMP
 DF8769  MODELED GRAV-     980,727.8   (mgal)                       NAVD 88
 DF8769
 DF8769  VERT ORDER  -  SECOND    CLASS I
 DF8769
 DF8769.The horizontal coordinates were scaled from a topographic map and have
 DF8769.an estimated accuracy of +/- 6 seconds.
 DF8769
 DF8769.The orthometric height was determined by differential leveling
 DF8769.and adjusted by the National Geodetic Survey in April 2004..
 DF8769
 DF8769.The geoid height was determined by GEOID03.
 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     -   327,630.      608,570.      MT  (+/- 180 meters Scaled)
 DF8769
 DF8769                          SUPERSEDED SURVEY CONTROL
 DF8769
 DF8769.No superseded survey control is available for this station.
 DF8769
 DF8769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT695098(NAD 83)
 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 - 2002
 DF8769_ROD/PIPE-DEPTH: 12.2 meters
 DF8769
 DF8769  HISTORY     - Date     Condition        Report By
 DF8769  HISTORY     - 2002     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5238 ***********************************************************************
 DE5238  FBN         -  This is a Federal Base Network Control Station.
 DE5238  DESIGNATION -  1407 J
 DE5238  PID         -  DE5238
 DE5238  STATE/COUNTY-  MN/CLAY
 DE5238  USGS QUAD   -  GEORGETOWN (1963)
 DE5238
 DE5238                         *CURRENT SURVEY CONTROL
 DE5238  ___________________________________________________________________
 DE5238* NAD 83(1996)-  47 02 06.35141(N)    096 46 30.46111(W)     ADJUSTED  
 DE5238* NAVD 88     -       269.950  (meters)     885.66   (feet)  ADJUSTED  
 DE5238  ___________________________________________________________________
 DE5238  X           -    -513,771.962 (meters)                     COMP
 DE5238  Y           -  -4,324,587.560 (meters)                     COMP
 DE5238  Z           -   4,644,603.269 (meters)                     COMP
 DE5238  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 DE5238  ELLIP HEIGHT-         243.66  (meters)          (05/28/02) GPS OBS
 DE5238  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DE5238  DYNAMIC HT  -         269.983 (meters)     885.77  (feet)  COMP
 DE5238  MODELED GRAV-     980,728.8   (mgal)                       NAVD 88
 DE5238
 DE5238  HORZ ORDER  -  B
 DE5238  VERT ORDER  -  SECOND    CLASS I
 DE5238  ELLP ORDER  -  THIRD     CLASS II
 DE5238
 DE5238.The horizontal coordinates were established by GPS observations
 DE5238.and adjusted by the MN DEPT OF TRANSP in May 2002..
 DE5238
 DE5238.The orthometric height was determined by differential leveling
 DE5238.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE5238
 DE5238.The ellipsoidal height was determined by GPS observations
 DE5238.and is referenced to NAD 83.
 DE5238
 DE5238.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE5238;SPC MN C     -   329,261.190   608,107.792   MT  0.99999678   -1 49 35.9
 DE5238;UTM  14      - 5,211,466.576   669,033.408   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                          SUPERSEDED SURVEY CONTROL
 DE5238
 DE5238  NAVD 88 (09/16/04)  269.95   (m)          885.7    (f) LEVELING    3  
 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: 14TPT6903311467(NAD 83)
 DE5238_MARKER: DB = BENCH MARK DISK
 DE5238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5238_STAMPING: 1407 J 1953
 DE5238_MARK LOGO: MNDT  
 DE5238_PROJECTION: PROJECTING 15 CENTIMETERS
 DE5238_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DE5238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5238+STABILITY: SURFACE MOTION
 DE5238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5238+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2004
 DE5238
 DE5238  HISTORY     - Date     Condition        Report By
 DE5238  HISTORY     - 1953     MONUMENTED       MNDT
 DE5238  HISTORY     - 200111   GOOD             MNDT
 DE5238  HISTORY     - 20020415 GOOD             MNDT
 DE5238  HISTORY     - 20040209 GOOD             MNDT
 DE5238  HISTORY     - 20040809 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8010 ***********************************************************************
 DF8010  DESIGNATION -  1407 S
 DF8010  PID         -  DF8010
 DF8010  STATE/COUNTY-  MN/CLAY
 DF8010  USGS QUAD   -  DILWORTH (1976)
 DF8010
 DF8010                         *CURRENT SURVEY CONTROL
 DF8010  ___________________________________________________________________
 DF8010* NAD 83(1986)-  46 53 20.     (N)    096 44 46.     (W)     SCALED    
 DF8010* NAVD 88     -       275.626  (meters)     904.28   (feet)  ADJUSTED  
 DF8010  ___________________________________________________________________
 DF8010  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 DF8010  DYNAMIC HT  -         275.651 (meters)     904.37  (feet)  COMP
 DF8010  MODELED GRAV-     980,700.4   (mgal)                       NAVD 88
 DF8010
 DF8010  VERT ORDER  -  SECOND    CLASS I
 DF8010
 DF8010.The horizontal coordinates were scaled from a topographic map and have
 DF8010.an estimated accuracy of +/- 6 seconds.
 DF8010
 DF8010.The orthometric height was determined by differential leveling
 DF8010.and adjusted by the National Geodetic Survey in April 2004..
 DF8010
 DF8010.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF8010;SPC MN C     -   312,950.      609,800.      MT  (+/- 180 meters Scaled)
 DF8010
 DF8010                          SUPERSEDED SURVEY CONTROL
 DF8010
 DF8010.No superseded survey control is available for this station.
 DF8010
 DF8010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS717952(NAD 83)
 DF8010_MARKER: DD = SURVEY DISK
 DF8010_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF8010_SP_SET: BOX CULVERT
 DF8010_STAMPING: 1407 S 1994
 DF8010_MARK LOGO: MNDT  
 DF8010_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8010+STABILITY: SURFACE MOTION
 DF8010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8010+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DF8010
 DF8010  HISTORY     - Date     Condition        Report By
 DF8010  HISTORY     - 1994     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8011 ***********************************************************************
 DF8011  DESIGNATION -  1407 T
 DF8011  PID         -  DF8011
 DF8011  STATE/COUNTY-  MN/CLAY
 DF8011  USGS QUAD   -  DILWORTH (1976)
 DF8011
 DF8011                         *CURRENT SURVEY CONTROL
 DF8011  ___________________________________________________________________
 DF8011* NAD 83(1986)-  46 53 57.     (N)    096 44 44.     (W)     SCALED    
 DF8011* NAVD 88     -       276.089  (meters)     905.80   (feet)  ADJUSTED  
 DF8011  ___________________________________________________________________
 DF8011  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DF8011  DYNAMIC HT  -         276.117 (meters)     905.89  (feet)  COMP
 DF8011  MODELED GRAV-     980,704.8   (mgal)                       NAVD 88
 DF8011
 DF8011  VERT ORDER  -  SECOND    CLASS I
 DF8011
 DF8011.The horizontal coordinates were scaled from a topographic map and have
 DF8011.an estimated accuracy of +/- 6 seconds.
 DF8011
 DF8011.The orthometric height was determined by differential leveling
 DF8011.and adjusted by the National Geodetic Survey in April 2004..
 DF8011
 DF8011.The geoid height was determined by GEOID03.
 DF8011
 DF8011.The dynamic height is computed by dividing the NAVD 88
 DF8011.geopotential number by the normal gravity value computed on the
 DF8011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8011.degrees latitude (g = 980.6199 gals.).
 DF8011
 DF8011.The modeled gravity was interpolated from observed gravity values.
 DF8011
 DF8011;                    North         East    Units  Estimated Accuracy
 DF8011;SPC MN C     -   314,090.      609,880.      MT  (+/- 180 meters Scaled)
 DF8011
 DF8011                          SUPERSEDED SURVEY CONTROL
 DF8011
 DF8011.No superseded survey control is available for this station.
 DF8011
 DF8011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS717964(NAD 83)
 DF8011_MARKER: DD = SURVEY DISK
 DF8011_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8011_STAMPING: 1407 T 1994
 DF8011_MARK LOGO: MNDT  
 DF8011_PROJECTION: FLUSH
 DF8011_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8011+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2002
 DF8011_ROD/PIPE-DEPTH: 15.2 meters
 DF8011
 DF8011  HISTORY     - Date     Condition        Report By
 DF8011  HISTORY     - 1994     MONUMENTED       MNDT
 DF8011  HISTORY     - 20020415 GOOD             MNDT
 DF8011
 DF8011                          STATION DESCRIPTION
 DF8011
 DF8011'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8011'1.0 MI (1.6 KM) NORTH OF MOORHEAD, 1.6 MI (2.6 KM) NORTH ALONG TH 75
 DF8011'FROM EAST JCT OF TH 75 AND TH 10 IN MOORHEAD, AT TH 75 MP 253.0, 499.0
 DF8011'FT (152.1 M) EAST OF TH 75 ON WEST BERM OF LANDFILL, 69.0 FT (21.0 M)
 DF8011'EAST OF MP 253 SIGN POST, 160.8 FT (49.0 M) NORTH OF WELL HEAD, MARK
 DF8011'IS MNDT ALUMINUM DISK ON 50 FT (15.2 M) LONG DRIVEN ALUMINUM ROD.
 DF8011
 DF8011                          STATION RECOVERY (2002)
 DF8011
 DF8011'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DF8011'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 DF8011'FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8013 ***********************************************************************
 DF8013  DESIGNATION -  1407 U
 DF8013  PID         -  DF8013
 DF8013  STATE/COUNTY-  MN/CLAY
 DF8013  USGS QUAD   -  DILWORTH (1976)
 DF8013
 DF8013                         *CURRENT SURVEY CONTROL
 DF8013  ___________________________________________________________________
 DF8013* NAD 83(1986)-  46 54 20.     (N)    096 43 31.     (W)     SCALED    
 DF8013* NAVD 88     -       275.320  (meters)     903.28   (feet)  ADJUSTED  
 DF8013  ___________________________________________________________________
 DF8013  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DF8013  DYNAMIC HT  -         275.348 (meters)     903.37  (feet)  COMP
 DF8013  MODELED GRAV-     980,707.6   (mgal)                       NAVD 88
 DF8013
 DF8013  VERT ORDER  -  SECOND    CLASS I
 DF8013
 DF8013.The horizontal coordinates were scaled from a topographic map and have
 DF8013.an estimated accuracy of +/- 6 seconds.
 DF8013
 DF8013.The orthometric height was determined by differential leveling
 DF8013.and adjusted by the National Geodetic Survey in April 2004..
 DF8013
 DF8013.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF8013;SPC MN C     -   314,750.      611,450.      MT  (+/- 180 meters Scaled)
 DF8013
 DF8013                          SUPERSEDED SURVEY CONTROL
 DF8013
 DF8013.No superseded survey control is available for this station.
 DF8013
 DF8013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS732971(NAD 83)
 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: RECESSED 3 CENTIMETERS
 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 - April 15, 2002
 DF8013_ROD/PIPE-DEPTH: 15.2 meters
 DF8013
 DF8013  HISTORY     - Date     Condition        Report By
 DF8013  HISTORY     - 1994     MONUMENTED       MNDT
 DF8013  HISTORY     - 20020415 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8762 ***********************************************************************
 DF8762  DESIGNATION -  1407 V
 DF8762  PID         -  DF8762
 DF8762  STATE/COUNTY-  MN/CLAY
 DF8762  USGS QUAD   -  DILWORTH (1976)
 DF8762
 DF8762                         *CURRENT SURVEY CONTROL
 DF8762  ___________________________________________________________________
 DF8762* NAD 83(1986)-  46 55 10.     (N)    096 44 40.     (W)     SCALED    
 DF8762* NAVD 88     -       274.433  (meters)     900.37   (feet)  ADJUSTED  
 DF8762  ___________________________________________________________________
 DF8762  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DF8762  DYNAMIC HT  -         274.463 (meters)     900.47  (feet)  COMP
 DF8762  MODELED GRAV-     980,715.1   (mgal)                       NAVD 88
 DF8762
 DF8762  VERT ORDER  -  SECOND    CLASS I
 DF8762
 DF8762.The horizontal coordinates were scaled from a topographic map and have
 DF8762.an estimated accuracy of +/- 6 seconds.
 DF8762
 DF8762.The orthometric height was determined by differential leveling
 DF8762.and adjusted by the National Geodetic Survey in April 2004..
 DF8762
 DF8762.The geoid height was determined by GEOID03.
 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     -   316,340.      610,030.      MT  (+/- 180 meters Scaled)
 DF8762
 DF8762                          SUPERSEDED SURVEY CONTROL
 DF8762
 DF8762.No superseded survey control is available for this station.
 DF8762
 DF8762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS717986(NAD 83)
 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 = OCTOBER  6, 2006
 DF8763 ***********************************************************************
 DF8763  DESIGNATION -  1407 W
 DF8763  PID         -  DF8763
 DF8763  STATE/COUNTY-  MN/CLAY
 DF8763  USGS QUAD   -  DILWORTH (1976)
 DF8763
 DF8763                         *CURRENT SURVEY CONTROL
 DF8763  ___________________________________________________________________
 DF8763* NAD 83(1986)-  46 56 03.     (N)    096 44 45.     (W)     SCALED    
 DF8763* NAVD 88     -       273.566  (meters)     897.52   (feet)  ADJUSTED  
 DF8763  ___________________________________________________________________
 DF8763  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DF8763  DYNAMIC HT  -         273.597 (meters)     897.63  (feet)  COMP
 DF8763  MODELED GRAV-     980,722.0   (mgal)                       NAVD 88
 DF8763
 DF8763  VERT ORDER  -  SECOND    CLASS I
 DF8763
 DF8763.The horizontal coordinates were scaled from a topographic map and have
 DF8763.an estimated accuracy of +/- 6 seconds.
 DF8763
 DF8763.The orthometric height was determined by differential leveling
 DF8763.and adjusted by the National Geodetic Survey in April 2004..
 DF8763
 DF8763.The geoid height was determined by GEOID03.
 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     -   317,980.      609,980.      MT  (+/- 180 meters Scaled)
 DF8763
 DF8763                          SUPERSEDED SURVEY CONTROL
 DF8763
 DF8763.No superseded survey control is available for this station.
 DF8763
 DF8763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT715003(NAD 83)
 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 = OCTOBER  6, 2006
 DF8764 ***********************************************************************
 DF8764  DESIGNATION -  1407 X
 DF8764  PID         -  DF8764
 DF8764  STATE/COUNTY-  MN/CLAY
 DF8764  USGS QUAD   -  DILWORTH (1976)
 DF8764
 DF8764                         *CURRENT SURVEY CONTROL
 DF8764  ___________________________________________________________________
 DF8764* NAD 83(1986)-  46 57 02.     (N)    096 44 44.     (W)     SCALED    
 DF8764* NAVD 88     -       272.897  (meters)     895.33   (feet)  ADJUSTED  
 DF8764  ___________________________________________________________________
 DF8764  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DF8764  DYNAMIC HT  -         272.929 (meters)     895.43  (feet)  COMP
 DF8764  MODELED GRAV-     980,724.9   (mgal)                       NAVD 88
 DF8764
 DF8764  VERT ORDER  -  SECOND    CLASS I
 DF8764
 DF8764.The horizontal coordinates were scaled from a topographic map and have
 DF8764.an estimated accuracy of +/- 6 seconds.
 DF8764
 DF8764.The orthometric height was determined by differential leveling
 DF8764.and adjusted by the National Geodetic Survey in April 2004..
 DF8764
 DF8764.The geoid height was determined by GEOID03.
 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     -   319,800.      610,060.      MT  (+/- 180 meters Scaled)
 DF8764
 DF8764                          SUPERSEDED SURVEY CONTROL
 DF8764
 DF8764.No superseded survey control is available for this station.
 DF8764
 DF8764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT715021(NAD 83)
 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 = OCTOBER  6, 2006
 DF8765 ***********************************************************************
 DF8765  DESIGNATION -  1407 Y
 DF8765  PID         -  DF8765
 DF8765  STATE/COUNTY-  MN/CLAY
 DF8765  USGS QUAD   -  DILWORTH (1976)
 DF8765
 DF8765                         *CURRENT SURVEY CONTROL
 DF8765  ___________________________________________________________________
 DF8765* NAD 83(1986)-  46 57 47.     (N)    096 44 49.     (W)     SCALED    
 DF8765* NAVD 88     -       272.634  (meters)     894.47   (feet)  ADJUSTED  
 DF8765  ___________________________________________________________________
 DF8765  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DF8765  DYNAMIC HT  -         272.666 (meters)     894.57  (feet)  COMP
 DF8765  MODELED GRAV-     980,725.7   (mgal)                       NAVD 88
 DF8765
 DF8765  VERT ORDER  -  SECOND    CLASS I
 DF8765
 DF8765.The horizontal coordinates were scaled from a topographic map and have
 DF8765.an estimated accuracy of +/- 6 seconds.
 DF8765
 DF8765.The orthometric height was determined by differential leveling
 DF8765.and adjusted by the National Geodetic Survey in April 2004..
 DF8765
 DF8765.The geoid height was determined by GEOID03.
 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     -   321,190.      610,000.      MT  (+/- 180 meters Scaled)
 DF8765
 DF8765                          SUPERSEDED SURVEY CONTROL
 DF8765
 DF8765.No superseded survey control is available for this station.
 DF8765
 DF8765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT714035(NAD 83)
 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 = OCTOBER  6, 2006
 DF8766 ***********************************************************************
 DF8766  DESIGNATION -  1407 Z
 DF8766  PID         -  DF8766
 DF8766  STATE/COUNTY-  MN/CLAY
 DF8766  USGS QUAD   -  DILWORTH (1976)
 DF8766
 DF8766                         *CURRENT SURVEY CONTROL
 DF8766  ___________________________________________________________________
 DF8766* NAD 83(1986)-  46 58 38.     (N)    096 44 45.     (W)     SCALED    
 DF8766* NAVD 88     -       271.761  (meters)     891.60   (feet)  ADJUSTED  
 DF8766  ___________________________________________________________________
 DF8766  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DF8766  DYNAMIC HT  -         271.794 (meters)     891.71  (feet)  COMP
 DF8766  MODELED GRAV-     980,726.3   (mgal)                       NAVD 88
 DF8766
 DF8766  VERT ORDER  -  SECOND    CLASS I
 DF8766
 DF8766.The horizontal coordinates were scaled from a topographic map and have
 DF8766.an estimated accuracy of +/- 6 seconds.
 DF8766
 DF8766.The orthometric height was determined by differential leveling
 DF8766.and adjusted by the National Geodetic Survey in April 2004..
 DF8766
 DF8766.The geoid height was determined by GEOID03.
 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     -   322,760.      610,130.      MT  (+/- 180 meters Scaled)
 DF8766
 DF8766                          SUPERSEDED SURVEY CONTROL
 DF8766
 DF8766.No superseded survey control is available for this station.
 DF8766
 DF8766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT714050(NAD 83)
 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 = OCTOBER  6, 2006
 RP0090 ***********************************************************************
 RP0090  DESIGNATION -  1409 AA
 RP0090  PID         -  RP0090
 RP0090  STATE/COUNTY-  MN/CLAY
 RP0090  USGS QUAD   -  BARNESVILLE (1981)
 RP0090
 RP0090                         *CURRENT SURVEY CONTROL
 RP0090  ___________________________________________________________________
 RP0090* NAD 83(1986)-  46 40 28.     (N)    096 25 15.     (W)     SCALED    
 RP0090* NAVD 88     -       306.469  (meters)    1005.47   (feet)  ADJUSTED  
 RP0090  ___________________________________________________________________
 RP0090  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 RP0090  DYNAMIC HT  -         306.495 (meters)    1005.56  (feet)  COMP
 RP0090  MODELED GRAV-     980,688.9   (mgal)                       NAVD 88
 RP0090
 RP0090  VERT ORDER  -  SECOND    CLASS 0
 RP0090
 RP0090.The horizontal coordinates were scaled from a topographic map and have
 RP0090.an estimated accuracy of +/- 6 seconds.
 RP0090
 RP0090.The orthometric height was determined by differential leveling
 RP0090.and adjusted by the National Geodetic Survey in June 1991..
 RP0090
 RP0090.The geoid height was determined by GEOID03.
 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     -   288,390.      633,930.      MT  (+/- 180 meters Scaled)
 RP0090
 RP0090                          SUPERSEDED SURVEY CONTROL
 RP0090
 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: 14TPS972722(NAD 83)
 RP0090_MARKER: DD = SURVEY DISK
 RP0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0090_SP_SET: MONUMENT
 RP0090_STAMPING: 1409 AA 1968
 RP0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0090
 RP0090  HISTORY     - Date     Condition        Report By
 RP0090  HISTORY     - 1968     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0842 ***********************************************************************
 DI0842  DESIGNATION -  1409 E
 DI0842  PID         -  DI0842
 DI0842  STATE/COUNTY-  MN/CLAY
 DI0842  USGS QUAD   -  GLYNDON SOUTH (1964)
 DI0842
 DI0842                         *CURRENT SURVEY CONTROL
 DI0842  ___________________________________________________________________
 DI0842* NAD 83(1986)-  46 48 15.     (N)    096 30 19.     (W)     SCALED    
 DI0842* NAVD 88     -       289.297  (meters)     949.14   (feet)  ADJUSTED  
 DI0842  ___________________________________________________________________
 DI0842  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DI0842  DYNAMIC HT  -         289.316 (meters)     949.20  (feet)  COMP
 DI0842  MODELED GRAV-     980,672.7   (mgal)                       NAVD 88
 DI0842
 DI0842  VERT ORDER  -  SECOND    CLASS I
 DI0842
 DI0842.The horizontal coordinates were scaled from a topographic map and have
 DI0842.an estimated accuracy of +/- 6 seconds.
 DI0842
 DI0842.The orthometric height was determined by differential leveling
 DI0842.and adjusted by the National Geodetic Survey in September 2006..
 DI0842
 DI0842.Photographs are available for this station.
 DI0842
 DI0842.The geoid height was determined by GEOID03.
 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     -   302,980.      627,880.      MT  (+/- 180 meters Scaled)
 DI0842
 DI0842                          SUPERSEDED SURVEY CONTROL
 DI0842
 DI0842.No superseded survey control is available for this station.
 DI0842
 DI0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS903864(NAD 83)
 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
 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 = OCTOBER  6, 2006
 DI0844 ***********************************************************************
 DI0844  DESIGNATION -  1409 H
 DI0844  PID         -  DI0844
 DI0844  STATE/COUNTY-  MN/CLAY
 DI0844  USGS QUAD   -  DOWNER (1966)
 DI0844
 DI0844                         *CURRENT SURVEY CONTROL
 DI0844  ___________________________________________________________________
 DI0844* NAD 83(1986)-  46 46 08.     (N)    096 29 42.     (W)     SCALED    
 DI0844* NAVD 88     -       294.996  (meters)     967.83   (feet)  ADJUSTED  
 DI0844  ___________________________________________________________________
 DI0844  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DI0844  DYNAMIC HT  -         295.016 (meters)     967.90  (feet)  COMP
 DI0844  MODELED GRAV-     980,675.2   (mgal)                       NAVD 88
 DI0844
 DI0844  VERT ORDER  -  SECOND    CLASS I
 DI0844
 DI0844.The horizontal coordinates were scaled from a topographic map and have
 DI0844.an estimated accuracy of +/- 6 seconds.
 DI0844
 DI0844.The orthometric height was determined by differential leveling
 DI0844.and adjusted by the National Geodetic Survey in September 2006..
 DI0844
 DI0844.Photographs are available for this station.
 DI0844
 DI0844.The geoid height was determined by GEOID03.
 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     -   299,040.      628,550.      MT  (+/- 180 meters Scaled)
 DI0844
 DI0844                          SUPERSEDED SURVEY CONTROL
 DI0844
 DI0844.No superseded survey control is available for this station.
 DI0844
 DI0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS912825(NAD 83)
 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
 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 = OCTOBER  6, 2006
 DI0843 ***********************************************************************
 DI0843  DESIGNATION -  1409 I
 DI0843  PID         -  DI0843
 DI0843  STATE/COUNTY-  MN/CLAY
 DI0843  USGS QUAD   -  GLYNDON SOUTH (1964)
 DI0843
 DI0843                         *CURRENT SURVEY CONTROL
 DI0843  ___________________________________________________________________
 DI0843* NAD 83(1986)-  46 46 32.     (N)    096 30 02.     (W)     SCALED    
 DI0843* NAVD 88     -       291.697  (meters)     957.01   (feet)  ADJUSTED  
 DI0843  ___________________________________________________________________
 DI0843  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DI0843  DYNAMIC HT  -         291.717 (meters)     957.07  (feet)  COMP
 DI0843  MODELED GRAV-     980,673.2   (mgal)                       NAVD 88
 DI0843
 DI0843  VERT ORDER  -  SECOND    CLASS I
 DI0843
 DI0843.The horizontal coordinates were scaled from a topographic map and have
 DI0843.an estimated accuracy of +/- 6 seconds.
 DI0843
 DI0843.The orthometric height was determined by differential leveling
 DI0843.and adjusted by the National Geodetic Survey in September 2006..
 DI0843
 DI0843.Photographs are available for this station.
 DI0843
 DI0843.The geoid height was determined by GEOID03.
 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     -   299,790.      628,150.      MT  (+/- 180 meters Scaled)
 DI0843
 DI0843                          SUPERSEDED SURVEY CONTROL
 DI0843
 DI0843.No superseded survey control is available for this station.
 DI0843
 DI0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS908832(NAD 83)
 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 = OCTOBER  6, 2006
 DI0847 ***********************************************************************
 DI0847  DESIGNATION -  1409 J
 DI0847  PID         -  DI0847
 DI0847  STATE/COUNTY-  MN/CLAY
 DI0847  USGS QUAD   -  GLYNDON SOUTH (1964)
 DI0847
 DI0847                         *CURRENT SURVEY CONTROL
 DI0847  ___________________________________________________________________
 DI0847* NAD 83(1986)-  46 47 24.     (N)    096 30 19.     (W)     SCALED    
 DI0847* NAVD 88     -       289.739  (meters)     950.59   (feet)  ADJUSTED  
 DI0847  ___________________________________________________________________
 DI0847  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DI0847  DYNAMIC HT  -         289.758 (meters)     950.65  (feet)  COMP
 DI0847  MODELED GRAV-     980,672.7   (mgal)                       NAVD 88
 DI0847
 DI0847  VERT ORDER  -  SECOND    CLASS I
 DI0847
 DI0847.The horizontal coordinates were scaled from a topographic map and have
 DI0847.an estimated accuracy of +/- 6 seconds.
 DI0847
 DI0847.The orthometric height was determined by differential leveling
 DI0847.and adjusted by the National Geodetic Survey in September 2006..
 DI0847
 DI0847.Photographs are available for this station.
 DI0847
 DI0847.The geoid height was determined by GEOID03.
 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     -   301,410.      627,830.      MT  (+/- 180 meters Scaled)
 DI0847
 DI0847                          SUPERSEDED SURVEY CONTROL
 DI0847
 DI0847.No superseded survey control is available for this station.
 DI0847
 DI0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS904848(NAD 83)
 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 = OCTOBER  6, 2006
 DI0841 ***********************************************************************
 DI0841  DESIGNATION -  1409 K
 DI0841  PID         -  DI0841
 DI0841  STATE/COUNTY-  MN/CLAY
 DI0841  USGS QUAD   -  GLYNDON SOUTH (1964)
 DI0841
 DI0841                         *CURRENT SURVEY CONTROL
 DI0841  ___________________________________________________________________
 DI0841* NAD 83(1986)-  46 49 08.     (N)    096 30 16.     (W)     SCALED    
 DI0841* NAVD 88     -       287.943  (meters)     944.69   (feet)  ADJUSTED  
 DI0841  ___________________________________________________________________
 DI0841  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DI0841  DYNAMIC HT  -         287.962 (meters)     944.76  (feet)  COMP
 DI0841  MODELED GRAV-     980,673.3   (mgal)                       NAVD 88
 DI0841
 DI0841  VERT ORDER  -  SECOND    CLASS I
 DI0841
 DI0841.The horizontal coordinates were scaled from a topographic map and have
 DI0841.an estimated accuracy of +/- 6 seconds.
 DI0841
 DI0841.The orthometric height was determined by differential leveling
 DI0841.and adjusted by the National Geodetic Survey in September 2006..
 DI0841
 DI0841.Photographs are available for this station.
 DI0841
 DI0841.The geoid height was determined by GEOID03.
 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     -   304,620.      627,990.      MT  (+/- 180 meters Scaled)
 DI0841
 DI0841                          SUPERSEDED SURVEY CONTROL
 DI0841
 DI0841.No superseded survey control is available for this station.
 DI0841
 DI0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS903880(NAD 83)
 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 = OCTOBER  6, 2006
 DI0839 ***********************************************************************
 DI0839  DESIGNATION -  1409 L
 DI0839  PID         -  DI0839
 DI0839  STATE/COUNTY-  MN/CLAY
 DI0839  USGS QUAD   -  GLYNDON SOUTH (1964)
 DI0839
 DI0839                         *CURRENT SURVEY CONTROL
 DI0839  ___________________________________________________________________
 DI0839* NAD 83(1986)-  46 50 54.     (N)    096 30 17.     (W)     SCALED    
 DI0839* NAVD 88     -       287.040  (meters)     941.73   (feet)  ADJUSTED  
 DI0839  ___________________________________________________________________
 DI0839  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DI0839  DYNAMIC HT  -         287.060 (meters)     941.80  (feet)  COMP
 DI0839  MODELED GRAV-     980,676.1   (mgal)                       NAVD 88
 DI0839
 DI0839  VERT ORDER  -  SECOND    CLASS I
 DI0839
 DI0839.The horizontal coordinates were scaled from a topographic map and have
 DI0839.an estimated accuracy of +/- 6 seconds.
 DI0839
 DI0839.The orthometric height was determined by differential leveling
 DI0839.and adjusted by the National Geodetic Survey in September 2006..
 DI0839
 DI0839.Photographs are available for this station.
 DI0839
 DI0839.The geoid height was determined by GEOID03.
 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     -   307,890.      628,060.      MT  (+/- 180 meters Scaled)
 DI0839
 DI0839                          SUPERSEDED SURVEY CONTROL
 DI0839
 DI0839.No superseded survey control is available for this station.
 DI0839
 DI0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS902913(NAD 83)
 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 = OCTOBER  6, 2006
 DI0840 ***********************************************************************
 DI0840  DESIGNATION -  1409 M
 DI0840  PID         -  DI0840
 DI0840  STATE/COUNTY-  MN/CLAY
 DI0840  USGS QUAD   -  GLYNDON SOUTH (1964)
 DI0840
 DI0840                         *CURRENT SURVEY CONTROL
 DI0840  ___________________________________________________________________
 DI0840* NAD 83(1986)-  46 51 45.     (N)    096 30 17.     (W)     SCALED    
 DI0840* NAVD 88     -       286.086  (meters)     938.60   (feet)  ADJUSTED  
 DI0840  ___________________________________________________________________
 DI0840  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DI0840  DYNAMIC HT  -         286.107 (meters)     938.67  (feet)  COMP
 DI0840  MODELED GRAV-     980,678.0   (mgal)                       NAVD 88
 DI0840
 DI0840  VERT ORDER  -  SECOND    CLASS I
 DI0840
 DI0840.The horizontal coordinates were scaled from a topographic map and have
 DI0840.an estimated accuracy of +/- 6 seconds.
 DI0840
 DI0840.The orthometric height was determined by differential leveling
 DI0840.and adjusted by the National Geodetic Survey in September 2006..
 DI0840
 DI0840.Photographs are available for this station.
 DI0840
 DI0840.The geoid height was determined by GEOID03.
 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     -   309,460.      628,110.      MT  (+/- 180 meters Scaled)
 DI0840
 DI0840                          SUPERSEDED SURVEY CONTROL
 DI0840
 DI0840.No superseded survey control is available for this station.
 DI0840
 DI0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS901929(NAD 83)
 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 = OCTOBER  6, 2006
 PP0046 ***********************************************************************
 PP0046  DESIGNATION -  141 BOLT
 PP0046  PID         -  PP0046
 PP0046  STATE/COUNTY-  MN/WABASHA
 PP0046  USGS QUAD   -  WABASHA NORTH (1974)
 PP0046
 PP0046                         *CURRENT SURVEY CONTROL
 PP0046  ___________________________________________________________________
 PP0046* NAD 83(1986)-  44 22 56.     (N)    092 01 44.     (W)     SCALED    
 PP0046* NAVD 88     -       206.647  (meters)     677.97   (feet)  ADJUSTED  
 PP0046  ___________________________________________________________________
 PP0046  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 PP0046  DYNAMIC HT  -         206.619 (meters)     677.88  (feet)  COMP
 PP0046  MODELED GRAV-     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
 PP0046.and adjusted by the National Geodetic Survey in June 1991..
 PP0046
 PP0046.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 PP0046_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PP0046+WITH SETTING: PAVEMENT
 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 = OCTOBER  6, 2006
 RP0732 ***********************************************************************
 RP0732  DESIGNATION -  1410 A
 RP0732  PID         -  RP0732
 RP0732  STATE/COUNTY-  MN/CLAY
 RP0732  USGS QUAD   -  GLYNDON NORTH (1964)
 RP0732
 RP0732                         *CURRENT SURVEY CONTROL
 RP0732  ___________________________________________________________________
 RP0732* NAD 83(1986)-  46 55 11.     (N)    096 30 23.     (W)     SCALED    
 RP0732* NAVD 88     -       285.703  (meters)     937.34   (feet)  ADJUSTED  
 RP0732  ___________________________________________________________________
 RP0732  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 RP0732  DYNAMIC HT  -         285.728 (meters)     937.43  (feet)  COMP
 RP0732  MODELED GRAV-     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
 RP0732.and adjusted by the National Geodetic Survey in June 1991..
 RP0732
 RP0732.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 RP0732_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 RP0734 ***********************************************************************
 RP0734  DESIGNATION -  1410 B
 RP0734  PID         -  RP0734
 RP0734  STATE/COUNTY-  MN/CLAY
 RP0734  USGS QUAD   -  GLYNDON NORTH (1964)
 RP0734
 RP0734                         *CURRENT SURVEY CONTROL
 RP0734  ___________________________________________________________________
 RP0734* NAD 83(1986)-  46 56 56.     (N)    096 30 22.     (W)     SCALED    
 RP0734* NAVD 88     -       284.958  (meters)     934.90   (feet)  ADJUSTED  
 RP0734  ___________________________________________________________________
 RP0734  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 RP0734  DYNAMIC HT  -         284.985 (meters)     934.99  (feet)  COMP
 RP0734  MODELED GRAV-     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
 RP0734.and adjusted by the National Geodetic Survey in June 1991..
 RP0734
 RP0734.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 RP0734_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 SL1180 ***********************************************************************
 SL1180  DESIGNATION -  1410 D RESET
 SL1180  PID         -  SL1180
 SL1180  STATE/COUNTY-  MN/CLAY
 SL1180  USGS QUAD   -  BORUP (1966)
 SL1180
 SL1180                         *CURRENT SURVEY CONTROL
 SL1180  ___________________________________________________________________
 SL1180* NAD 83(1986)-  47 09 03.     (N)    096 30 02.     (W)     SCALED    
 SL1180* NAVD 88     -       277.726  (meters)     911.17   (feet)  ADJUSTED  
 SL1180  ___________________________________________________________________
 SL1180  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 SL1180  DYNAMIC HT  -         277.763 (meters)     911.29  (feet)  COMP
 SL1180  MODELED GRAV-     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
 SL1180.and adjusted by the National Geodetic Survey in June 1991..
 SL1180
 SL1180.The geoid height was determined by GEOID03.
 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_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SL1180_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 SL1178 ***********************************************************************
 SL1178  DESIGNATION -  1410 E RESET
 SL1178  PID         -  SL1178
 SL1178  STATE/COUNTY-  MN/CLAY
 SL1178  USGS QUAD   -  BORUP (1966)
 SL1178
 SL1178                         *CURRENT SURVEY CONTROL
 SL1178  ___________________________________________________________________
 SL1178* NAD 83(1986)-  47 08 10.     (N)    096 30 10.     (W)     SCALED    
 SL1178* NAVD 88     -       278.306  (meters)     913.08   (feet)  ADJUSTED  
 SL1178  ___________________________________________________________________
 SL1178  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 SL1178  DYNAMIC HT  -         278.343 (meters)     913.20  (feet)  COMP
 SL1178  MODELED GRAV-     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
 SL1178.and adjusted by the National Geodetic Survey in June 1991..
 SL1178
 SL1178.The geoid height was determined by GEOID03.
 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_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SL1178_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 SL1177 ***********************************************************************
 SL1177  DESIGNATION -  1410 F RESET
 SL1177  PID         -  SL1177
 SL1177  STATE/COUNTY-  MN/CLAY
 SL1177  USGS QUAD   -  FELTON (1966)
 SL1177
 SL1177                         *CURRENT SURVEY CONTROL
 SL1177  ___________________________________________________________________
 SL1177* NAD 83(1986)-  47 07 18.     (N)    096 30 02.     (W)     SCALED    
 SL1177* NAVD 88     -       278.307  (meters)     913.08   (feet)  ADJUSTED  
 SL1177  ___________________________________________________________________
 SL1177  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 SL1177  DYNAMIC HT  -         278.344 (meters)     913.20  (feet)  COMP
 SL1177  MODELED GRAV-     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
 SL1177.and adjusted by the National Geodetic Survey in June 1991..
 SL1177
 SL1177.The geoid height was determined by GEOID03.
 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_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SL1177_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 SL1175 ***********************************************************************
 SL1175  DESIGNATION -  1410 G RESET
 SL1175  PID         -  SL1175
 SL1175  STATE/COUNTY-  MN/CLAY
 SL1175  USGS QUAD   -  ULEN SW (1966)
 SL1175
 SL1175                         *CURRENT SURVEY CONTROL
 SL1175  ___________________________________________________________________
 SL1175* NAD 83(1986)-  47 05 34.     (N)    096 30 00.     (W)     SCALED    
 SL1175* NAVD 88     -       278.752  (meters)     914.54   (feet)  ADJUSTED  
 SL1175  ___________________________________________________________________
 SL1175  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 SL1175  DYNAMIC HT  -         278.788 (meters)     914.66  (feet)  COMP
 SL1175  MODELED GRAV-     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
 SL1175.and adjusted by the National Geodetic Survey in June 1991..
 SL1175
 SL1175.The geoid height was determined by GEOID03.
 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_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SL1175_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 SL1173 ***********************************************************************
 SL1173  DESIGNATION -  1410 H RESET
 SL1173  PID         -  SL1173
 SL1173  STATE/COUNTY-  MN/CLAY
 SL1173  USGS QUAD   -  FELTON (1966)
 SL1173
 SL1173                         *CURRENT SURVEY CONTROL
 SL1173  ___________________________________________________________________
 SL1173* NAD 83(1986)-  47 03 48.     (N)    096 30 02.     (W)     SCALED    
 SL1173* NAVD 88     -       280.182  (meters)     919.23   (feet)  ADJUSTED  
 SL1173  ___________________________________________________________________
 SL1173  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 SL1173  DYNAMIC HT  -         280.217 (meters)     919.35  (feet)  COMP
 SL1173  MODELED GRAV-     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
 SL1173.and adjusted by the National Geodetic Survey in June 1991..
 SL1173
 SL1173.The geoid height was determined by GEOID03.
 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_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SL1173_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 SL1171 ***********************************************************************
 SL1171  DESIGNATION -  1410 I RESET
 SL1171  PID         -  SL1171
 SL1171  STATE/COUNTY-  MN/CLAY
 SL1171  USGS QUAD   -  ULEN SW (1966)
 SL1171
 SL1171                         *CURRENT SURVEY CONTROL
 SL1171  ___________________________________________________________________
 SL1171* NAD 83(1986)-  47 02 00.     (N)    096 29 59.     (W)     SCALED    
 SL1171* NAVD 88     -       281.999  (meters)     925.19   (feet)  ADJUSTED  
 SL1171  ___________________________________________________________________
 SL1171  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 SL1171  DYNAMIC HT  -         282.033 (meters)     925.30  (feet)  COMP
 SL1171  MODELED GRAV-     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
 SL1171.and adjusted by the National Geodetic Survey in June 1991..
 SL1171
 SL1171.The geoid height was determined by GEOID03.
 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_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SL1171_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 SL1170 ***********************************************************************
 SL1170  DESIGNATION -  1410 J RESET
 SL1170  PID         -  SL1170
 SL1170  STATE/COUNTY-  MN/CLAY
 SL1170  USGS QUAD   -  ULEN SW (1966)
 SL1170
 SL1170                         *CURRENT SURVEY CONTROL
 SL1170  ___________________________________________________________________
 SL1170* NAD 83(1986)-  47 01 13.     (N)    096 29 59.     (W)     SCALED    
 SL1170* NAVD 88     -       282.703  (meters)     927.50   (feet)  ADJUSTED  
 SL1170  ___________________________________________________________________
 SL1170  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 SL1170  DYNAMIC HT  -         282.736 (meters)     927.61  (feet)  COMP
 SL1170  MODELED GRAV-     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
 SL1170.and adjusted by the National Geodetic Survey in June 1991..
 SL1170
 SL1170.The geoid height was determined by GEOID03.
 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_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SL1170_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 RP0737 ***********************************************************************
 RP0737  DESIGNATION -  1410 K RESET
 RP0737  PID         -  RP0737
 RP0737  STATE/COUNTY-  MN/CLAY
 RP0737  USGS QUAD   -  HAWLEY NW (1966)
 RP0737
 RP0737                         *CURRENT SURVEY CONTROL
 RP0737  ___________________________________________________________________
 RP0737* NAD 83(1986)-  46 59 29.     (N)    096 29 59.     (W)     SCALED    
 RP0737* NAVD 88     -       284.047  (meters)     931.91   (feet)  ADJUSTED  
 RP0737  ___________________________________________________________________
 RP0737  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 RP0737  DYNAMIC HT  -         284.079 (meters)     932.02  (feet)  COMP
 RP0737  MODELED GRAV-     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
 RP0737.and adjusted by the National Geodetic Survey in June 1991..
 RP0737
 RP0737.The geoid height was determined by GEOID03.
 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_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RP0737_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 DG7145 ***********************************************************************
 DG7145  DESIGNATION -  1410 M
 DG7145  PID         -  DG7145
 DG7145  STATE/COUNTY-  MN/CLAY
 DG7145  USGS QUAD   -  GLYNDON NORTH (1964)
 DG7145
 DG7145                         *CURRENT SURVEY CONTROL
 DG7145  ___________________________________________________________________
 DG7145* NAD 83(1986)-  46 52 46.     (N)    096 30 18.     (W)     SCALED    
 DG7145* NAVD 88     -       288.512  (meters)     946.56   (feet)  ADJUSTED  
 DG7145  ___________________________________________________________________
 DG7145  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DG7145  DYNAMIC HT  -         288.533 (meters)     946.63  (feet)  COMP
 DG7145  MODELED GRAV-     980,681.0   (mgal)                       NAVD 88
 DG7145
 DG7145  VERT ORDER  -  SECOND    CLASS I
 DG7145
 DG7145.The horizontal coordinates were scaled from a topographic map and have
 DG7145.an estimated accuracy of +/- 6 seconds.
 DG7145
 DG7145.The orthometric height was determined by differential leveling
 DG7145.and adjusted by the National Geodetic Survey in December 2004..
 DG7145.No vertical observational check was made to the station.
 DG7145
 DG7145.Photographs are available for this station.
 DG7145
 DG7145.The geoid height was determined by GEOID03.
 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     -   311,350.      628,140.      MT  (+/- 180 meters Scaled)
 DG7145
 DG7145                          SUPERSEDED SURVEY CONTROL
 DG7145
 DG7145.No superseded survey control is available for this station.
 DG7145
 DG7145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS901947(NAD 83)
 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 = OCTOBER  6, 2006
 DF8016 ***********************************************************************
 DF8016  DESIGNATION -  1413 A
 DF8016  PID         -  DF8016
 DF8016  STATE/COUNTY-  MN/CLAY
 DF8016  USGS QUAD   -  FARGO NORTH (1993)
 DF8016
 DF8016                         *CURRENT SURVEY CONTROL
 DF8016  ___________________________________________________________________
 DF8016* NAD 83(1986)-  46 52 30.     (N)    096 46 29.     (W)     SCALED    
 DF8016* NAVD 88     -       275.710  (meters)     904.56   (feet)  ADJUSTED  
 DF8016  ___________________________________________________________________
 DF8016  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DF8016  DYNAMIC HT  -         275.734 (meters)     904.64  (feet)  COMP
 DF8016  MODELED GRAV-     980,692.0   (mgal)                       NAVD 88
 DF8016
 DF8016  VERT ORDER  -  SECOND    CLASS I
 DF8016
 DF8016.The horizontal coordinates were scaled from a topographic map and have
 DF8016.an estimated accuracy of +/- 6 seconds.
 DF8016
 DF8016.The orthometric height was determined by differential leveling
 DF8016.and adjusted by the National Geodetic Survey in April 2004..
 DF8016.No vertical observational check was made to the station.
 DF8016
 DF8016.The geoid height was determined by GEOID03.
 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     -   311,470.      607,570.      MT  (+/- 180 meters Scaled)
 DF8016
 DF8016                          SUPERSEDED SURVEY CONTROL
 DF8016
 DF8016.No superseded survey control is available for this station.
 DF8016
 DF8016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS695936(NAD 83)
 DF8016_MARKER: DD = SURVEY DISK
 DF8016_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF8016_SP_SET: BRIDGE WINGWALL
 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 - 2000
 DF8016
 DF8016  HISTORY     - Date     Condition        Report By
 DF8016  HISTORY     - 2000     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SH0437 ***********************************************************************
 SH0437  DESIGNATION -  1417.6
 SH0437  PID         -  SH0437
 SH0437  STATE/COUNTY-  MN/ST LOUIS
 SH0437  USGS QUAD   -  SHAGAWA LAKE (1986)
 SH0437
 SH0437                         *CURRENT SURVEY CONTROL
 SH0437  ___________________________________________________________________
 SH0437* NAD 83(1986)-  47 52 53.     (N)    091 58 13.     (W)     SCALED    
 SH0437* NAVD 88     -       432.432  (meters)    1418.74   (feet)  ADJUSTED  
 SH0437  ___________________________________________________________________
 SH0437  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 SH0437  DYNAMIC HT  -         432.495 (meters)    1418.94  (feet)  COMP
 SH0437  MODELED GRAV-     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
 SH0437.and adjusted by the National Geodetic Survey in June 1991..
 SH0437
 SH0437.The geoid height was determined by GEOID03.
 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_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             NGS
 SH0437
 SH0437                          STATION DESCRIPTION
 SH0437
 SH0437'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 PP0045 ***********************************************************************
 PP0045  DESIGNATION -  142 CAP RESET
 PP0045  PID         -  PP0045
 PP0045  STATE/COUNTY-  MN/WABASHA
 PP0045  USGS QUAD   -  WABASHA NORTH (1974)
 PP0045
 PP0045                         *CURRENT SURVEY CONTROL
 PP0045  ___________________________________________________________________
 PP0045* NAD 83(1986)-  44 22 56.     (N)    092 01 44.     (W)     SCALED    
 PP0045* NAVD 88     -       207.863  (meters)     681.96   (feet)  ADJUSTED  
 PP0045  ___________________________________________________________________
 PP0045  GEOID HEIGHT-         -30.37  (meters)                     GEOID03
 PP0045  DYNAMIC HT  -         207.834 (meters)     681.87  (feet)  COMP
 PP0045  MODELED GRAV-     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
 PP0045.and adjusted by the National Geodetic Survey in June 1991..
 PP0045
 PP0045.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0667 ***********************************************************************
 PQ0667  DESIGNATION -  143 ES
 PQ0667  PID         -  PQ0667
 PQ0667  STATE/COUNTY-  MN/MCLEOD
 PQ0667  USGS QUAD   -  HEATWOLE (1982)
 PQ0667
 PQ0667                         *CURRENT SURVEY CONTROL
 PQ0667  ___________________________________________________________________
 PQ0667* NAD 83(1996)-  44 45 39.27537(N)    094 29 52.02751(W)     ADJUSTED  
 PQ0667* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 PQ0667  ___________________________________________________________________
 PQ0667  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 PQ0667  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 PQ0667
 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 DEFLEC99 derived deflections.
 PQ0667
 PQ0667.The geoid height was determined by GEOID03.
 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;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: 15TUK8146257482(NAD 83)
 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 = OCTOBER  6, 2006
 SH0503 ***********************************************************************
 SH0503  DESIGNATION -  1432.0
 SH0503  PID         -  SH0503
 SH0503  STATE/COUNTY-  MN/ST LOUIS
 SH0503  USGS QUAD   -  KANGAS BAY (1986)
 SH0503
 SH0503                         *CURRENT SURVEY CONTROL
 SH0503  ___________________________________________________________________
 SH0503* NAD 83(1986)-  47 47 59.     (N)    091 51 20.     (W)     SCALED    
 SH0503* NAVD 88     -       436.871  (meters)    1433.30   (feet)  ADJUSTED  
 SH0503  ___________________________________________________________________
 SH0503  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 SH0503  DYNAMIC HT  -         436.923 (meters)    1433.47  (feet)  COMP
 SH0503  MODELED GRAV-     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
 SH0503.and adjusted by the National Geodetic Survey in June 1991..
 SH0503
 SH0503.The geoid height was determined by GEOID03.
 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: 15TWN857946(NAD 83)
 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             NGS
 SH0503
 SH0503                          STATION DESCRIPTION
 SH0503
 SH0503'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 SH0431 ***********************************************************************
 SH0431  DESIGNATION -  1441.7
 SH0431  PID         -  SH0431
 SH0431  STATE/COUNTY-  MN/ST LOUIS
 SH0431  USGS QUAD   -  ELY (1986)
 SH0431
 SH0431                         *CURRENT SURVEY CONTROL
 SH0431  ___________________________________________________________________
 SH0431* NAD 83(1986)-  47 54 05.     (N)    091 52 00.     (W)     SCALED    
 SH0431* NAVD 88     -       439.811  (meters)    1442.95   (feet)  ADJUSTED  
 SH0431  ___________________________________________________________________
 SH0431  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 SH0431  DYNAMIC HT  -         439.873 (meters)    1443.15  (feet)  COMP
 SH0431  MODELED GRAV-     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
 SH0431.and adjusted by the National Geodetic Survey in June 1991..
 SH0431
 SH0431.The geoid height was determined by GEOID03.
 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_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             NGS
 SH0431  HISTORY     - 1935     GOOD             NGS
 SH0431
 SH0431                          STATION DESCRIPTION
 SH0431
 SH0431'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1935
 SH0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SH0481 ***********************************************************************
 SH0481  DESIGNATION -  1463.8
 SH0481  PID         -  SH0481
 SH0481  STATE/COUNTY-  MN/ST LOUIS
 SH0481  USGS QUAD   -  BEAR ISLAND (1986)
 SH0481
 SH0481                         *CURRENT SURVEY CONTROL
 SH0481  ___________________________________________________________________
 SH0481* NAD 83(1986)-  47 45 45.     (N)    091 57 15.     (W)     SCALED    
 SH0481* NAVD 88     -       446.545  (meters)    1465.04   (feet)  ADJUSTED  
 SH0481  ___________________________________________________________________
 SH0481  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 SH0481  DYNAMIC HT  -         446.597 (meters)    1465.21  (feet)  COMP
 SH0481  MODELED GRAV-     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
 SH0481.and adjusted by the National Geodetic Survey in June 1991..
 SH0481
 SH0481.The geoid height was determined by GEOID03.
 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     -   240,990.      885,890.      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: 15TWN783904(NAD 83)
 SH0481_MARKER: DD = SURVEY DISK
 SH0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SH0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 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             NGS
 SH0481
 SH0481                          STATION DESCRIPTION
 SH0481
 SH0481'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SH0446 ***********************************************************************
 SH0446  DESIGNATION -  1465.6
 SH0446  PID         -  SH0446
 SH0446  STATE/COUNTY-  MN/LAKE
 SH0446  USGS QUAD   -  FARM LAKE (1986)
 SH0446
 SH0446                         *CURRENT SURVEY CONTROL
 SH0446  ___________________________________________________________________
 SH0446* NAD 83(1986)-  47 56 39.     (N)    091 39 50.     (W)     SCALED    
 SH0446* NAVD 88     -       447.079  (meters)    1466.79   (feet)  ADJUSTED  
 SH0446  ___________________________________________________________________
 SH0446  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 SH0446  DYNAMIC HT  -         447.151 (meters)    1467.03  (feet)  COMP
 SH0446  MODELED GRAV-     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
 SH0446.and adjusted by the National Geodetic Survey in June 1991..
 SH0446
 SH0446.The geoid height was determined by GEOID03.
 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_MARKER: Q = CHISELED SQUARE
 SH0446_SETTING: 66 = SET IN ROCK OUTCROP
 SH0446_SP_SET: ROCK LEDGE
 SH0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SH0446+STABILITY: POSITION/ELEVATION WELL
 SH0446
 SH0446  HISTORY     - Date     Condition        Report By
 SH0446  HISTORY     - UNK      MONUMENTED       CGS
 SH0446  HISTORY     - 1935     GOOD             NGS
 SH0446
 SH0446                          STATION DESCRIPTION
 SH0446
 SH0446'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1478 ***********************************************************************
 PQ1478  DESIGNATION -  147 ES
 PQ1478  PID         -  PQ1478
 PQ1478  STATE/COUNTY-  MN/MCLEOD
 PQ1478  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1478
 PQ1478                         *CURRENT SURVEY CONTROL
 PQ1478  ___________________________________________________________________
 PQ1478* NAD 83(1996)-  44 56 33.53520(N)    094 30 01.75894(W)     ADJUSTED  
 PQ1478* NAVD 88     -       337.602  (meters)    1107.62   (feet)  ADJUSTED  
 PQ1478  ___________________________________________________________________
 PQ1478  X           -    -354,855.207 (meters)                     COMP
 PQ1478  Y           -  -4,508,371.396 (meters)                     COMP
 PQ1478  Z           -   4,483,058.779 (meters)                     COMP
 PQ1478  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 PQ1478  ELLIP HEIGHT-         310.57  (meters)          (06/12/06) GPS OBS
 PQ1478  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 PQ1478  DYNAMIC HT  -         337.576 (meters)    1107.53  (feet)  COMP
 PQ1478  MODELED GRAV-     980,529.3   (mgal)                       NAVD 88
 PQ1478
 PQ1478  HORZ ORDER  -  FIRST
 PQ1478  VERT ORDER  -  SECOND    CLASS I
 PQ1478  ELLP ORDER  -  FOURTH    CLASS I
 PQ1478
 PQ1478.The horizontal coordinates were established by GPS observations
 PQ1478.and adjusted by the MN DEPT OF TRANSP in June 2006..
 PQ1478
 PQ1478.The orthometric height was determined by differential leveling
 PQ1478.and adjusted by the National Geodetic Survey in June 1995..
 PQ1478
 PQ1478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1478
 PQ1478.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1478
 PQ1478.The ellipsoidal height was determined by GPS observations
 PQ1478.and is referenced to NAD 83.
 PQ1478
 PQ1478.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1478;SPC MN S     -   315,974.455   760,500.867   MT  0.99995166   -0 21 02.9
 PQ1478;UTM  15      - 4,977,674.532   381,620.579   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  =   0.99990297
 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  NAVD 88 (06/12/06)  337.60   (m)         1107.6    (f) LEVELING    3  
 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: 15TUK8162177675(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1482 ***********************************************************************
 PQ1482  DESIGNATION -  148 ES
 PQ1482  PID         -  PQ1482
 PQ1482  STATE/COUNTY-  MN/MEEKER
 PQ1482  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1482
 PQ1482                         *CURRENT SURVEY CONTROL
 PQ1482  ___________________________________________________________________
 PQ1482* NAD 83(1986)-  44 59 42.     (N)    094 30 06.     (W)     SCALED    
 PQ1482* NAVD 88     -       331.113  (meters)    1086.33   (feet)  ADJUSTED  
 PQ1482  ___________________________________________________________________
 PQ1482  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 PQ1482  DYNAMIC HT  -         331.090 (meters)    1086.25  (feet)  COMP
 PQ1482  MODELED GRAV-     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
 PQ1482.and adjusted by the National Geodetic Survey in June 1995..
 PQ1482
 PQ1482.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RP0424 ***********************************************************************
 RP0424  DESIGNATION -  1480 A
 RP0424  PID         -  RP0424
 RP0424  STATE/COUNTY-  MN/CLAY
 RP0424  USGS QUAD   -  FARGO SOUTH (1993)
 RP0424
 RP0424                         *CURRENT SURVEY CONTROL
 RP0424  ___________________________________________________________________
 RP0424* NAD 83(1996)-  46 50 48.01164(N)    096 46 02.65888(W)     ADJUSTED  
 RP0424* NAVD 88     -       276.098  (meters)     905.83   (feet)  ADJUSTED  
 RP0424  ___________________________________________________________________
 RP0424  X           -    -514,993.154 (meters)                     COMP
 RP0424  Y           -  -4,339,859.998 (meters)                     COMP
 RP0424  Z           -   4,630,305.143 (meters)                     COMP
 RP0424  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 RP0424  ELLIP HEIGHT-         249.61  (meters)          (09/10/03) GPS OBS
 RP0424  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 RP0424  DYNAMIC HT  -         276.120 (meters)     905.90  (feet)  COMP
 RP0424  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 RP0424
 RP0424  HORZ ORDER  -  FIRST
 RP0424  VERT ORDER  -  SECOND    CLASS I
 RP0424  ELLP ORDER  -  THIRD     CLASS I
 RP0424
 RP0424.The horizontal coordinates were established by GPS observations
 RP0424.and adjusted by the MN DEPT OF TRANSP in September 2003..
 RP0424
 RP0424.The orthometric height was determined by differential leveling
 RP0424.and adjusted by the National Geodetic Survey in April 2004..
 RP0424
 RP0424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP0424
 RP0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0424
 RP0424.The ellipsoidal height was determined by GPS observations
 RP0424.and is referenced to NAD 83.
 RP0424
 RP0424.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RP0424;SPC MN C     -   308,306.089   608,028.819   MT  0.99996191   -1 49 15.8
 RP0424;UTM  14      - 5,190,545.273   670,216.546   MT  0.99995612   +1 37 44.9
 RP0424
 RP0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0424!SPC MN C     -   0.99996087  x   0.99996191  =   0.99992279
 RP0424!UTM  14      -   0.99996087  x   0.99995612  =   0.99991700
 RP0424
 RP0424|---------------------------------------------------------------------|
 RP0424| PID    Reference Object                     Distance      Geod. Az  |
 RP0424|                                                           dddmmss.s |
 RP0424| RP0425 HEAD                                 58.942 METERS 24307     |
 RP0424|---------------------------------------------------------------------|
 RP0424
 RP0424                          SUPERSEDED SURVEY CONTROL
 RP0424
 RP0424  NAVD 88 (06/15/91)  276.135  (m)          905.95   (f) UNKNOWN     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: 14TPS7021790545(NAD 83)
 RP0424_MARKER: DB = BENCH MARK DISK
 RP0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0424_SP_SET: MONUMENT
 RP0424_STAMPING: 1480 A 1959
 RP0424_MARK LOGO: MNHD  
 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 - August 09, 1994
 RP0424
 RP0424  HISTORY     - Date     Condition        Report By
 RP0424  HISTORY     - 1959     MONUMENTED       MNHD
 RP0424  HISTORY     - 1968     GOOD             MNDT
 RP0424  HISTORY     - 19930907 GOOD             MNDT
 RP0424  HISTORY     - 19940809 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0081 ***********************************************************************
 RP0081  DESIGNATION -  1480 AA
 RP0081  PID         -  RP0081
 RP0081  STATE/COUNTY-  MN/CLAY
 RP0081  USGS QUAD   -  BARNESVILLE (1981)
 RP0081
 RP0081                         *CURRENT SURVEY CONTROL
 RP0081  ___________________________________________________________________
 RP0081* NAD 83(1986)-  46 38 48.     (N)    096 22 55.     (W)     SCALED    
 RP0081* NAVD 88     -       325.158  (meters)    1066.79   (feet)  ADJUSTED  
 RP0081  ___________________________________________________________________
 RP0081  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 RP0081  DYNAMIC HT  -         325.182 (meters)    1066.87  (feet)  COMP
 RP0081  MODELED GRAV-     980,678.6   (mgal)                       NAVD 88
 RP0081
 RP0081  VERT ORDER  -  SECOND    CLASS 0
 RP0081
 RP0081.The horizontal coordinates were scaled from a topographic map and have
 RP0081.an estimated accuracy of +/- 6 seconds.
 RP0081
 RP0081.The orthometric height was determined by differential leveling
 RP0081.and adjusted by the National Geodetic Survey in June 1991..
 RP0081
 RP0081.The geoid height was determined by GEOID03.
 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     -   285,220.      636,820.      MT  (+/- 180 meters Scaled)
 RP0081
 RP0081                          SUPERSEDED SURVEY CONTROL
 RP0081
 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: 14TQS003692(NAD 83)
 RP0081_MARKER: DD = SURVEY DISK
 RP0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0081_SP_SET: MONUMENT
 RP0081_STAMPING: 1480 AA 1968
 RP0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0081
 RP0081  HISTORY     - Date     Condition        Report By
 RP0081  HISTORY     - 1968     MONUMENTED       MNDT
 RP0081
 RP0081                          STATION DESCRIPTION
 RP0081
 RP0081'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8000 ***********************************************************************
 DF8000  DESIGNATION -  1480 AB
 DF8000  PID         -  DF8000
 DF8000  STATE/COUNTY-  MN/CLAY
 DF8000  USGS QUAD   -  FARGO SOUTH (1993)
 DF8000
 DF8000                         *CURRENT SURVEY CONTROL
 DF8000  ___________________________________________________________________
 DF8000* NAD 83(1986)-  46 50 51.     (N)    096 46 31.     (W)     SCALED    
 DF8000* NAVD 88     -       275.815  (meters)     904.90   (feet)  ADJUSTED  
 DF8000  ___________________________________________________________________
 DF8000  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DF8000  DYNAMIC HT  -         275.837 (meters)     904.98  (feet)  COMP
 DF8000  MODELED GRAV-     980,687.0   (mgal)                       NAVD 88
 DF8000
 DF8000  VERT ORDER  -  SECOND    CLASS I
 DF8000
 DF8000.The horizontal coordinates were scaled from a topographic map and have
 DF8000.an estimated accuracy of +/- 6 seconds.
 DF8000
 DF8000.The orthometric height was determined by differential leveling
 DF8000.and adjusted by the National Geodetic Survey in April 2004..
 DF8000.No vertical observational check was made to the station.
 DF8000
 DF8000.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF8000;SPC MN C     -   308,420.      607,430.      MT  (+/- 180 meters Scaled)
 DF8000
 DF8000                          SUPERSEDED SURVEY CONTROL
 DF8000
 DF8000.No superseded survey control is available for this station.
 DF8000
 DF8000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS696906(NAD 83)
 DF8000_MARKER: DD = SURVEY DISK
 DF8000_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF8000_SP_SET: LIGHT POLE FOOTING
 DF8000_STAMPING: 1480 AB 1994
 DF8000_MARK LOGO: MNDT  
 DF8000_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8000+STABILITY: SURFACE MOTION
 DF8000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8000+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DF8000
 DF8000  HISTORY     - Date     Condition        Report By
 DF8000  HISTORY     - 1994     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8015 ***********************************************************************
 DF8015  DESIGNATION -  1480 AC
 DF8015  PID         -  DF8015
 DF8015  STATE/COUNTY-  MN/CLAY
 DF8015  USGS QUAD   -  SABIN (1976)
 DF8015
 DF8015                         *CURRENT SURVEY CONTROL
 DF8015  ___________________________________________________________________
 DF8015* NAD 83(1986)-  46 50 49.     (N)    096 44 52.     (W)     SCALED    
 DF8015* NAVD 88     -       280.058  (meters)     918.82   (feet)  ADJUSTED  
 DF8015  ___________________________________________________________________
 DF8015  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DF8015  DYNAMIC HT  -         280.081 (meters)     918.90  (feet)  COMP
 DF8015  MODELED GRAV-     980,686.9   (mgal)                       NAVD 88
 DF8015
 DF8015  VERT ORDER  -  SECOND    CLASS I
 DF8015
 DF8015.The horizontal coordinates were scaled from a topographic map and have
 DF8015.an estimated accuracy of +/- 6 seconds.
 DF8015
 DF8015.The orthometric height was determined by differential leveling
 DF8015.and adjusted by the National Geodetic Survey in April 2004..
 DF8015.No vertical observational check was made to the station.
 DF8015
 DF8015.The geoid height was determined by GEOID03.
 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     -   308,290.      609,530.      MT  (+/- 180 meters Scaled)
 DF8015
 DF8015                          SUPERSEDED SURVEY CONTROL
 DF8015
 DF8015.No superseded survey control is available for this station.
 DF8015
 DF8015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS717906(NAD 83)
 DF8015_MARKER: DD = SURVEY DISK
 DF8015_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF8015_SP_SET: BRIDGE RAILING
 DF8015_STAMPING: 1480 AC 1994
 DF8015_MARK LOGO: MNDT  
 DF8015_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF8015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8015+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DF8015
 DF8015  HISTORY     - Date     Condition        Report By
 DF8015  HISTORY     - 1994     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0423 ***********************************************************************
 RP0423  DESIGNATION -  1480 B
 RP0423  PID         -  RP0423
 RP0423  STATE/COUNTY-  MN/CLAY
 RP0423  USGS QUAD   -  FARGO SOUTH (1993)
 RP0423
 RP0423                         *CURRENT SURVEY CONTROL
 RP0423  ___________________________________________________________________
 RP0423* NAD 83(1986)-  46 50 48.     (N)    096 45 52.     (W)     SCALED    
 RP0423* NAVD 88     -       276.162  (meters)     906.04   (feet)  ADJUSTED  
 RP0423  ___________________________________________________________________
 RP0423  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 RP0423  DYNAMIC HT  -         276.184 (meters)     906.11  (feet)  COMP
 RP0423  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 RP0423
 RP0423  VERT ORDER  -  SECOND    CLASS I
 RP0423
 RP0423.The horizontal coordinates were scaled from a topographic map and have
 RP0423.an estimated accuracy of +/- 6 seconds.
 RP0423
 RP0423.The orthometric height was determined by differential leveling
 RP0423.and adjusted by the National Geodetic Survey in April 2004..
 RP0423
 RP0423.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 RP0423;SPC MN C     -   308,300.      608,260.      MT  (+/- 180 meters Scaled)
 RP0423
 RP0423                          SUPERSEDED SURVEY CONTROL
 RP0423
 RP0423  NAVD 88 (06/15/91)  276.187  (m)          906.12   (f) UNKNOWN     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: 14TPS704905(NAD 83)
 RP0423_MARKER: DB = BENCH MARK DISK
 RP0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0423_SP_SET: MONUMENT
 RP0423_STAMPING: 1480 B 1959
 RP0423_MARK LOGO: MNHD  
 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 - August 09, 1994
 RP0423
 RP0423  HISTORY     - Date     Condition        Report By
 RP0423  HISTORY     - 1959     MONUMENTED       MNHD
 RP0423  HISTORY     - 1968     GOOD             MNDT
 RP0423  HISTORY     - 19940809 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0422 ***********************************************************************
 RP0422  DESIGNATION -  1480 C
 RP0422  PID         -  RP0422
 RP0422  STATE/COUNTY-  MN/CLAY
 RP0422  USGS QUAD   -  FARGO SOUTH (1993)
 RP0422
 RP0422                         *CURRENT SURVEY CONTROL
 RP0422  ___________________________________________________________________
 RP0422* NAD 83(1986)-  46 50 48.     (N)    096 45 27.     (W)     SCALED    
 RP0422* NAVD 88     -       276.398  (meters)     906.82   (feet)  ADJUSTED  
 RP0422  ___________________________________________________________________
 RP0422  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 RP0422  DYNAMIC HT  -         276.420 (meters)     906.89  (feet)  COMP
 RP0422  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 RP0422
 RP0422  VERT ORDER  -  SECOND    CLASS I
 RP0422
 RP0422.The horizontal coordinates were scaled from a topographic map and have
 RP0422.an estimated accuracy of +/- 6 seconds.
 RP0422
 RP0422.The orthometric height was determined by differential leveling
 RP0422.and adjusted by the National Geodetic Survey in April 2004..
 RP0422
 RP0422.The geoid height was determined by GEOID03.
 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     -   308,280.      608,780.      MT  (+/- 180 meters Scaled)
 RP0422
 RP0422                          SUPERSEDED SURVEY CONTROL
 RP0422
 RP0422  NAVD 88 (06/15/91)  276.403  (m)          906.83   (f) UNKNOWN     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: 14TPS709905(NAD 83)
 RP0422_MARKER: DB = BENCH MARK DISK
 RP0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0422_SP_SET: MONUMENT
 RP0422_STAMPING: 1480 C 1959
 RP0422_MARK LOGO: MNHD  
 RP0422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 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 - August 15, 1994
 RP0422
 RP0422  HISTORY     - Date     Condition        Report By
 RP0422  HISTORY     - 1959     MONUMENTED       MNHD
 RP0422  HISTORY     - 1968     GOOD             MNDT
 RP0422  HISTORY     - 19940815 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0416 ***********************************************************************
 RP0416  DESIGNATION -  1480 E
 RP0416  PID         -  RP0416
 RP0416  STATE/COUNTY-  MN/CLAY
 RP0416  USGS QUAD   -  SABIN (1976)
 RP0416
 RP0416                         *CURRENT SURVEY CONTROL
 RP0416  ___________________________________________________________________
 RP0416* NAD 83(1986)-  46 50 50.     (N)    096 42 17.     (W)     SCALED    
 RP0416* NAVD 88     -       277.627  (meters)     910.85   (feet)  ADJUSTED  
 RP0416  ___________________________________________________________________
 RP0416  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 RP0416  DYNAMIC HT  -         277.650 (meters)     910.92  (feet)  COMP
 RP0416  MODELED GRAV-     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
 RP0416.and adjusted by the National Geodetic Survey in June 1991..
 RP0416
 RP0416.The geoid height was determined by GEOID03.
 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.      612,810.      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: 14TPS749907(NAD 83)
 RP0416_MARKER: DD = SURVEY DISK
 RP0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0416_SP_SET: MONUMENT
 RP0416_STAMPING: 1480 E 1968
 RP0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0416
 RP0416  HISTORY     - Date     Condition        Report By
 RP0416  HISTORY     - 1968     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0415 ***********************************************************************
 RP0415  DESIGNATION -  1480 F
 RP0415  PID         -  RP0415
 RP0415  STATE/COUNTY-  MN/CLAY
 RP0415  USGS QUAD   -  SABIN (1976)
 RP0415
 RP0415                         *CURRENT SURVEY CONTROL
 RP0415  ___________________________________________________________________
 RP0415* NAD 83(1986)-  46 50 50.     (N)    096 41 39.     (W)     SCALED    
 RP0415* NAVD 88     -       277.614  (meters)     910.81   (feet)  ADJUSTED  
 RP0415  ___________________________________________________________________
 RP0415  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 RP0415  DYNAMIC HT  -         277.637 (meters)     910.88  (feet)  COMP
 RP0415  MODELED GRAV-     980,688.4   (mgal)                       NAVD 88
 RP0415
 RP0415  VERT ORDER  -  SECOND    CLASS 0
 RP0415
 RP0415.The horizontal coordinates were scaled from a topographic map and have
 RP0415.an estimated accuracy of +/- 6 seconds.
 RP0415
 RP0415.The orthometric height was determined by differential leveling
 RP0415.and adjusted by the National Geodetic Survey in June 1991..
 RP0415
 RP0415.The geoid height was determined by GEOID03.
 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     -   308,190.      613,610.      MT  (+/- 180 meters Scaled)
 RP0415
 RP0415                          SUPERSEDED SURVEY CONTROL
 RP0415
 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: 14TPS757907(NAD 83)
 RP0415_MARKER: DD = SURVEY DISK
 RP0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0415_SP_SET: MONUMENT
 RP0415_STAMPING: 1480 F 1968
 RP0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0415
 RP0415  HISTORY     - Date     Condition        Report By
 RP0415  HISTORY     - 1968     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0421 ***********************************************************************
 RP0421  DESIGNATION -  1480 G
 RP0421  PID         -  RP0421
 RP0421  STATE/COUNTY-  MN/CLAY
 RP0421  USGS QUAD   -  SABIN (1976)
 RP0421
 RP0421                         *CURRENT SURVEY CONTROL
 RP0421  ___________________________________________________________________
 RP0421* NAD 83(1986)-  46 50 49.     (N)    096 44 49.     (W)     SCALED    
 RP0421* NAVD 88     -       278.495  (meters)     913.70   (feet)  ADJUSTED  
 RP0421  ___________________________________________________________________
 RP0421  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 RP0421  DYNAMIC HT  -         278.518 (meters)     913.77  (feet)  COMP
 RP0421  MODELED GRAV-     980,686.9   (mgal)                       NAVD 88
 RP0421
 RP0421  VERT ORDER  -  SECOND    CLASS I
 RP0421
 RP0421.The horizontal coordinates were scaled from a topographic map and have
 RP0421.an estimated accuracy of +/- 6 seconds.
 RP0421
 RP0421.The orthometric height was determined by differential leveling
 RP0421.and adjusted by the National Geodetic Survey in April 2004..
 RP0421
 RP0421.The geoid height was determined by GEOID03.
 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     -   308,290.      609,590.      MT  (+/- 180 meters Scaled)
 RP0421
 RP0421                          SUPERSEDED SURVEY CONTROL
 RP0421
 RP0421  NAVD 88 (06/15/91)  278.524  (m)          913.79   (f) UNKNOWN     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: 14TPS717906(NAD 83)
 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 SUITABLE FOR
 RP0421+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1994
 RP0421
 RP0421  HISTORY     - Date     Condition        Report By
 RP0421  HISTORY     - 1968     MONUMENTED       MNHD
 RP0421  HISTORY     - 19940815 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0419 ***********************************************************************
 RP0419  DESIGNATION -  1480 I
 RP0419  PID         -  RP0419
 RP0419  STATE/COUNTY-  MN/CLAY
 RP0419  USGS QUAD   -  SABIN (1976)
 RP0419
 RP0419                         *CURRENT SURVEY CONTROL
 RP0419  ___________________________________________________________________
 RP0419* NAD 83(1986)-  46 50 49.     (N)    096 43 20.     (W)     SCALED    
 RP0419* NAVD 88     -       278.136  (meters)     912.52   (feet)  ADJUSTED  
 RP0419  ___________________________________________________________________
 RP0419  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 RP0419  DYNAMIC HT  -         278.159 (meters)     912.59  (feet)  COMP
 RP0419  MODELED GRAV-     980,687.8   (mgal)                       NAVD 88
 RP0419
 RP0419  VERT ORDER  -  SECOND    CLASS 0
 RP0419
 RP0419.The horizontal coordinates were scaled from a topographic map and have
 RP0419.an estimated accuracy of +/- 6 seconds.
 RP0419
 RP0419.The orthometric height was determined by differential leveling
 RP0419.and adjusted by the National Geodetic Survey in June 1991..
 RP0419
 RP0419.The geoid height was determined by GEOID03.
 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     -   308,230.      611,470.      MT  (+/- 180 meters Scaled)
 RP0419
 RP0419                          SUPERSEDED SURVEY CONTROL
 RP0419
 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: 14TPS736906(NAD 83)
 RP0419_MARKER: DD = SURVEY DISK
 RP0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0419_SP_SET: BRIDGE ABUTMENT
 RP0419_STAMPING: 1480 I 1968
 RP0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0419
 RP0419  HISTORY     - Date     Condition        Report By
 RP0419  HISTORY     - 1968     MONUMENTED       MNDT
 RP0419
 RP0419                          STATION DESCRIPTION
 RP0419
 RP0419'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0413 ***********************************************************************
 RP0413  DESIGNATION -  1480 L
 RP0413  PID         -  RP0413
 RP0413  STATE/COUNTY-  MN/CLAY
 RP0413  USGS QUAD   -  SABIN (1976)
 RP0413
 RP0413                         *CURRENT SURVEY CONTROL
 RP0413  ___________________________________________________________________
 RP0413* NAD 83(1986)-  46 50 45.     (N)    096 39 05.     (W)     SCALED    
 RP0413* NAVD 88     -       286.539  (meters)     940.09   (feet)  ADJUSTED  
 RP0413  ___________________________________________________________________
 RP0413  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 RP0413  DYNAMIC HT  -         286.563 (meters)     940.17  (feet)  COMP
 RP0413  MODELED GRAV-     980,687.2   (mgal)                       NAVD 88
 RP0413
 RP0413  VERT ORDER  -  SECOND    CLASS 0
 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
 RP0413.and adjusted by the National Geodetic Survey in June 1991..
 RP0413
 RP0413.The geoid height was determined by GEOID03.
 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.      616,870.      MT  (+/- 180 meters Scaled)
 RP0413
 RP0413                          SUPERSEDED SURVEY CONTROL
 RP0413
 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_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: MNHD  
 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 - August 09, 1994
 RP0413
 RP0413  HISTORY     - Date     Condition        Report By
 RP0413  HISTORY     - 1968     MONUMENTED       MNHD
 RP0413  HISTORY     - 19940809 GOOD             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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0409 ***********************************************************************
 RP0409  DESIGNATION -  1480 M
 RP0409  PID         -  RP0409
 RP0409  STATE/COUNTY-  MN/CLAY
 RP0409  USGS QUAD   -  GLYNDON SOUTH (1964)
 RP0409
 RP0409                         *CURRENT SURVEY CONTROL
 RP0409  ___________________________________________________________________
 RP0409* NAD 83(1986)-  46 50 03.     (N)    096 37 15.     (W)     SCALED    
 RP0409* NAVD 88     -       281.460  (meters)     923.42   (feet)  ADJUSTED  
 RP0409  ___________________________________________________________________
 RP0409  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 RP0409  DYNAMIC HT  -         281.481 (meters)     923.49  (feet)  COMP
 RP0409  MODELED GRAV-     980,683.2   (mgal)                       NAVD 88
 RP0409
 RP0409  VERT ORDER  -  SECOND    CLASS 0
 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
 RP0409.and adjusted by the National Geodetic Survey in June 1991..
 RP0409
 RP0409.The geoid height was determined by GEOID03.
 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.      619,160.      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_MARKER: DD = SURVEY DISK
 RP0409_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0409_SP_SET: BRIDGE ABUTMENT
 RP0409_STAMPING: 1480 M 1968
 RP0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0409
 RP0409  HISTORY     - Date     Condition        Report By
 RP0409  HISTORY     - 1968     MONUMENTED       MNDT
 RP0409
 RP0409                          STATION DESCRIPTION
 RP0409
 RP0409'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0408 ***********************************************************************
 RP0408  DESIGNATION -  1480 N
 RP0408  PID         -  RP0408
 RP0408  STATE/COUNTY-  MN/CLAY
 RP0408  USGS QUAD   -  GLYNDON SOUTH (1964)
 RP0408
 RP0408                         *CURRENT SURVEY CONTROL
 RP0408  ___________________________________________________________________
 RP0408* NAD 83(1986)-  46 49 32.     (N)    096 36 36.     (W)     SCALED    
 RP0408* NAVD 88     -       281.270  (meters)     922.80   (feet)  ADJUSTED  
 RP0408  ___________________________________________________________________
 RP0408  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 RP0408  DYNAMIC HT  -         281.291 (meters)     922.87  (feet)  COMP
 RP0408  MODELED GRAV-     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
 RP0408.and adjusted by the National Geodetic Survey in June 1991..
 RP0408
 RP0408.The geoid height was determined by GEOID03.
 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_MARKER: P = PIPE CAP
 RP0408_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RP0408_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RP0408_STAMPING: 1480 N 1968
 RP0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0408
 RP0408  HISTORY     - Date     Condition        Report By
 RP0408  HISTORY     - 1968     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0407 ***********************************************************************
 RP0407  DESIGNATION -  1480 P
 RP0407  PID         -  RP0407
 RP0407  STATE/COUNTY-  MN/CLAY
 RP0407  USGS QUAD   -  GLYNDON SOUTH (1964)
 RP0407
 RP0407                         *CURRENT SURVEY CONTROL
 RP0407  ___________________________________________________________________
 RP0407* NAD 83(1986)-  46 48 23.     (N)    096 35 19.     (W)     SCALED    
 RP0407* NAVD 88     -       289.192  (meters)     948.79   (feet)  ADJUSTED  
 RP0407  ___________________________________________________________________
 RP0407  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 RP0407  DYNAMIC HT  -         289.212 (meters)     948.86  (feet)  COMP
 RP0407  MODELED GRAV-     980,677.3   (mgal)                       NAVD 88
 RP0407
 RP0407  VERT ORDER  -  SECOND    CLASS 0
 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
 RP0407.and adjusted by the National Geodetic Survey in June 1991..
 RP0407
 RP0407.The geoid height was determined by GEOID03.
 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.      621,530.      MT  (+/- 180 meters Scaled)
 RP0407
 RP0407                          SUPERSEDED SURVEY CONTROL
 RP0407
 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: 14TPS839864(NAD 83)
 RP0407_MARKER: DD = SURVEY DISK
 RP0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0407_SP_SET: BRIDGE
 RP0407_STAMPING: 1480-P 1969
 RP0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0407
 RP0407  HISTORY     - Date     Condition        Report By
 RP0407  HISTORY     - 1969     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0403 ***********************************************************************
 RP0403  DESIGNATION -  1480 P 1
 RP0403  PID         -  RP0403
 RP0403  STATE/COUNTY-  MN/CLAY
 RP0403  USGS QUAD   -  GLYNDON SOUTH (1964)
 RP0403
 RP0403                         *CURRENT SURVEY CONTROL
 RP0403  ___________________________________________________________________
 RP0403* NAD 83(1986)-  46 48 14.     (N)    096 35 10.     (W)     SCALED    
 RP0403* NAVD 88     -       283.846  (meters)     931.25   (feet)  ADJUSTED  
 RP0403  ___________________________________________________________________
 RP0403  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 RP0403  DYNAMIC HT  -         283.866 (meters)     931.32  (feet)  COMP
 RP0403  MODELED GRAV-     980,676.8   (mgal)                       NAVD 88
 RP0403
 RP0403  VERT ORDER  -  SECOND    CLASS 0
 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
 RP0403.and adjusted by the National Geodetic Survey in June 1991..
 RP0403
 RP0403.The geoid height was determined by GEOID03.
 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.      621,710.      MT  (+/- 180 meters Scaled)
 RP0403
 RP0403                          SUPERSEDED SURVEY CONTROL
 RP0403
 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: 14TPS841862(NAD 83)
 RP0403_MARKER: DD = SURVEY DISK
 RP0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0403_SP_SET: CULVERT
 RP0403_STAMPING: 1480 P1 1968
 RP0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0403
 RP0403  HISTORY     - Date     Condition        Report By
 RP0403  HISTORY     - 1968     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0402 ***********************************************************************
 RP0402  DESIGNATION -  1480 Q
 RP0402  PID         -  RP0402
 RP0402  STATE/COUNTY-  MN/CLAY
 RP0402  USGS QUAD   -  GLYNDON SOUTH (1964)
 RP0402
 RP0402                         *CURRENT SURVEY CONTROL
 RP0402  ___________________________________________________________________
 RP0402* NAD 83(1986)-  46 47 24.     (N)    096 34 04.     (W)     SCALED    
 RP0402* NAVD 88     -       284.375  (meters)     932.99   (feet)  ADJUSTED  
 RP0402  ___________________________________________________________________
 RP0402  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 RP0402  DYNAMIC HT  -         284.394 (meters)     933.05  (feet)  COMP
 RP0402  MODELED GRAV-     980,675.0   (mgal)                       NAVD 88
 RP0402
 RP0402  VERT ORDER  -  SECOND    CLASS 0
 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
 RP0402.and adjusted by the National Geodetic Survey in June 1991..
 RP0402
 RP0402.The geoid height was determined by GEOID03.
 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     -   301,550.      623,060.      MT  (+/- 180 meters Scaled)
 RP0402
 RP0402                          SUPERSEDED SURVEY CONTROL
 RP0402
 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_MARKER: DB = BENCH MARK DISK
 RP0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0402_SP_SET: CULVERT
 RP0402_STAMPING: 1480 Q 1968
 RP0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0402
 RP0402  HISTORY     - Date     Condition        Report By
 RP0402  HISTORY     - 1968     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0396 ***********************************************************************
 RP0396  DESIGNATION -  1480 R RESET
 RP0396  PID         -  RP0396
 RP0396  STATE/COUNTY-  MN/CLAY
 RP0396  USGS QUAD   -  GLYNDON SOUTH (1964)
 RP0396
 RP0396                         *CURRENT SURVEY CONTROL
 RP0396  ___________________________________________________________________
 RP0396* NAD 83(1986)-  46 46 08.     (N)    096 31 35.     (W)     SCALED    
 RP0396* NAVD 88     -       286.695  (meters)     940.60   (feet)  ADJUSTED  
 RP0396  ___________________________________________________________________
 RP0396  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 RP0396  DYNAMIC HT  -         286.714 (meters)     940.66  (feet)  COMP
 RP0396  MODELED GRAV-     980,674.1   (mgal)                       NAVD 88
 RP0396
 RP0396  VERT ORDER  -  SECOND    CLASS I
 RP0396
 RP0396.The horizontal coordinates were scaled from a topographic map and have
 RP0396.an estimated accuracy of +/- 6 seconds.
 RP0396
 RP0396.The orthometric height was determined by differential leveling
 RP0396.and adjusted by the National Geodetic Survey in June 1991..
 RP0396
 RP0396.Photographs are available for this station.
 RP0396
 RP0396.The geoid height was determined by GEOID03.
 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     -   299,110.      626,150.      MT  (+/- 180 meters Scaled)
 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: 14TPS888824(NAD 83)
 RP0396_MARKER: DD = SURVEY DISK
 RP0396_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RP0396_SP_SET: MONUMENT
 RP0396_STAMPING: 1480 R 1968
 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 14, 2005
 RP0396
 RP0396  HISTORY     - Date     Condition        Report By
 RP0396  HISTORY     - 1968     MONUMENTED       MNHD
 RP0396  HISTORY     - 1969     GOOD             MNDT
 RP0396  HISTORY     - 20050414 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0394 ***********************************************************************
 RP0394  DESIGNATION -  1480 S
 RP0394  PID         -  RP0394
 RP0394  STATE/COUNTY-  MN/CLAY
 RP0394  USGS QUAD   -  GLYNDON SOUTH (1964)
 RP0394
 RP0394                         *CURRENT SURVEY CONTROL
 RP0394  ___________________________________________________________________
 RP0394* NAD 83(1986)-  46 45 14.     (N)    096 31 16.     (W)     SCALED    
 RP0394* NAVD 88     -       294.425  (meters)     965.96   (feet)  ADJUSTED  
 RP0394  ___________________________________________________________________
 RP0394  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 RP0394  DYNAMIC HT  -         294.446 (meters)     966.03  (feet)  COMP
 RP0394  MODELED GRAV-     980,675.2   (mgal)                       NAVD 88
 RP0394
 RP0394  VERT ORDER  -  SECOND    CLASS I
 RP0394
 RP0394.The horizontal coordinates were scaled from a topographic map and have
 RP0394.an estimated accuracy of +/- 6 seconds.
 RP0394
 RP0394.The orthometric height was determined by differential leveling
 RP0394.and adjusted by the National Geodetic Survey in September 2006..
 RP0394
 RP0394.Photographs are available for this station.
 RP0394
 RP0394.The geoid height was determined by GEOID03.
 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     -   297,430.      626,510.      MT  (+/- 180 meters Scaled)
 RP0394
 RP0394                          SUPERSEDED SURVEY CONTROL
 RP0394
 RP0394  NAVD 88 (06/15/91)  294.442  (m)          966.02   (f) UNKNOWN     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: 14TPS893807(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 RP0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0394+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005
 RP0394
 RP0394  HISTORY     - Date     Condition        Report By
 RP0394  HISTORY     - 1968     MONUMENTED       MNHD
 RP0394  HISTORY     - 20050414 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0393 ***********************************************************************
 RP0393  DESIGNATION -  1480 T
 RP0393  PID         -  RP0393
 RP0393  STATE/COUNTY-  MN/CLAY
 RP0393  USGS QUAD   -  BAKER (1979)
 RP0393
 RP0393                         *CURRENT SURVEY CONTROL
 RP0393  ___________________________________________________________________
 RP0393* NAD 83(1986)-  46 44 16.     (N)    096 30 48.     (W)     SCALED    
 RP0393* NAVD 88     -       287.809  (meters)     944.25   (feet)  ADJUSTED  
 RP0393  ___________________________________________________________________
 RP0393  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 RP0393  DYNAMIC HT  -         287.830 (meters)     944.32  (feet)  COMP
 RP0393  MODELED GRAV-     980,678.8   (mgal)                       NAVD 88
 RP0393
 RP0393  VERT ORDER  -  SECOND    CLASS I
 RP0393
 RP0393.The horizontal coordinates were scaled from a topographic map and have
 RP0393.an estimated accuracy of +/- 6 seconds.
 RP0393
 RP0393.The orthometric height was determined by differential leveling
 RP0393.and adjusted by the National Geodetic Survey in June 1991..
 RP0393
 RP0393.Photographs are available for this station.
 RP0393
 RP0393.The geoid height was determined by GEOID03.
 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     -   295,620.      627,050.      MT  (+/- 180 meters Scaled)
 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: 14TPS899790(NAD 83)
 RP0393_MARKER: DD = SURVEY DISK
 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 - April 14, 2005
 RP0393
 RP0393  HISTORY     - Date     Condition        Report By
 RP0393  HISTORY     - 1968     MONUMENTED       MNHD
 RP0393  HISTORY     - 20050414 GOOD             MNDT
 RP0393  HISTORY     - 20050414 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0102 ***********************************************************************
 RP0102  DESIGNATION -  1480 U
 RP0102  PID         -  RP0102
 RP0102  STATE/COUNTY-  MN/CLAY
 RP0102  USGS QUAD   -  BARNESVILLE (1981)
 RP0102
 RP0102                         *CURRENT SURVEY CONTROL
 RP0102  ___________________________________________________________________
 RP0102* NAD 83(1986)-  46 43 28.     (N)    096 29 21.     (W)     SCALED    
 RP0102* NAVD 88     -       290.741  (meters)     953.87   (feet)  ADJUSTED  
 RP0102  ___________________________________________________________________
 RP0102  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 RP0102  DYNAMIC HT  -         290.764 (meters)     953.95  (feet)  COMP
 RP0102  MODELED GRAV-     980,684.7   (mgal)                       NAVD 88
 RP0102
 RP0102  VERT ORDER  -  SECOND    CLASS 0
 RP0102
 RP0102.The horizontal coordinates were scaled from a topographic map and have
 RP0102.an estimated accuracy of +/- 6 seconds.
 RP0102
 RP0102.The orthometric height was determined by differential leveling
 RP0102.and adjusted by the National Geodetic Survey in June 1991..
 RP0102
 RP0102.The geoid height was determined by GEOID03.
 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     -   294,090.      628,860.      MT  (+/- 180 meters Scaled)
 RP0102
 RP0102                          SUPERSEDED SURVEY CONTROL
 RP0102
 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: 14TPS918776(NAD 83)
 RP0102_MARKER: DD = SURVEY DISK
 RP0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0102_SP_SET: CULVERT
 RP0102_STAMPING: 1480-U 1968
 RP0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0102
 RP0102  HISTORY     - Date     Condition        Report By
 RP0102  HISTORY     - 1968     MONUMENTED       MNDT
 RP0102
 RP0102                          STATION DESCRIPTION
 RP0102
 RP0102'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0101 ***********************************************************************
 RP0101  DESIGNATION -  1480 V
 RP0101  PID         -  RP0101
 RP0101  STATE/COUNTY-  MN/CLAY
 RP0101  USGS QUAD   -  BARNESVILLE (1981)
 RP0101
 RP0101                         *CURRENT SURVEY CONTROL
 RP0101  ___________________________________________________________________
 RP0101* NAD 83(1986)-  46 42 40.     (N)    096 28 26.     (W)     SCALED    
 RP0101* NAVD 88     -       292.632  (meters)     960.08   (feet)  ADJUSTED  
 RP0101  ___________________________________________________________________
 RP0101  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 RP0101  DYNAMIC HT  -         292.656 (meters)     960.16  (feet)  COMP
 RP0101  MODELED GRAV-     980,688.9   (mgal)                       NAVD 88
 RP0101
 RP0101  VERT ORDER  -  SECOND    CLASS 0
 RP0101
 RP0101.The horizontal coordinates were scaled from a topographic map and have
 RP0101.an estimated accuracy of +/- 6 seconds.
 RP0101
 RP0101.The orthometric height was determined by differential leveling
 RP0101.and adjusted by the National Geodetic Survey in June 1991..
 RP0101
 RP0101.The geoid height was determined by GEOID03.
 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     -   292,570.      629,980.      MT  (+/- 180 meters Scaled)
 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: 14TPS930761(NAD 83)
 RP0101_MARKER: DD = SURVEY DISK
 RP0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0101_SP_SET: CULVERT
 RP0101_STAMPING: 1480 V 1968
 RP0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0101
 RP0101  HISTORY     - Date     Condition        Report By
 RP0101  HISTORY     - 1968     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0097 ***********************************************************************
 RP0097  DESIGNATION -  1480 W
 RP0097  PID         -  RP0097
 RP0097  STATE/COUNTY-  MN/CLAY
 RP0097  USGS QUAD   -  BARNESVILLE (1981)
 RP0097
 RP0097                         *CURRENT SURVEY CONTROL
 RP0097  ___________________________________________________________________
 RP0097* NAD 83(1986)-  46 41 20.     (N)    096 26 41.     (W)     SCALED    
 RP0097* NAVD 88     -       297.809  (meters)     977.06   (feet)  ADJUSTED  
 RP0097  ___________________________________________________________________
 RP0097  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 RP0097  DYNAMIC HT  -         297.835 (meters)     977.15  (feet)  COMP
 RP0097  MODELED GRAV-     980,692.0   (mgal)                       NAVD 88
 RP0097
 RP0097  VERT ORDER  -  SECOND    CLASS 0
 RP0097
 RP0097.The horizontal coordinates were scaled from a topographic map and have
 RP0097.an estimated accuracy of +/- 6 seconds.
 RP0097
 RP0097.The orthometric height was determined by differential leveling
 RP0097.and adjusted by the National Geodetic Survey in June 1991..
 RP0097
 RP0097.The geoid height was determined by GEOID03.
 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     -   290,040.      632,140.      MT  (+/- 180 meters Scaled)
 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: 14TPS953737(NAD 83)
 RP0097_MARKER: P = PIPE CAP
 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_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0097
 RP0097  HISTORY     - Date     Condition        Report By
 RP0097  HISTORY     - 1968     MONUMENTED       MNDT
 RP0097
 RP0097                          STATION DESCRIPTION
 RP0097
 RP0097'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0096 ***********************************************************************
 RP0096  DESIGNATION -  1480 X
 RP0096  PID         -  RP0096
 RP0096  STATE/COUNTY-  MN/CLAY
 RP0096  USGS QUAD   -  BARNESVILLE (1981)
 RP0096
 RP0096                         *CURRENT SURVEY CONTROL
 RP0096  ___________________________________________________________________
 RP0096* NAD 83(1986)-  46 40 54.     (N)    096 26 03.     (W)     SCALED    
 RP0096* NAVD 88     -       310.720  (meters)    1019.42   (feet)  ADJUSTED  
 RP0096  ___________________________________________________________________
 RP0096  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 RP0096  DYNAMIC HT  -         310.747 (meters)    1019.51  (feet)  COMP
 RP0096  MODELED GRAV-     980,690.7   (mgal)                       NAVD 88
 RP0096
 RP0096  VERT ORDER  -  SECOND    CLASS 0
 RP0096
 RP0096.The horizontal coordinates were scaled from a topographic map and have
 RP0096.an estimated accuracy of +/- 6 seconds.
 RP0096
 RP0096.The orthometric height was determined by differential leveling
 RP0096.and adjusted by the National Geodetic Survey in June 1991..
 RP0096
 RP0096.The geoid height was determined by GEOID03.
 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     -   289,220.      632,930.      MT  (+/- 180 meters Scaled)
 RP0096
 RP0096                          SUPERSEDED SURVEY CONTROL
 RP0096
 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: 14TPS962729(NAD 83)
 RP0096_MARKER: DD = SURVEY DISK
 RP0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0096_SP_SET: BRIDGE
 RP0096_STAMPING: 1480-X 1969
 RP0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0096
 RP0096  HISTORY     - Date     Condition        Report By
 RP0096  HISTORY     - 1969     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0091 ***********************************************************************
 RP0091  DESIGNATION -  1480 Y
 RP0091  PID         -  RP0091
 RP0091  STATE/COUNTY-  MN/CLAY
 RP0091  USGS QUAD   -  BARNESVILLE (1981)
 RP0091
 RP0091                         *CURRENT SURVEY CONTROL
 RP0091  ___________________________________________________________________
 RP0091* NAD 83(1986)-  46 40 41.     (N)    096 25 12.     (W)     SCALED    
 RP0091* NAVD 88     -       314.631  (meters)    1032.25   (feet)  ADJUSTED  
 RP0091  ___________________________________________________________________
 RP0091  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 RP0091  DYNAMIC HT  -         314.657 (meters)    1032.34  (feet)  COMP
 RP0091  MODELED GRAV-     980,689.2   (mgal)                       NAVD 88
 RP0091
 RP0091  VERT ORDER  -  SECOND    CLASS 0
 RP0091
 RP0091.The horizontal coordinates were scaled from a topographic map and have
 RP0091.an estimated accuracy of +/- 6 seconds.
 RP0091
 RP0091.The orthometric height was determined by differential leveling
 RP0091.and adjusted by the National Geodetic Survey in June 1991..
 RP0091
 RP0091.The geoid height was determined by GEOID03.
 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     -   288,790.      634,000.      MT  (+/- 180 meters Scaled)
 RP0091
 RP0091                          SUPERSEDED SURVEY CONTROL
 RP0091
 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: 14TPS973726(NAD 83)
 RP0091_MARKER: DD = SURVEY DISK
 RP0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0091_SP_SET: BRIDGE ABUTMENT
 RP0091_STAMPING: 1480 Y 1968
 RP0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0091
 RP0091  HISTORY     - Date     Condition        Report By
 RP0091  HISTORY     - 1968     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0082 ***********************************************************************
 RP0082  DESIGNATION -  1480 Z
 RP0082  PID         -  RP0082
 RP0082  STATE/COUNTY-  MN/CLAY
 RP0082  USGS QUAD   -  BARNESVILLE (1981)
 RP0082
 RP0082                         *CURRENT SURVEY CONTROL
 RP0082  ___________________________________________________________________
 RP0082* NAD 83(1986)-  46 39 34.     (N)    096 23 36.     (W)     SCALED    
 RP0082* NAVD 88     -       324.883  (meters)    1065.89   (feet)  ADJUSTED  
 RP0082  ___________________________________________________________________
 RP0082  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 RP0082  DYNAMIC HT  -         324.908 (meters)    1065.97  (feet)  COMP
 RP0082  MODELED GRAV-     980,682.7   (mgal)                       NAVD 88
 RP0082
 RP0082  VERT ORDER  -  SECOND    CLASS 0
 RP0082
 RP0082.The horizontal coordinates were scaled from a topographic map and have
 RP0082.an estimated accuracy of +/- 6 seconds.
 RP0082
 RP0082.The orthometric height was determined by differential leveling
 RP0082.and adjusted by the National Geodetic Survey in June 1991..
 RP0082
 RP0082.The geoid height was determined by GEOID03.
 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     -   286,660.      635,980.      MT  (+/- 180 meters Scaled)
 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: 14TPS994706(NAD 83)
 RP0082_MARKER: DD = SURVEY DISK
 RP0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0082_SP_SET: BRIDGE ABUTMENT
 RP0082_STAMPING: 1480 Z 1968
 RP0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0082
 RP0082  HISTORY     - Date     Condition        Report By
 RP0082  HISTORY     - 1968     MONUMENTED       MNDT
 RP0082
 RP0082                          STATION DESCRIPTION
 RP0082
 RP0082'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SH0505 ***********************************************************************
 SH0505  DESIGNATION -  1482.9
 SH0505  PID         -  SH0505
 SH0505  STATE/COUNTY-  MN/ST LOUIS
 SH0505  USGS QUAD   -  KANGAS BAY (1986)
 SH0505
 SH0505                         *CURRENT SURVEY CONTROL
 SH0505  ___________________________________________________________________
 SH0505* NAD 83(1986)-  47 47 26.     (N)    091 50 31.     (W)     SCALED    
 SH0505* NAVD 88     -       452.39   (+/-2cm)    1484.2    (feet)  VERTCON   
 SH0505  ___________________________________________________________________
 SH0505  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 SH0505
 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.The vertical order pertains to the NGVD 29 superseded value.
 SH0505
 SH0505.The geoid height was determined by GEOID03.
 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_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             NGS
 SH0505
 SH0505                          STATION DESCRIPTION
 SH0505
 SH0505'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 DF8704 ***********************************************************************
 DF8704  DESIGNATION -  15
 DF8704  PID         -  DF8704
 DF8704  STATE/COUNTY-  MN/KANABEC
 DF8704  USGS QUAD   -  GRASSTON (1983)
 DF8704
 DF8704                         *CURRENT SURVEY CONTROL
 DF8704  ___________________________________________________________________
 DF8704* NAD 83(1996)-  45 52 05.36047(N)    093 11 40.43247(W)     ADJUSTED  
 DF8704* NAVD 88     -       312.0    (meters)    1024.     (feet)  GPS OBS   
 DF8704  ___________________________________________________________________
 DF8704  X           -    -247,931.135 (meters)                     COMP
 DF8704  Y           -  -4,442,134.190 (meters)                     COMP
 DF8704  Z           -   4,555,259.453 (meters)                     COMP
 DF8704  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DF8704  ELLIP HEIGHT-         284.09  (meters)          (10/22/03) GPS OBS
 DF8704  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DF8704
 DF8704  HORZ ORDER  -  FIRST
 DF8704  ELLP ORDER  -  THIRD     CLASS II
 DF8704
 DF8704.The horizontal coordinates were established by GPS observations
 DF8704.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8704
 DF8704.The orthometric height was determined by GPS observations and a
 DF8704.high-resolution geoid model.
 DF8704
 DF8704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8704
 DF8704.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8704
 DF8704.The ellipsoidal height was determined by GPS observations
 DF8704.and is referenced to NAD 83.
 DF8704
 DF8704.The geoid height was determined by GEOID03.
 DF8704
 DF8704;                    North         East     Units Scale Factor Converg.
 DF8704;SPC MN C     -   197,038.239   881,945.366   MT  0.99995500   +0 45 48.6
 DF8704;UTM  15      - 5,079,417.257   484,898.673   MT  0.99960280   -0 08 22.7
 DF8704
 DF8704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8704!SPC MN C     -   0.99995546  x   0.99995500  =   0.99991047
 DF8704!UTM  15      -   0.99995546  x   0.99960280  =   0.99955828
 DF8704
 DF8704                          SUPERSEDED SURVEY CONTROL
 DF8704
 DF8704.No superseded survey control is available for this station.
 DF8704
 DF8704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8489979417(NAD 83)
 DF8704_MARKER: DD = SURVEY DISK
 DF8704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8704_STAMPING: 15
 DF8704_MARK LOGO: MN-065
 DF8704_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8704+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8704
 DF8704  HISTORY     - Date     Condition        Report By
 DF8704  HISTORY     - 2001     MONUMENTED       MN-065
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0739 ***********************************************************************
 QP0739  DESIGNATION -  15 11
 QP0739  PID         -  QP0739
 QP0739  STATE/COUNTY-  MN/KANDIYOHI
 QP0739  USGS QUAD   -  WILLMAR (1994)
 QP0739
 QP0739                         *CURRENT SURVEY CONTROL
 QP0739  ___________________________________________________________________
 QP0739* NAD 83(1986)-  45 06 53.     (N)    095 02 52.     (W)     SCALED    
 QP0739* NAVD 88     -       341.726  (meters)    1121.15   (feet)  ADJUSTED  
 QP0739  ___________________________________________________________________
 QP0739  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 QP0739  DYNAMIC HT  -         341.702 (meters)    1121.07  (feet)  COMP
 QP0739  MODELED GRAV-     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
 QP0739.and adjusted by the National Geodetic Survey in June 1991..
 QP0739
 QP0739.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0738 ***********************************************************************
 QP0738  DESIGNATION -  15 14
 QP0738  PID         -  QP0738
 QP0738  STATE/COUNTY-  MN/KANDIYOHI
 QP0738  USGS QUAD   -  WILLMAR (1994)
 QP0738
 QP0738                         *CURRENT SURVEY CONTROL
 QP0738  ___________________________________________________________________
 QP0738* NAD 83(1986)-  45 06 42.     (N)    095 02 36.     (W)     SCALED    
 QP0738* NAVD 88     -       341.374  (meters)    1119.99   (feet)  ADJUSTED  
 QP0738  ___________________________________________________________________
 QP0738  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 QP0738  DYNAMIC HT  -         341.350 (meters)    1119.91  (feet)  COMP
 QP0738  MODELED GRAV-     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
 QP0738.and adjusted by the National Geodetic Survey in June 1991..
 QP0738
 QP0738.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0740 ***********************************************************************
 QP0740  DESIGNATION -  15 3
 QP0740  PID         -  QP0740
 QP0740  STATE/COUNTY-  MN/KANDIYOHI
 QP0740  USGS QUAD   -  WILLMAR (1994)
 QP0740
 QP0740                         *CURRENT SURVEY CONTROL
 QP0740  ___________________________________________________________________
 QP0740* NAD 83(1986)-  45 07 07.     (N)    095 03 10.     (W)     SCALED    
 QP0740* NAVD 88     -       342.096  (meters)    1122.36   (feet)  ADJUSTED  
 QP0740  ___________________________________________________________________
 QP0740  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 QP0740  DYNAMIC HT  -         342.072 (meters)    1122.28  (feet)  COMP
 QP0740  MODELED GRAV-     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
 QP0740.and adjusted by the National Geodetic Survey in June 1991..
 QP0740
 QP0740.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO1261 ***********************************************************************
 QO1261  DESIGNATION -  15 ADP
 QO1261  PID         -  QO1261
 QO1261  STATE/COUNTY-  MN/ISANTI
 QO1261  USGS QUAD   -  BRAHAM (1983)
 QO1261
 QO1261                         *CURRENT SURVEY CONTROL
 QO1261  ___________________________________________________________________
 QO1261* NAD 83(1986)-  45 38 04.     (N)    093 10 44.     (W)     SCALED    
 QO1261* NAVD 88     -       285.781  (meters)     937.60   (feet)  ADJUSTED  
 QO1261  ___________________________________________________________________
 QO1261  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 QO1261  DYNAMIC HT  -         285.765 (meters)     937.55  (feet)  COMP
 QO1261  MODELED GRAV-     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
 QO1261.and adjusted by the National Geodetic Survey in June 1991..
 QO1261
 QO1261.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1261_SP_SET: CONCRETE POST
 QO1261_STAMPING: 15 ADP 1954
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0696 ***********************************************************************
 SK0696  DESIGNATION -  15 CER
 SK0696  PID         -  SK0696
 SK0696  STATE/COUNTY-  MN/CLEARWATER
 SK0696  USGS QUAD   -  CLEARBROOK (1969)
 SK0696
 SK0696                         *CURRENT SURVEY CONTROL
 SK0696  ___________________________________________________________________
 SK0696* NAD 83(1986)-  47 42 44.     (N)    095 27 38.     (W)     SCALED    
 SK0696* NAVD 88     -       399.746  (meters)    1311.50   (feet)  ADJUSTED  
 SK0696  ___________________________________________________________________
 SK0696  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 SK0696  DYNAMIC HT  -         399.803 (meters)    1311.69  (feet)  COMP
 SK0696  MODELED GRAV-     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
 SK0696.and adjusted by the National Geodetic Survey in June 1991..
 SK0696
 SK0696.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0697 ***********************************************************************
 SK0697  DESIGNATION -  15 CER A TBM
 SK0697  PID         -  SK0697
 SK0697  STATE/COUNTY-  MN/CLEARWATER
 SK0697  USGS QUAD   -  CLEARBROOK (1969)
 SK0697
 SK0697                         *CURRENT SURVEY CONTROL
 SK0697  ___________________________________________________________________
 SK0697* NAD 83(1986)-  47 43 14.     (N)    095 28 31.     (W)     SCALED    
 SK0697* NAVD 88     -       391.301  (meters)    1283.79   (feet)  ADJUSTED  
 SK0697  ___________________________________________________________________
 SK0697  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 SK0697  DYNAMIC HT  -         391.358 (meters)    1283.98  (feet)  COMP
 SK0697  MODELED GRAV-     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
 SK0697.and adjusted by the National Geodetic Survey in June 1991..
 SK0697
 SK0697.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 SK0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0697_SP_SET: IN METAL PIPE
 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 = OCTOBER  6, 2006
 SK0695 ***********************************************************************
 SK0695  DESIGNATION -  15 CER RM
 SK0695  PID         -  SK0695
 SK0695  STATE/COUNTY-  MN/CLEARWATER
 SK0695  USGS QUAD   -  CLEARBROOK (1969)
 SK0695
 SK0695                         *CURRENT SURVEY CONTROL
 SK0695  ___________________________________________________________________
 SK0695* NAD 83(1986)-  47 42 41.     (N)    095 27 37.     (W)     SCALED    
 SK0695* NAVD 88     -       398.632  (meters)    1307.85   (feet)  ADJUSTED  
 SK0695  ___________________________________________________________________
 SK0695  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 SK0695  DYNAMIC HT  -         398.689 (meters)    1308.03  (feet)  COMP
 SK0695  MODELED GRAV-     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
 SK0695.and adjusted by the National Geodetic Survey in June 1991..
 SK0695
 SK0695.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 SK0695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0695_SP_SET: IN METAL CULVERT
 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 = OCTOBER  6, 2006
 SK0646 ***********************************************************************
 SK0646  DESIGNATION -  15 CLC
 SK0646  PID         -  SK0646
 SK0646  STATE/COUNTY-  MN/POLK
 SK0646  USGS QUAD   -  MC INTOSH (1982)
 SK0646
 SK0646                         *CURRENT SURVEY CONTROL
 SK0646  ___________________________________________________________________
 SK0646* NAD 83(1986)-  47 43 55.     (N)    095 52 50.     (W)     SCALED    
 SK0646* NAVD 88     -       365.002  (meters)    1197.51   (feet)  ADJUSTED  
 SK0646  ___________________________________________________________________
 SK0646  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 SK0646  DYNAMIC HT  -         365.058 (meters)    1197.69  (feet)  COMP
 SK0646  MODELED GRAV-     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
 SK0646.and adjusted by the National Geodetic Survey in June 1991..
 SK0646
 SK0646.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0648 ***********************************************************************
 SK0648  DESIGNATION -  15 CLC A TBM
 SK0648  PID         -  SK0648
 SK0648  STATE/COUNTY-  MN/POLK
 SK0648  USGS QUAD   -  MC INTOSH (1982)
 SK0648
 SK0648                         *CURRENT SURVEY CONTROL
 SK0648  ___________________________________________________________________
 SK0648* NAD 83(1986)-  47 44 47.     (N)    095 52 50.     (W)     SCALED    
 SK0648* NAVD 88     -       363.934  (meters)    1194.01   (feet)  ADJUSTED  
 SK0648  ___________________________________________________________________
 SK0648  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 SK0648  DYNAMIC HT  -         363.992 (meters)    1194.20  (feet)  COMP
 SK0648  MODELED GRAV-     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
 SK0648.and adjusted by the National Geodetic Survey in June 1991..
 SK0648
 SK0648.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0647 ***********************************************************************
 SK0647  DESIGNATION -  15 CLC RM
 SK0647  PID         -  SK0647
 SK0647  STATE/COUNTY-  MN/POLK
 SK0647  USGS QUAD   -  MC INTOSH (1982)
 SK0647
 SK0647                         *CURRENT SURVEY CONTROL
 SK0647  ___________________________________________________________________
 SK0647* NAD 83(1986)-  47 43 56.     (N)    095 52 49.     (W)     SCALED    
 SK0647* NAVD 88     -       364.750  (meters)    1196.68   (feet)  ADJUSTED  
 SK0647  ___________________________________________________________________
 SK0647  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 SK0647  DYNAMIC HT  -         364.806 (meters)    1196.87  (feet)  COMP
 SK0647  MODELED GRAV-     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
 SK0647.and adjusted by the National Geodetic Survey in June 1991..
 SK0647
 SK0647.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE6211 ***********************************************************************
 DE6211  DESIGNATION -  15 CWH
 DE6211  PID         -  DE6211
 DE6211  STATE/COUNTY-  MN/CASS
 DE6211  USGS QUAD   -  OSHAWA (1980)
 DE6211
 DE6211                         *CURRENT SURVEY CONTROL
 DE6211  ___________________________________________________________________
 DE6211* NAD 83(1996)-  46 48 14.03279(N)    094 38 21.08491(W)     ADJUSTED  
 DE6211* NAVD 88     -       451.563  (meters)    1481.50   (feet)  ADJUSTED  
 DE6211  ___________________________________________________________________
 DE6211  X           -    -353,763.794 (meters)                     COMP
 DE6211  Y           -  -4,359,566.420 (meters)                     COMP
 DE6211  Z           -   4,627,178.684 (meters)                     COMP
 DE6211  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 DE6211  ELLIP HEIGHT-         423.89  (meters)          (09/24/02) GPS OBS
 DE6211  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DE6211  DYNAMIC HT  -         451.580 (meters)    1481.56  (feet)  COMP
 DE6211  MODELED GRAV-     980,638.6   (mgal)                       NAVD 88
 DE6211
 DE6211  HORZ ORDER  -  FIRST
 DE6211  VERT ORDER  -  SECOND    CLASS I
 DE6211  ELLP ORDER  -  FOURTH    CLASS I
 DE6211
 DE6211.The horizontal coordinates were established by GPS observations
 DE6211.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6211
 DE6211.The orthometric height was determined by differential leveling
 DE6211.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6211
 DE6211.The ellipsoidal height was determined by GPS observations
 DE6211.and is referenced to NAD 83.
 DE6211
 DE6211.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6211;SPC MN C     -   300,573.413   770,293.060   MT  0.99995551   -0 16 53.5
 DE6211;UTM  15      - 5,184,676.868   374,925.437   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  =   0.99988907
 DE6211!UTM  15      -   0.99993356  x   0.99979228  =   0.99972585
 DE6211
 DE6211|---------------------------------------------------------------------|
 DE6211| PID    Reference Object                     Distance      Geod. Az  |
 DE6211|                                                           dddmmss.s |
 DE6211| AC4868 HAYNES                              211.623 METERS 08326     |
 DE6211|---------------------------------------------------------------------|
 DE6211
 DE6211                          SUPERSEDED SURVEY CONTROL
 DE6211
 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: 15TUM7492584677(NAD 83)
 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 = OCTOBER  6, 2006
 PP3318 ***********************************************************************
 PP3318  DESIGNATION -  15 ES
 PP3318  PID         -  PP3318
 PP3318  STATE/COUNTY-  MN/GOODHUE
 PP3318  USGS QUAD   -  GOODHUE EAST (1968)
 PP3318
 PP3318                         *CURRENT SURVEY CONTROL
 PP3318  ___________________________________________________________________
 PP3318* NAD 83(1986)-  44 29 20.     (N)    092 32 58.     (W)     SCALED    
 PP3318* NAVD 88     -       250.071  (meters)     820.44   (feet)  ADJUSTED  
 PP3318  ___________________________________________________________________
 PP3318  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 PP3318  DYNAMIC HT  -         250.031 (meters)     820.31  (feet)  COMP
 PP3318  MODELED GRAV-     980,453.0   (mgal)                       NAVD 88
 PP3318
 PP3318  VERT ORDER  -  SECOND    CLASS I
 PP3318
 PP3318.The horizontal coordinates were scaled from a topographic map and have
 PP3318.an estimated accuracy of +/- 6 seconds.
 PP3318
 PP3318.The orthometric height was determined by differential leveling
 PP3318.and adjusted by the National Geodetic Survey in June 1995..
 PP3318
 PP3318.The geoid height was determined by GEOID03.
 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     -   266,460.      915,370.      MT  (+/- 180 meters Scaled)
 PP3318
 PP3318                          SUPERSEDED SURVEY CONTROL
 PP3318
 PP3318.No superseded survey control is available for this station.
 PP3318
 PP3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK358262(NAD 83)
 PP3318_MARKER: DB = BENCH MARK DISK
 PP3318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP3318_SP_SET: CONCRETE POST
 PP3318_STAMPING: ES 15 1950
 PP3318_MARK LOGO: USGS  
 PP3318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3318+STABILITY: SURFACE MOTION
 PP3318
 PP3318  HISTORY     - Date     Condition        Report By
 PP3318  HISTORY     - 1950     MONUMENTED       USGS
 PP3318  HISTORY     - 1984     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8053 ***********************************************************************
 AE8053  DESIGNATION -  15 LMT
 AE8053  PID         -  AE8053
 AE8053  STATE/COUNTY-  MN/FILLMORE
 AE8053  USGS QUAD   -  CHERRY GROVE (1965)
 AE8053
 AE8053                         *CURRENT SURVEY CONTROL
 AE8053  ___________________________________________________________________
 AE8053* NAD 83(1986)-  43 32 39.     (N)    092 22 07.     (W)     SCALED    
 AE8053* NAVD 88     -       405.476  (meters)    1330.30   (feet)  ADJUSTED  
 AE8053  ___________________________________________________________________
 AE8053  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 AE8053  DYNAMIC HT  -         405.372 (meters)    1329.96  (feet)  COMP
 AE8053  MODELED GRAV-     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
 AE8053.and adjusted by the National Geodetic Survey in November 1998..
 AE8053
 AE8053.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1423 ***********************************************************************
 OO1423  DESIGNATION -  15 RDS
 OO1423  PID         -  OO1423
 OO1423  STATE/COUNTY-  MN/FREEBORN
 OO1423  USGS QUAD   -  WELLS (1982)
 OO1423
 OO1423                         *CURRENT SURVEY CONTROL
 OO1423  ___________________________________________________________________
 OO1423* NAD 83(1986)-  43 40 09.     (N)    093 37 42.     (W)     SCALED    
 OO1423* NAVD 88     -       370.159  (meters)    1214.43   (feet)  POSTED    
 OO1423  ___________________________________________________________________
 OO1423  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 OO1423  DYNAMIC HT  -         370.070 (meters)    1214.14  (feet)  COMP
 OO1423  MODELED GRAV-     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 National Geodetic Survey in 1992..
 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 geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF8302 ***********************************************************************
 DF8302  DESIGNATION -  15 RDS RESET
 DF8302  PID         -  DF8302
 DF8302  STATE/COUNTY-  MN/WINONA
 DF8302  USGS QUAD   -  UTICA (1974)
 DF8302
 DF8302                         *CURRENT SURVEY CONTROL
 DF8302  ___________________________________________________________________
 DF8302* NAD 83(1996)-  43 52 34.07930(N)    091 54 08.73847(W)     ADJUSTED  
 DF8302* NAVD 88     -       365.6    (meters)    1199.     (feet)  GPS OBS   
 DF8302  ___________________________________________________________________
 DF8302  X           -    -152,883.481 (meters)                     COMP
 DF8302  Y           -  -4,602,729.722 (meters)                     COMP
 DF8302  Z           -   4,398,413.607 (meters)                     COMP
 DF8302  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 DF8302  ELLIP HEIGHT-         335.56  (meters)          (10/06/03) GPS OBS
 DF8302  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DF8302
 DF8302  HORZ ORDER  -  FIRST
 DF8302  ELLP ORDER  -  THIRD     CLASS II
 DF8302
 DF8302.The horizontal coordinates were established by GPS observations
 DF8302.and adjusted by the MN DEPT OF TRANSP in October 2003..
 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 DEFLEC99 derived deflections.
 DF8302
 DF8302.The ellipsoidal height was determined by GPS observations
 DF8302.and is referenced to NAD 83.
 DF8302
 DF8302.The geoid height was determined by GEOID03.
 DF8302
 DF8302;                    North         East     Units Scale Factor Converg.
 DF8302;SPC MN S     -   199,512.337   968,566.260   MT  0.99998118   +1 28 12.9
 DF8302;UTM  15      - 4,858,700.801   588,179.998   MT  0.99969564   +0 45 38.8
 DF8302
 DF8302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8302!SPC MN S     -   0.99994738  x   0.99998118  =   0.99992857
 DF8302!UTM  15      -   0.99994738  x   0.99969564  =   0.99964304
 DF8302
 DF8302                          SUPERSEDED SURVEY CONTROL
 DF8302
 DF8302.No superseded survey control is available for this station.
 DF8302
 DF8302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8818058701(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1150 ***********************************************************************
 PQ1150  DESIGNATION -  15 T
 PQ1150  PID         -  PQ1150
 PQ1150  STATE/COUNTY-  MN/LYON
 PQ1150  USGS QUAD   -  MINNEOTA (1967)
 PQ1150
 PQ1150                         *CURRENT SURVEY CONTROL
 PQ1150  ___________________________________________________________________
 PQ1150* NAD 83(1996)-  44 30 06.79893(N)    095 57 38.36739(W)     ADJUSTED  
 PQ1150* NAVD 88     -       364.21   (+/-2cm)    1194.9    (feet)  VERTCON   
 PQ1150  ___________________________________________________________________
 PQ1150  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 PQ1150  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 PQ1150
 PQ1150  HORZ ORDER  -  THIRD
 PQ1150  VERT ORDER  -  THIRD ? (See Below)
 PQ1150
 PQ1150.The horizontal coordinates were established by classical geodetic methods
 PQ1150.and adjusted by the National Geodetic Survey in March 1999..
 PQ1150
 PQ1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1150.The vertical order pertains to the NGVD 29 superseded value.
 PQ1150
 PQ1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1150
 PQ1150.The geoid height was determined by GEOID03.
 PQ1150
 PQ1150;                    North         East     Units Scale Factor Converg.
 PQ1150;SPC MN S     -   268,746.562   644,101.899   MT  0.99992204   -1 22 27.4
 PQ1150;UTM  15      - 4,931,883.191   264,640.018   MT  1.00028128   -2 04 34.2
 PQ1150;UTM  14      - 4,932,112.973   741,615.202   MT  1.00031797   +2 07 53.0
 PQ1150
 PQ1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1150!SPC MN S     -   0.99994708  x   0.99992204  =   0.99986912
 PQ1150!UTM  15      -   0.99994708  x   1.00028128  =   1.00022834
 PQ1150!UTM  14      -   0.99994708  x   1.00031797  =   1.00026503
 PQ1150
 PQ1150                          SUPERSEDED SURVEY CONTROL
 PQ1150
 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_MARKER: DB = BENCH MARK DISK
 PQ1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1150_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1150+STABILITY: SURFACE MOTION
 PQ1150
 PQ1150  HISTORY     - Date     Condition        Report By
 PQ1150  HISTORY     - 1960     MONUMENTED       USGS
 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---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9746 ***********************************************************************
 DE9746  DESIGNATION -  1501 A
 DE9746  PID         -  DE9746
 DE9746  STATE/COUNTY-  MN/CLEARWATER
 DE9746  USGS QUAD   -  BAGLEY LAKE (1972)
 DE9746
 DE9746                         *CURRENT SURVEY CONTROL
 DE9746  ___________________________________________________________________
 DE9746* NAD 83(1996)-  47 52 24.61591(N)    095 12 44.35797(W)     ADJUSTED  
 DE9746* NAVD 88     -       359.207  (meters)    1178.50   (feet)  ADJUSTED  
 DE9746  ___________________________________________________________________
 DE9746  X           -    -389,403.849 (meters)                     COMP
 DE9746  Y           -  -4,268,657.208 (meters)                     COMP
 DE9746  Z           -   4,707,699.217 (meters)                     COMP
 DE9746  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 DE9746  ELLIP HEIGHT-         331.27  (meters)          (01/24/03) GPS OBS
 DE9746  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DE9746  DYNAMIC HT  -         359.265 (meters)    1178.69  (feet)  COMP
 DE9746  MODELED GRAV-     980,763.5   (mgal)                       NAVD 88
 DE9746
 DE9746  HORZ ORDER  -  FIRST
 DE9746  VERT ORDER  -  SECOND    CLASS I
 DE9746  ELLP ORDER  -  FOURTH    CLASS I
 DE9746
 DE9746.The horizontal coordinates were established by GPS observations
 DE9746.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9746
 DE9746.The orthometric height was determined by differential leveling
 DE9746.and adjusted by the National Geodetic Survey in April 2004..
 DE9746.No vertical observational check was made to the station.
 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 DEFLEC99 derived deflections.
 DE9746
 DE9746.The ellipsoidal height was determined by GPS observations
 DE9746.and is referenced to NAD 83.
 DE9746
 DE9746.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9746;SPC MN N     -   254,855.808   642,017.274   MT  0.99990304   -1 33 56.5
 DE9746;UTM  15      - 5,304,610.202   334,571.798   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  =   0.99985113
 DE9746!UTM  15      -   0.99994808  x   0.99993629  =   0.99988437
 DE9746
 DE9746                          SUPERSEDED SURVEY CONTROL
 DE9746
 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: 15TUP3457204610(NAD 83)
 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 - October 02, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9747 ***********************************************************************
 DE9747  DESIGNATION -  1501 B
 DE9747  PID         -  DE9747
 DE9747  STATE/COUNTY-  MN/CLEARWATER
 DE9747  USGS QUAD   -  BAGLEY LAKE (1972)
 DE9747
 DE9747                         *CURRENT SURVEY CONTROL
 DE9747  ___________________________________________________________________
 DE9747* NAD 83(1996)-  47 52 40.43985(N)    095 13 48.88248(W)     ADJUSTED  
 DE9747* NAVD 88     -       359.464  (meters)    1179.34   (feet)  ADJUSTED  
 DE9747  ___________________________________________________________________
 DE9747  X           -    -390,706.138 (meters)                     COMP
 DE9747  Y           -  -4,268,174.368 (meters)                     COMP
 DE9747  Z           -   4,708,027.246 (meters)                     COMP
 DE9747  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 DE9747  ELLIP HEIGHT-         331.54  (meters)          (01/24/03) GPS OBS
 DE9747  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DE9747  DYNAMIC HT  -         359.523 (meters)    1179.54  (feet)  COMP
 DE9747  MODELED GRAV-     980,764.7   (mgal)                       NAVD 88
 DE9747
 DE9747  HORZ ORDER  -  FIRST
 DE9747  VERT ORDER  -  SECOND    CLASS I
 DE9747  ELLP ORDER  -  FOURTH    CLASS I
 DE9747
 DE9747.The horizontal coordinates were established by GPS observations
 DE9747.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9747
 DE9747.The orthometric height was determined by differential leveling
 DE9747.and adjusted by the National Geodetic Survey in April 2004..
 DE9747.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DE9747
 DE9747.The ellipsoidal height was determined by GPS observations
 DE9747.and is referenced to NAD 83.
 DE9747
 DE9747.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9747;SPC MN N     -   255,381.093   640,690.563   MT  0.99990309   -1 34 44.3
 DE9747;UTM  15      - 5,305,137.254   333,245.733   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 35.8
 DE9747:UTM  15      -  1501 C                                   290 03 08.0
 DE9747
 DE9747|---------------------------------------------------------------------|
 DE9747| PID    Reference Object                     Distance      Geod. Az  |
 DE9747|                                                           dddmmss.s |
 DE9747| DE9748 1501 C                              APPROX. 1.0 KM 2882351.5 |
 DE9747|---------------------------------------------------------------------|
 DE9747
 DE9747                          SUPERSEDED SURVEY CONTROL
 DE9747
 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: 15TUP3324605137(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9749 ***********************************************************************
 DE9749  DESIGNATION -  1501 D
 DE9749  PID         -  DE9749
 DE9749  STATE/COUNTY-  MN/CLEARWATER
 DE9749  USGS QUAD   -  BERNER NE (1972)
 DE9749
 DE9749                         *CURRENT SURVEY CONTROL
 DE9749  ___________________________________________________________________
 DE9749* NAD 83(1996)-  47 53 23.15490(N)    095 15 34.54832(W)     ADJUSTED  
 DE9749* NAVD 88     -       359.511  (meters)    1179.50   (feet)  ADJUSTED  
 DE9749  ___________________________________________________________________
 DE9749  X           -    -392,802.888 (meters)                     COMP
 DE9749  Y           -  -4,266,999.149 (meters)                     COMP
 DE9749  Z           -   4,708,912.100 (meters)                     COMP
 DE9749  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 DE9749  ELLIP HEIGHT-         331.61  (meters)          (01/24/03) GPS OBS
 DE9749  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DE9749  DYNAMIC HT  -         359.571 (meters)    1179.69  (feet)  COMP
 DE9749  MODELED GRAV-     980,768.2   (mgal)                       NAVD 88
 DE9749
 DE9749  HORZ ORDER  -  FIRST
 DE9749  VERT ORDER  -  SECOND    CLASS I
 DE9749  ELLP ORDER  -  FOURTH    CLASS I
 DE9749
 DE9749.The horizontal coordinates were established by GPS observations
 DE9749.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9749
 DE9749.The orthometric height was determined by differential leveling
 DE9749.and adjusted by the National Geodetic Survey in April 2004..
 DE9749.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DE9749
 DE9749.The ellipsoidal height was determined by GPS observations
 DE9749.and is referenced to NAD 83.
 DE9749
 DE9749.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9749;SPC MN N     -   256,760.638   638,532.932   MT  0.99990327   -1 36 02.6
 DE9749;UTM  15      - 5,306,519.711   331,089.836   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  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: 15TUP3109006520(NAD 83)
 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 - July 10, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9750 ***********************************************************************
 DE9750  DESIGNATION -  1501 E
 DE9750  PID         -  DE9750
 DE9750  STATE/COUNTY-  MN/CLEARWATER
 DE9750  USGS QUAD   -  BERNER NE (1972)
 DE9750
 DE9750                         *CURRENT SURVEY CONTROL
 DE9750  ___________________________________________________________________
 DE9750* NAD 83(1996)-  47 54 00.27214(N)    095 16 10.29429(W)     ADJUSTED  
 DE9750* NAVD 88     -       358.900  (meters)    1177.49   (feet)  ADJUSTED  
 DE9750  ___________________________________________________________________
 DE9750  X           -    -393,464.205 (meters)                     COMP
 DE9750  Y           -  -4,266,083.630 (meters)                     COMP
 DE9750  Z           -   4,709,680.333 (meters)                     COMP
 DE9750  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 DE9750  ELLIP HEIGHT-         331.00  (meters)          (01/24/03) GPS OBS
 DE9750  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DE9750  DYNAMIC HT  -         358.960 (meters)    1177.69  (feet)  COMP
 DE9750  MODELED GRAV-     980,770.0   (mgal)                       NAVD 88
 DE9750
 DE9750  HORZ ORDER  -  FIRST
 DE9750  VERT ORDER  -  SECOND    CLASS I
 DE9750  ELLP ORDER  -  FOURTH    CLASS I
 DE9750
 DE9750.The horizontal coordinates were established by GPS observations
 DE9750.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9750
 DE9750.The orthometric height was determined by differential leveling
 DE9750.and adjusted by the National Geodetic Survey in April 2004..
 DE9750.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DE9750
 DE9750.The ellipsoidal height was determined by GPS observations
 DE9750.and is referenced to NAD 83.
 DE9750
 DE9750.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9750;SPC MN N     -   257,927.254   637,822.898   MT  0.99990345   -1 36 29.1
 DE9750;UTM  15      - 5,307,687.326   330,381.317   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  =   0.99990167
 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  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_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 = OCTOBER  6, 2006
 DE9751 ***********************************************************************
 DE9751  DESIGNATION -  1501 F
 DE9751  PID         -  DE9751
 DE9751  STATE/COUNTY-  MN/CLEARWATER
 DE9751  USGS QUAD   -  BERNER NE (1972)
 DE9751
 DE9751                         *CURRENT SURVEY CONTROL
 DE9751  ___________________________________________________________________
 DE9751* NAD 83(1996)-  47 54 56.13796(N)    095 16 32.86348(W)     ADJUSTED  
 DE9751* NAVD 88     -       359.301  (meters)    1178.81   (feet)  ADJUSTED  
 DE9751  ___________________________________________________________________
 DE9751  X           -    -393,813.276 (meters)                     COMP
 DE9751  Y           -  -4,264,765.766 (meters)                     COMP
 DE9751  Z           -   4,710,837.298 (meters)                     COMP
 DE9751  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 DE9751  ELLIP HEIGHT-         331.39  (meters)          (01/24/03) GPS OBS
 DE9751  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DE9751  DYNAMIC HT  -         359.361 (meters)    1179.00  (feet)  COMP
 DE9751  MODELED GRAV-     980,770.0   (mgal)                       NAVD 88
 DE9751
 DE9751  HORZ ORDER  -  FIRST
 DE9751  VERT ORDER  -  SECOND    CLASS I
 DE9751  ELLP ORDER  -  FOURTH    CLASS I
 DE9751
 DE9751.The horizontal coordinates were established by GPS observations
 DE9751.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9751
 DE9751.The orthometric height was determined by differential leveling
 DE9751.and adjusted by the National Geodetic Survey in April 2004..
 DE9751.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DE9751
 DE9751.The ellipsoidal height was determined by GPS observations
 DE9751.and is referenced to NAD 83.
 DE9751
 DE9751.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9751;SPC MN N     -   259,665.031   637,402.939   MT  0.99990379   -1 36 45.9
 DE9751;UTM  15      - 5,309,425.751   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  =   0.99990335
 DE9751
 DE9751:                Primary Azimuth Mark                     Grid Az
 DE9751:SPC MN N     -  1501 E                                   166 24 50.9
 DE9751:UTM  15      -  1501 E                                   166 29 26.9
 DE9751
 DE9751|---------------------------------------------------------------------|
 DE9751| PID    Reference Object                     Distance      Geod. Az  |
 DE9751|                                                           dddmmss.s |
 DE9751| DE9750 1501 E                              APPROX. 1.8 KM 1644805.0 |
 DE9751|---------------------------------------------------------------------|
 DE9751
 DE9751                          SUPERSEDED SURVEY CONTROL
 DE9751
 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: 15TUP2996409426(NAD 83)
 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 - July 10, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9752 ***********************************************************************
 DE9752  DESIGNATION -  1501 G
 DE9752  PID         -  DE9752
 DE9752  STATE/COUNTY-  MN/CLEARWATER
 DE9752  USGS QUAD   -  BERNER NE (1972)
 DE9752
 DE9752                         *CURRENT SURVEY CONTROL
 DE9752  ___________________________________________________________________
 DE9752* NAD 83(1996)-  47 56 04.22200(N)    095 16 42.05809(W)     ADJUSTED  
 DE9752* NAVD 88     -       360.310  (meters)    1182.12   (feet)  ADJUSTED  
 DE9752  ___________________________________________________________________
 DE9752  X           -    -393,859.847 (meters)                     COMP
 DE9752  Y           -  -4,263,194.540 (meters)                     COMP
 DE9752  Z           -   4,712,247.217 (meters)                     COMP
 DE9752  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 DE9752  ELLIP HEIGHT-         332.38  (meters)          (01/24/03) GPS OBS
 DE9752  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DE9752  DYNAMIC HT  -         360.371 (meters)    1182.32  (feet)  COMP
 DE9752  MODELED GRAV-     980,770.2   (mgal)                       NAVD 88
 DE9752
 DE9752  HORZ ORDER  -  FIRST
 DE9752  VERT ORDER  -  SECOND    CLASS I
 DE9752  ELLP ORDER  -  FOURTH    CLASS I
 DE9752
 DE9752.The horizontal coordinates were established by GPS observations
 DE9752.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9752
 DE9752.The orthometric height was determined by differential leveling
 DE9752.and adjusted by the National Geodetic Survey in April 2004..
 DE9752.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DE9752
 DE9752.The ellipsoidal height was determined by GPS observations
 DE9752.and is referenced to NAD 83.
 DE9752
 DE9752.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9752;SPC MN N     -   261,772.200   637,271.371   MT  0.99990431   -1 36 52.7
 DE9752;UTM  15      - 5,311,533.203   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 39.2
 DE9752:UTM  15      -  1501 H                                   005 55 17.0
 DE9752
 DE9752|---------------------------------------------------------------------|
 DE9752| PID    Reference Object                     Distance      Geod. Az  |
 DE9752|                                                           dddmmss.s |
 DE9752| DE9753 1501 H                              APPROX. 1.5 KM 0041346.5 |
 DE9752|---------------------------------------------------------------------|
 DE9752
 DE9752                          SUPERSEDED SURVEY CONTROL
 DE9752
 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: 15TUP2983511533(NAD 83)
 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 = OCTOBER  6, 2006
 DE9753 ***********************************************************************
 DE9753  DESIGNATION -  1501 H
 DE9753  PID         -  DE9753
 DE9753  STATE/COUNTY-  MN/CLEARWATER
 DE9753  USGS QUAD   -  BERNER NE (1972)
 DE9753
 DE9753                         *CURRENT SURVEY CONTROL
 DE9753  ___________________________________________________________________
 DE9753* NAD 83(1996)-  47 56 54.16762(N)    095 16 36.56007(W)     ADJUSTED  
 DE9753* NAVD 88     -       359.383  (meters)    1179.08   (feet)  ADJUSTED  
 DE9753  ___________________________________________________________________
 DE9753  X           -    -393,640.814 (meters)                     COMP
 DE9753  Y           -  -4,262,063.867 (meters)                     COMP
 DE9753  Z           -   4,713,279.947 (meters)                     COMP
 DE9753  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 DE9753  ELLIP HEIGHT-         331.43  (meters)          (01/24/03) GPS OBS
 DE9753  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DE9753  DYNAMIC HT  -         359.444 (meters)    1179.28  (feet)  COMP
 DE9753  MODELED GRAV-     980,770.4   (mgal)                       NAVD 88
 DE9753
 DE9753  HORZ ORDER  -  FIRST
 DE9753  VERT ORDER  -  SECOND    CLASS I
 DE9753  ELLP ORDER  -  FOURTH    CLASS I
 DE9753
 DE9753.The horizontal coordinates were established by GPS observations
 DE9753.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9753
 DE9753.The orthometric height was determined by differential leveling
 DE9753.and adjusted by the National Geodetic Survey in April 2004..
 DE9753.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DE9753
 DE9753.The ellipsoidal height was determined by GPS observations
 DE9753.and is referenced to NAD 83.
 DE9753
 DE9753.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9753;SPC MN N     -   263,310.842   637,428.860   MT  0.99990476   -1 36 48.6
 DE9753;UTM  15      - 5,313,071.709   329,994.485   MT  0.99995515   -1 41 27.7
 DE9753
 DE9753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9753!SPC MN N     -   0.99994806  x   0.99990476  =   0.99985282
 DE9753!UTM  15      -   0.99994806  x   0.99995515  =   0.99990321
 DE9753
 DE9753:                Primary Azimuth Mark                     Grid Az
 DE9753:SPC MN N     -  1501 G                                   185 50 39.2
 DE9753:UTM  15      -  1501 G                                   185 55 18.3
 DE9753
 DE9753|---------------------------------------------------------------------|
 DE9753| PID    Reference Object                     Distance      Geod. Az  |
 DE9753|                                                           dddmmss.s |
 DE9753| DE9752 1501 G                              APPROX. 1.5 KM 1841350.6 |
 DE9753|---------------------------------------------------------------------|
 DE9753
 DE9753                          SUPERSEDED SURVEY CONTROL
 DE9753
 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: 15TUP2999413072(NAD 83)
 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 - July 26, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7368 ***********************************************************************
 DF7368  DESIGNATION -  1501 J
 DF7368  PID         -  DF7368
 DF7368  STATE/COUNTY-  MN/CLEARWATER
 DF7368  USGS QUAD   -  BERNER NE (1972)
 DF7368
 DF7368                         *CURRENT SURVEY CONTROL
 DF7368  ___________________________________________________________________
 DF7368* NAD 83(1986)-  47 57 35.     (N)    095 16 31.     (W)     SCALED    
 DF7368* NAVD 88     -       361.364  (meters)    1185.58   (feet)  ADJUSTED  
 DF7368  ___________________________________________________________________
 DF7368  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DF7368  DYNAMIC HT  -         361.425 (meters)    1185.78  (feet)  COMP
 DF7368  MODELED GRAV-     980,770.6   (mgal)                       NAVD 88
 DF7368
 DF7368  VERT ORDER  -  SECOND    CLASS I
 DF7368
 DF7368.The horizontal coordinates were scaled from a topographic map and have
 DF7368.an estimated accuracy of +/- 6 seconds.
 DF7368
 DF7368.The orthometric height was determined by differential leveling
 DF7368.and adjusted by the National Geodetic Survey in April 2004..
 DF7368.No vertical observational check was made to the station.
 DF7368
 DF7368.The geoid height was determined by GEOID03.
 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     -   264,570.      637,580.      MT  (+/- 180 meters Scaled)
 DF7368
 DF7368                          SUPERSEDED SURVEY CONTROL
 DF7368
 DF7368.No superseded survey control is available for this station.
 DF7368
 DF7368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP301143(NAD 83)
 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 = OCTOBER  6, 2006
 DE9787 ***********************************************************************
 DE9787  DESIGNATION -  1501 K
 DE9787  PID         -  DE9787
 DE9787  STATE/COUNTY-  MN/CLEARWATER
 DE9787  USGS QUAD   -  BERNER NE (1972)
 DE9787
 DE9787                         *CURRENT SURVEY CONTROL
 DE9787  ___________________________________________________________________
 DE9787* NAD 83(1996)-  47 58 16.72850(N)    095 16 07.93673(W)     ADJUSTED  
 DE9787* NAVD 88     -       359.318  (meters)    1178.86   (feet)  ADJUSTED  
 DE9787  ___________________________________________________________________
 DE9787  X           -    -392,875.442 (meters)                     COMP
 DE9787  Y           -  -4,260,232.499 (meters)                     COMP
 DE9787  Z           -   4,714,987.570 (meters)                     COMP
 DE9787  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 DE9787  ELLIP HEIGHT-         331.35  (meters)          (01/24/03) GPS OBS
 DE9787  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DE9787  DYNAMIC HT  -         359.379 (meters)    1179.06  (feet)  COMP
 DE9787  MODELED GRAV-     980,770.7   (mgal)                       NAVD 88
 DE9787
 DE9787  HORZ ORDER  -  FIRST
 DE9787  VERT ORDER  -  SECOND    CLASS I
 DE9787  ELLP ORDER  -  FOURTH    CLASS I
 DE9787
 DE9787.The horizontal coordinates were established by GPS observations
 DE9787.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9787
 DE9787.The orthometric height was determined by differential leveling
 DE9787.and adjusted by the National Geodetic Survey in April 2004..
 DE9787.No vertical observational check was made to the station.
 DE9787
 DE9787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9787
 DE9787.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9787
 DE9787.The ellipsoidal height was determined by GPS observations
 DE9787.and is referenced to NAD 83.
 DE9787
 DE9787.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9787;SPC MN N     -   265,842.879   638,094.033   MT  0.99990562   -1 36 27.4
 DE9787;UTM  15      - 5,315,602.963   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  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: 15TUP3066315603(NAD 83)
 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 = OCTOBER  6, 2006
 DE9755 ***********************************************************************
 DE9755  DESIGNATION -  1501 L
 DE9755  PID         -  DE9755
 DE9755  STATE/COUNTY-  MN/CLEARWATER
 DE9755  USGS QUAD   -  BERNER NE (1972)
 DE9755
 DE9755                         *CURRENT SURVEY CONTROL
 DE9755  ___________________________________________________________________
 DE9755* NAD 83(1996)-  47 59 14.65459(N)    095 15 34.43356(W)     ADJUSTED  
 DE9755* NAVD 88     -       359.582  (meters)    1179.73   (feet)  ADJUSTED  
 DE9755  ___________________________________________________________________
 DE9755  X           -    -392,061.626 (meters)                     COMP
 DE9755  Y           -  -4,258,972.814 (meters)                     COMP
 DE9755  Z           -   4,716,185.446 (meters)                     COMP
 DE9755  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 DE9755  ELLIP HEIGHT-         331.60  (meters)          (01/24/03) GPS OBS
 DE9755  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DE9755  DYNAMIC HT  -         359.642 (meters)    1179.93  (feet)  COMP
 DE9755  MODELED GRAV-     980,770.7   (mgal)                       NAVD 88
 DE9755
 DE9755  HORZ ORDER  -  FIRST
 DE9755  VERT ORDER  -  SECOND    CLASS I
 DE9755  ELLP ORDER  -  FOURTH    CLASS I
 DE9755
 DE9755.The horizontal coordinates were established by GPS observations
 DE9755.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9755
 DE9755.The orthometric height was determined by differential leveling
 DE9755.and adjusted by the National Geodetic Survey in April 2004..
 DE9755.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DE9755
 DE9755.The ellipsoidal height was determined by GPS observations
 DE9755.and is referenced to NAD 83.
 DE9755
 DE9755.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9755;SPC MN N     -   267,611.672   638,838.548   MT  0.99990633   -1 36 02.6
 DE9755;UTM  15      - 5,317,370.816   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  =   0.99985437
 DE9755!UTM  15      -   0.99994803  x   0.99994926  =   0.99989729
 DE9755
 DE9755                          SUPERSEDED SURVEY CONTROL
 DE9755
 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: 15TUP3141017371(NAD 83)
 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 - July 20, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9756 ***********************************************************************
 DE9756  DESIGNATION -  1501 M
 DE9756  PID         -  DE9756
 DE9756  STATE/COUNTY-  MN/CLEARWATER
 DE9756  USGS QUAD   -  GIMIWAN LAKE (1973)
 DE9756
 DE9756                         *CURRENT SURVEY CONTROL
 DE9756  ___________________________________________________________________
 DE9756* NAD 83(1996)-  48 00 39.62589(N)    095 15 56.51520(W)     ADJUSTED  
 DE9756* NAVD 88     -       362.158  (meters)    1188.18   (feet)  ADJUSTED  
 DE9756  ___________________________________________________________________
 DE9756  X           -    -392,338.728 (meters)                     COMP
 DE9756  Y           -  -4,256,990.350 (meters)                     COMP
 DE9756  Z           -   4,717,943.575 (meters)                     COMP
 DE9756  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 DE9756  ELLIP HEIGHT-         334.18  (meters)          (01/24/03) GPS OBS
 DE9756  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DE9756  DYNAMIC HT  -         362.219 (meters)    1188.38  (feet)  COMP
 DE9756  MODELED GRAV-     980,770.0   (mgal)                       NAVD 88
 DE9756
 DE9756  HORZ ORDER  -  FIRST
 DE9756  VERT ORDER  -  SECOND    CLASS I
 DE9756  ELLP ORDER  -  FOURTH    CLASS I
 DE9756
 DE9756.The horizontal coordinates were established by GPS observations
 DE9756.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9756
 DE9756.The orthometric height was determined by differential leveling
 DE9756.and adjusted by the National Geodetic Survey in April 2004..
 DE9756.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DE9756
 DE9756.The ellipsoidal height was determined by GPS observations
 DE9756.and is referenced to NAD 83.
 DE9756
 DE9756.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9756;SPC MN N     -   270,247.645   638,454.435   MT  0.99990750   -1 36 18.9
 DE9756;UTM  15      - 5,320,007.429   331,029.594   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  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: 15UUP3103020007(NAD 83)
 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 = OCTOBER  6, 2006
 DH3540 ***********************************************************************
 DH3540  DESIGNATION -  1502 A RESET
 DH3540  PID         -  DH3540
 DH3540  STATE/COUNTY-  MN/CLEARWATER
 DH3540  USGS QUAD   -  FOSSTON SE (1969)
 DH3540
 DH3540                         *CURRENT SURVEY CONTROL
 DH3540  ___________________________________________________________________
 DH3540* NAD 83(1986)-  47 31 44.     (N)    095 31 58.     (W)     SCALED    
 DH3540* NAVD 88     -       450.437  (meters)    1477.81   (feet)  ADJUSTED  
 DH3540  ___________________________________________________________________
 DH3540  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DH3540  DYNAMIC HT  -         450.486 (meters)    1477.97  (feet)  COMP
 DH3540  MODELED GRAV-     980,707.2   (mgal)                       NAVD 88
 DH3540
 DH3540  VERT ORDER  -  SECOND    CLASS I
 DH3540
 DH3540.The horizontal coordinates were scaled from a topographic map and have
 DH3540.an estimated accuracy of +/- 6 seconds.
 DH3540
 DH3540.The orthometric height was determined by differential leveling
 DH3540.and adjusted by the National Geodetic Survey in June 2005..
 DH3540.No vertical observational check was made to the station.
 DH3540
 DH3540.The geoid height was determined by GEOID03.
 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     -   217,270.      616,850.      MT  (+/- 180 meters Scaled)
 DH3540
 DH3540                          SUPERSEDED SURVEY CONTROL
 DH3540
 DH3540.No superseded survey control is available for this station.
 DH3540
 DH3540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN093670(NAD 83)
 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 = OCTOBER  6, 2006
 SK0582 ***********************************************************************
 SK0582  DESIGNATION -  1503 A
 SK0582  PID         -  SK0582
 SK0582  STATE/COUNTY-  MN/CLEARWATER
 SK0582  USGS QUAD   -  BAGLEY (1969)
 SK0582
 SK0582                         *CURRENT SURVEY CONTROL
 SK0582  ___________________________________________________________________
 SK0582* NAD 83(1986)-  47 31 36.     (N)    095 22 58.     (W)     SCALED    
 SK0582* NAVD 88     -       440.248  (meters)    1444.38   (feet)  ADJUSTED  
 SK0582  ___________________________________________________________________
 SK0582  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 SK0582  DYNAMIC HT  -         440.292 (meters)    1444.52  (feet)  COMP
 SK0582  MODELED GRAV-     980,699.5   (mgal)                       NAVD 88
 SK0582
 SK0582  VERT ORDER  -  FIRST     CLASS II
 SK0582
 SK0582.The horizontal coordinates were scaled from a topographic map and have
 SK0582.an estimated accuracy of +/- 6 seconds.
 SK0582
 SK0582.The orthometric height was determined by differential leveling
 SK0582.and adjusted by the National Geodetic Survey in June 1991..
 SK0582
 SK0582.The geoid height was determined by GEOID03.
 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     -   216,680.      628,130.      MT  (+/- 180 meters Scaled)
 SK0582
 SK0582                          SUPERSEDED SURVEY CONTROL
 SK0582
 SK0582.No superseded survey control is available for this station.
 SK0582
 SK0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN206664(NAD 83)
 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 = OCTOBER  6, 2006
 DG5565 ***********************************************************************
 DG5565  DESIGNATION -  1503 C
 DG5565  PID         -  DG5565
 DG5565  STATE/COUNTY-  MN/CLEARWATER
 DG5565  USGS QUAD   -  SHEVLIN (1969)
 DG5565
 DG5565                         *CURRENT SURVEY CONTROL
 DG5565  ___________________________________________________________________
 DG5565* NAD 83(1996)-  47 31 47.35831(N)    095 17 24.20403(W)     ADJUSTED  
 DG5565* NAVD 88     -       448.1    (meters)    1470.     (feet)  GPS OBS   
 DG5565  ___________________________________________________________________
 DG5565  X           -    -397,806.437 (meters)                     COMP
 DG5565  Y           -  -4,296,329.551 (meters)                     COMP
 DG5565  Z           -   4,682,047.150 (meters)                     COMP
 DG5565  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 DG5565  ELLIP HEIGHT-         420.33  (meters)          (05/19/04) GPS OBS
 DG5565  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DG5565
 DG5565  HORZ ORDER  -  FIRST
 DG5565  ELLP ORDER  -  FOURTH    CLASS I
 DG5565
 DG5565.The horizontal coordinates were established by GPS observations
 DG5565.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5565
 DG5565.The orthometric height was determined by GPS observations and a
 DG5565.high-resolution geoid model.
 DG5565
 DG5565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5565
 DG5565.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5565
 DG5565.The ellipsoidal height was determined by GPS observations
 DG5565.and is referenced to NAD 83.
 DG5565
 DG5565.The geoid height was determined by GEOID03.
 DG5565
 DG5565;                    North         East     Units Scale Factor Converg.
 DG5565;SPC MN N     -   216,824.300   635,122.532   MT  0.99991697   -1 37 23.9
 DG5565;UTM  15      - 5,266,585.603   327,629.662   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  =   0.99989925
 DG5565
 DG5565                          SUPERSEDED SURVEY CONTROL
 DG5565
 DG5565.No superseded survey control is available for this station.
 DG5565
 DG5565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2763066586(NAD 83)
 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 = OCTOBER  6, 2006
 AH9854 ***********************************************************************
 AH9854  DESIGNATION -  1504 A
 AH9854  PID         -  AH9854
 AH9854  STATE/COUNTY-  MN/CLEARWATER
 AH9854  USGS QUAD   -  ZERKEL (1981)
 AH9854
 AH9854                         *CURRENT SURVEY CONTROL
 AH9854  ___________________________________________________________________
 AH9854* NAD 83(1986)-  47 18 40.     (N)    095 24 01.     (W)     SCALED    
 AH9854* NAVD 88     -       457.922  (meters)    1502.37   (feet)  ADJUSTED  
 AH9854  ___________________________________________________________________
 AH9854  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AH9854  DYNAMIC HT  -         457.957 (meters)    1502.48  (feet)  COMP
 AH9854  MODELED GRAV-     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
 AH9854.and adjusted by the National Geodetic Survey in June 2004..
 AH9854
 AH9854.The geoid height was determined by GEOID03.
 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     -   192,760.      626,100.      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: 15TUN185425(NAD 83)
 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: RECESSED 3 CENTIMETERS
 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 - 1992
 AH9854_ROD/PIPE-DEPTH: 10.7 meters
 AH9854
 AH9854  HISTORY     - Date     Condition        Report By
 AH9854  HISTORY     - 1992     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9855 ***********************************************************************
 AH9855  DESIGNATION -  1504 B
 AH9855  PID         -  AH9855
 AH9855  STATE/COUNTY-  MN/CLEARWATER
 AH9855  USGS QUAD   -  ZERKEL (1981)
 AH9855
 AH9855                         *CURRENT SURVEY CONTROL
 AH9855  ___________________________________________________________________
 AH9855* NAD 83(1986)-  47 18 40.     (N)    095 25 28.     (W)     SCALED    
 AH9855* NAVD 88     -       452.076  (meters)    1483.19   (feet)  ADJUSTED  
 AH9855  ___________________________________________________________________
 AH9855  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AH9855  DYNAMIC HT  -         452.111 (meters)    1483.30  (feet)  COMP
 AH9855  MODELED GRAV-     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
 AH9855.and adjusted by the National Geodetic Survey in June 2004..
 AH9855
 AH9855.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9856 ***********************************************************************
 AH9856  DESIGNATION -  1504 C
 AH9856  PID         -  AH9856
 AH9856  STATE/COUNTY-  MN/CLEARWATER
 AH9856  USGS QUAD   -  ZERKEL (1981)
 AH9856
 AH9856                         *CURRENT SURVEY CONTROL
 AH9856  ___________________________________________________________________
 AH9856* NAD 83(1986)-  47 18 38.     (N)    095 26 27.     (W)     SCALED    
 AH9856* NAVD 88     -       445.840  (meters)    1462.73   (feet)  ADJUSTED  
 AH9856  ___________________________________________________________________
 AH9856  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AH9856  DYNAMIC HT  -         445.875 (meters)    1462.84  (feet)  COMP
 AH9856  MODELED GRAV-     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
 AH9856.and adjusted by the National Geodetic Survey in June 2004..
 AH9856
 AH9856.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9857 ***********************************************************************
 AH9857  DESIGNATION -  1504 D
 AH9857  PID         -  AH9857
 AH9857  STATE/COUNTY-  MN/CLEARWATER
 AH9857  USGS QUAD   -  ZERKEL (1981)
 AH9857
 AH9857                         *CURRENT SURVEY CONTROL
 AH9857  ___________________________________________________________________
 AH9857* NAD 83(1986)-  47 18 38.     (N)    095 27 15.     (W)     SCALED    
 AH9857* NAVD 88     -       443.880  (meters)    1456.30   (feet)  ADJUSTED  
 AH9857  ___________________________________________________________________
 AH9857  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AH9857  DYNAMIC HT  -         443.915 (meters)    1456.41  (feet)  COMP
 AH9857  MODELED GRAV-     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
 AH9857.and adjusted by the National Geodetic Survey in June 2004..
 AH9857
 AH9857.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9859 ***********************************************************************
 AH9859  DESIGNATION -  1504 E
 AH9859  PID         -  AH9859
 AH9859  STATE/COUNTY-  MN/CLEARWATER
 AH9859  USGS QUAD   -  ZERKEL (1981)
 AH9859
 AH9859                         *CURRENT SURVEY CONTROL
 AH9859  ___________________________________________________________________
 AH9859* NAD 83(1986)-  47 18 45.     (N)    095 29 20.     (W)     SCALED    
 AH9859* NAVD 88     -       463.393  (meters)    1520.32   (feet)  ADJUSTED  
 AH9859  ___________________________________________________________________
 AH9859  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AH9859  DYNAMIC HT  -         463.427 (meters)    1520.43  (feet)  COMP
 AH9859  MODELED GRAV-     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
 AH9859.and adjusted by the National Geodetic Survey in June 2004..
 AH9859
 AH9859.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9861 ***********************************************************************
 AH9861  DESIGNATION -  1504 F
 AH9861  PID         -  AH9861
 AH9861  STATE/COUNTY-  MN/CLEARWATER
 AH9861  USGS QUAD   -  ROY LAKE (1969)
 AH9861
 AH9861                         *CURRENT SURVEY CONTROL
 AH9861  ___________________________________________________________________
 AH9861* NAD 83(1986)-  47 19 02.     (N)    095 32 01.     (W)     SCALED    
 AH9861* NAVD 88     -       473.474  (meters)    1553.39   (feet)  ADJUSTED  
 AH9861  ___________________________________________________________________
 AH9861  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH9861  DYNAMIC HT  -         473.509 (meters)    1553.50  (feet)  COMP
 AH9861  MODELED GRAV-     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
 AH9861.and adjusted by the National Geodetic Survey in June 2004..
 AH9861
 AH9861.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9841 ***********************************************************************
 AH9841  DESIGNATION -  1505 A
 AH9841  PID         -  AH9841
 AH9841  STATE/COUNTY-  MN/CLEARWATER
 AH9841  USGS QUAD   -  LAKE ITASCA (1972)
 AH9841
 AH9841                         *CURRENT SURVEY CONTROL
 AH9841  ___________________________________________________________________
 AH9841* NAD 83(1986)-  47 14 57.     (N)    095 14 49.     (W)     SCALED    
 AH9841* NAVD 88     -       450.765  (meters)    1478.88   (feet)  ADJUSTED  
 AH9841  ___________________________________________________________________
 AH9841  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AH9841  DYNAMIC HT  -         450.799 (meters)    1479.00  (feet)  COMP
 AH9841  MODELED GRAV-     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
 AH9841.and adjusted by the National Geodetic Survey in June 2004..
 AH9841
 AH9841.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 AH9841_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 AH9838 ***********************************************************************
 AH9838  DESIGNATION -  1505 C
 AH9838  PID         -  AH9838
 AH9838  STATE/COUNTY-  MN/CLEARWATER
 AH9838  USGS QUAD   -  LAKE ITASCA (1972)
 AH9838
 AH9838                         *CURRENT SURVEY CONTROL
 AH9838  ___________________________________________________________________
 AH9838* NAD 83(1986)-  47 14 43.     (N)    095 11 03.     (W)     SCALED    
 AH9838* NAVD 88     -       471.648  (meters)    1547.40   (feet)  ADJUSTED  
 AH9838  ___________________________________________________________________
 AH9838  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AH9838  DYNAMIC HT  -         471.687 (meters)    1547.53  (feet)  COMP
 AH9838  MODELED GRAV-     980,681.4   (mgal)                       NAVD 88
 AH9838
 AH9838  VERT ORDER  -  SECOND    CLASS I
 AH9838
 AH9838.The horizontal coordinates were scaled from a topographic map and have
 AH9838.an estimated accuracy of +/- 6 seconds.
 AH9838
 AH9838.The orthometric height was determined by differential leveling
 AH9838.and adjusted by the National Geodetic Survey in June 2004..
 AH9838
 AH9838.The geoid height was determined by GEOID03.
 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     -   184,980.      642,240.      MT  (+/- 180 meters Scaled)
 AH9838
 AH9838                          SUPERSEDED SURVEY CONTROL
 AH9838
 AH9838.No superseded survey control is available for this station.
 AH9838
 AH9838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN347347(NAD 83)
 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 - 1992
 AH9838_ROD/PIPE-DEPTH:  4.6 meters
 AH9838
 AH9838  HISTORY     - Date     Condition        Report By
 AH9838  HISTORY     - 1992     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9839 ***********************************************************************
 AH9839  DESIGNATION -  1505 D
 AH9839  PID         -  AH9839
 AH9839  STATE/COUNTY-  MN/CLEARWATER
 AH9839  USGS QUAD   -  LAKE ITASCA (1972)
 AH9839
 AH9839                         *CURRENT SURVEY CONTROL
 AH9839  ___________________________________________________________________
 AH9839* NAD 83(1986)-  47 14 51.     (N)    095 11 45.     (W)     SCALED    
 AH9839* NAVD 88     -       464.430  (meters)    1523.72   (feet)  ADJUSTED  
 AH9839  ___________________________________________________________________
 AH9839  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AH9839  DYNAMIC HT  -         464.468 (meters)    1523.84  (feet)  COMP
 AH9839  MODELED GRAV-     980,680.4   (mgal)                       NAVD 88
 AH9839
 AH9839  VERT ORDER  -  SECOND    CLASS I
 AH9839
 AH9839.The horizontal coordinates were scaled from a topographic map and have
 AH9839.an estimated accuracy of +/- 6 seconds.
 AH9839
 AH9839.The orthometric height was determined by differential leveling
 AH9839.and adjusted by the National Geodetic Survey in June 2004..
 AH9839
 AH9839.The geoid height was determined by GEOID03.
 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     -   185,250.      641,360.      MT  (+/- 180 meters Scaled)
 AH9839
 AH9839                          SUPERSEDED SURVEY CONTROL
 AH9839
 AH9839.No superseded survey control is available for this station.
 AH9839
 AH9839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN338350(NAD 83)
 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 - 1992
 AH9839_ROD/PIPE-DEPTH:  4.3 meters
 AH9839
 AH9839  HISTORY     - Date     Condition        Report By
 AH9839  HISTORY     - 1992     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9840 ***********************************************************************
 AH9840  DESIGNATION -  1505 E
 AH9840  PID         -  AH9840
 AH9840  STATE/COUNTY-  MN/CLEARWATER
 AH9840  USGS QUAD   -  LA SALLE LAKE (1972)
 AH9840
 AH9840                         *CURRENT SURVEY CONTROL
 AH9840  ___________________________________________________________________
 AH9840* NAD 83(1986)-  47 15 13.     (N)    095 13 43.     (W)     SCALED    
 AH9840* NAVD 88     -       451.723  (meters)    1482.03   (feet)  ADJUSTED  
 AH9840  ___________________________________________________________________
 AH9840  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AH9840  DYNAMIC HT  -         451.758 (meters)    1482.14  (feet)  COMP
 AH9840  MODELED GRAV-     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
 AH9840.and adjusted by the National Geodetic Survey in June 2004..
 AH9840
 AH9840.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9843 ***********************************************************************
 AH9843  DESIGNATION -  1505 F
 AH9843  PID         -  AH9843
 AH9843  STATE/COUNTY-  MN/CLEARWATER
 AH9843  USGS QUAD   -  HEART LAKE (1981)
 AH9843
 AH9843                         *CURRENT SURVEY CONTROL
 AH9843  ___________________________________________________________________
 AH9843* NAD 83(1986)-  47 15 40.     (N)    095 16 05.     (W)     SCALED    
 AH9843* NAVD 88     -       463.468  (meters)    1520.56   (feet)  ADJUSTED  
 AH9843  ___________________________________________________________________
 AH9843  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AH9843  DYNAMIC HT  -         463.503 (meters)    1520.68  (feet)  COMP
 AH9843  MODELED GRAV-     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
 AH9843.and adjusted by the National Geodetic Survey in June 2004..
 AH9843
 AH9843.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9847 ***********************************************************************
 AH9847  DESIGNATION -  1505 K
 AH9847  PID         -  AH9847
 AH9847  STATE/COUNTY-  MN/CLEARWATER
 AH9847  USGS QUAD   -  HEART LAKE (1981)
 AH9847
 AH9847                         *CURRENT SURVEY CONTROL
 AH9847  ___________________________________________________________________
 AH9847* NAD 83(1986)-  47 17 03.     (N)    095 18 27.     (W)     SCALED    
 AH9847* NAVD 88     -       467.468  (meters)    1533.68   (feet)  ADJUSTED  
 AH9847  ___________________________________________________________________
 AH9847  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AH9847  DYNAMIC HT  -         467.503 (meters)    1533.80  (feet)  COMP
 AH9847  MODELED GRAV-     980,674.1   (mgal)                       NAVD 88
 AH9847
 AH9847  VERT ORDER  -  SECOND    CLASS I
 AH9847
 AH9847.The horizontal coordinates were scaled from a topographic map and have
 AH9847.an estimated accuracy of +/- 6 seconds.
 AH9847
 AH9847.The orthometric height was determined by differential leveling
 AH9847.and adjusted by the National Geodetic Survey in June 2004..
 AH9847
 AH9847.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AH9847;SPC MN N     -   189,560.      633,030.      MT  (+/- 180 meters Scaled)
 AH9847
 AH9847                          SUPERSEDED SURVEY CONTROL
 AH9847
 AH9847.No superseded survey control is available for this station.
 AH9847
 AH9847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN255393(NAD 83)
 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: RECESSED 5 CENTIMETERS
 AH9847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9847+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9847_ROD/PIPE-DEPTH: 16.8 meters
 AH9847
 AH9847  HISTORY     - Date     Condition        Report By
 AH9847  HISTORY     - 1992     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9852 ***********************************************************************
 AH9852  DESIGNATION -  1505 Q
 AH9852  PID         -  AH9852
 AH9852  STATE/COUNTY-  MN/CLEARWATER
 AH9852  USGS QUAD   -  ZERKEL (1981)
 AH9852
 AH9852                         *CURRENT SURVEY CONTROL
 AH9852  ___________________________________________________________________
 AH9852* NAD 83(1986)-  47 18 05.     (N)    095 22 57.     (W)     SCALED    
 AH9852* NAVD 88     -       471.174  (meters)    1545.84   (feet)  ADJUSTED  
 AH9852  ___________________________________________________________________
 AH9852  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AH9852  DYNAMIC HT  -         471.209 (meters)    1545.96  (feet)  COMP
 AH9852  MODELED GRAV-     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
 AH9852.and adjusted by the National Geodetic Survey in June 2004..
 AH9852
 AH9852.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF7278 ***********************************************************************
 DF7278  DESIGNATION -  1507 F
 DF7278  PID         -  DF7278
 DF7278  STATE/COUNTY-  MN/CLEARWATER
 DF7278  USGS QUAD   -  CLEARBROOK (1969)
 DF7278
 DF7278                         *CURRENT SURVEY CONTROL
 DF7278  ___________________________________________________________________
 DF7278* NAD 83(1996)-  47 40 26.08504(N)    095 25 48.06254(W)     ADJUSTED  
 DF7278* NAVD 88     -       423.2    (meters)    1388.     (feet)  GPS OBS   
 DF7278  ___________________________________________________________________
 DF7278  X           -    -407,179.025 (meters)                     COMP
 DF7278  Y           -  -4,283,550.086 (meters)                     COMP
 DF7278  Z           -   4,692,831.831 (meters)                     COMP
 DF7278  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 DF7278  ELLIP HEIGHT-         395.68  (meters)          (08/20/03) GPS OBS
 DF7278  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DF7278
 DF7278  HORZ ORDER  -  FIRST
 DF7278  ELLP ORDER  -  THIRD     CLASS II
 DF7278
 DF7278.The horizontal coordinates were established by GPS observations
 DF7278.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7278
 DF7278.The orthometric height was determined by GPS observations and a
 DF7278.high-resolution geoid model.
 DF7278
 DF7278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7278
 DF7278.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7278
 DF7278.The ellipsoidal height was determined by GPS observations
 DF7278.and is referenced to NAD 83.
 DF7278
 DF7278.The geoid height was determined by GEOID03.
 DF7278
 DF7278;                    North         East     Units Scale Factor Converg.
 DF7278;SPC MN N     -   233,144.053   625,071.530   MT  0.99990677   -1 43 37.4
 DF7278;UTM  15      - 5,282,918.528   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.No superseded survey control is available for this station.
 DF7278
 DF7278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1759782919(NAD 83)
 DF7278_MARKER: DB = BENCH MARK DISK
 DF7278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7278_STAMPING: 1507 F
 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 = OCTOBER  6, 2006
 DF7279 ***********************************************************************
 DF7279  DESIGNATION -  1507 G
 DF7279  PID         -  DF7279
 DF7279  STATE/COUNTY-  MN/CLEARWATER
 DF7279  USGS QUAD   -  CLEARBROOK (1969)
 DF7279
 DF7279                         *CURRENT SURVEY CONTROL
 DF7279  ___________________________________________________________________
 DF7279* NAD 83(1996)-  47 39 34.58385(N)    095 25 33.99247(W)     ADJUSTED  
 DF7279* NAVD 88     -       450.4    (meters)    1478.     (feet)  GPS OBS   
 DF7279  ___________________________________________________________________
 DF7279  X           -    -406,999.757 (meters)                     COMP
 DF7279  Y           -  -4,284,766.743 (meters)                     COMP
 DF7279  Z           -   4,691,780.734 (meters)                     COMP
 DF7279  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 DF7279  ELLIP HEIGHT-         422.92  (meters)          (08/20/03) GPS OBS
 DF7279  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DF7279
 DF7279  HORZ ORDER  -  FIRST
 DF7279  ELLP ORDER  -  THIRD     CLASS II
 DF7279
 DF7279.The horizontal coordinates were established by GPS observations
 DF7279.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7279
 DF7279.The orthometric height was determined by GPS observations and a
 DF7279.high-resolution geoid model.
 DF7279
 DF7279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7279
 DF7279.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7279
 DF7279.The ellipsoidal height was determined by GPS observations
 DF7279.and is referenced to NAD 83.
 DF7279
 DF7279.The geoid height was determined by GEOID03.
 DF7279
 DF7279;                    North         East     Units Scale Factor Converg.
 DF7279;SPC MN N     -   231,545.501   625,317.012   MT  0.99990750   -1 43 27.0
 DF7279;UTM  15      - 5,281,319.515   317,840.873   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.No superseded survey control is available for this station.
 DF7279
 DF7279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1784181320(NAD 83)
 DF7279_MARKER: DB = BENCH MARK DISK
 DF7279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7279_STAMPING: 1507 G 1969
 DF7279_MARK LOGO: MNDT  
 DF7279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7279+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 DF7279
 DF7279  HISTORY     - Date     Condition        Report By
 DF7279  HISTORY     - 1969     MONUMENTED       MNDT
 DF7279  HISTORY     - 20020827 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7280 ***********************************************************************
 DF7280  DESIGNATION -  1507 H
 DF7280  PID         -  DF7280
 DF7280  STATE/COUNTY-  MN/CLEARWATER
 DF7280  USGS QUAD   -  CLEARBROOK (1969)
 DF7280
 DF7280                         *CURRENT SURVEY CONTROL
 DF7280  ___________________________________________________________________
 DF7280* NAD 83(1996)-  47 38 44.53176(N)    095 25 34.39519(W)     ADJUSTED  
 DF7280* NAVD 88     -       437.8    (meters)    1436.     (feet)  GPS OBS   
 DF7280  ___________________________________________________________________
 DF7280  X           -    -407,115.363 (meters)                     COMP
 DF7280  Y           -  -4,285,894.914 (meters)                     COMP
 DF7280  Z           -   4,690,730.028 (meters)                     COMP
 DF7280  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 DF7280  ELLIP HEIGHT-         410.29  (meters)          (08/20/03) GPS OBS
 DF7280  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DF7280
 DF7280  HORZ ORDER  -  FIRST
 DF7280  ELLP ORDER  -  THIRD     CLASS II
 DF7280
 DF7280.The horizontal coordinates were established by GPS observations
 DF7280.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF7280
 DF7280.The ellipsoidal height was determined by GPS observations
 DF7280.and is referenced to NAD 83.
 DF7280
 DF7280.The geoid height was determined by GEOID03.
 DF7280
 DF7280;                    North         East     Units Scale Factor Converg.
 DF7280;SPC MN N     -   230,000.771   625,262.106   MT  0.99990827   -1 43 27.3
 DF7280;UTM  15      - 5,279,774.699   317,784.089   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.No superseded survey control is available for this station.
 DF7280
 DF7280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1778479775(NAD 83)
 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 = OCTOBER  6, 2006
 DF7281 ***********************************************************************
 DF7281  DESIGNATION -  1507 K
 DF7281  PID         -  DF7281
 DF7281  STATE/COUNTY-  MN/CLEARWATER
 DF7281  USGS QUAD   -  BAGLEY (1969)
 DF7281
 DF7281                         *CURRENT SURVEY CONTROL
 DF7281  ___________________________________________________________________
 DF7281* NAD 83(1996)-  47 36 57.92162(N)    095 25 36.42248(W)     ADJUSTED  
 DF7281* NAVD 88     -       461.5    (meters)    1514.     (feet)  GPS OBS   
 DF7281  ___________________________________________________________________
 DF7281  X           -    -407,389.074 (meters)                     COMP
 DF7281  Y           -  -4,288,328.675 (meters)                     COMP
 DF7281  Z           -   4,688,528.508 (meters)                     COMP
 DF7281  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 DF7281  ELLIP HEIGHT-         433.98  (meters)          (08/20/03) GPS OBS
 DF7281  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DF7281
 DF7281  HORZ ORDER  -  FIRST
 DF7281  ELLP ORDER  -  THIRD     CLASS II
 DF7281
 DF7281.The horizontal coordinates were established by GPS observations
 DF7281.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7281
 DF7281.The orthometric height was determined by GPS observations and a
 DF7281.high-resolution geoid model.
 DF7281
 DF7281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7281
 DF7281.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7281
 DF7281.The ellipsoidal height was determined by GPS observations
 DF7281.and is referenced to NAD 83.
 DF7281
 DF7281.The geoid height was determined by GEOID03.
 DF7281
 DF7281;                    North         East     Units Scale Factor Converg.
 DF7281;SPC MN N     -   226,711.265   625,120.732   MT  0.99991011   -1 43 28.8
 DF7281;UTM  15      - 5,276,485.039   317,638.752   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.No superseded survey control is available for this station.
 DF7281
 DF7281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1763976485(NAD 83)
 DF7281_MARKER: DB = BENCH MARK DISK
 DF7281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7281_STAMPING: 1507 K 1969
 DF7281_MARK LOGO: MNDT  
 DF7281_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7281+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 DF7281
 DF7281  HISTORY     - Date     Condition        Report By
 DF7281  HISTORY     - 1969     MONUMENTED       MNDT
 DF7281  HISTORY     - 20020827 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7282 ***********************************************************************
 DF7282  DESIGNATION -  1507 L
 DF7282  PID         -  DF7282
 DF7282  STATE/COUNTY-  MN/CLEARWATER
 DF7282  USGS QUAD   -  BAGLEY (1969)
 DF7282
 DF7282                         *CURRENT SURVEY CONTROL
 DF7282  ___________________________________________________________________
 DF7282* NAD 83(1996)-  47 36 05.48570(N)    095 25 36.09750(W)     ADJUSTED  
 DF7282* NAVD 88     -       480.5    (meters)    1576.     (feet)  GPS OBS   
 DF7282  ___________________________________________________________________
 DF7282  X           -    -407,496.649 (meters)                     COMP
 DF7282  Y           -  -4,289,532.833 (meters)                     COMP
 DF7282  Z           -   4,687,450.651 (meters)                     COMP
 DF7282  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 DF7282  ELLIP HEIGHT-         452.97  (meters)          (08/20/03) GPS OBS
 DF7282  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DF7282
 DF7282  HORZ ORDER  -  FIRST
 DF7282  ELLP ORDER  -  THIRD     CLASS II
 DF7282
 DF7282.The horizontal coordinates were established by GPS observations
 DF7282.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7282
 DF7282.The orthometric height was determined by GPS observations and a
 DF7282.high-resolution geoid model.
 DF7282
 DF7282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7282
 DF7282.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7282
 DF7282.The ellipsoidal height was determined by GPS observations
 DF7282.and is referenced to NAD 83.
 DF7282
 DF7282.The geoid height was determined by GEOID03.
 DF7282
 DF7282;                    North         East     Units Scale Factor Converg.
 DF7282;SPC MN N     -   225,092.504   625,078.782   MT  0.99991111   -1 43 28.5
 DF7282;UTM  15      - 5,274,866.169   317,594.872   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  =   0.99984012
 DF7282!UTM  15      -   0.99992901  x   1.00000888  =   0.99993789
 DF7282
 DF7282:                Primary Azimuth Mark                     Grid Az
 DF7282:SPC MN N     -  HOLST                                    174 19 26.8
 DF7282:UTM  15      -  HOLST                                    174 23 31.4
 DF7282
 DF7282|---------------------------------------------------------------------|
 DF7282| PID    Reference Object                     Distance      Geod. Az  |
 DF7282|                                                           dddmmss.s |
 DF7282| DF7297 HOLST                               442.152 METERS 1723558.3 |
 DF7282|---------------------------------------------------------------------|
 DF7282
 DF7282                          SUPERSEDED SURVEY CONTROL
 DF7282
 DF7282.No superseded survey control is available for this station.
 DF7282
 DF7282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1759574866(NAD 83)
 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 = OCTOBER  6, 2006
 DF7283 ***********************************************************************
 DF7283  DESIGNATION -  1507 M
 DF7283  PID         -  DF7283
 DF7283  STATE/COUNTY-  MN/CLEARWATER
 DF7283  USGS QUAD   -  BAGLEY (1969)
 DF7283
 DF7283                         *CURRENT SURVEY CONTROL
 DF7283  ___________________________________________________________________
 DF7283* NAD 83(1996)-  47 35 14.52653(N)    095 25 00.70693(W)     ADJUSTED  
 DF7283* NAVD 88     -       474.0    (meters)    1555.     (feet)  GPS OBS   
 DF7283  ___________________________________________________________________
 DF7283  X           -    -406,869.948 (meters)                     COMP
 DF7283  Y           -  -4,290,755.298 (meters)                     COMP
 DF7283  Z           -   4,686,384.417 (meters)                     COMP
 DF7283  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 DF7283  ELLIP HEIGHT-         446.45  (meters)          (08/20/03) GPS OBS
 DF7283  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DF7283
 DF7283  HORZ ORDER  -  FIRST
 DF7283  ELLP ORDER  -  THIRD     CLASS II
 DF7283
 DF7283.The horizontal coordinates were established by GPS observations
 DF7283.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7283
 DF7283.The orthometric height was determined by GPS observations and a
 DF7283.high-resolution geoid model.
 DF7283
 DF7283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7283
 DF7283.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7283
 DF7283.The ellipsoidal height was determined by GPS observations
 DF7283.and is referenced to NAD 83.
 DF7283
 DF7283.The geoid height was determined by GEOID03.
 DF7283
 DF7283;                    North         East     Units Scale Factor Converg.
 DF7283;SPC MN N     -   223,497.327   625,770.474   MT  0.99991214   -1 43 02.3
 DF7283;UTM  15      - 5,273,270.023   318,284.743   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  =   0.99984217
 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.No superseded survey control is available for this station.
 DF7283
 DF7283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1828573270(NAD 83)
 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 = OCTOBER  6, 2006
 DF7284 ***********************************************************************
 DF7284  DESIGNATION -  1507 N
 DF7284  PID         -  DF7284
 DF7284  STATE/COUNTY-  MN/CLEARWATER
 DF7284  USGS QUAD   -  BAGLEY (1969)
 DF7284
 DF7284                         *CURRENT SURVEY CONTROL
 DF7284  ___________________________________________________________________
 DF7284* NAD 83(1996)-  47 34 21.29725(N)    095 24 59.27014(W)     ADJUSTED  
 DF7284* NAVD 88     -       473.7    (meters)    1554.     (feet)  GPS OBS   
 DF7284  ___________________________________________________________________
 DF7284  X           -    -406,954.605 (meters)                     COMP
 DF7284  Y           -  -4,291,966.190 (meters)                     COMP
 DF7284  Z           -   4,685,275.203 (meters)                     COMP
 DF7284  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 DF7284  ELLIP HEIGHT-         446.17  (meters)          (08/20/03) GPS OBS
 DF7284  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DF7284
 DF7284  HORZ ORDER  -  FIRST
 DF7284  ELLP ORDER  -  THIRD     CLASS II
 DF7284
 DF7284.The horizontal coordinates were established by GPS observations
 DF7284.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7284
 DF7284.The orthometric height was determined by GPS observations and a
 DF7284.high-resolution geoid model.
 DF7284
 DF7284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7284
 DF7284.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7284
 DF7284.The ellipsoidal height was determined by GPS observations
 DF7284.and is referenced to NAD 83.
 DF7284
 DF7284.The geoid height was determined by GEOID03.
 DF7284
 DF7284;                    North         East     Units Scale Factor Converg.
 DF7284;SPC MN N     -   221,853.380   625,751.226   MT  0.99991329   -1 43 01.2
 DF7284;UTM  15      - 5,271,625.946   318,263.560   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.No superseded survey control is available for this station.
 DF7284
 DF7284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1826471626(NAD 83)
 DF7284_MARKER: DB = BENCH MARK DISK
 DF7284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7284_STAMPING: 1507 N 1969
 DF7284_MARK LOGO: MNDT  
 DF7284_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7284+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 DF7284
 DF7284  HISTORY     - Date     Condition        Report By
 DF7284  HISTORY     - 1969     MONUMENTED       MNDT
 DF7284  HISTORY     - 20020827 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7285 ***********************************************************************
 DF7285  DESIGNATION -  1507 Q
 DF7285  PID         -  DF7285
 DF7285  STATE/COUNTY-  MN/CLEARWATER
 DF7285  USGS QUAD   -  BAGLEY (1969)
 DF7285
 DF7285                         *CURRENT SURVEY CONTROL
 DF7285  ___________________________________________________________________
 DF7285* NAD 83(1996)-  47 32 50.90308(N)    095 24 56.71087(W)     ADJUSTED  
 DF7285* NAVD 88     -       461.6    (meters)    1514.     (feet)  GPS OBS   
 DF7285  ___________________________________________________________________
 DF7285  X           -    -407,095.045 (meters)                     COMP
 DF7285  Y           -  -4,294,014.307 (meters)                     COMP
 DF7285  Z           -   4,683,382.251 (meters)                     COMP
 DF7285  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 DF7285  ELLIP HEIGHT-         434.08  (meters)          (08/20/03) GPS OBS
 DF7285  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DF7285
 DF7285  HORZ ORDER  -  FIRST
 DF7285  ELLP ORDER  -  THIRD     CLASS II
 DF7285
 DF7285.The horizontal coordinates were established by GPS observations
 DF7285.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7285
 DF7285.The orthometric height was determined by GPS observations and a
 DF7285.high-resolution geoid model.
 DF7285
 DF7285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7285
 DF7285.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7285
 DF7285.The ellipsoidal height was determined by GPS observations
 DF7285.and is referenced to NAD 83.
 DF7285
 DF7285.The geoid height was determined by GEOID03.
 DF7285
 DF7285;                    North         East     Units Scale Factor Converg.
 DF7285;SPC MN N     -   219,061.552   625,721.071   MT  0.99991538   -1 42 59.3
 DF7285;UTM  15      - 5,268,833.900   318,230.147   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.No superseded survey control is available for this station.
 DF7285
 DF7285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1823068834(NAD 83)
 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 = OCTOBER  6, 2006
 SJ0335 ***********************************************************************
 SJ0335  DESIGNATION -  152.64
 SJ0335  PID         -  SJ0335
 SJ0335  STATE/COUNTY-  MN/ST LOUIS
 SJ0335  USGS QUAD   -  EVELETH (1983)
 SJ0335
 SJ0335                         *CURRENT SURVEY CONTROL
 SJ0335  ___________________________________________________________________
 SJ0335* NAD 83(1986)-  47 27 43.     (N)    092 32 27.     (W)     SCALED    
 SJ0335* NAVD 88     -       487.978  (meters)    1600.97   (feet)  ADJUSTED  
 SJ0335  ___________________________________________________________________
 SJ0335  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 SJ0335  DYNAMIC HT  -         488.024 (meters)    1601.13  (feet)  COMP
 SJ0335  MODELED GRAV-     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
 SJ0335.and adjusted by the National Geodetic Survey in June 1991..
 SJ0335
 SJ0335.The geoid height was determined by GEOID03.
 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_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             NGS
 SJ0335  HISTORY     - 1948     POOR             NGS
 SJ0335
 SJ0335                          STATION DESCRIPTION
 SJ0335
 SJ0335'DESCRIBED BY NATIONAL 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 NATIONAL GEODETIC SURVEY 1948
 SJ0335'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0310 ***********************************************************************
 QP0310  DESIGNATION -  156 ES
 QP0310  PID         -  QP0310
 QP0310  STATE/COUNTY-  MN/MEEKER
 QP0310  USGS QUAD   -  DASSEL (1982)
 QP0310
 QP0310                         *CURRENT SURVEY CONTROL
 QP0310  ___________________________________________________________________
 QP0310* NAD 83(1996)-  45 02 45.79428(N)    094 20 48.65159(W)     ADJUSTED  
 QP0310* NAVD 88     -       332.894  (meters)    1092.17   (feet)  ADJUSTED  
 QP0310  ___________________________________________________________________
 QP0310  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 QP0310  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 QP0310  DYNAMIC HT  -         332.872 (meters)    1092.10  (feet)  COMP
 QP0310  MODELED GRAV-     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
 QP0310.and adjusted by the National Geodetic Survey in June 1995..
 QP0310
 QP0310.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP0310
 QP0310.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP0310;SPC MN S     -   327,402.640   772,675.055   MT  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     -   0.99995205  x   0.99996719  =   0.99991925
 QP0310!UTM  15      -   0.99995205  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: 15TUK9393388949(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5916 ***********************************************************************
 DF5916  DESIGNATION -  16
 DF5916  PID         -  DF5916
 DF5916  STATE/COUNTY-  MN/PINE
 DF5916  USGS QUAD   -  BEROUN (1983)
 DF5916
 DF5916                         *CURRENT SURVEY CONTROL
 DF5916  ___________________________________________________________________
 DF5916* NAD 83(1996)-  45 54 12.87035(N)    092 54 11.53560(W)     ADJUSTED  
 DF5916* NAVD 88     -       296.2    (meters)     972.     (feet)  GPS OBS   
 DF5916  ___________________________________________________________________
 DF5916  X           -    -225,195.205 (meters)                     COMP
 DF5916  Y           -  -4,440,503.969 (meters)                     COMP
 DF5916  Z           -   4,557,989.022 (meters)                     COMP
 DF5916  LAPLACE CORR-           9.83  (seconds)                    DEFLEC99
 DF5916  ELLIP HEIGHT-         268.85  (meters)          (05/27/03) GPS OBS
 DF5916  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DF5916
 DF5916  HORZ ORDER  -  FIRST
 DF5916  ELLP ORDER  -  THIRD     CLASS I
 DF5916
 DF5916.The horizontal coordinates were established by GPS observations
 DF5916.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5916
 DF5916.The orthometric height was determined by GPS observations and a
 DF5916.high-resolution geoid model.
 DF5916
 DF5916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5916
 DF5916.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5916
 DF5916.The ellipsoidal height was determined by GPS observations
 DF5916.and is referenced to NAD 83.
 DF5916
 DF5916.The geoid height was determined by GEOID03.
 DF5916
 DF5916;                    North         East     Units Scale Factor Converg.
 DF5916;SPC MN C     -   201,317.364   904,498.070   MT  0.99995019   +0 58 27.3
 DF5916;UTM  15      - 5,083,338.669   507,508.121   MT  0.99960069   +0 04 10.3
 DF5916
 DF5916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5916!SPC MN C     -   0.99995785  x   0.99995019  =   0.99990805
 DF5916!UTM  15      -   0.99995785  x   0.99960069  =   0.99955856
 DF5916
 DF5916                          SUPERSEDED SURVEY CONTROL
 DF5916
 DF5916.No superseded survey control is available for this station.
 DF5916
 DF5916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0750883339(NAD 83)
 DF5916_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5916_STAMPING: NO 16
 DF5916_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5916+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5916
 DF5916  HISTORY     - Date     Condition        Report By
 DF5916  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8705 ***********************************************************************
 DF8705  DESIGNATION -  16
 DF8705  PID         -  DF8705
 DF8705  STATE/COUNTY-  MN/KANABEC
 DF8705  USGS QUAD   -  MORA SOUTH (1980)
 DF8705
 DF8705                         *CURRENT SURVEY CONTROL
 DF8705  ___________________________________________________________________
 DF8705* NAD 83(1996)-  45 51 13.90456(N)    093 19 54.52743(W)     ADJUSTED  
 DF8705* NAVD 88     -       303.1    (meters)     994.     (feet)  GPS OBS   
 DF8705  ___________________________________________________________________
 DF8705  X           -    -258,637.190 (meters)                     COMP
 DF8705  Y           -  -4,442,659.702 (meters)                     COMP
 DF8705  Z           -   4,554,146.765 (meters)                     COMP
 DF8705  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 DF8705  ELLIP HEIGHT-         275.34  (meters)          (10/22/03) GPS OBS
 DF8705  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DF8705
 DF8705  HORZ ORDER  -  FIRST
 DF8705  ELLP ORDER  -  THIRD     CLASS II
 DF8705
 DF8705.The horizontal coordinates were established by GPS observations
 DF8705.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8705
 DF8705.The orthometric height was determined by GPS observations and a
 DF8705.high-resolution geoid model.
 DF8705
 DF8705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8705
 DF8705.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8705
 DF8705.The ellipsoidal height was determined by GPS observations
 DF8705.and is referenced to NAD 83.
 DF8705
 DF8705.The geoid height was determined by GEOID03.
 DF8705
 DF8705;                    North         East     Units Scale Factor Converg.
 DF8705;SPC MN C     -   195,316.969   871,308.136   MT  0.99995705   +0 39 51.1
 DF8705;UTM  15      - 5,077,864.334   474,239.386   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  =   0.99956501
 DF8705
 DF8705                          SUPERSEDED SURVEY CONTROL
 DF8705
 DF8705.No superseded survey control is available for this station.
 DF8705
 DF8705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7423977864(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8705+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 DF8705
 DF8705  HISTORY     - Date     Condition        Report By
 DF8705  HISTORY     - 2001     MONUMENTED       MN-065
 DF8705  HISTORY     - 20050430 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0308 ***********************************************************************
 ON0308  DESIGNATION -  16 1 CHISELED SQUARE
 ON0308  PID         -  ON0308
 ON0308  STATE/COUNTY-  MN/HOUSTON
 ON0308  USGS QUAD   -  LA CRESCENT (1991)
 ON0308
 ON0308                         *CURRENT SURVEY CONTROL
 ON0308  ___________________________________________________________________
 ON0308* NAD 83(1986)-  43 47 53.     (N)    091 18 02.     (W)     SCALED    
 ON0308* NAVD 88     -       196.243  (meters)     643.84   (feet)  ADJUSTED  
 ON0308  ___________________________________________________________________
 ON0308  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 ON0308  DYNAMIC HT  -         196.209 (meters)     643.73  (feet)  COMP
 ON0308  MODELED GRAV-     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
 ON0308.and adjusted by the National Geodetic Survey in June 1991..
 ON0308
 ON0308.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1471 ***********************************************************************
 QP1471  DESIGNATION -  16 10
 QP1471  PID         -  QP1471
 QP1471  STATE/COUNTY-  MN/KANDIYOHI
 QP1471  USGS QUAD   -  WILLMAR (1994)
 QP1471
 QP1471                         *CURRENT SURVEY CONTROL
 QP1471  ___________________________________________________________________
 QP1471* NAD 83(1996)-  45 06 38.91712(N)    095 04 37.48351(W)     ADJUSTED  
 QP1471* NAVD 88     -       344.35   (+/-2cm)    1129.8    (feet)  VERTCON   
 QP1471  ___________________________________________________________________
 QP1471  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 QP1471  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 QP1471
 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.The vertical order pertains to the NGVD 29 superseded value.
 QP1471
 QP1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1471
 QP1471.The geoid height was determined by GEOID03.
 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;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  =   0.99987846
 QP1471
 QP1471:                Primary Azimuth Mark                     Grid Az
 QP1471:SPC MN S     -  WILLMAR VO TECH WATER TANK               003 56 11.0
 QP1471:UTM  15      -  WILLMAR VO TECH WATER TANK               004 39 12.0
 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                                 449.597 METERS 0360658.0 |
 QP1471| QP1468 WILLMAR WATER TANK                  APPROX. 2.1 KM 0560119.0 |
 QP1471| QP1458 WILLMAR NEW MUNICIPAL TANK          APPROX. 1.9 KM 0893525.2 |
 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: 15TUK3661097359(NAD 83)
 QP1471_MARKER: DB = BENCH MARK DISK
 QP1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 QP0689 ***********************************************************************
 QP0689  DESIGNATION -  16 4
 QP0689  PID         -  QP0689
 QP0689  STATE/COUNTY-  MN/KANDIYOHI
 QP0689  USGS QUAD   -  WILLMAR (1994)
 QP0689
 QP0689                         *CURRENT SURVEY CONTROL
 QP0689  ___________________________________________________________________
 QP0689* NAD 83(1986)-  45 07 22.     (N)    095 04 14.     (W)     SCALED    
 QP0689* NAVD 88     -       345.926  (meters)    1134.93   (feet)  ADJUSTED  
 QP0689  ___________________________________________________________________
 QP0689  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 QP0689  DYNAMIC HT  -         345.902 (meters)    1134.85  (feet)  COMP
 QP0689  MODELED GRAV-     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
 QP0689.and adjusted by the National Geodetic Survey in June 1991..
 QP0689
 QP0689.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 SK0698 ***********************************************************************
 SK0698  DESIGNATION -  16 CER
 SK0698  PID         -  SK0698
 SK0698  STATE/COUNTY-  MN/CLEARWATER
 SK0698  USGS QUAD   -  CLEARBROOK (1969)
 SK0698
 SK0698                         *CURRENT SURVEY CONTROL
 SK0698  ___________________________________________________________________
 SK0698* NAD 83(1996)-  47 43 46.04264(N)    095 29 43.20220(W)     ADJUSTED  
 SK0698* NAVD 88     -       391.640  (meters)    1284.91   (feet)  ADJUSTED  
 SK0698  ___________________________________________________________________
 SK0698  X           -    -411,622.469 (meters)                     COMP
 SK0698  Y           -  -4,278,514.936 (meters)                     COMP
 SK0698  Z           -   4,696,964.892 (meters)                     COMP
 SK0698  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 SK0698  ELLIP HEIGHT-         364.16  (meters)          (08/20/03) GPS OBS
 SK0698  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 SK0698  DYNAMIC HT  -         391.698 (meters)    1285.10  (feet)  COMP
 SK0698  MODELED GRAV-     980,747.5   (mgal)                       NAVD 88
 SK0698
 SK0698  HORZ ORDER  -  FIRST
 SK0698  VERT ORDER  -  SECOND    CLASS 0
 SK0698  ELLP ORDER  -  THIRD     CLASS II
 SK0698
 SK0698.The horizontal coordinates were established by GPS observations
 SK0698.and adjusted by the MN DEPT OF TRANSP in August 2003..
 SK0698
 SK0698.The orthometric height was determined by differential leveling
 SK0698.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 SK0698
 SK0698.The ellipsoidal height was determined by GPS observations
 SK0698.and is referenced to NAD 83.
 SK0698
 SK0698.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0698;SPC MN N     -   239,465.996   620,360.688   MT  0.99990452   -1 46 31.7
 SK0698;UTM  15      - 5,289,247.006   312,893.749   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  =   0.99997314
 SK0698
 SK0698:                Primary Azimuth Mark                     Grid Az
 SK0698:SPC MN N     -  GONVICK                                  054 40 49.7
 SK0698:UTM  15      -  GONVICK                                  054 45 07.3
 SK0698
 SK0698|---------------------------------------------------------------------|
 SK0698| PID    Reference Object                     Distance      Geod. Az  |
 SK0698|                                                           dddmmss.s |
 SK0698| DF7295 GONVICK                             439.797 METERS 0525418.0 |
 SK0698|---------------------------------------------------------------------|
 SK0698
 SK0698                          SUPERSEDED SURVEY CONTROL
 SK0698
 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: 15TUN1289489247(NAD 83)
 SK0698_MARKER: DD = SURVEY DISK
 SK0698_SETTING: 50 = ALUMINUM ALLOY 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 = OCTOBER  6, 2006
 SK0700 ***********************************************************************
 SK0700  DESIGNATION -  16 CER A TBM
 SK0700  PID         -  SK0700
 SK0700  STATE/COUNTY-  MN/CLEARWATER
 SK0700  USGS QUAD   -  GONVICK (1969)
 SK0700
 SK0700                         *CURRENT SURVEY CONTROL
 SK0700  ___________________________________________________________________
 SK0700* NAD 83(1986)-  47 44 30.     (N)    095 30 56.     (W)     SCALED    
 SK0700* NAVD 88     -       387.596  (meters)    1271.64   (feet)  ADJUSTED  
 SK0700  ___________________________________________________________________
 SK0700  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 SK0700  DYNAMIC HT  -         387.654 (meters)    1271.83  (feet)  COMP
 SK0700  MODELED GRAV-     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
 SK0700.and adjusted by the National Geodetic Survey in June 1991..
 SK0700
 SK0700.The geoid height was determined by GEOID03.
 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_MARKER: N = NAIL
 SK0700_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0700_SP_SET: CENTERLINE OF HWY.
 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 = OCTOBER  6, 2006
 SK0699 ***********************************************************************
 SK0699  DESIGNATION -  16 CER RM
 SK0699  PID         -  SK0699
 SK0699  STATE/COUNTY-  MN/CLEARWATER
 SK0699  USGS QUAD   -  CLEARBROOK (1969)
 SK0699
 SK0699                         *CURRENT SURVEY CONTROL
 SK0699  ___________________________________________________________________
 SK0699* NAD 83(1986)-  47 43 48.     (N)    095 29 50.     (W)     SCALED    
 SK0699* NAVD 88     -       391.229  (meters)    1283.56   (feet)  ADJUSTED  
 SK0699  ___________________________________________________________________
 SK0699  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 SK0699  DYNAMIC HT  -         391.287 (meters)    1283.75  (feet)  COMP
 SK0699  MODELED GRAV-     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
 SK0699.and adjusted by the National Geodetic Survey in June 1991..
 SK0699
 SK0699.The geoid height was determined by GEOID03.
 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_MARKER: Q = CHISELED SQUARE
 SK0699_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SK0699_SP_SET: ON TOP OF CONCRETE CULVERT
 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 = OCTOBER  6, 2006
 SK0649 ***********************************************************************
 SK0649  DESIGNATION -  16 CLC
 SK0649  PID         -  SK0649
 SK0649  STATE/COUNTY-  MN/POLK
 SK0649  USGS QUAD   -  OKLEE SW (1971)
 SK0649
 SK0649                         *CURRENT SURVEY CONTROL
 SK0649  ___________________________________________________________________
 SK0649* NAD 83(1986)-  47 45 34.     (N)    095 52 48.     (W)     SCALED    
 SK0649* NAVD 88     -       359.601  (meters)    1179.79   (feet)  ADJUSTED  
 SK0649  ___________________________________________________________________
 SK0649  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 SK0649  DYNAMIC HT  -         359.659 (meters)    1179.98  (feet)  COMP
 SK0649  MODELED GRAV-     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
 SK0649.and adjusted by the National Geodetic Survey in June 1991..
 SK0649
 SK0649.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0651 ***********************************************************************
 SK0651  DESIGNATION -  16 CLC A TBM
 SK0651  PID         -  SK0651
 SK0651  STATE/COUNTY-  MN/RED LAKE
 SK0651  USGS QUAD   -  OKLEE SW (1971)
 SK0651
 SK0651                         *CURRENT SURVEY CONTROL
 SK0651  ___________________________________________________________________
 SK0651* NAD 83(1986)-  47 46 30.     (N)    095 52 46.     (W)     SCALED    
 SK0651* NAVD 88     -       359.445  (meters)    1179.28   (feet)  ADJUSTED  
 SK0651  ___________________________________________________________________
 SK0651  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 SK0651  DYNAMIC HT  -         359.505 (meters)    1179.48  (feet)  COMP
 SK0651  MODELED GRAV-     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
 SK0651.and adjusted by the National Geodetic Survey in June 1991..
 SK0651
 SK0651.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0650 ***********************************************************************
 SK0650  DESIGNATION -  16 CLC RM
 SK0650  PID         -  SK0650
 SK0650  STATE/COUNTY-  MN/RED LAKE
 SK0650  USGS QUAD   -  OKLEE SW (1971)
 SK0650
 SK0650                         *CURRENT SURVEY CONTROL
 SK0650  ___________________________________________________________________
 SK0650* NAD 83(1986)-  47 45 41.     (N)    095 52 49.     (W)     SCALED    
 SK0650* NAVD 88     -       359.581  (meters)    1179.73   (feet)  ADJUSTED  
 SK0650  ___________________________________________________________________
 SK0650  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 SK0650  DYNAMIC HT  -         359.640 (meters)    1179.92  (feet)  COMP
 SK0650  MODELED GRAV-     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
 SK0650.and adjusted by the National Geodetic Survey in June 1991..
 SK0650
 SK0650.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO0915 ***********************************************************************
 QO0915  DESIGNATION -  16 DAW
 QO0915  PID         -  QO0915
 QO0915  STATE/COUNTY-  MN/SHERBURNE
 QO0915  USGS QUAD   -  MONTICELLO (1991)
 QO0915
 QO0915                         *CURRENT SURVEY CONTROL
 QO0915  ___________________________________________________________________
 QO0915* NAD 83(1986)-  45 21 01.     (N)    093 52 15.     (W)     SCALED    
 QO0915* NAVD 88     -       289.246  (meters)     948.97   (feet)  ADJUSTED  
 QO0915  ___________________________________________________________________
 QO0915  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 QO0915  DYNAMIC HT  -         289.230 (meters)     948.92  (feet)  COMP
 QO0915  MODELED GRAV-     980,553.2   (mgal)                       NAVD 88
 QO0915
 QO0915  VERT ORDER  -  FIRST     CLASS I
 QO0915
 QO0915.The horizontal coordinates were scaled from a topographic map and have
 QO0915.an estimated accuracy of +/- 6 seconds.
 QO0915
 QO0915.The orthometric height was determined by differential leveling
 QO0915.and adjusted by the National Geodetic Survey in June 1991..
 QO0915
 QO0915.The geoid height was determined by GEOID03.
 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     -   361,160.      810,120.      MT  (+/- 180 meters Scaled)
 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: 15TVL317222(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1363 ***********************************************************************
 PQ1363  DESIGNATION -  16 DWB
 PQ1363  PID         -  PQ1363
 PQ1363  STATE/COUNTY-  MN/MURRAY
 PQ1363  USGS QUAD   -  TRACY WEST (1980)
 PQ1363
 PQ1363                         *CURRENT SURVEY CONTROL
 PQ1363  ___________________________________________________________________
 PQ1363* NAD 83(1986)-  44 09 09.     (N)    095 44 34.     (W)     SCALED    
 PQ1363* NAVD 88     -       471.099  (meters)    1545.60   (feet)  ADJUSTED  
 PQ1363  ___________________________________________________________________
 PQ1363  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 PQ1363  DYNAMIC HT  -         471.002 (meters)    1545.28  (feet)  COMP
 PQ1363  MODELED GRAV-     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
 PQ1363.and adjusted by the National Geodetic Survey in June 1995..
 PQ1363
 PQ1363.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG8469 ***********************************************************************
 DG8469  DESIGNATION -  16 DWE
 DG8469  PID         -  DG8469
 DG8469  STATE/COUNTY-  MN/NORMAN
 DG8469  USGS QUAD   -  WAUKON (1965)
 DG8469
 DG8469                         *CURRENT SURVEY CONTROL
 DG8469  ___________________________________________________________________
 DG8469* NAD 83(1996)-  47 15 09.87049(N)    096 14 43.24258(W)     ADJUSTED  
 DG8469* NAVD 88     -       337.3    (meters)    1107.     (feet)  GPS OBS   
 DG8469  ___________________________________________________________________
 DG8469  X           -    -471,838.738 (meters)                     COMP
 DG8469  Y           -  -4,311,565.492 (meters)                     COMP
 DG8469  Z           -   4,661,110.350 (meters)                     COMP
 DG8469  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 DG8469  ELLIP HEIGHT-         310.56  (meters)          (11/24/04) GPS OBS
 DG8469  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DG8469
 DG8469  HORZ ORDER  -  FIRST
 DG8469  ELLP ORDER  -  THIRD     CLASS II
 DG8469
 DG8469.The horizontal coordinates were established by GPS observations
 DG8469.and adjusted by the MN DEPT OF TRANSP in November 2004..
 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 DEFLEC99 derived deflections.
 DG8469
 DG8469.The ellipsoidal height was determined by GPS observations
 DG8469.and is referenced to NAD 83.
 DG8469
 DG8469.The geoid height was determined by GEOID03.
 DG8469
 DG8469;                    North         East     Units Scale Factor Converg.
 DG8469;SPC MN N     -   188,528.341   561,984.663   MT  0.99995417   -2 19 53.0
 DG8469;UTM  14      - 5,236,931.786   708,428.382   MT  1.00013393   +2 01 25.0
 DG8469
 DG8469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8469!SPC MN N     -   0.99995132  x   0.99995417  =   0.99990550
 DG8469!UTM  14      -   0.99995132  x   1.00013393  =   1.00008525
 DG8469
 DG8469                          SUPERSEDED SURVEY CONTROL
 DG8469
 DG8469.No superseded survey control is available for this station.
 DG8469
 DG8469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0842836932(NAD 83)
 DG8469_MARKER: Z = SEE DESCRIPTION
 DG8469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 DH3108 ***********************************************************************
 DH3108  DESIGNATION -  16 KED
 DH3108  PID         -  DH3108
 DH3108  STATE/COUNTY-  MN/WASECA
 DH3108  USGS QUAD   -  WALDORF (1967)
 DH3108
 DH3108                         *CURRENT SURVEY CONTROL
 DH3108  ___________________________________________________________________
 DH3108* NAD 83(1996)-  43 56 06.70456(N)    093 37 41.29864(W)     ADJUSTED  
 DH3108* NAVD 88     -       341.3    (meters)    1120.     (feet)  GPS OBS   
 DH3108  ___________________________________________________________________
 DH3108  X           -    -291,135.311 (meters)                     COMP
 DH3108  Y           -  -4,591,479.350 (meters)                     COMP
 DH3108  Z           -   4,403,125.853 (meters)                     COMP
 DH3108  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 DH3108  ELLIP HEIGHT-         312.29  (meters)          (04/27/05) GPS OBS
 DH3108  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH3108
 DH3108  HORZ ORDER  -  FIRST
 DH3108  ELLP ORDER  -  FOURTH    CLASS I
 DH3108
 DH3108.The horizontal coordinates were established by GPS observations
 DH3108.and adjusted by the MN DEPT OF TRANSP in April 2005..
 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 DEFLEC99 derived deflections.
 DH3108
 DH3108.The ellipsoidal height was determined by GPS observations
 DH3108.and is referenced to NAD 83.
 DH3108
 DH3108.The geoid height was determined by GEOID03.
 DH3108
 DH3108;                    North         East     Units Scale Factor Converg.
 DH3108;SPC MN S     -   203,979.678   829,857.057   MT  0.99997056   +0 15 38.3
 DH3108;UTM  15      - 4,864,866.962   449,584.732   MT  0.99963126   -0 26 09.0
 DH3108
 DH3108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3108!SPC MN S     -   0.99995103  x   0.99997056  =   0.99992159
 DH3108!UTM  15      -   0.99995103  x   0.99963126  =   0.99958231
 DH3108
 DH3108                          SUPERSEDED SURVEY CONTROL
 DH3108
 DH3108.No superseded survey control is available for this station.
 DH3108
 DH3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4958564867(NAD 83)
 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 = OCTOBER  6, 2006
 AE8057 ***********************************************************************
 AE8057  DESIGNATION -  16 LMT
 AE8057  PID         -  AE8057
 AE8057  STATE/COUNTY-  MN/FILLMORE
 AE8057  USGS QUAD   -  CHERRY GROVE (1965)
 AE8057
 AE8057                         *CURRENT SURVEY CONTROL
 AE8057  ___________________________________________________________________
 AE8057* NAD 83(1986)-  43 30 03.     (N)    092 22 04.     (W)     SCALED    
 AE8057* NAVD 88     -       373.450  (meters)    1225.23   (feet)  ADJUSTED  
 AE8057  ___________________________________________________________________
 AE8057  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 AE8057  DYNAMIC HT  -         373.355 (meters)    1224.92  (feet)  COMP
 AE8057  MODELED GRAV-     980,356.3   (mgal)                       NAVD 88
 AE8057
 AE8057  VERT ORDER  -  SECOND    CLASS I
 AE8057
 AE8057.The horizontal coordinates were scaled from a topographic map and have
 AE8057.an estimated accuracy of +/- 6 seconds.
 AE8057
 AE8057.The orthometric height was determined by differential leveling
 AE8057.and adjusted by the National Geodetic Survey in November 1998..
 AE8057
 AE8057.The geoid height was determined by GEOID03.
 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     -   156,970.      932,010.      MT  (+/- 180 meters Scaled)
 AE8057
 AE8057                          SUPERSEDED SURVEY CONTROL
 AE8057
 AE8057.No superseded survey control is available for this station.
 AE8057
 AE8057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ511166(NAD 83)
 AE8057_MARKER: DB = BENCH MARK DISK
 AE8057_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE8057_STAMPING: 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 = OCTOBER  6, 2006
 PP2067 ***********************************************************************
 PP2067  DESIGNATION -  16 RLG
 PP2067  PID         -  PP2067
 PP2067  STATE/COUNTY-  MN/BLUE EARTH
 PP2067  USGS QUAD   -  MANKATO EAST (1993)
 PP2067
 PP2067                         *CURRENT SURVEY CONTROL
 PP2067  ___________________________________________________________________
 PP2067* NAD 83(1996)-  44 08 16.06114(N)    093 52 49.52218(W)     ADJUSTED  
 PP2067* NAVD 88     -       294.351  (meters)     965.72   (feet)  ADJUSTED  
 PP2067  ___________________________________________________________________
 PP2067  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 PP2067  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 PP2067  DYNAMIC HT  -         294.299 (meters)     965.55  (feet)  COMP
 PP2067  MODELED GRAV-     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
 PP2067.and adjusted by the National Geodetic Survey in June 1991..
 PP2067
 PP2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2067
 PP2067.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP2067;SPC MN S     -   226,429.137   809,568.047   MT  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     -   0.99995832  x   0.99994207  =   0.99990039
 PP2067!UTM  15      -   0.99995832  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_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 = OCTOBER  6, 2006
 PQ1102 ***********************************************************************
 PQ1102  DESIGNATION -  16 T
 PQ1102  PID         -  PQ1102
 PQ1102  STATE/COUNTY-  MN/LYON
 PQ1102  USGS QUAD   -  LYND (1963)
 PQ1102
 PQ1102                         *CURRENT SURVEY CONTROL
 PQ1102  ___________________________________________________________________
 PQ1102* NAD 83(1996)-  44 29 51.35458(N)    095 55 05.74622(W)     ADJUSTED  
 PQ1102* NAVD 88     -       361.00   (+/-2cm)    1184.4    (feet)  VERTCON   
 PQ1102  ___________________________________________________________________
 PQ1102  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 PQ1102  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 PQ1102
 PQ1102  HORZ ORDER  -  THIRD
 PQ1102  VERT ORDER  -  THIRD ? (See Below)
 PQ1102
 PQ1102.The horizontal coordinates were established by classical geodetic methods
 PQ1102.and adjusted by the National Geodetic Survey in March 1999..
 PQ1102
 PQ1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1102.The vertical order pertains to the NGVD 29 superseded value.
 PQ1102
 PQ1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1102
 PQ1102.The geoid height was determined by GEOID03.
 PQ1102
 PQ1102;                    North         East     Units Scale Factor Converg.
 PQ1102;SPC MN S     -   268,190.026   647,461.030   MT  0.99992204   -1 20 40.4
 PQ1102;UTM  15      - 4,931,285.344   267,993.252   MT  1.00026200   -2 02 46.5
 PQ1102;UTM  14      - 4,931,762.735   745,003.453   MT  1.00033826   +2 09 39.6
 PQ1102
 PQ1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1102!SPC MN S     -   0.99994759  x   0.99992204  =   0.99986964
 PQ1102!UTM  15      -   0.99994759  x   1.00026200  =   1.00020958
 PQ1102!UTM  14      -   0.99994759  x   1.00033826  =   1.00028583
 PQ1102
 PQ1102                          SUPERSEDED SURVEY CONTROL
 PQ1102
 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_MARKER: DB = BENCH MARK DISK
 PQ1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1102_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1102+STABILITY: SURFACE MOTION
 PQ1102
 PQ1102  HISTORY     - Date     Condition        Report By
 PQ1102  HISTORY     - 1960     MONUMENTED       USGS
 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---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1476 ***********************************************************************
 PQ1476  DESIGNATION -  1602
 PQ1476  PID         -  PQ1476
 PQ1476  STATE/COUNTY-  MN/MEEKER
 PQ1476  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1476
 PQ1476                         *CURRENT SURVEY CONTROL
 PQ1476  ___________________________________________________________________
 PQ1476* NAD 83(1986)-  44 57 56.     (N)    094 31 22.     (W)     SCALED    
 PQ1476* NAVD 88     -       338.255  (meters)    1109.76   (feet)  ADJUSTED  
 PQ1476  ___________________________________________________________________
 PQ1476  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 PQ1476  DYNAMIC HT  -         338.230 (meters)    1109.68  (feet)  COMP
 PQ1476  MODELED GRAV-     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
 PQ1476.and adjusted by the National Geodetic Survey in June 1995..
 PQ1476
 PQ1476.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE8407 ***********************************************************************
 DE8407  DESIGNATION -  1604 A
 DE8407  PID         -  DE8407
 DE8407  STATE/COUNTY-  MN/COOK
 DE8407  USGS QUAD   -  MINERAL CENTER (1986)
 DE8407
 DE8407                         *CURRENT SURVEY CONTROL
 DE8407  ___________________________________________________________________
 DE8407* NAD 83(1986)-  47 53 00.     (N)    089 50 14.     (W)     SCALED    
 DE8407* NAVD 88     -       214.803  (meters)     704.73   (feet)  ADJUSTED  
 DE8407  ___________________________________________________________________
 DE8407  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 DE8407  DYNAMIC HT  -         214.847 (meters)     704.88  (feet)  COMP
 DE8407  MODELED GRAV-     980,811.0   (mgal)                       NAVD 88
 DE8407
 DE8407  VERT ORDER  -  SECOND    CLASS I
 DE8407
 DE8407.The horizontal coordinates were scaled from a topographic map and have
 DE8407.an estimated accuracy of +/- 6 seconds.
 DE8407
 DE8407.The orthometric height was determined by differential leveling
 DE8407.and adjusted by the National Geodetic Survey in August 2004..
 DE8407
 DE8407.The geoid height was determined by GEOID03.
 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     -   258,940.    1,043,940.      MT  (+/- 180 meters Scaled)
 DE8407
 DE8407                          SUPERSEDED SURVEY CONTROL
 DE8407
 DE8407.No superseded survey control is available for this station.
 DE8407
 DE8407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU878072(NAD 83)
 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 = OCTOBER  6, 2006
 DE5686 ***********************************************************************
 DE5686  DESIGNATION -  1604 B
 DE5686  PID         -  DE5686
 DE5686  STATE/COUNTY-  MN/COOK
 DE5686  USGS QUAD   -  MINERAL CENTER (1986)
 DE5686
 DE5686                         *CURRENT SURVEY CONTROL
 DE5686  ___________________________________________________________________
 DE5686* NAD 83(1996)-  47 53 18.23911(N)    089 48 59.48237(W)     ADJUSTED  
 DE5686* NAVD 88     -       203.942  (meters)     669.10   (feet)  ADJUSTED  
 DE5686  ___________________________________________________________________
 DE5686  X           -      13,721.892 (meters)                     COMP
 DE5686  Y           -  -4,285,023.818 (meters)                     COMP
 DE5686  Z           -   4,708,691.041 (meters)                     COMP
 DE5686  LAPLACE CORR-         -14.64  (seconds)                    DEFLEC99
 DE5686  ELLIP HEIGHT-         170.87  (meters)          (06/25/02) GPS OBS
 DE5686  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 DE5686  DYNAMIC HT  -         203.984 (meters)     669.24  (feet)  COMP
 DE5686  MODELED GRAV-     980,809.6   (mgal)                       NAVD 88
 DE5686
 DE5686  HORZ ORDER  -  FIRST
 DE5686  VERT ORDER  -  SECOND    CLASS I
 DE5686  ELLP ORDER  -  FOURTH    CLASS I
 DE5686
 DE5686.The horizontal coordinates were established by GPS observations
 DE5686.and adjusted by the MN DEPT OF TRANSP in June 2002..
 DE5686
 DE5686.The orthometric height was determined by differential leveling
 DE5686.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE5686
 DE5686.The ellipsoidal height was determined by GPS observations
 DE5686.and is referenced to NAD 83.
 DE5686
 DE5686.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE5686;SPC MN N     -   259,567.199 1,045,461.047   MT  0.99990324   +2 26 01.6
 DE5686;UTM  16      - 5,307,736.884   289,455.783   MT  1.00014474   -2 05 24.6
 DE5686
 DE5686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5686!SPC MN N     -   0.99997322  x   0.99990324  =   0.99987646
 DE5686!UTM  16      -   0.99997322  x   1.00014474  =   1.00011796
 DE5686
 DE5686                          SUPERSEDED SURVEY CONTROL
 DE5686
 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: 16TBU8945607737(NAD 83)
 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 = OCTOBER  6, 2006
 DE5687 ***********************************************************************
 DE5687  DESIGNATION -  1604 C
 DE5687  PID         -  DE5687
 DE5687  STATE/COUNTY-  MN/COOK
 DE5687  USGS QUAD   -  MINERAL CENTER (1986)
 DE5687
 DE5687                         *CURRENT SURVEY CONTROL
 DE5687  ___________________________________________________________________
 DE5687* NAD 83(1996)-  47 53 31.61897(N)    089 47 50.46430(W)     ADJUSTED  
 DE5687* NAVD 88     -       191.378  (meters)     627.88   (feet)  ADJUSTED  
 DE5687  ___________________________________________________________________
 DE5687  X           -      15,154.585 (meters)                     COMP
 DE5687  Y           -  -4,284,703.914 (meters)                     COMP
 DE5687  Z           -   4,708,958.751 (meters)                     COMP
 DE5687  LAPLACE CORR-         -14.95  (seconds)                    DEFLEC99
 DE5687  ELLIP HEIGHT-         158.20  (meters)          (06/25/02) GPS OBS
 DE5687  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 DE5687  DYNAMIC HT  -         191.417 (meters)     628.01  (feet)  COMP
 DE5687  MODELED GRAV-     980,809.3   (mgal)                       NAVD 88
 DE5687
 DE5687  HORZ ORDER  -  FIRST
 DE5687  VERT ORDER  -  SECOND    CLASS I
 DE5687  ELLP ORDER  -  FOURTH    CLASS I
 DE5687
 DE5687.The horizontal coordinates were established by GPS observations
 DE5687.and adjusted by the MN DEPT OF TRANSP in June 2002..
 DE5687
 DE5687.The orthometric height was determined by differential leveling
 DE5687.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE5687
 DE5687.The ellipsoidal height was determined by GPS observations
 DE5687.and is referenced to NAD 83.
 DE5687
 DE5687.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE5687;SPC MN N     -   260,041.083 1,046,875.736   MT  0.99990330   +2 26 52.8
 DE5687;UTM  16      - 5,308,097.792   290,903.786   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  =   1.00011247
 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  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: 16TBU9090408098(NAD 83)
 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 = OCTOBER  6, 2006
 DE5688 ***********************************************************************
 DE5688  DESIGNATION -  1604 D
 DE5688  PID         -  DE5688
 DE5688  STATE/COUNTY-  MN/COOK
 DE5688  USGS QUAD   -  MINERAL CENTER (1986)
 DE5688
 DE5688                         *CURRENT SURVEY CONTROL
 DE5688  ___________________________________________________________________
 DE5688* NAD 83(1996)-  47 54 25.13207(N)    089 45 33.12623(W)     ADJUSTED  
 DE5688* NAVD 88     -       185.732  (meters)     609.36   (feet)  ADJUSTED  
 DE5688  ___________________________________________________________________
 DE5688  X           -      18,002.311 (meters)                     COMP
 DE5688  Y           -  -4,283,462.627 (meters)                     COMP
 DE5688  Z           -   4,710,062.535 (meters)                     COMP
 DE5688  LAPLACE CORR-         -14.12  (seconds)                    DEFLEC99
 DE5688  ELLIP HEIGHT-         152.37  (meters)          (06/25/02) GPS OBS
 DE5688  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DE5688  DYNAMIC HT  -         185.769 (meters)     609.48  (feet)  COMP
 DE5688  MODELED GRAV-     980,810.0   (mgal)                       NAVD 88
 DE5688
 DE5688  HORZ ORDER  -  FIRST
 DE5688  VERT ORDER  -  SECOND    CLASS I
 DE5688  ELLP ORDER  -  FOURTH    CLASS I
 DE5688
 DE5688.The horizontal coordinates were established by GPS observations
 DE5688.and adjusted by the MN DEPT OF TRANSP in June 2002..
 DE5688
 DE5688.The orthometric height was determined by differential leveling
 DE5688.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE5688
 DE5688.The ellipsoidal height was determined by GPS observations
 DE5688.and is referenced to NAD 83.
 DE5688
 DE5688.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE5688;SPC MN N     -   261,814.711 1,049,654.271   MT  0.99990359   +2 28 34.6
 DE5688;UTM  16      - 5,309,647.070   293,814.228   MT  1.00012242   -2 02 53.5
 DE5688
 DE5688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5688!SPC MN N     -   0.99997612  x   0.99990359  =   0.99987971
 DE5688!UTM  16      -   0.99997612  x   1.00012242  =   1.00009854
 DE5688
 DE5688                          SUPERSEDED SURVEY CONTROL
 DE5688
 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_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 = OCTOBER  6, 2006
 DE5689 ***********************************************************************
 DE5689  DESIGNATION -  1604 E
 DE5689  PID         -  DE5689
 DE5689  STATE/COUNTY-  MN/COOK
 DE5689  USGS QUAD   -  GRAND PORTAGE (1976)
 DE5689
 DE5689                         *CURRENT SURVEY CONTROL
 DE5689  ___________________________________________________________________
 DE5689* NAD 83(1996)-  47 55 02.61816(N)    089 44 34.86191(W)     ADJUSTED  
 DE5689* NAVD 88     -       194.267  (meters)     637.36   (feet)  ADJUSTED  
 DE5689  ___________________________________________________________________
 DE5689  X           -      19,208.446 (meters)                     COMP
 DE5689  Y           -  -4,282,603.815 (meters)                     COMP
 DE5689  Z           -   4,710,844.859 (meters)                     COMP
 DE5689  LAPLACE CORR-         -14.02  (seconds)                    DEFLEC99
 DE5689  ELLIP HEIGHT-         160.83  (meters)          (06/25/02) GPS OBS
 DE5689  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DE5689  DYNAMIC HT  -         194.306 (meters)     637.49  (feet)  COMP
 DE5689  MODELED GRAV-     980,812.2   (mgal)                       NAVD 88
 DE5689
 DE5689  HORZ ORDER  -  FIRST
 DE5689  VERT ORDER  -  SECOND    CLASS I
 DE5689  ELLP ORDER  -  FOURTH    CLASS I
 DE5689
 DE5689.The horizontal coordinates were established by GPS observations
 DE5689.and adjusted by the MN DEPT OF TRANSP in June 2002..
 DE5689
 DE5689.The orthometric height was determined by differential leveling
 DE5689.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE5689
 DE5689.The ellipsoidal height was determined by GPS observations
 DE5689.and is referenced to NAD 83.
 DE5689
 DE5689.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE5689;SPC MN N     -   263,023.691 1,050,812.706   MT  0.99990384   +2 29 17.7
 DE5689;UTM  16      - 5,310,761.136   295,064.695   MT  1.00011610   -2 02 11.5
 DE5689
 DE5689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5689!SPC MN N     -   0.99997479  x   0.99990384  =   0.99987864
 DE5689!UTM  16      -   0.99997479  x   1.00011610  =   1.00009089
 DE5689
 DE5689                          SUPERSEDED SURVEY CONTROL
 DE5689
 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: 16TBU9506510761(NAD 83)
 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 = OCTOBER  6, 2006
 DE8408 ***********************************************************************
 DE8408  DESIGNATION -  1604 F
 DE8408  PID         -  DE8408
 DE8408  STATE/COUNTY-  MN/COOK
 DE8408  USGS QUAD   -  GRAND PORTAGE (1976)
 DE8408
 DE8408                         *CURRENT SURVEY CONTROL
 DE8408  ___________________________________________________________________
 DE8408* NAD 83(1986)-  47 55 36.     (N)    089 43 42.     (W)     SCALED    
 DE8408* NAVD 88     -       191.972  (meters)     629.83   (feet)  ADJUSTED  
 DE8408  ___________________________________________________________________
 DE8408  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 DE8408  DYNAMIC HT  -         192.012 (meters)     629.96  (feet)  COMP
 DE8408  MODELED GRAV-     980,815.4   (mgal)                       NAVD 88
 DE8408
 DE8408  VERT ORDER  -  SECOND    CLASS I
 DE8408
 DE8408.The horizontal coordinates were scaled from a topographic map and have
 DE8408.an estimated accuracy of +/- 6 seconds.
 DE8408
 DE8408.The orthometric height was determined by differential leveling
 DE8408.and adjusted by the National Geodetic Survey in August 2004..
 DE8408
 DE8408.The geoid height was determined by GEOID03.
 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     -   264,100.    1,051,860.      MT  (+/- 180 meters Scaled)
 DE8408
 DE8408                          SUPERSEDED SURVEY CONTROL
 DE8408
 DE8408.No superseded survey control is available for this station.
 DE8408
 DE8408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU961117(NAD 83)
 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 = OCTOBER  6, 2006
 DE5690 ***********************************************************************
 DE5690  DESIGNATION -  1604 G
 DE5690  PID         -  DE5690
 DE5690  STATE/COUNTY-  MN/COOK
 DE5690  USGS QUAD   -  GRAND PORTAGE (1976)
 DE5690
 DE5690                         *CURRENT SURVEY CONTROL
 DE5690  ___________________________________________________________________
 DE5690* NAD 83(1996)-  47 56 15.12427(N)    089 42 32.35232(W)     ADJUSTED  
 DE5690* NAVD 88     -       189.514  (meters)     621.76   (feet)  ADJUSTED  
 DE5690  ___________________________________________________________________
 DE5690  X           -      21,743.607 (meters)                     COMP
 DE5690  Y           -  -4,280,926.034 (meters)                     COMP
 DE5690  Z           -   4,712,341.815 (meters)                     COMP
 DE5690  LAPLACE CORR-         -13.87  (seconds)                    DEFLEC99
 DE5690  ELLIP HEIGHT-         155.92  (meters)          (06/25/02) GPS OBS
 DE5690  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DE5690  DYNAMIC HT  -         189.555 (meters)     621.90  (feet)  COMP
 DE5690  MODELED GRAV-     980,820.7   (mgal)                       NAVD 88
 DE5690
 DE5690  HORZ ORDER  -  FIRST
 DE5690  VERT ORDER  -  SECOND    CLASS I
 DE5690  ELLP ORDER  -  FOURTH    CLASS I
 DE5690
 DE5690.The horizontal coordinates were established by GPS observations
 DE5690.and adjusted by the MN DEPT OF TRANSP in June 2002..
 DE5690
 DE5690.The orthometric height was determined by differential leveling
 DE5690.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE5690
 DE5690.The ellipsoidal height was determined by GPS observations
 DE5690.and is referenced to NAD 83.
 DE5690
 DE5690.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE5690;SPC MN N     -   265,371.710 1,053,255.425   MT  0.99990440   +2 30 48.5
 DE5690;UTM  16      - 5,312,909.558   297,685.586   MT  1.00010298   -2 00 42.7
 DE5690
 DE5690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5690!SPC MN N     -   0.99997556  x   0.99990440  =   0.99987997
 DE5690!UTM  16      -   0.99997556  x   1.00010298  =   1.00007854
 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  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: 16TBU9768612910(NAD 83)
 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 = OCTOBER  6, 2006
 DE5691 ***********************************************************************
 DE5691  DESIGNATION -  1604 H
 DE5691  PID         -  DE5691
 DE5691  STATE/COUNTY-  MN/COOK
 DE5691  USGS QUAD   -  GRAND PORTAGE (1976)
 DE5691
 DE5691                         *CURRENT SURVEY CONTROL
 DE5691  ___________________________________________________________________
 DE5691* NAD 83(1996)-  47 56 42.07320(N)    089 42 00.32698(W)     ADJUSTED  
 DE5691* NAVD 88     -       213.404  (meters)     700.14   (feet)  ADJUSTED  
 DE5691  ___________________________________________________________________
 DE5691  X           -      22,405.125 (meters)                     COMP
 DE5691  Y           -  -4,280,320.589 (meters)                     COMP
 DE5691  Z           -   4,712,917.109 (meters)                     COMP
 DE5691  LAPLACE CORR-         -13.73  (seconds)                    DEFLEC99
 DE5691  ELLIP HEIGHT-         179.76  (meters)          (06/25/02) GPS OBS
 DE5691  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 DE5691  DYNAMIC HT  -         213.450 (meters)     700.29  (feet)  COMP
 DE5691  MODELED GRAV-     980,821.8   (mgal)                       NAVD 88
 DE5691
 DE5691  HORZ ORDER  -  FIRST
 DE5691  VERT ORDER  -  SECOND    CLASS I
 DE5691  ELLP ORDER  -  FOURTH    CLASS I
 DE5691
 DE5691.The horizontal coordinates were established by GPS observations
 DE5691.and adjusted by the MN DEPT OF TRANSP in June 2002..
 DE5691
 DE5691.The orthometric height was determined by differential leveling
 DE5691.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE5691
 DE5691.The ellipsoidal height was determined by GPS observations
 DE5691.and is referenced to NAD 83.
 DE5691
 DE5691.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE5691;SPC MN N     -   266,232.351 1,053,882.789   MT  0.99990464   +2 31 12.3
 DE5691;UTM  16      - 5,313,718.175   298,379.037   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  =   0.99987647
 DE5691!UTM  16      -   0.99997183  x   1.00009954  =   1.00007136
 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  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_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 = OCTOBER  6, 2006
 DE5692 ***********************************************************************
 DE5692  DESIGNATION -  1604 J
 DE5692  PID         -  DE5692
 DE5692  STATE/COUNTY-  MN/COOK
 DE5692  USGS QUAD   -  GRAND PORTAGE (1976)
 DE5692
 DE5692                         *CURRENT SURVEY CONTROL
 DE5692  ___________________________________________________________________
 DE5692* NAD 83(1996)-  47 57 43.98746(N)    089 41 39.90304(W)     ADJUSTED  
 DE5692* NAVD 88     -       230.188  (meters)     755.21   (feet)  ADJUSTED  
 DE5692  ___________________________________________________________________
 DE5692  X           -      22,821.440 (meters)                     COMP
 DE5692  Y           -  -4,278,909.467 (meters)                     COMP
 DE5692  Z           -   4,714,210.286 (meters)                     COMP
 DE5692  LAPLACE CORR-         -13.48  (seconds)                    DEFLEC99
 DE5692  ELLIP HEIGHT-         196.49  (meters)          (06/25/02) GPS OBS
 DE5692  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 DE5692  DYNAMIC HT  -         230.237 (meters)     755.37  (feet)  COMP
 DE5692  MODELED GRAV-     980,818.2   (mgal)                       NAVD 88
 DE5692
 DE5692  HORZ ORDER  -  FIRST
 DE5692  VERT ORDER  -  SECOND    CLASS I
 DE5692  ELLP ORDER  -  FOURTH    CLASS I
 DE5692
 DE5692.The horizontal coordinates were established by GPS observations
 DE5692.and adjusted by the MN DEPT OF TRANSP in June 2002..
 DE5692
 DE5692.The orthometric height was determined by differential leveling
 DE5692.and adjusted by the National Geodetic Survey in August 2004..
 DE5692
 DE5692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5692
 DE5692.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5692
 DE5692.The ellipsoidal height was determined by GPS observations
 DE5692.and is referenced to NAD 83.
 DE5692
 DE5692.The geoid height was determined by GEOID03.
 DE5692
 DE5692.The dynamic height is computed by dividing the NAVD 88
 DE5692.geopotential number by the normal gravity value computed on the
 DE5692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5692.degrees latitude (g = 980.6199 gals.).
 DE5692
 DE5692.The modeled gravity was interpolated from observed gravity values.
 DE5692
 DE5692;                    North         East     Units Scale Factor Converg.
 DE5692;SPC MN N     -   268,161.243 1,054,221.947   MT  0.99990526   +2 31 27.4
 DE5692;UTM  16      - 5,315,614.657   298,869.439   MT  1.00009711   -2 00 06.6
 DE5692
 DE5692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5692!SPC MN N     -   0.99996920  x   0.99990526  =   0.99987447
 DE5692!UTM  16      -   0.99996920  x   1.00009711  =   1.00006631
 DE5692
 DE5692:                Primary Azimuth Mark                     Grid Az
 DE5692:SPC MN N     -  1604 K                                   005 20 13.2
 DE5692:UTM  16      -  1604 K                                   009 51 47.2
 DE5692
 DE5692|---------------------------------------------------------------------|
 DE5692| PID    Reference Object                     Distance      Geod. Az  |
 DE5692|                                                           dddmmss.s |
 DE5692| DE5693 1604 K                              APPROX. 1.1 KM 0075140.6 |
 DE5692|---------------------------------------------------------------------|
 DE5692
 DE5692                          SUPERSEDED SURVEY CONTROL
 DE5692
 DE5692  NAVD 88 (06/25/02)  230.19   (m)          755.2    (f) LEVELING    3  
 DE5692
 DE5692.Superseded values are not recommended for survey control.
 DE5692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5692.See file dsdata.txt to determine how the superseded data were derived.
 DE5692
 DE5692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9886915615(NAD 83)
 DE5692_MARKER: DD = SURVEY DISK
 DE5692_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE5692+WITH SETTING: INFORMATION.
 DE5692_STAMPING: 1604 J 1997
 DE5692_MARK LOGO: MNDT  
 DE5692_PROJECTION: RECESSED 3 CENTIMETERS
 DE5692_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5692+STABILITY: SURFACE MOTION
 DE5692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5692+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 DE5692_ROD/PIPE-DEPTH:  2.4 meters
 DE5692
 DE5692  HISTORY     - Date     Condition        Report By
 DE5692  HISTORY     - 1997     MONUMENTED       MNDT
 DE5692  HISTORY     - 19970813 GOOD             MNDT
 DE5692
 DE5692                          STATION DESCRIPTION
 DE5692
 DE5692'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE5692'IN GRAND PORTAGE, 0.75 MI (1.21 KM) SOUTH ALONG TH 61 FROM JCT OF TH
 DE5692'61 AND CO RD 73 (STORE
 DE5692'ROAD) IN GRAND PORTAGE, AT TH 61 MP 144.65, 49.3 FT (15.0 M) WSW OF TH
 DE5692'61, 139.4 FT (42.5 M) NW
 DE5692'OF P-POLE, 14.2 FT (4.3 M) SSW OF EXTENDED CL OF STEVENS RD, 63.0 FT
 DE5692'(19.2 M) SOUTH OF END
 DE5692'GUARD RAIL POST, AND 3.2 FT (1.0 M) ENE OF WIT POST, STA RECESSED 0.1
 DE5692'FT (3.0 CM) BELOW
 DE5692'GROUND.  8 FOOT METAL PIPIE IS DRIVEN TO REFUSAL.
 DE5692'
 DE5692
 DE5692                          STATION RECOVERY (1997)
 DE5692
 DE5692'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 DE5692'THE MARK IS IN GRAND PORTAGE, 0.75 MI (1.21 KM) SOUTH ALONG TH 61 FROM
 DE5692'JCT OF TH 61 AND CO RD 73 (STORE ROAD) IN GRAND PORTAGE, AT TH 61 MP
 DE5692'144.65, 49.3 FT (15.0 M) WSW OF TH 61, 139.4 FT (42.5 M) NW OF P-POLE,
 DE5692'14.2 FT (4.3 M) SSW OF EXTENDED CL OF STEVENS RD, 63.0 FT (19.2 M)
 DE5692'SOUTH OF END GUARD RAIL POST, AND 3.2 FT (1.0 M) ENE OF WIT POST, STA
 DE5692'RECESSED 0.1 FT (3.0 CM) BELOW GROUND.  DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5693 ***********************************************************************
 DE5693  DESIGNATION -  1604 K
 DE5693  PID         -  DE5693
 DE5693  STATE/COUNTY-  MN/COOK
 DE5693  USGS QUAD   -  GRAND PORTAGE (1976)
 DE5693
 DE5693                         *CURRENT SURVEY CONTROL
 DE5693  ___________________________________________________________________
 DE5693* NAD 83(1996)-  47 58 20.08570(N)    089 41 32.48071(W)     ADJUSTED  
 DE5693* NAVD 88     -       234.143  (meters)     768.18   (feet)  ADJUSTED  
 DE5693  ___________________________________________________________________
 DE5693  X           -      22,970.982 (meters)                     COMP
 DE5693  Y           -  -4,278,083.125 (meters)                     COMP
 DE5693  Z           -   4,714,959.729 (meters)                     COMP
 DE5693  LAPLACE CORR-         -12.99  (seconds)                    DEFLEC99
 DE5693  ELLIP HEIGHT-         200.41  (meters)          (06/25/02) GPS OBS
 DE5693  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 DE5693  DYNAMIC HT  -         234.192 (meters)     768.34  (feet)  COMP
 DE5693  MODELED GRAV-     980,815.8   (mgal)                       NAVD 88
 DE5693
 DE5693  HORZ ORDER  -  FIRST
 DE5693  VERT ORDER  -  SECOND    CLASS I
 DE5693  ELLP ORDER  -  FOURTH    CLASS I
 DE5693
 DE5693.The horizontal coordinates were established by GPS observations
 DE5693.and adjusted by the MN DEPT OF TRANSP in June 2002..
 DE5693
 DE5693.The orthometric height was determined by differential leveling
 DE5693.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE5693
 DE5693.The ellipsoidal height was determined by GPS observations
 DE5693.and is referenced to NAD 83.
 DE5693
 DE5693.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE5693;SPC MN N     -   269,281.769 1,054,326.624   MT  0.99990566   +2 31 32.9
 DE5693;UTM  16      - 5,316,723.639   299,062.254   MT  1.00009615   -2 00 02.2
 DE5693
 DE5693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5693!SPC MN N     -   0.99996859  x   0.99990566  =   0.99987425
 DE5693!UTM  16      -   0.99996859  x   1.00009615  =   1.00006474
 DE5693
 DE5693:                Primary Azimuth Mark                     Grid Az
 DE5693:SPC MN N     -  1604 L                                   058 33 39.2
 DE5693:UTM  16      -  1604 L                                   063 05 14.3
 DE5693
 DE5693|---------------------------------------------------------------------|
 DE5693| PID    Reference Object                     Distance      Geod. Az  |
 DE5693|                                                           dddmmss.s |
 DE5693| DE5694 1604 L                              APPROX. 1.1 KM 0610512.1 |
 DE5693| DE5692 1604 J                              APPROX. 1.1 KM 1875146.1 |
 DE5693|---------------------------------------------------------------------|
 DE5693
 DE5693                          SUPERSEDED SURVEY CONTROL
 DE5693
 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: 16TBU9906216724(NAD 83)
 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 = OCTOBER  6, 2006
 DE5694 ***********************************************************************
 DE5694  DESIGNATION -  1604 L
 DE5694  PID         -  DE5694
 DE5694  STATE/COUNTY-  MN/COOK
 DE5694  USGS QUAD   -  GRAND PORTAGE (1976)
 DE5694
 DE5694                         *CURRENT SURVEY CONTROL
 DE5694  ___________________________________________________________________
 DE5694* NAD 83(1996)-  47 58 36.96000(N)    089 40 46.97410(W)     ADJUSTED  
 DE5694* NAVD 88     -       283.105  (meters)     928.82   (feet)  ADJUSTED  
 DE5694  ___________________________________________________________________
 DE5694  X           -      23,912.840 (meters)                     COMP
 DE5694  Y           -  -4,277,723.524 (meters)                     COMP
 DE5694  Z           -   4,715,344.977 (meters)                     COMP
 DE5694  LAPLACE CORR-         -11.98  (seconds)                    DEFLEC99
 DE5694  ELLIP HEIGHT-         249.31  (meters)          (06/25/02) GPS OBS
 DE5694  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DE5694  DYNAMIC HT  -         283.166 (meters)     929.02  (feet)  COMP
 DE5694  MODELED GRAV-     980,816.1   (mgal)                       NAVD 88
 DE5694
 DE5694  HORZ ORDER  -  FIRST
 DE5694  VERT ORDER  -  SECOND    CLASS I
 DE5694  ELLP ORDER  -  FOURTH    CLASS I
 DE5694
 DE5694.The horizontal coordinates were established by GPS observations
 DE5694.and adjusted by the MN DEPT OF TRANSP in June 2002..
 DE5694
 DE5694.The orthometric height was determined by differential leveling
 DE5694.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE5694
 DE5694.The ellipsoidal height was determined by GPS observations
 DE5694.and is referenced to NAD 83.
 DE5694
 DE5694.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE5694;SPC MN N     -   269,844.057 1,055,246.388   MT  0.99990586   +2 32 06.7
 DE5694;UTM  16      - 5,317,211.678   300,023.706   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  =   0.99986679
 DE5694!UTM  16      -   0.99996093  x   1.00009141  =   1.00005233
 DE5694
 DE5694:                Primary Azimuth Mark                     Grid Az
 DE5694:SPC MN N     -  1604 M                                   062 40 38.8
 DE5694:UTM  16      -  1604 M                                   067 12 14.4
 DE5694
 DE5694|---------------------------------------------------------------------|
 DE5694| PID    Reference Object                     Distance      Geod. Az  |
 DE5694|                                                           dddmmss.s |
 DE5694| DE5695 1604 M                              APPROX. 0.7 KM 0651245.5 |
 DE5694|---------------------------------------------------------------------|
 DE5694
 DE5694                          SUPERSEDED SURVEY CONTROL
 DE5694
 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: 16TCU0002417212(NAD 83)
 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 = OCTOBER  6, 2006
 DE5695 ***********************************************************************
 DE5695  DESIGNATION -  1604 M
 DE5695  PID         -  DE5695
 DE5695  STATE/COUNTY-  MN/COOK
 DE5695  USGS QUAD   -  GRAND PORTAGE (1976)
 DE5695
 DE5695                         *CURRENT SURVEY CONTROL
 DE5695  ___________________________________________________________________
 DE5695* NAD 83(1996)-  47 58 46.52286(N)    089 40 16.12829(W)     ADJUSTED  
 DE5695* NAVD 88     -       315.634  (meters)    1035.54   (feet)  ADJUSTED  
 DE5695  ___________________________________________________________________
 DE5695  X           -      24,551.417 (meters)                     COMP
 DE5695  Y           -  -4,277,522.237 (meters)                     COMP
 DE5695  Z           -   4,715,566.853 (meters)                     COMP
 DE5695  LAPLACE CORR-         -11.80  (seconds)                    DEFLEC99
 DE5695  ELLIP HEIGHT-         281.82  (meters)          (06/25/02) GPS OBS
 DE5695  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 DE5695  DYNAMIC HT  -         315.701 (meters)    1035.76  (feet)  COMP
 DE5695  MODELED GRAV-     980,815.5   (mgal)                       NAVD 88
 DE5695
 DE5695  HORZ ORDER  -  FIRST
 DE5695  VERT ORDER  -  SECOND    CLASS I
 DE5695  ELLP ORDER  -  FOURTH    CLASS I
 DE5695
 DE5695.The horizontal coordinates were established by GPS observations
 DE5695.and adjusted by the MN DEPT OF TRANSP in June 2002..
 DE5695
 DE5695.The orthometric height was determined by differential leveling
 DE5695.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE5695
 DE5695.The ellipsoidal height was determined by GPS observations
 DE5695.and is referenced to NAD 83.
 DE5695
 DE5695.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE5695;SPC MN N     -   270,167.427 1,055,872.300   MT  0.99990598   +2 32 29.5
 DE5695;UTM  16      - 5,317,484.691   300,673.306   MT  1.00008823   -1 59 06.2
 DE5695
 DE5695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5695!SPC MN N     -   0.99995583  x   0.99990598  =   0.99986182
 DE5695!UTM  16      -   0.99995583  x   1.00008823  =   1.00004406
 DE5695
 DE5695:                Primary Azimuth Mark                     Grid Az
 DE5695:SPC MN N     -  1604 L                                   242 40 38.9
 DE5695:UTM  16      -  1604 L                                   247 12 14.6
 DE5695
 DE5695|---------------------------------------------------------------------|
 DE5695| PID    Reference Object                     Distance      Geod. Az  |
 DE5695|                                                           dddmmss.s |
 DE5695| DE5694 1604 L                              APPROX. 0.7 KM 2451308.4 |
 DE5695|---------------------------------------------------------------------|
 DE5695
 DE5695                          SUPERSEDED SURVEY CONTROL
 DE5695
 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: 16TCU0067317485(NAD 83)
 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 = OCTOBER  6, 2006
 DE8409 ***********************************************************************
 DE8409  DESIGNATION -  1604 N
 DE8409  PID         -  DE8409
 DE8409  STATE/COUNTY-  MN/COOK
 DE8409  USGS QUAD   -  GRAND PORTAGE (1976)
 DE8409
 DE8409                         *CURRENT SURVEY CONTROL
 DE8409  ___________________________________________________________________
 DE8409* NAD 83(1986)-  47 59 00.     (N)    089 39 47.     (W)     SCALED    
 DE8409* NAVD 88     -       342.590  (meters)    1123.98   (feet)  ADJUSTED  
 DE8409  ___________________________________________________________________
 DE8409  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 DE8409  DYNAMIC HT  -         342.663 (meters)    1124.22  (feet)  COMP
 DE8409  MODELED GRAV-     980,814.0   (mgal)                       NAVD 88
 DE8409
 DE8409  VERT ORDER  -  SECOND    CLASS I
 DE8409
 DE8409.The horizontal coordinates were scaled from a topographic map and have
 DE8409.an estimated accuracy of +/- 6 seconds.
 DE8409
 DE8409.The orthometric height was determined by differential leveling
 DE8409.and adjusted by the National Geodetic Survey in August 2004..
 DE8409
 DE8409.The geoid height was determined by GEOID03.
 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     -   270,610.    1,056,460.      MT  (+/- 180 meters Scaled)
 DE8409
 DE8409                          SUPERSEDED SURVEY CONTROL
 DE8409
 DE8409.No superseded survey control is available for this station.
 DE8409
 DE8409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU012178(NAD 83)
 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 = OCTOBER  6, 2006
 DE5696 ***********************************************************************
 DE5696  DESIGNATION -  1604 Q
 DE5696  PID         -  DE5696
 DE5696  STATE/COUNTY-  MN/COOK
 DE5696  USGS QUAD   -  GRAND PORTAGE (1976)
 DE5696
 DE5696                         *CURRENT SURVEY CONTROL
 DE5696  ___________________________________________________________________
 DE5696* NAD 83(1996)-  47 59 30.75867(N)    089 38 23.00723(W)     ADJUSTED  
 DE5696* NAVD 88     -       266.339  (meters)     873.81   (feet)  ADJUSTED  
 DE5696  ___________________________________________________________________
 DE5696  X           -      26,890.727 (meters)                     COMP
 DE5696  Y           -  -4,276,459.887 (meters)                     COMP
 DE5696  Z           -   4,716,444.603 (meters)                     COMP
 DE5696  LAPLACE CORR-         -11.71  (seconds)                    DEFLEC99
 DE5696  ELLIP HEIGHT-         232.35  (meters)          (06/25/02) GPS OBS
 DE5696  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 DE5696  DYNAMIC HT  -         266.394 (meters)     873.99  (feet)  COMP
 DE5696  MODELED GRAV-     980,811.1   (mgal)                       NAVD 88
 DE5696
 DE5696  HORZ ORDER  -  FIRST
 DE5696  VERT ORDER  -  SECOND    CLASS I
 DE5696  ELLP ORDER  -  FOURTH    CLASS I
 DE5696
 DE5696.The horizontal coordinates were established by GPS observations
 DE5696.and adjusted by the MN DEPT OF TRANSP in June 2002..
 DE5696
 DE5696.The orthometric height was determined by differential leveling
 DE5696.and adjusted by the National Geodetic Survey in August 2004..
 DE5696
 DE5696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5696
 DE5696.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5696
 DE5696.The ellipsoidal height was determined by GPS observations
 DE5696.and is referenced to NAD 83.
 DE5696
 DE5696.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE5696;SPC MN N     -   271,636.692 1,058,154.458   MT  0.99990654   +2 33 53.4
 DE5696;UTM  16      - 5,318,769.481   303,064.727   MT  1.00007658   -1 57 43.5
 DE5696
 DE5696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5696!SPC MN N     -   0.99996358  x   0.99990654  =   0.99987013
 DE5696!UTM  16      -   0.99996358  x   1.00007658  =   1.00004016
 DE5696
 DE5696                          SUPERSEDED SURVEY CONTROL
 DE5696
 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: 16TCU0306518769(NAD 83)
 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 = OCTOBER  6, 2006
 DE8406 ***********************************************************************
 DE8406  DESIGNATION -  1604 R
 DE8406  PID         -  DE8406
 DE8406  STATE/COUNTY-  MN/COOK
 DE8406  USGS QUAD   -  PIGEON POINT (1976)
 DE8406
 DE8406                         *CURRENT SURVEY CONTROL
 DE8406  ___________________________________________________________________
 DE8406* NAD 83(1986)-  47 59 47.     (N)    089 37 25.     (W)     SCALED    
 DE8406* NAVD 88     -       216.596  (meters)     710.62   (feet)  ADJUSTED  
 DE8406  ___________________________________________________________________
 DE8406  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 DE8406  DYNAMIC HT  -         216.640 (meters)     710.76  (feet)  COMP
 DE8406  MODELED GRAV-     980,811.4   (mgal)                       NAVD 88
 DE8406
 DE8406  VERT ORDER  -  SECOND    CLASS I
 DE8406
 DE8406.The horizontal coordinates were scaled from a topographic map and have
 DE8406.an estimated accuracy of +/- 6 seconds.
 DE8406
 DE8406.The orthometric height was determined by differential leveling
 DE8406.and adjusted by the National Geodetic Survey in August 2004..
 DE8406
 DE8406.The geoid height was determined by GEOID03.
 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     -   272,190.    1,059,330.      MT  (+/- 180 meters Scaled)
 DE8406
 DE8406                          SUPERSEDED SURVEY CONTROL
 DE8406
 DE8406.No superseded survey control is available for this station.
 DE8406
 DE8406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU042192(NAD 83)
 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 = OCTOBER  6, 2006
 SL0199 ***********************************************************************
 SL0199  DESIGNATION -  160+69
 SL0199  PID         -  SL0199
 SL0199  STATE/COUNTY-  MN/NORMAN
 SL0199  USGS QUAD   -  ADA (1965)
 SL0199
 SL0199                         *CURRENT SURVEY CONTROL
 SL0199  ___________________________________________________________________
 SL0199* NAD 83(1986)-  47 20 24.     (N)    096 30 57.     (W)     SCALED    
 SL0199* NAVD 88     -       275.079  (meters)     902.49   (feet)  ADJUSTED  
 SL0199  ___________________________________________________________________
 SL0199  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 SL0199  DYNAMIC HT  -         275.114 (meters)     902.60  (feet)  COMP
 SL0199  MODELED GRAV-     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
 SL0199.and adjusted by the National Geodetic Survey in June 1991..
 SL0199
 SL0199.The geoid height was determined by GEOID03.
 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_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             NGS
 SL0199  HISTORY     - 1982     MARK NOT FOUND   NGS
 SL0199
 SL0199                          STATION DESCRIPTION
 SL0199
 SL0199'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 SJ1509 ***********************************************************************
 SJ1509  DESIGNATION -  166 CAP
 SJ1509  PID         -  SJ1509
 SJ1509  STATE/COUNTY-  MN/ITASCA
 SJ1509  USGS QUAD   -  COHASSET EAST (1969)
 SJ1509
 SJ1509                         *CURRENT SURVEY CONTROL
 SJ1509  ___________________________________________________________________
 SJ1509* NAD 83(1986)-  47 15 45.     (N)    093 37 16.     (W)     SCALED    
 SJ1509* NAVD 88     -       390.869  (meters)    1282.38   (feet)  ADJUSTED  
 SJ1509  ___________________________________________________________________
 SJ1509  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 SJ1509  DYNAMIC HT  -         390.901 (meters)    1282.48  (feet)  COMP
 SJ1509  MODELED GRAV-     980,683.6   (mgal)                       NAVD 88
 SJ1509
 SJ1509  VERT ORDER  -  SECOND    CLASS 0
 SJ1509
 SJ1509.The horizontal coordinates were scaled from a topographic map and have
 SJ1509.an estimated accuracy of +/- 6 seconds.
 SJ1509
 SJ1509.The orthometric height was determined by differential leveling
 SJ1509.and adjusted by the National Geodetic Survey in June 1991..
 SJ1509
 SJ1509.The geoid height was determined by GEOID03.
 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     -   184,900.      760,560.      MT  (+/- 180 meters Scaled)
 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: 15TVN530345(NAD 83)
 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             NGS
 SJ1509
 SJ1509                          STATION DESCRIPTION
 SJ1509
 SJ1509'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 SJ1516 ***********************************************************************
 SJ1516  DESIGNATION -  167 CAP
 SJ1516  PID         -  SJ1516
 SJ1516  STATE/COUNTY-  MN/ITASCA
 SJ1516  USGS QUAD   -  COHASSET EAST (1969)
 SJ1516
 SJ1516                         *CURRENT SURVEY CONTROL
 SJ1516  ___________________________________________________________________
 SJ1516* NAD 83(1986)-  47 15 04.     (N)    093 35 13.     (W)     SCALED    
 SJ1516* NAVD 88     -       391.007  (meters)    1282.83   (feet)  ADJUSTED  
 SJ1516  ___________________________________________________________________
 SJ1516  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 SJ1516  DYNAMIC HT  -         391.040 (meters)    1282.94  (feet)  COMP
 SJ1516  MODELED GRAV-     980,684.5   (mgal)                       NAVD 88
 SJ1516
 SJ1516  VERT ORDER  -  SECOND    CLASS 0
 SJ1516
 SJ1516.The horizontal coordinates were scaled from a topographic map and have
 SJ1516.an estimated accuracy of +/- 6 seconds.
 SJ1516
 SJ1516.The orthometric height was determined by differential leveling
 SJ1516.and adjusted by the National Geodetic Survey in June 1991..
 SJ1516
 SJ1516.The geoid height was determined by GEOID03.
 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     -   183,620.      763,140.      MT  (+/- 180 meters Scaled)
 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: 15TVN555332(NAD 83)
 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             NGS
 SJ1516
 SJ1516                          STATION DESCRIPTION
 SJ1516
 SJ1516'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 PQ1535 ***********************************************************************
 PQ1535  DESIGNATION -  167 ES
 PQ1535  PID         -  PQ1535
 PQ1535  STATE/COUNTY-  MN/MCLEOD
 PQ1535  USGS QUAD   -  HEATWOLE (1982)
 PQ1535
 PQ1535                         *CURRENT SURVEY CONTROL
 PQ1535  ___________________________________________________________________
 PQ1535* NAD 83(1986)-  44 45 45.     (N)    094 22 32.     (W)     SCALED    
 PQ1535* NAVD 88     -       314.407  (meters)    1031.52   (feet)  ADJUSTED  
 PQ1535  ___________________________________________________________________
 PQ1535  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 PQ1535  DYNAMIC HT  -         314.372 (meters)    1031.40  (feet)  COMP
 PQ1535  MODELED GRAV-     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
 PQ1535.and adjusted by the National Geodetic Survey in June 1995..
 PQ1535
 PQ1535.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PO0373 ***********************************************************************
 PO0373  DESIGNATION -  168
 PO0373  PID         -  PO0373
 PO0373  STATE/COUNTY-  MN/WINONA
 PO0373  USGS QUAD   -  WINONA WEST (1993)
 PO0373
 PO0373                         *CURRENT SURVEY CONTROL
 PO0373  ___________________________________________________________________
 PO0373* NAD 83(1986)-  44 03 10.     (N)    091 38 26.     (W)     SCALED    
 PO0373* NAVD 88     -       202.946  (meters)     665.83   (feet)  ADJUSTED  
 PO0373  ___________________________________________________________________
 PO0373  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 PO0373  DYNAMIC HT  -         202.917 (meters)     665.74  (feet)  COMP
 PO0373  MODELED GRAV-     980,472.7   (mgal)                       NAVD 88
 PO0373
 PO0373  VERT ORDER  -  FIRST     CLASS I
 PO0373
 PO0373.The horizontal coordinates were scaled from a topographic map and have
 PO0373.an estimated accuracy of +/- 6 seconds.
 PO0373
 PO0373.The orthometric height was determined by differential leveling
 PO0373.and adjusted by the National Geodetic Survey in June 1991..
 PO0373
 PO0373.The geoid height was determined by GEOID03.
 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     -   219,700.      989,040.      MT  (+/- 180 meters Scaled)
 PO0373
 PO0373                          SUPERSEDED SURVEY CONTROL
 PO0373
 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: 15TXJ088786(NAD 83)
 PO0373_MARKER: B = BOLT
 PO0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PO0373_SP_SET: STONE WINDOW SILL
 PO0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0373
 PO0373  HISTORY     - Date     Condition        Report By
 PO0373  HISTORY     - UNK      MONUMENTED       DOD
 PO0373  HISTORY     - 1970     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1531 ***********************************************************************
 PQ1531  DESIGNATION -  168 ES
 PQ1531  PID         -  PQ1531
 PQ1531  STATE/COUNTY-  MN/MCLEOD
 PQ1531  USGS QUAD   -  HEATWOLE (1982)
 PQ1531
 PQ1531                         *CURRENT SURVEY CONTROL
 PQ1531  ___________________________________________________________________
 PQ1531* NAD 83(1986)-  44 48 19.     (N)    094 22 31.     (W)     SCALED    
 PQ1531* NAVD 88     -       319.124  (meters)    1046.99   (feet)  ADJUSTED  
 PQ1531  ___________________________________________________________________
 PQ1531  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 PQ1531  DYNAMIC HT  -         319.091 (meters)    1046.88  (feet)  COMP
 PQ1531  MODELED GRAV-     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
 PQ1531.and adjusted by the National Geodetic Survey in June 1995..
 PQ1531
 PQ1531.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PO0370 ***********************************************************************
 PO0370  DESIGNATION -  169
 PO0370  PID         -  PO0370
 PO0370  STATE/COUNTY-  MN/WINONA
 PO0370  USGS QUAD   -  WINONA EAST (1972)
 PO0370
 PO0370                         *CURRENT SURVEY CONTROL
 PO0370  ___________________________________________________________________
 PO0370* NAD 83(1986)-  44 02 40.     (N)    091 36 25.     (W)     SCALED    
 PO0370* NAVD 88     -       202.197  (meters)     663.37   (feet)  ADJUSTED  
 PO0370  ___________________________________________________________________
 PO0370  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 PO0370  DYNAMIC HT  -         202.167 (meters)     663.28  (feet)  COMP
 PO0370  MODELED GRAV-     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
 PO0370.and adjusted by the National Geodetic Survey in June 1991..
 PO0370
 PO0370.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 PO0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 QO0548 ***********************************************************************
 QO0548  DESIGNATION -  169 1
 QO0548  PID         -  QO0548
 QO0548  STATE/COUNTY-  MN/HENNEPIN
 QO0548  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0548
 QO0548                         *CURRENT SURVEY CONTROL
 QO0548  ___________________________________________________________________
 QO0548* NAD 83(1986)-  45 03 28.     (N)    093 17 12.     (W)     SCALED    
 QO0548* NAVD 88     -       254.279  (meters)     834.25   (feet)  ADJUSTED  
 QO0548  ___________________________________________________________________
 QO0548  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 QO0548  DYNAMIC HT  -         254.276 (meters)     834.24  (feet)  COMP
 QO0548  MODELED GRAV-     980,598.7   (mgal)                       NAVD 88
 QO0548
 QO0548  VERT ORDER  -  SECOND    CLASS 0
 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
 QO0548.and adjusted by the National Geodetic Survey in June 1991..
 QO0548
 QO0548.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 QO0548_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QO0548_SP_SET: POWERLINE TOWER FOOTING
 QO0548_MARK LOGO: NONE  
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1829 ***********************************************************************
 PP1829  DESIGNATION -  169 1
 PP1829  PID         -  PP1829
 PP1829  STATE/COUNTY-  MN/SCOTT
 PP1829  USGS QUAD   -  JORDAN EAST (1981)
 PP1829
 PP1829                         *CURRENT SURVEY CONTROL
 PP1829  ___________________________________________________________________
 PP1829* NAD 83(1986)-  44 44 30.     (N)    093 35 13.     (W)     SCALED    
 PP1829* NAVD 88     -       239.507  (meters)     785.78   (feet)  ADJUSTED  
 PP1829  ___________________________________________________________________
 PP1829  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 PP1829  DYNAMIC HT  -         239.502 (meters)     785.77  (feet)  COMP
 PP1829  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 PP1829
 PP1829  VERT ORDER  -  SECOND    CLASS 0
 PP1829
 PP1829.The horizontal coordinates were scaled from a topographic map and have
 PP1829.an estimated accuracy of +/- 6 seconds.
 PP1829
 PP1829.The orthometric height was determined by differential leveling
 PP1829.and adjusted by the National Geodetic Survey in June 1991..
 PP1829
 PP1829.The geoid height was determined by GEOID03.
 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     -   293,600.      832,710.      MT  (+/- 180 meters Scaled)
 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: 15TVK535544(NAD 83)
 PP1829_MARKER: Z = SEE DESCRIPTION
 PP1829_SETTING: 0 = UNSPECIFIED SETTING
 PP1829_SP_SET: CATCH BASIN
 PP1829_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1831 ***********************************************************************
 PP1831  DESIGNATION -  169 2
 PP1831  PID         -  PP1831
 PP1831  STATE/COUNTY-  MN/SCOTT
 PP1831  USGS QUAD   -  SHAKOPEE (1993)
 PP1831
 PP1831                         *CURRENT SURVEY CONTROL
 PP1831  ___________________________________________________________________
 PP1831* NAD 83(1986)-  44 45 29.     (N)    093 35 02.     (W)     SCALED    
 PP1831* NAVD 88     -       248.890  (meters)     816.57   (feet)  ADJUSTED  
 PP1831  ___________________________________________________________________
 PP1831  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 PP1831  DYNAMIC HT  -         248.886 (meters)     816.55  (feet)  COMP
 PP1831  MODELED GRAV-     980,591.8   (mgal)                       NAVD 88
 PP1831
 PP1831  VERT ORDER  -  SECOND    CLASS 0
 PP1831
 PP1831.The horizontal coordinates were scaled from a topographic map and have
 PP1831.an estimated accuracy of +/- 6 seconds.
 PP1831
 PP1831.The orthometric height was determined by differential leveling
 PP1831.and adjusted by the National Geodetic Survey in June 1991..
 PP1831
 PP1831.The geoid height was determined by GEOID03.
 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     -   295,430.      832,940.      MT  (+/- 180 meters Scaled)
 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: 15TVK537562(NAD 83)
 PP1831_MARKER: Z = SEE DESCRIPTION
 PP1831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1831_SP_SET: CATCH BASIN
 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 - September 11, 1998
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1793 ***********************************************************************
 PP1793  DESIGNATION -  169 3
 PP1793  PID         -  PP1793
 PP1793  STATE/COUNTY-  MN/SCOTT
 PP1793  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 PP1793
 PP1793                         *CURRENT SURVEY CONTROL
 PP1793  ___________________________________________________________________
 PP1793* NAD 83(1986)-  44 36 54.     (N)    093 45 54.     (W)     SCALED    
 PP1793* NAVD 88     -       259.163  (meters)     850.27   (feet)  ADJUSTED  
 PP1793  ___________________________________________________________________
 PP1793  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 PP1793  DYNAMIC HT  -         259.145 (meters)     850.21  (feet)  COMP
 PP1793  MODELED GRAV-     980,537.8   (mgal)                       NAVD 88
 PP1793
 PP1793  VERT ORDER  -  SECOND    CLASS 0
 PP1793
 PP1793.The horizontal coordinates were scaled from a topographic map and have
 PP1793.an estimated accuracy of +/- 6 seconds.
 PP1793
 PP1793.The orthometric height was determined by differential leveling
 PP1793.and adjusted by the National Geodetic Survey in June 1991..
 PP1793
 PP1793.The geoid height was determined by GEOID03.
 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     -   279,470.      818,650.      MT  (+/- 180 meters Scaled)
 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: 15TVK393404(NAD 83)
 PP1793_MARKER: DD = SURVEY DISK
 PP1793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1793_SP_SET: CULVERT
 PP1793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1793
 PP1793  HISTORY     - Date     Condition        Report By
 PP1793  HISTORY     - UNK      MONUMENTED       MNDT
 PP1793  HISTORY     - 1973     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1798 ***********************************************************************
 PP1798  DESIGNATION -  169 4
 PP1798  PID         -  PP1798
 PP1798  STATE/COUNTY-  MN/SCOTT
 PP1798  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 PP1798
 PP1798                         *CURRENT SURVEY CONTROL
 PP1798  ___________________________________________________________________
 PP1798* NAD 83(1986)-  44 37 08.     (N)    093 45 32.     (W)     SCALED    
 PP1798* NAVD 88     -       263.117  (meters)     863.24   (feet)  ADJUSTED  
 PP1798  ___________________________________________________________________
 PP1798  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 PP1798  DYNAMIC HT  -         263.099 (meters)     863.18  (feet)  COMP
 PP1798  MODELED GRAV-     980,540.0   (mgal)                       NAVD 88
 PP1798
 PP1798  VERT ORDER  -  SECOND    CLASS 0
 PP1798
 PP1798.The horizontal coordinates were scaled from a topographic map and have
 PP1798.an estimated accuracy of +/- 6 seconds.
 PP1798
 PP1798.The orthometric height was determined by differential leveling
 PP1798.and adjusted by the National Geodetic Survey in June 1991..
 PP1798
 PP1798.The geoid height was determined by GEOID03.
 PP1798
 PP1798.The dynamic height is computed by dividing the NAVD 88
 PP1798.geopotential number by the normal gravity value computed on the
 PP1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1798.degrees latitude (g = 980.6199 gals.).
 PP1798
 PP1798.The modeled gravity was interpolated from observed gravity values.
 PP1798
 PP1798;                    North         East    Units  Estimated Accuracy
 PP1798;SPC MN S     -   279,910.      819,140.      MT  (+/- 180 meters Scaled)
 PP1798
 PP1798                          SUPERSEDED SURVEY CONTROL
 PP1798
 PP1798  NGVD 29 (??/??/92)  263.085  (m)          863.14   (f) ADJ UNCH    2 0
 PP1798
 PP1798.Superseded values are not recommended for survey control.
 PP1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1798.See file dsdata.txt to determine how the superseded data were derived.
 PP1798
 PP1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK397408(NAD 83)
 PP1798_MARKER: Z = SEE DESCRIPTION
 PP1798_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1798_SP_SET: HYDRANT
 PP1798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1798
 PP1798  HISTORY     - Date     Condition        Report By
 PP1798  HISTORY     - UNK      MONUMENTED       MNDT
 PP1798  HISTORY     - 1973     GOOD             MNDT
 PP1798
 PP1798                          STATION DESCRIPTION
 PP1798
 PP1798'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1798'0.5 MI NE FROM BELLE PLAINE.
 PP1798'THE MARK IS 0.5 MILE NORTHEAST MEASURED ALONG T.H. 169 FROM ITS
 PP1798'JUNCTION WITH T.H. 25 AT BELLE PLAINE.  IT IS IN THE NORTHEAST
 PP1798'QUADRANT OF T.H. 169 AND COUNTY ROAD NO. 7, 112 FEET WEST OF
 PP1798'SOUTHBOUND T.H. 169 STATION 819+38, 49 FEET WEST OF POWER POLE, 24
 PP1798'FEET NORTH OF CENTERLINE OF SOUTH ASH STREET.  IT IS ABOUT LEVEL WITH
 PP1798'T.H. 169, AT T.H. 169 MILE MARK 91.8.  SW 1/4 SECTION 6, T 113N, R
 PP1798'24W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1802 ***********************************************************************
 PP1802  DESIGNATION -  169 5
 PP1802  PID         -  PP1802
 PP1802  STATE/COUNTY-  MN/SCOTT
 PP1802  USGS QUAD   -  JORDAN WEST (1981)
 PP1802
 PP1802                         *CURRENT SURVEY CONTROL
 PP1802  ___________________________________________________________________
 PP1802* NAD 83(1986)-  44 38 09.     (N)    093 43 32.     (W)     SCALED    
 PP1802* NAVD 88     -       257.170  (meters)     843.73   (feet)  ADJUSTED  
 PP1802  ___________________________________________________________________
 PP1802  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 PP1802  DYNAMIC HT  -         257.153 (meters)     843.68  (feet)  COMP
 PP1802  MODELED GRAV-     980,544.2   (mgal)                       NAVD 88
 PP1802
 PP1802  VERT ORDER  -  SECOND    CLASS 0
 PP1802
 PP1802.The horizontal coordinates were scaled from a topographic map and have
 PP1802.an estimated accuracy of +/- 6 seconds.
 PP1802
 PP1802.The orthometric height was determined by differential leveling
 PP1802.and adjusted by the National Geodetic Survey in June 1991..
 PP1802
 PP1802.The geoid height was determined by GEOID03.
 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     -   281,800.      821,770.      MT  (+/- 180 meters Scaled)
 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: 15TVK424427(NAD 83)
 PP1802_MARKER: B = BOLT
 PP1802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1802_SP_SET: BASE
 PP1802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1802
 PP1802  HISTORY     - Date     Condition        Report By
 PP1802  HISTORY     - UNK      MONUMENTED       MNDT
 PP1802  HISTORY     - 1973     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1807 ***********************************************************************
 PP1807  DESIGNATION -  169 6
 PP1807  PID         -  PP1807
 PP1807  STATE/COUNTY-  MN/SCOTT
 PP1807  USGS QUAD   -  JORDAN WEST (1981)
 PP1807
 PP1807                         *CURRENT SURVEY CONTROL
 PP1807  ___________________________________________________________________
 PP1807* NAD 83(1986)-  44 39 21.     (N)    093 40 42.     (W)     SCALED    
 PP1807* NAVD 88     -       231.785  (meters)     760.45   (feet)  ADJUSTED  
 PP1807  ___________________________________________________________________
 PP1807  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP1807  DYNAMIC HT  -         231.771 (meters)     760.40  (feet)  COMP
 PP1807  MODELED GRAV-     980,552.6   (mgal)                       NAVD 88
 PP1807
 PP1807  VERT ORDER  -  SECOND    CLASS 0
 PP1807
 PP1807.The horizontal coordinates were scaled from a topographic map and have
 PP1807.an estimated accuracy of +/- 6 seconds.
 PP1807
 PP1807.The orthometric height was determined by differential leveling
 PP1807.and adjusted by the National Geodetic Survey in June 1991..
 PP1807
 PP1807.The geoid height was determined by GEOID03.
 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     -   284,030.      825,510.      MT  (+/- 180 meters Scaled)
 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: 15TVK462449(NAD 83)
 PP1807_MARKER: B = BOLT
 PP1807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1807_SP_SET: BASE
 PP1807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1807
 PP1807  HISTORY     - Date     Condition        Report By
 PP1807  HISTORY     - UNK      MONUMENTED       MNDT
 PP1807  HISTORY     - 1973     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1525 ***********************************************************************
 PQ1525  DESIGNATION -  169 ES
 PQ1525  PID         -  PQ1525
 PQ1525  STATE/COUNTY-  MN/MCLEOD
 PQ1525  USGS QUAD   -  HEATWOLE (1982)
 PQ1525
 PQ1525                         *CURRENT SURVEY CONTROL
 PQ1525  ___________________________________________________________________
 PQ1525* NAD 83(1986)-  44 50 56.     (N)    094 22 31.     (W)     SCALED    
 PQ1525* NAVD 88     -       318.440  (meters)    1044.75   (feet)  ADJUSTED  
 PQ1525  ___________________________________________________________________
 PQ1525  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 PQ1525  DYNAMIC HT  -         318.409 (meters)    1044.65  (feet)  COMP
 PQ1525  MODELED GRAV-     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
 PQ1525.and adjusted by the National Geodetic Survey in June 1995..
 PQ1525
 PQ1525.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN0246 ***********************************************************************
 RN0246  DESIGNATION -  169.09
 RN0246  PID         -  RN0246
 RN0246  STATE/COUNTY-  MN/ST LOUIS
 RN0246  USGS QUAD   -  DULUTH (1993)
 RN0246
 RN0246                         *CURRENT SURVEY CONTROL
 RN0246  ___________________________________________________________________
 RN0246* NAD 83(1986)-  46 48 57.     (N)    092 03 14.     (W)     SCALED    
 RN0246* NAVD 88     -       204.327  (meters)     670.36   (feet)  ADJUSTED  
 RN0246  ___________________________________________________________________
 RN0246  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 RN0246  DYNAMIC HT  -         204.356 (meters)     670.46  (feet)  COMP
 RN0246  MODELED GRAV-     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
 RN0246.and adjusted by the National Geodetic Survey in June 1991..
 RN0246
 RN0246.The geoid height was determined by GEOID03.
 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_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             NGS
 RN0246
 RN0246                          STATION DESCRIPTION
 RN0246
 RN0246'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5917 ***********************************************************************
 DF5917  DESIGNATION -  17
 DF5917  PID         -  DF5917
 DF5917  STATE/COUNTY-  MN/PINE
 DF5917  USGS QUAD   -  CEDAR LAKE (1983)
 DF5917
 DF5917                         *CURRENT SURVEY CONTROL
 DF5917  ___________________________________________________________________
 DF5917* NAD 83(1996)-  45 54 37.22735(N)    092 49 39.90924(W)     ADJUSTED  
 DF5917* NAVD 88     -       303.8    (meters)     997.     (feet)  GPS OBS   
 DF5917  ___________________________________________________________________
 DF5917  X           -    -219,321.015 (meters)                     COMP
 DF5917  Y           -  -4,440,262.628 (meters)                     COMP
 DF5917  Z           -   4,558,517.927 (meters)                     COMP
 DF5917  LAPLACE CORR-           7.50  (seconds)                    DEFLEC99
 DF5917  ELLIP HEIGHT-         276.66  (meters)          (05/27/03) GPS OBS
 DF5917  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DF5917
 DF5917  HORZ ORDER  -  FIRST
 DF5917  ELLP ORDER  -  THIRD     CLASS I
 DF5917
 DF5917.The horizontal coordinates were established by GPS observations
 DF5917.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5917
 DF5917.The orthometric height was determined by GPS observations and a
 DF5917.high-resolution geoid model.
 DF5917
 DF5917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5917
 DF5917.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5917
 DF5917.The ellipsoidal height was determined by GPS observations
 DF5917.and is referenced to NAD 83.
 DF5917
 DF5917.The geoid height was determined by GEOID03.
 DF5917
 DF5917;                    North         East     Units Scale Factor Converg.
 DF5917;SPC MN C     -   202,171.559   910,338.269   MT  0.99994932   +1 01 43.8
 DF5917;UTM  15      - 5,084,100.256   513,359.043   MT  0.99960219   +0 07 25.4
 DF5917
 DF5917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5917!SPC MN C     -   0.99995663  x   0.99994932  =   0.99990595
 DF5917!UTM  15      -   0.99995663  x   0.99960219  =   0.99955884
 DF5917
 DF5917                          SUPERSEDED SURVEY CONTROL
 DF5917
 DF5917.No superseded survey control is available for this station.
 DF5917
 DF5917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1335984100(NAD 83)
 DF5917_MARKER: DB = BENCH MARK DISK
 DF5917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5917_STAMPING: NO 17
 DF5917_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5917+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5917
 DF5917  HISTORY     - Date     Condition        Report By
 DF5917  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8706 ***********************************************************************
 DF8706  DESIGNATION -  17
 DF8706  PID         -  DF8706
 DF8706  STATE/COUNTY-  MN/KANABEC
 DF8706  USGS QUAD   -  OGILVIE (1968)
 DF8706
 DF8706                         *CURRENT SURVEY CONTROL
 DF8706  ___________________________________________________________________
 DF8706* NAD 83(1996)-  45 51 45.07566(N)    093 27 09.90527(W)     ADJUSTED  
 DF8706* NAVD 88     -       327.6    (meters)    1075.     (feet)  GPS OBS   
 DF8706  ___________________________________________________________________
 DF8706  X           -    -267,973.485 (meters)                     COMP
 DF8706  Y           -  -4,441,431.615 (meters)                     COMP
 DF8706  Z           -   4,554,834.739 (meters)                     COMP
 DF8706  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 DF8706  ELLIP HEIGHT-         300.00  (meters)          (10/22/03) GPS OBS
 DF8706  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DF8706
 DF8706  HORZ ORDER  -  FIRST
 DF8706  ELLP ORDER  -  THIRD     CLASS II
 DF8706
 DF8706.The horizontal coordinates were established by GPS observations
 DF8706.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8706
 DF8706.The orthometric height was determined by GPS observations and a
 DF8706.high-resolution geoid model.
 DF8706
 DF8706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8706
 DF8706.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8706
 DF8706.The ellipsoidal height was determined by GPS observations
 DF8706.and is referenced to NAD 83.
 DF8706
 DF8706.The geoid height was determined by GEOID03.
 DF8706
 DF8706;                    North         East     Units Scale Factor Converg.
 DF8706;SPC MN C     -   196,177.563   861,906.493   MT  0.99995580   +0 34 36.2
 DF8706;UTM  15      - 5,078,872.472   464,855.693   MT  0.99961518   -0 19 29.7
 DF8706
 DF8706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8706!SPC MN C     -   0.99995297  x   0.99995580  =   0.99990877
 DF8706!UTM  15      -   0.99995297  x   0.99961518  =   0.99956817
 DF8706
 DF8706                          SUPERSEDED SURVEY CONTROL
 DF8706
 DF8706.No superseded survey control is available for this station.
 DF8706
 DF8706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6485678872(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8706+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8706
 DF8706  HISTORY     - Date     Condition        Report By
 DF8706  HISTORY     - 2001     MONUMENTED       MN-065
 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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1421 ***********************************************************************
 PQ1421  DESIGNATION -  17 08
 PQ1421  PID         -  PQ1421
 PQ1421  STATE/COUNTY-  MN/MEEKER
 PQ1421  USGS QUAD   -  COSMOS (1967)
 PQ1421
 PQ1421                         *CURRENT SURVEY CONTROL
 PQ1421  ___________________________________________________________________
 PQ1421* NAD 83(1986)-  44 57 03.     (N)    094 44 12.     (W)     SCALED    
 PQ1421* NAVD 88     -       341.529  (meters)    1120.50   (feet)  ADJUSTED  
 PQ1421  ___________________________________________________________________
 PQ1421  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 PQ1421  DYNAMIC HT  -         341.504 (meters)    1120.42  (feet)  COMP
 PQ1421  MODELED GRAV-     980,531.4   (mgal)                       NAVD 88
 PQ1421
 PQ1421  VERT ORDER  -  SECOND    CLASS I
 PQ1421
 PQ1421.The horizontal coordinates were scaled from a topographic map and have
 PQ1421.an estimated accuracy of +/- 6 seconds.
 PQ1421
 PQ1421.The orthometric height was determined by differential leveling
 PQ1421.and adjusted by the National Geodetic Survey in June 1995..
 PQ1421
 PQ1421.The geoid height was determined by GEOID03.
 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     -   317,030.      741,870.      MT  (+/- 180 meters Scaled)
 PQ1421
 PQ1421                          SUPERSEDED SURVEY CONTROL
 PQ1421
 PQ1421.No superseded survey control is available for this station.
 PQ1421
 PQ1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK630789(NAD 83)
 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 = OCTOBER  6, 2006
 RN0469 ***********************************************************************
 RN0469  DESIGNATION -  17 BOLT
 RN0469  PID         -  RN0469
 RN0469  STATE/COUNTY-  MN/PINE
 RN0469  USGS QUAD   -  HINCKLEY (1991)
 RN0469
 RN0469                         *CURRENT SURVEY CONTROL
 RN0469  ___________________________________________________________________
 RN0469* NAD 83(1986)-  46 00 43.     (N)    092 56 37.     (W)     SCALED    
 RN0469* NAVD 88     -       313.936  (meters)    1029.97   (feet)  ADJUSTED  
 RN0469  ___________________________________________________________________
 RN0469  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 RN0469  DYNAMIC HT  -         313.941 (meters)    1029.99  (feet)  COMP
 RN0469  MODELED GRAV-     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
 RN0469.and adjusted by the National Geodetic Survey in June 1991..
 RN0469.WARNING-Repeat measurements at this control monument indicate possible
 RN0469.vertical movement.
 RN0469
 RN0469.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 RN0469_SETTING: 0 = UNSPECIFIED SETTING
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9161 ***********************************************************************
 AF9161  DESIGNATION -  17 CER
 AF9161  PID         -  AF9161
 AF9161  STATE/COUNTY-  MN/CLEARWATER
 AF9161  USGS QUAD   -  LA SALLE LAKE (1972)
 AF9161
 AF9161                         *CURRENT SURVEY CONTROL
 AF9161  ___________________________________________________________________
 AF9161* NAD 83(1996)-  47 15 13.98141(N)    095 12 45.26478(W)     ADJUSTED  
 AF9161* NAVD 88     -       462.001  (meters)    1515.75   (feet)  ADJUSTED  
 AF9161  ___________________________________________________________________
 AF9161  X           -    -394,048.362 (meters)                     COMP
 AF9161  Y           -  -4,319,360.607 (meters)                     COMP
 AF9161  Z           -   4,661,287.594 (meters)                     COMP
 AF9161  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AF9161  ELLIP HEIGHT-         434.57  (meters)          (07/17/98) GPS OBS
 AF9161  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AF9161  DYNAMIC HT  -         462.038 (meters)    1515.87  (feet)  COMP
 AF9161  MODELED GRAV-     980,679.4   (mgal)                       NAVD 88
 AF9161
 AF9161  HORZ ORDER  -  FIRST
 AF9161  VERT ORDER  -  SECOND    CLASS I
 AF9161  ELLP ORDER  -  FOURTH    CLASS I
 AF9161
 AF9161.The horizontal coordinates were established by GPS observations
 AF9161.and adjusted by the National Geodetic Survey in July 1998..
 AF9161
 AF9161.The orthometric height was determined by differential leveling
 AF9161.and adjusted by the National Geodetic Survey in June 2004..
 AF9161
 AF9161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9161
 AF9161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9161
 AF9161.The ellipsoidal height was determined by GPS observations
 AF9161.and is referenced to NAD 83.
 AF9161
 AF9161.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AF9161;SPC MN N     -   185,997.076   640,116.063   MT  0.99995397   -1 33 57.2
 AF9161;UTM  15      - 5,235,752.273   332,589.513   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  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: 15TUN3259035752(NAD 83)
 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 - November 18, 1997
 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     - 19971118 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)
 AF9161'1992 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0652 ***********************************************************************
 SK0652  DESIGNATION -  17 CLC
 SK0652  PID         -  SK0652
 SK0652  STATE/COUNTY-  MN/RED LAKE
 SK0652  USGS QUAD   -  OKLEE (1971)
 SK0652
 SK0652                         *CURRENT SURVEY CONTROL
 SK0652  ___________________________________________________________________
 SK0652* NAD 83(1986)-  47 46 31.     (N)    095 51 42.     (W)     SCALED    
 SK0652* NAVD 88     -       358.475  (meters)    1176.10   (feet)  ADJUSTED  
 SK0652  ___________________________________________________________________
 SK0652  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 SK0652  DYNAMIC HT  -         358.536 (meters)    1176.30  (feet)  COMP
 SK0652  MODELED GRAV-     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
 SK0652.and adjusted by the National Geodetic Survey in June 1991..
 SK0652
 SK0652.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0654 ***********************************************************************
 SK0654  DESIGNATION -  17 CLC A TBM
 SK0654  PID         -  SK0654
 SK0654  STATE/COUNTY-  MN/RED LAKE
 SK0654  USGS QUAD   -  OKLEE (1971)
 SK0654
 SK0654                         *CURRENT SURVEY CONTROL
 SK0654  ___________________________________________________________________
 SK0654* NAD 83(1986)-  47 46 32.     (N)    095 50 14.     (W)     SCALED    
 SK0654* NAVD 88     -       359.134  (meters)    1178.26   (feet)  ADJUSTED  
 SK0654  ___________________________________________________________________
 SK0654  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 SK0654  DYNAMIC HT  -         359.197 (meters)    1178.47  (feet)  COMP
 SK0654  MODELED GRAV-     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
 SK0654.and adjusted by the National Geodetic Survey in June 1991..
 SK0654
 SK0654.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 SK0654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 SK0653 ***********************************************************************
 SK0653  DESIGNATION -  17 CLC RM
 SK0653  PID         -  SK0653
 SK0653  STATE/COUNTY-  MN/RED LAKE
 SK0653  USGS QUAD   -  OKLEE (1971)
 SK0653
 SK0653                         *CURRENT SURVEY CONTROL
 SK0653  ___________________________________________________________________
 SK0653* NAD 83(1986)-  47 46 32.     (N)    095 51 41.     (W)     SCALED    
 SK0653* NAVD 88     -       358.021  (meters)    1174.61   (feet)  ADJUSTED  
 SK0653  ___________________________________________________________________
 SK0653  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 SK0653  DYNAMIC HT  -         358.082 (meters)    1174.81  (feet)  COMP
 SK0653  MODELED GRAV-     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
 SK0653.and adjusted by the National Geodetic Survey in June 1991..
 SK0653
 SK0653.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF3896 ***********************************************************************
 DF3896  DESIGNATION -  17 CWH
 DF3896  PID         -  DF3896
 DF3896  STATE/COUNTY-  MN/CASS
 DF3896  USGS QUAD   -  OSHAWA (1980)
 DF3896
 DF3896                         *CURRENT SURVEY CONTROL
 DF3896  ___________________________________________________________________
 DF3896* NAD 83(1986)-  46 45 38.     (N)    094 42 07.     (W)     SCALED    
 DF3896* NAVD 88     -       434.957  (meters)    1427.02   (feet)  ADJUSTED  
 DF3896  ___________________________________________________________________
 DF3896  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DF3896  DYNAMIC HT  -         434.975 (meters)    1427.08  (feet)  COMP
 DF3896  MODELED GRAV-     980,641.8   (mgal)                       NAVD 88
 DF3896
 DF3896  VERT ORDER  -  SECOND    CLASS I
 DF3896
 DF3896.The horizontal coordinates were scaled from a topographic map and have
 DF3896.an estimated accuracy of +/- 6 seconds.
 DF3896
 DF3896.The orthometric height was determined by differential leveling
 DF3896.and adjusted by the National Geodetic Survey in June 2004..
 DF3896.No vertical observational check was made to the station.
 DF3896
 DF3896.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF3896;SPC MN C     -   295,780.      765,480.      MT  (+/- 180 meters Scaled)
 DF3896
 DF3896                          SUPERSEDED SURVEY CONTROL
 DF3896
 DF3896.No superseded survey control is available for this station.
 DF3896
 DF3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM700799(NAD 83)
 DF3896_MARKER: DB = BENCH MARK DISK
 DF3896_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF3896_STAMPING: 17 CWH 1969
 DF3896_MARK LOGO: USGS  
 DF3896_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF3896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF3896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF3896+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2001
 DF3896
 DF3896  HISTORY     - Date     Condition        Report By
 DF3896  HISTORY     - 1969     MONUMENTED       USGS
 DF3896  HISTORY     - 20010319 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5798 ***********************************************************************
 AB5798  DESIGNATION -  17 DRL
 AB5798  PID         -  AB5798
 AB5798  STATE/COUNTY-  MN/CROW WING
 AB5798  USGS QUAD   -  PLATTE LAKE (1968)
 AB5798
 AB5798                         *CURRENT SURVEY CONTROL
 AB5798  ___________________________________________________________________
 AB5798* NAD 83(1996)-  46 09 27.14540(N)    093 53 30.06906(W)     ADJUSTED  
 AB5798* NAVD 88     -       387.3    (meters)    1271.     (feet)  GPS OBS   
 AB5798  ___________________________________________________________________
 AB5798  X           -    -300,391.956 (meters)                     COMP
 AB5798  Y           -  -4,415,750.871 (meters)                     COMP
 AB5798  Z           -   4,577,654.230 (meters)                     COMP
 AB5798  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 AB5798  ELLIP HEIGHT-         360.23  (meters)          (03/16/99) GPS OBS
 AB5798  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AB5798
 AB5798  HORZ ORDER  -  FIRST
 AB5798  ELLP ORDER  -  FOURTH    CLASS I
 AB5798
 AB5798.The horizontal coordinates were established by GPS observations
 AB5798.and adjusted by the National Geodetic Survey in March 1999..
 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 DEFLEC99 derived deflections.
 AB5798
 AB5798.The ellipsoidal height was determined by GPS observations
 AB5798.and is referenced to NAD 83.
 AB5798
 AB5798.The geoid height was determined by GEOID03.
 AB5798
 AB5798;                    North         East     Units Scale Factor Converg.
 AB5798;SPC MN C     -   228,718.448   827,675.196   MT  0.99992679   +0 15 33.1
 AB5798;UTM  15      - 5,111,937.971   431,151.027   MT  0.99965827   -0 38 35.3
 AB5798
 AB5798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5798!SPC MN C     -   0.99994353  x   0.99992679  =   0.99987033
 AB5798!UTM  15      -   0.99994353  x   0.99965827  =   0.99960182
 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(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: 15TVM3115111938(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1366 ***********************************************************************
 PQ1366  DESIGNATION -  17 DWB
 PQ1366  PID         -  PQ1366
 PQ1366  STATE/COUNTY-  MN/MURRAY
 PQ1366  USGS QUAD   -  CURRIE (1980)
 PQ1366
 PQ1366                         *CURRENT SURVEY CONTROL
 PQ1366  ___________________________________________________________________
 PQ1366* NAD 83(1986)-  44 07 09.     (N)    095 44 36.     (W)     SCALED    
 PQ1366* NAVD 88     -       477.410  (meters)    1566.30   (feet)  ADJUSTED  
 PQ1366  ___________________________________________________________________
 PQ1366  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 PQ1366  DYNAMIC HT  -         477.310 (meters)    1565.97  (feet)  COMP
 PQ1366  MODELED GRAV-     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
 PQ1366.and adjusted by the National Geodetic Survey in June 1995..
 PQ1366
 PQ1366.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1257 ***********************************************************************
 OP1257  DESIGNATION -  17 DWB RESET
 OP1257  PID         -  OP1257
 OP1257  STATE/COUNTY-  MN/COTTONWOOD
 OP1257  USGS QUAD   -  MOUNTAIN LAKE (1977)
 OP1257
 OP1257                         *CURRENT SURVEY CONTROL
 OP1257  ___________________________________________________________________
 OP1257* NAD 83(1986)-  43 54 42.     (N)    094 59 56.     (W)     SCALED    
 OP1257* NAVD 88     -       425.77   (meters)    1396.9    (feet)  RESET     
 OP1257  ___________________________________________________________________
 OP1257  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 OP1257
 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.No vertical observational check was made to the station.
 OP1257
 OP1257.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0370 ***********************************************************************
 QP0370  DESIGNATION -  17 ES
 QP0370  PID         -  QP0370
 QP0370  STATE/COUNTY-  MN/STEARNS
 QP0370  USGS QUAD   -  ST AUGUSTA (1974)
 QP0370
 QP0370                         *CURRENT SURVEY CONTROL
 QP0370  ___________________________________________________________________
 QP0370* NAD 83(1986)-  45 29 30.     (N)    094 09 06.     (W)     SCALED    
 QP0370* NAVD 88     -       309.067  (meters)    1014.00   (feet)  ADJUSTED  
 QP0370  ___________________________________________________________________
 QP0370  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 QP0370  DYNAMIC HT  -         309.059 (meters)    1013.97  (feet)  COMP
 QP0370  MODELED GRAV-     980,581.0   (mgal)                       NAVD 88
 QP0370
 QP0370  VERT ORDER  -  SECOND    CLASS 0
 QP0370
 QP0370.The horizontal coordinates were scaled from a topographic map and have
 QP0370.an estimated accuracy of +/- 6 seconds.
 QP0370
 QP0370.The orthometric height was determined by differential leveling
 QP0370.and adjusted by the National Geodetic Survey in June 1991..
 QP0370
 QP0370.The geoid height was determined by GEOID03.
 QP0370
 QP0370.The dynamic height is computed by dividing the NAVD 88
 QP0370.geopotential number by the normal gravity value computed on the
 QP0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0370.degrees latitude (g = 980.6199 gals.).
 QP0370
 QP0370.The modeled gravity was interpolated from observed gravity values.
 QP0370
 QP0370;                    North         East    Units  Estimated Accuracy
 QP0370;SPC MN C     -   154,650.      807,690.      MT  (+/- 180 meters Scaled)
 QP0370
 QP0370                          SUPERSEDED SURVEY CONTROL
 QP0370
 QP0370  NGVD 29 (??/??/??)  308.947  (m)         1013.60   (f) ADJUSTED    2 0
 QP0370
 QP0370.Superseded values are not recommended for survey control.
 QP0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0370.See file dsdata.txt to determine how the superseded data were derived.
 QP0370
 QP0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL100382(NAD 83)
 QP0370_MARKER: DD = SURVEY DISK
 QP0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0370_STAMPING: ES 17 1949
 QP0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0370+STABILITY: SURFACE MOTION
 QP0370
 QP0370  HISTORY     - Date     Condition        Report By
 QP0370  HISTORY     - 1949     MONUMENTED       USGS
 QP0370  HISTORY     - 1972     GOOD             MNDT
 QP0370  HISTORY     - 1976     GOOD             MNDT
 QP0370  HISTORY     - 1977     MARK NOT FOUND   NGS
 QP0370
 QP0370                          STATION DESCRIPTION
 QP0370
 QP0370'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0370'1.1 MI N FROM ST AUGUSTA.
 QP0370'1.1 MILES NORTH ALONG COUNTY ROAD 7 AND T.H. 152 FROM THE JUNCTION OF
 QP0370'COUNTY ROADS 7 AND 115 IN ST. AUGUSTA, 413 FEET NORTH OF AN EAST-WEST
 QP0370'TOWNSHIP ROAD, ABOUT 200 FEET SOUTH-SOUTHWEST OF T.H. 152 MILE POST
 QP0370'9.0, 75 FEET WEST OF THE CENTERLINE OF T.H. 152, 30 FEET SOUTH OF A
 QP0370'TELEPHONE POLE, 1 FOOT EAST OF A NORTH-SOUTH FENCELINE, 1 FOOT NORTH
 QP0370'OF A STEEL WITNESS POST, IN A CONCRETE MONUMENT PROJECTING 3 INCHES
 QP0370'ABOVE GROUND.  NW 1/4, SEC 1, T 123N, R 28W.
 QP0370
 QP0370                          STATION RECOVERY (1976)
 QP0370
 QP0370'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 QP0370'THE MARK AS DESCRIBED IN NATIONAL GEODETIC SURVEY LINE 136 MN DATED
 QP0370'JULY 1973 WAS RECOVERED ON MARCH 25, 1976 BUT NO EVIDENCE OF THE MARK
 QP0370'COULD BE FOUND ON JANUARY 17, 1977. THE MARK WAS EITHER DESTROYED OR
 QP0370'IS BURIED UNDER THE CONSTRUCTION OF INTERSTATE 94. ON MARCH 25, 1976
 QP0370'ES 17 WAS LOCATED 1.1 MILE NORTH ALONG COUNTY STATE AID HIGHWAY 7
 QP0370'FROM THE JUNCTION OF COUNTY STATE AID HIGHWAY 7 AND COUNTY ROAD 115
 QP0370'AT ST. AUGUSTA, 413 FT. NORTH OF AN EAST WEST TOWNSHIP ROAD, 74.0 FT.
 QP0370'WEST OF THE CENTERLINE OF OLD TRUNK HIGHWAY 152, 0.05 MILE SOUTHWEST
 QP0370'OF NEW TRUNK HIGHWAY 152, 1.0 FT. EAST OF A NORTH SOUTH FENCE LINE,
 QP0370'AND 1 FT. NORTH OF A STEEL WITNESS POST. A RAILROAD SPIKE WAS BURIED
 QP0370'ALONG SIDE THE MARK TO MAKE IT MAGNETIC.
 QP0370
 QP0370                          STATION RECOVERY (1977)
 QP0370
 QP0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QP0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0080 ***********************************************************************
 SL0080  DESIGNATION -  17 KEE
 SL0080  PID         -  SL0080
 SL0080  STATE/COUNTY-  MN/RED LAKE
 SL0080  USGS QUAD   -  BROOKS (1964)
 SL0080
 SL0080                         *CURRENT SURVEY CONTROL
 SL0080  ___________________________________________________________________
 SL0080* NAD 83(1996)-  47 48 13.91635(N)    096 00 01.44241(W)     ADJUSTED  
 SL0080* NAVD 88     -       344.641  (meters)    1130.71   (feet)  ADJUSTED  
 SL0080  ___________________________________________________________________
 SL0080  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 SL0080  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 SL0080  DYNAMIC HT  -         344.701 (meters)    1130.91  (feet)  COMP
 SL0080  MODELED GRAV-     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.No horizontal observational check was made to the station.
 SL0080
 SL0080.The orthometric height was determined by differential leveling
 SL0080.and adjusted by the National Geodetic Survey in June 1991..
 SL0080
 SL0080.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL0080
 SL0080.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SL0080;SPC MN N     -   249,030.083   582,809.500   MT  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_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 = OCTOBER  6, 2006
 DF7371 ***********************************************************************
 DF7371  DESIGNATION -  17 LMT
 DF7371  PID         -  DF7371
 DF7371  STATE/COUNTY-  MN/AITKIN
 DF7371  USGS QUAD   -  SHOVEL LAKE (1996)
 DF7371
 DF7371                         *CURRENT SURVEY CONTROL
 DF7371  ___________________________________________________________________
 DF7371* NAD 83(1996)-  46 55 41.69928(N)    093 45 44.34414(W)     ADJUSTED  
 DF7371* NAVD 88     -       411.0    (meters)    1348.     (feet)  GPS OBS   
 DF7371  ___________________________________________________________________
 DF7371  X           -    -286,340.942 (meters)                     COMP
 DF7371  Y           -  -4,354,374.390 (meters)                     COMP
 DF7371  Z           -   4,636,600.490 (meters)                     COMP
 DF7371  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 DF7371  ELLIP HEIGHT-         382.34  (meters)          (08/26/03) GPS OBS
 DF7371  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DF7371
 DF7371  HORZ ORDER  -  FIRST
 DF7371  ELLP ORDER  -  THIRD     CLASS I
 DF7371
 DF7371.The horizontal coordinates were established by GPS observations
 DF7371.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF7371
 DF7371.The ellipsoidal height was determined by GPS observations
 DF7371.and is referenced to NAD 83.
 DF7371
 DF7371.The geoid height was determined by GEOID03.
 DF7371
 DF7371;                    North         East     Units Scale Factor Converg.
 DF7371;SPC MN C     -   314,438.255   837,139.642   MT  0.99997567   +0 21 10.0
 DF7371;UTM  15      - 5,197,472.848   441,966.922   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  =   0.99991574
 DF7371!UTM  15      -   0.99994007  x   0.99964139  =   0.99958148
 DF7371
 DF7371|---------------------------------------------------------------------|
 DF7371| PID    Reference Object                     Distance      Geod. Az  |
 DF7371|                                                           dddmmss.s |
 DF7371| DF7419 KLENNERT                            366.633 METERS 27238     |
 DF7371|---------------------------------------------------------------------|
 DF7371
 DF7371                          SUPERSEDED SURVEY CONTROL
 DF7371
 DF7371.No superseded survey control is available for this station.
 DF7371
 DF7371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4196797473(NAD 83)
 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 = OCTOBER  6, 2006
 TD1148 ***********************************************************************
 TD1148  DESIGNATION -  17 MDD
 TD1148  PID         -  TD1148
 TD1148  STATE/COUNTY-  MN/MARSHALL
 TD1148  USGS QUAD   -  OSLO NE (1966)
 TD1148
 TD1148                         *CURRENT SURVEY CONTROL
 TD1148  ___________________________________________________________________
 TD1148* NAD 83(1996)-  48 11 41.68277(N)    097 06 29.09847(W)     ADJUSTED  
 TD1148* NAVD 88     -       246.209  (meters)     807.77   (feet)  ADJUSTED  
 TD1148  ___________________________________________________________________
 TD1148  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 TD1148  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 TD1148  DYNAMIC HT  -         246.263 (meters)     807.95  (feet)  COMP
 TD1148  MODELED GRAV-     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
 TD1148.and adjusted by the National Geodetic Survey in July 2004..
 TD1148.No vertical observational check was made to the station.
 TD1148
 TD1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1148
 TD1148.The geoid height was determined by GEOID03.
 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;                    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 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(1996)-  48 11 41.68277(N)    097 06 29.09847(W) AD(       ) 2
 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
 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: 14UPU4059339695(NAD 83)
 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_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 - June 17, 2003
 TD1148
 TD1148  HISTORY     - Date     Condition        Report By
 TD1148  HISTORY     - 1967     MONUMENTED       USGS
 TD1148  HISTORY     - 20030617 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0333 ***********************************************************************
 ON0333  DESIGNATION -  17 RC
 ON0333  PID         -  ON0333
 ON0333  STATE/COUNTY-  MN/WINONA
 ON0333  USGS QUAD   -  PICKWICK (1973)
 ON0333
 ON0333                         *CURRENT SURVEY CONTROL
 ON0333  ___________________________________________________________________
 ON0333* NAD 83(1986)-  43 55 36.     (N)    091 29 26.     (W)     SCALED    
 ON0333* NAVD 88     -       370.855  (meters)    1216.71   (feet)  ADJUSTED  
 ON0333  ___________________________________________________________________
 ON0333  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 ON0333  DYNAMIC HT  -         370.787 (meters)    1216.49  (feet)  COMP
 ON0333  MODELED GRAV-     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
 ON0333.and adjusted by the National Geodetic Survey in June 1991..
 ON0333
 ON0333.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 ON0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 DF5952 ***********************************************************************
 DF5952  DESIGNATION -  17 RC
 DF5952  PID         -  DF5952
 DF5952  STATE/COUNTY-  MN/PINE
 DF5952  USGS QUAD   -  DENHAM (1982)
 DF5952
 DF5952                         *CURRENT SURVEY CONTROL
 DF5952  ___________________________________________________________________
 DF5952* NAD 83(1996)-  46 19 57.52194(N)    092 59 26.45500(W)     ADJUSTED  
 DF5952* NAVD 88     -       397.2    (meters)    1303.     (feet)  GPS OBS   
 DF5952  ___________________________________________________________________
 DF5952  X           -    -230,184.646 (meters)                     COMP
 DF5952  Y           -  -4,405,894.402 (meters)                     COMP
 DF5952  Z           -   4,591,122.511 (meters)                     COMP
 DF5952  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DF5952  ELLIP HEIGHT-         369.56  (meters)          (05/27/03) GPS OBS
 DF5952  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DF5952
 DF5952  HORZ ORDER  -  FIRST
 DF5952  ELLP ORDER  -  THIRD     CLASS I
 DF5952
 DF5952.The horizontal coordinates were established by GPS observations
 DF5952.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5952
 DF5952.The orthometric height was determined by GPS observations and a
 DF5952.high-resolution geoid model.
 DF5952
 DF5952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5952
 DF5952.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5952
 DF5952.The ellipsoidal height was determined by GPS observations
 DF5952.and is referenced to NAD 83.
 DF5952
 DF5952.The geoid height was determined by GEOID03.
 DF5952
 DF5952;                    North         East     Units Scale Factor Converg.
 DF5952;SPC MN C     -   248,889.077   896,953.055   MT  0.99992202   +0 54 39.5
 DF5952;UTM  15      - 5,131,007.753   500,717.183   MT  0.99960001   +0 00 24.3
 DF5952
 DF5952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5952!SPC MN C     -   0.99994207  x   0.99992202  =   0.99986409
 DF5952!UTM  15      -   0.99994207  x   0.99960001  =   0.99954210
 DF5952
 DF5952                          SUPERSEDED SURVEY CONTROL
 DF5952
 DF5952.No superseded survey control is available for this station.
 DF5952
 DF5952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0071731008(NAD 83)
 DF5952_MARKER: DD = SURVEY DISK
 DF5952_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF5952_STAMPING: 1303 17 RC 1954 TT
 DF5952_MARK LOGO: USGS  
 DF5952_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5952+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2000
 DF5952
 DF5952  HISTORY     - Date     Condition        Report By
 DF5952  HISTORY     - 1954     MONUMENTED       USGS
 DF5952  HISTORY     - 20000425 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2076 ***********************************************************************
 PP2076  DESIGNATION -  17 RLG
 PP2076  PID         -  PP2076
 PP2076  STATE/COUNTY-  MN/BLUE EARTH
 PP2076  USGS QUAD   -  BEAUFORD (1974)
 PP2076
 PP2076                         *CURRENT SURVEY CONTROL
 PP2076  ___________________________________________________________________
 PP2076* NAD 83(1996)-  44 06 39.98570(N)    093 53 18.59895(W)     ADJUSTED  
 PP2076* NAVD 88     -       307.833  (meters)    1009.95   (feet)  ADJUSTED  
 PP2076  ___________________________________________________________________
 PP2076  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 PP2076  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 PP2076  DYNAMIC HT  -         307.778 (meters)    1009.77  (feet)  COMP
 PP2076  MODELED GRAV-     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.No horizontal observational check was made to the station.
 PP2076
 PP2076.The orthometric height was determined by differential leveling
 PP2076.and adjusted by the National Geodetic Survey in June 1991..
 PP2076
 PP2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2076
 PP2076.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP2076;SPC MN S     -   223,463.007   808,925.815   MT  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  =   0.99990133
 PP2076!UTM  15      -   0.99995621  x   0.99966217  =   0.99961839
 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_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 = OCTOBER  6, 2006
 PR0778 ***********************************************************************
 PR0778  DESIGNATION -  17 T
 PR0778  PID         -  PR0778
 PR0778  STATE/COUNTY-  MN/LINCOLN
 PR0778  USGS QUAD   -  TYLER (1963)
 PR0778
 PR0778                         *CURRENT SURVEY CONTROL
 PR0778  ___________________________________________________________________
 PR0778* NAD 83(1996)-  44 22 20.49313(N)    096 10 41.36439(W)     ADJUSTED  
 PR0778* NAVD 88     -       510.57   (+/-2cm)    1675.1    (feet)  VERTCON   
 PR0778  ___________________________________________________________________
 PR0778  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 PR0778  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 PR0778
 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.The vertical order pertains to the NGVD 29 superseded value.
 PR0778
 PR0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 PR0778
 PR0778.The geoid height was determined by GEOID03.
 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;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     -   0.99992405  x   0.99992457  =   0.99984863
 PR0778!UTM  14      -   0.99992405  x   1.00022164  =   1.00014567
 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: 14TQQ2482117105(NAD 83)
 PR0778_MARKER: DB = BENCH MARK DISK
 PR0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0778_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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
 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---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2086 ***********************************************************************
 QO2086  DESIGNATION -  17 WHV
 QO2086  PID         -  QO2086
 QO2086  STATE/COUNTY-  MN/ANOKA
 QO2086  USGS QUAD   -  ANOKA (1993)
 QO2086
 QO2086                         *CURRENT SURVEY CONTROL
 QO2086  ___________________________________________________________________
 QO2086* NAD 83(1986)-  45 14 54.     (N)    093 24 16.     (W)     SCALED    
 QO2086* NAVD 88     -       270.961  (meters)     888.98   (feet)  ADJUSTED  
 QO2086  ___________________________________________________________________
 QO2086  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 QO2086  DYNAMIC HT  -         270.938 (meters)     888.90  (feet)  COMP
 QO2086  MODELED GRAV-     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
 QO2086.and adjusted by the National Geodetic Survey in June 1991..
 QO2086
 QO2086.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1517 ***********************************************************************
 PQ1517  DESIGNATION -  170 ES
 PQ1517  PID         -  PQ1517
 PQ1517  STATE/COUNTY-  MN/MCLEOD
 PQ1517  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1517
 PQ1517                         *CURRENT SURVEY CONTROL
 PQ1517  ___________________________________________________________________
 PQ1517* NAD 83(1986)-  44 53 44.     (N)    094 22 08.     (W)     SCALED    
 PQ1517* NAVD 88     -       316.978  (meters)    1039.95   (feet)  ADJUSTED  
 PQ1517  ___________________________________________________________________
 PQ1517  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 PQ1517  DYNAMIC HT  -         316.949 (meters)    1039.86  (feet)  COMP
 PQ1517  MODELED GRAV-     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
 PQ1517.and adjusted by the National Geodetic Survey in June 1995..
 PQ1517
 PQ1517.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DH3889 ***********************************************************************
 DH3889  DESIGNATION -  1701 A
 DH3889  PID         -  DH3889
 DH3889  STATE/COUNTY-  MN/COTTONWOOD
 DH3889  USGS QUAD   -  WESTBROOK (1980)
 DH3889
 DH3889                         *CURRENT SURVEY CONTROL
 DH3889  ___________________________________________________________________
 DH3889* NAD 83(1996)-  44 02 10.19567(N)    095 26 46.30564(W)     ADJUSTED  
 DH3889* NAVD 88     -       430.1    (meters)    1411.     (feet)  GPS OBS   
 DH3889  ___________________________________________________________________
 DH3889  X           -    -435,923.641 (meters)                     COMP
 DH3889  Y           -  -4,572,240.145 (meters)                     COMP
 DH3889  Z           -   4,411,261.672 (meters)                     COMP
 DH3889  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 DH3889  ELLIP HEIGHT-         403.27  (meters)          (05/30/05) GPS OBS
 DH3889  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DH3889
 DH3889  HORZ ORDER  -  FIRST
 DH3889  ELLP ORDER  -  THIRD     CLASS II
 DH3889
 DH3889.The horizontal coordinates were established by GPS observations
 DH3889.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3889
 DH3889.The orthometric height was determined by GPS observations and a
 DH3889.high-resolution geoid model.
 DH3889
 DH3889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3889
 DH3889.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3889
 DH3889.The ellipsoidal height was determined by GPS observations
 DH3889.and is referenced to NAD 83.
 DH3889
 DH3889.The geoid height was determined by GEOID03.
 DH3889
 DH3889;                    North         East     Units Scale Factor Converg.
 DH3889;SPC MN S     -   216,155.679   684,087.890   MT  0.99995482   -1 00 49.2
 DH3889;UTM  15      - 4,878,799.013   303,995.486   MT  1.00007252   -1 42 03.3
 DH3889
 DH3889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3889!SPC MN S     -   0.99993677  x   0.99995482  =   0.99989159
 DH3889!UTM  15      -   0.99993677  x   1.00007252  =   1.00000928
 DH3889
 DH3889                          SUPERSEDED SURVEY CONTROL
 DH3889
 DH3889.No superseded survey control is available for this station.
 DH3889
 DH3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0399578799(NAD 83)
 DH3889_MARKER: DB = BENCH MARK DISK
 DH3889_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DH3889_STAMPING: 1701 A
 DH3889_MARK LOGO: MNHD  
 DH3889_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DH3889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3889+STABILITY: SURFACE MOTION
 DH3889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3889+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 DH3889
 DH3889  HISTORY     - Date     Condition        Report By
 DH3889  HISTORY     - 1954     MONUMENTED       MNHD
 DH3889  HISTORY     - 20040630 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3890 ***********************************************************************
 DH3890  DESIGNATION -  1701 H
 DH3890  PID         -  DH3890
 DH3890  STATE/COUNTY-  MN/COTTONWOOD
 DH3890  USGS QUAD   -  STORDEN (1967)
 DH3890
 DH3890                         *CURRENT SURVEY CONTROL
 DH3890  ___________________________________________________________________
 DH3890* NAD 83(1996)-  44 03 01.15913(N)    095 16 50.20865(W)     ADJUSTED  
 DH3890* NAVD 88     -       445.4    (meters)    1461.     (feet)  GPS OBS   
 DH3890  ___________________________________________________________________
 DH3890  X           -    -422,608.600 (meters)                     COMP
 DH3890  Y           -  -4,572,402.704 (meters)                     COMP
 DH3890  Z           -   4,412,402.927 (meters)                     COMP
 DH3890  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 DH3890  ELLIP HEIGHT-         418.38  (meters)          (05/30/05) GPS OBS
 DH3890  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DH3890
 DH3890  HORZ ORDER  -  FIRST
 DH3890  ELLP ORDER  -  THIRD     CLASS II
 DH3890
 DH3890.The horizontal coordinates were established by GPS observations
 DH3890.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3890
 DH3890.The orthometric height was determined by GPS observations and a
 DH3890.high-resolution geoid model.
 DH3890
 DH3890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3890
 DH3890.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3890
 DH3890.The ellipsoidal height was determined by GPS observations
 DH3890.and is referenced to NAD 83.
 DH3890
 DH3890.The geoid height was determined by GEOID03.
 DH3890
 DH3890;                    North         East     Units Scale Factor Converg.
 DH3890;SPC MN S     -   217,507.030   697,382.755   MT  0.99995285   -0 53 51.4
 DH3890;UTM  15      - 4,879,990.760   317,306.778   MT  1.00001052   -1 35 10.0
 DH3890
 DH3890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3890!SPC MN S     -   0.99993440  x   0.99995285  =   0.99988725
 DH3890!UTM  15      -   0.99993440  x   1.00001052  =   0.99994492
 DH3890
 DH3890                          SUPERSEDED SURVEY CONTROL
 DH3890
 DH3890.No superseded survey control is available for this station.
 DH3890
 DH3890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1730779991(NAD 83)
 DH3890_MARKER: DB = BENCH MARK DISK
 DH3890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3890_STAMPING: 1701 H
 DH3890_MARK LOGO: MNHD  
 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     - 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 (2006)
 DH3890
 DH3890'RECOVERY NOTE BY DUCKS UNLIMITED 2006 (GLJ)
 DH3890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3891 ***********************************************************************
 DH3891  DESIGNATION -  1701 Q
 DH3891  PID         -  DH3891
 DH3891  STATE/COUNTY-  MN/COTTONWOOD
 DH3891  USGS QUAD   -  JEFFERS (1980)
 DH3891
 DH3891                         *CURRENT SURVEY CONTROL
 DH3891  ___________________________________________________________________
 DH3891* NAD 83(1996)-  44 03 01.89221(N)    095 09 37.34060(W)     ADJUSTED  
 DH3891* NAVD 88     -       442.7    (meters)    1452.     (feet)  GPS OBS   
 DH3891  ___________________________________________________________________
 DH3891  X           -    -413,010.417 (meters)                     COMP
 DH3891  Y           -  -4,573,261.821 (meters)                     COMP
 DH3891  Z           -   4,412,417.216 (meters)                     COMP
 DH3891  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 DH3891  ELLIP HEIGHT-         415.54  (meters)          (05/30/05) GPS OBS
 DH3891  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DH3891
 DH3891  HORZ ORDER  -  FIRST
 DH3891  ELLP ORDER  -  THIRD     CLASS II
 DH3891
 DH3891.The horizontal coordinates were established by GPS observations
 DH3891.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3891
 DH3891.The orthometric height was determined by GPS observations and a
 DH3891.high-resolution geoid model.
 DH3891
 DH3891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3891
 DH3891.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3891
 DH3891.The ellipsoidal height was determined by GPS observations
 DH3891.and is referenced to NAD 83.
 DH3891
 DH3891.The geoid height was determined by GEOID03.
 DH3891
 DH3891;                    North         East     Units Scale Factor Converg.
 DH3891;SPC MN S     -   217,385.792   707,017.474   MT  0.99995283   -0 48 48.0
 DH3891;UTM  15      - 4,879,753.696   326,939.695   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  =   0.99988768
 DH3891!UTM  15      -   0.99993485  x   0.99996836  =   0.99990321
 DH3891
 DH3891                          SUPERSEDED SURVEY CONTROL
 DH3891
 DH3891.No superseded survey control is available for this station.
 DH3891
 DH3891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2694079754(NAD 83)
 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_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DH3891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3891+STABILITY: SURFACE MOTION
 DH3891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3891+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 DH3891
 DH3891  HISTORY     - Date     Condition        Report By
 DH3891  HISTORY     - 1954     MONUMENTED       MNHD
 DH3891  HISTORY     - 20040630 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1311 ***********************************************************************
 PQ1311  DESIGNATION -  1701 R
 PQ1311  PID         -  PQ1311
 PQ1311  STATE/COUNTY-  MN/COTTONWOOD
 PQ1311  USGS QUAD   -  JEFFERS (1980)
 PQ1311
 PQ1311                         *CURRENT SURVEY CONTROL
 PQ1311  ___________________________________________________________________
 PQ1311* NAD 83(1986)-  44 03 02.     (N)    095 08 25.     (W)     SCALED    
 PQ1311* NAVD 88     -       441.203  (meters)    1447.51   (feet)  ADJUSTED  
 PQ1311  ___________________________________________________________________
 PQ1311  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 PQ1311  DYNAMIC HT  -         441.116 (meters)    1447.23  (feet)  COMP
 PQ1311  MODELED GRAV-     980,408.0   (mgal)                       NAVD 88
 PQ1311
 PQ1311  VERT ORDER  -  SECOND    CLASS I
 PQ1311
 PQ1311.The horizontal coordinates were scaled from a topographic map and have
 PQ1311.an estimated accuracy of +/- 6 seconds.
 PQ1311
 PQ1311.The orthometric height was determined by differential leveling
 PQ1311.and adjusted by the National Geodetic Survey in June 1995..
 PQ1311
 PQ1311.The geoid height was determined by GEOID03.
 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     -   217,370.      708,630.      MT  (+/- 180 meters Scaled)
 PQ1311
 PQ1311                          SUPERSEDED SURVEY CONTROL
 PQ1311
 PQ1311.No superseded survey control is available for this station.
 PQ1311
 PQ1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ285797(NAD 83)
 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_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1311+STABILITY: SURFACE MOTION
 PQ1311
 PQ1311  HISTORY     - Date     Condition        Report By
 PQ1311  HISTORY     - 1948     MONUMENTED       MNHD
 PQ1311  HISTORY     - 19810401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1310 ***********************************************************************
 PQ1310  DESIGNATION -  1701 S
 PQ1310  PID         -  PQ1310
 PQ1310  STATE/COUNTY-  MN/COTTONWOOD
 PQ1310  USGS QUAD   -  JEFFERS (1980)
 PQ1310
 PQ1310                         *CURRENT SURVEY CONTROL
 PQ1310  ___________________________________________________________________
 PQ1310* NAD 83(1986)-  44 03 02.     (N)    095 07 46.     (W)     SCALED    
 PQ1310* NAVD 88     -       436.159  (meters)    1430.96   (feet)  ADJUSTED  
 PQ1310  ___________________________________________________________________
 PQ1310  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 PQ1310  DYNAMIC HT  -         436.072 (meters)    1430.68  (feet)  COMP
 PQ1310  MODELED GRAV-     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
 PQ1310.and adjusted by the National Geodetic Survey in June 1995..
 PQ1310
 PQ1310.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1309 ***********************************************************************
 PQ1309  DESIGNATION -  1701 T
 PQ1309  PID         -  PQ1309
 PQ1309  STATE/COUNTY-  MN/COTTONWOOD
 PQ1309  USGS QUAD   -  SANBORN SE (1967)
 PQ1309
 PQ1309                         *CURRENT SURVEY CONTROL
 PQ1309  ___________________________________________________________________
 PQ1309* NAD 83(1986)-  44 03 01.     (N)    095 07 13.     (W)     SCALED    
 PQ1309* NAVD 88     -       440.095  (meters)    1443.88   (feet)  ADJUSTED  
 PQ1309  ___________________________________________________________________
 PQ1309  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 PQ1309  DYNAMIC HT  -         440.008 (meters)    1443.59  (feet)  COMP
 PQ1309  MODELED GRAV-     980,407.6   (mgal)                       NAVD 88
 PQ1309
 PQ1309  VERT ORDER  -  SECOND    CLASS I
 PQ1309
 PQ1309.The horizontal coordinates were scaled from a topographic map and have
 PQ1309.an estimated accuracy of +/- 6 seconds.
 PQ1309
 PQ1309.The orthometric height was determined by differential leveling
 PQ1309.and adjusted by the National Geodetic Survey in June 1995..
 PQ1309
 PQ1309.The geoid height was determined by GEOID03.
 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     -   217,310.      710,230.      MT  (+/- 180 meters Scaled)
 PQ1309
 PQ1309                          SUPERSEDED SURVEY CONTROL
 PQ1309
 PQ1309.No superseded survey control is available for this station.
 PQ1309
 PQ1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ301796(NAD 83)
 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
 PQ1309  HISTORY     - Date     Condition        Report By
 PQ1309  HISTORY     - 1948     MONUMENTED       MNHD
 PQ1309  HISTORY     - 19810401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1314 ***********************************************************************
 PQ1314  DESIGNATION -  1702 A
 PQ1314  PID         -  PQ1314
 PQ1314  STATE/COUNTY-  MN/COTTONWOOD
 PQ1314  USGS QUAD   -  SANBORN SE (1967)
 PQ1314
 PQ1314                         *CURRENT SURVEY CONTROL
 PQ1314  ___________________________________________________________________
 PQ1314* NAD 83(1986)-  44 03 01.     (N)    095 05 58.     (W)     SCALED    
 PQ1314* NAVD 88     -       435.150  (meters)    1427.65   (feet)  ADJUSTED  
 PQ1314  ___________________________________________________________________
 PQ1314  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 PQ1314  DYNAMIC HT  -         435.064 (meters)    1427.37  (feet)  COMP
 PQ1314  MODELED GRAV-     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
 PQ1314.and adjusted by the National Geodetic Survey in June 1995..
 PQ1314
 PQ1314.The geoid height was determined by GEOID03.
 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: 15TUJ318796(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1313 ***********************************************************************
 PQ1313  DESIGNATION -  1702 A 1
 PQ1313  PID         -  PQ1313
 PQ1313  STATE/COUNTY-  MN/COTTONWOOD
 PQ1313  USGS QUAD   -  SANBORN SE (1967)
 PQ1313
 PQ1313                         *CURRENT SURVEY CONTROL
 PQ1313  ___________________________________________________________________
 PQ1313* NAD 83(1986)-  44 03 01.     (N)    095 06 34.     (W)     SCALED    
 PQ1313* NAVD 88     -       435.191  (meters)    1427.79   (feet)  ADJUSTED  
 PQ1313  ___________________________________________________________________
 PQ1313  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 PQ1313  DYNAMIC HT  -         435.105 (meters)    1427.51  (feet)  COMP
 PQ1313  MODELED GRAV-     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
 PQ1313.and adjusted by the National Geodetic Survey in June 1995..
 PQ1313
 PQ1313.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DH3892 ***********************************************************************
 DH3892  DESIGNATION -  1702 G
 DH3892  PID         -  DH3892
 DH3892  STATE/COUNTY-  MN/COTTONWOOD
 DH3892  USGS QUAD   -  SANBORN SE (1967)
 DH3892
 DH3892                         *CURRENT SURVEY CONTROL
 DH3892  ___________________________________________________________________
 DH3892* NAD 83(1996)-  44 02 59.45718(N)    095 02 23.09504(W)     ADJUSTED  
 DH3892* NAVD 88     -       400.4    (meters)    1314.     (feet)  GPS OBS   
 DH3892  ___________________________________________________________________
 DH3892  X           -    -403,383.410 (meters)                     COMP
 DH3892  Y           -  -4,574,142.803 (meters)                     COMP
 DH3892  Z           -   4,412,333.631 (meters)                     COMP
 DH3892  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 DH3892  ELLIP HEIGHT-         373.02  (meters)          (05/30/05) GPS OBS
 DH3892  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DH3892
 DH3892  HORZ ORDER  -  FIRST
 DH3892  ELLP ORDER  -  THIRD     CLASS II
 DH3892
 DH3892.The horizontal coordinates were established by GPS observations
 DH3892.and adjusted by the MN DEPT OF TRANSP in May 2005..
 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 DEFLEC99 derived deflections.
 DH3892
 DH3892.The ellipsoidal height was determined by GPS observations
 DH3892.and is referenced to NAD 83.
 DH3892
 DH3892.The geoid height was determined by GEOID03.
 DH3892
 DH3892;                    North         East     Units Scale Factor Converg.
 DH3892;SPC MN S     -   217,180.567   716,681.746   MT  0.99995292   -0 43 43.6
 DH3892;UTM  15      - 4,879,432.201   336,600.752   MT  0.99992838   -1 25 06.7
 DH3892
 DH3892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3892!SPC MN S     -   0.99994151  x   0.99995292  =   0.99989444
 DH3892!UTM  15      -   0.99994151  x   0.99992838  =   0.99986990
 DH3892
 DH3892                          SUPERSEDED SURVEY CONTROL
 DH3892
 DH3892.No superseded survey control is available for this station.
 DH3892
 DH3892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3660179432(NAD 83)
 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 = OCTOBER  6, 2006
 DH3893 ***********************************************************************
 DH3893  DESIGNATION -  1702 Q
 DH3893  PID         -  DH3893
 DH3893  STATE/COUNTY-  MN/COTTONWOOD
 DH3893  USGS QUAD   -  COMFREY (1967)
 DH3893
 DH3893                         *CURRENT SURVEY CONTROL
 DH3893  ___________________________________________________________________
 DH3893* NAD 83(1996)-  44 03 01.31924(N)    094 54 34.07781(W)     ADJUSTED  
 DH3893* NAVD 88     -       363.8    (meters)    1194.     (feet)  GPS OBS   
 DH3893  ___________________________________________________________________
 DH3893  X           -    -392,975.735 (meters)                     COMP
 DH3893  Y           -  -4,574,982.068 (meters)                     COMP
 DH3893  Z           -   4,412,349.375 (meters)                     COMP
 DH3893  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 DH3893  ELLIP HEIGHT-         336.25  (meters)          (05/30/05) GPS OBS
 DH3893  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DH3893
 DH3893  HORZ ORDER  -  FIRST
 DH3893  ELLP ORDER  -  THIRD     CLASS II
 DH3893
 DH3893.The horizontal coordinates were established by GPS observations
 DH3893.and adjusted by the MN DEPT OF TRANSP in May 2005..
 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 DEFLEC99 derived deflections.
 DH3893
 DH3893.The ellipsoidal height was determined by GPS observations
 DH3893.and is referenced to NAD 83.
 DH3893
 DH3893.The geoid height was determined by GEOID03.
 DH3893
 DH3893;                    North         East     Units Scale Factor Converg.
 DH3893;SPC MN S     -   217,113.558   727,121.866   MT  0.99995285   -0 38 14.9
 DH3893;UTM  15      - 4,879,239.468   347,038.838   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  =   0.99990013
 DH3893!UTM  15      -   0.99994728  x   0.99988777  =   0.99983505
 DH3893
 DH3893                          SUPERSEDED SURVEY CONTROL
 DH3893
 DH3893.No superseded survey control is available for this station.
 DH3893
 DH3893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4703979239(NAD 83)
 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 = OCTOBER  6, 2006
 OP0381 ***********************************************************************
 OP0381  DESIGNATION -  1703 A RESET
 OP0381  PID         -  OP0381
 OP0381  STATE/COUNTY-  MN/COTTONWOOD
 OP0381  USGS QUAD   -  WINDOM (1970)
 OP0381
 OP0381                         *CURRENT SURVEY CONTROL
 OP0381  ___________________________________________________________________
 OP0381* NAD 83(1986)-  43 51 30.     (N)    095 06 54.     (W)     SCALED    
 OP0381* NAVD 88     -       413.671  (meters)    1357.19   (feet)  ADJUSTED  
 OP0381  ___________________________________________________________________
 OP0381  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 OP0381  DYNAMIC HT  -         413.581 (meters)    1356.89  (feet)  COMP
 OP0381  MODELED GRAV-     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
 OP0381.and adjusted by the National Geodetic Survey in June 1991..
 OP0381
 OP0381.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0389 ***********************************************************************
 OP0389  DESIGNATION -  1703 B
 OP0389  PID         -  OP0389
 OP0389  STATE/COUNTY-  MN/COTTONWOOD
 OP0389  USGS QUAD   -  BINGHAM LAKE (1970)
 OP0389
 OP0389                         *CURRENT SURVEY CONTROL
 OP0389  ___________________________________________________________________
 OP0389* NAD 83(1986)-  43 53 06.     (N)    095 05 57.     (W)     SCALED    
 OP0389* NAVD 88     -       420.950  (meters)    1381.07   (feet)  ADJUSTED  
 OP0389  ___________________________________________________________________
 OP0389  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 OP0389  DYNAMIC HT  -         420.860 (meters)    1380.77  (feet)  COMP
 OP0389  MODELED GRAV-     980,392.5   (mgal)                       NAVD 88
 OP0389
 OP0389  VERT ORDER  -  SECOND    CLASS 0
 OP0389
 OP0389.The horizontal coordinates were scaled from a topographic map and have
 OP0389.an estimated accuracy of +/- 6 seconds.
 OP0389
 OP0389.The orthometric height was determined by differential leveling
 OP0389.and adjusted by the National Geodetic Survey in June 1991..
 OP0389
 OP0389.The geoid height was determined by GEOID03.
 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     -   198,930.      711,670.      MT  (+/- 180 meters Scaled)
 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: 15TUJ313612(NAD 83)
 OP0389_MARKER: DD = SURVEY DISK
 OP0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0389_STAMPING: 1703-B 1970
 OP0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0389+STABILITY: SURFACE MOTION
 OP0389
 OP0389  HISTORY     - Date     Condition        Report By
 OP0389  HISTORY     - 1970     MONUMENTED       MNDT
 OP0389  HISTORY     - 1972     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0390 ***********************************************************************
 OP0390  DESIGNATION -  1703 B 1
 OP0390  PID         -  OP0390
 OP0390  STATE/COUNTY-  MN/COTTONWOOD
 OP0390  USGS QUAD   -  BINGHAM LAKE (1970)
 OP0390
 OP0390                         *CURRENT SURVEY CONTROL
 OP0390  ___________________________________________________________________
 OP0390* NAD 83(1986)-  43 53 11.     (N)    095 05 50.     (W)     SCALED    
 OP0390* NAVD 88     -       418.946  (meters)    1374.49   (feet)  ADJUSTED  
 OP0390  ___________________________________________________________________
 OP0390  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 OP0390  DYNAMIC HT  -         418.857 (meters)    1374.20  (feet)  COMP
 OP0390  MODELED GRAV-     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
 OP0390.and adjusted by the National Geodetic Survey in June 1991..
 OP0390
 OP0390.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0391 ***********************************************************************
 OP0391  DESIGNATION -  1703 C
 OP0391  PID         -  OP0391
 OP0391  STATE/COUNTY-  MN/COTTONWOOD
 OP0391  USGS QUAD   -  BINGHAM LAKE (1970)
 OP0391
 OP0391                         *CURRENT SURVEY CONTROL
 OP0391  ___________________________________________________________________
 OP0391* NAD 83(1986)-  43 53 30.     (N)    095 05 15.     (W)     SCALED    
 OP0391* NAVD 88     -       432.663  (meters)    1419.50   (feet)  ADJUSTED  
 OP0391  ___________________________________________________________________
 OP0391  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 OP0391  DYNAMIC HT  -         432.571 (meters)    1419.19  (feet)  COMP
 OP0391  MODELED GRAV-     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
 OP0391.and adjusted by the National Geodetic Survey in June 1991..
 OP0391
 OP0391.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0393 ***********************************************************************
 OP0393  DESIGNATION -  1703 D
 OP0393  PID         -  OP0393
 OP0393  STATE/COUNTY-  MN/COTTONWOOD
 OP0393  USGS QUAD   -  BINGHAM LAKE (1970)
 OP0393
 OP0393                         *CURRENT SURVEY CONTROL
 OP0393  ___________________________________________________________________
 OP0393* NAD 83(1986)-  43 54 08.     (N)    095 03 31.     (W)     SCALED    
 OP0393* NAVD 88     -       435.228  (meters)    1427.91   (feet)  ADJUSTED  
 OP0393  ___________________________________________________________________
 OP0393  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 OP0393  DYNAMIC HT  -         435.136 (meters)    1427.61  (feet)  COMP
 OP0393  MODELED GRAV-     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
 OP0393.and adjusted by the National Geodetic Survey in June 1991..
 OP0393
 OP0393.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0207 ***********************************************************************
 OP0207  DESIGNATION -  1703 H
 OP0207  PID         -  OP0207
 OP0207  STATE/COUNTY-  MN/COTTONWOOD
 OP0207  USGS QUAD   -  MOUNTAIN LAKE (1977)
 OP0207
 OP0207                         *CURRENT SURVEY CONTROL
 OP0207  ___________________________________________________________________
 OP0207* NAD 83(1986)-  43 56 45.     (N)    094 56 20.     (W)     SCALED    
 OP0207* NAVD 88     -       388.385  (meters)    1274.23   (feet)  ADJUSTED  
 OP0207  ___________________________________________________________________
 OP0207  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 OP0207  DYNAMIC HT  -         388.306 (meters)    1273.97  (feet)  COMP
 OP0207  MODELED GRAV-     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
 OP0207.and adjusted by the National Geodetic Survey in June 1991..
 OP0207
 OP0207.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0206 ***********************************************************************
 OP0206  DESIGNATION -  1703 H 1
 OP0206  PID         -  OP0206
 OP0206  STATE/COUNTY-  MN/COTTONWOOD
 OP0206  USGS QUAD   -  MOUNTAIN LAKE (1977)
 OP0206
 OP0206                         *CURRENT SURVEY CONTROL
 OP0206  ___________________________________________________________________
 OP0206* NAD 83(1986)-  43 55 59.     (N)    094 56 37.     (W)     SCALED    
 OP0206* NAVD 88     -       395.471  (meters)    1297.47   (feet)  ADJUSTED  
 OP0206  ___________________________________________________________________
 OP0206  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 OP0206  DYNAMIC HT  -         395.390 (meters)    1297.21  (feet)  COMP
 OP0206  MODELED GRAV-     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
 OP0206.and adjusted by the National Geodetic Survey in June 1991..
 OP0206
 OP0206.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OP0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0206_SP_SET: CULVERT
 OP0206_STAMPING: 1703-H1 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 = OCTOBER  6, 2006
 OP0208 ***********************************************************************
 OP0208  DESIGNATION -  1703 J
 OP0208  PID         -  OP0208
 OP0208  STATE/COUNTY-  MN/COTTONWOOD
 OP0208  USGS QUAD   -  MOUNTAIN LAKE (1977)
 OP0208
 OP0208                         *CURRENT SURVEY CONTROL
 OP0208  ___________________________________________________________________
 OP0208* NAD 83(1986)-  43 56 51.     (N)    094 55 10.     (W)     SCALED    
 OP0208* NAVD 88     -       387.876  (meters)    1272.56   (feet)  ADJUSTED  
 OP0208  ___________________________________________________________________
 OP0208  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 OP0208  DYNAMIC HT  -         387.798 (meters)    1272.30  (feet)  COMP
 OP0208  MODELED GRAV-     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
 OP0208.and adjusted by the National Geodetic Survey in June 1991..
 OP0208
 OP0208.The geoid height was determined by GEOID03.
 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)  387.77   (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_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 = OCTOBER  6, 2006
 OP0209 ***********************************************************************
 OP0209  DESIGNATION -  1703 J 1
 OP0209  PID         -  OP0209
 OP0209  STATE/COUNTY-  MN/COTTONWOOD
 OP0209  USGS QUAD   -  MOUNTAIN LAKE (1977)
 OP0209
 OP0209                         *CURRENT SURVEY CONTROL
 OP0209  ___________________________________________________________________
 OP0209* NAD 83(1986)-  43 56 30.     (N)    094 55 19.     (W)     SCALED    
 OP0209* NAVD 88     -       395.824  (meters)    1298.63   (feet)  ADJUSTED  
 OP0209  ___________________________________________________________________
 OP0209  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 OP0209  DYNAMIC HT  -         395.744 (meters)    1298.37  (feet)  COMP
 OP0209  MODELED GRAV-     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
 OP0209.and adjusted by the National Geodetic Survey in June 1991..
 OP0209
 OP0209.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0213 ***********************************************************************
 OP0213  DESIGNATION -  1703 K
 OP0213  PID         -  OP0213
 OP0213  STATE/COUNTY-  MN/COTTONWOOD
 OP0213  USGS QUAD   -  MOUNTAIN LAKE (1977)
 OP0213
 OP0213                         *CURRENT SURVEY CONTROL
 OP0213  ___________________________________________________________________
 OP0213* NAD 83(1986)-  43 56 38.     (N)    094 53 11.     (W)     SCALED    
 OP0213* NAVD 88     -       387.711  (meters)    1272.02   (feet)  ADJUSTED  
 OP0213  ___________________________________________________________________
 OP0213  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 OP0213  DYNAMIC HT  -         387.633 (meters)    1271.76  (feet)  COMP
 OP0213  MODELED GRAV-     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
 OP0213.and adjusted by the National Geodetic Survey in June 1991..
 OP0213
 OP0213.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0214 ***********************************************************************
 OP0214  DESIGNATION -  1703 L
 OP0214  PID         -  OP0214
 OP0214  STATE/COUNTY-  MN/COTTONWOOD
 OP0214  USGS QUAD   -  MOUNTAIN LAKE (1977)
 OP0214
 OP0214                         *CURRENT SURVEY CONTROL
 OP0214  ___________________________________________________________________
 OP0214* NAD 83(1986)-  43 56 42.     (N)    094 52 45.     (W)     SCALED    
 OP0214* NAVD 88     -       390.579  (meters)    1281.42   (feet)  ADJUSTED  
 OP0214  ___________________________________________________________________
 OP0214  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 OP0214  DYNAMIC HT  -         390.501 (meters)    1281.17  (feet)  COMP
 OP0214  MODELED GRAV-     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
 OP0214.and adjusted by the National Geodetic Survey in June 1991..
 OP0214
 OP0214.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1323 ***********************************************************************
 OP1323  DESIGNATION -  1704 Z
 OP1323  PID         -  OP1323
 OP1323  STATE/COUNTY-  MN/COTTONWOOD
 OP1323  USGS QUAD   -  WINDOM (1970)
 OP1323
 OP1323                         *CURRENT SURVEY CONTROL
 OP1323  ___________________________________________________________________
 OP1323* NAD 83(1986)-  43 51 46.     (N)    095 07 11.     (W)     SCALED    
 OP1323* NAVD 88     -       414.543  (meters)    1360.05   (feet)  ADJUSTED  
 OP1323  ___________________________________________________________________
 OP1323  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 OP1323  DYNAMIC HT  -         414.454 (meters)    1359.75  (feet)  COMP
 OP1323  MODELED GRAV-     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
 OP1323.and adjusted by the National Geodetic Survey in June 1995..
 OP1323
 OP1323.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0376 ***********************************************************************
 OP0376  DESIGNATION -  1705 A
 OP0376  PID         -  OP0376
 OP0376  STATE/COUNTY-  MN/COTTONWOOD
 OP0376  USGS QUAD   -  WINDOM (1970)
 OP0376
 OP0376                         *CURRENT SURVEY CONTROL
 OP0376  ___________________________________________________________________
 OP0376* NAD 83(1986)-  43 50 56.     (N)    095 06 18.     (W)     SCALED    
 OP0376* NAVD 88     -       412.236  (meters)    1352.48   (feet)  ADJUSTED  
 OP0376  ___________________________________________________________________
 OP0376  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 OP0376  DYNAMIC HT  -         412.146 (meters)    1352.18  (feet)  COMP
 OP0376  MODELED GRAV-     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
 OP0376.and adjusted by the National Geodetic Survey in June 1995..
 OP0376
 OP0376.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 OP0378 ***********************************************************************
 OP0378  DESIGNATION -  1705 A 1
 OP0378  PID         -  OP0378
 OP0378  STATE/COUNTY-  MN/COTTONWOOD
 OP0378  USGS QUAD   -  WINDOM (1970)
 OP0378
 OP0378                         *CURRENT SURVEY CONTROL
 OP0378  ___________________________________________________________________
 OP0378* NAD 83(1986)-  43 51 23.     (N)    095 06 05.     (W)     SCALED    
 OP0378* NAVD 88     -       423.733  (meters)    1390.20   (feet)  ADJUSTED  
 OP0378  ___________________________________________________________________
 OP0378  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 OP0378  DYNAMIC HT  -         423.642 (meters)    1389.90  (feet)  COMP
 OP0378  MODELED GRAV-     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
 OP0378.and adjusted by the National Geodetic Survey in June 1991..
 OP0378
 OP0378.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0379 ***********************************************************************
 OP0379  DESIGNATION -  1705 A 2
 OP0379  PID         -  OP0379
 OP0379  STATE/COUNTY-  MN/COTTONWOOD
 OP0379  USGS QUAD   -  WINDOM (1970)
 OP0379
 OP0379                         *CURRENT SURVEY CONTROL
 OP0379  ___________________________________________________________________
 OP0379* NAD 83(1986)-  43 51 45.     (N)    095 06 18.     (W)     SCALED    
 OP0379* NAVD 88     -       422.817  (meters)    1387.19   (feet)  ADJUSTED  
 OP0379  ___________________________________________________________________
 OP0379  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 OP0379  DYNAMIC HT  -         422.725 (meters)    1386.89  (feet)  COMP
 OP0379  MODELED GRAV-     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
 OP0379.and adjusted by the National Geodetic Survey in June 1991..
 OP0379
 OP0379.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0375 ***********************************************************************
 OP0375  DESIGNATION -  1705 B
 OP0375  PID         -  OP0375
 OP0375  STATE/COUNTY-  MN/COTTONWOOD
 OP0375  USGS QUAD   -  WINDOM (1970)
 OP0375
 OP0375                         *CURRENT SURVEY CONTROL
 OP0375  ___________________________________________________________________
 OP0375* NAD 83(1986)-  43 51 10.     (N)    095 06 53.     (W)     SCALED    
 OP0375* NAVD 88     -       419.409  (meters)    1376.01   (feet)  ADJUSTED  
 OP0375  ___________________________________________________________________
 OP0375  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 OP0375  DYNAMIC HT  -         419.318 (meters)    1375.71  (feet)  COMP
 OP0375  MODELED GRAV-     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
 OP0375.and adjusted by the National Geodetic Survey in June 1991..
 OP0375
 OP0375.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 OP0375_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 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 = OCTOBER  6, 2006
 OP1322 ***********************************************************************
 OP1322  DESIGNATION -  1706 A RESET
 OP1322  PID         -  OP1322
 OP1322  STATE/COUNTY-  MN/COTTONWOOD
 OP1322  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1322
 OP1322                         *CURRENT SURVEY CONTROL
 OP1322  ___________________________________________________________________
 OP1322* NAD 83(1986)-  43 52 36.     (N)    095 06 50.     (W)     SCALED    
 OP1322* NAVD 88     -       415.439  (meters)    1362.99   (feet)  ADJUSTED  
 OP1322  ___________________________________________________________________
 OP1322  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 OP1322  DYNAMIC HT  -         415.350 (meters)    1362.69  (feet)  COMP
 OP1322  MODELED GRAV-     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
 OP1322.and adjusted by the National Geodetic Survey in June 1995..
 OP1322
 OP1322.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 OP1322_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 OP0385 ***********************************************************************
 OP0385  DESIGNATION -  1706 B
 OP0385  PID         -  OP0385
 OP0385  STATE/COUNTY-  MN/COTTONWOOD
 OP0385  USGS QUAD   -  BINGHAM LAKE (1970)
 OP0385
 OP0385                         *CURRENT SURVEY CONTROL
 OP0385  ___________________________________________________________________
 OP0385* NAD 83(1986)-  43 53 27.     (N)    095 07 12.     (W)     SCALED    
 OP0385* NAVD 88     -       429.184  (meters)    1408.08   (feet)  ADJUSTED  
 OP0385  ___________________________________________________________________
 OP0385  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 OP0385  DYNAMIC HT  -         429.092 (meters)    1407.78  (feet)  COMP
 OP0385  MODELED GRAV-     980,392.6   (mgal)                       NAVD 88
 OP0385
 OP0385  VERT ORDER  -  SECOND    CLASS 0
 OP0385
 OP0385.The horizontal coordinates were scaled from a topographic map and have
 OP0385.an estimated accuracy of +/- 6 seconds.
 OP0385
 OP0385.The orthometric height was determined by differential leveling
 OP0385.and adjusted by the National Geodetic Survey in June 1995..
 OP0385
 OP0385.The geoid height was determined by GEOID03.
 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     -   199,600.      710,010.      MT  (+/- 180 meters Scaled)
 OP0385
 OP0385                          SUPERSEDED SURVEY CONTROL
 OP0385
 OP0385  NAVD 88 (06/15/91)  429.146  (m)         1407.96   (f) UNKNOWN     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: 15TUJ297619(NAD 83)
 OP0385_MARKER: DB = BENCH MARK DISK
 OP0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0385_SP_SET: CONCRETE POST
 OP0385_STAMPING: 1706 B 1948
 OP0385_MARK LOGO: MNHD  
 OP0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0385+STABILITY: SURFACE MOTION
 OP0385
 OP0385  HISTORY     - Date     Condition        Report By
 OP0385  HISTORY     - 1948     MONUMENTED       MNHD
 OP0385  HISTORY     - 1972     GOOD             MNDT
 OP0385  HISTORY     - 19810401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0386 ***********************************************************************
 OP0386  DESIGNATION -  1706 C
 OP0386  PID         -  OP0386
 OP0386  STATE/COUNTY-  MN/COTTONWOOD
 OP0386  USGS QUAD   -  BINGHAM LAKE (1970)
 OP0386
 OP0386                         *CURRENT SURVEY CONTROL
 OP0386  ___________________________________________________________________
 OP0386* NAD 83(1986)-  43 54 00.     (N)    095 07 14.     (W)     SCALED    
 OP0386* NAVD 88     -       421.805  (meters)    1383.87   (feet)  ADJUSTED  
 OP0386  ___________________________________________________________________
 OP0386  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 OP0386  DYNAMIC HT  -         421.716 (meters)    1383.58  (feet)  COMP
 OP0386  MODELED GRAV-     980,393.2   (mgal)                       NAVD 88
 OP0386
 OP0386  VERT ORDER  -  SECOND    CLASS 0
 OP0386
 OP0386.The horizontal coordinates were scaled from a topographic map and have
 OP0386.an estimated accuracy of +/- 6 seconds.
 OP0386
 OP0386.The orthometric height was determined by differential leveling
 OP0386.and adjusted by the National Geodetic Survey in June 1991..
 OP0386
 OP0386.The geoid height was determined by GEOID03.
 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     -   200,620.      709,980.      MT  (+/- 180 meters Scaled)
 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: 15TUJ296629(NAD 83)
 OP0386_MARKER: DB = BENCH MARK DISK
 OP0386_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 OP1315 ***********************************************************************
 OP1315  DESIGNATION -  1706 E
 OP1315  PID         -  OP1315
 OP1315  STATE/COUNTY-  MN/COTTONWOOD
 OP1315  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1315
 OP1315                         *CURRENT SURVEY CONTROL
 OP1315  ___________________________________________________________________
 OP1315* NAD 83(1986)-  43 57 11.     (N)    095 07 12.     (W)     SCALED    
 OP1315* NAVD 88     -       433.877  (meters)    1423.48   (feet)  ADJUSTED  
 OP1315  ___________________________________________________________________
 OP1315  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 OP1315  DYNAMIC HT  -         433.786 (meters)    1423.18  (feet)  COMP
 OP1315  MODELED GRAV-     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
 OP1315.and adjusted by the National Geodetic Survey in June 1995..
 OP1315
 OP1315.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1310 ***********************************************************************
 OP1310  DESIGNATION -  1706 F
 OP1310  PID         -  OP1310
 OP1310  STATE/COUNTY-  MN/COTTONWOOD
 OP1310  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1310
 OP1310                         *CURRENT SURVEY CONTROL
 OP1310  ___________________________________________________________________
 OP1310* NAD 83(1986)-  43 59 54.     (N)    095 07 12.     (W)     SCALED    
 OP1310* NAVD 88     -       425.655  (meters)    1396.50   (feet)  ADJUSTED  
 OP1310  ___________________________________________________________________
 OP1310  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 OP1310  DYNAMIC HT  -         425.567 (meters)    1396.21  (feet)  COMP
 OP1310  MODELED GRAV-     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
 OP1310.and adjusted by the National Geodetic Survey in June 1995..
 OP1310
 OP1310.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1321 ***********************************************************************
 OP1321  DESIGNATION -  1706 G
 OP1321  PID         -  OP1321
 OP1321  STATE/COUNTY-  MN/COTTONWOOD
 OP1321  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1321
 OP1321                         *CURRENT SURVEY CONTROL
 OP1321  ___________________________________________________________________
 OP1321* NAD 83(1986)-  43 52 42.     (N)    095 07 07.     (W)     SCALED    
 OP1321* NAVD 88     -       431.044  (meters)    1414.18   (feet)  ADJUSTED  
 OP1321  ___________________________________________________________________
 OP1321  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 OP1321  DYNAMIC HT  -         430.952 (meters)    1413.88  (feet)  COMP
 OP1321  MODELED GRAV-     980,391.7   (mgal)                       NAVD 88
 OP1321
 OP1321  VERT ORDER  -  SECOND    CLASS I
 OP1321
 OP1321.The horizontal coordinates were scaled from a topographic map and have
 OP1321.an estimated accuracy of +/- 6 seconds.
 OP1321
 OP1321.The orthometric height was determined by differential leveling
 OP1321.and adjusted by the National Geodetic Survey in June 1995..
 OP1321
 OP1321.The geoid height was determined by GEOID03.
 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     -   198,210.      710,100.      MT  (+/- 180 meters Scaled)
 OP1321
 OP1321                          SUPERSEDED SURVEY CONTROL
 OP1321
 OP1321.No superseded survey control is available for this station.
 OP1321
 OP1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ297605(NAD 83)
 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 = OCTOBER  6, 2006
 OP1319 ***********************************************************************
 OP1319  DESIGNATION -  1706 H
 OP1319  PID         -  OP1319
 OP1319  STATE/COUNTY-  MN/COTTONWOOD
 OP1319  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1319
 OP1319                         *CURRENT SURVEY CONTROL
 OP1319  ___________________________________________________________________
 OP1319* NAD 83(1986)-  43 54 19.     (N)    095 07 11.     (W)     SCALED    
 OP1319* NAVD 88     -       429.687  (meters)    1409.73   (feet)  ADJUSTED  
 OP1319  ___________________________________________________________________
 OP1319  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 OP1319  DYNAMIC HT  -         429.596 (meters)    1409.43  (feet)  COMP
 OP1319  MODELED GRAV-     980,393.5   (mgal)                       NAVD 88
 OP1319
 OP1319  VERT ORDER  -  SECOND    CLASS I
 OP1319
 OP1319.The horizontal coordinates were scaled from a topographic map and have
 OP1319.an estimated accuracy of +/- 6 seconds.
 OP1319
 OP1319.The orthometric height was determined by differential leveling
 OP1319.and adjusted by the National Geodetic Survey in June 1995..
 OP1319
 OP1319.The geoid height was determined by GEOID03.
 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     -   201,200.      710,050.      MT  (+/- 180 meters Scaled)
 OP1319
 OP1319                          SUPERSEDED SURVEY CONTROL
 OP1319
 OP1319.No superseded survey control is available for this station.
 OP1319
 OP1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ297635(NAD 83)
 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 = OCTOBER  6, 2006
 OP1320 ***********************************************************************
 OP1320  DESIGNATION -  1706 H 1
 OP1320  PID         -  OP1320
 OP1320  STATE/COUNTY-  MN/COTTONWOOD
 OP1320  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1320
 OP1320                         *CURRENT SURVEY CONTROL
 OP1320  ___________________________________________________________________
 OP1320* NAD 83(1986)-  43 54 30.     (N)    095 06 29.     (W)     SCALED    
 OP1320* NAVD 88     -       427.622  (meters)    1402.96   (feet)  ADJUSTED  
 OP1320  ___________________________________________________________________
 OP1320  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 OP1320  DYNAMIC HT  -         427.532 (meters)    1402.66  (feet)  COMP
 OP1320  MODELED GRAV-     980,393.8   (mgal)                       NAVD 88
 OP1320
 OP1320  VERT ORDER  -  SECOND    CLASS I
 OP1320
 OP1320.This mark is at Windom Airport (MWM)
 OP1320
 OP1320.The horizontal coordinates were scaled from a topographic map and have
 OP1320.an estimated accuracy of +/- 6 seconds.
 OP1320
 OP1320.The orthometric height was determined by differential leveling
 OP1320.and adjusted by the National Geodetic Survey in June 1995..
 OP1320
 OP1320.The geoid height was determined by GEOID03.
 OP1320
 OP1320.The dynamic height is computed by dividing the NAVD 88
 OP1320.geopotential number by the normal gravity value computed on the
 OP1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1320.degrees latitude (g = 980.6199 gals.).
 OP1320
 OP1320.The modeled gravity was interpolated from observed gravity values.
 OP1320
 OP1320;                    North         East    Units  Estimated Accuracy
 OP1320;SPC MN S     -   201,530.      711,000.      MT  (+/- 180 meters Scaled)
 OP1320
 OP1320                          SUPERSEDED SURVEY CONTROL
 OP1320
 OP1320.No superseded survey control is available for this station.
 OP1320
 OP1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ307638(NAD 83)
 OP1320_MARKER: DV = VERTICAL CONTROL DISK
 OP1320_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1320_SP_SET: ALUMINUM ALLOY ROD
 OP1320_STAMPING: 1706 H 1 1981
 OP1320_MARK LOGO: MNDT  
 OP1320_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1320
 OP1320  HISTORY     - Date     Condition        Report By
 OP1320  HISTORY     - 1981     MONUMENTED       MNDT
 OP1320
 OP1320                          STATION DESCRIPTION
 OP1320
 OP1320'DESCRIBED BY MN DEPT OF TRANSP 1981
 OP1320'THE MARK IS LOCATED 2 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 OP1320'ITS NORTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM, THENCE 0.5 MI
 OP1320'(0.8 KM) EAST ALONG COUNTY ROAD 44, THENCE 0.2 MI (0.3 KM) NORTH
 OP1320'ALONG THE AIRPORT ENTRANCE ROAD AND IS IN THE SE 1/4 OF SECTION 12,
 OP1320'T105N, R36W.  THE MARK IS 135 FT (41.1 M) NORTHWEST OF THE CENTER OF
 OP1320'THE CONCRETE BASE FOR THE WIND SOCK, 64.3 FT (19.6 M) SOUTHWEST OF
 OP1320'THE SOUTHWEST CORNER OF A 1 STORY METAL OFFICE AND HANGER BUILDING, 4
 OP1320'FT (1.2 M) EAST OF THE EAST STEEL GATE POST AND 1.1 FT (0.3 M) SOUTH
 OP1320'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 OP1320'MARK DISK STAMPED---1706 H 1 1981---, IS FASTENED TO THE TOP OF A
 OP1320'DRIVEN 25-FOOT ALUMINUM ALLOY ROD THAT IS FLUSH WITH THE GROUND.  THE
 OP1320'MARK IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1317 ***********************************************************************
 OP1317  DESIGNATION -  1706 K
 OP1317  PID         -  OP1317
 OP1317  STATE/COUNTY-  MN/COTTONWOOD
 OP1317  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1317
 OP1317                         *CURRENT SURVEY CONTROL
 OP1317  ___________________________________________________________________
 OP1317* NAD 83(1996)-  43 56 04.21758(N)    095 07 11.46091(W)     ADJUSTED  
 OP1317* NAVD 88     -       447.812  (meters)    1469.20   (feet)  ADJUSTED  
 OP1317  ___________________________________________________________________
 OP1317  X           -    -410,575.311 (meters)                     COMP
 OP1317  Y           -  -4,582,475.098 (meters)                     COMP
 OP1317  Z           -   4,403,145.716 (meters)                     COMP
 OP1317  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 OP1317  ELLIP HEIGHT-         420.59  (meters)          (05/30/05) GPS OBS
 OP1317  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 OP1317  DYNAMIC HT  -         447.717 (meters)    1468.88  (feet)  COMP
 OP1317  MODELED GRAV-     980,394.6   (mgal)                       NAVD 88
 OP1317
 OP1317  HORZ ORDER  -  FIRST
 OP1317  VERT ORDER  -  SECOND    CLASS I
 OP1317  ELLP ORDER  -  THIRD     CLASS II
 OP1317
 OP1317.The horizontal coordinates were established by GPS observations
 OP1317.and adjusted by the MN DEPT OF TRANSP in May 2005..
 OP1317
 OP1317.The orthometric height was determined by differential leveling
 OP1317.and adjusted by the National Geodetic Survey in June 1995..
 OP1317
 OP1317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1317
 OP1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1317
 OP1317.The ellipsoidal height was determined by GPS observations
 OP1317.and is referenced to NAD 83.
 OP1317
 OP1317.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1317;SPC MN S     -   204,450.904   710,087.778   MT  0.99997067   -0 47 05.8
 OP1317;UTM  15      - 4,866,782.879   329,854.536   MT  0.99995607   -1 28 16.2
 OP1317
 OP1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1317!SPC MN S     -   0.99993405  x   0.99997067  =   0.99990473
 OP1317!UTM  15      -   0.99993405  x   0.99995607  =   0.99989013
 OP1317
 OP1317                          SUPERSEDED SURVEY CONTROL
 OP1317
 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: 15TUJ2985566783(NAD 83)
 OP1317_MARKER: DB = BENCH MARK DISK
 OP1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1317_SP_SET: CONCRETE POST
 OP1317_STAMPING: 1706 K 1981
 OP1317_MARK LOGO: MNDT  
 OP1317_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 OP1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1317+STABILITY: SURFACE MOTION
 OP1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1317+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 OP1317
 OP1317  HISTORY     - Date     Condition        Report By
 OP1317  HISTORY     - 1981     MONUMENTED       MNDT
 OP1317  HISTORY     - 20040628 GOOD             MNDT
 OP1317
 OP1317                          STATION DESCRIPTION
 OP1317
 OP1317'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1314 ***********************************************************************
 OP1314  DESIGNATION -  1706 M
 OP1314  PID         -  OP1314
 OP1314  STATE/COUNTY-  MN/COTTONWOOD
 OP1314  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1314
 OP1314                         *CURRENT SURVEY CONTROL
 OP1314  ___________________________________________________________________
 OP1314* NAD 83(1986)-  43 57 48.     (N)    095 07 10.     (W)     SCALED    
 OP1314* NAVD 88     -       438.620  (meters)    1439.04   (feet)  ADJUSTED  
 OP1314  ___________________________________________________________________
 OP1314  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 OP1314  DYNAMIC HT  -         438.528 (meters)    1438.74  (feet)  COMP
 OP1314  MODELED GRAV-     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
 OP1314.and adjusted by the National Geodetic Survey in June 1995..
 OP1314
 OP1314.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1313 ***********************************************************************
 OP1313  DESIGNATION -  1706 N
 OP1313  PID         -  OP1313
 OP1313  STATE/COUNTY-  MN/COTTONWOOD
 OP1313  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1313
 OP1313                         *CURRENT SURVEY CONTROL
 OP1313  ___________________________________________________________________
 OP1313* NAD 83(1986)-  43 58 40.     (N)    095 07 10.     (W)     SCALED    
 OP1313* NAVD 88     -       433.794  (meters)    1423.21   (feet)  ADJUSTED  
 OP1313  ___________________________________________________________________
 OP1313  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 OP1313  DYNAMIC HT  -         433.704 (meters)    1422.91  (feet)  COMP
 OP1313  MODELED GRAV-     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
 OP1313.and adjusted by the National Geodetic Survey in June 1995..
 OP1313
 OP1313.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1312 ***********************************************************************
 OP1312  DESIGNATION -  1706 P
 OP1312  PID         -  OP1312
 OP1312  STATE/COUNTY-  MN/COTTONWOOD
 OP1312  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1312
 OP1312                         *CURRENT SURVEY CONTROL
 OP1312  ___________________________________________________________________
 OP1312* NAD 83(1986)-  43 58 59.     (N)    095 07 10.     (W)     SCALED    
 OP1312* NAVD 88     -       431.500  (meters)    1415.68   (feet)  ADJUSTED  
 OP1312  ___________________________________________________________________
 OP1312  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 OP1312  DYNAMIC HT  -         431.411 (meters)    1415.39  (feet)  COMP
 OP1312  MODELED GRAV-     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
 OP1312.and adjusted by the National Geodetic Survey in June 1995..
 OP1312
 OP1312.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1311 ***********************************************************************
 OP1311  DESIGNATION -  1706 Q
 OP1311  PID         -  OP1311
 OP1311  STATE/COUNTY-  MN/COTTONWOOD
 OP1311  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1311
 OP1311                         *CURRENT SURVEY CONTROL
 OP1311  ___________________________________________________________________
 OP1311* NAD 83(1986)-  43 59 32.     (N)    095 07 09.     (W)     SCALED    
 OP1311* NAVD 88     -       434.930  (meters)    1426.93   (feet)  ADJUSTED  
 OP1311  ___________________________________________________________________
 OP1311  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 OP1311  DYNAMIC HT  -         434.841 (meters)    1426.64  (feet)  COMP
 OP1311  MODELED GRAV-     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
 OP1311.and adjusted by the National Geodetic Survey in June 1995..
 OP1311
 OP1311.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1319 ***********************************************************************
 PQ1319  DESIGNATION -  1706 R
 PQ1319  PID         -  PQ1319
 PQ1319  STATE/COUNTY-  MN/COTTONWOOD
 PQ1319  USGS QUAD   -  SANBORN SE (1967)
 PQ1319
 PQ1319                         *CURRENT SURVEY CONTROL
 PQ1319  ___________________________________________________________________
 PQ1319* NAD 83(1986)-  44 00 25.     (N)    095 07 10.     (W)     SCALED    
 PQ1319* NAVD 88     -       439.329  (meters)    1441.37   (feet)  ADJUSTED  
 PQ1319  ___________________________________________________________________
 PQ1319  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 PQ1319  DYNAMIC HT  -         439.239 (meters)    1441.07  (feet)  COMP
 PQ1319  MODELED GRAV-     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
 PQ1319.and adjusted by the National Geodetic Survey in June 1995..
 PQ1319
 PQ1319.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1318 ***********************************************************************
 PQ1318  DESIGNATION -  1706 S
 PQ1318  PID         -  PQ1318
 PQ1318  STATE/COUNTY-  MN/COTTONWOOD
 PQ1318  USGS QUAD   -  SANBORN SE (1967)
 PQ1318
 PQ1318                         *CURRENT SURVEY CONTROL
 PQ1318  ___________________________________________________________________
 PQ1318* NAD 83(1986)-  44 01 16.     (N)    095 07 10.     (W)     SCALED    
 PQ1318* NAVD 88     -       443.680  (meters)    1455.64   (feet)  ADJUSTED  
 PQ1318  ___________________________________________________________________
 PQ1318  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 PQ1318  DYNAMIC HT  -         443.590 (meters)    1455.34  (feet)  COMP
 PQ1318  MODELED GRAV-     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
 PQ1318.and adjusted by the National Geodetic Survey in June 1995..
 PQ1318
 PQ1318.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1315 ***********************************************************************
 PQ1315  DESIGNATION -  1706 T
 PQ1315  PID         -  PQ1315
 PQ1315  STATE/COUNTY-  MN/COTTONWOOD
 PQ1315  USGS QUAD   -  SANBORN SE (1967)
 PQ1315
 PQ1315                         *CURRENT SURVEY CONTROL
 PQ1315  ___________________________________________________________________
 PQ1315* NAD 83(1986)-  44 02 09.     (N)    095 07 11.     (W)     SCALED    
 PQ1315* NAVD 88     -       444.283  (meters)    1457.62   (feet)  ADJUSTED  
 PQ1315  ___________________________________________________________________
 PQ1315  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 PQ1315  DYNAMIC HT  -         444.194 (meters)    1457.33  (feet)  COMP
 PQ1315  MODELED GRAV-     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
 PQ1315.and adjusted by the National Geodetic Survey in June 1995..
 PQ1315
 PQ1315.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1286 ***********************************************************************
 PQ1286  DESIGNATION -  1707 A
 PQ1286  PID         -  PQ1286
 PQ1286  STATE/COUNTY-  MN/COTTONWOOD
 PQ1286  USGS QUAD   -  SANBORN NE (1967)
 PQ1286
 PQ1286                         *CURRENT SURVEY CONTROL
 PQ1286  ___________________________________________________________________
 PQ1286* NAD 83(1986)-  44 11 43.     (N)    095 07 17.     (W)     SCALED    
 PQ1286* NAVD 88     -       320.537  (meters)    1051.63   (feet)  ADJUSTED  
 PQ1286  ___________________________________________________________________
 PQ1286  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 PQ1286  DYNAMIC HT  -         320.483 (meters)    1051.45  (feet)  COMP
 PQ1286  MODELED GRAV-     980,441.3   (mgal)                       NAVD 88
 PQ1286
 PQ1286  VERT ORDER  -  SECOND    CLASS I
 PQ1286
 PQ1286.The horizontal coordinates were scaled from a topographic map and have
 PQ1286.an estimated accuracy of +/- 6 seconds.
 PQ1286
 PQ1286.The orthometric height was determined by differential leveling
 PQ1286.and adjusted by the National Geodetic Survey in June 1995..
 PQ1286
 PQ1286.The geoid height was determined by GEOID03.
 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     -   233,420.      710,360.      MT  (+/- 180 meters Scaled)
 PQ1286
 PQ1286                          SUPERSEDED SURVEY CONTROL
 PQ1286
 PQ1286.No superseded survey control is available for this station.
 PQ1286
 PQ1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ304957(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1287 ***********************************************************************
 PQ1287  DESIGNATION -  1707 B
 PQ1287  PID         -  PQ1287
 PQ1287  STATE/COUNTY-  MN/COTTONWOOD
 PQ1287  USGS QUAD   -  SANBORN NE (1967)
 PQ1287
 PQ1287                         *CURRENT SURVEY CONTROL
 PQ1287  ___________________________________________________________________
 PQ1287* NAD 83(1996)-  44 10 50.78983(N)    095 07 14.96668(W)     ADJUSTED  
 PQ1287* NAVD 88     -       339.349  (meters)    1113.35   (feet)  ADJUSTED  
 PQ1287  ___________________________________________________________________
 PQ1287  X           -    -408,947.734 (meters)                     COMP
 PQ1287  Y           -  -4,563,436.905 (meters)                     COMP
 PQ1287  Z           -   4,422,736.121 (meters)                     COMP
 PQ1287  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 PQ1287  ELLIP HEIGHT-         311.99  (meters)          (05/30/05) GPS OBS
 PQ1287  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 PQ1287  DYNAMIC HT  -         339.291 (meters)    1113.16  (feet)  COMP
 PQ1287  MODELED GRAV-     980,438.5   (mgal)                       NAVD 88
 PQ1287
 PQ1287  HORZ ORDER  -  FIRST
 PQ1287  VERT ORDER  -  SECOND    CLASS I
 PQ1287  ELLP ORDER  -  THIRD     CLASS II
 PQ1287
 PQ1287.The horizontal coordinates were established by GPS observations
 PQ1287.and adjusted by the MN DEPT OF TRANSP in May 2005..
 PQ1287
 PQ1287.The orthometric height was determined by differential leveling
 PQ1287.and adjusted by the National Geodetic Survey in June 1995..
 PQ1287
 PQ1287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1287
 PQ1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1287
 PQ1287.The ellipsoidal height was determined by GPS observations
 PQ1287.and is referenced to NAD 83.
 PQ1287
 PQ1287.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1287;SPC MN S     -   231,812.004   710,384.768   MT  0.99993762   -0 47 08.2
 PQ1287;UTM  15      - 4,894,138.482   330,480.772   MT  0.99995343   -1 28 42.3
 PQ1287
 PQ1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1287!SPC MN S     -   0.99995108  x   0.99993762  =   0.99988870
 PQ1287!UTM  15      -   0.99995108  x   0.99995343  =   0.99990451
 PQ1287
 PQ1287                          SUPERSEDED SURVEY CONTROL
 PQ1287
 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: 15TUJ3048194138(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1288 ***********************************************************************
 PQ1288  DESIGNATION -  1707 B 1
 PQ1288  PID         -  PQ1288
 PQ1288  STATE/COUNTY-  MN/COTTONWOOD
 PQ1288  USGS QUAD   -  SANBORN NE (1967)
 PQ1288
 PQ1288                         *CURRENT SURVEY CONTROL
 PQ1288  ___________________________________________________________________
 PQ1288* NAD 83(1986)-  44 10 48.     (N)    095 07 16.     (W)     SCALED    
 PQ1288* NAVD 88     -       336.626  (meters)    1104.41   (feet)  ADJUSTED  
 PQ1288  ___________________________________________________________________
 PQ1288  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 PQ1288  DYNAMIC HT  -         336.569 (meters)    1104.23  (feet)  COMP
 PQ1288  MODELED GRAV-     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
 PQ1288.and adjusted by the National Geodetic Survey in June 1995..
 PQ1288
 PQ1288.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1289 ***********************************************************************
 PQ1289  DESIGNATION -  1707 C
 PQ1289  PID         -  PQ1289
 PQ1289  STATE/COUNTY-  MN/COTTONWOOD
 PQ1289  USGS QUAD   -  SANBORN NE (1967)
 PQ1289
 PQ1289                         *CURRENT SURVEY CONTROL
 PQ1289  ___________________________________________________________________
 PQ1289* NAD 83(1986)-  44 10 24.     (N)    095 07 18.     (W)     SCALED    
 PQ1289* NAVD 88     -       345.249  (meters)    1132.70   (feet)  ADJUSTED  
 PQ1289  ___________________________________________________________________
 PQ1289  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 PQ1289  DYNAMIC HT  -         345.190 (meters)    1132.51  (feet)  COMP
 PQ1289  MODELED GRAV-     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
 PQ1289.and adjusted by the National Geodetic Survey in June 1995..
 PQ1289
 PQ1289.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1290 ***********************************************************************
 PQ1290  DESIGNATION -  1707 D
 PQ1290  PID         -  PQ1290
 PQ1290  STATE/COUNTY-  MN/COTTONWOOD
 PQ1290  USGS QUAD   -  SANBORN NE (1967)
 PQ1290
 PQ1290                         *CURRENT SURVEY CONTROL
 PQ1290  ___________________________________________________________________
 PQ1290* NAD 83(1986)-  44 09 59.     (N)    095 07 18.     (W)     SCALED    
 PQ1290* NAVD 88     -       354.625  (meters)    1163.47   (feet)  ADJUSTED  
 PQ1290  ___________________________________________________________________
 PQ1290  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 PQ1290  DYNAMIC HT  -         354.563 (meters)    1163.26  (feet)  COMP
 PQ1290  MODELED GRAV-     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
 PQ1290.and adjusted by the National Geodetic Survey in June 1995..
 PQ1290
 PQ1290.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1291 ***********************************************************************
 PQ1291  DESIGNATION -  1707 E
 PQ1291  PID         -  PQ1291
 PQ1291  STATE/COUNTY-  MN/COTTONWOOD
 PQ1291  USGS QUAD   -  SANBORN NE (1967)
 PQ1291
 PQ1291                         *CURRENT SURVEY CONTROL
 PQ1291  ___________________________________________________________________
 PQ1291* NAD 83(1986)-  44 09 32.     (N)    095 07 18.     (W)     SCALED    
 PQ1291* NAVD 88     -       352.396  (meters)    1156.15   (feet)  ADJUSTED  
 PQ1291  ___________________________________________________________________
 PQ1291  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 PQ1291  DYNAMIC HT  -         352.335 (meters)    1155.95  (feet)  COMP
 PQ1291  MODELED GRAV-     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
 PQ1291.and adjusted by the National Geodetic Survey in June 1995..
 PQ1291
 PQ1291.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1292 ***********************************************************************
 PQ1292  DESIGNATION -  1707 F
 PQ1292  PID         -  PQ1292
 PQ1292  STATE/COUNTY-  MN/COTTONWOOD
 PQ1292  USGS QUAD   -  SANBORN NE (1967)
 PQ1292
 PQ1292                         *CURRENT SURVEY CONTROL
 PQ1292  ___________________________________________________________________
 PQ1292* NAD 83(1986)-  44 08 50.     (N)    095 07 16.     (W)     SCALED    
 PQ1292* NAVD 88     -       345.260  (meters)    1132.74   (feet)  ADJUSTED  
 PQ1292  ___________________________________________________________________
 PQ1292  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PQ1292  DYNAMIC HT  -         345.199 (meters)    1132.54  (feet)  COMP
 PQ1292  MODELED GRAV-     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
 PQ1292.and adjusted by the National Geodetic Survey in June 1995..
 PQ1292
 PQ1292.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1293 ***********************************************************************
 PQ1293  DESIGNATION -  1707 G
 PQ1293  PID         -  PQ1293
 PQ1293  STATE/COUNTY-  MN/COTTONWOOD
 PQ1293  USGS QUAD   -  SANBORN NE (1967)
 PQ1293
 PQ1293                         *CURRENT SURVEY CONTROL
 PQ1293  ___________________________________________________________________
 PQ1293* NAD 83(1986)-  44 08 46.     (N)    095 07 15.     (W)     SCALED    
 PQ1293* NAVD 88     -       345.169  (meters)    1132.44   (feet)  ADJUSTED  
 PQ1293  ___________________________________________________________________
 PQ1293  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PQ1293  DYNAMIC HT  -         345.108 (meters)    1132.24  (feet)  COMP
 PQ1293  MODELED GRAV-     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
 PQ1293.and adjusted by the National Geodetic Survey in June 1995..
 PQ1293
 PQ1293.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1294 ***********************************************************************
 PQ1294  DESIGNATION -  1707 H
 PQ1294  PID         -  PQ1294
 PQ1294  STATE/COUNTY-  MN/COTTONWOOD
 PQ1294  USGS QUAD   -  SANBORN NE (1967)
 PQ1294
 PQ1294                         *CURRENT SURVEY CONTROL
 PQ1294  ___________________________________________________________________
 PQ1294* NAD 83(1986)-  44 08 14.     (N)    095 07 15.     (W)     SCALED    
 PQ1294* NAVD 88     -       353.186  (meters)    1158.74   (feet)  ADJUSTED  
 PQ1294  ___________________________________________________________________
 PQ1294  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 PQ1294  DYNAMIC HT  -         353.123 (meters)    1158.54  (feet)  COMP
 PQ1294  MODELED GRAV-     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
 PQ1294.and adjusted by the National Geodetic Survey in June 1995..
 PQ1294
 PQ1294.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1296 ***********************************************************************
 PQ1296  DESIGNATION -  1707 J
 PQ1296  PID         -  PQ1296
 PQ1296  STATE/COUNTY-  MN/COTTONWOOD
 PQ1296  USGS QUAD   -  SANBORN NE (1967)
 PQ1296
 PQ1296                         *CURRENT SURVEY CONTROL
 PQ1296  ___________________________________________________________________
 PQ1296* NAD 83(1986)-  44 07 47.     (N)    095 07 14.     (W)     SCALED    
 PQ1296* NAVD 88     -       357.260  (meters)    1172.11   (feet)  ADJUSTED  
 PQ1296  ___________________________________________________________________
 PQ1296  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 PQ1296  DYNAMIC HT  -         357.195 (meters)    1171.90  (feet)  COMP
 PQ1296  MODELED GRAV-     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
 PQ1296.and adjusted by the National Geodetic Survey in June 1995..
 PQ1296
 PQ1296.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1297 ***********************************************************************
 PQ1297  DESIGNATION -  1707 K
 PQ1297  PID         -  PQ1297
 PQ1297  STATE/COUNTY-  MN/COTTONWOOD
 PQ1297  USGS QUAD   -  SANBORN SE (1967)
 PQ1297
 PQ1297                         *CURRENT SURVEY CONTROL
 PQ1297  ___________________________________________________________________
 PQ1297* NAD 83(1986)-  44 07 24.     (N)    095 07 14.     (W)     SCALED    
 PQ1297* NAVD 88     -       361.449  (meters)    1185.85   (feet)  ADJUSTED  
 PQ1297  ___________________________________________________________________
 PQ1297  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 PQ1297  DYNAMIC HT  -         361.383 (meters)    1185.64  (feet)  COMP
 PQ1297  MODELED GRAV-     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
 PQ1297.and adjusted by the National Geodetic Survey in June 1995..
 PQ1297
 PQ1297.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1298 ***********************************************************************
 PQ1298  DESIGNATION -  1707 L
 PQ1298  PID         -  PQ1298
 PQ1298  STATE/COUNTY-  MN/COTTONWOOD
 PQ1298  USGS QUAD   -  SANBORN SE (1967)
 PQ1298
 PQ1298                         *CURRENT SURVEY CONTROL
 PQ1298  ___________________________________________________________________
 PQ1298* NAD 83(1996)-  44 06 55.64763(N)    095 07 14.72395(W)     ADJUSTED  
 PQ1298* NAVD 88     -       381.565  (meters)    1251.85   (feet)  ADJUSTED  
 PQ1298  ___________________________________________________________________
 PQ1298  X           -    -409,396.292 (meters)                     COMP
 PQ1298  Y           -  -4,568,502.825 (meters)                     COMP
 PQ1298  Z           -   4,417,557.576 (meters)                     COMP
 PQ1298  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 PQ1298  ELLIP HEIGHT-         354.28  (meters)          (05/30/05) GPS OBS
 PQ1298  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 PQ1298  DYNAMIC HT  -         381.494 (meters)    1251.62  (feet)  COMP
 PQ1298  MODELED GRAV-     980,423.3   (mgal)                       NAVD 88
 PQ1298
 PQ1298  HORZ ORDER  -  FIRST
 PQ1298  VERT ORDER  -  SECOND    CLASS I
 PQ1298  ELLP ORDER  -  THIRD     CLASS II
 PQ1298
 PQ1298.The horizontal coordinates were established by GPS observations
 PQ1298.and adjusted by the MN DEPT OF TRANSP in May 2005..
 PQ1298
 PQ1298.The orthometric height was determined by differential leveling
 PQ1298.and adjusted by the National Geodetic Survey in June 1995..
 PQ1298
 PQ1298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1298
 PQ1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1298
 PQ1298.The ellipsoidal height was determined by GPS observations
 PQ1298.and is referenced to NAD 83.
 PQ1298
 PQ1298.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1298;SPC MN S     -   224,555.302   710,290.658   MT  0.99994461   -0 47 08.1
 PQ1298;UTM  15      - 4,886,883.352   330,299.035   MT  0.99995420   -1 28 35.8
 PQ1298
 PQ1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1298!SPC MN S     -   0.99994445  x   0.99994461  =   0.99988906
 PQ1298!UTM  15      -   0.99994445  x   0.99995420  =   0.99989865
 PQ1298
 PQ1298                          SUPERSEDED SURVEY CONTROL
 PQ1298
 PQ1298  NAVD 88 (05/30/05)  381.56   (m)         1251.8    (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_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 = OCTOBER  6, 2006
 PQ1300 ***********************************************************************
 PQ1300  DESIGNATION -  1707 M
 PQ1300  PID         -  PQ1300
 PQ1300  STATE/COUNTY-  MN/COTTONWOOD
 PQ1300  USGS QUAD   -  SANBORN SE (1967)
 PQ1300
 PQ1300                         *CURRENT SURVEY CONTROL
 PQ1300  ___________________________________________________________________
 PQ1300* NAD 83(1986)-  44 06 17.     (N)    095 07 13.     (W)     SCALED    
 PQ1300* NAVD 88     -       396.657  (meters)    1301.37   (feet)  ADJUSTED  
 PQ1300  ___________________________________________________________________
 PQ1300  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 PQ1300  DYNAMIC HT  -         396.583 (meters)    1301.12  (feet)  COMP
 PQ1300  MODELED GRAV-     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
 PQ1300.and adjusted by the National Geodetic Survey in June 1995..
 PQ1300
 PQ1300.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1299 ***********************************************************************
 PQ1299  DESIGNATION -  1707 M 1
 PQ1299  PID         -  PQ1299
 PQ1299  STATE/COUNTY-  MN/COTTONWOOD
 PQ1299  USGS QUAD   -  SANBORN SE (1967)
 PQ1299
 PQ1299                         *CURRENT SURVEY CONTROL
 PQ1299  ___________________________________________________________________
 PQ1299* NAD 83(1986)-  44 06 29.     (N)    095 06 56.     (W)     SCALED    
 PQ1299* NAVD 88     -       393.933  (meters)    1292.43   (feet)  ADJUSTED  
 PQ1299  ___________________________________________________________________
 PQ1299  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 PQ1299  DYNAMIC HT  -         393.860 (meters)    1292.19  (feet)  COMP
 PQ1299  MODELED GRAV-     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
 PQ1299.and adjusted by the National Geodetic Survey in June 1995..
 PQ1299
 PQ1299.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1301 ***********************************************************************
 PQ1301  DESIGNATION -  1707 N
 PQ1301  PID         -  PQ1301
 PQ1301  STATE/COUNTY-  MN/COTTONWOOD
 PQ1301  USGS QUAD   -  SANBORN SE (1967)
 PQ1301
 PQ1301                         *CURRENT SURVEY CONTROL
 PQ1301  ___________________________________________________________________
 PQ1301* NAD 83(1986)-  44 06 06.     (N)    095 07 14.     (W)     SCALED    
 PQ1301* NAVD 88     -       400.575  (meters)    1314.22   (feet)  ADJUSTED  
 PQ1301  ___________________________________________________________________
 PQ1301  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 PQ1301  DYNAMIC HT  -         400.500 (meters)    1313.97  (feet)  COMP
 PQ1301  MODELED GRAV-     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
 PQ1301.and adjusted by the National Geodetic Survey in June 1995..
 PQ1301
 PQ1301.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1305 ***********************************************************************
 PQ1305  DESIGNATION -  1707 P
 PQ1305  PID         -  PQ1305
 PQ1305  STATE/COUNTY-  MN/COTTONWOOD
 PQ1305  USGS QUAD   -  SANBORN SE (1967)
 PQ1305
 PQ1305                         *CURRENT SURVEY CONTROL
 PQ1305  ___________________________________________________________________
 PQ1305* NAD 83(1986)-  44 04 20.     (N)    095 07 13.     (W)     SCALED    
 PQ1305* NAVD 88     -       436.204  (meters)    1431.11   (feet)  ADJUSTED  
 PQ1305  ___________________________________________________________________
 PQ1305  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 PQ1305  DYNAMIC HT  -         436.120 (meters)    1430.84  (feet)  COMP
 PQ1305  MODELED GRAV-     980,412.6   (mgal)                       NAVD 88
 PQ1305
 PQ1305  VERT ORDER  -  SECOND    CLASS I
 PQ1305
 PQ1305.The horizontal coordinates were scaled from a topographic map and have
 PQ1305.an estimated accuracy of +/- 6 seconds.
 PQ1305
 PQ1305.The orthometric height was determined by differential leveling
 PQ1305.and adjusted by the National Geodetic Survey in June 1995..
 PQ1305
 PQ1305.The geoid height was determined by GEOID03.
 PQ1305
 PQ1305.The dynamic height is computed by dividing the NAVD 88
 PQ1305.geopotential number by the normal gravity value computed on the
 PQ1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1305.degrees latitude (g = 980.6199 gals.).
 PQ1305
 PQ1305.The modeled gravity was interpolated from observed gravity values.
 PQ1305
 PQ1305;                    North         East    Units  Estimated Accuracy
 PQ1305;SPC MN S     -   219,750.      710,260.      MT  (+/- 180 meters Scaled)
 PQ1305
 PQ1305                          SUPERSEDED SURVEY CONTROL
 PQ1305
 PQ1305.No superseded survey control is available for this station.
 PQ1305
 PQ1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ302820(NAD 83)
 PQ1305_MARKER: DB = BENCH MARK DISK
 PQ1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1305_SP_SET: CONCRETE POST
 PQ1305_STAMPING: 1707 P 1962
 PQ1305_MARK LOGO: MNHD  
 PQ1305_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1305+STABILITY: SURFACE MOTION
 PQ1305
 PQ1305  HISTORY     - Date     Condition        Report By
 PQ1305  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1305  HISTORY     - 19810401 GOOD             MNDT
 PQ1305
 PQ1305                          STATION DESCRIPTION
 PQ1305
 PQ1305'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1305'THE MARK IS LOCATED 1.5 MI (2.4 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1305'ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS AND IS NEAR
 PQ1305'HIGHWAY 71 MILEPOINT 42.65 IN THE NE 1/4 OF SECTION 14, T107N, R36W.
 PQ1305'THE MARK IS 73 FT (22.3 M) WEST OF AND 2 FT (0.6 M) LOWER THAN THE
 PQ1305'CENTERLINE OF HIGHWAY 71, 47.5 FT (14.5 M) NORTH OF A POWER POLE,
 PQ1305'24.2 FT (7.4 M) WEST-SOUTHWEST OF THE NORTH END OF AN 18-INCH METAL
 PQ1305'CULVERT UNDER A FIELD ENTRANCE, 9 FT (2.7 M) NORTH OF THE CENTER OF
 PQ1305'THE FIELD ENTRANCE AND 0.5 FT (0.2 M) EAST OF A STEEL WITNESS POST.
 PQ1305'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED ---1707 P 1962---,
 PQ1305'IS SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH WITH THE
 PQ1305'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1306 ***********************************************************************
 PQ1306  DESIGNATION -  1707 Q
 PQ1306  PID         -  PQ1306
 PQ1306  STATE/COUNTY-  MN/COTTONWOOD
 PQ1306  USGS QUAD   -  SANBORN SE (1967)
 PQ1306
 PQ1306                         *CURRENT SURVEY CONTROL
 PQ1306  ___________________________________________________________________
 PQ1306* NAD 83(1986)-  44 04 05.     (N)    095 07 12.     (W)     SCALED    
 PQ1306* NAVD 88     -       432.323  (meters)    1418.38   (feet)  ADJUSTED  
 PQ1306  ___________________________________________________________________
 PQ1306  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 PQ1306  DYNAMIC HT  -         432.239 (meters)    1418.10  (feet)  COMP
 PQ1306  MODELED GRAV-     980,411.6   (mgal)                       NAVD 88
 PQ1306
 PQ1306  VERT ORDER  -  SECOND    CLASS I
 PQ1306
 PQ1306.The horizontal coordinates were scaled from a topographic map and have
 PQ1306.an estimated accuracy of +/- 6 seconds.
 PQ1306
 PQ1306.The orthometric height was determined by differential leveling
 PQ1306.and adjusted by the National Geodetic Survey in June 1995..
 PQ1306
 PQ1306.The geoid height was determined by GEOID03.
 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     -   219,290.      710,280.      MT  (+/- 180 meters Scaled)
 PQ1306
 PQ1306                          SUPERSEDED SURVEY CONTROL
 PQ1306
 PQ1306.No superseded survey control is available for this station.
 PQ1306
 PQ1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ302816(NAD 83)
 PQ1306_MARKER: DB = BENCH MARK DISK
 PQ1306_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1306_SP_SET: HEADWALL OF BOX CULVERT
 PQ1306_STAMPING: 1707 Q 1962
 PQ1306_MARK LOGO: MNHD  
 PQ1306_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1306+STABILITY: SURFACE MOTION
 PQ1306
 PQ1306  HISTORY     - Date     Condition        Report By
 PQ1306  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1306  HISTORY     - 19810401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1307 ***********************************************************************
 PQ1307  DESIGNATION -  1707 R
 PQ1307  PID         -  PQ1307
 PQ1307  STATE/COUNTY-  MN/COTTONWOOD
 PQ1307  USGS QUAD   -  SANBORN SE (1967)
 PQ1307
 PQ1307                         *CURRENT SURVEY CONTROL
 PQ1307  ___________________________________________________________________
 PQ1307* NAD 83(1986)-  44 03 52.     (N)    095 07 11.     (W)     SCALED    
 PQ1307* NAVD 88     -       436.758  (meters)    1432.93   (feet)  ADJUSTED  
 PQ1307  ___________________________________________________________________
 PQ1307  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 PQ1307  DYNAMIC HT  -         436.673 (meters)    1432.65  (feet)  COMP
 PQ1307  MODELED GRAV-     980,410.8   (mgal)                       NAVD 88
 PQ1307
 PQ1307  VERT ORDER  -  SECOND    CLASS I
 PQ1307
 PQ1307.The horizontal coordinates were scaled from a topographic map and have
 PQ1307.an estimated accuracy of +/- 6 seconds.
 PQ1307
 PQ1307.The orthometric height was determined by differential leveling
 PQ1307.and adjusted by the National Geodetic Survey in June 1995..
 PQ1307
 PQ1307.The geoid height was determined by GEOID03.
 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     -   218,890.      710,300.      MT  (+/- 180 meters Scaled)
 PQ1307
 PQ1307                          SUPERSEDED SURVEY CONTROL
 PQ1307
 PQ1307.No superseded survey control is available for this station.
 PQ1307
 PQ1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ302812(NAD 83)
 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_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1307+STABILITY: SURFACE MOTION
 PQ1307
 PQ1307  HISTORY     - Date     Condition        Report By
 PQ1307  HISTORY     - 1981     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1308 ***********************************************************************
 PQ1308  DESIGNATION -  1707 S
 PQ1308  PID         -  PQ1308
 PQ1308  STATE/COUNTY-  MN/COTTONWOOD
 PQ1308  USGS QUAD   -  SANBORN SE (1967)
 PQ1308
 PQ1308                         *CURRENT SURVEY CONTROL
 PQ1308  ___________________________________________________________________
 PQ1308* NAD 83(1986)-  44 03 37.     (N)    095 07 13.     (W)     SCALED    
 PQ1308* NAVD 88     -       429.587  (meters)    1409.40   (feet)  ADJUSTED  
 PQ1308  ___________________________________________________________________
 PQ1308  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 PQ1308  DYNAMIC HT  -         429.503 (meters)    1409.13  (feet)  COMP
 PQ1308  MODELED GRAV-     980,409.8   (mgal)                       NAVD 88
 PQ1308
 PQ1308  VERT ORDER  -  SECOND    CLASS I
 PQ1308
 PQ1308.The horizontal coordinates were scaled from a topographic map and have
 PQ1308.an estimated accuracy of +/- 6 seconds.
 PQ1308
 PQ1308.The orthometric height was determined by differential leveling
 PQ1308.and adjusted by the National Geodetic Survey in June 1995..
 PQ1308
 PQ1308.The geoid height was determined by GEOID03.
 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     -   218,420.      710,250.      MT  (+/- 180 meters Scaled)
 PQ1308
 PQ1308                          SUPERSEDED SURVEY CONTROL
 PQ1308
 PQ1308.No superseded survey control is available for this station.
 PQ1308
 PQ1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ301807(NAD 83)
 PQ1308_MARKER: DV = VERTICAL CONTROL DISK
 PQ1308_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1308_SP_SET: HEADWALL OF 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
 PQ1308  HISTORY     - Date     Condition        Report By
 PQ1308  HISTORY     - 1981     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1304 ***********************************************************************
 PQ1304  DESIGNATION -  1707 T
 PQ1304  PID         -  PQ1304
 PQ1304  STATE/COUNTY-  MN/COTTONWOOD
 PQ1304  USGS QUAD   -  SANBORN SE (1967)
 PQ1304
 PQ1304                         *CURRENT SURVEY CONTROL
 PQ1304  ___________________________________________________________________
 PQ1304* NAD 83(1986)-  44 04 44.     (N)    095 07 14.     (W)     SCALED    
 PQ1304* NAVD 88     -       435.138  (meters)    1427.62   (feet)  ADJUSTED  
 PQ1304  ___________________________________________________________________
 PQ1304  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 PQ1304  DYNAMIC HT  -         435.055 (meters)    1427.34  (feet)  COMP
 PQ1304  MODELED GRAV-     980,414.3   (mgal)                       NAVD 88
 PQ1304
 PQ1304  VERT ORDER  -  SECOND    CLASS I
 PQ1304
 PQ1304.The horizontal coordinates were scaled from a topographic map and have
 PQ1304.an estimated accuracy of +/- 6 seconds.
 PQ1304
 PQ1304.The orthometric height was determined by differential leveling
 PQ1304.and adjusted by the National Geodetic Survey in June 1995..
 PQ1304
 PQ1304.The geoid height was determined by GEOID03.
 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     -   220,490.      710,250.      MT  (+/- 180 meters Scaled)
 PQ1304
 PQ1304                          SUPERSEDED SURVEY CONTROL
 PQ1304
 PQ1304.No superseded survey control is available for this station.
 PQ1304
 PQ1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ302828(NAD 83)
 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_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1304+STABILITY: SURFACE MOTION
 PQ1304
 PQ1304  HISTORY     - Date     Condition        Report By
 PQ1304  HISTORY     - 1981     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1303 ***********************************************************************
 PQ1303  DESIGNATION -  1707 U
 PQ1303  PID         -  PQ1303
 PQ1303  STATE/COUNTY-  MN/COTTONWOOD
 PQ1303  USGS QUAD   -  SANBORN SE (1967)
 PQ1303
 PQ1303                         *CURRENT SURVEY CONTROL
 PQ1303  ___________________________________________________________________
 PQ1303* NAD 83(1986)-  44 05 10.     (N)    095 07 10.     (W)     SCALED    
 PQ1303* NAVD 88     -       433.603  (meters)    1422.58   (feet)  ADJUSTED  
 PQ1303  ___________________________________________________________________
 PQ1303  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 PQ1303  DYNAMIC HT  -         433.521 (meters)    1422.31  (feet)  COMP
 PQ1303  MODELED GRAV-     980,416.1   (mgal)                       NAVD 88
 PQ1303
 PQ1303  VERT ORDER  -  SECOND    CLASS I
 PQ1303
 PQ1303.The horizontal coordinates were scaled from a topographic map and have
 PQ1303.an estimated accuracy of +/- 6 seconds.
 PQ1303
 PQ1303.The orthometric height was determined by differential leveling
 PQ1303.and adjusted by the National Geodetic Survey in June 1995..
 PQ1303
 PQ1303.The geoid height was determined by GEOID03.
 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     -   221,290.      710,350.      MT  (+/- 180 meters Scaled)
 PQ1303
 PQ1303                          SUPERSEDED SURVEY CONTROL
 PQ1303
 PQ1303.No superseded survey control is available for this station.
 PQ1303
 PQ1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ303836(NAD 83)
 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: MNDT  
 PQ1303_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PQ1303+STABILITY: POSITION/ELEVATION WELL
 PQ1303
 PQ1303  HISTORY     - Date     Condition        Report By
 PQ1303  HISTORY     - 1981     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1302 ***********************************************************************
 PQ1302  DESIGNATION -  1707 V
 PQ1302  PID         -  PQ1302
 PQ1302  STATE/COUNTY-  MN/COTTONWOOD
 PQ1302  USGS QUAD   -  SANBORN SE (1967)
 PQ1302
 PQ1302                         *CURRENT SURVEY CONTROL
 PQ1302  ___________________________________________________________________
 PQ1302* NAD 83(1986)-  44 05 36.     (N)    095 07 11.     (W)     SCALED    
 PQ1302* NAVD 88     -       410.314  (meters)    1346.17   (feet)  ADJUSTED  
 PQ1302  ___________________________________________________________________
 PQ1302  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 PQ1302  DYNAMIC HT  -         410.236 (meters)    1345.92  (feet)  COMP
 PQ1302  MODELED GRAV-     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
 PQ1302.and adjusted by the National Geodetic Survey in June 1995..
 PQ1302
 PQ1302.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1502 ***********************************************************************
 PQ1502  DESIGNATION -  171 ES
 PQ1502  PID         -  PQ1502
 PQ1502  STATE/COUNTY-  MN/MCLEOD
 PQ1502  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1502
 PQ1502                         *CURRENT SURVEY CONTROL
 PQ1502  ___________________________________________________________________
 PQ1502* NAD 83(1986)-  44 55 41.     (N)    094 22 02.     (W)     SCALED    
 PQ1502* NAVD 88     -       332.811  (meters)    1091.90   (feet)  ADJUSTED  
 PQ1502  ___________________________________________________________________
 PQ1502  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 PQ1502  DYNAMIC HT  -         332.783 (meters)    1091.81  (feet)  COMP
 PQ1502  MODELED GRAV-     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
 PQ1502.and adjusted by the National Geodetic Survey in June 1995..
 PQ1502
 PQ1502.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1509 ***********************************************************************
 PQ1509  DESIGNATION -  172 ES
 PQ1509  PID         -  PQ1509
 PQ1509  STATE/COUNTY-  MN/MCLEOD
 PQ1509  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1509
 PQ1509                         *CURRENT SURVEY CONTROL
 PQ1509  ___________________________________________________________________
 PQ1509* NAD 83(1986)-  44 57 52.     (N)    094 22 07.     (W)     SCALED    
 PQ1509* NAVD 88     -       334.639  (meters)    1097.89   (feet)  ADJUSTED  
 PQ1509  ___________________________________________________________________
 PQ1509  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 PQ1509  DYNAMIC HT  -         334.613 (meters)    1097.81  (feet)  COMP
 PQ1509  MODELED GRAV-     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
 PQ1509.and adjusted by the National Geodetic Survey in June 1995..
 PQ1509
 PQ1509.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PO0354 ***********************************************************************
 PO0354  DESIGNATION -  174 CAP RESET
 PO0354  PID         -  PO0354
 PO0354  STATE/COUNTY-  MN/WINONA
 PO0354  USGS QUAD   -  WINONA EAST (1972)
 PO0354
 PO0354                         *CURRENT SURVEY CONTROL
 PO0354  ___________________________________________________________________
 PO0354* NAD 83(1986)-  44 00 56.     (N)    091 31 01.     (W)     SCALED    
 PO0354* NAVD 88     -       201.004  (meters)     659.46   (feet)  ADJUSTED  
 PO0354  ___________________________________________________________________
 PO0354  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 PO0354  DYNAMIC HT  -         200.973 (meters)     659.36  (feet)  COMP
 PO0354  MODELED GRAV-     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
 PO0354.and adjusted by the National Geodetic Survey in June 1991..
 PO0354
 PO0354.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PO0354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 QO0232 ***********************************************************************
 QO0232  DESIGNATION -  18
 QO0232  PID         -  QO0232
 QO0232  STATE/COUNTY-  MN/PINE
 QO0232  USGS QUAD   -  BEROUN (1983)
 QO0232
 QO0232                         *CURRENT SURVEY CONTROL
 QO0232  ___________________________________________________________________
 QO0232* NAD 83(1986)-  45 57 45.     (N)    092 57 03.     (W)     SCALED    
 QO0232* NAVD 88     -       300.55   (+/-2cm)     986.1    (feet)  VERTCON   
 QO0232  ___________________________________________________________________
 QO0232  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 QO0232
 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.The vertical order pertains to the NGVD 29 superseded value.
 QO0232
 QO0232.The geoid height was determined by GEOID03.
 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_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_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   NGS
 QO0232
 QO0232                          STATION DESCRIPTION
 QO0232
 QO0232'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8707 ***********************************************************************
 DF8707  DESIGNATION -  18
 DF8707  PID         -  DF8707
 DF8707  STATE/COUNTY-  MN/KANABEC
 DF8707  USGS QUAD   -  ANN LAKE (1968)
 DF8707
 DF8707                         *CURRENT SURVEY CONTROL
 DF8707  ___________________________________________________________________
 DF8707* NAD 83(1996)-  45 54 35.30680(N)    093 28 30.98198(W)     ADJUSTED  
 DF8707* NAVD 88     -       346.3    (meters)    1136.     (feet)  GPS OBS   
 DF8707  ___________________________________________________________________
 DF8707  X           -    -269,491.304 (meters)                     COMP
 DF8707  Y           -  -4,437,572.281 (meters)                     COMP
 DF8707  Z           -   4,558,506.934 (meters)                     COMP
 DF8707  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 DF8707  ELLIP HEIGHT-         318.80  (meters)          (10/22/03) GPS OBS
 DF8707  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DF8707
 DF8707  HORZ ORDER  -  FIRST
 DF8707  ELLP ORDER  -  THIRD     CLASS II
 DF8707
 DF8707.The horizontal coordinates were established by GPS observations
 DF8707.and adjusted by the MN DEPT OF TRANSP in October 2003..
 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 DEFLEC99 derived deflections.
 DF8707
 DF8707.The ellipsoidal height was determined by GPS observations
 DF8707.and is referenced to NAD 83.
 DF8707
 DF8707.The geoid height was determined by GEOID03.
 DF8707
 DF8707;                    North         East     Units Scale Factor Converg.
 DF8707;SPC MN C     -   201,415.551   860,106.360   MT  0.99994939   +0 33 37.5
 DF8707;UTM  15      - 5,084,136.369   463,138.793   MT  0.99961670   -0 20 28.9
 DF8707
 DF8707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8707!SPC MN C     -   0.99995002  x   0.99994939  =   0.99989942
 DF8707!UTM  15      -   0.99995002  x   0.99961670  =   0.99956674
 DF8707
 DF8707                          SUPERSEDED SURVEY CONTROL
 DF8707
 DF8707.No superseded survey control is available for this station.
 DF8707
 DF8707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6313984136(NAD 83)
 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 = OCTOBER  6, 2006
 AH9842 ***********************************************************************
 AH9842  DESIGNATION -  18 CER
 AH9842  PID         -  AH9842
 AH9842  STATE/COUNTY-  MN/CLEARWATER
 AH9842  USGS QUAD   -  HEART LAKE (1981)
 AH9842
 AH9842                         *CURRENT SURVEY CONTROL
 AH9842  ___________________________________________________________________
 AH9842* NAD 83(1986)-  47 15 13.     (N)    095 15 17.     (W)     SCALED    
 AH9842* NAVD 88     -       455.732  (meters)    1495.18   (feet)  ADJUSTED  
 AH9842  ___________________________________________________________________
 AH9842  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AH9842  DYNAMIC HT  -         455.766 (meters)    1495.29  (feet)  COMP
 AH9842  MODELED GRAV-     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
 AH9842.and adjusted by the National Geodetic Survey in June 2004..
 AH9842
 AH9842.The geoid height was determined by GEOID03.
 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: 15TUN294358(NAD 83)
 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 = OCTOBER  6, 2006
 SK0655 ***********************************************************************
 SK0655  DESIGNATION -  18 CLC
 SK0655  PID         -  SK0655
 SK0655  STATE/COUNTY-  MN/POLK
 SK0655  USGS QUAD   -  OKLEE (1971)
 SK0655
 SK0655                         *CURRENT SURVEY CONTROL
 SK0655  ___________________________________________________________________
 SK0655* NAD 83(1986)-  47 46 30.     (N)    095 48 59.     (W)     SCALED    
 SK0655* NAVD 88     -       361.997  (meters)    1187.65   (feet)  ADJUSTED  
 SK0655  ___________________________________________________________________
 SK0655  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 SK0655  DYNAMIC HT  -         362.062 (meters)    1187.87  (feet)  COMP
 SK0655  MODELED GRAV-     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
 SK0655.and adjusted by the National Geodetic Survey in June 1991..
 SK0655
 SK0655.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0657 ***********************************************************************
 SK0657  DESIGNATION -  18 CLC A TBM
 SK0657  PID         -  SK0657
 SK0657  STATE/COUNTY-  MN/POLK
 SK0657  USGS QUAD   -  OKLEE (1971)
 SK0657
 SK0657                         *CURRENT SURVEY CONTROL
 SK0657  ___________________________________________________________________
 SK0657* NAD 83(1986)-  47 46 41.     (N)    095 47 40.     (W)     SCALED    
 SK0657* NAVD 88     -       365.596  (meters)    1199.46   (feet)  ADJUSTED  
 SK0657  ___________________________________________________________________
 SK0657  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 SK0657  DYNAMIC HT  -         365.661 (meters)    1199.67  (feet)  COMP
 SK0657  MODELED GRAV-     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
 SK0657.and adjusted by the National Geodetic Survey in June 1991..
 SK0657
 SK0657.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0656 ***********************************************************************
 SK0656  DESIGNATION -  18 CLC RM
 SK0656  PID         -  SK0656
 SK0656  STATE/COUNTY-  MN/POLK
 SK0656  USGS QUAD   -  OKLEE (1971)
 SK0656
 SK0656                         *CURRENT SURVEY CONTROL
 SK0656  ___________________________________________________________________
 SK0656* NAD 83(1986)-  47 46 31.     (N)    095 48 59.     (W)     SCALED    
 SK0656* NAVD 88     -       361.664  (meters)    1186.56   (feet)  ADJUSTED  
 SK0656  ___________________________________________________________________
 SK0656  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 SK0656  DYNAMIC HT  -         361.728 (meters)    1186.77  (feet)  COMP
 SK0656  MODELED GRAV-     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
 SK0656.and adjusted by the National Geodetic Survey in June 1991..
 SK0656
 SK0656.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI0969 ***********************************************************************
 AI0969  DESIGNATION -  18 DAW
 AI0969  PID         -  AI0969
 AI0969  STATE/COUNTY-  MN/SHERBURNE
 AI0969  USGS QUAD   -  LAKE FREMONT (1991)
 AI0969
 AI0969                         *CURRENT SURVEY CONTROL
 AI0969  ___________________________________________________________________
 AI0969* NAD 83(1986)-  45 26 37.     (N)    093 35 31.     (W)     SCALED    
 AI0969* NAVD 88     -       302.502  (meters)     992.46   (feet)  ADJUSTED  
 AI0969  ___________________________________________________________________
 AI0969  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AI0969  DYNAMIC HT  -         302.483 (meters)     992.40  (feet)  COMP
 AI0969  MODELED GRAV-     980,545.7   (mgal)                       NAVD 88
 AI0969
 AI0969  VERT ORDER  -  SECOND    CLASS I
 AI0969
 AI0969.The horizontal coordinates were scaled from a topographic map and have
 AI0969.an estimated accuracy of +/- 6 seconds.
 AI0969
 AI0969.The orthometric height was determined by differential leveling
 AI0969.and adjusted by the National Geodetic Survey in August 2004..
 AI0969.No vertical observational check was made to the station.
 AI0969
 AI0969.The geoid height was determined by GEOID03.
 AI0969
 AI0969.The dynamic height is computed by dividing the NAVD 88
 AI0969.geopotential number by the normal gravity value computed on the
 AI0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0969.degrees latitude (g = 980.6199 gals.).
 AI0969
 AI0969.The modeled gravity was interpolated from observed gravity values.
 AI0969
 AI0969;                    North         East    Units  Estimated Accuracy
 AI0969;SPC MN S     -   371,610.      831,930.      MT  (+/- 180 meters Scaled)
 AI0969
 AI0969                          SUPERSEDED SURVEY CONTROL
 AI0969
 AI0969.No superseded survey control is available for this station.
 AI0969
 AI0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL537324(NAD 83)
 AI0969_MARKER: DB = BENCH MARK DISK
 AI0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0969_STAMPING: 18 DAW 1958 992 FEET
 AI0969_MARK LOGO: USGS  
 AI0969_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0969+STABILITY: SURFACE MOTION
 AI0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0969+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 AI0969
 AI0969  HISTORY     - Date     Condition        Report By
 AI0969  HISTORY     - 1958     MONUMENTED       USGS
 AI0969  HISTORY     - 19891030 GOOD             MNDT
 AI0969
 AI0969                          STATION DESCRIPTION
 AI0969
 AI0969'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0969'THE MARK IS LOCATED IN THE CITY OF ZIMMERMAN, 0.4 MILE (0.6 KM) WEST
 AI0969'ALONG COUNTY ROAD 4 FROM ITS JUNCTION WITH TRUNK HIGHWAY 169, IN THE
 AI0969'NORTHEAST QUADRANT AT THE INTERSECTION OF COUNTY ROAD 4 (FREEMONT
 AI0969'AVENUE) AND WEST THIRD STREET, AND IN THE SW 1/4 OF SECTION 9, T34N,
 AI0969'R26W.  THE MARK IS 65.5 FEET (20.0 M) NORTH OF AND ABOUT ONE FOOT
 AI0969'HIGHER THAN THE CENTERLINE OF COUNTY ROAD 4, 55.0 FEET (16.8 M) EAST
 AI0969'OF THE CENTERLINE OF WEST THIRD STREET, 25.0 FEET (7.6 M) NORTH OF THE
 AI0969'SOUTHWEST CORNER OF AND 1.0 FT (0.3 M) WEST OF THE WEST WALL OF A
 AI0969'METHODIST CHURCH.  THE MARK, A STANDARD USGS BENCH MARK DISK
 AI0969'STAMPED---18 DAW 1958 922 FEET---, IS SET IN THE TOP OF A CONCRETE
 AI0969'MONUMENT AND PROJECTS 0.1 FOOT (3.0 CM) ABOVE THE GROUND.  THIS MARK
 AI0969'WAS PREVIOUSLY DESCRIBED IN USGS VERTICAL QUAD 138.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0045 ***********************************************************************
 QP0045  DESIGNATION -  18 ES
 QP0045  PID         -  QP0045
 QP0045  STATE/COUNTY-  MN/STEARNS
 QP0045  USGS QUAD   -  ST CLOUD (1993)
 QP0045
 QP0045                         *CURRENT SURVEY CONTROL
 QP0045  ___________________________________________________________________
 QP0045* NAD 83(1986)-  45 30 48.     (N)    094 09 31.     (W)     SCALED    
 QP0045* NAVD 88     -       309.448  (meters)    1015.25   (feet)  ADJUSTED  
 QP0045  ___________________________________________________________________
 QP0045  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 QP0045  DYNAMIC HT  -         309.439 (meters)    1015.22  (feet)  COMP
 QP0045  MODELED GRAV-     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
 QP0045.and adjusted by the National Geodetic Survey in June 1991..
 QP0045
 QP0045.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AC8183 ***********************************************************************
 AC8183  DESIGNATION -  18 GAF
 AC8183  PID         -  AC8183
 AC8183  STATE/COUNTY-  MN/SCOTT
 AC8183  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AC8183
 AC8183                         *CURRENT SURVEY CONTROL
 AC8183  ___________________________________________________________________
 AC8183* NAD 83(1986)-  44 32 36.     (N)    093 45 17.     (W)     SCALED    
 AC8183* NAVD 88     -       302.728  (meters)     993.20   (feet)  ADJUSTED  
 AC8183  ___________________________________________________________________
 AC8183  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AC8183  DYNAMIC HT  -         302.695 (meters)     993.09  (feet)  COMP
 AC8183  MODELED GRAV-     980,500.5   (mgal)                       NAVD 88
 AC8183
 AC8183  VERT ORDER  -  SECOND    CLASS I
 AC8183
 AC8183.The horizontal coordinates were scaled from a topographic map and have
 AC8183.an estimated accuracy of +/- 6 seconds.
 AC8183
 AC8183.The orthometric height was determined by differential leveling
 AC8183.and adjusted by the National Geodetic Survey in September 1997..
 AC8183
 AC8183.The geoid height was determined by GEOID03.
 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     -   271,510.      819,490.      MT  (+/- 180 meters Scaled)
 AC8183
 AC8183                          SUPERSEDED SURVEY CONTROL
 AC8183
 AC8183.No superseded survey control is available for this station.
 AC8183
 AC8183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK400325(NAD 83)
 AC8183_MARKER: DD = SURVEY DISK
 AC8183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8183_STAMPING: 18 GAF 1955
 AC8183_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8183
 AC8183  HISTORY     - Date     Condition        Report By
 AC8183  HISTORY     - 1955     MONUMENTED       USGS
 AC8183  HISTORY     - 1980     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0602 ***********************************************************************
 ON0602  DESIGNATION -  18 RDS RESET
 ON0602  PID         -  ON0602
 ON0602  STATE/COUNTY-  MN/WINONA
 ON0602  USGS QUAD   -  LEWISTON (1974)
 ON0602
 ON0602                         *CURRENT SURVEY CONTROL
 ON0602  ___________________________________________________________________
 ON0602* NAD 83(1986)-  43 57 16.     (N)    091 52 08.     (W)     SCALED    
 ON0602* NAVD 88     -       361.76   (meters)    1186.9    (feet)  RESET     
 ON0602  ___________________________________________________________________
 ON0602  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 ON0602
 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.No vertical observational check was made to the station.
 ON0602
 ON0602.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 ON0602_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 PP2083 ***********************************************************************
 PP2083  DESIGNATION -  18 RLG
 PP2083  PID         -  PP2083
 PP2083  STATE/COUNTY-  MN/BLUE EARTH
 PP2083  USGS QUAD   -  BEAUFORD (1974)
 PP2083
 PP2083                         *CURRENT SURVEY CONTROL
 PP2083  ___________________________________________________________________
 PP2083* NAD 83(1986)-  44 04 46.     (N)    093 52 42.     (W)     SCALED    
 PP2083* NAVD 88     -       299.010  (meters)     981.00   (feet)  ADJUSTED  
 PP2083  ___________________________________________________________________
 PP2083  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 PP2083  DYNAMIC HT  -         298.956 (meters)     980.82  (feet)  COMP
 PP2083  MODELED GRAV-     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
 PP2083.and adjusted by the National Geodetic Survey in June 1991..
 PP2083
 PP2083.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PR0782 ***********************************************************************
 PR0782  DESIGNATION -  18 T
 PR0782  PID         -  PR0782
 PR0782  STATE/COUNTY-  MN/LINCOLN
 PR0782  USGS QUAD   -  TYLER (1963)
 PR0782
 PR0782                         *CURRENT SURVEY CONTROL
 PR0782  ___________________________________________________________________
 PR0782* NAD 83(1996)-  44 22 19.66224(N)    096 14 08.73522(W)     ADJUSTED  
 PR0782* NAVD 88     -       539.04   (+/-2cm)    1768.5    (feet)  VERTCON   
 PR0782  ___________________________________________________________________
 PR0782  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 PR0782  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 PR0782
 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.The vertical order pertains to the NGVD 29 superseded value.
 PR0782
 PR0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 PR0782
 PR0782.The geoid height was determined by GEOID03.
 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;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     -   0.99991957  x   0.99992458  =   0.99984416
 PR0782!UTM  14      -   0.99991957  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: 14TQQ2023316922(NAD 83)
 PR0782_MARKER: DB = BENCH MARK DISK
 PR0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0782_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 AI5731 ***********************************************************************
 AI5731  DESIGNATION -  1801 A
 AI5731  PID         -  AI5731
 AI5731  STATE/COUNTY-  MN/CROW WING
 AI5731  USGS QUAD   -  GARRISON (1973)
 AI5731
 AI5731                         *CURRENT SURVEY CONTROL
 AI5731  ___________________________________________________________________
 AI5731* NAD 83(1986)-  46 21 27.     (N)    093 52 17.     (W)     SCALED    
 AI5731* NAVD 88     -       387.332  (meters)    1270.77   (feet)  ADJUSTED  
 AI5731  ___________________________________________________________________
 AI5731  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AI5731  DYNAMIC HT  -         387.341 (meters)    1270.80  (feet)  COMP
 AI5731  MODELED GRAV-     980,627.5   (mgal)                       NAVD 88
 AI5731
 AI5731  VERT ORDER  -  SECOND    CLASS I
 AI5731
 AI5731.The horizontal coordinates were scaled from a topographic map and have
 AI5731.an estimated accuracy of +/- 6 seconds.
 AI5731
 AI5731.The orthometric height was determined by differential leveling
 AI5731.and adjusted by the National Geodetic Survey in August 2006..
 AI5731
 AI5731.The geoid height was determined by GEOID03.
 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     -   250,950.      829,140.      MT  (+/- 180 meters Scaled)
 AI5731
 AI5731                          SUPERSEDED SURVEY CONTROL
 AI5731
 AI5731  NAVD 88 (09/27/00)  387.332  (m)         1270.77   (f) UNKNOWN     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: 15TVM329341(NAD 83)
 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 = OCTOBER  6, 2006
 AI5732 ***********************************************************************
 AI5732  DESIGNATION -  1801 B
 AI5732  PID         -  AI5732
 AI5732  STATE/COUNTY-  MN/CROW WING
 AI5732  USGS QUAD   -  GRAVE LAKE (1973)
 AI5732
 AI5732                         *CURRENT SURVEY CONTROL
 AI5732  ___________________________________________________________________
 AI5732* NAD 83(1986)-  46 22 25.     (N)    093 52 32.     (W)     SCALED    
 AI5732* NAVD 88     -       386.880  (meters)    1269.29   (feet)  ADJUSTED  
 AI5732  ___________________________________________________________________
 AI5732  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AI5732  DYNAMIC HT  -         386.889 (meters)    1269.32  (feet)  COMP
 AI5732  MODELED GRAV-     980,627.4   (mgal)                       NAVD 88
 AI5732
 AI5732  VERT ORDER  -  SECOND    CLASS I
 AI5732
 AI5732.The horizontal coordinates were scaled from a topographic map and have
 AI5732.an estimated accuracy of +/- 6 seconds.
 AI5732
 AI5732.The orthometric height was determined by differential leveling
 AI5732.and adjusted by the National Geodetic Survey in August 2006..
 AI5732
 AI5732.The geoid height was determined by GEOID03.
 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     -   252,740.      828,810.      MT  (+/- 180 meters Scaled)
 AI5732
 AI5732                          SUPERSEDED SURVEY CONTROL
 AI5732
 AI5732  NAVD 88 (09/27/00)  386.880  (m)         1269.29   (f) UNKNOWN     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: 15TVM326359(NAD 83)
 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 = OCTOBER  6, 2006
 AI5733 ***********************************************************************
 AI5733  DESIGNATION -  1801 C
 AI5733  PID         -  AI5733
 AI5733  STATE/COUNTY-  MN/CROW WING
 AI5733  USGS QUAD   -  BAY LAKE (1973)
 AI5733
 AI5733                         *CURRENT SURVEY CONTROL
 AI5733  ___________________________________________________________________
 AI5733* NAD 83(1986)-  46 23 14.     (N)    093 52 22.     (W)     SCALED    
 AI5733* NAVD 88     -       388.181  (meters)    1273.56   (feet)  ADJUSTED  
 AI5733  ___________________________________________________________________
 AI5733  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AI5733  DYNAMIC HT  -         388.191 (meters)    1273.59  (feet)  COMP
 AI5733  MODELED GRAV-     980,628.2   (mgal)                       NAVD 88
 AI5733
 AI5733  VERT ORDER  -  SECOND    CLASS I
 AI5733
 AI5733.The horizontal coordinates were scaled from a topographic map and have
 AI5733.an estimated accuracy of +/- 6 seconds.
 AI5733
 AI5733.The orthometric height was determined by differential leveling
 AI5733.and adjusted by the National Geodetic Survey in August 2006..
 AI5733
 AI5733.The geoid height was determined by GEOID03.
 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     -   254,250.      829,010.      MT  (+/- 180 meters Scaled)
 AI5733
 AI5733                          SUPERSEDED SURVEY CONTROL
 AI5733
 AI5733  NAVD 88 (09/27/00)  388.181  (m)         1273.56   (f) UNKNOWN     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: 15TVM328374(NAD 83)
 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 = OCTOBER  6, 2006
 AI5734 ***********************************************************************
 AI5734  DESIGNATION -  1801 D
 AI5734  PID         -  AI5734
 AI5734  STATE/COUNTY-  MN/CROW WING
 AI5734  USGS QUAD   -  CROSBY (1973)
 AI5734
 AI5734                         *CURRENT SURVEY CONTROL
 AI5734  ___________________________________________________________________
 AI5734* NAD 83(1986)-  46 23 57.     (N)    093 52 49.     (W)     SCALED    
 AI5734* NAVD 88     -       396.866  (meters)    1302.05   (feet)  ADJUSTED  
 AI5734  ___________________________________________________________________
 AI5734  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AI5734  DYNAMIC HT  -         396.877 (meters)    1302.09  (feet)  COMP
 AI5734  MODELED GRAV-     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
 AI5734.and adjusted by the National Geodetic Survey in August 2006..
 AI5734
 AI5734.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 NOT SUITABLE FOR
 AI5734+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AI5734_ROD/PIPE-DEPTH: 13.1 meters
 AI5734
 AI5734  HISTORY     - Date     Condition        Report By
 AI5734  HISTORY     - 1994     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5735 ***********************************************************************
 AI5735  DESIGNATION -  1801 E
 AI5735  PID         -  AI5735
 AI5735  STATE/COUNTY-  MN/CROW WING
 AI5735  USGS QUAD   -  BAY LAKE (1973)
 AI5735
 AI5735                         *CURRENT SURVEY CONTROL
 AI5735  ___________________________________________________________________
 AI5735* NAD 83(1986)-  46 24 42.     (N)    093 52 21.     (W)     SCALED    
 AI5735* NAVD 88     -       394.181  (meters)    1293.24   (feet)  ADJUSTED  
 AI5735  ___________________________________________________________________
 AI5735  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AI5735  DYNAMIC HT  -         394.192 (meters)    1293.28  (feet)  COMP
 AI5735  MODELED GRAV-     980,631.0   (mgal)                       NAVD 88
 AI5735
 AI5735  VERT ORDER  -  SECOND    CLASS I
 AI5735
 AI5735.The horizontal coordinates were scaled from a topographic map and have
 AI5735.an estimated accuracy of +/- 6 seconds.
 AI5735
 AI5735.The orthometric height was determined by differential leveling
 AI5735.and adjusted by the National Geodetic Survey in August 2006..
 AI5735
 AI5735.The geoid height was determined by GEOID03.
 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     -   256,970.      829,020.      MT  (+/- 180 meters Scaled)
 AI5735
 AI5735                          SUPERSEDED SURVEY CONTROL
 AI5735
 AI5735  NAVD 88 (09/27/00)  394.181  (m)         1293.24   (f) UNKNOWN     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: 15TVM329401(NAD 83)
 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 = OCTOBER  6, 2006
 AI5736 ***********************************************************************
 AI5736  DESIGNATION -  1801 F
 AI5736  PID         -  AI5736
 AI5736  STATE/COUNTY-  MN/CROW WING
 AI5736  USGS QUAD   -  BAY LAKE (1973)
 AI5736
 AI5736                         *CURRENT SURVEY CONTROL
 AI5736  ___________________________________________________________________
 AI5736* NAD 83(1986)-  46 25 54.     (N)    093 52 25.     (W)     SCALED    
 AI5736* NAVD 88     -       398.880  (meters)    1308.66   (feet)  ADJUSTED  
 AI5736  ___________________________________________________________________
 AI5736  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AI5736  DYNAMIC HT  -         398.893 (meters)    1308.70  (feet)  COMP
 AI5736  MODELED GRAV-     980,633.9   (mgal)                       NAVD 88
 AI5736
 AI5736  VERT ORDER  -  SECOND    CLASS I
 AI5736
 AI5736.The horizontal coordinates were scaled from a topographic map and have
 AI5736.an estimated accuracy of +/- 6 seconds.
 AI5736
 AI5736.The orthometric height was determined by differential leveling
 AI5736.and adjusted by the National Geodetic Survey in August 2006..
 AI5736
 AI5736.The geoid height was determined by GEOID03.
 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     -   259,190.      828,930.      MT  (+/- 180 meters Scaled)
 AI5736
 AI5736                          SUPERSEDED SURVEY CONTROL
 AI5736
 AI5736  NAVD 88 (09/27/00)  398.880  (m)         1308.66   (f) UNKNOWN     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: 15TVM328423(NAD 83)
 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 = OCTOBER  6, 2006
 AI5737 ***********************************************************************
 AI5737  DESIGNATION -  1801 G
 AI5737  PID         -  AI5737
 AI5737  STATE/COUNTY-  MN/CROW WING
 AI5737  USGS QUAD   -  CROSBY (1973)
 AI5737
 AI5737                         *CURRENT SURVEY CONTROL
 AI5737  ___________________________________________________________________
 AI5737* NAD 83(1986)-  46 26 54.     (N)    093 52 44.     (W)     SCALED    
 AI5737* NAVD 88     -       380.714  (meters)    1249.06   (feet)  ADJUSTED  
 AI5737  ___________________________________________________________________
 AI5737  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AI5737  DYNAMIC HT  -         380.727 (meters)    1249.10  (feet)  COMP
 AI5737  MODELED GRAV-     980,636.7   (mgal)                       NAVD 88
 AI5737
 AI5737  VERT ORDER  -  SECOND    CLASS I
 AI5737
 AI5737.The horizontal coordinates were scaled from a topographic map and have
 AI5737.an estimated accuracy of +/- 6 seconds.
 AI5737
 AI5737.The orthometric height was determined by differential leveling
 AI5737.and adjusted by the National Geodetic Survey in August 2006..
 AI5737
 AI5737.The geoid height was determined by GEOID03.
 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     -   261,040.      828,510.      MT  (+/- 180 meters Scaled)
 AI5737
 AI5737                          SUPERSEDED SURVEY CONTROL
 AI5737
 AI5737  NAVD 88 (09/27/00)  380.714  (m)         1249.06   (f) UNKNOWN     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: 15TVM324442(NAD 83)
 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 = OCTOBER  6, 2006
 AI5738 ***********************************************************************
 AI5738  DESIGNATION -  1801 H
 AI5738  PID         -  AI5738
 AI5738  STATE/COUNTY-  MN/CROW WING
 AI5738  USGS QUAD   -  CROSBY (1973)
 AI5738
 AI5738                         *CURRENT SURVEY CONTROL
 AI5738  ___________________________________________________________________
 AI5738* NAD 83(1986)-  46 27 31.     (N)    093 53 00.     (W)     SCALED    
 AI5738* NAVD 88     -       386.248  (meters)    1267.22   (feet)  ADJUSTED  
 AI5738  ___________________________________________________________________
 AI5738  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AI5738  DYNAMIC HT  -         386.261 (meters)    1267.26  (feet)  COMP
 AI5738  MODELED GRAV-     980,638.4   (mgal)                       NAVD 88
 AI5738
 AI5738  VERT ORDER  -  SECOND    CLASS I
 AI5738
 AI5738.The horizontal coordinates were scaled from a topographic map and have
 AI5738.an estimated accuracy of +/- 6 seconds.
 AI5738
 AI5738.The orthometric height was determined by differential leveling
 AI5738.and adjusted by the National Geodetic Survey in August 2006..
 AI5738
 AI5738.The geoid height was determined by GEOID03.
 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     -   262,190.      828,170.      MT  (+/- 180 meters Scaled)
 AI5738
 AI5738                          SUPERSEDED SURVEY CONTROL
 AI5738
 AI5738  NAVD 88 (09/27/00)  386.248  (m)         1267.22   (f) UNKNOWN     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: 15TVM321453(NAD 83)
 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 = OCTOBER  6, 2006
 AI5739 ***********************************************************************
 AI5739  DESIGNATION -  1801 J
 AI5739  PID         -  AI5739
 AI5739  STATE/COUNTY-  MN/CROW WING
 AI5739  USGS QUAD   -  CROSBY (1973)
 AI5739
 AI5739                         *CURRENT SURVEY CONTROL
 AI5739  ___________________________________________________________________
 AI5739* NAD 83(1986)-  46 28 04.     (N)    093 53 12.     (W)     SCALED    
 AI5739* NAVD 88     -       390.047  (meters)    1279.68   (feet)  ADJUSTED  
 AI5739  ___________________________________________________________________
 AI5739  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AI5739  DYNAMIC HT  -         390.062 (meters)    1279.73  (feet)  COMP
 AI5739  MODELED GRAV-     980,639.8   (mgal)                       NAVD 88
 AI5739
 AI5739  VERT ORDER  -  SECOND    CLASS I
 AI5739
 AI5739.The horizontal coordinates were scaled from a topographic map and have
 AI5739.an estimated accuracy of +/- 6 seconds.
 AI5739
 AI5739.The orthometric height was determined by differential leveling
 AI5739.and adjusted by the National Geodetic Survey in August 2006..
 AI5739
 AI5739.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AI5739;SPC MN C     -   263,200.      827,910.      MT  (+/- 180 meters Scaled)
 AI5739
 AI5739                          SUPERSEDED SURVEY CONTROL
 AI5739
 AI5739  NAVD 88 (09/27/00)  390.047  (m)         1279.68   (f) UNKNOWN     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: 15TVM319464(NAD 83)
 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     - 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 US POWER SQUADRON 2005 (TAG)
 AI5739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6954 ***********************************************************************
 AH6954  DESIGNATION -  1802 A
 AH6954  PID         -  AH6954
 AH6954  STATE/COUNTY-  MN/CROW WING
 AH6954  USGS QUAD   -  EMILY (1994)
 AH6954
 AH6954                         *CURRENT SURVEY CONTROL
 AH6954  ___________________________________________________________________
 AH6954* NAD 83(1986)-  46 37 48.     (N)    093 56 52.     (W)     SCALED    
 AH6954* NAVD 88     -       381.485  (meters)    1251.59   (feet)  ADJUSTED  
 AH6954  ___________________________________________________________________
 AH6954  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AH6954  DYNAMIC HT  -         381.502 (meters)    1251.64  (feet)  COMP
 AH6954  MODELED GRAV-     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
 AH6954.and adjusted by the National Geodetic Survey in August 2006..
 AH6954
 AH6954.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6955 ***********************************************************************
 AH6955  DESIGNATION -  1802 B
 AH6955  PID         -  AH6955
 AH6955  STATE/COUNTY-  MN/CROW WING
 AH6955  USGS QUAD   -  EMILY (1994)
 AH6955
 AH6955                         *CURRENT SURVEY CONTROL
 AH6955  ___________________________________________________________________
 AH6955* NAD 83(1986)-  46 38 54.     (N)    093 57 13.     (W)     SCALED    
 AH6955* NAVD 88     -       370.669  (meters)    1216.10   (feet)  ADJUSTED  
 AH6955  ___________________________________________________________________
 AH6955  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AH6955  DYNAMIC HT  -         370.686 (meters)    1216.16  (feet)  COMP
 AH6955  MODELED GRAV-     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
 AH6955.and adjusted by the National Geodetic Survey in August 2006..
 AH6955
 AH6955.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6956 ***********************************************************************
 AH6956  DESIGNATION -  1802 C
 AH6956  PID         -  AH6956
 AH6956  STATE/COUNTY-  MN/CROW WING
 AH6956  USGS QUAD   -  EMILY (1994)
 AH6956
 AH6956                         *CURRENT SURVEY CONTROL
 AH6956  ___________________________________________________________________
 AH6956* NAD 83(1986)-  46 39 44.     (N)    093 57 11.     (W)     SCALED    
 AH6956* NAVD 88     -       374.548  (meters)    1228.83   (feet)  ADJUSTED  
 AH6956  ___________________________________________________________________
 AH6956  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AH6956  DYNAMIC HT  -         374.565 (meters)    1228.89  (feet)  COMP
 AH6956  MODELED GRAV-     980,650.5   (mgal)                       NAVD 88
 AH6956
 AH6956  VERT ORDER  -  SECOND    CLASS I
 AH6956
 AH6956.The horizontal coordinates were scaled from a topographic map and have
 AH6956.an estimated accuracy of +/- 6 seconds.
 AH6956
 AH6956.The orthometric height was determined by differential leveling
 AH6956.and adjusted by the National Geodetic Survey in August 2006..
 AH6956
 AH6956.The geoid height was determined by GEOID03.
 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     -   284,790.      822,730.      MT  (+/- 180 meters Scaled)
 AH6956
 AH6956                          SUPERSEDED SURVEY CONTROL
 AH6956
 AH6956  NAVD 88 (09/27/00)  374.548  (m)         1228.83   (f) UNKNOWN     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: 15TVM270680(NAD 83)
 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 - November 16, 2004
 AH6956
 AH6956  HISTORY     - Date     Condition        Report By
 AH6956  HISTORY     - 1971     MONUMENTED       MNHD
 AH6956  HISTORY     - 19940804 GOOD             MNDT
 AH6956  HISTORY     - 20041116 GOOD             MNDT
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5799 ***********************************************************************
 AB5799  DESIGNATION -  1802 C 1
 AB5799  PID         -  AB5799
 AB5799  STATE/COUNTY-  MN/CROW WING
 AB5799  USGS QUAD   -  CROSS LAKE (1994)
 AB5799
 AB5799                         *CURRENT SURVEY CONTROL
 AB5799  ___________________________________________________________________
 AB5799* NAD 83(1996)-  46 40 04.23896(N)    094 06 43.19518(W)     ADJUSTED  
 AB5799* NAVD 88     -       374.7    (meters)    1229.     (feet)  GPS OBS   
 AB5799  ___________________________________________________________________
 AB5799  X           -    -314,422.026 (meters)                     COMP
 AB5799  Y           -  -4,373,570.194 (meters)                     COMP
 AB5799  Z           -   4,616,756.129 (meters)                     COMP
 AB5799  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AB5799  ELLIP HEIGHT-         346.78  (meters)          (03/16/99) GPS OBS
 AB5799  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AB5799
 AB5799  HORZ ORDER  -  FIRST
 AB5799  ELLP ORDER  -  FOURTH    CLASS I
 AB5799
 AB5799.The horizontal coordinates were established by GPS observations
 AB5799.and adjusted by the National Geodetic Survey in March 1999..
 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 DEFLEC99 derived deflections.
 AB5799
 AB5799.The ellipsoidal height was determined by GPS observations
 AB5799.and is referenced to NAD 83.
 AB5799
 AB5799.The geoid height was determined by GEOID03.
 AB5799
 AB5799;                    North         East     Units Scale Factor Converg.
 AB5799;SPC MN C     -   285,385.913   810,560.047   MT  0.99993888   +0 05 59.4
 AB5799;UTM  15      - 5,168,854.369   414,937.475   MT  0.99968894   -0 48 32.0
 AB5799
 AB5799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5799!SPC MN C     -   0.99994564  x   0.99993888  =   0.99988453
 AB5799!UTM  15      -   0.99994564  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(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_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 - August 20, 1993
 AB5799
 AB5799  HISTORY     - Date     Condition        Report By
 AB5799  HISTORY     - 1985     MONUMENTED       MNDT
 AB5799  HISTORY     - 19930820 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6957 ***********************************************************************
 AH6957  DESIGNATION -  1802 D
 AH6957  PID         -  AH6957
 AH6957  STATE/COUNTY-  MN/CROW WING
 AH6957  USGS QUAD   -  EMILY (1994)
 AH6957
 AH6957                         *CURRENT SURVEY CONTROL
 AH6957  ___________________________________________________________________
 AH6957* NAD 83(1986)-  46 40 32.     (N)    093 57 13.     (W)     SCALED    
 AH6957* NAVD 88     -       382.170  (meters)    1253.84   (feet)  ADJUSTED  
 AH6957  ___________________________________________________________________
 AH6957  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AH6957  DYNAMIC HT  -         382.189 (meters)    1253.90  (feet)  COMP
 AH6957  MODELED GRAV-     980,652.4   (mgal)                       NAVD 88
 AH6957
 AH6957  VERT ORDER  -  SECOND    CLASS I
 AH6957
 AH6957.The horizontal coordinates were scaled from a topographic map and have
 AH6957.an estimated accuracy of +/- 6 seconds.
 AH6957
 AH6957.The orthometric height was determined by differential leveling
 AH6957.and adjusted by the National Geodetic Survey in August 2006..
 AH6957
 AH6957.The geoid height was determined by GEOID03.
 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     -   286,280.      822,680.      MT  (+/- 180 meters Scaled)
 AH6957
 AH6957                          SUPERSEDED SURVEY CONTROL
 AH6957
 AH6957  NAVD 88 (09/27/00)  382.171  (m)         1253.84   (f) UNKNOWN     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: 15TVM270695(NAD 83)
 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: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6957+STABILITY: SURFACE MOTION
 AH6957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6957+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1994
 AH6957
 AH6957  HISTORY     - Date     Condition        Report By
 AH6957  HISTORY     - 1971     MONUMENTED       MNDT
 AH6957  HISTORY     - 19940913 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) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6959 ***********************************************************************
 AH6959  DESIGNATION -  1802 F
 AH6959  PID         -  AH6959
 AH6959  STATE/COUNTY-  MN/CROW WING
 AH6959  USGS QUAD   -  EMILY (1994)
 AH6959
 AH6959                         *CURRENT SURVEY CONTROL
 AH6959  ___________________________________________________________________
 AH6959* NAD 83(1986)-  46 42 06.     (N)    093 57 26.     (W)     SCALED    
 AH6959* NAVD 88     -       389.691  (meters)    1278.51   (feet)  ADJUSTED  
 AH6959  ___________________________________________________________________
 AH6959  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AH6959  DYNAMIC HT  -         389.711 (meters)    1278.58  (feet)  COMP
 AH6959  MODELED GRAV-     980,655.7   (mgal)                       NAVD 88
 AH6959
 AH6959  VERT ORDER  -  SECOND    CLASS I
 AH6959
 AH6959.The horizontal coordinates were scaled from a topographic map and have
 AH6959.an estimated accuracy of +/- 6 seconds.
 AH6959
 AH6959.The orthometric height was determined by differential leveling
 AH6959.and adjusted by the National Geodetic Survey in August 2006..
 AH6959
 AH6959.The geoid height was determined by GEOID03.
 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     -   289,180.      822,390.      MT  (+/- 180 meters Scaled)
 AH6959
 AH6959                          SUPERSEDED SURVEY CONTROL
 AH6959
 AH6959  NAVD 88 (09/27/00)  389.691  (m)         1278.51   (f) UNKNOWN     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: 15TVM268724(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6960 ***********************************************************************
 AH6960  DESIGNATION -  1802 G
 AH6960  PID         -  AH6960
 AH6960  STATE/COUNTY-  MN/CROW WING
 AH6960  USGS QUAD   -  EMILY (1994)
 AH6960
 AH6960                         *CURRENT SURVEY CONTROL
 AH6960  ___________________________________________________________________
 AH6960* NAD 83(1986)-  46 42 50.     (N)    093 57 25.     (W)     SCALED    
 AH6960* NAVD 88     -       385.206  (meters)    1263.80   (feet)  ADJUSTED  
 AH6960  ___________________________________________________________________
 AH6960  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AH6960  DYNAMIC HT  -         385.227 (meters)    1263.87  (feet)  COMP
 AH6960  MODELED GRAV-     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
 AH6960.and adjusted by the National Geodetic Survey in August 2006..
 AH6960
 AH6960.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6945 ***********************************************************************
 AH6945  DESIGNATION -  1802 J
 AH6945  PID         -  AH6945
 AH6945  STATE/COUNTY-  MN/CROW WING
 AH6945  USGS QUAD   -  CUYUNA (1973)
 AH6945
 AH6945                         *CURRENT SURVEY CONTROL
 AH6945  ___________________________________________________________________
 AH6945* NAD 83(1986)-  46 30 34.     (N)    093 57 38.     (W)     SCALED    
 AH6945* NAVD 88     -       370.818  (meters)    1216.59   (feet)  ADJUSTED  
 AH6945  ___________________________________________________________________
 AH6945  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AH6945  DYNAMIC HT  -         370.835 (meters)    1216.65  (feet)  COMP
 AH6945  MODELED GRAV-     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
 AH6945.and adjusted by the National Geodetic Survey in August 2006..
 AH6945
 AH6945.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6946 ***********************************************************************
 AH6946  DESIGNATION -  1802 K
 AH6946  PID         -  AH6946
 AH6946  STATE/COUNTY-  MN/CROW WING
 AH6946  USGS QUAD   -  CUYUNA (1973)
 AH6946
 AH6946                         *CURRENT SURVEY CONTROL
 AH6946  ___________________________________________________________________
 AH6946* NAD 83(1986)-  46 31 32.     (N)    093 57 09.     (W)     SCALED    
 AH6946* NAVD 88     -       372.581  (meters)    1222.38   (feet)  ADJUSTED  
 AH6946  ___________________________________________________________________
 AH6946  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AH6946  DYNAMIC HT  -         372.599 (meters)    1222.44  (feet)  COMP
 AH6946  MODELED GRAV-     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
 AH6946.and adjusted by the National Geodetic Survey in August 2006..
 AH6946
 AH6946.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6947 ***********************************************************************
 AH6947  DESIGNATION -  1802 L
 AH6947  PID         -  AH6947
 AH6947  STATE/COUNTY-  MN/CROW WING
 AH6947  USGS QUAD   -  CUYUNA (1973)
 AH6947
 AH6947                         *CURRENT SURVEY CONTROL
 AH6947  ___________________________________________________________________
 AH6947* NAD 83(1986)-  46 32 18.     (N)    093 56 59.     (W)     SCALED    
 AH6947* NAVD 88     -       372.975  (meters)    1223.67   (feet)  ADJUSTED  
 AH6947  ___________________________________________________________________
 AH6947  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AH6947  DYNAMIC HT  -         372.992 (meters)    1223.72  (feet)  COMP
 AH6947  MODELED GRAV-     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
 AH6947.and adjusted by the National Geodetic Survey in August 2006..
 AH6947
 AH6947.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6948 ***********************************************************************
 AH6948  DESIGNATION -  1802 M
 AH6948  PID         -  AH6948
 AH6948  STATE/COUNTY-  MN/CROW WING
 AH6948  USGS QUAD   -  CUYUNA (1973)
 AH6948
 AH6948                         *CURRENT SURVEY CONTROL
 AH6948  ___________________________________________________________________
 AH6948* NAD 83(1986)-  46 32 38.     (N)    093 57 21.     (W)     SCALED    
 AH6948* NAVD 88     -       369.205  (meters)    1211.30   (feet)  ADJUSTED  
 AH6948  ___________________________________________________________________
 AH6948  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AH6948  DYNAMIC HT  -         369.221 (meters)    1211.35  (feet)  COMP
 AH6948  MODELED GRAV-     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
 AH6948.and adjusted by the National Geodetic Survey in August 2006..
 AH6948
 AH6948.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6949 ***********************************************************************
 AH6949  DESIGNATION -  1802 N
 AH6949  PID         -  AH6949
 AH6949  STATE/COUNTY-  MN/CROW WING
 AH6949  USGS QUAD   -  CUYUNA (1973)
 AH6949
 AH6949                         *CURRENT SURVEY CONTROL
 AH6949  ___________________________________________________________________
 AH6949* NAD 83(1986)-  46 33 36.     (N)    093 57 08.     (W)     SCALED    
 AH6949* NAVD 88     -       378.654  (meters)    1242.30   (feet)  ADJUSTED  
 AH6949  ___________________________________________________________________
 AH6949  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AH6949  DYNAMIC HT  -         378.670 (meters)    1242.35  (feet)  COMP
 AH6949  MODELED GRAV-     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
 AH6949.and adjusted by the National Geodetic Survey in August 2006..
 AH6949
 AH6949.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_MARKER: DD = SURVEY DISK
 AH6949_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH6949+WITH SETTING: INFORMATION.
 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 = OCTOBER  6, 2006
 AH6950 ***********************************************************************
 AH6950  DESIGNATION -  1802 P
 AH6950  PID         -  AH6950
 AH6950  STATE/COUNTY-  MN/CROW WING
 AH6950  USGS QUAD   -  CUYUNA (1973)
 AH6950
 AH6950                         *CURRENT SURVEY CONTROL
 AH6950  ___________________________________________________________________
 AH6950* NAD 83(1986)-  46 34 23.     (N)    093 57 12.     (W)     SCALED    
 AH6950* NAVD 88     -       387.002  (meters)    1269.69   (feet)  ADJUSTED  
 AH6950  ___________________________________________________________________
 AH6950  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AH6950  DYNAMIC HT  -         387.017 (meters)    1269.74  (feet)  COMP
 AH6950  MODELED GRAV-     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
 AH6950.and adjusted by the National Geodetic Survey in August 2006..
 AH6950
 AH6950.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6952 ***********************************************************************
 AH6952  DESIGNATION -  1802 Q
 AH6952  PID         -  AH6952
 AH6952  STATE/COUNTY-  MN/CROW WING
 AH6952  USGS QUAD   -  CUYUNA (1973)
 AH6952
 AH6952                         *CURRENT SURVEY CONTROL
 AH6952  ___________________________________________________________________
 AH6952* NAD 83(1986)-  46 36 32.     (N)    093 57 00.     (W)     SCALED    
 AH6952* NAVD 88     -       388.655  (meters)    1275.11   (feet)  ADJUSTED  
 AH6952  ___________________________________________________________________
 AH6952  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AH6952  DYNAMIC HT  -         388.670 (meters)    1275.16  (feet)  COMP
 AH6952  MODELED GRAV-     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
 AH6952.and adjusted by the National Geodetic Survey in August 2006..
 AH6952
 AH6952.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6953 ***********************************************************************
 AH6953  DESIGNATION -  1802 R
 AH6953  PID         -  AH6953
 AH6953  STATE/COUNTY-  MN/CROW WING
 AH6953  USGS QUAD   -  EMILY (1994)
 AH6953
 AH6953                         *CURRENT SURVEY CONTROL
 AH6953  ___________________________________________________________________
 AH6953* NAD 83(1986)-  46 37 31.     (N)    093 56 49.     (W)     SCALED    
 AH6953* NAVD 88     -       382.758  (meters)    1255.77   (feet)  ADJUSTED  
 AH6953  ___________________________________________________________________
 AH6953  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AH6953  DYNAMIC HT  -         382.775 (meters)    1255.82  (feet)  COMP
 AH6953  MODELED GRAV-     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
 AH6953.and adjusted by the National Geodetic Survey in August 2006..
 AH6953
 AH6953.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6958 ***********************************************************************
 AH6958  DESIGNATION -  1802 S
 AH6958  PID         -  AH6958
 AH6958  STATE/COUNTY-  MN/CROW WING
 AH6958  USGS QUAD   -  EMILY (1994)
 AH6958
 AH6958                         *CURRENT SURVEY CONTROL
 AH6958  ___________________________________________________________________
 AH6958* NAD 83(1986)-  46 41 27.     (N)    093 57 18.     (W)     SCALED    
 AH6958* NAVD 88     -       377.383  (meters)    1238.13   (feet)  ADJUSTED  
 AH6958  ___________________________________________________________________
 AH6958  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AH6958  DYNAMIC HT  -         377.402 (meters)    1238.19  (feet)  COMP
 AH6958  MODELED GRAV-     980,654.3   (mgal)                       NAVD 88
 AH6958
 AH6958  VERT ORDER  -  SECOND    CLASS I
 AH6958
 AH6958.The horizontal coordinates were scaled from a topographic map and have
 AH6958.an estimated accuracy of +/- 6 seconds.
 AH6958
 AH6958.The orthometric height was determined by differential leveling
 AH6958.and adjusted by the National Geodetic Survey in August 2006..
 AH6958
 AH6958.The geoid height was determined by GEOID03.
 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     -   287,970.      822,560.      MT  (+/- 180 meters Scaled)
 AH6958
 AH6958                          SUPERSEDED SURVEY CONTROL
 AH6958
 AH6958  NAVD 88 (09/27/00)  377.384  (m)         1238.13   (f) UNKNOWN     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: 15TVM269712(NAD 83)
 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 - 1994
 AH6958_ROD/PIPE-DEPTH: 16.2 meters
 AH6958
 AH6958  HISTORY     - Date     Condition        Report By
 AH6958  HISTORY     - 1994     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6961 ***********************************************************************
 AH6961  DESIGNATION -  1802 T
 AH6961  PID         -  AH6961
 AH6961  STATE/COUNTY-  MN/CROW WING
 AH6961  USGS QUAD   -  EMILY (1994)
 AH6961
 AH6961                         *CURRENT SURVEY CONTROL
 AH6961  ___________________________________________________________________
 AH6961* NAD 83(1986)-  46 43 30.     (N)    093 57 33.     (W)     SCALED    
 AH6961* NAVD 88     -       384.191  (meters)    1260.47   (feet)  ADJUSTED  
 AH6961  ___________________________________________________________________
 AH6961  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AH6961  DYNAMIC HT  -         384.212 (meters)    1260.54  (feet)  COMP
 AH6961  MODELED GRAV-     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
 AH6961.and adjusted by the National Geodetic Survey in August 2006..
 AH6961
 AH6961.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6963 ***********************************************************************
 AH6963  DESIGNATION -  1802 U
 AH6963  PID         -  AH6963
 AH6963  STATE/COUNTY-  MN/CROW WING
 AH6963  USGS QUAD   -  EMILY (1994)
 AH6963
 AH6963                         *CURRENT SURVEY CONTROL
 AH6963  ___________________________________________________________________
 AH6963* NAD 83(1986)-  46 44 45.     (N)    093 58 08.     (W)     SCALED    
 AH6963* NAVD 88     -       389.201  (meters)    1276.90   (feet)  ADJUSTED  
 AH6963  ___________________________________________________________________
 AH6963  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AH6963  DYNAMIC HT  -         389.223 (meters)    1276.98  (feet)  COMP
 AH6963  MODELED GRAV-     980,659.6   (mgal)                       NAVD 88
 AH6963
 AH6963  VERT ORDER  -  SECOND    CLASS I
 AH6963
 AH6963.The horizontal coordinates were scaled from a topographic map and have
 AH6963.an estimated accuracy of +/- 6 seconds.
 AH6963
 AH6963.The orthometric height was determined by differential leveling
 AH6963.and adjusted by the National Geodetic Survey in August 2006..
 AH6963
 AH6963.The geoid height was determined by GEOID03.
 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     -   294,080.      821,480.      MT  (+/- 180 meters Scaled)
 AH6963
 AH6963                          SUPERSEDED SURVEY CONTROL
 AH6963
 AH6963  NAVD 88 (09/27/00)  389.200  (m)         1276.90   (f) UNKNOWN     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: 15TVM259773(NAD 83)
 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 = OCTOBER  6, 2006
 AH6964 ***********************************************************************
 AH6964  DESIGNATION -  1802 V
 AH6964  PID         -  AH6964
 AH6964  STATE/COUNTY-  MN/CROW WING
 AH6964  USGS QUAD   -  ROOSEVELT LAKE (1970)
 AH6964
 AH6964                         *CURRENT SURVEY CONTROL
 AH6964  ___________________________________________________________________
 AH6964* NAD 83(1986)-  46 45 35.     (N)    093 58 02.     (W)     SCALED    
 AH6964* NAVD 88     -       392.878  (meters)    1288.97   (feet)  ADJUSTED  
 AH6964  ___________________________________________________________________
 AH6964  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AH6964  DYNAMIC HT  -         392.901 (meters)    1289.04  (feet)  COMP
 AH6964  MODELED GRAV-     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
 AH6964.and adjusted by the National Geodetic Survey in August 2006..
 AH6964
 AH6964.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6966 ***********************************************************************
 AH6966  DESIGNATION -  1802 W
 AH6966  PID         -  AH6966
 AH6966  STATE/COUNTY-  MN/CROW WING
 AH6966  USGS QUAD   -  ROOSEVELT LAKE (1970)
 AH6966
 AH6966                         *CURRENT SURVEY CONTROL
 AH6966  ___________________________________________________________________
 AH6966* NAD 83(1986)-  46 48 08.     (N)    093 57 28.     (W)     SCALED    
 AH6966* NAVD 88     -       391.371  (meters)    1284.02   (feet)  ADJUSTED  
 AH6966  ___________________________________________________________________
 AH6966  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AH6966  DYNAMIC HT  -         391.394 (meters)    1284.10  (feet)  COMP
 AH6966  MODELED GRAV-     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
 AH6966.and adjusted by the National Geodetic Survey in August 2006..
 AH6966
 AH6966.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 RN1736 ***********************************************************************
 RN1736  DESIGNATION -  1803 A
 RN1736  PID         -  RN1736
 RN1736  STATE/COUNTY-  MN/CROW WING
 RN1736  USGS QUAD   -  GARRISON (1973)
 RN1736
 RN1736                         *CURRENT SURVEY CONTROL
 RN1736  ___________________________________________________________________
 RN1736* NAD 83(1986)-  46 17 52.     (N)    093 49 34.     (W)     SCALED    
 RN1736* NAVD 88     -       383.507  (meters)    1258.22   (feet)  ADJUSTED  
 RN1736  ___________________________________________________________________
 RN1736  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 RN1736  DYNAMIC HT  -         383.518 (meters)    1258.26  (feet)  COMP
 RN1736  MODELED GRAV-     980,631.8   (mgal)                       NAVD 88
 RN1736
 RN1736  VERT ORDER  -  SECOND    CLASS I
 RN1736
 RN1736.The horizontal coordinates were scaled from a topographic map and have
 RN1736.an estimated accuracy of +/- 6 seconds.
 RN1736
 RN1736.The orthometric height was determined by differential leveling
 RN1736.and adjusted by the National Geodetic Survey in June 1991..
 RN1736
 RN1736.The geoid height was determined by GEOID03.
 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     -   244,330.      832,660.      MT  (+/- 180 meters Scaled)
 RN1736
 RN1736                          SUPERSEDED SURVEY CONTROL
 RN1736
 RN1736.No superseded survey control is available for this station.
 RN1736
 RN1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM363274(NAD 83)
 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: MNDT  
 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 - June 01, 2000
 RN1736
 RN1736  HISTORY     - Date     Condition        Report By
 RN1736  HISTORY     - 1979     MONUMENTED       MNDT
 RN1736  HISTORY     - 19990616 GOOD             MNDT
 RN1736  HISTORY     - 20000601 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5728 ***********************************************************************
 AI5728  DESIGNATION -  1803 B
 AI5728  PID         -  AI5728
 AI5728  STATE/COUNTY-  MN/CROW WING
 AI5728  USGS QUAD   -  GARRISON (1973)
 AI5728
 AI5728                         *CURRENT SURVEY CONTROL
 AI5728  ___________________________________________________________________
 AI5728* NAD 83(1986)-  46 18 52.     (N)    093 50 10.     (W)     SCALED    
 AI5728* NAVD 88     -       384.524  (meters)    1261.56   (feet)  ADJUSTED  
 AI5728  ___________________________________________________________________
 AI5728  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AI5728  DYNAMIC HT  -         384.534 (meters)    1261.59  (feet)  COMP
 AI5728  MODELED GRAV-     980,629.7   (mgal)                       NAVD 88
 AI5728
 AI5728  VERT ORDER  -  SECOND    CLASS I
 AI5728
 AI5728.The horizontal coordinates were scaled from a topographic map and have
 AI5728.an estimated accuracy of +/- 6 seconds.
 AI5728
 AI5728.The orthometric height was determined by differential leveling
 AI5728.and adjusted by the National Geodetic Survey in August 2006..
 AI5728
 AI5728.The geoid height was determined by GEOID03.
 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     -   246,180.      831,880.      MT  (+/- 180 meters Scaled)
 AI5728
 AI5728                          SUPERSEDED SURVEY CONTROL
 AI5728
 AI5728  NAVD 88 (09/27/00)  384.524  (m)         1261.56   (f) UNKNOWN     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: 15TVM356293(NAD 83)
 AI5728_MARKER: DD = SURVEY DISK
 AI5728_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI5728_SP_SET: FOOTING OF STRUCTURE
 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     - 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 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 = OCTOBER  6, 2006
 AI5729 ***********************************************************************
 AI5729  DESIGNATION -  1803 C
 AI5729  PID         -  AI5729
 AI5729  STATE/COUNTY-  MN/CROW WING
 AI5729  USGS QUAD   -  GARRISON (1973)
 AI5729
 AI5729                         *CURRENT SURVEY CONTROL
 AI5729  ___________________________________________________________________
 AI5729* NAD 83(1986)-  46 19 36.     (N)    093 50 33.     (W)     SCALED    
 AI5729* NAVD 88     -       387.817  (meters)    1272.36   (feet)  ADJUSTED  
 AI5729  ___________________________________________________________________
 AI5729  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AI5729  DYNAMIC HT  -         387.827 (meters)    1272.40  (feet)  COMP
 AI5729  MODELED GRAV-     980,628.5   (mgal)                       NAVD 88
 AI5729
 AI5729  VERT ORDER  -  SECOND    CLASS I
 AI5729
 AI5729.The horizontal coordinates were scaled from a topographic map and have
 AI5729.an estimated accuracy of +/- 6 seconds.
 AI5729
 AI5729.The orthometric height was determined by differential leveling
 AI5729.and adjusted by the National Geodetic Survey in August 2006..
 AI5729
 AI5729.The geoid height was determined by GEOID03.
 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     -   247,540.      831,380.      MT  (+/- 180 meters Scaled)
 AI5729
 AI5729                          SUPERSEDED SURVEY CONTROL
 AI5729
 AI5729  NAVD 88 (09/27/00)  387.817  (m)         1272.36   (f) UNKNOWN     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: 15TVM351306(NAD 83)
 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 = OCTOBER  6, 2006
 AI5730 ***********************************************************************
 AI5730  DESIGNATION -  1803 D
 AI5730  PID         -  AI5730
 AI5730  STATE/COUNTY-  MN/CROW WING
 AI5730  USGS QUAD   -  GARRISON (1973)
 AI5730
 AI5730                         *CURRENT SURVEY CONTROL
 AI5730  ___________________________________________________________________
 AI5730* NAD 83(1986)-  46 20 07.     (N)    093 50 59.     (W)     SCALED    
 AI5730* NAVD 88     -       394.248  (meters)    1293.46   (feet)  ADJUSTED  
 AI5730  ___________________________________________________________________
 AI5730  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AI5730  DYNAMIC HT  -         394.258 (meters)    1293.49  (feet)  COMP
 AI5730  MODELED GRAV-     980,628.0   (mgal)                       NAVD 88
 AI5730
 AI5730  VERT ORDER  -  SECOND    CLASS I
 AI5730
 AI5730.The horizontal coordinates were scaled from a topographic map and have
 AI5730.an estimated accuracy of +/- 6 seconds.
 AI5730
 AI5730.The orthometric height was determined by differential leveling
 AI5730.and adjusted by the National Geodetic Survey in August 2006..
 AI5730
 AI5730.The geoid height was determined by GEOID03.
 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     -   248,490.      830,820.      MT  (+/- 180 meters Scaled)
 AI5730
 AI5730                          SUPERSEDED SURVEY CONTROL
 AI5730
 AI5730  NAVD 88 (09/27/00)  394.248  (m)         1293.46   (f) UNKNOWN     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: 15TVM346316(NAD 83)
 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 = OCTOBER  6, 2006
 AI5727 ***********************************************************************
 AI5727  DESIGNATION -  1803 E
 AI5727  PID         -  AI5727
 AI5727  STATE/COUNTY-  MN/CROW WING
 AI5727  USGS QUAD   -  GRAVE LAKE (1973)
 AI5727
 AI5727                         *CURRENT SURVEY CONTROL
 AI5727  ___________________________________________________________________
 AI5727* NAD 83(1996)-  46 20 40.97282(N)    093 53 31.47539(W)     ADJUSTED  
 AI5727* NAVD 88     -       387.594  (meters)    1271.63   (feet)  ADJUSTED  
 AI5727  ___________________________________________________________________
 AI5727  X           -    -299,401.843 (meters)                     COMP
 AI5727  Y           -  -4,400,753.148 (meters)                     COMP
 AI5727  Z           -   4,592,042.069 (meters)                     COMP
 AI5727  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 AI5727  ELLIP HEIGHT-         360.22  (meters)          (06/12/06) GPS OBS
 AI5727  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AI5727  DYNAMIC HT  -         387.604 (meters)    1271.66  (feet)  COMP
 AI5727  MODELED GRAV-     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 MN DEPT OF TRANSP in June 2006..
 AI5727
 AI5727.The orthometric height was determined by differential leveling
 AI5727.and adjusted by the National Geodetic Survey in August 2006..
 AI5727
 AI5727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5727
 AI5727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5727
 AI5727.The ellipsoidal height was determined by GPS observations
 AI5727.and is referenced to NAD 83.
 AI5727
 AI5727.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5727;SPC MN C     -   249,522.095   827,551.012   MT  0.99992204   +0 15 32.1
 AI5727;UTM  15      - 5,132,735.467   431,354.793   MT  0.99965792   -0 38 43.6
 AI5727
 AI5727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5727!SPC MN C     -   0.99994353  x   0.99992204  =   0.99986558
 AI5727!UTM  15      -   0.99994353  x   0.99965792  =   0.99960147
 AI5727
 AI5727                          SUPERSEDED SURVEY CONTROL
 AI5727
 AI5727  NAVD 88 (09/27/00)  387.594  (m)         1271.63   (f) UNKNOWN     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: 15TVM3135532735(NAD 83)
 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 = OCTOBER  6, 2006
 AI5726 ***********************************************************************
 AI5726  DESIGNATION -  1803 F
 AI5726  PID         -  AI5726
 AI5726  STATE/COUNTY-  MN/CROW WING
 AI5726  USGS QUAD   -  GRAVE LAKE (1973)
 AI5726
 AI5726                         *CURRENT SURVEY CONTROL
 AI5726  ___________________________________________________________________
 AI5726* NAD 83(1986)-  46 20 37.     (N)    093 54 45.     (W)     SCALED    
 AI5726* NAVD 88     -       386.713  (meters)    1268.74   (feet)  ADJUSTED  
 AI5726  ___________________________________________________________________
 AI5726  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AI5726  DYNAMIC HT  -         386.724 (meters)    1268.78  (feet)  COMP
 AI5726  MODELED GRAV-     980,630.7   (mgal)                       NAVD 88
 AI5726
 AI5726  VERT ORDER  -  SECOND    CLASS I
 AI5726
 AI5726.The horizontal coordinates were scaled from a topographic map and have
 AI5726.an estimated accuracy of +/- 6 seconds.
 AI5726
 AI5726.The orthometric height was determined by differential leveling
 AI5726.and adjusted by the National Geodetic Survey in August 2006..
 AI5726
 AI5726.The geoid height was determined by GEOID03.
 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     -   249,390.      825,980.      MT  (+/- 180 meters Scaled)
 AI5726
 AI5726                          SUPERSEDED SURVEY CONTROL
 AI5726
 AI5726  NAVD 88 (09/27/00)  386.713  (m)         1268.74   (f) UNKNOWN     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: 15TVM297326(NAD 83)
 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 = OCTOBER  6, 2006
 AI5718 ***********************************************************************
 AI5718  DESIGNATION -  1803 G
 AI5718  PID         -  AI5718
 AI5718  STATE/COUNTY-  MN/CROW WING
 AI5718  USGS QUAD   -  SOUTH LONG LAKE (1973)
 AI5718
 AI5718                         *CURRENT SURVEY CONTROL
 AI5718  ___________________________________________________________________
 AI5718* NAD 83(1996)-  46 21 08.04561(N)    094 02 57.79074(W)     ADJUSTED  
 AI5718* NAVD 88     -       385.697  (meters)    1265.41   (feet)  ADJUSTED  
 AI5718  ___________________________________________________________________
 AI5718  X           -    -311,440.492 (meters)                     COMP
 AI5718  Y           -  -4,399,309.921 (meters)                     COMP
 AI5718  Z           -   4,592,617.812 (meters)                     COMP
 AI5718  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AI5718  ELLIP HEIGHT-         358.41  (meters)          (06/12/06) GPS OBS
 AI5718  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AI5718  DYNAMIC HT  -         385.712 (meters)    1265.46  (feet)  COMP
 AI5718  MODELED GRAV-     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 MN DEPT OF TRANSP in June 2006..
 AI5718
 AI5718.The orthometric height was determined by differential leveling
 AI5718.and adjusted by the National Geodetic Survey in August 2006..
 AI5718
 AI5718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5718
 AI5718.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5718
 AI5718.The ellipsoidal height was determined by GPS observations
 AI5718.and is referenced to NAD 83.
 AI5718
 AI5718.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5718;SPC MN C     -   250,315.266   815,440.073   MT  0.99992207   +0 08 42.4
 AI5718;UTM  15      - 5,133,719.456   419,260.948   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  =   0.99986589
 AI5718!UTM  15      -   0.99994382  x   0.99968013  =   0.99962397
 AI5718
 AI5718                          SUPERSEDED SURVEY CONTROL
 AI5718
 AI5718  NAVD 88 (09/27/00)  385.697  (m)         1265.41   (f) UNKNOWN     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: 15TVM1926133719(NAD 83)
 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 = OCTOBER  6, 2006
 AB5800 ***********************************************************************
 AB5800  DESIGNATION -  1803 G 1
 AB5800  PID         -  AB5800
 AB5800  STATE/COUNTY-  MN/CROW WING
 AB5800  USGS QUAD   -  SOUTH LONG LAKE (1973)
 AB5800
 AB5800                         *CURRENT SURVEY CONTROL
 AB5800  ___________________________________________________________________
 AB5800* NAD 83(1996)-  46 17 47.27089(N)    094 03 30.95802(W)     ADJUSTED  
 AB5800* NAVD 88     -       366.4    (meters)    1202.     (feet)  GPS OBS   
 AB5800  ___________________________________________________________________
 AB5800  X           -    -312,464.320 (meters)                     COMP
 AB5800  Y           -  -4,403,719.324 (meters)                     COMP
 AB5800  Z           -   4,588,322.599 (meters)                     COMP
 AB5800  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AB5800  ELLIP HEIGHT-         339.24  (meters)          (03/16/99) GPS OBS
 AB5800  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AB5800
 AB5800  HORZ ORDER  -  FIRST
 AB5800  ELLP ORDER  -  FOURTH    CLASS I
 AB5800
 AB5800.The horizontal coordinates were established by GPS observations
 AB5800.and adjusted by the National Geodetic Survey in March 1999..
 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 DEFLEC99 derived deflections.
 AB5800
 AB5800.The ellipsoidal height was determined by GPS observations
 AB5800.and is referenced to NAD 83.
 AB5800
 AB5800.The geoid height was determined by GEOID03.
 AB5800
 AB5800;                    North         East     Units Scale Factor Converg.
 AB5800;SPC MN C     -   244,114.666   814,745.973   MT  0.99992225   +0 08 18.4
 AB5800;UTM  15      - 5,127,532.073   418,469.282   MT  0.99968171   -0 45 55.2
 AB5800
 AB5800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5800!SPC MN C     -   0.99994682  x   0.99992225  =   0.99986908
 AB5800!UTM  15      -   0.99994682  x   0.99968171  =   0.99962855
 AB5800
 AB5800                          SUPERSEDED SURVEY CONTROL
 AB5800
 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_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 = OCTOBER  6, 2006
 AI5725 ***********************************************************************
 AI5725  DESIGNATION -  1803 H
 AI5725  PID         -  AI5725
 AI5725  STATE/COUNTY-  MN/CROW WING
 AI5725  USGS QUAD   -  GRAVE LAKE (1973)
 AI5725
 AI5725                         *CURRENT SURVEY CONTROL
 AI5725  ___________________________________________________________________
 AI5725* NAD 83(1996)-  46 20 40.53456(N)    093 55 13.53323(W)     ADJUSTED  
 AI5725* NAVD 88     -       389.716  (meters)    1278.59   (feet)  ADJUSTED  
 AI5725  ___________________________________________________________________
 AI5725  X           -    -301,580.026 (meters)                     COMP
 AI5725  Y           -  -4,400,615.697 (meters)                     COMP
 AI5725  Z           -   4,592,034.261 (meters)                     COMP
 AI5725  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AI5725  ELLIP HEIGHT-         362.34  (meters)          (06/12/06) GPS OBS
 AI5725  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AI5725  DYNAMIC HT  -         389.727 (meters)    1278.63  (feet)  COMP
 AI5725  MODELED GRAV-     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 MN DEPT OF TRANSP in June 2006..
 AI5725
 AI5725.The orthometric height was determined by differential leveling
 AI5725.and adjusted by the National Geodetic Survey in August 2006..
 AI5725
 AI5725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5725
 AI5725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5725
 AI5725.The ellipsoidal height was determined by GPS observations
 AI5725.and is referenced to NAD 83.
 AI5725
 AI5725.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5725;SPC MN C     -   249,499.093   825,368.898   MT  0.99992204   +0 14 18.3
 AI5725;UTM  15      - 5,132,746.907   429,173.160   MT  0.99966166   -0 39 57.5
 AI5725
 AI5725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5725!SPC MN C     -   0.99994320  x   0.99992204  =   0.99986525
 AI5725!UTM  15      -   0.99994320  x   0.99966166  =   0.99960488
 AI5725
 AI5725                          SUPERSEDED SURVEY CONTROL
 AI5725
 AI5725  NAVD 88 (09/27/00)  389.716  (m)         1278.59   (f) UNKNOWN     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: 15TVM2917332747(NAD 83)
 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 = OCTOBER  6, 2006
 AI5724 ***********************************************************************
 AI5724  DESIGNATION -  1803 J
 AI5724  PID         -  AI5724
 AI5724  STATE/COUNTY-  MN/CROW WING
 AI5724  USGS QUAD   -  GRAVE LAKE (1973)
 AI5724
 AI5724                         *CURRENT SURVEY CONTROL
 AI5724  ___________________________________________________________________
 AI5724* NAD 83(1986)-  46 20 40.     (N)    093 56 14.     (W)     SCALED    
 AI5724* NAVD 88     -       393.843  (meters)    1292.13   (feet)  ADJUSTED  
 AI5724  ___________________________________________________________________
 AI5724  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AI5724  DYNAMIC HT  -         393.855 (meters)    1292.17  (feet)  COMP
 AI5724  MODELED GRAV-     980,633.1   (mgal)                       NAVD 88
 AI5724
 AI5724  VERT ORDER  -  SECOND    CLASS I
 AI5724
 AI5724.The horizontal coordinates were scaled from a topographic map and have
 AI5724.an estimated accuracy of +/- 6 seconds.
 AI5724
 AI5724.The orthometric height was determined by differential leveling
 AI5724.and adjusted by the National Geodetic Survey in August 2006..
 AI5724
 AI5724.The geoid height was determined by GEOID03.
 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     -   249,480.      824,080.      MT  (+/- 180 meters Scaled)
 AI5724
 AI5724                          SUPERSEDED SURVEY CONTROL
 AI5724
 AI5724  NAVD 88 (09/27/00)  393.843  (m)         1292.13   (f) UNKNOWN     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: 15TVM278327(NAD 83)
 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 = OCTOBER  6, 2006
 AI5723 ***********************************************************************
 AI5723  DESIGNATION -  1803 K
 AI5723  PID         -  AI5723
 AI5723  STATE/COUNTY-  MN/CROW WING
 AI5723  USGS QUAD   -  GRAVE LAKE (1973)
 AI5723
 AI5723                         *CURRENT SURVEY CONTROL
 AI5723  ___________________________________________________________________
 AI5723* NAD 83(1996)-  46 20 44.11377(N)    093 57 23.44877(W)     ADJUSTED  
 AI5723* NAVD 88     -       388.592  (meters)    1274.91   (feet)  ADJUSTED  
 AI5723  ___________________________________________________________________
 AI5723  X           -    -304,346.117 (meters)                     COMP
 AI5723  Y           -  -4,400,344.350 (meters)                     COMP
 AI5723  Z           -   4,592,109.767 (meters)                     COMP
 AI5723  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 AI5723  ELLIP HEIGHT-         361.25  (meters)          (06/12/06) GPS OBS
 AI5723  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AI5723  DYNAMIC HT  -         388.605 (meters)    1274.95  (feet)  COMP
 AI5723  MODELED GRAV-     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 MN DEPT OF TRANSP in June 2006..
 AI5723
 AI5723.The orthometric height was determined by differential leveling
 AI5723.and adjusted by the National Geodetic Survey in August 2006..
 AI5723
 AI5723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5723
 AI5723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5723
 AI5723.The ellipsoidal height was determined by GPS observations
 AI5723.and is referenced to NAD 83.
 AI5723
 AI5723.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5723;SPC MN C     -   249,598.674   822,590.663   MT  0.99992204   +0 12 44.3
 AI5723;UTM  15      - 5,132,890.289   426,397.559   MT  0.99966659   -0 41 31.5
 AI5723
 AI5723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5723!SPC MN C     -   0.99994337  x   0.99992204  =   0.99986542
 AI5723!UTM  15      -   0.99994337  x   0.99966659  =   0.99960998
 AI5723
 AI5723                          SUPERSEDED SURVEY CONTROL
 AI5723
 AI5723  NAVD 88 (09/27/00)  388.592  (m)         1274.91   (f) UNKNOWN     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: 15TVM2639832890(NAD 83)
 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 = OCTOBER  6, 2006
 AI5722 ***********************************************************************
 AI5722  DESIGNATION -  1803 L
 AI5722  PID         -  AI5722
 AI5722  STATE/COUNTY-  MN/CROW WING
 AI5722  USGS QUAD   -  GRAVE LAKE (1973)
 AI5722
 AI5722                         *CURRENT SURVEY CONTROL
 AI5722  ___________________________________________________________________
 AI5722* NAD 83(1996)-  46 20 50.90352(N)    093 58 32.32775(W)     ADJUSTED  
 AI5722* NAVD 88     -       385.578  (meters)    1265.02   (feet)  ADJUSTED  
 AI5722  ___________________________________________________________________
 AI5722  X           -    -305,804.867 (meters)                     COMP
 AI5722  Y           -  -4,400,089.070 (meters)                     COMP
 AI5722  Z           -   4,592,252.317 (meters)                     COMP
 AI5722  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AI5722  ELLIP HEIGHT-         358.24  (meters)          (06/12/06) GPS OBS
 AI5722  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AI5722  DYNAMIC HT  -         385.591 (meters)    1265.06  (feet)  COMP
 AI5722  MODELED GRAV-     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 MN DEPT OF TRANSP in June 2006..
 AI5722
 AI5722.The orthometric height was determined by differential leveling
 AI5722.and adjusted by the National Geodetic Survey in August 2006..
 AI5722
 AI5722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5722
 AI5722.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5722
 AI5722.The ellipsoidal height was determined by GPS observations
 AI5722.and is referenced to NAD 83.
 AI5722
 AI5722.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5722;SPC MN C     -   249,803.026   821,117.206   MT  0.99992205   +0 11 54.5
 AI5722;UTM  15      - 5,133,117.815   424,927.885   MT  0.99966928   -0 42 21.4
 AI5722
 AI5722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5722!SPC MN C     -   0.99994384  x   0.99992205  =   0.99986590
 AI5722!UTM  15      -   0.99994384  x   0.99966928  =   0.99961314
 AI5722
 AI5722                          SUPERSEDED SURVEY CONTROL
 AI5722
 AI5722  NAVD 88 (09/27/00)  385.578  (m)         1265.02   (f) UNKNOWN     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: 15TVM2492833118(NAD 83)
 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 = OCTOBER  6, 2006
 AI5721 ***********************************************************************
 AI5721  DESIGNATION -  1803 M
 AI5721  PID         -  AI5721
 AI5721  STATE/COUNTY-  MN/CROW WING
 AI5721  USGS QUAD   -  GRAVE LAKE (1973)
 AI5721
 AI5721                         *CURRENT SURVEY CONTROL
 AI5721  ___________________________________________________________________
 AI5721* NAD 83(1996)-  46 20 54.10193(N)    094 00 00.89602(W)     ADJUSTED  
 AI5721* NAVD 88     -       372.409  (meters)    1221.81   (feet)  ADJUSTED  
 AI5721  ___________________________________________________________________
 AI5721  X           -    -307,688.580 (meters)                     COMP
 AI5721  Y           -  -4,399,877.020 (meters)                     COMP
 AI5721  Z           -   4,592,310.984 (meters)                     COMP
 AI5721  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 AI5721  ELLIP HEIGHT-         345.10  (meters)          (06/12/06) GPS OBS
 AI5721  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AI5721  DYNAMIC HT  -         372.422 (meters)    1221.85  (feet)  COMP
 AI5721  MODELED GRAV-     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 MN DEPT OF TRANSP in June 2006..
 AI5721
 AI5721.The orthometric height was determined by differential leveling
 AI5721.and adjusted by the National Geodetic Survey in August 2006..
 AI5721
 AI5721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5721
 AI5721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5721
 AI5721.The ellipsoidal height was determined by GPS observations
 AI5721.and is referenced to NAD 83.
 AI5721
 AI5721.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5721;SPC MN C     -   249,895.511   819,223.242   MT  0.99992205   +0 10 50.4
 AI5721;UTM  15      - 5,133,240.153   423,036.092   MT  0.99967281   -0 43 25.6
 AI5721
 AI5721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5721!SPC MN C     -   0.99994590  x   0.99992205  =   0.99986796
 AI5721!UTM  15      -   0.99994590  x   0.99967281  =   0.99961873
 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  NAVD 88 (09/27/00)  372.409  (m)         1221.81   (f) UNKNOWN     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_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 = OCTOBER  6, 2006
 AI5720 ***********************************************************************
 AI5720  DESIGNATION -  1803 N
 AI5720  PID         -  AI5720
 AI5720  STATE/COUNTY-  MN/CROW WING
 AI5720  USGS QUAD   -  SOUTH LONG LAKE (1973)
 AI5720
 AI5720                         *CURRENT SURVEY CONTROL
 AI5720  ___________________________________________________________________
 AI5720* NAD 83(1996)-  46 21 04.67617(N)    094 01 14.66144(W)     ADJUSTED  
 AI5720* NAVD 88     -       378.041  (meters)    1240.29   (feet)  ADJUSTED  
 AI5720  ___________________________________________________________________
 AI5720  X           -    -309,245.772 (meters)                     COMP
 AI5720  Y           -  -4,399,534.906 (meters)                     COMP
 AI5720  Z           -   4,592,540.447 (meters)                     COMP
 AI5720  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AI5720  ELLIP HEIGHT-         350.74  (meters)          (06/12/06) GPS OBS
 AI5720  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AI5720  DYNAMIC HT  -         378.055 (meters)    1240.34  (feet)  COMP
 AI5720  MODELED GRAV-     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 MN DEPT OF TRANSP in June 2006..
 AI5720
 AI5720.The orthometric height was determined by differential leveling
 AI5720.and adjusted by the National Geodetic Survey in August 2006..
 AI5720
 AI5720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5720
 AI5720.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5720
 AI5720.The ellipsoidal height was determined by GPS observations
 AI5720.and is referenced to NAD 83.
 AI5720
 AI5720.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5720;SPC MN C     -   250,217.218   817,645.164   MT  0.99992206   +0 09 57.0
 AI5720;UTM  15      - 5,133,586.645   421,463.678   MT  0.99967582   -0 44 19.1
 AI5720
 AI5720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5720!SPC MN C     -   0.99994502  x   0.99992206  =   0.99986708
 AI5720!UTM  15      -   0.99994502  x   0.99967582  =   0.99962086
 AI5720
 AI5720                          SUPERSEDED SURVEY CONTROL
 AI5720
 AI5720  NAVD 88 (09/27/00)  378.041  (m)         1240.29   (f) UNKNOWN     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: 15TVM2146433587(NAD 83)
 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 = OCTOBER  6, 2006
 AI5719 ***********************************************************************
 AI5719  DESIGNATION -  1803 P
 AI5719  PID         -  AI5719
 AI5719  STATE/COUNTY-  MN/CROW WING
 AI5719  USGS QUAD   -  SOUTH LONG LAKE (1973)
 AI5719
 AI5719                         *CURRENT SURVEY CONTROL
 AI5719  ___________________________________________________________________
 AI5719* NAD 83(1986)-  46 21 06.     (N)    094 02 20.     (W)     SCALED    
 AI5719* NAVD 88     -       381.271  (meters)    1250.89   (feet)  ADJUSTED  
 AI5719  ___________________________________________________________________
 AI5719  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AI5719  DYNAMIC HT  -         381.285 (meters)    1250.93  (feet)  COMP
 AI5719  MODELED GRAV-     980,641.1   (mgal)                       NAVD 88
 AI5719
 AI5719  VERT ORDER  -  SECOND    CLASS I
 AI5719
 AI5719.The horizontal coordinates were scaled from a topographic map and have
 AI5719.an estimated accuracy of +/- 6 seconds.
 AI5719
 AI5719.The orthometric height was determined by differential leveling
 AI5719.and adjusted by the National Geodetic Survey in August 2006..
 AI5719
 AI5719.The geoid height was determined by GEOID03.
 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     -   250,250.      816,250.      MT  (+/- 180 meters Scaled)
 AI5719
 AI5719                          SUPERSEDED SURVEY CONTROL
 AI5719
 AI5719  NAVD 88 (09/27/00)  381.271  (m)         1250.89   (f) UNKNOWN     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: 15TVM200336(NAD 83)
 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 = OCTOBER  6, 2006
 AI5717 ***********************************************************************
 AI5717  DESIGNATION -  1803 Q
 AI5717  PID         -  AI5717
 AI5717  STATE/COUNTY-  MN/CROW WING
 AI5717  USGS QUAD   -  SOUTH LONG LAKE (1973)
 AI5717
 AI5717                         *CURRENT SURVEY CONTROL
 AI5717  ___________________________________________________________________
 AI5717* NAD 83(1986)-  46 21 06.     (N)    094 05 53.     (W)     SCALED    
 AI5717* NAVD 88     -       382.903  (meters)    1256.24   (feet)  ADJUSTED  
 AI5717  ___________________________________________________________________
 AI5717  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AI5717  DYNAMIC HT  -         382.918 (meters)    1256.29  (feet)  COMP
 AI5717  MODELED GRAV-     980,642.5   (mgal)                       NAVD 88
 AI5717
 AI5717  VERT ORDER  -  SECOND    CLASS I
 AI5717
 AI5717.The horizontal coordinates were scaled from a topographic map and have
 AI5717.an estimated accuracy of +/- 6 seconds.
 AI5717
 AI5717.The orthometric height was determined by differential leveling
 AI5717.and adjusted by the National Geodetic Survey in August 2006..
 AI5717
 AI5717.The geoid height was determined by GEOID03.
 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     -   250,240.      811,690.      MT  (+/- 180 meters Scaled)
 AI5717
 AI5717                          SUPERSEDED SURVEY CONTROL
 AI5717
 AI5717  NAVD 88 (09/27/00)  382.903  (m)         1256.24   (f) UNKNOWN     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: 15TVM155337(NAD 83)
 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 = OCTOBER  6, 2006
 AI5716 ***********************************************************************
 AI5716  DESIGNATION -  1803 R
 AI5716  PID         -  AI5716
 AI5716  STATE/COUNTY-  MN/CROW WING
 AI5716  USGS QUAD   -  BRAINERD (1994)
 AI5716
 AI5716                         *CURRENT SURVEY CONTROL
 AI5716  ___________________________________________________________________
 AI5716* NAD 83(1986)-  46 21 05.     (N)    094 08 47.     (W)     SCALED    
 AI5716* NAVD 88     -       378.491  (meters)    1241.77   (feet)  ADJUSTED  
 AI5716  ___________________________________________________________________
 AI5716  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AI5716  DYNAMIC HT  -         378.505 (meters)    1241.81  (feet)  COMP
 AI5716  MODELED GRAV-     980,640.3   (mgal)                       NAVD 88
 AI5716
 AI5716  VERT ORDER  -  SECOND    CLASS I
 AI5716
 AI5716.The horizontal coordinates were scaled from a topographic map and have
 AI5716.an estimated accuracy of +/- 6 seconds.
 AI5716
 AI5716.The orthometric height was determined by differential leveling
 AI5716.and adjusted by the National Geodetic Survey in August 2006..
 AI5716
 AI5716.The geoid height was determined by GEOID03.
 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     -   250,210.      807,970.      MT  (+/- 180 meters Scaled)
 AI5716
 AI5716                          SUPERSEDED SURVEY CONTROL
 AI5716
 AI5716  NAVD 88 (09/27/00)  378.491  (m)         1241.77   (f) UNKNOWN     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: 15TVM117337(NAD 83)
 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 = OCTOBER  6, 2006
 RN1733 ***********************************************************************
 RN1733  DESIGNATION -  1804 A
 RN1733  PID         -  RN1733
 RN1733  STATE/COUNTY-  MN/CROW WING
 RN1733  USGS QUAD   -  GARRISON (1973)
 RN1733
 RN1733                         *CURRENT SURVEY CONTROL
 RN1733  ___________________________________________________________________
 RN1733* NAD 83(1986)-  46 17 09.     (N)    093 49 16.     (W)     SCALED    
 RN1733* NAVD 88     -       384.070  (meters)    1260.07   (feet)  ADJUSTED  
 RN1733  ___________________________________________________________________
 RN1733  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 RN1733  DYNAMIC HT  -         384.081 (meters)    1260.11  (feet)  COMP
 RN1733  MODELED GRAV-     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
 RN1733.and adjusted by the National Geodetic Survey in June 1991..
 RN1733
 RN1733.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN1738 ***********************************************************************
 RN1738  DESIGNATION -  1804 B
 RN1738  PID         -  RN1738
 RN1738  STATE/COUNTY-  MN/CROW WING
 RN1738  USGS QUAD   -  GARRISON (1973)
 RN1738
 RN1738                         *CURRENT SURVEY CONTROL
 RN1738  ___________________________________________________________________
 RN1738* NAD 83(1996)-  46 18 24.45998(N)    093 48 54.52918(W)     ADJUSTED  
 RN1738* NAVD 88     -       383.421  (meters)    1257.94   (feet)  ADJUSTED  
 RN1738  ___________________________________________________________________
 RN1738  X           -    -293,695.475 (meters)                     COMP
 RN1738  Y           -  -4,404,190.420 (meters)                     COMP
 RN1738  Z           -   4,589,128.096 (meters)                     COMP
 RN1738  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 RN1738  ELLIP HEIGHT-         356.04  (meters)          (12/20/05) GPS OBS
 RN1738  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 RN1738  DYNAMIC HT  -         383.431 (meters)    1257.97  (feet)  COMP
 RN1738  MODELED GRAV-     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 MN DEPT OF TRANSP in December 2005..
 RN1738
 RN1738.The orthometric height was determined by differential leveling
 RN1738.and adjusted by the National Geodetic Survey in June 1991..
 RN1738
 RN1738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1738
 RN1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1738
 RN1738.The ellipsoidal height was determined by GPS observations
 RN1738.and is referenced to NAD 83.
 RN1738
 RN1738.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RN1738;SPC MN C     -   245,336.997   833,495.714   MT  0.99992214   +0 18 52.4
 RN1738;UTM  15      - 5,128,458.234   437,231.133   MT  0.99964843   -0 35 21.9
 RN1738
 RN1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1738!SPC MN C     -   0.99994419  x   0.99992214  =   0.99986633
 RN1738!UTM  15      -   0.99994419  x   0.99964843  =   0.99959264
 RN1738
 RN1738:                Primary Azimuth Mark                     Grid Az
 RN1738:SPC MN C     -  1804 D                                   209 42 55.1
 RN1738:UTM  15      -  1804 D                                   210 37 09.4
 RN1738
 RN1738|---------------------------------------------------------------------|
 RN1738| PID    Reference Object                     Distance      Geod. Az  |
 RN1738|                                                           dddmmss.s |
 RN1738| RN1737 1804 D                              APPROX. 0.8 KM 2100147.5 |
 RN1738|---------------------------------------------------------------------|
 RN1738
 RN1738                          SUPERSEDED SURVEY CONTROL
 RN1738
 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_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 = OCTOBER  6, 2006
 RN1737 ***********************************************************************
 RN1737  DESIGNATION -  1804 D
 RN1737  PID         -  RN1737
 RN1737  STATE/COUNTY-  MN/CROW WING
 RN1737  USGS QUAD   -  GARRISON (1973)
 RN1737
 RN1737                         *CURRENT SURVEY CONTROL
 RN1737  ___________________________________________________________________
 RN1737* NAD 83(1996)-  46 18 01.95605(N)    093 49 13.29716(W)     ADJUSTED  
 RN1737* NAVD 88     -       384.048  (meters)    1260.00   (feet)  ADJUSTED  
 RN1737  ___________________________________________________________________
 RN1737  X           -    -294,129.715 (meters)                     COMP
 RN1737  Y           -  -4,404,665.412 (meters)                     COMP
 RN1737  Z           -   4,588,648.495 (meters)                     COMP
 RN1737  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 RN1737  ELLIP HEIGHT-         356.67  (meters)          (05/10/02) GPS OBS
 RN1737  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 RN1737  DYNAMIC HT  -         384.059 (meters)    1260.03  (feet)  COMP
 RN1737  MODELED GRAV-     980,630.8   (mgal)                       NAVD 88
 RN1737
 RN1737  HORZ ORDER  -  FIRST
 RN1737  VERT ORDER  -  SECOND    CLASS I
 RN1737  ELLP ORDER  -  THIRD     CLASS II
 RN1737
 RN1737.The horizontal coordinates were established by GPS observations
 RN1737.and adjusted by the MN DEPT OF TRANSP in May 2002..
 RN1737
 RN1737.The orthometric height was determined by differential leveling
 RN1737.and adjusted by the National Geodetic Survey in June 1991..
 RN1737
 RN1737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1737
 RN1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1737
 RN1737.The ellipsoidal height was determined by GPS observations
 RN1737.and is referenced to NAD 83.
 RN1737
 RN1737.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RN1737;SPC MN C     -   244,640.016   833,097.916   MT  0.99992220   +0 18 38.9
 RN1737;UTM  15      - 5,127,767.804   436,822.501   MT  0.99964906   -0 35 35.2
 RN1737
 RN1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1737!SPC MN C     -   0.99994409  x   0.99992220  =   0.99986629
 RN1737!UTM  15      -   0.99994409  x   0.99964906  =   0.99959317
 RN1737
 RN1737:                Primary Azimuth Mark                     Grid Az
 RN1737:SPC MN C     -  1804 B                                   029 42 55.0
 RN1737:UTM  15      -  1804 B                                   030 37 09.1
 RN1737
 RN1737|---------------------------------------------------------------------|
 RN1737| PID    Reference Object                     Distance      Geod. Az  |
 RN1737|                                                           dddmmss.s |
 RN1737| RN1738 1804 B                              APPROX. 0.8 KM 0300133.9 |
 RN1737|---------------------------------------------------------------------|
 RN1737
 RN1737                          SUPERSEDED SURVEY CONTROL
 RN1737
 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: 15TVM3682327768(NAD 83)
 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 = OCTOBER  6, 2006
 RO0216 ***********************************************************************
 RO0216  DESIGNATION -  1805 A
 RO0216  PID         -  RO0216
 RO0216  STATE/COUNTY-  MN/CROW WING
 RO0216  USGS QUAD   -  BAXTER (1994)
 RO0216
 RO0216                         *CURRENT SURVEY CONTROL
 RO0216  ___________________________________________________________________
 RO0216* NAD 83(1986)-  46 20 30.     (N)    094 18 31.     (W)     SCALED    
 RO0216* NAVD 88     -       365.764  (meters)    1200.01   (feet)  ADJUSTED  
 RO0216  ___________________________________________________________________
 RO0216  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 RO0216  DYNAMIC HT  -         365.777 (meters)    1200.05  (feet)  COMP
 RO0216  MODELED GRAV-     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
 RO0216.and adjusted by the National Geodetic Survey in June 1991..
 RO0216
 RO0216.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 RO0216_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0216_STAMPING: 1805 A 1973
 RO0216_MARK LOGO: MNHD  
 RO0216_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RO0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0216+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 RO0216
 RO0216  HISTORY     - Date     Condition        Report By
 RO0216  HISTORY     - 1973     MONUMENTED       MNHD
 RO0216  HISTORY     - 20000705 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0215 ***********************************************************************
 RO0215  DESIGNATION -  1805 B
 RO0215  PID         -  RO0215
 RO0215  STATE/COUNTY-  MN/CROW WING
 RO0215  USGS QUAD   -  BAXTER (1994)
 RO0215
 RO0215                         *CURRENT SURVEY CONTROL
 RO0215  ___________________________________________________________________
 RO0215* NAD 83(1986)-  46 20 38.     (N)    094 17 07.     (W)     SCALED    
 RO0215* NAVD 88     -       368.141  (meters)    1207.81   (feet)  ADJUSTED  
 RO0215  ___________________________________________________________________
 RO0215  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 RO0215  DYNAMIC HT  -         368.155 (meters)    1207.86  (feet)  COMP
 RO0215  MODELED GRAV-     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
 RO0215.and adjusted by the National Geodetic Survey in June 1991..
 RO0215
 RO0215.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0214 ***********************************************************************
 RO0214  DESIGNATION -  1805 C
 RO0214  PID         -  RO0214
 RO0214  STATE/COUNTY-  MN/CROW WING
 RO0214  USGS QUAD   -  BAXTER (1994)
 RO0214
 RO0214                         *CURRENT SURVEY CONTROL
 RO0214  ___________________________________________________________________
 RO0214* NAD 83(1986)-  46 21 00.     (N)    094 15 52.     (W)     SCALED    
 RO0214* NAVD 88     -       368.579  (meters)    1209.25   (feet)  ADJUSTED  
 RO0214  ___________________________________________________________________
 RO0214  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 RO0214  DYNAMIC HT  -         368.592 (meters)    1209.29  (feet)  COMP
 RO0214  MODELED GRAV-     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
 RO0214.and adjusted by the National Geodetic Survey in June 1991..
 RO0214
 RO0214.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0212 ***********************************************************************
 RO0212  DESIGNATION -  1805 D
 RO0212  PID         -  RO0212
 RO0212  STATE/COUNTY-  MN/CROW WING
 RO0212  USGS QUAD   -  BRAINERD (1994)
 RO0212
 RO0212                         *CURRENT SURVEY CONTROL
 RO0212  ___________________________________________________________________
 RO0212* NAD 83(1986)-  46 21 08.     (N)    094 14 36.     (W)     SCALED    
 RO0212* NAVD 88     -       364.991  (meters)    1197.47   (feet)  ADJUSTED  
 RO0212  ___________________________________________________________________
 RO0212  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 RO0212  DYNAMIC HT  -         365.005 (meters)    1197.52  (feet)  COMP
 RO0212  MODELED GRAV-     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
 RO0212.and adjusted by the National Geodetic Survey in June 1991..
 RO0212
 RO0212.The geoid height was determined by GEOID03.
 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_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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0211 ***********************************************************************
 RO0211  DESIGNATION -  1805 E
 RO0211  PID         -  RO0211
 RO0211  STATE/COUNTY-  MN/CROW WING
 RO0211  USGS QUAD   -  BRAINERD (1994)
 RO0211
 RO0211                         *CURRENT SURVEY CONTROL
 RO0211  ___________________________________________________________________
 RO0211* NAD 83(1986)-  46 21 14.     (N)    094 13 48.     (W)     SCALED    
 RO0211* NAVD 88     -       373.139  (meters)    1224.21   (feet)  ADJUSTED  
 RO0211  ___________________________________________________________________
 RO0211  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 RO0211  DYNAMIC HT  -         373.153 (meters)    1224.25  (feet)  COMP
 RO0211  MODELED GRAV-     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
 RO0211.and adjusted by the National Geodetic Survey in June 1991..
 RO0211
 RO0211.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0205 ***********************************************************************
 RO0205  DESIGNATION -  1805 G
 RO0205  PID         -  RO0205
 RO0205  STATE/COUNTY-  MN/CROW WING
 RO0205  USGS QUAD   -  BRAINERD (1994)
 RO0205
 RO0205                         *CURRENT SURVEY CONTROL
 RO0205  ___________________________________________________________________
 RO0205* NAD 83(1986)-  46 21 29.     (N)    094 12 36.     (W)     SCALED    
 RO0205* NAVD 88     -       366.092  (meters)    1201.09   (feet)  ADJUSTED  
 RO0205  ___________________________________________________________________
 RO0205  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 RO0205  DYNAMIC HT  -         366.105 (meters)    1201.13  (feet)  COMP
 RO0205  MODELED GRAV-     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
 RO0205.and adjusted by the National Geodetic Survey in June 1991..
 RO0205
 RO0205.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG5921 ***********************************************************************
 DG5921  DESIGNATION -  1805 H
 DG5921  PID         -  DG5921
 DG5921  STATE/COUNTY-  MN/CROW WING
 DG5921  USGS QUAD   -  BRAINERD (1994)
 DG5921
 DG5921                         *CURRENT SURVEY CONTROL
 DG5921  ___________________________________________________________________
 DG5921* NAD 83(1986)-  46 21 29.     (N)    094 12 36.     (W)     SCALED    
 DG5921* NAVD 88     -       366.063  (meters)    1200.99   (feet)  ADJUSTED  
 DG5921  ___________________________________________________________________
 DG5921  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DG5921  DYNAMIC HT  -         366.076 (meters)    1201.03  (feet)  COMP
 DG5921  MODELED GRAV-     980,639.8   (mgal)                       NAVD 88
 DG5921
 DG5921  VERT ORDER  -  SECOND    CLASS I
 DG5921
 DG5921.The horizontal coordinates were scaled from a topographic map and have
 DG5921.an estimated accuracy of +/- 6 seconds.
 DG5921
 DG5921.The orthometric height was determined by differential leveling
 DG5921.and adjusted by the National Geodetic Survey in December 2004..
 DG5921
 DG5921.The geoid height was determined by GEOID03.
 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     -   250,940.      803,080.      MT  (+/- 180 meters Scaled)
 DG5921
 DG5921                          SUPERSEDED SURVEY CONTROL
 DG5921
 DG5921.No superseded survey control is available for this station.
 DG5921
 DG5921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM069345(NAD 83)
 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 01, 2000
 DG5921
 DG5921  HISTORY     - Date     Condition        Report By
 DG5921  HISTORY     - 1984     MONUMENTED       MNDT
 DG5921  HISTORY     - 20000601 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5924 ***********************************************************************
 DG5924  DESIGNATION -  1805 J
 DG5924  PID         -  DG5924
 DG5924  STATE/COUNTY-  MN/CROW WING
 DG5924  USGS QUAD   -  BRAINERD (1994)
 DG5924
 DG5924                         *CURRENT SURVEY CONTROL
 DG5924  ___________________________________________________________________
 DG5924* NAD 83(1986)-  46 21 28.     (N)    094 12 44.     (W)     SCALED    
 DG5924* NAVD 88     -       366.016  (meters)    1200.84   (feet)  ADJUSTED  
 DG5924  ___________________________________________________________________
 DG5924  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DG5924  DYNAMIC HT  -         366.029 (meters)    1200.88  (feet)  COMP
 DG5924  MODELED GRAV-     980,639.8   (mgal)                       NAVD 88
 DG5924
 DG5924  VERT ORDER  -  SECOND    CLASS I
 DG5924
 DG5924.The horizontal coordinates were scaled from a topographic map and have
 DG5924.an estimated accuracy of +/- 6 seconds.
 DG5924
 DG5924.The orthometric height was determined by differential leveling
 DG5924.and adjusted by the National Geodetic Survey in December 2004..
 DG5924
 DG5924.The geoid height was determined by GEOID03.
 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     -   250,910.      802,910.      MT  (+/- 180 meters Scaled)
 DG5924
 DG5924                          SUPERSEDED SURVEY CONTROL
 DG5924
 DG5924.No superseded survey control is available for this station.
 DG5924
 DG5924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM067345(NAD 83)
 DG5924_MARKER: DV = VERTICAL CONTROL DISK
 DG5924_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5924_SP_SET: BRUDGE 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 01, 2000
 DG5924
 DG5924  HISTORY     - Date     Condition        Report By
 DG5924  HISTORY     - 1984     MONUMENTED       MNDT
 DG5924  HISTORY     - 20000601 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5922 ***********************************************************************
 DG5922  DESIGNATION -  1805 K
 DG5922  PID         -  DG5922
 DG5922  STATE/COUNTY-  MN/CROW WING
 DG5922  USGS QUAD   -  BRAINERD (1994)
 DG5922
 DG5922                         *CURRENT SURVEY CONTROL
 DG5922  ___________________________________________________________________
 DG5922* NAD 83(1986)-  46 21 20.     (N)    094 12 32.     (W)     SCALED    
 DG5922* NAVD 88     -       370.425  (meters)    1215.30   (feet)  ADJUSTED  
 DG5922  ___________________________________________________________________
 DG5922  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DG5922  DYNAMIC HT  -         370.438 (meters)    1215.35  (feet)  COMP
 DG5922  MODELED GRAV-     980,639.8   (mgal)                       NAVD 88
 DG5922
 DG5922  VERT ORDER  -  SECOND    CLASS I
 DG5922
 DG5922.The horizontal coordinates were scaled from a topographic map and have
 DG5922.an estimated accuracy of +/- 6 seconds.
 DG5922
 DG5922.The orthometric height was determined by differential leveling
 DG5922.and adjusted by the National Geodetic Survey in December 2004..
 DG5922
 DG5922.The geoid height was determined by GEOID03.
 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.      803,160.      MT  (+/- 180 meters Scaled)
 DG5922
 DG5922                          SUPERSEDED SURVEY CONTROL
 DG5922
 DG5922.No superseded survey control is available for this station.
 DG5922
 DG5922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM069342(NAD 83)
 DG5922_MARKER: DV = VERTICAL CONTROL DISK
 DG5922_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 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 = OCTOBER  6, 2006
 DG5923 ***********************************************************************
 DG5923  DESIGNATION -  1805 L
 DG5923  PID         -  DG5923
 DG5923  STATE/COUNTY-  MN/CROW WING
 DG5923  USGS QUAD   -  BRAINERD (1994)
 DG5923
 DG5923                         *CURRENT SURVEY CONTROL
 DG5923  ___________________________________________________________________
 DG5923* NAD 83(1986)-  46 21 19.     (N)    094 12 41.     (W)     SCALED    
 DG5923* NAVD 88     -       370.419  (meters)    1215.28   (feet)  ADJUSTED  
 DG5923  ___________________________________________________________________
 DG5923  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DG5923  DYNAMIC HT  -         370.432 (meters)    1215.33  (feet)  COMP
 DG5923  MODELED GRAV-     980,639.8   (mgal)                       NAVD 88
 DG5923
 DG5923  VERT ORDER  -  SECOND    CLASS I
 DG5923
 DG5923.The horizontal coordinates were scaled from a topographic map and have
 DG5923.an estimated accuracy of +/- 6 seconds.
 DG5923
 DG5923.The orthometric height was determined by differential leveling
 DG5923.and adjusted by the National Geodetic Survey in December 2004..
 DG5923
 DG5923.The geoid height was determined by GEOID03.
 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     -   250,640.      802,970.      MT  (+/- 180 meters Scaled)
 DG5923
 DG5923                          SUPERSEDED SURVEY CONTROL
 DG5923
 DG5923.No superseded survey control is available for this station.
 DG5923
 DG5923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM068342(NAD 83)
 DG5923_MARKER: DV = VERTICAL CONTROL DISK
 DG5923_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 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 = OCTOBER  6, 2006
 DG5925 ***********************************************************************
 DG5925  DESIGNATION -  1805 M
 DG5925  PID         -  DG5925
 DG5925  STATE/COUNTY-  MN/CROW WING
 DG5925  USGS QUAD   -  BRAINERD (1994)
 DG5925
 DG5925                         *CURRENT SURVEY CONTROL
 DG5925  ___________________________________________________________________
 DG5925* NAD 83(1986)-  46 21 21.     (N)    094 13 23.     (W)     SCALED    
 DG5925* NAVD 88     -       361.861  (meters)    1187.21   (feet)  ADJUSTED  
 DG5925  ___________________________________________________________________
 DG5925  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DG5925  DYNAMIC HT  -         361.874 (meters)    1187.25  (feet)  COMP
 DG5925  MODELED GRAV-     980,640.0   (mgal)                       NAVD 88
 DG5925
 DG5925  VERT ORDER  -  SECOND    CLASS I
 DG5925
 DG5925.The horizontal coordinates were scaled from a topographic map and have
 DG5925.an estimated accuracy of +/- 6 seconds.
 DG5925
 DG5925.The orthometric height was determined by differential leveling
 DG5925.and adjusted by the National Geodetic Survey in December 2004..
 DG5925
 DG5925.The geoid height was determined by GEOID03.
 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     -   250,700.      802,070.      MT  (+/- 180 meters Scaled)
 DG5925
 DG5925                          SUPERSEDED SURVEY CONTROL
 DG5925
 DG5925.No superseded survey control is available for this station.
 DG5925
 DG5925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM059343(NAD 83)
 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 01, 2000
 DG5925
 DG5925  HISTORY     - Date     Condition        Report By
 DG5925  HISTORY     - 2000     MONUMENTED       MNDT
 DG5925  HISTORY     - 20000601 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8751 ***********************************************************************
 DF8751  DESIGNATION -  1805 N
 DF8751  PID         -  DF8751
 DF8751  STATE/COUNTY-  MN/CROW WING
 DF8751  USGS QUAD   -  BRAINERD (1994)
 DF8751
 DF8751                         *CURRENT SURVEY CONTROL
 DF8751  ___________________________________________________________________
 DF8751* NAD 83(1996)-  46 21 14.73161(N)    094 14 20.54523(W)     ADJUSTED  
 DF8751* NAVD 88     -       365.382  (meters)    1198.76   (feet)  ADJUSTED  
 DF8751  ___________________________________________________________________
 DF8751  X           -    -325,988.784 (meters)                     COMP
 DF8751  Y           -  -4,398,092.017 (meters)                     COMP
 DF8751  Z           -   4,592,745.672 (meters)                     COMP
 DF8751  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DF8751  ELLIP HEIGHT-         338.18  (meters)          (10/22/03) GPS OBS
 DF8751  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DF8751  DYNAMIC HT  -         365.396 (meters)    1198.80  (feet)  COMP
 DF8751  MODELED GRAV-     980,640.3   (mgal)                       NAVD 88
 DF8751
 DF8751  HORZ ORDER  -  FIRST
 DF8751  VERT ORDER  -  SECOND    CLASS I
 DF8751  ELLP ORDER  -  FOURTH    CLASS I
 DF8751
 DF8751.The horizontal coordinates were established by GPS observations
 DF8751.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8751
 DF8751.The orthometric height was determined by differential leveling
 DF8751.and adjusted by the National Geodetic Survey in December 2004..
 DF8751
 DF8751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8751
 DF8751.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8751
 DF8751.The ellipsoidal height was determined by GPS observations
 DF8751.and is referenced to NAD 83.
 DF8751
 DF8751.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8751;SPC MN C     -   250,502.200   800,843.474   MT  0.99992208   +0 00 28.5
 DF8751;UTM  15      - 5,134,136.702   404,672.425   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  =   0.99986907
 DF8751!UTM  15      -   0.99994699  x   0.99971170  =   0.99965870
 DF8751
 DF8751:                Primary Azimuth Mark                     Grid Az
 DF8751:SPC MN C     -  LAMP                                     220 51 44.4
 DF8751:UTM  15      -  LAMP                                     221 46 00.9
 DF8751
 DF8751|---------------------------------------------------------------------|
 DF8751| PID    Reference Object                     Distance      Geod. Az  |
 DF8751|                                                           dddmmss.s |
 DF8751| RO0840 LAMP                                404.676 METERS 2205212.9 |
 DF8751|---------------------------------------------------------------------|
 DF8751
 DF8751                          SUPERSEDED SURVEY CONTROL
 DF8751
 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: 15TVM0467234137(NAD 83)
 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     - 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 (2006)
 DF8751
 DF8751'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHO)
 DF8751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8752 ***********************************************************************
 DF8752  DESIGNATION -  1805 Q
 DF8752  PID         -  DF8752
 DF8752  STATE/COUNTY-  MN/CROW WING
 DF8752  USGS QUAD   -  BAXTER (1994)
 DF8752
 DF8752                         *CURRENT SURVEY CONTROL
 DF8752  ___________________________________________________________________
 DF8752* NAD 83(1996)-  46 20 49.93610(N)    094 16 18.29352(W)     ADJUSTED  
 DF8752* NAVD 88     -       367.651  (meters)    1206.20   (feet)  ADJUSTED  
 DF8752  ___________________________________________________________________
 DF8752  X           -    -328,540.810 (meters)                     COMP
 DF8752  Y           -  -4,398,459.271 (meters)                     COMP
 DF8752  Z           -   4,592,218.853 (meters)                     COMP
 DF8752  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DF8752  ELLIP HEIGHT-         340.49  (meters)          (10/22/03) GPS OBS
 DF8752  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DF8752  DYNAMIC HT  -         367.665 (meters)    1206.25  (feet)  COMP
 DF8752  MODELED GRAV-     980,641.3   (mgal)                       NAVD 88
 DF8752
 DF8752  HORZ ORDER  -  FIRST
 DF8752  VERT ORDER  -  SECOND    CLASS I
 DF8752  ELLP ORDER  -  FOURTH    CLASS I
 DF8752
 DF8752.The horizontal coordinates were established by GPS observations
 DF8752.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8752
 DF8752.The orthometric height was determined by differential leveling
 DF8752.and adjusted by the National Geodetic Survey in December 2004..
 DF8752
 DF8752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8752
 DF8752.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8752
 DF8752.The ellipsoidal height was determined by GPS observations
 DF8752.and is referenced to NAD 83.
 DF8752
 DF8752.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8752;SPC MN C     -   249,736.813   798,326.012   MT  0.99992205   -0 00 56.6
 DF8752;UTM  15      - 5,133,411.304   402,143.718   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  =   0.99986868
 DF8752!UTM  15      -   0.99994663  x   0.99971771  =   0.99966435
 DF8752
 DF8752:                Primary Azimuth Mark                     Grid Az
 DF8752:SPC MN C     -  1805 R                                   249 38 57.6
 DF8752:UTM  15      -  1805 R                                   250 33 13.8
 DF8752
 DF8752|---------------------------------------------------------------------|
 DF8752| PID    Reference Object                     Distance      Geod. Az  |
 DF8752|                                                           dddmmss.s |
 DF8752| DF8753 1805 R                              APPROX. 1.3 KM 2493801.0 |
 DF8752|---------------------------------------------------------------------|
 DF8752
 DF8752                          SUPERSEDED SURVEY CONTROL
 DF8752
 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: 15TVM0214433411(NAD 83)
 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 = OCTOBER  6, 2006
 DF8753 ***********************************************************************
 DF8753  DESIGNATION -  1805 R
 DF8753  PID         -  DF8753
 DF8753  STATE/COUNTY-  MN/CROW WING
 DF8753  USGS QUAD   -  BAXTER (1994)
 DF8753
 DF8753                         *CURRENT SURVEY CONTROL
 DF8753  ___________________________________________________________________
 DF8753* NAD 83(1996)-  46 20 34.84180(N)    094 17 16.98777(W)     ADJUSTED  
 DF8753* NAVD 88     -       368.218  (meters)    1208.06   (feet)  ADJUSTED  
 DF8753  ___________________________________________________________________
 DF8753  X           -    -329,817.658 (meters)                     COMP
 DF8753  Y           -  -4,398,702.291 (meters)                     COMP
 DF8753  Z           -   4,591,897.529 (meters)                     COMP
 DF8753  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 DF8753  ELLIP HEIGHT-         341.08  (meters)          (10/22/03) GPS OBS
 DF8753  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DF8753  DYNAMIC HT  -         368.232 (meters)    1208.11  (feet)  COMP
 DF8753  MODELED GRAV-     980,641.7   (mgal)                       NAVD 88
 DF8753
 DF8753  HORZ ORDER  -  FIRST
 DF8753  VERT ORDER  -  SECOND    CLASS I
 DF8753  ELLP ORDER  -  FOURTH    CLASS I
 DF8753
 DF8753.The horizontal coordinates were established by GPS observations
 DF8753.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8753
 DF8753.The orthometric height was determined by differential leveling
 DF8753.and adjusted by the National Geodetic Survey in December 2004..
 DF8753
 DF8753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8753
 DF8753.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8753
 DF8753.The ellipsoidal height was determined by GPS observations
 DF8753.and is referenced to NAD 83.
 DF8753
 DF8753.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8753;SPC MN C     -   249,271.253   797,070.850   MT  0.99992203   -0 01 39.1
 DF8753;UTM  15      - 5,132,965.705   400,881.620   MT  0.99972076   -0 55 55.1
 DF8753
 DF8753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8753!SPC MN C     -   0.99994653  x   0.99992203  =   0.99986857
 DF8753!UTM  15      -   0.99994653  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  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: 15TVM0088232966(NAD 83)
 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 - July 05, 2000
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5743 ***********************************************************************
 AI5743  DESIGNATION -  1806 A
 AI5743  PID         -  AI5743
 AI5743  STATE/COUNTY-  MN/CROW WING
 AI5743  USGS QUAD   -  MERRIFIELD (1994)
 AI5743
 AI5743                         *CURRENT SURVEY CONTROL
 AI5743  ___________________________________________________________________
 AI5743* NAD 83(1986)-  46 22 38.     (N)    094 09 09.     (W)     SCALED    
 AI5743* NAVD 88     -       366.887  (meters)    1203.70   (feet)  ADJUSTED  
 AI5743  ___________________________________________________________________
 AI5743  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AI5743  DYNAMIC HT  -         366.900 (meters)    1203.74  (feet)  COMP
 AI5743  MODELED GRAV-     980,640.7   (mgal)                       NAVD 88
 AI5743
 AI5743  VERT ORDER  -  SECOND    CLASS I
 AI5743
 AI5743.The horizontal coordinates were scaled from a topographic map and have
 AI5743.an estimated accuracy of +/- 6 seconds.
 AI5743
 AI5743.The orthometric height was determined by differential leveling
 AI5743.and adjusted by the National Geodetic Survey in August 2006..
 AI5743
 AI5743.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AI5743;SPC MN C     -   253,080.      807,500.      MT  (+/- 180 meters Scaled)
 AI5743
 AI5743                          SUPERSEDED SURVEY CONTROL
 AI5743
 AI5743  NAVD 88 (09/27/00)  366.882  (m)         1203.68   (f) UNKNOWN     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: 15TVM113366(NAD 83)
 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 NOT SUITABLE FOR
 AI5743+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AI5743_ROD/PIPE-DEPTH: 23.8 meters
 AI5743
 AI5743  HISTORY     - Date     Condition        Report By
 AI5743  HISTORY     - 1994     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5741 ***********************************************************************
 AI5741  DESIGNATION -  1806 B
 AI5741  PID         -  AI5741
 AI5741  STATE/COUNTY-  MN/CROW WING
 AI5741  USGS QUAD   -  RIVERTON (1973)
 AI5741
 AI5741                         *CURRENT SURVEY CONTROL
 AI5741  ___________________________________________________________________
 AI5741* NAD 83(1986)-  46 27 34.     (N)    094 00 53.     (W)     SCALED    
 AI5741* NAVD 88     -       377.395  (meters)    1238.17   (feet)  ADJUSTED  
 AI5741  ___________________________________________________________________
 AI5741  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AI5741  DYNAMIC HT  -         377.411 (meters)    1238.22  (feet)  COMP
 AI5741  MODELED GRAV-     980,643.4   (mgal)                       NAVD 88
 AI5741
 AI5741  VERT ORDER  -  SECOND    CLASS I
 AI5741
 AI5741.The horizontal coordinates were scaled from a topographic map and have
 AI5741.an estimated accuracy of +/- 6 seconds.
 AI5741
 AI5741.The orthometric height was determined by differential leveling
 AI5741.and adjusted by the National Geodetic Survey in August 2006..
 AI5741
 AI5741.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AI5741;SPC MN C     -   262,240.      818,070.      MT  (+/- 180 meters Scaled)
 AI5741
 AI5741                          SUPERSEDED SURVEY CONTROL
 AI5741
 AI5741  NAVD 88 (09/27/00)  377.395  (m)         1238.17   (f) UNKNOWN     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: 15TVM220455(NAD 83)
 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 - 1994
 AI5741_ROD/PIPE-DEPTH: 21.3 meters
 AI5741
 AI5741  HISTORY     - Date     Condition        Report By
 AI5741  HISTORY     - 1994     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5740 ***********************************************************************
 AI5740  DESIGNATION -  1806 C
 AI5740  PID         -  AI5740
 AI5740  STATE/COUNTY-  MN/CROW WING
 AI5740  USGS QUAD   -  CROSBY (1973)
 AI5740
 AI5740                         *CURRENT SURVEY CONTROL
 AI5740  ___________________________________________________________________
 AI5740* NAD 83(1986)-  46 28 42.     (N)    093 57 32.     (W)     SCALED    
 AI5740* NAVD 88     -       380.732  (meters)    1249.12   (feet)  ADJUSTED  
 AI5740  ___________________________________________________________________
 AI5740  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AI5740  DYNAMIC HT  -         380.748 (meters)    1249.17  (feet)  COMP
 AI5740  MODELED GRAV-     980,645.0   (mgal)                       NAVD 88
 AI5740
 AI5740  VERT ORDER  -  SECOND    CLASS I
 AI5740
 AI5740.The horizontal coordinates were scaled from a topographic map and have
 AI5740.an estimated accuracy of +/- 6 seconds.
 AI5740
 AI5740.The orthometric height was determined by differential leveling
 AI5740.and adjusted by the National Geodetic Survey in August 2006..
 AI5740
 AI5740.The geoid height was determined by GEOID03.
 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     -   264,350.      822,350.      MT  (+/- 180 meters Scaled)
 AI5740
 AI5740                          SUPERSEDED SURVEY CONTROL
 AI5740
 AI5740  NAVD 88 (09/27/00)  380.732  (m)         1249.12   (f) UNKNOWN     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: 15TVM263476(NAD 83)
 AI5740_MARKER: DD = SURVEY DISK
 AI5740_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 AH6941 ***********************************************************************
 AH6941  DESIGNATION -  1807 A
 AH6941  PID         -  AH6941
 AH6941  STATE/COUNTY-  MN/CROW WING
 AH6941  USGS QUAD   -  CROSBY (1973)
 AH6941
 AH6941                         *CURRENT SURVEY CONTROL
 AH6941  ___________________________________________________________________
 AH6941* NAD 83(1986)-  46 29 13.     (N)    093 54 10.     (W)     SCALED    
 AH6941* NAVD 88     -       387.867  (meters)    1272.53   (feet)  ADJUSTED  
 AH6941  ___________________________________________________________________
 AH6941  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AH6941  DYNAMIC HT  -         387.883 (meters)    1272.58  (feet)  COMP
 AH6941  MODELED GRAV-     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
 AH6941.and adjusted by the National Geodetic Survey in August 2006..
 AH6941
 AH6941.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH6942 ***********************************************************************
 AH6942  DESIGNATION -  1807 B
 AH6942  PID         -  AH6942
 AH6942  STATE/COUNTY-  MN/CROW WING
 AH6942  USGS QUAD   -  CROSBY (1973)
 AH6942
 AH6942                         *CURRENT SURVEY CONTROL
 AH6942  ___________________________________________________________________
 AH6942* NAD 83(1986)-  46 29 28.     (N)    093 55 21.     (W)     SCALED    
 AH6942* NAVD 88     -       385.288  (meters)    1264.07   (feet)  ADJUSTED  
 AH6942  ___________________________________________________________________
 AH6942  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AH6942  DYNAMIC HT  -         385.304 (meters)    1264.12  (feet)  COMP
 AH6942  MODELED GRAV-     980,644.8   (mgal)                       NAVD 88
 AH6942
 AH6942  VERT ORDER  -  SECOND    CLASS I
 AH6942
 AH6942.The horizontal coordinates were scaled from a topographic map and have
 AH6942.an estimated accuracy of +/- 6 seconds.
 AH6942
 AH6942.The orthometric height was determined by differential leveling
 AH6942.and adjusted by the National Geodetic Survey in August 2006..
 AH6942
 AH6942.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AH6942;SPC MN C     -   265,780.      825,140.      MT  (+/- 180 meters Scaled)
 AH6942
 AH6942                          SUPERSEDED SURVEY CONTROL
 AH6942
 AH6942  NAVD 88 (09/27/00)  385.288  (m)         1264.07   (f) UNKNOWN     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: 15TVM292490(NAD 83)
 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: RECESSED 3 CENTIMETERS
 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     - 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 US POWER SQUADRON 2005 (TAG)
 AH6942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6943 ***********************************************************************
 AH6943  DESIGNATION -  1807 C
 AH6943  PID         -  AH6943
 AH6943  STATE/COUNTY-  MN/CROW WING
 AH6943  USGS QUAD   -  CROSBY (1973)
 AH6943
 AH6943                         *CURRENT SURVEY CONTROL
 AH6943  ___________________________________________________________________
 AH6943* NAD 83(1986)-  46 29 04.     (N)    093 56 17.     (W)     SCALED    
 AH6943* NAVD 88     -       386.427  (meters)    1267.80   (feet)  ADJUSTED  
 AH6943  ___________________________________________________________________
 AH6943  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AH6943  DYNAMIC HT  -         386.444 (meters)    1267.86  (feet)  COMP
 AH6943  MODELED GRAV-     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
 AH6943.and adjusted by the National Geodetic Survey in August 2006..
 AH6943
 AH6943.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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_ROD/PIPE-DEPTH:  3.0 meters
 AH6943
 AH6943  HISTORY     - Date     Condition        Report By
 AH6943  HISTORY     - 1994     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH6944 ***********************************************************************
 AH6944  DESIGNATION -  1807 D
 AH6944  PID         -  AH6944
 AH6944  STATE/COUNTY-  MN/CROW WING
 AH6944  USGS QUAD   -  CROSBY (1973)
 AH6944
 AH6944                         *CURRENT SURVEY CONTROL
 AH6944  ___________________________________________________________________
 AH6944* NAD 83(1986)-  46 29 00.     (N)    093 57 02.     (W)     SCALED    
 AH6944* NAVD 88     -       385.989  (meters)    1266.37   (feet)  ADJUSTED  
 AH6944  ___________________________________________________________________
 AH6944  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AH6944  DYNAMIC HT  -         386.005 (meters)    1266.42  (feet)  COMP
 AH6944  MODELED GRAV-     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
 AH6944.and adjusted by the National Geodetic Survey in August 2006..
 AH6944
 AH6944.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_MARKER: DD = SURVEY DISK
 AH6944_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH6944+WITH SETTING: PAVEMENT
 AH6944_SP_SET: TOWER LEG FOUNDATION
 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 SUITABLE FOR
 AH6944+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1999
 AH6944
 AH6944  HISTORY     - Date     Condition        Report By
 AH6944  HISTORY     - 1994     MONUMENTED       MNDT
 AH6944  HISTORY     - 19990722 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5846 ***********************************************************************
 AI5846  DESIGNATION -  1808 A
 AI5846  PID         -  AI5846
 AI5846  STATE/COUNTY-  MN/CROW WING
 AI5846  USGS QUAD   -  BRAINERD (1994)
 AI5846
 AI5846                         *CURRENT SURVEY CONTROL
 AI5846  ___________________________________________________________________
 AI5846* NAD 83(1996)-  46 18 55.19015(N)    094 08 47.35556(W)     ADJUSTED  
 AI5846* NAVD 88     -       385.357  (meters)    1264.29   (feet)  ADJUSTED  
 AI5846  ___________________________________________________________________
 AI5846  X           -    -319,110.286 (meters)                     COMP
 AI5846  Y           -  -4,401,735.476 (meters)                     COMP
 AI5846  Z           -   4,589,785.111 (meters)                     COMP
 AI5846  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AI5846  ELLIP HEIGHT-         358.20  (meters)          (10/21/02) GPS OBS
 AI5846  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AI5846  DYNAMIC HT  -         385.371 (meters)    1264.34  (feet)  COMP
 AI5846  MODELED GRAV-     980,637.9   (mgal)                       NAVD 88
 AI5846
 AI5846  HORZ ORDER  -  FIRST
 AI5846  VERT ORDER  -  SECOND    CLASS I
 AI5846  ELLP ORDER  -  FOURTH    CLASS I
 AI5846
 AI5846.The horizontal coordinates were established by GPS observations
 AI5846.and adjusted by the MN DEPT OF TRANSP in October 2002..
 AI5846
 AI5846.The orthometric height was determined by differential leveling
 AI5846.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI5846
 AI5846.The ellipsoidal height was determined by GPS observations
 AI5846.and is referenced to NAD 83.
 AI5846
 AI5846.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5846;SPC MN C     -   246,199.040   807,972.113   MT  0.99992208   +0 04 29.6
 AI5846;UTM  15      - 5,129,722.536   411,730.720   MT  0.99969578   -0 49 44.9
 AI5846
 AI5846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5846!SPC MN C     -   0.99994385  x   0.99992208  =   0.99986594
 AI5846!UTM  15      -   0.99994385  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  NAVD 88 (09/27/00)  385.358  (m)         1264.30   (f) UNKNOWN     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: 15TVM1173129723(NAD 83)
 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 = OCTOBER  6, 2006
 AI5847 ***********************************************************************
 AI5847  DESIGNATION -  1808 B
 AI5847  PID         -  AI5847
 AI5847  STATE/COUNTY-  MN/CROW WING
 AI5847  USGS QUAD   -  BRAINERD (1994)
 AI5847
 AI5847                         *CURRENT SURVEY CONTROL
 AI5847  ___________________________________________________________________
 AI5847* NAD 83(1996)-  46 17 59.80202(N)    094 08 42.82182(W)     ADJUSTED  
 AI5847* NAVD 88     -       385.451  (meters)    1264.60   (feet)  ADJUSTED  
 AI5847  ___________________________________________________________________
 AI5847  X           -    -319,102.933 (meters)                     COMP
 AI5847  Y           -  -4,402,976.004 (meters)                     COMP
 AI5847  Z           -   4,588,603.742 (meters)                     COMP
 AI5847  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 AI5847  ELLIP HEIGHT-         358.33  (meters)          (10/21/02) GPS OBS
 AI5847  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AI5847  DYNAMIC HT  -         385.464 (meters)    1264.64  (feet)  COMP
 AI5847  MODELED GRAV-     980,636.7   (mgal)                       NAVD 88
 AI5847
 AI5847  HORZ ORDER  -  FIRST
 AI5847  VERT ORDER  -  SECOND    CLASS I
 AI5847  ELLP ORDER  -  FOURTH    CLASS I
 AI5847
 AI5847.The horizontal coordinates were established by GPS observations
 AI5847.and adjusted by the MN DEPT OF TRANSP in October 2002..
 AI5847
 AI5847.The orthometric height was determined by differential leveling
 AI5847.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI5847
 AI5847.The ellipsoidal height was determined by GPS observations
 AI5847.and is referenced to NAD 83.
 AI5847
 AI5847.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5847;SPC MN C     -   244,489.081   808,071.366   MT  0.99992221   +0 04 32.8
 AI5847;UTM  15      - 5,128,011.612   411,802.970   MT  0.99969562   -0 49 40.9
 AI5847
 AI5847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5847!SPC MN C     -   0.99994383  x   0.99992221  =   0.99986604
 AI5847!UTM  15      -   0.99994383  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  NAVD 88 (09/27/00)  385.451  (m)         1264.60   (f) UNKNOWN     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: 15TVM1180328012(NAD 83)
 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 = OCTOBER  6, 2006
 AI5848 ***********************************************************************
 AI5848  DESIGNATION -  1808 C
 AI5848  PID         -  AI5848
 AI5848  STATE/COUNTY-  MN/CROW WING
 AI5848  USGS QUAD   -  SOUTH LONG LAKE (1973)
 AI5848
 AI5848                         *CURRENT SURVEY CONTROL
 AI5848  ___________________________________________________________________
 AI5848* NAD 83(1996)-  46 15 11.15789(N)    094 06 33.93797(W)     ADJUSTED  
 AI5848* NAVD 88     -       374.679  (meters)    1229.26   (feet)  ADJUSTED  
 AI5848  ___________________________________________________________________
 AI5848  X           -    -316,620.845 (meters)                     COMP
 AI5848  Y           -  -4,406,920.846 (meters)                     COMP
 AI5848  Z           -   4,584,996.696 (meters)                     COMP
 AI5848  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AI5848  ELLIP HEIGHT-         347.62  (meters)          (10/21/02) GPS OBS
 AI5848  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AI5848  DYNAMIC HT  -         374.690 (meters)    1229.30  (feet)  COMP
 AI5848  MODELED GRAV-     980,632.3   (mgal)                       NAVD 88
 AI5848
 AI5848  HORZ ORDER  -  FIRST
 AI5848  VERT ORDER  -  SECOND    CLASS I
 AI5848  ELLP ORDER  -  FOURTH    CLASS I
 AI5848
 AI5848.The horizontal coordinates were established by GPS observations
 AI5848.and adjusted by the MN DEPT OF TRANSP in October 2002..
 AI5848
 AI5848.The orthometric height was determined by differential leveling
 AI5848.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI5848
 AI5848.The ellipsoidal height was determined by GPS observations
 AI5848.and is referenced to NAD 83.
 AI5848
 AI5848.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5848;SPC MN C     -   239,286.561   810,838.635   MT  0.99992304   +0 06 06.1
 AI5848;UTM  15      - 5,122,767.310   414,487.242   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  =   0.99986855
 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  NAVD 88 (09/27/00)  374.680  (m)         1229.26   (f) UNKNOWN     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_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 = OCTOBER  6, 2006
 AI5849 ***********************************************************************
 AI5849  DESIGNATION -  1808 D
 AI5849  PID         -  AI5849
 AI5849  STATE/COUNTY-  MN/CROW WING
 AI5849  USGS QUAD   -  SHEPHARD (1981)
 AI5849
 AI5849                         *CURRENT SURVEY CONTROL
 AI5849  ___________________________________________________________________
 AI5849* NAD 83(1996)-  46 14 21.58397(N)    094 06 33.38238(W)     ADJUSTED  
 AI5849* NAVD 88     -       375.913  (meters)    1233.31   (feet)  ADJUSTED  
 AI5849  ___________________________________________________________________
 AI5849  X           -    -316,688.270 (meters)                     COMP
 AI5849  Y           -  -4,408,025.423 (meters)                     COMP
 AI5849  Z           -   4,583,938.990 (meters)                     COMP
 AI5849  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AI5849  ELLIP HEIGHT-         348.88  (meters)          (10/21/02) GPS OBS
 AI5849  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AI5849  DYNAMIC HT  -         375.923 (meters)    1233.34  (feet)  COMP
 AI5849  MODELED GRAV-     980,631.7   (mgal)                       NAVD 88
 AI5849
 AI5849  HORZ ORDER  -  FIRST
 AI5849  VERT ORDER  -  SECOND    CLASS I
 AI5849  ELLP ORDER  -  FOURTH    CLASS I
 AI5849
 AI5849.The horizontal coordinates were established by GPS observations
 AI5849.and adjusted by the MN DEPT OF TRANSP in October 2002..
 AI5849
 AI5849.The orthometric height was determined by differential leveling
 AI5849.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI5849
 AI5849.The ellipsoidal height was determined by GPS observations
 AI5849.and is referenced to NAD 83.
 AI5849
 AI5849.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5849;SPC MN C     -   237,756.023   810,853.254   MT  0.99992341   +0 06 06.5
 AI5849;UTM  15      - 5,121,237.089   414,477.738   MT  0.99968991   -0 48 04.3
 AI5849
 AI5849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5849!SPC MN C     -   0.99994531  x   0.99992341  =   0.99986873
 AI5849!UTM  15      -   0.99994531  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  NAVD 88 (09/27/00)  375.913  (m)         1233.31   (f) UNKNOWN     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: 15TVM1447821237(NAD 83)
 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 = OCTOBER  6, 2006
 AI5850 ***********************************************************************
 AI5850  DESIGNATION -  1808 E
 AI5850  PID         -  AI5850
 AI5850  STATE/COUNTY-  MN/CROW WING
 AI5850  USGS QUAD   -  SHEPHARD (1981)
 AI5850
 AI5850                         *CURRENT SURVEY CONTROL
 AI5850  ___________________________________________________________________
 AI5850* NAD 83(1996)-  46 11 16.28967(N)    094 06 14.55693(W)     ADJUSTED  
 AI5850* NAVD 88     -       390.621  (meters)    1281.56   (feet)  ADJUSTED  
 AI5850  ___________________________________________________________________
 AI5850  X           -    -316,582.303 (meters)                     COMP
 AI5850  Y           -  -4,412,184.475 (meters)                     COMP
 AI5850  Z           -   4,579,990.520 (meters)                     COMP
 AI5850  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AI5850  ELLIP HEIGHT-         363.69  (meters)          (10/21/02) GPS OBS
 AI5850  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AI5850  DYNAMIC HT  -         390.633 (meters)    1281.60  (feet)  COMP
 AI5850  MODELED GRAV-     980,633.9   (mgal)                       NAVD 88
 AI5850
 AI5850  HORZ ORDER  -  FIRST
 AI5850  VERT ORDER  -  SECOND    CLASS I
 AI5850  ELLP ORDER  -  FOURTH    CLASS I
 AI5850
 AI5850.The horizontal coordinates were established by GPS observations
 AI5850.and adjusted by the MN DEPT OF TRANSP in October 2002..
 AI5850
 AI5850.The orthometric height was determined by differential leveling
 AI5850.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI5850
 AI5850.The ellipsoidal height was determined by GPS observations
 AI5850.and is referenced to NAD 83.
 AI5850
 AI5850.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5850;SPC MN C     -   232,035.952   811,267.093   MT  0.99992530   +0 06 20.1
 AI5850;UTM  15      - 5,115,512.552   414,801.337   MT  0.99968923   -0 47 48.3
 AI5850
 AI5850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5850!SPC MN C     -   0.99994299  x   0.99992530  =   0.99986829
 AI5850!UTM  15      -   0.99994299  x   0.99968923  =   0.99963224
 AI5850
 AI5850:                Primary Azimuth Mark                     Grid Az
 AI5850:SPC MN C     -  1808 F                                   178 20 18.5
 AI5850:UTM  15      -  1808 F                                   179 14 26.9
 AI5850
 AI5850|---------------------------------------------------------------------|
 AI5850| PID    Reference Object                     Distance      Geod. Az  |
 AI5850|                                                           dddmmss.s |
 AI5850| AI5851 1808 F                              APPROX. 1.7 KM 1782638.6 |
 AI5850|---------------------------------------------------------------------|
 AI5850
 AI5850                          SUPERSEDED SURVEY CONTROL
 AI5850
 AI5850  NAVD 88 (09/27/00)  390.624  (m)         1281.57   (f) UNKNOWN     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: 15TVM1480115513(NAD 83)
 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 = OCTOBER  6, 2006
 AI5851 ***********************************************************************
 AI5851  DESIGNATION -  1808 F
 AI5851  PID         -  AI5851
 AI5851  STATE/COUNTY-  MN/CROW WING
 AI5851  USGS QUAD   -  SHEPHARD (1981)
 AI5851
 AI5851                         *CURRENT SURVEY CONTROL
 AI5851  ___________________________________________________________________
 AI5851* NAD 83(1996)-  46 10 22.74486(N)    094 06 12.46338(W)     ADJUSTED  
 AI5851* NAVD 88     -       379.832  (meters)    1246.17   (feet)  ADJUSTED  
 AI5851  ___________________________________________________________________
 AI5851  X           -    -316,622.351 (meters)                     COMP
 AI5851  Y           -  -4,413,370.138 (meters)                     COMP
 AI5851  Z           -   4,578,837.986 (meters)                     COMP
 AI5851  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AI5851  ELLIP HEIGHT-         352.93  (meters)          (10/21/02) GPS OBS
 AI5851  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AI5851  DYNAMIC HT  -         379.844 (meters)    1246.20  (feet)  COMP
 AI5851  MODELED GRAV-     980,635.5   (mgal)                       NAVD 88
 AI5851
 AI5851  HORZ ORDER  -  FIRST
 AI5851  VERT ORDER  -  SECOND    CLASS I
 AI5851  ELLP ORDER  -  FOURTH    CLASS I
 AI5851
 AI5851.The horizontal coordinates were established by GPS observations
 AI5851.and adjusted by the MN DEPT OF TRANSP in October 2002..
 AI5851
 AI5851.The orthometric height was determined by differential leveling
 AI5851.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI5851
 AI5851.The ellipsoidal height was determined by GPS observations
 AI5851.and is referenced to NAD 83.
 AI5851
 AI5851.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5851;SPC MN C     -   230,382.892   811,315.043   MT  0.99992600   +0 06 21.6
 AI5851;UTM  15      - 5,113,859.333   414,823.247   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  =   0.99987068
 AI5851!UTM  15      -   0.99994468  x   0.99968918  =   0.99963387
 AI5851
 AI5851:                Primary Azimuth Mark                     Grid Az
 AI5851:SPC MN C     -  1808 E                                   358 20 18.5
 AI5851:UTM  15      -  1808 E                                   359 14 26.1
 AI5851
 AI5851|---------------------------------------------------------------------|
 AI5851| PID    Reference Object                     Distance      Geod. Az  |
 AI5851|                                                           dddmmss.s |
 AI5851| AI5850 1808 E                              APPROX. 1.7 KM 3582640.1 |
 AI5851|---------------------------------------------------------------------|
 AI5851
 AI5851                          SUPERSEDED SURVEY CONTROL
 AI5851
 AI5851  NAVD 88 (09/27/00)  379.838  (m)         1246.19   (f) UNKNOWN     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_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 = OCTOBER  6, 2006
 AH5530 ***********************************************************************
 AH5530  DESIGNATION -  1809 A
 AH5530  PID         -  AH5530
 AH5530  STATE/COUNTY-  MN/CROW WING
 AH5530  USGS QUAD   -  BRAINERD (1994)
 AH5530
 AH5530                         *CURRENT SURVEY CONTROL
 AH5530  ___________________________________________________________________
 AH5530* NAD 83(1996)-  46 20 56.65057(N)    094 14 30.65511(W)     ADJUSTED  
 AH5530* NAVD 88     -       364.590  (meters)    1196.16   (feet)  ADJUSTED  
 AH5530  ___________________________________________________________________
 AH5530  X           -    -326,234.194 (meters)                     COMP
 AH5530  Y           -  -4,398,478.386 (meters)                     COMP
 AH5530  Z           -   4,592,359.736 (meters)                     COMP
 AH5530  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AH5530  ELLIP HEIGHT-         337.40  (meters)          (10/22/03) GPS OBS
 AH5530  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AH5530  DYNAMIC HT  -         364.604 (meters)    1196.20  (feet)  COMP
 AH5530  MODELED GRAV-     980,640.3   (mgal)                       NAVD 88
 AH5530
 AH5530  HORZ ORDER  -  FIRST
 AH5530  VERT ORDER  -  SECOND    CLASS I
 AH5530  ELLP ORDER  -  FOURTH    CLASS I
 AH5530
 AH5530.The horizontal coordinates were established by GPS observations
 AH5530.and adjusted by the MN DEPT OF TRANSP in October 2003..
 AH5530
 AH5530.The orthometric height was determined by differential leveling
 AH5530.and adjusted by the National Geodetic Survey in June 1999..
 AH5530
 AH5530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5530
 AH5530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5530
 AH5530.The ellipsoidal height was determined by GPS observations
 AH5530.and is referenced to NAD 83.
 AH5530
 AH5530.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH5530;SPC MN C     -   249,943.924   800,627.400   MT  0.99992205   +0 00 21.2
 AH5530;UTM  15      - 5,133,582.024   404,447.612   MT  0.99971223   -0 53 55.0
 AH5530
 AH5530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5530!SPC MN C     -   0.99994711  x   0.99992205  =   0.99986917
 AH5530!UTM  15      -   0.99994711  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  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: 15TVM0444833582(NAD 83)
 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     - 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 (2006)
 AH5530
 AH5530'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHO)
 AH5530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5531 ***********************************************************************
 AH5531  DESIGNATION -  1809 B
 AH5531  PID         -  AH5531
 AH5531  STATE/COUNTY-  MN/CROW WING
 AH5531  USGS QUAD   -  BRAINERD (1994)
 AH5531
 AH5531                         *CURRENT SURVEY CONTROL
 AH5531  ___________________________________________________________________
 AH5531* NAD 83(1986)-  46 20 17.     (N)    094 14 40.     (W)     SCALED    
 AH5531* NAVD 88     -       363.065  (meters)    1191.16   (feet)  ADJUSTED  
 AH5531  ___________________________________________________________________
 AH5531  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AH5531  DYNAMIC HT  -         363.078 (meters)    1191.20  (feet)  COMP
 AH5531  MODELED GRAV-     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
 AH5531.and adjusted by the National Geodetic Survey in June 1999..
 AH5531
 AH5531.The geoid height was determined by GEOID03.
 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_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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5532 ***********************************************************************
 AH5532  DESIGNATION -  1809 C
 AH5532  PID         -  AH5532
 AH5532  STATE/COUNTY-  MN/CROW WING
 AH5532  USGS QUAD   -  BAXTER (1994)
 AH5532
 AH5532                         *CURRENT SURVEY CONTROL
 AH5532  ___________________________________________________________________
 AH5532* NAD 83(1986)-  46 19 29.     (N)    094 15 07.     (W)     SCALED    
 AH5532* NAVD 88     -       363.454  (meters)    1192.43   (feet)  ADJUSTED  
 AH5532  ___________________________________________________________________
 AH5532  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AH5532  DYNAMIC HT  -         363.467 (meters)    1192.47  (feet)  COMP
 AH5532  MODELED GRAV-     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
 AH5532.and adjusted by the National Geodetic Survey in June 1999..
 AH5532
 AH5532.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH5533 ***********************************************************************
 AH5533  DESIGNATION -  1809 D
 AH5533  PID         -  AH5533
 AH5533  STATE/COUNTY-  MN/CROW WING
 AH5533  USGS QUAD   -  BAXTER (1994)
 AH5533
 AH5533                         *CURRENT SURVEY CONTROL
 AH5533  ___________________________________________________________________
 AH5533* NAD 83(1986)-  46 18 52.     (N)    094 15 43.     (W)     SCALED    
 AH5533* NAVD 88     -       363.068  (meters)    1191.17   (feet)  ADJUSTED  
 AH5533  ___________________________________________________________________
 AH5533  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AH5533  DYNAMIC HT  -         363.081 (meters)    1191.21  (feet)  COMP
 AH5533  MODELED GRAV-     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
 AH5533.and adjusted by the National Geodetic Survey in June 1999..
 AH5533
 AH5533.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH5534 ***********************************************************************
 AH5534  DESIGNATION -  1809 E
 AH5534  PID         -  AH5534
 AH5534  STATE/COUNTY-  MN/CROW WING
 AH5534  USGS QUAD   -  BAXTER (1994)
 AH5534
 AH5534                         *CURRENT SURVEY CONTROL
 AH5534  ___________________________________________________________________
 AH5534* NAD 83(1986)-  46 18 51.     (N)    094 15 38.     (W)     SCALED    
 AH5534* NAVD 88     -       360.632  (meters)    1183.17   (feet)  ADJUSTED  
 AH5534  ___________________________________________________________________
 AH5534  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AH5534  DYNAMIC HT  -         360.645 (meters)    1183.22  (feet)  COMP
 AH5534  MODELED GRAV-     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
 AH5534.and adjusted by the National Geodetic Survey in June 1999..
 AH5534
 AH5534.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH5535 ***********************************************************************
 AH5535  DESIGNATION -  1809 F
 AH5535  PID         -  AH5535
 AH5535  STATE/COUNTY-  MN/CROW WING
 AH5535  USGS QUAD   -  BAXTER (1994)
 AH5535
 AH5535                         *CURRENT SURVEY CONTROL
 AH5535  ___________________________________________________________________
 AH5535* NAD 83(1986)-  46 18 58.     (N)    094 15 11.     (W)     SCALED    
 AH5535* NAVD 88     -       364.423  (meters)    1195.61   (feet)  ADJUSTED  
 AH5535  ___________________________________________________________________
 AH5535  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AH5535  DYNAMIC HT  -         364.436 (meters)    1195.65  (feet)  COMP
 AH5535  MODELED GRAV-     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
 AH5535.and adjusted by the National Geodetic Survey in June 1999..
 AH5535
 AH5535.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH5536 ***********************************************************************
 AH5536  DESIGNATION -  1809 G
 AH5536  PID         -  AH5536
 AH5536  STATE/COUNTY-  MN/CROW WING
 AH5536  USGS QUAD   -  BAXTER (1994)
 AH5536
 AH5536                         *CURRENT SURVEY CONTROL
 AH5536  ___________________________________________________________________
 AH5536* NAD 83(1986)-  46 18 19.     (N)    094 15 06.     (W)     SCALED    
 AH5536* NAVD 88     -       366.783  (meters)    1203.35   (feet)  ADJUSTED  
 AH5536  ___________________________________________________________________
 AH5536  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AH5536  DYNAMIC HT  -         366.796 (meters)    1203.40  (feet)  COMP
 AH5536  MODELED GRAV-     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
 AH5536.and adjusted by the National Geodetic Survey in June 1999..
 AH5536
 AH5536.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF8747 ***********************************************************************
 DF8747  DESIGNATION -  1809 J
 DF8747  PID         -  DF8747
 DF8747  STATE/COUNTY-  MN/CROW WING
 DF8747  USGS QUAD   -  BAXTER (1994)
 DF8747
 DF8747                         *CURRENT SURVEY CONTROL
 DF8747  ___________________________________________________________________
 DF8747* NAD 83(1996)-  46 17 01.15806(N)    094 17 07.35349(W)     ADJUSTED  
 DF8747* NAVD 88     -       364.005  (meters)    1194.24   (feet)  ADJUSTED  
 DF8747  ___________________________________________________________________
 DF8747  X           -    -329,968.529 (meters)                     COMP
 DF8747  Y           -  -4,403,472.927 (meters)                     COMP
 DF8747  Z           -   4,587,337.040 (meters)                     COMP
 DF8747  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 DF8747  ELLIP HEIGHT-         336.98  (meters)          (10/22/03) GPS OBS
 DF8747  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DF8747  DYNAMIC HT  -         364.017 (meters)    1194.28  (feet)  COMP
 DF8747  MODELED GRAV-     980,639.0   (mgal)                       NAVD 88
 DF8747
 DF8747  HORZ ORDER  -  FIRST
 DF8747  VERT ORDER  -  SECOND    CLASS I
 DF8747  ELLP ORDER  -  FOURTH    CLASS I
 DF8747
 DF8747.The horizontal coordinates were established by GPS observations
 DF8747.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8747
 DF8747.The orthometric height was determined by differential leveling
 DF8747.and adjusted by the National Geodetic Survey in December 2004..
 DF8747
 DF8747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8747
 DF8747.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8747
 DF8747.The ellipsoidal height was determined by GPS observations
 DF8747.and is referenced to NAD 83.
 DF8747
 DF8747.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8747;SPC MN C     -   242,673.745   797,273.909   MT  0.99992242   -0 01 32.1
 DF8747;UTM  15      - 5,126,367.144   400,980.547   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  =   0.99986960
 DF8747!UTM  15      -   0.99994718  x   0.99972053  =   0.99966772
 DF8747
 DF8747                          SUPERSEDED SURVEY CONTROL
 DF8747
 DF8747  NAVD 88 (10/22/03)  364.00   (m)         1194.2    (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: 15TVM0098126367(NAD 83)
 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 - May 17, 2005
 DF8747_ROD/PIPE-DEPTH: 25.9 meters
 DF8747
 DF8747  HISTORY     - Date     Condition        Report By
 DF8747  HISTORY     - 1999     MONUMENTED       MNDT
 DF8747  HISTORY     - 20000401 GOOD             MNDT
 DF8747  HISTORY     - 20000605 GOOD             MNDT
 DF8747  HISTORY     - 20050517 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8748 ***********************************************************************
 DF8748  DESIGNATION -  1809 K
 DF8748  PID         -  DF8748
 DF8748  STATE/COUNTY-  MN/CROW WING
 DF8748  USGS QUAD   -  BAXTER (1994)
 DF8748
 DF8748                         *CURRENT SURVEY CONTROL
 DF8748  ___________________________________________________________________
 DF8748* NAD 83(1996)-  46 18 44.54845(N)    094 16 02.53788(W)     ADJUSTED  
 DF8748* NAVD 88     -       369.063  (meters)    1210.83   (feet)  ADJUSTED  
 DF8748  ___________________________________________________________________
 DF8748  X           -    -328,413.300 (meters)                     COMP
 DF8748  Y           -  -4,401,278.192 (meters)                     COMP
 DF8748  Z           -   4,589,546.399 (meters)                     COMP
 DF8748  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 DF8748  ELLIP HEIGHT-         341.96  (meters)          (10/22/03) GPS OBS
 DF8748  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 DF8748  DYNAMIC HT  -         369.076 (meters)    1210.88  (feet)  COMP
 DF8748  MODELED GRAV-     980,640.0   (mgal)                       NAVD 88
 DF8748
 DF8748  HORZ ORDER  -  FIRST
 DF8748  VERT ORDER  -  SECOND    CLASS I
 DF8748  ELLP ORDER  -  FOURTH    CLASS I
 DF8748
 DF8748.The horizontal coordinates were established by GPS observations
 DF8748.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8748
 DF8748.The orthometric height was determined by differential leveling
 DF8748.and adjusted by the National Geodetic Survey in December 2004..
 DF8748
 DF8748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8748
 DF8748.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8748
 DF8748.The ellipsoidal height was determined by GPS observations
 DF8748.and is referenced to NAD 83.
 DF8748
 DF8748.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8748;SPC MN C     -   245,865.418   798,662.033   MT  0.99992210   -0 00 45.2
 DF8748;UTM  15      - 5,129,535.881   402,418.546   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  =   0.99966346
 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                              161.811 METERS 35919     |
 DF8748|---------------------------------------------------------------------|
 DF8748
 DF8748                          SUPERSEDED SURVEY CONTROL
 DF8748
 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: 15TVM0241929536(NAD 83)
 DF8748_MARKER: DD = SURVEY DISK
 DF8748_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF8748_SP_SET: BRIDGE RAILING
 DF8748_STAMPING: 1809 K 2000
 DF8748_MARK LOGO: MNDT  
 DF8748_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8748+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 DF8748
 DF8748  HISTORY     - Date     Condition        Report By
 DF8748  HISTORY     - 1999     MONUMENTED       MNDT
 DF8748  HISTORY     - 20000401 GOOD             MNDT
 DF8748  HISTORY     - 20000601 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8749 ***********************************************************************
 DF8749  DESIGNATION -  1809 L
 DF8749  PID         -  DF8749
 DF8749  STATE/COUNTY-  MN/CROW WING
 DF8749  USGS QUAD   -  BAXTER (1994)
 DF8749
 DF8749                         *CURRENT SURVEY CONTROL
 DF8749  ___________________________________________________________________
 DF8749* NAD 83(1996)-  46 18 49.78858(N)    094 16 02.62848(W)     ADJUSTED  
 DF8749* NAVD 88     -       369.830  (meters)    1213.35   (feet)  ADJUSTED  
 DF8749  ___________________________________________________________________
 DF8749  X           -    -328,406.567 (meters)                     COMP
 DF8749  Y           -  -4,401,161.895 (meters)                     COMP
 DF8749  Z           -   4,589,658.720 (meters)                     COMP
 DF8749  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 DF8749  ELLIP HEIGHT-         342.73  (meters)          (10/22/03) GPS OBS
 DF8749  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 DF8749  DYNAMIC HT  -         369.843 (meters)    1213.39  (feet)  COMP
 DF8749  MODELED GRAV-     980,640.1   (mgal)                       NAVD 88
 DF8749
 DF8749  HORZ ORDER  -  FIRST
 DF8749  VERT ORDER  -  SECOND    CLASS I
 DF8749  ELLP ORDER  -  FOURTH    CLASS I
 DF8749
 DF8749.The horizontal coordinates were established by GPS observations
 DF8749.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8749
 DF8749.The orthometric height was determined by differential leveling
 DF8749.and adjusted by the National Geodetic Survey in December 2004..
 DF8749
 DF8749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8749
 DF8749.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8749
 DF8749.The ellipsoidal height was determined by GPS observations
 DF8749.and is referenced to NAD 83.
 DF8749
 DF8749.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8749;SPC MN C     -   246,027.206   798,660.130   MT  0.99992209   -0 00 45.3
 DF8749;UTM  15      - 5,129,697.646   402,419.196   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  =   0.99986837
 DF8749!UTM  15      -   0.99994628  x   0.99971705  =   0.99966334
 DF8749
 DF8749|---------------------------------------------------------------------|
 DF8749| PID    Reference Object                     Distance      Geod. Az  |
 DF8749|                                                           dddmmss.s |
 DF8749| DF8748 1809 K                              161.811 METERS 17919     |
 DF8749| DF8735 LEAS                                430.040 METERS 3544731.3 |
 DF8749|---------------------------------------------------------------------|
 DF8749
 DF8749                          SUPERSEDED SURVEY CONTROL
 DF8749
 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: 15TVM0241929698(NAD 83)
 DF8749_MARKER: DD = SURVEY DISK
 DF8749_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF8749_SP_SET: BRIDGE RAILING
 DF8749_STAMPING: 1809 L 2000
 DF8749_MARK LOGO: MNDT  
 DF8749_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8749+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 DF8749
 DF8749  HISTORY     - Date     Condition        Report By
 DF8749  HISTORY     - 1999     MONUMENTED       MNDT
 DF8749  HISTORY     - 20000401 GOOD             MNDT
 DF8749  HISTORY     - 20000601 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8750 ***********************************************************************
 DF8750  DESIGNATION -  1809 M
 DF8750  PID         -  DF8750
 DF8750  STATE/COUNTY-  MN/CROW WING
 DF8750  USGS QUAD   -  BAXTER (1994)
 DF8750
 DF8750                         *CURRENT SURVEY CONTROL
 DF8750  ___________________________________________________________________
 DF8750* NAD 83(1996)-  46 19 57.37367(N)    094 15 24.19838(W)     ADJUSTED  
 DF8750* NAVD 88     -       366.072  (meters)    1201.02   (feet)  ADJUSTED  
 DF8750  ___________________________________________________________________
 DF8750  X           -    -327,474.332 (meters)                     COMP
 DF8750  Y           -  -4,399,715.175 (meters)                     COMP
 DF8750  Z           -   4,591,097.193 (meters)                     COMP
 DF8750  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 DF8750  ELLIP HEIGHT-         338.93  (meters)          (10/22/03) GPS OBS
 DF8750  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DF8750  DYNAMIC HT  -         366.086 (meters)    1201.07  (feet)  COMP
 DF8750  MODELED GRAV-     980,640.5   (mgal)                       NAVD 88
 DF8750
 DF8750  HORZ ORDER  -  FIRST
 DF8750  VERT ORDER  -  SECOND    CLASS I
 DF8750  ELLP ORDER  -  FOURTH    CLASS I
 DF8750
 DF8750.The horizontal coordinates were established by GPS observations
 DF8750.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8750
 DF8750.The orthometric height was determined by differential leveling
 DF8750.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF8750
 DF8750.The ellipsoidal height was determined by GPS observations
 DF8750.and is referenced to NAD 83.
 DF8750
 DF8750.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8750;SPC MN C     -   248,113.751   799,482.478   MT  0.99992202   -0 00 17.5
 DF8750;UTM  15      - 5,131,770.528   403,274.190   MT  0.99971501   -0 54 32.9
 DF8750
 DF8750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8750!SPC MN C     -   0.99994687  x   0.99992202  =   0.99986890
 DF8750!UTM  15      -   0.99994687  x   0.99971501  =   0.99966190
 DF8750
 DF8750                          SUPERSEDED SURVEY CONTROL
 DF8750
 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: 15TVM0327431771(NAD 83)
 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 = OCTOBER  6, 2006
 AI5714 ***********************************************************************
 AI5714  DESIGNATION -  1811 A
 AI5714  PID         -  AI5714
 AI5714  STATE/COUNTY-  MN/CROW WING
 AI5714  USGS QUAD   -  BRAINERD (1994)
 AI5714
 AI5714                         *CURRENT SURVEY CONTROL
 AI5714  ___________________________________________________________________
 AI5714* NAD 83(1986)-  46 21 35.     (N)    094 10 11.     (W)     SCALED    
 AI5714* NAVD 88     -       377.615  (meters)    1238.89   (feet)  ADJUSTED  
 AI5714  ___________________________________________________________________
 AI5714  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AI5714  DYNAMIC HT  -         377.629 (meters)    1238.94  (feet)  COMP
 AI5714  MODELED GRAV-     980,640.0   (mgal)                       NAVD 88
 AI5714
 AI5714  VERT ORDER  -  SECOND    CLASS I
 AI5714
 AI5714.The horizontal coordinates were scaled from a topographic map and have
 AI5714.an estimated accuracy of +/- 6 seconds.
 AI5714
 AI5714.The orthometric height was determined by differential leveling
 AI5714.and adjusted by the National Geodetic Survey in August 2006..
 AI5714
 AI5714.The geoid height was determined by GEOID03.
 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     -   251,130.      806,180.      MT  (+/- 180 meters Scaled)
 AI5714
 AI5714                          SUPERSEDED SURVEY CONTROL
 AI5714
 AI5714  NAVD 88 (09/27/00)  377.615  (m)         1238.89   (f) UNKNOWN     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: 15TVM100346(NAD 83)
 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 = OCTOBER  6, 2006
 AI5715 ***********************************************************************
 AI5715  DESIGNATION -  1811 B
 AI5715  PID         -  AI5715
 AI5715  STATE/COUNTY-  MN/CROW WING
 AI5715  USGS QUAD   -  BRAINERD (1994)
 AI5715
 AI5715                         *CURRENT SURVEY CONTROL
 AI5715  ___________________________________________________________________
 AI5715* NAD 83(1996)-  46 21 11.88996(N)    094 09 26.53318(W)     ADJUSTED  
 AI5715* NAVD 88     -       375.985  (meters)    1233.54   (feet)  ADJUSTED  
 AI5715  ___________________________________________________________________
 AI5715  X           -    -319,724.500 (meters)                     COMP
 AI5715  Y           -  -4,398,622.821 (meters)                     COMP
 AI5715  Z           -   4,592,692.758 (meters)                     COMP
 AI5715  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AI5715  ELLIP HEIGHT-         348.75  (meters)          (10/21/02) GPS OBS
 AI5715  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AI5715  DYNAMIC HT  -         375.998 (meters)    1233.59  (feet)  COMP
 AI5715  MODELED GRAV-     980,640.1   (mgal)                       NAVD 88
 AI5715
 AI5715  HORZ ORDER  -  FIRST
 AI5715  VERT ORDER  -  SECOND    CLASS I
 AI5715  ELLP ORDER  -  FOURTH    CLASS I
 AI5715
 AI5715.The horizontal coordinates were established by GPS observations
 AI5715.and adjusted by the MN DEPT OF TRANSP in October 2002..
 AI5715
 AI5715.The orthometric height was determined by differential leveling
 AI5715.and adjusted by the National Geodetic Survey in August 2006..
 AI5715
 AI5715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5715
 AI5715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5715
 AI5715.The ellipsoidal height was determined by GPS observations
 AI5715.and is referenced to NAD 83.
 AI5715
 AI5715.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5715;SPC MN C     -   250,418.575   807,129.037   MT  0.99992207   +0 04 01.2
 AI5715;UTM  15      - 5,133,953.897   410,954.517   MT  0.99969747   -0 50 15.1
 AI5715
 AI5715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5715!SPC MN C     -   0.99994533  x   0.99992207  =   0.99986741
 AI5715!UTM  15      -   0.99994533  x   0.99969747  =   0.99964282
 AI5715
 AI5715                          SUPERSEDED SURVEY CONTROL
 AI5715
 AI5715  NAVD 88 (09/27/00)  375.985  (m)         1233.54   (f) UNKNOWN     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: 15TVM1095533954(NAD 83)
 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 - June 15, 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0285 ***********************************************************************
 ON0285  DESIGNATION -  182 BOLT
 ON0285  PID         -  ON0285
 ON0285  STATE/COUNTY-  MN/WINONA
 ON0285  USGS QUAD   -  HOLMEN (1973)
 ON0285
 ON0285                         *CURRENT SURVEY CONTROL
 ON0285  ___________________________________________________________________
 ON0285* NAD 83(1986)-  43 55 02.     (N)    091 21 40.     (W)     SCALED    
 ON0285* NAVD 88     -       203.067  (meters)     666.23   (feet)  ADJUSTED  
 ON0285  ___________________________________________________________________
 ON0285  GEOID HEIGHT-         -31.35  (meters)                     GEOID03
 ON0285  DYNAMIC HT  -         203.033 (meters)     666.12  (feet)  COMP
 ON0285  MODELED GRAV-     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
 ON0285.and adjusted by the National Geodetic Survey in June 1991..
 ON0285
 ON0285.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SZ0024 ***********************************************************************
 SZ0024  DESIGNATION -  19
 SZ0024  PID         -  SZ0024
 SZ0024  STATE/COUNTY-  MN/COOK
 SZ0024  USGS QUAD   -  PIGEON POINT (1976)
 SZ0024
 SZ0024                         *CURRENT SURVEY CONTROL
 SZ0024  ___________________________________________________________________
 SZ0024* NAD 83(1986)-  48 00 06.     (N)    089 35 06.     (W)     SCALED    
 SZ0024* NAVD 88     -       190.748  (meters)     625.81   (feet)  ADJUSTED  
 SZ0024  ___________________________________________________________________
 SZ0024  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 SZ0024  DYNAMIC HT  -         190.785 (meters)     625.93  (feet)  COMP
 SZ0024  MODELED GRAV-     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
 SZ0024.and adjusted by the National Geodetic Survey in June 1991..
 SZ0024
 SZ0024.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 SZ0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0361 ***********************************************************************
 RM0361  DESIGNATION -  19
 RM0361  PID         -  RM0361
 RM0361  STATE/COUNTY-  MN/ST LOUIS
 RM0361  USGS QUAD   -  FRENCH RIVER (1992)
 RM0361
 RM0361                         *CURRENT SURVEY CONTROL
 RM0361  ___________________________________________________________________
 RM0361* NAD 83(1986)-  46 53 58.     (N)    091 53 34.     (W)     SCALED    
 RM0361* NAVD 88     -       190.487  (meters)     624.96   (feet)  ADJUSTED  
 RM0361  ___________________________________________________________________
 RM0361  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 RM0361  DYNAMIC HT  -         190.515 (meters)     625.05  (feet)  COMP
 RM0361  MODELED GRAV-     980,758.9   (mgal)                       NAVD 88
 RM0361
 RM0361  VERT ORDER  -  FIRST     CLASS II
 RM0361
 RM0361.The horizontal coordinates were scaled from a topographic map and have
 RM0361.an estimated accuracy of +/- 6 seconds.
 RM0361
 RM0361.The orthometric height was determined by differential leveling
 RM0361.and adjusted by the National Geodetic Survey in June 1991..
 RM0361
 RM0361.The geoid height was determined by GEOID03.
 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     -   145,130.      891,990.      MT  (+/- 180 meters Scaled)
 RM0361
 RM0361                          SUPERSEDED SURVEY CONTROL
 RM0361
 RM0361.No superseded survey control is available for this station.
 RM0361
 RM0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM843945(NAD 83)
 RM0361_MARKER: DB = BENCH MARK DISK
 RM0361_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RM0361_SP_SET: ABUTMENT
 RM0361_STAMPING: 1929 ADJ NO 19
 RM0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0361+STABILITY: SURFACE MOTION
 RM0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0361+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0233 ***********************************************************************
 QO0233  DESIGNATION -  19
 QO0233  PID         -  QO0233
 QO0233  STATE/COUNTY-  MN/PINE
 QO0233  USGS QUAD   -  BEROUN (1983)
 QO0233
 QO0233                         *CURRENT SURVEY CONTROL
 QO0233  ___________________________________________________________________
 QO0233* NAD 83(1986)-  45 54 51.     (N)    092 57 28.     (W)     SCALED    
 QO0233* NAVD 88     -       296.60   (+/-2cm)     973.1    (feet)  VERTCON   
 QO0233  ___________________________________________________________________
 QO0233  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 QO0233
 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.The vertical order pertains to the NGVD 29 superseded value.
 QO0233
 QO0233.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0718 ***********************************************************************
 RN0718  DESIGNATION -  19
 RN0718  PID         -  RN0718
 RN0718  STATE/COUNTY-  MN/ST LOUIS
 RN0718  USGS QUAD   -  FLOODWOOD (1983)
 RN0718
 RN0718                         *CURRENT SURVEY CONTROL
 RN0718  ___________________________________________________________________
 RN0718* NAD 83(1986)-  46 57 58.     (N)    092 54 18.     (W)     SCALED    
 RN0718* NAVD 88     -       377.999  (meters)    1240.15   (feet)  ADJUSTED  
 RN0718  ___________________________________________________________________
 RN0718  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 RN0718  DYNAMIC HT  -         378.024 (meters)    1240.23  (feet)  COMP
 RN0718  MODELED GRAV-     980,669.4   (mgal)                       NAVD 88
 RN0718
 RN0718  VERT ORDER  -  SECOND    CLASS 0
 RN0718
 RN0718.The horizontal coordinates were scaled from a topographic map and have
 RN0718.an estimated accuracy of +/- 6 seconds.
 RN0718
 RN0718.The orthometric height was determined by differential leveling
 RN0718.and adjusted by the National Geodetic Survey in June 1991..
 RN0718
 RN0718.The geoid height was determined by GEOID03.
 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     -   151,840.      814,840.      MT  (+/- 180 meters Scaled)
 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: 15TWN072014(NAD 83)
 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 = OCTOBER  6, 2006
 SL0123 ***********************************************************************
 SL0123  DESIGNATION -  19
 SL0123  PID         -  SL0123
 SL0123  STATE/COUNTY-  MN/NORMAN
 SL0123  USGS QUAD   -  HALSTAD (1963)
 SL0123
 SL0123                         *CURRENT SURVEY CONTROL
 SL0123  ___________________________________________________________________
 SL0123* NAD 83(1986)-  47 19 02.     (N)    096 48 57.     (W)     SCALED    
 SL0123* NAVD 88     -       265.171  (meters)     869.98   (feet)  ADJUSTED  
 SL0123  ___________________________________________________________________
 SL0123  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 SL0123  DYNAMIC HT  -         265.206 (meters)     870.10  (feet)  COMP
 SL0123  MODELED GRAV-     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
 SL0123.and adjusted by the National Geodetic Survey in June 1991..
 SL0123
 SL0123.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 SL0123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0123_SP_SET: BRIDGE
 SL0123_STAMPING: NO 19 1929 ADJ
 SL0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0123
 SL0123  HISTORY     - Date     Condition        Report By
 SL0123  HISTORY     - 1929     MONUMENTED       MNDT
 SL0123  HISTORY     - 1964     GOOD             NGS
 SL0123
 SL0123                          STATION DESCRIPTION
 SL0123
 SL0123'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SH0560 ***********************************************************************
 SH0560  DESIGNATION -  19
 SH0560  PID         -  SH0560
 SH0560  STATE/COUNTY-  MN/ST LOUIS
 SH0560  USGS QUAD   -  BRIMSON (1985)
 SH0560
 SH0560                         *CURRENT SURVEY CONTROL
 SH0560  ___________________________________________________________________
 SH0560* NAD 83(1986)-  47 15 36.     (N)    091 50 47.     (W)     SCALED    
 SH0560* NAVD 88     -       457.445  (meters)    1500.80   (feet)  ADJUSTED  
 SH0560  ___________________________________________________________________
 SH0560  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 SH0560  DYNAMIC HT  -         457.509 (meters)    1501.01  (feet)  COMP
 SH0560  MODELED GRAV-     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
 SH0560.and adjusted by the National Geodetic Survey in June 1991..
 SH0560
 SH0560.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF5919 ***********************************************************************
 DF5919  DESIGNATION -  19
 DF5919  PID         -  DF5919
 DF5919  STATE/COUNTY-  MN/PINE
 DF5919  USGS QUAD   -  CEDAR LAKE (1983)
 DF5919
 DF5919                         *CURRENT SURVEY CONTROL
 DF5919  ___________________________________________________________________
 DF5919* NAD 83(1996)-  45 56 48.00669(N)    092 51 54.01940(W)     ADJUSTED  
 DF5919* NAVD 88     -       297.6    (meters)     976.     (feet)  GPS OBS   
 DF5919  ___________________________________________________________________
 DF5919  X           -    -222,062.730 (meters)                     COMP
 DF5919  Y           -  -4,437,217.182 (meters)                     COMP
 DF5919  Z           -   4,561,322.063 (meters)                     COMP
 DF5919  LAPLACE CORR-           8.72  (seconds)                    DEFLEC99
 DF5919  ELLIP HEIGHT-         270.39  (meters)          (05/27/03) GPS OBS
 DF5919  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DF5919
 DF5919  HORZ ORDER  -  FIRST
 DF5919  ELLP ORDER  -  THIRD     CLASS I
 DF5919
 DF5919.The horizontal coordinates were established by GPS observations
 DF5919.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5919
 DF5919.The orthometric height was determined by GPS observations and a
 DF5919.high-resolution geoid model.
 DF5919
 DF5919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5919
 DF5919.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5919
 DF5919.The ellipsoidal height was determined by GPS observations
 DF5919.and is referenced to NAD 83.
 DF5919
 DF5919.The geoid height was determined by GEOID03.
 DF5919
 DF5919;                    North         East     Units Scale Factor Converg.
 DF5919;SPC MN C     -   206,157.321   907,377.886   MT  0.99994485   +1 00 06.8
 DF5919;UTM  15      - 5,088,130.886   510,462.983   MT  0.99960135   +0 05 49.3
 DF5919
 DF5919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5919!SPC MN C     -   0.99995761  x   0.99994485  =   0.99990247
 DF5919!UTM  15      -   0.99995761  x   0.99960135  =   0.99955898
 DF5919
 DF5919                          SUPERSEDED SURVEY CONTROL
 DF5919
 DF5919.No superseded survey control is available for this station.
 DF5919
 DF5919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1046388131(NAD 83)
 DF5919_MARKER: DB = BENCH MARK DISK
 DF5919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5919_STAMPING: NO 19
 DF5919_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5919+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5919
 DF5919  HISTORY     - Date     Condition        Report By
 DF5919  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8708 ***********************************************************************
 DF8708  DESIGNATION -  19
 DF8708  PID         -  DF8708
 DF8708  STATE/COUNTY-  MN/KANABEC
 DF8708  USGS QUAD   -  MORA NORTH (1980)
 DF8708
 DF8708                         *CURRENT SURVEY CONTROL
 DF8708  ___________________________________________________________________
 DF8708* NAD 83(1996)-  45 53 21.69404(N)    093 21 47.73111(W)     ADJUSTED  
 DF8708* NAVD 88     -       320.4    (meters)    1051.     (feet)  GPS OBS   
 DF8708  ___________________________________________________________________
 DF8708  X           -    -260,909.965 (meters)                     COMP
 DF8708  Y           -  -4,439,701.962 (meters)                     COMP
 DF8708  Z           -   4,556,906.482 (meters)                     COMP
 DF8708  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 DF8708  ELLIP HEIGHT-         292.75  (meters)          (10/22/03) GPS OBS
 DF8708  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DF8708
 DF8708  HORZ ORDER  -  FIRST
 DF8708  ELLP ORDER  -  THIRD     CLASS II
 DF8708
 DF8708.The horizontal coordinates were established by GPS observations
 DF8708.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8708
 DF8708.The orthometric height was determined by GPS observations and a
 DF8708.high-resolution geoid model.
 DF8708
 DF8708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8708
 DF8708.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8708
 DF8708.The ellipsoidal height was determined by GPS observations
 DF8708.and is referenced to NAD 83.
 DF8708
 DF8708.The geoid height was determined by GEOID03.
 DF8708
 DF8708;                    North         East     Units Scale Factor Converg.
 DF8708;SPC MN C     -   199,234.174   868,821.957   MT  0.99995208   +0 38 29.2
 DF8708;UTM  15      - 5,081,818.837   471,816.037   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  =   0.99990619
 DF8708!UTM  15      -   0.99995411  x   0.99960977  =   0.99956390
 DF8708
 DF8708                          SUPERSEDED SURVEY CONTROL
 DF8708
 DF8708.No superseded survey control is available for this station.
 DF8708
 DF8708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7181681819(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8708+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8708
 DF8708  HISTORY     - Date     Condition        Report By
 DF8708  HISTORY     - 2001     MONUMENTED       MN-065
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1773 ***********************************************************************
 PP1773  DESIGNATION -  19 1
 PP1773  PID         -  PP1773
 PP1773  STATE/COUNTY-  MN/LE SUEUR
 PP1773  USGS QUAD   -  HENDERSON (1981)
 PP1773
 PP1773                         *CURRENT SURVEY CONTROL
 PP1773  ___________________________________________________________________
 PP1773* NAD 83(1986)-  44 32 17.     (N)    093 53 18.     (W)     SCALED    
 PP1773* NAVD 88     -       227.580  (meters)     746.65   (feet)  ADJUSTED  
 PP1773  ___________________________________________________________________
 PP1773  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 PP1773  DYNAMIC HT  -         227.552 (meters)     746.56  (feet)  COMP
 PP1773  MODELED GRAV-     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
 PP1773.and adjusted by the National Geodetic Survey in June 1991..
 PP1773
 PP1773.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1774 ***********************************************************************
 PP1774  DESIGNATION -  19 2
 PP1774  PID         -  PP1774
 PP1774  STATE/COUNTY-  MN/LE SUEUR
 PP1774  USGS QUAD   -  HENDERSON (1981)
 PP1774
 PP1774                         *CURRENT SURVEY CONTROL
 PP1774  ___________________________________________________________________
 PP1774* NAD 83(1986)-  44 32 16.     (N)    093 53 20.     (W)     SCALED    
 PP1774* NAVD 88     -       226.608  (meters)     743.46   (feet)  ADJUSTED  
 PP1774  ___________________________________________________________________
 PP1774  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 PP1774  DYNAMIC HT  -         226.580 (meters)     743.37  (feet)  COMP
 PP1774  MODELED GRAV-     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
 PP1774.and adjusted by the National Geodetic Survey in June 1991..
 PP1774
 PP1774.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE7859 ***********************************************************************
 DE7859  DESIGNATION -  19 A
 DE7859  PID         -  DE7859
 DE7859  STATE/COUNTY-  MN/ROSEAU
 DE7859  USGS QUAD   -  WANNASKA SW (1984)
 DE7859
 DE7859                         *CURRENT SURVEY CONTROL
 DE7859  ___________________________________________________________________
 DE7859* NAD 83(1986)-  48 35 52.     (N)    095 44 01.     (W)     SCALED    
 DE7859* NAVD 88     -       347.043  (meters)    1138.59   (feet)  ADJUSTED  
 DE7859  ___________________________________________________________________
 DE7859  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DE7859  DYNAMIC HT  -         347.128 (meters)    1138.87  (feet)  COMP
 DE7859  MODELED GRAV-     980,843.5   (mgal)                       NAVD 88
 DE7859
 DE7859  VERT ORDER  -  SECOND    CLASS I
 DE7859
 DE7859.The horizontal coordinates were scaled from a topographic map and have
 DE7859.an estimated accuracy of +/- 6 seconds.
 DE7859
 DE7859.The orthometric height was determined by differential leveling
 DE7859.and adjusted by the National Geodetic Survey in April 2004..
 DE7859
 DE7859.The geoid height was determined by GEOID03.
 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     -   336,540.      605,790.      MT  (+/- 180 meters Scaled)
 DE7859
 DE7859                          SUPERSEDED SURVEY CONTROL
 DE7859
 DE7859.No superseded survey control is available for this station.
 DE7859
 DE7859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP984863(NAD 83)
 DE7859_MARKER: DB = BENCH MARK DISK
 DE7859_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 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 = OCTOBER  6, 2006
 RN0144 ***********************************************************************
 RN0144  DESIGNATION -  19 A RESET
 RN0144  PID         -  RN0144
 RN0144  STATE/COUNTY-  MN/ST LOUIS
 RN0144  USGS QUAD   -  FREDENBERG (1993)
 RN0144
 RN0144                         *CURRENT SURVEY CONTROL
 RN0144  ___________________________________________________________________
 RN0144* NAD 83(1986)-  46 55 16.     (N)    092 09 12.     (W)     SCALED    
 RN0144* NAVD 88     -       416.93   (+/-2cm)    1367.9    (feet)  VERTCON   
 RN0144  ___________________________________________________________________
 RN0144  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 RN0144
 RN0144  VERT ORDER  -  THIRD (See Below)
 RN0144
 RN0144.The horizontal coordinates were scaled from a topographic map and have
 RN0144.an estimated accuracy of +/- 6 seconds.
 RN0144
 RN0144.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN0144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN0144.The vertical order pertains to the NGVD 29 superseded value.
 RN0144
 RN0144.The geoid height was determined by GEOID03.
 RN0144
 RN0144;                    North         East    Units  Estimated Accuracy
 RN0144;SPC MN N     -   147,260.      872,110.      MT  (+/- 180 meters Scaled)
 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: 15TWM644967(NAD 83)
 RN0144_MARKER: DD = SURVEY DISK
 RN0144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0144_SP_SET: CULVERT
 RN0144_STAMPING: NO. 19 A M.H.D. RESET 1969
 RN0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0144+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2003
 RN0144
 RN0144  HISTORY     - Date     Condition        Report By
 RN0144  HISTORY     - 1969     MONUMENTED       MNDT
 RN0144  HISTORY     - 20011019 GOOD             USPSQD
 RN0144  HISTORY     - 20030320 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0659 ***********************************************************************
 QO0659  DESIGNATION -  19 ADP
 QO0659  PID         -  QO0659
 QO0659  STATE/COUNTY-  MN/RAMSEY
 QO0659  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0659
 QO0659                         *CURRENT SURVEY CONTROL
 QO0659  ___________________________________________________________________
 QO0659* NAD 83(1986)-  45 00 22.     (N)    093 11 30.     (W)     SCALED    
 QO0659* NAVD 88     -       294.238  (meters)     965.35   (feet)  ADJUSTED  
 QO0659  ___________________________________________________________________
 QO0659  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 QO0659  DYNAMIC HT  -         294.229 (meters)     965.32  (feet)  COMP
 QO0659  MODELED GRAV-     980,579.8   (mgal)                       NAVD 88
 QO0659
 QO0659  VERT ORDER  -  SECOND    CLASS 0
 QO0659
 QO0659.The horizontal coordinates were scaled from a topographic map and have
 QO0659.an estimated accuracy of +/- 6 seconds.
 QO0659
 QO0659.The orthometric height was determined by differential leveling
 QO0659.and adjusted by the National Geodetic Survey in June 1991..
 QO0659
 QO0659.The geoid height was determined by GEOID03.
 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     -   323,220.      863,720.      MT  (+/- 180 meters Scaled)
 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: 15TVK848836(NAD 83)
 QO0659_MARKER: DD = SURVEY DISK
 QO0659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0659_SP_SET: MONUMENT
 QO0659_STAMPING: 19 ADP 1950 - 985 FT.
 QO0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1744 ***********************************************************************
 RN1744  DESIGNATION -  19 B RESET
 RN1744  PID         -  RN1744
 RN1744  STATE/COUNTY-  MN/ST LOUIS
 RN1744  USGS QUAD   -  FREDENBERG (1993)
 RN1744
 RN1744                         *CURRENT SURVEY CONTROL
 RN1744  ___________________________________________________________________
 RN1744* NAD 83(1986)-  46 54 47.     (N)    092 09 13.     (W)     SCALED    
 RN1744* NAVD 88     -       417.02   (+/-2cm)    1368.2    (feet)  VERTCON   
 RN1744  ___________________________________________________________________
 RN1744  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 RN1744
 RN1744  VERT ORDER  -  THIRD (See Below)
 RN1744
 RN1744.The horizontal coordinates were scaled from a topographic map and have
 RN1744.an estimated accuracy of +/- 6 seconds.
 RN1744
 RN1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1744.The vertical order pertains to the NGVD 29 superseded value.
 RN1744
 RN1744.The geoid height was determined by GEOID03.
 RN1744
 RN1744;                    North         East    Units  Estimated Accuracy
 RN1744;SPC MN N     -   146,360.      872,100.      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_MARKER: DD = SURVEY DISK
 RN1744_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RN1744_SP_SET: HEADWALL
 RN1744_STAMPING: 19 B RESET 1969
 RN1744_MARK LOGO: MNDT  
 RN1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1744+STABILITY: SURFACE MOTION
 RN1744
 RN1744  HISTORY     - Date     Condition        Report By
 RN1744  HISTORY     - 1969     MONUMENTED       MNDT
 RN1744  HISTORY     - 20011019 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0658 ***********************************************************************
 SK0658  DESIGNATION -  19 CLC
 SK0658  PID         -  SK0658
 SK0658  STATE/COUNTY-  MN/POLK
 SK0658  USGS QUAD   -  OKLEE (1971)
 SK0658
 SK0658                         *CURRENT SURVEY CONTROL
 SK0658  ___________________________________________________________________
 SK0658* NAD 83(1986)-  47 46 59.     (N)    095 46 21.     (W)     SCALED    
 SK0658* NAVD 88     -       366.194  (meters)    1201.42   (feet)  ADJUSTED  
 SK0658  ___________________________________________________________________
 SK0658  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 SK0658  DYNAMIC HT  -         366.258 (meters)    1201.63  (feet)  COMP
 SK0658  MODELED GRAV-     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
 SK0658.and adjusted by the National Geodetic Survey in June 1991..
 SK0658
 SK0658.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0660 ***********************************************************************
 SK0660  DESIGNATION -  19 CLC A TBM
 SK0660  PID         -  SK0660
 SK0660  STATE/COUNTY-  MN/POLK
 SK0660  USGS QUAD   -  OKLEE (1971)
 SK0660
 SK0660                         *CURRENT SURVEY CONTROL
 SK0660  ___________________________________________________________________
 SK0660* NAD 83(1986)-  47 47 00.     (N)    095 45 03.     (W)     SCALED    
 SK0660* NAVD 88     -       372.335  (meters)    1221.57   (feet)  ADJUSTED  
 SK0660  ___________________________________________________________________
 SK0660  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 SK0660  DYNAMIC HT  -         372.399 (meters)    1221.78  (feet)  COMP
 SK0660  MODELED GRAV-     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
 SK0660.and adjusted by the National Geodetic Survey in June 1991..
 SK0660
 SK0660.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0659 ***********************************************************************
 SK0659  DESIGNATION -  19 CLC RM
 SK0659  PID         -  SK0659
 SK0659  STATE/COUNTY-  MN/POLK
 SK0659  USGS QUAD   -  OKLEE (1971)
 SK0659
 SK0659                         *CURRENT SURVEY CONTROL
 SK0659  ___________________________________________________________________
 SK0659* NAD 83(1986)-  47 46 58.     (N)    095 46 21.     (W)     SCALED    
 SK0659* NAVD 88     -       366.817  (meters)    1203.47   (feet)  ADJUSTED  
 SK0659  ___________________________________________________________________
 SK0659  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 SK0659  DYNAMIC HT  -         366.881 (meters)    1203.68  (feet)  COMP
 SK0659  MODELED GRAV-     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
 SK0659.and adjusted by the National Geodetic Survey in June 1991..
 SK0659
 SK0659.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DH6966 ***********************************************************************
 DH6966  DESIGNATION -  19 DLS
 DH6966  PID         -  DH6966
 DH6966  STATE/COUNTY-  MN/ITASCA
 DH6966  USGS QUAD   -  WILDWOOD SE (1996)
 DH6966
 DH6966                         *CURRENT SURVEY CONTROL
 DH6966  ___________________________________________________________________
 DH6966* NAD 83(1986)-  47 45 38.     (N)    093 49 24.     (W)     SCALED    
 DH6966* NAVD 88     -       404.642  (meters)    1327.56   (feet)  ADJUSTED  
 DH6966  ___________________________________________________________________
 DH6966  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DH6966  DYNAMIC HT  -         404.702 (meters)    1327.76  (feet)  COMP
 DH6966  MODELED GRAV-     980,746.7   (mgal)                       NAVD 88
 DH6966
 DH6966  VERT ORDER  -  SECOND    CLASS I
 DH6966
 DH6966.The horizontal coordinates were scaled from a topographic map and have
 DH6966.an estimated accuracy of +/- 6 seconds.
 DH6966
 DH6966.The orthometric height was determined by differential leveling
 DH6966.and adjusted by the National Geodetic Survey in December 2005..
 DH6966.No vertical observational check was made to the station.
 DH6966
 DH6966.Photographs are available for this station.
 DH6966
 DH6966.The geoid height was determined by GEOID03.
 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     -   240,390.      745,780.      MT  (+/- 180 meters Scaled)
 DH6966
 DH6966                          SUPERSEDED SURVEY CONTROL
 DH6966
 DH6966.No superseded survey control is available for this station.
 DH6966
 DH6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN383900(NAD 83)
 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 = OCTOBER  6, 2006
 PP1310 ***********************************************************************
 PP1310  DESIGNATION -  1901 AB
 PP1310  PID         -  PP1310
 PP1310  STATE/COUNTY-  MN/DAKOTA
 PP1310  USGS QUAD   -  ST PAUL WEST (1993)
 PP1310
 PP1310                         *CURRENT SURVEY CONTROL
 PP1310  ___________________________________________________________________
 PP1310* NAD 83(1986)-  44 52 35.     (N)    093 10 26.     (W)     SCALED    
 PP1310* NAVD 88     -       246.204  (meters)     807.75   (feet)  ADJUSTED  
 PP1310  ___________________________________________________________________
 PP1310  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 PP1310  DYNAMIC HT  -         246.196 (meters)     807.73  (feet)  COMP
 PP1310  MODELED GRAV-     980,578.4   (mgal)                       NAVD 88
 PP1310
 PP1310  VERT ORDER  -  SECOND    CLASS 0
 PP1310
 PP1310.The horizontal coordinates were scaled from a topographic map and have
 PP1310.an estimated accuracy of +/- 6 seconds.
 PP1310
 PP1310.The orthometric height was determined by differential leveling
 PP1310.and adjusted by the National Geodetic Survey in June 1991..
 PP1310
 PP1310.The geoid height was determined by GEOID03.
 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     -   308,820.      865,270.      MT  (+/- 180 meters Scaled)
 PP1310
 PP1310                          SUPERSEDED SURVEY CONTROL
 PP1310
 PP1310.No superseded survey control is available for this station.
 PP1310
 PP1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK862692(NAD 83)
 PP1310_MARKER: DD = SURVEY DISK
 PP1310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1310_SP_SET: BASE
 PP1310_STAMPING: 1901 AB 1977
 PP1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1310
 PP1310  HISTORY     - Date     Condition        Report By
 PP1310  HISTORY     - 1977     MONUMENTED       MNDT
 PP1310  HISTORY     - 20040405 MARK NOT FOUND   USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1242 ***********************************************************************
 PP1242  DESIGNATION -  1901 B
 PP1242  PID         -  PP1242
 PP1242  STATE/COUNTY-  MN/DAKOTA
 PP1242  USGS QUAD   -  BLOOMINGTON (1997)
 PP1242
 PP1242                         *CURRENT SURVEY CONTROL
 PP1242  ___________________________________________________________________
 PP1242* NAD 83(1986)-  44 46 51.     (N)    093 16 13.     (W)     SCALED    
 PP1242* NAVD 88     -       261.890  (meters)     859.22   (feet)  ADJUSTED  
 PP1242  ___________________________________________________________________
 PP1242  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 PP1242  DYNAMIC HT  -         261.881 (meters)     859.19  (feet)  COMP
 PP1242  MODELED GRAV-     980,575.3   (mgal)                       NAVD 88
 PP1242
 PP1242  VERT ORDER  -  SECOND    CLASS 0
 PP1242
 PP1242.The horizontal coordinates were scaled from a topographic map and have
 PP1242.an estimated accuracy of +/- 6 seconds.
 PP1242
 PP1242.The orthometric height was determined by differential leveling
 PP1242.and adjusted by the National Geodetic Survey in June 1991..
 PP1242
 PP1242.The geoid height was determined by GEOID03.
 PP1242
 PP1242.The dynamic height is computed by dividing the NAVD 88
 PP1242.geopotential number by the normal gravity value computed on the
 PP1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1242.degrees latitude (g = 980.6199 gals.).
 PP1242
 PP1242.The modeled gravity was interpolated from observed gravity values.
 PP1242
 PP1242;                    North         East    Units  Estimated Accuracy
 PP1242;SPC MN S     -   298,130.      857,750.      MT  (+/- 180 meters Scaled)
 PP1242
 PP1242                          SUPERSEDED SURVEY CONTROL
 PP1242
 PP1242  NGVD 29 (??/??/92)  261.825  (m)          859.00   (f) ADJ UNCH    2 0
 PP1242
 PP1242.Superseded values are not recommended for survey control.
 PP1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1242.See file dsdata.txt to determine how the superseded data were derived.
 PP1242
 PP1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK786586(NAD 83)
 PP1242_MARKER: DD = SURVEY DISK
 PP1242_SETTING: 0 = UNSPECIFIED SETTING
 PP1242_STAMPING: 1901-B 1971
 PP1242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1242
 PP1242  HISTORY     - Date     Condition        Report By
 PP1242  HISTORY     - 1971     MONUMENTED       MNDT
 PP1242
 PP1242                          STATION DESCRIPTION
 PP1242
 PP1242'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1242'IN BURNSVILLE.
 PP1242'MARK IS LOCATED 0.8 MILES EAST ALONG T.H. 13 FROM THE JUNCTION OF T.H.
 PP1242'13 AND FAI 35-W, 110 FEET EAST OF A PRIVATE ENTRANCE SOUTH, 25 FEET
 PP1242'SOUTH OF, AND 2 FEET LOWER THAN T.H. 13 CENTERLINE (OPPOSITE PLEASANT
 PP1242'VIEW - MEMORIAL GARDENS CEMETERY) IN THE CENTER OF THE SOUTH END OF A
 PP1242'72 INCH CATTLE PASS UNDER T.H. 13.  SE 1/4 SECTION 34, T 27N, R 24W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1243 ***********************************************************************
 PP1243  DESIGNATION -  1901 C
 PP1243  PID         -  PP1243
 PP1243  STATE/COUNTY-  MN/DAKOTA
 PP1243  USGS QUAD   -  BLOOMINGTON (1997)
 PP1243
 PP1243                         *CURRENT SURVEY CONTROL
 PP1243  ___________________________________________________________________
 PP1243* NAD 83(1986)-  44 47 00.     (N)    093 15 35.     (W)     SCALED    
 PP1243* NAVD 88     -       280.665  (meters)     920.82   (feet)  ADJUSTED  
 PP1243  ___________________________________________________________________
 PP1243  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 PP1243  DYNAMIC HT  -         280.655 (meters)     920.78  (feet)  COMP
 PP1243  MODELED GRAV-     980,572.5   (mgal)                       NAVD 88
 PP1243
 PP1243  VERT ORDER  -  SECOND    CLASS 0
 PP1243
 PP1243.The horizontal coordinates were scaled from a topographic map and have
 PP1243.an estimated accuracy of +/- 6 seconds.
 PP1243
 PP1243.The orthometric height was determined by differential leveling
 PP1243.and adjusted by the National Geodetic Survey in June 1991..
 PP1243
 PP1243.The geoid height was determined by GEOID03.
 PP1243
 PP1243.The dynamic height is computed by dividing the NAVD 88
 PP1243.geopotential number by the normal gravity value computed on the
 PP1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1243.degrees latitude (g = 980.6199 gals.).
 PP1243
 PP1243.The modeled gravity was interpolated from observed gravity values.
 PP1243
 PP1243;                    North         East    Units  Estimated Accuracy
 PP1243;SPC MN S     -   298,420.      858,580.      MT  (+/- 180 meters Scaled)
 PP1243
 PP1243                          SUPERSEDED SURVEY CONTROL
 PP1243
 PP1243  NGVD 29 (??/??/92)  280.599  (m)          920.60   (f) ADJ UNCH    2 0
 PP1243
 PP1243.Superseded values are not recommended for survey control.
 PP1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1243.See file dsdata.txt to determine how the superseded data were derived.
 PP1243
 PP1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK794589(NAD 83)
 PP1243_MARKER: DD = SURVEY DISK
 PP1243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1243_SP_SET: CULVERT
 PP1243_STAMPING: 1901-C 1971
 PP1243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1243
 PP1243  HISTORY     - Date     Condition        Report By
 PP1243  HISTORY     - 1971     MONUMENTED       MNDT
 PP1243
 PP1243                          STATION DESCRIPTION
 PP1243
 PP1243'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1243'IN BURNSVILLE.
 PP1243'MARK IS LOCATED 1.5 MILES EAST ALONG T.H. 13 FROM THE JUNCTION OF T.H.
 PP1243'13 AND FAI 35W IN BURNSVILLE, 475 FEET WEST OF 12TH AVENUE SOUTH, 70
 PP1243'FEET NORTH OF AND 15 FEET LOWER THAN T.H. 13 CENTERLINE, IN THE NORTH
 PP1243'CONCRETE HEADWALL OF A 24 INCH METAL 24 INCH CULVERT UNDER T.H. 13.
 PP1243'NW1/4 SECTION 35, T 27N, R 24W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1244 ***********************************************************************
 PP1244  DESIGNATION -  1901 D
 PP1244  PID         -  PP1244
 PP1244  STATE/COUNTY-  MN/DAKOTA
 PP1244  USGS QUAD   -  ST PAUL SW (1993)
 PP1244
 PP1244                         *CURRENT SURVEY CONTROL
 PP1244  ___________________________________________________________________
 PP1244* NAD 83(1986)-  44 47 06.     (N)    093 14 53.     (W)     SCALED    
 PP1244* NAVD 88     -       277.817  (meters)     911.47   (feet)  ADJUSTED  
 PP1244  ___________________________________________________________________
 PP1244  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 PP1244  DYNAMIC HT  -         277.806 (meters)     911.44  (feet)  COMP
 PP1244  MODELED GRAV-     980,569.6   (mgal)                       NAVD 88
 PP1244
 PP1244  VERT ORDER  -  SECOND    CLASS 0
 PP1244
 PP1244.The horizontal coordinates were scaled from a topographic map and have
 PP1244.an estimated accuracy of +/- 6 seconds.
 PP1244
 PP1244.The orthometric height was determined by differential leveling
 PP1244.and adjusted by the National Geodetic Survey in June 1991..
 PP1244
 PP1244.The geoid height was determined by GEOID03.
 PP1244
 PP1244.The dynamic height is computed by dividing the NAVD 88
 PP1244.geopotential number by the normal gravity value computed on the
 PP1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1244.degrees latitude (g = 980.6199 gals.).
 PP1244
 PP1244.The modeled gravity was interpolated from observed gravity values.
 PP1244
 PP1244;                    North         East    Units  Estimated Accuracy
 PP1244;SPC MN S     -   298,610.      859,510.      MT  (+/- 180 meters Scaled)
 PP1244
 PP1244                          SUPERSEDED SURVEY CONTROL
 PP1244
 PP1244  NGVD 29 (??/??/92)  277.750  (m)          911.25   (f) ADJ UNCH    2 0
 PP1244
 PP1244.Superseded values are not recommended for survey control.
 PP1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1244.See file dsdata.txt to determine how the superseded data were derived.
 PP1244
 PP1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK803590(NAD 83)
 PP1244_MARKER: DD = SURVEY DISK
 PP1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1244_STAMPING: 1901-D 1971
 PP1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1244+STABILITY: SURFACE MOTION
 PP1244
 PP1244  HISTORY     - Date     Condition        Report By
 PP1244  HISTORY     - 1971     MONUMENTED       MNDT
 PP1244
 PP1244                          STATION DESCRIPTION
 PP1244
 PP1244'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1244'IN BURNSVILLE.
 PP1244'MARK IS LOCATED 2.0 MILES EAST ALONG T.H. 13 FROM THE JUNCTION OF T.H.
 PP1244'13 AND FAI 35-W IN BURNSVILLE, 0.15 MILES WEST OF COUNTYROAD 11, 142
 PP1244'FEET NORTH OF AND 3 FEET HIGHER THAN T.H. 13 CENTERLINE, 13 FEET
 PP1244'SOUTHEAST OF A POWER POLE, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET
 PP1244'FLUSH WITH THE GROUND.  NE1/4 SECTION 35, T 27N, R 24W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1246 ***********************************************************************
 PP1246  DESIGNATION -  1901 E
 PP1246  PID         -  PP1246
 PP1246  STATE/COUNTY-  MN/DAKOTA
 PP1246  USGS QUAD   -  ST PAUL SW (1993)
 PP1246
 PP1246                         *CURRENT SURVEY CONTROL
 PP1246  ___________________________________________________________________
 PP1246* NAD 83(1986)-  44 47 37.     (N)    093 14 21.     (W)     SCALED    
 PP1246* NAVD 88     -       275.421  (meters)     903.61   (feet)  ADJUSTED  
 PP1246  ___________________________________________________________________
 PP1246  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 PP1246  DYNAMIC HT  -         275.411 (meters)     903.58  (feet)  COMP
 PP1246  MODELED GRAV-     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
 PP1246.and adjusted by the National Geodetic Survey in June 1991..
 PP1246
 PP1246.The geoid height was determined by GEOID03.
 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_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_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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1249 ***********************************************************************
 PP1249  DESIGNATION -  1901 G
 PP1249  PID         -  PP1249
 PP1249  STATE/COUNTY-  MN/DAKOTA
 PP1249  USGS QUAD   -  ST PAUL SW (1993)
 PP1249
 PP1249                         *CURRENT SURVEY CONTROL
 PP1249  ___________________________________________________________________
 PP1249* NAD 83(1986)-  44 48 25.     (N)    093 13 34.     (W)     SCALED    
 PP1249* NAVD 88     -       271.983  (meters)     892.33   (feet)  ADJUSTED  
 PP1249  ___________________________________________________________________
 PP1249  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 PP1249  DYNAMIC HT  -         271.972 (meters)     892.29  (feet)  COMP
 PP1249  MODELED GRAV-     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
 PP1249.and adjusted by the National Geodetic Survey in June 1991..
 PP1249
 PP1249.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1362 ***********************************************************************
 PP1362  DESIGNATION -  1901 H 1
 PP1362  PID         -  PP1362
 PP1362  STATE/COUNTY-  MN/SCOTT
 PP1362  USGS QUAD   -  BLOOMINGTON (1997)
 PP1362
 PP1362                         *CURRENT SURVEY CONTROL
 PP1362  ___________________________________________________________________
 PP1362* NAD 83(1996)-  44 46 42.46124(N)    093 19 56.36519(W)     ADJUSTED  
 PP1362* NAVD 88     -       220.074  (meters)     722.03   (feet)  ADJUSTED  
 PP1362  ___________________________________________________________________
 PP1362  X           -    -263,612.994 (meters)                     COMP
 PP1362  Y           -  -4,527,434.773 (meters)                     COMP
 PP1362  Z           -   4,470,042.143 (meters)                     COMP
 PP1362  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 PP1362  ELLIP HEIGHT-         193.02  (meters)          (08/22/03) GPS OBS
 PP1362  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP1362  DYNAMIC HT  -         220.068 (meters)     722.01  (feet)  COMP
 PP1362  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 PP1362
 PP1362  HORZ ORDER  -  FIRST
 PP1362  VERT ORDER  -  SECOND    CLASS 0
 PP1362  ELLP ORDER  -  FOURTH    CLASS I
 PP1362
 PP1362.The horizontal coordinates were established by GPS observations
 PP1362.and adjusted by the MN DEPT OF TRANSP in August 2003..
 PP1362
 PP1362.The orthometric height was determined by differential leveling
 PP1362.and adjusted by the National Geodetic Survey in June 1991..
 PP1362
 PP1362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1362
 PP1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1362
 PP1362.The ellipsoidal height was determined by GPS observations
 PP1362.and is referenced to NAD 83.
 PP1362
 PP1362.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1362;SPC MN S     -   297,824.434   852,842.547   MT  0.99993370   +0 28 04.8
 PP1362;UTM  15      - 4,958,394.465   473,707.074   MT  0.99960850   -0 14 02.7
 PP1362
 PP1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1362!SPC MN S     -   0.99996974  x   0.99993370  =   0.99990344
 PP1362!UTM  15      -   0.99996974  x   0.99960850  =   0.99957825
 PP1362
 PP1362                          SUPERSEDED SURVEY CONTROL
 PP1362
 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_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 23 CENTIMETERS
 PP1362_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - September 04, 2002
 PP1362
 PP1362  HISTORY     - Date     Condition        Report By
 PP1362  HISTORY     - 1971     MONUMENTED       MNDT
 PP1362  HISTORY     - 1972     GOOD             MNDT
 PP1362  HISTORY     - 1980     GOOD             MNDT
 PP1362  HISTORY     - 1990     GOOD             USPSQD
 PP1362  HISTORY     - 20020904 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1363 ***********************************************************************
 PP1363  DESIGNATION -  1901 I
 PP1363  PID         -  PP1363
 PP1363  STATE/COUNTY-  MN/DAKOTA
 PP1363  USGS QUAD   -  BLOOMINGTON (1997)
 PP1363
 PP1363                         *CURRENT SURVEY CONTROL
 PP1363  ___________________________________________________________________
 PP1363* NAD 83(1986)-  44 46 37.     (N)    093 19 21.     (W)     SCALED    
 PP1363* NAVD 88     -       222.096  (meters)     728.66   (feet)  ADJUSTED  
 PP1363  ___________________________________________________________________
 PP1363  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 PP1363  DYNAMIC HT  -         222.090 (meters)     728.64  (feet)  COMP
 PP1363  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 PP1363
 PP1363  VERT ORDER  -  SECOND    CLASS 0
 PP1363
 PP1363.The horizontal coordinates were scaled from a topographic map and have
 PP1363.an estimated accuracy of +/- 6 seconds.
 PP1363
 PP1363.The orthometric height was determined by differential leveling
 PP1363.and adjusted by the National Geodetic Survey in June 1991..
 PP1363
 PP1363.The geoid height was determined by GEOID03.
 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     -   297,660.      853,620.      MT  (+/- 180 meters Scaled)
 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: 15TVK744582(NAD 83)
 PP1363_MARKER: DD = SURVEY 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1363+STABILITY: SURFACE MOTION
 PP1363
 PP1363  HISTORY     - Date     Condition        Report By
 PP1363  HISTORY     - 1971     MONUMENTED       MNDT
 PP1363  HISTORY     - 1972     GOOD             MNDT
 PP1363  HISTORY     - 1980     GOOD             MNDT
 PP1363  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PP1363  HISTORY     - 20000905 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1364 ***********************************************************************
 PP1364  DESIGNATION -  1901 J
 PP1364  PID         -  PP1364
 PP1364  STATE/COUNTY-  MN/DAKOTA
 PP1364  USGS QUAD   -  BLOOMINGTON (1997)
 PP1364
 PP1364                         *CURRENT SURVEY CONTROL
 PP1364  ___________________________________________________________________
 PP1364* NAD 83(1986)-  44 46 30.     (N)    093 18 47.     (W)     SCALED    
 PP1364* NAVD 88     -       222.696  (meters)     730.63   (feet)  ADJUSTED  
 PP1364  ___________________________________________________________________
 PP1364  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP1364  DYNAMIC HT  -         222.690 (meters)     730.61  (feet)  COMP
 PP1364  MODELED GRAV-     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
 PP1364.and adjusted by the National Geodetic Survey in September 1997..
 PP1364
 PP1364.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1365 ***********************************************************************
 PP1365  DESIGNATION -  1901 K
 PP1365  PID         -  PP1365
 PP1365  STATE/COUNTY-  MN/DAKOTA
 PP1365  USGS QUAD   -  BLOOMINGTON (1997)
 PP1365
 PP1365                         *CURRENT SURVEY CONTROL
 PP1365  ___________________________________________________________________
 PP1365* NAD 83(1986)-  44 46 23.     (N)    093 18 06.     (W)     SCALED    
 PP1365* NAVD 88     -       240.327  (meters)     788.47   (feet)  ADJUSTED  
 PP1365  ___________________________________________________________________
 PP1365  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 PP1365  DYNAMIC HT  -         240.319 (meters)     788.45  (feet)  COMP
 PP1365  MODELED GRAV-     980,577.9   (mgal)                       NAVD 88
 PP1365
 PP1365  VERT ORDER  -  SECOND    CLASS 0
 PP1365
 PP1365.The horizontal coordinates were scaled from a topographic map and have
 PP1365.an estimated accuracy of +/- 6 seconds.
 PP1365
 PP1365.The orthometric height was determined by differential leveling
 PP1365.and adjusted by the National Geodetic Survey in June 1991..
 PP1365
 PP1365.The geoid height was determined by GEOID03.
 PP1365
 PP1365.The dynamic height is computed by dividing the NAVD 88
 PP1365.geopotential number by the normal gravity value computed on the
 PP1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1365.degrees latitude (g = 980.6199 gals.).
 PP1365
 PP1365.The modeled gravity was interpolated from observed gravity values.
 PP1365
 PP1365;                    North         East    Units  Estimated Accuracy
 PP1365;SPC MN S     -   297,240.      855,270.      MT  (+/- 180 meters Scaled)
 PP1365
 PP1365                          SUPERSEDED SURVEY CONTROL
 PP1365
 PP1365  NGVD 29 (??/??/92)  240.263  (m)          788.26   (f) ADJ UNCH    2 0
 PP1365
 PP1365.Superseded values are not recommended for survey control.
 PP1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1365.See file dsdata.txt to determine how the superseded data were derived.
 PP1365
 PP1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK761577(NAD 83)
 PP1365_MARKER: DD = SURVEY DISK
 PP1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1365_STAMPING: 1901-K 1971
 PP1365_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1365+STABILITY: SURFACE MOTION
 PP1365
 PP1365  HISTORY     - Date     Condition        Report By
 PP1365  HISTORY     - 1971     MONUMENTED       MNDT
 PP1365  HISTORY     - 1972     GOOD             MNDT
 PP1365  HISTORY     - 1980     MARK NOT FOUND   MNDT
 PP1365  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PP1365
 PP1365                          STATION DESCRIPTION
 PP1365
 PP1365'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1365'0.65 MI W FROM BURNSVILLE.
 PP1365'MARK IS LOCATED 0.65 MILES WEST ALONG TH 13 FROM THE JUNCTION OF TH 13
 PP1365'AND FAI 35W IN BURNSVILLE, 0.2 MILES EAST OF COUNTY ROADS 34 AND 5
 PP1365'(SOUTH), 78 FEET NORTH OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF
 PP1365'WESTBOUND TH 13, 3 FEET SOUTHWEST OF A POWER POLE, 1 FOOT SOUTH OF A
 PP1365'STEEL WITNESS POST, NEAR THE SOUTH WEST CORNER OF A USED CAR LOT, IN A
 PP1365'6 FOOT PRECAST CONCRETE MONUMENT BURIED 3 INCHES BELOW GROUND.  NE 1/4
 PP1365'SECTION 14, T 115N, R 21W.
 PP1365
 PP1365                          STATION RECOVERY (1980)
 PP1365
 PP1365'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1365'THE MARK WAS SEARCHED FOR AND COULD NOT BE FOUND.
 PP1365
 PP1365                          STATION RECOVERY (1990)
 PP1365
 PP1365'RECOVERY NOTE BY US POWER SQUADRON 1990 (UNK)
 PP1365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3398 ***********************************************************************
 PP3398  DESIGNATION -  1903 A
 PP3398  PID         -  PP3398
 PP3398  STATE/COUNTY-  MN/DAKOTA
 PP3398  USGS QUAD   -  MIESVILLE (1974)
 PP3398
 PP3398                         *CURRENT SURVEY CONTROL
 PP3398  ___________________________________________________________________
 PP3398* NAD 83(1986)-  44 34 19.     (N)    092 52 23.     (W)     SCALED    
 PP3398* NAVD 88     -       266.594  (meters)     874.65   (feet)  ADJUSTED  
 PP3398  ___________________________________________________________________
 PP3398  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 PP3398  DYNAMIC HT  -         266.556 (meters)     874.53  (feet)  COMP
 PP3398  MODELED GRAV-     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
 PP3398.and adjusted by the National Geodetic Survey in June 1995..
 PP3398
 PP3398.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3399 ***********************************************************************
 PP3399  DESIGNATION -  1903 B
 PP3399  PID         -  PP3399
 PP3399  STATE/COUNTY-  MN/DAKOTA
 PP3399  USGS QUAD   -  MIESVILLE (1974)
 PP3399
 PP3399                         *CURRENT SURVEY CONTROL
 PP3399  ___________________________________________________________________
 PP3399* NAD 83(1986)-  44 34 48.     (N)    092 52 16.     (W)     SCALED    
 PP3399* NAVD 88     -       268.582  (meters)     881.17   (feet)  ADJUSTED  
 PP3399  ___________________________________________________________________
 PP3399  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 PP3399  DYNAMIC HT  -         268.544 (meters)     881.05  (feet)  COMP
 PP3399  MODELED GRAV-     980,469.5   (mgal)                       NAVD 88
 PP3399
 PP3399  VERT ORDER  -  SECOND    CLASS I
 PP3399
 PP3399.The horizontal coordinates were scaled from a topographic map and have
 PP3399.an estimated accuracy of +/- 6 seconds.
 PP3399
 PP3399.The orthometric height was determined by differential leveling
 PP3399.and adjusted by the National Geodetic Survey in June 1995..
 PP3399
 PP3399.The geoid height was determined by GEOID03.
 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     -   276,180.      889,650.      MT  (+/- 180 meters Scaled)
 PP3399
 PP3399                          SUPERSEDED SURVEY CONTROL
 PP3399
 PP3399.No superseded survey control is available for this station.
 PP3399
 PP3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK102363(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3399
 PP3399  HISTORY     - Date     Condition        Report By
 PP3399  HISTORY     - 1988     MONUMENTED       MNDT
 PP3399  HISTORY     - 20010331 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3400 ***********************************************************************
 PP3400  DESIGNATION -  1903 C
 PP3400  PID         -  PP3400
 PP3400  STATE/COUNTY-  MN/DAKOTA
 PP3400  USGS QUAD   -  MIESVILLE (1974)
 PP3400
 PP3400                         *CURRENT SURVEY CONTROL
 PP3400  ___________________________________________________________________
 PP3400* NAD 83(1986)-  44 35 28.     (N)    092 51 50.     (W)     SCALED    
 PP3400* NAVD 88     -       284.620  (meters)     933.79   (feet)  ADJUSTED  
 PP3400  ___________________________________________________________________
 PP3400  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 PP3400  DYNAMIC HT  -         284.580 (meters)     933.66  (feet)  COMP
 PP3400  MODELED GRAV-     980,469.9   (mgal)                       NAVD 88
 PP3400
 PP3400  VERT ORDER  -  SECOND    CLASS I
 PP3400
 PP3400.The horizontal coordinates were scaled from a topographic map and have
 PP3400.an estimated accuracy of +/- 6 seconds.
 PP3400
 PP3400.The orthometric height was determined by differential leveling
 PP3400.and adjusted by the National Geodetic Survey in June 1995..
 PP3400
 PP3400.The geoid height was determined by GEOID03.
 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     -   277,420.      890,200.      MT  (+/- 180 meters Scaled)
 PP3400
 PP3400                          SUPERSEDED SURVEY CONTROL
 PP3400
 PP3400.No superseded survey control is available for this station.
 PP3400
 PP3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK108375(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3400
 PP3400  HISTORY     - Date     Condition        Report By
 PP3400  HISTORY     - 1988     MONUMENTED       MNDT
 PP3400  HISTORY     - 20010331 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3341 ***********************************************************************
 PP3341  DESIGNATION -  1904 A
 PP3341  PID         -  PP3341
 PP3341  STATE/COUNTY-  MN/DAKOTA
 PP3341  USGS QUAD   -  FARMINGTON (1993)
 PP3341
 PP3341                         *CURRENT SURVEY CONTROL
 PP3341  ___________________________________________________________________
 PP3341* NAD 83(1986)-  44 37 50.     (N)    093 07 52.     (W)     SCALED    
 PP3341* NAVD 88     -       274.627  (meters)     901.01   (feet)  ADJUSTED  
 PP3341  ___________________________________________________________________
 PP3341  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 PP3341  DYNAMIC HT  -         274.598 (meters)     900.91  (feet)  COMP
 PP3341  MODELED GRAV-     980,503.8   (mgal)                       NAVD 88
 PP3341
 PP3341  VERT ORDER  -  SECOND    CLASS I
 PP3341
 PP3341.The horizontal coordinates were scaled from a topographic map and have
 PP3341.an estimated accuracy of +/- 6 seconds.
 PP3341
 PP3341.The orthometric height was determined by differential leveling
 PP3341.and adjusted by the National Geodetic Survey in June 1995..
 PP3341
 PP3341.The geoid height was determined by GEOID03.
 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     -   281,540.      868,940.      MT  (+/- 180 meters Scaled)
 PP3341
 PP3341                          SUPERSEDED SURVEY CONTROL
 PP3341
 PP3341.No superseded survey control is available for this station.
 PP3341
 PP3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK896419(NAD 83)
 PP3341_MARKER: DB = BENCH MARK DISK
 PP3341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP3341_SP_SET: CONCRETE POST
 PP3341_STAMPING: 1904 A 1985
 PP3341_MARK LOGO: MNDT  
 PP3341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3341+STABILITY: SURFACE MOTION
 PP3341
 PP3341  HISTORY     - Date     Condition        Report By
 PP3341  HISTORY     - 1975     MONUMENTED       MNDT
 PP3341  HISTORY     - 1985     GOOD             MNDT
 PP3341  HISTORY     - 20010331 GOOD             NGS
 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 (2001)
 PP3341
 PP3341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3341'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3342 ***********************************************************************
 PP3342  DESIGNATION -  1904 B
 PP3342  PID         -  PP3342
 PP3342  STATE/COUNTY-  MN/DAKOTA
 PP3342  USGS QUAD   -  COATES (1993)
 PP3342
 PP3342                         *CURRENT SURVEY CONTROL
 PP3342  ___________________________________________________________________
 PP3342* NAD 83(1986)-  44 37 49.     (N)    093 07 18.     (W)     SCALED    
 PP3342* NAVD 88     -       272.797  (meters)     895.00   (feet)  ADJUSTED  
 PP3342  ___________________________________________________________________
 PP3342  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 PP3342  DYNAMIC HT  -         272.768 (meters)     894.91  (feet)  COMP
 PP3342  MODELED GRAV-     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
 PP3342.and adjusted by the National Geodetic Survey in June 1995..
 PP3342
 PP3342.The geoid height was determined by GEOID03.
 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_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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3342+STABILITY: SURFACE MOTION
 PP3342
 PP3342  HISTORY     - Date     Condition        Report By
 PP3342  HISTORY     - 1975     MONUMENTED       MNDT
 PP3342  HISTORY     - 1985     GOOD             MNDT
 PP3342  HISTORY     - 20010331 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3343 ***********************************************************************
 PP3343  DESIGNATION -  1904 C
 PP3343  PID         -  PP3343
 PP3343  STATE/COUNTY-  MN/DAKOTA
 PP3343  USGS QUAD   -  COATES (1993)
 PP3343
 PP3343                         *CURRENT SURVEY CONTROL
 PP3343  ___________________________________________________________________
 PP3343* NAD 83(1986)-  44 37 49.     (N)    093 05 47.     (W)     SCALED    
 PP3343* NAVD 88     -       275.012  (meters)     902.27   (feet)  ADJUSTED  
 PP3343  ___________________________________________________________________
 PP3343  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 PP3343  DYNAMIC HT  -         274.982 (meters)     902.17  (feet)  COMP
 PP3343  MODELED GRAV-     980,502.7   (mgal)                       NAVD 88
 PP3343
 PP3343  VERT ORDER  -  SECOND    CLASS I
 PP3343
 PP3343.The horizontal coordinates were scaled from a topographic map and have
 PP3343.an estimated accuracy of +/- 6 seconds.
 PP3343
 PP3343.The orthometric height was determined by differential leveling
 PP3343.and adjusted by the National Geodetic Survey in June 1995..
 PP3343
 PP3343.The geoid height was determined by GEOID03.
 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     -   281,540.      871,700.      MT  (+/- 180 meters Scaled)
 PP3343
 PP3343                          SUPERSEDED SURVEY CONTROL
 PP3343
 PP3343.No superseded survey control is available for this station.
 PP3343
 PP3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK923418(NAD 83)
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3343+STABILITY: SURFACE MOTION
 PP3343
 PP3343  HISTORY     - Date     Condition        Report By
 PP3343  HISTORY     - 1975     MONUMENTED       MNDT
 PP3343  HISTORY     - 1985     GOOD             MNDT
 PP3343  HISTORY     - 20010331 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3344 ***********************************************************************
 PP3344  DESIGNATION -  1904 E
 PP3344  PID         -  PP3344
 PP3344  STATE/COUNTY-  MN/DAKOTA
 PP3344  USGS QUAD   -  COATES (1993)
 PP3344
 PP3344                         *CURRENT SURVEY CONTROL
 PP3344  ___________________________________________________________________
 PP3344* NAD 83(1986)-  44 37 50.     (N)    093 03 19.     (W)     SCALED    
 PP3344* NAVD 88     -       267.430  (meters)     877.39   (feet)  ADJUSTED  
 PP3344  ___________________________________________________________________
 PP3344  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 PP3344  DYNAMIC HT  -         267.400 (meters)     877.29  (feet)  COMP
 PP3344  MODELED GRAV-     980,500.3   (mgal)                       NAVD 88
 PP3344
 PP3344  VERT ORDER  -  SECOND    CLASS I
 PP3344
 PP3344.The horizontal coordinates were scaled from a topographic map and have
 PP3344.an estimated accuracy of +/- 6 seconds.
 PP3344
 PP3344.The orthometric height was determined by differential leveling
 PP3344.and adjusted by the National Geodetic Survey in June 1995..
 PP3344
 PP3344.The geoid height was determined by GEOID03.
 PP3344
 PP3344.The dynamic height is computed by dividing the NAVD 88
 PP3344.geopotential number by the normal gravity value computed on the
 PP3344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3344.degrees latitude (g = 980.6199 gals.).
 PP3344
 PP3344.The modeled gravity was interpolated from observed gravity values.
 PP3344
 PP3344;                    North         East    Units  Estimated Accuracy
 PP3344;SPC MN S     -   281,610.      874,960.      MT  (+/- 180 meters Scaled)
 PP3344
 PP3344                          SUPERSEDED SURVEY CONTROL
 PP3344
 PP3344.No superseded survey control is available for this station.
 PP3344
 PP3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK956419(NAD 83)
 PP3344_MARKER: DB = BENCH MARK DISK
 PP3344_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3344_SP_SET: CONCRETE BOX CULVERT HEADWALL
 PP3344_STAMPING: 1904 E 1985
 PP3344_MARK LOGO: MNDT  
 PP3344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3344+STABILITY: SURFACE MOTION
 PP3344
 PP3344  HISTORY     - Date     Condition        Report By
 PP3344  HISTORY     - 1975     MONUMENTED       MNDT
 PP3344  HISTORY     - 1985     GOOD             MNDT
 PP3344  HISTORY     - 20010331 GOOD             NGS
 PP3344
 PP3344                          STATION DESCRIPTION
 PP3344
 PP3344'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3344'2.6 MI WNW FROM HAMPTON.
 PP3344'THE MARK IS LOCATED ABOUT 2-3/4 MILES WEST-NORTHWEST OF THE CITY OF
 PP3344'HAMPTON IN THE SOUTHWEST 1/4 OF SECTION 36, T114N, R19W, 4.3 MILES
 PP3344'WEST-NORTHWEST ALONG TRUNK HIGHWAY 50 FROM ITS JUNCTION WITH TRUNK
 PP3344'HIGHWAY 52 ON THE SOUTH EDGE OF HAMPTON, 27.0 FEET NORTH OF AND ABOUT
 PP3344'LEVEL WITH THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT 14.7, 20 FEET
 PP3344'EAST OF THE CENTER OF A GRAVEL ROAD (COUNTY ROAD 79), AND 11.3 FEET
 PP3344'NORTH-NORTHWEST OF A POWER POLE.  THE MARK, A STANDARD BRASS MNDT
 PP3344'BENCH MARK DISK SET IN 1975 AND STAMPED---1904 E 1985---IN 1985, IS
 PP3344'SET IN THE HEADWALL AT THE SOUTHEAST CORNER OF A BOX CULVERT UNDER
 PP3344'THE HIGHWAY.
 PP3344
 PP3344                          STATION RECOVERY (2001)
 PP3344
 PP3344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3344'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3345 ***********************************************************************
 PP3345  DESIGNATION -  1904 F
 PP3345  PID         -  PP3345
 PP3345  STATE/COUNTY-  MN/DAKOTA
 PP3345  USGS QUAD   -  COATES (1993)
 PP3345
 PP3345                         *CURRENT SURVEY CONTROL
 PP3345  ___________________________________________________________________
 PP3345* NAD 83(1986)-  44 37 48.     (N)    093 02 44.     (W)     SCALED    
 PP3345* NAVD 88     -       266.630  (meters)     874.77   (feet)  ADJUSTED  
 PP3345  ___________________________________________________________________
 PP3345  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 PP3345  DYNAMIC HT  -         266.600 (meters)     874.67  (feet)  COMP
 PP3345  MODELED GRAV-     980,499.2   (mgal)                       NAVD 88
 PP3345
 PP3345  VERT ORDER  -  SECOND    CLASS I
 PP3345
 PP3345.The horizontal coordinates were scaled from a topographic map and have
 PP3345.an estimated accuracy of +/- 6 seconds.
 PP3345
 PP3345.The orthometric height was determined by differential leveling
 PP3345.and adjusted by the National Geodetic Survey in June 1995..
 PP3345
 PP3345.The geoid height was determined by GEOID03.
 PP3345
 PP3345.The dynamic height is computed by dividing the NAVD 88
 PP3345.geopotential number by the normal gravity value computed on the
 PP3345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3345.degrees latitude (g = 980.6199 gals.).
 PP3345
 PP3345.The modeled gravity was interpolated from observed gravity values.
 PP3345
 PP3345;                    North         East    Units  Estimated Accuracy
 PP3345;SPC MN S     -   281,550.      875,730.      MT  (+/- 180 meters Scaled)
 PP3345
 PP3345                          SUPERSEDED SURVEY CONTROL
 PP3345
 PP3345.No superseded survey control is available for this station.
 PP3345
 PP3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK963418(NAD 83)
 PP3345_MARKER: DB = BENCH MARK DISK
 PP3345_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3345_SP_SET: BRIDGE HEADWALL
 PP3345_STAMPING: 1904 F 1975
 PP3345_MARK LOGO: MNDT  
 PP3345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3345+STABILITY: SURFACE MOTION
 PP3345
 PP3345  HISTORY     - Date     Condition        Report By
 PP3345  HISTORY     - 1975     MONUMENTED       MNDT
 PP3345  HISTORY     - 1985     GOOD             MNDT
 PP3345  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PP3345  HISTORY     - 20021228 GOOD             USPSQD
 PP3345
 PP3345                          STATION DESCRIPTION
 PP3345
 PP3345'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3345'2.1 MILE WNW FROM HAMPTON.
 PP3345'THE MARK IS LOCATED ABOUT 2-1/4 MILE WEST-NORTHWEST OF THE CITY OF
 PP3345'HAMPTON IN THE NORTHWEST 1/4 OF SECTION 1, T113N, R19W, 3.75 MILES
 PP3345'WEST-NORTHWEST ALONG TRUNK HIGHWAY 50 FROM ITS JUNCTION WITH TRUNK
 PP3345'HIGHWAY 52 ON THE SOUTH EDGE OF HAMPTON, 16.5 FEET SOUTH OF AND ABOUT
 PP3345'LEVEL WITH THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT 15.2.  THE MARK,
 PP3345'A STANDARD BRASS MNDT BENCH MARK DISK STAMPED---1904 F 1975---, IS
 PP3345'SET IN THE HEADWALL AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 3623
 PP3345'(HIGHWAY 50 OVER THE VERMILLION RIVER).
 PP3345
 PP3345                          STATION RECOVERY (2001)
 PP3345
 PP3345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3345'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3345
 PP3345                          STATION RECOVERY (2002)
 PP3345
 PP3345'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3345'N44 37 49.1/W093 02 43.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3346 ***********************************************************************
 PP3346  DESIGNATION -  1904 G
 PP3346  PID         -  PP3346
 PP3346  STATE/COUNTY-  MN/DAKOTA
 PP3346  USGS QUAD   -  COATES (1993)
 PP3346
 PP3346                         *CURRENT SURVEY CONTROL
 PP3346  ___________________________________________________________________
 PP3346* NAD 83(1986)-  44 37 48.     (N)    093 01 30.     (W)     SCALED    
 PP3346* NAVD 88     -       271.498  (meters)     890.74   (feet)  ADJUSTED  
 PP3346  ___________________________________________________________________
 PP3346  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 PP3346  DYNAMIC HT  -         271.467 (meters)     890.64  (feet)  COMP
 PP3346  MODELED GRAV-     980,496.7   (mgal)                       NAVD 88
 PP3346
 PP3346  VERT ORDER  -  SECOND    CLASS I
 PP3346
 PP3346.The horizontal coordinates were scaled from a topographic map and have
 PP3346.an estimated accuracy of +/- 6 seconds.
 PP3346
 PP3346.The orthometric height was determined by differential leveling
 PP3346.and adjusted by the National Geodetic Survey in June 1995..
 PP3346
 PP3346.The geoid height was determined by GEOID03.
 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     -   281,570.      877,360.      MT  (+/- 180 meters Scaled)
 PP3346
 PP3346                          SUPERSEDED SURVEY CONTROL
 PP3346
 PP3346.No superseded survey control is available for this station.
 PP3346
 PP3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK980418(NAD 83)
 PP3346_MARKER: DB = BENCH MARK DISK
 PP3346_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3346_SP_SET: CONCRETE BOX CULVERT HEADWALL
 PP3346_STAMPING: 1904 G 1985
 PP3346_MARK LOGO: MNDT  
 PP3346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3346+STABILITY: SURFACE MOTION
 PP3346
 PP3346  HISTORY     - Date     Condition        Report By
 PP3346  HISTORY     - 1975     MONUMENTED       MNDT
 PP3346  HISTORY     - 1985     GOOD             MNDT
 PP3346  HISTORY     - 20010331 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3347 ***********************************************************************
 PP3347  DESIGNATION -  1904 H
 PP3347  PID         -  PP3347
 PP3347  STATE/COUNTY-  MN/DAKOTA
 PP3347  USGS QUAD   -  RANDOLPH (1974)
 PP3347
 PP3347                         *CURRENT SURVEY CONTROL
 PP3347  ___________________________________________________________________
 PP3347* NAD 83(1986)-  44 36 56.     (N)    093 00 24.     (W)     SCALED    
 PP3347* NAVD 88     -       288.365  (meters)     946.08   (feet)  ADJUSTED  
 PP3347  ___________________________________________________________________
 PP3347  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 PP3347  DYNAMIC HT  -         288.330 (meters)     945.96  (feet)  COMP
 PP3347  MODELED GRAV-     980,489.5   (mgal)                       NAVD 88
 PP3347
 PP3347  VERT ORDER  -  SECOND    CLASS I
 PP3347
 PP3347.The horizontal coordinates were scaled from a topographic map and have
 PP3347.an estimated accuracy of +/- 6 seconds.
 PP3347
 PP3347.The orthometric height was determined by differential leveling
 PP3347.and adjusted by the National Geodetic Survey in June 1995..
 PP3347
 PP3347.The geoid height was determined by GEOID03.
 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     -   279,990.      878,840.      MT  (+/- 180 meters Scaled)
 PP3347
 PP3347                          SUPERSEDED SURVEY CONTROL
 PP3347
 PP3347.No superseded survey control is available for this station.
 PP3347
 PP3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK994402(NAD 83)
 PP3347_MARKER: DB = BENCH MARK DISK
 PP3347_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3347_SP_SET: CONCRETE BOX CULVERT HEADWALL
 PP3347_STAMPING: 1904 H 1975
 PP3347_MARK LOGO: MNDT  
 PP3347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3347+STABILITY: SURFACE MOTION
 PP3347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3347+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 PP3347
 PP3347  HISTORY     - Date     Condition        Report By
 PP3347  HISTORY     - 1975     MONUMENTED       MNDT
 PP3347  HISTORY     - 1985     GOOD             MNDT
 PP3347  HISTORY     - 20010331 GOOD             NGS
 PP3347  HISTORY     - 20021228 GOOD             USPSQD
 PP3347  HISTORY     - 20050328 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3348 ***********************************************************************
 PP3348  DESIGNATION -  1904 J
 PP3348  PID         -  PP3348
 PP3348  STATE/COUNTY-  MN/DAKOTA
 PP3348  USGS QUAD   -  RANDOLPH (1974)
 PP3348
 PP3348                         *CURRENT SURVEY CONTROL
 PP3348  ___________________________________________________________________
 PP3348* NAD 83(1986)-  44 36 32.     (N)    093 00 02.     (W)     SCALED    
 PP3348* NAVD 88     -       297.206  (meters)     975.08   (feet)  ADJUSTED  
 PP3348  ___________________________________________________________________
 PP3348  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 PP3348  DYNAMIC HT  -         297.170 (meters)     974.97  (feet)  COMP
 PP3348  MODELED GRAV-     980,486.6   (mgal)                       NAVD 88
 PP3348
 PP3348  VERT ORDER  -  SECOND    CLASS I
 PP3348
 PP3348.The horizontal coordinates were scaled from a topographic map and have
 PP3348.an estimated accuracy of +/- 6 seconds.
 PP3348
 PP3348.The orthometric height was determined by differential leveling
 PP3348.and adjusted by the National Geodetic Survey in June 1995..
 PP3348
 PP3348.The geoid height was determined by GEOID03.
 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     -   279,250.      879,330.      MT  (+/- 180 meters Scaled)
 PP3348
 PP3348                          SUPERSEDED SURVEY CONTROL
 PP3348
 PP3348.No superseded survey control is available for this station.
 PP3348
 PP3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK999395(NAD 83)
 PP3348_MARKER: DB = BENCH MARK DISK
 PP3348_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3348_SP_SET: CONCRETE BOX CULVERT HEADWALL
 PP3348_STAMPING: 1904 J 1975
 PP3348_MARK LOGO: MNDT  
 PP3348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3348+STABILITY: SURFACE MOTION
 PP3348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3348+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 PP3348
 PP3348  HISTORY     - Date     Condition        Report By
 PP3348  HISTORY     - 1975     MONUMENTED       MNDT
 PP3348  HISTORY     - 1985     GOOD             MNDT
 PP3348  HISTORY     - 20010331 GOOD             NGS
 PP3348  HISTORY     - 20021228 GOOD             USPSQD
 PP3348  HISTORY     - 20050328 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3349 ***********************************************************************
 PP3349  DESIGNATION -  1904 K
 PP3349  PID         -  PP3349
 PP3349  STATE/COUNTY-  MN/DAKOTA
 PP3349  USGS QUAD   -  CANNON FALLS (1974)
 PP3349
 PP3349                         *CURRENT SURVEY CONTROL
 PP3349  ___________________________________________________________________
 PP3349* NAD 83(1986)-  44 36 13.     (N)    092 59 59.     (W)     SCALED    
 PP3349* NAVD 88     -       292.216  (meters)     958.71   (feet)  ADJUSTED  
 PP3349  ___________________________________________________________________
 PP3349  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 PP3349  DYNAMIC HT  -         292.180 (meters)     958.59  (feet)  COMP
 PP3349  MODELED GRAV-     980,485.8   (mgal)                       NAVD 88
 PP3349
 PP3349  VERT ORDER  -  SECOND    CLASS I
 PP3349
 PP3349.The horizontal coordinates were scaled from a topographic map and have
 PP3349.an estimated accuracy of +/- 6 seconds.
 PP3349
 PP3349.The orthometric height was determined by differential leveling
 PP3349.and adjusted by the National Geodetic Survey in June 1995..
 PP3349
 PP3349.The geoid height was determined by GEOID03.
 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     -   278,670.      879,400.      MT  (+/- 180 meters Scaled)
 PP3349
 PP3349                          SUPERSEDED SURVEY CONTROL
 PP3349
 PP3349.No superseded survey control is available for this station.
 PP3349
 PP3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK000389(NAD 83)
 PP3349_MARKER: DV = VERTICAL CONTROL DISK
 PP3349_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3349_SP_SET: BOX CULVERT HEADWALL
 PP3349_STAMPING: 1904 K 1985
 PP3349_MARK LOGO: MNDT  
 PP3349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3349+STABILITY: SURFACE MOTION
 PP3349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3349+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3350 ***********************************************************************
 PP3350  DESIGNATION -  1904 L
 PP3350  PID         -  PP3350
 PP3350  STATE/COUNTY-  MN/DAKOTA
 PP3350  USGS QUAD   -  RANDOLPH (1974)
 PP3350
 PP3350                         *CURRENT SURVEY CONTROL
 PP3350  ___________________________________________________________________
 PP3350* NAD 83(1986)-  44 36 39.     (N)    093 00 08.     (W)     SCALED    
 PP3350* NAVD 88     -       303.081  (meters)     994.36   (feet)  ADJUSTED  
 PP3350  ___________________________________________________________________
 PP3350  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 PP3350  DYNAMIC HT  -         303.044 (meters)     994.24  (feet)  COMP
 PP3350  MODELED GRAV-     980,487.4   (mgal)                       NAVD 88
 PP3350
 PP3350  VERT ORDER  -  SECOND    CLASS I
 PP3350
 PP3350.The horizontal coordinates were scaled from a topographic map and have
 PP3350.an estimated accuracy of +/- 6 seconds.
 PP3350
 PP3350.The orthometric height was determined by differential leveling
 PP3350.and adjusted by the National Geodetic Survey in June 1995..
 PP3350
 PP3350.The geoid height was determined by GEOID03.
 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     -   279,470.      879,190.      MT  (+/- 180 meters Scaled)
 PP3350
 PP3350                          SUPERSEDED SURVEY CONTROL
 PP3350
 PP3350.No superseded survey control is available for this station.
 PP3350
 PP3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK998397(NAD 83)
 PP3350_MARKER: DB = BENCH MARK DISK
 PP3350_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PP3350+WITH SETTING: PAVEMENT
 PP3350_SP_SET: CONCRETE STEP
 PP3350_STAMPING: 1904 L 1985
 PP3350_MARK LOGO: MNDT  
 PP3350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3350+STABILITY: SURFACE MOTION
 PP3350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3350+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3351 ***********************************************************************
 PP3351  DESIGNATION -  1904 M
 PP3351  PID         -  PP3351
 PP3351  STATE/COUNTY-  MN/DAKOTA
 PP3351  USGS QUAD   -  RANDOLPH (1974)
 PP3351
 PP3351                         *CURRENT SURVEY CONTROL
 PP3351  ___________________________________________________________________
 PP3351* NAD 83(1986)-  44 37 24.     (N)    093 00 59.     (W)     SCALED    
 PP3351* NAVD 88     -       281.270  (meters)     922.80   (feet)  ADJUSTED  
 PP3351  ___________________________________________________________________
 PP3351  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 PP3351  DYNAMIC HT  -         281.237 (meters)     922.69  (feet)  COMP
 PP3351  MODELED GRAV-     980,493.4   (mgal)                       NAVD 88
 PP3351
 PP3351  VERT ORDER  -  SECOND    CLASS I
 PP3351
 PP3351.The horizontal coordinates were scaled from a topographic map and have
 PP3351.an estimated accuracy of +/- 6 seconds.
 PP3351
 PP3351.The orthometric height was determined by differential leveling
 PP3351.and adjusted by the National Geodetic Survey in June 1995..
 PP3351
 PP3351.The geoid height was determined by GEOID03.
 PP3351
 PP3351.The dynamic height is computed by dividing the NAVD 88
 PP3351.geopotential number by the normal gravity value computed on the
 PP3351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3351.degrees latitude (g = 980.6199 gals.).
 PP3351
 PP3351.The modeled gravity was interpolated from observed gravity values.
 PP3351
 PP3351;                    North         East    Units  Estimated Accuracy
 PP3351;SPC MN S     -   280,840.      878,050.      MT  (+/- 180 meters Scaled)
 PP3351
 PP3351                          SUPERSEDED SURVEY CONTROL
 PP3351
 PP3351.No superseded survey control is available for this station.
 PP3351
 PP3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK987411(NAD 83)
 PP3351_MARKER: DB = BENCH MARK DISK
 PP3351_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3351_SP_SET: ALUMINUM ALLOY ROD
 PP3351_STAMPING: 1904 M 1985
 PP3351_MARK LOGO: MNDT  
 PP3351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3351
 PP3351  HISTORY     - Date     Condition        Report By
 PP3351  HISTORY     - 1985     MONUMENTED       MNDT
 PP3351  HISTORY     - 20010331 GOOD             NGS
 PP3351  HISTORY     - 20021228 POOR             USPSQD
 PP3351
 PP3351                          STATION DESCRIPTION
 PP3351
 PP3351'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3351'0.7 MI NW FROM HAMPTON.
 PP3351'THE MARK IS LOCATED ABOUT 3/4 MILE NORTHWEST OF THE CITY OF HAMPTON
 PP3351'IN THE EAST 1/2 OF SECTION 6, T113N R18W, 2.15 MILES NORTHWEST ALONG
 PP3351'TRUNK HIGHWAY 50 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 NEAR THE
 PP3351'SOUTH LIMITS OF HAMPTON, 35.5 FEET SOUTHWEST AND ABOUT LEVEL WITH THE
 PP3351'CENTERLINE OF HIGHWAY 50 AT MILEPOINT 16.9, 34.0 FEET SOUTH OF THE
 PP3351'CENTER OF AN ENTRANCE, 15.5 FEET SOUTH-SOUTHEAST OF A POWER POLE, AND
 PP3351'1.0 FOOT EAST-NORTHEAST OF A STEEL WITNESS POST.  THE MARK A STANDARD
 PP3351'ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1904 M
 PP3351'1985---,IS FASTENED TO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 23
 PP3351'FOOT LONG ALUMINUM ALLOY ROD WITH STABLIZER AND IS FLUSH WITH THE
 PP3351'GROUND.  A MAGNET IN THE DISK MAKES THE DISK MAGNETIC.
 PP3351
 PP3351                          STATION RECOVERY (2001)
 PP3351
 PP3351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3351'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3351
 PP3351                          STATION RECOVERY (2002)
 PP3351
 PP3351'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3351'N44 37 22.6/W093 00 58.0 4 FT FROM INTERSECTION SIGN POST MARKING
 PP3351'HAMPTON BLVD. AND DARK HORSE LANE. TILTED ABOUT 3/4 INCH TOWARD NNW
 PP3351'MAYBE BY A PLOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3352 ***********************************************************************
 PP3352  DESIGNATION -  1904 N
 PP3352  PID         -  PP3352
 PP3352  STATE/COUNTY-  MN/DAKOTA
 PP3352  USGS QUAD   -  COATES (1993)
 PP3352
 PP3352                         *CURRENT SURVEY CONTROL
 PP3352  ___________________________________________________________________
 PP3352* NAD 83(1986)-  44 37 50.     (N)    093 02 25.     (W)     SCALED    
 PP3352* NAVD 88     -       269.325  (meters)     883.61   (feet)  ADJUSTED  
 PP3352  ___________________________________________________________________
 PP3352  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 PP3352  DYNAMIC HT  -         269.294 (meters)     883.51  (feet)  COMP
 PP3352  MODELED GRAV-     980,498.8   (mgal)                       NAVD 88
 PP3352
 PP3352  VERT ORDER  -  SECOND    CLASS I
 PP3352
 PP3352.The horizontal coordinates were scaled from a topographic map and have
 PP3352.an estimated accuracy of +/- 6 seconds.
 PP3352
 PP3352.The orthometric height was determined by differential leveling
 PP3352.and adjusted by the National Geodetic Survey in June 1995..
 PP3352
 PP3352.The geoid height was determined by GEOID03.
 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     -   281,620.      876,150.      MT  (+/- 180 meters Scaled)
 PP3352
 PP3352                          SUPERSEDED SURVEY CONTROL
 PP3352
 PP3352.No superseded survey control is available for this station.
 PP3352
 PP3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK968419(NAD 83)
 PP3352_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3352
 PP3352  HISTORY     - Date     Condition        Report By
 PP3352  HISTORY     - 1985     MONUMENTED       MNDT
 PP3352  HISTORY     - 20010331 GOOD             NGS
 PP3352  HISTORY     - 20021228 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3353 ***********************************************************************
 PP3353  DESIGNATION -  1904 P
 PP3353  PID         -  PP3353
 PP3353  STATE/COUNTY-  MN/DAKOTA
 PP3353  USGS QUAD   -  COATES (1993)
 PP3353
 PP3353                         *CURRENT SURVEY CONTROL
 PP3353  ___________________________________________________________________
 PP3353* NAD 83(1986)-  44 37 49.     (N)    093 03 05.     (W)     SCALED    
 PP3353* NAVD 88     -       266.882  (meters)     875.60   (feet)  ADJUSTED  
 PP3353  ___________________________________________________________________
 PP3353  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 PP3353  DYNAMIC HT  -         266.852 (meters)     875.50  (feet)  COMP
 PP3353  MODELED GRAV-     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
 PP3353.and adjusted by the National Geodetic Survey in June 1995..
 PP3353
 PP3353.The geoid height was determined by GEOID03.
 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_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
 PP3353  HISTORY     - Date     Condition        Report By
 PP3353  HISTORY     - 1985     MONUMENTED       MNDT
 PP3353  HISTORY     - 20010331 GOOD             NGS
 PP3353  HISTORY     - 20021228 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3354 ***********************************************************************
 PP3354  DESIGNATION -  1904 Q
 PP3354  PID         -  PP3354
 PP3354  STATE/COUNTY-  MN/DAKOTA
 PP3354  USGS QUAD   -  COATES (1993)
 PP3354
 PP3354                         *CURRENT SURVEY CONTROL
 PP3354  ___________________________________________________________________
 PP3354* NAD 83(1986)-  44 37 48.     (N)    093 03 27.     (W)     SCALED    
 PP3354* NAVD 88     -       267.659  (meters)     878.14   (feet)  ADJUSTED  
 PP3354  ___________________________________________________________________
 PP3354  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 PP3354  DYNAMIC HT  -         267.629 (meters)     878.05  (feet)  COMP
 PP3354  MODELED GRAV-     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
 PP3354.and adjusted by the National Geodetic Survey in June 1995..
 PP3354
 PP3354.The geoid height was determined by GEOID03.
 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_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
 PP3354  HISTORY     - Date     Condition        Report By
 PP3354  HISTORY     - 1985     MONUMENTED       MNDT
 PP3354  HISTORY     - 20021228 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3355 ***********************************************************************
 PP3355  DESIGNATION -  1904 R
 PP3355  PID         -  PP3355
 PP3355  STATE/COUNTY-  MN/DAKOTA
 PP3355  USGS QUAD   -  COATES (1993)
 PP3355
 PP3355                         *CURRENT SURVEY CONTROL
 PP3355  ___________________________________________________________________
 PP3355* NAD 83(1986)-  44 37 48.     (N)    093 04 32.     (W)     SCALED    
 PP3355* NAVD 88     -       278.199  (meters)     912.72   (feet)  ADJUSTED  
 PP3355  ___________________________________________________________________
 PP3355  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 PP3355  DYNAMIC HT  -         278.169 (meters)     912.63  (feet)  COMP
 PP3355  MODELED GRAV-     980,501.7   (mgal)                       NAVD 88
 PP3355
 PP3355  VERT ORDER  -  SECOND    CLASS I
 PP3355
 PP3355.The horizontal coordinates were scaled from a topographic map and have
 PP3355.an estimated accuracy of +/- 6 seconds.
 PP3355
 PP3355.The orthometric height was determined by differential leveling
 PP3355.and adjusted by the National Geodetic Survey in June 1995..
 PP3355
 PP3355.The geoid height was determined by GEOID03.
 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     -   281,530.      873,350.      MT  (+/- 180 meters Scaled)
 PP3355
 PP3355                          SUPERSEDED SURVEY CONTROL
 PP3355
 PP3355.No superseded survey control is available for this station.
 PP3355
 PP3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK940418(NAD 83)
 PP3355_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3355
 PP3355  HISTORY     - Date     Condition        Report By
 PP3355  HISTORY     - 1985     MONUMENTED       MNDT
 PP3355  HISTORY     - 20010331 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3356 ***********************************************************************
 PP3356  DESIGNATION -  1904 S
 PP3356  PID         -  PP3356
 PP3356  STATE/COUNTY-  MN/DAKOTA
 PP3356  USGS QUAD   -  COATES (1993)
 PP3356
 PP3356                         *CURRENT SURVEY CONTROL
 PP3356  ___________________________________________________________________
 PP3356* NAD 83(1986)-  44 37 51.     (N)    093 05 09.     (W)     SCALED    
 PP3356* NAVD 88     -       279.704  (meters)     917.66   (feet)  ADJUSTED  
 PP3356  ___________________________________________________________________
 PP3356  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 PP3356  DYNAMIC HT  -         279.674 (meters)     917.56  (feet)  COMP
 PP3356  MODELED GRAV-     980,502.5   (mgal)                       NAVD 88
 PP3356
 PP3356  VERT ORDER  -  SECOND    CLASS I
 PP3356
 PP3356.The horizontal coordinates were scaled from a topographic map and have
 PP3356.an estimated accuracy of +/- 6 seconds.
 PP3356
 PP3356.The orthometric height was determined by differential leveling
 PP3356.and adjusted by the National Geodetic Survey in June 1995..
 PP3356
 PP3356.The geoid height was determined by GEOID03.
 PP3356
 PP3356.The dynamic height is computed by dividing the NAVD 88
 PP3356.geopotential number by the normal gravity value computed on the
 PP3356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3356.degrees latitude (g = 980.6199 gals.).
 PP3356
 PP3356.The modeled gravity was interpolated from observed gravity values.
 PP3356
 PP3356;                    North         East    Units  Estimated Accuracy
 PP3356;SPC MN S     -   281,610.      872,530.      MT  (+/- 180 meters Scaled)
 PP3356
 PP3356                          SUPERSEDED SURVEY CONTROL
 PP3356
 PP3356.No superseded survey control is available for this station.
 PP3356
 PP3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK931419(NAD 83)
 PP3356_MARKER: DB = BENCH MARK DISK
 PP3356_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3356_SP_SET: ALUMINUM ALLOY ROD
 PP3356_STAMPING: 1904 S 1985
 PP3356_MARK LOGO: MNDT  
 PP3356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3356
 PP3356  HISTORY     - Date     Condition        Report By
 PP3356  HISTORY     - 1985     MONUMENTED       MNDT
 PP3356  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PP3356
 PP3356                          STATION DESCRIPTION
 PP3356
 PP3356'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3356'1.9 MI EAST FROM FARMINGTON.
 PP3356'THE MARK IS LOCATED ABOUT 2 MILES EAST OF THE CITY OF FARMINGTON IN
 PP3356'THE SOUTHEAST 1/4 OF SECTION 34, T114N, R19W, 2.55 MILES EAST ALONG
 PP3356'TRUNK HIGHWAY 50 FROM ITS SOUTH JUNCTION WITH TRUNK HIGHWAY 3, 9.20
 PP3356'FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 50 AT
 PP3356'MILEPOINT 13.25, 31.0 FEET EAST OF THE CENTER OF AKRON AVENUE, 62.0
 PP3356'FEET NORTH OF A POWER POLE, AND 1.0 FOOT WEST OF A STEEL WITNESS
 PP3356'POST.  THE MARK A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 PP3356'DISK STAMPED--- 1904 S 1985---, IS FASTENED TO THE TOP OF A DRIVEN
 PP3356'3/4 INCH DIAMETER BY 23 FOOT LONG ALUMINUM ALLOY ROD WITH A STABLIZER
 PP3356'AND IS FLUSH WITH THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK
 PP3356'MAGNETIC.
 PP3356
 PP3356                          STATION RECOVERY (2001)
 PP3356
 PP3356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3356'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3357 ***********************************************************************
 PP3357  DESIGNATION -  1904 T
 PP3357  PID         -  PP3357
 PP3357  STATE/COUNTY-  MN/DAKOTA
 PP3357  USGS QUAD   -  COATES (1993)
 PP3357
 PP3357                         *CURRENT SURVEY CONTROL
 PP3357  ___________________________________________________________________
 PP3357* NAD 83(1986)-  44 37 48.     (N)    093 06 30.     (W)     SCALED    
 PP3357* NAVD 88     -       271.299  (meters)     890.09   (feet)  ADJUSTED  
 PP3357  ___________________________________________________________________
 PP3357  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 PP3357  DYNAMIC HT  -         271.270 (meters)     889.99  (feet)  COMP
 PP3357  MODELED GRAV-     980,503.0   (mgal)                       NAVD 88
 PP3357
 PP3357  VERT ORDER  -  SECOND    CLASS I
 PP3357
 PP3357.The horizontal coordinates were scaled from a topographic map and have
 PP3357.an estimated accuracy of +/- 6 seconds.
 PP3357
 PP3357.The orthometric height was determined by differential leveling
 PP3357.and adjusted by the National Geodetic Survey in June 1995..
 PP3357
 PP3357.The geoid height was determined by GEOID03.
 PP3357
 PP3357.The dynamic height is computed by dividing the NAVD 88
 PP3357.geopotential number by the normal gravity value computed on the
 PP3357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3357.degrees latitude (g = 980.6199 gals.).
 PP3357
 PP3357.The modeled gravity was interpolated from observed gravity values.
 PP3357
 PP3357;                    North         East    Units  Estimated Accuracy
 PP3357;SPC MN S     -   281,500.      870,750.      MT  (+/- 180 meters Scaled)
 PP3357
 PP3357                          SUPERSEDED SURVEY CONTROL
 PP3357
 PP3357.No superseded survey control is available for this station.
 PP3357
 PP3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK914418(NAD 83)
 PP3357_MARKER: DB = BENCH MARK DISK
 PP3357_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3357_SP_SET: ALUMINUM ALLOY ROD
 PP3357_STAMPING: 1904 T 1985
 PP3357_MARK LOGO: MNDT  
 PP3357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3357
 PP3357  HISTORY     - Date     Condition        Report By
 PP3357  HISTORY     - 1985     MONUMENTED       MNDT
 PP3357  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PP3357
 PP3357                          STATION DESCRIPTION
 PP3357
 PP3357'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3357'0.8 MI EAST FROM FARMINGTON.
 PP3357'THE MARK IS LOCATED ABOUT 3/4 MILE EAST OF THE CITY OF FARMINGTON IN
 PP3357'THE NORTHWEST 1/4 OF SECTION 4, T113N, R19W, 1.45 MILES EAST ALONG
 PP3357'TRUNK HIGHWAY 50 FROM ITS JUNCTION WITH TRUNK HIGHWAY 3 IN
 PP3357'FARMINGTON, ABOUT 250 FEET SOUTH OF AND ABOUT 2 FEET LOWER THAN THE
 PP3357'CENTERLINE OF HIGHWAY 50 AT MILEPOINT 12.1, 3.8 FEET NORTH-NORTHEAST
 PP3357'OF A POWER POLE WITH A GUY WIRE, 29.5 FEET WEST OF THE CENTER OF
 PP3357'BEAUMONT AVENUE, 63.4 FEET WEST OF A TELEPHONE CABLE MARKER POST, AND
 PP3357'1.2 FEET WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD ALUMINUM
 PP3357'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1904 T 1985---, IS
 PP3357'FASTENED TO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 23 FOOT LONG
 PP3357'ALUMINUM ALLOY ROD WITH A STABLIZER AND IS FLUSH WITH THE GROUND.  A
 PP3357'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PP3357
 PP3357                          STATION RECOVERY (2001)
 PP3357
 PP3357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3357'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0548 ***********************************************************************
 PP0548  DESIGNATION -  1905 A
 PP0548  PID         -  PP0548
 PP0548  STATE/COUNTY-  MN/GOODHUE
 PP0548  USGS QUAD   -  CANNON FALLS (1974)
 PP0548
 PP0548                         *CURRENT SURVEY CONTROL
 PP0548  ___________________________________________________________________
 PP0548* NAD 83(1986)-  44 31 03.     (N)    092 55 21.     (W)     SCALED    
 PP0548* NAVD 88     -       247.283  (meters)     811.29   (feet)  ADJUSTED  
 PP0548  ___________________________________________________________________
 PP0548  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 PP0548  DYNAMIC HT  -         247.248 (meters)     811.18  (feet)  COMP
 PP0548  MODELED GRAV-     980,469.3   (mgal)                       NAVD 88
 PP0548
 PP0548  VERT ORDER  -  SECOND    CLASS 0
 PP0548
 PP0548.The horizontal coordinates were scaled from a topographic map and have
 PP0548.an estimated accuracy of +/- 6 seconds.
 PP0548
 PP0548.The orthometric height was determined by differential leveling
 PP0548.and adjusted by the National Geodetic Survey in June 1991..
 PP0548
 PP0548.The geoid height was determined by GEOID03.
 PP0548
 PP0548.The dynamic height is computed by dividing the NAVD 88
 PP0548.geopotential number by the normal gravity value computed on the
 PP0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0548.degrees latitude (g = 980.6199 gals.).
 PP0548
 PP0548.The modeled gravity was interpolated from observed gravity values.
 PP0548
 PP0548;                    North         East    Units  Estimated Accuracy
 PP0548;SPC MN S     -   269,180.      885,660.      MT  (+/- 180 meters Scaled)
 PP0548
 PP0548                          SUPERSEDED SURVEY CONTROL
 PP0548
 PP0548  NGVD 29 (??/??/92)  247.242  (m)          811.16   (f) ADJ UNCH    2 0
 PP0548
 PP0548.Superseded values are not recommended for survey control.
 PP0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0548.See file dsdata.txt to determine how the superseded data were derived.
 PP0548
 PP0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK061293(NAD 83)
 PP0548_MARKER: DD = SURVEY DISK
 PP0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0548_SP_SET: BRIDGE
 PP0548_STAMPING: 1905-A 1972
 PP0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0548
 PP0548  HISTORY     - Date     Condition        Report By
 PP0548  HISTORY     - 1972     MONUMENTED       MNDT
 PP0548
 PP0548                          STATION DESCRIPTION
 PP0548
 PP0548'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0548'0.7 MI N FROM CANNON FALLS.
 PP0548'MARK IS LOCATED 0.7 MILES NORTH ALONG TH 52 FROM THE JUNCTION OF TH 52
 PP0548'AND TH 19 (OVERPASS) AT CANNON FALLS, 0.25 MILES SOUTH OF COUNTY ROAD
 PP0548'88, (OVERPASS), IN THE SOUTHEAST CORNER OF BRIDGE NO. 9425, NORTHBOUND
 PP0548'TH 52 OVER THE CANNON RIVER AT TH 52 MILE POINT 98.85.  SE 1/4 SECTION
 PP0548'12, T 112, R 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0549 ***********************************************************************
 PP0549  DESIGNATION -  1905 A 1
 PP0549  PID         -  PP0549
 PP0549  STATE/COUNTY-  MN/GOODHUE
 PP0549  USGS QUAD   -  CANNON FALLS (1974)
 PP0549
 PP0549                         *CURRENT SURVEY CONTROL
 PP0549  ___________________________________________________________________
 PP0549* NAD 83(1986)-  44 31 03.     (N)    092 55 21.     (W)     SCALED    
 PP0549* NAVD 88     -       247.276  (meters)     811.27   (feet)  ADJUSTED  
 PP0549  ___________________________________________________________________
 PP0549  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 PP0549  DYNAMIC HT  -         247.241 (meters)     811.16  (feet)  COMP
 PP0549  MODELED GRAV-     980,469.3   (mgal)                       NAVD 88
 PP0549
 PP0549  VERT ORDER  -  SECOND    CLASS 0
 PP0549
 PP0549.The horizontal coordinates were scaled from a topographic map and have
 PP0549.an estimated accuracy of +/- 6 seconds.
 PP0549
 PP0549.The orthometric height was determined by differential leveling
 PP0549.and adjusted by the National Geodetic Survey in June 1991..
 PP0549
 PP0549.The geoid height was determined by GEOID03.
 PP0549
 PP0549.The dynamic height is computed by dividing the NAVD 88
 PP0549.geopotential number by the normal gravity value computed on the
 PP0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0549.degrees latitude (g = 980.6199 gals.).
 PP0549
 PP0549.The modeled gravity was interpolated from observed gravity values.
 PP0549
 PP0549;                    North         East    Units  Estimated Accuracy
 PP0549;SPC MN S     -   269,180.      885,660.      MT  (+/- 180 meters Scaled)
 PP0549
 PP0549                          SUPERSEDED SURVEY CONTROL
 PP0549
 PP0549  NGVD 29 (??/??/92)  247.235  (m)          811.14   (f) ADJ UNCH    2 0
 PP0549
 PP0549.Superseded values are not recommended for survey control.
 PP0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0549.See file dsdata.txt to determine how the superseded data were derived.
 PP0549
 PP0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK061293(NAD 83)
 PP0549_MARKER: DD = SURVEY DISK
 PP0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0549_SP_SET: BRIDGE
 PP0549_STAMPING: 1905-A1 1972
 PP0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0549
 PP0549  HISTORY     - Date     Condition        Report By
 PP0549  HISTORY     - 1972     MONUMENTED       MNDT
 PP0549
 PP0549                          STATION DESCRIPTION
 PP0549
 PP0549'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0549'0.7 MI N FROM CANNON FALLS.
 PP0549'MARK IS LOCATED 0.7 MILES NORTH ALONG TH 52 FROM THE JUNCTION OF TH 52
 PP0549'AND TH 19 (OVERPASS) IN CANNON FALLS, 0.25 MILES SOUTH OF COUNTY ROAD
 PP0549'88 (OVERPASS) IN THE SOUTHEAST CORNER OF BRIDGE NO. 9426, SOUTHBOUND
 PP0549'TH 52 OVER THE CANNON RIVER AT TH 52 MILE POINT 98.85.  SE 1/4 SECTION
 PP0549'12, T 112, R 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0550 ***********************************************************************
 PP0550  DESIGNATION -  1905 B
 PP0550  PID         -  PP0550
 PP0550  STATE/COUNTY-  MN/DAKOTA
 PP0550  USGS QUAD   -  CANNON FALLS (1974)
 PP0550
 PP0550                         *CURRENT SURVEY CONTROL
 PP0550  ___________________________________________________________________
 PP0550* NAD 83(1986)-  44 31 18.     (N)    092 55 27.     (W)     SCALED    
 PP0550* NAVD 88     -       257.973  (meters)     846.37   (feet)  ADJUSTED  
 PP0550  ___________________________________________________________________
 PP0550  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 PP0550  DYNAMIC HT  -         257.936 (meters)     846.25  (feet)  COMP
 PP0550  MODELED GRAV-     980,469.8   (mgal)                       NAVD 88
 PP0550
 PP0550  VERT ORDER  -  SECOND    CLASS 0
 PP0550
 PP0550.The horizontal coordinates were scaled from a topographic map and have
 PP0550.an estimated accuracy of +/- 6 seconds.
 PP0550
 PP0550.The orthometric height was determined by differential leveling
 PP0550.and adjusted by the National Geodetic Survey in June 1991..
 PP0550
 PP0550.The geoid height was determined by GEOID03.
 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     -   269,640.      885,520.      MT  (+/- 180 meters Scaled)
 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: 15TWK060298(NAD 83)
 PP0550_MARKER: DD = SURVEY DISK
 PP0550_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0550_SP_SET: BRIDGE
 PP0550_STAMPING: 1905-B 1972
 PP0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0550
 PP0550  HISTORY     - Date     Condition        Report By
 PP0550  HISTORY     - 1972     MONUMENTED       MNDT
 PP0550  HISTORY     - 20010331 GOOD             NGS
 PP0550
 PP0550                          STATION DESCRIPTION
 PP0550
 PP0550'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0551 ***********************************************************************
 PP0551  DESIGNATION -  1905 C
 PP0551  PID         -  PP0551
 PP0551  STATE/COUNTY-  MN/DAKOTA
 PP0551  USGS QUAD   -  CANNON FALLS (1974)
 PP0551
 PP0551                         *CURRENT SURVEY CONTROL
 PP0551  ___________________________________________________________________
 PP0551* NAD 83(1986)-  44 31 38.     (N)    092 55 43.     (W)     SCALED    
 PP0551* NAVD 88     -       262.382  (meters)     860.83   (feet)  ADJUSTED  
 PP0551  ___________________________________________________________________
 PP0551  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 PP0551  DYNAMIC HT  -         262.345 (meters)     860.71  (feet)  COMP
 PP0551  MODELED GRAV-     980,470.7   (mgal)                       NAVD 88
 PP0551
 PP0551  VERT ORDER  -  SECOND    CLASS 0
 PP0551
 PP0551.The horizontal coordinates were scaled from a topographic map and have
 PP0551.an estimated accuracy of +/- 6 seconds.
 PP0551
 PP0551.The orthometric height was determined by differential leveling
 PP0551.and adjusted by the National Geodetic Survey in June 1991..
 PP0551
 PP0551.The geoid height was determined by GEOID03.
 PP0551
 PP0551.The dynamic height is computed by dividing the NAVD 88
 PP0551.geopotential number by the normal gravity value computed on the
 PP0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0551.degrees latitude (g = 980.6199 gals.).
 PP0551
 PP0551.The modeled gravity was interpolated from observed gravity values.
 PP0551
 PP0551;                    North         East    Units  Estimated Accuracy
 PP0551;SPC MN S     -   270,250.      885,160.      MT  (+/- 180 meters Scaled)
 PP0551
 PP0551                          SUPERSEDED SURVEY CONTROL
 PP0551
 PP0551  NGVD 29 (??/??/92)  262.335  (m)          860.68   (f) ADJ UNCH    2 0
 PP0551
 PP0551.Superseded values are not recommended for survey control.
 PP0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0551.See file dsdata.txt to determine how the superseded data were derived.
 PP0551
 PP0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK056304(NAD 83)
 PP0551_MARKER: DD = SURVEY DISK
 PP0551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0551_SP_SET: MONUMENT
 PP0551_STAMPING: 1905-C 1972
 PP0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0551
 PP0551  HISTORY     - Date     Condition        Report By
 PP0551  HISTORY     - 1972     MONUMENTED       MNDT
 PP0551  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PP0551
 PP0551                          STATION DESCRIPTION
 PP0551
 PP0551'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0551'1.4 MI NW FROM CANNON FALLS.
 PP0551'MARK IS LOCATED 1.4 MILES NORTH ALONG TH 52 FROM THE JUNCTION OF TH 52
 PP0551'AND TH 19 (OVERPASS) AT CANNON FALLS, 0.15 MILES NORTH OF A RAILROAD
 PP0551'CROSSING, 98.7 FEET EAST OF, AND ABOUT LEVEL WITH THE CENTERLINE OF
 PP0551'NORTHBOUND TH 52 AT MILE POINT 99.45, 1.4 FEET SOUTHWEST OF A STEEL
 PP0551'WITNESS POST (R/W AND BM) IN A 6 FOOT PRECAST CONCRETE MONUMENT SET
 PP0551'FLUSH WITH THE GROUND.  NW 1/4 SECTION 12, T 112, R 18.
 PP0551
 PP0551                          STATION RECOVERY (2001)
 PP0551
 PP0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0551'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0552 ***********************************************************************
 PP0552  DESIGNATION -  1905 C 1
 PP0552  PID         -  PP0552
 PP0552  STATE/COUNTY-  MN/DAKOTA
 PP0552  USGS QUAD   -  CANNON FALLS (1974)
 PP0552
 PP0552                         *CURRENT SURVEY CONTROL
 PP0552  ___________________________________________________________________
 PP0552* NAD 83(1986)-  44 31 33.     (N)    092 56 21.     (W)     SCALED    
 PP0552* NAVD 88     -       263.365  (meters)     864.06   (feet)  ADJUSTED  
 PP0552  ___________________________________________________________________
 PP0552  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 PP0552  DYNAMIC HT  -         263.328 (meters)     863.94  (feet)  COMP
 PP0552  MODELED GRAV-     980,471.3   (mgal)                       NAVD 88
 PP0552
 PP0552  VERT ORDER  -  SECOND    CLASS 0
 PP0552
 PP0552.The horizontal coordinates were scaled from a topographic map and have
 PP0552.an estimated accuracy of +/- 6 seconds.
 PP0552
 PP0552.The orthometric height was determined by differential leveling
 PP0552.and adjusted by the National Geodetic Survey in June 1991..
 PP0552
 PP0552.The geoid height was determined by GEOID03.
 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     -   270,090.      884,320.      MT  (+/- 180 meters Scaled)
 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: 15TWK048302(NAD 83)
 PP0552_MARKER: DD = SURVEY DISK
 PP0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0552_SP_SET: FOOTING
 PP0552_STAMPING: 1905-C1 1972
 PP0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0552
 PP0552  HISTORY     - Date     Condition        Report By
 PP0552  HISTORY     - 1972     MONUMENTED       MNDT
 PP0552  HISTORY     - 20010331 GOOD             NGS
 PP0552
 PP0552                          STATION DESCRIPTION
 PP0552
 PP0552'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0554 ***********************************************************************
 PP0554  DESIGNATION -  1905 D
 PP0554  PID         -  PP0554
 PP0554  STATE/COUNTY-  MN/DAKOTA
 PP0554  USGS QUAD   -  CANNON FALLS (1974)
 PP0554
 PP0554                         *CURRENT SURVEY CONTROL
 PP0554  ___________________________________________________________________
 PP0554* NAD 83(1986)-  44 32 00.     (N)    092 56 00.     (W)     SCALED    
 PP0554* NAVD 88     -       266.293  (meters)     873.66   (feet)  ADJUSTED  
 PP0554  ___________________________________________________________________
 PP0554  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 PP0554  DYNAMIC HT  -         266.256 (meters)     873.54  (feet)  COMP
 PP0554  MODELED GRAV-     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
 PP0554.and adjusted by the National Geodetic Survey in June 1991..
 PP0554
 PP0554.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0554_SP_SET: MONUMENT
 PP0554_STAMPING: 1905-D 1972
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0555 ***********************************************************************
 PP0555  DESIGNATION -  1905 E
 PP0555  PID         -  PP0555
 PP0555  STATE/COUNTY-  MN/DAKOTA
 PP0555  USGS QUAD   -  CANNON FALLS (1974)
 PP0555
 PP0555                         *CURRENT SURVEY CONTROL
 PP0555  ___________________________________________________________________
 PP0555* NAD 83(1986)-  44 32 10.     (N)    092 56 08.     (W)     SCALED    
 PP0555* NAVD 88     -       268.911  (meters)     882.25   (feet)  ADJUSTED  
 PP0555  ___________________________________________________________________
 PP0555  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 PP0555  DYNAMIC HT  -         268.874 (meters)     882.13  (feet)  COMP
 PP0555  MODELED GRAV-     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
 PP0555.and adjusted by the National Geodetic Survey in June 1991..
 PP0555
 PP0555.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0555_SP_SET: MONUMENT
 PP0555_STAMPING: 1905-E 1972
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0556 ***********************************************************************
 PP0556  DESIGNATION -  1905 F
 PP0556  PID         -  PP0556
 PP0556  STATE/COUNTY-  MN/DAKOTA
 PP0556  USGS QUAD   -  CANNON FALLS (1974)
 PP0556
 PP0556                         *CURRENT SURVEY CONTROL
 PP0556  ___________________________________________________________________
 PP0556* NAD 83(1986)-  44 32 43.     (N)    092 56 33.     (W)     SCALED    
 PP0556* NAVD 88     -       266.926  (meters)     875.74   (feet)  ADJUSTED  
 PP0556  ___________________________________________________________________
 PP0556  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 PP0556  DYNAMIC HT  -         266.889 (meters)     875.62  (feet)  COMP
 PP0556  MODELED GRAV-     980,473.7   (mgal)                       NAVD 88
 PP0556
 PP0556  VERT ORDER  -  SECOND    CLASS 0
 PP0556
 PP0556.The horizontal coordinates were scaled from a topographic map and have
 PP0556.an estimated accuracy of +/- 6 seconds.
 PP0556
 PP0556.The orthometric height was determined by differential leveling
 PP0556.and adjusted by the National Geodetic Survey in June 1991..
 PP0556
 PP0556.The geoid height was determined by GEOID03.
 PP0556
 PP0556.The dynamic height is computed by dividing the NAVD 88
 PP0556.geopotential number by the normal gravity value computed on the
 PP0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0556.degrees latitude (g = 980.6199 gals.).
 PP0556
 PP0556.The modeled gravity was interpolated from observed gravity values.
 PP0556
 PP0556;                    North         East    Units  Estimated Accuracy
 PP0556;SPC MN S     -   272,240.      884,030.      MT  (+/- 180 meters Scaled)
 PP0556
 PP0556                          SUPERSEDED SURVEY CONTROL
 PP0556
 PP0556  NGVD 29 (??/??/92)  266.880  (m)          875.59   (f) ADJ UNCH    2 0
 PP0556
 PP0556.Superseded values are not recommended for survey control.
 PP0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0556.See file dsdata.txt to determine how the superseded data were derived.
 PP0556
 PP0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK045324(NAD 83)
 PP0556_MARKER: DD = SURVEY DISK
 PP0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0556_SP_SET: MONUMENT
 PP0556_STAMPING: 1905-F 1972
 PP0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0556
 PP0556  HISTORY     - Date     Condition        Report By
 PP0556  HISTORY     - 1972     MONUMENTED       MNDT
 PP0556  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PP0556
 PP0556                          STATION DESCRIPTION
 PP0556
 PP0556'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0556'2.8 MI NW FROM CANNON FALLS.
 PP0556'MARK IS LOCATED 2.8 MILES NORTH ALONG TH 52 FROM THE JUNCTION OF TH 52
 PP0556'AND TH 19 (OVERPASS) IN CANNON FALLS, 0.2 MILES NORTHWEST OF COUNTY
 PP0556'ROAD 86, 99 FEET NORTHEAST OF, AND 2 FEET LOWER THAN THE CENTERLINE OF
 PP0556'NORTHBOUND TH 52 AT MILE POINT 101, 70.5 FEET NORTH-NORTHEAST OF MILE
 PP0556'POST NO. 101, 1.2 FEET SOUTHWEST OF A RIGHT OF WAY MARKER, 0.6 FEET
 PP0556'SOUTHWEST OF A STEEL WITNESS POST IN A 6 FOOT PRECAST CONCRETE
 PP0556'MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 35, T 113, R 18.
 PP0556
 PP0556                          STATION RECOVERY (2001)
 PP0556
 PP0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0556'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0557 ***********************************************************************
 PP0557  DESIGNATION -  1905 G
 PP0557  PID         -  PP0557
 PP0557  STATE/COUNTY-  MN/DAKOTA
 PP0557  USGS QUAD   -  CANNON FALLS (1974)
 PP0557
 PP0557                         *CURRENT SURVEY CONTROL
 PP0557  ___________________________________________________________________
 PP0557* NAD 83(1986)-  44 33 32.     (N)    092 56 57.     (W)     SCALED    
 PP0557* NAVD 88     -       266.260  (meters)     873.55   (feet)  ADJUSTED  
 PP0557  ___________________________________________________________________
 PP0557  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 PP0557  DYNAMIC HT  -         266.224 (meters)     873.44  (feet)  COMP
 PP0557  MODELED GRAV-     980,475.8   (mgal)                       NAVD 88
 PP0557
 PP0557  VERT ORDER  -  SECOND    CLASS 0
 PP0557
 PP0557.The horizontal coordinates were scaled from a topographic map and have
 PP0557.an estimated accuracy of +/- 6 seconds.
 PP0557
 PP0557.The orthometric height was determined by differential leveling
 PP0557.and adjusted by the National Geodetic Survey in June 1991..
 PP0557
 PP0557.The geoid height was determined by GEOID03.
 PP0557
 PP0557.The dynamic height is computed by dividing the NAVD 88
 PP0557.geopotential number by the normal gravity value computed on the
 PP0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0557.degrees latitude (g = 980.6199 gals.).
 PP0557
 PP0557.The modeled gravity was interpolated from observed gravity values.
 PP0557
 PP0557;                    North         East    Units  Estimated Accuracy
 PP0557;SPC MN S     -   273,750.      883,480.      MT  (+/- 180 meters Scaled)
 PP0557
 PP0557                          SUPERSEDED SURVEY CONTROL
 PP0557
 PP0557  NGVD 29 (??/??/92)  266.214  (m)          873.40   (f) ADJ UNCH    2 0
 PP0557
 PP0557.Superseded values are not recommended for survey control.
 PP0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0557.See file dsdata.txt to determine how the superseded data were derived.
 PP0557
 PP0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK040339(NAD 83)
 PP0557_MARKER: DD = SURVEY DISK
 PP0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0557_SP_SET: MONUMENT
 PP0557_STAMPING: 1905-G 1972
 PP0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0557
 PP0557  HISTORY     - Date     Condition        Report By
 PP0557  HISTORY     - 1972     MONUMENTED       MNDT
 PP0557  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PP0557
 PP0557                          STATION DESCRIPTION
 PP0557
 PP0557'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0557'3.7 MI NW FROM CANNON FALLS.
 PP0557'MARK IS LOCATED 3.7 MILES NORTH ALONG TH 52 FROM THE JUNCTION OF TH 52
 PP0557'AND TH 19 (OVERPASS) AT CANNON FALLS, 0.55 MILES SOUTHEAST OF GOODWIN
 PP0557'AVENUE, 99 FEET NORTHEAST OF, AND 4 FEET LOWER THAN THE CENTERLINE OF
 PP0557'NORTHBOUND TH 52 AT MILE POINT 102.0, 0.7 FEET NORTHWEST OF A STEEL
 PP0557'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 PP0557'GROUND.  SW 1/4 SECTION 26, T 113, R 18. NOTE-- THIS MARK IS ALSO 4.6
 PP0557'MILES SOUTH ALONG TH 52 FROM THE JUNCTION OF TH 52 AND COUNTY ROAD 47
 PP0557'AT HAMPTON.
 PP0557
 PP0557                          STATION RECOVERY (2001)
 PP0557
 PP0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0557'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0558 ***********************************************************************
 PP0558  DESIGNATION -  1905 H
 PP0558  PID         -  PP0558
 PP0558  STATE/COUNTY-  MN/DAKOTA
 PP0558  USGS QUAD   -  CANNON FALLS (1974)
 PP0558
 PP0558                         *CURRENT SURVEY CONTROL
 PP0558  ___________________________________________________________________
 PP0558* NAD 83(1986)-  44 33 57.     (N)    092 57 14.     (W)     SCALED    
 PP0558* NAVD 88     -       274.861  (meters)     901.77   (feet)  ADJUSTED  
 PP0558  ___________________________________________________________________
 PP0558  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 PP0558  DYNAMIC HT  -         274.824 (meters)     901.65  (feet)  COMP
 PP0558  MODELED GRAV-     980,477.1   (mgal)                       NAVD 88
 PP0558
 PP0558  VERT ORDER  -  SECOND    CLASS 0
 PP0558
 PP0558.The horizontal coordinates were scaled from a topographic map and have
 PP0558.an estimated accuracy of +/- 6 seconds.
 PP0558
 PP0558.The orthometric height was determined by differential leveling
 PP0558.and adjusted by the National Geodetic Survey in June 1991..
 PP0558
 PP0558.The geoid height was determined by GEOID03.
 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     -   274,510.      883,090.      MT  (+/- 180 meters Scaled)
 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: 15TWK036347(NAD 83)
 PP0558_MARKER: DD = SURVEY DISK
 PP0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0558_SP_SET: ENERGY DISPATCHER
 PP0558_STAMPING: 1905-H 1972
 PP0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0558+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2001
 PP0558
 PP0558  HISTORY     - Date     Condition        Report By
 PP0558  HISTORY     - 1972     MONUMENTED       MNDT
 PP0558  HISTORY     - 20010915 GOOD             USPSQD
 PP0558
 PP0558                          STATION DESCRIPTION
 PP0558
 PP0558'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0559 ***********************************************************************
 PP0559  DESIGNATION -  1905 J
 PP0559  PID         -  PP0559
 PP0559  STATE/COUNTY-  MN/DAKOTA
 PP0559  USGS QUAD   -  CANNON FALLS (1974)
 PP0559
 PP0559                         *CURRENT SURVEY CONTROL
 PP0559  ___________________________________________________________________
 PP0559* NAD 83(1986)-  44 34 15.     (N)    092 57 35.     (W)     SCALED    
 PP0559* NAVD 88     -       293.481  (meters)     962.86   (feet)  ADJUSTED  
 PP0559  ___________________________________________________________________
 PP0559  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 PP0559  DYNAMIC HT  -         293.443 (meters)     962.74  (feet)  COMP
 PP0559  MODELED GRAV-     980,478.2   (mgal)                       NAVD 88
 PP0559
 PP0559  VERT ORDER  -  SECOND    CLASS 0
 PP0559
 PP0559.The horizontal coordinates were scaled from a topographic map and have
 PP0559.an estimated accuracy of +/- 6 seconds.
 PP0559
 PP0559.The orthometric height was determined by differential leveling
 PP0559.and adjusted by the National Geodetic Survey in June 1991..
 PP0559
 PP0559.The geoid height was determined by GEOID03.
 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     -   275,060.      882,620.      MT  (+/- 180 meters Scaled)
 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: 15TWK031352(NAD 83)
 PP0559_MARKER: DD = SURVEY DISK
 PP0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0559_SP_SET: MONUMENT
 PP0559_STAMPING: 1905-J 1972
 PP0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0559+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2001
 PP0559
 PP0559  HISTORY     - Date     Condition        Report By
 PP0559  HISTORY     - 1972     MONUMENTED       MNDT
 PP0559  HISTORY     - 20010915 GOOD             USPSQD
 PP0559
 PP0559                          STATION DESCRIPTION
 PP0559
 PP0559'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0560 ***********************************************************************
 PP0560  DESIGNATION -  1905 K
 PP0560  PID         -  PP0560
 PP0560  STATE/COUNTY-  MN/DAKOTA
 PP0560  USGS QUAD   -  CANNON FALLS (1974)
 PP0560
 PP0560                         *CURRENT SURVEY CONTROL
 PP0560  ___________________________________________________________________
 PP0560* NAD 83(1986)-  44 34 45.     (N)    092 58 17.     (W)     SCALED    
 PP0560* NAVD 88     -       294.634  (meters)     966.64   (feet)  ADJUSTED  
 PP0560  ___________________________________________________________________
 PP0560  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 PP0560  DYNAMIC HT  -         294.596 (meters)     966.52  (feet)  COMP
 PP0560  MODELED GRAV-     980,480.2   (mgal)                       NAVD 88
 PP0560
 PP0560  VERT ORDER  -  SECOND    CLASS 0
 PP0560
 PP0560.The horizontal coordinates were scaled from a topographic map and have
 PP0560.an estimated accuracy of +/- 6 seconds.
 PP0560
 PP0560.The orthometric height was determined by differential leveling
 PP0560.and adjusted by the National Geodetic Survey in June 1991..
 PP0560
 PP0560.The geoid height was determined by GEOID03.
 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     -   275,980.      881,690.      MT  (+/- 180 meters Scaled)
 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: 15TWK022362(NAD 83)
 PP0560_MARKER: DD = SURVEY DISK
 PP0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0560_SP_SET: CULVERT
 PP0560_STAMPING: 1905-K 1972
 PP0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0560+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2001
 PP0560
 PP0560  HISTORY     - Date     Condition        Report By
 PP0560  HISTORY     - 1972     MONUMENTED       MNDT
 PP0560  HISTORY     - 20010915 GOOD             USPSQD
 PP0560  HISTORY     - 20021228 GOOD             USPSQD
 PP0560
 PP0560                          STATION DESCRIPTION
 PP0560
 PP0560'DESCRIBED BY MN DEPT OF TRANSP 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0561 ***********************************************************************
 PP0561  DESIGNATION -  1905 L
 PP0561  PID         -  PP0561
 PP0561  STATE/COUNTY-  MN/DAKOTA
 PP0561  USGS QUAD   -  CANNON FALLS (1974)
 PP0561
 PP0561                         *CURRENT SURVEY CONTROL
 PP0561  ___________________________________________________________________
 PP0561* NAD 83(1986)-  44 34 54.     (N)    092 58 31.     (W)     SCALED    
 PP0561* NAVD 88     -       298.697  (meters)     979.98   (feet)  ADJUSTED  
 PP0561  ___________________________________________________________________
 PP0561  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 PP0561  DYNAMIC HT  -         298.658 (meters)     979.85  (feet)  COMP
 PP0561  MODELED GRAV-     980,480.8   (mgal)                       NAVD 88
 PP0561
 PP0561  VERT ORDER  -  SECOND    CLASS 0
 PP0561
 PP0561.The horizontal coordinates were scaled from a topographic map and have
 PP0561.an estimated accuracy of +/- 6 seconds.
 PP0561
 PP0561.The orthometric height was determined by differential leveling
 PP0561.and adjusted by the National Geodetic Survey in June 1991..
 PP0561
 PP0561.The geoid height was determined by GEOID03.
 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     -   276,250.      881,370.      MT  (+/- 180 meters Scaled)
 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: 15TWK019364(NAD 83)
 PP0561_MARKER: DD = SURVEY DISK
 PP0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0561_SP_SET: MONUMENT
 PP0561_STAMPING: 1905-L 1972
 PP0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0561+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2001
 PP0561
 PP0561  HISTORY     - Date     Condition        Report By
 PP0561  HISTORY     - 1972     MONUMENTED       MNDT
 PP0561  HISTORY     - 20010915 GOOD             USPSQD
 PP0561  HISTORY     - 20021228 GOOD             USPSQD
 PP0561
 PP0561                          STATION DESCRIPTION
 PP0561
 PP0561'DESCRIBED BY MN DEPT OF TRANSP 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0562 ***********************************************************************
 PP0562  DESIGNATION -  1905 M
 PP0562  PID         -  PP0562
 PP0562  STATE/COUNTY-  MN/DAKOTA
 PP0562  USGS QUAD   -  CANNON FALLS (1974)
 PP0562
 PP0562                         *CURRENT SURVEY CONTROL
 PP0562  ___________________________________________________________________
 PP0562* NAD 83(1986)-  44 35 34.     (N)    092 59 14.     (W)     SCALED    
 PP0562* NAVD 88     -       310.139  (meters)    1017.51   (feet)  ADJUSTED  
 PP0562  ___________________________________________________________________
 PP0562  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 PP0562  DYNAMIC HT  -         310.100 (meters)    1017.39  (feet)  COMP
 PP0562  MODELED GRAV-     980,483.2   (mgal)                       NAVD 88
 PP0562
 PP0562  VERT ORDER  -  SECOND    CLASS 0
 PP0562
 PP0562.The horizontal coordinates were scaled from a topographic map and have
 PP0562.an estimated accuracy of +/- 6 seconds.
 PP0562
 PP0562.The orthometric height was determined by differential leveling
 PP0562.and adjusted by the National Geodetic Survey in June 1991..
 PP0562
 PP0562.The geoid height was determined by GEOID03.
 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     -   277,470.      880,410.      MT  (+/- 180 meters Scaled)
 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: 15TWK010377(NAD 83)
 PP0562_MARKER: DD = SURVEY DISK
 PP0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0562_SP_SET: MONUMENT
 PP0562_STAMPING: 1905-M 1972
 PP0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0562
 PP0562  HISTORY     - Date     Condition        Report By
 PP0562  HISTORY     - 1972     MONUMENTED       MNDT
 PP0562
 PP0562                          STATION DESCRIPTION
 PP0562
 PP0562'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0564 ***********************************************************************
 PP0564  DESIGNATION -  1905 N
 PP0564  PID         -  PP0564
 PP0564  STATE/COUNTY-  MN/DAKOTA
 PP0564  USGS QUAD   -  CANNON FALLS (1974)
 PP0564
 PP0564                         *CURRENT SURVEY CONTROL
 PP0564  ___________________________________________________________________
 PP0564* NAD 83(1986)-  44 36 04.     (N)    092 59 35.     (W)     SCALED    
 PP0564* NAVD 88     -       299.538  (meters)     982.73   (feet)  ADJUSTED  
 PP0564  ___________________________________________________________________
 PP0564  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 PP0564  DYNAMIC HT  -         299.500 (meters)     982.61  (feet)  COMP
 PP0564  MODELED GRAV-     980,484.9   (mgal)                       NAVD 88
 PP0564
 PP0564  VERT ORDER  -  SECOND    CLASS 0
 PP0564
 PP0564.The horizontal coordinates were scaled from a topographic map and have
 PP0564.an estimated accuracy of +/- 6 seconds.
 PP0564
 PP0564.The orthometric height was determined by differential leveling
 PP0564.and adjusted by the National Geodetic Survey in June 1991..
 PP0564
 PP0564.The geoid height was determined by GEOID03.
 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     -   278,390.      879,940.      MT  (+/- 180 meters Scaled)
 PP0564
 PP0564                          SUPERSEDED SURVEY CONTROL
 PP0564
 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: 15TWK005386(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0564+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0565 ***********************************************************************
 PP0565  DESIGNATION -  1906 A
 PP0565  PID         -  PP0565
 PP0565  STATE/COUNTY-  MN/DAKOTA
 PP0565  USGS QUAD   -  CANNON FALLS (1974)
 PP0565
 PP0565                         *CURRENT SURVEY CONTROL
 PP0565  ___________________________________________________________________
 PP0565* NAD 83(1986)-  44 36 40.     (N)    092 59 41.     (W)     SCALED    
 PP0565* NAVD 88     -       304.577  (meters)     999.27   (feet)  ADJUSTED  
 PP0565  ___________________________________________________________________
 PP0565  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 PP0565  DYNAMIC HT  -         304.540 (meters)     999.14  (feet)  COMP
 PP0565  MODELED GRAV-     980,487.0   (mgal)                       NAVD 88
 PP0565
 PP0565  VERT ORDER  -  SECOND    CLASS 0
 PP0565
 PP0565.The horizontal coordinates were scaled from a topographic map and have
 PP0565.an estimated accuracy of +/- 6 seconds.
 PP0565
 PP0565.The orthometric height was determined by differential leveling
 PP0565.and adjusted by the National Geodetic Survey in June 1995..
 PP0565
 PP0565.The geoid height was determined by GEOID03.
 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     -   279,500.      879,790.      MT  (+/- 180 meters Scaled)
 PP0565
 PP0565                          SUPERSEDED SURVEY CONTROL
 PP0565
 PP0565  NAVD 88 (06/15/91)  304.621  (m)          999.41   (f) UNKNOWN     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: 15TWK004397(NAD 83)
 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_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 - March 28, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0566 ***********************************************************************
 PP0566  DESIGNATION -  1906 B
 PP0566  PID         -  PP0566
 PP0566  STATE/COUNTY-  MN/DAKOTA
 PP0566  USGS QUAD   -  CANNON FALLS (1974)
 PP0566
 PP0566                         *CURRENT SURVEY CONTROL
 PP0566  ___________________________________________________________________
 PP0566* NAD 83(1986)-  44 36 58.     (N)    092 59 41.     (W)     SCALED    
 PP0566* NAVD 88     -       302.118  (meters)     991.20   (feet)  ADJUSTED  
 PP0566  ___________________________________________________________________
 PP0566  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 PP0566  DYNAMIC HT  -         302.081 (meters)     991.08  (feet)  COMP
 PP0566  MODELED GRAV-     980,488.4   (mgal)                       NAVD 88
 PP0566
 PP0566  VERT ORDER  -  SECOND    CLASS 0
 PP0566
 PP0566.The horizontal coordinates were scaled from a topographic map and have
 PP0566.an estimated accuracy of +/- 6 seconds.
 PP0566
 PP0566.The orthometric height was determined by differential leveling
 PP0566.and adjusted by the National Geodetic Survey in June 1991..
 PP0566
 PP0566.The geoid height was determined by GEOID03.
 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     -   280,060.      879,780.      MT  (+/- 180 meters Scaled)
 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: 15TWK004403(NAD 83)
 PP0566_MARKER: DD = SURVEY DISK
 PP0566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0566_SP_SET: MONUMENT
 PP0566_STAMPING: 1906-B 1972
 PP0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0566
 PP0566  HISTORY     - Date     Condition        Report By
 PP0566  HISTORY     - 1972     MONUMENTED       MNDT
 PP0566  HISTORY     - 1985     MARK NOT FOUND   MNDT
 PP0566  HISTORY     - 20050328 MARK NOT FOUND   USPSQD
 PP0566
 PP0566                          STATION DESCRIPTION
 PP0566
 PP0566'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0569 ***********************************************************************
 PP0569  DESIGNATION -  1906 D
 PP0569  PID         -  PP0569
 PP0569  STATE/COUNTY-  MN/DAKOTA
 PP0569  USGS QUAD   -  VERMILLION (1993)
 PP0569
 PP0569                         *CURRENT SURVEY CONTROL
 PP0569  ___________________________________________________________________
 PP0569* NAD 83(1986)-  44 38 42.     (N)    092 59 49.     (W)     SCALED    
 PP0569* NAVD 88     -       280.937  (meters)     921.71   (feet)  ADJUSTED  
 PP0569  ___________________________________________________________________
 PP0569  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 PP0569  DYNAMIC HT  -         280.906 (meters)     921.61  (feet)  COMP
 PP0569  MODELED GRAV-     980,498.6   (mgal)                       NAVD 88
 PP0569
 PP0569  VERT ORDER  -  SECOND    CLASS 0
 PP0569
 PP0569.The horizontal coordinates were scaled from a topographic map and have
 PP0569.an estimated accuracy of +/- 6 seconds.
 PP0569
 PP0569.The orthometric height was determined by differential leveling
 PP0569.and adjusted by the National Geodetic Survey in June 1991..
 PP0569
 PP0569.The geoid height was determined by GEOID03.
 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     -   283,270.      879,570.      MT  (+/- 180 meters Scaled)
 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: 15TWK002435(NAD 83)
 PP0569_MARKER: DD = SURVEY DISK
 PP0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0569_SP_SET: MONUMENT
 PP0569_STAMPING: 1906-D 1972
 PP0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0569
 PP0569  HISTORY     - Date     Condition        Report By
 PP0569  HISTORY     - 1972     MONUMENTED       MNDT
 PP0569  HISTORY     - 20010331 GOOD             NGS
 PP0569  HISTORY     - 20021228 GOOD             USPSQD
 PP0569
 PP0569                          STATION DESCRIPTION
 PP0569
 PP0569'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0573 ***********************************************************************
 PP0573  DESIGNATION -  1906 E
 PP0573  PID         -  PP0573
 PP0573  STATE/COUNTY-  MN/DAKOTA
 PP0573  USGS QUAD   -  COATES (1993)
 PP0573
 PP0573                         *CURRENT SURVEY CONTROL
 PP0573  ___________________________________________________________________
 PP0573* NAD 83(1986)-  44 39 40.     (N)    093 00 24.     (W)     SCALED    
 PP0573* NAVD 88     -       259.433  (meters)     851.16   (feet)  ADJUSTED  
 PP0573  ___________________________________________________________________
 PP0573  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 PP0573  DYNAMIC HT  -         259.406 (meters)     851.07  (feet)  COMP
 PP0573  MODELED GRAV-     980,505.9   (mgal)                       NAVD 88
 PP0573
 PP0573  VERT ORDER  -  SECOND    CLASS 0
 PP0573
 PP0573.The horizontal coordinates were scaled from a topographic map and have
 PP0573.an estimated accuracy of +/- 6 seconds.
 PP0573
 PP0573.The orthometric height was determined by differential leveling
 PP0573.and adjusted by the National Geodetic Survey in June 1991..
 PP0573
 PP0573.The geoid height was determined by GEOID03.
 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     -   285,050.      878,770.      MT  (+/- 180 meters Scaled)
 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: 15TVK994453(NAD 83)
 PP0573_MARKER: DD = SURVEY DISK
 PP0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0573_SP_SET: BRIDGE
 PP0573_STAMPING: 1906-E 1972
 PP0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0573
 PP0573  HISTORY     - Date     Condition        Report By
 PP0573  HISTORY     - 1972     MONUMENTED       MNDT
 PP0573  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PP0573
 PP0573                          STATION DESCRIPTION
 PP0573
 PP0573'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0572 ***********************************************************************
 PP0572  DESIGNATION -  1906 E 1
 PP0572  PID         -  PP0572
 PP0572  STATE/COUNTY-  MN/DAKOTA
 PP0572  USGS QUAD   -  COATES (1993)
 PP0572
 PP0572                         *CURRENT SURVEY CONTROL
 PP0572  ___________________________________________________________________
 PP0572* NAD 83(1986)-  44 39 40.     (N)    093 00 25.     (W)     SCALED    
 PP0572* NAVD 88     -       259.557  (meters)     851.56   (feet)  ADJUSTED  
 PP0572  ___________________________________________________________________
 PP0572  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 PP0572  DYNAMIC HT  -         259.529 (meters)     851.47  (feet)  COMP
 PP0572  MODELED GRAV-     980,505.9   (mgal)                       NAVD 88
 PP0572
 PP0572  VERT ORDER  -  SECOND    CLASS 0
 PP0572
 PP0572.The horizontal coordinates were scaled from a topographic map and have
 PP0572.an estimated accuracy of +/- 6 seconds.
 PP0572
 PP0572.The orthometric height was determined by differential leveling
 PP0572.and adjusted by the National Geodetic Survey in June 1991..
 PP0572
 PP0572.The geoid height was determined by GEOID03.
 PP0572
 PP0572.The dynamic height is computed by dividing the NAVD 88
 PP0572.geopotential number by the normal gravity value computed on the
 PP0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0572.degrees latitude (g = 980.6199 gals.).
 PP0572
 PP0572.The modeled gravity was interpolated from observed gravity values.
 PP0572
 PP0572;                    North         East    Units  Estimated Accuracy
 PP0572;SPC MN S     -   285,050.      878,750.      MT  (+/- 180 meters Scaled)
 PP0572
 PP0572                          SUPERSEDED SURVEY CONTROL
 PP0572
 PP0572  NGVD 29 (??/??/92)  259.513  (m)          851.42   (f) ADJ UNCH    2 0
 PP0572
 PP0572.Superseded values are not recommended for survey control.
 PP0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0572.See file dsdata.txt to determine how the superseded data were derived.
 PP0572
 PP0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK994453(NAD 83)
 PP0572_MARKER: DD = SURVEY DISK
 PP0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0572_SP_SET: BRIDGE
 PP0572_STAMPING: 1906-E1 1947
 PP0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0572
 PP0572  HISTORY     - Date     Condition        Report By
 PP0572  HISTORY     - 1947     MONUMENTED       MNDT
 PP0572  HISTORY     - 1972     GOOD             MNDT
 PP0572  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PP0572
 PP0572                          STATION DESCRIPTION
 PP0572
 PP0572'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0572'0.5 MI E FROM EMPIRE.
 PP0572'MARK IS LOCATED 0.45 MILES EAST ALONG COUNTY ROAD 66 FROM THE JUNCTION
 PP0572'OF COUNTY ROAD 66 AND THE CHICAGO-GREAT WESTERN RAILROAD IN EMPIRE,
 PP0572'THENCE, 0.2 MILES NORTH ALONG T.H. 52, IN THE SOUTHEAST CORNER OF
 PP0572'BRIDGE NO. 6442, SOUTH BOUND T.H. 52 OVER THE VERMILLION RIVER AT T.H.
 PP0572'52 MILE POINT 110.0.  SE 1/4 SECTION 20, T 114, R 18. NOTE-- THIS MARK
 PP0572'IS ALSO 3.2 MILES NORTH ALONG T.H. 52 FROM THE JUNCTION OF T.H. 52 AND
 PP0572'COUNTY ROAD 47 IN HAMPTON, AND 4.0 MILES SOUTH ALONG T.H. 52 FROM THE
 PP0572'JUNCTION OF T.H. 52 AND COUNTY ROAD 48 IN COATES.
 PP0572
 PP0572                          STATION RECOVERY (2001)
 PP0572
 PP0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0572'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0574 ***********************************************************************
 PP0574  DESIGNATION -  1906 F
 PP0574  PID         -  PP0574
 PP0574  STATE/COUNTY-  MN/DAKOTA
 PP0574  USGS QUAD   -  COATES (1993)
 PP0574
 PP0574                         *CURRENT SURVEY CONTROL
 PP0574  ___________________________________________________________________
 PP0574* NAD 83(1986)-  44 40 24.     (N)    093 00 47.     (W)     SCALED    
 PP0574* NAVD 88     -       274.546  (meters)     900.74   (feet)  ADJUSTED  
 PP0574  ___________________________________________________________________
 PP0574  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 PP0574  DYNAMIC HT  -         274.519 (meters)     900.65  (feet)  COMP
 PP0574  MODELED GRAV-     980,511.5   (mgal)                       NAVD 88
 PP0574
 PP0574  VERT ORDER  -  SECOND    CLASS 0
 PP0574
 PP0574.The horizontal coordinates were scaled from a topographic map and have
 PP0574.an estimated accuracy of +/- 6 seconds.
 PP0574
 PP0574.The orthometric height was determined by differential leveling
 PP0574.and adjusted by the National Geodetic Survey in June 1991..
 PP0574
 PP0574.The geoid height was determined by GEOID03.
 PP0574
 PP0574.The dynamic height is computed by dividing the NAVD 88
 PP0574.geopotential number by the normal gravity value computed on the
 PP0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0574.degrees latitude (g = 980.6199 gals.).
 PP0574
 PP0574.The modeled gravity was interpolated from observed gravity values.
 PP0574
 PP0574;                    North         East    Units  Estimated Accuracy
 PP0574;SPC MN S     -   286,400.      878,250.      MT  (+/- 180 meters Scaled)
 PP0574
 PP0574                          SUPERSEDED SURVEY CONTROL
 PP0574
 PP0574  NGVD 29 (??/??/92)  274.501  (m)          900.59   (f) ADJ UNCH    2 0
 PP0574
 PP0574.Superseded values are not recommended for survey control.
 PP0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0574.See file dsdata.txt to determine how the superseded data were derived.
 PP0574
 PP0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK989466(NAD 83)
 PP0574_MARKER: DD = SURVEY DISK
 PP0574_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0574_SP_SET: MONUMENT
 PP0574_STAMPING: 1906-F 1972
 PP0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0574
 PP0574  HISTORY     - Date     Condition        Report By
 PP0574  HISTORY     - 1972     MONUMENTED       MNDT
 PP0574  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PP0574
 PP0574                          STATION DESCRIPTION
 PP0574
 PP0574'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0574'3.1 MI S FROM COATES.
 PP0574'MARK IS LOCATED 3.1 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0574'T.H. 52 AND COUNTY ROAD 48 IN COATES, 0.9 MILES NORTH OF THE
 PP0574'VERMILLION RIVER, 112 FEET EAST OF, AND 2 FEET LOWER THAN THE
 PP0574'CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT 110.9, 29.5 FEET SOUTH
 PP0574'OF THE CENTERLINE OF COUNTY ROAD 62, 4.4 FEET NORTHWEST OF A TELEPHONE
 PP0574'POLE, 1 FOOT EAST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST
 PP0574'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  NW 1/4 SECTION
 PP0574'20, T 114, R 18.
 PP0574
 PP0574                          STATION RECOVERY (1986)
 PP0574
 PP0574'RECOVERY NOTE BY US POWER SQUADRON 1986 (HF)
 PP0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0575 ***********************************************************************
 PP0575  DESIGNATION -  1906 G
 PP0575  PID         -  PP0575
 PP0575  STATE/COUNTY-  MN/DAKOTA
 PP0575  USGS QUAD   -  COATES (1993)
 PP0575
 PP0575                         *CURRENT SURVEY CONTROL
 PP0575  ___________________________________________________________________
 PP0575* NAD 83(1986)-  44 40 54.     (N)    093 01 02.     (W)     SCALED    
 PP0575* NAVD 88     -       273.129  (meters)     896.09   (feet)  ADJUSTED  
 PP0575  ___________________________________________________________________
 PP0575  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 PP0575  DYNAMIC HT  -         273.103 (meters)     896.01  (feet)  COMP
 PP0575  MODELED GRAV-     980,515.4   (mgal)                       NAVD 88
 PP0575
 PP0575  VERT ORDER  -  SECOND    CLASS 0
 PP0575
 PP0575.The horizontal coordinates were scaled from a topographic map and have
 PP0575.an estimated accuracy of +/- 6 seconds.
 PP0575
 PP0575.The orthometric height was determined by differential leveling
 PP0575.and adjusted by the National Geodetic Survey in June 1991..
 PP0575
 PP0575.The geoid height was determined by GEOID03.
 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     -   287,320.      877,910.      MT  (+/- 180 meters Scaled)
 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: 15TVK986475(NAD 83)
 PP0575_MARKER: DD = SURVEY DISK
 PP0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0575_SP_SET: CONCRETE INLET
 PP0575_STAMPING: 1906-G 1972
 PP0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0575
 PP0575  HISTORY     - Date     Condition        Report By
 PP0575  HISTORY     - 1972     MONUMENTED       MNDT
 PP0575  HISTORY     - 1986     GOOD             USPSQD
 PP0575  HISTORY     - 20010331 GOOD             NGS
 PP0575
 PP0575                          STATION DESCRIPTION
 PP0575
 PP0575'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0576 ***********************************************************************
 PP0576  DESIGNATION -  1906 H
 PP0576  PID         -  PP0576
 PP0576  STATE/COUNTY-  MN/DAKOTA
 PP0576  USGS QUAD   -  COATES (1993)
 PP0576
 PP0576                         *CURRENT SURVEY CONTROL
 PP0576  ___________________________________________________________________
 PP0576* NAD 83(1986)-  44 41 07.     (N)    093 01 07.     (W)     SCALED    
 PP0576* NAVD 88     -       279.344  (meters)     916.48   (feet)  ADJUSTED  
 PP0576  ___________________________________________________________________
 PP0576  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 PP0576  DYNAMIC HT  -         279.318 (meters)     916.40  (feet)  COMP
 PP0576  MODELED GRAV-     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
 PP0576.and adjusted by the National Geodetic Survey in June 1991..
 PP0576
 PP0576.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0576_SP_SET: MONUMENT
 PP0576_STAMPING: 1906-H 1972
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1471 ***********************************************************************
 PP1471  DESIGNATION -  1906 J
 PP1471  PID         -  PP1471
 PP1471  STATE/COUNTY-  MN/DAKOTA
 PP1471  USGS QUAD   -  COATES (1993)
 PP1471
 PP1471                         *CURRENT SURVEY CONTROL
 PP1471  ___________________________________________________________________
 PP1471* NAD 83(1986)-  44 41 54.     (N)    093 01 31.     (W)     SCALED    
 PP1471* NAVD 88     -       279.968  (meters)     918.53   (feet)  ADJUSTED  
 PP1471  ___________________________________________________________________
 PP1471  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 PP1471  DYNAMIC HT  -         279.944 (meters)     918.45  (feet)  COMP
 PP1471  MODELED GRAV-     980,523.4   (mgal)                       NAVD 88
 PP1471
 PP1471  VERT ORDER  -  SECOND    CLASS 0
 PP1471
 PP1471.The horizontal coordinates were scaled from a topographic map and have
 PP1471.an estimated accuracy of +/- 6 seconds.
 PP1471
 PP1471.The orthometric height was determined by differential leveling
 PP1471.and adjusted by the National Geodetic Survey in June 1991..
 PP1471
 PP1471.The geoid height was determined by GEOID03.
 PP1471
 PP1471.The dynamic height is computed by dividing the NAVD 88
 PP1471.geopotential number by the normal gravity value computed on the
 PP1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1471.degrees latitude (g = 980.6199 gals.).
 PP1471
 PP1471.The modeled gravity was interpolated from observed gravity values.
 PP1471
 PP1471;                    North         East    Units  Estimated Accuracy
 PP1471;SPC MN S     -   289,170.      877,250.      MT  (+/- 180 meters Scaled)
 PP1471
 PP1471                          SUPERSEDED SURVEY CONTROL
 PP1471
 PP1471  NGVD 29 (??/??/92)  279.921  (m)          918.37   (f) ADJ UNCH    2 0
 PP1471
 PP1471.Superseded values are not recommended for survey control.
 PP1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1471.See file dsdata.txt to determine how the superseded data were derived.
 PP1471
 PP1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK979494(NAD 83)
 PP1471_MARKER: DD = SURVEY DISK
 PP1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1471_STAMPING: 1906-J 1972
 PP1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1471+STABILITY: SURFACE MOTION
 PP1471
 PP1471  HISTORY     - Date     Condition        Report By
 PP1471  HISTORY     - 1972     MONUMENTED       MNDT
 PP1471  HISTORY     - 20010915 MARK NOT FOUND   USPSQD
 PP1471
 PP1471                          STATION DESCRIPTION
 PP1471
 PP1471'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1471'1.3 MI S FROM COATES.
 PP1471'MARK IS LOCATED 1.3 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP1471'T.H. 52 AND COUNTY ROAD 48 IN COATES, 0.3 MILES SOUTH OF 170TH STREET,
 PP1471'0.05 MILES NORTH OF A PIPELINE CROSSING, 51.8 FEET EAST OF, AND 1 FOOT
 PP1471'LOWER THAN THE CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT 112.7,
 PP1471'1.2 FEET SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 PP1471'MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 7, T 114, R 18.
 PP1471
 PP1471                          STATION RECOVERY (2001)
 PP1471
 PP1471'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP1471'WITNESS POST IS MISSING DUE TO AGRICULTURAL ACTIVITY - SUSPECT MARK IS
 PP1471'BURIED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1472 ***********************************************************************
 PP1472  DESIGNATION -  1906 K
 PP1472  PID         -  PP1472
 PP1472  STATE/COUNTY-  MN/DAKOTA
 PP1472  USGS QUAD   -  COATES (1993)
 PP1472
 PP1472                         *CURRENT SURVEY CONTROL
 PP1472  ___________________________________________________________________
 PP1472* NAD 83(1986)-  44 42 43.     (N)    093 01 58.     (W)     SCALED    
 PP1472* NAVD 88     -       280.517  (meters)     920.33   (feet)  ADJUSTED  
 PP1472  ___________________________________________________________________
 PP1472  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 PP1472  DYNAMIC HT  -         280.495 (meters)     920.26  (feet)  COMP
 PP1472  MODELED GRAV-     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
 PP1472.and adjusted by the National Geodetic Survey in June 1991..
 PP1472
 PP1472.The geoid height was determined by GEOID03.
 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     -   290,670.      876,640.      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: 15TVK974509(NAD 83)
 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_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 - September 15, 2001
 PP1472
 PP1472  HISTORY     - Date     Condition        Report By
 PP1472  HISTORY     - 1972     MONUMENTED       MNDT
 PP1472  HISTORY     - 20010915 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1475 ***********************************************************************
 PP1475  DESIGNATION -  1906 L
 PP1475  PID         -  PP1475
 PP1475  STATE/COUNTY-  MN/DAKOTA
 PP1475  USGS QUAD   -  COATES (1993)
 PP1475
 PP1475                         *CURRENT SURVEY CONTROL
 PP1475  ___________________________________________________________________
 PP1475* NAD 83(1996)-  44 43 32.75286(N)    093 02 04.75201(W)     ADJUSTED  
 PP1475* NAVD 88     -       281.237  (meters)     922.69   (feet)  ADJUSTED  
 PP1475  ___________________________________________________________________
 PP1475  X           -    -240,308.568 (meters)                     COMP
 PP1475  Y           -  -4,532,903.069 (meters)                     COMP
 PP1475  Z           -   4,465,925.574 (meters)                     COMP
 PP1475  LAPLACE CORR-          -9.94  (seconds)                    DEFLEC99
 PP1475  ELLIP HEIGHT-         253.09  (meters)          (01/15/97) GPS OBS
 PP1475  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 PP1475  DYNAMIC HT  -         281.217 (meters)     922.63  (feet)  COMP
 PP1475  MODELED GRAV-     980,536.8   (mgal)                       NAVD 88
 PP1475
 PP1475  HORZ ORDER  -  FIRST
 PP1475  VERT ORDER  -  SECOND    CLASS 0
 PP1475  ELLP ORDER  -  FOURTH    CLASS II
 PP1475
 PP1475.The horizontal coordinates were established by GPS observations
 PP1475.and adjusted by the National Geodetic Survey in January 1997..
 PP1475.No horizontal observational check was made to the station.
 PP1475
 PP1475.The orthometric height was determined by differential leveling
 PP1475.and adjusted by the National Geodetic Survey in June 1991..
 PP1475
 PP1475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1475
 PP1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1475
 PP1475.The ellipsoidal height was determined by GPS observations
 PP1475.and is referenced to NAD 83.
 PP1475
 PP1475.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1475;SPC MN S     -   292,204.534   876,469.579   MT  0.99992968   +0 40 35.9
 PP1475;UTM  15      - 4,952,487.651   497,255.790   MT  0.99960009   -0 01 27.8
 PP1475
 PP1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1475!SPC MN S     -   0.99996032  x   0.99992968  =   0.99989000
 PP1475!UTM  15      -   0.99996032  x   0.99960009  =   0.99956043
 PP1475
 PP1475                          SUPERSEDED SURVEY CONTROL
 PP1475
 PP1475  NAD 83(1986)-  44 43 32.74480(N)    093 02 04.74625(W) AD(       ) 2
 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: 15TVK9725652488(NAD 83)
 PP1475_MARKER: DB = BENCH MARK DISK
 PP1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1475_STAMPING: 1906 L 1972
 PP1475_MARK LOGO: MNDT  
 PP1475_PROJECTION: FLUSH
 PP1475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1475+STABILITY: SURFACE MOTION
 PP1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1475+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2001
 PP1475
 PP1475  HISTORY     - Date     Condition        Report By
 PP1475  HISTORY     - 1972     MONUMENTED       MNDT
 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
 PP1475                          STATION DESCRIPTION
 PP1475
 PP1475'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1476 ***********************************************************************
 PP1476  DESIGNATION -  1906 M
 PP1476  PID         -  PP1476
 PP1476  STATE/COUNTY-  MN/DAKOTA
 PP1476  USGS QUAD   -  COATES (1993)
 PP1476
 PP1476                         *CURRENT SURVEY CONTROL
 PP1476  ___________________________________________________________________
 PP1476* NAD 83(1986)-  44 44 19.     (N)    093 02 05.     (W)     SCALED    
 PP1476* NAVD 88     -       272.485  (meters)     893.98   (feet)  ADJUSTED  
 PP1476  ___________________________________________________________________
 PP1476  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 PP1476  DYNAMIC HT  -         272.466 (meters)     893.92  (feet)  COMP
 PP1476  MODELED GRAV-     980,541.2   (mgal)                       NAVD 88
 PP1476
 PP1476  VERT ORDER  -  SECOND    CLASS I
 PP1476
 PP1476.The horizontal coordinates were scaled from a topographic map and have
 PP1476.an estimated accuracy of +/- 6 seconds.
 PP1476
 PP1476.The orthometric height was determined by differential leveling
 PP1476.and adjusted by the National Geodetic Survey in June 1991..
 PP1476
 PP1476.The geoid height was determined by GEOID03.
 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     -   293,630.      876,450.      MT  (+/- 180 meters Scaled)
 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: 15TVK972539(NAD 83)
 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: MNDT  
 PP1476_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1476+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 PP1476
 PP1476  HISTORY     - Date     Condition        Report By
 PP1476  HISTORY     - 1972     MONUMENTED       MNDT
 PP1476  HISTORY     - 19971211 GOOD             MNDT
 PP1476  HISTORY     - 20010915 GOOD             USPSQD
 PP1476  HISTORY     - 20020130 GOOD             MNDT
 PP1476  HISTORY     - 20040919 GOOD             USPSQD
 PP1476
 PP1476                          STATION DESCRIPTION
 PP1476
 PP1476'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8628 ***********************************************************************
 DE8628  DESIGNATION -  1906 N
 DE8628  PID         -  DE8628
 DE8628  STATE/COUNTY-  MN/DAKOTA
 DE8628  USGS QUAD   -  COATES (1993)
 DE8628
 DE8628                         *CURRENT SURVEY CONTROL
 DE8628  ___________________________________________________________________
 DE8628* NAD 83(1986)-  44 44 19.     (N)    093 02 06.     (W)     SCALED    
 DE8628* NAVD 88     -       272.482  (meters)     893.97   (feet)  ADJUSTED  
 DE8628  ___________________________________________________________________
 DE8628  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DE8628  DYNAMIC HT  -         272.464 (meters)     893.91  (feet)  COMP
 DE8628  MODELED GRAV-     980,541.2   (mgal)                       NAVD 88
 DE8628
 DE8628  VERT ORDER  -  SECOND    CLASS I
 DE8628
 DE8628.The horizontal coordinates were scaled from a topographic map and have
 DE8628.an estimated accuracy of +/- 6 seconds.
 DE8628
 DE8628.The orthometric height was determined by differential leveling
 DE8628.and adjusted by the National Geodetic Survey in August 2004..
 DE8628
 DE8628.The geoid height was determined by GEOID03.
 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     -   293,630.      876,430.      MT  (+/- 180 meters Scaled)
 DE8628
 DE8628                          SUPERSEDED SURVEY CONTROL
 DE8628
 DE8628.No superseded survey control is available for this station.
 DE8628
 DE8628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK972539(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 DE8628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8628+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2002
 DE8628
 DE8628  HISTORY     - Date     Condition        Report By
 DE8628  HISTORY     - 1962     MONUMENTED       MNDT
 DE8628  HISTORY     - 19971126 GOOD             MNDT
 DE8628  HISTORY     - 20020221 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9118 ***********************************************************************
 DE9118  DESIGNATION -  1906 N 1
 DE9118  PID         -  DE9118
 DE9118  STATE/COUNTY-  MN/DAKOTA
 DE9118  USGS QUAD   -  COATES (1993)
 DE9118
 DE9118                         *CURRENT SURVEY CONTROL
 DE9118  ___________________________________________________________________
 DE9118* NAD 83(1986)-  44 44 21.     (N)    093 03 16.     (W)     SCALED    
 DE9118* NAVD 88     -       289.798  (meters)     950.78   (feet)  ADJUSTED  
 DE9118  ___________________________________________________________________
 DE9118  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DE9118  DYNAMIC HT  -         289.778 (meters)     950.71  (feet)  COMP
 DE9118  MODELED GRAV-     980,541.5   (mgal)                       NAVD 88
 DE9118
 DE9118  VERT ORDER  -  SECOND    CLASS I
 DE9118
 DE9118.The horizontal coordinates were scaled from a topographic map and have
 DE9118.an estimated accuracy of +/- 6 seconds.
 DE9118
 DE9118.The orthometric height was determined by differential leveling
 DE9118.and adjusted by the National Geodetic Survey in August 2004..
 DE9118
 DE9118.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DE9118;SPC MN S     -   293,680.      874,890.      MT  (+/- 180 meters Scaled)
 DE9118
 DE9118                          SUPERSEDED SURVEY CONTROL
 DE9118
 DE9118.No superseded survey control is available for this station.
 DE9118
 DE9118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK956539(NAD 83)
 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 5 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 - 1997
 DE9118_ROD/PIPE-DEPTH:  9.1 meters
 DE9118
 DE9118  HISTORY     - Date     Condition        Report By
 DE9118  HISTORY     - 1997     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9117 ***********************************************************************
 DE9117  DESIGNATION -  1906 N 2
 DE9117  PID         -  DE9117
 DE9117  STATE/COUNTY-  MN/DAKOTA
 DE9117  USGS QUAD   -  COATES (1993)
 DE9117
 DE9117                         *CURRENT SURVEY CONTROL
 DE9117  ___________________________________________________________________
 DE9117* NAD 83(1986)-  44 44 19.     (N)    093 04 28.     (W)     SCALED    
 DE9117* NAVD 88     -       285.626  (meters)     937.09   (feet)  ADJUSTED  
 DE9117  ___________________________________________________________________
 DE9117  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DE9117  DYNAMIC HT  -         285.606 (meters)     937.03  (feet)  COMP
 DE9117  MODELED GRAV-     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
 DE9117.and adjusted by the National Geodetic Survey in August 2004..
 DE9117
 DE9117.The geoid height was determined by GEOID03.
 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.No superseded survey control is available for this station.
 DE9117
 DE9117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK941539(NAD 83)
 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 - 1997
 DE9117_ROD/PIPE-DEPTH: 12.2 meters
 DE9117
 DE9117  HISTORY     - Date     Condition        Report By
 DE9117  HISTORY     - 1997     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9116 ***********************************************************************
 DE9116  DESIGNATION -  1906 N 3
 DE9116  PID         -  DE9116
 DE9116  STATE/COUNTY-  MN/DAKOTA
 DE9116  USGS QUAD   -  COATES (1993)
 DE9116
 DE9116                         *CURRENT SURVEY CONTROL
 DE9116  ___________________________________________________________________
 DE9116* NAD 83(1986)-  44 44 21.     (N)    093 05 43.     (W)     SCALED    
 DE9116* NAVD 88     -       284.389  (meters)     933.03   (feet)  ADJUSTED  
 DE9116  ___________________________________________________________________
 DE9116  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DE9116  DYNAMIC HT  -         284.370 (meters)     932.97  (feet)  COMP
 DE9116  MODELED GRAV-     980,539.6   (mgal)                       NAVD 88
 DE9116
 DE9116  VERT ORDER  -  SECOND    CLASS I
 DE9116
 DE9116.The horizontal coordinates were scaled from a topographic map and have
 DE9116.an estimated accuracy of +/- 6 seconds.
 DE9116
 DE9116.The orthometric height was determined by differential leveling
 DE9116.and adjusted by the National Geodetic Survey in August 2004..
 DE9116
 DE9116.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DE9116;SPC MN S     -   293,640.      871,650.      MT  (+/- 180 meters Scaled)
 DE9116
 DE9116                          SUPERSEDED SURVEY CONTROL
 DE9116
 DE9116.No superseded survey control is available for this station.
 DE9116
 DE9116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK924539(NAD 83)
 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: FLUSH
 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 - 1997
 DE9116_ROD/PIPE-DEPTH: 12.2 meters
 DE9116
 DE9116  HISTORY     - Date     Condition        Report By
 DE9116  HISTORY     - 1997     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9115 ***********************************************************************
 DE9115  DESIGNATION -  1906 N 4
 DE9115  PID         -  DE9115
 DE9115  STATE/COUNTY-  MN/DAKOTA
 DE9115  USGS QUAD   -  COATES (1993)
 DE9115
 DE9115                         *CURRENT SURVEY CONTROL
 DE9115  ___________________________________________________________________
 DE9115* NAD 83(1986)-  44 43 58.     (N)    093 06 50.     (W)     SCALED    
 DE9115* NAVD 88     -       290.650  (meters)     953.57   (feet)  ADJUSTED  
 DE9115  ___________________________________________________________________
 DE9115  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DE9115  DYNAMIC HT  -         290.629 (meters)     953.51  (feet)  COMP
 DE9115  MODELED GRAV-     980,536.5   (mgal)                       NAVD 88
 DE9115
 DE9115  VERT ORDER  -  SECOND    CLASS I
 DE9115
 DE9115.The horizontal coordinates were scaled from a topographic map and have
 DE9115.an estimated accuracy of +/- 6 seconds.
 DE9115
 DE9115.The orthometric height was determined by differential leveling
 DE9115.and adjusted by the National Geodetic Survey in August 2004..
 DE9115
 DE9115.The geoid height was determined by GEOID03.
 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     -   292,910.      870,190.      MT  (+/- 180 meters Scaled)
 DE9115
 DE9115                          SUPERSEDED SURVEY CONTROL
 DE9115
 DE9115.No superseded survey control is available for this station.
 DE9115
 DE9115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK909532(NAD 83)
 DE9115_MARKER: DD = SURVEY DISK
 DE9115_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DE9115+WITH SETTING: PAVEMENT
 DE9115_SP_SET: POLE BASE
 DE9115_STAMPING: 1906 N 4 1997
 DE9115_MARK LOGO: MNDT  
 DE9115_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9115+STABILITY: SURFACE MOTION
 DE9115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9115+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9115
 DE9115  HISTORY     - Date     Condition        Report By
 DE9115  HISTORY     - 1997     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1326 ***********************************************************************
 PP1326  DESIGNATION -  1906 Y
 PP1326  PID         -  PP1326
 PP1326  STATE/COUNTY-  MN/DAKOTA
 PP1326  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1326
 PP1326                         *CURRENT SURVEY CONTROL
 PP1326  ___________________________________________________________________
 PP1326* NAD 83(1986)-  44 45 12.     (N)    093 02 01.     (W)     SCALED    
 PP1326* NAVD 88     -       277.759  (meters)     911.28   (feet)  ADJUSTED  
 PP1326  ___________________________________________________________________
 PP1326  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 PP1326  DYNAMIC HT  -         277.741 (meters)     911.22  (feet)  COMP
 PP1326  MODELED GRAV-     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
 PP1326.and adjusted by the National Geodetic Survey in August 2004..
 PP1326
 PP1326.The geoid height was determined by GEOID03.
 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.      876,520.      MT  (+/- 180 meters Scaled)
 PP1326
 PP1326                          SUPERSEDED SURVEY CONTROL
 PP1326
 PP1326  NAVD 88 (06/15/91)  277.771  (m)          911.32   (f) UNKNOWN     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_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: MNDT  
 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 - January 30, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1327 ***********************************************************************
 PP1327  DESIGNATION -  1906 Z
 PP1327  PID         -  PP1327
 PP1327  STATE/COUNTY-  MN/DAKOTA
 PP1327  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1327
 PP1327                         *CURRENT SURVEY CONTROL
 PP1327  ___________________________________________________________________
 PP1327* NAD 83(1986)-  44 45 38.     (N)    093 02 04.     (W)     SCALED    
 PP1327* NAVD 88     -       273.571  (meters)     897.54   (feet)  ADJUSTED  
 PP1327  ___________________________________________________________________
 PP1327  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 PP1327  DYNAMIC HT  -         273.555 (meters)     897.49  (feet)  COMP
 PP1327  MODELED GRAV-     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
 PP1327.and adjusted by the National Geodetic Survey in June 1991..
 PP1327
 PP1327.The geoid height was determined by GEOID03.
 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.      876,440.      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_MARKER: DD = SURVEY DISK
 PP1327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1327_SP_SET: CULVERT
 PP1327_STAMPING: 1906-Z 1970
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1317 ***********************************************************************
 PP1317  DESIGNATION -  1907 A
 PP1317  PID         -  PP1317
 PP1317  STATE/COUNTY-  MN/DAKOTA
 PP1317  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1317
 PP1317                         *CURRENT SURVEY CONTROL
 PP1317  ___________________________________________________________________
 PP1317* NAD 83(1986)-  44 50 00.     (N)    093 04 58.     (W)     SCALED    
 PP1317* NAVD 88     -       266.735  (meters)     875.11   (feet)  ADJUSTED  
 PP1317  ___________________________________________________________________
 PP1317  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 PP1317  DYNAMIC HT  -         266.726 (meters)     875.08  (feet)  COMP
 PP1317  MODELED GRAV-     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
 PP1317.and adjusted by the National Geodetic Survey in June 1991..
 PP1317
 PP1317.The geoid height was determined by GEOID03.
 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_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_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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8630 ***********************************************************************
 DE8630  DESIGNATION -  1907 AA
 DE8630  PID         -  DE8630
 DE8630  STATE/COUNTY-  MN/DAKOTA
 DE8630  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8630
 DE8630                         *CURRENT SURVEY CONTROL
 DE8630  ___________________________________________________________________
 DE8630* NAD 83(1986)-  44 47 08.     (N)    093 02 03.     (W)     SCALED    
 DE8630* NAVD 88     -       285.050  (meters)     935.20   (feet)  ADJUSTED  
 DE8630  ___________________________________________________________________
 DE8630  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DE8630  DYNAMIC HT  -         285.035 (meters)     935.15  (feet)  COMP
 DE8630  MODELED GRAV-     980,558.2   (mgal)                       NAVD 88
 DE8630
 DE8630  VERT ORDER  -  SECOND    CLASS I
 DE8630
 DE8630.The horizontal coordinates were scaled from a topographic map and have
 DE8630.an estimated accuracy of +/- 6 seconds.
 DE8630
 DE8630.The orthometric height was determined by differential leveling
 DE8630.and adjusted by the National Geodetic Survey in August 2004..
 DE8630
 DE8630.The geoid height was determined by GEOID03.
 DE8630
 DE8630.The dynamic height is computed by dividing the NAVD 88
 DE8630.geopotential number by the normal gravity value computed on the
 DE8630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8630.degrees latitude (g = 980.6199 gals.).
 DE8630
 DE8630.The modeled gravity was interpolated from observed gravity values.
 DE8630
 DE8630;                    North         East    Units  Estimated Accuracy
 DE8630;SPC MN S     -   298,850.      876,430.      MT  (+/- 180 meters Scaled)
 DE8630
 DE8630                          SUPERSEDED SURVEY CONTROL
 DE8630
 DE8630.No superseded survey control is available for this station.
 DE8630
 DE8630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK972591(NAD 83)
 DE8630_MARKER: DD = SURVEY DISK
 DE8630_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8630_STAMPING: 1907 AA 1997
 DE8630_MARK LOGO: MNDT  
 DE8630_PROJECTION: FLUSH
 DE8630_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8630+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 DE8630_ROD/PIPE-DEPTH: 10.7 meters
 DE8630
 DE8630  HISTORY     - Date     Condition        Report By
 DE8630  HISTORY     - 1997     MONUMENTED       MNDT
 DE8630  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 DE8630  HISTORY     - 20051129 GOOD             USPSQD
 DE8630
 DE8630                          STATION DESCRIPTION
 DE8630
 DE8630'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8630'THE MARK IS 0.50 MI (0.80 KM) NORTH OF PINE BEND, 0.40 MI (0.64 KM)
 DE8630'NORTH ALONG TH 52 FROM JCT OF TH 52 AND 117TH STREET IN PINE BEND, AT
 DE8630'TH 52 MP 118.85, 66.5 FT (20.3 M) EAST OF NB 55, 111.4 FT (34.0 M) SW
 DE8630'OF HIGH TENSION P-POLE, 72.9 FT (22.2 M) SOUTH OF TEL PEDESTAL, 54.5
 DE8630'FT (16.6 M) WEST OF TRAIL, 148.4 FT (45.2 M) SW OF BILLBOARD SIGN
 DE8630'POST, 194.0 FT (59.1 M) NNW OF HIGH TENSION P-POLE, 2.3 FT (0.7 M)
 DE8630'SOUTH OF WITNESS POST.
 DE8630
 DE8630                          STATION RECOVERY (2004)
 DE8630
 DE8630'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8630'MARK NOT FOUND, WITNESS POST PRESENT AND ROD BENT OVER, BUR NO DISC.
 DE8630'SPSPS RT.
 DE8630
 DE8630                          STATION RECOVERY (2005)
 DE8630
 DE8630'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8631 ***********************************************************************
 DE8631  DESIGNATION -  1907 AB
 DE8631  PID         -  DE8631
 DE8631  STATE/COUNTY-  MN/DAKOTA
 DE8631  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8631
 DE8631                         *CURRENT SURVEY CONTROL
 DE8631  ___________________________________________________________________
 DE8631* NAD 83(1986)-  44 47 47.     (N)    093 02 17.     (W)     SCALED    
 DE8631* NAVD 88     -       272.870  (meters)     895.24   (feet)  ADJUSTED  
 DE8631  ___________________________________________________________________
 DE8631  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DE8631  DYNAMIC HT  -         272.858 (meters)     895.20  (feet)  COMP
 DE8631  MODELED GRAV-     980,562.5   (mgal)                       NAVD 88
 DE8631
 DE8631  VERT ORDER  -  SECOND    CLASS I
 DE8631
 DE8631.The horizontal coordinates were scaled from a topographic map and have
 DE8631.an estimated accuracy of +/- 6 seconds.
 DE8631
 DE8631.The orthometric height was determined by differential leveling
 DE8631.and adjusted by the National Geodetic Survey in August 2004..
 DE8631
 DE8631.The geoid height was determined by GEOID03.
 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     -   300,050.      876,110.      MT  (+/- 180 meters Scaled)
 DE8631
 DE8631                          SUPERSEDED SURVEY CONTROL
 DE8631
 DE8631.No superseded survey control is available for this station.
 DE8631
 DE8631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK969603(NAD 83)
 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 SUITABLE FOR
 DE8631+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 DE8631
 DE8631  HISTORY     - Date     Condition        Report By
 DE8631  HISTORY     - 1978     MONUMENTED       MNDT
 DE8631  HISTORY     - 19971126 GOOD             MNDT
 DE8631  HISTORY     - 20040918 GOOD             USPSQD
 DE8631  HISTORY     - 20051130 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8632 ***********************************************************************
 DE8632  DESIGNATION -  1907 AC
 DE8632  PID         -  DE8632
 DE8632  STATE/COUNTY-  MN/DAKOTA
 DE8632  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8632
 DE8632                         *CURRENT SURVEY CONTROL
 DE8632  ___________________________________________________________________
 DE8632* NAD 83(1986)-  44 48 06.     (N)    093 02 21.     (W)     SCALED    
 DE8632* NAVD 88     -       274.673  (meters)     901.16   (feet)  ADJUSTED  
 DE8632  ___________________________________________________________________
 DE8632  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DE8632  DYNAMIC HT  -         274.661 (meters)     901.12  (feet)  COMP
 DE8632  MODELED GRAV-     980,564.6   (mgal)                       NAVD 88
 DE8632
 DE8632  VERT ORDER  -  SECOND    CLASS I
 DE8632
 DE8632.The horizontal coordinates were scaled from a topographic map and have
 DE8632.an estimated accuracy of +/- 6 seconds.
 DE8632
 DE8632.The orthometric height was determined by differential leveling
 DE8632.and adjusted by the National Geodetic Survey in August 2004..
 DE8632
 DE8632.The geoid height was determined by GEOID03.
 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     -   300,630.      876,010.      MT  (+/- 180 meters Scaled)
 DE8632
 DE8632                          SUPERSEDED SURVEY CONTROL
 DE8632
 DE8632.No superseded survey control is available for this station.
 DE8632
 DE8632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK969609(NAD 83)
 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 SUITABLE FOR
 DE8632+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8633 ***********************************************************************
 DE8633  DESIGNATION -  1907 AD
 DE8633  PID         -  DE8633
 DE8633  STATE/COUNTY-  MN/DAKOTA
 DE8633  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8633
 DE8633                         *CURRENT SURVEY CONTROL
 DE8633  ___________________________________________________________________
 DE8633* NAD 83(1986)-  44 48 56.     (N)    093 02 39.     (W)     SCALED    
 DE8633* NAVD 88     -       288.125  (meters)     945.29   (feet)  ADJUSTED  
 DE8633  ___________________________________________________________________
 DE8633  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DE8633  DYNAMIC HT  -         288.114 (meters)     945.25  (feet)  COMP
 DE8633  MODELED GRAV-     980,569.9   (mgal)                       NAVD 88
 DE8633
 DE8633  VERT ORDER  -  SECOND    CLASS I
 DE8633
 DE8633.The horizontal coordinates were scaled from a topographic map and have
 DE8633.an estimated accuracy of +/- 6 seconds.
 DE8633
 DE8633.The orthometric height was determined by differential leveling
 DE8633.and adjusted by the National Geodetic Survey in August 2004..
 DE8633
 DE8633.The geoid height was determined by GEOID03.
 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     -   302,170.      875,600.      MT  (+/- 180 meters Scaled)
 DE8633
 DE8633                          SUPERSEDED SURVEY CONTROL
 DE8633
 DE8633.No superseded survey control is available for this station.
 DE8633
 DE8633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK965624(NAD 83)
 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 SUITABLE FOR
 DE8633+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8634 ***********************************************************************
 DE8634  DESIGNATION -  1907 AE
 DE8634  PID         -  DE8634
 DE8634  STATE/COUNTY-  MN/DAKOTA
 DE8634  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8634
 DE8634                         *CURRENT SURVEY CONTROL
 DE8634  ___________________________________________________________________
 DE8634* NAD 83(1986)-  44 48 56.     (N)    093 02 40.     (W)     SCALED    
 DE8634* NAVD 88     -       288.150  (meters)     945.37   (feet)  ADJUSTED  
 DE8634  ___________________________________________________________________
 DE8634  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DE8634  DYNAMIC HT  -         288.139 (meters)     945.34  (feet)  COMP
 DE8634  MODELED GRAV-     980,569.9   (mgal)                       NAVD 88
 DE8634
 DE8634  VERT ORDER  -  SECOND    CLASS I
 DE8634
 DE8634.The horizontal coordinates were scaled from a topographic map and have
 DE8634.an estimated accuracy of +/- 6 seconds.
 DE8634
 DE8634.The orthometric height was determined by differential leveling
 DE8634.and adjusted by the National Geodetic Survey in August 2004..
 DE8634
 DE8634.The geoid height was determined by GEOID03.
 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     -   302,170.      875,580.      MT  (+/- 180 meters Scaled)
 DE8634
 DE8634                          SUPERSEDED SURVEY CONTROL
 DE8634
 DE8634.No superseded survey control is available for this station.
 DE8634
 DE8634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK964624(NAD 83)
 DE8634_MARKER: DD = SURVEY DISK
 DE8634_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8634_SP_SET: BRIDGE ABUTMENT
 DE8634_STAMPING: 1907 AE 1997
 DE8634_MARK LOGO: MNDT  
 DE8634_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8634+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8635 ***********************************************************************
 DE8635  DESIGNATION -  1907 AF
 DE8635  PID         -  DE8635
 DE8635  STATE/COUNTY-  MN/CARVER
 DE8635  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8635
 DE8635                         *CURRENT SURVEY CONTROL
 DE8635  ___________________________________________________________________
 DE8635* NAD 83(1986)-  44 49 24.     (N)    093 03 24.     (W)     SCALED    
 DE8635* NAVD 88     -       287.726  (meters)     943.98   (feet)  ADJUSTED  
 DE8635  ___________________________________________________________________
 DE8635  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DE8635  DYNAMIC HT  -         287.715 (meters)     943.95  (feet)  COMP
 DE8635  MODELED GRAV-     980,572.3   (mgal)                       NAVD 88
 DE8635
 DE8635  VERT ORDER  -  SECOND    CLASS I
 DE8635
 DE8635.The horizontal coordinates were scaled from a topographic map and have
 DE8635.an estimated accuracy of +/- 6 seconds.
 DE8635
 DE8635.The orthometric height was determined by differential leveling
 DE8635.and adjusted by the National Geodetic Survey in August 2004..
 DE8635
 DE8635.The geoid height was determined by GEOID03.
 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     -   303,030.      874,600.      MT  (+/- 180 meters Scaled)
 DE8635
 DE8635                          SUPERSEDED SURVEY CONTROL
 DE8635
 DE8635.No superseded survey control is available for this station.
 DE8635
 DE8635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK955633(NAD 83)
 DE8635_MARKER: DD = SURVEY 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 SUITABLE FOR
 DE8635+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8636 ***********************************************************************
 DE8636  DESIGNATION -  1907 AG
 DE8636  PID         -  DE8636
 DE8636  STATE/COUNTY-  MN/DAKOTA
 DE8636  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8636
 DE8636                         *CURRENT SURVEY CONTROL
 DE8636  ___________________________________________________________________
 DE8636* NAD 83(1986)-  44 49 24.     (N)    093 03 25.     (W)     SCALED    
 DE8636* NAVD 88     -       288.076  (meters)     945.13   (feet)  ADJUSTED  
 DE8636  ___________________________________________________________________
 DE8636  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DE8636  DYNAMIC HT  -         288.066 (meters)     945.10  (feet)  COMP
 DE8636  MODELED GRAV-     980,572.3   (mgal)                       NAVD 88
 DE8636
 DE8636  VERT ORDER  -  SECOND    CLASS I
 DE8636
 DE8636.The horizontal coordinates were scaled from a topographic map and have
 DE8636.an estimated accuracy of +/- 6 seconds.
 DE8636
 DE8636.The orthometric height was determined by differential leveling
 DE8636.and adjusted by the National Geodetic Survey in August 2004..
 DE8636
 DE8636.The geoid height was determined by GEOID03.
 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     -   303,030.      874,580.      MT  (+/- 180 meters Scaled)
 DE8636
 DE8636                          SUPERSEDED SURVEY CONTROL
 DE8636
 DE8636.No superseded survey control is available for this station.
 DE8636
 DE8636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK954633(NAD 83)
 DE8636_MARKER: DD = SURVEY 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 SUITABLE FOR
 DE8636+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8637 ***********************************************************************
 DE8637  DESIGNATION -  1907 AH
 DE8637  PID         -  DE8637
 DE8637  STATE/COUNTY-  MN/DAKOTA
 DE8637  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8637
 DE8637                         *CURRENT SURVEY CONTROL
 DE8637  ___________________________________________________________________
 DE8637* NAD 83(1986)-  44 49 28.     (N)    093 03 36.     (W)     SCALED    
 DE8637* NAVD 88     -       292.460  (meters)     959.51   (feet)  ADJUSTED  
 DE8637  ___________________________________________________________________
 DE8637  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DE8637  DYNAMIC HT  -         292.450 (meters)     959.48  (feet)  COMP
 DE8637  MODELED GRAV-     980,572.5   (mgal)                       NAVD 88
 DE8637
 DE8637  VERT ORDER  -  SECOND    CLASS I
 DE8637
 DE8637.The horizontal coordinates were scaled from a topographic map and have
 DE8637.an estimated accuracy of +/- 6 seconds.
 DE8637
 DE8637.The orthometric height was determined by differential leveling
 DE8637.and adjusted by the National Geodetic Survey in August 2004..
 DE8637
 DE8637.The geoid height was determined by GEOID03.
 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     -   303,150.      874,340.      MT  (+/- 180 meters Scaled)
 DE8637
 DE8637                          SUPERSEDED SURVEY CONTROL
 DE8637
 DE8637.No superseded survey control is available for this station.
 DE8637
 DE8637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK952634(NAD 83)
 DE8637_MARKER: DD = SURVEY 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 SUITABLE FOR
 DE8637+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 DE8637
 DE8637  HISTORY     - Date     Condition        Report By
 DE8637  HISTORY     - 1997     MONUMENTED       MNDT
 DE8637  HISTORY     - 19971126 GOOD             MNDT
 DE8637  HISTORY     - 20040918 GOOD             USPSQD
 DE8637  HISTORY     - 20051130 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1318 ***********************************************************************
 PP1318  DESIGNATION -  1907 B
 PP1318  PID         -  PP1318
 PP1318  STATE/COUNTY-  MN/DAKOTA
 PP1318  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1318
 PP1318                         *CURRENT SURVEY CONTROL
 PP1318  ___________________________________________________________________
 PP1318* NAD 83(1986)-  44 49 52.     (N)    093 04 22.     (W)     SCALED    
 PP1318* NAVD 88     -       280.712  (meters)     920.97   (feet)  ADJUSTED  
 PP1318  ___________________________________________________________________
 PP1318  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 PP1318  DYNAMIC HT  -         280.702 (meters)     920.94  (feet)  COMP
 PP1318  MODELED GRAV-     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
 PP1318.and adjusted by the National Geodetic Survey in June 1991..
 PP1318
 PP1318.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1319 ***********************************************************************
 PP1319  DESIGNATION -  1907 C
 PP1319  PID         -  PP1319
 PP1319  STATE/COUNTY-  MN/DAKOTA
 PP1319  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1319
 PP1319                         *CURRENT SURVEY CONTROL
 PP1319  ___________________________________________________________________
 PP1319* NAD 83(1986)-  44 49 38.     (N)    093 03 47.     (W)     SCALED    
 PP1319* NAVD 88     -       282.120  (meters)     925.59   (feet)  ADJUSTED  
 PP1319  ___________________________________________________________________
 PP1319  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 PP1319  DYNAMIC HT  -         282.110 (meters)     925.56  (feet)  COMP
 PP1319  MODELED GRAV-     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
 PP1319.and adjusted by the National Geodetic Survey in August 2004..
 PP1319
 PP1319.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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: MNDT  
 PP1319_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1319+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2001
 PP1319
 PP1319  HISTORY     - Date     Condition        Report By
 PP1319  HISTORY     - 1971     MONUMENTED       MNDT
 PP1319  HISTORY     - 1986     GOOD             USPSQD
 PP1319  HISTORY     - 19971126 GOOD             MNDT
 PP1319  HISTORY     - 20010915 GOOD             USPSQD
 PP1319  HISTORY     - 20040918 POOR             USPSQD
 PP1319
 PP1319                          STATION DESCRIPTION
 PP1319
 PP1319'DESCRIBED BY MN DEPT OF TRANSP 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1320 ***********************************************************************
 PP1320  DESIGNATION -  1907 D
 PP1320  PID         -  PP1320
 PP1320  STATE/COUNTY-  MN/DAKOTA
 PP1320  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1320
 PP1320                         *CURRENT SURVEY CONTROL
 PP1320  ___________________________________________________________________
 PP1320* NAD 83(1986)-  44 49 29.     (N)    093 03 35.     (W)     SCALED    
 PP1320* NAVD 88     -       284.809  (meters)     934.41   (feet)  ADJUSTED  
 PP1320  ___________________________________________________________________
 PP1320  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 PP1320  DYNAMIC HT  -         284.799 (meters)     934.38  (feet)  COMP
 PP1320  MODELED GRAV-     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
 PP1320.and adjusted by the National Geodetic Survey in June 1991..
 PP1320
 PP1320.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1321 ***********************************************************************
 PP1321  DESIGNATION -  1907 E
 PP1321  PID         -  PP1321
 PP1321  STATE/COUNTY-  MN/DAKOTA
 PP1321  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1321
 PP1321                         *CURRENT SURVEY CONTROL
 PP1321  ___________________________________________________________________
 PP1321* NAD 83(1986)-  44 49 06.     (N)    093 02 56.     (W)     SCALED    
 PP1321* NAVD 88     -       283.564  (meters)     930.33   (feet)  ADJUSTED  
 PP1321  ___________________________________________________________________
 PP1321  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 PP1321  DYNAMIC HT  -         283.553 (meters)     930.29  (feet)  COMP
 PP1321  MODELED GRAV-     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
 PP1321.and adjusted by the National Geodetic Survey in June 1991..
 PP1321
 PP1321.The geoid height was determined by GEOID03.
 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     -   302,480.      875,220.      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: 15TVK961627(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1325 ***********************************************************************
 PP1325  DESIGNATION -  1907 F
 PP1325  PID         -  PP1325
 PP1325  STATE/COUNTY-  MN/DAKOTA
 PP1325  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1325
 PP1325                         *CURRENT SURVEY CONTROL
 PP1325  ___________________________________________________________________
 PP1325* NAD 83(1986)-  44 48 53.     (N)    093 02 33.     (W)     SCALED    
 PP1325* NAVD 88     -       286.213  (meters)     939.02   (feet)  ADJUSTED  
 PP1325  ___________________________________________________________________
 PP1325  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 PP1325  DYNAMIC HT  -         286.202 (meters)     938.98  (feet)  COMP
 PP1325  MODELED GRAV-     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
 PP1325.and adjusted by the National Geodetic Survey in June 1991..
 PP1325
 PP1325.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1332 ***********************************************************************
 PP1332  DESIGNATION -  1907 W
 PP1332  PID         -  PP1332
 PP1332  STATE/COUNTY-  MN/DAKOTA
 PP1332  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1332
 PP1332                         *CURRENT SURVEY CONTROL
 PP1332  ___________________________________________________________________
 PP1332* NAD 83(1986)-  44 48 07.     (N)    093 02 21.     (W)     SCALED    
 PP1332* NAVD 88     -       274.712  (meters)     901.28   (feet)  ADJUSTED  
 PP1332  ___________________________________________________________________
 PP1332  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 PP1332  DYNAMIC HT  -         274.699 (meters)     901.24  (feet)  COMP
 PP1332  MODELED GRAV-     980,564.7   (mgal)                       NAVD 88
 PP1332
 PP1332  VERT ORDER  -  SECOND    CLASS I
 PP1332
 PP1332.The horizontal coordinates were scaled from a topographic map and have
 PP1332.an estimated accuracy of +/- 6 seconds.
 PP1332
 PP1332.The orthometric height was determined by differential leveling
 PP1332.and adjusted by the National Geodetic Survey in June 1991..
 PP1332
 PP1332.The geoid height was determined by GEOID03.
 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     -   300,670.      876,010.      MT  (+/- 180 meters Scaled)
 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: 15TVK969609(NAD 83)
 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: MNDT  
 PP1332_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1332+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP1332
 PP1332  HISTORY     - Date     Condition        Report By
 PP1332  HISTORY     - 1970     MONUMENTED       MNDT
 PP1332  HISTORY     - 1971     GOOD             MNDT
 PP1332  HISTORY     - 19971126 GOOD             MNDT
 PP1332  HISTORY     - 20010915 GOOD             USPSQD
 PP1332  HISTORY     - 20040918 GOOD             USPSQD
 PP1332
 PP1332                          STATION DESCRIPTION
 PP1332
 PP1332'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1331 ***********************************************************************
 PP1331  DESIGNATION -  1907 X
 PP1331  PID         -  PP1331
 PP1331  STATE/COUNTY-  MN/DAKOTA
 PP1331  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1331
 PP1331                         *CURRENT SURVEY CONTROL
 PP1331  ___________________________________________________________________
 PP1331* NAD 83(1986)-  44 47 45.     (N)    093 02 17.     (W)     SCALED    
 PP1331* NAVD 88     -       272.384  (meters)     893.65   (feet)  ADJUSTED  
 PP1331  ___________________________________________________________________
 PP1331  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 PP1331  DYNAMIC HT  -         272.372 (meters)     893.61  (feet)  COMP
 PP1331  MODELED GRAV-     980,562.7   (mgal)                       NAVD 88
 PP1331
 PP1331  VERT ORDER  -  SECOND    CLASS I
 PP1331
 PP1331.The horizontal coordinates were scaled from a topographic map and have
 PP1331.an estimated accuracy of +/- 6 seconds.
 PP1331
 PP1331.The orthometric height was determined by differential leveling
 PP1331.and adjusted by the National Geodetic Survey in June 1991..
 PP1331
 PP1331.The geoid height was determined by GEOID03.
 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     -   299,990.      876,110.      MT  (+/- 180 meters Scaled)
 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: 15TVK969602(NAD 83)
 PP1331_MARKER: DB = BENCH MARK DISK
 PP1331_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PP1331_SP_SET: BRIDGE WINGWALL
 PP1331_STAMPING: 1907 X 1970
 PP1331_MARK LOGO: MNDT  
 PP1331_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1331+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP1331
 PP1331  HISTORY     - Date     Condition        Report By
 PP1331  HISTORY     - 1970     MONUMENTED       MNDT
 PP1331  HISTORY     - 19971126 GOOD             MNDT
 PP1331  HISTORY     - 20010915 GOOD             USPSQD
 PP1331  HISTORY     - 20040918 GOOD             USPSQD
 PP1331
 PP1331                          STATION DESCRIPTION
 PP1331
 PP1331'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4427 ***********************************************************************
 AH4427  DESIGNATION -  1908 B
 AH4427  PID         -  AH4427
 AH4427  STATE/COUNTY-  MN/DAKOTA
 AH4427  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4427
 AH4427                         *CURRENT SURVEY CONTROL
 AH4427  ___________________________________________________________________
 AH4427* NAD 83(1986)-  44 52 20.     (N)    093 04 49.     (W)     SCALED    
 AH4427* NAVD 88     -       303.734  (meters)     996.50   (feet)  ADJUSTED  
 AH4427  ___________________________________________________________________
 AH4427  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AH4427  DYNAMIC HT  -         303.727 (meters)     996.48  (feet)  COMP
 AH4427  MODELED GRAV-     980,584.2   (mgal)                       NAVD 88
 AH4427
 AH4427  VERT ORDER  -  SECOND    CLASS I
 AH4427
 AH4427.The horizontal coordinates were scaled from a topographic map and have
 AH4427.an estimated accuracy of +/- 6 seconds.
 AH4427
 AH4427.The orthometric height was determined by differential leveling
 AH4427.and adjusted by the National Geodetic Survey in June 2000..
 AH4427
 AH4427.The geoid height was determined by GEOID03.
 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     -   308,440.      872,670.      MT  (+/- 180 meters Scaled)
 AH4427
 AH4427                          SUPERSEDED SURVEY CONTROL
 AH4427
 AH4427.No superseded survey control is available for this station.
 AH4427
 AH4427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK936687(NAD 83)
 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 SUITABLE FOR
 AH4427+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4428 ***********************************************************************
 AH4428  DESIGNATION -  1908 C
 AH4428  PID         -  AH4428
 AH4428  STATE/COUNTY-  MN/DAKOTA
 AH4428  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4428
 AH4428                         *CURRENT SURVEY CONTROL
 AH4428  ___________________________________________________________________
 AH4428* NAD 83(1986)-  44 52 24.     (N)    093 04 53.     (W)     SCALED    
 AH4428* NAVD 88     -       300.798  (meters)     986.87   (feet)  ADJUSTED  
 AH4428  ___________________________________________________________________
 AH4428  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AH4428  DYNAMIC HT  -         300.791 (meters)     986.85  (feet)  COMP
 AH4428  MODELED GRAV-     980,584.3   (mgal)                       NAVD 88
 AH4428
 AH4428  VERT ORDER  -  SECOND    CLASS I
 AH4428
 AH4428.The horizontal coordinates were scaled from a topographic map and have
 AH4428.an estimated accuracy of +/- 6 seconds.
 AH4428
 AH4428.The orthometric height was determined by differential leveling
 AH4428.and adjusted by the National Geodetic Survey in June 2000..
 AH4428
 AH4428.The geoid height was determined by GEOID03.
 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     -   308,560.      872,580.      MT  (+/- 180 meters Scaled)
 AH4428
 AH4428                          SUPERSEDED SURVEY CONTROL
 AH4428
 AH4428.No superseded survey control is available for this station.
 AH4428
 AH4428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK935688(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4428+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1312 ***********************************************************************
 PP1312  DESIGNATION -  1909 A
 PP1312  PID         -  PP1312
 PP1312  STATE/COUNTY-  MN/DAKOTA
 PP1312  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1312
 PP1312                         *CURRENT SURVEY CONTROL
 PP1312  ___________________________________________________________________
 PP1312* NAD 83(1986)-  44 50 45.     (N)    093 07 20.     (W)     SCALED    
 PP1312* NAVD 88     -       257.355  (meters)     844.34   (feet)  ADJUSTED  
 PP1312  ___________________________________________________________________
 PP1312  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 PP1312  DYNAMIC HT  -         257.346 (meters)     844.31  (feet)  COMP
 PP1312  MODELED GRAV-     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
 PP1312.and adjusted by the National Geodetic Survey in August 2004..
 PP1312
 PP1312.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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: MNDT  
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1313 ***********************************************************************
 PP1313  DESIGNATION -  1909 A 1
 PP1313  PID         -  PP1313
 PP1313  STATE/COUNTY-  MN/DAKOTA
 PP1313  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1313
 PP1313                         *CURRENT SURVEY CONTROL
 PP1313  ___________________________________________________________________
 PP1313* NAD 83(1986)-  44 50 35.     (N)    093 06 36.     (W)     SCALED    
 PP1313* NAVD 88     -       248.805  (meters)     816.29   (feet)  ADJUSTED  
 PP1313  ___________________________________________________________________
 PP1313  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 PP1313  DYNAMIC HT  -         248.796 (meters)     816.26  (feet)  COMP
 PP1313  MODELED GRAV-     980,575.1   (mgal)                       NAVD 88
 PP1313
 PP1313  VERT ORDER  -  SECOND    CLASS I
 PP1313
 PP1313.The horizontal coordinates were scaled from a topographic map and have
 PP1313.an estimated accuracy of +/- 6 seconds.
 PP1313
 PP1313.The orthometric height was determined by differential leveling
 PP1313.and adjusted by the National Geodetic Survey in August 2004..
 PP1313
 PP1313.The geoid height was determined by GEOID03.
 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     -   305,170.      870,360.      MT  (+/- 180 meters Scaled)
 PP1313
 PP1313                          SUPERSEDED SURVEY CONTROL
 PP1313
 PP1313  NAVD 88 (06/15/91)  248.809  (m)          816.30   (f) UNKNOWN     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: 15TVK913655(NAD 83)
 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: MNDT  
 PP1313_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1313+STABILITY: SURFACE MOTION
 PP1313
 PP1313  HISTORY     - Date     Condition        Report By
 PP1313  HISTORY     - 1971     MONUMENTED       MNDT
 PP1313  HISTORY     - 19971128 GOOD             MNDT
 PP1313
 PP1313                          STATION DESCRIPTION
 PP1313
 PP1313'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1314 ***********************************************************************
 PP1314  DESIGNATION -  1909 B
 PP1314  PID         -  PP1314
 PP1314  STATE/COUNTY-  MN/DAKOTA
 PP1314  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1314
 PP1314                         *CURRENT SURVEY CONTROL
 PP1314  ___________________________________________________________________
 PP1314* NAD 83(1986)-  44 50 24.     (N)    093 06 02.     (W)     SCALED    
 PP1314* NAVD 88     -       270.864  (meters)     888.66   (feet)  ADJUSTED  
 PP1314  ___________________________________________________________________
 PP1314  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 PP1314  DYNAMIC HT  -         270.855 (meters)     888.63  (feet)  COMP
 PP1314  MODELED GRAV-     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
 PP1314.and adjusted by the National Geodetic Survey in June 1991..
 PP1314
 PP1314.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1315 ***********************************************************************
 PP1315  DESIGNATION -  1909 B 1
 PP1315  PID         -  PP1315
 PP1315  STATE/COUNTY-  MN/DAKOTA
 PP1315  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1315
 PP1315                         *CURRENT SURVEY CONTROL
 PP1315  ___________________________________________________________________
 PP1315* NAD 83(1986)-  44 50 06.     (N)    093 05 31.     (W)     SCALED    
 PP1315* NAVD 88     -       261.579  (meters)     858.20   (feet)  ADJUSTED  
 PP1315  ___________________________________________________________________
 PP1315  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 PP1315  DYNAMIC HT  -         261.570 (meters)     858.17  (feet)  COMP
 PP1315  MODELED GRAV-     980,573.9   (mgal)                       NAVD 88
 PP1315
 PP1315  VERT ORDER  -  SECOND    CLASS 0
 PP1315
 PP1315.The horizontal coordinates were scaled from a topographic map and have
 PP1315.an estimated accuracy of +/- 6 seconds.
 PP1315
 PP1315.The orthometric height was determined by differential leveling
 PP1315.and adjusted by the National Geodetic Survey in June 1991..
 PP1315
 PP1315.The geoid height was determined by GEOID03.
 PP1315
 PP1315.The dynamic height is computed by dividing the NAVD 88
 PP1315.geopotential number by the normal gravity value computed on the
 PP1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1315.degrees latitude (g = 980.6199 gals.).
 PP1315
 PP1315.The modeled gravity was interpolated from observed gravity values.
 PP1315
 PP1315;                    North         East    Units  Estimated Accuracy
 PP1315;SPC MN S     -   304,290.      871,800.      MT  (+/- 180 meters Scaled)
 PP1315
 PP1315                          SUPERSEDED SURVEY CONTROL
 PP1315
 PP1315  NGVD 29 (??/??/92)  261.534  (m)          858.05   (f) ADJ UNCH    2 0
 PP1315
 PP1315.Superseded values are not recommended for survey control.
 PP1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1315.See file dsdata.txt to determine how the superseded data were derived.
 PP1315
 PP1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK927646(NAD 83)
 PP1315_MARKER: DD = SURVEY DISK
 PP1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1315_STAMPING: 1909-B1 1971
 PP1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1315+STABILITY: SURFACE MOTION
 PP1315
 PP1315  HISTORY     - Date     Condition        Report By
 PP1315  HISTORY     - 1971     MONUMENTED       MNDT
 PP1315  HISTORY     - 19971126 MARK NOT FOUND   MNDT
 PP1315
 PP1315                          STATION DESCRIPTION
 PP1315
 PP1315'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1315'IN INVER GROVE HEIGHTS.
 PP1315'MARK IS LOCATED 0.3 MILES WEST ALONG TH 55 FROM THE JUNCTION OF TH 55
 PP1315'AND TH 52-TH 3 IN INVER GROVE HEIGHTS, 100 FEET EAST OF A FARM
 PP1315'ENTRANCE CENTERLINE (TO A BARN), 71 FEET SOUTH OF TH 55 SOUTHBOUND
 PP1315'CENTERLINE STATION 142 + 74, 25 FEET SOUTHEAST OF A FARM ENTRANCE
 PP1315'CENTERLINE TO BUILDING NO. 1304 (G. E. BRODERSON FARM) 46 FEET WEST OF
 PP1315'A POWER POLE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT
 PP1315'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND ABOUT 4 FEET
 PP1315'LOWER THAN TH 55 CENTERLINE.  SE 1/4 SECTION 7, T 27N, R 22W.
 PP1315
 PP1315                          STATION RECOVERY (1997)
 PP1315
 PP1315'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 PP1315'NOT FOUND, NEW CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1293 ***********************************************************************
 PP1293  DESIGNATION -  1909 E
 PP1293  PID         -  PP1293
 PP1293  STATE/COUNTY-  MN/DAKOTA
 PP1293  USGS QUAD   -  ST PAUL WEST (1993)
 PP1293
 PP1293                         *CURRENT SURVEY CONTROL
 PP1293  ___________________________________________________________________
 PP1293* NAD 83(1986)-  44 52 41.     (N)    093 09 48.     (W)     SCALED    
 PP1293* NAVD 88     -       275.945  (meters)     905.33   (feet)  ADJUSTED  
 PP1293  ___________________________________________________________________
 PP1293  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 PP1293  DYNAMIC HT  -         275.937 (meters)     905.30  (feet)  COMP
 PP1293  MODELED GRAV-     980,579.0   (mgal)                       NAVD 88
 PP1293
 PP1293  VERT ORDER  -  SECOND    CLASS 0
 PP1293
 PP1293.The horizontal coordinates were scaled from a topographic map and have
 PP1293.an estimated accuracy of +/- 6 seconds.
 PP1293
 PP1293.The orthometric height was determined by differential leveling
 PP1293.and adjusted by the National Geodetic Survey in June 1991..
 PP1293
 PP1293.The geoid height was determined by GEOID03.
 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     -   309,010.      866,100.      MT  (+/- 180 meters Scaled)
 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: 15TVK871694(NAD 83)
 PP1293_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1293+STABILITY: SURFACE MOTION
 PP1293
 PP1293  HISTORY     - Date     Condition        Report By
 PP1293  HISTORY     - 1971     MONUMENTED       MNDT
 PP1293  HISTORY     - 198805   MARK NOT FOUND   USPSQD
 PP1293  HISTORY     - 20050111 MARK NOT FOUND   USPSQD
 PP1293
 PP1293                          STATION DESCRIPTION
 PP1293
 PP1293'DESCRIBED BY MN DEPT OF TRANSP 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1305 ***********************************************************************
 PP1305  DESIGNATION -  1909 F
 PP1305  PID         -  PP1305
 PP1305  STATE/COUNTY-  MN/DAKOTA
 PP1305  USGS QUAD   -  ST PAUL SW (1993)
 PP1305
 PP1305                         *CURRENT SURVEY CONTROL
 PP1305  ___________________________________________________________________
 PP1305* NAD 83(1986)-  44 52 00.     (N)    093 09 20.     (W)     SCALED    
 PP1305* NAVD 88     -       266.160  (meters)     873.23   (feet)  ADJUSTED  
 PP1305  ___________________________________________________________________
 PP1305  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 PP1305  DYNAMIC HT  -         266.151 (meters)     873.20  (feet)  COMP
 PP1305  MODELED GRAV-     980,577.7   (mgal)                       NAVD 88
 PP1305
 PP1305  VERT ORDER  -  SECOND    CLASS 0
 PP1305
 PP1305.The horizontal coordinates were scaled from a topographic map and have
 PP1305.an estimated accuracy of +/- 6 seconds.
 PP1305
 PP1305.The orthometric height was determined by differential leveling
 PP1305.and adjusted by the National Geodetic Survey in June 1991..
 PP1305
 PP1305.The geoid height was determined by GEOID03.
 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     -   307,760.      866,730.      MT  (+/- 180 meters Scaled)
 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: 15TVK877681(NAD 83)
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1305+STABILITY: SURFACE MOTION
 PP1305
 PP1305  HISTORY     - Date     Condition        Report By
 PP1305  HISTORY     - 1971     MONUMENTED       MNDT
 PP1305  HISTORY     - 1977     GOOD             MNDT
 PP1305  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 PP1305  HISTORY     - 20050111 MARK NOT FOUND   USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4409 ***********************************************************************
 AH4409  DESIGNATION -  1909 H
 AH4409  PID         -  AH4409
 AH4409  STATE/COUNTY-  MN/DAKOTA
 AH4409  USGS QUAD   -  ST PAUL SW (1993)
 AH4409
 AH4409                         *CURRENT SURVEY CONTROL
 AH4409  ___________________________________________________________________
 AH4409* NAD 83(1986)-  44 51 44.     (N)    093 09 05.     (W)     SCALED    
 AH4409* NAVD 88     -       271.726  (meters)     891.49   (feet)  ADJUSTED  
 AH4409  ___________________________________________________________________
 AH4409  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AH4409  DYNAMIC HT  -         271.717 (meters)     891.46  (feet)  COMP
 AH4409  MODELED GRAV-     980,577.1   (mgal)                       NAVD 88
 AH4409
 AH4409  VERT ORDER  -  SECOND    CLASS I
 AH4409
 AH4409.The horizontal coordinates were scaled from a topographic map and have
 AH4409.an estimated accuracy of +/- 6 seconds.
 AH4409
 AH4409.The orthometric height was determined by differential leveling
 AH4409.and adjusted by the National Geodetic Survey in June 2000..
 AH4409
 AH4409.The geoid height was determined by GEOID03.
 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     -   307,260.      867,070.      MT  (+/- 180 meters Scaled)
 AH4409
 AH4409                          SUPERSEDED SURVEY CONTROL
 AH4409
 AH4409.No superseded survey control is available for this station.
 AH4409
 AH4409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK880676(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4409+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 AH4409
 AH4409  HISTORY     - Date     Condition        Report By
 AH4409  HISTORY     - 1988     MONUMENTED       MNDT
 AH4409  HISTORY     - 20021012 GOOD             USPSQD
 AH4409  HISTORY     - 20050111 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4408 ***********************************************************************
 AH4408  DESIGNATION -  1909 J
 AH4408  PID         -  AH4408
 AH4408  STATE/COUNTY-  MN/DAKOTA
 AH4408  USGS QUAD   -  ST PAUL SW (1993)
 AH4408
 AH4408                         *CURRENT SURVEY CONTROL
 AH4408  ___________________________________________________________________
 AH4408* NAD 83(1986)-  44 51 35.     (N)    093 08 50.     (W)     SCALED    
 AH4408* NAVD 88     -       270.954  (meters)     888.95   (feet)  ADJUSTED  
 AH4408  ___________________________________________________________________
 AH4408  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AH4408  DYNAMIC HT  -         270.945 (meters)     888.93  (feet)  COMP
 AH4408  MODELED GRAV-     980,576.8   (mgal)                       NAVD 88
 AH4408
 AH4408  VERT ORDER  -  SECOND    CLASS I
 AH4408
 AH4408.The horizontal coordinates were scaled from a topographic map and have
 AH4408.an estimated accuracy of +/- 6 seconds.
 AH4408
 AH4408.The orthometric height was determined by differential leveling
 AH4408.and adjusted by the National Geodetic Survey in June 2000..
 AH4408
 AH4408.The geoid height was determined by GEOID03.
 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     -   306,990.      867,400.      MT  (+/- 180 meters Scaled)
 AH4408
 AH4408                          SUPERSEDED SURVEY CONTROL
 AH4408
 AH4408.No superseded survey control is available for this station.
 AH4408
 AH4408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK883673(NAD 83)
 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 - January 11, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4407 ***********************************************************************
 AH4407  DESIGNATION -  1909 K
 AH4407  PID         -  AH4407
 AH4407  STATE/COUNTY-  MN/DAKOTA
 AH4407  USGS QUAD   -  ST PAUL SW (1993)
 AH4407
 AH4407                         *CURRENT SURVEY CONTROL
 AH4407  ___________________________________________________________________
 AH4407* NAD 83(1986)-  44 51 32.     (N)    093 08 50.     (W)     SCALED    
 AH4407* NAVD 88     -       271.585  (meters)     891.03   (feet)  ADJUSTED  
 AH4407  ___________________________________________________________________
 AH4407  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH4407  DYNAMIC HT  -         271.577 (meters)     891.00  (feet)  COMP
 AH4407  MODELED GRAV-     980,576.6   (mgal)                       NAVD 88
 AH4407
 AH4407  VERT ORDER  -  SECOND    CLASS I
 AH4407
 AH4407.The horizontal coordinates were scaled from a topographic map and have
 AH4407.an estimated accuracy of +/- 6 seconds.
 AH4407
 AH4407.The orthometric height was determined by differential leveling
 AH4407.and adjusted by the National Geodetic Survey in June 2000..
 AH4407
 AH4407.The geoid height was determined by GEOID03.
 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     -   306,900.      867,400.      MT  (+/- 180 meters Scaled)
 AH4407
 AH4407                          SUPERSEDED SURVEY CONTROL
 AH4407
 AH4407.No superseded survey control is available for this station.
 AH4407
 AH4407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK883672(NAD 83)
 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 SUITABLE FOR
 AH4407+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4406 ***********************************************************************
 AH4406  DESIGNATION -  1909 L
 AH4406  PID         -  AH4406
 AH4406  STATE/COUNTY-  MN/DAKOTA
 AH4406  USGS QUAD   -  ST PAUL SW (1993)
 AH4406
 AH4406                         *CURRENT SURVEY CONTROL
 AH4406  ___________________________________________________________________
 AH4406* NAD 83(1986)-  44 51 30.     (N)    093 08 44.     (W)     SCALED    
 AH4406* NAVD 88     -       270.434  (meters)     887.25   (feet)  ADJUSTED  
 AH4406  ___________________________________________________________________
 AH4406  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH4406  DYNAMIC HT  -         270.425 (meters)     887.22  (feet)  COMP
 AH4406  MODELED GRAV-     980,576.6   (mgal)                       NAVD 88
 AH4406
 AH4406  VERT ORDER  -  SECOND    CLASS I
 AH4406
 AH4406.The horizontal coordinates were scaled from a topographic map and have
 AH4406.an estimated accuracy of +/- 6 seconds.
 AH4406
 AH4406.The orthometric height was determined by differential leveling
 AH4406.and adjusted by the National Geodetic Survey in June 2000..
 AH4406
 AH4406.The geoid height was determined by GEOID03.
 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     -   306,840.      867,530.      MT  (+/- 180 meters Scaled)
 AH4406
 AH4406                          SUPERSEDED SURVEY CONTROL
 AH4406
 AH4406.No superseded survey control is available for this station.
 AH4406
 AH4406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK885672(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4406+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 AH4406
 AH4406  HISTORY     - Date     Condition        Report By
 AH4406  HISTORY     - 1988     MONUMENTED       MNDT
 AH4406  HISTORY     - 20021217 GOOD             USPSQD
 AH4406  HISTORY     - 20050111 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4405 ***********************************************************************
 AH4405  DESIGNATION -  1909 M
 AH4405  PID         -  AH4405
 AH4405  STATE/COUNTY-  MN/DAKOTA
 AH4405  USGS QUAD   -  ST PAUL SW (1993)
 AH4405
 AH4405                         *CURRENT SURVEY CONTROL
 AH4405  ___________________________________________________________________
 AH4405* NAD 83(1986)-  44 51 33.     (N)    093 08 43.     (W)     SCALED    
 AH4405* NAVD 88     -       270.363  (meters)     887.02   (feet)  ADJUSTED  
 AH4405  ___________________________________________________________________
 AH4405  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH4405  DYNAMIC HT  -         270.354 (meters)     886.99  (feet)  COMP
 AH4405  MODELED GRAV-     980,576.8   (mgal)                       NAVD 88
 AH4405
 AH4405  VERT ORDER  -  SECOND    CLASS I
 AH4405
 AH4405.The horizontal coordinates were scaled from a topographic map and have
 AH4405.an estimated accuracy of +/- 6 seconds.
 AH4405
 AH4405.The orthometric height was determined by differential leveling
 AH4405.and adjusted by the National Geodetic Survey in June 2000..
 AH4405
 AH4405.The geoid height was determined by GEOID03.
 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     -   306,930.      867,550.      MT  (+/- 180 meters Scaled)
 AH4405
 AH4405                          SUPERSEDED SURVEY CONTROL
 AH4405
 AH4405.No superseded survey control is available for this station.
 AH4405
 AH4405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK885673(NAD 83)
 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 SUITABLE FOR
 AH4405+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8638 ***********************************************************************
 DE8638  DESIGNATION -  1909 N
 DE8638  PID         -  DE8638
 DE8638  STATE/COUNTY-  MN/DAKOTA
 DE8638  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8638
 DE8638                         *CURRENT SURVEY CONTROL
 DE8638  ___________________________________________________________________
 DE8638* NAD 83(1986)-  44 49 51.     (N)    093 04 16.     (W)     SCALED    
 DE8638* NAVD 88     -       283.329  (meters)     929.56   (feet)  ADJUSTED  
 DE8638  ___________________________________________________________________
 DE8638  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DE8638  DYNAMIC HT  -         283.319 (meters)     929.52  (feet)  COMP
 DE8638  MODELED GRAV-     980,574.0   (mgal)                       NAVD 88
 DE8638
 DE8638  VERT ORDER  -  SECOND    CLASS I
 DE8638
 DE8638.The horizontal coordinates were scaled from a topographic map and have
 DE8638.an estimated accuracy of +/- 6 seconds.
 DE8638
 DE8638.The orthometric height was determined by differential leveling
 DE8638.and adjusted by the National Geodetic Survey in August 2004..
 DE8638
 DE8638.The geoid height was determined by GEOID03.
 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     -   303,850.      873,450.      MT  (+/- 180 meters Scaled)
 DE8638
 DE8638                          SUPERSEDED SURVEY CONTROL
 DE8638
 DE8638.No superseded survey control is available for this station.
 DE8638
 DE8638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK943641(NAD 83)
 DE8638_MARKER: DD = SURVEY DISK
 DE8638_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE8638+WITH SETTING: INFORMATION.
 DE8638_STAMPING: 1909 N 1997
 DE8638_MARK LOGO: MNDT  
 DE8638_PROJECTION: FLUSH
 DE8638_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8638+STABILITY: SURFACE MOTION
 DE8638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8638+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8639 ***********************************************************************
 DE8639  DESIGNATION -  1909 P
 DE8639  PID         -  DE8639
 DE8639  STATE/COUNTY-  MN/DAKOTA
 DE8639  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8639
 DE8639                         *CURRENT SURVEY CONTROL
 DE8639  ___________________________________________________________________
 DE8639* NAD 83(1986)-  44 50 01.     (N)    093 05 09.     (W)     SCALED    
 DE8639* NAVD 88     -       266.673  (meters)     874.91   (feet)  ADJUSTED  
 DE8639  ___________________________________________________________________
 DE8639  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DE8639  DYNAMIC HT  -         266.663 (meters)     874.88  (feet)  COMP
 DE8639  MODELED GRAV-     980,573.9   (mgal)                       NAVD 88
 DE8639
 DE8639  VERT ORDER  -  SECOND    CLASS I
 DE8639
 DE8639.The horizontal coordinates were scaled from a topographic map and have
 DE8639.an estimated accuracy of +/- 6 seconds.
 DE8639
 DE8639.The orthometric height was determined by differential leveling
 DE8639.and adjusted by the National Geodetic Survey in August 2004..
 DE8639
 DE8639.The geoid height was determined by GEOID03.
 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     -   304,140.      872,280.      MT  (+/- 180 meters Scaled)
 DE8639
 DE8639                          SUPERSEDED SURVEY CONTROL
 DE8639
 DE8639.No superseded survey control is available for this station.
 DE8639
 DE8639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK932644(NAD 83)
 DE8639_MARKER: DD = SURVEY 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 SUITABLE FOR
 DE8639+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8640 ***********************************************************************
 DE8640  DESIGNATION -  1909 Q
 DE8640  PID         -  DE8640
 DE8640  STATE/COUNTY-  MN/DAKOTA
 DE8640  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8640
 DE8640                         *CURRENT SURVEY CONTROL
 DE8640  ___________________________________________________________________
 DE8640* NAD 83(1986)-  44 50 30.     (N)    093 06 12.     (W)     SCALED    
 DE8640* NAVD 88     -       267.575  (meters)     877.87   (feet)  ADJUSTED  
 DE8640  ___________________________________________________________________
 DE8640  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DE8640  DYNAMIC HT  -         267.566 (meters)     877.84  (feet)  COMP
 DE8640  MODELED GRAV-     980,575.0   (mgal)                       NAVD 88
 DE8640
 DE8640  VERT ORDER  -  SECOND    CLASS I
 DE8640
 DE8640.The horizontal coordinates were scaled from a topographic map and have
 DE8640.an estimated accuracy of +/- 6 seconds.
 DE8640
 DE8640.The orthometric height was determined by differential leveling
 DE8640.and adjusted by the National Geodetic Survey in August 2004..
 DE8640
 DE8640.The geoid height was determined by GEOID03.
 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     -   305,020.      870,890.      MT  (+/- 180 meters Scaled)
 DE8640
 DE8640                          SUPERSEDED SURVEY CONTROL
 DE8640
 DE8640.No superseded survey control is available for this station.
 DE8640
 DE8640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK918653(NAD 83)
 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 - November 26, 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8642 ***********************************************************************
 DE8642  DESIGNATION -  1909 R
 DE8642  PID         -  DE8642
 DE8642  STATE/COUNTY-  MN/DAKOTA
 DE8642  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8642
 DE8642                         *CURRENT SURVEY CONTROL
 DE8642  ___________________________________________________________________
 DE8642* NAD 83(1986)-  44 49 59.     (N)    093 05 12.     (W)     SCALED    
 DE8642* NAVD 88     -       265.028  (meters)     869.51   (feet)  ADJUSTED  
 DE8642  ___________________________________________________________________
 DE8642  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DE8642  DYNAMIC HT  -         265.018 (meters)     869.48  (feet)  COMP
 DE8642  MODELED GRAV-     980,573.7   (mgal)                       NAVD 88
 DE8642
 DE8642  VERT ORDER  -  SECOND    CLASS I
 DE8642
 DE8642.The horizontal coordinates were scaled from a topographic map and have
 DE8642.an estimated accuracy of +/- 6 seconds.
 DE8642
 DE8642.The orthometric height was determined by differential leveling
 DE8642.and adjusted by the National Geodetic Survey in August 2004..
 DE8642.No vertical observational check was made to the station.
 DE8642
 DE8642.The geoid height was determined by GEOID03.
 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     -   304,080.      872,220.      MT  (+/- 180 meters Scaled)
 DE8642
 DE8642                          SUPERSEDED SURVEY CONTROL
 DE8642
 DE8642.No superseded survey control is available for this station.
 DE8642
 DE8642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK931644(NAD 83)
 DE8642_MARKER: DD = SURVEY 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 SUITABLE FOR
 DE8642+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 DE8642
 DE8642  HISTORY     - Date     Condition        Report By
 DE8642  HISTORY     - 1993     MONUMENTED       MNDT
 DE8642  HISTORY     - 19971126 GOOD             MNDT
 DE8642  HISTORY     - 20040918 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8641 ***********************************************************************
 DE8641  DESIGNATION -  1909 S
 DE8641  PID         -  DE8641
 DE8641  STATE/COUNTY-  MN/DAKOTA
 DE8641  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8641
 DE8641                         *CURRENT SURVEY CONTROL
 DE8641  ___________________________________________________________________
 DE8641* NAD 83(1986)-  44 50 45.     (N)    093 07 16.     (W)     SCALED    
 DE8641* NAVD 88     -       260.316  (meters)     854.05   (feet)  ADJUSTED  
 DE8641  ___________________________________________________________________
 DE8641  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DE8641  DYNAMIC HT  -         260.307 (meters)     854.02  (feet)  COMP
 DE8641  MODELED GRAV-     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
 DE8641.and adjusted by the National Geodetic Survey in August 2004..
 DE8641
 DE8641.The geoid height was determined by GEOID03.
 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_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 - 1997
 DE8641_ROD/PIPE-DEPTH: 10.7 meters
 DE8641
 DE8641  HISTORY     - Date     Condition        Report By
 DE8641  HISTORY     - 1997     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8643 ***********************************************************************
 DE8643  DESIGNATION -  1909 T
 DE8643  PID         -  DE8643
 DE8643  STATE/COUNTY-  MN/DAKOTA
 DE8643  USGS QUAD   -  ST PAUL SW (1993)
 DE8643
 DE8643                         *CURRENT SURVEY CONTROL
 DE8643  ___________________________________________________________________
 DE8643* NAD 83(1986)-  44 51 12.     (N)    093 07 51.     (W)     SCALED    
 DE8643* NAVD 88     -       259.303  (meters)     850.73   (feet)  ADJUSTED  
 DE8643  ___________________________________________________________________
 DE8643  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DE8643  DYNAMIC HT  -         259.294 (meters)     850.70  (feet)  COMP
 DE8643  MODELED GRAV-     980,576.2   (mgal)                       NAVD 88
 DE8643
 DE8643  VERT ORDER  -  SECOND    CLASS I
 DE8643
 DE8643.The horizontal coordinates were scaled from a topographic map and have
 DE8643.an estimated accuracy of +/- 6 seconds.
 DE8643
 DE8643.The orthometric height was determined by differential leveling
 DE8643.and adjusted by the National Geodetic Survey in August 2004..
 DE8643
 DE8643.The geoid height was determined by GEOID03.
 DE8643
 DE8643.The dynamic height is computed by dividing the NAVD 88
 DE8643.geopotential number by the normal gravity value computed on the
 DE8643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8643.degrees latitude (g = 980.6199 gals.).
 DE8643
 DE8643.The modeled gravity was interpolated from observed gravity values.
 DE8643
 DE8643;                    North         East    Units  Estimated Accuracy
 DE8643;SPC MN S     -   306,290.      868,700.      MT  (+/- 180 meters Scaled)
 DE8643
 DE8643                          SUPERSEDED SURVEY CONTROL
 DE8643
 DE8643.No superseded survey control is available for this station.
 DE8643
 DE8643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK896666(NAD 83)
 DE8643_MARKER: DD = SURVEY DISK
 DE8643_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8643_STAMPING: 1909 T 1997
 DE8643_MARK LOGO: MNDT  
 DE8643_PROJECTION: RECESSED 3 CENTIMETERS
 DE8643_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8643+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE8643_ROD/PIPE-DEPTH: 12.2 meters
 DE8643
 DE8643  HISTORY     - Date     Condition        Report By
 DE8643  HISTORY     - 1997     MONUMENTED       MNDT
 DE8643  HISTORY     - 20051113 MARK NOT FOUND   USPSQD
 DE8643
 DE8643                          STATION DESCRIPTION
 DE8643
 DE8643'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8643'THE MARK IS IN EAGAN, 0.06 MI (0.10 KM) NW ALONG TH 55 FROM JCT OF TH
 DE8643'55 AND DODD RD IN EAGEN, AT TH 55 MP 202.1, 117.0 FT (35.7 M) NNE OF
 DE8643'WB TH 55, 28.8 FT (8.8 M) ESE OF SE LEG OF BILLBOARD, 2.1 FT (0.6 M)
 DE8643'WNW OF WIT POST.
 DE8643
 DE8643                          STATION RECOVERY (2005)
 DE8643
 DE8643'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 DE8643'MARK NOT FOUND. BILLBOARD HAS BEEN REMOVED, WITNESS POST GONE. OTHER
 DE8643'DESCRIPTION DIMENSIONS USELESS AS ENTIRE AREA HAS BEEN BUILT UP AND
 DE8643'LANDSCAPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8629 ***********************************************************************
 DE8629  DESIGNATION -  1910 A
 DE8629  PID         -  DE8629
 DE8629  STATE/COUNTY-  MN/DAKOTA
 DE8629  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8629
 DE8629                         *CURRENT SURVEY CONTROL
 DE8629  ___________________________________________________________________
 DE8629* NAD 83(1986)-  44 45 53.     (N)    093 01 59.     (W)     SCALED    
 DE8629* NAVD 88     -       286.460  (meters)     939.83   (feet)  ADJUSTED  
 DE8629  ___________________________________________________________________
 DE8629  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DE8629  DYNAMIC HT  -         286.443 (meters)     939.77  (feet)  COMP
 DE8629  MODELED GRAV-     980,550.3   (mgal)                       NAVD 88
 DE8629
 DE8629  VERT ORDER  -  SECOND    CLASS I
 DE8629
 DE8629.The horizontal coordinates were scaled from a topographic map and have
 DE8629.an estimated accuracy of +/- 6 seconds.
 DE8629
 DE8629.The orthometric height was determined by differential leveling
 DE8629.and adjusted by the National Geodetic Survey in August 2004..
 DE8629
 DE8629.The geoid height was determined by GEOID03.
 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     -   296,540.      876,550.      MT  (+/- 180 meters Scaled)
 DE8629
 DE8629                          SUPERSEDED SURVEY CONTROL
 DE8629
 DE8629.No superseded survey control is available for this station.
 DE8629
 DE8629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK973568(NAD 83)
 DE8629_MARKER: DB = BENCH MARK DISK
 DE8629_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8629_SP_SET: BRIDGE ABUTMENT
 DE8629_STAMPING: 1910 A 1970
 DE8629_MARK LOGO: MNDT  
 DE8629_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8629
 DE8629  HISTORY     - Date     Condition        Report By
 DE8629  HISTORY     - 1958     MONUMENTED       MNDT
 DE8629  HISTORY     - 19971126 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0643 ***********************************************************************
 PP0643  DESIGNATION -  1910 B
 PP0643  PID         -  PP0643
 PP0643  STATE/COUNTY-  MN/DAKOTA
 PP0643  USGS QUAD   -  VERMILLION (1993)
 PP0643
 PP0643                         *CURRENT SURVEY CONTROL
 PP0643  ___________________________________________________________________
 PP0643* NAD 83(1986)-  44 44 33.     (N)    092 59 04.     (W)     SCALED    
 PP0643* NAVD 88     -       273.315  (meters)     896.70   (feet)  ADJUSTED  
 PP0643  ___________________________________________________________________
 PP0643  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 PP0643  DYNAMIC HT  -         273.295 (meters)     896.64  (feet)  COMP
 PP0643  MODELED GRAV-     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
 PP0643.and adjusted by the National Geodetic Survey in June 1991..
 PP0643
 PP0643.The geoid height was determined by GEOID03.
 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.      880,420.      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_MARKER: DD = SURVEY DISK
 PP0643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0643_SP_SET: MONUMENT
 PP0643_STAMPING: 1910-B 1970
 PP0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0643+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1997
 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     - 20021214 MARK NOT FOUND   USPSQD
 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 (2002)
 PP0643
 PP0643'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0642 ***********************************************************************
 PP0642  DESIGNATION -  1910 C
 PP0642  PID         -  PP0642
 PP0642  STATE/COUNTY-  MN/DAKOTA
 PP0642  USGS QUAD   -  VERMILLION (1993)
 PP0642
 PP0642                         *CURRENT SURVEY CONTROL
 PP0642  ___________________________________________________________________
 PP0642* NAD 83(1986)-  44 44 32.     (N)    092 58 27.     (W)     SCALED    
 PP0642* NAVD 88     -       271.441  (meters)     890.55   (feet)  ADJUSTED  
 PP0642  ___________________________________________________________________
 PP0642  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 PP0642  DYNAMIC HT  -         271.420 (meters)     890.48  (feet)  COMP
 PP0642  MODELED GRAV-     980,532.9   (mgal)                       NAVD 88
 PP0642
 PP0642  VERT ORDER  -  SECOND    CLASS 0
 PP0642
 PP0642.The horizontal coordinates were scaled from a topographic map and have
 PP0642.an estimated accuracy of +/- 6 seconds.
 PP0642
 PP0642.The orthometric height was determined by differential leveling
 PP0642.and adjusted by the National Geodetic Survey in June 1991..
 PP0642
 PP0642.The geoid height was determined by GEOID03.
 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     -   294,090.      881,240.      MT  (+/- 180 meters Scaled)
 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: 15TWK020543(NAD 83)
 PP0642_MARKER: DD = SURVEY DISK
 PP0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0642_SP_SET: MONUMENT
 PP0642_STAMPING: 1910-C 1970
 PP0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0642+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 PP0642
 PP0642  HISTORY     - Date     Condition        Report By
 PP0642  HISTORY     - 1970     MONUMENTED       MNDT
 PP0642  HISTORY     - 1986     GOOD             USPSQD
 PP0642  HISTORY     - 20021214 GOOD             USPSQD
 PP0642  HISTORY     - 20040919 GOOD             USPSQD
 PP0642
 PP0642                          STATION DESCRIPTION
 PP0642
 PP0642'DESCRIBED BY MN DEPT OF TRANSP 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 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0641 ***********************************************************************
 PP0641  DESIGNATION -  1910 D
 PP0641  PID         -  PP0641
 PP0641  STATE/COUNTY-  MN/DAKOTA
 PP0641  USGS QUAD   -  VERMILLION (1993)
 PP0641
 PP0641                         *CURRENT SURVEY CONTROL
 PP0641  ___________________________________________________________________
 PP0641* NAD 83(1996)-  44 44 30.98109(N)    092 57 44.50847(W)     ADJUSTED  
 PP0641* NAVD 88     -       269.283  (meters)     883.47   (feet)  ADJUSTED  
 PP0641  ___________________________________________________________________
 PP0641  X           -    -234,523.403 (meters)                     COMP
 PP0641  Y           -  -4,531,930.588 (meters)                     COMP
 PP0641  Z           -   4,467,193.887 (meters)                     COMP
 PP0641  LAPLACE CORR-         -11.92  (seconds)                    DEFLEC99
 PP0641  ELLIP HEIGHT-         240.88  (meters)          (03/16/99) GPS OBS
 PP0641  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 PP0641  DYNAMIC HT  -         269.261 (meters)     883.40  (feet)  COMP
 PP0641  MODELED GRAV-     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
 PP0641.and adjusted by the National Geodetic Survey in June 1991..
 PP0641
 PP0641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0641
 PP0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP0641
 PP0641.The ellipsoidal height was determined by GPS observations
 PP0641.and is referenced to NAD 83.
 PP0641
 PP0641.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP0641;SPC MN S     -   294,071.840   882,172.884   MT  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(1996)-  44 44 30.97429(N)    092 57 44.50557(W) AD(       ) 2
 PP0641  ELLIP H (11/21/91)  240.97   (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: 15TWK0298054284(NAD 83)
 PP0641_MARKER: DD = SURVEY DISK
 PP0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0641_SP_SET: CONCRETE POST
 PP0641_STAMPING: 1910-D 1970
 PP0641_MARK LOGO: MNDT  
 PP0641_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0641+STABILITY: SURFACE MOTION
 PP0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0641+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 PP0641
 PP0641  HISTORY     - Date     Condition        Report By
 PP0641  HISTORY     - 1970     MONUMENTED       MNDT
 PP0641  HISTORY     - 19900724 GOOD             NGS
 PP0641  HISTORY     - 20021214 GOOD             USPSQD
 PP0641  HISTORY     - 20040919 GOOD             USPSQD
 PP0641
 PP0641                          STATION DESCRIPTION
 PP0641
 PP0641'DESCRIBED BY MN DEPT OF TRANSP 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 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0639 ***********************************************************************
 PP0639  DESIGNATION -  1910 E
 PP0639  PID         -  PP0639
 PP0639  STATE/COUNTY-  MN/DAKOTA
 PP0639  USGS QUAD   -  VERMILLION (1993)
 PP0639
 PP0639                         *CURRENT SURVEY CONTROL
 PP0639  ___________________________________________________________________
 PP0639* NAD 83(1986)-  44 44 20.     (N)    092 56 26.     (W)     SCALED    
 PP0639* NAVD 88     -       269.219  (meters)     883.26   (feet)  ADJUSTED  
 PP0639  ___________________________________________________________________
 PP0639  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 PP0639  DYNAMIC HT  -         269.196 (meters)     883.19  (feet)  COMP
 PP0639  MODELED GRAV-     980,524.3   (mgal)                       NAVD 88
 PP0639
 PP0639  VERT ORDER  -  SECOND    CLASS 0
 PP0639
 PP0639.The horizontal coordinates were scaled from a topographic map and have
 PP0639.an estimated accuracy of +/- 6 seconds.
 PP0639
 PP0639.The orthometric height was determined by differential leveling
 PP0639.and adjusted by the National Geodetic Survey in June 1991..
 PP0639
 PP0639.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PP0639;SPC MN S     -   293,760.      883,900.      MT  (+/- 180 meters Scaled)
 PP0639
 PP0639                          SUPERSEDED SURVEY CONTROL
 PP0639
 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: 15TWK047539(NAD 83)
 PP0639_MARKER: DD = SURVEY DISK
 PP0639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0639_SP_SET: MONUMENT
 PP0639_STAMPING: 1910-E 1970
 PP0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0639+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2002
 PP0639
 PP0639  HISTORY     - Date     Condition        Report By
 PP0639  HISTORY     - 1970     MONUMENTED       MNDT
 PP0639  HISTORY     - 20021214 GOOD             USPSQD
 PP0639
 PP0639                          STATION DESCRIPTION
 PP0639
 PP0639'DESCRIBED BY MN DEPT OF TRANSP 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 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0638 ***********************************************************************
 PP0638  DESIGNATION -  1910 F
 PP0638  PID         -  PP0638
 PP0638  STATE/COUNTY-  MN/DAKOTA
 PP0638  USGS QUAD   -  VERMILLION (1993)
 PP0638
 PP0638                         *CURRENT SURVEY CONTROL
 PP0638  ___________________________________________________________________
 PP0638* NAD 83(1986)-  44 44 18.     (N)    092 55 54.     (W)     SCALED    
 PP0638* NAVD 88     -       265.418  (meters)     870.79   (feet)  ADJUSTED  
 PP0638  ___________________________________________________________________
 PP0638  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 PP0638  DYNAMIC HT  -         265.395 (meters)     870.72  (feet)  COMP
 PP0638  MODELED GRAV-     980,522.1   (mgal)                       NAVD 88
 PP0638
 PP0638  VERT ORDER  -  SECOND    CLASS 0
 PP0638
 PP0638.The horizontal coordinates were scaled from a topographic map and have
 PP0638.an estimated accuracy of +/- 6 seconds.
 PP0638
 PP0638.The orthometric height was determined by differential leveling
 PP0638.and adjusted by the National Geodetic Survey in June 1991..
 PP0638
 PP0638.The geoid height was determined by GEOID03.
 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     -   293,700.      884,610.      MT  (+/- 180 meters Scaled)
 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: 15TWK054538(NAD 83)
 PP0638_MARKER: DD = SURVEY DISK
 PP0638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0638_SP_SET: MONUMENT
 PP0638_STAMPING: 1910-F 1970
 PP0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0638+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2002
 PP0638
 PP0638  HISTORY     - Date     Condition        Report By
 PP0638  HISTORY     - 1970     MONUMENTED       NGS
 PP0638  HISTORY     - 20021214 GOOD             USPSQD
 PP0638
 PP0638                          STATION DESCRIPTION
 PP0638
 PP0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 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 US POWER SQUADRON 2002 (JRD)
 PP0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0637 ***********************************************************************
 PP0637  DESIGNATION -  1910 G
 PP0637  PID         -  PP0637
 PP0637  STATE/COUNTY-  MN/DAKOTA
 PP0637  USGS QUAD   -  VERMILLION (1993)
 PP0637
 PP0637                         *CURRENT SURVEY CONTROL
 PP0637  ___________________________________________________________________
 PP0637* NAD 83(1986)-  44 44 18.     (N)    092 55 20.     (W)     SCALED    
 PP0637* NAVD 88     -       256.714  (meters)     842.24   (feet)  ADJUSTED  
 PP0637  ___________________________________________________________________
 PP0637  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 PP0637  DYNAMIC HT  -         256.690 (meters)     842.16  (feet)  COMP
 PP0637  MODELED GRAV-     980,520.0   (mgal)                       NAVD 88
 PP0637
 PP0637  VERT ORDER  -  SECOND    CLASS 0
 PP0637
 PP0637.The horizontal coordinates were scaled from a topographic map and have
 PP0637.an estimated accuracy of +/- 6 seconds.
 PP0637
 PP0637.The orthometric height was determined by differential leveling
 PP0637.and adjusted by the National Geodetic Survey in June 1991..
 PP0637
 PP0637.The geoid height was determined by GEOID03.
 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     -   293,710.      885,360.      MT  (+/- 180 meters Scaled)
 PP0637
 PP0637                          SUPERSEDED SURVEY CONTROL
 PP0637
 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: 15TWK061538(NAD 83)
 PP0637_MARKER: DD = SURVEY DISK
 PP0637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0637_SP_SET: CATTLE PASS
 PP0637_STAMPING: 1910-G 1970
 PP0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0637
 PP0637  HISTORY     - Date     Condition        Report By
 PP0637  HISTORY     - 1970     MONUMENTED       MNDT
 PP0637  HISTORY     - 20021214 MARK NOT FOUND   USPSQD
 PP0637
 PP0637                          STATION DESCRIPTION
 PP0637
 PP0637'DESCRIBED BY MN DEPT OF TRANSP 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 US POWER SQUADRON 2002 (JRD)
 PP0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0630 ***********************************************************************
 PP0630  DESIGNATION -  1910 J
 PP0630  PID         -  PP0630
 PP0630  STATE/COUNTY-  MN/DAKOTA
 PP0630  USGS QUAD   -  VERMILLION (1993)
 PP0630
 PP0630                         *CURRENT SURVEY CONTROL
 PP0630  ___________________________________________________________________
 PP0630* NAD 83(1986)-  44 44 18.     (N)    092 53 38.     (W)     SCALED    
 PP0630* NAVD 88     -       275.591  (meters)     904.17   (feet)  ADJUSTED  
 PP0630  ___________________________________________________________________
 PP0630  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 PP0630  DYNAMIC HT  -         275.564 (meters)     904.08  (feet)  COMP
 PP0630  MODELED GRAV-     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
 PP0630.and adjusted by the National Geodetic Survey in June 1991..
 PP0630
 PP0630.The geoid height was determined by GEOID03.
 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     -   293,740.      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: 15TWK084538(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0629 ***********************************************************************
 PP0629  DESIGNATION -  1910 K
 PP0629  PID         -  PP0629
 PP0629  STATE/COUNTY-  MN/DAKOTA
 PP0629  USGS QUAD   -  VERMILLION (1993)
 PP0629
 PP0629                         *CURRENT SURVEY CONTROL
 PP0629  ___________________________________________________________________
 PP0629* NAD 83(1986)-  44 44 19.     (N)    092 52 57.     (W)     SCALED    
 PP0629* NAVD 88     -       260.029  (meters)     853.11   (feet)  ADJUSTED  
 PP0629  ___________________________________________________________________
 PP0629  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 PP0629  DYNAMIC HT  -         260.003 (meters)     853.03  (feet)  COMP
 PP0629  MODELED GRAV-     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
 PP0629.and adjusted by the National Geodetic Survey in June 1991..
 PP0629
 PP0629.The geoid height was determined by GEOID03.
 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_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
 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0563 ***********************************************************************
 PP0563  DESIGNATION -  1911 H
 PP0563  PID         -  PP0563
 PP0563  STATE/COUNTY-  MN/DAKOTA
 PP0563  USGS QUAD   -  CANNON FALLS (1974)
 PP0563
 PP0563                         *CURRENT SURVEY CONTROL
 PP0563  ___________________________________________________________________
 PP0563* NAD 83(1986)-  44 35 54.     (N)    092 59 35.     (W)     SCALED    
 PP0563* NAVD 88     -       292.364  (meters)     959.20   (feet)  ADJUSTED  
 PP0563  ___________________________________________________________________
 PP0563  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 PP0563  DYNAMIC HT  -         292.328 (meters)     959.08  (feet)  COMP
 PP0563  MODELED GRAV-     980,484.5   (mgal)                       NAVD 88
 PP0563
 PP0563  VERT ORDER  -  SECOND    CLASS 0
 PP0563
 PP0563.The horizontal coordinates were scaled from a topographic map and have
 PP0563.an estimated accuracy of +/- 6 seconds.
 PP0563
 PP0563.The orthometric height was determined by differential leveling
 PP0563.and adjusted by the National Geodetic Survey in June 1991..
 PP0563
 PP0563.The geoid height was determined by GEOID03.
 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     -   278,090.      879,940.      MT  (+/- 180 meters Scaled)
 PP0563
 PP0563                          SUPERSEDED SURVEY CONTROL
 PP0563
 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: 15TWK005383(NAD 83)
 PP0563_MARKER: DD = SURVEY DISK
 PP0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0563_SP_SET: CULVERT
 PP0563_STAMPING: 1911-H 1972
 PP0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0563+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 PP0563
 PP0563  HISTORY     - Date     Condition        Report By
 PP0563  HISTORY     - 1972     MONUMENTED       MNDT
 PP0563  HISTORY     - 20021228 GOOD             USPSQD
 PP0563  HISTORY     - 20050328 GOOD             USPSQD
 PP0563
 PP0563                          STATION DESCRIPTION
 PP0563
 PP0563'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4447 ***********************************************************************
 AH4447  DESIGNATION -  1912 AA
 AH4447  PID         -  AH4447
 AH4447  STATE/COUNTY-  MN/DAKOTA
 AH4447  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4447
 AH4447                         *CURRENT SURVEY CONTROL
 AH4447  ___________________________________________________________________
 AH4447* NAD 83(1986)-  44 51 55.     (N)    093 01 24.     (W)     SCALED    
 AH4447* NAVD 88     -       216.350  (meters)     709.81   (feet)  ADJUSTED  
 AH4447  ___________________________________________________________________
 AH4447  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AH4447  DYNAMIC HT  -         216.344 (meters)     709.79  (feet)  COMP
 AH4447  MODELED GRAV-     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
 AH4447.and adjusted by the National Geodetic Survey in June 2000..
 AH4447
 AH4447.The geoid height was determined by GEOID03.
 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_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: FLUSH
 AH4447_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4447
 AH4447  HISTORY     - Date     Condition        Report By
 AH4447  HISTORY     - 1989     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4448 ***********************************************************************
 AH4448  DESIGNATION -  1912 AB
 AH4448  PID         -  AH4448
 AH4448  STATE/COUNTY-  MN/DAKOTA
 AH4448  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4448
 AH4448                         *CURRENT SURVEY CONTROL
 AH4448  ___________________________________________________________________
 AH4448* NAD 83(1986)-  44 51 13.     (N)    093 00 46.     (W)     SCALED    
 AH4448* NAVD 88     -       214.064  (meters)     702.31   (feet)  ADJUSTED  
 AH4448  ___________________________________________________________________
 AH4448  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AH4448  DYNAMIC HT  -         214.058 (meters)     702.29  (feet)  COMP
 AH4448  MODELED GRAV-     980,581.8   (mgal)                       NAVD 88
 AH4448
 AH4448  VERT ORDER  -  SECOND    CLASS I
 AH4448
 AH4448.The horizontal coordinates were scaled from a topographic map and have
 AH4448.an estimated accuracy of +/- 6 seconds.
 AH4448
 AH4448.The orthometric height was determined by differential leveling
 AH4448.and adjusted by the National Geodetic Survey in June 2000..
 AH4448
 AH4448.The geoid height was determined by GEOID03.
 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     -   306,430.      878,030.      MT  (+/- 180 meters Scaled)
 AH4448
 AH4448                          SUPERSEDED SURVEY CONTROL
 AH4448
 AH4448.No superseded survey control is available for this station.
 AH4448
 AH4448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK989666(NAD 83)
 AH4448_MARKER: DV = VERTICAL CONTROL DISK
 AH4448_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH4448+WITH SETTING: PAVEMENT
 AH4448_SP_SET: SIGNAL BASE
 AH4448_STAMPING: 1912 AB 1989
 AH4448_MARK LOGO: MNDT  
 AH4448_PROJECTION: FLUSH
 AH4448_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH4448+STABILITY: SURFACE MOTION
 AH4448
 AH4448  HISTORY     - Date     Condition        Report By
 AH4448  HISTORY     - 1989     MONUMENTED       MNDT
 AH4448  HISTORY     - 20040424 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1339 ***********************************************************************
 PP1339  DESIGNATION -  1912 U
 PP1339  PID         -  PP1339
 PP1339  STATE/COUNTY-  MN/DAKOTA
 PP1339  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1339
 PP1339                         *CURRENT SURVEY CONTROL
 PP1339  ___________________________________________________________________
 PP1339* NAD 83(1986)-  44 50 51.     (N)    093 01 13.     (W)     SCALED    
 PP1339* NAVD 88     -       243.356  (meters)     798.41   (feet)  ADJUSTED  
 PP1339  ___________________________________________________________________
 PP1339  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 PP1339  DYNAMIC HT  -         243.349 (meters)     798.39  (feet)  COMP
 PP1339  MODELED GRAV-     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
 PP1339.and adjusted by the National Geodetic Survey in June 1991..
 PP1339
 PP1339.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1338 ***********************************************************************
 PP1338  DESIGNATION -  1912 V
 PP1338  PID         -  PP1338
 PP1338  STATE/COUNTY-  MN/DAKOTA
 PP1338  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1338
 PP1338                         *CURRENT SURVEY CONTROL
 PP1338  ___________________________________________________________________
 PP1338* NAD 83(1986)-  44 50 27.     (N)    093 01 16.     (W)     SCALED    
 PP1338* NAVD 88     -       244.867  (meters)     803.37   (feet)  ADJUSTED  
 PP1338  ___________________________________________________________________
 PP1338  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 PP1338  DYNAMIC HT  -         244.859 (meters)     803.34  (feet)  COMP
 PP1338  MODELED GRAV-     980,579.3   (mgal)                       NAVD 88
 PP1338
 PP1338  VERT ORDER  -  SECOND    CLASS 0
 PP1338
 PP1338.The horizontal coordinates were scaled from a topographic map and have
 PP1338.an estimated accuracy of +/- 6 seconds.
 PP1338
 PP1338.The orthometric height was determined by differential leveling
 PP1338.and adjusted by the National Geodetic Survey in June 1991..
 PP1338
 PP1338.The geoid height was determined by GEOID03.
 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     -   305,000.      877,390.      MT  (+/- 180 meters Scaled)
 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: 15TVK983652(NAD 83)
 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: MNDT  
 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
 PP1338  HISTORY     - Date     Condition        Report By
 PP1338  HISTORY     - 1970     MONUMENTED       MNDT
 PP1338  HISTORY     - 19881215 GOOD             MNDT
 PP1338  HISTORY     - 20040424 POOR             USPSQD
 PP1338
 PP1338                          STATION DESCRIPTION
 PP1338
 PP1338'DESCRIBED BY MN DEPT OF TRANSP 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1337 ***********************************************************************
 PP1337  DESIGNATION -  1912 W
 PP1337  PID         -  PP1337
 PP1337  STATE/COUNTY-  MN/DAKOTA
 PP1337  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1337
 PP1337                         *CURRENT SURVEY CONTROL
 PP1337  ___________________________________________________________________
 PP1337* NAD 83(1986)-  44 50 06.     (N)    093 01 21.     (W)     SCALED    
 PP1337* NAVD 88     -       260.638  (meters)     855.11   (feet)  ADJUSTED  
 PP1337  ___________________________________________________________________
 PP1337  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 PP1337  DYNAMIC HT  -         260.629 (meters)     855.08  (feet)  COMP
 PP1337  MODELED GRAV-     980,576.8   (mgal)                       NAVD 88
 PP1337
 PP1337  VERT ORDER  -  SECOND    CLASS 0
 PP1337
 PP1337.The horizontal coordinates were scaled from a topographic map and have
 PP1337.an estimated accuracy of +/- 6 seconds.
 PP1337
 PP1337.The orthometric height was determined by differential leveling
 PP1337.and adjusted by the National Geodetic Survey in June 1991..
 PP1337
 PP1337.The geoid height was determined by GEOID03.
 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     -   304,350.      877,290.      MT  (+/- 180 meters Scaled)
 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: 15TVK982646(NAD 83)
 PP1337_MARKER: DB = BENCH MARK DISK
 PP1337_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1337_STAMPING: 1912 W 1970
 PP1337_MARK LOGO: MNDT  
 PP1337_PROJECTION: FLUSH
 PP1337_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1337
 PP1337  HISTORY     - Date     Condition        Report By
 PP1337  HISTORY     - 1970     MONUMENTED       MNDT
 PP1337  HISTORY     - 1986     GOOD             USPSQD
 PP1337  HISTORY     - 19881215 GOOD             MNDT
 PP1337
 PP1337                          STATION DESCRIPTION
 PP1337
 PP1337'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1335 ***********************************************************************
 PP1335  DESIGNATION -  1912 X
 PP1335  PID         -  PP1335
 PP1335  STATE/COUNTY-  MN/DAKOTA
 PP1335  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1335
 PP1335                         *CURRENT SURVEY CONTROL
 PP1335  ___________________________________________________________________
 PP1335* NAD 83(1986)-  44 49 12.     (N)    093 01 48.     (W)     SCALED    
 PP1335* NAVD 88     -       276.921  (meters)     908.53   (feet)  ADJUSTED  
 PP1335  ___________________________________________________________________
 PP1335  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 PP1335  DYNAMIC HT  -         276.910 (meters)     908.50  (feet)  COMP
 PP1335  MODELED GRAV-     980,571.5   (mgal)                       NAVD 88
 PP1335
 PP1335  VERT ORDER  -  SECOND    CLASS 0
 PP1335
 PP1335.The horizontal coordinates were scaled from a topographic map and have
 PP1335.an estimated accuracy of +/- 6 seconds.
 PP1335
 PP1335.The orthometric height was determined by differential leveling
 PP1335.and adjusted by the National Geodetic Survey in June 1991..
 PP1335
 PP1335.The geoid height was determined by GEOID03.
 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     -   302,680.      876,710.      MT  (+/- 180 meters Scaled)
 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: 15TVK976629(NAD 83)
 PP1335_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1335+STABILITY: SURFACE MOTION
 PP1335
 PP1335  HISTORY     - Date     Condition        Report By
 PP1335  HISTORY     - 1970     MONUMENTED       MNDT
 PP1335
 PP1335                          STATION DESCRIPTION
 PP1335
 PP1335'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1334 ***********************************************************************
 PP1334  DESIGNATION -  1912 Y
 PP1334  PID         -  PP1334
 PP1334  STATE/COUNTY-  MN/DAKOTA
 PP1334  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1334
 PP1334                         *CURRENT SURVEY CONTROL
 PP1334  ___________________________________________________________________
 PP1334* NAD 83(1986)-  44 48 52.     (N)    093 02 04.     (W)     SCALED    
 PP1334* NAVD 88     -       286.971  (meters)     941.50   (feet)  ADJUSTED  
 PP1334  ___________________________________________________________________
 PP1334  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 PP1334  DYNAMIC HT  -         286.959 (meters)     941.46  (feet)  COMP
 PP1334  MODELED GRAV-     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
 PP1334.and adjusted by the National Geodetic Survey in June 1991..
 PP1334
 PP1334.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0621 ***********************************************************************
 PP0621  DESIGNATION -  1913 A
 PP0621  PID         -  PP0621
 PP0621  STATE/COUNTY-  MN/DAKOTA
 PP0621  USGS QUAD   -  HASTINGS (1993)
 PP0621
 PP0621                         *CURRENT SURVEY CONTROL
 PP0621  ___________________________________________________________________
 PP0621* NAD 83(1986)-  44 44 39.     (N)    092 51 08.     (W)     SCALED    
 PP0621* NAVD 88     -       222.594  (meters)     730.29   (feet)  ADJUSTED  
 PP0621  ___________________________________________________________________
 PP0621  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 PP0621  DYNAMIC HT  -         222.570 (meters)     730.22  (feet)  COMP
 PP0621  MODELED GRAV-     980,506.3   (mgal)                       NAVD 88
 PP0621
 PP0621  VERT ORDER  -  SECOND    CLASS 0
 PP0621
 PP0621.The horizontal coordinates were scaled from a topographic map and have
 PP0621.an estimated accuracy of +/- 6 seconds.
 PP0621
 PP0621.The orthometric height was determined by differential leveling
 PP0621.and adjusted by the National Geodetic Survey in June 1995..
 PP0621
 PP0621.The geoid height was determined by GEOID03.
 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     -   294,440.      890,890.      MT  (+/- 180 meters Scaled)
 PP0621
 PP0621                          SUPERSEDED SURVEY CONTROL
 PP0621
 PP0621  NAVD 88 (06/15/91)  222.589  (m)          730.28   (f) UNKNOWN     2 0
 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: 15TWK116545(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0621
 PP0621  HISTORY     - Date     Condition        Report By
 PP0621  HISTORY     - 1970     MONUMENTED       MNHD
 PP0621  HISTORY     - 19880808 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3435 ***********************************************************************
 PP3435  DESIGNATION -  1913 B
 PP3435  PID         -  PP3435
 PP3435  STATE/COUNTY-  MN/DAKOTA
 PP3435  USGS QUAD   -  MIESVILLE (1974)
 PP3435
 PP3435                         *CURRENT SURVEY CONTROL
 PP3435  ___________________________________________________________________
 PP3435* NAD 83(1986)-  44 36 02.     (N)    092 48 04.     (W)     SCALED    
 PP3435* NAVD 88     -       296.532  (meters)     972.87   (feet)  ADJUSTED  
 PP3435  ___________________________________________________________________
 PP3435  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 PP3435  DYNAMIC HT  -         296.488 (meters)     972.73  (feet)  COMP
 PP3435  MODELED GRAV-     980,459.9   (mgal)                       NAVD 88
 PP3435
 PP3435  VERT ORDER  -  SECOND    CLASS I
 PP3435
 PP3435.The horizontal coordinates were scaled from a topographic map and have
 PP3435.an estimated accuracy of +/- 6 seconds.
 PP3435
 PP3435.The orthometric height was determined by differential leveling
 PP3435.and adjusted by the National Geodetic Survey in June 1995..
 PP3435
 PP3435.The geoid height was determined by GEOID03.
 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     -   278,540.      895,170.      MT  (+/- 180 meters Scaled)
 PP3435
 PP3435                          SUPERSEDED SURVEY CONTROL
 PP3435
 PP3435.No superseded survey control is available for this station.
 PP3435
 PP3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK157385(NAD 83)
 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_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 - December 14, 2002
 PP3435
 PP3435  HISTORY     - Date     Condition        Report By
 PP3435  HISTORY     - 1988     MONUMENTED       MNDT
 PP3435  HISTORY     - 20021214 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3434 ***********************************************************************
 PP3434  DESIGNATION -  1913 C
 PP3434  PID         -  PP3434
 PP3434  STATE/COUNTY-  MN/DAKOTA
 PP3434  USGS QUAD   -  MIESVILLE (1974)
 PP3434
 PP3434                         *CURRENT SURVEY CONTROL
 PP3434  ___________________________________________________________________
 PP3434* NAD 83(1986)-  44 36 02.     (N)    092 48 44.     (W)     SCALED    
 PP3434* NAVD 88     -       284.526  (meters)     933.48   (feet)  ADJUSTED  
 PP3434  ___________________________________________________________________
 PP3434  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 PP3434  DYNAMIC HT  -         284.484 (meters)     933.34  (feet)  COMP
 PP3434  MODELED GRAV-     980,462.0   (mgal)                       NAVD 88
 PP3434
 PP3434  VERT ORDER  -  SECOND    CLASS I
 PP3434
 PP3434.The horizontal coordinates were scaled from a topographic map and have
 PP3434.an estimated accuracy of +/- 6 seconds.
 PP3434
 PP3434.The orthometric height was determined by differential leveling
 PP3434.and adjusted by the National Geodetic Survey in June 1995..
 PP3434
 PP3434.The geoid height was determined by GEOID03.
 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     -   278,530.      894,290.      MT  (+/- 180 meters Scaled)
 PP3434
 PP3434                          SUPERSEDED SURVEY CONTROL
 PP3434
 PP3434.No superseded survey control is available for this station.
 PP3434
 PP3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK149385(NAD 83)
 PP3434_MARKER: DV = VERTICAL CONTROL DISK
 PP3434_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3434_SP_SET: BOX CULVERT HEADWALL
 PP3434_STAMPING: 1913 C 1988
 PP3434_MARK LOGO: MNDT  
 PP3434_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3434+STABILITY: SURFACE MOTION
 PP3434
 PP3434  HISTORY     - Date     Condition        Report By
 PP3434  HISTORY     - 1988     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3433 ***********************************************************************
 PP3433  DESIGNATION -  1913 D
 PP3433  PID         -  PP3433
 PP3433  STATE/COUNTY-  MN/DAKOTA
 PP3433  USGS QUAD   -  MIESVILLE (1974)
 PP3433
 PP3433                         *CURRENT SURVEY CONTROL
 PP3433  ___________________________________________________________________
 PP3433* NAD 83(1986)-  44 36 03.     (N)    092 48 48.     (W)     SCALED    
 PP3433* NAVD 88     -       284.833  (meters)     934.49   (feet)  ADJUSTED  
 PP3433  ___________________________________________________________________
 PP3433  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 PP3433  DYNAMIC HT  -         284.791 (meters)     934.35  (feet)  COMP
 PP3433  MODELED GRAV-     980,462.3   (mgal)                       NAVD 88
 PP3433
 PP3433  VERT ORDER  -  SECOND    CLASS I
 PP3433
 PP3433.The horizontal coordinates were scaled from a topographic map and have
 PP3433.an estimated accuracy of +/- 6 seconds.
 PP3433
 PP3433.The orthometric height was determined by differential leveling
 PP3433.and adjusted by the National Geodetic Survey in June 1995..
 PP3433
 PP3433.The geoid height was determined by GEOID03.
 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     -   278,560.      894,200.      MT  (+/- 180 meters Scaled)
 PP3433
 PP3433                          SUPERSEDED SURVEY CONTROL
 PP3433
 PP3433.No superseded survey control is available for this station.
 PP3433
 PP3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK148386(NAD 83)
 PP3433_MARKER: DV = VERTICAL CONTROL DISK
 PP3433_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3433_SP_SET: CONCRETE STEP
 PP3433_STAMPING: 1913 D 1988
 PP3433_MARK LOGO: MNDT  
 PP3433_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3433+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3432 ***********************************************************************
 PP3432  DESIGNATION -  1913 E
 PP3432  PID         -  PP3432
 PP3432  STATE/COUNTY-  MN/DAKOTA
 PP3432  USGS QUAD   -  MIESVILLE (1974)
 PP3432
 PP3432                         *CURRENT SURVEY CONTROL
 PP3432  ___________________________________________________________________
 PP3432* NAD 83(1986)-  44 36 02.     (N)    092 49 37.     (W)     SCALED    
 PP3432* NAVD 88     -       293.154  (meters)     961.79   (feet)  ADJUSTED  
 PP3432  ___________________________________________________________________
 PP3432  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 PP3432  DYNAMIC HT  -         293.111 (meters)     961.65  (feet)  COMP
 PP3432  MODELED GRAV-     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
 PP3432.and adjusted by the National Geodetic Survey in June 1995..
 PP3432
 PP3432.The geoid height was determined by GEOID03.
 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_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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3431 ***********************************************************************
 PP3431  DESIGNATION -  1913 F
 PP3431  PID         -  PP3431
 PP3431  STATE/COUNTY-  MN/DAKOTA
 PP3431  USGS QUAD   -  MIESVILLE (1974)
 PP3431
 PP3431                         *CURRENT SURVEY CONTROL
 PP3431  ___________________________________________________________________
 PP3431* NAD 83(1986)-  44 36 02.     (N)    092 50 32.     (W)     SCALED    
 PP3431* NAVD 88     -       283.136  (meters)     928.92   (feet)  ADJUSTED  
 PP3431  ___________________________________________________________________
 PP3431  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 PP3431  DYNAMIC HT  -         283.096 (meters)     928.79  (feet)  COMP
 PP3431  MODELED GRAV-     980,467.6   (mgal)                       NAVD 88
 PP3431
 PP3431  VERT ORDER  -  SECOND    CLASS I
 PP3431
 PP3431.The horizontal coordinates were scaled from a topographic map and have
 PP3431.an estimated accuracy of +/- 6 seconds.
 PP3431
 PP3431.The orthometric height was determined by differential leveling
 PP3431.and adjusted by the National Geodetic Survey in June 1995..
 PP3431
 PP3431.The geoid height was determined by GEOID03.
 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     -   278,490.      891,910.      MT  (+/- 180 meters Scaled)
 PP3431
 PP3431                          SUPERSEDED SURVEY CONTROL
 PP3431
 PP3431.No superseded survey control is available for this station.
 PP3431
 PP3431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK125385(NAD 83)
 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_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 - September 17, 2005
 PP3431
 PP3431  HISTORY     - Date     Condition        Report By
 PP3431  HISTORY     - 1988     MONUMENTED       MNDT
 PP3431  HISTORY     - 20021214 GOOD             USPSQD
 PP3431  HISTORY     - 20050917 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3401 ***********************************************************************
 PP3401  DESIGNATION -  1913 G
 PP3401  PID         -  PP3401
 PP3401  STATE/COUNTY-  MN/DAKOTA
 PP3401  USGS QUAD   -  MIESVILLE (1974)
 PP3401
 PP3401                         *CURRENT SURVEY CONTROL
 PP3401  ___________________________________________________________________
 PP3401* NAD 83(1986)-  44 36 06.     (N)    092 51 18.     (W)     SCALED    
 PP3401* NAVD 88     -       291.831  (meters)     957.45   (feet)  ADJUSTED  
 PP3401  ___________________________________________________________________
 PP3401  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 PP3401  DYNAMIC HT  -         291.790 (meters)     957.31  (feet)  COMP
 PP3401  MODELED GRAV-     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
 PP3401.and adjusted by the National Geodetic Survey in June 1995..
 PP3401
 PP3401.The geoid height was determined by GEOID03.
 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_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_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 - September 17, 2005
 PP3401
 PP3401  HISTORY     - Date     Condition        Report By
 PP3401  HISTORY     - 1988     MONUMENTED       MNDT
 PP3401  HISTORY     - 20040727 GOOD             USPSQD
 PP3401  HISTORY     - 20050917 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3416 ***********************************************************************
 PP3416  DESIGNATION -  1913 H
 PP3416  PID         -  PP3416
 PP3416  STATE/COUNTY-  MN/DAKOTA
 PP3416  USGS QUAD   -  MIESVILLE (1974)
 PP3416
 PP3416                         *CURRENT SURVEY CONTROL
 PP3416  ___________________________________________________________________
 PP3416* NAD 83(1986)-  44 36 46.     (N)    092 51 19.     (W)     SCALED    
 PP3416* NAVD 88     -       277.777  (meters)     911.34   (feet)  ADJUSTED  
 PP3416  ___________________________________________________________________
 PP3416  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 PP3416  DYNAMIC HT  -         277.739 (meters)     911.22  (feet)  COMP
 PP3416  MODELED GRAV-     980,472.1   (mgal)                       NAVD 88
 PP3416
 PP3416  VERT ORDER  -  SECOND    CLASS I
 PP3416
 PP3416.The horizontal coordinates were scaled from a topographic map and have
 PP3416.an estimated accuracy of +/- 6 seconds.
 PP3416
 PP3416.The orthometric height was determined by differential leveling
 PP3416.and adjusted by the National Geodetic Survey in June 1995..
 PP3416
 PP3416.The geoid height was determined by GEOID03.
 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     -   279,830.      890,850.      MT  (+/- 180 meters Scaled)
 PP3416
 PP3416                          SUPERSEDED SURVEY CONTROL
 PP3416
 PP3416.No superseded survey control is available for this station.
 PP3416
 PP3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK114399(NAD 83)
 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_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 - September 17, 2005
 PP3416
 PP3416  HISTORY     - Date     Condition        Report By
 PP3416  HISTORY     - 1988     MONUMENTED       MNDT
 PP3416  HISTORY     - 20021207 GOOD             USPSQD
 PP3416  HISTORY     - 20050917 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3417 ***********************************************************************
 PP3417  DESIGNATION -  1913 J
 PP3417  PID         -  PP3417
 PP3417  STATE/COUNTY-  MN/DAKOTA
 PP3417  USGS QUAD   -  MIESVILLE (1974)
 PP3417
 PP3417                         *CURRENT SURVEY CONTROL
 PP3417  ___________________________________________________________________
 PP3417* NAD 83(1986)-  44 37 23.     (N)    092 51 13.     (W)     SCALED    
 PP3417* NAVD 88     -       272.755  (meters)     894.86   (feet)  ADJUSTED  
 PP3417  ___________________________________________________________________
 PP3417  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 PP3417  DYNAMIC HT  -         272.717 (meters)     894.74  (feet)  COMP
 PP3417  MODELED GRAV-     980,473.8   (mgal)                       NAVD 88
 PP3417
 PP3417  VERT ORDER  -  SECOND    CLASS I
 PP3417
 PP3417.The horizontal coordinates were scaled from a topographic map and have
 PP3417.an estimated accuracy of +/- 6 seconds.
 PP3417
 PP3417.The orthometric height was determined by differential leveling
 PP3417.and adjusted by the National Geodetic Survey in June 1995..
 PP3417
 PP3417.The geoid height was determined by GEOID03.
 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     -   280,980.      890,970.      MT  (+/- 180 meters Scaled)
 PP3417
 PP3417                          SUPERSEDED SURVEY CONTROL
 PP3417
 PP3417.No superseded survey control is available for this station.
 PP3417
 PP3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK116410(NAD 83)
 PP3417_MARKER: DV = VERTICAL CONTROL DISK
 PP3417_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP3417+WITH SETTING: INFORMATION.
 PP3417_SP_SET: METAL ROD DRIVEN INTO GROUND
 PP3417_STAMPING: 1913 J 1988
 PP3417_MARK LOGO: MNDT  
 PP3417_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3417+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 PP3417
 PP3417  HISTORY     - Date     Condition        Report By
 PP3417  HISTORY     - 1988     MONUMENTED       MNDT
 PP3417  HISTORY     - 20021207 GOOD             USPSQD
 PP3417  HISTORY     - 20050917 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3418 ***********************************************************************
 PP3418  DESIGNATION -  1913 K
 PP3418  PID         -  PP3418
 PP3418  STATE/COUNTY-  MN/DAKOTA
 PP3418  USGS QUAD   -  HASTINGS (1993)
 PP3418
 PP3418                         *CURRENT SURVEY CONTROL
 PP3418  ___________________________________________________________________
 PP3418* NAD 83(1986)-  44 37 57.     (N)    092 51 07.     (W)     SCALED    
 PP3418* NAVD 88     -       272.050  (meters)     892.55   (feet)  ADJUSTED  
 PP3418  ___________________________________________________________________
 PP3418  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 PP3418  DYNAMIC HT  -         272.013 (meters)     892.43  (feet)  COMP
 PP3418  MODELED GRAV-     980,475.5   (mgal)                       NAVD 88
 PP3418
 PP3418  VERT ORDER  -  SECOND    CLASS I
 PP3418
 PP3418.The horizontal coordinates were scaled from a topographic map and have
 PP3418.an estimated accuracy of +/- 6 seconds.
 PP3418
 PP3418.The orthometric height was determined by differential leveling
 PP3418.and adjusted by the National Geodetic Survey in June 1995..
 PP3418
 PP3418.The geoid height was determined by GEOID03.
 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     -   282,030.      891,090.      MT  (+/- 180 meters Scaled)
 PP3418
 PP3418                          SUPERSEDED SURVEY CONTROL
 PP3418
 PP3418.No superseded survey control is available for this station.
 PP3418
 PP3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK117421(NAD 83)
 PP3418_MARKER: DV = VERTICAL CONTROL DISK
 PP3418_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP3418+WITH SETTING: INFORMATION.
 PP3418_SP_SET: METAL ROD DRIVEN INTO GROUND
 PP3418_STAMPING: 1913 K 1988
 PP3418_MARK LOGO: MNDT  
 PP3418_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3418+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 PP3418
 PP3418  HISTORY     - Date     Condition        Report By
 PP3418  HISTORY     - 1988     MONUMENTED       MNDT
 PP3418  HISTORY     - 20021207 GOOD             USPSQD
 PP3418  HISTORY     - 20050917 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3419 ***********************************************************************
 PP3419  DESIGNATION -  1913 L
 PP3419  PID         -  PP3419
 PP3419  STATE/COUNTY-  MN/DAKOTA
 PP3419  USGS QUAD   -  HASTINGS (1993)
 PP3419
 PP3419                         *CURRENT SURVEY CONTROL
 PP3419  ___________________________________________________________________
 PP3419* NAD 83(1986)-  44 38 41.     (N)    092 51 07.     (W)     SCALED    
 PP3419* NAVD 88     -       259.514  (meters)     851.42   (feet)  ADJUSTED  
 PP3419  ___________________________________________________________________
 PP3419  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 PP3419  DYNAMIC HT  -         259.479 (meters)     851.31  (feet)  COMP
 PP3419  MODELED GRAV-     980,478.4   (mgal)                       NAVD 88
 PP3419
 PP3419  VERT ORDER  -  SECOND    CLASS I
 PP3419
 PP3419.The horizontal coordinates were scaled from a topographic map and have
 PP3419.an estimated accuracy of +/- 6 seconds.
 PP3419
 PP3419.The orthometric height was determined by differential leveling
 PP3419.and adjusted by the National Geodetic Survey in June 1995..
 PP3419
 PP3419.The geoid height was determined by GEOID03.
 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     -   283,390.      891,070.      MT  (+/- 180 meters Scaled)
 PP3419
 PP3419                          SUPERSEDED SURVEY CONTROL
 PP3419
 PP3419.No superseded survey control is available for this station.
 PP3419
 PP3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK117434(NAD 83)
 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_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 - November 30, 2002
 PP3419
 PP3419  HISTORY     - Date     Condition        Report By
 PP3419  HISTORY     - 1988     MONUMENTED       MNDT
 PP3419  HISTORY     - 20021130 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3420 ***********************************************************************
 PP3420  DESIGNATION -  1913 M
 PP3420  PID         -  PP3420
 PP3420  STATE/COUNTY-  MN/DAKOTA
 PP3420  USGS QUAD   -  HASTINGS (1993)
 PP3420
 PP3420                         *CURRENT SURVEY CONTROL
 PP3420  ___________________________________________________________________
 PP3420* NAD 83(1986)-  44 39 12.     (N)    092 51 14.     (W)     SCALED    
 PP3420* NAVD 88     -       258.719  (meters)     848.81   (feet)  ADJUSTED  
 PP3420  ___________________________________________________________________
 PP3420  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 PP3420  DYNAMIC HT  -         258.686 (meters)     848.71  (feet)  COMP
 PP3420  MODELED GRAV-     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
 PP3420.and adjusted by the National Geodetic Survey in June 1995..
 PP3420
 PP3420.The geoid height was determined by GEOID03.
 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_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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3420
 PP3420  HISTORY     - Date     Condition        Report By
 PP3420  HISTORY     - 1988     MONUMENTED       MNDT
 PP3420  HISTORY     - 20021228 POOR             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3421 ***********************************************************************
 PP3421  DESIGNATION -  1913 N
 PP3421  PID         -  PP3421
 PP3421  STATE/COUNTY-  MN/DAKOTA
 PP3421  USGS QUAD   -  HASTINGS (1993)
 PP3421
 PP3421                         *CURRENT SURVEY CONTROL
 PP3421  ___________________________________________________________________
 PP3421* NAD 83(1986)-  44 39 42.     (N)    092 51 13.     (W)     SCALED    
 PP3421* NAVD 88     -       268.134  (meters)     879.70   (feet)  ADJUSTED  
 PP3421  ___________________________________________________________________
 PP3421  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 PP3421  DYNAMIC HT  -         268.100 (meters)     879.59  (feet)  COMP
 PP3421  MODELED GRAV-     980,483.1   (mgal)                       NAVD 88
 PP3421
 PP3421  VERT ORDER  -  SECOND    CLASS I
 PP3421
 PP3421.The horizontal coordinates were scaled from a topographic map and have
 PP3421.an estimated accuracy of +/- 6 seconds.
 PP3421
 PP3421.The orthometric height was determined by differential leveling
 PP3421.and adjusted by the National Geodetic Survey in June 1995..
 PP3421
 PP3421.The geoid height was determined by GEOID03.
 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     -   285,270.      890,910.      MT  (+/- 180 meters Scaled)
 PP3421
 PP3421                          SUPERSEDED SURVEY CONTROL
 PP3421
 PP3421.No superseded survey control is available for this station.
 PP3421
 PP3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK116453(NAD 83)
 PP3421_MARKER: DV = VERTICAL CONTROL DISK
 PP3421_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP3421+WITH SETTING: INFORMATION.
 PP3421_SP_SET: METAL ROD DRIVEN INTO GROUND
 PP3421_STAMPING: 1913 N 1988
 PP3421_MARK LOGO: MNDT  
 PP3421_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3421+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2002
 PP3421
 PP3421  HISTORY     - Date     Condition        Report By
 PP3421  HISTORY     - 1988     MONUMENTED       MNDT
 PP3421  HISTORY     - 20021130 GOOD             USPSQD
 PP3421  HISTORY     - 20021228 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3422 ***********************************************************************
 PP3422  DESIGNATION -  1913 P
 PP3422  PID         -  PP3422
 PP3422  STATE/COUNTY-  MN/DAKOTA
 PP3422  USGS QUAD   -  HASTINGS (1993)
 PP3422
 PP3422                         *CURRENT SURVEY CONTROL
 PP3422  ___________________________________________________________________
 PP3422* NAD 83(1986)-  44 40 25.     (N)    092 51 09.     (W)     SCALED    
 PP3422* NAVD 88     -       250.185  (meters)     820.82   (feet)  ADJUSTED  
 PP3422  ___________________________________________________________________
 PP3422  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 PP3422  DYNAMIC HT  -         250.154 (meters)     820.71  (feet)  COMP
 PP3422  MODELED GRAV-     980,486.1   (mgal)                       NAVD 88
 PP3422
 PP3422  VERT ORDER  -  SECOND    CLASS I
 PP3422
 PP3422.The horizontal coordinates were scaled from a topographic map and have
 PP3422.an estimated accuracy of +/- 6 seconds.
 PP3422
 PP3422.The orthometric height was determined by differential leveling
 PP3422.and adjusted by the National Geodetic Survey in June 1995..
 PP3422
 PP3422.The geoid height was determined by GEOID03.
 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     -   286,600.      890,980.      MT  (+/- 180 meters Scaled)
 PP3422
 PP3422                          SUPERSEDED SURVEY CONTROL
 PP3422
 PP3422.No superseded survey control is available for this station.
 PP3422
 PP3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK116467(NAD 83)
 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_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 - December 28, 2002
 PP3422
 PP3422  HISTORY     - Date     Condition        Report By
 PP3422  HISTORY     - 1988     MONUMENTED       MNDT
 PP3422  HISTORY     - 20021130 GOOD             USPSQD
 PP3422  HISTORY     - 20021228 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3423 ***********************************************************************
 PP3423  DESIGNATION -  1913 Q
 PP3423  PID         -  PP3423
 PP3423  STATE/COUNTY-  MN/DAKOTA
 PP3423  USGS QUAD   -  HASTINGS (1993)
 PP3423
 PP3423                         *CURRENT SURVEY CONTROL
 PP3423  ___________________________________________________________________
 PP3423* NAD 83(1986)-  44 40 55.     (N)    092 51 17.     (W)     SCALED    
 PP3423* NAVD 88     -       250.212  (meters)     820.90   (feet)  ADJUSTED  
 PP3423  ___________________________________________________________________
 PP3423  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 PP3423  DYNAMIC HT  -         250.181 (meters)     820.80  (feet)  COMP
 PP3423  MODELED GRAV-     980,488.9   (mgal)                       NAVD 88
 PP3423
 PP3423  VERT ORDER  -  SECOND    CLASS I
 PP3423
 PP3423.The horizontal coordinates were scaled from a topographic map and have
 PP3423.an estimated accuracy of +/- 6 seconds.
 PP3423
 PP3423.The orthometric height was determined by differential leveling
 PP3423.and adjusted by the National Geodetic Survey in June 1995..
 PP3423
 PP3423.The geoid height was determined by GEOID03.
 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     -   287,520.      890,790.      MT  (+/- 180 meters Scaled)
 PP3423
 PP3423                          SUPERSEDED SURVEY CONTROL
 PP3423
 PP3423.No superseded survey control is available for this station.
 PP3423
 PP3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK115476(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3423+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3424 ***********************************************************************
 PP3424  DESIGNATION -  1913 R
 PP3424  PID         -  PP3424
 PP3424  STATE/COUNTY-  MN/DAKOTA
 PP3424  USGS QUAD   -  HASTINGS (1993)
 PP3424
 PP3424                         *CURRENT SURVEY CONTROL
 PP3424  ___________________________________________________________________
 PP3424* NAD 83(1986)-  44 41 33.     (N)    092 51 13.     (W)     SCALED    
 PP3424* NAVD 88     -       251.086  (meters)     823.77   (feet)  ADJUSTED  
 PP3424  ___________________________________________________________________
 PP3424  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 PP3424  DYNAMIC HT  -         251.056 (meters)     823.67  (feet)  COMP
 PP3424  MODELED GRAV-     980,491.7   (mgal)                       NAVD 88
 PP3424
 PP3424  VERT ORDER  -  SECOND    CLASS I
 PP3424
 PP3424.The horizontal coordinates were scaled from a topographic map and have
 PP3424.an estimated accuracy of +/- 6 seconds.
 PP3424
 PP3424.The orthometric height was determined by differential leveling
 PP3424.and adjusted by the National Geodetic Survey in June 1995..
 PP3424
 PP3424.The geoid height was determined by GEOID03.
 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     -   288,690.      890,860.      MT  (+/- 180 meters Scaled)
 PP3424
 PP3424                          SUPERSEDED SURVEY CONTROL
 PP3424
 PP3424.No superseded survey control is available for this station.
 PP3424
 PP3424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK115488(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3424
 PP3424  HISTORY     - Date     Condition        Report By
 PP3424  HISTORY     - 1988     MONUMENTED       MNDT
 PP3424  HISTORY     - 20021130 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3425 ***********************************************************************
 PP3425  DESIGNATION -  1913 S
 PP3425  PID         -  PP3425
 PP3425  STATE/COUNTY-  MN/DAKOTA
 PP3425  USGS QUAD   -  HASTINGS (1993)
 PP3425
 PP3425                         *CURRENT SURVEY CONTROL
 PP3425  ___________________________________________________________________
 PP3425* NAD 83(1986)-  44 42 08.     (N)    092 51 16.     (W)     SCALED    
 PP3425* NAVD 88     -       253.410  (meters)     831.40   (feet)  ADJUSTED  
 PP3425  ___________________________________________________________________
 PP3425  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 PP3425  DYNAMIC HT  -         253.381 (meters)     831.30  (feet)  COMP
 PP3425  MODELED GRAV-     980,494.7   (mgal)                       NAVD 88
 PP3425
 PP3425  VERT ORDER  -  SECOND    CLASS I
 PP3425
 PP3425.The horizontal coordinates were scaled from a topographic map and have
 PP3425.an estimated accuracy of +/- 6 seconds.
 PP3425
 PP3425.The orthometric height was determined by differential leveling
 PP3425.and adjusted by the National Geodetic Survey in June 1995..
 PP3425
 PP3425.The geoid height was determined by GEOID03.
 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     -   289,770.      890,780.      MT  (+/- 180 meters Scaled)
 PP3425
 PP3425                          SUPERSEDED SURVEY CONTROL
 PP3425
 PP3425.No superseded survey control is available for this station.
 PP3425
 PP3425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK115498(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3425
 PP3425  HISTORY     - Date     Condition        Report By
 PP3425  HISTORY     - 1988     MONUMENTED       MNDT
 PP3425  HISTORY     - 20021116 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3426 ***********************************************************************
 PP3426  DESIGNATION -  1913 T
 PP3426  PID         -  PP3426
 PP3426  STATE/COUNTY-  MN/DAKOTA
 PP3426  USGS QUAD   -  HASTINGS (1993)
 PP3426
 PP3426                         *CURRENT SURVEY CONTROL
 PP3426  ___________________________________________________________________
 PP3426* NAD 83(1986)-  44 42 42.     (N)    092 51 09.     (W)     SCALED    
 PP3426* NAVD 88     -       253.212  (meters)     830.75   (feet)  ADJUSTED  
 PP3426  ___________________________________________________________________
 PP3426  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 PP3426  DYNAMIC HT  -         253.183 (meters)     830.65  (feet)  COMP
 PP3426  MODELED GRAV-     980,497.0   (mgal)                       NAVD 88
 PP3426
 PP3426  VERT ORDER  -  SECOND    CLASS I
 PP3426
 PP3426.The horizontal coordinates were scaled from a topographic map and have
 PP3426.an estimated accuracy of +/- 6 seconds.
 PP3426
 PP3426.The orthometric height was determined by differential leveling
 PP3426.and adjusted by the National Geodetic Survey in June 1995..
 PP3426
 PP3426.The geoid height was determined by GEOID03.
 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     -   290,830.      890,920.      MT  (+/- 180 meters Scaled)
 PP3426
 PP3426                          SUPERSEDED SURVEY CONTROL
 PP3426
 PP3426.No superseded survey control is available for this station.
 PP3426
 PP3426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK116509(NAD 83)
 PP3426_MARKER: DV = VERTICAL CONTROL DISK
 PP3426_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3426_SP_SET: CONCRETE SIGN BASE
 PP3426_STAMPING: 1913 T 1988
 PP3426_MARK LOGO: MNDT  
 PP3426_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3426+STABILITY: SURFACE MOTION
 PP3426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3426+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2005
 PP3426
 PP3426  HISTORY     - Date     Condition        Report By
 PP3426  HISTORY     - 1988     MONUMENTED       MNDT
 PP3426  HISTORY     - 20021116 GOOD             USPSQD
 PP3426  HISTORY     - 20050924 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3429 ***********************************************************************
 PP3429  DESIGNATION -  1913 U
 PP3429  PID         -  PP3429
 PP3429  STATE/COUNTY-  MN/DAKOTA
 PP3429  USGS QUAD   -  HASTINGS (1993)
 PP3429
 PP3429                         *CURRENT SURVEY CONTROL
 PP3429  ___________________________________________________________________
 PP3429* NAD 83(1986)-  44 43 29.     (N)    092 51 08.     (W)     SCALED    
 PP3429* NAVD 88     -       241.408  (meters)     792.02   (feet)  ADJUSTED  
 PP3429  ___________________________________________________________________
 PP3429  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 PP3429  DYNAMIC HT  -         241.381 (meters)     791.93  (feet)  COMP
 PP3429  MODELED GRAV-     980,500.8   (mgal)                       NAVD 88
 PP3429
 PP3429  VERT ORDER  -  SECOND    CLASS I
 PP3429
 PP3429.The horizontal coordinates were scaled from a topographic map and have
 PP3429.an estimated accuracy of +/- 6 seconds.
 PP3429
 PP3429.The orthometric height was determined by differential leveling
 PP3429.and adjusted by the National Geodetic Survey in June 1995..
 PP3429
 PP3429.The geoid height was determined by GEOID03.
 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     -   292,280.      890,920.      MT  (+/- 180 meters Scaled)
 PP3429
 PP3429                          SUPERSEDED SURVEY CONTROL
 PP3429
 PP3429.No superseded survey control is available for this station.
 PP3429
 PP3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK117523(NAD 83)
 PP3429_MARKER: DV = VERTICAL CONTROL DISK
 PP3429_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3429_SP_SET: BRIDGE RAIL
 PP3429_STAMPING: 1913 U 1988
 PP3429_MARK LOGO: MNDT  
 PP3429_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3429+STABILITY: SURFACE MOTION
 PP3429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3429+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2005
 PP3429
 PP3429  HISTORY     - Date     Condition        Report By
 PP3429  HISTORY     - 1988     MONUMENTED       MNDT
 PP3429  HISTORY     - 20021116 GOOD             USPSQD
 PP3429  HISTORY     - 20050924 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3430 ***********************************************************************
 PP3430  DESIGNATION -  1913 V
 PP3430  PID         -  PP3430
 PP3430  STATE/COUNTY-  MN/DAKOTA
 PP3430  USGS QUAD   -  HASTINGS (1993)
 PP3430
 PP3430                         *CURRENT SURVEY CONTROL
 PP3430  ___________________________________________________________________
 PP3430* NAD 83(1986)-  44 44 12.     (N)    092 51 11.     (W)     SCALED    
 PP3430* NAVD 88     -       236.828  (meters)     776.99   (feet)  ADJUSTED  
 PP3430  ___________________________________________________________________
 PP3430  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 PP3430  DYNAMIC HT  -         236.803 (meters)     776.91  (feet)  COMP
 PP3430  MODELED GRAV-     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
 PP3430.and adjusted by the National Geodetic Survey in June 1995..
 PP3430
 PP3430.The geoid height was determined by GEOID03.
 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.      890,840.      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_MARKER: DV = VERTICAL CONTROL 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_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     - 20021116 MARK NOT FOUND   USPSQD
 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 (2002)
 PP3430
 PP3430'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3358 ***********************************************************************
 PP3358  DESIGNATION -  1914 A
 PP3358  PID         -  PP3358
 PP3358  STATE/COUNTY-  MN/DAKOTA
 PP3358  USGS QUAD   -  ORCHARD LAKE (1993)
 PP3358
 PP3358                         *CURRENT SURVEY CONTROL
 PP3358  ___________________________________________________________________
 PP3358* NAD 83(1986)-  44 41 16.     (N)    093 16 48.     (W)     SCALED    
 PP3358* NAVD 88     -       326.533  (meters)    1071.30   (feet)  ADJUSTED  
 PP3358  ___________________________________________________________________
 PP3358  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 PP3358  DYNAMIC HT  -         326.510 (meters)    1071.22  (feet)  COMP
 PP3358  MODELED GRAV-     980,537.4   (mgal)                       NAVD 88
 PP3358
 PP3358  VERT ORDER  -  SECOND    CLASS I
 PP3358
 PP3358.The horizontal coordinates were scaled from a topographic map and have
 PP3358.an estimated accuracy of +/- 6 seconds.
 PP3358
 PP3358.The orthometric height was determined by differential leveling
 PP3358.and adjusted by the National Geodetic Survey in June 1995..
 PP3358
 PP3358.The geoid height was determined by GEOID03.
 PP3358
 PP3358.The dynamic height is computed by dividing the NAVD 88
 PP3358.geopotential number by the normal gravity value computed on the
 PP3358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3358.degrees latitude (g = 980.6199 gals.).
 PP3358
 PP3358.The modeled gravity was interpolated from observed gravity values.
 PP3358
 PP3358;                    North         East    Units  Estimated Accuracy
 PP3358;SPC MN S     -   287,780.      857,070.      MT  (+/- 180 meters Scaled)
 PP3358
 PP3358                          SUPERSEDED SURVEY CONTROL
 PP3358
 PP3358.No superseded survey control is available for this station.
 PP3358
 PP3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK778483(NAD 83)
 PP3358_MARKER: DB = BENCH MARK DISK
 PP3358_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3358_SP_SET: ALUMINUM ALLOY ROD
 PP3358_STAMPING: 1914 A 1985
 PP3358_MARK LOGO: MNDT  
 PP3358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3358
 PP3358  HISTORY     - Date     Condition        Report By
 PP3358  HISTORY     - 1985     MONUMENTED       MNDT
 PP3358
 PP3358                          STATION DESCRIPTION
 PP3358
 PP3358'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3358'IN LAKEVILLE.
 PP3358'THE MARK IS LOCATED IN THE CITY OF LAKEVILLE IN THE NORTHEAST 1/4 OF
 PP3358'SECTION 13, T114N, R21W, 0.85 MILE SOUTHWEST ALONG TRUNK HIGHWAY 50
 PP3358'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 35, 23.5 FEET NORTHEAST OF
 PP3358'AND ABOUT 0.5 FOOT LOWER THAN THE CENTERLINE OF HIGHWAY 50 AT
 PP3358'MILEPOINT 0.75, 51.5 FEET SOUTHEAST OF THE CENTER OF A SERVICE ROAD
 PP3358'ENTRANCE, 13.0 FEET SOUTHWEST OF THE CENTER OF THE SERVICE ROAD, 53.8
 PP3358'FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A HOUSE (NUMBERED
 PP3358'18086), AND 2.6 FEET SOUTH OF A TELEPHONE POLE.  THE MARK A STANDARD
 PP3358'ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1914 A
 PP3358'1985---, FASTENED TO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 23 FOOT
 PP3358'LONG ALUMINUM ALLOY ROD WITH A STABLIZER AND IS FLUSH WITH THE
 PP3358'GROUND.  A MAGNET IN THE DISK MAKES THE MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3360 ***********************************************************************
 PP3360  DESIGNATION -  1914 C
 PP3360  PID         -  PP3360
 PP3360  STATE/COUNTY-  MN/DAKOTA
 PP3360  USGS QUAD   -  ORCHARD LAKE (1993)
 PP3360
 PP3360                         *CURRENT SURVEY CONTROL
 PP3360  ___________________________________________________________________
 PP3360* NAD 83(1986)-  44 40 14.     (N)    093 16 05.     (W)     SCALED    
 PP3360* NAVD 88     -       326.667  (meters)    1071.74   (feet)  ADJUSTED  
 PP3360  ___________________________________________________________________
 PP3360  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 PP3360  DYNAMIC HT  -         326.643 (meters)    1071.66  (feet)  COMP
 PP3360  MODELED GRAV-     980,531.7   (mgal)                       NAVD 88
 PP3360
 PP3360  VERT ORDER  -  SECOND    CLASS I
 PP3360
 PP3360.The horizontal coordinates were scaled from a topographic map and have
 PP3360.an estimated accuracy of +/- 6 seconds.
 PP3360
 PP3360.The orthometric height was determined by differential leveling
 PP3360.and adjusted by the National Geodetic Survey in June 1995..
 PP3360
 PP3360.The geoid height was determined by GEOID03.
 PP3360
 PP3360.The dynamic height is computed by dividing the NAVD 88
 PP3360.geopotential number by the normal gravity value computed on the
 PP3360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3360.degrees latitude (g = 980.6199 gals.).
 PP3360
 PP3360.The modeled gravity was interpolated from observed gravity values.
 PP3360
 PP3360;                    North         East    Units  Estimated Accuracy
 PP3360;SPC MN S     -   285,880.      858,040.      MT  (+/- 180 meters Scaled)
 PP3360
 PP3360                          SUPERSEDED SURVEY CONTROL
 PP3360
 PP3360.No superseded survey control is available for this station.
 PP3360
 PP3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK787463(NAD 83)
 PP3360_MARKER: DB = BENCH MARK DISK
 PP3360_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3360_SP_SET: ALUMINUM ALLOY ROD
 PP3360_STAMPING: 1914 C 1985
 PP3360_MARK LOGO: MNDT  
 PP3360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3360
 PP3360  HISTORY     - Date     Condition        Report By
 PP3360  HISTORY     - 1985     MONUMENTED       MNDT
 PP3360
 PP3360                          STATION DESCRIPTION
 PP3360
 PP3360'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3360'IN LAKEVILLE.
 PP3360'THE MARK IS LOCATED IN THE CITY OF LAKEVILLE IN THE NORTHWEST 1/4 OF
 PP3360'SECTION 19, T114N, R20W, 2.3 MILES SOUTHEAST ALONG TRUNK HIGHWAY 50
 PP3360'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 35, IN THE NORTHEAST CORNER
 PP3360'OF THE LAKEVILLE HIGH SCHOOL GROUNDS, 37.5 FEET WEST OF AND ABOUT
 PP3360'LEVEL WITH THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT 2.2, 3.8 FEET
 PP3360'SOUTH OF THE EXTENDED CENTER OF 192ND STREET WEST, 14.4 FEET
 PP3360'EAST-SOUTHEAST OF A TELEPHONE CABLE MARKER POST, 7.6 FEET SOUTHWEST
 PP3360'OF A POWER POLE, AND 3.0 FEET EAST-NORTHEAST OF A STEEL WITNESS POST.
 PP3360'THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 PP3360'STAMPED---1914 C 1985---, IS FASTENED TO THE TOP OF A DRIVEN 3/4 INCH
 PP3360'DIAMETER BY 28 FOOT LONG ALUMINUM ALLOY ROD WITH A STABLIZER AND IS
 PP3360'FLUSH WITH THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3361 ***********************************************************************
 PP3361  DESIGNATION -  1914 D
 PP3361  PID         -  PP3361
 PP3361  STATE/COUNTY-  MN/DAKOTA
 PP3361  USGS QUAD   -  ORCHARD LAKE (1993)
 PP3361
 PP3361                         *CURRENT SURVEY CONTROL
 PP3361  ___________________________________________________________________
 PP3361* NAD 83(1986)-  44 39 36.     (N)    093 15 36.     (W)     SCALED    
 PP3361* NAVD 88     -       303.181  (meters)     994.69   (feet)  ADJUSTED  
 PP3361  ___________________________________________________________________
 PP3361  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 PP3361  DYNAMIC HT  -         303.157 (meters)     994.61  (feet)  COMP
 PP3361  MODELED GRAV-     980,528.5   (mgal)                       NAVD 88
 PP3361
 PP3361  VERT ORDER  -  SECOND    CLASS I
 PP3361
 PP3361.The horizontal coordinates were scaled from a topographic map and have
 PP3361.an estimated accuracy of +/- 6 seconds.
 PP3361
 PP3361.The orthometric height was determined by differential leveling
 PP3361.and adjusted by the National Geodetic Survey in June 1995..
 PP3361
 PP3361.The geoid height was determined by GEOID03.
 PP3361
 PP3361.The dynamic height is computed by dividing the NAVD 88
 PP3361.geopotential number by the normal gravity value computed on the
 PP3361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3361.degrees latitude (g = 980.6199 gals.).
 PP3361
 PP3361.The modeled gravity was interpolated from observed gravity values.
 PP3361
 PP3361;                    North         East    Units  Estimated Accuracy
 PP3361;SPC MN S     -   284,710.      858,690.      MT  (+/- 180 meters Scaled)
 PP3361
 PP3361                          SUPERSEDED SURVEY CONTROL
 PP3361
 PP3361.No superseded survey control is available for this station.
 PP3361
 PP3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK793452(NAD 83)
 PP3361_MARKER: DB = BENCH MARK DISK
 PP3361_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3361_SP_SET: ALUMINUM ALLOY ROD
 PP3361_STAMPING: 1914 D 1985
 PP3361_MARK LOGO: MNDT  
 PP3361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3361
 PP3361  HISTORY     - Date     Condition        Report By
 PP3361  HISTORY     - 1985     MONUMENTED       MNDT
 PP3361
 PP3361                          STATION DESCRIPTION
 PP3361
 PP3361'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3361'IN LAKEVILLE.
 PP3361'THE MARK IS LOCATED IN THE CITY OF LAKEVILLE IN THE SOUTHEAST 1/4 OF
 PP3361'SECTION 19, T114N, R20W, 3.2 MILES SOUYHEAST ALONG TRUNK HIGHWAY 50
 PP3361'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 35 OR 0.45 MILE NORTHWEST
 PP3361'ALONG HIGHWAY 50 FROM ITS JUNCTION WITH COUNTY ROADS 9 AND 64 IN
 PP3361'LAKEVILLE,NEAR A STEEL RADIO TOWER (ABOUT 60 FEET HIGH), 74.5 FEET
 PP3361'SOUTH OF AND 0.5 FOOT LOWER THAN THE CENTERLINE OF HIGHWAY 50 AT
 PP3361'MILEPOINT 3.1, 21.5 FEET WEST OF THE CENTER OF A ROAD (INDRA WAY),
 PP3361'8.0 FEET SOUTH OF THE SOUTH RAIL OF A RAILWAY, 30.2 FEET NORTHEAST OF
 PP3361'A POWER POLE, 13.9 FEET EAST OF THE NORTHEAST CORNER OF A CYCLONE
 PP3361'FENCE AROUND THE RADIO TOWER, AND 8.8 FEET EAST-NORTHEAST OF A STEEL
 PP3361'WITNESS POST.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL
 PP3361'MONUMENT DISK STAMPED---1914 D 1985---, IS FASTENED TO THE TOP OF A
 PP3361'DRIVEN 3/4 INCH DIAMETER BY 33 FOOT LONG ALUMINUM ALLOY ROD WITH A
 PP3361'STABLIZER AND IS FLUSH WITH THE GROUND.  A MAGNET IN THE DISK MAKES
 PP3361'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3363 ***********************************************************************
 PP3363  DESIGNATION -  1914 F
 PP3363  PID         -  PP3363
 PP3363  STATE/COUNTY-  MN/DAKOTA
 PP3363  USGS QUAD   -  FARMINGTON (1993)
 PP3363
 PP3363                         *CURRENT SURVEY CONTROL
 PP3363  ___________________________________________________________________
 PP3363* NAD 83(1986)-  44 38 43.     (N)    093 14 35.     (W)     SCALED    
 PP3363* NAVD 88     -       295.396  (meters)     969.14   (feet)  ADJUSTED  
 PP3363  ___________________________________________________________________
 PP3363  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 PP3363  DYNAMIC HT  -         295.371 (meters)     969.06  (feet)  COMP
 PP3363  MODELED GRAV-     980,523.5   (mgal)                       NAVD 88
 PP3363
 PP3363  VERT ORDER  -  SECOND    CLASS I
 PP3363
 PP3363.The horizontal coordinates were scaled from a topographic map and have
 PP3363.an estimated accuracy of +/- 6 seconds.
 PP3363
 PP3363.The orthometric height was determined by differential leveling
 PP3363.and adjusted by the National Geodetic Survey in June 1995..
 PP3363
 PP3363.The geoid height was determined by GEOID03.
 PP3363
 PP3363.The dynamic height is computed by dividing the NAVD 88
 PP3363.geopotential number by the normal gravity value computed on the
 PP3363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3363.degrees latitude (g = 980.6199 gals.).
 PP3363
 PP3363.The modeled gravity was interpolated from observed gravity values.
 PP3363
 PP3363;                    North         East    Units  Estimated Accuracy
 PP3363;SPC MN S     -   283,090.      860,040.      MT  (+/- 180 meters Scaled)
 PP3363
 PP3363                          SUPERSEDED SURVEY CONTROL
 PP3363
 PP3363.No superseded survey control is available for this station.
 PP3363
 PP3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK807435(NAD 83)
 PP3363_MARKER: DB = BENCH MARK DISK
 PP3363_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PP3363+WITH SETTING: PAVEMENT
 PP3363_SP_SET: CONCRETE STEP
 PP3363_STAMPING: 1914 F 1985
 PP3363_MARK LOGO: MNDT  
 PP3363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3363+STABILITY: SURFACE MOTION
 PP3363
 PP3363  HISTORY     - Date     Condition        Report By
 PP3363  HISTORY     - 1985     MONUMENTED       MNDT
 PP3363
 PP3363                          STATION DESCRIPTION
 PP3363
 PP3363'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3363'IN LAKEVILLE.
 PP3363'THE MARK IS LOCATED IN THE CITY OF LAKEVILLE IN THE SOUTHEAST 1/4 OF
 PP3363'SECTION 29, T114N, R20W, NEAR THE JUNCTION OF TRUNK HIGHWAY 50 AND
 PP3363'210TH STREET WEST, 81.5 FEET WEST OF AND ABOUT ONE FOOT HIGHER THAN
 PP3363'THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT 4.75, 50.5 FEET WEST OF A
 PP3363'POWER POLE WITH A LIGHT, AND 19.5 FEET EAST-NORTHEAST OF THE
 PP3363'SOUTHEAST CORNER OF A BRICK BUILDING (ALL SAINTS CATHOLIC CHURCH).
 PP3363'THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 PP3363'STAMPED---1914 F 1985---, IS SET IN A DRILL HOLE IN THE SOUTHEAST
 PP3363'CORNER OF THE CONCRETE LOWER STEP OF THE STAIRWAY LEADING TO THE
 PP3363'CHURCH.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3364 ***********************************************************************
 PP3364  DESIGNATION -  1914 G
 PP3364  PID         -  PP3364
 PP3364  STATE/COUNTY-  MN/DAKOTA
 PP3364  USGS QUAD   -  FARMINGTON (1993)
 PP3364
 PP3364                         *CURRENT SURVEY CONTROL
 PP3364  ___________________________________________________________________
 PP3364* NAD 83(1986)-  44 38 42.     (N)    093 13 50.     (W)     SCALED    
 PP3364* NAVD 88     -       291.072  (meters)     954.96   (feet)  ADJUSTED  
 PP3364  ___________________________________________________________________
 PP3364  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 PP3364  DYNAMIC HT  -         291.047 (meters)     954.88  (feet)  COMP
 PP3364  MODELED GRAV-     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
 PP3364.and adjusted by the National Geodetic Survey in June 1995..
 PP3364
 PP3364.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3364
 PP3364  HISTORY     - Date     Condition        Report By
 PP3364  HISTORY     - 1985     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3365 ***********************************************************************
 PP3365  DESIGNATION -  1914 H
 PP3365  PID         -  PP3365
 PP3365  STATE/COUNTY-  MN/DAKOTA
 PP3365  USGS QUAD   -  FARMINGTON (1993)
 PP3365
 PP3365                         *CURRENT SURVEY CONTROL
 PP3365  ___________________________________________________________________
 PP3365* NAD 83(1986)-  44 38 35.     (N)    093 13 06.     (W)     SCALED    
 PP3365* NAVD 88     -       292.338  (meters)     959.11   (feet)  ADJUSTED  
 PP3365  ___________________________________________________________________
 PP3365  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 PP3365  DYNAMIC HT  -         292.311 (meters)     959.02  (feet)  COMP
 PP3365  MODELED GRAV-     980,518.7   (mgal)                       NAVD 88
 PP3365
 PP3365  VERT ORDER  -  SECOND    CLASS I
 PP3365
 PP3365.The horizontal coordinates were scaled from a topographic map and have
 PP3365.an estimated accuracy of +/- 6 seconds.
 PP3365
 PP3365.The orthometric height was determined by differential leveling
 PP3365.and adjusted by the National Geodetic Survey in June 1995..
 PP3365
 PP3365.The geoid height was determined by GEOID03.
 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     -   282,860.      862,010.      MT  (+/- 180 meters Scaled)
 PP3365
 PP3365                          SUPERSEDED SURVEY CONTROL
 PP3365
 PP3365.No superseded survey control is available for this station.
 PP3365
 PP3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK826433(NAD 83)
 PP3365_MARKER: DB = BENCH MARK DISK
 PP3365_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PP3365+WITH SETTING: PAVEMENT
 PP3365_SP_SET: CONCRETE BASE
 PP3365_STAMPING: 1914 H 1985
 PP3365_MARK LOGO: MNDT  
 PP3365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3365+STABILITY: SURFACE MOTION
 PP3365
 PP3365  HISTORY     - Date     Condition        Report By
 PP3365  HISTORY     - 1985     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3366 ***********************************************************************
 PP3366  DESIGNATION -  1914 J
 PP3366  PID         -  PP3366
 PP3366  STATE/COUNTY-  MN/DAKOTA
 PP3366  USGS QUAD   -  FARMINGTON (1993)
 PP3366
 PP3366                         *CURRENT SURVEY CONTROL
 PP3366  ___________________________________________________________________
 PP3366* NAD 83(1986)-  44 38 31.     (N)    093 12 14.     (W)     SCALED    
 PP3366* NAVD 88     -       284.334  (meters)     932.85   (feet)  ADJUSTED  
 PP3366  ___________________________________________________________________
 PP3366  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 PP3366  DYNAMIC HT  -         284.308 (meters)     932.77  (feet)  COMP
 PP3366  MODELED GRAV-     980,516.1   (mgal)                       NAVD 88
 PP3366
 PP3366  VERT ORDER  -  SECOND    CLASS I
 PP3366
 PP3366.The horizontal coordinates were scaled from a topographic map and have
 PP3366.an estimated accuracy of +/- 6 seconds.
 PP3366
 PP3366.The orthometric height was determined by differential leveling
 PP3366.and adjusted by the National Geodetic Survey in June 1995..
 PP3366
 PP3366.The geoid height was determined by GEOID03.
 PP3366
 PP3366.The dynamic height is computed by dividing the NAVD 88
 PP3366.geopotential number by the normal gravity value computed on the
 PP3366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3366.degrees latitude (g = 980.6199 gals.).
 PP3366
 PP3366.The modeled gravity was interpolated from observed gravity values.
 PP3366
 PP3366;                    North         East    Units  Estimated Accuracy
 PP3366;SPC MN S     -   282,750.      863,160.      MT  (+/- 180 meters Scaled)
 PP3366
 PP3366                          SUPERSEDED SURVEY CONTROL
 PP3366
 PP3366.No superseded survey control is available for this station.
 PP3366
 PP3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK838431(NAD 83)
 PP3366_MARKER: DB = BENCH MARK DISK
 PP3366_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3366_SP_SET: CONCRETE BOX CULVERT HEADWALL
 PP3366_STAMPING: 1914 J 1985
 PP3366_MARK LOGO: MNDT  
 PP3366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3366+STABILITY: SURFACE MOTION
 PP3366
 PP3366  HISTORY     - Date     Condition        Report By
 PP3366  HISTORY     - UNK      MONUMENTED       MNDT
 PP3366  HISTORY     - 1985     GOOD             MNDT
 PP3366
 PP3366                          STATION DESCRIPTION
 PP3366
 PP3366'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3366'IN FARMINGTON.
 PP3366'THE MARK IS LOCATED IN THE CITY OF FARMINGTON IN THE NORTHEAST 1/4 OF
 PP3366'SECTION 34, T114N, R20W, 3.35 MILES WEST ALONG TRUNK HIGHWAY 50 FROM
 PP3366'ITS JUNCTION WITH TRUNK HIGHWAY 3 IN FARMINGTON, 17.5 FEET NORTH OF
 PP3366'AND 1/2 FOOT LOWER THAN THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT
 PP3366'6.7, 6.2 FEET EAST-SOUTHEAST OF THE WEST END OF THE HEADWALL OF A BOX
 PP3366'CULVERT, AND 63.5 FEET WEST-NORTHWEST OF A STEEL WITNESS POST.  THE
 PP3366'MARK, A STANDARD BRASS MNDT BENCH MARK DISK STAMPED---1914 J
 PP3366'1985---IN 1985, IS SET IN THE CENTER OF THE NORTH HEADWALL OF A
 PP3366'CONCRETE BOX CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3368 ***********************************************************************
 PP3368  DESIGNATION -  1914 L
 PP3368  PID         -  PP3368
 PP3368  STATE/COUNTY-  MN/DAKOTA
 PP3368  USGS QUAD   -  FARMINGTON (1993)
 PP3368
 PP3368                         *CURRENT SURVEY CONTROL
 PP3368  ___________________________________________________________________
 PP3368* NAD 83(1986)-  44 38 31.     (N)    093 11 11.     (W)     SCALED    
 PP3368* NAVD 88     -       286.869  (meters)     941.17   (feet)  ADJUSTED  
 PP3368  ___________________________________________________________________
 PP3368  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 PP3368  DYNAMIC HT  -         286.842 (meters)     941.08  (feet)  COMP
 PP3368  MODELED GRAV-     980,513.3   (mgal)                       NAVD 88
 PP3368
 PP3368  VERT ORDER  -  SECOND    CLASS I
 PP3368
 PP3368.The horizontal coordinates were scaled from a topographic map and have
 PP3368.an estimated accuracy of +/- 6 seconds.
 PP3368
 PP3368.The orthometric height was determined by differential leveling
 PP3368.and adjusted by the National Geodetic Survey in June 1995..
 PP3368
 PP3368.The geoid height was determined by GEOID03.
 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     -   282,760.      864,540.      MT  (+/- 180 meters Scaled)
 PP3368
 PP3368                          SUPERSEDED SURVEY CONTROL
 PP3368
 PP3368.No superseded survey control is available for this station.
 PP3368
 PP3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK852431(NAD 83)
 PP3368_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3368
 PP3368  HISTORY     - Date     Condition        Report By
 PP3368  HISTORY     - 1985     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3369 ***********************************************************************
 PP3369  DESIGNATION -  1914 M
 PP3369  PID         -  PP3369
 PP3369  STATE/COUNTY-  MN/DAKOTA
 PP3369  USGS QUAD   -  FARMINGTON (1993)
 PP3369
 PP3369                         *CURRENT SURVEY CONTROL
 PP3369  ___________________________________________________________________
 PP3369* NAD 83(1986)-  44 38 31.     (N)    093 10 19.     (W)     SCALED    
 PP3369* NAVD 88     -       279.290  (meters)     916.30   (feet)  ADJUSTED  
 PP3369  ___________________________________________________________________
 PP3369  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 PP3369  DYNAMIC HT  -         279.262 (meters)     916.21  (feet)  COMP
 PP3369  MODELED GRAV-     980,511.1   (mgal)                       NAVD 88
 PP3369
 PP3369  VERT ORDER  -  SECOND    CLASS I
 PP3369
 PP3369.The horizontal coordinates were scaled from a topographic map and have
 PP3369.an estimated accuracy of +/- 6 seconds.
 PP3369
 PP3369.The orthometric height was determined by differential leveling
 PP3369.and adjusted by the National Geodetic Survey in June 1995..
 PP3369
 PP3369.The geoid height was determined by GEOID03.
 PP3369
 PP3369.The dynamic height is computed by dividing the NAVD 88
 PP3369.geopotential number by the normal gravity value computed on the
 PP3369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3369.degrees latitude (g = 980.6199 gals.).
 PP3369
 PP3369.The modeled gravity was interpolated from observed gravity values.
 PP3369
 PP3369;                    North         East    Units  Estimated Accuracy
 PP3369;SPC MN S     -   282,770.      865,690.      MT  (+/- 180 meters Scaled)
 PP3369
 PP3369                          SUPERSEDED SURVEY CONTROL
 PP3369
 PP3369.No superseded survey control is available for this station.
 PP3369
 PP3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK863431(NAD 83)
 PP3369_MARKER: DB = BENCH MARK DISK
 PP3369_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PP3369+WITH SETTING: PAVEMENT
 PP3369_SP_SET: CONCRETE BASE
 PP3369_STAMPING: 1914 M 1985
 PP3369_MARK LOGO: MNDT  
 PP3369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3369+STABILITY: SURFACE MOTION
 PP3369
 PP3369  HISTORY     - Date     Condition        Report By
 PP3369  HISTORY     - 1985     MONUMENTED       MNDT
 PP3369
 PP3369                          STATION DESCRIPTION
 PP3369
 PP3369'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3369'IN FARMINGTON.
 PP3369'THE MARK IS LOCATED IN THE CITY OF FARMINGTON IN THE NORTHWEST 1/4 OF
 PP3369'SECTION 36, T114N, R20W, 1.7 MILES WEST ALONG TRUNK HIGHWAY 50 FROM
 PP3369'ITS JUNCTION WITH TRUNK HIGHWAY 3 IN FARMINGTON, 115.0 FEET NORTH OF
 PP3369'AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT 8.3,
 PP3369'30.3 FEET NORTHEAST OF A POWER POLE, AND 0.7 FEET SOUTH-SOUTHEAST OF
 PP3369'THE SOUTH FACE OF AN 18 INCH STEEL POST OF A LARGE ADVERTISING SIGN.
 PP3369'THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MARK DISK
 PP3369'STAMPED--- 1914 M 1985---, IS SET IN A DRILL HOLE IN THE CONCRETE
 PP3369'BASE OF THE ADVERTISING SIGN.  A MAGNET IN THE DISK MAKES THE MARK
 PP3369'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3371 ***********************************************************************
 PP3371  DESIGNATION -  1914 P
 PP3371  PID         -  PP3371
 PP3371  STATE/COUNTY-  MN/DAKOTA
 PP3371  USGS QUAD   -  FARMINGTON (1993)
 PP3371
 PP3371                         *CURRENT SURVEY CONTROL
 PP3371  ___________________________________________________________________
 PP3371* NAD 83(1986)-  44 38 25.     (N)    093 08 14.     (W)     SCALED    
 PP3371* NAVD 88     -       273.934  (meters)     898.73   (feet)  ADJUSTED  
 PP3371  ___________________________________________________________________
 PP3371  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 PP3371  DYNAMIC HT  -         273.905 (meters)     898.64  (feet)  COMP
 PP3371  MODELED GRAV-     980,505.5   (mgal)                       NAVD 88
 PP3371
 PP3371  VERT ORDER  -  SECOND    CLASS I
 PP3371
 PP3371.The horizontal coordinates were scaled from a topographic map and have
 PP3371.an estimated accuracy of +/- 6 seconds.
 PP3371
 PP3371.The orthometric height was determined by differential leveling
 PP3371.and adjusted by the National Geodetic Survey in June 1995..
 PP3371
 PP3371.The geoid height was determined by GEOID03.
 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     -   282,620.      868,450.      MT  (+/- 180 meters Scaled)
 PP3371
 PP3371                          SUPERSEDED SURVEY CONTROL
 PP3371
 PP3371.No superseded survey control is available for this station.
 PP3371
 PP3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891430(NAD 83)
 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_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 - March 22, 1995
 PP3371
 PP3371  HISTORY     - Date     Condition        Report By
 PP3371  HISTORY     - 1985     MONUMENTED       MNDT
 PP3371  HISTORY     - 19910828 GOOD             MNDT
 PP3371  HISTORY     - 19950322 GOOD             NGS
 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 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3372 ***********************************************************************
 PP3372  DESIGNATION -  1914 Q
 PP3372  PID         -  PP3372
 PP3372  STATE/COUNTY-  MN/DAKOTA
 PP3372  USGS QUAD   -  FARMINGTON (1993)
 PP3372
 PP3372                         *CURRENT SURVEY CONTROL
 PP3372  ___________________________________________________________________
 PP3372* NAD 83(1986)-  44 38 20.     (N)    093 09 24.     (W)     SCALED    
 PP3372* NAVD 88     -       277.286  (meters)     909.73   (feet)  ADJUSTED  
 PP3372  ___________________________________________________________________
 PP3372  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 PP3372  DYNAMIC HT  -         277.258 (meters)     909.64  (feet)  COMP
 PP3372  MODELED GRAV-     980,508.1   (mgal)                       NAVD 88
 PP3372
 PP3372  VERT ORDER  -  SECOND    CLASS I
 PP3372
 PP3372.The horizontal coordinates were scaled from a topographic map and have
 PP3372.an estimated accuracy of +/- 6 seconds.
 PP3372
 PP3372.The orthometric height was determined by differential leveling
 PP3372.and adjusted by the National Geodetic Survey in June 1995..
 PP3372
 PP3372.The geoid height was determined by GEOID03.
 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     -   282,450.      866,900.      MT  (+/- 180 meters Scaled)
 PP3372
 PP3372                          SUPERSEDED SURVEY CONTROL
 PP3372
 PP3372.No superseded survey control is available for this station.
 PP3372
 PP3372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK875428(NAD 83)
 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 - March 22, 1995
 PP3372
 PP3372  HISTORY     - Date     Condition        Report By
 PP3372  HISTORY     - 1985     MONUMENTED       MNDT
 PP3372  HISTORY     - 19950322 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3373 ***********************************************************************
 PP3373  DESIGNATION -  1914 R
 PP3373  PID         -  PP3373
 PP3373  STATE/COUNTY-  MN/DAKOTA
 PP3373  USGS QUAD   -  FARMINGTON (1993)
 PP3373
 PP3373                         *CURRENT SURVEY CONTROL
 PP3373  ___________________________________________________________________
 PP3373* NAD 83(1986)-  44 37 50.     (N)    093 08 42.     (W)     SCALED    
 PP3373* NAVD 88     -       277.436  (meters)     910.22   (feet)  ADJUSTED  
 PP3373  ___________________________________________________________________
 PP3373  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 PP3373  DYNAMIC HT  -         277.407 (meters)     910.13  (feet)  COMP
 PP3373  MODELED GRAV-     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
 PP3373.and adjusted by the National Geodetic Survey in June 1995..
 PP3373
 PP3373.The geoid height was determined by GEOID03.
 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.      867,840.      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: 15TVK884419(NAD 83)
 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 - March 22, 1995
 PP3373
 PP3373  HISTORY     - Date     Condition        Report By
 PP3373  HISTORY     - 1985     MONUMENTED       MNDT
 PP3373  HISTORY     - 19950322 GOOD             NGS
 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 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3374 ***********************************************************************
 PP3374  DESIGNATION -  1914 S
 PP3374  PID         -  PP3374
 PP3374  STATE/COUNTY-  MN/DAKOTA
 PP3374  USGS QUAD   -  ORCHARD LAKE (1993)
 PP3374
 PP3374                         *CURRENT SURVEY CONTROL
 PP3374  ___________________________________________________________________
 PP3374* NAD 83(1986)-  44 41 06.     (N)    093 16 41.     (W)     SCALED    
 PP3374* NAVD 88     -       331.231  (meters)    1086.71   (feet)  ADJUSTED  
 PP3374  ___________________________________________________________________
 PP3374  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 PP3374  DYNAMIC HT  -         331.208 (meters)    1086.64  (feet)  COMP
 PP3374  MODELED GRAV-     980,536.4   (mgal)                       NAVD 88
 PP3374
 PP3374  VERT ORDER  -  SECOND    CLASS I
 PP3374
 PP3374.The horizontal coordinates were scaled from a topographic map and have
 PP3374.an estimated accuracy of +/- 6 seconds.
 PP3374
 PP3374.The orthometric height was determined by differential leveling
 PP3374.and adjusted by the National Geodetic Survey in June 1995..
 PP3374
 PP3374.The geoid height was determined by GEOID03.
 PP3374
 PP3374.The dynamic height is computed by dividing the NAVD 88
 PP3374.geopotential number by the normal gravity value computed on the
 PP3374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3374.degrees latitude (g = 980.6199 gals.).
 PP3374
 PP3374.The modeled gravity was interpolated from observed gravity values.
 PP3374
 PP3374;                    North         East    Units  Estimated Accuracy
 PP3374;SPC MN S     -   287,480.      857,230.      MT  (+/- 180 meters Scaled)
 PP3374
 PP3374                          SUPERSEDED SURVEY CONTROL
 PP3374
 PP3374.No superseded survey control is available for this station.
 PP3374
 PP3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK779479(NAD 83)
 PP3374_MARKER: DB = BENCH MARK DISK
 PP3374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP3374_SP_SET: CONCRETE POST
 PP3374_STAMPING: 1914 S 1985
 PP3374_MARK LOGO: MNDT  
 PP3374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3374+STABILITY: SURFACE MOTION
 PP3374
 PP3374  HISTORY     - Date     Condition        Report By
 PP3374  HISTORY     - UNK      MONUMENTED       MNDT
 PP3374  HISTORY     - 1985     GOOD             MNDT
 PP3374
 PP3374                          STATION DESCRIPTION
 PP3374
 PP3374'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3374'IN LAKEVILLE.
 PP3374'THE MARK IS LOCATED IN THE CITY OF LAKEVILLE, IN THE NORTHEAST 1/4 OF
 PP3374'SECTION 13, T114N, R21W, 1.0 MILE SOUTHEAST ALONG TRUNK HIGHWAY 50
 PP3374'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 35, 28.0 FEET EAST OF AND
 PP3374'ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT
 PP3374'0.9, 6.0 FEET NORTH OF A TELEPHONE POLE, 57.0 FEET EAST OF A POWER
 PP3374'POLE, 190 FEET SOUTH OF THE CENTER OF A DRIVEWAY LEADING EAST, AND
 PP3374'0.5 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD BRASS
 PP3374'MNDT BENCH MARK DISK STAMPED---1914 S 1985---IN 1985, IS SET IN THE
 PP3374'TOP OF A PRE-CAST (MAGNETIC) CONCRETE MONUMENT AND PROJECTS 0.2 FOOT
 PP3374'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3375 ***********************************************************************
 PP3375  DESIGNATION -  1914 T
 PP3375  PID         -  PP3375
 PP3375  STATE/COUNTY-  MN/DAKOTA
 PP3375  USGS QUAD   -  ORCHARD LAKE (1993)
 PP3375
 PP3375                         *CURRENT SURVEY CONTROL
 PP3375  ___________________________________________________________________
 PP3375* NAD 83(1986)-  44 39 32.     (N)    093 15 29.     (W)     SCALED    
 PP3375* NAVD 88     -       302.639  (meters)     992.91   (feet)  ADJUSTED  
 PP3375  ___________________________________________________________________
 PP3375  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 PP3375  DYNAMIC HT  -         302.615 (meters)     992.83  (feet)  COMP
 PP3375  MODELED GRAV-     980,528.0   (mgal)                       NAVD 88
 PP3375
 PP3375  VERT ORDER  -  SECOND    CLASS I
 PP3375
 PP3375.The horizontal coordinates were scaled from a topographic map and have
 PP3375.an estimated accuracy of +/- 6 seconds.
 PP3375
 PP3375.The orthometric height was determined by differential leveling
 PP3375.and adjusted by the National Geodetic Survey in June 1995..
 PP3375
 PP3375.The geoid height was determined by GEOID03.
 PP3375
 PP3375.The dynamic height is computed by dividing the NAVD 88
 PP3375.geopotential number by the normal gravity value computed on the
 PP3375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3375.degrees latitude (g = 980.6199 gals.).
 PP3375
 PP3375.The modeled gravity was interpolated from observed gravity values.
 PP3375
 PP3375;                    North         East    Units  Estimated Accuracy
 PP3375;SPC MN S     -   284,590.      858,840.      MT  (+/- 180 meters Scaled)
 PP3375
 PP3375                          SUPERSEDED SURVEY CONTROL
 PP3375
 PP3375.No superseded survey control is available for this station.
 PP3375
 PP3375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK795450(NAD 83)
 PP3375_MARKER: DB = BENCH MARK DISK
 PP3375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP3375_SP_SET: CONCRETE POST
 PP3375_STAMPING: 1914 T 1985
 PP3375_MARK LOGO: MNDT  
 PP3375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3375+STABILITY: SURFACE MOTION
 PP3375
 PP3375  HISTORY     - Date     Condition        Report By
 PP3375  HISTORY     - UNK      MONUMENTED       MNDT
 PP3375  HISTORY     - 1985     GOOD             MNDT
 PP3375
 PP3375                          STATION DESCRIPTION
 PP3375
 PP3375'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3375'IN LAKEVILLE.
 PP3375'THE MARK IS LOCATED IN THE CITY OF LAKEVILLE, IN THE NORTHEAST 1/4 OF
 PP3375'SECTION 30, T114N, R20W, 0.35 MILE NORTHWEST ALONG TRUNK HIGHWAY 50
 PP3375'FROM ITS JUNCTION WITH COUNTY ROADS 9 AND 64 IN LAKEVILLE, 34.5 FEET
 PP3375'SOUTHWEST OF AND 0.5 FOOT LOWER THAN THE CENTERLINE OF HIGHWAY 50 AT
 PP3375'MILEPOINT 3.2, 27.1 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 PP3375'RAILWAY, OPPOSITE A HOUSE NUMBERED 20042, AND 0.6 FOOT WEST-NORTHWEST
 PP3375'OF A STEEL WITNESS POST.  THE MARK, A STANDARD BRASS MNDT BENCH MARK
 PP3375'DISK STAMPED---1914 T 1985---IN 1985, IS SET IN THE TOP OF A PRE-CAST
 PP3375'(MAGNETIC) CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4429 ***********************************************************************
 AH4429  DESIGNATION -  1918 B
 AH4429  PID         -  AH4429
 AH4429  STATE/COUNTY-  MN/DAKOTA
 AH4429  USGS QUAD   -  ST PAUL EAST (1993)
 AH4429
 AH4429                         *CURRENT SURVEY CONTROL
 AH4429  ___________________________________________________________________
 AH4429* NAD 83(1986)-  44 52 42.     (N)    093 04 54.     (W)     SCALED    
 AH4429* NAVD 88     -       296.336  (meters)     972.23   (feet)  ADJUSTED  
 AH4429  ___________________________________________________________________
 AH4429  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AH4429  DYNAMIC HT  -         296.329 (meters)     972.21  (feet)  COMP
 AH4429  MODELED GRAV-     980,585.2   (mgal)                       NAVD 88
 AH4429
 AH4429  VERT ORDER  -  SECOND    CLASS I
 AH4429
 AH4429.The horizontal coordinates were scaled from a topographic map and have
 AH4429.an estimated accuracy of +/- 6 seconds.
 AH4429
 AH4429.The orthometric height was determined by differential leveling
 AH4429.and adjusted by the National Geodetic Survey in June 2000..
 AH4429
 AH4429.The geoid height was determined by GEOID03.
 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     -   309,110.      872,560.      MT  (+/- 180 meters Scaled)
 AH4429
 AH4429                          SUPERSEDED SURVEY CONTROL
 AH4429
 AH4429.No superseded survey control is available for this station.
 AH4429
 AH4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK935694(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4429+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4430 ***********************************************************************
 AH4430  DESIGNATION -  1918 C
 AH4430  PID         -  AH4430
 AH4430  STATE/COUNTY-  MN/DAKOTA
 AH4430  USGS QUAD   -  ST PAUL EAST (1993)
 AH4430
 AH4430                         *CURRENT SURVEY CONTROL
 AH4430  ___________________________________________________________________
 AH4430* NAD 83(1986)-  44 52 38.     (N)    093 04 51.     (W)     SCALED    
 AH4430* NAVD 88     -       296.759  (meters)     973.62   (feet)  ADJUSTED  
 AH4430  ___________________________________________________________________
 AH4430  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AH4430  DYNAMIC HT  -         296.752 (meters)     973.59  (feet)  COMP
 AH4430  MODELED GRAV-     980,585.1   (mgal)                       NAVD 88
 AH4430
 AH4430  VERT ORDER  -  SECOND    CLASS I
 AH4430
 AH4430.The horizontal coordinates were scaled from a topographic map and have
 AH4430.an estimated accuracy of +/- 6 seconds.
 AH4430
 AH4430.The orthometric height was determined by differential leveling
 AH4430.and adjusted by the National Geodetic Survey in June 2000..
 AH4430
 AH4430.The geoid height was determined by GEOID03.
 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     -   308,990.      872,620.      MT  (+/- 180 meters Scaled)
 AH4430
 AH4430                          SUPERSEDED SURVEY CONTROL
 AH4430
 AH4430.No superseded survey control is available for this station.
 AH4430
 AH4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK936693(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4430+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 AH4430
 AH4430  HISTORY     - Date     Condition        Report By
 AH4430  HISTORY     - 1989     MONUMENTED       MNDT
 AH4430  HISTORY     - 20021201 GOOD             USPSQD
 AH4430  HISTORY     - 20050111 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4431 ***********************************************************************
 AH4431  DESIGNATION -  1918 D
 AH4431  PID         -  AH4431
 AH4431  STATE/COUNTY-  MN/DAKOTA
 AH4431  USGS QUAD   -  ST PAUL EAST (1993)
 AH4431
 AH4431                         *CURRENT SURVEY CONTROL
 AH4431  ___________________________________________________________________
 AH4431* NAD 83(1986)-  44 52 34.     (N)    093 04 38.     (W)     SCALED    
 AH4431* NAVD 88     -       298.446  (meters)     979.15   (feet)  ADJUSTED  
 AH4431  ___________________________________________________________________
 AH4431  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AH4431  DYNAMIC HT  -         298.439 (meters)     979.13  (feet)  COMP
 AH4431  MODELED GRAV-     980,585.2   (mgal)                       NAVD 88
 AH4431
 AH4431  VERT ORDER  -  SECOND    CLASS I
 AH4431
 AH4431.The horizontal coordinates were scaled from a topographic map and have
 AH4431.an estimated accuracy of +/- 6 seconds.
 AH4431
 AH4431.The orthometric height was determined by differential leveling
 AH4431.and adjusted by the National Geodetic Survey in June 2000..
 AH4431
 AH4431.The geoid height was determined by GEOID03.
 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     -   308,870.      872,910.      MT  (+/- 180 meters Scaled)
 AH4431
 AH4431                          SUPERSEDED SURVEY CONTROL
 AH4431
 AH4431.No superseded survey control is available for this station.
 AH4431
 AH4431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK939691(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4431+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 AH4431
 AH4431  HISTORY     - Date     Condition        Report By
 AH4431  HISTORY     - 1989     MONUMENTED       MNDT
 AH4431  HISTORY     - 20021201 GOOD             USPSQD
 AH4431  HISTORY     - 20050111 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4432 ***********************************************************************
 AH4432  DESIGNATION -  1918 E
 AH4432  PID         -  AH4432
 AH4432  STATE/COUNTY-  MN/DAKOTA
 AH4432  USGS QUAD   -  ST PAUL EAST (1993)
 AH4432
 AH4432                         *CURRENT SURVEY CONTROL
 AH4432  ___________________________________________________________________
 AH4432* NAD 83(1986)-  44 52 35.     (N)    093 04 36.     (W)     SCALED    
 AH4432* NAVD 88     -       295.150  (meters)     968.34   (feet)  ADJUSTED  
 AH4432  ___________________________________________________________________
 AH4432  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AH4432  DYNAMIC HT  -         295.144 (meters)     968.32  (feet)  COMP
 AH4432  MODELED GRAV-     980,585.2   (mgal)                       NAVD 88
 AH4432
 AH4432  VERT ORDER  -  SECOND    CLASS I
 AH4432
 AH4432.The horizontal coordinates were scaled from a topographic map and have
 AH4432.an estimated accuracy of +/- 6 seconds.
 AH4432
 AH4432.The orthometric height was determined by differential leveling
 AH4432.and adjusted by the National Geodetic Survey in June 2000..
 AH4432.No vertical observational check was made to the station.
 AH4432
 AH4432.The geoid height was determined by GEOID03.
 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     -   308,900.      872,950.      MT  (+/- 180 meters Scaled)
 AH4432
 AH4432                          SUPERSEDED SURVEY CONTROL
 AH4432
 AH4432.No superseded survey control is available for this station.
 AH4432
 AH4432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK939692(NAD 83)
 AH4432_MARKER: DR = REFERENCE MARK 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: O = OTHER; SEE DESCRIPTION
 AH4432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4432+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4433 ***********************************************************************
 AH4433  DESIGNATION -  1918 F
 AH4433  PID         -  AH4433
 AH4433  STATE/COUNTY-  MN/DAKOTA
 AH4433  USGS QUAD   -  ST PAUL EAST (1993)
 AH4433
 AH4433                         *CURRENT SURVEY CONTROL
 AH4433  ___________________________________________________________________
 AH4433* NAD 83(1986)-  44 52 34.     (N)    093 04 32.     (W)     SCALED    
 AH4433* NAVD 88     -       294.671  (meters)     966.77   (feet)  ADJUSTED  
 AH4433  ___________________________________________________________________
 AH4433  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AH4433  DYNAMIC HT  -         294.664 (meters)     966.74  (feet)  COMP
 AH4433  MODELED GRAV-     980,585.3   (mgal)                       NAVD 88
 AH4433
 AH4433  VERT ORDER  -  SECOND    CLASS I
 AH4433
 AH4433.The horizontal coordinates were scaled from a topographic map and have
 AH4433.an estimated accuracy of +/- 6 seconds.
 AH4433
 AH4433.The orthometric height was determined by differential leveling
 AH4433.and adjusted by the National Geodetic Survey in June 2000..
 AH4433.No vertical observational check was made to the station.
 AH4433
 AH4433.The geoid height was determined by GEOID03.
 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     -   308,870.      873,040.      MT  (+/- 180 meters Scaled)
 AH4433
 AH4433                          SUPERSEDED SURVEY CONTROL
 AH4433
 AH4433.No superseded survey control is available for this station.
 AH4433
 AH4433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK940691(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4433+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4434 ***********************************************************************
 AH4434  DESIGNATION -  1918 G
 AH4434  PID         -  AH4434
 AH4434  STATE/COUNTY-  MN/DAKOTA
 AH4434  USGS QUAD   -  ST PAUL EAST (1993)
 AH4434
 AH4434                         *CURRENT SURVEY CONTROL
 AH4434  ___________________________________________________________________
 AH4434* NAD 83(1986)-  44 52 30.     (N)    093 04 28.     (W)     SCALED    
 AH4434* NAVD 88     -       298.187  (meters)     978.30   (feet)  ADJUSTED  
 AH4434  ___________________________________________________________________
 AH4434  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AH4434  DYNAMIC HT  -         298.180 (meters)     978.28  (feet)  COMP
 AH4434  MODELED GRAV-     980,585.2   (mgal)                       NAVD 88
 AH4434
 AH4434  VERT ORDER  -  SECOND    CLASS I
 AH4434
 AH4434.The horizontal coordinates were scaled from a topographic map and have
 AH4434.an estimated accuracy of +/- 6 seconds.
 AH4434
 AH4434.The orthometric height was determined by differential leveling
 AH4434.and adjusted by the National Geodetic Survey in June 2000..
 AH4434
 AH4434.The geoid height was determined by GEOID03.
 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     -   308,750.      873,130.      MT  (+/- 180 meters Scaled)
 AH4434
 AH4434                          SUPERSEDED SURVEY CONTROL
 AH4434
 AH4434.No superseded survey control is available for this station.
 AH4434
 AH4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK941690(NAD 83)
 AH4434_MARKER: DR = REFERENCE MARK 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: O = OTHER; SEE DESCRIPTION
 AH4434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4434+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 AH4434
 AH4434  HISTORY     - Date     Condition        Report By
 AH4434  HISTORY     - 1989     MONUMENTED       MNDT
 AH4434  HISTORY     - 20021201 GOOD             USPSQD
 AH4434  HISTORY     - 20050111 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0882 ***********************************************************************
 PP0882  DESIGNATION -  1919 A
 PP0882  PID         -  PP0882
 PP0882  STATE/COUNTY-  MN/DAKOTA
 PP0882  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0882
 PP0882                         *CURRENT SURVEY CONTROL
 PP0882  ___________________________________________________________________
 PP0882* NAD 83(1986)-  44 40 23.     (N)    093 17 35.     (W)     SCALED    
 PP0882* NAVD 88     -       301.644  (meters)     989.64   (feet)  ADJUSTED  
 PP0882  ___________________________________________________________________
 PP0882  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 PP0882  DYNAMIC HT  -         301.622 (meters)     989.57  (feet)  COMP
 PP0882  MODELED GRAV-     980,536.1   (mgal)                       NAVD 88
 PP0882
 PP0882  VERT ORDER  -  SECOND    CLASS 0
 PP0882
 PP0882.The horizontal coordinates were scaled from a topographic map and have
 PP0882.an estimated accuracy of +/- 6 seconds.
 PP0882
 PP0882.The orthometric height was determined by differential leveling
 PP0882.and adjusted by the National Geodetic Survey in June 1991..
 PP0882
 PP0882.The geoid height was determined by GEOID03.
 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     -   286,140.      856,050.      MT  (+/- 180 meters Scaled)
 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: 15TVK767466(NAD 83)
 PP0882_MARKER: DD = SURVEY DISK
 PP0882_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0882_SP_SET: BRIDGE
 PP0882_STAMPING: 1919-A 1947
 PP0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0882
 PP0882  HISTORY     - Date     Condition        Report By
 PP0882  HISTORY     - 1947     MONUMENTED       MNDT
 PP0882  HISTORY     - 1971     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3376 ***********************************************************************
 PP3376  DESIGNATION -  1921 A
 PP3376  PID         -  PP3376
 PP3376  STATE/COUNTY-  MN/DAKOTA
 PP3376  USGS QUAD   -  FARMINGTON (1993)
 PP3376
 PP3376                         *CURRENT SURVEY CONTROL
 PP3376  ___________________________________________________________________
 PP3376* NAD 83(1986)-  44 39 00.     (N)    093 08 12.     (W)     SCALED    
 PP3376* NAVD 88     -       273.237  (meters)     896.45   (feet)  ADJUSTED  
 PP3376  ___________________________________________________________________
 PP3376  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 PP3376  DYNAMIC HT  -         273.209 (meters)     896.35  (feet)  COMP
 PP3376  MODELED GRAV-     980,507.8   (mgal)                       NAVD 88
 PP3376
 PP3376  VERT ORDER  -  SECOND    CLASS I
 PP3376
 PP3376.The horizontal coordinates were scaled from a topographic map and have
 PP3376.an estimated accuracy of +/- 6 seconds.
 PP3376
 PP3376.The orthometric height was determined by differential leveling
 PP3376.and adjusted by the National Geodetic Survey in June 1995..
 PP3376
 PP3376.The geoid height was determined by GEOID03.
 PP3376
 PP3376.The dynamic height is computed by dividing the NAVD 88
 PP3376.geopotential number by the normal gravity value computed on the
 PP3376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3376.degrees latitude (g = 980.6199 gals.).
 PP3376
 PP3376.The modeled gravity was interpolated from observed gravity values.
 PP3376
 PP3376;                    North         East    Units  Estimated Accuracy
 PP3376;SPC MN S     -   283,700.      868,480.      MT  (+/- 180 meters Scaled)
 PP3376
 PP3376                          SUPERSEDED SURVEY CONTROL
 PP3376
 PP3376.No superseded survey control is available for this station.
 PP3376
 PP3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891440(NAD 83)
 PP3376_MARKER: DB = BENCH MARK DISK
 PP3376_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3376_SP_SET: BRIDGE ABUTMENT
 PP3376_STAMPING: 1929 ADJ NO 1921 A 1948
 PP3376_MARK LOGO: MNDT  
 PP3376_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3376+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1995
 PP3376
 PP3376  HISTORY     - Date     Condition        Report By
 PP3376  HISTORY     - 1948     MONUMENTED       MNDT
 PP3376  HISTORY     - 1985     GOOD             MNDT
 PP3376  HISTORY     - 19910828 GOOD             MNDT
 PP3376  HISTORY     - 19950322 GOOD             NGS
 PP3376
 PP3376                          STATION DESCRIPTION
 PP3376
 PP3376'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3376'IN FARMINGTON.
 PP3376'THE MARK IS LOCATED 0.3 MILE NORTH OF THE CITY OF FARMINGTON AT THE
 PP3376'TRUNK HIGHWAY 3 BRIDGE OVER THE VERMILLION RIVER, IN THE SW 1/4 OF
 PP3376'SECTION 29, T114N, R19W, 0.65 MILE NORTH ALONG TRUNK HIGHWAY 3 FROM
 PP3376'ITS NORTH JUNCTION WITH TRUNK HIGHWAY 50 IN FARMINGTON, 22 FEET EAST
 PP3376'OF THE I CENTERLINE OF HIGHWAY 3 AT ENGINEERS STATION 1219+23, AND
 PP3376'133 FEET NORTH OF THE CENTER OF COUNTY ROAD 66.  THE MARK, A STANDARD
 PP3376'BRASS MNHD BENCH MARK DISK STAMPED---1921 A 1948---, IS SET IN THE
 PP3376'ABUTMENT AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 6696.
 PP3376
 PP3376                          STATION RECOVERY (1991)
 PP3376
 PP3376'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (WAS)
 PP3376'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PP3376
 PP3376                          STATION RECOVERY (1995)
 PP3376
 PP3376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DBH)
 PP3376'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED IN THE
 PP3376'TOWN OF FARMINGTON IN THE SW 1/4 OF SECTION 29, T114N, R19W.  TO REACH
 PP3376'THE MARK FROM THE JCT OF TH 3 AND CO RD 50, GO NORTH ALONG TH 3 FOR
 PP3376'0.65 MI (1.05 KM) TO TH 3 MP 26.65 AND THE MARK ON THE RIGHT. THE
 PP3376'MARK, A BENCH MARK DISK SET IN THE SE ABUTMENT OF TH 3 BRDG NO 6696
 PP3376'OVER THE VERMILLION RIVER, IS 22 FT (6.7 M) EAST OF TH 3 AND 133 FT
 PP3376'(40.5 M) NORTH OF CO RD 66.  RECOVERED AND DESCRIBED BY DIXON B.HOYLE,
 PP3376'TYPED BY J.E.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9113 ***********************************************************************
 DE9113  DESIGNATION -  1921 F
 DE9113  PID         -  DE9113
 DE9113  STATE/COUNTY-  MN/DAKOTA
 DE9113  USGS QUAD   -  FARMINGTON (1993)
 DE9113
 DE9113                         *CURRENT SURVEY CONTROL
 DE9113  ___________________________________________________________________
 DE9113* NAD 83(1986)-  44 43 02.     (N)    093 08 09.     (W)     SCALED    
 DE9113* NAVD 88     -       288.753  (meters)     947.35   (feet)  ADJUSTED  
 DE9113  ___________________________________________________________________
 DE9113  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DE9113  DYNAMIC HT  -         288.730 (meters)     947.27  (feet)  COMP
 DE9113  MODELED GRAV-     980,531.0   (mgal)                       NAVD 88
 DE9113
 DE9113  VERT ORDER  -  SECOND    CLASS I
 DE9113
 DE9113.The horizontal coordinates were scaled from a topographic map and have
 DE9113.an estimated accuracy of +/- 6 seconds.
 DE9113
 DE9113.The orthometric height was determined by differential leveling
 DE9113.and adjusted by the National Geodetic Survey in August 2004..
 DE9113
 DE9113.The geoid height was determined by GEOID03.
 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     -   291,170.      868,470.      MT  (+/- 180 meters Scaled)
 DE9113
 DE9113                          SUPERSEDED SURVEY CONTROL
 DE9113
 DE9113.No superseded survey control is available for this station.
 DE9113
 DE9113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK892515(NAD 83)
 DE9113_MARKER: DB = BENCH MARK DISK
 DE9113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9113_STAMPING: 1921 F 1953
 DE9113_MARK LOGO: MNDT  
 DE9113_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 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 - August 28, 1991
 DE9113
 DE9113  HISTORY     - Date     Condition        Report By
 DE9113  HISTORY     - 1953     MONUMENTED       MNDT
 DE9113  HISTORY     - 19910828 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5383 ***********************************************************************
 AA5383  DESIGNATION -  1921 G
 AA5383  PID         -  AA5383
 AA5383  STATE/COUNTY-  MN/DAKOTA
 AA5383  USGS QUAD   -  FARMINGTON (1993)
 AA5383
 AA5383                         *CURRENT SURVEY CONTROL
 AA5383  ___________________________________________________________________
 AA5383* NAD 83(1986)-  44 39 10.     (N)    093 08 13.     (W)     SCALED    
 AA5383* NAVD 88     -       273.298  (meters)     896.65   (feet)  ADJUSTED  
 AA5383  ___________________________________________________________________
 AA5383  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AA5383  DYNAMIC HT  -         273.270 (meters)     896.55  (feet)  COMP
 AA5383  MODELED GRAV-     980,508.7   (mgal)                       NAVD 88
 AA5383
 AA5383  VERT ORDER  -  SECOND    CLASS I
 AA5383
 AA5383.The horizontal coordinates were scaled from a topographic map and have
 AA5383.an estimated accuracy of +/- 6 seconds.
 AA5383
 AA5383.The orthometric height was determined by differential leveling
 AA5383.and adjusted by the National Geodetic Survey in August 2004..
 AA5383
 AA5383.The geoid height was determined by GEOID03.
 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     -   284,000.      868,450.      MT  (+/- 180 meters Scaled)
 AA5383
 AA5383                          SUPERSEDED SURVEY CONTROL
 AA5383
 AA5383.No superseded survey control is available for this station.
 AA5383
 AA5383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891443(NAD 83)
 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_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 - January 30, 2002
 AA5383
 AA5383  HISTORY     - Date     Condition        Report By
 AA5383  HISTORY     - 1991     MONUMENTED       MNDT
 AA5383  HISTORY     - 19950322 GOOD             NGS
 AA5383  HISTORY     - 20020130 GOOD             MNDT
 AA5383
 AA5383                          STATION DESCRIPTION
 AA5383
 AA5383'DESCRIBED 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9107 ***********************************************************************
 DE9107  DESIGNATION -  1921 H
 DE9107  PID         -  DE9107
 DE9107  STATE/COUNTY-  MN/DAKOTA
 DE9107  USGS QUAD   -  FARMINGTON (1993)
 DE9107
 DE9107                         *CURRENT SURVEY CONTROL
 DE9107  ___________________________________________________________________
 DE9107* NAD 83(1986)-  44 39 49.     (N)    093 08 14.     (W)     SCALED    
 DE9107* NAVD 88     -       281.420  (meters)     923.29   (feet)  ADJUSTED  
 DE9107  ___________________________________________________________________
 DE9107  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DE9107  DYNAMIC HT  -         281.393 (meters)     923.20  (feet)  COMP
 DE9107  MODELED GRAV-     980,512.4   (mgal)                       NAVD 88
 DE9107
 DE9107  VERT ORDER  -  SECOND    CLASS I
 DE9107
 DE9107.The horizontal coordinates were scaled from a topographic map and have
 DE9107.an estimated accuracy of +/- 6 seconds.
 DE9107
 DE9107.The orthometric height was determined by differential leveling
 DE9107.and adjusted by the National Geodetic Survey in August 2004..
 DE9107
 DE9107.The geoid height was determined by GEOID03.
 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     -   285,210.      868,420.      MT  (+/- 180 meters Scaled)
 DE9107
 DE9107                          SUPERSEDED SURVEY CONTROL
 DE9107
 DE9107.No superseded survey control is available for this station.
 DE9107
 DE9107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891455(NAD 83)
 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: FLUSH
 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 - 1991
 DE9107_ROD/PIPE-DEPTH: 10.1 meters
 DE9107
 DE9107  HISTORY     - Date     Condition        Report By
 DE9107  HISTORY     - 1991     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9108 ***********************************************************************
 DE9108  DESIGNATION -  1921 J
 DE9108  PID         -  DE9108
 DE9108  STATE/COUNTY-  MN/DAKOTA
 DE9108  USGS QUAD   -  FARMINGTON (1993)
 DE9108
 DE9108                         *CURRENT SURVEY CONTROL
 DE9108  ___________________________________________________________________
 DE9108* NAD 83(1986)-  44 40 16.     (N)    093 08 11.     (W)     SCALED    
 DE9108* NAVD 88     -       285.638  (meters)     937.13   (feet)  ADJUSTED  
 DE9108  ___________________________________________________________________
 DE9108  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DE9108  DYNAMIC HT  -         285.611 (meters)     937.04  (feet)  COMP
 DE9108  MODELED GRAV-     980,514.9   (mgal)                       NAVD 88
 DE9108
 DE9108  VERT ORDER  -  SECOND    CLASS I
 DE9108
 DE9108.The horizontal coordinates were scaled from a topographic map and have
 DE9108.an estimated accuracy of +/- 6 seconds.
 DE9108
 DE9108.The orthometric height was determined by differential leveling
 DE9108.and adjusted by the National Geodetic Survey in August 2004..
 DE9108
 DE9108.The geoid height was determined by GEOID03.
 DE9108
 DE9108.The dynamic height is computed by dividing the NAVD 88
 DE9108.geopotential number by the normal gravity value computed on the
 DE9108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9108.degrees latitude (g = 980.6199 gals.).
 DE9108
 DE9108.The modeled gravity was interpolated from observed gravity values.
 DE9108
 DE9108;                    North         East    Units  Estimated Accuracy
 DE9108;SPC MN S     -   286,040.      868,480.      MT  (+/- 180 meters Scaled)
 DE9108
 DE9108                          SUPERSEDED SURVEY CONTROL
 DE9108
 DE9108.No superseded survey control is available for this station.
 DE9108
 DE9108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891464(NAD 83)
 DE9108_MARKER: DV = VERTICAL CONTROL DISK
 DE9108_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9108_STAMPING: 1921 J 1991
 DE9108_MARK LOGO: MNDT  
 DE9108_PROJECTION: FLUSH
 DE9108_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9108+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DE9108_ROD/PIPE-DEPTH:  5.5 meters
 DE9108
 DE9108  HISTORY     - Date     Condition        Report By
 DE9108  HISTORY     - 1991     MONUMENTED       MNDT
 DE9108
 DE9108                          STATION DESCRIPTION
 DE9108
 DE9108'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 DE9108'THE MARK IS 2.5 MI (4.0 KM) NORTH OF FARMINGTON, 2.1 MI (3.4 KM) NORTH
 DE9108'ALONG TH 3 FROM JCT OF TH 3 AND TH 50 WEST IN FARMINGTON, 48 FT (14.6
 DE9108'M) EAST OF TH 3, AT TH 3 MP 28.2, 75 FT (22.9 M) SOUTH OF FARM ENT,
 DE9108'800 FT (243.8 M) SOUTH OF CHIPPENDALE GOLF CLUB, 23 FT (7.0 M) NORTH
 DE9108'OF T-POLE, 1.0 FT (0.3 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9110 ***********************************************************************
 DE9110  DESIGNATION -  1921 K
 DE9110  PID         -  DE9110
 DE9110  STATE/COUNTY-  MN/DAKOTA
 DE9110  USGS QUAD   -  FARMINGTON (1993)
 DE9110
 DE9110                         *CURRENT SURVEY CONTROL
 DE9110  ___________________________________________________________________
 DE9110* NAD 83(1986)-  44 41 43.     (N)    093 08 10.     (W)     SCALED    
 DE9110* NAVD 88     -       293.509  (meters)     962.95   (feet)  ADJUSTED  
 DE9110  ___________________________________________________________________
 DE9110  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DE9110  DYNAMIC HT  -         293.484 (meters)     962.87  (feet)  COMP
 DE9110  MODELED GRAV-     980,523.3   (mgal)                       NAVD 88
 DE9110
 DE9110  VERT ORDER  -  SECOND    CLASS I
 DE9110
 DE9110.The horizontal coordinates were scaled from a topographic map and have
 DE9110.an estimated accuracy of +/- 6 seconds.
 DE9110
 DE9110.The orthometric height was determined by differential leveling
 DE9110.and adjusted by the National Geodetic Survey in August 2004..
 DE9110
 DE9110.The geoid height was determined by GEOID03.
 DE9110
 DE9110.The dynamic height is computed by dividing the NAVD 88
 DE9110.geopotential number by the normal gravity value computed on the
 DE9110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9110.degrees latitude (g = 980.6199 gals.).
 DE9110
 DE9110.The modeled gravity was interpolated from observed gravity values.
 DE9110
 DE9110;                    North         East    Units  Estimated Accuracy
 DE9110;SPC MN S     -   288,730.      868,470.      MT  (+/- 180 meters Scaled)
 DE9110
 DE9110                          SUPERSEDED SURVEY CONTROL
 DE9110
 DE9110.No superseded survey control is available for this station.
 DE9110
 DE9110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK892491(NAD 83)
 DE9110_MARKER: DV = VERTICAL CONTROL DISK
 DE9110_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9110_STAMPING: 1921 K 1991
 DE9110_MARK LOGO: MNDT  
 DE9110_PROJECTION: FLUSH
 DE9110_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9110+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DE9110_ROD/PIPE-DEPTH:  4.0 meters
 DE9110
 DE9110  HISTORY     - Date     Condition        Report By
 DE9110  HISTORY     - 1991     MONUMENTED       MNDT
 DE9110
 DE9110                          STATION DESCRIPTION
 DE9110
 DE9110'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 DE9110'THE MARK IS 4.25 MI (6.84 KM) NORTH OF FARMINGTON, 3.8 MI (6.1 KM)
 DE9110'NORTH ALONG TH 3 FROM JCT OF TH 3 AND TH 50 WEST IN FARMINGTON, 44 FT
 DE9110'(13.4 M) EAST OF TH 3, AT TH 3 MP 29.8, 350 FT (106.7 M) NORTH OF CONC
 DE9110'DRIVEWAY AT HOUSE NO 17604, 1.0 FT (0.3 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9111 ***********************************************************************
 DE9111  DESIGNATION -  1921 L
 DE9111  PID         -  DE9111
 DE9111  STATE/COUNTY-  MN/DAKOTA
 DE9111  USGS QUAD   -  FARMINGTON (1993)
 DE9111
 DE9111                         *CURRENT SURVEY CONTROL
 DE9111  ___________________________________________________________________
 DE9111* NAD 83(1986)-  44 42 30.     (N)    093 08 12.     (W)     SCALED    
 DE9111* NAVD 88     -       292.022  (meters)     958.08   (feet)  ADJUSTED  
 DE9111  ___________________________________________________________________
 DE9111  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DE9111  DYNAMIC HT  -         291.999 (meters)     958.00  (feet)  COMP
 DE9111  MODELED GRAV-     980,527.9   (mgal)                       NAVD 88
 DE9111
 DE9111  VERT ORDER  -  SECOND    CLASS I
 DE9111
 DE9111.The horizontal coordinates were scaled from a topographic map and have
 DE9111.an estimated accuracy of +/- 6 seconds.
 DE9111
 DE9111.The orthometric height was determined by differential leveling
 DE9111.and adjusted by the National Geodetic Survey in August 2004..
 DE9111
 DE9111.The geoid height was determined by GEOID03.
 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     -   290,180.      868,410.      MT  (+/- 180 meters Scaled)
 DE9111
 DE9111                          SUPERSEDED SURVEY CONTROL
 DE9111
 DE9111.No superseded survey control is available for this station.
 DE9111
 DE9111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891505(NAD 83)
 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: RECESSED 3 CENTIMETERS
 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 - 1991
 DE9111_ROD/PIPE-DEPTH:  6.4 meters
 DE9111
 DE9111  HISTORY     - Date     Condition        Report By
 DE9111  HISTORY     - 1991     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9114 ***********************************************************************
 DE9114  DESIGNATION -  1921 M
 DE9114  PID         -  DE9114
 DE9114  STATE/COUNTY-  MN/DAKOTA
 DE9114  USGS QUAD   -  FARMINGTON (1993)
 DE9114
 DE9114                         *CURRENT SURVEY CONTROL
 DE9114  ___________________________________________________________________
 DE9114* NAD 83(1986)-  44 43 26.     (N)    093 07 55.     (W)     SCALED    
 DE9114* NAVD 88     -       290.944  (meters)     954.54   (feet)  ADJUSTED  
 DE9114  ___________________________________________________________________
 DE9114  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DE9114  DYNAMIC HT  -         290.922 (meters)     954.47  (feet)  COMP
 DE9114  MODELED GRAV-     980,533.3   (mgal)                       NAVD 88
 DE9114
 DE9114  VERT ORDER  -  SECOND    CLASS I
 DE9114
 DE9114.The horizontal coordinates were scaled from a topographic map and have
 DE9114.an estimated accuracy of +/- 6 seconds.
 DE9114
 DE9114.The orthometric height was determined by differential leveling
 DE9114.and adjusted by the National Geodetic Survey in August 2004..
 DE9114
 DE9114.The geoid height was determined by GEOID03.
 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     -   291,910.      868,770.      MT  (+/- 180 meters Scaled)
 DE9114
 DE9114                          SUPERSEDED SURVEY CONTROL
 DE9114
 DE9114.No superseded survey control is available for this station.
 DE9114
 DE9114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK895522(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 DE9114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9114+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2002
 DE9114
 DE9114  HISTORY     - Date     Condition        Report By
 DE9114  HISTORY     - 1992     MONUMENTED       MNDT
 DE9114  HISTORY     - 20020130 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1342 ***********************************************************************
 PP1342  DESIGNATION -  1922 A
 PP1342  PID         -  PP1342
 PP1342  STATE/COUNTY-  MN/DAKOTA
 PP1342  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1342
 PP1342                         *CURRENT SURVEY CONTROL
 PP1342  ___________________________________________________________________
 PP1342* NAD 83(1986)-  44 51 12.     (N)    093 00 24.     (W)     SCALED    
 PP1342* NAVD 88     -       217.069  (meters)     712.17   (feet)  ADJUSTED  
 PP1342  ___________________________________________________________________
 PP1342  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 PP1342  DYNAMIC HT  -         217.063 (meters)     712.15  (feet)  COMP
 PP1342  MODELED GRAV-     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
 PP1342.and adjusted by the National Geodetic Survey in June 1991..
 PP1342
 PP1342.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1343 ***********************************************************************
 PP1343  DESIGNATION -  1922 B
 PP1343  PID         -  PP1343
 PP1343  STATE/COUNTY-  MN/DAKOTA
 PP1343  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1343
 PP1343                         *CURRENT SURVEY CONTROL
 PP1343  ___________________________________________________________________
 PP1343* NAD 83(1986)-  44 51 12.     (N)    093 00 49.     (W)     SCALED    
 PP1343* NAVD 88     -       214.065  (meters)     702.31   (feet)  ADJUSTED  
 PP1343  ___________________________________________________________________
 PP1343  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 PP1343  DYNAMIC HT  -         214.059 (meters)     702.29  (feet)  COMP
 PP1343  MODELED GRAV-     980,581.8   (mgal)                       NAVD 88
 PP1343
 PP1343  VERT ORDER  -  SECOND    CLASS 0
 PP1343
 PP1343.The horizontal coordinates were scaled from a topographic map and have
 PP1343.an estimated accuracy of +/- 6 seconds.
 PP1343
 PP1343.The orthometric height was determined by differential leveling
 PP1343.and adjusted by the National Geodetic Survey in June 1991..
 PP1343
 PP1343.The geoid height was determined by GEOID03.
 PP1343
 PP1343.The dynamic height is computed by dividing the NAVD 88
 PP1343.geopotential number by the normal gravity value computed on the
 PP1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1343.degrees latitude (g = 980.6199 gals.).
 PP1343
 PP1343.The modeled gravity was interpolated from observed gravity values.
 PP1343
 PP1343;                    North         East    Units  Estimated Accuracy
 PP1343;SPC MN S     -   306,400.      877,970.      MT  (+/- 180 meters Scaled)
 PP1343
 PP1343                          SUPERSEDED SURVEY CONTROL
 PP1343
 PP1343  NGVD 29 (??/??/92)  214.018  (m)          702.16   (f) ADJ UNCH    2 0
 PP1343
 PP1343.Superseded values are not recommended for survey control.
 PP1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1343.See file dsdata.txt to determine how the superseded data were derived.
 PP1343
 PP1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK989666(NAD 83)
 PP1343_MARKER: X = CHISELED CROSS
 PP1343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1343_SP_SET: BASE
 PP1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1343
 PP1343  HISTORY     - Date     Condition        Report By
 PP1343  HISTORY     - UNK      MONUMENTED       MNDT
 PP1343  HISTORY     - 1970     GOOD             MNDT
 PP1343  HISTORY     - 20040424 MARK NOT FOUND   USPSQD
 PP1343
 PP1343                          STATION DESCRIPTION
 PP1343
 PP1343'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1343'IN INVER GROVE.
 PP1343'MARK IS LOCATED IN INVER GROVE TOWNSHIP ABOUT 0.2 MILES EAST OF
 PP1343'CONCORD STREET (T.H. 56) ON THE WEST BANK OF THE MISSISSIPPI RIVER,
 PP1343'100 FT. WEST OF THE EAST END OF THE CHICAGO, ROCK ISLAND AND PACIFIC
 PP1343'RAILROAD BRIDGE OVER THE MISSISSIPPI RIVER, IN THE NORTHEAST CORNER OF
 PP1343'A CONCRETE BASE OF A TRAFFICE CONTROL SIGNAL BOX 20 FEET SOUTH OF THE
 PP1343'ROADWAY.  SE 1/4 SECTION 2, T N, R W.
 PP1343
 PP1343                          STATION RECOVERY (2004)
 PP1343
 PP1343'RECOVERY NOTE BY US POWER SQUADRON 2004
 PP1343'MARK NOT FOUND, RR AND BRIDGE NOT IN USE. AREA GROWN UP AND IN POOR
 PP1343'CONDITION. BRIDGE IS FOR SALE. SPSPS DH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3415 ***********************************************************************
 PP3415  DESIGNATION -  1923 A
 PP3415  PID         -  PP3415
 PP3415  STATE/COUNTY-  MN/DAKOTA
 PP3415  USGS QUAD   -  CANNON FALLS (1974)
 PP3415
 PP3415                         *CURRENT SURVEY CONTROL
 PP3415  ___________________________________________________________________
 PP3415* NAD 83(1986)-  44 36 03.     (N)    092 59 06.     (W)     SCALED    
 PP3415* NAVD 88     -       299.701  (meters)     983.27   (feet)  ADJUSTED  
 PP3415  ___________________________________________________________________
 PP3415  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 PP3415  DYNAMIC HT  -         299.663 (meters)     983.14  (feet)  COMP
 PP3415  MODELED GRAV-     980,484.5   (mgal)                       NAVD 88
 PP3415
 PP3415  VERT ORDER  -  SECOND    CLASS I
 PP3415
 PP3415.The horizontal coordinates were scaled from a topographic map and have
 PP3415.an estimated accuracy of +/- 6 seconds.
 PP3415
 PP3415.The orthometric height was determined by differential leveling
 PP3415.and adjusted by the National Geodetic Survey in June 1995..
 PP3415
 PP3415.The geoid height was determined by GEOID03.
 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     -   278,370.      880,580.      MT  (+/- 180 meters Scaled)
 PP3415
 PP3415                          SUPERSEDED SURVEY CONTROL
 PP3415
 PP3415.No superseded survey control is available for this station.
 PP3415
 PP3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK011386(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3415+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 PP3415
 PP3415  HISTORY     - Date     Condition        Report By
 PP3415  HISTORY     - 1988     MONUMENTED       MNDT
 PP3415  HISTORY     - 20021228 GOOD             USPSQD
 PP3415  HISTORY     - 20050328 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3414 ***********************************************************************
 PP3414  DESIGNATION -  1923 B
 PP3414  PID         -  PP3414
 PP3414  STATE/COUNTY-  MN/DAKOTA
 PP3414  USGS QUAD   -  CANNON FALLS (1974)
 PP3414
 PP3414                         *CURRENT SURVEY CONTROL
 PP3414  ___________________________________________________________________
 PP3414* NAD 83(1986)-  44 36 04.     (N)    092 58 21.     (W)     SCALED    
 PP3414* NAVD 88     -       302.283  (meters)     991.74   (feet)  ADJUSTED  
 PP3414  ___________________________________________________________________
 PP3414  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 PP3414  DYNAMIC HT  -         302.245 (meters)     991.62  (feet)  COMP
 PP3414  MODELED GRAV-     980,484.0   (mgal)                       NAVD 88
 PP3414
 PP3414  VERT ORDER  -  SECOND    CLASS I
 PP3414
 PP3414.The horizontal coordinates were scaled from a topographic map and have
 PP3414.an estimated accuracy of +/- 6 seconds.
 PP3414
 PP3414.The orthometric height was determined by differential leveling
 PP3414.and adjusted by the National Geodetic Survey in June 1995..
 PP3414
 PP3414.The geoid height was determined by GEOID03.
 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     -   278,420.      881,570.      MT  (+/- 180 meters Scaled)
 PP3414
 PP3414                          SUPERSEDED SURVEY CONTROL
 PP3414
 PP3414.No superseded survey control is available for this station.
 PP3414
 PP3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK021386(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - March 28, 2005
 PP3414
 PP3414  HISTORY     - Date     Condition        Report By
 PP3414  HISTORY     - 1988     MONUMENTED       MNDT
 PP3414  HISTORY     - 20021228 GOOD             USPSQD
 PP3414  HISTORY     - 20050328 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3413 ***********************************************************************
 PP3413  DESIGNATION -  1923 C
 PP3413  PID         -  PP3413
 PP3413  STATE/COUNTY-  MN/DAKOTA
 PP3413  USGS QUAD   -  CANNON FALLS (1974)
 PP3413
 PP3413                         *CURRENT SURVEY CONTROL
 PP3413  ___________________________________________________________________
 PP3413* NAD 83(1986)-  44 36 04.     (N)    092 57 55.     (W)     SCALED    
 PP3413* NAVD 88     -       300.563  (meters)     986.10   (feet)  ADJUSTED  
 PP3413  ___________________________________________________________________
 PP3413  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 PP3413  DYNAMIC HT  -         300.525 (meters)     985.97  (feet)  COMP
 PP3413  MODELED GRAV-     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
 PP3413.and adjusted by the National Geodetic Survey in June 1995..
 PP3413
 PP3413.The geoid height was determined by GEOID03.
 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_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
 PP3413  HISTORY     - Date     Condition        Report By
 PP3413  HISTORY     - 1988     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3412 ***********************************************************************
 PP3412  DESIGNATION -  1923 D
 PP3412  PID         -  PP3412
 PP3412  STATE/COUNTY-  MN/DAKOTA
 PP3412  USGS QUAD   -  CANNON FALLS (1974)
 PP3412
 PP3412                         *CURRENT SURVEY CONTROL
 PP3412  ___________________________________________________________________
 PP3412* NAD 83(1986)-  44 36 06.     (N)    092 57 15.     (W)     SCALED    
 PP3412* NAVD 88     -       294.925  (meters)     967.60   (feet)  ADJUSTED  
 PP3412  ___________________________________________________________________
 PP3412  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 PP3412  DYNAMIC HT  -         294.888 (meters)     967.48  (feet)  COMP
 PP3412  MODELED GRAV-     980,482.9   (mgal)                       NAVD 88
 PP3412
 PP3412  VERT ORDER  -  SECOND    CLASS I
 PP3412
 PP3412.The horizontal coordinates were scaled from a topographic map and have
 PP3412.an estimated accuracy of +/- 6 seconds.
 PP3412
 PP3412.The orthometric height was determined by differential leveling
 PP3412.and adjusted by the National Geodetic Survey in June 1995..
 PP3412
 PP3412.The geoid height was determined by GEOID03.
 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     -   278,500.      883,020.      MT  (+/- 180 meters Scaled)
 PP3412
 PP3412                          SUPERSEDED SURVEY CONTROL
 PP3412
 PP3412.No superseded survey control is available for this station.
 PP3412
 PP3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK036387(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3412
 PP3412  HISTORY     - Date     Condition        Report By
 PP3412  HISTORY     - 1988     MONUMENTED       MNDT
 PP3412  HISTORY     - 20021228 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3411 ***********************************************************************
 PP3411  DESIGNATION -  1923 E
 PP3411  PID         -  PP3411
 PP3411  STATE/COUNTY-  MN/DAKOTA
 PP3411  USGS QUAD   -  CANNON FALLS (1974)
 PP3411
 PP3411                         *CURRENT SURVEY CONTROL
 PP3411  ___________________________________________________________________
 PP3411* NAD 83(1986)-  44 36 04.     (N)    092 56 41.     (W)     SCALED    
 PP3411* NAVD 88     -       306.164  (meters)    1004.47   (feet)  ADJUSTED  
 PP3411  ___________________________________________________________________
 PP3411  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 PP3411  DYNAMIC HT  -         306.125 (meters)    1004.35  (feet)  COMP
 PP3411  MODELED GRAV-     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
 PP3411.and adjusted by the National Geodetic Survey in June 1995..
 PP3411
 PP3411.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3410 ***********************************************************************
 PP3410  DESIGNATION -  1923 F
 PP3410  PID         -  PP3410
 PP3410  STATE/COUNTY-  MN/DAKOTA
 PP3410  USGS QUAD   -  CANNON FALLS (1974)
 PP3410
 PP3410                         *CURRENT SURVEY CONTROL
 PP3410  ___________________________________________________________________
 PP3410* NAD 83(1986)-  44 36 04.     (N)    092 55 59.     (W)     SCALED    
 PP3410* NAVD 88     -       296.460  (meters)     972.64   (feet)  ADJUSTED  
 PP3410  ___________________________________________________________________
 PP3410  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 PP3410  DYNAMIC HT  -         296.422 (meters)     972.51  (feet)  COMP
 PP3410  MODELED GRAV-     980,481.0   (mgal)                       NAVD 88
 PP3410
 PP3410  VERT ORDER  -  SECOND    CLASS I
 PP3410
 PP3410.The horizontal coordinates were scaled from a topographic map and have
 PP3410.an estimated accuracy of +/- 6 seconds.
 PP3410
 PP3410.The orthometric height was determined by differential leveling
 PP3410.and adjusted by the National Geodetic Survey in June 1995..
 PP3410
 PP3410.The geoid height was determined by GEOID03.
 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     -   278,460.      884,700.      MT  (+/- 180 meters Scaled)
 PP3410
 PP3410                          SUPERSEDED SURVEY CONTROL
 PP3410
 PP3410.No superseded survey control is available for this station.
 PP3410
 PP3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK053386(NAD 83)
 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_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 27, 2004
 PP3410
 PP3410  HISTORY     - Date     Condition        Report By
 PP3410  HISTORY     - 1988     MONUMENTED       MNDT
 PP3410  HISTORY     - 20021228 GOOD             USPSQD
 PP3410  HISTORY     - 20040727 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3408 ***********************************************************************
 PP3408  DESIGNATION -  1923 H
 PP3408  PID         -  PP3408
 PP3408  STATE/COUNTY-  MN/DAKOTA
 PP3408  USGS QUAD   -  CANNON FALLS (1974)
 PP3408
 PP3408                         *CURRENT SURVEY CONTROL
 PP3408  ___________________________________________________________________
 PP3408* NAD 83(1986)-  44 36 04.     (N)    092 54 25.     (W)     SCALED    
 PP3408* NAVD 88     -       305.495  (meters)    1002.28   (feet)  ADJUSTED  
 PP3408  ___________________________________________________________________
 PP3408  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 PP3408  DYNAMIC HT  -         305.455 (meters)    1002.15  (feet)  COMP
 PP3408  MODELED GRAV-     980,478.0   (mgal)                       NAVD 88
 PP3408
 PP3408  VERT ORDER  -  SECOND    CLASS I
 PP3408
 PP3408.The horizontal coordinates were scaled from a topographic map and have
 PP3408.an estimated accuracy of +/- 6 seconds.
 PP3408
 PP3408.The orthometric height was determined by differential leveling
 PP3408.and adjusted by the National Geodetic Survey in June 1995..
 PP3408
 PP3408.The geoid height was determined by GEOID03.
 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     -   278,480.      886,770.      MT  (+/- 180 meters Scaled)
 PP3408
 PP3408                          SUPERSEDED SURVEY CONTROL
 PP3408
 PP3408.No superseded survey control is available for this station.
 PP3408
 PP3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK073386(NAD 83)
 PP3408_MARKER: DV = VERTICAL CONTROL DISK
 PP3408_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP3408+WITH SETTING: INFORMATION.
 PP3408_SP_SET: METAL ROD DRIVEN INTO GROUND
 PP3408_STAMPING: 1923 H 1988
 PP3408_MARK LOGO: MNDT  
 PP3408_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3408
 PP3408  HISTORY     - Date     Condition        Report By
 PP3408  HISTORY     - 1988     MONUMENTED       MNDT
 PP3408  HISTORY     - 20040727 MARK NOT FOUND   USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3407 ***********************************************************************
 PP3407  DESIGNATION -  1923 J
 PP3407  PID         -  PP3407
 PP3407  STATE/COUNTY-  MN/DAKOTA
 PP3407  USGS QUAD   -  CANNON FALLS (1974)
 PP3407
 PP3407                         *CURRENT SURVEY CONTROL
 PP3407  ___________________________________________________________________
 PP3407* NAD 83(1986)-  44 36 04.     (N)    092 54 07.     (W)     SCALED    
 PP3407* NAVD 88     -       286.752  (meters)     940.79   (feet)  ADJUSTED  
 PP3407  ___________________________________________________________________
 PP3407  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 PP3407  DYNAMIC HT  -         286.714 (meters)     940.66  (feet)  COMP
 PP3407  MODELED GRAV-     980,477.4   (mgal)                       NAVD 88
 PP3407
 PP3407  VERT ORDER  -  SECOND    CLASS I
 PP3407
 PP3407.The horizontal coordinates were scaled from a topographic map and have
 PP3407.an estimated accuracy of +/- 6 seconds.
 PP3407
 PP3407.The orthometric height was determined by differential leveling
 PP3407.and adjusted by the National Geodetic Survey in June 1995..
 PP3407
 PP3407.The geoid height was determined by GEOID03.
 PP3407
 PP3407.The dynamic height is computed by dividing the NAVD 88
 PP3407.geopotential number by the normal gravity value computed on the
 PP3407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3407.degrees latitude (g = 980.6199 gals.).
 PP3407
 PP3407.The modeled gravity was interpolated from observed gravity values.
 PP3407
 PP3407;                    North         East    Units  Estimated Accuracy
 PP3407;SPC MN S     -   278,490.      887,170.      MT  (+/- 180 meters Scaled)
 PP3407
 PP3407                          SUPERSEDED SURVEY CONTROL
 PP3407
 PP3407.No superseded survey control is available for this station.
 PP3407
 PP3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK077386(NAD 83)
 PP3407_MARKER: DV = VERTICAL CONTROL DISK
 PP3407_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3407_SP_SET: ALUMINUM ALLOY ROD
 PP3407_STAMPING: 1923 J 1988
 PP3407_MARK LOGO: MNDT  
 PP3407_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3407+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 PP3407
 PP3407  HISTORY     - Date     Condition        Report By
 PP3407  HISTORY     - 1988     MONUMENTED       MNDT
 PP3407  HISTORY     - 20040727 GOOD             USPSQD
 PP3407
 PP3407                          STATION DESCRIPTION
 PP3407
 PP3407'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3407'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) EAST OF THE CITY OF NEW
 PP3407'TRIER, 1.6 MI (2.6 KM) EAST ALONG TRUNK HIGHWAY 50 FROM ITS JUNCTION
 PP3407'WITH COUNTY ROAD 85 (HOGAN AVENUE) AND IN THE NORTHEAST 1/4 OF
 PP3407'SECTION 18, T113N, R17W.  THE MARK IS 23.0 FT (7.0 M) SOUTH OF AND
 PP3407'ABOUT 3 FT (0.9 M) LOWER THAN THE CENTERLINE OF HIGHWAY 50 AT
 PP3407'MILEPOINT 23.5, 34.0 FT (10.4 M) WEST OF THE CENTER OF A FARM
 PP3407'ENTRANCE, 55.5 FT (16.9 M) WEST-NORTHWEST OF A POWER POLE AND 0.9 FT
 PP3407'(0.3 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3407'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1923 J
 PP3407'1988---, IS FASTENED TO THE TOP OF A 3/4 INCH BY 10 FOOT LONG
 PP3407'ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND AND IS FLUSH WITH THE
 PP3407'SURFACE OF THE GROUND.
 PP3407
 PP3407                          STATION RECOVERY (2004)
 PP3407
 PP3407'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP3407'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3406 ***********************************************************************
 PP3406  DESIGNATION -  1923 K
 PP3406  PID         -  PP3406
 PP3406  STATE/COUNTY-  MN/DAKOTA
 PP3406  USGS QUAD   -  CANNON FALLS (1974)
 PP3406
 PP3406                         *CURRENT SURVEY CONTROL
 PP3406  ___________________________________________________________________
 PP3406* NAD 83(1986)-  44 36 02.     (N)    092 53 37.     (W)     SCALED    
 PP3406* NAVD 88     -       307.705  (meters)    1009.53   (feet)  ADJUSTED  
 PP3406  ___________________________________________________________________
 PP3406  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 PP3406  DYNAMIC HT  -         307.664 (meters)    1009.39  (feet)  COMP
 PP3406  MODELED GRAV-     980,476.1   (mgal)                       NAVD 88
 PP3406
 PP3406  VERT ORDER  -  SECOND    CLASS I
 PP3406
 PP3406.The horizontal coordinates were scaled from a topographic map and have
 PP3406.an estimated accuracy of +/- 6 seconds.
 PP3406
 PP3406.The orthometric height was determined by differential leveling
 PP3406.and adjusted by the National Geodetic Survey in June 1995..
 PP3406
 PP3406.The geoid height was determined by GEOID03.
 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     -   278,440.      887,830.      MT  (+/- 180 meters Scaled)
 PP3406
 PP3406                          SUPERSEDED SURVEY CONTROL
 PP3406
 PP3406.No superseded survey control is available for this station.
 PP3406
 PP3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK084385(NAD 83)
 PP3406_MARKER: DV = VERTICAL CONTROL DISK
 PP3406_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP3406+WITH SETTING: INFORMATION.
 PP3406_SP_SET: METAL ROD DRIVEN INTO GROUND
 PP3406_STAMPING: 1923 K 1988
 PP3406_MARK LOGO: MNDT  
 PP3406_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3406+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 PP3406
 PP3406  HISTORY     - Date     Condition        Report By
 PP3406  HISTORY     - 1988     MONUMENTED       MNDT
 PP3406  HISTORY     - 20040727 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3405 ***********************************************************************
 PP3405  DESIGNATION -  1923 L
 PP3405  PID         -  PP3405
 PP3405  STATE/COUNTY-  MN/DAKOTA
 PP3405  USGS QUAD   -  CANNON FALLS (1974)
 PP3405
 PP3405                         *CURRENT SURVEY CONTROL
 PP3405  ___________________________________________________________________
 PP3405* NAD 83(1986)-  44 36 04.     (N)    092 53 23.     (W)     SCALED    
 PP3405* NAVD 88     -       311.926  (meters)    1023.38   (feet)  ADJUSTED  
 PP3405  ___________________________________________________________________
 PP3405  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 PP3405  DYNAMIC HT  -         311.885 (meters)    1023.24  (feet)  COMP
 PP3405  MODELED GRAV-     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
 PP3405.and adjusted by the National Geodetic Survey in June 1995..
 PP3405
 PP3405.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3404 ***********************************************************************
 PP3404  DESIGNATION -  1923 M
 PP3404  PID         -  PP3404
 PP3404  STATE/COUNTY-  MN/DAKOTA
 PP3404  USGS QUAD   -  MIESVILLE (1974)
 PP3404
 PP3404                         *CURRENT SURVEY CONTROL
 PP3404  ___________________________________________________________________
 PP3404* NAD 83(1986)-  44 36 06.     (N)    092 52 20.     (W)     SCALED    
 PP3404* NAVD 88     -       311.966  (meters)    1023.51   (feet)  ADJUSTED  
 PP3404  ___________________________________________________________________
 PP3404  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 PP3404  DYNAMIC HT  -         311.923 (meters)    1023.37  (feet)  COMP
 PP3404  MODELED GRAV-     980,473.0   (mgal)                       NAVD 88
 PP3404
 PP3404  VERT ORDER  -  SECOND    CLASS I
 PP3404
 PP3404.The horizontal coordinates were scaled from a topographic map and have
 PP3404.an estimated accuracy of +/- 6 seconds.
 PP3404
 PP3404.The orthometric height was determined by differential leveling
 PP3404.and adjusted by the National Geodetic Survey in June 1995..
 PP3404
 PP3404.The geoid height was determined by GEOID03.
 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     -   278,580.      889,530.      MT  (+/- 180 meters Scaled)
 PP3404
 PP3404                          SUPERSEDED SURVEY CONTROL
 PP3404
 PP3404.No superseded survey control is available for this station.
 PP3404
 PP3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK101387(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - December 07, 2002
 PP3404
 PP3404  HISTORY     - Date     Condition        Report By
 PP3404  HISTORY     - 1988     MONUMENTED       MNDT
 PP3404  HISTORY     - 20021207 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3403 ***********************************************************************
 PP3403  DESIGNATION -  1923 N
 PP3403  PID         -  PP3403
 PP3403  STATE/COUNTY-  MN/DAKOTA
 PP3403  USGS QUAD   -  MIESVILLE (1974)
 PP3403
 PP3403                         *CURRENT SURVEY CONTROL
 PP3403  ___________________________________________________________________
 PP3403* NAD 83(1986)-  44 36 06.     (N)    092 51 50.     (W)     SCALED    
 PP3403* NAVD 88     -       317.931  (meters)    1043.08   (feet)  ADJUSTED  
 PP3403  ___________________________________________________________________
 PP3403  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 PP3403  DYNAMIC HT  -         317.887 (meters)    1042.93  (feet)  COMP
 PP3403  MODELED GRAV-     980,471.6   (mgal)                       NAVD 88
 PP3403
 PP3403  VERT ORDER  -  SECOND    CLASS I
 PP3403
 PP3403.The horizontal coordinates were scaled from a topographic map and have
 PP3403.an estimated accuracy of +/- 6 seconds.
 PP3403
 PP3403.The orthometric height was determined by differential leveling
 PP3403.and adjusted by the National Geodetic Survey in June 1995..
 PP3403
 PP3403.The geoid height was determined by GEOID03.
 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     -   278,590.      890,190.      MT  (+/- 180 meters Scaled)
 PP3403
 PP3403                          SUPERSEDED SURVEY CONTROL
 PP3403
 PP3403.No superseded survey control is available for this station.
 PP3403
 PP3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK108387(NAD 83)
 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_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 27, 2004
 PP3403
 PP3403  HISTORY     - Date     Condition        Report By
 PP3403  HISTORY     - 1988     MONUMENTED       MNDT
 PP3403  HISTORY     - 20021207 GOOD             USPSQD
 PP3403  HISTORY     - 20040727 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1251 ***********************************************************************
 PP1251  DESIGNATION -  1925 A
 PP1251  PID         -  PP1251
 PP1251  STATE/COUNTY-  MN/DAKOTA
 PP1251  USGS QUAD   -  ST PAUL SW (1993)
 PP1251
 PP1251                         *CURRENT SURVEY CONTROL
 PP1251  ___________________________________________________________________
 PP1251* NAD 83(1986)-  44 49 14.     (N)    093 13 09.     (W)     SCALED    
 PP1251* NAVD 88     -       233.778  (meters)     766.99   (feet)  ADJUSTED  
 PP1251  ___________________________________________________________________
 PP1251  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 PP1251  DYNAMIC HT  -         233.769 (meters)     766.96  (feet)  COMP
 PP1251  MODELED GRAV-     980,571.4   (mgal)                       NAVD 88
 PP1251
 PP1251  VERT ORDER  -  SECOND    CLASS 0
 PP1251
 PP1251.The horizontal coordinates were scaled from a topographic map and have
 PP1251.an estimated accuracy of +/- 6 seconds.
 PP1251
 PP1251.The orthometric height was determined by differential leveling
 PP1251.and adjusted by the National Geodetic Survey in June 1991..
 PP1251
 PP1251.The geoid height was determined by GEOID03.
 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     -   302,580.      861,750.      MT  (+/- 180 meters Scaled)
 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: 15TVK826630(NAD 83)
 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: MNDT  
 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
 PP1251  HISTORY     - Date     Condition        Report By
 PP1251  HISTORY     - 1971     MONUMENTED       MNDT
 PP1251  HISTORY     - 19881024 GOOD             MNDT
 PP1251
 PP1251                          STATION DESCRIPTION
 PP1251
 PP1251'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1253 ***********************************************************************
 PP1253  DESIGNATION -  1925 B
 PP1253  PID         -  PP1253
 PP1253  STATE/COUNTY-  MN/DAKOTA
 PP1253  USGS QUAD   -  ST PAUL SW (1993)
 PP1253
 PP1253                         *CURRENT SURVEY CONTROL
 PP1253  ___________________________________________________________________
 PP1253* NAD 83(1986)-  44 49 35.     (N)    093 13 53.     (W)     SCALED    
 PP1253* NAVD 88     -       218.431  (meters)     716.64   (feet)  ADJUSTED  
 PP1253  ___________________________________________________________________
 PP1253  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 PP1253  DYNAMIC HT  -         218.423 (meters)     716.61  (feet)  COMP
 PP1253  MODELED GRAV-     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
 PP1253.and adjusted by the National Geodetic Survey in June 1991..
 PP1253
 PP1253.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP1253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1253_SP_SET: BRIDGE
 PP1253_STAMPING: 1925-B 1971
 PP1253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1253
 PP1253  HISTORY     - Date     Condition        Report By
 PP1253  HISTORY     - 1971     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4352 ***********************************************************************
 AH4352  DESIGNATION -  1925 C
 AH4352  PID         -  AH4352
 AH4352  STATE/COUNTY-  MN/DAKOTA
 AH4352  USGS QUAD   -  ST PAUL SW (1993)
 AH4352
 AH4352                         *CURRENT SURVEY CONTROL
 AH4352  ___________________________________________________________________
 AH4352* NAD 83(1986)-  44 49 29.     (N)    093 13 39.     (W)     SCALED    
 AH4352* NAVD 88     -       224.896  (meters)     737.85   (feet)  ADJUSTED  
 AH4352  ___________________________________________________________________
 AH4352  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AH4352  DYNAMIC HT  -         224.887 (meters)     737.82  (feet)  COMP
 AH4352  MODELED GRAV-     980,573.5   (mgal)                       NAVD 88
 AH4352
 AH4352  VERT ORDER  -  SECOND    CLASS I
 AH4352
 AH4352.The horizontal coordinates were scaled from a topographic map and have
 AH4352.an estimated accuracy of +/- 6 seconds.
 AH4352
 AH4352.The orthometric height was determined by differential leveling
 AH4352.and adjusted by the National Geodetic Survey in June 2000..
 AH4352
 AH4352.The geoid height was determined by GEOID03.
 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     -   303,040.      861,090.      MT  (+/- 180 meters Scaled)
 AH4352
 AH4352                          SUPERSEDED SURVEY CONTROL
 AH4352
 AH4352.No superseded survey control is available for this station.
 AH4352
 AH4352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK820635(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4352+SATELLITE: SATELLITE OBSERVATIONS - 1980
 AH4352
 AH4352  HISTORY     - Date     Condition        Report By
 AH4352  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4351 ***********************************************************************
 AH4351  DESIGNATION -  1925 D
 AH4351  PID         -  AH4351
 AH4351  STATE/COUNTY-  MN/DAKOTA
 AH4351  USGS QUAD   -  ST PAUL SW (1993)
 AH4351
 AH4351                         *CURRENT SURVEY CONTROL
 AH4351  ___________________________________________________________________
 AH4351* NAD 83(1986)-  44 49 12.     (N)    093 13 25.     (W)     SCALED    
 AH4351* NAVD 88     -       231.196  (meters)     758.52   (feet)  ADJUSTED  
 AH4351  ___________________________________________________________________
 AH4351  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AH4351  DYNAMIC HT  -         231.187 (meters)     758.49  (feet)  COMP
 AH4351  MODELED GRAV-     980,572.2   (mgal)                       NAVD 88
 AH4351
 AH4351  VERT ORDER  -  SECOND    CLASS I
 AH4351
 AH4351.The horizontal coordinates were scaled from a topographic map and have
 AH4351.an estimated accuracy of +/- 6 seconds.
 AH4351
 AH4351.The orthometric height was determined by differential leveling
 AH4351.and adjusted by the National Geodetic Survey in June 2000..
 AH4351
 AH4351.The geoid height was determined by GEOID03.
 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     -   302,520.      861,400.      MT  (+/- 180 meters Scaled)
 AH4351
 AH4351                          SUPERSEDED SURVEY CONTROL
 AH4351
 AH4351.No superseded survey control is available for this station.
 AH4351
 AH4351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK823629(NAD 83)
 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 - 1980
 AH4351
 AH4351  HISTORY     - Date     Condition        Report By
 AH4351  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4350 ***********************************************************************
 AH4350  DESIGNATION -  1925 E
 AH4350  PID         -  AH4350
 AH4350  STATE/COUNTY-  MN/DAKOTA
 AH4350  USGS QUAD   -  ST PAUL SW (1993)
 AH4350
 AH4350                         *CURRENT SURVEY CONTROL
 AH4350  ___________________________________________________________________
 AH4350* NAD 83(1986)-  44 48 57.     (N)    093 13 17.     (W)     SCALED    
 AH4350* NAVD 88     -       252.608  (meters)     828.76   (feet)  ADJUSTED  
 AH4350  ___________________________________________________________________
 AH4350  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AH4350  DYNAMIC HT  -         252.598 (meters)     828.73  (feet)  COMP
 AH4350  MODELED GRAV-     980,571.2   (mgal)                       NAVD 88
 AH4350
 AH4350  VERT ORDER  -  SECOND    CLASS I
 AH4350
 AH4350.The horizontal coordinates were scaled from a topographic map and have
 AH4350.an estimated accuracy of +/- 6 seconds.
 AH4350
 AH4350.The orthometric height was determined by differential leveling
 AH4350.and adjusted by the National Geodetic Survey in June 2000..
 AH4350
 AH4350.The geoid height was determined by GEOID03.
 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     -   302,060.      861,580.      MT  (+/- 180 meters Scaled)
 AH4350
 AH4350                          SUPERSEDED SURVEY CONTROL
 AH4350
 AH4350.No superseded survey control is available for this station.
 AH4350
 AH4350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK824625(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4350+SATELLITE: SATELLITE OBSERVATIONS - 1980
 AH4350
 AH4350  HISTORY     - Date     Condition        Report By
 AH4350  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4349 ***********************************************************************
 AH4349  DESIGNATION -  1925 F
 AH4349  PID         -  AH4349
 AH4349  STATE/COUNTY-  MN/DAKOTA
 AH4349  USGS QUAD   -  ST PAUL SW (1993)
 AH4349
 AH4349                         *CURRENT SURVEY CONTROL
 AH4349  ___________________________________________________________________
 AH4349* NAD 83(1986)-  44 48 55.     (N)    093 13 13.     (W)     SCALED    
 AH4349* NAVD 88     -       251.275  (meters)     824.39   (feet)  ADJUSTED  
 AH4349  ___________________________________________________________________
 AH4349  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AH4349  DYNAMIC HT  -         251.265 (meters)     824.36  (feet)  COMP
 AH4349  MODELED GRAV-     980,570.9   (mgal)                       NAVD 88
 AH4349
 AH4349  VERT ORDER  -  SECOND    CLASS I
 AH4349
 AH4349.The horizontal coordinates were scaled from a topographic map and have
 AH4349.an estimated accuracy of +/- 6 seconds.
 AH4349
 AH4349.The orthometric height was determined by differential leveling
 AH4349.and adjusted by the National Geodetic Survey in June 2000..
 AH4349
 AH4349.The geoid height was determined by GEOID03.
 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     -   301,990.      861,670.      MT  (+/- 180 meters Scaled)
 AH4349
 AH4349                          SUPERSEDED SURVEY CONTROL
 AH4349
 AH4349.No superseded survey control is available for this station.
 AH4349
 AH4349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK825624(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4349+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 AH4349
 AH4349  HISTORY     - Date     Condition        Report By
 AH4349  HISTORY     - 1980     MONUMENTED       MNDT
 AH4349  HISTORY     - 20040815 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4348 ***********************************************************************
 AH4348  DESIGNATION -  1925 G
 AH4348  PID         -  AH4348
 AH4348  STATE/COUNTY-  MN/DAKOTA
 AH4348  USGS QUAD   -  ST PAUL SW (1993)
 AH4348
 AH4348                         *CURRENT SURVEY CONTROL
 AH4348  ___________________________________________________________________
 AH4348* NAD 83(1986)-  44 48 20.     (N)    093 13 06.     (W)     SCALED    
 AH4348* NAVD 88     -       270.762  (meters)     888.33   (feet)  ADJUSTED  
 AH4348  ___________________________________________________________________
 AH4348  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AH4348  DYNAMIC HT  -         270.751 (meters)     888.29  (feet)  COMP
 AH4348  MODELED GRAV-     980,568.6   (mgal)                       NAVD 88
 AH4348
 AH4348  VERT ORDER  -  SECOND    CLASS I
 AH4348
 AH4348.The horizontal coordinates were scaled from a topographic map and have
 AH4348.an estimated accuracy of +/- 6 seconds.
 AH4348
 AH4348.The orthometric height was determined by differential leveling
 AH4348.and adjusted by the National Geodetic Survey in June 2000..
 AH4348
 AH4348.The geoid height was determined by GEOID03.
 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     -   300,920.      861,840.      MT  (+/- 180 meters Scaled)
 AH4348
 AH4348                          SUPERSEDED SURVEY CONTROL
 AH4348
 AH4348.No superseded survey control is available for this station.
 AH4348
 AH4348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK827613(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4348+SATELLITE: SATELLITE OBSERVATIONS - 1981
 AH4348
 AH4348  HISTORY     - Date     Condition        Report By
 AH4348  HISTORY     - 1981     MONUMENTED       MNDT
 AH4348  HISTORY     - 20040915 POOR             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4347 ***********************************************************************
 AH4347  DESIGNATION -  1925 J
 AH4347  PID         -  AH4347
 AH4347  STATE/COUNTY-  MN/DAKOTA
 AH4347  USGS QUAD   -  ST PAUL SW (1993)
 AH4347
 AH4347                         *CURRENT SURVEY CONTROL
 AH4347  ___________________________________________________________________
 AH4347* NAD 83(1986)-  44 47 25.     (N)    093 13 15.     (W)     SCALED    
 AH4347* NAVD 88     -       286.601  (meters)     940.29   (feet)  ADJUSTED  
 AH4347  ___________________________________________________________________
 AH4347  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AH4347  DYNAMIC HT  -         286.588 (meters)     940.25  (feet)  COMP
 AH4347  MODELED GRAV-     980,565.0   (mgal)                       NAVD 88
 AH4347
 AH4347  VERT ORDER  -  SECOND    CLASS I
 AH4347
 AH4347.The horizontal coordinates were scaled from a topographic map and have
 AH4347.an estimated accuracy of +/- 6 seconds.
 AH4347
 AH4347.The orthometric height was determined by differential leveling
 AH4347.and adjusted by the National Geodetic Survey in June 2000..
 AH4347
 AH4347.The geoid height was determined by GEOID03.
 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     -   299,220.      861,650.      MT  (+/- 180 meters Scaled)
 AH4347
 AH4347                          SUPERSEDED SURVEY CONTROL
 AH4347
 AH4347.No superseded survey control is available for this station.
 AH4347
 AH4347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK825596(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4347+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3427 ***********************************************************************
 PP3427  DESIGNATION -  1926 A
 PP3427  PID         -  PP3427
 PP3427  STATE/COUNTY-  MN/DAKOTA
 PP3427  USGS QUAD   -  HASTINGS (1993)
 PP3427
 PP3427                         *CURRENT SURVEY CONTROL
 PP3427  ___________________________________________________________________
 PP3427* NAD 83(1986)-  44 43 03.     (N)    092 50 49.     (W)     SCALED    
 PP3427* NAVD 88     -       254.005  (meters)     833.35   (feet)  ADJUSTED  
 PP3427  ___________________________________________________________________
 PP3427  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 PP3427  DYNAMIC HT  -         253.976 (meters)     833.25  (feet)  COMP
 PP3427  MODELED GRAV-     980,497.6   (mgal)                       NAVD 88
 PP3427
 PP3427  VERT ORDER  -  SECOND    CLASS I
 PP3427
 PP3427.The horizontal coordinates were scaled from a topographic map and have
 PP3427.an estimated accuracy of +/- 6 seconds.
 PP3427
 PP3427.The orthometric height was determined by differential leveling
 PP3427.and adjusted by the National Geodetic Survey in June 1995..
 PP3427
 PP3427.The geoid height was determined by GEOID03.
 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     -   291,480.      891,350.      MT  (+/- 180 meters Scaled)
 PP3427
 PP3427                          SUPERSEDED SURVEY CONTROL
 PP3427
 PP3427.No superseded survey control is available for this station.
 PP3427
 PP3427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK121515(NAD 83)
 PP3427_MARKER: DV = VERTICAL CONTROL DISK
 PP3427_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3427_SP_SET: CONCRETE FLAGPOLE BASE
 PP3427_STAMPING: 1926 A 1988
 PP3427_MARK LOGO: MNDT  
 PP3427_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3427+STABILITY: SURFACE MOTION
 PP3427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3427+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3428 ***********************************************************************
 PP3428  DESIGNATION -  1926 B
 PP3428  PID         -  PP3428
 PP3428  STATE/COUNTY-  MN/DAKOTA
 PP3428  USGS QUAD   -  HASTINGS (1993)
 PP3428
 PP3428                         *CURRENT SURVEY CONTROL
 PP3428  ___________________________________________________________________
 PP3428* NAD 83(1986)-  44 43 07.     (N)    092 50 42.     (W)     SCALED    
 PP3428* NAVD 88     -       254.803  (meters)     835.97   (feet)  ADJUSTED  
 PP3428  ___________________________________________________________________
 PP3428  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 PP3428  DYNAMIC HT  -         254.774 (meters)     835.87  (feet)  COMP
 PP3428  MODELED GRAV-     980,497.5   (mgal)                       NAVD 88
 PP3428
 PP3428  VERT ORDER  -  SECOND    CLASS I
 PP3428
 PP3428.The horizontal coordinates were scaled from a topographic map and have
 PP3428.an estimated accuracy of +/- 6 seconds.
 PP3428
 PP3428.The orthometric height was determined by differential leveling
 PP3428.and adjusted by the National Geodetic Survey in June 1995..
 PP3428
 PP3428.The geoid height was determined by GEOID03.
 PP3428
 PP3428.The dynamic height is computed by dividing the NAVD 88
 PP3428.geopotential number by the normal gravity value computed on the
 PP3428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3428.degrees latitude (g = 980.6199 gals.).
 PP3428
 PP3428.The modeled gravity was interpolated from observed gravity values.
 PP3428
 PP3428;                    North         East    Units  Estimated Accuracy
 PP3428;SPC MN S     -   291,610.      891,500.      MT  (+/- 180 meters Scaled)
 PP3428
 PP3428                          SUPERSEDED SURVEY CONTROL
 PP3428
 PP3428.No superseded survey control is available for this station.
 PP3428
 PP3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK122517(NAD 83)
 PP3428_MARKER: DV = VERTICAL CONTROL DISK
 PP3428_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PP3428+WITH SETTING: PAVEMENT
 PP3428_SP_SET: CONCRETE BASE OF WATER TOWER
 PP3428_STAMPING: 1926 B 1988
 PP3428_MARK LOGO: MNDT  
 PP3428_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3428+STABILITY: SURFACE MOTION
 PP3428
 PP3428  HISTORY     - Date     Condition        Report By
 PP3428  HISTORY     - 1988     MONUMENTED       MNDT
 PP3428
 PP3428                          STATION DESCRIPTION
 PP3428
 PP3428'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3428'THE MARK IS LOCATED IN THE SOUTHEAST PART OF THE CITY OF HASTINGS, AT
 PP3428'THE CITY WATER TOWER, ABOUT 0.1 MI (0.2 KM) SOUTHEAST ALONG TRUNK
 PP3428'HIGHWAY 316 FROM ITS JUNCTION WITH TRUNK HIGHWAY 61 IN HASTINGS TO
 PP3428'SPIRAL BOULEVARD, THENCE EAST ALONG SPIRAL BOULEVARD FOR 0.15 MI
 PP3428'(0.24 KM) TO THE TOWER IN THE SW 1/4 OF SECTION 34, T115N, R17W.  THE
 PP3428'MARK IS 37.6 FT (11.5 M) NORTHWEST OF A NORTHEAST BY SOUTHWEST FENCE,
 PP3428'71.6 FT (21.8 M) EAST-NORTHEAST OF A NORTHWEST BY SOUTHEAST FENCE AND
 PP3428'58.1 FT (17.7 M) SOUTHEAST OF THE SOUTHWEST CORNER OF A STUCCO
 PP3428'BUILDING.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PP3428'MONUMENT DISK STAMPED---1926 B 1988---, IS SET IN A DRILL HOLE IN THE
 PP3428'TOP OF THE WEST BASE FOR A 5 LEGGED WATER TOWER WITH A SMALL OVERHEAD
 PP3428'LIGHT.  THE BASE IS 3.3 FT (1.0 M) WIDE BY 4.1 FT (1.2 M) LONG AND IS
 PP3428'ABOUT 0.7 FT (0.2 M) ABOVE THE LEVEL OF THE GROUND.  A KEY IS NEEDED
 PP3428'TO USE THIS MARK AND THE KEY CAN BE OBTAINED FROM THE HASTINGS
 PP3428'UTILITIES DEPARTMENT AT 1229 PROGRESS DRIVE IN HASTINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8644 ***********************************************************************
 DE8644  DESIGNATION -  1928 G
 DE8644  PID         -  DE8644
 DE8644  STATE/COUNTY-  MN/DAKOTA
 DE8644  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8644
 DE8644                         *CURRENT SURVEY CONTROL
 DE8644  ___________________________________________________________________
 DE8644* NAD 83(1986)-  44 51 55.     (N)    093 03 34.     (W)     SCALED    
 DE8644* NAVD 88     -       294.350  (meters)     965.71   (feet)  ADJUSTED  
 DE8644  ___________________________________________________________________
 DE8644  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DE8644  DYNAMIC HT  -         294.343 (meters)     965.69  (feet)  COMP
 DE8644  MODELED GRAV-     980,584.1   (mgal)                       NAVD 88
 DE8644
 DE8644  VERT ORDER  -  SECOND    CLASS I
 DE8644
 DE8644.The horizontal coordinates were scaled from a topographic map and have
 DE8644.an estimated accuracy of +/- 6 seconds.
 DE8644
 DE8644.The orthometric height was determined by differential leveling
 DE8644.and adjusted by the National Geodetic Survey in August 2004..
 DE8644
 DE8644.The geoid height was determined by GEOID03.
 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     -   307,680.      874,330.      MT  (+/- 180 meters Scaled)
 DE8644
 DE8644                          SUPERSEDED SURVEY CONTROL
 DE8644
 DE8644.No superseded survey control is available for this station.
 DE8644
 DE8644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK953679(NAD 83)
 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 SUITABLE FOR
 DE8644+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8645 ***********************************************************************
 DE8645  DESIGNATION -  1928 H
 DE8645  PID         -  DE8645
 DE8645  STATE/COUNTY-  MN/DAKOTA
 DE8645  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8645
 DE8645                         *CURRENT SURVEY CONTROL
 DE8645  ___________________________________________________________________
 DE8645* NAD 83(1986)-  44 51 14.     (N)    093 03 33.     (W)     SCALED    
 DE8645* NAVD 88     -       285.879  (meters)     937.92   (feet)  ADJUSTED  
 DE8645  ___________________________________________________________________
 DE8645  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DE8645  DYNAMIC HT  -         285.871 (meters)     937.90  (feet)  COMP
 DE8645  MODELED GRAV-     980,581.4   (mgal)                       NAVD 88
 DE8645
 DE8645  VERT ORDER  -  SECOND    CLASS I
 DE8645
 DE8645.The horizontal coordinates were scaled from a topographic map and have
 DE8645.an estimated accuracy of +/- 6 seconds.
 DE8645
 DE8645.The orthometric height was determined by differential leveling
 DE8645.and adjusted by the National Geodetic Survey in August 2004..
 DE8645
 DE8645.The geoid height was determined by GEOID03.
 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     -   306,420.      874,360.      MT  (+/- 180 meters Scaled)
 DE8645
 DE8645                          SUPERSEDED SURVEY CONTROL
 DE8645
 DE8645.No superseded survey control is available for this station.
 DE8645
 DE8645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK953667(NAD 83)
 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 SUITABLE FOR
 DE8645+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8646 ***********************************************************************
 DE8646  DESIGNATION -  1928 J
 DE8646  PID         -  DE8646
 DE8646  STATE/COUNTY-  MN/DAKOTA
 DE8646  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8646
 DE8646                         *CURRENT SURVEY CONTROL
 DE8646  ___________________________________________________________________
 DE8646* NAD 83(1986)-  44 50 52.     (N)    093 03 33.     (W)     SCALED    
 DE8646* NAVD 88     -       288.825  (meters)     947.59   (feet)  ADJUSTED  
 DE8646  ___________________________________________________________________
 DE8646  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DE8646  DYNAMIC HT  -         288.817 (meters)     947.56  (feet)  COMP
 DE8646  MODELED GRAV-     980,579.7   (mgal)                       NAVD 88
 DE8646
 DE8646  VERT ORDER  -  SECOND    CLASS I
 DE8646
 DE8646.The horizontal coordinates were scaled from a topographic map and have
 DE8646.an estimated accuracy of +/- 6 seconds.
 DE8646
 DE8646.The orthometric height was determined by differential leveling
 DE8646.and adjusted by the National Geodetic Survey in August 2004..
 DE8646
 DE8646.The geoid height was determined by GEOID03.
 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     -   305,740.      874,370.      MT  (+/- 180 meters Scaled)
 DE8646
 DE8646                          SUPERSEDED SURVEY CONTROL
 DE8646
 DE8646.No superseded survey control is available for this station.
 DE8646
 DE8646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK953660(NAD 83)
 DE8646_MARKER: DV = VERTICAL CONTROL DISK
 DE8646_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE8646_SP_SET: SIDEWALK
 DE8646_STAMPING: 1928 J 1998
 DE8646_MARK LOGO: MNDT  
 DE8646_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8646+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8647 ***********************************************************************
 DE8647  DESIGNATION -  1928 K
 DE8647  PID         -  DE8647
 DE8647  STATE/COUNTY-  MN/DAKOTA
 DE8647  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8647
 DE8647                         *CURRENT SURVEY CONTROL
 DE8647  ___________________________________________________________________
 DE8647* NAD 83(1986)-  44 50 29.     (N)    093 03 36.     (W)     SCALED    
 DE8647* NAVD 88     -       299.821  (meters)     983.66   (feet)  ADJUSTED  
 DE8647  ___________________________________________________________________
 DE8647  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DE8647  DYNAMIC HT  -         299.812 (meters)     983.63  (feet)  COMP
 DE8647  MODELED GRAV-     980,577.9   (mgal)                       NAVD 88
 DE8647
 DE8647  VERT ORDER  -  SECOND    CLASS I
 DE8647
 DE8647.The horizontal coordinates were scaled from a topographic map and have
 DE8647.an estimated accuracy of +/- 6 seconds.
 DE8647
 DE8647.The orthometric height was determined by differential leveling
 DE8647.and adjusted by the National Geodetic Survey in August 2004..
 DE8647
 DE8647.The geoid height was determined by GEOID03.
 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     -   305,030.      874,310.      MT  (+/- 180 meters Scaled)
 DE8647
 DE8647                          SUPERSEDED SURVEY CONTROL
 DE8647
 DE8647.No superseded survey control is available for this station.
 DE8647
 DE8647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK952653(NAD 83)
 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 SUITABLE FOR
 DE8647+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8648 ***********************************************************************
 DE8648  DESIGNATION -  1928 L
 DE8648  PID         -  DE8648
 DE8648  STATE/COUNTY-  MN/DAKOTA
 DE8648  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8648
 DE8648                         *CURRENT SURVEY CONTROL
 DE8648  ___________________________________________________________________
 DE8648* NAD 83(1986)-  44 50 29.     (N)    093 03 32.     (W)     SCALED    
 DE8648* NAVD 88     -       301.134  (meters)     987.97   (feet)  ADJUSTED  
 DE8648  ___________________________________________________________________
 DE8648  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DE8648  DYNAMIC HT  -         301.125 (meters)     987.94  (feet)  COMP
 DE8648  MODELED GRAV-     980,577.9   (mgal)                       NAVD 88
 DE8648
 DE8648  VERT ORDER  -  SECOND    CLASS I
 DE8648
 DE8648.The horizontal coordinates were scaled from a topographic map and have
 DE8648.an estimated accuracy of +/- 6 seconds.
 DE8648
 DE8648.The orthometric height was determined by differential leveling
 DE8648.and adjusted by the National Geodetic Survey in August 2004..
 DE8648
 DE8648.The geoid height was determined by GEOID03.
 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     -   305,030.      874,400.      MT  (+/- 180 meters Scaled)
 DE8648
 DE8648                          SUPERSEDED SURVEY CONTROL
 DE8648
 DE8648.No superseded survey control is available for this station.
 DE8648
 DE8648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK953653(NAD 83)
 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 SUITABLE FOR
 DE8648+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8649 ***********************************************************************
 DE8649  DESIGNATION -  1928 M
 DE8649  PID         -  DE8649
 DE8649  STATE/COUNTY-  MN/DAKOTA
 DE8649  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8649
 DE8649                         *CURRENT SURVEY CONTROL
 DE8649  ___________________________________________________________________
 DE8649* NAD 83(1986)-  44 50 00.     (N)    093 03 37.     (W)     SCALED    
 DE8649* NAVD 88     -       289.774  (meters)     950.70   (feet)  ADJUSTED  
 DE8649  ___________________________________________________________________
 DE8649  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DE8649  DYNAMIC HT  -         289.765 (meters)     950.67  (feet)  COMP
 DE8649  MODELED GRAV-     980,575.4   (mgal)                       NAVD 88
 DE8649
 DE8649  VERT ORDER  -  SECOND    CLASS I
 DE8649
 DE8649.The horizontal coordinates were scaled from a topographic map and have
 DE8649.an estimated accuracy of +/- 6 seconds.
 DE8649
 DE8649.The orthometric height was determined by differential leveling
 DE8649.and adjusted by the National Geodetic Survey in August 2004..
 DE8649
 DE8649.The geoid height was determined by GEOID03.
 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     -   304,130.      874,300.      MT  (+/- 180 meters Scaled)
 DE8649
 DE8649                          SUPERSEDED SURVEY CONTROL
 DE8649
 DE8649.No superseded survey control is available for this station.
 DE8649
 DE8649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK952644(NAD 83)
 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 SUITABLE FOR
 DE8649+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8650 ***********************************************************************
 DE8650  DESIGNATION -  1928 N
 DE8650  PID         -  DE8650
 DE8650  STATE/COUNTY-  MN/DAKOTA
 DE8650  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8650
 DE8650                         *CURRENT SURVEY CONTROL
 DE8650  ___________________________________________________________________
 DE8650* NAD 83(1986)-  44 50 00.     (N)    093 03 32.     (W)     SCALED    
 DE8650* NAVD 88     -       290.080  (meters)     951.70   (feet)  ADJUSTED  
 DE8650  ___________________________________________________________________
 DE8650  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DE8650  DYNAMIC HT  -         290.071 (meters)     951.67  (feet)  COMP
 DE8650  MODELED GRAV-     980,575.5   (mgal)                       NAVD 88
 DE8650
 DE8650  VERT ORDER  -  SECOND    CLASS I
 DE8650
 DE8650.The horizontal coordinates were scaled from a topographic map and have
 DE8650.an estimated accuracy of +/- 6 seconds.
 DE8650
 DE8650.The orthometric height was determined by differential leveling
 DE8650.and adjusted by the National Geodetic Survey in August 2004..
 DE8650
 DE8650.The geoid height was determined by GEOID03.
 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     -   304,130.      874,410.      MT  (+/- 180 meters Scaled)
 DE8650
 DE8650                          SUPERSEDED SURVEY CONTROL
 DE8650
 DE8650.No superseded survey control is available for this station.
 DE8650
 DE8650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK953644(NAD 83)
 DE8650_MARKER: DD = SURVEY 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 SUITABLE FOR
 DE8650+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4450 ***********************************************************************
 AH4450  DESIGNATION -  1929 C
 AH4450  PID         -  AH4450
 AH4450  STATE/COUNTY-  MN/DAKOTA
 AH4450  USGS QUAD   -  ST PAUL SW (1993)
 AH4450
 AH4450                         *CURRENT SURVEY CONTROL
 AH4450  ___________________________________________________________________
 AH4450* NAD 83(1986)-  44 45 28.     (N)    093 12 25.     (W)     SCALED    
 AH4450* NAVD 88     -       308.607  (meters)    1012.49   (feet)  ADJUSTED  
 AH4450  ___________________________________________________________________
 AH4450  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AH4450  DYNAMIC HT  -         308.589 (meters)    1012.43  (feet)  COMP
 AH4450  MODELED GRAV-     980,551.5   (mgal)                       NAVD 88
 AH4450
 AH4450  VERT ORDER  -  SECOND    CLASS I
 AH4450
 AH4450.The horizontal coordinates were scaled from a topographic map and have
 AH4450.an estimated accuracy of +/- 6 seconds.
 AH4450
 AH4450.The orthometric height was determined by differential leveling
 AH4450.and adjusted by the National Geodetic Survey in June 2000..
 AH4450.No vertical observational check was made to the station.
 AH4450
 AH4450.The geoid height was determined by GEOID03.
 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     -   295,620.      862,790.      MT  (+/- 180 meters Scaled)
 AH4450
 AH4450                          SUPERSEDED SURVEY CONTROL
 AH4450
 AH4450.No superseded survey control is available for this station.
 AH4450
 AH4450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK836560(NAD 83)
 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: MNDT  
 AH4450_PROJECTION: FLUSH
 AH4450_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4450+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1988
 AH4450
 AH4450  HISTORY     - Date     Condition        Report By
 AH4450  HISTORY     - 1976     MONUMENTED       MNDT
 AH4450  HISTORY     - 19881215 GOOD             MNDT
 AH4450  HISTORY     - 20021112 POOR             USPSQD
 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........
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4452 ***********************************************************************
 AH4452  DESIGNATION -  1929 D
 AH4452  PID         -  AH4452
 AH4452  STATE/COUNTY-  MN/DAKOTA
 AH4452  USGS QUAD   -  ST PAUL SW (1993)
 AH4452
 AH4452                         *CURRENT SURVEY CONTROL
 AH4452  ___________________________________________________________________
 AH4452* NAD 83(1986)-  44 45 36.     (N)    093 11 13.     (W)     SCALED    
 AH4452* NAVD 88     -       307.090  (meters)    1007.51   (feet)  ADJUSTED  
 AH4452  ___________________________________________________________________
 AH4452  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AH4452  DYNAMIC HT  -         307.072 (meters)    1007.45  (feet)  COMP
 AH4452  MODELED GRAV-     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
 AH4452.and adjusted by the National Geodetic Survey in June 2000..
 AH4452.No vertical observational check was made to the station.
 AH4452
 AH4452.The geoid height was determined by GEOID03.
 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_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: MNDT  
 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 - December 15, 1988
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4449 ***********************************************************************
 AH4449  DESIGNATION -  1929 G
 AH4449  PID         -  AH4449
 AH4449  STATE/COUNTY-  MN/DAKOTA
 AH4449  USGS QUAD   -  ST PAUL SW (1993)
 AH4449
 AH4449                         *CURRENT SURVEY CONTROL
 AH4449  ___________________________________________________________________
 AH4449* NAD 83(1986)-  44 45 58.     (N)    093 13 06.     (W)     SCALED    
 AH4449* NAVD 88     -       312.612  (meters)    1025.63   (feet)  ADJUSTED  
 AH4449  ___________________________________________________________________
 AH4449  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH4449  DYNAMIC HT  -         312.596 (meters)    1025.58  (feet)  COMP
 AH4449  MODELED GRAV-     980,556.5   (mgal)                       NAVD 88
 AH4449
 AH4449  VERT ORDER  -  SECOND    CLASS I
 AH4449
 AH4449.The horizontal coordinates were scaled from a topographic map and have
 AH4449.an estimated accuracy of +/- 6 seconds.
 AH4449
 AH4449.The orthometric height was determined by differential leveling
 AH4449.and adjusted by the National Geodetic Survey in June 2000..
 AH4449.No vertical observational check was made to the station.
 AH4449
 AH4449.The geoid height was determined by GEOID03.
 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     -   296,530.      861,880.      MT  (+/- 180 meters Scaled)
 AH4449
 AH4449                          SUPERSEDED SURVEY CONTROL
 AH4449
 AH4449.No superseded survey control is available for this station.
 AH4449
 AH4449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK827569(NAD 83)
 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 - November 12, 2002
 AH4449
 AH4449  HISTORY     - Date     Condition        Report By
 AH4449  HISTORY     - 1989     MONUMENTED       MNDT
 AH4449  HISTORY     - 20021112 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4451 ***********************************************************************
 AH4451  DESIGNATION -  1929 H
 AH4451  PID         -  AH4451
 AH4451  STATE/COUNTY-  MN/DAKOTA
 AH4451  USGS QUAD   -  ST PAUL SW (1993)
 AH4451
 AH4451                         *CURRENT SURVEY CONTROL
 AH4451  ___________________________________________________________________
 AH4451* NAD 83(1986)-  44 45 46.     (N)    093 11 32.     (W)     SCALED    
 AH4451* NAVD 88     -       304.346  (meters)     998.51   (feet)  ADJUSTED  
 AH4451  ___________________________________________________________________
 AH4451  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AH4451  DYNAMIC HT  -         304.328 (meters)     998.45  (feet)  COMP
 AH4451  MODELED GRAV-     980,551.5   (mgal)                       NAVD 88
 AH4451
 AH4451  VERT ORDER  -  SECOND    CLASS I
 AH4451
 AH4451.The horizontal coordinates were scaled from a topographic map and have
 AH4451.an estimated accuracy of +/- 6 seconds.
 AH4451
 AH4451.The orthometric height was determined by differential leveling
 AH4451.and adjusted by the National Geodetic Survey in June 2000..
 AH4451.No vertical observational check was made to the station.
 AH4451
 AH4451.The geoid height was determined by GEOID03.
 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     -   296,180.      863,950.      MT  (+/- 180 meters Scaled)
 AH4451
 AH4451                          SUPERSEDED SURVEY CONTROL
 AH4451
 AH4451.No superseded survey control is available for this station.
 AH4451
 AH4451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK847566(NAD 83)
 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 SUITABLE FOR
 AH4451+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002
 AH4451
 AH4451  HISTORY     - Date     Condition        Report By
 AH4451  HISTORY     - 1989     MONUMENTED       MNDT
 AH4451  HISTORY     - 20021112 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0891 ***********************************************************************
 PP0891  DESIGNATION -  1980 A
 PP0891  PID         -  PP0891
 PP0891  STATE/COUNTY-  MN/DAKOTA
 PP0891  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0891
 PP0891                         *CURRENT SURVEY CONTROL
 PP0891  ___________________________________________________________________
 PP0891* NAD 83(1986)-  44 38 19.     (N)    093 17 48.     (W)     SCALED    
 PP0891* NAVD 88     -       335.678  (meters)    1101.30   (feet)  ADJUSTED  
 PP0891  ___________________________________________________________________
 PP0891  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 PP0891  DYNAMIC HT  -         335.652 (meters)    1101.22  (feet)  COMP
 PP0891  MODELED GRAV-     980,528.7   (mgal)                       NAVD 88
 PP0891
 PP0891  VERT ORDER  -  SECOND    CLASS 0
 PP0891
 PP0891.The horizontal coordinates were scaled from a topographic map and have
 PP0891.an estimated accuracy of +/- 6 seconds.
 PP0891
 PP0891.The orthometric height was determined by differential leveling
 PP0891.and adjusted by the National Geodetic Survey in June 1991..
 PP0891
 PP0891.The geoid height was determined by GEOID03.
 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     -   282,310.      855,800.      MT  (+/- 180 meters Scaled)
 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: 15TVK764428(NAD 83)
 PP0891_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0891+STABILITY: SURFACE MOTION
 PP0891
 PP0891  HISTORY     - Date     Condition        Report By
 PP0891  HISTORY     - 1970     MONUMENTED       MNDT
 PP0891  HISTORY     - 1971     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0887 ***********************************************************************
 PP0887  DESIGNATION -  1980 B
 PP0887  PID         -  PP0887
 PP0887  STATE/COUNTY-  MN/DAKOTA
 PP0887  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0887
 PP0887                         *CURRENT SURVEY CONTROL
 PP0887  ___________________________________________________________________
 PP0887* NAD 83(1986)-  44 38 42.     (N)    093 17 44.     (W)     SCALED    
 PP0887* NAVD 88     -       336.940  (meters)    1105.44   (feet)  ADJUSTED  
 PP0887  ___________________________________________________________________
 PP0887  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 PP0887  DYNAMIC HT  -         336.914 (meters)    1105.36  (feet)  COMP
 PP0887  MODELED GRAV-     980,530.1   (mgal)                       NAVD 88
 PP0887
 PP0887  VERT ORDER  -  SECOND    CLASS 0
 PP0887
 PP0887.The horizontal coordinates were scaled from a topographic map and have
 PP0887.an estimated accuracy of +/- 6 seconds.
 PP0887
 PP0887.The orthometric height was determined by differential leveling
 PP0887.and adjusted by the National Geodetic Survey in June 1991..
 PP0887
 PP0887.The geoid height was determined by GEOID03.
 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     -   283,020.      855,880.      MT  (+/- 180 meters Scaled)
 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: 15TVK765435(NAD 83)
 PP0887_MARKER: DD = SURVEY DISK
 PP0887_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0887_SP_SET: BRIDGE
 PP0887_STAMPING: 1980-B 1970
 PP0887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0887+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 PP0887
 PP0887  HISTORY     - Date     Condition        Report By
 PP0887  HISTORY     - 1970     MONUMENTED       MNDT
 PP0887  HISTORY     - 1971     GOOD             MNDT
 PP0887  HISTORY     - 20060802 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0885 ***********************************************************************
 PP0885  DESIGNATION -  1980 C 2
 PP0885  PID         -  PP0885
 PP0885  STATE/COUNTY-  MN/DAKOTA
 PP0885  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0885
 PP0885                         *CURRENT SURVEY CONTROL
 PP0885  ___________________________________________________________________
 PP0885* NAD 83(1986)-  44 39 09.     (N)    093 17 40.     (W)     SCALED    
 PP0885* NAVD 88     -       324.021  (meters)    1063.06   (feet)  ADJUSTED  
 PP0885  ___________________________________________________________________
 PP0885  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 PP0885  DYNAMIC HT  -         323.996 (meters)    1062.98  (feet)  COMP
 PP0885  MODELED GRAV-     980,531.6   (mgal)                       NAVD 88
 PP0885
 PP0885  VERT ORDER  -  SECOND    CLASS 0
 PP0885
 PP0885.The horizontal coordinates were scaled from a topographic map and have
 PP0885.an estimated accuracy of +/- 6 seconds.
 PP0885
 PP0885.The orthometric height was determined by differential leveling
 PP0885.and adjusted by the National Geodetic Survey in June 1991..
 PP0885
 PP0885.The geoid height was determined by GEOID03.
 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     -   283,850.      855,960.      MT  (+/- 180 meters Scaled)
 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: 15TVK766443(NAD 83)
 PP0885_MARKER: DD = SURVEY DISK
 PP0885_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0885_SP_SET: BRIDGE
 PP0885_STAMPING: 1980-C 2 1970
 PP0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0885
 PP0885  HISTORY     - Date     Condition        Report By
 PP0885  HISTORY     - 1970     MONUMENTED       MNDT
 PP0885
 PP0885                          STATION DESCRIPTION
 PP0885
 PP0885'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0886 ***********************************************************************
 PP0886  DESIGNATION -  1980 C 3
 PP0886  PID         -  PP0886
 PP0886  STATE/COUNTY-  MN/DAKOTA
 PP0886  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0886
 PP0886                         *CURRENT SURVEY CONTROL
 PP0886  ___________________________________________________________________
 PP0886* NAD 83(1986)-  44 39 09.     (N)    093 17 40.     (W)     SCALED    
 PP0886* NAVD 88     -       323.941  (meters)    1062.80   (feet)  ADJUSTED  
 PP0886  ___________________________________________________________________
 PP0886  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 PP0886  DYNAMIC HT  -         323.916 (meters)    1062.71  (feet)  COMP
 PP0886  MODELED GRAV-     980,531.6   (mgal)                       NAVD 88
 PP0886
 PP0886  VERT ORDER  -  SECOND    CLASS 0
 PP0886
 PP0886.The horizontal coordinates were scaled from a topographic map and have
 PP0886.an estimated accuracy of +/- 6 seconds.
 PP0886
 PP0886.The orthometric height was determined by differential leveling
 PP0886.and adjusted by the National Geodetic Survey in June 1991..
 PP0886
 PP0886.The geoid height was determined by GEOID03.
 PP0886
 PP0886.The dynamic height is computed by dividing the NAVD 88
 PP0886.geopotential number by the normal gravity value computed on the
 PP0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0886.degrees latitude (g = 980.6199 gals.).
 PP0886
 PP0886.The modeled gravity was interpolated from observed gravity values.
 PP0886
 PP0886;                    North         East    Units  Estimated Accuracy
 PP0886;SPC MN S     -   283,850.      855,960.      MT  (+/- 180 meters Scaled)
 PP0886
 PP0886                          SUPERSEDED SURVEY CONTROL
 PP0886
 PP0886  NGVD 29 (??/??/92)  323.890  (m)         1062.63   (f) ADJ UNCH    2 0
 PP0886
 PP0886.Superseded values are not recommended for survey control.
 PP0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0886.See file dsdata.txt to determine how the superseded data were derived.
 PP0886
 PP0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK766443(NAD 83)
 PP0886_MARKER: DD = SURVEY DISK
 PP0886_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0886_SP_SET: BRIDGE
 PP0886_STAMPING: 1980-C 3 1971
 PP0886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0886
 PP0886  HISTORY     - Date     Condition        Report By
 PP0886  HISTORY     - 1971     MONUMENTED       MNDT
 PP0886
 PP0886                          STATION DESCRIPTION
 PP0886
 PP0886'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0886'IN LAKEVILLE.
 PP0886'MARK IS LOCATED 3.3 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 PP0886'35 AND T.H. 50 IN LAKEVILLE, 1.5 MILES NORTH OF THE DAKOTA-SCOTT
 PP0886'COUNTY LINE, 50 FEET NORTH OF THE SOUTHEAST END OF BRIDGE NO. 19844
 PP0886'(EAST CURB) 2 INCHES WEST OF THE EAST RAILING, FAI 35 NORTH BOUND OVER
 PP0886'COUNTY ROAD 64 AND THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PP0886'RAILROAD.  SW 1/4 SECTION 25, T 114N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0884 ***********************************************************************
 PP0884  DESIGNATION -  1980 D
 PP0884  PID         -  PP0884
 PP0884  STATE/COUNTY-  MN/DAKOTA
 PP0884  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0884
 PP0884                         *CURRENT SURVEY CONTROL
 PP0884  ___________________________________________________________________
 PP0884* NAD 83(1986)-  44 39 32.     (N)    093 17 39.     (W)     SCALED    
 PP0884* NAVD 88     -       311.902  (meters)    1023.30   (feet)  ADJUSTED  
 PP0884  ___________________________________________________________________
 PP0884  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 PP0884  DYNAMIC HT  -         311.878 (meters)    1023.22  (feet)  COMP
 PP0884  MODELED GRAV-     980,533.0   (mgal)                       NAVD 88
 PP0884
 PP0884  VERT ORDER  -  SECOND    CLASS 0
 PP0884
 PP0884.The horizontal coordinates were scaled from a topographic map and have
 PP0884.an estimated accuracy of +/- 6 seconds.
 PP0884
 PP0884.The orthometric height was determined by differential leveling
 PP0884.and adjusted by the National Geodetic Survey in June 1991..
 PP0884
 PP0884.The geoid height was determined by GEOID03.
 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     -   284,560.      855,980.      MT  (+/- 180 meters Scaled)
 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: 15TVK766451(NAD 83)
 PP0884_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0884+STABILITY: SURFACE MOTION
 PP0884
 PP0884  HISTORY     - Date     Condition        Report By
 PP0884  HISTORY     - 1970     MONUMENTED       MNDT
 PP0884  HISTORY     - 1971     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0883 ***********************************************************************
 PP0883  DESIGNATION -  1980 E
 PP0883  PID         -  PP0883
 PP0883  STATE/COUNTY-  MN/DAKOTA
 PP0883  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0883
 PP0883                         *CURRENT SURVEY CONTROL
 PP0883  ___________________________________________________________________
 PP0883* NAD 83(1986)-  44 40 01.     (N)    093 17 37.     (W)     SCALED    
 PP0883* NAVD 88     -       309.897  (meters)    1016.72   (feet)  ADJUSTED  
 PP0883  ___________________________________________________________________
 PP0883  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 PP0883  DYNAMIC HT  -         309.874 (meters)    1016.64  (feet)  COMP
 PP0883  MODELED GRAV-     980,534.8   (mgal)                       NAVD 88
 PP0883
 PP0883  VERT ORDER  -  SECOND    CLASS 0
 PP0883
 PP0883.The horizontal coordinates were scaled from a topographic map and have
 PP0883.an estimated accuracy of +/- 6 seconds.
 PP0883
 PP0883.The orthometric height was determined by differential leveling
 PP0883.and adjusted by the National Geodetic Survey in June 1991..
 PP0883
 PP0883.The geoid height was determined by GEOID03.
 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     -   285,460.      856,010.      MT  (+/- 180 meters Scaled)
 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: 15TVK767459(NAD 83)
 PP0883_MARKER: DD = SURVEY DISK
 PP0883_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0883_SP_SET: BRIDGE
 PP0883_STAMPING: 1980-E 1970
 PP0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0883
 PP0883  HISTORY     - Date     Condition        Report By
 PP0883  HISTORY     - 1970     MONUMENTED       MNDT
 PP0883  HISTORY     - 1971     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0880 ***********************************************************************
 PP0880  DESIGNATION -  1980 F 1
 PP0880  PID         -  PP0880
 PP0880  STATE/COUNTY-  MN/DAKOTA
 PP0880  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0880
 PP0880                         *CURRENT SURVEY CONTROL
 PP0880  ___________________________________________________________________
 PP0880* NAD 83(1986)-  44 40 23.     (N)    093 17 35.     (W)     SCALED    
 PP0880* NAVD 88     -       301.572  (meters)     989.41   (feet)  ADJUSTED  
 PP0880  ___________________________________________________________________
 PP0880  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 PP0880  DYNAMIC HT  -         301.550 (meters)     989.34  (feet)  COMP
 PP0880  MODELED GRAV-     980,536.1   (mgal)                       NAVD 88
 PP0880
 PP0880  VERT ORDER  -  SECOND    CLASS 0
 PP0880
 PP0880.The horizontal coordinates were scaled from a topographic map and have
 PP0880.an estimated accuracy of +/- 6 seconds.
 PP0880
 PP0880.The orthometric height was determined by differential leveling
 PP0880.and adjusted by the National Geodetic Survey in June 1991..
 PP0880
 PP0880.The geoid height was determined by GEOID03.
 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     -   286,140.      856,050.      MT  (+/- 180 meters Scaled)
 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: 15TVK767466(NAD 83)
 PP0880_MARKER: DD = SURVEY DISK
 PP0880_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0880_SP_SET: BRIDGE
 PP0880_STAMPING: 1980-F1 1970
 PP0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0880
 PP0880  HISTORY     - Date     Condition        Report By
 PP0880  HISTORY     - 1970     MONUMENTED       MNDT
 PP0880  HISTORY     - 1971     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0881 ***********************************************************************
 PP0881  DESIGNATION -  1980 F 2
 PP0881  PID         -  PP0881
 PP0881  STATE/COUNTY-  MN/DAKOTA
 PP0881  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0881
 PP0881                         *CURRENT SURVEY CONTROL
 PP0881  ___________________________________________________________________
 PP0881* NAD 83(1986)-  44 40 23.     (N)    093 17 38.     (W)     SCALED    
 PP0881* NAVD 88     -       301.573  (meters)     989.41   (feet)  ADJUSTED  
 PP0881  ___________________________________________________________________
 PP0881  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 PP0881  DYNAMIC HT  -         301.551 (meters)     989.34  (feet)  COMP
 PP0881  MODELED GRAV-     980,536.2   (mgal)                       NAVD 88
 PP0881
 PP0881  VERT ORDER  -  SECOND    CLASS 0
 PP0881
 PP0881.The horizontal coordinates were scaled from a topographic map and have
 PP0881.an estimated accuracy of +/- 6 seconds.
 PP0881
 PP0881.The orthometric height was determined by differential leveling
 PP0881.and adjusted by the National Geodetic Survey in June 1991..
 PP0881
 PP0881.The geoid height was determined by GEOID03.
 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     -   286,140.      855,990.      MT  (+/- 180 meters Scaled)
 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: 15TVK767466(NAD 83)
 PP0881_MARKER: DD = SURVEY DISK
 PP0881_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0881_SP_SET: BRIDGE
 PP0881_STAMPING: 1980-F 2 1970
 PP0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0881
 PP0881  HISTORY     - Date     Condition        Report By
 PP0881  HISTORY     - 1970     MONUMENTED       MNDT
 PP0881
 PP0881                          STATION DESCRIPTION
 PP0881
 PP0881'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0878 ***********************************************************************
 PP0878  DESIGNATION -  1980 G 1
 PP0878  PID         -  PP0878
 PP0878  STATE/COUNTY-  MN/DAKOTA
 PP0878  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0878
 PP0878                         *CURRENT SURVEY CONTROL
 PP0878  ___________________________________________________________________
 PP0878* NAD 83(1986)-  44 40 52.     (N)    093 17 33.     (W)     SCALED    
 PP0878* NAVD 88     -       314.948  (meters)    1033.29   (feet)  ADJUSTED  
 PP0878  ___________________________________________________________________
 PP0878  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 PP0878  DYNAMIC HT  -         314.926 (meters)    1033.22  (feet)  COMP
 PP0878  MODELED GRAV-     980,537.9   (mgal)                       NAVD 88
 PP0878
 PP0878  VERT ORDER  -  SECOND    CLASS 0
 PP0878
 PP0878.The horizontal coordinates were scaled from a topographic map and have
 PP0878.an estimated accuracy of +/- 6 seconds.
 PP0878
 PP0878.The orthometric height was determined by differential leveling
 PP0878.and adjusted by the National Geodetic Survey in June 1991..
 PP0878
 PP0878.The geoid height was determined by GEOID03.
 PP0878
 PP0878.The dynamic height is computed by dividing the NAVD 88
 PP0878.geopotential number by the normal gravity value computed on the
 PP0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0878.degrees latitude (g = 980.6199 gals.).
 PP0878
 PP0878.The modeled gravity was interpolated from observed gravity values.
 PP0878
 PP0878;                    North         East    Units  Estimated Accuracy
 PP0878;SPC MN S     -   287,030.      856,090.      MT  (+/- 180 meters Scaled)
 PP0878
 PP0878                          SUPERSEDED SURVEY CONTROL
 PP0878
 PP0878  NGVD 29 (??/??/92)  314.899  (m)         1033.13   (f) ADJ UNCH    2 0
 PP0878
 PP0878.Superseded values are not recommended for survey control.
 PP0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0878.See file dsdata.txt to determine how the superseded data were derived.
 PP0878
 PP0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK768475(NAD 83)
 PP0878_MARKER: DD = SURVEY DISK
 PP0878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0878_SP_SET: BRIDGE
 PP0878_STAMPING: 1980-G1 1970
 PP0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0878
 PP0878  HISTORY     - Date     Condition        Report By
 PP0878  HISTORY     - 1970     MONUMENTED       MNDT
 PP0878  HISTORY     - 1971     GOOD             MNDT
 PP0878
 PP0878                          STATION DESCRIPTION
 PP0878
 PP0878'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0878'IN LAKEVILLE.
 PP0878'ELKO TO BLOOMINGTON, 1.5 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF
 PP0878'FAI 35E AND FAI 35W, 0.6 MILES NORTH OF THE NORTHEND OF MARION LAKE,
 PP0878'IN THE SOUTHEAST CORNER OF BRIDGE NO. 19846, FAI 35 NORTHBOUND OVER A
 PP0878'TOWNSHIP ROAD (MINNREG).  NW 1/4, SEC 13, T114N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0879 ***********************************************************************
 PP0879  DESIGNATION -  1980 G 2
 PP0879  PID         -  PP0879
 PP0879  STATE/COUNTY-  MN/DAKOTA
 PP0879  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0879
 PP0879                         *CURRENT SURVEY CONTROL
 PP0879  ___________________________________________________________________
 PP0879* NAD 83(1986)-  44 40 54.     (N)    093 17 36.     (W)     SCALED    
 PP0879* NAVD 88     -       314.590  (meters)    1032.12   (feet)  ADJUSTED  
 PP0879  ___________________________________________________________________
 PP0879  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 PP0879  DYNAMIC HT  -         314.568 (meters)    1032.05  (feet)  COMP
 PP0879  MODELED GRAV-     980,538.1   (mgal)                       NAVD 88
 PP0879
 PP0879  VERT ORDER  -  SECOND    CLASS 0
 PP0879
 PP0879.The horizontal coordinates were scaled from a topographic map and have
 PP0879.an estimated accuracy of +/- 6 seconds.
 PP0879
 PP0879.The orthometric height was determined by differential leveling
 PP0879.and adjusted by the National Geodetic Survey in June 1991..
 PP0879
 PP0879.The geoid height was determined by GEOID03.
 PP0879
 PP0879.The dynamic height is computed by dividing the NAVD 88
 PP0879.geopotential number by the normal gravity value computed on the
 PP0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0879.degrees latitude (g = 980.6199 gals.).
 PP0879
 PP0879.The modeled gravity was interpolated from observed gravity values.
 PP0879
 PP0879;                    North         East    Units  Estimated Accuracy
 PP0879;SPC MN S     -   287,100.      856,020.      MT  (+/- 180 meters Scaled)
 PP0879
 PP0879                          SUPERSEDED SURVEY CONTROL
 PP0879
 PP0879  NGVD 29 (??/??/92)  314.541  (m)         1031.96   (f) ADJ UNCH    2 0
 PP0879
 PP0879.Superseded values are not recommended for survey control.
 PP0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0879.See file dsdata.txt to determine how the superseded data were derived.
 PP0879
 PP0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK767476(NAD 83)
 PP0879_MARKER: DD = SURVEY DISK
 PP0879_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0879_SP_SET: BRIDGE
 PP0879_STAMPING: 1980-G 2 1970
 PP0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0879
 PP0879  HISTORY     - Date     Condition        Report By
 PP0879  HISTORY     - 1970     MONUMENTED       MNDT
 PP0879
 PP0879                          STATION DESCRIPTION
 PP0879
 PP0879'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0879'IN LAKEVILLE.
 PP0879'MARK IS LOCATED 1.5 MILES SOUTH OF THE JUNCTION OF FAI 35 AND T.H. 50,
 PP0879'IN THE VILLAGE OF LAKEVILLE, 0.6 MILES NORTH OF THE NORTH END OF
 PP0879'MARION LAKE, IN THE NORTHWEST CORNER OF BRIDGE NO. 19845, FAI 35
 PP0879'SOUTHBOUND OVER A TOWNSHIP ROAD (MINNREG).  NW 1/4 SECTION 13, T 114N,
 PP0879'R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0877 ***********************************************************************
 PP0877  DESIGNATION -  1980 H
 PP0877  PID         -  PP0877
 PP0877  STATE/COUNTY-  MN/DAKOTA
 PP0877  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0877
 PP0877                         *CURRENT SURVEY CONTROL
 PP0877  ___________________________________________________________________
 PP0877* NAD 83(1986)-  44 41 21.     (N)    093 17 33.     (W)     SCALED    
 PP0877* NAVD 88     -       316.453  (meters)    1038.23   (feet)  ADJUSTED  
 PP0877  ___________________________________________________________________
 PP0877  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 PP0877  DYNAMIC HT  -         316.432 (meters)    1038.16  (feet)  COMP
 PP0877  MODELED GRAV-     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
 PP0877.and adjusted by the National Geodetic Survey in June 1991..
 PP0877.WARNING-Repeat measurements at this control monument indicate possible
 PP0877.vertical movement.
 PP0877
 PP0877.The geoid height was determined by GEOID03.
 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.      856,080.      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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0875 ***********************************************************************
 PP0875  DESIGNATION -  1980 J 1
 PP0875  PID         -  PP0875
 PP0875  STATE/COUNTY-  MN/DAKOTA
 PP0875  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0875
 PP0875                         *CURRENT SURVEY CONTROL
 PP0875  ___________________________________________________________________
 PP0875* NAD 83(1986)-  44 41 43.     (N)    093 17 23.     (W)     SCALED    
 PP0875* NAVD 88     -       321.439  (meters)    1054.59   (feet)  ADJUSTED  
 PP0875  ___________________________________________________________________
 PP0875  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 PP0875  DYNAMIC HT  -         321.417 (meters)    1054.52  (feet)  COMP
 PP0875  MODELED GRAV-     980,540.8   (mgal)                       NAVD 88
 PP0875
 PP0875  VERT ORDER  -  SECOND    CLASS 0
 PP0875
 PP0875.The horizontal coordinates were scaled from a topographic map and have
 PP0875.an estimated accuracy of +/- 6 seconds.
 PP0875
 PP0875.The orthometric height was determined by differential leveling
 PP0875.and adjusted by the National Geodetic Survey in June 1991..
 PP0875
 PP0875.The geoid height was determined by GEOID03.
 PP0875
 PP0875.The dynamic height is computed by dividing the NAVD 88
 PP0875.geopotential number by the normal gravity value computed on the
 PP0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0875.degrees latitude (g = 980.6199 gals.).
 PP0875
 PP0875.The modeled gravity was interpolated from observed gravity values.
 PP0875
 PP0875;                    North         East    Units  Estimated Accuracy
 PP0875;SPC MN S     -   288,610.      856,290.      MT  (+/- 180 meters Scaled)
 PP0875
 PP0875                          SUPERSEDED SURVEY CONTROL
 PP0875
 PP0875  NGVD 29 (??/??/92)  321.392  (m)         1054.43   (f) ADJ UNCH    2 0
 PP0875
 PP0875.Superseded values are not recommended for survey control.
 PP0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0875.See file dsdata.txt to determine how the superseded data were derived.
 PP0875
 PP0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK770491(NAD 83)
 PP0875_MARKER: DD = SURVEY DISK
 PP0875_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0875_SP_SET: BRIDGE
 PP0875_STAMPING: 1980-J1 1970
 PP0875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0875
 PP0875  HISTORY     - Date     Condition        Report By
 PP0875  HISTORY     - 1970     MONUMENTED       MNDT
 PP0875  HISTORY     - 1971     GOOD             MNDT
 PP0875
 PP0875                          STATION DESCRIPTION
 PP0875
 PP0875'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0875'IN LAKEVILLE.
 PP0875'ELKO TO BLOOMINGTON, 0.2 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF
 PP0875'FAI 35 AND T.H. 50 IN LAKEVILLE, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 PP0875'19805, FAI 35 NORTHBOUND OVER THE MINNEAPOLIS, NORTHFIELD, AND
 PP0875'SOUTHERN RAILWAY.  SE 1/4, SEC 12, T114N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0876 ***********************************************************************
 PP0876  DESIGNATION -  1980 J 2
 PP0876  PID         -  PP0876
 PP0876  STATE/COUNTY-  MN/DAKOTA
 PP0876  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0876
 PP0876                         *CURRENT SURVEY CONTROL
 PP0876  ___________________________________________________________________
 PP0876* NAD 83(1986)-  44 41 39.     (N)    093 17 22.     (W)     SCALED    
 PP0876* NAVD 88     -       320.235  (meters)    1050.64   (feet)  ADJUSTED  
 PP0876  ___________________________________________________________________
 PP0876  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 PP0876  DYNAMIC HT  -         320.214 (meters)    1050.57  (feet)  COMP
 PP0876  MODELED GRAV-     980,540.5   (mgal)                       NAVD 88
 PP0876
 PP0876  VERT ORDER  -  SECOND    CLASS 0
 PP0876
 PP0876.The horizontal coordinates were scaled from a topographic map and have
 PP0876.an estimated accuracy of +/- 6 seconds.
 PP0876
 PP0876.The orthometric height was determined by differential leveling
 PP0876.and adjusted by the National Geodetic Survey in June 1991..
 PP0876
 PP0876.The geoid height was determined by GEOID03.
 PP0876
 PP0876.The dynamic height is computed by dividing the NAVD 88
 PP0876.geopotential number by the normal gravity value computed on the
 PP0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0876.degrees latitude (g = 980.6199 gals.).
 PP0876
 PP0876.The modeled gravity was interpolated from observed gravity values.
 PP0876
 PP0876;                    North         East    Units  Estimated Accuracy
 PP0876;SPC MN S     -   288,490.      856,320.      MT  (+/- 180 meters Scaled)
 PP0876
 PP0876                          SUPERSEDED SURVEY CONTROL
 PP0876
 PP0876  NGVD 29 (??/??/92)  320.189  (m)         1050.49   (f) ADJ UNCH    2 0
 PP0876
 PP0876.Superseded values are not recommended for survey control.
 PP0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0876.See file dsdata.txt to determine how the superseded data were derived.
 PP0876
 PP0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK770490(NAD 83)
 PP0876_MARKER: DD = SURVEY DISK
 PP0876_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0876_SP_SET: BRIDGE
 PP0876_STAMPING: 1980-J 2 1970
 PP0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0876
 PP0876  HISTORY     - Date     Condition        Report By
 PP0876  HISTORY     - 1970     MONUMENTED       MNDT
 PP0876
 PP0876                          STATION DESCRIPTION
 PP0876
 PP0876'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0876'IN LAKEVILLE.
 PP0876'MARK IS LOCATED 0.2 MILES SOUTH OF THE JUNCTION OF FAI 35 AND T.H. 50,
 PP0876'IN THE NORTHWEST CORNER OF BRIDGE NO. 6410, FAI 35 SOUTHBOUND OVER THE
 PP0876'MINNEAPOLIS, NORTHFIELD AND SOUTHERN RAILROAD.  SE 1/4 SECTION 12, T
 PP0876'114N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0873 ***********************************************************************
 PP0873  DESIGNATION -  1980 K 1
 PP0873  PID         -  PP0873
 PP0873  STATE/COUNTY-  MN/DAKOTA
 PP0873  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0873
 PP0873                         *CURRENT SURVEY CONTROL
 PP0873  ___________________________________________________________________
 PP0873* NAD 83(1986)-  44 41 51.     (N)    093 17 16.     (W)     SCALED    
 PP0873* NAVD 88     -       315.035  (meters)    1033.58   (feet)  ADJUSTED  
 PP0873  ___________________________________________________________________
 PP0873  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 PP0873  DYNAMIC HT  -         315.014 (meters)    1033.51  (feet)  COMP
 PP0873  MODELED GRAV-     980,541.0   (mgal)                       NAVD 88
 PP0873
 PP0873  VERT ORDER  -  SECOND    CLASS 0
 PP0873
 PP0873.The horizontal coordinates were scaled from a topographic map and have
 PP0873.an estimated accuracy of +/- 6 seconds.
 PP0873
 PP0873.The orthometric height was determined by differential leveling
 PP0873.and adjusted by the National Geodetic Survey in June 1991..
 PP0873
 PP0873.The geoid height was determined by GEOID03.
 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     -   288,860.      856,450.      MT  (+/- 180 meters Scaled)
 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: 15TVK772493(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0873
 PP0873  HISTORY     - Date     Condition        Report By
 PP0873  HISTORY     - 1970     MONUMENTED       MNHD
 PP0873  HISTORY     - 1971     GOOD             MNDT
 PP0873  HISTORY     - 1985     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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0874 ***********************************************************************
 PP0874  DESIGNATION -  1980 K 2
 PP0874  PID         -  PP0874
 PP0874  STATE/COUNTY-  MN/DAKOTA
 PP0874  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0874
 PP0874                         *CURRENT SURVEY CONTROL
 PP0874  ___________________________________________________________________
 PP0874* NAD 83(1986)-  44 41 53.     (N)    093 17 17.     (W)     SCALED    
 PP0874* NAVD 88     -       313.829  (meters)    1029.62   (feet)  ADJUSTED  
 PP0874  ___________________________________________________________________
 PP0874  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PP0874  DYNAMIC HT  -         313.808 (meters)    1029.55  (feet)  COMP
 PP0874  MODELED GRAV-     980,541.2   (mgal)                       NAVD 88
 PP0874
 PP0874  VERT ORDER  -  SECOND    CLASS 0
 PP0874
 PP0874.The horizontal coordinates were scaled from a topographic map and have
 PP0874.an estimated accuracy of +/- 6 seconds.
 PP0874
 PP0874.The orthometric height was determined by differential leveling
 PP0874.and adjusted by the National Geodetic Survey in June 1991..
 PP0874
 PP0874.The geoid height was determined by GEOID03.
 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     -   288,920.      856,420.      MT  (+/- 180 meters Scaled)
 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: 15TVK771494(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0874
 PP0874  HISTORY     - Date     Condition        Report By
 PP0874  HISTORY     - 1970     MONUMENTED       MNHD
 PP0874  HISTORY     - 1985     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0872 ***********************************************************************
 PP0872  DESIGNATION -  1980 L
 PP0872  PID         -  PP0872
 PP0872  STATE/COUNTY-  MN/DAKOTA
 PP0872  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0872
 PP0872                         *CURRENT SURVEY CONTROL
 PP0872  ___________________________________________________________________
 PP0872* NAD 83(1986)-  44 42 19.     (N)    093 17 04.     (W)     SCALED    
 PP0872* NAVD 88     -       310.019  (meters)    1017.12   (feet)  ADJUSTED  
 PP0872  ___________________________________________________________________
 PP0872  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PP0872  DYNAMIC HT  -         309.999 (meters)    1017.06  (feet)  COMP
 PP0872  MODELED GRAV-     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
 PP0872.and adjusted by the National Geodetic Survey in June 1991..
 PP0872
 PP0872.The geoid height was determined by GEOID03.
 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.      856,700.      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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0871 ***********************************************************************
 PP0871  DESIGNATION -  1980 M
 PP0871  PID         -  PP0871
 PP0871  STATE/COUNTY-  MN/DAKOTA
 PP0871  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0871
 PP0871                         *CURRENT SURVEY CONTROL
 PP0871  ___________________________________________________________________
 PP0871* NAD 83(1986)-  44 42 43.     (N)    093 16 59.     (W)     SCALED    
 PP0871* NAVD 88     -       294.033  (meters)     964.67   (feet)  ADJUSTED  
 PP0871  ___________________________________________________________________
 PP0871  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 PP0871  DYNAMIC HT  -         294.014 (meters)     964.61  (feet)  COMP
 PP0871  MODELED GRAV-     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
 PP0871.and adjusted by the National Geodetic Survey in June 1991..
 PP0871
 PP0871.The geoid height was determined by GEOID03.
 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.      856,810.      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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0869 ***********************************************************************
 PP0869  DESIGNATION -  1980 N
 PP0869  PID         -  PP0869
 PP0869  STATE/COUNTY-  MN/DAKOTA
 PP0869  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0869
 PP0869                         *CURRENT SURVEY CONTROL
 PP0869  ___________________________________________________________________
 PP0869* NAD 83(1986)-  44 43 27.     (N)    093 16 55.     (W)     SCALED    
 PP0869* NAVD 88     -       299.530  (meters)     982.71   (feet)  ADJUSTED  
 PP0869  ___________________________________________________________________
 PP0869  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 PP0869  DYNAMIC HT  -         299.512 (meters)     982.65  (feet)  COMP
 PP0869  MODELED GRAV-     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
 PP0869.and adjusted by the National Geodetic Survey in June 1991..
 PP0869
 PP0869.The geoid height was determined by GEOID03.
 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.      856,880.      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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0868 ***********************************************************************
 PP0868  DESIGNATION -  1980 P 1
 PP0868  PID         -  PP0868
 PP0868  STATE/COUNTY-  MN/DAKOTA
 PP0868  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0868
 PP0868                         *CURRENT SURVEY CONTROL
 PP0868  ___________________________________________________________________
 PP0868* NAD 83(1986)-  44 43 50.     (N)    093 16 58.     (W)     SCALED    
 PP0868* NAVD 88     -       312.167  (meters)    1024.17   (feet)  ADJUSTED  
 PP0868  ___________________________________________________________________
 PP0868  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 PP0868  DYNAMIC HT  -         312.149 (meters)    1024.11  (feet)  COMP
 PP0868  MODELED GRAV-     980,549.7   (mgal)                       NAVD 88
 PP0868
 PP0868  VERT ORDER  -  SECOND    CLASS 0
 PP0868
 PP0868.The horizontal coordinates were scaled from a topographic map and have
 PP0868.an estimated accuracy of +/- 6 seconds.
 PP0868
 PP0868.The orthometric height was determined by differential leveling
 PP0868.and adjusted by the National Geodetic Survey in June 1991..
 PP0868
 PP0868.The geoid height was determined by GEOID03.
 PP0868
 PP0868.The dynamic height is computed by dividing the NAVD 88
 PP0868.geopotential number by the normal gravity value computed on the
 PP0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0868.degrees latitude (g = 980.6199 gals.).
 PP0868
 PP0868.The modeled gravity was interpolated from observed gravity values.
 PP0868
 PP0868;                    North         East    Units  Estimated Accuracy
 PP0868;SPC MN S     -   292,540.      856,810.      MT  (+/- 180 meters Scaled)
 PP0868
 PP0868                          SUPERSEDED SURVEY CONTROL
 PP0868
 PP0868  NGVD 29 (??/??/92)  312.117  (m)         1024.00   (f) ADJ UNCH    2 0
 PP0868
 PP0868.Superseded values are not recommended for survey control.
 PP0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0868.See file dsdata.txt to determine how the superseded data were derived.
 PP0868
 PP0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK776530(NAD 83)
 PP0868_MARKER: DB = BENCH MARK DISK
 PP0868_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0868_SP_SET: BRIDGE CURB
 PP0868_STAMPING: 1980 P 1 1971
 PP0868_MARK LOGO: MNDT  
 PP0868_PROJECTION: FLUSH
 PP0868_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0868+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1988
 PP0868
 PP0868  HISTORY     - Date     Condition        Report By
 PP0868  HISTORY     - 1971     MONUMENTED       MNDT
 PP0868  HISTORY     - 19881024 GOOD             MNDT
 PP0868
 PP0868                          STATION DESCRIPTION
 PP0868
 PP0868'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0868'IN BURNSVILLE.
 PP0868'MARK IS LOCATED 0.5 MILES SOUTH ALONG FAI 35, FROM THE JUNCTION OF FAI
 PP0868'35E AND FAI 35W, IN THE CENTER OF THE NORTH CURB (ABOVE PIER) OF
 PP0868'BRIDGE NO.19806, CRYSTAL LAKE ROAD OVER FAI 35.  NE 1/4 SECTION 36, T
 PP0868'115N, R 21W.
 PP0868
 PP0868                          STATION RECOVERY (1988)
 PP0868
 PP0868'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP0868'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE JUNCTION OF
 PP0868'CRYSTAL LAKE ROAD AND INTERSTATE HIGHWAY 35E (ABOUT 0.5 MILE SOUTH OF
 PP0868'THE JUNCTION OF INTERSTATE HIGHWAYS 35E AND 35W), AT HIGHWAY 35
 PP0868'MILEPOINT 87.85, AND IN THE NE 1/4 OF SECTION 36, T115N, R21W.  THE
 PP0868'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1980 P 1 1971---, IS
 PP0868'SET IN THE CENTER OF THE NORTH CURB ABOVE THE CENTER PIER OF BRIDGE
 PP0868'NUMBER 19806 (CARRYING CRYSTAL LAKE ROAD OVER HIGHWAY 35).  THE MARK
 PP0868'IS 112.0 FEET WEST OF THE NORTHEAST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0866 ***********************************************************************
 PP0866  DESIGNATION -  1980 Q
 PP0866  PID         -  PP0866
 PP0866  STATE/COUNTY-  MN/DAKOTA
 PP0866  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0866
 PP0866                         *CURRENT SURVEY CONTROL
 PP0866  ___________________________________________________________________
 PP0866* NAD 83(1986)-  44 44 06.     (N)    093 17 00.     (W)     SCALED    
 PP0866* NAVD 88     -       298.533  (meters)     979.44   (feet)  ADJUSTED  
 PP0866  ___________________________________________________________________
 PP0866  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 PP0866  DYNAMIC HT  -         298.516 (meters)     979.38  (feet)  COMP
 PP0866  MODELED GRAV-     980,552.2   (mgal)                       NAVD 88
 PP0866
 PP0866  VERT ORDER  -  SECOND    CLASS 0
 PP0866
 PP0866.The horizontal coordinates were scaled from a topographic map and have
 PP0866.an estimated accuracy of +/- 6 seconds.
 PP0866
 PP0866.The orthometric height was determined by differential leveling
 PP0866.and adjusted by the National Geodetic Survey in June 1991..
 PP0866
 PP0866.The geoid height was determined by GEOID03.
 PP0866
 PP0866.The dynamic height is computed by dividing the NAVD 88
 PP0866.geopotential number by the normal gravity value computed on the
 PP0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0866.degrees latitude (g = 980.6199 gals.).
 PP0866
 PP0866.The modeled gravity was interpolated from observed gravity values.
 PP0866
 PP0866;                    North         East    Units  Estimated Accuracy
 PP0866;SPC MN S     -   293,030.      856,760.      MT  (+/- 180 meters Scaled)
 PP0866
 PP0866                          SUPERSEDED SURVEY CONTROL
 PP0866
 PP0866  NGVD 29 (??/??/92)  298.483  (m)          979.27   (f) ADJ UNCH    2 0
 PP0866
 PP0866.Superseded values are not recommended for survey control.
 PP0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0866.See file dsdata.txt to determine how the superseded data were derived.
 PP0866
 PP0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK775535(NAD 83)
 PP0866_MARKER: DD = SURVEY DISK
 PP0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0866_STAMPING: 1980-Q 1970
 PP0866_PROJECTION: FLUSH
 PP0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0866+STABILITY: SURFACE MOTION
 PP0866
 PP0866  HISTORY     - Date     Condition        Report By
 PP0866  HISTORY     - 1970     MONUMENTED       MNDT
 PP0866  HISTORY     - 1971     GOOD             MNDT
 PP0866  HISTORY     - 19881019 MARK NOT FOUND   MNDT
 PP0866
 PP0866                          STATION DESCRIPTION
 PP0866
 PP0866'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0866'IN BURNSVILLE.
 PP0866'ELKO TO BLOOMINGTON, 2.8 MILES SOUTH ALONG FAI 35W FROM THE JUNCTION
 PP0866'OF FAI 35W AND T.H. 13 IN BURNSVILLE, 0.3 MILES SOUTH ALONG FAI 35
 PP0866'FROM THE JUNCTION OF FAI 35-E AND FAI 35-W, 0.25 MILES NORTH OF
 PP0866'CRYSTAL LAKE ROAD, 119 FEET EAST OF AND 0.5 FEET HIGHER THAN FAI 35
 PP0866'NORTHBOUND CENTERLINE STATION 1711+73, 176 FEET NORTHEAST OF THE EAST
 PP0866'END OF AN 18 INCH CONCRETE CULVERT (UNDER FAI 35) 19 FEET WEST OF THE
 PP0866'EAST FRONTAGE ROAD CENTERLINE, 4 FEET WEST OF THE RIGHT OF WAY FENCE,
 PP0866'1 FOOT WEST OF A STEEL WITNESS POST, IN 6 FOOT PRE-CAST CONCRETE
 PP0866'MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4, SEC 25, T 115N, R 21W.
 PP0866
 PP0866                          STATION RECOVERY (1988)
 PP0866
 PP0866'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4326 ***********************************************************************
 AH4326  DESIGNATION -  1980 R
 AH4326  PID         -  AH4326
 AH4326  STATE/COUNTY-  MN/DAKOTA
 AH4326  USGS QUAD   -  ORCHARD LAKE (1993)
 AH4326
 AH4326                         *CURRENT SURVEY CONTROL
 AH4326  ___________________________________________________________________
 AH4326* NAD 83(1986)-  44 44 12.     (N)    093 16 58.     (W)     SCALED    
 AH4326* NAVD 88     -       297.037  (meters)     974.53   (feet)  ADJUSTED  
 AH4326  ___________________________________________________________________
 AH4326  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AH4326  DYNAMIC HT  -         297.021 (meters)     974.48  (feet)  COMP
 AH4326  MODELED GRAV-     980,553.1   (mgal)                       NAVD 88
 AH4326
 AH4326  VERT ORDER  -  SECOND    CLASS I
 AH4326
 AH4326.The horizontal coordinates were scaled from a topographic map and have
 AH4326.an estimated accuracy of +/- 6 seconds.
 AH4326
 AH4326.The orthometric height was determined by differential leveling
 AH4326.and adjusted by the National Geodetic Survey in June 2000..
 AH4326
 AH4326.The geoid height was determined by GEOID03.
 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     -   293,210.      856,800.      MT  (+/- 180 meters Scaled)
 AH4326
 AH4326                          SUPERSEDED SURVEY CONTROL
 AH4326
 AH4326.No superseded survey control is available for this station.
 AH4326
 AH4326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK776537(NAD 83)
 AH4326_MARKER: DV = VERTICAL CONTROL 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: O = OTHER; SEE DESCRIPTION
 AH4326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4326
 AH4326  HISTORY     - Date     Condition        Report By
 AH4326  HISTORY     - 1981     MONUMENTED       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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4327 ***********************************************************************
 AH4327  DESIGNATION -  1980 S
 AH4327  PID         -  AH4327
 AH4327  STATE/COUNTY-  MN/DAKOTA
 AH4327  USGS QUAD   -  ORCHARD LAKE (1993)
 AH4327
 AH4327                         *CURRENT SURVEY CONTROL
 AH4327  ___________________________________________________________________
 AH4327* NAD 83(1986)-  44 44 12.     (N)    093 16 59.     (W)     SCALED    
 AH4327* NAVD 88     -       297.402  (meters)     975.73   (feet)  ADJUSTED  
 AH4327  ___________________________________________________________________
 AH4327  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AH4327  DYNAMIC HT  -         297.386 (meters)     975.67  (feet)  COMP
 AH4327  MODELED GRAV-     980,553.1   (mgal)                       NAVD 88
 AH4327
 AH4327  VERT ORDER  -  SECOND    CLASS I
 AH4327
 AH4327.The horizontal coordinates were scaled from a topographic map and have
 AH4327.an estimated accuracy of +/- 6 seconds.
 AH4327
 AH4327.The orthometric height was determined by differential leveling
 AH4327.and adjusted by the National Geodetic Survey in June 2000..
 AH4327
 AH4327.The geoid height was determined by GEOID03.
 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     -   293,210.      856,780.      MT  (+/- 180 meters Scaled)
 AH4327
 AH4327                          SUPERSEDED SURVEY CONTROL
 AH4327
 AH4327.No superseded survey control is available for this station.
 AH4327
 AH4327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK775537(NAD 83)
 AH4327_MARKER: DV = VERTICAL CONTROL 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: O = OTHER; SEE DESCRIPTION
 AH4327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4327
 AH4327  HISTORY     - Date     Condition        Report By
 AH4327  HISTORY     - 1981     MONUMENTED       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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0865 ***********************************************************************
 PP0865  DESIGNATION -  1981 A
 PP0865  PID         -  PP0865
 PP0865  STATE/COUNTY-  MN/DAKOTA
 PP0865  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0865
 PP0865                         *CURRENT SURVEY CONTROL
 PP0865  ___________________________________________________________________
 PP0865* NAD 83(1996)-  44 44 21.45273(N)    093 17 00.51361(W)     ADJUSTED  
 PP0865* NAVD 88     -       303.420  (meters)     995.47   (feet)  ADJUSTED  
 PP0865  ___________________________________________________________________
 PP0865  LAPLACE CORR-          -7.01  (seconds)                    DEFLEC99
 PP0865  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 PP0865  DYNAMIC HT  -         303.404 (meters)     995.42  (feet)  COMP
 PP0865  MODELED GRAV-     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.No horizontal observational check was made to the station.
 PP0865
 PP0865.The orthometric height was determined by differential leveling
 PP0865.and adjusted by the National Geodetic Survey in June 1991..
 PP0865
 PP0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP0865
 PP0865.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP0865;SPC MN S     -   293,504.890   856,746.600   MT  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     -   0.99995670  x   0.99993063  =   0.99988733
 PP0865!UTM  15      -   0.99995670  x   0.99960619  =   0.99956290
 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: 15TVK7755754029(NAD 83)
 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: MNDT  
 PP0865_PROJECTION: FLUSH
 PP0865_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0865+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1992
 PP0865
 PP0865  HISTORY     - Date     Condition        Report By
 PP0865  HISTORY     - 1970     MONUMENTED       MNDT
 PP0865  HISTORY     - 1972     GOOD             MNDT
 PP0865  HISTORY     - 19881019 GOOD             MNDT
 PP0865  HISTORY     - 1990     GOOD             USPSQD
 PP0865  HISTORY     - 19920924 SEE DESCRIPTION  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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0864 ***********************************************************************
 PP0864  DESIGNATION -  1981 B
 PP0864  PID         -  PP0864
 PP0864  STATE/COUNTY-  MN/DAKOTA
 PP0864  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0864
 PP0864                         *CURRENT SURVEY CONTROL
 PP0864  ___________________________________________________________________
 PP0864* NAD 83(1986)-  44 44 43.     (N)    093 16 59.     (W)     SCALED    
 PP0864* NAVD 88     -       313.416  (meters)    1028.27   (feet)  ADJUSTED  
 PP0864  ___________________________________________________________________
 PP0864  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 PP0864  DYNAMIC HT  -         313.401 (meters)    1028.22  (feet)  COMP
 PP0864  MODELED GRAV-     980,558.5   (mgal)                       NAVD 88
 PP0864
 PP0864  VERT ORDER  -  SECOND    CLASS 0
 PP0864
 PP0864.The horizontal coordinates were scaled from a topographic map and have
 PP0864.an estimated accuracy of +/- 6 seconds.
 PP0864
 PP0864.The orthometric height was determined by differential leveling
 PP0864.and adjusted by the National Geodetic Survey in June 1991..
 PP0864
 PP0864.The geoid height was determined by GEOID03.
 PP0864
 PP0864.The dynamic height is computed by dividing the NAVD 88
 PP0864.geopotential number by the normal gravity value computed on the
 PP0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0864.degrees latitude (g = 980.6199 gals.).
 PP0864
 PP0864.The modeled gravity was interpolated from observed gravity values.
 PP0864
 PP0864;                    North         East    Units  Estimated Accuracy
 PP0864;SPC MN S     -   294,170.      856,770.      MT  (+/- 180 meters Scaled)
 PP0864
 PP0864                          SUPERSEDED SURVEY CONTROL
 PP0864
 PP0864  NGVD 29 (??/??/92)  313.348  (m)         1028.04   (f) ADJ UNCH    2 0
 PP0864
 PP0864.Superseded values are not recommended for survey control.
 PP0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0864.See file dsdata.txt to determine how the superseded data were derived.
 PP0864
 PP0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK775546(NAD 83)
 PP0864_MARKER: DB = BENCH MARK DISK
 PP0864_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0864_SP_SET: BRIDGE ABUTMENT
 PP0864_STAMPING: 1981 B 1972
 PP0864_MARK LOGO: MNDT  
 PP0864_PROJECTION: FLUSH
 PP0864_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0864
 PP0864  HISTORY     - Date     Condition        Report By
 PP0864  HISTORY     - 1972     MONUMENTED       MNDT
 PP0864  HISTORY     - 1972     GOOD             MNDT
 PP0864  HISTORY     - 1981     GOOD             MNDT
 PP0864  HISTORY     - 19881019 GOOD             MNDT
 PP0864  HISTORY     - 1990     GOOD             USPSQD
 PP0864
 PP0864                          STATION DESCRIPTION
 PP0864
 PP0864'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0864'IN BURNSVILLE.
 PP0864'1.9 MILES SOUTH ALONG FAI 35W FROM THE JUNCTION OF FAI 35W AND T.H. 13
 PP0864'IN BURNSVILLE, IN THE SOUTHEAST CORNER OF BRIDGE NO. 19862, COUNTY
 PP0864'ROAD 42 OVER FAI 35W.  N.E. 1/4, SEC 25, T115N, R 24W.
 PP0864
 PP0864                          STATION RECOVERY (1981)
 PP0864
 PP0864'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (TRM)
 PP0864'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN LINE 110, 1.9
 PP0864'MILES SOUTH ALONG INTERSTATE 35W FROM ITS JUNCTION WITH TRUNK HIGHWAY
 PP0864'13 IN BURNSVILLE, IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 19862
 PP0864'(COUNTY ROAD 42 OVER INTERSTATE 35W).  THE MARK, A STANDARD MNDT BENCH
 PP0864'MARK DISK STAMPED---1981 B 1972---, IS ABOUT 1 FOOT BELOW THE LEVEL OF
 PP0864'THE HIGHWAY.
 PP0864
 PP0864                          STATION RECOVERY (1988)
 PP0864
 PP0864'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP0864'IN THE CITY OF BLOOMINGTON, AT THE JUNCTION OF INTERSTATE HIGHWAYS 35E
 PP0864'AND COUNTY ROAD 42, AND IN THE NE 1/4 OF SECTION 25, T115N, R21W.  THE
 PP0864'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1981 B 1972---, IS SET
 PP0864'IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 19862 (COUNTY ROAD 42 OVER
 PP0864'HIGHWAY 35W).
 PP0864
 PP0864                          STATION RECOVERY (1990)
 PP0864
 PP0864'RECOVERY NOTE BY US POWER SQUADRON 1990 (GS)
 PP0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0863 ***********************************************************************
 PP0863  DESIGNATION -  1981 C
 PP0863  PID         -  PP0863
 PP0863  STATE/COUNTY-  MN/DAKOTA
 PP0863  USGS QUAD   -  BLOOMINGTON (1997)
 PP0863
 PP0863                         *CURRENT SURVEY CONTROL
 PP0863  ___________________________________________________________________
 PP0863* NAD 83(1986)-  44 45 12.     (N)    093 17 12.     (W)     SCALED    
 PP0863* NAVD 88     -       301.078  (meters)     987.79   (feet)  ADJUSTED  
 PP0863  ___________________________________________________________________
 PP0863  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 PP0863  DYNAMIC HT  -         301.065 (meters)     987.74  (feet)  COMP
 PP0863  MODELED GRAV-     980,564.2   (mgal)                       NAVD 88
 PP0863
 PP0863  VERT ORDER  -  SECOND    CLASS 0
 PP0863
 PP0863.The horizontal coordinates were scaled from a topographic map and have
 PP0863.an estimated accuracy of +/- 6 seconds.
 PP0863
 PP0863.The orthometric height was determined by differential leveling
 PP0863.and adjusted by the National Geodetic Survey in June 1991..
 PP0863
 PP0863.The geoid height was determined by GEOID03.
 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     -   295,060.      856,480.      MT  (+/- 180 meters Scaled)
 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: 15TVK773555(NAD 83)
 PP0863_MARKER: DD = SURVEY 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0863+STABILITY: SURFACE MOTION
 PP0863
 PP0863  HISTORY     - Date     Condition        Report By
 PP0863  HISTORY     - 1972     MONUMENTED       MNDT
 PP0863  HISTORY     - 1972     GOOD             MNDT
 PP0863  HISTORY     - 1981     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0857 ***********************************************************************
 PP0857  DESIGNATION -  1981 E
 PP0857  PID         -  PP0857
 PP0857  STATE/COUNTY-  MN/DAKOTA
 PP0857  USGS QUAD   -  BLOOMINGTON (1997)
 PP0857
 PP0857                         *CURRENT SURVEY CONTROL
 PP0857  ___________________________________________________________________
 PP0857* NAD 83(1986)-  44 46 11.     (N)    093 17 18.     (W)     SCALED    
 PP0857* NAVD 88     -       279.183  (meters)     915.95   (feet)  ADJUSTED  
 PP0857  ___________________________________________________________________
 PP0857  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 PP0857  DYNAMIC HT  -         279.173 (meters)     915.92  (feet)  COMP
 PP0857  MODELED GRAV-     980,574.6   (mgal)                       NAVD 88
 PP0857
 PP0857  VERT ORDER  -  SECOND    CLASS 0
 PP0857
 PP0857.The horizontal coordinates were scaled from a topographic map and have
 PP0857.an estimated accuracy of +/- 6 seconds.
 PP0857
 PP0857.The orthometric height was determined by differential leveling
 PP0857.and adjusted by the National Geodetic Survey in June 1991..
 PP0857
 PP0857.The geoid height was determined by GEOID03.
 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     -   296,880.      856,330.      MT  (+/- 180 meters Scaled)
 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: 15TVK771574(NAD 83)
 PP0857_MARKER: DD = SURVEY DISK
 PP0857_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0857_SP_SET: BRIDGE
 PP0857_STAMPING: 1981 E 1970
 PP0857_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0857+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2002
 PP0857
 PP0857  HISTORY     - Date     Condition        Report By
 PP0857  HISTORY     - 1970     MONUMENTED       MNDT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0854 ***********************************************************************
 PP0854  DESIGNATION -  1981 F 1
 PP0854  PID         -  PP0854
 PP0854  STATE/COUNTY-  MN/DAKOTA
 PP0854  USGS QUAD   -  BLOOMINGTON (1997)
 PP0854
 PP0854                         *CURRENT SURVEY CONTROL
 PP0854  ___________________________________________________________________
 PP0854* NAD 83(1986)-  44 46 30.     (N)    093 17 17.     (W)     SCALED    
 PP0854* NAVD 88     -       255.016  (meters)     836.66   (feet)  ADJUSTED  
 PP0854  ___________________________________________________________________
 PP0854  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 PP0854  DYNAMIC HT  -         255.008 (meters)     836.64  (feet)  COMP
 PP0854  MODELED GRAV-     980,577.7   (mgal)                       NAVD 88
 PP0854
 PP0854  VERT ORDER  -  SECOND    CLASS 0
 PP0854
 PP0854.The horizontal coordinates were scaled from a topographic map and have
 PP0854.an estimated accuracy of +/- 6 seconds.
 PP0854
 PP0854.The orthometric height was determined by differential leveling
 PP0854.and adjusted by the National Geodetic Survey in September 1997..
 PP0854
 PP0854.The geoid height was determined by GEOID03.
 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     -   297,470.      856,350.      MT  (+/- 180 meters Scaled)
 PP0854
 PP0854                          SUPERSEDED SURVEY CONTROL
 PP0854
 PP0854  NAVD 88 (06/15/91)  255.012  (m)          836.65   (f) UNKNOWN     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: 15TVK772579(NAD 83)
 PP0854_MARKER: DD = SURVEY DISK
 PP0854_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0854_SP_SET: BRIDGE
 PP0854_STAMPING: 1981 F 1 1970
 PP0854_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0854
 PP0854  HISTORY     - Date     Condition        Report By
 PP0854  HISTORY     - 1970     MONUMENTED       MNDT
 PP0854  HISTORY     - 1972     GOOD             MNDT
 PP0854  HISTORY     - 1980     GOOD             MNDT
 PP0854  HISTORY     - 1990     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0855 ***********************************************************************
 PP0855  DESIGNATION -  1981 F 2
 PP0855  PID         -  PP0855
 PP0855  STATE/COUNTY-  MN/DAKOTA
 PP0855  USGS QUAD   -  BLOOMINGTON (1997)
 PP0855
 PP0855                         *CURRENT SURVEY CONTROL
 PP0855  ___________________________________________________________________
 PP0855* NAD 83(1986)-  44 46 32.     (N)    093 17 19.     (W)     SCALED    
 PP0855* NAVD 88     -       254.103  (meters)     833.67   (feet)  ADJUSTED  
 PP0855  ___________________________________________________________________
 PP0855  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 PP0855  DYNAMIC HT  -         254.095 (meters)     833.64  (feet)  COMP
 PP0855  MODELED GRAV-     980,577.9   (mgal)                       NAVD 88
 PP0855
 PP0855  VERT ORDER  -  SECOND    CLASS 0
 PP0855
 PP0855.The horizontal coordinates were scaled from a topographic map and have
 PP0855.an estimated accuracy of +/- 6 seconds.
 PP0855
 PP0855.The orthometric height was determined by differential leveling
 PP0855.and adjusted by the National Geodetic Survey in September 1997..
 PP0855
 PP0855.The geoid height was determined by GEOID03.
 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     -   297,530.      856,310.      MT  (+/- 180 meters Scaled)
 PP0855
 PP0855                          SUPERSEDED SURVEY CONTROL
 PP0855
 PP0855  NAVD 88 (06/15/91)  254.101  (m)          833.66   (f) UNKNOWN     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: 15TVK771580(NAD 83)
 PP0855_MARKER: DD = SURVEY DISK
 PP0855_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0855_SP_SET: BRIDGE
 PP0855_STAMPING: 1981 F 2 1970
 PP0855_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0855
 PP0855  HISTORY     - Date     Condition        Report By
 PP0855  HISTORY     - 1970     MONUMENTED       MNDT
 PP0855  HISTORY     - 1972     GOOD             MNDT
 PP0855  HISTORY     - 1980     GOOD             MNDT
 PP0855  HISTORY     - 1990     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4328 ***********************************************************************
 AH4328  DESIGNATION -  1982 AB
 AH4328  PID         -  AH4328
 AH4328  STATE/COUNTY-  MN/DAKOTA
 AH4328  USGS QUAD   -  ORCHARD LAKE (1993)
 AH4328
 AH4328                         *CURRENT SURVEY CONTROL
 AH4328  ___________________________________________________________________
 AH4328* NAD 83(1986)-  44 44 12.     (N)    093 17 03.     (W)     SCALED    
 AH4328* NAVD 88     -       300.511  (meters)     985.93   (feet)  ADJUSTED  
 AH4328  ___________________________________________________________________
 AH4328  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AH4328  DYNAMIC HT  -         300.494 (meters)     985.87  (feet)  COMP
 AH4328  MODELED GRAV-     980,553.2   (mgal)                       NAVD 88
 AH4328
 AH4328  VERT ORDER  -  SECOND    CLASS I
 AH4328
 AH4328.The horizontal coordinates were scaled from a topographic map and have
 AH4328.an estimated accuracy of +/- 6 seconds.
 AH4328
 AH4328.The orthometric height was determined by differential leveling
 AH4328.and adjusted by the National Geodetic Survey in June 2000..
 AH4328
 AH4328.The geoid height was determined by GEOID03.
 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     -   293,210.      856,690.      MT  (+/- 180 meters Scaled)
 AH4328
 AH4328                          SUPERSEDED SURVEY CONTROL
 AH4328
 AH4328.No superseded survey control is available for this station.
 AH4328
 AH4328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK775537(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4328
 AH4328  HISTORY     - Date     Condition        Report By
 AH4328  HISTORY     - 1981     MONUMENTED       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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4329 ***********************************************************************
 AH4329  DESIGNATION -  1982 AB 1
 AH4329  PID         -  AH4329
 AH4329  STATE/COUNTY-  MN/DAKOTA
 AH4329  USGS QUAD   -  ORCHARD LAKE (1993)
 AH4329
 AH4329                         *CURRENT SURVEY CONTROL
 AH4329  ___________________________________________________________________
 AH4329* NAD 83(1986)-  44 44 18.     (N)    093 17 03.     (W)     SCALED    
 AH4329* NAVD 88     -       301.236  (meters)     988.31   (feet)  ADJUSTED  
 AH4329  ___________________________________________________________________
 AH4329  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AH4329  DYNAMIC HT  -         301.220 (meters)     988.25  (feet)  COMP
 AH4329  MODELED GRAV-     980,554.2   (mgal)                       NAVD 88
 AH4329
 AH4329  VERT ORDER  -  SECOND    CLASS I
 AH4329
 AH4329.The horizontal coordinates were scaled from a topographic map and have
 AH4329.an estimated accuracy of +/- 6 seconds.
 AH4329
 AH4329.The orthometric height was determined by differential leveling
 AH4329.and adjusted by the National Geodetic Survey in June 2000..
 AH4329
 AH4329.The geoid height was determined by GEOID03.
 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     -   293,400.      856,690.      MT  (+/- 180 meters Scaled)
 AH4329
 AH4329                          SUPERSEDED SURVEY CONTROL
 AH4329
 AH4329.No superseded survey control is available for this station.
 AH4329
 AH4329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK775539(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4329
 AH4329  HISTORY     - Date     Condition        Report By
 AH4329  HISTORY     - 1988     MONUMENTED       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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4330 ***********************************************************************
 AH4330  DESIGNATION -  1982 AC
 AH4330  PID         -  AH4330
 AH4330  STATE/COUNTY-  MN/DAKOTA
 AH4330  USGS QUAD   -  ORCHARD LAKE (1993)
 AH4330
 AH4330                         *CURRENT SURVEY CONTROL
 AH4330  ___________________________________________________________________
 AH4330* NAD 83(1986)-  44 44 34.     (N)    093 16 38.     (W)     SCALED    
 AH4330* NAVD 88     -       312.439  (meters)    1025.06   (feet)  ADJUSTED  
 AH4330  ___________________________________________________________________
 AH4330  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AH4330  DYNAMIC HT  -         312.423 (meters)    1025.01  (feet)  COMP
 AH4330  MODELED GRAV-     980,556.2   (mgal)                       NAVD 88
 AH4330
 AH4330  VERT ORDER  -  SECOND    CLASS I
 AH4330
 AH4330.The horizontal coordinates were scaled from a topographic map and have
 AH4330.an estimated accuracy of +/- 6 seconds.
 AH4330
 AH4330.The orthometric height was determined by differential leveling
 AH4330.and adjusted by the National Geodetic Survey in June 2000..
 AH4330
 AH4330.The geoid height was determined by GEOID03.
 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     -   293,900.      857,240.      MT  (+/- 180 meters Scaled)
 AH4330
 AH4330                          SUPERSEDED SURVEY CONTROL
 AH4330
 AH4330.No superseded survey control is available for this station.
 AH4330
 AH4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK780544(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4330
 AH4330  HISTORY     - Date     Condition        Report By
 AH4330  HISTORY     - 1981     MONUMENTED       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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4332 ***********************************************************************
 AH4332  DESIGNATION -  1982 AD
 AH4332  PID         -  AH4332
 AH4332  STATE/COUNTY-  MN/DAKOTA
 AH4332  USGS QUAD   -  ORCHARD LAKE (1993)
 AH4332
 AH4332                         *CURRENT SURVEY CONTROL
 AH4332  ___________________________________________________________________
 AH4332* NAD 83(1986)-  44 44 57.     (N)    093 16 08.     (W)     SCALED    
 AH4332* NAVD 88     -       323.150  (meters)    1060.20   (feet)  ADJUSTED  
 AH4332  ___________________________________________________________________
 AH4332  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AH4332  DYNAMIC HT  -         323.134 (meters)    1060.15  (feet)  COMP
 AH4332  MODELED GRAV-     980,558.8   (mgal)                       NAVD 88
 AH4332
 AH4332  VERT ORDER  -  SECOND    CLASS I
 AH4332
 AH4332.The horizontal coordinates were scaled from a topographic map and have
 AH4332.an estimated accuracy of +/- 6 seconds.
 AH4332
 AH4332.The orthometric height was determined by differential leveling
 AH4332.and adjusted by the National Geodetic Survey in June 2000..
 AH4332.No vertical observational check was made to the station.
 AH4332
 AH4332.The geoid height was determined by GEOID03.
 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     -   294,610.      857,890.      MT  (+/- 180 meters Scaled)
 AH4332
 AH4332                          SUPERSEDED SURVEY CONTROL
 AH4332
 AH4332.No superseded survey control is available for this station.
 AH4332
 AH4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK787551(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4332+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4331 ***********************************************************************
 AH4331  DESIGNATION -  1982 AD 1
 AH4331  PID         -  AH4331
 AH4331  STATE/COUNTY-  MN/DAKOTA
 AH4331  USGS QUAD   -  ORCHARD LAKE (1993)
 AH4331
 AH4331                         *CURRENT SURVEY CONTROL
 AH4331  ___________________________________________________________________
 AH4331* NAD 83(1986)-  44 44 57.     (N)    093 16 07.     (W)     SCALED    
 AH4331* NAVD 88     -       315.928  (meters)    1036.51   (feet)  ADJUSTED  
 AH4331  ___________________________________________________________________
 AH4331  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AH4331  DYNAMIC HT  -         315.913 (meters)    1036.46  (feet)  COMP
 AH4331  MODELED GRAV-     980,558.7   (mgal)                       NAVD 88
 AH4331
 AH4331  VERT ORDER  -  SECOND    CLASS I
 AH4331
 AH4331.The horizontal coordinates were scaled from a topographic map and have
 AH4331.an estimated accuracy of +/- 6 seconds.
 AH4331
 AH4331.The orthometric height was determined by differential leveling
 AH4331.and adjusted by the National Geodetic Survey in June 2000..
 AH4331
 AH4331.The geoid height was determined by GEOID03.
 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     -   294,610.      857,910.      MT  (+/- 180 meters Scaled)
 AH4331
 AH4331                          SUPERSEDED SURVEY CONTROL
 AH4331
 AH4331.No superseded survey control is available for this station.
 AH4331
 AH4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK787551(NAD 83)
 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: FLUSH
 AH4331_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4331
 AH4331  HISTORY     - Date     Condition        Report By
 AH4331  HISTORY     - 1989     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4333 ***********************************************************************
 AH4333  DESIGNATION -  1982 AE
 AH4333  PID         -  AH4333
 AH4333  STATE/COUNTY-  MN/DAKOTA
 AH4333  USGS QUAD   -  ORCHARD LAKE (1993)
 AH4333
 AH4333                         *CURRENT SURVEY CONTROL
 AH4333  ___________________________________________________________________
 AH4333* NAD 83(1986)-  44 44 50.     (N)    093 16 08.     (W)     SCALED    
 AH4333* NAVD 88     -       325.046  (meters)    1066.42   (feet)  ADJUSTED  
 AH4333  ___________________________________________________________________
 AH4333  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AH4333  DYNAMIC HT  -         325.030 (meters)    1066.37  (feet)  COMP
 AH4333  MODELED GRAV-     980,557.7   (mgal)                       NAVD 88
 AH4333
 AH4333  VERT ORDER  -  SECOND    CLASS I
 AH4333
 AH4333.The horizontal coordinates were scaled from a topographic map and have
 AH4333.an estimated accuracy of +/- 6 seconds.
 AH4333
 AH4333.The orthometric height was determined by differential leveling
 AH4333.and adjusted by the National Geodetic Survey in June 2000..
 AH4333.No vertical observational check was made to the station.
 AH4333
 AH4333.The geoid height was determined by GEOID03.
 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     -   294,400.      857,890.      MT  (+/- 180 meters Scaled)
 AH4333
 AH4333                          SUPERSEDED SURVEY CONTROL
 AH4333
 AH4333.No superseded survey control is available for this station.
 AH4333
 AH4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK787549(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4333+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2002
 AH4333
 AH4333  HISTORY     - Date     Condition        Report By
 AH4333  HISTORY     - 1981     MONUMENTED       MNDT
 AH4333  HISTORY     - 20021118 GOOD             USPSQD
 AH4333  HISTORY     - 20051129 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4336 ***********************************************************************
 AH4336  DESIGNATION -  1982 AF
 AH4336  PID         -  AH4336
 AH4336  STATE/COUNTY-  MN/DAKOTA
 AH4336  USGS QUAD   -  BLOOMINGTON (1997)
 AH4336
 AH4336                         *CURRENT SURVEY CONTROL
 AH4336  ___________________________________________________________________
 AH4336* NAD 83(1986)-  44 45 13.     (N)    093 15 44.     (W)     SCALED    
 AH4336* NAVD 88     -       325.063  (meters)    1066.48   (feet)  ADJUSTED  
 AH4336  ___________________________________________________________________
 AH4336  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AH4336  DYNAMIC HT  -         325.048 (meters)    1066.43  (feet)  COMP
 AH4336  MODELED GRAV-     980,560.0   (mgal)                       NAVD 88
 AH4336
 AH4336  VERT ORDER  -  SECOND    CLASS I
 AH4336
 AH4336.The horizontal coordinates were scaled from a topographic map and have
 AH4336.an estimated accuracy of +/- 6 seconds.
 AH4336
 AH4336.The orthometric height was determined by differential leveling
 AH4336.and adjusted by the National Geodetic Survey in June 2000..
 AH4336.No vertical observational check was made to the station.
 AH4336
 AH4336.The geoid height was determined by GEOID03.
 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     -   295,110.      858,420.      MT  (+/- 180 meters Scaled)
 AH4336
 AH4336                          SUPERSEDED SURVEY CONTROL
 AH4336
 AH4336.No superseded survey control is available for this station.
 AH4336
 AH4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK792556(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4335 ***********************************************************************
 AH4335  DESIGNATION -  1982 AG
 AH4335  PID         -  AH4335
 AH4335  STATE/COUNTY-  MN/DAKOTA
 AH4335  USGS QUAD   -  BLOOMINGTON (1997)
 AH4335
 AH4335                         *CURRENT SURVEY CONTROL
 AH4335  ___________________________________________________________________
 AH4335* NAD 83(1986)-  44 45 13.     (N)    093 15 31.     (W)     SCALED    
 AH4335* NAVD 88     -       321.754  (meters)    1055.62   (feet)  ADJUSTED  
 AH4335  ___________________________________________________________________
 AH4335  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AH4335  DYNAMIC HT  -         321.739 (meters)    1055.57  (feet)  COMP
 AH4335  MODELED GRAV-     980,559.2   (mgal)                       NAVD 88
 AH4335
 AH4335  VERT ORDER  -  SECOND    CLASS I
 AH4335
 AH4335.The horizontal coordinates were scaled from a topographic map and have
 AH4335.an estimated accuracy of +/- 6 seconds.
 AH4335
 AH4335.The orthometric height was determined by differential leveling
 AH4335.and adjusted by the National Geodetic Survey in June 2000..
 AH4335.No vertical observational check was made to the station.
 AH4335
 AH4335.The geoid height was determined by GEOID03.
 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     -   295,110.      858,700.      MT  (+/- 180 meters Scaled)
 AH4335
 AH4335                          SUPERSEDED SURVEY CONTROL
 AH4335
 AH4335.No superseded survey control is available for this station.
 AH4335
 AH4335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK795556(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4335+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2002
 AH4335
 AH4335  HISTORY     - Date     Condition        Report By
 AH4335  HISTORY     - 1981     MONUMENTED       MNDT
 AH4335  HISTORY     - 20021105 GOOD             USPSQD
 AH4335  HISTORY     - 20051129 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4334 ***********************************************************************
 AH4334  DESIGNATION -  1982 AG 1
 AH4334  PID         -  AH4334
 AH4334  STATE/COUNTY-  MN/DAKOTA
 AH4334  USGS QUAD   -  BLOOMINGTON (1997)
 AH4334
 AH4334                         *CURRENT SURVEY CONTROL
 AH4334  ___________________________________________________________________
 AH4334* NAD 83(1986)-  44 45 13.     (N)    093 15 31.     (W)     SCALED    
 AH4334* NAVD 88     -       313.474  (meters)    1028.46   (feet)  ADJUSTED  
 AH4334  ___________________________________________________________________
 AH4334  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AH4334  DYNAMIC HT  -         313.459 (meters)    1028.41  (feet)  COMP
 AH4334  MODELED GRAV-     980,559.2   (mgal)                       NAVD 88
 AH4334
 AH4334  VERT ORDER  -  SECOND    CLASS I
 AH4334
 AH4334.The horizontal coordinates were scaled from a topographic map and have
 AH4334.an estimated accuracy of +/- 6 seconds.
 AH4334
 AH4334.The orthometric height was determined by differential leveling
 AH4334.and adjusted by the National Geodetic Survey in June 2000..
 AH4334
 AH4334.The geoid height was determined by GEOID03.
 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     -   295,110.      858,700.      MT  (+/- 180 meters Scaled)
 AH4334
 AH4334                          SUPERSEDED SURVEY CONTROL
 AH4334
 AH4334.No superseded survey control is available for this station.
 AH4334
 AH4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK795556(NAD 83)
 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
 AH4334  HISTORY     - Date     Condition        Report By
 AH4334  HISTORY     - 1989     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4338 ***********************************************************************
 AH4338  DESIGNATION -  1982 AH
 AH4338  PID         -  AH4338
 AH4338  STATE/COUNTY-  MN/DAKOTA
 AH4338  USGS QUAD   -  ST PAUL SW (1993)
 AH4338
 AH4338                         *CURRENT SURVEY CONTROL
 AH4338  ___________________________________________________________________
 AH4338* NAD 83(1986)-  44 45 35.     (N)    093 14 56.     (W)     SCALED    
 AH4338* NAVD 88     -       309.816  (meters)    1016.45   (feet)  ADJUSTED  
 AH4338  ___________________________________________________________________
 AH4338  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AH4338  DYNAMIC HT  -         309.801 (meters)    1016.41  (feet)  COMP
 AH4338  MODELED GRAV-     980,560.1   (mgal)                       NAVD 88
 AH4338
 AH4338  VERT ORDER  -  SECOND    CLASS I
 AH4338
 AH4338.The horizontal coordinates were scaled from a topographic map and have
 AH4338.an estimated accuracy of +/- 6 seconds.
 AH4338
 AH4338.The orthometric height was determined by differential leveling
 AH4338.and adjusted by the National Geodetic Survey in June 2000..
 AH4338
 AH4338.The geoid height was determined by GEOID03.
 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     -   295,800.      859,470.      MT  (+/- 180 meters Scaled)
 AH4338
 AH4338                          SUPERSEDED SURVEY CONTROL
 AH4338
 AH4338.No superseded survey control is available for this station.
 AH4338
 AH4338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK803562(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4338+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2002
 AH4338
 AH4338  HISTORY     - Date     Condition        Report By
 AH4338  HISTORY     - 1981     MONUMENTED       MNDT
 AH4338  HISTORY     - 20021201 GOOD             USPSQD
 AH4338  HISTORY     - 20051129 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4337 ***********************************************************************
 AH4337  DESIGNATION -  1982 AJ
 AH4337  PID         -  AH4337
 AH4337  STATE/COUNTY-  MN/DAKOTA
 AH4337  USGS QUAD   -  ST PAUL SW (1993)
 AH4337
 AH4337                         *CURRENT SURVEY CONTROL
 AH4337  ___________________________________________________________________
 AH4337* NAD 83(1986)-  44 45 32.     (N)    093 14 56.     (W)     SCALED    
 AH4337* NAVD 88     -       309.774  (meters)    1016.32   (feet)  ADJUSTED  
 AH4337  ___________________________________________________________________
 AH4337  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AH4337  DYNAMIC HT  -         309.759 (meters)    1016.27  (feet)  COMP
 AH4337  MODELED GRAV-     980,559.7   (mgal)                       NAVD 88
 AH4337
 AH4337  VERT ORDER  -  SECOND    CLASS I
 AH4337
 AH4337.The horizontal coordinates were scaled from a topographic map and have
 AH4337.an estimated accuracy of +/- 6 seconds.
 AH4337
 AH4337.The orthometric height was determined by differential leveling
 AH4337.and adjusted by the National Geodetic Survey in June 2000..
 AH4337
 AH4337.The geoid height was determined by GEOID03.
 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     -   295,710.      859,470.      MT  (+/- 180 meters Scaled)
 AH4337
 AH4337                          SUPERSEDED SURVEY CONTROL
 AH4337
 AH4337.No superseded survey control is available for this station.
 AH4337
 AH4337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK803561(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4337+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2002
 AH4337
 AH4337  HISTORY     - Date     Condition        Report By
 AH4337  HISTORY     - 1981     MONUMENTED       MNDT
 AH4337  HISTORY     - 20021201 GOOD             USPSQD
 AH4337  HISTORY     - 20051129 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4340 ***********************************************************************
 AH4340  DESIGNATION -  1982 AK
 AH4340  PID         -  AH4340
 AH4340  STATE/COUNTY-  MN/DAKOTA
 AH4340  USGS QUAD   -  ST PAUL SW (1993)
 AH4340
 AH4340                         *CURRENT SURVEY CONTROL
 AH4340  ___________________________________________________________________
 AH4340* NAD 83(1986)-  44 45 33.     (N)    093 14 54.     (W)     SCALED    
 AH4340* NAVD 88     -       310.139  (meters)    1017.51   (feet)  ADJUSTED  
 AH4340  ___________________________________________________________________
 AH4340  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AH4340  DYNAMIC HT  -         310.124 (meters)    1017.47  (feet)  COMP
 AH4340  MODELED GRAV-     980,559.7   (mgal)                       NAVD 88
 AH4340
 AH4340  VERT ORDER  -  SECOND    CLASS I
 AH4340
 AH4340.The horizontal coordinates were scaled from a topographic map and have
 AH4340.an estimated accuracy of +/- 6 seconds.
 AH4340
 AH4340.The orthometric height was determined by differential leveling
 AH4340.and adjusted by the National Geodetic Survey in June 2000..
 AH4340
 AH4340.The geoid height was determined by GEOID03.
 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     -   295,740.      859,510.      MT  (+/- 180 meters Scaled)
 AH4340
 AH4340                          SUPERSEDED SURVEY CONTROL
 AH4340
 AH4340.No superseded survey control is available for this station.
 AH4340
 AH4340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK803562(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4340+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2002
 AH4340
 AH4340  HISTORY     - Date     Condition        Report By
 AH4340  HISTORY     - 1981     MONUMENTED       MNDT
 AH4340  HISTORY     - 20021201 GOOD             USPSQD
 AH4340  HISTORY     - 20051129 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4339 ***********************************************************************
 AH4339  DESIGNATION -  1982 AL
 AH4339  PID         -  AH4339
 AH4339  STATE/COUNTY-  MN/DAKOTA
 AH4339  USGS QUAD   -  ST PAUL SW (1993)
 AH4339
 AH4339                         *CURRENT SURVEY CONTROL
 AH4339  ___________________________________________________________________
 AH4339* NAD 83(1986)-  44 45 36.     (N)    093 14 54.     (W)     SCALED    
 AH4339* NAVD 88     -       310.145  (meters)    1017.53   (feet)  ADJUSTED  
 AH4339  ___________________________________________________________________
 AH4339  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AH4339  DYNAMIC HT  -         310.131 (meters)    1017.49  (feet)  COMP
 AH4339  MODELED GRAV-     980,560.1   (mgal)                       NAVD 88
 AH4339
 AH4339  VERT ORDER  -  SECOND    CLASS I
 AH4339
 AH4339.The horizontal coordinates were scaled from a topographic map and have
 AH4339.an estimated accuracy of +/- 6 seconds.
 AH4339
 AH4339.The orthometric height was determined by differential leveling
 AH4339.and adjusted by the National Geodetic Survey in June 2000..
 AH4339
 AH4339.The geoid height was determined by GEOID03.
 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     -   295,830.      859,510.      MT  (+/- 180 meters Scaled)
 AH4339
 AH4339                          SUPERSEDED SURVEY CONTROL
 AH4339
 AH4339.No superseded survey control is available for this station.
 AH4339
 AH4339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK803563(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4339+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2002
 AH4339
 AH4339  HISTORY     - Date     Condition        Report By
 AH4339  HISTORY     - 1981     MONUMENTED       MNDT
 AH4339  HISTORY     - 20021201 GOOD             USPSQD
 AH4339  HISTORY     - 20051129 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4341 ***********************************************************************
 AH4341  DESIGNATION -  1982 AM
 AH4341  PID         -  AH4341
 AH4341  STATE/COUNTY-  MN/DAKOTA
 AH4341  USGS QUAD   -  ST PAUL SW (1993)
 AH4341
 AH4341                         *CURRENT SURVEY CONTROL
 AH4341  ___________________________________________________________________
 AH4341* NAD 83(1986)-  44 46 03.     (N)    093 14 14.     (W)     SCALED    
 AH4341* NAVD 88     -       298.458  (meters)     979.19   (feet)  ADJUSTED  
 AH4341  ___________________________________________________________________
 AH4341  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AH4341  DYNAMIC HT  -         298.443 (meters)     979.14  (feet)  COMP
 AH4341  MODELED GRAV-     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
 AH4341.and adjusted by the National Geodetic Survey in June 2000..
 AH4341
 AH4341.The geoid height was determined by GEOID03.
 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.      860,380.      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_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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4343 ***********************************************************************
 AH4343  DESIGNATION -  1982 AN
 AH4343  PID         -  AH4343
 AH4343  STATE/COUNTY-  MN/DAKOTA
 AH4343  USGS QUAD   -  ST PAUL SW (1993)
 AH4343
 AH4343                         *CURRENT SURVEY CONTROL
 AH4343  ___________________________________________________________________
 AH4343* NAD 83(1986)-  44 46 41.     (N)    093 13 02.     (W)     SCALED    
 AH4343* NAVD 88     -       310.439  (meters)    1018.50   (feet)  ADJUSTED  
 AH4343  ___________________________________________________________________
 AH4343  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AH4343  DYNAMIC HT  -         310.425 (meters)    1018.45  (feet)  COMP
 AH4343  MODELED GRAV-     980,560.6   (mgal)                       NAVD 88
 AH4343
 AH4343  VERT ORDER  -  SECOND    CLASS I
 AH4343
 AH4343.The horizontal coordinates were scaled from a topographic map and have
 AH4343.an estimated accuracy of +/- 6 seconds.
 AH4343
 AH4343.The orthometric height was determined by differential leveling
 AH4343.and adjusted by the National Geodetic Survey in June 2000..
 AH4343
 AH4343.The geoid height was determined by GEOID03.
 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     -   297,860.      861,950.      MT  (+/- 180 meters Scaled)
 AH4343
 AH4343                          SUPERSEDED SURVEY CONTROL
 AH4343
 AH4343.No superseded survey control is available for this station.
 AH4343
 AH4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK828583(NAD 83)
 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 SUITABLE FOR
 AH4343+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 AH4343
 AH4343  HISTORY     - Date     Condition        Report By
 AH4343  HISTORY     - 1981     MONUMENTED       MNDT
 AH4343  HISTORY     - 20040915 GOOD             USPSQD
 AH4343  HISTORY     - 20051129 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4344 ***********************************************************************
 AH4344  DESIGNATION -  1982 AP
 AH4344  PID         -  AH4344
 AH4344  STATE/COUNTY-  MN/DAKOTA
 AH4344  USGS QUAD   -  ST PAUL SW (1993)
 AH4344
 AH4344                         *CURRENT SURVEY CONTROL
 AH4344  ___________________________________________________________________
 AH4344* NAD 83(1986)-  44 46 42.     (N)    093 13 00.     (W)     SCALED    
 AH4344* NAVD 88     -       309.934  (meters)    1016.84   (feet)  ADJUSTED  
 AH4344  ___________________________________________________________________
 AH4344  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AH4344  DYNAMIC HT  -         309.920 (meters)    1016.80  (feet)  COMP
 AH4344  MODELED GRAV-     980,560.5   (mgal)                       NAVD 88
 AH4344
 AH4344  VERT ORDER  -  SECOND    CLASS I
 AH4344
 AH4344.The horizontal coordinates were scaled from a topographic map and have
 AH4344.an estimated accuracy of +/- 6 seconds.
 AH4344
 AH4344.The orthometric height was determined by differential leveling
 AH4344.and adjusted by the National Geodetic Survey in June 2000..
 AH4344
 AH4344.The geoid height was determined by GEOID03.
 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     -   297,890.      862,000.      MT  (+/- 180 meters Scaled)
 AH4344
 AH4344                          SUPERSEDED SURVEY CONTROL
 AH4344
 AH4344.No superseded survey control is available for this station.
 AH4344
 AH4344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK828583(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4344+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4345 ***********************************************************************
 AH4345  DESIGNATION -  1982 AQ
 AH4345  PID         -  AH4345
 AH4345  STATE/COUNTY-  MN/DAKOTA
 AH4345  USGS QUAD   -  ST PAUL SW (1993)
 AH4345
 AH4345                         *CURRENT SURVEY CONTROL
 AH4345  ___________________________________________________________________
 AH4345* NAD 83(1986)-  44 46 45.     (N)    093 12 55.     (W)     SCALED    
 AH4345* NAVD 88     -       306.918  (meters)    1006.95   (feet)  ADJUSTED  
 AH4345  ___________________________________________________________________
 AH4345  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AH4345  DYNAMIC HT  -         306.903 (meters)    1006.90  (feet)  COMP
 AH4345  MODELED GRAV-     980,560.6   (mgal)                       NAVD 88
 AH4345
 AH4345  VERT ORDER  -  SECOND    CLASS I
 AH4345
 AH4345.The horizontal coordinates were scaled from a topographic map and have
 AH4345.an estimated accuracy of +/- 6 seconds.
 AH4345
 AH4345.The orthometric height was determined by differential leveling
 AH4345.and adjusted by the National Geodetic Survey in June 2000..
 AH4345
 AH4345.The geoid height was determined by GEOID03.
 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     -   297,990.      862,110.      MT  (+/- 180 meters Scaled)
 AH4345
 AH4345                          SUPERSEDED SURVEY CONTROL
 AH4345
 AH4345.No superseded survey control is available for this station.
 AH4345
 AH4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK829584(NAD 83)
 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 SUITABLE FOR
 AH4345+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 AH4345
 AH4345  HISTORY     - Date     Condition        Report By
 AH4345  HISTORY     - 1981     MONUMENTED       MNDT
 AH4345  HISTORY     - 20040915 GOOD             USPSQD
 AH4345  HISTORY     - 20051129 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4346 ***********************************************************************
 AH4346  DESIGNATION -  1982 AQ 1
 AH4346  PID         -  AH4346
 AH4346  STATE/COUNTY-  MN/DAKOTA
 AH4346  USGS QUAD   -  ST PAUL SW (1993)
 AH4346
 AH4346                         *CURRENT SURVEY CONTROL
 AH4346  ___________________________________________________________________
 AH4346* NAD 83(1986)-  44 46 44.     (N)    093 12 58.     (W)     SCALED    
 AH4346* NAVD 88     -       306.784  (meters)    1006.51   (feet)  ADJUSTED  
 AH4346  ___________________________________________________________________
 AH4346  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AH4346  DYNAMIC HT  -         306.769 (meters)    1006.46  (feet)  COMP
 AH4346  MODELED GRAV-     980,560.6   (mgal)                       NAVD 88
 AH4346
 AH4346  VERT ORDER  -  SECOND    CLASS I
 AH4346
 AH4346.The horizontal coordinates were scaled from a topographic map and have
 AH4346.an estimated accuracy of +/- 6 seconds.
 AH4346
 AH4346.The orthometric height was determined by differential leveling
 AH4346.and adjusted by the National Geodetic Survey in June 2000..
 AH4346
 AH4346.The geoid height was determined by GEOID03.
 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     -   297,950.      862,040.      MT  (+/- 180 meters Scaled)
 AH4346
 AH4346                          SUPERSEDED SURVEY CONTROL
 AH4346
 AH4346.No superseded survey control is available for this station.
 AH4346
 AH4346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK829584(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4346+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 AH4346
 AH4346  HISTORY     - Date     Condition        Report By
 AH4346  HISTORY     - 1988     MONUMENTED       MNDT
 AH4346  HISTORY     - 20040915 GOOD             USPSQD
 AH4346  HISTORY     - 20051129 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4388 ***********************************************************************
 AH4388  DESIGNATION -  1982 AR
 AH4388  PID         -  AH4388
 AH4388  STATE/COUNTY-  MN/DAKOTA
 AH4388  USGS QUAD   -  ST PAUL SW (1993)
 AH4388
 AH4388                         *CURRENT SURVEY CONTROL
 AH4388  ___________________________________________________________________
 AH4388* NAD 83(1986)-  44 46 46.     (N)    093 12 48.     (W)     SCALED    
 AH4388* NAVD 88     -       296.545  (meters)     972.91   (feet)  ADJUSTED  
 AH4388  ___________________________________________________________________
 AH4388  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AH4388  DYNAMIC HT  -         296.531 (meters)     972.87  (feet)  COMP
 AH4388  MODELED GRAV-     980,560.3   (mgal)                       NAVD 88
 AH4388
 AH4388  VERT ORDER  -  SECOND    CLASS I
 AH4388
 AH4388.The horizontal coordinates were scaled from a topographic map and have
 AH4388.an estimated accuracy of +/- 6 seconds.
 AH4388
 AH4388.The orthometric height was determined by differential leveling
 AH4388.and adjusted by the National Geodetic Survey in June 2000..
 AH4388
 AH4388.The geoid height was determined by GEOID03.
 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     -   298,020.      862,260.      MT  (+/- 180 meters Scaled)
 AH4388
 AH4388                          SUPERSEDED SURVEY CONTROL
 AH4388
 AH4388.No superseded survey control is available for this station.
 AH4388
 AH4388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK831584(NAD 83)
 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
 AH4388  HISTORY     - Date     Condition        Report By
 AH4388  HISTORY     - 1988     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4358 ***********************************************************************
 AH4358  DESIGNATION -  1982 AS
 AH4358  PID         -  AH4358
 AH4358  STATE/COUNTY-  MN/DAKOTA
 AH4358  USGS QUAD   -  ST PAUL SW (1993)
 AH4358
 AH4358                         *CURRENT SURVEY CONTROL
 AH4358  ___________________________________________________________________
 AH4358* NAD 83(1986)-  44 47 05.     (N)    093 12 26.     (W)     SCALED    
 AH4358* NAVD 88     -       283.163  (meters)     929.01   (feet)  ADJUSTED  
 AH4358  ___________________________________________________________________
 AH4358  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AH4358  DYNAMIC HT  -         283.149 (meters)     928.96  (feet)  COMP
 AH4358  MODELED GRAV-     980,561.1   (mgal)                       NAVD 88
 AH4358
 AH4358  VERT ORDER  -  SECOND    CLASS I
 AH4358
 AH4358.The horizontal coordinates were scaled from a topographic map and have
 AH4358.an estimated accuracy of +/- 6 seconds.
 AH4358
 AH4358.The orthometric height was determined by differential leveling
 AH4358.and adjusted by the National Geodetic Survey in June 2000..
 AH4358
 AH4358.The geoid height was determined by GEOID03.
 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     -   298,610.      862,740.      MT  (+/- 180 meters Scaled)
 AH4358
 AH4358                          SUPERSEDED SURVEY CONTROL
 AH4358
 AH4358.No superseded survey control is available for this station.
 AH4358
 AH4358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK836590(NAD 83)
 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
 AH4358  HISTORY     - Date     Condition        Report By
 AH4358  HISTORY     - 1988     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4360 ***********************************************************************
 AH4360  DESIGNATION -  1982 AU
 AH4360  PID         -  AH4360
 AH4360  STATE/COUNTY-  MN/DAKOTA
 AH4360  USGS QUAD   -  ST PAUL SW (1993)
 AH4360
 AH4360                         *CURRENT SURVEY CONTROL
 AH4360  ___________________________________________________________________
 AH4360* NAD 83(1986)-  44 47 24.     (N)    093 12 14.     (W)     SCALED    
 AH4360* NAVD 88     -       289.903  (meters)     951.12   (feet)  ADJUSTED  
 AH4360  ___________________________________________________________________
 AH4360  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AH4360  DYNAMIC HT  -         289.889 (meters)     951.08  (feet)  COMP
 AH4360  MODELED GRAV-     980,562.2   (mgal)                       NAVD 88
 AH4360
 AH4360  VERT ORDER  -  SECOND    CLASS I
 AH4360
 AH4360.The horizontal coordinates were scaled from a topographic map and have
 AH4360.an estimated accuracy of +/- 6 seconds.
 AH4360
 AH4360.The orthometric height was determined by differential leveling
 AH4360.and adjusted by the National Geodetic Survey in June 2000..
 AH4360
 AH4360.The geoid height was determined by GEOID03.
 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     -   299,200.      863,000.      MT  (+/- 180 meters Scaled)
 AH4360
 AH4360                          SUPERSEDED SURVEY CONTROL
 AH4360
 AH4360.No superseded survey control is available for this station.
 AH4360
 AH4360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK838596(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4360+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4361 ***********************************************************************
 AH4361  DESIGNATION -  1982 AX
 AH4361  PID         -  AH4361
 AH4361  STATE/COUNTY-  MN/DAKOTA
 AH4361  USGS QUAD   -  ST PAUL SW (1993)
 AH4361
 AH4361                         *CURRENT SURVEY CONTROL
 AH4361  ___________________________________________________________________
 AH4361* NAD 83(1986)-  44 47 35.     (N)    093 11 51.     (W)     SCALED    
 AH4361* NAVD 88     -       288.130  (meters)     945.31   (feet)  ADJUSTED  
 AH4361  ___________________________________________________________________
 AH4361  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AH4361  DYNAMIC HT  -         288.117 (meters)     945.26  (feet)  COMP
 AH4361  MODELED GRAV-     980,562.3   (mgal)                       NAVD 88
 AH4361
 AH4361  VERT ORDER  -  SECOND    CLASS I
 AH4361
 AH4361.The horizontal coordinates were scaled from a topographic map and have
 AH4361.an estimated accuracy of +/- 6 seconds.
 AH4361
 AH4361.The orthometric height was determined by differential leveling
 AH4361.and adjusted by the National Geodetic Survey in June 2000..
 AH4361
 AH4361.The geoid height was determined by GEOID03.
 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     -   299,540.      863,500.      MT  (+/- 180 meters Scaled)
 AH4361
 AH4361                          SUPERSEDED SURVEY CONTROL
 AH4361
 AH4361.No superseded survey control is available for this station.
 AH4361
 AH4361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK843599(NAD 83)
 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 - January 12, 2005
 AH4361
 AH4361  HISTORY     - Date     Condition        Report By
 AH4361  HISTORY     - 1988     MONUMENTED       MNDT
 AH4361  HISTORY     - 20021012 GOOD             USPSQD
 AH4361  HISTORY     - 20050112 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4362 ***********************************************************************
 AH4362  DESIGNATION -  1982 AY
 AH4362  PID         -  AH4362
 AH4362  STATE/COUNTY-  MN/DAKOTA
 AH4362  USGS QUAD   -  ST PAUL SW (1993)
 AH4362
 AH4362                         *CURRENT SURVEY CONTROL
 AH4362  ___________________________________________________________________
 AH4362* NAD 83(1986)-  44 47 44.     (N)    093 11 51.     (W)     SCALED    
 AH4362* NAVD 88     -       286.909  (meters)     941.30   (feet)  ADJUSTED  
 AH4362  ___________________________________________________________________
 AH4362  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AH4362  DYNAMIC HT  -         286.896 (meters)     941.26  (feet)  COMP
 AH4362  MODELED GRAV-     980,563.1   (mgal)                       NAVD 88
 AH4362
 AH4362  VERT ORDER  -  SECOND    CLASS I
 AH4362
 AH4362.The horizontal coordinates were scaled from a topographic map and have
 AH4362.an estimated accuracy of +/- 6 seconds.
 AH4362
 AH4362.The orthometric height was determined by differential leveling
 AH4362.and adjusted by the National Geodetic Survey in June 2000..
 AH4362
 AH4362.The geoid height was determined by GEOID03.
 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     -   299,820.      863,490.      MT  (+/- 180 meters Scaled)
 AH4362
 AH4362                          SUPERSEDED SURVEY CONTROL
 AH4362
 AH4362.No superseded survey control is available for this station.
 AH4362
 AH4362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK843602(NAD 83)
 AH4362_MARKER: DV = VERTICAL CONTROL DISK
 AH4362_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4362_SP_SET: BRIDGE SIDEWALK
 AH4362_STAMPING: 1982 AY 1989
 AH4362_MARK LOGO: MNDT  
 AH4362_PROJECTION: FLUSH
 AH4362_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4362+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 AH4362
 AH4362  HISTORY     - Date     Condition        Report By
 AH4362  HISTORY     - 1989     MONUMENTED       MNDT
 AH4362  HISTORY     - 20021012 GOOD             USPSQD
 AH4362  HISTORY     - 20050112 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4363 ***********************************************************************
 AH4363  DESIGNATION -  1982 AZ
 AH4363  PID         -  AH4363
 AH4363  STATE/COUNTY-  MN/DAKOTA
 AH4363  USGS QUAD   -  ST PAUL SW (1993)
 AH4363
 AH4363                         *CURRENT SURVEY CONTROL
 AH4363  ___________________________________________________________________
 AH4363* NAD 83(1986)-  44 48 05.     (N)    093 11 28.     (W)     SCALED    
 AH4363* NAVD 88     -       280.569  (meters)     920.50   (feet)  ADJUSTED  
 AH4363  ___________________________________________________________________
 AH4363  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AH4363  DYNAMIC HT  -         280.556 (meters)     920.46  (feet)  COMP
 AH4363  MODELED GRAV-     980,564.0   (mgal)                       NAVD 88
 AH4363
 AH4363  VERT ORDER  -  SECOND    CLASS I
 AH4363
 AH4363.The horizontal coordinates were scaled from a topographic map and have
 AH4363.an estimated accuracy of +/- 6 seconds.
 AH4363
 AH4363.The orthometric height was determined by differential leveling
 AH4363.and adjusted by the National Geodetic Survey in June 2000..
 AH4363
 AH4363.The geoid height was determined by GEOID03.
 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     -   300,470.      863,990.      MT  (+/- 180 meters Scaled)
 AH4363
 AH4363                          SUPERSEDED SURVEY CONTROL
 AH4363
 AH4363.No superseded survey control is available for this station.
 AH4363
 AH4363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK848609(NAD 83)
 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 SUITABLE FOR
 AH4363+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 AH4363
 AH4363  HISTORY     - Date     Condition        Report By
 AH4363  HISTORY     - 1988     MONUMENTED       MNDT
 AH4363  HISTORY     - 20021012 GOOD             USPSQD
 AH4363  HISTORY     - 20050112 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4364 ***********************************************************************
 AH4364  DESIGNATION -  1982 BA
 AH4364  PID         -  AH4364
 AH4364  STATE/COUNTY-  MN/DAKOTA
 AH4364  USGS QUAD   -  ST PAUL SW (1993)
 AH4364
 AH4364                         *CURRENT SURVEY CONTROL
 AH4364  ___________________________________________________________________
 AH4364* NAD 83(1986)-  44 48 16.     (N)    093 11 26.     (W)     SCALED    
 AH4364* NAVD 88     -       290.309  (meters)     952.46   (feet)  ADJUSTED  
 AH4364  ___________________________________________________________________
 AH4364  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AH4364  DYNAMIC HT  -         290.296 (meters)     952.41  (feet)  COMP
 AH4364  MODELED GRAV-     980,564.8   (mgal)                       NAVD 88
 AH4364
 AH4364  VERT ORDER  -  SECOND    CLASS I
 AH4364
 AH4364.The horizontal coordinates were scaled from a topographic map and have
 AH4364.an estimated accuracy of +/- 6 seconds.
 AH4364
 AH4364.The orthometric height was determined by differential leveling
 AH4364.and adjusted by the National Geodetic Survey in June 2000..
 AH4364
 AH4364.The geoid height was determined by GEOID03.
 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     -   300,810.      864,030.      MT  (+/- 180 meters Scaled)
 AH4364
 AH4364                          SUPERSEDED SURVEY CONTROL
 AH4364
 AH4364.No superseded survey control is available for this station.
 AH4364
 AH4364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK849612(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4364+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 AH4364
 AH4364  HISTORY     - Date     Condition        Report By
 AH4364  HISTORY     - 1988     MONUMENTED       MNDT
 AH4364  HISTORY     - 20021217 GOOD             USPSQD
 AH4364  HISTORY     - 20050112 GOOD             USPSQD
 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/
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4365 ***********************************************************************
 AH4365  DESIGNATION -  1982 BB
 AH4365  PID         -  AH4365
 AH4365  STATE/COUNTY-  MN/DAKOTA
 AH4365  USGS QUAD   -  ST PAUL SW (1993)
 AH4365
 AH4365                         *CURRENT SURVEY CONTROL
 AH4365  ___________________________________________________________________
 AH4365* NAD 83(1986)-  44 48 26.     (N)    093 11 11.     (W)     SCALED    
 AH4365* NAVD 88     -       279.203  (meters)     916.02   (feet)  ADJUSTED  
 AH4365  ___________________________________________________________________
 AH4365  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AH4365  DYNAMIC HT  -         279.190 (meters)     915.98  (feet)  COMP
 AH4365  MODELED GRAV-     980,565.2   (mgal)                       NAVD 88
 AH4365
 AH4365  VERT ORDER  -  SECOND    CLASS I
 AH4365
 AH4365.The horizontal coordinates were scaled from a topographic map and have
 AH4365.an estimated accuracy of +/- 6 seconds.
 AH4365
 AH4365.The orthometric height was determined by differential leveling
 AH4365.and adjusted by the National Geodetic Survey in June 2000..
 AH4365
 AH4365.The geoid height was determined by GEOID03.
 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     -   301,130.      864,360.      MT  (+/- 180 meters Scaled)
 AH4365
 AH4365                          SUPERSEDED SURVEY CONTROL
 AH4365
 AH4365.No superseded survey control is available for this station.
 AH4365
 AH4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK852615(NAD 83)
 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 - December 17, 2002
 AH4365
 AH4365  HISTORY     - Date     Condition        Report By
 AH4365  HISTORY     - 1988     MONUMENTED       MNDT
 AH4365  HISTORY     - 20021217 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4366 ***********************************************************************
 AH4366  DESIGNATION -  1982 BC
 AH4366  PID         -  AH4366
 AH4366  STATE/COUNTY-  MN/DAKOTA
 AH4366  USGS QUAD   -  ST PAUL SW (1993)
 AH4366
 AH4366                         *CURRENT SURVEY CONTROL
 AH4366  ___________________________________________________________________
 AH4366* NAD 83(1986)-  44 48 36.     (N)    093 11 01.     (W)     SCALED    
 AH4366* NAVD 88     -       275.095  (meters)     902.54   (feet)  ADJUSTED  
 AH4366  ___________________________________________________________________
 AH4366  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH4366  DYNAMIC HT  -         275.083 (meters)     902.50  (feet)  COMP
 AH4366  MODELED GRAV-     980,565.7   (mgal)                       NAVD 88
 AH4366
 AH4366  VERT ORDER  -  SECOND    CLASS I
 AH4366
 AH4366.The horizontal coordinates were scaled from a topographic map and have
 AH4366.an estimated accuracy of +/- 6 seconds.
 AH4366
 AH4366.The orthometric height was determined by differential leveling
 AH4366.and adjusted by the National Geodetic Survey in June 2000..
 AH4366
 AH4366.The geoid height was determined by GEOID03.
 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     -   301,440.      864,580.      MT  (+/- 180 meters Scaled)
 AH4366
 AH4366                          SUPERSEDED SURVEY CONTROL
 AH4366
 AH4366.No superseded survey control is available for this station.
 AH4366
 AH4366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK854618(NAD 83)
 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 - December 17, 2002
 AH4366
 AH4366  HISTORY     - Date     Condition        Report By
 AH4366  HISTORY     - 1989     MONUMENTED       MNDT
 AH4366  HISTORY     - 20021217 GOOD             USPSQD
 AH4366  HISTORY     - 20051129 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4367 ***********************************************************************
 AH4367  DESIGNATION -  1982 BD
 AH4367  PID         -  AH4367
 AH4367  STATE/COUNTY-  MN/DAKOTA
 AH4367  USGS QUAD   -  ST PAUL SW (1993)
 AH4367
 AH4367                         *CURRENT SURVEY CONTROL
 AH4367  ___________________________________________________________________
 AH4367* NAD 83(1986)-  44 48 38.     (N)    093 10 57.     (W)     SCALED    
 AH4367* NAVD 88     -       284.586  (meters)     933.68   (feet)  ADJUSTED  
 AH4367  ___________________________________________________________________
 AH4367  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH4367  DYNAMIC HT  -         284.574 (meters)     933.64  (feet)  COMP
 AH4367  MODELED GRAV-     980,565.8   (mgal)                       NAVD 88
 AH4367
 AH4367  VERT ORDER  -  SECOND    CLASS I
 AH4367
 AH4367.The horizontal coordinates were scaled from a topographic map and have
 AH4367.an estimated accuracy of +/- 6 seconds.
 AH4367
 AH4367.The orthometric height was determined by differential leveling
 AH4367.and adjusted by the National Geodetic Survey in June 2000..
 AH4367.No vertical observational check was made to the station.
 AH4367
 AH4367.The geoid height was determined by GEOID03.
 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     -   301,500.      864,660.      MT  (+/- 180 meters Scaled)
 AH4367
 AH4367                          SUPERSEDED SURVEY CONTROL
 AH4367
 AH4367.No superseded survey control is available for this station.
 AH4367
 AH4367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK855619(NAD 83)
 AH4367_MARKER: DV = VERTICAL CONTROL DISK
 AH4367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH4367_SP_SET: BRIDGE WALKWAY
 AH4367_STAMPING: 1982 BD 1989
 AH4367_MARK LOGO: MNDT  
 AH4367_PROJECTION: FLUSH
 AH4367_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4367+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH4367
 AH4367  HISTORY     - Date     Condition        Report By
 AH4367  HISTORY     - 1989     MONUMENTED       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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4372 ***********************************************************************
 AH4372  DESIGNATION -  1982 BE
 AH4372  PID         -  AH4372
 AH4372  STATE/COUNTY-  MN/DAKOTA
 AH4372  USGS QUAD   -  ST PAUL SW (1993)
 AH4372
 AH4372                         *CURRENT SURVEY CONTROL
 AH4372  ___________________________________________________________________
 AH4372* NAD 83(1986)-  44 49 52.     (N)    093 10 01.     (W)     SCALED    
 AH4372* NAVD 88     -       276.767  (meters)     908.03   (feet)  ADJUSTED  
 AH4372  ___________________________________________________________________
 AH4372  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH4372  DYNAMIC HT  -         276.757 (meters)     907.99  (feet)  COMP
 AH4372  MODELED GRAV-     980,570.3   (mgal)                       NAVD 88
 AH4372
 AH4372  VERT ORDER  -  SECOND    CLASS I
 AH4372
 AH4372.The horizontal coordinates were scaled from a topographic map and have
 AH4372.an estimated accuracy of +/- 6 seconds.
 AH4372
 AH4372.The orthometric height was determined by differential leveling
 AH4372.and adjusted by the National Geodetic Survey in June 2000..
 AH4372
 AH4372.The geoid height was determined by GEOID03.
 AH4372
 AH4372.The dynamic height is computed by dividing the NAVD 88
 AH4372.geopotential number by the normal gravity value computed on the
 AH4372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4372.degrees latitude (g = 980.6199 gals.).
 AH4372
 AH4372.The modeled gravity was interpolated from observed gravity values.
 AH4372
 AH4372;                    North         East    Units  Estimated Accuracy
 AH4372;SPC MN S     -   303,800.      865,870.      MT  (+/- 180 meters Scaled)
 AH4372
 AH4372                          SUPERSEDED SURVEY CONTROL
 AH4372
 AH4372.No superseded survey control is available for this station.
 AH4372
 AH4372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK868642(NAD 83)
 AH4372_MARKER: DV = VERTICAL CONTROL DISK
 AH4372_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH4372_SP_SET: BRIDGE ABUTMENT
 AH4372_STAMPING: 1982 BE 1988
 AH4372_MARK LOGO: MNDT  
 AH4372_PROJECTION: FLUSH
 AH4372_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4372+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AH4372
 AH4372  HISTORY     - Date     Condition        Report By
 AH4372  HISTORY     - 1988     MONUMENTED       MNDT
 AH4372  HISTORY     - 20040405 MARK NOT FOUND   USPSQD
 AH4372
 AH4372                          STATION DESCRIPTION
 AH4372
 AH4372'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4372'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF PILOT
 AH4372'KNOB ROAD (COUNTY ROAD 31) AND INTERSTATE HIGHWAY 35E, AND IN THE NW
 AH4372'1/4 OF SECTION 15, T27N, R23W.  THE MARK IS 33.0 FEET EAST OF THE
 AH4372'CENTERLINE OF PILOT KNOB ROAD, 45.5 FEET NORTH OF THE SOUTH STEEL
 AH4372'FENCE POST OF THE BRIDGE FENCE, 9.5 FEET EAST OF THE EAST FACE OF THE
 AH4372'EAST BRIDGE RAILING, AND 0.8 FOOT WEST OF THE BRIDGE FENCE.  THE MARK
 AH4372', A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 BE
 AH4372'1988---, IS SET IN THE ABUTMENT AT THE SOUTHEAST CORNER OF BRIDGE
 AH4372'NUMBER 19818 (PILOT KNOB ROAD OVER HIGHWAY 35E).
 AH4372
 AH4372                          STATION RECOVERY (2004)
 AH4372
 AH4372'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4372'MARK NOT FOUND, USPSQD, JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4368 ***********************************************************************
 AH4368  DESIGNATION -  1982 BF
 AH4368  PID         -  AH4368
 AH4368  STATE/COUNTY-  MN/DAKOTA
 AH4368  USGS QUAD   -  ST PAUL SW (1993)
 AH4368
 AH4368                         *CURRENT SURVEY CONTROL
 AH4368  ___________________________________________________________________
 AH4368* NAD 83(1986)-  44 48 48.     (N)    093 10 46.     (W)     SCALED    
 AH4368* NAVD 88     -       269.169  (meters)     883.10   (feet)  ADJUSTED  
 AH4368  ___________________________________________________________________
 AH4368  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH4368  DYNAMIC HT  -         269.157 (meters)     883.06  (feet)  COMP
 AH4368  MODELED GRAV-     980,566.3   (mgal)                       NAVD 88
 AH4368
 AH4368  VERT ORDER  -  SECOND    CLASS I
 AH4368
 AH4368.The horizontal coordinates were scaled from a topographic map and have
 AH4368.an estimated accuracy of +/- 6 seconds.
 AH4368
 AH4368.The orthometric height was determined by differential leveling
 AH4368.and adjusted by the National Geodetic Survey in June 2000..
 AH4368
 AH4368.The geoid height was determined by GEOID03.
 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     -   301,810.      864,900.      MT  (+/- 180 meters Scaled)
 AH4368
 AH4368                          SUPERSEDED SURVEY CONTROL
 AH4368
 AH4368.No superseded survey control is available for this station.
 AH4368
 AH4368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK858622(NAD 83)
 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: FLUSH
 AH4368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4368+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH4368
 AH4368  HISTORY     - Date     Condition        Report By
 AH4368  HISTORY     - 1989     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4369 ***********************************************************************
 AH4369  DESIGNATION -  1982 BG
 AH4369  PID         -  AH4369
 AH4369  STATE/COUNTY-  MN/DAKOTA
 AH4369  USGS QUAD   -  ST PAUL SW (1993)
 AH4369
 AH4369                         *CURRENT SURVEY CONTROL
 AH4369  ___________________________________________________________________
 AH4369* NAD 83(1986)-  44 49 06.     (N)    093 10 25.     (W)     SCALED    
 AH4369* NAVD 88     -       259.393  (meters)     851.03   (feet)  ADJUSTED  
 AH4369  ___________________________________________________________________
 AH4369  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH4369  DYNAMIC HT  -         259.382 (meters)     850.99  (feet)  COMP
 AH4369  MODELED GRAV-     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
 AH4369.and adjusted by the National Geodetic Survey in June 2000..
 AH4369
 AH4369.The geoid height was determined by GEOID03.
 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     -   302,370.      865,360.      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: 15TVK862627(NAD 83)
 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 SUITABLE FOR
 AH4369+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH4369
 AH4369  HISTORY     - Date     Condition        Report By
 AH4369  HISTORY     - 1989     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4370 ***********************************************************************
 AH4370  DESIGNATION -  1982 BH
 AH4370  PID         -  AH4370
 AH4370  STATE/COUNTY-  MN/DAKOTA
 AH4370  USGS QUAD   -  ST PAUL SW (1993)
 AH4370
 AH4370                         *CURRENT SURVEY CONTROL
 AH4370  ___________________________________________________________________
 AH4370* NAD 83(1986)-  44 49 16.     (N)    093 10 24.     (W)     SCALED    
 AH4370* NAVD 88     -       264.225  (meters)     866.88   (feet)  ADJUSTED  
 AH4370  ___________________________________________________________________
 AH4370  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH4370  DYNAMIC HT  -         264.214 (meters)     866.84  (feet)  COMP
 AH4370  MODELED GRAV-     980,568.0   (mgal)                       NAVD 88
 AH4370
 AH4370  VERT ORDER  -  SECOND    CLASS I
 AH4370
 AH4370.The horizontal coordinates were scaled from a topographic map and have
 AH4370.an estimated accuracy of +/- 6 seconds.
 AH4370
 AH4370.The orthometric height was determined by differential leveling
 AH4370.and adjusted by the National Geodetic Survey in June 2000..
 AH4370
 AH4370.The geoid height was determined by GEOID03.
 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     -   302,680.      865,380.      MT  (+/- 180 meters Scaled)
 AH4370
 AH4370                          SUPERSEDED SURVEY CONTROL
 AH4370
 AH4370.No superseded survey control is available for this station.
 AH4370
 AH4370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK862630(NAD 83)
 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: FLUSH
 AH4370_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4370+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH4370
 AH4370  HISTORY     - Date     Condition        Report By
 AH4370  HISTORY     - 1989     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4371 ***********************************************************************
 AH4371  DESIGNATION -  1982 BI
 AH4371  PID         -  AH4371
 AH4371  STATE/COUNTY-  MN/DAKOTA
 AH4371  USGS QUAD   -  ST PAUL SW (1993)
 AH4371
 AH4371                         *CURRENT SURVEY CONTROL
 AH4371  ___________________________________________________________________
 AH4371* NAD 83(1986)-  44 49 36.     (N)    093 10 14.     (W)     SCALED    
 AH4371* NAVD 88     -       273.923  (meters)     898.70   (feet)  ADJUSTED  
 AH4371  ___________________________________________________________________
 AH4371  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH4371  DYNAMIC HT  -         273.912 (meters)     898.66  (feet)  COMP
 AH4371  MODELED GRAV-     980,569.3   (mgal)                       NAVD 88
 AH4371
 AH4371  VERT ORDER  -  SECOND    CLASS I
 AH4371
 AH4371.The horizontal coordinates were scaled from a topographic map and have
 AH4371.an estimated accuracy of +/- 6 seconds.
 AH4371
 AH4371.The orthometric height was determined by differential leveling
 AH4371.and adjusted by the National Geodetic Survey in June 2000..
 AH4371
 AH4371.The geoid height was determined by GEOID03.
 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     -   303,300.      865,590.      MT  (+/- 180 meters Scaled)
 AH4371
 AH4371                          SUPERSEDED SURVEY CONTROL
 AH4371
 AH4371.No superseded survey control is available for this station.
 AH4371
 AH4371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK865637(NAD 83)
 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 - 1989
 AH4371
 AH4371  HISTORY     - Date     Condition        Report By
 AH4371  HISTORY     - 1989     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4374 ***********************************************************************
 AH4374  DESIGNATION -  1982 BJ
 AH4374  PID         -  AH4374
 AH4374  STATE/COUNTY-  MN/DAKOTA
 AH4374  USGS QUAD   -  ST PAUL SW (1993)
 AH4374
 AH4374                         *CURRENT SURVEY CONTROL
 AH4374  ___________________________________________________________________
 AH4374* NAD 83(1986)-  44 50 00.     (N)    093 09 56.     (W)     SCALED    
 AH4374* NAVD 88     -       278.473  (meters)     913.62   (feet)  ADJUSTED  
 AH4374  ___________________________________________________________________
 AH4374  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH4374  DYNAMIC HT  -         278.463 (meters)     913.59  (feet)  COMP
 AH4374  MODELED GRAV-     980,570.8   (mgal)                       NAVD 88
 AH4374
 AH4374  VERT ORDER  -  SECOND    CLASS I
 AH4374
 AH4374.The horizontal coordinates were scaled from a topographic map and have
 AH4374.an estimated accuracy of +/- 6 seconds.
 AH4374
 AH4374.The orthometric height was determined by differential leveling
 AH4374.and adjusted by the National Geodetic Survey in June 2000..
 AH4374
 AH4374.The geoid height was determined by GEOID03.
 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     -   304,040.      865,980.      MT  (+/- 180 meters Scaled)
 AH4374
 AH4374                          SUPERSEDED SURVEY CONTROL
 AH4374
 AH4374.No superseded survey control is available for this station.
 AH4374
 AH4374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK869644(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4374+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AH4374
 AH4374  HISTORY     - Date     Condition        Report By
 AH4374  HISTORY     - 1988     MONUMENTED       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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4376 ***********************************************************************
 AH4376  DESIGNATION -  1982 BK
 AH4376  PID         -  AH4376
 AH4376  STATE/COUNTY-  MN/DAKOTA
 AH4376  USGS QUAD   -  ST PAUL SW (1993)
 AH4376
 AH4376                         *CURRENT SURVEY CONTROL
 AH4376  ___________________________________________________________________
 AH4376* NAD 83(1986)-  44 49 59.     (N)    093 09 48.     (W)     SCALED    
 AH4376* NAVD 88     -       277.594  (meters)     910.74   (feet)  ADJUSTED  
 AH4376  ___________________________________________________________________
 AH4376  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH4376  DYNAMIC HT  -         277.584 (meters)     910.71  (feet)  COMP
 AH4376  MODELED GRAV-     980,570.7   (mgal)                       NAVD 88
 AH4376
 AH4376  VERT ORDER  -  SECOND    CLASS I
 AH4376
 AH4376.The horizontal coordinates were scaled from a topographic map and have
 AH4376.an estimated accuracy of +/- 6 seconds.
 AH4376
 AH4376.The orthometric height was determined by differential leveling
 AH4376.and adjusted by the National Geodetic Survey in June 2000..
 AH4376.No vertical observational check was made to the station.
 AH4376
 AH4376.The geoid height was determined by GEOID03.
 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     -   304,010.      866,160.      MT  (+/- 180 meters Scaled)
 AH4376
 AH4376                          SUPERSEDED SURVEY CONTROL
 AH4376
 AH4376.No superseded survey control is available for this station.
 AH4376
 AH4376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK870644(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4376+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2002
 AH4376
 AH4376  HISTORY     - Date     Condition        Report By
 AH4376  HISTORY     - 1988     MONUMENTED       MNDT
 AH4376  HISTORY     - 20021217 GOOD             USPSQD
 AH4376  HISTORY     - 20051129 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4373 ***********************************************************************
 AH4373  DESIGNATION -  1982 BL
 AH4373  PID         -  AH4373
 AH4373  STATE/COUNTY-  MN/DAKOTA
 AH4373  USGS QUAD   -  ST PAUL SW (1993)
 AH4373
 AH4373                         *CURRENT SURVEY CONTROL
 AH4373  ___________________________________________________________________
 AH4373* NAD 83(1986)-  44 49 49.     (N)    093 10 01.     (W)     SCALED    
 AH4373* NAVD 88     -       278.408  (meters)     913.41   (feet)  ADJUSTED  
 AH4373  ___________________________________________________________________
 AH4373  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH4373  DYNAMIC HT  -         278.397 (meters)     913.37  (feet)  COMP
 AH4373  MODELED GRAV-     980,570.1   (mgal)                       NAVD 88
 AH4373
 AH4373  VERT ORDER  -  SECOND    CLASS I
 AH4373
 AH4373.The horizontal coordinates were scaled from a topographic map and have
 AH4373.an estimated accuracy of +/- 6 seconds.
 AH4373
 AH4373.The orthometric height was determined by differential leveling
 AH4373.and adjusted by the National Geodetic Survey in June 2000..
 AH4373
 AH4373.The geoid height was determined by GEOID03.
 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     -   303,700.      865,870.      MT  (+/- 180 meters Scaled)
 AH4373
 AH4373                          SUPERSEDED SURVEY CONTROL
 AH4373
 AH4373.No superseded survey control is available for this station.
 AH4373
 AH4373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK868641(NAD 83)
 AH4373_MARKER: DV = VERTICAL CONTROL DISK
 AH4373_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH4373_SP_SET: BRIDGE ABUTMENT
 AH4373_STAMPING: 1982 BL 1988
 AH4373_MARK LOGO: MNDT  
 AH4373_PROJECTION: FLUSH
 AH4373_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4373+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AH4373
 AH4373  HISTORY     - Date     Condition        Report By
 AH4373  HISTORY     - 1988     MONUMENTED       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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4378 ***********************************************************************
 AH4378  DESIGNATION -  1982 BO
 AH4378  PID         -  AH4378
 AH4378  STATE/COUNTY-  MN/DAKOTA
 AH4378  USGS QUAD   -  ST PAUL SW (1993)
 AH4378
 AH4378                         *CURRENT SURVEY CONTROL
 AH4378  ___________________________________________________________________
 AH4378* NAD 83(1986)-  44 50 50.     (N)    093 09 11.     (W)     SCALED    
 AH4378* NAVD 88     -       279.607  (meters)     917.34   (feet)  ADJUSTED  
 AH4378  ___________________________________________________________________
 AH4378  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH4378  DYNAMIC HT  -         279.597 (meters)     917.31  (feet)  COMP
 AH4378  MODELED GRAV-     980,574.0   (mgal)                       NAVD 88
 AH4378
 AH4378  VERT ORDER  -  SECOND    CLASS I
 AH4378
 AH4378.The horizontal coordinates were scaled from a topographic map and have
 AH4378.an estimated accuracy of +/- 6 seconds.
 AH4378
 AH4378.The orthometric height was determined by differential leveling
 AH4378.and adjusted by the National Geodetic Survey in June 2000..
 AH4378
 AH4378.The geoid height was determined by GEOID03.
 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     -   305,600.      866,950.      MT  (+/- 180 meters Scaled)
 AH4378
 AH4378                          SUPERSEDED SURVEY CONTROL
 AH4378
 AH4378.No superseded survey control is available for this station.
 AH4378
 AH4378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK879659(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4378+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 AH4378
 AH4378  HISTORY     - Date     Condition        Report By
 AH4378  HISTORY     - 1988     MONUMENTED       MNDT
 AH4378  HISTORY     - 20021217 GOOD             USPSQD
 AH4378  HISTORY     - 20050111 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4377 ***********************************************************************
 AH4377  DESIGNATION -  1982 BP
 AH4377  PID         -  AH4377
 AH4377  STATE/COUNTY-  MN/DAKOTA
 AH4377  USGS QUAD   -  ST PAUL SW (1993)
 AH4377
 AH4377                         *CURRENT SURVEY CONTROL
 AH4377  ___________________________________________________________________
 AH4377* NAD 83(1986)-  44 50 49.     (N)    093 09 16.     (W)     SCALED    
 AH4377* NAVD 88     -       280.354  (meters)     919.79   (feet)  ADJUSTED  
 AH4377  ___________________________________________________________________
 AH4377  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH4377  DYNAMIC HT  -         280.344 (meters)     919.76  (feet)  COMP
 AH4377  MODELED GRAV-     980,573.9   (mgal)                       NAVD 88
 AH4377
 AH4377  VERT ORDER  -  SECOND    CLASS I
 AH4377
 AH4377.The horizontal coordinates were scaled from a topographic map and have
 AH4377.an estimated accuracy of +/- 6 seconds.
 AH4377
 AH4377.The orthometric height was determined by differential leveling
 AH4377.and adjusted by the National Geodetic Survey in June 2000..
 AH4377
 AH4377.The geoid height was determined by GEOID03.
 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     -   305,560.      866,840.      MT  (+/- 180 meters Scaled)
 AH4377
 AH4377                          SUPERSEDED SURVEY CONTROL
 AH4377
 AH4377.No superseded survey control is available for this station.
 AH4377
 AH4377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK877659(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4377+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 AH4377
 AH4377  HISTORY     - Date     Condition        Report By
 AH4377  HISTORY     - 1988     MONUMENTED       MNDT
 AH4377  HISTORY     - 20021217 POOR             USPSQD
 AH4377  HISTORY     - 20050111 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4381 ***********************************************************************
 AH4381  DESIGNATION -  1982 BQ
 AH4381  PID         -  AH4381
 AH4381  STATE/COUNTY-  MN/DAKOTA
 AH4381  USGS QUAD   -  ST PAUL SW (1993)
 AH4381
 AH4381                         *CURRENT SURVEY CONTROL
 AH4381  ___________________________________________________________________
 AH4381* NAD 83(1986)-  44 51 50.     (N)    093 08 39.     (W)     SCALED    
 AH4381* NAVD 88     -       269.838  (meters)     885.29   (feet)  ADJUSTED  
 AH4381  ___________________________________________________________________
 AH4381  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AH4381  DYNAMIC HT  -         269.829 (meters)     885.26  (feet)  COMP
 AH4381  MODELED GRAV-     980,577.7   (mgal)                       NAVD 88
 AH4381
 AH4381  VERT ORDER  -  SECOND    CLASS I
 AH4381
 AH4381.The horizontal coordinates were scaled from a topographic map and have
 AH4381.an estimated accuracy of +/- 6 seconds.
 AH4381
 AH4381.The orthometric height was determined by differential leveling
 AH4381.and adjusted by the National Geodetic Survey in June 2000..
 AH4381
 AH4381.The geoid height was determined by GEOID03.
 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     -   307,460.      867,630.      MT  (+/- 180 meters Scaled)
 AH4381
 AH4381                          SUPERSEDED SURVEY CONTROL
 AH4381
 AH4381.No superseded survey control is available for this station.
 AH4381
 AH4381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK886678(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4381+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 AH4381
 AH4381  HISTORY     - Date     Condition        Report By
 AH4381  HISTORY     - 1988     MONUMENTED       MNDT
 AH4381  HISTORY     - 20021012 GOOD             USPSQD
 AH4381  HISTORY     - 20050112 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4382 ***********************************************************************
 AH4382  DESIGNATION -  1982 BR
 AH4382  PID         -  AH4382
 AH4382  STATE/COUNTY-  MN/DAKOTA
 AH4382  USGS QUAD   -  ST PAUL SW (1993)
 AH4382
 AH4382                         *CURRENT SURVEY CONTROL
 AH4382  ___________________________________________________________________
 AH4382* NAD 83(1986)-  44 51 54.     (N)    093 08 37.     (W)     SCALED    
 AH4382* NAVD 88     -       271.200  (meters)     889.76   (feet)  ADJUSTED  
 AH4382  ___________________________________________________________________
 AH4382  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AH4382  DYNAMIC HT  -         271.192 (meters)     889.74  (feet)  COMP
 AH4382  MODELED GRAV-     980,577.9   (mgal)                       NAVD 88
 AH4382
 AH4382  VERT ORDER  -  SECOND    CLASS I
 AH4382
 AH4382.The horizontal coordinates were scaled from a topographic map and have
 AH4382.an estimated accuracy of +/- 6 seconds.
 AH4382
 AH4382.The orthometric height was determined by differential leveling
 AH4382.and adjusted by the National Geodetic Survey in June 2000..
 AH4382
 AH4382.The geoid height was determined by GEOID03.
 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     -   307,580.      867,680.      MT  (+/- 180 meters Scaled)
 AH4382
 AH4382                          SUPERSEDED SURVEY CONTROL
 AH4382
 AH4382.No superseded survey control is available for this station.
 AH4382
 AH4382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK886679(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4382+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 AH4382
 AH4382  HISTORY     - Date     Condition        Report By
 AH4382  HISTORY     - 1989     MONUMENTED       MNDT
 AH4382  HISTORY     - 20021012 GOOD             USPSQD
 AH4382  HISTORY     - 20050112 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4383 ***********************************************************************
 AH4383  DESIGNATION -  1982 BS
 AH4383  PID         -  AH4383
 AH4383  STATE/COUNTY-  MN/DAKOTA
 AH4383  USGS QUAD   -  ST PAUL SW (1993)
 AH4383
 AH4383                         *CURRENT SURVEY CONTROL
 AH4383  ___________________________________________________________________
 AH4383* NAD 83(1986)-  44 51 53.     (N)    093 08 46.     (W)     SCALED    
 AH4383* NAVD 88     -       274.336  (meters)     900.05   (feet)  ADJUSTED  
 AH4383  ___________________________________________________________________
 AH4383  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AH4383  DYNAMIC HT  -         274.327 (meters)     900.02  (feet)  COMP
 AH4383  MODELED GRAV-     980,577.8   (mgal)                       NAVD 88
 AH4383
 AH4383  VERT ORDER  -  SECOND    CLASS I
 AH4383
 AH4383.The horizontal coordinates were scaled from a topographic map and have
 AH4383.an estimated accuracy of +/- 6 seconds.
 AH4383
 AH4383.The orthometric height was determined by differential leveling
 AH4383.and adjusted by the National Geodetic Survey in June 2000..
 AH4383.No vertical observational check was made to the station.
 AH4383
 AH4383.The geoid height was determined by GEOID03.
 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     -   307,550.      867,480.      MT  (+/- 180 meters Scaled)
 AH4383
 AH4383                          SUPERSEDED SURVEY CONTROL
 AH4383
 AH4383.No superseded survey control is available for this station.
 AH4383
 AH4383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK884679(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4383+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 AH4383
 AH4383  HISTORY     - Date     Condition        Report By
 AH4383  HISTORY     - 1989     MONUMENTED       MNDT
 AH4383  HISTORY     - 20021012 GOOD             USPSQD
 AH4383  HISTORY     - 20050112 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4384 ***********************************************************************
 AH4384  DESIGNATION -  1982 BT
 AH4384  PID         -  AH4384
 AH4384  STATE/COUNTY-  MN/DAKOTA
 AH4384  USGS QUAD   -  ST PAUL WEST (1993)
 AH4384
 AH4384                         *CURRENT SURVEY CONTROL
 AH4384  ___________________________________________________________________
 AH4384* NAD 83(1986)-  44 52 38.     (N)    093 08 31.     (W)     SCALED    
 AH4384* NAVD 88     -       276.013  (meters)     905.55   (feet)  ADJUSTED  
 AH4384  ___________________________________________________________________
 AH4384  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AH4384  DYNAMIC HT  -         276.005 (meters)     905.53  (feet)  COMP
 AH4384  MODELED GRAV-     980,580.1   (mgal)                       NAVD 88
 AH4384
 AH4384  VERT ORDER  -  SECOND    CLASS I
 AH4384
 AH4384.The horizontal coordinates were scaled from a topographic map and have
 AH4384.an estimated accuracy of +/- 6 seconds.
 AH4384
 AH4384.The orthometric height was determined by differential leveling
 AH4384.and adjusted by the National Geodetic Survey in June 2000..
 AH4384
 AH4384.The geoid height was determined by GEOID03.
 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     -   308,940.      867,790.      MT  (+/- 180 meters Scaled)
 AH4384
 AH4384                          SUPERSEDED SURVEY CONTROL
 AH4384
 AH4384.No superseded survey control is available for this station.
 AH4384
 AH4384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK887693(NAD 83)
 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 - January 11, 2005
 AH4384
 AH4384  HISTORY     - Date     Condition        Report By
 AH4384  HISTORY     - 1989     MONUMENTED       MNDT
 AH4384  HISTORY     - 20050111 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4385 ***********************************************************************
 AH4385  DESIGNATION -  1982 BU
 AH4385  PID         -  AH4385
 AH4385  STATE/COUNTY-  MN/DAKOTA
 AH4385  USGS QUAD   -  ST PAUL WEST (1993)
 AH4385
 AH4385                         *CURRENT SURVEY CONTROL
 AH4385  ___________________________________________________________________
 AH4385* NAD 83(1986)-  44 53 04.     (N)    093 08 23.     (W)     SCALED    
 AH4385* NAVD 88     -       279.003  (meters)     915.36   (feet)  ADJUSTED  
 AH4385  ___________________________________________________________________
 AH4385  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AH4385  DYNAMIC HT  -         278.996 (meters)     915.34  (feet)  COMP
 AH4385  MODELED GRAV-     980,581.4   (mgal)                       NAVD 88
 AH4385
 AH4385  VERT ORDER  -  SECOND    CLASS I
 AH4385
 AH4385.The horizontal coordinates were scaled from a topographic map and have
 AH4385.an estimated accuracy of +/- 6 seconds.
 AH4385
 AH4385.The orthometric height was determined by differential leveling
 AH4385.and adjusted by the National Geodetic Survey in June 2000..
 AH4385
 AH4385.The geoid height was determined by GEOID03.
 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     -   309,740.      867,960.      MT  (+/- 180 meters Scaled)
 AH4385
 AH4385                          SUPERSEDED SURVEY CONTROL
 AH4385
 AH4385.No superseded survey control is available for this station.
 AH4385
 AH4385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK889701(NAD 83)
 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 SUITABLE FOR
 AH4385+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 AH4385
 AH4385  HISTORY     - Date     Condition        Report By
 AH4385  HISTORY     - 1988     MONUMENTED       MNDT
 AH4385  HISTORY     - 20050518 GOOD             MNDT
 AH4385  HISTORY     - 20051113 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4389 ***********************************************************************
 AH4389  DESIGNATION -  1982 BV
 AH4389  PID         -  AH4389
 AH4389  STATE/COUNTY-  MN/DAKOTA
 AH4389  USGS QUAD   -  ST PAUL SW (1993)
 AH4389
 AH4389                         *CURRENT SURVEY CONTROL
 AH4389  ___________________________________________________________________
 AH4389* NAD 83(1986)-  44 52 28.     (N)    093 08 36.     (W)     SCALED    
 AH4389* NAVD 88     -       277.405  (meters)     910.12   (feet)  ADJUSTED  
 AH4389  ___________________________________________________________________
 AH4389  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AH4389  DYNAMIC HT  -         277.397 (meters)     910.09  (feet)  COMP
 AH4389  MODELED GRAV-     980,579.6   (mgal)                       NAVD 88
 AH4389
 AH4389  VERT ORDER  -  SECOND    CLASS I
 AH4389
 AH4389.The horizontal coordinates were scaled from a topographic map and have
 AH4389.an estimated accuracy of +/- 6 seconds.
 AH4389
 AH4389.The orthometric height was determined by differential leveling
 AH4389.and adjusted by the National Geodetic Survey in June 2000..
 AH4389.No vertical observational check was made to the station.
 AH4389
 AH4389.The geoid height was determined by GEOID03.
 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     -   308,630.      867,690.      MT  (+/- 180 meters Scaled)
 AH4389
 AH4389                          SUPERSEDED SURVEY CONTROL
 AH4389
 AH4389.No superseded survey control is available for this station.
 AH4389
 AH4389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK886690(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4389+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 AH4389
 AH4389  HISTORY     - Date     Condition        Report By
 AH4389  HISTORY     - 1989     MONUMENTED       MNDT
 AH4389  HISTORY     - 20050111 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4386 ***********************************************************************
 AH4386  DESIGNATION -  1982 BY
 AH4386  PID         -  AH4386
 AH4386  STATE/COUNTY-  MN/DAKOTA
 AH4386  USGS QUAD   -  ST PAUL WEST (1993)
 AH4386
 AH4386                         *CURRENT SURVEY CONTROL
 AH4386  ___________________________________________________________________
 AH4386* NAD 83(1986)-  44 53 26.     (N)    093 07 53.     (W)     SCALED    
 AH4386* NAVD 88     -       270.300  (meters)     886.81   (feet)  ADJUSTED  
 AH4386  ___________________________________________________________________
 AH4386  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AH4386  DYNAMIC HT  -         270.293 (meters)     886.79  (feet)  COMP
 AH4386  MODELED GRAV-     980,582.9   (mgal)                       NAVD 88
 AH4386
 AH4386  VERT ORDER  -  SECOND    CLASS I
 AH4386
 AH4386.The horizontal coordinates were scaled from a topographic map and have
 AH4386.an estimated accuracy of +/- 6 seconds.
 AH4386
 AH4386.The orthometric height was determined by differential leveling
 AH4386.and adjusted by the National Geodetic Survey in June 2000..
 AH4386
 AH4386.The geoid height was determined by GEOID03.
 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     -   310,430.      868,610.      MT  (+/- 180 meters Scaled)
 AH4386
 AH4386                          SUPERSEDED SURVEY CONTROL
 AH4386
 AH4386.No superseded survey control is available for this station.
 AH4386
 AH4386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK896708(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4386+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 AH4386
 AH4386  HISTORY     - Date     Condition        Report By
 AH4386  HISTORY     - 1988     MONUMENTED       MNDT
 AH4386  HISTORY     - 20051113 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1292 ***********************************************************************
 PP1292  DESIGNATION -  1982 J
 PP1292  PID         -  PP1292
 PP1292  STATE/COUNTY-  MN/DAKOTA
 PP1292  USGS QUAD   -  ST PAUL WEST (1993)
 PP1292
 PP1292                         *CURRENT SURVEY CONTROL
 PP1292  ___________________________________________________________________
 PP1292* NAD 83(1986)-  44 53 00.     (N)    093 08 18.     (W)     SCALED    
 PP1292* NAVD 88     -       278.036  (meters)     912.19   (feet)  ADJUSTED  
 PP1292  ___________________________________________________________________
 PP1292  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PP1292  DYNAMIC HT  -         278.028 (meters)     912.16  (feet)  COMP
 PP1292  MODELED GRAV-     980,581.3   (mgal)                       NAVD 88
 PP1292
 PP1292  VERT ORDER  -  SECOND    CLASS 0
 PP1292
 PP1292.The horizontal coordinates were scaled from a topographic map and have
 PP1292.an estimated accuracy of +/- 6 seconds.
 PP1292
 PP1292.The orthometric height was determined by differential leveling
 PP1292.and adjusted by the National Geodetic Survey in June 1991..
 PP1292
 PP1292.The geoid height was determined by GEOID03.
 PP1292
 PP1292.The dynamic height is computed by dividing the NAVD 88
 PP1292.geopotential number by the normal gravity value computed on the
 PP1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1292.degrees latitude (g = 980.6199 gals.).
 PP1292
 PP1292.The modeled gravity was interpolated from observed gravity values.
 PP1292
 PP1292;                    North         East    Units  Estimated Accuracy
 PP1292;SPC MN S     -   309,620.      868,070.      MT  (+/- 180 meters Scaled)
 PP1292
 PP1292                          SUPERSEDED SURVEY CONTROL
 PP1292
 PP1292  NGVD 29 (??/??/92)  277.980  (m)          912.01   (f) ADJ UNCH    2 0
 PP1292
 PP1292.Superseded values are not recommended for survey control.
 PP1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1292.See file dsdata.txt to determine how the superseded data were derived.
 PP1292
 PP1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK890700(NAD 83)
 PP1292_MARKER: DD = SURVEY DISK
 PP1292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1292_SP_SET: BRIDGE
 PP1292_STAMPING: 1982-J 1967
 PP1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1292
 PP1292  HISTORY     - Date     Condition        Report By
 PP1292  HISTORY     - 1967     MONUMENTED       MNDT
 PP1292  HISTORY     - 1971     GOOD             MNDT
 PP1292
 PP1292                          STATION DESCRIPTION
 PP1292
 PP1292'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1292'IN MENDOTA HEIGHTS.
 PP1292'MARK IS LOCATED 1.2 MILES EAST ALONG T.H. 110 FROM THE JUNCTION OF
 PP1292'T.H. 110 AND T.H. 55 IN MENDOTA HEIGHTS, IN THE SOUTHEAST CORNER OF
 PP1292'BRIDGE NO. 9538, T.H. 110 EASTBOUND OVER FAI 35E.  CORNER OF SW 1/4,
 PP1292'SEC 26, T 28N, R 23W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1436 ***********************************************************************
 PP1436  DESIGNATION -  1982 L
 PP1436  PID         -  PP1436
 PP1436  STATE/COUNTY-  MN/DAKOTA
 PP1436  USGS QUAD   -  ST PAUL WEST (1993)
 PP1436
 PP1436                         *CURRENT SURVEY CONTROL
 PP1436  ___________________________________________________________________
 PP1436* NAD 83(1986)-  44 54 05.     (N)    093 08 10.     (W)     SCALED    
 PP1436* NAVD 88     -       245.271  (meters)     804.69   (feet)  ADJUSTED  
 PP1436  ___________________________________________________________________
 PP1436  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 PP1436  DYNAMIC HT  -         245.264 (meters)     804.67  (feet)  COMP
 PP1436  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 PP1436
 PP1436  VERT ORDER  -  SECOND    CLASS 0
 PP1436
 PP1436.The horizontal coordinates were scaled from a topographic map and have
 PP1436.an estimated accuracy of +/- 6 seconds.
 PP1436
 PP1436.The orthometric height was determined by differential leveling
 PP1436.and adjusted by the National Geodetic Survey in June 1991..
 PP1436
 PP1436.The geoid height was determined by GEOID03.
 PP1436
 PP1436.The dynamic height is computed by dividing the NAVD 88
 PP1436.geopotential number by the normal gravity value computed on the
 PP1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1436.degrees latitude (g = 980.6199 gals.).
 PP1436
 PP1436.The modeled gravity was interpolated from observed gravity values.
 PP1436
 PP1436;                    North         East    Units  Estimated Accuracy
 PP1436;SPC MN S     -   311,630.      868,230.      MT  (+/- 180 meters Scaled)
 PP1436
 PP1436                          SUPERSEDED SURVEY CONTROL
 PP1436
 PP1436  NGVD 29 (??/??/92)  245.222  (m)          804.53   (f) ADJ UNCH    2 0
 PP1436
 PP1436.Superseded values are not recommended for survey control.
 PP1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1436.See file dsdata.txt to determine how the superseded data were derived.
 PP1436
 PP1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK892720(NAD 83)
 PP1436_MARKER: DR = REFERENCE MARK DISK
 PP1436_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1436_SP_SET: BRIDGE ABUTMENT
 PP1436_STAMPING: 1982 L 1970
 PP1436_MARK LOGO: MNDT  
 PP1436_PROJECTION: FLUSH
 PP1436_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1436+SATELLITE: SATELLITE OBSERVATIONS - December 28, 1988
 PP1436
 PP1436  HISTORY     - Date     Condition        Report By
 PP1436  HISTORY     - UNK      MONUMENTED       MNDT
 PP1436  HISTORY     - 1967     GOOD             MNDT
 PP1436  HISTORY     - 19881228 GOOD             MNDT
 PP1436  HISTORY     - 20031023 MARK NOT FOUND   USPSQD
 PP1436
 PP1436                          STATION DESCRIPTION
 PP1436
 PP1436'DESCRIBED BY MN DEPT OF TRANSP 1967
 PP1436'1.0 MI SW FROM LILYDALE.
 PP1436'MARK IS LOCATED IN THE NE 1/4, SECTION 23, T28N, R23W.  AT THE
 PP1436'INTERCHANGE OF F.A.I. 35E AND T.H. 13.  MARK IS A STANDARD MINNESOTA
 PP1436'HIGHWAY DEPARTMENT DISK, STAMPED 1982-L 1970 SET IN THE SOUTHEAST
 PP1436'CORNER ABUTMENT OF BRIDGE (NO. 9535).  T.H. 13 OVER F.A.I. 35E.
 PP1436
 PP1436                          STATION RECOVERY (1988)
 PP1436
 PP1436'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP1436'THE CITY OF MENDOTA HEIGHTS, AT THE JUNCTION OF INTERSTATE HIGHWAY 35E
 PP1436'AND TRUNK HIGHWAY 13, AND IN THE NE 1/4 OF SECTION 23, T28N, R23W .
 PP1436'THE MARK IS 20.0 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 13, AND 1.0
 PP1436'FOOT SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE.  THE MARK, A
 PP1436'STANDARD MNDT REFERENCE MARK DISK STAMPED---1982 L 1970---, IS SET IN
 PP1436'THE ABUTMENT AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 9535.
 PP1436
 PP1436                          STATION RECOVERY (2003)
 PP1436
 PP1436'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 PP1436'NOT FOUND. BRIDGE NUMBER IS NOW 19820, ERECTED IN 1993. NO MARK FOUND.
 PP1436' 
 PP1436'AREA UNDERGOING RIVER CROSSING EXPANSION AT THIS TIME. SPSPS JRD AND
 PP1436'ATD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1435 ***********************************************************************
 PP1435  DESIGNATION -  1982 M
 PP1435  PID         -  PP1435
 PP1435  STATE/COUNTY-  MN/DAKOTA
 PP1435  USGS QUAD   -  ST PAUL WEST (1993)
 PP1435
 PP1435                         *CURRENT SURVEY CONTROL
 PP1435  ___________________________________________________________________
 PP1435* NAD 83(1986)-  44 54 16.     (N)    093 08 16.     (W)     SCALED    
 PP1435* NAVD 88     -       236.289  (meters)     775.22   (feet)  ADJUSTED  
 PP1435  ___________________________________________________________________
 PP1435  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 PP1435  DYNAMIC HT  -         236.283 (meters)     775.21  (feet)  COMP
 PP1435  MODELED GRAV-     980,583.9   (mgal)                       NAVD 88
 PP1435
 PP1435  VERT ORDER  -  SECOND    CLASS 0
 PP1435
 PP1435.The horizontal coordinates were scaled from a topographic map and have
 PP1435.an estimated accuracy of +/- 6 seconds.
 PP1435
 PP1435.The orthometric height was determined by differential leveling
 PP1435.and adjusted by the National Geodetic Survey in June 1991..
 PP1435
 PP1435.The geoid height was determined by GEOID03.
 PP1435
 PP1435.The dynamic height is computed by dividing the NAVD 88
 PP1435.geopotential number by the normal gravity value computed on the
 PP1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1435.degrees latitude (g = 980.6199 gals.).
 PP1435
 PP1435.The modeled gravity was interpolated from observed gravity values.
 PP1435
 PP1435;                    North         East    Units  Estimated Accuracy
 PP1435;SPC MN S     -   311,970.      868,090.      MT  (+/- 180 meters Scaled)
 PP1435
 PP1435                          SUPERSEDED SURVEY CONTROL
 PP1435
 PP1435  NGVD 29 (??/??/92)  236.241  (m)          775.07   (f) ADJ UNCH    2 0
 PP1435
 PP1435.Superseded values are not recommended for survey control.
 PP1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1435.See file dsdata.txt to determine how the superseded data were derived.
 PP1435
 PP1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891723(NAD 83)
 PP1435_MARKER: DB = BENCH MARK DISK
 PP1435_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1435_SP_SET: BRIDGE ABUTMENT
 PP1435_STAMPING: 1982 M 1970
 PP1435_MARK LOGO: MNDT  
 PP1435_PROJECTION: FLUSH
 PP1435_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1435+SATELLITE: SATELLITE OBSERVATIONS - December 28, 1988
 PP1435
 PP1435  HISTORY     - Date     Condition        Report By
 PP1435  HISTORY     - UNK      MONUMENTED       MNDT
 PP1435  HISTORY     - 1967     GOOD             MNDT
 PP1435  HISTORY     - 198805   GOOD             USPSQD
 PP1435  HISTORY     - 19881228 GOOD             MNDT
 PP1435  HISTORY     - 20051113 MARK NOT FOUND   USPSQD
 PP1435
 PP1435                          STATION DESCRIPTION
 PP1435
 PP1435'DESCRIBED BY MN DEPT OF TRANSP 1967
 PP1435'IN ST PAUL.
 PP1435'MARK IS LOCATED NEAR THE N 1/4, SECTION 23, T28N, R23W.  AT THE
 PP1435'MISSISSIPPI RIVER BRIDGE FOR F.A.I. 35E.  MARK IS A STANDARD MINNESOTA
 PP1435'HIGHWAY DEPARTMENT DISK, STAMPED 1982-M 1970 SET IN THE SOUTHEAST
 PP1435'CORNER ABUTMENT OF BRIDGE (NO. 9330).  F.A.I. 35E BRIDGE OVER
 PP1435'MISSISSIPPI RIVER.
 PP1435
 PP1435                          STATION RECOVERY (1988)
 PP1435
 PP1435'RECOVERY NOTE BY US POWER SQUADRON 1988 (WM)
 PP1435'RECOVERED IN GOOD CONDITION.
 PP1435
 PP1435                          STATION RECOVERY (1988)
 PP1435
 PP1435'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP1435'IN THE CITY OF ST PAUL, AT THE INTERSTATE HIGHWAY 35E CROSSING OVER
 PP1435'THE MISSISSIPPI RIVER, AND IN THE NE 1/4 OF SECTION 23, T28N, R23W.
 PP1435'MARK IS 19.5 FEET EAST OF THE CENTERLINE OF NORTHBOUND HIGHWAY 35E,
 PP1435'30.8 FEET SOUTH-SOUTHWEST OF A LIGHT STANDARD, 1.0 FOOT NORTH OF THE
 PP1435'END STEEL FENCE POST, AND 1.1 FEET NORTHEAST OF THE SOUTHEAST CORNER
 PP1435'OF THE BRIDGE.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP1435'STAMPED---1982 M 1970---, IS SET IN THE ABUTMENT AT THE SOUTHEAST
 PP1435'CORNER OF BRIDGE NUMBER 9330 (HIGHWAY 35E OVER THE MISSISSIPPI RIVER).
 PP1435
 PP1435                          STATION RECOVERY (2005)
 PP1435
 PP1435'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 PP1435'MARK NOT FOUND. BRIDGE NUMBER 19820 REPLACED/REMODLED IN 1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1369 ***********************************************************************
 PP1369  DESIGNATION -  1982 N
 PP1369  PID         -  PP1369
 PP1369  STATE/COUNTY-  MN/DAKOTA
 PP1369  USGS QUAD   -  ST PAUL SW (1993)
 PP1369
 PP1369                         *CURRENT SURVEY CONTROL
 PP1369  ___________________________________________________________________
 PP1369* NAD 83(1986)-  44 45 42.     (N)    093 14 13.     (W)     SCALED    
 PP1369* NAVD 88     -       301.267  (meters)     988.41   (feet)  ADJUSTED  
 PP1369  ___________________________________________________________________
 PP1369  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 PP1369  DYNAMIC HT  -         301.252 (meters)     988.36  (feet)  COMP
 PP1369  MODELED GRAV-     980,558.3   (mgal)                       NAVD 88
 PP1369
 PP1369  VERT ORDER  -  SECOND    CLASS 0
 PP1369
 PP1369.The horizontal coordinates were scaled from a topographic map and have
 PP1369.an estimated accuracy of +/- 6 seconds.
 PP1369
 PP1369.The orthometric height was determined by differential leveling
 PP1369.and adjusted by the National Geodetic Survey in June 1991..
 PP1369
 PP1369.The geoid height was determined by GEOID03.
 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     -   296,020.      860,410.      MT  (+/- 180 meters Scaled)
 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: 15TVK812565(NAD 83)
 PP1369_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1369+STABILITY: SURFACE MOTION
 PP1369
 PP1369  HISTORY     - Date     Condition        Report By
 PP1369  HISTORY     - 1972     MONUMENTED       MNDT
 PP1369  HISTORY     - 20021217 GOOD             USPSQD
 PP1369  HISTORY     - 20051129 GOOD             USPSQD
 PP1369
 PP1369                          STATION DESCRIPTION
 PP1369
 PP1369'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1370 ***********************************************************************
 PP1370  DESIGNATION -  1982 P
 PP1370  PID         -  PP1370
 PP1370  STATE/COUNTY-  MN/DAKOTA
 PP1370  USGS QUAD   -  ST PAUL SW (1993)
 PP1370
 PP1370                         *CURRENT SURVEY CONTROL
 PP1370  ___________________________________________________________________
 PP1370* NAD 83(1986)-  44 46 12.     (N)    093 13 37.     (W)     SCALED    
 PP1370* NAVD 88     -       291.956  (meters)     957.86   (feet)  ADJUSTED  
 PP1370  ___________________________________________________________________
 PP1370  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 PP1370  DYNAMIC HT  -         291.942 (meters)     957.81  (feet)  COMP
 PP1370  MODELED GRAV-     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
 PP1370.and adjusted by the National Geodetic Survey in June 1991..
 PP1370
 PP1370.The geoid height was determined by GEOID03.
 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.      861,190.      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_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_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 - September 15, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1374 ***********************************************************************
 PP1374  DESIGNATION -  1982 Q
 PP1374  PID         -  PP1374
 PP1374  STATE/COUNTY-  MN/DAKOTA
 PP1374  USGS QUAD   -  ST PAUL SW (1993)
 PP1374
 PP1374                         *CURRENT SURVEY CONTROL
 PP1374  ___________________________________________________________________
 PP1374* NAD 83(1986)-  44 47 24.     (N)    093 12 49.     (W)     SCALED    
 PP1374* NAVD 88     -       277.930  (meters)     911.84   (feet)  ADJUSTED  
 PP1374  ___________________________________________________________________
 PP1374  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 PP1374  DYNAMIC HT  -         277.918 (meters)     911.80  (feet)  COMP
 PP1374  MODELED GRAV-     980,563.7   (mgal)                       NAVD 88
 PP1374
 PP1374  VERT ORDER  -  SECOND    CLASS I
 PP1374
 PP1374.The horizontal coordinates were scaled from a topographic map and have
 PP1374.an estimated accuracy of +/- 6 seconds.
 PP1374
 PP1374.The orthometric height was determined by differential leveling
 PP1374.and adjusted by the National Geodetic Survey in June 2000..
 PP1374
 PP1374.The geoid height was determined by GEOID03.
 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     -   299,190.      862,230.      MT  (+/- 180 meters Scaled)
 PP1374
 PP1374                          SUPERSEDED SURVEY CONTROL
 PP1374
 PP1374  NAVD 88 (06/15/91)  277.920  (m)          911.81   (f) UNKNOWN     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: 15TVK831596(NAD 83)
 PP1374_MARKER: DB = BENCH MARK DISK
 PP1374_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PP1374+WITH SETTING: PAVEMENT
 PP1374_SP_SET: FLAGPOLE BASE
 PP1374_STAMPING: 1982 Q 1972
 PP1374_MARK LOGO: MNDT  
 PP1374_PROJECTION: FLUSH
 PP1374_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1374+STABILITY: SURFACE MOTION
 PP1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1374+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 PP1374
 PP1374  HISTORY     - Date     Condition        Report By
 PP1374  HISTORY     - 1972     MONUMENTED       MNDT
 PP1374  HISTORY     - 19891020 GOOD             MNDT
 PP1374  HISTORY     - 20021012 POOR             USPSQD
 PP1374  HISTORY     - 20040915 GOOD             USPSQD
 PP1374  HISTORY     - 20051129 GOOD             USPSQD
 PP1374
 PP1374                          STATION DESCRIPTION
 PP1374
 PP1374'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1376 ***********************************************************************
 PP1376  DESIGNATION -  1982 S
 PP1376  PID         -  PP1376
 PP1376  STATE/COUNTY-  MN/DAKOTA
 PP1376  USGS QUAD   -  ST PAUL SW (1993)
 PP1376
 PP1376                         *CURRENT SURVEY CONTROL
 PP1376  ___________________________________________________________________
 PP1376* NAD 83(1986)-  44 47 51.     (N)    093 11 49.     (W)     SCALED    
 PP1376* NAVD 88     -       276.207  (meters)     906.19   (feet)  ADJUSTED  
 PP1376  ___________________________________________________________________
 PP1376  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PP1376  DYNAMIC HT  -         276.194 (meters)     906.15  (feet)  COMP
 PP1376  MODELED GRAV-     980,563.8   (mgal)                       NAVD 88
 PP1376
 PP1376  VERT ORDER  -  SECOND    CLASS 0
 PP1376
 PP1376.The horizontal coordinates were scaled from a topographic map and have
 PP1376.an estimated accuracy of +/- 6 seconds.
 PP1376
 PP1376.The orthometric height was determined by differential leveling
 PP1376.and adjusted by the National Geodetic Survey in June 1991..
 PP1376
 PP1376.The geoid height was determined by GEOID03.
 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     -   300,040.      863,540.      MT  (+/- 180 meters Scaled)
 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: 15TVK844604(NAD 83)
 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: MNDT  
 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 - October 20, 1988
 PP1376
 PP1376  HISTORY     - Date     Condition        Report By
 PP1376  HISTORY     - 1972     MONUMENTED       MNDT
 PP1376  HISTORY     - 19881020 GOOD             MNDT
 PP1376  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PP1376  HISTORY     - 20040915 MARK NOT FOUND   USPSQD
 PP1376
 PP1376                          STATION DESCRIPTION
 PP1376
 PP1376'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4421 ***********************************************************************
 AH4421  DESIGNATION -  1985 AB
 AH4421  PID         -  AH4421
 AH4421  STATE/COUNTY-  MN/DAKOTA
 AH4421  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4421
 AH4421                         *CURRENT SURVEY CONTROL
 AH4421  ___________________________________________________________________
 AH4421* NAD 83(1986)-  44 51 38.     (N)    093 06 23.     (W)     SCALED    
 AH4421* NAVD 88     -       279.518  (meters)     917.05   (feet)  ADJUSTED  
 AH4421  ___________________________________________________________________
 AH4421  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AH4421  DYNAMIC HT  -         279.510 (meters)     917.03  (feet)  COMP
 AH4421  MODELED GRAV-     980,579.6   (mgal)                       NAVD 88
 AH4421
 AH4421  VERT ORDER  -  SECOND    CLASS I
 AH4421
 AH4421.The horizontal coordinates were scaled from a topographic map and have
 AH4421.an estimated accuracy of +/- 6 seconds.
 AH4421
 AH4421.The orthometric height was determined by differential leveling
 AH4421.and adjusted by the National Geodetic Survey in June 2000..
 AH4421.No vertical observational check was made to the station.
 AH4421
 AH4421.The geoid height was determined by GEOID03.
 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     -   307,120.      870,620.      MT  (+/- 180 meters Scaled)
 AH4421
 AH4421                          SUPERSEDED SURVEY CONTROL
 AH4421
 AH4421.No superseded survey control is available for this station.
 AH4421
 AH4421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK915674(NAD 83)
 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 SUITABLE FOR
 AH4421+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 AH4421
 AH4421  HISTORY     - Date     Condition        Report By
 AH4421  HISTORY     - 1989     MONUMENTED       MNDT
 AH4421  HISTORY     - 20021213 GOOD             USPSQD
 AH4421  HISTORY     - 20040918 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4422 ***********************************************************************
 AH4422  DESIGNATION -  1985 AC
 AH4422  PID         -  AH4422
 AH4422  STATE/COUNTY-  MN/DAKOTA
 AH4422  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4422
 AH4422                         *CURRENT SURVEY CONTROL
 AH4422  ___________________________________________________________________
 AH4422* NAD 83(1986)-  44 51 54.     (N)    093 06 21.     (W)     SCALED    
 AH4422* NAVD 88     -       271.252  (meters)     889.93   (feet)  ADJUSTED  
 AH4422  ___________________________________________________________________
 AH4422  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AH4422  DYNAMIC HT  -         271.245 (meters)     889.91  (feet)  COMP
 AH4422  MODELED GRAV-     980,580.6   (mgal)                       NAVD 88
 AH4422
 AH4422  VERT ORDER  -  SECOND    CLASS I
 AH4422
 AH4422.The horizontal coordinates were scaled from a topographic map and have
 AH4422.an estimated accuracy of +/- 6 seconds.
 AH4422
 AH4422.The orthometric height was determined by differential leveling
 AH4422.and adjusted by the National Geodetic Survey in June 2000..
 AH4422.No vertical observational check was made to the station.
 AH4422
 AH4422.The geoid height was determined by GEOID03.
 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     -   307,610.      870,660.      MT  (+/- 180 meters Scaled)
 AH4422
 AH4422                          SUPERSEDED SURVEY CONTROL
 AH4422
 AH4422.No superseded survey control is available for this station.
 AH4422
 AH4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK916679(NAD 83)
 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
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4423 ***********************************************************************
 AH4423  DESIGNATION -  1985 AD
 AH4423  PID         -  AH4423
 AH4423  STATE/COUNTY-  MN/DAKOTA
 AH4423  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4423
 AH4423                         *CURRENT SURVEY CONTROL
 AH4423  ___________________________________________________________________
 AH4423* NAD 83(1986)-  44 52 20.     (N)    093 06 21.     (W)     SCALED    
 AH4423* NAVD 88     -       275.715  (meters)     904.58   (feet)  ADJUSTED  
 AH4423  ___________________________________________________________________
 AH4423  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AH4423  DYNAMIC HT  -         275.708 (meters)     904.55  (feet)  COMP
 AH4423  MODELED GRAV-     980,582.1   (mgal)                       NAVD 88
 AH4423
 AH4423  VERT ORDER  -  SECOND    CLASS I
 AH4423
 AH4423.The horizontal coordinates were scaled from a topographic map and have
 AH4423.an estimated accuracy of +/- 6 seconds.
 AH4423
 AH4423.The orthometric height was determined by differential leveling
 AH4423.and adjusted by the National Geodetic Survey in June 2000..
 AH4423.No vertical observational check was made to the station.
 AH4423
 AH4423.The geoid height was determined by GEOID03.
 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     -   308,410.      870,650.      MT  (+/- 180 meters Scaled)
 AH4423
 AH4423                          SUPERSEDED SURVEY CONTROL
 AH4423
 AH4423.No superseded survey control is available for this station.
 AH4423
 AH4423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK916687(NAD 83)
 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 - September 18, 2004
 AH4423
 AH4423  HISTORY     - Date     Condition        Report By
 AH4423  HISTORY     - 1989     MONUMENTED       MNDT
 AH4423  HISTORY     - 20021213 GOOD             USPSQD
 AH4423  HISTORY     - 20040918 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4424 ***********************************************************************
 AH4424  DESIGNATION -  1985 AE
 AH4424  PID         -  AH4424
 AH4424  STATE/COUNTY-  MN/DAKOTA
 AH4424  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4424
 AH4424                         *CURRENT SURVEY CONTROL
 AH4424  ___________________________________________________________________
 AH4424* NAD 83(1986)-  44 51 46.     (N)    093 05 29.     (W)     SCALED    
 AH4424* NAVD 88     -       280.211  (meters)     919.33   (feet)  ADJUSTED  
 AH4424  ___________________________________________________________________
 AH4424  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AH4424  DYNAMIC HT  -         280.204 (meters)     919.30  (feet)  COMP
 AH4424  MODELED GRAV-     980,581.2   (mgal)                       NAVD 88
 AH4424
 AH4424  VERT ORDER  -  SECOND    CLASS I
 AH4424
 AH4424.The horizontal coordinates were scaled from a topographic map and have
 AH4424.an estimated accuracy of +/- 6 seconds.
 AH4424
 AH4424.The orthometric height was determined by differential leveling
 AH4424.and adjusted by the National Geodetic Survey in June 2000..
 AH4424
 AH4424.The geoid height was determined by GEOID03.
 AH4424
 AH4424.The dynamic height is computed by dividing the NAVD 88
 AH4424.geopotential number by the normal gravity value computed on the
 AH4424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4424.degrees latitude (g = 980.6199 gals.).
 AH4424
 AH4424.The modeled gravity was interpolated from observed gravity values.
 AH4424
 AH4424;                    North         East    Units  Estimated Accuracy
 AH4424;SPC MN S     -   307,380.      871,810.      MT  (+/- 180 meters Scaled)
 AH4424
 AH4424                          SUPERSEDED SURVEY CONTROL
 AH4424
 AH4424.No superseded survey control is available for this station.
 AH4424
 AH4424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK927677(NAD 83)
 AH4424_MARKER: DV = VERTICAL CONTROL DISK
 AH4424_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4424_STAMPING: 1985 AE 1989
 AH4424_MARK LOGO: MNDT  
 AH4424_PROJECTION: FLUSH
 AH4424_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4424+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AH4424
 AH4424  HISTORY     - Date     Condition        Report By
 AH4424  HISTORY     - 1989     MONUMENTED       MNDT
 AH4424  HISTORY     - 20051113 POOR             USPSQD
 AH4424
 AH4424                          STATION DESCRIPTION
 AH4424
 AH4424'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4424'THE MARK IS LOCATED IN THE CITY OF SUNFISH LAKE, 0.85 MILE SOUTHWEST
 AH4424'ALONG INTERSTATE HIGHWAY 494 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52
 AH4424'AND 0.03 MILE NORTHEAST OF ITS JUNCTION WITH PIPER ROAD, AT HIGHWAY
 AH4424'494 MILEPOINT 68.0, AND IN THE SE 1/4 OF SECTION 31, T28N, R22W.  THE
 AH4424'MARK IS 81.5 FEET EAST-SOUTHEAST OF AND ABOUT 1 FOOT LOWER THAN THE
 AH4424'CENTERLINE OF EASTBOUND HIGHWAY 494, 145.9 FEET NORTHEAST OF THE
 AH4424'BRIDGE CARRYING PIPER ROAD OVER HIGHWAY 494, 43.9 FEET EAST-SOUTHEAST
 AH4424'OF MILEPOINT POST NUMBER 68, AND 1.1 FEET WEST-NORTHWEST OF A STEEL
 AH4424'WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL
 AH4424'MONUMENT DISK STAMPED---1985 AE 1989---, IS FORCED ONTO THE TOP OF A
 AH4424'3/4-INCH DIAMETER BY 40 FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH
 AH4424'THE GROUND.
 AH4424
 AH4424                          STATION RECOVERY (2005)
 AH4424
 AH4424'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4424'MARK IS TIPPED AND LOOSE ON THE ROD. ENTIRE PVC COLLAR IS TIPPED DOWN
 AH4424'HILL. MARK IS READABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4425 ***********************************************************************
 AH4425  DESIGNATION -  1985 AF
 AH4425  PID         -  AH4425
 AH4425  STATE/COUNTY-  MN/DAKOTA
 AH4425  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4425
 AH4425                         *CURRENT SURVEY CONTROL
 AH4425  ___________________________________________________________________
 AH4425* NAD 83(1986)-  44 51 42.     (N)    093 05 34.     (W)     SCALED    
 AH4425* NAVD 88     -       286.953  (meters)     941.45   (feet)  ADJUSTED  
 AH4425  ___________________________________________________________________
 AH4425  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AH4425  DYNAMIC HT  -         286.945 (meters)     941.42  (feet)  COMP
 AH4425  MODELED GRAV-     980,580.9   (mgal)                       NAVD 88
 AH4425
 AH4425  VERT ORDER  -  SECOND    CLASS I
 AH4425
 AH4425.The horizontal coordinates were scaled from a topographic map and have
 AH4425.an estimated accuracy of +/- 6 seconds.
 AH4425
 AH4425.The orthometric height was determined by differential leveling
 AH4425.and adjusted by the National Geodetic Survey in June 2000..
 AH4425.No vertical observational check was made to the station.
 AH4425
 AH4425.The geoid height was determined by GEOID03.
 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     -   307,250.      871,700.      MT  (+/- 180 meters Scaled)
 AH4425
 AH4425                          SUPERSEDED SURVEY CONTROL
 AH4425
 AH4425.No superseded survey control is available for this station.
 AH4425
 AH4425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK926675(NAD 83)
 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 SUITABLE FOR
 AH4425+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4426 ***********************************************************************
 AH4426  DESIGNATION -  1985 AG
 AH4426  PID         -  AH4426
 AH4426  STATE/COUNTY-  MN/DAKOTA
 AH4426  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4426
 AH4426                         *CURRENT SURVEY CONTROL
 AH4426  ___________________________________________________________________
 AH4426* NAD 83(1986)-  44 51 43.     (N)    093 05 38.     (W)     SCALED    
 AH4426* NAVD 88     -       284.936  (meters)     934.83   (feet)  ADJUSTED  
 AH4426  ___________________________________________________________________
 AH4426  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AH4426  DYNAMIC HT  -         284.928 (meters)     934.80  (feet)  COMP
 AH4426  MODELED GRAV-     980,580.9   (mgal)                       NAVD 88
 AH4426
 AH4426  VERT ORDER  -  SECOND    CLASS I
 AH4426
 AH4426.The horizontal coordinates were scaled from a topographic map and have
 AH4426.an estimated accuracy of +/- 6 seconds.
 AH4426
 AH4426.The orthometric height was determined by differential leveling
 AH4426.and adjusted by the National Geodetic Survey in June 2000..
 AH4426.No vertical observational check was made to the station.
 AH4426
 AH4426.The geoid height was determined by GEOID03.
 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     -   307,280.      871,610.      MT  (+/- 180 meters Scaled)
 AH4426
 AH4426                          SUPERSEDED SURVEY CONTROL
 AH4426
 AH4426.No superseded survey control is available for this station.
 AH4426
 AH4426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK925676(NAD 83)
 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 SUITABLE FOR
 AH4426+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4442 ***********************************************************************
 AH4442  DESIGNATION -  1985 AH
 AH4442  PID         -  AH4442
 AH4442  STATE/COUNTY-  MN/DAKOTA
 AH4442  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4442
 AH4442                         *CURRENT SURVEY CONTROL
 AH4442  ___________________________________________________________________
 AH4442* NAD 83(1986)-  44 52 29.     (N)    093 03 14.     (W)     SCALED    
 AH4442* NAVD 88     -       268.079  (meters)     879.52   (feet)  ADJUSTED  
 AH4442  ___________________________________________________________________
 AH4442  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AH4442  DYNAMIC HT  -         268.073 (meters)     879.50  (feet)  COMP
 AH4442  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 AH4442
 AH4442  VERT ORDER  -  SECOND    CLASS I
 AH4442
 AH4442.The horizontal coordinates were scaled from a topographic map and have
 AH4442.an estimated accuracy of +/- 6 seconds.
 AH4442
 AH4442.The orthometric height was determined by differential leveling
 AH4442.and adjusted by the National Geodetic Survey in June 2000..
 AH4442
 AH4442.The geoid height was determined by GEOID03.
 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     -   308,740.      874,750.      MT  (+/- 180 meters Scaled)
 AH4442
 AH4442                          SUPERSEDED SURVEY CONTROL
 AH4442
 AH4442.No superseded survey control is available for this station.
 AH4442
 AH4442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK957690(NAD 83)
 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
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4436 ***********************************************************************
 AH4436  DESIGNATION -  1985 AJ
 AH4436  PID         -  AH4436
 AH4436  STATE/COUNTY-  MN/DAKOTA
 AH4436  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4436
 AH4436                         *CURRENT SURVEY CONTROL
 AH4436  ___________________________________________________________________
 AH4436* NAD 83(1986)-  44 52 27.     (N)    093 03 53.     (W)     SCALED    
 AH4436* NAVD 88     -       284.317  (meters)     932.80   (feet)  ADJUSTED  
 AH4436  ___________________________________________________________________
 AH4436  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AH4436  DYNAMIC HT  -         284.311 (meters)     932.78  (feet)  COMP
 AH4436  MODELED GRAV-     980,585.7   (mgal)                       NAVD 88
 AH4436
 AH4436  VERT ORDER  -  SECOND    CLASS I
 AH4436
 AH4436.The horizontal coordinates were scaled from a topographic map and have
 AH4436.an estimated accuracy of +/- 6 seconds.
 AH4436
 AH4436.The orthometric height was determined by differential leveling
 AH4436.and adjusted by the National Geodetic Survey in June 2000..
 AH4436.No vertical observational check was made to the station.
 AH4436
 AH4436.The geoid height was determined by GEOID03.
 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     -   308,670.      873,900.      MT  (+/- 180 meters Scaled)
 AH4436
 AH4436                          SUPERSEDED SURVEY CONTROL
 AH4436
 AH4436.No superseded survey control is available for this station.
 AH4436
 AH4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK948689(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4436+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 AH4436
 AH4436  HISTORY     - Date     Condition        Report By
 AH4436  HISTORY     - 1989     MONUMENTED       MNDT
 AH4436  HISTORY     - 20020612 GOOD             USPSQD
 AH4436  HISTORY     - 20050111 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4437 ***********************************************************************
 AH4437  DESIGNATION -  1985 AK
 AH4437  PID         -  AH4437
 AH4437  STATE/COUNTY-  MN/DAKOTA
 AH4437  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4437
 AH4437                         *CURRENT SURVEY CONTROL
 AH4437  ___________________________________________________________________
 AH4437* NAD 83(1986)-  44 52 26.     (N)    093 03 55.     (W)     SCALED    
 AH4437* NAVD 88     -       284.210  (meters)     932.45   (feet)  ADJUSTED  
 AH4437  ___________________________________________________________________
 AH4437  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AH4437  DYNAMIC HT  -         284.204 (meters)     932.43  (feet)  COMP
 AH4437  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 AH4437
 AH4437  VERT ORDER  -  SECOND    CLASS I
 AH4437
 AH4437.The horizontal coordinates were scaled from a topographic map and have
 AH4437.an estimated accuracy of +/- 6 seconds.
 AH4437
 AH4437.The orthometric height was determined by differential leveling
 AH4437.and adjusted by the National Geodetic Survey in June 2000..
 AH4437.No vertical observational check was made to the station.
 AH4437
 AH4437.The geoid height was determined by GEOID03.
 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     -   308,640.      873,860.      MT  (+/- 180 meters Scaled)
 AH4437
 AH4437                          SUPERSEDED SURVEY CONTROL
 AH4437
 AH4437.No superseded survey control is available for this station.
 AH4437
 AH4437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK948689(NAD 83)
 AH4437_MARKER: DV = VERTICAL CONTROL 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: O = OTHER; SEE DESCRIPTION
 AH4437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4437+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 AH4437
 AH4437  HISTORY     - Date     Condition        Report By
 AH4437  HISTORY     - 1989     MONUMENTED       MNDT
 AH4437  HISTORY     - 20021213 GOOD             USPSQD
 AH4437  HISTORY     - 20050111 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4438 ***********************************************************************
 AH4438  DESIGNATION -  1985 AL
 AH4438  PID         -  AH4438
 AH4438  STATE/COUNTY-  MN/DAKOTA
 AH4438  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4438
 AH4438                         *CURRENT SURVEY CONTROL
 AH4438  ___________________________________________________________________
 AH4438* NAD 83(1986)-  44 52 27.     (N)    093 03 40.     (W)     SCALED    
 AH4438* NAVD 88     -       283.115  (meters)     928.85   (feet)  ADJUSTED  
 AH4438  ___________________________________________________________________
 AH4438  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AH4438  DYNAMIC HT  -         283.109 (meters)     928.83  (feet)  COMP
 AH4438  MODELED GRAV-     980,585.9   (mgal)                       NAVD 88
 AH4438
 AH4438  VERT ORDER  -  SECOND    CLASS I
 AH4438
 AH4438.The horizontal coordinates were scaled from a topographic map and have
 AH4438.an estimated accuracy of +/- 6 seconds.
 AH4438
 AH4438.The orthometric height was determined by differential leveling
 AH4438.and adjusted by the National Geodetic Survey in June 2000..
 AH4438
 AH4438.The geoid height was determined by GEOID03.
 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     -   308,670.      874,180.      MT  (+/- 180 meters Scaled)
 AH4438
 AH4438                          SUPERSEDED SURVEY CONTROL
 AH4438
 AH4438.No superseded survey control is available for this station.
 AH4438
 AH4438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK951689(NAD 83)
 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 SUITABLE FOR
 AH4438+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 AH4438
 AH4438  HISTORY     - Date     Condition        Report By
 AH4438  HISTORY     - 1984     MONUMENTED       MNDT
 AH4438  HISTORY     - 19980202 GOOD             MNDT
 AH4438  HISTORY     - 20020612 GOOD             USPSQD
 AH4438  HISTORY     - 20021201 GOOD             USPSQD
 AH4438  HISTORY     - 20040915 GOOD             USPSQD
 AH4438
 AH4438                          STATION DESCRIPTION
 AH4438
 AH4438'DESCRIBED BY MN DEPT OF TRANSP 1984 (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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4439 ***********************************************************************
 AH4439  DESIGNATION -  1985 AM
 AH4439  PID         -  AH4439
 AH4439  STATE/COUNTY-  MN/DAKOTA
 AH4439  USGS QUAD   -  ST PAUL EAST (1993)
 AH4439
 AH4439                         *CURRENT SURVEY CONTROL
 AH4439  ___________________________________________________________________
 AH4439* NAD 83(1986)-  44 52 33.     (N)    093 03 43.     (W)     SCALED    
 AH4439* NAVD 88     -       282.420  (meters)     926.57   (feet)  ADJUSTED  
 AH4439  ___________________________________________________________________
 AH4439  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AH4439  DYNAMIC HT  -         282.414 (meters)     926.55  (feet)  COMP
 AH4439  MODELED GRAV-     980,586.2   (mgal)                       NAVD 88
 AH4439
 AH4439  VERT ORDER  -  SECOND    CLASS I
 AH4439
 AH4439.The horizontal coordinates were scaled from a topographic map and have
 AH4439.an estimated accuracy of +/- 6 seconds.
 AH4439
 AH4439.The orthometric height was determined by differential leveling
 AH4439.and adjusted by the National Geodetic Survey in June 2000..
 AH4439
 AH4439.The geoid height was determined by GEOID03.
 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     -   308,850.      874,120.      MT  (+/- 180 meters Scaled)
 AH4439
 AH4439                          SUPERSEDED SURVEY CONTROL
 AH4439
 AH4439.No superseded survey control is available for this station.
 AH4439
 AH4439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK951691(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4439+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4440 ***********************************************************************
 AH4440  DESIGNATION -  1985 AN
 AH4440  PID         -  AH4440
 AH4440  STATE/COUNTY-  MN/DAKOTA
 AH4440  USGS QUAD   -  ST PAUL EAST (1993)
 AH4440
 AH4440                         *CURRENT SURVEY CONTROL
 AH4440  ___________________________________________________________________
 AH4440* NAD 83(1986)-  44 52 32.     (N)    093 03 28.     (W)     SCALED    
 AH4440* NAVD 88     -       282.591  (meters)     927.13   (feet)  ADJUSTED  
 AH4440  ___________________________________________________________________
 AH4440  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AH4440  DYNAMIC HT  -         282.585 (meters)     927.11  (feet)  COMP
 AH4440  MODELED GRAV-     980,586.3   (mgal)                       NAVD 88
 AH4440
 AH4440  VERT ORDER  -  SECOND    CLASS I
 AH4440
 AH4440.The horizontal coordinates were scaled from a topographic map and have
 AH4440.an estimated accuracy of +/- 6 seconds.
 AH4440
 AH4440.The orthometric height was determined by differential leveling
 AH4440.and adjusted by the National Geodetic Survey in June 2000..
 AH4440
 AH4440.The geoid height was determined by GEOID03.
 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     -   308,830.      874,450.      MT  (+/- 180 meters Scaled)
 AH4440
 AH4440                          SUPERSEDED SURVEY CONTROL
 AH4440
 AH4440.No superseded survey control is available for this station.
 AH4440
 AH4440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK954691(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4440+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4441 ***********************************************************************
 AH4441  DESIGNATION -  1985 AP
 AH4441  PID         -  AH4441
 AH4441  STATE/COUNTY-  MN/DAKOTA
 AH4441  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4441
 AH4441                         *CURRENT SURVEY CONTROL
 AH4441  ___________________________________________________________________
 AH4441* NAD 83(1986)-  44 52 27.     (N)    093 03 36.     (W)     SCALED    
 AH4441* NAVD 88     -       282.997  (meters)     928.47   (feet)  ADJUSTED  
 AH4441  ___________________________________________________________________
 AH4441  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AH4441  DYNAMIC HT  -         282.991 (meters)     928.45  (feet)  COMP
 AH4441  MODELED GRAV-     980,586.0   (mgal)                       NAVD 88
 AH4441
 AH4441  VERT ORDER  -  SECOND    CLASS I
 AH4441
 AH4441.The horizontal coordinates were scaled from a topographic map and have
 AH4441.an estimated accuracy of +/- 6 seconds.
 AH4441
 AH4441.The orthometric height was determined by differential leveling
 AH4441.and adjusted by the National Geodetic Survey in June 2000..
 AH4441
 AH4441.The geoid height was determined by GEOID03.
 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     -   308,670.      874,270.      MT  (+/- 180 meters Scaled)
 AH4441
 AH4441                          SUPERSEDED SURVEY CONTROL
 AH4441
 AH4441.No superseded survey control is available for this station.
 AH4441
 AH4441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK952689(NAD 83)
 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 SUITABLE FOR
 AH4441+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4435 ***********************************************************************
 AH4435  DESIGNATION -  1985 AQ
 AH4435  PID         -  AH4435
 AH4435  STATE/COUNTY-  MN/DAKOTA
 AH4435  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4435
 AH4435                         *CURRENT SURVEY CONTROL
 AH4435  ___________________________________________________________________
 AH4435* NAD 83(1986)-  44 52 29.     (N)    093 04 04.     (W)     SCALED    
 AH4435* NAVD 88     -       283.504  (meters)     930.13   (feet)  ADJUSTED  
 AH4435  ___________________________________________________________________
 AH4435  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AH4435  DYNAMIC HT  -         283.497 (meters)     930.11  (feet)  COMP
 AH4435  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 AH4435
 AH4435  VERT ORDER  -  SECOND    CLASS I
 AH4435
 AH4435.The horizontal coordinates were scaled from a topographic map and have
 AH4435.an estimated accuracy of +/- 6 seconds.
 AH4435
 AH4435.The orthometric height was determined by differential leveling
 AH4435.and adjusted by the National Geodetic Survey in June 2000..
 AH4435
 AH4435.The geoid height was determined by GEOID03.
 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     -   308,730.      873,660.      MT  (+/- 180 meters Scaled)
 AH4435
 AH4435                          SUPERSEDED SURVEY CONTROL
 AH4435
 AH4435.No superseded survey control is available for this station.
 AH4435
 AH4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK946690(NAD 83)
 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 = OCTOBER  6, 2006
 AH4443 ***********************************************************************
 AH4443  DESIGNATION -  1985 AR
 AH4443  PID         -  AH4443
 AH4443  STATE/COUNTY-  MN/DAKOTA
 AH4443  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4443
 AH4443                         *CURRENT SURVEY CONTROL
 AH4443  ___________________________________________________________________
 AH4443* NAD 83(1986)-  44 52 28.     (N)    093 03 09.     (W)     SCALED    
 AH4443* NAVD 88     -       274.447  (meters)     900.41   (feet)  ADJUSTED  
 AH4443  ___________________________________________________________________
 AH4443  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AH4443  DYNAMIC HT  -         274.441 (meters)     900.40  (feet)  COMP
 AH4443  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 AH4443
 AH4443  VERT ORDER  -  SECOND    CLASS I
 AH4443
 AH4443.The horizontal coordinates were scaled from a topographic map and have
 AH4443.an estimated accuracy of +/- 6 seconds.
 AH4443
 AH4443.The orthometric height was determined by differential leveling
 AH4443.and adjusted by the National Geodetic Survey in June 2000..
 AH4443.No vertical observational check was made to the station.
 AH4443
 AH4443.The geoid height was determined by GEOID03.
 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     -   308,710.      874,860.      MT  (+/- 180 meters Scaled)
 AH4443
 AH4443                          SUPERSEDED SURVEY CONTROL
 AH4443
 AH4443.No superseded survey control is available for this station.
 AH4443
 AH4443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK958690(NAD 83)
 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 = OCTOBER  6, 2006
 AH4444 ***********************************************************************
 AH4444  DESIGNATION -  1985 AS
 AH4444  PID         -  AH4444
 AH4444  STATE/COUNTY-  MN/DAKOTA
 AH4444  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4444
 AH4444                         *CURRENT SURVEY CONTROL
 AH4444  ___________________________________________________________________
 AH4444* NAD 83(1986)-  44 52 27.     (N)    093 02 34.     (W)     SCALED    
 AH4444* NAVD 88     -       251.622  (meters)     825.53   (feet)  ADJUSTED  
 AH4444  ___________________________________________________________________
 AH4444  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AH4444  DYNAMIC HT  -         251.616 (meters)     825.51  (feet)  COMP
 AH4444  MODELED GRAV-     980,586.5   (mgal)                       NAVD 88
 AH4444
 AH4444  VERT ORDER  -  SECOND    CLASS I
 AH4444
 AH4444.The horizontal coordinates were scaled from a topographic map and have
 AH4444.an estimated accuracy of +/- 6 seconds.
 AH4444
 AH4444.The orthometric height was determined by differential leveling
 AH4444.and adjusted by the National Geodetic Survey in June 2000..
 AH4444
 AH4444.The geoid height was determined by GEOID03.
 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     -   308,690.      875,630.      MT  (+/- 180 meters Scaled)
 AH4444
 AH4444                          SUPERSEDED SURVEY CONTROL
 AH4444
 AH4444.No superseded survey control is available for this station.
 AH4444
 AH4444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK966689(NAD 83)
 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 = OCTOBER  6, 2006
 AH4445 ***********************************************************************
 AH4445  DESIGNATION -  1985 AT
 AH4445  PID         -  AH4445
 AH4445  STATE/COUNTY-  MN/DAKOTA
 AH4445  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4445
 AH4445                         *CURRENT SURVEY CONTROL
 AH4445  ___________________________________________________________________
 AH4445* NAD 83(1986)-  44 52 26.     (N)    093 02 25.     (W)     SCALED    
 AH4445* NAVD 88     -       250.476  (meters)     821.77   (feet)  ADJUSTED  
 AH4445  ___________________________________________________________________
 AH4445  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AH4445  DYNAMIC HT  -         250.470 (meters)     821.75  (feet)  COMP
 AH4445  MODELED GRAV-     980,586.5   (mgal)                       NAVD 88
 AH4445
 AH4445  VERT ORDER  -  SECOND    CLASS I
 AH4445
 AH4445.The horizontal coordinates were scaled from a topographic map and have
 AH4445.an estimated accuracy of +/- 6 seconds.
 AH4445
 AH4445.The orthometric height was determined by differential leveling
 AH4445.and adjusted by the National Geodetic Survey in June 2000..
 AH4445
 AH4445.The geoid height was determined by GEOID03.
 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     -   308,660.      875,830.      MT  (+/- 180 meters Scaled)
 AH4445
 AH4445                          SUPERSEDED SURVEY CONTROL
 AH4445
 AH4445.No superseded survey control is available for this station.
 AH4445
 AH4445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK968689(NAD 83)
 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 = OCTOBER  6, 2006
 AH4446 ***********************************************************************
 AH4446  DESIGNATION -  1985 AU
 AH4446  PID         -  AH4446
 AH4446  STATE/COUNTY-  MN/DAKOTA
 AH4446  USGS QUAD   -  ST PAUL EAST (1993)
 AH4446
 AH4446                         *CURRENT SURVEY CONTROL
 AH4446  ___________________________________________________________________
 AH4446* NAD 83(1986)-  44 52 33.     (N)    093 01 49.     (W)     SCALED    
 AH4446* NAVD 88     -       227.289  (meters)     745.70   (feet)  ADJUSTED  
 AH4446  ___________________________________________________________________
 AH4446  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AH4446  DYNAMIC HT  -         227.284 (meters)     745.68  (feet)  COMP
 AH4446  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 AH4446
 AH4446  VERT ORDER  -  SECOND    CLASS I
 AH4446
 AH4446.The horizontal coordinates were scaled from a topographic map and have
 AH4446.an estimated accuracy of +/- 6 seconds.
 AH4446
 AH4446.The orthometric height was determined by differential leveling
 AH4446.and adjusted by the National Geodetic Survey in June 2000..
 AH4446
 AH4446.The geoid height was determined by GEOID03.
 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     -   308,880.      876,620.      MT  (+/- 180 meters Scaled)
 AH4446
 AH4446                          SUPERSEDED SURVEY CONTROL
 AH4446
 AH4446.No superseded survey control is available for this station.
 AH4446
 AH4446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK976691(NAD 83)
 AH4446_MARKER: DR = REFERENCE MARK DISK
 AH4446_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 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 = OCTOBER  6, 2006
 AH4399 ***********************************************************************
 AH4399  DESIGNATION -  1985 AV
 AH4399  PID         -  AH4399
 AH4399  STATE/COUNTY-  MN/DAKOTA
 AH4399  USGS QUAD   -  ST PAUL SW (1993)
 AH4399
 AH4399                         *CURRENT SURVEY CONTROL
 AH4399  ___________________________________________________________________
 AH4399* NAD 83(1986)-  44 51 39.     (N)    093 10 02.     (W)     SCALED    
 AH4399* NAVD 88     -       263.083  (meters)     863.13   (feet)  ADJUSTED  
 AH4399  ___________________________________________________________________
 AH4399  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AH4399  DYNAMIC HT  -         263.075 (meters)     863.11  (feet)  COMP
 AH4399  MODELED GRAV-     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
 AH4399.and adjusted by the National Geodetic Survey in June 2000..
 AH4399
 AH4399.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH4417 ***********************************************************************
 AH4417  DESIGNATION -  1985 AW
 AH4417  PID         -  AH4417
 AH4417  STATE/COUNTY-  MN/DAKOTA
 AH4417  USGS QUAD   -  ST PAUL SW (1993)
 AH4417
 AH4417                         *CURRENT SURVEY CONTROL
 AH4417  ___________________________________________________________________
 AH4417* NAD 83(1986)-  44 51 45.     (N)    093 07 53.     (W)     SCALED    
 AH4417* NAVD 88     -       269.303  (meters)     883.54   (feet)  ADJUSTED  
 AH4417  ___________________________________________________________________
 AH4417  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AH4417  DYNAMIC HT  -         269.295 (meters)     883.51  (feet)  COMP
 AH4417  MODELED GRAV-     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
 AH4417.and adjusted by the National Geodetic Survey in June 2000..
 AH4417
 AH4417.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH4418 ***********************************************************************
 AH4418  DESIGNATION -  1985 AX
 AH4418  PID         -  AH4418
 AH4418  STATE/COUNTY-  MN/DAKOTA
 AH4418  USGS QUAD   -  ST PAUL SW (1993)
 AH4418
 AH4418                         *CURRENT SURVEY CONTROL
 AH4418  ___________________________________________________________________
 AH4418* NAD 83(1986)-  44 51 44.     (N)    093 07 45.     (W)     SCALED    
 AH4418* NAVD 88     -       277.921  (meters)     911.81   (feet)  ADJUSTED  
 AH4418  ___________________________________________________________________
 AH4418  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AH4418  DYNAMIC HT  -         277.912 (meters)     911.78  (feet)  COMP
 AH4418  MODELED GRAV-     980,578.3   (mgal)                       NAVD 88
 AH4418
 AH4418  VERT ORDER  -  SECOND    CLASS I
 AH4418
 AH4418.The horizontal coordinates were scaled from a topographic map and have
 AH4418.an estimated accuracy of +/- 6 seconds.
 AH4418
 AH4418.The orthometric height was determined by differential leveling
 AH4418.and adjusted by the National Geodetic Survey in June 2000..
 AH4418.No vertical observational check was made to the station.
 AH4418
 AH4418.The geoid height was determined by GEOID03.
 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     -   307,280.      868,820.      MT  (+/- 180 meters Scaled)
 AH4418
 AH4418                          SUPERSEDED SURVEY CONTROL
 AH4418
 AH4418.No superseded survey control is available for this station.
 AH4418
 AH4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK897676(NAD 83)
 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 = OCTOBER  6, 2006
 AH4419 ***********************************************************************
 AH4419  DESIGNATION -  1985 AY
 AH4419  PID         -  AH4419
 AH4419  STATE/COUNTY-  MN/DAKOTA
 AH4419  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4419
 AH4419                         *CURRENT SURVEY CONTROL
 AH4419  ___________________________________________________________________
 AH4419* NAD 83(1986)-  44 51 43.     (N)    093 06 33.     (W)     SCALED    
 AH4419* NAVD 88     -       269.542  (meters)     884.32   (feet)  ADJUSTED  
 AH4419  ___________________________________________________________________
 AH4419  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AH4419  DYNAMIC HT  -         269.534 (meters)     884.30  (feet)  COMP
 AH4419  MODELED GRAV-     980,579.7   (mgal)                       NAVD 88
 AH4419
 AH4419  VERT ORDER  -  SECOND    CLASS I
 AH4419
 AH4419.The horizontal coordinates were scaled from a topographic map and have
 AH4419.an estimated accuracy of +/- 6 seconds.
 AH4419
 AH4419.The orthometric height was determined by differential leveling
 AH4419.and adjusted by the National Geodetic Survey in June 2000..
 AH4419
 AH4419.The geoid height was determined by GEOID03.
 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     -   307,270.      870,400.      MT  (+/- 180 meters Scaled)
 AH4419
 AH4419                          SUPERSEDED SURVEY CONTROL
 AH4419
 AH4419.No superseded survey control is available for this station.
 AH4419
 AH4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK913676(NAD 83)
 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 = OCTOBER  6, 2006
 PP1446 ***********************************************************************
 PP1446  DESIGNATION -  1985 C 1
 PP1446  PID         -  PP1446
 PP1446  STATE/COUNTY-  MN/DAKOTA
 PP1446  USGS QUAD   -  ST PAUL EAST (1993)
 PP1446
 PP1446                         *CURRENT SURVEY CONTROL
 PP1446  ___________________________________________________________________
 PP1446* NAD 83(1986)-  44 52 34.     (N)    093 01 49.     (W)     SCALED    
 PP1446* NAVD 88     -       223.612  (meters)     733.63   (feet)  ADJUSTED  
 PP1446  ___________________________________________________________________
 PP1446  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 PP1446  DYNAMIC HT  -         223.606 (meters)     733.61  (feet)  COMP
 PP1446  MODELED GRAV-     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
 PP1446.and adjusted by the National Geodetic Survey in June 1991..
 PP1446
 PP1446.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1294 ***********************************************************************
 PP1294  DESIGNATION -  1985 F
 PP1294  PID         -  PP1294
 PP1294  STATE/COUNTY-  MN/DAKOTA
 PP1294  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1294
 PP1294                         *CURRENT SURVEY CONTROL
 PP1294  ___________________________________________________________________
 PP1294* NAD 83(1986)-  44 52 25.     (N)    093 03 25.     (W)     SCALED    
 PP1294* NAVD 88     -       277.399  (meters)     910.10   (feet)  ADJUSTED  
 PP1294  ___________________________________________________________________
 PP1294  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 PP1294  DYNAMIC HT  -         277.393 (meters)     910.08  (feet)  COMP
 PP1294  MODELED GRAV-     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
 PP1294.and adjusted by the National Geodetic Survey in June 1991..
 PP1294
 PP1294.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1299 ***********************************************************************
 PP1299  DESIGNATION -  1985 G
 PP1299  PID         -  PP1299
 PP1299  STATE/COUNTY-  MN/DAKOTA
 PP1299  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1299
 PP1299                         *CURRENT SURVEY CONTROL
 PP1299  ___________________________________________________________________
 PP1299* NAD 83(1986)-  44 52 10.     (N)    093 05 21.     (W)     SCALED    
 PP1299* NAVD 88     -       308.582  (meters)    1012.41   (feet)  ADJUSTED  
 PP1299  ___________________________________________________________________
 PP1299  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 PP1299  DYNAMIC HT  -         308.574 (meters)    1012.38  (feet)  COMP
 PP1299  MODELED GRAV-     980,582.9   (mgal)                       NAVD 88
 PP1299
 PP1299  VERT ORDER  -  SECOND    CLASS 0
 PP1299
 PP1299.The horizontal coordinates were scaled from a topographic map and have
 PP1299.an estimated accuracy of +/- 6 seconds.
 PP1299
 PP1299.The orthometric height was determined by differential leveling
 PP1299.and adjusted by the National Geodetic Survey in June 1991..
 PP1299
 PP1299.The geoid height was determined by GEOID03.
 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     -   308,120.      871,970.      MT  (+/- 180 meters Scaled)
 PP1299
 PP1299                          SUPERSEDED SURVEY CONTROL
 PP1299
 PP1299.No superseded survey control is available for this station.
 PP1299
 PP1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK929684(NAD 83)
 PP1299_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 PP1300 ***********************************************************************
 PP1300  DESIGNATION -  1985 H
 PP1300  PID         -  PP1300
 PP1300  STATE/COUNTY-  MN/DAKOTA
 PP1300  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1300
 PP1300                         *CURRENT SURVEY CONTROL
 PP1300  ___________________________________________________________________
 PP1300* NAD 83(1986)-  44 52 18.     (N)    093 06 12.     (W)     SCALED    
 PP1300* NAVD 88     -       286.572  (meters)     940.20   (feet)  ADJUSTED  
 PP1300  ___________________________________________________________________
 PP1300  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 PP1300  DYNAMIC HT  -         286.564 (meters)     940.17  (feet)  COMP
 PP1300  MODELED GRAV-     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
 PP1300.and adjusted by the National Geodetic Survey in June 1991..
 PP1300
 PP1300.The geoid height was determined by GEOID03.
 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: 15TVK918687(NAD 83)
 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 = OCTOBER  6, 2006
 PP1301 ***********************************************************************
 PP1301  DESIGNATION -  1985 J
 PP1301  PID         -  PP1301
 PP1301  STATE/COUNTY-  MN/DAKOTA
 PP1301  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1301
 PP1301                         *CURRENT SURVEY CONTROL
 PP1301  ___________________________________________________________________
 PP1301* NAD 83(1986)-  44 51 42.     (N)    093 06 25.     (W)     SCALED    
 PP1301* NAVD 88     -       271.235  (meters)     889.88   (feet)  ADJUSTED  
 PP1301  ___________________________________________________________________
 PP1301  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 PP1301  DYNAMIC HT  -         271.227 (meters)     889.85  (feet)  COMP
 PP1301  MODELED GRAV-     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
 PP1301.and adjusted by the National Geodetic Survey in June 1991..
 PP1301
 PP1301.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1303 ***********************************************************************
 PP1303  DESIGNATION -  1985 K
 PP1303  PID         -  PP1303
 PP1303  STATE/COUNTY-  MN/DAKOTA
 PP1303  USGS QUAD   -  ST PAUL SW (1993)
 PP1303
 PP1303                         *CURRENT SURVEY CONTROL
 PP1303  ___________________________________________________________________
 PP1303* NAD 83(1986)-  44 51 42.     (N)    093 07 47.     (W)     SCALED    
 PP1303* NAVD 88     -       274.183  (meters)     899.55   (feet)  ADJUSTED  
 PP1303  ___________________________________________________________________
 PP1303  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 PP1303  DYNAMIC HT  -         274.174 (meters)     899.52  (feet)  COMP
 PP1303  MODELED GRAV-     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
 PP1303.and adjusted by the National Geodetic Survey in June 1991..
 PP1303
 PP1303.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1307 ***********************************************************************
 PP1307  DESIGNATION -  1985 L
 PP1307  PID         -  PP1307
 PP1307  STATE/COUNTY-  MN/DAKOTA
 PP1307  USGS QUAD   -  ST PAUL SW (1993)
 PP1307
 PP1307                         *CURRENT SURVEY CONTROL
 PP1307  ___________________________________________________________________
 PP1307* NAD 83(1986)-  44 51 42.     (N)    093 09 59.     (W)     SCALED    
 PP1307* NAVD 88     -       262.917  (meters)     862.59   (feet)  ADJUSTED  
 PP1307  ___________________________________________________________________
 PP1307  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 PP1307  DYNAMIC HT  -         262.908 (meters)     862.56  (feet)  COMP
 PP1307  MODELED GRAV-     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
 PP1307.and adjusted by the National Geodetic Survey in June 1991..
 PP1307
 PP1307.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1308 ***********************************************************************
 PP1308  DESIGNATION -  1985 M
 PP1308  PID         -  PP1308
 PP1308  STATE/COUNTY-  MN/DAKOTA
 PP1308  USGS QUAD   -  ST PAUL SW (1993)
 PP1308
 PP1308                         *CURRENT SURVEY CONTROL
 PP1308  ___________________________________________________________________
 PP1308* NAD 83(1986)-  44 51 42.     (N)    093 10 31.     (W)     SCALED    
 PP1308* NAVD 88     -       235.665  (meters)     773.18   (feet)  ADJUSTED  
 PP1308  ___________________________________________________________________
 PP1308  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 PP1308  DYNAMIC HT  -         235.657 (meters)     773.15  (feet)  COMP
 PP1308  MODELED GRAV-     980,576.2   (mgal)                       NAVD 88
 PP1308
 PP1308  VERT ORDER  -  SECOND    CLASS 0
 PP1308
 PP1308.The horizontal coordinates were scaled from a topographic map and have
 PP1308.an estimated accuracy of +/- 6 seconds.
 PP1308
 PP1308.The orthometric height was determined by differential leveling
 PP1308.and adjusted by the National Geodetic Survey in June 1991..
 PP1308
 PP1308.The geoid height was determined by GEOID03.
 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     -   307,180.      865,180.      MT  (+/- 180 meters Scaled)
 PP1308
 PP1308                          SUPERSEDED SURVEY CONTROL
 PP1308
 PP1308.No superseded survey control is available for this station.
 PP1308
 PP1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK861675(NAD 83)
 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 = OCTOBER  6, 2006
 PP1309 ***********************************************************************
 PP1309  DESIGNATION -  1985 N
 PP1309  PID         -  PP1309
 PP1309  STATE/COUNTY-  MN/DAKOTA
 PP1309  USGS QUAD   -  ST PAUL SW (1993)
 PP1309
 PP1309                         *CURRENT SURVEY CONTROL
 PP1309  ___________________________________________________________________
 PP1309* NAD 83(1986)-  44 51 48.     (N)    093 10 31.     (W)     SCALED    
 PP1309* NAVD 88     -       222.822  (meters)     731.04   (feet)  ADJUSTED  
 PP1309  ___________________________________________________________________
 PP1309  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 PP1309  DYNAMIC HT  -         222.814 (meters)     731.02  (feet)  COMP
 PP1309  MODELED GRAV-     980,576.5   (mgal)                       NAVD 88
 PP1309
 PP1309  VERT ORDER  -  SECOND    CLASS 0
 PP1309
 PP1309.The horizontal coordinates were scaled from a topographic map and have
 PP1309.an estimated accuracy of +/- 6 seconds.
 PP1309
 PP1309.The orthometric height was determined by differential leveling
 PP1309.and adjusted by the National Geodetic Survey in June 1991..
 PP1309
 PP1309.The geoid height was determined by GEOID03.
 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     -   307,370.      865,180.      MT  (+/- 180 meters Scaled)
 PP1309
 PP1309                          SUPERSEDED SURVEY CONTROL
 PP1309
 PP1309.No superseded survey control is available for this station.
 PP1309
 PP1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK861677(NAD 83)
 PP1309_MARKER: DD = SURVEY DISK
 PP1309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 AH4400 ***********************************************************************
 AH4400  DESIGNATION -  1985 Q 1
 AH4400  PID         -  AH4400
 AH4400  STATE/COUNTY-  MN/DAKOTA
 AH4400  USGS QUAD   -  ST PAUL SW (1993)
 AH4400
 AH4400                         *CURRENT SURVEY CONTROL
 AH4400  ___________________________________________________________________
 AH4400* NAD 83(1986)-  44 51 47.     (N)    093 08 56.     (W)     SCALED    
 AH4400* NAVD 88     -       266.668  (meters)     874.89   (feet)  ADJUSTED  
 AH4400  ___________________________________________________________________
 AH4400  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AH4400  DYNAMIC HT  -         266.659 (meters)     874.86  (feet)  COMP
 AH4400  MODELED GRAV-     980,577.3   (mgal)                       NAVD 88
 AH4400
 AH4400  VERT ORDER  -  SECOND    CLASS I
 AH4400
 AH4400.The horizontal coordinates were scaled from a topographic map and have
 AH4400.an estimated accuracy of +/- 6 seconds.
 AH4400
 AH4400.The orthometric height was determined by differential leveling
 AH4400.and adjusted by the National Geodetic Survey in June 2000..
 AH4400
 AH4400.The geoid height was determined by GEOID03.
 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     -   307,360.      867,260.      MT  (+/- 180 meters Scaled)
 AH4400
 AH4400                          SUPERSEDED SURVEY CONTROL
 AH4400
 AH4400.No superseded survey control is available for this station.
 AH4400
 AH4400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK882677(NAD 83)
 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 = OCTOBER  6, 2006
 AH4401 ***********************************************************************
 AH4401  DESIGNATION -  1985 R 1
 AH4401  PID         -  AH4401
 AH4401  STATE/COUNTY-  MN/DAKOTA
 AH4401  USGS QUAD   -  ST PAUL SW (1993)
 AH4401
 AH4401                         *CURRENT SURVEY CONTROL
 AH4401  ___________________________________________________________________
 AH4401* NAD 83(1986)-  44 51 47.     (N)    093 08 53.     (W)     SCALED    
 AH4401* NAVD 88     -       266.197  (meters)     873.35   (feet)  ADJUSTED  
 AH4401  ___________________________________________________________________
 AH4401  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AH4401  DYNAMIC HT  -         266.188 (meters)     873.32  (feet)  COMP
 AH4401  MODELED GRAV-     980,577.4   (mgal)                       NAVD 88
 AH4401
 AH4401  VERT ORDER  -  SECOND    CLASS I
 AH4401
 AH4401.The horizontal coordinates were scaled from a topographic map and have
 AH4401.an estimated accuracy of +/- 6 seconds.
 AH4401
 AH4401.The orthometric height was determined by differential leveling
 AH4401.and adjusted by the National Geodetic Survey in June 2000..
 AH4401
 AH4401.The geoid height was determined by GEOID03.
 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     -   307,360.      867,330.      MT  (+/- 180 meters Scaled)
 AH4401
 AH4401                          SUPERSEDED SURVEY CONTROL
 AH4401
 AH4401.No superseded survey control is available for this station.
 AH4401
 AH4401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK883677(NAD 83)
 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 = OCTOBER  6, 2006
 AH4402 ***********************************************************************
 AH4402  DESIGNATION -  1985 S 1
 AH4402  PID         -  AH4402
 AH4402  STATE/COUNTY-  MN/DAKOTA
 AH4402  USGS QUAD   -  ST PAUL SW (1993)
 AH4402
 AH4402                         *CURRENT SURVEY CONTROL
 AH4402  ___________________________________________________________________
 AH4402* NAD 83(1986)-  44 51 45.     (N)    093 08 53.     (W)     SCALED    
 AH4402* NAVD 88     -       265.267  (meters)     870.30   (feet)  ADJUSTED  
 AH4402  ___________________________________________________________________
 AH4402  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AH4402  DYNAMIC HT  -         265.258 (meters)     870.27  (feet)  COMP
 AH4402  MODELED GRAV-     980,577.3   (mgal)                       NAVD 88
 AH4402
 AH4402  VERT ORDER  -  SECOND    CLASS I
 AH4402
 AH4402.The horizontal coordinates were scaled from a topographic map and have
 AH4402.an estimated accuracy of +/- 6 seconds.
 AH4402
 AH4402.The orthometric height was determined by differential leveling
 AH4402.and adjusted by the National Geodetic Survey in June 2000..
 AH4402
 AH4402.The geoid height was determined by GEOID03.
 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     -   307,300.      867,330.      MT  (+/- 180 meters Scaled)
 AH4402
 AH4402                          SUPERSEDED SURVEY CONTROL
 AH4402
 AH4402.No superseded survey control is available for this station.
 AH4402
 AH4402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK883676(NAD 83)
 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 = OCTOBER  6, 2006
 AH4403 ***********************************************************************
 AH4403  DESIGNATION -  1985 T 1
 AH4403  PID         -  AH4403
 AH4403  STATE/COUNTY-  MN/DAKOTA
 AH4403  USGS QUAD   -  ST PAUL SW (1993)
 AH4403
 AH4403                         *CURRENT SURVEY CONTROL
 AH4403  ___________________________________________________________________
 AH4403* NAD 83(1986)-  44 51 44.     (N)    093 08 53.     (W)     SCALED    
 AH4403* NAVD 88     -       265.573  (meters)     871.30   (feet)  ADJUSTED  
 AH4403  ___________________________________________________________________
 AH4403  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AH4403  DYNAMIC HT  -         265.565 (meters)     871.27  (feet)  COMP
 AH4403  MODELED GRAV-     980,577.2   (mgal)                       NAVD 88
 AH4403
 AH4403  VERT ORDER  -  SECOND    CLASS I
 AH4403
 AH4403.The horizontal coordinates were scaled from a topographic map and have
 AH4403.an estimated accuracy of +/- 6 seconds.
 AH4403
 AH4403.The orthometric height was determined by differential leveling
 AH4403.and adjusted by the National Geodetic Survey in June 2000..
 AH4403
 AH4403.The geoid height was determined by GEOID03.
 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     -   307,270.      867,330.      MT  (+/- 180 meters Scaled)
 AH4403
 AH4403                          SUPERSEDED SURVEY CONTROL
 AH4403
 AH4403.No superseded survey control is available for this station.
 AH4403
 AH4403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK883676(NAD 83)
 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 = OCTOBER  6, 2006
 AH4398 ***********************************************************************
 AH4398  DESIGNATION -  1985 U
 AH4398  PID         -  AH4398
 AH4398  STATE/COUNTY-  MN/DAKOTA
 AH4398  USGS QUAD   -  ST PAUL SW (1993)
 AH4398
 AH4398                         *CURRENT SURVEY CONTROL
 AH4398  ___________________________________________________________________
 AH4398* NAD 83(1986)-  44 51 42.     (N)    093 10 38.     (W)     SCALED    
 AH4398* NAVD 88     -       231.070  (meters)     758.10   (feet)  ADJUSTED  
 AH4398  ___________________________________________________________________
 AH4398  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AH4398  DYNAMIC HT  -         231.062 (meters)     758.08  (feet)  COMP
 AH4398  MODELED GRAV-     980,576.3   (mgal)                       NAVD 88
 AH4398
 AH4398  VERT ORDER  -  SECOND    CLASS I
 AH4398
 AH4398.The horizontal coordinates were scaled from a topographic map and have
 AH4398.an estimated accuracy of +/- 6 seconds.
 AH4398
 AH4398.The orthometric height was determined by differential leveling
 AH4398.and adjusted by the National Geodetic Survey in June 2000..
 AH4398
 AH4398.The geoid height was determined by GEOID03.
 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     -   307,180.      865,020.      MT  (+/- 180 meters Scaled)
 AH4398
 AH4398                          SUPERSEDED SURVEY CONTROL
 AH4398
 AH4398.No superseded survey control is available for this station.
 AH4398
 AH4398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK859675(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AH4398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4398+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 AH4398
 AH4398  HISTORY     - Date     Condition        Report By
 AH4398  HISTORY     - 1982     MONUMENTED       MNDT
 AH4398  HISTORY     - 20040925 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4379 ***********************************************************************
 AH4379  DESIGNATION -  1985 U 1
 AH4379  PID         -  AH4379
 AH4379  STATE/COUNTY-  MN/DAKOTA
 AH4379  USGS QUAD   -  ST PAUL SW (1993)
 AH4379
 AH4379                         *CURRENT SURVEY CONTROL
 AH4379  ___________________________________________________________________
 AH4379* NAD 83(1986)-  44 51 44.     (N)    093 08 41.     (W)     SCALED    
 AH4379* NAVD 88     -       267.277  (meters)     876.89   (feet)  ADJUSTED  
 AH4379  ___________________________________________________________________
 AH4379  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH4379  DYNAMIC HT  -         267.268 (meters)     876.86  (feet)  COMP
 AH4379  MODELED GRAV-     980,577.4   (mgal)                       NAVD 88
 AH4379
 AH4379  VERT ORDER  -  SECOND    CLASS I
 AH4379
 AH4379.The horizontal coordinates were scaled from a topographic map and have
 AH4379.an estimated accuracy of +/- 6 seconds.
 AH4379
 AH4379.The orthometric height was determined by differential leveling
 AH4379.and adjusted by the National Geodetic Survey in June 2000..
 AH4379
 AH4379.The geoid height was determined by GEOID03.
 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     -   307,270.      867,590.      MT  (+/- 180 meters Scaled)
 AH4379
 AH4379                          SUPERSEDED SURVEY CONTROL
 AH4379
 AH4379.No superseded survey control is available for this station.
 AH4379
 AH4379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK885676(NAD 83)
 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 = OCTOBER  6, 2006
 AH4397 ***********************************************************************
 AH4397  DESIGNATION -  1985 V
 AH4397  PID         -  AH4397
 AH4397  STATE/COUNTY-  MN/DAKOTA
 AH4397  USGS QUAD   -  ST PAUL SW (1993)
 AH4397
 AH4397                         *CURRENT SURVEY CONTROL
 AH4397  ___________________________________________________________________
 AH4397* NAD 83(1986)-  44 51 41.     (N)    093 11 11.     (W)     SCALED    
 AH4397* NAVD 88     -       222.871  (meters)     731.20   (feet)  ADJUSTED  
 AH4397  ___________________________________________________________________
 AH4397  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AH4397  DYNAMIC HT  -         222.864 (meters)     731.18  (feet)  COMP
 AH4397  MODELED GRAV-     980,576.2   (mgal)                       NAVD 88
 AH4397
 AH4397  VERT ORDER  -  SECOND    CLASS I
 AH4397
 AH4397.The horizontal coordinates were scaled from a topographic map and have
 AH4397.an estimated accuracy of +/- 6 seconds.
 AH4397
 AH4397.The orthometric height was determined by differential leveling
 AH4397.and adjusted by the National Geodetic Survey in June 2000..
 AH4397
 AH4397.The geoid height was determined by GEOID03.
 AH4397
 AH4397.The dynamic height is computed by dividing the NAVD 88
 AH4397.geopotential number by the normal gravity value computed on the
 AH4397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4397.degrees latitude (g = 980.6199 gals.).
 AH4397
 AH4397.The modeled gravity was interpolated from observed gravity values.
 AH4397
 AH4397;                    North         East    Units  Estimated Accuracy
 AH4397;SPC MN S     -   307,140.      864,300.      MT  (+/- 180 meters Scaled)
 AH4397
 AH4397                          SUPERSEDED SURVEY CONTROL
 AH4397
 AH4397.No superseded survey control is available for this station.
 AH4397
 AH4397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK852675(NAD 83)
 AH4397_MARKER: DV = VERTICAL CONTROL DISK
 AH4397_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4397_SP_SET: BRIDGE BARRICADE
 AH4397_STAMPING: 1985 V 1982
 AH4397_MARK LOGO: MNDT  
 AH4397_PROJECTION: FLUSH
 AH4397_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4397
 AH4397  HISTORY     - Date     Condition        Report By
 AH4397  HISTORY     - 1982     MONUMENTED       MNDT
 AH4397
 AH4397                          STATION DESCRIPTION
 AH4397
 AH4397'DESCRIBED BY MN DEPT OF TRANSP 1982 (OCO)
 AH4397'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE INTERSTATE HIGHWAY
 AH4397'494 BRIDGE OVER THE MINNESOTA RIVER, AT MILEPOINT 0.0, AND IN THE NW
 AH4397'1/4 OF SECTION 4, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL
 AH4397'CONTROL MONUMENT STAMPED---1985 V 1982---, IS SET IN THE TOP OF THE
 AH4397'EAST END OF THE JERSEY BARRICADE NEAR THE SOUTHEAST CORNER OF THE
 AH4397'BRIDGE (NUMBER 9217).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4404 ***********************************************************************
 AH4404  DESIGNATION -  1985 V 1
 AH4404  PID         -  AH4404
 AH4404  STATE/COUNTY-  MN/DAKOTA
 AH4404  USGS QUAD   -  ST PAUL SW (1993)
 AH4404
 AH4404                         *CURRENT SURVEY CONTROL
 AH4404  ___________________________________________________________________
 AH4404* NAD 83(1986)-  44 51 46.     (N)    093 08 42.     (W)     SCALED    
 AH4404* NAVD 88     -       267.856  (meters)     878.79   (feet)  ADJUSTED  
 AH4404  ___________________________________________________________________
 AH4404  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AH4404  DYNAMIC HT  -         267.848 (meters)     878.76  (feet)  COMP
 AH4404  MODELED GRAV-     980,577.5   (mgal)                       NAVD 88
 AH4404
 AH4404  VERT ORDER  -  SECOND    CLASS I
 AH4404
 AH4404.The horizontal coordinates were scaled from a topographic map and have
 AH4404.an estimated accuracy of +/- 6 seconds.
 AH4404
 AH4404.The orthometric height was determined by differential leveling
 AH4404.and adjusted by the National Geodetic Survey in June 2000..
 AH4404
 AH4404.The geoid height was determined by GEOID03.
 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     -   307,330.      867,570.      MT  (+/- 180 meters Scaled)
 AH4404
 AH4404                          SUPERSEDED SURVEY CONTROL
 AH4404
 AH4404.No superseded survey control is available for this station.
 AH4404
 AH4404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK885677(NAD 83)
 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 = OCTOBER  6, 2006
 AH4396 ***********************************************************************
 AH4396  DESIGNATION -  1985 W
 AH4396  PID         -  AH4396
 AH4396  STATE/COUNTY-  MN/DAKOTA
 AH4396  USGS QUAD   -  ST PAUL SW (1993)
 AH4396
 AH4396                         *CURRENT SURVEY CONTROL
 AH4396  ___________________________________________________________________
 AH4396* NAD 83(1986)-  44 51 42.     (N)    093 11 33.     (W)     SCALED    
 AH4396* NAVD 88     -       223.888  (meters)     734.54   (feet)  ADJUSTED  
 AH4396  ___________________________________________________________________
 AH4396  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AH4396  DYNAMIC HT  -         223.880 (meters)     734.51  (feet)  COMP
 AH4396  MODELED GRAV-     980,576.2   (mgal)                       NAVD 88
 AH4396
 AH4396  VERT ORDER  -  SECOND    CLASS I
 AH4396
 AH4396.The horizontal coordinates were scaled from a topographic map and have
 AH4396.an estimated accuracy of +/- 6 seconds.
 AH4396
 AH4396.The orthometric height was determined by differential leveling
 AH4396.and adjusted by the National Geodetic Survey in June 2000..
 AH4396
 AH4396.The geoid height was determined by GEOID03.
 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     -   307,170.      863,820.      MT  (+/- 180 meters Scaled)
 AH4396
 AH4396                          SUPERSEDED SURVEY CONTROL
 AH4396
 AH4396.No superseded survey control is available for this station.
 AH4396
 AH4396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK847676(NAD 83)
 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 = OCTOBER  6, 2006
 AH4380 ***********************************************************************
 AH4380  DESIGNATION -  1985 W 1
 AH4380  PID         -  AH4380
 AH4380  STATE/COUNTY-  MN/DAKOTA
 AH4380  USGS QUAD   -  ST PAUL SW (1993)
 AH4380
 AH4380                         *CURRENT SURVEY CONTROL
 AH4380  ___________________________________________________________________
 AH4380* NAD 83(1986)-  44 51 46.     (N)    093 08 41.     (W)     SCALED    
 AH4380* NAVD 88     -       268.170  (meters)     879.82   (feet)  ADJUSTED  
 AH4380  ___________________________________________________________________
 AH4380  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH4380  DYNAMIC HT  -         268.161 (meters)     879.79  (feet)  COMP
 AH4380  MODELED GRAV-     980,577.5   (mgal)                       NAVD 88
 AH4380
 AH4380  VERT ORDER  -  SECOND    CLASS I
 AH4380
 AH4380.The horizontal coordinates were scaled from a topographic map and have
 AH4380.an estimated accuracy of +/- 6 seconds.
 AH4380
 AH4380.The orthometric height was determined by differential leveling
 AH4380.and adjusted by the National Geodetic Survey in June 2000..
 AH4380
 AH4380.The geoid height was determined by GEOID03.
 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     -   307,330.      867,590.      MT  (+/- 180 meters Scaled)
 AH4380
 AH4380                          SUPERSEDED SURVEY CONTROL
 AH4380
 AH4380.No superseded survey control is available for this station.
 AH4380
 AH4380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK885677(NAD 83)
 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 = OCTOBER  6, 2006
 RN1690 ***********************************************************************
 RN1690  DESIGNATION -  2
 RN1690  PID         -  RN1690
 RN1690  STATE/COUNTY-  MN/ST LOUIS
 RN1690  USGS QUAD   -  SUPERIOR (1994)
 RN1690
 RN1690                         *CURRENT SURVEY CONTROL
 RN1690  ___________________________________________________________________
 RN1690* NAD 83(1996)-  46 44 33.31595(N)    092 03 54.05825(W)     ADJUSTED  
 RN1690* NAVD 88     -       184.1    (meters)     604.     (feet)  VERTCON   
 RN1690  ___________________________________________________________________
 RN1690  X           -    -157,779.263 (meters)                     COMP
 RN1690  Y           -  -4,375,835.562 (meters)                     COMP
 RN1690  Z           -   4,622,315.300 (meters)                     COMP
 RN1690  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 RN1690  ELLIP HEIGHT-         155.96  (meters)          (03/16/99) GPS OBS
 RN1690  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 RN1690
 RN1690  HORZ ORDER  -  SECOND
 RN1690  ELLP ORDER  -  FOURTH    CLASS I
 RN1690
 RN1690.The horizontal coordinates were established by GPS observations
 RN1690.and adjusted by the National Geodetic Survey in March 1999..
 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 DEFLEC99 derived deflections.
 RN1690
 RN1690.The ellipsoidal height was determined by GPS observations
 RN1690.and is referenced to NAD 83.
 RN1690
 RN1690.The geoid height was determined by GEOID03.
 RN1690
 RN1690;                    North         East     Units Scale Factor Converg.
 RN1690;SPC MN N     -   127,499.824   879,098.178   MT  1.00008290   +0 46 01.7
 RN1690;SPC WI N     -   177,212.757   442,208.884   MT  0.99999569   -1 29 22.7
 RN1690;SPC WI N     -   581,405.52  1,450,813.65   sFT  0.99999569   -1 29 22.7
 RN1690;UTM  15      - 5,176,983.901   571,423.165   MT  0.99966270   +0 40 51.5
 RN1690
 RN1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1690!SPC MN N     -   0.99997555  x   1.00008290  =   1.00005845
 RN1690!SPC WI N     -   0.99997555  x   0.99999569  =   0.99997124
 RN1690!UTM  15      -   0.99997555  x   0.99966270  =   0.99963826
 RN1690
 RN1690                          SUPERSEDED SURVEY CONTROL
 RN1690
 RN1690  NAD 83(1996)-  46 44 33.31635(N)    092 03 54.05754(W) AD(       ) 2
 RN1690  ELLIP H (11/21/91)  155.88   (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)          604.     (f) 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: 15TWM7142376984(NAD 83)
 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 = OCTOBER  6, 2006
 DF5907 ***********************************************************************
 DF5907  DESIGNATION -  2
 DF5907  PID         -  DF5907
 DF5907  STATE/COUNTY-  MN/PINE
 DF5907  USGS QUAD   -  BASS CREEK (1983)
 DF5907
 DF5907                         *CURRENT SURVEY CONTROL
 DF5907  ___________________________________________________________________
 DF5907* NAD 83(1996)-  45 46 24.92938(N)    092 51 27.51006(W)     ADJUSTED  
 DF5907* NAVD 88     -       287.2    (meters)     942.     (feet)  GPS OBS   
 DF5907  ___________________________________________________________________
 DF5907  X           -    -222,180.381 (meters)                     COMP
 DF5907  Y           -  -4,451,027.224 (meters)                     COMP
 DF5907  Z           -   4,547,916.876 (meters)                     COMP
 DF5907  LAPLACE CORR-           8.02  (seconds)                    DEFLEC99
 DF5907  ELLIP HEIGHT-         259.85  (meters)          (05/27/03) GPS OBS
 DF5907  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DF5907
 DF5907  HORZ ORDER  -  FIRST
 DF5907  ELLP ORDER  -  THIRD     CLASS I
 DF5907
 DF5907.The horizontal coordinates were established by GPS observations
 DF5907.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5907
 DF5907.The orthometric height was determined by GPS observations and a
 DF5907.high-resolution geoid model.
 DF5907
 DF5907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5907
 DF5907.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5907
 DF5907.The ellipsoidal height was determined by GPS observations
 DF5907.and is referenced to NAD 83.
 DF5907
 DF5907.The geoid height was determined by GEOID03.
 DF5907
 DF5907;                    North         East     Units Scale Factor Converg.
 DF5907;SPC MN C     -   186,933.872   908,286.876   MT  0.99996969   +1 00 26.0
 DF5907;UTM  15      - 5,068,902.308   511,068.007   MT  0.99960151   +0 06 07.2
 DF5907
 DF5907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5907!SPC MN C     -   0.99995926  x   0.99996969  =   0.99992896
 DF5907!UTM  15      -   0.99995926  x   0.99960151  =   0.99956079
 DF5907
 DF5907                          SUPERSEDED SURVEY CONTROL
 DF5907
 DF5907.No superseded survey control is available for this station.
 DF5907
 DF5907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1106868902(NAD 83)
 DF5907_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5907_STAMPING: NO 2
 DF5907_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5907+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5907
 DF5907  HISTORY     - Date     Condition        Report By
 DF5907  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0670 ***********************************************************************
 SK0670  DESIGNATION -  2 CER
 SK0670  PID         -  SK0670
 SK0670  STATE/COUNTY-  MN/CLEARWATER
 SK0670  USGS QUAD   -  SHEVLIN (1969)
 SK0670
 SK0670                         *CURRENT SURVEY CONTROL
 SK0670  ___________________________________________________________________
 SK0670* NAD 83(1986)-  47 35 08.     (N)    095 16 10.     (W)     SCALED    
 SK0670* NAVD 88     -       436.098  (meters)    1430.76   (feet)  ADJUSTED  
 SK0670  ___________________________________________________________________
 SK0670  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 SK0670  DYNAMIC HT  -         436.146 (meters)    1430.92  (feet)  COMP
 SK0670  MODELED GRAV-     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
 SK0670.and adjusted by the National Geodetic Survey in June 1991..
 SK0670
 SK0670.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 SK0670_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 SK0671 ***********************************************************************
 SK0671  DESIGNATION -  2 CER A TBM
 SK0671  PID         -  SK0671
 SK0671  STATE/COUNTY-  MN/CLEARWATER
 SK0671  USGS QUAD   -  SHEVLIN (1969)
 SK0671
 SK0671                         *CURRENT SURVEY CONTROL
 SK0671  ___________________________________________________________________
 SK0671* NAD 83(1986)-  47 36 08.     (N)    095 16 11.     (W)     SCALED    
 SK0671* NAVD 88     -       455.211  (meters)    1493.47   (feet)  ADJUSTED  
 SK0671  ___________________________________________________________________
 SK0671  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 SK0671  DYNAMIC HT  -         455.263 (meters)    1493.64  (feet)  COMP
 SK0671  MODELED GRAV-     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
 SK0671.and adjusted by the National Geodetic Survey in June 1991..
 SK0671
 SK0671.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 SK0671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0671_SP_SET: IN METAL CULVERT
 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 = OCTOBER  6, 2006
 SK0669 ***********************************************************************
 SK0669  DESIGNATION -  2 CER RM
 SK0669  PID         -  SK0669
 SK0669  STATE/COUNTY-  MN/CLEARWATER
 SK0669  USGS QUAD   -  SHEVLIN (1969)
 SK0669
 SK0669                         *CURRENT SURVEY CONTROL
 SK0669  ___________________________________________________________________
 SK0669* NAD 83(1986)-  47 35 08.     (N)    095 16 10.     (W)     SCALED    
 SK0669* NAVD 88     -       436.110  (meters)    1430.80   (feet)  ADJUSTED  
 SK0669  ___________________________________________________________________
 SK0669  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 SK0669  DYNAMIC HT  -         436.158 (meters)    1430.96  (feet)  COMP
 SK0669  MODELED GRAV-     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
 SK0669.and adjusted by the National Geodetic Survey in June 1991..
 SK0669
 SK0669.The geoid height was determined by GEOID03.
 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_MARKER: Q = CHISELED SQUARE
 SK0669_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SK0669_SP_SET: CONCRETE WINGWALL
 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 = OCTOBER  6, 2006
 AC8136 ***********************************************************************
 AC8136  DESIGNATION -  2 DEM
 AC8136  PID         -  AC8136
 AC8136  STATE/COUNTY-  MN/SCOTT
 AC8136  USGS QUAD   -  JORDAN EAST (1981)
 AC8136
 AC8136                         *CURRENT SURVEY CONTROL
 AC8136  ___________________________________________________________________
 AC8136* NAD 83(1986)-  44 37 50.     (N)    093 30 11.     (W)     SCALED    
 AC8136* NAVD 88     -       295.092  (meters)     968.15   (feet)  ADJUSTED  
 AC8136  ___________________________________________________________________
 AC8136  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AC8136  DYNAMIC HT  -         295.077 (meters)     968.10  (feet)  COMP
 AC8136  MODELED GRAV-     980,555.4   (mgal)                       NAVD 88
 AC8136
 AC8136  VERT ORDER  -  SECOND    CLASS I
 AC8136
 AC8136.The horizontal coordinates were scaled from a topographic map and have
 AC8136.an estimated accuracy of +/- 6 seconds.
 AC8136
 AC8136.The orthometric height was determined by differential leveling
 AC8136.and adjusted by the National Geodetic Survey in September 1997..
 AC8136
 AC8136.The geoid height was determined by GEOID03.
 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     -   281,290.      839,430.      MT  (+/- 180 meters Scaled)
 AC8136
 AC8136                          SUPERSEDED SURVEY CONTROL
 AC8136
 AC8136.No superseded survey control is available for this station.
 AC8136
 AC8136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK600420(NAD 83)
 AC8136_MARKER: DD = SURVEY DISK
 AC8136_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8136_STAMPING: 2 DEM 1974
 AC8136_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8136
 AC8136  HISTORY     - Date     Condition        Report By
 AC8136  HISTORY     - 1974     MONUMENTED       USGS
 AC8136  HISTORY     - 1980     GOOD             MNDT
 AC8136  HISTORY     - 20051015 POOR             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4955 ***********************************************************************
 DH4955  DESIGNATION -  2 DNB
 DH4955  PID         -  DH4955
 DH4955  STATE/COUNTY-  MN/PINE
 DH4955  USGS QUAD   -  SANDSTONE SOUTH (1982)
 DH4955
 DH4955                         *CURRENT SURVEY CONTROL
 DH4955  ___________________________________________________________________
 DH4955* NAD 83(1986)-  46 00 41.     (N)    092 52 07.     (W)     SCALED    
 DH4955* NAVD 88     -       300.004  (meters)     984.26   (feet)  ADJUSTED  
 DH4955  ___________________________________________________________________
 DH4955  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DH4955  DYNAMIC HT  -         300.012 (meters)     984.29  (feet)  COMP
 DH4955  MODELED GRAV-     980,634.0   (mgal)                       NAVD 88
 DH4955
 DH4955  VERT ORDER  -  SECOND    CLASS I
 DH4955
 DH4955.The horizontal coordinates were scaled from a topographic map and have
 DH4955.an estimated accuracy of +/- 6 seconds.
 DH4955
 DH4955.The orthometric height was determined by differential leveling
 DH4955.and adjusted by the National Geodetic Survey in March 2006..
 DH4955.No vertical observational check was made to the station.
 DH4955
 DH4955.The geoid height was determined by GEOID03.
 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     -   213,350.      906,970.      MT  (+/- 180 meters Scaled)
 DH4955
 DH4955                          SUPERSEDED SURVEY CONTROL
 DH4955
 DH4955.No superseded survey control is available for this station.
 DH4955
 DH4955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL101953(NAD 83)
 DH4955_MARKER: DH = HORIZONTAL CONTROL DISK
 DH4955_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH4955_STAMPING: 2 DNB 1978
 DH4955_MARK LOGO: USGS  
 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 - April 09, 1997
 DH4955
 DH4955  HISTORY     - Date     Condition        Report By
 DH4955  HISTORY     - 1978     MONUMENTED       USGS
 DH4955  HISTORY     - 19970409 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3402 ***********************************************************************
 PP3402  DESIGNATION -  2 GAF
 PP3402  PID         -  PP3402
 PP3402  STATE/COUNTY-  MN/DAKOTA
 PP3402  USGS QUAD   -  MIESVILLE (1974)
 PP3402
 PP3402                         *CURRENT SURVEY CONTROL
 PP3402  ___________________________________________________________________
 PP3402* NAD 83(1986)-  44 36 06.     (N)    092 51 26.     (W)     SCALED    
 PP3402* NAVD 88     -       289.062  (meters)     948.36   (feet)  ADJUSTED  
 PP3402  ___________________________________________________________________
 PP3402  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 PP3402  DYNAMIC HT  -         289.022 (meters)     948.23  (feet)  COMP
 PP3402  MODELED GRAV-     980,470.4   (mgal)                       NAVD 88
 PP3402
 PP3402  VERT ORDER  -  SECOND    CLASS I
 PP3402
 PP3402.The horizontal coordinates were scaled from a topographic map and have
 PP3402.an estimated accuracy of +/- 6 seconds.
 PP3402
 PP3402.The orthometric height was determined by differential leveling
 PP3402.and adjusted by the National Geodetic Survey in June 1995..
 PP3402
 PP3402.The geoid height was determined by GEOID03.
 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     -   278,600.      890,720.      MT  (+/- 180 meters Scaled)
 PP3402
 PP3402                          SUPERSEDED SURVEY CONTROL
 PP3402
 PP3402.No superseded survey control is available for this station.
 PP3402
 PP3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK113387(NAD 83)
 PP3402_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 DF4765 ***********************************************************************
 DF4765  DESIGNATION -  2 GJS
 DF4765  PID         -  DF4765
 DF4765  STATE/COUNTY-  MN/DODGE
 DF4765  USGS QUAD   -  HAYFIELD (1966)
 DF4765
 DF4765                         *CURRENT SURVEY CONTROL
 DF4765  ___________________________________________________________________
 DF4765* NAD 83(1996)-  43 59 11.71438(N)    092 50 21.76084(W)     ADJUSTED  
 DF4765* NAVD 88     -       397.4    (meters)    1304.     (feet)  GPS OBS   
 DF4765  ___________________________________________________________________
 DF4765  X           -    -227,706.889 (meters)                     COMP
 DF4765  Y           -  -4,591,132.895 (meters)                     COMP
 DF4765  Z           -   4,407,274.989 (meters)                     COMP
 DF4765  LAPLACE CORR-          -8.76  (seconds)                    DEFLEC99
 DF4765  ELLIP HEIGHT-         367.95  (meters)          (04/02/03) GPS OBS
 DF4765  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 DF4765
 DF4765  HORZ ORDER  -  FIRST
 DF4765  ELLP ORDER  -  THIRD     CLASS II
 DF4765
 DF4765.The horizontal coordinates were established by GPS observations
 DF4765.and adjusted by the MN DEPT OF TRANSP in April 2003..
 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 DEFLEC99 derived deflections.
 DF4765
 DF4765.The ellipsoidal height was determined by GPS observations
 DF4765.and is referenced to NAD 83.
 DF4765
 DF4765.The geoid height was determined by GEOID03.
 DF4765
 DF4765;                    North         East     Units Scale Factor Converg.
 DF4765;SPC MN S     -   210,282.746   893,103.388   MT  0.99996216   +0 48 48.6
 DF4765;UTM  15      - 4,870,395.665   512,880.626   MT  0.99960204   +0 06 41.6
 DF4765
 DF4765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4765!SPC MN S     -   0.99994231  x   0.99996216  =   0.99990447
 DF4765!UTM  15      -   0.99994231  x   0.99960204  =   0.99954437
 DF4765
 DF4765                          SUPERSEDED SURVEY CONTROL
 DF4765
 DF4765.No superseded survey control is available for this station.
 DF4765
 DF4765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1288170396(NAD 83)
 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 = OCTOBER  6, 2006
 ON0558 ***********************************************************************
 ON0558  DESIGNATION -  2 GT
 ON0558  PID         -  ON0558
 ON0558  STATE/COUNTY-  MN/WINONA
 ON0558  USGS QUAD   -  WITOKA (1980)
 ON0558
 ON0558                         *CURRENT SURVEY CONTROL
 ON0558  ___________________________________________________________________
 ON0558* NAD 83(1986)-  43 54 53.     (N)    091 36 37.     (W)     SCALED    
 ON0558* NAVD 88     -       406.899  (meters)    1334.97   (feet)  ADJUSTED  
 ON0558  ___________________________________________________________________
 ON0558  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 ON0558  DYNAMIC HT  -         406.826 (meters)    1334.73  (feet)  COMP
 ON0558  MODELED GRAV-     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
 ON0558.and adjusted by the National Geodetic Survey in June 1991..
 ON0558
 ON0558.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 ON0558_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 PR0776 ***********************************************************************
 PR0776  DESIGNATION -  2 JA
 PR0776  PID         -  PR0776
 PR0776  STATE/COUNTY-  MN/LINCOLN
 PR0776  USGS QUAD   -  TYLER (1963)
 PR0776
 PR0776                         *CURRENT SURVEY CONTROL
 PR0776  ___________________________________________________________________
 PR0776* NAD 83(1996)-  44 15 19.88297(N)    096 08 08.13093(W)     ADJUSTED  
 PR0776* NAVD 88     -       534.7    (meters)    1754.     (feet)  VERTCON   
 PR0776  ___________________________________________________________________
 PR0776  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 PR0776  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 PR0776
 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 DEFLEC99 derived deflections.
 PR0776
 PR0776.The geoid height was determined by GEOID03.
 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;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     -   0.99992026  x   0.99993121  =   0.99985148
 PR0776!UTM  14      -   0.99992026  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_MARKER: DB = BENCH MARK DISK
 PR0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0776_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 PQ1374 ***********************************************************************
 PQ1374  DESIGNATION -  2 JMK
 PQ1374  PID         -  PQ1374
 PQ1374  STATE/COUNTY-  MN/MURRAY
 PQ1374  USGS QUAD   -  HADLEY (1967)
 PQ1374
 PQ1374                         *CURRENT SURVEY CONTROL
 PQ1374  ___________________________________________________________________
 PQ1374* NAD 83(1986)-  44 01 20.     (N)    095 45 13.     (W)     SCALED    
 PQ1374* NAVD 88     -       480.978  (meters)    1578.01   (feet)  ADJUSTED  
 PQ1374  ___________________________________________________________________
 PQ1374  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 PQ1374  DYNAMIC HT  -         480.872 (meters)    1577.66  (feet)  COMP
 PQ1374  MODELED GRAV-     980,382.4   (mgal)                       NAVD 88
 PQ1374
 PQ1374  VERT ORDER  -  SECOND    CLASS I
 PQ1374
 PQ1374.The horizontal coordinates were scaled from a topographic map and have
 PQ1374.an estimated accuracy of +/- 6 seconds.
 PQ1374
 PQ1374.The orthometric height was determined by differential leveling
 PQ1374.and adjusted by the National Geodetic Survey in June 1995..
 PQ1374
 PQ1374.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ1374;SPC MN S     -   215,090.      659,420.      MT  (+/- 180 meters Scaled)
 PQ1374
 PQ1374                          SUPERSEDED SURVEY CONTROL
 PQ1374
 PQ1374.No superseded survey control is available for this station.
 PQ1374
 PQ1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ793780(NAD 83)
 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_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1374+STABILITY: SURFACE MOTION
 PQ1374
 PQ1374  HISTORY     - Date     Condition        Report By
 PQ1374  HISTORY     - 1966     MONUMENTED       USGS
 PQ1374  HISTORY     - 19870824 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9308 ***********************************************************************
 AF9308  DESIGNATION -  2 KED
 AF9308  PID         -  AF9308
 AF9308  STATE/COUNTY-  MN/KANDIYOHI
 AF9308  USGS QUAD   -  SUNBURG (1967)
 AF9308
 AF9308                         *CURRENT SURVEY CONTROL
 AF9308  ___________________________________________________________________
 AF9308* NAD 83(1986)-  45 18 43.     (N)    095 14 04.     (W)     SCALED    
 AF9308* NAVD 88     -       393.738  (meters)    1291.79   (feet)  ADJUSTED  
 AF9308  ___________________________________________________________________
 AF9308  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AF9308  DYNAMIC HT  -         393.712 (meters)    1291.70  (feet)  COMP
 AF9308  MODELED GRAV-     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
 AF9308.and adjusted by the National Geodetic Survey in September 1998..
 AF9308
 AF9308.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO1165 ***********************************************************************
 QO1165  DESIGNATION -  2 KOS
 QO1165  PID         -  QO1165
 QO1165  STATE/COUNTY-  MN/HENNEPIN
 QO1165  USGS QUAD   -  ROCKFORD (1993)
 QO1165
 QO1165                         *CURRENT SURVEY CONTROL
 QO1165  ___________________________________________________________________
 QO1165* NAD 83(1986)-  45 03 26.     (N)    093 44 16.     (W)     SCALED    
 QO1165* NAVD 88     -       296.622  (meters)     973.17   (feet)  ADJUSTED  
 QO1165  ___________________________________________________________________
 QO1165  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 QO1165  DYNAMIC HT  -         296.597 (meters)     973.09  (feet)  COMP
 QO1165  MODELED GRAV-     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
 QO1165.and adjusted by the National Geodetic Survey in June 1991..
 QO1165
 QO1165.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9730 ***********************************************************************
 DE9730  DESIGNATION -  2 TPA
 DE9730  PID         -  DE9730
 DE9730  STATE/COUNTY-  MN/BELTRAMI
 DE9730  USGS QUAD   -  SAUM (1972)
 DE9730
 DE9730                         *CURRENT SURVEY CONTROL
 DE9730  ___________________________________________________________________
 DE9730* NAD 83(1996)-  47 52 30.98481(N)    094 40 39.79906(W)     ADJUSTED  
 DE9730* NAVD 88     -       370.064  (meters)    1214.12   (feet)  ADJUSTED  
 DE9730  ___________________________________________________________________
 DE9730  X           -    -349,547.344 (meters)                     COMP
 DE9730  Y           -  -4,271,966.339 (meters)                     COMP
 DE9730  Z           -   4,707,839.006 (meters)                     COMP
 DE9730  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 DE9730  ELLIP HEIGHT-         341.84  (meters)          (01/24/03) GPS OBS
 DE9730  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DE9730  DYNAMIC HT  -         370.128 (meters)    1214.33  (feet)  COMP
 DE9730  MODELED GRAV-     980,775.0   (mgal)                       NAVD 88
 DE9730
 DE9730  HORZ ORDER  -  FIRST
 DE9730  VERT ORDER  -  SECOND    CLASS I
 DE9730  ELLP ORDER  -  FOURTH    CLASS I
 DE9730
 DE9730.The horizontal coordinates were established by GPS observations
 DE9730.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9730
 DE9730.The orthometric height was determined by differential leveling
 DE9730.and adjusted by the National Geodetic Survey in April 2004..
 DE9730
 DE9730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9730
 DE9730.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9730
 DE9730.The ellipsoidal height was determined by GPS observations
 DE9730.and is referenced to NAD 83.
 DE9730
 DE9730.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9730;SPC MN N     -   254,098.087   681,998.061   MT  0.99990306   -1 10 10.0
 DE9730;UTM  15      - 5,303,799.992   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  =   0.99984949
 DE9730!UTM  15      -   0.99994642  x   0.99979339  =   0.99973983
 DE9730
 DE9730                          SUPERSEDED SURVEY CONTROL
 DE9730
 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: 15TUP7455003800(NAD 83)
 DE9730_MARKER: DB = BENCH MARK DISK
 DE9730_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE9730_STAMPING: 2 TPA 1972
 DE9730_MARK LOGO: USGS  
 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 - July 10, 2001
 DE9730
 DE9730  HISTORY     - Date     Condition        Report By
 DE9730  HISTORY     - 1972     MONUMENTED       USGS
 DE9730  HISTORY     - 20010710 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0661 ***********************************************************************
 SK0661  DESIGNATION -  20 CLC
 SK0661  PID         -  SK0661
 SK0661  STATE/COUNTY-  MN/POLK
 SK0661  USGS QUAD   -  TRAIL (1972)
 SK0661
 SK0661                         *CURRENT SURVEY CONTROL
 SK0661  ___________________________________________________________________
 SK0661* NAD 83(1996)-  47 46 58.74670(N)    095 43 49.06785(W)     ADJUSTED  
 SK0661* NAVD 88     -       376.550  (meters)    1235.40   (feet)  ADJUSTED  
 SK0661  ___________________________________________________________________
 SK0661  X           -    -428,723.670 (meters)                     COMP
 SK0661  Y           -  -4,272,396.891 (meters)                     COMP
 SK0661  Z           -   4,700,955.383 (meters)                     COMP
 SK0661  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 SK0661  ELLIP HEIGHT-         349.38  (meters)          (08/20/03) GPS OBS
 SK0661  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 SK0661  DYNAMIC HT  -         376.614 (meters)    1235.61  (feet)  COMP
 SK0661  MODELED GRAV-     980,772.2   (mgal)                       NAVD 88
 SK0661
 SK0661  HORZ ORDER  -  FIRST
 SK0661  VERT ORDER  -  SECOND    CLASS 0
 SK0661  ELLP ORDER  -  THIRD     CLASS II
 SK0661
 SK0661.The horizontal coordinates were established by GPS observations
 SK0661.and adjusted by the MN DEPT OF TRANSP in August 2003..
 SK0661
 SK0661.The orthometric height was determined by differential leveling
 SK0661.and adjusted by the National Geodetic Survey in June 1991..
 SK0661
 SK0661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0661
 SK0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK0661
 SK0661.The ellipsoidal height was determined by GPS observations
 SK0661.and is referenced to NAD 83.
 SK0661
 SK0661.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0661;SPC MN N     -   245,986.433   602,948.498   MT  0.99990323   -1 56 58.7
 SK0661;UTM  15      - 5,295,790.513   295,486.885   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 44.1
 SK0661:UTM  15      -  TRAIL AZ MK                              175 23 07.4
 SK0661
 SK0661|---------------------------------------------------------------------|
 SK0661| PID    Reference Object                     Distance      Geod. Az  |
 SK0661|                                                           dddmmss.s |
 SK0661| CP5013 TRAIL AZ MK                         475.061 METERS 1732145.4 |
 SK0661|---------------------------------------------------------------------|
 SK0661
 SK0661                          SUPERSEDED SURVEY CONTROL
 SK0661
 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: 15TTN9548795791(NAD 83)
 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 = OCTOBER  6, 2006
 DG7839 ***********************************************************************
 DG7839  DESIGNATION -  20 ERS RESET
 DG7839  PID         -  DG7839
 DG7839  STATE/COUNTY-  MN/WRIGHT
 DG7839  USGS QUAD   -  SOUTH HAVEN (1974)
 DG7839
 DG7839                         *CURRENT SURVEY CONTROL
 DG7839  ___________________________________________________________________
 DG7839* NAD 83(1986)-  45 16 05.     (N)    094 10 56.     (W)     SCALED    
 DG7839* NAVD 88     -       334.392  (meters)    1097.08   (feet)  ADJUSTED  
 DG7839  ___________________________________________________________________
 DG7839  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DG7839  DYNAMIC HT  -         334.368 (meters)    1097.01  (feet)  COMP
 DG7839  MODELED GRAV-     980,534.8   (mgal)                       NAVD 88
 DG7839
 DG7839  VERT ORDER  -  SECOND    CLASS I
 DG7839
 DG7839.The horizontal coordinates were scaled from a topographic map and have
 DG7839.an estimated accuracy of +/- 6 seconds.
 DG7839
 DG7839.The orthometric height was determined by differential leveling
 DG7839.and adjusted by the National Geodetic Survey in December 2004..
 DG7839.No vertical observational check was made to the station.
 DG7839
 DG7839.The geoid height was determined by GEOID03.
 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     -   352,030.      785,700.      MT  (+/- 180 meters Scaled)
 DG7839
 DG7839                          SUPERSEDED SURVEY CONTROL
 DG7839
 DG7839.No superseded survey control is available for this station.
 DG7839
 DG7839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL072134(NAD 83)
 DG7839_MARKER: DB = BENCH MARK DISK
 DG7839_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG7839_STAMPING: 20 ERS RESET 1980
 DG7839_MARK LOGO: USGS  
 DG7839_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7839+STABILITY: SURFACE MOTION
 DG7839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7839+SATELLITE: SATELLITE OBSERVATIONS - 1980
 DG7839
 DG7839  HISTORY     - Date     Condition        Report By
 DG7839  HISTORY     - 1980     MONUMENTED       USGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0520 ***********************************************************************
 QO0520  DESIGNATION -  20 WHV
 QO0520  PID         -  QO0520
 QO0520  STATE/COUNTY-  MN/HENNEPIN
 QO0520  USGS QUAD   -  OSSEO (1993)
 QO0520
 QO0520                         *CURRENT SURVEY CONTROL
 QO0520  ___________________________________________________________________
 QO0520* NAD 83(1986)-  45 07 23.     (N)    093 25 37.     (W)     SCALED    
 QO0520* NAVD 88     -       274.914  (meters)     901.95   (feet)  ADJUSTED  
 QO0520  ___________________________________________________________________
 QO0520  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 QO0520  DYNAMIC HT  -         274.901 (meters)     901.90  (feet)  COMP
 QO0520  MODELED GRAV-     980,559.6   (mgal)                       NAVD 88
 QO0520
 QO0520  VERT ORDER  -  SECOND    CLASS 0
 QO0520
 QO0520.The horizontal coordinates were scaled from a topographic map and have
 QO0520.an estimated accuracy of +/- 6 seconds.
 QO0520
 QO0520.The orthometric height was determined by differential leveling
 QO0520.and adjusted by the National Geodetic Survey in June 1991..
 QO0520
 QO0520.The geoid height was determined by GEOID03.
 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     -   336,060.      845,090.      MT  (+/- 180 meters Scaled)
 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: 15TVK664967(NAD 83)
 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_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 18, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7901 ***********************************************************************
 DH7901  DESIGNATION -  2001 A
 DH7901  PID         -  DH7901
 DH7901  STATE/COUNTY-  MN/DODGE
 DH7901  USGS QUAD   -  OWATONNA SE (1962)
 DH7901
 DH7901                         *CURRENT SURVEY CONTROL
 DH7901  ___________________________________________________________________
 DH7901* NAD 83(1986)-  44 03 06.     (N)    093 02 43.     (W)     SCALED    
 DH7901* NAVD 88     -       387.662  (meters)    1271.85   (feet)  ADJUSTED  
 DH7901  ___________________________________________________________________
 DH7901  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DH7901  DYNAMIC HT  -         387.598 (meters)    1271.64  (feet)  COMP
 DH7901  MODELED GRAV-     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
 DH7901.and adjusted by the National Geodetic Survey in March 2006..
 DH7901.No vertical observational check was made to the station.
 DH7901
 DH7901.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE9060 ***********************************************************************
 DE9060  DESIGNATION -  2001 B
 DE9060  PID         -  DE9060
 DE9060  STATE/COUNTY-  MN/DODGE
 DE9060  USGS QUAD   -  OWATONNA SE (1962)
 DE9060
 DE9060                         *CURRENT SURVEY CONTROL
 DE9060  ___________________________________________________________________
 DE9060* NAD 83(1996)-  44 03 02.41790(N)    093 01 33.71043(W)     ADJUSTED  
 DE9060* NAVD 88     -       388.879  (meters)    1275.85   (feet)  ADJUSTED  
 DE9060  ___________________________________________________________________
 DE9060  X           -    -242,400.690 (meters)                     COMP
 DE9060  Y           -  -4,585,419.745 (meters)                     COMP
 DE9060  Z           -   4,412,390.394 (meters)                     COMP
 DE9060  LAPLACE CORR-          -7.97  (seconds)                    DEFLEC99
 DE9060  ELLIP HEIGHT-         360.19  (meters)          (12/17/02) GPS OBS
 DE9060  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DE9060  DYNAMIC HT  -         388.814 (meters)    1275.63  (feet)  COMP
 DE9060  MODELED GRAV-     980,438.7   (mgal)                       NAVD 88
 DE9060
 DE9060  HORZ ORDER  -  FIRST
 DE9060  VERT ORDER  -  SECOND    CLASS I
 DE9060  ELLP ORDER  -  FOURTH    CLASS I
 DE9060
 DE9060.The horizontal coordinates were established by GPS observations
 DE9060.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9060
 DE9060.The orthometric height was determined by differential leveling
 DE9060.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9060
 DE9060.The ellipsoidal height was determined by GPS observations
 DE9060.and is referenced to NAD 83.
 DE9060
 DE9060.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9060;SPC MN S     -   217,207.012   878,046.326   MT  0.99995281   +0 40 57.7
 DE9060;UTM  15      - 4,877,501.182   497,914.791   MT  0.99960005   -0 01 05.2
 DE9060
 DE9060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9060!SPC MN S     -   0.99994352  x   0.99995281  =   0.99989634
 DE9060!UTM  15      -   0.99994352  x   0.99960005  =   0.99954360
 DE9060
 DE9060                          SUPERSEDED SURVEY CONTROL
 DE9060
 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: 15TVJ9791577501(NAD 83)
 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 = OCTOBER  6, 2006
 DE9061 ***********************************************************************
 DE9061  DESIGNATION -  2001 C
 DE9061  PID         -  DE9061
 DE9061  STATE/COUNTY-  MN/DODGE
 DE9061  USGS QUAD   -  OWATONNA SE (1962)
 DE9061
 DE9061                         *CURRENT SURVEY CONTROL
 DE9061  ___________________________________________________________________
 DE9061* NAD 83(1996)-  44 03 12.98620(N)    093 00 20.30919(W)     ADJUSTED  
 DE9061* NAVD 88     -       390.367  (meters)    1280.73   (feet)  ADJUSTED  
 DE9061  ___________________________________________________________________
 DE9061  X           -    -240,757.072 (meters)                     COMP
 DE9061  Y           -  -4,585,280.238 (meters)                     COMP
 DE9061  Z           -   4,412,625.835 (meters)                     COMP
 DE9061  LAPLACE CORR-          -8.58  (seconds)                    DEFLEC99
 DE9061  ELLIP HEIGHT-         361.62  (meters)          (12/17/02) GPS OBS
 DE9061  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DE9061  DYNAMIC HT  -         390.300 (meters)    1280.51  (feet)  COMP
 DE9061  MODELED GRAV-     980,435.5   (mgal)                       NAVD 88
 DE9061
 DE9061  HORZ ORDER  -  FIRST
 DE9061  VERT ORDER  -  SECOND    CLASS I
 DE9061  ELLP ORDER  -  FOURTH    CLASS I
 DE9061
 DE9061.The horizontal coordinates were established by GPS observations
 DE9061.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9061
 DE9061.The orthometric height was determined by differential leveling
 DE9061.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9061
 DE9061.The ellipsoidal height was determined by GPS observations
 DE9061.and is referenced to NAD 83.
 DE9061
 DE9061.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9061;SPC MN S     -   217,552.831   879,676.113   MT  0.99995241   +0 41 49.1
 DE9061;UTM  15      - 4,877,826.926   499,548.110   MT  0.99960000   -0 00 14.1
 DE9061
 DE9061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9061!SPC MN S     -   0.99994330  x   0.99995241  =   0.99989571
 DE9061!UTM  15      -   0.99994330  x   0.99960000  =   0.99954332
 DE9061
 DE9061                          SUPERSEDED SURVEY CONTROL
 DE9061
 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: 15TVJ9954877827(NAD 83)
 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 = OCTOBER  6, 2006
 AC4910 ***********************************************************************
 AC4910  CBN         -  This is a Cooperative Base Network Control Station.
 AC4910  DESIGNATION -  2001 D
 AC4910  PID         -  AC4910
 AC4910  STATE/COUNTY-  MN/DODGE
 AC4910  USGS QUAD   -  CLAREMONT (1965)
 AC4910
 AC4910                         *CURRENT SURVEY CONTROL
 AC4910  ___________________________________________________________________
 AC4910* NAD 83(1996)-  44 03 03.31347(N)    092 59 09.17745(W)     ADJUSTED  
 AC4910* NAVD 88     -       390.916  (meters)    1282.53   (feet)  ADJUSTED  
 AC4910  ___________________________________________________________________
 AC4910  X           -    -239,186.625 (meters)                     COMP
 AC4910  Y           -  -4,585,570.643 (meters)                     COMP
 AC4910  Z           -   4,412,411.583 (meters)                     COMP
 AC4910  LAPLACE CORR-          -8.90  (seconds)                    DEFLEC99
 AC4910  ELLIP HEIGHT-         362.09  (meters)          (01/15/97) GPS OBS
 AC4910  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 AC4910  DYNAMIC HT  -         390.848 (meters)    1282.31  (feet)  COMP
 AC4910  MODELED GRAV-     980,431.6   (mgal)                       NAVD 88
 AC4910
 AC4910  HORZ ORDER  -  B
 AC4910  VERT ORDER  -  SECOND    CLASS I
 AC4910  ELLP ORDER  -  FOURTH    CLASS I
 AC4910
 AC4910.The horizontal coordinates were established by GPS observations
 AC4910.and adjusted by the National Geodetic Survey in January 1997..
 AC4910
 AC4910.The orthometric height was determined by differential leveling
 AC4910.and adjusted by the National Geodetic Survey in March 2006..
 AC4910
 AC4910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4910
 AC4910.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4910
 AC4910.The ellipsoidal height was determined by GPS observations
 AC4910.and is referenced to NAD 83.
 AC4910
 AC4910.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AC4910;SPC MN S     -   217,273.772   881,262.974   MT  0.99995277   +0 42 39.0
 AC4910;UTM  15      - 4,877,528.580   501,130.880   MT  0.99960002   +0 00 35.3
 AC4910
 AC4910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4910!SPC MN S     -   0.99994323  x   0.99995277  =   0.99989600
 AC4910!UTM  15      -   0.99994323  x   0.99960002  =   0.99954327
 AC4910
 AC4910                          SUPERSEDED SURVEY CONTROL
 AC4910
 AC4910  NAVD 88 (12/17/02)  390.92   (m)         1282.5    (f) LEVELING    3  
 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: 15TWJ0113177529(NAD 83)
 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 = OCTOBER  6, 2006
 DH7902 ***********************************************************************
 DH7902  DESIGNATION -  2001 E
 DH7902  PID         -  DH7902
 DH7902  STATE/COUNTY-  MN/DODGE
 DH7902  USGS QUAD   -  CLAREMONT (1965)
 DH7902
 DH7902                         *CURRENT SURVEY CONTROL
 DH7902  ___________________________________________________________________
 DH7902* NAD 83(1986)-  44 03 06.     (N)    092 56 44.     (W)     SCALED    
 DH7902* NAVD 88     -       393.984  (meters)    1292.60   (feet)  ADJUSTED  
 DH7902  ___________________________________________________________________
 DH7902  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DH7902  DYNAMIC HT  -         393.912 (meters)    1292.36  (feet)  COMP
 DH7902  MODELED GRAV-     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
 DH7902.and adjusted by the National Geodetic Survey in March 2006..
 DH7902
 DH7902.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE9062 ***********************************************************************
 DE9062  DESIGNATION -  2001 G
 DE9062  PID         -  DE9062
 DE9062  STATE/COUNTY-  MN/DODGE
 DE9062  USGS QUAD   -  CLAREMONT (1965)
 DE9062
 DE9062                         *CURRENT SURVEY CONTROL
 DE9062  ___________________________________________________________________
 DE9062* NAD 83(1996)-  44 03 05.00033(N)    092 54 34.24530(W)     ADJUSTED  
 DE9062* NAVD 88     -       385.661  (meters)    1265.29   (feet)  ADJUSTED  
 DE9062  ___________________________________________________________________
 DE9062  X           -    -233,072.228 (meters)                     COMP
 DE9062  Y           -  -4,585,845.251 (meters)                     COMP
 DE9062  Z           -   4,412,445.153 (meters)                     COMP
 DE9062  LAPLACE CORR-          -9.54  (seconds)                    DEFLEC99
 DE9062  ELLIP HEIGHT-         356.55  (meters)          (12/17/02) GPS OBS
 DE9062  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DE9062  DYNAMIC HT  -         385.587 (meters)    1265.05  (feet)  COMP
 DE9062  MODELED GRAV-     980,415.7   (mgal)                       NAVD 88
 DE9062
 DE9062  HORZ ORDER  -  FIRST
 DE9062  VERT ORDER  -  SECOND    CLASS I
 DE9062  ELLP ORDER  -  FOURTH    CLASS I
 DE9062
 DE9062.The horizontal coordinates were established by GPS observations
 DE9062.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9062
 DE9062.The orthometric height was determined by differential leveling
 DE9062.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9062
 DE9062.The ellipsoidal height was determined by GPS observations
 DE9062.and is referenced to NAD 83.
 DE9062
 DE9062.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9062;SPC MN S     -   217,404.610   887,381.592   MT  0.99995271   +0 45 51.7
 DE9062;UTM  15      - 4,877,584.507   507,248.484   MT  0.99960065   +0 03 46.5
 DE9062
 DE9062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9062!SPC MN S     -   0.99994409  x   0.99995271  =   0.99989681
 DE9062!UTM  15      -   0.99994409  x   0.99960065  =   0.99954477
 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 1303713.5 |
 DE9062| DE9039 2001 N                              APPROX. 0.9 KM 1475752.7 |
 DE9062|---------------------------------------------------------------------|
 DE9062
 DE9062                          SUPERSEDED SURVEY CONTROL
 DE9062
 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: 15TWJ0724877585(NAD 83)
 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 = OCTOBER  6, 2006
 AE2811 ***********************************************************************
 AE2811  DESIGNATION -  2001 H
 AE2811  PID         -  AE2811
 AE2811  STATE/COUNTY-  MN/DODGE
 AE2811  USGS QUAD   -  CLAREMONT (1965)
 AE2811
 AE2811                         *CURRENT SURVEY CONTROL
 AE2811  ___________________________________________________________________
 AE2811* NAD 83(1996)-  44 03 08.36550(N)    092 53 58.64945(W)     ADJUSTED  
 AE2811* NAVD 88     -       389.501  (meters)    1277.89   (feet)  ADJUSTED  
 AE2811  ___________________________________________________________________
 AE2811  X           -    -232,277.314 (meters)                     COMP
 AE2811  Y           -  -4,585,816.009 (meters)                     COMP
 AE2811  Z           -   4,412,522.455 (meters)                     COMP
 AE2811  LAPLACE CORR-          -9.51  (seconds)                    DEFLEC99
 AE2811  ELLIP HEIGHT-         360.36  (meters)          (12/17/02) GPS OBS
 AE2811  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 AE2811  DYNAMIC HT  -         389.425 (meters)    1277.64  (feet)  COMP
 AE2811  MODELED GRAV-     980,413.9   (mgal)                       NAVD 88
 AE2811
 AE2811  HORZ ORDER  -  FIRST
 AE2811  VERT ORDER  -  SECOND    CLASS I
 AE2811  ELLP ORDER  -  FOURTH    CLASS I
 AE2811
 AE2811.The horizontal coordinates were established by GPS observations
 AE2811.and adjusted by the MN DEPT OF TRANSP in December 2002..
 AE2811
 AE2811.The orthometric height was determined by differential leveling
 AE2811.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE2811
 AE2811.The ellipsoidal height was determined by GPS observations
 AE2811.and is referenced to NAD 83.
 AE2811
 AE2811.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE2811;SPC MN S     -   217,519.079   888,172.458   MT  0.99995258   +0 46 16.6
 AE2811;UTM  15      - 4,877,689.248   508,040.413   MT  0.99960080   +0 04 11.3
 AE2811
 AE2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2811!SPC MN S     -   0.99994350  x   0.99995258  =   0.99989608
 AE2811!UTM  15      -   0.99994350  x   0.99960080  =   0.99954432
 AE2811
 AE2811:                Primary Azimuth Mark                     Grid Az
 AE2811:SPC MN S     -  2001 P                                   175 40 41.0
 AE2811:UTM  15      -  2001 P                                   176 22 46.3
 AE2811
 AE2811|---------------------------------------------------------------------|
 AE2811| PID    Reference Object                     Distance      Geod. Az  |
 AE2811|                                                           dddmmss.s |
 AE2811| DE9040 2001 P                              APPROX. 0.8 KM 1762657.6 |
 AE2811| DE9039 2001 N                              APPROX. 0.9 KM 1995438.2 |
 AE2811|---------------------------------------------------------------------|
 AE2811
 AE2811                          SUPERSEDED SURVEY CONTROL
 AE2811
 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_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 = OCTOBER  6, 2006
 AE2810 ***********************************************************************
 AE2810  DESIGNATION -  2001 J
 AE2810  PID         -  AE2810
 AE2810  STATE/COUNTY-  MN/DODGE
 AE2810  USGS QUAD   -  CLAREMONT (1965)
 AE2810
 AE2810                         *CURRENT SURVEY CONTROL
 AE2810  ___________________________________________________________________
 AE2810* NAD 83(1996)-  44 02 48.29083(N)    092 53 10.20956(W)     ADJUSTED  
 AE2810* NAVD 88     -       384.040  (meters)    1259.97   (feet)  ADJUSTED  
 AE2810  ___________________________________________________________________
 AE2810  X           -    -231,221.851 (meters)                     COMP
 AE2810  Y           -  -4,586,296.700 (meters)                     COMP
 AE2810  Z           -   4,412,073.219 (meters)                     COMP
 AE2810  LAPLACE CORR-          -9.41  (seconds)                    DEFLEC99
 AE2810  ELLIP HEIGHT-         354.78  (meters)          (12/17/02) GPS OBS
 AE2810  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 AE2810  DYNAMIC HT  -         383.964 (meters)    1259.72  (feet)  COMP
 AE2810  MODELED GRAV-     980,410.1   (mgal)                       NAVD 88
 AE2810
 AE2810  HORZ ORDER  -  FIRST
 AE2810  VERT ORDER  -  SECOND    CLASS I
 AE2810  ELLP ORDER  -  FOURTH    CLASS I
 AE2810
 AE2810.The horizontal coordinates were established by GPS observations
 AE2810.and adjusted by the MN DEPT OF TRANSP in December 2002..
 AE2810
 AE2810.The orthometric height was determined by differential leveling
 AE2810.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE2810
 AE2810.The ellipsoidal height was determined by GPS observations
 AE2810.and is referenced to NAD 83.
 AE2810
 AE2810.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE2810;SPC MN S     -   216,914.168   889,259.018   MT  0.99995334   +0 46 50.6
 AE2810;UTM  15      - 4,877,071.297   509,119.105   MT  0.99960102   +0 04 44.9
 AE2810
 AE2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2810!SPC MN S     -   0.99994437  x   0.99995334  =   0.99989771
 AE2810!UTM  15      -   0.99994437  x   0.99960102  =   0.99954541
 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  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_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 = OCTOBER  6, 2006
 AE2808 ***********************************************************************
 AE2808  DESIGNATION -  2001 L
 AE2808  PID         -  AE2808
 AE2808  STATE/COUNTY-  MN/DODGE
 AE2808  USGS QUAD   -  DODGE CENTER (1982)
 AE2808
 AE2808                         *CURRENT SURVEY CONTROL
 AE2808  ___________________________________________________________________
 AE2808* NAD 83(1986)-  44 02 06.     (N)    092 51 31.     (W)     SCALED    
 AE2808* NAVD 88     -       384.545  (meters)    1261.63   (feet)  ADJUSTED  
 AE2808  ___________________________________________________________________
 AE2808  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 AE2808  DYNAMIC HT  -         384.466 (meters)    1261.37  (feet)  COMP
 AE2808  MODELED GRAV-     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
 AE2808.and adjusted by the National Geodetic Survey in December 1997..
 AE2808
 AE2808.The geoid height was determined by GEOID03.
 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)  384.526  (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_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 = OCTOBER  6, 2006
 AE2809 ***********************************************************************
 AE2809  DESIGNATION -  2001 M
 AE2809  PID         -  AE2809
 AE2809  STATE/COUNTY-  MN/DODGE
 AE2809  USGS QUAD   -  CLAREMONT (1965)
 AE2809
 AE2809                         *CURRENT SURVEY CONTROL
 AE2809  ___________________________________________________________________
 AE2809* NAD 83(1986)-  44 02 30.     (N)    092 52 37.     (W)     SCALED    
 AE2809* NAVD 88     -       367.975  (meters)    1207.26   (feet)  ADJUSTED  
 AE2809  ___________________________________________________________________
 AE2809  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 AE2809  DYNAMIC HT  -         367.902 (meters)    1207.03  (feet)  COMP
 AE2809  MODELED GRAV-     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
 AE2809.and adjusted by the National Geodetic Survey in December 1997..
 AE2809
 AE2809.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE9039 ***********************************************************************
 DE9039  DESIGNATION -  2001 N
 DE9039  PID         -  DE9039
 DE9039  STATE/COUNTY-  MN/DODGE
 DE9039  USGS QUAD   -  CLAREMONT (1965)
 DE9039
 DE9039                         *CURRENT SURVEY CONTROL
 DE9039  ___________________________________________________________________
 DE9039* NAD 83(1996)-  44 02 40.24466(N)    092 54 12.77030(W)     ADJUSTED  
 DE9039* NAVD 88     -       388.359  (meters)    1274.14   (feet)  ADJUSTED  
 DE9039  ___________________________________________________________________
 DE9039  X           -    -232,621.786 (meters)                     COMP
 DE9039  Y           -  -4,586,401.990 (meters)                     COMP
 DE9039  Z           -   4,411,897.791 (meters)                     COMP
 DE9039  LAPLACE CORR-          -9.49  (seconds)                    DEFLEC99
 DE9039  ELLIP HEIGHT-         359.22  (meters)          (12/17/02) GPS OBS
 DE9039  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DE9039  DYNAMIC HT  -         388.284 (meters)    1273.90  (feet)  COMP
 DE9039  MODELED GRAV-     980,413.6   (mgal)                       NAVD 88
 DE9039
 DE9039  HORZ ORDER  -  FIRST
 DE9039  VERT ORDER  -  SECOND    CLASS I
 DE9039  ELLP ORDER  -  FOURTH    CLASS I
 DE9039
 DE9039.The horizontal coordinates were established by GPS observations
 DE9039.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9039
 DE9039.The orthometric height was determined by differential leveling
 DE9039.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9039
 DE9039.The ellipsoidal height was determined by GPS observations
 DE9039.and is referenced to NAD 83.
 DE9039
 DE9039.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9039;SPC MN S     -   216,647.031   887,869.814   MT  0.99995365   +0 46 06.7
 DE9039;UTM  15      - 4,876,821.277   507,727.225   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  =   0.99989733
 DE9039!UTM  15      -   0.99994368  x   0.99960073  =   0.99954443
 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  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_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 = OCTOBER  6, 2006
 DE9040 ***********************************************************************
 DE9040  DESIGNATION -  2001 P
 DE9040  PID         -  DE9040
 DE9040  STATE/COUNTY-  MN/DODGE
 DE9040  USGS QUAD   -  CLAREMONT (1965)
 DE9040
 DE9040                         *CURRENT SURVEY CONTROL
 DE9040  ___________________________________________________________________
 DE9040* NAD 83(1996)-  44 02 41.54917(N)    092 53 56.34255(W)     ADJUSTED  
 DE9040* NAVD 88     -       384.731  (meters)    1262.24   (feet)  ADJUSTED  
 DE9040  ___________________________________________________________________
 DE9040  X           -    -232,254.957 (meters)                     COMP
 DE9040  Y           -  -4,586,389.931 (meters)                     COMP
 DE9040  Z           -   4,411,924.203 (meters)                     COMP
 DE9040  LAPLACE CORR-          -9.48  (seconds)                    DEFLEC99
 DE9040  ELLIP HEIGHT-         355.58  (meters)          (12/17/02) GPS OBS
 DE9040  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DE9040  DYNAMIC HT  -         384.656 (meters)    1261.99  (feet)  COMP
 DE9040  MODELED GRAV-     980,412.7   (mgal)                       NAVD 88
 DE9040
 DE9040  HORZ ORDER  -  FIRST
 DE9040  VERT ORDER  -  SECOND    CLASS I
 DE9040  ELLP ORDER  -  FOURTH    CLASS I
 DE9040
 DE9040.The horizontal coordinates were established by GPS observations
 DE9040.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9040
 DE9040.The orthometric height was determined by differential leveling
 DE9040.and adjusted by the National Geodetic Survey in March 2006..
 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 DEFLEC99 derived deflections.
 DE9040
 DE9040.The ellipsoidal height was determined by GPS observations
 DE9040.and is referenced to NAD 83.
 DE9040
 DE9040.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9040;SPC MN S     -   216,692.204   888,234.950   MT  0.99995360   +0 46 18.2
 DE9040;UTM  15      - 4,876,861.962   508,092.758   MT  0.99960081   +0 04 12.8
 DE9040
 DE9040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9040!SPC MN S     -   0.99994425  x   0.99995360  =   0.99989785
 DE9040!UTM  15      -   0.99994425  x   0.99960081  =   0.99954508
 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  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: 15TWJ0809376862(NAD 83)
 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 = OCTOBER  6, 2006
 DH7907 ***********************************************************************
 DH7907  DESIGNATION -  2001 Q
 DH7907  PID         -  DH7907
 DH7907  STATE/COUNTY-  MN/DODGE
 DH7907  USGS QUAD   -  CLAREMONT (1965)
 DH7907
 DH7907                         *CURRENT SURVEY CONTROL
 DH7907  ___________________________________________________________________
 DH7907* NAD 83(1986)-  44 01 59.     (N)    092 54 02.     (W)     SCALED    
 DH7907* NAVD 88     -       389.489  (meters)    1277.85   (feet)  ADJUSTED  
 DH7907  ___________________________________________________________________
 DH7907  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH7907  DYNAMIC HT  -         389.413 (meters)    1277.60  (feet)  COMP
 DH7907  MODELED GRAV-     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
 DH7907.and adjusted by the National Geodetic Survey in March 2006..
 DH7907
 DH7907.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DH7903 ***********************************************************************
 DH7903  DESIGNATION -  2001 R
 DH7903  PID         -  DH7903
 DH7903  STATE/COUNTY-  MN/DODGE
 DH7903  USGS QUAD   -  CLAREMONT (1965)
 DH7903
 DH7903                         *CURRENT SURVEY CONTROL
 DH7903  ___________________________________________________________________
 DH7903* NAD 83(1986)-  44 01 48.     (N)    092 53 48.     (W)     SCALED    
 DH7903* NAVD 88     -       383.745  (meters)    1259.00   (feet)  ADJUSTED  
 DH7903  ___________________________________________________________________
 DH7903  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DH7903  DYNAMIC HT  -         383.670 (meters)    1258.76  (feet)  COMP
 DH7903  MODELED GRAV-     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
 DH7903.and adjusted by the National Geodetic Survey in March 2006..
 DH7903
 DH7903.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DH7904 ***********************************************************************
 DH7904  DESIGNATION -  2001 S
 DH7904  PID         -  DH7904
 DH7904  STATE/COUNTY-  MN/DODGE
 DH7904  USGS QUAD   -  CLAREMONT (1965)
 DH7904
 DH7904                         *CURRENT SURVEY CONTROL
 DH7904  ___________________________________________________________________
 DH7904* NAD 83(1986)-  44 01 30.     (N)    092 53 29.     (W)     SCALED    
 DH7904* NAVD 88     -       374.808  (meters)    1229.68   (feet)  ADJUSTED  
 DH7904  ___________________________________________________________________
 DH7904  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 DH7904  DYNAMIC HT  -         374.733 (meters)    1229.44  (feet)  COMP
 DH7904  MODELED GRAV-     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
 DH7904.and adjusted by the National Geodetic Survey in March 2006..
 DH7904
 DH7904.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DH7919 ***********************************************************************
 DH7919  DESIGNATION -  2001 T
 DH7919  PID         -  DH7919
 DH7919  STATE/COUNTY-  MN/DODGE
 DH7919  USGS QUAD   -  CLAREMONT (1965)
 DH7919
 DH7919                         *CURRENT SURVEY CONTROL
 DH7919  ___________________________________________________________________
 DH7919* NAD 83(1986)-  44 01 30.     (N)    092 53 35.     (W)     SCALED    
 DH7919* NAVD 88     -       379.637  (meters)    1245.53   (feet)  ADJUSTED  
 DH7919  ___________________________________________________________________
 DH7919  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DH7919  DYNAMIC HT  -         379.562 (meters)    1245.28  (feet)  COMP
 DH7919  MODELED GRAV-     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
 DH7919.and adjusted by the National Geodetic Survey in March 2006..
 DH7919
 DH7919.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE9041 ***********************************************************************
 DE9041  DESIGNATION -  2001 U
 DE9041  PID         -  DE9041
 DE9041  STATE/COUNTY-  MN/DODGE
 DE9041  USGS QUAD   -  CLAREMONT (1965)
 DE9041
 DE9041                         *CURRENT SURVEY CONTROL
 DE9041  ___________________________________________________________________
 DE9041* NAD 83(1996)-  44 01 05.51976(N)    092 52 45.74902(W)     ADJUSTED  
 DE9041* NAVD 88     -       391.598  (meters)    1284.77   (feet)  ADJUSTED  
 DE9041  ___________________________________________________________________
 DE9041  X           -    -230,789.001 (meters)                     COMP
 DE9041  Y           -  -4,588,531.611 (meters)                     COMP
 DE9041  Z           -   4,409,797.858 (meters)                     COMP
 DE9041  LAPLACE CORR-          -9.11  (seconds)                    DEFLEC99
 DE9041  ELLIP HEIGHT-         362.35  (meters)          (12/17/02) GPS OBS
 DE9041  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DE9041  DYNAMIC HT  -         391.519 (meters)    1284.51  (feet)  COMP
 DE9041  MODELED GRAV-     980,405.0   (mgal)                       NAVD 88
 DE9041
 DE9041  HORZ ORDER  -  FIRST
 DE9041  VERT ORDER  -  SECOND    CLASS I
 DE9041  ELLP ORDER  -  FOURTH    CLASS I
 DE9041
 DE9041.The horizontal coordinates were established by GPS observations
 DE9041.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9041
 DE9041.The orthometric height was determined by differential leveling
 DE9041.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9041
 DE9041.The ellipsoidal height was determined by GPS observations
 DE9041.and is referenced to NAD 83.
 DE9041
 DE9041.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9041;SPC MN S     -   213,750.053   889,846.964   MT  0.99995739   +0 47 07.7
 DE9041;UTM  15      - 4,873,901.342   509,668.067   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  =   0.99990058
 DE9041!UTM  15      -   0.99994319  x   0.99960115  =   0.99954436
 DE9041
 DE9041                          SUPERSEDED SURVEY CONTROL
 DE9041
 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_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 = OCTOBER  6, 2006
 DH7905 ***********************************************************************
 DH7905  DESIGNATION -  2001 V
 DH7905  PID         -  DH7905
 DH7905  STATE/COUNTY-  MN/DODGE
 DH7905  USGS QUAD   -  DODGE CENTER (1982)
 DH7905
 DH7905                         *CURRENT SURVEY CONTROL
 DH7905  ___________________________________________________________________
 DH7905* NAD 83(1986)-  44 01 07.     (N)    092 51 25.     (W)     SCALED    
 DH7905* NAVD 88     -       402.108  (meters)    1319.25   (feet)  ADJUSTED  
 DH7905  ___________________________________________________________________
 DH7905  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 DH7905  DYNAMIC HT  -         402.025 (meters)    1318.98  (feet)  COMP
 DH7905  MODELED GRAV-     980,400.8   (mgal)                       NAVD 88
 DH7905
 DH7905  VERT ORDER  -  SECOND    CLASS I
 DH7905
 DH7905.The horizontal coordinates were scaled from a topographic map and have
 DH7905.an estimated accuracy of +/- 6 seconds.
 DH7905
 DH7905.The orthometric height was determined by differential leveling
 DH7905.and adjusted by the National Geodetic Survey in March 2006..
 DH7905
 DH7905.The geoid height was determined by GEOID03.
 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     -   213,820.      891,650.      MT  (+/- 180 meters Scaled)
 DH7905
 DH7905                          SUPERSEDED SURVEY CONTROL
 DH7905
 DH7905.No superseded survey control is available for this station.
 DH7905
 DH7905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ114739(NAD 83)
 DH7905_MARKER: DD = SURVEY DISK
 DH7905_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH7905_SP_SET: BRIDGE ABUTMENT
 DH7905_STAMPING: 2001 V 2000
 DH7905_MARK LOGO: MNDT  
 DH7905_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7905+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 DH7905
 DH7905  HISTORY     - Date     Condition        Report By
 DH7905  HISTORY     - 2000     MONUMENTED       MNDT
 DH7905  HISTORY     - 20000920 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9042 ***********************************************************************
 DE9042  DESIGNATION -  2001 W
 DE9042  PID         -  DE9042
 DE9042  STATE/COUNTY-  MN/DODGE
 DE9042  USGS QUAD   -  CLAREMONT (1965)
 DE9042
 DE9042                         *CURRENT SURVEY CONTROL
 DE9042  ___________________________________________________________________
 DE9042* NAD 83(1996)-  44 03 08.61366(N)    092 57 54.98394(W)     ADJUSTED  
 DE9042* NAVD 88     -       394.832  (meters)    1295.38   (feet)  ADJUSTED  
 DE9042  ___________________________________________________________________
 DE9042  X           -    -237,531.437 (meters)                     COMP
 DE9042  Y           -  -4,585,545.539 (meters)                     COMP
 DE9042  Z           -   4,412,531.833 (meters)                     COMP
 DE9042  LAPLACE CORR-          -9.18  (seconds)                    DEFLEC99
 DE9042  ELLIP HEIGHT-         365.93  (meters)          (12/17/02) GPS OBS
 DE9042  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DE9042  DYNAMIC HT  -         394.762 (meters)    1295.15  (feet)  COMP
 DE9042  MODELED GRAV-     980,427.5   (mgal)                       NAVD 88
 DE9042
 DE9042  HORZ ORDER  -  FIRST
 DE9042  VERT ORDER  -  SECOND    CLASS I
 DE9042  ELLP ORDER  -  FOURTH    CLASS I
 DE9042
 DE9042.The horizontal coordinates were established by GPS observations
 DE9042.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9042
 DE9042.The orthometric height was determined by differential leveling
 DE9042.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9042
 DE9042.The ellipsoidal height was determined by GPS observations
 DE9042.and is referenced to NAD 83.
 DE9042
 DE9042.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9042;SPC MN S     -   217,458.037   882,912.275   MT  0.99995257   +0 43 31.0
 DE9042;UTM  15      - 4,877,692.594   502,781.730   MT  0.99960010   +0 01 26.9
 DE9042
 DE9042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9042!SPC MN S     -   0.99994262  x   0.99995257  =   0.99989520
 DE9042!UTM  15      -   0.99994262  x   0.99960010  =   0.99954275
 DE9042
 DE9042                          SUPERSEDED SURVEY CONTROL
 DE9042
 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: 15TWJ0278277693(NAD 83)
 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 = OCTOBER  6, 2006
 DE9043 ***********************************************************************
 DE9043  DESIGNATION -  2002 D
 DE9043  PID         -  DE9043
 DE9043  STATE/COUNTY-  MN/DODGE
 DE9043  USGS QUAD   -  BYRON (1982)
 DE9043
 DE9043                         *CURRENT SURVEY CONTROL
 DE9043  ___________________________________________________________________
 DE9043* NAD 83(1996)-  44 01 24.86466(N)    092 43 07.53805(W)     ADJUSTED  
 DE9043* NAVD 88     -       390.323  (meters)    1280.58   (feet)  ADJUSTED  
 DE9043  ___________________________________________________________________
 DE9043  X           -    -217,905.585 (meters)                     COMP
 DE9043  Y           -  -4,588,744.772 (meters)                     COMP
 DE9043  Z           -   4,410,225.979 (meters)                     COMP
 DE9043  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 DE9043  ELLIP HEIGHT-         360.55  (meters)          (12/17/02) GPS OBS
 DE9043  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 DE9043  DYNAMIC HT  -         390.238 (meters)    1280.31  (feet)  COMP
 DE9043  MODELED GRAV-     980,388.6   (mgal)                       NAVD 88
 DE9043
 DE9043  HORZ ORDER  -  FIRST
 DE9043  VERT ORDER  -  SECOND    CLASS I
 DE9043  ELLP ORDER  -  FOURTH    CLASS I
 DE9043
 DE9043.The horizontal coordinates were established by GPS observations
 DE9043.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9043
 DE9043.The orthometric height was determined by differential leveling
 DE9043.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9043
 DE9043.The ellipsoidal height was determined by GPS observations
 DE9043.and is referenced to NAD 83.
 DE9043
 DE9043.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9043;SPC MN S     -   214,536.215   902,713.978   MT  0.99995661   +0 53 53.0
 DE9043;UTM  15      - 4,874,529.548   522,539.195   MT  0.99960625   +0 11 43.6
 DE9043
 DE9043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9043!SPC MN S     -   0.99994347  x   0.99995661  =   0.99990008
 DE9043!UTM  15      -   0.99994347  x   0.99960625  =   0.99954974
 DE9043
 DE9043                          SUPERSEDED SURVEY CONTROL
 DE9043
 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: 15TWJ2253974530(NAD 83)
 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 = OCTOBER  6, 2006
 DE9044 ***********************************************************************
 DE9044  DESIGNATION -  2002 E
 DE9044  PID         -  DE9044
 DE9044  STATE/COUNTY-  MN/DODGE
 DE9044  USGS QUAD   -  BYRON (1982)
 DE9044
 DE9044                         *CURRENT SURVEY CONTROL
 DE9044  ___________________________________________________________________
 DE9044* NAD 83(1996)-  44 01 23.27349(N)    092 44 17.94963(W)     ADJUSTED  
 DE9044* NAVD 88     -       382.100  (meters)    1253.61   (feet)  ADJUSTED  
 DE9044  ___________________________________________________________________
 DE9044  X           -    -219,473.358 (meters)                     COMP
 DE9044  Y           -  -4,588,698.336 (meters)                     COMP
 DE9044  Z           -   4,410,184.979 (meters)                     COMP
 DE9044  LAPLACE CORR-          -6.47  (seconds)                    DEFLEC99
 DE9044  ELLIP HEIGHT-         352.37  (meters)          (12/17/02) GPS OBS
 DE9044  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 DE9044  DYNAMIC HT  -         382.017 (meters)    1253.33  (feet)  COMP
 DE9044  MODELED GRAV-     980,389.0   (mgal)                       NAVD 88
 DE9044
 DE9044  HORZ ORDER  -  FIRST
 DE9044  VERT ORDER  -  SECOND    CLASS I
 DE9044  ELLP ORDER  -  FOURTH    CLASS I
 DE9044
 DE9044.The horizontal coordinates were established by GPS observations
 DE9044.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9044
 DE9044.The orthometric height was determined by differential leveling
 DE9044.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9044
 DE9044.The ellipsoidal height was determined by GPS observations
 DE9044.and is referenced to NAD 83.
 DE9044
 DE9044.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9044;SPC MN S     -   214,462.723   901,146.880   MT  0.99995668   +0 53 03.6
 DE9044;UTM  15      - 4,874,475.295   520,971.864   MT  0.99960541   +0 10 54.7
 DE9044
 DE9044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9044!SPC MN S     -   0.99994475  x   0.99995668  =   0.99990143
 DE9044!UTM  15      -   0.99994475  x   0.99960541  =   0.99955018
 DE9044
 DE9044                          SUPERSEDED SURVEY CONTROL
 DE9044
 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: 15TWJ2097274475(NAD 83)
 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 = OCTOBER  6, 2006
 DH7908 ***********************************************************************
 DH7908  DESIGNATION -  2002 F
 DH7908  PID         -  DH7908
 DH7908  STATE/COUNTY-  MN/DODGE
 DH7908  USGS QUAD   -  BYRON (1982)
 DH7908
 DH7908                         *CURRENT SURVEY CONTROL
 DH7908  ___________________________________________________________________
 DH7908* NAD 83(1986)-  44 01 21.     (N)    092 44 53.     (W)     SCALED    
 DH7908* NAVD 88     -       386.290  (meters)    1267.35   (feet)  ADJUSTED  
 DH7908  ___________________________________________________________________
 DH7908  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 DH7908  DYNAMIC HT  -         386.206 (meters)    1267.08  (feet)  COMP
 DH7908  MODELED GRAV-     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
 DH7908.and adjusted by the National Geodetic Survey in March 2006..
 DH7908
 DH7908.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE9045 ***********************************************************************
 DE9045  DESIGNATION -  2002 G
 DE9045  PID         -  DE9045
 DE9045  STATE/COUNTY-  MN/DODGE
 DE9045  USGS QUAD   -  DODGE CENTER (1982)
 DE9045
 DE9045                         *CURRENT SURVEY CONTROL
 DE9045  ___________________________________________________________________
 DE9045* NAD 83(1996)-  44 01 24.25879(N)    092 45 21.63990(W)     ADJUSTED  
 DE9045* NAVD 88     -       378.621  (meters)    1242.19   (feet)  ADJUSTED  
 DE9045  ___________________________________________________________________
 DE9045  X           -    -220,889.107 (meters)                     COMP
 DE9045  Y           -  -4,588,606.775 (meters)                     COMP
 DE9045  Z           -   4,410,204.463 (meters)                     COMP
 DE9045  LAPLACE CORR-          -7.00  (seconds)                    DEFLEC99
 DE9045  ELLIP HEIGHT-         348.94  (meters)          (12/17/02) GPS OBS
 DE9045  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 DE9045  DYNAMIC HT  -         378.538 (meters)    1241.92  (feet)  COMP
 DE9045  MODELED GRAV-     980,389.8   (mgal)                       NAVD 88
 DE9045
 DE9045  HORZ ORDER  -  FIRST
 DE9045  VERT ORDER  -  SECOND    CLASS I
 DE9045  ELLP ORDER  -  FOURTH    CLASS I
 DE9045
 DE9045.The horizontal coordinates were established by GPS observations
 DE9045.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9045
 DE9045.The orthometric height was determined by differential leveling
 DE9045.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9045
 DE9045.The ellipsoidal height was determined by GPS observations
 DE9045.and is referenced to NAD 83.
 DE9045
 DE9045.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9045;SPC MN S     -   214,471.391   899,728.209   MT  0.99995664   +0 52 19.0
 DE9045;UTM  15      - 4,874,501.346   519,553.905   MT  0.99960470   +0 10 10.4
 DE9045
 DE9045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9045!SPC MN S     -   0.99994529  x   0.99995664  =   0.99990193
 DE9045!UTM  15      -   0.99994529  x   0.99960470  =   0.99955001
 DE9045
 DE9045                          SUPERSEDED SURVEY CONTROL
 DE9045
 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: 15TWJ1955474501(NAD 83)
 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 = OCTOBER  6, 2006
 AE2807 ***********************************************************************
 AE2807  DESIGNATION -  2002 J
 AE2807  PID         -  AE2807
 AE2807  STATE/COUNTY-  MN/DODGE
 AE2807  USGS QUAD   -  DODGE CENTER (1982)
 AE2807
 AE2807                         *CURRENT SURVEY CONTROL
 AE2807  ___________________________________________________________________
 AE2807* NAD 83(1986)-  44 01 53.     (N)    092 50 35.     (W)     SCALED    
 AE2807* NAVD 88     -       388.121  (meters)    1273.36   (feet)  ADJUSTED  
 AE2807  ___________________________________________________________________
 AE2807  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 AE2807  DYNAMIC HT  -         388.040 (meters)    1273.09  (feet)  COMP
 AE2807  MODELED GRAV-     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
 AE2807.and adjusted by the National Geodetic Survey in December 1997..
 AE2807
 AE2807.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE2806 ***********************************************************************
 AE2806  DESIGNATION -  2002 K
 AE2806  PID         -  AE2806
 AE2806  STATE/COUNTY-  MN/DODGE
 AE2806  USGS QUAD   -  DODGE CENTER (1982)
 AE2806
 AE2806                         *CURRENT SURVEY CONTROL
 AE2806  ___________________________________________________________________
 AE2806* NAD 83(1986)-  44 01 49.     (N)    092 49 38.     (W)     SCALED    
 AE2806* NAVD 88     -       391.955  (meters)    1285.94   (feet)  ADJUSTED  
 AE2806  ___________________________________________________________________
 AE2806  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AE2806  DYNAMIC HT  -         391.873 (meters)    1285.67  (feet)  COMP
 AE2806  MODELED GRAV-     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
 AE2806.and adjusted by the National Geodetic Survey in December 1997..
 AE2806
 AE2806.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE2805 ***********************************************************************
 AE2805  DESIGNATION -  2002 L
 AE2805  PID         -  AE2805
 AE2805  STATE/COUNTY-  MN/DODGE
 AE2805  USGS QUAD   -  DODGE CENTER (1982)
 AE2805
 AE2805                         *CURRENT SURVEY CONTROL
 AE2805  ___________________________________________________________________
 AE2805* NAD 83(1986)-  44 01 50.     (N)    092 48 25.     (W)     SCALED    
 AE2805* NAVD 88     -       395.411  (meters)    1297.28   (feet)  ADJUSTED  
 AE2805  ___________________________________________________________________
 AE2805  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AE2805  DYNAMIC HT  -         395.327 (meters)    1297.00  (feet)  COMP
 AE2805  MODELED GRAV-     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
 AE2805.and adjusted by the National Geodetic Survey in December 1997..
 AE2805
 AE2805.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DH7906 ***********************************************************************
 DH7906  DESIGNATION -  2002 M
 DH7906  PID         -  DH7906
 DH7906  STATE/COUNTY-  MN/DODGE
 DH7906  USGS QUAD   -  DODGE CENTER (1982)
 DH7906
 DH7906                         *CURRENT SURVEY CONTROL
 DH7906  ___________________________________________________________________
 DH7906* NAD 83(1986)-  44 01 27.     (N)    092 50 26.     (W)     SCALED    
 DH7906* NAVD 88     -       405.363  (meters)    1329.93   (feet)  ADJUSTED  
 DH7906  ___________________________________________________________________
 DH7906  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 DH7906  DYNAMIC HT  -         405.279 (meters)    1329.65  (feet)  COMP
 DH7906  MODELED GRAV-     980,399.0   (mgal)                       NAVD 88
 DH7906
 DH7906  VERT ORDER  -  SECOND    CLASS I
 DH7906
 DH7906.The horizontal coordinates were scaled from a topographic map and have
 DH7906.an estimated accuracy of +/- 6 seconds.
 DH7906
 DH7906.The orthometric height was determined by differential leveling
 DH7906.and adjusted by the National Geodetic Survey in March 2006..
 DH7906
 DH7906.The geoid height was determined by GEOID03.
 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     -   214,460.      892,950.      MT  (+/- 180 meters Scaled)
 DH7906
 DH7906                          SUPERSEDED SURVEY CONTROL
 DH7906
 DH7906.No superseded survey control is available for this station.
 DH7906
 DH7906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ127745(NAD 83)
 DH7906_MARKER: DD = SURVEY DISK
 DH7906_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH7906_SP_SET: BRIDGE ABUTMENT
 DH7906_STAMPING: 2002 M 2000
 DH7906_MARK LOGO: MNDT  
 DH7906_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7906+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 DH7906
 DH7906  HISTORY     - Date     Condition        Report By
 DH7906  HISTORY     - 1999     MONUMENTED       MNDT
 DH7906  HISTORY     - 20000920 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9046 ***********************************************************************
 DE9046  DESIGNATION -  2002 N
 DE9046  PID         -  DE9046
 DE9046  STATE/COUNTY-  MN/DODGE
 DE9046  USGS QUAD   -  DODGE CENTER (1982)
 DE9046
 DE9046                         *CURRENT SURVEY CONTROL
 DE9046  ___________________________________________________________________
 DE9046* NAD 83(1996)-  44 01 30.66792(N)    092 49 07.92500(W)     ADJUSTED  
 DE9046* NAVD 88     -       394.489  (meters)    1294.25   (feet)  ADJUSTED  
 DE9046  ___________________________________________________________________
 DE9046  X           -    -225,916.763 (meters)                     COMP
 DE9046  Y           -  -4,588,235.924 (meters)                     COMP
 DE9046  Z           -   4,410,357.892 (meters)                     COMP
 DE9046  LAPLACE CORR-          -8.68  (seconds)                    DEFLEC99
 DE9046  ELLIP HEIGHT-         365.03  (meters)          (12/17/02) GPS OBS
 DE9046  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 DE9046  DYNAMIC HT  -         394.406 (meters)    1293.98  (feet)  COMP
 DE9046  MODELED GRAV-     980,396.0   (mgal)                       NAVD 88
 DE9046
 DE9046  HORZ ORDER  -  FIRST
 DE9046  VERT ORDER  -  SECOND    CLASS I
 DE9046  ELLP ORDER  -  FOURTH    CLASS I
 DE9046
 DE9046.The horizontal coordinates were established by GPS observations
 DE9046.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9046
 DE9046.The orthometric height was determined by differential leveling
 DE9046.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9046
 DE9046.The ellipsoidal height was determined by GPS observations
 DE9046.and is referenced to NAD 83.
 DE9046
 DE9046.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9046;SPC MN S     -   214,594.427   894,686.588   MT  0.99995638   +0 49 40.4
 DE9046;UTM  15      - 4,874,686.095   514,515.949   MT  0.99960259   +0 07 33.2
 DE9046
 DE9046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9046!SPC MN S     -   0.99994276  x   0.99995638  =   0.99989915
 DE9046!UTM  15      -   0.99994276  x   0.99960259  =   0.99954538
 DE9046
 DE9046:                Primary Azimuth Mark                     Grid Az
 DE9046:SPC MN S     -  LAFRENZ                                  179 09 32.7
 DE9046:UTM  15      -  LAFRENZ                                  179 51 39.9
 DE9046
 DE9046|---------------------------------------------------------------------|
 DE9046| PID    Reference Object                     Distance      Geod. Az  |
 DE9046|                                                           dddmmss.s |
 DE9046| DE9078 LAFRENZ                             490.016 METERS 1795913.1 |
 DE9046|---------------------------------------------------------------------|
 DE9046
 DE9046                          SUPERSEDED SURVEY CONTROL
 DE9046
 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: 15TWJ1451674686(NAD 83)
 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 = OCTOBER  6, 2006
 DE9047 ***********************************************************************
 DE9047  DESIGNATION -  2002 P
 DE9047  PID         -  DE9047
 DE9047  STATE/COUNTY-  MN/DODGE
 DE9047  USGS QUAD   -  DODGE CENTER (1982)
 DE9047
 DE9047                         *CURRENT SURVEY CONTROL
 DE9047  ___________________________________________________________________
 DE9047* NAD 83(1996)-  44 01 34.05373(N)    092 47 54.98263(W)     ADJUSTED  
 DE9047* NAVD 88     -       394.605  (meters)    1294.63   (feet)  ADJUSTED  
 DE9047  ___________________________________________________________________
 DE9047  X           -    -224,290.645 (meters)                     COMP
 DE9047  Y           -  -4,588,243.014 (meters)                     COMP
 DE9047  Z           -   4,410,433.064 (meters)                     COMP
 DE9047  LAPLACE CORR-          -8.31  (seconds)                    DEFLEC99
 DE9047  ELLIP HEIGHT-         365.07  (meters)          (12/17/02) GPS OBS
 DE9047  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 DE9047  DYNAMIC HT  -         394.521 (meters)    1294.36  (feet)  COMP
 DE9047  MODELED GRAV-     980,393.7   (mgal)                       NAVD 88
 DE9047
 DE9047  HORZ ORDER  -  FIRST
 DE9047  VERT ORDER  -  SECOND    CLASS I
 DE9047  ELLP ORDER  -  FOURTH    CLASS I
 DE9047
 DE9047.The horizontal coordinates were established by GPS observations
 DE9047.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9047
 DE9047.The orthometric height was determined by differential leveling
 DE9047.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9047
 DE9047.The ellipsoidal height was determined by GPS observations
 DE9047.and is referenced to NAD 83.
 DE9047
 DE9047.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9047;SPC MN S     -   214,722.585   896,309.241   MT  0.99995624   +0 50 31.5
 DE9047;UTM  15      - 4,874,794.322   516,139.476   MT  0.99960320   +0 08 23.9
 DE9047
 DE9047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9047!SPC MN S     -   0.99994276  x   0.99995624  =   0.99989900
 DE9047!UTM  15      -   0.99994276  x   0.99960320  =   0.99954598
 DE9047
 DE9047                          SUPERSEDED SURVEY CONTROL
 DE9047
 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_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 = OCTOBER  6, 2006
 DF4766 ***********************************************************************
 DF4766  DESIGNATION -  2005 G
 DF4766  PID         -  DF4766
 DF4766  STATE/COUNTY-  MN/DODGE
 DF4766  USGS QUAD   -  HAYFIELD (1966)
 DF4766
 DF4766                         *CURRENT SURVEY CONTROL
 DF4766  ___________________________________________________________________
 DF4766* NAD 83(1996)-  43 53 51.99448(N)    092 51 32.04951(W)     ADJUSTED  
 DF4766* NAVD 88     -       400.8    (meters)    1315.     (feet)  GPS OBS   
 DF4766  ___________________________________________________________________
 DF4766  X           -    -229,613.075 (meters)                     COMP
 DF4766  Y           -  -4,597,897.068 (meters)                     COMP
 DF4766  Z           -   4,400,171.713 (meters)                     COMP
 DF4766  LAPLACE CORR-          -8.35  (seconds)                    DEFLEC99
 DF4766  ELLIP HEIGHT-         371.44  (meters)          (04/02/03) GPS OBS
 DF4766  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 DF4766
 DF4766  HORZ ORDER  -  FIRST
 DF4766  ELLP ORDER  -  THIRD     CLASS II
 DF4766
 DF4766.The horizontal coordinates were established by GPS observations
 DF4766.and adjusted by the MN DEPT OF TRANSP in April 2003..
 DF4766
 DF4766.The orthometric height was determined by GPS observations and a
 DF4766.high-resolution geoid model.
 DF4766
 DF4766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4766
 DF4766.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4766
 DF4766.The ellipsoidal height was determined by GPS observations
 DF4766.and is referenced to NAD 83.
 DF4766
 DF4766.The geoid height was determined by GEOID03.
 DF4766
 DF4766;                    North         East     Units Scale Factor Converg.
 DF4766;SPC MN S     -   200,394.059   891,674.997   MT  0.99997717   +0 47 59.4
 DF4766;UTM  15      - 4,860,528.850   511,331.760   MT  0.99960158   +0 05 52.2
 DF4766
 DF4766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4766!SPC MN S     -   0.99994176  x   0.99997717  =   0.99991893
 DF4766!UTM  15      -   0.99994176  x   0.99960158  =   0.99954336
 DF4766
 DF4766                          SUPERSEDED SURVEY CONTROL
 DF4766
 DF4766.No superseded survey control is available for this station.
 DF4766
 DF4766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1133260529(NAD 83)
 DF4766_MARKER: DD = SURVEY DISK
 DF4766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4766_STAMPING: 2005 G 1978
 DF4766_MARK LOGO: MNDT  
 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 - April 01, 2000
 DF4766
 DF4766  HISTORY     - Date     Condition        Report By
 DF4766  HISTORY     - 1978     MONUMENTED       MNDT
 DF4766  HISTORY     - 20000401 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2830 ***********************************************************************
 AE2830  DESIGNATION -  2006 A
 AE2830  PID         -  AE2830
 AE2830  STATE/COUNTY-  MN/GOODHUE
 AE2830  USGS QUAD   -  WEST CONCORD (1965)
 AE2830
 AE2830                         *CURRENT SURVEY CONTROL
 AE2830  ___________________________________________________________________
 AE2830* NAD 83(1986)-  44 11 50.     (N)    092 55 27.     (W)     SCALED    
 AE2830* NAVD 88     -       372.021  (meters)    1220.54   (feet)  ADJUSTED  
 AE2830  ___________________________________________________________________
 AE2830  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AE2830  DYNAMIC HT  -         371.957 (meters)    1220.33  (feet)  COMP
 AE2830  MODELED GRAV-     980,437.3   (mgal)                       NAVD 88
 AE2830
 AE2830  VERT ORDER  -  SECOND    CLASS I
 AE2830
 AE2830.The horizontal coordinates were scaled from a topographic map and have
 AE2830.an estimated accuracy of +/- 6 seconds.
 AE2830
 AE2830.The orthometric height was determined by differential leveling
 AE2830.and adjusted by the National Geodetic Survey in December 1997..
 AE2830
 AE2830.The geoid height was determined by GEOID03.
 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     -   233,590.      885,990.      MT  (+/- 180 meters Scaled)
 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: 15TWJ060937(NAD 83)
 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_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 - April 25, 2002
 AE2830
 AE2830  HISTORY     - Date     Condition        Report By
 AE2830  HISTORY     - 1983     MONUMENTED       MNDT
 AE2830  HISTORY     - 20010915 GOOD             USPSQD
 AE2830  HISTORY     - 20020425 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2822 ***********************************************************************
 AE2822  DESIGNATION -  2006 B
 AE2822  PID         -  AE2822
 AE2822  STATE/COUNTY-  MN/DODGE
 AE2822  USGS QUAD   -  WEST CONCORD (1965)
 AE2822
 AE2822                         *CURRENT SURVEY CONTROL
 AE2822  ___________________________________________________________________
 AE2822* NAD 83(1986)-  44 11 12.     (N)    092 54 55.     (W)     SCALED    
 AE2822* NAVD 88     -       361.852  (meters)    1187.18   (feet)  ADJUSTED  
 AE2822  ___________________________________________________________________
 AE2822  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AE2822  DYNAMIC HT  -         361.790 (meters)    1186.97  (feet)  COMP
 AE2822  MODELED GRAV-     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
 AE2822.and adjusted by the National Geodetic Survey in December 1997..
 AE2822
 AE2822.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE2849 ***********************************************************************
 AE2849  DESIGNATION -  2006 C
 AE2849  PID         -  AE2849
 AE2849  STATE/COUNTY-  MN/DODGE
 AE2849  USGS QUAD   -  WEST CONCORD (1965)
 AE2849
 AE2849                         *CURRENT SURVEY CONTROL
 AE2849  ___________________________________________________________________
 AE2849* NAD 83(1996)-  44 10 04.30244(N)    092 54 08.64466(W)     ADJUSTED  
 AE2849* NAVD 88     -       370.437  (meters)    1215.34   (feet)  ADJUSTED  
 AE2849  ___________________________________________________________________
 AE2849  X           -    -232,046.359 (meters)                     COMP
 AE2849  Y           -  -4,576,866.350 (meters)                     COMP
 AE2849  Z           -   4,421,727.389 (meters)                     COMP
 AE2849  LAPLACE CORR-          -9.15  (seconds)                    DEFLEC99
 AE2849  ELLIP HEIGHT-         341.31  (meters)          (04/02/03) GPS OBS
 AE2849  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AE2849  DYNAMIC HT  -         370.371 (meters)    1215.13  (feet)  COMP
 AE2849  MODELED GRAV-     980,430.2   (mgal)                       NAVD 88
 AE2849
 AE2849  HORZ ORDER  -  FIRST
 AE2849  VERT ORDER  -  SECOND    CLASS I
 AE2849  ELLP ORDER  -  THIRD     CLASS II
 AE2849
 AE2849.The horizontal coordinates were established by GPS observations
 AE2849.and adjusted by the MN DEPT OF TRANSP in April 2003..
 AE2849
 AE2849.The orthometric height was determined by differential leveling
 AE2849.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE2849
 AE2849.The ellipsoidal height was determined by GPS observations
 AE2849.and is referenced to NAD 83.
 AE2849
 AE2849.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE2849;SPC MN S     -   230,352.169   887,777.630   MT  0.99993890   +0 46 09.6
 AE2849;UTM  15      - 4,890,521.785   507,802.794   MT  0.99960075   +0 04 04.8
 AE2849
 AE2849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2849!SPC MN S     -   0.99994648  x   0.99993890  =   0.99988539
 AE2849!UTM  15      -   0.99994648  x   0.99960075  =   0.99954726
 AE2849
 AE2849                          SUPERSEDED SURVEY CONTROL
 AE2849
 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: 15TWJ0780390522(NAD 83)
 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 = OCTOBER  6, 2006
 AE2851 ***********************************************************************
 AE2851  DESIGNATION -  2006 C 1
 AE2851  PID         -  AE2851
 AE2851  STATE/COUNTY-  MN/DODGE
 AE2851  USGS QUAD   -  WEST CONCORD (1965)
 AE2851
 AE2851                         *CURRENT SURVEY CONTROL
 AE2851  ___________________________________________________________________
 AE2851* NAD 83(1986)-  44 10 02.     (N)    092 54 09.     (W)     SCALED    
 AE2851* NAVD 88     -       371.250  (meters)    1218.01   (feet)  ADJUSTED  
 AE2851  ___________________________________________________________________
 AE2851  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AE2851  DYNAMIC HT  -         371.184 (meters)    1217.79  (feet)  COMP
 AE2851  MODELED GRAV-     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
 AE2851.and adjusted by the National Geodetic Survey in December 1997..
 AE2851
 AE2851.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE2848 ***********************************************************************
 AE2848  DESIGNATION -  2006 D
 AE2848  PID         -  AE2848
 AE2848  STATE/COUNTY-  MN/DODGE
 AE2848  USGS QUAD   -  WEST CONCORD (1965)
 AE2848
 AE2848                         *CURRENT SURVEY CONTROL
 AE2848  ___________________________________________________________________
 AE2848* NAD 83(1986)-  44 09 36.     (N)    092 53 58.     (W)     SCALED    
 AE2848* NAVD 88     -       373.647  (meters)    1225.87   (feet)  ADJUSTED  
 AE2848  ___________________________________________________________________
 AE2848  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AE2848  DYNAMIC HT  -         373.580 (meters)    1225.65  (feet)  COMP
 AE2848  MODELED GRAV-     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
 AE2848.and adjusted by the National Geodetic Survey in December 1997..
 AE2848
 AE2848.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE2823 ***********************************************************************
 AE2823  DESIGNATION -  2006 E
 AE2823  PID         -  AE2823
 AE2823  STATE/COUNTY-  MN/DODGE
 AE2823  USGS QUAD   -  WEST CONCORD (1965)
 AE2823
 AE2823                         *CURRENT SURVEY CONTROL
 AE2823  ___________________________________________________________________
 AE2823* NAD 83(1986)-  44 09 07.     (N)    092 54 04.     (W)     SCALED    
 AE2823* NAVD 88     -       376.039  (meters)    1233.72   (feet)  ADJUSTED  
 AE2823  ___________________________________________________________________
 AE2823  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AE2823  DYNAMIC HT  -         375.971 (meters)    1233.50  (feet)  COMP
 AE2823  MODELED GRAV-     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
 AE2823.and adjusted by the National Geodetic Survey in December 1997..
 AE2823
 AE2823.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE2840 ***********************************************************************
 AE2840  DESIGNATION -  2006 H
 AE2840  PID         -  AE2840
 AE2840  STATE/COUNTY-  MN/DODGE
 AE2840  USGS QUAD   -  CLAREMONT (1965)
 AE2840
 AE2840                         *CURRENT SURVEY CONTROL
 AE2840  ___________________________________________________________________
 AE2840* NAD 83(1986)-  44 07 27.     (N)    092 53 56.     (W)     SCALED    
 AE2840* NAVD 88     -       383.913  (meters)    1259.55   (feet)  ADJUSTED  
 AE2840  ___________________________________________________________________
 AE2840  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 AE2840  DYNAMIC HT  -         383.842 (meters)    1259.32  (feet)  COMP
 AE2840  MODELED GRAV-     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
 AE2840.and adjusted by the National Geodetic Survey in December 1997..
 AE2840
 AE2840.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE2844 ***********************************************************************
 AE2844  DESIGNATION -  2006 H 1
 AE2844  PID         -  AE2844
 AE2844  STATE/COUNTY-  MN/DODGE
 AE2844  USGS QUAD   -  CLAREMONT (1965)
 AE2844
 AE2844                         *CURRENT SURVEY CONTROL
 AE2844  ___________________________________________________________________
 AE2844* NAD 83(1986)-  44 07 27.     (N)    092 54 08.     (W)     SCALED    
 AE2844* NAVD 88     -       382.125  (meters)    1253.69   (feet)  ADJUSTED  
 AE2844  ___________________________________________________________________
 AE2844  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AE2844  DYNAMIC HT  -         382.055 (meters)    1253.46  (feet)  COMP
 AE2844  MODELED GRAV-     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
 AE2844.and adjusted by the National Geodetic Survey in December 1997..
 AE2844
 AE2844.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE2819 ***********************************************************************
 AE2819  DESIGNATION -  2006 K 1
 AE2819  PID         -  AE2819
 AE2819  STATE/COUNTY-  MN/DODGE
 AE2819  USGS QUAD   -  CLAREMONT (1965)
 AE2819
 AE2819                         *CURRENT SURVEY CONTROL
 AE2819  ___________________________________________________________________
 AE2819* NAD 83(1996)-  44 06 09.09000(N)    092 54 03.88436(W)     ADJUSTED  
 AE2819* NAVD 88     -       386.365  (meters)    1267.60   (feet)  ADJUSTED  
 AE2819  ___________________________________________________________________
 AE2819  X           -    -232,197.188 (meters)                     COMP
 AE2819  Y           -  -4,581,932.364 (meters)                     COMP
 AE2819  Z           -   4,416,527.776 (meters)                     COMP
 AE2819  LAPLACE CORR-          -9.48  (seconds)                    DEFLEC99
 AE2819  ELLIP HEIGHT-         357.23  (meters)          (04/02/03) GPS OBS
 AE2819  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AE2819  DYNAMIC HT  -         386.293 (meters)    1267.36  (feet)  COMP
 AE2819  MODELED GRAV-     980,421.2   (mgal)                       NAVD 88
 AE2819
 AE2819  HORZ ORDER  -  FIRST
 AE2819  VERT ORDER  -  SECOND    CLASS I
 AE2819  ELLP ORDER  -  THIRD     CLASS II
 AE2819
 AE2819.The horizontal coordinates were established by GPS observations
 AE2819.and adjusted by the MN DEPT OF TRANSP in April 2003..
 AE2819
 AE2819.The orthometric height was determined by differential leveling
 AE2819.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE2819
 AE2819.The ellipsoidal height was determined by GPS observations
 AE2819.and is referenced to NAD 83.
 AE2819
 AE2819.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE2819;SPC MN S     -   223,094.774   887,980.963   MT  0.99994614   +0 46 13.0
 AE2819;UTM  15      - 4,883,264.926   507,917.234   MT  0.99960077   +0 04 07.8
 AE2819
 AE2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2819!SPC MN S     -   0.99994399  x   0.99994614  =   0.99989013
 AE2819!UTM  15      -   0.99994399  x   0.99960077  =   0.99954478
 AE2819
 AE2819:                Primary Azimuth Mark                     Grid Az
 AE2819:SPC MN S     -  2006 T                                   005 58 22.6
 AE2819:UTM  15      -  2006 T                                   006 40 27.8
 AE2819
 AE2819|---------------------------------------------------------------------|
 AE2819| PID    Reference Object                     Distance      Geod. Az  |
 AE2819|                                                           dddmmss.s |
 AE2819| AE2821 2006 T                              APPROX. 0.8 KM 0064435.6 |
 AE2819|---------------------------------------------------------------------|
 AE2819
 AE2819                          SUPERSEDED SURVEY CONTROL
 AE2819
 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: 15TWJ0791783265(NAD 83)
 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 = OCTOBER  6, 2006
 AE2818 ***********************************************************************
 AE2818  DESIGNATION -  2006 L 1
 AE2818  PID         -  AE2818
 AE2818  STATE/COUNTY-  MN/DODGE
 AE2818  USGS QUAD   -  CLAREMONT (1965)
 AE2818
 AE2818                         *CURRENT SURVEY CONTROL
 AE2818  ___________________________________________________________________
 AE2818* NAD 83(1986)-  44 05 17.     (N)    092 54 00.     (W)     SCALED    
 AE2818* NAVD 88     -       379.959  (meters)    1246.58   (feet)  ADJUSTED  
 AE2818  ___________________________________________________________________
 AE2818  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 AE2818  DYNAMIC HT  -         379.887 (meters)    1246.35  (feet)  COMP
 AE2818  MODELED GRAV-     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
 AE2818.and adjusted by the National Geodetic Survey in December 1997..
 AE2818
 AE2818.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE2815 ***********************************************************************
 AE2815  DESIGNATION -  2006 M
 AE2815  PID         -  AE2815
 AE2815  STATE/COUNTY-  MN/DODGE
 AE2815  USGS QUAD   -  CLAREMONT (1965)
 AE2815
 AE2815                         *CURRENT SURVEY CONTROL
 AE2815  ___________________________________________________________________
 AE2815* NAD 83(1986)-  44 04 26.     (N)    092 53 57.     (W)     SCALED    
 AE2815* NAVD 88     -       367.081  (meters)    1204.33   (feet)  ADJUSTED  
 AE2815  ___________________________________________________________________
 AE2815  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 AE2815  DYNAMIC HT  -         367.011 (meters)    1204.10  (feet)  COMP
 AE2815  MODELED GRAV-     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
 AE2815.and adjusted by the National Geodetic Survey in December 1997..
 AE2815
 AE2815.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE2814 ***********************************************************************
 AE2814  DESIGNATION -  2006 N 1
 AE2814  PID         -  AE2814
 AE2814  STATE/COUNTY-  MN/DODGE
 AE2814  USGS QUAD   -  CLAREMONT (1965)
 AE2814
 AE2814                         *CURRENT SURVEY CONTROL
 AE2814  ___________________________________________________________________
 AE2814* NAD 83(1986)-  44 03 58.     (N)    092 53 48.     (W)     SCALED    
 AE2814* NAVD 88     -       372.090  (meters)    1220.77   (feet)  ADJUSTED  
 AE2814  ___________________________________________________________________
 AE2814  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 AE2814  DYNAMIC HT  -         372.019 (meters)    1220.53  (feet)  COMP
 AE2814  MODELED GRAV-     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
 AE2814.and adjusted by the National Geodetic Survey in December 1997..
 AE2814
 AE2814.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE2812 ***********************************************************************
 AE2812  DESIGNATION -  2006 P
 AE2812  PID         -  AE2812
 AE2812  STATE/COUNTY-  MN/DODGE
 AE2812  USGS QUAD   -  CLAREMONT (1965)
 AE2812
 AE2812                         *CURRENT SURVEY CONTROL
 AE2812  ___________________________________________________________________
 AE2812* NAD 83(1986)-  44 03 32.     (N)    092 53 55.     (W)     SCALED    
 AE2812* NAVD 88     -       383.967  (meters)    1259.73   (feet)  ADJUSTED  
 AE2812  ___________________________________________________________________
 AE2812  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 AE2812  DYNAMIC HT  -         383.893 (meters)    1259.49  (feet)  COMP
 AE2812  MODELED GRAV-     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
 AE2812.and adjusted by the National Geodetic Survey in December 1997..
 AE2812
 AE2812.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE2850 ***********************************************************************
 AE2850  DESIGNATION -  2006 Q
 AE2850  PID         -  AE2850
 AE2850  STATE/COUNTY-  MN/DODGE
 AE2850  USGS QUAD   -  WEST CONCORD (1965)
 AE2850
 AE2850                         *CURRENT SURVEY CONTROL
 AE2850  ___________________________________________________________________
 AE2850* NAD 83(1986)-  44 10 30.     (N)    092 54 24.     (W)     SCALED    
 AE2850* NAVD 88     -       360.149  (meters)    1181.59   (feet)  ADJUSTED  
 AE2850  ___________________________________________________________________
 AE2850  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AE2850  DYNAMIC HT  -         360.085 (meters)    1181.38  (feet)  COMP
 AE2850  MODELED GRAV-     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
 AE2850.and adjusted by the National Geodetic Survey in December 1997..
 AE2850
 AE2850.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE2843 ***********************************************************************
 AE2843  DESIGNATION -  2006 R
 AE2843  PID         -  AE2843
 AE2843  STATE/COUNTY-  MN/DODGE
 AE2843  USGS QUAD   -  WEST CONCORD (1965)
 AE2843
 AE2843                         *CURRENT SURVEY CONTROL
 AE2843  ___________________________________________________________________
 AE2843* NAD 83(1986)-  44 08 20.     (N)    092 53 56.     (W)     SCALED    
 AE2843* NAVD 88     -       389.730  (meters)    1278.64   (feet)  ADJUSTED  
 AE2843  ___________________________________________________________________
 AE2843  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 AE2843  DYNAMIC HT  -         389.660 (meters)    1278.41  (feet)  COMP
 AE2843  MODELED GRAV-     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
 AE2843.and adjusted by the National Geodetic Survey in December 1997..
 AE2843
 AE2843.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE2846 ***********************************************************************
 AE2846  DESIGNATION -  2006 S
 AE2846  PID         -  AE2846
 AE2846  STATE/COUNTY-  MN/DODGE
 AE2846  USGS QUAD   -  WEST CONCORD (1965)
 AE2846
 AE2846                         *CURRENT SURVEY CONTROL
 AE2846  ___________________________________________________________________
 AE2846* NAD 83(1986)-  44 08 45.     (N)    092 54 13.     (W)     SCALED    
 AE2846* NAVD 88     -       384.821  (meters)    1262.53   (feet)  ADJUSTED  
 AE2846  ___________________________________________________________________
 AE2846  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AE2846  DYNAMIC HT  -         384.752 (meters)    1262.31  (feet)  COMP
 AE2846  MODELED GRAV-     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
 AE2846.and adjusted by the National Geodetic Survey in December 1997..
 AE2846
 AE2846.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE2821 ***********************************************************************
 AE2821  DESIGNATION -  2006 T
 AE2821  PID         -  AE2821
 AE2821  STATE/COUNTY-  MN/DODGE
 AE2821  USGS QUAD   -  CLAREMONT (1965)
 AE2821
 AE2821                         *CURRENT SURVEY CONTROL
 AE2821  ___________________________________________________________________
 AE2821* NAD 83(1996)-  44 06 34.86486(N)    092 53 59.65459(W)     ADJUSTED  
 AE2821* NAVD 88     -       383.675  (meters)    1258.77   (feet)  ADJUSTED  
 AE2821  ___________________________________________________________________
 AE2821  X           -    -232,075.118 (meters)                     COMP
 AE2821  Y           -  -4,581,382.192 (meters)                     COMP
 AE2821  Z           -   4,417,097.185 (meters)                     COMP
 AE2821  LAPLACE CORR-          -9.44  (seconds)                    DEFLEC99
 AE2821  ELLIP HEIGHT-         354.55  (meters)          (04/02/03) GPS OBS
 AE2821  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 AE2821  DYNAMIC HT  -         383.604 (meters)    1258.54  (feet)  COMP
 AE2821  MODELED GRAV-     980,422.0   (mgal)                       NAVD 88
 AE2821
 AE2821  HORZ ORDER  -  FIRST
 AE2821  VERT ORDER  -  SECOND    CLASS I
 AE2821  ELLP ORDER  -  THIRD     CLASS II
 AE2821
 AE2821.The horizontal coordinates were established by GPS observations
 AE2821.and adjusted by the MN DEPT OF TRANSP in April 2003..
 AE2821
 AE2821.The orthometric height was determined by differential leveling
 AE2821.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE2821
 AE2821.The ellipsoidal height was determined by GPS observations
 AE2821.and is referenced to NAD 83.
 AE2821
 AE2821.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE2821;SPC MN S     -   223,891.467   888,064.318   MT  0.99994529   +0 46 15.9
 AE2821;UTM  15      - 4,884,060.264   508,010.305   MT  0.99960079   +0 04 10.8
 AE2821
 AE2821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2821!SPC MN S     -   0.99994441  x   0.99994529  =   0.99988970
 AE2821!UTM  15      -   0.99994441  x   0.99960079  =   0.99954522
 AE2821
 AE2821:                Primary Azimuth Mark                     Grid Az
 AE2821:SPC MN S     -  2006 K 1                                 185 58 22.6
 AE2821:UTM  15      -  2006 K 1                                 186 40 27.7
 AE2821
 AE2821|---------------------------------------------------------------------|
 AE2821| PID    Reference Object                     Distance      Geod. Az  |
 AE2821|                                                           dddmmss.s |
 AE2821| AE2819 2006 K 1                            APPROX. 0.8 KM 1864438.5 |
 AE2821|---------------------------------------------------------------------|
 AE2821
 AE2821                          SUPERSEDED SURVEY CONTROL
 AE2821
 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_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 = OCTOBER  6, 2006
 AE2816 ***********************************************************************
 AE2816  DESIGNATION -  2006 U
 AE2816  PID         -  AE2816
 AE2816  STATE/COUNTY-  MN/DODGE
 AE2816  USGS QUAD   -  CLAREMONT (1965)
 AE2816
 AE2816                         *CURRENT SURVEY CONTROL
 AE2816  ___________________________________________________________________
 AE2816* NAD 83(1986)-  44 04 38.     (N)    092 53 59.     (W)     SCALED    
 AE2816* NAVD 88     -       361.525  (meters)    1186.10   (feet)  ADJUSTED  
 AE2816  ___________________________________________________________________
 AE2816  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 AE2816  DYNAMIC HT  -         361.456 (meters)    1185.88  (feet)  COMP
 AE2816  MODELED GRAV-     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
 AE2816.and adjusted by the National Geodetic Survey in December 1997..
 AE2816
 AE2816.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI4456 ***********************************************************************
 AI4456  DESIGNATION -  2008 A
 AI4456  PID         -  AI4456
 AI4456  STATE/COUNTY-  MN/DODGE
 AI4456  USGS QUAD   -  BLOOMING PRAIRIE (1967)
 AI4456
 AI4456                         *CURRENT SURVEY CONTROL
 AI4456  ___________________________________________________________________
 AI4456* NAD 83(1986)-  43 51 14.     (N)    093 02 27.     (W)     SCALED    
 AI4456* NAVD 88     -       387.150  (meters)    1270.17   (feet)  ADJUSTED  
 AI4456  ___________________________________________________________________
 AI4456  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 AI4456  DYNAMIC HT  -         387.081 (meters)    1269.95  (feet)  COMP
 AI4456  MODELED GRAV-     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
 AI4456.and adjusted by the National Geodetic Survey in December 2004..
 AI4456.No vertical observational check was made to the station.
 AI4456
 AI4456.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN0948 ***********************************************************************
 RN0948  DESIGNATION -  209 CAP
 RN0948  PID         -  RN0948
 RN0948  STATE/COUNTY-  MN/AITKIN
 RN0948  USGS QUAD   -  WAUKENABO (1973)
 RN0948
 RN0948                         *CURRENT SURVEY CONTROL
 RN0948  ___________________________________________________________________
 RN0948* NAD 83(1986)-  46 39 42.     (N)    093 36 42.     (W)     SCALED    
 RN0948* NAVD 88     -       367.65   (+/-2cm)    1206.2    (feet)  VERTCON   
 RN0948  ___________________________________________________________________
 RN0948  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 RN0948
 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.The vertical order pertains to the NGVD 29 superseded value.
 RN0948
 RN0948.The geoid height was determined by GEOID03.
 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  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_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             NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 DF5920 ***********************************************************************
 DF5920  DESIGNATION -  21
 DF5920  PID         -  DF5920
 DF5920  STATE/COUNTY-  MN/PINE
 DF5920  USGS QUAD   -  BROOK PARK (1983)
 DF5920
 DF5920                         *CURRENT SURVEY CONTROL
 DF5920  ___________________________________________________________________
 DF5920* NAD 83(1996)-  45 56 41.09019(N)    093 05 10.16688(W)     ADJUSTED  
 DF5920* NAVD 88     -       316.5    (meters)    1038.     (feet)  GPS OBS   
 DF5920  ___________________________________________________________________
 DF5920  X           -    -239,196.898 (meters)                     COMP
 DF5920  Y           -  -4,436,493.045 (meters)                     COMP
 DF5920  Z           -   4,561,186.800 (meters)                     COMP
 DF5920  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 DF5920  ELLIP HEIGHT-         288.80  (meters)          (05/27/03) GPS OBS
 DF5920  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DF5920
 DF5920  HORZ ORDER  -  FIRST
 DF5920  ELLP ORDER  -  THIRD     CLASS I
 DF5920
 DF5920.The horizontal coordinates were established by GPS observations
 DF5920.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5920
 DF5920.The orthometric height was determined by GPS observations and a
 DF5920.high-resolution geoid model.
 DF5920
 DF5920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5920
 DF5920.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5920
 DF5920.The ellipsoidal height was determined by GPS observations
 DF5920.and is referenced to NAD 83.
 DF5920
 DF5920.The geoid height was determined by GEOID03.
 DF5920
 DF5920;                    North         East     Units Scale Factor Converg.
 DF5920;SPC MN C     -   205,667.927   890,236.574   MT  0.99994508   +0 50 30.9
 DF5920;UTM  15      - 5,087,912.174   493,321.991   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  =   0.99989981
 DF5920!UTM  15      -   0.99995473  x   0.99960055  =   0.99955530
 DF5920
 DF5920                          SUPERSEDED SURVEY CONTROL
 DF5920
 DF5920.No superseded survey control is available for this station.
 DF5920
 DF5920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9332287912(NAD 83)
 DF5920_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5920_STAMPING: NO 21
 DF5920_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5920+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5920
 DF5920  HISTORY     - Date     Condition        Report By
 DF5920  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0235 ***********************************************************************
 QO0235  DESIGNATION -  21 A CAP
 QO0235  PID         -  QO0235
 QO0235  STATE/COUNTY-  MN/PINE
 QO0235  USGS QUAD   -  PINE CITY (1983)
 QO0235
 QO0235                         *CURRENT SURVEY CONTROL
 QO0235  ___________________________________________________________________
 QO0235* NAD 83(1986)-  45 49 43.     (N)    092 58 04.     (W)     SCALED    
 QO0235* NAVD 88     -       289.483  (meters)     949.75   (feet)  ADJUSTED  
 QO0235  ___________________________________________________________________
 QO0235  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 QO0235  DYNAMIC HT  -         289.482 (meters)     949.74  (feet)  COMP
 QO0235  MODELED GRAV-     980,604.9   (mgal)                       NAVD 88
 QO0235
 QO0235  VERT ORDER  -  SECOND    CLASS 0
 QO0235
 QO0235.The horizontal coordinates were scaled from a topographic map and have
 QO0235.an estimated accuracy of +/- 6 seconds.
 QO0235
 QO0235.The orthometric height was determined by differential leveling
 QO0235.and adjusted by the National Geodetic Survey in June 1991..
 QO0235
 QO0235.The geoid height was determined by GEOID03.
 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     -   192,900.      899,620.      MT  (+/- 180 meters Scaled)
 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: 15TWL025750(NAD 83)
 QO0235_MARKER: P = PIPE CAP
 QO0235_SETTING: 0 = UNSPECIFIED SETTING
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0168 ***********************************************************************
 QO0168  DESIGNATION -  21 ADP
 QO0168  PID         -  QO0168
 QO0168  STATE/COUNTY-  MN/CHISAGO
 QO0168  USGS QUAD   -  ST CROIX DALLES (1978)
 QO0168
 QO0168                         *CURRENT SURVEY CONTROL
 QO0168  ___________________________________________________________________
 QO0168* NAD 83(1986)-  45 22 59.     (N)    092 42 29.     (W)     SCALED    
 QO0168* NAVD 88     -       281.646  (meters)     924.03   (feet)  ADJUSTED  
 QO0168  ___________________________________________________________________
 QO0168  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 QO0168  DYNAMIC HT  -         281.651 (meters)     924.05  (feet)  COMP
 QO0168  MODELED GRAV-     980,624.9   (mgal)                       NAVD 88
 QO0168
 QO0168  VERT ORDER  -  SECOND    CLASS I
 QO0168
 QO0168.The horizontal coordinates were scaled from a topographic map and have
 QO0168.an estimated accuracy of +/- 6 seconds.
 QO0168
 QO0168.The orthometric height was determined by differential leveling
 QO0168.and adjusted by the National Geodetic Survey in June 1991..
 QO0168
 QO0168.The geoid height was determined by GEOID03.
 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     -   143,750.      920,760.      MT  (+/- 180 meters Scaled)
 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: 15TWL228255(NAD 83)
 QO0168_MARKER: DD = SURVEY 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1893 ***********************************************************************
 QP1893  DESIGNATION -  21 DRL
 QP1893  PID         -  QP1893
 QP1893  STATE/COUNTY-  MN/DOUGLAS
 QP1893  USGS QUAD   -  LAKE MARY (1966)
 QP1893
 QP1893                         *CURRENT SURVEY CONTROL
 QP1893  ___________________________________________________________________
 QP1893* NAD 83(1986)-  45 51 40.     (N)    095 29 27.     (W)     SCALED    
 QP1893* NAVD 88     -       441.979  (meters)    1450.06   (feet)  ADJUSTED  
 QP1893  ___________________________________________________________________
 QP1893  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 QP1893  DYNAMIC HT  -         441.975 (meters)    1450.05  (feet)  COMP
 QP1893  MODELED GRAV-     980,591.9   (mgal)                       NAVD 88
 QP1893
 QP1893  VERT ORDER  -  SECOND    CLASS I
 QP1893
 QP1893.The horizontal coordinates were scaled from a topographic map and have
 QP1893.an estimated accuracy of +/- 6 seconds.
 QP1893
 QP1893.The orthometric height was determined by differential leveling
 QP1893.and adjusted by the National Geodetic Survey in June 1995..
 QP1893
 QP1893.The geoid height was determined by GEOID03.
 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     -   196,460.      703,650.      MT  (+/- 180 meters Scaled)
 QP1893
 QP1893                          SUPERSEDED SURVEY CONTROL
 QP1893
 QP1893.No superseded survey control is available for this station.
 QP1893
 QP1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL066816(NAD 83)
 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 = OCTOBER  6, 2006
 QP1058 ***********************************************************************
 QP1058  DESIGNATION -  21 ES
 QP1058  PID         -  QP1058
 QP1058  STATE/COUNTY-  MN/SHERBURNE
 QP1058  USGS QUAD   -  CABLE (1993)
 QP1058
 QP1058                         *CURRENT SURVEY CONTROL
 QP1058  ___________________________________________________________________
 QP1058* NAD 83(1996)-  45 31 53.33489(N)    094 00 23.87963(W)     ADJUSTED  
 QP1058* NAVD 88     -       311.     (meters)    1020.     (feet)  SCALED    
 QP1058  ___________________________________________________________________
 QP1058  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 QP1058  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 QP1058
 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.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1058
 QP1058.The geoid height was determined by GEOID03.
 QP1058
 QP1058;                    North         East     Units Scale Factor Converg.
 QP1058;SPC MN S     -   381,294.955   799,481.805   MT  1.00008405   -0 00 16.7
 QP1058;SPC MN C     -   159,102.283   819,010.814   MT  1.00001954   +0 10 33.8
 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 S     -   0.99995550  x   1.00008405  =   1.00003955
 QP1058!SPC MN C     -   0.99995550  x   1.00001954  =   0.99997504
 QP1058!UTM  15      -   0.99995550  x   0.99967596  =   0.99963147
 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: 15TVL2139942487(NAD 83)
 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: CGS   
 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 10, 1991
 QP1058
 QP1058  HISTORY     - Date     Condition        Report By
 QP1058  HISTORY     - 1961     MONUMENTED       USGS
 QP1058  HISTORY     - 19910710 GOOD             MNDT
 QP1058
 QP1058                          STATION DESCRIPTION
 QP1058
 QP1058'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1336 ***********************************************************************
 PP1336  DESIGNATION -  21 RDS
 PP1336  PID         -  PP1336
 PP1336  STATE/COUNTY-  MN/DAKOTA
 PP1336  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1336
 PP1336                         *CURRENT SURVEY CONTROL
 PP1336  ___________________________________________________________________
 PP1336* NAD 83(1986)-  44 49 43.     (N)    093 01 28.     (W)     SCALED    
 PP1336* NAVD 88     -       277.095  (meters)     909.10   (feet)  ADJUSTED  
 PP1336  ___________________________________________________________________
 PP1336  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 PP1336  DYNAMIC HT  -         277.086 (meters)     909.07  (feet)  COMP
 PP1336  MODELED GRAV-     980,574.5   (mgal)                       NAVD 88
 PP1336
 PP1336  VERT ORDER  -  SECOND    CLASS 0
 PP1336
 PP1336.The horizontal coordinates were scaled from a topographic map and have
 PP1336.an estimated accuracy of +/- 6 seconds.
 PP1336
 PP1336.The orthometric height was determined by differential leveling
 PP1336.and adjusted by the National Geodetic Survey in June 1991..
 PP1336
 PP1336.The geoid height was determined by GEOID03.
 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     -   303,640.      877,140.      MT  (+/- 180 meters Scaled)
 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: 15TVK980639(NAD 83)
 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     - 1970     GOOD             MNDT
 PP1336  HISTORY     - 1986     GOOD             USPSQD
 PP1336  HISTORY     - 19881214 GOOD             MNDT
 PP1336
 PP1336                          STATION DESCRIPTION
 PP1336
 PP1336'DESCRIBED 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 = OCTOBER  6, 2006
 QP1840 ***********************************************************************
 QP1840  DESIGNATION -  2101 A
 QP1840  PID         -  QP1840
 QP1840  STATE/COUNTY-  MN/DOUGLAS
 QP1840  USGS QUAD   -  LAKE MARY (1966)
 QP1840
 QP1840                         *CURRENT SURVEY CONTROL
 QP1840  ___________________________________________________________________
 QP1840* NAD 83(1996)-  45 51 35.79875(N)    095 23 58.34429(W)     ADJUSTED  
 QP1840* NAVD 88     -       435.265  (meters)    1428.03   (feet)  ADJUSTED  
 QP1840  ___________________________________________________________________
 QP1840  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 QP1840  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 QP1840  DYNAMIC HT  -         435.261 (meters)    1428.02  (feet)  COMP
 QP1840  MODELED GRAV-     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
 QP1840.and adjusted by the National Geodetic Survey in June 1995..
 QP1840
 QP1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1840
 QP1840.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1840;SPC MN C     -   196,227.369   710,735.474   MT  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_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 = OCTOBER  6, 2006
 QP1881 ***********************************************************************
 QP1881  DESIGNATION -  2101 AA
 QP1881  PID         -  QP1881
 QP1881  STATE/COUNTY-  MN/DOUGLAS
 QP1881  USGS QUAD   -  KENSINGTON (1966)
 QP1881
 QP1881                         *CURRENT SURVEY CONTROL
 QP1881  ___________________________________________________________________
 QP1881* NAD 83(1986)-  45 49 32.     (N)    095 41 49.     (W)     SCALED    
 QP1881* NAVD 88     -       409.319  (meters)    1342.91   (feet)  ADJUSTED  
 QP1881  ___________________________________________________________________
 QP1881  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 QP1881  DYNAMIC HT  -         409.313 (meters)    1342.89  (feet)  COMP
 QP1881  MODELED GRAV-     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
 QP1881.and adjusted by the National Geodetic Survey in June 1995..
 QP1881
 QP1881.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1885 ***********************************************************************
 QP1885  DESIGNATION -  2101 AB
 QP1885  PID         -  QP1885
 QP1885  STATE/COUNTY-  MN/DOUGLAS
 QP1885  USGS QUAD   -  KENSINGTON (1966)
 QP1885
 QP1885                         *CURRENT SURVEY CONTROL
 QP1885  ___________________________________________________________________
 QP1885* NAD 83(1986)-  45 49 58.     (N)    095 44 17.     (W)     SCALED    
 QP1885* NAVD 88     -       401.197  (meters)    1316.26   (feet)  ADJUSTED  
 QP1885  ___________________________________________________________________
 QP1885  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 QP1885  DYNAMIC HT  -         401.191 (meters)    1316.24  (feet)  COMP
 QP1885  MODELED GRAV-     980,589.0   (mgal)                       NAVD 88
 QP1885
 QP1885  VERT ORDER  -  SECOND    CLASS I
 QP1885
 QP1885.The horizontal coordinates were scaled from a topographic map and have
 QP1885.an estimated accuracy of +/- 6 seconds.
 QP1885
 QP1885.The orthometric height was determined by differential leveling
 QP1885.and adjusted by the National Geodetic Survey in June 1995..
 QP1885
 QP1885.The geoid height was determined by GEOID03.
 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.      684,400.      MT  (+/- 180 meters Scaled)
 QP1885
 QP1885                          SUPERSEDED SURVEY CONTROL
 QP1885
 QP1885.No superseded survey control is available for this station.
 QP1885
 QP1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL873791(NAD 83)
 QP1885_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 QP1886 ***********************************************************************
 QP1886  DESIGNATION -  2101 AC
 QP1886  PID         -  QP1886
 QP1886  STATE/COUNTY-  MN/DOUGLAS
 QP1886  USGS QUAD   -  KENSINGTON (1966)
 QP1886
 QP1886                         *CURRENT SURVEY CONTROL
 QP1886  ___________________________________________________________________
 QP1886* NAD 83(1986)-  45 49 58.     (N)    095 44 52.     (W)     SCALED    
 QP1886* NAVD 88     -       395.518  (meters)    1297.63   (feet)  ADJUSTED  
 QP1886  ___________________________________________________________________
 QP1886  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 QP1886  DYNAMIC HT  -         395.512 (meters)    1297.61  (feet)  COMP
 QP1886  MODELED GRAV-     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
 QP1886.and adjusted by the National Geodetic Survey in June 1995..
 QP1886
 QP1886.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 QP1841 ***********************************************************************
 QP1841  DESIGNATION -  2101 B
 QP1841  PID         -  QP1841
 QP1841  STATE/COUNTY-  MN/DOUGLAS
 QP1841  USGS QUAD   -  LAKE MARY (1966)
 QP1841
 QP1841                         *CURRENT SURVEY CONTROL
 QP1841  ___________________________________________________________________
 QP1841* NAD 83(1986)-  45 51 36.     (N)    095 24 48.     (W)     SCALED    
 QP1841* NAVD 88     -       423.898  (meters)    1390.74   (feet)  ADJUSTED  
 QP1841  ___________________________________________________________________
 QP1841  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 QP1841  DYNAMIC HT  -         423.894 (meters)    1390.73  (feet)  COMP
 QP1841  MODELED GRAV-     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
 QP1841.and adjusted by the National Geodetic Survey in June 1995..
 QP1841
 QP1841.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1844 ***********************************************************************
 QP1844  DESIGNATION -  2101 C
 QP1844  PID         -  QP1844
 QP1844  STATE/COUNTY-  MN/DOUGLAS
 QP1844  USGS QUAD   -  LAKE MARY (1966)
 QP1844
 QP1844                         *CURRENT SURVEY CONTROL
 QP1844  ___________________________________________________________________
 QP1844* NAD 83(1986)-  45 51 26.     (N)    095 26 39.     (W)     SCALED    
 QP1844* NAVD 88     -       422.688  (meters)    1386.77   (feet)  ADJUSTED  
 QP1844  ___________________________________________________________________
 QP1844  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 QP1844  DYNAMIC HT  -         422.684 (meters)    1386.76  (feet)  COMP
 QP1844  MODELED GRAV-     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
 QP1844.and adjusted by the National Geodetic Survey in June 1995..
 QP1844
 QP1844.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 QP1845 ***********************************************************************
 QP1845  DESIGNATION -  2101 D
 QP1845  PID         -  QP1845
 QP1845  STATE/COUNTY-  MN/DOUGLAS
 QP1845  USGS QUAD   -  LAKE MARY (1966)
 QP1845
 QP1845                         *CURRENT SURVEY CONTROL
 QP1845  ___________________________________________________________________
 QP1845* NAD 83(1986)-  45 51 13.     (N)    095 27 36.     (W)     SCALED    
 QP1845* NAVD 88     -       431.225  (meters)    1414.78   (feet)  ADJUSTED  
 QP1845  ___________________________________________________________________
 QP1845  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 QP1845  DYNAMIC HT  -         431.221 (meters)    1414.76  (feet)  COMP
 QP1845  MODELED GRAV-     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
 QP1845.and adjusted by the National Geodetic Survey in June 1995..
 QP1845
 QP1845.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1847 ***********************************************************************
 QP1847  DESIGNATION -  2101 E
 QP1847  PID         -  QP1847
 QP1847  STATE/COUNTY-  MN/DOUGLAS
 QP1847  USGS QUAD   -  LAKE MARY (1966)
 QP1847
 QP1847                         *CURRENT SURVEY CONTROL
 QP1847  ___________________________________________________________________
 QP1847* NAD 83(1986)-  45 51 13.     (N)    095 28 15.     (W)     SCALED    
 QP1847* NAVD 88     -       422.339  (meters)    1385.62   (feet)  ADJUSTED  
 QP1847  ___________________________________________________________________
 QP1847  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 QP1847  DYNAMIC HT  -         422.335 (meters)    1385.61  (feet)  COMP
 QP1847  MODELED GRAV-     980,592.0   (mgal)                       NAVD 88
 QP1847
 QP1847  VERT ORDER  -  SECOND    CLASS I
 QP1847
 QP1847.The horizontal coordinates were scaled from a topographic map and have
 QP1847.an estimated accuracy of +/- 6 seconds.
 QP1847
 QP1847.The orthometric height was determined by differential leveling
 QP1847.and adjusted by the National Geodetic Survey in June 1995..
 QP1847
 QP1847.The geoid height was determined by GEOID03.
 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     -   195,610.      705,190.      MT  (+/- 180 meters Scaled)
 QP1847
 QP1847                          SUPERSEDED SURVEY CONTROL
 QP1847
 QP1847.No superseded survey control is available for this station.
 QP1847
 QP1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL081807(NAD 83)
 QP1847_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 QP1849 ***********************************************************************
 QP1849  DESIGNATION -  2101 F
 QP1849  PID         -  QP1849
 QP1849  STATE/COUNTY-  MN/DOUGLAS
 QP1849  USGS QUAD   -  LAKE MARY (1966)
 QP1849
 QP1849                         *CURRENT SURVEY CONTROL
 QP1849  ___________________________________________________________________
 QP1849* NAD 83(1986)-  45 51 12.     (N)    095 28 53.     (W)     SCALED    
 QP1849* NAVD 88     -       421.900  (meters)    1384.18   (feet)  ADJUSTED  
 QP1849  ___________________________________________________________________
 QP1849  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 QP1849  DYNAMIC HT  -         421.895 (meters)    1384.17  (feet)  COMP
 QP1849  MODELED GRAV-     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
 QP1849.and adjusted by the National Geodetic Survey in June 1995..
 QP1849
 QP1849.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1851 ***********************************************************************
 QP1851  DESIGNATION -  2101 G
 QP1851  PID         -  QP1851
 QP1851  STATE/COUNTY-  MN/DOUGLAS
 QP1851  USGS QUAD   -  LAKE MARY (1966)
 QP1851
 QP1851                         *CURRENT SURVEY CONTROL
 QP1851  ___________________________________________________________________
 QP1851* NAD 83(1986)-  45 51 00.     (N)    095 29 31.     (W)     SCALED    
 QP1851* NAVD 88     -       421.288  (meters)    1382.18   (feet)  ADJUSTED  
 QP1851  ___________________________________________________________________
 QP1851  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 QP1851  DYNAMIC HT  -         421.284 (meters)    1382.16  (feet)  COMP
 QP1851  MODELED GRAV-     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
 QP1851.and adjusted by the National Geodetic Survey in June 1995..
 QP1851
 QP1851.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 QP1854 ***********************************************************************
 QP1854  DESIGNATION -  2101 H
 QP1854  PID         -  QP1854
 QP1854  STATE/COUNTY-  MN/DOUGLAS
 QP1854  USGS QUAD   -  FARWELL (1966)
 QP1854
 QP1854                         *CURRENT SURVEY CONTROL
 QP1854  ___________________________________________________________________
 QP1854* NAD 83(1986)-  45 50 48.     (N)    095 30 10.     (W)     SCALED    
 QP1854* NAVD 88     -       437.370  (meters)    1434.94   (feet)  ADJUSTED  
 QP1854  ___________________________________________________________________
 QP1854  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 QP1854  DYNAMIC HT  -         437.364 (meters)    1434.92  (feet)  COMP
 QP1854  MODELED GRAV-     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
 QP1854.and adjusted by the National Geodetic Survey in June 1995..
 QP1854
 QP1854.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1855 ***********************************************************************
 QP1855  DESIGNATION -  2101 J
 QP1855  PID         -  QP1855
 QP1855  STATE/COUNTY-  MN/DOUGLAS
 QP1855  USGS QUAD   -  FARWELL (1966)
 QP1855
 QP1855                         *CURRENT SURVEY CONTROL
 QP1855  ___________________________________________________________________
 QP1855* NAD 83(1986)-  45 50 48.     (N)    095 30 28.     (W)     SCALED    
 QP1855* NAVD 88     -       417.607  (meters)    1370.10   (feet)  ADJUSTED  
 QP1855  ___________________________________________________________________
 QP1855  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 QP1855  DYNAMIC HT  -         417.602 (meters)    1370.08  (feet)  COMP
 QP1855  MODELED GRAV-     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
 QP1855.and adjusted by the National Geodetic Survey in June 1995..
 QP1855
 QP1855.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1857 ***********************************************************************
 QP1857  DESIGNATION -  2101 K
 QP1857  PID         -  QP1857
 QP1857  STATE/COUNTY-  MN/DOUGLAS
 QP1857  USGS QUAD   -  FARWELL (1966)
 QP1857
 QP1857                         *CURRENT SURVEY CONTROL
 QP1857  ___________________________________________________________________
 QP1857* NAD 83(1996)-  45 50 49.24782(N)    095 31 16.70185(W)     ADJUSTED  
 QP1857* NAVD 88     -       428.672  (meters)    1406.40   (feet)  ADJUSTED  
 QP1857  ___________________________________________________________________
 QP1857  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 QP1857  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 QP1857  DYNAMIC HT  -         428.666 (meters)    1406.38  (feet)  COMP
 QP1857  MODELED GRAV-     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
 QP1857.and adjusted by the National Geodetic Survey in June 1995..
 QP1857
 QP1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1857
 QP1857.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1857;SPC MN C     -   194,934.875   701,257.761   MT  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  =   1.00000804
 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: 15TUL0423480141(NAD 83)
 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 = OCTOBER  6, 2006
 QP1858 ***********************************************************************
 QP1858  DESIGNATION -  2101 L
 QP1858  PID         -  QP1858
 QP1858  STATE/COUNTY-  MN/DOUGLAS
 QP1858  USGS QUAD   -  FARWELL (1966)
 QP1858
 QP1858                         *CURRENT SURVEY CONTROL
 QP1858  ___________________________________________________________________
 QP1858* NAD 83(1986)-  45 50 37.     (N)    095 31 49.     (W)     SCALED    
 QP1858* NAVD 88     -       423.952  (meters)    1390.92   (feet)  ADJUSTED  
 QP1858  ___________________________________________________________________
 QP1858  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 QP1858  DYNAMIC HT  -         423.946 (meters)    1390.90  (feet)  COMP
 QP1858  MODELED GRAV-     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
 QP1858.and adjusted by the National Geodetic Survey in June 1995..
 QP1858
 QP1858.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1859 ***********************************************************************
 QP1859  DESIGNATION -  2101 M
 QP1859  PID         -  QP1859
 QP1859  STATE/COUNTY-  MN/DOUGLAS
 QP1859  USGS QUAD   -  FARWELL (1966)
 QP1859
 QP1859                         *CURRENT SURVEY CONTROL
 QP1859  ___________________________________________________________________
 QP1859* NAD 83(1986)-  45 50 18.     (N)    095 32 24.     (W)     SCALED    
 QP1859* NAVD 88     -       428.149  (meters)    1404.69   (feet)  ADJUSTED  
 QP1859  ___________________________________________________________________
 QP1859  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 QP1859  DYNAMIC HT  -         428.142 (meters)    1404.66  (feet)  COMP
 QP1859  MODELED GRAV-     980,586.0   (mgal)                       NAVD 88
 QP1859
 QP1859  VERT ORDER  -  SECOND    CLASS I
 QP1859
 QP1859.The horizontal coordinates were scaled from a topographic map and have
 QP1859.an estimated accuracy of +/- 6 seconds.
 QP1859
 QP1859.The orthometric height was determined by differential leveling
 QP1859.and adjusted by the National Geodetic Survey in June 1995..
 QP1859
 QP1859.The geoid height was determined by GEOID03.
 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     -   193,990.      699,790.      MT  (+/- 180 meters Scaled)
 QP1859
 QP1859                          SUPERSEDED SURVEY CONTROL
 QP1859
 QP1859.No superseded survey control is available for this station.
 QP1859
 QP1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL027792(NAD 83)
 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 = OCTOBER  6, 2006
 QP1860 ***********************************************************************
 QP1860  DESIGNATION -  2101 N
 QP1860  PID         -  QP1860
 QP1860  STATE/COUNTY-  MN/DOUGLAS
 QP1860  USGS QUAD   -  FARWELL (1966)
 QP1860
 QP1860                         *CURRENT SURVEY CONTROL
 QP1860  ___________________________________________________________________
 QP1860* NAD 83(1986)-  45 50 20.     (N)    095 33 07.     (W)     SCALED    
 QP1860* NAVD 88     -       437.451  (meters)    1435.20   (feet)  ADJUSTED  
 QP1860  ___________________________________________________________________
 QP1860  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 QP1860  DYNAMIC HT  -         437.444 (meters)    1435.18  (feet)  COMP
 QP1860  MODELED GRAV-     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
 QP1860.and adjusted by the National Geodetic Survey in June 1995..
 QP1860
 QP1860.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1864 ***********************************************************************
 QP1864  DESIGNATION -  2101 P
 QP1864  PID         -  QP1864
 QP1864  STATE/COUNTY-  MN/DOUGLAS
 QP1864  USGS QUAD   -  FARWELL (1966)
 QP1864
 QP1864                         *CURRENT SURVEY CONTROL
 QP1864  ___________________________________________________________________
 QP1864* NAD 83(1986)-  45 50 18.     (N)    095 34 19.     (W)     SCALED    
 QP1864* NAVD 88     -       437.246  (meters)    1434.53   (feet)  ADJUSTED  
 QP1864  ___________________________________________________________________
 QP1864  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 QP1864  DYNAMIC HT  -         437.238 (meters)    1434.51  (feet)  COMP
 QP1864  MODELED GRAV-     980,583.9   (mgal)                       NAVD 88
 QP1864
 QP1864  VERT ORDER  -  SECOND    CLASS I
 QP1864
 QP1864.The horizontal coordinates were scaled from a topographic map and have
 QP1864.an estimated accuracy of +/- 6 seconds.
 QP1864
 QP1864.The orthometric height was determined by differential leveling
 QP1864.and adjusted by the National Geodetic Survey in June 1995..
 QP1864
 QP1864.The geoid height was determined by GEOID03.
 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     -   194,040.      697,310.      MT  (+/- 180 meters Scaled)
 QP1864
 QP1864                          SUPERSEDED SURVEY CONTROL
 QP1864
 QP1864.No superseded survey control is available for this station.
 QP1864
 QP1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL002793(NAD 83)
 QP1864_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 QP1869 ***********************************************************************
 QP1869  DESIGNATION -  2101 R
 QP1869  PID         -  QP1869
 QP1869  STATE/COUNTY-  MN/DOUGLAS
 QP1869  USGS QUAD   -  FARWELL (1966)
 QP1869
 QP1869                         *CURRENT SURVEY CONTROL
 QP1869  ___________________________________________________________________
 QP1869* NAD 83(1986)-  45 50 15.     (N)    095 35 59.     (W)     SCALED    
 QP1869* NAVD 88     -       423.907  (meters)    1390.77   (feet)  ADJUSTED  
 QP1869  ___________________________________________________________________
 QP1869  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 QP1869  DYNAMIC HT  -         423.899 (meters)    1390.74  (feet)  COMP
 QP1869  MODELED GRAV-     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
 QP1869.and adjusted by the National Geodetic Survey in June 1995..
 QP1869
 QP1869.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1871 ***********************************************************************
 QP1871  DESIGNATION -  2101 T
 QP1871  PID         -  QP1871
 QP1871  STATE/COUNTY-  MN/DOUGLAS
 QP1871  USGS QUAD   -  FARWELL (1966)
 QP1871
 QP1871                         *CURRENT SURVEY CONTROL
 QP1871  ___________________________________________________________________
 QP1871* NAD 83(1986)-  45 49 50.     (N)    095 37 26.     (W)     SCALED    
 QP1871* NAVD 88     -       426.566  (meters)    1399.49   (feet)  ADJUSTED  
 QP1871  ___________________________________________________________________
 QP1871  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 QP1871  DYNAMIC HT  -         426.558 (meters)    1399.47  (feet)  COMP
 QP1871  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 QP1871
 QP1871  VERT ORDER  -  SECOND    CLASS I
 QP1871
 QP1871.The horizontal coordinates were scaled from a topographic map and have
 QP1871.an estimated accuracy of +/- 6 seconds.
 QP1871
 QP1871.The orthometric height was determined by differential leveling
 QP1871.and adjusted by the National Geodetic Survey in June 1995..
 QP1871
 QP1871.The geoid height was determined by GEOID03.
 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     -   193,240.      693,260.      MT  (+/- 180 meters Scaled)
 QP1871
 QP1871                          SUPERSEDED SURVEY CONTROL
 QP1871
 QP1871.No superseded survey control is available for this station.
 QP1871
 QP1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL962785(NAD 83)
 QP1871_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 QP1872 ***********************************************************************
 QP1872  DESIGNATION -  2101 U
 QP1872  PID         -  QP1872
 QP1872  STATE/COUNTY-  MN/DOUGLAS
 QP1872  USGS QUAD   -  KENSINGTON (1966)
 QP1872
 QP1872                         *CURRENT SURVEY CONTROL
 QP1872  ___________________________________________________________________
 QP1872* NAD 83(1986)-  45 49 31.     (N)    095 38 02.     (W)     SCALED    
 QP1872* NAVD 88     -       429.056  (meters)    1407.66   (feet)  ADJUSTED  
 QP1872  ___________________________________________________________________
 QP1872  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 QP1872  DYNAMIC HT  -         429.048 (meters)    1407.63  (feet)  COMP
 QP1872  MODELED GRAV-     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
 QP1872.and adjusted by the National Geodetic Survey in June 1995..
 QP1872
 QP1872.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1875 ***********************************************************************
 QP1875  DESIGNATION -  2101 V
 QP1875  PID         -  QP1875
 QP1875  STATE/COUNTY-  MN/DOUGLAS
 QP1875  USGS QUAD   -  KENSINGTON (1966)
 QP1875
 QP1875                         *CURRENT SURVEY CONTROL
 QP1875  ___________________________________________________________________
 QP1875* NAD 83(1996)-  45 49 31.02949(N)    095 38 39.37210(W)     ADJUSTED  
 QP1875* NAVD 88     -       425.252  (meters)    1395.18   (feet)  ADJUSTED  
 QP1875  ___________________________________________________________________
 QP1875  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 QP1875  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 QP1875  DYNAMIC HT  -         425.244 (meters)    1395.15  (feet)  COMP
 QP1875  MODELED GRAV-     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.No horizontal observational check was made to the station.
 QP1875
 QP1875.The orthometric height was determined by differential leveling
 QP1875.and adjusted by the National Geodetic Survey in June 1995..
 QP1875
 QP1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1875
 QP1875.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1875;SPC MN C     -   192,681.105   691,665.596   MT  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     -   0.99993741  x   0.99996133  =   0.99989875
 QP1875!UTM  15      -   0.99993741  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: 15TTL9460778036(NAD 83)
 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 = OCTOBER  6, 2006
 QP1876 ***********************************************************************
 QP1876  DESIGNATION -  2101 W
 QP1876  PID         -  QP1876
 QP1876  STATE/COUNTY-  MN/DOUGLAS
 QP1876  USGS QUAD   -  KENSINGTON (1966)
 QP1876
 QP1876                         *CURRENT SURVEY CONTROL
 QP1876  ___________________________________________________________________
 QP1876* NAD 83(1986)-  45 49 28.     (N)    095 39 19.     (W)     SCALED    
 QP1876* NAVD 88     -       421.671  (meters)    1383.43   (feet)  ADJUSTED  
 QP1876  ___________________________________________________________________
 QP1876  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 QP1876  DYNAMIC HT  -         421.664 (meters)    1383.41  (feet)  COMP
 QP1876  MODELED GRAV-     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
 QP1876.and adjusted by the National Geodetic Survey in June 1995..
 QP1876
 QP1876.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1877 ***********************************************************************
 QP1877  DESIGNATION -  2101 X
 QP1877  PID         -  QP1877
 QP1877  STATE/COUNTY-  MN/DOUGLAS
 QP1877  USGS QUAD   -  KENSINGTON (1966)
 QP1877
 QP1877                         *CURRENT SURVEY CONTROL
 QP1877  ___________________________________________________________________
 QP1877* NAD 83(1986)-  45 49 32.     (N)    095 40 14.     (W)     SCALED    
 QP1877* NAVD 88     -       421.711  (meters)    1383.56   (feet)  ADJUSTED  
 QP1877  ___________________________________________________________________
 QP1877  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 QP1877  DYNAMIC HT  -         421.704 (meters)    1383.54  (feet)  COMP
 QP1877  MODELED GRAV-     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
 QP1877.and adjusted by the National Geodetic Survey in June 1995..
 QP1877
 QP1877.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 QP1878 ***********************************************************************
 QP1878  DESIGNATION -  2101 Y
 QP1878  PID         -  QP1878
 QP1878  STATE/COUNTY-  MN/DOUGLAS
 QP1878  USGS QUAD   -  KENSINGTON (1966)
 QP1878
 QP1878                         *CURRENT SURVEY CONTROL
 QP1878  ___________________________________________________________________
 QP1878* NAD 83(1986)-  45 49 30.     (N)    095 40 57.     (W)     SCALED    
 QP1878* NAVD 88     -       423.267  (meters)    1388.67   (feet)  ADJUSTED  
 QP1878  ___________________________________________________________________
 QP1878  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 QP1878  DYNAMIC HT  -         423.260 (meters)    1388.65  (feet)  COMP
 QP1878  MODELED GRAV-     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
 QP1878.and adjusted by the National Geodetic Survey in June 1995..
 QP1878
 QP1878.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1882 ***********************************************************************
 QP1882  DESIGNATION -  2101 Z
 QP1882  PID         -  QP1882
 QP1882  STATE/COUNTY-  MN/DOUGLAS
 QP1882  USGS QUAD   -  KENSINGTON (1966)
 QP1882
 QP1882                         *CURRENT SURVEY CONTROL
 QP1882  ___________________________________________________________________
 QP1882* NAD 83(1996)-  45 49 30.61961(N)    095 42 33.20548(W)     ADJUSTED  
 QP1882* NAVD 88     -       410.767  (meters)    1347.66   (feet)  ADJUSTED  
 QP1882  ___________________________________________________________________
 QP1882  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 QP1882  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 QP1882  DYNAMIC HT  -         410.761 (meters)    1347.64  (feet)  COMP
 QP1882  MODELED GRAV-     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.No horizontal observational check was made to the station.
 QP1882
 QP1882.The orthometric height was determined by differential leveling
 QP1882.and adjusted by the National Geodetic Survey in June 1995..
 QP1882
 QP1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1882
 QP1882.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1882;SPC MN C     -   192,759.364   686,619.035   MT  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: 15TTL8956178193(NAD 83)
 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 = OCTOBER  6, 2006
 QP1839 ***********************************************************************
 QP1839  DESIGNATION -  2102 E
 QP1839  PID         -  QP1839
 QP1839  STATE/COUNTY-  MN/DOUGLAS
 QP1839  USGS QUAD   -  LAKE MARY (1966)
 QP1839
 QP1839                         *CURRENT SURVEY CONTROL
 QP1839  ___________________________________________________________________
 QP1839* NAD 83(1986)-  45 51 37.     (N)    095 23 08.     (W)     SCALED    
 QP1839* NAVD 88     -       431.385  (meters)    1415.30   (feet)  ADJUSTED  
 QP1839  ___________________________________________________________________
 QP1839  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 QP1839  DYNAMIC HT  -         431.381 (meters)    1415.29  (feet)  COMP
 QP1839  MODELED GRAV-     980,593.1   (mgal)                       NAVD 88
 QP1839
 QP1839  VERT ORDER  -  SECOND    CLASS I
 QP1839
 QP1839.The horizontal coordinates were scaled from a topographic map and have
 QP1839.an estimated accuracy of +/- 6 seconds.
 QP1839
 QP1839.The orthometric height was determined by differential leveling
 QP1839.and adjusted by the National Geodetic Survey in June 1995..
 QP1839
 QP1839.The geoid height was determined by GEOID03.
 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     -   196,250.      711,820.      MT  (+/- 180 meters Scaled)
 QP1839
 QP1839                          SUPERSEDED SURVEY CONTROL
 QP1839
 QP1839.No superseded survey control is available for this station.
 QP1839
 QP1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL148812(NAD 83)
 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 = OCTOBER  6, 2006
 AJ8334 ***********************************************************************
 AJ8334  DESIGNATION -  2102 F
 AJ8334  PID         -  AJ8334
 AJ8334  STATE/COUNTY-  MN/DOUGLAS
 AJ8334  USGS QUAD   -  ALEXANDRIA WEST (1994)
 AJ8334
 AJ8334                         *CURRENT SURVEY CONTROL
 AJ8334  ___________________________________________________________________
 AJ8334* NAD 83(1986)-  45 52 30.     (N)    095 22 37.     (W)     SCALED    
 AJ8334* NAVD 88     -       432.421  (meters)    1418.70   (feet)  ADJUSTED  
 AJ8334  ___________________________________________________________________
 AJ8334  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 AJ8334  DYNAMIC HT  -         432.418 (meters)    1418.69  (feet)  COMP
 AJ8334  MODELED GRAV-     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
 AJ8334.and adjusted by the National Geodetic Survey in June 2004..
 AJ8334
 AJ8334.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1838 ***********************************************************************
 QP1838  DESIGNATION -  2102 G
 QP1838  PID         -  QP1838
 QP1838  STATE/COUNTY-  MN/DOUGLAS
 QP1838  USGS QUAD   -  LAKE MARY (1966)
 QP1838
 QP1838                         *CURRENT SURVEY CONTROL
 QP1838  ___________________________________________________________________
 QP1838* NAD 83(1986)-  45 51 03.     (N)    095 23 19.     (W)     SCALED    
 QP1838* NAVD 88     -       430.598  (meters)    1412.72   (feet)  ADJUSTED  
 QP1838  ___________________________________________________________________
 QP1838  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 QP1838  DYNAMIC HT  -         430.594 (meters)    1412.71  (feet)  COMP
 QP1838  MODELED GRAV-     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
 QP1838.and adjusted by the National Geodetic Survey in June 1995..
 QP1838
 QP1838.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AJ8335 ***********************************************************************
 AJ8335  DESIGNATION -  2103 A
 AJ8335  PID         -  AJ8335
 AJ8335  STATE/COUNTY-  MN/DOUGLAS
 AJ8335  USGS QUAD   -  ALEXANDRIA EAST (1994)
 AJ8335
 AJ8335                         *CURRENT SURVEY CONTROL
 AJ8335  ___________________________________________________________________
 AJ8335* NAD 83(1986)-  45 53 26.     (N)    095 22 00.     (W)     SCALED    
 AJ8335* NAVD 88     -       432.120  (meters)    1417.71   (feet)  ADJUSTED  
 AJ8335  ___________________________________________________________________
 AJ8335  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AJ8335  DYNAMIC HT  -         432.118 (meters)    1417.71  (feet)  COMP
 AJ8335  MODELED GRAV-     980,595.6   (mgal)                       NAVD 88
 AJ8335
 AJ8335  VERT ORDER  -  SECOND    CLASS I
 AJ8335
 AJ8335.The horizontal coordinates were scaled from a topographic map and have
 AJ8335.an estimated accuracy of +/- 6 seconds.
 AJ8335
 AJ8335.The orthometric height was determined by differential leveling
 AJ8335.and adjusted by the National Geodetic Survey in June 2004..
 AJ8335
 AJ8335.The geoid height was determined by GEOID03.
 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     -   199,590.      713,340.      MT  (+/- 180 meters Scaled)
 AJ8335
 AJ8335                          SUPERSEDED SURVEY CONTROL
 AJ8335
 AJ8335.No superseded survey control is available for this station.
 AJ8335
 AJ8335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL163846(NAD 83)
 AJ8335_MARKER: DD = SURVEY DISK
 AJ8335_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ8335_STAMPING: 2103 A 1996
 AJ8335_MARK LOGO: MNDT  
 AJ8335_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8335_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8335+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 AJ8335_ROD/PIPE-DEPTH:  2.9 meters
 AJ8335
 AJ8335  HISTORY     - Date     Condition        Report By
 AJ8335  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8335  HISTORY     - 20060807 GOOD             USPSQD
 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 (2006)
 AJ8335
 AJ8335'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHO)
 AJ8335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8336 ***********************************************************************
 AJ8336  DESIGNATION -  2106 A
 AJ8336  PID         -  AJ8336
 AJ8336  STATE/COUNTY-  MN/DOUGLAS
 AJ8336  USGS QUAD   -  ALEXANDRIA EAST (1994)
 AJ8336
 AJ8336                         *CURRENT SURVEY CONTROL
 AJ8336  ___________________________________________________________________
 AJ8336* NAD 83(1986)-  45 53 13.     (N)    095 20 54.     (W)     SCALED    
 AJ8336* NAVD 88     -       433.334  (meters)    1421.70   (feet)  ADJUSTED  
 AJ8336  ___________________________________________________________________
 AJ8336  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AJ8336  DYNAMIC HT  -         433.332 (meters)    1421.69  (feet)  COMP
 AJ8336  MODELED GRAV-     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
 AJ8336.and adjusted by the National Geodetic Survey in June 2004..
 AJ8336
 AJ8336.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AJ8337 ***********************************************************************
 AJ8337  DESIGNATION -  2106 C
 AJ8337  PID         -  AJ8337
 AJ8337  STATE/COUNTY-  MN/DOUGLAS
 AJ8337  USGS QUAD   -  ALEXANDRIA EAST (1994)
 AJ8337
 AJ8337                         *CURRENT SURVEY CONTROL
 AJ8337  ___________________________________________________________________
 AJ8337* NAD 83(1986)-  45 53 09.     (N)    095 20 35.     (W)     SCALED    
 AJ8337* NAVD 88     -       431.094  (meters)    1414.35   (feet)  ADJUSTED  
 AJ8337  ___________________________________________________________________
 AJ8337  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 AJ8337  DYNAMIC HT  -         431.091 (meters)    1414.34  (feet)  COMP
 AJ8337  MODELED GRAV-     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
 AJ8337.and adjusted by the National Geodetic Survey in June 2004..
 AJ8337
 AJ8337.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AJ8338 ***********************************************************************
 AJ8338  DESIGNATION -  2106 D
 AJ8338  PID         -  AJ8338
 AJ8338  STATE/COUNTY-  MN/DOUGLAS
 AJ8338  USGS QUAD   -  ALEXANDRIA EAST (1994)
 AJ8338
 AJ8338                         *CURRENT SURVEY CONTROL
 AJ8338  ___________________________________________________________________
 AJ8338* NAD 83(1986)-  45 53 12.     (N)    095 19 30.     (W)     SCALED    
 AJ8338* NAVD 88     -       418.065  (meters)    1371.60   (feet)  ADJUSTED  
 AJ8338  ___________________________________________________________________
 AJ8338  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 AJ8338  DYNAMIC HT  -         418.063 (meters)    1371.60  (feet)  COMP
 AJ8338  MODELED GRAV-     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
 AJ8338.and adjusted by the National Geodetic Survey in June 2004..
 AJ8338
 AJ8338.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AJ8339 ***********************************************************************
 AJ8339  DESIGNATION -  2106 E
 AJ8339  PID         -  AJ8339
 AJ8339  STATE/COUNTY-  MN/DOUGLAS
 AJ8339  USGS QUAD   -  ALEXANDRIA EAST (1994)
 AJ8339
 AJ8339                         *CURRENT SURVEY CONTROL
 AJ8339  ___________________________________________________________________
 AJ8339* NAD 83(1986)-  45 53 10.     (N)    095 17 42.     (W)     SCALED    
 AJ8339* NAVD 88     -       433.378  (meters)    1421.84   (feet)  ADJUSTED  
 AJ8339  ___________________________________________________________________
 AJ8339  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AJ8339  DYNAMIC HT  -         433.375 (meters)    1421.83  (feet)  COMP
 AJ8339  MODELED GRAV-     980,596.4   (mgal)                       NAVD 88
 AJ8339
 AJ8339  VERT ORDER  -  SECOND    CLASS I
 AJ8339
 AJ8339.The horizontal coordinates were scaled from a topographic map and have
 AJ8339.an estimated accuracy of +/- 6 seconds.
 AJ8339
 AJ8339.The orthometric height was determined by differential leveling
 AJ8339.and adjusted by the National Geodetic Survey in June 2004..
 AJ8339
 AJ8339.The geoid height was determined by GEOID03.
 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     -   199,020.      718,890.      MT  (+/- 180 meters Scaled)
 AJ8339
 AJ8339                          SUPERSEDED SURVEY CONTROL
 AJ8339
 AJ8339.No superseded survey control is available for this station.
 AJ8339
 AJ8339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL219839(NAD 83)
 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 = OCTOBER  6, 2006
 AJ8340 ***********************************************************************
 AJ8340  DESIGNATION -  2106 F
 AJ8340  PID         -  AJ8340
 AJ8340  STATE/COUNTY-  MN/DOUGLAS
 AJ8340  USGS QUAD   -  ALEXANDRIA EAST (1994)
 AJ8340
 AJ8340                         *CURRENT SURVEY CONTROL
 AJ8340  ___________________________________________________________________
 AJ8340* NAD 83(1986)-  45 53 03.     (N)    095 17 00.     (W)     SCALED    
 AJ8340* NAVD 88     -       427.515  (meters)    1402.61   (feet)  ADJUSTED  
 AJ8340  ___________________________________________________________________
 AJ8340  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AJ8340  DYNAMIC HT  -         427.512 (meters)    1402.60  (feet)  COMP
 AJ8340  MODELED GRAV-     980,596.2   (mgal)                       NAVD 88
 AJ8340
 AJ8340  VERT ORDER  -  SECOND    CLASS I
 AJ8340
 AJ8340.The horizontal coordinates were scaled from a topographic map and have
 AJ8340.an estimated accuracy of +/- 6 seconds.
 AJ8340
 AJ8340.The orthometric height was determined by differential leveling
 AJ8340.and adjusted by the National Geodetic Survey in June 2004..
 AJ8340
 AJ8340.The geoid height was determined by GEOID03.
 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     -   198,800.      719,790.      MT  (+/- 180 meters Scaled)
 AJ8340
 AJ8340                          SUPERSEDED SURVEY CONTROL
 AJ8340
 AJ8340.No superseded survey control is available for this station.
 AJ8340
 AJ8340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL228837(NAD 83)
 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 = OCTOBER  6, 2006
 AJ8342 ***********************************************************************
 AJ8342  DESIGNATION -  2106 G
 AJ8342  PID         -  AJ8342
 AJ8342  STATE/COUNTY-  MN/DOUGLAS
 AJ8342  USGS QUAD   -  OSAKIS (1977)
 AJ8342
 AJ8342                         *CURRENT SURVEY CONTROL
 AJ8342  ___________________________________________________________________
 AJ8342* NAD 83(1986)-  45 52 29.     (N)    095 14 46.     (W)     SCALED    
 AJ8342* NAVD 88     -       414.239  (meters)    1359.05   (feet)  ADJUSTED  
 AJ8342  ___________________________________________________________________
 AJ8342  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AJ8342  DYNAMIC HT  -         414.236 (meters)    1359.04  (feet)  COMP
 AJ8342  MODELED GRAV-     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
 AJ8342.and adjusted by the National Geodetic Survey in June 2004..
 AJ8342
 AJ8342.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AJ8343 ***********************************************************************
 AJ8343  DESIGNATION -  2106 H
 AJ8343  PID         -  AJ8343
 AJ8343  STATE/COUNTY-  MN/DOUGLAS
 AJ8343  USGS QUAD   -  OSAKIS (1977)
 AJ8343
 AJ8343                         *CURRENT SURVEY CONTROL
 AJ8343  ___________________________________________________________________
 AJ8343* NAD 83(1986)-  45 52 15.     (N)    095 13 59.     (W)     SCALED    
 AJ8343* NAVD 88     -       411.328  (meters)    1349.50   (feet)  ADJUSTED  
 AJ8343  ___________________________________________________________________
 AJ8343  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AJ8343  DYNAMIC HT  -         411.325 (meters)    1349.49  (feet)  COMP
 AJ8343  MODELED GRAV-     980,594.1   (mgal)                       NAVD 88
 AJ8343
 AJ8343  VERT ORDER  -  SECOND    CLASS I
 AJ8343
 AJ8343.The horizontal coordinates were scaled from a topographic map and have
 AJ8343.an estimated accuracy of +/- 6 seconds.
 AJ8343
 AJ8343.The orthometric height was determined by differential leveling
 AJ8343.and adjusted by the National Geodetic Survey in June 2004..
 AJ8343
 AJ8343.The geoid height was determined by GEOID03.
 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     -   197,260.      723,680.      MT  (+/- 180 meters Scaled)
 AJ8343
 AJ8343                          SUPERSEDED SURVEY CONTROL
 AJ8343
 AJ8343.No superseded survey control is available for this station.
 AJ8343
 AJ8343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL266821(NAD 83)
 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 = OCTOBER  6, 2006
 AJ8345 ***********************************************************************
 AJ8345  DESIGNATION -  2106 J
 AJ8345  PID         -  AJ8345
 AJ8345  STATE/COUNTY-  MN/DOUGLAS
 AJ8345  USGS QUAD   -  OSAKIS (1977)
 AJ8345
 AJ8345                         *CURRENT SURVEY CONTROL
 AJ8345  ___________________________________________________________________
 AJ8345* NAD 83(1986)-  45 52 02.     (N)    095 12 46.     (W)     SCALED    
 AJ8345* NAVD 88     -       417.738  (meters)    1370.53   (feet)  ADJUSTED  
 AJ8345  ___________________________________________________________________
 AJ8345  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AJ8345  DYNAMIC HT  -         417.734 (meters)    1370.52  (feet)  COMP
 AJ8345  MODELED GRAV-     980,593.0   (mgal)                       NAVD 88
 AJ8345
 AJ8345  VERT ORDER  -  SECOND    CLASS I
 AJ8345
 AJ8345.The horizontal coordinates were scaled from a topographic map and have
 AJ8345.an estimated accuracy of +/- 6 seconds.
 AJ8345
 AJ8345.The orthometric height was determined by differential leveling
 AJ8345.and adjusted by the National Geodetic Survey in June 2004..
 AJ8345
 AJ8345.The geoid height was determined by GEOID03.
 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     -   196,840.      725,250.      MT  (+/- 180 meters Scaled)
 AJ8345
 AJ8345                          SUPERSEDED SURVEY CONTROL
 AJ8345
 AJ8345.No superseded survey control is available for this station.
 AJ8345
 AJ8345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL282816(NAD 83)
 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 - 1996
 AJ8345_ROD/PIPE-DEPTH:  9.1 meters
 AJ8345
 AJ8345  HISTORY     - Date     Condition        Report By
 AJ8345  HISTORY     - 1996     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8346 ***********************************************************************
 AJ8346  DESIGNATION -  2106 K
 AJ8346  PID         -  AJ8346
 AJ8346  STATE/COUNTY-  MN/DOUGLAS
 AJ8346  USGS QUAD   -  OSAKIS (1977)
 AJ8346
 AJ8346                         *CURRENT SURVEY CONTROL
 AJ8346  ___________________________________________________________________
 AJ8346* NAD 83(1986)-  45 52 01.     (N)    095 11 47.     (W)     SCALED    
 AJ8346* NAVD 88     -       425.549  (meters)    1396.16   (feet)  ADJUSTED  
 AJ8346  ___________________________________________________________________
 AJ8346  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AJ8346  DYNAMIC HT  -         425.545 (meters)    1396.14  (feet)  COMP
 AJ8346  MODELED GRAV-     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
 AJ8346.and adjusted by the National Geodetic Survey in June 2004..
 AJ8346
 AJ8346.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AJ8347 ***********************************************************************
 AJ8347  DESIGNATION -  2106 L
 AJ8347  PID         -  AJ8347
 AJ8347  STATE/COUNTY-  MN/DOUGLAS
 AJ8347  USGS QUAD   -  OSAKIS (1977)
 AJ8347
 AJ8347                         *CURRENT SURVEY CONTROL
 AJ8347  ___________________________________________________________________
 AJ8347* NAD 83(1986)-  45 52 04.     (N)    095 10 52.     (W)     SCALED    
 AJ8347* NAVD 88     -       425.081  (meters)    1394.62   (feet)  ADJUSTED  
 AJ8347  ___________________________________________________________________
 AJ8347  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AJ8347  DYNAMIC HT  -         425.076 (meters)    1394.60  (feet)  COMP
 AJ8347  MODELED GRAV-     980,591.5   (mgal)                       NAVD 88
 AJ8347
 AJ8347  VERT ORDER  -  SECOND    CLASS I
 AJ8347
 AJ8347.The horizontal coordinates were scaled from a topographic map and have
 AJ8347.an estimated accuracy of +/- 6 seconds.
 AJ8347
 AJ8347.The orthometric height was determined by differential leveling
 AJ8347.and adjusted by the National Geodetic Survey in June 2004..
 AJ8347
 AJ8347.The geoid height was determined by GEOID03.
 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     -   196,880.      727,710.      MT  (+/- 180 meters Scaled)
 AJ8347
 AJ8347                          SUPERSEDED SURVEY CONTROL
 AJ8347
 AJ8347.No superseded survey control is available for this station.
 AJ8347
 AJ8347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL307816(NAD 83)
 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 - 1996
 AJ8347_ROD/PIPE-DEPTH:  7.6 meters
 AJ8347
 AJ8347  HISTORY     - Date     Condition        Report By
 AJ8347  HISTORY     - 1996     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8348 ***********************************************************************
 AJ8348  DESIGNATION -  2106 M
 AJ8348  PID         -  AJ8348
 AJ8348  STATE/COUNTY-  MN/DOUGLAS
 AJ8348  USGS QUAD   -  OSAKIS (1977)
 AJ8348
 AJ8348                         *CURRENT SURVEY CONTROL
 AJ8348  ___________________________________________________________________
 AJ8348* NAD 83(1986)-  45 52 05.     (N)    095 09 44.     (W)     SCALED    
 AJ8348* NAVD 88     -       410.746  (meters)    1347.59   (feet)  ADJUSTED  
 AJ8348  ___________________________________________________________________
 AJ8348  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AJ8348  DYNAMIC HT  -         410.741 (meters)    1347.57  (feet)  COMP
 AJ8348  MODELED GRAV-     980,590.3   (mgal)                       NAVD 88
 AJ8348
 AJ8348  VERT ORDER  -  SECOND    CLASS I
 AJ8348
 AJ8348.The horizontal coordinates were scaled from a topographic map and have
 AJ8348.an estimated accuracy of +/- 6 seconds.
 AJ8348
 AJ8348.The orthometric height was determined by differential leveling
 AJ8348.and adjusted by the National Geodetic Survey in June 2004..
 AJ8348
 AJ8348.The geoid height was determined by GEOID03.
 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     -   196,890.      729,170.      MT  (+/- 180 meters Scaled)
 AJ8348
 AJ8348                          SUPERSEDED SURVEY CONTROL
 AJ8348
 AJ8348.No superseded survey control is available for this station.
 AJ8348
 AJ8348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL321816(NAD 83)
 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 - 1996
 AJ8348_ROD/PIPE-DEPTH: 10.7 meters
 AJ8348
 AJ8348  HISTORY     - Date     Condition        Report By
 AJ8348  HISTORY     - 1996     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8349 ***********************************************************************
 AJ8349  DESIGNATION -  2106 N
 AJ8349  PID         -  AJ8349
 AJ8349  STATE/COUNTY-  MN/DOUGLAS
 AJ8349  USGS QUAD   -  OSAKIS (1977)
 AJ8349
 AJ8349                         *CURRENT SURVEY CONTROL
 AJ8349  ___________________________________________________________________
 AJ8349* NAD 83(1996)-  45 51 51.20937(N)    095 08 26.84226(W)     ADJUSTED  
 AJ8349* NAVD 88     -       406.551  (meters)    1333.83   (feet)  ADJUSTED  
 AJ8349  ___________________________________________________________________
 AJ8349  X           -    -398,683.761 (meters)                     COMP
 AJ8349  Y           -  -4,431,530.638 (meters)                     COMP
 AJ8349  Z           -   4,555,024.238 (meters)                     COMP
 AJ8349  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 AJ8349  ELLIP HEIGHT-         380.28  (meters)          (05/07/04) GPS OBS
 AJ8349  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AJ8349  DYNAMIC HT  -         406.546 (meters)    1333.81  (feet)  COMP
 AJ8349  MODELED GRAV-     980,588.6   (mgal)                       NAVD 88
 AJ8349
 AJ8349  HORZ ORDER  -  FIRST
 AJ8349  VERT ORDER  -  SECOND    CLASS I
 AJ8349  ELLP ORDER  -  FOURTH    CLASS I
 AJ8349
 AJ8349.The horizontal coordinates were established by GPS observations
 AJ8349.and adjusted by the MN DEPT OF TRANSP in May 2004..
 AJ8349
 AJ8349.The orthometric height was determined by differential leveling
 AJ8349.and adjusted by the National Geodetic Survey in June 2004..
 AJ8349
 AJ8349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8349
 AJ8349.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8349
 AJ8349.The ellipsoidal height was determined by GPS observations
 AJ8349.and is referenced to NAD 83.
 AJ8349
 AJ8349.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8349;SPC MN C     -   196,444.319   730,832.452   MT  0.99995556   -0 38 39.8
 AJ8349;UTM  15      - 5,081,190.617   333,829.838   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  =   0.99987986
 AJ8349
 AJ8349                          SUPERSEDED SURVEY CONTROL
 AJ8349
 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: 15TUL3383081191(NAD 83)
 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: PROJECTING 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 - 2003
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1789 ***********************************************************************
 QP1789  DESIGNATION -  2107 A
 QP1789  PID         -  QP1789
 QP1789  STATE/COUNTY-  MN/DOUGLAS
 QP1789  USGS QUAD   -  KENSINGTON (1966)
 QP1789
 QP1789                         *CURRENT SURVEY CONTROL
 QP1789  ___________________________________________________________________
 QP1789* NAD 83(1986)-  45 45 53.     (N)    095 39 23.     (W)     SCALED    
 QP1789* NAVD 88     -       406.408  (meters)    1333.36   (feet)  ADJUSTED  
 QP1789  ___________________________________________________________________
 QP1789  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 QP1789  DYNAMIC HT  -         406.400 (meters)    1333.33  (feet)  COMP
 QP1789  MODELED GRAV-     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
 QP1789.and adjusted by the National Geodetic Survey in June 1995..
 QP1789
 QP1789.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1790 ***********************************************************************
 QP1790  DESIGNATION -  2107 B
 QP1790  PID         -  QP1790
 QP1790  STATE/COUNTY-  MN/DOUGLAS
 QP1790  USGS QUAD   -  KENSINGTON (1966)
 QP1790
 QP1790                         *CURRENT SURVEY CONTROL
 QP1790  ___________________________________________________________________
 QP1790* NAD 83(1986)-  45 46 15.     (N)    095 40 28.     (W)     SCALED    
 QP1790* NAVD 88     -       399.356  (meters)    1310.22   (feet)  ADJUSTED  
 QP1790  ___________________________________________________________________
 QP1790  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 QP1790  DYNAMIC HT  -         399.349 (meters)    1310.20  (feet)  COMP
 QP1790  MODELED GRAV-     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
 QP1790.and adjusted by the National Geodetic Survey in June 1995..
 QP1790
 QP1790.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1791 ***********************************************************************
 QP1791  DESIGNATION -  2107 C
 QP1791  PID         -  QP1791
 QP1791  STATE/COUNTY-  MN/DOUGLAS
 QP1791  USGS QUAD   -  KENSINGTON (1966)
 QP1791
 QP1791                         *CURRENT SURVEY CONTROL
 QP1791  ___________________________________________________________________
 QP1791* NAD 83(1986)-  45 46 25.     (N)    095 41 02.     (W)     SCALED    
 QP1791* NAVD 88     -       392.624  (meters)    1288.13   (feet)  ADJUSTED  
 QP1791  ___________________________________________________________________
 QP1791  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 QP1791  DYNAMIC HT  -         392.617 (meters)    1288.11  (feet)  COMP
 QP1791  MODELED GRAV-     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
 QP1791.and adjusted by the National Geodetic Survey in June 1995..
 QP1791
 QP1791.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1792 ***********************************************************************
 QP1792  DESIGNATION -  2107 D
 QP1792  PID         -  QP1792
 QP1792  STATE/COUNTY-  MN/DOUGLAS
 QP1792  USGS QUAD   -  KENSINGTON (1966)
 QP1792
 QP1792                         *CURRENT SURVEY CONTROL
 QP1792  ___________________________________________________________________
 QP1792* NAD 83(1986)-  45 46 41.     (N)    095 41 44.     (W)     SCALED    
 QP1792* NAVD 88     -       399.611  (meters)    1311.06   (feet)  ADJUSTED  
 QP1792  ___________________________________________________________________
 QP1792  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 QP1792  DYNAMIC HT  -         399.604 (meters)    1311.03  (feet)  COMP
 QP1792  MODELED GRAV-     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
 QP1792.and adjusted by the National Geodetic Survey in June 1995..
 QP1792
 QP1792.The geoid height was determined by GEOID03.
 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.No superseded survey control is available for this station.
 QP1792
 QP1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL904729(NAD 83)
 QP1792_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1792
 QP1792  HISTORY     - Date     Condition        Report By
 QP1792  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1793 ***********************************************************************
 QP1793  DESIGNATION -  2107 E
 QP1793  PID         -  QP1793
 QP1793  STATE/COUNTY-  MN/DOUGLAS
 QP1793  USGS QUAD   -  KENSINGTON (1966)
 QP1793
 QP1793                         *CURRENT SURVEY CONTROL
 QP1793  ___________________________________________________________________
 QP1793* NAD 83(1986)-  45 46 43.     (N)    095 41 33.     (W)     SCALED    
 QP1793* NAVD 88     -       407.944  (meters)    1338.40   (feet)  ADJUSTED  
 QP1793  ___________________________________________________________________
 QP1793  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 QP1793  DYNAMIC HT  -         407.937 (meters)    1338.37  (feet)  COMP
 QP1793  MODELED GRAV-     980,586.5   (mgal)                       NAVD 88
 QP1793
 QP1793  VERT ORDER  -  SECOND    CLASS I
 QP1793
 QP1793.The horizontal coordinates were scaled from a topographic map and have
 QP1793.an estimated accuracy of +/- 6 seconds.
 QP1793
 QP1793.The orthometric height was determined by differential leveling
 QP1793.and adjusted by the National Geodetic Survey in June 1995..
 QP1793
 QP1793.The geoid height was determined by GEOID03.
 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     -   187,560.      687,820.      MT  (+/- 180 meters Scaled)
 QP1793
 QP1793                          SUPERSEDED SURVEY CONTROL
 QP1793
 QP1793.No superseded survey control is available for this station.
 QP1793
 QP1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL906729(NAD 83)
 QP1793_MARKER: DB = BENCH MARK DISK
 QP1793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP1793_SP_SET: CONCRETE BASE FOR STANDPIPE
 QP1793_STAMPING: 2107 E 1979
 QP1793_MARK LOGO: MNDT  
 QP1793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1793
 QP1793  HISTORY     - Date     Condition        Report By
 QP1793  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1794 ***********************************************************************
 QP1794  DESIGNATION -  2107 F
 QP1794  PID         -  QP1794
 QP1794  STATE/COUNTY-  MN/DOUGLAS
 QP1794  USGS QUAD   -  KENSINGTON (1966)
 QP1794
 QP1794                         *CURRENT SURVEY CONTROL
 QP1794  ___________________________________________________________________
 QP1794* NAD 83(1986)-  45 47 03.     (N)    095 42 37.     (W)     SCALED    
 QP1794* NAVD 88     -       397.262  (meters)    1303.35   (feet)  ADJUSTED  
 QP1794  ___________________________________________________________________
 QP1794  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 QP1794  DYNAMIC HT  -         397.256 (meters)    1303.33  (feet)  COMP
 QP1794  MODELED GRAV-     980,587.3   (mgal)                       NAVD 88
 QP1794
 QP1794  VERT ORDER  -  SECOND    CLASS I
 QP1794
 QP1794.The horizontal coordinates were scaled from a topographic map and have
 QP1794.an estimated accuracy of +/- 6 seconds.
 QP1794
 QP1794.The orthometric height was determined by differential leveling
 QP1794.and adjusted by the National Geodetic Survey in June 1995..
 QP1794
 QP1794.The geoid height was determined by GEOID03.
 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     -   188,200.      686,450.      MT  (+/- 180 meters Scaled)
 QP1794
 QP1794                          SUPERSEDED SURVEY CONTROL
 QP1794
 QP1794.No superseded survey control is available for this station.
 QP1794
 QP1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL893736(NAD 83)
 QP1794_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1794
 QP1794  HISTORY     - Date     Condition        Report By
 QP1794  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1795 ***********************************************************************
 QP1795  DESIGNATION -  2107 G
 QP1795  PID         -  QP1795
 QP1795  STATE/COUNTY-  MN/DOUGLAS
 QP1795  USGS QUAD   -  KENSINGTON (1966)
 QP1795
 QP1795                         *CURRENT SURVEY CONTROL
 QP1795  ___________________________________________________________________
 QP1795* NAD 83(1986)-  45 47 20.     (N)    095 43 10.     (W)     SCALED    
 QP1795* NAVD 88     -       393.415  (meters)    1290.73   (feet)  ADJUSTED  
 QP1795  ___________________________________________________________________
 QP1795  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 QP1795  DYNAMIC HT  -         393.409 (meters)    1290.71  (feet)  COMP
 QP1795  MODELED GRAV-     980,587.7   (mgal)                       NAVD 88
 QP1795
 QP1795  VERT ORDER  -  SECOND    CLASS I
 QP1795
 QP1795.The horizontal coordinates were scaled from a topographic map and have
 QP1795.an estimated accuracy of +/- 6 seconds.
 QP1795
 QP1795.The orthometric height was determined by differential leveling
 QP1795.and adjusted by the National Geodetic Survey in June 1995..
 QP1795
 QP1795.The geoid height was determined by GEOID03.
 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     -   188,740.      685,750.      MT  (+/- 180 meters Scaled)
 QP1795
 QP1795                          SUPERSEDED SURVEY CONTROL
 QP1795
 QP1795.No superseded survey control is available for this station.
 QP1795
 QP1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL886741(NAD 83)
 QP1795_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1795
 QP1795  HISTORY     - Date     Condition        Report By
 QP1795  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1796 ***********************************************************************
 QP1796  DESIGNATION -  2107 H
 QP1796  PID         -  QP1796
 QP1796  STATE/COUNTY-  MN/DOUGLAS
 QP1796  USGS QUAD   -  KENSINGTON (1966)
 QP1796
 QP1796                         *CURRENT SURVEY CONTROL
 QP1796  ___________________________________________________________________
 QP1796* NAD 83(1986)-  45 47 42.     (N)    095 43 56.     (W)     SCALED    
 QP1796* NAVD 88     -       389.435  (meters)    1277.67   (feet)  ADJUSTED  
 QP1796  ___________________________________________________________________
 QP1796  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 QP1796  DYNAMIC HT  -         389.429 (meters)    1277.65  (feet)  COMP
 QP1796  MODELED GRAV-     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
 QP1796.and adjusted by the National Geodetic Survey in June 1995..
 QP1796
 QP1796.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1798 ***********************************************************************
 QP1798  DESIGNATION -  2107 J
 QP1798  PID         -  QP1798
 QP1798  STATE/COUNTY-  MN/DOUGLAS
 QP1798  USGS QUAD   -  KENSINGTON (1966)
 QP1798
 QP1798                         *CURRENT SURVEY CONTROL
 QP1798  ___________________________________________________________________
 QP1798* NAD 83(1986)-  45 47 53.     (N)    095 44 18.     (W)     SCALED    
 QP1798* NAVD 88     -       377.128  (meters)    1237.29   (feet)  ADJUSTED  
 QP1798  ___________________________________________________________________
 QP1798  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 QP1798  DYNAMIC HT  -         377.122 (meters)    1237.27  (feet)  COMP
 QP1798  MODELED GRAV-     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
 QP1798.and adjusted by the National Geodetic Survey in June 1995..
 QP1798
 QP1798.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1797 ***********************************************************************
 QP1797  DESIGNATION -  2107 J 1
 QP1797  PID         -  QP1797
 QP1797  STATE/COUNTY-  MN/DOUGLAS
 QP1797  USGS QUAD   -  KENSINGTON (1966)
 QP1797
 QP1797                         *CURRENT SURVEY CONTROL
 QP1797  ___________________________________________________________________
 QP1797* NAD 83(1986)-  45 47 51.     (N)    095 44 20.     (W)     SCALED    
 QP1797* NAVD 88     -       376.285  (meters)    1234.53   (feet)  ADJUSTED  
 QP1797  ___________________________________________________________________
 QP1797  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 QP1797  DYNAMIC HT  -         376.280 (meters)    1234.51  (feet)  COMP
 QP1797  MODELED GRAV-     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
 QP1797.and adjusted by the National Geodetic Survey in June 1995..
 QP1797
 QP1797.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1799 ***********************************************************************
 QP1799  DESIGNATION -  2107 K
 QP1799  PID         -  QP1799
 QP1799  STATE/COUNTY-  MN/DOUGLAS
 QP1799  USGS QUAD   -  KENSINGTON (1966)
 QP1799
 QP1799                         *CURRENT SURVEY CONTROL
 QP1799  ___________________________________________________________________
 QP1799* NAD 83(1986)-  45 48 14.     (N)    095 44 59.     (W)     SCALED    
 QP1799* NAVD 88     -       391.923  (meters)    1285.83   (feet)  ADJUSTED  
 QP1799  ___________________________________________________________________
 QP1799  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 QP1799  DYNAMIC HT  -         391.918 (meters)    1285.82  (feet)  COMP
 QP1799  MODELED GRAV-     980,589.5   (mgal)                       NAVD 88
 QP1799
 QP1799  VERT ORDER  -  SECOND    CLASS I
 QP1799
 QP1799.The horizontal coordinates were scaled from a topographic map and have
 QP1799.an estimated accuracy of +/- 6 seconds.
 QP1799
 QP1799.The orthometric height was determined by differential leveling
 QP1799.and adjusted by the National Geodetic Survey in June 1995..
 QP1799
 QP1799.The geoid height was determined by GEOID03.
 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     -   190,450.      683,430.      MT  (+/- 180 meters Scaled)
 QP1799
 QP1799                          SUPERSEDED SURVEY CONTROL
 QP1799
 QP1799.No superseded survey control is available for this station.
 QP1799
 QP1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL863759(NAD 83)
 QP1799_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 QP1800 ***********************************************************************
 QP1800  DESIGNATION -  2107 L
 QP1800  PID         -  QP1800
 QP1800  STATE/COUNTY-  MN/DOUGLAS
 QP1800  USGS QUAD   -  HOFFMAN (1973)
 QP1800
 QP1800                         *CURRENT SURVEY CONTROL
 QP1800  ___________________________________________________________________
 QP1800* NAD 83(1986)-  45 48 29.     (N)    095 45 28.     (W)     SCALED    
 QP1800* NAVD 88     -       378.141  (meters)    1240.62   (feet)  ADJUSTED  
 QP1800  ___________________________________________________________________
 QP1800  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 QP1800  DYNAMIC HT  -         378.135 (meters)    1240.60  (feet)  COMP
 QP1800  MODELED GRAV-     980,590.0   (mgal)                       NAVD 88
 QP1800
 QP1800  VERT ORDER  -  SECOND    CLASS I
 QP1800
 QP1800.The horizontal coordinates were scaled from a topographic map and have
 QP1800.an estimated accuracy of +/- 6 seconds.
 QP1800
 QP1800.The orthometric height was determined by differential leveling
 QP1800.and adjusted by the National Geodetic Survey in June 1995..
 QP1800
 QP1800.The geoid height was determined by GEOID03.
 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     -   190,930.      682,810.      MT  (+/- 180 meters Scaled)
 QP1800
 QP1800                          SUPERSEDED SURVEY CONTROL
 QP1800
 QP1800.No superseded survey control is available for this station.
 QP1800
 QP1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL857764(NAD 83)
 QP1800_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1800
 QP1800  HISTORY     - Date     Condition        Report By
 QP1800  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2111 ***********************************************************************
 AI2111  DESIGNATION -  2109 A
 AI2111  PID         -  AI2111
 AI2111  STATE/COUNTY-  MN/DOUGLAS
 AI2111  USGS QUAD   -  ERDAHL (1973)
 AI2111
 AI2111                         *CURRENT SURVEY CONTROL
 AI2111  ___________________________________________________________________
 AI2111* NAD 83(1986)-  45 59 33.     (N)    095 46 07.     (W)     SCALED    
 AI2111* NAVD 88     -       421.154  (meters)    1381.74   (feet)  ADJUSTED  
 AI2111  ___________________________________________________________________
 AI2111  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AI2111  DYNAMIC HT  -         421.147 (meters)    1381.71  (feet)  COMP
 AI2111  MODELED GRAV-     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
 AI2111.and adjusted by the National Geodetic Survey in August 2000..
 AI2111
 AI2111.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI2112 ***********************************************************************
 AI2112  DESIGNATION -  2109 B
 AI2112  PID         -  AI2112
 AI2112  STATE/COUNTY-  MN/DOUGLAS
 AI2112  USGS QUAD   -  ERDAHL (1973)
 AI2112
 AI2112                         *CURRENT SURVEY CONTROL
 AI2112  ___________________________________________________________________
 AI2112* NAD 83(1986)-  45 59 31.     (N)    095 45 16.     (W)     SCALED    
 AI2112* NAVD 88     -       400.177  (meters)    1312.91   (feet)  ADJUSTED  
 AI2112  ___________________________________________________________________
 AI2112  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AI2112  DYNAMIC HT  -         400.171 (meters)    1312.89  (feet)  COMP
 AI2112  MODELED GRAV-     980,587.2   (mgal)                       NAVD 88
 AI2112
 AI2112  VERT ORDER  -  SECOND    CLASS I
 AI2112
 AI2112.The horizontal coordinates were scaled from a topographic map and have
 AI2112.an estimated accuracy of +/- 6 seconds.
 AI2112
 AI2112.The orthometric height was determined by differential leveling
 AI2112.and adjusted by the National Geodetic Survey in August 2000..
 AI2112
 AI2112.The geoid height was determined by GEOID03.
 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     -   211,360.      683,460.      MT  (+/- 180 meters Scaled)
 AI2112
 AI2112                          SUPERSEDED SURVEY CONTROL
 AI2112
 AI2112.No superseded survey control is available for this station.
 AI2112
 AI2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL866968(NAD 83)
 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 = OCTOBER  6, 2006
 AI2113 ***********************************************************************
 AI2113  DESIGNATION -  2109 C
 AI2113  PID         -  AI2113
 AI2113  STATE/COUNTY-  MN/DOUGLAS
 AI2113  USGS QUAD   -  QUAM LAKE (1966)
 AI2113
 AI2113                         *CURRENT SURVEY CONTROL
 AI2113  ___________________________________________________________________
 AI2113* NAD 83(1986)-  45 59 56.     (N)    095 44 33.     (W)     SCALED    
 AI2113* NAVD 88     -       411.169  (meters)    1348.98   (feet)  ADJUSTED  
 AI2113  ___________________________________________________________________
 AI2113  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AI2113  DYNAMIC HT  -         411.163 (meters)    1348.96  (feet)  COMP
 AI2113  MODELED GRAV-     980,588.3   (mgal)                       NAVD 88
 AI2113
 AI2113  VERT ORDER  -  SECOND    CLASS I
 AI2113
 AI2113.The horizontal coordinates were scaled from a topographic map and have
 AI2113.an estimated accuracy of +/- 6 seconds.
 AI2113
 AI2113.The orthometric height was determined by differential leveling
 AI2113.and adjusted by the National Geodetic Survey in August 2000..
 AI2113
 AI2113.The geoid height was determined by GEOID03.
 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     -   212,110.      684,400.      MT  (+/- 180 meters Scaled)
 AI2113
 AI2113                          SUPERSEDED SURVEY CONTROL
 AI2113
 AI2113.No superseded survey control is available for this station.
 AI2113
 AI2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL876975(NAD 83)
 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 = OCTOBER  6, 2006
 QP0636 ***********************************************************************
 QP0636  DESIGNATION -  2113 A
 QP0636  PID         -  QP0636
 QP0636  STATE/COUNTY-  MN/DOUGLAS
 QP0636  USGS QUAD   -  OSAKIS (1977)
 QP0636
 QP0636                         *CURRENT SURVEY CONTROL
 QP0636  ___________________________________________________________________
 QP0636* NAD 83(1986)-  45 50 25.     (N)    095 09 03.     (W)     SCALED    
 QP0636* NAVD 88     -       408.091  (meters)    1338.88   (feet)  ADJUSTED  
 QP0636  ___________________________________________________________________
 QP0636  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 QP0636  DYNAMIC HT  -         408.084 (meters)    1338.86  (feet)  COMP
 QP0636  MODELED GRAV-     980,587.2   (mgal)                       NAVD 88
 QP0636
 QP0636  VERT ORDER  -  SECOND    CLASS I
 QP0636
 QP0636.The horizontal coordinates were scaled from a topographic map and have
 QP0636.an estimated accuracy of +/- 6 seconds.
 QP0636
 QP0636.The orthometric height was determined by differential leveling
 QP0636.and adjusted by the National Geodetic Survey in June 1991..
 QP0636
 QP0636.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QP0636;SPC MN C     -   193,790.      730,020.      MT  (+/- 180 meters Scaled)
 QP0636
 QP0636                          SUPERSEDED SURVEY CONTROL
 QP0636
 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: 15TUL329785(NAD 83)
 QP0636_MARKER: DD = SURVEY DISK
 QP0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0636_STAMPING: 2113 A 1969
 QP0636_MARK LOGO: MNDT  
 QP0636_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0636+STABILITY: SURFACE MOTION
 QP0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0636+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 QP0636
 QP0636  HISTORY     - Date     Condition        Report By
 QP0636  HISTORY     - 1969     MONUMENTED       MNDT
 QP0636  HISTORY     - 19960415 GOOD             MNDT
 QP0636
 QP0636                          STATION DESCRIPTION
 QP0636
 QP0636'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0635 ***********************************************************************
 QP0635  DESIGNATION -  2113 B
 QP0635  PID         -  QP0635
 QP0635  STATE/COUNTY-  MN/DOUGLAS
 QP0635  USGS QUAD   -  OSAKIS (1977)
 QP0635
 QP0635                         *CURRENT SURVEY CONTROL
 QP0635  ___________________________________________________________________
 QP0635* NAD 83(1986)-  45 51 14.     (N)    095 09 01.     (W)     SCALED    
 QP0635* NAVD 88     -       409.795  (meters)    1344.47   (feet)  ADJUSTED  
 QP0635  ___________________________________________________________________
 QP0635  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 QP0635  DYNAMIC HT  -         409.789 (meters)    1344.45  (feet)  COMP
 QP0635  MODELED GRAV-     980,588.4   (mgal)                       NAVD 88
 QP0635
 QP0635  VERT ORDER  -  SECOND    CLASS I
 QP0635
 QP0635.The horizontal coordinates were scaled from a topographic map and have
 QP0635.an estimated accuracy of +/- 6 seconds.
 QP0635
 QP0635.The orthometric height was determined by differential leveling
 QP0635.and adjusted by the National Geodetic Survey in June 1991..
 QP0635
 QP0635.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QP0635;SPC MN C     -   195,300.      730,080.      MT  (+/- 180 meters Scaled)
 QP0635
 QP0635                          SUPERSEDED SURVEY CONTROL
 QP0635
 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: 15TUL330800(NAD 83)
 QP0635_MARKER: DD = SURVEY DISK
 QP0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0635_STAMPING: 2113 B 1969
 QP0635_MARK LOGO: MNDT  
 QP0635_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0635+STABILITY: SURFACE MOTION
 QP0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0635+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 QP0635
 QP0635  HISTORY     - Date     Condition        Report By
 QP0635  HISTORY     - 1969     MONUMENTED       MNDT
 QP0635  HISTORY     - 19960415 GOOD             MNDT
 QP0635
 QP0635                          STATION DESCRIPTION
 QP0635
 QP0635'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1868 ***********************************************************************
 PP1868  DESIGNATION -  212 A
 PP1868  PID         -  PP1868
 PP1868  STATE/COUNTY-  MN/CARVER
 PP1868  USGS QUAD   -  VICTORIA (1993)
 PP1868
 PP1868                         *CURRENT SURVEY CONTROL
 PP1868  ___________________________________________________________________
 PP1868* NAD 83(1986)-  44 46 33.     (N)    093 44 05.     (W)     SCALED    
 PP1868* NAVD 88     -       282.440  (meters)     926.64   (feet)  ADJUSTED  
 PP1868  ___________________________________________________________________
 PP1868  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 PP1868  DYNAMIC HT  -         282.431 (meters)     926.61  (feet)  COMP
 PP1868  MODELED GRAV-     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
 PP1868.and adjusted by the National Geodetic Survey in June 1991..
 PP1868
 PP1868.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1869 ***********************************************************************
 PP1869  DESIGNATION -  212 B
 PP1869  PID         -  PP1869
 PP1869  STATE/COUNTY-  MN/CARVER
 PP1869  USGS QUAD   -  VICTORIA (1993)
 PP1869
 PP1869                         *CURRENT SURVEY CONTROL
 PP1869  ___________________________________________________________________
 PP1869* NAD 83(1986)-  44 46 34.     (N)    093 43 44.     (W)     SCALED    
 PP1869* NAVD 88     -       279.740  (meters)     917.78   (feet)  ADJUSTED  
 PP1869  ___________________________________________________________________
 PP1869  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 PP1869  DYNAMIC HT  -         279.731 (meters)     917.75  (feet)  COMP
 PP1869  MODELED GRAV-     980,579.5   (mgal)                       NAVD 88
 PP1869
 PP1869  VERT ORDER  -  SECOND    CLASS 0
 PP1869
 PP1869.The horizontal coordinates were scaled from a topographic map and have
 PP1869.an estimated accuracy of +/- 6 seconds.
 PP1869
 PP1869.The orthometric height was determined by differential leveling
 PP1869.and adjusted by the National Geodetic Survey in June 1991..
 PP1869
 PP1869.The geoid height was determined by GEOID03.
 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     -   297,380.      821,460.      MT  (+/- 180 meters Scaled)
 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: 15TVK423583(NAD 83)
 PP1869_MARKER: Z = SEE DESCRIPTION
 PP1869_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1869_SP_SET: CULVERT
 PP1869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1869
 PP1869  HISTORY     - Date     Condition        Report By
 PP1869  HISTORY     - UNK      MONUMENTED       MNDT
 PP1869  HISTORY     - 1970     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1875 ***********************************************************************
 PP1875  DESIGNATION -  212 C
 PP1875  PID         -  PP1875
 PP1875  STATE/COUNTY-  MN/CARVER
 PP1875  USGS QUAD   -  VICTORIA (1993)
 PP1875
 PP1875                         *CURRENT SURVEY CONTROL
 PP1875  ___________________________________________________________________
 PP1875* NAD 83(1986)-  44 46 34.     (N)    093 39 40.     (W)     SCALED    
 PP1875* NAVD 88     -       283.183  (meters)     929.08   (feet)  ADJUSTED  
 PP1875  ___________________________________________________________________
 PP1875  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 PP1875  DYNAMIC HT  -         283.177 (meters)     929.06  (feet)  COMP
 PP1875  MODELED GRAV-     980,589.2   (mgal)                       NAVD 88
 PP1875
 PP1875  VERT ORDER  -  SECOND    CLASS 0
 PP1875
 PP1875.The horizontal coordinates were scaled from a topographic map and have
 PP1875.an estimated accuracy of +/- 6 seconds.
 PP1875
 PP1875.The orthometric height was determined by differential leveling
 PP1875.and adjusted by the National Geodetic Survey in June 1991..
 PP1875
 PP1875.The geoid height was determined by GEOID03.
 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     -   297,400.      826,820.      MT  (+/- 180 meters Scaled)
 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: 15TVK476582(NAD 83)
 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 = OCTOBER  6, 2006
 PP1877 ***********************************************************************
 PP1877  DESIGNATION -  212 D
 PP1877  PID         -  PP1877
 PP1877  STATE/COUNTY-  MN/CARVER
 PP1877  USGS QUAD   -  VICTORIA (1993)
 PP1877
 PP1877                         *CURRENT SURVEY CONTROL
 PP1877  ___________________________________________________________________
 PP1877* NAD 83(1986)-  44 46 34.     (N)    093 38 53.     (W)     SCALED    
 PP1877* NAVD 88     -       292.416  (meters)     959.37   (feet)  ADJUSTED  
 PP1877  ___________________________________________________________________
 PP1877  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 PP1877  DYNAMIC HT  -         292.411 (meters)     959.35  (feet)  COMP
 PP1877  MODELED GRAV-     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
 PP1877.and adjusted by the National Geodetic Survey in June 1991..
 PP1877
 PP1877.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1881 ***********************************************************************
 PP1881  DESIGNATION -  212 F
 PP1881  PID         -  PP1881
 PP1881  STATE/COUNTY-  MN/CARVER
 PP1881  USGS QUAD   -  SHAKOPEE (1993)
 PP1881
 PP1881                         *CURRENT SURVEY CONTROL
 PP1881  ___________________________________________________________________
 PP1881* NAD 83(1986)-  44 47 19.     (N)    093 36 20.     (W)     SCALED    
 PP1881* NAVD 88     -       226.225  (meters)     742.21   (feet)  ADJUSTED  
 PP1881  ___________________________________________________________________
 PP1881  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 PP1881  DYNAMIC HT  -         226.223 (meters)     742.20  (feet)  COMP
 PP1881  MODELED GRAV-     980,601.9   (mgal)                       NAVD 88
 PP1881
 PP1881  VERT ORDER  -  SECOND    CLASS 0
 PP1881
 PP1881.The horizontal coordinates were scaled from a topographic map and have
 PP1881.an estimated accuracy of +/- 6 seconds.
 PP1881
 PP1881.The orthometric height was determined by differential leveling
 PP1881.and adjusted by the National Geodetic Survey in June 1991..
 PP1881
 PP1881.The geoid height was determined by GEOID03.
 PP1881
 PP1881.The dynamic height is computed by dividing the NAVD 88
 PP1881.geopotential number by the normal gravity value computed on the
 PP1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1881.degrees latitude (g = 980.6199 gals.).
 PP1881
 PP1881.The modeled gravity was interpolated from observed gravity values.
 PP1881
 PP1881;                    North         East    Units  Estimated Accuracy
 PP1881;SPC MN S     -   298,810.      831,210.      MT  (+/- 180 meters Scaled)
 PP1881
 PP1881                          SUPERSEDED SURVEY CONTROL
 PP1881
 PP1881  NGVD 29 (??/??/92)  226.189  (m)          742.09   (f) ADJ UNCH    2 0
 PP1881
 PP1881.Superseded values are not recommended for survey control.
 PP1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1881.See file dsdata.txt to determine how the superseded data were derived.
 PP1881
 PP1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK520596(NAD 83)
 PP1881_MARKER: Z = SEE DESCRIPTION
 PP1881_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1881_SP_SET: BRIDGE
 PP1881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1881
 PP1881  HISTORY     - Date     Condition        Report By
 PP1881  HISTORY     - UNK      MONUMENTED       MNDT
 PP1881  HISTORY     - 1970     GOOD             MNDT
 PP1881
 PP1881                          STATION DESCRIPTION
 PP1881
 PP1881'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1881'IN CHASKA.
 PP1881'MARK IS LOCATED 0.2 MILES SOUTHWEST ALONG T.H. 212 FROM THE JUNCTION
 PP1881'OF T.H. 41 IN CHASKA, 100 FEET SOUTHWEST OF COUNTY ROAD 10, IN THE
 PP1881'NORTHWEST CORNER OF BRIDGE NO. 3698, T.H. 212 OVER CARVER CREEK.  NE
 PP1881'1/4 SECTION 8, T 115N, R 23W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1862 ***********************************************************************
 PP1862  DESIGNATION -  212 G
 PP1862  PID         -  PP1862
 PP1862  STATE/COUNTY-  MN/CARVER
 PP1862  USGS QUAD   -  WACONIA (1993)
 PP1862
 PP1862                         *CURRENT SURVEY CONTROL
 PP1862  ___________________________________________________________________
 PP1862* NAD 83(1986)-  44 46 06.     (N)    093 48 02.     (W)     SCALED    
 PP1862* NAVD 88     -       291.661  (meters)     956.89   (feet)  ADJUSTED  
 PP1862  ___________________________________________________________________
 PP1862  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 PP1862  DYNAMIC HT  -         291.642 (meters)     956.83  (feet)  COMP
 PP1862  MODELED GRAV-     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
 PP1862.and adjusted by the National Geodetic Survey in June 1991..
 PP1862
 PP1862.The geoid height was determined by GEOID03.
 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_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
 PP1862  HISTORY     - Date     Condition        Report By
 PP1862  HISTORY     - UNK      MONUMENTED       MNDT
 PP1862  HISTORY     - 1970     GOOD             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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0202 ***********************************************************************
 SL0202  DESIGNATION -  212+58
 SL0202  PID         -  SL0202
 SL0202  STATE/COUNTY-  MN/NORMAN
 SL0202  USGS QUAD   -  ADA (1965)
 SL0202
 SL0202                         *CURRENT SURVEY CONTROL
 SL0202  ___________________________________________________________________
 SL0202* NAD 83(1986)-  47 21 16.     (N)    096 30 56.     (W)     SCALED    
 SL0202* NAVD 88     -       275.040  (meters)     902.36   (feet)  ADJUSTED  
 SL0202  ___________________________________________________________________
 SL0202  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 SL0202  DYNAMIC HT  -         275.074 (meters)     902.47  (feet)  COMP
 SL0202  MODELED GRAV-     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
 SL0202.and adjusted by the National Geodetic Survey in June 1991..
 SL0202
 SL0202.The geoid height was determined by GEOID03.
 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_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             NGS
 SL0202  HISTORY     - 1982     MARK NOT FOUND   NGS
 SL0202
 SL0202                          STATION DESCRIPTION
 SL0202
 SL0202'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RP0013 ***********************************************************************
 RP0013  DESIGNATION -  2149
 RP0013  PID         -  RP0013
 RP0013  STATE/COUNTY-  MN/WILKIN
 RP0013  USGS QUAD   -  BARNESVILLE SW (1981)
 RP0013
 RP0013                         *CURRENT SURVEY CONTROL
 RP0013  ___________________________________________________________________
 RP0013* NAD 83(1986)-  46 36 57.     (N)    096 24 20.     (W)     SCALED    
 RP0013* NAVD 88     -       315.856  (meters)    1036.27   (feet)  ADJUSTED  
 RP0013  ___________________________________________________________________
 RP0013  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 RP0013  DYNAMIC HT  -         315.877 (meters)    1036.34  (feet)  COMP
 RP0013  MODELED GRAV-     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
 RP0013.and adjusted by the National Geodetic Survey in June 1991..
 RP0013
 RP0013.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 RP0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0013_SP_SET: SIGNAL BASE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0973 ***********************************************************************
 QP0973  DESIGNATION -  2180 39 A
 QP0973  PID         -  QP0973
 QP0973  STATE/COUNTY-  MN/DOUGLAS
 QP0973  USGS QUAD   -  QUAM LAKE (1966)
 QP0973
 QP0973                         *CURRENT SURVEY CONTROL
 QP0973  ___________________________________________________________________
 QP0973* NAD 83(1996)-  45 59 54.79775(N)    095 43 40.71146(W)     ADJUSTED  
 QP0973* NAVD 88     -       413.360  (meters)    1356.17   (feet)  ADJUSTED  
 QP0973  ___________________________________________________________________
 QP0973  X           -    -443,007.509 (meters)                     COMP
 QP0973  Y           -  -4,416,541.879 (meters)                     COMP
 QP0973  Z           -   4,565,414.376 (meters)                     COMP
 QP0973  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 QP0973  ELLIP HEIGHT-         387.05  (meters)          (04/26/05) GPS OBS
 QP0973  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 QP0973  DYNAMIC HT  -         413.355 (meters)    1356.15  (feet)  COMP
 QP0973  MODELED GRAV-     980,588.7   (mgal)                       NAVD 88
 QP0973
 QP0973  HORZ ORDER  -  FIRST
 QP0973  VERT ORDER  -  SECOND    CLASS I
 QP0973  ELLP ORDER  -  THIRD     CLASS II
 QP0973
 QP0973.The horizontal coordinates were established by GPS observations
 QP0973.and adjusted by the MN DEPT OF TRANSP in April 2005..
 QP0973
 QP0973.The orthometric height was determined by differential leveling
 QP0973.and adjusted by the National Geodetic Survey in August 2000..
 QP0973.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 QP0973
 QP0973.The ellipsoidal height was determined by GPS observations
 QP0973.and is referenced to NAD 83.
 QP0973
 QP0973.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP0973;SPC MN C     -   212,053.481   685,521.778   MT  0.99993916   -1 04 08.9
 QP0973;UTM  15      - 5,097,505.546   288,763.738   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  NAVD 88 (06/15/91)  413.363  (m)         1356.18   (f) UNKNOWN     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: 15TTL8876497506(NAD 83)
 QP0973_MARKER: DB = BENCH MARK DISK
 QP0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0973_STAMPING: 2180 39 A 1965
 QP0973_MARK LOGO: MNDT  
 QP0973_PROJECTION: PROJECTING 30 CENTIMETERS
 QP0973_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0973+STABILITY: SURFACE MOTION
 QP0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0973+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0564 ***********************************************************************
 RO0564  DESIGNATION -  2180 39 A 1
 RO0564  PID         -  RO0564
 RO0564  STATE/COUNTY-  MN/DOUGLAS
 RO0564  USGS QUAD   -  EVANSVILLE (1969)
 RO0564
 RO0564                         *CURRENT SURVEY CONTROL
 RO0564  ___________________________________________________________________
 RO0564* NAD 83(1986)-  46 00 00.     (N)    095 42 26.     (W)     SCALED    
 RO0564* NAVD 88     -       410.904  (meters)    1348.11   (feet)  ADJUSTED  
 RO0564  ___________________________________________________________________
 RO0564  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 RO0564  DYNAMIC HT  -         410.899 (meters)    1348.09  (feet)  COMP
 RO0564  MODELED GRAV-     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
 RO0564.and adjusted by the National Geodetic Survey in June 1991..
 RO0564
 RO0564.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0573 ***********************************************************************
 RO0573  DESIGNATION -  2180 A
 RO0573  PID         -  RO0573
 RO0573  STATE/COUNTY-  MN/DOUGLAS
 RO0573  USGS QUAD   -  ASHBY (1973)
 RO0573
 RO0573                         *CURRENT SURVEY CONTROL
 RO0573  ___________________________________________________________________
 RO0573* NAD 83(1986)-  46 00 43.     (N)    095 46 10.     (W)     SCALED    
 RO0573* NAVD 88     -       413.378  (meters)    1356.22   (feet)  ADJUSTED  
 RO0573  ___________________________________________________________________
 RO0573  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 RO0573  DYNAMIC HT  -         413.373 (meters)    1356.21  (feet)  COMP
 RO0573  MODELED GRAV-     980,590.2   (mgal)                       NAVD 88
 RO0573
 RO0573  VERT ORDER  -  SECOND    CLASS 0
 RO0573
 RO0573.The horizontal coordinates were scaled from a topographic map and have
 RO0573.an estimated accuracy of +/- 6 seconds.
 RO0573
 RO0573.The orthometric height was determined by differential leveling
 RO0573.and adjusted by the National Geodetic Survey in June 1991..
 RO0573
 RO0573.The geoid height was determined by GEOID03.
 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     -   213,600.      682,340.      MT  (+/- 180 meters Scaled)
 RO0573
 RO0573                          SUPERSEDED SURVEY CONTROL
 RO0573
 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: 15TTL856991(NAD 83)
 RO0573_MARKER: DD = SURVEY DISK
 RO0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RO0573_SP_SET: ABUTMENT
 RO0573_STAMPING: 2180 A 1965
 RO0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0573
 RO0573  HISTORY     - Date     Condition        Report By
 RO0573  HISTORY     - 1965     MONUMENTED       MNDT
 RO0573  HISTORY     - 1967     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0653 ***********************************************************************
 QP0653  DESIGNATION -  2180 AA
 QP0653  PID         -  QP0653
 QP0653  STATE/COUNTY-  MN/DOUGLAS
 QP0653  USGS QUAD   -  FORADA (1994)
 QP0653
 QP0653                         *CURRENT SURVEY CONTROL
 QP0653  ___________________________________________________________________
 QP0653* NAD 83(1986)-  45 50 09.     (N)    095 20 08.     (W)     SCALED    
 QP0653* NAVD 88     -       428.778  (meters)    1406.75   (feet)  ADJUSTED  
 QP0653  ___________________________________________________________________
 QP0653  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 QP0653  DYNAMIC HT  -         428.774 (meters)    1406.74  (feet)  COMP
 QP0653  MODELED GRAV-     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
 QP0653.and adjusted by the National Geodetic Survey in June 1991..
 QP0653
 QP0653.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QP0653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 QP0654 ***********************************************************************
 QP0654  DESIGNATION -  2180 AA 1
 QP0654  PID         -  QP0654
 QP0654  STATE/COUNTY-  MN/DOUGLAS
 QP0654  USGS QUAD   -  FORADA (1994)
 QP0654
 QP0654                         *CURRENT SURVEY CONTROL
 QP0654  ___________________________________________________________________
 QP0654* NAD 83(1986)-  45 50 08.     (N)    095 20 08.     (W)     SCALED    
 QP0654* NAVD 88     -       428.535  (meters)    1405.95   (feet)  ADJUSTED  
 QP0654  ___________________________________________________________________
 QP0654  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 QP0654  DYNAMIC HT  -         428.531 (meters)    1405.94  (feet)  COMP
 QP0654  MODELED GRAV-     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
 QP0654.and adjusted by the National Geodetic Survey in June 1991..
 QP0654
 QP0654.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QP0654_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0654_SP_SET: BRIDGE
 QP0654_STAMPING: 2180-AA1 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 = OCTOBER  6, 2006
 RO0571 ***********************************************************************
 RO0571  DESIGNATION -  2180 B
 RO0571  PID         -  RO0571
 RO0571  STATE/COUNTY-  MN/DOUGLAS
 RO0571  USGS QUAD   -  EVANSVILLE (1969)
 RO0571
 RO0571                         *CURRENT SURVEY CONTROL
 RO0571  ___________________________________________________________________
 RO0571* NAD 83(1996)-  46 00 28.04038(N)    095 44 52.43778(W)     ADJUSTED  
 RO0571* NAVD 88     -       416.778  (meters)    1367.38   (feet)  ADJUSTED  
 RO0571  ___________________________________________________________________
 RO0571  X           -    -444,469.570 (meters)                     COMP
 RO0571  Y           -  -4,415,655.223 (meters)                     COMP
 RO0571  Z           -   4,566,129.807 (meters)                     COMP
 RO0571  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 RO0571  ELLIP HEIGHT-         390.45  (meters)          (04/26/05) GPS OBS
 RO0571  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 RO0571  DYNAMIC HT  -         416.773 (meters)    1367.36  (feet)  COMP
 RO0571  MODELED GRAV-     980,590.0   (mgal)                       NAVD 88
 RO0571
 RO0571  HORZ ORDER  -  FIRST
 RO0571  VERT ORDER  -  SECOND    CLASS 0
 RO0571  ELLP ORDER  -  THIRD     CLASS II
 RO0571
 RO0571.The horizontal coordinates were established by GPS observations
 RO0571.and adjusted by the MN DEPT OF TRANSP in April 2005..
 RO0571
 RO0571.The orthometric height was determined by differential leveling
 RO0571.and adjusted by the National Geodetic Survey in June 1991..
 RO0571
 RO0571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0571
 RO0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0571
 RO0571.The ellipsoidal height was determined by GPS observations
 RO0571.and is referenced to NAD 83.
 RO0571
 RO0571.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RO0571;SPC MN C     -   213,108.605   683,998.135   MT  0.99993824   -1 05 00.8
 RO0571;UTM  15      - 5,098,584.545   287,256.421   MT  1.00015643   -1 58 39.6
 RO0571
 RO0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0571!SPC MN C     -   0.99993879  x   0.99993824  =   0.99987704
 RO0571!UTM  15      -   0.99993879  x   1.00015643  =   1.00009521
 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  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: 15TTL8725698585(NAD 83)
 RO0571_MARKER: DB = BENCH MARK DISK
 RO0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0571_STAMPING: 2180 B 1965
 RO0571_MARK LOGO: MNDT  
 RO0571_PROJECTION: PROJECTING 3 CENTIMETERS
 RO0571_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RO0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0571+STABILITY: SURFACE MOTION
 RO0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0571+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 RO0571
 RO0571  HISTORY     - Date     Condition        Report By
 RO0571  HISTORY     - 1965     MONUMENTED       MNDT
 RO0571  HISTORY     - 1967     GOOD             MNDT
 RO0571  HISTORY     - 20041115 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0652 ***********************************************************************
 QP0652  DESIGNATION -  2180 BB
 QP0652  PID         -  QP0652
 QP0652  STATE/COUNTY-  MN/DOUGLAS
 QP0652  USGS QUAD   -  FORADA (1994)
 QP0652
 QP0652                         *CURRENT SURVEY CONTROL
 QP0652  ___________________________________________________________________
 QP0652* NAD 83(1986)-  45 50 05.     (N)    095 18 36.     (W)     SCALED    
 QP0652* NAVD 88     -       423.836  (meters)    1390.54   (feet)  ADJUSTED  
 QP0652  ___________________________________________________________________
 QP0652  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 QP0652  DYNAMIC HT  -         423.831 (meters)    1390.52  (feet)  COMP
 QP0652  MODELED GRAV-     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
 QP0652.and adjusted by the National Geodetic Survey in June 1991..
 QP0652
 QP0652.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0969 ***********************************************************************
 QP0969  DESIGNATION -  2180 C
 QP0969  PID         -  QP0969
 QP0969  STATE/COUNTY-  MN/DOUGLAS
 QP0969  USGS QUAD   -  QUAM LAKE (1966)
 QP0969
 QP0969                         *CURRENT SURVEY CONTROL
 QP0969  ___________________________________________________________________
 QP0969* NAD 83(1986)-  45 59 55.     (N)    095 43 46.     (W)     SCALED    
 QP0969* NAVD 88     -       418.594  (meters)    1373.34   (feet)  ADJUSTED  
 QP0969  ___________________________________________________________________
 QP0969  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 QP0969  DYNAMIC HT  -         418.588 (meters)    1373.32  (feet)  COMP
 QP0969  MODELED GRAV-     980,588.6   (mgal)                       NAVD 88
 QP0969
 QP0969  VERT ORDER  -  SECOND    CLASS I
 QP0969
 QP0969.The horizontal coordinates were scaled from a topographic map and have
 QP0969.an estimated accuracy of +/- 6 seconds.
 QP0969
 QP0969.The orthometric height was determined by differential leveling
 QP0969.and adjusted by the National Geodetic Survey in August 2000..
 QP0969
 QP0969.The geoid height was determined by GEOID03.
 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     -   212,060.      685,410.      MT  (+/- 180 meters Scaled)
 QP0969
 QP0969                          SUPERSEDED SURVEY CONTROL
 QP0969
 QP0969  NAVD 88 (06/15/91)  418.584  (m)         1373.30   (f) UNKNOWN     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: 15TTL886975(NAD 83)
 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 - February 07, 1995
 QP0969
 QP0969  HISTORY     - Date     Condition        Report By
 QP0969  HISTORY     - 1965     MONUMENTED       MNHD
 QP0969  HISTORY     - 1967     GOOD             MNDT
 QP0969  HISTORY     - 19950207 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0647 ***********************************************************************
 QP0647  DESIGNATION -  2180 CC
 QP0647  PID         -  QP0647
 QP0647  STATE/COUNTY-  MN/DOUGLAS
 QP0647  USGS QUAD   -  FORADA (1994)
 QP0647
 QP0647                         *CURRENT SURVEY CONTROL
 QP0647  ___________________________________________________________________
 QP0647* NAD 83(1986)-  45 49 53.     (N)    095 17 03.     (W)     SCALED    
 QP0647* NAVD 88     -       429.585  (meters)    1409.40   (feet)  ADJUSTED  
 QP0647  ___________________________________________________________________
 QP0647  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 QP0647  DYNAMIC HT  -         429.580 (meters)    1409.38  (feet)  COMP
 QP0647  MODELED GRAV-     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
 QP0647.and adjusted by the National Geodetic Survey in June 1991..
 QP0647
 QP0647.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QP0647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 QP0646 ***********************************************************************
 QP0646  DESIGNATION -  2180 CC 1
 QP0646  PID         -  QP0646
 QP0646  STATE/COUNTY-  MN/DOUGLAS
 QP0646  USGS QUAD   -  FORADA (1994)
 QP0646
 QP0646                         *CURRENT SURVEY CONTROL
 QP0646  ___________________________________________________________________
 QP0646* NAD 83(1986)-  45 49 57.     (N)    095 17 02.     (W)     SCALED    
 QP0646* NAVD 88     -       423.811  (meters)    1390.45   (feet)  ADJUSTED  
 QP0646  ___________________________________________________________________
 QP0646  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 QP0646  DYNAMIC HT  -         423.806 (meters)    1390.44  (feet)  COMP
 QP0646  MODELED GRAV-     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
 QP0646.and adjusted by the National Geodetic Survey in June 1991..
 QP0646
 QP0646.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QP0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0646_STAMPING: 2180-CC1 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 = OCTOBER  6, 2006
 QP0870 ***********************************************************************
 QP0870  DESIGNATION -  2180 D
 QP0870  PID         -  QP0870
 QP0870  STATE/COUNTY-  MN/DOUGLAS
 QP0870  USGS QUAD   -  QUAM LAKE (1966)
 QP0870
 QP0870                         *CURRENT SURVEY CONTROL
 QP0870  ___________________________________________________________________
 QP0870* NAD 83(1996)-  45 59 22.57036(N)    095 42 54.90670(W)     ADJUSTED  
 QP0870* NAVD 88     -       407.534  (meters)    1337.05   (feet)  ADJUSTED  
 QP0870  ___________________________________________________________________
 QP0870  X           -    -442,097.601 (meters)                     COMP
 QP0870  Y           -  -4,417,348.311 (meters)                     COMP
 QP0870  Z           -   4,564,718.874 (meters)                     COMP
 QP0870  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 QP0870  ELLIP HEIGHT-         381.24  (meters)          (04/26/05) GPS OBS
 QP0870  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 QP0870  DYNAMIC HT  -         407.528 (meters)    1337.03  (feet)  COMP
 QP0870  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 QP0870
 QP0870  HORZ ORDER  -  FIRST
 QP0870  VERT ORDER  -  SECOND    CLASS I
 QP0870  ELLP ORDER  -  THIRD     CLASS II
 QP0870
 QP0870.The horizontal coordinates were established by GPS observations
 QP0870.and adjusted by the MN DEPT OF TRANSP in April 2005..
 QP0870
 QP0870.The orthometric height was determined by differential leveling
 QP0870.and adjusted by the National Geodetic Survey in August 2000..
 QP0870
 QP0870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0870
 QP0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP0870
 QP0870.The ellipsoidal height was determined by GPS observations
 QP0870.and is referenced to NAD 83.
 QP0870
 QP0870.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP0870;SPC MN C     -   211,040.370   686,488.776   MT  0.99994009   -1 03 35.8
 QP0870;UTM  15      - 5,096,477.262   289,715.012   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 02.7
 QP0870:UTM  15      -  2180 39 A                                317 13 39.7
 QP0870
 QP0870|---------------------------------------------------------------------|
 QP0870| PID    Reference Object                     Distance      Geod. Az  |
 QP0870|                                                           dddmmss.s |
 QP0870| QP0973 2180 39 A                           APPROX. 1.4 KM 3151626.9 |
 QP0870|---------------------------------------------------------------------|
 QP0870
 QP0870                          SUPERSEDED SURVEY CONTROL
 QP0870
 QP0870  NAVD 88 (06/15/91)  407.526  (m)         1337.02   (f) UNKNOWN     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_MARKER: DB = BENCH MARK DISK
 QP0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0870_SP_SET: MONUMENT
 QP0870_STAMPING: 2180 D 1966
 QP0870_MARK LOGO: MNDT  
 QP0870_PROJECTION: RECESSED 5 CENTIMETERS
 QP0870_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0870+STABILITY: SURFACE MOTION
 QP0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0870+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0645 ***********************************************************************
 QP0645  DESIGNATION -  2180 DD
 QP0645  PID         -  QP0645
 QP0645  STATE/COUNTY-  MN/DOUGLAS
 QP0645  USGS QUAD   -  FORADA (1994)
 QP0645
 QP0645                         *CURRENT SURVEY CONTROL
 QP0645  ___________________________________________________________________
 QP0645* NAD 83(1986)-  45 49 54.     (N)    095 15 49.     (W)     SCALED    
 QP0645* NAVD 88     -       418.709  (meters)    1373.71   (feet)  ADJUSTED  
 QP0645  ___________________________________________________________________
 QP0645  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 QP0645  DYNAMIC HT  -         418.704 (meters)    1373.70  (feet)  COMP
 QP0645  MODELED GRAV-     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
 QP0645.and adjusted by the National Geodetic Survey in June 1991..
 QP0645
 QP0645.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 QP0643 ***********************************************************************
 QP0643  DESIGNATION -  2180 DD 1
 QP0643  PID         -  QP0643
 QP0643  STATE/COUNTY-  MN/DOUGLAS
 QP0643  USGS QUAD   -  OSAKIS (1977)
 QP0643
 QP0643                         *CURRENT SURVEY CONTROL
 QP0643  ___________________________________________________________________
 QP0643* NAD 83(1986)-  45 49 56.     (N)    095 14 36.     (W)     SCALED    
 QP0643* NAVD 88     -       416.633  (meters)    1366.90   (feet)  ADJUSTED  
 QP0643  ___________________________________________________________________
 QP0643  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 QP0643  DYNAMIC HT  -         416.627 (meters)    1366.88  (feet)  COMP
 QP0643  MODELED GRAV-     980,590.1   (mgal)                       NAVD 88
 QP0643
 QP0643  VERT ORDER  -  SECOND    CLASS 0
 QP0643
 QP0643.The horizontal coordinates were scaled from a topographic map and have
 QP0643.an estimated accuracy of +/- 6 seconds.
 QP0643
 QP0643.The orthometric height was determined by differential leveling
 QP0643.and adjusted by the National Geodetic Survey in June 1991..
 QP0643
 QP0643.The geoid height was determined by GEOID03.
 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     -   192,980.      722,830.      MT  (+/- 180 meters Scaled)
 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: 15TUL257778(NAD 83)
 QP0643_MARKER: DD = SURVEY DISK
 QP0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0643_STAMPING: 2180 DD1 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 = OCTOBER  6, 2006
 QP0641 ***********************************************************************
 QP0641  DESIGNATION -  2180 DD 2
 QP0641  PID         -  QP0641
 QP0641  STATE/COUNTY-  MN/DOUGLAS
 QP0641  USGS QUAD   -  OSAKIS (1977)
 QP0641
 QP0641                         *CURRENT SURVEY CONTROL
 QP0641  ___________________________________________________________________
 QP0641* NAD 83(1986)-  45 49 53.     (N)    095 13 21.     (W)     SCALED    
 QP0641* NAVD 88     -       415.643  (meters)    1363.66   (feet)  ADJUSTED  
 QP0641  ___________________________________________________________________
 QP0641  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 QP0641  DYNAMIC HT  -         415.637 (meters)    1363.64  (feet)  COMP
 QP0641  MODELED GRAV-     980,589.6   (mgal)                       NAVD 88
 QP0641
 QP0641  VERT ORDER  -  SECOND    CLASS 0
 QP0641
 QP0641.The horizontal coordinates were scaled from a topographic map and have
 QP0641.an estimated accuracy of +/- 6 seconds.
 QP0641
 QP0641.The orthometric height was determined by differential leveling
 QP0641.and adjusted by the National Geodetic Survey in June 1991..
 QP0641
 QP0641.The geoid height was determined by GEOID03.
 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     -   192,870.      724,440.      MT  (+/- 180 meters Scaled)
 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: 15TUL273777(NAD 83)
 QP0641_MARKER: DD = SURVEY DISK
 QP0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0641_STAMPING: 2180 DD2 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 = OCTOBER  6, 2006
 QP0864 ***********************************************************************
 QP0864  DESIGNATION -  2180 E
 QP0864  PID         -  QP0864
 QP0864  STATE/COUNTY-  MN/DOUGLAS
 QP0864  USGS QUAD   -  QUAM LAKE (1966)
 QP0864
 QP0864                         *CURRENT SURVEY CONTROL
 QP0864  ___________________________________________________________________
 QP0864* NAD 83(1986)-  45 59 10.     (N)    095 41 47.     (W)     SCALED    
 QP0864* NAVD 88     -       415.412  (meters)    1362.90   (feet)  ADJUSTED  
 QP0864  ___________________________________________________________________
 QP0864  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 QP0864  DYNAMIC HT  -         415.406 (meters)    1362.88  (feet)  COMP
 QP0864  MODELED GRAV-     980,588.0   (mgal)                       NAVD 88
 QP0864
 QP0864  VERT ORDER  -  SECOND    CLASS 0
 QP0864
 QP0864.The horizontal coordinates were scaled from a topographic map and have
 QP0864.an estimated accuracy of +/- 6 seconds.
 QP0864
 QP0864.The orthometric height was determined by differential leveling
 QP0864.and adjusted by the National Geodetic Survey in June 1991..
 QP0864
 QP0864.The geoid height was determined by GEOID03.
 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     -   210,630.      687,940.      MT  (+/- 180 meters Scaled)
 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: 15TTL911960(NAD 83)
 QP0864_MARKER: DD = SURVEY DISK
 QP0864_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0864_SP_SET: BRIDGE
 QP0864_STAMPING: 2180 E 1966
 QP0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0864
 QP0864  HISTORY     - Date     Condition        Report By
 QP0864  HISTORY     - 1966     MONUMENTED       MNDT
 QP0864  HISTORY     - 1967     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0866 ***********************************************************************
 QP0866  DESIGNATION -  2180 E CHK PT
 QP0866  PID         -  QP0866
 QP0866  STATE/COUNTY-  MN/DOUGLAS
 QP0866  USGS QUAD   -  QUAM LAKE (1966)
 QP0866
 QP0866                         *CURRENT SURVEY CONTROL
 QP0866  ___________________________________________________________________
 QP0866* NAD 83(1986)-  45 59 08.     (N)    095 41 51.     (W)     SCALED    
 QP0866* NAVD 88     -       409.179  (meters)    1342.45   (feet)  ADJUSTED  
 QP0866  ___________________________________________________________________
 QP0866  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 QP0866  DYNAMIC HT  -         409.173 (meters)    1342.43  (feet)  COMP
 QP0866  MODELED GRAV-     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
 QP0866.and adjusted by the National Geodetic Survey in June 1991..
 QP0866
 QP0866.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0640 ***********************************************************************
 QP0640  DESIGNATION -  2180 EE
 QP0640  PID         -  QP0640
 QP0640  STATE/COUNTY-  MN/DOUGLAS
 QP0640  USGS QUAD   -  OSAKIS (1977)
 QP0640
 QP0640                         *CURRENT SURVEY CONTROL
 QP0640  ___________________________________________________________________
 QP0640* NAD 83(1986)-  45 49 54.     (N)    095 12 06.     (W)     SCALED    
 QP0640* NAVD 88     -       425.844  (meters)    1397.12   (feet)  ADJUSTED  
 QP0640  ___________________________________________________________________
 QP0640  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 QP0640  DYNAMIC HT  -         425.838 (meters)    1397.10  (feet)  COMP
 QP0640  MODELED GRAV-     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
 QP0640.and adjusted by the National Geodetic Survey in June 1991..
 QP0640
 QP0640.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QP0640_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 QP0639 ***********************************************************************
 QP0639  DESIGNATION -  2180 EE 1
 QP0639  PID         -  QP0639
 QP0639  STATE/COUNTY-  MN/DOUGLAS
 QP0639  USGS QUAD   -  OSAKIS (1977)
 QP0639
 QP0639                         *CURRENT SURVEY CONTROL
 QP0639  ___________________________________________________________________
 QP0639* NAD 83(1986)-  45 49 58.     (N)    095 10 44.     (W)     SCALED    
 QP0639* NAVD 88     -       409.945  (meters)    1344.96   (feet)  ADJUSTED  
 QP0639  ___________________________________________________________________
 QP0639  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 QP0639  DYNAMIC HT  -         409.939 (meters)    1344.94  (feet)  COMP
 QP0639  MODELED GRAV-     980,588.0   (mgal)                       NAVD 88
 QP0639
 QP0639  VERT ORDER  -  SECOND    CLASS 0
 QP0639
 QP0639.The horizontal coordinates were scaled from a topographic map and have
 QP0639.an estimated accuracy of +/- 6 seconds.
 QP0639
 QP0639.The orthometric height was determined by differential leveling
 QP0639.and adjusted by the National Geodetic Survey in June 1991..
 QP0639
 QP0639.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QP0639;SPC MN C     -   192,980.      727,830.      MT  (+/- 180 meters Scaled)
 QP0639
 QP0639                          SUPERSEDED SURVEY CONTROL
 QP0639
 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: 15TUL307777(NAD 83)
 QP0639_MARKER: DD = SURVEY DISK
 QP0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0639_STAMPING: 2180 EE1 1966
 QP0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0639+STABILITY: SURFACE MOTION
 QP0639
 QP0639  HISTORY     - Date     Condition        Report By
 QP0639  HISTORY     - 1966     MONUMENTED       MNDT
 QP0639  HISTORY     - 1968     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0863 ***********************************************************************
 QP0863  DESIGNATION -  2180 F
 QP0863  PID         -  QP0863
 QP0863  STATE/COUNTY-  MN/DOUGLAS
 QP0863  USGS QUAD   -  QUAM LAKE (1966)
 QP0863
 QP0863                         *CURRENT SURVEY CONTROL
 QP0863  ___________________________________________________________________
 QP0863* NAD 83(1986)-  45 59 04.     (N)    095 40 33.     (W)     SCALED    
 QP0863* NAVD 88     -       420.813  (meters)    1380.62   (feet)  ADJUSTED  
 QP0863  ___________________________________________________________________
 QP0863  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 QP0863  DYNAMIC HT  -         420.806 (meters)    1380.59  (feet)  COMP
 QP0863  MODELED GRAV-     980,587.6   (mgal)                       NAVD 88
 QP0863
 QP0863  VERT ORDER  -  SECOND    CLASS 0
 QP0863
 QP0863.The horizontal coordinates were scaled from a topographic map and have
 QP0863.an estimated accuracy of +/- 6 seconds.
 QP0863
 QP0863.The orthometric height was determined by differential leveling
 QP0863.and adjusted by the National Geodetic Survey in June 1991..
 QP0863
 QP0863.The geoid height was determined by GEOID03.
 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     -   210,410.      689,530.      MT  (+/- 180 meters Scaled)
 QP0863
 QP0863                          SUPERSEDED SURVEY CONTROL
 QP0863
 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: 15TTL927958(NAD 83)
 QP0863_MARKER: DD = SURVEY DISK
 QP0863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0863_SP_SET: MONUMENT
 QP0863_STAMPING: 2180 F 1966
 QP0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0863
 QP0863  HISTORY     - Date     Condition        Report By
 QP0863  HISTORY     - 1966     MONUMENTED       MNDT
 QP0863  HISTORY     - 1967     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0638 ***********************************************************************
 QP0638  DESIGNATION -  2180 FF
 QP0638  PID         -  QP0638
 QP0638  STATE/COUNTY-  MN/DOUGLAS
 QP0638  USGS QUAD   -  OSAKIS (1977)
 QP0638
 QP0638                         *CURRENT SURVEY CONTROL
 QP0638  ___________________________________________________________________
 QP0638* NAD 83(1986)-  45 49 55.     (N)    095 09 25.     (W)     SCALED    
 QP0638* NAVD 88     -       414.227  (meters)    1359.01   (feet)  ADJUSTED  
 QP0638  ___________________________________________________________________
 QP0638  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 QP0638  DYNAMIC HT  -         414.220 (meters)    1358.99  (feet)  COMP
 QP0638  MODELED GRAV-     980,586.9   (mgal)                       NAVD 88
 QP0638
 QP0638  VERT ORDER  -  SECOND    CLASS 0
 QP0638
 QP0638.The horizontal coordinates were scaled from a topographic map and have
 QP0638.an estimated accuracy of +/- 6 seconds.
 QP0638
 QP0638.The orthometric height was determined by differential leveling
 QP0638.and adjusted by the National Geodetic Survey in June 1991..
 QP0638
 QP0638.The geoid height was determined by GEOID03.
 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     -   192,870.      729,540.      MT  (+/- 180 meters Scaled)
 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: 15TUL324776(NAD 83)
 QP0638_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 QP0862 ***********************************************************************
 QP0862  DESIGNATION -  2180 G
 QP0862  PID         -  QP0862
 QP0862  STATE/COUNTY-  MN/DOUGLAS
 QP0862  USGS QUAD   -  QUAM LAKE (1966)
 QP0862
 QP0862                         *CURRENT SURVEY CONTROL
 QP0862  ___________________________________________________________________
 QP0862* NAD 83(1996)-  45 58 31.11289(N)    095 39 44.54752(W)     ADJUSTED  
 QP0862* NAVD 88     -       412.904  (meters)    1354.67   (feet)  ADJUSTED  
 QP0862  ___________________________________________________________________
 QP0862  X           -    -438,133.806 (meters)                     COMP
 QP0862  Y           -  -4,418,895.207 (meters)                     COMP
 QP0862  Z           -   4,563,618.715 (meters)                     COMP
 QP0862  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 QP0862  ELLIP HEIGHT-         386.67  (meters)          (04/26/05) GPS OBS
 QP0862  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 QP0862  DYNAMIC HT  -         412.897 (meters)    1354.65  (feet)  COMP
 QP0862  MODELED GRAV-     980,586.8   (mgal)                       NAVD 88
 QP0862
 QP0862  HORZ ORDER  -  FIRST
 QP0862  VERT ORDER  -  SECOND    CLASS 0
 QP0862  ELLP ORDER  -  THIRD     CLASS II
 QP0862
 QP0862.The horizontal coordinates were established by GPS observations
 QP0862.and adjusted by the MN DEPT OF TRANSP in April 2005..
 QP0862
 QP0862.The orthometric height was determined by differential leveling
 QP0862.and adjusted by the National Geodetic Survey in June 1991..
 QP0862
 QP0862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0862
 QP0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP0862
 QP0862.The ellipsoidal height was determined by GPS observations
 QP0862.and is referenced to NAD 83.
 QP0862
 QP0862.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP0862;SPC MN C     -   209,377.539   690,556.363   MT  0.99994161   -1 01 18.1
 QP0862;UTM  15      - 5,094,750.875   293,756.953   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  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: 15TTL9375794751(NAD 83)
 QP0862_MARKER: DB = BENCH MARK DISK
 QP0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0862_SP_SET: MONUMENT
 QP0862_STAMPING: 2180 G 1966
 QP0862_MARK LOGO: MNDT  
 QP0862_PROJECTION: FLUSH
 QP0862_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0862+STABILITY: SURFACE MOTION
 QP0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0862+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2004
 QP0862
 QP0862  HISTORY     - Date     Condition        Report By
 QP0862  HISTORY     - 1966     MONUMENTED       MNDT
 QP0862  HISTORY     - 1967     GOOD             MNDT
 QP0862  HISTORY     - 20041117 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9880 ***********************************************************************
 DG9880  DESIGNATION -  2180 GG
 DG9880  PID         -  DG9880
 DG9880  STATE/COUNTY-  MN/DOUGLAS
 DG9880  USGS QUAD   -  ASHBY (1973)
 DG9880
 DG9880                         *CURRENT SURVEY CONTROL
 DG9880  ___________________________________________________________________
 DG9880* NAD 83(1996)-  46 00 35.19903(N)    095 45 32.81127(W)     ADJUSTED  
 DG9880* NAVD 88     -       412.66   (meters)    1353.9    (feet)  LEVELING  
 DG9880  ___________________________________________________________________
 DG9880  X           -    -445,317.620 (meters)                     COMP
 DG9880  Y           -  -4,415,407.062 (meters)                     COMP
 DG9880  Z           -   4,566,280.359 (meters)                     COMP
 DG9880  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 DG9880  ELLIP HEIGHT-         386.32  (meters)          (04/26/05) GPS OBS
 DG9880  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DG9880
 DG9880  HORZ ORDER  -  FIRST
 DG9880  VERT ORDER  -  THIRD ?
 DG9880  ELLP ORDER  -  THIRD     CLASS II
 DG9880
 DG9880.The horizontal coordinates were established by GPS observations
 DG9880.and adjusted by the MN DEPT OF TRANSP in April 2005..
 DG9880
 DG9880.The orthometric height was determined by differential leveling.
 DG9880.The vertical network tie was performed by a horz. field party for horz.
 DG9880.obs reductions. Reset procedures were used to establish the elevation.
 DG9880
 DG9880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9880
 DG9880.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9880
 DG9880.The ellipsoidal height was determined by GPS observations
 DG9880.and is referenced to NAD 83.
 DG9880
 DG9880.The geoid height was determined by GEOID03.
 DG9880
 DG9880;                    North         East     Units Scale Factor Converg.
 DG9880;SPC MN C     -   213,346.064   683,133.938   MT  0.99993804   -1 05 30.0
 DG9880;UTM  15      - 5,098,835.516   286,395.844   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  =   0.99987748
 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.No superseded survey control is available for this station.
 DG9880
 DG9880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8639698836(NAD 83)
 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 - 2004
 DG9880_ROD/PIPE-DEPTH:  9.1 meters
 DG9880
 DG9880  HISTORY     - Date     Condition        Report By
 DG9880  HISTORY     - 2004     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0858 ***********************************************************************
 QP0858  DESIGNATION -  2180 H
 QP0858  PID         -  QP0858
 QP0858  STATE/COUNTY-  MN/DOUGLAS
 QP0858  USGS QUAD   -  QUAM LAKE (1966)
 QP0858
 QP0858                         *CURRENT SURVEY CONTROL
 QP0858  ___________________________________________________________________
 QP0858* NAD 83(1986)-  45 58 06.     (N)    095 38 40.     (W)     SCALED    
 QP0858* NAVD 88     -       427.955  (meters)    1404.05   (feet)  ADJUSTED  
 QP0858  ___________________________________________________________________
 QP0858  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 QP0858  DYNAMIC HT  -         427.949 (meters)    1404.03  (feet)  COMP
 QP0858  MODELED GRAV-     980,586.0   (mgal)                       NAVD 88
 QP0858
 QP0858  VERT ORDER  -  SECOND    CLASS 0
 QP0858
 QP0858.The horizontal coordinates were scaled from a topographic map and have
 QP0858.an estimated accuracy of +/- 6 seconds.
 QP0858
 QP0858.The orthometric height was determined by differential leveling
 QP0858.and adjusted by the National Geodetic Survey in June 1991..
 QP0858
 QP0858.The geoid height was determined by GEOID03.
 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     -   208,580.      691,930.      MT  (+/- 180 meters Scaled)
 QP0858
 QP0858                          SUPERSEDED SURVEY CONTROL
 QP0858
 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: 15TTL951939(NAD 83)
 QP0858_MARKER: DD = SURVEY DISK
 QP0858_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0858_SP_SET: BRIDGE
 QP0858_STAMPING: 2180 H 1966
 QP0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0858
 QP0858  HISTORY     - Date     Condition        Report By
 QP0858  HISTORY     - 1966     MONUMENTED       MNDT
 QP0858  HISTORY     - 1967     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0857 ***********************************************************************
 QP0857  DESIGNATION -  2180 J
 QP0857  PID         -  QP0857
 QP0857  STATE/COUNTY-  MN/DOUGLAS
 QP0857  USGS QUAD   -  QUAM LAKE (1966)
 QP0857
 QP0857                         *CURRENT SURVEY CONTROL
 QP0857  ___________________________________________________________________
 QP0857* NAD 83(1986)-  45 57 48.     (N)    095 37 40.     (W)     SCALED    
 QP0857* NAVD 88     -       414.821  (meters)    1360.96   (feet)  ADJUSTED  
 QP0857  ___________________________________________________________________
 QP0857  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 QP0857  DYNAMIC HT  -         414.813 (meters)    1360.93  (feet)  COMP
 QP0857  MODELED GRAV-     980,585.2   (mgal)                       NAVD 88
 QP0857
 QP0857  VERT ORDER  -  SECOND    CLASS 0
 QP0857
 QP0857.The horizontal coordinates were scaled from a topographic map and have
 QP0857.an estimated accuracy of +/- 6 seconds.
 QP0857
 QP0857.The orthometric height was determined by differential leveling
 QP0857.and adjusted by the National Geodetic Survey in June 1991..
 QP0857
 QP0857.The geoid height was determined by GEOID03.
 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     -   208,000.      693,210.      MT  (+/- 180 meters Scaled)
 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: 15TTL963933(NAD 83)
 QP0857_MARKER: DD = SURVEY DISK
 QP0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0857_SP_SET: MONUMENT
 QP0857_STAMPING: 2180 J 1966
 QP0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0857
 QP0857  HISTORY     - Date     Condition        Report By
 QP0857  HISTORY     - 1966     MONUMENTED       MNDT
 QP0857  HISTORY     - 1967     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0856 ***********************************************************************
 QP0856  DESIGNATION -  2180 K
 QP0856  PID         -  QP0856
 QP0856  STATE/COUNTY-  MN/DOUGLAS
 QP0856  USGS QUAD   -  BRANDON (1977)
 QP0856
 QP0856                         *CURRENT SURVEY CONTROL
 QP0856  ___________________________________________________________________
 QP0856* NAD 83(1986)-  45 57 19.     (N)    095 36 59.     (W)     SCALED    
 QP0856* NAVD 88     -       417.820  (meters)    1370.80   (feet)  ADJUSTED  
 QP0856  ___________________________________________________________________
 QP0856  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 QP0856  DYNAMIC HT  -         417.812 (meters)    1370.77  (feet)  COMP
 QP0856  MODELED GRAV-     980,584.8   (mgal)                       NAVD 88
 QP0856
 QP0856  VERT ORDER  -  SECOND    CLASS 0
 QP0856
 QP0856.The horizontal coordinates were scaled from a topographic map and have
 QP0856.an estimated accuracy of +/- 6 seconds.
 QP0856
 QP0856.The orthometric height was determined by differential leveling
 QP0856.and adjusted by the National Geodetic Survey in June 1991..
 QP0856
 QP0856.The geoid height was determined by GEOID03.
 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     -   207,090.      694,080.      MT  (+/- 180 meters Scaled)
 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: 15TTL972924(NAD 83)
 QP0856_MARKER: DD = SURVEY DISK
 QP0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 QP0852 ***********************************************************************
 QP0852  DESIGNATION -  2180 L
 QP0852  PID         -  QP0852
 QP0852  STATE/COUNTY-  MN/DOUGLAS
 QP0852  USGS QUAD   -  BRANDON (1977)
 QP0852
 QP0852                         *CURRENT SURVEY CONTROL
 QP0852  ___________________________________________________________________
 QP0852* NAD 83(1986)-  45 56 48.     (N)    095 36 03.     (W)     SCALED    
 QP0852* NAVD 88     -       426.872  (meters)    1400.50   (feet)  ADJUSTED  
 QP0852  ___________________________________________________________________
 QP0852  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 QP0852  DYNAMIC HT  -         426.865 (meters)    1400.47  (feet)  COMP
 QP0852  MODELED GRAV-     980,584.6   (mgal)                       NAVD 88
 QP0852
 QP0852  VERT ORDER  -  SECOND    CLASS 0
 QP0852
 QP0852.The horizontal coordinates were scaled from a topographic map and have
 QP0852.an estimated accuracy of +/- 6 seconds.
 QP0852
 QP0852.The orthometric height was determined by differential leveling
 QP0852.and adjusted by the National Geodetic Survey in June 1991..
 QP0852
 QP0852.The geoid height was determined by GEOID03.
 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     -   206,110.      695,270.      MT  (+/- 180 meters Scaled)
 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: 15TTL984914(NAD 83)
 QP0852_MARKER: DD = SURVEY DISK
 QP0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 QP0851 ***********************************************************************
 QP0851  DESIGNATION -  2180 M
 QP0851  PID         -  QP0851
 QP0851  STATE/COUNTY-  MN/DOUGLAS
 QP0851  USGS QUAD   -  BRANDON (1977)
 QP0851
 QP0851                         *CURRENT SURVEY CONTROL
 QP0851  ___________________________________________________________________
 QP0851* NAD 83(1986)-  45 56 50.     (N)    095 36 06.     (W)     SCALED    
 QP0851* NAVD 88     -       422.745  (meters)    1386.96   (feet)  ADJUSTED  
 QP0851  ___________________________________________________________________
 QP0851  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 QP0851  DYNAMIC HT  -         422.737 (meters)    1386.93  (feet)  COMP
 QP0851  MODELED GRAV-     980,584.6   (mgal)                       NAVD 88
 QP0851
 QP0851  VERT ORDER  -  SECOND    CLASS 0
 QP0851
 QP0851.The horizontal coordinates were scaled from a topographic map and have
 QP0851.an estimated accuracy of +/- 6 seconds.
 QP0851
 QP0851.The orthometric height was determined by differential leveling
 QP0851.and adjusted by the National Geodetic Survey in June 1991..
 QP0851
 QP0851.The geoid height was determined by GEOID03.
 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     -   206,170.      695,210.      MT  (+/- 180 meters Scaled)
 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: 15TTL983914(NAD 83)
 QP0851_MARKER: DD = SURVEY DISK
 QP0851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 QP0850 ***********************************************************************
 QP0850  DESIGNATION -  2180 N
 QP0850  PID         -  QP0850
 QP0850  STATE/COUNTY-  MN/DOUGLAS
 QP0850  USGS QUAD   -  BRANDON (1977)
 QP0850
 QP0850                         *CURRENT SURVEY CONTROL
 QP0850  ___________________________________________________________________
 QP0850* NAD 83(1986)-  45 56 14.     (N)    095 35 05.     (W)     SCALED    
 QP0850* NAVD 88     -       428.210  (meters)    1404.89   (feet)  ADJUSTED  
 QP0850  ___________________________________________________________________
 QP0850  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 QP0850  DYNAMIC HT  -         428.203 (meters)    1404.86  (feet)  COMP
 QP0850  MODELED GRAV-     980,585.3   (mgal)                       NAVD 88
 QP0850
 QP0850  VERT ORDER  -  SECOND    CLASS 0
 QP0850
 QP0850.The horizontal coordinates were scaled from a topographic map and have
 QP0850.an estimated accuracy of +/- 6 seconds.
 QP0850
 QP0850.The orthometric height was determined by differential leveling
 QP0850.and adjusted by the National Geodetic Survey in June 1991..
 QP0850
 QP0850.The geoid height was determined by GEOID03.
 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     -   205,040.      696,500.      MT  (+/- 180 meters Scaled)
 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: 15TTL996903(NAD 83)
 QP0850_MARKER: DD = SURVEY DISK
 QP0850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 QP0849 ***********************************************************************
 QP0849  DESIGNATION -  2180 P
 QP0849  PID         -  QP0849
 QP0849  STATE/COUNTY-  MN/DOUGLAS
 QP0849  USGS QUAD   -  BRANDON (1977)
 QP0849
 QP0849                         *CURRENT SURVEY CONTROL
 QP0849  ___________________________________________________________________
 QP0849* NAD 83(1986)-  45 55 40.     (N)    095 34 18.     (W)     SCALED    
 QP0849* NAVD 88     -       428.226  (meters)    1404.94   (feet)  ADJUSTED  
 QP0849  ___________________________________________________________________
 QP0849  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 QP0849  DYNAMIC HT  -         428.219 (meters)    1404.92  (feet)  COMP
 QP0849  MODELED GRAV-     980,586.3   (mgal)                       NAVD 88
 QP0849
 QP0849  VERT ORDER  -  SECOND    CLASS 0
 QP0849
 QP0849.The horizontal coordinates were scaled from a topographic map and have
 QP0849.an estimated accuracy of +/- 6 seconds.
 QP0849
 QP0849.The orthometric height was determined by differential leveling
 QP0849.and adjusted by the National Geodetic Survey in June 1991..
 QP0849
 QP0849.The geoid height was determined by GEOID03.
 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     -   203,970.      697,500.      MT  (+/- 180 meters Scaled)
 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: 15TUL006892(NAD 83)
 QP0849_MARKER: DD = SURVEY DISK
 QP0849_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 QP0676 ***********************************************************************
 QP0676  DESIGNATION -  2180 Q
 QP0676  PID         -  QP0676
 QP0676  STATE/COUNTY-  MN/DOUGLAS
 QP0676  USGS QUAD   -  BRANDON (1977)
 QP0676
 QP0676                         *CURRENT SURVEY CONTROL
 QP0676  ___________________________________________________________________
 QP0676* NAD 83(1986)-  45 55 09.     (N)    095 33 26.     (W)     SCALED    
 QP0676* NAVD 88     -       432.872  (meters)    1420.18   (feet)  ADJUSTED  
 QP0676  ___________________________________________________________________
 QP0676  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 QP0676  DYNAMIC HT  -         432.866 (meters)    1420.16  (feet)  COMP
 QP0676  MODELED GRAV-     980,587.7   (mgal)                       NAVD 88
 QP0676
 QP0676  VERT ORDER  -  SECOND    CLASS 0
 QP0676
 QP0676.The horizontal coordinates were scaled from a topographic map and have
 QP0676.an estimated accuracy of +/- 6 seconds.
 QP0676
 QP0676.The orthometric height was determined by differential leveling
 QP0676.and adjusted by the National Geodetic Survey in June 1991..
 QP0676
 QP0676.The geoid height was determined by GEOID03.
 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     -   203,000.      698,600.      MT  (+/- 180 meters Scaled)
 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: 15TUL017882(NAD 83)
 QP0676_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 QP0675 ***********************************************************************
 QP0675  DESIGNATION -  2180 R
 QP0675  PID         -  QP0675
 QP0675  STATE/COUNTY-  MN/DOUGLAS
 QP0675  USGS QUAD   -  BRANDON (1977)
 QP0675
 QP0675                         *CURRENT SURVEY CONTROL
 QP0675  ___________________________________________________________________
 QP0675* NAD 83(1986)-  45 54 42.     (N)    095 32 32.     (W)     SCALED    
 QP0675* NAVD 88     -       432.343  (meters)    1418.45   (feet)  ADJUSTED  
 QP0675  ___________________________________________________________________
 QP0675  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 QP0675  DYNAMIC HT  -         432.338 (meters)    1418.43  (feet)  COMP
 QP0675  MODELED GRAV-     980,589.3   (mgal)                       NAVD 88
 QP0675
 QP0675  VERT ORDER  -  SECOND    CLASS 0
 QP0675
 QP0675.The horizontal coordinates were scaled from a topographic map and have
 QP0675.an estimated accuracy of +/- 6 seconds.
 QP0675
 QP0675.The orthometric height was determined by differential leveling
 QP0675.and adjusted by the National Geodetic Survey in June 1991..
 QP0675
 QP0675.The geoid height was determined by GEOID03.
 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     -   202,150.      699,750.      MT  (+/- 180 meters Scaled)
 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: 15TUL028873(NAD 83)
 QP0675_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0675+STABILITY: SURFACE MOTION
 QP0675
 QP0675  HISTORY     - Date     Condition        Report By
 QP0675  HISTORY     - 1966     MONUMENTED       MNDT
 QP0675  HISTORY     - 1967     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0674 ***********************************************************************
 QP0674  DESIGNATION -  2180 S
 QP0674  PID         -  QP0674
 QP0674  STATE/COUNTY-  MN/DOUGLAS
 QP0674  USGS QUAD   -  BRANDON (1977)
 QP0674
 QP0674                         *CURRENT SURVEY CONTROL
 QP0674  ___________________________________________________________________
 QP0674* NAD 83(1986)-  45 54 16.     (N)    095 31 32.     (W)     SCALED    
 QP0674* NAVD 88     -       427.934  (meters)    1403.98   (feet)  ADJUSTED  
 QP0674  ___________________________________________________________________
 QP0674  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 QP0674  DYNAMIC HT  -         427.929 (meters)    1403.96  (feet)  COMP
 QP0674  MODELED GRAV-     980,591.2   (mgal)                       NAVD 88
 QP0674
 QP0674  VERT ORDER  -  SECOND    CLASS 0
 QP0674
 QP0674.The horizontal coordinates were scaled from a topographic map and have
 QP0674.an estimated accuracy of +/- 6 seconds.
 QP0674
 QP0674.The orthometric height was determined by differential leveling
 QP0674.and adjusted by the National Geodetic Survey in June 1991..
 QP0674
 QP0674.The geoid height was determined by GEOID03.
 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     -   201,320.      701,030.      MT  (+/- 180 meters Scaled)
 QP0674
 QP0674                          SUPERSEDED SURVEY CONTROL
 QP0674
 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: 15TUL041865(NAD 83)
 QP0674_MARKER: DD = SURVEY DISK
 QP0674_SETTING: 0 = UNSPECIFIED SETTING
 QP0674_STAMPING: 2180-S 1966
 QP0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0674
 QP0674  HISTORY     - Date     Condition        Report By
 QP0674  HISTORY     - 1966     MONUMENTED       MNDT
 QP0674  HISTORY     - 1967     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0670 ***********************************************************************
 QP0670  DESIGNATION -  2180 S 1
 QP0670  PID         -  QP0670
 QP0670  STATE/COUNTY-  MN/DOUGLAS
 QP0670  USGS QUAD   -  BRANDON (1977)
 QP0670
 QP0670                         *CURRENT SURVEY CONTROL
 QP0670  ___________________________________________________________________
 QP0670* NAD 83(1986)-  45 53 24.     (N)    095 30 37.     (W)     SCALED    
 QP0670* NAVD 88     -       428.738  (meters)    1406.62   (feet)  ADJUSTED  
 QP0670  ___________________________________________________________________
 QP0670  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 QP0670  DYNAMIC HT  -         428.733 (meters)    1406.60  (feet)  COMP
 QP0670  MODELED GRAV-     980,592.0   (mgal)                       NAVD 88
 QP0670
 QP0670  VERT ORDER  -  SECOND    CLASS 0
 QP0670
 QP0670.The horizontal coordinates were scaled from a topographic map and have
 QP0670.an estimated accuracy of +/- 6 seconds.
 QP0670
 QP0670.The orthometric height was determined by differential leveling
 QP0670.and adjusted by the National Geodetic Survey in June 1991..
 QP0670
 QP0670.The geoid height was determined by GEOID03.
 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     -   199,700.      702,190.      MT  (+/- 180 meters Scaled)
 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: 15TUL052848(NAD 83)
 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-S1 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 = OCTOBER  6, 2006
 QP0669 ***********************************************************************
 QP0669  DESIGNATION -  2180 T
 QP0669  PID         -  QP0669
 QP0669  STATE/COUNTY-  MN/DOUGLAS
 QP0669  USGS QUAD   -  ALEXANDRIA WEST (1994)
 QP0669
 QP0669                         *CURRENT SURVEY CONTROL
 QP0669  ___________________________________________________________________
 QP0669* NAD 83(1986)-  45 52 50.     (N)    095 29 14.     (W)     SCALED    
 QP0669* NAVD 88     -       423.334  (meters)    1388.89   (feet)  ADJUSTED  
 QP0669  ___________________________________________________________________
 QP0669  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 QP0669  DYNAMIC HT  -         423.330 (meters)    1388.88  (feet)  COMP
 QP0669  MODELED GRAV-     980,594.3   (mgal)                       NAVD 88
 QP0669
 QP0669  VERT ORDER  -  SECOND    CLASS 0
 QP0669
 QP0669.The horizontal coordinates were scaled from a topographic map and have
 QP0669.an estimated accuracy of +/- 6 seconds.
 QP0669
 QP0669.The orthometric height was determined by differential leveling
 QP0669.and adjusted by the National Geodetic Survey in June 1991..
 QP0669
 QP0669.The geoid height was determined by GEOID03.
 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     -   198,620.      703,960.      MT  (+/- 180 meters Scaled)
 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: 15TUL069837(NAD 83)
 QP0669_MARKER: DD = SURVEY DISK
 QP0669_SETTING: 0 = UNSPECIFIED SETTING
 QP0669_STAMPING: 2180-T 1966
 QP0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0669
 QP0669  HISTORY     - Date     Condition        Report By
 QP0669  HISTORY     - 1966     MONUMENTED       MNDT
 QP0669  HISTORY     - 1967     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0668 ***********************************************************************
 QP0668  DESIGNATION -  2180 U
 QP0668  PID         -  QP0668
 QP0668  STATE/COUNTY-  MN/DOUGLAS
 QP0668  USGS QUAD   -  LAKE MARY (1966)
 QP0668
 QP0668                         *CURRENT SURVEY CONTROL
 QP0668  ___________________________________________________________________
 QP0668* NAD 83(1986)-  45 52 28.     (N)    095 28 08.     (W)     SCALED    
 QP0668* NAVD 88     -       423.612  (meters)    1389.80   (feet)  ADJUSTED  
 QP0668  ___________________________________________________________________
 QP0668  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 QP0668  DYNAMIC HT  -         423.609 (meters)    1389.79  (feet)  COMP
 QP0668  MODELED GRAV-     980,594.2   (mgal)                       NAVD 88
 QP0668
 QP0668  VERT ORDER  -  SECOND    CLASS 0
 QP0668
 QP0668.The horizontal coordinates were scaled from a topographic map and have
 QP0668.an estimated accuracy of +/- 6 seconds.
 QP0668
 QP0668.The orthometric height was determined by differential leveling
 QP0668.and adjusted by the National Geodetic Survey in June 1991..
 QP0668
 QP0668.The geoid height was determined by GEOID03.
 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     -   197,920.      705,380.      MT  (+/- 180 meters Scaled)
 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: 15TUL083830(NAD 83)
 QP0668_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0668+STABILITY: SURFACE MOTION
 QP0668
 QP0668  HISTORY     - Date     Condition        Report By
 QP0668  HISTORY     - 1966     MONUMENTED       MNDT
 QP0668  HISTORY     - 1967     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0667 ***********************************************************************
 QP0667  DESIGNATION -  2180 U 1
 QP0667  PID         -  QP0667
 QP0667  STATE/COUNTY-  MN/DOUGLAS
 QP0667  USGS QUAD   -  LAKE MARY (1966)
 QP0667
 QP0667                         *CURRENT SURVEY CONTROL
 QP0667  ___________________________________________________________________
 QP0667* NAD 83(1986)-  45 52 14.     (N)    095 26 59.     (W)     SCALED    
 QP0667* NAVD 88     -       427.107  (meters)    1401.27   (feet)  ADJUSTED  
 QP0667  ___________________________________________________________________
 QP0667  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 QP0667  DYNAMIC HT  -         427.104 (meters)    1401.26  (feet)  COMP
 QP0667  MODELED GRAV-     980,594.0   (mgal)                       NAVD 88
 QP0667
 QP0667  VERT ORDER  -  SECOND    CLASS 0
 QP0667
 QP0667.The horizontal coordinates were scaled from a topographic map and have
 QP0667.an estimated accuracy of +/- 6 seconds.
 QP0667
 QP0667.The orthometric height was determined by differential leveling
 QP0667.and adjusted by the National Geodetic Survey in June 1991..
 QP0667
 QP0667.The geoid height was determined by GEOID03.
 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     -   197,460.      706,860.      MT  (+/- 180 meters Scaled)
 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: 15TUL098825(NAD 83)
 QP0667_MARKER: DD = SURVEY DISK
 QP0667_SETTING: 0 = UNSPECIFIED SETTING
 QP0667_STAMPING: 2180-U1 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 = OCTOBER  6, 2006
 QP0666 ***********************************************************************
 QP0666  DESIGNATION -  2180 V
 QP0666  PID         -  QP0666
 QP0666  STATE/COUNTY-  MN/DOUGLAS
 QP0666  USGS QUAD   -  LAKE MARY (1966)
 QP0666
 QP0666                         *CURRENT SURVEY CONTROL
 QP0666  ___________________________________________________________________
 QP0666* NAD 83(1986)-  45 51 52.     (N)    095 26 04.     (W)     SCALED    
 QP0666* NAVD 88     -       419.102  (meters)    1375.00   (feet)  ADJUSTED  
 QP0666  ___________________________________________________________________
 QP0666  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 QP0666  DYNAMIC HT  -         419.099 (meters)    1374.99  (feet)  COMP
 QP0666  MODELED GRAV-     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
 QP0666.and adjusted by the National Geodetic Survey in June 1991..
 QP0666
 QP0666.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QP0666_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 QP0664 ***********************************************************************
 QP0664  DESIGNATION -  2180 W
 QP0664  PID         -  QP0664
 QP0664  STATE/COUNTY-  MN/DOUGLAS
 QP0664  USGS QUAD   -  LAKE MARY (1966)
 QP0664
 QP0664                         *CURRENT SURVEY CONTROL
 QP0664  ___________________________________________________________________
 QP0664* NAD 83(1986)-  45 51 37.     (N)    095 25 41.     (W)     SCALED    
 QP0664* NAVD 88     -       431.233  (meters)    1414.80   (feet)  ADJUSTED  
 QP0664  ___________________________________________________________________
 QP0664  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 QP0664  DYNAMIC HT  -         431.230 (meters)    1414.79  (feet)  COMP
 QP0664  MODELED GRAV-     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
 QP0664.and adjusted by the National Geodetic Survey in June 1991..
 QP0664
 QP0664.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0665 ***********************************************************************
 QP0665  DESIGNATION -  2180 W 1
 QP0665  PID         -  QP0665
 QP0665  STATE/COUNTY-  MN/DOUGLAS
 QP0665  USGS QUAD   -  LAKE MARY (1966)
 QP0665
 QP0665                         *CURRENT SURVEY CONTROL
 QP0665  ___________________________________________________________________
 QP0665* NAD 83(1986)-  45 51 39.     (N)    095 25 42.     (W)     SCALED    
 QP0665* NAVD 88     -       432.359  (meters)    1418.50   (feet)  ADJUSTED  
 QP0665  ___________________________________________________________________
 QP0665  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 QP0665  DYNAMIC HT  -         432.355 (meters)    1418.48  (feet)  COMP
 QP0665  MODELED GRAV-     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
 QP0665.and adjusted by the National Geodetic Survey in June 1995..
 QP0665
 QP0665.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 QP0663 ***********************************************************************
 QP0663  DESIGNATION -  2180 X
 QP0663  PID         -  QP0663
 QP0663  STATE/COUNTY-  MN/DOUGLAS
 QP0663  USGS QUAD   -  LAKE MARY (1966)
 QP0663
 QP0663                         *CURRENT SURVEY CONTROL
 QP0663  ___________________________________________________________________
 QP0663* NAD 83(1986)-  45 51 03.     (N)    095 24 28.     (W)     SCALED    
 QP0663* NAVD 88     -       435.428  (meters)    1428.57   (feet)  ADJUSTED  
 QP0663  ___________________________________________________________________
 QP0663  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 QP0663  DYNAMIC HT  -         435.424 (meters)    1428.55  (feet)  COMP
 QP0663  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 QP0663
 QP0663  VERT ORDER  -  SECOND    CLASS 0
 QP0663
 QP0663.The horizontal coordinates were scaled from a topographic map and have
 QP0663.an estimated accuracy of +/- 6 seconds.
 QP0663
 QP0663.The orthometric height was determined by differential leveling
 QP0663.and adjusted by the National Geodetic Survey in June 1991..
 QP0663
 QP0663.The geoid height was determined by GEOID03.
 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     -   195,220.      710,080.      MT  (+/- 180 meters Scaled)
 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: 15TUL130802(NAD 83)
 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 = OCTOBER  6, 2006
 QP0662 ***********************************************************************
 QP0662  DESIGNATION -  2180 Y
 QP0662  PID         -  QP0662
 QP0662  STATE/COUNTY-  MN/DOUGLAS
 QP0662  USGS QUAD   -  LAKE MARY (1966)
 QP0662
 QP0662                         *CURRENT SURVEY CONTROL
 QP0662  ___________________________________________________________________
 QP0662* NAD 83(1986)-  45 50 35.     (N)    095 23 15.     (W)     SCALED    
 QP0662* NAVD 88     -       439.981  (meters)    1443.50   (feet)  ADJUSTED  
 QP0662  ___________________________________________________________________
 QP0662  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 QP0662  DYNAMIC HT  -         439.976 (meters)    1443.49  (feet)  COMP
 QP0662  MODELED GRAV-     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
 QP0662.and adjusted by the National Geodetic Survey in June 1991..
 QP0662
 QP0662.The geoid height was determined by GEOID03.
 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_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 - September 21, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0661 ***********************************************************************
 QP0661  DESIGNATION -  2180 Y 1
 QP0661  PID         -  QP0661
 QP0661  STATE/COUNTY-  MN/DOUGLAS
 QP0661  USGS QUAD   -  LAKE MARY (1966)
 QP0661
 QP0661                         *CURRENT SURVEY CONTROL
 QP0661  ___________________________________________________________________
 QP0661* NAD 83(1986)-  45 50 44.     (N)    095 23 07.     (W)     SCALED    
 QP0661* NAVD 88     -       438.048  (meters)    1437.16   (feet)  ADJUSTED  
 QP0661  ___________________________________________________________________
 QP0661  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 QP0661  DYNAMIC HT  -         438.043 (meters)    1437.15  (feet)  COMP
 QP0661  MODELED GRAV-     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
 QP0661.and adjusted by the National Geodetic Survey in June 1991..
 QP0661
 QP0661.The geoid height was determined by GEOID03.
 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_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 Y1 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 = OCTOBER  6, 2006
 QP0658 ***********************************************************************
 QP0658  DESIGNATION -  2180 Z
 QP0658  PID         -  QP0658
 QP0658  STATE/COUNTY-  MN/DOUGLAS
 QP0658  USGS QUAD   -  FORADA (1994)
 QP0658
 QP0658                         *CURRENT SURVEY CONTROL
 QP0658  ___________________________________________________________________
 QP0658* NAD 83(1986)-  45 50 15.     (N)    095 21 59.     (W)     SCALED    
 QP0658* NAVD 88     -       440.575  (meters)    1445.45   (feet)  ADJUSTED  
 QP0658  ___________________________________________________________________
 QP0658  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 QP0658  DYNAMIC HT  -         440.570 (meters)    1445.44  (feet)  COMP
 QP0658  MODELED GRAV-     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
 QP0658.and adjusted by the National Geodetic Survey in June 1991..
 QP0658
 QP0658.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QP0658_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 QP0659 ***********************************************************************
 QP0659  DESIGNATION -  2180 Z 1
 QP0659  PID         -  QP0659
 QP0659  STATE/COUNTY-  MN/DOUGLAS
 QP0659  USGS QUAD   -  FORADA (1994)
 QP0659
 QP0659                         *CURRENT SURVEY CONTROL
 QP0659  ___________________________________________________________________
 QP0659* NAD 83(1986)-  45 50 20.     (N)    095 22 02.     (W)     SCALED    
 QP0659* NAVD 88     -       433.085  (meters)    1420.88   (feet)  ADJUSTED  
 QP0659  ___________________________________________________________________
 QP0659  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 QP0659  DYNAMIC HT  -         433.080 (meters)    1420.86  (feet)  COMP
 QP0659  MODELED GRAV-     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
 QP0659.and adjusted by the National Geodetic Survey in June 1991..
 QP0659
 QP0659.The geoid height was determined by GEOID03.
 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_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-Z1 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 = OCTOBER  6, 2006
 DF5921 ***********************************************************************
 DF5921  DESIGNATION -  22
 DF5921  PID         -  DF5921
 DF5921  STATE/COUNTY-  MN/PINE
 DF5921  USGS QUAD   -  QUAMBA (1983)
 DF5921
 DF5921                         *CURRENT SURVEY CONTROL
 DF5921  ___________________________________________________________________
 DF5921* NAD 83(1996)-  45 58 24.83416(N)    093 08 33.75024(W)     ADJUSTED  
 DF5921* NAVD 88     -       320.5    (meters)    1052.     (feet)  GPS OBS   
 DF5921  ___________________________________________________________________
 DF5921  X           -    -243,449.515 (meters)                     COMP
 DF5921  Y           -  -4,433,958.421 (meters)                     COMP
 DF5921  Z           -   4,563,416.515 (meters)                     COMP
 DF5921  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 DF5921  ELLIP HEIGHT-         292.84  (meters)          (05/27/03) GPS OBS
 DF5921  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DF5921
 DF5921  HORZ ORDER  -  FIRST
 DF5921  ELLP ORDER  -  THIRD     CLASS I
 DF5921
 DF5921.The horizontal coordinates were established by GPS observations
 DF5921.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5921
 DF5921.The orthometric height was determined by GPS observations and a
 DF5921.high-resolution geoid model.
 DF5921
 DF5921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5921
 DF5921.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5921
 DF5921.The ellipsoidal height was determined by GPS observations
 DF5921.and is referenced to NAD 83.
 DF5921
 DF5921.The geoid height was determined by GEOID03.
 DF5921
 DF5921;                    North         East     Units Scale Factor Converg.
 DF5921;SPC MN C     -   208,807.681   885,807.509   MT  0.99994180   +0 48 03.6
 DF5921;UTM  15      - 5,091,120.293   488,944.498   MT  0.99960150   -0 06 09.4
 DF5921
 DF5921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5921!SPC MN C     -   0.99995409  x   0.99994180  =   0.99989590
 DF5921!UTM  15      -   0.99995409  x   0.99960150  =   0.99955561
 DF5921
 DF5921                          SUPERSEDED SURVEY CONTROL
 DF5921
 DF5921.No superseded survey control is available for this station.
 DF5921
 DF5921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8894491120(NAD 83)
 DF5921_MARKER: DD = SURVEY DISK
 DF5921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5921_STAMPING: NO 22
 DF5921_MARK LOGO: MN-115
 DF5921_PROJECTION: FLUSH
 DF5921_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5921+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2002
 DF5921
 DF5921  HISTORY     - Date     Condition        Report By
 DF5921  HISTORY     - 1999     MONUMENTED       MN-115
 DF5921  HISTORY     - 20021002 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8709 ***********************************************************************
 DF8709  DESIGNATION -  22
 DF8709  PID         -  DF8709
 DF8709  STATE/COUNTY-  MN/KANABEC
 DF8709  USGS QUAD   -  QUAMBA (1983)
 DF8709
 DF8709                         *CURRENT SURVEY CONTROL
 DF8709  ___________________________________________________________________
 DF8709* NAD 83(1996)-  45 56 54.65294(N)    093 11 18.78635(W)     ADJUSTED  
 DF8709* NAVD 88     -       321.3    (meters)    1054.     (feet)  GPS OBS   
 DF8709  ___________________________________________________________________
 DF8709  X           -    -247,108.492 (meters)                     COMP
 DF8709  Y           -  -4,435,761.312 (meters)                     COMP
 DF8709  Z           -   4,561,481.425 (meters)                     COMP
 DF8709  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 DF8709  ELLIP HEIGHT-         293.59  (meters)          (10/22/03) GPS OBS
 DF8709  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DF8709
 DF8709  HORZ ORDER  -  FIRST
 DF8709  ELLP ORDER  -  THIRD     CLASS II
 DF8709
 DF8709.The horizontal coordinates were established by GPS observations
 DF8709.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8709
 DF8709.The orthometric height was determined by GPS observations and a
 DF8709.high-resolution geoid model.
 DF8709
 DF8709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8709
 DF8709.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8709
 DF8709.The ellipsoidal height was determined by GPS observations
 DF8709.and is referenced to NAD 83.
 DF8709
 DF8709.The geoid height was determined by GEOID03.
 DF8709
 DF8709;                    North         East     Units Scale Factor Converg.
 DF8709;SPC MN C     -   205,975.093   882,292.491   MT  0.99994464   +0 46 04.2
 DF8709;UTM  15      - 5,088,344.430   485,386.466   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  =   0.99989862
 DF8709!UTM  15      -   0.99995398  x   0.99960263  =   0.99955662
 DF8709
 DF8709                          SUPERSEDED SURVEY CONTROL
 DF8709
 DF8709.No superseded survey control is available for this station.
 DF8709
 DF8709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8538688344(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8709+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8709
 DF8709  HISTORY     - Date     Condition        Report By
 DF8709  HISTORY     - 2001     MONUMENTED       MN-065
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0172 ***********************************************************************
 QO0172  DESIGNATION -  22 ADP
 QO0172  PID         -  QO0172
 QO0172  STATE/COUNTY-  MN/CHISAGO
 QO0172  USGS QUAD   -  ST CROIX DALLES (1978)
 QO0172
 QO0172                         *CURRENT SURVEY CONTROL
 QO0172  ___________________________________________________________________
 QO0172* NAD 83(1986)-  45 23 40.     (N)    092 40 04.     (W)     SCALED    
 QO0172* NAVD 88     -       224.359  (meters)     736.08   (feet)  ADJUSTED  
 QO0172  ___________________________________________________________________
 QO0172  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 QO0172  DYNAMIC HT  -         224.363 (meters)     736.10  (feet)  COMP
 QO0172  MODELED GRAV-     980,625.4   (mgal)                       NAVD 88
 QO0172
 QO0172  VERT ORDER  -  SECOND    CLASS I
 QO0172
 QO0172.The horizontal coordinates were scaled from a topographic map and have
 QO0172.an estimated accuracy of +/- 6 seconds.
 QO0172
 QO0172.The orthometric height was determined by differential leveling
 QO0172.and adjusted by the National Geodetic Survey in June 1991..
 QO0172
 QO0172.The geoid height was determined by GEOID03.
 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     -   145,080.      923,890.      MT  (+/- 180 meters Scaled)
 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: 15TWL260268(NAD 83)
 QO0172_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0172+STABILITY: SURFACE MOTION
 QO0172
 QO0172  HISTORY     - Date     Condition        Report By
 QO0172  HISTORY     - 1954     MONUMENTED       USGS
 QO0172  HISTORY     - 1975     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0237 ***********************************************************************
 QO0237  DESIGNATION -  22 BOLT
 QO0237  PID         -  QO0237
 QO0237  STATE/COUNTY-  MN/PINE
 QO0237  USGS QUAD   -  PINE CITY (1983)
 QO0237
 QO0237                         *CURRENT SURVEY CONTROL
 QO0237  ___________________________________________________________________
 QO0237* NAD 83(1986)-  45 45 28.     (N)    092 57 44.     (W)     SCALED    
 QO0237* NAVD 88     -       284.654  (meters)     933.90   (feet)  ADJUSTED  
 QO0237  ___________________________________________________________________
 QO0237  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 QO0237  DYNAMIC HT  -         284.652 (meters)     933.90  (feet)  COMP
 QO0237  MODELED GRAV-     980,598.9   (mgal)                       NAVD 88
 QO0237
 QO0237  VERT ORDER  -  SECOND    CLASS 0
 QO0237
 QO0237.The horizontal coordinates were scaled from a topographic map and have
 QO0237.an estimated accuracy of +/- 6 seconds.
 QO0237
 QO0237.The orthometric height was determined by differential leveling
 QO0237.and adjusted by the National Geodetic Survey in June 1991..
 QO0237
 QO0237.The geoid height was determined by GEOID03.
 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     -   185,040.      900,180.      MT  (+/- 180 meters Scaled)
 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: 15TWL029671(NAD 83)
 QO0237_MARKER: B = BOLT
 QO0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0237_SP_SET: TILE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0236 ***********************************************************************
 QO0236  DESIGNATION -  22 CAP
 QO0236  PID         -  QO0236
 QO0236  STATE/COUNTY-  MN/PINE
 QO0236  USGS QUAD   -  PINE CITY (1983)
 QO0236
 QO0236                         *CURRENT SURVEY CONTROL
 QO0236  ___________________________________________________________________
 QO0236* NAD 83(1986)-  45 45 27.     (N)    092 57 44.     (W)     SCALED    
 QO0236* NAVD 88     -       285.875  (meters)     937.91   (feet)  ADJUSTED  
 QO0236  ___________________________________________________________________
 QO0236  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 QO0236  DYNAMIC HT  -         285.872 (meters)     937.90  (feet)  COMP
 QO0236  MODELED GRAV-     980,598.9   (mgal)                       NAVD 88
 QO0236
 QO0236  VERT ORDER  -  SECOND    CLASS 0
 QO0236
 QO0236.The horizontal coordinates were scaled from a topographic map and have
 QO0236.an estimated accuracy of +/- 6 seconds.
 QO0236
 QO0236.The orthometric height was determined by differential leveling
 QO0236.and adjusted by the National Geodetic Survey in June 1991..
 QO0236
 QO0236.The geoid height was determined by GEOID03.
 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     -   185,010.      900,180.      MT  (+/- 180 meters Scaled)
 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: 15TWL029671(NAD 83)
 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_MARK LOGO: MRC   
 QO0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1856 ***********************************************************************
 QP1856  DESIGNATION -  22 DRL
 QP1856  PID         -  QP1856
 QP1856  STATE/COUNTY-  MN/DOUGLAS
 QP1856  USGS QUAD   -  FARWELL (1966)
 QP1856
 QP1856                         *CURRENT SURVEY CONTROL
 QP1856  ___________________________________________________________________
 QP1856* NAD 83(1996)-  45 50 49.29978(N)    095 31 13.04763(W)     ADJUSTED  
 QP1856* NAVD 88     -       425.464  (meters)    1395.88   (feet)  ADJUSTED  
 QP1856  ___________________________________________________________________
 QP1856  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 QP1856  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 QP1856  DYNAMIC HT  -         425.458 (meters)    1395.86  (feet)  COMP
 QP1856  MODELED GRAV-     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.No horizontal observational check was made to the station.
 QP1856
 QP1856.The orthometric height was determined by differential leveling
 QP1856.and adjusted by the National Geodetic Survey in June 1995..
 QP1856
 QP1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1856
 QP1856.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1856;SPC MN C     -   194,935.214   701,336.620   MT  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  =   0.99989543
 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: 15TUL0431380140(NAD 83)
 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 = OCTOBER  6, 2006
 PP1328 ***********************************************************************
 PP1328  DESIGNATION -  22 RDS
 PP1328  PID         -  PP1328
 PP1328  STATE/COUNTY-  MN/DAKOTA
 PP1328  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1328
 PP1328                         *CURRENT SURVEY CONTROL
 PP1328  ___________________________________________________________________
 PP1328* NAD 83(1986)-  44 46 18.     (N)    093 02 02.     (W)     SCALED    
 PP1328* NAVD 88     -       283.548  (meters)     930.27   (feet)  ADJUSTED  
 PP1328  ___________________________________________________________________
 PP1328  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 PP1328  DYNAMIC HT  -         283.532 (meters)     930.22  (feet)  COMP
 PP1328  MODELED GRAV-     980,553.0   (mgal)                       NAVD 88
 PP1328
 PP1328  VERT ORDER  -  SECOND    CLASS I
 PP1328
 PP1328.The horizontal coordinates were scaled from a topographic map and have
 PP1328.an estimated accuracy of +/- 6 seconds.
 PP1328
 PP1328.The orthometric height was determined by differential leveling
 PP1328.and adjusted by the National Geodetic Survey in August 2004..
 PP1328
 PP1328.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PP1328;SPC MN S     -   297,310.      876,470.      MT  (+/- 180 meters Scaled)
 PP1328
 PP1328                          SUPERSEDED SURVEY CONTROL
 PP1328
 PP1328  NAVD 88 (06/15/91)  283.545  (m)          930.26   (f) UNKNOWN     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: 15TVK973575(NAD 83)
 PP1328_MARKER: DD = SURVEY DISK
 PP1328_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1328_STAMPING: 22 RDS 1950
 PP1328_MARK LOGO: USGS  
 PP1328_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1328+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PR0718 ***********************************************************************
 PR0718  DESIGNATION -  22 T
 PR0718  PID         -  PR0718
 PR0718  STATE/COUNTY-  MN/LINCOLN
 PR0718  USGS QUAD   -  PORTER SW (1967)
 PR0718
 PR0718                         *CURRENT SURVEY CONTROL
 PR0718  ___________________________________________________________________
 PR0718* NAD 83(1996)-  44 30 12.61776(N)    096 11 11.32577(W)     ADJUSTED  
 PR0718* NAVD 88     -       486.02   (+/-2cm)    1594.6    (feet)  VERTCON   
 PR0718  ___________________________________________________________________
 PR0718  LAPLACE CORR-          -6.26  (seconds)                    DEFLEC99
 PR0718  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 PR0718
 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.The vertical order pertains to the NGVD 29 superseded value.
 PR0718
 PR0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 PR0718
 PR0718.The geoid height was determined by GEOID03.
 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;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  =   0.99984995
 PR0718!UTM  14      -   0.99992791  x   1.00021520  =   1.00014309
 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: 14TQQ2365731649(NAD 83)
 PR0718_MARKER: DB = BENCH MARK DISK
 PR0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0718_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 OO1378 ***********************************************************************
 OO1378  DESIGNATION -  2204 B
 OO1378  PID         -  OO1378
 OO1378  STATE/COUNTY-  MN/FARIBAULT
 OO1378  USGS QUAD   -  WELLS (1982)
 OO1378
 OO1378                         *CURRENT SURVEY CONTROL
 OO1378  ___________________________________________________________________
 OO1378* NAD 83(1986)-  43 39 53.     (N)    093 43 44.     (W)     SCALED    
 OO1378* NAVD 88     -       353.800  (meters)    1160.76   (feet)  ADJUSTED  
 OO1378  ___________________________________________________________________
 OO1378  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 OO1378  DYNAMIC HT  -         353.714 (meters)    1160.48  (feet)  COMP
 OO1378  MODELED GRAV-     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
 OO1378.and adjusted by the National Geodetic Survey in June 1991..
 OO1378
 OO1378.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1377 ***********************************************************************
 OO1377  DESIGNATION -  2204 C
 OO1377  PID         -  OO1377
 OO1377  STATE/COUNTY-  MN/FARIBAULT
 OO1377  USGS QUAD   -  WELLS (1982)
 OO1377
 OO1377                         *CURRENT SURVEY CONTROL
 OO1377  ___________________________________________________________________
 OO1377* NAD 83(1986)-  43 40 30.     (N)    093 43 41.     (W)     SCALED    
 OO1377* NAVD 88     -       351.091  (meters)    1151.87   (feet)  ADJUSTED  
 OO1377  ___________________________________________________________________
 OO1377  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 OO1377  DYNAMIC HT  -         351.005 (meters)    1151.59  (feet)  COMP
 OO1377  MODELED GRAV-     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
 OO1377.and adjusted by the National Geodetic Survey in June 1991..
 OO1377
 OO1377.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1376 ***********************************************************************
 OO1376  DESIGNATION -  2204 D
 OO1376  PID         -  OO1376
 OO1376  STATE/COUNTY-  MN/FARIBAULT
 OO1376  USGS QUAD   -  WELLS (1982)
 OO1376
 OO1376                         *CURRENT SURVEY CONTROL
 OO1376  ___________________________________________________________________
 OO1376* NAD 83(1986)-  43 41 21.     (N)    093 43 46.     (W)     SCALED    
 OO1376* NAVD 88     -       355.264  (meters)    1165.56   (feet)  ADJUSTED  
 OO1376  ___________________________________________________________________
 OO1376  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 OO1376  DYNAMIC HT  -         355.178 (meters)    1165.28  (feet)  COMP
 OO1376  MODELED GRAV-     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
 OO1376.and adjusted by the National Geodetic Survey in June 1991..
 OO1376
 OO1376.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1375 ***********************************************************************
 OO1375  DESIGNATION -  2204 E
 OO1375  PID         -  OO1375
 OO1375  STATE/COUNTY-  MN/FARIBAULT
 OO1375  USGS QUAD   -  WELLS (1982)
 OO1375
 OO1375                         *CURRENT SURVEY CONTROL
 OO1375  ___________________________________________________________________
 OO1375* NAD 83(1986)-  43 42 10.     (N)    093 43 37.     (W)     SCALED    
 OO1375* NAVD 88     -       352.493  (meters)    1156.47   (feet)  ADJUSTED  
 OO1375  ___________________________________________________________________
 OO1375  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 OO1375  DYNAMIC HT  -         352.408 (meters)    1156.19  (feet)  COMP
 OO1375  MODELED GRAV-     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
 OO1375.and adjusted by the National Geodetic Survey in June 1991..
 OO1375
 OO1375.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1373 ***********************************************************************
 OO1373  DESIGNATION -  2204 F
 OO1373  PID         -  OO1373
 OO1373  STATE/COUNTY-  MN/FARIBAULT
 OO1373  USGS QUAD   -  WELLS (1982)
 OO1373
 OO1373                         *CURRENT SURVEY CONTROL
 OO1373  ___________________________________________________________________
 OO1373* NAD 83(1986)-  43 42 51.     (N)    093 43 43.     (W)     SCALED    
 OO1373* NAVD 88     -       357.255  (meters)    1172.09   (feet)  ADJUSTED  
 OO1373  ___________________________________________________________________
 OO1373  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 OO1373  DYNAMIC HT  -         357.169 (meters)    1171.81  (feet)  COMP
 OO1373  MODELED GRAV-     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
 OO1373.and adjusted by the National Geodetic Survey in June 1991..
 OO1373
 OO1373.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1372 ***********************************************************************
 OO1372  DESIGNATION -  2204 G
 OO1372  PID         -  OO1372
 OO1372  STATE/COUNTY-  MN/FARIBAULT
 OO1372  USGS QUAD   -  WELLS (1982)
 OO1372
 OO1372                         *CURRENT SURVEY CONTROL
 OO1372  ___________________________________________________________________
 OO1372* NAD 83(1986)-  43 43 30.     (N)    093 43 39.     (W)     SCALED    
 OO1372* NAVD 88     -       355.590  (meters)    1166.63   (feet)  ADJUSTED  
 OO1372  ___________________________________________________________________
 OO1372  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 OO1372  DYNAMIC HT  -         355.505 (meters)    1166.35  (feet)  COMP
 OO1372  MODELED GRAV-     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
 OO1372.and adjusted by the National Geodetic Survey in June 1991..
 OO1372
 OO1372.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1371 ***********************************************************************
 OO1371  DESIGNATION -  2204 H
 OO1371  PID         -  OO1371
 OO1371  STATE/COUNTY-  MN/FARIBAULT
 OO1371  USGS QUAD   -  WELLS (1982)
 OO1371
 OO1371                         *CURRENT SURVEY CONTROL
 OO1371  ___________________________________________________________________
 OO1371* NAD 83(1986)-  43 43 57.     (N)    093 43 43.     (W)     SCALED    
 OO1371* NAVD 88     -       354.110  (meters)    1161.78   (feet)  ADJUSTED  
 OO1371  ___________________________________________________________________
 OO1371  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 OO1371  DYNAMIC HT  -         354.026 (meters)    1161.50  (feet)  COMP
 OO1371  MODELED GRAV-     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
 OO1371.and adjusted by the National Geodetic Survey in June 1991..
 OO1371
 OO1371.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1370 ***********************************************************************
 OO1370  DESIGNATION -  2204 J
 OO1370  PID         -  OO1370
 OO1370  STATE/COUNTY-  MN/FARIBAULT
 OO1370  USGS QUAD   -  WELLS (1982)
 OO1370
 OO1370                         *CURRENT SURVEY CONTROL
 OO1370  ___________________________________________________________________
 OO1370* NAD 83(1986)-  43 44 16.     (N)    093 43 32.     (W)     SCALED    
 OO1370* NAVD 88     -       354.218  (meters)    1162.13   (feet)  ADJUSTED  
 OO1370  ___________________________________________________________________
 OO1370  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 OO1370  DYNAMIC HT  -         354.134 (meters)    1161.85  (feet)  COMP
 OO1370  MODELED GRAV-     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
 OO1370.and adjusted by the National Geodetic Survey in June 1991..
 OO1370
 OO1370.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1379 ***********************************************************************
 OO1379  DESIGNATION -  2204 K
 OO1379  PID         -  OO1379
 OO1379  STATE/COUNTY-  MN/FARIBAULT
 OO1379  USGS QUAD   -  WELLS (1982)
 OO1379
 OO1379                         *CURRENT SURVEY CONTROL
 OO1379  ___________________________________________________________________
 OO1379* NAD 83(1986)-  43 44 35.     (N)    093 43 44.     (W)     SCALED    
 OO1379* NAVD 88     -       354.245  (meters)    1162.22   (feet)  ADJUSTED  
 OO1379  ___________________________________________________________________
 OO1379  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 OO1379  DYNAMIC HT  -         354.162 (meters)    1161.95  (feet)  COMP
 OO1379  MODELED GRAV-     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
 OO1379.and adjusted by the National Geodetic Survey in June 1991..
 OO1379
 OO1379.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE9633 ***********************************************************************
 DE9633  DESIGNATION -  2205 J
 DE9633  PID         -  DE9633
 DE9633  STATE/COUNTY-  MN/FARIBAULT
 DE9633  USGS QUAD   -  WELLS (1982)
 DE9633
 DE9633                         *CURRENT SURVEY CONTROL
 DE9633  ___________________________________________________________________
 DE9633* NAD 83(1996)-  43 44 56.48756(N)    093 43 42.98203(W)     ADJUSTED  
 DE9633* NAVD 88     -       352.186  (meters)    1155.46   (feet)  ADJUSTED  
 DE9633  ___________________________________________________________________
 DE9633  X           -    -300,118.294 (meters)                     COMP
 DE9633  Y           -  -4,605,268.080 (meters)                     COMP
 DE9633  Z           -   4,388,213.214 (meters)                     COMP
 DE9633  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 DE9633  ELLIP HEIGHT-         323.02  (meters)          (01/23/03) GPS OBS
 DE9633  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DE9633  DYNAMIC HT  -         352.103 (meters)    1155.19  (feet)  COMP
 DE9633  MODELED GRAV-     980,373.3   (mgal)                       NAVD 88
 DE9633
 DE9633  HORZ ORDER  -  FIRST
 DE9633  VERT ORDER  -  SECOND    CLASS I
 DE9633  ELLP ORDER  -  THIRD     CLASS II
 DE9633
 DE9633.The horizontal coordinates were established by GPS observations
 DE9633.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9633
 DE9633.The orthometric height was determined by differential leveling
 DE9633.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9633
 DE9633.The ellipsoidal height was determined by GPS observations
 DE9633.and is referenced to NAD 83.
 DE9633
 DE9633.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9633;SPC MN S     -   183,262.950   821,859.143   MT  1.00000761   +0 11 24.8
 DE9633;UTM  15      - 4,844,256.066   441,338.904   MT  0.99964232   -0 30 13.8
 DE9633
 DE9633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9633!SPC MN S     -   0.99994935  x   1.00000761  =   0.99995696
 DE9633!UTM  15      -   0.99994935  x   0.99964232  =   0.99959169
 DE9633
 DE9633|---------------------------------------------------------------------|
 DE9633| PID    Reference Object                     Distance      Geod. Az  |
 DE9633|                                                           dddmmss.s |
 DE9633| AB6235 STOKELY                             350.127 METERS 30746     |
 DE9633|---------------------------------------------------------------------|
 DE9633
 DE9633                          SUPERSEDED SURVEY CONTROL
 DE9633
 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: 15TVJ4133944256(NAD 83)
 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 = OCTOBER  6, 2006
 DE9629 ***********************************************************************
 DE9629  DESIGNATION -  2205 K
 DE9629  PID         -  DE9629
 DE9629  STATE/COUNTY-  MN/FARIBAULT
 DE9629  USGS QUAD   -  MINNESOTA LAKE (1977)
 DE9629
 DE9629                         *CURRENT SURVEY CONTROL
 DE9629  ___________________________________________________________________
 DE9629* NAD 83(1996)-  43 50 12.89031(N)    093 49 26.52036(W)     ADJUSTED  
 DE9629* NAVD 88     -       319.415  (meters)    1047.95   (feet)  ADJUSTED  
 DE9629  ___________________________________________________________________
 DE9629  X           -    -307,335.743 (meters)                     COMP
 DE9629  Y           -  -4,597,995.039 (meters)                     COMP
 DE9629  Z           -   4,395,240.046 (meters)                     COMP
 DE9629  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 DE9629  ELLIP HEIGHT-         290.49  (meters)          (01/23/03) GPS OBS
 DE9629  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DE9629  DYNAMIC HT  -         319.346 (meters)    1047.72  (feet)  COMP
 DE9629  MODELED GRAV-     980,394.6   (mgal)                       NAVD 88
 DE9629
 DE9629  HORZ ORDER  -  FIRST
 DE9629  VERT ORDER  -  SECOND    CLASS I
 DE9629  ELLP ORDER  -  THIRD     CLASS II
 DE9629
 DE9629.The horizontal coordinates were established by GPS observations
 DE9629.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9629
 DE9629.The orthometric height was determined by differential leveling
 DE9629.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9629
 DE9629.The ellipsoidal height was determined by GPS observations
 DE9629.and is referenced to NAD 83.
 DE9629
 DE9629.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9629;SPC MN S     -   193,007.137   814,152.041   MT  0.99998882   +0 07 24.0
 DE9629;UTM  15      - 4,854,089.454   433,753.059   MT  0.99965398   -0 34 14.7
 DE9629
 DE9629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9629!SPC MN S     -   0.99995445  x   0.99998882  =   0.99994327
 DE9629!UTM  15      -   0.99995445  x   0.99965398  =   0.99960845
 DE9629
 DE9629                          SUPERSEDED SURVEY CONTROL
 DE9629
 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_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 - 1999
 DE9629_ROD/PIPE-DEPTH:  4.6 meters
 DE9629
 DE9629  HISTORY     - Date     Condition        Report By
 DE9629  HISTORY     - 1999     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8265 ***********************************************************************
 DF8265  DESIGNATION -  2205 L
 DF8265  PID         -  DF8265
 DF8265  STATE/COUNTY-  MN/FARIBAULT
 DF8265  USGS QUAD   -  MINNESOTA LAKE (1977)
 DF8265
 DF8265                         *CURRENT SURVEY CONTROL
 DF8265  ___________________________________________________________________
 DF8265* NAD 83(1986)-  43 48 44.     (N)    093 47 52.     (W)     SCALED    
 DF8265* NAVD 88     -       325.049  (meters)    1066.43   (feet)  ADJUSTED  
 DF8265  ___________________________________________________________________
 DF8265  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DF8265  DYNAMIC HT  -         324.977 (meters)    1066.20  (feet)  COMP
 DF8265  MODELED GRAV-     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
 DF8265.and adjusted by the National Geodetic Survey in August 2004..
 DF8265
 DF8265.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE9630 ***********************************************************************
 DE9630  DESIGNATION -  2205 M
 DE9630  PID         -  DE9630
 DE9630  STATE/COUNTY-  MN/FARIBAULT
 DE9630  USGS QUAD   -  MINNESOTA LAKE (1977)
 DE9630
 DE9630                         *CURRENT SURVEY CONTROL
 DE9630  ___________________________________________________________________
 DE9630* NAD 83(1996)-  43 48 15.20947(N)    093 47 21.74784(W)     ADJUSTED  
 DE9630* NAVD 88     -       327.247  (meters)    1073.64   (feet)  ADJUSTED  
 DE9630  ___________________________________________________________________
 DE9630  X           -    -304,720.873 (meters)                     COMP
 DE9630  Y           -  -4,600,695.130 (meters)                     COMP
 DE9630  Z           -   4,392,624.713 (meters)                     COMP
 DE9630  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 DE9630  ELLIP HEIGHT-         298.22  (meters)          (01/23/03) GPS OBS
 DE9630  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DE9630  DYNAMIC HT  -         327.174 (meters)    1073.40  (feet)  COMP
 DE9630  MODELED GRAV-     980,386.4   (mgal)                       NAVD 88
 DE9630
 DE9630  HORZ ORDER  -  FIRST
 DE9630  VERT ORDER  -  SECOND    CLASS I
 DE9630  ELLP ORDER  -  THIRD     CLASS II
 DE9630
 DE9630.The horizontal coordinates were established by GPS observations
 DE9630.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9630
 DE9630.The orthometric height was determined by differential leveling
 DE9630.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9630
 DE9630.The ellipsoidal height was determined by GPS observations
 DE9630.and is referenced to NAD 83.
 DE9630
 DE9630.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9630;SPC MN S     -   189,381.722   816,948.833   MT  0.99999554   +0 08 51.5
 DE9630;UTM  15      - 4,850,431.672   436,504.792   MT  0.99964959   -0 32 47.1
 DE9630
 DE9630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9630!SPC MN S     -   0.99995324  x   0.99999554  =   0.99994878
 DE9630!UTM  15      -   0.99995324  x   0.99964959  =   0.99960285
 DE9630
 DE9630                          SUPERSEDED SURVEY CONTROL
 DE9630
 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: 15TVJ3650550432(NAD 83)
 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 = OCTOBER  6, 2006
 DF8266 ***********************************************************************
 DF8266  DESIGNATION -  2205 N
 DF8266  PID         -  DF8266
 DF8266  STATE/COUNTY-  MN/FARIBAULT
 DF8266  USGS QUAD   -  MINNESOTA LAKE (1977)
 DF8266
 DF8266                         *CURRENT SURVEY CONTROL
 DF8266  ___________________________________________________________________
 DF8266* NAD 83(1986)-  43 47 52.     (N)    093 47 00.     (W)     SCALED    
 DF8266* NAVD 88     -       327.920  (meters)    1075.85   (feet)  ADJUSTED  
 DF8266  ___________________________________________________________________
 DF8266  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DF8266  DYNAMIC HT  -         327.846 (meters)    1075.61  (feet)  COMP
 DF8266  MODELED GRAV-     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
 DF8266.and adjusted by the National Geodetic Survey in August 2004..
 DF8266
 DF8266.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE9631 ***********************************************************************
 DE9631  DESIGNATION -  2205 P
 DE9631  PID         -  DE9631
 DE9631  STATE/COUNTY-  MN/FARIBAULT
 DE9631  USGS QUAD   -  MINNESOTA LAKE (1977)
 DE9631
 DE9631                         *CURRENT SURVEY CONTROL
 DE9631  ___________________________________________________________________
 DE9631* NAD 83(1996)-  43 46 44.12915(N)    093 45 51.18203(W)     ADJUSTED  
 DE9631* NAVD 88     -       337.437  (meters)    1107.07   (feet)  ADJUSTED  
 DE9631  ___________________________________________________________________
 DE9631  X           -    -302,828.992 (meters)                     COMP
 DE9631  Y           -  -4,602,777.037 (meters)                     COMP
 DE9631  Z           -   4,390,602.453 (meters)                     COMP
 DE9631  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 DE9631  ELLIP HEIGHT-         308.37  (meters)          (01/23/03) GPS OBS
 DE9631  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DE9631  DYNAMIC HT  -         337.360 (meters)    1106.82  (feet)  COMP
 DE9631  MODELED GRAV-     980,380.6   (mgal)                       NAVD 88
 DE9631
 DE9631  HORZ ORDER  -  FIRST
 DE9631  VERT ORDER  -  SECOND    CLASS I
 DE9631  ELLP ORDER  -  THIRD     CLASS II
 DE9631
 DE9631.The horizontal coordinates were established by GPS observations
 DE9631.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9631
 DE9631.The orthometric height was determined by differential leveling
 DE9631.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9631
 DE9631.The ellipsoidal height was determined by GPS observations
 DE9631.and is referenced to NAD 83.
 DE9631
 DE9631.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9631;SPC MN S     -   186,576.220   818,981.309   MT  1.00000096   +0 09 55.0
 DE9631;UTM  15      - 4,847,602.747   438,502.435   MT  0.99964652   -0 31 43.5
 DE9631
 DE9631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9631!SPC MN S     -   0.99995165  x   1.00000096  =   0.99995261
 DE9631!UTM  15      -   0.99995165  x   0.99964652  =   0.99959818
 DE9631
 DE9631                          SUPERSEDED SURVEY CONTROL
 DE9631
 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: 15TVJ3850247603(NAD 83)
 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 = OCTOBER  6, 2006
 DE9632 ***********************************************************************
 DE9632  DESIGNATION -  2205 Q
 DE9632  PID         -  DE9632
 DE9632  STATE/COUNTY-  MN/FARIBAULT
 DE9632  USGS QUAD   -  MINNESOTA LAKE (1977)
 DE9632
 DE9632                         *CURRENT SURVEY CONTROL
 DE9632  ___________________________________________________________________
 DE9632* NAD 83(1996)-  43 46 00.85911(N)    093 45 06.35269(W)     ADJUSTED  
 DE9632* NAVD 88     -       343.740  (meters)    1127.75   (feet)  ADJUSTED  
 DE9632  ___________________________________________________________________
 DE9632  X           -    -301,889.374 (meters)                     COMP
 DE9632  Y           -  -4,603,769.184 (meters)                     COMP
 DE9632  Z           -   4,389,642.414 (meters)                     COMP
 DE9632  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 DE9632  ELLIP HEIGHT-         314.62  (meters)          (01/23/03) GPS OBS
 DE9632  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DE9632  DYNAMIC HT  -         343.661 (meters)    1127.49  (feet)  COMP
 DE9632  MODELED GRAV-     980,377.9   (mgal)                       NAVD 88
 DE9632
 DE9632  HORZ ORDER  -  FIRST
 DE9632  VERT ORDER  -  SECOND    CLASS I
 DE9632  ELLP ORDER  -  THIRD     CLASS II
 DE9632
 DE9632.The horizontal coordinates were established by GPS observations
 DE9632.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9632
 DE9632.The orthometric height was determined by differential leveling
 DE9632.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE9632
 DE9632.The ellipsoidal height was determined by GPS observations
 DE9632.and is referenced to NAD 83.
 DE9632
 DE9632.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9632;SPC MN S     -   185,243.735   819,987.837   MT  1.00000360   +0 10 26.4
 DE9632;UTM  15      - 4,846,258.648   439,492.397   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  =   0.99959571
 DE9632
 DE9632                          SUPERSEDED SURVEY CONTROL
 DE9632
 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: 15TVJ3949246259(NAD 83)
 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 = OCTOBER  6, 2006
 OO1381 ***********************************************************************
 OO1381  DESIGNATION -  2206 C
 OO1381  PID         -  OO1381
 OO1381  STATE/COUNTY-  MN/FARIBAULT
 OO1381  USGS QUAD   -  WELLS (1982)
 OO1381
 OO1381                         *CURRENT SURVEY CONTROL
 OO1381  ___________________________________________________________________
 OO1381* NAD 83(1986)-  43 44 03.     (N)    093 42 07.     (W)     SCALED    
 OO1381* NAVD 88     -       354.329  (meters)    1162.49   (feet)  ADJUSTED  
 OO1381  ___________________________________________________________________
 OO1381  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 OO1381  DYNAMIC HT  -         354.244 (meters)    1162.22  (feet)  COMP
 OO1381  MODELED GRAV-     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
 OO1381.and adjusted by the National Geodetic Survey in June 1991..
 OO1381
 OO1381.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1392 ***********************************************************************
 OO1392  DESIGNATION -  2206 D
 OO1392  PID         -  OO1392
 OO1392  STATE/COUNTY-  MN/FARIBAULT
 OO1392  USGS QUAD   -  WELLS (1982)
 OO1392
 OO1392                         *CURRENT SURVEY CONTROL
 OO1392  ___________________________________________________________________
 OO1392* NAD 83(1986)-  43 43 28.     (N)    093 40 52.     (W)     SCALED    
 OO1392* NAVD 88     -       358.212  (meters)    1175.23   (feet)  ADJUSTED  
 OO1392  ___________________________________________________________________
 OO1392  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 OO1392  DYNAMIC HT  -         358.125 (meters)    1174.95  (feet)  COMP
 OO1392  MODELED GRAV-     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
 OO1392.and adjusted by the National Geodetic Survey in June 1991..
 OO1392
 OO1392.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1389 ***********************************************************************
 OO1389  DESIGNATION -  2206 E
 OO1389  PID         -  OO1389
 OO1389  STATE/COUNTY-  MN/FARIBAULT
 OO1389  USGS QUAD   -  WELLS (1982)
 OO1389
 OO1389                         *CURRENT SURVEY CONTROL
 OO1389  ___________________________________________________________________
 OO1389* NAD 83(1986)-  43 42 42.     (N)    093 39 43.     (W)     SCALED    
 OO1389* NAVD 88     -       361.246  (meters)    1185.19   (feet)  ADJUSTED  
 OO1389  ___________________________________________________________________
 OO1389  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 OO1389  DYNAMIC HT  -         361.157 (meters)    1184.90  (feet)  COMP
 OO1389  MODELED GRAV-     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
 OO1389.and adjusted by the National Geodetic Survey in June 1991..
 OO1389
 OO1389.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1229 ***********************************************************************
 OP1229  DESIGNATION -  2208 A
 OP1229  PID         -  OP1229
 OP1229  STATE/COUNTY-  MN/FARIBAULT
 OP1229  USGS QUAD   -  BLUE EARTH (1979)
 OP1229
 OP1229                         *CURRENT SURVEY CONTROL
 OP1229  ___________________________________________________________________
 OP1229* NAD 83(1986)-  43 38 45.     (N)    094 06 10.     (W)     SCALED    
 OP1229* NAVD 88     -       328.978  (meters)    1079.32   (feet)  ADJUSTED  
 OP1229  ___________________________________________________________________
 OP1229  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 OP1229  DYNAMIC HT  -         328.912 (meters)    1079.11  (feet)  COMP
 OP1229  MODELED GRAV-     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
 OP1229.and adjusted by the National Geodetic Survey in June 1991..
 OP1229
 OP1229.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1407 ***********************************************************************
 OP1407  DESIGNATION -  2208 AA
 OP1407  PID         -  OP1407
 OP1407  STATE/COUNTY-  MN/FARIBAULT
 OP1407  USGS QUAD   -  WINNEBAGO (1977)
 OP1407
 OP1407                         *CURRENT SURVEY CONTROL
 OP1407  ___________________________________________________________________
 OP1407* NAD 83(1986)-  43 49 59.     (N)    094 09 46.     (W)     SCALED    
 OP1407* NAVD 88     -       320.441  (meters)    1051.31   (feet)  ADJUSTED  
 OP1407  ___________________________________________________________________
 OP1407  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 OP1407  DYNAMIC HT  -         320.381 (meters)    1051.12  (feet)  COMP
 OP1407  MODELED GRAV-     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
 OP1407.and adjusted by the National Geodetic Survey in June 1995..
 OP1407
 OP1407.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1408 ***********************************************************************
 OP1408  DESIGNATION -  2208 AB
 OP1408  PID         -  OP1408
 OP1408  STATE/COUNTY-  MN/FARIBAULT
 OP1408  USGS QUAD   -  WINNEBAGO (1977)
 OP1408
 OP1408                         *CURRENT SURVEY CONTROL
 OP1408  ___________________________________________________________________
 OP1408* NAD 83(1986)-  43 50 35.     (N)    094 09 49.     (W)     SCALED    
 OP1408* NAVD 88     -       318.519  (meters)    1045.01   (feet)  ADJUSTED  
 OP1408  ___________________________________________________________________
 OP1408  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 OP1408  DYNAMIC HT  -         318.459 (meters)    1044.81  (feet)  COMP
 OP1408  MODELED GRAV-     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
 OP1408.and adjusted by the National Geodetic Survey in June 1995..
 OP1408
 OP1408.The geoid height was determined by GEOID03.
 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: 15TVJ064551(NAD 83)
 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 = OCTOBER  6, 2006
 OP1230 ***********************************************************************
 OP1230  DESIGNATION -  2208 B
 OP1230  PID         -  OP1230
 OP1230  STATE/COUNTY-  MN/FARIBAULT
 OP1230  USGS QUAD   -  BLUE EARTH (1979)
 OP1230
 OP1230                         *CURRENT SURVEY CONTROL
 OP1230  ___________________________________________________________________
 OP1230* NAD 83(1986)-  43 38 57.     (N)    094 06 11.     (W)     SCALED    
 OP1230* NAVD 88     -       323.105  (meters)    1060.05   (feet)  ADJUSTED  
 OP1230  ___________________________________________________________________
 OP1230  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 OP1230  DYNAMIC HT  -         323.040 (meters)    1059.84  (feet)  COMP
 OP1230  MODELED GRAV-     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
 OP1230.and adjusted by the National Geodetic Survey in June 1991..
 OP1230
 OP1230.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1406 ***********************************************************************
 OP1406  DESIGNATION -  2208 D
 OP1406  PID         -  OP1406
 OP1406  STATE/COUNTY-  MN/FARIBAULT
 OP1406  USGS QUAD   -  WINNEBAGO (1977)
 OP1406
 OP1406                         *CURRENT SURVEY CONTROL
 OP1406  ___________________________________________________________________
 OP1406* NAD 83(1986)-  43 49 22.     (N)    094 09 51.     (W)     SCALED    
 OP1406* NAVD 88     -       321.111  (meters)    1053.51   (feet)  ADJUSTED  
 OP1406  ___________________________________________________________________
 OP1406  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 OP1406  DYNAMIC HT  -         321.050 (meters)    1053.31  (feet)  COMP
 OP1406  MODELED GRAV-     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
 OP1406.and adjusted by the National Geodetic Survey in June 1995..
 OP1406
 OP1406.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1232 ***********************************************************************
 OP1232  DESIGNATION -  2208 E
 OP1232  PID         -  OP1232
 OP1232  STATE/COUNTY-  MN/FARIBAULT
 OP1232  USGS QUAD   -  BLUE EARTH (1979)
 OP1232
 OP1232                         *CURRENT SURVEY CONTROL
 OP1232  ___________________________________________________________________
 OP1232* NAD 83(1986)-  43 40 48.     (N)    094 06 36.     (W)     SCALED    
 OP1232* NAVD 88     -       331.397  (meters)    1087.26   (feet)  ADJUSTED  
 OP1232  ___________________________________________________________________
 OP1232  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 OP1232  DYNAMIC HT  -         331.329 (meters)    1087.04  (feet)  COMP
 OP1232  MODELED GRAV-     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
 OP1232.and adjusted by the National Geodetic Survey in June 1991..
 OP1232
 OP1232.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1228 ***********************************************************************
 OP1228  DESIGNATION -  2208 F
 OP1228  PID         -  OP1228
 OP1228  STATE/COUNTY-  MN/FARIBAULT
 OP1228  USGS QUAD   -  BLUE EARTH (1979)
 OP1228
 OP1228                         *CURRENT SURVEY CONTROL
 OP1228  ___________________________________________________________________
 OP1228* NAD 83(1986)-  43 38 45.     (N)    094 05 33.     (W)     SCALED    
 OP1228* NAVD 88     -       323.353  (meters)    1060.87   (feet)  ADJUSTED  
 OP1228  ___________________________________________________________________
 OP1228  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 OP1228  DYNAMIC HT  -         323.288 (meters)    1060.65  (feet)  COMP
 OP1228  MODELED GRAV-     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
 OP1228.and adjusted by the National Geodetic Survey in June 1991..
 OP1228
 OP1228.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1227 ***********************************************************************
 OP1227  DESIGNATION -  2208 G
 OP1227  PID         -  OP1227
 OP1227  STATE/COUNTY-  MN/FARIBAULT
 OP1227  USGS QUAD   -  BLUE EARTH (1979)
 OP1227
 OP1227                         *CURRENT SURVEY CONTROL
 OP1227  ___________________________________________________________________
 OP1227* NAD 83(1986)-  43 38 46.     (N)    094 05 30.     (W)     SCALED    
 OP1227* NAVD 88     -       324.954  (meters)    1066.12   (feet)  ADJUSTED  
 OP1227  ___________________________________________________________________
 OP1227  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 OP1227  DYNAMIC HT  -         324.888 (meters)    1065.90  (feet)  COMP
 OP1227  MODELED GRAV-     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
 OP1227.and adjusted by the National Geodetic Survey in June 1991..
 OP1227
 OP1227.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1227
 OP1227  HISTORY     - Date     Condition        Report By
 OP1227  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1226 ***********************************************************************
 OP1226  DESIGNATION -  2208 H
 OP1226  PID         -  OP1226
 OP1226  STATE/COUNTY-  MN/FARIBAULT
 OP1226  USGS QUAD   -  BLUE EARTH (1979)
 OP1226
 OP1226                         *CURRENT SURVEY CONTROL
 OP1226  ___________________________________________________________________
 OP1226* NAD 83(1986)-  43 39 09.     (N)    094 05 42.     (W)     SCALED    
 OP1226* NAVD 88     -       329.248  (meters)    1080.21   (feet)  ADJUSTED  
 OP1226  ___________________________________________________________________
 OP1226  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 OP1226  DYNAMIC HT  -         329.181 (meters)    1079.99  (feet)  COMP
 OP1226  MODELED GRAV-     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
 OP1226.and adjusted by the National Geodetic Survey in June 1991..
 OP1226
 OP1226.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1231 ***********************************************************************
 OP1231  DESIGNATION -  2208 J
 OP1231  PID         -  OP1231
 OP1231  STATE/COUNTY-  MN/FARIBAULT
 OP1231  USGS QUAD   -  BLUE EARTH (1979)
 OP1231
 OP1231                         *CURRENT SURVEY CONTROL
 OP1231  ___________________________________________________________________
 OP1231* NAD 83(1986)-  43 40 22.     (N)    094 06 08.     (W)     SCALED    
 OP1231* NAVD 88     -       321.986  (meters)    1056.38   (feet)  ADJUSTED  
 OP1231  ___________________________________________________________________
 OP1231  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 OP1231  DYNAMIC HT  -         321.920 (meters)    1056.17  (feet)  COMP
 OP1231  MODELED GRAV-     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
 OP1231.and adjusted by the National Geodetic Survey in June 1991..
 OP1231
 OP1231.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1233 ***********************************************************************
 OP1233  DESIGNATION -  2208 K
 OP1233  PID         -  OP1233
 OP1233  STATE/COUNTY-  MN/FARIBAULT
 OP1233  USGS QUAD   -  BLUE EARTH (1979)
 OP1233
 OP1233                         *CURRENT SURVEY CONTROL
 OP1233  ___________________________________________________________________
 OP1233* NAD 83(1986)-  43 41 06.     (N)    094 06 26.     (W)     SCALED    
 OP1233* NAVD 88     -       321.793  (meters)    1055.75   (feet)  ADJUSTED  
 OP1233  ___________________________________________________________________
 OP1233  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 OP1233  DYNAMIC HT  -         321.727 (meters)    1055.53  (feet)  COMP
 OP1233  MODELED GRAV-     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
 OP1233.and adjusted by the National Geodetic Survey in June 1991..
 OP1233
 OP1233.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1234 ***********************************************************************
 OP1234  DESIGNATION -  2208 L
 OP1234  PID         -  OP1234
 OP1234  STATE/COUNTY-  MN/FARIBAULT
 OP1234  USGS QUAD   -  BLUE EARTH (1979)
 OP1234
 OP1234                         *CURRENT SURVEY CONTROL
 OP1234  ___________________________________________________________________
 OP1234* NAD 83(1986)-  43 41 27.     (N)    094 06 52.     (W)     SCALED    
 OP1234* NAVD 88     -       326.889  (meters)    1072.47   (feet)  ADJUSTED  
 OP1234  ___________________________________________________________________
 OP1234  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 OP1234  DYNAMIC HT  -         326.822 (meters)    1072.25  (feet)  COMP
 OP1234  MODELED GRAV-     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
 OP1234.and adjusted by the National Geodetic Survey in June 1991..
 OP1234
 OP1234.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1235 ***********************************************************************
 OP1235  DESIGNATION -  2208 M
 OP1235  PID         -  OP1235
 OP1235  STATE/COUNTY-  MN/FARIBAULT
 OP1235  USGS QUAD   -  BLUE EARTH (1979)
 OP1235
 OP1235                         *CURRENT SURVEY CONTROL
 OP1235  ___________________________________________________________________
 OP1235* NAD 83(1986)-  43 41 57.     (N)    094 07 28.     (W)     SCALED    
 OP1235* NAVD 88     -       325.036  (meters)    1066.39   (feet)  ADJUSTED  
 OP1235  ___________________________________________________________________
 OP1235  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 OP1235  DYNAMIC HT  -         324.969 (meters)    1066.17  (feet)  COMP
 OP1235  MODELED GRAV-     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
 OP1235.and adjusted by the National Geodetic Survey in June 1991..
 OP1235
 OP1235.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1237 ***********************************************************************
 OP1237  DESIGNATION -  2208 N
 OP1237  PID         -  OP1237
 OP1237  STATE/COUNTY-  MN/FARIBAULT
 OP1237  USGS QUAD   -  HUNTLEY (1967)
 OP1237
 OP1237                         *CURRENT SURVEY CONTROL
 OP1237  ___________________________________________________________________
 OP1237* NAD 83(1986)-  43 42 39.     (N)    094 08 08.     (W)     SCALED    
 OP1237* NAVD 88     -       331.485  (meters)    1087.55   (feet)  ADJUSTED  
 OP1237  ___________________________________________________________________
 OP1237  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 OP1237  DYNAMIC HT  -         331.418 (meters)    1087.33  (feet)  COMP
 OP1237  MODELED GRAV-     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
 OP1237.and adjusted by the National Geodetic Survey in June 1991..
 OP1237
 OP1237.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1238 ***********************************************************************
 OP1238  DESIGNATION -  2208 P
 OP1238  PID         -  OP1238
 OP1238  STATE/COUNTY-  MN/FARIBAULT
 OP1238  USGS QUAD   -  HUNTLEY (1967)
 OP1238
 OP1238                         *CURRENT SURVEY CONTROL
 OP1238  ___________________________________________________________________
 OP1238* NAD 83(1986)-  43 43 08.     (N)    094 08 11.     (W)     SCALED    
 OP1238* NAVD 88     -       329.901  (meters)    1082.35   (feet)  ADJUSTED  
 OP1238  ___________________________________________________________________
 OP1238  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 OP1238  DYNAMIC HT  -         329.834 (meters)    1082.13  (feet)  COMP
 OP1238  MODELED GRAV-     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
 OP1238.and adjusted by the National Geodetic Survey in June 1991..
 OP1238
 OP1238.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1239 ***********************************************************************
 OP1239  DESIGNATION -  2208 Q
 OP1239  PID         -  OP1239
 OP1239  STATE/COUNTY-  MN/FARIBAULT
 OP1239  USGS QUAD   -  HUNTLEY (1967)
 OP1239
 OP1239                         *CURRENT SURVEY CONTROL
 OP1239  ___________________________________________________________________
 OP1239* NAD 83(1986)-  43 43 38.     (N)    094 08 36.     (W)     SCALED    
 OP1239* NAVD 88     -       328.506  (meters)    1077.77   (feet)  ADJUSTED  
 OP1239  ___________________________________________________________________
 OP1239  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 OP1239  DYNAMIC HT  -         328.440 (meters)    1077.56  (feet)  COMP
 OP1239  MODELED GRAV-     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
 OP1239.and adjusted by the National Geodetic Survey in June 1991..
 OP1239
 OP1239.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1241 ***********************************************************************
 OP1241  DESIGNATION -  2208 R
 OP1241  PID         -  OP1241
 OP1241  STATE/COUNTY-  MN/FARIBAULT
 OP1241  USGS QUAD   -  HUNTLEY (1967)
 OP1241
 OP1241                         *CURRENT SURVEY CONTROL
 OP1241  ___________________________________________________________________
 OP1241* NAD 83(1986)-  43 44 09.     (N)    094 09 05.     (W)     SCALED    
 OP1241* NAVD 88     -       329.936  (meters)    1082.46   (feet)  ADJUSTED  
 OP1241  ___________________________________________________________________
 OP1241  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 OP1241  DYNAMIC HT  -         329.870 (meters)    1082.25  (feet)  COMP
 OP1241  MODELED GRAV-     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
 OP1241.and adjusted by the National Geodetic Survey in June 1991..
 OP1241
 OP1241.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1242 ***********************************************************************
 OP1242  DESIGNATION -  2208 S
 OP1242  PID         -  OP1242
 OP1242  STATE/COUNTY-  MN/FARIBAULT
 OP1242  USGS QUAD   -  HUNTLEY (1967)
 OP1242
 OP1242                         *CURRENT SURVEY CONTROL
 OP1242  ___________________________________________________________________
 OP1242* NAD 83(1986)-  43 44 21.     (N)    094 09 33.     (W)     SCALED    
 OP1242* NAVD 88     -       331.449  (meters)    1087.43   (feet)  ADJUSTED  
 OP1242  ___________________________________________________________________
 OP1242  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 OP1242  DYNAMIC HT  -         331.383 (meters)    1087.21  (feet)  COMP
 OP1242  MODELED GRAV-     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
 OP1242.and adjusted by the National Geodetic Survey in June 1991..
 OP1242
 OP1242.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1243 ***********************************************************************
 OP1243  DESIGNATION -  2208 S 1
 OP1243  PID         -  OP1243
 OP1243  STATE/COUNTY-  MN/FARIBAULT
 OP1243  USGS QUAD   -  HUNTLEY (1967)
 OP1243
 OP1243                         *CURRENT SURVEY CONTROL
 OP1243  ___________________________________________________________________
 OP1243* NAD 83(1986)-  43 44 08.     (N)    094 09 40.     (W)     SCALED    
 OP1243* NAVD 88     -       317.989  (meters)    1043.27   (feet)  ADJUSTED  
 OP1243  ___________________________________________________________________
 OP1243  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 OP1243  DYNAMIC HT  -         317.926 (meters)    1043.06  (feet)  COMP
 OP1243  MODELED GRAV-     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
 OP1243.and adjusted by the National Geodetic Survey in June 1991..
 OP1243
 OP1243.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1247 ***********************************************************************
 OP1247  DESIGNATION -  2208 T
 OP1247  PID         -  OP1247
 OP1247  STATE/COUNTY-  MN/FARIBAULT
 OP1247  USGS QUAD   -  HUNTLEY (1967)
 OP1247
 OP1247                         *CURRENT SURVEY CONTROL
 OP1247  ___________________________________________________________________
 OP1247* NAD 83(1986)-  43 44 59.     (N)    094 09 57.     (W)     SCALED    
 OP1247* NAVD 88     -       326.929  (meters)    1072.60   (feet)  ADJUSTED  
 OP1247  ___________________________________________________________________
 OP1247  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 OP1247  DYNAMIC HT  -         326.864 (meters)    1072.39  (feet)  COMP
 OP1247  MODELED GRAV-     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
 OP1247.and adjusted by the National Geodetic Survey in June 1991..
 OP1247
 OP1247.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1249 ***********************************************************************
 OP1249  DESIGNATION -  2208 U
 OP1249  PID         -  OP1249
 OP1249  STATE/COUNTY-  MN/FARIBAULT
 OP1249  USGS QUAD   -  WINNEBAGO (1977)
 OP1249
 OP1249                         *CURRENT SURVEY CONTROL
 OP1249  ___________________________________________________________________
 OP1249* NAD 83(1986)-  43 45 51.     (N)    094 09 59.     (W)     SCALED    
 OP1249* NAVD 88     -       337.707  (meters)    1107.96   (feet)  ADJUSTED  
 OP1249  ___________________________________________________________________
 OP1249  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 OP1249  DYNAMIC HT  -         337.641 (meters)    1107.74  (feet)  COMP
 OP1249  MODELED GRAV-     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
 OP1249.and adjusted by the National Geodetic Survey in June 1991..
 OP1249
 OP1249.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1397 ***********************************************************************
 OP1397  DESIGNATION -  2208 V
 OP1397  PID         -  OP1397
 OP1397  STATE/COUNTY-  MN/FARIBAULT
 OP1397  USGS QUAD   -  WINNEBAGO (1977)
 OP1397
 OP1397                         *CURRENT SURVEY CONTROL
 OP1397  ___________________________________________________________________
 OP1397* NAD 83(1986)-  43 46 31.     (N)    094 09 54.     (W)     SCALED    
 OP1397* NAVD 88     -       328.844  (meters)    1078.88   (feet)  ADJUSTED  
 OP1397  ___________________________________________________________________
 OP1397  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 OP1397  DYNAMIC HT  -         328.780 (meters)    1078.67  (feet)  COMP
 OP1397  MODELED GRAV-     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
 OP1397.and adjusted by the National Geodetic Survey in June 1995..
 OP1397
 OP1397.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1398 ***********************************************************************
 OP1398  DESIGNATION -  2208 W
 OP1398  PID         -  OP1398
 OP1398  STATE/COUNTY-  MN/FARIBAULT
 OP1398  USGS QUAD   -  WINNEBAGO (1977)
 OP1398
 OP1398                         *CURRENT SURVEY CONTROL
 OP1398  ___________________________________________________________________
 OP1398* NAD 83(1986)-  43 46 48.     (N)    094 09 58.     (W)     SCALED    
 OP1398* NAVD 88     -       326.741  (meters)    1071.98   (feet)  ADJUSTED  
 OP1398  ___________________________________________________________________
 OP1398  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 OP1398  DYNAMIC HT  -         326.677 (meters)    1071.77  (feet)  COMP
 OP1398  MODELED GRAV-     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
 OP1398.and adjusted by the National Geodetic Survey in June 1995..
 OP1398
 OP1398.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1399 ***********************************************************************
 OP1399  DESIGNATION -  2208 X
 OP1399  PID         -  OP1399
 OP1399  STATE/COUNTY-  MN/FARIBAULT
 OP1399  USGS QUAD   -  WINNEBAGO (1977)
 OP1399
 OP1399                         *CURRENT SURVEY CONTROL
 OP1399  ___________________________________________________________________
 OP1399* NAD 83(1986)-  43 47 18.     (N)    094 10 07.     (W)     SCALED    
 OP1399* NAVD 88     -       325.200  (meters)    1066.93   (feet)  ADJUSTED  
 OP1399  ___________________________________________________________________
 OP1399  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 OP1399  DYNAMIC HT  -         325.137 (meters)    1066.72  (feet)  COMP
 OP1399  MODELED GRAV-     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
 OP1399.and adjusted by the National Geodetic Survey in June 1995..
 OP1399
 OP1399.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1400 ***********************************************************************
 OP1400  DESIGNATION -  2208 Y
 OP1400  PID         -  OP1400
 OP1400  STATE/COUNTY-  MN/FARIBAULT
 OP1400  USGS QUAD   -  WINNEBAGO (1977)
 OP1400
 OP1400                         *CURRENT SURVEY CONTROL
 OP1400  ___________________________________________________________________
 OP1400* NAD 83(1986)-  43 47 49.     (N)    094 10 04.     (W)     SCALED    
 OP1400* NAVD 88     -       326.965  (meters)    1072.72   (feet)  ADJUSTED  
 OP1400  ___________________________________________________________________
 OP1400  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 OP1400  DYNAMIC HT  -         326.902 (meters)    1072.51  (feet)  COMP
 OP1400  MODELED GRAV-     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
 OP1400.and adjusted by the National Geodetic Survey in June 1995..
 OP1400
 OP1400.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1401 ***********************************************************************
 OP1401  DESIGNATION -  2208 Z
 OP1401  PID         -  OP1401
 OP1401  STATE/COUNTY-  MN/FARIBAULT
 OP1401  USGS QUAD   -  WINNEBAGO (1977)
 OP1401
 OP1401                         *CURRENT SURVEY CONTROL
 OP1401  ___________________________________________________________________
 OP1401* NAD 83(1986)-  43 48 41.     (N)    094 10 03.     (W)     SCALED    
 OP1401* NAVD 88     -       323.532  (meters)    1061.45   (feet)  ADJUSTED  
 OP1401  ___________________________________________________________________
 OP1401  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 OP1401  DYNAMIC HT  -         323.470 (meters)    1061.25  (feet)  COMP
 OP1401  MODELED GRAV-     980,419.8   (mgal)                       NAVD 88
 OP1401
 OP1401  VERT ORDER  -  SECOND    CLASS I
 OP1401
 OP1401.The horizontal coordinates were scaled from a topographic map and have
 OP1401.an estimated accuracy of +/- 6 seconds.
 OP1401
 OP1401.The orthometric height was determined by differential leveling
 OP1401.and adjusted by the National Geodetic Survey in June 1995..
 OP1401
 OP1401.The geoid height was determined by GEOID03.
 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     -   190,170.      786,520.      MT  (+/- 180 meters Scaled)
 OP1401
 OP1401                          SUPERSEDED SURVEY CONTROL
 OP1401
 OP1401.No superseded survey control is available for this station.
 OP1401
 OP1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ061515(NAD 83)
 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 = OCTOBER  6, 2006
 OO1366 ***********************************************************************
 OO1366  DESIGNATION -  2210 A
 OO1366  PID         -  OO1366
 OO1366  STATE/COUNTY-  MN/FARIBAULT
 OO1366  USGS QUAD   -  BRUSH CREEK (1982)
 OO1366
 OO1366                         *CURRENT SURVEY CONTROL
 OO1366  ___________________________________________________________________
 OO1366* NAD 83(1986)-  43 38 41.     (N)    093 48 30.     (W)     SCALED    
 OO1366* NAVD 88     -       349.077  (meters)    1145.26   (feet)  ADJUSTED  
 OO1366  ___________________________________________________________________
 OO1366  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 OO1366  DYNAMIC HT  -         348.995 (meters)    1144.99  (feet)  COMP
 OO1366  MODELED GRAV-     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
 OO1366.and adjusted by the National Geodetic Survey in June 1991..
 OO1366
 OO1366.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1339 ***********************************************************************
 OO1339  DESIGNATION -  2211 A
 OO1339  PID         -  OO1339
 OO1339  STATE/COUNTY-  MN/FARIBAULT
 OO1339  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1339
 OO1339                         *CURRENT SURVEY CONTROL
 OO1339  ___________________________________________________________________
 OO1339* NAD 83(1986)-  43 38 42.     (N)    093 55 43.     (W)     SCALED    
 OO1339* NAVD 88     -       335.067  (meters)    1099.30   (feet)  ADJUSTED  
 OO1339  ___________________________________________________________________
 OO1339  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 OO1339  DYNAMIC HT  -         334.994 (meters)    1099.06  (feet)  COMP
 OO1339  MODELED GRAV-     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
 OO1339.and adjusted by the National Geodetic Survey in June 1991..
 OO1339
 OO1339.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1341 ***********************************************************************
 OO1341  DESIGNATION -  2211 B
 OO1341  PID         -  OO1341
 OO1341  STATE/COUNTY-  MN/FARIBAULT
 OO1341  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1341
 OO1341                         *CURRENT SURVEY CONTROL
 OO1341  ___________________________________________________________________
 OO1341* NAD 83(1986)-  43 38 22.     (N)    093 55 38.     (W)     SCALED    
 OO1341* NAVD 88     -       335.663  (meters)    1101.25   (feet)  ADJUSTED  
 OO1341  ___________________________________________________________________
 OO1341  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 OO1341  DYNAMIC HT  -         335.589 (meters)    1101.01  (feet)  COMP
 OO1341  MODELED GRAV-     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
 OO1341.and adjusted by the National Geodetic Survey in June 1991..
 OO1341
 OO1341.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1248 ***********************************************************************
 OP1248  DESIGNATION -  2212 K
 OP1248  PID         -  OP1248
 OP1248  STATE/COUNTY-  MN/FARIBAULT
 OP1248  USGS QUAD   -  WINNEBAGO (1977)
 OP1248
 OP1248                         *CURRENT SURVEY CONTROL
 OP1248  ___________________________________________________________________
 OP1248* NAD 83(1986)-  43 45 38.     (N)    094 09 55.     (W)     SCALED    
 OP1248* NAVD 88     -       337.722  (meters)    1108.01   (feet)  ADJUSTED  
 OP1248  ___________________________________________________________________
 OP1248  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 OP1248  DYNAMIC HT  -         337.656 (meters)    1107.79  (feet)  COMP
 OP1248  MODELED GRAV-     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
 OP1248.and adjusted by the National Geodetic Survey in June 1991..
 OP1248
 OP1248.The geoid height was determined by GEOID03.
 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: 15TVJ062459(NAD 83)
 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 = OCTOBER  6, 2006
 OP1250 ***********************************************************************
 OP1250  DESIGNATION -  2212 L
 OP1250  PID         -  OP1250
 OP1250  STATE/COUNTY-  MN/FARIBAULT
 OP1250  USGS QUAD   -  WINNEBAGO (1977)
 OP1250
 OP1250                         *CURRENT SURVEY CONTROL
 OP1250  ___________________________________________________________________
 OP1250* NAD 83(1986)-  43 45 38.     (N)    094 09 19.     (W)     SCALED    
 OP1250* NAVD 88     -       334.749  (meters)    1098.26   (feet)  ADJUSTED  
 OP1250  ___________________________________________________________________
 OP1250  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 OP1250  DYNAMIC HT  -         334.683 (meters)    1098.04  (feet)  COMP
 OP1250  MODELED GRAV-     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
 OP1250.and adjusted by the National Geodetic Survey in June 1991..
 OP1250
 OP1250.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO0888 ***********************************************************************
 QO0888  DESIGNATION -  227/2 BOLT
 QO0888  PID         -  QO0888
 QO0888  STATE/COUNTY-  MN/SHERBURNE
 QO0888  USGS QUAD   -  BIG LAKE (1991)
 QO0888
 QO0888                         *CURRENT SURVEY CONTROL
 QO0888  ___________________________________________________________________
 QO0888* NAD 83(1986)-  45 17 59.     (N)    093 40 34.     (W)     SCALED    
 QO0888* NAVD 88     -       271.650  (meters)     891.24   (feet)  ADJUSTED  
 QO0888  ___________________________________________________________________
 QO0888  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 QO0888  DYNAMIC HT  -         271.631 (meters)     891.18  (feet)  COMP
 QO0888  MODELED GRAV-     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
 QO0888.and adjusted by the National Geodetic Survey in June 1991..
 QO0888
 QO0888.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1204 ***********************************************************************
 OP1204  DESIGNATION -  2280 A
 OP1204  PID         -  OP1204
 OP1204  STATE/COUNTY-  MN/FARIBAULT
 OP1204  USGS QUAD   -  HUNTLEY (1967)
 OP1204
 OP1204                         *CURRENT SURVEY CONTROL
 OP1204  ___________________________________________________________________
 OP1204* NAD 83(1986)-  43 39 59.     (N)    094 14 16.     (W)     SCALED    
 OP1204* NAVD 88     -       336.658  (meters)    1104.52   (feet)  ADJUSTED  
 OP1204  ___________________________________________________________________
 OP1204  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 OP1204  DYNAMIC HT  -         336.589 (meters)    1104.29  (feet)  COMP
 OP1204  MODELED GRAV-     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
 OP1204.and adjusted by the National Geodetic Survey in June 1991..
 OP1204
 OP1204.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1205 ***********************************************************************
 OP1205  DESIGNATION -  2280 AB
 OP1205  PID         -  OP1205
 OP1205  STATE/COUNTY-  MN/FARIBAULT
 OP1205  USGS QUAD   -  HUNTLEY (1967)
 OP1205
 OP1205                         *CURRENT SURVEY CONTROL
 OP1205  ___________________________________________________________________
 OP1205* NAD 83(1986)-  43 39 58.     (N)    094 13 38.     (W)     SCALED    
 OP1205* NAVD 88     -       344.323  (meters)    1129.67   (feet)  ADJUSTED  
 OP1205  ___________________________________________________________________
 OP1205  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 OP1205  DYNAMIC HT  -         344.253 (meters)    1129.44  (feet)  COMP
 OP1205  MODELED GRAV-     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
 OP1205.and adjusted by the National Geodetic Survey in June 1991..
 OP1205
 OP1205.The geoid height was determined by GEOID03.
 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_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 30, 1990
 OP1205
 OP1205  HISTORY     - Date     Condition        Report By
 OP1205  HISTORY     - 1980     MONUMENTED       MNDT
 OP1205  HISTORY     - 19900830 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1206 ***********************************************************************
 OP1206  DESIGNATION -  2280 AC
 OP1206  PID         -  OP1206
 OP1206  STATE/COUNTY-  MN/FARIBAULT
 OP1206  USGS QUAD   -  HUNTLEY (1967)
 OP1206
 OP1206                         *CURRENT SURVEY CONTROL
 OP1206  ___________________________________________________________________
 OP1206* NAD 83(1986)-  43 39 58.     (N)    094 12 41.     (W)     SCALED    
 OP1206* NAVD 88     -       337.232  (meters)    1106.40   (feet)  ADJUSTED  
 OP1206  ___________________________________________________________________
 OP1206  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 OP1206  DYNAMIC HT  -         337.164 (meters)    1106.18  (feet)  COMP
 OP1206  MODELED GRAV-     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
 OP1206.and adjusted by the National Geodetic Survey in June 1991..
 OP1206
 OP1206.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1208 ***********************************************************************
 OP1208  DESIGNATION -  2280 AD
 OP1208  PID         -  OP1208
 OP1208  STATE/COUNTY-  MN/FARIBAULT
 OP1208  USGS QUAD   -  HUNTLEY (1967)
 OP1208
 OP1208                         *CURRENT SURVEY CONTROL
 OP1208  ___________________________________________________________________
 OP1208* NAD 83(1986)-  43 39 57.     (N)    094 10 39.     (W)     SCALED    
 OP1208* NAVD 88     -       342.601  (meters)    1124.02   (feet)  ADJUSTED  
 OP1208  ___________________________________________________________________
 OP1208  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 OP1208  DYNAMIC HT  -         342.531 (meters)    1123.79  (feet)  COMP
 OP1208  MODELED GRAV-     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
 OP1208.and adjusted by the National Geodetic Survey in June 1991..
 OP1208.WARNING-Repeat measurements at this control monument indicate possible
 OP1208.vertical movement.
 OP1208
 OP1208.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1212 ***********************************************************************
 OP1212  DESIGNATION -  2280 AE
 OP1212  PID         -  OP1212
 OP1212  STATE/COUNTY-  MN/FARIBAULT
 OP1212  USGS QUAD   -  HUNTLEY (1967)
 OP1212
 OP1212                         *CURRENT SURVEY CONTROL
 OP1212  ___________________________________________________________________
 OP1212* NAD 83(1996)-  43 39 59.79218(N)    094 09 27.90945(W)     ADJUSTED  
 OP1212* NAVD 88     -       331.338  (meters)    1087.06   (feet)  ADJUSTED  
 OP1212  ___________________________________________________________________
 OP1212  X           -    -335,060.818 (meters)                     COMP
 OP1212  Y           -  -4,609,187.513 (meters)                     COMP
 OP1212  Z           -   4,381,579.810 (meters)                     COMP
 OP1212  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 OP1212  ELLIP HEIGHT-         303.03  (meters)          (02/05/03) GPS OBS
 OP1212  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 OP1212  DYNAMIC HT  -         331.270 (meters)    1086.84  (feet)  COMP
 OP1212  MODELED GRAV-     980,406.4   (mgal)                       NAVD 88
 OP1212
 OP1212  HORZ ORDER  -  FIRST
 OP1212  VERT ORDER  -  FIRST     CLASS II
 OP1212  ELLP ORDER  -  THIRD     CLASS II
 OP1212
 OP1212.The horizontal coordinates were established by GPS observations
 OP1212.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP1212
 OP1212.The orthometric height was determined by differential leveling
 OP1212.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP1212
 OP1212.The ellipsoidal height was determined by GPS observations
 OP1212.and is referenced to NAD 83.
 OP1212
 OP1212.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1212;SPC MN S     -   174,081.894   787,276.288   MT  1.00002733   -0 06 38.1
 OP1212;UTM  15      - 4,835,496.095   406,659.726   MT  0.99970716   -0 47 58.0
 OP1212
 OP1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1212!SPC MN S     -   0.99995248  x   1.00002733  =   0.99997981
 OP1212!UTM  15      -   0.99995248  x   0.99970716  =   0.99965966
 OP1212
 OP1212                          SUPERSEDED SURVEY CONTROL
 OP1212
 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: 15TVJ0666035496(NAD 83)
 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 = OCTOBER  6, 2006
 OP1213 ***********************************************************************
 OP1213  DESIGNATION -  2280 AF
 OP1213  PID         -  OP1213
 OP1213  STATE/COUNTY-  MN/FARIBAULT
 OP1213  USGS QUAD   -  HUNTLEY (1967)
 OP1213
 OP1213                         *CURRENT SURVEY CONTROL
 OP1213  ___________________________________________________________________
 OP1213* NAD 83(1986)-  43 39 59.     (N)    094 08 35.     (W)     SCALED    
 OP1213* NAVD 88     -       330.854  (meters)    1085.48   (feet)  ADJUSTED  
 OP1213  ___________________________________________________________________
 OP1213  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 OP1213  DYNAMIC HT  -         330.787 (meters)    1085.26  (feet)  COMP
 OP1213  MODELED GRAV-     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
 OP1213.and adjusted by the National Geodetic Survey in June 1991..
 OP1213.WARNING-Repeat measurements at this control monument indicate possible
 OP1213.vertical movement.
 OP1213
 OP1213.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1214 ***********************************************************************
 OP1214  DESIGNATION -  2280 AG
 OP1214  PID         -  OP1214
 OP1214  STATE/COUNTY-  MN/FARIBAULT
 OP1214  USGS QUAD   -  HUNTLEY (1967)
 OP1214
 OP1214                         *CURRENT SURVEY CONTROL
 OP1214  ___________________________________________________________________
 OP1214* NAD 83(1996)-  43 39 57.61777(N)    094 07 46.61372(W)     ADJUSTED  
 OP1214* NAVD 88     -       329.060  (meters)    1079.59   (feet)  ADJUSTED  
 OP1214  ___________________________________________________________________
 OP1214  X           -    -332,800.443 (meters)                     COMP
 OP1214  Y           -  -4,609,396.055 (meters)                     COMP
 OP1214  Z           -   4,381,529.668 (meters)                     COMP
 OP1214  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 OP1214  ELLIP HEIGHT-         300.72  (meters)          (03/20/03) GPS OBS
 OP1214  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 OP1214  DYNAMIC HT  -         328.993 (meters)    1079.37  (feet)  COMP
 OP1214  MODELED GRAV-     980,406.1   (mgal)                       NAVD 88
 OP1214
 OP1214  HORZ ORDER  -  FIRST
 OP1214  VERT ORDER  -  SECOND    CLASS I
 OP1214  ELLP ORDER  -  THIRD     CLASS II
 OP1214
 OP1214.The horizontal coordinates were established by GPS observations
 OP1214.and adjusted by the MN DEPT OF TRANSP in March 2003..
 OP1214
 OP1214.The orthometric height was determined by differential leveling
 OP1214.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP1214
 OP1214.The ellipsoidal height was determined by GPS observations
 OP1214.and is referenced to NAD 83.
 OP1214
 OP1214.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1214;SPC MN S     -   174,010.795   789,545.657   MT  1.00002749   -0 05 27.1
 OP1214;UTM  15      - 4,835,397.744   408,927.343   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  =   0.99998033
 OP1214!UTM  15      -   0.99995285  x   0.99970202  =   0.99965488
 OP1214
 OP1214                          SUPERSEDED SURVEY CONTROL
 OP1214
 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: 15TVJ0892735398(NAD 83)
 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 SUITABLE FOR
 OP1214+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2000
 OP1214
 OP1214  HISTORY     - Date     Condition        Report By
 OP1214  HISTORY     - 1980     MONUMENTED       MNDT
 OP1214  HISTORY     - 20000518 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1215 ***********************************************************************
 OP1215  DESIGNATION -  2280 AH
 OP1215  PID         -  OP1215
 OP1215  STATE/COUNTY-  MN/FARIBAULT
 OP1215  USGS QUAD   -  BLUE EARTH (1979)
 OP1215
 OP1215                         *CURRENT SURVEY CONTROL
 OP1215  ___________________________________________________________________
 OP1215* NAD 83(1986)-  43 39 48.     (N)    094 07 14.     (W)     SCALED    
 OP1215* NAVD 88     -       325.440  (meters)    1067.71   (feet)  ADJUSTED  
 OP1215  ___________________________________________________________________
 OP1215  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 OP1215  DYNAMIC HT  -         325.374 (meters)    1067.50  (feet)  COMP
 OP1215  MODELED GRAV-     980,406.1   (mgal)                       NAVD 88
 OP1215
 OP1215  VERT ORDER  -  FIRST     CLASS II
 OP1215
 OP1215.The horizontal coordinates were scaled from a topographic map and have
 OP1215.an estimated accuracy of +/- 6 seconds.
 OP1215
 OP1215.The orthometric height was determined by differential leveling
 OP1215.and adjusted by the National Geodetic Survey in June 1991..
 OP1215
 OP1215.The geoid height was determined by GEOID03.
 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     -   173,710.      790,280.      MT  (+/- 180 meters Scaled)
 OP1215
 OP1215                          SUPERSEDED SURVEY CONTROL
 OP1215
 OP1215.No superseded survey control is available for this station.
 OP1215
 OP1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ096350(NAD 83)
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1215+STABILITY: SURFACE MOTION
 OP1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1215+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1990
 OP1215
 OP1215  HISTORY     - Date     Condition        Report By
 OP1215  HISTORY     - 1980     MONUMENTED       MNDT
 OP1215  HISTORY     - 19900830 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1216 ***********************************************************************
 OP1216  DESIGNATION -  2280 AJ
 OP1216  PID         -  OP1216
 OP1216  STATE/COUNTY-  MN/FARIBAULT
 OP1216  USGS QUAD   -  BLUE EARTH (1979)
 OP1216
 OP1216                         *CURRENT SURVEY CONTROL
 OP1216  ___________________________________________________________________
 OP1216* NAD 83(1986)-  43 39 46.     (N)    094 07 11.     (W)     SCALED    
 OP1216* NAVD 88     -       329.188  (meters)    1080.01   (feet)  ADJUSTED  
 OP1216  ___________________________________________________________________
 OP1216  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 OP1216  DYNAMIC HT  -         329.121 (meters)    1079.79  (feet)  COMP
 OP1216  MODELED GRAV-     980,406.1   (mgal)                       NAVD 88
 OP1216
 OP1216  VERT ORDER  -  SECOND    CLASS I
 OP1216
 OP1216.The horizontal coordinates were scaled from a topographic map and have
 OP1216.an estimated accuracy of +/- 6 seconds.
 OP1216
 OP1216.The orthometric height was determined by differential leveling
 OP1216.and adjusted by the National Geodetic Survey in June 1991..
 OP1216
 OP1216.The geoid height was determined by GEOID03.
 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     -   173,650.      790,340.      MT  (+/- 180 meters Scaled)
 OP1216
 OP1216                          SUPERSEDED SURVEY CONTROL
 OP1216
 OP1216.No superseded survey control is available for this station.
 OP1216
 OP1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ097350(NAD 83)
 OP1216_MARKER: DB = BENCH MARK DISK
 OP1216_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OP1216_SP_SET: CONCRETE BRIDGE GUARDRAIL
 OP1216_STAMPING: 2280 AJ 1980
 OP1216_MARK LOGO: MNDT  
 OP1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1216
 OP1216  HISTORY     - Date     Condition        Report By
 OP1216  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1217 ***********************************************************************
 OP1217  DESIGNATION -  2280 AK
 OP1217  PID         -  OP1217
 OP1217  STATE/COUNTY-  MN/FARIBAULT
 OP1217  USGS QUAD   -  BLUE EARTH (1979)
 OP1217
 OP1217                         *CURRENT SURVEY CONTROL
 OP1217  ___________________________________________________________________
 OP1217* NAD 83(1986)-  43 39 47.     (N)    094 07 09.     (W)     SCALED    
 OP1217* NAVD 88     -       324.437  (meters)    1064.42   (feet)  ADJUSTED  
 OP1217  ___________________________________________________________________
 OP1217  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 OP1217  DYNAMIC HT  -         324.371 (meters)    1064.21  (feet)  COMP
 OP1217  MODELED GRAV-     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
 OP1217.and adjusted by the National Geodetic Survey in June 1991..
 OP1217
 OP1217.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1218 ***********************************************************************
 OP1218  DESIGNATION -  2280 AL
 OP1218  PID         -  OP1218
 OP1218  STATE/COUNTY-  MN/FARIBAULT
 OP1218  USGS QUAD   -  BLUE EARTH (1979)
 OP1218
 OP1218                         *CURRENT SURVEY CONTROL
 OP1218  ___________________________________________________________________
 OP1218* NAD 83(1986)-  43 39 38.     (N)    094 07 09.     (W)     SCALED    
 OP1218* NAVD 88     -       328.997  (meters)    1079.38   (feet)  ADJUSTED  
 OP1218  ___________________________________________________________________
 OP1218  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 OP1218  DYNAMIC HT  -         328.930 (meters)    1079.16  (feet)  COMP
 OP1218  MODELED GRAV-     980,406.3   (mgal)                       NAVD 88
 OP1218
 OP1218  VERT ORDER  -  SECOND    CLASS I
 OP1218
 OP1218.The horizontal coordinates were scaled from a topographic map and have
 OP1218.an estimated accuracy of +/- 6 seconds.
 OP1218
 OP1218.The orthometric height was determined by differential leveling
 OP1218.and adjusted by the National Geodetic Survey in June 1991..
 OP1218
 OP1218.The geoid height was determined by GEOID03.
 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     -   173,400.      790,390.      MT  (+/- 180 meters Scaled)
 OP1218
 OP1218                          SUPERSEDED SURVEY CONTROL
 OP1218
 OP1218.No superseded survey control is available for this station.
 OP1218
 OP1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ097347(NAD 83)
 OP1218_MARKER: DB = BENCH MARK DISK
 OP1218_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OP1218_SP_SET: CONCRETE BRIDGE GUARDRAIL
 OP1218_STAMPING: 2280 AL 1980
 OP1218_MARK LOGO: MNDT  
 OP1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1218
 OP1218  HISTORY     - Date     Condition        Report By
 OP1218  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1219 ***********************************************************************
 OP1219  DESIGNATION -  2280 AM
 OP1219  PID         -  OP1219
 OP1219  STATE/COUNTY-  MN/FARIBAULT
 OP1219  USGS QUAD   -  BLUE EARTH (1979)
 OP1219
 OP1219                         *CURRENT SURVEY CONTROL
 OP1219  ___________________________________________________________________
 OP1219* NAD 83(1986)-  43 39 34.     (N)    094 06 59.     (W)     SCALED    
 OP1219* NAVD 88     -       330.575  (meters)    1084.56   (feet)  ADJUSTED  
 OP1219  ___________________________________________________________________
 OP1219  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 OP1219  DYNAMIC HT  -         330.508 (meters)    1084.34  (feet)  COMP
 OP1219  MODELED GRAV-     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
 OP1219.and adjusted by the National Geodetic Survey in June 1991..
 OP1219
 OP1219.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1220 ***********************************************************************
 OP1220  DESIGNATION -  2280 AN
 OP1220  PID         -  OP1220
 OP1220  STATE/COUNTY-  MN/FARIBAULT
 OP1220  USGS QUAD   -  BLUE EARTH (1979)
 OP1220
 OP1220                         *CURRENT SURVEY CONTROL
 OP1220  ___________________________________________________________________
 OP1220* NAD 83(1986)-  43 39 33.     (N)    094 06 29.     (W)     SCALED    
 OP1220* NAVD 88     -       327.449  (meters)    1074.31   (feet)  ADJUSTED  
 OP1220  ___________________________________________________________________
 OP1220  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 OP1220  DYNAMIC HT  -         327.383 (meters)    1074.09  (feet)  COMP
 OP1220  MODELED GRAV-     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
 OP1220.and adjusted by the National Geodetic Survey in June 1991..
 OP1220
 OP1220.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1221 ***********************************************************************
 OP1221  DESIGNATION -  2280 AP
 OP1221  PID         -  OP1221
 OP1221  STATE/COUNTY-  MN/FARIBAULT
 OP1221  USGS QUAD   -  BLUE EARTH (1979)
 OP1221
 OP1221                         *CURRENT SURVEY CONTROL
 OP1221  ___________________________________________________________________
 OP1221* NAD 83(1986)-  43 39 33.     (N)    094 06 17.     (W)     SCALED    
 OP1221* NAVD 88     -       332.395  (meters)    1090.53   (feet)  ADJUSTED  
 OP1221  ___________________________________________________________________
 OP1221  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 OP1221  DYNAMIC HT  -         332.327 (meters)    1090.31  (feet)  COMP
 OP1221  MODELED GRAV-     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
 OP1221.and adjusted by the National Geodetic Survey in June 1991..
 OP1221
 OP1221.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1225 ***********************************************************************
 OP1225  DESIGNATION -  2280 AQ
 OP1225  PID         -  OP1225
 OP1225  STATE/COUNTY-  MN/FARIBAULT
 OP1225  USGS QUAD   -  BLUE EARTH (1979)
 OP1225
 OP1225                         *CURRENT SURVEY CONTROL
 OP1225  ___________________________________________________________________
 OP1225* NAD 83(1986)-  43 39 32.     (N)    094 05 52.     (W)     SCALED    
 OP1225* NAVD 88     -       326.465  (meters)    1071.08   (feet)  ADJUSTED  
 OP1225  ___________________________________________________________________
 OP1225  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 OP1225  DYNAMIC HT  -         326.398 (meters)    1070.86  (feet)  COMP
 OP1225  MODELED GRAV-     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
 OP1225.and adjusted by the National Geodetic Survey in June 1991..
 OP1225
 OP1225.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1224 ***********************************************************************
 OP1224  DESIGNATION -  2280 AR
 OP1224  PID         -  OP1224
 OP1224  STATE/COUNTY-  MN/FARIBAULT
 OP1224  USGS QUAD   -  BLUE EARTH (1979)
 OP1224
 OP1224                         *CURRENT SURVEY CONTROL
 OP1224  ___________________________________________________________________
 OP1224* NAD 83(1986)-  43 39 32.     (N)    094 05 49.     (W)     SCALED    
 OP1224* NAVD 88     -       326.336  (meters)    1070.65   (feet)  ADJUSTED  
 OP1224  ___________________________________________________________________
 OP1224  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 OP1224  DYNAMIC HT  -         326.270 (meters)    1070.44  (feet)  COMP
 OP1224  MODELED GRAV-     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
 OP1224.and adjusted by the National Geodetic Survey in June 1991..
 OP1224
 OP1224.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1223 ***********************************************************************
 OP1223  DESIGNATION -  2280 AS
 OP1223  PID         -  OP1223
 OP1223  STATE/COUNTY-  MN/FARIBAULT
 OP1223  USGS QUAD   -  BLUE EARTH (1979)
 OP1223
 OP1223                         *CURRENT SURVEY CONTROL
 OP1223  ___________________________________________________________________
 OP1223* NAD 83(1986)-  43 39 34.     (N)    094 05 51.     (W)     SCALED    
 OP1223* NAVD 88     -       334.638  (meters)    1097.89   (feet)  ADJUSTED  
 OP1223  ___________________________________________________________________
 OP1223  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 OP1223  DYNAMIC HT  -         334.570 (meters)    1097.67  (feet)  COMP
 OP1223  MODELED GRAV-     980,406.2   (mgal)                       NAVD 88
 OP1223
 OP1223  VERT ORDER  -  SECOND    CLASS I
 OP1223
 OP1223.The horizontal coordinates were scaled from a topographic map and have
 OP1223.an estimated accuracy of +/- 6 seconds.
 OP1223
 OP1223.The orthometric height was determined by differential leveling
 OP1223.and adjusted by the National Geodetic Survey in June 1991..
 OP1223
 OP1223.The geoid height was determined by GEOID03.
 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     -   173,280.      792,140.      MT  (+/- 180 meters Scaled)
 OP1223
 OP1223                          SUPERSEDED SURVEY CONTROL
 OP1223
 OP1223.No superseded survey control is available for this station.
 OP1223
 OP1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ115346(NAD 83)
 OP1223_MARKER: DB = BENCH MARK DISK
 OP1223_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OP1223_SP_SET: CONCRETE BRIDGE GUARDRAIL
 OP1223_STAMPING: 2280 AS 1980
 OP1223_MARK LOGO: MNDT  
 OP1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1223
 OP1223  HISTORY     - Date     Condition        Report By
 OP1223  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1222 ***********************************************************************
 OP1222  DESIGNATION -  2280 AT
 OP1222  PID         -  OP1222
 OP1222  STATE/COUNTY-  MN/FARIBAULT
 OP1222  USGS QUAD   -  BLUE EARTH (1979)
 OP1222
 OP1222                         *CURRENT SURVEY CONTROL
 OP1222  ___________________________________________________________________
 OP1222* NAD 83(1986)-  43 39 36.     (N)    094 05 51.     (W)     SCALED    
 OP1222* NAVD 88     -       334.670  (meters)    1098.00   (feet)  ADJUSTED  
 OP1222  ___________________________________________________________________
 OP1222  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 OP1222  DYNAMIC HT  -         334.601 (meters)    1097.77  (feet)  COMP
 OP1222  MODELED GRAV-     980,406.1   (mgal)                       NAVD 88
 OP1222
 OP1222  VERT ORDER  -  SECOND    CLASS I
 OP1222
 OP1222.The horizontal coordinates were scaled from a topographic map and have
 OP1222.an estimated accuracy of +/- 6 seconds.
 OP1222
 OP1222.The orthometric height was determined by differential leveling
 OP1222.and adjusted by the National Geodetic Survey in June 1991..
 OP1222
 OP1222.The geoid height was determined by GEOID03.
 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     -   173,340.      792,140.      MT  (+/- 180 meters Scaled)
 OP1222
 OP1222                          SUPERSEDED SURVEY CONTROL
 OP1222
 OP1222.No superseded survey control is available for this station.
 OP1222
 OP1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ115346(NAD 83)
 OP1222_MARKER: DB = BENCH MARK DISK
 OP1222_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OP1222_SP_SET: CONCRETE BRIDGE GUARDRAIL
 OP1222_STAMPING: 2280 AT 1980
 OP1222_MARK LOGO: MNDT  
 OP1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1222
 OP1222  HISTORY     - Date     Condition        Report By
 OP1222  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1251 ***********************************************************************
 OP1251  DESIGNATION -  2280 AU
 OP1251  PID         -  OP1251
 OP1251  STATE/COUNTY-  MN/FARIBAULT
 OP1251  USGS QUAD   -  BLUE EARTH (1979)
 OP1251
 OP1251                         *CURRENT SURVEY CONTROL
 OP1251  ___________________________________________________________________
 OP1251* NAD 83(1996)-  43 39 28.10797(N)    094 04 51.34507(W)     ADJUSTED  
 OP1251* NAVD 88     -       330.111  (meters)    1083.04   (feet)  ADJUSTED  
 OP1251  ___________________________________________________________________
 OP1251  X           -    -328,928.399 (meters)                     COMP
 OP1251  Y           -  -4,610,305.121 (meters)                     COMP
 OP1251  Z           -   4,380,871.466 (meters)                     COMP
 OP1251  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 OP1251  ELLIP HEIGHT-         301.72  (meters)          (02/05/03) GPS OBS
 OP1251  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 OP1251  DYNAMIC HT  -         330.044 (meters)    1082.82  (feet)  COMP
 OP1251  MODELED GRAV-     980,405.7   (mgal)                       NAVD 88
 OP1251
 OP1251  HORZ ORDER  -  FIRST
 OP1251  VERT ORDER  -  SECOND    CLASS I
 OP1251  ELLP ORDER  -  THIRD     CLASS II
 OP1251
 OP1251.The horizontal coordinates were established by GPS observations
 OP1251.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP1251
 OP1251.The orthometric height was determined by differential leveling
 OP1251.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP1251
 OP1251.The ellipsoidal height was determined by GPS observations
 OP1251.and is referenced to NAD 83.
 OP1251
 OP1251.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1251;SPC MN S     -   173,094.961   793,471.596   MT  1.00002956   -0 03 24.2
 OP1251;UTM  15      - 4,834,435.061   412,840.685   MT  0.99969344   -0 44 46.6
 OP1251
 OP1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1251!SPC MN S     -   0.99995269  x   1.00002956  =   0.99998225
 OP1251!UTM  15      -   0.99995269  x   0.99969344  =   0.99964614
 OP1251
 OP1251                          SUPERSEDED SURVEY CONTROL
 OP1251
 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: 15TVJ1284134435(NAD 83)
 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 = OCTOBER  6, 2006
 OP1252 ***********************************************************************
 OP1252  DESIGNATION -  2280 AV
 OP1252  PID         -  OP1252
 OP1252  STATE/COUNTY-  MN/FARIBAULT
 OP1252  USGS QUAD   -  BLUE EARTH (1979)
 OP1252
 OP1252                         *CURRENT SURVEY CONTROL
 OP1252  ___________________________________________________________________
 OP1252* NAD 83(1986)-  43 39 12.     (N)    094 04 04.     (W)     SCALED    
 OP1252* NAVD 88     -       338.282  (meters)    1109.85   (feet)  ADJUSTED  
 OP1252  ___________________________________________________________________
 OP1252  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 OP1252  DYNAMIC HT  -         338.213 (meters)    1109.62  (feet)  COMP
 OP1252  MODELED GRAV-     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
 OP1252.and adjusted by the National Geodetic Survey in June 1991..
 OP1252
 OP1252.The geoid height was determined by GEOID03.
 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_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 - September 07, 1990
 OP1252
 OP1252  HISTORY     - Date     Condition        Report By
 OP1252  HISTORY     - 1980     MONUMENTED       MNDT
 OP1252  HISTORY     - 19900907 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1253 ***********************************************************************
 OP1253  DESIGNATION -  2280 AW
 OP1253  PID         -  OP1253
 OP1253  STATE/COUNTY-  MN/FARIBAULT
 OP1253  USGS QUAD   -  BLUE EARTH (1979)
 OP1253
 OP1253                         *CURRENT SURVEY CONTROL
 OP1253  ___________________________________________________________________
 OP1253* NAD 83(1996)-  43 39 04.91382(N)    094 02 51.90756(W)     ADJUSTED  
 OP1253* NAVD 88     -       327.788  (meters)    1075.42   (feet)  ADJUSTED  
 OP1253  ___________________________________________________________________
 OP1253  X           -    -326,293.511 (meters)                     COMP
 OP1253  Y           -  -4,610,986.040 (meters)                     COMP
 OP1253  Z           -   4,380,351.890 (meters)                     COMP
 OP1253  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 OP1253  ELLIP HEIGHT-         299.35  (meters)          (02/05/03) GPS OBS
 OP1253  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 OP1253  DYNAMIC HT  -         327.720 (meters)    1075.19  (feet)  COMP
 OP1253  MODELED GRAV-     980,402.6   (mgal)                       NAVD 88
 OP1253
 OP1253  HORZ ORDER  -  FIRST
 OP1253  VERT ORDER  -  FIRST     CLASS II
 OP1253  ELLP ORDER  -  THIRD     CLASS II
 OP1253
 OP1253.The horizontal coordinates were established by GPS observations
 OP1253.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP1253
 OP1253.The orthometric height was determined by differential leveling
 OP1253.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP1253
 OP1253.The ellipsoidal height was determined by GPS observations
 OP1253.and is referenced to NAD 83.
 OP1253
 OP1253.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1253;SPC MN S     -   172,377.000   796,147.510   MT  1.00003121   -0 02 00.5
 OP1253;UTM  15      - 4,833,685.198   415,506.857   MT  0.99968781   -0 43 23.8
 OP1253
 OP1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1253!SPC MN S     -   0.99995306  x   1.00003121  =   0.99998427
 OP1253!UTM  15      -   0.99995306  x   0.99968781  =   0.99964089
 OP1253
 OP1253                          SUPERSEDED SURVEY CONTROL
 OP1253
 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: 15TVJ1550733685(NAD 83)
 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 = OCTOBER  6, 2006
 OP1254 ***********************************************************************
 OP1254  DESIGNATION -  2280 AX
 OP1254  PID         -  OP1254
 OP1254  STATE/COUNTY-  MN/FARIBAULT
 OP1254  USGS QUAD   -  BLUE EARTH (1979)
 OP1254
 OP1254                         *CURRENT SURVEY CONTROL
 OP1254  ___________________________________________________________________
 OP1254* NAD 83(1996)-  43 39 05.73677(N)    094 01 46.95146(W)     ADJUSTED  
 OP1254* NAVD 88     -       327.381  (meters)    1074.08   (feet)  ADJUSTED  
 OP1254  ___________________________________________________________________
 OP1254  X           -    -324,840.167 (meters)                     COMP
 OP1254  Y           -  -4,611,070.767 (meters)                     COMP
 OP1254  Z           -   4,380,369.971 (meters)                     COMP
 OP1254  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 OP1254  ELLIP HEIGHT-         298.92  (meters)          (02/05/03) GPS OBS
 OP1254  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 OP1254  DYNAMIC HT  -         327.312 (meters)    1073.86  (feet)  COMP
 OP1254  MODELED GRAV-     980,400.4   (mgal)                       NAVD 88
 OP1254
 OP1254  HORZ ORDER  -  FIRST
 OP1254  VERT ORDER  -  FIRST     CLASS II
 OP1254  ELLP ORDER  -  THIRD     CLASS II
 OP1254
 OP1254.The horizontal coordinates were established by GPS observations
 OP1254.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP1254
 OP1254.The orthometric height was determined by differential leveling
 OP1254.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP1254
 OP1254.The ellipsoidal height was determined by GPS observations
 OP1254.and is referenced to NAD 83.
 OP1254
 OP1254.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1254;SPC MN S     -   172,401.709   797,603.201   MT  1.00003115   -0 01 15.0
 OP1254;UTM  15      - 4,833,692.376   416,962.238   MT  0.99968481   -0 42 38.9
 OP1254
 OP1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1254!SPC MN S     -   0.99995313  x   1.00003115  =   0.99998428
 OP1254!UTM  15      -   0.99995313  x   0.99968481  =   0.99963795
 OP1254
 OP1254:                Primary Azimuth Mark                     Grid Az
 OP1254:SPC MN S     -  GAME                                     163 51 21.9
 OP1254:UTM  15      -  GAME                                     164 32 45.8
 OP1254
 OP1254|---------------------------------------------------------------------|
 OP1254| PID    Reference Object                     Distance      Geod. Az  |
 OP1254|                                                           dddmmss.s |
 OP1254| OP0904 GAME                                APPROX. 0.5 KM 1635006.9 |
 OP1254|---------------------------------------------------------------------|
 OP1254
 OP1254                          SUPERSEDED SURVEY CONTROL
 OP1254
 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_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 = OCTOBER  6, 2006
 OP1255 ***********************************************************************
 OP1255  DESIGNATION -  2280 AY
 OP1255  PID         -  OP1255
 OP1255  STATE/COUNTY-  MN/FARIBAULT
 OP1255  USGS QUAD   -  BLUE EARTH (1979)
 OP1255
 OP1255                         *CURRENT SURVEY CONTROL
 OP1255  ___________________________________________________________________
 OP1255* NAD 83(1986)-  43 39 05.     (N)    094 00 46.     (W)     SCALED    
 OP1255* NAVD 88     -       341.027  (meters)    1118.85   (feet)  ADJUSTED  
 OP1255  ___________________________________________________________________
 OP1255  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 OP1255  DYNAMIC HT  -         340.955 (meters)    1118.62  (feet)  COMP
 OP1255  MODELED GRAV-     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
 OP1255.and adjusted by the National Geodetic Survey in June 1991..
 OP1255
 OP1255.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1327 ***********************************************************************
 OO1327  DESIGNATION -  2280 AZ
 OO1327  PID         -  OO1327
 OO1327  STATE/COUNTY-  MN/FARIBAULT
 OO1327  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1327
 OO1327                         *CURRENT SURVEY CONTROL
 OO1327  ___________________________________________________________________
 OO1327* NAD 83(1996)-  43 39 04.52089(N)    093 59 51.48186(W)     ADJUSTED  
 OO1327* NAVD 88     -       331.898  (meters)    1088.90   (feet)  ADJUSTED  
 OO1327  ___________________________________________________________________
 OO1327  X           -    -322,260.813 (meters)                     COMP
 OO1327  Y           -  -4,611,280.954 (meters)                     COMP
 OO1327  Z           -   4,380,345.897 (meters)                     COMP
 OO1327  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 OO1327  ELLIP HEIGHT-         303.38  (meters)          (02/05/03) GPS OBS
 OO1327  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 OO1327  DYNAMIC HT  -         331.828 (meters)    1088.67  (feet)  COMP
 OO1327  MODELED GRAV-     980,398.1   (mgal)                       NAVD 88
 OO1327
 OO1327  HORZ ORDER  -  FIRST
 OO1327  VERT ORDER  -  FIRST     CLASS II
 OO1327  ELLP ORDER  -  THIRD     CLASS II
 OO1327
 OO1327.The horizontal coordinates were established by GPS observations
 OO1327.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO1327
 OO1327.The orthometric height was determined by differential leveling
 OO1327.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO1327
 OO1327.The ellipsoidal height was determined by GPS observations
 OO1327.and is referenced to NAD 83.
 OO1327
 OO1327.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1327;SPC MN S     -   172,363.750   800,190.894   MT  1.00003123   +0 00 06.0
 OO1327;UTM  15      - 4,833,623.274   419,548.383   MT  0.99967961   -0 41 19.2
 OO1327
 OO1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1327!SPC MN S     -   0.99995243  x   1.00003123  =   0.99998366
 OO1327!UTM  15      -   0.99995243  x   0.99967961  =   0.99963205
 OO1327
 OO1327:                Primary Azimuth Mark                     Grid Az
 OO1327:SPC MN S     -  2280 BA                                  088 02 06.9
 OO1327:UTM  15      -  2280 BA                                  088 43 32.1
 OO1327
 OO1327|---------------------------------------------------------------------|
 OO1327| PID    Reference Object                     Distance      Geod. Az  |
 OO1327|                                                           dddmmss.s |
 OO1327| OO1328 2280 BA                             APPROX. 1.4 KM 0880212.9 |
 OO1327|---------------------------------------------------------------------|
 OO1327
 OO1327                          SUPERSEDED SURVEY CONTROL
 OO1327
 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_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 = OCTOBER  6, 2006
 OO1328 ***********************************************************************
 OO1328  DESIGNATION -  2280 BA
 OO1328  PID         -  OO1328
 OO1328  STATE/COUNTY-  MN/FARIBAULT
 OO1328  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1328
 OO1328                         *CURRENT SURVEY CONTROL
 OO1328  ___________________________________________________________________
 OO1328* NAD 83(1996)-  43 39 06.02569(N)    093 58 50.83879(W)     ADJUSTED  
 OO1328* NAVD 88     -       331.250  (meters)    1086.78   (feet)  ADJUSTED  
 OO1328  ___________________________________________________________________
 OO1328  X           -    -320,902.795 (meters)                     COMP
 OO1328  Y           -  -4,611,343.021 (meters)                     COMP
 OO1328  Z           -   4,380,379.026 (meters)                     COMP
 OO1328  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 OO1328  ELLIP HEIGHT-         302.69  (meters)          (02/05/03) GPS OBS
 OO1328  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 OO1328  DYNAMIC HT  -         331.179 (meters)    1086.54  (feet)  COMP
 OO1328  MODELED GRAV-     980,396.4   (mgal)                       NAVD 88
 OO1328
 OO1328  HORZ ORDER  -  FIRST
 OO1328  VERT ORDER  -  FIRST     CLASS II
 OO1328  ELLP ORDER  -  THIRD     CLASS II
 OO1328
 OO1328.The horizontal coordinates were established by GPS observations
 OO1328.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO1328
 OO1328.The orthometric height was determined by differential leveling
 OO1328.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO1328
 OO1328.The ellipsoidal height was determined by GPS observations
 OO1328.and is referenced to NAD 83.
 OO1328
 OO1328.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1328;SPC MN S     -   172,410.373   801,549.911   MT  1.00003113   +0 00 48.5
 OO1328;UTM  15      - 4,833,653.507   420,907.383   MT  0.99967694   -0 40 37.4
 OO1328
 OO1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1328!SPC MN S     -   0.99995254  x   1.00003113  =   0.99998367
 OO1328!UTM  15      -   0.99995254  x   0.99967694  =   0.99962949
 OO1328
 OO1328:                Primary Azimuth Mark                     Grid Az
 OO1328:SPC MN S     -  2280 AZ                                  268 02 06.2
 OO1328:UTM  15      -  2280 AZ                                  268 43 32.1
 OO1328
 OO1328|---------------------------------------------------------------------|
 OO1328| PID    Reference Object                     Distance      Geod. Az  |
 OO1328|                                                           dddmmss.s |
 OO1328| OO1327 2280 AZ                             APPROX. 1.4 KM 2680254.7 |
 OO1328|---------------------------------------------------------------------|
 OO1328
 OO1328                          SUPERSEDED SURVEY CONTROL
 OO1328
 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: 15TVJ2090733654(NAD 83)
 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 = OCTOBER  6, 2006
 OO1329 ***********************************************************************
 OO1329  DESIGNATION -  2280 BB
 OO1329  PID         -  OO1329
 OO1329  STATE/COUNTY-  MN/FARIBAULT
 OO1329  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1329
 OO1329                         *CURRENT SURVEY CONTROL
 OO1329  ___________________________________________________________________
 OO1329* NAD 83(1986)-  43 39 06.     (N)    093 58 03.     (W)     SCALED    
 OO1329* NAVD 88     -       341.348  (meters)    1119.91   (feet)  ADJUSTED  
 OO1329  ___________________________________________________________________
 OO1329  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 OO1329  DYNAMIC HT  -         341.275 (meters)    1119.67  (feet)  COMP
 OO1329  MODELED GRAV-     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
 OO1329.and adjusted by the National Geodetic Survey in June 1991..
 OO1329
 OO1329.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1335 ***********************************************************************
 OO1335  DESIGNATION -  2280 BC
 OO1335  PID         -  OO1335
 OO1335  STATE/COUNTY-  MN/FARIBAULT
 OO1335  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1335
 OO1335                         *CURRENT SURVEY CONTROL
 OO1335  ___________________________________________________________________
 OO1335* NAD 83(1986)-  43 39 06.     (N)    093 57 25.     (W)     SCALED    
 OO1335* NAVD 88     -       331.100  (meters)    1086.28   (feet)  ADJUSTED  
 OO1335  ___________________________________________________________________
 OO1335  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 OO1335  DYNAMIC HT  -         331.029 (meters)    1086.05  (feet)  COMP
 OO1335  MODELED GRAV-     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
 OO1335.and adjusted by the National Geodetic Survey in June 1991..
 OO1335
 OO1335.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1336 ***********************************************************************
 OO1336  DESIGNATION -  2280 BD
 OO1336  PID         -  OO1336
 OO1336  STATE/COUNTY-  MN/FARIBAULT
 OO1336  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1336
 OO1336                         *CURRENT SURVEY CONTROL
 OO1336  ___________________________________________________________________
 OO1336* NAD 83(1986)-  43 39 09.     (N)    093 56 49.     (W)     SCALED    
 OO1336* NAVD 88     -       331.615  (meters)    1087.97   (feet)  ADJUSTED  
 OO1336  ___________________________________________________________________
 OO1336  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 OO1336  DYNAMIC HT  -         331.543 (meters)    1087.74  (feet)  COMP
 OO1336  MODELED GRAV-     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
 OO1336.and adjusted by the National Geodetic Survey in June 1991..
 OO1336
 OO1336.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1337 ***********************************************************************
 OO1337  CBN         -  This is a Cooperative Base Network Control Station.
 OO1337  DESIGNATION -  2280 BE
 OO1337  PID         -  OO1337
 OO1337  STATE/COUNTY-  MN/FARIBAULT
 OO1337  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1337
 OO1337                         *CURRENT SURVEY CONTROL
 OO1337  ___________________________________________________________________
 OO1337* NAD 83(1996)-  43 39 08.29551(N)    093 56 20.71991(W)     ADJUSTED  
 OO1337* NAVD 88     -       330.875  (meters)    1085.55   (feet)  ADJUSTED  
 OO1337  ___________________________________________________________________
 OO1337  X           -    -317,543.243 (meters)                     COMP
 OO1337  Y           -  -4,611,526.762 (meters)                     COMP
 OO1337  Z           -   4,380,429.383 (meters)                     COMP
 OO1337  LAPLACE CORR-          -5.97  (seconds)                    DEFLEC99
 OO1337  ELLIP HEIGHT-         302.21  (meters)          (01/15/97) GPS OBS
 OO1337  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 OO1337  DYNAMIC HT  -         330.802 (meters)    1085.31  (feet)  COMP
 OO1337  MODELED GRAV-     980,391.5   (mgal)                       NAVD 88
 OO1337
 OO1337  HORZ ORDER  -  B
 OO1337  VERT ORDER  -  FIRST     CLASS II
 OO1337  ELLP ORDER  -  FOURTH    CLASS I
 OO1337
 OO1337.The horizontal coordinates were established by GPS observations
 OO1337.and adjusted by the National Geodetic Survey in January 1997..
 OO1337
 OO1337.The orthometric height was determined by differential leveling
 OO1337.and adjusted by the National Geodetic Survey in June 1991..
 OO1337
 OO1337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1337
 OO1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1337
 OO1337.The ellipsoidal height was determined by GPS observations
 OO1337.and is referenced to NAD 83.
 OO1337
 OO1337.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1337;SPC MN S     -   172,482.077   804,914.042   MT  1.00003096   +0 02 33.7
 OO1337;UTM  15      - 4,833,684.638   424,270.931   MT  0.99967054   -0 38 53.8
 OO1337
 OO1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1337!SPC MN S     -   0.99995261  x   1.00003096  =   0.99998357
 OO1337!UTM  15      -   0.99995261  x   0.99967054  =   0.99962317
 OO1337
 OO1337                          SUPERSEDED SURVEY CONTROL
 OO1337
 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: 15TVJ2427133685(NAD 83)
 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 = OCTOBER  6, 2006
 OO1338 ***********************************************************************
 OO1338  DESIGNATION -  2280 BF
 OO1338  PID         -  OO1338
 OO1338  STATE/COUNTY-  MN/FARIBAULT
 OO1338  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1338
 OO1338                         *CURRENT SURVEY CONTROL
 OO1338  ___________________________________________________________________
 OO1338* NAD 83(1986)-  43 39 06.     (N)    093 55 38.     (W)     SCALED    
 OO1338* NAVD 88     -       340.838  (meters)    1118.23   (feet)  ADJUSTED  
 OO1338  ___________________________________________________________________
 OO1338  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 OO1338  DYNAMIC HT  -         340.763 (meters)    1117.99  (feet)  COMP
 OO1338  MODELED GRAV-     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
 OO1338.and adjusted by the National Geodetic Survey in June 1991..
 OO1338
 OO1338.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1342 ***********************************************************************
 OO1342  DESIGNATION -  2280 BG
 OO1342  PID         -  OO1342
 OO1342  STATE/COUNTY-  MN/FARIBAULT
 OO1342  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1342
 OO1342                         *CURRENT SURVEY CONTROL
 OO1342  ___________________________________________________________________
 OO1342* NAD 83(1986)-  43 39 08.     (N)    093 55 12.     (W)     SCALED    
 OO1342* NAVD 88     -       332.495  (meters)    1090.86   (feet)  ADJUSTED  
 OO1342  ___________________________________________________________________
 OO1342  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 OO1342  DYNAMIC HT  -         332.422 (meters)    1090.62  (feet)  COMP
 OO1342  MODELED GRAV-     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
 OO1342.and adjusted by the National Geodetic Survey in June 1991..
 OO1342
 OO1342.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1351 ***********************************************************************
 OO1351  DESIGNATION -  2280 BH
 OO1351  PID         -  OO1351
 OO1351  STATE/COUNTY-  MN/FARIBAULT
 OO1351  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1351
 OO1351                         *CURRENT SURVEY CONTROL
 OO1351  ___________________________________________________________________
 OO1351* NAD 83(1986)-  43 39 07.     (N)    093 54 35.     (W)     SCALED    
 OO1351* NAVD 88     -       336.589  (meters)    1104.29   (feet)  ADJUSTED  
 OO1351  ___________________________________________________________________
 OO1351  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 OO1351  DYNAMIC HT  -         336.514 (meters)    1104.05  (feet)  COMP
 OO1351  MODELED GRAV-     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
 OO1351.and adjusted by the National Geodetic Survey in June 1991..
 OO1351.WARNING-Repeat measurements at this control monument indicate possible
 OO1351.vertical movement.
 OO1351
 OO1351.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1349 ***********************************************************************
 OO1349  DESIGNATION -  2280 BJ
 OO1349  PID         -  OO1349
 OO1349  STATE/COUNTY-  MN/FARIBAULT
 OO1349  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1349
 OO1349                         *CURRENT SURVEY CONTROL
 OO1349  ___________________________________________________________________
 OO1349* NAD 83(1986)-  43 39 06.     (N)    093 53 13.     (W)     SCALED    
 OO1349* NAVD 88     -       345.882  (meters)    1134.78   (feet)  ADJUSTED  
 OO1349  ___________________________________________________________________
 OO1349  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 OO1349  DYNAMIC HT  -         345.804 (meters)    1134.53  (feet)  COMP
 OO1349  MODELED GRAV-     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
 OO1349.and adjusted by the National Geodetic Survey in June 1991..
 OO1349
 OO1349.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1346 ***********************************************************************
 OO1346  DESIGNATION -  2280 BK
 OO1346  PID         -  OO1346
 OO1346  STATE/COUNTY-  MN/FARIBAULT
 OO1346  USGS QUAD   -  BRUSH CREEK (1982)
 OO1346
 OO1346                         *CURRENT SURVEY CONTROL
 OO1346  ___________________________________________________________________
 OO1346* NAD 83(1986)-  43 39 06.     (N)    093 50 52.     (W)     SCALED    
 OO1346* NAVD 88     -       350.057  (meters)    1148.48   (feet)  ADJUSTED  
 OO1346  ___________________________________________________________________
 OO1346  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 OO1346  DYNAMIC HT  -         349.976 (meters)    1148.21  (feet)  COMP
 OO1346  MODELED GRAV-     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
 OO1346.and adjusted by the National Geodetic Survey in June 1991..
 OO1346
 OO1346.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1345 ***********************************************************************
 OO1345  DESIGNATION -  2280 BL
 OO1345  PID         -  OO1345
 OO1345  STATE/COUNTY-  MN/FARIBAULT
 OO1345  USGS QUAD   -  BRUSH CREEK (1982)
 OO1345
 OO1345                         *CURRENT SURVEY CONTROL
 OO1345  ___________________________________________________________________
 OO1345* NAD 83(1986)-  43 39 06.     (N)    093 49 58.     (W)     SCALED    
 OO1345* NAVD 88     -       349.668  (meters)    1147.20   (feet)  ADJUSTED  
 OO1345  ___________________________________________________________________
 OO1345  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 OO1345  DYNAMIC HT  -         349.586 (meters)    1146.93  (feet)  COMP
 OO1345  MODELED GRAV-     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
 OO1345.and adjusted by the National Geodetic Survey in June 1991..
 OO1345
 OO1345.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1344 ***********************************************************************
 OO1344  DESIGNATION -  2280 BM
 OO1344  PID         -  OO1344
 OO1344  STATE/COUNTY-  MN/FARIBAULT
 OO1344  USGS QUAD   -  BRUSH CREEK (1982)
 OO1344
 OO1344                         *CURRENT SURVEY CONTROL
 OO1344  ___________________________________________________________________
 OO1344* NAD 83(1996)-  43 39 03.22244(N)    093 49 11.11698(W)     ADJUSTED  
 OO1344* NAVD 88     -       352.594  (meters)    1156.80   (feet)  ADJUSTED  
 OO1344  ___________________________________________________________________
 OO1344  X           -    -307,946.028 (meters)                     COMP
 OO1344  Y           -  -4,612,301.441 (meters)                     COMP
 OO1344  Z           -   4,380,330.885 (meters)                     COMP
 OO1344  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 OO1344  ELLIP HEIGHT-         323.64  (meters)          (02/05/03) GPS OBS
 OO1344  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 OO1344  DYNAMIC HT  -         352.511 (meters)    1156.53  (feet)  COMP
 OO1344  MODELED GRAV-     980,375.1   (mgal)                       NAVD 88
 OO1344
 OO1344  HORZ ORDER  -  FIRST
 OO1344  VERT ORDER  -  FIRST     CLASS II
 OO1344  ELLP ORDER  -  THIRD     CLASS II
 OO1344
 OO1344.The horizontal coordinates were established by GPS observations
 OO1344.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO1344
 OO1344.The orthometric height was determined by differential leveling
 OO1344.and adjusted by the National Geodetic Survey in June 1991..
 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 DEFLEC99 derived deflections.
 OO1344
 OO1344.The ellipsoidal height was determined by GPS observations
 OO1344.and is referenced to NAD 83.
 OO1344
 OO1344.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1344;SPC MN S     -   172,339.705   814,541.729   MT  1.00003133   +0 07 34.8
 OO1344;UTM  15      - 4,833,426.165   433,892.645   MT  0.99965375   -0 33 57.1
 OO1344
 OO1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1344!SPC MN S     -   0.99994925  x   1.00003133  =   0.99998058
 OO1344!UTM  15      -   0.99994925  x   0.99965375  =   0.99960302
 OO1344
 OO1344                          SUPERSEDED SURVEY CONTROL
 OO1344
 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: 15TVJ3389333426(NAD 83)
 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 = OCTOBER  6, 2006
 OO1343 ***********************************************************************
 OO1343  DESIGNATION -  2280 BN
 OO1343  PID         -  OO1343
 OO1343  STATE/COUNTY-  MN/FARIBAULT
 OO1343  USGS QUAD   -  BRUSH CREEK (1982)
 OO1343
 OO1343                         *CURRENT SURVEY CONTROL
 OO1343  ___________________________________________________________________
 OO1343* NAD 83(1986)-  43 39 00.     (N)    093 48 28.     (W)     SCALED    
 OO1343* NAVD 88     -       356.541  (meters)    1169.75   (feet)  ADJUSTED  
 OO1343  ___________________________________________________________________
 OO1343  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 OO1343  DYNAMIC HT  -         356.457 (meters)    1169.48  (feet)  COMP
 OO1343  MODELED GRAV-     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
 OO1343.and adjusted by the National Geodetic Survey in June 1991..
 OO1343
 OO1343.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1353 ***********************************************************************
 OO1353  DESIGNATION -  2280 BP
 OO1353  PID         -  OO1353
 OO1353  STATE/COUNTY-  MN/FARIBAULT
 OO1353  USGS QUAD   -  BRUSH CREEK (1982)
 OO1353
 OO1353                         *CURRENT SURVEY CONTROL
 OO1353  ___________________________________________________________________
 OO1353* NAD 83(1986)-  43 39 02.     (N)    093 48 05.     (W)     SCALED    
 OO1353* NAVD 88     -       349.058  (meters)    1145.20   (feet)  ADJUSTED  
 OO1353  ___________________________________________________________________
 OO1353  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 OO1353  DYNAMIC HT  -         348.975 (meters)    1144.93  (feet)  COMP
 OO1353  MODELED GRAV-     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
 OO1353.and adjusted by the National Geodetic Survey in June 1991..
 OO1353
 OO1353.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1354 ***********************************************************************
 OO1354  DESIGNATION -  2280 BQ
 OO1354  PID         -  OO1354
 OO1354  STATE/COUNTY-  MN/FARIBAULT
 OO1354  USGS QUAD   -  BRUSH CREEK (1982)
 OO1354
 OO1354                         *CURRENT SURVEY CONTROL
 OO1354  ___________________________________________________________________
 OO1354* NAD 83(1986)-  43 38 54.     (N)    093 47 25.     (W)     SCALED    
 OO1354* NAVD 88     -       351.597  (meters)    1153.53   (feet)  ADJUSTED  
 OO1354  ___________________________________________________________________
 OO1354  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 OO1354  DYNAMIC HT  -         351.513 (meters)    1153.26  (feet)  COMP
 OO1354  MODELED GRAV-     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
 OO1354.and adjusted by the National Geodetic Survey in June 1991..
 OO1354
 OO1354.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1355 ***********************************************************************
 OO1355  DESIGNATION -  2280 BR
 OO1355  PID         -  OO1355
 OO1355  STATE/COUNTY-  MN/FARIBAULT
 OO1355  USGS QUAD   -  BRUSH CREEK (1982)
 OO1355
 OO1355                         *CURRENT SURVEY CONTROL
 OO1355  ___________________________________________________________________
 OO1355* NAD 83(1986)-  43 39 00.     (N)    093 46 31.     (W)     SCALED    
 OO1355* NAVD 88     -       349.147  (meters)    1145.49   (feet)  ADJUSTED  
 OO1355  ___________________________________________________________________
 OO1355  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 OO1355  DYNAMIC HT  -         349.063 (meters)    1145.22  (feet)  COMP
 OO1355  MODELED GRAV-     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
 OO1355.and adjusted by the National Geodetic Survey in June 1991..
 OO1355
 OO1355.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1356 ***********************************************************************
 OO1356  DESIGNATION -  2280 BS
 OO1356  PID         -  OO1356
 OO1356  STATE/COUNTY-  MN/FARIBAULT
 OO1356  USGS QUAD   -  BRUSH CREEK (1982)
 OO1356
 OO1356                         *CURRENT SURVEY CONTROL
 OO1356  ___________________________________________________________________
 OO1356* NAD 83(1996)-  43 39 04.25613(N)    093 45 35.83792(W)     ADJUSTED  
 OO1356* NAVD 88     -       348.892  (meters)    1144.66   (feet)  ADJUSTED  
 OO1356  ___________________________________________________________________
 OO1356  X           -    -303,130.364 (meters)                     COMP
 OO1356  Y           -  -4,612,595.578 (meters)                     COMP
 OO1356  Z           -   4,380,351.312 (meters)                     COMP
 OO1356  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 OO1356  ELLIP HEIGHT-         319.79  (meters)          (02/05/03) GPS OBS
 OO1356  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 OO1356  DYNAMIC HT  -         348.807 (meters)    1144.38  (feet)  COMP
 OO1356  MODELED GRAV-     980,367.8   (mgal)                       NAVD 88
 OO1356
 OO1356  HORZ ORDER  -  FIRST
 OO1356  VERT ORDER  -  SECOND    CLASS I
 OO1356  ELLP ORDER  -  THIRD     CLASS II
 OO1356
 OO1356.The horizontal coordinates were established by GPS observations
 OO1356.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO1356
 OO1356.The orthometric height was determined by differential leveling
 OO1356.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO1356
 OO1356.The ellipsoidal height was determined by GPS observations
 OO1356.and is referenced to NAD 83.
 OO1356
 OO1356.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1356;SPC MN S     -   172,384.011   819,366.113   MT  1.00003125   +0 10 05.7
 OO1356;UTM  15      - 4,833,412.164   438,715.373   MT  0.99964620   -0 31 28.5
 OO1356
 OO1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1356!SPC MN S     -   0.99994986  x   1.00003125  =   0.99998110
 OO1356!UTM  15      -   0.99994986  x   0.99964620  =   0.99959607
 OO1356
 OO1356                          SUPERSEDED SURVEY CONTROL
 OO1356
 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_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 = OCTOBER  6, 2006
 OO1357 ***********************************************************************
 OO1357  DESIGNATION -  2280 BT
 OO1357  PID         -  OO1357
 OO1357  STATE/COUNTY-  MN/FARIBAULT
 OO1357  USGS QUAD   -  WELLS (1982)
 OO1357
 OO1357                         *CURRENT SURVEY CONTROL
 OO1357  ___________________________________________________________________
 OO1357* NAD 83(1986)-  43 39 13.     (N)    093 44 49.     (W)     SCALED    
 OO1357* NAVD 88     -       349.331  (meters)    1146.10   (feet)  ADJUSTED  
 OO1357  ___________________________________________________________________
 OO1357  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 OO1357  DYNAMIC HT  -         349.246 (meters)    1145.82  (feet)  COMP
 OO1357  MODELED GRAV-     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
 OO1357.and adjusted by the National Geodetic Survey in June 1991..
 OO1357.WARNING-Repeat measurements at this control monument indicate possible
 OO1357.vertical movement.
 OO1357
 OO1357.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1359 ***********************************************************************
 OO1359  DESIGNATION -  2280 BU
 OO1359  PID         -  OO1359
 OO1359  STATE/COUNTY-  MN/FARIBAULT
 OO1359  USGS QUAD   -  WELLS (1982)
 OO1359
 OO1359                         *CURRENT SURVEY CONTROL
 OO1359  ___________________________________________________________________
 OO1359* NAD 83(1986)-  43 39 24.     (N)    093 43 42.     (W)     SCALED    
 OO1359* NAVD 88     -       360.969  (meters)    1184.28   (feet)  ADJUSTED  
 OO1359  ___________________________________________________________________
 OO1359  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 OO1359  DYNAMIC HT  -         360.881 (meters)    1183.99  (feet)  COMP
 OO1359  MODELED GRAV-     980,364.7   (mgal)                       NAVD 88
 OO1359
 OO1359  VERT ORDER  -  FIRST     CLASS II
 OO1359
 OO1359.The horizontal coordinates were scaled from a topographic map and have
 OO1359.an estimated accuracy of +/- 6 seconds.
 OO1359
 OO1359.The orthometric height was determined by differential leveling
 OO1359.and adjusted by the National Geodetic Survey in June 1991..
 OO1359.WARNING-Repeat measurements at this control monument indicate possible
 OO1359.vertical movement.
 OO1359
 OO1359.The geoid height was determined by GEOID03.
 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     -   173,000.      821,920.      MT  (+/- 180 meters Scaled)
 OO1359
 OO1359                          SUPERSEDED SURVEY CONTROL
 OO1359
 OO1359.No superseded survey control is available for this station.
 OO1359
 OO1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ412339(NAD 83)
 OO1359_MARKER: DD = SURVEY 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: MNDT  
 OO1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1359+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1359
 OO1359  HISTORY     - Date     Condition        Report By
 OO1359  HISTORY     - 1980     MONUMENTED       MNDT
 OO1359  HISTORY     - 19900907 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1416 ***********************************************************************
 OO1416  DESIGNATION -  2280 BV
 OO1416  PID         -  OO1416
 OO1416  STATE/COUNTY-  MN/FARIBAULT
 OO1416  USGS QUAD   -  WELLS (1982)
 OO1416
 OO1416                         *CURRENT SURVEY CONTROL
 OO1416  ___________________________________________________________________
 OO1416* NAD 83(1996)-  43 39 32.70882(N)    093 42 45.48826(W)     ADJUSTED  
 OO1416* NAVD 88     -       352.732  (meters)    1157.25   (feet)  ADJUSTED  
 OO1416  ___________________________________________________________________
 OO1416  X           -    -299,281.740 (meters)                     COMP
 OO1416  Y           -  -4,612,242.119 (meters)                     COMP
 OO1416  Z           -   4,380,989.263 (meters)                     COMP
 OO1416  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 OO1416  ELLIP HEIGHT-         323.54  (meters)          (02/05/03) GPS OBS
 OO1416  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 OO1416  DYNAMIC HT  -         352.645 (meters)    1156.97  (feet)  COMP
 OO1416  MODELED GRAV-     980,363.3   (mgal)                       NAVD 88
 OO1416
 OO1416  HORZ ORDER  -  FIRST
 OO1416  VERT ORDER  -  FIRST     CLASS II
 OO1416  ELLP ORDER  -  THIRD     CLASS II
 OO1416
 OO1416.The horizontal coordinates were established by GPS observations
 OO1416.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO1416
 OO1416.The orthometric height was determined by differential leveling
 OO1416.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO1416
 OO1416.The ellipsoidal height was determined by GPS observations
 OO1416.and is referenced to NAD 83.
 OO1416
 OO1416.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1416;SPC MN S     -   173,274.473   823,180.595   MT  1.00002924   +0 12 05.1
 OO1416;UTM  15      - 4,834,256.090   442,538.868   MT  0.99964061   -0 29 31.2
 OO1416
 OO1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1416!SPC MN S     -   0.99994927  x   1.00002924  =   0.99997851
 OO1416!UTM  15      -   0.99994927  x   0.99964061  =   0.99958990
 OO1416
 OO1416:                Primary Azimuth Mark                     Grid Az
 OO1416:SPC MN S     -  2280 BW                                  089 45 40.7
 OO1416:UTM  15      -  2280 BW                                  090 27 17.0
 OO1416
 OO1416|---------------------------------------------------------------------|
 OO1416| PID    Reference Object                     Distance      Geod. Az  |
 OO1416|                                                           dddmmss.s |
 OO1416| OO1417 2280 BW                             APPROX. 1.2 KM 0895745.8 |
 OO1416|---------------------------------------------------------------------|
 OO1416
 OO1416                          SUPERSEDED SURVEY CONTROL
 OO1416
 OO1416  NAD 83(1996)-  43 39 32.70877(N)    093 42 45.48795(W) AD(       ) 1
 OO1416  ELLIP H (03/16/99)  323.54   (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: 15TVJ4253934256(NAD 83)
 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 = OCTOBER  6, 2006
 OO1417 ***********************************************************************
 OO1417  DESIGNATION -  2280 BW
 OO1417  PID         -  OO1417
 OO1417  STATE/COUNTY-  MN/FARIBAULT
 OO1417  USGS QUAD   -  WELLS (1982)
 OO1417
 OO1417                         *CURRENT SURVEY CONTROL
 OO1417  ___________________________________________________________________
 OO1417* NAD 83(1996)-  43 39 32.72988(N)    093 41 54.11578(W)     ADJUSTED  
 OO1417* NAVD 88     -       355.052  (meters)    1164.87   (feet)  ADJUSTED  
 OO1417  ___________________________________________________________________
 OO1417  X           -    -298,133.080 (meters)                     COMP
 OO1417  Y           -  -4,612,317.721 (meters)                     COMP
 OO1417  Z           -   4,380,991.314 (meters)                     COMP
 OO1417  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 OO1417  ELLIP HEIGHT-         325.83  (meters)          (02/05/03) GPS OBS
 OO1417  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 OO1417  DYNAMIC HT  -         354.964 (meters)    1164.58  (feet)  COMP
 OO1417  MODELED GRAV-     980,362.0   (mgal)                       NAVD 88
 OO1417
 OO1417  HORZ ORDER  -  FIRST
 OO1417  VERT ORDER  -  SECOND    CLASS I
 OO1417  ELLP ORDER  -  THIRD     CLASS II
 OO1417
 OO1417.The horizontal coordinates were established by GPS observations
 OO1417.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO1417
 OO1417.The orthometric height was determined by differential leveling
 OO1417.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO1417
 OO1417.The ellipsoidal height was determined by GPS observations
 OO1417.and is referenced to NAD 83.
 OO1417
 OO1417.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1417;SPC MN S     -   173,279.270   824,331.705   MT  1.00002923   +0 12 41.1
 OO1417;UTM  15      - 4,834,246.958   443,689.504   MT  0.99963900   -0 28 55.7
 OO1417
 OO1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1417!SPC MN S     -   0.99994891  x   1.00002923  =   0.99997814
 OO1417!UTM  15      -   0.99994891  x   0.99963900  =   0.99958793
 OO1417
 OO1417:                Primary Azimuth Mark                     Grid Az
 OO1417:SPC MN S     -  2280 BV                                  269 45 40.2
 OO1417:UTM  15      -  2280 BV                                  270 27 17.0
 OO1417
 OO1417|---------------------------------------------------------------------|
 OO1417| PID    Reference Object                     Distance      Geod. Az  |
 OO1417|                                                           dddmmss.s |
 OO1417| OO1416 2280 BV                             APPROX. 1.2 KM 2695821.3 |
 OO1417|---------------------------------------------------------------------|
 OO1417
 OO1417                          SUPERSEDED SURVEY CONTROL
 OO1417
 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: 15TVJ4369034247(NAD 83)
 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 = OCTOBER  6, 2006
 OO1418 ***********************************************************************
 OO1418  DESIGNATION -  2280 BX
 OO1418  PID         -  OO1418
 OO1418  STATE/COUNTY-  MN/FARIBAULT
 OO1418  USGS QUAD   -  WELLS (1982)
 OO1418
 OO1418                         *CURRENT SURVEY CONTROL
 OO1418  ___________________________________________________________________
 OO1418* NAD 83(1986)-  43 39 32.     (N)    093 40 50.     (W)     SCALED    
 OO1418* NAVD 88     -       363.322  (meters)    1192.00   (feet)  ADJUSTED  
 OO1418  ___________________________________________________________________
 OO1418  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 OO1418  DYNAMIC HT  -         363.232 (meters)    1191.70  (feet)  COMP
 OO1418  MODELED GRAV-     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
 OO1418.and adjusted by the National Geodetic Survey in June 1991..
 OO1418
 OO1418.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1419 ***********************************************************************
 OO1419  DESIGNATION -  2280 BY
 OO1419  PID         -  OO1419
 OO1419  STATE/COUNTY-  MN/FARIBAULT
 OO1419  USGS QUAD   -  WELLS (1982)
 OO1419
 OO1419                         *CURRENT SURVEY CONTROL
 OO1419  ___________________________________________________________________
 OO1419* NAD 83(1986)-  43 39 47.     (N)    093 40 04.     (W)     SCALED    
 OO1419* NAVD 88     -       373.315  (meters)    1224.78   (feet)  ADJUSTED  
 OO1419  ___________________________________________________________________
 OO1419  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 OO1419  DYNAMIC HT  -         373.222 (meters)    1224.48  (feet)  COMP
 OO1419  MODELED GRAV-     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
 OO1419.and adjusted by the National Geodetic Survey in June 1991..
 OO1419.WARNING-Repeat measurements at this control monument indicate possible
 OO1419.vertical movement.
 OO1419
 OO1419.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1420 ***********************************************************************
 OO1420  DESIGNATION -  2280 BZ
 OO1420  PID         -  OO1420
 OO1420  STATE/COUNTY-  MN/FARIBAULT
 OO1420  USGS QUAD   -  WELLS (1982)
 OO1420
 OO1420                         *CURRENT SURVEY CONTROL
 OO1420  ___________________________________________________________________
 OO1420* NAD 83(1996)-  43 39 55.42283(N)    093 39 13.03587(W)     ADJUSTED  
 OO1420* NAVD 88     -       365.678  (meters)    1199.73   (feet)  ADJUSTED  
 OO1420  ___________________________________________________________________
 OO1420  X           -    -294,500.730 (meters)                     COMP
 OO1420  Y           -  -4,612,074.190 (meters)                     COMP
 OO1420  Z           -   4,381,505.298 (meters)                     COMP
 OO1420  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 OO1420  ELLIP HEIGHT-         336.40  (meters)          (02/05/03) GPS OBS
 OO1420  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 OO1420  DYNAMIC HT  -         365.586 (meters)    1199.43  (feet)  COMP
 OO1420  MODELED GRAV-     980,358.7   (mgal)                       NAVD 88
 OO1420
 OO1420  HORZ ORDER  -  FIRST
 OO1420  VERT ORDER  -  FIRST     CLASS II
 OO1420  ELLP ORDER  -  THIRD     CLASS II
 OO1420
 OO1420.The horizontal coordinates were established by GPS observations
 OO1420.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO1420
 OO1420.The orthometric height was determined by differential leveling
 OO1420.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO1420
 OO1420.The ellipsoidal height was determined by GPS observations
 OO1420.and is referenced to NAD 83.
 OO1420
 OO1420.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1420;SPC MN S     -   173,993.956   827,938.079   MT  1.00002764   +0 14 34.0
 OO1420;UTM  15      - 4,834,917.657   447,302.851   MT  0.99963416   -0 27 04.7
 OO1420
 OO1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1420!SPC MN S     -   0.99994725  x   1.00002764  =   0.99997489
 OO1420!UTM  15      -   0.99994725  x   0.99963416  =   0.99958143
 OO1420
 OO1420                          SUPERSEDED SURVEY CONTROL
 OO1420
 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: 15TVJ4730334918(NAD 83)
 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 = OCTOBER  6, 2006
 OP1207 ***********************************************************************
 OP1207  DESIGNATION -  2280 C
 OP1207  PID         -  OP1207
 OP1207  STATE/COUNTY-  MN/FARIBAULT
 OP1207  USGS QUAD   -  HUNTLEY (1967)
 OP1207
 OP1207                         *CURRENT SURVEY CONTROL
 OP1207  ___________________________________________________________________
 OP1207* NAD 83(1996)-  43 39 59.85730(N)    094 11 51.46423(W)     ADJUSTED  
 OP1207* NAVD 88     -       336.556  (meters)    1104.18   (feet)  ADJUSTED  
 OP1207  ___________________________________________________________________
 OP1207  X           -    -338,268.785 (meters)                     COMP
 OP1207  Y           -  -4,608,955.621 (meters)                     COMP
 OP1207  Z           -   4,381,584.903 (meters)                     COMP
 OP1207  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 OP1207  ELLIP HEIGHT-         308.30  (meters)          (02/05/03) GPS OBS
 OP1207  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 OP1207  DYNAMIC HT  -         336.488 (meters)    1103.96  (feet)  COMP
 OP1207  MODELED GRAV-     980,406.0   (mgal)                       NAVD 88
 OP1207
 OP1207  HORZ ORDER  -  FIRST
 OP1207  VERT ORDER  -  FIRST     CLASS II
 OP1207  ELLP ORDER  -  THIRD     CLASS II
 OP1207
 OP1207.The horizontal coordinates were established by GPS observations
 OP1207.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP1207
 OP1207.The orthometric height was determined by differential leveling
 OP1207.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP1207
 OP1207.The ellipsoidal height was determined by GPS observations
 OP1207.and is referenced to NAD 83.
 OP1207
 OP1207.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1207;SPC MN S     -   174,090.895   784,060.030   MT  1.00002733   -0 08 18.7
 OP1207;UTM  15      - 4,835,543.738   403,444.825   MT  0.99971467   -0 49 37.1
 OP1207
 OP1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1207!SPC MN S     -   0.99995166  x   1.00002733  =   0.99997899
 OP1207!UTM  15      -   0.99995166  x   0.99971467  =   0.99966634
 OP1207
 OP1207                          SUPERSEDED SURVEY CONTROL
 OP1207
 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: 15TVJ0344535544(NAD 83)
 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 = OCTOBER  6, 2006
 OO1334 ***********************************************************************
 OO1334  DESIGNATION -  2280 M
 OO1334  PID         -  OO1334
 OO1334  STATE/COUNTY-  MN/FARIBAULT
 OO1334  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1334
 OO1334                         *CURRENT SURVEY CONTROL
 OO1334  ___________________________________________________________________
 OO1334* NAD 83(1986)-  43 39 09.     (N)    093 57 28.     (W)     SCALED    
 OO1334* NAVD 88     -       330.783  (meters)    1085.24   (feet)  ADJUSTED  
 OO1334  ___________________________________________________________________
 OO1334  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 OO1334  DYNAMIC HT  -         330.711 (meters)    1085.01  (feet)  COMP
 OO1334  MODELED GRAV-     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
 OO1334.and adjusted by the National Geodetic Survey in June 1991..
 OO1334
 OO1334.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1350 ***********************************************************************
 OO1350  DESIGNATION -  2280 N
 OO1350  PID         -  OO1350
 OO1350  STATE/COUNTY-  MN/FARIBAULT
 OO1350  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1350
 OO1350                         *CURRENT SURVEY CONTROL
 OO1350  ___________________________________________________________________
 OO1350* NAD 83(1986)-  43 39 06.     (N)    093 53 52.     (W)     SCALED    
 OO1350* NAVD 88     -       337.538  (meters)    1107.41   (feet)  ADJUSTED  
 OO1350  ___________________________________________________________________
 OO1350  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 OO1350  DYNAMIC HT  -         337.463 (meters)    1107.16  (feet)  COMP
 OO1350  MODELED GRAV-     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
 OO1350.and adjusted by the National Geodetic Survey in June 1991..
 OO1350
 OO1350.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1348 ***********************************************************************
 OO1348  DESIGNATION -  2280 P
 OO1348  PID         -  OO1348
 OO1348  STATE/COUNTY-  MN/FARIBAULT
 OO1348  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1348
 OO1348                         *CURRENT SURVEY CONTROL
 OO1348  ___________________________________________________________________
 OO1348* NAD 83(1986)-  43 39 06.     (N)    093 52 35.     (W)     SCALED    
 OO1348* NAVD 88     -       340.942  (meters)    1118.57   (feet)  ADJUSTED  
 OO1348  ___________________________________________________________________
 OO1348  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 OO1348  DYNAMIC HT  -         340.865 (meters)    1118.32  (feet)  COMP
 OO1348  MODELED GRAV-     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
 OO1348.and adjusted by the National Geodetic Survey in June 1991..
 OO1348
 OO1348.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1347 ***********************************************************************
 OO1347  DESIGNATION -  2280 R
 OO1347  PID         -  OO1347
 OO1347  STATE/COUNTY-  MN/FARIBAULT
 OO1347  USGS QUAD   -  BRUSH CREEK (1982)
 OO1347
 OO1347                         *CURRENT SURVEY CONTROL
 OO1347  ___________________________________________________________________
 OO1347* NAD 83(1996)-  43 39 09.35309(N)    093 51 28.69533(W)     ADJUSTED  
 OO1347* NAVD 88     -       341.207  (meters)    1119.44   (feet)  ADJUSTED  
 OO1347  ___________________________________________________________________
 OO1347  X           -    -311,013.019 (meters)                     COMP
 OO1347  Y           -  -4,611,956.535 (meters)                     COMP
 OO1347  Z           -   4,380,459.986 (meters)                     COMP
 OO1347  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 OO1347  ELLIP HEIGHT-         312.33  (meters)          (02/05/03) GPS OBS
 OO1347  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 OO1347  DYNAMIC HT  -         341.129 (meters)    1119.19  (feet)  COMP
 OO1347  MODELED GRAV-     980,380.7   (mgal)                       NAVD 88
 OO1347
 OO1347  HORZ ORDER  -  FIRST
 OO1347  VERT ORDER  -  SECOND    CLASS I
 OO1347  ELLP ORDER  -  THIRD     CLASS II
 OO1347
 OO1347.The horizontal coordinates were established by GPS observations
 OO1347.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO1347
 OO1347.The orthometric height was determined by differential leveling
 OO1347.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO1347
 OO1347.The ellipsoidal height was determined by GPS observations
 OO1347.and is referenced to NAD 83.
 OO1347
 OO1347.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1347;SPC MN S     -   172,522.841   811,458.218   MT  1.00003089   +0 05 58.4
 OO1347;UTM  15      - 4,833,646.447   430,812.726   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  =   0.99998191
 OO1347!UTM  15      -   0.99995103  x   0.99965888  =   0.99960992
 OO1347
 OO1347                          SUPERSEDED SURVEY CONTROL
 OO1347
 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: 15TVJ3081333646(NAD 83)
 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 = OCTOBER  6, 2006
 OO1358 ***********************************************************************
 OO1358  DESIGNATION -  2280 X
 OO1358  PID         -  OO1358
 OO1358  STATE/COUNTY-  MN/FARIBAULT
 OO1358  USGS QUAD   -  WELLS (1982)
 OO1358
 OO1358                         *CURRENT SURVEY CONTROL
 OO1358  ___________________________________________________________________
 OO1358* NAD 83(1996)-  43 39 19.43629(N)    093 44 20.23326(W)     ADJUSTED  
 OO1358* NAVD 88     -       351.399  (meters)    1152.88   (feet)  ADJUSTED  
 OO1358  ___________________________________________________________________
 OO1358  X           -    -301,418.663 (meters)                     COMP
 OO1358  Y           -  -4,612,385.453 (meters)                     COMP
 OO1358  Z           -   4,380,692.028 (meters)                     COMP
 OO1358  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 OO1358  ELLIP HEIGHT-         322.29  (meters)          (02/05/03) GPS OBS
 OO1358  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 OO1358  DYNAMIC HT  -         351.314 (meters)    1152.60  (feet)  COMP
 OO1358  MODELED GRAV-     980,365.7   (mgal)                       NAVD 88
 OO1358
 OO1358  HORZ ORDER  -  FIRST
 OO1358  VERT ORDER  -  SECOND    CLASS I
 OO1358  ELLP ORDER  -  THIRD     CLASS II
 OO1358
 OO1358.The horizontal coordinates were established by GPS observations
 OO1358.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO1358
 OO1358.The orthometric height was determined by differential leveling
 OO1358.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO1358
 OO1358.The ellipsoidal height was determined by GPS observations
 OO1358.and is referenced to NAD 83.
 OO1358
 OO1358.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1358;SPC MN S     -   172,857.716   821,058.933   MT  1.00003017   +0 10 58.7
 OO1358;UTM  15      - 4,833,865.185   440,413.143   MT  0.99964367   -0 30 36.5
 OO1358
 OO1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1358!SPC MN S     -   0.99994946  x   1.00003017  =   0.99997963
 OO1358!UTM  15      -   0.99994946  x   0.99964367  =   0.99959315
 OO1358
 OO1358                          SUPERSEDED SURVEY CONTROL
 OO1358
 OO1358.No superseded survey control is available for this station.
 OO1358
 OO1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4041333865(NAD 83)
 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 = OCTOBER  6, 2006
 DF5922 ***********************************************************************
 DF5922  DESIGNATION -  23
 DF5922  PID         -  DF5922
 DF5922  STATE/COUNTY-  MN/PINE
 DF5922  USGS QUAD   -  BROOK PARK (1983)
 DF5922
 DF5922                         *CURRENT SURVEY CONTROL
 DF5922  ___________________________________________________________________
 DF5922* NAD 83(1996)-  45 59 19.33597(N)    093 02 00.83228(W)     ADJUSTED  
 DF5922* NAVD 88     -       314.8    (meters)    1033.     (feet)  GPS OBS   
 DF5922  ___________________________________________________________________
 DF5922  X           -    -234,938.496 (meters)                     COMP
 DF5922  Y           -  -4,433,201.821 (meters)                     COMP
 DF5922  Z           -   4,564,581.910 (meters)                     COMP
 DF5922  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 DF5922  ELLIP HEIGHT-         287.28  (meters)          (05/27/03) GPS OBS
 DF5922  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DF5922
 DF5922  HORZ ORDER  -  FIRST
 DF5922  ELLP ORDER  -  THIRD     CLASS I
 DF5922
 DF5922.The horizontal coordinates were established by GPS observations
 DF5922.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5922
 DF5922.The orthometric height was determined by GPS observations and a
 DF5922.high-resolution geoid model.
 DF5922
 DF5922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5922
 DF5922.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5922
 DF5922.The ellipsoidal height was determined by GPS observations
 DF5922.and is referenced to NAD 83.
 DF5922
 DF5922.The geoid height was determined by GEOID03.
 DF5922
 DF5922;                    North         East     Units Scale Factor Converg.
 DF5922;SPC MN C     -   210,614.210   894,238.935   MT  0.99994018   +0 52 47.8
 DF5922;UTM  15      - 5,092,793.026   497,400.493   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  =   0.99955506
 DF5922
 DF5922                          SUPERSEDED SURVEY CONTROL
 DF5922
 DF5922.No superseded survey control is available for this station.
 DF5922
 DF5922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9740092793(NAD 83)
 DF5922_MARKER: DD = SURVEY DISK
 DF5922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5922_STAMPING: NO 23
 DF5922_MARK LOGO: MN-115
 DF5922_PROJECTION: FLUSH
 DF5922_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5922+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 DF5922
 DF5922  HISTORY     - Date     Condition        Report By
 DF5922  HISTORY     - 1999     MONUMENTED       MN-115
 DF5922  HISTORY     - 20021010 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8690 ***********************************************************************
 DF8690  DESIGNATION -  23
 DF8690  PID         -  DF8690
 DF8690  STATE/COUNTY-  MN/KANABEC
 DF8690  USGS QUAD   -  MORA NORTH (1980)
 DF8690
 DF8690                         *CURRENT SURVEY CONTROL
 DF8690  ___________________________________________________________________
 DF8690* NAD 83(1996)-  45 57 17.35370(N)    093 20 22.00993(W)     ADJUSTED  
 DF8690* NAVD 88     -       329.7    (meters)    1082.     (feet)  GPS OBS   
 DF8690  ___________________________________________________________________
 DF8690  X           -    -258,760.739 (meters)                     COMP
 DF8690  Y           -  -4,434,598.105 (meters)                     COMP
 DF8690  Z           -   4,561,974.860 (meters)                     COMP
 DF8690  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 DF8690  ELLIP HEIGHT-         302.09  (meters)          (10/22/03) GPS OBS
 DF8690  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DF8690
 DF8690  HORZ ORDER  -  FIRST
 DF8690  ELLP ORDER  -  THIRD     CLASS II
 DF8690
 DF8690.The horizontal coordinates were established by GPS observations
 DF8690.and adjusted by the MN DEPT OF TRANSP in October 2003..
 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 DEFLEC99 derived deflections.
 DF8690
 DF8690.The ellipsoidal height was determined by GPS observations
 DF8690.and is referenced to NAD 83.
 DF8690
 DF8690.The geoid height was determined by GEOID03.
 DF8690
 DF8690;                    North         East     Units Scale Factor Converg.
 DF8690;SPC MN C     -   206,530.261   870,586.295   MT  0.99994390   +0 39 31.3
 DF8690;UTM  15      - 5,089,083.767   473,694.438   MT  0.99960851   -0 14 38.4
 DF8690
 DF8690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8690!SPC MN C     -   0.99995264  x   0.99994390  =   0.99989655
 DF8690!UTM  15      -   0.99995264  x   0.99960851  =   0.99956117
 DF8690
 DF8690                          SUPERSEDED SURVEY CONTROL
 DF8690
 DF8690.No superseded survey control is available for this station.
 DF8690
 DF8690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7369489084(NAD 83)
 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 = OCTOBER  6, 2006
 QP1684 ***********************************************************************
 QP1684  DESIGNATION -  23 2
 QP1684  PID         -  QP1684
 QP1684  STATE/COUNTY-  MN/KANDIYOHI
 QP1684  USGS QUAD   -  WILLMAR (1994)
 QP1684
 QP1684                         *CURRENT SURVEY CONTROL
 QP1684  ___________________________________________________________________
 QP1684* NAD 83(1986)-  45 06 12.     (N)    095 01 56.     (W)     SCALED    
 QP1684* NAVD 88     -       339.643  (meters)    1114.31   (feet)  ADJUSTED  
 QP1684  ___________________________________________________________________
 QP1684  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 QP1684  DYNAMIC HT  -         339.618 (meters)    1114.23  (feet)  COMP
 QP1684  MODELED GRAV-     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
 QP1684.and adjusted by the National Geodetic Survey in June 1991..
 QP1684
 QP1684.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1687 ***********************************************************************
 QP1687  DESIGNATION -  23 3
 QP1687  PID         -  QP1687
 QP1687  STATE/COUNTY-  MN/KANDIYOHI
 QP1687  USGS QUAD   -  WILLMAR (1994)
 QP1687
 QP1687                         *CURRENT SURVEY CONTROL
 QP1687  ___________________________________________________________________
 QP1687* NAD 83(1986)-  45 06 11.     (N)    095 01 18.     (W)     SCALED    
 QP1687* NAVD 88     -       340.145  (meters)    1115.96   (feet)  ADJUSTED  
 QP1687  ___________________________________________________________________
 QP1687  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 QP1687  DYNAMIC HT  -         340.120 (meters)    1115.88  (feet)  COMP
 QP1687  MODELED GRAV-     980,532.6   (mgal)                       NAVD 88
 QP1687
 QP1687  VERT ORDER  -  SECOND    CLASS II
 QP1687
 QP1687.The horizontal coordinates were scaled from a topographic map and have
 QP1687.an estimated accuracy of +/- 6 seconds.
 QP1687
 QP1687.The orthometric height was determined by differential leveling
 QP1687.and adjusted by the National Geodetic Survey in June 1991..
 QP1687
 QP1687.The geoid height was determined by GEOID03.
 QP1687
 QP1687.The dynamic height is computed by dividing the NAVD 88
 QP1687.geopotential number by the normal gravity value computed on the
 QP1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1687.degrees latitude (g = 980.6199 gals.).
 QP1687
 QP1687.The modeled gravity was interpolated from observed gravity values.
 QP1687
 QP1687;                    North         East    Units  Estimated Accuracy
 QP1687;SPC MN S     -   334,180.      719,590.      MT  (+/- 180 meters Scaled)
 QP1687
 QP1687                          SUPERSEDED SURVEY CONTROL
 QP1687
 QP1687.No superseded survey control is available for this station.
 QP1687
 QP1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK409963(NAD 83)
 QP1687_MARKER: DB = BENCH MARK DISK
 QP1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1687_SP_SET: CONCRETE POST
 QP1687_STAMPING: 23-3 1981
 QP1687_MARK LOGO: MNDT  
 QP1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1687+STABILITY: SURFACE MOTION
 QP1687
 QP1687  HISTORY     - Date     Condition        Report By
 QP1687  HISTORY     - 1981     MONUMENTED       MNDT
 QP1687
 QP1687                          STATION DESCRIPTION
 QP1687
 QP1687'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1687'IN WILLMAR.
 QP1687'THE MARK IS LOCATED 0.5 MILE SOUTH ALONG LAKELAND DRIVE FROM ITS
 QP1687'JUNCTION WITH WILLMAR AVENUE SOUTHEAST IN WILLMAR AND IS 3.4 FEET
 QP1687'NORTHWEST OF THE CAST IRON MONUMENT AT THE EAST 1/4 CORNER OF SECTION
 QP1687'23, T119N, R35W.  THE MARK 216 FEET EAST OF THE SOUTHEAST END OF A
 QP1687'METAL CULVERT UNDER NEW TRUNK HIGHWAY 23, 1.6 FEET NORTHWEST OF A
 QP1687'KANDIYOHI ELECTRIC BURIED CABLE WARNING SIGN AND 1.3 FEET NORTH OF A
 QP1687'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QP1687'STAMPED---23-3 1981---, IS SET IN THE TOP OF A MAGNETIC CONCRETE POST
 QP1687'THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1685 ***********************************************************************
 QP1685  DESIGNATION -  23 4
 QP1685  PID         -  QP1685
 QP1685  STATE/COUNTY-  MN/KANDIYOHI
 QP1685  USGS QUAD   -  WILLMAR (1994)
 QP1685
 QP1685                         *CURRENT SURVEY CONTROL
 QP1685  ___________________________________________________________________
 QP1685* NAD 83(1986)-  45 06 37.     (N)    095 01 56.     (W)     SCALED    
 QP1685* NAVD 88     -       343.618  (meters)    1127.35   (feet)  ADJUSTED  
 QP1685  ___________________________________________________________________
 QP1685  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 QP1685  DYNAMIC HT  -         343.593 (meters)    1127.27  (feet)  COMP
 QP1685  MODELED GRAV-     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
 QP1685.and adjusted by the National Geodetic Survey in June 1991..
 QP1685
 QP1685.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO0240 ***********************************************************************
 QO0240  DESIGNATION -  23 CAP
 QO0240  PID         -  QO0240
 QO0240  STATE/COUNTY-  MN/CHISAGO
 QO0240  USGS QUAD   -  RUSH CITY (1983)
 QO0240
 QO0240                         *CURRENT SURVEY CONTROL
 QO0240  ___________________________________________________________________
 QO0240* NAD 83(1986)-  45 41 10.     (N)    092 57 42.     (W)     SCALED    
 QO0240* NAVD 88     -       280.285  (meters)     919.57   (feet)  ADJUSTED  
 QO0240  ___________________________________________________________________
 QO0240  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 QO0240  DYNAMIC HT  -         280.282 (meters)     919.56  (feet)  COMP
 QO0240  MODELED GRAV-     980,597.4   (mgal)                       NAVD 88
 QO0240
 QO0240  VERT ORDER  -  SECOND    CLASS 0
 QO0240
 QO0240.The horizontal coordinates were scaled from a topographic map and have
 QO0240.an estimated accuracy of +/- 6 seconds.
 QO0240
 QO0240.The orthometric height was determined by differential leveling
 QO0240.and adjusted by the National Geodetic Survey in June 1991..
 QO0240
 QO0240.The geoid height was determined by GEOID03.
 QO0240
 QO0240.The dynamic height is computed by dividing the NAVD 88
 QO0240.geopotential number by the normal gravity value computed on the
 QO0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0240.degrees latitude (g = 980.6199 gals.).
 QO0240
 QO0240.The modeled gravity was interpolated from observed gravity values.
 QO0240
 QO0240;                    North         East    Units  Estimated Accuracy
 QO0240;SPC MN C     -   177,080.      900,360.      MT  (+/- 180 meters Scaled)
 QO0240
 QO0240                          SUPERSEDED SURVEY CONTROL
 QO0240
 QO0240  NGVD 29 (??/??/92)  280.223  (m)          919.37   (f) ADJ UNCH    2 0
 QO0240
 QO0240.Superseded values are not recommended for survey control.
 QO0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0240.See file dsdata.txt to determine how the superseded data were derived.
 QO0240
 QO0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL029591(NAD 83)
 QO0240_MARKER: P = PIPE CAP
 QO0240_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0240_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0240
 QO0240  HISTORY     - Date     Condition        Report By
 QO0240  HISTORY     - UNK      MONUMENTED       MRC
 QO0240  HISTORY     - 1959     GOOD             NGS
 QO0240  HISTORY     - 1968     MARK NOT FOUND   NGS
 QO0240
 QO0240                          STATION DESCRIPTION
 QO0240
 QO0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 QO0240'RUSH CITY.
 QO0240'THE MARK IS LOCATED IN THE YARD OF THE FIRST BAPTIST CHURCH.  THIS
 QO0240'CHURCH WAS THE PRESBYTERIAN CHURCH IN 1934.  IT IS 79.2 FEET SOUTH OF
 QO0240'THE APPROXIMATE CENTER OF THIRD STREET, 76.1 FEET EAST OF THE CENTER
 QO0240'LINE OF U. S. HIGHWAY 61 (OR BREMER AVENUE) AND 4 FEET NORTH OF THE
 QO0240'NORTH EDGE OF THE CHURCH.  THE 4-INCH IRON PIPE PROJECTS 7 INCHES.
 QO0240'NOTE-- THE CHURCH IS NOW THE EVANGELICAL CONVENENT CHURCH.
 QO0240
 QO0240                          STATION RECOVERY (1968)
 QO0240
 QO0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QO0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9853 ***********************************************************************
 AH9853  DESIGNATION -  23 CER
 AH9853  PID         -  AH9853
 AH9853  STATE/COUNTY-  MN/CLEARWATER
 AH9853  USGS QUAD   -  ZERKEL (1981)
 AH9853
 AH9853                         *CURRENT SURVEY CONTROL
 AH9853  ___________________________________________________________________
 AH9853* NAD 83(1986)-  47 18 40.     (N)    095 22 54.     (W)     SCALED    
 AH9853* NAVD 88     -       477.444  (meters)    1566.41   (feet)  ADJUSTED  
 AH9853  ___________________________________________________________________
 AH9853  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AH9853  DYNAMIC HT  -         477.481 (meters)    1566.54  (feet)  COMP
 AH9853  MODELED GRAV-     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
 AH9853.and adjusted by the National Geodetic Survey in June 2004..
 AH9853
 AH9853.The geoid height was determined by GEOID03.
 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.      627,510.      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: 15TUN199424(NAD 83)
 AH9853_MARKER: DB = BENCH MARK DISK
 AH9853_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH9853_SP_SET: SET IN CONCRETE 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 NOT SUITABLE FOR
 AH9853+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1992
 AH9853
 AH9853  HISTORY     - Date     Condition        Report By
 AH9853  HISTORY     - 1967     MONUMENTED       USGS
 AH9853  HISTORY     - 19920811 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6831 ***********************************************************************
 DF6831  DESIGNATION -  23 DWB
 DF6831  PID         -  DF6831
 DF6831  STATE/COUNTY-  MN/WATONWAN
 DF6831  USGS QUAD   -  ST JAMES EAST (1979)
 DF6831
 DF6831                         *CURRENT SURVEY CONTROL
 DF6831  ___________________________________________________________________
 DF6831* NAD 83(1996)-  43 55 14.28257(N)    094 37 09.62821(W)     ADJUSTED  
 DF6831* NAVD 88     -       339.7    (meters)    1114.     (feet)  GPS OBS   
 DF6831  ___________________________________________________________________
 DF6831  X           -    -370,609.610 (meters)                     COMP
 DF6831  Y           -  -4,586,874.585 (meters)                     COMP
 DF6831  Z           -   4,401,960.264 (meters)                     COMP
 DF6831  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 DF6831  ELLIP HEIGHT-         311.92  (meters)          (08/01/03) GPS OBS
 DF6831  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DF6831
 DF6831  HORZ ORDER  -  FIRST
 DF6831  ELLP ORDER  -  THIRD     CLASS I
 DF6831
 DF6831.The horizontal coordinates were established by GPS observations
 DF6831.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6831
 DF6831.The ellipsoidal height was determined by GPS observations
 DF6831.and is referenced to NAD 83.
 DF6831
 DF6831.The geoid height was determined by GEOID03.
 DF6831
 DF6831;                    North         East     Units Scale Factor Converg.
 DF6831;SPC MN S     -   202,482.284   750,260.648   MT  0.99997308   -0 26 02.8
 DF6831;UTM  15      - 4,864,332.417   369,997.141   MT  0.99980787   -1 07 24.4
 DF6831
 DF6831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6831!SPC MN S     -   0.99995109  x   0.99997308  =   0.99992417
 DF6831!UTM  15      -   0.99995109  x   0.99980787  =   0.99975897
 DF6831
 DF6831                          SUPERSEDED SURVEY CONTROL
 DF6831
 DF6831.No superseded survey control is available for this station.
 DF6831
 DF6831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6999764332(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 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 - October 02, 2002
 DF6831
 DF6831  HISTORY     - Date     Condition        Report By
 DF6831  HISTORY     - 1967     MONUMENTED       USGS
 DF6831  HISTORY     - 20021002 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6832 ***********************************************************************
 DF6832  DESIGNATION -  23 JMK
 DF6832  PID         -  DF6832
 DF6832  STATE/COUNTY-  MN/WATONWAN
 DF6832  USGS QUAD   -  LA SALLE (1967)
 DF6832
 DF6832                         *CURRENT SURVEY CONTROL
 DF6832  ___________________________________________________________________
 DF6832* NAD 83(1996)-  44 06 31.57516(N)    094 37 09.97658(W)     ADJUSTED  
 DF6832* NAVD 88     -       315.3    (meters)    1034.     (feet)  GPS OBS   
 DF6832  ___________________________________________________________________
 DF6832  X           -    -369,446.063 (meters)                     COMP
 DF6832  Y           -  -4,572,377.666 (meters)                     COMP
 DF6832  Z           -   4,416,977.559 (meters)                     COMP
 DF6832  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 DF6832  ELLIP HEIGHT-         287.43  (meters)          (08/01/03) GPS OBS
 DF6832  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DF6832
 DF6832  HORZ ORDER  -  FIRST
 DF6832  ELLP ORDER  -  THIRD     CLASS I
 DF6832
 DF6832.The horizontal coordinates were established by GPS observations
 DF6832.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6832
 DF6832.The ellipsoidal height was determined by GPS observations
 DF6832.and is referenced to NAD 83.
 DF6832
 DF6832.The geoid height was determined by GEOID03.
 DF6832
 DF6832;                    North         East     Units Scale Factor Converg.
 DF6832;SPC MN S     -   223,385.231   750,411.279   MT  0.99994540   -0 26 03.1
 DF6832;UTM  15      - 4,885,228.867   370,399.873   MT  0.99980657   -1 07 38.4
 DF6832
 DF6832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6832!SPC MN S     -   0.99995493  x   0.99994540  =   0.99990033
 DF6832!UTM  15      -   0.99995493  x   0.99980657  =   0.99976151
 DF6832
 DF6832                          SUPERSEDED SURVEY CONTROL
 DF6832
 DF6832.No superseded survey control is available for this station.
 DF6832
 DF6832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ7040085229(NAD 83)
 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 = OCTOBER  6, 2006
 RO1206 ***********************************************************************
 RO1206  DESIGNATION -  23 LNB
 RO1206  PID         -  RO1206
 RO1206  STATE/COUNTY-  MN/TODD
 RO1206  USGS QUAD   -  EAGLE BEND (1969)
 RO1206
 RO1206                         *CURRENT SURVEY CONTROL
 RO1206  ___________________________________________________________________
 RO1206* NAD 83(1986)-  46 14 16.     (N)    095 05 01.     (W)     SCALED    
 RO1206* NAVD 88     -       434.232  (meters)    1424.64   (feet)  ADJUSTED  
 RO1206  ___________________________________________________________________
 RO1206  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 RO1206  DYNAMIC HT  -         434.235 (meters)    1424.65  (feet)  COMP
 RO1206  MODELED GRAV-     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
 RO1206.and adjusted by the National Geodetic Survey in June 1991..
 RO1206
 RO1206.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PR0720 ***********************************************************************
 PR0720  DESIGNATION -  23 T
 PR0720  PID         -  PR0720
 PR0720  STATE/COUNTY-  MN/LINCOLN
 PR0720  USGS QUAD   -  PORTER SW (1967)
 PR0720
 PR0720                         *CURRENT SURVEY CONTROL
 PR0720  ___________________________________________________________________
 PR0720* NAD 83(1996)-  44 30 13.84531(N)    096 13 56.21507(W)     ADJUSTED  
 PR0720* NAVD 88     -       510.08   (+/-2cm)    1673.5    (feet)  VERTCON   
 PR0720  ___________________________________________________________________
 PR0720  LAPLACE CORR-          -6.23  (seconds)                    DEFLEC99
 PR0720  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 PR0720
 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.The vertical order pertains to the NGVD 29 superseded value.
 PR0720
 PR0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 PR0720
 PR0720.The geoid height was determined by GEOID03.
 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;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  =   0.99984616
 PR0720!UTM  14      -   0.99992412  x   1.00019533  =   1.00011943
 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: 14TQQ2001431563(NAD 83)
 PR0720_MARKER: DB = BENCH MARK DISK
 PR0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0720_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 DF8691 ***********************************************************************
 DF8691  DESIGNATION -  23 T RESET
 DF8691  PID         -  DF8691
 DF8691  STATE/COUNTY-  MN/KANABEC
 DF8691  USGS QUAD   -  SPRINGVALE (1961)
 DF8691
 DF8691                         *CURRENT SURVEY CONTROL
 DF8691  ___________________________________________________________________
 DF8691* NAD 83(1996)-  45 44 03.48249(N)    093 17 15.26257(W)     ADJUSTED  
 DF8691* NAVD 88     -       292.6    (meters)     960.     (feet)  GPS OBS   
 DF8691  ___________________________________________________________________
 DF8691  X           -    -255,752.656 (meters)                     COMP
 DF8691  Y           -  -4,452,361.367 (meters)                     COMP
 DF8691  Z           -   4,544,873.093 (meters)                     COMP
 DF8691  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 DF8691  ELLIP HEIGHT-         264.60  (meters)          (10/22/03) GPS OBS
 DF8691  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DF8691
 DF8691  HORZ ORDER  -  FIRST
 DF8691  ELLP ORDER  -  THIRD     CLASS II
 DF8691
 DF8691.The horizontal coordinates were established by GPS observations
 DF8691.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8691
 DF8691.The orthometric height was determined by GPS observations and a
 DF8691.high-resolution geoid model.
 DF8691
 DF8691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8691
 DF8691.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8691
 DF8691.The ellipsoidal height was determined by GPS observations
 DF8691.and is referenced to NAD 83.
 DF8691
 DF8691.The geoid height was determined by GEOID03.
 DF8691
 DF8691;                    North         East     Units Scale Factor Converg.
 DF8691;SPC MN C     -   182,070.226   874,905.219   MT  0.99997659   +0 41 46.3
 DF8691;UTM  15      - 5,064,567.374   477,626.222   MT  0.99960615   -0 12 21.4
 DF8691
 DF8691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8691!SPC MN C     -   0.99995852  x   0.99997659  =   0.99993511
 DF8691!UTM  15      -   0.99995852  x   0.99960615  =   0.99956469
 DF8691
 DF8691                          SUPERSEDED SURVEY CONTROL
 DF8691
 DF8691.No superseded survey control is available for this station.
 DF8691
 DF8691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7762664567(NAD 83)
 DF8691_MARKER: DD = SURVEY DISK
 DF8691_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF8691_STAMPING: 23 T RESET 1964
 DF8691_MARK LOGO: USGS  
 DF8691_PROJECTION: FLUSH
 DF8691_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8691+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 DF8691
 DF8691  HISTORY     - Date     Condition        Report By
 DF8691  HISTORY     - 1964     MONUMENTED       USGS
 DF8691  HISTORY     - 20021010 GOOD             MNDT
 DF8691
 DF8691                          STATION DESCRIPTION
 DF8691
 DF8691'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DF8691'5.05 MI (8.13 KM) SE ALONG TH 65 FROM JCT OF TH 70 IN BRUNSWICK TO TH
 DF8691'65 MP 53.80, THEN 2.7 MI (4.3 KM) WEST ON CO RD 4, 240 FT (73.2 M)
 DF8691'WEST OF LEGEND ST, 50 FT (15.2 M) SOUTH OF CO RD 4, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1579 ***********************************************************************
 OO1579  DESIGNATION -  2301 A
 OO1579  PID         -  OO1579
 OO1579  STATE/COUNTY-  MN/FILLMORE
 OO1579  USGS QUAD   -  SPRING VALLEY (1965)
 OO1579
 OO1579                         *CURRENT SURVEY CONTROL
 OO1579  ___________________________________________________________________
 OO1579* NAD 83(1986)-  43 42 39.     (N)    092 26 25.     (W)     SCALED    
 OO1579* NAVD 88     -       395.733  (meters)    1298.33   (feet)  ADJUSTED  
 OO1579  ___________________________________________________________________
 OO1579  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 OO1579  DYNAMIC HT  -         395.644 (meters)    1298.04  (feet)  COMP
 OO1579  MODELED GRAV-     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
 OO1579.and adjusted by the National Geodetic Survey in June 1991..
 OO1579
 OO1579.The geoid height was determined by GEOID03.
 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_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_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 - September 23, 1991
 OO1579
 OO1579  HISTORY     - Date     Condition        Report By
 OO1579  HISTORY     - 1981     MONUMENTED       MNDT
 OO1579  HISTORY     - 19900821 GOOD             NGS
 OO1579  HISTORY     - 19910923 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8027 ***********************************************************************
 AE8027  DESIGNATION -  2301 B
 AE8027  PID         -  AE8027
 AE8027  STATE/COUNTY-  MN/FILLMORE
 AE8027  USGS QUAD   -  SPRING VALLEY (1965)
 AE8027
 AE8027                         *CURRENT SURVEY CONTROL
 AE8027  ___________________________________________________________________
 AE8027* NAD 83(1986)-  43 42 39.     (N)    092 25 46.     (W)     SCALED    
 AE8027* NAVD 88     -       397.930  (meters)    1305.54   (feet)  ADJUSTED  
 AE8027  ___________________________________________________________________
 AE8027  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 AE8027  DYNAMIC HT  -         397.841 (meters)    1305.25  (feet)  COMP
 AE8027  MODELED GRAV-     980,384.1   (mgal)                       NAVD 88
 AE8027
 AE8027  VERT ORDER  -  SECOND    CLASS I
 AE8027
 AE8027.The horizontal coordinates were scaled from a topographic map and have
 AE8027.an estimated accuracy of +/- 6 seconds.
 AE8027
 AE8027.The orthometric height was determined by differential leveling
 AE8027.and adjusted by the National Geodetic Survey in November 1998..
 AE8027
 AE8027.The geoid height was determined by GEOID03.
 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     -   180,200.      926,570.      MT  (+/- 180 meters Scaled)
 AE8027
 AE8027                          SUPERSEDED SURVEY CONTROL
 AE8027
 AE8027.No superseded survey control is available for this station.
 AE8027
 AE8027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ459399(NAD 83)
 AE8027_MARKER: DV = VERTICAL CONTROL DISK
 AE8027_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 AE8028 ***********************************************************************
 AE8028  DESIGNATION -  2301 C
 AE8028  PID         -  AE8028
 AE8028  STATE/COUNTY-  MN/FILLMORE
 AE8028  USGS QUAD   -  SPRING VALLEY (1965)
 AE8028
 AE8028                         *CURRENT SURVEY CONTROL
 AE8028  ___________________________________________________________________
 AE8028* NAD 83(1986)-  43 42 25.     (N)    092 24 58.     (W)     SCALED    
 AE8028* NAVD 88     -       411.513  (meters)    1350.11   (feet)  ADJUSTED  
 AE8028  ___________________________________________________________________
 AE8028  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 AE8028  DYNAMIC HT  -         411.421 (meters)    1349.80  (feet)  COMP
 AE8028  MODELED GRAV-     980,383.8   (mgal)                       NAVD 88
 AE8028
 AE8028  VERT ORDER  -  SECOND    CLASS I
 AE8028
 AE8028.The horizontal coordinates were scaled from a topographic map and have
 AE8028.an estimated accuracy of +/- 6 seconds.
 AE8028
 AE8028.The orthometric height was determined by differential leveling
 AE8028.and adjusted by the National Geodetic Survey in November 1998..
 AE8028
 AE8028.The geoid height was determined by GEOID03.
 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     -   179,790.      927,660.      MT  (+/- 180 meters Scaled)
 AE8028
 AE8028                          SUPERSEDED SURVEY CONTROL
 AE8028
 AE8028.No superseded survey control is available for this station.
 AE8028
 AE8028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ470394(NAD 83)
 AE8028_MARKER: DV = VERTICAL CONTROL DISK
 AE8028_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 AE8029 ***********************************************************************
 AE8029  DESIGNATION -  2301 D
 AE8029  PID         -  AE8029
 AE8029  STATE/COUNTY-  MN/FILLMORE
 AE8029  USGS QUAD   -  SPRING VALLEY (1965)
 AE8029
 AE8029                         *CURRENT SURVEY CONTROL
 AE8029  ___________________________________________________________________
 AE8029* NAD 83(1986)-  43 42 06.     (N)    092 24 07.     (W)     SCALED    
 AE8029* NAVD 88     -       405.757  (meters)    1331.22   (feet)  ADJUSTED  
 AE8029  ___________________________________________________________________
 AE8029  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 AE8029  DYNAMIC HT  -         405.666 (meters)    1330.92  (feet)  COMP
 AE8029  MODELED GRAV-     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
 AE8029.and adjusted by the National Geodetic Survey in November 1998..
 AE8029
 AE8029.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 ON0655 ***********************************************************************
 ON0655  DESIGNATION -  2304 AA
 ON0655  PID         -  ON0655
 ON0655  STATE/COUNTY-  MN/FILLMORE
 ON0655  USGS QUAD   -  RUSHFORD WEST (1974)
 ON0655
 ON0655                         *CURRENT SURVEY CONTROL
 ON0655  ___________________________________________________________________
 ON0655* NAD 83(1986)-  43 48 14.     (N)    091 46 23.     (W)     SCALED    
 ON0655* NAVD 88     -       221.488  (meters)     726.67   (feet)  ADJUSTED  
 ON0655  ___________________________________________________________________
 ON0655  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 ON0655  DYNAMIC HT  -         221.451 (meters)     726.54  (feet)  COMP
 ON0655  MODELED GRAV-     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
 ON0655.and adjusted by the National Geodetic Survey in June 1991..
 ON0655
 ON0655.The geoid height was determined by GEOID03.
 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_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 - August 10, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON1262 ***********************************************************************
 ON1262  DESIGNATION -  2304 C
 ON1262  PID         -  ON1262
 ON1262  STATE/COUNTY-  MN/FILLMORE
 ON1262  USGS QUAD   -  LANESBORO (1965)
 ON1262
 ON1262                         *CURRENT SURVEY CONTROL
 ON1262  ___________________________________________________________________
 ON1262* NAD 83(1986)-  43 42 50.     (N)    091 58 37.     (W)     SCALED    
 ON1262* NAVD 88     -       263.022  (meters)     862.93   (feet)  ADJUSTED  
 ON1262  ___________________________________________________________________
 ON1262  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 ON1262  DYNAMIC HT  -         262.971 (meters)     862.76  (feet)  COMP
 ON1262  MODELED GRAV-     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
 ON1262.and adjusted by the National Geodetic Survey in June 1991..
 ON1262
 ON1262.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 ON1271 ***********************************************************************
 ON1271  DESIGNATION -  2304 T
 ON1271  PID         -  ON1271
 ON1271  STATE/COUNTY-  MN/FILLMORE
 ON1271  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1271
 ON1271                         *CURRENT SURVEY CONTROL
 ON1271  ___________________________________________________________________
 ON1271* NAD 83(1986)-  43 46 01.     (N)    091 52 14.     (W)     SCALED    
 ON1271* NAVD 88     -       231.003  (meters)     757.88   (feet)  ADJUSTED  
 ON1271  ___________________________________________________________________
 ON1271  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 ON1271  DYNAMIC HT  -         230.962 (meters)     757.75  (feet)  COMP
 ON1271  MODELED GRAV-     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
 ON1271.and adjusted by the National Geodetic Survey in June 1991..
 ON1271
 ON1271.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 ON1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1271_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 ON1272 ***********************************************************************
 ON1272  DESIGNATION -  2304 U
 ON1272  PID         -  ON1272
 ON1272  STATE/COUNTY-  MN/FILLMORE
 ON1272  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1272
 ON1272                         *CURRENT SURVEY CONTROL
 ON1272  ___________________________________________________________________
 ON1272* NAD 83(1986)-  43 46 43.     (N)    091 51 45.     (W)     SCALED    
 ON1272* NAVD 88     -       237.680  (meters)     779.79   (feet)  ADJUSTED  
 ON1272  ___________________________________________________________________
 ON1272  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 ON1272  DYNAMIC HT  -         237.638 (meters)     779.65  (feet)  COMP
 ON1272  MODELED GRAV-     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
 ON1272.and adjusted by the National Geodetic Survey in June 1991..
 ON1272
 ON1272.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 ON1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1272_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 ON1273 ***********************************************************************
 ON1273  DESIGNATION -  2304 V
 ON1273  PID         -  ON1273
 ON1273  STATE/COUNTY-  MN/FILLMORE
 ON1273  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1273
 ON1273                         *CURRENT SURVEY CONTROL
 ON1273  ___________________________________________________________________
 ON1273* NAD 83(1986)-  43 46 22.     (N)    091 50 41.     (W)     SCALED    
 ON1273* NAVD 88     -       231.750  (meters)     760.33   (feet)  ADJUSTED  
 ON1273  ___________________________________________________________________
 ON1273  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 ON1273  DYNAMIC HT  -         231.711 (meters)     760.21  (feet)  COMP
 ON1273  MODELED GRAV-     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
 ON1273.and adjusted by the National Geodetic Survey in June 1991..
 ON1273
 ON1273.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 ON1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1273_SP_SET: CONCRETE POST
 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 = OCTOBER  6, 2006
 ON1274 ***********************************************************************
 ON1274  DESIGNATION -  2304 X
 ON1274  PID         -  ON1274
 ON1274  STATE/COUNTY-  MN/FILLMORE
 ON1274  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1274
 ON1274                         *CURRENT SURVEY CONTROL
 ON1274  ___________________________________________________________________
 ON1274* NAD 83(1986)-  43 47 11.     (N)    091 49 38.     (W)     SCALED    
 ON1274* NAVD 88     -       229.996  (meters)     754.58   (feet)  ADJUSTED  
 ON1274  ___________________________________________________________________
 ON1274  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 ON1274  DYNAMIC HT  -         229.958 (meters)     754.45  (feet)  COMP
 ON1274  MODELED GRAV-     980,448.4   (mgal)                       NAVD 88
 ON1274
 ON1274  VERT ORDER  -  FIRST     CLASS II
 ON1274
 ON1274.The horizontal coordinates were scaled from a topographic map and have
 ON1274.an estimated accuracy of +/- 6 seconds.
 ON1274
 ON1274.The orthometric height was determined by differential leveling
 ON1274.and adjusted by the National Geodetic Survey in June 1991..
 ON1274
 ON1274.The geoid height was determined by GEOID03.
 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     -   189,700.      974,870.      MT  (+/- 180 meters Scaled)
 ON1274
 ON1274                          SUPERSEDED SURVEY CONTROL
 ON1274
 ON1274.No superseded survey control is available for this station.
 ON1274
 ON1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ943488(NAD 83)
 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_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 = OCTOBER  6, 2006
 OO1518 ***********************************************************************
 OO1518  DESIGNATION -  2305 A
 OO1518  PID         -  OO1518
 OO1518  STATE/COUNTY-  MN/FILLMORE
 OO1518  USGS QUAD   -  PILOT MOUND (1974)
 OO1518
 OO1518                         *CURRENT SURVEY CONTROL
 OO1518  ___________________________________________________________________
 OO1518* NAD 83(1986)-  43 49 21.     (N)    092 01 28.     (W)     SCALED    
 OO1518* NAVD 88     -       304.718  (meters)     999.73   (feet)  ADJUSTED  
 OO1518  ___________________________________________________________________
 OO1518  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 OO1518  DYNAMIC HT  -         304.659 (meters)     999.54  (feet)  COMP
 OO1518  MODELED GRAV-     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
 OO1518.and adjusted by the National Geodetic Survey in June 1991..
 OO1518
 OO1518.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1520 ***********************************************************************
 OO1520  DESIGNATION -  2305 AA
 OO1520  PID         -  OO1520
 OO1520  STATE/COUNTY-  MN/FILLMORE
 OO1520  USGS QUAD   -  PILOT MOUND (1974)
 OO1520
 OO1520                         *CURRENT SURVEY CONTROL
 OO1520  ___________________________________________________________________
 OO1520* NAD 83(1986)-  43 49 06.     (N)    092 02 43.     (W)     SCALED    
 OO1520* NAVD 88     -       289.161  (meters)     948.69   (feet)  ADJUSTED  
 OO1520  ___________________________________________________________________
 OO1520  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 OO1520  DYNAMIC HT  -         289.105 (meters)     948.51  (feet)  COMP
 OO1520  MODELED GRAV-     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
 OO1520.and adjusted by the National Geodetic Survey in June 1991..
 OO1520
 OO1520.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1521 ***********************************************************************
 OO1521  DESIGNATION -  2305 AB
 OO1521  PID         -  OO1521
 OO1521  STATE/COUNTY-  MN/FILLMORE
 OO1521  USGS QUAD   -  PILOT MOUND (1974)
 OO1521
 OO1521                         *CURRENT SURVEY CONTROL
 OO1521  ___________________________________________________________________
 OO1521* NAD 83(1986)-  43 49 04.     (N)    092 03 05.     (W)     SCALED    
 OO1521* NAVD 88     -       280.784  (meters)     921.21   (feet)  ADJUSTED  
 OO1521  ___________________________________________________________________
 OO1521  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 OO1521  DYNAMIC HT  -         280.729 (meters)     921.03  (feet)  COMP
 OO1521  MODELED GRAV-     980,416.9   (mgal)                       NAVD 88
 OO1521
 OO1521  VERT ORDER  -  SECOND    CLASS II
 OO1521
 OO1521.The horizontal coordinates were scaled from a topographic map and have
 OO1521.an estimated accuracy of +/- 6 seconds.
 OO1521
 OO1521.The orthometric height was determined by differential leveling
 OO1521.and adjusted by the National Geodetic Survey in June 1991..
 OO1521
 OO1521.The geoid height was determined by GEOID03.
 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     -   192,730.      956,750.      MT  (+/- 180 meters Scaled)
 OO1521
 OO1521                          SUPERSEDED SURVEY CONTROL
 OO1521
 OO1521.No superseded survey control is available for this station.
 OO1521
 OO1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ762520(NAD 83)
 OO1521_MARKER: DB = BENCH MARK DISK
 OO1521_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 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 = OCTOBER  6, 2006
 OO1522 ***********************************************************************
 OO1522  DESIGNATION -  2305 AC
 OO1522  PID         -  OO1522
 OO1522  STATE/COUNTY-  MN/FILLMORE
 OO1522  USGS QUAD   -  PILOT MOUND (1974)
 OO1522
 OO1522                         *CURRENT SURVEY CONTROL
 OO1522  ___________________________________________________________________
 OO1522* NAD 83(1986)-  43 49 06.     (N)    092 03 38.     (W)     SCALED    
 OO1522* NAVD 88     -       338.754  (meters)    1111.40   (feet)  ADJUSTED  
 OO1522  ___________________________________________________________________
 OO1522  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 OO1522  DYNAMIC HT  -         338.689 (meters)    1111.18  (feet)  COMP
 OO1522  MODELED GRAV-     980,416.9   (mgal)                       NAVD 88
 OO1522
 OO1522  VERT ORDER  -  SECOND    CLASS II
 OO1522
 OO1522.The horizontal coordinates were scaled from a topographic map and have
 OO1522.an estimated accuracy of +/- 6 seconds.
 OO1522
 OO1522.The orthometric height was determined by differential leveling
 OO1522.and adjusted by the National Geodetic Survey in June 1991..
 OO1522
 OO1522.The geoid height was determined by GEOID03.
 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     -   192,780.      956,010.      MT  (+/- 180 meters Scaled)
 OO1522
 OO1522                          SUPERSEDED SURVEY CONTROL
 OO1522
 OO1522.No superseded survey control is available for this station.
 OO1522
 OO1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ755521(NAD 83)
 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 = OCTOBER  6, 2006
 OO1523 ***********************************************************************
 OO1523  DESIGNATION -  2305 AD
 OO1523  PID         -  OO1523
 OO1523  STATE/COUNTY-  MN/FILLMORE
 OO1523  USGS QUAD   -  PILOT MOUND (1974)
 OO1523
 OO1523                         *CURRENT SURVEY CONTROL
 OO1523  ___________________________________________________________________
 OO1523* NAD 83(1986)-  43 49 33.     (N)    092 04 08.     (W)     SCALED    
 OO1523* NAVD 88     -       336.801  (meters)    1104.99   (feet)  ADJUSTED  
 OO1523  ___________________________________________________________________
 OO1523  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 OO1523  DYNAMIC HT  -         336.736 (meters)    1104.77  (feet)  COMP
 OO1523  MODELED GRAV-     980,418.2   (mgal)                       NAVD 88
 OO1523
 OO1523  VERT ORDER  -  SECOND    CLASS II
 OO1523
 OO1523.The horizontal coordinates were scaled from a topographic map and have
 OO1523.an estimated accuracy of +/- 6 seconds.
 OO1523
 OO1523.The orthometric height was determined by differential leveling
 OO1523.and adjusted by the National Geodetic Survey in June 1991..
 OO1523
 OO1523.The geoid height was determined by GEOID03.
 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     -   193,600.      955,320.      MT  (+/- 180 meters Scaled)
 OO1523
 OO1523                          SUPERSEDED SURVEY CONTROL
 OO1523
 OO1523.No superseded survey control is available for this station.
 OO1523
 OO1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ748529(NAD 83)
 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 = OCTOBER  6, 2006
 OO1524 ***********************************************************************
 OO1524  DESIGNATION -  2305 AE
 OO1524  PID         -  OO1524
 OO1524  STATE/COUNTY-  MN/FILLMORE
 OO1524  USGS QUAD   -  PILOT MOUND (1974)
 OO1524
 OO1524                         *CURRENT SURVEY CONTROL
 OO1524  ___________________________________________________________________
 OO1524* NAD 83(1986)-  43 50 09.     (N)    092 04 10.     (W)     SCALED    
 OO1524* NAVD 88     -       336.606  (meters)    1104.35   (feet)  ADJUSTED  
 OO1524  ___________________________________________________________________
 OO1524  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 OO1524  DYNAMIC HT  -         336.543 (meters)    1104.14  (feet)  COMP
 OO1524  MODELED GRAV-     980,419.5   (mgal)                       NAVD 88
 OO1524
 OO1524  VERT ORDER  -  SECOND    CLASS II
 OO1524
 OO1524.The horizontal coordinates were scaled from a topographic map and have
 OO1524.an estimated accuracy of +/- 6 seconds.
 OO1524
 OO1524.The orthometric height was determined by differential leveling
 OO1524.and adjusted by the National Geodetic Survey in June 1991..
 OO1524
 OO1524.The geoid height was determined by GEOID03.
 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     -   194,710.      955,250.      MT  (+/- 180 meters Scaled)
 OO1524
 OO1524                          SUPERSEDED SURVEY CONTROL
 OO1524
 OO1524.No superseded survey control is available for this station.
 OO1524
 OO1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ748540(NAD 83)
 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 = OCTOBER  6, 2006
 OO1525 ***********************************************************************
 OO1525  DESIGNATION -  2305 AE 1
 OO1525  PID         -  OO1525
 OO1525  STATE/COUNTY-  MN/FILLMORE
 OO1525  USGS QUAD   -  PILOT MOUND (1974)
 OO1525
 OO1525                         *CURRENT SURVEY CONTROL
 OO1525  ___________________________________________________________________
 OO1525* NAD 83(1986)-  43 50 20.     (N)    092 04 07.     (W)     SCALED    
 OO1525* NAVD 88     -       329.439  (meters)    1080.83   (feet)  ADJUSTED  
 OO1525  ___________________________________________________________________
 OO1525  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 OO1525  DYNAMIC HT  -         329.376 (meters)    1080.63  (feet)  COMP
 OO1525  MODELED GRAV-     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
 OO1525.and adjusted by the National Geodetic Survey in June 1991..
 OO1525
 OO1525.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1526 ***********************************************************************
 OO1526  DESIGNATION -  2305 AF
 OO1526  PID         -  OO1526
 OO1526  STATE/COUNTY-  MN/FILLMORE
 OO1526  USGS QUAD   -  PILOT MOUND (1974)
 OO1526
 OO1526                         *CURRENT SURVEY CONTROL
 OO1526  ___________________________________________________________________
 OO1526* NAD 83(1986)-  43 50 26.     (N)    092 04 51.     (W)     SCALED    
 OO1526* NAVD 88     -       339.383  (meters)    1113.46   (feet)  ADJUSTED  
 OO1526  ___________________________________________________________________
 OO1526  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 OO1526  DYNAMIC HT  -         339.319 (meters)    1113.25  (feet)  COMP
 OO1526  MODELED GRAV-     980,420.8   (mgal)                       NAVD 88
 OO1526
 OO1526  VERT ORDER  -  SECOND    CLASS II
 OO1526
 OO1526.The horizontal coordinates were scaled from a topographic map and have
 OO1526.an estimated accuracy of +/- 6 seconds.
 OO1526
 OO1526.The orthometric height was determined by differential leveling
 OO1526.and adjusted by the National Geodetic Survey in June 1991..
 OO1526
 OO1526.The geoid height was determined by GEOID03.
 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     -   195,210.      954,330.      MT  (+/- 180 meters Scaled)
 OO1526
 OO1526                          SUPERSEDED SURVEY CONTROL
 OO1526
 OO1526.No superseded survey control is available for this station.
 OO1526
 OO1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ738545(NAD 83)
 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 = OCTOBER  6, 2006
 OO1527 ***********************************************************************
 OO1527  DESIGNATION -  2305 AG
 OO1527  PID         -  OO1527
 OO1527  STATE/COUNTY-  MN/FILLMORE
 OO1527  USGS QUAD   -  PILOT MOUND (1974)
 OO1527
 OO1527                         *CURRENT SURVEY CONTROL
 OO1527  ___________________________________________________________________
 OO1527* NAD 83(1986)-  43 50 33.     (N)    092 05 27.     (W)     SCALED    
 OO1527* NAVD 88     -       330.798  (meters)    1085.29   (feet)  ADJUSTED  
 OO1527  ___________________________________________________________________
 OO1527  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 OO1527  DYNAMIC HT  -         330.736 (meters)    1085.09  (feet)  COMP
 OO1527  MODELED GRAV-     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
 OO1527.and adjusted by the National Geodetic Survey in June 1991..
 OO1527
 OO1527.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1528 ***********************************************************************
 OO1528  DESIGNATION -  2305 AH
 OO1528  PID         -  OO1528
 OO1528  STATE/COUNTY-  MN/FILLMORE
 OO1528  USGS QUAD   -  PILOT MOUND (1974)
 OO1528
 OO1528                         *CURRENT SURVEY CONTROL
 OO1528  ___________________________________________________________________
 OO1528* NAD 83(1986)-  43 50 45.     (N)    092 06 12.     (W)     SCALED    
 OO1528* NAVD 88     -       337.344  (meters)    1106.77   (feet)  ADJUSTED  
 OO1528  ___________________________________________________________________
 OO1528  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 OO1528  DYNAMIC HT  -         337.282 (meters)    1106.57  (feet)  COMP
 OO1528  MODELED GRAV-     980,423.1   (mgal)                       NAVD 88
 OO1528
 OO1528  VERT ORDER  -  SECOND    CLASS II
 OO1528
 OO1528.The horizontal coordinates were scaled from a topographic map and have
 OO1528.an estimated accuracy of +/- 6 seconds.
 OO1528
 OO1528.The orthometric height was determined by differential leveling
 OO1528.and adjusted by the National Geodetic Survey in June 1991..
 OO1528
 OO1528.The geoid height was determined by GEOID03.
 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     -   195,750.      952,500.      MT  (+/- 180 meters Scaled)
 OO1528
 OO1528                          SUPERSEDED SURVEY CONTROL
 OO1528
 OO1528.No superseded survey control is available for this station.
 OO1528
 OO1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ720551(NAD 83)
 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 = OCTOBER  6, 2006
 ON1230 ***********************************************************************
 ON1230  DESIGNATION -  2305 B
 ON1230  PID         -  ON1230
 ON1230  STATE/COUNTY-  MN/FILLMORE
 ON1230  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1230
 ON1230                         *CURRENT SURVEY CONTROL
 ON1230  ___________________________________________________________________
 ON1230* NAD 83(1986)-  43 48 29.     (N)    091 45 53.     (W)     SCALED    
 ON1230* NAVD 88     -       238.381  (meters)     782.09   (feet)  ADJUSTED  
 ON1230  ___________________________________________________________________
 ON1230  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 ON1230  DYNAMIC HT  -         238.342 (meters)     781.96  (feet)  COMP
 ON1230  MODELED GRAV-     980,448.1   (mgal)                       NAVD 88
 ON1230
 ON1230  VERT ORDER  -  SECOND    CLASS II
 ON1230
 ON1230.The horizontal coordinates were scaled from a topographic map and have
 ON1230.an estimated accuracy of +/- 6 seconds.
 ON1230
 ON1230.The orthometric height was determined by differential leveling
 ON1230.and adjusted by the National Geodetic Survey in June 1991..
 ON1230
 ON1230.The geoid height was determined by GEOID03.
 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     -   192,250.      979,840.      MT  (+/- 180 meters Scaled)
 ON1230
 ON1230                          SUPERSEDED SURVEY CONTROL
 ON1230
 ON1230.No superseded survey control is available for this station.
 ON1230
 ON1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ993512(NAD 83)
 ON1230_MARKER: DB = BENCH MARK 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: MNDT  
 ON1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1230
 ON1230  HISTORY     - Date     Condition        Report By
 ON1230  HISTORY     - 1979     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON1231 ***********************************************************************
 ON1231  DESIGNATION -  2305 C
 ON1231  PID         -  ON1231
 ON1231  STATE/COUNTY-  MN/FILLMORE
 ON1231  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1231
 ON1231                         *CURRENT SURVEY CONTROL
 ON1231  ___________________________________________________________________
 ON1231* NAD 83(1986)-  43 48 32.     (N)    091 46 37.     (W)     SCALED    
 ON1231* NAVD 88     -       240.503  (meters)     789.05   (feet)  ADJUSTED  
 ON1231  ___________________________________________________________________
 ON1231  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 ON1231  DYNAMIC HT  -         240.462 (meters)     788.92  (feet)  COMP
 ON1231  MODELED GRAV-     980,445.8   (mgal)                       NAVD 88
 ON1231
 ON1231  VERT ORDER  -  SECOND    CLASS II
 ON1231
 ON1231.The horizontal coordinates were scaled from a topographic map and have
 ON1231.an estimated accuracy of +/- 6 seconds.
 ON1231
 ON1231.The orthometric height was determined by differential leveling
 ON1231.and adjusted by the National Geodetic Survey in June 1991..
 ON1231
 ON1231.The geoid height was determined by GEOID03.
 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     -   192,310.      978,850.      MT  (+/- 180 meters Scaled)
 ON1231
 ON1231                          SUPERSEDED SURVEY CONTROL
 ON1231
 ON1231.No superseded survey control is available for this station.
 ON1231
 ON1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ983513(NAD 83)
 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 = OCTOBER  6, 2006
 ON1232 ***********************************************************************
 ON1232  DESIGNATION -  2305 D
 ON1232  PID         -  ON1232
 ON1232  STATE/COUNTY-  MN/FILLMORE
 ON1232  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1232
 ON1232                         *CURRENT SURVEY CONTROL
 ON1232  ___________________________________________________________________
 ON1232* NAD 83(1986)-  43 48 25.     (N)    091 47 27.     (W)     SCALED    
 ON1232* NAVD 88     -       225.669  (meters)     740.38   (feet)  ADJUSTED  
 ON1232  ___________________________________________________________________
 ON1232  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 ON1232  DYNAMIC HT  -         225.631 (meters)     740.26  (feet)  COMP
 ON1232  MODELED GRAV-     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
 ON1232.and adjusted by the National Geodetic Survey in June 1991..
 ON1232
 ON1232.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 ON1233 ***********************************************************************
 ON1233  DESIGNATION -  2305 E
 ON1233  PID         -  ON1233
 ON1233  STATE/COUNTY-  MN/FILLMORE
 ON1233  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1233
 ON1233                         *CURRENT SURVEY CONTROL
 ON1233  ___________________________________________________________________
 ON1233* NAD 83(1986)-  43 48 25.     (N)    091 48 10.     (W)     SCALED    
 ON1233* NAVD 88     -       232.582  (meters)     763.06   (feet)  ADJUSTED  
 ON1233  ___________________________________________________________________
 ON1233  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 ON1233  DYNAMIC HT  -         232.542 (meters)     762.93  (feet)  COMP
 ON1233  MODELED GRAV-     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
 ON1233.and adjusted by the National Geodetic Survey in June 1991..
 ON1233
 ON1233.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 ON1234 ***********************************************************************
 ON1234  DESIGNATION -  2305 F
 ON1234  PID         -  ON1234
 ON1234  STATE/COUNTY-  MN/FILLMORE
 ON1234  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1234
 ON1234                         *CURRENT SURVEY CONTROL
 ON1234  ___________________________________________________________________
 ON1234* NAD 83(1986)-  43 48 24.     (N)    091 48 20.     (W)     SCALED    
 ON1234* NAVD 88     -       237.900  (meters)     780.51   (feet)  ADJUSTED  
 ON1234  ___________________________________________________________________
 ON1234  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 ON1234  DYNAMIC HT  -         237.859 (meters)     780.38  (feet)  COMP
 ON1234  MODELED GRAV-     980,443.8   (mgal)                       NAVD 88
 ON1234
 ON1234  VERT ORDER  -  SECOND    CLASS II
 ON1234
 ON1234.The horizontal coordinates were scaled from a topographic map and have
 ON1234.an estimated accuracy of +/- 6 seconds.
 ON1234
 ON1234.The orthometric height was determined by differential leveling
 ON1234.and adjusted by the National Geodetic Survey in June 1991..
 ON1234
 ON1234.The geoid height was determined by GEOID03.
 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     -   192,000.      976,560.      MT  (+/- 180 meters Scaled)
 ON1234
 ON1234                          SUPERSEDED SURVEY CONTROL
 ON1234
 ON1234.No superseded survey control is available for this station.
 ON1234
 ON1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ960510(NAD 83)
 ON1234_MARKER: DB = BENCH MARK DISK
 ON1234_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 ON1235 ***********************************************************************
 ON1235  DESIGNATION -  2305 G
 ON1235  PID         -  ON1235
 ON1235  STATE/COUNTY-  MN/FILLMORE
 ON1235  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1235
 ON1235                         *CURRENT SURVEY CONTROL
 ON1235  ___________________________________________________________________
 ON1235* NAD 83(1986)-  43 48 36.     (N)    091 48 48.     (W)     SCALED    
 ON1235* NAVD 88     -       259.344  (meters)     850.86   (feet)  ADJUSTED  
 ON1235  ___________________________________________________________________
 ON1235  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 ON1235  DYNAMIC HT  -         259.301 (meters)     850.72  (feet)  COMP
 ON1235  MODELED GRAV-     980,442.7   (mgal)                       NAVD 88
 ON1235
 ON1235  VERT ORDER  -  SECOND    CLASS II
 ON1235
 ON1235.The horizontal coordinates were scaled from a topographic map and have
 ON1235.an estimated accuracy of +/- 6 seconds.
 ON1235
 ON1235.The orthometric height was determined by differential leveling
 ON1235.and adjusted by the National Geodetic Survey in June 1991..
 ON1235
 ON1235.The geoid height was determined by GEOID03.
 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     -   192,360.      975,920.      MT  (+/- 180 meters Scaled)
 ON1235
 ON1235                          SUPERSEDED SURVEY CONTROL
 ON1235
 ON1235.No superseded survey control is available for this station.
 ON1235
 ON1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ954514(NAD 83)
 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 = OCTOBER  6, 2006
 ON1236 ***********************************************************************
 ON1236  DESIGNATION -  2305 H
 ON1236  PID         -  ON1236
 ON1236  STATE/COUNTY-  MN/FILLMORE
 ON1236  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1236
 ON1236                         *CURRENT SURVEY CONTROL
 ON1236  ___________________________________________________________________
 ON1236* NAD 83(1986)-  43 48 53.     (N)    091 49 10.     (W)     SCALED    
 ON1236* NAVD 88     -       262.807  (meters)     862.23   (feet)  ADJUSTED  
 ON1236  ___________________________________________________________________
 ON1236  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 ON1236  DYNAMIC HT  -         262.762 (meters)     862.08  (feet)  COMP
 ON1236  MODELED GRAV-     980,440.8   (mgal)                       NAVD 88
 ON1236
 ON1236  VERT ORDER  -  SECOND    CLASS II
 ON1236
 ON1236.The horizontal coordinates were scaled from a topographic map and have
 ON1236.an estimated accuracy of +/- 6 seconds.
 ON1236
 ON1236.The orthometric height was determined by differential leveling
 ON1236.and adjusted by the National Geodetic Survey in June 1991..
 ON1236
 ON1236.The geoid height was determined by GEOID03.
 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     -   192,870.      975,420.      MT  (+/- 180 meters Scaled)
 ON1236
 ON1236                          SUPERSEDED SURVEY CONTROL
 ON1236
 ON1236.No superseded survey control is available for this station.
 ON1236
 ON1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ949519(NAD 83)
 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 = OCTOBER  6, 2006
 ON1237 ***********************************************************************
 ON1237  DESIGNATION -  2305 J
 ON1237  PID         -  ON1237
 ON1237  STATE/COUNTY-  MN/FILLMORE
 ON1237  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1237
 ON1237                         *CURRENT SURVEY CONTROL
 ON1237  ___________________________________________________________________
 ON1237* NAD 83(1986)-  43 49 13.     (N)    091 49 30.     (W)     SCALED    
 ON1237* NAVD 88     -       290.523  (meters)     953.16   (feet)  ADJUSTED  
 ON1237  ___________________________________________________________________
 ON1237  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 ON1237  DYNAMIC HT  -         290.473 (meters)     952.99  (feet)  COMP
 ON1237  MODELED GRAV-     980,438.2   (mgal)                       NAVD 88
 ON1237
 ON1237  VERT ORDER  -  SECOND    CLASS II
 ON1237
 ON1237.The horizontal coordinates were scaled from a topographic map and have
 ON1237.an estimated accuracy of +/- 6 seconds.
 ON1237
 ON1237.The orthometric height was determined by differential leveling
 ON1237.and adjusted by the National Geodetic Survey in June 1991..
 ON1237
 ON1237.The geoid height was determined by GEOID03.
 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     -   193,470.      974,950.      MT  (+/- 180 meters Scaled)
 ON1237
 ON1237                          SUPERSEDED SURVEY CONTROL
 ON1237
 ON1237.No superseded survey control is available for this station.
 ON1237
 ON1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ944525(NAD 83)
 ON1237_MARKER: DB = BENCH MARK DISK
 ON1237_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 ON1238 ***********************************************************************
 ON1238  DESIGNATION -  2305 K
 ON1238  PID         -  ON1238
 ON1238  STATE/COUNTY-  MN/FILLMORE
 ON1238  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1238
 ON1238                         *CURRENT SURVEY CONTROL
 ON1238  ___________________________________________________________________
 ON1238* NAD 83(1986)-  43 49 36.     (N)    091 49 55.     (W)     SCALED    
 ON1238* NAVD 88     -       362.716  (meters)    1190.01   (feet)  ADJUSTED  
 ON1238  ___________________________________________________________________
 ON1238  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 ON1238  DYNAMIC HT  -         362.653 (meters)    1189.80  (feet)  COMP
 ON1238  MODELED GRAV-     980,434.6   (mgal)                       NAVD 88
 ON1238
 ON1238  VERT ORDER  -  SECOND    CLASS II
 ON1238
 ON1238.The horizontal coordinates were scaled from a topographic map and have
 ON1238.an estimated accuracy of +/- 6 seconds.
 ON1238
 ON1238.The orthometric height was determined by differential leveling
 ON1238.and adjusted by the National Geodetic Survey in June 1991..
 ON1238
 ON1238.The geoid height was determined by GEOID03.
 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     -   194,170.      974,380.      MT  (+/- 180 meters Scaled)
 ON1238
 ON1238                          SUPERSEDED SURVEY CONTROL
 ON1238
 ON1238.No superseded survey control is available for this station.
 ON1238
 ON1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ939532(NAD 83)
 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 = OCTOBER  6, 2006
 ON1241 ***********************************************************************
 ON1241  DESIGNATION -  2305 L
 ON1241  PID         -  ON1241
 ON1241  STATE/COUNTY-  MN/FILLMORE
 ON1241  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1241
 ON1241                         *CURRENT SURVEY CONTROL
 ON1241  ___________________________________________________________________
 ON1241* NAD 83(1986)-  43 49 13.     (N)    091 50 03.     (W)     SCALED    
 ON1241* NAVD 88     -       369.990  (meters)    1213.88   (feet)  ADJUSTED  
 ON1241  ___________________________________________________________________
 ON1241  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 ON1241  DYNAMIC HT  -         369.927 (meters)    1213.67  (feet)  COMP
 ON1241  MODELED GRAV-     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
 ON1241.and adjusted by the National Geodetic Survey in June 1991..
 ON1241
 ON1241.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 ON1242 ***********************************************************************
 ON1242  DESIGNATION -  2305 M
 ON1242  PID         -  ON1242
 ON1242  STATE/COUNTY-  MN/FILLMORE
 ON1242  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1242
 ON1242                         *CURRENT SURVEY CONTROL
 ON1242  ___________________________________________________________________
 ON1242* NAD 83(1986)-  43 49 48.     (N)    091 50 44.     (W)     SCALED    
 ON1242* NAVD 88     -       382.836  (meters)    1256.02   (feet)  ADJUSTED  
 ON1242  ___________________________________________________________________
 ON1242  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 ON1242  DYNAMIC HT  -         382.768 (meters)    1255.80  (feet)  COMP
 ON1242  MODELED GRAV-     980,429.4   (mgal)                       NAVD 88
 ON1242
 ON1242  VERT ORDER  -  SECOND    CLASS II
 ON1242
 ON1242.The horizontal coordinates were scaled from a topographic map and have
 ON1242.an estimated accuracy of +/- 6 seconds.
 ON1242
 ON1242.The orthometric height was determined by differential leveling
 ON1242.and adjusted by the National Geodetic Survey in June 1991..
 ON1242
 ON1242.The geoid height was determined by GEOID03.
 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     -   194,510.      973,270.      MT  (+/- 180 meters Scaled)
 ON1242
 ON1242                          SUPERSEDED SURVEY CONTROL
 ON1242
 ON1242.No superseded survey control is available for this station.
 ON1242
 ON1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ928536(NAD 83)
 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 = OCTOBER  6, 2006
 ON1243 ***********************************************************************
 ON1243  DESIGNATION -  2305 N
 ON1243  PID         -  ON1243
 ON1243  STATE/COUNTY-  MN/FILLMORE
 ON1243  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1243
 ON1243                         *CURRENT SURVEY CONTROL
 ON1243  ___________________________________________________________________
 ON1243* NAD 83(1986)-  43 49 46.     (N)    091 51 36.     (W)     SCALED    
 ON1243* NAVD 88     -       375.214  (meters)    1231.01   (feet)  ADJUSTED  
 ON1243  ___________________________________________________________________
 ON1243  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 ON1243  DYNAMIC HT  -         375.145 (meters)    1230.79  (feet)  COMP
 ON1243  MODELED GRAV-     980,423.8   (mgal)                       NAVD 88
 ON1243
 ON1243  VERT ORDER  -  SECOND    CLASS II
 ON1243
 ON1243.The horizontal coordinates were scaled from a topographic map and have
 ON1243.an estimated accuracy of +/- 6 seconds.
 ON1243
 ON1243.The orthometric height was determined by differential leveling
 ON1243.and adjusted by the National Geodetic Survey in June 1991..
 ON1243
 ON1243.The geoid height was determined by GEOID03.
 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     -   194,420.      972,110.      MT  (+/- 180 meters Scaled)
 ON1243
 ON1243                          SUPERSEDED SURVEY CONTROL
 ON1243
 ON1243.No superseded survey control is available for this station.
 ON1243
 ON1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ916535(NAD 83)
 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 = OCTOBER  6, 2006
 ON1244 ***********************************************************************
 ON1244  DESIGNATION -  2305 P
 ON1244  PID         -  ON1244
 ON1244  STATE/COUNTY-  MN/FILLMORE
 ON1244  USGS QUAD   -  ARENDAHL (1974)
 ON1244
 ON1244                         *CURRENT SURVEY CONTROL
 ON1244  ___________________________________________________________________
 ON1244* NAD 83(1986)-  43 49 32.     (N)    091 52 38.     (W)     SCALED    
 ON1244* NAVD 88     -       364.670  (meters)    1196.42   (feet)  ADJUSTED  
 ON1244  ___________________________________________________________________
 ON1244  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 ON1244  DYNAMIC HT  -         364.601 (meters)    1196.20  (feet)  COMP
 ON1244  MODELED GRAV-     980,417.9   (mgal)                       NAVD 88
 ON1244
 ON1244  VERT ORDER  -  SECOND    CLASS II
 ON1244
 ON1244.The horizontal coordinates were scaled from a topographic map and have
 ON1244.an estimated accuracy of +/- 6 seconds.
 ON1244
 ON1244.The orthometric height was determined by differential leveling
 ON1244.and adjusted by the National Geodetic Survey in June 1991..
 ON1244
 ON1244.The geoid height was determined by GEOID03.
 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     -   193,950.      970,740.      MT  (+/- 180 meters Scaled)
 ON1244
 ON1244                          SUPERSEDED SURVEY CONTROL
 ON1244
 ON1244.No superseded survey control is available for this station.
 ON1244
 ON1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ902531(NAD 83)
 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 = OCTOBER  6, 2006
 ON1247 ***********************************************************************
 ON1247  DESIGNATION -  2305 Q
 ON1247  PID         -  ON1247
 ON1247  STATE/COUNTY-  MN/FILLMORE
 ON1247  USGS QUAD   -  ARENDAHL (1974)
 ON1247
 ON1247                         *CURRENT SURVEY CONTROL
 ON1247  ___________________________________________________________________
 ON1247* NAD 83(1986)-  43 49 31.     (N)    091 53 33.     (W)     SCALED    
 ON1247* NAVD 88     -       366.284  (meters)    1201.72   (feet)  ADJUSTED  
 ON1247  ___________________________________________________________________
 ON1247  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ON1247  DYNAMIC HT  -         366.214 (meters)    1201.49  (feet)  COMP
 ON1247  MODELED GRAV-     980,417.9   (mgal)                       NAVD 88
 ON1247
 ON1247  VERT ORDER  -  SECOND    CLASS II
 ON1247
 ON1247.The horizontal coordinates were scaled from a topographic map and have
 ON1247.an estimated accuracy of +/- 6 seconds.
 ON1247
 ON1247.The orthometric height was determined by differential leveling
 ON1247.and adjusted by the National Geodetic Survey in June 1991..
 ON1247
 ON1247.The geoid height was determined by GEOID03.
 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     -   193,880.      969,510.      MT  (+/- 180 meters Scaled)
 ON1247
 ON1247                          SUPERSEDED SURVEY CONTROL
 ON1247
 ON1247.No superseded survey control is available for this station.
 ON1247
 ON1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ890530(NAD 83)
 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 = OCTOBER  6, 2006
 ON1250 ***********************************************************************
 ON1250  DESIGNATION -  2305 R
 ON1250  PID         -  ON1250
 ON1250  STATE/COUNTY-  MN/FILLMORE
 ON1250  USGS QUAD   -  ARENDAHL (1974)
 ON1250
 ON1250                         *CURRENT SURVEY CONTROL
 ON1250  ___________________________________________________________________
 ON1250* NAD 83(1986)-  43 49 32.     (N)    091 55 01.     (W)     SCALED    
 ON1250* NAVD 88     -       369.914  (meters)    1213.63   (feet)  ADJUSTED  
 ON1250  ___________________________________________________________________
 ON1250  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ON1250  DYNAMIC HT  -         369.844 (meters)    1213.40  (feet)  COMP
 ON1250  MODELED GRAV-     980,417.4   (mgal)                       NAVD 88
 ON1250
 ON1250  VERT ORDER  -  SECOND    CLASS II
 ON1250
 ON1250.The horizontal coordinates were scaled from a topographic map and have
 ON1250.an estimated accuracy of +/- 6 seconds.
 ON1250
 ON1250.The orthometric height was determined by differential leveling
 ON1250.and adjusted by the National Geodetic Survey in June 1991..
 ON1250
 ON1250.The geoid height was determined by GEOID03.
 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     -   193,870.      967,540.      MT  (+/- 180 meters Scaled)
 ON1250
 ON1250                          SUPERSEDED SURVEY CONTROL
 ON1250
 ON1250.No superseded survey control is available for this station.
 ON1250
 ON1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ870530(NAD 83)
 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 = OCTOBER  6, 2006
 ON1251 ***********************************************************************
 ON1251  DESIGNATION -  2305 S
 ON1251  PID         -  ON1251
 ON1251  STATE/COUNTY-  MN/FILLMORE
 ON1251  USGS QUAD   -  ARENDAHL (1974)
 ON1251
 ON1251                         *CURRENT SURVEY CONTROL
 ON1251  ___________________________________________________________________
 ON1251* NAD 83(1986)-  43 49 32.     (N)    091 56 04.     (W)     SCALED    
 ON1251* NAVD 88     -       360.172  (meters)    1181.66   (feet)  ADJUSTED  
 ON1251  ___________________________________________________________________
 ON1251  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 ON1251  DYNAMIC HT  -         360.103 (meters)    1181.44  (feet)  COMP
 ON1251  MODELED GRAV-     980,416.5   (mgal)                       NAVD 88
 ON1251
 ON1251  VERT ORDER  -  SECOND    CLASS II
 ON1251
 ON1251.The horizontal coordinates were scaled from a topographic map and have
 ON1251.an estimated accuracy of +/- 6 seconds.
 ON1251
 ON1251.The orthometric height was determined by differential leveling
 ON1251.and adjusted by the National Geodetic Survey in June 1991..
 ON1251
 ON1251.The geoid height was determined by GEOID03.
 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     -   193,830.      966,140.      MT  (+/- 180 meters Scaled)
 ON1251
 ON1251                          SUPERSEDED SURVEY CONTROL
 ON1251
 ON1251.No superseded survey control is available for this station.
 ON1251
 ON1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ856530(NAD 83)
 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 = OCTOBER  6, 2006
 ON1252 ***********************************************************************
 ON1252  DESIGNATION -  2305 T
 ON1252  PID         -  ON1252
 ON1252  STATE/COUNTY-  MN/FILLMORE
 ON1252  USGS QUAD   -  ARENDAHL (1974)
 ON1252
 ON1252                         *CURRENT SURVEY CONTROL
 ON1252  ___________________________________________________________________
 ON1252* NAD 83(1986)-  43 49 32.     (N)    091 56 58.     (W)     SCALED    
 ON1252* NAVD 88     -       359.911  (meters)    1180.81   (feet)  ADJUSTED  
 ON1252  ___________________________________________________________________
 ON1252  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 ON1252  DYNAMIC HT  -         359.841 (meters)    1180.58  (feet)  COMP
 ON1252  MODELED GRAV-     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
 ON1252.and adjusted by the National Geodetic Survey in June 1991..
 ON1252
 ON1252.The geoid height was determined by GEOID03.
 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     -   193,800.      964,930.      MT  (+/- 180 meters Scaled)
 ON1252
 ON1252                          SUPERSEDED SURVEY CONTROL
 ON1252
 ON1252.No superseded survey control is available for this station.
 ON1252
 ON1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ844530(NAD 83)
 ON1252_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1252
 ON1252  HISTORY     - Date     Condition        Report By
 ON1252  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON1255 ***********************************************************************
 ON1255  DESIGNATION -  2305 U
 ON1255  PID         -  ON1255
 ON1255  STATE/COUNTY-  MN/FILLMORE
 ON1255  USGS QUAD   -  ARENDAHL (1974)
 ON1255
 ON1255                         *CURRENT SURVEY CONTROL
 ON1255  ___________________________________________________________________
 ON1255* NAD 83(1986)-  43 49 32.     (N)    091 57 53.     (W)     SCALED    
 ON1255* NAVD 88     -       356.463  (meters)    1169.50   (feet)  ADJUSTED  
 ON1255  ___________________________________________________________________
 ON1255  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 ON1255  DYNAMIC HT  -         356.395 (meters)    1169.27  (feet)  COMP
 ON1255  MODELED GRAV-     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
 ON1255.and adjusted by the National Geodetic Survey in June 1991..
 ON1255
 ON1255.The geoid height was determined by GEOID03.
 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     -   193,770.      963,700.      MT  (+/- 180 meters Scaled)
 ON1255
 ON1255                          SUPERSEDED SURVEY CONTROL
 ON1255
 ON1255.No superseded survey control is available for this station.
 ON1255
 ON1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ832530(NAD 83)
 ON1255_MARKER: DB = BENCH MARK 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: MNDT  
 ON1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1255
 ON1255  HISTORY     - Date     Condition        Report By
 ON1255  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON1256 ***********************************************************************
 ON1256  DESIGNATION -  2305 V
 ON1256  PID         -  ON1256
 ON1256  STATE/COUNTY-  MN/FILLMORE
 ON1256  USGS QUAD   -  ARENDAHL (1974)
 ON1256
 ON1256                         *CURRENT SURVEY CONTROL
 ON1256  ___________________________________________________________________
 ON1256* NAD 83(1986)-  43 49 22.     (N)    091 58 48.     (W)     SCALED    
 ON1256* NAVD 88     -       339.928  (meters)    1115.25   (feet)  ADJUSTED  
 ON1256  ___________________________________________________________________
 ON1256  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 ON1256  DYNAMIC HT  -         339.863 (meters)    1115.03  (feet)  COMP
 ON1256  MODELED GRAV-     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
 ON1256.and adjusted by the National Geodetic Survey in June 1991..
 ON1256
 ON1256.The geoid height was determined by GEOID03.
 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     -   193,430.      962,480.      MT  (+/- 180 meters Scaled)
 ON1256
 ON1256                          SUPERSEDED SURVEY CONTROL
 ON1256
 ON1256.No superseded survey control is available for this station.
 ON1256
 ON1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ820526(NAD 83)
 ON1256_MARKER: DB = BENCH MARK DISK
 ON1256_SETTING: 66 = SET IN ROCK OUTCROP
 ON1256_SP_SET: ROCK LEDGE
 ON1256_STAMPING: 2305 V 1979
 ON1256_MARK LOGO: MNDT  
 ON1256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ON1256+STABILITY: POSITION/ELEVATION WELL
 ON1256
 ON1256  HISTORY     - Date     Condition        Report By
 ON1256  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON1257 ***********************************************************************
 ON1257  DESIGNATION -  2305 W
 ON1257  PID         -  ON1257
 ON1257  STATE/COUNTY-  MN/FILLMORE
 ON1257  USGS QUAD   -  ARENDAHL (1974)
 ON1257
 ON1257                         *CURRENT SURVEY CONTROL
 ON1257  ___________________________________________________________________
 ON1257* NAD 83(1986)-  43 49 32.     (N)    091 59 25.     (W)     SCALED    
 ON1257* NAVD 88     -       351.026  (meters)    1151.66   (feet)  ADJUSTED  
 ON1257  ___________________________________________________________________
 ON1257  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 ON1257  DYNAMIC HT  -         350.959 (meters)    1151.44  (feet)  COMP
 ON1257  MODELED GRAV-     980,418.1   (mgal)                       NAVD 88
 ON1257
 ON1257  VERT ORDER  -  SECOND    CLASS II
 ON1257
 ON1257.The horizontal coordinates were scaled from a topographic map and have
 ON1257.an estimated accuracy of +/- 6 seconds.
 ON1257
 ON1257.The orthometric height was determined by differential leveling
 ON1257.and adjusted by the National Geodetic Survey in June 1991..
 ON1257
 ON1257.The geoid height was determined by GEOID03.
 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     -   193,720.      961,650.      MT  (+/- 180 meters Scaled)
 ON1257
 ON1257                          SUPERSEDED SURVEY CONTROL
 ON1257
 ON1257.No superseded survey control is available for this station.
 ON1257
 ON1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ811529(NAD 83)
 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 = OCTOBER  6, 2006
 ON1258 ***********************************************************************
 ON1258  DESIGNATION -  2305 X
 ON1258  PID         -  ON1258
 ON1258  STATE/COUNTY-  MN/FILLMORE
 ON1258  USGS QUAD   -  ARENDAHL (1974)
 ON1258
 ON1258                         *CURRENT SURVEY CONTROL
 ON1258  ___________________________________________________________________
 ON1258* NAD 83(1986)-  43 49 18.     (N)    091 59 59.     (W)     SCALED    
 ON1258* NAVD 88     -       346.371  (meters)    1136.39   (feet)  ADJUSTED  
 ON1258  ___________________________________________________________________
 ON1258  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 ON1258  DYNAMIC HT  -         346.305 (meters)    1136.17  (feet)  COMP
 ON1258  MODELED GRAV-     980,418.4   (mgal)                       NAVD 88
 ON1258
 ON1258  VERT ORDER  -  SECOND    CLASS II
 ON1258
 ON1258.The horizontal coordinates were scaled from a topographic map and have
 ON1258.an estimated accuracy of +/- 6 seconds.
 ON1258
 ON1258.The orthometric height was determined by differential leveling
 ON1258.and adjusted by the National Geodetic Survey in June 1991..
 ON1258
 ON1258.The geoid height was determined by GEOID03.
 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     -   193,270.      960,900.      MT  (+/- 180 meters Scaled)
 ON1258
 ON1258                          SUPERSEDED SURVEY CONTROL
 ON1258
 ON1258.No superseded survey control is available for this station.
 ON1258
 ON1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ804525(NAD 83)
 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 = OCTOBER  6, 2006
 OO1517 ***********************************************************************
 OO1517  DESIGNATION -  2305 Y
 OO1517  PID         -  OO1517
 OO1517  STATE/COUNTY-  MN/FILLMORE
 OO1517  USGS QUAD   -  PILOT MOUND (1974)
 OO1517
 OO1517                         *CURRENT SURVEY CONTROL
 OO1517  ___________________________________________________________________
 OO1517* NAD 83(1986)-  43 49 20.     (N)    092 00 50.     (W)     SCALED    
 OO1517* NAVD 88     -       350.201  (meters)    1148.95   (feet)  ADJUSTED  
 OO1517  ___________________________________________________________________
 OO1517  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 OO1517  DYNAMIC HT  -         350.134 (meters)    1148.73  (feet)  COMP
 OO1517  MODELED GRAV-     980,418.0   (mgal)                       NAVD 88
 OO1517
 OO1517  VERT ORDER  -  SECOND    CLASS II
 OO1517
 OO1517.The horizontal coordinates were scaled from a topographic map and have
 OO1517.an estimated accuracy of +/- 6 seconds.
 OO1517
 OO1517.The orthometric height was determined by differential leveling
 OO1517.and adjusted by the National Geodetic Survey in June 1991..
 OO1517
 OO1517.The geoid height was determined by GEOID03.
 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     -   193,300.      959,760.      MT  (+/- 180 meters Scaled)
 OO1517
 OO1517                          SUPERSEDED SURVEY CONTROL
 OO1517
 OO1517.No superseded survey control is available for this station.
 OO1517
 OO1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ792526(NAD 83)
 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 = OCTOBER  6, 2006
 OO1519 ***********************************************************************
 OO1519  DESIGNATION -  2305 Z
 OO1519  PID         -  OO1519
 OO1519  STATE/COUNTY-  MN/FILLMORE
 OO1519  USGS QUAD   -  PILOT MOUND (1974)
 OO1519
 OO1519                         *CURRENT SURVEY CONTROL
 OO1519  ___________________________________________________________________
 OO1519* NAD 83(1986)-  43 49 13.     (N)    092 01 51.     (W)     SCALED    
 OO1519* NAVD 88     -       337.452  (meters)    1107.12   (feet)  ADJUSTED  
 OO1519  ___________________________________________________________________
 OO1519  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 OO1519  DYNAMIC HT  -         337.387 (meters)    1106.91  (feet)  COMP
 OO1519  MODELED GRAV-     980,417.6   (mgal)                       NAVD 88
 OO1519
 OO1519  VERT ORDER  -  SECOND    CLASS II
 OO1519
 OO1519.The horizontal coordinates were scaled from a topographic map and have
 OO1519.an estimated accuracy of +/- 6 seconds.
 OO1519
 OO1519.The orthometric height was determined by differential leveling
 OO1519.and adjusted by the National Geodetic Survey in June 1991..
 OO1519
 OO1519.The geoid height was determined by GEOID03.
 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     -   193,050.      958,400.      MT  (+/- 180 meters Scaled)
 OO1519
 OO1519                          SUPERSEDED SURVEY CONTROL
 OO1519
 OO1519.No superseded survey control is available for this station.
 OO1519
 OO1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ779523(NAD 83)
 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 = OCTOBER  6, 2006
 ON0703 ***********************************************************************
 ON0703  DESIGNATION -  2306 A
 ON0703  PID         -  ON0703
 ON0703  STATE/COUNTY-  MN/FILLMORE
 ON0703  USGS QUAD   -  MABEL (1965)
 ON0703
 ON0703                         *CURRENT SURVEY CONTROL
 ON0703  ___________________________________________________________________
 ON0703* NAD 83(1986)-  43 31 29.     (N)    091 46 11.     (W)     SCALED    
 ON0703* NAVD 88     -       340.145  (meters)    1115.96   (feet)  ADJUSTED  
 ON0703  ___________________________________________________________________
 ON0703  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 ON0703  DYNAMIC HT  -         340.080 (meters)    1115.75  (feet)  COMP
 ON0703  MODELED GRAV-     980,416.2   (mgal)                       NAVD 88
 ON0703
 ON0703  VERT ORDER  -  SECOND    CLASS 0
 ON0703
 ON0703.The horizontal coordinates were scaled from a topographic map and have
 ON0703.an estimated accuracy of +/- 6 seconds.
 ON0703
 ON0703.The orthometric height was determined by differential leveling
 ON0703.and adjusted by the National Geodetic Survey in June 1991..
 ON0703
 ON0703.The geoid height was determined by GEOID03.
 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     -   160,760.      980,290.      MT  (+/- 180 meters Scaled)
 ON0703
 ON0703                          SUPERSEDED SURVEY CONTROL
 ON0703
 ON0703.No superseded survey control is available for this station.
 ON0703
 ON0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ994198(NAD 83)
 ON0703_MARKER: DB = BENCH MARK DISK
 ON0703_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON0703_SP_SET: HEADWALL
 ON0703_STAMPING: 2306 A 1976
 ON0703_MARK LOGO: MNDT  
 ON0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0703+STABILITY: SURFACE MOTION
 ON0703
 ON0703  HISTORY     - Date     Condition        Report By
 ON0703  HISTORY     - 1976     MONUMENTED       MNDT
 ON0703  HISTORY     - 1984     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0702 ***********************************************************************
 ON0702  DESIGNATION -  2306 B
 ON0702  PID         -  ON0702
 ON0702  STATE/COUNTY-  MN/FILLMORE
 ON0702  USGS QUAD   -  MABEL (1965)
 ON0702
 ON0702                         *CURRENT SURVEY CONTROL
 ON0702  ___________________________________________________________________
 ON0702* NAD 83(1986)-  43 31 46.     (N)    091 46 14.     (W)     SCALED    
 ON0702* NAVD 88     -       340.509  (meters)    1117.15   (feet)  ADJUSTED  
 ON0702  ___________________________________________________________________
 ON0702  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 ON0702  DYNAMIC HT  -         340.443 (meters)    1116.94  (feet)  COMP
 ON0702  MODELED GRAV-     980,415.5   (mgal)                       NAVD 88
 ON0702
 ON0702  VERT ORDER  -  SECOND    CLASS 0
 ON0702
 ON0702.The horizontal coordinates were scaled from a topographic map and have
 ON0702.an estimated accuracy of +/- 6 seconds.
 ON0702
 ON0702.The orthometric height was determined by differential leveling
 ON0702.and adjusted by the National Geodetic Survey in June 1991..
 ON0702
 ON0702.The geoid height was determined by GEOID03.
 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     -   161,290.      980,210.      MT  (+/- 180 meters Scaled)
 ON0702
 ON0702                          SUPERSEDED SURVEY CONTROL
 ON0702
 ON0702.No superseded survey control is available for this station.
 ON0702
 ON0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ993203(NAD 83)
 ON0702_MARKER: DB = BENCH MARK DISK
 ON0702_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON0702_SP_SET: HEADWALL
 ON0702_STAMPING: 2306 B 1976
 ON0702_MARK LOGO: MNDT  
 ON0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0702+STABILITY: SURFACE MOTION
 ON0702
 ON0702  HISTORY     - Date     Condition        Report By
 ON0702  HISTORY     - 1976     MONUMENTED       MNDT
 ON0702  HISTORY     - 1984     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0701 ***********************************************************************
 ON0701  DESIGNATION -  2306 C
 ON0701  PID         -  ON0701
 ON0701  STATE/COUNTY-  MN/FILLMORE
 ON0701  USGS QUAD   -  MABEL (1965)
 ON0701
 ON0701                         *CURRENT SURVEY CONTROL
 ON0701  ___________________________________________________________________
 ON0701* NAD 83(1986)-  43 32 16.     (N)    091 46 13.     (W)     SCALED    
 ON0701* NAVD 88     -       348.553  (meters)    1143.54   (feet)  ADJUSTED  
 ON0701  ___________________________________________________________________
 ON0701  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ON0701  DYNAMIC HT  -         348.486 (meters)    1143.32  (feet)  COMP
 ON0701  MODELED GRAV-     980,414.6   (mgal)                       NAVD 88
 ON0701
 ON0701  VERT ORDER  -  SECOND    CLASS 0
 ON0701
 ON0701.The horizontal coordinates were scaled from a topographic map and have
 ON0701.an estimated accuracy of +/- 6 seconds.
 ON0701
 ON0701.The orthometric height was determined by differential leveling
 ON0701.and adjusted by the National Geodetic Survey in June 1991..
 ON0701
 ON0701.The geoid height was determined by GEOID03.
 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     -   162,210.      980,210.      MT  (+/- 180 meters Scaled)
 ON0701
 ON0701                          SUPERSEDED SURVEY CONTROL
 ON0701
 ON0701.No superseded survey control is available for this station.
 ON0701
 ON0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ993212(NAD 83)
 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 = OCTOBER  6, 2006
 ON0678 ***********************************************************************
 ON0678  FBN         -  This is a Federal Base Network Control Station.
 ON0678  DESIGNATION -  2306 T
 ON0678  PID         -  ON0678
 ON0678  STATE/COUNTY-  MN/FILLMORE
 ON0678  USGS QUAD   -  BRATSBERG (1965)
 ON0678
 ON0678                         *CURRENT SURVEY CONTROL
 ON0678  ___________________________________________________________________
 ON0678* NAD 83(1996)-  43 41 16.45866(N)    091 46 32.69284(W)     ADJUSTED  
 ON0678* NAVD 88     -       344.880  (meters)    1131.49   (feet)  ADJUSTED  
 ON0678  ___________________________________________________________________
 ON0678  X           -    -143,154.574 (meters)                     COMP
 ON0678  Y           -  -4,617,505.710 (meters)                     COMP
 ON0678  Z           -   4,383,299.242 (meters)                     COMP
 ON0678  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 ON0678  ELLIP HEIGHT-         314.70  (meters)          (01/15/97) GPS OBS
 ON0678  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 ON0678  DYNAMIC HT  -         344.817 (meters)    1131.29  (feet)  COMP
 ON0678  MODELED GRAV-     980,426.9   (mgal)                       NAVD 88
 ON0678
 ON0678  HORZ ORDER  -  B
 ON0678  VERT ORDER  -  SECOND    CLASS 0
 ON0678  ELLP ORDER  -  FOURTH    CLASS I
 ON0678
 ON0678.The horizontal coordinates were established by GPS observations
 ON0678.and adjusted by the National Geodetic Survey in January 1997..
 ON0678
 ON0678.The orthometric height was determined by differential leveling
 ON0678.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 ON0678
 ON0678.The ellipsoidal height was determined by GPS observations
 ON0678.and is referenced to NAD 83.
 ON0678
 ON0678.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 ON0678;SPC MN S     -   178,875.554   979,313.090   MT  1.00002204   +1 33 32.5
 ON0678;UTM  15      - 4,837,938.274   598,666.714   MT  0.99971974   +0 50 44.5
 ON0678
 ON0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0678!SPC MN S     -   0.99995065  x   1.00002204  =   0.99997269
 ON0678!UTM  15      -   0.99995065  x   0.99971974  =   0.99967041
 ON0678
 ON0678                          SUPERSEDED SURVEY CONTROL
 ON0678
 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: 15TWJ9866737938(NAD 83)
 ON0678_MARKER: DV = VERTICAL CONTROL DISK
 ON0678_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON0678_STAMPING: 2306 T 1976
 ON0678_MARK LOGO: MNDT  
 ON0678_PROJECTION: FLUSH
 ON0678_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0678+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004
 ON0678
 ON0678  HISTORY     - Date     Condition        Report By
 ON0678  HISTORY     - 1976     MONUMENTED       MNDT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0656 ***********************************************************************
 ON0656  DESIGNATION -  2307 A 1
 ON0656  PID         -  ON0656
 ON0656  STATE/COUNTY-  MN/FILLMORE
 ON0656  USGS QUAD   -  RUSHFORD EAST (1980)
 ON0656
 ON0656                         *CURRENT SURVEY CONTROL
 ON0656  ___________________________________________________________________
 ON0656* NAD 83(1986)-  43 48 38.     (N)    091 44 56.     (W)     SCALED    
 ON0656* NAVD 88     -       224.450  (meters)     736.38   (feet)  ADJUSTED  
 ON0656  ___________________________________________________________________
 ON0656  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 ON0656  DYNAMIC HT  -         224.413 (meters)     736.26  (feet)  COMP
 ON0656  MODELED GRAV-     980,450.3   (mgal)                       NAVD 88
 ON0656
 ON0656  VERT ORDER  -  SECOND    CLASS 0
 ON0656
 ON0656.The horizontal coordinates were scaled from a topographic map and have
 ON0656.an estimated accuracy of +/- 6 seconds.
 ON0656
 ON0656.The orthometric height was determined by differential leveling
 ON0656.and adjusted by the National Geodetic Survey in June 1991..
 ON0656
 ON0656.The geoid height was determined by GEOID03.
 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     -   192,560.      981,100.      MT  (+/- 180 meters Scaled)
 ON0656
 ON0656                          SUPERSEDED SURVEY CONTROL
 ON0656
 ON0656.No superseded survey control is available for this station.
 ON0656
 ON0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ006515(NAD 83)
 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: MNDT  
 ON0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0656
 ON0656  HISTORY     - Date     Condition        Report By
 ON0656  HISTORY     - 1977     MONUMENTED       MNDT
 ON0656  HISTORY     - 1979     GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON1216 ***********************************************************************
 ON1216  DESIGNATION -  2308 A
 ON1216  PID         -  ON1216
 ON1216  STATE/COUNTY-  MN/FILLMORE
 ON1216  USGS QUAD   -  MABEL (1965)
 ON1216
 ON1216                         *CURRENT SURVEY CONTROL
 ON1216  ___________________________________________________________________
 ON1216* NAD 83(1986)-  43 30 55.     (N)    091 52 06.     (W)     SCALED    
 ON1216* NAVD 88     -       403.777  (meters)    1324.72   (feet)  ADJUSTED  
 ON1216  ___________________________________________________________________
 ON1216  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ON1216  DYNAMIC HT  -         403.691 (meters)    1324.44  (feet)  COMP
 ON1216  MODELED GRAV-     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
 ON1216.and adjusted by the National Geodetic Survey in June 1991..
 ON1216
 ON1216.The geoid height was determined by GEOID03.
 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     -   159,500.      972,350.      MT  (+/- 180 meters Scaled)
 ON1216
 ON1216                          SUPERSEDED SURVEY CONTROL
 ON1216
 ON1216.No superseded survey control is available for this station.
 ON1216
 ON1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ914186(NAD 83)
 ON1216_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1216
 ON1216  HISTORY     - Date     Condition        Report By
 ON1216  HISTORY     - 1981     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON1214 ***********************************************************************
 ON1214  DESIGNATION -  2308 B
 ON1214  PID         -  ON1214
 ON1214  STATE/COUNTY-  MN/FILLMORE
 ON1214  USGS QUAD   -  MABEL (1965)
 ON1214
 ON1214                         *CURRENT SURVEY CONTROL
 ON1214  ___________________________________________________________________
 ON1214* NAD 83(1986)-  43 30 55.     (N)    091 51 32.     (W)     SCALED    
 ON1214* NAVD 88     -       386.210  (meters)    1267.09   (feet)  ADJUSTED  
 ON1214  ___________________________________________________________________
 ON1214  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 ON1214  DYNAMIC HT  -         386.127 (meters)    1266.82  (feet)  COMP
 ON1214  MODELED GRAV-     980,394.1   (mgal)                       NAVD 88
 ON1214
 ON1214  VERT ORDER  -  SECOND    CLASS I
 ON1214
 ON1214.The horizontal coordinates were scaled from a topographic map and have
 ON1214.an estimated accuracy of +/- 6 seconds.
 ON1214
 ON1214.The orthometric height was determined by differential leveling
 ON1214.and adjusted by the National Geodetic Survey in June 1991..
 ON1214
 ON1214.The geoid height was determined by GEOID03.
 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     -   159,520.      973,110.      MT  (+/- 180 meters Scaled)
 ON1214
 ON1214                          SUPERSEDED SURVEY CONTROL
 ON1214
 ON1214.No superseded survey control is available for this station.
 ON1214
 ON1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ922186(NAD 83)
 ON1214_MARKER: DB = BENCH MARK DISK
 ON1214_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 ON1213 ***********************************************************************
 ON1213  DESIGNATION -  2308 C
 ON1213  PID         -  ON1213
 ON1213  STATE/COUNTY-  MN/FILLMORE
 ON1213  USGS QUAD   -  MABEL (1965)
 ON1213
 ON1213                         *CURRENT SURVEY CONTROL
 ON1213  ___________________________________________________________________
 ON1213* NAD 83(1986)-  43 30 55.     (N)    091 51 03.     (W)     SCALED    
 ON1213* NAVD 88     -       404.161  (meters)    1325.98   (feet)  ADJUSTED  
 ON1213  ___________________________________________________________________
 ON1213  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 ON1213  DYNAMIC HT  -         404.075 (meters)    1325.70  (feet)  COMP
 ON1213  MODELED GRAV-     980,394.7   (mgal)                       NAVD 88
 ON1213
 ON1213  VERT ORDER  -  SECOND    CLASS I
 ON1213
 ON1213.The horizontal coordinates were scaled from a topographic map and have
 ON1213.an estimated accuracy of +/- 6 seconds.
 ON1213
 ON1213.The orthometric height was determined by differential leveling
 ON1213.and adjusted by the National Geodetic Survey in June 1991..
 ON1213
 ON1213.The geoid height was determined by GEOID03.
 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     -   159,540.      973,770.      MT  (+/- 180 meters Scaled)
 ON1213
 ON1213                          SUPERSEDED SURVEY CONTROL
 ON1213
 ON1213.No superseded survey control is available for this station.
 ON1213
 ON1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ928186(NAD 83)
 ON1213_MARKER: DB = BENCH MARK DISK
 ON1213_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ON1213+WITH SETTING: INFORMATION.
 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 = OCTOBER  6, 2006
 ON1212 ***********************************************************************
 ON1212  DESIGNATION -  2308 D
 ON1212  PID         -  ON1212
 ON1212  STATE/COUNTY-  MN/FILLMORE
 ON1212  USGS QUAD   -  MABEL (1965)
 ON1212
 ON1212                         *CURRENT SURVEY CONTROL
 ON1212  ___________________________________________________________________
 ON1212* NAD 83(1986)-  43 30 54.     (N)    091 50 35.     (W)     SCALED    
 ON1212* NAVD 88     -       398.182  (meters)    1306.37   (feet)  ADJUSTED  
 ON1212  ___________________________________________________________________
 ON1212  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 ON1212  DYNAMIC HT  -         398.098 (meters)    1306.09  (feet)  COMP
 ON1212  MODELED GRAV-     980,395.3   (mgal)                       NAVD 88
 ON1212
 ON1212  VERT ORDER  -  SECOND    CLASS I
 ON1212
 ON1212.The horizontal coordinates were scaled from a topographic map and have
 ON1212.an estimated accuracy of +/- 6 seconds.
 ON1212
 ON1212.The orthometric height was determined by differential leveling
 ON1212.and adjusted by the National Geodetic Survey in June 1991..
 ON1212
 ON1212.The geoid height was determined by GEOID03.
 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     -   159,530.      974,400.      MT  (+/- 180 meters Scaled)
 ON1212
 ON1212                          SUPERSEDED SURVEY CONTROL
 ON1212
 ON1212.No superseded survey control is available for this station.
 ON1212
 ON1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ935186(NAD 83)
 ON1212_MARKER: DB = BENCH MARK DISK
 ON1212_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 ON1211 ***********************************************************************
 ON1211  DESIGNATION -  2308 E
 ON1211  PID         -  ON1211
 ON1211  STATE/COUNTY-  MN/FILLMORE
 ON1211  USGS QUAD   -  MABEL (1965)
 ON1211
 ON1211                         *CURRENT SURVEY CONTROL
 ON1211  ___________________________________________________________________
 ON1211* NAD 83(1986)-  43 30 55.     (N)    091 50 14.     (W)     SCALED    
 ON1211* NAVD 88     -       385.401  (meters)    1264.44   (feet)  ADJUSTED  
 ON1211  ___________________________________________________________________
 ON1211  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 ON1211  DYNAMIC HT  -         385.320 (meters)    1264.17  (feet)  COMP
 ON1211  MODELED GRAV-     980,396.0   (mgal)                       NAVD 88
 ON1211
 ON1211  VERT ORDER  -  SECOND    CLASS I
 ON1211
 ON1211.The horizontal coordinates were scaled from a topographic map and have
 ON1211.an estimated accuracy of +/- 6 seconds.
 ON1211
 ON1211.The orthometric height was determined by differential leveling
 ON1211.and adjusted by the National Geodetic Survey in June 1991..
 ON1211
 ON1211.The geoid height was determined by GEOID03.
 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     -   159,570.      974,870.      MT  (+/- 180 meters Scaled)
 ON1211
 ON1211                          SUPERSEDED SURVEY CONTROL
 ON1211
 ON1211.No superseded survey control is available for this station.
 ON1211
 ON1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ939186(NAD 83)
 ON1211_MARKER: DB = BENCH MARK DISK
 ON1211_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 ON1210 ***********************************************************************
 ON1210  DESIGNATION -  2308 F
 ON1210  PID         -  ON1210
 ON1210  STATE/COUNTY-  MN/FILLMORE
 ON1210  USGS QUAD   -  MABEL (1965)
 ON1210
 ON1210                         *CURRENT SURVEY CONTROL
 ON1210  ___________________________________________________________________
 ON1210* NAD 83(1986)-  43 30 54.     (N)    091 49 42.     (W)     SCALED    
 ON1210* NAVD 88     -       371.321  (meters)    1218.24   (feet)  ADJUSTED  
 ON1210  ___________________________________________________________________
 ON1210  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 ON1210  DYNAMIC HT  -         371.243 (meters)    1217.99  (feet)  COMP
 ON1210  MODELED GRAV-     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
 ON1210.and adjusted by the National Geodetic Survey in June 1991..
 ON1210
 ON1210.The geoid height was determined by GEOID03.
 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: 15TWJ947186(NAD 83)
 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 = OCTOBER  6, 2006
 ON1209 ***********************************************************************
 ON1209  DESIGNATION -  2308 G
 ON1209  PID         -  ON1209
 ON1209  STATE/COUNTY-  MN/FILLMORE
 ON1209  USGS QUAD   -  MABEL (1965)
 ON1209
 ON1209                         *CURRENT SURVEY CONTROL
 ON1209  ___________________________________________________________________
 ON1209* NAD 83(1986)-  43 30 52.     (N)    091 48 56.     (W)     SCALED    
 ON1209* NAVD 88     -       364.017  (meters)    1194.28   (feet)  ADJUSTED  
 ON1209  ___________________________________________________________________
 ON1209  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 ON1209  DYNAMIC HT  -         363.941 (meters)    1194.03  (feet)  COMP
 ON1209  MODELED GRAV-     980,398.7   (mgal)                       NAVD 88
 ON1209
 ON1209  VERT ORDER  -  SECOND    CLASS I
 ON1209
 ON1209.The horizontal coordinates were scaled from a topographic map and have
 ON1209.an estimated accuracy of +/- 6 seconds.
 ON1209
 ON1209.The orthometric height was determined by differential leveling
 ON1209.and adjusted by the National Geodetic Survey in June 1991..
 ON1209
 ON1209.The geoid height was determined by GEOID03.
 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     -   159,520.      976,620.      MT  (+/- 180 meters Scaled)
 ON1209
 ON1209                          SUPERSEDED SURVEY CONTROL
 ON1209
 ON1209.No superseded survey control is available for this station.
 ON1209
 ON1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ957186(NAD 83)
 ON1209_MARKER: DB = BENCH MARK DISK
 ON1209_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 ON1208 ***********************************************************************
 ON1208  DESIGNATION -  2308 H
 ON1208  PID         -  ON1208
 ON1208  STATE/COUNTY-  MN/FILLMORE
 ON1208  USGS QUAD   -  MABEL (1965)
 ON1208
 ON1208                         *CURRENT SURVEY CONTROL
 ON1208  ___________________________________________________________________
 ON1208* NAD 83(1986)-  43 30 55.     (N)    091 48 04.     (W)     SCALED    
 ON1208* NAVD 88     -       349.694  (meters)    1147.29   (feet)  ADJUSTED  
 ON1208  ___________________________________________________________________
 ON1208  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 ON1208  DYNAMIC HT  -         349.622 (meters)    1147.05  (feet)  COMP
 ON1208  MODELED GRAV-     980,402.3   (mgal)                       NAVD 88
 ON1208
 ON1208  VERT ORDER  -  SECOND    CLASS I
 ON1208
 ON1208.The horizontal coordinates were scaled from a topographic map and have
 ON1208.an estimated accuracy of +/- 6 seconds.
 ON1208
 ON1208.The orthometric height was determined by differential leveling
 ON1208.and adjusted by the National Geodetic Survey in June 1991..
 ON1208
 ON1208.The geoid height was determined by GEOID03.
 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     -   159,650.      977,790.      MT  (+/- 180 meters Scaled)
 ON1208
 ON1208                          SUPERSEDED SURVEY CONTROL
 ON1208
 ON1208.No superseded survey control is available for this station.
 ON1208
 ON1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ968187(NAD 83)
 ON1208_MARKER: DB = BENCH MARK DISK
 ON1208_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 ON1207 ***********************************************************************
 ON1207  DESIGNATION -  2308 J
 ON1207  PID         -  ON1207
 ON1207  STATE/COUNTY-  MN/FILLMORE
 ON1207  USGS QUAD   -  MABEL (1965)
 ON1207
 ON1207                         *CURRENT SURVEY CONTROL
 ON1207  ___________________________________________________________________
 ON1207* NAD 83(1986)-  43 30 52.     (N)    091 47 42.     (W)     SCALED    
 ON1207* NAVD 88     -       347.022  (meters)    1138.52   (feet)  ADJUSTED  
 ON1207  ___________________________________________________________________
 ON1207  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 ON1207  DYNAMIC HT  -         346.951 (meters)    1138.29  (feet)  COMP
 ON1207  MODELED GRAV-     980,403.8   (mgal)                       NAVD 88
 ON1207
 ON1207  VERT ORDER  -  SECOND    CLASS I
 ON1207
 ON1207.The horizontal coordinates were scaled from a topographic map and have
 ON1207.an estimated accuracy of +/- 6 seconds.
 ON1207
 ON1207.The orthometric height was determined by differential leveling
 ON1207.and adjusted by the National Geodetic Survey in June 1991..
 ON1207
 ON1207.The geoid height was determined by GEOID03.
 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     -   159,570.      978,280.      MT  (+/- 180 meters Scaled)
 ON1207
 ON1207                          SUPERSEDED SURVEY CONTROL
 ON1207
 ON1207.No superseded survey control is available for this station.
 ON1207
 ON1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ973186(NAD 83)
 ON1207_MARKER: DB = BENCH MARK DISK
 ON1207_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 ON1172 ***********************************************************************
 ON1172  DESIGNATION -  2308 K
 ON1172  PID         -  ON1172
 ON1172  STATE/COUNTY-  MN/FILLMORE
 ON1172  USGS QUAD   -  MABEL (1965)
 ON1172
 ON1172                         *CURRENT SURVEY CONTROL
 ON1172  ___________________________________________________________________
 ON1172* NAD 83(1996)-  43 30 57.97711(N)    091 47 24.70802(W)     ADJUSTED  
 ON1172* NAVD 88     -       346.592  (meters)    1137.11   (feet)  ADJUSTED  
 ON1172  ___________________________________________________________________
 ON1172  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 ON1172  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ON1172  DYNAMIC HT  -         346.522 (meters)    1136.88  (feet)  COMP
 ON1172  MODELED GRAV-     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.No horizontal observational check was made to the station.
 ON1172
 ON1172.The orthometric height was determined by differential leveling
 ON1172.and adjusted by the National Geodetic Survey in June 1991..
 ON1172
 ON1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1172
 ON1172.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 ON1172;SPC MN S     -   159,762.289   978,664.536   MT  1.00006860   +1 32 56.1
 ON1172;SPC IA N     - 1,225,353.468 1,638,244.649   MT  1.00005513   +1 09 31.7
 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 MN S     -   0.99995037  x   1.00006860  =   1.00001896
 ON1172!SPC IA N     -   0.99995037  x   1.00005513  =   1.00000549
 ON1172!UTM  15      -   0.99995037  x   0.99971760  =   0.99966798
 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: 15TWJ9778018841(NAD 83)
 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 = OCTOBER  6, 2006
 ON1206 ***********************************************************************
 ON1206  DESIGNATION -  2308 K 1
 ON1206  PID         -  ON1206
 ON1206  STATE/COUNTY-  MN/FILLMORE
 ON1206  USGS QUAD   -  MABEL (1965)
 ON1206
 ON1206                         *CURRENT SURVEY CONTROL
 ON1206  ___________________________________________________________________
 ON1206* NAD 83(1986)-  43 30 59.     (N)    091 46 56.     (W)     SCALED    
 ON1206* NAVD 88     -       345.023  (meters)    1131.96   (feet)  ADJUSTED  
 ON1206  ___________________________________________________________________
 ON1206  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ON1206  DYNAMIC HT  -         344.954 (meters)    1131.74  (feet)  COMP
 ON1206  MODELED GRAV-     980,409.2   (mgal)                       NAVD 88
 ON1206
 ON1206  VERT ORDER  -  SECOND    CLASS I
 ON1206
 ON1206.The horizontal coordinates were scaled from a topographic map and have
 ON1206.an estimated accuracy of +/- 6 seconds.
 ON1206
 ON1206.The orthometric height was determined by differential leveling
 ON1206.and adjusted by the National Geodetic Survey in June 1991..
 ON1206
 ON1206.The geoid height was determined by GEOID03.
 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     -   159,810.      979,310.      MT  (+/- 180 meters Scaled)
 ON1206
 ON1206                          SUPERSEDED SURVEY CONTROL
 ON1206
 ON1206.No superseded survey control is available for this station.
 ON1206
 ON1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ984188(NAD 83)
 ON1206_MARKER: DB = BENCH MARK DISK
 ON1206_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 OO1507 ***********************************************************************
 OO1507  DESIGNATION -  2309 B
 OO1507  PID         -  OO1507
 OO1507  STATE/COUNTY-  MN/FILLMORE
 OO1507  USGS QUAD   -  HARMONY (1965)
 OO1507
 OO1507                         *CURRENT SURVEY CONTROL
 OO1507  ___________________________________________________________________
 OO1507* NAD 83(1986)-  43 33 18.     (N)    092 00 32.     (W)     SCALED    
 OO1507* NAVD 88     -       412.293  (meters)    1352.66   (feet)  ADJUSTED  
 OO1507  ___________________________________________________________________
 OO1507  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 OO1507  DYNAMIC HT  -         412.196 (meters)    1352.35  (feet)  COMP
 OO1507  MODELED GRAV-     980,371.0   (mgal)                       NAVD 88
 OO1507
 OO1507  VERT ORDER  -  SECOND    CLASS I
 OO1507
 OO1507.The horizontal coordinates were scaled from a topographic map and have
 OO1507.an estimated accuracy of +/- 6 seconds.
 OO1507
 OO1507.The orthometric height was determined by differential leveling
 OO1507.and adjusted by the National Geodetic Survey in June 1991..
 OO1507
 OO1507.The geoid height was determined by GEOID03.
 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     -   163,630.      960,880.      MT  (+/- 180 meters Scaled)
 OO1507
 OO1507                          SUPERSEDED SURVEY CONTROL
 OO1507
 OO1507.No superseded survey control is available for this station.
 OO1507
 OO1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ800229(NAD 83)
 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 = OCTOBER  6, 2006
 ON1229 ***********************************************************************
 ON1229  DESIGNATION -  2309 C
 ON1229  PID         -  ON1229
 ON1229  STATE/COUNTY-  MN/FILLMORE
 ON1229  USGS QUAD   -  CANTON (1965)
 ON1229
 ON1229                         *CURRENT SURVEY CONTROL
 ON1229  ___________________________________________________________________
 ON1229* NAD 83(1986)-  43 33 18.     (N)    091 59 26.     (W)     SCALED    
 ON1229* NAVD 88     -       409.641  (meters)    1343.96   (feet)  ADJUSTED  
 ON1229  ___________________________________________________________________
 ON1229  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 ON1229  DYNAMIC HT  -         409.545 (meters)    1343.65  (feet)  COMP
 ON1229  MODELED GRAV-     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
 ON1229.and adjusted by the National Geodetic Survey in June 1991..
 ON1229
 ON1229.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 ON1228 ***********************************************************************
 ON1228  DESIGNATION -  2309 D
 ON1228  PID         -  ON1228
 ON1228  STATE/COUNTY-  MN/FILLMORE
 ON1228  USGS QUAD   -  CANTON (1965)
 ON1228
 ON1228                         *CURRENT SURVEY CONTROL
 ON1228  ___________________________________________________________________
 ON1228* NAD 83(1986)-  43 33 18.     (N)    091 59 06.     (W)     SCALED    
 ON1228* NAVD 88     -       407.946  (meters)    1338.40   (feet)  ADJUSTED  
 ON1228  ___________________________________________________________________
 ON1228  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 ON1228  DYNAMIC HT  -         407.851 (meters)    1338.09  (feet)  COMP
 ON1228  MODELED GRAV-     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
 ON1228.and adjusted by the National Geodetic Survey in June 1991..
 ON1228
 ON1228.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 ON1227 ***********************************************************************
 ON1227  DESIGNATION -  2309 E
 ON1227  PID         -  ON1227
 ON1227  STATE/COUNTY-  MN/FILLMORE
 ON1227  USGS QUAD   -  CANTON (1965)
 ON1227
 ON1227                         *CURRENT SURVEY CONTROL
 ON1227  ___________________________________________________________________
 ON1227* NAD 83(1986)-  43 33 18.     (N)    091 58 29.     (W)     SCALED    
 ON1227* NAVD 88     -       409.829  (meters)    1344.58   (feet)  ADJUSTED  
 ON1227  ___________________________________________________________________
 ON1227  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 ON1227  DYNAMIC HT  -         409.735 (meters)    1344.27  (feet)  COMP
 ON1227  MODELED GRAV-     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
 ON1227.and adjusted by the National Geodetic Survey in June 1991..
 ON1227
 ON1227.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 ON1226 ***********************************************************************
 ON1226  DESIGNATION -  2309 F
 ON1226  PID         -  ON1226
 ON1226  STATE/COUNTY-  MN/FILLMORE
 ON1226  USGS QUAD   -  CANTON (1965)
 ON1226
 ON1226                         *CURRENT SURVEY CONTROL
 ON1226  ___________________________________________________________________
 ON1226* NAD 83(1986)-  43 33 15.     (N)    091 57 51.     (W)     SCALED    
 ON1226* NAVD 88     -       410.972  (meters)    1348.33   (feet)  ADJUSTED  
 ON1226  ___________________________________________________________________
 ON1226  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 ON1226  DYNAMIC HT  -         410.879 (meters)    1348.03  (feet)  COMP
 ON1226  MODELED GRAV-     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
 ON1226.and adjusted by the National Geodetic Survey in June 1991..
 ON1226
 ON1226.The geoid height was determined by GEOID03.
 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     -   163,630.      964,500.      MT  (+/- 180 meters Scaled)
 ON1226
 ON1226                          SUPERSEDED SURVEY CONTROL
 ON1226
 ON1226.No superseded survey control is available for this station.
 ON1226
 ON1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ836228(NAD 83)
 ON1226_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1226
 ON1226  HISTORY     - Date     Condition        Report By
 ON1226  HISTORY     - 1981     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON1173 ***********************************************************************
 ON1173  DESIGNATION -  2309 G
 ON1173  PID         -  ON1173
 ON1173  STATE/COUNTY-  MN/FILLMORE
 ON1173  USGS QUAD   -  CANTON (1965)
 ON1173
 ON1173                         *CURRENT SURVEY CONTROL
 ON1173  ___________________________________________________________________
 ON1173* NAD 83(1996)-  43 32 38.20466(N)    091 57 18.16626(W)     ADJUSTED  
 ON1173* NAVD 88     -       407.102  (meters)    1335.63   (feet)  ADJUSTED  
 ON1173  ___________________________________________________________________
 ON1173  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 ON1173  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ON1173  DYNAMIC HT  -         407.010 (meters)    1335.33  (feet)  COMP
 ON1173  MODELED GRAV-     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.No horizontal observational check was made to the station.
 ON1173
 ON1173.The orthometric height was determined by differential leveling
 ON1173.and adjusted by the National Geodetic Survey in June 1991..
 ON1173
 ON1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON1173
 ON1173.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 ON1173;SPC MN S     -   162,507.865   965,261.821   MT  1.00006045   +1 26 00.1
 ON1173;SPC IA N     - 1,228,189.771 1,624,860.921   MT  1.00006247   +1 02 49.5
 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 MN S     -   0.99994088  x   1.00006045  =   1.00000133
 ON1173!SPC IA N     -   0.99994088  x   1.00006247  =   1.00000335
 ON1173!UTM  15      -   0.99994088  x   0.99968766  =   0.99962856
 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: 15TWJ8441821752(NAD 83)
 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 = OCTOBER  6, 2006
 ON1224 ***********************************************************************
 ON1224  DESIGNATION -  2309 H
 ON1224  PID         -  ON1224
 ON1224  STATE/COUNTY-  MN/FILLMORE
 ON1224  USGS QUAD   -  CANTON (1965)
 ON1224
 ON1224                         *CURRENT SURVEY CONTROL
 ON1224  ___________________________________________________________________
 ON1224* NAD 83(1986)-  43 32 19.     (N)    091 57 00.     (W)     SCALED    
 ON1224* NAVD 88     -       410.202  (meters)    1345.80   (feet)  ADJUSTED  
 ON1224  ___________________________________________________________________
 ON1224  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 ON1224  DYNAMIC HT  -         410.110 (meters)    1345.50  (feet)  COMP
 ON1224  MODELED GRAV-     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
 ON1224.and adjusted by the National Geodetic Survey in June 1991..
 ON1224
 ON1224.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 ON1223 ***********************************************************************
 ON1223  DESIGNATION -  2309 J
 ON1223  PID         -  ON1223
 ON1223  STATE/COUNTY-  MN/FILLMORE
 ON1223  USGS QUAD   -  CANTON (1965)
 ON1223
 ON1223                         *CURRENT SURVEY CONTROL
 ON1223  ___________________________________________________________________
 ON1223* NAD 83(1986)-  43 31 59.     (N)    091 56 22.     (W)     SCALED    
 ON1223* NAVD 88     -       409.957  (meters)    1345.00   (feet)  ADJUSTED  
 ON1223  ___________________________________________________________________
 ON1223  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 ON1223  DYNAMIC HT  -         409.866 (meters)    1344.70  (feet)  COMP
 ON1223  MODELED GRAV-     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
 ON1223.and adjusted by the National Geodetic Survey in June 1991..
 ON1223
 ON1223.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 ON1222 ***********************************************************************
 ON1222  DESIGNATION -  2309 K
 ON1222  PID         -  ON1222
 ON1222  STATE/COUNTY-  MN/FILLMORE
 ON1222  USGS QUAD   -  CANTON (1965)
 ON1222
 ON1222                         *CURRENT SURVEY CONTROL
 ON1222  ___________________________________________________________________
 ON1222* NAD 83(1986)-  43 31 45.     (N)    091 55 48.     (W)     SCALED    
 ON1222* NAVD 88     -       409.954  (meters)    1344.99   (feet)  ADJUSTED  
 ON1222  ___________________________________________________________________
 ON1222  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ON1222  DYNAMIC HT  -         409.863 (meters)    1344.69  (feet)  COMP
 ON1222  MODELED GRAV-     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
 ON1222.and adjusted by the National Geodetic Survey in June 1991..
 ON1222
 ON1222.The geoid height was determined by GEOID03.
 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     -   160,920.      967,330.      MT  (+/- 180 meters Scaled)
 ON1222
 ON1222                          SUPERSEDED SURVEY CONTROL
 ON1222
 ON1222.No superseded survey control is available for this station.
 ON1222
 ON1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ864201(NAD 83)
 ON1222_MARKER: DB = BENCH MARK 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_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ON1222+STABILITY: POSITION/ELEVATION WELL
 ON1222
 ON1222  HISTORY     - Date     Condition        Report By
 ON1222  HISTORY     - 1981     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON1221 ***********************************************************************
 ON1221  DESIGNATION -  2309 L
 ON1221  PID         -  ON1221
 ON1221  STATE/COUNTY-  MN/FILLMORE
 ON1221  USGS QUAD   -  CANTON (1965)
 ON1221
 ON1221                         *CURRENT SURVEY CONTROL
 ON1221  ___________________________________________________________________
 ON1221* NAD 83(1986)-  43 31 52.     (N)    091 55 37.     (W)     SCALED    
 ON1221* NAVD 88     -       408.634  (meters)    1340.66   (feet)  ADJUSTED  
 ON1221  ___________________________________________________________________
 ON1221  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ON1221  DYNAMIC HT  -         408.544 (meters)    1340.36  (feet)  COMP
 ON1221  MODELED GRAV-     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
 ON1221.and adjusted by the National Geodetic Survey in June 1991..
 ON1221
 ON1221.The geoid height was determined by GEOID03.
 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     -   161,140.      967,570.      MT  (+/- 180 meters Scaled)
 ON1221
 ON1221                          SUPERSEDED SURVEY CONTROL
 ON1221
 ON1221.No superseded survey control is available for this station.
 ON1221
 ON1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ867203(NAD 83)
 ON1221_MARKER: DB = BENCH MARK 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1221+STABILITY: SURFACE MOTION
 ON1221
 ON1221  HISTORY     - Date     Condition        Report By
 ON1221  HISTORY     - 1981     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON1220 ***********************************************************************
 ON1220  DESIGNATION -  2309 M
 ON1220  PID         -  ON1220
 ON1220  STATE/COUNTY-  MN/FILLMORE
 ON1220  USGS QUAD   -  CANTON (1965)
 ON1220
 ON1220                         *CURRENT SURVEY CONTROL
 ON1220  ___________________________________________________________________
 ON1220* NAD 83(1986)-  43 31 57.     (N)    091 55 32.     (W)     SCALED    
 ON1220* NAVD 88     -       405.690  (meters)    1331.00   (feet)  ADJUSTED  
 ON1220  ___________________________________________________________________
 ON1220  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 ON1220  DYNAMIC HT  -         405.601 (meters)    1330.71  (feet)  COMP
 ON1220  MODELED GRAV-     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
 ON1220.and adjusted by the National Geodetic Survey in June 1991..
 ON1220
 ON1220.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 ON1219 ***********************************************************************
 ON1219  DESIGNATION -  2309 N
 ON1219  PID         -  ON1219
 ON1219  STATE/COUNTY-  MN/FILLMORE
 ON1219  USGS QUAD   -  CANTON (1965)
 ON1219
 ON1219                         *CURRENT SURVEY CONTROL
 ON1219  ___________________________________________________________________
 ON1219* NAD 83(1986)-  43 31 37.     (N)    091 54 48.     (W)     SCALED    
 ON1219* NAVD 88     -       399.414  (meters)    1310.41   (feet)  ADJUSTED  
 ON1219  ___________________________________________________________________
 ON1219  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 ON1219  DYNAMIC HT  -         399.328 (meters)    1310.13  (feet)  COMP
 ON1219  MODELED GRAV-     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
 ON1219.and adjusted by the National Geodetic Survey in June 1991..
 ON1219
 ON1219.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 ON1218 ***********************************************************************
 ON1218  DESIGNATION -  2309 P
 ON1218  PID         -  ON1218
 ON1218  STATE/COUNTY-  MN/FILLMORE
 ON1218  USGS QUAD   -  CANTON (1965)
 ON1218
 ON1218                         *CURRENT SURVEY CONTROL
 ON1218  ___________________________________________________________________
 ON1218* NAD 83(1986)-  43 31 30.     (N)    091 54 44.     (W)     SCALED    
 ON1218* NAVD 88     -       403.858  (meters)    1324.99   (feet)  ADJUSTED  
 ON1218  ___________________________________________________________________
 ON1218  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 ON1218  DYNAMIC HT  -         403.770 (meters)    1324.70  (feet)  COMP
 ON1218  MODELED GRAV-     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
 ON1218.and adjusted by the National Geodetic Survey in June 1991..
 ON1218
 ON1218.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 ON1217 ***********************************************************************
 ON1217  DESIGNATION -  2309 Q
 ON1217  PID         -  ON1217
 ON1217  STATE/COUNTY-  MN/FILLMORE
 ON1217  USGS QUAD   -  CANTON (1965)
 ON1217
 ON1217                         *CURRENT SURVEY CONTROL
 ON1217  ___________________________________________________________________
 ON1217* NAD 83(1986)-  43 31 03.     (N)    091 53 52.     (W)     SCALED    
 ON1217* NAVD 88     -       408.045  (meters)    1338.73   (feet)  ADJUSTED  
 ON1217  ___________________________________________________________________
 ON1217  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ON1217  DYNAMIC HT  -         407.957 (meters)    1338.44  (feet)  COMP
 ON1217  MODELED GRAV-     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
 ON1217.and adjusted by the National Geodetic Survey in June 1991..
 ON1217
 ON1217.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 ON1215 ***********************************************************************
 ON1215  DESIGNATION -  2309 R
 ON1215  PID         -  ON1215
 ON1215  STATE/COUNTY-  MN/FILLMORE
 ON1215  USGS QUAD   -  CANTON (1965)
 ON1215
 ON1215                         *CURRENT SURVEY CONTROL
 ON1215  ___________________________________________________________________
 ON1215* NAD 83(1986)-  43 30 54.     (N)    091 53 04.     (W)     SCALED    
 ON1215* NAVD 88     -       409.410  (meters)    1343.21   (feet)  ADJUSTED  
 ON1215  ___________________________________________________________________
 ON1215  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ON1215  DYNAMIC HT  -         409.322 (meters)    1342.92  (feet)  COMP
 ON1215  MODELED GRAV-     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
 ON1215.and adjusted by the National Geodetic Survey in June 1991..
 ON1215
 ON1215.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1506 ***********************************************************************
 OO1506  DESIGNATION -  2309 S
 OO1506  PID         -  OO1506
 OO1506  STATE/COUNTY-  MN/FILLMORE
 OO1506  USGS QUAD   -  HARMONY (1965)
 OO1506
 OO1506                         *CURRENT SURVEY CONTROL
 OO1506  ___________________________________________________________________
 OO1506* NAD 83(1986)-  43 33 56.     (N)    092 00 37.     (W)     SCALED    
 OO1506* NAVD 88     -       403.257  (meters)    1323.02   (feet)  ADJUSTED  
 OO1506  ___________________________________________________________________
 OO1506  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 OO1506  DYNAMIC HT  -         403.162 (meters)    1322.71  (feet)  COMP
 OO1506  MODELED GRAV-     980,372.2   (mgal)                       NAVD 88
 OO1506
 OO1506  VERT ORDER  -  SECOND    CLASS I
 OO1506
 OO1506.The horizontal coordinates were scaled from a topographic map and have
 OO1506.an estimated accuracy of +/- 6 seconds.
 OO1506
 OO1506.The orthometric height was determined by differential leveling
 OO1506.and adjusted by the National Geodetic Survey in June 1991..
 OO1506
 OO1506.The geoid height was determined by GEOID03.
 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     -   164,800.      960,740.      MT  (+/- 180 meters Scaled)
 OO1506
 OO1506                          SUPERSEDED SURVEY CONTROL
 OO1506
 OO1506.No superseded survey control is available for this station.
 OO1506
 OO1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ799240(NAD 83)
 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 = OCTOBER  6, 2006
 OO1505 ***********************************************************************
 OO1505  DESIGNATION -  2309 T
 OO1505  PID         -  OO1505
 OO1505  STATE/COUNTY-  MN/FILLMORE
 OO1505  USGS QUAD   -  HARMONY (1965)
 OO1505
 OO1505                         *CURRENT SURVEY CONTROL
 OO1505  ___________________________________________________________________
 OO1505* NAD 83(1986)-  43 34 48.     (N)    092 00 33.     (W)     SCALED    
 OO1505* NAVD 88     -       402.325  (meters)    1319.96   (feet)  ADJUSTED  
 OO1505  ___________________________________________________________________
 OO1505  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 OO1505  DYNAMIC HT  -         402.231 (meters)    1319.65  (feet)  COMP
 OO1505  MODELED GRAV-     980,374.8   (mgal)                       NAVD 88
 OO1505
 OO1505  VERT ORDER  -  SECOND    CLASS I
 OO1505
 OO1505.The horizontal coordinates were scaled from a topographic map and have
 OO1505.an estimated accuracy of +/- 6 seconds.
 OO1505
 OO1505.The orthometric height was determined by differential leveling
 OO1505.and adjusted by the National Geodetic Survey in June 1991..
 OO1505
 OO1505.The geoid height was determined by GEOID03.
 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     -   166,410.      960,790.      MT  (+/- 180 meters Scaled)
 OO1505
 OO1505                          SUPERSEDED SURVEY CONTROL
 OO1505
 OO1505.No superseded survey control is available for this station.
 OO1505
 OO1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ799257(NAD 83)
 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 = OCTOBER  6, 2006
 OO1504 ***********************************************************************
 OO1504  DESIGNATION -  2309 U
 OO1504  PID         -  OO1504
 OO1504  STATE/COUNTY-  MN/FILLMORE
 OO1504  USGS QUAD   -  HARMONY (1965)
 OO1504
 OO1504                         *CURRENT SURVEY CONTROL
 OO1504  ___________________________________________________________________
 OO1504* NAD 83(1986)-  43 35 14.     (N)    092 00 39.     (W)     SCALED    
 OO1504* NAVD 88     -       403.026  (meters)    1322.26   (feet)  ADJUSTED  
 OO1504  ___________________________________________________________________
 OO1504  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 OO1504  DYNAMIC HT  -         402.932 (meters)    1321.95  (feet)  COMP
 OO1504  MODELED GRAV-     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
 OO1504.and adjusted by the National Geodetic Survey in June 1991..
 OO1504
 OO1504.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1503 ***********************************************************************
 OO1503  DESIGNATION -  2309 V
 OO1503  PID         -  OO1503
 OO1503  STATE/COUNTY-  MN/FILLMORE
 OO1503  USGS QUAD   -  HARMONY (1965)
 OO1503
 OO1503                         *CURRENT SURVEY CONTROL
 OO1503  ___________________________________________________________________
 OO1503* NAD 83(1986)-  43 35 54.     (N)    092 00 32.     (W)     SCALED    
 OO1503* NAVD 88     -       397.147  (meters)    1302.97   (feet)  ADJUSTED  
 OO1503  ___________________________________________________________________
 OO1503  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 OO1503  DYNAMIC HT  -         397.056 (meters)    1302.67  (feet)  COMP
 OO1503  MODELED GRAV-     980,378.5   (mgal)                       NAVD 88
 OO1503
 OO1503  VERT ORDER  -  SECOND    CLASS I
 OO1503
 OO1503.The horizontal coordinates were scaled from a topographic map and have
 OO1503.an estimated accuracy of +/- 6 seconds.
 OO1503
 OO1503.The orthometric height was determined by differential leveling
 OO1503.and adjusted by the National Geodetic Survey in June 1991..
 OO1503
 OO1503.The geoid height was determined by GEOID03.
 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     -   168,440.      960,760.      MT  (+/- 180 meters Scaled)
 OO1503
 OO1503                          SUPERSEDED SURVEY CONTROL
 OO1503
 OO1503.No superseded survey control is available for this station.
 OO1503
 OO1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ799277(NAD 83)
 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 = OCTOBER  6, 2006
 OO1502 ***********************************************************************
 OO1502  DESIGNATION -  2309 W
 OO1502  PID         -  OO1502
 OO1502  STATE/COUNTY-  MN/FILLMORE
 OO1502  USGS QUAD   -  HARMONY (1965)
 OO1502
 OO1502                         *CURRENT SURVEY CONTROL
 OO1502  ___________________________________________________________________
 OO1502* NAD 83(1986)-  43 36 45.     (N)    092 00 49.     (W)     SCALED    
 OO1502* NAVD 88     -       396.995  (meters)    1302.47   (feet)  ADJUSTED  
 OO1502  ___________________________________________________________________
 OO1502  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 OO1502  DYNAMIC HT  -         396.905 (meters)    1302.18  (feet)  COMP
 OO1502  MODELED GRAV-     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
 OO1502.and adjusted by the National Geodetic Survey in June 1991..
 OO1502
 OO1502.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1501 ***********************************************************************
 OO1501  DESIGNATION -  2309 X
 OO1501  PID         -  OO1501
 OO1501  STATE/COUNTY-  MN/FILLMORE
 OO1501  USGS QUAD   -  PRESTON (1965)
 OO1501
 OO1501                         *CURRENT SURVEY CONTROL
 OO1501  ___________________________________________________________________
 OO1501* NAD 83(1986)-  43 38 21.     (N)    092 01 33.     (W)     SCALED    
 OO1501* NAVD 88     -       379.388  (meters)    1244.71   (feet)  ADJUSTED  
 OO1501  ___________________________________________________________________
 OO1501  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 OO1501  DYNAMIC HT  -         379.305 (meters)    1244.44  (feet)  COMP
 OO1501  MODELED GRAV-     980,388.1   (mgal)                       NAVD 88
 OO1501
 OO1501  VERT ORDER  -  SECOND    CLASS I
 OO1501
 OO1501.The horizontal coordinates were scaled from a topographic map and have
 OO1501.an estimated accuracy of +/- 6 seconds.
 OO1501
 OO1501.The orthometric height was determined by differential leveling
 OO1501.and adjusted by the National Geodetic Survey in June 1991..
 OO1501
 OO1501.The geoid height was determined by GEOID03.
 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     -   172,940.      959,290.      MT  (+/- 180 meters Scaled)
 OO1501
 OO1501                          SUPERSEDED SURVEY CONTROL
 OO1501
 OO1501.No superseded survey control is available for this station.
 OO1501
 OO1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ785322(NAD 83)
 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 = OCTOBER  6, 2006
 OO1500 ***********************************************************************
 OO1500  DESIGNATION -  2309 Y
 OO1500  PID         -  OO1500
 OO1500  STATE/COUNTY-  MN/FILLMORE
 OO1500  USGS QUAD   -  PRESTON (1965)
 OO1500
 OO1500                         *CURRENT SURVEY CONTROL
 OO1500  ___________________________________________________________________
 OO1500* NAD 83(1986)-  43 39 45.     (N)    092 01 59.     (W)     SCALED    
 OO1500* NAVD 88     -       367.070  (meters)    1204.30   (feet)  ADJUSTED  
 OO1500  ___________________________________________________________________
 OO1500  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 OO1500  DYNAMIC HT  -         366.993 (meters)    1204.04  (feet)  COMP
 OO1500  MODELED GRAV-     980,398.0   (mgal)                       NAVD 88
 OO1500
 OO1500  VERT ORDER  -  FIRST     CLASS II
 OO1500
 OO1500.The horizontal coordinates were scaled from a topographic map and have
 OO1500.an estimated accuracy of +/- 6 seconds.
 OO1500
 OO1500.The orthometric height was determined by differential leveling
 OO1500.and adjusted by the National Geodetic Survey in June 1991..
 OO1500
 OO1500.The geoid height was determined by GEOID03.
 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     -   175,520.      958,640.      MT  (+/- 180 meters Scaled)
 OO1500
 OO1500                          SUPERSEDED SURVEY CONTROL
 OO1500
 OO1500.No superseded survey control is available for this station.
 OO1500
 OO1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ779348(NAD 83)
 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 = OCTOBER  6, 2006
 OO1498 ***********************************************************************
 OO1498  DESIGNATION -  2310 B
 OO1498  PID         -  OO1498
 OO1498  STATE/COUNTY-  MN/FILLMORE
 OO1498  USGS QUAD   -  PRESTON (1965)
 OO1498
 OO1498                         *CURRENT SURVEY CONTROL
 OO1498  ___________________________________________________________________
 OO1498* NAD 83(1986)-  43 40 25.     (N)    092 04 23.     (W)     SCALED    
 OO1498* NAVD 88     -       306.280  (meters)    1004.85   (feet)  ADJUSTED  
 OO1498  ___________________________________________________________________
 OO1498  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 OO1498  DYNAMIC HT  -         306.216 (meters)    1004.64  (feet)  COMP
 OO1498  MODELED GRAV-     980,402.9   (mgal)                       NAVD 88
 OO1498
 OO1498  VERT ORDER  -  FIRST     CLASS II
 OO1498
 OO1498.The horizontal coordinates were scaled from a topographic map and have
 OO1498.an estimated accuracy of +/- 6 seconds.
 OO1498
 OO1498.The orthometric height was determined by differential leveling
 OO1498.and adjusted by the National Geodetic Survey in June 1991..
 OO1498
 OO1498.The geoid height was determined by GEOID03.
 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     -   176,680.      955,390.      MT  (+/- 180 meters Scaled)
 OO1498
 OO1498                          SUPERSEDED SURVEY CONTROL
 OO1498
 OO1498.No superseded survey control is available for this station.
 OO1498
 OO1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ747360(NAD 83)
 OO1498_MARKER: DV = VERTICAL CONTROL DISK
 OO1498_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OO1498+WITH SETTING: INFORMATION.
 OO1498_SP_SET: METAL ROD DRIVEN INTO GROUND
 OO1498_STAMPING: 2310 B 1983
 OO1498_MARK LOGO: MNDT  
 OO1498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1498+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1990
 OO1498
 OO1498  HISTORY     - Date     Condition        Report By
 OO1498  HISTORY     - 1983     MONUMENTED       MNDT
 OO1498  HISTORY     - 19900814 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1497 ***********************************************************************
 OO1497  DESIGNATION -  2310 C
 OO1497  PID         -  OO1497
 OO1497  STATE/COUNTY-  MN/FILLMORE
 OO1497  USGS QUAD   -  PRESTON (1965)
 OO1497
 OO1497                         *CURRENT SURVEY CONTROL
 OO1497  ___________________________________________________________________
 OO1497* NAD 83(1986)-  43 40 35.     (N)    092 05 13.     (W)     SCALED    
 OO1497* NAVD 88     -       296.178  (meters)     971.71   (feet)  ADJUSTED  
 OO1497  ___________________________________________________________________
 OO1497  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 OO1497  DYNAMIC HT  -         296.115 (meters)     971.50  (feet)  COMP
 OO1497  MODELED GRAV-     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
 OO1497.and adjusted by the National Geodetic Survey in June 1991..
 OO1497.WARNING-Repeat measurements at this control monument indicate possible
 OO1497.vertical movement.
 OO1497
 OO1497.The geoid height was determined by GEOID03.
 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_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_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 - August 14, 1990
 OO1497
 OO1497  HISTORY     - Date     Condition        Report By
 OO1497  HISTORY     - 1983     MONUMENTED       MNDT
 OO1497  HISTORY     - 19900814 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1496 ***********************************************************************
 OO1496  DESIGNATION -  2310 E
 OO1496  PID         -  OO1496
 OO1496  STATE/COUNTY-  MN/FILLMORE
 OO1496  USGS QUAD   -  PRESTON (1965)
 OO1496
 OO1496                         *CURRENT SURVEY CONTROL
 OO1496  ___________________________________________________________________
 OO1496* NAD 83(1986)-  43 42 27.     (N)    092 06 33.     (W)     SCALED    
 OO1496* NAVD 88     -       326.047  (meters)    1069.71   (feet)  ADJUSTED  
 OO1496  ___________________________________________________________________
 OO1496  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 OO1496  DYNAMIC HT  -         325.976 (meters)    1069.47  (feet)  COMP
 OO1496  MODELED GRAV-     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
 OO1496.and adjusted by the National Geodetic Survey in June 1991..
 OO1496
 OO1496.The geoid height was determined by GEOID03.
 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_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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1496
 OO1496  HISTORY     - Date     Condition        Report By
 OO1496  HISTORY     - 1983     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1494 ***********************************************************************
 OO1494  DESIGNATION -  2310 G
 OO1494  PID         -  OO1494
 OO1494  STATE/COUNTY-  MN/FILLMORE
 OO1494  USGS QUAD   -  PRESTON (1965)
 OO1494
 OO1494                         *CURRENT SURVEY CONTROL
 OO1494  ___________________________________________________________________
 OO1494* NAD 83(1986)-  43 42 56.     (N)    092 07 13.     (W)     SCALED    
 OO1494* NAVD 88     -       323.880  (meters)    1062.60   (feet)  ADJUSTED  
 OO1494  ___________________________________________________________________
 OO1494  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 OO1494  DYNAMIC HT  -         323.808 (meters)    1062.36  (feet)  COMP
 OO1494  MODELED GRAV-     980,389.9   (mgal)                       NAVD 88
 OO1494
 OO1494  VERT ORDER  -  SECOND    CLASS I
 OO1494
 OO1494.The horizontal coordinates were scaled from a topographic map and have
 OO1494.an estimated accuracy of +/- 6 seconds.
 OO1494
 OO1494.The orthometric height was determined by differential leveling
 OO1494.and adjusted by the National Geodetic Survey in June 1991..
 OO1494
 OO1494.The geoid height was determined by GEOID03.
 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     -   181,250.      951,470.      MT  (+/- 180 meters Scaled)
 OO1494
 OO1494                          SUPERSEDED SURVEY CONTROL
 OO1494
 OO1494.No superseded survey control is available for this station.
 OO1494
 OO1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ708406(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1494
 OO1494  HISTORY     - Date     Condition        Report By
 OO1494  HISTORY     - 1983     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1495 ***********************************************************************
 OO1495  DESIGNATION -  2310 H
 OO1495  PID         -  OO1495
 OO1495  STATE/COUNTY-  MN/FILLMORE
 OO1495  USGS QUAD   -  FOUNTAIN (1965)
 OO1495
 OO1495                         *CURRENT SURVEY CONTROL
 OO1495  ___________________________________________________________________
 OO1495* NAD 83(1986)-  43 43 36.     (N)    092 07 47.     (W)     SCALED    
 OO1495* NAVD 88     -       353.553  (meters)    1159.95   (feet)  ADJUSTED  
 OO1495  ___________________________________________________________________
 OO1495  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 OO1495  DYNAMIC HT  -         353.475 (meters)    1159.69  (feet)  COMP
 OO1495  MODELED GRAV-     980,388.8   (mgal)                       NAVD 88
 OO1495
 OO1495  VERT ORDER  -  SECOND    CLASS I
 OO1495
 OO1495.The horizontal coordinates were scaled from a topographic map and have
 OO1495.an estimated accuracy of +/- 6 seconds.
 OO1495
 OO1495.The orthometric height was determined by differential leveling
 OO1495.and adjusted by the National Geodetic Survey in June 1991..
 OO1495
 OO1495.The geoid height was determined by GEOID03.
 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     -   182,470.      950,680.      MT  (+/- 180 meters Scaled)
 OO1495
 OO1495                          SUPERSEDED SURVEY CONTROL
 OO1495
 OO1495.No superseded survey control is available for this station.
 OO1495
 OO1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ700418(NAD 83)
 OO1495_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1495
 OO1495  HISTORY     - Date     Condition        Report By
 OO1495  HISTORY     - 1983     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1510 ***********************************************************************
 OO1510  DESIGNATION -  2310 J
 OO1510  PID         -  OO1510
 OO1510  STATE/COUNTY-  MN/FILLMORE
 OO1510  USGS QUAD   -  PRESTON (1965)
 OO1510
 OO1510                         *CURRENT SURVEY CONTROL
 OO1510  ___________________________________________________________________
 OO1510* NAD 83(1986)-  43 41 38.     (N)    092 05 56.     (W)     SCALED    
 OO1510* NAVD 88     -       313.508  (meters)    1028.57   (feet)  ADJUSTED  
 OO1510  ___________________________________________________________________
 OO1510  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 OO1510  DYNAMIC HT  -         313.441 (meters)    1028.35  (feet)  COMP
 OO1510  MODELED GRAV-     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
 OO1510.and adjusted by the National Geodetic Survey in June 1991..
 OO1510
 OO1510.The geoid height was determined by GEOID03.
 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_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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1510
 OO1510  HISTORY     - Date     Condition        Report By
 OO1510  HISTORY     - 1984     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1537 ***********************************************************************
 OO1537  DESIGNATION -  2311 A
 OO1537  PID         -  OO1537
 OO1537  STATE/COUNTY-  MN/FILLMORE
 OO1537  USGS QUAD   -  CHATFIELD (1974)
 OO1537
 OO1537                         *CURRENT SURVEY CONTROL
 OO1537  ___________________________________________________________________
 OO1537* NAD 83(1986)-  43 50 36.     (N)    092 11 12.     (W)     SCALED    
 OO1537* NAVD 88     -       308.733  (meters)    1012.90   (feet)  ADJUSTED  
 OO1537  ___________________________________________________________________
 OO1537  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 OO1537  DYNAMIC HT  -         308.675 (meters)    1012.71  (feet)  COMP
 OO1537  MODELED GRAV-     980,424.0   (mgal)                       NAVD 88
 OO1537
 OO1537  VERT ORDER  -  SECOND    CLASS II
 OO1537
 OO1537.The horizontal coordinates were scaled from a topographic map and have
 OO1537.an estimated accuracy of +/- 6 seconds.
 OO1537
 OO1537.The orthometric height was determined by differential leveling
 OO1537.and adjusted by the National Geodetic Survey in June 1991..
 OO1537
 OO1537.The geoid height was determined by GEOID03.
 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     -   195,320.      945,810.      MT  (+/- 180 meters Scaled)
 OO1537
 OO1537                          SUPERSEDED SURVEY CONTROL
 OO1537
 OO1537.No superseded survey control is available for this station.
 OO1537
 OO1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ653547(NAD 83)
 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: TOP STEP OF SCHOOL ENTRANCE
 OO1537_STAMPING: 2311 A 1979
 OO1537_MARK LOGO: MNDT  
 OO1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1537+STABILITY: SURFACE MOTION
 OO1537
 OO1537  HISTORY     - Date     Condition        Report By
 OO1537  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9468 ***********************************************************************
 AE9468  DESIGNATION -  2312 A
 AE9468  PID         -  AE9468
 AE9468  STATE/COUNTY-  MN/FILLMORE
 AE9468  USGS QUAD   -  OSTRANDER (1965)
 AE9468
 AE9468                         *CURRENT SURVEY CONTROL
 AE9468  ___________________________________________________________________
 AE9468* NAD 83(1986)-  43 30 27.     (N)    092 26 19.     (W)     SCALED    
 AE9468* NAVD 88     -       385.052  (meters)    1263.29   (feet)  ADJUSTED  
 AE9468  ___________________________________________________________________
 AE9468  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 AE9468  DYNAMIC HT  -         384.957 (meters)    1262.98  (feet)  COMP
 AE9468  MODELED GRAV-     980,362.6   (mgal)                       NAVD 88
 AE9468
 AE9468  VERT ORDER  -  SECOND    CLASS I
 AE9468
 AE9468.The horizontal coordinates were scaled from a topographic map and have
 AE9468.an estimated accuracy of +/- 6 seconds.
 AE9468
 AE9468.The orthometric height was determined by differential leveling
 AE9468.and adjusted by the National Geodetic Survey in November 1998..
 AE9468
 AE9468.The geoid height was determined by GEOID03.
 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     -   157,600.      926,270.      MT  (+/- 180 meters Scaled)
 AE9468
 AE9468                          SUPERSEDED SURVEY CONTROL
 AE9468
 AE9468.No superseded survey control is available for this station.
 AE9468
 AE9468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ453173(NAD 83)
 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 = OCTOBER  6, 2006
 AE9469 ***********************************************************************
 AE9469  DESIGNATION -  2312 B
 AE9469  PID         -  AE9469
 AE9469  STATE/COUNTY-  MN/FILLMORE
 AE9469  USGS QUAD   -  OSTRANDER (1965)
 AE9469
 AE9469                         *CURRENT SURVEY CONTROL
 AE9469  ___________________________________________________________________
 AE9469* NAD 83(1986)-  43 30 27.     (N)    092 25 19.     (W)     SCALED    
 AE9469* NAVD 88     -       382.122  (meters)    1253.68   (feet)  ADJUSTED  
 AE9469  ___________________________________________________________________
 AE9469  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 AE9469  DYNAMIC HT  -         382.027 (meters)    1253.37  (feet)  COMP
 AE9469  MODELED GRAV-     980,360.5   (mgal)                       NAVD 88
 AE9469
 AE9469  VERT ORDER  -  SECOND    CLASS I
 AE9469
 AE9469.The horizontal coordinates were scaled from a topographic map and have
 AE9469.an estimated accuracy of +/- 6 seconds.
 AE9469
 AE9469.The orthometric height was determined by differential leveling
 AE9469.and adjusted by the National Geodetic Survey in November 1998..
 AE9469
 AE9469.The geoid height was determined by GEOID03.
 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     -   157,620.      927,610.      MT  (+/- 180 meters Scaled)
 AE9469
 AE9469                          SUPERSEDED SURVEY CONTROL
 AE9469
 AE9469.No superseded survey control is available for this station.
 AE9469
 AE9469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ467173(NAD 83)
 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 = OCTOBER  6, 2006
 AE9470 ***********************************************************************
 AE9470  DESIGNATION -  2312 C
 AE9470  PID         -  AE9470
 AE9470  STATE/COUNTY-  MN/FILLMORE
 AE9470  USGS QUAD   -  OSTRANDER (1965)
 AE9470
 AE9470                         *CURRENT SURVEY CONTROL
 AE9470  ___________________________________________________________________
 AE9470* NAD 83(1986)-  43 30 27.     (N)    092 23 30.     (W)     SCALED    
 AE9470* NAVD 88     -       375.800  (meters)    1232.94   (feet)  ADJUSTED  
 AE9470  ___________________________________________________________________
 AE9470  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 AE9470  DYNAMIC HT  -         375.705 (meters)    1232.63  (feet)  COMP
 AE9470  MODELED GRAV-     980,357.1   (mgal)                       NAVD 88
 AE9470
 AE9470  VERT ORDER  -  SECOND    CLASS I
 AE9470
 AE9470.The horizontal coordinates were scaled from a topographic map and have
 AE9470.an estimated accuracy of +/- 6 seconds.
 AE9470
 AE9470.The orthometric height was determined by differential leveling
 AE9470.and adjusted by the National Geodetic Survey in November 1998..
 AE9470
 AE9470.The geoid height was determined by GEOID03.
 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     -   157,670.      930,060.      MT  (+/- 180 meters Scaled)
 AE9470
 AE9470                          SUPERSEDED SURVEY CONTROL
 AE9470
 AE9470.No superseded survey control is available for this station.
 AE9470
 AE9470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ491173(NAD 83)
 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 = OCTOBER  6, 2006
 AE8037 ***********************************************************************
 AE8037  DESIGNATION -  2313 AA
 AE8037  PID         -  AE8037
 AE8037  STATE/COUNTY-  MN/FILLMORE
 AE8037  USGS QUAD   -  SPRING VALLEY (1965)
 AE8037
 AE8037                         *CURRENT SURVEY CONTROL
 AE8037  ___________________________________________________________________
 AE8037* NAD 83(1986)-  43 40 42.     (N)    092 23 27.     (W)     SCALED    
 AE8037* NAVD 88     -       401.270  (meters)    1316.50   (feet)  ADJUSTED  
 AE8037  ___________________________________________________________________
 AE8037  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 AE8037  DYNAMIC HT  -         401.177 (meters)    1316.19  (feet)  COMP
 AE8037  MODELED GRAV-     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
 AE8037.and adjusted by the National Geodetic Survey in November 1998..
 AE8037
 AE8037.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8038 ***********************************************************************
 AE8038  DESIGNATION -  2313 AB
 AE8038  PID         -  AE8038
 AE8038  STATE/COUNTY-  MN/FILLMORE
 AE8038  USGS QUAD   -  SPRING VALLEY (1965)
 AE8038
 AE8038                         *CURRENT SURVEY CONTROL
 AE8038  ___________________________________________________________________
 AE8038* NAD 83(1986)-  43 40 28.     (N)    092 23 27.     (W)     SCALED    
 AE8038* NAVD 88     -       405.745  (meters)    1331.18   (feet)  ADJUSTED  
 AE8038  ___________________________________________________________________
 AE8038  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 AE8038  DYNAMIC HT  -         405.651 (meters)    1330.87  (feet)  COMP
 AE8038  MODELED GRAV-     980,375.2   (mgal)                       NAVD 88
 AE8038
 AE8038  VERT ORDER  -  SECOND    CLASS I
 AE8038
 AE8038.The horizontal coordinates were scaled from a topographic map and have
 AE8038.an estimated accuracy of +/- 6 seconds.
 AE8038
 AE8038.The orthometric height was determined by differential leveling
 AE8038.and adjusted by the National Geodetic Survey in November 1998..
 AE8038
 AE8038.The geoid height was determined by GEOID03.
 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     -   176,220.      929,760.      MT  (+/- 180 meters Scaled)
 AE8038
 AE8038                          SUPERSEDED SURVEY CONTROL
 AE8038
 AE8038.No superseded survey control is available for this station.
 AE8038
 AE8038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ491358(NAD 83)
 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 = OCTOBER  6, 2006
 OO1599 ***********************************************************************
 OO1599  DESIGNATION -  2313 B
 OO1599  PID         -  OO1599
 OO1599  STATE/COUNTY-  MN/FILLMORE
 OO1599  USGS QUAD   -  SPRING VALLEY (1965)
 OO1599
 OO1599                         *CURRENT SURVEY CONTROL
 OO1599  ___________________________________________________________________
 OO1599* NAD 83(1996)-  43 38 44.64094(N)    092 23 22.40774(W)     ADJUSTED  
 OO1599* NAVD 88     -       410.638  (meters)    1347.23   (feet)  ADJUSTED  
 OO1599  ___________________________________________________________________
 OO1599  X           -    -192,749.634 (meters)                     COMP
 OO1599  Y           -  -4,618,987.325 (meters)                     COMP
 OO1599  Z           -   4,379,955.225 (meters)                     COMP
 OO1599  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 OO1599  ELLIP HEIGHT-         380.61  (meters)          (03/16/99) GPS OBS
 OO1599  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 OO1599  DYNAMIC HT  -         410.539 (meters)    1346.91  (feet)  COMP
 OO1599  MODELED GRAV-     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
 OO1599.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO1599
 OO1599.The ellipsoidal height was determined by GPS observations
 OO1599.and is referenced to NAD 83.
 OO1599
 OO1599.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1599;SPC MN S     -   173,030.114   929,929.368   MT  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)  380.70   (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: 15TWJ4923232707(NAD 83)
 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 = OCTOBER  6, 2006
 AE8048 ***********************************************************************
 AE8048  DESIGNATION -  2313 E
 AE8048  PID         -  AE8048
 AE8048  STATE/COUNTY-  MN/FILLMORE
 AE8048  USGS QUAD   -  OSTRANDER (1965)
 AE8048
 AE8048                         *CURRENT SURVEY CONTROL
 AE8048  ___________________________________________________________________
 AE8048* NAD 83(1986)-  43 34 37.     (N)    092 23 21.     (W)     SCALED    
 AE8048* NAVD 88     -       415.669  (meters)    1363.74   (feet)  ADJUSTED  
 AE8048  ___________________________________________________________________
 AE8048  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 AE8048  DYNAMIC HT  -         415.564 (meters)    1363.40  (feet)  COMP
 AE8048  MODELED GRAV-     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
 AE8048.and adjusted by the National Geodetic Survey in November 1998..
 AE8048
 AE8048.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8047 ***********************************************************************
 AE8047  DESIGNATION -  2313 EE
 AE8047  PID         -  AE8047
 AE8047  STATE/COUNTY-  MN/FILLMORE
 AE8047  USGS QUAD   -  OSTRANDER (1965)
 AE8047
 AE8047                         *CURRENT SURVEY CONTROL
 AE8047  ___________________________________________________________________
 AE8047* NAD 83(1986)-  43 35 39.     (N)    092 23 17.     (W)     SCALED    
 AE8047* NAVD 88     -       410.161  (meters)    1345.67   (feet)  ADJUSTED  
 AE8047  ___________________________________________________________________
 AE8047  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 AE8047  DYNAMIC HT  -         410.058 (meters)    1345.33  (feet)  COMP
 AE8047  MODELED GRAV-     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
 AE8047.and adjusted by the National Geodetic Survey in November 1998..
 AE8047
 AE8047.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8051 ***********************************************************************
 AE8051  DESIGNATION -  2313 F
 AE8051  PID         -  AE8051
 AE8051  STATE/COUNTY-  MN/FILLMORE
 AE8051  USGS QUAD   -  OSTRANDER (1965)
 AE8051
 AE8051                         *CURRENT SURVEY CONTROL
 AE8051  ___________________________________________________________________
 AE8051* NAD 83(1986)-  43 33 01.     (N)    092 22 42.     (W)     SCALED    
 AE8051* NAVD 88     -       405.087  (meters)    1329.02   (feet)  ADJUSTED  
 AE8051  ___________________________________________________________________
 AE8051  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 AE8051  DYNAMIC HT  -         404.984 (meters)    1328.68  (feet)  COMP
 AE8051  MODELED GRAV-     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
 AE8051.and adjusted by the National Geodetic Survey in November 1998..
 AE8051
 AE8051.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8056 ***********************************************************************
 AE8056  DESIGNATION -  2313 G
 AE8056  PID         -  AE8056
 AE8056  STATE/COUNTY-  MN/FILLMORE
 AE8056  USGS QUAD   -  CHERRY GROVE (1965)
 AE8056
 AE8056                         *CURRENT SURVEY CONTROL
 AE8056  ___________________________________________________________________
 AE8056* NAD 83(1986)-  43 30 29.     (N)    092 22 09.     (W)     SCALED    
 AE8056* NAVD 88     -       383.839  (meters)    1259.31   (feet)  ADJUSTED  
 AE8056  ___________________________________________________________________
 AE8056  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AE8056  DYNAMIC HT  -         383.742 (meters)    1258.99  (feet)  COMP
 AE8056  MODELED GRAV-     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
 AE8056.and adjusted by the National Geodetic Survey in November 1998..
 AE8056
 AE8056.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8034 ***********************************************************************
 AE8034  DESIGNATION -  2313 H
 AE8034  PID         -  AE8034
 AE8034  STATE/COUNTY-  MN/FILLMORE
 AE8034  USGS QUAD   -  SPRING VALLEY (1965)
 AE8034
 AE8034                         *CURRENT SURVEY CONTROL
 AE8034  ___________________________________________________________________
 AE8034* NAD 83(1986)-  43 41 17.     (N)    092 23 25.     (W)     SCALED    
 AE8034* NAVD 88     -       387.616  (meters)    1271.70   (feet)  ADJUSTED  
 AE8034  ___________________________________________________________________
 AE8034  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AE8034  DYNAMIC HT  -         387.528 (meters)    1271.41  (feet)  COMP
 AE8034  MODELED GRAV-     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
 AE8034.and adjusted by the National Geodetic Survey in November 1998..
 AE8034
 AE8034.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8033 ***********************************************************************
 AE8033  DESIGNATION -  2313 J
 AE8033  PID         -  AE8033
 AE8033  STATE/COUNTY-  MN/FILLMORE
 AE8033  USGS QUAD   -  SPRING VALLEY (1965)
 AE8033
 AE8033                         *CURRENT SURVEY CONTROL
 AE8033  ___________________________________________________________________
 AE8033* NAD 83(1986)-  43 41 13.     (N)    092 23 21.     (W)     SCALED    
 AE8033* NAVD 88     -       388.017  (meters)    1273.02   (feet)  ADJUSTED  
 AE8033  ___________________________________________________________________
 AE8033  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AE8033  DYNAMIC HT  -         387.928 (meters)    1272.73  (feet)  COMP
 AE8033  MODELED GRAV-     980,379.0   (mgal)                       NAVD 88
 AE8033
 AE8033  VERT ORDER  -  SECOND    CLASS I
 AE8033
 AE8033.The horizontal coordinates were scaled from a topographic map and have
 AE8033.an estimated accuracy of +/- 6 seconds.
 AE8033
 AE8033.The orthometric height was determined by differential leveling
 AE8033.and adjusted by the National Geodetic Survey in November 1998..
 AE8033
 AE8033.The geoid height was determined by GEOID03.
 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     -   177,610.      929,870.      MT  (+/- 180 meters Scaled)
 AE8033
 AE8033                          SUPERSEDED SURVEY CONTROL
 AE8033
 AE8033.No superseded survey control is available for this station.
 AE8033
 AE8033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ492372(NAD 83)
 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 = OCTOBER  6, 2006
 AE8035 ***********************************************************************
 AE8035  DESIGNATION -  2313 J 1
 AE8035  PID         -  AE8035
 AE8035  STATE/COUNTY-  MN/FILLMORE
 AE8035  USGS QUAD   -  SPRING VALLEY (1965)
 AE8035
 AE8035                         *CURRENT SURVEY CONTROL
 AE8035  ___________________________________________________________________
 AE8035* NAD 83(1986)-  43 41 10.     (N)    092 23 27.     (W)     SCALED    
 AE8035* NAVD 88     -       388.447  (meters)    1274.43   (feet)  ADJUSTED  
 AE8035  ___________________________________________________________________
 AE8035  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AE8035  DYNAMIC HT  -         388.358 (meters)    1274.14  (feet)  COMP
 AE8035  MODELED GRAV-     980,378.7   (mgal)                       NAVD 88
 AE8035
 AE8035  VERT ORDER  -  SECOND    CLASS I
 AE8035
 AE8035.The horizontal coordinates were scaled from a topographic map and have
 AE8035.an estimated accuracy of +/- 6 seconds.
 AE8035
 AE8035.The orthometric height was determined by differential leveling
 AE8035.and adjusted by the National Geodetic Survey in November 1998..
 AE8035
 AE8035.The geoid height was determined by GEOID03.
 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     -   177,510.      929,740.      MT  (+/- 180 meters Scaled)
 AE8035
 AE8035                          SUPERSEDED SURVEY CONTROL
 AE8035
 AE8035.No superseded survey control is available for this station.
 AE8035
 AE8035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ490371(NAD 83)
 AE8035_MARKER: DV = VERTICAL CONTROL DISK
 AE8035_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 AE8036 ***********************************************************************
 AE8036  DESIGNATION -  2313 K
 AE8036  PID         -  AE8036
 AE8036  STATE/COUNTY-  MN/FILLMORE
 AE8036  USGS QUAD   -  SPRING VALLEY (1965)
 AE8036
 AE8036                         *CURRENT SURVEY CONTROL
 AE8036  ___________________________________________________________________
 AE8036* NAD 83(1986)-  43 41 07.     (N)    092 23 24.     (W)     SCALED    
 AE8036* NAVD 88     -       395.472  (meters)    1297.48   (feet)  ADJUSTED  
 AE8036  ___________________________________________________________________
 AE8036  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AE8036  DYNAMIC HT  -         395.382 (meters)    1297.18  (feet)  COMP
 AE8036  MODELED GRAV-     980,378.5   (mgal)                       NAVD 88
 AE8036
 AE8036  VERT ORDER  -  SECOND    CLASS I
 AE8036
 AE8036.The horizontal coordinates were scaled from a topographic map and have
 AE8036.an estimated accuracy of +/- 6 seconds.
 AE8036
 AE8036.The orthometric height was determined by differential leveling
 AE8036.and adjusted by the National Geodetic Survey in November 1998..
 AE8036
 AE8036.The geoid height was determined by GEOID03.
 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     -   177,420.      929,810.      MT  (+/- 180 meters Scaled)
 AE8036
 AE8036                          SUPERSEDED SURVEY CONTROL
 AE8036
 AE8036.No superseded survey control is available for this station.
 AE8036
 AE8036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ491370(NAD 83)
 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 = OCTOBER  6, 2006
 AE8039 ***********************************************************************
 AE8039  DESIGNATION -  2313 LL
 AE8039  PID         -  AE8039
 AE8039  STATE/COUNTY-  MN/FILLMORE
 AE8039  USGS QUAD   -  SPRING VALLEY (1965)
 AE8039
 AE8039                         *CURRENT SURVEY CONTROL
 AE8039  ___________________________________________________________________
 AE8039* NAD 83(1986)-  43 39 49.     (N)    092 23 25.     (W)     SCALED    
 AE8039* NAVD 88     -       409.127  (meters)    1342.28   (feet)  ADJUSTED  
 AE8039  ___________________________________________________________________
 AE8039  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 AE8039  DYNAMIC HT  -         409.030 (meters)    1341.96  (feet)  COMP
 AE8039  MODELED GRAV-     980,372.0   (mgal)                       NAVD 88
 AE8039
 AE8039  VERT ORDER  -  SECOND    CLASS I
 AE8039
 AE8039.The horizontal coordinates were scaled from a topographic map and have
 AE8039.an estimated accuracy of +/- 6 seconds.
 AE8039
 AE8039.The orthometric height was determined by differential leveling
 AE8039.and adjusted by the National Geodetic Survey in November 1998..
 AE8039
 AE8039.The geoid height was determined by GEOID03.
 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     -   175,020.      929,830.      MT  (+/- 180 meters Scaled)
 AE8039
 AE8039                          SUPERSEDED SURVEY CONTROL
 AE8039
 AE8039.No superseded survey control is available for this station.
 AE8039
 AE8039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ491346(NAD 83)
 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 = OCTOBER  6, 2006
 AE8040 ***********************************************************************
 AE8040  DESIGNATION -  2313 M
 AE8040  PID         -  AE8040
 AE8040  STATE/COUNTY-  MN/FILLMORE
 AE8040  USGS QUAD   -  SPRING VALLEY (1965)
 AE8040
 AE8040                         *CURRENT SURVEY CONTROL
 AE8040  ___________________________________________________________________
 AE8040* NAD 83(1986)-  43 38 21.     (N)    092 23 23.     (W)     SCALED    
 AE8040* NAVD 88     -       408.197  (meters)    1339.23   (feet)  ADJUSTED  
 AE8040  ___________________________________________________________________
 AE8040  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 AE8040  DYNAMIC HT  -         408.098 (meters)    1338.90  (feet)  COMP
 AE8040  MODELED GRAV-     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
 AE8040.and adjusted by the National Geodetic Survey in November 1998..
 AE8040
 AE8040.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8041 ***********************************************************************
 AE8041  DESIGNATION -  2313 N
 AE8041  PID         -  AE8041
 AE8041  STATE/COUNTY-  MN/FILLMORE
 AE8041  USGS QUAD   -  SPRING VALLEY (1965)
 AE8041
 AE8041                         *CURRENT SURVEY CONTROL
 AE8041  ___________________________________________________________________
 AE8041* NAD 83(1986)-  43 37 35.     (N)    092 23 21.     (W)     SCALED    
 AE8041* NAVD 88     -       396.000  (meters)    1299.21   (feet)  ADJUSTED  
 AE8041  ___________________________________________________________________
 AE8041  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 AE8041  DYNAMIC HT  -         395.903 (meters)    1298.89  (feet)  COMP
 AE8041  MODELED GRAV-     980,362.3   (mgal)                       NAVD 88
 AE8041
 AE8041  VERT ORDER  -  SECOND    CLASS I
 AE8041
 AE8041.The horizontal coordinates were scaled from a topographic map and have
 AE8041.an estimated accuracy of +/- 6 seconds.
 AE8041
 AE8041.The orthometric height was determined by differential leveling
 AE8041.and adjusted by the National Geodetic Survey in November 1998..
 AE8041
 AE8041.The geoid height was determined by GEOID03.
 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     -   170,880.      930,000.      MT  (+/- 180 meters Scaled)
 AE8041
 AE8041                          SUPERSEDED SURVEY CONTROL
 AE8041
 AE8041.No superseded survey control is available for this station.
 AE8041
 AE8041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ492305(NAD 83)
 AE8041_MARKER: DB = BENCH MARK DISK
 AE8041_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE8041_SP_SET: BOX CULVERT
 AE8041_STAMPING: 2313 N 1947
 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 = OCTOBER  6, 2006
 AE8042 ***********************************************************************
 AE8042  DESIGNATION -  2313 P
 AE8042  PID         -  AE8042
 AE8042  STATE/COUNTY-  MN/FILLMORE
 AE8042  USGS QUAD   -  OSTRANDER (1965)
 AE8042
 AE8042                         *CURRENT SURVEY CONTROL
 AE8042  ___________________________________________________________________
 AE8042* NAD 83(1986)-  43 37 15.     (N)    092 23 21.     (W)     SCALED    
 AE8042* NAVD 88     -       400.474  (meters)    1313.89   (feet)  ADJUSTED  
 AE8042  ___________________________________________________________________
 AE8042  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 AE8042  DYNAMIC HT  -         400.375 (meters)    1313.56  (feet)  COMP
 AE8042  MODELED GRAV-     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
 AE8042.and adjusted by the National Geodetic Survey in November 1998..
 AE8042
 AE8042.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8043 ***********************************************************************
 AE8043  DESIGNATION -  2313 P 1
 AE8043  PID         -  AE8043
 AE8043  STATE/COUNTY-  MN/FILLMORE
 AE8043  USGS QUAD   -  OSTRANDER (1965)
 AE8043
 AE8043                         *CURRENT SURVEY CONTROL
 AE8043  ___________________________________________________________________
 AE8043* NAD 83(1986)-  43 37 01.     (N)    092 24 31.     (W)     SCALED    
 AE8043* NAVD 88     -       407.795  (meters)    1337.91   (feet)  ADJUSTED  
 AE8043  ___________________________________________________________________
 AE8043  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 AE8043  DYNAMIC HT  -         407.695 (meters)    1337.58  (feet)  COMP
 AE8043  MODELED GRAV-     980,361.6   (mgal)                       NAVD 88
 AE8043
 AE8043  VERT ORDER  -  SECOND    CLASS I
 AE8043
 AE8043.The horizontal coordinates were scaled from a topographic map and have
 AE8043.an estimated accuracy of +/- 6 seconds.
 AE8043
 AE8043.The orthometric height was determined by differential leveling
 AE8043.and adjusted by the National Geodetic Survey in November 1998..
 AE8043
 AE8043.The geoid height was determined by GEOID03.
 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     -   169,800.      928,460.      MT  (+/- 180 meters Scaled)
 AE8043
 AE8043                          SUPERSEDED SURVEY CONTROL
 AE8043
 AE8043.No superseded survey control is available for this station.
 AE8043
 AE8043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ477294(NAD 83)
 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 = OCTOBER  6, 2006
 AE8044 ***********************************************************************
 AE8044  DESIGNATION -  2313 P 2
 AE8044  PID         -  AE8044
 AE8044  STATE/COUNTY-  MN/FILLMORE
 AE8044  USGS QUAD   -  OSTRANDER (1965)
 AE8044
 AE8044                         *CURRENT SURVEY CONTROL
 AE8044  ___________________________________________________________________
 AE8044* NAD 83(1986)-  43 36 57.     (N)    092 25 39.     (W)     SCALED    
 AE8044* NAVD 88     -       410.958  (meters)    1348.28   (feet)  ADJUSTED  
 AE8044  ___________________________________________________________________
 AE8044  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 AE8044  DYNAMIC HT  -         410.857 (meters)    1347.95  (feet)  COMP
 AE8044  MODELED GRAV-     980,362.7   (mgal)                       NAVD 88
 AE8044
 AE8044  VERT ORDER  -  SECOND    CLASS I
 AE8044
 AE8044.The horizontal coordinates were scaled from a topographic map and have
 AE8044.an estimated accuracy of +/- 6 seconds.
 AE8044
 AE8044.The orthometric height was determined by differential leveling
 AE8044.and adjusted by the National Geodetic Survey in November 1998..
 AE8044
 AE8044.The geoid height was determined by GEOID03.
 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     -   169,650.      926,930.      MT  (+/- 180 meters Scaled)
 AE8044
 AE8044                          SUPERSEDED SURVEY CONTROL
 AE8044
 AE8044.No superseded survey control is available for this station.
 AE8044
 AE8044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ461293(NAD 83)
 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 = OCTOBER  6, 2006
 AE8045 ***********************************************************************
 AE8045  DESIGNATION -  2313 Q
 AE8045  PID         -  AE8045
 AE8045  STATE/COUNTY-  MN/FILLMORE
 AE8045  USGS QUAD   -  OSTRANDER (1965)
 AE8045
 AE8045                         *CURRENT SURVEY CONTROL
 AE8045  ___________________________________________________________________
 AE8045* NAD 83(1986)-  43 36 37.     (N)    092 23 21.     (W)     SCALED    
 AE8045* NAVD 88     -       394.554  (meters)    1294.47   (feet)  ADJUSTED  
 AE8045  ___________________________________________________________________
 AE8045  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 AE8045  DYNAMIC HT  -         394.455 (meters)    1294.14  (feet)  COMP
 AE8045  MODELED GRAV-     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
 AE8045.and adjusted by the National Geodetic Survey in November 1998..
 AE8045
 AE8045.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8046 ***********************************************************************
 AE8046  DESIGNATION -  2313 R
 AE8046  PID         -  AE8046
 AE8046  STATE/COUNTY-  MN/FILLMORE
 AE8046  USGS QUAD   -  OSTRANDER (1965)
 AE8046
 AE8046                         *CURRENT SURVEY CONTROL
 AE8046  ___________________________________________________________________
 AE8046* NAD 83(1986)-  43 35 59.     (N)    092 23 21.     (W)     SCALED    
 AE8046* NAVD 88     -       400.811  (meters)    1314.99   (feet)  ADJUSTED  
 AE8046  ___________________________________________________________________
 AE8046  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 AE8046  DYNAMIC HT  -         400.711 (meters)    1314.67  (feet)  COMP
 AE8046  MODELED GRAV-     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
 AE8046.and adjusted by the National Geodetic Survey in November 1998..
 AE8046
 AE8046.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8049 ***********************************************************************
 AE8049  DESIGNATION -  2313 S
 AE8049  PID         -  AE8049
 AE8049  STATE/COUNTY-  MN/FILLMORE
 AE8049  USGS QUAD   -  OSTRANDER (1965)
 AE8049
 AE8049                         *CURRENT SURVEY CONTROL
 AE8049  ___________________________________________________________________
 AE8049* NAD 83(1986)-  43 34 02.     (N)    092 23 21.     (W)     SCALED    
 AE8049* NAVD 88     -       411.715  (meters)    1350.77   (feet)  ADJUSTED  
 AE8049  ___________________________________________________________________
 AE8049  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 AE8049  DYNAMIC HT  -         411.611 (meters)    1350.43  (feet)  COMP
 AE8049  MODELED GRAV-     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
 AE8049.and adjusted by the National Geodetic Survey in November 1998..
 AE8049
 AE8049.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8050 ***********************************************************************
 AE8050  DESIGNATION -  2313 T
 AE8050  PID         -  AE8050
 AE8050  STATE/COUNTY-  MN/FILLMORE
 AE8050  USGS QUAD   -  OSTRANDER (1965)
 AE8050
 AE8050                         *CURRENT SURVEY CONTROL
 AE8050  ___________________________________________________________________
 AE8050* NAD 83(1986)-  43 33 19.     (N)    092 23 06.     (W)     SCALED    
 AE8050* NAVD 88     -       398.452  (meters)    1307.25   (feet)  ADJUSTED  
 AE8050  ___________________________________________________________________
 AE8050  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 AE8050  DYNAMIC HT  -         398.350 (meters)    1306.92  (feet)  COMP
 AE8050  MODELED GRAV-     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
 AE8050.and adjusted by the National Geodetic Survey in November 1998..
 AE8050
 AE8050.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8052 ***********************************************************************
 AE8052  DESIGNATION -  2313 U
 AE8052  PID         -  AE8052
 AE8052  STATE/COUNTY-  MN/FILLMORE
 AE8052  USGS QUAD   -  CHERRY GROVE (1965)
 AE8052
 AE8052                         *CURRENT SURVEY CONTROL
 AE8052  ___________________________________________________________________
 AE8052* NAD 83(1986)-  43 32 38.     (N)    092 22 15.     (W)     SCALED    
 AE8052* NAVD 88     -       407.018  (meters)    1335.36   (feet)  ADJUSTED  
 AE8052  ___________________________________________________________________
 AE8052  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 AE8052  DYNAMIC HT  -         406.914 (meters)    1335.02  (feet)  COMP
 AE8052  MODELED GRAV-     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
 AE8052.and adjusted by the National Geodetic Survey in November 1998..
 AE8052
 AE8052.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8054 ***********************************************************************
 AE8054  DESIGNATION -  2313 XX
 AE8054  PID         -  AE8054
 AE8054  STATE/COUNTY-  MN/FILLMORE
 AE8054  USGS QUAD   -  CHERRY GROVE (1965)
 AE8054
 AE8054                         *CURRENT SURVEY CONTROL
 AE8054  ___________________________________________________________________
 AE8054* NAD 83(1986)-  43 31 57.     (N)    092 22 11.     (W)     SCALED    
 AE8054* NAVD 88     -       398.943  (meters)    1308.87   (feet)  ADJUSTED  
 AE8054  ___________________________________________________________________
 AE8054  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 AE8054  DYNAMIC HT  -         398.841 (meters)    1308.53  (feet)  COMP
 AE8054  MODELED GRAV-     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
 AE8054.and adjusted by the National Geodetic Survey in November 1998..
 AE8054
 AE8054.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8032 ***********************************************************************
 AE8032  DESIGNATION -  2313 Z
 AE8032  PID         -  AE8032
 AE8032  STATE/COUNTY-  MN/FILLMORE
 AE8032  USGS QUAD   -  SPRING VALLEY (1965)
 AE8032
 AE8032                         *CURRENT SURVEY CONTROL
 AE8032  ___________________________________________________________________
 AE8032* NAD 83(1986)-  43 41 09.     (N)    092 23 47.     (W)     SCALED    
 AE8032* NAVD 88     -       390.867  (meters)    1282.37   (feet)  ADJUSTED  
 AE8032  ___________________________________________________________________
 AE8032  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 AE8032  DYNAMIC HT  -         390.777 (meters)    1282.07  (feet)  COMP
 AE8032  MODELED GRAV-     980,378.6   (mgal)                       NAVD 88
 AE8032
 AE8032  VERT ORDER  -  SECOND    CLASS I
 AE8032
 AE8032.The horizontal coordinates were scaled from a topographic map and have
 AE8032.an estimated accuracy of +/- 6 seconds.
 AE8032
 AE8032.The orthometric height was determined by differential leveling
 AE8032.and adjusted by the National Geodetic Survey in November 1998..
 AE8032
 AE8032.The geoid height was determined by GEOID03.
 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     -   177,470.      929,290.      MT  (+/- 180 meters Scaled)
 AE8032
 AE8032                          SUPERSEDED SURVEY CONTROL
 AE8032
 AE8032.No superseded survey control is available for this station.
 AE8032
 AE8032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ486371(NAD 83)
 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 = OCTOBER  6, 2006
 AE8055 ***********************************************************************
 AE8055  DESIGNATION -  2313 ZZ
 AE8055  PID         -  AE8055
 AE8055  STATE/COUNTY-  MN/FILLMORE
 AE8055  USGS QUAD   -  CHERRY GROVE (1965)
 AE8055
 AE8055                         *CURRENT SURVEY CONTROL
 AE8055  ___________________________________________________________________
 AE8055* NAD 83(1986)-  43 31 15.     (N)    092 22 06.     (W)     SCALED    
 AE8055* NAVD 88     -       397.988  (meters)    1305.73   (feet)  ADJUSTED  
 AE8055  ___________________________________________________________________
 AE8055  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AE8055  DYNAMIC HT  -         397.887 (meters)    1305.40  (feet)  COMP
 AE8055  MODELED GRAV-     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
 AE8055.and adjusted by the National Geodetic Survey in November 1998..
 AE8055
 AE8055.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1509 ***********************************************************************
 OO1509  DESIGNATION -  2316 A
 OO1509  PID         -  OO1509
 OO1509  STATE/COUNTY-  MN/FILLMORE
 OO1509  USGS QUAD   -  HARMONY (1965)
 OO1509
 OO1509                         *CURRENT SURVEY CONTROL
 OO1509  ___________________________________________________________________
 OO1509* NAD 83(1986)-  43 33 10.     (N)    092 00 40.     (W)     SCALED    
 OO1509* NAVD 88     -       410.314  (meters)    1346.17   (feet)  ADJUSTED  
 OO1509  ___________________________________________________________________
 OO1509  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 OO1509  DYNAMIC HT  -         410.217 (meters)    1345.85  (feet)  COMP
 OO1509  MODELED GRAV-     980,370.7   (mgal)                       NAVD 88
 OO1509
 OO1509  VERT ORDER  -  SECOND    CLASS I
 OO1509
 OO1509.The horizontal coordinates were scaled from a topographic map and have
 OO1509.an estimated accuracy of +/- 6 seconds.
 OO1509
 OO1509.The orthometric height was determined by differential leveling
 OO1509.and adjusted by the National Geodetic Survey in June 1991..
 OO1509
 OO1509.The geoid height was determined by GEOID03.
 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     -   163,380.      960,710.      MT  (+/- 180 meters Scaled)
 OO1509
 OO1509                          SUPERSEDED SURVEY CONTROL
 OO1509
 OO1509.No superseded survey control is available for this station.
 OO1509
 OO1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ798226(NAD 83)
 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 = OCTOBER  6, 2006
 AE8079 ***********************************************************************
 AE8079  DESIGNATION -  2316 B
 AE8079  PID         -  AE8079
 AE8079  STATE/COUNTY-  MN/FILLMORE
 AE8079  USGS QUAD   -  HARMONY (1965)
 AE8079
 AE8079                         *CURRENT SURVEY CONTROL
 AE8079  ___________________________________________________________________
 AE8079* NAD 83(1986)-  43 32 38.     (N)    092 00 33.     (W)     SCALED    
 AE8079* NAVD 88     -       397.742  (meters)    1304.93   (feet)  ADJUSTED  
 AE8079  ___________________________________________________________________
 AE8079  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AE8079  DYNAMIC HT  -         397.647 (meters)    1304.61  (feet)  COMP
 AE8079  MODELED GRAV-     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
 AE8079.and adjusted by the National Geodetic Survey in November 1998..
 AE8079
 AE8079.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1538 ***********************************************************************
 OO1538  DESIGNATION -  2317 A
 OO1538  PID         -  OO1538
 OO1538  STATE/COUNTY-  MN/FILLMORE
 OO1538  USGS QUAD   -  CHATFIELD (1974)
 OO1538
 OO1538                         *CURRENT SURVEY CONTROL
 OO1538  ___________________________________________________________________
 OO1538* NAD 83(1986)-  43 50 46.     (N)    092 11 18.     (W)     SCALED    
 OO1538* NAVD 88     -       311.358  (meters)    1021.51   (feet)  ADJUSTED  
 OO1538  ___________________________________________________________________
 OO1538  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 OO1538  DYNAMIC HT  -         311.300 (meters)    1021.32  (feet)  COMP
 OO1538  MODELED GRAV-     980,424.4   (mgal)                       NAVD 88
 OO1538
 OO1538  VERT ORDER  -  SECOND    CLASS II
 OO1538
 OO1538.The horizontal coordinates were scaled from a topographic map and have
 OO1538.an estimated accuracy of +/- 6 seconds.
 OO1538
 OO1538.The orthometric height was determined by differential leveling
 OO1538.and adjusted by the National Geodetic Survey in June 1991..
 OO1538
 OO1538.The geoid height was determined by GEOID03.
 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     -   195,630.      945,670.      MT  (+/- 180 meters Scaled)
 OO1538
 OO1538                          SUPERSEDED SURVEY CONTROL
 OO1538
 OO1538.No superseded survey control is available for this station.
 OO1538
 OO1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ652551(NAD 83)
 OO1538_MARKER: DB = BENCH MARK DISK
 OO1538_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1538+WITH SETTING: PAVEMENT
 OO1538_SP_SET: TOP STEP OF BUILDING ENTRANCE
 OO1538_STAMPING: 2317 A 1979
 OO1538_MARK LOGO: MNDT  
 OO1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1538+STABILITY: SURFACE MOTION
 OO1538
 OO1538  HISTORY     - Date     Condition        Report By
 OO1538  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0851 ***********************************************************************
 OO0851  DESIGNATION -  2318 B
 OO0851  PID         -  OO0851
 OO0851  STATE/COUNTY-  MN/FILLMORE
 OO0851  USGS QUAD   -  WYKOFF (1965)
 OO0851
 OO0851                         *CURRENT SURVEY CONTROL
 OO0851  ___________________________________________________________________
 OO0851* NAD 83(1996)-  43 42 37.50198(N)    092 15 18.33995(W)     ADJUSTED  
 OO0851* NAVD 88     -       403.50   (+/-2cm)    1323.8    (feet)  VERTCON   
 OO0851  ___________________________________________________________________
 OO0851  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 OO0851  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 OO0851
 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.The vertical order pertains to the NGVD 29 superseded value.
 OO0851
 OO0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0851
 OO0851.The geoid height was determined by GEOID03.
 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;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     -   0.99994144  x   1.00001660  =   0.99995804
 OO0851!UTM  15      -   0.99994144  x   0.99964430  =   0.99958576
 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: 15TWJ6001239980(NAD 83)
 OO0851_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OO0851_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OO0851+WITH SETTING: INFORMATION.
 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 = OCTOBER  6, 2006
 OO0836 ***********************************************************************
 OO0836  DESIGNATION -  2318 C
 OO0836  PID         -  OO0836
 OO0836  STATE/COUNTY-  MN/FILLMORE
 OO0836  USGS QUAD   -  FOUNTAIN (1965)
 OO0836
 OO0836                         *CURRENT SURVEY CONTROL
 OO0836  ___________________________________________________________________
 OO0836* NAD 83(1996)-  43 42 36.21353(N)    092 14 23.42252(W)     ADJUSTED  
 OO0836* NAVD 88     -       403.39   (+/-2cm)    1323.5    (feet)  VERTCON   
 OO0836  ___________________________________________________________________
 OO0836  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 OO0836  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 OO0836
 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.The vertical order pertains to the NGVD 29 superseded value.
 OO0836
 OO0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0836
 OO0836.The geoid height was determined by GEOID03.
 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;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     -   0.99994146  x   1.00001668  =   0.99995814
 OO0836!UTM  15      -   0.99994146  x   0.99964613  =   0.99958761
 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_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OO0836_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OO0836+WITH SETTING: INFORMATION.
 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 = OCTOBER  6, 2006
 OO0834 ***********************************************************************
 OO0834  DESIGNATION -  2318 H
 OO0834  PID         -  OO0834
 OO0834  STATE/COUNTY-  MN/FILLMORE
 OO0834  USGS QUAD   -  FOUNTAIN (1965)
 OO0834
 OO0834                         *CURRENT SURVEY CONTROL
 OO0834  ___________________________________________________________________
 OO0834* NAD 83(1996)-  43 43 22.76878(N)    092 10 46.21959(W)     ADJUSTED  
 OO0834* NAVD 88     -       395.92   (+/-2cm)    1298.9    (feet)  VERTCON   
 OO0834  ___________________________________________________________________
 OO0834  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 OO0834  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 OO0834
 OO0834  HORZ ORDER  -  SECOND
 OO0834  VERT ORDER  -  THIRD ? (See Below)
 OO0834
 OO0834.The horizontal coordinates were established by classical geodetic methods
 OO0834.and adjusted by the National Geodetic Survey in March 1999..
 OO0834
 OO0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0834.The vertical order pertains to the NGVD 29 superseded value.
 OO0834
 OO0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0834
 OO0834.The geoid height was determined by GEOID03.
 OO0834
 OO0834;                    North         East     Units Scale Factor Converg.
 OO0834;SPC MN S     -   181,967.633   946,682.440   MT  1.00001362   +1 16 33.7
 OO0834;UTM  15      - 4,841,433.920   566,087.811   MT  0.99965372   +0 34 01.6
 OO0834
 OO0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0834!SPC MN S     -   0.99994263  x   1.00001362  =   0.99995625
 OO0834!UTM  15      -   0.99994263  x   0.99965372  =   0.99959637
 OO0834
 OO0834                          SUPERSEDED SURVEY CONTROL
 OO0834
 OO0834  NAD 83(1986)-  43 43 22.75796(N)    092 10 46.21880(W) AD(       ) 2
 OO0834  NAD 27      -  43 43 22.88670(N)    092 10 45.63570(W) AD(       ) 2
 OO0834  NGVD 29 (07/19/86)  395.89   (m)         1298.8    (f) LEVELING    3  
 OO0834
 OO0834.Superseded values are not recommended for survey control.
 OO0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0834.See file dsdata.txt to determine how the superseded data were derived.
 OO0834
 OO0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6608841434(NAD 83)
 OO0834_MARKER: DV = VERTICAL CONTROL DISK
 OO0834_SETTING: 0 = UNSPECIFIED SETTING
 OO0834
 OO0834  HISTORY     - Date     Condition        Report By
 OO0834  HISTORY     - 1975     MONUMENTED       MNDT
 OO0834
 OO0834                          STATION DESCRIPTION
 OO0834
 OO0834'DESCRIBED BY MN DEPT OF TRANSP 1975
 OO0834'STATION EICKHOFF MNHD IS LOCATED ABOUT 2 MILES WEST-SOUTHWEST OF THE
 OO0834'CITY OF FOUNTAIN IN THE NW 1/4 OF SECTION 17, T 103N, R 11W, ON THE
 OO0834'SOUTH RIGHT-OF-WAY OF A GRAVEL ROAD.
 OO0834'
 OO0834'TO REACH STATION EICKHOFF MNHD FROM THE JUNCTION OF TRUNK HIGHWAY 80
 OO0834'AND TRUNK HIGHWAY 52, IN FOUNTAIN, GO SOUTHWEST ON TRUNK HIGHWAY 80
 OO0834'FOR 0.9 MILE TO A ROAD RIGHT, TURN RIGHT AND GO WEST ON THE GRAVEL
 OO0834'ROAD FOR 1.3 MILES TO THE STATION ON THE LEFT.
 OO0834'
 OO0834'AZIMUTH MARK NUMBER 2, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO0834'STAMPED 2318 H 1975, IS SET ON TOP OF A COPPER COATED STEEL ROD
 OO0834'DRIVEN TO A DEPTH OF 22 FEET.  THE MARK IS 72.5 FEET SOUTH OF THE
 OO0834'CENTERLINE OF TRUNK HIGHWAY 80, 34 FEET EAST OF AN ENTRANCE, 2.5
 OO0834'FEET NORTH OF A CORNER FENCE POST, AT TRUNK HIGHWAY 80 MILEPOINT
 OO0834'6.4, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0833 ***********************************************************************
 OO0833  DESIGNATION -  2318 J
 OO0833  PID         -  OO0833
 OO0833  STATE/COUNTY-  MN/FILLMORE
 OO0833  USGS QUAD   -  FOUNTAIN (1965)
 OO0833
 OO0833                         *CURRENT SURVEY CONTROL
 OO0833  ___________________________________________________________________
 OO0833* NAD 83(1996)-  43 43 36.10299(N)    092 10 03.95089(W)     ADJUSTED  
 OO0833* NAVD 88     -       390.12   (+/-2cm)    1279.9    (feet)  VERTCON   
 OO0833  ___________________________________________________________________
 OO0833  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 OO0833  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 OO0833
 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.The vertical order pertains to the NGVD 29 superseded value.
 OO0833
 OO0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0833
 OO0833.The geoid height was determined by GEOID03.
 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;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     -   0.99994354  x   1.00001275  =   0.99995629
 OO0833!UTM  15      -   0.99994354  x   0.99965526  =   0.99959882
 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: 15TWJ6702941855(NAD 83)
 OO0833_MARKER: DV = VERTICAL CONTROL DISK
 OO0833_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 OO1511 ***********************************************************************
 OO1511  DESIGNATION -  2318 K
 OO1511  PID         -  OO1511
 OO1511  STATE/COUNTY-  MN/FILLMORE
 OO1511  USGS QUAD   -  FOUNTAIN (1965)
 OO1511
 OO1511                         *CURRENT SURVEY CONTROL
 OO1511  ___________________________________________________________________
 OO1511* NAD 83(1986)-  43 43 42.     (N)    092 09 34.     (W)     SCALED    
 OO1511* NAVD 88     -       386.556  (meters)    1268.23   (feet)  ADJUSTED  
 OO1511  ___________________________________________________________________
 OO1511  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 OO1511  DYNAMIC HT  -         386.471 (meters)    1267.95  (feet)  COMP
 OO1511  MODELED GRAV-     980,388.0   (mgal)                       NAVD 88
 OO1511
 OO1511  VERT ORDER  -  SECOND    CLASS I
 OO1511
 OO1511.The horizontal coordinates were scaled from a topographic map and have
 OO1511.an estimated accuracy of +/- 6 seconds.
 OO1511
 OO1511.The orthometric height was determined by differential leveling
 OO1511.and adjusted by the National Geodetic Survey in June 1991..
 OO1511
 OO1511.The geoid height was determined by GEOID03.
 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     -   182,600.      948,290.      MT  (+/- 180 meters Scaled)
 OO1511
 OO1511                          SUPERSEDED SURVEY CONTROL
 OO1511
 OO1511.No superseded survey control is available for this station.
 OO1511
 OO1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ676420(NAD 83)
 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 = OCTOBER  6, 2006
 OO1513 ***********************************************************************
 OO1513  DESIGNATION -  2318 M
 OO1513  PID         -  OO1513
 OO1513  STATE/COUNTY-  MN/FILLMORE
 OO1513  USGS QUAD   -  FOUNTAIN (1965)
 OO1513
 OO1513                         *CURRENT SURVEY CONTROL
 OO1513  ___________________________________________________________________
 OO1513* NAD 83(1986)-  43 44 08.     (N)    092 08 22.     (W)     SCALED    
 OO1513* NAVD 88     -       391.716  (meters)    1285.15   (feet)  ADJUSTED  
 OO1513  ___________________________________________________________________
 OO1513  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 OO1513  DYNAMIC HT  -         391.630 (meters)    1284.87  (feet)  COMP
 OO1513  MODELED GRAV-     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
 OO1513.and adjusted by the National Geodetic Survey in June 1991..
 OO1513
 OO1513.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 OO1513_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO1513_SP_SET: CONCRETE CATCH BASIN
 OO1513_STAMPING: 2318 M 1975
 OO1513_MARK LOGO: MNDT  
 OO1513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1513
 OO1513  HISTORY     - Date     Condition        Report By
 OO1513  HISTORY     - 1975     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1512 ***********************************************************************
 OO1512  CBN         -  This is a Cooperative Base Network Control Station.
 OO1512  DESIGNATION -  2318 Q
 OO1512  PID         -  OO1512
 OO1512  STATE/COUNTY-  MN/FILLMORE
 OO1512  USGS QUAD   -  FOUNTAIN (1965)
 OO1512
 OO1512                         *CURRENT SURVEY CONTROL
 OO1512  ___________________________________________________________________
 OO1512* NAD 83(1996)-  43 43 22.76915(N)    092 10 46.22097(W)     ADJUSTED  
 OO1512* NAVD 88     -       395.776  (meters)    1298.48   (feet)  ADJUSTED  
 OO1512  ___________________________________________________________________
 OO1512  X           -    -175,588.827 (meters)                     COMP
 OO1512  Y           -  -4,613,727.391 (meters)                     COMP
 OO1512  Z           -   4,386,152.739 (meters)                     COMP
 OO1512  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 OO1512  ELLIP HEIGHT-         365.72  (meters)          (01/15/97) GPS OBS
 OO1512  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 OO1512  DYNAMIC HT  -         395.688 (meters)    1298.19  (feet)  COMP
 OO1512  MODELED GRAV-     980,386.4   (mgal)                       NAVD 88
 OO1512
 OO1512  HORZ ORDER  -  B
 OO1512  VERT ORDER  -  SECOND    CLASS I
 OO1512  ELLP ORDER  -  FOURTH    CLASS I
 OO1512
 OO1512.The horizontal coordinates were established by GPS observations
 OO1512.and adjusted by the National Geodetic Survey in January 1997..
 OO1512
 OO1512.The orthometric height was determined by differential leveling
 OO1512.and adjusted by the National Geodetic Survey in June 1991..
 OO1512
 OO1512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1512
 OO1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1512
 OO1512.The ellipsoidal height was determined by GPS observations
 OO1512.and is referenced to NAD 83.
 OO1512
 OO1512.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1512;SPC MN S     -   181,967.644   946,682.409   MT  1.00001362   +1 16 33.7
 OO1512;UTM  15      - 4,841,433.932   566,087.780   MT  0.99965372   +0 34 01.6
 OO1512
 OO1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1512!SPC MN S     -   0.99994265  x   1.00001362  =   0.99995627
 OO1512!UTM  15      -   0.99994265  x   0.99965372  =   0.99959639
 OO1512
 OO1512                          SUPERSEDED SURVEY CONTROL
 OO1512
 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: 15TWJ6608841434(NAD 83)
 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 = OCTOBER  6, 2006
 AE8060 ***********************************************************************
 AE8060  DESIGNATION -  2320 A
 AE8060  PID         -  AE8060
 AE8060  STATE/COUNTY-  MN/FILLMORE
 AE8060  USGS QUAD   -  CHERRY GROVE (1965)
 AE8060
 AE8060                         *CURRENT SURVEY CONTROL
 AE8060  ___________________________________________________________________
 AE8060* NAD 83(1986)-  43 32 36.     (N)    092 20 57.     (W)     SCALED    
 AE8060* NAVD 88     -       407.020  (meters)    1335.36   (feet)  ADJUSTED  
 AE8060  ___________________________________________________________________
 AE8060  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 AE8060  DYNAMIC HT  -         406.916 (meters)    1335.02  (feet)  COMP
 AE8060  MODELED GRAV-     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
 AE8060.and adjusted by the National Geodetic Survey in November 1998..
 AE8060
 AE8060.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8061 ***********************************************************************
 AE8061  DESIGNATION -  2320 B
 AE8061  PID         -  AE8061
 AE8061  STATE/COUNTY-  MN/FILLMORE
 AE8061  USGS QUAD   -  CHERRY GROVE (1965)
 AE8061
 AE8061                         *CURRENT SURVEY CONTROL
 AE8061  ___________________________________________________________________
 AE8061* NAD 83(1986)-  43 32 38.     (N)    092 20 11.     (W)     SCALED    
 AE8061* NAVD 88     -       404.924  (meters)    1328.49   (feet)  ADJUSTED  
 AE8061  ___________________________________________________________________
 AE8061  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 AE8061  DYNAMIC HT  -         404.820 (meters)    1328.15  (feet)  COMP
 AE8061  MODELED GRAV-     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
 AE8061.and adjusted by the National Geodetic Survey in November 1998..
 AE8061
 AE8061.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8062 ***********************************************************************
 AE8062  DESIGNATION -  2320 C
 AE8062  PID         -  AE8062
 AE8062  STATE/COUNTY-  MN/FILLMORE
 AE8062  USGS QUAD   -  CHERRY GROVE (1965)
 AE8062
 AE8062                         *CURRENT SURVEY CONTROL
 AE8062  ___________________________________________________________________
 AE8062* NAD 83(1986)-  43 32 39.     (N)    092 19 45.     (W)     SCALED    
 AE8062* NAVD 88     -       407.019  (meters)    1335.36   (feet)  ADJUSTED  
 AE8062  ___________________________________________________________________
 AE8062  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AE8062  DYNAMIC HT  -         406.915 (meters)    1335.02  (feet)  COMP
 AE8062  MODELED GRAV-     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
 AE8062.and adjusted by the National Geodetic Survey in November 1998..
 AE8062
 AE8062.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8063 ***********************************************************************
 AE8063  DESIGNATION -  2320 D
 AE8063  PID         -  AE8063
 AE8063  STATE/COUNTY-  MN/FILLMORE
 AE8063  USGS QUAD   -  CHERRY GROVE (1965)
 AE8063
 AE8063                         *CURRENT SURVEY CONTROL
 AE8063  ___________________________________________________________________
 AE8063* NAD 83(1986)-  43 32 37.     (N)    092 18 34.     (W)     SCALED    
 AE8063* NAVD 88     -       402.929  (meters)    1321.94   (feet)  ADJUSTED  
 AE8063  ___________________________________________________________________
 AE8063  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 AE8063  DYNAMIC HT  -         402.827 (meters)    1321.61  (feet)  COMP
 AE8063  MODELED GRAV-     980,352.9   (mgal)                       NAVD 88
 AE8063
 AE8063  VERT ORDER  -  SECOND    CLASS I
 AE8063
 AE8063.The horizontal coordinates were scaled from a topographic map and have
 AE8063.an estimated accuracy of +/- 6 seconds.
 AE8063
 AE8063.The orthometric height was determined by differential leveling
 AE8063.and adjusted by the National Geodetic Survey in November 1998..
 AE8063
 AE8063.The geoid height was determined by GEOID03.
 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     -   161,820.      936,630.      MT  (+/- 180 meters Scaled)
 AE8063
 AE8063                          SUPERSEDED SURVEY CONTROL
 AE8063
 AE8063.No superseded survey control is available for this station.
 AE8063
 AE8063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ557214(NAD 83)
 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 = OCTOBER  6, 2006
 AE8064 ***********************************************************************
 AE8064  DESIGNATION -  2320 D 1
 AE8064  PID         -  AE8064
 AE8064  STATE/COUNTY-  MN/FILLMORE
 AE8064  USGS QUAD   -  CHERRY GROVE (1965)
 AE8064
 AE8064                         *CURRENT SURVEY CONTROL
 AE8064  ___________________________________________________________________
 AE8064* NAD 83(1986)-  43 32 26.     (N)    092 18 33.     (W)     SCALED    
 AE8064* NAVD 88     -       401.591  (meters)    1317.55   (feet)  ADJUSTED  
 AE8064  ___________________________________________________________________
 AE8064  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 AE8064  DYNAMIC HT  -         401.489 (meters)    1317.22  (feet)  COMP
 AE8064  MODELED GRAV-     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
 AE8064.and adjusted by the National Geodetic Survey in November 1998..
 AE8064
 AE8064.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1282 ***********************************************************************
 OO1282  DESIGNATION -  2320 F
 OO1282  PID         -  OO1282
 OO1282  STATE/COUNTY-  MN/FILLMORE
 OO1282  USGS QUAD   -  CHERRY GROVE (1965)
 OO1282
 OO1282                         *CURRENT SURVEY CONTROL
 OO1282  ___________________________________________________________________
 OO1282* NAD 83(1996)-  43 32 36.23925(N)    092 16 10.32723(W)     ADJUSTED  
 OO1282* NAVD 88     -       408.665  (meters)    1340.76   (feet)  ADJUSTED  
 OO1282  ___________________________________________________________________
 OO1282  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 OO1282  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 OO1282  DYNAMIC HT  -         408.562 (meters)    1340.42  (feet)  COMP
 OO1282  MODELED GRAV-     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.No horizontal observational check was made to the station.
 OO1282
 OO1282.The orthometric height was determined by differential leveling
 OO1282.and adjusted by the National Geodetic Survey in November 1998..
 OO1282
 OO1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1282
 OO1282.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1282;SPC MN S     -   161,860.288   939,851.978   MT  1.00006061   +1 12 46.6
 OO1282;SPC IA N     - 1,227,711.899 1,599,447.271   MT  1.00006232   +0 50 02.2
 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 MN S     -   0.99994066  x   1.00006061  =   1.00000127
 OO1282!SPC IA N     -   0.99994066  x   1.00006232  =   1.00000298
 OO1282!UTM  15      -   0.99994066  x   0.99964283  =   0.99958351
 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)  408.6    (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: 15TWJ5901221420(NAD 83)
 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 = OCTOBER  6, 2006
 AE8066 ***********************************************************************
 AE8066  DESIGNATION -  2320 G
 AE8066  PID         -  AE8066
 AE8066  STATE/COUNTY-  MN/FILLMORE
 AE8066  USGS QUAD   -  GREENLEAFTON (1965)
 AE8066
 AE8066                         *CURRENT SURVEY CONTROL
 AE8066  ___________________________________________________________________
 AE8066* NAD 83(1986)-  43 32 40.     (N)    092 14 57.     (W)     SCALED    
 AE8066* NAVD 88     -       406.995  (meters)    1335.28   (feet)  ADJUSTED  
 AE8066  ___________________________________________________________________
 AE8066  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 AE8066  DYNAMIC HT  -         406.893 (meters)    1334.95  (feet)  COMP
 AE8066  MODELED GRAV-     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
 AE8066.and adjusted by the National Geodetic Survey in November 1998..
 AE8066
 AE8066.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8067 ***********************************************************************
 AE8067  DESIGNATION -  2320 H
 AE8067  PID         -  AE8067
 AE8067  STATE/COUNTY-  MN/FILLMORE
 AE8067  USGS QUAD   -  GREENLEAFTON (1965)
 AE8067
 AE8067                         *CURRENT SURVEY CONTROL
 AE8067  ___________________________________________________________________
 AE8067* NAD 83(1986)-  43 32 37.     (N)    092 13 47.     (W)     SCALED    
 AE8067* NAVD 88     -       405.033  (meters)    1328.85   (feet)  ADJUSTED  
 AE8067  ___________________________________________________________________
 AE8067  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 AE8067  DYNAMIC HT  -         404.931 (meters)    1328.51  (feet)  COMP
 AE8067  MODELED GRAV-     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
 AE8067.and adjusted by the National Geodetic Survey in November 1998..
 AE8067
 AE8067.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8068 ***********************************************************************
 AE8068  DESIGNATION -  2320 J
 AE8068  PID         -  AE8068
 AE8068  STATE/COUNTY-  MN/FILLMORE
 AE8068  USGS QUAD   -  GREENLEAFTON (1965)
 AE8068
 AE8068                         *CURRENT SURVEY CONTROL
 AE8068  ___________________________________________________________________
 AE8068* NAD 83(1986)-  43 32 39.     (N)    092 12 36.     (W)     SCALED    
 AE8068* NAVD 88     -       402.920  (meters)    1321.91   (feet)  ADJUSTED  
 AE8068  ___________________________________________________________________
 AE8068  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AE8068  DYNAMIC HT  -         402.819 (meters)    1321.58  (feet)  COMP
 AE8068  MODELED GRAV-     980,356.3   (mgal)                       NAVD 88
 AE8068
 AE8068  VERT ORDER  -  SECOND    CLASS I
 AE8068
 AE8068.The horizontal coordinates were scaled from a topographic map and have
 AE8068.an estimated accuracy of +/- 6 seconds.
 AE8068
 AE8068.The orthometric height was determined by differential leveling
 AE8068.and adjusted by the National Geodetic Survey in November 1998..
 AE8068
 AE8068.The geoid height was determined by GEOID03.
 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     -   162,050.      944,660.      MT  (+/- 180 meters Scaled)
 AE8068
 AE8068                          SUPERSEDED SURVEY CONTROL
 AE8068
 AE8068.No superseded survey control is available for this station.
 AE8068
 AE8068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ638215(NAD 83)
 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 = OCTOBER  6, 2006
 AE8069 ***********************************************************************
 AE8069  DESIGNATION -  2320 K
 AE8069  PID         -  AE8069
 AE8069  STATE/COUNTY-  MN/FILLMORE
 AE8069  USGS QUAD   -  GREENLEAFTON (1965)
 AE8069
 AE8069                         *CURRENT SURVEY CONTROL
 AE8069  ___________________________________________________________________
 AE8069* NAD 83(1986)-  43 32 37.     (N)    092 11 57.     (W)     SCALED    
 AE8069* NAVD 88     -       400.325  (meters)    1313.40   (feet)  ADJUSTED  
 AE8069  ___________________________________________________________________
 AE8069  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AE8069  DYNAMIC HT  -         400.225 (meters)    1313.07  (feet)  COMP
 AE8069  MODELED GRAV-     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
 AE8069.and adjusted by the National Geodetic Survey in November 1998..
 AE8069
 AE8069.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AC4914 ***********************************************************************
 AC4914  CBN         -  This is a Cooperative Base Network Control Station.
 AC4914  DESIGNATION -  2320 L
 AC4914  PID         -  AC4914
 AC4914  STATE/COUNTY-  MN/FILLMORE
 AC4914  USGS QUAD   -  GREENLEAFTON (1965)
 AC4914
 AC4914                         *CURRENT SURVEY CONTROL
 AC4914  ___________________________________________________________________
 AC4914* NAD 83(1996)-  43 32 40.95452(N)    092 11 21.31127(W)     ADJUSTED  
 AC4914* NAVD 88     -       408.904  (meters)    1341.55   (feet)  ADJUSTED  
 AC4914  ___________________________________________________________________
 AC4914  X           -    -176,896.252 (meters)                     COMP
 AC4914  Y           -  -4,627,366.084 (meters)                     COMP
 AC4914  Z           -   4,371,824.483 (meters)                     COMP
 AC4914  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AC4914  ELLIP HEIGHT-         378.64  (meters)          (01/15/97) GPS OBS
 AC4914  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AC4914  DYNAMIC HT  -         408.802 (meters)    1341.21  (feet)  COMP
 AC4914  MODELED GRAV-     980,356.9   (mgal)                       NAVD 88
 AC4914
 AC4914  HORZ ORDER  -  B
 AC4914  VERT ORDER  -  SECOND    CLASS I
 AC4914  ELLP ORDER  -  FOURTH    CLASS I
 AC4914
 AC4914.The horizontal coordinates were established by GPS observations
 AC4914.and adjusted by the National Geodetic Survey in January 1997..
 AC4914
 AC4914.The orthometric height was determined by differential leveling
 AC4914.and adjusted by the National Geodetic Survey in November 1998..
 AC4914
 AC4914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4914
 AC4914.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4914
 AC4914.The ellipsoidal height was determined by GPS observations
 AC4914.and is referenced to NAD 83.
 AC4914
 AC4914.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AC4914;SPC MN S     -   162,146.323   946,335.932   MT  1.00006023   +1 16 09.1
 AC4914;UTM  15      - 4,821,626.010   565,496.016   MT  0.99965276   +0 33 30.8
 AC4914
 AC4914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4914!SPC MN S     -   0.99994063  x   1.00006023  =   1.00000085
 AC4914!UTM  15      -   0.99994063  x   0.99965276  =   0.99959341
 AC4914
 AC4914                          SUPERSEDED SURVEY CONTROL
 AC4914
 AC4914  NAVD 88 (08/23/05)  408.90   (m)         1341.5    (f) LEVELING    3  
 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: 15TWJ6549621626(NAD 83)
 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 - August 23, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8070 ***********************************************************************
 AE8070  DESIGNATION -  2320 M
 AE8070  PID         -  AE8070
 AE8070  STATE/COUNTY-  MN/FILLMORE
 AE8070  USGS QUAD   -  GREENLEAFTON (1965)
 AE8070
 AE8070                         *CURRENT SURVEY CONTROL
 AE8070  ___________________________________________________________________
 AE8070* NAD 83(1986)-  43 32 41.     (N)    092 10 10.     (W)     SCALED    
 AE8070* NAVD 88     -       406.331  (meters)    1333.10   (feet)  ADJUSTED  
 AE8070  ___________________________________________________________________
 AE8070  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AE8070  DYNAMIC HT  -         406.229 (meters)    1332.77  (feet)  COMP
 AE8070  MODELED GRAV-     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
 AE8070.and adjusted by the National Geodetic Survey in November 1998..
 AE8070
 AE8070.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8071 ***********************************************************************
 AE8071  DESIGNATION -  2320 N
 AE8071  PID         -  AE8071
 AE8071  STATE/COUNTY-  MN/FILLMORE
 AE8071  USGS QUAD   -  GREENLEAFTON (1965)
 AE8071
 AE8071                         *CURRENT SURVEY CONTROL
 AE8071  ___________________________________________________________________
 AE8071* NAD 83(1986)-  43 32 40.     (N)    092 09 00.     (W)     SCALED    
 AE8071* NAVD 88     -       397.813  (meters)    1305.16   (feet)  ADJUSTED  
 AE8071  ___________________________________________________________________
 AE8071  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AE8071  DYNAMIC HT  -         397.714 (meters)    1304.83  (feet)  COMP
 AE8071  MODELED GRAV-     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
 AE8071.and adjusted by the National Geodetic Survey in November 1998..
 AE8071
 AE8071.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8072 ***********************************************************************
 AE8072  DESIGNATION -  2320 P
 AE8072  PID         -  AE8072
 AE8072  STATE/COUNTY-  MN/FILLMORE
 AE8072  USGS QUAD   -  GREENLEAFTON (1965)
 AE8072
 AE8072                         *CURRENT SURVEY CONTROL
 AE8072  ___________________________________________________________________
 AE8072* NAD 83(1986)-  43 32 40.     (N)    092 07 48.     (W)     SCALED    
 AE8072* NAVD 88     -       409.062  (meters)    1342.06   (feet)  ADJUSTED  
 AE8072  ___________________________________________________________________
 AE8072  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 AE8072  DYNAMIC HT  -         408.961 (meters)    1341.73  (feet)  COMP
 AE8072  MODELED GRAV-     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
 AE8072.and adjusted by the National Geodetic Survey in November 1998..
 AE8072
 AE8072.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8073 ***********************************************************************
 AE8073  DESIGNATION -  2320 Q
 AE8073  PID         -  AE8073
 AE8073  STATE/COUNTY-  MN/FILLMORE
 AE8073  USGS QUAD   -  HARMONY (1965)
 AE8073
 AE8073                         *CURRENT SURVEY CONTROL
 AE8073  ___________________________________________________________________
 AE8073* NAD 83(1986)-  43 32 36.     (N)    092 06 53.     (W)     SCALED    
 AE8073* NAVD 88     -       407.474  (meters)    1336.85   (feet)  ADJUSTED  
 AE8073  ___________________________________________________________________
 AE8073  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 AE8073  DYNAMIC HT  -         407.374 (meters)    1336.53  (feet)  COMP
 AE8073  MODELED GRAV-     980,362.6   (mgal)                       NAVD 88
 AE8073
 AE8073  VERT ORDER  -  SECOND    CLASS I
 AE8073
 AE8073.The horizontal coordinates were scaled from a topographic map and have
 AE8073.an estimated accuracy of +/- 6 seconds.
 AE8073
 AE8073.The orthometric height was determined by differential leveling
 AE8073.and adjusted by the National Geodetic Survey in November 1998..
 AE8073
 AE8073.The geoid height was determined by GEOID03.
 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     -   162,130.      952,360.      MT  (+/- 180 meters Scaled)
 AE8073
 AE8073                          SUPERSEDED SURVEY CONTROL
 AE8073
 AE8073.No superseded survey control is available for this station.
 AE8073
 AE8073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ715215(NAD 83)
 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 = OCTOBER  6, 2006
 AE8074 ***********************************************************************
 AE8074  DESIGNATION -  2320 R
 AE8074  PID         -  AE8074
 AE8074  STATE/COUNTY-  MN/FILLMORE
 AE8074  USGS QUAD   -  HARMONY (1965)
 AE8074
 AE8074                         *CURRENT SURVEY CONTROL
 AE8074  ___________________________________________________________________
 AE8074* NAD 83(1986)-  43 32 37.     (N)    092 05 58.     (W)     SCALED    
 AE8074* NAVD 88     -       407.261  (meters)    1336.16   (feet)  ADJUSTED  
 AE8074  ___________________________________________________________________
 AE8074  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AE8074  DYNAMIC HT  -         407.162 (meters)    1335.83  (feet)  COMP
 AE8074  MODELED GRAV-     980,364.0   (mgal)                       NAVD 88
 AE8074
 AE8074  VERT ORDER  -  SECOND    CLASS I
 AE8074
 AE8074.The horizontal coordinates were scaled from a topographic map and have
 AE8074.an estimated accuracy of +/- 6 seconds.
 AE8074
 AE8074.The orthometric height was determined by differential leveling
 AE8074.and adjusted by the National Geodetic Survey in November 1998..
 AE8074
 AE8074.The geoid height was determined by GEOID03.
 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     -   162,190.      953,600.      MT  (+/- 180 meters Scaled)
 AE8074
 AE8074                          SUPERSEDED SURVEY CONTROL
 AE8074
 AE8074.No superseded survey control is available for this station.
 AE8074
 AE8074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ727215(NAD 83)
 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 = OCTOBER  6, 2006
 OO1283 ***********************************************************************
 OO1283  DESIGNATION -  2320 S
 OO1283  PID         -  OO1283
 OO1283  STATE/COUNTY-  MN/FILLMORE
 OO1283  USGS QUAD   -  HARMONY (1965)
 OO1283
 OO1283                         *CURRENT SURVEY CONTROL
 OO1283  ___________________________________________________________________
 OO1283* NAD 83(1996)-  43 32 42.65182(N)    092 05 22.63872(W)     ADJUSTED  
 OO1283* NAVD 88     -       408.603  (meters)    1340.56   (feet)  ADJUSTED  
 OO1283  ___________________________________________________________________
 OO1283  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 OO1283  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 OO1283  DYNAMIC HT  -         408.504 (meters)    1340.23  (feet)  COMP
 OO1283  MODELED GRAV-     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
 OO1283.and adjusted by the National Geodetic Survey in November 1998..
 OO1283
 OO1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1283
 OO1283.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1283;SPC MN S     -   162,381.960   954,385.004   MT  1.00006010   +1 20 20.5
 OO1283;SPC IA N     - 1,228,136.902 1,613,983.477   MT  1.00006280   +0 57 21.2
 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 MN S     -   0.99994067  x   1.00006010  =   1.00000077
 OO1283!SPC IA N     -   0.99994067  x   1.00006280  =   1.00000347
 OO1283!UTM  15      -   0.99994067  x   0.99966653  =   0.99960722
 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: 15TWJ7354421762(NAD 83)
 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 = OCTOBER  6, 2006
 AE8075 ***********************************************************************
 AE8075  DESIGNATION -  2320 T
 AE8075  PID         -  AE8075
 AE8075  STATE/COUNTY-  MN/FILLMORE
 AE8075  USGS QUAD   -  HARMONY (1965)
 AE8075
 AE8075                         *CURRENT SURVEY CONTROL
 AE8075  ___________________________________________________________________
 AE8075* NAD 83(1986)-  43 32 38.     (N)    092 04 05.     (W)     SCALED    
 AE8075* NAVD 88     -       409.945  (meters)    1344.96   (feet)  ADJUSTED  
 AE8075  ___________________________________________________________________
 AE8075  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 AE8075  DYNAMIC HT  -         409.846 (meters)    1344.64  (feet)  COMP
 AE8075  MODELED GRAV-     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
 AE8075.and adjusted by the National Geodetic Survey in November 1998..
 AE8075
 AE8075.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8076 ***********************************************************************
 AE8076  DESIGNATION -  2320 U
 AE8076  PID         -  AE8076
 AE8076  STATE/COUNTY-  MN/FILLMORE
 AE8076  USGS QUAD   -  HARMONY (1965)
 AE8076
 AE8076                         *CURRENT SURVEY CONTROL
 AE8076  ___________________________________________________________________
 AE8076* NAD 83(1986)-  43 32 40.     (N)    092 03 37.     (W)     SCALED    
 AE8076* NAVD 88     -       411.755  (meters)    1350.90   (feet)  ADJUSTED  
 AE8076  ___________________________________________________________________
 AE8076  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 AE8076  DYNAMIC HT  -         411.656 (meters)    1350.57  (feet)  COMP
 AE8076  MODELED GRAV-     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
 AE8076.and adjusted by the National Geodetic Survey in November 1998..
 AE8076
 AE8076.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8077 ***********************************************************************
 AE8077  DESIGNATION -  2320 V
 AE8077  PID         -  AE8077
 AE8077  STATE/COUNTY-  MN/FILLMORE
 AE8077  USGS QUAD   -  HARMONY (1965)
 AE8077
 AE8077                         *CURRENT SURVEY CONTROL
 AE8077  ___________________________________________________________________
 AE8077* NAD 83(1986)-  43 32 41.     (N)    092 02 22.     (W)     SCALED    
 AE8077* NAVD 88     -       407.244  (meters)    1336.10   (feet)  ADJUSTED  
 AE8077  ___________________________________________________________________
 AE8077  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 AE8077  DYNAMIC HT  -         407.147 (meters)    1335.78  (feet)  COMP
 AE8077  MODELED GRAV-     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
 AE8077.and adjusted by the National Geodetic Survey in November 1998..
 AE8077
 AE8077.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8078 ***********************************************************************
 AE8078  DESIGNATION -  2320 W
 AE8078  PID         -  AE8078
 AE8078  STATE/COUNTY-  MN/FILLMORE
 AE8078  USGS QUAD   -  HARMONY (1965)
 AE8078
 AE8078                         *CURRENT SURVEY CONTROL
 AE8078  ___________________________________________________________________
 AE8078* NAD 83(1986)-  43 32 40.     (N)    092 01 34.     (W)     SCALED    
 AE8078* NAVD 88     -       409.387  (meters)    1343.13   (feet)  ADJUSTED  
 AE8078  ___________________________________________________________________
 AE8078  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 AE8078  DYNAMIC HT  -         409.289 (meters)    1342.81  (feet)  COMP
 AE8078  MODELED GRAV-     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
 AE8078.and adjusted by the National Geodetic Survey in November 1998..
 AE8078
 AE8078.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF6762 ***********************************************************************
 DF6762  DESIGNATION -  233 16
 DF6762  PID         -  DF6762
 DF6762  STATE/COUNTY-  MN/HUBBARD
 DF6762  USGS QUAD   -  EAST CROOKED LAKE (1972)
 DF6762
 DF6762                         *CURRENT SURVEY CONTROL
 DF6762  ___________________________________________________________________
 DF6762* NAD 83(1996)-  47 07 14.96647(N)    094 51 52.54315(W)     ADJUSTED  
 DF6762* NAVD 88     -       526.1    (meters)    1726.     (feet)  GPS OBS   
 DF6762  ___________________________________________________________________
 DF6762  X           -    -368,732.198 (meters)                     COMP
 DF6762  Y           -  -4,332,530.944 (meters)                     COMP
 DF6762  Z           -   4,651,280.588 (meters)                     COMP
 DF6762  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 DF6762  ELLIP HEIGHT-         498.63  (meters)          (08/04/03) GPS OBS
 DF6762  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DF6762
 DF6762  HORZ ORDER  -  FIRST
 DF6762  ELLP ORDER  -  THIRD     CLASS II
 DF6762
 DF6762.The horizontal coordinates were established by GPS observations
 DF6762.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6762
 DF6762.The ellipsoidal height was determined by GPS observations
 DF6762.and is referenced to NAD 83.
 DF6762
 DF6762.The geoid height was determined by GEOID03.
 DF6762
 DF6762;                    North         East     Units Scale Factor Converg.
 DF6762;SPC MN C     -   335,913.487   753,361.529   MT  1.00001625   -0 26 40.5
 DF6762;UTM  15      - 5,220,277.709   358,564.764   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.No superseded survey control is available for this station.
 DF6762
 DF6762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5856520278(NAD 83)
 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 = OCTOBER  6, 2006
 DF6763 ***********************************************************************
 DF6763  DESIGNATION -  233 35
 DF6763  PID         -  DF6763
 DF6763  STATE/COUNTY-  MN/HUBBARD
 DF6763  USGS QUAD   -  EAST CROOKED LAKE (1972)
 DF6763
 DF6763                         *CURRENT SURVEY CONTROL
 DF6763  ___________________________________________________________________
 DF6763* NAD 83(1996)-  47 04 02.71293(N)    094 49 10.94938(W)     ADJUSTED  
 DF6763* NAVD 88     -       475.9    (meters)    1561.     (feet)  GPS OBS   
 DF6763  ___________________________________________________________________
 DF6763  X           -    -365,700.394 (meters)                     COMP
 DF6763  Y           -  -4,337,118.101 (meters)                     COMP
 DF6763  Z           -   4,647,201.605 (meters)                     COMP
 DF6763  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 DF6763  ELLIP HEIGHT-         448.43  (meters)          (08/04/03) GPS OBS
 DF6763  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DF6763
 DF6763  HORZ ORDER  -  FIRST
 DF6763  ELLP ORDER  -  THIRD     CLASS II
 DF6763
 DF6763.The horizontal coordinates were established by GPS observations
 DF6763.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6763
 DF6763.The ellipsoidal height was determined by GPS observations
 DF6763.and is referenced to NAD 83.
 DF6763
 DF6763.The geoid height was determined by GEOID03.
 DF6763
 DF6763;                    North         East     Units Scale Factor Converg.
 DF6763;SPC MN C     -   329,951.076   756,725.019   MT  1.00000385   -0 24 43.6
 DF6763;UTM  15      - 5,214,263.015   361,831.406   MT  0.99983463   -1 19 57.1
 DF6763
 DF6763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6763!SPC MN C     -   0.99992971  x   1.00000385  =   0.99993356
 DF6763!UTM  15      -   0.99992971  x   0.99983463  =   0.99976436
 DF6763
 DF6763                          SUPERSEDED SURVEY CONTROL
 DF6763
 DF6763.No superseded survey control is available for this station.
 DF6763
 DF6763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6183114263(NAD 83)
 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 = OCTOBER  6, 2006
 DF6764 ***********************************************************************
 DF6764  DESIGNATION -  234 16
 DF6764  PID         -  DF6764
 DF6764  STATE/COUNTY-  MN/HUBBARD
 DF6764  USGS QUAD   -  MANTRAP LAKE (1972)
 DF6764
 DF6764                         *CURRENT SURVEY CONTROL
 DF6764  ___________________________________________________________________
 DF6764* NAD 83(1996)-  47 07 08.09248(N)    094 58 59.43000(W)     ADJUSTED  
 DF6764* NAVD 88     -       479.3    (meters)    1573.     (feet)  GPS OBS   
 DF6764  ___________________________________________________________________
 DF6764  X           -    -377,708.788 (meters)                     COMP
 DF6764  Y           -  -4,331,881.875 (meters)                     COMP
 DF6764  Z           -   4,651,101.930 (meters)                     COMP
 DF6764  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 DF6764  ELLIP HEIGHT-         451.96  (meters)          (08/04/03) GPS OBS
 DF6764  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DF6764
 DF6764  HORZ ORDER  -  FIRST
 DF6764  ELLP ORDER  -  THIRD     CLASS II
 DF6764
 DF6764.The horizontal coordinates were established by GPS observations
 DF6764.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6764
 DF6764.The ellipsoidal height was determined by GPS observations
 DF6764.and is referenced to NAD 83.
 DF6764
 DF6764.The geoid height was determined by GEOID03.
 DF6764
 DF6764;                    North         East     Units Scale Factor Converg.
 DF6764;SPC MN C     -   335,777.774   744,361.400   MT  1.00001580   -0 31 49.3
 DF6764;UTM  15      - 5,220,286.922   349,565.004   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.No superseded survey control is available for this station.
 DF6764
 DF6764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4956520287(NAD 83)
 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 = OCTOBER  6, 2006
 DF6765 ***********************************************************************
 DF6765  DESIGNATION -  234 33
 DF6765  PID         -  DF6765
 DF6765  STATE/COUNTY-  MN/HUBBARD
 DF6765  USGS QUAD   -  MANTRAP LAKE (1972)
 DF6765
 DF6765                         *CURRENT SURVEY CONTROL
 DF6765  ___________________________________________________________________
 DF6765* NAD 83(1996)-  47 04 44.45544(N)    094 58 54.49755(W)     ADJUSTED  
 DF6765* NAVD 88     -       465.9    (meters)    1529.     (feet)  GPS OBS   
 DF6765  ___________________________________________________________________
 DF6765  X           -    -377,886.592 (meters)                     COMP
 DF6765  Y           -  -4,335,119.058 (meters)                     COMP
 DF6765  Z           -   4,648,072.369 (meters)                     COMP
 DF6765  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 DF6765  ELLIP HEIGHT-         438.56  (meters)          (08/04/03) GPS OBS
 DF6765  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DF6765
 DF6765  HORZ ORDER  -  FIRST
 DF6765  ELLP ORDER  -  THIRD     CLASS II
 DF6765
 DF6765.The horizontal coordinates were established by GPS observations
 DF6765.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6765
 DF6765.The ellipsoidal height was determined by GPS observations
 DF6765.and is referenced to NAD 83.
 DF6765
 DF6765.The geoid height was determined by GEOID03.
 DF6765
 DF6765;                    North         East     Units Scale Factor Converg.
 DF6765;SPC MN C     -   331,341.250   744,424.389   MT  1.00000647   -0 31 45.8
 DF6765;UTM  15      - 5,215,850.549   349,556.548   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.No superseded survey control is available for this station.
 DF6765
 DF6765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4955715851(NAD 83)
 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 = OCTOBER  6, 2006
 DF6766 ***********************************************************************
 DF6766  DESIGNATION -  235 2
 DF6766  PID         -  DF6766
 DF6766  STATE/COUNTY-  MN/HUBBARD
 DF6766  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 DF6766
 DF6766                         *CURRENT SURVEY CONTROL
 DF6766  ___________________________________________________________________
 DF6766* NAD 83(1996)-  47 08 50.32476(N)    095 04 30.47491(W)     ADJUSTED  
 DF6766* NAVD 88     -       479.8    (meters)    1574.     (feet)  GPS OBS   
 DF6766  ___________________________________________________________________
 DF6766  X           -    -384,456.082 (meters)                     COMP
 DF6766  Y           -  -4,328,965.463 (meters)                     COMP
 DF6766  Z           -   4,653,250.280 (meters)                     COMP
 DF6766  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 DF6766  ELLIP HEIGHT-         452.56  (meters)          (08/04/03) GPS OBS
 DF6766  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DF6766
 DF6766  HORZ ORDER  -  FIRST
 DF6766  ELLP ORDER  -  THIRD     CLASS II
 DF6766
 DF6766.The horizontal coordinates were established by GPS observations
 DF6766.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6766
 DF6766.The ellipsoidal height was determined by GPS observations
 DF6766.and is referenced to NAD 83.
 DF6766
 DF6766.The geoid height was determined by GEOID03.
 DF6766
 DF6766;                    North         East     Units Scale Factor Converg.
 DF6766;SPC MN C     -   339,003.398   737,416.174   MT  1.00002273   -0 35 48.8
 DF6766;UTM  15      - 5,223,623.686   342,673.577   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  =   0.99983327
 DF6766
 DF6766                          SUPERSEDED SURVEY CONTROL
 DF6766
 DF6766.No superseded survey control is available for this station.
 DF6766
 DF6766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4267423624(NAD 83)
 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 = OCTOBER  6, 2006
 DF6767 ***********************************************************************
 DF6767  DESIGNATION -  235 28
 DF6767  PID         -  DF6767
 DF6767  STATE/COUNTY-  MN/HUBBARD
 DF6767  USGS QUAD   -  SKUNK LAKE (1972)
 DF6767
 DF6767                         *CURRENT SURVEY CONTROL
 DF6767  ___________________________________________________________________
 DF6767* NAD 83(1996)-  47 05 21.72454(N)    095 06 35.50893(W)     ADJUSTED  
 DF6767* NAVD 88     -       455.2    (meters)    1493.     (feet)  GPS OBS   
 DF6767  ___________________________________________________________________
 DF6767  X           -    -387,499.118 (meters)                     COMP
 DF6767  Y           -  -4,333,416.922 (meters)                     COMP
 DF6767  Z           -   4,648,848.410 (meters)                     COMP
 DF6767  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DF6767  ELLIP HEIGHT-         428.05  (meters)          (08/04/03) GPS OBS
 DF6767  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DF6767
 DF6767  HORZ ORDER  -  FIRST
 DF6767  ELLP ORDER  -  THIRD     CLASS II
 DF6767
 DF6767.The horizontal coordinates were established by GPS observations
 DF6767.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6767
 DF6767.The ellipsoidal height was determined by GPS observations
 DF6767.and is referenced to NAD 83.
 DF6767
 DF6767.The geoid height was determined by GEOID03.
 DF6767
 DF6767;                    North         East     Units Scale Factor Converg.
 DF6767;SPC MN C     -   332,589.824   734,712.047   MT  1.00000884   -0 37 19.3
 DF6767;UTM  15      - 5,217,255.237   339,866.654   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  =   0.99984807
 DF6767
 DF6767                          SUPERSEDED SURVEY CONTROL
 DF6767
 DF6767.No superseded survey control is available for this station.
 DF6767
 DF6767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3986717255(NAD 83)
 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 = OCTOBER  6, 2006
 OO0773 ***********************************************************************
 OO0773  DESIGNATION -  24 KED
 OO0773  PID         -  OO0773
 OO0773  STATE/COUNTY-  MN/STEELE
 OO0773  USGS QUAD   -  HOPE (1967)
 OO0773
 OO0773                         *CURRENT SURVEY CONTROL
 OO0773  ___________________________________________________________________
 OO0773* NAD 83(1986)-  43 52 40.     (N)    093 22 01.     (W)     SCALED    
 OO0773* NAVD 88     -       385.617  (meters)    1265.15   (feet)  ADJUSTED  
 OO0773  ___________________________________________________________________
 OO0773  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 OO0773  DYNAMIC HT  -         385.537 (meters)    1264.88  (feet)  COMP
 OO0773  MODELED GRAV-     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
 OO0773.and adjusted by the National Geodetic Survey in June 1991..
 OO0773
 OO0773.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO0782 ***********************************************************************
 QO0782  DESIGNATION -  24 RDS
 QO0782  PID         -  QO0782
 QO0782  STATE/COUNTY-  MN/ANOKA
 QO0782  USGS QUAD   -  CENTERVILLE (1993)
 QO0782
 QO0782                         *CURRENT SURVEY CONTROL
 QO0782  ___________________________________________________________________
 QO0782* NAD 83(1986)-  45 10 58.     (N)    093 07 20.     (W)     SCALED    
 QO0782* NAVD 88     -       274.803  (meters)     901.58   (feet)  ADJUSTED  
 QO0782  ___________________________________________________________________
 QO0782  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 QO0782  DYNAMIC HT  -         274.800 (meters)     901.57  (feet)  COMP
 QO0782  MODELED GRAV-     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
 QO0782.and adjusted by the National Geodetic Survey in June 1991..
 QO0782
 QO0782.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO0782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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   NGS
 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 NATIONAL 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 = OCTOBER  6, 2006
 PR0726 ***********************************************************************
 PR0726  DESIGNATION -  24 SEM
 PR0726  PID         -  PR0726
 PR0726  STATE/COUNTY-  MN/YELLOW MEDICINE
 PR0726  USGS QUAD   -  PORTER (1967)
 PR0726
 PR0726                         *CURRENT SURVEY CONTROL
 PR0726  ___________________________________________________________________
 PR0726* NAD 83(1996)-  44 38 42.52427(N)    096 08 01.13336(W)     ADJUSTED  
 PR0726* NAVD 88     -       363.20   (+/-2cm)    1191.6    (feet)  VERTCON   
 PR0726  ___________________________________________________________________
 PR0726  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 PR0726  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 PR0726
 PR0726  HORZ ORDER  -  THIRD
 PR0726  VERT ORDER  -  THIRD ? (See Below)
 PR0726
 PR0726.The horizontal coordinates were established by classical geodetic methods
 PR0726.and adjusted by the National Geodetic Survey in March 1999..
 PR0726
 PR0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0726.The vertical order pertains to the NGVD 29 superseded value.
 PR0726
 PR0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 PR0726
 PR0726.The geoid height was determined by GEOID03.
 PR0726
 PR0726;                    North         East     Units Scale Factor Converg.
 PR0726;SPC MN S     -   285,003.607   630,765.313   MT  0.99992517   -1 29 43.9
 PR0726;UTM  14      - 4,947,528.911   727,303.764   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  =   1.00018255
 PR0726
 PR0726                          SUPERSEDED SURVEY CONTROL
 PR0726
 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_MARKER: DB = BENCH MARK DISK
 PR0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0726_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PR0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0726+STABILITY: SURFACE MOTION
 PR0726
 PR0726  HISTORY     - Date     Condition        Report By
 PR0726  HISTORY     - 1965     MONUMENTED       USGS
 PR0726
 PR0726                          STATION DESCRIPTION
 PR0726
 PR0726'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (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---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7372 ***********************************************************************
 DF7372  DESIGNATION -  24 SEM
 DF7372  PID         -  DF7372
 DF7372  STATE/COUNTY-  MN/AITKIN
 DF7372  USGS QUAD   -  THOR (1980)
 DF7372
 DF7372                         *CURRENT SURVEY CONTROL
 DF7372  ___________________________________________________________________
 DF7372* NAD 83(1996)-  46 22 38.91650(N)    093 23 22.48877(W)     ADJUSTED  
 DF7372* NAVD 88     -       397.5    (meters)    1304.     (feet)  GPS OBS   
 DF7372  ___________________________________________________________________
 DF7372  X           -    -260,639.832 (meters)                     COMP
 DF7372  Y           -  -4,400,585.230 (meters)                     COMP
 DF7372  Z           -   4,594,562.441 (meters)                     COMP
 DF7372  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 DF7372  ELLIP HEIGHT-         369.88  (meters)          (08/26/03) GPS OBS
 DF7372  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DF7372
 DF7372  HORZ ORDER  -  FIRST
 DF7372  ELLP ORDER  -  THIRD     CLASS I
 DF7372
 DF7372.The horizontal coordinates were established by GPS observations
 DF7372.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF7372
 DF7372.The ellipsoidal height was determined by GPS observations
 DF7372.and is referenced to NAD 83.
 DF7372
 DF7372.The geoid height was determined by GEOID03.
 DF7372
 DF7372;                    North         East     Units Scale Factor Converg.
 DF7372;SPC MN C     -   253,460.867   866,189.818   MT  0.99992230   +0 37 20.7
 DF7372;UTM  15      - 5,136,062.880   470,039.706   MT  0.99961103   -0 16 55.3
 DF7372
 DF7372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7372!SPC MN C     -   0.99994202  x   0.99992230  =   0.99986432
 DF7372!UTM  15      -   0.99994202  x   0.99961103  =   0.99955307
 DF7372
 DF7372                          SUPERSEDED SURVEY CONTROL
 DF7372
 DF7372.No superseded survey control is available for this station.
 DF7372
 DF7372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7004036063(NAD 83)
 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 = OCTOBER  6, 2006
 QO0524 ***********************************************************************
 QO0524  DESIGNATION -  24 WHV
 QO0524  PID         -  QO0524
 QO0524  STATE/COUNTY-  MN/HENNEPIN
 QO0524  USGS QUAD   -  OSSEO (1993)
 QO0524
 QO0524                         *CURRENT SURVEY CONTROL
 QO0524  ___________________________________________________________________
 QO0524* NAD 83(1986)-  45 05 35.     (N)    093 22 36.     (W)     SCALED    
 QO0524* NAVD 88     -       265.935  (meters)     872.49   (feet)  ADJUSTED  
 QO0524  ___________________________________________________________________
 QO0524  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 QO0524  DYNAMIC HT  -         265.928 (meters)     872.47  (feet)  COMP
 QO0524  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 QO0524
 QO0524  VERT ORDER  -  SECOND    CLASS 0
 QO0524
 QO0524.The horizontal coordinates were scaled from a topographic map and have
 QO0524.an estimated accuracy of +/- 6 seconds.
 QO0524
 QO0524.The orthometric height was determined by differential leveling
 QO0524.and adjusted by the National Geodetic Survey in June 1991..
 QO0524
 QO0524.The geoid height was determined by GEOID03.
 QO0524
 QO0524.The dynamic height is computed by dividing the NAVD 88
 QO0524.geopotential number by the normal gravity value computed on the
 QO0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0524.degrees latitude (g = 980.6199 gals.).
 QO0524
 QO0524.The modeled gravity was interpolated from observed gravity values.
 QO0524
 QO0524;                    North         East    Units  Estimated Accuracy
 QO0524;SPC MN S     -   332,760.      849,070.      MT  (+/- 180 meters Scaled)
 QO0524
 QO0524                          SUPERSEDED SURVEY CONTROL
 QO0524
 QO0524  NGVD 29 (??/??/92)  265.861  (m)          872.25   (f) ADJ UNCH    2 0
 QO0524
 QO0524.Superseded values are not recommended for survey control.
 QO0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0524.See file dsdata.txt to determine how the superseded data were derived.
 QO0524
 QO0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK703933(NAD 83)
 QO0524_MARKER: DB = BENCH MARK DISK
 QO0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0524_SP_SET: CONCRETE MONUMENT
 QO0524_STAMPING: 24 WHV 1950
 QO0524_MARK LOGO: USGS  
 QO0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0524+STABILITY: SURFACE MOTION
 QO0524
 QO0524  HISTORY     - Date     Condition        Report By
 QO0524  HISTORY     - 1950     MONUMENTED       USGS
 QO0524  HISTORY     - 1967     GOOD             MNDT
 QO0524  HISTORY     - 1980     GOOD             MNDT
 QO0524  HISTORY     - 19800207 GOOD             MNDT
 QO0524  HISTORY     - 19940817 MARK NOT FOUND   USPSQD
 QO0524
 QO0524                          STATION DESCRIPTION
 QO0524
 QO0524'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0524'IN BROOKLYN PARK.
 QO0524'MARK IS LOCATED IN THE NW1/4, SECTION 29, T119N, R21W.  ABOUT 0.2
 QO0524'MILES SOUTHEAST OF OSSEO IN BROOKLYN PARK.  MARK IS A STANDARD
 QO0524'U.S.G.S. DISK, STAMPED 24 WHV 1950, SET IN A CONCRETE TABLET.  MARK IS
 QO0524'31 FEET WEST OF THE CENTERLINE OF COUNTY ROAD NO. 103, 42 FEET SOUTH
 QO0524'OF THE CENTERLINE OF MOVIE DRIVE INN. EXIT, 1.0 FOOT EAST OF A STEEL
 QO0524'WITNESS POST, ABOUT 500 FEET SOUTH OF THE CENTERLINE OF T.H. 152 AND
 QO0524'COUNTY ROAD 103.
 QO0524
 QO0524                          STATION RECOVERY (1980)
 QO0524
 QO0524'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0524'THE MARK IS 0.35 MILES EAST MEASURED ALONG T.H. 152 FROM THE SOUTH
 QO0524'JUNCTION OF T.H. 152 IN BROOKLYN PARK, THEN 0.1 MILES SOUTH ALONG
 QO0524'HENNEPIN COUNTY ROAD 130. IT IS 42 FEET SOUTH OF THE CENTERLINE OF
 QO0524'"STARLIGHT DRIVE-IN MOVIE" EXIT, 31 FEET WEST OF THE CENTERLINE OF
 QO0524'COUNTY ROAD 130. IT IS A STANDARD DISK IN THE TOP OF A REINFORCED
 QO0524'CONCRETE POST SET 3 INCHES BELOW GROUND LEVEL, 1.0 FOOT EAST OF A
 QO0524'STEEL WITNESS PSOT.
 QO0524
 QO0524                          STATION RECOVERY (1980)
 QO0524
 QO0524'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0524'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN PARK, IN THE NW 1/4 OF
 QO0524'SECTION 29, T119N, R21W, 0.35 MI (0.56 KM) EAST ALONG TRUNK HIGHWAY
 QO0524'152 FROM ITS SOUTH JUNCTION WITH TRUNK HIGHWAY 52 IN BROOKLYN PARK TO
 QO0524'COUNTY ROAD 130, THENCE SOUTH ON COUNTY ROAD 130 FOR 0.1 MI (0.2 KM)
 QO0524'TO THE MARK ON THE RIGHT.  THE MARK, A STANDARD USGS BENCH MARK DISK
 QO0524'STAMPED---24 WHV 1950---, IS SET IN THE TOP OF A CONCRETE MONUMENT
 QO0524'THAT IS BURIED 3 INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK IS
 QO0524'42 FT (12.8 M) SOUTH OF THE CENTERLINE OF THE STARLIGHT DRIVE-IN
 QO0524'THEATRE EXIT, 31 FT (9.4 M) WEST OF THE CENTERLINE OF COUNTY ROAD
 QO0524'130, AND 1.0 FT (0.3 M) EAST OF A STEEL WITNESS POST.  STEEL ROD IN
 QO0524'THE CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
 QO0524
 QO0524                          STATION RECOVERY (1994)
 QO0524
 QO0524'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP1075 ***********************************************************************
 RP1075  DESIGNATION -  24 WHV
 RP1075  PID         -  RP1075
 RP1075  STATE/COUNTY-  MN/CLAY
 RP1075  USGS QUAD   -  BAKER (1979)
 RP1075
 RP1075                         *CURRENT SURVEY CONTROL
 RP1075  ___________________________________________________________________
 RP1075* NAD 83(1996)-  46 44 51.44286(N)    096 30 17.70594(W)     ADJUSTED  
 RP1075* NAVD 88     -       289.16   (+/-2cm)     948.7    (feet)  VERTCON   
 RP1075  ___________________________________________________________________
 RP1075  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 RP1075  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 RP1075
 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.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.The vertical order pertains to the NGVD 29 superseded value.
 RP1075
 RP1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP1075
 RP1075.The geoid height was determined by GEOID03.
 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;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  =   0.99990679
 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: 14TPS9057880142(NAD 83)
 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 = OCTOBER  6, 2006
 OO0525 ***********************************************************************
 OO0525  DESIGNATION -  2401 B
 OO0525  PID         -  OO0525
 OO0525  STATE/COUNTY-  MN/FREEBORN
 OO0525  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO0525
 OO0525                         *CURRENT SURVEY CONTROL
 OO0525  ___________________________________________________________________
 OO0525* NAD 83(1986)-  43 40 17.     (N)    093 23 57.     (W)     SCALED    
 OO0525* NAVD 88     -       371.870  (meters)    1220.04   (feet)  ADJUSTED  
 OO0525  ___________________________________________________________________
 OO0525  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 OO0525  DYNAMIC HT  -         371.778 (meters)    1219.74  (feet)  COMP
 OO0525  MODELED GRAV-     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
 OO0525.and adjusted by the National Geodetic Survey in June 1991..
 OO0525
 OO0525.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 OO0525_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 OO0523 ***********************************************************************
 OO0523  DESIGNATION -  2401 C
 OO0523  PID         -  OO0523
 OO0523  STATE/COUNTY-  MN/FREEBORN
 OO0523  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO0523
 OO0523                         *CURRENT SURVEY CONTROL
 OO0523  ___________________________________________________________________
 OO0523* NAD 83(1986)-  43 42 29.     (N)    093 26 24.     (W)     SCALED    
 OO0523* NAVD 88     -       386.794  (meters)    1269.01   (feet)  ADJUSTED  
 OO0523  ___________________________________________________________________
 OO0523  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 OO0523  DYNAMIC HT  -         386.698 (meters)    1268.69  (feet)  COMP
 OO0523  MODELED GRAV-     980,359.1   (mgal)                       NAVD 88
 OO0523
 OO0523  VERT ORDER  -  SECOND    CLASS 0
 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
 OO0523.and adjusted by the National Geodetic Survey in June 1991..
 OO0523
 OO0523.The geoid height was determined by GEOID03.
 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     -   178,830.      845,140.      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: 15TVJ645395(NAD 83)
 OO0523_MARKER: DB = BENCH MARK DISK
 OO0523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO0523_SP_SET: HEADWALL OF BOX CULVERT
 OO0523_STAMPING: 2401 C 1967
 OO0523_MARK LOGO: MNDT  
 OO0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0523+STABILITY: SURFACE MOTION
 OO0523
 OO0523  HISTORY     - Date     Condition        Report By
 OO0523  HISTORY     - 1967     MONUMENTED       MNDT
 OO0523  HISTORY     - 1980     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1410 ***********************************************************************
 OO1410  DESIGNATION -  2401 D
 OO1410  PID         -  OO1410
 OO1410  STATE/COUNTY-  MN/FREEBORN
 OO1410  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1410
 OO1410                         *CURRENT SURVEY CONTROL
 OO1410  ___________________________________________________________________
 OO1410* NAD 83(1986)-  43 39 14.     (N)    093 23 24.     (W)     SCALED    
 OO1410* NAVD 88     -       371.731  (meters)    1219.59   (feet)  ADJUSTED  
 OO1410  ___________________________________________________________________
 OO1410  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 OO1410  DYNAMIC HT  -         371.638 (meters)    1219.28  (feet)  COMP
 OO1410  MODELED GRAV-     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
 OO1410.and adjusted by the National Geodetic Survey in June 1991..
 OO1410
 OO1410.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 OO1410_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 OO1411 ***********************************************************************
 OO1411  DESIGNATION -  2401 E
 OO1411  PID         -  OO1411
 OO1411  STATE/COUNTY-  MN/FREEBORN
 OO1411  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1411
 OO1411                         *CURRENT SURVEY CONTROL
 OO1411  ___________________________________________________________________
 OO1411* NAD 83(1986)-  43 39 35.     (N)    093 23 44.     (W)     SCALED    
 OO1411* NAVD 88     -       373.859  (meters)    1226.57   (feet)  ADJUSTED  
 OO1411  ___________________________________________________________________
 OO1411  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 OO1411  DYNAMIC HT  -         373.766 (meters)    1226.26  (feet)  COMP
 OO1411  MODELED GRAV-     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
 OO1411.and adjusted by the National Geodetic Survey in June 1991..
 OO1411
 OO1411.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1412 ***********************************************************************
 OO1412  DESIGNATION -  2401 F
 OO1412  PID         -  OO1412
 OO1412  STATE/COUNTY-  MN/FREEBORN
 OO1412  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1412
 OO1412                         *CURRENT SURVEY CONTROL
 OO1412  ___________________________________________________________________
 OO1412* NAD 83(1986)-  43 40 11.     (N)    093 24 11.     (W)     SCALED    
 OO1412* NAVD 88     -       373.556  (meters)    1225.58   (feet)  ADJUSTED  
 OO1412  ___________________________________________________________________
 OO1412  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 OO1412  DYNAMIC HT  -         373.462 (meters)    1225.27  (feet)  COMP
 OO1412  MODELED GRAV-     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
 OO1412.and adjusted by the National Geodetic Survey in June 1991..
 OO1412
 OO1412.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1413 ***********************************************************************
 OO1413  DESIGNATION -  2401 G
 OO1413  PID         -  OO1413
 OO1413  STATE/COUNTY-  MN/FREEBORN
 OO1413  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1413
 OO1413                         *CURRENT SURVEY CONTROL
 OO1413  ___________________________________________________________________
 OO1413* NAD 83(1986)-  43 40 32.     (N)    093 24 19.     (W)     SCALED    
 OO1413* NAVD 88     -       376.524  (meters)    1235.31   (feet)  ADJUSTED  
 OO1413  ___________________________________________________________________
 OO1413  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 OO1413  DYNAMIC HT  -         376.430 (meters)    1235.00  (feet)  COMP
 OO1413  MODELED GRAV-     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
 OO1413.and adjusted by the National Geodetic Survey in June 1991..
 OO1413
 OO1413.The geoid height was determined by GEOID03.
 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_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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1413+STABILITY: SURFACE MOTION
 OO1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1413+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1413
 OO1413  HISTORY     - Date     Condition        Report By
 OO1413  HISTORY     - 1980     MONUMENTED       MNDT
 OO1413  HISTORY     - 19900907 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1414 ***********************************************************************
 OO1414  DESIGNATION -  2401 H
 OO1414  PID         -  OO1414
 OO1414  STATE/COUNTY-  MN/FREEBORN
 OO1414  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1414
 OO1414                         *CURRENT SURVEY CONTROL
 OO1414  ___________________________________________________________________
 OO1414* NAD 83(1986)-  43 40 35.     (N)    093 24 25.     (W)     SCALED    
 OO1414* NAVD 88     -       375.279  (meters)    1231.23   (feet)  ADJUSTED  
 OO1414  ___________________________________________________________________
 OO1414  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 OO1414  DYNAMIC HT  -         375.185 (meters)    1230.92  (feet)  COMP
 OO1414  MODELED GRAV-     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
 OO1414.and adjusted by the National Geodetic Survey in June 1991..
 OO1414
 OO1414.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 OO1414_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1414_SP_SET: HEADWALL OF A BOX CULVERT
 OO1414_STAMPING: 2401 H 1980
 OO1414_MARK LOGO: MNDT  
 OO1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1414+STABILITY: SURFACE MOTION
 OO1414
 OO1414  HISTORY     - Date     Condition        Report By
 OO1414  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1415 ***********************************************************************
 OO1415  DESIGNATION -  2401 J
 OO1415  PID         -  OO1415
 OO1415  STATE/COUNTY-  MN/FREEBORN
 OO1415  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1415
 OO1415                         *CURRENT SURVEY CONTROL
 OO1415  ___________________________________________________________________
 OO1415* NAD 83(1986)-  43 40 49.     (N)    093 24 38.     (W)     SCALED    
 OO1415* NAVD 88     -       377.367  (meters)    1238.08   (feet)  ADJUSTED  
 OO1415  ___________________________________________________________________
 OO1415  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 OO1415  DYNAMIC HT  -         377.273 (meters)    1237.77  (feet)  COMP
 OO1415  MODELED GRAV-     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
 OO1415.and adjusted by the National Geodetic Survey in June 1991..
 OO1415
 OO1415.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1415
 OO1415  HISTORY     - Date     Condition        Report By
 OO1415  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1479 ***********************************************************************
 OO1479  DESIGNATION -  2402 B
 OO1479  PID         -  OO1479
 OO1479  STATE/COUNTY-  MN/FREEBORN
 OO1479  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1479
 OO1479                         *CURRENT SURVEY CONTROL
 OO1479  ___________________________________________________________________
 OO1479* NAD 83(1986)-  43 38 51.     (N)    093 24 03.     (W)     SCALED    
 OO1479* NAVD 88     -       384.167  (meters)    1260.39   (feet)  ADJUSTED  
 OO1479  ___________________________________________________________________
 OO1479  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 OO1479  DYNAMIC HT  -         384.070 (meters)    1260.07  (feet)  COMP
 OO1479  MODELED GRAV-     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
 OO1479.and adjusted by the National Geodetic Survey in June 1991..
 OO1479
 OO1479.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 OO1479_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 OO1478 ***********************************************************************
 OO1478  DESIGNATION -  2402 C
 OO1478  PID         -  OO1478
 OO1478  STATE/COUNTY-  MN/FREEBORN
 OO1478  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1478
 OO1478                         *CURRENT SURVEY CONTROL
 OO1478  ___________________________________________________________________
 OO1478* NAD 83(1986)-  43 38 52.     (N)    093 24 41.     (W)     SCALED    
 OO1478* NAVD 88     -       375.163  (meters)    1230.85   (feet)  ADJUSTED  
 OO1478  ___________________________________________________________________
 OO1478  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 OO1478  DYNAMIC HT  -         375.067 (meters)    1230.53  (feet)  COMP
 OO1478  MODELED GRAV-     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
 OO1478.and adjusted by the National Geodetic Survey in June 1991..
 OO1478
 OO1478.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 OO1478_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 OO1477 ***********************************************************************
 OO1477  DESIGNATION -  2402 D
 OO1477  PID         -  OO1477
 OO1477  STATE/COUNTY-  MN/FREEBORN
 OO1477  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1477
 OO1477                         *CURRENT SURVEY CONTROL
 OO1477  ___________________________________________________________________
 OO1477* NAD 83(1986)-  43 38 52.     (N)    093 25 02.     (W)     SCALED    
 OO1477* NAVD 88     -       380.745  (meters)    1249.16   (feet)  ADJUSTED  
 OO1477  ___________________________________________________________________
 OO1477  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 OO1477  DYNAMIC HT  -         380.648 (meters)    1248.84  (feet)  COMP
 OO1477  MODELED GRAV-     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
 OO1477.and adjusted by the National Geodetic Survey in June 1991..
 OO1477
 OO1477.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 OO1477_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 OO1476 ***********************************************************************
 OO1476  DESIGNATION -  2402 E
 OO1476  PID         -  OO1476
 OO1476  STATE/COUNTY-  MN/FREEBORN
 OO1476  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1476
 OO1476                         *CURRENT SURVEY CONTROL
 OO1476  ___________________________________________________________________
 OO1476* NAD 83(1986)-  43 39 09.     (N)    093 25 51.     (W)     SCALED    
 OO1476* NAVD 88     -       388.962  (meters)    1276.12   (feet)  ADJUSTED  
 OO1476  ___________________________________________________________________
 OO1476  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 OO1476  DYNAMIC HT  -         388.862 (meters)    1275.79  (feet)  COMP
 OO1476  MODELED GRAV-     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
 OO1476.and adjusted by the National Geodetic Survey in June 1991..
 OO1476
 OO1476.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1475 ***********************************************************************
 OO1475  DESIGNATION -  2402 F
 OO1475  PID         -  OO1475
 OO1475  STATE/COUNTY-  MN/FREEBORN
 OO1475  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1475
 OO1475                         *CURRENT SURVEY CONTROL
 OO1475  ___________________________________________________________________
 OO1475* NAD 83(1986)-  43 39 27.     (N)    093 26 30.     (W)     SCALED    
 OO1475* NAVD 88     -       394.124  (meters)    1293.06   (feet)  ADJUSTED  
 OO1475  ___________________________________________________________________
 OO1475  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 OO1475  DYNAMIC HT  -         394.023 (meters)    1292.72  (feet)  COMP
 OO1475  MODELED GRAV-     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
 OO1475.and adjusted by the National Geodetic Survey in June 1991..
 OO1475
 OO1475.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0516 ***********************************************************************
 OO0516  DESIGNATION -  2405 B
 OO0516  PID         -  OO0516
 OO0516  STATE/COUNTY-  MN/FREEBORN
 OO0516  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0516
 OO0516                         *CURRENT SURVEY CONTROL
 OO0516  ___________________________________________________________________
 OO0516* NAD 83(1986)-  43 40 58.     (N)    093 19 42.     (W)     SCALED    
 OO0516* NAVD 88     -       394.651  (meters)    1294.78   (feet)  ADJUSTED  
 OO0516  ___________________________________________________________________
 OO0516  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 OO0516  DYNAMIC HT  -         394.558 (meters)    1294.48  (feet)  COMP
 OO0516  MODELED GRAV-     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
 OO0516.and adjusted by the National Geodetic Survey in June 1991..
 OO0516
 OO0516.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY 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: MNDT  
 OO0516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO0516+STABILITY: POSITION/ELEVATION WELL
 OO0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0516+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO0516
 OO0516  HISTORY     - Date     Condition        Report By
 OO0516  HISTORY     - 1969     MONUMENTED       MNDT
 OO0516  HISTORY     - 1973     GOOD             MNDT
 OO0516  HISTORY     - 1980     GOOD             MNDT
 OO0516  HISTORY     - 19900907 GOOD             NGS
 OO0516
 OO0516                          STATION DESCRIPTION
 OO0516
 OO0516'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1483 ***********************************************************************
 OO1483  DESIGNATION -  2405 C
 OO1483  PID         -  OO1483
 OO1483  STATE/COUNTY-  MN/FREEBORN
 OO1483  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1483
 OO1483                         *CURRENT SURVEY CONTROL
 OO1483  ___________________________________________________________________
 OO1483* NAD 83(1986)-  43 39 16.     (N)    093 20 36.     (W)     SCALED    
 OO1483* NAVD 88     -       378.151  (meters)    1240.65   (feet)  ADJUSTED  
 OO1483  ___________________________________________________________________
 OO1483  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 OO1483  DYNAMIC HT  -         378.059 (meters)    1240.35  (feet)  COMP
 OO1483  MODELED GRAV-     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
 OO1483.and adjusted by the National Geodetic Survey in June 1991..
 OO1483
 OO1483.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1482 ***********************************************************************
 OO1482  DESIGNATION -  2405 D
 OO1482  PID         -  OO1482
 OO1482  STATE/COUNTY-  MN/FREEBORN
 OO1482  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1482
 OO1482                         *CURRENT SURVEY CONTROL
 OO1482  ___________________________________________________________________
 OO1482* NAD 83(1986)-  43 39 09.     (N)    093 21 20.     (W)     SCALED    
 OO1482* NAVD 88     -       381.973  (meters)    1253.19   (feet)  ADJUSTED  
 OO1482  ___________________________________________________________________
 OO1482  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 OO1482  DYNAMIC HT  -         381.880 (meters)    1252.88  (feet)  COMP
 OO1482  MODELED GRAV-     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
 OO1482.and adjusted by the National Geodetic Survey in June 1991..
 OO1482
 OO1482.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1480 ***********************************************************************
 OO1480  DESIGNATION -  2405 E
 OO1480  PID         -  OO1480
 OO1480  STATE/COUNTY-  MN/FREEBORN
 OO1480  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1480
 OO1480                         *CURRENT SURVEY CONTROL
 OO1480  ___________________________________________________________________
 OO1480* NAD 83(1986)-  43 39 07.     (N)    093 21 35.     (W)     SCALED    
 OO1480* NAVD 88     -       372.250  (meters)    1221.29   (feet)  ADJUSTED  
 OO1480  ___________________________________________________________________
 OO1480  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 OO1480  DYNAMIC HT  -         372.159 (meters)    1220.99  (feet)  COMP
 OO1480  MODELED GRAV-     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
 OO1480.and adjusted by the National Geodetic Survey in June 1991..
 OO1480
 OO1480.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1481 ***********************************************************************
 OO1481  DESIGNATION -  2405 F
 OO1481  PID         -  OO1481
 OO1481  STATE/COUNTY-  MN/FREEBORN
 OO1481  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1481
 OO1481                         *CURRENT SURVEY CONTROL
 OO1481  ___________________________________________________________________
 OO1481* NAD 83(1986)-  43 39 09.     (N)    093 21 38.     (W)     SCALED    
 OO1481* NAVD 88     -       372.449  (meters)    1221.94   (feet)  ADJUSTED  
 OO1481  ___________________________________________________________________
 OO1481  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 OO1481  DYNAMIC HT  -         372.358 (meters)    1221.64  (feet)  COMP
 OO1481  MODELED GRAV-     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
 OO1481.and adjusted by the National Geodetic Survey in June 1991..
 OO1481
 OO1481.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1448 ***********************************************************************
 OO1448  DESIGNATION -  2406 A
 OO1448  PID         -  OO1448
 OO1448  STATE/COUNTY-  MN/FREEBORN
 OO1448  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1448
 OO1448                         *CURRENT SURVEY CONTROL
 OO1448  ___________________________________________________________________
 OO1448* NAD 83(1986)-  43 38 40.     (N)    093 23 29.     (W)     SCALED    
 OO1448* NAVD 88     -       381.388  (meters)    1251.27   (feet)  ADJUSTED  
 OO1448  ___________________________________________________________________
 OO1448  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 OO1448  DYNAMIC HT  -         381.292 (meters)    1250.96  (feet)  COMP
 OO1448  MODELED GRAV-     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
 OO1448.and adjusted by the National Geodetic Survey in June 1991..
 OO1448
 OO1448.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1449 ***********************************************************************
 OO1449  DESIGNATION -  2406 B
 OO1449  PID         -  OO1449
 OO1449  STATE/COUNTY-  MN/FREEBORN
 OO1449  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1449
 OO1449                         *CURRENT SURVEY CONTROL
 OO1449  ___________________________________________________________________
 OO1449* NAD 83(1986)-  43 38 15.     (N)    093 23 34.     (W)     SCALED    
 OO1449* NAVD 88     -       381.233  (meters)    1250.76   (feet)  ADJUSTED  
 OO1449  ___________________________________________________________________
 OO1449  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 OO1449  DYNAMIC HT  -         381.137 (meters)    1250.45  (feet)  COMP
 OO1449  MODELED GRAV-     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
 OO1449.and adjusted by the National Geodetic Survey in June 1991..
 OO1449
 OO1449.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1450 ***********************************************************************
 OO1450  DESIGNATION -  2406 C
 OO1450  PID         -  OO1450
 OO1450  STATE/COUNTY-  MN/FREEBORN
 OO1450  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1450
 OO1450                         *CURRENT SURVEY CONTROL
 OO1450  ___________________________________________________________________
 OO1450* NAD 83(1986)-  43 37 34.     (N)    093 23 32.     (W)     SCALED    
 OO1450* NAVD 88     -       382.630  (meters)    1255.35   (feet)  ADJUSTED  
 OO1450  ___________________________________________________________________
 OO1450  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 OO1450  DYNAMIC HT  -         382.532 (meters)    1255.02  (feet)  COMP
 OO1450  MODELED GRAV-     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
 OO1450.and adjusted by the National Geodetic Survey in June 1991..
 OO1450
 OO1450.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1452 ***********************************************************************
 OO1452  DESIGNATION -  2406 E
 OO1452  PID         -  OO1452
 OO1452  STATE/COUNTY-  MN/FREEBORN
 OO1452  USGS QUAD   -  EMMONS (1982)
 OO1452
 OO1452                         *CURRENT SURVEY CONTROL
 OO1452  ___________________________________________________________________
 OO1452* NAD 83(1986)-  43 36 24.     (N)    093 24 05.     (W)     SCALED    
 OO1452* NAVD 88     -       392.237  (meters)    1286.86   (feet)  ADJUSTED  
 OO1452  ___________________________________________________________________
 OO1452  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 OO1452  DYNAMIC HT  -         392.136 (meters)    1286.53  (feet)  COMP
 OO1452  MODELED GRAV-     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
 OO1452.and adjusted by the National Geodetic Survey in November 1998..
 OO1452
 OO1452.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 OO1453 ***********************************************************************
 OO1453  DESIGNATION -  2406 F
 OO1453  PID         -  OO1453
 OO1453  STATE/COUNTY-  MN/FREEBORN
 OO1453  USGS QUAD   -  EMMONS (1982)
 OO1453
 OO1453                         *CURRENT SURVEY CONTROL
 OO1453  ___________________________________________________________________
 OO1453* NAD 83(1986)-  43 36 01.     (N)    093 24 07.     (W)     SCALED    
 OO1453* NAVD 88     -       389.015  (meters)    1276.29   (feet)  ADJUSTED  
 OO1453  ___________________________________________________________________
 OO1453  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 OO1453  DYNAMIC HT  -         388.914 (meters)    1275.96  (feet)  COMP
 OO1453  MODELED GRAV-     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
 OO1453.and adjusted by the National Geodetic Survey in June 1991..
 OO1453
 OO1453.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 OO1453_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 OO1454 ***********************************************************************
 OO1454  DESIGNATION -  2406 G
 OO1454  PID         -  OO1454
 OO1454  STATE/COUNTY-  MN/FREEBORN
 OO1454  USGS QUAD   -  EMMONS (1982)
 OO1454
 OO1454                         *CURRENT SURVEY CONTROL
 OO1454  ___________________________________________________________________
 OO1454* NAD 83(1986)-  43 35 12.     (N)    093 24 08.     (W)     SCALED    
 OO1454* NAVD 88     -       392.332  (meters)    1287.18   (feet)  ADJUSTED  
 OO1454  ___________________________________________________________________
 OO1454  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 OO1454  DYNAMIC HT  -         392.229 (meters)    1286.84  (feet)  COMP
 OO1454  MODELED GRAV-     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
 OO1454.and adjusted by the National Geodetic Survey in June 1991..
 OO1454
 OO1454.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1455 ***********************************************************************
 OO1455  DESIGNATION -  2406 H 1
 OO1455  PID         -  OO1455
 OO1455  STATE/COUNTY-  MN/FREEBORN
 OO1455  USGS QUAD   -  EMMONS (1982)
 OO1455
 OO1455                         *CURRENT SURVEY CONTROL
 OO1455  ___________________________________________________________________
 OO1455* NAD 83(1986)-  43 34 30.     (N)    093 23 53.     (W)     SCALED    
 OO1455* NAVD 88     -       392.613  (meters)    1288.10   (feet)  ADJUSTED  
 OO1455  ___________________________________________________________________
 OO1455  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 OO1455  DYNAMIC HT  -         392.510 (meters)    1287.76  (feet)  COMP
 OO1455  MODELED GRAV-     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
 OO1455.and adjusted by the National Geodetic Survey in June 1991..
 OO1455
 OO1455.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1456 ***********************************************************************
 OO1456  DESIGNATION -  2406 H 2
 OO1456  PID         -  OO1456
 OO1456  STATE/COUNTY-  MN/FREEBORN
 OO1456  USGS QUAD   -  EMMONS (1982)
 OO1456
 OO1456                         *CURRENT SURVEY CONTROL
 OO1456  ___________________________________________________________________
 OO1456* NAD 83(1986)-  43 34 32.     (N)    093 22 45.     (W)     SCALED    
 OO1456* NAVD 88     -       384.686  (meters)    1262.09   (feet)  ADJUSTED  
 OO1456  ___________________________________________________________________
 OO1456  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 OO1456  DYNAMIC HT  -         384.587 (meters)    1261.77  (feet)  COMP
 OO1456  MODELED GRAV-     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
 OO1456.and adjusted by the National Geodetic Survey in June 1991..
 OO1456
 OO1456.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AF9719 ***********************************************************************
 AF9719  DESIGNATION -  2406 J
 AF9719  PID         -  AF9719
 AF9719  STATE/COUNTY-  MN/FREEBORN
 AF9719  USGS QUAD   -  EMMONS (1982)
 AF9719
 AF9719                         *CURRENT SURVEY CONTROL
 AF9719  ___________________________________________________________________
 AF9719* NAD 83(1986)-  43 34 43.     (N)    093 24 13.     (W)     SCALED    
 AF9719* NAVD 88     -       385.185  (meters)    1263.73   (feet)  ADJUSTED  
 AF9719  ___________________________________________________________________
 AF9719  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 AF9719  DYNAMIC HT  -         385.084 (meters)    1263.40  (feet)  COMP
 AF9719  MODELED GRAV-     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
 AF9719.and adjusted by the National Geodetic Survey in November 1998..
 AF9719
 AF9719.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AF9720 ***********************************************************************
 AF9720  DESIGNATION -  2406 K
 AF9720  PID         -  AF9720
 AF9720  STATE/COUNTY-  MN/FREEBORN
 AF9720  USGS QUAD   -  EMMONS (1982)
 AF9720
 AF9720                         *CURRENT SURVEY CONTROL
 AF9720  ___________________________________________________________________
 AF9720* NAD 83(1986)-  43 34 06.     (N)    093 24 34.     (W)     SCALED    
 AF9720* NAVD 88     -       388.202  (meters)    1273.63   (feet)  ADJUSTED  
 AF9720  ___________________________________________________________________
 AF9720  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 AF9720  DYNAMIC HT  -         388.099 (meters)    1273.29  (feet)  COMP
 AF9720  MODELED GRAV-     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
 AF9720.and adjusted by the National Geodetic Survey in November 1998..
 AF9720
 AF9720.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AF9721 ***********************************************************************
 AF9721  DESIGNATION -  2406 L
 AF9721  PID         -  AF9721
 AF9721  STATE/COUNTY-  MN/FREEBORN
 AF9721  USGS QUAD   -  EMMONS (1982)
 AF9721
 AF9721                         *CURRENT SURVEY CONTROL
 AF9721  ___________________________________________________________________
 AF9721* NAD 83(1986)-  43 33 47.     (N)    093 25 13.     (W)     SCALED    
 AF9721* NAVD 88     -       389.077  (meters)    1276.50   (feet)  ADJUSTED  
 AF9721  ___________________________________________________________________
 AF9721  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 AF9721  DYNAMIC HT  -         388.973 (meters)    1276.16  (feet)  COMP
 AF9721  MODELED GRAV-     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
 AF9721.and adjusted by the National Geodetic Survey in November 1998..
 AF9721
 AF9721.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AF9722 ***********************************************************************
 AF9722  DESIGNATION -  2406 M
 AF9722  PID         -  AF9722
 AF9722  STATE/COUNTY-  MN/FREEBORN
 AF9722  USGS QUAD   -  EMMONS (1982)
 AF9722
 AF9722                         *CURRENT SURVEY CONTROL
 AF9722  ___________________________________________________________________
 AF9722* NAD 83(1986)-  43 33 39.     (N)    093 25 27.     (W)     SCALED    
 AF9722* NAVD 88     -       392.123  (meters)    1286.49   (feet)  ADJUSTED  
 AF9722  ___________________________________________________________________
 AF9722  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 AF9722  DYNAMIC HT  -         392.018 (meters)    1286.15  (feet)  COMP
 AF9722  MODELED GRAV-     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
 AF9722.and adjusted by the National Geodetic Survey in November 1998..
 AF9722
 AF9722.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AF9723 ***********************************************************************
 AF9723  DESIGNATION -  2406 N
 AF9723  PID         -  AF9723
 AF9723  STATE/COUNTY-  MN/FREEBORN
 AF9723  USGS QUAD   -  EMMONS (1982)
 AF9723
 AF9723                         *CURRENT SURVEY CONTROL
 AF9723  ___________________________________________________________________
 AF9723* NAD 83(1986)-  43 33 33.     (N)    093 26 19.     (W)     SCALED    
 AF9723* NAVD 88     -       387.300  (meters)    1270.67   (feet)  ADJUSTED  
 AF9723  ___________________________________________________________________
 AF9723  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 AF9723  DYNAMIC HT  -         387.196 (meters)    1270.33  (feet)  COMP
 AF9723  MODELED GRAV-     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
 AF9723.and adjusted by the National Geodetic Survey in November 1998..
 AF9723
 AF9723.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AF9724 ***********************************************************************
 AF9724  DESIGNATION -  2406 P
 AF9724  PID         -  AF9724
 AF9724  STATE/COUNTY-  MN/FREEBORN
 AF9724  USGS QUAD   -  EMMONS (1982)
 AF9724
 AF9724                         *CURRENT SURVEY CONTROL
 AF9724  ___________________________________________________________________
 AF9724* NAD 83(1986)-  43 33 20.     (N)    093 27 05.     (W)     SCALED    
 AF9724* NAVD 88     -       385.601  (meters)    1265.09   (feet)  ADJUSTED  
 AF9724  ___________________________________________________________________
 AF9724  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 AF9724  DYNAMIC HT  -         385.496 (meters)    1264.75  (feet)  COMP
 AF9724  MODELED GRAV-     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
 AF9724.and adjusted by the National Geodetic Survey in November 1998..
 AF9724
 AF9724.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AF9725 ***********************************************************************
 AF9725  DESIGNATION -  2406 Q
 AF9725  PID         -  AF9725
 AF9725  STATE/COUNTY-  MN/FREEBORN
 AF9725  USGS QUAD   -  EMMONS (1982)
 AF9725
 AF9725                         *CURRENT SURVEY CONTROL
 AF9725  ___________________________________________________________________
 AF9725* NAD 83(1986)-  43 32 49.     (N)    093 27 37.     (W)     SCALED    
 AF9725* NAVD 88     -       390.702  (meters)    1281.83   (feet)  ADJUSTED  
 AF9725  ___________________________________________________________________
 AF9725  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 AF9725  DYNAMIC HT  -         390.596 (meters)    1281.48  (feet)  COMP
 AF9725  MODELED GRAV-     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
 AF9725.and adjusted by the National Geodetic Survey in November 1998..
 AF9725
 AF9725.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AF9726 ***********************************************************************
 AF9726  DESIGNATION -  2406 R
 AF9726  PID         -  AF9726
 AF9726  STATE/COUNTY-  MN/FREEBORN
 AF9726  USGS QUAD   -  EMMONS (1982)
 AF9726
 AF9726                         *CURRENT SURVEY CONTROL
 AF9726  ___________________________________________________________________
 AF9726* NAD 83(1986)-  43 32 10.     (N)    093 27 44.     (W)     SCALED    
 AF9726* NAVD 88     -       390.446  (meters)    1280.99   (feet)  ADJUSTED  
 AF9726  ___________________________________________________________________
 AF9726  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 AF9726  DYNAMIC HT  -         390.340 (meters)    1280.64  (feet)  COMP
 AF9726  MODELED GRAV-     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
 AF9726.and adjusted by the National Geodetic Survey in November 1998..
 AF9726
 AF9726.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AF9727 ***********************************************************************
 AF9727  DESIGNATION -  2406 S
 AF9727  PID         -  AF9727
 AF9727  STATE/COUNTY-  MN/FREEBORN
 AF9727  USGS QUAD   -  EMMONS (1982)
 AF9727
 AF9727                         *CURRENT SURVEY CONTROL
 AF9727  ___________________________________________________________________
 AF9727* NAD 83(1986)-  43 31 05.     (N)    093 28 43.     (W)     SCALED    
 AF9727* NAVD 88     -       388.908  (meters)    1275.94   (feet)  ADJUSTED  
 AF9727  ___________________________________________________________________
 AF9727  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AF9727  DYNAMIC HT  -         388.801 (meters)    1275.59  (feet)  COMP
 AF9727  MODELED GRAV-     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
 AF9727.and adjusted by the National Geodetic Survey in November 1998..
 AF9727
 AF9727.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9728 ***********************************************************************
 AF9728  DESIGNATION -  2406 T
 AF9728  PID         -  AF9728
 AF9728  STATE/COUNTY-  MN/FREEBORN
 AF9728  USGS QUAD   -  EMMONS (1982)
 AF9728
 AF9728                         *CURRENT SURVEY CONTROL
 AF9728  ___________________________________________________________________
 AF9728* NAD 83(1986)-  43 30 34.     (N)    093 29 06.     (W)     SCALED    
 AF9728* NAVD 88     -       395.740  (meters)    1298.36   (feet)  ADJUSTED  
 AF9728  ___________________________________________________________________
 AF9728  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AF9728  DYNAMIC HT  -         395.631 (meters)    1298.00  (feet)  COMP
 AF9728  MODELED GRAV-     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
 AF9728.and adjusted by the National Geodetic Survey in November 1998..
 AF9728
 AF9728.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AF9729 ***********************************************************************
 AF9729  DESIGNATION -  2406 U
 AF9729  PID         -  AF9729
 AF9729  STATE/COUNTY-  MN/FREEBORN
 AF9729  USGS QUAD   -  EMMONS (1982)
 AF9729
 AF9729                         *CURRENT SURVEY CONTROL
 AF9729  ___________________________________________________________________
 AF9729* NAD 83(1986)-  43 30 07.     (N)    093 29 22.     (W)     SCALED    
 AF9729* NAVD 88     -       392.244  (meters)    1286.89   (feet)  ADJUSTED  
 AF9729  ___________________________________________________________________
 AF9729  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 AF9729  DYNAMIC HT  -         392.135 (meters)    1286.53  (feet)  COMP
 AF9729  MODELED GRAV-     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
 AF9729.and adjusted by the National Geodetic Survey in November 1998..
 AF9729
 AF9729.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AF9731 ***********************************************************************
 AF9731  DESIGNATION -  2406 V
 AF9731  PID         -  AF9731
 AF9731  STATE/COUNTY-  MN/FREEBORN
 AF9731  USGS QUAD   -  BRISTOL (1972)
 AF9731
 AF9731                         *CURRENT SURVEY CONTROL
 AF9731  ___________________________________________________________________
 AF9731* NAD 83(1986)-  43 29 58.     (N)    093 28 23.     (W)     SCALED    
 AF9731* NAVD 88     -       388.659  (meters)    1275.13   (feet)  ADJUSTED  
 AF9731  ___________________________________________________________________
 AF9731  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AF9731  DYNAMIC HT  -         388.551 (meters)    1274.77  (feet)  COMP
 AF9731  MODELED GRAV-     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
 AF9731.and adjusted by the National Geodetic Survey in November 1998..
 AF9731
 AF9731.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AF9734 ***********************************************************************
 AF9734  DESIGNATION -  2406 W
 AF9734  PID         -  AF9734
 AF9734  STATE/COUNTY-  MN/FREEBORN
 AF9734  USGS QUAD   -  BRISTOL (1972)
 AF9734
 AF9734                         *CURRENT SURVEY CONTROL
 AF9734  ___________________________________________________________________
 AF9734* NAD 83(1986)-  43 29 58.     (N)    093 25 45.     (W)     SCALED    
 AF9734* NAVD 88     -       393.690  (meters)    1291.63   (feet)  ADJUSTED  
 AF9734  ___________________________________________________________________
 AF9734  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 AF9734  DYNAMIC HT  -         393.582 (meters)    1291.28  (feet)  COMP
 AF9734  MODELED GRAV-     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
 AF9734.and adjusted by the National Geodetic Survey in November 1998..
 AF9734
 AF9734.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AF9735 ***********************************************************************
 AF9735  DESIGNATION -  2406 X
 AF9735  PID         -  AF9735
 AF9735  STATE/COUNTY-  MN/FREEBORN
 AF9735  USGS QUAD   -  BRISTOL (1972)
 AF9735
 AF9735                         *CURRENT SURVEY CONTROL
 AF9735  ___________________________________________________________________
 AF9735* NAD 83(1986)-  43 29 59.     (N)    093 24 33.     (W)     SCALED    
 AF9735* NAVD 88     -       390.364  (meters)    1280.72   (feet)  ADJUSTED  
 AF9735  ___________________________________________________________________
 AF9735  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 AF9735  DYNAMIC HT  -         390.257 (meters)    1280.37  (feet)  COMP
 AF9735  MODELED GRAV-     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
 AF9735.and adjusted by the National Geodetic Survey in November 1998..
 AF9735
 AF9735.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AF9736 ***********************************************************************
 AF9736  DESIGNATION -  2406 Y
 AF9736  PID         -  AF9736
 AF9736  STATE/COUNTY-  MN/FREEBORN
 AF9736  USGS QUAD   -  BRISTOL (1972)
 AF9736
 AF9736                         *CURRENT SURVEY CONTROL
 AF9736  ___________________________________________________________________
 AF9736* NAD 83(1986)-  43 29 59.     (N)    093 23 21.     (W)     SCALED    
 AF9736* NAVD 88     -       387.233  (meters)    1270.45   (feet)  ADJUSTED  
 AF9736  ___________________________________________________________________
 AF9736  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 AF9736  DYNAMIC HT  -         387.128 (meters)    1270.10  (feet)  COMP
 AF9736  MODELED GRAV-     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
 AF9736.and adjusted by the National Geodetic Survey in November 1998..
 AF9736
 AF9736.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0718 ***********************************************************************
 OO0718  DESIGNATION -  2407 A
 OO0718  PID         -  OO0718
 OO0718  STATE/COUNTY-  MN/FREEBORN
 OO0718  USGS QUAD   -  WELLS (1982)
 OO0718
 OO0718                         *CURRENT SURVEY CONTROL
 OO0718  ___________________________________________________________________
 OO0718* NAD 83(1996)-  43 42 03.85259(N)    093 38 46.27762(W)     ADJUSTED  
 OO0718* NAVD 88     -       363.654  (meters)    1193.09   (feet)  ADJUSTED  
 OO0718  ___________________________________________________________________
 OO0718  X           -    -293,728.212 (meters)                     COMP
 OO0718  Y           -  -4,609,378.661 (meters)                     COMP
 OO0718  Z           -   4,384,370.460 (meters)                     COMP
 OO0718  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 OO0718  ELLIP HEIGHT-         334.35  (meters)          (03/16/99) GPS OBS
 OO0718  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 OO0718  DYNAMIC HT  -         363.563 (meters)    1192.79  (feet)  COMP
 OO0718  MODELED GRAV-     980,360.5   (mgal)                       NAVD 88
 OO0718
 OO0718  HORZ ORDER  -  FIRST
 OO0718  VERT ORDER  -  SECOND    CLASS I
 OO0718  ELLP ORDER  -  FOURTH    CLASS I
 OO0718
 OO0718.The horizontal coordinates were established by GPS observations
 OO0718.and adjusted by the National Geodetic Survey in March 1999..
 OO0718
 OO0718.The orthometric height was determined by differential leveling
 OO0718.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO0718
 OO0718.The ellipsoidal height was determined by GPS observations
 OO0718.and is referenced to NAD 83.
 OO0718
 OO0718.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO0718;SPC MN S     -   177,960.280   828,520.434   MT  1.00001884   +0 14 52.8
 OO0718;UTM  15      - 4,838,875.092   447,932.977   MT  0.99963334   -0 26 47.3
 OO0718
 OO0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0718!SPC MN S     -   0.99994757  x   1.00001884  =   0.99996641
 OO0718!UTM  15      -   0.99994757  x   0.99963334  =   0.99958093
 OO0718
 OO0718                          SUPERSEDED SURVEY CONTROL
 OO0718
 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: 15TVJ4793338875(NAD 83)
 OO0718_MARKER: DB = BENCH MARK DISK
 OO0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0718_SP_SET: CONCRETE POST
 OO0718_STAMPING: 2407 A 1947 1192.92
 OO0718_MARK LOGO: MNDT  
 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 - April 13, 1994
 OO0718
 OO0718  HISTORY     - Date     Condition        Report By
 OO0718  HISTORY     - 1947     MONUMENTED       MNDT
 OO0718  HISTORY     - 1967     GOOD             MNDT
 OO0718  HISTORY     - 1980     GOOD             MNDT
 OO0718  HISTORY     - 19940413 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1385 ***********************************************************************
 OO1385  DESIGNATION -  2407 C
 OO1385  PID         -  OO1385
 OO1385  STATE/COUNTY-  MN/FREEBORN
 OO1385  USGS QUAD   -  ALDEN (1982)
 OO1385
 OO1385                         *CURRENT SURVEY CONTROL
 OO1385  ___________________________________________________________________
 OO1385* NAD 83(1996)-  43 40 49.27019(N)    093 36 12.52312(W)     ADJUSTED  
 OO1385* NAVD 88     -       373.182  (meters)    1224.35   (feet)  ADJUSTED  
 OO1385  ___________________________________________________________________
 OO1385  X           -    -290,392.566 (meters)                     COMP
 OO1385  Y           -  -4,611,190.156 (meters)                     COMP
 OO1385  Z           -   4,382,712.540 (meters)                     COMP
 OO1385  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 OO1385  ELLIP HEIGHT-         343.86  (meters)          (03/16/99) GPS OBS
 OO1385  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 OO1385  DYNAMIC HT  -         373.087 (meters)    1224.04  (feet)  COMP
 OO1385  MODELED GRAV-     980,355.4   (mgal)                       NAVD 88
 OO1385
 OO1385  HORZ ORDER  -  FIRST
 OO1385  VERT ORDER  -  SECOND    CLASS I
 OO1385  ELLP ORDER  -  FOURTH    CLASS I
 OO1385
 OO1385.The horizontal coordinates were established by GPS observations
 OO1385.and adjusted by the National Geodetic Survey in March 1999..
 OO1385
 OO1385.The orthometric height was determined by differential leveling
 OO1385.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO1385
 OO1385.The ellipsoidal height was determined by GPS observations
 OO1385.and is referenced to NAD 83.
 OO1385
 OO1385.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1385;SPC MN S     -   175,674.234   831,974.353   MT  1.00002390   +0 16 40.6
 OO1385;UTM  15      - 4,836,548.252   451,357.594   MT  0.99962910   -0 25 00.4
 OO1385
 OO1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1385!SPC MN S     -   0.99994608  x   1.00002390  =   0.99996998
 OO1385!UTM  15      -   0.99994608  x   0.99962910  =   0.99957520
 OO1385
 OO1385:                Primary Azimuth Mark                     Grid Az
 OO1385:SPC MN S     -  2407 G                                   305 17 10.8
 OO1385:UTM  15      -  2407 G                                   305 58 51.8
 OO1385
 OO1385|---------------------------------------------------------------------|
 OO1385| PID    Reference Object                     Distance      Geod. Az  |
 OO1385|                                                           dddmmss.s |
 OO1385| OO1386 2407 G                              APPROX. 1.4 KM 3053351.4 |
 OO1385|---------------------------------------------------------------------|
 OO1385
 OO1385                          SUPERSEDED SURVEY CONTROL
 OO1385
 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: 15TVJ5135836548(NAD 83)
 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 = OCTOBER  6, 2006
 OO1387 ***********************************************************************
 OO1387  DESIGNATION -  2407 F
 OO1387  PID         -  OO1387
 OO1387  STATE/COUNTY-  MN/FREEBORN
 OO1387  USGS QUAD   -  WELLS (1982)
 OO1387
 OO1387                         *CURRENT SURVEY CONTROL
 OO1387  ___________________________________________________________________
 OO1387* NAD 83(1986)-  43 41 36.     (N)    093 37 43.     (W)     SCALED    
 OO1387* NAVD 88     -       361.939  (meters)    1187.46   (feet)  ADJUSTED  
 OO1387  ___________________________________________________________________
 OO1387  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 OO1387  DYNAMIC HT  -         361.849 (meters)    1187.17  (feet)  COMP
 OO1387  MODELED GRAV-     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
 OO1387.and adjusted by the National Geodetic Survey in June 1991..
 OO1387
 OO1387.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 OO1387_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 OO1386 ***********************************************************************
 OO1386  DESIGNATION -  2407 G
 OO1386  PID         -  OO1386
 OO1386  STATE/COUNTY-  MN/FREEBORN
 OO1386  USGS QUAD   -  ALDEN (1982)
 OO1386
 OO1386                         *CURRENT SURVEY CONTROL
 OO1386  ___________________________________________________________________
 OO1386* NAD 83(1996)-  43 41 15.26395(N)    093 37 02.62858(W)     ADJUSTED  
 OO1386* NAVD 88     -       369.106  (meters)    1210.98   (feet)  ADJUSTED  
 OO1386  ___________________________________________________________________
 OO1386  X           -    -291,477.552 (meters)                     COMP
 OO1386  Y           -  -4,610,563.524 (meters)                     COMP
 OO1386  Z           -   4,383,289.908 (meters)                     COMP
 OO1386  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 OO1386  ELLIP HEIGHT-         339.79  (meters)          (03/16/99) GPS OBS
 OO1386  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 OO1386  DYNAMIC HT  -         369.013 (meters)    1210.67  (feet)  COMP
 OO1386  MODELED GRAV-     980,357.0   (mgal)                       NAVD 88
 OO1386
 OO1386  HORZ ORDER  -  FIRST
 OO1386  VERT ORDER  -  SECOND    CLASS I
 OO1386  ELLP ORDER  -  FOURTH    CLASS I
 OO1386
 OO1386.The horizontal coordinates were established by GPS observations
 OO1386.and adjusted by the National Geodetic Survey in March 1999..
 OO1386
 OO1386.The orthometric height was determined by differential leveling
 OO1386.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO1386
 OO1386.The ellipsoidal height was determined by GPS observations
 OO1386.and is referenced to NAD 83.
 OO1386
 OO1386.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1386;SPC MN S     -   176,471.135   830,848.284   MT  1.00002212   +0 16 05.4
 OO1386;UTM  15      - 4,837,358.429   450,241.708   MT  0.99963045   -0 25 35.3
 OO1386
 OO1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1386!SPC MN S     -   0.99994672  x   1.00002212  =   0.99996884
 OO1386!UTM  15      -   0.99994672  x   0.99963045  =   0.99957719
 OO1386
 OO1386:                Primary Azimuth Mark                     Grid Az
 OO1386:SPC MN S     -  2407 C                                   125 17 11.4
 OO1386:UTM  15      -  2407 C                                   125 58 52.1
 OO1386
 OO1386|---------------------------------------------------------------------|
 OO1386| PID    Reference Object                     Distance      Geod. Az  |
 OO1386|                                                           dddmmss.s |
 OO1386| OO1385 2407 C                              APPROX. 1.4 KM 1253316.8 |
 OO1386|---------------------------------------------------------------------|
 OO1386
 OO1386                          SUPERSEDED SURVEY CONTROL
 OO1386
 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: 15TVJ5024237358(NAD 83)
 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 = OCTOBER  6, 2006
 OO1383 ***********************************************************************
 OO1383  DESIGNATION -  2407 H
 OO1383  PID         -  OO1383
 OO1383  STATE/COUNTY-  MN/FREEBORN
 OO1383  USGS QUAD   -  ALDEN (1982)
 OO1383
 OO1383                         *CURRENT SURVEY CONTROL
 OO1383  ___________________________________________________________________
 OO1383* NAD 83(1986)-  43 40 45.     (N)    093 35 01.     (W)     SCALED    
 OO1383* NAVD 88     -       385.293  (meters)    1264.08   (feet)  ADJUSTED  
 OO1383  ___________________________________________________________________
 OO1383  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 OO1383  DYNAMIC HT  -         385.195 (meters)    1263.76  (feet)  COMP
 OO1383  MODELED GRAV-     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
 OO1383.and adjusted by the National Geodetic Survey in June 1991..
 OO1383
 OO1383.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1382 ***********************************************************************
 OO1382  DESIGNATION -  2407 J
 OO1382  PID         -  OO1382
 OO1382  STATE/COUNTY-  MN/FREEBORN
 OO1382  USGS QUAD   -  ALDEN (1982)
 OO1382
 OO1382                         *CURRENT SURVEY CONTROL
 OO1382  ___________________________________________________________________
 OO1382* NAD 83(1986)-  43 40 33.     (N)    093 34 21.     (W)     SCALED    
 OO1382* NAVD 88     -       388.692  (meters)    1275.23   (feet)  ADJUSTED  
 OO1382  ___________________________________________________________________
 OO1382  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 OO1382  DYNAMIC HT  -         388.592 (meters)    1274.91  (feet)  COMP
 OO1382  MODELED GRAV-     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
 OO1382.and adjusted by the National Geodetic Survey in June 1991..
 OO1382
 OO1382.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0569 ***********************************************************************
 OO0569  DESIGNATION -  2480 1
 OO0569  PID         -  OO0569
 OO0569  STATE/COUNTY-  MN/FREEBORN
 OO0569  USGS QUAD   -  ELLENDALE (1967)
 OO0569
 OO0569                         *CURRENT SURVEY CONTROL
 OO0569  ___________________________________________________________________
 OO0569* NAD 83(1986)-  43 45 33.     (N)    093 19 38.     (W)     SCALED    
 OO0569* NAVD 88     -       399.176  (meters)    1309.63   (feet)  ADJUSTED  
 OO0569  ___________________________________________________________________
 OO0569  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 OO0569  DYNAMIC HT  -         399.087 (meters)    1309.34  (feet)  COMP
 OO0569  MODELED GRAV-     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
 OO0569.and adjusted by the National Geodetic Survey in June 1991..
 OO0569
 OO0569.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0568 ***********************************************************************
 OO0568  DESIGNATION -  2480 2
 OO0568  PID         -  OO0568
 OO0568  STATE/COUNTY-  MN/FREEBORN
 OO0568  USGS QUAD   -  ELLENDALE (1967)
 OO0568
 OO0568                         *CURRENT SURVEY CONTROL
 OO0568  ___________________________________________________________________
 OO0568* NAD 83(1986)-  43 45 50.     (N)    093 19 21.     (W)     SCALED    
 OO0568* NAVD 88     -       395.568  (meters)    1297.79   (feet)  ADJUSTED  
 OO0568  ___________________________________________________________________
 OO0568  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 OO0568  DYNAMIC HT  -         395.481 (meters)    1297.51  (feet)  COMP
 OO0568  MODELED GRAV-     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
 OO0568.and adjusted by the National Geodetic Survey in June 1991..
 OO0568
 OO0568.The geoid height was determined by GEOID03.
 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: 15TVJ740457(NAD 83)
 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 = OCTOBER  6, 2006
 OO0514 ***********************************************************************
 OO0514  DESIGNATION -  2480 AA
 OO0514  PID         -  OO0514
 OO0514  STATE/COUNTY-  MN/FREEBORN
 OO0514  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0514
 OO0514                         *CURRENT SURVEY CONTROL
 OO0514  ___________________________________________________________________
 OO0514* NAD 83(1986)-  43 40 15.     (N)    093 19 23.     (W)     SCALED    
 OO0514* NAVD 88     -       395.257  (meters)    1296.77   (feet)  ADJUSTED  
 OO0514  ___________________________________________________________________
 OO0514  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 OO0514  DYNAMIC HT  -         395.164 (meters)    1296.47  (feet)  COMP
 OO0514  MODELED GRAV-     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
 OO0514.and adjusted by the National Geodetic Survey in June 1991..
 OO0514
 OO0514.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1468 ***********************************************************************
 OO1468  DESIGNATION -  2480 AB
 OO1468  PID         -  OO1468
 OO1468  STATE/COUNTY-  MN/FREEBORN
 OO1468  USGS QUAD   -  GLENVILLE (1982)
 OO1468
 OO1468                         *CURRENT SURVEY CONTROL
 OO1468  ___________________________________________________________________
 OO1468* NAD 83(1986)-  43 30 33.     (N)    093 21 19.     (W)     SCALED    
 OO1468* NAVD 88     -       372.486  (meters)    1222.06   (feet)  ADJUSTED  
 OO1468  ___________________________________________________________________
 OO1468  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 OO1468  DYNAMIC HT  -         372.388 (meters)    1221.74  (feet)  COMP
 OO1468  MODELED GRAV-     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
 OO1468.and adjusted by the National Geodetic Survey in June 1991..
 OO1468
 OO1468.The geoid height was determined by GEOID03.
 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     -   156,780.      852,140.      MT  (+/- 180 meters Scaled)
 OO1468
 OO1468                          SUPERSEDED SURVEY CONTROL
 OO1468
 OO1468.No superseded survey control is available for this station.
 OO1468
 OO1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ712174(NAD 83)
 OO1468_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1468
 OO1468  HISTORY     - Date     Condition        Report By
 OO1468  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1464 ***********************************************************************
 OO1464  DESIGNATION -  2480 AC
 OO1464  PID         -  OO1464
 OO1464  STATE/COUNTY-  MN/FREEBORN
 OO1464  USGS QUAD   -  GLENVILLE (1982)
 OO1464
 OO1464                         *CURRENT SURVEY CONTROL
 OO1464  ___________________________________________________________________
 OO1464* NAD 83(1986)-  43 33 22.     (N)    093 21 36.     (W)     SCALED    
 OO1464* NAVD 88     -       377.938  (meters)    1239.95   (feet)  ADJUSTED  
 OO1464  ___________________________________________________________________
 OO1464  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 OO1464  DYNAMIC HT  -         377.841 (meters)    1239.63  (feet)  COMP
 OO1464  MODELED GRAV-     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
 OO1464.and adjusted by the National Geodetic Survey in June 1991..
 OO1464
 OO1464.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1466 ***********************************************************************
 OO1466  DESIGNATION -  2480 AD
 OO1466  PID         -  OO1466
 OO1466  STATE/COUNTY-  MN/FREEBORN
 OO1466  USGS QUAD   -  GLENVILLE (1982)
 OO1466
 OO1466                         *CURRENT SURVEY CONTROL
 OO1466  ___________________________________________________________________
 OO1466* NAD 83(1986)-  43 33 50.     (N)    093 21 38.     (W)     SCALED    
 OO1466* NAVD 88     -       380.735  (meters)    1249.13   (feet)  ADJUSTED  
 OO1466  ___________________________________________________________________
 OO1466  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 OO1466  DYNAMIC HT  -         380.637 (meters)    1248.81  (feet)  COMP
 OO1466  MODELED GRAV-     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
 OO1466.and adjusted by the National Geodetic Survey in June 1991..
 OO1466
 OO1466.The geoid height was determined by GEOID03.
 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: 15TVJ708235(NAD 83)
 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 = OCTOBER  6, 2006
 OO1442 ***********************************************************************
 OO1442  DESIGNATION -  2480 AE
 OO1442  PID         -  OO1442
 OO1442  STATE/COUNTY-  MN/FREEBORN
 OO1442  USGS QUAD   -  GLENVILLE (1982)
 OO1442
 OO1442                         *CURRENT SURVEY CONTROL
 OO1442  ___________________________________________________________________
 OO1442* NAD 83(1986)-  43 34 46.     (N)    093 21 33.     (W)     SCALED    
 OO1442* NAVD 88     -       381.944  (meters)    1253.09   (feet)  ADJUSTED  
 OO1442  ___________________________________________________________________
 OO1442  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 OO1442  DYNAMIC HT  -         381.847 (meters)    1252.78  (feet)  COMP
 OO1442  MODELED GRAV-     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
 OO1442.and adjusted by the National Geodetic Survey in June 1991..
 OO1442
 OO1442.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1441 ***********************************************************************
 OO1441  DESIGNATION -  2480 AF
 OO1441  PID         -  OO1441
 OO1441  STATE/COUNTY-  MN/FREEBORN
 OO1441  USGS QUAD   -  GLENVILLE (1982)
 OO1441
 OO1441                         *CURRENT SURVEY CONTROL
 OO1441  ___________________________________________________________________
 OO1441* NAD 83(1986)-  43 35 18.     (N)    093 21 25.     (W)     SCALED    
 OO1441* NAVD 88     -       376.324  (meters)    1234.66   (feet)  ADJUSTED  
 OO1441  ___________________________________________________________________
 OO1441  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 OO1441  DYNAMIC HT  -         376.228 (meters)    1234.34  (feet)  COMP
 OO1441  MODELED GRAV-     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
 OO1441.and adjusted by the National Geodetic Survey in June 1991..
 OO1441
 OO1441.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1440 ***********************************************************************
 OO1440  DESIGNATION -  2480 AG
 OO1440  PID         -  OO1440
 OO1440  STATE/COUNTY-  MN/FREEBORN
 OO1440  USGS QUAD   -  GLENVILLE (1982)
 OO1440
 OO1440                         *CURRENT SURVEY CONTROL
 OO1440  ___________________________________________________________________
 OO1440* NAD 83(1986)-  43 35 50.     (N)    093 21 08.     (W)     SCALED    
 OO1440* NAVD 88     -       370.580  (meters)    1215.81   (feet)  ADJUSTED  
 OO1440  ___________________________________________________________________
 OO1440  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 OO1440  DYNAMIC HT  -         370.487 (meters)    1215.51  (feet)  COMP
 OO1440  MODELED GRAV-     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
 OO1440.and adjusted by the National Geodetic Survey in June 1991..
 OO1440
 OO1440.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1438 ***********************************************************************
 OO1438  DESIGNATION -  2480 AH
 OO1438  PID         -  OO1438
 OO1438  STATE/COUNTY-  MN/FREEBORN
 OO1438  USGS QUAD   -  GLENVILLE (1982)
 OO1438
 OO1438                         *CURRENT SURVEY CONTROL
 OO1438  ___________________________________________________________________
 OO1438* NAD 83(1986)-  43 36 10.     (N)    093 20 56.     (W)     SCALED    
 OO1438* NAVD 88     -       371.863  (meters)    1220.02   (feet)  ADJUSTED  
 OO1438  ___________________________________________________________________
 OO1438  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 OO1438  DYNAMIC HT  -         371.770 (meters)    1219.72  (feet)  COMP
 OO1438  MODELED GRAV-     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
 OO1438.and adjusted by the National Geodetic Survey in June 1991..
 OO1438
 OO1438.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1436 ***********************************************************************
 OO1436  DESIGNATION -  2480 AJ
 OO1436  PID         -  OO1436
 OO1436  STATE/COUNTY-  MN/FREEBORN
 OO1436  USGS QUAD   -  GLENVILLE (1982)
 OO1436
 OO1436                         *CURRENT SURVEY CONTROL
 OO1436  ___________________________________________________________________
 OO1436* NAD 83(1986)-  43 37 01.     (N)    093 20 19.     (W)     SCALED    
 OO1436* NAVD 88     -       386.333  (meters)    1267.49   (feet)  ADJUSTED  
 OO1436  ___________________________________________________________________
 OO1436  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 OO1436  DYNAMIC HT  -         386.238 (meters)    1267.18  (feet)  COMP
 OO1436  MODELED GRAV-     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
 OO1436.and adjusted by the National Geodetic Survey in June 1991..
 OO1436
 OO1436.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1433 ***********************************************************************
 OO1433  DESIGNATION -  2480 AK
 OO1433  PID         -  OO1433
 OO1433  STATE/COUNTY-  MN/FREEBORN
 OO1433  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1433
 OO1433                         *CURRENT SURVEY CONTROL
 OO1433  ___________________________________________________________________
 OO1433* NAD 83(1986)-  43 37 50.     (N)    093 19 31.     (W)     SCALED    
 OO1433* NAVD 88     -       373.088  (meters)    1224.04   (feet)  ADJUSTED  
 OO1433  ___________________________________________________________________
 OO1433  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 OO1433  DYNAMIC HT  -         372.998 (meters)    1223.74  (feet)  COMP
 OO1433  MODELED GRAV-     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
 OO1433.and adjusted by the National Geodetic Survey in June 1991..
 OO1433
 OO1433.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1432 ***********************************************************************
 OO1432  DESIGNATION -  2480 AL
 OO1432  PID         -  OO1432
 OO1432  STATE/COUNTY-  MN/FREEBORN
 OO1432  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1432
 OO1432                         *CURRENT SURVEY CONTROL
 OO1432  ___________________________________________________________________
 OO1432* NAD 83(1986)-  43 38 12.     (N)    093 19 21.     (W)     SCALED    
 OO1432* NAVD 88     -       382.032  (meters)    1253.38   (feet)  ADJUSTED  
 OO1432  ___________________________________________________________________
 OO1432  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 OO1432  DYNAMIC HT  -         381.940 (meters)    1253.08  (feet)  COMP
 OO1432  MODELED GRAV-     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
 OO1432.and adjusted by the National Geodetic Survey in June 1991..
 OO1432
 OO1432.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1431 ***********************************************************************
 OO1431  DESIGNATION -  2480 AM
 OO1431  PID         -  OO1431
 OO1431  STATE/COUNTY-  MN/FREEBORN
 OO1431  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1431
 OO1431                         *CURRENT SURVEY CONTROL
 OO1431  ___________________________________________________________________
 OO1431* NAD 83(1986)-  43 38 34.     (N)    093 19 22.     (W)     SCALED    
 OO1431* NAVD 88     -       381.074  (meters)    1250.24   (feet)  ADJUSTED  
 OO1431  ___________________________________________________________________
 OO1431  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 OO1431  DYNAMIC HT  -         380.983 (meters)    1249.94  (feet)  COMP
 OO1431  MODELED GRAV-     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
 OO1431.and adjusted by the National Geodetic Survey in June 1991..
 OO1431
 OO1431.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1467 ***********************************************************************
 OO1467  DESIGNATION -  2480 B
 OO1467  PID         -  OO1467
 OO1467  STATE/COUNTY-  MN/FREEBORN
 OO1467  USGS QUAD   -  GLENVILLE (1982)
 OO1467
 OO1467                         *CURRENT SURVEY CONTROL
 OO1467  ___________________________________________________________________
 OO1467* NAD 83(1986)-  43 31 02.     (N)    093 21 23.     (W)     SCALED    
 OO1467* NAVD 88     -       390.284  (meters)    1280.46   (feet)  ADJUSTED  
 OO1467  ___________________________________________________________________
 OO1467  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 OO1467  DYNAMIC HT  -         390.181 (meters)    1280.12  (feet)  COMP
 OO1467  MODELED GRAV-     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
 OO1467.and adjusted by the National Geodetic Survey in June 1991..
 OO1467
 OO1467.The geoid height was determined by GEOID03.
 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     -   157,680.      852,040.      MT  (+/- 180 meters Scaled)
 OO1467
 OO1467                          SUPERSEDED SURVEY CONTROL
 OO1467
 OO1467.No superseded survey control is available for this station.
 OO1467
 OO1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ711183(NAD 83)
 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: MNDT  
 OO1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1467+STABILITY: SURFACE MOTION
 OO1467
 OO1467  HISTORY     - Date     Condition        Report By
 OO1467  HISTORY     - 1973     MONUMENTED       MNDT
 OO1467  HISTORY     - 1980     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0512 ***********************************************************************
 OO0512  DESIGNATION -  2480 BB
 OO0512  PID         -  OO0512
 OO0512  STATE/COUNTY-  MN/FREEBORN
 OO0512  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0512
 OO0512                         *CURRENT SURVEY CONTROL
 OO0512  ___________________________________________________________________
 OO0512* NAD 83(1986)-  43 40 57.     (N)    093 19 15.     (W)     SCALED    
 OO0512* NAVD 88     -       392.414  (meters)    1287.44   (feet)  ADJUSTED  
 OO0512  ___________________________________________________________________
 OO0512  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 OO0512  DYNAMIC HT  -         392.323 (meters)    1287.15  (feet)  COMP
 OO0512  MODELED GRAV-     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
 OO0512.and adjusted by the National Geodetic Survey in June 1991..
 OO0512
 OO0512.The geoid height was determined by GEOID03.
 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_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: MNDT  
 OO0512_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO0512+STABILITY: POSITION/ELEVATION WELL
 OO0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0512+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO0512
 OO0512  HISTORY     - Date     Condition        Report By
 OO0512  HISTORY     - 1969     MONUMENTED       MNDT
 OO0512  HISTORY     - 1973     GOOD             MNDT
 OO0512  HISTORY     - 1980     GOOD             MNDT
 OO0512  HISTORY     - 1986     GOOD             USPSQD
 OO0512  HISTORY     - 19900907 GOOD             NGS
 OO0512
 OO0512                          STATION DESCRIPTION
 OO0512
 OO0512'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1457 ***********************************************************************
 OO1457  DESIGNATION -  2480 C
 OO1457  PID         -  OO1457
 OO1457  STATE/COUNTY-  MN/FREEBORN
 OO1457  USGS QUAD   -  GLENVILLE (1982)
 OO1457
 OO1457                         *CURRENT SURVEY CONTROL
 OO1457  ___________________________________________________________________
 OO1457* NAD 83(1986)-  43 32 06.     (N)    093 21 19.     (W)     SCALED    
 OO1457* NAVD 88     -       377.366  (meters)    1238.08   (feet)  ADJUSTED  
 OO1457  ___________________________________________________________________
 OO1457  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 OO1457  DYNAMIC HT  -         377.268 (meters)    1237.75  (feet)  COMP
 OO1457  MODELED GRAV-     980,349.4   (mgal)                       NAVD 88
 OO1457
 OO1457  VERT ORDER  -  SECOND    CLASS I
 OO1457
 OO1457.The horizontal coordinates were scaled from a topographic map and have
 OO1457.an estimated accuracy of +/- 6 seconds.
 OO1457
 OO1457.The orthometric height was determined by differential leveling
 OO1457.and adjusted by the National Geodetic Survey in June 1991..
 OO1457
 OO1457.The geoid height was determined by GEOID03.
 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     -   159,650.      852,120.      MT  (+/- 180 meters Scaled)
 OO1457
 OO1457                          SUPERSEDED SURVEY CONTROL
 OO1457
 OO1457.No superseded survey control is available for this station.
 OO1457
 OO1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ712202(NAD 83)
 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 = OCTOBER  6, 2006
 OO0578 ***********************************************************************
 OO0578  DESIGNATION -  2480 CC
 OO0578  PID         -  OO0578
 OO0578  STATE/COUNTY-  MN/FREEBORN
 OO0578  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0578
 OO0578                         *CURRENT SURVEY CONTROL
 OO0578  ___________________________________________________________________
 OO0578* NAD 83(1986)-  43 41 43.     (N)    093 19 11.     (W)     SCALED    
 OO0578* NAVD 88     -       397.655  (meters)    1304.64   (feet)  ADJUSTED  
 OO0578  ___________________________________________________________________
 OO0578  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 OO0578  DYNAMIC HT  -         397.563 (meters)    1304.34  (feet)  COMP
 OO0578  MODELED GRAV-     980,376.2   (mgal)                       NAVD 88
 OO0578
 OO0578  VERT ORDER  -  SECOND    CLASS 0
 OO0578
 OO0578.The horizontal coordinates were scaled from a topographic map and have
 OO0578.an estimated accuracy of +/- 6 seconds.
 OO0578
 OO0578.The orthometric height was determined by differential leveling
 OO0578.and adjusted by the National Geodetic Survey in June 1991..
 OO0578
 OO0578.The geoid height was determined by GEOID03.
 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     -   177,480.      854,840.      MT  (+/- 180 meters Scaled)
 OO0578
 OO0578                          SUPERSEDED SURVEY CONTROL
 OO0578
 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: 15TVJ742380(NAD 83)
 OO0578_MARKER: DD = SURVEY DISK
 OO0578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0578_SP_SET: BRIDGE
 OO0578_STAMPING: 2480-CC 1969
 OO0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0578
 OO0578  HISTORY     - Date     Condition        Report By
 OO0578  HISTORY     - 1969     MONUMENTED       MNDT
 OO0578  HISTORY     - 1986     GOOD             USPSQD
 OO0578
 OO0578                          STATION DESCRIPTION
 OO0578
 OO0578'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1458 ***********************************************************************
 OO1458  DESIGNATION -  2480 D
 OO1458  PID         -  OO1458
 OO1458  STATE/COUNTY-  MN/FREEBORN
 OO1458  USGS QUAD   -  GLENVILLE (1982)
 OO1458
 OO1458                         *CURRENT SURVEY CONTROL
 OO1458  ___________________________________________________________________
 OO1458* NAD 83(1986)-  43 32 20.     (N)    093 21 18.     (W)     SCALED    
 OO1458* NAVD 88     -       371.983  (meters)    1220.41   (feet)  ADJUSTED  
 OO1458  ___________________________________________________________________
 OO1458  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 OO1458  DYNAMIC HT  -         371.886 (meters)    1220.10  (feet)  COMP
 OO1458  MODELED GRAV-     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
 OO1458.and adjusted by the National Geodetic Survey in June 1991..
 OO1458
 OO1458.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1459 ***********************************************************************
 OO1459  DESIGNATION -  2480 E
 OO1459  PID         -  OO1459
 OO1459  STATE/COUNTY-  MN/FREEBORN
 OO1459  USGS QUAD   -  GLENVILLE (1982)
 OO1459
 OO1459                         *CURRENT SURVEY CONTROL
 OO1459  ___________________________________________________________________
 OO1459* NAD 83(1986)-  43 32 54.     (N)    093 21 37.     (W)     SCALED    
 OO1459* NAVD 88     -       380.539  (meters)    1248.48   (feet)  ADJUSTED  
 OO1459  ___________________________________________________________________
 OO1459  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 OO1459  DYNAMIC HT  -         380.441 (meters)    1248.16  (feet)  COMP
 OO1459  MODELED GRAV-     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
 OO1459.and adjusted by the National Geodetic Survey in June 1991..
 OO1459
 OO1459.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1446 ***********************************************************************
 OO1446  DESIGNATION -  2480 F
 OO1446  PID         -  OO1446
 OO1446  STATE/COUNTY-  MN/FREEBORN
 OO1446  USGS QUAD   -  GLENVILLE (1982)
 OO1446
 OO1446                         *CURRENT SURVEY CONTROL
 OO1446  ___________________________________________________________________
 OO1446* NAD 83(1986)-  43 34 30.     (N)    093 21 29.     (W)     SCALED    
 OO1446* NAVD 88     -       389.533  (meters)    1277.99   (feet)  ADJUSTED  
 OO1446  ___________________________________________________________________
 OO1446  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 OO1446  DYNAMIC HT  -         389.433 (meters)    1277.66  (feet)  COMP
 OO1446  MODELED GRAV-     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
 OO1446.and adjusted by the National Geodetic Survey in June 1991..
 OO1446
 OO1446.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0572 ***********************************************************************
 OO0572  DESIGNATION -  2480 FF
 OO0572  PID         -  OO0572
 OO0572  STATE/COUNTY-  MN/FREEBORN
 OO0572  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0572
 OO0572                         *CURRENT SURVEY CONTROL
 OO0572  ___________________________________________________________________
 OO0572* NAD 83(1986)-  43 44 01.     (N)    093 19 08.     (W)     SCALED    
 OO0572* NAVD 88     -       392.913  (meters)    1289.08   (feet)  ADJUSTED  
 OO0572  ___________________________________________________________________
 OO0572  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 OO0572  DYNAMIC HT  -         392.824 (meters)    1288.79  (feet)  COMP
 OO0572  MODELED GRAV-     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
 OO0572.and adjusted by the National Geodetic Survey in June 1991..
 OO0572
 OO0572.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1437 ***********************************************************************
 OO1437  DESIGNATION -  2480 G
 OO1437  PID         -  OO1437
 OO1437  STATE/COUNTY-  MN/FREEBORN
 OO1437  USGS QUAD   -  GLENVILLE (1982)
 OO1437
 OO1437                         *CURRENT SURVEY CONTROL
 OO1437  ___________________________________________________________________
 OO1437* NAD 83(1986)-  43 36 39.     (N)    093 20 29.     (W)     SCALED    
 OO1437* NAVD 88     -       398.589  (meters)    1307.70   (feet)  ADJUSTED  
 OO1437  ___________________________________________________________________
 OO1437  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 OO1437  DYNAMIC HT  -         398.491 (meters)    1307.38  (feet)  COMP
 OO1437  MODELED GRAV-     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
 OO1437.and adjusted by the National Geodetic Survey in June 1991..
 OO1437
 OO1437.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0571 ***********************************************************************
 OO0571  DESIGNATION -  2480 GG
 OO0571  PID         -  OO0571
 OO0571  STATE/COUNTY-  MN/FREEBORN
 OO0571  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0571
 OO0571                         *CURRENT SURVEY CONTROL
 OO0571  ___________________________________________________________________
 OO0571* NAD 83(1986)-  43 44 45.     (N)    093 19 04.     (W)     SCALED    
 OO0571* NAVD 88     -       404.054  (meters)    1325.63   (feet)  ADJUSTED  
 OO0571  ___________________________________________________________________
 OO0571  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 OO0571  DYNAMIC HT  -         403.964 (meters)    1325.34  (feet)  COMP
 OO0571  MODELED GRAV-     980,384.8   (mgal)                       NAVD 88
 OO0571
 OO0571  VERT ORDER  -  SECOND    CLASS 0
 OO0571
 OO0571.The horizontal coordinates were scaled from a topographic map and have
 OO0571.an estimated accuracy of +/- 6 seconds.
 OO0571
 OO0571.The orthometric height was determined by differential leveling
 OO0571.and adjusted by the National Geodetic Survey in June 1991..
 OO0571
 OO0571.The geoid height was determined by GEOID03.
 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     -   183,100.      854,950.      MT  (+/- 180 meters Scaled)
 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: 15TVJ744436(NAD 83)
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0571+STABILITY: SURFACE MOTION
 OO0571
 OO0571  HISTORY     - Date     Condition        Report By
 OO0571  HISTORY     - 1969     MONUMENTED       MNDT
 OO0571
 OO0571                          STATION DESCRIPTION
 OO0571
 OO0571'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1435 ***********************************************************************
 OO1435  DESIGNATION -  2480 H
 OO1435  PID         -  OO1435
 OO1435  STATE/COUNTY-  MN/FREEBORN
 OO1435  USGS QUAD   -  GLENVILLE (1982)
 OO1435
 OO1435                         *CURRENT SURVEY CONTROL
 OO1435  ___________________________________________________________________
 OO1435* NAD 83(1986)-  43 37 28.     (N)    093 19 52.     (W)     SCALED    
 OO1435* NAVD 88     -       383.129  (meters)    1256.98   (feet)  ADJUSTED  
 OO1435  ___________________________________________________________________
 OO1435  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 OO1435  DYNAMIC HT  -         383.036 (meters)    1256.68  (feet)  COMP
 OO1435  MODELED GRAV-     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
 OO1435.and adjusted by the National Geodetic Survey in June 1991..
 OO1435
 OO1435.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0567 ***********************************************************************
 OO0567  DESIGNATION -  2480 HH
 OO0567  PID         -  OO0567
 OO0567  STATE/COUNTY-  MN/FREEBORN
 OO0567  USGS QUAD   -  ELLENDALE (1967)
 OO0567
 OO0567                         *CURRENT SURVEY CONTROL
 OO0567  ___________________________________________________________________
 OO0567* NAD 83(1986)-  43 45 49.     (N)    093 18 42.     (W)     SCALED    
 OO0567* NAVD 88     -       398.593  (meters)    1307.72   (feet)  ADJUSTED  
 OO0567  ___________________________________________________________________
 OO0567  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 OO0567  DYNAMIC HT  -         398.506 (meters)    1307.43  (feet)  COMP
 OO0567  MODELED GRAV-     980,389.0   (mgal)                       NAVD 88
 OO0567
 OO0567  VERT ORDER  -  SECOND    CLASS 0
 OO0567
 OO0567.The horizontal coordinates were scaled from a topographic map and have
 OO0567.an estimated accuracy of +/- 6 seconds.
 OO0567
 OO0567.The orthometric height was determined by differential leveling
 OO0567.and adjusted by the National Geodetic Survey in June 1991..
 OO0567
 OO0567.The geoid height was determined by GEOID03.
 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     -   185,080.      855,430.      MT  (+/- 180 meters Scaled)
 OO0567
 OO0567                          SUPERSEDED SURVEY CONTROL
 OO0567
 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: 15TVJ749456(NAD 83)
 OO0567_MARKER: DD = SURVEY DISK
 OO0567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0567_SP_SET: BRIDGE
 OO0567_STAMPING: 2480-HH 1969
 OO0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0567
 OO0567  HISTORY     - Date     Condition        Report By
 OO0567  HISTORY     - 1969     MONUMENTED       MNDT
 OO0567  HISTORY     - 1986     GOOD             USPSQD
 OO0567
 OO0567                          STATION DESCRIPTION
 OO0567
 OO0567'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1434 ***********************************************************************
 OO1434  DESIGNATION -  2480 J
 OO1434  PID         -  OO1434
 OO1434  STATE/COUNTY-  MN/FREEBORN
 OO1434  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1434
 OO1434                         *CURRENT SURVEY CONTROL
 OO1434  ___________________________________________________________________
 OO1434* NAD 83(1986)-  43 37 33.     (N)    093 19 47.     (W)     SCALED    
 OO1434* NAVD 88     -       375.503  (meters)    1231.96   (feet)  ADJUSTED  
 OO1434  ___________________________________________________________________
 OO1434  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 OO1434  DYNAMIC HT  -         375.412 (meters)    1231.66  (feet)  COMP
 OO1434  MODELED GRAV-     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
 OO1434.and adjusted by the National Geodetic Survey in June 1991..
 OO1434
 OO1434.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0565 ***********************************************************************
 OO0565  DESIGNATION -  2480 KK
 OO0565  PID         -  OO0565
 OO0565  STATE/COUNTY-  MN/FREEBORN
 OO0565  USGS QUAD   -  ELLENDALE (1967)
 OO0565
 OO0565                         *CURRENT SURVEY CONTROL
 OO0565  ___________________________________________________________________
 OO0565* NAD 83(1986)-  43 46 28.     (N)    093 18 35.     (W)     SCALED    
 OO0565* NAVD 88     -       377.392  (meters)    1238.16   (feet)  ADJUSTED  
 OO0565  ___________________________________________________________________
 OO0565  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 OO0565  DYNAMIC HT  -         377.310 (meters)    1237.89  (feet)  COMP
 OO0565  MODELED GRAV-     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
 OO0565.and adjusted by the National Geodetic Survey in June 1991..
 OO0565
 OO0565.The geoid height was determined by GEOID03.
 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_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     - 1971     GOOD             MNDT
 OO0565
 OO0565                          STATION DESCRIPTION
 OO0565
 OO0565'DESCRIBED BY MN DEPT OF TRANSP 1971
 OO0565'1.0 MI N FROM CLARKS GROVE.
 OO0565'MARK FOUND AS DESCRIBED, 1.0 MILES NORTH ALONG FAI 35 FROM THE
 OO0565'JUNCTION OF FAI 35 AND T.H. 251 AT CLARKS GROVE, 100 FEET WEST OF THE
 OO0565'CENTERLINE OF SOUTHBOUND FAI 35, 30 FEET NORTH OF A TRIANGULAR PIECE
 OO0565'OF PRIVATE PROPERTY (PASTURE), 1 FOOT WEST OF A STEEL WITNESS POST, IN
 OO0565'A 6 FOOT PRECAST CONCRETE MONUMENT, PROJECTING 6 INCHES ABOVE GROUND.
 OO0565'NE 1/4, SEC 35, T104N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1430 ***********************************************************************
 OO1430  DESIGNATION -  2480 L
 OO1430  PID         -  OO1430
 OO1430  STATE/COUNTY-  MN/FREEBORN
 OO1430  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1430
 OO1430                         *CURRENT SURVEY CONTROL
 OO1430  ___________________________________________________________________
 OO1430* NAD 83(1986)-  43 38 53.     (N)    093 19 19.     (W)     SCALED    
 OO1430* NAVD 88     -       391.456  (meters)    1284.30   (feet)  ADJUSTED  
 OO1430  ___________________________________________________________________
 OO1430  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 OO1430  DYNAMIC HT  -         391.363 (meters)    1284.00  (feet)  COMP
 OO1430  MODELED GRAV-     980,369.2   (mgal)                       NAVD 88
 OO1430
 OO1430  VERT ORDER  -  SECOND    CLASS I
 OO1430
 OO1430.The horizontal coordinates were scaled from a topographic map and have
 OO1430.an estimated accuracy of +/- 6 seconds.
 OO1430
 OO1430.The orthometric height was determined by differential leveling
 OO1430.and adjusted by the National Geodetic Survey in June 1991..
 OO1430
 OO1430.The geoid height was determined by GEOID03.
 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     -   172,240.      854,710.      MT  (+/- 180 meters Scaled)
 OO1430
 OO1430                          SUPERSEDED SURVEY CONTROL
 OO1430
 OO1430.No superseded survey control is available for this station.
 OO1430
 OO1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ740328(NAD 83)
 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: MNDT  
 OO1430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1430
 OO1430  HISTORY     - Date     Condition        Report By
 OO1430  HISTORY     - 1973     MONUMENTED       MNDT
 OO1430  HISTORY     - 1980     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0564 ***********************************************************************
 OO0564  DESIGNATION -  2480 LL
 OO0564  PID         -  OO0564
 OO0564  STATE/COUNTY-  MN/FREEBORN
 OO0564  USGS QUAD   -  ELLENDALE (1967)
 OO0564
 OO0564                         *CURRENT SURVEY CONTROL
 OO0564  ___________________________________________________________________
 OO0564* NAD 83(1996)-  43 47 21.41103(N)    093 18 32.58841(W)     ADJUSTED  
 OO0564* NAVD 88     -       386.257  (meters)    1267.24   (feet)  ADJUSTED  
 OO0564  ___________________________________________________________________
 OO0564  X           -    -266,210.861 (meters)                     COMP
 OO0564  Y           -  -4,604,277.880 (meters)                     COMP
 OO0564  Z           -   4,391,467.083 (meters)                     COMP
 OO0564  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 OO0564  ELLIP HEIGHT-         357.33  (meters)          (03/16/99) GPS OBS
 OO0564  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 OO0564  DYNAMIC HT  -         386.174 (meters)    1266.97  (feet)  COMP
 OO0564  MODELED GRAV-     980,394.0   (mgal)                       NAVD 88
 OO0564
 OO0564  HORZ ORDER  -  FIRST
 OO0564  VERT ORDER  -  SECOND    CLASS 0
 OO0564  ELLP ORDER  -  FOURTH    CLASS I
 OO0564
 OO0564.The horizontal coordinates were established by GPS observations
 OO0564.and adjusted by the National Geodetic Survey in March 1999..
 OO0564
 OO0564.The orthometric height was determined by differential leveling
 OO0564.and adjusted by the National Geodetic Survey in June 1991..
 OO0564
 OO0564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0564
 OO0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0564
 OO0564.The ellipsoidal height was determined by GPS observations
 OO0564.and is referenced to NAD 83.
 OO0564
 OO0564.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO0564;SPC MN S     -   187,934.531   855,613.308   MT  0.99999872   +0 29 03.5
 OO0564;UTM  15      - 4,848,515.569   475,134.473   MT  0.99960760   -0 12 49.9
 OO0564
 OO0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0564!SPC MN S     -   0.99994397  x   0.99999872  =   0.99994269
 OO0564!UTM  15      -   0.99994397  x   0.99960760  =   0.99955159
 OO0564
 OO0564                          SUPERSEDED SURVEY CONTROL
 OO0564
 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: 15TVJ7513448516(NAD 83)
 OO0564_MARKER: DB = BENCH MARK DISK
 OO0564_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0564_STAMPING: 2480 LL 1971
 OO0564_MARK LOGO: MNDT  
 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 - August 23, 1992
 OO0564
 OO0564  HISTORY     - Date     Condition        Report By
 OO0564  HISTORY     - 1971     MONUMENTED       MNDT
 OO0564  HISTORY     - 19920823 GOOD             MNDT
 OO0564
 OO0564                          STATION DESCRIPTION
 OO0564
 OO0564'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1447 ***********************************************************************
 OO1447  DESIGNATION -  2480 M
 OO1447  PID         -  OO1447
 OO1447  STATE/COUNTY-  MN/FREEBORN
 OO1447  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1447
 OO1447                         *CURRENT SURVEY CONTROL
 OO1447  ___________________________________________________________________
 OO1447* NAD 83(1986)-  43 38 55.     (N)    093 19 25.     (W)     SCALED    
 OO1447* NAVD 88     -       382.579  (meters)    1255.18   (feet)  ADJUSTED  
 OO1447  ___________________________________________________________________
 OO1447  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 OO1447  DYNAMIC HT  -         382.487 (meters)    1254.88  (feet)  COMP
 OO1447  MODELED GRAV-     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
 OO1447.and adjusted by the National Geodetic Survey in June 1991..
 OO1447
 OO1447.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0560 ***********************************************************************
 OO0560  DESIGNATION -  2480 MM
 OO0560  PID         -  OO0560
 OO0560  STATE/COUNTY-  MN/FREEBORN
 OO0560  USGS QUAD   -  ELLENDALE (1967)
 OO0560
 OO0560                         *CURRENT SURVEY CONTROL
 OO0560  ___________________________________________________________________
 OO0560* NAD 83(1986)-  43 48 08.     (N)    093 17 45.     (W)     SCALED    
 OO0560* NAVD 88     -       380.217  (meters)    1247.43   (feet)  ADJUSTED  
 OO0560  ___________________________________________________________________
 OO0560  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 OO0560  DYNAMIC HT  -         380.138 (meters)    1247.17  (feet)  COMP
 OO0560  MODELED GRAV-     980,398.7   (mgal)                       NAVD 88
 OO0560
 OO0560  VERT ORDER  -  SECOND    CLASS 0
 OO0560
 OO0560.The horizontal coordinates were scaled from a topographic map and have
 OO0560.an estimated accuracy of +/- 6 seconds.
 OO0560
 OO0560.The orthometric height was determined by differential leveling
 OO0560.and adjusted by the National Geodetic Survey in June 1991..
 OO0560
 OO0560.The geoid height was determined by GEOID03.
 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     -   189,380.      856,670.      MT  (+/- 180 meters Scaled)
 OO0560
 OO0560                          SUPERSEDED SURVEY CONTROL
 OO0560
 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: 15TVJ762499(NAD 83)
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0560+STABILITY: SURFACE MOTION
 OO0560
 OO0560  HISTORY     - Date     Condition        Report By
 OO0560  HISTORY     - 1971     MONUMENTED       MNDT
 OO0560
 OO0560                          STATION DESCRIPTION
 OO0560
 OO0560'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1429 ***********************************************************************
 OO1429  DESIGNATION -  2480 N
 OO1429  PID         -  OO1429
 OO1429  STATE/COUNTY-  MN/FREEBORN
 OO1429  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1429
 OO1429                         *CURRENT SURVEY CONTROL
 OO1429  ___________________________________________________________________
 OO1429* NAD 83(1986)-  43 39 05.     (N)    093 19 15.     (W)     SCALED    
 OO1429* NAVD 88     -       390.159  (meters)    1280.05   (feet)  ADJUSTED  
 OO1429  ___________________________________________________________________
 OO1429  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 OO1429  DYNAMIC HT  -         390.066 (meters)    1279.74  (feet)  COMP
 OO1429  MODELED GRAV-     980,369.8   (mgal)                       NAVD 88
 OO1429
 OO1429  VERT ORDER  -  SECOND    CLASS I
 OO1429
 OO1429.The horizontal coordinates were scaled from a topographic map and have
 OO1429.an estimated accuracy of +/- 6 seconds.
 OO1429
 OO1429.The orthometric height was determined by differential leveling
 OO1429.and adjusted by the National Geodetic Survey in June 1991..
 OO1429
 OO1429.The geoid height was determined by GEOID03.
 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     -   172,610.      854,790.      MT  (+/- 180 meters Scaled)
 OO1429
 OO1429                          SUPERSEDED SURVEY CONTROL
 OO1429
 OO1429.No superseded survey control is available for this station.
 OO1429
 OO1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ741332(NAD 83)
 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: MNDT  
 OO1429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1429
 OO1429  HISTORY     - Date     Condition        Report By
 OO1429  HISTORY     - 1973     MONUMENTED       MNDT
 OO1429  HISTORY     - 1980     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0559 ***********************************************************************
 OO0559  DESIGNATION -  2480 NN
 OO0559  PID         -  OO0559
 OO0559  STATE/COUNTY-  MN/FREEBORN
 OO0559  USGS QUAD   -  ELLENDALE (1967)
 OO0559
 OO0559                         *CURRENT SURVEY CONTROL
 OO0559  ___________________________________________________________________
 OO0559* NAD 83(1986)-  43 48 34.     (N)    093 17 17.     (W)     SCALED    
 OO0559* NAVD 88     -       386.651  (meters)    1268.54   (feet)  ADJUSTED  
 OO0559  ___________________________________________________________________
 OO0559  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 OO0559  DYNAMIC HT  -         386.571 (meters)    1268.28  (feet)  COMP
 OO0559  MODELED GRAV-     980,401.5   (mgal)                       NAVD 88
 OO0559
 OO0559  VERT ORDER  -  SECOND    CLASS 0
 OO0559
 OO0559.The horizontal coordinates were scaled from a topographic map and have
 OO0559.an estimated accuracy of +/- 6 seconds.
 OO0559
 OO0559.The orthometric height was determined by differential leveling
 OO0559.and adjusted by the National Geodetic Survey in June 1991..
 OO0559
 OO0559.The geoid height was determined by GEOID03.
 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     -   190,190.      857,280.      MT  (+/- 180 meters Scaled)
 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: 15TVJ768507(NAD 83)
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0559+STABILITY: SURFACE MOTION
 OO0559
 OO0559  HISTORY     - Date     Condition        Report By
 OO0559  HISTORY     - 1971     MONUMENTED       MNDT
 OO0559
 OO0559                          STATION DESCRIPTION
 OO0559
 OO0559'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1428 ***********************************************************************
 OO1428  DESIGNATION -  2480 P
 OO1428  PID         -  OO1428
 OO1428  STATE/COUNTY-  MN/FREEBORN
 OO1428  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1428
 OO1428                         *CURRENT SURVEY CONTROL
 OO1428  ___________________________________________________________________
 OO1428* NAD 83(1986)-  43 39 33.     (N)    093 19 08.     (W)     SCALED    
 OO1428* NAVD 88     -       386.894  (meters)    1269.33   (feet)  ADJUSTED  
 OO1428  ___________________________________________________________________
 OO1428  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 OO1428  DYNAMIC HT  -         386.802 (meters)    1269.03  (feet)  COMP
 OO1428  MODELED GRAV-     980,371.2   (mgal)                       NAVD 88
 OO1428
 OO1428  VERT ORDER  -  SECOND    CLASS I
 OO1428
 OO1428.The horizontal coordinates were scaled from a topographic map and have
 OO1428.an estimated accuracy of +/- 6 seconds.
 OO1428
 OO1428.The orthometric height was determined by differential leveling
 OO1428.and adjusted by the National Geodetic Survey in June 1991..
 OO1428
 OO1428.The geoid height was determined by GEOID03.
 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     -   173,470.      854,940.      MT  (+/- 180 meters Scaled)
 OO1428
 OO1428                          SUPERSEDED SURVEY CONTROL
 OO1428
 OO1428.No superseded survey control is available for this station.
 OO1428
 OO1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ742340(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1428
 OO1428  HISTORY     - Date     Condition        Report By
 OO1428  HISTORY     - 1973     MONUMENTED       MNDT
 OO1428  HISTORY     - 1980     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0558 ***********************************************************************
 OO0558  DESIGNATION -  2480 PP
 OO0558  PID         -  OO0558
 OO0558  STATE/COUNTY-  MN/FREEBORN
 OO0558  USGS QUAD   -  ELLENDALE (1967)
 OO0558
 OO0558                         *CURRENT SURVEY CONTROL
 OO0558  ___________________________________________________________________
 OO0558* NAD 83(1986)-  43 49 05.     (N)    093 17 17.     (W)     SCALED    
 OO0558* NAVD 88     -       389.651  (meters)    1278.38   (feet)  ADJUSTED  
 OO0558  ___________________________________________________________________
 OO0558  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 OO0558  DYNAMIC HT  -         389.571 (meters)    1278.12  (feet)  COMP
 OO0558  MODELED GRAV-     980,403.0   (mgal)                       NAVD 88
 OO0558
 OO0558  VERT ORDER  -  SECOND    CLASS 0
 OO0558
 OO0558.The horizontal coordinates were scaled from a topographic map and have
 OO0558.an estimated accuracy of +/- 6 seconds.
 OO0558
 OO0558.The orthometric height was determined by differential leveling
 OO0558.and adjusted by the National Geodetic Survey in June 1991..
 OO0558
 OO0558.The geoid height was determined by GEOID03.
 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     -   191,150.      857,280.      MT  (+/- 180 meters Scaled)
 OO0558
 OO0558                          SUPERSEDED SURVEY CONTROL
 OO0558
 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: 15TVJ768517(NAD 83)
 OO0558_MARKER: DD = SURVEY DISK
 OO0558_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0558_SP_SET: BRIDGE
 OO0558_STAMPING: 2480-PP 1971
 OO0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0558
 OO0558  HISTORY     - Date     Condition        Report By
 OO0558  HISTORY     - 1971     MONUMENTED       MNDT
 OO0558  HISTORY     - 1986     GOOD             USPSQD
 OO0558
 OO0558                          STATION DESCRIPTION
 OO0558
 OO0558'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0557 ***********************************************************************
 OO0557  DESIGNATION -  2480 QQ
 OO0557  PID         -  OO0557
 OO0557  STATE/COUNTY-  MN/FREEBORN
 OO0557  USGS QUAD   -  ELLENDALE (1967)
 OO0557
 OO0557                         *CURRENT SURVEY CONTROL
 OO0557  ___________________________________________________________________
 OO0557* NAD 83(1986)-  43 49 31.     (N)    093 17 17.     (W)     SCALED    
 OO0557* NAVD 88     -       375.505  (meters)    1231.97   (feet)  ADJUSTED  
 OO0557  ___________________________________________________________________
 OO0557  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 OO0557  DYNAMIC HT  -         375.429 (meters)    1231.72  (feet)  COMP
 OO0557  MODELED GRAV-     980,404.3   (mgal)                       NAVD 88
 OO0557
 OO0557  VERT ORDER  -  SECOND    CLASS 0
 OO0557
 OO0557.The horizontal coordinates were scaled from a topographic map and have
 OO0557.an estimated accuracy of +/- 6 seconds.
 OO0557
 OO0557.The orthometric height was determined by differential leveling
 OO0557.and adjusted by the National Geodetic Survey in June 1991..
 OO0557
 OO0557.The geoid height was determined by GEOID03.
 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     -   191,950.      857,270.      MT  (+/- 180 meters Scaled)
 OO0557
 OO0557                          SUPERSEDED SURVEY CONTROL
 OO0557
 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: 15TVJ768525(NAD 83)
 OO0557_MARKER: DD = SURVEY DISK
 OO0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0557_SP_SET: CULVERT
 OO0557_STAMPING: 2480-QQ 1971
 OO0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0557
 OO0557  HISTORY     - Date     Condition        Report By
 OO0557  HISTORY     - 1971     MONUMENTED       MNDT
 OO0557
 OO0557                          STATION DESCRIPTION
 OO0557
 OO0557'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0556 ***********************************************************************
 OO0556  DESIGNATION -  2480 RR
 OO0556  PID         -  OO0556
 OO0556  STATE/COUNTY-  MN/FREEBORN
 OO0556  USGS QUAD   -  ELLENDALE (1967)
 OO0556
 OO0556                         *CURRENT SURVEY CONTROL
 OO0556  ___________________________________________________________________
 OO0556* NAD 83(1996)-  43 49 44.03576(N)    093 17 21.77326(W)     ADJUSTED  
 OO0556* NAVD 88     -       382.882  (meters)    1256.17   (feet)  ADJUSTED  
 OO0556  ___________________________________________________________________
 OO0556  X           -    -264,455.104 (meters)                     COMP
 OO0556  Y           -  -4,601,324.246 (meters)                     COMP
 OO0556  Z           -   4,394,641.620 (meters)                     COMP
 OO0556  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 OO0556  ELLIP HEIGHT-         354.05  (meters)          (03/16/99) GPS OBS
 OO0556  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 OO0556  DYNAMIC HT  -         382.805 (meters)    1255.92  (feet)  COMP
 OO0556  MODELED GRAV-     980,405.5   (mgal)                       NAVD 88
 OO0556
 OO0556  HORZ ORDER  -  FIRST
 OO0556  VERT ORDER  -  SECOND    CLASS 0
 OO0556  ELLP ORDER  -  FOURTH    CLASS I
 OO0556
 OO0556.The horizontal coordinates were established by GPS observations
 OO0556.and adjusted by the National Geodetic Survey in March 1999..
 OO0556
 OO0556.The orthometric height was determined by differential leveling
 OO0556.and adjusted by the National Geodetic Survey in June 1991..
 OO0556
 OO0556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0556
 OO0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0556
 OO0556.The ellipsoidal height was determined by GPS observations
 OO0556.and is referenced to NAD 83.
 OO0556
 OO0556.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO0556;SPC MN S     -   192,349.809   857,158.280   MT  0.99999044   +0 29 53.1
 OO0556;UTM  15      - 4,852,909.986   476,732.524   MT  0.99960666   -0 12 01.4
 OO0556
 OO0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0556!SPC MN S     -   0.99994449  x   0.99999044  =   0.99993493
 OO0556!UTM  15      -   0.99994449  x   0.99960666  =   0.99955117
 OO0556
 OO0556                          SUPERSEDED SURVEY CONTROL
 OO0556
 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  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: 15TVJ7673352910(NAD 83)
 OO0556_MARKER: DB = BENCH MARK DISK
 OO0556_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0556_STAMPING: 2480 RR 1071
 OO0556_MARK LOGO: MNDT  
 OO0556_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0556+STABILITY: SURFACE MOTION
 OO0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0556+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1992
 OO0556
 OO0556  HISTORY     - Date     Condition        Report By
 OO0556  HISTORY     - 1971     MONUMENTED       MNDT
 OO0556  HISTORY     - 19920823 GOOD             MNDT
 OO0556
 OO0556                          STATION DESCRIPTION
 OO0556
 OO0556'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0555 ***********************************************************************
 OO0555  DESIGNATION -  2480 SS
 OO0555  PID         -  OO0555
 OO0555  STATE/COUNTY-  MN/FREEBORN
 OO0555  USGS QUAD   -  ELLENDALE (1967)
 OO0555
 OO0555                         *CURRENT SURVEY CONTROL
 OO0555  ___________________________________________________________________
 OO0555* NAD 83(1986)-  43 50 34.     (N)    093 17 17.     (W)     SCALED    
 OO0555* NAVD 88     -       398.230  (meters)    1306.53   (feet)  ADJUSTED  
 OO0555  ___________________________________________________________________
 OO0555  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 OO0555  DYNAMIC HT  -         398.151 (meters)    1306.27  (feet)  COMP
 OO0555  MODELED GRAV-     980,407.5   (mgal)                       NAVD 88
 OO0555
 OO0555  VERT ORDER  -  SECOND    CLASS 0
 OO0555
 OO0555.The horizontal coordinates were scaled from a topographic map and have
 OO0555.an estimated accuracy of +/- 6 seconds.
 OO0555
 OO0555.The orthometric height was determined by differential leveling
 OO0555.and adjusted by the National Geodetic Survey in June 1991..
 OO0555
 OO0555.The geoid height was determined by GEOID03.
 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     -   193,890.      857,250.      MT  (+/- 180 meters Scaled)
 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: 15TVJ768544(NAD 83)
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0555+STABILITY: SURFACE MOTION
 OO0555
 OO0555  HISTORY     - Date     Condition        Report By
 OO0555  HISTORY     - 1971     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0554 ***********************************************************************
 OO0554  DESIGNATION -  2480 TT
 OO0554  PID         -  OO0554
 OO0554  STATE/COUNTY-  MN/FREEBORN
 OO0554  USGS QUAD   -  ELLENDALE (1967)
 OO0554
 OO0554                         *CURRENT SURVEY CONTROL
 OO0554  ___________________________________________________________________
 OO0554* NAD 83(1986)-  43 50 54.     (N)    093 17 08.     (W)     SCALED    
 OO0554* NAVD 88     -       391.461  (meters)    1284.32   (feet)  ADJUSTED  
 OO0554  ___________________________________________________________________
 OO0554  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 OO0554  DYNAMIC HT  -         391.383 (meters)    1284.06  (feet)  COMP
 OO0554  MODELED GRAV-     980,409.0   (mgal)                       NAVD 88
 OO0554
 OO0554  VERT ORDER  -  SECOND    CLASS 0
 OO0554
 OO0554.The horizontal coordinates were scaled from a topographic map and have
 OO0554.an estimated accuracy of +/- 6 seconds.
 OO0554
 OO0554.The orthometric height was determined by differential leveling
 OO0554.and adjusted by the National Geodetic Survey in June 1991..
 OO0554
 OO0554.The geoid height was determined by GEOID03.
 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     -   194,510.      857,450.      MT  (+/- 180 meters Scaled)
 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: 15TVJ770550(NAD 83)
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0554+STABILITY: SURFACE MOTION
 OO0554
 OO0554  HISTORY     - Date     Condition        Report By
 OO0554  HISTORY     - 1971     MONUMENTED       MNDT
 OO0554
 OO0554                          STATION DESCRIPTION
 OO0554
 OO0554'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0517 ***********************************************************************
 OO0517  DESIGNATION -  2481 A
 OO0517  PID         -  OO0517
 OO0517  STATE/COUNTY-  MN/FREEBORN
 OO0517  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0517
 OO0517                         *CURRENT SURVEY CONTROL
 OO0517  ___________________________________________________________________
 OO0517* NAD 83(1986)-  43 41 05.     (N)    093 20 41.     (W)     SCALED    
 OO0517* NAVD 88     -       393.242  (meters)    1290.16   (feet)  ADJUSTED  
 OO0517  ___________________________________________________________________
 OO0517  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 OO0517  DYNAMIC HT  -         393.149 (meters)    1289.86  (feet)  COMP
 OO0517  MODELED GRAV-     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
 OO0517.and adjusted by the National Geodetic Survey in June 1991..
 OO0517
 OO0517.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1409 ***********************************************************************
 OO1409  DESIGNATION -  2481 AB
 OO1409  PID         -  OO1409
 OO1409  STATE/COUNTY-  MN/FREEBORN
 OO1409  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1409
 OO1409                         *CURRENT SURVEY CONTROL
 OO1409  ___________________________________________________________________
 OO1409* NAD 83(1986)-  43 41 04.     (N)    093 25 19.     (W)     SCALED    
 OO1409* NAVD 88     -       388.229  (meters)    1273.71   (feet)  ADJUSTED  
 OO1409  ___________________________________________________________________
 OO1409  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 OO1409  DYNAMIC HT  -         388.132 (meters)    1273.40  (feet)  COMP
 OO1409  MODELED GRAV-     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
 OO1409.and adjusted by the National Geodetic Survey in June 1991..
 OO1409
 OO1409.The geoid height was determined by GEOID03.
 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.      846,610.      MT  (+/- 180 meters Scaled)
 OO1409
 OO1409                          SUPERSEDED SURVEY CONTROL
 OO1409
 OO1409.No superseded survey control is available for this station.
 OO1409
 OO1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ659369(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1409
 OO1409  HISTORY     - Date     Condition        Report By
 OO1409  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1395 ***********************************************************************
 OO1395  DESIGNATION -  2481 AC
 OO1395  PID         -  OO1395
 OO1395  STATE/COUNTY-  MN/FREEBORN
 OO1395  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1395
 OO1395                         *CURRENT SURVEY CONTROL
 OO1395  ___________________________________________________________________
 OO1395* NAD 83(1986)-  43 41 17.     (N)    093 24 59.     (W)     SCALED    
 OO1395* NAVD 88     -       395.929  (meters)    1298.98   (feet)  ADJUSTED  
 OO1395  ___________________________________________________________________
 OO1395  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 OO1395  DYNAMIC HT  -         395.831 (meters)    1298.66  (feet)  COMP
 OO1395  MODELED GRAV-     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
 OO1395.and adjusted by the National Geodetic Survey in June 1991..
 OO1395
 OO1395.The geoid height was determined by GEOID03.
 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.      847,050.      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_MARKER: DD = SURVEY 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_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO1395+STABILITY: POSITION/ELEVATION WELL
 OO1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1395+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1395
 OO1395  HISTORY     - Date     Condition        Report By
 OO1395  HISTORY     - 1980     MONUMENTED       MNDT
 OO1395  HISTORY     - 19900907 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1427 ***********************************************************************
 OO1427  DESIGNATION -  2481 AD
 OO1427  PID         -  OO1427
 OO1427  STATE/COUNTY-  MN/FREEBORN
 OO1427  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1427
 OO1427                         *CURRENT SURVEY CONTROL
 OO1427  ___________________________________________________________________
 OO1427* NAD 83(1996)-  43 41 31.24285(N)    093 24 14.30099(W)     ADJUSTED  
 OO1427* NAVD 88     -       400.900  (meters)    1315.29   (feet)  ADJUSTED  
 OO1427  ___________________________________________________________________
 OO1427  X           -    -274,282.560 (meters)                     COMP
 OO1427  Y           -  -4,611,300.230 (meters)                     COMP
 OO1427  Z           -   4,383,668.551 (meters)                     COMP
 OO1427  LAPLACE CORR-           3.29  (seconds)                    DEFLEC99
 OO1427  ELLIP HEIGHT-         371.68  (meters)          (02/05/03) GPS OBS
 OO1427  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 OO1427  DYNAMIC HT  -         400.802 (meters)    1314.96  (feet)  COMP
 OO1427  MODELED GRAV-     980,361.6   (mgal)                       NAVD 88
 OO1427
 OO1427  HORZ ORDER  -  FIRST
 OO1427  VERT ORDER  -  SECOND    CLASS I
 OO1427  ELLP ORDER  -  THIRD     CLASS II
 OO1427
 OO1427.The horizontal coordinates were established by GPS observations
 OO1427.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO1427
 OO1427.The orthometric height was determined by differential leveling
 OO1427.and adjusted by the National Geodetic Survey in June 1991..
 OO1427
 OO1427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1427
 OO1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1427
 OO1427.The ellipsoidal height was determined by GPS observations
 OO1427.and is referenced to NAD 83.
 OO1427
 OO1427.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1427;SPC MN S     -   177,067.293   848,052.278   MT  1.00002104   +0 25 04.0
 OO1427;UTM  15      - 4,837,745.487   467,444.782   MT  0.99961304   -0 16 44.6
 OO1427
 OO1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1427!SPC MN S     -   0.99994172  x   1.00002104  =   0.99996276
 OO1427!UTM  15      -   0.99994172  x   0.99961304  =   0.99955478
 OO1427
 OO1427                          SUPERSEDED SURVEY CONTROL
 OO1427
 OO1427  NAD 83(1996)-  43 41 31.24290(N)    093 24 14.30119(W) AD(       ) 2
 OO1427  ELLIP H (03/16/99)  371.68   (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: 15TVJ6744537745(NAD 83)
 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 - November 18, 1996
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0518 ***********************************************************************
 OO0518  DESIGNATION -  2481 B
 OO0518  PID         -  OO0518
 OO0518  STATE/COUNTY-  MN/FREEBORN
 OO0518  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0518
 OO0518                         *CURRENT SURVEY CONTROL
 OO0518  ___________________________________________________________________
 OO0518* NAD 83(1986)-  43 41 15.     (N)    093 21 31.     (W)     SCALED    
 OO0518* NAVD 88     -       385.132  (meters)    1263.55   (feet)  ADJUSTED  
 OO0518  ___________________________________________________________________
 OO0518  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 OO0518  DYNAMIC HT  -         385.039 (meters)    1263.25  (feet)  COMP
 OO0518  MODELED GRAV-     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
 OO0518.and adjusted by the National Geodetic Survey in June 1991..
 OO0518
 OO0518.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0519 ***********************************************************************
 OO0519  DESIGNATION -  2481 C
 OO0519  PID         -  OO0519
 OO0519  STATE/COUNTY-  MN/FREEBORN
 OO0519  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0519
 OO0519                         *CURRENT SURVEY CONTROL
 OO0519  ___________________________________________________________________
 OO0519* NAD 83(1986)-  43 41 24.     (N)    093 22 21.     (W)     SCALED    
 OO0519* NAVD 88     -       372.426  (meters)    1221.87   (feet)  ADJUSTED  
 OO0519  ___________________________________________________________________
 OO0519  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 OO0519  DYNAMIC HT  -         372.336 (meters)    1221.57  (feet)  COMP
 OO0519  MODELED GRAV-     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
 OO0519.and adjusted by the National Geodetic Survey in June 1991..
 OO0519.WARNING-Repeat measurements at this control monument indicate possible
 OO0519.vertical movement.
 OO0519
 OO0519.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 OO0519_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 OO0520 ***********************************************************************
 OO0520  DESIGNATION -  2481 D
 OO0520  PID         -  OO0520
 OO0520  STATE/COUNTY-  MN/FREEBORN
 OO0520  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO0520
 OO0520                         *CURRENT SURVEY CONTROL
 OO0520  ___________________________________________________________________
 OO0520* NAD 83(1986)-  43 41 25.     (N)    093 23 18.     (W)     SCALED    
 OO0520* NAVD 88     -       392.402  (meters)    1287.41   (feet)  ADJUSTED  
 OO0520  ___________________________________________________________________
 OO0520  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 OO0520  DYNAMIC HT  -         392.306 (meters)    1287.09  (feet)  COMP
 OO0520  MODELED GRAV-     980,363.6   (mgal)                       NAVD 88
 OO0520
 OO0520  VERT ORDER  -  SECOND    CLASS 0
 OO0520
 OO0520.The horizontal coordinates were scaled from a topographic map and have
 OO0520.an estimated accuracy of +/- 6 seconds.
 OO0520
 OO0520.The orthometric height was determined by differential leveling
 OO0520.and adjusted by the National Geodetic Survey in June 1991..
 OO0520
 OO0520.The geoid height was determined by GEOID03.
 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     -   176,880.      849,320.      MT  (+/- 180 meters Scaled)
 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: 15TVJ687375(NAD 83)
 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: MNDT  
 OO0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0520
 OO0520  HISTORY     - Date     Condition        Report By
 OO0520  HISTORY     - 1969     MONUMENTED       MNDT
 OO0520  HISTORY     - 1969     GOOD             MNDT
 OO0520  HISTORY     - 1980     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1421 ***********************************************************************
 OO1421  DESIGNATION -  2481 G
 OO1421  PID         -  OO1421
 OO1421  STATE/COUNTY-  MN/FREEBORN
 OO1421  USGS QUAD   -  WELLS (1982)
 OO1421
 OO1421                         *CURRENT SURVEY CONTROL
 OO1421  ___________________________________________________________________
 OO1421* NAD 83(1996)-  43 39 57.85297(N)    093 38 39.50502(W)     ADJUSTED  
 OO1421* NAVD 88     -       370.248  (meters)    1214.72   (feet)  ADJUSTED  
 OO1421  ___________________________________________________________________
 OO1421  X           -    -293,747.895 (meters)                     COMP
 OO1421  Y           -  -4,612,073.613 (meters)                     COMP
 OO1421  Z           -   4,381,562.703 (meters)                     COMP
 OO1421  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 OO1421  ELLIP HEIGHT-         340.96  (meters)          (02/05/03) GPS OBS
 OO1421  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 OO1421  DYNAMIC HT  -         370.155 (meters)    1214.42  (feet)  COMP
 OO1421  MODELED GRAV-     980,358.0   (mgal)                       NAVD 88
 OO1421
 OO1421  HORZ ORDER  -  FIRST
 OO1421  VERT ORDER  -  SECOND    CLASS I
 OO1421  ELLP ORDER  -  THIRD     CLASS II
 OO1421
 OO1421.The horizontal coordinates were established by GPS observations
 OO1421.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO1421
 OO1421.The orthometric height was determined by differential leveling
 OO1421.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO1421
 OO1421.The ellipsoidal height was determined by GPS observations
 OO1421.and is referenced to NAD 83.
 OO1421
 OO1421.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1421;SPC MN S     -   174,072.184   828,689.002   MT  1.00002747   +0 14 57.5
 OO1421;UTM  15      - 4,834,986.755   448,054.371   MT  0.99963319   -0 26 41.5
 OO1421
 OO1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1421!SPC MN S     -   0.99994654  x   1.00002747  =   0.99997401
 OO1421!UTM  15      -   0.99994654  x   0.99963319  =   0.99957975
 OO1421
 OO1421                          SUPERSEDED SURVEY CONTROL
 OO1421
 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: 15TVJ4805434987(NAD 83)
 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 = OCTOBER  6, 2006
 OO1422 ***********************************************************************
 OO1422  DESIGNATION -  2481 H
 OO1422  PID         -  OO1422
 OO1422  STATE/COUNTY-  MN/FREEBORN
 OO1422  USGS QUAD   -  WELLS (1982)
 OO1422
 OO1422                         *CURRENT SURVEY CONTROL
 OO1422  ___________________________________________________________________
 OO1422* NAD 83(1986)-  43 39 56.     (N)    093 37 40.     (W)     SCALED    
 OO1422* NAVD 88     -       374.727  (meters)    1229.42   (feet)  ADJUSTED  
 OO1422  ___________________________________________________________________
 OO1422  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 OO1422  DYNAMIC HT  -         374.632 (meters)    1229.11  (feet)  COMP
 OO1422  MODELED GRAV-     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
 OO1422.and adjusted by the National Geodetic Survey in June 1991..
 OO1422
 OO1422.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1424 ***********************************************************************
 OO1424  DESIGNATION -  2481 J
 OO1424  PID         -  OO1424
 OO1424  STATE/COUNTY-  MN/FREEBORN
 OO1424  USGS QUAD   -  ALDEN (1982)
 OO1424
 OO1424                         *CURRENT SURVEY CONTROL
 OO1424  ___________________________________________________________________
 OO1424* NAD 83(1996)-  43 39 53.76938(N)    093 36 44.76698(W)     ADJUSTED  
 OO1424* NAVD 88     -       372.227  (meters)    1221.21   (feet)  ADJUSTED  
 OO1424  ___________________________________________________________________
 OO1424  X           -    -291,187.884 (meters)                     COMP
 OO1424  Y           -  -4,612,324.559 (meters)                     COMP
 OO1424  Z           -   4,381,472.877 (meters)                     COMP
 OO1424  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 OO1424  ELLIP HEIGHT-         342.91  (meters)          (02/05/03) GPS OBS
 OO1424  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 OO1424  DYNAMIC HT  -         372.133 (meters)    1220.91  (feet)  COMP
 OO1424  MODELED GRAV-     980,355.2   (mgal)                       NAVD 88
 OO1424
 OO1424  HORZ ORDER  -  FIRST
 OO1424  VERT ORDER  -  FIRST     CLASS II
 OO1424  ELLP ORDER  -  THIRD     CLASS II
 OO1424
 OO1424.The horizontal coordinates were established by GPS observations
 OO1424.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO1424
 OO1424.The orthometric height was determined by differential leveling
 OO1424.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO1424
 OO1424.The ellipsoidal height was determined by GPS observations
 OO1424.and is referenced to NAD 83.
 OO1424
 OO1424.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1424;SPC MN S     -   173,957.838   831,260.243   MT  1.00002776   +0 16 18.0
 OO1424;UTM  15      - 4,834,841.316   450,623.020   MT  0.99962999   -0 25 22.3
 OO1424
 OO1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1424!SPC MN S     -   0.99994623  x   1.00002776  =   0.99997399
 OO1424!UTM  15      -   0.99994623  x   0.99962999  =   0.99957624
 OO1424
 OO1424                          SUPERSEDED SURVEY CONTROL
 OO1424
 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_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 - November 19, 1996
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1425 ***********************************************************************
 OO1425  DESIGNATION -  2481 K
 OO1425  PID         -  OO1425
 OO1425  STATE/COUNTY-  MN/FREEBORN
 OO1425  USGS QUAD   -  ALDEN (1982)
 OO1425
 OO1425                         *CURRENT SURVEY CONTROL
 OO1425  ___________________________________________________________________
 OO1425* NAD 83(1986)-  43 39 58.     (N)    093 36 03.     (W)     SCALED    
 OO1425* NAVD 88     -       371.515  (meters)    1218.88   (feet)  POSTED    
 OO1425  ___________________________________________________________________
 OO1425  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 OO1425  DYNAMIC HT  -         371.420 (meters)    1218.57  (feet)  COMP
 OO1425  MODELED GRAV-     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 National Geodetic Survey in 1992..
 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 geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1426 ***********************************************************************
 OO1426  DESIGNATION -  2481 L
 OO1426  PID         -  OO1426
 OO1426  STATE/COUNTY-  MN/FREEBORN
 OO1426  USGS QUAD   -  ALDEN (1982)
 OO1426
 OO1426                         *CURRENT SURVEY CONTROL
 OO1426  ___________________________________________________________________
 OO1426* NAD 83(1996)-  43 39 57.11545(N)    093 35 17.77801(W)     ADJUSTED  
 OO1426* NAVD 88     -       381.572  (meters)    1251.87   (feet)  ADJUSTED  
 OO1426  ___________________________________________________________________
 OO1426  X           -    -289,238.641 (meters)                     COMP
 OO1426  Y           -  -4,612,382.523 (meters)                     COMP
 OO1426  Z           -   4,381,554.025 (meters)                     COMP
 OO1426  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 OO1426  ELLIP HEIGHT-         352.24  (meters)          (02/05/03) GPS OBS
 OO1426  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 OO1426  DYNAMIC HT  -         381.475 (meters)    1251.56  (feet)  COMP
 OO1426  MODELED GRAV-     980,353.1   (mgal)                       NAVD 88
 OO1426
 OO1426  HORZ ORDER  -  FIRST
 OO1426  VERT ORDER  -  FIRST     CLASS II
 OO1426  ELLP ORDER  -  THIRD     CLASS II
 OO1426
 OO1426.The horizontal coordinates were established by GPS observations
 OO1426.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO1426
 OO1426.The orthometric height was determined by differential leveling
 OO1426.and adjusted by the National Geodetic Survey in June 1991..
 OO1426
 OO1426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1426
 OO1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1426
 OO1426.The ellipsoidal height was determined by GPS observations
 OO1426.and is referenced to NAD 83.
 OO1426
 OO1426.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1426;SPC MN S     -   174,070.637   833,208.698   MT  1.00002752   +0 17 18.9
 OO1426;UTM  15      - 4,834,930.450   452,571.921   MT  0.99962767   -0 24 22.3
 OO1426
 OO1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1426!SPC MN S     -   0.99994477  x   1.00002752  =   0.99997229
 OO1426!UTM  15      -   0.99994477  x   0.99962767  =   0.99957246
 OO1426
 OO1426                          SUPERSEDED SURVEY CONTROL
 OO1426
 OO1426  NAD 83(1996)-  43 39 57.11563(N)    093 35 17.77788(W) AD(       ) 1
 OO1426  ELLIP H (03/16/99)  352.23   (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: 15TVJ5257234930(NAD 83)
 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 - November 18, 1996
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1384 ***********************************************************************
 OO1384  DESIGNATION -  2481 M
 OO1384  PID         -  OO1384
 OO1384  STATE/COUNTY-  MN/FREEBORN
 OO1384  USGS QUAD   -  ALDEN (1982)
 OO1384
 OO1384                         *CURRENT SURVEY CONTROL
 OO1384  ___________________________________________________________________
 OO1384* NAD 83(1986)-  43 39 59.     (N)    093 34 37.     (W)     SCALED    
 OO1384* NAVD 88     -       388.858  (meters)    1275.78   (feet)  ADJUSTED  
 OO1384  ___________________________________________________________________
 OO1384  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 OO1384  DYNAMIC HT  -         388.759 (meters)    1275.45  (feet)  COMP
 OO1384  MODELED GRAV-     980,352.3   (mgal)                       NAVD 88
 OO1384
 OO1384  VERT ORDER  -  FIRST     CLASS II
 OO1384
 OO1384.The horizontal coordinates were scaled from a topographic map and have
 OO1384.an estimated accuracy of +/- 6 seconds.
 OO1384
 OO1384.The orthometric height was determined by differential leveling
 OO1384.and adjusted by the National Geodetic Survey in June 1991..
 OO1384.WARNING-Repeat measurements at this control monument indicate possible
 OO1384.vertical movement.
 OO1384
 OO1384.The geoid height was determined by GEOID03.
 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     -   174,130.      834,120.      MT  (+/- 180 meters Scaled)
 OO1384
 OO1384                          SUPERSEDED SURVEY CONTROL
 OO1384
 OO1384.No superseded survey control is available for this station.
 OO1384
 OO1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ534349(NAD 83)
 OO1384_MARKER: DD = SURVEY 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_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO1384+STABILITY: POSITION/ELEVATION WELL
 OO1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1384+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1384
 OO1384  HISTORY     - Date     Condition        Report By
 OO1384  HISTORY     - 1980     MONUMENTED       MNDT
 OO1384  HISTORY     - 19900907 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1396 ***********************************************************************
 OO1396  DESIGNATION -  2481 N
 OO1396  PID         -  OO1396
 OO1396  STATE/COUNTY-  MN/FREEBORN
 OO1396  USGS QUAD   -  ALDEN (1982)
 OO1396
 OO1396                         *CURRENT SURVEY CONTROL
 OO1396  ___________________________________________________________________
 OO1396* NAD 83(1986)-  43 39 57.     (N)    093 33 59.     (W)     SCALED    
 OO1396* NAVD 88     -       387.604  (meters)    1271.66   (feet)  ADJUSTED  
 OO1396  ___________________________________________________________________
 OO1396  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 OO1396  DYNAMIC HT  -         387.505 (meters)    1271.34  (feet)  COMP
 OO1396  MODELED GRAV-     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
 OO1396.and adjusted by the National Geodetic Survey in June 1991..
 OO1396
 OO1396.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1397 ***********************************************************************
 OO1397  DESIGNATION -  2481 P
 OO1397  PID         -  OO1397
 OO1397  STATE/COUNTY-  MN/FREEBORN
 OO1397  USGS QUAD   -  ALDEN (1982)
 OO1397
 OO1397                         *CURRENT SURVEY CONTROL
 OO1397  ___________________________________________________________________
 OO1397* NAD 83(1986)-  43 40 00.     (N)    093 33 21.     (W)     SCALED    
 OO1397* NAVD 88     -       397.865  (meters)    1305.33   (feet)  ADJUSTED  
 OO1397  ___________________________________________________________________
 OO1397  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 OO1397  DYNAMIC HT  -         397.763 (meters)    1304.99  (feet)  COMP
 OO1397  MODELED GRAV-     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
 OO1397.and adjusted by the National Geodetic Survey in June 1991..
 OO1397
 OO1397.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1398 ***********************************************************************
 OO1398  DESIGNATION -  2481 Q
 OO1398  PID         -  OO1398
 OO1398  STATE/COUNTY-  MN/FREEBORN
 OO1398  USGS QUAD   -  ALDEN (1982)
 OO1398
 OO1398                         *CURRENT SURVEY CONTROL
 OO1398  ___________________________________________________________________
 OO1398* NAD 83(1996)-  43 39 54.04608(N)    093 32 42.50823(W)     ADJUSTED  
 OO1398* NAVD 88     -       405.454  (meters)    1330.23   (feet)  ADJUSTED  
 OO1398  ___________________________________________________________________
 OO1398  X           -    -285,771.613 (meters)                     COMP
 OO1398  Y           -  -4,612,681.464 (meters)                     COMP
 OO1398  Z           -   4,381,501.977 (meters)                     COMP
 OO1398  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 OO1398  ELLIP HEIGHT-         376.11  (meters)          (02/05/03) GPS OBS
 OO1398  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 OO1398  DYNAMIC HT  -         405.350 (meters)    1329.89  (feet)  COMP
 OO1398  MODELED GRAV-     980,350.3   (mgal)                       NAVD 88
 OO1398
 OO1398  HORZ ORDER  -  FIRST
 OO1398  VERT ORDER  -  FIRST     CLASS II
 OO1398  ELLP ORDER  -  THIRD     CLASS II
 OO1398
 OO1398.The horizontal coordinates were established by GPS observations
 OO1398.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO1398
 OO1398.The orthometric height was determined by differential leveling
 OO1398.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO1398
 OO1398.The ellipsoidal height was determined by GPS observations
 OO1398.and is referenced to NAD 83.
 OO1398
 OO1398.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1398;SPC MN S     -   173,994.347   836,687.960   MT  1.00002774   +0 19 07.8
 OO1398;UTM  15      - 4,834,812.010   456,048.603   MT  0.99962376   -0 22 35.0
 OO1398
 OO1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1398!SPC MN S     -   0.99994103  x   1.00002774  =   0.99996876
 OO1398!UTM  15      -   0.99994103  x   0.99962376  =   0.99956481
 OO1398
 OO1398                          SUPERSEDED SURVEY CONTROL
 OO1398
 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: 15TVJ5604934812(NAD 83)
 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 = OCTOBER  6, 2006
 OO1399 ***********************************************************************
 OO1399  DESIGNATION -  2481 R
 OO1399  PID         -  OO1399
 OO1399  STATE/COUNTY-  MN/FREEBORN
 OO1399  USGS QUAD   -  ALDEN (1982)
 OO1399
 OO1399                         *CURRENT SURVEY CONTROL
 OO1399  ___________________________________________________________________
 OO1399* NAD 83(1986)-  43 40 02.     (N)    093 32 07.     (W)     SCALED    
 OO1399* NAVD 88     -       395.657  (meters)    1298.08   (feet)  ADJUSTED  
 OO1399  ___________________________________________________________________
 OO1399  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 OO1399  DYNAMIC HT  -         395.554 (meters)    1297.75  (feet)  COMP
 OO1399  MODELED GRAV-     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
 OO1399.and adjusted by the National Geodetic Survey in June 1991..
 OO1399
 OO1399.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1400 ***********************************************************************
 OO1400  DESIGNATION -  2481 S
 OO1400  PID         -  OO1400
 OO1400  STATE/COUNTY-  MN/FREEBORN
 OO1400  USGS QUAD   -  ALDEN (1982)
 OO1400
 OO1400                         *CURRENT SURVEY CONTROL
 OO1400  ___________________________________________________________________
 OO1400* NAD 83(1996)-  43 39 56.73171(N)    093 31 06.56305(W)     ADJUSTED  
 OO1400* NAVD 88     -       398.071  (meters)    1306.00   (feet)  ADJUSTED  
 OO1400  ___________________________________________________________________
 OO1400  X           -    -283,622.128 (meters)                     COMP
 OO1400  Y           -  -4,612,751.441 (meters)                     COMP
 OO1400  Z           -   4,381,556.843 (meters)                     COMP
 OO1400  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 OO1400  ELLIP HEIGHT-         368.73  (meters)          (02/05/03) GPS OBS
 OO1400  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 OO1400  DYNAMIC HT  -         397.968 (meters)    1305.67  (feet)  COMP
 OO1400  MODELED GRAV-     980,349.6   (mgal)                       NAVD 88
 OO1400
 OO1400  HORZ ORDER  -  FIRST
 OO1400  VERT ORDER  -  FIRST     CLASS II
 OO1400  ELLP ORDER  -  THIRD     CLASS II
 OO1400
 OO1400.The horizontal coordinates were established by GPS observations
 OO1400.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO1400
 OO1400.The orthometric height was determined by differential leveling
 OO1400.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO1400
 OO1400.The ellipsoidal height was determined by GPS observations
 OO1400.and is referenced to NAD 83.
 OO1400
 OO1400.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1400;SPC MN S     -   174,089.546   838,837.096   MT  1.00002755   +0 20 15.0
 OO1400;UTM  15      - 4,834,881.092   458,197.866   MT  0.99962149   -0 21 28.8
 OO1400
 OO1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1400!SPC MN S     -   0.99994218  x   1.00002755  =   0.99996973
 OO1400!UTM  15      -   0.99994218  x   0.99962149  =   0.99956369
 OO1400
 OO1400                          SUPERSEDED SURVEY CONTROL
 OO1400
 OO1400  NAD 83(1996)-  43 39 56.73162(N)    093 31 06.56301(W) AD(       ) 1
 OO1400  ELLIP H (03/16/99)  368.73   (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: 15TVJ5819834881(NAD 83)
 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 = OCTOBER  6, 2006
 OO1401 ***********************************************************************
 OO1401  DESIGNATION -  2481 T
 OO1401  PID         -  OO1401
 OO1401  STATE/COUNTY-  MN/FREEBORN
 OO1401  USGS QUAD   -  ALDEN (1982)
 OO1401
 OO1401                         *CURRENT SURVEY CONTROL
 OO1401  ___________________________________________________________________
 OO1401* NAD 83(1986)-  43 40 09.     (N)    093 30 34.     (W)     SCALED    
 OO1401* NAVD 88     -       405.627  (meters)    1330.79   (feet)  ADJUSTED  
 OO1401  ___________________________________________________________________
 OO1401  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 OO1401  DYNAMIC HT  -         405.522 (meters)    1330.45  (feet)  COMP
 OO1401  MODELED GRAV-     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
 OO1401.and adjusted by the National Geodetic Survey in June 1991..
 OO1401
 OO1401.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1402 ***********************************************************************
 OO1402  DESIGNATION -  2481 U
 OO1402  PID         -  OO1402
 OO1402  STATE/COUNTY-  MN/FREEBORN
 OO1402  USGS QUAD   -  ALDEN (1982)
 OO1402
 OO1402                         *CURRENT SURVEY CONTROL
 OO1402  ___________________________________________________________________
 OO1402* NAD 83(1986)-  43 40 18.     (N)    093 30 27.     (W)     SCALED    
 OO1402* NAVD 88     -       402.339  (meters)    1320.01   (feet)  ADJUSTED  
 OO1402  ___________________________________________________________________
 OO1402  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 OO1402  DYNAMIC HT  -         402.235 (meters)    1319.67  (feet)  COMP
 OO1402  MODELED GRAV-     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
 OO1402.and adjusted by the National Geodetic Survey in June 1991..
 OO1402
 OO1402.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1403 ***********************************************************************
 OO1403  DESIGNATION -  2481 V
 OO1403  PID         -  OO1403
 OO1403  STATE/COUNTY-  MN/FREEBORN
 OO1403  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1403
 OO1403                         *CURRENT SURVEY CONTROL
 OO1403  ___________________________________________________________________
 OO1403* NAD 83(1996)-  43 40 37.11191(N)    093 29 19.33748(W)     ADJUSTED  
 OO1403* NAVD 88     -       389.222  (meters)    1276.97   (feet)  ADJUSTED  
 OO1403  ___________________________________________________________________
 OO1403  X           -    -281,171.420 (meters)                     COMP
 OO1403  Y           -  -4,612,032.871 (meters)                     COMP
 OO1403  Z           -   4,382,452.221 (meters)                     COMP
 OO1403  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 OO1403  ELLIP HEIGHT-         359.90  (meters)          (02/05/03) GPS OBS
 OO1403  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 OO1403  DYNAMIC HT  -         389.122 (meters)    1276.64  (feet)  COMP
 OO1403  MODELED GRAV-     980,351.0   (mgal)                       NAVD 88
 OO1403
 OO1403  HORZ ORDER  -  FIRST
 OO1403  VERT ORDER  -  FIRST     CLASS II
 OO1403  ELLP ORDER  -  THIRD     CLASS II
 OO1403
 OO1403.The horizontal coordinates were established by GPS observations
 OO1403.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO1403
 OO1403.The orthometric height was determined by differential leveling
 OO1403.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO1403
 OO1403.The ellipsoidal height was determined by GPS observations
 OO1403.and is referenced to NAD 83.
 OO1403
 OO1403.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1403;SPC MN S     -   175,350.386   841,231.625   MT  1.00002474   +0 21 30.2
 OO1403;UTM  15      - 4,836,112.266   460,606.549   MT  0.99961909   -0 20 15.0
 OO1403
 OO1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1403!SPC MN S     -   0.99994357  x   1.00002474  =   0.99996831
 OO1403!UTM  15      -   0.99994357  x   0.99961909  =   0.99956268
 OO1403
 OO1403                          SUPERSEDED SURVEY CONTROL
 OO1403
 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: 15TVJ6060736112(NAD 83)
 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 = OCTOBER  6, 2006
 OO1404 ***********************************************************************
 OO1404  DESIGNATION -  2481 W
 OO1404  PID         -  OO1404
 OO1404  STATE/COUNTY-  MN/FREEBORN
 OO1404  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1404
 OO1404                         *CURRENT SURVEY CONTROL
 OO1404  ___________________________________________________________________
 OO1404* NAD 83(1986)-  43 40 46.     (N)    093 28 04.     (W)     SCALED    
 OO1404* NAVD 88     -       394.599  (meters)    1294.61   (feet)  ADJUSTED  
 OO1404  ___________________________________________________________________
 OO1404  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 OO1404  DYNAMIC HT  -         394.498 (meters)    1294.28  (feet)  COMP
 OO1404  MODELED GRAV-     980,352.5   (mgal)                       NAVD 88
 OO1404
 OO1404  VERT ORDER  -  FIRST     CLASS II
 OO1404
 OO1404.The horizontal coordinates were scaled from a topographic map and have
 OO1404.an estimated accuracy of +/- 6 seconds.
 OO1404
 OO1404.The orthometric height was determined by differential leveling
 OO1404.and adjusted by the National Geodetic Survey in June 1991..
 OO1404
 OO1404.The geoid height was determined by GEOID03.
 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     -   175,640.      842,920.      MT  (+/- 180 meters Scaled)
 OO1404
 OO1404                          SUPERSEDED SURVEY CONTROL
 OO1404
 OO1404.No superseded survey control is available for this station.
 OO1404
 OO1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ622363(NAD 83)
 OO1404_MARKER: DD = SURVEY 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_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO1404+STABILITY: POSITION/ELEVATION WELL
 OO1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1404+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1404
 OO1404  HISTORY     - Date     Condition        Report By
 OO1404  HISTORY     - 1980     MONUMENTED       MNDT
 OO1404  HISTORY     - 19900907 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1406 ***********************************************************************
 OO1406  DESIGNATION -  2481 X
 OO1406  PID         -  OO1406
 OO1406  STATE/COUNTY-  MN/FREEBORN
 OO1406  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1406
 OO1406                         *CURRENT SURVEY CONTROL
 OO1406  ___________________________________________________________________
 OO1406* NAD 83(1986)-  43 40 48.     (N)    093 27 31.     (W)     SCALED    
 OO1406* NAVD 88     -       387.407  (meters)    1271.02   (feet)  POSTED    
 OO1406  ___________________________________________________________________
 OO1406  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 OO1406  DYNAMIC HT  -         387.310 (meters)    1270.70  (feet)  COMP
 OO1406  MODELED GRAV-     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 National Geodetic Survey in 1992..
 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 geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1407 ***********************************************************************
 OO1407  DESIGNATION -  2481 Y
 OO1407  PID         -  OO1407
 OO1407  STATE/COUNTY-  MN/FREEBORN
 OO1407  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1407
 OO1407                         *CURRENT SURVEY CONTROL
 OO1407  ___________________________________________________________________
 OO1407* NAD 83(1996)-  43 40 49.21524(N)    093 26 43.53570(W)     ADJUSTED  
 OO1407* NAVD 88     -       383.867  (meters)    1259.40   (feet)  ADJUSTED  
 OO1407  ___________________________________________________________________
 OO1407  X           -    -277,671.913 (meters)                     COMP
 OO1407  Y           -  -4,611,982.575 (meters)                     COMP
 OO1407  Z           -   4,382,718.717 (meters)                     COMP
 OO1407  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 OO1407  ELLIP HEIGHT-         354.58  (meters)          (02/05/03) GPS OBS
 OO1407  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 OO1407  DYNAMIC HT  -         383.769 (meters)    1259.08  (feet)  COMP
 OO1407  MODELED GRAV-     980,354.9   (mgal)                       NAVD 88
 OO1407
 OO1407  HORZ ORDER  -  FIRST
 OO1407  VERT ORDER  -  FIRST     CLASS II
 OO1407  ELLP ORDER  -  THIRD     CLASS II
 OO1407
 OO1407.The horizontal coordinates were established by GPS observations
 OO1407.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO1407
 OO1407.The orthometric height was determined by differential leveling
 OO1407.and adjusted by the National Geodetic Survey in June 1991..
 OO1407
 OO1407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1407
 OO1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1407
 OO1407.The ellipsoidal height was determined by GPS observations
 OO1407.and is referenced to NAD 83.
 OO1407
 OO1407.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO1407;SPC MN S     -   175,746.683   844,719.066   MT  1.00002391   +0 23 19.4
 OO1407;UTM  15      - 4,836,466.019   464,097.126   MT  0.99961585   -0 18 27.5
 OO1407
 OO1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1407!SPC MN S     -   0.99994440  x   1.00002391  =   0.99996831
 OO1407!UTM  15      -   0.99994440  x   0.99961585  =   0.99956027
 OO1407
 OO1407                          SUPERSEDED SURVEY CONTROL
 OO1407
 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_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 1980
 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 - November 18, 1996
 OO1407_ROD/PIPE-DEPTH:  7.3 meters
 OO1407
 OO1407  HISTORY     - Date     Condition        Report By
 OO1407  HISTORY     - 1980     MONUMENTED       MNDT
 OO1407  HISTORY     - 19900907 GOOD             NGS
 OO1407  HISTORY     - 19961118 GOOD             MNDT
 OO1407
 OO1407                          STATION DESCRIPTION
 OO1407
 OO1407'DESCRIBED BY MN DEPT OF TRANSP 1980
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1408 ***********************************************************************
 OO1408  DESIGNATION -  2481 Z
 OO1408  PID         -  OO1408
 OO1408  STATE/COUNTY-  MN/FREEBORN
 OO1408  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1408
 OO1408                         *CURRENT SURVEY CONTROL
 OO1408  ___________________________________________________________________
 OO1408* NAD 83(1986)-  43 40 56.     (N)    093 26 00.     (W)     SCALED    
 OO1408* NAVD 88     -       383.480  (meters)    1258.13   (feet)  ADJUSTED  
 OO1408  ___________________________________________________________________
 OO1408  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 OO1408  DYNAMIC HT  -         383.383 (meters)    1257.82  (feet)  COMP
 OO1408  MODELED GRAV-     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
 OO1408.and adjusted by the National Geodetic Survey in June 1991..
 OO1408
 OO1408.The geoid height was determined by GEOID03.
 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.      845,690.      MT  (+/- 180 meters Scaled)
 OO1408
 OO1408                          SUPERSEDED SURVEY CONTROL
 OO1408
 OO1408.No superseded survey control is available for this station.
 OO1408
 OO1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ650366(NAD 83)
 OO1408_MARKER: DB = BENCH MARK DISK
 OO1408_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1408+WITH SETTING: PAVEMENT
 OO1408_SP_SET: CONCRETE BASE FOR LEG OF SIGN
 OO1408_STAMPING: 2481 Z 1980
 OO1408_MARK LOGO: MNDT  
 OO1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1408+STABILITY: SURFACE MOTION
 OO1408
 OO1408  HISTORY     - Date     Condition        Report By
 OO1408  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0511 ***********************************************************************
 OO0511  DESIGNATION -  2482 A
 OO0511  PID         -  OO0511
 OO0511  STATE/COUNTY-  MN/FREEBORN
 OO0511  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0511
 OO0511                         *CURRENT SURVEY CONTROL
 OO0511  ___________________________________________________________________
 OO0511* NAD 83(1986)-  43 40 47.     (N)    093 18 38.     (W)     SCALED    
 OO0511* NAVD 88     -       387.220  (meters)    1270.40   (feet)  ADJUSTED  
 OO0511  ___________________________________________________________________
 OO0511  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 OO0511  DYNAMIC HT  -         387.130 (meters)    1270.11  (feet)  COMP
 OO0511  MODELED GRAV-     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
 OO0511.and adjusted by the National Geodetic Survey in June 1991..
 OO0511
 OO0511.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0510 ***********************************************************************
 OO0510  DESIGNATION -  2482 B
 OO0510  PID         -  OO0510
 OO0510  STATE/COUNTY-  MN/FREEBORN
 OO0510  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0510
 OO0510                         *CURRENT SURVEY CONTROL
 OO0510  ___________________________________________________________________
 OO0510* NAD 83(1996)-  43 40 31.59490(N)    093 17 31.38000(W)     ADJUSTED  
 OO0510* NAVD 88     -       386.098  (meters)    1266.72   (feet)  ADJUSTED  
 OO0510  ___________________________________________________________________
 OO0510  X           -    -265,346.667 (meters)                     COMP
 OO0510  Y           -  -4,613,086.129 (meters)                     COMP
 OO0510  Z           -   4,382,327.125 (meters)                     COMP
 OO0510  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 OO0510  ELLIP HEIGHT-         357.09  (meters)          (02/05/03) GPS OBS
 OO0510  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 OO0510  DYNAMIC HT  -         386.010 (meters)    1266.43  (feet)  COMP
 OO0510  MODELED GRAV-     980,378.0   (mgal)                       NAVD 88
 OO0510
 OO0510  HORZ ORDER  -  FIRST
 OO0510  VERT ORDER  -  SECOND    CLASS 0
 OO0510  ELLP ORDER  -  THIRD     CLASS II
 OO0510
 OO0510.The horizontal coordinates were established by GPS observations
 OO0510.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0510
 OO0510.The orthometric height was determined by differential leveling
 OO0510.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO0510
 OO0510.The ellipsoidal height was determined by GPS observations
 OO0510.and is referenced to NAD 83.
 OO0510
 OO0510.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO0510;SPC MN S     -   175,298.388   857,091.308   MT  1.00002512   +0 29 46.4
 OO0510;UTM  15      - 4,835,867.475   476,457.885   MT  0.99960682   -0 12 06.1
 OO0510
 OO0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0510!SPC MN S     -   0.99994401  x   1.00002512  =   0.99996913
 OO0510!UTM  15      -   0.99994401  x   0.99960682  =   0.99955085
 OO0510
 OO0510:                Primary Azimuth Mark                     Grid Az
 OO0510:SPC MN S     -  2482 D                                   128 16 48.1
 OO0510:UTM  15      -  2482 D                                   128 58 40.6
 OO0510
 OO0510|---------------------------------------------------------------------|
 OO0510| PID    Reference Object                     Distance      Geod. Az  |
 OO0510|                                                           dddmmss.s |
 OO0510| OO0505 2482 D                              APPROX. 1.3 KM 1284634.5 |
 OO0510|---------------------------------------------------------------------|
 OO0510
 OO0510                          SUPERSEDED SURVEY CONTROL
 OO0510
 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: 15TVJ7645835867(NAD 83)
 OO0510_MARKER: DB = BENCH MARK DISK
 OO0510_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 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 = OCTOBER  6, 2006
 OO0509 ***********************************************************************
 OO0509  DESIGNATION -  2482 C
 OO0509  PID         -  OO0509
 OO0509  STATE/COUNTY-  MN/FREEBORN
 OO0509  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0509
 OO0509                         *CURRENT SURVEY CONTROL
 OO0509  ___________________________________________________________________
 OO0509* NAD 83(1986)-  43 40 25.     (N)    093 17 26.     (W)     SCALED    
 OO0509* NAVD 88     -       388.456  (meters)    1274.46   (feet)  ADJUSTED  
 OO0509  ___________________________________________________________________
 OO0509  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 OO0509  DYNAMIC HT  -         388.367 (meters)    1274.17  (feet)  COMP
 OO0509  MODELED GRAV-     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
 OO0509.and adjusted by the National Geodetic Survey in June 1991..
 OO0509
 OO0509.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0505 ***********************************************************************
 OO0505  DESIGNATION -  2482 D
 OO0505  PID         -  OO0505
 OO0505  STATE/COUNTY-  MN/FREEBORN
 OO0505  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0505
 OO0505                         *CURRENT SURVEY CONTROL
 OO0505  ___________________________________________________________________
 OO0505* NAD 83(1996)-  43 40 04.92234(N)    093 16 45.64523(W)     ADJUSTED  
 OO0505* NAVD 88     -       380.655  (meters)    1248.87   (feet)  ADJUSTED  
 OO0505  ___________________________________________________________________
 OO0505  X           -    -264,356.100 (meters)                     COMP
 OO0505  Y           -  -4,613,708.420 (meters)                     COMP
 OO0505  Z           -   4,381,727.882 (meters)                     COMP
 OO0505  LAPLACE CORR-           5.37  (seconds)                    DEFLEC99
 OO0505  ELLIP HEIGHT-         351.60  (meters)          (02/05/03) GPS OBS
 OO0505  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 OO0505  DYNAMIC HT  -         380.568 (meters)    1248.58  (feet)  COMP
 OO0505  MODELED GRAV-     980,380.3   (mgal)                       NAVD 88
 OO0505
 OO0505  HORZ ORDER  -  FIRST
 OO0505  VERT ORDER  -  SECOND    CLASS 0
 OO0505  ELLP ORDER  -  THIRD     CLASS II
 OO0505
 OO0505.The horizontal coordinates were established by GPS observations
 OO0505.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0505
 OO0505.The orthometric height was determined by differential leveling
 OO0505.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO0505
 OO0505.The ellipsoidal height was determined by GPS observations
 OO0505.and is referenced to NAD 83.
 OO0505
 OO0505.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO0505;SPC MN S     -   174,484.163   858,123.037   MT  1.00002698   +0 30 18.5
 OO0505;UTM  15      - 4,835,041.089   477,479.192   MT  0.99960624   -0 11 34.4
 OO0505
 OO0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0505!SPC MN S     -   0.99994487  x   1.00002698  =   0.99997185
 OO0505!UTM  15      -   0.99994487  x   0.99960624  =   0.99955113
 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  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_MARKER: DB = BENCH MARK DISK
 OO0505_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 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 = OCTOBER  6, 2006
 OO0504 ***********************************************************************
 OO0504  DESIGNATION -  2482 E
 OO0504  PID         -  OO0504
 OO0504  STATE/COUNTY-  MN/FREEBORN
 OO0504  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0504
 OO0504                         *CURRENT SURVEY CONTROL
 OO0504  ___________________________________________________________________
 OO0504* NAD 83(1996)-  43 39 53.66218(N)    093 15 49.54486(W)     ADJUSTED  
 OO0504* NAVD 88     -       381.348  (meters)    1251.14   (feet)  ADJUSTED  
 OO0504  ___________________________________________________________________
 OO0504  X           -    -263,114.936 (meters)                     COMP
 OO0504  Y           -  -4,614,020.277 (meters)                     COMP
 OO0504  Z           -   4,381,477.015 (meters)                     COMP
 OO0504  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 OO0504  ELLIP HEIGHT-         352.37  (meters)          (02/05/03) GPS OBS
 OO0504  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 OO0504  DYNAMIC HT  -         381.262 (meters)    1250.86  (feet)  COMP
 OO0504  MODELED GRAV-     980,382.3   (mgal)                       NAVD 88
 OO0504
 OO0504  HORZ ORDER  -  FIRST
 OO0504  VERT ORDER  -  FIRST     CLASS II
 OO0504  ELLP ORDER  -  THIRD     CLASS II
 OO0504
 OO0504.The horizontal coordinates were established by GPS observations
 OO0504.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0504
 OO0504.The orthometric height was determined by differential leveling
 OO0504.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO0504
 OO0504.The ellipsoidal height was determined by GPS observations
 OO0504.and is referenced to NAD 83.
 OO0504
 OO0504.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO0504;SPC MN S     -   174,147.849   859,382.987   MT  1.00002776   +0 30 57.8
 OO0504;UTM  15      - 4,834,689.598   478,734.421   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  =   0.99955033
 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  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: 15TVJ7873434690(NAD 83)
 OO0504_MARKER: DB = BENCH MARK DISK
 OO0504_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 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 = OCTOBER  6, 2006
 OO0503 ***********************************************************************
 OO0503  DESIGNATION -  2482 F
 OO0503  PID         -  OO0503
 OO0503  STATE/COUNTY-  MN/FREEBORN
 OO0503  USGS QUAD   -  HAYWARD (1982)
 OO0503
 OO0503                         *CURRENT SURVEY CONTROL
 OO0503  ___________________________________________________________________
 OO0503* NAD 83(1986)-  43 39 55.     (N)    093 14 57.     (W)     SCALED    
 OO0503* NAVD 88     -       387.608  (meters)    1271.68   (feet)  ADJUSTED  
 OO0503  ___________________________________________________________________
 OO0503  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 OO0503  DYNAMIC HT  -         387.522 (meters)    1271.40  (feet)  COMP
 OO0503  MODELED GRAV-     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
 OO0503.and adjusted by the National Geodetic Survey in June 1991..
 OO0503
 OO0503.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0502 ***********************************************************************
 OO0502  DESIGNATION -  2482 G
 OO0502  PID         -  OO0502
 OO0502  STATE/COUNTY-  MN/FREEBORN
 OO0502  USGS QUAD   -  HAYWARD (1982)
 OO0502
 OO0502                         *CURRENT SURVEY CONTROL
 OO0502  ___________________________________________________________________
 OO0502* NAD 83(1996)-  43 39 54.06572(N)    093 13 43.73118(W)     ADJUSTED  
 OO0502* NAVD 88     -       386.271  (meters)    1267.29   (feet)  ADJUSTED  
 OO0502  ___________________________________________________________________
 OO0502  X           -    -260,300.229 (meters)                     COMP
 OO0502  Y           -  -4,614,174.905 (meters)                     COMP
 OO0502  Z           -   4,381,489.449 (meters)                     COMP
 OO0502  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 OO0502  ELLIP HEIGHT-         357.33  (meters)          (02/05/03) GPS OBS
 OO0502  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 OO0502  DYNAMIC HT  -         386.188 (meters)    1267.02  (feet)  COMP
 OO0502  MODELED GRAV-     980,391.3   (mgal)                       NAVD 88
 OO0502
 OO0502  HORZ ORDER  -  FIRST
 OO0502  VERT ORDER  -  FIRST     CLASS II
 OO0502  ELLP ORDER  -  THIRD     CLASS II
 OO0502
 OO0502.The horizontal coordinates were established by GPS observations
 OO0502.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0502
 OO0502.The orthometric height was determined by differential leveling
 OO0502.and adjusted by the National Geodetic Survey in June 1991..
 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 DEFLEC99 derived deflections.
 OO0502
 OO0502.The ellipsoidal height was determined by GPS observations
 OO0502.and is referenced to NAD 83.
 OO0502
 OO0502.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO0502;SPC MN S     -   174,186.294   862,201.622   MT  1.00002773   +0 32 26.0
 OO0502;UTM  15      - 4,834,693.684   481,552.123   MT  0.99960419   -0 09 28.7
 OO0502
 OO0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0502!SPC MN S     -   0.99994397  x   1.00002773  =   0.99997170
 OO0502!UTM  15      -   0.99994397  x   0.99960419  =   0.99954818
 OO0502
 OO0502                          SUPERSEDED SURVEY CONTROL
 OO0502
 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: 15TVJ8155234694(NAD 83)
 OO0502_MARKER: DB = BENCH MARK DISK
 OO0502_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 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 = OCTOBER  6, 2006
 OO0497 ***********************************************************************
 OO0497  DESIGNATION -  2482 H
 OO0497  PID         -  OO0497
 OO0497  STATE/COUNTY-  MN/FREEBORN
 OO0497  USGS QUAD   -  HAYWARD (1982)
 OO0497
 OO0497                         *CURRENT SURVEY CONTROL
 OO0497  ___________________________________________________________________
 OO0497* NAD 83(1986)-  43 39 40.     (N)    093 11 54.     (W)     SCALED    
 OO0497* NAVD 88     -       390.278  (meters)    1280.44   (feet)  ADJUSTED  
 OO0497  ___________________________________________________________________
 OO0497  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 OO0497  DYNAMIC HT  -         390.197 (meters)    1280.17  (feet)  COMP
 OO0497  MODELED GRAV-     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
 OO0497.and adjusted by the National Geodetic Survey in June 1991..
 OO0497
 OO0497.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1565 ***********************************************************************
 OO1565  DESIGNATION -  2482 J
 OO1565  PID         -  OO1565
 OO1565  STATE/COUNTY-  MN/FREEBORN
 OO1565  USGS QUAD   -  HAYWARD (1982)
 OO1565
 OO1565                         *CURRENT SURVEY CONTROL
 OO1565  ___________________________________________________________________
 OO1565* NAD 83(1986)-  43 39 34.     (N)    093 10 07.     (W)     SCALED    
 OO1565* NAVD 88     -       388.392  (meters)    1274.25   (feet)  ADJUSTED  
 OO1565  ___________________________________________________________________
 OO1565  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 OO1565  DYNAMIC HT  -         388.315 (meters)    1274.00  (feet)  COMP
 OO1565  MODELED GRAV-     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
 OO1565.and adjusted by the National Geodetic Survey in June 1991..
 OO1565
 OO1565.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0495 ***********************************************************************
 OO0495  DESIGNATION -  2482 K
 OO0495  PID         -  OO0495
 OO0495  STATE/COUNTY-  MN/FREEBORN
 OO0495  USGS QUAD   -  HAYWARD (1982)
 OO0495
 OO0495                         *CURRENT SURVEY CONTROL
 OO0495  ___________________________________________________________________
 OO0495* NAD 83(1986)-  43 39 35.     (N)    093 07 39.     (W)     SCALED    
 OO0495* NAVD 88     -       384.213  (meters)    1260.54   (feet)  ADJUSTED  
 OO0495  ___________________________________________________________________
 OO0495  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 OO0495  DYNAMIC HT  -         384.141 (meters)    1260.30  (feet)  COMP
 OO0495  MODELED GRAV-     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
 OO0495.and adjusted by the National Geodetic Survey in June 1991..
 OO0495
 OO0495.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0495_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0491 ***********************************************************************
 OO0491  DESIGNATION -  2482 L
 OO0491  PID         -  OO0491
 OO0491  STATE/COUNTY-  MN/FREEBORN
 OO0491  USGS QUAD   -  AUSTIN WEST (1982)
 OO0491
 OO0491                         *CURRENT SURVEY CONTROL
 OO0491  ___________________________________________________________________
 OO0491* NAD 83(1986)-  43 39 35.     (N)    093 05 16.     (W)     SCALED    
 OO0491* NAVD 88     -       385.892  (meters)    1266.05   (feet)  ADJUSTED  
 OO0491  ___________________________________________________________________
 OO0491  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 OO0491  DYNAMIC HT  -         385.823 (meters)    1265.82  (feet)  COMP
 OO0491  MODELED GRAV-     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
 OO0491.and adjusted by the National Geodetic Survey in June 1991..
 OO0491
 OO0491.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO0281 ***********************************************************************
 QO0281  DESIGNATION -  25
 QO0281  PID         -  QO0281
 QO0281  STATE/COUNTY-  MN/CHISAGO
 QO0281  USGS QUAD   -  NORTH BRANCH (1983)
 QO0281
 QO0281                         *CURRENT SURVEY CONTROL
 QO0281  ___________________________________________________________________
 QO0281* NAD 83(1986)-  45 35 10.     (N)    092 58 30.     (W)     SCALED    
 QO0281* NAVD 88     -       273.510  (meters)     897.34   (feet)  ADJUSTED  
 QO0281  ___________________________________________________________________
 QO0281  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 QO0281  DYNAMIC HT  -         273.504 (meters)     897.32  (feet)  COMP
 QO0281  MODELED GRAV-     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
 QO0281.and adjusted by the National Geodetic Survey in June 1991..
 QO0281
 QO0281.The geoid height was determined by GEOID03.
 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_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0281_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0281_SP_SET: METAL PIPE DRIVEN INTO GROUND
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8692 ***********************************************************************
 DF8692  DESIGNATION -  25
 DF8692  PID         -  DF8692
 DF8692  STATE/COUNTY-  MN/KANABEC
 DF8692  USGS QUAD   -  ANN LAKE (1968)
 DF8692
 DF8692                         *CURRENT SURVEY CONTROL
 DF8692  ___________________________________________________________________
 DF8692* NAD 83(1996)-  45 59 17.80228(N)    093 25 56.09346(W)     ADJUSTED  
 DF8692* NAVD 88     -       366.0    (meters)    1201.     (feet)  GPS OBS   
 DF8692  ___________________________________________________________________
 DF8692  X           -    -265,784.469 (meters)                     COMP
 DF8692  Y           -  -4,431,529.304 (meters)                     COMP
 DF8692  Z           -   4,564,585.902 (meters)                     COMP
 DF8692  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 DF8692  ELLIP HEIGHT-         338.58  (meters)          (10/22/03) GPS OBS
 DF8692  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DF8692
 DF8692  HORZ ORDER  -  FIRST
 DF8692  ELLP ORDER  -  THIRD     CLASS II
 DF8692
 DF8692.The horizontal coordinates were established by GPS observations
 DF8692.and adjusted by the MN DEPT OF TRANSP in October 2003..
 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 DEFLEC99 derived deflections.
 DF8692
 DF8692.The ellipsoidal height was determined by GPS observations
 DF8692.and is referenced to NAD 83.
 DF8692
 DF8692.The geoid height was determined by GEOID03.
 DF8692
 DF8692;                    North         East     Units Scale Factor Converg.
 DF8692;SPC MN C     -   210,170.234   863,354.216   MT  0.99994023   +0 35 29.6
 DF8692;UTM  15      - 5,092,835.964   466,522.967   MT  0.99961378   -0 18 39.1
 DF8692
 DF8692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8692!SPC MN C     -   0.99994692  x   0.99994023  =   0.99988716
 DF8692!UTM  15      -   0.99994692  x   0.99961378  =   0.99956072
 DF8692
 DF8692                          SUPERSEDED SURVEY CONTROL
 DF8692
 DF8692.No superseded survey control is available for this station.
 DF8692
 DF8692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6652392836(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8692+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8692
 DF8692  HISTORY     - Date     Condition        Report By
 DF8692  HISTORY     - 2001     MONUMENTED       MN-065
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9858 ***********************************************************************
 AH9858  DESIGNATION -  25 CER
 AH9858  PID         -  AH9858
 AH9858  STATE/COUNTY-  MN/CLEARWATER
 AH9858  USGS QUAD   -  ZERKEL (1981)
 AH9858
 AH9858                         *CURRENT SURVEY CONTROL
 AH9858  ___________________________________________________________________
 AH9858* NAD 83(1986)-  47 18 39.     (N)    095 28 07.     (W)     SCALED    
 AH9858* NAVD 88     -       461.793  (meters)    1515.07   (feet)  ADJUSTED  
 AH9858  ___________________________________________________________________
 AH9858  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AH9858  DYNAMIC HT  -         461.828 (meters)    1515.18  (feet)  COMP
 AH9858  MODELED GRAV-     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
 AH9858.and adjusted by the National Geodetic Survey in June 2004..
 AH9858
 AH9858.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DH9185 ***********************************************************************
 DH9185  DESIGNATION -  25 DLS
 DH9185  PID         -  DH9185
 DH9185  STATE/COUNTY-  MN/ITASCA
 DH9185  USGS QUAD   -  JESSIE LAKE (1996)
 DH9185
 DH9185                         *CURRENT SURVEY CONTROL
 DH9185  ___________________________________________________________________
 DH9185* NAD 83(1986)-  47 33 25.     (N)    093 50 19.     (W)     SCALED    
 DH9185* NAVD 88     -       412.911  (meters)    1354.69   (feet)  ADJUSTED  
 DH9185  ___________________________________________________________________
 DH9185  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DH9185  DYNAMIC HT  -         412.971 (meters)    1354.89  (feet)  COMP
 DH9185  MODELED GRAV-     980,745.6   (mgal)                       NAVD 88
 DH9185
 DH9185  VERT ORDER  -  SECOND    CLASS I
 DH9185
 DH9185.The horizontal coordinates were scaled from a topographic map and have
 DH9185.an estimated accuracy of +/- 6 seconds.
 DH9185
 DH9185.The orthometric height was determined by differential leveling
 DH9185.and adjusted by the National Geodetic Survey in September 2006..
 DH9185.No vertical observational check was made to the station.
 DH9185
 DH9185.Photographs are available for this station.
 DH9185
 DH9185.The geoid height was determined by GEOID03.
 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     -   217,770.      744,420.      MT  (+/- 180 meters Scaled)
 DH9185
 DH9185                          SUPERSEDED SURVEY CONTROL
 DH9185
 DH9185.No superseded survey control is available for this station.
 DH9185
 DH9185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN369673(NAD 83)
 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 = OCTOBER  6, 2006
 DF6833 ***********************************************************************
 DF6833  DESIGNATION -  25 DWB
 DF6833  PID         -  DF6833
 DF6833  STATE/COUNTY-  MN/WATONWAN
 DF6833  USGS QUAD   -  ST JAMES SE (1970)
 DF6833
 DF6833                         *CURRENT SURVEY CONTROL
 DF6833  ___________________________________________________________________
 DF6833* NAD 83(1996)-  43 51 14.07781(N)    094 37 11.08146(W)     ADJUSTED  
 DF6833* NAVD 88     -       354.3    (meters)    1162.     (feet)  GPS OBS   
 DF6833  ___________________________________________________________________
 DF6833  X           -    -371,056.742 (meters)                     COMP
 DF6833  Y           -  -4,592,005.506 (meters)                     COMP
 DF6833  Z           -   4,396,627.086 (meters)                     COMP
 DF6833  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 DF6833  ELLIP HEIGHT-         326.56  (meters)          (08/01/03) GPS OBS
 DF6833  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DF6833
 DF6833  HORZ ORDER  -  FIRST
 DF6833  ELLP ORDER  -  THIRD     CLASS I
 DF6833
 DF6833.The horizontal coordinates were established by GPS observations
 DF6833.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6833
 DF6833.The orthometric height was determined by GPS observations and a
 DF6833.high-resolution geoid model.
 DF6833
 DF6833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6833
 DF6833.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6833
 DF6833.The ellipsoidal height was determined by GPS observations
 DF6833.and is referenced to NAD 83.
 DF6833
 DF6833.The geoid height was determined by GEOID03.
 DF6833
 DF6833;                    North         East     Units Scale Factor Converg.
 DF6833;SPC MN S     -   195,069.242   750,172.023   MT  0.99998545   -0 26 03.8
 DF6833;UTM  15      - 4,856,922.242   369,819.458   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.No superseded survey control is available for this station.
 DF6833
 DF6833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6981956922(NAD 83)
 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 = OCTOBER  6, 2006
 DH3129 ***********************************************************************
 DH3129  DESIGNATION -  25 DWB
 DH3129  PID         -  DH3129
 DH3129  STATE/COUNTY-  MN/PIPESTONE
 DH3129  USGS QUAD   -  HOLLAND (1967)
 DH3129
 DH3129                         *CURRENT SURVEY CONTROL
 DH3129  ___________________________________________________________________
 DH3129* NAD 83(1996)-  44 06 36.31778(N)    096 12 08.27399(W)     ADJUSTED  
 DH3129* NAVD 88     -       544.0    (meters)    1785.     (feet)  GPS OBS   
 DH3129  ___________________________________________________________________
 DH3129  X           -    -495,612.981 (meters)                     COMP
 DH3129  Y           -  -4,560,491.181 (meters)                     COMP
 DH3129  Z           -   4,417,243.160 (meters)                     COMP
 DH3129  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DH3129  ELLIP HEIGHT-         518.01  (meters)          (04/27/05) GPS OBS
 DH3129  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 DH3129
 DH3129  HORZ ORDER  -  FIRST
 DH3129  ELLP ORDER  -  THIRD     CLASS II
 DH3129
 DH3129.The horizontal coordinates were established by GPS observations
 DH3129.and adjusted by the MN DEPT OF TRANSP in April 2005..
 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 DEFLEC99 derived deflections.
 DH3129
 DH3129.The ellipsoidal height was determined by GPS observations
 DH3129.and is referenced to NAD 83.
 DH3129
 DH3129.The geoid height was determined by GEOID03.
 DH3129
 DH3129;                    North         East     Units Scale Factor Converg.
 DH3129;SPC MN S     -   225,718.510   623,719.954   MT  0.99994524   -1 32 37.1
 DH3129;UTM  14      - 4,887,906.455   723,890.975   MT  1.00021655   +1 56 53.2
 DH3129
 DH3129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3129!SPC MN S     -   0.99991878  x   0.99994524  =   0.99986403
 DH3129!UTM  14      -   0.99991878  x   1.00021655  =   1.00013531
 DH3129
 DH3129                          SUPERSEDED SURVEY CONTROL
 DH3129
 DH3129.No superseded survey control is available for this station.
 DH3129
 DH3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2389187906(NAD 83)
 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 = OCTOBER  6, 2006
 PQ0558 ***********************************************************************
 PQ0558  DESIGNATION -  25 LMT
 PQ0558  PID         -  PQ0558
 PQ0558  STATE/COUNTY-  MN/YELLOW MEDICINE
 PQ0558  USGS QUAD   -  HAZEL RUN (1965)
 PQ0558
 PQ0558                         *CURRENT SURVEY CONTROL
 PQ0558  ___________________________________________________________________
 PQ0558* NAD 83(1986)-  44 51 36.     (N)    095 37 53.     (W)     SCALED    
 PQ0558* NAVD 88     -       286.868  (meters)     941.17   (feet)  ADJUSTED  
 PQ0558  ___________________________________________________________________
 PQ0558  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 PQ0558  DYNAMIC HT  -         286.846 (meters)     941.09  (feet)  COMP
 PQ0558  MODELED GRAV-     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
 PQ0558.and adjusted by the National Geodetic Survey in February 2000..
 PQ0558
 PQ0558.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 OO0431 ***********************************************************************
 OO0431  DESIGNATION -  25 LMT
 OO0431  PID         -  OO0431
 OO0431  STATE/COUNTY-  MN/MOWER
 OO0431  USGS QUAD   -  DEXTER (1965)
 OO0431
 OO0431                         *CURRENT SURVEY CONTROL
 OO0431  ___________________________________________________________________
 OO0431* NAD 83(1986)-  43 40 23.     (N)    092 44 59.     (W)     SCALED    
 OO0431* NAVD 88     -       398.359  (meters)    1306.95   (feet)  ADJUSTED  
 OO0431  ___________________________________________________________________
 OO0431  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 OO0431  DYNAMIC HT  -         398.264 (meters)    1306.64  (feet)  COMP
 OO0431  MODELED GRAV-     980,368.8   (mgal)                       NAVD 88
 OO0431
 OO0431  VERT ORDER  -  SECOND    CLASS 0
 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
 OO0431.and adjusted by the National Geodetic Survey in June 1991..
 OO0431
 OO0431.The geoid height was determined by GEOID03.
 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.      900,830.      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: 15TWJ201355(NAD 83)
 OO0431_MARKER: DD = SURVEY DISK
 OO0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0431_SP_SET: MONUMENT
 OO0431_STAMPING: 25 LMT - 1907 - 1963
 OO0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0431
 OO0431  HISTORY     - Date     Condition        Report By
 OO0431  HISTORY     - 1963     MONUMENTED       MNDT
 OO0431  HISTORY     - 1970     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7965 ***********************************************************************
 DH7965  DESIGNATION -  25 TPA
 DH7965  PID         -  DH7965
 DH7965  STATE/COUNTY-  MN/BELTRAMI
 DH7965  USGS QUAD   -  RED LAKE (1972)
 DH7965
 DH7965                         *CURRENT SURVEY CONTROL
 DH7965  ___________________________________________________________________
 DH7965* NAD 83(1986)-  47 45 37.     (N)    095 05 12.     (W)     SCALED    
 DH7965* NAVD 88     -       403.300  (meters)    1323.16   (feet)  ADJUSTED  
 DH7965  ___________________________________________________________________
 DH7965  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DH7965  DYNAMIC HT  -         403.358 (meters)    1323.35  (feet)  COMP
 DH7965  MODELED GRAV-     980,744.9   (mgal)                       NAVD 88
 DH7965
 DH7965  VERT ORDER  -  SECOND    CLASS I
 DH7965
 DH7965.The horizontal coordinates were scaled from a topographic map and have
 DH7965.an estimated accuracy of +/- 6 seconds.
 DH7965
 DH7965.The orthometric height was determined by differential leveling
 DH7965.and adjusted by the National Geodetic Survey in March 2006..
 DH7965.No vertical observational check was made to the station.
 DH7965
 DH7965.The geoid height was determined by GEOID03.
 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     -   242,020.      651,090.      MT  (+/- 180 meters Scaled)
 DH7965
 DH7965                          SUPERSEDED SURVEY CONTROL
 DH7965
 DH7965.No superseded survey control is available for this station.
 DH7965
 DH7965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN436917(NAD 83)
 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 = OCTOBER  6, 2006
 PP3390 ***********************************************************************
 PP3390  DESIGNATION -  2504 A
 PP3390  PID         -  PP3390
 PP3390  STATE/COUNTY-  MN/GOODHUE
 PP3390  USGS QUAD   -  CANNON FALLS (1974)
 PP3390
 PP3390                         *CURRENT SURVEY CONTROL
 PP3390  ___________________________________________________________________
 PP3390* NAD 83(1986)-  44 30 29.     (N)    092 54 27.     (W)     SCALED    
 PP3390* NAVD 88     -       253.597  (meters)     832.01   (feet)  ADJUSTED  
 PP3390  ___________________________________________________________________
 PP3390  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 PP3390  DYNAMIC HT  -         253.561 (meters)     831.89  (feet)  COMP
 PP3390  MODELED GRAV-     980,467.0   (mgal)                       NAVD 88
 PP3390
 PP3390  VERT ORDER  -  SECOND    CLASS I
 PP3390
 PP3390.The horizontal coordinates were scaled from a topographic map and have
 PP3390.an estimated accuracy of +/- 6 seconds.
 PP3390
 PP3390.The orthometric height was determined by differential leveling
 PP3390.and adjusted by the National Geodetic Survey in June 1995..
 PP3390
 PP3390.The geoid height was determined by GEOID03.
 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     -   268,140.      886,870.      MT  (+/- 180 meters Scaled)
 PP3390
 PP3390                          SUPERSEDED SURVEY CONTROL
 PP3390
 PP3390.No superseded survey control is available for this station.
 PP3390
 PP3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK073283(NAD 83)
 PP3390_MARKER: DV = VERTICAL CONTROL DISK
 PP3390_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3390_SP_SET: BRIDGE RAILING
 PP3390_STAMPING: 2504 A 1988
 PP3390_MARK LOGO: MNDT  
 PP3390_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3390+STABILITY: SURFACE MOTION
 PP3390
 PP3390  HISTORY     - Date     Condition        Report By
 PP3390  HISTORY     - 1988     MONUMENTED       MNDT
 PP3390  HISTORY     - 20010915 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3393 ***********************************************************************
 PP3393  DESIGNATION -  2504 D
 PP3393  PID         -  PP3393
 PP3393  STATE/COUNTY-  MN/GOODHUE
 PP3393  USGS QUAD   -  CANNON FALLS (1974)
 PP3393
 PP3393                         *CURRENT SURVEY CONTROL
 PP3393  ___________________________________________________________________
 PP3393* NAD 83(1986)-  44 31 56.     (N)    092 54 40.     (W)     SCALED    
 PP3393* NAVD 88     -       269.057  (meters)     882.73   (feet)  ADJUSTED  
 PP3393  ___________________________________________________________________
 PP3393  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 PP3393  DYNAMIC HT  -         269.019 (meters)     882.61  (feet)  COMP
 PP3393  MODELED GRAV-     980,469.7   (mgal)                       NAVD 88
 PP3393
 PP3393  VERT ORDER  -  SECOND    CLASS I
 PP3393
 PP3393.The horizontal coordinates were scaled from a topographic map and have
 PP3393.an estimated accuracy of +/- 6 seconds.
 PP3393
 PP3393.The orthometric height was determined by differential leveling
 PP3393.and adjusted by the National Geodetic Survey in June 1995..
 PP3393
 PP3393.The geoid height was determined by GEOID03.
 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     -   270,820.      886,540.      MT  (+/- 180 meters Scaled)
 PP3393
 PP3393                          SUPERSEDED SURVEY CONTROL
 PP3393
 PP3393.No superseded survey control is available for this station.
 PP3393
 PP3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK070309(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3393
 PP3393  HISTORY     - Date     Condition        Report By
 PP3393  HISTORY     - 1988     MONUMENTED       MNDT
 PP3393  HISTORY     - 20010915 MARK NOT FOUND   USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3394 ***********************************************************************
 PP3394  DESIGNATION -  2504 E
 PP3394  PID         -  PP3394
 PP3394  STATE/COUNTY-  MN/DAKOTA
 PP3394  USGS QUAD   -  CANNON FALLS (1974)
 PP3394
 PP3394                         *CURRENT SURVEY CONTROL
 PP3394  ___________________________________________________________________
 PP3394* NAD 83(1986)-  44 32 18.     (N)    092 54 03.     (W)     SCALED    
 PP3394* NAVD 88     -       264.991  (meters)     869.39   (feet)  ADJUSTED  
 PP3394  ___________________________________________________________________
 PP3394  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 PP3394  DYNAMIC HT  -         264.953 (meters)     869.27  (feet)  COMP
 PP3394  MODELED GRAV-     980,468.9   (mgal)                       NAVD 88
 PP3394
 PP3394  VERT ORDER  -  SECOND    CLASS I
 PP3394
 PP3394.The horizontal coordinates were scaled from a topographic map and have
 PP3394.an estimated accuracy of +/- 6 seconds.
 PP3394
 PP3394.The orthometric height was determined by differential leveling
 PP3394.and adjusted by the National Geodetic Survey in June 1995..
 PP3394
 PP3394.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PP3394;SPC MN S     -   271,510.      887,350.      MT  (+/- 180 meters Scaled)
 PP3394
 PP3394                          SUPERSEDED SURVEY CONTROL
 PP3394
 PP3394.No superseded survey control is available for this station.
 PP3394
 PP3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK078316(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3394
 PP3394  HISTORY     - Date     Condition        Report By
 PP3394  HISTORY     - 1988     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3395 ***********************************************************************
 PP3395  DESIGNATION -  2504 F
 PP3395  PID         -  PP3395
 PP3395  STATE/COUNTY-  MN/GOODHUE
 PP3395  USGS QUAD   -  CANNON FALLS (1974)
 PP3395
 PP3395                         *CURRENT SURVEY CONTROL
 PP3395  ___________________________________________________________________
 PP3395* NAD 83(1986)-  44 32 35.     (N)    092 53 32.     (W)     SCALED    
 PP3395* NAVD 88     -       265.641  (meters)     871.52   (feet)  ADJUSTED  
 PP3395  ___________________________________________________________________
 PP3395  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 PP3395  DYNAMIC HT  -         265.603 (meters)     871.40  (feet)  COMP
 PP3395  MODELED GRAV-     980,468.2   (mgal)                       NAVD 88
 PP3395
 PP3395  VERT ORDER  -  SECOND    CLASS I
 PP3395
 PP3395.The horizontal coordinates were scaled from a topographic map and have
 PP3395.an estimated accuracy of +/- 6 seconds.
 PP3395
 PP3395.The orthometric height was determined by differential leveling
 PP3395.and adjusted by the National Geodetic Survey in June 1995..
 PP3395
 PP3395.The geoid height was determined by GEOID03.
 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     -   272,050.      888,030.      MT  (+/- 180 meters Scaled)
 PP3395
 PP3395                          SUPERSEDED SURVEY CONTROL
 PP3395
 PP3395.No superseded survey control is available for this station.
 PP3395
 PP3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK085321(NAD 83)
 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_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 15, 2001
 PP3395
 PP3395  HISTORY     - Date     Condition        Report By
 PP3395  HISTORY     - 1988     MONUMENTED       MNDT
 PP3395  HISTORY     - 20010915 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0359 ***********************************************************************
 PP0359  DESIGNATION -  2505 A
 PP0359  PID         -  PP0359
 PP0359  STATE/COUNTY-  MN/GOODHUE
 PP0359  USGS QUAD   -  ZUMBROTA (1968)
 PP0359
 PP0359                         *CURRENT SURVEY CONTROL
 PP0359  ___________________________________________________________________
 PP0359* NAD 83(1986)-  44 16 54.     (N)    092 40 10.     (W)     SCALED    
 PP0359* NAVD 88     -       321.036  (meters)    1053.27   (feet)  ADJUSTED  
 PP0359  ___________________________________________________________________
 PP0359  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 PP0359  DYNAMIC HT  -         320.977 (meters)    1053.07  (feet)  COMP
 PP0359  MODELED GRAV-     980,426.2   (mgal)                       NAVD 88
 PP0359
 PP0359  VERT ORDER  -  SECOND    CLASS 0
 PP0359
 PP0359.The horizontal coordinates were scaled from a topographic map and have
 PP0359.an estimated accuracy of +/- 6 seconds.
 PP0359
 PP0359.The orthometric height was determined by differential leveling
 PP0359.and adjusted by the National Geodetic Survey in June 1991..
 PP0359
 PP0359.The geoid height was determined by GEOID03.
 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     -   243,270.      906,200.      MT  (+/- 180 meters Scaled)
 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: 15TWK263032(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0359+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0358 ***********************************************************************
 PP0358  DESIGNATION -  2505 B
 PP0358  PID         -  PP0358
 PP0358  STATE/COUNTY-  MN/GOODHUE
 PP0358  USGS QUAD   -  ZUMBROTA (1968)
 PP0358
 PP0358                         *CURRENT SURVEY CONTROL
 PP0358  ___________________________________________________________________
 PP0358* NAD 83(1986)-  44 16 41.     (N)    092 39 50.     (W)     SCALED    
 PP0358* NAVD 88     -       334.061  (meters)    1096.00   (feet)  ADJUSTED  
 PP0358  ___________________________________________________________________
 PP0358  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 PP0358  DYNAMIC HT  -         334.000 (meters)    1095.80  (feet)  COMP
 PP0358  MODELED GRAV-     980,426.5   (mgal)                       NAVD 88
 PP0358
 PP0358  VERT ORDER  -  SECOND    CLASS 0
 PP0358
 PP0358.The horizontal coordinates were scaled from a topographic map and have
 PP0358.an estimated accuracy of +/- 6 seconds.
 PP0358
 PP0358.The orthometric height was determined by differential leveling
 PP0358.and adjusted by the National Geodetic Survey in June 1995..
 PP0358
 PP0358.The geoid height was determined by GEOID03.
 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     -   242,880.      906,650.      MT  (+/- 180 meters Scaled)
 PP0358
 PP0358                          SUPERSEDED SURVEY CONTROL
 PP0358
 PP0358  NAVD 88 (06/15/91)  334.029  (m)         1095.89   (f) UNKNOWN     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: 15TWK268028(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0357 ***********************************************************************
 PP0357  DESIGNATION -  2505 C
 PP0357  PID         -  PP0357
 PP0357  STATE/COUNTY-  MN/GOODHUE
 PP0357  USGS QUAD   -  ZUMBROTA (1968)
 PP0357
 PP0357                         *CURRENT SURVEY CONTROL
 PP0357  ___________________________________________________________________
 PP0357* NAD 83(1986)-  44 16 32.     (N)    092 39 33.     (W)     SCALED    
 PP0357* NAVD 88     -       341.235  (meters)    1119.54   (feet)  ADJUSTED  
 PP0357  ___________________________________________________________________
 PP0357  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 PP0357  DYNAMIC HT  -         341.173 (meters)    1119.33  (feet)  COMP
 PP0357  MODELED GRAV-     980,426.8   (mgal)                       NAVD 88
 PP0357
 PP0357  VERT ORDER  -  SECOND    CLASS 0
 PP0357
 PP0357.The horizontal coordinates were scaled from a topographic map and have
 PP0357.an estimated accuracy of +/- 6 seconds.
 PP0357
 PP0357.The orthometric height was determined by differential leveling
 PP0357.and adjusted by the National Geodetic Survey in June 1991..
 PP0357
 PP0357.The geoid height was determined by GEOID03.
 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     -   242,610.      907,030.      MT  (+/- 180 meters Scaled)
 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: 15TWK271025(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0356 ***********************************************************************
 PP0356  DESIGNATION -  2505 D
 PP0356  PID         -  PP0356
 PP0356  STATE/COUNTY-  MN/GOODHUE
 PP0356  USGS QUAD   -  ZUMBROTA (1968)
 PP0356
 PP0356                         *CURRENT SURVEY CONTROL
 PP0356  ___________________________________________________________________
 PP0356* NAD 83(1986)-  44 16 17.     (N)    092 39 17.     (W)     SCALED    
 PP0356* NAVD 88     -       333.416  (meters)    1093.88   (feet)  ADJUSTED  
 PP0356  ___________________________________________________________________
 PP0356  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 PP0356  DYNAMIC HT  -         333.355 (meters)    1093.68  (feet)  COMP
 PP0356  MODELED GRAV-     980,427.0   (mgal)                       NAVD 88
 PP0356
 PP0356  VERT ORDER  -  SECOND    CLASS 0
 PP0356
 PP0356.The horizontal coordinates were scaled from a topographic map and have
 PP0356.an estimated accuracy of +/- 6 seconds.
 PP0356
 PP0356.The orthometric height was determined by differential leveling
 PP0356.and adjusted by the National Geodetic Survey in June 1991..
 PP0356
 PP0356.The geoid height was determined by GEOID03.
 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     -   242,150.      907,390.      MT  (+/- 180 meters Scaled)
 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: 15TWK275020(NAD 83)
 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_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 - October 07, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0355 ***********************************************************************
 PP0355  DESIGNATION -  2505 E
 PP0355  PID         -  PP0355
 PP0355  STATE/COUNTY-  MN/GOODHUE
 PP0355  USGS QUAD   -  ZUMBROTA (1968)
 PP0355
 PP0355                         *CURRENT SURVEY CONTROL
 PP0355  ___________________________________________________________________
 PP0355* NAD 83(1986)-  44 16 00.     (N)    092 39 05.     (W)     SCALED    
 PP0355* NAVD 88     -       341.822  (meters)    1121.46   (feet)  ADJUSTED  
 PP0355  ___________________________________________________________________
 PP0355  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 PP0355  DYNAMIC HT  -         341.759 (meters)    1121.25  (feet)  COMP
 PP0355  MODELED GRAV-     980,427.0   (mgal)                       NAVD 88
 PP0355
 PP0355  VERT ORDER  -  SECOND    CLASS 0
 PP0355
 PP0355.The horizontal coordinates were scaled from a topographic map and have
 PP0355.an estimated accuracy of +/- 6 seconds.
 PP0355
 PP0355.The orthometric height was determined by differential leveling
 PP0355.and adjusted by the National Geodetic Survey in June 1991..
 PP0355
 PP0355.The geoid height was determined by GEOID03.
 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     -   241,630.      907,670.      MT  (+/- 180 meters Scaled)
 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: 15TWK278015(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0355+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0354 ***********************************************************************
 PP0354  DESIGNATION -  2505 F
 PP0354  PID         -  PP0354
 PP0354  STATE/COUNTY-  MN/GOODHUE
 PP0354  USGS QUAD   -  ZUMBROTA (1968)
 PP0354
 PP0354                         *CURRENT SURVEY CONTROL
 PP0354  ___________________________________________________________________
 PP0354* NAD 83(1986)-  44 15 48.     (N)    092 39 00.     (W)     SCALED    
 PP0354* NAVD 88     -       348.297  (meters)    1142.70   (feet)  ADJUSTED  
 PP0354  ___________________________________________________________________
 PP0354  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 PP0354  DYNAMIC HT  -         348.234 (meters)    1142.50  (feet)  COMP
 PP0354  MODELED GRAV-     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
 PP0354.and adjusted by the National Geodetic Survey in June 1991..
 PP0354
 PP0354.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0352 ***********************************************************************
 PP0352  DESIGNATION -  2505 G 1
 PP0352  PID         -  PP0352
 PP0352  STATE/COUNTY-  MN/GOODHUE
 PP0352  USGS QUAD   -  PINE ISLAND (1965)
 PP0352
 PP0352                         *CURRENT SURVEY CONTROL
 PP0352  ___________________________________________________________________
 PP0352* NAD 83(1986)-  44 14 57.     (N)    092 39 03.     (W)     SCALED    
 PP0352* NAVD 88     -       343.428  (meters)    1126.73   (feet)  ADJUSTED  
 PP0352  ___________________________________________________________________
 PP0352  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 PP0352  DYNAMIC HT  -         343.365 (meters)    1126.52  (feet)  COMP
 PP0352  MODELED GRAV-     980,425.6   (mgal)                       NAVD 88
 PP0352
 PP0352  VERT ORDER  -  SECOND    CLASS 0
 PP0352
 PP0352.The horizontal coordinates were scaled from a topographic map and have
 PP0352.an estimated accuracy of +/- 6 seconds.
 PP0352
 PP0352.The orthometric height was determined by differential leveling
 PP0352.and adjusted by the National Geodetic Survey in June 1991..
 PP0352
 PP0352.The geoid height was determined by GEOID03.
 PP0352
 PP0352.The dynamic height is computed by dividing the NAVD 88
 PP0352.geopotential number by the normal gravity value computed on the
 PP0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0352.degrees latitude (g = 980.6199 gals.).
 PP0352
 PP0352.The modeled gravity was interpolated from observed gravity values.
 PP0352
 PP0352;                    North         East    Units  Estimated Accuracy
 PP0352;SPC MN S     -   239,690.      907,750.      MT  (+/- 180 meters Scaled)
 PP0352
 PP0352                          SUPERSEDED SURVEY CONTROL
 PP0352
 PP0352  NGVD 29 (??/??/92)  343.388  (m)         1126.60   (f) ADJ UNCH    2 0
 PP0352
 PP0352.Superseded values are not recommended for survey control.
 PP0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0352.See file dsdata.txt to determine how the superseded data were derived.
 PP0352
 PP0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ278996(NAD 83)
 PP0352_MARKER: DD = SURVEY DISK
 PP0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0352_SP_SET: CULVERT
 PP0352_STAMPING: 2505 G1 1972
 PP0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0352
 PP0352  HISTORY     - Date     Condition        Report By
 PP0352  HISTORY     - 1972     MONUMENTED       MNDT
 PP0352  HISTORY     - 20010915 MARK NOT FOUND   USPSQD
 PP0352
 PP0352                          STATION DESCRIPTION
 PP0352
 PP0352'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0352'3.3 MI N FROM PINE ISLAND.
 PP0352'MARK IS LOCATED 0.7 MILES NORTH ALONG COUNTY ROAD 3 FROM THE JUNCTION
 PP0352'OF COUNTY ROAD 3 AND COUNTY ROAD 11 IN PINE ISLAND, THENCE 2.6 MILES
 PP0352'NORTH ALONG T.H. 52, 50 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND
 PP0352'LANE OF T.H. 52 AT MILE POINT 74.7 (STA. 1313+08), 92 FEET NORTH OF A
 PP0352'SECTIONAL CONCRETE CULVERT, 57 FEET NORTHEAST OF A FENCE CORNER, IN
 PP0352'THE SOUTHWEST CORNER OF A BOX CULVERT 8 FEET BELOW THE LEVEL OF THE
 PP0352'ROADWAY.  NE 1/4 SECTION 15, T 109N, R 15W.  NOTE-- THIS MARK IS ALSO
 PP0352'3 MILES SOUTHEAST OF ZUMBROTA.
 PP0352
 PP0352                          STATION RECOVERY (2001)
 PP0352
 PP0352'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEH)
 PP0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3567 ***********************************************************************
 PP3567  DESIGNATION -  2505 G 2 RESET
 PP3567  PID         -  PP3567
 PP3567  STATE/COUNTY-  MN/GOODHUE
 PP3567  USGS QUAD   -  PINE ISLAND (1965)
 PP3567
 PP3567                         *CURRENT SURVEY CONTROL
 PP3567  ___________________________________________________________________
 PP3567* NAD 83(1986)-  44 14 18.     (N)    092 39 01.     (W)     SCALED    
 PP3567* NAVD 88     -       325.63   (meters)    1068.3    (feet)  RESET     
 PP3567  ___________________________________________________________________
 PP3567  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 PP3567
 PP3567  VERT ORDER  -  THIRD
 PP3567
 PP3567.The horizontal coordinates were scaled from a topographic map and have
 PP3567.an estimated accuracy of +/- 6 seconds.
 PP3567
 PP3567.The orthometric height was computed from unverified reset data.
 PP3567.No vertical observational check was made to the station.
 PP3567
 PP3567.The geoid height was determined by GEOID03.
 PP3567
 PP3567;                    North         East    Units  Estimated Accuracy
 PP3567;SPC MN S     -   238,480.      907,810.      MT  (+/- 180 meters Scaled)
 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: 15TWJ279984(NAD 83)
 PP3567_MARKER: DD = SURVEY DISK
 PP3567_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3567_SP_SET: CULVERT HEADWALL
 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
 PP3567  HISTORY     - Date     Condition        Report By
 PP3567  HISTORY     - 1987     MONUMENTED       MNDT
 PP3567  HISTORY     - 20010915 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0353 ***********************************************************************
 PP0353  DESIGNATION -  2505 G 3
 PP0353  PID         -  PP0353
 PP0353  STATE/COUNTY-  MN/GOODHUE
 PP0353  USGS QUAD   -  ZUMBROTA (1968)
 PP0353
 PP0353                         *CURRENT SURVEY CONTROL
 PP0353  ___________________________________________________________________
 PP0353* NAD 83(1986)-  44 15 32.     (N)    092 39 01.     (W)     SCALED    
 PP0353* NAVD 88     -       358.007  (meters)    1174.56   (feet)  ADJUSTED  
 PP0353  ___________________________________________________________________
 PP0353  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 PP0353  DYNAMIC HT  -         357.942 (meters)    1174.35  (feet)  COMP
 PP0353  MODELED GRAV-     980,426.6   (mgal)                       NAVD 88
 PP0353
 PP0353  VERT ORDER  -  SECOND    CLASS 0
 PP0353
 PP0353.The horizontal coordinates were scaled from a topographic map and have
 PP0353.an estimated accuracy of +/- 6 seconds.
 PP0353
 PP0353.The orthometric height was determined by differential leveling
 PP0353.and adjusted by the National Geodetic Survey in June 1991..
 PP0353
 PP0353.The geoid height was determined by GEOID03.
 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     -   240,770.      907,770.      MT  (+/- 180 meters Scaled)
 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: 15TWK279006(NAD 83)
 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 G3 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0351 ***********************************************************************
 PP0351  DESIGNATION -  2505 G 4
 PP0351  PID         -  PP0351
 PP0351  STATE/COUNTY-  MN/GOODHUE
 PP0351  USGS QUAD   -  PINE ISLAND (1965)
 PP0351
 PP0351                         *CURRENT SURVEY CONTROL
 PP0351  ___________________________________________________________________
 PP0351* NAD 83(1996)-  44 14 41.38028(N)    092 39 03.56828(W)     ADJUSTED  
 PP0351* NAVD 88     -       337.789  (meters)    1108.23   (feet)  ADJUSTED  
 PP0351  ___________________________________________________________________
 PP0351  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 PP0351  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 PP0351  DYNAMIC HT  -         337.727 (meters)    1108.03  (feet)  COMP
 PP0351  MODELED GRAV-     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.No horizontal observational check was made to the station.
 PP0351
 PP0351.The orthometric height was determined by differential leveling
 PP0351.and adjusted by the National Geodetic Survey in June 1991..
 PP0351
 PP0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP0351
 PP0351.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP0351;SPC MN S     -   239,203.521   907,740.729   MT  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     -   0.99995172  x   0.99993202  =   0.99988374
 PP0351!UTM  15      -   0.99995172  x   0.99960955  =   0.99956129
 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_MARKER: DD = SURVEY DISK
 PP0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0351_STAMPING: 2505 G4 1972
 PP0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0351+STABILITY: SURFACE MOTION
 PP0351
 PP0351  HISTORY     - Date     Condition        Report By
 PP0351  HISTORY     - 1972     MONUMENTED       MNDT
 PP0351  HISTORY     - 20010915 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0347 ***********************************************************************
 PP0347  DESIGNATION -  2505 H
 PP0347  PID         -  PP0347
 PP0347  STATE/COUNTY-  MN/GOODHUE
 PP0347  USGS QUAD   -  PINE ISLAND (1965)
 PP0347
 PP0347                         *CURRENT SURVEY CONTROL
 PP0347  ___________________________________________________________________
 PP0347* NAD 83(1986)-  44 13 26.     (N)    092 39 01.     (W)     SCALED    
 PP0347* NAVD 88     -       316.330  (meters)    1037.83   (feet)  ADJUSTED  
 PP0347  ___________________________________________________________________
 PP0347  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 PP0347  DYNAMIC HT  -         316.271 (meters)    1037.63  (feet)  COMP
 PP0347  MODELED GRAV-     980,422.8   (mgal)                       NAVD 88
 PP0347
 PP0347  VERT ORDER  -  SECOND    CLASS 0
 PP0347
 PP0347.The horizontal coordinates were scaled from a topographic map and have
 PP0347.an estimated accuracy of +/- 6 seconds.
 PP0347
 PP0347.The orthometric height was determined by differential leveling
 PP0347.and adjusted by the National Geodetic Survey in June 1991..
 PP0347
 PP0347.The geoid height was determined by GEOID03.
 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     -   236,880.      907,840.      MT  (+/- 180 meters Scaled)
 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: 15TWJ279968(NAD 83)
 PP0347_MARKER: DD = SURVEY DISK
 PP0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0347_SP_SET: CULVERT
 PP0347_STAMPING: 2505 H 1961 1037
 PP0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0347
 PP0347  HISTORY     - Date     Condition        Report By
 PP0347  HISTORY     - 1961     MONUMENTED       MNDT
 PP0347  HISTORY     - 1972     GOOD             MNDT
 PP0347  HISTORY     - 20010915 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0348 ***********************************************************************
 PP0348  DESIGNATION -  2505 H 2
 PP0348  PID         -  PP0348
 PP0348  STATE/COUNTY-  MN/GOODHUE
 PP0348  USGS QUAD   -  PINE ISLAND (1965)
 PP0348
 PP0348                         *CURRENT SURVEY CONTROL
 PP0348  ___________________________________________________________________
 PP0348* NAD 83(1986)-  44 13 47.     (N)    092 39 01.     (W)     SCALED    
 PP0348* NAVD 88     -       332.228  (meters)    1089.98   (feet)  ADJUSTED  
 PP0348  ___________________________________________________________________
 PP0348  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 PP0348  DYNAMIC HT  -         332.166 (meters)    1089.78  (feet)  COMP
 PP0348  MODELED GRAV-     980,423.5   (mgal)                       NAVD 88
 PP0348
 PP0348  VERT ORDER  -  SECOND    CLASS 0
 PP0348
 PP0348.The horizontal coordinates were scaled from a topographic map and have
 PP0348.an estimated accuracy of +/- 6 seconds.
 PP0348
 PP0348.The orthometric height was determined by differential leveling
 PP0348.and adjusted by the National Geodetic Survey in June 1991..
 PP0348
 PP0348.The geoid height was determined by GEOID03.
 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     -   237,530.      907,830.      MT  (+/- 180 meters Scaled)
 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: 15TWJ279974(NAD 83)
 PP0348_MARKER: DD = SURVEY DISK
 PP0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0348_STAMPING: 2505 H2 1972
 PP0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0348+STABILITY: SURFACE MOTION
 PP0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0348+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP0348
 PP0348  HISTORY     - Date     Condition        Report By
 PP0348  HISTORY     - 1972     MONUMENTED       MNDT
 PP0348  HISTORY     - 20020921 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0349 ***********************************************************************
 PP0349  DESIGNATION -  2505 H 3
 PP0349  PID         -  PP0349
 PP0349  STATE/COUNTY-  MN/GOODHUE
 PP0349  USGS QUAD   -  PINE ISLAND (1965)
 PP0349
 PP0349                         *CURRENT SURVEY CONTROL
 PP0349  ___________________________________________________________________
 PP0349* NAD 83(1986)-  44 14 03.     (N)    092 39 03.     (W)     SCALED    
 PP0349* NAVD 88     -       330.173  (meters)    1083.24   (feet)  ADJUSTED  
 PP0349  ___________________________________________________________________
 PP0349  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 PP0349  DYNAMIC HT  -         330.112 (meters)    1083.04  (feet)  COMP
 PP0349  MODELED GRAV-     980,424.0   (mgal)                       NAVD 88
 PP0349
 PP0349  VERT ORDER  -  SECOND    CLASS 0
 PP0349
 PP0349.The horizontal coordinates were scaled from a topographic map and have
 PP0349.an estimated accuracy of +/- 6 seconds.
 PP0349
 PP0349.The orthometric height was determined by differential leveling
 PP0349.and adjusted by the National Geodetic Survey in June 1991..
 PP0349
 PP0349.The geoid height was determined by GEOID03.
 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     -   238,020.      907,770.      MT  (+/- 180 meters Scaled)
 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: 15TWJ278979(NAD 83)
 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 H3 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 - September 21, 2002
 PP0349
 PP0349  HISTORY     - Date     Condition        Report By
 PP0349  HISTORY     - 1972     MONUMENTED       MNDT
 PP0349  HISTORY     - 20020921 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0346 ***********************************************************************
 PP0346  DESIGNATION -  2505 H 4
 PP0346  PID         -  PP0346
 PP0346  STATE/COUNTY-  MN/GOODHUE
 PP0346  USGS QUAD   -  PINE ISLAND (1965)
 PP0346
 PP0346                         *CURRENT SURVEY CONTROL
 PP0346  ___________________________________________________________________
 PP0346* NAD 83(1996)-  44 13 08.12780(N)    092 38 58.67232(W)     ADJUSTED  
 PP0346* NAVD 88     -       313.869  (meters)    1029.75   (feet)  ADJUSTED  
 PP0346  ___________________________________________________________________
 PP0346  X           -    -211,667.790 (meters)                     COMP
 PP0346  Y           -  -4,573,853.329 (meters)                     COMP
 PP0346  Z           -   4,425,755.734 (meters)                     COMP
 PP0346  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 PP0346  ELLIP HEIGHT-         283.97  (meters)          (04/02/03) GPS OBS
 PP0346  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 PP0346  DYNAMIC HT  -         313.810 (meters)    1029.56  (feet)  COMP
 PP0346  MODELED GRAV-     980,422.1   (mgal)                       NAVD 88
 PP0346
 PP0346  HORZ ORDER  -  FIRST
 PP0346  VERT ORDER  -  SECOND    CLASS 0
 PP0346  ELLP ORDER  -  THIRD     CLASS II
 PP0346
 PP0346.The horizontal coordinates were established by GPS observations
 PP0346.and adjusted by the MN DEPT OF TRANSP in April 2003..
 PP0346
 PP0346.The orthometric height was determined by differential leveling
 PP0346.and adjusted by the National Geodetic Survey in June 1991..
 PP0346
 PP0346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0346
 PP0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP0346
 PP0346.The ellipsoidal height was determined by GPS observations
 PP0346.and is referenced to NAD 83.
 PP0346
 PP0346.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP0346;SPC MN S     -   236,327.590   907,896.880   MT  0.99993414   +0 56 47.4
 PP0346;UTM  15      - 4,896,248.436   527,987.016   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  =   0.99956512
 PP0346
 PP0346                          SUPERSEDED SURVEY CONTROL
 PP0346
 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_MARKER: DD = SURVEY DISK
 PP0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0346_STAMPING: 2505 H 4 1972
 PP0346_MARK LOGO: MNDT  
 PP0346_PROJECTION: FLUSH
 PP0346_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0346+STABILITY: SURFACE MOTION
 PP0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0346+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP0346
 PP0346  HISTORY     - Date     Condition        Report By
 PP0346  HISTORY     - 1972     MONUMENTED       MNDT
 PP0346  HISTORY     - 2001     GOOD             MNDT
 PP0346  HISTORY     - 20020921 GOOD             USPSQD
 PP0346
 PP0346                          STATION DESCRIPTION
 PP0346
 PP0346'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0360 ***********************************************************************
 PP0360  DESIGNATION -  2506 A
 PP0360  PID         -  PP0360
 PP0360  STATE/COUNTY-  MN/GOODHUE
 PP0360  USGS QUAD   -  ZUMBROTA (1968)
 PP0360
 PP0360                         *CURRENT SURVEY CONTROL
 PP0360  ___________________________________________________________________
 PP0360* NAD 83(1986)-  44 17 00.     (N)    092 40 30.     (W)     SCALED    
 PP0360* NAVD 88     -       310.532  (meters)    1018.80   (feet)  ADJUSTED  
 PP0360  ___________________________________________________________________
 PP0360  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 PP0360  DYNAMIC HT  -         310.475 (meters)    1018.62  (feet)  COMP
 PP0360  MODELED GRAV-     980,425.8   (mgal)                       NAVD 88
 PP0360
 PP0360  VERT ORDER  -  SECOND    CLASS 0
 PP0360
 PP0360.The horizontal coordinates were scaled from a topographic map and have
 PP0360.an estimated accuracy of +/- 6 seconds.
 PP0360
 PP0360.The orthometric height was determined by differential leveling
 PP0360.and adjusted by the National Geodetic Survey in June 1991..
 PP0360
 PP0360.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PP0360;SPC MN S     -   243,450.      905,750.      MT  (+/- 180 meters Scaled)
 PP0360
 PP0360                          SUPERSEDED SURVEY CONTROL
 PP0360
 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: 15TWK259033(NAD 83)
 PP0360_MARKER: DD = SURVEY 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 1018
 PP0360_MARK LOGO: MNHD  
 PP0360_PROJECTION: FLUSH
 PP0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0360
 PP0360  HISTORY     - Date     Condition        Report By
 PP0360  HISTORY     - 1961     MONUMENTED       MNHD
 PP0360  HISTORY     - 1972     GOOD             MNDT
 PP0360  HISTORY     - 20041007 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0222 ***********************************************************************
 PP0222  DESIGNATION -  2506 A 1
 PP0222  PID         -  PP0222
 PP0222  STATE/COUNTY-  MN/GOODHUE
 PP0222  USGS QUAD   -  ZUMBROTA (1968)
 PP0222
 PP0222                         *CURRENT SURVEY CONTROL
 PP0222  ___________________________________________________________________
 PP0222* NAD 83(1986)-  44 17 49.     (N)    092 40 08.     (W)     SCALED    
 PP0222* NAVD 88     -       295.374  (meters)     969.07   (feet)  ADJUSTED  
 PP0222  ___________________________________________________________________
 PP0222  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 PP0222  DYNAMIC HT  -         295.320 (meters)     968.90  (feet)  COMP
 PP0222  MODELED GRAV-     980,426.9   (mgal)                       NAVD 88
 PP0222
 PP0222  VERT ORDER  -  SECOND    CLASS 0
 PP0222
 PP0222.The horizontal coordinates were scaled from a topographic map and have
 PP0222.an estimated accuracy of +/- 6 seconds.
 PP0222
 PP0222.The orthometric height was determined by differential leveling
 PP0222.and adjusted by the National Geodetic Survey in June 1995..
 PP0222
 PP0222.The geoid height was determined by GEOID03.
 PP0222
 PP0222.The dynamic height is computed by dividing the NAVD 88
 PP0222.geopotential number by the normal gravity value computed on the
 PP0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0222.degrees latitude (g = 980.6199 gals.).
 PP0222
 PP0222.The modeled gravity was interpolated from observed gravity values.
 PP0222
 PP0222;                    North         East    Units  Estimated Accuracy
 PP0222;SPC MN S     -   244,970.      906,220.      MT  (+/- 180 meters Scaled)
 PP0222
 PP0222                          SUPERSEDED SURVEY CONTROL
 PP0222
 PP0222  NAVD 88 (06/15/91)  295.385  (m)          969.11   (f) UNKNOWN     2 0
 PP0222  NGVD 29 (??/??/92)  295.347  (m)          968.98   (f) ADJ UNCH    2 0
 PP0222
 PP0222.Superseded values are not recommended for survey control.
 PP0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0222.See file dsdata.txt to determine how the superseded data were derived.
 PP0222
 PP0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK264049(NAD 83)
 PP0222_MARKER: DB = BENCH MARK DISK
 PP0222_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0222_SP_SET: TRIPLE BOX CULVERT
 PP0222_STAMPING: 2506 A 1 1972
 PP0222_MARK LOGO: MNHD  
 PP0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0222+STABILITY: SURFACE MOTION
 PP0222
 PP0222  HISTORY     - Date     Condition        Report By
 PP0222  HISTORY     - 1972     MONUMENTED       MNHD
 PP0222  HISTORY     - 1982     GOOD             MNDT
 PP0222
 PP0222                          STATION DESCRIPTION
 PP0222
 PP0222'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0222'0.2 MI N FROM ZUMBROTA.
 PP0222'MARK IS LOCATED 0.2 MILES NORTH ALONG T.H. 58 FROM THE JUNCTION OF
 PP0222'T.H. 58 AND COUNTY ROAD 10 IN ZUMBROTA, 270 FEET NORTH OF THE T.H. 58
 PP0222'BRIDGE OVER THE NORTH FORK OF THE ZUMBRO RIVER, 90 FEET SOUTH OF THE
 PP0222'ENTRANCE TO ZUMBROTA PARK, 30 FEET EAST OF THE CENTERLINE OF T.H. 58
 PP0222'AT MILE POINT 1.1, IN THE SOUTHEAST CORNER OF A TRIPLE BOX CULVERT
 PP0222'UNDER T.H. 58 AND ABOUT 2 FEET LOWER THAN THE ROADWAY.  SW 1/4 SECTION
 PP0222'30, T 110N, R 15W.
 PP0222
 PP0222                          STATION RECOVERY (1982)
 PP0222
 PP0222'RECOVERY NOTE BY MN DEPT OF TRANSP 1982
 PP0222'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP0222'LOCATED 0.2 MILE NORTH ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH
 PP0222'COUNTY ROAD 10 IN ZUMBROTA IN THE SOUTHWEST 1/4 OF SECTION 30, T110N,
 PP0222'R15W , AT HIGHWAY 58 MILEPOINT 1.05.  THE MARK IS 30 FEET EAST OF AND
 PP0222'ABOUT 2 FEET LOWER THAN THE CENTER OF THE HIGHWAY, 270 FEET NORTH OF
 PP0222'THE BRIDGE CARRYING HIGHWAY 58 OVER THE NORTH FORK OF THE ZUMBRO
 PP0222'RIVER, AND 90 FEET SOUTH OF THE ENTRANCE TO ZUMBRO PARK.  THE MARK, A
 PP0222'STANDARD MNHD DISK STAMPED---2506 A 1 1972---, IS SET IN THE
 PP0222'SOUTHEAST CORNER OF A TRIPLE BOX CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0270 ***********************************************************************
 PP0270  DESIGNATION -  2506 AB
 PP0270  PID         -  PP0270
 PP0270  STATE/COUNTY-  MN/GOODHUE
 PP0270  USGS QUAD   -  WHITE ROCK (1982)
 PP0270
 PP0270                         *CURRENT SURVEY CONTROL
 PP0270  ___________________________________________________________________
 PP0270* NAD 83(1986)-  44 22 40.     (N)    092 48 48.     (W)     SCALED    
 PP0270* NAVD 88     -       349.519  (meters)    1146.71   (feet)  ADJUSTED  
 PP0270  ___________________________________________________________________
 PP0270  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 PP0270  DYNAMIC HT  -         349.459 (meters)    1146.52  (feet)  COMP
 PP0270  MODELED GRAV-     980,435.8   (mgal)                       NAVD 88
 PP0270
 PP0270  VERT ORDER  -  SECOND    CLASS 0
 PP0270
 PP0270.The horizontal coordinates were scaled from a topographic map and have
 PP0270.an estimated accuracy of +/- 6 seconds.
 PP0270
 PP0270.The orthometric height was determined by differential leveling
 PP0270.and adjusted by the National Geodetic Survey in June 1991..
 PP0270
 PP0270.The geoid height was determined by GEOID03.
 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     -   253,770.      894,560.      MT  (+/- 180 meters Scaled)
 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: 15TWK148138(NAD 83)
 PP0270_MARKER: DD = SURVEY DISK
 PP0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0270_SP_SET: CULVERT
 PP0270_STAMPING: 2506-AB 1972
 PP0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0270
 PP0270  HISTORY     - Date     Condition        Report By
 PP0270  HISTORY     - 1972     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0271 ***********************************************************************
 PP0271  DESIGNATION -  2506 AC
 PP0271  PID         -  PP0271
 PP0271  STATE/COUNTY-  MN/GOODHUE
 PP0271  USGS QUAD   -  WHITE ROCK (1982)
 PP0271
 PP0271                         *CURRENT SURVEY CONTROL
 PP0271  ___________________________________________________________________
 PP0271* NAD 83(1986)-  44 22 48.     (N)    092 48 59.     (W)     SCALED    
 PP0271* NAVD 88     -       363.122  (meters)    1191.34   (feet)  ADJUSTED  
 PP0271  ___________________________________________________________________
 PP0271  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 PP0271  DYNAMIC HT  -         363.060 (meters)    1191.14  (feet)  COMP
 PP0271  MODELED GRAV-     980,436.6   (mgal)                       NAVD 88
 PP0271
 PP0271  VERT ORDER  -  SECOND    CLASS 0
 PP0271
 PP0271.The horizontal coordinates were scaled from a topographic map and have
 PP0271.an estimated accuracy of +/- 6 seconds.
 PP0271
 PP0271.The orthometric height was determined by differential leveling
 PP0271.and adjusted by the National Geodetic Survey in June 1991..
 PP0271
 PP0271.The geoid height was determined by GEOID03.
 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     -   254,020.      894,320.      MT  (+/- 180 meters Scaled)
 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: 15TWK146140(NAD 83)
 PP0271_MARKER: DD = SURVEY DISK
 PP0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0271_STAMPING: 2506-AC 1972
 PP0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0271+STABILITY: SURFACE MOTION
 PP0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0271+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0271
 PP0271  HISTORY     - Date     Condition        Report By
 PP0271  HISTORY     - 1972     MONUMENTED       MNDT
 PP0271  HISTORY     - 20040918 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0274 ***********************************************************************
 PP0274  DESIGNATION -  2506 AD
 PP0274  PID         -  PP0274
 PP0274  STATE/COUNTY-  MN/GOODHUE
 PP0274  USGS QUAD   -  WHITE ROCK (1982)
 PP0274
 PP0274                         *CURRENT SURVEY CONTROL
 PP0274  ___________________________________________________________________
 PP0274* NAD 83(1986)-  44 23 41.     (N)    092 50 13.     (W)     SCALED    
 PP0274* NAVD 88     -       364.106  (meters)    1194.57   (feet)  ADJUSTED  
 PP0274  ___________________________________________________________________
 PP0274  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 PP0274  DYNAMIC HT  -         364.046 (meters)    1194.37  (feet)  COMP
 PP0274  MODELED GRAV-     980,442.1   (mgal)                       NAVD 88
 PP0274
 PP0274  VERT ORDER  -  SECOND    CLASS 0
 PP0274
 PP0274.The horizontal coordinates were scaled from a topographic map and have
 PP0274.an estimated accuracy of +/- 6 seconds.
 PP0274
 PP0274.The orthometric height was determined by differential leveling
 PP0274.and adjusted by the National Geodetic Survey in June 1991..
 PP0274
 PP0274.The geoid height was determined by GEOID03.
 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     -   255,630.      892,650.      MT  (+/- 180 meters Scaled)
 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: 15TWK129157(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0275 ***********************************************************************
 PP0275  DESIGNATION -  2506 AE
 PP0275  PID         -  PP0275
 PP0275  STATE/COUNTY-  MN/GOODHUE
 PP0275  USGS QUAD   -  WHITE ROCK (1982)
 PP0275
 PP0275                         *CURRENT SURVEY CONTROL
 PP0275  ___________________________________________________________________
 PP0275* NAD 83(1986)-  44 24 09.     (N)    092 50 52.     (W)     SCALED    
 PP0275* NAVD 88     -       357.281  (meters)    1172.18   (feet)  ADJUSTED  
 PP0275  ___________________________________________________________________
 PP0275  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 PP0275  DYNAMIC HT  -         357.223 (meters)    1171.99  (feet)  COMP
 PP0275  MODELED GRAV-     980,445.0   (mgal)                       NAVD 88
 PP0275
 PP0275  VERT ORDER  -  SECOND    CLASS 0
 PP0275
 PP0275.The horizontal coordinates were scaled from a topographic map and have
 PP0275.an estimated accuracy of +/- 6 seconds.
 PP0275
 PP0275.The orthometric height was determined by differential leveling
 PP0275.and adjusted by the National Geodetic Survey in June 1991..
 PP0275
 PP0275.The geoid height was determined by GEOID03.
 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     -   256,480.      891,780.      MT  (+/- 180 meters Scaled)
 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: 15TWK121165(NAD 83)
 PP0275_MARKER: DD = SURVEY DISK
 PP0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0275_SP_SET: CULVERT
 PP0275_STAMPING: 2506-AE 1972
 PP0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0275+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0275
 PP0275  HISTORY     - Date     Condition        Report By
 PP0275  HISTORY     - 1972     MONUMENTED       MNDT
 PP0275  HISTORY     - 20040918 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0278 ***********************************************************************
 PP0278  DESIGNATION -  2506 AF
 PP0278  PID         -  PP0278
 PP0278  STATE/COUNTY-  MN/GOODHUE
 PP0278  USGS QUAD   -  WHITE ROCK (1982)
 PP0278
 PP0278                         *CURRENT SURVEY CONTROL
 PP0278  ___________________________________________________________________
 PP0278* NAD 83(1986)-  44 24 52.     (N)    092 51 56.     (W)     SCALED    
 PP0278* NAVD 88     -       364.284  (meters)    1195.16   (feet)  ADJUSTED  
 PP0278  ___________________________________________________________________
 PP0278  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 PP0278  DYNAMIC HT  -         364.227 (meters)    1194.97  (feet)  COMP
 PP0278  MODELED GRAV-     980,449.5   (mgal)                       NAVD 88
 PP0278
 PP0278  VERT ORDER  -  SECOND    CLASS 0
 PP0278
 PP0278.The horizontal coordinates were scaled from a topographic map and have
 PP0278.an estimated accuracy of +/- 6 seconds.
 PP0278
 PP0278.The orthometric height was determined by differential leveling
 PP0278.and adjusted by the National Geodetic Survey in June 1991..
 PP0278
 PP0278.The geoid height was determined by GEOID03.
 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     -   257,790.      890,340.      MT  (+/- 180 meters Scaled)
 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: 15TWK107179(NAD 83)
 PP0278_MARKER: DD = SURVEY DISK
 PP0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0279 ***********************************************************************
 PP0279  DESIGNATION -  2506 AG
 PP0279  PID         -  PP0279
 PP0279  STATE/COUNTY-  MN/GOODHUE
 PP0279  USGS QUAD   -  WHITE ROCK (1982)
 PP0279
 PP0279                         *CURRENT SURVEY CONTROL
 PP0279  ___________________________________________________________________
 PP0279* NAD 83(1996)-  44 24 56.64131(N)    092 51 58.42689(W)     ADJUSTED  
 PP0279* NAVD 88     -       362.771  (meters)    1190.19   (feet)  ADJUSTED  
 PP0279  ___________________________________________________________________
 PP0279  X           -    -228,194.777 (meters)                     COMP
 PP0279  Y           -  -4,557,795.694 (meters)                     COMP
 PP0279  Z           -   4,441,437.985 (meters)                     COMP
 PP0279  LAPLACE CORR-          -8.20  (seconds)                    DEFLEC99
 PP0279  ELLIP HEIGHT-         333.40  (meters)          (11/05/04) GPS OBS
 PP0279  GEOID HEIGHT-         -29.40  (meters)                     GEOID03
 PP0279  DYNAMIC HT  -         362.714 (meters)    1190.00  (feet)  COMP
 PP0279  MODELED GRAV-     980,449.9   (mgal)                       NAVD 88
 PP0279
 PP0279  HORZ ORDER  -  FIRST
 PP0279  VERT ORDER  -  SECOND    CLASS 0
 PP0279  ELLP ORDER  -  FOURTH    CLASS I
 PP0279
 PP0279.The horizontal coordinates were established by GPS observations
 PP0279.and adjusted by the MN DEPT OF TRANSP in November 2004..
 PP0279
 PP0279.The orthometric height was determined by differential leveling
 PP0279.and adjusted by the National Geodetic Survey in June 1991..
 PP0279
 PP0279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0279
 PP0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP0279
 PP0279.The ellipsoidal height was determined by GPS observations
 PP0279.and is referenced to NAD 83.
 PP0279
 PP0279.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP0279;SPC MN S     -   257,930.075   890,288.197   MT  0.99992316   +0 47 40.9
 PP0279;UTM  15      - 4,918,057.854   510,649.744   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  =   0.99987089
 PP0279!UTM  15      -   0.99994773  x   0.99960139  =   0.99954914
 PP0279
 PP0279                          SUPERSEDED SURVEY CONTROL
 PP0279
 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: 15TWK1065018058(NAD 83)
 PP0279_MARKER: DD = SURVEY 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: MNDT  
 PP0279_PROJECTION: FLUSH
 PP0279_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0279+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0279
 PP0279  HISTORY     - Date     Condition        Report By
 PP0279  HISTORY     - 1972     MONUMENTED       MNDT
 PP0279  HISTORY     - 20031118 GOOD             MNDT
 PP0279  HISTORY     - 20040918 GOOD             USPSQD
 PP0279
 PP0279                          STATION DESCRIPTION
 PP0279
 PP0279'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0282 ***********************************************************************
 PP0282  DESIGNATION -  2506 AH
 PP0282  PID         -  PP0282
 PP0282  STATE/COUNTY-  MN/GOODHUE
 PP0282  USGS QUAD   -  SOGN (1980)
 PP0282
 PP0282                         *CURRENT SURVEY CONTROL
 PP0282  ___________________________________________________________________
 PP0282* NAD 83(1986)-  44 25 46.     (N)    092 52 48.     (W)     SCALED    
 PP0282* NAVD 88     -       350.348  (meters)    1149.43   (feet)  ADJUSTED  
 PP0282  ___________________________________________________________________
 PP0282  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 PP0282  DYNAMIC HT  -         350.294 (meters)    1149.26  (feet)  COMP
 PP0282  MODELED GRAV-     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
 PP0282.and adjusted by the National Geodetic Survey in June 1991..
 PP0282
 PP0282.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0282_STAMPING: 2506-AH 1972
 PP0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0282+STABILITY: SURFACE MOTION
 PP0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0282+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0282
 PP0282  HISTORY     - Date     Condition        Report By
 PP0282  HISTORY     - 1972     MONUMENTED       MNDT
 PP0282  HISTORY     - 20040918 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0283 ***********************************************************************
 PP0283  DESIGNATION -  2506 AH 1
 PP0283  PID         -  PP0283
 PP0283  STATE/COUNTY-  MN/GOODHUE
 PP0283  USGS QUAD   -  SOGN (1980)
 PP0283
 PP0283                         *CURRENT SURVEY CONTROL
 PP0283  ___________________________________________________________________
 PP0283* NAD 83(1986)-  44 25 47.     (N)    092 52 49.     (W)     SCALED    
 PP0283* NAVD 88     -       350.096  (meters)    1148.61   (feet)  ADJUSTED  
 PP0283  ___________________________________________________________________
 PP0283  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 PP0283  DYNAMIC HT  -         350.042 (meters)    1148.43  (feet)  COMP
 PP0283  MODELED GRAV-     980,454.0   (mgal)                       NAVD 88
 PP0283
 PP0283  VERT ORDER  -  SECOND    CLASS 0
 PP0283
 PP0283.The horizontal coordinates were scaled from a topographic map and have
 PP0283.an estimated accuracy of +/- 6 seconds.
 PP0283
 PP0283.The orthometric height was determined by differential leveling
 PP0283.and adjusted by the National Geodetic Survey in June 1991..
 PP0283
 PP0283.The geoid height was determined by GEOID03.
 PP0283
 PP0283.The dynamic height is computed by dividing the NAVD 88
 PP0283.geopotential number by the normal gravity value computed on the
 PP0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0283.degrees latitude (g = 980.6199 gals.).
 PP0283
 PP0283.The modeled gravity was interpolated from observed gravity values.
 PP0283
 PP0283;                    North         East    Units  Estimated Accuracy
 PP0283;SPC MN S     -   259,470.      889,150.      MT  (+/- 180 meters Scaled)
 PP0283
 PP0283                          SUPERSEDED SURVEY CONTROL
 PP0283
 PP0283  NGVD 29 (??/??/92)  350.057  (m)         1148.48   (f) ADJ UNCH    2 0
 PP0283
 PP0283.Superseded values are not recommended for survey control.
 PP0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0283.See file dsdata.txt to determine how the superseded data were derived.
 PP0283
 PP0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK095196(NAD 83)
 PP0283_MARKER: DD = SURVEY DISK
 PP0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0283_STAMPING: 2506-AH 1 1972
 PP0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0283+STABILITY: SURFACE MOTION
 PP0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0283+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0283
 PP0283  HISTORY     - Date     Condition        Report By
 PP0283  HISTORY     - 1972     MONUMENTED       MNDT
 PP0283  HISTORY     - 20040918 GOOD             USPSQD
 PP0283
 PP0283                          STATION DESCRIPTION
 PP0283
 PP0283'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0283'6.0 MI SE FROM HADER.
 PP0283'MARK IS LOCATED 6.2 MILES SOUTH-SOUTHEAST ALONG T.H. 52 FROM THE
 PP0283'JUNCTION OF T.H. 52 AND T.H. 19 (OVERPASS) AT CANNON FALLS, 97 FEET
 PP0283'NORTHEAST OF, AND 8 FEET LOWER THAN THE CENTERLINE OF T.H. 52 AT MILE
 PP0283'POINT 92.05, 109 FEET NORTHWEST OF MHD BM 2506-AH, 58 FEET SOUTH OF
 PP0283'THE CENTER OF A DRIVEWAY EAST, 7.5 FEET EAST OF A POWER POLE, IN A
 PP0283'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 17, T
 PP0283'111, R 17.  NOTE-- THIS MARK IS ALSO 5.75 MILES NORTHWEST ALONG T.H.
 PP0283'52 FROM THE JUNCTION OF T.H. 52 AND T.H. 57 IN HADER.
 PP0283
 PP0283                          STATION RECOVERY (2004)
 PP0283
 PP0283'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0286 ***********************************************************************
 PP0286  DESIGNATION -  2506 AJ
 PP0286  PID         -  PP0286
 PP0286  STATE/COUNTY-  MN/GOODHUE
 PP0286  USGS QUAD   -  SOGN (1980)
 PP0286
 PP0286                         *CURRENT SURVEY CONTROL
 PP0286  ___________________________________________________________________
 PP0286* NAD 83(1986)-  44 26 55.     (N)    092 53 40.     (W)     SCALED    
 PP0286* NAVD 88     -       286.900  (meters)     941.27   (feet)  ADJUSTED  
 PP0286  ___________________________________________________________________
 PP0286  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 PP0286  DYNAMIC HT  -         286.857 (meters)     941.13  (feet)  COMP
 PP0286  MODELED GRAV-     980,458.9   (mgal)                       NAVD 88
 PP0286
 PP0286  VERT ORDER  -  SECOND    CLASS 0
 PP0286
 PP0286.The horizontal coordinates were scaled from a topographic map and have
 PP0286.an estimated accuracy of +/- 6 seconds.
 PP0286
 PP0286.The orthometric height was determined by differential leveling
 PP0286.and adjusted by the National Geodetic Survey in June 1991..
 PP0286
 PP0286.The geoid height was determined by GEOID03.
 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     -   261,550.      887,990.      MT  (+/- 180 meters Scaled)
 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: 15TWK083217(NAD 83)
 PP0286_MARKER: DD = SURVEY DISK
 PP0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0286_SP_SET: ENERGY DISPATCHER
 PP0286_STAMPING: 2506-AJ 1972
 PP0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0286
 PP0286  HISTORY     - Date     Condition        Report By
 PP0286  HISTORY     - 1972     MONUMENTED       MNDT
 PP0286  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0287 ***********************************************************************
 PP0287  DESIGNATION -  2506 AJ 1
 PP0287  PID         -  PP0287
 PP0287  STATE/COUNTY-  MN/GOODHUE
 PP0287  USGS QUAD   -  SOGN (1980)
 PP0287
 PP0287                         *CURRENT SURVEY CONTROL
 PP0287  ___________________________________________________________________
 PP0287* NAD 83(1986)-  44 26 58.     (N)    092 53 40.     (W)     SCALED    
 PP0287* NAVD 88     -       284.716  (meters)     934.11   (feet)  ADJUSTED  
 PP0287  ___________________________________________________________________
 PP0287  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 PP0287  DYNAMIC HT  -         284.672 (meters)     933.96  (feet)  COMP
 PP0287  MODELED GRAV-     980,459.0   (mgal)                       NAVD 88
 PP0287
 PP0287  VERT ORDER  -  SECOND    CLASS 0
 PP0287
 PP0287.The horizontal coordinates were scaled from a topographic map and have
 PP0287.an estimated accuracy of +/- 6 seconds.
 PP0287
 PP0287.The orthometric height was determined by differential leveling
 PP0287.and adjusted by the National Geodetic Survey in June 1991..
 PP0287
 PP0287.The geoid height was determined by GEOID03.
 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     -   261,650.      887,990.      MT  (+/- 180 meters Scaled)
 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: 15TWK083217(NAD 83)
 PP0287_MARKER: DD = SURVEY DISK
 PP0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0287_SP_SET: CULVERT
 PP0287_STAMPING: 2506-AJ1 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0288 ***********************************************************************
 PP0288  DESIGNATION -  2506 AK
 PP0288  PID         -  PP0288
 PP0288  STATE/COUNTY-  MN/GOODHUE
 PP0288  USGS QUAD   -  SOGN (1980)
 PP0288
 PP0288                         *CURRENT SURVEY CONTROL
 PP0288  ___________________________________________________________________
 PP0288* NAD 83(1986)-  44 27 02.     (N)    092 53 47.     (W)     SCALED    
 PP0288* NAVD 88     -       285.232  (meters)     935.80   (feet)  ADJUSTED  
 PP0288  ___________________________________________________________________
 PP0288  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 PP0288  DYNAMIC HT  -         285.189 (meters)     935.66  (feet)  COMP
 PP0288  MODELED GRAV-     980,459.5   (mgal)                       NAVD 88
 PP0288
 PP0288  VERT ORDER  -  SECOND    CLASS 0
 PP0288
 PP0288.The horizontal coordinates were scaled from a topographic map and have
 PP0288.an estimated accuracy of +/- 6 seconds.
 PP0288
 PP0288.The orthometric height was determined by differential leveling
 PP0288.and adjusted by the National Geodetic Survey in June 1991..
 PP0288
 PP0288.The geoid height was determined by GEOID03.
 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     -   261,770.      887,830.      MT  (+/- 180 meters Scaled)
 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: 15TWK082219(NAD 83)
 PP0288_MARKER: DD = SURVEY DISK
 PP0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0288_SP_SET: ENERGY DISPATCHER
 PP0288_STAMPING: 2506-AK 1972
 PP0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0289 ***********************************************************************
 PP0289  DESIGNATION -  2506 AL
 PP0289  PID         -  PP0289
 PP0289  STATE/COUNTY-  MN/GOODHUE
 PP0289  USGS QUAD   -  SOGN (1980)
 PP0289
 PP0289                         *CURRENT SURVEY CONTROL
 PP0289  ___________________________________________________________________
 PP0289* NAD 83(1986)-  44 27 08.     (N)    092 53 52.     (W)     SCALED    
 PP0289* NAVD 88     -       273.150  (meters)     896.16   (feet)  ADJUSTED  
 PP0289  ___________________________________________________________________
 PP0289  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 PP0289  DYNAMIC HT  -         273.109 (meters)     896.03  (feet)  COMP
 PP0289  MODELED GRAV-     980,459.9   (mgal)                       NAVD 88
 PP0289
 PP0289  VERT ORDER  -  SECOND    CLASS 0
 PP0289
 PP0289.The horizontal coordinates were scaled from a topographic map and have
 PP0289.an estimated accuracy of +/- 6 seconds.
 PP0289
 PP0289.The orthometric height was determined by differential leveling
 PP0289.and adjusted by the National Geodetic Survey in June 1991..
 PP0289
 PP0289.The geoid height was determined by GEOID03.
 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.      887,720.      MT  (+/- 180 meters Scaled)
 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: 15TWK081221(NAD 83)
 PP0289_MARKER: DD = SURVEY DISK
 PP0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0289_SP_SET: CULVERT
 PP0289_STAMPING: 2506-AL 1972
 PP0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0289
 PP0289  HISTORY     - Date     Condition        Report By
 PP0289  HISTORY     - 1972     MONUMENTED       MNDT
 PP0289  HISTORY     - 19951001 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0292 ***********************************************************************
 PP0292  DESIGNATION -  2506 AM
 PP0292  PID         -  PP0292
 PP0292  STATE/COUNTY-  MN/GOODHUE
 PP0292  USGS QUAD   -  SOGN (1980)
 PP0292
 PP0292                         *CURRENT SURVEY CONTROL
 PP0292  ___________________________________________________________________
 PP0292* NAD 83(1986)-  44 27 26.     (N)    092 54 10.     (W)     SCALED    
 PP0292* NAVD 88     -       280.826  (meters)     921.34   (feet)  ADJUSTED  
 PP0292  ___________________________________________________________________
 PP0292  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 PP0292  DYNAMIC HT  -         280.784 (meters)     921.21  (feet)  COMP
 PP0292  MODELED GRAV-     980,461.4   (mgal)                       NAVD 88
 PP0292
 PP0292  VERT ORDER  -  SECOND    CLASS 0
 PP0292
 PP0292.The horizontal coordinates were scaled from a topographic map and have
 PP0292.an estimated accuracy of +/- 6 seconds.
 PP0292
 PP0292.The orthometric height was determined by differential leveling
 PP0292.and adjusted by the National Geodetic Survey in June 1991..
 PP0292
 PP0292.The geoid height was determined by GEOID03.
 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     -   262,500.      887,320.      MT  (+/- 180 meters Scaled)
 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: 15TWK077226(NAD 83)
 PP0292_MARKER: DD = SURVEY DISK
 PP0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0292_SP_SET: CULVERT
 PP0292_STAMPING: 2506-AM 1972
 PP0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0292
 PP0292  HISTORY     - Date     Condition        Report By
 PP0292  HISTORY     - 1972     MONUMENTED       MNDT
 PP0292  HISTORY     - 19951001 GOOD             USPSQD
 PP0292  HISTORY     - 20040918 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0293 ***********************************************************************
 PP0293  DESIGNATION -  2506 AN
 PP0293  PID         -  PP0293
 PP0293  STATE/COUNTY-  MN/GOODHUE
 PP0293  USGS QUAD   -  SOGN (1980)
 PP0293
 PP0293                         *CURRENT SURVEY CONTROL
 PP0293  ___________________________________________________________________
 PP0293* NAD 83(1986)-  44 27 56.     (N)    092 54 20.     (W)     SCALED    
 PP0293* NAVD 88     -       294.700  (meters)     966.86   (feet)  ADJUSTED  
 PP0293  ___________________________________________________________________
 PP0293  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 PP0293  DYNAMIC HT  -         294.657 (meters)     966.72  (feet)  COMP
 PP0293  MODELED GRAV-     980,463.1   (mgal)                       NAVD 88
 PP0293
 PP0293  VERT ORDER  -  SECOND    CLASS 0
 PP0293
 PP0293.The horizontal coordinates were scaled from a topographic map and have
 PP0293.an estimated accuracy of +/- 6 seconds.
 PP0293
 PP0293.The orthometric height was determined by differential leveling
 PP0293.and adjusted by the National Geodetic Survey in June 1991..
 PP0293
 PP0293.The geoid height was determined by GEOID03.
 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     -   263,420.      887,080.      MT  (+/- 180 meters Scaled)
 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: 15TWK075235(NAD 83)
 PP0293_MARKER: DD = SURVEY DISK
 PP0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0293_SP_SET: CULVERT
 PP0293_STAMPING: 2506-AN 1972
 PP0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0294 ***********************************************************************
 PP0294  DESIGNATION -  2506 AP
 PP0294  PID         -  PP0294
 PP0294  STATE/COUNTY-  MN/GOODHUE
 PP0294  USGS QUAD   -  SOGN (1980)
 PP0294
 PP0294                         *CURRENT SURVEY CONTROL
 PP0294  ___________________________________________________________________
 PP0294* NAD 83(1986)-  44 28 21.     (N)    092 54 29.     (W)     SCALED    
 PP0294* NAVD 88     -       287.763  (meters)     944.10   (feet)  ADJUSTED  
 PP0294  ___________________________________________________________________
 PP0294  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 PP0294  DYNAMIC HT  -         287.721 (meters)     943.96  (feet)  COMP
 PP0294  MODELED GRAV-     980,464.5   (mgal)                       NAVD 88
 PP0294
 PP0294  VERT ORDER  -  SECOND    CLASS 0
 PP0294
 PP0294.The horizontal coordinates were scaled from a topographic map and have
 PP0294.an estimated accuracy of +/- 6 seconds.
 PP0294
 PP0294.The orthometric height was determined by differential leveling
 PP0294.and adjusted by the National Geodetic Survey in June 1991..
 PP0294
 PP0294.The geoid height was determined by GEOID03.
 PP0294
 PP0294.The dynamic height is computed by dividing the NAVD 88
 PP0294.geopotential number by the normal gravity value computed on the
 PP0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0294.degrees latitude (g = 980.6199 gals.).
 PP0294
 PP0294.The modeled gravity was interpolated from observed gravity values.
 PP0294
 PP0294;                    North         East    Units  Estimated Accuracy
 PP0294;SPC MN S     -   264,190.      886,870.      MT  (+/- 180 meters Scaled)
 PP0294
 PP0294                          SUPERSEDED SURVEY CONTROL
 PP0294
 PP0294  NGVD 29 (??/??/92)  287.725  (m)          943.98   (f) ADJ UNCH    2 0
 PP0294
 PP0294.Superseded values are not recommended for survey control.
 PP0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0294.See file dsdata.txt to determine how the superseded data were derived.
 PP0294
 PP0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK073243(NAD 83)
 PP0294_MARKER: DD = SURVEY DISK
 PP0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0294_SP_SET: CULVERT
 PP0294_STAMPING: 2506-AP 1972
 PP0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0294
 PP0294  HISTORY     - Date     Condition        Report By
 PP0294  HISTORY     - 1972     MONUMENTED       MNDT
 PP0294  HISTORY     - 19951001 MARK NOT FOUND   USPSQD
 PP0294
 PP0294                          STATION DESCRIPTION
 PP0294
 PP0294'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0294'2.55 MI S FROM CANNON FALLS.
 PP0294'MARK IS LOCATED 2.55 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0294'T.H. 52 AND T.H. 19 (OVERPASS) AT CANNON FALLS, 0.5 MILES NORTH OF A
 PP0294'TOWNSHIP ROAD EAST, 28.5 FEET WEST OF, AND 3 FEET LOWER THAN THE
 PP0294'CENTERLINE OF SOUTH BOUND T.H. 52 (OPPOSITE GAS STORAGE TANKS) AT MILE
 PP0294'POINT 95.45, IN THE CENTER OF THE WEST HEADWALL OF A CONCRETE CULVERT
 PP0294'UNDER T.H. 52.  SW 1/4 SECTION 30, T 112, R 17.
 PP0294
 PP0294                          STATION RECOVERY (1995)
 PP0294
 PP0294'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0297 ***********************************************************************
 PP0297  DESIGNATION -  2506 AQ
 PP0297  PID         -  PP0297
 PP0297  STATE/COUNTY-  MN/GOODHUE
 PP0297  USGS QUAD   -  SOGN (1980)
 PP0297
 PP0297                         *CURRENT SURVEY CONTROL
 PP0297  ___________________________________________________________________
 PP0297* NAD 83(1986)-  44 29 36.     (N)    092 54 31.     (W)     SCALED    
 PP0297* NAVD 88     -       267.572  (meters)     877.86   (feet)  ADJUSTED  
 PP0297  ___________________________________________________________________
 PP0297  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 PP0297  DYNAMIC HT  -         267.534 (meters)     877.73  (feet)  COMP
 PP0297  MODELED GRAV-     980,468.1   (mgal)                       NAVD 88
 PP0297
 PP0297  VERT ORDER  -  SECOND    CLASS 0
 PP0297
 PP0297.The horizontal coordinates were scaled from a topographic map and have
 PP0297.an estimated accuracy of +/- 6 seconds.
 PP0297
 PP0297.The orthometric height was determined by differential leveling
 PP0297.and adjusted by the National Geodetic Survey in June 1991..
 PP0297
 PP0297.The geoid height was determined by GEOID03.
 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     -   266,510.      886,800.      MT  (+/- 180 meters Scaled)
 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: 15TWK072266(NAD 83)
 PP0297_MARKER: DD = SURVEY DISK
 PP0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0297_SP_SET: CULVERT
 PP0297_STAMPING: 2506-AQ 1972
 PP0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0297
 PP0297  HISTORY     - Date     Condition        Report By
 PP0297  HISTORY     - 1972     MONUMENTED       MNDT
 PP0297  HISTORY     - 19951001 GOOD             USPSQD
 PP0297  HISTORY     - 20040918 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0298 ***********************************************************************
 PP0298  DESIGNATION -  2506 AR
 PP0298  PID         -  PP0298
 PP0298  STATE/COUNTY-  MN/GOODHUE
 PP0298  USGS QUAD   -  CANNON FALLS (1974)
 PP0298
 PP0298                         *CURRENT SURVEY CONTROL
 PP0298  ___________________________________________________________________
 PP0298* NAD 83(1986)-  44 30 05.     (N)    092 54 48.     (W)     SCALED    
 PP0298* NAVD 88     -       252.409  (meters)     828.11   (feet)  ADJUSTED  
 PP0298  ___________________________________________________________________
 PP0298  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 PP0298  DYNAMIC HT  -         252.372 (meters)     827.99  (feet)  COMP
 PP0298  MODELED GRAV-     980,466.4   (mgal)                       NAVD 88
 PP0298
 PP0298  VERT ORDER  -  SECOND    CLASS 0
 PP0298
 PP0298.The horizontal coordinates were scaled from a topographic map and have
 PP0298.an estimated accuracy of +/- 6 seconds.
 PP0298
 PP0298.The orthometric height was determined by differential leveling
 PP0298.and adjusted by the National Geodetic Survey in June 1991..
 PP0298
 PP0298.The geoid height was determined by GEOID03.
 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     -   267,400.      886,410.      MT  (+/- 180 meters Scaled)
 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: 15TWK068275(NAD 83)
 PP0298_MARKER: DD = SURVEY DISK
 PP0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0298_SP_SET: ENERGY DISPATCHER
 PP0298_STAMPING: 2506-AR 1972
 PP0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0299 ***********************************************************************
 PP0299  DESIGNATION -  2506 AR 1
 PP0299  PID         -  PP0299
 PP0299  STATE/COUNTY-  MN/GOODHUE
 PP0299  USGS QUAD   -  CANNON FALLS (1974)
 PP0299
 PP0299                         *CURRENT SURVEY CONTROL
 PP0299  ___________________________________________________________________
 PP0299* NAD 83(1986)-  44 30 07.     (N)    092 54 46.     (W)     SCALED    
 PP0299* NAVD 88     -       251.909  (meters)     826.47   (feet)  ADJUSTED  
 PP0299  ___________________________________________________________________
 PP0299  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 PP0299  DYNAMIC HT  -         251.872 (meters)     826.35  (feet)  COMP
 PP0299  MODELED GRAV-     980,466.4   (mgal)                       NAVD 88
 PP0299
 PP0299  VERT ORDER  -  SECOND    CLASS 0
 PP0299
 PP0299.The horizontal coordinates were scaled from a topographic map and have
 PP0299.an estimated accuracy of +/- 6 seconds.
 PP0299
 PP0299.The orthometric height was determined by differential leveling
 PP0299.and adjusted by the National Geodetic Survey in June 1991..
 PP0299
 PP0299.The geoid height was determined by GEOID03.
 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     -   267,460.      886,450.      MT  (+/- 180 meters Scaled)
 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: 15TWK069276(NAD 83)
 PP0299_MARKER: DD = SURVEY DISK
 PP0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0299_SP_SET: ENERGY DISPATCHER
 PP0299_STAMPING: 2506-AR1 1972
 PP0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0299
 PP0299  HISTORY     - Date     Condition        Report By
 PP0299  HISTORY     - 1972     MONUMENTED       MNDT
 PP0299  HISTORY     - 19951001 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0300 ***********************************************************************
 PP0300  DESIGNATION -  2506 AR 2
 PP0300  PID         -  PP0300
 PP0300  STATE/COUNTY-  MN/GOODHUE
 PP0300  USGS QUAD   -  CANNON FALLS (1974)
 PP0300
 PP0300                         *CURRENT SURVEY CONTROL
 PP0300  ___________________________________________________________________
 PP0300* NAD 83(1986)-  44 30 08.     (N)    092 54 51.     (W)     SCALED    
 PP0300* NAVD 88     -       249.776  (meters)     819.47   (feet)  ADJUSTED  
 PP0300  ___________________________________________________________________
 PP0300  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 PP0300  DYNAMIC HT  -         249.739 (meters)     819.35  (feet)  COMP
 PP0300  MODELED GRAV-     980,466.6   (mgal)                       NAVD 88
 PP0300
 PP0300  VERT ORDER  -  SECOND    CLASS 0
 PP0300
 PP0300.The horizontal coordinates were scaled from a topographic map and have
 PP0300.an estimated accuracy of +/- 6 seconds.
 PP0300
 PP0300.The orthometric height was determined by differential leveling
 PP0300.and adjusted by the National Geodetic Survey in June 1991..
 PP0300
 PP0300.The geoid height was determined by GEOID03.
 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     -   267,490.      886,340.      MT  (+/- 180 meters Scaled)
 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: 15TWK068276(NAD 83)
 PP0300_MARKER: DD = SURVEY DISK
 PP0300_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0300_SP_SET: ENERGY DISPATCHER
 PP0300_STAMPING: 2506-AR2 1972
 PP0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0302 ***********************************************************************
 PP0302  DESIGNATION -  2506 AS
 PP0302  PID         -  PP0302
 PP0302  STATE/COUNTY-  MN/GOODHUE
 PP0302  USGS QUAD   -  CANNON FALLS (1974)
 PP0302
 PP0302                         *CURRENT SURVEY CONTROL
 PP0302  ___________________________________________________________________
 PP0302* NAD 83(1986)-  44 30 12.     (N)    092 54 51.     (W)     SCALED    
 PP0302* NAVD 88     -       251.102  (meters)     823.82   (feet)  ADJUSTED  
 PP0302  ___________________________________________________________________
 PP0302  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 PP0302  DYNAMIC HT  -         251.066 (meters)     823.71  (feet)  COMP
 PP0302  MODELED GRAV-     980,466.8   (mgal)                       NAVD 88
 PP0302
 PP0302  VERT ORDER  -  SECOND    CLASS 0
 PP0302
 PP0302.The horizontal coordinates were scaled from a topographic map and have
 PP0302.an estimated accuracy of +/- 6 seconds.
 PP0302
 PP0302.The orthometric height was determined by differential leveling
 PP0302.and adjusted by the National Geodetic Survey in June 1991..
 PP0302
 PP0302.The geoid height was determined by GEOID03.
 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     -   267,610.      886,340.      MT  (+/- 180 meters Scaled)
 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: 15TWK068277(NAD 83)
 PP0302_MARKER: DD = SURVEY DISK
 PP0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0302_SP_SET: BRIDGE
 PP0302_STAMPING: 2506-AS 1972
 PP0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0302
 PP0302  HISTORY     - Date     Condition        Report By
 PP0302  HISTORY     - 1972     MONUMENTED       MNDT
 PP0302  HISTORY     - 19951001 GOOD             USPSQD
 PP0302  HISTORY     - 20040918 GOOD             USPSQD
 PP0302
 PP0302                          STATION DESCRIPTION
 PP0302
 PP0302'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0301 ***********************************************************************
 PP0301  DESIGNATION -  2506 AS 1
 PP0301  PID         -  PP0301
 PP0301  STATE/COUNTY-  MN/GOODHUE
 PP0301  USGS QUAD   -  CANNON FALLS (1974)
 PP0301
 PP0301                         *CURRENT SURVEY CONTROL
 PP0301  ___________________________________________________________________
 PP0301* NAD 83(1986)-  44 30 11.     (N)    092 54 51.     (W)     SCALED    
 PP0301* NAVD 88     -       251.041  (meters)     823.62   (feet)  ADJUSTED  
 PP0301  ___________________________________________________________________
 PP0301  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 PP0301  DYNAMIC HT  -         251.005 (meters)     823.51  (feet)  COMP
 PP0301  MODELED GRAV-     980,466.8   (mgal)                       NAVD 88
 PP0301
 PP0301  VERT ORDER  -  SECOND    CLASS 0
 PP0301
 PP0301.The horizontal coordinates were scaled from a topographic map and have
 PP0301.an estimated accuracy of +/- 6 seconds.
 PP0301
 PP0301.The orthometric height was determined by differential leveling
 PP0301.and adjusted by the National Geodetic Survey in June 1991..
 PP0301
 PP0301.The geoid height was determined by GEOID03.
 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     -   267,580.      886,340.      MT  (+/- 180 meters Scaled)
 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: 15TWK068277(NAD 83)
 PP0301_MARKER: DD = SURVEY DISK
 PP0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0301_SP_SET: BRIDGE
 PP0301_STAMPING: 2506-AS1 1972
 PP0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0301
 PP0301  HISTORY     - Date     Condition        Report By
 PP0301  HISTORY     - 1972     MONUMENTED       MNDT
 PP0301  HISTORY     - 19951001 GOOD             USPSQD
 PP0301  HISTORY     - 20040918 GOOD             USPSQD
 PP0301
 PP0301                          STATION DESCRIPTION
 PP0301
 PP0301'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0540 ***********************************************************************
 PP0540  DESIGNATION -  2506 AT
 PP0540  PID         -  PP0540
 PP0540  STATE/COUNTY-  MN/GOODHUE
 PP0540  USGS QUAD   -  CANNON FALLS (1974)
 PP0540
 PP0540                         *CURRENT SURVEY CONTROL
 PP0540  ___________________________________________________________________
 PP0540* NAD 83(1986)-  44 30 25.     (N)    092 55 05.     (W)     SCALED    
 PP0540* NAVD 88     -       263.627  (meters)     864.92   (feet)  ADJUSTED  
 PP0540  ___________________________________________________________________
 PP0540  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 PP0540  DYNAMIC HT  -         263.589 (meters)     864.79  (feet)  COMP
 PP0540  MODELED GRAV-     980,467.7   (mgal)                       NAVD 88
 PP0540
 PP0540  VERT ORDER  -  SECOND    CLASS 0
 PP0540
 PP0540.The horizontal coordinates were scaled from a topographic map and have
 PP0540.an estimated accuracy of +/- 6 seconds.
 PP0540
 PP0540.The orthometric height was determined by differential leveling
 PP0540.and adjusted by the National Geodetic Survey in June 1991..
 PP0540
 PP0540.The geoid height was determined by GEOID03.
 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     -   268,010.      886,030.      MT  (+/- 180 meters Scaled)
 PP0540
 PP0540                          SUPERSEDED SURVEY CONTROL
 PP0540
 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: 15TWK065281(NAD 83)
 PP0540_MARKER: DD = SURVEY DISK
 PP0540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0540_SP_SET: ABUTMENT
 PP0540_STAMPING: 2506-AT 1972
 PP0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0540
 PP0540  HISTORY     - Date     Condition        Report By
 PP0540  HISTORY     - 1972     MONUMENTED       MNDT
 PP0540  HISTORY     - 19951001 GOOD             USPSQD
 PP0540  HISTORY     - 20040918 GOOD             USPSQD
 PP0540
 PP0540                          STATION DESCRIPTION
 PP0540
 PP0540'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0361 ***********************************************************************
 PP0361  DESIGNATION -  2506 B
 PP0361  PID         -  PP0361
 PP0361  STATE/COUNTY-  MN/GOODHUE
 PP0361  USGS QUAD   -  ZUMBROTA (1968)
 PP0361
 PP0361                         *CURRENT SURVEY CONTROL
 PP0361  ___________________________________________________________________
 PP0361* NAD 83(1986)-  44 17 13.     (N)    092 40 44.     (W)     SCALED    
 PP0361* NAVD 88     -       314.694  (meters)    1032.46   (feet)  ADJUSTED  
 PP0361  ___________________________________________________________________
 PP0361  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 PP0361  DYNAMIC HT  -         314.636 (meters)    1032.27  (feet)  COMP
 PP0361  MODELED GRAV-     980,425.7   (mgal)                       NAVD 88
 PP0361
 PP0361  VERT ORDER  -  SECOND    CLASS 0
 PP0361
 PP0361.The horizontal coordinates were scaled from a topographic map and have
 PP0361.an estimated accuracy of +/- 6 seconds.
 PP0361
 PP0361.The orthometric height was determined by differential leveling
 PP0361.and adjusted by the National Geodetic Survey in June 1991..
 PP0361
 PP0361.The geoid height was determined by GEOID03.
 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     -   243,850.      905,440.      MT  (+/- 180 meters Scaled)
 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: 15TWK256037(NAD 83)
 PP0361_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0361+STABILITY: SURFACE MOTION
 PP0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0361+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0361
 PP0361  HISTORY     - Date     Condition        Report By
 PP0361  HISTORY     - 1961     MONUMENTED       MNDT
 PP0361  HISTORY     - 1972     GOOD             MNDT
 PP0361  HISTORY     - 20040918 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0362 ***********************************************************************
 PP0362  DESIGNATION -  2506 C
 PP0362  PID         -  PP0362
 PP0362  STATE/COUNTY-  MN/GOODHUE
 PP0362  USGS QUAD   -  ZUMBROTA (1968)
 PP0362
 PP0362                         *CURRENT SURVEY CONTROL
 PP0362  ___________________________________________________________________
 PP0362* NAD 83(1986)-  44 17 25.     (N)    092 41 02.     (W)     SCALED    
 PP0362* NAVD 88     -       318.064  (meters)    1043.52   (feet)  ADJUSTED  
 PP0362  ___________________________________________________________________
 PP0362  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 PP0362  DYNAMIC HT  -         318.005 (meters)    1043.32  (feet)  COMP
 PP0362  MODELED GRAV-     980,425.5   (mgal)                       NAVD 88
 PP0362
 PP0362  VERT ORDER  -  SECOND    CLASS 0
 PP0362
 PP0362.The horizontal coordinates were scaled from a topographic map and have
 PP0362.an estimated accuracy of +/- 6 seconds.
 PP0362
 PP0362.The orthometric height was determined by differential leveling
 PP0362.and adjusted by the National Geodetic Survey in June 1991..
 PP0362
 PP0362.The geoid height was determined by GEOID03.
 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     -   244,210.      905,030.      MT  (+/- 180 meters Scaled)
 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: 15TWK252041(NAD 83)
 PP0362_MARKER: DD = SURVEY DISK
 PP0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0362_STAMPING: 2506 C 1961 1043
 PP0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0362+STABILITY: SURFACE MOTION
 PP0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0362+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0362
 PP0362  HISTORY     - Date     Condition        Report By
 PP0362  HISTORY     - 1961     MONUMENTED       MNDT
 PP0362  HISTORY     - 1972     GOOD             MNDT
 PP0362  HISTORY     - 20040918 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0363 ***********************************************************************
 PP0363  DESIGNATION -  2506 D
 PP0363  PID         -  PP0363
 PP0363  STATE/COUNTY-  MN/GOODHUE
 PP0363  USGS QUAD   -  ZUMBROTA (1968)
 PP0363
 PP0363                         *CURRENT SURVEY CONTROL
 PP0363  ___________________________________________________________________
 PP0363* NAD 83(1986)-  44 17 33.     (N)    092 41 01.     (W)     SCALED    
 PP0363* NAVD 88     -       317.646  (meters)    1042.14   (feet)  ADJUSTED  
 PP0363  ___________________________________________________________________
 PP0363  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 PP0363  DYNAMIC HT  -         317.587 (meters)    1041.95  (feet)  COMP
 PP0363  MODELED GRAV-     980,425.6   (mgal)                       NAVD 88
 PP0363
 PP0363  VERT ORDER  -  SECOND    CLASS 0
 PP0363
 PP0363.The horizontal coordinates were scaled from a topographic map and have
 PP0363.an estimated accuracy of +/- 6 seconds.
 PP0363
 PP0363.The orthometric height was determined by differential leveling
 PP0363.and adjusted by the National Geodetic Survey in June 1991..
 PP0363
 PP0363.The geoid height was determined by GEOID03.
 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     -   244,460.      905,050.      MT  (+/- 180 meters Scaled)
 PP0363
 PP0363                          SUPERSEDED SURVEY CONTROL
 PP0363
 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: 15TWK252044(NAD 83)
 PP0363_MARKER: DD = SURVEY DISK
 PP0363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0363_SP_SET: BRIDGE
 PP0363_STAMPING: 2506 D 1961 1042
 PP0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0363+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0363
 PP0363  HISTORY     - Date     Condition        Report By
 PP0363  HISTORY     - 1961     MONUMENTED       MNDT
 PP0363  HISTORY     - 1972     GOOD             MNDT
 PP0363  HISTORY     - 20040918 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0223 ***********************************************************************
 PP0223  DESIGNATION -  2506 E
 PP0223  PID         -  PP0223
 PP0223  STATE/COUNTY-  MN/GOODHUE
 PP0223  USGS QUAD   -  ZUMBROTA (1968)
 PP0223
 PP0223                         *CURRENT SURVEY CONTROL
 PP0223  ___________________________________________________________________
 PP0223* NAD 83(1986)-  44 17 42.     (N)    092 41 09.     (W)     SCALED    
 PP0223* NAVD 88     -       306.244  (meters)    1004.74   (feet)  ADJUSTED  
 PP0223  ___________________________________________________________________
 PP0223  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 PP0223  DYNAMIC HT  -         306.187 (meters)    1004.55  (feet)  COMP
 PP0223  MODELED GRAV-     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
 PP0223.and adjusted by the National Geodetic Survey in June 1991..
 PP0223
 PP0223.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0223_STAMPING: 2506 E 1961 1004
 PP0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0223+STABILITY: SURFACE MOTION
 PP0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0223+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0223
 PP0223  HISTORY     - Date     Condition        Report By
 PP0223  HISTORY     - 1961     MONUMENTED       MNDT
 PP0223  HISTORY     - 1972     GOOD             MNDT
 PP0223  HISTORY     - 20040918 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0224 ***********************************************************************
 PP0224  DESIGNATION -  2506 E 1
 PP0224  PID         -  PP0224
 PP0224  STATE/COUNTY-  MN/GOODHUE
 PP0224  USGS QUAD   -  ZUMBROTA (1968)
 PP0224
 PP0224                         *CURRENT SURVEY CONTROL
 PP0224  ___________________________________________________________________
 PP0224* NAD 83(1986)-  44 17 47.     (N)    092 41 08.     (W)     SCALED    
 PP0224* NAVD 88     -       302.370  (meters)     992.03   (feet)  ADJUSTED  
 PP0224  ___________________________________________________________________
 PP0224  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 PP0224  DYNAMIC HT  -         302.314 (meters)     991.84  (feet)  COMP
 PP0224  MODELED GRAV-     980,425.6   (mgal)                       NAVD 88
 PP0224
 PP0224  VERT ORDER  -  SECOND    CLASS 0
 PP0224
 PP0224.The horizontal coordinates were scaled from a topographic map and have
 PP0224.an estimated accuracy of +/- 6 seconds.
 PP0224
 PP0224.The orthometric height was determined by differential leveling
 PP0224.and adjusted by the National Geodetic Survey in June 1991..
 PP0224
 PP0224.The geoid height was determined by GEOID03.
 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     -   244,890.      904,890.      MT  (+/- 180 meters Scaled)
 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: 15TWK250048(NAD 83)
 PP0224_MARKER: DD = SURVEY DISK
 PP0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0224_SP_SET: CULVERT
 PP0224_STAMPING: 2506 E1 1972
 PP0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0224+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0224
 PP0224  HISTORY     - Date     Condition        Report By
 PP0224  HISTORY     - 1972     MONUMENTED       MNDT
 PP0224  HISTORY     - 20040918 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0226 ***********************************************************************
 PP0226  DESIGNATION -  2506 G
 PP0226  PID         -  PP0226
 PP0226  STATE/COUNTY-  MN/GOODHUE
 PP0226  USGS QUAD   -  ZUMBROTA (1968)
 PP0226
 PP0226                         *CURRENT SURVEY CONTROL
 PP0226  ___________________________________________________________________
 PP0226* NAD 83(1986)-  44 18 12.     (N)    092 41 18.     (W)     SCALED    
 PP0226* NAVD 88     -       299.299  (meters)     981.95   (feet)  ADJUSTED  
 PP0226  ___________________________________________________________________
 PP0226  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 PP0226  DYNAMIC HT  -         299.243 (meters)     981.77  (feet)  COMP
 PP0226  MODELED GRAV-     980,425.7   (mgal)                       NAVD 88
 PP0226
 PP0226  VERT ORDER  -  SECOND    CLASS 0
 PP0226
 PP0226.The horizontal coordinates were scaled from a topographic map and have
 PP0226.an estimated accuracy of +/- 6 seconds.
 PP0226
 PP0226.The orthometric height was determined by differential leveling
 PP0226.and adjusted by the National Geodetic Survey in June 1991..
 PP0226
 PP0226.The geoid height was determined by GEOID03.
 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     -   245,660.      904,650.      MT  (+/- 180 meters Scaled)
 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: 15TWK248056(NAD 83)
 PP0226_MARKER: DD = SURVEY DISK
 PP0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0226_STAMPING: 2506 G 1961 981
 PP0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0226+STABILITY: SURFACE MOTION
 PP0226
 PP0226  HISTORY     - Date     Condition        Report By
 PP0226  HISTORY     - 1961     MONUMENTED       MNDT
 PP0226  HISTORY     - 1972     GOOD             MNDT
 PP0226  HISTORY     - 20040918 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0227 ***********************************************************************
 PP0227  DESIGNATION -  2506 H
 PP0227  PID         -  PP0227
 PP0227  STATE/COUNTY-  MN/GOODHUE
 PP0227  USGS QUAD   -  ZUMBROTA (1968)
 PP0227
 PP0227                         *CURRENT SURVEY CONTROL
 PP0227  ___________________________________________________________________
 PP0227* NAD 83(1986)-  44 18 23.     (N)    092 41 22.     (W)     SCALED    
 PP0227* NAVD 88     -       299.247  (meters)     981.78   (feet)  ADJUSTED  
 PP0227  ___________________________________________________________________
 PP0227  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 PP0227  DYNAMIC HT  -         299.191 (meters)     981.60  (feet)  COMP
 PP0227  MODELED GRAV-     980,425.7   (mgal)                       NAVD 88
 PP0227
 PP0227  VERT ORDER  -  SECOND    CLASS 0
 PP0227
 PP0227.The horizontal coordinates were scaled from a topographic map and have
 PP0227.an estimated accuracy of +/- 6 seconds.
 PP0227
 PP0227.The orthometric height was determined by differential leveling
 PP0227.and adjusted by the National Geodetic Survey in June 1991..
 PP0227
 PP0227.The geoid height was determined by GEOID03.
 PP0227
 PP0227.The dynamic height is computed by dividing the NAVD 88
 PP0227.geopotential number by the normal gravity value computed on the
 PP0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0227.degrees latitude (g = 980.6199 gals.).
 PP0227
 PP0227.The modeled gravity was interpolated from observed gravity values.
 PP0227
 PP0227;                    North         East    Units  Estimated Accuracy
 PP0227;SPC MN S     -   245,990.      904,560.      MT  (+/- 180 meters Scaled)
 PP0227
 PP0227                          SUPERSEDED SURVEY CONTROL
 PP0227
 PP0227  NGVD 29 (??/??/92)  299.200  (m)          981.63   (f) ADJ UNCH    2 0
 PP0227
 PP0227.Superseded values are not recommended for survey control.
 PP0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0227.See file dsdata.txt to determine how the superseded data were derived.
 PP0227
 PP0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK247059(NAD 83)
 PP0227_MARKER: DD = SURVEY DISK
 PP0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0227_STAMPING: 2506 H 1961 981
 PP0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0227+STABILITY: SURFACE MOTION
 PP0227
 PP0227  HISTORY     - Date     Condition        Report By
 PP0227  HISTORY     - 1961     MONUMENTED       MNDT
 PP0227  HISTORY     - 1972     GOOD             MNDT
 PP0227  HISTORY     - 20040918 GOOD             USPSQD
 PP0227
 PP0227                          STATION DESCRIPTION
 PP0227
 PP0227'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0227'1.3 MI NW FROM ZUMBROTA.
 PP0227'MARK IS LOCATED 0.75 MILE WEST ALONG 3RD STREET FROM THE JUNCTION OF
 PP0227'3RD STREET AND T.H. 58 IN ZUMBROTA, THENCE 1.0 MILE NORTH ALONG T.H.
 PP0227'52 FROM THE T.H. 60 BRIDGE, 99 FEET NORTHEAST OF THE CENTERLINE OF THE
 PP0227'NORTHBOUND LANE OF T.H. 52 AT MILE POINT 79.3 (STA. 1052+00), 65 FEET
 PP0227'NORTHWEST OF A 3 INCH WILLOW WHICH IS AT THE NORTH END OF A TREE LINE,
 PP0227'56 FEET WEST OF THE CENTERLINE OF A ROAD (OLD T.H. 52), ABOUT 200 FEET
 PP0227'SOUTH OF THE END OF THE OLD ROADWAY, 20 FEET WEST OF THE WEST LEG OF A
 PP0227'SIGN (INTERNATIONAL HARVERSTER), 2 FEET NORTHWEST OF A METAL
 PP0227'UNDERGROUND CABLE MARKER, 0.3 FEET WEST OF A STEEL WITNESS POST, IN
 PP0227'THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 PP0227'GROUND.  NW 1/4 SECTION 25, T 110N, R 16W.
 PP0227
 PP0227                          STATION RECOVERY (2004)
 PP0227
 PP0227'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0227'REFERENCE TIES TO 3 INCH WILLOW AND INTERNATIONAL HARVESTER SIGN NO
 PP0227'LONGER VALID. ADD 75 FEET NORTH OF NORTHEST PILLAR OF ZUMBROTA SIGN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0228 ***********************************************************************
 PP0228  DESIGNATION -  2506 J
 PP0228  PID         -  PP0228
 PP0228  STATE/COUNTY-  MN/GOODHUE
 PP0228  USGS QUAD   -  ZUMBROTA (1968)
 PP0228
 PP0228                         *CURRENT SURVEY CONTROL
 PP0228  ___________________________________________________________________
 PP0228* NAD 83(1986)-  44 18 26.     (N)    092 41 30.     (W)     SCALED    
 PP0228* NAVD 88     -       297.870  (meters)     977.26   (feet)  ADJUSTED  
 PP0228  ___________________________________________________________________
 PP0228  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 PP0228  DYNAMIC HT  -         297.815 (meters)     977.08  (feet)  COMP
 PP0228  MODELED GRAV-     980,425.6   (mgal)                       NAVD 88
 PP0228
 PP0228  VERT ORDER  -  SECOND    CLASS 0
 PP0228
 PP0228.The horizontal coordinates were scaled from a topographic map and have
 PP0228.an estimated accuracy of +/- 6 seconds.
 PP0228
 PP0228.The orthometric height was determined by differential leveling
 PP0228.and adjusted by the National Geodetic Survey in June 1991..
 PP0228
 PP0228.The geoid height was determined by GEOID03.
 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     -   246,080.      904,380.      MT  (+/- 180 meters Scaled)
 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: 15TWK245060(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0230 ***********************************************************************
 PP0230  DESIGNATION -  2506 L
 PP0230  PID         -  PP0230
 PP0230  STATE/COUNTY-  MN/GOODHUE
 PP0230  USGS QUAD   -  ZUMBROTA (1968)
 PP0230
 PP0230                         *CURRENT SURVEY CONTROL
 PP0230  ___________________________________________________________________
 PP0230* NAD 83(1986)-  44 18 54.     (N)    092 42 03.     (W)     SCALED    
 PP0230* NAVD 88     -       300.410  (meters)     985.60   (feet)  ADJUSTED  
 PP0230  ___________________________________________________________________
 PP0230  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 PP0230  DYNAMIC HT  -         300.355 (meters)     985.41  (feet)  COMP
 PP0230  MODELED GRAV-     980,425.2   (mgal)                       NAVD 88
 PP0230
 PP0230  VERT ORDER  -  SECOND    CLASS 0
 PP0230
 PP0230.The horizontal coordinates were scaled from a topographic map and have
 PP0230.an estimated accuracy of +/- 6 seconds.
 PP0230
 PP0230.The orthometric height was determined by differential leveling
 PP0230.and adjusted by the National Geodetic Survey in June 1991..
 PP0230
 PP0230.The geoid height was determined by GEOID03.
 PP0230
 PP0230.The dynamic height is computed by dividing the NAVD 88
 PP0230.geopotential number by the normal gravity value computed on the
 PP0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0230.degrees latitude (g = 980.6199 gals.).
 PP0230
 PP0230.The modeled gravity was interpolated from observed gravity values.
 PP0230
 PP0230;                    North         East    Units  Estimated Accuracy
 PP0230;SPC MN S     -   246,940.      903,640.      MT  (+/- 180 meters Scaled)
 PP0230
 PP0230                          SUPERSEDED SURVEY CONTROL
 PP0230
 PP0230  NGVD 29 (??/??/92)  300.361  (m)          985.43   (f) ADJ UNCH    2 0
 PP0230
 PP0230.Superseded values are not recommended for survey control.
 PP0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0230.See file dsdata.txt to determine how the superseded data were derived.
 PP0230
 PP0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK238069(NAD 83)
 PP0230_MARKER: DD = SURVEY DISK
 PP0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0230_STAMPING: 2506 L 1972
 PP0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0230+STABILITY: SURFACE MOTION
 PP0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0230+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0230
 PP0230  HISTORY     - Date     Condition        Report By
 PP0230  HISTORY     - 1972     MONUMENTED       MNDT
 PP0230  HISTORY     - 20040918 GOOD             USPSQD
 PP0230
 PP0230                          STATION DESCRIPTION
 PP0230
 PP0230'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0230'2.2 MI NW FROM ZUMBROTA.
 PP0230'MARK IS LOCATED 0.75 MILE WEST ALONG 3RD STREET FROM THE JUNCTION OF
 PP0230'3RD STREET AND T.H. 58 IN ZUMBROTA, THENCE 1.8 MILES NORTHWEST ALONG
 PP0230'T.H. 52 FROM THE T.H. 60 BRIDGE, 86 FEET SOUTHWEST OF THE CENTERLINE
 PP0230'OF THE SOUTHBOUND LANE OF T.H. 52 MILE POST 80.1, ABOUT 150 FEET
 PP0230'SOUTHEAST OF A TWO-STORY FRAME HOUSE (PAINTED WHITE IN 1972), 11 FEET
 PP0230'SOUTHEAST OF A BURIED CABLE MARKER, 87 FEET SOUTHEAST OF A POWER POLE
 PP0230'41 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, 1 FOOT NORTHEAST OF A
 PP0230'STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT
 PP0230'PROJECTING 4 INCHES ABOVE THE GROUND.  SE 1/4 SECTION 23, T 110N, R
 PP0230'16W.
 PP0230
 PP0230                          STATION RECOVERY (2004)
 PP0230
 PP0230'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0231 ***********************************************************************
 PP0231  DESIGNATION -  2506 L 1
 PP0231  PID         -  PP0231
 PP0231  STATE/COUNTY-  MN/GOODHUE
 PP0231  USGS QUAD   -  ZUMBROTA (1968)
 PP0231
 PP0231                         *CURRENT SURVEY CONTROL
 PP0231  ___________________________________________________________________
 PP0231* NAD 83(1986)-  44 19 09.     (N)    092 42 17.     (W)     SCALED    
 PP0231* NAVD 88     -       301.407  (meters)     988.87   (feet)  ADJUSTED  
 PP0231  ___________________________________________________________________
 PP0231  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 PP0231  DYNAMIC HT  -         301.351 (meters)     988.68  (feet)  COMP
 PP0231  MODELED GRAV-     980,425.0   (mgal)                       NAVD 88
 PP0231
 PP0231  VERT ORDER  -  SECOND    CLASS 0
 PP0231
 PP0231.The horizontal coordinates were scaled from a topographic map and have
 PP0231.an estimated accuracy of +/- 6 seconds.
 PP0231
 PP0231.The orthometric height was determined by differential leveling
 PP0231.and adjusted by the National Geodetic Survey in June 1991..
 PP0231
 PP0231.The geoid height was determined by GEOID03.
 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     -   247,390.      903,320.      MT  (+/- 180 meters Scaled)
 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: 15TWK235073(NAD 83)
 PP0231_MARKER: DD = SURVEY DISK
 PP0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0231_SP_SET: ABUTMENT
 PP0231_STAMPING: 2506 L1 1972
 PP0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0231+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0231
 PP0231  HISTORY     - Date     Condition        Report By
 PP0231  HISTORY     - 1972     MONUMENTED       MNDT
 PP0231  HISTORY     - 20040918 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0233 ***********************************************************************
 PP0233  DESIGNATION -  2506 M
 PP0233  PID         -  PP0233
 PP0233  STATE/COUNTY-  MN/GOODHUE
 PP0233  USGS QUAD   -  ZUMBROTA (1968)
 PP0233
 PP0233                         *CURRENT SURVEY CONTROL
 PP0233  ___________________________________________________________________
 PP0233* NAD 83(1986)-  44 19 27.     (N)    092 42 36.     (W)     SCALED    
 PP0233* NAVD 88     -       302.065  (meters)     991.02   (feet)  ADJUSTED  
 PP0233  ___________________________________________________________________
 PP0233  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 PP0233  DYNAMIC HT  -         302.009 (meters)     990.84  (feet)  COMP
 PP0233  MODELED GRAV-     980,424.8   (mgal)                       NAVD 88
 PP0233
 PP0233  VERT ORDER  -  SECOND    CLASS 0
 PP0233
 PP0233.The horizontal coordinates were scaled from a topographic map and have
 PP0233.an estimated accuracy of +/- 6 seconds.
 PP0233
 PP0233.The orthometric height was determined by differential leveling
 PP0233.and adjusted by the National Geodetic Survey in June 1991..
 PP0233
 PP0233.The geoid height was determined by GEOID03.
 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     -   247,940.      902,890.      MT  (+/- 180 meters Scaled)
 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: 15TWK231079(NAD 83)
 PP0233_MARKER: DD = SURVEY DISK
 PP0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0233_SP_SET: CULVERT
 PP0233_STAMPING: 2506 M 1972
 PP0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0233+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0233
 PP0233  HISTORY     - Date     Condition        Report By
 PP0233  HISTORY     - 1972     MONUMENTED       MNDT
 PP0233  HISTORY     - 20040918 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0234 ***********************************************************************
 PP0234  DESIGNATION -  2506 N
 PP0234  PID         -  PP0234
 PP0234  STATE/COUNTY-  MN/GOODHUE
 PP0234  USGS QUAD   -  ZUMBROTA (1968)
 PP0234
 PP0234                         *CURRENT SURVEY CONTROL
 PP0234  ___________________________________________________________________
 PP0234* NAD 83(1986)-  44 19 31.     (N)    092 42 57.     (W)     SCALED    
 PP0234* NAVD 88     -       313.425  (meters)    1028.30   (feet)  ADJUSTED  
 PP0234  ___________________________________________________________________
 PP0234  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 PP0234  DYNAMIC HT  -         313.367 (meters)    1028.10  (feet)  COMP
 PP0234  MODELED GRAV-     980,424.5   (mgal)                       NAVD 88
 PP0234
 PP0234  VERT ORDER  -  SECOND    CLASS 0
 PP0234
 PP0234.The horizontal coordinates were scaled from a topographic map and have
 PP0234.an estimated accuracy of +/- 6 seconds.
 PP0234
 PP0234.The orthometric height was determined by differential leveling
 PP0234.and adjusted by the National Geodetic Survey in June 1991..
 PP0234
 PP0234.The geoid height was determined by GEOID03.
 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     -   248,060.      902,420.      MT  (+/- 180 meters Scaled)
 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: 15TWK226080(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0235 ***********************************************************************
 PP0235  DESIGNATION -  2506 O
 PP0235  PID         -  PP0235
 PP0235  STATE/COUNTY-  MN/GOODHUE
 PP0235  USGS QUAD   -  ZUMBROTA (1968)
 PP0235
 PP0235                         *CURRENT SURVEY CONTROL
 PP0235  ___________________________________________________________________
 PP0235* NAD 83(1986)-  44 19 41.     (N)    092 43 25.     (W)     SCALED    
 PP0235* NAVD 88     -       334.401  (meters)    1097.11   (feet)  ADJUSTED  
 PP0235  ___________________________________________________________________
 PP0235  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 PP0235  DYNAMIC HT  -         334.339 (meters)    1096.91  (feet)  COMP
 PP0235  MODELED GRAV-     980,424.2   (mgal)                       NAVD 88
 PP0235
 PP0235  VERT ORDER  -  SECOND    CLASS 0
 PP0235
 PP0235.The horizontal coordinates were scaled from a topographic map and have
 PP0235.an estimated accuracy of +/- 6 seconds.
 PP0235
 PP0235.The orthometric height was determined by differential leveling
 PP0235.and adjusted by the National Geodetic Survey in June 1991..
 PP0235
 PP0235.The geoid height was determined by GEOID03.
 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     -   248,360.      901,800.      MT  (+/- 180 meters Scaled)
 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: 15TWK220083(NAD 83)
 PP0235_MARKER: DD = SURVEY DISK
 PP0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0235_STAMPING: 2506-O 1972
 PP0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0235+STABILITY: SURFACE MOTION
 PP0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0235+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0235
 PP0235  HISTORY     - Date     Condition        Report By
 PP0235  HISTORY     - 1972     MONUMENTED       MNDT
 PP0235  HISTORY     - 20040918 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0237 ***********************************************************************
 PP0237  DESIGNATION -  2506 P
 PP0237  PID         -  PP0237
 PP0237  STATE/COUNTY-  MN/GOODHUE
 PP0237  USGS QUAD   -  ZUMBROTA (1968)
 PP0237
 PP0237                         *CURRENT SURVEY CONTROL
 PP0237  ___________________________________________________________________
 PP0237* NAD 83(1986)-  44 19 52.     (N)    092 43 51.     (W)     SCALED    
 PP0237* NAVD 88     -       344.952  (meters)    1131.73   (feet)  ADJUSTED  
 PP0237  ___________________________________________________________________
 PP0237  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 PP0237  DYNAMIC HT  -         344.888 (meters)    1131.52  (feet)  COMP
 PP0237  MODELED GRAV-     980,424.0   (mgal)                       NAVD 88
 PP0237
 PP0237  VERT ORDER  -  SECOND    CLASS 0
 PP0237
 PP0237.The horizontal coordinates were scaled from a topographic map and have
 PP0237.an estimated accuracy of +/- 6 seconds.
 PP0237
 PP0237.The orthometric height was determined by differential leveling
 PP0237.and adjusted by the National Geodetic Survey in June 1991..
 PP0237
 PP0237.The geoid height was determined by GEOID03.
 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     -   248,690.      901,220.      MT  (+/- 180 meters Scaled)
 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: 15TWK214086(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0238 ***********************************************************************
 PP0238  DESIGNATION -  2506 Q
 PP0238  PID         -  PP0238
 PP0238  STATE/COUNTY-  MN/GOODHUE
 PP0238  USGS QUAD   -  ZUMBROTA (1968)
 PP0238
 PP0238                         *CURRENT SURVEY CONTROL
 PP0238  ___________________________________________________________________
 PP0238* NAD 83(1986)-  44 20 04.     (N)    092 44 16.     (W)     SCALED    
 PP0238* NAVD 88     -       345.242  (meters)    1132.68   (feet)  ADJUSTED  
 PP0238  ___________________________________________________________________
 PP0238  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 PP0238  DYNAMIC HT  -         345.178 (meters)    1132.47  (feet)  COMP
 PP0238  MODELED GRAV-     980,423.7   (mgal)                       NAVD 88
 PP0238
 PP0238  VERT ORDER  -  SECOND    CLASS 0
 PP0238
 PP0238.The horizontal coordinates were scaled from a topographic map and have
 PP0238.an estimated accuracy of +/- 6 seconds.
 PP0238
 PP0238.The orthometric height was determined by differential leveling
 PP0238.and adjusted by the National Geodetic Survey in June 1991..
 PP0238
 PP0238.The geoid height was determined by GEOID03.
 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     -   249,050.      900,660.      MT  (+/- 180 meters Scaled)
 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: 15TWK209090(NAD 83)
 PP0238_MARKER: DD = SURVEY DISK
 PP0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0238_SP_SET: POLE
 PP0238_STAMPING: 2506 Q 1972
 PP0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0238+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0238
 PP0238  HISTORY     - Date     Condition        Report By
 PP0238  HISTORY     - 1972     MONUMENTED       MNDT
 PP0238  HISTORY     - 20040918 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0239 ***********************************************************************
 PP0239  DESIGNATION -  2506 R
 PP0239  PID         -  PP0239
 PP0239  STATE/COUNTY-  MN/GOODHUE
 PP0239  USGS QUAD   -  ZUMBROTA (1968)
 PP0239
 PP0239                         *CURRENT SURVEY CONTROL
 PP0239  ___________________________________________________________________
 PP0239* NAD 83(1986)-  44 20 11.     (N)    092 44 44.     (W)     SCALED    
 PP0239* NAVD 88     -       358.754  (meters)    1177.01   (feet)  ADJUSTED  
 PP0239  ___________________________________________________________________
 PP0239  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 PP0239  DYNAMIC HT  -         358.688 (meters)    1176.80  (feet)  COMP
 PP0239  MODELED GRAV-     980,423.4   (mgal)                       NAVD 88
 PP0239
 PP0239  VERT ORDER  -  SECOND    CLASS 0
 PP0239
 PP0239.The horizontal coordinates were scaled from a topographic map and have
 PP0239.an estimated accuracy of +/- 6 seconds.
 PP0239
 PP0239.The orthometric height was determined by differential leveling
 PP0239.and adjusted by the National Geodetic Survey in June 1991..
 PP0239
 PP0239.The geoid height was determined by GEOID03.
 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     -   249,260.      900,030.      MT  (+/- 180 meters Scaled)
 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: 15TWK202092(NAD 83)
 PP0239_MARKER: DD = SURVEY DISK
 PP0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0239_STAMPING: 2506 R 1972
 PP0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0239+STABILITY: SURFACE MOTION
 PP0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0239+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0239
 PP0239  HISTORY     - Date     Condition        Report By
 PP0239  HISTORY     - 1972     MONUMENTED       MNDT
 PP0239  HISTORY     - 20040918 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0240 ***********************************************************************
 PP0240  DESIGNATION -  2506 R 1
 PP0240  PID         -  PP0240
 PP0240  STATE/COUNTY-  MN/GOODHUE
 PP0240  USGS QUAD   -  WANAMINGO (1980)
 PP0240
 PP0240                         *CURRENT SURVEY CONTROL
 PP0240  ___________________________________________________________________
 PP0240* NAD 83(1986)-  44 20 20.     (N)    092 45 08.     (W)     SCALED    
 PP0240* NAVD 88     -       360.111  (meters)    1181.46   (feet)  ADJUSTED  
 PP0240  ___________________________________________________________________
 PP0240  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 PP0240  DYNAMIC HT  -         360.045 (meters)    1181.25  (feet)  COMP
 PP0240  MODELED GRAV-     980,423.2   (mgal)                       NAVD 88
 PP0240
 PP0240  VERT ORDER  -  SECOND    CLASS 0
 PP0240
 PP0240.The horizontal coordinates were scaled from a topographic map and have
 PP0240.an estimated accuracy of +/- 6 seconds.
 PP0240
 PP0240.The orthometric height was determined by differential leveling
 PP0240.and adjusted by the National Geodetic Survey in June 1991..
 PP0240
 PP0240.The geoid height was determined by GEOID03.
 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     -   249,530.      899,500.      MT  (+/- 180 meters Scaled)
 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: 15TWK197095(NAD 83)
 PP0240_MARKER: DD = SURVEY DISK
 PP0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0240_STAMPING: 2506 R1 1972
 PP0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0240+STABILITY: SURFACE MOTION
 PP0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0240+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0240
 PP0240  HISTORY     - Date     Condition        Report By
 PP0240  HISTORY     - 1972     MONUMENTED       MNDT
 PP0240  HISTORY     - 20040918 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0241 ***********************************************************************
 PP0241  DESIGNATION -  2506 S
 PP0241  PID         -  PP0241
 PP0241  STATE/COUNTY-  MN/GOODHUE
 PP0241  USGS QUAD   -  WANAMINGO (1980)
 PP0241
 PP0241                         *CURRENT SURVEY CONTROL
 PP0241  ___________________________________________________________________
 PP0241* NAD 83(1986)-  44 20 34.     (N)    092 45 40.     (W)     SCALED    
 PP0241* NAVD 88     -       367.481  (meters)    1205.64   (feet)  ADJUSTED  
 PP0241  ___________________________________________________________________
 PP0241  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 PP0241  DYNAMIC HT  -         367.413 (meters)    1205.42  (feet)  COMP
 PP0241  MODELED GRAV-     980,422.7   (mgal)                       NAVD 88
 PP0241
 PP0241  VERT ORDER  -  SECOND    CLASS 0
 PP0241
 PP0241.The horizontal coordinates were scaled from a topographic map and have
 PP0241.an estimated accuracy of +/- 6 seconds.
 PP0241
 PP0241.The orthometric height was determined by differential leveling
 PP0241.and adjusted by the National Geodetic Survey in June 1991..
 PP0241
 PP0241.The geoid height was determined by GEOID03.
 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     -   249,950.      898,780.      MT  (+/- 180 meters Scaled)
 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: 15TWK190099(NAD 83)
 PP0241_MARKER: DD = SURVEY DISK
 PP0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0241_STAMPING: 2506 S 1972
 PP0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0241+STABILITY: SURFACE MOTION
 PP0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0241+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0241
 PP0241  HISTORY     - Date     Condition        Report By
 PP0241  HISTORY     - 1972     MONUMENTED       MNDT
 PP0241  HISTORY     - 20040918 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0244 ***********************************************************************
 PP0244  DESIGNATION -  2506 S 1
 PP0244  PID         -  PP0244
 PP0244  STATE/COUNTY-  MN/GOODHUE
 PP0244  USGS QUAD   -  WANAMINGO (1980)
 PP0244
 PP0244                         *CURRENT SURVEY CONTROL
 PP0244  ___________________________________________________________________
 PP0244* NAD 83(1986)-  44 20 59.     (N)    092 45 41.     (W)     SCALED    
 PP0244* NAVD 88     -       360.752  (meters)    1183.57   (feet)  ADJUSTED  
 PP0244  ___________________________________________________________________
 PP0244  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 PP0244  DYNAMIC HT  -         360.685 (meters)    1183.35  (feet)  COMP
 PP0244  MODELED GRAV-     980,422.7   (mgal)                       NAVD 88
 PP0244
 PP0244  VERT ORDER  -  SECOND    CLASS 0
 PP0244
 PP0244.The horizontal coordinates were scaled from a topographic map and have
 PP0244.an estimated accuracy of +/- 6 seconds.
 PP0244
 PP0244.The orthometric height was determined by differential leveling
 PP0244.and adjusted by the National Geodetic Survey in June 1991..
 PP0244
 PP0244.The geoid height was determined by GEOID03.
 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     -   250,720.      898,750.      MT  (+/- 180 meters Scaled)
 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: 15TWK190107(NAD 83)
 PP0244_MARKER: DD = SURVEY DISK
 PP0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0244_SP_SET: CULVERT
 PP0244_STAMPING: 2506 S1 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0246 ***********************************************************************
 PP0246  DESIGNATION -  2506 T
 PP0246  PID         -  PP0246
 PP0246  STATE/COUNTY-  MN/GOODHUE
 PP0246  USGS QUAD   -  WANAMINGO (1980)
 PP0246
 PP0246                         *CURRENT SURVEY CONTROL
 PP0246  ___________________________________________________________________
 PP0246* NAD 83(1986)-  44 20 50.     (N)    092 46 16.     (W)     SCALED    
 PP0246* NAVD 88     -       378.318  (meters)    1241.20   (feet)  ADJUSTED  
 PP0246  ___________________________________________________________________
 PP0246  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 PP0246  DYNAMIC HT  -         378.248 (meters)    1240.97  (feet)  COMP
 PP0246  MODELED GRAV-     980,423.7   (mgal)                       NAVD 88
 PP0246
 PP0246  VERT ORDER  -  SECOND    CLASS 0
 PP0246
 PP0246.The horizontal coordinates were scaled from a topographic map and have
 PP0246.an estimated accuracy of +/- 6 seconds.
 PP0246
 PP0246.The orthometric height was determined by differential leveling
 PP0246.and adjusted by the National Geodetic Survey in June 1991..
 PP0246
 PP0246.The geoid height was determined by GEOID03.
 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     -   250,430.      897,980.      MT  (+/- 180 meters Scaled)
 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: 15TWK182104(NAD 83)
 PP0246_MARKER: DD = SURVEY DISK
 PP0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0246_STAMPING: 2506 T 1972
 PP0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0246+STABILITY: SURFACE MOTION
 PP0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0246+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0247 ***********************************************************************
 PP0247  DESIGNATION -  2506 U
 PP0247  PID         -  PP0247
 PP0247  STATE/COUNTY-  MN/GOODHUE
 PP0247  USGS QUAD   -  WANAMINGO (1980)
 PP0247
 PP0247                         *CURRENT SURVEY CONTROL
 PP0247  ___________________________________________________________________
 PP0247* NAD 83(1996)-  44 21 02.65996(N)    092 46 37.29174(W)     ADJUSTED  
 PP0247* NAVD 88     -       376.104  (meters)    1233.93   (feet)  ADJUSTED  
 PP0247  ___________________________________________________________________
 PP0247  X           -    -221,343.650 (meters)                     COMP
 PP0247  Y           -  -4,563,200.711 (meters)                     COMP
 PP0247  Z           -   4,436,285.297 (meters)                     COMP
 PP0247  LAPLACE CORR-          -7.49  (seconds)                    DEFLEC99
 PP0247  ELLIP HEIGHT-         346.46  (meters)          (11/05/04) GPS OBS
 PP0247  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 PP0247  DYNAMIC HT  -         376.036 (meters)    1233.71  (feet)  COMP
 PP0247  MODELED GRAV-     980,425.5   (mgal)                       NAVD 88
 PP0247
 PP0247  HORZ ORDER  -  FIRST
 PP0247  VERT ORDER  -  SECOND    CLASS 0
 PP0247  ELLP ORDER  -  FOURTH    CLASS I
 PP0247
 PP0247.The horizontal coordinates were established by GPS observations
 PP0247.and adjusted by the MN DEPT OF TRANSP in November 2004..
 PP0247
 PP0247.The orthometric height was determined by differential leveling
 PP0247.and adjusted by the National Geodetic Survey in June 1991..
 PP0247
 PP0247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0247
 PP0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP0247
 PP0247.The ellipsoidal height was determined by GPS observations
 PP0247.and is referenced to NAD 83.
 PP0247
 PP0247.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP0247;SPC MN S     -   250,811.630   897,499.535   MT  0.99992549   +0 51 26.0
 PP0247;UTM  15      - 4,910,854.009   517,771.137   MT  0.99960388   +0 09 21.1
 PP0247
 PP0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0247!SPC MN S     -   0.99994568  x   0.99992549  =   0.99987117
 PP0247!UTM  15      -   0.99994568  x   0.99960388  =   0.99954958
 PP0247
 PP0247                          SUPERSEDED SURVEY CONTROL
 PP0247
 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_MARKER: DD = SURVEY 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: MNDT  
 PP0247_PROJECTION: PROJECTING 10 CENTIMETERS
 PP0247_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0247+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0247
 PP0247  HISTORY     - Date     Condition        Report By
 PP0247  HISTORY     - 1972     MONUMENTED       MNDT
 PP0247  HISTORY     - 20040610 GOOD             MNDT
 PP0247  HISTORY     - 20040918 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0249 ***********************************************************************
 PP0249  DESIGNATION -  2506 W
 PP0249  PID         -  PP0249
 PP0249  STATE/COUNTY-  MN/GOODHUE
 PP0249  USGS QUAD   -  WANAMINGO (1980)
 PP0249
 PP0249                         *CURRENT SURVEY CONTROL
 PP0249  ___________________________________________________________________
 PP0249* NAD 83(1986)-  44 21 33.     (N)    092 47 20.     (W)     SCALED    
 PP0249* NAVD 88     -       375.086  (meters)    1230.59   (feet)  ADJUSTED  
 PP0249  ___________________________________________________________________
 PP0249  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 PP0249  DYNAMIC HT  -         375.019 (meters)    1230.37  (feet)  COMP
 PP0249  MODELED GRAV-     980,429.1   (mgal)                       NAVD 88
 PP0249
 PP0249  VERT ORDER  -  SECOND    CLASS 0
 PP0249
 PP0249.The horizontal coordinates were scaled from a topographic map and have
 PP0249.an estimated accuracy of +/- 6 seconds.
 PP0249
 PP0249.The orthometric height was determined by differential leveling
 PP0249.and adjusted by the National Geodetic Survey in June 1991..
 PP0249
 PP0249.The geoid height was determined by GEOID03.
 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     -   251,730.      896,540.      MT  (+/- 180 meters Scaled)
 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: 15TWK168117(NAD 83)
 PP0249_MARKER: DD = SURVEY DISK
 PP0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0249_STAMPING: 2506 W 1972
 PP0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0249+STABILITY: SURFACE MOTION
 PP0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0249+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0249
 PP0249  HISTORY     - Date     Condition        Report By
 PP0249  HISTORY     - 1972     MONUMENTED       MNDT
 PP0249  HISTORY     - 20040918 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0267 ***********************************************************************
 PP0267  DESIGNATION -  2506 X
 PP0267  PID         -  PP0267
 PP0267  STATE/COUNTY-  MN/GOODHUE
 PP0267  USGS QUAD   -  WANAMINGO (1980)
 PP0267
 PP0267                         *CURRENT SURVEY CONTROL
 PP0267  ___________________________________________________________________
 PP0267* NAD 83(1986)-  44 22 05.     (N)    092 48 11.     (W)     SCALED    
 PP0267* NAVD 88     -       354.921  (meters)    1164.44   (feet)  ADJUSTED  
 PP0267  ___________________________________________________________________
 PP0267  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 PP0267  DYNAMIC HT  -         354.858 (meters)    1164.23  (feet)  COMP
 PP0267  MODELED GRAV-     980,432.9   (mgal)                       NAVD 88
 PP0267
 PP0267  VERT ORDER  -  SECOND    CLASS 0
 PP0267
 PP0267.The horizontal coordinates were scaled from a topographic map and have
 PP0267.an estimated accuracy of +/- 6 seconds.
 PP0267
 PP0267.The orthometric height was determined by differential leveling
 PP0267.and adjusted by the National Geodetic Survey in June 1991..
 PP0267
 PP0267.The geoid height was determined by GEOID03.
 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     -   252,710.      895,400.      MT  (+/- 180 meters Scaled)
 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: 15TWK156127(NAD 83)
 PP0267_MARKER: DD = SURVEY DISK
 PP0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0268 ***********************************************************************
 PP0268  DESIGNATION -  2506 Y
 PP0268  PID         -  PP0268
 PP0268  STATE/COUNTY-  MN/GOODHUE
 PP0268  USGS QUAD   -  WANAMINGO (1980)
 PP0268
 PP0268                         *CURRENT SURVEY CONTROL
 PP0268  ___________________________________________________________________
 PP0268* NAD 83(1986)-  44 22 18.     (N)    092 48 21.     (W)     SCALED    
 PP0268* NAVD 88     -       368.406  (meters)    1208.68   (feet)  ADJUSTED  
 PP0268  ___________________________________________________________________
 PP0268  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 PP0268  DYNAMIC HT  -         368.341 (meters)    1208.47  (feet)  COMP
 PP0268  MODELED GRAV-     980,433.7   (mgal)                       NAVD 88
 PP0268
 PP0268  VERT ORDER  -  SECOND    CLASS 0
 PP0268
 PP0268.The horizontal coordinates were scaled from a topographic map and have
 PP0268.an estimated accuracy of +/- 6 seconds.
 PP0268
 PP0268.The orthometric height was determined by differential leveling
 PP0268.and adjusted by the National Geodetic Survey in June 1991..
 PP0268
 PP0268.The geoid height was determined by GEOID03.
 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     -   253,100.      895,170.      MT  (+/- 180 meters Scaled)
 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: 15TWK154131(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0269 ***********************************************************************
 PP0269  DESIGNATION -  2506 Z
 PP0269  PID         -  PP0269
 PP0269  STATE/COUNTY-  MN/GOODHUE
 PP0269  USGS QUAD   -  WHITE ROCK (1982)
 PP0269
 PP0269                         *CURRENT SURVEY CONTROL
 PP0269  ___________________________________________________________________
 PP0269* NAD 83(1986)-  44 22 35.     (N)    092 48 40.     (W)     SCALED    
 PP0269* NAVD 88     -       356.527  (meters)    1169.71   (feet)  ADJUSTED  
 PP0269  ___________________________________________________________________
 PP0269  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 PP0269  DYNAMIC HT  -         356.465 (meters)    1169.50  (feet)  COMP
 PP0269  MODELED GRAV-     980,435.2   (mgal)                       NAVD 88
 PP0269
 PP0269  VERT ORDER  -  SECOND    CLASS 0
 PP0269
 PP0269.The horizontal coordinates were scaled from a topographic map and have
 PP0269.an estimated accuracy of +/- 6 seconds.
 PP0269
 PP0269.The orthometric height was determined by differential leveling
 PP0269.and adjusted by the National Geodetic Survey in June 1991..
 PP0269
 PP0269.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PP0269;SPC MN S     -   253,620.      894,740.      MT  (+/- 180 meters Scaled)
 PP0269
 PP0269                          SUPERSEDED SURVEY CONTROL
 PP0269
 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: 15TWK150136(NAD 83)
 PP0269_MARKER: DD = SURVEY DISK
 PP0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0269_STAMPING: 2506-Z 1972
 PP0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0269+STABILITY: SURFACE MOTION
 PP0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0269+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0269
 PP0269  HISTORY     - Date     Condition        Report By
 PP0269  HISTORY     - 1972     MONUMENTED       MNDT
 PP0269  HISTORY     - 20040918 GOOD             USPSQD
 PP0269
 PP0269                          STATION DESCRIPTION
 PP0269
 PP0269'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2831 ***********************************************************************
 AE2831  DESIGNATION -  2507 A
 AE2831  PID         -  AE2831
 AE2831  STATE/COUNTY-  MN/GOODHUE
 AE2831  USGS QUAD   -  KENYON (1980)
 AE2831
 AE2831                         *CURRENT SURVEY CONTROL
 AE2831  ___________________________________________________________________
 AE2831* NAD 83(1996)-  44 15 30.55517(N)    092 58 23.61968(W)     ADJUSTED  
 AE2831* NAVD 88     -       361.116  (meters)    1184.76   (feet)  ADJUSTED  
 AE2831  ___________________________________________________________________
 AE2831  X           -    -237,339.301 (meters)                     COMP
 AE2831  Y           -  -4,569,556.473 (meters)                     COMP
 AE2831  Z           -   4,428,939.120 (meters)                     COMP
 AE2831  LAPLACE CORR-          -8.43  (seconds)                    DEFLEC99
 AE2831  ELLIP HEIGHT-         332.23  (meters)          (11/24/04) GPS OBS
 AE2831  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 AE2831  DYNAMIC HT  -         361.059 (meters)    1184.57  (feet)  COMP
 AE2831  MODELED GRAV-     980,451.5   (mgal)                       NAVD 88
 AE2831
 AE2831  HORZ ORDER  -  FIRST
 AE2831  VERT ORDER  -  SECOND    CLASS I
 AE2831  ELLP ORDER  -  FOURTH    CLASS I
 AE2831
 AE2831.The horizontal coordinates were established by GPS observations
 AE2831.and adjusted by the MN DEPT OF TRANSP in November 2004..
 AE2831
 AE2831.The orthometric height was determined by differential leveling
 AE2831.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE2831
 AE2831.The ellipsoidal height was determined by GPS observations
 AE2831.and is referenced to NAD 83.
 AE2831
 AE2831.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE2831;SPC MN S     -   240,347.124   881,987.302   MT  0.99993099   +0 43 10.9
 AE2831;UTM  15      - 4,900,583.484   502,137.105   MT  0.99960006   +0 01 07.3
 AE2831
 AE2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2831!SPC MN S     -   0.99994791  x   0.99993099  =   0.99987890
 AE2831!UTM  15      -   0.99994791  x   0.99960006  =   0.99954799
 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  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_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, 2004
 AE2831
 AE2831  HISTORY     - Date     Condition        Report By
 AE2831  HISTORY     - 1983     MONUMENTED       MNDT
 AE2831  HISTORY     - 20040610 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2828 ***********************************************************************
 AE2828  DESIGNATION -  2507 B
 AE2828  PID         -  AE2828
 AE2828  STATE/COUNTY-  MN/GOODHUE
 AE2828  USGS QUAD   -  WEST CONCORD (1965)
 AE2828
 AE2828                         *CURRENT SURVEY CONTROL
 AE2828  ___________________________________________________________________
 AE2828* NAD 83(1986)-  44 14 52.     (N)    092 57 56.     (W)     SCALED    
 AE2828* NAVD 88     -       371.841  (meters)    1219.95   (feet)  ADJUSTED  
 AE2828  ___________________________________________________________________
 AE2828  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AE2828  DYNAMIC HT  -         371.783 (meters)    1219.76  (feet)  COMP
 AE2828  MODELED GRAV-     980,448.9   (mgal)                       NAVD 88
 AE2828
 AE2828  VERT ORDER  -  SECOND    CLASS I
 AE2828
 AE2828.The horizontal coordinates were scaled from a topographic map and have
 AE2828.an estimated accuracy of +/- 6 seconds.
 AE2828
 AE2828.The orthometric height was determined by differential leveling
 AE2828.and adjusted by the National Geodetic Survey in December 1997..
 AE2828
 AE2828.The geoid height was determined by GEOID03.
 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     -   239,170.      882,620.      MT  (+/- 180 meters Scaled)
 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: 15TWJ027993(NAD 83)
 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: FLUSH
 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, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2829 ***********************************************************************
 AE2829  DESIGNATION -  2507 B 1
 AE2829  PID         -  AE2829
 AE2829  STATE/COUNTY-  MN/GOODHUE
 AE2829  USGS QUAD   -  WEST CONCORD (1965)
 AE2829
 AE2829                         *CURRENT SURVEY CONTROL
 AE2829  ___________________________________________________________________
 AE2829* NAD 83(1986)-  44 14 50.     (N)    092 57 50.     (W)     SCALED    
 AE2829* NAVD 88     -       372.421  (meters)    1221.85   (feet)  ADJUSTED  
 AE2829  ___________________________________________________________________
 AE2829  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AE2829  DYNAMIC HT  -         372.362 (meters)    1221.66  (feet)  COMP
 AE2829  MODELED GRAV-     980,448.6   (mgal)                       NAVD 88
 AE2829
 AE2829  VERT ORDER  -  SECOND    CLASS I
 AE2829
 AE2829.The horizontal coordinates were scaled from a topographic map and have
 AE2829.an estimated accuracy of +/- 6 seconds.
 AE2829
 AE2829.The orthometric height was determined by differential leveling
 AE2829.and adjusted by the National Geodetic Survey in December 1997..
 AE2829
 AE2829.The geoid height was determined by GEOID03.
 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     -   239,110.      882,750.      MT  (+/- 180 meters Scaled)
 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: 15TWJ028993(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2847 ***********************************************************************
 AE2847  DESIGNATION -  2507 C
 AE2847  PID         -  AE2847
 AE2847  STATE/COUNTY-  MN/GOODHUE
 AE2847  USGS QUAD   -  WEST CONCORD (1965)
 AE2847
 AE2847                         *CURRENT SURVEY CONTROL
 AE2847  ___________________________________________________________________
 AE2847* NAD 83(1986)-  44 13 35.     (N)    092 56 44.     (W)     SCALED    
 AE2847* NAVD 88     -       371.257  (meters)    1218.03   (feet)  ADJUSTED  
 AE2847  ___________________________________________________________________
 AE2847  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AE2847  DYNAMIC HT  -         371.196 (meters)    1217.83  (feet)  COMP
 AE2847  MODELED GRAV-     980,443.8   (mgal)                       NAVD 88
 AE2847
 AE2847  VERT ORDER  -  SECOND    CLASS I
 AE2847
 AE2847.The horizontal coordinates were scaled from a topographic map and have
 AE2847.an estimated accuracy of +/- 6 seconds.
 AE2847
 AE2847.The orthometric height was determined by differential leveling
 AE2847.and adjusted by the National Geodetic Survey in December 1997..
 AE2847
 AE2847.The geoid height was determined by GEOID03.
 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     -   236,810.      884,240.      MT  (+/- 180 meters Scaled)
 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: 15TWJ043970(NAD 83)
 AE2847_MARKER: DD = SURVEY DISK
 AE2847_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2847_STAMPING: 2507 C 1983
 AE2847_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2847
 AE2847  HISTORY     - Date     Condition        Report By
 AE2847  HISTORY     - 1983     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2825 ***********************************************************************
 AE2825  DESIGNATION -  2507 E
 AE2825  PID         -  AE2825
 AE2825  STATE/COUNTY-  MN/GOODHUE
 AE2825  USGS QUAD   -  WEST CONCORD (1965)
 AE2825
 AE2825                         *CURRENT SURVEY CONTROL
 AE2825  ___________________________________________________________________
 AE2825* NAD 83(1986)-  44 12 16.     (N)    092 55 42.     (W)     SCALED    
 AE2825* NAVD 88     -       365.649  (meters)    1199.63   (feet)  ADJUSTED  
 AE2825  ___________________________________________________________________
 AE2825  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AE2825  DYNAMIC HT  -         365.587 (meters)    1199.43  (feet)  COMP
 AE2825  MODELED GRAV-     980,438.8   (mgal)                       NAVD 88
 AE2825
 AE2825  VERT ORDER  -  SECOND    CLASS I
 AE2825
 AE2825.The horizontal coordinates were scaled from a topographic map and have
 AE2825.an estimated accuracy of +/- 6 seconds.
 AE2825
 AE2825.The orthometric height was determined by differential leveling
 AE2825.and adjusted by the National Geodetic Survey in December 1997..
 AE2825
 AE2825.The geoid height was determined by GEOID03.
 AE2825
 AE2825.The dynamic height is computed by dividing the NAVD 88
 AE2825.geopotential number by the normal gravity value computed on the
 AE2825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2825.degrees latitude (g = 980.6199 gals.).
 AE2825
 AE2825.The modeled gravity was interpolated from observed gravity values.
 AE2825
 AE2825;                    North         East    Units  Estimated Accuracy
 AE2825;SPC MN S     -   234,390.      885,650.      MT  (+/- 180 meters Scaled)
 AE2825
 AE2825                          SUPERSEDED SURVEY CONTROL
 AE2825
 AE2825  NGVD 29 (12/11/97)  365.628  (m)         1199.56   (f) ADJUSTED    2 1
 AE2825
 AE2825.Superseded values are not recommended for survey control.
 AE2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2825.See file dsdata.txt to determine how the superseded data were derived.
 AE2825
 AE2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ057945(NAD 83)
 AE2825_MARKER: DV = VERTICAL CONTROL DISK
 AE2825_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2825_STAMPING: 2507 E 1983
 AE2825_MARK LOGO: MNDT  
 AE2825_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2825+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2002
 AE2825
 AE2825  HISTORY     - Date     Condition        Report By
 AE2825  HISTORY     - 1983     MONUMENTED       MNDT
 AE2825  HISTORY     - 20020425 GOOD             MNDT
 AE2825
 AE2825                          STATION DESCRIPTION
 AE2825
 AE2825'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2825'THE MARK IS LOCATED ABOUT 4 MILES NORTH-NORTHWEST OF THE TOWN OF WEST
 AE2825'CONCORD, IN THE SE 1/4 OF SECTION 36, T109N, R18W, 3.9 MILES NORTH
 AE2825'ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF STATE STREET (TRUNK
 AE2825'HIGHWAY 56) AND MAIN STREET IN WEST CONCORD, 74.5 FEET WEST OF THE
 AE2825'CENTERLINE OF TRUNK HIGHWAY 56 AT MILEPOINT 69.4, 109 FEET SOUTHEAST
 AE2825'OF A POWER POLE, 12.5 FEET NORTHWEST OF A STEEL RIGHT-OF-WAY POST, AND
 AE2825'1.5 FEET NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AE2825'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2507 E 1983---, IS
 AE2825'SET ON THE TOP OF A 5/8 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM
 AE2825'ROD THAT PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND AND IS
 AE2825'ABOUT 2 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 56.  A MAGNET IN THE
 AE2825'DISK MAKES THE MARK MAGNETIC.
 AE2825
 AE2825                          STATION RECOVERY (2002)
 AE2825
 AE2825'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DAS)
 AE2825'THE MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2826 ***********************************************************************
 AE2826  DESIGNATION -  2507 F
 AE2826  PID         -  AE2826
 AE2826  STATE/COUNTY-  MN/GOODHUE
 AE2826  USGS QUAD   -  WEST CONCORD (1965)
 AE2826
 AE2826                         *CURRENT SURVEY CONTROL
 AE2826  ___________________________________________________________________
 AE2826* NAD 83(1986)-  44 13 13.     (N)    092 56 23.     (W)     SCALED    
 AE2826* NAVD 88     -       369.427  (meters)    1212.03   (feet)  ADJUSTED  
 AE2826  ___________________________________________________________________
 AE2826  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 AE2826  DYNAMIC HT  -         369.366 (meters)    1211.83  (feet)  COMP
 AE2826  MODELED GRAV-     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
 AE2826.and adjusted by the National Geodetic Survey in December 1997..
 AE2826
 AE2826.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 AE2826_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2826_STAMPING: 2507 F 1983
 AE2826_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2826
 AE2826  HISTORY     - Date     Condition        Report By
 AE2826  HISTORY     - 1983     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2827 ***********************************************************************
 AE2827  DESIGNATION -  2507 G
 AE2827  PID         -  AE2827
 AE2827  STATE/COUNTY-  MN/GOODHUE
 AE2827  USGS QUAD   -  WEST CONCORD (1965)
 AE2827
 AE2827                         *CURRENT SURVEY CONTROL
 AE2827  ___________________________________________________________________
 AE2827* NAD 83(1986)-  44 13 56.     (N)    092 57 07.     (W)     SCALED    
 AE2827* NAVD 88     -       378.121  (meters)    1240.55   (feet)  ADJUSTED  
 AE2827  ___________________________________________________________________
 AE2827  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 AE2827  DYNAMIC HT  -         378.060 (meters)    1240.35  (feet)  COMP
 AE2827  MODELED GRAV-     980,445.4   (mgal)                       NAVD 88
 AE2827
 AE2827  VERT ORDER  -  SECOND    CLASS I
 AE2827
 AE2827.The horizontal coordinates were scaled from a topographic map and have
 AE2827.an estimated accuracy of +/- 6 seconds.
 AE2827
 AE2827.The orthometric height was determined by differential leveling
 AE2827.and adjusted by the National Geodetic Survey in December 1997..
 AE2827
 AE2827.The geoid height was determined by GEOID03.
 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.      883,720.      MT  (+/- 180 meters Scaled)
 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: 15TWJ038976(NAD 83)
 AE2827_MARKER: DD = SURVEY DISK
 AE2827_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2827_STAMPING: 2507 G 1983
 AE2827_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2827
 AE2827  HISTORY     - Date     Condition        Report By
 AE2827  HISTORY     - 1983     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3136 ***********************************************************************
 PP3136  DESIGNATION -  2507 H
 PP3136  PID         -  PP3136
 PP3136  STATE/COUNTY-  MN/GOODHUE
 PP3136  USGS QUAD   -  WEST CONCORD (1965)
 PP3136
 PP3136                         *CURRENT SURVEY CONTROL
 PP3136  ___________________________________________________________________
 PP3136* NAD 83(1996)-  44 14 24.99561(N)    092 57 25.14850(W)     ADJUSTED  
 PP3136* NAVD 88     -       381.085  (meters)    1250.28   (feet)  ADJUSTED  
 PP3136  ___________________________________________________________________
 PP3136  LAPLACE CORR-          -8.61  (seconds)                    DEFLEC99
 PP3136  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 PP3136  DYNAMIC HT  -         381.024 (meters)    1250.08  (feet)  COMP
 PP3136  MODELED GRAV-     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
 PP3136.and adjusted by the National Geodetic Survey in December 1997..
 PP3136
 PP3136.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3136
 PP3136.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP3136;SPC MN S     -   238,340.294   883,309.965   MT  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  =   0.99987717
 PP3136!UTM  15      -   0.99994479  x   0.99960015  =   0.99954496
 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: 15TWJ0343598561(NAD 83)
 PP3136_MARKER: DD = SURVEY DISK
 PP3136_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3136_STAMPING: 2507 H 1983
 PP3136_MARK LOGO: MNDT  
 PP3136_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3136
 PP3136  HISTORY     - Date     Condition        Report By
 PP3136  HISTORY     - 1983     MONUMENTED       MNDT
 PP3136  HISTORY     - 1983     GOOD             MNDT
 PP3136  HISTORY     - 19830615 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2834 ***********************************************************************
 AE2834  DESIGNATION -  2507 J
 AE2834  PID         -  AE2834
 AE2834  STATE/COUNTY-  MN/GOODHUE
 AE2834  USGS QUAD   -  KENYON (1980)
 AE2834
 AE2834                         *CURRENT SURVEY CONTROL
 AE2834  ___________________________________________________________________
 AE2834* NAD 83(1996)-  44 16 00.30648(N)    092 58 47.93408(W)     ADJUSTED  
 AE2834* NAVD 88     -       352.850  (meters)    1157.64   (feet)  ADJUSTED  
 AE2834  ___________________________________________________________________
 AE2834  X           -    -237,844.328 (meters)                     COMP
 AE2834  Y           -  -4,568,882.470 (meters)                     COMP
 AE2834  Z           -   4,429,591.036 (meters)                     COMP
 AE2834  LAPLACE CORR-          -8.48  (seconds)                    DEFLEC99
 AE2834  ELLIP HEIGHT-         323.98  (meters)          (11/24/04) GPS OBS
 AE2834  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AE2834  DYNAMIC HT  -         352.796 (meters)    1157.46  (feet)  COMP
 AE2834  MODELED GRAV-     980,452.9   (mgal)                       NAVD 88
 AE2834
 AE2834  HORZ ORDER  -  FIRST
 AE2834  VERT ORDER  -  SECOND    CLASS I
 AE2834  ELLP ORDER  -  FOURTH    CLASS I
 AE2834
 AE2834.The horizontal coordinates were established by GPS observations
 AE2834.and adjusted by the MN DEPT OF TRANSP in November 2004..
 AE2834
 AE2834.The orthometric height was determined by differential leveling
 AE2834.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE2834
 AE2834.The ellipsoidal height was determined by GPS observations
 AE2834.and is referenced to NAD 83.
 AE2834
 AE2834.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE2834;SPC MN S     -   241,258.539   881,436.568   MT  0.99993039   +0 42 53.9
 AE2834;UTM  15      - 4,901,501.265   501,597.742   MT  0.99960003   +0 00 50.3
 AE2834
 AE2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2834!SPC MN S     -   0.99994920  x   0.99993039  =   0.99987960
 AE2834!UTM  15      -   0.99994920  x   0.99960003  =   0.99954925
 AE2834
 AE2834:                Primary Azimuth Mark                     Grid Az
 AE2834:SPC MN S     -  2507 A                                   148 51 25.3
 AE2834:UTM  15      -  2507 A                                   149 33 28.9
 AE2834
 AE2834|---------------------------------------------------------------------|
 AE2834| PID    Reference Object                     Distance      Geod. Az  |
 AE2834|                                                           dddmmss.s |
 AE2834| AE2831 2507 A                              APPROX. 1.1 KM 1493419.2 |
 AE2834|---------------------------------------------------------------------|
 AE2834
 AE2834                          SUPERSEDED SURVEY CONTROL
 AE2834
 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: 15TWK0159801501(NAD 83)
 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 SUITABLE FOR
 AE2834+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0406 ***********************************************************************
 PP0406  DESIGNATION -  2508 A
 PP0406  PID         -  PP0406
 PP0406  STATE/COUNTY-  MN/GOODHUE
 PP0406  USGS QUAD   -  KENYON (1980)
 PP0406
 PP0406                         *CURRENT SURVEY CONTROL
 PP0406  ___________________________________________________________________
 PP0406* NAD 83(1986)-  44 16 46.     (N)    092 58 48.     (W)     SCALED    
 PP0406* NAVD 88     -       331.106  (meters)    1086.30   (feet)  ADJUSTED  
 PP0406  ___________________________________________________________________
 PP0406  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 PP0406  DYNAMIC HT  -         331.055 (meters)    1086.14  (feet)  COMP
 PP0406  MODELED GRAV-     980,454.0   (mgal)                       NAVD 88
 PP0406
 PP0406  VERT ORDER  -  SECOND    CLASS I
 PP0406
 PP0406.The horizontal coordinates were scaled from a topographic map and have
 PP0406.an estimated accuracy of +/- 6 seconds.
 PP0406
 PP0406.The orthometric height was determined by differential leveling
 PP0406.and adjusted by the National Geodetic Survey in December 1997..
 PP0406
 PP0406.The geoid height was determined by GEOID03.
 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     -   242,670.      881,420.      MT  (+/- 180 meters Scaled)
 PP0406
 PP0406                          SUPERSEDED SURVEY CONTROL
 PP0406
 PP0406  NAVD 88 (06/15/91)  332.671  (m)         1091.44   (f) UNKNOWN     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: 15TWK015029(NAD 83)
 PP0406_MARKER: DD = SURVEY DISK
 PP0406_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0406_SP_SET: BRIDGE
 PP0406_STAMPING: 2508 A 1949
 PP0406_MARK LOGO: MNDT  
 PP0406_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0406
 PP0406  HISTORY     - Date     Condition        Report By
 PP0406  HISTORY     - 1949     MONUMENTED       MNDT
 PP0406  HISTORY     - 1972     GOOD             MNDT
 PP0406  HISTORY     - 1983     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2835 ***********************************************************************
 AE2835  DESIGNATION -  2508 C
 AE2835  PID         -  AE2835
 AE2835  STATE/COUNTY-  MN/GOODHUE
 AE2835  USGS QUAD   -  KENYON (1980)
 AE2835
 AE2835                         *CURRENT SURVEY CONTROL
 AE2835  ___________________________________________________________________
 AE2835* NAD 83(1986)-  44 17 26.     (N)    092 58 50.     (W)     SCALED    
 AE2835* NAVD 88     -       358.357  (meters)    1175.71   (feet)  ADJUSTED  
 AE2835  ___________________________________________________________________
 AE2835  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 AE2835  DYNAMIC HT  -         358.303 (meters)    1175.53  (feet)  COMP
 AE2835  MODELED GRAV-     980,455.1   (mgal)                       NAVD 88
 AE2835
 AE2835  VERT ORDER  -  SECOND    CLASS I
 AE2835
 AE2835.The horizontal coordinates were scaled from a topographic map and have
 AE2835.an estimated accuracy of +/- 6 seconds.
 AE2835
 AE2835.The orthometric height was determined by differential leveling
 AE2835.and adjusted by the National Geodetic Survey in December 1997..
 AE2835
 AE2835.The geoid height was determined by GEOID03.
 AE2835
 AE2835.The dynamic height is computed by dividing the NAVD 88
 AE2835.geopotential number by the normal gravity value computed on the
 AE2835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2835.degrees latitude (g = 980.6199 gals.).
 AE2835
 AE2835.The modeled gravity was interpolated from observed gravity values.
 AE2835
 AE2835;                    North         East    Units  Estimated Accuracy
 AE2835;SPC MN S     -   243,900.      881,360.      MT  (+/- 180 meters Scaled)
 AE2835
 AE2835                          SUPERSEDED SURVEY CONTROL
 AE2835
 AE2835  NGVD 29 (12/11/97)  358.336  (m)         1175.64   (f) ADJUSTED    2 1
 AE2835
 AE2835.Superseded values are not recommended for survey control.
 AE2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2835.See file dsdata.txt to determine how the superseded data were derived.
 AE2835
 AE2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK015041(NAD 83)
 AE2835_MARKER: DD = SURVEY DISK
 AE2835_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2835_STAMPING: 2508 C 1983
 AE2835_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2835
 AE2835  HISTORY     - Date     Condition        Report By
 AE2835  HISTORY     - 1983     MONUMENTED       MNDT
 AE2835
 AE2835                          STATION DESCRIPTION
 AE2835
 AE2835'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2835'THE MARK IS LOCATED ABOUT 1 MILE NORTH OF THE TOWN OF KENYON, IN THE
 AE2835'SE 1/4 OF SECTION 33, T110N, R18W, 0.85 MILE NORTH ALONG TRUNK HIGHWAY
 AE2835'56 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60 IN
 AE2835'KENYON, 69 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 56 AT
 AE2835'MILEPOINT 76.35, 2.8 FEET SOUTHEAST OF POWER POLE NUMBER 272, AND 0.6
 AE2835'FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 AE2835'VERTICAL CONTROL MONUMENT DISK STAMPED---2508 C 1983---, IS SET ON THE
 AE2835'TOP OF A 3/4 INCH DIAMETER BY 15 FOOT LONG DRIVEN ALUMINUM ROD THAT
 AE2835'PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT LEVEL
 AE2835'WITH TRUNK HIGHWAY 56.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3137 ***********************************************************************
 PP3137  DESIGNATION -  2508 D
 PP3137  PID         -  PP3137
 PP3137  STATE/COUNTY-  MN/GOODHUE
 PP3137  USGS QUAD   -  KENYON (1980)
 PP3137
 PP3137                         *CURRENT SURVEY CONTROL
 PP3137  ___________________________________________________________________
 PP3137* NAD 83(1996)-  44 17 53.90190(N)    092 58 49.71916(W)     ADJUSTED  
 PP3137* NAVD 88     -       360.891  (meters)    1184.02   (feet)  ADJUSTED  
 PP3137  ___________________________________________________________________
 PP3137  LAPLACE CORR-          -8.78  (seconds)                    DEFLEC99
 PP3137  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 PP3137  DYNAMIC HT  -         360.837 (meters)    1183.85  (feet)  COMP
 PP3137  MODELED GRAV-     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.No horizontal observational check was made to the station.
 PP3137
 PP3137.The orthometric height was determined by differential leveling
 PP3137.and adjusted by the National Geodetic Survey in December 1997..
 PP3137
 PP3137.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3137
 PP3137.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP3137;SPC MN S     -   244,763.766   881,353.255   MT  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  =   0.99987625
 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_MARKER: DD = SURVEY DISK
 PP3137_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3137_STAMPING: 2508 D 1983
 PP3137_MARK LOGO: MNDT  
 PP3137_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3137
 PP3137  HISTORY     - Date     Condition        Report By
 PP3137  HISTORY     - 1983     MONUMENTED       MNDT
 PP3137  HISTORY     - 1983     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3138 ***********************************************************************
 PP3138  DESIGNATION -  2508 E
 PP3138  PID         -  PP3138
 PP3138  STATE/COUNTY-  MN/GOODHUE
 PP3138  USGS QUAD   -  KENYON (1980)
 PP3138
 PP3138                         *CURRENT SURVEY CONTROL
 PP3138  ___________________________________________________________________
 PP3138* NAD 83(1996)-  44 18 37.57650(N)    092 58 47.81911(W)     ADJUSTED  
 PP3138* NAVD 88     -       365.971  (meters)    1200.69   (feet)  ADJUSTED  
 PP3138  ___________________________________________________________________
 PP3138  LAPLACE CORR-          -8.79  (seconds)                    DEFLEC99
 PP3138  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 PP3138  DYNAMIC HT  -         365.916 (meters)    1200.51  (feet)  COMP
 PP3138  MODELED GRAV-     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.No horizontal observational check was made to the station.
 PP3138
 PP3138.The orthometric height was determined by differential leveling
 PP3138.and adjusted by the National Geodetic Survey in December 1997..
 PP3138
 PP3138.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3138
 PP3138.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP3138;SPC MN S     -   246,112.156   881,378.548   MT  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     -   0.99994715  x   0.99992757  =   0.99987473
 PP3138!UTM  15      -   0.99994715  x   0.99960003  =   0.99954720
 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: 15TWK0159906354(NAD 83)
 PP3138_MARKER: DD = SURVEY DISK
 PP3138_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3138_STAMPING: 2508 E 1983
 PP3138_MARK LOGO: MNDT  
 PP3138_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3138
 PP3138  HISTORY     - Date     Condition        Report By
 PP3138  HISTORY     - 1983     MONUMENTED       MNDT
 PP3138  HISTORY     - 1983     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2836 ***********************************************************************
 AE2836  DESIGNATION -  2508 F
 AE2836  PID         -  AE2836
 AE2836  STATE/COUNTY-  MN/GOODHUE
 AE2836  USGS QUAD   -  KENYON (1980)
 AE2836
 AE2836                         *CURRENT SURVEY CONTROL
 AE2836  ___________________________________________________________________
 AE2836* NAD 83(1986)-  44 19 12.     (N)    092 58 49.     (W)     SCALED    
 AE2836* NAVD 88     -       349.992  (meters)    1148.27   (feet)  ADJUSTED  
 AE2836  ___________________________________________________________________
 AE2836  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AE2836  DYNAMIC HT  -         349.940 (meters)    1148.09  (feet)  COMP
 AE2836  MODELED GRAV-     980,457.7   (mgal)                       NAVD 88
 AE2836
 AE2836  VERT ORDER  -  SECOND    CLASS I
 AE2836
 AE2836.The horizontal coordinates were scaled from a topographic map and have
 AE2836.an estimated accuracy of +/- 6 seconds.
 AE2836
 AE2836.The orthometric height was determined by differential leveling
 AE2836.and adjusted by the National Geodetic Survey in December 1997..
 AE2836
 AE2836.The geoid height was determined by GEOID03.
 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     -   247,170.      881,340.      MT  (+/- 180 meters Scaled)
 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: 15TWK015074(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2837 ***********************************************************************
 AE2837  DESIGNATION -  2508 G
 AE2837  PID         -  AE2837
 AE2837  STATE/COUNTY-  MN/GOODHUE
 AE2837  USGS QUAD   -  KENYON (1980)
 AE2837
 AE2837                         *CURRENT SURVEY CONTROL
 AE2837  ___________________________________________________________________
 AE2837* NAD 83(1986)-  44 19 45.     (N)    092 58 47.     (W)     SCALED    
 AE2837* NAVD 88     -       349.599  (meters)    1146.98   (feet)  ADJUSTED  
 AE2837  ___________________________________________________________________
 AE2837  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AE2837  DYNAMIC HT  -         349.547 (meters)    1146.81  (feet)  COMP
 AE2837  MODELED GRAV-     980,458.4   (mgal)                       NAVD 88
 AE2837
 AE2837  VERT ORDER  -  SECOND    CLASS I
 AE2837
 AE2837.The horizontal coordinates were scaled from a topographic map and have
 AE2837.an estimated accuracy of +/- 6 seconds.
 AE2837
 AE2837.The orthometric height was determined by differential leveling
 AE2837.and adjusted by the National Geodetic Survey in December 1997..
 AE2837
 AE2837.The geoid height was determined by GEOID03.
 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     -   248,190.      881,370.      MT  (+/- 180 meters Scaled)
 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: 15TWK016084(NAD 83)
 AE2837_MARKER: DD = SURVEY DISK
 AE2837_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2837_STAMPING: 2508 G 1983
 AE2837_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2837
 AE2837  HISTORY     - Date     Condition        Report By
 AE2837  HISTORY     - 1983     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2838 ***********************************************************************
 AE2838  DESIGNATION -  2508 H
 AE2838  PID         -  AE2838
 AE2838  STATE/COUNTY-  MN/GOODHUE
 AE2838  USGS QUAD   -  KENYON (1980)
 AE2838
 AE2838                         *CURRENT SURVEY CONTROL
 AE2838  ___________________________________________________________________
 AE2838* NAD 83(1986)-  44 20 09.     (N)    092 58 49.     (W)     SCALED    
 AE2838* NAVD 88     -       325.470  (meters)    1067.81   (feet)  ADJUSTED  
 AE2838  ___________________________________________________________________
 AE2838  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AE2838  DYNAMIC HT  -         325.421 (meters)    1067.65  (feet)  COMP
 AE2838  MODELED GRAV-     980,459.1   (mgal)                       NAVD 88
 AE2838
 AE2838  VERT ORDER  -  SECOND    CLASS I
 AE2838
 AE2838.The horizontal coordinates were scaled from a topographic map and have
 AE2838.an estimated accuracy of +/- 6 seconds.
 AE2838
 AE2838.The orthometric height was determined by differential leveling
 AE2838.and adjusted by the National Geodetic Survey in December 1997..
 AE2838
 AE2838.The geoid height was determined by GEOID03.
 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     -   248,930.      881,320.      MT  (+/- 180 meters Scaled)
 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: 15TWK015091(NAD 83)
 AE2838_MARKER: DD = SURVEY DISK
 AE2838_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE2838_STAMPING: 2508 H 1983
 AE2838_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2838
 AE2838  HISTORY     - Date     Condition        Report By
 AE2838  HISTORY     - 1983     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2839 ***********************************************************************
 AE2839  DESIGNATION -  2508 J
 AE2839  PID         -  AE2839
 AE2839  STATE/COUNTY-  MN/GOODHUE
 AE2839  USGS QUAD   -  KENYON (1980)
 AE2839
 AE2839                         *CURRENT SURVEY CONTROL
 AE2839  ___________________________________________________________________
 AE2839* NAD 83(1986)-  44 20 44.     (N)    092 58 49.     (W)     SCALED    
 AE2839* NAVD 88     -       323.776  (meters)    1062.26   (feet)  ADJUSTED  
 AE2839  ___________________________________________________________________
 AE2839  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 AE2839  DYNAMIC HT  -         323.728 (meters)    1062.10  (feet)  COMP
 AE2839  MODELED GRAV-     980,459.9   (mgal)                       NAVD 88
 AE2839
 AE2839  VERT ORDER  -  SECOND    CLASS I
 AE2839
 AE2839.The horizontal coordinates were scaled from a topographic map and have
 AE2839.an estimated accuracy of +/- 6 seconds.
 AE2839
 AE2839.The orthometric height was determined by differential leveling
 AE2839.and adjusted by the National Geodetic Survey in December 1997..
 AE2839
 AE2839.The geoid height was determined by GEOID03.
 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     -   250,010.      881,300.      MT  (+/- 180 meters Scaled)
 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: 15TWK015102(NAD 83)
 AE2839_MARKER: DD = SURVEY DISK
 AE2839_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE2839+WITH SETTING: INTO GROUND
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0378 ***********************************************************************
 PP0378  DESIGNATION -  2509 A
 PP0378  PID         -  PP0378
 PP0378  STATE/COUNTY-  MN/GOODHUE
 PP0378  USGS QUAD   -  WANAMINGO (1980)
 PP0378
 PP0378                         *CURRENT SURVEY CONTROL
 PP0378  ___________________________________________________________________
 PP0378* NAD 83(1986)-  44 18 05.     (N)    092 47 24.     (W)     SCALED    
 PP0378* NAVD 88     -       326.968  (meters)    1072.73   (feet)  ADJUSTED  
 PP0378  ___________________________________________________________________
 PP0378  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 PP0378  DYNAMIC HT  -         326.911 (meters)    1072.54  (feet)  COMP
 PP0378  MODELED GRAV-     980,435.1   (mgal)                       NAVD 88
 PP0378
 PP0378  VERT ORDER  -  SECOND    CLASS 0
 PP0378
 PP0378.The horizontal coordinates were scaled from a topographic map and have
 PP0378.an estimated accuracy of +/- 6 seconds.
 PP0378
 PP0378.The orthometric height was determined by differential leveling
 PP0378.and adjusted by the National Geodetic Survey in June 1991..
 PP0378
 PP0378.The geoid height was determined by GEOID03.
 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     -   245,310.      896,550.      MT  (+/- 180 meters Scaled)
 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: 15TWK167053(NAD 83)
 PP0378_MARKER: DD = SURVEY DISK
 PP0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0378_SP_SET: CONCRETE BASE
 PP0378_STAMPING: 2509 A 1972
 PP0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0378
 PP0378  HISTORY     - Date     Condition        Report By
 PP0378  HISTORY     - 1972     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0266 ***********************************************************************
 PP0266  DESIGNATION -  2509 B
 PP0266  PID         -  PP0266
 PP0266  STATE/COUNTY-  MN/GOODHUE
 PP0266  USGS QUAD   -  WANAMINGO (1980)
 PP0266
 PP0266                         *CURRENT SURVEY CONTROL
 PP0266  ___________________________________________________________________
 PP0266* NAD 83(1986)-  44 18 18.     (N)    092 47 25.     (W)     SCALED    
 PP0266* NAVD 88     -       320.691  (meters)    1052.13   (feet)  ADJUSTED  
 PP0266  ___________________________________________________________________
 PP0266  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 PP0266  DYNAMIC HT  -         320.635 (meters)    1051.95  (feet)  COMP
 PP0266  MODELED GRAV-     980,435.4   (mgal)                       NAVD 88
 PP0266
 PP0266  VERT ORDER  -  SECOND    CLASS 0
 PP0266
 PP0266.The horizontal coordinates were scaled from a topographic map and have
 PP0266.an estimated accuracy of +/- 6 seconds.
 PP0266
 PP0266.The orthometric height was determined by differential leveling
 PP0266.and adjusted by the National Geodetic Survey in June 1991..
 PP0266
 PP0266.The geoid height was determined by GEOID03.
 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     -   245,710.      896,520.      MT  (+/- 180 meters Scaled)
 PP0266
 PP0266                          SUPERSEDED SURVEY CONTROL
 PP0266
 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: 15TWK167057(NAD 83)
 PP0266_MARKER: DD = SURVEY DISK
 PP0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0266_SP_SET: PLATFORM
 PP0266_STAMPING: 2509 B 1972
 PP0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0266
 PP0266  HISTORY     - Date     Condition        Report By
 PP0266  HISTORY     - 1972     MONUMENTED       MNDT
 PP0266
 PP0266                          STATION DESCRIPTION
 PP0266
 PP0266'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0264 ***********************************************************************
 PP0264  DESIGNATION -  2509 C
 PP0264  PID         -  PP0264
 PP0264  STATE/COUNTY-  MN/GOODHUE
 PP0264  USGS QUAD   -  WANAMINGO (1980)
 PP0264
 PP0264                         *CURRENT SURVEY CONTROL
 PP0264  ___________________________________________________________________
 PP0264* NAD 83(1986)-  44 18 34.     (N)    092 47 25.     (W)     SCALED    
 PP0264* NAVD 88     -       309.834  (meters)    1016.51   (feet)  ADJUSTED  
 PP0264  ___________________________________________________________________
 PP0264  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 PP0264  DYNAMIC HT  -         309.780 (meters)    1016.34  (feet)  COMP
 PP0264  MODELED GRAV-     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
 PP0264.and adjusted by the National Geodetic Survey in June 1991..
 PP0264
 PP0264.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP0263 ***********************************************************************
 PP0263  DESIGNATION -  2509 D
 PP0263  PID         -  PP0263
 PP0263  STATE/COUNTY-  MN/GOODHUE
 PP0263  USGS QUAD   -  WANAMINGO (1980)
 PP0263
 PP0263                         *CURRENT SURVEY CONTROL
 PP0263  ___________________________________________________________________
 PP0263* NAD 83(1986)-  44 19 08.     (N)    092 47 26.     (W)     SCALED    
 PP0263* NAVD 88     -       350.059  (meters)    1148.49   (feet)  ADJUSTED  
 PP0263  ___________________________________________________________________
 PP0263  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 PP0263  DYNAMIC HT  -         349.997 (meters)    1148.28  (feet)  COMP
 PP0263  MODELED GRAV-     980,433.1   (mgal)                       NAVD 88
 PP0263
 PP0263  VERT ORDER  -  SECOND    CLASS 0
 PP0263
 PP0263.The horizontal coordinates were scaled from a topographic map and have
 PP0263.an estimated accuracy of +/- 6 seconds.
 PP0263
 PP0263.The orthometric height was determined by differential leveling
 PP0263.and adjusted by the National Geodetic Survey in June 1991..
 PP0263
 PP0263.The geoid height was determined by GEOID03.
 PP0263
 PP0263.The dynamic height is computed by dividing the NAVD 88
 PP0263.geopotential number by the normal gravity value computed on the
 PP0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0263.degrees latitude (g = 980.6199 gals.).
 PP0263
 PP0263.The modeled gravity was interpolated from observed gravity values.
 PP0263
 PP0263;                    North         East    Units  Estimated Accuracy
 PP0263;SPC MN S     -   247,260.      896,470.      MT  (+/- 180 meters Scaled)
 PP0263
 PP0263                          SUPERSEDED SURVEY CONTROL
 PP0263
 PP0263  NGVD 29 (??/??/92)  350.017  (m)         1148.35   (f) ADJ UNCH    2 0
 PP0263
 PP0263.Superseded values are not recommended for survey control.
 PP0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0263.See file dsdata.txt to determine how the superseded data were derived.
 PP0263
 PP0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK167073(NAD 83)
 PP0263_MARKER: DD = SURVEY DISK
 PP0263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0263_SP_SET: PILLAR
 PP0263_STAMPING: 2509 D 1972
 PP0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0263
 PP0263  HISTORY     - Date     Condition        Report By
 PP0263  HISTORY     - 1972     MONUMENTED       MNDT
 PP0263
 PP0263                          STATION DESCRIPTION
 PP0263
 PP0263'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0263'1.4 MI N FROM WANAMINGO.
 PP0263'MARK IS LOCATED 1.4 MILES NORTH ALONG T.H. 57 FROM THE JUNCTION OF
 PP0263'T.H. 57 AND T.H. 60 IN WANAMINGO, AT TRINITY CEMETERY, 10 FEET NORTH
 PP0263'OF THE ENTRANCE TO THE CEMETERY, 74 FEET WEST OF THE CENTERLINE OF
 PP0263'T.H. 57, 10 FEET SOUTHEAST OF A LIGHT POLE, IN THE TOP OF THE
 PP0263'SOUTHEAST CORNER OF THE BASE OF A PILLAR ON THE NORTH SIDE OF THE
 PP0263'ENTRANCE AND ABOUT LEVEL WITH THE ENTRANCE.  SE 1/4 SECTION 24, T
 PP0263'110N, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0262 ***********************************************************************
 PP0262  DESIGNATION -  2509 E
 PP0262  PID         -  PP0262
 PP0262  STATE/COUNTY-  MN/GOODHUE
 PP0262  USGS QUAD   -  WANAMINGO (1980)
 PP0262
 PP0262                         *CURRENT SURVEY CONTROL
 PP0262  ___________________________________________________________________
 PP0262* NAD 83(1986)-  44 19 22.     (N)    092 47 25.     (W)     SCALED    
 PP0262* NAVD 88     -       339.585  (meters)    1114.12   (feet)  ADJUSTED  
 PP0262  ___________________________________________________________________
 PP0262  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 PP0262  DYNAMIC HT  -         339.525 (meters)    1113.92  (feet)  COMP
 PP0262  MODELED GRAV-     980,432.4   (mgal)                       NAVD 88
 PP0262
 PP0262  VERT ORDER  -  SECOND    CLASS 0
 PP0262
 PP0262.The horizontal coordinates were scaled from a topographic map and have
 PP0262.an estimated accuracy of +/- 6 seconds.
 PP0262
 PP0262.The orthometric height was determined by differential leveling
 PP0262.and adjusted by the National Geodetic Survey in June 1991..
 PP0262
 PP0262.The geoid height was determined by GEOID03.
 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     -   247,690.      896,490.      MT  (+/- 180 meters Scaled)
 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: 15TWK167077(NAD 83)
 PP0262_MARKER: DD = SURVEY DISK
 PP0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0262_SP_SET: CULVERT
 PP0262_STAMPING: 2509 E 1972
 PP0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0262
 PP0262  HISTORY     - Date     Condition        Report By
 PP0262  HISTORY     - 1972     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0261 ***********************************************************************
 PP0261  DESIGNATION -  2509 F
 PP0261  PID         -  PP0261
 PP0261  STATE/COUNTY-  MN/GOODHUE
 PP0261  USGS QUAD   -  WANAMINGO (1980)
 PP0261
 PP0261                         *CURRENT SURVEY CONTROL
 PP0261  ___________________________________________________________________
 PP0261* NAD 83(1986)-  44 19 42.     (N)    092 47 28.     (W)     SCALED    
 PP0261* NAVD 88     -       345.388  (meters)    1133.16   (feet)  ADJUSTED  
 PP0261  ___________________________________________________________________
 PP0261  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 PP0261  DYNAMIC HT  -         345.327 (meters)    1132.96  (feet)  COMP
 PP0261  MODELED GRAV-     980,431.6   (mgal)                       NAVD 88
 PP0261
 PP0261  VERT ORDER  -  SECOND    CLASS 0
 PP0261
 PP0261.The horizontal coordinates were scaled from a topographic map and have
 PP0261.an estimated accuracy of +/- 6 seconds.
 PP0261
 PP0261.The orthometric height was determined by differential leveling
 PP0261.and adjusted by the National Geodetic Survey in June 1991..
 PP0261
 PP0261.The geoid height was determined by GEOID03.
 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     -   248,310.      896,410.      MT  (+/- 180 meters Scaled)
 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: 15TWK166083(NAD 83)
 PP0261_MARKER: DD = SURVEY DISK
 PP0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0261_SP_SET: CULVERT
 PP0261_STAMPING: 2509 F 1972
 PP0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0261
 PP0261  HISTORY     - Date     Condition        Report By
 PP0261  HISTORY     - 1972     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0260 ***********************************************************************
 PP0260  DESIGNATION -  2509 G
 PP0260  PID         -  PP0260
 PP0260  STATE/COUNTY-  MN/GOODHUE
 PP0260  USGS QUAD   -  WANAMINGO (1980)
 PP0260
 PP0260                         *CURRENT SURVEY CONTROL
 PP0260  ___________________________________________________________________
 PP0260* NAD 83(1986)-  44 20 03.     (N)    092 47 55.     (W)     SCALED    
 PP0260* NAVD 88     -       356.099  (meters)    1168.30   (feet)  ADJUSTED  
 PP0260  ___________________________________________________________________
 PP0260  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 PP0260  DYNAMIC HT  -         356.037 (meters)    1168.10  (feet)  COMP
 PP0260  MODELED GRAV-     980,432.6   (mgal)                       NAVD 88
 PP0260
 PP0260  VERT ORDER  -  SECOND    CLASS 0
 PP0260
 PP0260.The horizontal coordinates were scaled from a topographic map and have
 PP0260.an estimated accuracy of +/- 6 seconds.
 PP0260
 PP0260.The orthometric height was determined by differential leveling
 PP0260.and adjusted by the National Geodetic Survey in June 1991..
 PP0260
 PP0260.The geoid height was determined by GEOID03.
 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     -   248,950.      895,810.      MT  (+/- 180 meters Scaled)
 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: 15TWK160090(NAD 83)
 PP0260_MARKER: DD = SURVEY DISK
 PP0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0260_SP_SET: CULVERT
 PP0260_STAMPING: 2509 G 1972
 PP0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0260
 PP0260  HISTORY     - Date     Condition        Report By
 PP0260  HISTORY     - 1972     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0259 ***********************************************************************
 PP0259  DESIGNATION -  2509 H
 PP0259  PID         -  PP0259
 PP0259  STATE/COUNTY-  MN/GOODHUE
 PP0259  USGS QUAD   -  WANAMINGO (1980)
 PP0259
 PP0259                         *CURRENT SURVEY CONTROL
 PP0259  ___________________________________________________________________
 PP0259* NAD 83(1996)-  44 20 28.26344(N)    092 48 00.88469(W)     ADJUSTED  
 PP0259* NAVD 88     -       369.456  (meters)    1212.12   (feet)  ADJUSTED  
 PP0259  ___________________________________________________________________
 PP0259  X           -    -223,228.988 (meters)                     COMP
 PP0259  Y           -  -4,563,847.200 (meters)                     COMP
 PP0259  Z           -   4,435,521.403 (meters)                     COMP
 PP0259  LAPLACE CORR-          -7.80  (seconds)                    DEFLEC99
 PP0259  ELLIP HEIGHT-         339.88  (meters)          (11/05/04) GPS OBS
 PP0259  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 PP0259  DYNAMIC HT  -         369.391 (meters)    1211.91  (feet)  COMP
 PP0259  MODELED GRAV-     980,432.2   (mgal)                       NAVD 88
 PP0259
 PP0259  HORZ ORDER  -  FIRST
 PP0259  VERT ORDER  -  SECOND    CLASS 0
 PP0259  ELLP ORDER  -  FOURTH    CLASS I
 PP0259
 PP0259.The horizontal coordinates were established by GPS observations
 PP0259.and adjusted by the MN DEPT OF TRANSP in November 2004..
 PP0259
 PP0259.The orthometric height was determined by differential leveling
 PP0259.and adjusted by the National Geodetic Survey in June 1991..
 PP0259
 PP0259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0259
 PP0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP0259
 PP0259.The ellipsoidal height was determined by GPS observations
 PP0259.and is referenced to NAD 83.
 PP0259
 PP0259.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP0259;SPC MN S     -   249,722.693   895,664.055   MT  0.99992594   +0 50 27.4
 PP0259;UTM  15      - 4,909,787.964   515,923.061   MT  0.99960312   +0 08 22.6
 PP0259
 PP0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0259!SPC MN S     -   0.99994671  x   0.99992594  =   0.99987265
 PP0259!UTM  15      -   0.99994671  x   0.99960312  =   0.99954985
 PP0259
 PP0259:                Primary Azimuth Mark                     Grid Az
 PP0259:SPC MN S     -  2509 K                                   357 34 55.2
 PP0259:UTM  15      -  2509 K                                   358 17 00.0
 PP0259
 PP0259|---------------------------------------------------------------------|
 PP0259| PID    Reference Object                     Distance      Geod. Az  |
 PP0259|                                                           dddmmss.s |
 PP0259| PP0257 2509 K                              APPROX. 1.8 KM 3582522.6 |
 PP0259|---------------------------------------------------------------------|
 PP0259
 PP0259                          SUPERSEDED SURVEY CONTROL
 PP0259
 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: 15TWK1592309788(NAD 83)
 PP0259_MARKER: DD = SURVEY DISK
 PP0259_SETTING: 0 = UNSPECIFIED SETTING
 PP0259_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0259_STAMPING: 2509 H 1972
 PP0259_MARK LOGO: MNDT  
 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 - April 14, 2004
 PP0259
 PP0259  HISTORY     - Date     Condition        Report By
 PP0259  HISTORY     - 1972     MONUMENTED       MNDT
 PP0259  HISTORY     - 20040414 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0258 ***********************************************************************
 PP0258  DESIGNATION -  2509 J
 PP0258  PID         -  PP0258
 PP0258  STATE/COUNTY-  MN/GOODHUE
 PP0258  USGS QUAD   -  WANAMINGO (1980)
 PP0258
 PP0258                         *CURRENT SURVEY CONTROL
 PP0258  ___________________________________________________________________
 PP0258* NAD 83(1996)-  44 20 53.99847(N)    092 48 02.83007(W)     ADJUSTED  
 PP0258* NAVD 88     -       370.547  (meters)    1215.70   (feet)  ADJUSTED  
 PP0258  ___________________________________________________________________
 PP0258  X           -    -223,244.938 (meters)                     COMP
 PP0258  Y           -  -4,563,291.286 (meters)                     COMP
 PP0258  Z           -   4,436,090.278 (meters)                     COMP
 PP0258  LAPLACE CORR-          -7.77  (seconds)                    DEFLEC99
 PP0258  ELLIP HEIGHT-         340.98  (meters)          (11/24/04) GPS OBS
 PP0258  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 PP0258  DYNAMIC HT  -         370.482 (meters)    1215.49  (feet)  COMP
 PP0258  MODELED GRAV-     980,432.1   (mgal)                       NAVD 88
 PP0258
 PP0258  HORZ ORDER  -  FIRST
 PP0258  VERT ORDER  -  SECOND    CLASS 0
 PP0258  ELLP ORDER  -  FOURTH    CLASS I
 PP0258
 PP0258.The horizontal coordinates were established by GPS observations
 PP0258.and adjusted by the MN DEPT OF TRANSP in November 2004..
 PP0258
 PP0258.The orthometric height was determined by differential leveling
 PP0258.and adjusted by the National Geodetic Survey in June 1991..
 PP0258
 PP0258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0258
 PP0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP0258
 PP0258.The ellipsoidal height was determined by GPS observations
 PP0258.and is referenced to NAD 83.
 PP0258
 PP0258.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP0258;SPC MN S     -   250,516.264   895,609.318   MT  0.99992560   +0 50 26.0
 PP0258;UTM  15      - 4,910,581.889   515,878.055   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  =   0.99987214
 PP0258!UTM  15      -   0.99994654  x   0.99960310  =   0.99954966
 PP0258
 PP0258:                Primary Azimuth Mark                     Grid Az
 PP0258:SPC MN S     -  2509 K                                   358 49 33.3
 PP0258:UTM  15      -  2509 K                                   359 31 38.0
 PP0258
 PP0258|---------------------------------------------------------------------|
 PP0258| PID    Reference Object                     Distance      Geod. Az  |
 PP0258|                                                           dddmmss.s |
 PP0258| PP0257 2509 K                              APPROX. 1.0 KM 3593959.3 |
 PP0258|---------------------------------------------------------------------|
 PP0258
 PP0258                          SUPERSEDED SURVEY CONTROL
 PP0258
 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: 15TWK1587810582(NAD 83)
 PP0258_MARKER: DB = BENCH MARK DISK
 PP0258_SETTING: 0 = UNSPECIFIED SETTING
 PP0258_SP_SET: IRON ROD
 PP0258_STAMPING: 2509 J 1972
 PP0258_MARK LOGO: MNDT  
 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 - June 10, 2004
 PP0258
 PP0258  HISTORY     - Date     Condition        Report By
 PP0258  HISTORY     - 1972     MONUMENTED       MNDT
 PP0258  HISTORY     - 20040610 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0257 ***********************************************************************
 PP0257  DESIGNATION -  2509 K
 PP0257  PID         -  PP0257
 PP0257  STATE/COUNTY-  MN/GOODHUE
 PP0257  USGS QUAD   -  WANAMINGO (1980)
 PP0257
 PP0257                         *CURRENT SURVEY CONTROL
 PP0257  ___________________________________________________________________
 PP0257* NAD 83(1996)-  44 21 25.65216(N)    092 48 03.08690(W)     ADJUSTED  
 PP0257* NAVD 88     -       370.548  (meters)    1215.71   (feet)  ADJUSTED  
 PP0257  ___________________________________________________________________
 PP0257  X           -    -223,217.243 (meters)                     COMP
 PP0257  Y           -  -4,562,608.760 (meters)                     COMP
 PP0257  Z           -   4,436,788.937 (meters)                     COMP
 PP0257  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 PP0257  ELLIP HEIGHT-         340.97  (meters)          (11/05/04) GPS OBS
 PP0257  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 PP0257  DYNAMIC HT  -         370.483 (meters)    1215.49  (feet)  COMP
 PP0257  MODELED GRAV-     980,432.0   (mgal)                       NAVD 88
 PP0257
 PP0257  HORZ ORDER  -  FIRST
 PP0257  VERT ORDER  -  SECOND    CLASS 0
 PP0257  ELLP ORDER  -  FOURTH    CLASS I
 PP0257
 PP0257.The horizontal coordinates were established by GPS observations
 PP0257.and adjusted by the MN DEPT OF TRANSP in November 2004..
 PP0257
 PP0257.The orthometric height was determined by differential leveling
 PP0257.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PP0257
 PP0257.The ellipsoidal height was determined by GPS observations
 PP0257.and is referenced to NAD 83.
 PP0257
 PP0257.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP0257;SPC MN S     -   251,493.039   895,589.299   MT  0.99992520   +0 50 25.8
 PP0257;UTM  15      - 4,911,558.521   515,869.996   MT  0.99960310   +0 08 21.2
 PP0257
 PP0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0257!SPC MN S     -   0.99994654  x   0.99992520  =   0.99987174
 PP0257!UTM  15      -   0.99994654  x   0.99960310  =   0.99954966
 PP0257
 PP0257:                Primary Azimuth Mark                     Grid Az
 PP0257:SPC MN S     -  2509 H                                   177 34 55.3
 PP0257:UTM  15      -  2509 H                                   178 16 59.9
 PP0257
 PP0257|---------------------------------------------------------------------|
 PP0257| PID    Reference Object                     Distance      Geod. Az  |
 PP0257|                                                           dddmmss.s |
 PP0257| PP0259 2509 H                              APPROX. 1.8 KM 1782521.1 |
 PP0257| PP0258 2509 J                              APPROX. 1.0 KM 1793959.1 |
 PP0257|---------------------------------------------------------------------|
 PP0257
 PP0257                          SUPERSEDED SURVEY CONTROL
 PP0257
 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: 15TWK1587011559(NAD 83)
 PP0257_MARKER: DB = BENCH MARK DISK
 PP0257_SETTING: 0 = UNSPECIFIED SETTING
 PP0257_SP_SET: IRON ROD
 PP0257_STAMPING: 2509 K 1972
 PP0257_MARK LOGO: MNDT  
 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 - June 10, 2004
 PP0257
 PP0257  HISTORY     - Date     Condition        Report By
 PP0257  HISTORY     - 1972     MONUMENTED       MNDT
 PP0257  HISTORY     - 20040414 GOOD             MNDT
 PP0257  HISTORY     - 20040610 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3319 ***********************************************************************
 PP3319  DESIGNATION -  2510 A
 PP3319  PID         -  PP3319
 PP3319  STATE/COUNTY-  MN/GOODHUE
 PP3319  USGS QUAD   -  RED WING (1994)
 PP3319
 PP3319                         *CURRENT SURVEY CONTROL
 PP3319  ___________________________________________________________________
 PP3319* NAD 83(1986)-  44 33 11.     (N)    092 30 41.     (W)     SCALED    
 PP3319* NAVD 88     -       258.622  (meters)     848.50   (feet)  ADJUSTED  
 PP3319  ___________________________________________________________________
 PP3319  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 PP3319  DYNAMIC HT  -         258.586 (meters)     848.38  (feet)  COMP
 PP3319  MODELED GRAV-     980,469.7   (mgal)                       NAVD 88
 PP3319
 PP3319  VERT ORDER  -  SECOND    CLASS I
 PP3319
 PP3319.The horizontal coordinates were scaled from a topographic map and have
 PP3319.an estimated accuracy of +/- 6 seconds.
 PP3319
 PP3319.The orthometric height was determined by differential leveling
 PP3319.and adjusted by the National Geodetic Survey in June 1995..
 PP3319
 PP3319.The geoid height was determined by GEOID03.
 PP3319
 PP3319.The dynamic height is computed by dividing the NAVD 88
 PP3319.geopotential number by the normal gravity value computed on the
 PP3319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3319.degrees latitude (g = 980.6199 gals.).
 PP3319
 PP3319.The modeled gravity was interpolated from observed gravity values.
 PP3319
 PP3319;                    North         East    Units  Estimated Accuracy
 PP3319;SPC MN S     -   273,640.      918,270.      MT  (+/- 180 meters Scaled)
 PP3319
 PP3319                          SUPERSEDED SURVEY CONTROL
 PP3319
 PP3319.No superseded survey control is available for this station.
 PP3319
 PP3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK388334(NAD 83)
 PP3319_MARKER: DB = BENCH MARK DISK
 PP3319_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3319_SP_SET: CONCRETE CULVERT HEADWALL
 PP3319_STAMPING: 2510 A 1979
 PP3319_MARK LOGO: MNDT  
 PP3319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3319+STABILITY: SURFACE MOTION
 PP3319
 PP3319  HISTORY     - Date     Condition        Report By
 PP3319  HISTORY     - 1979     MONUMENTED       MNDT
 PP3319  HISTORY     - 1984     GOOD             MNDT
 PP3319  HISTORY     - 20010331 GOOD             NGS
 PP3319
 PP3319                          STATION DESCRIPTION
 PP3319
 PP3319'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3319'IN RED WING.
 PP3319'THE MARK IS LOCATED IN THE CITY OF RED WING IN THE NORTHEAST 1/4 OF
 PP3319'SECTION 32, T113N, R14W, 1.55 MILES SOUTHEAST ALONG TRUNK HIGHWAY 58
 PP3319'FROM ITS JUNCTION WITH TRUNK HIGHWAYS 61 AND 63 IN RED WING, 32.0
 PP3319'FEET WEST OF AND ABOUT 6 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 58
 PP3319'AT MILEPOINT 22.15.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 PP3319'DISK STAMPED---2510 A 1979---, IS SET IN THE TOP OF THE HEADWALL AT
 PP3319'THE NORTHEAST CORNER OF A 60 INCH CONCRETE CULVERT.
 PP3319
 PP3319                          STATION RECOVERY (2001)
 PP3319
 PP3319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3319'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3320 ***********************************************************************
 PP3320  DESIGNATION -  2510 AB
 PP3320  PID         -  PP3320
 PP3320  STATE/COUNTY-  MN/GOODHUE
 PP3320  USGS QUAD   -  GOODHUE EAST (1968)
 PP3320
 PP3320                         *CURRENT SURVEY CONTROL
 PP3320  ___________________________________________________________________
 PP3320* NAD 83(1986)-  44 28 10.     (N)    092 33 25.     (W)     SCALED    
 PP3320* NAVD 88     -       288.581  (meters)     946.79   (feet)  ADJUSTED  
 PP3320  ___________________________________________________________________
 PP3320  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 PP3320  DYNAMIC HT  -         288.534 (meters)     946.63  (feet)  COMP
 PP3320  MODELED GRAV-     980,448.5   (mgal)                       NAVD 88
 PP3320
 PP3320  VERT ORDER  -  SECOND    CLASS I
 PP3320
 PP3320.The horizontal coordinates were scaled from a topographic map and have
 PP3320.an estimated accuracy of +/- 6 seconds.
 PP3320
 PP3320.The orthometric height was determined by differential leveling
 PP3320.and adjusted by the National Geodetic Survey in June 1995..
 PP3320
 PP3320.The geoid height was determined by GEOID03.
 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     -   264,290.      914,810.      MT  (+/- 180 meters Scaled)
 PP3320
 PP3320                          SUPERSEDED SURVEY CONTROL
 PP3320
 PP3320.No superseded survey control is available for this station.
 PP3320
 PP3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK352241(NAD 83)
 PP3320_MARKER: DB = BENCH MARK DISK
 PP3320_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3320_SP_SET: BOX CULVERT HEADWALL
 PP3320_STAMPING: 2510 AB 1984
 PP3320_MARK LOGO: MNDT  
 PP3320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3320+STABILITY: SURFACE MOTION
 PP3320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3320+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 PP3320
 PP3320  HISTORY     - Date     Condition        Report By
 PP3320  HISTORY     - 1984     MONUMENTED       MNDT
 PP3320  HISTORY     - 20010331 GOOD             NGS
 PP3320  HISTORY     - 20030920 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3321 ***********************************************************************
 PP3321  DESIGNATION -  2510 AC
 PP3321  PID         -  PP3321
 PP3321  STATE/COUNTY-  MN/GOODHUE
 PP3321  USGS QUAD   -  GOODHUE EAST (1968)
 PP3321
 PP3321                         *CURRENT SURVEY CONTROL
 PP3321  ___________________________________________________________________
 PP3321* NAD 83(1986)-  44 28 38.     (N)    092 33 32.     (W)     SCALED    
 PP3321* NAVD 88     -       261.908  (meters)     859.28   (feet)  ADJUSTED  
 PP3321  ___________________________________________________________________
 PP3321  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 PP3321  DYNAMIC HT  -         261.866 (meters)     859.14  (feet)  COMP
 PP3321  MODELED GRAV-     980,449.8   (mgal)                       NAVD 88
 PP3321
 PP3321  VERT ORDER  -  SECOND    CLASS I
 PP3321
 PP3321.The horizontal coordinates were scaled from a topographic map and have
 PP3321.an estimated accuracy of +/- 6 seconds.
 PP3321
 PP3321.The orthometric height was determined by differential leveling
 PP3321.and adjusted by the National Geodetic Survey in June 1995..
 PP3321
 PP3321.The geoid height was determined by GEOID03.
 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     -   265,150.      914,640.      MT  (+/- 180 meters Scaled)
 PP3321
 PP3321                          SUPERSEDED SURVEY CONTROL
 PP3321
 PP3321.No superseded survey control is available for this station.
 PP3321
 PP3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK350249(NAD 83)
 PP3321_MARKER: DB = BENCH MARK DISK
 PP3321_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3321_SP_SET: BOX CULVERT HEADWALL
 PP3321_STAMPING: 2510 AC 1984
 PP3321_MARK LOGO: MNDT  
 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 - September 20, 2003
 PP3321
 PP3321  HISTORY     - Date     Condition        Report By
 PP3321  HISTORY     - 1984     MONUMENTED       MNDT
 PP3321  HISTORY     - 20010331 GOOD             NGS
 PP3321  HISTORY     - 20030920 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3322 ***********************************************************************
 PP3322  DESIGNATION -  2510 AD
 PP3322  PID         -  PP3322
 PP3322  STATE/COUNTY-  MN/GOODHUE
 PP3322  USGS QUAD   -  GOODHUE EAST (1968)
 PP3322
 PP3322                         *CURRENT SURVEY CONTROL
 PP3322  ___________________________________________________________________
 PP3322* NAD 83(1986)-  44 29 05.     (N)    092 33 21.     (W)     SCALED    
 PP3322* NAVD 88     -       251.756  (meters)     825.97   (feet)  ADJUSTED  
 PP3322  ___________________________________________________________________
 PP3322  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 PP3322  DYNAMIC HT  -         251.715 (meters)     825.84  (feet)  COMP
 PP3322  MODELED GRAV-     980,451.6   (mgal)                       NAVD 88
 PP3322
 PP3322  VERT ORDER  -  SECOND    CLASS I
 PP3322
 PP3322.The horizontal coordinates were scaled from a topographic map and have
 PP3322.an estimated accuracy of +/- 6 seconds.
 PP3322
 PP3322.The orthometric height was determined by differential leveling
 PP3322.and adjusted by the National Geodetic Survey in June 1995..
 PP3322
 PP3322.The geoid height was determined by GEOID03.
 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     -   265,980.      914,870.      MT  (+/- 180 meters Scaled)
 PP3322
 PP3322                          SUPERSEDED SURVEY CONTROL
 PP3322
 PP3322.No superseded survey control is available for this station.
 PP3322
 PP3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK353258(NAD 83)
 PP3322_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3322+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 PP3322
 PP3322  HISTORY     - Date     Condition        Report By
 PP3322  HISTORY     - 1984     MONUMENTED       MNDT
 PP3322  HISTORY     - 20010331 GOOD             NGS
 PP3322  HISTORY     - 20030920 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3323 ***********************************************************************
 PP3323  DESIGNATION -  2510 AE
 PP3323  PID         -  PP3323
 PP3323  STATE/COUNTY-  MN/GOODHUE
 PP3323  USGS QUAD   -  GOODHUE EAST (1968)
 PP3323
 PP3323                         *CURRENT SURVEY CONTROL
 PP3323  ___________________________________________________________________
 PP3323* NAD 83(1996)-  44 29 28.87080(N)    092 33 02.03031(W)     ADJUSTED  
 PP3323* NAVD 88     -       245.635  (meters)     805.89   (feet)  ADJUSTED  
 PP3323  ___________________________________________________________________
 PP3323  X           -    -202,815.057 (meters)                     COMP
 PP3323  Y           -  -4,553,020.439 (meters)                     COMP
 PP3323  Z           -   4,447,353.834 (meters)                     COMP
 PP3323  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 PP3323  ELLIP HEIGHT-         215.52  (meters)          (11/24/04) GPS OBS
 PP3323  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 PP3323  DYNAMIC HT  -         245.596 (meters)     805.76  (feet)  COMP
 PP3323  MODELED GRAV-     980,453.5   (mgal)                       NAVD 88
 PP3323
 PP3323  HORZ ORDER  -  FIRST
 PP3323  VERT ORDER  -  SECOND    CLASS I
 PP3323  ELLP ORDER  -  FOURTH    CLASS I
 PP3323
 PP3323.The horizontal coordinates were established by GPS observations
 PP3323.and adjusted by the MN DEPT OF TRANSP in November 2004..
 PP3323
 PP3323.The orthometric height was determined by differential leveling
 PP3323.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PP3323
 PP3323.The ellipsoidal height was determined by GPS observations
 PP3323.and is referenced to NAD 83.
 PP3323
 PP3323.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP3323;SPC MN S     -   266,728.202   915,275.021   MT  0.99992206   +1 00 57.4
 PP3323;UTM  15      - 4,926,546.913   535,734.440   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  =   0.99988827
 PP3323!UTM  15      -   0.99996621  x   0.99961570  =   0.99958192
 PP3323
 PP3323                          SUPERSEDED SURVEY CONTROL
 PP3323
 PP3323  NAVD 88 (11/24/04)  245.63   (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: 15TWK3573426547(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3323+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3324 ***********************************************************************
 PP3324  DESIGNATION -  2510 AF
 PP3324  PID         -  PP3324
 PP3324  STATE/COUNTY-  MN/GOODHUE
 PP3324  USGS QUAD   -  GOODHUE EAST (1968)
 PP3324
 PP3324                         *CURRENT SURVEY CONTROL
 PP3324  ___________________________________________________________________
 PP3324* NAD 83(1986)-  44 29 38.     (N)    092 32 28.     (W)     SCALED    
 PP3324* NAVD 88     -       261.681  (meters)     858.53   (feet)  ADJUSTED  
 PP3324  ___________________________________________________________________
 PP3324  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 PP3324  DYNAMIC HT  -         261.640 (meters)     858.40  (feet)  COMP
 PP3324  MODELED GRAV-     980,454.6   (mgal)                       NAVD 88
 PP3324
 PP3324  VERT ORDER  -  SECOND    CLASS I
 PP3324
 PP3324.The horizontal coordinates were scaled from a topographic map and have
 PP3324.an estimated accuracy of +/- 6 seconds.
 PP3324
 PP3324.The orthometric height was determined by differential leveling
 PP3324.and adjusted by the National Geodetic Survey in June 1995..
 PP3324
 PP3324.The geoid height was determined by GEOID03.
 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     -   267,020.      916,020.      MT  (+/- 180 meters Scaled)
 PP3324
 PP3324                          SUPERSEDED SURVEY CONTROL
 PP3324
 PP3324.No superseded survey control is available for this station.
 PP3324
 PP3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK364268(NAD 83)
 PP3324_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3324+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 PP3324
 PP3324  HISTORY     - Date     Condition        Report By
 PP3324  HISTORY     - 1984     MONUMENTED       MNDT
 PP3324  HISTORY     - 20010331 GOOD             NGS
 PP3324  HISTORY     - 20030920 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3325 ***********************************************************************
 PP3325  DESIGNATION -  2510 AG
 PP3325  PID         -  PP3325
 PP3325  STATE/COUNTY-  MN/GOODHUE
 PP3325  USGS QUAD   -  RED WING (1994)
 PP3325
 PP3325                         *CURRENT SURVEY CONTROL
 PP3325  ___________________________________________________________________
 PP3325* NAD 83(1996)-  44 30 22.63902(N)    092 31 52.20792(W)     ADJUSTED  
 PP3325* NAVD 88     -       330.734  (meters)    1085.08   (feet)  ADJUSTED  
 PP3325  ___________________________________________________________________
 PP3325  X           -    -201,225.115 (meters)                     COMP
 PP3325  Y           -  -4,551,987.282 (meters)                     COMP
 PP3325  Z           -   4,448,597.295 (meters)                     COMP
 PP3325  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 PP3325  ELLIP HEIGHT-         300.59  (meters)          (11/24/04) GPS OBS
 PP3325  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 PP3325  DYNAMIC HT  -         330.684 (meters)    1084.92  (feet)  COMP
 PP3325  MODELED GRAV-     980,457.9   (mgal)                       NAVD 88
 PP3325
 PP3325  HORZ ORDER  -  FIRST
 PP3325  VERT ORDER  -  SECOND    CLASS I
 PP3325  ELLP ORDER  -  FOURTH    CLASS I
 PP3325
 PP3325.The horizontal coordinates were established by GPS observations
 PP3325.and adjusted by the MN DEPT OF TRANSP in November 2004..
 PP3325
 PP3325.The orthometric height was determined by differential leveling
 PP3325.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PP3325
 PP3325.The ellipsoidal height was determined by GPS observations
 PP3325.and is referenced to NAD 83.
 PP3325
 PP3325.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP3325;SPC MN S     -   268,415.015   916,787.549   MT  0.99992204   +1 01 46.4
 PP3325;UTM  15      - 4,928,214.586   537,267.022   MT  0.99961708   +0 19 43.1
 PP3325
 PP3325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3325!SPC MN S     -   0.99995287  x   0.99992204  =   0.99987491
 PP3325!UTM  15      -   0.99995287  x   0.99961708  =   0.99956997
 PP3325
 PP3325                          SUPERSEDED SURVEY CONTROL
 PP3325
 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: 15TWK3726728215(NAD 83)
 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: FLUSH
 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 - June 10, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3326 ***********************************************************************
 PP3326  DESIGNATION -  2510 AH
 PP3326  PID         -  PP3326
 PP3326  STATE/COUNTY-  MN/GOODHUE
 PP3326  USGS QUAD   -  RED WING (1994)
 PP3326
 PP3326                         *CURRENT SURVEY CONTROL
 PP3326  ___________________________________________________________________
 PP3326* NAD 83(1986)-  44 31 15.     (N)    092 31 22.     (W)     SCALED    
 PP3326* NAVD 88     -       321.620  (meters)    1055.18   (feet)  ADJUSTED  
 PP3326  ___________________________________________________________________
 PP3326  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 PP3326  DYNAMIC HT  -         321.573 (meters)    1055.03  (feet)  COMP
 PP3326  MODELED GRAV-     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
 PP3326.and adjusted by the National Geodetic Survey in June 1995..
 PP3326
 PP3326.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3327 ***********************************************************************
 PP3327  DESIGNATION -  2510 AJ
 PP3327  PID         -  PP3327
 PP3327  STATE/COUNTY-  MN/GOODHUE
 PP3327  USGS QUAD   -  RED WING (1994)
 PP3327
 PP3327                         *CURRENT SURVEY CONTROL
 PP3327  ___________________________________________________________________
 PP3327* NAD 83(1986)-  44 31 48.     (N)    092 31 16.     (W)     SCALED    
 PP3327* NAVD 88     -       316.824  (meters)    1039.45   (feet)  ADJUSTED  
 PP3327  ___________________________________________________________________
 PP3327  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 PP3327  DYNAMIC HT  -         316.778 (meters)    1039.30  (feet)  COMP
 PP3327  MODELED GRAV-     980,464.6   (mgal)                       NAVD 88
 PP3327
 PP3327  VERT ORDER  -  SECOND    CLASS I
 PP3327
 PP3327.The horizontal coordinates were scaled from a topographic map and have
 PP3327.an estimated accuracy of +/- 6 seconds.
 PP3327
 PP3327.The orthometric height was determined by differential leveling
 PP3327.and adjusted by the National Geodetic Survey in June 1995..
 PP3327
 PP3327.The geoid height was determined by GEOID03.
 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     -   271,060.      917,540.      MT  (+/- 180 meters Scaled)
 PP3327
 PP3327                          SUPERSEDED SURVEY CONTROL
 PP3327
 PP3327.No superseded survey control is available for this station.
 PP3327
 PP3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK380308(NAD 83)
 PP3327_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3328 ***********************************************************************
 PP3328  DESIGNATION -  2510 AK
 PP3328  PID         -  PP3328
 PP3328  STATE/COUNTY-  MN/GOODHUE
 PP3328  USGS QUAD   -  RED WING (1994)
 PP3328
 PP3328                         *CURRENT SURVEY CONTROL
 PP3328  ___________________________________________________________________
 PP3328* NAD 83(1986)-  44 32 34.     (N)    092 31 02.     (W)     SCALED    
 PP3328* NAVD 88     -       296.237  (meters)     971.90   (feet)  ADJUSTED  
 PP3328  ___________________________________________________________________
 PP3328  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 PP3328  DYNAMIC HT  -         296.195 (meters)     971.77  (feet)  COMP
 PP3328  MODELED GRAV-     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
 PP3328.and adjusted by the National Geodetic Survey in June 1995..
 PP3328
 PP3328.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3329 ***********************************************************************
 PP3329  DESIGNATION -  2510 AL
 PP3329  PID         -  PP3329
 PP3329  STATE/COUNTY-  MN/GOODHUE
 PP3329  USGS QUAD   -  RED WING (1994)
 PP3329
 PP3329                         *CURRENT SURVEY CONTROL
 PP3329  ___________________________________________________________________
 PP3329* NAD 83(1986)-  44 33 25.     (N)    092 31 13.     (W)     SCALED    
 PP3329* NAVD 88     -       244.724  (meters)     802.90   (feet)  ADJUSTED  
 PP3329  ___________________________________________________________________
 PP3329  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 PP3329  DYNAMIC HT  -         244.689 (meters)     802.78  (feet)  COMP
 PP3329  MODELED GRAV-     980,471.0   (mgal)                       NAVD 88
 PP3329
 PP3329  VERT ORDER  -  SECOND    CLASS I
 PP3329
 PP3329.The horizontal coordinates were scaled from a topographic map and have
 PP3329.an estimated accuracy of +/- 6 seconds.
 PP3329
 PP3329.The orthometric height was determined by differential leveling
 PP3329.and adjusted by the National Geodetic Survey in June 1995..
 PP3329
 PP3329.The geoid height was determined by GEOID03.
 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     -   274,060.      917,550.      MT  (+/- 180 meters Scaled)
 PP3329
 PP3329                          SUPERSEDED SURVEY CONTROL
 PP3329
 PP3329.No superseded survey control is available for this station.
 PP3329
 PP3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK381338(NAD 83)
 PP3329_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3329+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 PP3329
 PP3329  HISTORY     - Date     Condition        Report By
 PP3329  HISTORY     - 1984     MONUMENTED       MNDT
 PP3329  HISTORY     - 20010331 GOOD             NGS
 PP3329  HISTORY     - 20030920 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3330 ***********************************************************************
 PP3330  DESIGNATION -  2510 B
 PP3330  PID         -  PP3330
 PP3330  STATE/COUNTY-  MN/GOODHUE
 PP3330  USGS QUAD   -  RED WING (1994)
 PP3330
 PP3330                         *CURRENT SURVEY CONTROL
 PP3330  ___________________________________________________________________
 PP3330* NAD 83(1986)-  44 33 38.     (N)    092 31 33.     (W)     SCALED    
 PP3330* NAVD 88     -       233.139  (meters)     764.89   (feet)  ADJUSTED  
 PP3330  ___________________________________________________________________
 PP3330  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 PP3330  DYNAMIC HT  -         233.107 (meters)     764.79  (feet)  COMP
 PP3330  MODELED GRAV-     980,472.1   (mgal)                       NAVD 88
 PP3330
 PP3330  VERT ORDER  -  SECOND    CLASS I
 PP3330
 PP3330.The horizontal coordinates were scaled from a topographic map and have
 PP3330.an estimated accuracy of +/- 6 seconds.
 PP3330
 PP3330.The orthometric height was determined by differential leveling
 PP3330.and adjusted by the National Geodetic Survey in June 1995..
 PP3330
 PP3330.The geoid height was determined by GEOID03.
 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     -   274,450.      917,100.      MT  (+/- 180 meters Scaled)
 PP3330
 PP3330                          SUPERSEDED SURVEY CONTROL
 PP3330
 PP3330.No superseded survey control is available for this station.
 PP3330
 PP3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK376342(NAD 83)
 PP3330_MARKER: DB = BENCH MARK DISK
 PP3330_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3330_SP_SET: CONCRETE FOOTING
 PP3330_STAMPING: 2510 B 1979
 PP3330_MARK LOGO: MNDT  
 PP3330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3330+STABILITY: SURFACE MOTION
 PP3330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3330+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 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
 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' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3165 ***********************************************************************
 PP3165  DESIGNATION -  2510 C
 PP3165  PID         -  PP3165
 PP3165  STATE/COUNTY-  MN/GOODHUE
 PP3165  USGS QUAD   -  ZUMBROTA (1968)
 PP3165
 PP3165                         *CURRENT SURVEY CONTROL
 PP3165  ___________________________________________________________________
 PP3165* NAD 83(1996)-  44 18 23.63956(N)    092 39 47.77656(W)     ADJUSTED  
 PP3165* NAVD 88     -       308.123  (meters)    1010.90   (feet)  ADJUSTED  
 PP3165  ___________________________________________________________________
 PP3165  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 PP3165  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 PP3165  DYNAMIC HT  -         308.067 (meters)    1010.72  (feet)  COMP
 PP3165  MODELED GRAV-     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.No horizontal observational check was made to the station.
 PP3165
 PP3165.The orthometric height was determined by differential leveling
 PP3165.and adjusted by the National Geodetic Survey in June 1995..
 PP3165
 PP3165.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3165
 PP3165.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP3165;SPC MN S     -   246,046.267   906,647.877   MT  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     -   0.99995637  x   0.99992780  =   0.99988418
 PP3165!UTM  15      -   0.99995637  x   0.99960887  =   0.99956526
 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(1996)-  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: 15TWK2685805979(NAD 83)
 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_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 - September 17, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3304 ***********************************************************************
 PP3304  DESIGNATION -  2510 D
 PP3304  PID         -  PP3304
 PP3304  STATE/COUNTY-  MN/GOODHUE
 PP3304  USGS QUAD   -  ZUMBROTA (1968)
 PP3304
 PP3304                         *CURRENT SURVEY CONTROL
 PP3304  ___________________________________________________________________
 PP3304* NAD 83(1986)-  44 19 00.     (N)    092 39 34.     (W)     SCALED    
 PP3304* NAVD 88     -       340.107  (meters)    1115.83   (feet)  ADJUSTED  
 PP3304  ___________________________________________________________________
 PP3304  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 PP3304  DYNAMIC HT  -         340.045 (meters)    1115.63  (feet)  COMP
 PP3304  MODELED GRAV-     980,428.4   (mgal)                       NAVD 88
 PP3304
 PP3304  VERT ORDER  -  SECOND    CLASS I
 PP3304
 PP3304.The horizontal coordinates were scaled from a topographic map and have
 PP3304.an estimated accuracy of +/- 6 seconds.
 PP3304
 PP3304.The orthometric height was determined by differential leveling
 PP3304.and adjusted by the National Geodetic Survey in June 1995..
 PP3304
 PP3304.The geoid height was determined by GEOID03.
 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     -   247,170.      906,940.      MT  (+/- 180 meters Scaled)
 PP3304
 PP3304                          SUPERSEDED SURVEY CONTROL
 PP3304
 PP3304.No superseded survey control is available for this station.
 PP3304
 PP3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK271071(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3305 ***********************************************************************
 PP3305  DESIGNATION -  2510 E
 PP3305  PID         -  PP3305
 PP3305  STATE/COUNTY-  MN/GOODHUE
 PP3305  USGS QUAD   -  ZUMBROTA (1968)
 PP3305
 PP3305                         *CURRENT SURVEY CONTROL
 PP3305  ___________________________________________________________________
 PP3305* NAD 83(1986)-  44 19 31.     (N)    092 38 59.     (W)     SCALED    
 PP3305* NAVD 88     -       352.512  (meters)    1156.53   (feet)  ADJUSTED  
 PP3305  ___________________________________________________________________
 PP3305  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 PP3305  DYNAMIC HT  -         352.450 (meters)    1156.33  (feet)  COMP
 PP3305  MODELED GRAV-     980,429.7   (mgal)                       NAVD 88
 PP3305
 PP3305  VERT ORDER  -  SECOND    CLASS I
 PP3305
 PP3305.The horizontal coordinates were scaled from a topographic map and have
 PP3305.an estimated accuracy of +/- 6 seconds.
 PP3305
 PP3305.The orthometric height was determined by differential leveling
 PP3305.and adjusted by the National Geodetic Survey in June 1995..
 PP3305
 PP3305.The geoid height was determined by GEOID03.
 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     -   248,140.      907,690.      MT  (+/- 180 meters Scaled)
 PP3305
 PP3305                          SUPERSEDED SURVEY CONTROL
 PP3305
 PP3305.No superseded survey control is available for this station.
 PP3305
 PP3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK279080(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3310 ***********************************************************************
 PP3310  DESIGNATION -  2510 J
 PP3310  PID         -  PP3310
 PP3310  STATE/COUNTY-  MN/GOODHUE
 PP3310  USGS QUAD   -  MAZEPPA (1980)
 PP3310
 PP3310                         *CURRENT SURVEY CONTROL
 PP3310  ___________________________________________________________________
 PP3310* NAD 83(1986)-  44 21 38.     (N)    092 36 52.     (W)     SCALED    
 PP3310* NAVD 88     -       333.933  (meters)    1095.58   (feet)  ADJUSTED  
 PP3310  ___________________________________________________________________
 PP3310  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 PP3310  DYNAMIC HT  -         333.874 (meters)    1095.38  (feet)  COMP
 PP3310  MODELED GRAV-     980,434.2   (mgal)                       NAVD 88
 PP3310
 PP3310  VERT ORDER  -  SECOND    CLASS I
 PP3310
 PP3310.The horizontal coordinates were scaled from a topographic map and have
 PP3310.an estimated accuracy of +/- 6 seconds.
 PP3310
 PP3310.The orthometric height was determined by differential leveling
 PP3310.and adjusted by the National Geodetic Survey in June 1995..
 PP3310
 PP3310.The geoid height was determined by GEOID03.
 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     -   252,110.      910,440.      MT  (+/- 180 meters Scaled)
 PP3310
 PP3310                          SUPERSEDED SURVEY CONTROL
 PP3310
 PP3310.No superseded survey control is available for this station.
 PP3310
 PP3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK307119(NAD 83)
 PP3310_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3310
 PP3310  HISTORY     - Date     Condition        Report By
 PP3310  HISTORY     - 1982     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3312 ***********************************************************************
 PP3312  DESIGNATION -  2510 K
 PP3312  PID         -  PP3312
 PP3312  STATE/COUNTY-  MN/GOODHUE
 PP3312  USGS QUAD   -  MAZEPPA (1980)
 PP3312
 PP3312                         *CURRENT SURVEY CONTROL
 PP3312  ___________________________________________________________________
 PP3312* NAD 83(1986)-  44 22 08.     (N)    092 36 46.     (W)     SCALED    
 PP3312* NAVD 88     -       326.522  (meters)    1071.26   (feet)  ADJUSTED  
 PP3312  ___________________________________________________________________
 PP3312  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 PP3312  DYNAMIC HT  -         326.465 (meters)    1071.08  (feet)  COMP
 PP3312  MODELED GRAV-     980,434.6   (mgal)                       NAVD 88
 PP3312
 PP3312  VERT ORDER  -  SECOND    CLASS I
 PP3312
 PP3312.The horizontal coordinates were scaled from a topographic map and have
 PP3312.an estimated accuracy of +/- 6 seconds.
 PP3312
 PP3312.The orthometric height was determined by differential leveling
 PP3312.and adjusted by the National Geodetic Survey in June 1995..
 PP3312
 PP3312.The geoid height was determined by GEOID03.
 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     -   253,040.      910,560.      MT  (+/- 180 meters Scaled)
 PP3312
 PP3312                          SUPERSEDED SURVEY CONTROL
 PP3312
 PP3312.No superseded survey control is available for this station.
 PP3312
 PP3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK308129(NAD 83)
 PP3312_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3312
 PP3312  HISTORY     - Date     Condition        Report By
 PP3312  HISTORY     - 1982     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3313 ***********************************************************************
 PP3313  DESIGNATION -  2510 L
 PP3313  PID         -  PP3313
 PP3313  STATE/COUNTY-  MN/GOODHUE
 PP3313  USGS QUAD   -  MAZEPPA (1980)
 PP3313
 PP3313                         *CURRENT SURVEY CONTROL
 PP3313  ___________________________________________________________________
 PP3313* NAD 83(1986)-  44 22 22.     (N)    092 36 46.     (W)     SCALED    
 PP3313* NAVD 88     -       327.485  (meters)    1074.42   (feet)  ADJUSTED  
 PP3313  ___________________________________________________________________
 PP3313  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 PP3313  DYNAMIC HT  -         327.428 (meters)    1074.24  (feet)  COMP
 PP3313  MODELED GRAV-     980,434.7   (mgal)                       NAVD 88
 PP3313
 PP3313  VERT ORDER  -  SECOND    CLASS I
 PP3313
 PP3313.The horizontal coordinates were scaled from a topographic map and have
 PP3313.an estimated accuracy of +/- 6 seconds.
 PP3313
 PP3313.The orthometric height was determined by differential leveling
 PP3313.and adjusted by the National Geodetic Survey in June 1995..
 PP3313
 PP3313.The geoid height was determined by GEOID03.
 PP3313
 PP3313.The dynamic height is computed by dividing the NAVD 88
 PP3313.geopotential number by the normal gravity value computed on the
 PP3313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3313.degrees latitude (g = 980.6199 gals.).
 PP3313
 PP3313.The modeled gravity was interpolated from observed gravity values.
 PP3313
 PP3313;                    North         East    Units  Estimated Accuracy
 PP3313;SPC MN S     -   253,470.      910,550.      MT  (+/- 180 meters Scaled)
 PP3313
 PP3313                          SUPERSEDED SURVEY CONTROL
 PP3313
 PP3313.No superseded survey control is available for this station.
 PP3313
 PP3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK308133(NAD 83)
 PP3313_MARKER: DB = BENCH MARK DISK
 PP3313_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3313_SP_SET: BRIDGE ABUTMENT
 PP3313_STAMPING: 2510 L 1982
 PP3313_MARK LOGO: MNDT  
 PP3313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3313+STABILITY: SURFACE MOTION
 PP3313
 PP3313  HISTORY     - Date     Condition        Report By
 PP3313  HISTORY     - 1982     MONUMENTED       MNDT
 PP3313
 PP3313                          STATION DESCRIPTION
 PP3313
 PP3313'DESCRIBED BY MN DEPT OF TRANSP 1982
 PP3313'2.1 MI SSE FROM GOODHUE.
 PP3313'THE MARK IS LOCATED 1.75 MILES SOUTH ALONG TRUNK HIGHWAY 58 FROM ITS
 PP3313'JUNCTION WITH COUNTY ROAD 9 AT GOODHUE AND IS IN THE SOUTHEAST 1/4 OF
 PP3313'SECTION 33, T111N, R15W AT HIGHWAY 58 MILEPOINT 7.25.  THE MARK IS
 PP3313'197 FEET EAST OF THE CENTER OF HIGHWAY 58.  THE MARK, A STANDARD MNDT
 PP3313'VERTICAL CONTROL MARK DISK STAMPED---2510 L 1982---, IS SET IN THE
 PP3313'NORTHEAST CORNER OF A SMALL BRIDGE CARRYING AN ENTRANCE OVER A SMALL
 PP3313'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3314 ***********************************************************************
 PP3314  DESIGNATION -  2510 M
 PP3314  PID         -  PP3314
 PP3314  STATE/COUNTY-  MN/GOODHUE
 PP3314  USGS QUAD   -  GOODHUE EAST (1968)
 PP3314
 PP3314                         *CURRENT SURVEY CONTROL
 PP3314  ___________________________________________________________________
 PP3314* NAD 83(1986)-  44 23 00.     (N)    092 36 51.     (W)     SCALED    
 PP3314* NAVD 88     -       336.861  (meters)    1105.18   (feet)  ADJUSTED  
 PP3314  ___________________________________________________________________
 PP3314  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 PP3314  DYNAMIC HT  -         336.803 (meters)    1104.99  (feet)  COMP
 PP3314  MODELED GRAV-     980,435.1   (mgal)                       NAVD 88
 PP3314
 PP3314  VERT ORDER  -  SECOND    CLASS I
 PP3314
 PP3314.The horizontal coordinates were scaled from a topographic map and have
 PP3314.an estimated accuracy of +/- 6 seconds.
 PP3314
 PP3314.The orthometric height was determined by differential leveling
 PP3314.and adjusted by the National Geodetic Survey in June 1995..
 PP3314
 PP3314.The geoid height was determined by GEOID03.
 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.      910,420.      MT  (+/- 180 meters Scaled)
 PP3314
 PP3314                          SUPERSEDED SURVEY CONTROL
 PP3314
 PP3314.No superseded survey control is available for this station.
 PP3314
 PP3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK307145(NAD 83)
 PP3314_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3314
 PP3314  HISTORY     - Date     Condition        Report By
 PP3314  HISTORY     - 1982     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3166 ***********************************************************************
 PP3166  DESIGNATION -  2510 N
 PP3166  PID         -  PP3166
 PP3166  STATE/COUNTY-  MN/GOODHUE
 PP3166  USGS QUAD   -  GOODHUE EAST (1968)
 PP3166
 PP3166                         *CURRENT SURVEY CONTROL
 PP3166  ___________________________________________________________________
 PP3166* NAD 83(1996)-  44 23 25.57596(N)    092 36 58.70219(W)     ADJUSTED  
 PP3166* NAVD 88     -       341.356  (meters)    1119.93   (feet)  ADJUSTED  
 PP3166  ___________________________________________________________________
 PP3166  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 PP3166  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 PP3166  DYNAMIC HT  -         341.297 (meters)    1119.74  (feet)  COMP
 PP3166  MODELED GRAV-     980,435.3   (mgal)                       NAVD 88
 PP3166
 PP3166  HORZ ORDER  -  SECOND
 PP3166  VERT ORDER  -  SECOND    CLASS I
 PP3166
 PP3166.The horizontal coordinates were established by classical geodetic methods
 PP3166.and adjusted by the National Geodetic Survey in March 1999..
 PP3166
 PP3166.The orthometric height was determined by differential leveling
 PP3166.and adjusted by the National Geodetic Survey in June 1995..
 PP3166
 PP3166.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3166
 PP3166.The geoid height was determined by GEOID03.
 PP3166
 PP3166.The dynamic height is computed by dividing the NAVD 88
 PP3166.geopotential number by the normal gravity value computed on the
 PP3166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3166.degrees latitude (g = 980.6199 gals.).
 PP3166
 PP3166.The modeled gravity was interpolated from observed gravity values.
 PP3166
 PP3166;                    North         East     Units Scale Factor Converg.
 PP3166;SPC MN S     -   255,426.280   910,236.790   MT  0.99992391   +0 58 11.5
 PP3166;UTM  15      - 4,915,310.973   530,559.869   MT  0.99961148   +0 16 06.3
 PP3166
 PP3166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3166!SPC MN S     -   0.99995118  x   0.99992391  =   0.99987509
 PP3166!UTM  15      -   0.99995118  x   0.99961148  =   0.99956268
 PP3166
 PP3166:                Primary Azimuth Mark                     Grid Az
 PP3166:SPC MN S     -  GOODHUE MUNICIPAL TANK                   310 45 27.2
 PP3166:UTM  15      -  GOODHUE MUNICIPAL TANK                   311 27 32.4
 PP3166
 PP3166|---------------------------------------------------------------------|
 PP3166| PID    Reference Object                     Distance      Geod. Az  |
 PP3166|                                                           dddmmss.s |
 PP3166| PP2334 GOODHUE MUNICIPAL TANK              APPROX. 1.4 KM 3114338.7 |
 PP3166| PP3170 GOODHUE ST LUKE LUTH CH SPIRE       APPROX. 1.3 KM 3212627.1 |
 PP3166|---------------------------------------------------------------------|
 PP3166
 PP3166                          SUPERSEDED SURVEY CONTROL
 PP3166
 PP3166  NAD 83(1996)-  44 23 25.56764(N)    092 36 58.69907(W) AD(       ) 2
 PP3166  NAD 83(1986)-  44 23 25.56825(N)    092 36 58.69874(W) AD(       ) 2
 PP3166  NGVD 29 (09/11/89)  341.32   (m)         1119.8    (f) LEVELING    3  
 PP3166
 PP3166.Superseded values are not recommended for survey control.
 PP3166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3166.See file dsdata.txt to determine how the superseded data were derived.
 PP3166
 PP3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3056015311(NAD 83)
 PP3166_MARKER: DV = VERTICAL CONTROL DISK
 PP3166_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP3166+WITH SETTING: INFORMATION.
 PP3166_SP_SET: SHALLOW SET METAL ROD
 PP3166_STAMPING: 2510 N 1982
 PP3166_MARK LOGO: MNDT  
 PP3166_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 PP3166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3166
 PP3166  HISTORY     - Date     Condition        Report By
 PP3166  HISTORY     - 1982     MONUMENTED       MNDT
 PP3166  HISTORY     - 1982     GOOD             MNDT
 PP3166
 PP3166                          STATION DESCRIPTION
 PP3166
 PP3166'DESCRIBED BY MN DEPT OF TRANSP 1982 (OCO)
 PP3166'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF THE TOWN OF GOODHUE, IN
 PP3166'THE SE 1/4 OF SECTION 28, T111N, R15W, ON THE SOUTH EDGE OF AN
 PP3166'EAST - WEST DIRT ROAD.
 PP3166'
 PP3166'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY
 PP3166'ROAD 9 IN GOODHUE, GO SOUTH ON TRUNK HIGHWAY 58 FOR 0.5 MILE TO A
 PP3166'CROSSROAD AND THE STATION ON THE LEFT AT MILEPOINT 8.5.
 PP3166'
 PP3166'THE STATION MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3166'STAMPED---2510 N 1982---, IS SET ON THE TOP OF A 7 FOOT LONG DRIVEN
 PP3166'ALUMINUM ALLOY ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 PP3166'MARK IS 194 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK
 PP3166'HIGHWAY 58, 23 FEET SOUTH OF THE CENTER OF THE ROAD, 57 FEET WEST OF A
 PP3166'18 INCH DIAMETER COTTONWOOD TREE, 56 FEET NORTH-NORTHEAST OF A STEEL
 PP3166'RIGHT-OF-WAY POST, AND 1.4 FEET WEST OF A STEEL WITNESS POST.
 PP3166'
 PP3166'A STEEL ROD BURIED ADJACENT TO THE MONUMENT MAKES THE MARK MAGNETIC.
 PP3166'
 PP3166'THIS STATION IS AN AZIMUTH MARK FOR STATION GOODHUE MNDT.
 PP3166
 PP3166                          STATION RECOVERY (1982)
 PP3166
 PP3166'RECOVERY NOTE BY MN DEPT OF TRANSP 1982
 PP3166'0.5 MI SSE FROM GOODHUE.
 PP3166'THE MARK IS LOCATED 0.5 MILE SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 58
 PP3166'FROM ITS JUNCTION WITH COUNTY ROAD 9 AT GOODHUE TO HIGHWAY 58
 PP3166'MILEPOINT 8.5 AND IS IN THE SOUTHEAST 1/4 OF SECTION 28, T111N, R15W.
 PP3166'THE MARK IS 194 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 PP3166'HIGHWAY 58, 23 FEET SOUTH OF THE CENTER OF A TRAIL, 57 FEET WEST OF
 PP3166'AN 18 INCH COTTONWOOD TREE, 56 FEET NORTH-NORTHEAST OF A STEEL
 PP3166'RIGHT-OF-WAY POST AND 1.4 FEET WEST OF A STEEL WITNESS POST.  THE
 PP3166'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED ---2510 N
 PP3166'1982---, IS FASTENED TO THE TOP OF A 7 FOOT LONG DRIVEN ALUMINUM
 PP3166'ALLOY ROD AND IS FLUSH WITH THE GROUND.  THE MARK IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3311 ***********************************************************************
 PP3311  DESIGNATION -  2510 Q
 PP3311  PID         -  PP3311
 PP3311  STATE/COUNTY-  MN/GOODHUE
 PP3311  USGS QUAD   -  GOODHUE EAST (1968)
 PP3311
 PP3311                         *CURRENT SURVEY CONTROL
 PP3311  ___________________________________________________________________
 PP3311* NAD 83(1986)-  44 23 54.     (N)    092 37 20.     (W)     SCALED    
 PP3311* NAVD 88     -       338.929  (meters)    1111.97   (feet)  ADJUSTED  
 PP3311  ___________________________________________________________________
 PP3311  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 PP3311  DYNAMIC HT  -         338.871 (meters)    1111.78  (feet)  COMP
 PP3311  MODELED GRAV-     980,435.3   (mgal)                       NAVD 88
 PP3311
 PP3311  VERT ORDER  -  SECOND    CLASS I
 PP3311
 PP3311.The horizontal coordinates were scaled from a topographic map and have
 PP3311.an estimated accuracy of +/- 6 seconds.
 PP3311
 PP3311.The orthometric height was determined by differential leveling
 PP3311.and adjusted by the National Geodetic Survey in June 1995..
 PP3311
 PP3311.The geoid height was determined by GEOID03.
 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     -   256,300.      909,750.      MT  (+/- 180 meters Scaled)
 PP3311
 PP3311                          SUPERSEDED SURVEY CONTROL
 PP3311
 PP3311.No superseded survey control is available for this station.
 PP3311
 PP3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK300161(NAD 83)
 PP3311_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3311
 PP3311  HISTORY     - Date     Condition        Report By
 PP3311  HISTORY     - 1982     MONUMENTED       MNDT
 PP3311  HISTORY     - 1985     GOOD             MNDT
 PP3311  HISTORY     - 20050627 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3167 ***********************************************************************
 PP3167  DESIGNATION -  2510 R
 PP3167  PID         -  PP3167
 PP3167  STATE/COUNTY-  MN/GOODHUE
 PP3167  USGS QUAD   -  GOODHUE WEST (1968)
 PP3167
 PP3167                         *CURRENT SURVEY CONTROL
 PP3167  ___________________________________________________________________
 PP3167* NAD 83(1996)-  44 24 44.65133(N)    092 37 30.21681(W)     ADJUSTED  
 PP3167* NAVD 88     -       343.084  (meters)    1125.60   (feet)  ADJUSTED  
 PP3167  ___________________________________________________________________
 PP3167  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 PP3167  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 PP3167  DYNAMIC HT  -         343.025 (meters)    1125.41  (feet)  COMP
 PP3167  MODELED GRAV-     980,436.2   (mgal)                       NAVD 88
 PP3167
 PP3167  HORZ ORDER  -  SECOND
 PP3167  VERT ORDER  -  SECOND    CLASS I
 PP3167
 PP3167.The horizontal coordinates were established by classical geodetic methods
 PP3167.and adjusted by the National Geodetic Survey in March 1999..
 PP3167
 PP3167.The orthometric height was determined by differential leveling
 PP3167.and adjusted by the National Geodetic Survey in June 1995..
 PP3167.WARNING-Repeat measurements at this control monument indicate possible
 PP3167.vertical movement.
 PP3167
 PP3167.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3167
 PP3167.The geoid height was determined by GEOID03.
 PP3167
 PP3167.The dynamic height is computed by dividing the NAVD 88
 PP3167.geopotential number by the normal gravity value computed on the
 PP3167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3167.degrees latitude (g = 980.6199 gals.).
 PP3167
 PP3167.The modeled gravity was interpolated from observed gravity values.
 PP3167
 PP3167;                    North         East     Units Scale Factor Converg.
 PP3167;SPC MN S     -   257,854.775   909,498.384   MT  0.99992324   +0 57 49.4
 PP3167;UTM  15      - 4,917,747.564   529,851.467   MT  0.99961096   +0 15 44.6
 PP3167
 PP3167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3167!SPC MN S     -   0.99995091  x   0.99992324  =   0.99987415
 PP3167!UTM  15      -   0.99995091  x   0.99961096  =   0.99956189
 PP3167
 PP3167:                Primary Azimuth Mark                     Grid Az
 PP3167:SPC MN S     -  GOODHUE MUNICIPAL TANK                   192 18 21.7
 PP3167:UTM  15      -  GOODHUE MUNICIPAL TANK                   193 00 26.5
 PP3167
 PP3167|---------------------------------------------------------------------|
 PP3167| PID    Reference Object                     Distance      Geod. Az  |
 PP3167|                                                           dddmmss.s |
 PP3167| PP2334 GOODHUE MUNICIPAL TANK              APPROX. 1.5 KM 1931611.1 |
 PP3167|---------------------------------------------------------------------|
 PP3167
 PP3167                          SUPERSEDED SURVEY CONTROL
 PP3167
 PP3167  NAD 83(1996)-  44 24 44.64271(N)    092 37 30.21467(W) AD(       ) 2
 PP3167  NAD 83(1986)-  44 24 44.64275(N)    092 37 30.21584(W) AD(       ) 2
 PP3167  NGVD 29 (09/11/89)  343.05   (m)         1125.5    (f) LEVELING    3  
 PP3167
 PP3167.Superseded values are not recommended for survey control.
 PP3167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3167.See file dsdata.txt to determine how the superseded data were derived.
 PP3167
 PP3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2985117748(NAD 83)
 PP3167_MARKER: DV = VERTICAL CONTROL DISK
 PP3167_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3167_SP_SET: ALUMINUM ALLOY ROD
 PP3167_STAMPING: 2510 R 1982
 PP3167_MARK LOGO: MNDT  
 PP3167_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 PP3167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3167
 PP3167  HISTORY     - Date     Condition        Report By
 PP3167  HISTORY     - 1982     MONUMENTED       MNDT
 PP3167  HISTORY     - 1982     GOOD             MNDT
 PP3167  HISTORY     - 1984     GOOD             MNDT
 PP3167
 PP3167                          STATION DESCRIPTION
 PP3167
 PP3167'DESCRIBED BY MN DEPT OF TRANSP 1982 (OCO)
 PP3167'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE TOWN OF GOODHUE, IN
 PP3167'THE NW 1/4 OF SECTION 21, T111N, R15W, ON THE SOUTH RIGHT-OF-WAY OF AN
 PP3167'EAST - WEST GRAVEL ROAD.
 PP3167'
 PP3167'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY
 PP3167'ROAD 9 IN GOODHUE, GO NORTH ON TRUNK HIGHWAY 58 FOR 1.0 MILE TO A
 PP3167'GRAVEL CROSSROAD, TURN LEFT AND GO WEST ON THE GRAVEL ROAD FOR 0.2
 PP3167'MILE TO THE STATION ON THE LEFT.
 PP3167'
 PP3167'THE STATION MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3167'STAMPED---2510 R 1982---, IS SET ON THE TOP OF A 14 FOOT LONG DRIVEN
 PP3167'ALUMINUM ALLOY ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 PP3167'MARK IS 33 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER OF THE GRAVEL
 PP3167'ROAD, 64 FEET SOUTH OF A POWER POLE, 46 FEET EAST OF THE CENTER OF AN
 PP3167'ABANDONED RAILROAD (NOW A FIELD ENTRANCE), 63.5 FEET SOUTH-SOUTHWEST
 PP3167'OF A TELEPHONE CABLE MARKER POST, 4 FEET EAST-NORTHEAST OF A WOOD
 PP3167'POST, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.
 PP3167'
 PP3167'A STEEL ROD BURIED ADJACENT TO THE MONUMENT MAKES THE MARK MAGNETIC.
 PP3167'
 PP3167'THIS STATION IS AN AZIMUTH MARK FOR STATION DANKERS MNDT.
 PP3167
 PP3167                          STATION RECOVERY (1982)
 PP3167
 PP3167'RECOVERY NOTE BY MN DEPT OF TRANSP 1982
 PP3167'1.0 MI NORTH FROM GOODHUE.
 PP3167'THE MARK IS LOCATED 1.0 MILE NORTH ALONG TRUNK HIGHWAY 58 FROM ITS
 PP3167'JUNCTION WITH COUNTY ROAD 9 IN GOODHUE THENCE 0.15 MILE WEST ALONG A
 PP3167'GRAVEL ROAD AND IN THE NORTHWEST 1/4 OF SECTION 21, T111N, R15W.  THE
 PP3167'MARK IS 33 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER OF THE
 PP3167'GRAVEL ROAD, 64 FEET SOUTH OF A POWER POLE, 46 FEET EAST OF THE
 PP3167'CENTER OF AN ABANDONED RAILROAD (NOW A FIELD ENTRANCE), 63.5 FEET
 PP3167'SOUTH-SOUTHWEST OF A TELEPHONE CABLE MARKER POST, 4.0 FEET
 PP3167'EAST-NORTHEAST OF A WOOD POST AND 1.0 FOOT WEST OF A STEEL WITNESS
 PP3167'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3167'STAMPED---2510 R 1982---, IS FASTENED TO THE TOP OF A DRIVEN 3/4 INCH
 PP3167'DIAMETER BY 14 FOOT LONG ALUMINUM ALLOY ROD AND FLUSH WITH THE
 PP3167'GROUND.  THE MARK IS MAGNETIC.
 PP3167
 PP3167                          STATION RECOVERY (1984)
 PP3167
 PP3167'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 PP3167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3331 ***********************************************************************
 PP3331  DESIGNATION -  2510 S
 PP3331  PID         -  PP3331
 PP3331  STATE/COUNTY-  MN/GOODHUE
 PP3331  USGS QUAD   -  GOODHUE EAST (1968)
 PP3331
 PP3331                         *CURRENT SURVEY CONTROL
 PP3331  ___________________________________________________________________
 PP3331* NAD 83(1986)-  44 25 10.     (N)    092 37 19.     (W)     SCALED    
 PP3331* NAVD 88     -       345.154  (meters)    1132.39   (feet)  ADJUSTED  
 PP3331  ___________________________________________________________________
 PP3331  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 PP3331  DYNAMIC HT  -         345.095 (meters)    1132.20  (feet)  COMP
 PP3331  MODELED GRAV-     980,437.2   (mgal)                       NAVD 88
 PP3331
 PP3331  VERT ORDER  -  SECOND    CLASS I
 PP3331
 PP3331.The horizontal coordinates were scaled from a topographic map and have
 PP3331.an estimated accuracy of +/- 6 seconds.
 PP3331
 PP3331.The orthometric height was determined by differential leveling
 PP3331.and adjusted by the National Geodetic Survey in June 1995..
 PP3331
 PP3331.The geoid height was determined by GEOID03.
 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     -   258,640.      909,730.      MT  (+/- 180 meters Scaled)
 PP3331
 PP3331                          SUPERSEDED SURVEY CONTROL
 PP3331
 PP3331.No superseded survey control is available for this station.
 PP3331
 PP3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK300185(NAD 83)
 PP3331_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3331
 PP3331  HISTORY     - Date     Condition        Report By
 PP3331  HISTORY     - 1984     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3332 ***********************************************************************
 PP3332  DESIGNATION -  2510 T
 PP3332  PID         -  PP3332
 PP3332  STATE/COUNTY-  MN/GOODHUE
 PP3332  USGS QUAD   -  GOODHUE EAST (1968)
 PP3332
 PP3332                         *CURRENT SURVEY CONTROL
 PP3332  ___________________________________________________________________
 PP3332* NAD 83(1986)-  44 25 46.     (N)    092 37 17.     (W)     SCALED    
 PP3332* NAVD 88     -       343.861  (meters)    1128.15   (feet)  ADJUSTED  
 PP3332  ___________________________________________________________________
 PP3332  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 PP3332  DYNAMIC HT  -         343.803 (meters)    1127.96  (feet)  COMP
 PP3332  MODELED GRAV-     980,438.2   (mgal)                       NAVD 88
 PP3332
 PP3332  VERT ORDER  -  SECOND    CLASS I
 PP3332
 PP3332.The horizontal coordinates were scaled from a topographic map and have
 PP3332.an estimated accuracy of +/- 6 seconds.
 PP3332
 PP3332.The orthometric height was determined by differential leveling
 PP3332.and adjusted by the National Geodetic Survey in June 1995..
 PP3332
 PP3332.The geoid height was determined by GEOID03.
 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     -   259,750.      909,760.      MT  (+/- 180 meters Scaled)
 PP3332
 PP3332                          SUPERSEDED SURVEY CONTROL
 PP3332
 PP3332.No superseded survey control is available for this station.
 PP3332
 PP3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK301196(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3333 ***********************************************************************
 PP3333  DESIGNATION -  2510 U
 PP3333  PID         -  PP3333
 PP3333  STATE/COUNTY-  MN/GOODHUE
 PP3333  USGS QUAD   -  GOODHUE EAST (1968)
 PP3333
 PP3333                         *CURRENT SURVEY CONTROL
 PP3333  ___________________________________________________________________
 PP3333* NAD 83(1986)-  44 26 13.     (N)    092 36 40.     (W)     SCALED    
 PP3333* NAVD 88     -       345.678  (meters)    1134.11   (feet)  ADJUSTED  
 PP3333  ___________________________________________________________________
 PP3333  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 PP3333  DYNAMIC HT  -         345.620 (meters)    1133.92  (feet)  COMP
 PP3333  MODELED GRAV-     980,439.8   (mgal)                       NAVD 88
 PP3333
 PP3333  VERT ORDER  -  SECOND    CLASS I
 PP3333
 PP3333.The horizontal coordinates were scaled from a topographic map and have
 PP3333.an estimated accuracy of +/- 6 seconds.
 PP3333
 PP3333.The orthometric height was determined by differential leveling
 PP3333.and adjusted by the National Geodetic Survey in June 1995..
 PP3333
 PP3333.The geoid height was determined by GEOID03.
 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     -   260,600.      910,560.      MT  (+/- 180 meters Scaled)
 PP3333
 PP3333                          SUPERSEDED SURVEY CONTROL
 PP3333
 PP3333.No superseded survey control is available for this station.
 PP3333
 PP3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK309204(NAD 83)
 PP3333_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3333
 PP3333  HISTORY     - Date     Condition        Report By
 PP3333  HISTORY     - 1984     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3334 ***********************************************************************
 PP3334  DESIGNATION -  2510 V
 PP3334  PID         -  PP3334
 PP3334  STATE/COUNTY-  MN/GOODHUE
 PP3334  USGS QUAD   -  GOODHUE EAST (1968)
 PP3334
 PP3334                         *CURRENT SURVEY CONTROL
 PP3334  ___________________________________________________________________
 PP3334* NAD 83(1986)-  44 26 29.     (N)    092 36 09.     (W)     SCALED    
 PP3334* NAVD 88     -       354.543  (meters)    1163.20   (feet)  ADJUSTED  
 PP3334  ___________________________________________________________________
 PP3334  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 PP3334  DYNAMIC HT  -         354.484 (meters)    1163.00  (feet)  COMP
 PP3334  MODELED GRAV-     980,440.9   (mgal)                       NAVD 88
 PP3334
 PP3334  VERT ORDER  -  SECOND    CLASS I
 PP3334
 PP3334.The horizontal coordinates were scaled from a topographic map and have
 PP3334.an estimated accuracy of +/- 6 seconds.
 PP3334
 PP3334.The orthometric height was determined by differential leveling
 PP3334.and adjusted by the National Geodetic Survey in June 1995..
 PP3334
 PP3334.The geoid height was determined by GEOID03.
 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     -   261,110.      911,240.      MT  (+/- 180 meters Scaled)
 PP3334
 PP3334                          SUPERSEDED SURVEY CONTROL
 PP3334
 PP3334.No superseded survey control is available for this station.
 PP3334
 PP3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK316209(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3335 ***********************************************************************
 PP3335  DESIGNATION -  2510 W
 PP3335  PID         -  PP3335
 PP3335  STATE/COUNTY-  MN/GOODHUE
 PP3335  USGS QUAD   -  GOODHUE EAST (1968)
 PP3335
 PP3335                         *CURRENT SURVEY CONTROL
 PP3335  ___________________________________________________________________
 PP3335* NAD 83(1986)-  44 26 49.     (N)    092 35 42.     (W)     SCALED    
 PP3335* NAVD 88     -       345.033  (meters)    1132.00   (feet)  ADJUSTED  
 PP3335  ___________________________________________________________________
 PP3335  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 PP3335  DYNAMIC HT  -         344.976 (meters)    1131.81  (feet)  COMP
 PP3335  MODELED GRAV-     980,442.2   (mgal)                       NAVD 88
 PP3335
 PP3335  VERT ORDER  -  SECOND    CLASS I
 PP3335
 PP3335.The horizontal coordinates were scaled from a topographic map and have
 PP3335.an estimated accuracy of +/- 6 seconds.
 PP3335
 PP3335.The orthometric height was determined by differential leveling
 PP3335.and adjusted by the National Geodetic Survey in June 1995..
 PP3335
 PP3335.The geoid height was determined by GEOID03.
 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     -   261,730.      911,830.      MT  (+/- 180 meters Scaled)
 PP3335
 PP3335                          SUPERSEDED SURVEY CONTROL
 PP3335
 PP3335.No superseded survey control is available for this station.
 PP3335
 PP3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK322215(NAD 83)
 PP3335_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3335
 PP3335  HISTORY     - Date     Condition        Report By
 PP3335  HISTORY     - 1984     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3336 ***********************************************************************
 PP3336  DESIGNATION -  2510 X
 PP3336  PID         -  PP3336
 PP3336  STATE/COUNTY-  MN/GOODHUE
 PP3336  USGS QUAD   -  GOODHUE EAST (1968)
 PP3336
 PP3336                         *CURRENT SURVEY CONTROL
 PP3336  ___________________________________________________________________
 PP3336* NAD 83(1986)-  44 27 09.     (N)    092 35 12.     (W)     SCALED    
 PP3336* NAVD 88     -       327.418  (meters)    1074.20   (feet)  ADJUSTED  
 PP3336  ___________________________________________________________________
 PP3336  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 PP3336  DYNAMIC HT  -         327.364 (meters)    1074.03  (feet)  COMP
 PP3336  MODELED GRAV-     980,443.6   (mgal)                       NAVD 88
 PP3336
 PP3336  VERT ORDER  -  SECOND    CLASS I
 PP3336
 PP3336.The horizontal coordinates were scaled from a topographic map and have
 PP3336.an estimated accuracy of +/- 6 seconds.
 PP3336
 PP3336.The orthometric height was determined by differential leveling
 PP3336.and adjusted by the National Geodetic Survey in June 1995..
 PP3336
 PP3336.The geoid height was determined by GEOID03.
 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     -   262,360.      912,480.      MT  (+/- 180 meters Scaled)
 PP3336
 PP3336                          SUPERSEDED SURVEY CONTROL
 PP3336
 PP3336.No superseded survey control is available for this station.
 PP3336
 PP3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK328222(NAD 83)
 PP3336_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3336
 PP3336  HISTORY     - Date     Condition        Report By
 PP3336  HISTORY     - 1984     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3337 ***********************************************************************
 PP3337  DESIGNATION -  2510 Y
 PP3337  PID         -  PP3337
 PP3337  STATE/COUNTY-  MN/GOODHUE
 PP3337  USGS QUAD   -  GOODHUE EAST (1968)
 PP3337
 PP3337                         *CURRENT SURVEY CONTROL
 PP3337  ___________________________________________________________________
 PP3337* NAD 83(1986)-  44 27 22.     (N)    092 34 45.     (W)     SCALED    
 PP3337* NAVD 88     -       317.467  (meters)    1041.56   (feet)  ADJUSTED  
 PP3337  ___________________________________________________________________
 PP3337  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 PP3337  DYNAMIC HT  -         317.415 (meters)    1041.39  (feet)  COMP
 PP3337  MODELED GRAV-     980,444.6   (mgal)                       NAVD 88
 PP3337
 PP3337  VERT ORDER  -  SECOND    CLASS I
 PP3337
 PP3337.The horizontal coordinates were scaled from a topographic map and have
 PP3337.an estimated accuracy of +/- 6 seconds.
 PP3337
 PP3337.The orthometric height was determined by differential leveling
 PP3337.and adjusted by the National Geodetic Survey in June 1995..
 PP3337
 PP3337.The geoid height was determined by GEOID03.
 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     -   262,770.      913,070.      MT  (+/- 180 meters Scaled)
 PP3337
 PP3337                          SUPERSEDED SURVEY CONTROL
 PP3337
 PP3337.No superseded survey control is available for this station.
 PP3337
 PP3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK334226(NAD 83)
 PP3337_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3337
 PP3337  HISTORY     - Date     Condition        Report By
 PP3337  HISTORY     - 1984     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1663 ***********************************************************************
 PP1663  DESIGNATION -  2511 2
 PP1663  PID         -  PP1663
 PP1663  STATE/COUNTY-  MN/GOODHUE
 PP1663  USGS QUAD   -  NERSTRAND (1960)
 PP1663
 PP1663                         *CURRENT SURVEY CONTROL
 PP1663  ___________________________________________________________________
 PP1663* NAD 83(1986)-  44 16 24.     (N)    093 02 26.     (W)     SCALED    
 PP1663* NAVD 88     -       365.900  (meters)    1200.46   (feet)  ADJUSTED  
 PP1663  ___________________________________________________________________
 PP1663  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 PP1663  DYNAMIC HT  -         365.846 (meters)    1200.28  (feet)  COMP
 PP1663  MODELED GRAV-     980,459.1   (mgal)                       NAVD 88
 PP1663
 PP1663  VERT ORDER  -  SECOND    CLASS 0
 PP1663
 PP1663.The horizontal coordinates were scaled from a topographic map and have
 PP1663.an estimated accuracy of +/- 6 seconds.
 PP1663
 PP1663.The orthometric height was determined by differential leveling
 PP1663.and adjusted by the National Geodetic Survey in June 1991..
 PP1663
 PP1663.The geoid height was determined by GEOID03.
 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     -   241,930.      876,590.      MT  (+/- 180 meters Scaled)
 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: 15TVK967022(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1662 ***********************************************************************
 PP1662  DESIGNATION -  2511 2 A
 PP1662  PID         -  PP1662
 PP1662  STATE/COUNTY-  MN/GOODHUE
 PP1662  USGS QUAD   -  NERSTRAND (1960)
 PP1662
 PP1662                         *CURRENT SURVEY CONTROL
 PP1662  ___________________________________________________________________
 PP1662* NAD 83(1986)-  44 16 22.     (N)    093 02 21.     (W)     SCALED    
 PP1662* NAVD 88     -       366.892  (meters)    1203.71   (feet)  ADJUSTED  
 PP1662  ___________________________________________________________________
 PP1662  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 PP1662  DYNAMIC HT  -         366.838 (meters)    1203.53  (feet)  COMP
 PP1662  MODELED GRAV-     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
 PP1662.and adjusted by the National Geodetic Survey in June 1991..
 PP1662
 PP1662.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1661 ***********************************************************************
 PP1661  DESIGNATION -  2511 3
 PP1661  PID         -  PP1661
 PP1661  STATE/COUNTY-  MN/GOODHUE
 PP1661  USGS QUAD   -  NERSTRAND (1960)
 PP1661
 PP1661                         *CURRENT SURVEY CONTROL
 PP1661  ___________________________________________________________________
 PP1661* NAD 83(1986)-  44 16 18.     (N)    093 01 14.     (W)     SCALED    
 PP1661* NAVD 88     -       363.339  (meters)    1192.05   (feet)  ADJUSTED  
 PP1661  ___________________________________________________________________
 PP1661  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 PP1661  DYNAMIC HT  -         363.284 (meters)    1191.87  (feet)  COMP
 PP1661  MODELED GRAV-     980,455.6   (mgal)                       NAVD 88
 PP1661
 PP1661  VERT ORDER  -  SECOND    CLASS 0
 PP1661
 PP1661.The horizontal coordinates were scaled from a topographic map and have
 PP1661.an estimated accuracy of +/- 6 seconds.
 PP1661
 PP1661.The orthometric height was determined by differential leveling
 PP1661.and adjusted by the National Geodetic Survey in June 1991..
 PP1661
 PP1661.The geoid height was determined by GEOID03.
 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     -   241,770.      878,190.      MT  (+/- 180 meters Scaled)
 PP1661
 PP1661                          SUPERSEDED SURVEY CONTROL
 PP1661
 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: 15TVK983020(NAD 83)
 PP1661_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1661+STABILITY: SURFACE MOTION
 PP1661
 PP1661  HISTORY     - Date     Condition        Report By
 PP1661  HISTORY     - 1972     MONUMENTED       MNDT
 PP1661
 PP1661                          STATION DESCRIPTION
 PP1661
 PP1661'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1660 ***********************************************************************
 PP1660  DESIGNATION -  2511 4
 PP1660  PID         -  PP1660
 PP1660  STATE/COUNTY-  MN/GOODHUE
 PP1660  USGS QUAD   -  NERSTRAND (1960)
 PP1660
 PP1660                         *CURRENT SURVEY CONTROL
 PP1660  ___________________________________________________________________
 PP1660* NAD 83(1986)-  44 16 17.     (N)    093 00 40.     (W)     SCALED    
 PP1660* NAVD 88     -       352.499  (meters)    1156.49   (feet)  ADJUSTED  
 PP1660  ___________________________________________________________________
 PP1660  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 PP1660  DYNAMIC HT  -         352.445 (meters)    1156.31  (feet)  COMP
 PP1660  MODELED GRAV-     980,454.0   (mgal)                       NAVD 88
 PP1660
 PP1660  VERT ORDER  -  SECOND    CLASS 0
 PP1660
 PP1660.The horizontal coordinates were scaled from a topographic map and have
 PP1660.an estimated accuracy of +/- 6 seconds.
 PP1660
 PP1660.The orthometric height was determined by differential leveling
 PP1660.and adjusted by the National Geodetic Survey in June 1991..
 PP1660
 PP1660.The geoid height was determined by GEOID03.
 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     -   241,740.      878,950.      MT  (+/- 180 meters Scaled)
 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: 15TVK991020(NAD 83)
 PP1660_MARKER: DD = SURVEY DISK
 PP1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1660_STAMPING: 2511-4 1972
 PP1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1660+STABILITY: SURFACE MOTION
 PP1660
 PP1660  HISTORY     - Date     Condition        Report By
 PP1660  HISTORY     - 1972     MONUMENTED       MNDT
 PP1660
 PP1660                          STATION DESCRIPTION
 PP1660
 PP1660'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1658 ***********************************************************************
 PP1658  DESIGNATION -  2511 AA
 PP1658  PID         -  PP1658
 PP1658  STATE/COUNTY-  MN/GOODHUE
 PP1658  USGS QUAD   -  NERSTRAND (1960)
 PP1658
 PP1658                         *CURRENT SURVEY CONTROL
 PP1658  ___________________________________________________________________
 PP1658* NAD 83(1986)-  44 16 21.     (N)    093 00 02.     (W)     SCALED    
 PP1658* NAVD 88     -       333.419  (meters)    1093.89   (feet)  ADJUSTED  
 PP1658  ___________________________________________________________________
 PP1658  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 PP1658  DYNAMIC HT  -         333.367 (meters)    1093.72  (feet)  COMP
 PP1658  MODELED GRAV-     980,452.3   (mgal)                       NAVD 88
 PP1658
 PP1658  VERT ORDER  -  SECOND    CLASS 0
 PP1658
 PP1658.The horizontal coordinates were scaled from a topographic map and have
 PP1658.an estimated accuracy of +/- 6 seconds.
 PP1658
 PP1658.The orthometric height was determined by differential leveling
 PP1658.and adjusted by the National Geodetic Survey in June 1991..
 PP1658
 PP1658.The geoid height was determined by GEOID03.
 PP1658
 PP1658.The dynamic height is computed by dividing the NAVD 88
 PP1658.geopotential number by the normal gravity value computed on the
 PP1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1658.degrees latitude (g = 980.6199 gals.).
 PP1658
 PP1658.The modeled gravity was interpolated from observed gravity values.
 PP1658
 PP1658;                    North         East    Units  Estimated Accuracy
 PP1658;SPC MN S     -   241,880.      879,790.      MT  (+/- 180 meters Scaled)
 PP1658
 PP1658                          SUPERSEDED SURVEY CONTROL
 PP1658
 PP1658  NGVD 29 (??/??/92)  333.399  (m)         1093.83   (f) ADJ UNCH    2 0
 PP1658
 PP1658.Superseded values are not recommended for survey control.
 PP1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1658.See file dsdata.txt to determine how the superseded data were derived.
 PP1658
 PP1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK999021(NAD 83)
 PP1658_MARKER: DD = SURVEY DISK
 PP1658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1658_SP_SET: BRIDGE
 PP1658_STAMPING: 2511 AA 1972
 PP1658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1658
 PP1658  HISTORY     - Date     Condition        Report By
 PP1658  HISTORY     - 1972     MONUMENTED       MNDT
 PP1658
 PP1658                          STATION DESCRIPTION
 PP1658
 PP1658'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1658'0.8 MI W FROM KENYON.
 PP1658'MARK IS LOCATED 0.8 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP1658'60 AND T.H. 56 IN KENYON, NEAR THE NORTHWEST CORNER OF A SMALL PARK,
 PP1658'ABOUT 200 FEET WEST OF A HIGHWAY SIGN (KENYON POP. 1575), IN THE
 PP1658'SOUTHEAST CORNER (ABUT.) OF BRIDGE NO. 6467 (T.H. 60 OVER A STREAM) AT
 PP1658'MILE POINT 162.4.  SE 1/4 SECTION 5, T 109N, R 18W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0410 ***********************************************************************
 PP0410  DESIGNATION -  2511 AB
 PP0410  PID         -  PP0410
 PP0410  STATE/COUNTY-  MN/GOODHUE
 PP0410  USGS QUAD   -  KENYON (1980)
 PP0410
 PP0410                         *CURRENT SURVEY CONTROL
 PP0410  ___________________________________________________________________
 PP0410* NAD 83(1986)-  44 16 21.     (N)    092 59 54.     (W)     SCALED    
 PP0410* NAVD 88     -       335.956  (meters)    1102.22   (feet)  ADJUSTED  
 PP0410  ___________________________________________________________________
 PP0410  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 PP0410  DYNAMIC HT  -         335.905 (meters)    1102.05  (feet)  COMP
 PP0410  MODELED GRAV-     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
 PP0410.and adjusted by the National Geodetic Survey in June 1991..
 PP0410
 PP0410.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP0409 ***********************************************************************
 PP0409  DESIGNATION -  2511 AC
 PP0409  PID         -  PP0409
 PP0409  STATE/COUNTY-  MN/GOODHUE
 PP0409  USGS QUAD   -  KENYON (1980)
 PP0409
 PP0409                         *CURRENT SURVEY CONTROL
 PP0409  ___________________________________________________________________
 PP0409* NAD 83(1986)-  44 16 25.     (N)    092 59 28.     (W)     SCALED    
 PP0409* NAVD 88     -       348.137  (meters)    1142.18   (feet)  ADJUSTED  
 PP0409  ___________________________________________________________________
 PP0409  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 PP0409  DYNAMIC HT  -         348.084 (meters)    1142.01  (feet)  COMP
 PP0409  MODELED GRAV-     980,455.1   (mgal)                       NAVD 88
 PP0409
 PP0409  VERT ORDER  -  SECOND    CLASS 0
 PP0409
 PP0409.The horizontal coordinates were scaled from a topographic map and have
 PP0409.an estimated accuracy of +/- 6 seconds.
 PP0409
 PP0409.The orthometric height was determined by differential leveling
 PP0409.and adjusted by the National Geodetic Survey in June 1991..
 PP0409
 PP0409.The geoid height was determined by GEOID03.
 PP0409
 PP0409.The dynamic height is computed by dividing the NAVD 88
 PP0409.geopotential number by the normal gravity value computed on the
 PP0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0409.degrees latitude (g = 980.6199 gals.).
 PP0409
 PP0409.The modeled gravity was interpolated from observed gravity values.
 PP0409
 PP0409;                    North         East    Units  Estimated Accuracy
 PP0409;SPC MN S     -   242,010.      880,540.      MT  (+/- 180 meters Scaled)
 PP0409
 PP0409                          SUPERSEDED SURVEY CONTROL
 PP0409
 PP0409  NGVD 29 (??/??/92)  348.116  (m)         1142.11   (f) ADJ UNCH    2 0
 PP0409
 PP0409.Superseded values are not recommended for survey control.
 PP0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0409.See file dsdata.txt to determine how the superseded data were derived.
 PP0409
 PP0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK007022(NAD 83)
 PP0409_MARKER: DD = SURVEY DISK
 PP0409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0409_SP_SET: STEP
 PP0409_STAMPING: 2511 AC 1972
 PP0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0409
 PP0409  HISTORY     - Date     Condition        Report By
 PP0409  HISTORY     - 1972     MONUMENTED       MNDT
 PP0409
 PP0409                          STATION DESCRIPTION
 PP0409
 PP0409'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0409'IN KENYON.
 PP0409'MARK IS LOCATED IN KENYON, 3 BLOCKS WEST AND 1 BLOCK NORTH OF THE
 PP0409'JUNCTION OF T.H. 56 AND T.H. 60 IN KENYON, 300 FEET NORTHWEST OF THE
 PP0409'JUNCTION OF 1ST STREET AND BULLIS STREET, AT THE KENYON MUNICIPAL
 PP0409'SWIMMING POOL, SET IN THE BOTTOM STEP AT THE NORTHWEST CORNER OF THE
 PP0409'POOL, 2.4 FEET EAST OF THE FACE OF A CURB, 31 FEET SOUTHEAST OF THE
 PP0409'SOUTHEAST CORNER OF A WOODEN SHED, 33 FEET SOUTHWEST OF THE NORTHWEST
 PP0409'CORNER OF A CYCLONE FENCE, AND ABOUT 1 FOOT ABOVE THE PARKING LOT. SW
 PP0409'1/4 SECTION 4, T 109N, R 18W.  NOTE-- USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0405 ***********************************************************************
 PP0405  DESIGNATION -  2511 AD 1
 PP0405  PID         -  PP0405
 PP0405  STATE/COUNTY-  MN/GOODHUE
 PP0405  USGS QUAD   -  KENYON (1980)
 PP0405
 PP0405                         *CURRENT SURVEY CONTROL
 PP0405  ___________________________________________________________________
 PP0405* NAD 83(1986)-  44 16 47.     (N)    092 58 47.     (W)     SCALED    
 PP0405* NAVD 88     -       331.073  (meters)    1086.20   (feet)  ADJUSTED  
 PP0405  ___________________________________________________________________
 PP0405  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 PP0405  DYNAMIC HT  -         331.022 (meters)    1086.03  (feet)  COMP
 PP0405  MODELED GRAV-     980,454.0   (mgal)                       NAVD 88
 PP0405
 PP0405  VERT ORDER  -  SECOND    CLASS I
 PP0405
 PP0405.The horizontal coordinates were scaled from a topographic map and have
 PP0405.an estimated accuracy of +/- 6 seconds.
 PP0405
 PP0405.The orthometric height was determined by differential leveling
 PP0405.and adjusted by the National Geodetic Survey in December 1997..
 PP0405
 PP0405.The geoid height was determined by GEOID03.
 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     -   242,700.      881,440.      MT  (+/- 180 meters Scaled)
 PP0405
 PP0405                          SUPERSEDED SURVEY CONTROL
 PP0405
 PP0405  NAVD 88 (06/15/91)  332.639  (m)         1091.33   (f) UNKNOWN     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: 15TWK016029(NAD 83)
 PP0405_MARKER: DD = SURVEY DISK
 PP0405_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0405_SP_SET: BRIDGE
 PP0405_STAMPING: 2511 AD 1 1972
 PP0405_MARK LOGO: MNDT  
 PP0405_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0405
 PP0405  HISTORY     - Date     Condition        Report By
 PP0405  HISTORY     - 1972     MONUMENTED       MNDT
 PP0405  HISTORY     - 1983     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0407 ***********************************************************************
 PP0407  DESIGNATION -  2511 AD 2
 PP0407  PID         -  PP0407
 PP0407  STATE/COUNTY-  MN/GOODHUE
 PP0407  USGS QUAD   -  KENYON (1980)
 PP0407
 PP0407                         *CURRENT SURVEY CONTROL
 PP0407  ___________________________________________________________________
 PP0407* NAD 83(1986)-  44 16 51.     (N)    092 58 46.     (W)     SCALED    
 PP0407* NAVD 88     -       330.534  (meters)    1084.43   (feet)  ADJUSTED  
 PP0407  ___________________________________________________________________
 PP0407  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 PP0407  DYNAMIC HT  -         330.482 (meters)    1084.26  (feet)  COMP
 PP0407  MODELED GRAV-     980,454.0   (mgal)                       NAVD 88
 PP0407
 PP0407  VERT ORDER  -  SECOND    CLASS I
 PP0407
 PP0407.The horizontal coordinates were scaled from a topographic map and have
 PP0407.an estimated accuracy of +/- 6 seconds.
 PP0407
 PP0407.The orthometric height was determined by differential leveling
 PP0407.and adjusted by the National Geodetic Survey in December 1997..
 PP0407
 PP0407.The geoid height was determined by GEOID03.
 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     -   242,820.      881,460.      MT  (+/- 180 meters Scaled)
 PP0407
 PP0407                          SUPERSEDED SURVEY CONTROL
 PP0407
 PP0407  NAVD 88 (06/15/91)  332.106  (m)         1089.58   (f) UNKNOWN     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: 15TWK016030(NAD 83)
 PP0407_MARKER: DD = SURVEY DISK
 PP0407_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP0407_SP_SET: CULVERT
 PP0407_STAMPING: 2511 AD 2 1972
 PP0407_MARK LOGO: MNDT  
 PP0407_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0407
 PP0407  HISTORY     - Date     Condition        Report By
 PP0407  HISTORY     - 1972     MONUMENTED       MNDT
 PP0407  HISTORY     - 1983     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0408 ***********************************************************************
 PP0408  DESIGNATION -  2511 AD 3
 PP0408  PID         -  PP0408
 PP0408  STATE/COUNTY-  MN/GOODHUE
 PP0408  USGS QUAD   -  KENYON (1980)
 PP0408
 PP0408                         *CURRENT SURVEY CONTROL
 PP0408  ___________________________________________________________________
 PP0408* NAD 83(1986)-  44 16 36.     (N)    092 59 01.     (W)     SCALED    
 PP0408* NAVD 88     -       348.853  (meters)    1144.53   (feet)  ADJUSTED  
 PP0408  ___________________________________________________________________
 PP0408  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 PP0408  DYNAMIC HT  -         348.799 (meters)    1144.35  (feet)  COMP
 PP0408  MODELED GRAV-     980,454.3   (mgal)                       NAVD 88
 PP0408
 PP0408  VERT ORDER  -  SECOND    CLASS I
 PP0408
 PP0408.The horizontal coordinates were scaled from a topographic map and have
 PP0408.an estimated accuracy of +/- 6 seconds.
 PP0408
 PP0408.The orthometric height was determined by differential leveling
 PP0408.and adjusted by the National Geodetic Survey in June 1991..
 PP0408
 PP0408.The geoid height was determined by GEOID03.
 PP0408
 PP0408.The dynamic height is computed by dividing the NAVD 88
 PP0408.geopotential number by the normal gravity value computed on the
 PP0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0408.degrees latitude (g = 980.6199 gals.).
 PP0408
 PP0408.The modeled gravity was interpolated from observed gravity values.
 PP0408
 PP0408;                    North         East    Units  Estimated Accuracy
 PP0408;SPC MN S     -   242,360.      881,130.      MT  (+/- 180 meters Scaled)
 PP0408
 PP0408                          SUPERSEDED SURVEY CONTROL
 PP0408
 PP0408  NGVD 29 (??/??/92)  348.831  (m)         1144.46   (f) ADJ UNCH    2 0
 PP0408
 PP0408.Superseded values are not recommended for survey control.
 PP0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0408.See file dsdata.txt to determine how the superseded data were derived.
 PP0408
 PP0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK013026(NAD 83)
 PP0408_MARKER: DD = SURVEY DISK
 PP0408_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PP0408_SP_SET: BRIDGE
 PP0408_STAMPING: 2511 AD 3 1972
 PP0408_MARK LOGO: MNDT  
 PP0408_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0408
 PP0408  HISTORY     - Date     Condition        Report By
 PP0408  HISTORY     - 1972     MONUMENTED       MNDT
 PP0408  HISTORY     - 1983     GOOD             MNDT
 PP0408
 PP0408                          STATION DESCRIPTION
 PP0408
 PP0408'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0408'0.3 MI NE FROM KENYON.
 PP0408'MARK IS LOCATED 0.3 MILES NORTH ALONG T.H.S 56 AND 60 FROM THE
 PP0408'JUNCTION OF T.H. 56 AND T.H. 60 IN KENYON, IN THE SOUTHEAST CORNER OF
 PP0408'BRIDGE NO. 5482, C AND NW RR OVER T.H.S 56 AND 60, 4 FEET HIGHER THAN
 PP0408'THE TRACKS AND IN THE CONCRETE RAILINGS OF THE BRIDGE.  SE 1/4 SECTION
 PP0408'4, T 110N, R 17W.
 PP0408
 PP0408                          STATION RECOVERY (1983)
 PP0408
 PP0408'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP0408'0.3 MILE NORTH ALONG TRUNK HIGHWAY 56 AND 60 FROM THE WEST JUNCTION OF
 PP0408'TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60 IN KENYON, IN THE SE 1/4 OF
 PP0408'SECTION 4, T109N, R18W, IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 5482
 PP0408'(CHICAGO AND NORTHWESTERN RAILROAD OVER TRUNK HIGHWAY 56 AND 60), 4
 PP0408'FEET ABOVE THE LEVEL OF THE TRACKS, AND IN THE CONCRETE RAILING OF THE
 PP0408'BRIDGE.  THE MARK IS A STANDARD MNDT BENCH MARK DISK STAMPED---2511 AD
 PP0408'3 1972---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0403 ***********************************************************************
 PP0403  DESIGNATION -  2511 AD 4
 PP0403  PID         -  PP0403
 PP0403  STATE/COUNTY-  MN/GOODHUE
 PP0403  USGS QUAD   -  KENYON (1980)
 PP0403
 PP0403                         *CURRENT SURVEY CONTROL
 PP0403  ___________________________________________________________________
 PP0403* NAD 83(1986)-  44 16 42.     (N)    092 58 48.     (W)     SCALED    
 PP0403* NAVD 88     -       330.135  (meters)    1083.12   (feet)  ADJUSTED  
 PP0403  ___________________________________________________________________
 PP0403  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 PP0403  DYNAMIC HT  -         330.084 (meters)    1082.95  (feet)  COMP
 PP0403  MODELED GRAV-     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
 PP0403.and adjusted by the National Geodetic Survey in June 1991..
 PP0403
 PP0403.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0403_SP_SET: CULVERT
 PP0403_STAMPING: 2511 AD4 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 = OCTOBER  6, 2006
 PP0402 ***********************************************************************
 PP0402  DESIGNATION -  2511 AE
 PP0402  PID         -  PP0402
 PP0402  STATE/COUNTY-  MN/GOODHUE
 PP0402  USGS QUAD   -  KENYON (1980)
 PP0402
 PP0402                         *CURRENT SURVEY CONTROL
 PP0402  ___________________________________________________________________
 PP0402* NAD 83(1986)-  44 16 41.     (N)    092 58 16.     (W)     SCALED    
 PP0402* NAVD 88     -       345.474  (meters)    1133.44   (feet)  ADJUSTED  
 PP0402  ___________________________________________________________________
 PP0402  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 PP0402  DYNAMIC HT  -         345.420 (meters)    1133.27  (feet)  COMP
 PP0402  MODELED GRAV-     980,452.6   (mgal)                       NAVD 88
 PP0402
 PP0402  VERT ORDER  -  SECOND    CLASS I
 PP0402
 PP0402.The horizontal coordinates were scaled from a topographic map and have
 PP0402.an estimated accuracy of +/- 6 seconds.
 PP0402
 PP0402.The orthometric height was determined by differential leveling
 PP0402.and adjusted by the National Geodetic Survey in December 1997..
 PP0402
 PP0402.The geoid height was determined by GEOID03.
 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     -   242,520.      882,130.      MT  (+/- 180 meters Scaled)
 PP0402
 PP0402                          SUPERSEDED SURVEY CONTROL
 PP0402
 PP0402  NAVD 88 (06/15/91)  345.476  (m)         1133.45   (f) UNKNOWN     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: 15TWK023027(NAD 83)
 PP0402_MARKER: DD = SURVEY DISK
 PP0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0402_STAMPING: 2511 AE 1972
 PP0402_MARK LOGO: MNDT  
 PP0402_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0402+STABILITY: SURFACE MOTION
 PP0402
 PP0402  HISTORY     - Date     Condition        Report By
 PP0402  HISTORY     - 1972     MONUMENTED       MNDT
 PP0402  HISTORY     - 1983     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0401 ***********************************************************************
 PP0401  DESIGNATION -  2511 AF
 PP0401  PID         -  PP0401
 PP0401  STATE/COUNTY-  MN/GOODHUE
 PP0401  USGS QUAD   -  KENYON (1980)
 PP0401
 PP0401                         *CURRENT SURVEY CONTROL
 PP0401  ___________________________________________________________________
 PP0401* NAD 83(1986)-  44 16 40.     (N)    092 57 31.     (W)     SCALED    
 PP0401* NAVD 88     -       346.747  (meters)    1137.62   (feet)  ADJUSTED  
 PP0401  ___________________________________________________________________
 PP0401  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 PP0401  DYNAMIC HT  -         346.692 (meters)    1137.44  (feet)  COMP
 PP0401  MODELED GRAV-     980,450.8   (mgal)                       NAVD 88
 PP0401
 PP0401  VERT ORDER  -  SECOND    CLASS I
 PP0401
 PP0401.The horizontal coordinates were scaled from a topographic map and have
 PP0401.an estimated accuracy of +/- 6 seconds.
 PP0401
 PP0401.The orthometric height was determined by differential leveling
 PP0401.and adjusted by the National Geodetic Survey in June 1991..
 PP0401
 PP0401.The geoid height was determined by GEOID03.
 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     -   242,510.      883,130.      MT  (+/- 180 meters Scaled)
 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: 15TWK033027(NAD 83)
 PP0401_MARKER: DD = SURVEY DISK
 PP0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0401_STAMPING: 2511 AF 1972
 PP0401_MARK LOGO: MNDT  
 PP0401_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0401+STABILITY: SURFACE MOTION
 PP0401
 PP0401  HISTORY     - Date     Condition        Report By
 PP0401  HISTORY     - 1972     MONUMENTED       MNDT
 PP0401  HISTORY     - 1983     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0400 ***********************************************************************
 PP0400  DESIGNATION -  2511 AG
 PP0400  PID         -  PP0400
 PP0400  STATE/COUNTY-  MN/GOODHUE
 PP0400  USGS QUAD   -  KENYON (1980)
 PP0400
 PP0400                         *CURRENT SURVEY CONTROL
 PP0400  ___________________________________________________________________
 PP0400* NAD 83(1986)-  44 16 41.     (N)    092 56 45.     (W)     SCALED    
 PP0400* NAVD 88     -       350.489  (meters)    1149.90   (feet)  ADJUSTED  
 PP0400  ___________________________________________________________________
 PP0400  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 PP0400  DYNAMIC HT  -         350.434 (meters)    1149.72  (feet)  COMP
 PP0400  MODELED GRAV-     980,449.0   (mgal)                       NAVD 88
 PP0400
 PP0400  VERT ORDER  -  SECOND    CLASS 0
 PP0400
 PP0400.The horizontal coordinates were scaled from a topographic map and have
 PP0400.an estimated accuracy of +/- 6 seconds.
 PP0400
 PP0400.The orthometric height was determined by differential leveling
 PP0400.and adjusted by the National Geodetic Survey in June 1991..
 PP0400
 PP0400.The geoid height was determined by GEOID03.
 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     -   242,550.      884,150.      MT  (+/- 180 meters Scaled)
 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: 15TWK043027(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0399 ***********************************************************************
 PP0399  DESIGNATION -  2511 AH
 PP0399  PID         -  PP0399
 PP0399  STATE/COUNTY-  MN/GOODHUE
 PP0399  USGS QUAD   -  KENYON (1980)
 PP0399
 PP0399                         *CURRENT SURVEY CONTROL
 PP0399  ___________________________________________________________________
 PP0399* NAD 83(1986)-  44 16 43.     (N)    092 56 24.     (W)     SCALED    
 PP0399* NAVD 88     -       353.275  (meters)    1159.04   (feet)  ADJUSTED  
 PP0399  ___________________________________________________________________
 PP0399  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 PP0399  DYNAMIC HT  -         353.219 (meters)    1158.85  (feet)  COMP
 PP0399  MODELED GRAV-     980,448.3   (mgal)                       NAVD 88
 PP0399
 PP0399  VERT ORDER  -  SECOND    CLASS 0
 PP0399
 PP0399.The horizontal coordinates were scaled from a topographic map and have
 PP0399.an estimated accuracy of +/- 6 seconds.
 PP0399
 PP0399.The orthometric height was determined by differential leveling
 PP0399.and adjusted by the National Geodetic Survey in June 1991..
 PP0399
 PP0399.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PP0399;SPC MN S     -   242,620.      884,610.      MT  (+/- 180 meters Scaled)
 PP0399
 PP0399                          SUPERSEDED SURVEY CONTROL
 PP0399
 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: 15TWK047028(NAD 83)
 PP0399_MARKER: DD = SURVEY DISK
 PP0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0399_STAMPING: 2511 AH 1972
 PP0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0399+STABILITY: SURFACE MOTION
 PP0399
 PP0399  HISTORY     - Date     Condition        Report By
 PP0399  HISTORY     - 1972     MONUMENTED       MNDT
 PP0399
 PP0399                          STATION DESCRIPTION
 PP0399
 PP0399'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0398 ***********************************************************************
 PP0398  DESIGNATION -  2511 AH 1
 PP0398  PID         -  PP0398
 PP0398  STATE/COUNTY-  MN/GOODHUE
 PP0398  USGS QUAD   -  KENYON (1980)
 PP0398
 PP0398                         *CURRENT SURVEY CONTROL
 PP0398  ___________________________________________________________________
 PP0398* NAD 83(1986)-  44 16 41.     (N)    092 56 01.     (W)     SCALED    
 PP0398* NAVD 88     -       356.815  (meters)    1170.65   (feet)  ADJUSTED  
 PP0398  ___________________________________________________________________
 PP0398  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 PP0398  DYNAMIC HT  -         356.758 (meters)    1170.46  (feet)  COMP
 PP0398  MODELED GRAV-     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
 PP0398.and adjusted by the National Geodetic Survey in June 1991..
 PP0398
 PP0398.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP0398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0398_SP_SET: CULVERT
 PP0398_STAMPING: 2511 AH1 1972
 PP0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0398
 PP0398  HISTORY     - Date     Condition        Report By
 PP0398  HISTORY     - 1972     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0397 ***********************************************************************
 PP0397  DESIGNATION -  2511 AI
 PP0397  PID         -  PP0397
 PP0397  STATE/COUNTY-  MN/GOODHUE
 PP0397  USGS QUAD   -  KENYON (1980)
 PP0397
 PP0397                         *CURRENT SURVEY CONTROL
 PP0397  ___________________________________________________________________
 PP0397* NAD 83(1986)-  44 16 42.     (N)    092 55 29.     (W)     SCALED    
 PP0397* NAVD 88     -       364.255  (meters)    1195.06   (feet)  ADJUSTED  
 PP0397  ___________________________________________________________________
 PP0397  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 PP0397  DYNAMIC HT  -         364.196 (meters)    1194.87  (feet)  COMP
 PP0397  MODELED GRAV-     980,446.2   (mgal)                       NAVD 88
 PP0397
 PP0397  VERT ORDER  -  SECOND    CLASS 0
 PP0397
 PP0397.The horizontal coordinates were scaled from a topographic map and have
 PP0397.an estimated accuracy of +/- 6 seconds.
 PP0397
 PP0397.The orthometric height was determined by differential leveling
 PP0397.and adjusted by the National Geodetic Survey in June 1991..
 PP0397
 PP0397.The geoid height was determined by GEOID03.
 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     -   242,600.      885,830.      MT  (+/- 180 meters Scaled)
 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: 15TWK060027(NAD 83)
 PP0397_MARKER: DD = SURVEY DISK
 PP0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0397_STAMPING: 2511 AI 1972
 PP0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0397+STABILITY: SURFACE MOTION
 PP0397
 PP0397  HISTORY     - Date     Condition        Report By
 PP0397  HISTORY     - 1972     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0396 ***********************************************************************
 PP0396  DESIGNATION -  2511 AJ
 PP0396  PID         -  PP0396
 PP0396  STATE/COUNTY-  MN/GOODHUE
 PP0396  USGS QUAD   -  KENYON (1980)
 PP0396
 PP0396                         *CURRENT SURVEY CONTROL
 PP0396  ___________________________________________________________________
 PP0396* NAD 83(1986)-  44 16 57.     (N)    092 55 10.     (W)     SCALED    
 PP0396* NAVD 88     -       356.309  (meters)    1168.99   (feet)  ADJUSTED  
 PP0396  ___________________________________________________________________
 PP0396  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 PP0396  DYNAMIC HT  -         356.251 (meters)    1168.80  (feet)  COMP
 PP0396  MODELED GRAV-     980,445.9   (mgal)                       NAVD 88
 PP0396
 PP0396  VERT ORDER  -  SECOND    CLASS 0
 PP0396
 PP0396.The horizontal coordinates were scaled from a topographic map and have
 PP0396.an estimated accuracy of +/- 6 seconds.
 PP0396
 PP0396.The orthometric height was determined by differential leveling
 PP0396.and adjusted by the National Geodetic Survey in June 1991..
 PP0396
 PP0396.The geoid height was determined by GEOID03.
 PP0396
 PP0396.The dynamic height is computed by dividing the NAVD 88
 PP0396.geopotential number by the normal gravity value computed on the
 PP0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0396.degrees latitude (g = 980.6199 gals.).
 PP0396
 PP0396.The modeled gravity was interpolated from observed gravity values.
 PP0396
 PP0396;                    North         East    Units  Estimated Accuracy
 PP0396;SPC MN S     -   243,070.      886,250.      MT  (+/- 180 meters Scaled)
 PP0396
 PP0396                          SUPERSEDED SURVEY CONTROL
 PP0396
 PP0396  NGVD 29 (??/??/92)  356.279  (m)         1168.89   (f) ADJ UNCH    2 0
 PP0396
 PP0396.Superseded values are not recommended for survey control.
 PP0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0396.See file dsdata.txt to determine how the superseded data were derived.
 PP0396
 PP0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK064032(NAD 83)
 PP0396_MARKER: DD = SURVEY DISK
 PP0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0396_STAMPING: 2511 AJ 1972
 PP0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0396+STABILITY: SURFACE MOTION
 PP0396
 PP0396  HISTORY     - Date     Condition        Report By
 PP0396  HISTORY     - 1972     MONUMENTED       MNDT
 PP0396
 PP0396                          STATION DESCRIPTION
 PP0396
 PP0396'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0396'3.2 MI E FROM KENYON.
 PP0396'MARK IS LOCATED 3.15 MILES EAST ALONG T.H. 60 FROM THE EAST JUNCTION
 PP0396'OF T.H. 60 AND T.H. 56 IN KENYON, 1.4 MILES WEST OF BOMBAY, ABOUT 275
 PP0396'FEET NORTH OF T.H. 60 AT MILE POINT 167.25, 30 FEET EAST OF A
 PP0396'NORTH-SOUTH TOWNSHIP ROAD, 31 FEET NORTH OF A POWER POLE, 61 FEET EAST
 PP0396'OF A NORTH-SOUTH FENCE LINE, IN THE TOP OF A 6 FOOT PRECAST CONCRETE
 PP0396'MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 6, T 109N, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0395 ***********************************************************************
 PP0395  DESIGNATION -  2511 AK
 PP0395  PID         -  PP0395
 PP0395  STATE/COUNTY-  MN/GOODHUE
 PP0395  USGS QUAD   -  KENYON (1980)
 PP0395
 PP0395                         *CURRENT SURVEY CONTROL
 PP0395  ___________________________________________________________________
 PP0395* NAD 83(1986)-  44 17 00.     (N)    092 54 22.     (W)     SCALED    
 PP0395* NAVD 88     -       359.669  (meters)    1180.01   (feet)  ADJUSTED  
 PP0395  ___________________________________________________________________
 PP0395  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 PP0395  DYNAMIC HT  -         359.610 (meters)    1179.82  (feet)  COMP
 PP0395  MODELED GRAV-     980,444.3   (mgal)                       NAVD 88
 PP0395
 PP0395  VERT ORDER  -  SECOND    CLASS 0
 PP0395
 PP0395.The horizontal coordinates were scaled from a topographic map and have
 PP0395.an estimated accuracy of +/- 6 seconds.
 PP0395
 PP0395.The orthometric height was determined by differential leveling
 PP0395.and adjusted by the National Geodetic Survey in June 1991..
 PP0395
 PP0395.The geoid height was determined by GEOID03.
 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     -   243,180.      887,310.      MT  (+/- 180 meters Scaled)
 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: 15TWK074033(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0394 ***********************************************************************
 PP0394  DESIGNATION -  2511 AL
 PP0394  PID         -  PP0394
 PP0394  STATE/COUNTY-  MN/GOODHUE
 PP0394  USGS QUAD   -  KENYON (1980)
 PP0394
 PP0394                         *CURRENT SURVEY CONTROL
 PP0394  ___________________________________________________________________
 PP0394* NAD 83(1986)-  44 17 01.     (N)    092 54 09.     (W)     SCALED    
 PP0394* NAVD 88     -       362.995  (meters)    1190.93   (feet)  ADJUSTED  
 PP0394  ___________________________________________________________________
 PP0394  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 PP0394  DYNAMIC HT  -         362.936 (meters)    1190.73  (feet)  COMP
 PP0394  MODELED GRAV-     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
 PP0394.and adjusted by the National Geodetic Survey in June 1991..
 PP0394
 PP0394.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP0393 ***********************************************************************
 PP0393  DESIGNATION -  2511 AM
 PP0393  PID         -  PP0393
 PP0393  STATE/COUNTY-  MN/GOODHUE
 PP0393  USGS QUAD   -  KENYON (1980)
 PP0393
 PP0393                         *CURRENT SURVEY CONTROL
 PP0393  ___________________________________________________________________
 PP0393* NAD 83(1986)-  44 17 04.     (N)    092 53 30.     (W)     SCALED    
 PP0393* NAVD 88     -       358.087  (meters)    1174.82   (feet)  ADJUSTED  
 PP0393  ___________________________________________________________________
 PP0393  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 PP0393  DYNAMIC HT  -         358.028 (meters)    1174.63  (feet)  COMP
 PP0393  MODELED GRAV-     980,442.6   (mgal)                       NAVD 88
 PP0393
 PP0393  VERT ORDER  -  SECOND    CLASS 0
 PP0393
 PP0393.The horizontal coordinates were scaled from a topographic map and have
 PP0393.an estimated accuracy of +/- 6 seconds.
 PP0393
 PP0393.The orthometric height was determined by differential leveling
 PP0393.and adjusted by the National Geodetic Survey in June 1991..
 PP0393
 PP0393.The geoid height was determined by GEOID03.
 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     -   243,320.      888,460.      MT  (+/- 180 meters Scaled)
 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: 15TWK086034(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0392 ***********************************************************************
 PP0392  DESIGNATION -  2511 AN
 PP0392  PID         -  PP0392
 PP0392  STATE/COUNTY-  MN/GOODHUE
 PP0392  USGS QUAD   -  KENYON (1980)
 PP0392
 PP0392                         *CURRENT SURVEY CONTROL
 PP0392  ___________________________________________________________________
 PP0392* NAD 83(1986)-  44 16 59.     (N)    092 52 53.     (W)     SCALED    
 PP0392* NAVD 88     -       347.372  (meters)    1139.67   (feet)  ADJUSTED  
 PP0392  ___________________________________________________________________
 PP0392  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 PP0392  DYNAMIC HT  -         347.314 (meters)    1139.48  (feet)  COMP
 PP0392  MODELED GRAV-     980,441.3   (mgal)                       NAVD 88
 PP0392
 PP0392  VERT ORDER  -  SECOND    CLASS 0
 PP0392
 PP0392.The horizontal coordinates were scaled from a topographic map and have
 PP0392.an estimated accuracy of +/- 6 seconds.
 PP0392
 PP0392.The orthometric height was determined by differential leveling
 PP0392.and adjusted by the National Geodetic Survey in June 1991..
 PP0392
 PP0392.The geoid height was determined by GEOID03.
 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     -   243,170.      889,280.      MT  (+/- 180 meters Scaled)
 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: 15TWK094033(NAD 83)
 PP0392_MARKER: DD = SURVEY DISK
 PP0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0392_STAMPING: 2511 AN 1972
 PP0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0392+STABILITY: SURFACE MOTION
 PP0392
 PP0392  HISTORY     - Date     Condition        Report By
 PP0392  HISTORY     - 1972     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0389 ***********************************************************************
 PP0389  DESIGNATION -  2511 AO
 PP0389  PID         -  PP0389
 PP0389  STATE/COUNTY-  MN/GOODHUE
 PP0389  USGS QUAD   -  WANAMINGO (1980)
 PP0389
 PP0389                         *CURRENT SURVEY CONTROL
 PP0389  ___________________________________________________________________
 PP0389* NAD 83(1986)-  44 16 58.     (N)    092 52 16.     (W)     SCALED    
 PP0389* NAVD 88     -       345.388  (meters)    1133.16   (feet)  ADJUSTED  
 PP0389  ___________________________________________________________________
 PP0389  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 PP0389  DYNAMIC HT  -         345.330 (meters)    1132.97  (feet)  COMP
 PP0389  MODELED GRAV-     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
 PP0389.and adjusted by the National Geodetic Survey in June 1991..
 PP0389
 PP0389.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0389_STAMPING: 2511 AO 1972
 PP0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0389+STABILITY: SURFACE MOTION
 PP0389
 PP0389  HISTORY     - Date     Condition        Report By
 PP0389  HISTORY     - 1972     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0390 ***********************************************************************
 PP0390  DESIGNATION -  2511 AO 1
 PP0390  PID         -  PP0390
 PP0390  STATE/COUNTY-  MN/GOODHUE
 PP0390  USGS QUAD   -  WANAMINGO (1980)
 PP0390
 PP0390                         *CURRENT SURVEY CONTROL
 PP0390  ___________________________________________________________________
 PP0390* NAD 83(1986)-  44 17 11.     (N)    092 52 16.     (W)     SCALED    
 PP0390* NAVD 88     -       343.306  (meters)    1126.33   (feet)  ADJUSTED  
 PP0390  ___________________________________________________________________
 PP0390  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 PP0390  DYNAMIC HT  -         343.249 (meters)    1126.14  (feet)  COMP
 PP0390  MODELED GRAV-     980,440.4   (mgal)                       NAVD 88
 PP0390
 PP0390  VERT ORDER  -  SECOND    CLASS 0
 PP0390
 PP0390.The horizontal coordinates were scaled from a topographic map and have
 PP0390.an estimated accuracy of +/- 6 seconds.
 PP0390
 PP0390.The orthometric height was determined by differential leveling
 PP0390.and adjusted by the National Geodetic Survey in June 1991..
 PP0390
 PP0390.The geoid height was determined by GEOID03.
 PP0390
 PP0390.The dynamic height is computed by dividing the NAVD 88
 PP0390.geopotential number by the normal gravity value computed on the
 PP0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0390.degrees latitude (g = 980.6199 gals.).
 PP0390
 PP0390.The modeled gravity was interpolated from observed gravity values.
 PP0390
 PP0390;                    North         East    Units  Estimated Accuracy
 PP0390;SPC MN S     -   243,550.      890,100.      MT  (+/- 180 meters Scaled)
 PP0390
 PP0390                          SUPERSEDED SURVEY CONTROL
 PP0390
 PP0390  NGVD 29 (??/??/92)  343.273  (m)         1126.22   (f) ADJ UNCH    2 0
 PP0390
 PP0390.Superseded values are not recommended for survey control.
 PP0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0390.See file dsdata.txt to determine how the superseded data were derived.
 PP0390
 PP0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK102036(NAD 83)
 PP0390_MARKER: DD = SURVEY DISK
 PP0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0390_SP_SET: CULVERT
 PP0390_STAMPING: 2511 AO1 1972
 PP0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0390
 PP0390  HISTORY     - Date     Condition        Report By
 PP0390  HISTORY     - 1972     MONUMENTED       MNDT
 PP0390
 PP0390                          STATION DESCRIPTION
 PP0390
 PP0390'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0390'4.4 MI W FROM WANAMINGO.
 PP0390'MARK IS LOCATED 4.4 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP0390'60 AND T.H. 57 IN WANAMINGO, THENCE 0.2 MILES NORTH ALONG COUNTY ROAD
 PP0390'1, IN THE SOUTHEAST CORNER OF A TRIPLE BOX CULVERT UNDER COUNTY ROAD
 PP0390'1.  SW 1/4 SECTION 33, T 110N, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0388 ***********************************************************************
 PP0388  DESIGNATION -  2511 AP
 PP0388  PID         -  PP0388
 PP0388  STATE/COUNTY-  MN/GOODHUE
 PP0388  USGS QUAD   -  WANAMINGO (1980)
 PP0388
 PP0388                         *CURRENT SURVEY CONTROL
 PP0388  ___________________________________________________________________
 PP0388* NAD 83(1986)-  44 17 01.     (N)    092 51 53.     (W)     SCALED    
 PP0388* NAVD 88     -       346.572  (meters)    1137.05   (feet)  ADJUSTED  
 PP0388  ___________________________________________________________________
 PP0388  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 PP0388  DYNAMIC HT  -         346.513 (meters)    1136.85  (feet)  COMP
 PP0388  MODELED GRAV-     980,439.5   (mgal)                       NAVD 88
 PP0388
 PP0388  VERT ORDER  -  SECOND    CLASS 0
 PP0388
 PP0388.The horizontal coordinates were scaled from a topographic map and have
 PP0388.an estimated accuracy of +/- 6 seconds.
 PP0388
 PP0388.The orthometric height was determined by differential leveling
 PP0388.and adjusted by the National Geodetic Survey in June 1991..
 PP0388
 PP0388.The geoid height was determined by GEOID03.
 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     -   243,250.      890,610.      MT  (+/- 180 meters Scaled)
 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: 15TWK107033(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0387 ***********************************************************************
 PP0387  DESIGNATION -  2511 AQ
 PP0387  PID         -  PP0387
 PP0387  STATE/COUNTY-  MN/GOODHUE
 PP0387  USGS QUAD   -  WANAMINGO (1980)
 PP0387
 PP0387                         *CURRENT SURVEY CONTROL
 PP0387  ___________________________________________________________________
 PP0387* NAD 83(1986)-  44 17 01.     (N)    092 51 26.     (W)     SCALED    
 PP0387* NAVD 88     -       345.231  (meters)    1132.65   (feet)  ADJUSTED  
 PP0387  ___________________________________________________________________
 PP0387  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 PP0387  DYNAMIC HT  -         345.172 (meters)    1132.45  (feet)  COMP
 PP0387  MODELED GRAV-     980,438.7   (mgal)                       NAVD 88
 PP0387
 PP0387  VERT ORDER  -  SECOND    CLASS 0
 PP0387
 PP0387.The horizontal coordinates were scaled from a topographic map and have
 PP0387.an estimated accuracy of +/- 6 seconds.
 PP0387
 PP0387.The orthometric height was determined by differential leveling
 PP0387.and adjusted by the National Geodetic Survey in June 1991..
 PP0387
 PP0387.The geoid height was determined by GEOID03.
 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     -   243,260.      891,210.      MT  (+/- 180 meters Scaled)
 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: 15TWK113033(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0386 ***********************************************************************
 PP0386  DESIGNATION -  2511 AR
 PP0386  PID         -  PP0386
 PP0386  STATE/COUNTY-  MN/GOODHUE
 PP0386  USGS QUAD   -  WANAMINGO (1980)
 PP0386
 PP0386                         *CURRENT SURVEY CONTROL
 PP0386  ___________________________________________________________________
 PP0386* NAD 83(1986)-  44 17 17.     (N)    092 51 04.     (W)     SCALED    
 PP0386* NAVD 88     -       352.169  (meters)    1155.41   (feet)  ADJUSTED  
 PP0386  ___________________________________________________________________
 PP0386  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 PP0386  DYNAMIC HT  -         352.109 (meters)    1155.21  (feet)  COMP
 PP0386  MODELED GRAV-     980,438.6   (mgal)                       NAVD 88
 PP0386
 PP0386  VERT ORDER  -  SECOND    CLASS 0
 PP0386
 PP0386.The horizontal coordinates were scaled from a topographic map and have
 PP0386.an estimated accuracy of +/- 6 seconds.
 PP0386
 PP0386.The orthometric height was determined by differential leveling
 PP0386.and adjusted by the National Geodetic Survey in June 1991..
 PP0386
 PP0386.The geoid height was determined by GEOID03.
 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     -   243,760.      891,690.      MT  (+/- 180 meters Scaled)
 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: 15TWK118038(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0385 ***********************************************************************
 PP0385  DESIGNATION -  2511 AS
 PP0385  PID         -  PP0385
 PP0385  STATE/COUNTY-  MN/GOODHUE
 PP0385  USGS QUAD   -  WANAMINGO (1980)
 PP0385
 PP0385                         *CURRENT SURVEY CONTROL
 PP0385  ___________________________________________________________________
 PP0385* NAD 83(1986)-  44 17 28.     (N)    092 50 32.     (W)     SCALED    
 PP0385* NAVD 88     -       358.332  (meters)    1175.63   (feet)  ADJUSTED  
 PP0385  ___________________________________________________________________
 PP0385  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 PP0385  DYNAMIC HT  -         358.272 (meters)    1175.43  (feet)  COMP
 PP0385  MODELED GRAV-     980,438.0   (mgal)                       NAVD 88
 PP0385
 PP0385  VERT ORDER  -  SECOND    CLASS 0
 PP0385
 PP0385.The horizontal coordinates were scaled from a topographic map and have
 PP0385.an estimated accuracy of +/- 6 seconds.
 PP0385
 PP0385.The orthometric height was determined by differential leveling
 PP0385.and adjusted by the National Geodetic Survey in June 1991..
 PP0385
 PP0385.The geoid height was determined by GEOID03.
 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     -   244,110.      892,400.      MT  (+/- 180 meters Scaled)
 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: 15TWK125042(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0384 ***********************************************************************
 PP0384  DESIGNATION -  2511 AT
 PP0384  PID         -  PP0384
 PP0384  STATE/COUNTY-  MN/GOODHUE
 PP0384  USGS QUAD   -  WANAMINGO (1980)
 PP0384
 PP0384                         *CURRENT SURVEY CONTROL
 PP0384  ___________________________________________________________________
 PP0384* NAD 83(1986)-  44 17 26.     (N)    092 50 08.     (W)     SCALED    
 PP0384* NAVD 88     -       351.648  (meters)    1153.70   (feet)  ADJUSTED  
 PP0384  ___________________________________________________________________
 PP0384  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 PP0384  DYNAMIC HT  -         351.588 (meters)    1153.50  (feet)  COMP
 PP0384  MODELED GRAV-     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
 PP0384.and adjusted by the National Geodetic Survey in June 1991..
 PP0384
 PP0384.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0384_STAMPING: 2511 AT 1972
 PP0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0384+STABILITY: SURFACE MOTION
 PP0384
 PP0384  HISTORY     - Date     Condition        Report By
 PP0384  HISTORY     - 1972     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0383 ***********************************************************************
 PP0383  DESIGNATION -  2511 AT 1
 PP0383  PID         -  PP0383
 PP0383  STATE/COUNTY-  MN/GOODHUE
 PP0383  USGS QUAD   -  WANAMINGO (1980)
 PP0383
 PP0383                         *CURRENT SURVEY CONTROL
 PP0383  ___________________________________________________________________
 PP0383* NAD 83(1986)-  44 17 36.     (N)    092 49 41.     (W)     SCALED    
 PP0383* NAVD 88     -       335.602  (meters)    1101.05   (feet)  ADJUSTED  
 PP0383  ___________________________________________________________________
 PP0383  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 PP0383  DYNAMIC HT  -         335.544 (meters)    1100.86  (feet)  COMP
 PP0383  MODELED GRAV-     980,437.2   (mgal)                       NAVD 88
 PP0383
 PP0383  VERT ORDER  -  SECOND    CLASS 0
 PP0383
 PP0383.The horizontal coordinates were scaled from a topographic map and have
 PP0383.an estimated accuracy of +/- 6 seconds.
 PP0383
 PP0383.The orthometric height was determined by differential leveling
 PP0383.and adjusted by the National Geodetic Survey in June 1991..
 PP0383
 PP0383.The geoid height was determined by GEOID03.
 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     -   244,370.      893,520.      MT  (+/- 180 meters Scaled)
 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: 15TWK137044(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0382 ***********************************************************************
 PP0382  DESIGNATION -  2511 AU RESET
 PP0382  PID         -  PP0382
 PP0382  STATE/COUNTY-  MN/GOODHUE
 PP0382  USGS QUAD   -  WANAMINGO (1980)
 PP0382
 PP0382                         *CURRENT SURVEY CONTROL
 PP0382  ___________________________________________________________________
 PP0382* NAD 83(1986)-  44 17 54.     (N)    092 49 12.     (W)     SCALED    
 PP0382* NAVD 88     -       329.08   (meters)    1079.7    (feet)  RESET     
 PP0382  ___________________________________________________________________
 PP0382  GEOID HEIGHT-         -29.47  (meters)                     GEOID03
 PP0382
 PP0382  VERT ORDER  -  THIRD
 PP0382
 PP0382.The horizontal coordinates were scaled from a topographic map and have
 PP0382.an estimated accuracy of +/- 6 seconds.
 PP0382
 PP0382.The orthometric height was computed from unverified reset data.
 PP0382.No vertical observational check was made to the station.
 PP0382
 PP0382.The geoid height was determined by GEOID03.
 PP0382
 PP0382;                    North         East    Units  Estimated Accuracy
 PP0382;SPC MN S     -   244,940.      894,160.      MT  (+/- 180 meters Scaled)
 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: 15TWK143050(NAD 83)
 PP0382_MARKER: DD = SURVEY 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0382
 PP0382  HISTORY     - Date     Condition        Report By
 PP0382  HISTORY     - 1975     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0380 ***********************************************************************
 PP0380  DESIGNATION -  2511 AV
 PP0380  PID         -  PP0380
 PP0380  STATE/COUNTY-  MN/GOODHUE
 PP0380  USGS QUAD   -  WANAMINGO (1980)
 PP0380
 PP0380                         *CURRENT SURVEY CONTROL
 PP0380  ___________________________________________________________________
 PP0380* NAD 83(1986)-  44 17 55.     (N)    092 48 39.     (W)     SCALED    
 PP0380* NAVD 88     -       328.426  (meters)    1077.51   (feet)  ADJUSTED  
 PP0380  ___________________________________________________________________
 PP0380  GEOID HEIGHT-         -29.50  (meters)                     GEOID03
 PP0380  DYNAMIC HT  -         328.369 (meters)    1077.32  (feet)  COMP
 PP0380  MODELED GRAV-     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
 PP0380.and adjusted by the National Geodetic Survey in June 1991..
 PP0380
 PP0380.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0380_STAMPING: 2511 AV 1972
 PP0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0380+STABILITY: SURFACE MOTION
 PP0380
 PP0380  HISTORY     - Date     Condition        Report By
 PP0380  HISTORY     - 1972     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0379 ***********************************************************************
 PP0379  DESIGNATION -  2511 AW
 PP0379  PID         -  PP0379
 PP0379  STATE/COUNTY-  MN/GOODHUE
 PP0379  USGS QUAD   -  WANAMINGO (1980)
 PP0379
 PP0379                         *CURRENT SURVEY CONTROL
 PP0379  ___________________________________________________________________
 PP0379* NAD 83(1986)-  44 17 51.     (N)    092 47 58.     (W)     SCALED    
 PP0379* NAVD 88     -       324.542  (meters)    1064.77   (feet)  ADJUSTED  
 PP0379  ___________________________________________________________________
 PP0379  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 PP0379  DYNAMIC HT  -         324.486 (meters)    1064.58  (feet)  COMP
 PP0379  MODELED GRAV-     980,436.0   (mgal)                       NAVD 88
 PP0379
 PP0379  VERT ORDER  -  SECOND    CLASS 0
 PP0379
 PP0379.The horizontal coordinates were scaled from a topographic map and have
 PP0379.an estimated accuracy of +/- 6 seconds.
 PP0379
 PP0379.The orthometric height was determined by differential leveling
 PP0379.and adjusted by the National Geodetic Survey in June 1991..
 PP0379
 PP0379.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PP0379;SPC MN S     -   244,870.      895,800.      MT  (+/- 180 meters Scaled)
 PP0379
 PP0379                          SUPERSEDED SURVEY CONTROL
 PP0379
 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: 15TWK159049(NAD 83)
 PP0379_MARKER: DD = SURVEY DISK
 PP0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0379_STAMPING: 2511 AW 1972
 PP0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0379+STABILITY: SURFACE MOTION
 PP0379
 PP0379  HISTORY     - Date     Condition        Report By
 PP0379  HISTORY     - 1972     MONUMENTED       MNDT
 PP0379
 PP0379                          STATION DESCRIPTION
 PP0379
 PP0379'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0377 ***********************************************************************
 PP0377  DESIGNATION -  2511 AX
 PP0377  PID         -  PP0377
 PP0377  STATE/COUNTY-  MN/GOODHUE
 PP0377  USGS QUAD   -  WANAMINGO (1980)
 PP0377
 PP0377                         *CURRENT SURVEY CONTROL
 PP0377  ___________________________________________________________________
 PP0377* NAD 83(1986)-  44 17 55.     (N)    092 47 27.     (W)     SCALED    
 PP0377* NAVD 88     -       328.469  (meters)    1077.65   (feet)  ADJUSTED  
 PP0377  ___________________________________________________________________
 PP0377  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 PP0377  DYNAMIC HT  -         328.412 (meters)    1077.46  (feet)  COMP
 PP0377  MODELED GRAV-     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
 PP0377.and adjusted by the National Geodetic Survey in June 1991..
 PP0377
 PP0377.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP0374 ***********************************************************************
 PP0374  DESIGNATION -  2511 AZ 1
 PP0374  PID         -  PP0374
 PP0374  STATE/COUNTY-  MN/GOODHUE
 PP0374  USGS QUAD   -  WANAMINGO (1980)
 PP0374
 PP0374                         *CURRENT SURVEY CONTROL
 PP0374  ___________________________________________________________________
 PP0374* NAD 83(1986)-  44 17 58.     (N)    092 45 41.     (W)     SCALED    
 PP0374* NAVD 88     -       312.084  (meters)    1023.90   (feet)  ADJUSTED  
 PP0374  ___________________________________________________________________
 PP0374  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 PP0374  DYNAMIC HT  -         312.028 (meters)    1023.71  (feet)  COMP
 PP0374  MODELED GRAV-     980,428.2   (mgal)                       NAVD 88
 PP0374
 PP0374  VERT ORDER  -  SECOND    CLASS 0
 PP0374
 PP0374.The horizontal coordinates were scaled from a topographic map and have
 PP0374.an estimated accuracy of +/- 6 seconds.
 PP0374
 PP0374.The orthometric height was determined by differential leveling
 PP0374.and adjusted by the National Geodetic Survey in June 1991..
 PP0374
 PP0374.The geoid height was determined by GEOID03.
 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     -   245,130.      898,830.      MT  (+/- 180 meters Scaled)
 PP0374
 PP0374                          SUPERSEDED SURVEY CONTROL
 PP0374
 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: 15TWK190051(NAD 83)
 PP0374_MARKER: DD = SURVEY DISK
 PP0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0374_SP_SET: CULVERT
 PP0374_STAMPING: 2511 AZ1 1972
 PP0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0374
 PP0374  HISTORY     - Date     Condition        Report By
 PP0374  HISTORY     - 1972     MONUMENTED       MNDT
 PP0374
 PP0374                          STATION DESCRIPTION
 PP0374
 PP0374'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0372 ***********************************************************************
 PP0372  DESIGNATION -  2511 BA
 PP0372  PID         -  PP0372
 PP0372  STATE/COUNTY-  MN/GOODHUE
 PP0372  USGS QUAD   -  WANAMINGO (1980)
 PP0372
 PP0372                         *CURRENT SURVEY CONTROL
 PP0372  ___________________________________________________________________
 PP0372* NAD 83(1986)-  44 17 53.     (N)    092 45 19.     (W)     SCALED    
 PP0372* NAVD 88     -       318.724  (meters)    1045.68   (feet)  ADJUSTED  
 PP0372  ___________________________________________________________________
 PP0372  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 PP0372  DYNAMIC HT  -         318.666 (meters)    1045.49  (feet)  COMP
 PP0372  MODELED GRAV-     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
 PP0372.and adjusted by the National Geodetic Survey in June 1991..
 PP0372
 PP0372.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP0370 ***********************************************************************
 PP0370  DESIGNATION -  2511 BA 1
 PP0370  PID         -  PP0370
 PP0370  STATE/COUNTY-  MN/GOODHUE
 PP0370  USGS QUAD   -  ZUMBROTA (1968)
 PP0370
 PP0370                         *CURRENT SURVEY CONTROL
 PP0370  ___________________________________________________________________
 PP0370* NAD 83(1986)-  44 17 11.     (N)    092 44 27.     (W)     SCALED    
 PP0370* NAVD 88     -       323.831  (meters)    1062.44   (feet)  ADJUSTED  
 PP0370  ___________________________________________________________________
 PP0370  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 PP0370  DYNAMIC HT  -         323.771 (meters)    1062.24  (feet)  COMP
 PP0370  MODELED GRAV-     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
 PP0370.and adjusted by the National Geodetic Survey in June 1991..
 PP0370
 PP0370.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP0368 ***********************************************************************
 PP0368  DESIGNATION -  2511 BB
 PP0368  PID         -  PP0368
 PP0368  STATE/COUNTY-  MN/GOODHUE
 PP0368  USGS QUAD   -  ZUMBROTA (1968)
 PP0368
 PP0368                         *CURRENT SURVEY CONTROL
 PP0368  ___________________________________________________________________
 PP0368* NAD 83(1986)-  44 17 46.     (N)    092 43 56.     (W)     SCALED    
 PP0368* NAVD 88     -       332.806  (meters)    1091.88   (feet)  ADJUSTED  
 PP0368  ___________________________________________________________________
 PP0368  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 PP0368  DYNAMIC HT  -         332.745 (meters)    1091.68  (feet)  COMP
 PP0368  MODELED GRAV-     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
 PP0368.and adjusted by the National Geodetic Survey in June 1991..
 PP0368
 PP0368.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP0367 ***********************************************************************
 PP0367  DESIGNATION -  2511 BC
 PP0367  PID         -  PP0367
 PP0367  STATE/COUNTY-  MN/GOODHUE
 PP0367  USGS QUAD   -  ZUMBROTA (1968)
 PP0367
 PP0367                         *CURRENT SURVEY CONTROL
 PP0367  ___________________________________________________________________
 PP0367* NAD 83(1986)-  44 17 36.     (N)    092 43 29.     (W)     SCALED    
 PP0367* NAVD 88     -       354.264  (meters)    1162.28   (feet)  ADJUSTED  
 PP0367  ___________________________________________________________________
 PP0367  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 PP0367  DYNAMIC HT  -         354.199 (meters)    1162.07  (feet)  COMP
 PP0367  MODELED GRAV-     980,424.8   (mgal)                       NAVD 88
 PP0367
 PP0367  VERT ORDER  -  SECOND    CLASS 0
 PP0367
 PP0367.The horizontal coordinates were scaled from a topographic map and have
 PP0367.an estimated accuracy of +/- 6 seconds.
 PP0367
 PP0367.The orthometric height was determined by differential leveling
 PP0367.and adjusted by the National Geodetic Survey in June 1991..
 PP0367
 PP0367.The geoid height was determined by GEOID03.
 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     -   244,500.      901,770.      MT  (+/- 180 meters Scaled)
 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: 15TWK219044(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0364 ***********************************************************************
 PP0364  DESIGNATION -  2511 BD
 PP0364  PID         -  PP0364
 PP0364  STATE/COUNTY-  MN/GOODHUE
 PP0364  USGS QUAD   -  ZUMBROTA (1968)
 PP0364
 PP0364                         *CURRENT SURVEY CONTROL
 PP0364  ___________________________________________________________________
 PP0364* NAD 83(1986)-  44 17 39.     (N)    092 42 04.     (W)     SCALED    
 PP0364* NAVD 88     -       332.660  (meters)    1091.40   (feet)  ADJUSTED  
 PP0364  ___________________________________________________________________
 PP0364  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 PP0364  DYNAMIC HT  -         332.599 (meters)    1091.20  (feet)  COMP
 PP0364  MODELED GRAV-     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
 PP0364.and adjusted by the National Geodetic Survey in June 1991..
 PP0364
 PP0364.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP3295 ***********************************************************************
 PP3295  DESIGNATION -  2512 A
 PP3295  PID         -  PP3295
 PP3295  STATE/COUNTY-  MN/GOODHUE
 PP3295  USGS QUAD   -  MAZEPPA (1980)
 PP3295
 PP3295                         *CURRENT SURVEY CONTROL
 PP3295  ___________________________________________________________________
 PP3295* NAD 83(1986)-  44 16 19.     (N)    092 33 39.     (W)     SCALED    
 PP3295* NAVD 88     -       313.870  (meters)    1029.76   (feet)  ADJUSTED  
 PP3295  ___________________________________________________________________
 PP3295  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 PP3295  DYNAMIC HT  -         313.817 (meters)    1029.58  (feet)  COMP
 PP3295  MODELED GRAV-     980,443.4   (mgal)                       NAVD 88
 PP3295
 PP3295  VERT ORDER  -  SECOND    CLASS I
 PP3295
 PP3295.The horizontal coordinates were scaled from a topographic map and have
 PP3295.an estimated accuracy of +/- 6 seconds.
 PP3295
 PP3295.The orthometric height was determined by differential leveling
 PP3295.and adjusted by the National Geodetic Survey in June 1995..
 PP3295
 PP3295.The geoid height was determined by GEOID03.
 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     -   242,340.      914,890.      MT  (+/- 180 meters Scaled)
 PP3295
 PP3295                          SUPERSEDED SURVEY CONTROL
 PP3295
 PP3295.No superseded survey control is available for this station.
 PP3295
 PP3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK350021(NAD 83)
 PP3295_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3295
 PP3295  HISTORY     - Date     Condition        Report By
 PP3295  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3296 ***********************************************************************
 PP3296  DESIGNATION -  2512 B
 PP3296  PID         -  PP3296
 PP3296  STATE/COUNTY-  MN/GOODHUE
 PP3296  USGS QUAD   -  MAZEPPA (1980)
 PP3296
 PP3296                         *CURRENT SURVEY CONTROL
 PP3296  ___________________________________________________________________
 PP3296* NAD 83(1986)-  44 16 01.     (N)    092 34 32.     (W)     SCALED    
 PP3296* NAVD 88     -       329.454  (meters)    1080.88   (feet)  ADJUSTED  
 PP3296  ___________________________________________________________________
 PP3296  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 PP3296  DYNAMIC HT  -         329.399 (meters)    1080.70  (feet)  COMP
 PP3296  MODELED GRAV-     980,439.7   (mgal)                       NAVD 88
 PP3296
 PP3296  VERT ORDER  -  SECOND    CLASS I
 PP3296
 PP3296.The horizontal coordinates were scaled from a topographic map and have
 PP3296.an estimated accuracy of +/- 6 seconds.
 PP3296
 PP3296.The orthometric height was determined by differential leveling
 PP3296.and adjusted by the National Geodetic Survey in June 1995..
 PP3296
 PP3296.The geoid height was determined by GEOID03.
 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     -   241,760.      913,720.      MT  (+/- 180 meters Scaled)
 PP3296
 PP3296                          SUPERSEDED SURVEY CONTROL
 PP3296
 PP3296.No superseded survey control is available for this station.
 PP3296
 PP3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK338016(NAD 83)
 PP3296_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3296
 PP3296  HISTORY     - Date     Condition        Report By
 PP3296  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3299 ***********************************************************************
 PP3299  DESIGNATION -  2512 C
 PP3299  PID         -  PP3299
 PP3299  STATE/COUNTY-  MN/GOODHUE
 PP3299  USGS QUAD   -  MAZEPPA (1980)
 PP3299
 PP3299                         *CURRENT SURVEY CONTROL
 PP3299  ___________________________________________________________________
 PP3299* NAD 83(1986)-  44 16 01.     (N)    092 35 51.     (W)     SCALED    
 PP3299* NAVD 88     -       330.820  (meters)    1085.37   (feet)  ADJUSTED  
 PP3299  ___________________________________________________________________
 PP3299  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 PP3299  DYNAMIC HT  -         330.763 (meters)    1085.18  (feet)  COMP
 PP3299  MODELED GRAV-     980,435.2   (mgal)                       NAVD 88
 PP3299
 PP3299  VERT ORDER  -  SECOND    CLASS I
 PP3299
 PP3299.The horizontal coordinates were scaled from a topographic map and have
 PP3299.an estimated accuracy of +/- 6 seconds.
 PP3299
 PP3299.The orthometric height was determined by differential leveling
 PP3299.and adjusted by the National Geodetic Survey in June 1995..
 PP3299
 PP3299.The geoid height was determined by GEOID03.
 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     -   241,730.      911,970.      MT  (+/- 180 meters Scaled)
 PP3299
 PP3299                          SUPERSEDED SURVEY CONTROL
 PP3299
 PP3299.No superseded survey control is available for this station.
 PP3299
 PP3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK321016(NAD 83)
 PP3299_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3299
 PP3299  HISTORY     - Date     Condition        Report By
 PP3299  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3300 ***********************************************************************
 PP3300  DESIGNATION -  2512 D
 PP3300  PID         -  PP3300
 PP3300  STATE/COUNTY-  MN/GOODHUE
 PP3300  USGS QUAD   -  MAZEPPA (1980)
 PP3300
 PP3300                         *CURRENT SURVEY CONTROL
 PP3300  ___________________________________________________________________
 PP3300* NAD 83(1986)-  44 16 01.     (N)    092 36 50.     (W)     SCALED    
 PP3300* NAVD 88     -       319.975  (meters)    1049.78   (feet)  ADJUSTED  
 PP3300  ___________________________________________________________________
 PP3300  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 PP3300  DYNAMIC HT  -         319.918 (meters)    1049.60  (feet)  COMP
 PP3300  MODELED GRAV-     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
 PP3300.and adjusted by the National Geodetic Survey in June 1995..
 PP3300
 PP3300.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 PP3300_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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
 PP3300  HISTORY     - Date     Condition        Report By
 PP3300  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3301 ***********************************************************************
 PP3301  DESIGNATION -  2512 E
 PP3301  PID         -  PP3301
 PP3301  STATE/COUNTY-  MN/GOODHUE
 PP3301  USGS QUAD   -  MAZEPPA (1980)
 PP3301
 PP3301                         *CURRENT SURVEY CONTROL
 PP3301  ___________________________________________________________________
 PP3301* NAD 83(1986)-  44 16 01.     (N)    092 37 19.     (W)     SCALED    
 PP3301* NAVD 88     -       317.861  (meters)    1042.85   (feet)  ADJUSTED  
 PP3301  ___________________________________________________________________
 PP3301  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 PP3301  DYNAMIC HT  -         317.804 (meters)    1042.66  (feet)  COMP
 PP3301  MODELED GRAV-     980,431.0   (mgal)                       NAVD 88
 PP3301
 PP3301  VERT ORDER  -  SECOND    CLASS I
 PP3301
 PP3301.The horizontal coordinates were scaled from a topographic map and have
 PP3301.an estimated accuracy of +/- 6 seconds.
 PP3301
 PP3301.The orthometric height was determined by differential leveling
 PP3301.and adjusted by the National Geodetic Survey in June 1995..
 PP3301
 PP3301.The geoid height was determined by GEOID03.
 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     -   241,700.      910,020.      MT  (+/- 180 meters Scaled)
 PP3301
 PP3301                          SUPERSEDED SURVEY CONTROL
 PP3301
 PP3301.No superseded survey control is available for this station.
 PP3301
 PP3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK301015(NAD 83)
 PP3301_MARKER: DB = BENCH MARK DISK
 PP3301_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3301_SP_SET: HEADWALL OF BOX CULVERT
 PP3301_STAMPING: 2512 E 1979
 PP3301_MARK LOGO: MNDT  
 PP3301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3301+STABILITY: SURFACE MOTION
 PP3301
 PP3301  HISTORY     - Date     Condition        Report By
 PP3301  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3302 ***********************************************************************
 PP3302  DESIGNATION -  2512 F
 PP3302  PID         -  PP3302
 PP3302  STATE/COUNTY-  MN/GOODHUE
 PP3302  USGS QUAD   -  MAZEPPA (1980)
 PP3302
 PP3302                         *CURRENT SURVEY CONTROL
 PP3302  ___________________________________________________________________
 PP3302* NAD 83(1986)-  44 16 01.     (N)    092 37 28.     (W)     SCALED    
 PP3302* NAVD 88     -       320.222  (meters)    1050.60   (feet)  ADJUSTED  
 PP3302  ___________________________________________________________________
 PP3302  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 PP3302  DYNAMIC HT  -         320.164 (meters)    1050.40  (feet)  COMP
 PP3302  MODELED GRAV-     980,430.6   (mgal)                       NAVD 88
 PP3302
 PP3302  VERT ORDER  -  SECOND    CLASS I
 PP3302
 PP3302.The horizontal coordinates were scaled from a topographic map and have
 PP3302.an estimated accuracy of +/- 6 seconds.
 PP3302
 PP3302.The orthometric height was determined by differential leveling
 PP3302.and adjusted by the National Geodetic Survey in June 1995..
 PP3302
 PP3302.The geoid height was determined by GEOID03.
 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     -   241,700.      909,820.      MT  (+/- 180 meters Scaled)
 PP3302
 PP3302                          SUPERSEDED SURVEY CONTROL
 PP3302
 PP3302.No superseded survey control is available for this station.
 PP3302
 PP3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK299015(NAD 83)
 PP3302_MARKER: DB = BENCH MARK DISK
 PP3302_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3302_SP_SET: HEADWALL OF BOX CULVERT
 PP3302_STAMPING: 2512 F 1979
 PP3302_MARK LOGO: MNDT  
 PP3302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3302+STABILITY: SURFACE MOTION
 PP3302
 PP3302  HISTORY     - Date     Condition        Report By
 PP3302  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3303 ***********************************************************************
 PP3303  DESIGNATION -  2512 G
 PP3303  PID         -  PP3303
 PP3303  STATE/COUNTY-  MN/GOODHUE
 PP3303  USGS QUAD   -  ZUMBROTA (1968)
 PP3303
 PP3303                         *CURRENT SURVEY CONTROL
 PP3303  ___________________________________________________________________
 PP3303* NAD 83(1986)-  44 16 04.     (N)    092 38 26.     (W)     SCALED    
 PP3303* NAVD 88     -       354.237  (meters)    1162.19   (feet)  ADJUSTED  
 PP3303  ___________________________________________________________________
 PP3303  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 PP3303  DYNAMIC HT  -         354.173 (meters)    1161.98  (feet)  COMP
 PP3303  MODELED GRAV-     980,428.4   (mgal)                       NAVD 88
 PP3303
 PP3303  VERT ORDER  -  SECOND    CLASS I
 PP3303
 PP3303.The horizontal coordinates were scaled from a topographic map and have
 PP3303.an estimated accuracy of +/- 6 seconds.
 PP3303
 PP3303.The orthometric height was determined by differential leveling
 PP3303.and adjusted by the National Geodetic Survey in June 1995..
 PP3303
 PP3303.The geoid height was determined by GEOID03.
 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     -   241,770.      908,530.      MT  (+/- 180 meters Scaled)
 PP3303
 PP3303                          SUPERSEDED SURVEY CONTROL
 PP3303
 PP3303.No superseded survey control is available for this station.
 PP3303
 PP3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK286016(NAD 83)
 PP3303_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3303
 PP3303  HISTORY     - Date     Condition        Report By
 PP3303  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3465 ***********************************************************************
 PP3465  DESIGNATION -  2514 A
 PP3465  PID         -  PP3465
 PP3465  STATE/COUNTY-  MN/GOODHUE
 PP3465  USGS QUAD   -  RED WING (1994)
 PP3465
 PP3465                         *CURRENT SURVEY CONTROL
 PP3465  ___________________________________________________________________
 PP3465* NAD 83(1986)-  44 33 43.     (N)    092 33 05.     (W)     SCALED    
 PP3465* NAVD 88     -       219.600  (meters)     720.47   (feet)  ADJUSTED  
 PP3465  ___________________________________________________________________
 PP3465  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 PP3465  DYNAMIC HT  -         219.569 (meters)     720.37  (feet)  COMP
 PP3465  MODELED GRAV-     980,472.4   (mgal)                       NAVD 88
 PP3465
 PP3465  VERT ORDER  -  SECOND    CLASS I
 PP3465
 PP3465.The horizontal coordinates were scaled from a topographic map and have
 PP3465.an estimated accuracy of +/- 6 seconds.
 PP3465
 PP3465.The orthometric height was determined by differential leveling
 PP3465.and adjusted by the National Geodetic Survey in June 1995..
 PP3465
 PP3465.The geoid height was determined by GEOID03.
 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     -   274,570.      915,070.      MT  (+/- 180 meters Scaled)
 PP3465
 PP3465                          SUPERSEDED SURVEY CONTROL
 PP3465
 PP3465.No superseded survey control is available for this station.
 PP3465
 PP3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK356343(NAD 83)
 PP3465_MARKER: DB = BENCH MARK DISK
 PP3465_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3465_SP_SET: BOX CULVERT HEADWALL
 PP3465_STAMPING: 2514 A 1972
 PP3465_MARK LOGO: MNHD  
 PP3465_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - September 20, 2003
 PP3465
 PP3465  HISTORY     - Date     Condition        Report By
 PP3465  HISTORY     - 1972     MONUMENTED       MNHD
 PP3465  HISTORY     - 19880808 GOOD             MNDT
 PP3465  HISTORY     - 20030920 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3463 ***********************************************************************
 PP3463  DESIGNATION -  2514 AA
 PP3463  PID         -  PP3463
 PP3463  STATE/COUNTY-  MN/GOODHUE
 PP3463  USGS QUAD   -  RED WING (1994)
 PP3463
 PP3463                         *CURRENT SURVEY CONTROL
 PP3463  ___________________________________________________________________
 PP3463* NAD 83(1986)-  44 33 49.     (N)    092 33 59.     (W)     SCALED    
 PP3463* NAVD 88     -       221.432  (meters)     726.48   (feet)  ADJUSTED  
 PP3463  ___________________________________________________________________
 PP3463  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 PP3463  DYNAMIC HT  -         221.401 (meters)     726.38  (feet)  COMP
 PP3463  MODELED GRAV-     980,470.4   (mgal)                       NAVD 88
 PP3463
 PP3463  VERT ORDER  -  SECOND    CLASS I
 PP3463
 PP3463.The horizontal coordinates were scaled from a topographic map and have
 PP3463.an estimated accuracy of +/- 6 seconds.
 PP3463
 PP3463.The orthometric height was determined by differential leveling
 PP3463.and adjusted by the National Geodetic Survey in June 1995..
 PP3463
 PP3463.The geoid height was determined by GEOID03.
 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     -   274,730.      913,880.      MT  (+/- 180 meters Scaled)
 PP3463
 PP3463                          SUPERSEDED SURVEY CONTROL
 PP3463
 PP3463.No superseded survey control is available for this station.
 PP3463
 PP3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK344345(NAD 83)
 PP3463_MARKER: DV = VERTICAL CONTROL DISK
 PP3463_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PP3463_SP_SET: BRIDGE RAILING
 PP3463_STAMPING: 2514 AA 1988
 PP3463_MARK LOGO: MNDT  
 PP3463_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3463+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 PP3463
 PP3463  HISTORY     - Date     Condition        Report By
 PP3463  HISTORY     - 1988     MONUMENTED       MNDT
 PP3463  HISTORY     - 20030920 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3462 ***********************************************************************
 PP3462  DESIGNATION -  2514 AB
 PP3462  PID         -  PP3462
 PP3462  STATE/COUNTY-  MN/GOODHUE
 PP3462  USGS QUAD   -  RED WING (1994)
 PP3462
 PP3462                         *CURRENT SURVEY CONTROL
 PP3462  ___________________________________________________________________
 PP3462* NAD 83(1986)-  44 33 52.     (N)    092 33 57.     (W)     SCALED    
 PP3462* NAVD 88     -       221.074  (meters)     725.31   (feet)  ADJUSTED  
 PP3462  ___________________________________________________________________
 PP3462  GEOID HEIGHT-         -30.14  (meters)                     GEOID03
 PP3462  DYNAMIC HT  -         221.042 (meters)     725.20  (feet)  COMP
 PP3462  MODELED GRAV-     980,470.7   (mgal)                       NAVD 88
 PP3462
 PP3462  VERT ORDER  -  SECOND    CLASS I
 PP3462
 PP3462.The horizontal coordinates were scaled from a topographic map and have
 PP3462.an estimated accuracy of +/- 6 seconds.
 PP3462
 PP3462.The orthometric height was determined by differential leveling
 PP3462.and adjusted by the National Geodetic Survey in June 1995..
 PP3462
 PP3462.The geoid height was determined by GEOID03.
 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     -   274,830.      913,920.      MT  (+/- 180 meters Scaled)
 PP3462
 PP3462                          SUPERSEDED SURVEY CONTROL
 PP3462
 PP3462.No superseded survey control is available for this station.
 PP3462
 PP3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK344346(NAD 83)
 PP3462_MARKER: DV = VERTICAL CONTROL DISK
 PP3462_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PP3462_SP_SET: BRIDGE RAILING
 PP3462_STAMPING: 2514 AB 1988
 PP3462_MARK LOGO: MNDT  
 PP3462_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3462+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 PP3462
 PP3462  HISTORY     - Date     Condition        Report By
 PP3462  HISTORY     - 1988     MONUMENTED       MNDT
 PP3462  HISTORY     - 20030920 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3459 ***********************************************************************
 PP3459  DESIGNATION -  2514 AC
 PP3459  PID         -  PP3459
 PP3459  STATE/COUNTY-  MN/GOODHUE
 PP3459  USGS QUAD   -  RED WING (1994)
 PP3459
 PP3459                         *CURRENT SURVEY CONTROL
 PP3459  ___________________________________________________________________
 PP3459* NAD 83(1986)-  44 34 16.     (N)    092 35 45.     (W)     SCALED    
 PP3459* NAVD 88     -       217.124  (meters)     712.35   (feet)  ADJUSTED  
 PP3459  ___________________________________________________________________
 PP3459  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 PP3459  DYNAMIC HT  -         217.092 (meters)     712.24  (feet)  COMP
 PP3459  MODELED GRAV-     980,467.7   (mgal)                       NAVD 88
 PP3459
 PP3459  VERT ORDER  -  SECOND    CLASS I
 PP3459
 PP3459.The horizontal coordinates were scaled from a topographic map and have
 PP3459.an estimated accuracy of +/- 6 seconds.
 PP3459
 PP3459.The orthometric height was determined by differential leveling
 PP3459.and adjusted by the National Geodetic Survey in June 1995..
 PP3459
 PP3459.The geoid height was determined by GEOID03.
 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     -   275,530.      911,520.      MT  (+/- 180 meters Scaled)
 PP3459
 PP3459                          SUPERSEDED SURVEY CONTROL
 PP3459
 PP3459.No superseded survey control is available for this station.
 PP3459
 PP3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK320353(NAD 83)
 PP3459_MARKER: DV = VERTICAL CONTROL DISK
 PP3459_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PP3459_SP_SET: BRIDGE HEADWALL
 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 - September 20, 2003
 PP3459
 PP3459  HISTORY     - Date     Condition        Report By
 PP3459  HISTORY     - 1988     MONUMENTED       MNDT
 PP3459  HISTORY     - 20030920 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3458 ***********************************************************************
 PP3458  DESIGNATION -  2514 AD
 PP3458  PID         -  PP3458
 PP3458  STATE/COUNTY-  MN/GOODHUE
 PP3458  USGS QUAD   -  RED WING (1994)
 PP3458
 PP3458                         *CURRENT SURVEY CONTROL
 PP3458  ___________________________________________________________________
 PP3458* NAD 83(1986)-  44 34 23.     (N)    092 36 24.     (W)     SCALED    
 PP3458* NAVD 88     -       245.153  (meters)     804.31   (feet)  ADJUSTED  
 PP3458  ___________________________________________________________________
 PP3458  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 PP3458  DYNAMIC HT  -         245.117 (meters)     804.19  (feet)  COMP
 PP3458  MODELED GRAV-     980,467.4   (mgal)                       NAVD 88
 PP3458
 PP3458  VERT ORDER  -  SECOND    CLASS I
 PP3458
 PP3458.The horizontal coordinates were scaled from a topographic map and have
 PP3458.an estimated accuracy of +/- 6 seconds.
 PP3458
 PP3458.The orthometric height was determined by differential leveling
 PP3458.and adjusted by the National Geodetic Survey in June 1995..
 PP3458
 PP3458.The geoid height was determined by GEOID03.
 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     -   275,730.      910,660.      MT  (+/- 180 meters Scaled)
 PP3458
 PP3458                          SUPERSEDED SURVEY CONTROL
 PP3458
 PP3458.No superseded survey control is available for this station.
 PP3458
 PP3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK312355(NAD 83)
 PP3458_MARKER: DV = VERTICAL CONTROL DISK
 PP3458_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3458_SP_SET: BRIDGE ABUTMENT
 PP3458_STAMPING: 2514 AD 1988
 PP3458_MARK LOGO: MNDT  
 PP3458_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3458+STABILITY: SURFACE MOTION
 PP3458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3458+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 PP3458
 PP3458  HISTORY     - Date     Condition        Report By
 PP3458  HISTORY     - 1988     MONUMENTED       MNDT
 PP3458  HISTORY     - 20030920 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3457 ***********************************************************************
 PP3457  DESIGNATION -  2514 AE
 PP3457  PID         -  PP3457
 PP3457  STATE/COUNTY-  MN/GOODHUE
 PP3457  USGS QUAD   -  RED WING (1994)
 PP3457
 PP3457                         *CURRENT SURVEY CONTROL
 PP3457  ___________________________________________________________________
 PP3457* NAD 83(1986)-  44 34 05.     (N)    092 37 10.     (W)     SCALED    
 PP3457* NAVD 88     -       248.257  (meters)     814.49   (feet)  ADJUSTED  
 PP3457  ___________________________________________________________________
 PP3457  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 PP3457  DYNAMIC HT  -         248.221 (meters)     814.37  (feet)  COMP
 PP3457  MODELED GRAV-     980,466.1   (mgal)                       NAVD 88
 PP3457
 PP3457  VERT ORDER  -  SECOND    CLASS I
 PP3457
 PP3457.The horizontal coordinates were scaled from a topographic map and have
 PP3457.an estimated accuracy of +/- 6 seconds.
 PP3457
 PP3457.The orthometric height was determined by differential leveling
 PP3457.and adjusted by the National Geodetic Survey in June 1995..
 PP3457
 PP3457.The geoid height was determined by GEOID03.
 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     -   275,160.      909,650.      MT  (+/- 180 meters Scaled)
 PP3457
 PP3457                          SUPERSEDED SURVEY CONTROL
 PP3457
 PP3457.No superseded survey control is available for this station.
 PP3457
 PP3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK302350(NAD 83)
 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_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 20, 2003
 PP3457
 PP3457  HISTORY     - Date     Condition        Report By
 PP3457  HISTORY     - 1988     MONUMENTED       MNDT
 PP3457  HISTORY     - 20030920 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3454 ***********************************************************************
 PP3454  DESIGNATION -  2514 AF
 PP3454  PID         -  PP3454
 PP3454  STATE/COUNTY-  MN/GOODHUE
 PP3454  USGS QUAD   -  WELCH (1991)
 PP3454
 PP3454                         *CURRENT SURVEY CONTROL
 PP3454  ___________________________________________________________________
 PP3454* NAD 83(1986)-  44 34 10.     (N)    092 38 16.     (W)     SCALED    
 PP3454* NAVD 88     -       244.227  (meters)     801.27   (feet)  ADJUSTED  
 PP3454  ___________________________________________________________________
 PP3454  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 PP3454  DYNAMIC HT  -         244.192 (meters)     801.15  (feet)  COMP
 PP3454  MODELED GRAV-     980,467.3   (mgal)                       NAVD 88
 PP3454
 PP3454  VERT ORDER  -  SECOND    CLASS I
 PP3454
 PP3454.The horizontal coordinates were scaled from a topographic map and have
 PP3454.an estimated accuracy of +/- 6 seconds.
 PP3454
 PP3454.The orthometric height was determined by differential leveling
 PP3454.and adjusted by the National Geodetic Survey in June 1995..
 PP3454
 PP3454.The geoid height was determined by GEOID03.
 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     -   275,290.      908,200.      MT  (+/- 180 meters Scaled)
 PP3454
 PP3454                          SUPERSEDED SURVEY CONTROL
 PP3454
 PP3454.No superseded survey control is available for this station.
 PP3454
 PP3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK287351(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3454
 PP3454  HISTORY     - Date     Condition        Report By
 PP3454  HISTORY     - 1988     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3453 ***********************************************************************
 PP3453  DESIGNATION -  2514 AG
 PP3453  PID         -  PP3453
 PP3453  STATE/COUNTY-  MN/GOODHUE
 PP3453  USGS QUAD   -  WELCH (1991)
 PP3453
 PP3453                         *CURRENT SURVEY CONTROL
 PP3453  ___________________________________________________________________
 PP3453* NAD 83(1986)-  44 34 26.     (N)    092 38 55.     (W)     SCALED    
 PP3453* NAVD 88     -       223.381  (meters)     732.88   (feet)  ADJUSTED  
 PP3453  ___________________________________________________________________
 PP3453  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 PP3453  DYNAMIC HT  -         223.349 (meters)     732.77  (feet)  COMP
 PP3453  MODELED GRAV-     980,469.6   (mgal)                       NAVD 88
 PP3453
 PP3453  VERT ORDER  -  SECOND    CLASS I
 PP3453
 PP3453.The horizontal coordinates were scaled from a topographic map and have
 PP3453.an estimated accuracy of +/- 6 seconds.
 PP3453
 PP3453.The orthometric height was determined by differential leveling
 PP3453.and adjusted by the National Geodetic Survey in June 1995..
 PP3453
 PP3453.The geoid height was determined by GEOID03.
 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     -   275,760.      907,330.      MT  (+/- 180 meters Scaled)
 PP3453
 PP3453                          SUPERSEDED SURVEY CONTROL
 PP3453
 PP3453.No superseded survey control is available for this station.
 PP3453
 PP3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK278356(NAD 83)
 PP3453_MARKER: DV = VERTICAL CONTROL DISK
 PP3453_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PP3453_SP_SET: BRIDGE RAILING
 PP3453_STAMPING: 2514 AG 1988
 PP3453_MARK LOGO: MNDT  
 PP3453_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3453
 PP3453  HISTORY     - Date     Condition        Report By
 PP3453  HISTORY     - 1988     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3452 ***********************************************************************
 PP3452  DESIGNATION -  2514 AH
 PP3452  PID         -  PP3452
 PP3452  STATE/COUNTY-  MN/GOODHUE
 PP3452  USGS QUAD   -  WELCH (1991)
 PP3452
 PP3452                         *CURRENT SURVEY CONTROL
 PP3452  ___________________________________________________________________
 PP3452* NAD 83(1986)-  44 34 55.     (N)    092 39 20.     (W)     SCALED    
 PP3452* NAVD 88     -       211.675  (meters)     694.47   (feet)  ADJUSTED  
 PP3452  ___________________________________________________________________
 PP3452  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 PP3452  DYNAMIC HT  -         211.645 (meters)     694.37  (feet)  COMP
 PP3452  MODELED GRAV-     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
 PP3452.and adjusted by the National Geodetic Survey in June 1995..
 PP3452
 PP3452.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP3446 ***********************************************************************
 PP3446  DESIGNATION -  2514 AK
 PP3446  PID         -  PP3446
 PP3446  STATE/COUNTY-  MN/GOODHUE
 PP3446  USGS QUAD   -  WELCH (1991)
 PP3446
 PP3446                         *CURRENT SURVEY CONTROL
 PP3446  ___________________________________________________________________
 PP3446* NAD 83(1986)-  44 35 27.     (N)    092 40 55.     (W)     SCALED    
 PP3446* NAVD 88     -       261.763  (meters)     858.80   (feet)  ADJUSTED  
 PP3446  ___________________________________________________________________
 PP3446  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 PP3446  DYNAMIC HT  -         261.726 (meters)     858.68  (feet)  COMP
 PP3446  MODELED GRAV-     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
 PP3446.and adjusted by the National Geodetic Survey in June 1995..
 PP3446
 PP3446.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3445 ***********************************************************************
 PP3445  DESIGNATION -  2514 AL
 PP3445  PID         -  PP3445
 PP3445  STATE/COUNTY-  MN/GOODHUE
 PP3445  USGS QUAD   -  WELCH (1991)
 PP3445
 PP3445                         *CURRENT SURVEY CONTROL
 PP3445  ___________________________________________________________________
 PP3445* NAD 83(1986)-  44 36 03.     (N)    092 41 31.     (W)     SCALED    
 PP3445* NAVD 88     -       305.099  (meters)    1000.98   (feet)  ADJUSTED  
 PP3445  ___________________________________________________________________
 PP3445  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 PP3445  DYNAMIC HT  -         305.057 (meters)    1000.84  (feet)  COMP
 PP3445  MODELED GRAV-     980,472.9   (mgal)                       NAVD 88
 PP3445
 PP3445  VERT ORDER  -  SECOND    CLASS I
 PP3445
 PP3445.The horizontal coordinates were scaled from a topographic map and have
 PP3445.an estimated accuracy of +/- 6 seconds.
 PP3445
 PP3445.The orthometric height was determined by differential leveling
 PP3445.and adjusted by the National Geodetic Survey in June 1995..
 PP3445
 PP3445.The geoid height was determined by GEOID03.
 PP3445
 PP3445.The dynamic height is computed by dividing the NAVD 88
 PP3445.geopotential number by the normal gravity value computed on the
 PP3445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3445.degrees latitude (g = 980.6199 gals.).
 PP3445
 PP3445.The modeled gravity was interpolated from observed gravity values.
 PP3445
 PP3445;                    North         East    Units  Estimated Accuracy
 PP3445;SPC MN S     -   278,700.      903,840.      MT  (+/- 180 meters Scaled)
 PP3445
 PP3445                          SUPERSEDED SURVEY CONTROL
 PP3445
 PP3445.No superseded survey control is available for this station.
 PP3445
 PP3445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK244386(NAD 83)
 PP3445_MARKER: DV = VERTICAL CONTROL DISK
 PP3445_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3445_SP_SET: ALUMINUM ALLOY ROD
 PP3445_STAMPING: 2514 AL 1988
 PP3445_MARK LOGO: MNDT  
 PP3445_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3445
 PP3445  HISTORY     - Date     Condition        Report By
 PP3445  HISTORY     - 1988     MONUMENTED       MNDT
 PP3445
 PP3445                          STATION DESCRIPTION
 PP3445
 PP3445'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3445'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) WEST OF THE CITY OF RED WING,
 PP3445'3.75 MI (6.03 KM) NORTHWEST ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION
 PP3445'WITH TRUNK HIGHWAY 19 IN RED WING, NEAR THE NORTH JUNCTION OF HIGHWAY
 PP3445'61 AND COUNTY ROAD 46 (MOUNT CARMEL ROAD) AND IN THE SE 1/4 OF
 PP3445'SECTION 11, T113N, R16W.  THE MARK IS 130.0 FT (39.6 M)
 PP3445'NORTH-NORTHEAST OF AND ABOUT 6 FT (1.8 M) LOWER THAN THE CENTERLINE OF
 PP3445'HIGHWAY 61 AT MILEPOINT 100.35, 42.7 FT (13.0 M) WEST-NORTHWEST OF
 PP3445'THE CENTER OF COUNTY ROAD 46 (GRAVEL), 69.3 FT (21.1 M) NORTHWEST OF
 PP3445'A COUNTY ROAD 46 SIGN POST AND 0.9 FT (0.3 M) EAST-SOUTHEAST OF A
 PP3445'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM
 PP3445'VERTICAL CONTROL MONUMENT DISK STAMPED---2514 AL 1988---, IS FASTENED
 PP3445'TO THE TOP OF A 3/4 INCH DIAMETER BY 10 FOOT LONG ALUMINUM ALLOY ROD
 PP3445'DRIVEN TO REFUSAL AND PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 PP3445'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3442 ***********************************************************************
 PP3442  DESIGNATION -  2514 AM
 PP3442  PID         -  PP3442
 PP3442  STATE/COUNTY-  MN/GOODHUE
 PP3442  USGS QUAD   -  WELCH (1991)
 PP3442
 PP3442                         *CURRENT SURVEY CONTROL
 PP3442  ___________________________________________________________________
 PP3442* NAD 83(1986)-  44 36 02.     (N)    092 42 09.     (W)     SCALED    
 PP3442* NAVD 88     -       318.387  (meters)    1044.57   (feet)  ADJUSTED  
 PP3442  ___________________________________________________________________
 PP3442  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 PP3442  DYNAMIC HT  -         318.344 (meters)    1044.43  (feet)  COMP
 PP3442  MODELED GRAV-     980,472.1   (mgal)                       NAVD 88
 PP3442
 PP3442  VERT ORDER  -  SECOND    CLASS I
 PP3442
 PP3442.The horizontal coordinates were scaled from a topographic map and have
 PP3442.an estimated accuracy of +/- 6 seconds.
 PP3442
 PP3442.The orthometric height was determined by differential leveling
 PP3442.and adjusted by the National Geodetic Survey in June 1995..
 PP3442
 PP3442.The geoid height was determined by GEOID03.
 PP3442
 PP3442.The dynamic height is computed by dividing the NAVD 88
 PP3442.geopotential number by the normal gravity value computed on the
 PP3442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3442.degrees latitude (g = 980.6199 gals.).
 PP3442
 PP3442.The modeled gravity was interpolated from observed gravity values.
 PP3442
 PP3442;                    North         East    Units  Estimated Accuracy
 PP3442;SPC MN S     -   278,660.      903,000.      MT  (+/- 180 meters Scaled)
 PP3442
 PP3442                          SUPERSEDED SURVEY CONTROL
 PP3442
 PP3442.No superseded survey control is available for this station.
 PP3442
 PP3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK236386(NAD 83)
 PP3442_MARKER: DV = VERTICAL CONTROL DISK
 PP3442_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3442_SP_SET: BASE OF A SIGN
 PP3442_STAMPING: 2514 AM 1988
 PP3442_MARK LOGO: MNDT  
 PP3442_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3442+STABILITY: SURFACE MOTION
 PP3442
 PP3442  HISTORY     - Date     Condition        Report By
 PP3442  HISTORY     - 1988     MONUMENTED       MNDT
 PP3442
 PP3442                          STATION DESCRIPTION
 PP3442
 PP3442'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3442'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF THE CITY OF RED
 PP3442'WING, 4.3 MI (6.9 KM) WESTERLY ALONG TRUNK HIGHWAY 61 FROM ITS
 PP3442'JUNCTION WITH TRUNK HIGHWAY 19 IN RED WING AND 3.5 MI (5.6 KM) EAST
 PP3442'ALONG HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK HIGHWAY 316 EAST OF
 PP3442'MIESVILLE AND IN THE NE 1/4 OF SECTION 14, T113N, R16W.  THE MARK IS
 PP3442'6.5 FT (2.0 M) SOUTH OF AND ABOUT 3 FT (0.9 M) LOWER THAN THE
 PP3442'CENTERLINE OF HIGHWAY 61 AT MILEPOINT 100.95, 5.5 FT (1.7 M) EAST OF
 PP3442'THE EXTENDED CENTER OF COUNTY ROAD 18 NORTH, 13.7 FT (4.2 M) SOUTH OF
 PP3442'A CORNER FENCE POST, 1.6 FT (0.5 M) EAST OF THE SOUTH LEG OF NSP
 PP3442'PRAIRIE ISLAND SIGN, AND 2.2 FT (0.7 M) NORTH OF A STEEL WITNESS
 PP3442'POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 PP3442'DISK STAMPED---2514 AM 1988---, IS SET IN A DRILL HOLE IN THE BASE
 PP3442'FOR THE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3441 ***********************************************************************
 PP3441  DESIGNATION -  2514 AN
 PP3441  PID         -  PP3441
 PP3441  STATE/COUNTY-  MN/DAKOTA
 PP3441  USGS QUAD   -  WELCH (1991)
 PP3441
 PP3441                         *CURRENT SURVEY CONTROL
 PP3441  ___________________________________________________________________
 PP3441* NAD 83(1986)-  44 36 02.     (N)    092 42 59.     (W)     SCALED    
 PP3441* NAVD 88     -       319.933  (meters)    1049.65   (feet)  ADJUSTED  
 PP3441  ___________________________________________________________________
 PP3441  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 PP3441  DYNAMIC HT  -         319.889 (meters)    1049.50  (feet)  COMP
 PP3441  MODELED GRAV-     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
 PP3441.and adjusted by the National Geodetic Survey in June 1995..
 PP3441
 PP3441.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3439 ***********************************************************************
 PP3439  DESIGNATION -  2514 AP
 PP3439  PID         -  PP3439
 PP3439  STATE/COUNTY-  MN/GOODHUE
 PP3439  USGS QUAD   -  WELCH (1991)
 PP3439
 PP3439                         *CURRENT SURVEY CONTROL
 PP3439  ___________________________________________________________________
 PP3439* NAD 83(1986)-  44 36 03.     (N)    092 44 18.     (W)     SCALED    
 PP3439* NAVD 88     -       313.366  (meters)    1028.10   (feet)  ADJUSTED  
 PP3439  ___________________________________________________________________
 PP3439  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 PP3439  DYNAMIC HT  -         313.322 (meters)    1027.96  (feet)  COMP
 PP3439  MODELED GRAV-     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
 PP3439.and adjusted by the National Geodetic Survey in June 1995..
 PP3439
 PP3439.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3438 ***********************************************************************
 PP3438  DESIGNATION -  2514 AQ
 PP3438  PID         -  PP3438
 PP3438  STATE/COUNTY-  MN/GOODHUE
 PP3438  USGS QUAD   -  MIESVILLE (1974)
 PP3438
 PP3438                         *CURRENT SURVEY CONTROL
 PP3438  ___________________________________________________________________
 PP3438* NAD 83(1986)-  44 35 59.     (N)    092 45 08.     (W)     SCALED    
 PP3438* NAVD 88     -       310.655  (meters)    1019.21   (feet)  ADJUSTED  
 PP3438  ___________________________________________________________________
 PP3438  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 PP3438  DYNAMIC HT  -         310.610 (meters)    1019.06  (feet)  COMP
 PP3438  MODELED GRAV-     980,463.1   (mgal)                       NAVD 88
 PP3438
 PP3438  VERT ORDER  -  SECOND    CLASS I
 PP3438
 PP3438.The horizontal coordinates were scaled from a topographic map and have
 PP3438.an estimated accuracy of +/- 6 seconds.
 PP3438
 PP3438.The orthometric height was determined by differential leveling
 PP3438.and adjusted by the National Geodetic Survey in June 1995..
 PP3438
 PP3438.The geoid height was determined by GEOID03.
 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     -   278,500.      899,050.      MT  (+/- 180 meters Scaled)
 PP3438
 PP3438                          SUPERSEDED SURVEY CONTROL
 PP3438
 PP3438.No superseded survey control is available for this station.
 PP3438
 PP3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK196385(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3438
 PP3438  HISTORY     - Date     Condition        Report By
 PP3438  HISTORY     - 1988     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3437 ***********************************************************************
 PP3437  DESIGNATION -  2514 AR
 PP3437  PID         -  PP3437
 PP3437  STATE/COUNTY-  MN/GOODHUE
 PP3437  USGS QUAD   -  MIESVILLE (1974)
 PP3437
 PP3437                         *CURRENT SURVEY CONTROL
 PP3437  ___________________________________________________________________
 PP3437* NAD 83(1986)-  44 36 02.     (N)    092 46 09.     (W)     SCALED    
 PP3437* NAVD 88     -       310.788  (meters)    1019.64   (feet)  ADJUSTED  
 PP3437  ___________________________________________________________________
 PP3437  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 PP3437  DYNAMIC HT  -         310.741 (meters)    1019.49  (feet)  COMP
 PP3437  MODELED GRAV-     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
 PP3437.and adjusted by the National Geodetic Survey in June 1995..
 PP3437
 PP3437.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3436 ***********************************************************************
 PP3436  DESIGNATION -  2514 AS
 PP3436  PID         -  PP3436
 PP3436  STATE/COUNTY-  MN/GOODHUE
 PP3436  USGS QUAD   -  MIESVILLE (1974)
 PP3436
 PP3436                         *CURRENT SURVEY CONTROL
 PP3436  ___________________________________________________________________
 PP3436* NAD 83(1986)-  44 36 02.     (N)    092 47 05.     (W)     SCALED    
 PP3436* NAVD 88     -       306.561  (meters)    1005.78   (feet)  ADJUSTED  
 PP3436  ___________________________________________________________________
 PP3436  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 PP3436  DYNAMIC HT  -         306.514 (meters)    1005.62  (feet)  COMP
 PP3436  MODELED GRAV-     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
 PP3436.and adjusted by the National Geodetic Survey in June 1995..
 PP3436
 PP3436.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3461 ***********************************************************************
 PP3461  DESIGNATION -  2514 E 1
 PP3461  PID         -  PP3461
 PP3461  STATE/COUNTY-  MN/GOODHUE
 PP3461  USGS QUAD   -  RED WING (1994)
 PP3461
 PP3461                         *CURRENT SURVEY CONTROL
 PP3461  ___________________________________________________________________
 PP3461* NAD 83(1986)-  44 34 11.     (N)    092 35 30.     (W)     SCALED    
 PP3461* NAVD 88     -       221.159  (meters)     725.59   (feet)  ADJUSTED  
 PP3461  ___________________________________________________________________
 PP3461  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 PP3461  DYNAMIC HT  -         221.127 (meters)     725.48  (feet)  COMP
 PP3461  MODELED GRAV-     980,467.9   (mgal)                       NAVD 88
 PP3461
 PP3461  VERT ORDER  -  SECOND    CLASS I
 PP3461
 PP3461.The horizontal coordinates were scaled from a topographic map and have
 PP3461.an estimated accuracy of +/- 6 seconds.
 PP3461
 PP3461.The orthometric height was determined by differential leveling
 PP3461.and adjusted by the National Geodetic Survey in June 1995..
 PP3461
 PP3461.The geoid height was determined by GEOID03.
 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     -   275,380.      911,860.      MT  (+/- 180 meters Scaled)
 PP3461
 PP3461                          SUPERSEDED SURVEY CONTROL
 PP3461
 PP3461.No superseded survey control is available for this station.
 PP3461
 PP3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK324352(NAD 83)
 PP3461_MARKER: DB = BENCH MARK DISK
 PP3461_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3461_SP_SET: BOX CULVERT HEADWALL
 PP3461_STAMPING: 2514 E 1 1972
 PP3461_MARK LOGO: MNHD  
 PP3461_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3461+STABILITY: SURFACE MOTION
 PP3461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3461+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 PP3461
 PP3461  HISTORY     - Date     Condition        Report By
 PP3461  HISTORY     - 1972     MONUMENTED       MNHD
 PP3461  HISTORY     - 19880808 GOOD             MNDT
 PP3461  HISTORY     - 20030920 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3460 ***********************************************************************
 PP3460  DESIGNATION -  2514 F RESET
 PP3460  PID         -  PP3460
 PP3460  STATE/COUNTY-  MN/GOODHUE
 PP3460  USGS QUAD   -  RED WING (1994)
 PP3460
 PP3460                         *CURRENT SURVEY CONTROL
 PP3460  ___________________________________________________________________
 PP3460* NAD 83(1986)-  44 34 16.     (N)    092 35 45.     (W)     SCALED    
 PP3460* NAVD 88     -       217.219  (meters)     712.66   (feet)  ADJUSTED  
 PP3460  ___________________________________________________________________
 PP3460  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 PP3460  DYNAMIC HT  -         217.188 (meters)     712.56  (feet)  COMP
 PP3460  MODELED GRAV-     980,467.7   (mgal)                       NAVD 88
 PP3460
 PP3460  VERT ORDER  -  SECOND    CLASS I
 PP3460
 PP3460.The horizontal coordinates were scaled from a topographic map and have
 PP3460.an estimated accuracy of +/- 6 seconds.
 PP3460
 PP3460.The orthometric height was determined by differential leveling
 PP3460.and adjusted by the National Geodetic Survey in June 1995..
 PP3460
 PP3460.The geoid height was determined by GEOID03.
 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     -   275,530.      911,520.      MT  (+/- 180 meters Scaled)
 PP3460
 PP3460                          SUPERSEDED SURVEY CONTROL
 PP3460
 PP3460.No superseded survey control is available for this station.
 PP3460
 PP3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK320353(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 PP3460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3460+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 PP3460
 PP3460  HISTORY     - Date     Condition        Report By
 PP3460  HISTORY     - 1982     MONUMENTED       MNDT
 PP3460  HISTORY     - 19880808 GOOD             MNDT
 PP3460  HISTORY     - 20030920 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3450 ***********************************************************************
 PP3450  DESIGNATION -  2514 L 1
 PP3450  PID         -  PP3450
 PP3450  STATE/COUNTY-  MN/GOODHUE
 PP3450  USGS QUAD   -  WELCH (1991)
 PP3450
 PP3450                         *CURRENT SURVEY CONTROL
 PP3450  ___________________________________________________________________
 PP3450* NAD 83(1986)-  44 35 09.     (N)    092 39 27.     (W)     SCALED    
 PP3450* NAVD 88     -       221.092  (meters)     725.37   (feet)  ADJUSTED  
 PP3450  ___________________________________________________________________
 PP3450  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 PP3450  DYNAMIC HT  -         221.062 (meters)     725.27  (feet)  COMP
 PP3450  MODELED GRAV-     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
 PP3450.and adjusted by the National Geodetic Survey in June 1995..
 PP3450
 PP3450.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP3466 ***********************************************************************
 PP3466  DESIGNATION -  2514 L 2
 PP3466  PID         -  PP3466
 PP3466  STATE/COUNTY-  MN/GOODHUE
 PP3466  USGS QUAD   -  WELCH (1991)
 PP3466
 PP3466                         *CURRENT SURVEY CONTROL
 PP3466  ___________________________________________________________________
 PP3466* NAD 83(1986)-  44 35 09.     (N)    092 39 27.     (W)     SCALED    
 PP3466* NAVD 88     -       220.107  (meters)     722.13   (feet)  ADJUSTED  
 PP3466  ___________________________________________________________________
 PP3466  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 PP3466  DYNAMIC HT  -         220.077 (meters)     722.04  (feet)  COMP
 PP3466  MODELED GRAV-     980,473.8   (mgal)                       NAVD 88
 PP3466
 PP3466  VERT ORDER  -  SECOND    CLASS I
 PP3466
 PP3466.The horizontal coordinates were scaled from a topographic map and have
 PP3466.an estimated accuracy of +/- 6 seconds.
 PP3466
 PP3466.The orthometric height was determined by differential leveling
 PP3466.and adjusted by the National Geodetic Survey in June 1995..
 PP3466
 PP3466.The geoid height was determined by GEOID03.
 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     -   277,080.      906,600.      MT  (+/- 180 meters Scaled)
 PP3466
 PP3466                          SUPERSEDED SURVEY CONTROL
 PP3466
 PP3466.No superseded survey control is available for this station.
 PP3466
 PP3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK271370(NAD 83)
 PP3466_MARKER: DB = BENCH MARK DISK
 PP3466_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3466_SP_SET: BOX CULVERT HEADWALL
 PP3466_STAMPING: 2514 L 2 1972
 PP3466_MARK LOGO: MNHD  
 PP3466_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3466+STABILITY: SURFACE MOTION
 PP3466
 PP3466  HISTORY     - Date     Condition        Report By
 PP3466  HISTORY     - 1972     MONUMENTED       MNHD
 PP3466  HISTORY     - 19880808 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3449 ***********************************************************************
 PP3449  DESIGNATION -  2514 M
 PP3449  PID         -  PP3449
 PP3449  STATE/COUNTY-  MN/GOODHUE
 PP3449  USGS QUAD   -  WELCH (1991)
 PP3449
 PP3449                         *CURRENT SURVEY CONTROL
 PP3449  ___________________________________________________________________
 PP3449* NAD 83(1986)-  44 35 20.     (N)    092 39 41.     (W)     SCALED    
 PP3449* NAVD 88     -       230.089  (meters)     754.88   (feet)  ADJUSTED  
 PP3449  ___________________________________________________________________
 PP3449  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 PP3449  DYNAMIC HT  -         230.057 (meters)     754.78  (feet)  COMP
 PP3449  MODELED GRAV-     980,474.0   (mgal)                       NAVD 88
 PP3449
 PP3449  VERT ORDER  -  SECOND    CLASS I
 PP3449
 PP3449.The horizontal coordinates were scaled from a topographic map and have
 PP3449.an estimated accuracy of +/- 6 seconds.
 PP3449
 PP3449.The orthometric height was determined by differential leveling
 PP3449.and adjusted by the National Geodetic Survey in June 1995..
 PP3449
 PP3449.The geoid height was determined by GEOID03.
 PP3449
 PP3449.The dynamic height is computed by dividing the NAVD 88
 PP3449.geopotential number by the normal gravity value computed on the
 PP3449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3449.degrees latitude (g = 980.6199 gals.).
 PP3449
 PP3449.The modeled gravity was interpolated from observed gravity values.
 PP3449
 PP3449;                    North         East    Units  Estimated Accuracy
 PP3449;SPC MN S     -   277,410.      906,280.      MT  (+/- 180 meters Scaled)
 PP3449
 PP3449                          SUPERSEDED SURVEY CONTROL
 PP3449
 PP3449.No superseded survey control is available for this station.
 PP3449
 PP3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK268373(NAD 83)
 PP3449_MARKER: DB = BENCH MARK DISK
 PP3449_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3449_SP_SET: BOX CULVERT HEADWALL
 PP3449_STAMPING: 2514 M 1972
 PP3449_MARK LOGO: MNHD  
 PP3449_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3449+STABILITY: SURFACE MOTION
 PP3449
 PP3449  HISTORY     - Date     Condition        Report By
 PP3449  HISTORY     - 1972     MONUMENTED       MNHD
 PP3449  HISTORY     - 19880808 GOOD             MNDT
 PP3449
 PP3449                          STATION DESCRIPTION
 PP3449
 PP3449'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3449'THE MARK IS LOCATED IN THE WESTERN PART OF THE CITY OF RED WING 1.9 MI
 PP3449'(3.1 KM) NORTHWEST ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH
 PP3449'TRUNK HIGHWAY 19 IN RED WING, IN A BOX CULVERT UNDER HIGHWAY 61 AND
 PP3449'IN THE SE 1/4 OF SECTION 18, T113N, R15W.  THE MARK IS 23.0 FT
 PP3449'(7.0 M) SOUTH OF AND ABOUT 3 FT (0.9 M) LOWER THAN THE CENTERLINE OF
 PP3449'HIGHWAY 61 AT MILEPOINT 98.45, 106.0 FT (32.3 M) SOUTHEAST OF THE
 PP3449'CENTER OF AN ENTRANCE TO A HOUSE AND 52.0 FT (15.8 M) NORTHWEST OF AN
 PP3449'ENTRANCE TO THE WOODS.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 PP3449'STAMPED---2514 M 1972---, IS SET IN THE TOP OF THE SOUTHEAST CORNER
 PP3449'OF THE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3447 ***********************************************************************
 PP3447  DESIGNATION -  2514 R
 PP3447  PID         -  PP3447
 PP3447  STATE/COUNTY-  MN/GOODHUE
 PP3447  USGS QUAD   -  WELCH (1991)
 PP3447
 PP3447                         *CURRENT SURVEY CONTROL
 PP3447  ___________________________________________________________________
 PP3447* NAD 83(1986)-  44 35 28.     (N)    092 40 45.     (W)     SCALED    
 PP3447* NAVD 88     -       259.174  (meters)     850.31   (feet)  ADJUSTED  
 PP3447  ___________________________________________________________________
 PP3447  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 PP3447  DYNAMIC HT  -         259.138 (meters)     850.19  (feet)  COMP
 PP3447  MODELED GRAV-     980,473.0   (mgal)                       NAVD 88
 PP3447
 PP3447  VERT ORDER  -  SECOND    CLASS I
 PP3447
 PP3447.The horizontal coordinates were scaled from a topographic map and have
 PP3447.an estimated accuracy of +/- 6 seconds.
 PP3447
 PP3447.The orthometric height was determined by differential leveling
 PP3447.and adjusted by the National Geodetic Survey in June 1995..
 PP3447
 PP3447.The geoid height was determined by GEOID03.
 PP3447
 PP3447.The dynamic height is computed by dividing the NAVD 88
 PP3447.geopotential number by the normal gravity value computed on the
 PP3447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3447.degrees latitude (g = 980.6199 gals.).
 PP3447
 PP3447.The modeled gravity was interpolated from observed gravity values.
 PP3447
 PP3447;                    North         East    Units  Estimated Accuracy
 PP3447;SPC MN S     -   277,640.      904,870.      MT  (+/- 180 meters Scaled)
 PP3447
 PP3447                          SUPERSEDED SURVEY CONTROL
 PP3447
 PP3447.No superseded survey control is available for this station.
 PP3447
 PP3447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK254375(NAD 83)
 PP3447_MARKER: DB = BENCH MARK DISK
 PP3447_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3447_SP_SET: BOX CULVERT HEADWALL
 PP3447_STAMPING: 2514 R 1972
 PP3447_MARK LOGO: MNHD  
 PP3447_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3447+STABILITY: SURFACE MOTION
 PP3447
 PP3447  HISTORY     - Date     Condition        Report By
 PP3447  HISTORY     - 1972     MONUMENTED       MNHD
 PP3447  HISTORY     - 19880808 GOOD             MNDT
 PP3447
 PP3447                          STATION DESCRIPTION
 PP3447
 PP3447'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3447'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) WEST OF THE CITY OF RED
 PP3447'WING, 2.8 MI (4.5 KM) NORTHWEST ALONG TRUNK HIGHWAY 61 FROM ITS
 PP3447'JUNCTION WITH TRUNK HIGHWAY 19 IN RED WING, IN A BOX CULVERT (HIGHWAY
 PP3447'61 OVER A SMALL CREEK) AND IN THE SE 1/4 OF SECTION 13, T113N, R16W.
 PP3447'THE MARK IS 23.0 FT (7.0 M) SOUTH OF AND ABOUT 4 FT (1.2 M) LOWER
 PP3447'THAN THE CENTERLINE OF HIGHWAY 61 AT MILEPOINT 99.4 AND 28.0 FT
 PP3447'(8.5 M) WEST OF A FIELD ENTRANCE.  THE MARK, A STANDARD MNHD BENCH
 PP3447'MARK DISK STAMPED---2514 R 1972---, IS SET IN THE TOP OF THE
 PP3447'SOUTHEAST CORNER OF THE CONCRETE BOX CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3444 ***********************************************************************
 PP3444  DESIGNATION -  2514 V
 PP3444  PID         -  PP3444
 PP3444  STATE/COUNTY-  MN/GOODHUE
 PP3444  USGS QUAD   -  WELCH (1991)
 PP3444
 PP3444                         *CURRENT SURVEY CONTROL
 PP3444  ___________________________________________________________________
 PP3444* NAD 83(1986)-  44 36 03.     (N)    092 41 34.     (W)     SCALED    
 PP3444* NAVD 88     -       314.562  (meters)    1032.03   (feet)  ADJUSTED  
 PP3444  ___________________________________________________________________
 PP3444  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 PP3444  DYNAMIC HT  -         314.519 (meters)    1031.88  (feet)  COMP
 PP3444  MODELED GRAV-     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
 PP3444.and adjusted by the National Geodetic Survey in June 1995..
 PP3444
 PP3444.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3443 ***********************************************************************
 PP3443  DESIGNATION -  2514 W
 PP3443  PID         -  PP3443
 PP3443  STATE/COUNTY-  MN/GOODHUE
 PP3443  USGS QUAD   -  WELCH (1991)
 PP3443
 PP3443                         *CURRENT SURVEY CONTROL
 PP3443  ___________________________________________________________________
 PP3443* NAD 83(1986)-  44 36 17.     (N)    092 42 08.     (W)     SCALED    
 PP3443* NAVD 88     -       316.356  (meters)    1037.91   (feet)  ADJUSTED  
 PP3443  ___________________________________________________________________
 PP3443  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 PP3443  DYNAMIC HT  -         316.313 (meters)    1037.77  (feet)  COMP
 PP3443  MODELED GRAV-     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
 PP3443.and adjusted by the National Geodetic Survey in June 1995..
 PP3443
 PP3443.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 PP3443_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 PP3443_SP_SET: DRIVEN STEEL POST
 PP3443_STAMPING: 2514 W 1972
 PP3443_MARK LOGO: MNHD  
 PP3443_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3443
 PP3443  HISTORY     - Date     Condition        Report By
 PP3443  HISTORY     - 1972     MONUMENTED       MNHD
 PP3443  HISTORY     - 19880808 GOOD             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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3464 ***********************************************************************
 PP3464  DESIGNATION -  2514 Z
 PP3464  PID         -  PP3464
 PP3464  STATE/COUNTY-  MN/GOODHUE
 PP3464  USGS QUAD   -  RED WING (1994)
 PP3464
 PP3464                         *CURRENT SURVEY CONTROL
 PP3464  ___________________________________________________________________
 PP3464* NAD 83(1986)-  44 33 47.     (N)    092 33 44.     (W)     SCALED    
 PP3464* NAVD 88     -       224.694  (meters)     737.18   (feet)  ADJUSTED  
 PP3464  ___________________________________________________________________
 PP3464  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 PP3464  DYNAMIC HT  -         224.662 (meters)     737.08  (feet)  COMP
 PP3464  MODELED GRAV-     980,471.0   (mgal)                       NAVD 88
 PP3464
 PP3464  VERT ORDER  -  SECOND    CLASS I
 PP3464
 PP3464.The horizontal coordinates were scaled from a topographic map and have
 PP3464.an estimated accuracy of +/- 6 seconds.
 PP3464
 PP3464.The orthometric height was determined by differential leveling
 PP3464.and adjusted by the National Geodetic Survey in June 1995..
 PP3464
 PP3464.The geoid height was determined by GEOID03.
 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     -   274,680.      914,210.      MT  (+/- 180 meters Scaled)
 PP3464
 PP3464                          SUPERSEDED SURVEY CONTROL
 PP3464
 PP3464.No superseded survey control is available for this station.
 PP3464
 PP3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK347345(NAD 83)
 PP3464_MARKER: DV = VERTICAL CONTROL DISK
 PP3464_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PP3464_SP_SET: BRIDGE RAILING
 PP3464_STAMPING: 2514 Z 1988
 PP3464_MARK LOGO: MNDT  
 PP3464_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3464
 PP3464  HISTORY     - Date     Condition        Report By
 PP3464  HISTORY     - 1988     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0420 ***********************************************************************
 PP0420  DESIGNATION -  2515 B
 PP0420  PID         -  PP0420
 PP0420  STATE/COUNTY-  MN/GOODHUE
 PP0420  USGS QUAD   -  RED WING (1994)
 PP0420
 PP0420                         *CURRENT SURVEY CONTROL
 PP0420  ___________________________________________________________________
 PP0420* NAD 83(1986)-  44 34 10.     (N)    092 31 56.     (W)     SCALED    
 PP0420* NAVD 88     -       224.987  (meters)     738.14   (feet)  ADJUSTED  
 PP0420  ___________________________________________________________________
 PP0420  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 PP0420  DYNAMIC HT  -         224.956 (meters)     738.04  (feet)  COMP
 PP0420  MODELED GRAV-     980,474.1   (mgal)                       NAVD 88
 PP0420
 PP0420  VERT ORDER  -  FIRST     CLASS I
 PP0420
 PP0420.The horizontal coordinates were scaled from a topographic map and have
 PP0420.an estimated accuracy of +/- 6 seconds.
 PP0420
 PP0420.The orthometric height was determined by differential leveling
 PP0420.and adjusted by the National Geodetic Survey in June 1991..
 PP0420
 PP0420.The geoid height was determined by GEOID03.
 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     -   275,430.      916,580.      MT  (+/- 180 meters Scaled)
 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: 15TWK371352(NAD 83)
 PP0420_MARKER: DB = BENCH MARK DISK
 PP0420_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0420_SP_SET: BRIDGE WALKWAY
 PP0420_STAMPING: 2515 B 1961 738.20
 PP0420_MARK LOGO: MNHD  
 PP0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0420+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1483 ***********************************************************************
 PP1483  DESIGNATION -  258 4
 PP1483  PID         -  PP1483
 PP1483  STATE/COUNTY-  MN/DAKOTA
 PP1483  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1483
 PP1483                         *CURRENT SURVEY CONTROL
 PP1483  ___________________________________________________________________
 PP1483* NAD 83(1986)-  44 51 28.     (N)    093 01 12.     (W)     SCALED    
 PP1483* NAVD 88     -       217.381  (meters)     713.19   (feet)  ADJUSTED  
 PP1483  ___________________________________________________________________
 PP1483  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 PP1483  DYNAMIC HT  -         217.375 (meters)     713.17  (feet)  COMP
 PP1483  MODELED GRAV-     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
 PP1483.and adjusted by the National Geodetic Survey in June 1991..
 PP1483
 PP1483.The geoid height was determined by GEOID03.
 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_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             NGS
 PP1483  HISTORY     - 1973     MARK NOT FOUND   NGS
 PP1483
 PP1483                          STATION DESCRIPTION
 PP1483
 PP1483'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 TB0283 ***********************************************************************
 TB0283  DESIGNATION -  258 A
 TB0283  PID         -  TB0283
 TB0283  STATE/COUNTY-  MN/KOOCHICHING
 TB0283  USGS QUAD   -  INTERNATIONAL FALLS (1983)
 TB0283
 TB0283                         *CURRENT SURVEY CONTROL
 TB0283  ___________________________________________________________________
 TB0283* NAD 83(1986)-  48 35 34.     (N)    093 24 13.     (W)     SCALED    
 TB0283* NAVD 88     -       345.055  (meters)    1132.07   (feet)  ADJUSTED  
 TB0283  ___________________________________________________________________
 TB0283  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 TB0283  DYNAMIC HT  -         345.134 (meters)    1132.33  (feet)  COMP
 TB0283  MODELED GRAV-     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
 TB0283.and adjusted by the National Geodetic Survey in June 1991..
 TB0283.WARNING-Repeat measurements at this control monument indicate possible
 TB0283.vertical movement.
 TB0283
 TB0283.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 TB0283_SETTING: 66 = SET IN ROCK OUTCROP
 TB0283_SP_SET: ROCK LEDGE
 TB0283_STAMPING: 258-A 1973
 TB0283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0283+STABILITY: POSITION/ELEVATION WELL
 TB0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TB0283+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0294 ***********************************************************************
 TB0294  DESIGNATION -  258 B
 TB0294  PID         -  TB0294
 TB0294  STATE/COUNTY-  MN/KOOCHICHING
 TB0294  USGS QUAD   -  RANIER (1986)
 TB0294
 TB0294                         *CURRENT SURVEY CONTROL
 TB0294  ___________________________________________________________________
 TB0294* NAD 83(1996)-  48 33 20.04905(N)    093 22 28.04315(W)     ADJUSTED  
 TB0294* NAVD 88     -       354.789  (meters)    1164.00   (feet)  ADJUSTED  
 TB0294  ___________________________________________________________________
 TB0294  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 TB0294  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 TB0294  DYNAMIC HT  -         354.870 (meters)    1164.27  (feet)  COMP
 TB0294  MODELED GRAV-     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
 TB0294.and adjusted by the National Geodetic Survey in June 1991..
 TB0294
 TB0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 TB0294
 TB0294.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TB0294;SPC MN N     -   328,569.666   779,739.870   MT  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_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 = OCTOBER  6, 2006
 TB0295 ***********************************************************************
 TB0295  DESIGNATION -  258 C
 TB0295  PID         -  TB0295
 TB0295  STATE/COUNTY-  MN/KOOCHICHING
 TB0295  USGS QUAD   -  RANIER (1986)
 TB0295
 TB0295                         *CURRENT SURVEY CONTROL
 TB0295  ___________________________________________________________________
 TB0295* NAD 83(1996)-  48 32 04.98023(N)    093 22 29.78662(W)     ADJUSTED  
 TB0295* NAVD 88     -       348.431  (meters)    1143.14   (feet)  ADJUSTED  
 TB0295  ___________________________________________________________________
 TB0295  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 TB0295  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 TB0295  DYNAMIC HT  -         348.509 (meters)    1143.40  (feet)  COMP
 TB0295  MODELED GRAV-     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
 TB0295.and adjusted by the National Geodetic Survey in June 1991..
 TB0295
 TB0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 TB0295
 TB0295.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TB0295;SPC MN N     -   326,251.043   779,695.872   MT  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_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 = OCTOBER  6, 2006
 TB0300 ***********************************************************************
 TB0300  DESIGNATION -  258 D
 TB0300  PID         -  TB0300
 TB0300  STATE/COUNTY-  MN/KOOCHICHING
 TB0300  USGS QUAD   -  RANIER (1986)
 TB0300
 TB0300                         *CURRENT SURVEY CONTROL
 TB0300  ___________________________________________________________________
 TB0300* NAD 83(1996)-  48 30 21.08233(N)    093 22 28.85847(W)     ADJUSTED  
 TB0300* NAVD 88     -       350.451  (meters)    1149.77   (feet)  ADJUSTED  
 TB0300  ___________________________________________________________________
 TB0300  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 TB0300  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 TB0300  DYNAMIC HT  -         350.529 (meters)    1150.03  (feet)  COMP
 TB0300  MODELED GRAV-     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
 TB0300.and adjusted by the National Geodetic Survey in June 1991..
 TB0300
 TB0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 TB0300
 TB0300.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TB0300;SPC MN N     -   323,041.775   779,703.508   MT  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: 15UVP7232572594(NAD 83)
 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 = OCTOBER  6, 2006
 TB0438 ***********************************************************************
 TB0438  DESIGNATION -  258 E
 TB0438  PID         -  TB0438
 TB0438  STATE/COUNTY-  MN/KOOCHICHING
 TB0438  USGS QUAD   -  ERICSBURG (1986)
 TB0438
 TB0438                         *CURRENT SURVEY CONTROL
 TB0438  ___________________________________________________________________
 TB0438* NAD 83(1986)-  48 29 22.     (N)    093 21 08.     (W)     SCALED    
 TB0438* NAVD 88     -       346.403  (meters)    1136.49   (feet)  ADJUSTED  
 TB0438  ___________________________________________________________________
 TB0438  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 TB0438  DYNAMIC HT  -         346.480 (meters)    1136.74  (feet)  COMP
 TB0438  MODELED GRAV-     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
 TB0438.and adjusted by the National Geodetic Survey in June 1991..
 TB0438
 TB0438.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0302 ***********************************************************************
 TB0302  DESIGNATION -  258 F
 TB0302  PID         -  TB0302
 TB0302  STATE/COUNTY-  MN/KOOCHICHING
 TB0302  USGS QUAD   -  ERICSBURG (1986)
 TB0302
 TB0302                         *CURRENT SURVEY CONTROL
 TB0302  ___________________________________________________________________
 TB0302* NAD 83(1996)-  48 28 59.68386(N)    093 19 15.37332(W)     ADJUSTED  
 TB0302* NAVD 88     -       339.438  (meters)    1113.64   (feet)  ADJUSTED  
 TB0302  ___________________________________________________________________
 TB0302  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 TB0302  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 TB0302  DYNAMIC HT  -         339.513 (meters)    1113.89  (feet)  COMP
 TB0302  MODELED GRAV-     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
 TB0302.and adjusted by the National Geodetic Survey in June 1991..
 TB0302
 TB0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 TB0302
 TB0302.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TB0302;SPC MN N     -   320,514.825   783,667.626   MT  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: 15UVP7628470063(NAD 83)
 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 = OCTOBER  6, 2006
 TB0309 ***********************************************************************
 TB0309  DESIGNATION -  258 G
 TB0309  PID         -  TB0309
 TB0309  STATE/COUNTY-  MN/KOOCHICHING
 TB0309  USGS QUAD   -  ERICSBURG (1986)
 TB0309
 TB0309                         *CURRENT SURVEY CONTROL
 TB0309  ___________________________________________________________________
 TB0309* NAD 83(1996)-  48 26 44.97534(N)    093 15 46.19975(W)     ADJUSTED  
 TB0309* NAVD 88     -       356.657  (meters)    1170.13   (feet)  ADJUSTED  
 TB0309  ___________________________________________________________________
 TB0309  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 TB0309  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 TB0309  DYNAMIC HT  -         356.734 (meters)    1170.38  (feet)  COMP
 TB0309  MODELED GRAV-     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
 TB0309.and adjusted by the National Geodetic Survey in June 1991..
 TB0309
 TB0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 TB0309
 TB0309.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TB0309;SPC MN N     -   316,343.353   787,954.070   MT  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     -   0.99994892  x   0.99995962  =   0.99990854
 TB0309!UTM  15      -   0.99994892  x   0.99960464  =   0.99955358
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0316 ***********************************************************************
 TB0316  DESIGNATION -  258 H
 TB0316  PID         -  TB0316
 TB0316  STATE/COUNTY-  MN/KOOCHICHING
 TB0316  USGS QUAD   -  RAY (1986)
 TB0316
 TB0316                         *CURRENT SURVEY CONTROL
 TB0316  ___________________________________________________________________
 TB0316* NAD 83(1996)-  48 25 03.42884(N)    093 12 54.48150(W)     ADJUSTED  
 TB0316* NAVD 88     -       359.327  (meters)    1178.89   (feet)  ADJUSTED  
 TB0316  ___________________________________________________________________
 TB0316  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 TB0316  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 TB0316  DYNAMIC HT  -         359.403 (meters)    1179.14  (feet)  COMP
 TB0316  MODELED GRAV-     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
 TB0316.and adjusted by the National Geodetic Survey in June 1991..
 TB0316
 TB0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 TB0316
 TB0316.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TB0316;SPC MN N     -   313,200.524   791,478.066   MT  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: 15UVP8408262741(NAD 83)
 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 - May 24, 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0154 ***********************************************************************
 TB0154  DESIGNATION -  258 K
 TB0154  PID         -  TB0154
 TB0154  STATE/COUNTY-  MN/ST LOUIS
 TB0154  USGS QUAD   -  ASH RIVER SW (1986)
 TB0154
 TB0154                         *CURRENT SURVEY CONTROL
 TB0154  ___________________________________________________________________
 TB0154* NAD 83(1986)-  48 20 59.     (N)    092 57 45.     (W)     SCALED    
 TB0154* NAVD 88     -       387.100  (meters)    1270.01   (feet)  ADJUSTED  
 TB0154  ___________________________________________________________________
 TB0154  GEOID HEIGHT-         -30.96  (meters)                     GEOID03
 TB0154  DYNAMIC HT  -         387.178 (meters)    1270.27  (feet)  COMP
 TB0154  MODELED GRAV-     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
 TB0154.and adjusted by the National Geodetic Survey in June 1991..
 TB0154
 TB0154.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0180 ***********************************************************************
 TB0180  DESIGNATION -  258 L
 TB0180  PID         -  TB0180
 TB0180  STATE/COUNTY-  MN/ST LOUIS
 TB0180  USGS QUAD   -  ASH RIVER SW (1986)
 TB0180
 TB0180                         *CURRENT SURVEY CONTROL
 TB0180  ___________________________________________________________________
 TB0180* NAD 83(1986)-  48 16 32.     (N)    092 56 55.     (W)     SCALED    
 TB0180* NAVD 88     -       383.731  (meters)    1258.96   (feet)  ADJUSTED  
 TB0180  ___________________________________________________________________
 TB0180  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 TB0180  DYNAMIC HT  -         383.804 (meters)    1259.20  (feet)  COMP
 TB0180  MODELED GRAV-     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
 TB0180.and adjusted by the National Geodetic Survey in June 1991..
 TB0180
 TB0180.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0182 ***********************************************************************
 TB0182  DESIGNATION -  258 M
 TB0182  PID         -  TB0182
 TB0182  STATE/COUNTY-  MN/ST LOUIS
 TB0182  USGS QUAD   -  ASH RIVER SW (1986)
 TB0182
 TB0182                         *CURRENT SURVEY CONTROL
 TB0182  ___________________________________________________________________
 TB0182* NAD 83(1986)-  48 16 01.     (N)    092 56 36.     (W)     SCALED    
 TB0182* NAVD 88     -       384.287  (meters)    1260.78   (feet)  ADJUSTED  
 TB0182  ___________________________________________________________________
 TB0182  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 TB0182  DYNAMIC HT  -         384.359 (meters)    1261.02  (feet)  COMP
 TB0182  MODELED GRAV-     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
 TB0182.and adjusted by the National Geodetic Survey in June 1991..
 TB0182
 TB0182.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0055 ***********************************************************************
 TB0055  DESIGNATION -  258 N
 TB0055  PID         -  TB0055
 TB0055  STATE/COUNTY-  MN/ST LOUIS
 TB0055  USGS QUAD   -  ASH LAKE (1986)
 TB0055
 TB0055                         *CURRENT SURVEY CONTROL
 TB0055  ___________________________________________________________________
 TB0055* NAD 83(1986)-  48 14 14.     (N)    092 55 36.     (W)     SCALED    
 TB0055* NAVD 88     -       399.817  (meters)    1311.73   (feet)  ADJUSTED  
 TB0055  ___________________________________________________________________
 TB0055  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 TB0055  DYNAMIC HT  -         399.890 (meters)    1311.97  (feet)  COMP
 TB0055  MODELED GRAV-     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
 TB0055.and adjusted by the National Geodetic Survey in June 1991..
 TB0055
 TB0055.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0059 ***********************************************************************
 TB0059  DESIGNATION -  258 P
 TB0059  PID         -  TB0059
 TB0059  STATE/COUNTY-  MN/ST LOUIS
 TB0059  USGS QUAD   -  ASH LAKE (1986)
 TB0059
 TB0059                         *CURRENT SURVEY CONTROL
 TB0059  ___________________________________________________________________
 TB0059* NAD 83(1986)-  48 13 04.     (N)    092 54 50.     (W)     SCALED    
 TB0059* NAVD 88     -       401.696  (meters)    1317.90   (feet)  ADJUSTED  
 TB0059  ___________________________________________________________________
 TB0059  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 TB0059  DYNAMIC HT  -         401.768 (meters)    1318.13  (feet)  COMP
 TB0059  MODELED GRAV-     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
 TB0059.and adjusted by the National Geodetic Survey in June 1991..
 TB0059
 TB0059.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0616 ***********************************************************************
 TB0616  DESIGNATION -  258 Q RESET
 TB0616  PID         -  TB0616
 TB0616  STATE/COUNTY-  MN/ST LOUIS
 TB0616  USGS QUAD   -  ASH LAKE (1986)
 TB0616
 TB0616                         *CURRENT SURVEY CONTROL
 TB0616  ___________________________________________________________________
 TB0616* NAD 83(1986)-  48 10 14.     (N)    092 52 45.     (W)     SCALED    
 TB0616* NAVD 88     -       408.624  (meters)    1340.63   (feet)  ADJUSTED  
 TB0616  ___________________________________________________________________
 TB0616  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 TB0616  DYNAMIC HT  -         408.694 (meters)    1340.86  (feet)  COMP
 TB0616  MODELED GRAV-     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
 TB0616.and adjusted by the National Geodetic Survey in June 1991..
 TB0616
 TB0616.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF5923 ***********************************************************************
 DF5923  DESIGNATION -  26
 DF5923  PID         -  DF5923
 DF5923  STATE/COUNTY-  MN/PINE
 DF5923  USGS QUAD   -  LAKE CLAYTON (1982)
 DF5923
 DF5923                         *CURRENT SURVEY CONTROL
 DF5923  ___________________________________________________________________
 DF5923* NAD 83(1996)-  45 58 58.84933(N)    092 40 18.51695(W)     ADJUSTED  
 DF5923* NAVD 88     -       287.1    (meters)     942.     (feet)  GPS OBS   
 DF5923  ___________________________________________________________________
 DF5923  X           -    -206,963.971 (meters)                     COMP
 DF5923  Y           -  -4,435,032.547 (meters)                     COMP
 DF5923  Z           -   4,564,123.033 (meters)                     COMP
 DF5923  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 DF5923  ELLIP HEIGHT-         260.37  (meters)          (05/27/03) GPS OBS
 DF5923  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DF5923
 DF5923  HORZ ORDER  -  FIRST
 DF5923  ELLP ORDER  -  THIRD     CLASS I
 DF5923
 DF5923.The horizontal coordinates were established by GPS observations
 DF5923.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5923
 DF5923.The orthometric height was determined by GPS observations and a
 DF5923.high-resolution geoid model.
 DF5923
 DF5923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5923
 DF5923.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5923
 DF5923.The ellipsoidal height was determined by GPS observations
 DF5923.and is referenced to NAD 83.
 DF5923
 DF5923.The geoid height was determined by GEOID03.
 DF5923
 DF5923;                    North         East     Units Scale Factor Converg.
 DF5923;SPC MN C     -   210,476.257   922,273.855   MT  0.99994078   +1 08 29.9
 DF5923;UTM  15      - 5,092,212.556   525,420.261   MT  0.99960794   +0 14 09.6
 DF5923
 DF5923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5923!SPC MN C     -   0.99995918  x   0.99994078  =   0.99989997
 DF5923!UTM  15      -   0.99995918  x   0.99960794  =   0.99956714
 DF5923
 DF5923                          SUPERSEDED SURVEY CONTROL
 DF5923
 DF5923.No superseded survey control is available for this station.
 DF5923
 DF5923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2542092213(NAD 83)
 DF5923_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5923_STAMPING: NO 26
 DF5923_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5923+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5923
 DF5923  HISTORY     - Date     Condition        Report By
 DF5923  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8693 ***********************************************************************
 DF8693  DESIGNATION -  26
 DF8693  PID         -  DF8693
 DF8693  STATE/COUNTY-  MN/KANABEC
 DF8693  USGS QUAD   -  MORA NORTH (1980)
 DF8693
 DF8693                         *CURRENT SURVEY CONTROL
 DF8693  ___________________________________________________________________
 DF8693* NAD 83(1996)-  45 58 28.43961(N)    093 16 38.54356(W)     ADJUSTED  
 DF8693* NAVD 88     -       321.8    (meters)    1056.     (feet)  GPS OBS   
 DF8693  ___________________________________________________________________
 DF8693  X           -    -253,865.637 (meters)                     COMP
 DF8693  Y           -  -4,433,294.966 (meters)                     COMP
 DF8693  Z           -   4,563,494.811 (meters)                     COMP
 DF8693  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 DF8693  ELLIP HEIGHT-         294.13  (meters)          (10/22/03) GPS OBS
 DF8693  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DF8693
 DF8693  HORZ ORDER  -  FIRST
 DF8693  ELLP ORDER  -  THIRD     CLASS II
 DF8693
 DF8693.The horizontal coordinates were established by GPS observations
 DF8693.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8693
 DF8693.The orthometric height was determined by GPS observations and a
 DF8693.high-resolution geoid model.
 DF8693
 DF8693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8693
 DF8693.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8693
 DF8693.The ellipsoidal height was determined by GPS observations
 DF8693.and is referenced to NAD 83.
 DF8693
 DF8693.The geoid height was determined by GEOID03.
 DF8693
 DF8693;                    North         East     Units Scale Factor Converg.
 DF8693;SPC MN C     -   208,781.965   875,371.104   MT  0.99994169   +0 42 12.9
 DF8693;UTM  15      - 5,091,259.066   478,512.515   MT  0.99960568   -0 11 58.0
 DF8693
 DF8693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8693!SPC MN C     -   0.99995389  x   0.99994169  =   0.99989558
 DF8693!UTM  15      -   0.99995389  x   0.99960568  =   0.99955959
 DF8693
 DF8693                          SUPERSEDED SURVEY CONTROL
 DF8693
 DF8693.No superseded survey control is available for this station.
 DF8693
 DF8693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7851391259(NAD 83)
 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 = OCTOBER  6, 2006
 AH9860 ***********************************************************************
 AH9860  DESIGNATION -  26 CER
 AH9860  PID         -  AH9860
 AH9860  STATE/COUNTY-  MN/CLEARWATER
 AH9860  USGS QUAD   -  ROY LAKE (1969)
 AH9860
 AH9860                         *CURRENT SURVEY CONTROL
 AH9860  ___________________________________________________________________
 AH9860* NAD 83(1986)-  47 18 46.     (N)    095 30 34.     (W)     SCALED    
 AH9860* NAVD 88     -       474.975  (meters)    1558.31   (feet)  ADJUSTED  
 AH9860  ___________________________________________________________________
 AH9860  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH9860  DYNAMIC HT  -         475.009 (meters)    1558.43  (feet)  COMP
 AH9860  MODELED GRAV-     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
 AH9860.and adjusted by the National Geodetic Survey in June 2004..
 AH9860
 AH9860.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DH3927 ***********************************************************************
 DH3927  DESIGNATION -  26 DWB
 DH3927  PID         -  DH3927
 DH3927  STATE/COUNTY-  MN/MARTIN
 DH3927  USGS QUAD   -  ST JAMES SE (1970)
 DH3927
 DH3927                         *CURRENT SURVEY CONTROL
 DH3927  ___________________________________________________________________
 DH3927* NAD 83(1996)-  43 49 08.35221(N)    094 36 50.21894(W)     ADJUSTED  
 DH3927* NAVD 88     -       360.2    (meters)    1182.     (feet)  GPS OBS   
 DH3927  ___________________________________________________________________
 DH3927  X           -    -370,808.825 (meters)                     COMP
 DH3927  Y           -  -4,594,726.185 (meters)                     COMP
 DH3927  Z           -   4,393,832.021 (meters)                     COMP
 DH3927  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 DH3927  ELLIP HEIGHT-         332.41  (meters)          (05/31/05) GPS OBS
 DH3927  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DH3927
 DH3927  HORZ ORDER  -  FIRST
 DH3927  ELLP ORDER  -  FOURTH    CLASS I
 DH3927
 DH3927.The horizontal coordinates were established by GPS observations
 DH3927.and adjusted by the MN DEPT OF TRANSP in May 2005..
 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 DEFLEC99 derived deflections.
 DH3927
 DH3927.The ellipsoidal height was determined by GPS observations
 DH3927.and is referenced to NAD 83.
 DH3927
 DH3927.The geoid height was determined by GEOID03.
 DH3927
 DH3927;                    North         East     Units Scale Factor Converg.
 DH3927;SPC MN S     -   191,185.530   750,608.804   MT  0.99999247   -0 25 49.2
 DH3927;UTM  15      - 4,853,034.273   370,209.529   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.No superseded survey control is available for this station.
 DH3927
 DH3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ7021053034(NAD 83)
 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 = OCTOBER  6, 2006
 QO0784 ***********************************************************************
 QO0784  DESIGNATION -  26 RDS
 QO0784  PID         -  QO0784
 QO0784  STATE/COUNTY-  MN/ANOKA
 QO0784  USGS QUAD   -  CENTERVILLE (1993)
 QO0784
 QO0784                         *CURRENT SURVEY CONTROL
 QO0784  ___________________________________________________________________
 QO0784* NAD 83(1986)-  45 13 28.     (N)    093 05 25.     (W)     SCALED    
 QO0784* NAVD 88     -       276.822  (meters)     908.21   (feet)  ADJUSTED  
 QO0784  ___________________________________________________________________
 QO0784  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 QO0784  DYNAMIC HT  -         276.819 (meters)     908.20  (feet)  COMP
 QO0784  MODELED GRAV-     980,598.9   (mgal)                       NAVD 88
 QO0784
 QO0784  VERT ORDER  -  SECOND    CLASS 0
 QO0784
 QO0784.The horizontal coordinates were scaled from a topographic map and have
 QO0784.an estimated accuracy of +/- 6 seconds.
 QO0784
 QO0784.The orthometric height was determined by differential leveling
 QO0784.and adjusted by the National Geodetic Survey in June 1991..
 QO0784
 QO0784.The geoid height was determined by GEOID03.
 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     -   347,570.      871,450.      MT  (+/- 180 meters Scaled)
 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: 15TVL929078(NAD 83)
 QO0784_MARKER: DD = SURVEY DISK
 QO0784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 DG5776 ***********************************************************************
 DG5776  DESIGNATION -  26 SEM
 DG5776  PID         -  DG5776
 DG5776  STATE/COUNTY-  MN/AITKIN
 DG5776  USGS QUAD   -  MINNEWAWA (1970)
 DG5776
 DG5776                         *CURRENT SURVEY CONTROL
 DG5776  ___________________________________________________________________
 DG5776* NAD 83(1986)-  46 40 42.     (N)    093 18 59.     (W)     SCALED    
 DG5776* NAVD 88     -       373.528  (meters)    1225.48   (feet)  ADJUSTED  
 DG5776  ___________________________________________________________________
 DG5776  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 DG5776  DYNAMIC HT  -         373.552 (meters)    1225.56  (feet)  COMP
 DG5776  MODELED GRAV-     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
 DG5776.and adjusted by the National Geodetic Survey in December 2004..
 DG5776
 DG5776.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1095 ***********************************************************************
 PQ1095  DESIGNATION -  26 T
 PQ1095  PID         -  PQ1095
 PQ1095  STATE/COUNTY-  MN/LYON
 PQ1095  USGS QUAD   -  RUSSELL (1963)
 PQ1095
 PQ1095                         *CURRENT SURVEY CONTROL
 PQ1095  ___________________________________________________________________
 PQ1095* NAD 83(1996)-  44 22 13.24305(N)    095 52 46.80018(W)     ADJUSTED  
 PQ1095* NAVD 88     -       434.10   (+/-2cm)    1424.2    (feet)  VERTCON   
 PQ1095  ___________________________________________________________________
 PQ1095  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 PQ1095  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 PQ1095
 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.The vertical order pertains to the NGVD 29 superseded value.
 PQ1095
 PQ1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1095
 PQ1095.The geoid height was determined by GEOID03.
 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;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     -   0.99993612  x   0.99992465  =   0.99986078
 PQ1095!UTM  15      -   0.99993612  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: 15TTK7056417041(NAD 83)
 PQ1095_MARKER: DB = BENCH MARK DISK
 PQ1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1095_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 DH7972 ***********************************************************************
 DH7972  DESIGNATION -  26 TPA
 DH7972  PID         -  DH7972
 DH7972  STATE/COUNTY-  MN/BELTRAMI
 DH7972  USGS QUAD   -  RED LAKE (1972)
 DH7972
 DH7972                         *CURRENT SURVEY CONTROL
 DH7972  ___________________________________________________________________
 DH7972* NAD 83(1986)-  47 47 20.     (N)    095 03 55.     (W)     SCALED    
 DH7972* NAVD 88     -       408.016  (meters)    1338.63   (feet)  ADJUSTED  
 DH7972  ___________________________________________________________________
 DH7972  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DH7972  DYNAMIC HT  -         408.077 (meters)    1338.83  (feet)  COMP
 DH7972  MODELED GRAV-     980,750.5   (mgal)                       NAVD 88
 DH7972
 DH7972  VERT ORDER  -  SECOND    CLASS I
 DH7972
 DH7972.The horizontal coordinates were scaled from a topographic map and have
 DH7972.an estimated accuracy of +/- 6 seconds.
 DH7972
 DH7972.The orthometric height was determined by differential leveling
 DH7972.and adjusted by the National Geodetic Survey in March 2006..
 DH7972.No vertical observational check was made to the station.
 DH7972
 DH7972.The geoid height was determined by GEOID03.
 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     -   245,160.      652,770.      MT  (+/- 180 meters Scaled)
 DH7972
 DH7972                          SUPERSEDED SURVEY CONTROL
 DH7972
 DH7972.No superseded survey control is available for this station.
 DH7972
 DH7972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN453949(NAD 83)
 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 = OCTOBER  6, 2006
 QP1888 ***********************************************************************
 QP1888  DESIGNATION -  2605 D
 QP1888  PID         -  QP1888
 QP1888  STATE/COUNTY-  MN/GRANT
 QP1888  USGS QUAD   -  HOFFMAN (1973)
 QP1888
 QP1888                         *CURRENT SURVEY CONTROL
 QP1888  ___________________________________________________________________
 QP1888* NAD 83(1986)-  45 49 58.     (N)    095 45 34.     (W)     SCALED    
 QP1888* NAVD 88     -       396.630  (meters)    1301.28   (feet)  ADJUSTED  
 QP1888  ___________________________________________________________________
 QP1888  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 QP1888  DYNAMIC HT  -         396.625 (meters)    1301.26  (feet)  COMP
 QP1888  MODELED GRAV-     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
 QP1888.and adjusted by the National Geodetic Survey in June 1995..
 QP1888
 QP1888.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1889 ***********************************************************************
 QP1889  DESIGNATION -  2605 E
 QP1889  PID         -  QP1889
 QP1889  STATE/COUNTY-  MN/GRANT
 QP1889  USGS QUAD   -  HOFFMAN (1973)
 QP1889
 QP1889                         *CURRENT SURVEY CONTROL
 QP1889  ___________________________________________________________________
 QP1889* NAD 83(1986)-  45 49 58.     (N)    095 46 26.     (W)     SCALED    
 QP1889* NAVD 88     -       368.894  (meters)    1210.28   (feet)  ADJUSTED  
 QP1889  ___________________________________________________________________
 QP1889  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 QP1889  DYNAMIC HT  -         368.890 (meters)    1210.27  (feet)  COMP
 QP1889  MODELED GRAV-     980,591.4   (mgal)                       NAVD 88
 QP1889
 QP1889  VERT ORDER  -  SECOND    CLASS I
 QP1889
 QP1889.The horizontal coordinates were scaled from a topographic map and have
 QP1889.an estimated accuracy of +/- 6 seconds.
 QP1889
 QP1889.The orthometric height was determined by differential leveling
 QP1889.and adjusted by the National Geodetic Survey in June 1995..
 QP1889
 QP1889.The geoid height was determined by GEOID03.
 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     -   193,700.      681,610.      MT  (+/- 180 meters Scaled)
 QP1889
 QP1889                          SUPERSEDED SURVEY CONTROL
 QP1889
 QP1889.No superseded survey control is available for this station.
 QP1889
 QP1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL845792(NAD 83)
 QP1889_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 QP1890 ***********************************************************************
 QP1890  DESIGNATION -  2605 F
 QP1890  PID         -  QP1890
 QP1890  STATE/COUNTY-  MN/GRANT
 QP1890  USGS QUAD   -  HOFFMAN (1973)
 QP1890
 QP1890                         *CURRENT SURVEY CONTROL
 QP1890  ___________________________________________________________________
 QP1890* NAD 83(1986)-  45 49 57.     (N)    095 46 31.     (W)     SCALED    
 QP1890* NAVD 88     -       367.991  (meters)    1207.32   (feet)  ADJUSTED  
 QP1890  ___________________________________________________________________
 QP1890  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 QP1890  DYNAMIC HT  -         367.986 (meters)    1207.30  (feet)  COMP
 QP1890  MODELED GRAV-     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
 QP1890.and adjusted by the National Geodetic Survey in June 1995..
 QP1890
 QP1890.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1832 ***********************************************************************
 QP1832  DESIGNATION -  2607 DD
 QP1832  PID         -  QP1832
 QP1832  STATE/COUNTY-  MN/GRANT
 QP1832  USGS QUAD   -  ELBOW LAKE (1973)
 QP1832
 QP1832                         *CURRENT SURVEY CONTROL
 QP1832  ___________________________________________________________________
 QP1832* NAD 83(1986)-  45 56 04.     (N)    095 58 52.     (W)     SCALED    
 QP1832* NAVD 88     -       359.494  (meters)    1179.44   (feet)  ADJUSTED  
 QP1832  ___________________________________________________________________
 QP1832  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 QP1832  DYNAMIC HT  -         359.492 (meters)    1179.43  (feet)  COMP
 QP1832  MODELED GRAV-     980,599.1   (mgal)                       NAVD 88
 QP1832
 QP1832  VERT ORDER  -  SECOND    CLASS I
 QP1832
 QP1832.The horizontal coordinates were scaled from a topographic map and have
 QP1832.an estimated accuracy of +/- 6 seconds.
 QP1832
 QP1832.The orthometric height was determined by differential leveling
 QP1832.and adjusted by the National Geodetic Survey in June 1995..
 QP1832
 QP1832.The geoid height was determined by GEOID03.
 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     -   205,330.      665,760.      MT  (+/- 180 meters Scaled)
 QP1832
 QP1832                          SUPERSEDED SURVEY CONTROL
 QP1832
 QP1832.No superseded survey control is available for this station.
 QP1832
 QP1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL688910(NAD 83)
 QP1832_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 QP1710 ***********************************************************************
 QP1710  DESIGNATION -  2607 EE
 QP1710  PID         -  QP1710
 QP1710  STATE/COUNTY-  MN/GRANT
 QP1710  USGS QUAD   -  ELBOW LAKE (1973)
 QP1710
 QP1710                         *CURRENT SURVEY CONTROL
 QP1710  ___________________________________________________________________
 QP1710* NAD 83(1996)-  45 57 47.35510(N)    095 58 29.99515(W)     ADJUSTED  
 QP1710* NAVD 88     -       364.254  (meters)    1195.06   (feet)  ADJUSTED  
 QP1710  ___________________________________________________________________
 QP1710  X           -    -462,335.670 (meters)                     COMP
 QP1710  Y           -  -4,417,371.182 (meters)                     COMP
 QP1710  Z           -   4,562,644.499 (meters)                     COMP
 QP1710  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 QP1710  ELLIP HEIGHT-         337.80  (meters)          (03/16/99) GPS OBS
 QP1710  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 QP1710  DYNAMIC HT  -         364.252 (meters)    1195.05  (feet)  COMP
 QP1710  MODELED GRAV-     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
 QP1710.and adjusted by the National Geodetic Survey in June 1995..
 QP1710
 QP1710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1710
 QP1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1710
 QP1710.The ellipsoidal height was determined by GPS observations
 QP1710.and is referenced to NAD 83.
 QP1710
 QP1710.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1710;SPC MN C     -   208,506.688   666,305.443   MT  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: 15TTL6948994258(NAD 83)
 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 = OCTOBER  6, 2006
 QP1830 ***********************************************************************
 QP1830  DESIGNATION -  2609 A
 QP1830  PID         -  QP1830
 QP1830  STATE/COUNTY-  MN/GRANT
 QP1830  USGS QUAD   -  ELBOW LAKE (1973)
 QP1830
 QP1830                         *CURRENT SURVEY CONTROL
 QP1830  ___________________________________________________________________
 QP1830* NAD 83(1986)-  45 58 38.     (N)    095 57 39.     (W)     SCALED    
 QP1830* NAVD 88     -       370.116  (meters)    1214.29   (feet)  ADJUSTED  
 QP1830  ___________________________________________________________________
 QP1830  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 QP1830  DYNAMIC HT  -         370.114 (meters)    1214.28  (feet)  COMP
 QP1830  MODELED GRAV-     980,598.0   (mgal)                       NAVD 88
 QP1830
 QP1830  VERT ORDER  -  SECOND    CLASS I
 QP1830
 QP1830.The horizontal coordinates were scaled from a topographic map and have
 QP1830.an estimated accuracy of +/- 6 seconds.
 QP1830
 QP1830.The orthometric height was determined by differential leveling
 QP1830.and adjusted by the National Geodetic Survey in June 1995..
 QP1830
 QP1830.The geoid height was determined by GEOID03.
 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     -   210,050.      667,440.      MT  (+/- 180 meters Scaled)
 QP1830
 QP1830                          SUPERSEDED SURVEY CONTROL
 QP1830
 QP1830.No superseded survey control is available for this station.
 QP1830
 QP1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL706957(NAD 83)
 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 = OCTOBER  6, 2006
 QP1801 ***********************************************************************
 QP1801  DESIGNATION -  2609 AA
 QP1801  PID         -  QP1801
 QP1801  STATE/COUNTY-  MN/GRANT
 QP1801  USGS QUAD   -  HOFFMAN (1973)
 QP1801
 QP1801                         *CURRENT SURVEY CONTROL
 QP1801  ___________________________________________________________________
 QP1801* NAD 83(1986)-  45 48 37.     (N)    095 45 49.     (W)     SCALED    
 QP1801* NAVD 88     -       365.757  (meters)    1199.99   (feet)  ADJUSTED  
 QP1801  ___________________________________________________________________
 QP1801  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 QP1801  DYNAMIC HT  -         365.752 (meters)    1199.97  (feet)  COMP
 QP1801  MODELED GRAV-     980,590.4   (mgal)                       NAVD 88
 QP1801
 QP1801  VERT ORDER  -  SECOND    CLASS I
 QP1801
 QP1801.The horizontal coordinates were scaled from a topographic map and have
 QP1801.an estimated accuracy of +/- 6 seconds.
 QP1801
 QP1801.The orthometric height was determined by differential leveling
 QP1801.and adjusted by the National Geodetic Survey in June 1995..
 QP1801
 QP1801.The geoid height was determined by GEOID03.
 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     -   191,180.      682,360.      MT  (+/- 180 meters Scaled)
 QP1801
 QP1801                          SUPERSEDED SURVEY CONTROL
 QP1801
 QP1801.No superseded survey control is available for this station.
 QP1801
 QP1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL852766(NAD 83)
 QP1801_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1801
 QP1801  HISTORY     - Date     Condition        Report By
 QP1801  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1833 ***********************************************************************
 QP1833  DESIGNATION -  2609 AB
 QP1833  PID         -  QP1833
 QP1833  STATE/COUNTY-  MN/GRANT
 QP1833  USGS QUAD   -  ELBOW LAKE (1973)
 QP1833
 QP1833                         *CURRENT SURVEY CONTROL
 QP1833  ___________________________________________________________________
 QP1833* NAD 83(1986)-  45 59 14.     (N)    095 58 12.     (W)     SCALED    
 QP1833* NAVD 88     -       367.042  (meters)    1204.20   (feet)  ADJUSTED  
 QP1833  ___________________________________________________________________
 QP1833  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 QP1833  DYNAMIC HT  -         367.040 (meters)    1204.20  (feet)  COMP
 QP1833  MODELED GRAV-     980,598.2   (mgal)                       NAVD 88
 QP1833
 QP1833  VERT ORDER  -  SECOND    CLASS I
 QP1833
 QP1833.The horizontal coordinates were scaled from a topographic map and have
 QP1833.an estimated accuracy of +/- 6 seconds.
 QP1833
 QP1833.The orthometric height was determined by differential leveling
 QP1833.and adjusted by the National Geodetic Survey in June 1995..
 QP1833
 QP1833.The geoid height was determined by GEOID03.
 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     -   211,170.      666,750.      MT  (+/- 180 meters Scaled)
 QP1833
 QP1833                          SUPERSEDED SURVEY CONTROL
 QP1833
 QP1833.No superseded survey control is available for this station.
 QP1833
 QP1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL699969(NAD 83)
 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: N = NO MAGNETIC MATERIAL
 QP1833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1833+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1828 ***********************************************************************
 QP1828  DESIGNATION -  2609 B
 QP1828  PID         -  QP1828
 QP1828  STATE/COUNTY-  MN/GRANT
 QP1828  USGS QUAD   -  ELBOW LAKE (1973)
 QP1828
 QP1828                         *CURRENT SURVEY CONTROL
 QP1828  ___________________________________________________________________
 QP1828* NAD 83(1986)-  45 57 49.     (N)    095 56 53.     (W)     SCALED    
 QP1828* NAVD 88     -       368.787  (meters)    1209.93   (feet)  ADJUSTED  
 QP1828  ___________________________________________________________________
 QP1828  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 QP1828  DYNAMIC HT  -         368.784 (meters)    1209.92  (feet)  COMP
 QP1828  MODELED GRAV-     980,597.8   (mgal)                       NAVD 88
 QP1828
 QP1828  VERT ORDER  -  SECOND    CLASS I
 QP1828
 QP1828.The horizontal coordinates were scaled from a topographic map and have
 QP1828.an estimated accuracy of +/- 6 seconds.
 QP1828
 QP1828.The orthometric height was determined by differential leveling
 QP1828.and adjusted by the National Geodetic Survey in June 1995..
 QP1828
 QP1828.The geoid height was determined by GEOID03.
 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     -   208,510.      668,390.      MT  (+/- 180 meters Scaled)
 QP1828
 QP1828                          SUPERSEDED SURVEY CONTROL
 QP1828
 QP1828.No superseded survey control is available for this station.
 QP1828
 QP1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL715942(NAD 83)
 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 = OCTOBER  6, 2006
 QP1827 ***********************************************************************
 QP1827  DESIGNATION -  2609 C
 QP1827  PID         -  QP1827
 QP1827  STATE/COUNTY-  MN/GRANT
 QP1827  USGS QUAD   -  ELBOW LAKE (1973)
 QP1827
 QP1827                         *CURRENT SURVEY CONTROL
 QP1827  ___________________________________________________________________
 QP1827* NAD 83(1986)-  45 57 05.     (N)    095 56 13.     (W)     SCALED    
 QP1827* NAVD 88     -       373.008  (meters)    1223.78   (feet)  ADJUSTED  
 QP1827  ___________________________________________________________________
 QP1827  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 QP1827  DYNAMIC HT  -         373.006 (meters)    1223.77  (feet)  COMP
 QP1827  MODELED GRAV-     980,597.8   (mgal)                       NAVD 88
 QP1827
 QP1827  VERT ORDER  -  SECOND    CLASS I
 QP1827
 QP1827.The horizontal coordinates were scaled from a topographic map and have
 QP1827.an estimated accuracy of +/- 6 seconds.
 QP1827
 QP1827.The orthometric height was determined by differential leveling
 QP1827.and adjusted by the National Geodetic Survey in June 1995..
 QP1827
 QP1827.The geoid height was determined by GEOID03.
 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     -   207,140.      669,230.      MT  (+/- 180 meters Scaled)
 QP1827
 QP1827                          SUPERSEDED SURVEY CONTROL
 QP1827
 QP1827.No superseded survey control is available for this station.
 QP1827
 QP1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL723928(NAD 83)
 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 = OCTOBER  6, 2006
 QP1599 ***********************************************************************
 QP1599  DESIGNATION -  2609 D
 QP1599  PID         -  QP1599
 QP1599  STATE/COUNTY-  MN/GRANT
 QP1599  USGS QUAD   -  ELBOW LAKE (1973)
 QP1599
 QP1599                         *CURRENT SURVEY CONTROL
 QP1599  ___________________________________________________________________
 QP1599* NAD 83(1996)-  45 56 26.37266(N)    095 55 27.83536(W)     ADJUSTED  
 QP1599* NAVD 88     -       373.565  (meters)    1225.60   (feet)  ADJUSTED  
 QP1599  ___________________________________________________________________
 QP1599  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 QP1599  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 QP1599  DYNAMIC HT  -         373.562 (meters)    1225.59  (feet)  COMP
 QP1599  MODELED GRAV-     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.No horizontal observational check was made to the station.
 QP1599
 QP1599.The orthometric height was determined by differential leveling
 QP1599.and adjusted by the National Geodetic Survey in June 1995..
 QP1599
 QP1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1599
 QP1599.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1599;SPC MN C     -   205,922.886   670,173.704   MT  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     -   0.99994556  x   0.99994556  =   0.99989113
 QP1599!UTM  15      -   0.99994556  x   1.00023174  =   1.00017729
 QP1599!UTM  14      -   0.99994556  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_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 = OCTOBER  6, 2006
 QP1823 ***********************************************************************
 QP1823  DESIGNATION -  2609 E
 QP1823  PID         -  QP1823
 QP1823  STATE/COUNTY-  MN/GRANT
 QP1823  USGS QUAD   -  ELBOW LAKE (1973)
 QP1823
 QP1823                         *CURRENT SURVEY CONTROL
 QP1823  ___________________________________________________________________
 QP1823* NAD 83(1986)-  45 55 49.     (N)    095 54 37.     (W)     SCALED    
 QP1823* NAVD 88     -       364.290  (meters)    1195.17   (feet)  ADJUSTED  
 QP1823  ___________________________________________________________________
 QP1823  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 QP1823  DYNAMIC HT  -         364.288 (meters)    1195.17  (feet)  COMP
 QP1823  MODELED GRAV-     980,597.8   (mgal)                       NAVD 88
 QP1823
 QP1823  VERT ORDER  -  SECOND    CLASS I
 QP1823
 QP1823.The horizontal coordinates were scaled from a topographic map and have
 QP1823.an estimated accuracy of +/- 6 seconds.
 QP1823
 QP1823.The orthometric height was determined by differential leveling
 QP1823.and adjusted by the National Geodetic Survey in June 1995..
 QP1823
 QP1823.The geoid height was determined by GEOID03.
 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     -   204,750.      671,240.      MT  (+/- 180 meters Scaled)
 QP1823
 QP1823                          SUPERSEDED SURVEY CONTROL
 QP1823
 QP1823.No superseded survey control is available for this station.
 QP1823
 QP1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL743904(NAD 83)
 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 = OCTOBER  6, 2006
 QP1822 ***********************************************************************
 QP1822  DESIGNATION -  2609 F
 QP1822  PID         -  QP1822
 QP1822  STATE/COUNTY-  MN/GRANT
 QP1822  USGS QUAD   -  ELBOW LAKE (1973)
 QP1822
 QP1822                         *CURRENT SURVEY CONTROL
 QP1822  ___________________________________________________________________
 QP1822* NAD 83(1986)-  45 55 17.     (N)    095 53 52.     (W)     SCALED    
 QP1822* NAVD 88     -       361.314  (meters)    1185.41   (feet)  ADJUSTED  
 QP1822  ___________________________________________________________________
 QP1822  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 QP1822  DYNAMIC HT  -         361.312 (meters)    1185.40  (feet)  COMP
 QP1822  MODELED GRAV-     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
 QP1822.and adjusted by the National Geodetic Survey in June 1995..
 QP1822
 QP1822.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1829 ***********************************************************************
 QP1829  DESIGNATION -  2609 G
 QP1829  PID         -  QP1829
 QP1829  STATE/COUNTY-  MN/GRANT
 QP1829  USGS QUAD   -  ELBOW LAKE (1973)
 QP1829
 QP1829                         *CURRENT SURVEY CONTROL
 QP1829  ___________________________________________________________________
 QP1829* NAD 83(1986)-  45 58 12.     (N)    095 57 14.     (W)     SCALED    
 QP1829* NAVD 88     -       369.360  (meters)    1211.81   (feet)  ADJUSTED  
 QP1829  ___________________________________________________________________
 QP1829  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 QP1829  DYNAMIC HT  -         369.357 (meters)    1211.80  (feet)  COMP
 QP1829  MODELED GRAV-     980,597.9   (mgal)                       NAVD 88
 QP1829
 QP1829  VERT ORDER  -  SECOND    CLASS I
 QP1829
 QP1829.The horizontal coordinates were scaled from a topographic map and have
 QP1829.an estimated accuracy of +/- 6 seconds.
 QP1829
 QP1829.The orthometric height was determined by differential leveling
 QP1829.and adjusted by the National Geodetic Survey in June 1995..
 QP1829
 QP1829.The geoid height was determined by GEOID03.
 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     -   209,230.      667,960.      MT  (+/- 180 meters Scaled)
 QP1829
 QP1829                          SUPERSEDED SURVEY CONTROL
 QP1829
 QP1829.No superseded survey control is available for this station.
 QP1829
 QP1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL711949(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1824 ***********************************************************************
 QP1824  DESIGNATION -  2609 H
 QP1824  PID         -  QP1824
 QP1824  STATE/COUNTY-  MN/GRANT
 QP1824  USGS QUAD   -  ELBOW LAKE (1973)
 QP1824
 QP1824                         *CURRENT SURVEY CONTROL
 QP1824  ___________________________________________________________________
 QP1824* NAD 83(1986)-  45 56 02.     (N)    095 54 59.     (W)     SCALED    
 QP1824* NAVD 88     -       370.552  (meters)    1215.72   (feet)  ADJUSTED  
 QP1824  ___________________________________________________________________
 QP1824  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 QP1824  DYNAMIC HT  -         370.550 (meters)    1215.71  (feet)  COMP
 QP1824  MODELED GRAV-     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
 QP1824.and adjusted by the National Geodetic Survey in June 1995..
 QP1824
 QP1824.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1821 ***********************************************************************
 QP1821  DESIGNATION -  2609 J
 QP1821  PID         -  QP1821
 QP1821  STATE/COUNTY-  MN/GRANT
 QP1821  USGS QUAD   -  ELBOW LAKE (1973)
 QP1821
 QP1821                         *CURRENT SURVEY CONTROL
 QP1821  ___________________________________________________________________
 QP1821* NAD 83(1986)-  45 54 48.     (N)    095 53 29.     (W)     SCALED    
 QP1821* NAVD 88     -       362.000  (meters)    1187.66   (feet)  ADJUSTED  
 QP1821  ___________________________________________________________________
 QP1821  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 QP1821  DYNAMIC HT  -         361.997 (meters)    1187.65  (feet)  COMP
 QP1821  MODELED GRAV-     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
 QP1821.and adjusted by the National Geodetic Survey in June 1995..
 QP1821
 QP1821.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1818 ***********************************************************************
 QP1818  DESIGNATION -  2609 K
 QP1818  PID         -  QP1818
 QP1818  STATE/COUNTY-  MN/GRANT
 QP1818  USGS QUAD   -  ELBOW LAKE (1973)
 QP1818
 QP1818                         *CURRENT SURVEY CONTROL
 QP1818  ___________________________________________________________________
 QP1818* NAD 83(1986)-  45 54 24.     (N)    095 53 03.     (W)     SCALED    
 QP1818* NAVD 88     -       352.980  (meters)    1158.07   (feet)  ADJUSTED  
 QP1818  ___________________________________________________________________
 QP1818  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 QP1818  DYNAMIC HT  -         352.977 (meters)    1158.06  (feet)  COMP
 QP1818  MODELED GRAV-     980,598.4   (mgal)                       NAVD 88
 QP1818
 QP1818  VERT ORDER  -  SECOND    CLASS I
 QP1818
 QP1818.The horizontal coordinates were scaled from a topographic map and have
 QP1818.an estimated accuracy of +/- 6 seconds.
 QP1818
 QP1818.The orthometric height was determined by differential leveling
 QP1818.and adjusted by the National Geodetic Survey in June 1995..
 QP1818
 QP1818.The geoid height was determined by GEOID03.
 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     -   202,080.      673,220.      MT  (+/- 180 meters Scaled)
 QP1818
 QP1818                          SUPERSEDED SURVEY CONTROL
 QP1818
 QP1818.No superseded survey control is available for this station.
 QP1818
 QP1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL763877(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1817 ***********************************************************************
 QP1817  DESIGNATION -  2609 L
 QP1817  PID         -  QP1817
 QP1817  STATE/COUNTY-  MN/GRANT
 QP1817  USGS QUAD   -  ELBOW LAKE (1973)
 QP1817
 QP1817                         *CURRENT SURVEY CONTROL
 QP1817  ___________________________________________________________________
 QP1817* NAD 83(1986)-  45 54 01.     (N)    095 52 49.     (W)     SCALED    
 QP1817* NAVD 88     -       352.007  (meters)    1154.88   (feet)  ADJUSTED  
 QP1817  ___________________________________________________________________
 QP1817  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 QP1817  DYNAMIC HT  -         352.005 (meters)    1154.87  (feet)  COMP
 QP1817  MODELED GRAV-     980,598.7   (mgal)                       NAVD 88
 QP1817
 QP1817  VERT ORDER  -  SECOND    CLASS I
 QP1817
 QP1817.The horizontal coordinates were scaled from a topographic map and have
 QP1817.an estimated accuracy of +/- 6 seconds.
 QP1817
 QP1817.The orthometric height was determined by differential leveling
 QP1817.and adjusted by the National Geodetic Survey in June 1995..
 QP1817
 QP1817.The geoid height was determined by GEOID03.
 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     -   201,360.      673,500.      MT  (+/- 180 meters Scaled)
 QP1817
 QP1817                          SUPERSEDED SURVEY CONTROL
 QP1817
 QP1817.No superseded survey control is available for this station.
 QP1817
 QP1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL765870(NAD 83)
 QP1817_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 QP1816 ***********************************************************************
 QP1816  CBN         -  This is a Cooperative Base Network Control Station.
 QP1816  DESIGNATION -  2609 M
 QP1816  PID         -  QP1816
 QP1816  STATE/COUNTY-  MN/GRANT
 QP1816  USGS QUAD   -  ERDAHL (1973)
 QP1816
 QP1816                         *CURRENT SURVEY CONTROL
 QP1816  ___________________________________________________________________
 QP1816* NAD 83(1996)-  45 53 32.21103(N)    095 52 21.46455(W)     ADJUSTED  
 QP1816* NAVD 88     -       357.116  (meters)    1171.64   (feet)  ADJUSTED  
 QP1816  ___________________________________________________________________
 QP1816  X           -    -455,021.106 (meters)                     COMP
 QP1816  Y           -  -4,423,815.730 (meters)                     COMP
 QP1816  Z           -   4,557,159.886 (meters)                     COMP
 QP1816  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 QP1816  ELLIP HEIGHT-         330.89  (meters)          (01/15/97) GPS OBS
 QP1816  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 QP1816  DYNAMIC HT  -         357.114 (meters)    1171.63  (feet)  COMP
 QP1816  MODELED GRAV-     980,599.1   (mgal)                       NAVD 88
 QP1816
 QP1816  HORZ ORDER  -  B
 QP1816  VERT ORDER  -  SECOND    CLASS I
 QP1816  ELLP ORDER  -  FOURTH    CLASS I
 QP1816
 QP1816.The horizontal coordinates were established by GPS observations
 QP1816.and adjusted by the National Geodetic Survey in January 1997..
 QP1816
 QP1816.The orthometric height was determined by differential leveling
 QP1816.and adjusted by the National Geodetic Survey in June 1995..
 QP1816
 QP1816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1816
 QP1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1816
 QP1816.The ellipsoidal height was determined by GPS observations
 QP1816.and is referenced to NAD 83.
 QP1816
 QP1816.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1816;SPC MN C     -   200,463.521   674,077.003   MT  0.99995169   -1 10 25.6
 QP1816;UTM  15      - 5,086,092.449   277,137.236   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  =   0.99989982
 QP1816!UTM  15      -   0.99994813  x   1.00021064  =   1.00015876
 QP1816
 QP1816                          SUPERSEDED SURVEY CONTROL
 QP1816
 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_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: FLUSH
 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 - November 17, 2004
 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     - 20040804 GOOD             MNDT
 QP1816  HISTORY     - 20041117 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 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1813 ***********************************************************************
 QP1813  DESIGNATION -  2609 N
 QP1813  PID         -  QP1813
 QP1813  STATE/COUNTY-  MN/GRANT
 QP1813  USGS QUAD   -  ERDAHL (1973)
 QP1813
 QP1813                         *CURRENT SURVEY CONTROL
 QP1813  ___________________________________________________________________
 QP1813* NAD 83(1986)-  45 53 18.     (N)    095 51 43.     (W)     SCALED    
 QP1813* NAVD 88     -       372.258  (meters)    1221.32   (feet)  ADJUSTED  
 QP1813  ___________________________________________________________________
 QP1813  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 QP1813  DYNAMIC HT  -         372.256 (meters)    1221.31  (feet)  COMP
 QP1813  MODELED GRAV-     980,599.0   (mgal)                       NAVD 88
 QP1813
 QP1813  VERT ORDER  -  SECOND    CLASS I
 QP1813
 QP1813.The horizontal coordinates were scaled from a topographic map and have
 QP1813.an estimated accuracy of +/- 6 seconds.
 QP1813
 QP1813.The orthometric height was determined by differential leveling
 QP1813.and adjusted by the National Geodetic Survey in June 1995..
 QP1813
 QP1813.The geoid height was determined by GEOID03.
 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     -   200,010.      674,900.      MT  (+/- 180 meters Scaled)
 QP1813
 QP1813                          SUPERSEDED SURVEY CONTROL
 QP1813
 QP1813.No superseded survey control is available for this station.
 QP1813
 QP1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL779856(NAD 83)
 QP1813_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 QP1812 ***********************************************************************
 QP1812  DESIGNATION -  2609 P
 QP1812  PID         -  QP1812
 QP1812  STATE/COUNTY-  MN/GRANT
 QP1812  USGS QUAD   -  ERDAHL (1973)
 QP1812
 QP1812                         *CURRENT SURVEY CONTROL
 QP1812  ___________________________________________________________________
 QP1812* NAD 83(1986)-  45 52 58.     (N)    095 50 44.     (W)     SCALED    
 QP1812* NAVD 88     -       367.591  (meters)    1206.00   (feet)  ADJUSTED  
 QP1812  ___________________________________________________________________
 QP1812  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 QP1812  DYNAMIC HT  -         367.588 (meters)    1205.99  (feet)  COMP
 QP1812  MODELED GRAV-     980,598.2   (mgal)                       NAVD 88
 QP1812
 QP1812  VERT ORDER  -  SECOND    CLASS I
 QP1812
 QP1812.The horizontal coordinates were scaled from a topographic map and have
 QP1812.an estimated accuracy of +/- 6 seconds.
 QP1812
 QP1812.The orthometric height was determined by differential leveling
 QP1812.and adjusted by the National Geodetic Survey in June 1995..
 QP1812
 QP1812.The geoid height was determined by GEOID03.
 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     -   199,370.      676,160.      MT  (+/- 180 meters Scaled)
 QP1812
 QP1812                          SUPERSEDED SURVEY CONTROL
 QP1812
 QP1812.No superseded survey control is available for this station.
 QP1812
 QP1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL792849(NAD 83)
 QP1812_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 QP1811 ***********************************************************************
 QP1811  DESIGNATION -  2609 Q
 QP1811  PID         -  QP1811
 QP1811  STATE/COUNTY-  MN/GRANT
 QP1811  USGS QUAD   -  HOFFMAN (1973)
 QP1811
 QP1811                         *CURRENT SURVEY CONTROL
 QP1811  ___________________________________________________________________
 QP1811* NAD 83(1986)-  45 52 27.     (N)    095 50 11.     (W)     SCALED    
 QP1811* NAVD 88     -       371.917  (meters)    1220.20   (feet)  ADJUSTED  
 QP1811  ___________________________________________________________________
 QP1811  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 QP1811  DYNAMIC HT  -         371.914 (meters)    1220.19  (feet)  COMP
 QP1811  MODELED GRAV-     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
 QP1811.and adjusted by the National Geodetic Survey in June 1995..
 QP1811
 QP1811.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1810 ***********************************************************************
 QP1810  DESIGNATION -  2609 R
 QP1810  PID         -  QP1810
 QP1810  STATE/COUNTY-  MN/GRANT
 QP1810  USGS QUAD   -  HOFFMAN (1973)
 QP1810
 QP1810                         *CURRENT SURVEY CONTROL
 QP1810  ___________________________________________________________________
 QP1810* NAD 83(1986)-  45 51 54.     (N)    095 49 40.     (W)     SCALED    
 QP1810* NAVD 88     -       374.560  (meters)    1228.87   (feet)  ADJUSTED  
 QP1810  ___________________________________________________________________
 QP1810  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 QP1810  DYNAMIC HT  -         374.557 (meters)    1228.86  (feet)  COMP
 QP1810  MODELED GRAV-     980,596.6   (mgal)                       NAVD 88
 QP1810
 QP1810  VERT ORDER  -  SECOND    CLASS I
 QP1810
 QP1810.The horizontal coordinates were scaled from a topographic map and have
 QP1810.an estimated accuracy of +/- 6 seconds.
 QP1810
 QP1810.The orthometric height was determined by differential leveling
 QP1810.and adjusted by the National Geodetic Survey in June 1995..
 QP1810
 QP1810.The geoid height was determined by GEOID03.
 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     -   197,360.      677,500.      MT  (+/- 180 meters Scaled)
 QP1810
 QP1810                          SUPERSEDED SURVEY CONTROL
 QP1810
 QP1810.No superseded survey control is available for this station.
 QP1810
 QP1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL805829(NAD 83)
 QP1810_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 QP1809 ***********************************************************************
 QP1809  DESIGNATION -  2609 S
 QP1809  PID         -  QP1809
 QP1809  STATE/COUNTY-  MN/GRANT
 QP1809  USGS QUAD   -  HOFFMAN (1973)
 QP1809
 QP1809                         *CURRENT SURVEY CONTROL
 QP1809  ___________________________________________________________________
 QP1809* NAD 83(1986)-  45 51 25.     (N)    095 49 11.     (W)     SCALED    
 QP1809* NAVD 88     -       377.207  (meters)    1237.55   (feet)  ADJUSTED  
 QP1809  ___________________________________________________________________
 QP1809  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 QP1809  DYNAMIC HT  -         377.204 (meters)    1237.54  (feet)  COMP
 QP1809  MODELED GRAV-     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
 QP1809.and adjusted by the National Geodetic Survey in June 1995..
 QP1809
 QP1809.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1808 ***********************************************************************
 QP1808  DESIGNATION -  2609 T
 QP1808  PID         -  QP1808
 QP1808  STATE/COUNTY-  MN/GRANT
 QP1808  USGS QUAD   -  HOFFMAN (1973)
 QP1808
 QP1808                         *CURRENT SURVEY CONTROL
 QP1808  ___________________________________________________________________
 QP1808* NAD 83(1986)-  45 50 54.     (N)    095 48 43.     (W)     SCALED    
 QP1808* NAVD 88     -       380.486  (meters)    1248.31   (feet)  ADJUSTED  
 QP1808  ___________________________________________________________________
 QP1808  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 QP1808  DYNAMIC HT  -         380.483 (meters)    1248.30  (feet)  COMP
 QP1808  MODELED GRAV-     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
 QP1808.and adjusted by the National Geodetic Survey in June 1995..
 QP1808
 QP1808.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1807 ***********************************************************************
 QP1807  DESIGNATION -  2609 U
 QP1807  PID         -  QP1807
 QP1807  STATE/COUNTY-  MN/GRANT
 QP1807  USGS QUAD   -  HOFFMAN (1973)
 QP1807
 QP1807                         *CURRENT SURVEY CONTROL
 QP1807  ___________________________________________________________________
 QP1807* NAD 83(1986)-  45 50 10.     (N)    095 48 08.     (W)     SCALED    
 QP1807* NAVD 88     -       379.679  (meters)    1245.66   (feet)  ADJUSTED  
 QP1807  ___________________________________________________________________
 QP1807  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 QP1807  DYNAMIC HT  -         379.675 (meters)    1245.65  (feet)  COMP
 QP1807  MODELED GRAV-     980,593.7   (mgal)                       NAVD 88
 QP1807
 QP1807  VERT ORDER  -  SECOND    CLASS I
 QP1807
 QP1807.The horizontal coordinates were scaled from a topographic map and have
 QP1807.an estimated accuracy of +/- 6 seconds.
 QP1807
 QP1807.The orthometric height was determined by differential leveling
 QP1807.and adjusted by the National Geodetic Survey in June 1995..
 QP1807
 QP1807.The geoid height was determined by GEOID03.
 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     -   194,110.      679,420.      MT  (+/- 180 meters Scaled)
 QP1807
 QP1807                          SUPERSEDED SURVEY CONTROL
 QP1807
 QP1807.No superseded survey control is available for this station.
 QP1807
 QP1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL823796(NAD 83)
 QP1807_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 QP1806 ***********************************************************************
 QP1806  DESIGNATION -  2609 V
 QP1806  PID         -  QP1806
 QP1806  STATE/COUNTY-  MN/GRANT
 QP1806  USGS QUAD   -  HOFFMAN (1973)
 QP1806
 QP1806                         *CURRENT SURVEY CONTROL
 QP1806  ___________________________________________________________________
 QP1806* NAD 83(1986)-  45 49 46.     (N)    095 47 34.     (W)     SCALED    
 QP1806* NAVD 88     -       379.241  (meters)    1244.23   (feet)  ADJUSTED  
 QP1806  ___________________________________________________________________
 QP1806  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 QP1806  DYNAMIC HT  -         379.237 (meters)    1244.21  (feet)  COMP
 QP1806  MODELED GRAV-     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
 QP1806.and adjusted by the National Geodetic Survey in June 1995..
 QP1806
 QP1806.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1805 ***********************************************************************
 QP1805  DESIGNATION -  2609 W
 QP1805  PID         -  QP1805
 QP1805  STATE/COUNTY-  MN/GRANT
 QP1805  USGS QUAD   -  HOFFMAN (1973)
 QP1805
 QP1805                         *CURRENT SURVEY CONTROL
 QP1805  ___________________________________________________________________
 QP1805* NAD 83(1986)-  45 49 51.     (N)    095 47 21.     (W)     SCALED    
 QP1805* NAVD 88     -       381.995  (meters)    1253.26   (feet)  ADJUSTED  
 QP1805  ___________________________________________________________________
 QP1805  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 QP1805  DYNAMIC HT  -         381.991 (meters)    1253.25  (feet)  COMP
 QP1805  MODELED GRAV-     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
 QP1805.and adjusted by the National Geodetic Survey in June 1995..
 QP1805
 QP1805.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1804 ***********************************************************************
 QP1804  DESIGNATION -  2609 X
 QP1804  PID         -  QP1804
 QP1804  STATE/COUNTY-  MN/GRANT
 QP1804  USGS QUAD   -  HOFFMAN (1973)
 QP1804
 QP1804                         *CURRENT SURVEY CONTROL
 QP1804  ___________________________________________________________________
 QP1804* NAD 83(1986)-  45 49 47.     (N)    095 47 18.     (W)     SCALED    
 QP1804* NAVD 88     -       382.665  (meters)    1255.46   (feet)  ADJUSTED  
 QP1804  ___________________________________________________________________
 QP1804  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 QP1804  DYNAMIC HT  -         382.660 (meters)    1255.44  (feet)  COMP
 QP1804  MODELED GRAV-     980,592.4   (mgal)                       NAVD 88
 QP1804
 QP1804  VERT ORDER  -  SECOND    CLASS I
 QP1804
 QP1804.The horizontal coordinates were scaled from a topographic map and have
 QP1804.an estimated accuracy of +/- 6 seconds.
 QP1804
 QP1804.The orthometric height was determined by differential leveling
 QP1804.and adjusted by the National Geodetic Survey in June 1995..
 QP1804
 QP1804.The geoid height was determined by GEOID03.
 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     -   193,380.      680,480.      MT  (+/- 180 meters Scaled)
 QP1804
 QP1804                          SUPERSEDED SURVEY CONTROL
 QP1804
 QP1804.No superseded survey control is available for this station.
 QP1804
 QP1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL834789(NAD 83)
 QP1804_MARKER: DB = BENCH MARK DISK
 QP1804_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QP1804+WITH SETTING: PAVEMENT
 QP1804_SP_SET: CONCRETE BASE OF WATER TANK
 QP1804_STAMPING: 2609 X 1979
 QP1804_MARK LOGO: MNDT  
 QP1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1804+STABILITY: SURFACE MOTION
 QP1804
 QP1804  HISTORY     - Date     Condition        Report By
 QP1804  HISTORY     - 1979     MONUMENTED       MNDT
 QP1804  HISTORY     - 1984     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1803 ***********************************************************************
 QP1803  DESIGNATION -  2609 Y
 QP1803  PID         -  QP1803
 QP1803  STATE/COUNTY-  MN/GRANT
 QP1803  USGS QUAD   -  HOFFMAN (1973)
 QP1803
 QP1803                         *CURRENT SURVEY CONTROL
 QP1803  ___________________________________________________________________
 QP1803* NAD 83(1986)-  45 49 17.     (N)    095 47 01.     (W)     SCALED    
 QP1803* NAVD 88     -       379.490  (meters)    1245.04   (feet)  ADJUSTED  
 QP1803  ___________________________________________________________________
 QP1803  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 QP1803  DYNAMIC HT  -         379.485 (meters)    1245.03  (feet)  COMP
 QP1803  MODELED GRAV-     980,591.9   (mgal)                       NAVD 88
 QP1803
 QP1803  VERT ORDER  -  SECOND    CLASS I
 QP1803
 QP1803.The horizontal coordinates were scaled from a topographic map and have
 QP1803.an estimated accuracy of +/- 6 seconds.
 QP1803
 QP1803.The orthometric height was determined by differential leveling
 QP1803.and adjusted by the National Geodetic Survey in June 1995..
 QP1803
 QP1803.The geoid height was determined by GEOID03.
 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     -   192,450.      680,830.      MT  (+/- 180 meters Scaled)
 QP1803
 QP1803                          SUPERSEDED SURVEY CONTROL
 QP1803
 QP1803.No superseded survey control is available for this station.
 QP1803
 QP1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL837779(NAD 83)
 QP1803_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1803
 QP1803  HISTORY     - Date     Condition        Report By
 QP1803  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1802 ***********************************************************************
 QP1802  DESIGNATION -  2609 Z
 QP1802  PID         -  QP1802
 QP1802  STATE/COUNTY-  MN/GRANT
 QP1802  USGS QUAD   -  HOFFMAN (1973)
 QP1802
 QP1802                         *CURRENT SURVEY CONTROL
 QP1802  ___________________________________________________________________
 QP1802* NAD 83(1986)-  45 48 56.     (N)    095 46 26.     (W)     SCALED    
 QP1802* NAVD 88     -       376.443  (meters)    1235.05   (feet)  ADJUSTED  
 QP1802  ___________________________________________________________________
 QP1802  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 QP1802  DYNAMIC HT  -         376.439 (meters)    1235.03  (feet)  COMP
 QP1802  MODELED GRAV-     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
 QP1802.and adjusted by the National Geodetic Survey in June 1995..
 QP1802
 QP1802.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1834 ***********************************************************************
 QP1834  DESIGNATION -  2611 J
 QP1834  PID         -  QP1834
 QP1834  STATE/COUNTY-  MN/GRANT
 QP1834  USGS QUAD   -  ELBOW LAKE (1973)
 QP1834
 QP1834                         *CURRENT SURVEY CONTROL
 QP1834  ___________________________________________________________________
 QP1834* NAD 83(1986)-  45 59 53.     (N)    095 59 11.     (W)     SCALED    
 QP1834* NAVD 88     -       363.098  (meters)    1191.26   (feet)  ADJUSTED  
 QP1834  ___________________________________________________________________
 QP1834  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 QP1834  DYNAMIC HT  -         363.096 (meters)    1191.26  (feet)  COMP
 QP1834  MODELED GRAV-     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
 QP1834.and adjusted by the National Geodetic Survey in June 1995..
 QP1834
 QP1834.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1835 ***********************************************************************
 QP1835  DESIGNATION -  2613 A
 QP1835  PID         -  QP1835
 QP1835  STATE/COUNTY-  MN/GRANT
 QP1835  USGS QUAD   -  ELBOW LAKE (1973)
 QP1835
 QP1835                         *CURRENT SURVEY CONTROL
 QP1835  ___________________________________________________________________
 QP1835* NAD 83(1986)-  45 59 33.     (N)    095 57 28.     (W)     SCALED    
 QP1835* NAVD 88     -       377.462  (meters)    1238.39   (feet)  ADJUSTED  
 QP1835  ___________________________________________________________________
 QP1835  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 QP1835  DYNAMIC HT  -         377.459 (meters)    1238.38  (feet)  COMP
 QP1835  MODELED GRAV-     980,597.7   (mgal)                       NAVD 88
 QP1835
 QP1835  VERT ORDER  -  SECOND    CLASS I
 QP1835
 QP1835.The horizontal coordinates were scaled from a topographic map and have
 QP1835.an estimated accuracy of +/- 6 seconds.
 QP1835
 QP1835.The orthometric height was determined by differential leveling
 QP1835.and adjusted by the National Geodetic Survey in June 1995..
 QP1835
 QP1835.The geoid height was determined by GEOID03.
 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     -   211,740.      667,710.      MT  (+/- 180 meters Scaled)
 QP1835
 QP1835                          SUPERSEDED SURVEY CONTROL
 QP1835
 QP1835.No superseded survey control is available for this station.
 QP1835
 QP1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL709974(NAD 83)
 QP1835_MARKER: DB = BENCH MARK 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: MNDT  
 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 - February 07, 1995
 QP1835
 QP1835  HISTORY     - Date     Condition        Report By
 QP1835  HISTORY     - 1979     MONUMENTED       MNDT
 QP1835  HISTORY     - 19950207 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2103 ***********************************************************************
 AI2103  DESIGNATION -  2613 B
 AI2103  PID         -  AI2103
 AI2103  STATE/COUNTY-  MN/GRANT
 AI2103  USGS QUAD   -  ELBOW LAKE (1973)
 AI2103
 AI2103                         *CURRENT SURVEY CONTROL
 AI2103  ___________________________________________________________________
 AI2103* NAD 83(1986)-  45 59 33.     (N)    095 56 07.     (W)     SCALED    
 AI2103* NAVD 88     -       374.001  (meters)    1227.03   (feet)  ADJUSTED  
 AI2103  ___________________________________________________________________
 AI2103  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AI2103  DYNAMIC HT  -         373.998 (meters)    1227.03  (feet)  COMP
 AI2103  MODELED GRAV-     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
 AI2103.and adjusted by the National Geodetic Survey in August 2000..
 AI2103
 AI2103.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI2104 ***********************************************************************
 AI2104  DESIGNATION -  2613 C
 AI2104  PID         -  AI2104
 AI2104  STATE/COUNTY-  MN/GRANT
 AI2104  USGS QUAD   -  ELBOW LAKE (1973)
 AI2104
 AI2104                         *CURRENT SURVEY CONTROL
 AI2104  ___________________________________________________________________
 AI2104* NAD 83(1986)-  45 59 30.     (N)    095 54 50.     (W)     SCALED    
 AI2104* NAVD 88     -       382.748  (meters)    1255.73   (feet)  ADJUSTED  
 AI2104  ___________________________________________________________________
 AI2104  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AI2104  DYNAMIC HT  -         382.745 (meters)    1255.72  (feet)  COMP
 AI2104  MODELED GRAV-     980,596.0   (mgal)                       NAVD 88
 AI2104
 AI2104  VERT ORDER  -  SECOND    CLASS I
 AI2104
 AI2104.The horizontal coordinates were scaled from a topographic map and have
 AI2104.an estimated accuracy of +/- 6 seconds.
 AI2104
 AI2104.The orthometric height was determined by differential leveling
 AI2104.and adjusted by the National Geodetic Survey in August 2000..
 AI2104
 AI2104.The geoid height was determined by GEOID03.
 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     -   211,570.      671,110.      MT  (+/- 180 meters Scaled)
 AI2104
 AI2104                          SUPERSEDED SURVEY CONTROL
 AI2104
 AI2104.No superseded survey control is available for this station.
 AI2104
 AI2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL743972(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2105 ***********************************************************************
 AI2105  DESIGNATION -  2613 D
 AI2105  PID         -  AI2105
 AI2105  STATE/COUNTY-  MN/GRANT
 AI2105  USGS QUAD   -  ELBOW LAKE (1973)
 AI2105
 AI2105                         *CURRENT SURVEY CONTROL
 AI2105  ___________________________________________________________________
 AI2105* NAD 83(1986)-  45 59 32.     (N)    095 53 18.     (W)     SCALED    
 AI2105* NAVD 88     -       357.105  (meters)    1171.60   (feet)  ADJUSTED  
 AI2105  ___________________________________________________________________
 AI2105  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AI2105  DYNAMIC HT  -         357.101 (meters)    1171.59  (feet)  COMP
 AI2105  MODELED GRAV-     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
 AI2105.and adjusted by the National Geodetic Survey in August 2000..
 AI2105
 AI2105.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI2106 ***********************************************************************
 AI2106  DESIGNATION -  2613 E
 AI2106  PID         -  AI2106
 AI2106  STATE/COUNTY-  MN/GRANT
 AI2106  USGS QUAD   -  ERDAHL (1973)
 AI2106
 AI2106                         *CURRENT SURVEY CONTROL
 AI2106  ___________________________________________________________________
 AI2106* NAD 83(1986)-  45 59 34.     (N)    095 52 01.     (W)     SCALED    
 AI2106* NAVD 88     -       357.450  (meters)    1172.73   (feet)  ADJUSTED  
 AI2106  ___________________________________________________________________
 AI2106  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AI2106  DYNAMIC HT  -         357.446 (meters)    1172.72  (feet)  COMP
 AI2106  MODELED GRAV-     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
 AI2106.and adjusted by the National Geodetic Survey in August 2000..
 AI2106
 AI2106.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI2107 ***********************************************************************
 AI2107  DESIGNATION -  2613 F
 AI2107  PID         -  AI2107
 AI2107  STATE/COUNTY-  MN/GRANT
 AI2107  USGS QUAD   -  ERDAHL (1973)
 AI2107
 AI2107                         *CURRENT SURVEY CONTROL
 AI2107  ___________________________________________________________________
 AI2107* NAD 83(1986)-  45 59 30.     (N)    095 51 03.     (W)     SCALED    
 AI2107* NAVD 88     -       363.395  (meters)    1192.24   (feet)  ADJUSTED  
 AI2107  ___________________________________________________________________
 AI2107  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AI2107  DYNAMIC HT  -         363.390 (meters)    1192.22  (feet)  COMP
 AI2107  MODELED GRAV-     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
 AI2107.and adjusted by the National Geodetic Survey in August 2000..
 AI2107
 AI2107.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI2108 ***********************************************************************
 AI2108  DESIGNATION -  2613 G
 AI2108  PID         -  AI2108
 AI2108  STATE/COUNTY-  MN/GRANT
 AI2108  USGS QUAD   -  ERDAHL (1973)
 AI2108
 AI2108                         *CURRENT SURVEY CONTROL
 AI2108  ___________________________________________________________________
 AI2108* NAD 83(1986)-  45 59 33.     (N)    095 49 53.     (W)     SCALED    
 AI2108* NAVD 88     -       382.339  (meters)    1254.39   (feet)  ADJUSTED  
 AI2108  ___________________________________________________________________
 AI2108  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AI2108  DYNAMIC HT  -         382.335 (meters)    1254.38  (feet)  COMP
 AI2108  MODELED GRAV-     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
 AI2108.and adjusted by the National Geodetic Survey in August 2000..
 AI2108
 AI2108.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI2109 ***********************************************************************
 AI2109  DESIGNATION -  2613 H
 AI2109  PID         -  AI2109
 AI2109  STATE/COUNTY-  MN/GRANT
 AI2109  USGS QUAD   -  ERDAHL (1973)
 AI2109
 AI2109                         *CURRENT SURVEY CONTROL
 AI2109  ___________________________________________________________________
 AI2109* NAD 83(1986)-  45 59 28.     (N)    095 48 42.     (W)     SCALED    
 AI2109* NAVD 88     -       385.227  (meters)    1263.87   (feet)  ADJUSTED  
 AI2109  ___________________________________________________________________
 AI2109  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AI2109  DYNAMIC HT  -         385.222 (meters)    1263.85  (feet)  COMP
 AI2109  MODELED GRAV-     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
 AI2109.and adjusted by the National Geodetic Survey in August 2000..
 AI2109
 AI2109.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI2110 ***********************************************************************
 AI2110  DESIGNATION -  2613 J
 AI2110  PID         -  AI2110
 AI2110  STATE/COUNTY-  MN/GRANT
 AI2110  USGS QUAD   -  ERDAHL (1973)
 AI2110
 AI2110                         *CURRENT SURVEY CONTROL
 AI2110  ___________________________________________________________________
 AI2110* NAD 83(1986)-  45 59 30.     (N)    095 47 22.     (W)     SCALED    
 AI2110* NAVD 88     -       396.557  (meters)    1301.04   (feet)  ADJUSTED  
 AI2110  ___________________________________________________________________
 AI2110  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AI2110  DYNAMIC HT  -         396.551 (meters)    1301.02  (feet)  COMP
 AI2110  MODELED GRAV-     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
 AI2110.and adjusted by the National Geodetic Survey in August 2000..
 AI2110
 AI2110.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG9881 ***********************************************************************
 DG9881  DESIGNATION -  2614 A
 DG9881  PID         -  DG9881
 DG9881  STATE/COUNTY-  MN/GRANT
 DG9881  USGS QUAD   -  ASHBY (1973)
 DG9881
 DG9881                         *CURRENT SURVEY CONTROL
 DG9881  ___________________________________________________________________
 DG9881* NAD 83(1996)-  46 02 58.68135(N)    095 49 54.55882(W)     ADJUSTED  
 DG9881* NAVD 88     -       378.0    (meters)    1240.     (feet)  GPS OBS   
 DG9881  ___________________________________________________________________
 DG9881  X           -    -450,593.924 (meters)                     COMP
 DG9881  Y           -  -4,411,642.377 (meters)                     COMP
 DG9881  Z           -   4,569,331.268 (meters)                     COMP
 DG9881  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 DG9881  ELLIP HEIGHT-         351.56  (meters)          (04/26/05) GPS OBS
 DG9881  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DG9881
 DG9881  HORZ ORDER  -  FIRST
 DG9881  ELLP ORDER  -  THIRD     CLASS II
 DG9881
 DG9881.The horizontal coordinates were established by GPS observations
 DG9881.and adjusted by the MN DEPT OF TRANSP in April 2005..
 DG9881
 DG9881.The orthometric height was determined by GPS observations and a
 DG9881.high-resolution geoid model.
 DG9881
 DG9881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9881
 DG9881.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9881
 DG9881.The ellipsoidal height was determined by GPS observations
 DG9881.and is referenced to NAD 83.
 DG9881
 DG9881.The geoid height was determined by GEOID03.
 DG9881
 DG9881;                    North         East     Units Scale Factor Converg.
 DG9881;SPC MN C     -   217,884.854   677,592.640   MT  0.99993436   -1 08 39.4
 DG9881;UTM  15      - 5,103,461.386   280,924.786   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.No superseded survey control is available for this station.
 DG9881
 DG9881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8092503461(NAD 83)
 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 = OCTOBER  6, 2006
 QO0428 ***********************************************************************
 QO0428  DESIGNATION -  267/2 BOLT
 QO0428  PID         -  QO0428
 QO0428  STATE/COUNTY-  MN/ANOKA
 QO0428  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0428
 QO0428                         *CURRENT SURVEY CONTROL
 QO0428  ___________________________________________________________________
 QO0428* NAD 83(1986)-  45 03 39.     (N)    093 16 53.     (W)     SCALED    
 QO0428* NAVD 88     -       253.337  (meters)     831.16   (feet)  ADJUSTED  
 QO0428  ___________________________________________________________________
 QO0428  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 QO0428  DYNAMIC HT  -         253.334 (meters)     831.15  (feet)  COMP
 QO0428  MODELED GRAV-     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
 QO0428.and adjusted by the National Geodetic Survey in June 1991..
 QO0428
 QO0428.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0589 ***********************************************************************
 RO0589  DESIGNATION -  2680 A
 RO0589  PID         -  RO0589
 RO0589  STATE/COUNTY-  MN/GRANT
 RO0589  USGS QUAD   -  FOURMILE LAKE (1973)
 RO0589
 RO0589                         *CURRENT SURVEY CONTROL
 RO0589  ___________________________________________________________________
 RO0589* NAD 83(1986)-  46 06 31.     (N)    095 53 49.     (W)     SCALED    
 RO0589* NAVD 88     -       388.610  (meters)    1274.96   (feet)  ADJUSTED  
 RO0589  ___________________________________________________________________
 RO0589  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 RO0589  DYNAMIC HT  -         388.610 (meters)    1274.96  (feet)  COMP
 RO0589  MODELED GRAV-     980,604.4   (mgal)                       NAVD 88
 RO0589
 RO0589  VERT ORDER  -  SECOND    CLASS 0
 RO0589
 RO0589.The horizontal coordinates were scaled from a topographic map and have
 RO0589.an estimated accuracy of +/- 6 seconds.
 RO0589
 RO0589.The orthometric height was determined by differential leveling
 RO0589.and adjusted by the National Geodetic Survey in June 1991..
 RO0589
 RO0589.The geoid height was determined by GEOID03.
 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     -   224,540.      672,690.      MT  (+/- 180 meters Scaled)
 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: 15TTM761101(NAD 83)
 RO0589_MARKER: DD = SURVEY DISK
 RO0589_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RO0589_SP_SET: ABUTMENT
 RO0589_STAMPING: 2680-A 1965
 RO0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0589
 RO0589  HISTORY     - Date     Condition        Report By
 RO0589  HISTORY     - 1965     MONUMENTED       MNDT
 RO0589  HISTORY     - 1967     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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1224 ***********************************************************************
 RO1224  DESIGNATION -  2680 A 1 RESET
 RO1224  PID         -  RO1224
 RO1224  STATE/COUNTY-  MN/GRANT
 RO1224  USGS QUAD   -  ASHBY (1973)
 RO1224
 RO1224                         *CURRENT SURVEY CONTROL
 RO1224  ___________________________________________________________________
 RO1224* NAD 83(1986)-  46 06 29.     (N)    095 52 29.     (W)     SCALED    
 RO1224* NAVD 88     -       402.19   (meters)    1319.5    (feet)  RESET     
 RO1224  ___________________________________________________________________
 RO1224  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 RO1224
 RO1224  VERT ORDER  -  THIRD
 RO1224
 RO1224.The horizontal coordinates were scaled from a topographic map and have
 RO1224.an estimated accuracy of +/- 6 seconds.
 RO1224
 RO1224.The orthometric height was computed from unverified reset data.
 RO1224
 RO1224.The geoid height was determined by GEOID03.
 RO1224
 RO1224;                    North         East    Units  Estimated Accuracy
 RO1224;SPC MN C     -   224,440.      674,410.      MT  (+/- 180 meters Scaled)
 RO1224
 RO1224                          SUPERSEDED SURVEY CONTROL
 RO1224
 RO1224.No superseded survey control is available for this station.
 RO1224
 RO1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM778100(NAD 83)
 RO1224_MARKER: DD = SURVEY DISK
 RO1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO1224_SP_SET: CONCRETE POST
 RO1224_STAMPING: 2680 A 1 1966
 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 = OCTOBER  6, 2006
 RO0584 ***********************************************************************
 RO0584  DESIGNATION -  2680 B
 RO0584  PID         -  RO0584
 RO0584  STATE/COUNTY-  MN/GRANT
 RO0584  USGS QUAD   -  FOURMILE LAKE (1973)
 RO0584
 RO0584                         *CURRENT SURVEY CONTROL
 RO0584  ___________________________________________________________________
 RO0584* NAD 83(1996)-  46 05 19.32937(N)    095 53 26.10329(W)     ADJUSTED  
 RO0584* NAVD 88     -       385.018  (meters)    1263.18   (feet)  ADJUSTED  
 RO0584  ___________________________________________________________________
 RO0584  X           -    -454,797.764 (meters)                     COMP
 RO0584  Y           -  -4,408,071.648 (meters)                     COMP
 RO0584  Z           -   4,572,349.336 (meters)                     COMP
 RO0584  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 RO0584  ELLIP HEIGHT-         358.56  (meters)          (04/26/05) GPS OBS
 RO0584  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 RO0584  DYNAMIC HT  -         385.018 (meters)    1263.18  (feet)  COMP
 RO0584  MODELED GRAV-     980,602.5   (mgal)                       NAVD 88
 RO0584
 RO0584  HORZ ORDER  -  FIRST
 RO0584  VERT ORDER  -  SECOND    CLASS 0
 RO0584  ELLP ORDER  -  THIRD     CLASS II
 RO0584
 RO0584.The horizontal coordinates were established by GPS observations
 RO0584.and adjusted by the MN DEPT OF TRANSP in April 2005..
 RO0584
 RO0584.The orthometric height was determined by differential leveling
 RO0584.and adjusted by the National Geodetic Survey in June 1991..
 RO0584
 RO0584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0584
 RO0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0584
 RO0584.The ellipsoidal height was determined by GPS observations
 RO0584.and is referenced to NAD 83.
 RO0584
 RO0584.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RO0584;SPC MN C     -   222,318.743   673,135.962   MT  0.99993121   -1 11 12.4
 RO0584;UTM  15      - 5,107,965.628   276,536.798   MT  1.00021391   -2 04 59.8
 RO0584
 RO0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0584!SPC MN C     -   0.99994379  x   0.99993121  =   0.99987501
 RO0584!UTM  15      -   0.99994379  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  NAVD 88 (04/26/05)  385.04   (m)         1263.3    (f) LEVELING    3  
 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: 15TTM7653707966(NAD 83)
 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 - November 15, 2004
 RO0584
 RO0584  HISTORY     - Date     Condition        Report By
 RO0584  HISTORY     - 1965     MONUMENTED       MNHD
 RO0584  HISTORY     - 1967     GOOD             MNDT
 RO0584  HISTORY     - 20040726 GOOD             MNDT
 RO0584  HISTORY     - 20041115 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 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0583 ***********************************************************************
 RO0583  DESIGNATION -  2680 C
 RO0583  PID         -  RO0583
 RO0583  STATE/COUNTY-  MN/GRANT
 RO0583  USGS QUAD   -  ASHBY (1973)
 RO0583
 RO0583                         *CURRENT SURVEY CONTROL
 RO0583  ___________________________________________________________________
 RO0583* NAD 83(1986)-  46 04 33.     (N)    095 52 25.     (W)     SCALED    
 RO0583* NAVD 88     -       378.276  (meters)    1241.06   (feet)  ADJUSTED  
 RO0583  ___________________________________________________________________
 RO0583  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RO0583  DYNAMIC HT  -         378.275 (meters)    1241.06  (feet)  COMP
 RO0583  MODELED GRAV-     980,601.4   (mgal)                       NAVD 88
 RO0583
 RO0583  VERT ORDER  -  SECOND    CLASS 0
 RO0583
 RO0583.The horizontal coordinates were scaled from a topographic map and have
 RO0583.an estimated accuracy of +/- 6 seconds.
 RO0583
 RO0583.The orthometric height was determined by differential leveling
 RO0583.and adjusted by the National Geodetic Survey in June 1991..
 RO0583
 RO0583.The geoid height was determined by GEOID03.
 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     -   220,860.      674,420.      MT  (+/- 180 meters Scaled)
 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: 15TTM777064(NAD 83)
 RO0583_MARKER: DD = SURVEY DISK
 RO0583_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RO0583_SP_SET: ABUTMENT
 RO0583_STAMPING: 2680-C 1965
 RO0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0583
 RO0583  HISTORY     - Date     Condition        Report By
 RO0583  HISTORY     - 1965     MONUMENTED       MNDT
 RO0583  HISTORY     - 1967     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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0580 ***********************************************************************
 RO0580  DESIGNATION -  2680 D
 RO0580  PID         -  RO0580
 RO0580  STATE/COUNTY-  MN/GRANT
 RO0580  USGS QUAD   -  ASHBY (1973)
 RO0580
 RO0580                         *CURRENT SURVEY CONTROL
 RO0580  ___________________________________________________________________
 RO0580* NAD 83(1996)-  46 03 52.73678(N)    095 51 23.30773(W)     ADJUSTED  
 RO0580* NAVD 88     -       392.496  (meters)    1287.71   (feet)  ADJUSTED  
 RO0580  ___________________________________________________________________
 RO0580  X           -    -452,370.464 (meters)                     COMP
 RO0580  Y           -  -4,410,262.575 (meters)                     COMP
 RO0580  Z           -   4,570,499.959 (meters)                     COMP
 RO0580  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 RO0580  ELLIP HEIGHT-         366.06  (meters)          (04/26/05) GPS OBS
 RO0580  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 RO0580  DYNAMIC HT  -         392.495 (meters)    1287.71  (feet)  COMP
 RO0580  MODELED GRAV-     980,599.9   (mgal)                       NAVD 88
 RO0580
 RO0580  HORZ ORDER  -  FIRST
 RO0580  VERT ORDER  -  SECOND    CLASS 0
 RO0580  ELLP ORDER  -  THIRD     CLASS II
 RO0580
 RO0580.The horizontal coordinates were established by GPS observations
 RO0580.and adjusted by the MN DEPT OF TRANSP in April 2005..
 RO0580
 RO0580.The orthometric height was determined by differential leveling
 RO0580.and adjusted by the National Geodetic Survey in June 1991..
 RO0580
 RO0580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0580
 RO0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0580
 RO0580.The ellipsoidal height was determined by GPS observations
 RO0580.and is referenced to NAD 83.
 RO0580
 RO0580.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RO0580;SPC MN C     -   219,591.794   675,719.044   MT  0.99993309   -1 09 43.6
 RO0580;UTM  15      - 5,105,197.853   279,077.614   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  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: 15TTM7907805198(NAD 83)
 RO0580_MARKER: DB = BENCH MARK DISK
 RO0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0580_STAMPING: 2680 D 1965
 RO0580_MARK LOGO: MNDT  
 RO0580_PROJECTION: FLUSH
 RO0580_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RO0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0580+STABILITY: SURFACE MOTION
 RO0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0580+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 RO0580
 RO0580  HISTORY     - Date     Condition        Report By
 RO0580  HISTORY     - 1965     MONUMENTED       MNDT
 RO0580  HISTORY     - 1967     GOOD             MNDT
 RO0580  HISTORY     - 20041115 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0579 ***********************************************************************
 RO0579  DESIGNATION -  2680 E
 RO0579  PID         -  RO0579
 RO0579  STATE/COUNTY-  MN/GRANT
 RO0579  USGS QUAD   -  ASHBY (1973)
 RO0579
 RO0579                         *CURRENT SURVEY CONTROL
 RO0579  ___________________________________________________________________
 RO0579* NAD 83(1996)-  46 02 53.95553(N)    095 50 53.84011(W)     ADJUSTED  
 RO0579* NAVD 88     -       390.908  (meters)    1282.50   (feet)  ADJUSTED  
 RO0579  ___________________________________________________________________
 RO0579  X           -    -451,873.446 (meters)                     COMP
 RO0579  Y           -  -4,411,626.119 (meters)                     COMP
 RO0579  Z           -   4,569,239.294 (meters)                     COMP
 RO0579  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 RO0579  ELLIP HEIGHT-         364.48  (meters)          (04/26/05) GPS OBS
 RO0579  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 RO0579  DYNAMIC HT  -         390.905 (meters)    1282.49  (feet)  COMP
 RO0579  MODELED GRAV-     980,598.0   (mgal)                       NAVD 88
 RO0579
 RO0579  HORZ ORDER  -  FIRST
 RO0579  VERT ORDER  -  SECOND    CLASS 0
 RO0579  ELLP ORDER  -  THIRD     CLASS II
 RO0579
 RO0579.The horizontal coordinates were established by GPS observations
 RO0579.and adjusted by the MN DEPT OF TRANSP in April 2005..
 RO0579
 RO0579.The orthometric height was determined by differential leveling
 RO0579.and adjusted by the National Geodetic Survey in June 1991..
 RO0579
 RO0579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0579
 RO0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0579
 RO0579.The ellipsoidal height was determined by GPS observations
 RO0579.and is referenced to NAD 83.
 RO0579
 RO0579.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RO0579;SPC MN C     -   217,764.562   676,315.587   MT  0.99993447   -1 09 22.3
 RO0579;UTM  15      - 5,103,361.035   279,645.678   MT  1.00019695   -2 03 05.0
 RO0579
 RO0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0579!SPC MN C     -   0.99994286  x   0.99993447  =   0.99987734
 RO0579!UTM  15      -   0.99994286  x   1.00019695  =   1.00013980
 RO0579
 RO0579                          SUPERSEDED SURVEY CONTROL
 RO0579
 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: 15TTM7964603361(NAD 83)
 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 - November 15, 2004
 RO0579
 RO0579  HISTORY     - Date     Condition        Report By
 RO0579  HISTORY     - 1965     MONUMENTED       MNHD
 RO0579  HISTORY     - 1967     GOOD             MNDT
 RO0579  HISTORY     - 20040726 GOOD             MNDT
 RO0579  HISTORY     - 20041115 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 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0578 ***********************************************************************
 RO0578  DESIGNATION -  2680 F
 RO0578  PID         -  RO0578
 RO0578  STATE/COUNTY-  MN/GRANT
 RO0578  USGS QUAD   -  ASHBY (1973)
 RO0578
 RO0578                         *CURRENT SURVEY CONTROL
 RO0578  ___________________________________________________________________
 RO0578* NAD 83(1986)-  46 02 07.     (N)    095 49 55.     (W)     SCALED    
 RO0578* NAVD 88     -       393.998  (meters)    1292.64   (feet)  ADJUSTED  
 RO0578  ___________________________________________________________________
 RO0578  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 RO0578  DYNAMIC HT  -         393.995 (meters)    1292.63  (feet)  COMP
 RO0578  MODELED GRAV-     980,596.0   (mgal)                       NAVD 88
 RO0578
 RO0578  VERT ORDER  -  SECOND    CLASS 0
 RO0578
 RO0578.The horizontal coordinates were scaled from a topographic map and have
 RO0578.an estimated accuracy of +/- 6 seconds.
 RO0578
 RO0578.The orthometric height was determined by differential leveling
 RO0578.and adjusted by the National Geodetic Survey in June 1991..
 RO0578
 RO0578.The geoid height was determined by GEOID03.
 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     -   216,290.      677,550.      MT  (+/- 180 meters Scaled)
 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: 15TTM808018(NAD 83)
 RO0578_MARKER: DD = SURVEY DISK
 RO0578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RO0578_SP_SET: ABUTMENT
 RO0578_STAMPING: 2680-F 1965
 RO0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0578
 RO0578  HISTORY     - Date     Condition        Report By
 RO0578  HISTORY     - 1965     MONUMENTED       MNDT
 RO0578  HISTORY     - 1967     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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0577 ***********************************************************************
 RO0577  DESIGNATION -  2680 G
 RO0577  PID         -  RO0577
 RO0577  STATE/COUNTY-  MN/GRANT
 RO0577  USGS QUAD   -  ASHBY (1973)
 RO0577
 RO0577                         *CURRENT SURVEY CONTROL
 RO0577  ___________________________________________________________________
 RO0577* NAD 83(1986)-  46 01 34.     (N)    095 48 39.     (W)     SCALED    
 RO0577* NAVD 88     -       387.289  (meters)    1270.63   (feet)  ADJUSTED  
 RO0577  ___________________________________________________________________
 RO0577  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 RO0577  DYNAMIC HT  -         387.285 (meters)    1270.62  (feet)  COMP
 RO0577  MODELED GRAV-     980,594.1   (mgal)                       NAVD 88
 RO0577
 RO0577  VERT ORDER  -  SECOND    CLASS 0
 RO0577
 RO0577.The horizontal coordinates were scaled from a topographic map and have
 RO0577.an estimated accuracy of +/- 6 seconds.
 RO0577
 RO0577.The orthometric height was determined by differential leveling
 RO0577.and adjusted by the National Geodetic Survey in June 1991..
 RO0577
 RO0577.The geoid height was determined by GEOID03.
 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     -   215,240.      679,170.      MT  (+/- 180 meters Scaled)
 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: 15TTM824007(NAD 83)
 RO0577_MARKER: DD = SURVEY DISK
 RO0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0577_STAMPING: 2680-G
 RO0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0577+STABILITY: SURFACE MOTION
 RO0577
 RO0577  HISTORY     - Date     Condition        Report By
 RO0577  HISTORY     - UNK      MONUMENTED       MNDT
 RO0577  HISTORY     - 1967     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0575 ***********************************************************************
 RO0575  DESIGNATION -  2680 H
 RO0575  PID         -  RO0575
 RO0575  STATE/COUNTY-  MN/GRANT
 RO0575  USGS QUAD   -  ASHBY (1973)
 RO0575
 RO0575                         *CURRENT SURVEY CONTROL
 RO0575  ___________________________________________________________________
 RO0575* NAD 83(1986)-  46 01 04.     (N)    095 47 17.     (W)     SCALED    
 RO0575* NAVD 88     -       397.803  (meters)    1305.13   (feet)  ADJUSTED  
 RO0575  ___________________________________________________________________
 RO0575  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 RO0575  DYNAMIC HT  -         397.798 (meters)    1305.11  (feet)  COMP
 RO0575  MODELED GRAV-     980,591.8   (mgal)                       NAVD 88
 RO0575
 RO0575  VERT ORDER  -  SECOND    CLASS 0
 RO0575
 RO0575.The horizontal coordinates were scaled from a topographic map and have
 RO0575.an estimated accuracy of +/- 6 seconds.
 RO0575
 RO0575.The orthometric height was determined by differential leveling
 RO0575.and adjusted by the National Geodetic Survey in June 1991..
 RO0575
 RO0575.The geoid height was determined by GEOID03.
 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     -   214,280.      680,910.      MT  (+/- 180 meters Scaled)
 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: 15TTL841998(NAD 83)
 RO0575_MARKER: DD = SURVEY DISK
 RO0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0575+STABILITY: SURFACE MOTION
 RO0575
 RO0575  HISTORY     - Date     Condition        Report By
 RO0575  HISTORY     - UNK      MONUMENTED       MNDT
 RO0575  HISTORY     - 1967     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9882 ***********************************************************************
 DG9882  DESIGNATION -  2680 J
 DG9882  PID         -  DG9882
 DG9882  STATE/COUNTY-  MN/GRANT
 DG9882  USGS QUAD   -  ASHBY (1973)
 DG9882
 DG9882                         *CURRENT SURVEY CONTROL
 DG9882  ___________________________________________________________________
 DG9882* NAD 83(1996)-  46 01 50.26369(N)    095 49 16.90247(W)     ADJUSTED  
 DG9882* NAVD 88     -       387.38   (meters)    1270.9    (feet)  LEVELING  
 DG9882  ___________________________________________________________________
 DG9882  X           -    -449,943.414 (meters)                     COMP
 DG9882  Y           -  -4,413,243.900 (meters)                     COMP
 DG9882  Z           -   4,567,871.611 (meters)                     COMP
 DG9882  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DG9882  ELLIP HEIGHT-         360.98  (meters)          (04/26/05) GPS OBS
 DG9882  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 DG9882
 DG9882  HORZ ORDER  -  FIRST
 DG9882  VERT ORDER  -  THIRD ?
 DG9882  ELLP ORDER  -  THIRD     CLASS II
 DG9882
 DG9882.The horizontal coordinates were established by GPS observations
 DG9882.and adjusted by the MN DEPT OF TRANSP in April 2005..
 DG9882
 DG9882.The orthometric height was determined by differential leveling.
 DG9882.The vertical network tie was performed by a horz. field party for horz.
 DG9882.obs reductions. Reset procedures were used to establish the elevation.
 DG9882
 DG9882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9882
 DG9882.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9882
 DG9882.The ellipsoidal height was determined by GPS observations
 DG9882.and is referenced to NAD 83.
 DG9882
 DG9882.The geoid height was determined by GEOID03.
 DG9882
 DG9882;                    North         East     Units Scale Factor Converg.
 DG9882;SPC MN C     -   215,756.859   678,360.071   MT  0.99993605   -1 08 12.1
 DG9882;UTM  15      - 5,101,321.122   281,659.071   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.No superseded survey control is available for this station.
 DG9882
 DG9882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8165901321(NAD 83)
 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 - 2004
 DG9882_ROD/PIPE-DEPTH:  9.1 meters
 DG9882
 DG9882  HISTORY     - Date     Condition        Report By
 DG9882  HISTORY     - 2004     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9883 ***********************************************************************
 DG9883  DESIGNATION -  2680 K
 DG9883  PID         -  DG9883
 DG9883  STATE/COUNTY-  MN/GRANT
 DG9883  USGS QUAD   -  ASHBY (1973)
 DG9883
 DG9883                         *CURRENT SURVEY CONTROL
 DG9883  ___________________________________________________________________
 DG9883* NAD 83(1996)-  46 00 52.70123(N)    095 46 58.90564(W)     ADJUSTED  
 DG9883* NAVD 88     -       404.52   (meters)    1327.2    (feet)  LEVELING  
 DG9883  ___________________________________________________________________
 DG9883  X           -    -447,120.810 (meters)                     COMP
 DG9883  Y           -  -4,414,828.318 (meters)                     COMP
 DG9883  Z           -   4,566,649.812 (meters)                     COMP
 DG9883  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 DG9883  ELLIP HEIGHT-         378.16  (meters)          (04/26/05) GPS OBS
 DG9883  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 DG9883
 DG9883  HORZ ORDER  -  FIRST
 DG9883  VERT ORDER  -  THIRD ?
 DG9883  ELLP ORDER  -  THIRD     CLASS II
 DG9883
 DG9883.The horizontal coordinates were established by GPS observations
 DG9883.and adjusted by the MN DEPT OF TRANSP in April 2005..
 DG9883
 DG9883.The orthometric height was determined by differential leveling.
 DG9883.The vertical network tie was performed by a horz. field party for horz.
 DG9883.obs reductions. Reset procedures were used to establish the elevation.
 DG9883
 DG9883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9883
 DG9883.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9883
 DG9883.The ellipsoidal height was determined by GPS observations
 DG9883.and is referenced to NAD 83.
 DG9883
 DG9883.The geoid height was determined by GEOID03.
 DG9883
 DG9883;                    North         East     Units Scale Factor Converg.
 DG9883;SPC MN C     -   213,921.883   681,292.636   MT  0.99993756   -1 06 32.3
 DG9883;UTM  15      - 5,099,440.138   284,563.335   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  =   0.99987828
 DG9883!UTM  15      -   0.99994072  x   1.00017060  =   1.00011131
 DG9883
 DG9883                          SUPERSEDED SURVEY CONTROL
 DG9883
 DG9883.No superseded survey control is available for this station.
 DG9883
 DG9883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8456399440(NAD 83)
 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 - 2004
 DG9883_ROD/PIPE-DEPTH:  6.1 meters
 DG9883
 DG9883  HISTORY     - Date     Condition        Report By
 DG9883  HISTORY     - 2004     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0619 ***********************************************************************
 QO0619  DESIGNATION -  269/3
 QO0619  PID         -  QO0619
 QO0619  STATE/COUNTY-  MN/HENNEPIN
 QO0619  USGS QUAD   -  COON RAPIDS (1993)
 QO0619
 QO0619                         *CURRENT SURVEY CONTROL
 QO0619  ___________________________________________________________________
 QO0619* NAD 83(1986)-  45 08 46.     (N)    093 18 34.     (W)     SCALED    
 QO0619* NAVD 88     -       257.337  (meters)     844.28   (feet)  ADJUSTED  
 QO0619  ___________________________________________________________________
 QO0619  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 QO0619  DYNAMIC HT  -         257.330 (meters)     844.26  (feet)  COMP
 QO0619  MODELED GRAV-     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
 QO0619.and adjusted by the National Geodetic Survey in June 1991..
 QO0619
 QO0619.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0288 ***********************************************************************
 QO0288  DESIGNATION -  27 A RESET
 QO0288  PID         -  QO0288
 QO0288  STATE/COUNTY-  MN/CHISAGO
 QO0288  USGS QUAD   -  NORTH BRANCH (1983)
 QO0288
 QO0288                         *CURRENT SURVEY CONTROL
 QO0288  ___________________________________________________________________
 QO0288* NAD 83(1986)-  45 30 33.     (N)    092 58 49.     (W)     SCALED    
 QO0288* NAVD 88     -       273.166  (meters)     896.21   (feet)  ADJUSTED  
 QO0288  ___________________________________________________________________
 QO0288  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 QO0288  DYNAMIC HT  -         273.157 (meters)     896.18  (feet)  COMP
 QO0288  MODELED GRAV-     980,576.3   (mgal)                       NAVD 88
 QO0288
 QO0288  VERT ORDER  -  SECOND    CLASS 0
 QO0288
 QO0288.The horizontal coordinates were scaled from a topographic map and have
 QO0288.an estimated accuracy of +/- 6 seconds.
 QO0288
 QO0288.The orthometric height was determined by differential leveling
 QO0288.and adjusted by the National Geodetic Survey in June 1991..
 QO0288
 QO0288.The geoid height was determined by GEOID03.
 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     -   157,390.      899,220.      MT  (+/- 180 meters Scaled)
 QO0288
 QO0288                          SUPERSEDED SURVEY CONTROL
 QO0288
 QO0288.No superseded survey control is available for this station.
 QO0288
 QO0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL015395(NAD 83)
 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_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0288
 QO0288  HISTORY     - Date     Condition        Report By
 QO0288  HISTORY     - 1966     MONUMENTED       MNDT
 QO0288  HISTORY     - 1975     GOOD             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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0287 ***********************************************************************
 QO0287  DESIGNATION -  27 BOLT
 QO0287  PID         -  QO0287
 QO0287  STATE/COUNTY-  MN/CHISAGO
 QO0287  USGS QUAD   -  NORTH BRANCH (1983)
 QO0287
 QO0287                         *CURRENT SURVEY CONTROL
 QO0287  ___________________________________________________________________
 QO0287* NAD 83(1986)-  45 30 33.     (N)    092 58 49.     (W)     SCALED    
 QO0287* NAVD 88     -       271.934  (meters)     892.17   (feet)  ADJUSTED  
 QO0287  ___________________________________________________________________
 QO0287  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 QO0287  DYNAMIC HT  -         271.925 (meters)     892.14  (feet)  COMP
 QO0287  MODELED GRAV-     980,576.3   (mgal)                       NAVD 88
 QO0287
 QO0287  VERT ORDER  -  SECOND    CLASS 0
 QO0287
 QO0287.The horizontal coordinates were scaled from a topographic map and have
 QO0287.an estimated accuracy of +/- 6 seconds.
 QO0287
 QO0287.The orthometric height was determined by differential leveling
 QO0287.and adjusted by the National Geodetic Survey in June 1991..
 QO0287.WARNING-Repeat measurements at this control monument indicate possible
 QO0287.vertical movement.
 QO0287
 QO0287.The geoid height was determined by GEOID03.
 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     -   157,390.      899,220.      MT  (+/- 180 meters Scaled)
 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: 15TWL015395(NAD 83)
 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_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0287
 QO0287  HISTORY     - Date     Condition        Report By
 QO0287  HISTORY     - UNK      MONUMENTED       MRC
 QO0287  HISTORY     - 1966     GOOD             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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9862 ***********************************************************************
 AH9862  DESIGNATION -  27 CER
 AH9862  PID         -  AH9862
 AH9862  STATE/COUNTY-  MN/MAHNOMEN
 AH9862  USGS QUAD   -  ROY LAKE (1969)
 AH9862
 AH9862                         *CURRENT SURVEY CONTROL
 AH9862  ___________________________________________________________________
 AH9862* NAD 83(1986)-  47 19 32.     (N)    095 33 05.     (W)     SCALED    
 AH9862* NAVD 88     -       459.387  (meters)    1507.17   (feet)  ADJUSTED  
 AH9862  ___________________________________________________________________
 AH9862  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AH9862  DYNAMIC HT  -         459.422 (meters)    1507.29  (feet)  COMP
 AH9862  MODELED GRAV-     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
 AH9862.and adjusted by the National Geodetic Survey in June 2004..
 AH9862
 AH9862.The geoid height was determined by GEOID03.
 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: 15TUN072445(NAD 83)
 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 = OCTOBER  6, 2006
 DH3130 ***********************************************************************
 DH3130  DESIGNATION -  27 DWB
 DH3130  PID         -  DH3130
 DH3130  STATE/COUNTY-  MN/PIPESTONE
 DH3130  USGS QUAD   -  PIPESTONE NORTH (1967)
 DH3130
 DH3130                         *CURRENT SURVEY CONTROL
 DH3130  ___________________________________________________________________
 DH3130* NAD 83(1996)-  44 06 37.67845(N)    096 19 34.55916(W)     ADJUSTED  
 DH3130* NAVD 88     -       526.8    (meters)    1728.     (feet)  GPS OBS   
 DH3130  ___________________________________________________________________
 DH3130  X           -    -505,474.556 (meters)                     COMP
 DH3130  Y           -  -4,559,366.935 (meters)                     COMP
 DH3130  Z           -   4,417,261.435 (meters)                     COMP
 DH3130  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 DH3130  ELLIP HEIGHT-         500.94  (meters)          (04/27/05) GPS OBS
 DH3130  GEOID HEIGHT-         -25.90  (meters)                     GEOID03
 DH3130
 DH3130  HORZ ORDER  -  FIRST
 DH3130  ELLP ORDER  -  THIRD     CLASS II
 DH3130
 DH3130.The horizontal coordinates were established by GPS observations
 DH3130.and adjusted by the MN DEPT OF TRANSP in April 2005..
 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 DEFLEC99 derived deflections.
 DH3130
 DH3130.The ellipsoidal height was determined by GPS observations
 DH3130.and is referenced to NAD 83.
 DH3130
 DH3130.The geoid height was determined by GEOID03.
 DH3130
 DH3130;                    North         East     Units Scale Factor Converg.
 DH3130;SPC MN S     -   226,035.350   613,800.894   MT  0.99994519   -1 37 50.0
 DH3130;UTM  14      - 4,887,618.470   713,968.609   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  =   0.99986665
 DH3130!UTM  14      -   0.99992146  x   1.00016311  =   1.00008455
 DH3130
 DH3130                          SUPERSEDED SURVEY CONTROL
 DH3130
 DH3130.No superseded survey control is available for this station.
 DH3130
 DH3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1396987618(NAD 83)
 DH3130_MARKER: DD = SURVEY DISK
 DH3130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3130_STAMPING: 27 DWB 1965
 DH3130_MARK LOGO: USGS  
 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 - June 23, 2004
 DH3130
 DH3130  HISTORY     - Date     Condition        Report By
 DH3130  HISTORY     - 1965     MONUMENTED       USGS
 DH3130  HISTORY     - 20040623 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6834 ***********************************************************************
 DF6834  DESIGNATION -  27 JMK
 DF6834  PID         -  DF6834
 DF6834  STATE/COUNTY-  MN/WATONWAN
 DF6834  USGS QUAD   -  GODAHL (1967)
 DF6834
 DF6834                         *CURRENT SURVEY CONTROL
 DF6834  ___________________________________________________________________
 DF6834* NAD 83(1996)-  44 02 10.82246(N)    094 44 20.29208(W)     ADJUSTED  
 DF6834* NAVD 88     -       332.9    (meters)    1092.     (feet)  GPS OBS   
 DF6834  ___________________________________________________________________
 DF6834  X           -    -379,447.835 (meters)                     COMP
 DF6834  Y           -  -4,577,188.768 (meters)                     COMP
 DF6834  Z           -   4,411,207.355 (meters)                     COMP
 DF6834  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 DF6834  ELLIP HEIGHT-         305.12  (meters)          (08/01/03) GPS OBS
 DF6834  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DF6834
 DF6834  HORZ ORDER  -  FIRST
 DF6834  ELLP ORDER  -  THIRD     CLASS I
 DF6834
 DF6834.The horizontal coordinates were established by GPS observations
 DF6834.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6834
 DF6834.The orthometric height was determined by GPS observations and a
 DF6834.high-resolution geoid model.
 DF6834
 DF6834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6834
 DF6834.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6834
 DF6834.The ellipsoidal height was determined by GPS observations
 DF6834.and is referenced to NAD 83.
 DF6834
 DF6834.The geoid height was determined by GEOID03.
 DF6834
 DF6834;                    North         East     Units Scale Factor Converg.
 DF6834;SPC MN S     -   215,417.365   740,769.700   MT  0.99995479   -0 31 04.7
 DF6834;UTM  15      - 4,877,379.044   360,663.994   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  =   0.99990695
 DF6834!UTM  15      -   0.99995216  x   0.99983878  =   0.99979095
 DF6834
 DF6834                          SUPERSEDED SURVEY CONTROL
 DF6834
 DF6834.No superseded survey control is available for this station.
 DF6834
 DF6834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6066477379(NAD 83)
 DF6834_MARKER: DD = SURVEY DISK
 DF6834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6834_STAMPING: 27 JMK 1966
 DF6834_MARK LOGO: USGS  
 DF6834_PROJECTION: FLUSH
 DF6834_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF6834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6834+STABILITY: SURFACE MOTION
 DF6834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6834+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2002
 DF6834
 DF6834  HISTORY     - Date     Condition        Report By
 DF6834  HISTORY     - 1966     MONUMENTED       USGS
 DF6834  HISTORY     - 20021002 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1845 ***********************************************************************
 PP1845  DESIGNATION -  27 L
 PP1845  PID         -  PP1845
 PP1845  STATE/COUNTY-  MN/SCOTT
 PP1845  USGS QUAD   -  SHAKOPEE (1993)
 PP1845
 PP1845                         *CURRENT SURVEY CONTROL
 PP1845  ___________________________________________________________________
 PP1845* NAD 83(1986)-  44 48 03.     (N)    093 31 40.     (W)     SCALED    
 PP1845* NAVD 88     -       216.591  (meters)     710.60   (feet)  ADJUSTED  
 PP1845  ___________________________________________________________________
 PP1845  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 PP1845  DYNAMIC HT  -         216.587 (meters)     710.59  (feet)  COMP
 PP1845  MODELED GRAV-     980,591.0   (mgal)                       NAVD 88
 PP1845
 PP1845  VERT ORDER  -  SECOND    CLASS 0
 PP1845
 PP1845.The horizontal coordinates were scaled from a topographic map and have
 PP1845.an estimated accuracy of +/- 6 seconds.
 PP1845
 PP1845.The orthometric height was determined by differential leveling
 PP1845.and adjusted by the National Geodetic Survey in June 1991..
 PP1845
 PP1845.The geoid height was determined by GEOID03.
 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     -   300,200.      837,360.      MT  (+/- 180 meters Scaled)
 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: 15TVK582609(NAD 83)
 PP1845_MARKER: DD = SURVEY DISK
 PP1845_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1845_SP_SET: BASE
 PP1845_STAMPING: 27 L
 PP1845_MARK LOGO: USE   
 PP1845_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1845
 PP1845  HISTORY     - Date     Condition        Report By
 PP1845  HISTORY     - UNK      MONUMENTED       USE
 PP1845  HISTORY     - 1972     GOOD             MNDT
 PP1845  HISTORY     - 1984     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5047 ***********************************************************************
 AC5047  DESIGNATION -  27 LMT
 AC5047  PID         -  AC5047
 AC5047  STATE/COUNTY-  MN/HOUSTON
 AC5047  USGS QUAD   -  WILMINGTON (1965)
 AC5047
 AC5047                         *CURRENT SURVEY CONTROL
 AC5047  ___________________________________________________________________
 AC5047* NAD 83(1996)-  43 37 24.43410(N)    091 33 00.90034(W)     ADJUSTED  
 AC5047* NAVD 88     -       353.2    (meters)    1159.     (feet)  GPS OBS   
 AC5047  ___________________________________________________________________
 AC5047  X           -    -125,114.381 (meters)                     COMP
 AC5047  Y           -  -4,622,980.924 (meters)                     COMP
 AC5047  Z           -   4,378,123.604 (meters)                     COMP
 AC5047  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 AC5047  ELLIP HEIGHT-         322.72  (meters)          (01/15/97) GPS OBS
 AC5047  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 AC5047
 AC5047  HORZ ORDER  -  FIRST
 AC5047  ELLP ORDER  -  FOURTH    CLASS II
 AC5047
 AC5047.The horizontal coordinates were established by GPS observations
 AC5047.and adjusted by the National Geodetic Survey in January 1997..
 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.
 AC5047
 AC5047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5047
 AC5047.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5047
 AC5047.The ellipsoidal height was determined by GPS observations
 AC5047.and is referenced to NAD 83.
 AC5047
 AC5047.The geoid height was determined by GEOID03.
 AC5047
 AC5047;                    North         East     Units Scale Factor Converg.
 AC5047;SPC MN S     -   172,237.388   997,701.500   MT  1.00003847   +1 43 01.6
 AC5047;UTM  15      - 4,831,073.119   616,965.603   MT  0.99976828   +1 00 01.1
 AC5047
 AC5047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5047!SPC MN S     -   0.99994940  x   1.00003847  =   0.99998786
 AC5047!UTM  15      -   0.99994940  x   0.99976828  =   0.99971769
 AC5047
 AC5047                          SUPERSEDED SURVEY CONTROL
 AC5047
 AC5047.No superseded survey control is available for this station.
 AC5047
 AC5047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1696631073(NAD 83)
 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_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 - March 15, 1996
 AC5047
 AC5047  HISTORY     - Date     Condition        Report By
 AC5047  HISTORY     - 1963     MONUMENTED       USGS
 AC5047  HISTORY     - 19960315 GOOD             MN-055
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9567 ***********************************************************************
 DE9567  DESIGNATION -  27 SEM
 DE9567  PID         -  DE9567
 DE9567  STATE/COUNTY-  MN/NOBLES
 DE9567  USGS QUAD   -  MAGNOLIA (1967)
 DE9567
 DE9567                         *CURRENT SURVEY CONTROL
 DE9567  ___________________________________________________________________
 DE9567* NAD 83(1996)-  43 44 51.38435(N)    096 02 00.13256(W)     ADJUSTED  
 DE9567* NAVD 88     -       480.8    (meters)    1577.     (feet)  GPS OBS   
 DE9567  ___________________________________________________________________
 DE9567  X           -    -485,097.216 (meters)                     COMP
 DE9567  Y           -  -4,589,676.183 (meters)                     COMP
 DE9567  Z           -   4,388,190.313 (meters)                     COMP
 DE9567  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 DE9567  ELLIP HEIGHT-         454.45  (meters)          (01/17/03) GPS OBS
 DE9567  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 DE9567
 DE9567  HORZ ORDER  -  FIRST
 DE9567  ELLP ORDER  -  THIRD     CLASS I
 DE9567
 DE9567.The horizontal coordinates were established by GPS observations
 DE9567.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9567
 DE9567.The orthometric height was determined by GPS observations and a
 DE9567.high-resolution geoid model.
 DE9567
 DE9567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9567
 DE9567.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9567
 DE9567.The ellipsoidal height was determined by GPS observations
 DE9567.and is referenced to NAD 83.
 DE9567
 DE9567.The geoid height was determined by GEOID03.
 DE9567
 DE9567;                    North         East     Units Scale Factor Converg.
 DE9567;SPC MN S     -   185,106.087   636,236.945   MT  1.00000793   -1 25 30.9
 DE9567;UTM  14      - 4,848,118.605   738,857.674   MT  1.00030180   +2 03 08.4
 DE9567;UTM  15      - 4,848,313.347   255,768.519   MT  1.00033374   -2 05 54.8
 DE9567
 DE9567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9567!SPC MN S     -   0.99992874  x   1.00000793  =   0.99993667
 DE9567!UTM  14      -   0.99992874  x   1.00030180  =   1.00023052
 DE9567!UTM  15      -   0.99992874  x   1.00033374  =   1.00026246
 DE9567
 DE9567                          SUPERSEDED SURVEY CONTROL
 DE9567
 DE9567.No superseded survey control is available for this station.
 DE9567
 DE9567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP3885848119(NAD 83)
 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 = OCTOBER  6, 2006
 DG5778 ***********************************************************************
 DG5778  DESIGNATION -  27 SEM
 DG5778  PID         -  DG5778
 DG5778  STATE/COUNTY-  MN/AITKIN
 DG5778  USGS QUAD   -  MINNEWAWA (1970)
 DG5778
 DG5778                         *CURRENT SURVEY CONTROL
 DG5778  ___________________________________________________________________
 DG5778* NAD 83(1986)-  46 42 37.     (N)    093 18 24.     (W)     SCALED    
 DG5778* NAVD 88     -       381.688  (meters)    1252.25   (feet)  ADJUSTED  
 DG5778  ___________________________________________________________________
 DG5778  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DG5778  DYNAMIC HT  -         381.713 (meters)    1252.34  (feet)  COMP
 DG5778  MODELED GRAV-     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
 DG5778.and adjusted by the National Geodetic Survey in December 2004..
 DG5778
 DG5778.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1086 ***********************************************************************
 PQ1086  DESIGNATION -  27 T
 PQ1086  PID         -  PQ1086
 PQ1086  STATE/COUNTY-  MN/LYON
 PQ1086  USGS QUAD   -  MARSHALL SE (1963)
 PQ1086
 PQ1086                         *CURRENT SURVEY CONTROL
 PQ1086  ___________________________________________________________________
 PQ1086* NAD 83(1996)-  44 22 12.97736(N)    095 49 13.85735(W)     ADJUSTED  
 PQ1086* NAVD 88     -       403.02   (+/-2cm)    1322.2    (feet)  VERTCON   
 PQ1086  ___________________________________________________________________
 PQ1086  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 PQ1086  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 PQ1086
 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.The vertical order pertains to the NGVD 29 superseded value.
 PQ1086
 PQ1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1086
 PQ1086.The geoid height was determined by GEOID03.
 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;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  =   0.99986566
 PQ1086!UTM  15      -   0.99994101  x   1.00022110  =   1.00016209
 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: 15TTK7527716869(NAD 83)
 PQ1086_MARKER: DB = BENCH MARK DISK
 PQ1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1086_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 PP1386 ***********************************************************************
 PP1386  DESIGNATION -  2701 B RESET
 PP1386  PID         -  PP1386
 PP1386  STATE/COUNTY-  MN/HENNEPIN
 PP1386  USGS QUAD   -  EDEN PRAIRIE (1993)
 PP1386
 PP1386                         *CURRENT SURVEY CONTROL
 PP1386  ___________________________________________________________________
 PP1386* NAD 83(1996)-  44 51 45.35991(N)    093 29 27.09271(W)     ADJUSTED  
 PP1386* NAVD 88     -       272.010  (meters)     892.42   (feet)  ADJUSTED  
 PP1386  ___________________________________________________________________
 PP1386  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 PP1386  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 PP1386  DYNAMIC HT  -         272.003 (meters)     892.40  (feet)  COMP
 PP1386  MODELED GRAV-     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.No horizontal observational check was made to the station.
 PP1386
 PP1386.The orthometric height was determined by differential leveling
 PP1386.and adjusted by the National Geodetic Survey in November 1999..
 PP1386
 PP1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1386
 PP1386.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1386;SPC MN S     -   307,083.519   840,237.380   MT  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     -   0.99996155  x   0.99994187  =   0.99990342
 PP1386!UTM  15      -   0.99996155  x   0.99961849  =   0.99958005
 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_MARKER: DB = BENCH MARK DISK
 PP1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1386_STAMPING: 2701 B RESET 1971
 PP1386_MARK LOGO: MNDT  
 PP1386_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PP1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1386+STABILITY: SURFACE MOTION
 PP1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1386+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1992
 PP1386
 PP1386  HISTORY     - Date     Condition        Report By
 PP1386  HISTORY     - 1971     MONUMENTED       MNDT
 PP1386  HISTORY     - 1976     GOOD             MNDT
 PP1386  HISTORY     - 1983     GOOD             MNDT
 PP1386  HISTORY     - 19921103 GOOD             MNDT
 PP1386  HISTORY     - 20030725 MARK NOT FOUND   USPSQD
 PP1386
 PP1386                          STATION DESCRIPTION
 PP1386
 PP1386'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1140 ***********************************************************************
 PP1140  DESIGNATION -  2701 C
 PP1140  PID         -  PP1140
 PP1140  STATE/COUNTY-  MN/HENNEPIN
 PP1140  USGS QUAD   -  EDEN PRAIRIE (1993)
 PP1140
 PP1140                         *CURRENT SURVEY CONTROL
 PP1140  ___________________________________________________________________
 PP1140* NAD 83(1986)-  44 51 42.     (N)    093 28 37.     (W)     SCALED    
 PP1140* NAVD 88     -       272.189  (meters)     893.01   (feet)  ADJUSTED  
 PP1140  ___________________________________________________________________
 PP1140  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 PP1140  DYNAMIC HT  -         272.182 (meters)     892.98  (feet)  COMP
 PP1140  MODELED GRAV-     980,583.4   (mgal)                       NAVD 88
 PP1140
 PP1140  VERT ORDER  -  SECOND    CLASS I
 PP1140
 PP1140.The horizontal coordinates were scaled from a topographic map and have
 PP1140.an estimated accuracy of +/- 6 seconds.
 PP1140
 PP1140.The orthometric height was determined by differential leveling
 PP1140.and adjusted by the National Geodetic Survey in June 1991..
 PP1140
 PP1140.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PP1140;SPC MN S     -   306,990.      841,340.      MT  (+/- 180 meters Scaled)
 PP1140
 PP1140                          SUPERSEDED SURVEY CONTROL
 PP1140
 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: 15TVK623676(NAD 83)
 PP1140_MARKER: DB = BENCH MARK DISK
 PP1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1140_STAMPING: 2701 C 1967
 PP1140_MARK LOGO: MNDT  
 PP1140_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PP1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1140+STABILITY: SURFACE MOTION
 PP1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1140+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1992
 PP1140
 PP1140  HISTORY     - Date     Condition        Report By
 PP1140  HISTORY     - 1967     MONUMENTED       MNDT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1144 ***********************************************************************
 PP1144  DESIGNATION -  2701 E
 PP1144  PID         -  PP1144
 PP1144  STATE/COUNTY-  MN/HENNEPIN
 PP1144  USGS QUAD   -  EDEN PRAIRIE (1993)
 PP1144
 PP1144                         *CURRENT SURVEY CONTROL
 PP1144  ___________________________________________________________________
 PP1144* NAD 83(1986)-  44 51 44.     (N)    093 26 03.     (W)     SCALED    
 PP1144* NAVD 88     -       269.813  (meters)     885.21   (feet)  ADJUSTED  
 PP1144  ___________________________________________________________________
 PP1144  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 PP1144  DYNAMIC HT  -         269.807 (meters)     885.19  (feet)  COMP
 PP1144  MODELED GRAV-     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
 PP1144.and adjusted by the National Geodetic Survey in November 1999..
 PP1144.No vertical observational check was made to the station.
 PP1144
 PP1144.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1387 ***********************************************************************
 PP1387  DESIGNATION -  2701 J
 PP1387  PID         -  PP1387
 PP1387  STATE/COUNTY-  MN/HENNEPIN
 PP1387  USGS QUAD   -  EDEN PRAIRIE (1993)
 PP1387
 PP1387                         *CURRENT SURVEY CONTROL
 PP1387  ___________________________________________________________________
 PP1387* NAD 83(1986)-  44 51 45.     (N)    093 29 59.     (W)     SCALED    
 PP1387* NAVD 88     -       271.218  (meters)     889.82   (feet)  ADJUSTED  
 PP1387  ___________________________________________________________________
 PP1387  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 PP1387  DYNAMIC HT  -         271.212 (meters)     889.80  (feet)  COMP
 PP1387  MODELED GRAV-     980,586.0   (mgal)                       NAVD 88
 PP1387
 PP1387  VERT ORDER  -  SECOND    CLASS 0
 PP1387
 PP1387.The horizontal coordinates were scaled from a topographic map and have
 PP1387.an estimated accuracy of +/- 6 seconds.
 PP1387
 PP1387.The orthometric height was determined by differential leveling
 PP1387.and adjusted by the National Geodetic Survey in June 1991..
 PP1387
 PP1387.The geoid height was determined by GEOID03.
 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     -   307,070.      839,540.      MT  (+/- 180 meters Scaled)
 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: 15TVK605677(NAD 83)
 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: MNDT  
 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 - November 03, 1992
 PP1387
 PP1387  HISTORY     - Date     Condition        Report By
 PP1387  HISTORY     - 1970     MONUMENTED       MNDT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE2852 ***********************************************************************
 AE2852  DESIGNATION -  2701 L
 AE2852  PID         -  AE2852
 AE2852  STATE/COUNTY-  MN/HENNEPIN
 AE2852  USGS QUAD   -  EDEN PRAIRIE (1993)
 AE2852
 AE2852                         *CURRENT SURVEY CONTROL
 AE2852  ___________________________________________________________________
 AE2852* NAD 83(1986)-  44 51 45.     (N)    093 26 34.     (W)     SCALED    
 AE2852* NAVD 88     -       260.192  (meters)     853.65   (feet)  ADJUSTED  
 AE2852  ___________________________________________________________________
 AE2852  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AE2852  DYNAMIC HT  -         260.186 (meters)     853.63  (feet)  COMP
 AE2852  MODELED GRAV-     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
 AE2852.and adjusted by the National Geodetic Survey in November 1999..
 AE2852
 AE2852.The geoid height was determined by GEOID03.
 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_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 - February 05, 1993
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5189 ***********************************************************************
 AE5189  DESIGNATION -  2701 M
 AE5189  PID         -  AE5189
 AE5189  STATE/COUNTY-  MN/HENNEPIN
 AE5189  USGS QUAD   -  SHAKOPEE (1993)
 AE5189
 AE5189                         *CURRENT SURVEY CONTROL
 AE5189  ___________________________________________________________________
 AE5189* NAD 83(1986)-  44 51 45.     (N)    093 30 39.     (W)     SCALED    
 AE5189* NAVD 88     -       282.267  (meters)     926.07   (feet)  ADJUSTED  
 AE5189  ___________________________________________________________________
 AE5189  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AE5189  DYNAMIC HT  -         282.262 (meters)     926.05  (feet)  COMP
 AE5189  MODELED GRAV-     980,588.3   (mgal)                       NAVD 88
 AE5189
 AE5189  VERT ORDER  -  SECOND    CLASS I
 AE5189
 AE5189.The horizontal coordinates were scaled from a topographic map and have
 AE5189.an estimated accuracy of +/- 6 seconds.
 AE5189
 AE5189.The orthometric height was determined by differential leveling
 AE5189.and adjusted by the National Geodetic Survey in November 1999..
 AE5189
 AE5189.The geoid height was determined by GEOID03.
 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     -   307,060.      838,660.      MT  (+/- 180 meters Scaled)
 AE5189
 AE5189                          SUPERSEDED SURVEY CONTROL
 AE5189
 AE5189.No superseded survey control is available for this station.
 AE5189
 AE5189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK596678(NAD 83)
 AE5189_MARKER: DV = VERTICAL CONTROL DISK
 AE5189_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 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 14, 2003
 AE5189
 AE5189  HISTORY     - Date     Condition        Report By
 AE5189  HISTORY     - 1992     MONUMENTED       MNDT
 AE5189  HISTORY     - 20030714 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5190 ***********************************************************************
 AE5190  DESIGNATION -  2701 N
 AE5190  PID         -  AE5190
 AE5190  STATE/COUNTY-  MN/HENNEPIN
 AE5190  USGS QUAD   -  EDEN PRAIRIE (1993)
 AE5190
 AE5190                         *CURRENT SURVEY CONTROL
 AE5190  ___________________________________________________________________
 AE5190* NAD 83(1986)-  44 51 46.     (N)    093 29 06.     (W)     SCALED    
 AE5190* NAVD 88     -       268.882  (meters)     882.16   (feet)  ADJUSTED  
 AE5190  ___________________________________________________________________
 AE5190  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AE5190  DYNAMIC HT  -         268.875 (meters)     882.13  (feet)  COMP
 AE5190  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 AE5190
 AE5190  VERT ORDER  -  SECOND    CLASS I
 AE5190
 AE5190.The horizontal coordinates were scaled from a topographic map and have
 AE5190.an estimated accuracy of +/- 6 seconds.
 AE5190
 AE5190.The orthometric height was determined by differential leveling
 AE5190.and adjusted by the National Geodetic Survey in November 1999..
 AE5190
 AE5190.The geoid height was determined by GEOID03.
 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     -   307,110.      840,700.      MT  (+/- 180 meters Scaled)
 AE5190
 AE5190                          SUPERSEDED SURVEY CONTROL
 AE5190
 AE5190.No superseded survey control is available for this station.
 AE5190
 AE5190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK616678(NAD 83)
 AE5190_MARKER: DV = VERTICAL CONTROL DISK
 AE5190_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE5190_STAMPING: 2701 N 1992
 AE5190_MARK LOGO: MNDT  
 AE5190_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5190+STABILITY: SURFACE MOTION
 AE5190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5190+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 AE5190
 AE5190  HISTORY     - Date     Condition        Report By
 AE5190  HISTORY     - 1992     MONUMENTED       MNDT
 AE5190  HISTORY     - 20030714 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5191 ***********************************************************************
 AE5191  DESIGNATION -  2701 P
 AE5191  PID         -  AE5191
 AE5191  STATE/COUNTY-  MN/HENNEPIN
 AE5191  USGS QUAD   -  EDEN PRAIRIE (1993)
 AE5191
 AE5191                         *CURRENT SURVEY CONTROL
 AE5191  ___________________________________________________________________
 AE5191* NAD 83(1986)-  44 51 43.     (N)    093 28 35.     (W)     SCALED    
 AE5191* NAVD 88     -       272.508  (meters)     894.05   (feet)  ADJUSTED  
 AE5191  ___________________________________________________________________
 AE5191  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AE5191  DYNAMIC HT  -         272.501 (meters)     894.03  (feet)  COMP
 AE5191  MODELED GRAV-     980,583.5   (mgal)                       NAVD 88
 AE5191
 AE5191  VERT ORDER  -  SECOND    CLASS I
 AE5191
 AE5191.The horizontal coordinates were scaled from a topographic map and have
 AE5191.an estimated accuracy of +/- 6 seconds.
 AE5191
 AE5191.The orthometric height was determined by differential leveling
 AE5191.and adjusted by the National Geodetic Survey in November 1999..
 AE5191
 AE5191.The geoid height was determined by GEOID03.
 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     -   307,020.      841,380.      MT  (+/- 180 meters Scaled)
 AE5191
 AE5191                          SUPERSEDED SURVEY CONTROL
 AE5191
 AE5191.No superseded survey control is available for this station.
 AE5191
 AE5191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK623677(NAD 83)
 AE5191_MARKER: DV = VERTICAL CONTROL DISK
 AE5191_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE5191_STAMPING: 2701 P 1993
 AE5191_MARK LOGO: MNDT  
 AE5191_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5191+STABILITY: SURFACE MOTION
 AE5191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5191+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 AE5191
 AE5191  HISTORY     - Date     Condition        Report By
 AE5191  HISTORY     - 1993     MONUMENTED       MNDT
 AE5191  HISTORY     - 20030714 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5192 ***********************************************************************
 AE5192  DESIGNATION -  2701 Q
 AE5192  PID         -  AE5192
 AE5192  STATE/COUNTY-  MN/HENNEPIN
 AE5192  USGS QUAD   -  EDEN PRAIRIE (1993)
 AE5192
 AE5192                         *CURRENT SURVEY CONTROL
 AE5192  ___________________________________________________________________
 AE5192* NAD 83(1986)-  44 51 46.     (N)    093 28 09.     (W)     SCALED    
 AE5192* NAVD 88     -       258.252  (meters)     847.28   (feet)  ADJUSTED  
 AE5192  ___________________________________________________________________
 AE5192  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AE5192  DYNAMIC HT  -         258.246 (meters)     847.26  (feet)  COMP
 AE5192  MODELED GRAV-     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
 AE5192.and adjusted by the National Geodetic Survey in November 1999..
 AE5192
 AE5192.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 AE5192_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 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 SUITABLE FOR
 AE5192+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 AE5192
 AE5192  HISTORY     - Date     Condition        Report By
 AE5192  HISTORY     - 1993     MONUMENTED       MNDT
 AE5192  HISTORY     - 20030714 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5193 ***********************************************************************
 AE5193  DESIGNATION -  2701 R
 AE5193  PID         -  AE5193
 AE5193  STATE/COUNTY-  MN/HENNEPIN
 AE5193  USGS QUAD   -  EDEN PRAIRIE (1993)
 AE5193
 AE5193                         *CURRENT SURVEY CONTROL
 AE5193  ___________________________________________________________________
 AE5193* NAD 83(1986)-  44 51 38.     (N)    093 27 34.     (W)     SCALED    
 AE5193* NAVD 88     -       266.247  (meters)     873.51   (feet)  ADJUSTED  
 AE5193  ___________________________________________________________________
 AE5193  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AE5193  DYNAMIC HT  -         266.241 (meters)     873.49  (feet)  COMP
 AE5193  MODELED GRAV-     980,585.0   (mgal)                       NAVD 88
 AE5193
 AE5193  VERT ORDER  -  SECOND    CLASS I
 AE5193
 AE5193.The horizontal coordinates were scaled from a topographic map and have
 AE5193.an estimated accuracy of +/- 6 seconds.
 AE5193
 AE5193.The orthometric height was determined by differential leveling
 AE5193.and adjusted by the National Geodetic Survey in November 1999..
 AE5193
 AE5193.The geoid height was determined by GEOID03.
 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     -   306,870.      842,720.      MT  (+/- 180 meters Scaled)
 AE5193
 AE5193                          SUPERSEDED SURVEY CONTROL
 AE5193
 AE5193.No superseded survey control is available for this station.
 AE5193
 AE5193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK637675(NAD 83)
 AE5193_MARKER: DV = VERTICAL CONTROL 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 SUITABLE FOR
 AE5193+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 AE5193
 AE5193  HISTORY     - Date     Condition        Report By
 AE5193  HISTORY     - 1993     MONUMENTED       MNDT
 AE5193  HISTORY     - 20030714 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5194 ***********************************************************************
 AE5194  DESIGNATION -  2701 S
 AE5194  PID         -  AE5194
 AE5194  STATE/COUNTY-  MN/HENNEPIN
 AE5194  USGS QUAD   -  EDEN PRAIRIE (1993)
 AE5194
 AE5194                         *CURRENT SURVEY CONTROL
 AE5194  ___________________________________________________________________
 AE5194* NAD 83(1986)-  44 51 38.     (N)    093 26 57.     (W)     SCALED    
 AE5194* NAVD 88     -       252.861  (meters)     829.59   (feet)  ADJUSTED  
 AE5194  ___________________________________________________________________
 AE5194  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AE5194  DYNAMIC HT  -         252.855 (meters)     829.58  (feet)  COMP
 AE5194  MODELED GRAV-     980,586.0   (mgal)                       NAVD 88
 AE5194
 AE5194  VERT ORDER  -  SECOND    CLASS I
 AE5194
 AE5194.The horizontal coordinates were scaled from a topographic map and have
 AE5194.an estimated accuracy of +/- 6 seconds.
 AE5194
 AE5194.The orthometric height was determined by differential leveling
 AE5194.and adjusted by the National Geodetic Survey in November 1999..
 AE5194
 AE5194.The geoid height was determined by GEOID03.
 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     -   306,880.      843,530.      MT  (+/- 180 meters Scaled)
 AE5194
 AE5194                          SUPERSEDED SURVEY CONTROL
 AE5194
 AE5194.No superseded survey control is available for this station.
 AE5194
 AE5194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK645675(NAD 83)
 AE5194_MARKER: DV = VERTICAL CONTROL 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 - 1993
 AE5194
 AE5194  HISTORY     - Date     Condition        Report By
 AE5194  HISTORY     - 1993     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1933 ***********************************************************************
 PP1933  DESIGNATION -  2704 A
 PP1933  PID         -  PP1933
 PP1933  STATE/COUNTY-  MN/HENNEPIN
 PP1933  USGS QUAD   -  WATERTOWN (1993)
 PP1933
 PP1933                         *CURRENT SURVEY CONTROL
 PP1933  ___________________________________________________________________
 PP1933* NAD 83(1986)-  44 54 11.     (N)    093 45 10.     (W)     SCALED    
 PP1933* NAVD 88     -       290.329  (meters)     952.52   (feet)  ADJUSTED  
 PP1933  ___________________________________________________________________
 PP1933  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 PP1933  DYNAMIC HT  -         290.313 (meters)     952.47  (feet)  COMP
 PP1933  MODELED GRAV-     980,554.1   (mgal)                       NAVD 88
 PP1933
 PP1933  VERT ORDER  -  SECOND    CLASS 0
 PP1933
 PP1933.The horizontal coordinates were scaled from a topographic map and have
 PP1933.an estimated accuracy of +/- 6 seconds.
 PP1933
 PP1933.The orthometric height was determined by differential leveling
 PP1933.and adjusted by the National Geodetic Survey in June 1991..
 PP1933
 PP1933.The geoid height was determined by GEOID03.
 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     -   311,480.      819,520.      MT  (+/- 180 meters Scaled)
 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: 15TVK405724(NAD 83)
 PP1933_MARKER: DD = SURVEY DISK
 PP1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1933_STAMPING: 2704-A 1968
 PP1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1933+STABILITY: SURFACE MOTION
 PP1933
 PP1933  HISTORY     - Date     Condition        Report By
 PP1933  HISTORY     - 1968     MONUMENTED       MNDT
 PP1933  HISTORY     - 1972     GOOD             MNDT
 PP1933  HISTORY     - 1973     GOOD             LOCSUR
 PP1933  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PP1933  HISTORY     - 20021015 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1938 ***********************************************************************
 PP1938  DESIGNATION -  2704 B
 PP1938  PID         -  PP1938
 PP1938  STATE/COUNTY-  MN/HENNEPIN
 PP1938  USGS QUAD   -  MOUND (1993)
 PP1938
 PP1938                         *CURRENT SURVEY CONTROL
 PP1938  ___________________________________________________________________
 PP1938* NAD 83(1986)-  44 54 01.     (N)    093 43 56.     (W)     SCALED    
 PP1938* NAVD 88     -       288.847  (meters)     947.66   (feet)  ADJUSTED  
 PP1938  ___________________________________________________________________
 PP1938  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP1938  DYNAMIC HT  -         288.833 (meters)     947.61  (feet)  COMP
 PP1938  MODELED GRAV-     980,559.0   (mgal)                       NAVD 88
 PP1938
 PP1938  VERT ORDER  -  SECOND    CLASS 0
 PP1938
 PP1938.The horizontal coordinates were scaled from a topographic map and have
 PP1938.an estimated accuracy of +/- 6 seconds.
 PP1938
 PP1938.The orthometric height was determined by differential leveling
 PP1938.and adjusted by the National Geodetic Survey in June 1991..
 PP1938
 PP1938.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PP1938;SPC MN S     -   311,180.      821,150.      MT  (+/- 180 meters Scaled)
 PP1938
 PP1938                          SUPERSEDED SURVEY CONTROL
 PP1938
 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: 15TVK421721(NAD 83)
 PP1938_MARKER: DD = SURVEY DISK
 PP1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1938_STAMPING: 2704-B 1948
 PP1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1938+STABILITY: SURFACE MOTION
 PP1938
 PP1938  HISTORY     - Date     Condition        Report By
 PP1938  HISTORY     - 1948     MONUMENTED       MNDT
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1940 ***********************************************************************
 PP1940  DESIGNATION -  2704 C
 PP1940  PID         -  PP1940
 PP1940  STATE/COUNTY-  MN/HENNEPIN
 PP1940  USGS QUAD   -  MOUND (1993)
 PP1940
 PP1940                         *CURRENT SURVEY CONTROL
 PP1940  ___________________________________________________________________
 PP1940* NAD 83(1986)-  44 53 41.     (N)    093 42 48.     (W)     SCALED    
 PP1940* NAVD 88     -       304.019  (meters)     997.44   (feet)  ADJUSTED  
 PP1940  ___________________________________________________________________
 PP1940  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 PP1940  DYNAMIC HT  -         304.006 (meters)     997.39  (feet)  COMP
 PP1940  MODELED GRAV-     980,564.8   (mgal)                       NAVD 88
 PP1940
 PP1940  VERT ORDER  -  SECOND    CLASS 0
 PP1940
 PP1940.The horizontal coordinates were scaled from a topographic map and have
 PP1940.an estimated accuracy of +/- 6 seconds.
 PP1940
 PP1940.The orthometric height was determined by differential leveling
 PP1940.and adjusted by the National Geodetic Survey in June 1991..
 PP1940
 PP1940.The geoid height was determined by GEOID03.
 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     -   310,570.      822,640.      MT  (+/- 180 meters Scaled)
 PP1940
 PP1940                          SUPERSEDED SURVEY CONTROL
 PP1940
 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: 15TVK436715(NAD 83)
 PP1940_MARKER: DD = SURVEY 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: MNDT  
 PP1940_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1940+STABILITY: SURFACE MOTION
 PP1940
 PP1940  HISTORY     - Date     Condition        Report By
 PP1940  HISTORY     - 1968     MONUMENTED       MNDT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1946 ***********************************************************************
 PP1946  DESIGNATION -  2704 F
 PP1946  PID         -  PP1946
 PP1946  STATE/COUNTY-  MN/HENNEPIN
 PP1946  USGS QUAD   -  MOUND (1993)
 PP1946
 PP1946                         *CURRENT SURVEY CONTROL
 PP1946  ___________________________________________________________________
 PP1946* NAD 83(1986)-  44 53 28.     (N)    093 39 55.     (W)     SCALED    
 PP1946* NAVD 88     -       293.067  (meters)     961.50   (feet)  ADJUSTED  
 PP1946  ___________________________________________________________________
 PP1946  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 PP1946  DYNAMIC HT  -         293.057 (meters)     961.47  (feet)  COMP
 PP1946  MODELED GRAV-     980,576.4   (mgal)                       NAVD 88
 PP1946
 PP1946  VERT ORDER  -  SECOND    CLASS 0
 PP1946
 PP1946.The horizontal coordinates were scaled from a topographic map and have
 PP1946.an estimated accuracy of +/- 6 seconds.
 PP1946
 PP1946.The orthometric height was determined by differential leveling
 PP1946.and adjusted by the National Geodetic Survey in June 1991..
 PP1946
 PP1946.The geoid height was determined by GEOID03.
 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     -   310,180.      826,440.      MT  (+/- 180 meters Scaled)
 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: 15TVK474710(NAD 83)
 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
 PP1946_MARK LOGO: MNDT  
 PP1946_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1946+STABILITY: SURFACE MOTION
 PP1946
 PP1946  HISTORY     - Date     Condition        Report By
 PP1946  HISTORY     - 1968     MONUMENTED       MNDT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1937 ***********************************************************************
 PP1937  DESIGNATION -  2704 H
 PP1937  PID         -  PP1937
 PP1937  STATE/COUNTY-  MN/HENNEPIN
 PP1937  USGS QUAD   -  MOUND (1993)
 PP1937
 PP1937                         *CURRENT SURVEY CONTROL
 PP1937  ___________________________________________________________________
 PP1937* NAD 83(1986)-  44 54 03.     (N)    093 44 02.     (W)     SCALED    
 PP1937* NAVD 88     -       286.207  (meters)     939.00   (feet)  ADJUSTED  
 PP1937  ___________________________________________________________________
 PP1937  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 PP1937  DYNAMIC HT  -         286.193 (meters)     938.95  (feet)  COMP
 PP1937  MODELED GRAV-     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
 PP1937.and adjusted by the National Geodetic Survey in June 1991..
 PP1937
 PP1937.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP1937_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1937_SP_SET: ABUTMENT
 PP1937_STAMPING: 2704-H 1968
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1932 ***********************************************************************
 PP1932  DESIGNATION -  2704 J RESET
 PP1932  PID         -  PP1932
 PP1932  STATE/COUNTY-  MN/HENNEPIN
 PP1932  USGS QUAD   -  WATERTOWN (1993)
 PP1932
 PP1932                         *CURRENT SURVEY CONTROL
 PP1932  ___________________________________________________________________
 PP1932* NAD 83(1986)-  44 54 20.     (N)    093 45 38.     (W)     SCALED    
 PP1932* NAVD 88     -       305.855  (meters)    1003.46   (feet)  ADJUSTED  
 PP1932  ___________________________________________________________________
 PP1932  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 PP1932  DYNAMIC HT  -         305.838 (meters)    1003.40  (feet)  COMP
 PP1932  MODELED GRAV-     980,552.1   (mgal)                       NAVD 88
 PP1932
 PP1932  VERT ORDER  -  SECOND    CLASS 0
 PP1932
 PP1932.The horizontal coordinates were scaled from a topographic map and have
 PP1932.an estimated accuracy of +/- 6 seconds.
 PP1932
 PP1932.The orthometric height was determined by differential leveling
 PP1932.and adjusted by the National Geodetic Survey in June 1991..
 PP1932
 PP1932.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PP1932;SPC MN S     -   311,760.      818,910.      MT  (+/- 180 meters Scaled)
 PP1932
 PP1932                          SUPERSEDED SURVEY CONTROL
 PP1932
 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: 15TVK399727(NAD 83)
 PP1932_MARKER: DB = BENCH MARK DISK
 PP1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1932+STABILITY: SURFACE MOTION
 PP1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1932+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2005
 PP1932
 PP1932  HISTORY     - Date     Condition        Report By
 PP1932  HISTORY     - 1971     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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6374 ***********************************************************************
 AE6374  DESIGNATION -  2704 K
 AE6374  PID         -  AE6374
 AE6374  STATE/COUNTY-  MN/HENNEPIN
 AE6374  USGS QUAD   -  MOUND (1993)
 AE6374
 AE6374                         *CURRENT SURVEY CONTROL
 AE6374  ___________________________________________________________________
 AE6374* NAD 83(1986)-  44 53 28.     (N)    093 41 54.     (W)     SCALED    
 AE6374* NAVD 88     -       318.028  (meters)    1043.40   (feet)  ADJUSTED  
 AE6374  ___________________________________________________________________
 AE6374  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AE6374  DYNAMIC HT  -         318.016 (meters)    1043.36  (feet)  COMP
 AE6374  MODELED GRAV-     980,568.8   (mgal)                       NAVD 88
 AE6374
 AE6374  VERT ORDER  -  SECOND    CLASS II
 AE6374
 AE6374.The horizontal coordinates were scaled from a topographic map and have
 AE6374.an estimated accuracy of +/- 6 seconds.
 AE6374
 AE6374.The orthometric height was determined by differential leveling
 AE6374.and adjusted by the National Geodetic Survey in November 1999..
 AE6374
 AE6374.The geoid height was determined by GEOID03.
 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     -   310,170.      823,830.      MT  (+/- 180 meters Scaled)
 AE6374
 AE6374                          SUPERSEDED SURVEY CONTROL
 AE6374
 AE6374.No superseded survey control is available for this station.
 AE6374
 AE6374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK448710(NAD 83)
 AE6374_MARKER: DV = VERTICAL CONTROL DISK
 AE6374_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE6374+WITH SETTING: INTO GROUND
 AE6374_STAMPING: 2704 K 1979
 AE6374_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6374
 AE6374  HISTORY     - Date     Condition        Report By
 AE6374  HISTORY     - 1979     MONUMENTED       MNDT
 AE6374  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 AE6374
 AE6374                          STATION DESCRIPTION
 AE6374
 AE6374'DESCRIBED BY MN DEPT OF TRANSP 1979 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6375 ***********************************************************************
 AE6375  DESIGNATION -  2704 L
 AE6375  PID         -  AE6375
 AE6375  STATE/COUNTY-  MN/HENNEPIN
 AE6375  USGS QUAD   -  MOUND (1993)
 AE6375
 AE6375                         *CURRENT SURVEY CONTROL
 AE6375  ___________________________________________________________________
 AE6375* NAD 83(1986)-  44 53 28.     (N)    093 41 21.     (W)     SCALED    
 AE6375* NAVD 88     -       301.786  (meters)     990.11   (feet)  ADJUSTED  
 AE6375  ___________________________________________________________________
 AE6375  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AE6375  DYNAMIC HT  -         301.775 (meters)     990.07  (feet)  COMP
 AE6375  MODELED GRAV-     980,571.0   (mgal)                       NAVD 88
 AE6375
 AE6375  VERT ORDER  -  SECOND    CLASS II
 AE6375
 AE6375.The horizontal coordinates were scaled from a topographic map and have
 AE6375.an estimated accuracy of +/- 6 seconds.
 AE6375
 AE6375.The orthometric height was determined by differential leveling
 AE6375.and adjusted by the National Geodetic Survey in November 1999..
 AE6375
 AE6375.The geoid height was determined by GEOID03.
 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     -   310,170.      824,550.      MT  (+/- 180 meters Scaled)
 AE6375
 AE6375                          SUPERSEDED SURVEY CONTROL
 AE6375
 AE6375.No superseded survey control is available for this station.
 AE6375
 AE6375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK455710(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6376 ***********************************************************************
 AE6376  DESIGNATION -  2704 M
 AE6376  PID         -  AE6376
 AE6376  STATE/COUNTY-  MN/HENNEPIN
 AE6376  USGS QUAD   -  MOUND (1993)
 AE6376
 AE6376                         *CURRENT SURVEY CONTROL
 AE6376  ___________________________________________________________________
 AE6376* NAD 83(1986)-  44 53 31.     (N)    093 40 56.     (W)     SCALED    
 AE6376* NAVD 88     -       297.639  (meters)     976.50   (feet)  ADJUSTED  
 AE6376  ___________________________________________________________________
 AE6376  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AE6376  DYNAMIC HT  -         297.628 (meters)     976.47  (feet)  COMP
 AE6376  MODELED GRAV-     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
 AE6376.and adjusted by the National Geodetic Survey in November 1999..
 AE6376
 AE6376.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 AE6376_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE6376+WITH SETTING: INTO GROUND
 AE6376_STAMPING: 2704 M 1979
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6377 ***********************************************************************
 AE6377  DESIGNATION -  2704 N
 AE6377  PID         -  AE6377
 AE6377  STATE/COUNTY-  MN/HENNEPIN
 AE6377  USGS QUAD   -  MOUND (1993)
 AE6377
 AE6377                         *CURRENT SURVEY CONTROL
 AE6377  ___________________________________________________________________
 AE6377* NAD 83(1986)-  44 53 30.     (N)    093 40 23.     (W)     SCALED    
 AE6377* NAVD 88     -       297.780  (meters)     976.97   (feet)  ADJUSTED  
 AE6377  ___________________________________________________________________
 AE6377  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AE6377  DYNAMIC HT  -         297.770 (meters)     976.93  (feet)  COMP
 AE6377  MODELED GRAV-     980,574.6   (mgal)                       NAVD 88
 AE6377
 AE6377  VERT ORDER  -  SECOND    CLASS II
 AE6377
 AE6377.The horizontal coordinates were scaled from a topographic map and have
 AE6377.an estimated accuracy of +/- 6 seconds.
 AE6377
 AE6377.The orthometric height was determined by differential leveling
 AE6377.and adjusted by the National Geodetic Survey in November 1999..
 AE6377
 AE6377.The geoid height was determined by GEOID03.
 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     -   310,240.      825,830.      MT  (+/- 180 meters Scaled)
 AE6377
 AE6377                          SUPERSEDED SURVEY CONTROL
 AE6377
 AE6377.No superseded survey control is available for this station.
 AE6377
 AE6377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK468711(NAD 83)
 AE6377_MARKER: DV = VERTICAL CONTROL DISK
 AE6377_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE6377+WITH SETTING: INTO GROUND
 AE6377_STAMPING: 2704 N 1979
 AE6377_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6377
 AE6377  HISTORY     - Date     Condition        Report By
 AE6377  HISTORY     - 1979     MONUMENTED       MNDT
 AE6377  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 AE6377
 AE6377                          STATION DESCRIPTION
 AE6377
 AE6377'DESCRIBED BY MN DEPT OF TRANSP 1979 (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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5358 ***********************************************************************
 AE5358  DESIGNATION -  2706 A
 AE5358  PID         -  AE5358
 AE5358  STATE/COUNTY-  MN/HENNEPIN
 AE5358  USGS QUAD   -  HOPKINS (1993)
 AE5358
 AE5358                         *CURRENT SURVEY CONTROL
 AE5358  ___________________________________________________________________
 AE5358* NAD 83(1986)-  44 56 06.     (N)    093 23 24.     (W)     SCALED    
 AE5358* NAVD 88     -       276.613  (meters)     907.52   (feet)  ADJUSTED  
 AE5358  ___________________________________________________________________
 AE5358  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AE5358  DYNAMIC HT  -         276.607 (meters)     907.50  (feet)  COMP
 AE5358  MODELED GRAV-     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
 AE5358.and adjusted by the National Geodetic Survey in November 1999..
 AE5358
 AE5358.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE5359 ***********************************************************************
 AE5359  DESIGNATION -  2706 A 1
 AE5359  PID         -  AE5359
 AE5359  STATE/COUNTY-  MN/HENNEPIN
 AE5359  USGS QUAD   -  HOPKINS (1993)
 AE5359
 AE5359                         *CURRENT SURVEY CONTROL
 AE5359  ___________________________________________________________________
 AE5359* NAD 83(1986)-  44 56 04.     (N)    093 23 23.     (W)     SCALED    
 AE5359* NAVD 88     -       277.807  (meters)     911.44   (feet)  ADJUSTED  
 AE5359  ___________________________________________________________________
 AE5359  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AE5359  DYNAMIC HT  -         277.801 (meters)     911.42  (feet)  COMP
 AE5359  MODELED GRAV-     980,586.5   (mgal)                       NAVD 88
 AE5359
 AE5359  VERT ORDER  -  SECOND    CLASS II
 AE5359
 AE5359.The horizontal coordinates were scaled from a topographic map and have
 AE5359.an estimated accuracy of +/- 6 seconds.
 AE5359
 AE5359.The orthometric height was determined by differential leveling
 AE5359.and adjusted by the National Geodetic Survey in November 1999..
 AE5359.No vertical observational check was made to the station.
 AE5359
 AE5359.The geoid height was determined by GEOID03.
 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     -   315,120.      848,170.      MT  (+/- 180 meters Scaled)
 AE5359
 AE5359                          SUPERSEDED SURVEY CONTROL
 AE5359
 AE5359.No superseded survey control is available for this station.
 AE5359
 AE5359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK692757(NAD 83)
 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
 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5360 ***********************************************************************
 AE5360  DESIGNATION -  2706 A 2
 AE5360  PID         -  AE5360
 AE5360  STATE/COUNTY-  MN/HENNEPIN
 AE5360  USGS QUAD   -  HOPKINS (1993)
 AE5360
 AE5360                         *CURRENT SURVEY CONTROL
 AE5360  ___________________________________________________________________
 AE5360* NAD 83(1986)-  44 55 55.     (N)    093 23 08.     (W)     SCALED    
 AE5360* NAVD 88     -       277.851  (meters)     911.58   (feet)  ADJUSTED  
 AE5360  ___________________________________________________________________
 AE5360  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 AE5360  DYNAMIC HT  -         277.845 (meters)     911.56  (feet)  COMP
 AE5360  MODELED GRAV-     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
 AE5360.and adjusted by the National Geodetic Survey in November 1999..
 AE5360
 AE5360.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 AE5360_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5360_STAMPING: 2706 A 2 1979
 AE5360_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5360+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 AE5360
 AE5360  HISTORY     - Date     Condition        Report By
 AE5360  HISTORY     - 1979     MONUMENTED       MNDT
 AE5360  HISTORY     - 20051101 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5364 ***********************************************************************
 AE5364  DESIGNATION -  2706 AA
 AE5364  PID         -  AE5364
 AE5364  STATE/COUNTY-  MN/HENNEPIN
 AE5364  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 AE5364
 AE5364                         *CURRENT SURVEY CONTROL
 AE5364  ___________________________________________________________________
 AE5364* NAD 83(1986)-  44 56 17.     (N)    093 21 45.     (W)     SCALED    
 AE5364* NAVD 88     -       282.856  (meters)     928.00   (feet)  ADJUSTED  
 AE5364  ___________________________________________________________________
 AE5364  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AE5364  DYNAMIC HT  -         282.849 (meters)     927.98  (feet)  COMP
 AE5364  MODELED GRAV-     980,583.5   (mgal)                       NAVD 88
 AE5364
 AE5364  VERT ORDER  -  SECOND    CLASS II
 AE5364
 AE5364.The horizontal coordinates were scaled from a topographic map and have
 AE5364.an estimated accuracy of +/- 6 seconds.
 AE5364
 AE5364.The orthometric height was determined by differential leveling
 AE5364.and adjusted by the National Geodetic Survey in November 1999..
 AE5364
 AE5364.The geoid height was determined by GEOID03.
 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     -   315,540.      850,320.      MT  (+/- 180 meters Scaled)
 AE5364
 AE5364                          SUPERSEDED SURVEY CONTROL
 AE5364
 AE5364.No superseded survey control is available for this station.
 AE5364
 AE5364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK713761(NAD 83)
 AE5364_MARKER: DB = BENCH MARK DISK
 AE5364_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5364_STAMPING: 2706 AA 1979
 AE5364_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5364
 AE5364  HISTORY     - Date     Condition        Report By
 AE5364  HISTORY     - 1979     MONUMENTED       MNDT
 AE5364  HISTORY     - 20021202 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5365 ***********************************************************************
 AE5365  DESIGNATION -  2706 AC
 AE5365  PID         -  AE5365
 AE5365  STATE/COUNTY-  MN/HENNEPIN
 AE5365  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 AE5365
 AE5365                         *CURRENT SURVEY CONTROL
 AE5365  ___________________________________________________________________
 AE5365* NAD 83(1986)-  44 56 37.     (N)    093 20 52.     (W)     SCALED    
 AE5365* NAVD 88     -       275.029  (meters)     902.32   (feet)  ADJUSTED  
 AE5365  ___________________________________________________________________
 AE5365  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AE5365  DYNAMIC HT  -         275.022 (meters)     902.30  (feet)  COMP
 AE5365  MODELED GRAV-     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
 AE5365.and adjusted by the National Geodetic Survey in November 1999..
 AE5365
 AE5365.The geoid height was determined by GEOID03.
 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     -   316,170.      851,470.      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_MARKER: DB = BENCH MARK DISK
 AE5365_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE5365_STAMPING: 2706 AC 1980
 AE5365_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5365
 AE5365  HISTORY     - Date     Condition        Report By
 AE5365  HISTORY     - 1980     MONUMENTED       MNDT
 AE5365  HISTORY     - 20021202 GOOD             USPSQD
 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 (2002)
 AE5365
 AE5365'RECOVERY NOTE BY US POWER SQUADRON 2002 (RA)
 AE5365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1995 ***********************************************************************
 PP1995  DESIGNATION -  2706 B
 PP1995  PID         -  PP1995
 PP1995  STATE/COUNTY-  MN/HENNEPIN
 PP1995  USGS QUAD   -  EXCELSIOR (1997)
 PP1995
 PP1995                         *CURRENT SURVEY CONTROL
 PP1995  ___________________________________________________________________
 PP1995* NAD 83(1986)-  44 54 00.     (N)    093 33 42.     (W)     SCALED    
 PP1995* NAVD 88     -       294.998  (meters)     967.84   (feet)  ADJUSTED  
 PP1995  ___________________________________________________________________
 PP1995  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 PP1995  DYNAMIC HT  -         294.994 (meters)     967.83  (feet)  COMP
 PP1995  MODELED GRAV-     980,591.8   (mgal)                       NAVD 88
 PP1995
 PP1995  VERT ORDER  -  SECOND    CLASS 0
 PP1995
 PP1995.The horizontal coordinates were scaled from a topographic map and have
 PP1995.an estimated accuracy of +/- 6 seconds.
 PP1995
 PP1995.The orthometric height was determined by differential leveling
 PP1995.and adjusted by the National Geodetic Survey in June 1991..
 PP1995
 PP1995.The geoid height was determined by GEOID03.
 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     -   311,210.      834,620.      MT  (+/- 180 meters Scaled)
 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: 15TVK556719(NAD 83)
 PP1995_MARKER: DD = SURVEY 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: MNDT  
 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 - March 24, 2006
 PP1995
 PP1995  HISTORY     - Date     Condition        Report By
 PP1995  HISTORY     - 1967     MONUMENTED       MNDT
 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
 PP1995                          STATION DESCRIPTION
 PP1995
 PP1995'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5178 ***********************************************************************
 AE5178  DESIGNATION -  2706 C 1
 AE5178  PID         -  AE5178
 AE5178  STATE/COUNTY-  MN/HENNEPIN
 AE5178  USGS QUAD   -  EXCELSIOR (1997)
 AE5178
 AE5178                         *CURRENT SURVEY CONTROL
 AE5178  ___________________________________________________________________
 AE5178* NAD 83(1986)-  44 53 39.     (N)    093 34 31.     (W)     SCALED    
 AE5178* NAVD 88     -       296.365  (meters)     972.32   (feet)  ADJUSTED  
 AE5178  ___________________________________________________________________
 AE5178  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AE5178  DYNAMIC HT  -         296.360 (meters)     972.31  (feet)  COMP
 AE5178  MODELED GRAV-     980,591.3   (mgal)                       NAVD 88
 AE5178
 AE5178  VERT ORDER  -  SECOND    CLASS I
 AE5178
 AE5178.The horizontal coordinates were scaled from a topographic map and have
 AE5178.an estimated accuracy of +/- 6 seconds.
 AE5178
 AE5178.The orthometric height was determined by differential leveling
 AE5178.and adjusted by the National Geodetic Survey in November 1999..
 AE5178
 AE5178.The geoid height was determined by GEOID03.
 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     -   310,550.      833,550.      MT  (+/- 180 meters Scaled)
 AE5178
 AE5178                          SUPERSEDED SURVEY CONTROL
 AE5178
 AE5178.No superseded survey control is available for this station.
 AE5178
 AE5178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK545713(NAD 83)
 AE5178_MARKER: DB = BENCH MARK DISK
 AE5178_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE5178+WITH SETTING: INTO GROUND
 AE5178_STAMPING: 2706 C 1 1979
 AE5178_MARK LOGO: MNDT  
 AE5178_PROJECTION: FLUSH
 AE5178_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5178+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 AE5178_ROD/PIPE-DEPTH:  2.4 meters
 AE5178
 AE5178  HISTORY     - Date     Condition        Report By
 AE5178  HISTORY     - 1979     MONUMENTED       MNDT
 AE5178  HISTORY     - 1979     GOOD             MNDT
 AE5178  HISTORY     - 19920728 GOOD             MNDT
 AE5178  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5179 ***********************************************************************
 AE5179  DESIGNATION -  2706 D
 AE5179  PID         -  AE5179
 AE5179  STATE/COUNTY-  MN/HENNEPIN
 AE5179  USGS QUAD   -  EXCELSIOR (1997)
 AE5179
 AE5179                         *CURRENT SURVEY CONTROL
 AE5179  ___________________________________________________________________
 AE5179* NAD 83(1986)-  44 53 48.     (N)    093 34 11.     (W)     SCALED    
 AE5179* NAVD 88     -       290.321  (meters)     952.49   (feet)  ADJUSTED  
 AE5179  ___________________________________________________________________
 AE5179  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AE5179  DYNAMIC HT  -         290.317 (meters)     952.48  (feet)  COMP
 AE5179  MODELED GRAV-     980,591.5   (mgal)                       NAVD 88
 AE5179
 AE5179  VERT ORDER  -  SECOND    CLASS I
 AE5179
 AE5179.The horizontal coordinates were scaled from a topographic map and have
 AE5179.an estimated accuracy of +/- 6 seconds.
 AE5179
 AE5179.The orthometric height was determined by differential leveling
 AE5179.and adjusted by the National Geodetic Survey in November 1999..
 AE5179
 AE5179.The geoid height was determined by GEOID03.
 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     -   310,830.      833,990.      MT  (+/- 180 meters Scaled)
 AE5179
 AE5179                          SUPERSEDED SURVEY CONTROL
 AE5179
 AE5179.No superseded survey control is available for this station.
 AE5179
 AE5179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK550716(NAD 83)
 AE5179_MARKER: DB = BENCH MARK DISK
 AE5179_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE5179+WITH SETTING: INTO GROUND
 AE5179_STAMPING: 2706 D 1979
 AE5179_MARK LOGO: MNDT  
 AE5179_PROJECTION: FLUSH
 AE5179_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5179+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1994
 AE5179_ROD/PIPE-DEPTH:  2.4 meters
 AE5179
 AE5179  HISTORY     - Date     Condition        Report By
 AE5179  HISTORY     - 1979     MONUMENTED       MNDT
 AE5179  HISTORY     - 1979     GOOD             MNDT
 AE5179  HISTORY     - 1979     GOOD             MNDT
 AE5179  HISTORY     - 19940410 GOOD             MNDT
 AE5179  HISTORY     - 20021016 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5866 ***********************************************************************
 AE5866  DESIGNATION -  2706 F
 AE5866  PID         -  AE5866
 AE5866  STATE/COUNTY-  MN/HENNEPIN
 AE5866  USGS QUAD   -  EXCELSIOR (1997)
 AE5866
 AE5866                         *CURRENT SURVEY CONTROL
 AE5866  ___________________________________________________________________
 AE5866* NAD 83(1986)-  44 54 21.     (N)    093 32 28.     (W)     SCALED    
 AE5866* NAVD 88     -       294.274  (meters)     965.46   (feet)  ADJUSTED  
 AE5866  ___________________________________________________________________
 AE5866  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AE5866  DYNAMIC HT  -         294.270 (meters)     965.45  (feet)  COMP
 AE5866  MODELED GRAV-     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
 AE5866.and adjusted by the National Geodetic Survey in November 1999..
 AE5866
 AE5866.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 AE5866_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE5866+WITH SETTING: INTO GROUND
 AE5866_STAMPING: 2706 F 1979
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5867 ***********************************************************************
 AE5867  DESIGNATION -  2706 G
 AE5867  PID         -  AE5867
 AE5867  STATE/COUNTY-  MN/HENNEPIN
 AE5867  USGS QUAD   -  EXCELSIOR (1997)
 AE5867
 AE5867                         *CURRENT SURVEY CONTROL
 AE5867  ___________________________________________________________________
 AE5867* NAD 83(1986)-  44 54 26.     (N)    093 32 00.     (W)     SCALED    
 AE5867* NAVD 88     -       302.146  (meters)     991.29   (feet)  ADJUSTED  
 AE5867  ___________________________________________________________________
 AE5867  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AE5867  DYNAMIC HT  -         302.142 (meters)     991.28  (feet)  COMP
 AE5867  MODELED GRAV-     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
 AE5867.and adjusted by the National Geodetic Survey in November 1999..
 AE5867
 AE5867.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5870 ***********************************************************************
 AE5870  DESIGNATION -  2706 K
 AE5870  PID         -  AE5870
 AE5870  STATE/COUNTY-  MN/HENNEPIN
 AE5870  USGS QUAD   -  EXCELSIOR (1997)
 AE5870
 AE5870                         *CURRENT SURVEY CONTROL
 AE5870  ___________________________________________________________________
 AE5870* NAD 83(1986)-  44 54 48.     (N)    093 30 15.     (W)     SCALED    
 AE5870* NAVD 88     -       272.813  (meters)     895.05   (feet)  ADJUSTED  
 AE5870  ___________________________________________________________________
 AE5870  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AE5870  DYNAMIC HT  -         272.809 (meters)     895.04  (feet)  COMP
 AE5870  MODELED GRAV-     980,593.6   (mgal)                       NAVD 88
 AE5870
 AE5870  VERT ORDER  -  SECOND    CLASS II
 AE5870
 AE5870.The horizontal coordinates were scaled from a topographic map and have
 AE5870.an estimated accuracy of +/- 6 seconds.
 AE5870
 AE5870.The orthometric height was determined by differential leveling
 AE5870.and adjusted by the National Geodetic Survey in November 1999..
 AE5870
 AE5870.The geoid height was determined by GEOID03.
 AE5870
 AE5870.The dynamic height is computed by dividing the NAVD 88
 AE5870.geopotential number by the normal gravity value computed on the
 AE5870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5870.degrees latitude (g = 980.6199 gals.).
 AE5870
 AE5870.The modeled gravity was interpolated from observed gravity values.
 AE5870
 AE5870;                    North         East    Units  Estimated Accuracy
 AE5870;SPC MN S     -   312,720.      839,150.      MT  (+/- 180 meters Scaled)
 AE5870
 AE5870                          SUPERSEDED SURVEY CONTROL
 AE5870
 AE5870.No superseded survey control is available for this station.
 AE5870
 AE5870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK602734(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5870
 AE5870  HISTORY     - Date     Condition        Report By
 AE5870  HISTORY     - 1979     MONUMENTED       MNDT
 AE5870  HISTORY     - 20021017 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5871 ***********************************************************************
 AE5871  DESIGNATION -  2706 L
 AE5871  PID         -  AE5871
 AE5871  STATE/COUNTY-  MN/HENNEPIN
 AE5871  USGS QUAD   -  HOPKINS (1993)
 AE5871
 AE5871                         *CURRENT SURVEY CONTROL
 AE5871  ___________________________________________________________________
 AE5871* NAD 83(1986)-  44 54 58.     (N)    093 29 43.     (W)     SCALED    
 AE5871* NAVD 88     -       277.556  (meters)     910.62   (feet)  ADJUSTED  
 AE5871  ___________________________________________________________________
 AE5871  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AE5871  DYNAMIC HT  -         277.552 (meters)     910.60  (feet)  COMP
 AE5871  MODELED GRAV-     980,593.8   (mgal)                       NAVD 88
 AE5871
 AE5871  VERT ORDER  -  SECOND    CLASS II
 AE5871
 AE5871.The horizontal coordinates were scaled from a topographic map and have
 AE5871.an estimated accuracy of +/- 6 seconds.
 AE5871
 AE5871.The orthometric height was determined by differential leveling
 AE5871.and adjusted by the National Geodetic Survey in November 1999..
 AE5871
 AE5871.The geoid height was determined by GEOID03.
 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     -   313,030.      839,850.      MT  (+/- 180 meters Scaled)
 AE5871
 AE5871                          SUPERSEDED SURVEY CONTROL
 AE5871
 AE5871.No superseded survey control is available for this station.
 AE5871
 AE5871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK609737(NAD 83)
 AE5871_MARKER: DD = SURVEY DISK
 AE5871_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE5871+WITH SETTING: INTO GROUND
 AE5871_STAMPING: 2706 L 1979
 AE5871_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5871
 AE5871  HISTORY     - Date     Condition        Report By
 AE5871  HISTORY     - 1979     MONUMENTED       MNDT
 AE5871  HISTORY     - 20021017 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5872 ***********************************************************************
 AE5872  DESIGNATION -  2706 M
 AE5872  PID         -  AE5872
 AE5872  STATE/COUNTY-  MN/HENNEPIN
 AE5872  USGS QUAD   -  HOPKINS (1993)
 AE5872
 AE5872                         *CURRENT SURVEY CONTROL
 AE5872  ___________________________________________________________________
 AE5872* NAD 83(1986)-  44 55 08.     (N)    093 29 06.     (W)     SCALED    
 AE5872* NAVD 88     -       299.295  (meters)     981.94   (feet)  ADJUSTED  
 AE5872  ___________________________________________________________________
 AE5872  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AE5872  DYNAMIC HT  -         299.291 (meters)     981.92  (feet)  COMP
 AE5872  MODELED GRAV-     980,594.2   (mgal)                       NAVD 88
 AE5872
 AE5872  VERT ORDER  -  SECOND    CLASS II
 AE5872
 AE5872.The horizontal coordinates were scaled from a topographic map and have
 AE5872.an estimated accuracy of +/- 6 seconds.
 AE5872
 AE5872.The orthometric height was determined by differential leveling
 AE5872.and adjusted by the National Geodetic Survey in November 1999..
 AE5872
 AE5872.The geoid height was determined by GEOID03.
 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     -   313,340.      840,660.      MT  (+/- 180 meters Scaled)
 AE5872
 AE5872                          SUPERSEDED SURVEY CONTROL
 AE5872
 AE5872.No superseded survey control is available for this station.
 AE5872
 AE5872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK617740(NAD 83)
 AE5872_MARKER: DD = SURVEY DISK
 AE5872_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE5872+WITH SETTING: INTO GROUND
 AE5872_STAMPING: 2706 M 1979
 AE5872_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5872+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2002
 AE5872
 AE5872  HISTORY     - Date     Condition        Report By
 AE5872  HISTORY     - 1979     MONUMENTED       MNDT
 AE5872  HISTORY     - 20021127 GOOD             USPS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5350 ***********************************************************************
 AE5350  DESIGNATION -  2706 Q
 AE5350  PID         -  AE5350
 AE5350  STATE/COUNTY-  MN/HENNEPIN
 AE5350  USGS QUAD   -  HOPKINS (1993)
 AE5350
 AE5350                         *CURRENT SURVEY CONTROL
 AE5350  ___________________________________________________________________
 AE5350* NAD 83(1986)-  44 55 32.     (N)    093 26 49.     (W)     SCALED    
 AE5350* NAVD 88     -       310.069  (meters)    1017.28   (feet)  ADJUSTED  
 AE5350  ___________________________________________________________________
 AE5350  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AE5350  DYNAMIC HT  -         310.064 (meters)    1017.27  (feet)  COMP
 AE5350  MODELED GRAV-     980,592.0   (mgal)                       NAVD 88
 AE5350
 AE5350  VERT ORDER  -  SECOND    CLASS II
 AE5350
 AE5350.The horizontal coordinates were scaled from a topographic map and have
 AE5350.an estimated accuracy of +/- 6 seconds.
 AE5350
 AE5350.The orthometric height was determined by differential leveling
 AE5350.and adjusted by the National Geodetic Survey in November 1999..
 AE5350
 AE5350.The geoid height was determined by GEOID03.
 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     -   314,100.      843,660.      MT  (+/- 180 meters Scaled)
 AE5350
 AE5350                          SUPERSEDED SURVEY CONTROL
 AE5350
 AE5350.No superseded survey control is available for this station.
 AE5350
 AE5350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK647747(NAD 83)
 AE5350_MARKER: DD = SURVEY DISK
 AE5350_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5350_STAMPING: 2706 Q 1979
 AE5350_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5350+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 AE5350
 AE5350  HISTORY     - Date     Condition        Report By
 AE5350  HISTORY     - 1979     MONUMENTED       MNDT
 AE5350  HISTORY     - 20021017 GOOD             USPSQD
 AE5350  HISTORY     - 20060927 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5351 ***********************************************************************
 AE5351  DESIGNATION -  2706 R
 AE5351  PID         -  AE5351
 AE5351  STATE/COUNTY-  MN/HENNEPIN
 AE5351  USGS QUAD   -  HOPKINS (1993)
 AE5351
 AE5351                         *CURRENT SURVEY CONTROL
 AE5351  ___________________________________________________________________
 AE5351* NAD 83(1986)-  44 55 34.     (N)    093 26 20.     (W)     SCALED    
 AE5351* NAVD 88     -       304.546  (meters)     999.16   (feet)  ADJUSTED  
 AE5351  ___________________________________________________________________
 AE5351  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AE5351  DYNAMIC HT  -         304.541 (meters)     999.15  (feet)  COMP
 AE5351  MODELED GRAV-     980,591.1   (mgal)                       NAVD 88
 AE5351
 AE5351  VERT ORDER  -  SECOND    CLASS II
 AE5351
 AE5351.The horizontal coordinates were scaled from a topographic map and have
 AE5351.an estimated accuracy of +/- 6 seconds.
 AE5351
 AE5351.The orthometric height was determined by differential leveling
 AE5351.and adjusted by the National Geodetic Survey in November 1999..
 AE5351
 AE5351.The geoid height was determined by GEOID03.
 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     -   314,170.      844,300.      MT  (+/- 180 meters Scaled)
 AE5351
 AE5351                          SUPERSEDED SURVEY CONTROL
 AE5351
 AE5351.No superseded survey control is available for this station.
 AE5351
 AE5351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK653748(NAD 83)
 AE5351_MARKER: DB = BENCH MARK DISK
 AE5351_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE5351_STAMPING: 2706 R 1979
 AE5351_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5351+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5352 ***********************************************************************
 AE5352  DESIGNATION -  2706 S
 AE5352  PID         -  AE5352
 AE5352  STATE/COUNTY-  MN/HENNEPIN
 AE5352  USGS QUAD   -  HOPKINS (1993)
 AE5352
 AE5352                         *CURRENT SURVEY CONTROL
 AE5352  ___________________________________________________________________
 AE5352* NAD 83(1986)-  44 55 49.     (N)    093 25 45.     (W)     SCALED    
 AE5352* NAVD 88     -       289.414  (meters)     949.52   (feet)  ADJUSTED  
 AE5352  ___________________________________________________________________
 AE5352  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AE5352  DYNAMIC HT  -         289.409 (meters)     949.50  (feet)  COMP
 AE5352  MODELED GRAV-     980,590.5   (mgal)                       NAVD 88
 AE5352
 AE5352  VERT ORDER  -  SECOND    CLASS II
 AE5352
 AE5352.The horizontal coordinates were scaled from a topographic map and have
 AE5352.an estimated accuracy of +/- 6 seconds.
 AE5352
 AE5352.The orthometric height was determined by differential leveling
 AE5352.and adjusted by the National Geodetic Survey in November 1999..
 AE5352
 AE5352.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AE5352;SPC MN S     -   314,640.      845,060.      MT  (+/- 180 meters Scaled)
 AE5352
 AE5352                          SUPERSEDED SURVEY CONTROL
 AE5352
 AE5352.No superseded survey control is available for this station.
 AE5352
 AE5352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK661752(NAD 83)
 AE5352_MARKER: DB = BENCH MARK DISK
 AE5352_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE5352_STAMPING: 2706 S 1979
 AE5352_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5352+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5353 ***********************************************************************
 AE5353  DESIGNATION -  2706 T
 AE5353  PID         -  AE5353
 AE5353  STATE/COUNTY-  MN/HENNEPIN
 AE5353  USGS QUAD   -  HOPKINS (1993)
 AE5353
 AE5353                         *CURRENT SURVEY CONTROL
 AE5353  ___________________________________________________________________
 AE5353* NAD 83(1986)-  44 55 57.     (N)    093 25 26.     (W)     SCALED    
 AE5353* NAVD 88     -       290.622  (meters)     953.48   (feet)  ADJUSTED  
 AE5353  ___________________________________________________________________
 AE5353  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AE5353  DYNAMIC HT  -         290.616 (meters)     953.46  (feet)  COMP
 AE5353  MODELED GRAV-     980,590.2   (mgal)                       NAVD 88
 AE5353
 AE5353  VERT ORDER  -  SECOND    CLASS II
 AE5353
 AE5353.The horizontal coordinates were scaled from a topographic map and have
 AE5353.an estimated accuracy of +/- 6 seconds.
 AE5353
 AE5353.The orthometric height was determined by differential leveling
 AE5353.and adjusted by the National Geodetic Survey in November 1999..
 AE5353
 AE5353.The geoid height was determined by GEOID03.
 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     -   314,890.      845,480.      MT  (+/- 180 meters Scaled)
 AE5353
 AE5353                          SUPERSEDED SURVEY CONTROL
 AE5353
 AE5353.No superseded survey control is available for this station.
 AE5353
 AE5353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK665755(NAD 83)
 AE5353_MARKER: DB = BENCH MARK DISK
 AE5353_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5353_STAMPING: 2706 T 1979
 AE5353_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5353+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 AE5353
 AE5353  HISTORY     - Date     Condition        Report By
 AE5353  HISTORY     - 1979     MONUMENTED       MNDT
 AE5353  HISTORY     - 20021017 GOOD             USPSQD
 AE5353  HISTORY     - 20060927 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5354 ***********************************************************************
 AE5354  DESIGNATION -  2706 U
 AE5354  PID         -  AE5354
 AE5354  STATE/COUNTY-  MN/HENNEPIN
 AE5354  USGS QUAD   -  HOPKINS (1993)
 AE5354
 AE5354                         *CURRENT SURVEY CONTROL
 AE5354  ___________________________________________________________________
 AE5354* NAD 83(1986)-  44 55 58.     (N)    093 25 17.     (W)     SCALED    
 AE5354* NAVD 88     -       291.212  (meters)     955.42   (feet)  ADJUSTED  
 AE5354  ___________________________________________________________________
 AE5354  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AE5354  DYNAMIC HT  -         291.207 (meters)     955.40  (feet)  COMP
 AE5354  MODELED GRAV-     980,590.0   (mgal)                       NAVD 88
 AE5354
 AE5354  VERT ORDER  -  SECOND    CLASS II
 AE5354
 AE5354.The horizontal coordinates were scaled from a topographic map and have
 AE5354.an estimated accuracy of +/- 6 seconds.
 AE5354
 AE5354.The orthometric height was determined by differential leveling
 AE5354.and adjusted by the National Geodetic Survey in November 1999..
 AE5354
 AE5354.The geoid height was determined by GEOID03.
 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     -   314,920.      845,670.      MT  (+/- 180 meters Scaled)
 AE5354
 AE5354                          SUPERSEDED SURVEY CONTROL
 AE5354
 AE5354.No superseded survey control is available for this station.
 AE5354
 AE5354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK667755(NAD 83)
 AE5354_MARKER: DB = BENCH MARK DISK
 AE5354_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE5354_STAMPING: 2706 U 1979
 AE5354_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5354+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5355 ***********************************************************************
 AE5355  DESIGNATION -  2706 V
 AE5355  PID         -  AE5355
 AE5355  STATE/COUNTY-  MN/HENNEPIN
 AE5355  USGS QUAD   -  HOPKINS (1993)
 AE5355
 AE5355                         *CURRENT SURVEY CONTROL
 AE5355  ___________________________________________________________________
 AE5355* NAD 83(1986)-  44 55 58.     (N)    093 24 37.     (W)     SCALED    
 AE5355* NAVD 88     -       288.820  (meters)     947.57   (feet)  ADJUSTED  
 AE5355  ___________________________________________________________________
 AE5355  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AE5355  DYNAMIC HT  -         288.814 (meters)     947.55  (feet)  COMP
 AE5355  MODELED GRAV-     980,588.6   (mgal)                       NAVD 88
 AE5355
 AE5355  VERT ORDER  -  SECOND    CLASS II
 AE5355
 AE5355.The horizontal coordinates were scaled from a topographic map and have
 AE5355.an estimated accuracy of +/- 6 seconds.
 AE5355
 AE5355.The orthometric height was determined by differential leveling
 AE5355.and adjusted by the National Geodetic Survey in November 1999..
 AE5355
 AE5355.The geoid height was determined by GEOID03.
 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     -   314,930.      846,550.      MT  (+/- 180 meters Scaled)
 AE5355
 AE5355                          SUPERSEDED SURVEY CONTROL
 AE5355
 AE5355.No superseded survey control is available for this station.
 AE5355
 AE5355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK676755(NAD 83)
 AE5355_MARKER: DB = BENCH MARK DISK
 AE5355_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE5355_STAMPING: 2706 V 1979
 AE5355_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5355+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5361 ***********************************************************************
 AE5361  DESIGNATION -  2706 X
 AE5361  PID         -  AE5361
 AE5361  STATE/COUNTY-  MN/HENNEPIN
 AE5361  USGS QUAD   -  HOPKINS (1993)
 AE5361
 AE5361                         *CURRENT SURVEY CONTROL
 AE5361  ___________________________________________________________________
 AE5361* NAD 83(1986)-  44 56 10.     (N)    093 22 49.     (W)     SCALED    
 AE5361* NAVD 88     -       277.740  (meters)     911.22   (feet)  ADJUSTED  
 AE5361  ___________________________________________________________________
 AE5361  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AE5361  DYNAMIC HT  -         277.734 (meters)     911.20  (feet)  COMP
 AE5361  MODELED GRAV-     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
 AE5361.and adjusted by the National Geodetic Survey in November 1999..
 AE5361
 AE5361.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 AE5361_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE5361_STAMPING: 2706 X 1979
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5363 ***********************************************************************
 AE5363  DESIGNATION -  2706 Z
 AE5363  PID         -  AE5363
 AE5363  STATE/COUNTY-  MN/HENNEPIN
 AE5363  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 AE5363
 AE5363                         *CURRENT SURVEY CONTROL
 AE5363  ___________________________________________________________________
 AE5363* NAD 83(1986)-  44 56 18.     (N)    093 21 48.     (W)     SCALED    
 AE5363* NAVD 88     -       279.469  (meters)     916.89   (feet)  ADJUSTED  
 AE5363  ___________________________________________________________________
 AE5363  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AE5363  DYNAMIC HT  -         279.462 (meters)     916.87  (feet)  COMP
 AE5363  MODELED GRAV-     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
 AE5363.and adjusted by the National Geodetic Survey in November 1999..
 AE5363
 AE5363.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 AE5363_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE5363_STAMPING: 2706 Z 1979
 AE5363_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5363
 AE5363  HISTORY     - Date     Condition        Report By
 AE5363  HISTORY     - 1979     MONUMENTED       MNDT
 AE5363  HISTORY     - 20021202 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5368 ***********************************************************************
 AE5368  DESIGNATION -  2707 A
 AE5368  PID         -  AE5368
 AE5368  STATE/COUNTY-  MN/HENNEPIN
 AE5368  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 AE5368
 AE5368                         *CURRENT SURVEY CONTROL
 AE5368  ___________________________________________________________________
 AE5368* NAD 83(1986)-  44 56 56.     (N)    093 19 30.     (W)     SCALED    
 AE5368* NAVD 88     -       267.821  (meters)     878.68   (feet)  ADJUSTED  
 AE5368  ___________________________________________________________________
 AE5368  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AE5368  DYNAMIC HT  -         267.814 (meters)     878.65  (feet)  COMP
 AE5368  MODELED GRAV-     980,582.0   (mgal)                       NAVD 88
 AE5368
 AE5368  VERT ORDER  -  SECOND    CLASS II
 AE5368
 AE5368.The horizontal coordinates were scaled from a topographic map and have
 AE5368.an estimated accuracy of +/- 6 seconds.
 AE5368
 AE5368.The orthometric height was determined by differential leveling
 AE5368.and adjusted by the National Geodetic Survey in November 1999..
 AE5368
 AE5368.The geoid height was determined by GEOID03.
 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     -   316,770.      853,270.      MT  (+/- 180 meters Scaled)
 AE5368
 AE5368                          SUPERSEDED SURVEY CONTROL
 AE5368
 AE5368.No superseded survey control is available for this station.
 AE5368
 AE5368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK743773(NAD 83)
 AE5368_MARKER: DB = BENCH MARK DISK
 AE5368_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE5368_STAMPING: 2707 A 1979
 AE5368_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5368
 AE5368  HISTORY     - Date     Condition        Report By
 AE5368  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0489 ***********************************************************************
 QO0489  DESIGNATION -  271/2 BOLT
 QO0489  PID         -  QO0489
 QO0489  STATE/COUNTY-  MN/ANOKA
 QO0489  USGS QUAD   -  ANOKA (1993)
 QO0489
 QO0489                         *CURRENT SURVEY CONTROL
 QO0489  ___________________________________________________________________
 QO0489* NAD 83(1986)-  45 11 42.     (N)    093 24 01.     (W)     SCALED    
 QO0489* NAVD 88     -       257.834  (meters)     845.91   (feet)  ADJUSTED  
 QO0489  ___________________________________________________________________
 QO0489  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 QO0489  DYNAMIC HT  -         257.816 (meters)     845.85  (feet)  COMP
 QO0489  MODELED GRAV-     980,538.1   (mgal)                       NAVD 88
 QO0489
 QO0489  VERT ORDER  -  FIRST     CLASS I
 QO0489
 QO0489.The horizontal coordinates were scaled from a topographic map and have
 QO0489.an estimated accuracy of +/- 6 seconds.
 QO0489
 QO0489.The orthometric height was determined by differential leveling
 QO0489.and adjusted by the National Geodetic Survey in June 1991..
 QO0489
 QO0489.The geoid height was determined by GEOID03.
 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     -   344,070.      847,130.      MT  (+/- 180 meters Scaled)
 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: 15TVL685046(NAD 83)
 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 = OCTOBER  6, 2006
 AE3491 ***********************************************************************
 AE3491  DESIGNATION -  2713 K
 AE3491  PID         -  AE3491
 AE3491  STATE/COUNTY-  MN/HENNEPIN
 AE3491  USGS QUAD   -  DELANO (1981)
 AE3491
 AE3491                         *CURRENT SURVEY CONTROL
 AE3491  ___________________________________________________________________
 AE3491* NAD 83(1986)-  45 02 10.     (N)    093 45 28.     (W)     SCALED    
 AE3491* NAVD 88     -       299.771  (meters)     983.50   (feet)  ADJUSTED  
 AE3491  ___________________________________________________________________
 AE3491  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AE3491  DYNAMIC HT  -         299.747 (meters)     983.42  (feet)  COMP
 AE3491  MODELED GRAV-     980,529.8   (mgal)                       NAVD 88
 AE3491
 AE3491  VERT ORDER  -  SECOND    CLASS I
 AE3491
 AE3491.The horizontal coordinates were scaled from a topographic map and have
 AE3491.an estimated accuracy of +/- 6 seconds.
 AE3491
 AE3491.The orthometric height was determined by differential leveling
 AE3491.and adjusted by the National Geodetic Survey in December 1997..
 AE3491
 AE3491.The geoid height was determined by GEOID03.
 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     -   326,270.      819,090.      MT  (+/- 180 meters Scaled)
 AE3491
 AE3491                          SUPERSEDED SURVEY CONTROL
 AE3491
 AE3491.No superseded survey control is available for this station.
 AE3491
 AE3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK403872(NAD 83)
 AE3491_MARKER: DD = SURVEY DISK
 AE3491_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE3491+WITH SETTING: INTO GROUND
 AE3491_STAMPING: 2713 K 1980
 AE3491_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3491
 AE3491  HISTORY     - Date     Condition        Report By
 AE3491  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3492 ***********************************************************************
 AE3492  DESIGNATION -  2713 L
 AE3492  PID         -  AE3492
 AE3492  STATE/COUNTY-  MN/HENNEPIN
 AE3492  USGS QUAD   -  ROCKFORD (1993)
 AE3492
 AE3492                         *CURRENT SURVEY CONTROL
 AE3492  ___________________________________________________________________
 AE3492* NAD 83(1986)-  45 02 09.     (N)    093 44 49.     (W)     SCALED    
 AE3492* NAVD 88     -       301.120  (meters)     987.92   (feet)  ADJUSTED  
 AE3492  ___________________________________________________________________
 AE3492  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AE3492  DYNAMIC HT  -         301.096 (meters)     987.85  (feet)  COMP
 AE3492  MODELED GRAV-     980,530.1   (mgal)                       NAVD 88
 AE3492
 AE3492  VERT ORDER  -  SECOND    CLASS I
 AE3492
 AE3492.The horizontal coordinates were scaled from a topographic map and have
 AE3492.an estimated accuracy of +/- 6 seconds.
 AE3492
 AE3492.The orthometric height was determined by differential leveling
 AE3492.and adjusted by the National Geodetic Survey in December 1997..
 AE3492
 AE3492.The geoid height was determined by GEOID03.
 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     -   326,240.      819,940.      MT  (+/- 180 meters Scaled)
 AE3492
 AE3492                          SUPERSEDED SURVEY CONTROL
 AE3492
 AE3492.No superseded survey control is available for this station.
 AE3492
 AE3492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK411872(NAD 83)
 AE3492_MARKER: DD = SURVEY DISK
 AE3492_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE3492+WITH SETTING: INTO GROUND
 AE3492_STAMPING: 2713 L 1980
 AE3492_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3492
 AE3492  HISTORY     - Date     Condition        Report By
 AE3492  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3493 ***********************************************************************
 AE3493  DESIGNATION -  2713 M
 AE3493  PID         -  AE3493
 AE3493  STATE/COUNTY-  MN/HENNEPIN
 AE3493  USGS QUAD   -  ROCKFORD (1993)
 AE3493
 AE3493                         *CURRENT SURVEY CONTROL
 AE3493  ___________________________________________________________________
 AE3493* NAD 83(1986)-  45 02 04.     (N)    093 44 16.     (W)     SCALED    
 AE3493* NAVD 88     -       294.629  (meters)     966.63   (feet)  ADJUSTED  
 AE3493  ___________________________________________________________________
 AE3493  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AE3493  DYNAMIC HT  -         294.606 (meters)     966.55  (feet)  COMP
 AE3493  MODELED GRAV-     980,530.6   (mgal)                       NAVD 88
 AE3493
 AE3493  VERT ORDER  -  SECOND    CLASS I
 AE3493
 AE3493.The horizontal coordinates were scaled from a topographic map and have
 AE3493.an estimated accuracy of +/- 6 seconds.
 AE3493
 AE3493.The orthometric height was determined by differential leveling
 AE3493.and adjusted by the National Geodetic Survey in December 1997..
 AE3493
 AE3493.The geoid height was determined by GEOID03.
 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     -   326,090.      820,660.      MT  (+/- 180 meters Scaled)
 AE3493
 AE3493                          SUPERSEDED SURVEY CONTROL
 AE3493
 AE3493.No superseded survey control is available for this station.
 AE3493
 AE3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK418870(NAD 83)
 AE3493_MARKER: DD = SURVEY DISK
 AE3493_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE3493+WITH SETTING: INTO GROUND
 AE3493_STAMPING: 2713 M 1980
 AE3493_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3493
 AE3493  HISTORY     - Date     Condition        Report By
 AE3493  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3494 ***********************************************************************
 AE3494  DESIGNATION -  2713 N
 AE3494  PID         -  AE3494
 AE3494  STATE/COUNTY-  MN/HENNEPIN
 AE3494  USGS QUAD   -  ROCKFORD (1993)
 AE3494
 AE3494                         *CURRENT SURVEY CONTROL
 AE3494  ___________________________________________________________________
 AE3494* NAD 83(1986)-  45 01 51.     (N)    093 43 40.     (W)     SCALED    
 AE3494* NAVD 88     -       294.128  (meters)     964.98   (feet)  ADJUSTED  
 AE3494  ___________________________________________________________________
 AE3494  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AE3494  DYNAMIC HT  -         294.106 (meters)     964.91  (feet)  COMP
 AE3494  MODELED GRAV-     980,531.5   (mgal)                       NAVD 88
 AE3494
 AE3494  VERT ORDER  -  SECOND    CLASS I
 AE3494
 AE3494.The horizontal coordinates were scaled from a topographic map and have
 AE3494.an estimated accuracy of +/- 6 seconds.
 AE3494
 AE3494.The orthometric height was determined by differential leveling
 AE3494.and adjusted by the National Geodetic Survey in December 1997..
 AE3494
 AE3494.The geoid height was determined by GEOID03.
 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     -   325,690.      821,450.      MT  (+/- 180 meters Scaled)
 AE3494
 AE3494                          SUPERSEDED SURVEY CONTROL
 AE3494
 AE3494.No superseded survey control is available for this station.
 AE3494
 AE3494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK426866(NAD 83)
 AE3494_MARKER: DD = SURVEY DISK
 AE3494_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE3494+WITH SETTING: INTO GROUND
 AE3494_STAMPING: 2713 N 1980
 AE3494_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3494
 AE3494  HISTORY     - Date     Condition        Report By
 AE3494  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3495 ***********************************************************************
 AE3495  DESIGNATION -  2713 P
 AE3495  PID         -  AE3495
 AE3495  STATE/COUNTY-  MN/HENNEPIN
 AE3495  USGS QUAD   -  ROCKFORD (1993)
 AE3495
 AE3495                         *CURRENT SURVEY CONTROL
 AE3495  ___________________________________________________________________
 AE3495* NAD 83(1996)-  45 01 21.71949(N)    093 42 25.90965(W)     ADJUSTED  
 AE3495* NAVD 88     -       296.458  (meters)     972.63   (feet)  ADJUSTED  
 AE3495  ___________________________________________________________________
 AE3495  X           -    -291,993.789 (meters)                     COMP
 AE3495  Y           -  -4,506,547.181 (meters)                     COMP
 AE3495  Z           -   4,489,322.175 (meters)                     COMP
 AE3495  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 AE3495  ELLIP HEIGHT-         269.04  (meters)          (09/06/06) GPS OBS
 AE3495  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AE3495  DYNAMIC HT  -         296.436 (meters)     972.56  (feet)  COMP
 AE3495  MODELED GRAV-     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 MN DEPT OF TRANSP in September 2006..
 AE3495
 AE3495.The orthometric height was determined by differential leveling
 AE3495.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE3495
 AE3495.The ellipsoidal height was determined by GPS observations
 AE3495.and is referenced to NAD 83.
 AE3495
 AE3495.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE3495;SPC MN S     -   324,790.689   823,076.568   MT  0.99996340   +0 12 18.8
 AE3495;UTM  15      - 4,985,715.312   444,284.061   MT  0.99963817   -0 30 01.0
 AE3495
 AE3495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3495!SPC MN S     -   0.99995782  x   0.99996340  =   0.99992122
 AE3495!UTM  15      -   0.99995782  x   0.99963817  =   0.99959601
 AE3495
 AE3495                          SUPERSEDED SURVEY CONTROL
 AE3495
 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_MARKER: DV = VERTICAL CONTROL DISK
 AE3495_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3495_STAMPING: 2713 P 1980
 AE3495_MARK LOGO: MNDT  
 AE3495_PROJECTION: RECESSED 8 CENTIMETERS
 AE3495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3495+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1990
 AE3495
 AE3495  HISTORY     - Date     Condition        Report By
 AE3495  HISTORY     - 1980     MONUMENTED       MNDT
 AE3495  HISTORY     - 19901031 GOOD             MNDT
 AE3495  HISTORY     - 20021016 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3496 ***********************************************************************
 AE3496  DESIGNATION -  2713 Q
 AE3496  PID         -  AE3496
 AE3496  STATE/COUNTY-  MN/HENNEPIN
 AE3496  USGS QUAD   -  ROCKFORD (1993)
 AE3496
 AE3496                         *CURRENT SURVEY CONTROL
 AE3496  ___________________________________________________________________
 AE3496* NAD 83(1986)-  45 01 03.     (N)    093 42 03.     (W)     SCALED    
 AE3496* NAVD 88     -       295.447  (meters)     969.31   (feet)  ADJUSTED  
 AE3496  ___________________________________________________________________
 AE3496  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AE3496  DYNAMIC HT  -         295.426 (meters)     969.24  (feet)  COMP
 AE3496  MODELED GRAV-     980,535.9   (mgal)                       NAVD 88
 AE3496
 AE3496  VERT ORDER  -  SECOND    CLASS I
 AE3496
 AE3496.The horizontal coordinates were scaled from a topographic map and have
 AE3496.an estimated accuracy of +/- 6 seconds.
 AE3496
 AE3496.The orthometric height was determined by differential leveling
 AE3496.and adjusted by the National Geodetic Survey in December 1997..
 AE3496
 AE3496.The geoid height was determined by GEOID03.
 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     -   324,220.      823,580.      MT  (+/- 180 meters Scaled)
 AE3496
 AE3496                          SUPERSEDED SURVEY CONTROL
 AE3496
 AE3496.No superseded survey control is available for this station.
 AE3496
 AE3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK447851(NAD 83)
 AE3496_MARKER: DD = SURVEY DISK
 AE3496_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE3496+WITH SETTING: INTO GROUND
 AE3496_STAMPING: 2713 Q 1980
 AE3496_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3496
 AE3496  HISTORY     - Date     Condition        Report By
 AE3496  HISTORY     - 1980     MONUMENTED       MNDT
 AE3496  HISTORY     - 20021016 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3497 ***********************************************************************
 AE3497  DESIGNATION -  2713 R
 AE3497  PID         -  AE3497
 AE3497  STATE/COUNTY-  MN/HENNEPIN
 AE3497  USGS QUAD   -  ROCKFORD (1993)
 AE3497
 AE3497                         *CURRENT SURVEY CONTROL
 AE3497  ___________________________________________________________________
 AE3497* NAD 83(1986)-  45 00 50.     (N)    093 41 31.     (W)     SCALED    
 AE3497* NAVD 88     -       298.626  (meters)     979.74   (feet)  ADJUSTED  
 AE3497  ___________________________________________________________________
 AE3497  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AE3497  DYNAMIC HT  -         298.605 (meters)     979.67  (feet)  COMP
 AE3497  MODELED GRAV-     980,537.7   (mgal)                       NAVD 88
 AE3497
 AE3497  VERT ORDER  -  SECOND    CLASS I
 AE3497
 AE3497.The horizontal coordinates were scaled from a topographic map and have
 AE3497.an estimated accuracy of +/- 6 seconds.
 AE3497
 AE3497.The orthometric height was determined by differential leveling
 AE3497.and adjusted by the National Geodetic Survey in December 1997..
 AE3497
 AE3497.The geoid height was determined by GEOID03.
 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     -   323,820.      824,280.      MT  (+/- 180 meters Scaled)
 AE3497
 AE3497                          SUPERSEDED SURVEY CONTROL
 AE3497
 AE3497.No superseded survey control is available for this station.
 AE3497
 AE3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK454847(NAD 83)
 AE3497_MARKER: DD = SURVEY DISK
 AE3497_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE3497+WITH SETTING: INTO GROUND
 AE3497_STAMPING: 2713 R 1980
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3498 ***********************************************************************
 AE3498  DESIGNATION -  2713 S
 AE3498  PID         -  AE3498
 AE3498  STATE/COUNTY-  MN/HENNEPIN
 AE3498  USGS QUAD   -  ROCKFORD (1993)
 AE3498
 AE3498                         *CURRENT SURVEY CONTROL
 AE3498  ___________________________________________________________________
 AE3498* NAD 83(1986)-  45 00 34.     (N)    093 41 01.     (W)     SCALED    
 AE3498* NAVD 88     -       297.153  (meters)     974.91   (feet)  ADJUSTED  
 AE3498  ___________________________________________________________________
 AE3498  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AE3498  DYNAMIC HT  -         297.132 (meters)     974.84  (feet)  COMP
 AE3498  MODELED GRAV-     980,539.8   (mgal)                       NAVD 88
 AE3498
 AE3498  VERT ORDER  -  SECOND    CLASS I
 AE3498
 AE3498.The horizontal coordinates were scaled from a topographic map and have
 AE3498.an estimated accuracy of +/- 6 seconds.
 AE3498
 AE3498.The orthometric height was determined by differential leveling
 AE3498.and adjusted by the National Geodetic Survey in December 1997..
 AE3498
 AE3498.The geoid height was determined by GEOID03.
 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     -   323,330.      824,940.      MT  (+/- 180 meters Scaled)
 AE3498
 AE3498                          SUPERSEDED SURVEY CONTROL
 AE3498
 AE3498.No superseded survey control is available for this station.
 AE3498
 AE3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK461842(NAD 83)
 AE3498_MARKER: DD = SURVEY DISK
 AE3498_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE3498+WITH SETTING: INTO GROUND
 AE3498_STAMPING: 2713 S 1981
 AE3498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3498
 AE3498  HISTORY     - Date     Condition        Report By
 AE3498  HISTORY     - 1981     MONUMENTED       MNDT
 AE3498  HISTORY     - 20021016 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3499 ***********************************************************************
 AE3499  DESIGNATION -  2713 T
 AE3499  PID         -  AE3499
 AE3499  STATE/COUNTY-  MN/HENNEPIN
 AE3499  USGS QUAD   -  ROCKFORD (1993)
 AE3499
 AE3499                         *CURRENT SURVEY CONTROL
 AE3499  ___________________________________________________________________
 AE3499* NAD 83(1986)-  45 00 30.     (N)    093 39 56.     (W)     SCALED    
 AE3499* NAVD 88     -       315.010  (meters)    1033.50   (feet)  ADJUSTED  
 AE3499  ___________________________________________________________________
 AE3499  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AE3499  DYNAMIC HT  -         314.989 (meters)    1033.43  (feet)  COMP
 AE3499  MODELED GRAV-     980,542.7   (mgal)                       NAVD 88
 AE3499
 AE3499  VERT ORDER  -  SECOND    CLASS I
 AE3499
 AE3499.The horizontal coordinates were scaled from a topographic map and have
 AE3499.an estimated accuracy of +/- 6 seconds.
 AE3499
 AE3499.The orthometric height was determined by differential leveling
 AE3499.and adjusted by the National Geodetic Survey in December 1997..
 AE3499
 AE3499.The geoid height was determined by GEOID03.
 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     -   323,210.      826,370.      MT  (+/- 180 meters Scaled)
 AE3499
 AE3499                          SUPERSEDED SURVEY CONTROL
 AE3499
 AE3499.No superseded survey control is available for this station.
 AE3499
 AE3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK475840(NAD 83)
 AE3499_MARKER: DD = SURVEY DISK
 AE3499_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3499_STAMPING: 2713 T 1981
 AE3499_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3499
 AE3499  HISTORY     - Date     Condition        Report By
 AE3499  HISTORY     - 1981     MONUMENTED       MNDT
 AE3499  HISTORY     - 20021016 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3500 ***********************************************************************
 AE3500  DESIGNATION -  2713 U
 AE3500  PID         -  AE3500
 AE3500  STATE/COUNTY-  MN/HENNEPIN
 AE3500  USGS QUAD   -  MOUND (1993)
 AE3500
 AE3500                         *CURRENT SURVEY CONTROL
 AE3500  ___________________________________________________________________
 AE3500* NAD 83(1986)-  44 59 58.     (N)    093 37 59.     (W)     SCALED    
 AE3500* NAVD 88     -       299.089  (meters)     981.26   (feet)  ADJUSTED  
 AE3500  ___________________________________________________________________
 AE3500  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AE3500  DYNAMIC HT  -         299.072 (meters)     981.21  (feet)  COMP
 AE3500  MODELED GRAV-     980,551.6   (mgal)                       NAVD 88
 AE3500
 AE3500  VERT ORDER  -  SECOND    CLASS I
 AE3500
 AE3500.The horizontal coordinates were scaled from a topographic map and have
 AE3500.an estimated accuracy of +/- 6 seconds.
 AE3500
 AE3500.The orthometric height was determined by differential leveling
 AE3500.and adjusted by the National Geodetic Survey in December 1997..
 AE3500
 AE3500.The geoid height was determined by GEOID03.
 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     -   322,230.      828,930.      MT  (+/- 180 meters Scaled)
 AE3500
 AE3500                          SUPERSEDED SURVEY CONTROL
 AE3500
 AE3500.No superseded survey control is available for this station.
 AE3500
 AE3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK501830(NAD 83)
 AE3500_MARKER: DD = SURVEY DISK
 AE3500_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE3500+WITH SETTING: INTO GROUND
 AE3500_STAMPING: 2713 U 1980
 AE3500_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3500
 AE3500  HISTORY     - Date     Condition        Report By
 AE3500  HISTORY     - 1980     MONUMENTED       MNDT
 AE3500  HISTORY     - 20021016 GOOD             USPSQD
 AE3500  HISTORY     - 20060408 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3501 ***********************************************************************
 AE3501  DESIGNATION -  2713 V
 AE3501  PID         -  AE3501
 AE3501  STATE/COUNTY-  MN/HENNEPIN
 AE3501  USGS QUAD   -  EXCELSIOR (1997)
 AE3501
 AE3501                         *CURRENT SURVEY CONTROL
 AE3501  ___________________________________________________________________
 AE3501* NAD 83(1986)-  44 59 44.     (N)    093 37 25.     (W)     SCALED    
 AE3501* NAVD 88     -       295.387  (meters)     969.12   (feet)  ADJUSTED  
 AE3501  ___________________________________________________________________
 AE3501  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AE3501  DYNAMIC HT  -         295.372 (meters)     969.07  (feet)  COMP
 AE3501  MODELED GRAV-     980,556.4   (mgal)                       NAVD 88
 AE3501
 AE3501  VERT ORDER  -  SECOND    CLASS I
 AE3501
 AE3501.The horizontal coordinates were scaled from a topographic map and have
 AE3501.an estimated accuracy of +/- 6 seconds.
 AE3501
 AE3501.The orthometric height was determined by differential leveling
 AE3501.and adjusted by the National Geodetic Survey in December 1997..
 AE3501
 AE3501.The geoid height was determined by GEOID03.
 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     -   321,800.      829,680.      MT  (+/- 180 meters Scaled)
 AE3501
 AE3501                          SUPERSEDED SURVEY CONTROL
 AE3501
 AE3501.No superseded survey control is available for this station.
 AE3501
 AE3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK508826(NAD 83)
 AE3501_MARKER: DD = SURVEY DISK
 AE3501_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE3501+WITH SETTING: INTO GROUND
 AE3501_STAMPING: 2713 V 1980
 AE3501_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3501+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2006
 AE3501
 AE3501  HISTORY     - Date     Condition        Report By
 AE3501  HISTORY     - 1980     MONUMENTED       MNDT
 AE3501  HISTORY     - 20021016 GOOD             USPSQD
 AE3501  HISTORY     - 20060408 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3502 ***********************************************************************
 AE3502  DESIGNATION -  2713 W
 AE3502  PID         -  AE3502
 AE3502  STATE/COUNTY-  MN/HENNEPIN
 AE3502  USGS QUAD   -  EXCELSIOR (1997)
 AE3502
 AE3502                         *CURRENT SURVEY CONTROL
 AE3502  ___________________________________________________________________
 AE3502* NAD 83(1986)-  44 59 22.     (N)    093 36 13.     (W)     SCALED    
 AE3502* NAVD 88     -       301.810  (meters)     990.19   (feet)  ADJUSTED  
 AE3502  ___________________________________________________________________
 AE3502  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AE3502  DYNAMIC HT  -         301.797 (meters)     990.15  (feet)  COMP
 AE3502  MODELED GRAV-     980,566.5   (mgal)                       NAVD 88
 AE3502
 AE3502  VERT ORDER  -  SECOND    CLASS I
 AE3502
 AE3502.The horizontal coordinates were scaled from a topographic map and have
 AE3502.an estimated accuracy of +/- 6 seconds.
 AE3502
 AE3502.The orthometric height was determined by differential leveling
 AE3502.and adjusted by the National Geodetic Survey in December 1997..
 AE3502
 AE3502.The geoid height was determined by GEOID03.
 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     -   321,130.      831,260.      MT  (+/- 180 meters Scaled)
 AE3502
 AE3502                          SUPERSEDED SURVEY CONTROL
 AE3502
 AE3502.No superseded survey control is available for this station.
 AE3502
 AE3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK524819(NAD 83)
 AE3502_MARKER: DD = SURVEY DISK
 AE3502_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE3502+WITH SETTING: INTO GROUND
 AE3502_STAMPING: 2713 W 1980
 AE3502_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3502
 AE3502  HISTORY     - Date     Condition        Report By
 AE3502  HISTORY     - 1980     MONUMENTED       MNDT
 AE3502  HISTORY     - 20021016 POOR             USPSQD
 AE3502  HISTORY     - 20060408 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3503 ***********************************************************************
 AE3503  DESIGNATION -  2713 X
 AE3503  PID         -  AE3503
 AE3503  STATE/COUNTY-  MN/HENNEPIN
 AE3503  USGS QUAD   -  EXCELSIOR (1997)
 AE3503
 AE3503                         *CURRENT SURVEY CONTROL
 AE3503  ___________________________________________________________________
 AE3503* NAD 83(1986)-  44 59 22.     (N)    093 35 42.     (W)     SCALED    
 AE3503* NAVD 88     -       312.858  (meters)    1026.43   (feet)  ADJUSTED  
 AE3503  ___________________________________________________________________
 AE3503  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AE3503  DYNAMIC HT  -         312.847 (meters)    1026.40  (feet)  COMP
 AE3503  MODELED GRAV-     980,570.0   (mgal)                       NAVD 88
 AE3503
 AE3503  VERT ORDER  -  SECOND    CLASS I
 AE3503
 AE3503.The horizontal coordinates were scaled from a topographic map and have
 AE3503.an estimated accuracy of +/- 6 seconds.
 AE3503
 AE3503.The orthometric height was determined by differential leveling
 AE3503.and adjusted by the National Geodetic Survey in December 1997..
 AE3503
 AE3503.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AE3503;SPC MN S     -   321,130.      831,940.      MT  (+/- 180 meters Scaled)
 AE3503
 AE3503                          SUPERSEDED SURVEY CONTROL
 AE3503
 AE3503.No superseded survey control is available for this station.
 AE3503
 AE3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK530819(NAD 83)
 AE3503_MARKER: DD = SURVEY DISK
 AE3503_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE3503+WITH SETTING: INTO GROUND
 AE3503_STAMPING: 2713 X 1980
 AE3503_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3503
 AE3503  HISTORY     - Date     Condition        Report By
 AE3503  HISTORY     - 1980     MONUMENTED       MNDT
 AE3503  HISTORY     - 20021016 POOR             USPSQD
 AE3503  HISTORY     - 20060408 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3504 ***********************************************************************
 AE3504  DESIGNATION -  2713 Y
 AE3504  PID         -  AE3504
 AE3504  STATE/COUNTY-  MN/HENNEPIN
 AE3504  USGS QUAD   -  EXCELSIOR (1997)
 AE3504
 AE3504                         *CURRENT SURVEY CONTROL
 AE3504  ___________________________________________________________________
 AE3504* NAD 83(1986)-  44 59 20.     (N)    093 34 49.     (W)     SCALED    
 AE3504* NAVD 88     -       310.080  (meters)    1017.32   (feet)  ADJUSTED  
 AE3504  ___________________________________________________________________
 AE3504  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AE3504  DYNAMIC HT  -         310.071 (meters)    1017.29  (feet)  COMP
 AE3504  MODELED GRAV-     980,576.8   (mgal)                       NAVD 88
 AE3504
 AE3504  VERT ORDER  -  SECOND    CLASS I
 AE3504
 AE3504.The horizontal coordinates were scaled from a topographic map and have
 AE3504.an estimated accuracy of +/- 6 seconds.
 AE3504
 AE3504.The orthometric height was determined by differential leveling
 AE3504.and adjusted by the National Geodetic Survey in December 1997..
 AE3504
 AE3504.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AE3504;SPC MN S     -   321,080.      833,100.      MT  (+/- 180 meters Scaled)
 AE3504
 AE3504                          SUPERSEDED SURVEY CONTROL
 AE3504
 AE3504.No superseded survey control is available for this station.
 AE3504
 AE3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK542818(NAD 83)
 AE3504_MARKER: DD = SURVEY DISK
 AE3504_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE3504+WITH SETTING: INTO GROUND
 AE3504_STAMPING: 2713 Y 1980
 AE3504_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3504
 AE3504  HISTORY     - Date     Condition        Report By
 AE3504  HISTORY     - 1980     MONUMENTED       MNDT
 AE3504  HISTORY     - 20021016 GOOD             USPSQD
 AE3504  HISTORY     - 20060408 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6990 ***********************************************************************
 AE6990  DESIGNATION -  2716 A
 AE6990  PID         -  AE6990
 AE6990  STATE/COUNTY-  MN/HENNEPIN
 AE6990  USGS QUAD   -  ST PAUL WEST (1993)
 AE6990
 AE6990                         *CURRENT SURVEY CONTROL
 AE6990  ___________________________________________________________________
 AE6990* NAD 83(1986)-  44 53 43.     (N)    093 14 49.     (W)     SCALED    
 AE6990* NAVD 88     -       257.097  (meters)     843.49   (feet)  ADJUSTED  
 AE6990  ___________________________________________________________________
 AE6990  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AE6990  DYNAMIC HT  -         257.089 (meters)     843.47  (feet)  COMP
 AE6990  MODELED GRAV-     980,578.9   (mgal)                       NAVD 88
 AE6990
 AE6990  VERT ORDER  -  SECOND    CLASS II
 AE6990
 AE6990.The horizontal coordinates were scaled from a topographic map and have
 AE6990.an estimated accuracy of +/- 6 seconds.
 AE6990
 AE6990.The orthometric height was determined by differential leveling
 AE6990.and adjusted by the National Geodetic Survey in April 1998..
 AE6990
 AE6990.The geoid height was determined by GEOID03.
 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     -   310,860.      859,480.      MT  (+/- 180 meters Scaled)
 AE6990
 AE6990                          SUPERSEDED SURVEY CONTROL
 AE6990
 AE6990.No superseded survey control is available for this station.
 AE6990
 AE6990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK805713(NAD 83)
 AE6990_MARKER: DB = BENCH MARK DISK
 AE6990_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE6990_STAMPING: 2716 A 1979
 AE6990_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6990
 AE6990  HISTORY     - Date     Condition        Report By
 AE6990  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0523 ***********************************************************************
 QO0523  DESIGNATION -  2721 A
 QO0523  PID         -  QO0523
 QO0523  STATE/COUNTY-  MN/HENNEPIN
 QO0523  USGS QUAD   -  OSSEO (1993)
 QO0523
 QO0523                         *CURRENT SURVEY CONTROL
 QO0523  ___________________________________________________________________
 QO0523* NAD 83(1986)-  45 05 55.     (N)    093 23 14.     (W)     SCALED    
 QO0523* NAVD 88     -       266.466  (meters)     874.23   (feet)  ADJUSTED  
 QO0523  ___________________________________________________________________
 QO0523  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 QO0523  DYNAMIC HT  -         266.459 (meters)     874.21  (feet)  COMP
 QO0523  MODELED GRAV-     980,582.1   (mgal)                       NAVD 88
 QO0523
 QO0523  VERT ORDER  -  SECOND    CLASS 0
 QO0523
 QO0523.The horizontal coordinates were scaled from a topographic map and have
 QO0523.an estimated accuracy of +/- 6 seconds.
 QO0523
 QO0523.The orthometric height was determined by differential leveling
 QO0523.and adjusted by the National Geodetic Survey in June 1991..
 QO0523
 QO0523.The geoid height was determined by GEOID03.
 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     -   333,370.      848,230.      MT  (+/- 180 meters Scaled)
 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: 15TVK695939(NAD 83)
 QO0523_MARKER: DB = BENCH MARK DISK
 QO0523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2324 ***********************************************************************
 QO2324  DESIGNATION -  2721 B
 QO2324  PID         -  QO2324
 QO2324  STATE/COUNTY-  MN/HENNEPIN
 QO2324  USGS QUAD   -  OSSEO (1993)
 QO2324
 QO2324                         *CURRENT SURVEY CONTROL
 QO2324  ___________________________________________________________________
 QO2324* NAD 83(1986)-  45 06 52.     (N)    093 24 04.     (W)     SCALED    
 QO2324* NAVD 88     -       271.265  (meters)     889.98   (feet)  ADJUSTED  
 QO2324  ___________________________________________________________________
 QO2324  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 QO2324  DYNAMIC HT  -         271.255 (meters)     889.94  (feet)  COMP
 QO2324  MODELED GRAV-     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
 QO2324.and adjusted by the National Geodetic Survey in June 1995..
 QO2324
 QO2324.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 QO2324_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2324+WITH SETTING: INTO GROUND
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2325 ***********************************************************************
 QO2325  DESIGNATION -  2721 C
 QO2325  PID         -  QO2325
 QO2325  STATE/COUNTY-  MN/HENNEPIN
 QO2325  USGS QUAD   -  OSSEO (1993)
 QO2325
 QO2325                         *CURRENT SURVEY CONTROL
 QO2325  ___________________________________________________________________
 QO2325* NAD 83(1986)-  45 06 32.     (N)    093 23 41.     (W)     SCALED    
 QO2325* NAVD 88     -       269.979  (meters)     885.76   (feet)  ADJUSTED  
 QO2325  ___________________________________________________________________
 QO2325  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 QO2325  DYNAMIC HT  -         269.970 (meters)     885.73  (feet)  COMP
 QO2325  MODELED GRAV-     980,576.4   (mgal)                       NAVD 88
 QO2325
 QO2325  VERT ORDER  -  SECOND    CLASS II
 QO2325
 QO2325.The horizontal coordinates were scaled from a topographic map and have
 QO2325.an estimated accuracy of +/- 6 seconds.
 QO2325
 QO2325.The orthometric height was determined by differential leveling
 QO2325.and adjusted by the National Geodetic Survey in June 1995..
 QO2325
 QO2325.The geoid height was determined by GEOID03.
 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     -   334,500.      847,630.      MT  (+/- 180 meters Scaled)
 QO2325
 QO2325                          SUPERSEDED SURVEY CONTROL
 QO2325
 QO2325.No superseded survey control is available for this station.
 QO2325
 QO2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK689951(NAD 83)
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2325+STABILITY: SURFACE MOTION
 QO2325
 QO2325  HISTORY     - Date     Condition        Report By
 QO2325  HISTORY     - 1980     MONUMENTED       MNDT
 QO2325  HISTORY     - 19810928 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2328 ***********************************************************************
 QO2328  DESIGNATION -  2721 F
 QO2328  PID         -  QO2328
 QO2328  STATE/COUNTY-  MN/HENNEPIN
 QO2328  USGS QUAD   -  OSSEO (1993)
 QO2328
 QO2328                         *CURRENT SURVEY CONTROL
 QO2328  ___________________________________________________________________
 QO2328* NAD 83(1986)-  45 05 18.     (N)    093 22 50.     (W)     SCALED    
 QO2328* NAVD 88     -       267.914  (meters)     878.98   (feet)  ADJUSTED  
 QO2328  ___________________________________________________________________
 QO2328  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 QO2328  DYNAMIC HT  -         267.908 (meters)     878.96  (feet)  COMP
 QO2328  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 QO2328
 QO2328  VERT ORDER  -  SECOND    CLASS II
 QO2328
 QO2328.The horizontal coordinates were scaled from a topographic map and have
 QO2328.an estimated accuracy of +/- 6 seconds.
 QO2328
 QO2328.The orthometric height was determined by differential leveling
 QO2328.and adjusted by the National Geodetic Survey in June 1995..
 QO2328
 QO2328.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QO2328;SPC MN S     -   332,230.      848,760.      MT  (+/- 180 meters Scaled)
 QO2328
 QO2328                          SUPERSEDED SURVEY CONTROL
 QO2328
 QO2328.No superseded survey control is available for this station.
 QO2328
 QO2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK700928(NAD 83)
 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 1980
 QO2328_MARK LOGO: MNDT  
 QO2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2328+STABILITY: SURFACE MOTION
 QO2328
 QO2328  HISTORY     - Date     Condition        Report By
 QO2328  HISTORY     - 1980     MONUMENTED       MNDT
 QO2328  HISTORY     - 19810928 GOOD             MNDT
 QO2328
 QO2328                          STATION DESCRIPTION
 QO2328
 QO2328'DESCRIBED BY MN DEPT OF TRANSP 1980
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2329 ***********************************************************************
 QO2329  DESIGNATION -  2721 G
 QO2329  PID         -  QO2329
 QO2329  STATE/COUNTY-  MN/HENNEPIN
 QO2329  USGS QUAD   -  OSSEO (1993)
 QO2329
 QO2329                         *CURRENT SURVEY CONTROL
 QO2329  ___________________________________________________________________
 QO2329* NAD 83(1986)-  45 05 02.     (N)    093 22 36.     (W)     SCALED    
 QO2329* NAVD 88     -       268.098  (meters)     879.58   (feet)  ADJUSTED  
 QO2329  ___________________________________________________________________
 QO2329  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 QO2329  DYNAMIC HT  -         268.093 (meters)     879.57  (feet)  COMP
 QO2329  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 QO2329
 QO2329  VERT ORDER  -  SECOND    CLASS II
 QO2329
 QO2329.The horizontal coordinates were scaled from a topographic map and have
 QO2329.an estimated accuracy of +/- 6 seconds.
 QO2329
 QO2329.The orthometric height was determined by differential leveling
 QO2329.and adjusted by the National Geodetic Survey in June 1995..
 QO2329
 QO2329.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QO2329;SPC MN S     -   331,740.      849,070.      MT  (+/- 180 meters Scaled)
 QO2329
 QO2329                          SUPERSEDED SURVEY CONTROL
 QO2329
 QO2329.No superseded survey control is available for this station.
 QO2329
 QO2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK703923(NAD 83)
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2329+STABILITY: SURFACE MOTION
 QO2329
 QO2329  HISTORY     - Date     Condition        Report By
 QO2329  HISTORY     - 1980     MONUMENTED       MNDT
 QO2329  HISTORY     - 19810928 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2364 ***********************************************************************
 QO2364  DESIGNATION -  2721 H
 QO2364  PID         -  QO2364
 QO2364  STATE/COUNTY-  MN/HENNEPIN
 QO2364  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2364
 QO2364                         *CURRENT SURVEY CONTROL
 QO2364  ___________________________________________________________________
 QO2364* NAD 83(1996)-  45 04 15.18568(N)    093 22 07.13286(W)     ADJUSTED  
 QO2364* NAVD 88     -       266.951  (meters)     875.82   (feet)  ADJUSTED  
 QO2364  ___________________________________________________________________
 QO2364  X           -    -265,136.674 (meters)                     COMP
 QO2364  Y           -  -4,504,389.991 (meters)                     COMP
 QO2364  Z           -   4,493,085.036 (meters)                     COMP
 QO2364  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 QO2364  ELLIP HEIGHT-         239.78  (meters)          (03/16/99) GPS OBS
 QO2364  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 QO2364  DYNAMIC HT  -         266.946 (meters)     875.81  (feet)  COMP
 QO2364  MODELED GRAV-     980,591.9   (mgal)                       NAVD 88
 QO2364
 QO2364  HORZ ORDER  -  FIRST
 QO2364  VERT ORDER  -  SECOND    CLASS II
 QO2364  ELLP ORDER  -  FOURTH    CLASS I
 QO2364
 QO2364.The horizontal coordinates were established by GPS observations
 QO2364.and adjusted by the National Geodetic Survey in March 1999..
 QO2364
 QO2364.The orthometric height was determined by differential leveling
 QO2364.and adjusted by the National Geodetic Survey in June 1995..
 QO2364
 QO2364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2364
 QO2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO2364
 QO2364.The ellipsoidal height was determined by GPS observations
 QO2364.and is referenced to NAD 83.
 QO2364
 QO2364.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO2364;SPC MN S     -   330,296.117   849,716.772   MT  0.99997141   +0 26 33.1
 QO2364;UTM  15      - 4,990,890.960   470,980.745   MT  0.99961035   -0 15 39.6
 QO2364
 QO2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2364!SPC MN S     -   0.99996241  x   0.99997141  =   0.99993382
 QO2364!UTM  15      -   0.99996241  x   0.99961035  =   0.99957277
 QO2364
 QO2364:                Primary Azimuth Mark                     Grid Az
 QO2364:SPC MN S     -  2721 K                                   154 38 15.8
 QO2364:UTM  15      -  2721 K                                   155 20 28.5
 QO2364
 QO2364|---------------------------------------------------------------------|
 QO2364| PID    Reference Object                     Distance      Geod. Az  |
 QO2364|                                                           dddmmss.s |
 QO2364| QO2366 2721 K                              APPROX. 1.5 KM 1550448.9 |
 QO2364|---------------------------------------------------------------------|
 QO2364
 QO2364                          SUPERSEDED SURVEY CONTROL
 QO2364
 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: 15TVK7098190891(NAD 83)
 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 1980
 QO2364_MARK LOGO: MNDT  
 QO2364_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2364+STABILITY: SURFACE MOTION
 QO2364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2364+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1993
 QO2364
 QO2364  HISTORY     - Date     Condition        Report By
 QO2364  HISTORY     - 1980     MONUMENTED       MNDT
 QO2364  HISTORY     - 19931001 GOOD             MNDT
 QO2364
 QO2364                          STATION DESCRIPTION
 QO2364
 QO2364'DESCRIBED BY MN DEPT OF TRANSP 1980
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2365 ***********************************************************************
 QO2365  DESIGNATION -  2721 J
 QO2365  PID         -  QO2365
 QO2365  STATE/COUNTY-  MN/HENNEPIN
 QO2365  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2365
 QO2365                         *CURRENT SURVEY CONTROL
 QO2365  ___________________________________________________________________
 QO2365* NAD 83(1986)-  45 03 53.     (N)    093 21 53.     (W)     SCALED    
 QO2365* NAVD 88     -       266.974  (meters)     875.90   (feet)  ADJUSTED  
 QO2365  ___________________________________________________________________
 QO2365  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 QO2365  DYNAMIC HT  -         266.970 (meters)     875.88  (feet)  COMP
 QO2365  MODELED GRAV-     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
 QO2365.and adjusted by the National Geodetic Survey in June 1995..
 QO2365
 QO2365.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2366 ***********************************************************************
 QO2366  DESIGNATION -  2721 K
 QO2366  PID         -  QO2366
 QO2366  STATE/COUNTY-  MN/HENNEPIN
 QO2366  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2366
 QO2366                         *CURRENT SURVEY CONTROL
 QO2366  ___________________________________________________________________
 QO2366* NAD 83(1996)-  45 03 30.50138(N)    093 21 37.84223(W)     ADJUSTED  
 QO2366* NAVD 88     -       265.778  (meters)     871.97   (feet)  ADJUSTED  
 QO2366  ___________________________________________________________________
 QO2366  X           -    -264,554.221 (meters)                     COMP
 QO2366  Y           -  -4,505,401.646 (meters)                     COMP
 QO2366  Z           -   4,492,109.899 (meters)                     COMP
 QO2366  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 QO2366  ELLIP HEIGHT-         238.64  (meters)          (03/16/99) GPS OBS
 QO2366  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 QO2366  DYNAMIC HT  -         265.774 (meters)     871.96  (feet)  COMP
 QO2366  MODELED GRAV-     980,594.5   (mgal)                       NAVD 88
 QO2366
 QO2366  HORZ ORDER  -  FIRST
 QO2366  VERT ORDER  -  SECOND    CLASS II
 QO2366  ELLP ORDER  -  FOURTH    CLASS I
 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 March 1999..
 QO2366
 QO2366.The orthometric height was determined by differential leveling
 QO2366.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 QO2366
 QO2366.The ellipsoidal height was determined by GPS observations
 QO2366.and is referenced to NAD 83.
 QO2366
 QO2366.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO2366;SPC MN S     -   328,921.763   850,368.254   MT  0.99996928   +0 26 53.6
 QO2366;UTM  15      - 4,989,509.209   471,615.076   MT  0.99960991   -0 15 18.7
 QO2366
 QO2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2366!SPC MN S     -   0.99996259  x   0.99996928  =   0.99993187
 QO2366!UTM  15      -   0.99996259  x   0.99960991  =   0.99957251
 QO2366
 QO2366:                Primary Azimuth Mark                     Grid Az
 QO2366:SPC MN S     -  2721 H                                   334 38 16.0
 QO2366:UTM  15      -  2721 H                                   335 20 28.3
 QO2366
 QO2366|---------------------------------------------------------------------|
 QO2366| PID    Reference Object                     Distance      Geod. Az  |
 QO2366|                                                           dddmmss.s |
 QO2366| QO2364 2721 H                              APPROX. 1.5 KM 3350509.6 |
 QO2366|---------------------------------------------------------------------|
 QO2366
 QO2366                          SUPERSEDED SURVEY CONTROL
 QO2366
 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_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 - October 01, 1993
 QO2366
 QO2366  HISTORY     - Date     Condition        Report By
 QO2366  HISTORY     - 1980     MONUMENTED       MNDT
 QO2366  HISTORY     - 19931001 GOOD             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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2367 ***********************************************************************
 QO2367  DESIGNATION -  2721 L
 QO2367  PID         -  QO2367
 QO2367  STATE/COUNTY-  MN/HENNEPIN
 QO2367  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2367
 QO2367                         *CURRENT SURVEY CONTROL
 QO2367  ___________________________________________________________________
 QO2367* NAD 83(1986)-  45 03 08.     (N)    093 21 24.     (W)     SCALED    
 QO2367* NAVD 88     -       264.834  (meters)     868.88   (feet)  ADJUSTED  
 QO2367  ___________________________________________________________________
 QO2367  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 QO2367  DYNAMIC HT  -         264.830 (meters)     868.86  (feet)  COMP
 QO2367  MODELED GRAV-     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
 QO2367.and adjusted by the National Geodetic Survey in June 1995..
 QO2367
 QO2367.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2368 ***********************************************************************
 QO2368  DESIGNATION -  2721 M
 QO2368  PID         -  QO2368
 QO2368  STATE/COUNTY-  MN/HENNEPIN
 QO2368  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2368
 QO2368                         *CURRENT SURVEY CONTROL
 QO2368  ___________________________________________________________________
 QO2368* NAD 83(1986)-  45 02 45.     (N)    093 20 58.     (W)     SCALED    
 QO2368* NAVD 88     -       266.370  (meters)     873.92   (feet)  ADJUSTED  
 QO2368  ___________________________________________________________________
 QO2368  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 QO2368  DYNAMIC HT  -         266.366 (meters)     873.90  (feet)  COMP
 QO2368  MODELED GRAV-     980,595.8   (mgal)                       NAVD 88
 QO2368
 QO2368  VERT ORDER  -  SECOND    CLASS II
 QO2368
 QO2368.The horizontal coordinates were scaled from a topographic map and have
 QO2368.an estimated accuracy of +/- 6 seconds.
 QO2368
 QO2368.The orthometric height was determined by differential leveling
 QO2368.and adjusted by the National Geodetic Survey in June 1995..
 QO2368
 QO2368.The geoid height was determined by GEOID03.
 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     -   327,520.      851,250.      MT  (+/- 180 meters Scaled)
 QO2368
 QO2368                          SUPERSEDED SURVEY CONTROL
 QO2368
 QO2368.No superseded survey control is available for this station.
 QO2368
 QO2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK724881(NAD 83)
 QO2368_MARKER: DV = VERTICAL CONTROL DISK
 QO2368_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2368+WITH SETTING: INTO GROUND
 QO2368_SP_SET: METAL ROD WITH BASE PLATE
 QO2368_STAMPING: 2721 M 1980
 QO2368_MARK LOGO: MNDT  
 QO2368_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2368+STABILITY: SURFACE MOTION
 QO2368
 QO2368  HISTORY     - Date     Condition        Report By
 QO2368  HISTORY     - 1980     MONUMENTED       MNDT
 QO2368
 QO2368                          STATION DESCRIPTION
 QO2368
 QO2368'DESCRIBED BY MN DEPT OF TRANSP 1980
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2369 ***********************************************************************
 QO2369  DESIGNATION -  2721 N
 QO2369  PID         -  QO2369
 QO2369  STATE/COUNTY-  MN/HENNEPIN
 QO2369  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2369
 QO2369                         *CURRENT SURVEY CONTROL
 QO2369  ___________________________________________________________________
 QO2369* NAD 83(1986)-  45 02 23.     (N)    093 20 45.     (W)     SCALED    
 QO2369* NAVD 88     -       266.060  (meters)     872.90   (feet)  ADJUSTED  
 QO2369  ___________________________________________________________________
 QO2369  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 QO2369  DYNAMIC HT  -         266.057 (meters)     872.89  (feet)  COMP
 QO2369  MODELED GRAV-     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
 QO2369.and adjusted by the National Geodetic Survey in August 2004..
 QO2369.No vertical observational check was made to the station.
 QO2369
 QO2369.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2371 ***********************************************************************
 QO2371  DESIGNATION -  2721 P
 QO2371  PID         -  QO2371
 QO2371  STATE/COUNTY-  MN/HENNEPIN
 QO2371  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2371
 QO2371                         *CURRENT SURVEY CONTROL
 QO2371  ___________________________________________________________________
 QO2371* NAD 83(1986)-  45 01 52.     (N)    093 20 16.     (W)     SCALED    
 QO2371* NAVD 88     -       267.864  (meters)     878.82   (feet)  ADJUSTED  
 QO2371  ___________________________________________________________________
 QO2371  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 QO2371  DYNAMIC HT  -         267.860 (meters)     878.80  (feet)  COMP
 QO2371  MODELED GRAV-     980,595.4   (mgal)                       NAVD 88
 QO2371
 QO2371  VERT ORDER  -  SECOND    CLASS II
 QO2371
 QO2371.The horizontal coordinates were scaled from a topographic map and have
 QO2371.an estimated accuracy of +/- 6 seconds.
 QO2371
 QO2371.The orthometric height was determined by differential leveling
 QO2371.and adjusted by the National Geodetic Survey in June 1995..
 QO2371
 QO2371.The geoid height was determined by GEOID03.
 QO2371
 QO2371.The dynamic height is computed by dividing the NAVD 88
 QO2371.geopotential number by the normal gravity value computed on the
 QO2371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2371.degrees latitude (g = 980.6199 gals.).
 QO2371
 QO2371.The modeled gravity was interpolated from observed gravity values.
 QO2371
 QO2371;                    North         East    Units  Estimated Accuracy
 QO2371;SPC MN S     -   325,900.      852,180.      MT  (+/- 180 meters Scaled)
 QO2371
 QO2371                          SUPERSEDED SURVEY CONTROL
 QO2371
 QO2371.No superseded survey control is available for this station.
 QO2371
 QO2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK733864(NAD 83)
 QO2371_MARKER: DV = VERTICAL CONTROL DISK
 QO2371_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO2371+WITH SETTING: PAVEMENT
 QO2371_SP_SET: CONCRETE BASE
 QO2371_STAMPING: 2721 P 1979
 QO2371_MARK LOGO: MNDT  
 QO2371_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2371+STABILITY: SURFACE MOTION
 QO2371
 QO2371  HISTORY     - Date     Condition        Report By
 QO2371  HISTORY     - 1979     MONUMENTED       MNDT
 QO2371
 QO2371                          STATION DESCRIPTION
 QO2371
 QO2371'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2371'THE MARK IS LOCATED IN THE TOWN OF ROBBINSDALE, IN THE NE 1/4 OF
 QO2371'SECTION 6, T29N, R24W, 0.45 MI (0.72 KM) SOUTH ALONG TRUNK HIGHWAY 52
 QO2371'FROM ITS JUNCTION WITH TRUNK HIGHWAY 100 IN ROBBINSDALE.  THE MARK, A
 QO2371'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2721 P
 QO2371'1979---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE CONCRETE BASE
 QO2371'OF A COMMERCIAL SIGN (COLOR) TILE IN A BITUMINOUS PARKING LOT IN
 QO2371'FRONT OF A ONE STORY CONCRETE BRICK BUILDING NUMBERED 4121.  THE MARK
 QO2371'IS AT TRUNK HIGHWAY 52 MILEPOINT 145.95, 55 FT (16.8 M) WEST OF THE
 QO2371'CENTERLINE OF THE WEST FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2372 ***********************************************************************
 QO2372  DESIGNATION -  2721 Q
 QO2372  PID         -  QO2372
 QO2372  STATE/COUNTY-  MN/HENNEPIN
 QO2372  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2372
 QO2372                         *CURRENT SURVEY CONTROL
 QO2372  ___________________________________________________________________
 QO2372* NAD 83(1986)-  45 01 32.     (N)    093 19 43.     (W)     SCALED    
 QO2372* NAVD 88     -       261.677  (meters)     858.52   (feet)  ADJUSTED  
 QO2372  ___________________________________________________________________
 QO2372  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 QO2372  DYNAMIC HT  -         261.673 (meters)     858.51  (feet)  COMP
 QO2372  MODELED GRAV-     980,594.6   (mgal)                       NAVD 88
 QO2372
 QO2372  VERT ORDER  -  SECOND    CLASS II
 QO2372
 QO2372.The horizontal coordinates were scaled from a topographic map and have
 QO2372.an estimated accuracy of +/- 6 seconds.
 QO2372
 QO2372.The orthometric height was determined by differential leveling
 QO2372.and adjusted by the National Geodetic Survey in June 1995..
 QO2372
 QO2372.The geoid height was determined by GEOID03.
 QO2372
 QO2372.The dynamic height is computed by dividing the NAVD 88
 QO2372.geopotential number by the normal gravity value computed on the
 QO2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2372.degrees latitude (g = 980.6199 gals.).
 QO2372
 QO2372.The modeled gravity was interpolated from observed gravity values.
 QO2372
 QO2372;                    North         East    Units  Estimated Accuracy
 QO2372;SPC MN S     -   325,280.      852,910.      MT  (+/- 180 meters Scaled)
 QO2372
 QO2372                          SUPERSEDED SURVEY CONTROL
 QO2372
 QO2372.No superseded survey control is available for this station.
 QO2372
 QO2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK741858(NAD 83)
 QO2372_MARKER: DV = VERTICAL CONTROL DISK
 QO2372_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2372+WITH SETTING: INTO GROUND
 QO2372_SP_SET: METAL ROD WITH BASE PLATE
 QO2372_STAMPING: 2721 Q 1980
 QO2372_MARK LOGO: MNDT  
 QO2372_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2372+STABILITY: SURFACE MOTION
 QO2372
 QO2372  HISTORY     - Date     Condition        Report By
 QO2372  HISTORY     - 1980     MONUMENTED       MNDT
 QO2372
 QO2372                          STATION DESCRIPTION
 QO2372
 QO2372'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2372'THE MARK IS LOCATED IN THE TOWN OF ROBBINSDALE, IN THE SE 1/4 OF
 QO2372'SECTION 6, T29N, R42W, ACROSS TRUNK HIGHWAY 52 FROM A 1-1/2 STORY
 QO2372'HOUSE NUMBERED 3751, 1.05 MI (1.69 KM) SOUTH ALONG TRUNK HIGHWAY 52
 QO2372'FROM ITS JUNCTION WITH TRUNK HIGHWAY 100 IN ROBBINSDALE.  THE MARK, A
 QO2372'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2721 Q
 QO2372'1980---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD
 QO2372'WITH 4 INCHES OF SIGN POST BOLTED THE THE BOTTOM AND SET IN 8 INCHES
 QO2372'OF CONCRETE IN A 6 INCH DIAMETER HOLE THAT IS BURIED 3 INCHES BELOW
 QO2372'THE SURFACE OF THE GROUND.  THE MARK IS AT TRUNK HIGHWAY 52 MILEPOINT
 QO2372'145.35, 17 FT (5.2 M) EAST OF THE CENTERLINE OF THE EAST FRONTAGE
 QO2372'ROAD, 2 FT (0.6 M) WEST OF A STEEL GUARD POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2373 ***********************************************************************
 QO2373  DESIGNATION -  2721 R
 QO2373  PID         -  QO2373
 QO2373  STATE/COUNTY-  MN/HENNEPIN
 QO2373  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2373
 QO2373                         *CURRENT SURVEY CONTROL
 QO2373  ___________________________________________________________________
 QO2373* NAD 83(1986)-  45 01 07.     (N)    093 19 26.     (W)     SCALED    
 QO2373* NAVD 88     -       269.423  (meters)     883.93   (feet)  ADJUSTED  
 QO2373  ___________________________________________________________________
 QO2373  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 QO2373  DYNAMIC HT  -         269.419 (meters)     883.92  (feet)  COMP
 QO2373  MODELED GRAV-     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
 QO2373.and adjusted by the National Geodetic Survey in June 1995..
 QO2373
 QO2373.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2375 ***********************************************************************
 QO2375  DESIGNATION -  2721 S
 QO2375  PID         -  QO2375
 QO2375  STATE/COUNTY-  MN/HENNEPIN
 QO2375  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2375
 QO2375                         *CURRENT SURVEY CONTROL
 QO2375  ___________________________________________________________________
 QO2375* NAD 83(1986)-  45 00 50.     (N)    093 19 11.     (W)     SCALED    
 QO2375* NAVD 88     -       287.696  (meters)     943.88   (feet)  ADJUSTED  
 QO2375  ___________________________________________________________________
 QO2375  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 QO2375  DYNAMIC HT  -         287.692 (meters)     943.87  (feet)  COMP
 QO2375  MODELED GRAV-     980,592.6   (mgal)                       NAVD 88
 QO2375
 QO2375  VERT ORDER  -  SECOND    CLASS II
 QO2375
 QO2375.The horizontal coordinates were scaled from a topographic map and have
 QO2375.an estimated accuracy of +/- 6 seconds.
 QO2375
 QO2375.The orthometric height was determined by differential leveling
 QO2375.and adjusted by the National Geodetic Survey in June 1995..
 QO2375
 QO2375.The geoid height was determined by GEOID03.
 QO2375
 QO2375.The dynamic height is computed by dividing the NAVD 88
 QO2375.geopotential number by the normal gravity value computed on the
 QO2375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2375.degrees latitude (g = 980.6199 gals.).
 QO2375
 QO2375.The modeled gravity was interpolated from observed gravity values.
 QO2375
 QO2375;                    North         East    Units  Estimated Accuracy
 QO2375;SPC MN S     -   323,990.      853,620.      MT  (+/- 180 meters Scaled)
 QO2375
 QO2375                          SUPERSEDED SURVEY CONTROL
 QO2375
 QO2375.No superseded survey control is available for this station.
 QO2375
 QO2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK748845(NAD 83)
 QO2375_MARKER: DV = VERTICAL CONTROL DISK
 QO2375_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2375_SP_SET: BRIDGE ABUTMENT
 QO2375_STAMPING: 2721 S 1979
 QO2375_MARK LOGO: MNDT  
 QO2375_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2375
 QO2375  HISTORY     - Date     Condition        Report By
 QO2375  HISTORY     - 1979     MONUMENTED       MNDT
 QO2375
 QO2375                          STATION DESCRIPTION
 QO2375
 QO2375'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2375'THE MARK IS LOCATED IN THE TOWN OF ROBBINSDALE, IN THE SW 1/4 OF
 QO2375'SECTION 8, T29N, R24W, IN THE TOP OF THE NORTHWEST CORNER ABUTMENT OF
 QO2375'EASTBOUND TRUNK HIGHWAY 52 BRIDGE (NUMBER 27007) OVER TRUNK HIGHWAY
 QO2375'278 (LOWRY AVENUE), 2.05 MI (3.30 KM) SOUTH ALONG TRUNK HIGHWAY 52
 QO2375'FROM ITS JUNCTION WITH TRUNK HIGHWAY 100 IN ROBBINSDALE.  THE MARK, A
 QO2375'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2721 S
 QO2375'1979---, IS SET FLUSH IN THE NORTHWEST CORNER ABUTMENT OF THE BRIDGE.
 QO2375'THE MARK IS 0.5 FT (0.2 M) IN FRONT OF A PLATE BEAM GUARDRAIL, 1 FT
 QO2375'(0.3 M) SOUTH OF THE NORTH END OF A CONCRETE CRASH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2376 ***********************************************************************
 QO2376  DESIGNATION -  2721 T
 QO2376  PID         -  QO2376
 QO2376  STATE/COUNTY-  MN/HENNEPIN
 QO2376  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2376
 QO2376                         *CURRENT SURVEY CONTROL
 QO2376  ___________________________________________________________________
 QO2376* NAD 83(1986)-  45 00 47.     (N)    093 19 05.     (W)     SCALED    
 QO2376* NAVD 88     -       288.243  (meters)     945.68   (feet)  ADJUSTED  
 QO2376  ___________________________________________________________________
 QO2376  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 QO2376  DYNAMIC HT  -         288.239 (meters)     945.66  (feet)  COMP
 QO2376  MODELED GRAV-     980,592.4   (mgal)                       NAVD 88
 QO2376
 QO2376  VERT ORDER  -  SECOND    CLASS II
 QO2376
 QO2376.The horizontal coordinates were scaled from a topographic map and have
 QO2376.an estimated accuracy of +/- 6 seconds.
 QO2376
 QO2376.The orthometric height was determined by differential leveling
 QO2376.and adjusted by the National Geodetic Survey in June 1995..
 QO2376
 QO2376.The geoid height was determined by GEOID03.
 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     -   323,900.      853,750.      MT  (+/- 180 meters Scaled)
 QO2376
 QO2376                          SUPERSEDED SURVEY CONTROL
 QO2376
 QO2376.No superseded survey control is available for this station.
 QO2376
 QO2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK749844(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2374 ***********************************************************************
 QO2374  DESIGNATION -  2721 U
 QO2374  PID         -  QO2374
 QO2374  STATE/COUNTY-  MN/HENNEPIN
 QO2374  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2374
 QO2374                         *CURRENT SURVEY CONTROL
 QO2374  ___________________________________________________________________
 QO2374* NAD 83(1986)-  45 00 50.     (N)    093 19 06.     (W)     SCALED    
 QO2374* NAVD 88     -       287.160  (meters)     942.12   (feet)  ADJUSTED  
 QO2374  ___________________________________________________________________
 QO2374  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 QO2374  DYNAMIC HT  -         287.155 (meters)     942.11  (feet)  COMP
 QO2374  MODELED GRAV-     980,592.6   (mgal)                       NAVD 88
 QO2374
 QO2374  VERT ORDER  -  SECOND    CLASS II
 QO2374
 QO2374.The horizontal coordinates were scaled from a topographic map and have
 QO2374.an estimated accuracy of +/- 6 seconds.
 QO2374
 QO2374.The orthometric height was determined by differential leveling
 QO2374.and adjusted by the National Geodetic Survey in June 1995..
 QO2374
 QO2374.The geoid height was determined by GEOID03.
 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     -   323,990.      853,730.      MT  (+/- 180 meters Scaled)
 QO2374
 QO2374                          SUPERSEDED SURVEY CONTROL
 QO2374
 QO2374.No superseded survey control is available for this station.
 QO2374
 QO2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK749845(NAD 83)
 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: MNDT  
 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       MNDT
 QO2374
 QO2374                          STATION DESCRIPTION
 QO2374
 QO2374'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1194 ***********************************************************************
 QO1194  DESIGNATION -  2722 AA
 QO1194  PID         -  QO1194
 QO1194  STATE/COUNTY-  MN/HENNEPIN
 QO1194  USGS QUAD   -  HAMEL (1993)
 QO1194
 QO1194                         *CURRENT SURVEY CONTROL
 QO1194  ___________________________________________________________________
 QO1194* NAD 83(1996)-  45 02 06.47288(N)    093 30 44.70359(W)     ADJUSTED  
 QO1194* NAVD 88     -       307.536  (meters)    1008.97   (feet)  ADJUSTED  
 QO1194  ___________________________________________________________________
 QO1194  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 QO1194  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 QO1194  DYNAMIC HT  -         307.526 (meters)    1008.94  (feet)  COMP
 QO1194  MODELED GRAV-     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
 QO1194.and adjusted by the National Geodetic Survey in June 1991..
 QO1194
 QO1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1194
 QO1194.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1194;SPC MN S     -   326,245.434   838,419.266   MT  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     -   0.99995604  x   0.99996540  =   0.99992145
 QO1194!UTM  15      -   0.99995604  x   0.99962003  =   0.99957609
 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: 15TVK5963886981(NAD 83)
 QO1194_MARKER: DD = SURVEY DISK
 QO1194_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1194+WITH SETTING: INTO GROUND
 QO1194_SP_SET: METAL ROD WITH BASE PLATE
 QO1194_STAMPING: 2722 AA
 QO1194_PROJECTION: RECESSED 5 CENTIMETERS
 QO1194_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1194+STABILITY: SURFACE MOTION
 QO1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1194+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 QO1194_ROD/PIPE-DEPTH: 2.44 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1172 ***********************************************************************
 QO1172  DESIGNATION -  2722 D
 QO1172  PID         -  QO1172
 QO1172  STATE/COUNTY-  MN/HENNEPIN
 QO1172  USGS QUAD   -  ROCKFORD (1993)
 QO1172
 QO1172                         *CURRENT SURVEY CONTROL
 QO1172  ___________________________________________________________________
 QO1172* NAD 83(1986)-  45 04 47.     (N)    093 42 20.     (W)     SCALED    
 QO1172* NAVD 88     -       309.389  (meters)    1015.05   (feet)  ADJUSTED  
 QO1172  ___________________________________________________________________
 QO1172  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 QO1172  DYNAMIC HT  -         309.362 (meters)    1014.97  (feet)  COMP
 QO1172  MODELED GRAV-     980,523.6   (mgal)                       NAVD 88
 QO1172
 QO1172  VERT ORDER  -  SECOND    CLASS I
 QO1172
 QO1172.The horizontal coordinates were scaled from a topographic map and have
 QO1172.an estimated accuracy of +/- 6 seconds.
 QO1172
 QO1172.The orthometric height was determined by differential leveling
 QO1172.and adjusted by the National Geodetic Survey in June 1991..
 QO1172
 QO1172.The geoid height was determined by GEOID03.
 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     -   331,130.      823,180.      MT  (+/- 180 meters Scaled)
 QO1172
 QO1172                          SUPERSEDED SURVEY CONTROL
 QO1172
 QO1172.No superseded survey control is available for this station.
 QO1172
 QO1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK444920(NAD 83)
 QO1172_MARKER: DD = SURVEY DISK
 QO1172_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1172_SP_SET: COPPER-CLAD STEEL ROD
 QO1172_STAMPING: 2722 D 1977
 QO1172_PROJECTION: RECESSED 5 CENTIMETERS
 QO1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1172_ROD/PIPE-DEPTH: 7.32 meters
 QO1172
 QO1172  HISTORY     - Date     Condition        Report By
 QO1172  HISTORY     - 1977     MONUMENTED       MNDT
 QO1172  HISTORY     - 1978     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1173 ***********************************************************************
 QO1173  DESIGNATION -  2722 E
 QO1173  PID         -  QO1173
 QO1173  STATE/COUNTY-  MN/HENNEPIN
 QO1173  USGS QUAD   -  ROCKFORD (1993)
 QO1173
 QO1173                         *CURRENT SURVEY CONTROL
 QO1173  ___________________________________________________________________
 QO1173* NAD 83(1986)-  45 04 31.     (N)    093 41 49.     (W)     SCALED    
 QO1173* NAVD 88     -       309.710  (meters)    1016.11   (feet)  ADJUSTED  
 QO1173  ___________________________________________________________________
 QO1173  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 QO1173  DYNAMIC HT  -         309.684 (meters)    1016.02  (feet)  COMP
 QO1173  MODELED GRAV-     980,523.8   (mgal)                       NAVD 88
 QO1173
 QO1173  VERT ORDER  -  SECOND    CLASS I
 QO1173
 QO1173.The horizontal coordinates were scaled from a topographic map and have
 QO1173.an estimated accuracy of +/- 6 seconds.
 QO1173
 QO1173.The orthometric height was determined by differential leveling
 QO1173.and adjusted by the National Geodetic Survey in June 1991..
 QO1173
 QO1173.The geoid height was determined by GEOID03.
 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     -   330,640.      823,860.      MT  (+/- 180 meters Scaled)
 QO1173
 QO1173                          SUPERSEDED SURVEY CONTROL
 QO1173
 QO1173.No superseded survey control is available for this station.
 QO1173
 QO1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK451915(NAD 83)
 QO1173_MARKER: DD = SURVEY DISK
 QO1173_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1173+WITH SETTING: INTO GROUND
 QO1173_SP_SET: METAL ROD WITH BASE PLATE
 QO1173_STAMPING: 2722 E 1977
 QO1173_PROJECTION: FLUSH
 QO1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1173+STABILITY: SURFACE MOTION
 QO1173_ROD/PIPE-DEPTH: 2.44 meters
 QO1173
 QO1173  HISTORY     - Date     Condition        Report By
 QO1173  HISTORY     - 1977     MONUMENTED       MNDT
 QO1173  HISTORY     - 1978     GOOD             MNDT
 QO1173  HISTORY     - 1986     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1174 ***********************************************************************
 QO1174  DESIGNATION -  2722 F
 QO1174  PID         -  QO1174
 QO1174  STATE/COUNTY-  MN/HENNEPIN
 QO1174  USGS QUAD   -  ROCKFORD (1993)
 QO1174
 QO1174                         *CURRENT SURVEY CONTROL
 QO1174  ___________________________________________________________________
 QO1174* NAD 83(1986)-  45 04 20.     (N)    093 41 30.     (W)     SCALED    
 QO1174* NAVD 88     -       303.363  (meters)     995.28   (feet)  ADJUSTED  
 QO1174  ___________________________________________________________________
 QO1174  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 QO1174  DYNAMIC HT  -         303.337 (meters)     995.20  (feet)  COMP
 QO1174  MODELED GRAV-     980,524.1   (mgal)                       NAVD 88
 QO1174
 QO1174  VERT ORDER  -  SECOND    CLASS I
 QO1174
 QO1174.The horizontal coordinates were scaled from a topographic map and have
 QO1174.an estimated accuracy of +/- 6 seconds.
 QO1174
 QO1174.The orthometric height was determined by differential leveling
 QO1174.and adjusted by the National Geodetic Survey in June 1991..
 QO1174
 QO1174.The geoid height was determined by GEOID03.
 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     -   330,300.      824,280.      MT  (+/- 180 meters Scaled)
 QO1174
 QO1174                          SUPERSEDED SURVEY CONTROL
 QO1174
 QO1174.No superseded survey control is available for this station.
 QO1174
 QO1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK455912(NAD 83)
 QO1174_MARKER: DD = SURVEY DISK
 QO1174_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1174+WITH SETTING: INTO GROUND
 QO1174_SP_SET: METAL ROD WITH BASE PLATE
 QO1174_STAMPING: 2722 F 1977
 QO1174_PROJECTION: FLUSH
 QO1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1174+STABILITY: SURFACE MOTION
 QO1174_ROD/PIPE-DEPTH: 2.44 meters
 QO1174
 QO1174  HISTORY     - Date     Condition        Report By
 QO1174  HISTORY     - 1977     MONUMENTED       MNDT
 QO1174  HISTORY     - 1978     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1175 ***********************************************************************
 QO1175  DESIGNATION -  2722 G
 QO1175  PID         -  QO1175
 QO1175  STATE/COUNTY-  MN/HENNEPIN
 QO1175  USGS QUAD   -  ROCKFORD (1993)
 QO1175
 QO1175                         *CURRENT SURVEY CONTROL
 QO1175  ___________________________________________________________________
 QO1175* NAD 83(1996)-  45 04 15.20133(N)    093 40 40.27984(W)     ADJUSTED  
 QO1175* NAVD 88     -       304.904  (meters)    1000.34   (feet)  ADJUSTED  
 QO1175  ___________________________________________________________________
 QO1175  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 QO1175  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 QO1175  DYNAMIC HT  -         304.878 (meters)    1000.25  (feet)  COMP
 QO1175  MODELED GRAV-     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.No horizontal observational check was made to the station.
 QO1175
 QO1175.The orthometric height was determined by differential leveling
 QO1175.and adjusted by the National Geodetic Survey in June 1991..
 QO1175
 QO1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1175
 QO1175.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1175;SPC MN S     -   330,154.589   825,367.942   MT  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     -   0.99995652  x   0.99997141  =   0.99992794
 QO1175!UTM  15      -   0.99995652  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: 15TVK4664191049(NAD 83)
 QO1175_MARKER: DD = SURVEY DISK
 QO1175_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1175+WITH SETTING: INTO GROUND
 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: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1175+STABILITY: SURFACE MOTION
 QO1175_ROD/PIPE-DEPTH: 2.44 meters
 QO1175
 QO1175  HISTORY     - Date     Condition        Report By
 QO1175  HISTORY     - 1977     MONUMENTED       MNDT
 QO1175  HISTORY     - 1978     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1176 ***********************************************************************
 QO1176  DESIGNATION -  2722 H
 QO1176  PID         -  QO1176
 QO1176  STATE/COUNTY-  MN/HENNEPIN
 QO1176  USGS QUAD   -  ROCKFORD (1993)
 QO1176
 QO1176                         *CURRENT SURVEY CONTROL
 QO1176  ___________________________________________________________________
 QO1176* NAD 83(1986)-  45 04 13.     (N)    093 40 17.     (W)     SCALED    
 QO1176* NAVD 88     -       315.202  (meters)    1034.13   (feet)  ADJUSTED  
 QO1176  ___________________________________________________________________
 QO1176  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 QO1176  DYNAMIC HT  -         315.175 (meters)    1034.04  (feet)  COMP
 QO1176  MODELED GRAV-     980,523.6   (mgal)                       NAVD 88
 QO1176
 QO1176  VERT ORDER  -  SECOND    CLASS I
 QO1176
 QO1176.The horizontal coordinates were scaled from a topographic map and have
 QO1176.an estimated accuracy of +/- 6 seconds.
 QO1176
 QO1176.The orthometric height was determined by differential leveling
 QO1176.and adjusted by the National Geodetic Survey in June 1991..
 QO1176
 QO1176.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QO1176;SPC MN S     -   330,090.      825,880.      MT  (+/- 180 meters Scaled)
 QO1176
 QO1176                          SUPERSEDED SURVEY CONTROL
 QO1176
 QO1176.No superseded survey control is available for this station.
 QO1176
 QO1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK471909(NAD 83)
 QO1176_MARKER: DD = SURVEY DISK
 QO1176_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1176+WITH SETTING: INTO GROUND
 QO1176_SP_SET: METAL ROD WITH BASE PLATE
 QO1176_STAMPING: 2722 H 1977
 QO1176_PROJECTION: RECESSED 5 CENTIMETERS
 QO1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1176+STABILITY: SURFACE MOTION
 QO1176_ROD/PIPE-DEPTH: 2.44 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1177 ***********************************************************************
 QO1177  DESIGNATION -  2722 J
 QO1177  PID         -  QO1177
 QO1177  STATE/COUNTY-  MN/HENNEPIN
 QO1177  USGS QUAD   -  ROCKFORD (1993)
 QO1177
 QO1177                         *CURRENT SURVEY CONTROL
 QO1177  ___________________________________________________________________
 QO1177* NAD 83(1986)-  45 04 13.     (N)    093 39 39.     (W)     SCALED    
 QO1177* NAVD 88     -       306.927  (meters)    1006.98   (feet)  ADJUSTED  
 QO1177  ___________________________________________________________________
 QO1177  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 QO1177  DYNAMIC HT  -         306.901 (meters)    1006.89  (feet)  COMP
 QO1177  MODELED GRAV-     980,523.1   (mgal)                       NAVD 88
 QO1177
 QO1177  VERT ORDER  -  SECOND    CLASS I
 QO1177
 QO1177.The horizontal coordinates were scaled from a topographic map and have
 QO1177.an estimated accuracy of +/- 6 seconds.
 QO1177
 QO1177.The orthometric height was determined by differential leveling
 QO1177.and adjusted by the National Geodetic Survey in June 1991..
 QO1177
 QO1177.The geoid height was determined by GEOID03.
 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     -   330,090.      826,710.      MT  (+/- 180 meters Scaled)
 QO1177
 QO1177                          SUPERSEDED SURVEY CONTROL
 QO1177
 QO1177.No superseded survey control is available for this station.
 QO1177
 QO1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK479909(NAD 83)
 QO1177_MARKER: DD = SURVEY DISK
 QO1177_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1177+WITH SETTING: INTO GROUND
 QO1177_SP_SET: METAL ROD WITH BASE PLATE
 QO1177_STAMPING: 2722 J 1977
 QO1177_PROJECTION: RECESSED 3 CENTIMETERS
 QO1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1177+STABILITY: SURFACE MOTION
 QO1177_ROD/PIPE-DEPTH: 2.44 meters
 QO1177
 QO1177  HISTORY     - Date     Condition        Report By
 QO1177  HISTORY     - 1977     MONUMENTED       MNDT
 QO1177  HISTORY     - 1978     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1178 ***********************************************************************
 QO1178  DESIGNATION -  2722 K
 QO1178  PID         -  QO1178
 QO1178  STATE/COUNTY-  MN/HENNEPIN
 QO1178  USGS QUAD   -  ROCKFORD (1993)
 QO1178
 QO1178                         *CURRENT SURVEY CONTROL
 QO1178  ___________________________________________________________________
 QO1178* NAD 83(1986)-  45 04 05.     (N)    093 39 08.     (W)     SCALED    
 QO1178* NAVD 88     -       315.246  (meters)    1034.27   (feet)  ADJUSTED  
 QO1178  ___________________________________________________________________
 QO1178  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 QO1178  DYNAMIC HT  -         315.219 (meters)    1034.18  (feet)  COMP
 QO1178  MODELED GRAV-     980,523.5   (mgal)                       NAVD 88
 QO1178
 QO1178  VERT ORDER  -  SECOND    CLASS I
 QO1178
 QO1178.The horizontal coordinates were scaled from a topographic map and have
 QO1178.an estimated accuracy of +/- 6 seconds.
 QO1178
 QO1178.The orthometric height was determined by differential leveling
 QO1178.and adjusted by the National Geodetic Survey in June 1991..
 QO1178
 QO1178.The geoid height was determined by GEOID03.
 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     -   329,850.      827,390.      MT  (+/- 180 meters Scaled)
 QO1178
 QO1178                          SUPERSEDED SURVEY CONTROL
 QO1178
 QO1178.No superseded survey control is available for this station.
 QO1178
 QO1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK486907(NAD 83)
 QO1178_MARKER: DD = SURVEY DISK
 QO1178_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1178+WITH SETTING: INTO GROUND
 QO1178_SP_SET: METAL ROD WITH BASE PLATE
 QO1178_STAMPING: 2722 K 1977
 QO1178_PROJECTION: RECESSED 5 CENTIMETERS
 QO1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1178+STABILITY: SURFACE MOTION
 QO1178_ROD/PIPE-DEPTH: 2.44 meters
 QO1178
 QO1178  HISTORY     - Date     Condition        Report By
 QO1178  HISTORY     - 1977     MONUMENTED       MNDT
 QO1178  HISTORY     - 1978     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1179 ***********************************************************************
 QO1179  DESIGNATION -  2722 L
 QO1179  PID         -  QO1179
 QO1179  STATE/COUNTY-  MN/HENNEPIN
 QO1179  USGS QUAD   -  ROCKFORD (1993)
 QO1179
 QO1179                         *CURRENT SURVEY CONTROL
 QO1179  ___________________________________________________________________
 QO1179* NAD 83(1986)-  45 03 56.     (N)    093 38 40.     (W)     SCALED    
 QO1179* NAVD 88     -       324.249  (meters)    1063.81   (feet)  ADJUSTED  
 QO1179  ___________________________________________________________________
 QO1179  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 QO1179  DYNAMIC HT  -         324.222 (meters)    1063.72  (feet)  COMP
 QO1179  MODELED GRAV-     980,524.5   (mgal)                       NAVD 88
 QO1179
 QO1179  VERT ORDER  -  SECOND    CLASS I
 QO1179
 QO1179.The horizontal coordinates were scaled from a topographic map and have
 QO1179.an estimated accuracy of +/- 6 seconds.
 QO1179
 QO1179.The orthometric height was determined by differential leveling
 QO1179.and adjusted by the National Geodetic Survey in June 1991..
 QO1179
 QO1179.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QO1179;SPC MN S     -   329,570.      828,000.      MT  (+/- 180 meters Scaled)
 QO1179
 QO1179                          SUPERSEDED SURVEY CONTROL
 QO1179
 QO1179.No superseded survey control is available for this station.
 QO1179
 QO1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK492904(NAD 83)
 QO1179_MARKER: DD = SURVEY DISK
 QO1179_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1179+WITH SETTING: INTO GROUND
 QO1179_SP_SET: METAL ROD WITH BASE PLATE
 QO1179_STAMPING: 2722 L 1977
 QO1179_PROJECTION: RECESSED 3 CENTIMETERS
 QO1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1179+STABILITY: SURFACE MOTION
 QO1179_ROD/PIPE-DEPTH: 2.44 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1180 ***********************************************************************
 QO1180  DESIGNATION -  2722 M
 QO1180  PID         -  QO1180
 QO1180  STATE/COUNTY-  MN/HENNEPIN
 QO1180  USGS QUAD   -  ROCKFORD (1993)
 QO1180
 QO1180                         *CURRENT SURVEY CONTROL
 QO1180  ___________________________________________________________________
 QO1180* NAD 83(1986)-  45 03 56.     (N)    093 38 01.     (W)     SCALED    
 QO1180* NAVD 88     -       321.707  (meters)    1055.47   (feet)  ADJUSTED  
 QO1180  ___________________________________________________________________
 QO1180  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 QO1180  DYNAMIC HT  -         321.681 (meters)    1055.38  (feet)  COMP
 QO1180  MODELED GRAV-     980,525.9   (mgal)                       NAVD 88
 QO1180
 QO1180  VERT ORDER  -  SECOND    CLASS I
 QO1180
 QO1180.The horizontal coordinates were scaled from a topographic map and have
 QO1180.an estimated accuracy of +/- 6 seconds.
 QO1180
 QO1180.The orthometric height was determined by differential leveling
 QO1180.and adjusted by the National Geodetic Survey in June 1991..
 QO1180
 QO1180.The geoid height was determined by GEOID03.
 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     -   329,580.      828,860.      MT  (+/- 180 meters Scaled)
 QO1180
 QO1180                          SUPERSEDED SURVEY CONTROL
 QO1180
 QO1180.No superseded survey control is available for this station.
 QO1180
 QO1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK501904(NAD 83)
 QO1180_MARKER: DD = SURVEY DISK
 QO1180_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1180+WITH SETTING: INTO GROUND
 QO1180_SP_SET: METAL ROD WITH BASE PLATE
 QO1180_STAMPING: 2722 M 1977
 QO1180_PROJECTION: FLUSH
 QO1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1180+STABILITY: SURFACE MOTION
 QO1180_ROD/PIPE-DEPTH: 2.44 meters
 QO1180
 QO1180  HISTORY     - Date     Condition        Report By
 QO1180  HISTORY     - 1977     MONUMENTED       MNDT
 QO1180  HISTORY     - 1978     GOOD             MNDT
 QO1180  HISTORY     - 19910831 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1181 ***********************************************************************
 QO1181  DESIGNATION -  2722 N
 QO1181  PID         -  QO1181
 QO1181  STATE/COUNTY-  MN/HENNEPIN
 QO1181  USGS QUAD   -  HAMEL (1993)
 QO1181
 QO1181                         *CURRENT SURVEY CONTROL
 QO1181  ___________________________________________________________________
 QO1181* NAD 83(1986)-  45 03 59.     (N)    093 37 21.     (W)     SCALED    
 QO1181* NAVD 88     -       321.480  (meters)    1054.72   (feet)  ADJUSTED  
 QO1181  ___________________________________________________________________
 QO1181  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 QO1181  DYNAMIC HT  -         321.454 (meters)    1054.64  (feet)  COMP
 QO1181  MODELED GRAV-     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
 QO1181.and adjusted by the National Geodetic Survey in June 1991..
 QO1181
 QO1181.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO1181_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1181+WITH SETTING: INTO GROUND
 QO1181_SP_SET: METAL ROD WITH BASE PLATE
 QO1181_STAMPING: 2722 N 1977
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1182 ***********************************************************************
 QO1182  DESIGNATION -  2722 P
 QO1182  PID         -  QO1182
 QO1182  STATE/COUNTY-  MN/HENNEPIN
 QO1182  USGS QUAD   -  HAMEL (1993)
 QO1182
 QO1182                         *CURRENT SURVEY CONTROL
 QO1182  ___________________________________________________________________
 QO1182* NAD 83(1986)-  45 03 58.     (N)    093 36 33.     (W)     SCALED    
 QO1182* NAVD 88     -       314.162  (meters)    1030.71   (feet)  ADJUSTED  
 QO1182  ___________________________________________________________________
 QO1182  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 QO1182  DYNAMIC HT  -         314.138 (meters)    1030.63  (feet)  COMP
 QO1182  MODELED GRAV-     980,532.7   (mgal)                       NAVD 88
 QO1182
 QO1182  VERT ORDER  -  SECOND    CLASS I
 QO1182
 QO1182.The horizontal coordinates were scaled from a topographic map and have
 QO1182.an estimated accuracy of +/- 6 seconds.
 QO1182
 QO1182.The orthometric height was determined by differential leveling
 QO1182.and adjusted by the National Geodetic Survey in June 1991..
 QO1182
 QO1182.The geoid height was determined by GEOID03.
 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     -   329,650.      830,780.      MT  (+/- 180 meters Scaled)
 QO1182
 QO1182                          SUPERSEDED SURVEY CONTROL
 QO1182
 QO1182.No superseded survey control is available for this station.
 QO1182
 QO1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK520904(NAD 83)
 QO1182_MARKER: DD = SURVEY DISK
 QO1182_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1182+WITH SETTING: INTO GROUND
 QO1182_SP_SET: METAL ROD WITH BASE PLATE
 QO1182_STAMPING: 2722 P 1977
 QO1182_PROJECTION: FLUSH
 QO1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1182+STABILITY: SURFACE MOTION
 QO1182_ROD/PIPE-DEPTH: 2.44 meters
 QO1182
 QO1182  HISTORY     - Date     Condition        Report By
 QO1182  HISTORY     - 1977     MONUMENTED       MNDT
 QO1182  HISTORY     - 1978     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1183 ***********************************************************************
 QO1183  DESIGNATION -  2722 Q
 QO1183  PID         -  QO1183
 QO1183  STATE/COUNTY-  MN/HENNEPIN
 QO1183  USGS QUAD   -  HAMEL (1993)
 QO1183
 QO1183                         *CURRENT SURVEY CONTROL
 QO1183  ___________________________________________________________________
 QO1183* NAD 83(1996)-  45 03 48.80607(N)    093 36 09.91746(W)     ADJUSTED  
 QO1183* NAVD 88     -       296.641  (meters)     973.23   (feet)  ADJUSTED  
 QO1183  ___________________________________________________________________
 QO1183  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 QO1183  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 QO1183  DYNAMIC HT  -         296.620 (meters)     973.16  (feet)  COMP
 QO1183  MODELED GRAV-     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.No horizontal observational check was made to the station.
 QO1183
 QO1183.The orthometric height was determined by differential leveling
 QO1183.and adjusted by the National Geodetic Survey in June 1991..
 QO1183
 QO1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1183
 QO1183.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1183;SPC MN S     -   329,365.816   831,285.819   MT  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     -   0.99995780  x   0.99997015  =   0.99992796
 QO1183!UTM  15      -   0.99995780  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: 15TVK5254690188(NAD 83)
 QO1183_MARKER: DD = SURVEY DISK
 QO1183_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1183+WITH SETTING: INTO GROUND
 QO1183_SP_SET: METAL ROD WITH BASE PLATE
 QO1183_STAMPING: 2722 Q 1977
 QO1183_PROJECTION: FLUSH
 QO1183_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1183+STABILITY: SURFACE MOTION
 QO1183_ROD/PIPE-DEPTH: 2.44 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1184 ***********************************************************************
 QO1184  DESIGNATION -  2722 R
 QO1184  PID         -  QO1184
 QO1184  STATE/COUNTY-  MN/HENNEPIN
 QO1184  USGS QUAD   -  HAMEL (1993)
 QO1184
 QO1184                         *CURRENT SURVEY CONTROL
 QO1184  ___________________________________________________________________
 QO1184* NAD 83(1986)-  45 03 35.     (N)    093 35 38.     (W)     SCALED    
 QO1184* NAVD 88     -       303.298  (meters)     995.07   (feet)  ADJUSTED  
 QO1184  ___________________________________________________________________
 QO1184  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 QO1184  DYNAMIC HT  -         303.277 (meters)     995.00  (feet)  COMP
 QO1184  MODELED GRAV-     980,540.0   (mgal)                       NAVD 88
 QO1184
 QO1184  VERT ORDER  -  SECOND    CLASS I
 QO1184
 QO1184.The horizontal coordinates were scaled from a topographic map and have
 QO1184.an estimated accuracy of +/- 6 seconds.
 QO1184
 QO1184.The orthometric height was determined by differential leveling
 QO1184.and adjusted by the National Geodetic Survey in June 1991..
 QO1184
 QO1184.The geoid height was determined by GEOID03.
 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     -   328,940.      831,990.      MT  (+/- 180 meters Scaled)
 QO1184
 QO1184                          SUPERSEDED SURVEY CONTROL
 QO1184
 QO1184.No superseded survey control is available for this station.
 QO1184
 QO1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK532897(NAD 83)
 QO1184_MARKER: DD = SURVEY DISK
 QO1184_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1184+WITH SETTING: INTO GROUND
 QO1184_SP_SET: METAL ROD WITH BASE PLATE
 QO1184_STAMPING: 2722 R 1977
 QO1184_PROJECTION: RECESSED 5 CENTIMETERS
 QO1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1184+STABILITY: SURFACE MOTION
 QO1184_ROD/PIPE-DEPTH: 2.44 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1185 ***********************************************************************
 QO1185  DESIGNATION -  2722 S
 QO1185  PID         -  QO1185
 QO1185  STATE/COUNTY-  MN/HENNEPIN
 QO1185  USGS QUAD   -  HAMEL (1993)
 QO1185
 QO1185                         *CURRENT SURVEY CONTROL
 QO1185  ___________________________________________________________________
 QO1185* NAD 83(1996)-  45 03 24.30038(N)    093 34 59.87954(W)     ADJUSTED  
 QO1185* NAVD 88     -       301.760  (meters)     990.02   (feet)  ADJUSTED  
 QO1185  ___________________________________________________________________
 QO1185  LAPLACE CORR-           4.03  (seconds)                    DEFLEC99
 QO1185  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 QO1185  DYNAMIC HT  -         301.741 (meters)     989.96  (feet)  COMP
 QO1185  MODELED GRAV-     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.No horizontal observational check was made to the station.
 QO1185
 QO1185.The orthometric height was determined by differential leveling
 QO1185.and adjusted by the National Geodetic Survey in June 1991..
 QO1185
 QO1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1185
 QO1185.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1185;SPC MN S     -   328,616.980   832,821.877   MT  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     -   0.99995699  x   0.99996899  =   0.99992598
 QO1185!UTM  15      -   0.99995699  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_MARKER: DD = SURVEY DISK
 QO1185_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1185+WITH SETTING: INTO GROUND
 QO1185_SP_SET: METAL ROD WITH BASE PLATE
 QO1185_STAMPING: 2722 S 1977
 QO1185_PROJECTION: RECESSED 3 CENTIMETERS
 QO1185_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1185+STABILITY: SURFACE MOTION
 QO1185_ROD/PIPE-DEPTH: 2.44 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1186 ***********************************************************************
 QO1186  DESIGNATION -  2722 T
 QO1186  PID         -  QO1186
 QO1186  STATE/COUNTY-  MN/HENNEPIN
 QO1186  USGS QUAD   -  HAMEL (1993)
 QO1186
 QO1186                         *CURRENT SURVEY CONTROL
 QO1186  ___________________________________________________________________
 QO1186* NAD 83(1986)-  45 03 17.     (N)    093 34 19.     (W)     SCALED    
 QO1186* NAVD 88     -       302.316  (meters)     991.85   (feet)  ADJUSTED  
 QO1186  ___________________________________________________________________
 QO1186  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 QO1186  DYNAMIC HT  -         302.298 (meters)     991.79  (feet)  COMP
 QO1186  MODELED GRAV-     980,547.9   (mgal)                       NAVD 88
 QO1186
 QO1186  VERT ORDER  -  SECOND    CLASS I
 QO1186
 QO1186.The horizontal coordinates were scaled from a topographic map and have
 QO1186.an estimated accuracy of +/- 6 seconds.
 QO1186
 QO1186.The orthometric height was determined by differential leveling
 QO1186.and adjusted by the National Geodetic Survey in June 1991..
 QO1186
 QO1186.The geoid height was determined by GEOID03.
 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     -   328,400.      833,720.      MT  (+/- 180 meters Scaled)
 QO1186
 QO1186                          SUPERSEDED SURVEY CONTROL
 QO1186
 QO1186.No superseded survey control is available for this station.
 QO1186
 QO1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK549891(NAD 83)
 QO1186_MARKER: DD = SURVEY DISK
 QO1186_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1186+WITH SETTING: INTO GROUND
 QO1186_SP_SET: METAL ROD WITH BASE PLATE
 QO1186_STAMPING: 2722 T 1977
 QO1186_PROJECTION: FLUSH
 QO1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1186+STABILITY: SURFACE MOTION
 QO1186_ROD/PIPE-DEPTH: 2.44 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1187 ***********************************************************************
 QO1187  DESIGNATION -  2722 U
 QO1187  PID         -  QO1187
 QO1187  STATE/COUNTY-  MN/HENNEPIN
 QO1187  USGS QUAD   -  HAMEL (1993)
 QO1187
 QO1187                         *CURRENT SURVEY CONTROL
 QO1187  ___________________________________________________________________
 QO1187* NAD 83(1986)-  45 03 08.     (N)    093 33 55.     (W)     SCALED    
 QO1187* NAVD 88     -       302.539  (meters)     992.58   (feet)  ADJUSTED  
 QO1187  ___________________________________________________________________
 QO1187  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 QO1187  DYNAMIC HT  -         302.521 (meters)     992.52  (feet)  COMP
 QO1187  MODELED GRAV-     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
 QO1187.and adjusted by the National Geodetic Survey in June 1991..
 QO1187
 QO1187.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO1187_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1187+WITH SETTING: INTO GROUND
 QO1187_SP_SET: METAL ROD WITH BASE PLATE
 QO1187_STAMPING: 2722 U 1977
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1188 ***********************************************************************
 QO1188  DESIGNATION -  2722 V
 QO1188  PID         -  QO1188
 QO1188  STATE/COUNTY-  MN/HENNEPIN
 QO1188  USGS QUAD   -  HAMEL (1993)
 QO1188
 QO1188                         *CURRENT SURVEY CONTROL
 QO1188  ___________________________________________________________________
 QO1188* NAD 83(1986)-  45 02 59.     (N)    093 33 25.     (W)     SCALED    
 QO1188* NAVD 88     -       303.535  (meters)     995.85   (feet)  ADJUSTED  
 QO1188  ___________________________________________________________________
 QO1188  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 QO1188  DYNAMIC HT  -         303.519 (meters)     995.80  (feet)  COMP
 QO1188  MODELED GRAV-     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
 QO1188.and adjusted by the National Geodetic Survey in June 1991..
 QO1188
 QO1188.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO1188_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1188+WITH SETTING: INTO GROUND
 QO1188_SP_SET: METAL ROD WITH BASE PLATE
 QO1188_STAMPING: 2722 V 1977
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1190 ***********************************************************************
 QO1190  DESIGNATION -  2722 X
 QO1190  PID         -  QO1190
 QO1190  STATE/COUNTY-  MN/HENNEPIN
 QO1190  USGS QUAD   -  HAMEL (1993)
 QO1190
 QO1190                         *CURRENT SURVEY CONTROL
 QO1190  ___________________________________________________________________
 QO1190* NAD 83(1986)-  45 02 44.     (N)    093 32 26.     (W)     SCALED    
 QO1190* NAVD 88     -       303.414  (meters)     995.45   (feet)  ADJUSTED  
 QO1190  ___________________________________________________________________
 QO1190  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 QO1190  DYNAMIC HT  -         303.400 (meters)     995.40  (feet)  COMP
 QO1190  MODELED GRAV-     980,562.5   (mgal)                       NAVD 88
 QO1190
 QO1190  VERT ORDER  -  SECOND    CLASS I
 QO1190
 QO1190.The horizontal coordinates were scaled from a topographic map and have
 QO1190.an estimated accuracy of +/- 6 seconds.
 QO1190
 QO1190.The orthometric height was determined by differential leveling
 QO1190.and adjusted by the National Geodetic Survey in June 1991..
 QO1190
 QO1190.The geoid height was determined by GEOID03.
 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     -   327,390.      836,200.      MT  (+/- 180 meters Scaled)
 QO1190
 QO1190                          SUPERSEDED SURVEY CONTROL
 QO1190
 QO1190.No superseded survey control is available for this station.
 QO1190
 QO1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK574881(NAD 83)
 QO1190_MARKER: DD = SURVEY DISK
 QO1190_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1190+WITH SETTING: INTO GROUND
 QO1190_SP_SET: METAL ROD WITH BASE PLATE
 QO1190_STAMPING: 2722 X 1977
 QO1190_PROJECTION: RECESSED 3 CENTIMETERS
 QO1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1190+STABILITY: SURFACE MOTION
 QO1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1190+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 QO1190_ROD/PIPE-DEPTH: 2.44 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1191 ***********************************************************************
 QO1191  DESIGNATION -  2722 Y
 QO1191  PID         -  QO1191
 QO1191  STATE/COUNTY-  MN/HENNEPIN
 QO1191  USGS QUAD   -  HAMEL (1993)
 QO1191
 QO1191                         *CURRENT SURVEY CONTROL
 QO1191  ___________________________________________________________________
 QO1191* NAD 83(1986)-  45 02 40.     (N)    093 31 38.     (W)     SCALED    
 QO1191* NAVD 88     -       298.611  (meters)     979.69   (feet)  ADJUSTED  
 QO1191  ___________________________________________________________________
 QO1191  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 QO1191  DYNAMIC HT  -         298.599 (meters)     979.65  (feet)  COMP
 QO1191  MODELED GRAV-     980,568.2   (mgal)                       NAVD 88
 QO1191
 QO1191  VERT ORDER  -  SECOND    CLASS I
 QO1191
 QO1191.The horizontal coordinates were scaled from a topographic map and have
 QO1191.an estimated accuracy of +/- 6 seconds.
 QO1191
 QO1191.The orthometric height was determined by differential leveling
 QO1191.and adjusted by the National Geodetic Survey in June 1991..
 QO1191
 QO1191.The geoid height was determined by GEOID03.
 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     -   327,270.      837,250.      MT  (+/- 180 meters Scaled)
 QO1191
 QO1191                          SUPERSEDED SURVEY CONTROL
 QO1191
 QO1191.No superseded survey control is available for this station.
 QO1191
 QO1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK584880(NAD 83)
 QO1191_MARKER: DD = SURVEY DISK
 QO1191_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1191+WITH SETTING: INTO GROUND
 QO1191_SP_SET: METAL ROD WITH BASE PLATE
 QO1191_STAMPING: 2722 Y 1977
 QO1191_PROJECTION: RECESSED 5 CENTIMETERS
 QO1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1191+STABILITY: SURFACE MOTION
 QO1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1191+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 QO1191_ROD/PIPE-DEPTH: 2.44 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1192 ***********************************************************************
 QO1192  DESIGNATION -  2722 Z
 QO1192  PID         -  QO1192
 QO1192  STATE/COUNTY-  MN/HENNEPIN
 QO1192  USGS QUAD   -  HAMEL (1993)
 QO1192
 QO1192                         *CURRENT SURVEY CONTROL
 QO1192  ___________________________________________________________________
 QO1192* NAD 83(1986)-  45 02 28.     (N)    093 31 17.     (W)     SCALED    
 QO1192* NAVD 88     -       302.455  (meters)     992.30   (feet)  ADJUSTED  
 QO1192  ___________________________________________________________________
 QO1192  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 QO1192  DYNAMIC HT  -         302.444 (meters)     992.27  (feet)  COMP
 QO1192  MODELED GRAV-     980,571.7   (mgal)                       NAVD 88
 QO1192
 QO1192  VERT ORDER  -  SECOND    CLASS I
 QO1192
 QO1192.The horizontal coordinates were scaled from a topographic map and have
 QO1192.an estimated accuracy of +/- 6 seconds.
 QO1192
 QO1192.The orthometric height was determined by differential leveling
 QO1192.and adjusted by the National Geodetic Survey in June 1991..
 QO1192
 QO1192.The geoid height was determined by GEOID03.
 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     -   326,910.      837,710.      MT  (+/- 180 meters Scaled)
 QO1192
 QO1192                          SUPERSEDED SURVEY CONTROL
 QO1192
 QO1192.No superseded survey control is available for this station.
 QO1192
 QO1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK589876(NAD 83)
 QO1192_MARKER: DD = SURVEY DISK
 QO1192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO1192_SP_SET: BRIDGE
 QO1192_STAMPING: 2722 Z 1977
 QO1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1192+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2036 ***********************************************************************
 PP2036  DESIGNATION -  2723 AA
 PP2036  PID         -  PP2036
 PP2036  STATE/COUNTY-  MN/HENNEPIN
 PP2036  USGS QUAD   -  HOPKINS (1993)
 PP2036
 PP2036                         *CURRENT SURVEY CONTROL
 PP2036  ___________________________________________________________________
 PP2036* NAD 83(1986)-  44 59 17.     (N)    093 25 15.     (W)     SCALED    
 PP2036* NAVD 88     -       273.452  (meters)     897.15   (feet)  ADJUSTED  
 PP2036  ___________________________________________________________________
 PP2036  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 PP2036  DYNAMIC HT  -         273.449 (meters)     897.14  (feet)  COMP
 PP2036  MODELED GRAV-     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
 PP2036.and adjusted by the National Geodetic Survey in June 1991..
 PP2036
 PP2036.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP2036_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP2036+WITH SETTING: INTO GROUND
 PP2036_SP_SET: METAL ROD WITH BASE PLATE
 PP2036_STAMPING: 2723 AA 1978
 PP2036_PROJECTION: FLUSH
 PP2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2036+STABILITY: SURFACE MOTION
 PP2036_ROD/PIPE-DEPTH: 2.44 meters
 PP2036
 PP2036  HISTORY     - Date     Condition        Report By
 PP2036  HISTORY     - 1978     MONUMENTED       MNDT
 PP2036  HISTORY     - 1979     GOOD             MNDT
 PP2036  HISTORY     - 20010331 POOR             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2044 ***********************************************************************
 PP2044  DESIGNATION -  2723 AB
 PP2044  PID         -  PP2044
 PP2044  STATE/COUNTY-  MN/HENNEPIN
 PP2044  USGS QUAD   -  HOPKINS (1993)
 PP2044
 PP2044                         *CURRENT SURVEY CONTROL
 PP2044  ___________________________________________________________________
 PP2044* NAD 83(1986)-  44 59 03.     (N)    093 22 52.     (W)     SCALED    
 PP2044* NAVD 88     -       274.363  (meters)     900.14   (feet)  ADJUSTED  
 PP2044  ___________________________________________________________________
 PP2044  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 PP2044  DYNAMIC HT  -         274.358 (meters)     900.12  (feet)  COMP
 PP2044  MODELED GRAV-     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
 PP2044.and adjusted by the National Geodetic Survey in June 1991..
 PP2044
 PP2044.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP2044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP2044_SP_SET: BANK SIGN BASE
 PP2044_STAMPING: 2723 AB 1978
 PP2044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2045 ***********************************************************************
 PP2045  DESIGNATION -  2723 AC
 PP2045  PID         -  PP2045
 PP2045  STATE/COUNTY-  MN/HENNEPIN
 PP2045  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP2045
 PP2045                         *CURRENT SURVEY CONTROL
 PP2045  ___________________________________________________________________
 PP2045* NAD 83(1986)-  44 59 02.     (N)    093 22 00.     (W)     SCALED    
 PP2045* NAVD 88     -       280.029  (meters)     918.73   (feet)  ADJUSTED  
 PP2045  ___________________________________________________________________
 PP2045  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 PP2045  DYNAMIC HT  -         280.024 (meters)     918.71  (feet)  COMP
 PP2045  MODELED GRAV-     980,591.8   (mgal)                       NAVD 88
 PP2045
 PP2045  VERT ORDER  -  SECOND    CLASS I
 PP2045
 PP2045.The horizontal coordinates were scaled from a topographic map and have
 PP2045.an estimated accuracy of +/- 6 seconds.
 PP2045
 PP2045.The orthometric height was determined by differential leveling
 PP2045.and adjusted by the National Geodetic Survey in June 1991..
 PP2045
 PP2045.The geoid height was determined by GEOID03.
 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     -   320,630.      849,950.      MT  (+/- 180 meters Scaled)
 PP2045
 PP2045                          SUPERSEDED SURVEY CONTROL
 PP2045
 PP2045.No superseded survey control is available for this station.
 PP2045
 PP2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK710812(NAD 83)
 PP2045_MARKER: DD = SURVEY DISK
 PP2045_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP2045+WITH SETTING: INTO GROUND
 PP2045_SP_SET: METAL ROD WITH BASE PLATE
 PP2045_STAMPING: 2723 AC 1978
 PP2045_PROJECTION: FLUSH
 PP2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2045+STABILITY: SURFACE MOTION
 PP2045_ROD/PIPE-DEPTH: 2.44 meters
 PP2045
 PP2045  HISTORY     - Date     Condition        Report By
 PP2045  HISTORY     - 1978     MONUMENTED       MNDT
 PP2045  HISTORY     - 1979     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8258 ***********************************************************************
 DE8258  DESIGNATION -  2723 AE
 DE8258  PID         -  DE8258
 DE8258  STATE/COUNTY-  MN/HENNEPIN
 DE8258  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DE8258
 DE8258                         *CURRENT SURVEY CONTROL
 DE8258  ___________________________________________________________________
 DE8258* NAD 83(1986)-  44 59 05.     (N)    093 21 20.     (W)     SCALED    
 DE8258* NAVD 88     -       275.932  (meters)     905.29   (feet)  ADJUSTED  
 DE8258  ___________________________________________________________________
 DE8258  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DE8258  DYNAMIC HT  -         275.928 (meters)     905.27  (feet)  COMP
 DE8258  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 DE8258
 DE8258  VERT ORDER  -  SECOND    CLASS I
 DE8258
 DE8258.The horizontal coordinates were scaled from a topographic map and have
 DE8258.an estimated accuracy of +/- 6 seconds.
 DE8258
 DE8258.The orthometric height was determined by differential leveling
 DE8258.and adjusted by the National Geodetic Survey in August 2004..
 DE8258.No vertical observational check was made to the station.
 DE8258
 DE8258.The geoid height was determined by GEOID03.
 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     -   320,730.      850,820.      MT  (+/- 180 meters Scaled)
 DE8258
 DE8258                          SUPERSEDED SURVEY CONTROL
 DE8258
 DE8258.No superseded survey control is available for this station.
 DE8258
 DE8258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK719813(NAD 83)
 DE8258_MARKER: DD = SURVEY DISK
 DE8258_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE8258_SP_SET: BRIDGE RAILING
 DE8258_STAMPING: 2723 AE 1998
 DE8258_MARK LOGO: MNDT  
 DE8258_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8258+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1998
 DE8258
 DE8258  HISTORY     - Date     Condition        Report By
 DE8258  HISTORY     - 1997     MONUMENTED       MNDT
 DE8258  HISTORY     - 19980609 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8259 ***********************************************************************
 DE8259  DESIGNATION -  2723 AF
 DE8259  PID         -  DE8259
 DE8259  STATE/COUNTY-  MN/HENNEPIN
 DE8259  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DE8259
 DE8259                         *CURRENT SURVEY CONTROL
 DE8259  ___________________________________________________________________
 DE8259* NAD 83(1986)-  44 59 04.     (N)    093 21 19.     (W)     SCALED    
 DE8259* NAVD 88     -       275.757  (meters)     904.71   (feet)  ADJUSTED  
 DE8259  ___________________________________________________________________
 DE8259  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DE8259  DYNAMIC HT  -         275.753 (meters)     904.70  (feet)  COMP
 DE8259  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 DE8259
 DE8259  VERT ORDER  -  SECOND    CLASS I
 DE8259
 DE8259.The horizontal coordinates were scaled from a topographic map and have
 DE8259.an estimated accuracy of +/- 6 seconds.
 DE8259
 DE8259.The orthometric height was determined by differential leveling
 DE8259.and adjusted by the National Geodetic Survey in August 2004..
 DE8259.No vertical observational check was made to the station.
 DE8259
 DE8259.The geoid height was determined by GEOID03.
 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     -   320,700.      850,850.      MT  (+/- 180 meters Scaled)
 DE8259
 DE8259                          SUPERSEDED SURVEY CONTROL
 DE8259
 DE8259.No superseded survey control is available for this station.
 DE8259
 DE8259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK719812(NAD 83)
 DE8259_MARKER: DD = SURVEY DISK
 DE8259_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE8259_SP_SET: BRIDGE RAILING
 DE8259_STAMPING: 2723 AF 1998
 DE8259_MARK LOGO: MNDT  
 DE8259_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8259+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1998
 DE8259
 DE8259  HISTORY     - Date     Condition        Report By
 DE8259  HISTORY     - 1998     MONUMENTED       MNDT
 DE8259  HISTORY     - 19980609 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8260 ***********************************************************************
 DE8260  DESIGNATION -  2723 AG
 DE8260  PID         -  DE8260
 DE8260  STATE/COUNTY-  MN/HENNEPIN
 DE8260  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DE8260
 DE8260                         *CURRENT SURVEY CONTROL
 DE8260  ___________________________________________________________________
 DE8260* NAD 83(1986)-  44 59 03.     (N)    093 21 19.     (W)     SCALED    
 DE8260* NAVD 88     -       274.659  (meters)     901.11   (feet)  ADJUSTED  
 DE8260  ___________________________________________________________________
 DE8260  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DE8260  DYNAMIC HT  -         274.654 (meters)     901.09  (feet)  COMP
 DE8260  MODELED GRAV-     980,590.8   (mgal)                       NAVD 88
 DE8260
 DE8260  VERT ORDER  -  SECOND    CLASS I
 DE8260
 DE8260.The horizontal coordinates were scaled from a topographic map and have
 DE8260.an estimated accuracy of +/- 6 seconds.
 DE8260
 DE8260.The orthometric height was determined by differential leveling
 DE8260.and adjusted by the National Geodetic Survey in August 2004..
 DE8260.No vertical observational check was made to the station.
 DE8260
 DE8260.The geoid height was determined by GEOID03.
 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     -   320,670.      850,850.      MT  (+/- 180 meters Scaled)
 DE8260
 DE8260                          SUPERSEDED SURVEY CONTROL
 DE8260
 DE8260.No superseded survey control is available for this station.
 DE8260
 DE8260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK719812(NAD 83)
 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 - June 09, 1998
 DE8260
 DE8260  HISTORY     - Date     Condition        Report By
 DE8260  HISTORY     - 1985     MONUMENTED       MNDT
 DE8260  HISTORY     - 19980609 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8261 ***********************************************************************
 DE8261  DESIGNATION -  2723 AH
 DE8261  PID         -  DE8261
 DE8261  STATE/COUNTY-  MN/HENNEPIN
 DE8261  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DE8261
 DE8261                         *CURRENT SURVEY CONTROL
 DE8261  ___________________________________________________________________
 DE8261* NAD 83(1986)-  44 59 04.     (N)    093 21 22.     (W)     SCALED    
 DE8261* NAVD 88     -       275.606  (meters)     904.22   (feet)  ADJUSTED  
 DE8261  ___________________________________________________________________
 DE8261  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DE8261  DYNAMIC HT  -         275.601 (meters)     904.20  (feet)  COMP
 DE8261  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 DE8261
 DE8261  VERT ORDER  -  SECOND    CLASS I
 DE8261
 DE8261.The horizontal coordinates were scaled from a topographic map and have
 DE8261.an estimated accuracy of +/- 6 seconds.
 DE8261
 DE8261.The orthometric height was determined by differential leveling
 DE8261.and adjusted by the National Geodetic Survey in August 2004..
 DE8261.No vertical observational check was made to the station.
 DE8261
 DE8261.The geoid height was determined by GEOID03.
 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     -   320,700.      850,780.      MT  (+/- 180 meters Scaled)
 DE8261
 DE8261                          SUPERSEDED SURVEY CONTROL
 DE8261
 DE8261.No superseded survey control is available for this station.
 DE8261
 DE8261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK719812(NAD 83)
 DE8261_MARKER: DD = SURVEY DISK
 DE8261_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE8261_SP_SET: BRIDGE RAILING
 DE8261_STAMPING: 2723 AH 1998
 DE8261_MARK LOGO: MNDT  
 DE8261_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8261+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1998
 DE8261
 DE8261  HISTORY     - Date     Condition        Report By
 DE8261  HISTORY     - 1998     MONUMENTED       MNDT
 DE8261  HISTORY     - 19980609 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8262 ***********************************************************************
 DE8262  DESIGNATION -  2723 AJ
 DE8262  PID         -  DE8262
 DE8262  STATE/COUNTY-  MN/HENNEPIN
 DE8262  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DE8262
 DE8262                         *CURRENT SURVEY CONTROL
 DE8262  ___________________________________________________________________
 DE8262* NAD 83(1986)-  44 59 04.     (N)    093 21 22.     (W)     SCALED    
 DE8262* NAVD 88     -       275.822  (meters)     904.93   (feet)  ADJUSTED  
 DE8262  ___________________________________________________________________
 DE8262  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DE8262  DYNAMIC HT  -         275.817 (meters)     904.91  (feet)  COMP
 DE8262  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 DE8262
 DE8262  VERT ORDER  -  SECOND    CLASS I
 DE8262
 DE8262.The horizontal coordinates were scaled from a topographic map and have
 DE8262.an estimated accuracy of +/- 6 seconds.
 DE8262
 DE8262.The orthometric height was determined by differential leveling
 DE8262.and adjusted by the National Geodetic Survey in August 2004..
 DE8262.No vertical observational check was made to the station.
 DE8262
 DE8262.The geoid height was determined by GEOID03.
 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     -   320,700.      850,780.      MT  (+/- 180 meters Scaled)
 DE8262
 DE8262                          SUPERSEDED SURVEY CONTROL
 DE8262
 DE8262.No superseded survey control is available for this station.
 DE8262
 DE8262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK719812(NAD 83)
 DE8262_MARKER: DD = SURVEY DISK
 DE8262_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE8262_SP_SET: BRIDGE RAILING
 DE8262_STAMPING: 2723 AJ 1998
 DE8262_MARK LOGO: MNDT  
 DE8262_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8262+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1998
 DE8262
 DE8262  HISTORY     - Date     Condition        Report By
 DE8262  HISTORY     - 1997     MONUMENTED       MNDT
 DE8262  HISTORY     - 19980609 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8257 ***********************************************************************
 DE8257  DESIGNATION -  2723 AK
 DE8257  PID         -  DE8257
 DE8257  STATE/COUNTY-  MN/HENNEPIN
 DE8257  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DE8257
 DE8257                         *CURRENT SURVEY CONTROL
 DE8257  ___________________________________________________________________
 DE8257* NAD 83(1986)-  44 59 05.     (N)    093 21 20.     (W)     SCALED    
 DE8257* NAVD 88     -       276.532  (meters)     907.26   (feet)  ADJUSTED  
 DE8257  ___________________________________________________________________
 DE8257  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DE8257  DYNAMIC HT  -         276.527 (meters)     907.24  (feet)  COMP
 DE8257  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 DE8257
 DE8257  VERT ORDER  -  SECOND    CLASS I
 DE8257
 DE8257.The horizontal coordinates were scaled from a topographic map and have
 DE8257.an estimated accuracy of +/- 6 seconds.
 DE8257
 DE8257.The orthometric height was determined by differential leveling
 DE8257.and adjusted by the National Geodetic Survey in August 2004..
 DE8257.No vertical observational check was made to the station.
 DE8257
 DE8257.The geoid height was determined by GEOID03.
 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     -   320,730.      850,820.      MT  (+/- 180 meters Scaled)
 DE8257
 DE8257                          SUPERSEDED SURVEY CONTROL
 DE8257
 DE8257.No superseded survey control is available for this station.
 DE8257
 DE8257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK719813(NAD 83)
 DE8257_MARKER: DD = SURVEY 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 - June 09, 1998
 DE8257
 DE8257  HISTORY     - Date     Condition        Report By
 DE8257  HISTORY     - 1985     MONUMENTED       MNDT
 DE8257  HISTORY     - 19980609 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1160 ***********************************************************************
 QO1160  DESIGNATION -  2723 G
 QO1160  PID         -  QO1160
 QO1160  STATE/COUNTY-  MN/HENNEPIN
 QO1160  USGS QUAD   -  OSSEO (1993)
 QO1160
 QO1160                         *CURRENT SURVEY CONTROL
 QO1160  ___________________________________________________________________
 QO1160* NAD 83(1986)-  45 00 16.     (N)    093 26 47.     (W)     SCALED    
 QO1160* NAVD 88     -       284.687  (meters)     934.01   (feet)  ADJUSTED  
 QO1160  ___________________________________________________________________
 QO1160  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 QO1160  DYNAMIC HT  -         284.683 (meters)     934.00  (feet)  COMP
 QO1160  MODELED GRAV-     980,592.8   (mgal)                       NAVD 88
 QO1160
 QO1160  VERT ORDER  -  SECOND    CLASS I
 QO1160
 QO1160.The horizontal coordinates were scaled from a topographic map and have
 QO1160.an estimated accuracy of +/- 6 seconds.
 QO1160
 QO1160.The orthometric height was determined by differential leveling
 QO1160.and adjusted by the National Geodetic Survey in June 1991..
 QO1160
 QO1160.The geoid height was determined by GEOID03.
 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     -   322,870.      843,650.      MT  (+/- 180 meters Scaled)
 QO1160
 QO1160                          SUPERSEDED SURVEY CONTROL
 QO1160
 QO1160.No superseded survey control is available for this station.
 QO1160
 QO1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK648835(NAD 83)
 QO1160_MARKER: DD = SURVEY DISK
 QO1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1160_SP_SET: CONCRETE POST
 QO1160_STAMPING: 2723 G 1978
 QO1160_PROJECTION: FLUSH
 QO1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1160+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2039 ***********************************************************************
 PP2039  DESIGNATION -  2723 N 1
 PP2039  PID         -  PP2039
 PP2039  STATE/COUNTY-  MN/HENNEPIN
 PP2039  USGS QUAD   -  HOPKINS (1993)
 PP2039
 PP2039                         *CURRENT SURVEY CONTROL
 PP2039  ___________________________________________________________________
 PP2039* NAD 83(1986)-  44 59 00.     (N)    093 24 12.     (W)     SCALED    
 PP2039* NAVD 88     -       272.604  (meters)     894.37   (feet)  ADJUSTED  
 PP2039  ___________________________________________________________________
 PP2039  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 PP2039  DYNAMIC HT  -         272.600 (meters)     894.36  (feet)  COMP
 PP2039  MODELED GRAV-     980,594.9   (mgal)                       NAVD 88
 PP2039
 PP2039  VERT ORDER  -  SECOND    CLASS I
 PP2039
 PP2039.The horizontal coordinates were scaled from a topographic map and have
 PP2039.an estimated accuracy of +/- 6 seconds.
 PP2039
 PP2039.The orthometric height was determined by differential leveling
 PP2039.and adjusted by the National Geodetic Survey in June 1991..
 PP2039
 PP2039.The geoid height was determined by GEOID03.
 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     -   320,550.      847,060.      MT  (+/- 180 meters Scaled)
 PP2039
 PP2039                          SUPERSEDED SURVEY CONTROL
 PP2039
 PP2039.No superseded survey control is available for this station.
 PP2039
 PP2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK682811(NAD 83)
 PP2039_MARKER: DD = SURVEY DISK
 PP2039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP2039_SP_SET: BRIDGE
 PP2039_STAMPING: 2723 N 1 1978
 PP2039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2039
 PP2039  HISTORY     - Date     Condition        Report By
 PP2039  HISTORY     - 1978     MONUMENTED       MNDT
 PP2039  HISTORY     - 1979     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2040 ***********************************************************************
 PP2040  DESIGNATION -  2723 N 2
 PP2040  PID         -  PP2040
 PP2040  STATE/COUNTY-  MN/HENNEPIN
 PP2040  USGS QUAD   -  HOPKINS (1993)
 PP2040
 PP2040                         *CURRENT SURVEY CONTROL
 PP2040  ___________________________________________________________________
 PP2040* NAD 83(1986)-  44 59 02.     (N)    093 24 13.     (W)     SCALED    
 PP2040* NAVD 88     -       272.709  (meters)     894.71   (feet)  ADJUSTED  
 PP2040  ___________________________________________________________________
 PP2040  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 PP2040  DYNAMIC HT  -         272.705 (meters)     894.70  (feet)  COMP
 PP2040  MODELED GRAV-     980,595.0   (mgal)                       NAVD 88
 PP2040
 PP2040  VERT ORDER  -  SECOND    CLASS I
 PP2040
 PP2040.The horizontal coordinates were scaled from a topographic map and have
 PP2040.an estimated accuracy of +/- 6 seconds.
 PP2040
 PP2040.The orthometric height was determined by differential leveling
 PP2040.and adjusted by the National Geodetic Survey in June 1991..
 PP2040
 PP2040.The geoid height was determined by GEOID03.
 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     -   320,610.      847,030.      MT  (+/- 180 meters Scaled)
 PP2040
 PP2040                          SUPERSEDED SURVEY CONTROL
 PP2040
 PP2040.No superseded survey control is available for this station.
 PP2040
 PP2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK681812(NAD 83)
 PP2040_MARKER: DD = SURVEY DISK
 PP2040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP2040_SP_SET: BRIDGE
 PP2040_STAMPING: 2723 N2 1978
 PP2040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2040
 PP2040  HISTORY     - Date     Condition        Report By
 PP2040  HISTORY     - 1978     MONUMENTED       MNDT
 PP2040  HISTORY     - 1979     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2041 ***********************************************************************
 PP2041  DESIGNATION -  2723 P
 PP2041  PID         -  PP2041
 PP2041  STATE/COUNTY-  MN/HENNEPIN
 PP2041  USGS QUAD   -  HOPKINS (1993)
 PP2041
 PP2041                         *CURRENT SURVEY CONTROL
 PP2041  ___________________________________________________________________
 PP2041* NAD 83(1986)-  44 58 58.     (N)    093 23 57.     (W)     SCALED    
 PP2041* NAVD 88     -       279.378  (meters)     916.59   (feet)  ADJUSTED  
 PP2041  ___________________________________________________________________
 PP2041  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 PP2041  DYNAMIC HT  -         279.374 (meters)     916.58  (feet)  COMP
 PP2041  MODELED GRAV-     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
 PP2041.and adjusted by the National Geodetic Survey in June 1991..
 PP2041
 PP2041.The geoid height was determined by GEOID03.
 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     -   320,490.      847,390.      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: 15TVK685811(NAD 83)
 PP2041_MARKER: DD = SURVEY DISK
 PP2041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP2041_SP_SET: BRIDGE
 PP2041_STAMPING: 2723 P 1978
 PP2041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2041
 PP2041  HISTORY     - Date     Condition        Report By
 PP2041  HISTORY     - 1978     MONUMENTED       MNDT
 PP2041  HISTORY     - 1979     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2042 ***********************************************************************
 PP2042  DESIGNATION -  2723 Q
 PP2042  PID         -  PP2042
 PP2042  STATE/COUNTY-  MN/HENNEPIN
 PP2042  USGS QUAD   -  HOPKINS (1993)
 PP2042
 PP2042                         *CURRENT SURVEY CONTROL
 PP2042  ___________________________________________________________________
 PP2042* NAD 83(1986)-  44 59 07.     (N)    093 23 17.     (W)     SCALED    
 PP2042* NAVD 88     -       271.626  (meters)     891.16   (feet)  ADJUSTED  
 PP2042  ___________________________________________________________________
 PP2042  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 PP2042  DYNAMIC HT  -         271.622 (meters)     891.15  (feet)  COMP
 PP2042  MODELED GRAV-     980,593.9   (mgal)                       NAVD 88
 PP2042
 PP2042  VERT ORDER  -  SECOND    CLASS I
 PP2042
 PP2042.The horizontal coordinates were scaled from a topographic map and have
 PP2042.an estimated accuracy of +/- 6 seconds.
 PP2042
 PP2042.The orthometric height was determined by differential leveling
 PP2042.and adjusted by the National Geodetic Survey in June 1991..
 PP2042
 PP2042.The geoid height was determined by GEOID03.
 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     -   320,770.      848,260.      MT  (+/- 180 meters Scaled)
 PP2042
 PP2042                          SUPERSEDED SURVEY CONTROL
 PP2042
 PP2042.No superseded survey control is available for this station.
 PP2042
 PP2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK694813(NAD 83)
 PP2042_MARKER: DD = SURVEY DISK
 PP2042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP2042_SP_SET: BRIDGE
 PP2042_STAMPING: 2723 Q 1978
 PP2042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2042+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 PP2042
 PP2042  HISTORY     - Date     Condition        Report By
 PP2042  HISTORY     - 1978     MONUMENTED       MNDT
 PP2042  HISTORY     - 1979     GOOD             MNDT
 PP2042  HISTORY     - 20020924 GOOD             INDIV
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2043 ***********************************************************************
 PP2043  DESIGNATION -  2723 R
 PP2043  PID         -  PP2043
 PP2043  STATE/COUNTY-  MN/HENNEPIN
 PP2043  USGS QUAD   -  HOPKINS (1993)
 PP2043
 PP2043                         *CURRENT SURVEY CONTROL
 PP2043  ___________________________________________________________________
 PP2043* NAD 83(1986)-  44 59 05.     (N)    093 23 16.     (W)     SCALED    
 PP2043* NAVD 88     -       271.137  (meters)     889.56   (feet)  ADJUSTED  
 PP2043  ___________________________________________________________________
 PP2043  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 PP2043  DYNAMIC HT  -         271.133 (meters)     889.54  (feet)  COMP
 PP2043  MODELED GRAV-     980,593.8   (mgal)                       NAVD 88
 PP2043
 PP2043  VERT ORDER  -  SECOND    CLASS I
 PP2043
 PP2043.The horizontal coordinates were scaled from a topographic map and have
 PP2043.an estimated accuracy of +/- 6 seconds.
 PP2043
 PP2043.The orthometric height was determined by differential leveling
 PP2043.and adjusted by the National Geodetic Survey in June 1991..
 PP2043
 PP2043.The geoid height was determined by GEOID03.
 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     -   320,710.      848,280.      MT  (+/- 180 meters Scaled)
 PP2043
 PP2043                          SUPERSEDED SURVEY CONTROL
 PP2043
 PP2043.No superseded survey control is available for this station.
 PP2043
 PP2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK694813(NAD 83)
 PP2043_MARKER: DD = SURVEY DISK
 PP2043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP2043_SP_SET: BRIDGE
 PP2043_STAMPING: 2723 R 1978
 PP2043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2043+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1195 ***********************************************************************
 QO1195  DESIGNATION -  2723 S
 QO1195  PID         -  QO1195
 QO1195  STATE/COUNTY-  MN/HENNEPIN
 QO1195  USGS QUAD   -  HAMEL (1993)
 QO1195
 QO1195                         *CURRENT SURVEY CONTROL
 QO1195  ___________________________________________________________________
 QO1195* NAD 83(1986)-  45 01 51.     (N)    093 30 23.     (W)     SCALED    
 QO1195* NAVD 88     -       310.937  (meters)    1020.13   (feet)  ADJUSTED  
 QO1195  ___________________________________________________________________
 QO1195  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 QO1195  DYNAMIC HT  -         310.928 (meters)    1020.10  (feet)  COMP
 QO1195  MODELED GRAV-     980,578.4   (mgal)                       NAVD 88
 QO1195
 QO1195  VERT ORDER  -  SECOND    CLASS I
 QO1195
 QO1195.The horizontal coordinates were scaled from a topographic map and have
 QO1195.an estimated accuracy of +/- 6 seconds.
 QO1195
 QO1195.The orthometric height was determined by differential leveling
 QO1195.and adjusted by the National Geodetic Survey in June 1991..
 QO1195
 QO1195.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QO1195;SPC MN S     -   325,770.      838,900.      MT  (+/- 180 meters Scaled)
 QO1195
 QO1195                          SUPERSEDED SURVEY CONTROL
 QO1195
 QO1195.No superseded survey control is available for this station.
 QO1195
 QO1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK601865(NAD 83)
 QO1195_MARKER: DD = SURVEY DISK
 QO1195_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1195+WITH SETTING: INTO GROUND
 QO1195_SP_SET: METAL ROD WITH BASE PLATE
 QO1195_STAMPING: 2723 S 1977
 QO1195_PROJECTION: FLUSH
 QO1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1195+STABILITY: SURFACE MOTION
 QO1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1195+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 QO1195_ROD/PIPE-DEPTH: 2.44 meters
 QO1195
 QO1195  HISTORY     - Date     Condition        Report By
 QO1195  HISTORY     - 1977     MONUMENTED       MNDT
 QO1195  HISTORY     - 1978     GOOD             MNDT
 QO1195  HISTORY     - 19910901 GOOD             USPSQD
 QO1195  HISTORY     - 20041118 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1198 ***********************************************************************
 QO1198  DESIGNATION -  2723 U
 QO1198  PID         -  QO1198
 QO1198  STATE/COUNTY-  MN/HENNEPIN
 QO1198  USGS QUAD   -  OSSEO (1993)
 QO1198
 QO1198                         *CURRENT SURVEY CONTROL
 QO1198  ___________________________________________________________________
 QO1198* NAD 83(1986)-  45 01 07.     (N)    093 28 50.     (W)     SCALED    
 QO1198* NAVD 88     -       306.484  (meters)    1005.52   (feet)  ADJUSTED  
 QO1198  ___________________________________________________________________
 QO1198  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 QO1198  DYNAMIC HT  -         306.478 (meters)    1005.50  (feet)  COMP
 QO1198  MODELED GRAV-     980,587.3   (mgal)                       NAVD 88
 QO1198
 QO1198  VERT ORDER  -  SECOND    CLASS I
 QO1198
 QO1198.The horizontal coordinates were scaled from a topographic map and have
 QO1198.an estimated accuracy of +/- 6 seconds.
 QO1198
 QO1198.The orthometric height was determined by differential leveling
 QO1198.and adjusted by the National Geodetic Survey in June 1991..
 QO1198
 QO1198.The geoid height was determined by GEOID03.
 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     -   324,430.      840,940.      MT  (+/- 180 meters Scaled)
 QO1198
 QO1198                          SUPERSEDED SURVEY CONTROL
 QO1198
 QO1198.No superseded survey control is available for this station.
 QO1198
 QO1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK621851(NAD 83)
 QO1198_MARKER: DD = SURVEY DISK
 QO1198_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1198+WITH SETTING: INTO GROUND
 QO1198_SP_SET: METAL ROD WITH BASE PLATE
 QO1198_STAMPING: 2723 U 1977
 QO1198_PROJECTION: RECESSED 8 CENTIMETERS
 QO1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1198+STABILITY: SURFACE MOTION
 QO1198_ROD/PIPE-DEPTH: 2.44 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1159 ***********************************************************************
 QO1159  DESIGNATION -  2723 W
 QO1159  PID         -  QO1159
 QO1159  STATE/COUNTY-  MN/HENNEPIN
 QO1159  USGS QUAD   -  OSSEO (1993)
 QO1159
 QO1159                         *CURRENT SURVEY CONTROL
 QO1159  ___________________________________________________________________
 QO1159* NAD 83(1986)-  45 00 32.     (N)    093 27 10.     (W)     SCALED    
 QO1159* NAVD 88     -       290.546  (meters)     953.23   (feet)  ADJUSTED  
 QO1159  ___________________________________________________________________
 QO1159  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 QO1159  DYNAMIC HT  -         290.541 (meters)     953.22  (feet)  COMP
 QO1159  MODELED GRAV-     980,591.8   (mgal)                       NAVD 88
 QO1159
 QO1159  VERT ORDER  -  SECOND    CLASS I
 QO1159
 QO1159.The horizontal coordinates were scaled from a topographic map and have
 QO1159.an estimated accuracy of +/- 6 seconds.
 QO1159
 QO1159.The orthometric height was determined by differential leveling
 QO1159.and adjusted by the National Geodetic Survey in June 1991..
 QO1159
 QO1159.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QO1159;SPC MN S     -   323,360.      843,140.      MT  (+/- 180 meters Scaled)
 QO1159
 QO1159                          SUPERSEDED SURVEY CONTROL
 QO1159
 QO1159.No superseded survey control is available for this station.
 QO1159
 QO1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK643840(NAD 83)
 QO1159_MARKER: DD = SURVEY DISK
 QO1159_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1159+WITH SETTING: INTO GROUND
 QO1159_SP_SET: METAL ROD WITH BASE PLATE
 QO1159_STAMPING: 2723 W 1978
 QO1159_PROJECTION: FLUSH
 QO1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1159+STABILITY: SURFACE MOTION
 QO1159_ROD/PIPE-DEPTH: 2.44 meters
 QO1159
 QO1159  HISTORY     - Date     Condition        Report By
 QO1159  HISTORY     - 1978     MONUMENTED       MNDT
 QO1159  HISTORY     - 1979     GOOD             MNDT
 QO1159  HISTORY     - 20010331 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1161 ***********************************************************************
 QO1161  DESIGNATION -  2723 X
 QO1161  PID         -  QO1161
 QO1161  STATE/COUNTY-  MN/HENNEPIN
 QO1161  USGS QUAD   -  OSSEO (1993)
 QO1161
 QO1161                         *CURRENT SURVEY CONTROL
 QO1161  ___________________________________________________________________
 QO1161* NAD 83(1986)-  45 00 00.     (N)    093 26 34.     (W)     SCALED    
 QO1161* NAVD 88     -       290.589  (meters)     953.37   (feet)  ADJUSTED  
 QO1161  ___________________________________________________________________
 QO1161  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 QO1161  DYNAMIC HT  -         290.585 (meters)     953.36  (feet)  COMP
 QO1161  MODELED GRAV-     980,593.4   (mgal)                       NAVD 88
 QO1161
 QO1161  VERT ORDER  -  SECOND    CLASS I
 QO1161
 QO1161.The horizontal coordinates were scaled from a topographic map and have
 QO1161.an estimated accuracy of +/- 6 seconds.
 QO1161
 QO1161.The orthometric height was determined by differential leveling
 QO1161.and adjusted by the National Geodetic Survey in June 1991..
 QO1161
 QO1161.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QO1161;SPC MN S     -   322,380.      843,930.      MT  (+/- 180 meters Scaled)
 QO1161
 QO1161                          SUPERSEDED SURVEY CONTROL
 QO1161
 QO1161.No superseded survey control is available for this station.
 QO1161
 QO1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK651830(NAD 83)
 QO1161_MARKER: DD = SURVEY DISK
 QO1161_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1161+WITH SETTING: INTO GROUND
 QO1161_SP_SET: METAL ROD WITH BASE PLATE
 QO1161_STAMPING: 2723 X 1978
 QO1161_PROJECTION: FLUSH
 QO1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1161+STABILITY: SURFACE MOTION
 QO1161_ROD/PIPE-DEPTH: 2.44 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2033 ***********************************************************************
 PP2033  DESIGNATION -  2723 Y 1
 PP2033  PID         -  PP2033
 PP2033  STATE/COUNTY-  MN/HENNEPIN
 PP2033  USGS QUAD   -  HOPKINS (1993)
 PP2033
 PP2033                         *CURRENT SURVEY CONTROL
 PP2033  ___________________________________________________________________
 PP2033* NAD 83(1986)-  44 59 45.     (N)    093 26 19.     (W)     SCALED    
 PP2033* NAVD 88     -       289.933  (meters)     951.22   (feet)  ADJUSTED  
 PP2033  ___________________________________________________________________
 PP2033  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 PP2033  DYNAMIC HT  -         289.930 (meters)     951.21  (feet)  COMP
 PP2033  MODELED GRAV-     980,596.3   (mgal)                       NAVD 88
 PP2033
 PP2033  VERT ORDER  -  SECOND    CLASS I
 PP2033
 PP2033.The horizontal coordinates were scaled from a topographic map and have
 PP2033.an estimated accuracy of +/- 6 seconds.
 PP2033
 PP2033.The orthometric height was determined by differential leveling
 PP2033.and adjusted by the National Geodetic Survey in June 1991..
 PP2033
 PP2033.The geoid height was determined by GEOID03.
 PP2033
 PP2033.The dynamic height is computed by dividing the NAVD 88
 PP2033.geopotential number by the normal gravity value computed on the
 PP2033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2033.degrees latitude (g = 980.6199 gals.).
 PP2033
 PP2033.The modeled gravity was interpolated from observed gravity values.
 PP2033
 PP2033;                    North         East    Units  Estimated Accuracy
 PP2033;SPC MN S     -   321,920.      844,270.      MT  (+/- 180 meters Scaled)
 PP2033
 PP2033                          SUPERSEDED SURVEY CONTROL
 PP2033
 PP2033.No superseded survey control is available for this station.
 PP2033
 PP2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK654825(NAD 83)
 PP2033_MARKER: DD = SURVEY DISK
 PP2033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP2033_SP_SET: BRIDGE
 PP2033_STAMPING: 2723 Y 1 1978
 PP2033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2033
 PP2033  HISTORY     - Date     Condition        Report By
 PP2033  HISTORY     - 1978     MONUMENTED       MNDT
 PP2033  HISTORY     - 1979     GOOD             MNDT
 PP2033  HISTORY     - 1987     GOOD             USPSQD
 PP2033  HISTORY     - 20010331 GOOD             NGS
 PP2033
 PP2033                          STATION DESCRIPTION
 PP2033
 PP2033'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2033'IN PLYMOUTH.
 PP2033'THE MARK IS 1.5 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 PP2033'THE JUNCTION OF TRUNK HIGHWAY 55 AND FAI 494. IT IS IN THE NORTH
 PP2033'WING WALL OF THE SOUTHEAST ABUTMENT OF BRIDGE NO. 27013, TRUNK HIGHWAY
 PP2033'55 EASTBOUND OVER THE CHICAGO AND NORTHWESTERN RAILWAY. STA 1477 AND
 PP2033'55 TRUNK HIGHWAY 55 MILE MARKER 181.65.
 PP2033
 PP2033                          STATION RECOVERY (1987)
 PP2033
 PP2033'RECOVERY NOTE BY US POWER SQUADRON 1987 (TZ)
 PP2033'RECOVERED IN GOOD CONDITION.
 PP2033
 PP2033                          STATION RECOVERY (2001)
 PP2033
 PP2033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP2033'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2032 ***********************************************************************
 PP2032  DESIGNATION -  2723 Y 2
 PP2032  PID         -  PP2032
 PP2032  STATE/COUNTY-  MN/HENNEPIN
 PP2032  USGS QUAD   -  HOPKINS (1993)
 PP2032
 PP2032                         *CURRENT SURVEY CONTROL
 PP2032  ___________________________________________________________________
 PP2032* NAD 83(1986)-  44 59 46.     (N)    093 26 16.     (W)     SCALED    
 PP2032* NAVD 88     -       290.642  (meters)     953.55   (feet)  ADJUSTED  
 PP2032  ___________________________________________________________________
 PP2032  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 PP2032  DYNAMIC HT  -         290.639 (meters)     953.54  (feet)  COMP
 PP2032  MODELED GRAV-     980,596.4   (mgal)                       NAVD 88
 PP2032
 PP2032  VERT ORDER  -  SECOND    CLASS I
 PP2032
 PP2032.The horizontal coordinates were scaled from a topographic map and have
 PP2032.an estimated accuracy of +/- 6 seconds.
 PP2032
 PP2032.The orthometric height was determined by differential leveling
 PP2032.and adjusted by the National Geodetic Survey in June 1991..
 PP2032
 PP2032.The geoid height was determined by GEOID03.
 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     -   321,950.      844,330.      MT  (+/- 180 meters Scaled)
 PP2032
 PP2032                          SUPERSEDED SURVEY CONTROL
 PP2032
 PP2032.No superseded survey control is available for this station.
 PP2032
 PP2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK654826(NAD 83)
 PP2032_MARKER: DD = SURVEY DISK
 PP2032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP2032_SP_SET: BRIDGE CRASHRAIL
 PP2032_STAMPING: 2723 Y 2 1978
 PP2032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2032
 PP2032  HISTORY     - Date     Condition        Report By
 PP2032  HISTORY     - 1978     MONUMENTED       MNDT
 PP2032  HISTORY     - 1979     GOOD             MNDT
 PP2032  HISTORY     - 20010331 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2035 ***********************************************************************
 PP2035  DESIGNATION -  2723 Z
 PP2035  PID         -  PP2035
 PP2035  STATE/COUNTY-  MN/HENNEPIN
 PP2035  USGS QUAD   -  HOPKINS (1993)
 PP2035
 PP2035                         *CURRENT SURVEY CONTROL
 PP2035  ___________________________________________________________________
 PP2035* NAD 83(1986)-  44 59 24.     (N)    093 25 50.     (W)     SCALED    
 PP2035* NAVD 88     -       283.806  (meters)     931.12   (feet)  ADJUSTED  
 PP2035  ___________________________________________________________________
 PP2035  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 PP2035  DYNAMIC HT  -         283.803 (meters)     931.11  (feet)  COMP
 PP2035  MODELED GRAV-     980,596.4   (mgal)                       NAVD 88
 PP2035
 PP2035  VERT ORDER  -  SECOND    CLASS I
 PP2035
 PP2035.The horizontal coordinates were scaled from a topographic map and have
 PP2035.an estimated accuracy of +/- 6 seconds.
 PP2035
 PP2035.The orthometric height was determined by differential leveling
 PP2035.and adjusted by the National Geodetic Survey in June 1991..
 PP2035
 PP2035.The geoid height was determined by GEOID03.
 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.      844,900.      MT  (+/- 180 meters Scaled)
 PP2035
 PP2035                          SUPERSEDED SURVEY CONTROL
 PP2035
 PP2035.No superseded survey control is available for this station.
 PP2035
 PP2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK660819(NAD 83)
 PP2035_MARKER: DD = SURVEY DISK
 PP2035_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP2035+WITH SETTING: INTO GROUND
 PP2035_SP_SET: METAL ROD WITH BASE PLATE
 PP2035_STAMPING: 2723 Z 1978
 PP2035_PROJECTION: FLUSH
 PP2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2035+STABILITY: SURFACE MOTION
 PP2035_ROD/PIPE-DEPTH: 2.44 meters
 PP2035
 PP2035  HISTORY     - Date     Condition        Report By
 PP2035  HISTORY     - 1978     MONUMENTED       MNDT
 PP2035  HISTORY     - 1979     GOOD             MNDT
 PP2035  HISTORY     - 20010331 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1044 ***********************************************************************
 PP1044  DESIGNATION -  2724 B 2
 PP1044  PID         -  PP1044
 PP1044  STATE/COUNTY-  MN/HENNEPIN
 PP1044  USGS QUAD   -  ST PAUL WEST (1993)
 PP1044
 PP1044                         *CURRENT SURVEY CONTROL
 PP1044  ___________________________________________________________________
 PP1044* NAD 83(1986)-  44 57 47.     (N)    093 14 49.     (W)     SCALED    
 PP1044* NAVD 88     -       258.201  (meters)     847.11   (feet)  ADJUSTED  
 PP1044  ___________________________________________________________________
 PP1044  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 PP1044  DYNAMIC HT  -         258.195 (meters)     847.09  (feet)  COMP
 PP1044  MODELED GRAV-     980,582.8   (mgal)                       NAVD 88
 PP1044
 PP1044  VERT ORDER  -  SECOND    CLASS 0
 PP1044
 PP1044.The horizontal coordinates were scaled from a topographic map and have
 PP1044.an estimated accuracy of +/- 6 seconds.
 PP1044
 PP1044.The orthometric height was determined by differential leveling
 PP1044.and adjusted by the National Geodetic Survey in June 1991..
 PP1044
 PP1044.The geoid height was determined by GEOID03.
 PP1044
 PP1044.The dynamic height is computed by dividing the NAVD 88
 PP1044.geopotential number by the normal gravity value computed on the
 PP1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1044.degrees latitude (g = 980.6199 gals.).
 PP1044
 PP1044.The modeled gravity was interpolated from observed gravity values.
 PP1044
 PP1044;                    North         East    Units  Estimated Accuracy
 PP1044;SPC MN S     -   318,400.      859,410.      MT  (+/- 180 meters Scaled)
 PP1044
 PP1044                          SUPERSEDED SURVEY CONTROL
 PP1044
 PP1044  NGVD 29 (??/??/92)  258.145  (m)          846.93   (f) ADJ UNCH    2 0
 PP1044
 PP1044.Superseded values are not recommended for survey control.
 PP1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1044.See file dsdata.txt to determine how the superseded data were derived.
 PP1044
 PP1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK805788(NAD 83)
 PP1044_MARKER: DD = SURVEY DISK
 PP1044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1044_SP_SET: BRIDGE
 PP1044_STAMPING: 2724-B2 1969
 PP1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1044
 PP1044  HISTORY     - Date     Condition        Report By
 PP1044  HISTORY     - 1969     MONUMENTED       MNDT
 PP1044
 PP1044                          STATION DESCRIPTION
 PP1044
 PP1044'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1044'IN MINNEAPOLIS.
 PP1044'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 6677, TH 55 OVER
 PP1044'FRANKLIN AVENUE ABOUT 1200 FEET NORTH OF FAI 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2075 ***********************************************************************
 QO2075  DESIGNATION -  2726 A
 QO2075  PID         -  QO2075
 QO2075  STATE/COUNTY-  MN/HENNEPIN
 QO2075  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2075
 QO2075                         *CURRENT SURVEY CONTROL
 QO2075  ___________________________________________________________________
 QO2075* NAD 83(1986)-  45 02 01.     (N)    093 15 48.     (W)     SCALED    
 QO2075* NAVD 88     -       272.765  (meters)     894.90   (feet)  ADJUSTED  
 QO2075  ___________________________________________________________________
 QO2075  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 QO2075  DYNAMIC HT  -         272.760 (meters)     894.88  (feet)  COMP
 QO2075  MODELED GRAV-     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
 QO2075.and adjusted by the National Geodetic Survey in June 1991..
 QO2075
 QO2075.The geoid height was determined by GEOID03.
 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_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: MNDT  
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2074 ***********************************************************************
 QO2074  DESIGNATION -  2726 B
 QO2074  PID         -  QO2074
 QO2074  STATE/COUNTY-  MN/HENNEPIN
 QO2074  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2074
 QO2074                         *CURRENT SURVEY CONTROL
 QO2074  ___________________________________________________________________
 QO2074* NAD 83(1986)-  45 01 43.     (N)    093 15 49.     (W)     SCALED    
 QO2074* NAVD 88     -       268.008  (meters)     879.29   (feet)  ADJUSTED  
 QO2074  ___________________________________________________________________
 QO2074  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 QO2074  DYNAMIC HT  -         268.003 (meters)     879.27  (feet)  COMP
 QO2074  MODELED GRAV-     980,588.0   (mgal)                       NAVD 88
 QO2074
 QO2074  VERT ORDER  -  SECOND    CLASS II
 QO2074
 QO2074.The horizontal coordinates were scaled from a topographic map and have
 QO2074.an estimated accuracy of +/- 6 seconds.
 QO2074
 QO2074.The orthometric height was determined by differential leveling
 QO2074.and adjusted by the National Geodetic Survey in June 1991..
 QO2074
 QO2074.The geoid height was determined by GEOID03.
 QO2074
 QO2074.The dynamic height is computed by dividing the NAVD 88
 QO2074.geopotential number by the normal gravity value computed on the
 QO2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2074.degrees latitude (g = 980.6199 gals.).
 QO2074
 QO2074.The modeled gravity was interpolated from observed gravity values.
 QO2074
 QO2074;                    North         East    Units  Estimated Accuracy
 QO2074;SPC MN S     -   325,670.      858,030.      MT  (+/- 180 meters Scaled)
 QO2074
 QO2074                          SUPERSEDED SURVEY CONTROL
 QO2074
 QO2074.No superseded survey control is available for this station.
 QO2074
 QO2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK792861(NAD 83)
 QO2074_MARKER: DB = BENCH MARK DISK
 QO2074_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 QO2074_SP_SET: BRIDGE WINGWALL
 QO2074_STAMPING: 2726 B 1979
 QO2074_MARK LOGO: MNDT  
 QO2074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2074
 QO2074  HISTORY     - Date     Condition        Report By
 QO2074  HISTORY     - 1979     MONUMENTED       MNDT
 QO2074  HISTORY     - 19940824 GOOD             USPSQD
 QO2074
 QO2074                          STATION DESCRIPTION
 QO2074
 QO2074'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2074'IN MINNEAPOLIS.
 QO2074'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE NE 1/4 OF
 QO2074'SECTION 2, T29N, R24W, AT THE TRUNK HIGHWAY 47 (UNIVERSITY AVENUE)
 QO2074'BRIDGE (NUMBER 5586) OVER THE SOO LINE RAILROAD, 2.8 MILES SOUTH
 QO2074'ALONG TRUNK HIGHWAY 47 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 694
 QO2074'IN FRIDLEY.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO2074'STAMPED---2726 B 1979---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2074'WINGWALL IN THE SOUTHEAST CORNER OF THE BRIDGE.  THE MARK IS AT TRUNK
 QO2074'HIGHWAY 47 MILEPOINT 4.9.
 QO2074
 QO2074                          STATION RECOVERY (1994)
 QO2074
 QO2074'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO2074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2072 ***********************************************************************
 QO2072  DESIGNATION -  2726 C
 QO2072  PID         -  QO2072
 QO2072  STATE/COUNTY-  MN/HENNEPIN
 QO2072  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2072
 QO2072                         *CURRENT SURVEY CONTROL
 QO2072  ___________________________________________________________________
 QO2072* NAD 83(1986)-  45 01 38.     (N)    093 15 48.     (W)     SCALED    
 QO2072* NAVD 88     -       267.258  (meters)     876.83   (feet)  ADJUSTED  
 QO2072  ___________________________________________________________________
 QO2072  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 QO2072  DYNAMIC HT  -         267.252 (meters)     876.81  (feet)  COMP
 QO2072  MODELED GRAV-     980,587.7   (mgal)                       NAVD 88
 QO2072
 QO2072  VERT ORDER  -  SECOND    CLASS II
 QO2072
 QO2072.The horizontal coordinates were scaled from a topographic map and have
 QO2072.an estimated accuracy of +/- 6 seconds.
 QO2072
 QO2072.The orthometric height was determined by differential leveling
 QO2072.and adjusted by the National Geodetic Survey in June 1991..
 QO2072
 QO2072.The geoid height was determined by GEOID03.
 QO2072
 QO2072.The dynamic height is computed by dividing the NAVD 88
 QO2072.geopotential number by the normal gravity value computed on the
 QO2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2072.degrees latitude (g = 980.6199 gals.).
 QO2072
 QO2072.The modeled gravity was interpolated from observed gravity values.
 QO2072
 QO2072;                    North         East    Units  Estimated Accuracy
 QO2072;SPC MN S     -   325,510.      858,050.      MT  (+/- 180 meters Scaled)
 QO2072
 QO2072                          SUPERSEDED SURVEY CONTROL
 QO2072
 QO2072.No superseded survey control is available for this station.
 QO2072
 QO2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK792860(NAD 83)
 QO2072_MARKER: DB = BENCH MARK DISK
 QO2072_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2072_SP_SET: BRIDGE ABUTMENT
 QO2072_STAMPING: 2726 C 1979
 QO2072_MARK LOGO: MNDT  
 QO2072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2072
 QO2072  HISTORY     - Date     Condition        Report By
 QO2072  HISTORY     - 1979     MONUMENTED       MNDT
 QO2072  HISTORY     - 19940824 GOOD             USPSQD
 QO2072
 QO2072                          STATION DESCRIPTION
 QO2072
 QO2072'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2072'IN MINNEAPOLIS.
 QO2072'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SW 1/4 OF
 QO2072'SECTION 2, T29N, R24W, AT THE ST ANTHONY PARKWAY BRIDGE (NUMBER 5585)
 QO2072'OVER TRUNK HIGHWAY 47 (UNIVERSITY AVENUE), 2.9 MILES SOUTH ALONG
 QO2072'TRUNK HIGHWAY 47 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 694 IN
 QO2072'FRIDLEY.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO2072'STAMPED---2726 C 1979---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2072'SOUTHEAST CORNER ABUTMENT OF THE BRIDGE.  THE MARK IS AT TRUNK
 QO2072'HIGHWAY 47 MILEPOINT 4.8 AND OUTSIDE THE DECORATIVE CONCRETE RAILING.
 QO2072
 QO2072                          STATION RECOVERY (1994)
 QO2072
 QO2072'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO2072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2073 ***********************************************************************
 QO2073  DESIGNATION -  2726 C 1
 QO2073  PID         -  QO2073
 QO2073  STATE/COUNTY-  MN/HENNEPIN
 QO2073  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2073
 QO2073                         *CURRENT SURVEY CONTROL
 QO2073  ___________________________________________________________________
 QO2073* NAD 83(1986)-  45 01 38.     (N)    093 15 43.     (W)     SCALED    
 QO2073* NAVD 88     -       267.049  (meters)     876.14   (feet)  ADJUSTED  
 QO2073  ___________________________________________________________________
 QO2073  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 QO2073  DYNAMIC HT  -         267.043 (meters)     876.12  (feet)  COMP
 QO2073  MODELED GRAV-     980,587.4   (mgal)                       NAVD 88
 QO2073
 QO2073  VERT ORDER  -  SECOND    CLASS II
 QO2073
 QO2073.The horizontal coordinates were scaled from a topographic map and have
 QO2073.an estimated accuracy of +/- 6 seconds.
 QO2073
 QO2073.The orthometric height was determined by differential leveling
 QO2073.and adjusted by the National Geodetic Survey in June 1991..
 QO2073
 QO2073.The geoid height was determined by GEOID03.
 QO2073
 QO2073.The dynamic height is computed by dividing the NAVD 88
 QO2073.geopotential number by the normal gravity value computed on the
 QO2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2073.degrees latitude (g = 980.6199 gals.).
 QO2073
 QO2073.The modeled gravity was interpolated from observed gravity values.
 QO2073
 QO2073;                    North         East    Units  Estimated Accuracy
 QO2073;SPC MN S     -   325,510.      858,160.      MT  (+/- 180 meters Scaled)
 QO2073
 QO2073                          SUPERSEDED SURVEY CONTROL
 QO2073
 QO2073.No superseded survey control is available for this station.
 QO2073
 QO2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK793860(NAD 83)
 QO2073_MARKER: DB = BENCH MARK DISK
 QO2073_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 QO2073_SP_SET: BRIDGE WINGWALL
 QO2073_STAMPING: 2726 C 1 1979
 QO2073_MARK LOGO: MNDT  
 QO2073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2073
 QO2073  HISTORY     - Date     Condition        Report By
 QO2073  HISTORY     - 1979     MONUMENTED       MNDT
 QO2073  HISTORY     - 19940824 GOOD             USPSQD
 QO2073
 QO2073                          STATION DESCRIPTION
 QO2073
 QO2073'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2073'IN MINNEAPOLIS.
 QO2073'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SW 1/4 OF
 QO2073'SECTION 2, T29N, R24W, AT THE ST ANTHONY PARKWAY BRIDGE OVER THE
 QO2073'BURLINGTON NORTHERN RAILROAD, 2.9 MILES SOUTH ALONG TRUNK HIGHWAY 47
 QO2073'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 694 IN FRIDLEY TO ST
 QO2073'ANTHONY PARKWAY, THENCE WEST ON ST ANTHONY PARKWAY FOR 0.1 MILE TO
 QO2073'THE MARK ON THE LEFT.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2073'MONUMENT DISK STAMPED---2726 C 1 1979---, IS SET FLUSH IN A DRILL
 QO2073'HOLE IN THE TOP OF THE WINGWALL IN THE SOUTHEAST CORNER OF THE
 QO2073'BRIDGE.
 QO2073
 QO2073                          STATION RECOVERY (1994)
 QO2073
 QO2073'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO2073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2071 ***********************************************************************
 QO2071  DESIGNATION -  2726 C 2
 QO2071  PID         -  QO2071
 QO2071  STATE/COUNTY-  MN/HENNEPIN
 QO2071  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2071
 QO2071                         *CURRENT SURVEY CONTROL
 QO2071  ___________________________________________________________________
 QO2071* NAD 83(1986)-  45 01 38.     (N)    093 15 59.     (W)     SCALED    
 QO2071* NAVD 88     -       264.892  (meters)     869.07   (feet)  ADJUSTED  
 QO2071  ___________________________________________________________________
 QO2071  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 QO2071  DYNAMIC HT  -         264.887 (meters)     869.05  (feet)  COMP
 QO2071  MODELED GRAV-     980,588.4   (mgal)                       NAVD 88
 QO2071
 QO2071  VERT ORDER  -  SECOND    CLASS II
 QO2071
 QO2071.The horizontal coordinates were scaled from a topographic map and have
 QO2071.an estimated accuracy of +/- 6 seconds.
 QO2071
 QO2071.The orthometric height was determined by differential leveling
 QO2071.and adjusted by the National Geodetic Survey in June 1991..
 QO2071
 QO2071.The geoid height was determined by GEOID03.
 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     -   325,510.      857,810.      MT  (+/- 180 meters Scaled)
 QO2071
 QO2071                          SUPERSEDED SURVEY CONTROL
 QO2071
 QO2071.No superseded survey control is available for this station.
 QO2071
 QO2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK790860(NAD 83)
 QO2071_MARKER: DB = BENCH MARK DISK
 QO2071_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2071_SP_SET: BRIDGE SIDEWALK
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2070 ***********************************************************************
 QO2070  DESIGNATION -  2726 C 3
 QO2070  PID         -  QO2070
 QO2070  STATE/COUNTY-  MN/HENNEPIN
 QO2070  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2070
 QO2070                         *CURRENT SURVEY CONTROL
 QO2070  ___________________________________________________________________
 QO2070* NAD 83(1986)-  45 01 38.     (N)    093 16 08.     (W)     SCALED    
 QO2070* NAVD 88     -       264.713  (meters)     868.48   (feet)  ADJUSTED  
 QO2070  ___________________________________________________________________
 QO2070  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 QO2070  DYNAMIC HT  -         264.708 (meters)     868.46  (feet)  COMP
 QO2070  MODELED GRAV-     980,588.9   (mgal)                       NAVD 88
 QO2070
 QO2070  VERT ORDER  -  SECOND    CLASS II
 QO2070
 QO2070.The horizontal coordinates were scaled from a topographic map and have
 QO2070.an estimated accuracy of +/- 6 seconds.
 QO2070
 QO2070.The orthometric height was determined by differential leveling
 QO2070.and adjusted by the National Geodetic Survey in June 1991..
 QO2070
 QO2070.The geoid height was determined by GEOID03.
 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     -   325,510.      857,620.      MT  (+/- 180 meters Scaled)
 QO2070
 QO2070                          SUPERSEDED SURVEY CONTROL
 QO2070
 QO2070.No superseded survey control is available for this station.
 QO2070
 QO2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK788860(NAD 83)
 QO2070_MARKER: DB = BENCH MARK 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1285 ***********************************************************************
 PP1285  DESIGNATION -  2732 B
 PP1285  PID         -  PP1285
 PP1285  STATE/COUNTY-  MN/HENNEPIN
 PP1285  USGS QUAD   -  ST PAUL WEST (1993)
 PP1285
 PP1285                         *CURRENT SURVEY CONTROL
 PP1285  ___________________________________________________________________
 PP1285* NAD 83(1986)-  44 53 35.     (N)    093 11 01.     (W)     SCALED    
 PP1285* NAVD 88     -       246.039  (meters)     807.21   (feet)  ADJUSTED  
 PP1285  ___________________________________________________________________
 PP1285  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 PP1285  DYNAMIC HT  -         246.032 (meters)     807.19  (feet)  COMP
 PP1285  MODELED GRAV-     980,579.8   (mgal)                       NAVD 88
 PP1285
 PP1285  VERT ORDER  -  SECOND    CLASS 0
 PP1285
 PP1285.The horizontal coordinates were scaled from a topographic map and have
 PP1285.an estimated accuracy of +/- 6 seconds.
 PP1285
 PP1285.The orthometric height was determined by differential leveling
 PP1285.and adjusted by the National Geodetic Survey in June 1991..
 PP1285
 PP1285.The geoid height was determined by GEOID03.
 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     -   310,670.      864,490.      MT  (+/- 180 meters Scaled)
 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: 15TVK855710(NAD 83)
 PP1285_MARKER: DD = SURVEY DISK
 PP1285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1285_SP_SET: BRIDGE
 PP1285_STAMPING: 2732B 1970
 PP1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1285+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 PP1285
 PP1285  HISTORY     - Date     Condition        Report By
 PP1285  HISTORY     - 1970     MONUMENTED       MNDT
 PP1285  HISTORY     - 1990     GOOD             USPSQD
 PP1285  HISTORY     - 20041006 GOOD             USPSQD
 PP1285
 PP1285                          STATION DESCRIPTION
 PP1285
 PP1285'DESCRIBED BY MN DEPT OF TRANSP 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0499 ***********************************************************************
 QO0499  DESIGNATION -  273/2 BOLT
 QO0499  PID         -  QO0499
 QO0499  STATE/COUNTY-  MN/ANOKA
 QO0499  USGS QUAD   -  ANOKA (1993)
 QO0499
 QO0499                         *CURRENT SURVEY CONTROL
 QO0499  ___________________________________________________________________
 QO0499* NAD 83(1986)-  45 14 31.     (N)    093 29 38.     (W)     SCALED    
 QO0499* NAVD 88     -       268.178  (meters)     879.85   (feet)  ADJUSTED  
 QO0499  ___________________________________________________________________
 QO0499  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 QO0499  DYNAMIC HT  -         268.154 (meters)     879.77  (feet)  COMP
 QO0499  MODELED GRAV-     980,520.6   (mgal)                       NAVD 88
 QO0499
 QO0499  VERT ORDER  -  FIRST     CLASS I
 QO0499
 QO0499.The horizontal coordinates were scaled from a topographic map and have
 QO0499.an estimated accuracy of +/- 6 seconds.
 QO0499
 QO0499.The orthometric height was determined by differential leveling
 QO0499.and adjusted by the National Geodetic Survey in June 1991..
 QO0499
 QO0499.The geoid height was determined by GEOID03.
 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     -   349,240.      839,740.      MT  (+/- 180 meters Scaled)
 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: 15TVL612099(NAD 83)
 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 = OCTOBER  6, 2006
 QO0498 ***********************************************************************
 QO0498  DESIGNATION -  273/2 CAP
 QO0498  PID         -  QO0498
 QO0498  STATE/COUNTY-  MN/ANOKA
 QO0498  USGS QUAD   -  ANOKA (1993)
 QO0498
 QO0498                         *CURRENT SURVEY CONTROL
 QO0498  ___________________________________________________________________
 QO0498* NAD 83(1996)-  45 14 31.47576(N)    093 29 37.56563(W)     ADJUSTED  
 QO0498* NAVD 88     -       269.396  (meters)     883.84   (feet)  ADJUSTED  
 QO0498  ___________________________________________________________________
 QO0498  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 QO0498  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 QO0498  DYNAMIC HT  -         269.372 (meters)     883.76  (feet)  COMP
 QO0498  MODELED GRAV-     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
 QO0498.and adjusted by the National Geodetic Survey in June 1991..
 QO0498
 QO0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0498
 QO0498.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO0498;SPC MN S     -   349,252.321   839,746.310   MT  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     -   0.99996217  x   1.00000565  =   0.99996782
 QO0498!UTM  15      -   0.99996217  x   0.99961846  =   0.99958065
 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: 15TVL6124809961(NAD 83)
 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 = OCTOBER  6, 2006
 PP1279 ***********************************************************************
 PP1279  DESIGNATION -  2732 D 1
 PP1279  PID         -  PP1279
 PP1279  STATE/COUNTY-  MN/HENNEPIN
 PP1279  USGS QUAD   -  ST PAUL WEST (1993)
 PP1279
 PP1279                         *CURRENT SURVEY CONTROL
 PP1279  ___________________________________________________________________
 PP1279* NAD 83(1986)-  44 53 29.     (N)    093 11 05.     (W)     SCALED    
 PP1279* NAVD 88     -       249.841  (meters)     819.69   (feet)  ADJUSTED  
 PP1279  ___________________________________________________________________
 PP1279  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 PP1279  DYNAMIC HT  -         249.833 (meters)     819.66  (feet)  COMP
 PP1279  MODELED GRAV-     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
 PP1279.and adjusted by the National Geodetic Survey in June 1991..
 PP1279
 PP1279.The geoid height was determined by GEOID03.
 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     -   310,480.      864,400.      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: 15TVK854709(NAD 83)
 PP1279_MARKER: DD = SURVEY DISK
 PP1279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1279_SP_SET: BRIDGE
 PP1279_STAMPING: 2732 D1 1970
 PP1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1279+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 PP1279
 PP1279  HISTORY     - Date     Condition        Report By
 PP1279  HISTORY     - 1970     MONUMENTED       MNDT
 PP1279  HISTORY     - 1990     POOR             USPSQD
 PP1279  HISTORY     - 20041006 GOOD             USPSQD
 PP1279
 PP1279                          STATION DESCRIPTION
 PP1279
 PP1279'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1280 ***********************************************************************
 PP1280  DESIGNATION -  2732 D 2
 PP1280  PID         -  PP1280
 PP1280  STATE/COUNTY-  MN/HENNEPIN
 PP1280  USGS QUAD   -  ST PAUL WEST (1993)
 PP1280
 PP1280                         *CURRENT SURVEY CONTROL
 PP1280  ___________________________________________________________________
 PP1280* NAD 83(1986)-  44 53 33.     (N)    093 10 58.     (W)     SCALED    
 PP1280* NAVD 88     -       248.199  (meters)     814.30   (feet)  ADJUSTED  
 PP1280  ___________________________________________________________________
 PP1280  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 PP1280  DYNAMIC HT  -         248.191 (meters)     814.27  (feet)  COMP
 PP1280  MODELED GRAV-     980,579.8   (mgal)                       NAVD 88
 PP1280
 PP1280  VERT ORDER  -  SECOND    CLASS 0
 PP1280
 PP1280.The horizontal coordinates were scaled from a topographic map and have
 PP1280.an estimated accuracy of +/- 6 seconds.
 PP1280
 PP1280.The orthometric height was determined by differential leveling
 PP1280.and adjusted by the National Geodetic Survey in June 1991..
 PP1280
 PP1280.The geoid height was determined by GEOID03.
 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     -   310,600.      864,550.      MT  (+/- 180 meters Scaled)
 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: 15TVK855710(NAD 83)
 PP1280_MARKER: DD = SURVEY DISK
 PP1280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1280_SP_SET: BRIDGE
 PP1280_STAMPING: 2732 D2 1970
 PP1280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1280+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 PP1280
 PP1280  HISTORY     - Date     Condition        Report By
 PP1280  HISTORY     - 1970     MONUMENTED       MNDT
 PP1280  HISTORY     - 1990     POOR             USPSQD
 PP1280  HISTORY     - 20041006 GOOD             USPSQD
 PP1280
 PP1280                          STATION DESCRIPTION
 PP1280
 PP1280'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1281 ***********************************************************************
 PP1281  DESIGNATION -  2732 E 2
 PP1281  PID         -  PP1281
 PP1281  STATE/COUNTY-  MN/HENNEPIN
 PP1281  USGS QUAD   -  ST PAUL WEST (1993)
 PP1281
 PP1281                         *CURRENT SURVEY CONTROL
 PP1281  ___________________________________________________________________
 PP1281* NAD 83(1986)-  44 53 25.     (N)    093 11 08.     (W)     SCALED    
 PP1281* NAVD 88     -       252.646  (meters)     828.89   (feet)  ADJUSTED  
 PP1281  ___________________________________________________________________
 PP1281  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 PP1281  DYNAMIC HT  -         252.638 (meters)     828.86  (feet)  COMP
 PP1281  MODELED GRAV-     980,579.5   (mgal)                       NAVD 88
 PP1281
 PP1281  VERT ORDER  -  SECOND    CLASS 0
 PP1281
 PP1281.The horizontal coordinates were scaled from a topographic map and have
 PP1281.an estimated accuracy of +/- 6 seconds.
 PP1281
 PP1281.The orthometric height was determined by differential leveling
 PP1281.and adjusted by the National Geodetic Survey in June 1991..
 PP1281
 PP1281.The geoid height was determined by GEOID03.
 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     -   310,350.      864,330.      MT  (+/- 180 meters Scaled)
 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: 15TVK853707(NAD 83)
 PP1281_MARKER: DD = SURVEY DISK
 PP1281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1281_SP_SET: BRIDGE
 PP1281_STAMPING: 2732 E2 1970
 PP1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1281+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 PP1281
 PP1281  HISTORY     - Date     Condition        Report By
 PP1281  HISTORY     - 1970     MONUMENTED       MNDT
 PP1281  HISTORY     - 1990     GOOD             USPSQD
 PP1281  HISTORY     - 20041006 GOOD             USPSQD
 PP1281
 PP1281                          STATION DESCRIPTION
 PP1281
 PP1281'DESCRIBED BY MN DEPT OF TRANSP 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1273 ***********************************************************************
 PP1273  DESIGNATION -  2732 K
 PP1273  PID         -  PP1273
 PP1273  STATE/COUNTY-  MN/HENNEPIN
 PP1273  USGS QUAD   -  ST PAUL SW (1993)
 PP1273
 PP1273                         *CURRENT SURVEY CONTROL
 PP1273  ___________________________________________________________________
 PP1273* NAD 83(1986)-  44 52 14.     (N)    093 11 48.     (W)     SCALED    
 PP1273* NAVD 88     -       246.774  (meters)     809.62   (feet)  ADJUSTED  
 PP1273  ___________________________________________________________________
 PP1273  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 PP1273  DYNAMIC HT  -         246.766 (meters)     809.60  (feet)  COMP
 PP1273  MODELED GRAV-     980,577.3   (mgal)                       NAVD 88
 PP1273
 PP1273  VERT ORDER  -  SECOND    CLASS 0
 PP1273
 PP1273.The horizontal coordinates were scaled from a topographic map and have
 PP1273.an estimated accuracy of +/- 6 seconds.
 PP1273
 PP1273.The orthometric height was determined by differential leveling
 PP1273.and adjusted by the National Geodetic Survey in June 1991..
 PP1273
 PP1273.The geoid height was determined by GEOID03.
 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     -   308,150.      863,480.      MT  (+/- 180 meters Scaled)
 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: 15TVK844685(NAD 83)
 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: MNDT  
 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 - October 06, 2004
 PP1273
 PP1273  HISTORY     - Date     Condition        Report By
 PP1273  HISTORY     - 1970     MONUMENTED       MNDT
 PP1273  HISTORY     - 1971     GOOD             MNDT
 PP1273  HISTORY     - 19891219 GOOD             MNDT
 PP1273  HISTORY     - 1990     GOOD             USPSQD
 PP1273  HISTORY     - 20041006 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4415 ***********************************************************************
 AH4415  DESIGNATION -  2732 Q
 AH4415  PID         -  AH4415
 AH4415  STATE/COUNTY-  MN/HENNEPIN
 AH4415  USGS QUAD   -  ST PAUL WEST (1993)
 AH4415
 AH4415                         *CURRENT SURVEY CONTROL
 AH4415  ___________________________________________________________________
 AH4415* NAD 83(1986)-  44 52 40.     (N)    093 11 35.     (W)     SCALED    
 AH4415* NAVD 88     -       244.627  (meters)     802.58   (feet)  ADJUSTED  
 AH4415  ___________________________________________________________________
 AH4415  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AH4415  DYNAMIC HT  -         244.619 (meters)     802.55  (feet)  COMP
 AH4415  MODELED GRAV-     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 scaled from a topographic map and have
 AH4415.an estimated accuracy of +/- 6 seconds.
 AH4415
 AH4415.The orthometric height was determined by differential leveling
 AH4415.and adjusted by the National Geodetic Survey in June 2000..
 AH4415
 AH4415.The geoid height was determined by GEOID03.
 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     -   308,960.      863,760.      MT  (+/- 180 meters Scaled)
 AH4415
 AH4415                          SUPERSEDED SURVEY CONTROL
 AH4415
 AH4415.No superseded survey control is available for this station.
 AH4415
 AH4415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK847693(NAD 83)
 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 - October 06, 2004
 AH4415
 AH4415  HISTORY     - Date     Condition        Report By
 AH4415  HISTORY     - 1988     MONUMENTED       MNDT
 AH4415  HISTORY     - 20041006 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4416 ***********************************************************************
 AH4416  DESIGNATION -  2732 R
 AH4416  PID         -  AH4416
 AH4416  STATE/COUNTY-  MN/HENNEPIN
 AH4416  USGS QUAD   -  ST PAUL WEST (1993)
 AH4416
 AH4416                         *CURRENT SURVEY CONTROL
 AH4416  ___________________________________________________________________
 AH4416* NAD 83(1986)-  44 52 38.     (N)    093 11 35.     (W)     SCALED    
 AH4416* NAVD 88     -       250.973  (meters)     823.40   (feet)  ADJUSTED  
 AH4416  ___________________________________________________________________
 AH4416  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AH4416  DYNAMIC HT  -         250.965 (meters)     823.37  (feet)  COMP
 AH4416  MODELED GRAV-     980,578.1   (mgal)                       NAVD 88
 AH4416
 AH4416  VERT ORDER  -  SECOND    CLASS I
 AH4416
 AH4416.The horizontal coordinates were scaled from a topographic map and have
 AH4416.an estimated accuracy of +/- 6 seconds.
 AH4416
 AH4416.The orthometric height was determined by differential leveling
 AH4416.and adjusted by the National Geodetic Survey in June 2000..
 AH4416
 AH4416.The geoid height was determined by GEOID03.
 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     -   308,900.      863,760.      MT  (+/- 180 meters Scaled)
 AH4416
 AH4416                          SUPERSEDED SURVEY CONTROL
 AH4416
 AH4416.No superseded survey control is available for this station.
 AH4416
 AH4416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK847693(NAD 83)
 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 - October 06, 2004
 AH4416
 AH4416  HISTORY     - Date     Condition        Report By
 AH4416  HISTORY     - 1988     MONUMENTED       MNDT
 AH4416  HISTORY     - 20041006 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1421 ***********************************************************************
 PP1421  DESIGNATION -  2733 C
 PP1421  PID         -  PP1421
 PP1421  STATE/COUNTY-  MN/HENNEPIN
 PP1421  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1421
 PP1421                         *CURRENT SURVEY CONTROL
 PP1421  ___________________________________________________________________
 PP1421* NAD 83(1986)-  44 52 36.     (N)    093 21 00.     (W)     SCALED    
 PP1421* NAVD 88     -       259.842  (meters)     852.50   (feet)  ADJUSTED  
 PP1421  ___________________________________________________________________
 PP1421  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 PP1421  DYNAMIC HT  -         259.834 (meters)     852.47  (feet)  COMP
 PP1421  MODELED GRAV-     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
 PP1421.and adjusted by the National Geodetic Survey in June 1991..
 PP1421
 PP1421.The geoid height was determined by GEOID03.
 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     -   308,730.      851,360.      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: 15TVK723693(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3053 ***********************************************************************
 AE3053  DESIGNATION -  2733 K
 AE3053  PID         -  AE3053
 AE3053  STATE/COUNTY-  MN/HENNEPIN
 AE3053  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 AE3053
 AE3053                         *CURRENT SURVEY CONTROL
 AE3053  ___________________________________________________________________
 AE3053* NAD 83(1986)-  44 53 22.     (N)    093 20 59.     (W)     SCALED    
 AE3053* NAVD 88     -       284.711  (meters)     934.09   (feet)  ADJUSTED  
 AE3053  ___________________________________________________________________
 AE3053  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AE3053  DYNAMIC HT  -         284.703 (meters)     934.06  (feet)  COMP
 AE3053  MODELED GRAV-     980,580.0   (mgal)                       NAVD 88
 AE3053
 AE3053  VERT ORDER  -  SECOND    CLASS II
 AE3053
 AE3053.The horizontal coordinates were scaled from a topographic map and have
 AE3053.an estimated accuracy of +/- 6 seconds.
 AE3053
 AE3053.The orthometric height was determined by differential leveling
 AE3053.and adjusted by the National Geodetic Survey in November 1999..
 AE3053
 AE3053.The geoid height was determined by GEOID03.
 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     -   310,150.      851,370.      MT  (+/- 180 meters Scaled)
 AE3053
 AE3053                          SUPERSEDED SURVEY CONTROL
 AE3053
 AE3053.No superseded survey control is available for this station.
 AE3053
 AE3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK723707(NAD 83)
 AE3053_MARKER: DB = BENCH MARK DISK
 AE3053_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3053_STAMPING: 2733 K 1979
 AE3053_MARK LOGO: MNDT  
 AE3053_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3053
 AE3053  HISTORY     - Date     Condition        Report By
 AE3053  HISTORY     - 1979     MONUMENTED       MNDT
 AE3053  HISTORY     - 1980     GOOD             MNDT
 AE3053
 AE3053                          STATION DESCRIPTION
 AE3053
 AE3053'DESCRIBED BY MN DEPT OF TRANSP 1979 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7111 ***********************************************************************
 AE7111  DESIGNATION -  2733 L
 AE7111  PID         -  AE7111
 AE7111  STATE/COUNTY-  MN/HENNEPIN
 AE7111  USGS QUAD   -  BLOOMINGTON (1997)
 AE7111
 AE7111                         *CURRENT SURVEY CONTROL
 AE7111  ___________________________________________________________________
 AE7111* NAD 83(1986)-  44 51 52.     (N)    093 21 01.     (W)     SCALED    
 AE7111* NAVD 88     -       257.479  (meters)     844.75   (feet)  ADJUSTED  
 AE7111  ___________________________________________________________________
 AE7111  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AE7111  DYNAMIC HT  -         257.472 (meters)     844.72  (feet)  COMP
 AE7111  MODELED GRAV-     980,581.3   (mgal)                       NAVD 88
 AE7111
 AE7111  VERT ORDER  -  SECOND    CLASS II
 AE7111
 AE7111.The horizontal coordinates were scaled from a topographic map and have
 AE7111.an estimated accuracy of +/- 6 seconds.
 AE7111
 AE7111.The orthometric height was determined by differential leveling
 AE7111.and adjusted by the National Geodetic Survey in November 1999..
 AE7111
 AE7111.The geoid height was determined by GEOID03.
 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     -   307,370.      851,350.      MT  (+/- 180 meters Scaled)
 AE7111
 AE7111                          SUPERSEDED SURVEY CONTROL
 AE7111
 AE7111.No superseded survey control is available for this station.
 AE7111
 AE7111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK723679(NAD 83)
 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 - June 14, 2005
 AE7111
 AE7111  HISTORY     - Date     Condition        Report By
 AE7111  HISTORY     - 1980     MONUMENTED       MNDT
 AE7111  HISTORY     - 20050614 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7112 ***********************************************************************
 AE7112  DESIGNATION -  2733 M
 AE7112  PID         -  AE7112
 AE7112  STATE/COUNTY-  MN/HENNEPIN
 AE7112  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 AE7112
 AE7112                         *CURRENT SURVEY CONTROL
 AE7112  ___________________________________________________________________
 AE7112* NAD 83(1986)-  44 52 34.     (N)    093 21 01.     (W)     SCALED    
 AE7112* NAVD 88     -       264.565  (meters)     867.99   (feet)  ADJUSTED  
 AE7112  ___________________________________________________________________
 AE7112  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AE7112  DYNAMIC HT  -         264.557 (meters)     867.97  (feet)  COMP
 AE7112  MODELED GRAV-     980,580.6   (mgal)                       NAVD 88
 AE7112
 AE7112  VERT ORDER  -  SECOND    CLASS II
 AE7112
 AE7112.The horizontal coordinates were scaled from a topographic map and have
 AE7112.an estimated accuracy of +/- 6 seconds.
 AE7112
 AE7112.The orthometric height was determined by differential leveling
 AE7112.and adjusted by the National Geodetic Survey in November 1999..
 AE7112
 AE7112.The geoid height was determined by GEOID03.
 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     -   308,660.      851,340.      MT  (+/- 180 meters Scaled)
 AE7112
 AE7112                          SUPERSEDED SURVEY CONTROL
 AE7112
 AE7112.No superseded survey control is available for this station.
 AE7112
 AE7112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK723692(NAD 83)
 AE7112_MARKER: DB = BENCH MARK DISK
 AE7112_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE7112_STAMPING: 2733 M 1980
 AE7112_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE7112
 AE7112  HISTORY     - Date     Condition        Report By
 AE7112  HISTORY     - 1980     MONUMENTED       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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8263 ***********************************************************************
 DE8263  DESIGNATION -  2735 AA
 DE8263  PID         -  DE8263
 DE8263  STATE/COUNTY-  MN/HENNEPIN
 DE8263  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DE8263
 DE8263                         *CURRENT SURVEY CONTROL
 DE8263  ___________________________________________________________________
 DE8263* NAD 83(1986)-  44 59 09.     (N)    093 20 55.     (W)     SCALED    
 DE8263* NAVD 88     -       267.194  (meters)     876.62   (feet)  ADJUSTED  
 DE8263  ___________________________________________________________________
 DE8263  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DE8263  DYNAMIC HT  -         267.190 (meters)     876.61  (feet)  COMP
 DE8263  MODELED GRAV-     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
 DE8263.and adjusted by the National Geodetic Survey in August 2004..
 DE8263
 DE8263.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE8265 ***********************************************************************
 DE8265  DESIGNATION -  2735 AC
 DE8265  PID         -  DE8265
 DE8265  STATE/COUNTY-  MN/HENNEPIN
 DE8265  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DE8265
 DE8265                         *CURRENT SURVEY CONTROL
 DE8265  ___________________________________________________________________
 DE8265* NAD 83(1986)-  45 00 31.     (N)    093 20 58.     (W)     SCALED    
 DE8265* NAVD 88     -       259.076  (meters)     849.99   (feet)  ADJUSTED  
 DE8265  ___________________________________________________________________
 DE8265  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DE8265  DYNAMIC HT  -         259.072 (meters)     849.97  (feet)  COMP
 DE8265  MODELED GRAV-     980,593.5   (mgal)                       NAVD 88
 DE8265
 DE8265  VERT ORDER  -  SECOND    CLASS I
 DE8265
 DE8265.The horizontal coordinates were scaled from a topographic map and have
 DE8265.an estimated accuracy of +/- 6 seconds.
 DE8265
 DE8265.The orthometric height was determined by differential leveling
 DE8265.and adjusted by the National Geodetic Survey in August 2004..
 DE8265
 DE8265.The geoid height was determined by GEOID03.
 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     -   323,390.      851,280.      MT  (+/- 180 meters Scaled)
 DE8265
 DE8265                          SUPERSEDED SURVEY CONTROL
 DE8265
 DE8265.No superseded survey control is available for this station.
 DE8265
 DE8265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK724839(NAD 83)
 DE8265_MARKER: DD = SURVEY DISK
 DE8265_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE8265_SP_SET: BOX CULVERT HEADWALL
 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 SUITABLE FOR
 DE8265+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE8265
 DE8265  HISTORY     - Date     Condition        Report By
 DE8265  HISTORY     - 1998     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8266 ***********************************************************************
 DE8266  DESIGNATION -  2735 AD
 DE8266  PID         -  DE8266
 DE8266  STATE/COUNTY-  MN/HENNEPIN
 DE8266  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DE8266
 DE8266                         *CURRENT SURVEY CONTROL
 DE8266  ___________________________________________________________________
 DE8266* NAD 83(1986)-  45 00 49.     (N)    093 20 55.     (W)     SCALED    
 DE8266* NAVD 88     -       261.824  (meters)     859.00   (feet)  ADJUSTED  
 DE8266  ___________________________________________________________________
 DE8266  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DE8266  DYNAMIC HT  -         261.820 (meters)     858.99  (feet)  COMP
 DE8266  MODELED GRAV-     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
 DE8266.and adjusted by the National Geodetic Survey in August 2004..
 DE8266
 DE8266.The geoid height was determined by GEOID03.
 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_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 - 1998
 DE8266_ROD/PIPE-DEPTH:  3.7 meters
 DE8266
 DE8266  HISTORY     - Date     Condition        Report By
 DE8266  HISTORY     - 1998     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8267 ***********************************************************************
 DE8267  DESIGNATION -  2735 AE
 DE8267  PID         -  DE8267
 DE8267  STATE/COUNTY-  MN/HENNEPIN
 DE8267  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DE8267
 DE8267                         *CURRENT SURVEY CONTROL
 DE8267  ___________________________________________________________________
 DE8267* NAD 83(1986)-  45 01 35.     (N)    093 20 51.     (W)     SCALED    
 DE8267* NAVD 88     -       266.092  (meters)     873.00   (feet)  ADJUSTED  
 DE8267  ___________________________________________________________________
 DE8267  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DE8267  DYNAMIC HT  -         266.088 (meters)     872.99  (feet)  COMP
 DE8267  MODELED GRAV-     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
 DE8267.and adjusted by the National Geodetic Survey in August 2004..
 DE8267
 DE8267.The geoid height was determined by GEOID03.
 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_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 - 1998
 DE8267_ROD/PIPE-DEPTH: 15.2 meters
 DE8267
 DE8267  HISTORY     - Date     Condition        Report By
 DE8267  HISTORY     - 1998     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8268 ***********************************************************************
 DE8268  DESIGNATION -  2735 AF
 DE8268  PID         -  DE8268
 DE8268  STATE/COUNTY-  MN/HENNEPIN
 DE8268  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DE8268
 DE8268                         *CURRENT SURVEY CONTROL
 DE8268  ___________________________________________________________________
 DE8268* NAD 83(1986)-  45 02 05.     (N)    093 20 32.     (W)     SCALED    
 DE8268* NAVD 88     -       263.852  (meters)     865.65   (feet)  ADJUSTED  
 DE8268  ___________________________________________________________________
 DE8268  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DE8268  DYNAMIC HT  -         263.849 (meters)     865.64  (feet)  COMP
 DE8268  MODELED GRAV-     980,595.6   (mgal)                       NAVD 88
 DE8268
 DE8268  VERT ORDER  -  SECOND    CLASS I
 DE8268
 DE8268.The horizontal coordinates were scaled from a topographic map and have
 DE8268.an estimated accuracy of +/- 6 seconds.
 DE8268
 DE8268.The orthometric height was determined by differential leveling
 DE8268.and adjusted by the National Geodetic Survey in August 2004..
 DE8268
 DE8268.The geoid height was determined by GEOID03.
 DE8268
 DE8268.The dynamic height is computed by dividing the NAVD 88
 DE8268.geopotential number by the normal gravity value computed on the
 DE8268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8268.degrees latitude (g = 980.6199 gals.).
 DE8268
 DE8268.The modeled gravity was interpolated from observed gravity values.
 DE8268
 DE8268;                    North         East    Units  Estimated Accuracy
 DE8268;SPC MN S     -   326,290.      851,830.      MT  (+/- 180 meters Scaled)
 DE8268
 DE8268                          SUPERSEDED SURVEY CONTROL
 DE8268
 DE8268.No superseded survey control is available for this station.
 DE8268
 DE8268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK730868(NAD 83)
 DE8268_MARKER: DD = SURVEY DISK
 DE8268_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8268_STAMPING: 2735 AF
 DE8268_MARK LOGO: MNDT  
 DE8268_PROJECTION: RECESSED 3 CENTIMETERS
 DE8268_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8268+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE8268_ROD/PIPE-DEPTH: 24.4 meters
 DE8268
 DE8268  HISTORY     - Date     Condition        Report By
 DE8268  HISTORY     - 1998     MONUMENTED       MNDT
 DE8268
 DE8268                          STATION DESCRIPTION
 DE8268
 DE8268'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8268'IN ROBBINSDALE, SE QUADRANT OF TH 100 AND CO RD 81, AT TH 100 MP 12.5,
 DE8268'175.1 FT (53.4 M) SW OF EASTBOUND CO RD 81, 500 FT (152.4 M) SE OF TH
 DE8268'100, 73.0 FT (22.3 M) NNE OF FRONTAGE RD, 15.9 FT (4.8 M) WSW OF
 DE8268'BASSWOOD TREE, 2.8 FT (0.9 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1513 ***********************************************************************
 PP1513  DESIGNATION -  2735 C
 PP1513  PID         -  PP1513
 PP1513  STATE/COUNTY-  MN/HENNEPIN
 PP1513  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1513
 PP1513                         *CURRENT SURVEY CONTROL
 PP1513  ___________________________________________________________________
 PP1513* NAD 83(1986)-  44 58 50.     (N)    093 20 51.     (W)     SCALED    
 PP1513* NAVD 88     -       267.456  (meters)     877.48   (feet)  ADJUSTED  
 PP1513  ___________________________________________________________________
 PP1513  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 PP1513  DYNAMIC HT  -         267.451 (meters)     877.46  (feet)  COMP
 PP1513  MODELED GRAV-     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
 PP1513.and adjusted by the National Geodetic Survey in June 1991..
 PP1513.WARNING-Repeat measurements at this control monument indicate possible
 PP1513.vertical movement.
 PP1513
 PP1513.The geoid height was determined by GEOID03.
 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     -   320,270.      851,460.      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: 15TVK726808(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 PP1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1513
 PP1513  HISTORY     - Date     Condition        Report By
 PP1513  HISTORY     - 1972     MONUMENTED       MNDT
 PP1513  HISTORY     - 1979     GOOD             MNDT
 PP1513  HISTORY     - 1987     GOOD             USPSQD
 PP1513  HISTORY     - 19980604 GOOD             MNDT
 PP1513
 PP1513                          STATION DESCRIPTION
 PP1513
 PP1513'DESCRIBED BY MN DEPT OF TRANSP 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 (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 = OCTOBER  6, 2006
 QO0830 ***********************************************************************
 QO0830  DESIGNATION -  2735 D 2
 QO0830  PID         -  QO0830
 QO0830  STATE/COUNTY-  MN/HENNEPIN
 QO0830  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0830
 QO0830                         *CURRENT SURVEY CONTROL
 QO0830  ___________________________________________________________________
 QO0830* NAD 83(1986)-  45 00 06.     (N)    093 21 01.     (W)     SCALED    
 QO0830* NAVD 88     -       269.912  (meters)     885.54   (feet)  ADJUSTED  
 QO0830  ___________________________________________________________________
 QO0830  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 QO0830  DYNAMIC HT  -         269.908 (meters)     885.52  (feet)  COMP
 QO0830  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 QO0830
 QO0830  VERT ORDER  -  SECOND    CLASS I
 QO0830
 QO0830.The horizontal coordinates were scaled from a topographic map and have
 QO0830.an estimated accuracy of +/- 6 seconds.
 QO0830
 QO0830.The orthometric height was determined by differential leveling
 QO0830.and adjusted by the National Geodetic Survey in June 1991..
 QO0830
 QO0830.The geoid height was determined by GEOID03.
 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     -   322,620.      851,220.      MT  (+/- 180 meters Scaled)
 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: 15TVK723831(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0830+STABILITY: SURFACE MOTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5366 ***********************************************************************
 AE5366  DESIGNATION -  2735 G
 AE5366  PID         -  AE5366
 AE5366  STATE/COUNTY-  MN/HENNEPIN
 AE5366  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 AE5366
 AE5366                         *CURRENT SURVEY CONTROL
 AE5366  ___________________________________________________________________
 AE5366* NAD 83(1986)-  44 56 39.     (N)    093 20 52.     (W)     SCALED    
 AE5366* NAVD 88     -       275.297  (meters)     903.20   (feet)  ADJUSTED  
 AE5366  ___________________________________________________________________
 AE5366  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AE5366  DYNAMIC HT  -         275.290 (meters)     903.18  (feet)  COMP
 AE5366  MODELED GRAV-     980,582.5   (mgal)                       NAVD 88
 AE5366
 AE5366  VERT ORDER  -  SECOND    CLASS II
 AE5366
 AE5366.The horizontal coordinates were scaled from a topographic map and have
 AE5366.an estimated accuracy of +/- 6 seconds.
 AE5366
 AE5366.The orthometric height was determined by differential leveling
 AE5366.and adjusted by the National Geodetic Survey in November 1999..
 AE5366.No vertical observational check was made to the station.
 AE5366
 AE5366.The geoid height was determined by GEOID03.
 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     -   316,230.      851,470.      MT  (+/- 180 meters Scaled)
 AE5366
 AE5366                          SUPERSEDED SURVEY CONTROL
 AE5366
 AE5366.No superseded survey control is available for this station.
 AE5366
 AE5366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK725768(NAD 83)
 AE5366_MARKER: Z = SEE DESCRIPTION
 AE5366_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE5366_STAMPING: 2735 G 1976
 AE5366_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5366+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2003
 AE5366
 AE5366  HISTORY     - Date     Condition        Report By
 AE5366  HISTORY     - 1976     MONUMENTED       MNDT
 AE5366  HISTORY     - 20031019 GOOD             USPSQD
 AE5366  HISTORY     - 20031101 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1286 ***********************************************************************
 QO1286  DESIGNATION -  2738 C
 QO1286  PID         -  QO1286
 QO1286  STATE/COUNTY-  MN/HENNEPIN
 QO1286  USGS QUAD   -  ROGERS (1993)
 QO1286
 QO1286                         *CURRENT SURVEY CONTROL
 QO1286  ___________________________________________________________________
 QO1286* NAD 83(1996)-  45 13 09.10041(N)    093 33 07.22453(W)     ADJUSTED  
 QO1286* NAVD 88     -       270.183  (meters)     886.43   (feet)  ADJUSTED  
 QO1286  ___________________________________________________________________
 QO1286  X           -    -278,826.490 (meters)                     COMP
 QO1286  Y           -  -4,491,857.837 (meters)                     COMP
 QO1286  Z           -   4,504,712.348 (meters)                     COMP
 QO1286  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 QO1286  ELLIP HEIGHT-         242.10  (meters)          (01/02/04) GPS OBS
 QO1286  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 QO1286  DYNAMIC HT  -         270.158 (meters)     886.34  (feet)  COMP
 QO1286  MODELED GRAV-     980,516.4   (mgal)                       NAVD 88
 QO1286
 QO1286  HORZ ORDER  -  FIRST
 QO1286  VERT ORDER  -  SECOND    CLASS I
 QO1286  ELLP ORDER  -  THIRD     CLASS I
 QO1286
 QO1286.The horizontal coordinates were established by GPS observations
 QO1286.and adjusted by the MN DEPT OF TRANSP in January 2004..
 QO1286
 QO1286.The orthometric height was determined by differential leveling
 QO1286.and adjusted by the National Geodetic Survey in June 1991..
 QO1286
 QO1286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1286
 QO1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1286
 QO1286.The ellipsoidal height was determined by GPS observations
 QO1286.and is referenced to NAD 83.
 QO1286
 QO1286.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1286;SPC MN S     -   346,682.637   835,187.749   MT  1.00000055   +0 18 50.4
 QO1286;UTM  15      - 5,007,448.801   456,659.626   MT  0.99962310   -0 23 30.6
 QO1286
 QO1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1286!SPC MN S     -   0.99996204  x   1.00000055  =   0.99996259
 QO1286!UTM  15      -   0.99996204  x   0.99962310  =   0.99958516
 QO1286
 QO1286:                Primary Azimuth Mark                     Grid Az
 QO1286:SPC MN S     -  2738 E                                   189 35 10.3
 QO1286:UTM  15      -  2738 E                                   190 17 31.3
 QO1286
 QO1286|---------------------------------------------------------------------|
 QO1286| PID    Reference Object                     Distance      Geod. Az  |
 QO1286|                                                           dddmmss.s |
 QO1286| DF9430 2738 E                              APPROX. 1.0 KM 1895400.7 |
 QO1286|---------------------------------------------------------------------|
 QO1286
 QO1286                          SUPERSEDED SURVEY CONTROL
 QO1286
 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: 15TVL5666007449(NAD 83)
 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: I = MARKER IS A STEEL ROD
 QO1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1286+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1287 ***********************************************************************
 QO1287  DESIGNATION -  2738 D
 QO1287  PID         -  QO1287
 QO1287  STATE/COUNTY-  MN/HENNEPIN
 QO1287  USGS QUAD   -  ROGERS (1993)
 QO1287
 QO1287                         *CURRENT SURVEY CONTROL
 QO1287  ___________________________________________________________________
 QO1287* NAD 83(1986)-  45 13 36.     (N)    093 33 07.     (W)     SCALED    
 QO1287* NAVD 88     -       266.670  (meters)     874.90   (feet)  ADJUSTED  
 QO1287  ___________________________________________________________________
 QO1287  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 QO1287  DYNAMIC HT  -         266.645 (meters)     874.82  (feet)  COMP
 QO1287  MODELED GRAV-     980,517.3   (mgal)                       NAVD 88
 QO1287
 QO1287  VERT ORDER  -  SECOND    CLASS I
 QO1287
 QO1287.The horizontal coordinates were scaled from a topographic map and have
 QO1287.an estimated accuracy of +/- 6 seconds.
 QO1287
 QO1287.The orthometric height was determined by differential leveling
 QO1287.and adjusted by the National Geodetic Survey in June 1991..
 QO1287
 QO1287.The geoid height was determined by GEOID03.
 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     -   347,510.      835,190.      MT  (+/- 180 meters Scaled)
 QO1287
 QO1287                          SUPERSEDED SURVEY CONTROL
 QO1287
 QO1287.No superseded survey control is available for this station.
 QO1287
 QO1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL566082(NAD 83)
 QO1287_MARKER: DB = BENCH MARK DISK
 QO1287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO1287_SP_SET: BRIDGE
 QO1287_STAMPING: 2738 D 1978
 QO1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1287
 QO1287  HISTORY     - Date     Condition        Report By
 QO1287  HISTORY     - 1978     MONUMENTED       MNDT
 QO1287  HISTORY     - 20051112 GOOD             USPSQD
 QO1287
 QO1287                          STATION DESCRIPTION
 QO1287
 QO1287'DESCRIBED BY MN DEPT OF TRANSP 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 (2005)
 QO1287
 QO1287'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO1287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9430 ***********************************************************************
 DF9430  DESIGNATION -  2738 E
 DF9430  PID         -  DF9430
 DF9430  STATE/COUNTY-  MN/HENNEPIN
 DF9430  USGS QUAD   -  ROGERS (1993)
 DF9430
 DF9430                         *CURRENT SURVEY CONTROL
 DF9430  ___________________________________________________________________
 DF9430* NAD 83(1996)-  45 12 36.85456(N)    093 33 15.18633(W)     ADJUSTED  
 DF9430* NAVD 88     -       276.90   (meters)     908.5    (feet)  LEVELING  
 DF9430  ___________________________________________________________________
 DF9430  X           -    -279,043.972 (meters)                     COMP
 DF9430  Y           -  -4,492,557.011 (meters)                     COMP
 DF9430  Z           -   4,504,015.848 (meters)                     COMP
 DF9430  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 DF9430  ELLIP HEIGHT-         248.84  (meters)          (01/02/04) GPS OBS
 DF9430  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DF9430
 DF9430  HORZ ORDER  -  FIRST
 DF9430  VERT ORDER  -  THIRD ?
 DF9430  ELLP ORDER  -  THIRD     CLASS I
 DF9430
 DF9430.The horizontal coordinates were established by GPS observations
 DF9430.and adjusted by the MN DEPT OF TRANSP in January 2004..
 DF9430
 DF9430.The orthometric height was determined by differential leveling.
 DF9430.The vertical network tie was performed by a horz. field party for horz.
 DF9430.obs reductions. Reset procedures were used to establish the elevation.
 DF9430
 DF9430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9430
 DF9430.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9430
 DF9430.The ellipsoidal height was determined by GPS observations
 DF9430.and is referenced to NAD 83.
 DF9430
 DF9430.The geoid height was determined by GEOID03.
 DF9430
 DF9430;                    North         East     Units Scale Factor Converg.
 DF9430;SPC MN S     -   345,686.238   835,019.468   MT  0.99999860   +0 18 44.9
 DF9430;UTM  15      - 5,006,454.924   456,479.152   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  =   0.99958429
 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.No superseded survey control is available for this station.
 DF9430
 DF9430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5647906455(NAD 83)
 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 3 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 - September 03, 2003
 DF9430_ROD/PIPE-DEPTH: 15.2 meters
 DF9430
 DF9430  HISTORY     - Date     Condition        Report By
 DF9430  HISTORY     - 2003     MONUMENTED       MNDT
 DF9430  HISTORY     - 20030903 GOOD             MNDT
 DF9430
 DF9430                          STATION DESCRIPTION
 DF9430
 DF9430'DESCRIBED 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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2389 ***********************************************************************
 QO2389  DESIGNATION -  2741 A
 QO2389  PID         -  QO2389
 QO2389  STATE/COUNTY-  MN/HENNEPIN
 QO2389  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2389
 QO2389                         *CURRENT SURVEY CONTROL
 QO2389  ___________________________________________________________________
 QO2389* NAD 83(1986)-  45 02 30.     (N)    093 19 03.     (W)     SCALED    
 QO2389* NAVD 88     -       270.009  (meters)     885.85   (feet)  ADJUSTED  
 QO2389  ___________________________________________________________________
 QO2389  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 QO2389  DYNAMIC HT  -         270.005 (meters)     885.84  (feet)  COMP
 QO2389  MODELED GRAV-     980,596.3   (mgal)                       NAVD 88
 QO2389
 QO2389  VERT ORDER  -  SECOND    CLASS II
 QO2389
 QO2389.The horizontal coordinates were scaled from a topographic map and have
 QO2389.an estimated accuracy of +/- 6 seconds.
 QO2389
 QO2389.The orthometric height was determined by differential leveling
 QO2389.and adjusted by the National Geodetic Survey in June 1995..
 QO2389
 QO2389.The geoid height was determined by GEOID03.
 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     -   327,080.      853,770.      MT  (+/- 180 meters Scaled)
 QO2389
 QO2389                          SUPERSEDED SURVEY CONTROL
 QO2389
 QO2389.No superseded survey control is available for this station.
 QO2389
 QO2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK749876(NAD 83)
 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: MNDT  
 QO2389_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2389
 QO2389  HISTORY     - Date     Condition        Report By
 QO2389  HISTORY     - 1979     MONUMENTED       MNDT
 QO2389
 QO2389                          STATION DESCRIPTION
 QO2389
 QO2389'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2390 ***********************************************************************
 QO2390  DESIGNATION -  2741 B
 QO2390  PID         -  QO2390
 QO2390  STATE/COUNTY-  MN/HENNEPIN
 QO2390  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2390
 QO2390                         *CURRENT SURVEY CONTROL
 QO2390  ___________________________________________________________________
 QO2390* NAD 83(1986)-  45 02 13.     (N)    093 18 39.     (W)     SCALED    
 QO2390* NAVD 88     -       261.549  (meters)     858.10   (feet)  ADJUSTED  
 QO2390  ___________________________________________________________________
 QO2390  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 QO2390  DYNAMIC HT  -         261.546 (meters)     858.09  (feet)  COMP
 QO2390  MODELED GRAV-     980,595.7   (mgal)                       NAVD 88
 QO2390
 QO2390  VERT ORDER  -  SECOND    CLASS II
 QO2390
 QO2390.The horizontal coordinates were scaled from a topographic map and have
 QO2390.an estimated accuracy of +/- 6 seconds.
 QO2390
 QO2390.The orthometric height was determined by differential leveling
 QO2390.and adjusted by the National Geodetic Survey in June 1995..
 QO2390
 QO2390.The geoid height was determined by GEOID03.
 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     -   326,560.      854,300.      MT  (+/- 180 meters Scaled)
 QO2390
 QO2390                          SUPERSEDED SURVEY CONTROL
 QO2390
 QO2390.No superseded survey control is available for this station.
 QO2390
 QO2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK755871(NAD 83)
 QO2390_MARKER: DV = VERTICAL CONTROL DISK
 QO2390_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2390+WITH SETTING: INTO GROUND
 QO2390_SP_SET: METAL ROD WITH BASE PLATE
 QO2390_STAMPING: 2741 B 1979
 QO2390_MARK LOGO: MNDT  
 QO2390_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2390+STABILITY: SURFACE MOTION
 QO2390
 QO2390  HISTORY     - Date     Condition        Report By
 QO2390  HISTORY     - 1979     MONUMENTED       MNDT
 QO2390
 QO2390                          STATION DESCRIPTION
 QO2390
 QO2390'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2392 ***********************************************************************
 QO2392  DESIGNATION -  2741 C
 QO2392  PID         -  QO2392
 QO2392  STATE/COUNTY-  MN/HENNEPIN
 QO2392  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2392
 QO2392                         *CURRENT SURVEY CONTROL
 QO2392  ___________________________________________________________________
 QO2392* NAD 83(1986)-  45 02 12.     (N)    093 17 35.     (W)     SCALED    
 QO2392* NAVD 88     -       255.765  (meters)     839.12   (feet)  ADJUSTED  
 QO2392  ___________________________________________________________________
 QO2392  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 QO2392  DYNAMIC HT  -         255.762 (meters)     839.11  (feet)  COMP
 QO2392  MODELED GRAV-     980,594.7   (mgal)                       NAVD 88
 QO2392
 QO2392  VERT ORDER  -  SECOND    CLASS II
 QO2392
 QO2392.The horizontal coordinates were scaled from a topographic map and have
 QO2392.an estimated accuracy of +/- 6 seconds.
 QO2392
 QO2392.The orthometric height was determined by differential leveling
 QO2392.and adjusted by the National Geodetic Survey in June 1995..
 QO2392
 QO2392.The geoid height was determined by GEOID03.
 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     -   326,540.      855,700.      MT  (+/- 180 meters Scaled)
 QO2392
 QO2392                          SUPERSEDED SURVEY CONTROL
 QO2392
 QO2392.No superseded survey control is available for this station.
 QO2392
 QO2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK769870(NAD 83)
 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: MNDT  
 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       MNDT
 QO2392
 QO2392                          STATION DESCRIPTION
 QO2392
 QO2392'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2380 ***********************************************************************
 QO2380  DESIGNATION -  2742 A
 QO2380  PID         -  QO2380
 QO2380  STATE/COUNTY-  MN/HENNEPIN
 QO2380  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2380
 QO2380                         *CURRENT SURVEY CONTROL
 QO2380  ___________________________________________________________________
 QO2380* NAD 83(1986)-  45 05 42.     (N)    093 21 29.     (W)     SCALED    
 QO2380* NAVD 88     -       266.160  (meters)     873.23   (feet)  ADJUSTED  
 QO2380  ___________________________________________________________________
 QO2380  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 QO2380  DYNAMIC HT  -         266.155 (meters)     873.21  (feet)  COMP
 QO2380  MODELED GRAV-     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
 QO2380.and adjusted by the National Geodetic Survey in June 1995..
 QO2380
 QO2380.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2381 ***********************************************************************
 QO2381  DESIGNATION -  2742 B
 QO2381  PID         -  QO2381
 QO2381  STATE/COUNTY-  MN/HENNEPIN
 QO2381  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2381
 QO2381                         *CURRENT SURVEY CONTROL
 QO2381  ___________________________________________________________________
 QO2381* NAD 83(1986)-  45 05 28.     (N)    093 21 06.     (W)     SCALED    
 QO2381* NAVD 88     -       265.024  (meters)     869.50   (feet)  ADJUSTED  
 QO2381  ___________________________________________________________________
 QO2381  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 QO2381  DYNAMIC HT  -         265.019 (meters)     869.48  (feet)  COMP
 QO2381  MODELED GRAV-     980,589.8   (mgal)                       NAVD 88
 QO2381
 QO2381  VERT ORDER  -  SECOND    CLASS II
 QO2381
 QO2381.The horizontal coordinates were scaled from a topographic map and have
 QO2381.an estimated accuracy of +/- 6 seconds.
 QO2381
 QO2381.The orthometric height was determined by differential leveling
 QO2381.and adjusted by the National Geodetic Survey in June 1995..
 QO2381
 QO2381.The geoid height was determined by GEOID03.
 QO2381
 QO2381.The dynamic height is computed by dividing the NAVD 88
 QO2381.geopotential number by the normal gravity value computed on the
 QO2381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2381.degrees latitude (g = 980.6199 gals.).
 QO2381
 QO2381.The modeled gravity was interpolated from observed gravity values.
 QO2381
 QO2381;                    North         East    Units  Estimated Accuracy
 QO2381;SPC MN S     -   332,550.      851,040.      MT  (+/- 180 meters Scaled)
 QO2381
 QO2381                          SUPERSEDED SURVEY CONTROL
 QO2381
 QO2381.No superseded survey control is available for this station.
 QO2381
 QO2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK723931(NAD 83)
 QO2381_MARKER: DV = VERTICAL CONTROL DISK
 QO2381_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO2381+WITH SETTING: PAVEMENT
 QO2381_SP_SET: CONCRETE BASE
 QO2381_STAMPING: 2742 B 1980
 QO2381_MARK LOGO: MNDT  
 QO2381_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2381+STABILITY: SURFACE MOTION
 QO2381
 QO2381  HISTORY     - Date     Condition        Report By
 QO2381  HISTORY     - 1980     MONUMENTED       MNDT
 QO2381
 QO2381                          STATION DESCRIPTION
 QO2381
 QO2381'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2381'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN PARK, IN THE NW 1/4 OF
 QO2381'SECTION 28, T119N, R21W, IN THE CONCRETE BASE OF A HOLIDAY SIGN IN
 QO2381'FRONT OF A HOLIDAY STATION STORE, 1.65 MI (2.66 KM) SOUTHEAST ALONG
 QO2381'TRUNK HIGHWAY 152 FROM ITS SOUTH JUCTION WITH TRUNK HIGHWAY 52 IN
 QO2381'BROOKLYN PARK.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2381'DISK STAMPED---2742 B 1980---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2381'EAST END OF THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2382 ***********************************************************************
 QO2382  DESIGNATION -  2742 C
 QO2382  PID         -  QO2382
 QO2382  STATE/COUNTY-  MN/HENNEPIN
 QO2382  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2382
 QO2382                         *CURRENT SURVEY CONTROL
 QO2382  ___________________________________________________________________
 QO2382* NAD 83(1986)-  45 05 22.     (N)    093 20 47.     (W)     SCALED    
 QO2382* NAVD 88     -       263.271  (meters)     863.75   (feet)  ADJUSTED  
 QO2382  ___________________________________________________________________
 QO2382  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 QO2382  DYNAMIC HT  -         263.266 (meters)     863.73  (feet)  COMP
 QO2382  MODELED GRAV-     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
 QO2382.and adjusted by the National Geodetic Survey in June 1995..
 QO2382
 QO2382.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0868 ***********************************************************************
 QO0868  DESIGNATION -  274/2 CAP
 QO0868  PID         -  QO0868
 QO0868  STATE/COUNTY-  MN/SHERBURNE
 QO0868  USGS QUAD   -  ELK RIVER (1993)
 QO0868
 QO0868                         *CURRENT SURVEY CONTROL
 QO0868  ___________________________________________________________________
 QO0868* NAD 83(1986)-  45 15 58.     (N)    093 32 47.     (W)     SCALED    
 QO0868* NAVD 88     -       271.061  (meters)     889.31   (feet)  ADJUSTED  
 QO0868  ___________________________________________________________________
 QO0868  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 QO0868  DYNAMIC HT  -         271.037 (meters)     889.23  (feet)  COMP
 QO0868  MODELED GRAV-     980,521.6   (mgal)                       NAVD 88
 QO0868
 QO0868  VERT ORDER  -  FIRST     CLASS I
 QO0868
 QO0868.The horizontal coordinates were scaled from a topographic map and have
 QO0868.an estimated accuracy of +/- 6 seconds.
 QO0868
 QO0868.The orthometric height was determined by differential leveling
 QO0868.and adjusted by the National Geodetic Survey in June 1991..
 QO0868
 QO0868.The geoid height was determined by GEOID03.
 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     -   351,900.      835,600.      MT  (+/- 180 meters Scaled)
 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: 15TVL571126(NAD 83)
 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 = OCTOBER  6, 2006
 QO2384 ***********************************************************************
 QO2384  DESIGNATION -  2742 E
 QO2384  PID         -  QO2384
 QO2384  STATE/COUNTY-  MN/HENNEPIN
 QO2384  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2384
 QO2384                         *CURRENT SURVEY CONTROL
 QO2384  ___________________________________________________________________
 QO2384* NAD 83(1986)-  45 04 18.     (N)    093 19 46.     (W)     SCALED    
 QO2384* NAVD 88     -       262.277  (meters)     860.49   (feet)  ADJUSTED  
 QO2384  ___________________________________________________________________
 QO2384  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 QO2384  DYNAMIC HT  -         262.273 (meters)     860.47  (feet)  COMP
 QO2384  MODELED GRAV-     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
 QO2384.and adjusted by the National Geodetic Survey in June 1995..
 QO2384
 QO2384.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 QO2384_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2384+WITH SETTING: INTO GROUND
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2385 ***********************************************************************
 QO2385  DESIGNATION -  2742 F
 QO2385  PID         -  QO2385
 QO2385  STATE/COUNTY-  MN/HENNEPIN
 QO2385  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2385
 QO2385                         *CURRENT SURVEY CONTROL
 QO2385  ___________________________________________________________________
 QO2385* NAD 83(1986)-  45 04 01.     (N)    093 19 36.     (W)     SCALED    
 QO2385* NAVD 88     -       262.555  (meters)     861.40   (feet)  ADJUSTED  
 QO2385  ___________________________________________________________________
 QO2385  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 QO2385  DYNAMIC HT  -         262.552 (meters)     861.39  (feet)  COMP
 QO2385  MODELED GRAV-     980,596.6   (mgal)                       NAVD 88
 QO2385
 QO2385  VERT ORDER  -  SECOND    CLASS II
 QO2385
 QO2385.The horizontal coordinates were scaled from a topographic map and have
 QO2385.an estimated accuracy of +/- 6 seconds.
 QO2385
 QO2385.The orthometric height was determined by differential leveling
 QO2385.and adjusted by the National Geodetic Survey in June 1995..
 QO2385
 QO2385.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QO2385;SPC MN S     -   329,890.      853,030.      MT  (+/- 180 meters Scaled)
 QO2385
 QO2385                          SUPERSEDED SURVEY CONTROL
 QO2385
 QO2385.No superseded survey control is available for this station.
 QO2385
 QO2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK742904(NAD 83)
 QO2385_MARKER: DV = VERTICAL CONTROL DISK
 QO2385_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO2385+WITH SETTING: PAVEMENT
 QO2385_SP_SET: CONCRETE BASE
 QO2385_STAMPING: 2742 F 1980
 QO2385_MARK LOGO: MNDT  
 QO2385_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2385+STABILITY: SURFACE MOTION
 QO2385
 QO2385  HISTORY     - Date     Condition        Report By
 QO2385  HISTORY     - 1980     MONUMENTED       MNDT
 QO2385
 QO2385                          STATION DESCRIPTION
 QO2385
 QO2385'DESCRIBED BY MN DEPT OF TRANSP 1980
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2386 ***********************************************************************
 QO2386  DESIGNATION -  2742 G
 QO2386  PID         -  QO2386
 QO2386  STATE/COUNTY-  MN/HENNEPIN
 QO2386  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2386
 QO2386                         *CURRENT SURVEY CONTROL
 QO2386  ___________________________________________________________________
 QO2386* NAD 83(1986)-  45 03 24.     (N)    093 19 26.     (W)     SCALED    
 QO2386* NAVD 88     -       262.005  (meters)     859.59   (feet)  ADJUSTED  
 QO2386  ___________________________________________________________________
 QO2386  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 QO2386  DYNAMIC HT  -         262.002 (meters)     859.58  (feet)  COMP
 QO2386  MODELED GRAV-     980,597.0   (mgal)                       NAVD 88
 QO2386
 QO2386  VERT ORDER  -  SECOND    CLASS II
 QO2386
 QO2386.The horizontal coordinates were scaled from a topographic map and have
 QO2386.an estimated accuracy of +/- 6 seconds.
 QO2386
 QO2386.The orthometric height was determined by differential leveling
 QO2386.and adjusted by the National Geodetic Survey in June 1995..
 QO2386
 QO2386.The geoid height was determined by GEOID03.
 QO2386
 QO2386.The dynamic height is computed by dividing the NAVD 88
 QO2386.geopotential number by the normal gravity value computed on the
 QO2386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2386.degrees latitude (g = 980.6199 gals.).
 QO2386
 QO2386.The modeled gravity was interpolated from observed gravity values.
 QO2386
 QO2386;                    North         East    Units  Estimated Accuracy
 QO2386;SPC MN S     -   328,740.      853,250.      MT  (+/- 180 meters Scaled)
 QO2386
 QO2386                          SUPERSEDED SURVEY CONTROL
 QO2386
 QO2386.No superseded survey control is available for this station.
 QO2386
 QO2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK744892(NAD 83)
 QO2386_MARKER: DV = VERTICAL CONTROL DISK
 QO2386_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO2386+WITH SETTING: PAVEMENT
 QO2386_SP_SET: CONCRETE BASE
 QO2386_STAMPING: 2742 G 1980
 QO2386_MARK LOGO: MNDT  
 QO2386_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2386+STABILITY: SURFACE MOTION
 QO2386
 QO2386  HISTORY     - Date     Condition        Report By
 QO2386  HISTORY     - 1980     MONUMENTED       MNDT
 QO2386
 QO2386                          STATION DESCRIPTION
 QO2386
 QO2386'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2386'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SE 1/4 OF
 QO2386'SECTION 3, T118N, R21W, IN THE TOP OF A CONCRETE BASE FOR A HAPPY
 QO2386'DRAGON SIGN BETWEEN 55TH AVENUE NORTH AND 56TH AVENUE NORTH, 0.35 MI
 QO2386'(0.56 KM) NORTH ALONG TRUNK HIGHWAY 152 FROM ITS JUNCTION WITH TRUNK
 QO2386'HIGHWAY 100 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL
 QO2386'CONTROL MONUMENT DISK STAMPED---2742 G 1980---, IS SET FLUSH IN A
 QO2386'DRILL HOLE IN THE EAST CONCRETE BASE FOR THE SIGN.  THE MARK IS 70 FT
 QO2386'(21.3 M) EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF TRUNK
 QO2386'HIGHWAY 152, 107 FT (32.6 M) NORTHEAST OF A FIRE HYDRANT, AND 60 FT
 QO2386'(18.3 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE STORY BRICK
 QO2386'RESTAURANT NAMED HAPPY DRAGON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2388 ***********************************************************************
 QO2388  DESIGNATION -  2742 H
 QO2388  PID         -  QO2388
 QO2388  STATE/COUNTY-  MN/HENNEPIN
 QO2388  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2388
 QO2388                         *CURRENT SURVEY CONTROL
 QO2388  ___________________________________________________________________
 QO2388* NAD 83(1986)-  45 02 46.     (N)    093 19 13.     (W)     SCALED    
 QO2388* NAVD 88     -       264.246  (meters)     866.95   (feet)  ADJUSTED  
 QO2388  ___________________________________________________________________
 QO2388  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 QO2388  DYNAMIC HT  -         264.242 (meters)     866.93  (feet)  COMP
 QO2388  MODELED GRAV-     980,596.7   (mgal)                       NAVD 88
 QO2388
 QO2388  VERT ORDER  -  SECOND    CLASS II
 QO2388
 QO2388.The horizontal coordinates were scaled from a topographic map and have
 QO2388.an estimated accuracy of +/- 6 seconds.
 QO2388
 QO2388.The orthometric height was determined by differential leveling
 QO2388.and adjusted by the National Geodetic Survey in June 1995..
 QO2388
 QO2388.The geoid height was determined by GEOID03.
 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     -   327,570.      853,550.      MT  (+/- 180 meters Scaled)
 QO2388
 QO2388                          SUPERSEDED SURVEY CONTROL
 QO2388
 QO2388.No superseded survey control is available for this station.
 QO2388
 QO2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK747881(NAD 83)
 QO2388_MARKER: DV = VERTICAL CONTROL DISK
 QO2388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO2388_SP_SET: CONCRETE MANHOLE
 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
 QO2388  HISTORY     - Date     Condition        Report By
 QO2388  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2387 ***********************************************************************
 QO2387  DESIGNATION -  2742 J
 QO2387  PID         -  QO2387
 QO2387  STATE/COUNTY-  MN/HENNEPIN
 QO2387  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2387
 QO2387                         *CURRENT SURVEY CONTROL
 QO2387  ___________________________________________________________________
 QO2387* NAD 83(1986)-  45 03 03.     (N)    093 19 19.     (W)     SCALED    
 QO2387* NAVD 88     -       264.512  (meters)     867.82   (feet)  ADJUSTED  
 QO2387  ___________________________________________________________________
 QO2387  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 QO2387  DYNAMIC HT  -         264.508 (meters)     867.81  (feet)  COMP
 QO2387  MODELED GRAV-     980,596.9   (mgal)                       NAVD 88
 QO2387
 QO2387  VERT ORDER  -  SECOND    CLASS I
 QO2387
 QO2387.The horizontal coordinates were scaled from a topographic map and have
 QO2387.an estimated accuracy of +/- 6 seconds.
 QO2387
 QO2387.The orthometric height was determined by differential leveling
 QO2387.and adjusted by the National Geodetic Survey in June 1995..
 QO2387
 QO2387.The geoid height was determined by GEOID03.
 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     -   328,100.      853,410.      MT  (+/- 180 meters Scaled)
 QO2387
 QO2387                          SUPERSEDED SURVEY CONTROL
 QO2387
 QO2387.No superseded survey control is available for this station.
 QO2387
 QO2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK746886(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 QO2387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2387
 QO2387  HISTORY     - Date     Condition        Report By
 QO2387  HISTORY     - 1980     MONUMENTED       MNDT
 QO2387  HISTORY     - 19980604 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0518 ***********************************************************************
 QO0518  DESIGNATION -  2743 AA
 QO0518  PID         -  QO0518
 QO0518  STATE/COUNTY-  MN/HENNEPIN
 QO0518  USGS QUAD   -  ANOKA (1993)
 QO0518
 QO0518                         *CURRENT SURVEY CONTROL
 QO0518  ___________________________________________________________________
 QO0518* NAD 83(1986)-  45 07 37.     (N)    093 26 03.     (W)     SCALED    
 QO0518* NAVD 88     -       275.261  (meters)     903.09   (feet)  ADJUSTED  
 QO0518  ___________________________________________________________________
 QO0518  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 QO0518  DYNAMIC HT  -         275.246 (meters)     903.04  (feet)  COMP
 QO0518  MODELED GRAV-     980,555.2   (mgal)                       NAVD 88
 QO0518
 QO0518  VERT ORDER  -  SECOND    CLASS 0
 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
 QO0518.and adjusted by the National Geodetic Survey in June 1991..
 QO0518
 QO0518.The geoid height was determined by GEOID03.
 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_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: MNDT  
 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 18, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1021 ***********************************************************************
 QO1021  DESIGNATION -  2743 H
 QO1021  PID         -  QO1021
 QO1021  STATE/COUNTY-  MN/HENNEPIN
 QO1021  USGS QUAD   -  ROGERS (1993)
 QO1021
 QO1021                         *CURRENT SURVEY CONTROL
 QO1021  ___________________________________________________________________
 QO1021* NAD 83(1986)-  45 11 22.     (N)    093 32 47.     (W)     SCALED    
 QO1021* NAVD 88     -       293.097  (meters)     961.60   (feet)  ADJUSTED  
 QO1021  ___________________________________________________________________
 QO1021  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 QO1021  DYNAMIC HT  -         293.069 (meters)     961.51  (feet)  COMP
 QO1021  MODELED GRAV-     980,514.2   (mgal)                       NAVD 88
 QO1021
 QO1021  VERT ORDER  -  SECOND    CLASS 0
 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
 QO1021.and adjusted by the National Geodetic Survey in June 1991..
 QO1021
 QO1021.The geoid height was determined by GEOID03.
 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     -   343,380.      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: 15TVL570041(NAD 83)
 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: MNDT  
 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 - August 27, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1022 ***********************************************************************
 QO1022  DESIGNATION -  2743 J
 QO1022  PID         -  QO1022
 QO1022  STATE/COUNTY-  MN/HENNEPIN
 QO1022  USGS QUAD   -  ROGERS (1993)
 QO1022
 QO1022                         *CURRENT SURVEY CONTROL
 QO1022  ___________________________________________________________________
 QO1022* NAD 83(1986)-  45 11 02.     (N)    093 32 25.     (W)     SCALED    
 QO1022* NAVD 88     -       297.787  (meters)     976.99   (feet)  ADJUSTED  
 QO1022  ___________________________________________________________________
 QO1022  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 QO1022  DYNAMIC HT  -         297.759 (meters)     976.90  (feet)  COMP
 QO1022  MODELED GRAV-     980,514.1   (mgal)                       NAVD 88
 QO1022
 QO1022  VERT ORDER  -  SECOND    CLASS 0
 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
 QO1022.and adjusted by the National Geodetic Survey in June 1991..
 QO1022
 QO1022.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1024 ***********************************************************************
 QO1024  DESIGNATION -  2743 M
 QO1024  PID         -  QO1024
 QO1024  STATE/COUNTY-  MN/HENNEPIN
 QO1024  USGS QUAD   -  ROGERS (1993)
 QO1024
 QO1024                         *CURRENT SURVEY CONTROL
 QO1024  ___________________________________________________________________
 QO1024* NAD 83(1986)-  45 10 20.     (N)    093 31 30.     (W)     SCALED    
 QO1024* NAVD 88     -       292.971  (meters)     961.19   (feet)  ADJUSTED  
 QO1024  ___________________________________________________________________
 QO1024  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 QO1024  DYNAMIC HT  -         292.944 (meters)     961.10  (feet)  COMP
 QO1024  MODELED GRAV-     980,514.7   (mgal)                       NAVD 88
 QO1024
 QO1024  VERT ORDER  -  SECOND    CLASS 0
 QO1024
 QO1024.The horizontal coordinates were scaled from a topographic map and have
 QO1024.an estimated accuracy of +/- 6 seconds.
 QO1024
 QO1024.The orthometric height was determined by differential leveling
 QO1024.and adjusted by the National Geodetic Survey in June 1991..
 QO1024
 QO1024.The geoid height was determined by GEOID03.
 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     -   341,470.      837,340.      MT  (+/- 180 meters Scaled)
 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: 15TVL587022(NAD 83)
 QO1024_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1024+STABILITY: SURFACE MOTION
 QO1024
 QO1024  HISTORY     - Date     Condition        Report By
 QO1024  HISTORY     - 1954     MONUMENTED       MNDT
 QO1024  HISTORY     - 1967     GOOD             MNDT
 QO1024  HISTORY     - 19910902 MARK NOT FOUND   USPSQD
 QO1024  HISTORY     - 20030827 MARK NOT FOUND   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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1027 ***********************************************************************
 QO1027  DESIGNATION -  2743 N
 QO1027  PID         -  QO1027
 QO1027  STATE/COUNTY-  MN/HENNEPIN
 QO1027  USGS QUAD   -  ROGERS (1993)
 QO1027
 QO1027                         *CURRENT SURVEY CONTROL
 QO1027  ___________________________________________________________________
 QO1027* NAD 83(1986)-  45 10 05.     (N)    093 31 02.     (W)     SCALED    
 QO1027* NAVD 88     -       289.435  (meters)     949.59   (feet)  ADJUSTED  
 QO1027  ___________________________________________________________________
 QO1027  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 QO1027  DYNAMIC HT  -         289.408 (meters)     949.50  (feet)  COMP
 QO1027  MODELED GRAV-     980,515.4   (mgal)                       NAVD 88
 QO1027
 QO1027  VERT ORDER  -  SECOND    CLASS 0
 QO1027
 QO1027.The horizontal coordinates were scaled from a topographic map and have
 QO1027.an estimated accuracy of +/- 6 seconds.
 QO1027
 QO1027.The orthometric height was determined by differential leveling
 QO1027.and adjusted by the National Geodetic Survey in June 1991..
 QO1027
 QO1027.The geoid height was determined by GEOID03.
 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     -   341,020.      837,950.      MT  (+/- 180 meters Scaled)
 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: 15TVL593017(NAD 83)
 QO1027_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1027+STABILITY: SURFACE MOTION
 QO1027
 QO1027  HISTORY     - Date     Condition        Report By
 QO1027  HISTORY     - 1954     MONUMENTED       MNDT
 QO1027  HISTORY     - 1967     GOOD             MNDT
 QO1027  HISTORY     - 1974     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1028 ***********************************************************************
 QO1028  DESIGNATION -  2743 O
 QO1028  PID         -  QO1028
 QO1028  STATE/COUNTY-  MN/HENNEPIN
 QO1028  USGS QUAD   -  ROGERS (1993)
 QO1028
 QO1028                         *CURRENT SURVEY CONTROL
 QO1028  ___________________________________________________________________
 QO1028* NAD 83(1986)-  45 09 53.     (N)    093 30 39.     (W)     SCALED    
 QO1028* NAVD 88     -       288.169  (meters)     945.43   (feet)  ADJUSTED  
 QO1028  ___________________________________________________________________
 QO1028  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 QO1028  DYNAMIC HT  -         288.142 (meters)     945.35  (feet)  COMP
 QO1028  MODELED GRAV-     980,516.1   (mgal)                       NAVD 88
 QO1028
 QO1028  VERT ORDER  -  SECOND    CLASS 0
 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
 QO1028.and adjusted by the National Geodetic Survey in June 1991..
 QO1028
 QO1028.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1032 ***********************************************************************
 QO1032  DESIGNATION -  2743 P
 QO1032  PID         -  QO1032
 QO1032  STATE/COUNTY-  MN/HENNEPIN
 QO1032  USGS QUAD   -  ROGERS (1993)
 QO1032
 QO1032                         *CURRENT SURVEY CONTROL
 QO1032  ___________________________________________________________________
 QO1032* NAD 83(1986)-  45 09 44.     (N)    093 30 17.     (W)     SCALED    
 QO1032* NAVD 88     -       289.464  (meters)     949.68   (feet)  ADJUSTED  
 QO1032  ___________________________________________________________________
 QO1032  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 QO1032  DYNAMIC HT  -         289.437 (meters)     949.59  (feet)  COMP
 QO1032  MODELED GRAV-     980,517.1   (mgal)                       NAVD 88
 QO1032
 QO1032  VERT ORDER  -  SECOND    CLASS 0
 QO1032
 QO1032.The horizontal coordinates were scaled from a topographic map and have
 QO1032.an estimated accuracy of +/- 6 seconds.
 QO1032
 QO1032.The orthometric height was determined by differential leveling
 QO1032.and adjusted by the National Geodetic Survey in June 1991..
 QO1032
 QO1032.The geoid height was determined by GEOID03.
 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     -   340,370.      838,940.      MT  (+/- 180 meters Scaled)
 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: 15TVL603010(NAD 83)
 QO1032_MARKER: DD = SURVEY DISK
 QO1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO1032_STAMPING: 2743 P 1954
 QO1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1032+STABILITY: SURFACE MOTION
 QO1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1032+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 QO1032
 QO1032  HISTORY     - Date     Condition        Report By
 QO1032  HISTORY     - 1954     MONUMENTED       MNDT
 QO1032  HISTORY     - 1967     GOOD             MNDT
 QO1032  HISTORY     - 19940907 GOOD             USPSQD
 QO1032  HISTORY     - 20051112 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0508 ***********************************************************************
 QO0508  DESIGNATION -  2743 Q
 QO0508  PID         -  QO0508
 QO0508  STATE/COUNTY-  MN/HENNEPIN
 QO0508  USGS QUAD   -  ANOKA (1993)
 QO0508
 QO0508                         *CURRENT SURVEY CONTROL
 QO0508  ___________________________________________________________________
 QO0508* NAD 83(1996)-  45 09 27.10749(N)    093 29 57.71095(W)     ADJUSTED  
 QO0508* NAVD 88     -       285.007  (meters)     935.06   (feet)  ADJUSTED  
 QO0508  ___________________________________________________________________
 QO0508  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 QO0508  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 QO0508  DYNAMIC HT  -         284.981 (meters)     934.98  (feet)  COMP
 QO0508  MODELED GRAV-     980,517.9   (mgal)                       NAVD 88
 QO0508
 QO0508  HORZ ORDER  -  THIRD
 QO0508  VERT ORDER  -  SECOND    CLASS 0
 QO0508
 QO0508.The horizontal coordinates were established by classical geodetic methods
 QO0508.and adjusted by the National Geodetic Survey in March 1999..
 QO0508.No horizontal observational check was made to the station.
 QO0508
 QO0508.The orthometric height was determined by differential leveling
 QO0508.and adjusted by the National Geodetic Survey in June 1991..
 QO0508
 QO0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0508
 QO0508.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO0508;SPC MN S     -   339,853.665   839,364.504   MT  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  =   0.99957864
 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_MARKER: DD = SURVEY DISK
 QO0508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0508_SP_SET: PRE-CAST CONCRETE MONUMENT
 QO0508_STAMPING: 2743 Q 1954
 QO0508_MARK LOGO: MNDT  
 QO0508_PROJECTION: RECESSED 2 CENTIMETERS
 QO0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0508+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 QO0508
 QO0508  HISTORY     - Date     Condition        Report By
 QO0508  HISTORY     - 1954     MONUMENTED       MNDT
 QO0508  HISTORY     - 1967     GOOD             MNDT
 QO0508  HISTORY     - 19940907 GOOD             USPSQD
 QO0508  HISTORY     - 20051112 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0509 ***********************************************************************
 QO0509  DESIGNATION -  2743 R
 QO0509  PID         -  QO0509
 QO0509  STATE/COUNTY-  MN/HENNEPIN
 QO0509  USGS QUAD   -  ANOKA (1993)
 QO0509
 QO0509                         *CURRENT SURVEY CONTROL
 QO0509  ___________________________________________________________________
 QO0509* NAD 83(1986)-  45 09 11.     (N)    093 29 37.     (W)     SCALED    
 QO0509* NAVD 88     -       277.356  (meters)     909.96   (feet)  ADJUSTED  
 QO0509  ___________________________________________________________________
 QO0509  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 QO0509  DYNAMIC HT  -         277.332 (meters)     909.88  (feet)  COMP
 QO0509  MODELED GRAV-     980,522.4   (mgal)                       NAVD 88
 QO0509
 QO0509  VERT ORDER  -  SECOND    CLASS 0
 QO0509
 QO0509.The horizontal coordinates were scaled from a topographic map and have
 QO0509.an estimated accuracy of +/- 6 seconds.
 QO0509
 QO0509.The orthometric height was determined by differential leveling
 QO0509.and adjusted by the National Geodetic Survey in June 1991..
 QO0509
 QO0509.The geoid height was determined by GEOID03.
 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     -   339,360.      839,820.      MT  (+/- 180 meters Scaled)
 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: 15TVL612000(NAD 83)
 QO0509_MARKER: DD = SURVEY DISK
 QO0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0509_SP_SET: CULVERT
 QO0509_STAMPING: 2743 R 1954
 QO0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0509
 QO0509  HISTORY     - Date     Condition        Report By
 QO0509  HISTORY     - 1954     MONUMENTED       MNDT
 QO0509  HISTORY     - 1967     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0510 ***********************************************************************
 QO0510  DESIGNATION -  2743 S
 QO0510  PID         -  QO0510
 QO0510  STATE/COUNTY-  MN/HENNEPIN
 QO0510  USGS QUAD   -  ANOKA (1993)
 QO0510
 QO0510                         *CURRENT SURVEY CONTROL
 QO0510  ___________________________________________________________________
 QO0510* NAD 83(1996)-  45 09 00.76449(N)    093 29 15.43319(W)     ADJUSTED  
 QO0510* NAVD 88     -       278.250  (meters)     912.89   (feet)  ADJUSTED  
 QO0510  ___________________________________________________________________
 QO0510  LAPLACE CORR-           3.10  (seconds)                    DEFLEC99
 QO0510  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 QO0510  DYNAMIC HT  -         278.226 (meters)     912.81  (feet)  COMP
 QO0510  MODELED GRAV-     980,524.9   (mgal)                       NAVD 88
 QO0510
 QO0510  HORZ ORDER  -  THIRD
 QO0510  VERT ORDER  -  SECOND    CLASS 0
 QO0510
 QO0510.The horizontal coordinates were established by classical geodetic methods
 QO0510.and adjusted by the National Geodetic Survey in March 1999..
 QO0510.No horizontal observational check was made to the station.
 QO0510
 QO0510.The orthometric height was determined by differential leveling
 QO0510.and adjusted by the National Geodetic Survey in June 1991..
 QO0510
 QO0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0510
 QO0510.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO0510;SPC MN S     -   339,046.184   840,292.994   MT  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     -   0.99996074  x   0.99998616  =   0.99994690
 QO0510!UTM  15      -   0.99996074  x   0.99961807  =   0.99957882
 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: 15TVK6166999753(NAD 83)
 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: MNDT  
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0511 ***********************************************************************
 QO0511  DESIGNATION -  2743 T
 QO0511  PID         -  QO0511
 QO0511  STATE/COUNTY-  MN/HENNEPIN
 QO0511  USGS QUAD   -  ANOKA (1993)
 QO0511
 QO0511                         *CURRENT SURVEY CONTROL
 QO0511  ___________________________________________________________________
 QO0511* NAD 83(1986)-  45 08 51.     (N)    093 28 50.     (W)     SCALED    
 QO0511* NAVD 88     -       280.285  (meters)     919.57   (feet)  ADJUSTED  
 QO0511  ___________________________________________________________________
 QO0511  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 QO0511  DYNAMIC HT  -         280.262 (meters)     919.49  (feet)  COMP
 QO0511  MODELED GRAV-     980,528.3   (mgal)                       NAVD 88
 QO0511
 QO0511  VERT ORDER  -  SECOND    CLASS 0
 QO0511
 QO0511.The horizontal coordinates were scaled from a topographic map and have
 QO0511.an estimated accuracy of +/- 6 seconds.
 QO0511
 QO0511.The orthometric height was determined by differential leveling
 QO0511.and adjusted by the National Geodetic Survey in June 1991..
 QO0511
 QO0511.The geoid height was determined by GEOID03.
 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     -   338,750.      840,850.      MT  (+/- 180 meters Scaled)
 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: 15TVK622994(NAD 83)
 QO0511_MARKER: DB = BENCH MARK DISK
 QO0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0511_SP_SET: MONUMENT
 QO0511_STAMPING: 2743 T 1954
 QO0511_MARK LOGO: MNDT  
 QO0511_PROJECTION: FLUSH
 QO0511_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0511+STABILITY: SURFACE MOTION
 QO0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0511+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 QO0511
 QO0511  HISTORY     - Date     Condition        Report By
 QO0511  HISTORY     - 1954     MONUMENTED       MNDT
 QO0511  HISTORY     - 1967     GOOD             MNDT
 QO0511  HISTORY     - 19920416 GOOD             MNDT
 QO0511  HISTORY     - 20051112 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0516 ***********************************************************************
 QO0516  DESIGNATION -  2743 W
 QO0516  PID         -  QO0516
 QO0516  STATE/COUNTY-  MN/HENNEPIN
 QO0516  USGS QUAD   -  ANOKA (1993)
 QO0516
 QO0516                         *CURRENT SURVEY CONTROL
 QO0516  ___________________________________________________________________
 QO0516* NAD 83(1986)-  45 08 21.     (N)    093 27 38.     (W)     SCALED    
 QO0516* NAVD 88     -       276.611  (meters)     907.51   (feet)  ADJUSTED  
 QO0516  ___________________________________________________________________
 QO0516  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 QO0516  DYNAMIC HT  -         276.592 (meters)     907.45  (feet)  COMP
 QO0516  MODELED GRAV-     980,539.6   (mgal)                       NAVD 88
 QO0516
 QO0516  VERT ORDER  -  SECOND    CLASS 0
 QO0516
 QO0516.The horizontal coordinates were scaled from a topographic map and have
 QO0516.an estimated accuracy of +/- 6 seconds.
 QO0516
 QO0516.The orthometric height was determined by differential leveling
 QO0516.and adjusted by the National Geodetic Survey in June 1991..
 QO0516
 QO0516.The geoid height was determined by GEOID03.
 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     -   337,830.      842,430.      MT  (+/- 180 meters Scaled)
 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: 15TVK637985(NAD 83)
 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: MNDT  
 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 12, 2005
 QO0516
 QO0516  HISTORY     - Date     Condition        Report By
 QO0516  HISTORY     - 1954     MONUMENTED       MNDT
 QO0516  HISTORY     - 1967     GOOD             MNDT
 QO0516  HISTORY     - 19920430 GOOD             MNDT
 QO0516  HISTORY     - 19940907 GOOD             USPSQD
 QO0516  HISTORY     - 20051112 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0517 ***********************************************************************
 QO0517  DESIGNATION -  2743 Z
 QO0517  PID         -  QO0517
 QO0517  STATE/COUNTY-  MN/HENNEPIN
 QO0517  USGS QUAD   -  ANOKA (1993)
 QO0517
 QO0517                         *CURRENT SURVEY CONTROL
 QO0517  ___________________________________________________________________
 QO0517* NAD 83(1986)-  45 07 48.     (N)    093 26 27.     (W)     SCALED    
 QO0517* NAVD 88     -       274.615  (meters)     900.97   (feet)  ADJUSTED  
 QO0517  ___________________________________________________________________
 QO0517  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 QO0517  DYNAMIC HT  -         274.599 (meters)     900.91  (feet)  COMP
 QO0517  MODELED GRAV-     980,551.3   (mgal)                       NAVD 88
 QO0517
 QO0517  VERT ORDER  -  SECOND    CLASS 0
 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
 QO0517.and adjusted by the National Geodetic Survey in June 1991..
 QO0517
 QO0517.The geoid height was determined by GEOID03.
 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_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: MNDT  
 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 - April 16, 1992
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD8815 ***********************************************************************
 AD8815  DESIGNATION -  2744 A
 AD8815  PID         -  AD8815
 AD8815  STATE/COUNTY-  MN/HENNEPIN
 AD8815  USGS QUAD   -  SHAKOPEE (1993)
 AD8815
 AD8815                         *CURRENT SURVEY CONTROL
 AD8815  ___________________________________________________________________
 AD8815* NAD 83(1986)-  44 49 08.     (N)    093 30 47.     (W)     SCALED    
 AD8815* NAVD 88     -       218.148  (meters)     715.71   (feet)  ADJUSTED  
 AD8815  ___________________________________________________________________
 AD8815  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AD8815  DYNAMIC HT  -         218.143 (meters)     715.69  (feet)  COMP
 AD8815  MODELED GRAV-     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
 AD8815.and adjusted by the National Geodetic Survey in September 1997..
 AD8815
 AD8815.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 AD8815_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AD8815+WITH SETTING: INTO GROUND
 AD8815_STAMPING: 2744 A 1980
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD8816 ***********************************************************************
 AD8816  DESIGNATION -  2744 B
 AD8816  PID         -  AD8816
 AD8816  STATE/COUNTY-  MN/HENNEPIN
 AD8816  USGS QUAD   -  SHAKOPEE (1993)
 AD8816
 AD8816                         *CURRENT SURVEY CONTROL
 AD8816  ___________________________________________________________________
 AD8816* NAD 83(1986)-  44 49 11.     (N)    093 30 09.     (W)     SCALED    
 AD8816* NAVD 88     -       222.382  (meters)     729.60   (feet)  ADJUSTED  
 AD8816  ___________________________________________________________________
 AD8816  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AD8816  DYNAMIC HT  -         222.377 (meters)     729.58  (feet)  COMP
 AD8816  MODELED GRAV-     980,586.9   (mgal)                       NAVD 88
 AD8816
 AD8816  VERT ORDER  -  SECOND    CLASS I
 AD8816
 AD8816.The horizontal coordinates were scaled from a topographic map and have
 AD8816.an estimated accuracy of +/- 6 seconds.
 AD8816
 AD8816.The orthometric height was determined by differential leveling
 AD8816.and adjusted by the National Geodetic Survey in September 1997..
 AD8816
 AD8816.The geoid height was determined by GEOID03.
 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     -   302,310.      839,350.      MT  (+/- 180 meters Scaled)
 AD8816
 AD8816                          SUPERSEDED SURVEY CONTROL
 AD8816
 AD8816.No superseded survey control is available for this station.
 AD8816
 AD8816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK602630(NAD 83)
 AD8816_MARKER: DD = SURVEY DISK
 AD8816_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AD8816+WITH SETTING: INTO GROUND
 AD8816_STAMPING: 2744 B 1980
 AD8816_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8816
 AD8816  HISTORY     - Date     Condition        Report By
 AD8816  HISTORY     - 1980     MONUMENTED       MNDT
 AD8816  HISTORY     - 20021021 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD8817 ***********************************************************************
 AD8817  DESIGNATION -  2744 C
 AD8817  PID         -  AD8817
 AD8817  STATE/COUNTY-  MN/HENNEPIN
 AD8817  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8817
 AD8817                         *CURRENT SURVEY CONTROL
 AD8817  ___________________________________________________________________
 AD8817* NAD 83(1986)-  44 49 07.     (N)    093 29 27.     (W)     SCALED    
 AD8817* NAVD 88     -       226.240  (meters)     742.26   (feet)  ADJUSTED  
 AD8817  ___________________________________________________________________
 AD8817  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AD8817  DYNAMIC HT  -         226.234 (meters)     742.24  (feet)  COMP
 AD8817  MODELED GRAV-     980,585.5   (mgal)                       NAVD 88
 AD8817
 AD8817  VERT ORDER  -  SECOND    CLASS I
 AD8817
 AD8817.The horizontal coordinates were scaled from a topographic map and have
 AD8817.an estimated accuracy of +/- 6 seconds.
 AD8817
 AD8817.The orthometric height was determined by differential leveling
 AD8817.and adjusted by the National Geodetic Survey in September 1997..
 AD8817
 AD8817.The geoid height was determined by GEOID03.
 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     -   302,200.      840,270.      MT  (+/- 180 meters Scaled)
 AD8817
 AD8817                          SUPERSEDED SURVEY CONTROL
 AD8817
 AD8817.No superseded survey control is available for this station.
 AD8817
 AD8817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK611629(NAD 83)
 AD8817_MARKER: DD = SURVEY DISK
 AD8817_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AD8817+WITH SETTING: INTO GROUND
 AD8817_STAMPING: 2744 C 1980
 AD8817_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8817
 AD8817  HISTORY     - Date     Condition        Report By
 AD8817  HISTORY     - 1980     MONUMENTED       MNDT
 AD8817  HISTORY     - 20021021 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD8818 ***********************************************************************
 AD8818  DESIGNATION -  2744 E
 AD8818  PID         -  AD8818
 AD8818  STATE/COUNTY-  MN/HENNEPIN
 AD8818  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8818
 AD8818                         *CURRENT SURVEY CONTROL
 AD8818  ___________________________________________________________________
 AD8818* NAD 83(1986)-  44 49 08.     (N)    093 28 11.     (W)     SCALED    
 AD8818* NAVD 88     -       232.046  (meters)     761.30   (feet)  ADJUSTED  
 AD8818  ___________________________________________________________________
 AD8818  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AD8818  DYNAMIC HT  -         232.039 (meters)     761.28  (feet)  COMP
 AD8818  MODELED GRAV-     980,584.1   (mgal)                       NAVD 88
 AD8818
 AD8818  VERT ORDER  -  SECOND    CLASS I
 AD8818
 AD8818.The horizontal coordinates were scaled from a topographic map and have
 AD8818.an estimated accuracy of +/- 6 seconds.
 AD8818
 AD8818.The orthometric height was determined by differential leveling
 AD8818.and adjusted by the National Geodetic Survey in September 1997..
 AD8818
 AD8818.The geoid height was determined by GEOID03.
 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     -   302,240.      841,940.      MT  (+/- 180 meters Scaled)
 AD8818
 AD8818                          SUPERSEDED SURVEY CONTROL
 AD8818
 AD8818.No superseded survey control is available for this station.
 AD8818
 AD8818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK628629(NAD 83)
 AD8818_MARKER: DD = SURVEY DISK
 AD8818_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AD8818+WITH SETTING: INTO GROUND
 AD8818_STAMPING: 2744 E 1980
 AD8818_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8818
 AD8818  HISTORY     - Date     Condition        Report By
 AD8818  HISTORY     - 1980     MONUMENTED       MNDT
 AD8818  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD8819 ***********************************************************************
 AD8819  DESIGNATION -  2744 F
 AD8819  PID         -  AD8819
 AD8819  STATE/COUNTY-  MN/HENNEPIN
 AD8819  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8819
 AD8819                         *CURRENT SURVEY CONTROL
 AD8819  ___________________________________________________________________
 AD8819* NAD 83(1986)-  44 49 09.     (N)    093 27 45.     (W)     SCALED    
 AD8819* NAVD 88     -       253.552  (meters)     831.86   (feet)  ADJUSTED  
 AD8819  ___________________________________________________________________
 AD8819  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AD8819  DYNAMIC HT  -         253.546 (meters)     831.84  (feet)  COMP
 AD8819  MODELED GRAV-     980,584.0   (mgal)                       NAVD 88
 AD8819
 AD8819  VERT ORDER  -  SECOND    CLASS I
 AD8819
 AD8819.The horizontal coordinates were scaled from a topographic map and have
 AD8819.an estimated accuracy of +/- 6 seconds.
 AD8819
 AD8819.The orthometric height was determined by differential leveling
 AD8819.and adjusted by the National Geodetic Survey in September 1997..
 AD8819
 AD8819.The geoid height was determined by GEOID03.
 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     -   302,270.      842,510.      MT  (+/- 180 meters Scaled)
 AD8819
 AD8819                          SUPERSEDED SURVEY CONTROL
 AD8819
 AD8819.No superseded survey control is available for this station.
 AD8819
 AD8819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK634629(NAD 83)
 AD8819_MARKER: DD = SURVEY DISK
 AD8819_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AD8819+WITH SETTING: INTO GROUND
 AD8819_STAMPING: 2744 F 1980
 AD8819_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8819
 AD8819  HISTORY     - Date     Condition        Report By
 AD8819  HISTORY     - 1980     MONUMENTED       MNDT
 AD8819  HISTORY     - 20021021 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD8821 ***********************************************************************
 AD8821  DESIGNATION -  2744 H
 AD8821  PID         -  AD8821
 AD8821  STATE/COUNTY-  MN/HENNEPIN
 AD8821  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8821
 AD8821                         *CURRENT SURVEY CONTROL
 AD8821  ___________________________________________________________________
 AD8821* NAD 83(1986)-  44 49 45.     (N)    093 26 34.     (W)     SCALED    
 AD8821* NAVD 88     -       272.942  (meters)     895.48   (feet)  ADJUSTED  
 AD8821  ___________________________________________________________________
 AD8821  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AD8821  DYNAMIC HT  -         272.935 (meters)     895.45  (feet)  COMP
 AD8821  MODELED GRAV-     980,584.9   (mgal)                       NAVD 88
 AD8821
 AD8821  VERT ORDER  -  SECOND    CLASS I
 AD8821
 AD8821.The horizontal coordinates were scaled from a topographic map and have
 AD8821.an estimated accuracy of +/- 6 seconds.
 AD8821
 AD8821.The orthometric height was determined by differential leveling
 AD8821.and adjusted by the National Geodetic Survey in September 1997..
 AD8821
 AD8821.The geoid height was determined by GEOID03.
 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     -   303,390.      844,060.      MT  (+/- 180 meters Scaled)
 AD8821
 AD8821                          SUPERSEDED SURVEY CONTROL
 AD8821
 AD8821.No superseded survey control is available for this station.
 AD8821
 AD8821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK649640(NAD 83)
 AD8821_MARKER: DD = SURVEY DISK
 AD8821_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AD8821+WITH SETTING: INTO GROUND
 AD8821_STAMPING: 2744 H 1980
 AD8821_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8821
 AD8821  HISTORY     - Date     Condition        Report By
 AD8821  HISTORY     - 1980     MONUMENTED       MNDT
 AD8821  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD8822 ***********************************************************************
 AD8822  DESIGNATION -  2744 J
 AD8822  PID         -  AD8822
 AD8822  STATE/COUNTY-  MN/HENNEPIN
 AD8822  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8822
 AD8822                         *CURRENT SURVEY CONTROL
 AD8822  ___________________________________________________________________
 AD8822* NAD 83(1986)-  44 49 56.     (N)    093 26 25.     (W)     SCALED    
 AD8822* NAVD 88     -       250.177  (meters)     820.79   (feet)  ADJUSTED  
 AD8822  ___________________________________________________________________
 AD8822  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AD8822  DYNAMIC HT  -         250.171 (meters)     820.77  (feet)  COMP
 AD8822  MODELED GRAV-     980,585.2   (mgal)                       NAVD 88
 AD8822
 AD8822  VERT ORDER  -  SECOND    CLASS I
 AD8822
 AD8822.The horizontal coordinates were scaled from a topographic map and have
 AD8822.an estimated accuracy of +/- 6 seconds.
 AD8822
 AD8822.The orthometric height was determined by differential leveling
 AD8822.and adjusted by the National Geodetic Survey in September 1997..
 AD8822
 AD8822.The geoid height was determined by GEOID03.
 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     -   303,730.      844,260.      MT  (+/- 180 meters Scaled)
 AD8822
 AD8822                          SUPERSEDED SURVEY CONTROL
 AD8822
 AD8822.No superseded survey control is available for this station.
 AD8822
 AD8822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK651644(NAD 83)
 AD8822_MARKER: DD = SURVEY DISK
 AD8822_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8822_STAMPING: 2744 J 1980
 AD8822_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8822
 AD8822  HISTORY     - Date     Condition        Report By
 AD8822  HISTORY     - 1980     MONUMENTED       MNDT
 AD8822  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD8823 ***********************************************************************
 AD8823  DESIGNATION -  2744 K
 AD8823  PID         -  AD8823
 AD8823  STATE/COUNTY-  MN/HENNEPIN
 AD8823  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8823
 AD8823                         *CURRENT SURVEY CONTROL
 AD8823  ___________________________________________________________________
 AD8823* NAD 83(1986)-  44 50 17.     (N)    093 26 27.     (W)     SCALED    
 AD8823* NAVD 88     -       268.157  (meters)     879.78   (feet)  ADJUSTED  
 AD8823  ___________________________________________________________________
 AD8823  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AD8823  DYNAMIC HT  -         268.151 (meters)     879.76  (feet)  COMP
 AD8823  MODELED GRAV-     980,585.7   (mgal)                       NAVD 88
 AD8823
 AD8823  VERT ORDER  -  SECOND    CLASS I
 AD8823
 AD8823.The horizontal coordinates were scaled from a topographic map and have
 AD8823.an estimated accuracy of +/- 6 seconds.
 AD8823
 AD8823.The orthometric height was determined by differential leveling
 AD8823.and adjusted by the National Geodetic Survey in September 1997..
 AD8823
 AD8823.The geoid height was determined by GEOID03.
 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     -   304,380.      844,210.      MT  (+/- 180 meters Scaled)
 AD8823
 AD8823                          SUPERSEDED SURVEY CONTROL
 AD8823
 AD8823.No superseded survey control is available for this station.
 AD8823
 AD8823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK651650(NAD 83)
 AD8823_MARKER: DD = SURVEY DISK
 AD8823_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AD8823+WITH SETTING: INTO GROUND
 AD8823_STAMPING: 2744 K 1980
 AD8823_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8823
 AD8823  HISTORY     - Date     Condition        Report By
 AD8823  HISTORY     - 1980     MONUMENTED       MNDT
 AD8823  HISTORY     - 20021021 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD8824 ***********************************************************************
 AD8824  DESIGNATION -  2744 L
 AD8824  PID         -  AD8824
 AD8824  STATE/COUNTY-  MN/HENNEPIN
 AD8824  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8824
 AD8824                         *CURRENT SURVEY CONTROL
 AD8824  ___________________________________________________________________
 AD8824* NAD 83(1986)-  44 50 46.     (N)    093 26 20.     (W)     SCALED    
 AD8824* NAVD 88     -       263.057  (meters)     863.05   (feet)  ADJUSTED  
 AD8824  ___________________________________________________________________
 AD8824  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AD8824  DYNAMIC HT  -         263.051 (meters)     863.03  (feet)  COMP
 AD8824  MODELED GRAV-     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
 AD8824.and adjusted by the National Geodetic Survey in September 1997..
 AD8824
 AD8824.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 AD8824_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AD8824+WITH SETTING: INTO GROUND
 AD8824_STAMPING: 2744 L 1980
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD8825 ***********************************************************************
 AD8825  DESIGNATION -  2744 M
 AD8825  PID         -  AD8825
 AD8825  STATE/COUNTY-  MN/HENNEPIN
 AD8825  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8825
 AD8825                         *CURRENT SURVEY CONTROL
 AD8825  ___________________________________________________________________
 AD8825* NAD 83(1986)-  44 51 06.     (N)    093 25 56.     (W)     SCALED    
 AD8825* NAVD 88     -       257.504  (meters)     844.83   (feet)  ADJUSTED  
 AD8825  ___________________________________________________________________
 AD8825  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AD8825  DYNAMIC HT  -         257.498 (meters)     844.81  (feet)  COMP
 AD8825  MODELED GRAV-     980,587.4   (mgal)                       NAVD 88
 AD8825
 AD8825  VERT ORDER  -  SECOND    CLASS I
 AD8825
 AD8825.The horizontal coordinates were scaled from a topographic map and have
 AD8825.an estimated accuracy of +/- 6 seconds.
 AD8825
 AD8825.The orthometric height was determined by differential leveling
 AD8825.and adjusted by the National Geodetic Survey in September 1997..
 AD8825
 AD8825.The geoid height was determined by GEOID03.
 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     -   305,900.      844,880.      MT  (+/- 180 meters Scaled)
 AD8825
 AD8825                          SUPERSEDED SURVEY CONTROL
 AD8825
 AD8825.No superseded survey control is available for this station.
 AD8825
 AD8825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK658665(NAD 83)
 AD8825_MARKER: DD = SURVEY DISK
 AD8825_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD8825+WITH SETTING: PAVEMENT
 AD8825_STAMPING: 2744 M 1980
 AD8825_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8825
 AD8825  HISTORY     - Date     Condition        Report By
 AD8825  HISTORY     - 1980     MONUMENTED       MNDT
 AD8825  HISTORY     - 20021021 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD8826 ***********************************************************************
 AD8826  DESIGNATION -  2744 N
 AD8826  PID         -  AD8826
 AD8826  STATE/COUNTY-  MN/HENNEPIN
 AD8826  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8826
 AD8826                         *CURRENT SURVEY CONTROL
 AD8826  ___________________________________________________________________
 AD8826* NAD 83(1986)-  44 51 22.     (N)    093 25 39.     (W)     SCALED    
 AD8826* NAVD 88     -       269.771  (meters)     885.07   (feet)  ADJUSTED  
 AD8826  ___________________________________________________________________
 AD8826  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AD8826  DYNAMIC HT  -         269.765 (meters)     885.05  (feet)  COMP
 AD8826  MODELED GRAV-     980,588.1   (mgal)                       NAVD 88
 AD8826
 AD8826  VERT ORDER  -  SECOND    CLASS I
 AD8826
 AD8826.The horizontal coordinates were scaled from a topographic map and have
 AD8826.an estimated accuracy of +/- 6 seconds.
 AD8826
 AD8826.The orthometric height was determined by differential leveling
 AD8826.and adjusted by the National Geodetic Survey in September 1997..
 AD8826
 AD8826.The geoid height was determined by GEOID03.
 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     -   306,400.      845,250.      MT  (+/- 180 meters Scaled)
 AD8826
 AD8826                          SUPERSEDED SURVEY CONTROL
 AD8826
 AD8826.No superseded survey control is available for this station.
 AD8826
 AD8826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK662670(NAD 83)
 AD8826_MARKER: DD = SURVEY DISK
 AD8826_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD8826+WITH SETTING: PAVEMENT
 AD8826_STAMPING: 2744 N 1980
 AD8826_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8826
 AD8826  HISTORY     - Date     Condition        Report By
 AD8826  HISTORY     - 1980     MONUMENTED       MNDT
 AD8826  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0616 ***********************************************************************
 QO0616  DESIGNATION -  2748 C
 QO0616  PID         -  QO0616
 QO0616  STATE/COUNTY-  MN/HENNEPIN
 QO0616  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0616
 QO0616                         *CURRENT SURVEY CONTROL
 QO0616  ___________________________________________________________________
 QO0616* NAD 83(1986)-  45 06 31.     (N)    093 17 24.     (W)     SCALED    
 QO0616* NAVD 88     -       259.528  (meters)     851.47   (feet)  ADJUSTED  
 QO0616  ___________________________________________________________________
 QO0616  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 QO0616  DYNAMIC HT  -         259.525 (meters)     851.46  (feet)  COMP
 QO0616  MODELED GRAV-     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
 QO0616.and adjusted by the National Geodetic Survey in June 1991..
 QO0616
 QO0616.The geoid height was determined by GEOID03.
 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_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 - June 18, 1992
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0617 ***********************************************************************
 QO0617  DESIGNATION -  2748 D
 QO0617  PID         -  QO0617
 QO0617  STATE/COUNTY-  MN/HENNEPIN
 QO0617  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0617
 QO0617                         *CURRENT SURVEY CONTROL
 QO0617  ___________________________________________________________________
 QO0617* NAD 83(1986)-  45 07 23.     (N)    093 17 56.     (W)     SCALED    
 QO0617* NAVD 88     -       256.507  (meters)     841.56   (feet)  ADJUSTED  
 QO0617  ___________________________________________________________________
 QO0617  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 QO0617  DYNAMIC HT  -         256.503 (meters)     841.54  (feet)  COMP
 QO0617  MODELED GRAV-     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
 QO0617.and adjusted by the National Geodetic Survey in October 1999..
 QO0617
 QO0617.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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_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 - June 18, 1992
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0618 ***********************************************************************
 QO0618  DESIGNATION -  2748 E
 QO0618  PID         -  QO0618
 QO0618  STATE/COUNTY-  MN/HENNEPIN
 QO0618  USGS QUAD   -  COON RAPIDS (1993)
 QO0618
 QO0618                         *CURRENT SURVEY CONTROL
 QO0618  ___________________________________________________________________
 QO0618* NAD 83(1986)-  45 07 49.     (N)    093 18 28.     (W)     SCALED    
 QO0618* NAVD 88     -       261.675  (meters)     858.51   (feet)  ADJUSTED  
 QO0618  ___________________________________________________________________
 QO0618  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 QO0618  DYNAMIC HT  -         261.670 (meters)     858.50  (feet)  COMP
 QO0618  MODELED GRAV-     980,587.5   (mgal)                       NAVD 88
 QO0618
 QO0618  VERT ORDER  -  SECOND    CLASS 0
 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
 QO0618.and adjusted by the National Geodetic Survey in June 1991..
 QO0618
 QO0618.The geoid height was determined by GEOID03.
 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_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 - June 18, 1992
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0620 ***********************************************************************
 QO0620  DESIGNATION -  2748 F
 QO0620  PID         -  QO0620
 QO0620  STATE/COUNTY-  MN/HENNEPIN
 QO0620  USGS QUAD   -  COON RAPIDS (1993)
 QO0620
 QO0620                         *CURRENT SURVEY CONTROL
 QO0620  ___________________________________________________________________
 QO0620* NAD 83(1986)-  45 09 12.     (N)    093 20 25.     (W)     SCALED    
 QO0620* NAVD 88     -       261.972  (meters)     859.49   (feet)  ADJUSTED  
 QO0620  ___________________________________________________________________
 QO0620  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 QO0620  DYNAMIC HT  -         261.962 (meters)     859.45  (feet)  COMP
 QO0620  MODELED GRAV-     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
 QO0620.and adjusted by the National Geodetic Survey in June 1991..
 QO0620
 QO0620.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0620_STAMPING: 2748F 1969
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0621 ***********************************************************************
 QO0621  DESIGNATION -  2748 G
 QO0621  PID         -  QO0621
 QO0621  STATE/COUNTY-  MN/HENNEPIN
 QO0621  USGS QUAD   -  COON RAPIDS (1993)
 QO0621
 QO0621                         *CURRENT SURVEY CONTROL
 QO0621  ___________________________________________________________________
 QO0621* NAD 83(1986)-  45 10 12.     (N)    093 21 39.     (W)     SCALED    
 QO0621* NAVD 88     -       262.869  (meters)     862.43   (feet)  ADJUSTED  
 QO0621  ___________________________________________________________________
 QO0621  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 QO0621  DYNAMIC HT  -         262.855 (meters)     862.38  (feet)  COMP
 QO0621  MODELED GRAV-     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
 QO0621.and adjusted by the National Geodetic Survey in June 1991..
 QO0621
 QO0621.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0621_STAMPING: 2748G 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 = OCTOBER  6, 2006
 QO0623 ***********************************************************************
 QO0623  DESIGNATION -  2748 H RESET
 QO0623  PID         -  QO0623
 QO0623  STATE/COUNTY-  MN/HENNEPIN
 QO0623  USGS QUAD   -  ANOKA (1993)
 QO0623
 QO0623                         *CURRENT SURVEY CONTROL
 QO0623  ___________________________________________________________________
 QO0623* NAD 83(1986)-  45 10 45.     (N)    093 22 59.     (W)     SCALED    
 QO0623* NAVD 88     -       259.71   (meters)     852.1    (feet)  RESET     
 QO0623  ___________________________________________________________________
 QO0623  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 QO0623
 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.No vertical observational check was made to the station.
 QO0623
 QO0623.The geoid height was determined by GEOID03.
 QO0623
 QO0623;                    North         East    Units  Estimated Accuracy
 QO0623;SPC MN S     -   342,320.      848,490.      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: 15TVL699029(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2475 ***********************************************************************
 QO2475  DESIGNATION -  2748 J
 QO2475  PID         -  QO2475
 QO2475  STATE/COUNTY-  MN/HENNEPIN
 QO2475  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2475
 QO2475                         *CURRENT SURVEY CONTROL
 QO2475  ___________________________________________________________________
 QO2475* NAD 83(1986)-  45 05 15.     (N)    093 17 18.     (W)     SCALED    
 QO2475* NAVD 88     -       259.753  (meters)     852.21   (feet)  ADJUSTED  
 QO2475  ___________________________________________________________________
 QO2475  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 QO2475  DYNAMIC HT  -         259.750 (meters)     852.20  (feet)  COMP
 QO2475  MODELED GRAV-     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
 QO2475.and adjusted by the National Geodetic Survey in June 1995..
 QO2475
 QO2475.The geoid height was determined by GEOID03.
 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     -   332,190.      856,030.      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: 15TVK773927(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2476 ***********************************************************************
 QO2476  DESIGNATION -  2748 K
 QO2476  PID         -  QO2476
 QO2476  STATE/COUNTY-  MN/HENNEPIN
 QO2476  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2476
 QO2476                         *CURRENT SURVEY CONTROL
 QO2476  ___________________________________________________________________
 QO2476* NAD 83(1986)-  45 05 41.     (N)    093 17 22.     (W)     SCALED    
 QO2476* NAVD 88     -       258.085  (meters)     846.73   (feet)  ADJUSTED  
 QO2476  ___________________________________________________________________
 QO2476  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 QO2476  DYNAMIC HT  -         258.082 (meters)     846.72  (feet)  COMP
 QO2476  MODELED GRAV-     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
 QO2476.and adjusted by the National Geodetic Survey in June 1995..
 QO2476
 QO2476.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2479 ***********************************************************************
 QO2479  DESIGNATION -  2748 P
 QO2479  PID         -  QO2479
 QO2479  STATE/COUNTY-  MN/HENNEPIN
 QO2479  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2479
 QO2479                         *CURRENT SURVEY CONTROL
 QO2479  ___________________________________________________________________
 QO2479* NAD 83(1986)-  45 06 56.     (N)    093 18 07.     (W)     SCALED    
 QO2479* NAVD 88     -       260.417  (meters)     854.38   (feet)  ADJUSTED  
 QO2479  ___________________________________________________________________
 QO2479  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 QO2479  DYNAMIC HT  -         260.413 (meters)     854.37  (feet)  COMP
 QO2479  MODELED GRAV-     980,594.0   (mgal)                       NAVD 88
 QO2479
 QO2479  VERT ORDER  -  SECOND    CLASS II
 QO2479
 QO2479.The horizontal coordinates were scaled from a topographic map and have
 QO2479.an estimated accuracy of +/- 6 seconds.
 QO2479
 QO2479.The orthometric height was determined by differential leveling
 QO2479.and adjusted by the National Geodetic Survey in June 1995..
 QO2479
 QO2479.The geoid height was determined by GEOID03.
 QO2479
 QO2479.The dynamic height is computed by dividing the NAVD 88
 QO2479.geopotential number by the normal gravity value computed on the
 QO2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2479.degrees latitude (g = 980.6199 gals.).
 QO2479
 QO2479.The modeled gravity was interpolated from observed gravity values.
 QO2479
 QO2479;                    North         East    Units  Estimated Accuracy
 QO2479;SPC MN S     -   335,300.      854,930.      MT  (+/- 180 meters Scaled)
 QO2479
 QO2479                          SUPERSEDED SURVEY CONTROL
 QO2479
 QO2479.No superseded survey control is available for this station.
 QO2479
 QO2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK762958(NAD 83)
 QO2479_MARKER: DV = VERTICAL CONTROL DISK
 QO2479_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2479_SP_SET: ALUMINUM ALLOY ROD
 QO2479_STAMPING: 2748 P 1983
 QO2479_MARK LOGO: MNDT  
 QO2479_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2479
 QO2479  HISTORY     - Date     Condition        Report By
 QO2479  HISTORY     - 1983     MONUMENTED       MNDT
 QO2479  HISTORY     - 19871005 GOOD             MNDT
 QO2479
 QO2479                          STATION DESCRIPTION
 QO2479
 QO2479'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2479'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, 0.85 MI (1.37 KM)
 QO2479'SOUTH ALONG WEST RIVER ROAD FROM ITS JUNCTION WITH TRUNK HIGHWAY 610
 QO2479'AND TRUNK HIGHWAY 252 (SOUTH OF THE HIGHWAY 610 BRIDGE OVER THE
 QO2479'MISSISSIPPI RIVER), TO ITS JUNCTION WITH 89TH AVENUE NORTH, THENCE
 QO2479'WEST FOR 0.3 MI (0.5 KM) ALONG 89TH AVENUE TO IRVING AVENUE, IN THE
 QO2479'NW 1/4 OF SECTION 24, T119N, R21W.  THE MARK IS 30 FT (9.1 M) SOUTH
 QO2479'OF 89TH AVENUE, 158 FT (48.2 M) WEST OF IRVING AVENUE, 44 FT
 QO2479'(13.4 M) SOUTH OF A TELEPHONE-POWER POLE, 3 FT (0.9 M) EAST OF A
 QO2479'FENCE, AND 1 FT (0.3 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A
 QO2479'STANDARD ALUMINUM (MAGNETIC) MNDT VERTICAL CONTROL MONUMENT DISK
 QO2479'STAMPED---2748 P 1983---, IS FORCED ONTO THE TOP OF A 3/4 INCH
 QO2479'DIAMETER BY 35 FOOT LONG ALUMINUM ALLOY ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2470 ***********************************************************************
 QO2470  DESIGNATION -  2748 Q
 QO2470  PID         -  QO2470
 QO2470  STATE/COUNTY-  MN/HENNEPIN
 QO2470  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2470
 QO2470                         *CURRENT SURVEY CONTROL
 QO2470  ___________________________________________________________________
 QO2470* NAD 83(1986)-  45 04 22.     (N)    093 17 10.     (W)     SCALED    
 QO2470* NAVD 88     -       254.339  (meters)     834.44   (feet)  ADJUSTED  
 QO2470  ___________________________________________________________________
 QO2470  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 QO2470  DYNAMIC HT  -         254.337 (meters)     834.44  (feet)  COMP
 QO2470  MODELED GRAV-     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
 QO2470.and adjusted by the National Geodetic Survey in June 1995..
 QO2470
 QO2470.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2471 ***********************************************************************
 QO2471  DESIGNATION -  2748 R
 QO2471  PID         -  QO2471
 QO2471  STATE/COUNTY-  MN/HENNEPIN
 QO2471  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2471
 QO2471                         *CURRENT SURVEY CONTROL
 QO2471  ___________________________________________________________________
 QO2471* NAD 83(1986)-  45 04 27.     (N)    093 17 13.     (W)     SCALED    
 QO2471* NAVD 88     -       254.603  (meters)     835.31   (feet)  ADJUSTED  
 QO2471  ___________________________________________________________________
 QO2471  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 QO2471  DYNAMIC HT  -         254.600 (meters)     835.30  (feet)  COMP
 QO2471  MODELED GRAV-     980,599.3   (mgal)                       NAVD 88
 QO2471
 QO2471  VERT ORDER  -  SECOND    CLASS II
 QO2471
 QO2471.The horizontal coordinates were scaled from a topographic map and have
 QO2471.an estimated accuracy of +/- 6 seconds.
 QO2471
 QO2471.The orthometric height was determined by differential leveling
 QO2471.and adjusted by the National Geodetic Survey in June 1995..
 QO2471
 QO2471.The geoid height was determined by GEOID03.
 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     -   330,710.      856,150.      MT  (+/- 180 meters Scaled)
 QO2471
 QO2471                          SUPERSEDED SURVEY CONTROL
 QO2471
 QO2471.No superseded survey control is available for this station.
 QO2471
 QO2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK774912(NAD 83)
 QO2471_MARKER: DV = VERTICAL CONTROL DISK
 QO2471_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO2471+WITH SETTING: PAVEMENT
 QO2471_SP_SET: CONCRETE BASE
 QO2471_STAMPING: 2748 R 1987
 QO2471_MARK LOGO: MNDT  
 QO2471_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2471+STABILITY: SURFACE MOTION
 QO2471
 QO2471  HISTORY     - Date     Condition        Report By
 QO2471  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2472 ***********************************************************************
 QO2472  DESIGNATION -  2748 S
 QO2472  PID         -  QO2472
 QO2472  STATE/COUNTY-  MN/HENNEPIN
 QO2472  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2472
 QO2472                         *CURRENT SURVEY CONTROL
 QO2472  ___________________________________________________________________
 QO2472* NAD 83(1986)-  45 04 49.     (N)    093 17 16.     (W)     SCALED    
 QO2472* NAVD 88     -       259.077  (meters)     849.99   (feet)  ADJUSTED  
 QO2472  ___________________________________________________________________
 QO2472  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 QO2472  DYNAMIC HT  -         259.075 (meters)     849.98  (feet)  COMP
 QO2472  MODELED GRAV-     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
 QO2472.and adjusted by the National Geodetic Survey in June 1995..
 QO2472
 QO2472.The geoid height was determined by GEOID03.
 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.      856,080.      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_MARKER: DV = VERTICAL CONTROL DISK
 QO2472_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO2472+WITH SETTING: PAVEMENT
 QO2472_SP_SET: CONCRETE BASE
 QO2472_STAMPING: 2748 S 1987
 QO2472_MARK LOGO: MNDT  
 QO2472_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2472+STABILITY: SURFACE MOTION
 QO2472
 QO2472  HISTORY     - Date     Condition        Report By
 QO2472  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2473 ***********************************************************************
 QO2473  DESIGNATION -  2748 T
 QO2473  PID         -  QO2473
 QO2473  STATE/COUNTY-  MN/HENNEPIN
 QO2473  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2473
 QO2473                         *CURRENT SURVEY CONTROL
 QO2473  ___________________________________________________________________
 QO2473* NAD 83(1986)-  45 04 57.     (N)    093 17 17.     (W)     SCALED    
 QO2473* NAVD 88     -       260.119  (meters)     853.41   (feet)  ADJUSTED  
 QO2473  ___________________________________________________________________
 QO2473  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 QO2473  DYNAMIC HT  -         260.117 (meters)     853.40  (feet)  COMP
 QO2473  MODELED GRAV-     980,599.1   (mgal)                       NAVD 88
 QO2473
 QO2473  VERT ORDER  -  SECOND    CLASS II
 QO2473
 QO2473.The horizontal coordinates were scaled from a topographic map and have
 QO2473.an estimated accuracy of +/- 6 seconds.
 QO2473
 QO2473.The orthometric height was determined by differential leveling
 QO2473.and adjusted by the National Geodetic Survey in June 1995..
 QO2473
 QO2473.The geoid height was determined by GEOID03.
 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     -   331,640.      856,050.      MT  (+/- 180 meters Scaled)
 QO2473
 QO2473                          SUPERSEDED SURVEY CONTROL
 QO2473
 QO2473.No superseded survey control is available for this station.
 QO2473
 QO2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK773921(NAD 83)
 QO2473_MARKER: DV = VERTICAL CONTROL DISK
 QO2473_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO2473+WITH SETTING: PAVEMENT
 QO2473_SP_SET: CONCRETE BASE
 QO2473_STAMPING: 2748 T 1987
 QO2473_MARK LOGO: MNDT  
 QO2473_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2473+STABILITY: SURFACE MOTION
 QO2473
 QO2473  HISTORY     - Date     Condition        Report By
 QO2473  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2474 ***********************************************************************
 QO2474  DESIGNATION -  2748 U
 QO2474  PID         -  QO2474
 QO2474  STATE/COUNTY-  MN/HENNEPIN
 QO2474  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2474
 QO2474                         *CURRENT SURVEY CONTROL
 QO2474  ___________________________________________________________________
 QO2474* NAD 83(1986)-  45 05 14.     (N)    093 17 18.     (W)     SCALED    
 QO2474* NAVD 88     -       259.728  (meters)     852.12   (feet)  ADJUSTED  
 QO2474  ___________________________________________________________________
 QO2474  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 QO2474  DYNAMIC HT  -         259.725 (meters)     852.11  (feet)  COMP
 QO2474  MODELED GRAV-     980,598.9   (mgal)                       NAVD 88
 QO2474
 QO2474  VERT ORDER  -  SECOND    CLASS II
 QO2474
 QO2474.The horizontal coordinates were scaled from a topographic map and have
 QO2474.an estimated accuracy of +/- 6 seconds.
 QO2474
 QO2474.The orthometric height was determined by differential leveling
 QO2474.and adjusted by the National Geodetic Survey in June 1995..
 QO2474
 QO2474.The geoid height was determined by GEOID03.
 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     -   332,160.      856,030.      MT  (+/- 180 meters Scaled)
 QO2474
 QO2474                          SUPERSEDED SURVEY CONTROL
 QO2474
 QO2474.No superseded survey control is available for this station.
 QO2474
 QO2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK773926(NAD 83)
 QO2474_MARKER: DV = VERTICAL CONTROL DISK
 QO2474_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO2474+WITH SETTING: PAVEMENT
 QO2474_SP_SET: CONCRETE BASE
 QO2474_STAMPING: 2748 U 1987
 QO2474_MARK LOGO: MNDT  
 QO2474_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2474+STABILITY: SURFACE MOTION
 QO2474
 QO2474  HISTORY     - Date     Condition        Report By
 QO2474  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2477 ***********************************************************************
 QO2477  DESIGNATION -  2748 V
 QO2477  PID         -  QO2477
 QO2477  STATE/COUNTY-  MN/HENNEPIN
 QO2477  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2477
 QO2477                         *CURRENT SURVEY CONTROL
 QO2477  ___________________________________________________________________
 QO2477* NAD 83(1986)-  45 06 03.     (N)    093 18 03.     (W)     SCALED    
 QO2477* NAVD 88     -       258.923  (meters)     849.48   (feet)  ADJUSTED  
 QO2477  ___________________________________________________________________
 QO2477  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 QO2477  DYNAMIC HT  -         258.920 (meters)     849.47  (feet)  COMP
 QO2477  MODELED GRAV-     980,597.0   (mgal)                       NAVD 88
 QO2477
 QO2477  VERT ORDER  -  SECOND    CLASS II
 QO2477
 QO2477.The horizontal coordinates were scaled from a topographic map and have
 QO2477.an estimated accuracy of +/- 6 seconds.
 QO2477
 QO2477.The orthometric height was determined by differential leveling
 QO2477.and adjusted by the National Geodetic Survey in June 1995..
 QO2477
 QO2477.The geoid height was determined by GEOID03.
 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     -   333,670.      855,030.      MT  (+/- 180 meters Scaled)
 QO2477
 QO2477                          SUPERSEDED SURVEY CONTROL
 QO2477
 QO2477.No superseded survey control is available for this station.
 QO2477
 QO2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK763941(NAD 83)
 QO2477_MARKER: DV = VERTICAL CONTROL DISK
 QO2477_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO2477+WITH SETTING: PAVEMENT
 QO2477_SP_SET: CONCRETE BASE
 QO2477_STAMPING: 2748 V 1987
 QO2477_MARK LOGO: MNDT  
 QO2477_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2477+STABILITY: SURFACE MOTION
 QO2477
 QO2477  HISTORY     - Date     Condition        Report By
 QO2477  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2451 ***********************************************************************
 QO2451  DESIGNATION -  2748 Y
 QO2451  PID         -  QO2451
 QO2451  STATE/COUNTY-  MN/HENNEPIN
 QO2451  USGS QUAD   -  COON RAPIDS (1993)
 QO2451
 QO2451                         *CURRENT SURVEY CONTROL
 QO2451  ___________________________________________________________________
 QO2451* NAD 83(1986)-  45 07 40.     (N)    093 18 03.     (W)     SCALED    
 QO2451* NAVD 88     -       262.525  (meters)     861.30   (feet)  ADJUSTED  
 QO2451  ___________________________________________________________________
 QO2451  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 QO2451  DYNAMIC HT  -         262.520 (meters)     861.28  (feet)  COMP
 QO2451  MODELED GRAV-     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
 QO2451.and adjusted by the National Geodetic Survey in October 1999..
 QO2451
 QO2451.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 - April 16, 1992
 QO2451
 QO2451  HISTORY     - Date     Condition        Report By
 QO2451  HISTORY     - 1987     MONUMENTED       MNDT
 QO2451  HISTORY     - 19920416 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2452 ***********************************************************************
 QO2452  DESIGNATION -  2748 Z
 QO2452  PID         -  QO2452
 QO2452  STATE/COUNTY-  MN/HENNEPIN
 QO2452  USGS QUAD   -  COON RAPIDS (1993)
 QO2452
 QO2452                         *CURRENT SURVEY CONTROL
 QO2452  ___________________________________________________________________
 QO2452* NAD 83(1986)-  45 07 40.     (N)    093 18 03.     (W)     SCALED    
 QO2452* NAVD 88     -       255.873  (meters)     839.48   (feet)  ADJUSTED  
 QO2452  ___________________________________________________________________
 QO2452  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 QO2452  DYNAMIC HT  -         255.868 (meters)     839.46  (feet)  COMP
 QO2452  MODELED GRAV-     980,590.2   (mgal)                       NAVD 88
 QO2452
 QO2452  VERT ORDER  -  SECOND    CLASS I
 QO2452
 QO2452.The horizontal coordinates were scaled from a topographic map and have
 QO2452.an estimated accuracy of +/- 6 seconds.
 QO2452
 QO2452.The orthometric height was determined by differential leveling
 QO2452.and adjusted by the National Geodetic Survey in October 1999..
 QO2452
 QO2452.The geoid height was determined by GEOID03.
 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     -   336,660.      855,000.      MT  (+/- 180 meters Scaled)
 QO2452
 QO2452                          SUPERSEDED SURVEY CONTROL
 QO2452
 QO2452  NAVD 88 (06/23/95)  255.868  (m)          839.46   (f) UNKNOWN     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: 15TVK763971(NAD 83)
 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 NOT SUITABLE FOR
 QO2452+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1992
 QO2452
 QO2452  HISTORY     - Date     Condition        Report By
 QO2452  HISTORY     - 1987     MONUMENTED       MNDT
 QO2452  HISTORY     - 19920416 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0554 ***********************************************************************
 QO0554  DESIGNATION -  2750 A
 QO0554  PID         -  QO0554
 QO0554  STATE/COUNTY-  MN/HENNEPIN
 QO0554  USGS QUAD   -  ANOKA (1993)
 QO0554
 QO0554                         *CURRENT SURVEY CONTROL
 QO0554  ___________________________________________________________________
 QO0554* NAD 83(1986)-  45 10 53.     (N)    093 23 31.     (W)     SCALED    
 QO0554* NAVD 88     -       260.546  (meters)     854.81   (feet)  ADJUSTED  
 QO0554  ___________________________________________________________________
 QO0554  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 QO0554  DYNAMIC HT  -         260.529 (meters)     854.75  (feet)  COMP
 QO0554  MODELED GRAV-     980,545.0   (mgal)                       NAVD 88
 QO0554
 QO0554  VERT ORDER  -  SECOND    CLASS 0
 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
 QO0554.and adjusted by the National Geodetic Survey in June 1991..
 QO0554
 QO0554.The geoid height was determined by GEOID03.
 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  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_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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0554
 QO0554  HISTORY     - Date     Condition        Report By
 QO0554  HISTORY     - 1970     MONUMENTED       MNHD
 QO0554  HISTORY     - 19810928 GOOD             MNDT
 QO0554  HISTORY     - 1987     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2393 ***********************************************************************
 QO2393  DESIGNATION -  2750 F
 QO2393  PID         -  QO2393
 QO2393  STATE/COUNTY-  MN/HENNEPIN
 QO2393  USGS QUAD   -  OSSEO (1993)
 QO2393
 QO2393                         *CURRENT SURVEY CONTROL
 QO2393  ___________________________________________________________________
 QO2393* NAD 83(1986)-  45 06 58.     (N)    093 23 32.     (W)     SCALED    
 QO2393* NAVD 88     -       268.374  (meters)     880.49   (feet)  ADJUSTED  
 QO2393  ___________________________________________________________________
 QO2393  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 QO2393  DYNAMIC HT  -         268.364 (meters)     880.46  (feet)  COMP
 QO2393  MODELED GRAV-     980,573.7   (mgal)                       NAVD 88
 QO2393
 QO2393  VERT ORDER  -  SECOND    CLASS II
 QO2393
 QO2393.The horizontal coordinates were scaled from a topographic map and have
 QO2393.an estimated accuracy of +/- 6 seconds.
 QO2393
 QO2393.The orthometric height was determined by differential leveling
 QO2393.and adjusted by the National Geodetic Survey in June 1995..
 QO2393
 QO2393.The geoid height was determined by GEOID03.
 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     -   335,310.      847,820.      MT  (+/- 180 meters Scaled)
 QO2393
 QO2393                          SUPERSEDED SURVEY CONTROL
 QO2393
 QO2393.No superseded survey control is available for this station.
 QO2393
 QO2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK691959(NAD 83)
 QO2393_MARKER: DV = VERTICAL CONTROL DISK
 QO2393_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO2393_SP_SET: CONCRETE FOOTING
 QO2393_STAMPING: 2750 F 1981
 QO2393_MARK LOGO: MNDT  
 QO2393_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2393+STABILITY: SURFACE MOTION
 QO2393
 QO2393  HISTORY     - Date     Condition        Report By
 QO2393  HISTORY     - 1981     MONUMENTED       MNDT
 QO2393  HISTORY     - 20040606 GOOD             USPSQD
 QO2393  HISTORY     - 20051112 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2394 ***********************************************************************
 QO2394  DESIGNATION -  2750 G
 QO2394  PID         -  QO2394
 QO2394  STATE/COUNTY-  MN/HENNEPIN
 QO2394  USGS QUAD   -  OSSEO (1993)
 QO2394
 QO2394                         *CURRENT SURVEY CONTROL
 QO2394  ___________________________________________________________________
 QO2394* NAD 83(1986)-  45 07 24.     (N)    093 23 24.     (W)     SCALED    
 QO2394* NAVD 88     -       269.405  (meters)     883.87   (feet)  ADJUSTED  
 QO2394  ___________________________________________________________________
 QO2394  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 QO2394  DYNAMIC HT  -         269.394 (meters)     883.84  (feet)  COMP
 QO2394  MODELED GRAV-     980,570.9   (mgal)                       NAVD 88
 QO2394
 QO2394  VERT ORDER  -  SECOND    CLASS II
 QO2394
 QO2394.The horizontal coordinates were scaled from a topographic map and have
 QO2394.an estimated accuracy of +/- 6 seconds.
 QO2394
 QO2394.The orthometric height was determined by differential leveling
 QO2394.and adjusted by the National Geodetic Survey in June 1995..
 QO2394
 QO2394.The geoid height was determined by GEOID03.
 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     -   336,110.      847,990.      MT  (+/- 180 meters Scaled)
 QO2394
 QO2394                          SUPERSEDED SURVEY CONTROL
 QO2394
 QO2394.No superseded survey control is available for this station.
 QO2394
 QO2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK693967(NAD 83)
 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_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 - October 25, 2003
 QO2394
 QO2394  HISTORY     - Date     Condition        Report By
 QO2394  HISTORY     - 1981     MONUMENTED       MNDT
 QO2394  HISTORY     - 19920416 GOOD             MNDT
 QO2394  HISTORY     - 20031025 GOOD             USPSQD
 QO2394  HISTORY     - 20051112 GOOD             USPSQD
 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 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2397 ***********************************************************************
 QO2397  DESIGNATION -  2750 J
 QO2397  PID         -  QO2397
 QO2397  STATE/COUNTY-  MN/HENNEPIN
 QO2397  USGS QUAD   -  ANOKA (1993)
 QO2397
 QO2397                         *CURRENT SURVEY CONTROL
 QO2397  ___________________________________________________________________
 QO2397* NAD 83(1986)-  45 07 51.     (N)    093 24 08.     (W)     SCALED    
 QO2397* NAVD 88     -       270.853  (meters)     888.62   (feet)  ADJUSTED  
 QO2397  ___________________________________________________________________
 QO2397  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 QO2397  DYNAMIC HT  -         270.841 (meters)     888.58  (feet)  COMP
 QO2397  MODELED GRAV-     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
 QO2397.and adjusted by the National Geodetic Survey in June 1995..
 QO2397
 QO2397.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 QO2397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO2397_SP_SET: POWERLINE TOWER FOUNDATION
 QO2397_STAMPING: 2750 J 1981
 QO2397_MARK LOGO: MNDT  
 QO2397_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2397+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 QO2397
 QO2397  HISTORY     - Date     Condition        Report By
 QO2397  HISTORY     - 1981     MONUMENTED       MNDT
 QO2397  HISTORY     - 19920430 GOOD             MNDT
 QO2397  HISTORY     - 20040606 GOOD             USPSQD
 QO2397  HISTORY     - 20051112 GOOD             USPSQD
 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 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2399 ***********************************************************************
 QO2399  DESIGNATION -  2750 K
 QO2399  PID         -  QO2399
 QO2399  STATE/COUNTY-  MN/HENNEPIN
 QO2399  USGS QUAD   -  ANOKA (1993)
 QO2399
 QO2399                         *CURRENT SURVEY CONTROL
 QO2399  ___________________________________________________________________
 QO2399* NAD 83(1986)-  45 08 17.     (N)    093 23 25.     (W)     SCALED    
 QO2399* NAVD 88     -       267.514  (meters)     877.67   (feet)  ADJUSTED  
 QO2399  ___________________________________________________________________
 QO2399  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 QO2399  DYNAMIC HT  -         267.502 (meters)     877.63  (feet)  COMP
 QO2399  MODELED GRAV-     980,564.1   (mgal)                       NAVD 88
 QO2399
 QO2399  VERT ORDER  -  SECOND    CLASS I
 QO2399
 QO2399.The horizontal coordinates were scaled from a topographic map and have
 QO2399.an estimated accuracy of +/- 6 seconds.
 QO2399
 QO2399.The orthometric height was determined by differential leveling
 QO2399.and adjusted by the National Geodetic Survey in October 1999..
 QO2399.No vertical observational check was made to the station.
 QO2399
 QO2399.The geoid height was determined by GEOID03.
 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     -   337,750.      847,960.      MT  (+/- 180 meters Scaled)
 QO2399
 QO2399                          SUPERSEDED SURVEY CONTROL
 QO2399
 QO2399  NAVD 88 (06/23/95)  267.529  (m)          877.72   (f) UNKNOWN     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: 15TVK693983(NAD 83)
 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_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 - November 02, 2003
 QO2399
 QO2399  HISTORY     - Date     Condition        Report By
 QO2399  HISTORY     - 1981     MONUMENTED       MNDT
 QO2399  HISTORY     - 19920430 GOOD             MNDT
 QO2399  HISTORY     - 20031102 GOOD             USPSQD
 QO2399  HISTORY     - 20051112 GOOD             USPSQD
 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 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2398 ***********************************************************************
 QO2398  DESIGNATION -  2750 L
 QO2398  PID         -  QO2398
 QO2398  STATE/COUNTY-  MN/HENNEPIN
 QO2398  USGS QUAD   -  ANOKA (1993)
 QO2398
 QO2398                         *CURRENT SURVEY CONTROL
 QO2398  ___________________________________________________________________
 QO2398* NAD 83(1986)-  45 08 17.     (N)    093 24 08.     (W)     SCALED    
 QO2398* NAVD 88     -       268.868  (meters)     882.11   (feet)  ADJUSTED  
 QO2398  ___________________________________________________________________
 QO2398  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 QO2398  DYNAMIC HT  -         268.855 (meters)     882.07  (feet)  COMP
 QO2398  MODELED GRAV-     980,560.8   (mgal)                       NAVD 88
 QO2398
 QO2398  VERT ORDER  -  SECOND    CLASS II
 QO2398
 QO2398.The horizontal coordinates were scaled from a topographic map and have
 QO2398.an estimated accuracy of +/- 6 seconds.
 QO2398
 QO2398.The orthometric height was determined by differential leveling
 QO2398.and adjusted by the National Geodetic Survey in June 1995..
 QO2398
 QO2398.The geoid height was determined by GEOID03.
 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     -   337,740.      847,020.      MT  (+/- 180 meters Scaled)
 QO2398
 QO2398                          SUPERSEDED SURVEY CONTROL
 QO2398
 QO2398.No superseded survey control is available for this station.
 QO2398
 QO2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK683983(NAD 83)
 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_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 - June 06, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2400 ***********************************************************************
 QO2400  DESIGNATION -  2750 M
 QO2400  PID         -  QO2400
 QO2400  STATE/COUNTY-  MN/HENNEPIN
 QO2400  USGS QUAD   -  ANOKA (1993)
 QO2400
 QO2400                         *CURRENT SURVEY CONTROL
 QO2400  ___________________________________________________________________
 QO2400* NAD 83(1986)-  45 08 42.     (N)    093 23 54.     (W)     SCALED    
 QO2400* NAVD 88     -       268.209  (meters)     879.95   (feet)  ADJUSTED  
 QO2400  ___________________________________________________________________
 QO2400  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 QO2400  DYNAMIC HT  -         268.195 (meters)     879.90  (feet)  COMP
 QO2400  MODELED GRAV-     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
 QO2400.and adjusted by the National Geodetic Survey in June 1995..
 QO2400
 QO2400.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2048 ***********************************************************************
 PP2048  DESIGNATION -  2752 A
 PP2048  PID         -  PP2048
 PP2048  STATE/COUNTY-  MN/HENNEPIN
 PP2048  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP2048
 PP2048                         *CURRENT SURVEY CONTROL
 PP2048  ___________________________________________________________________
 PP2048* NAD 83(1986)-  44 59 02.     (N)    093 20 57.     (W)     SCALED    
 PP2048* NAVD 88     -       270.109  (meters)     886.18   (feet)  ADJUSTED  
 PP2048  ___________________________________________________________________
 PP2048  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 PP2048  DYNAMIC HT  -         270.104 (meters)     886.17  (feet)  COMP
 PP2048  MODELED GRAV-     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
 PP2048.and adjusted by the National Geodetic Survey in June 1991..
 PP2048
 PP2048.The geoid height was determined by GEOID03.
 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     -   320,640.      851,330.      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_MARKER: DB = BENCH MARK 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: O = OTHER; SEE DESCRIPTION
 PP2048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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     - 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 (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 = OCTOBER  6, 2006
 PP3385 ***********************************************************************
 PP3385  DESIGNATION -  2752 B
 PP3385  PID         -  PP3385
 PP3385  STATE/COUNTY-  MN/HENNEPIN
 PP3385  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP3385
 PP3385                         *CURRENT SURVEY CONTROL
 PP3385  ___________________________________________________________________
 PP3385* NAD 83(1986)-  44 59 03.     (N)    093 20 15.     (W)     SCALED    
 PP3385* NAVD 88     -       264.283  (meters)     867.07   (feet)  ADJUSTED  
 PP3385  ___________________________________________________________________
 PP3385  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 PP3385  DYNAMIC HT  -         264.278 (meters)     867.05  (feet)  COMP
 PP3385  MODELED GRAV-     980,589.6   (mgal)                       NAVD 88
 PP3385
 PP3385  VERT ORDER  -  SECOND    CLASS II
 PP3385
 PP3385.The horizontal coordinates were scaled from a topographic map and have
 PP3385.an estimated accuracy of +/- 6 seconds.
 PP3385
 PP3385.The orthometric height was determined by differential leveling
 PP3385.and adjusted by the National Geodetic Survey in June 1995..
 PP3385
 PP3385.The geoid height was determined by GEOID03.
 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     -   320,680.      852,250.      MT  (+/- 180 meters Scaled)
 PP3385
 PP3385                          SUPERSEDED SURVEY CONTROL
 PP3385
 PP3385.No superseded survey control is available for this station.
 PP3385
 PP3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK733812(NAD 83)
 PP3385_MARKER: DB = BENCH MARK DISK
 PP3385_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PP3385_SP_SET: BRIDGE WINGWALL
 PP3385_STAMPING: 2752 B 1978
 PP3385_MARK LOGO: MNDT  
 PP3385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3385
 PP3385  HISTORY     - Date     Condition        Report By
 PP3385  HISTORY     - 1978     MONUMENTED       MNDT
 PP3385  HISTORY     - 1979     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3386 ***********************************************************************
 PP3386  DESIGNATION -  2752 C
 PP3386  PID         -  PP3386
 PP3386  STATE/COUNTY-  MN/HENNEPIN
 PP3386  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP3386
 PP3386                         *CURRENT SURVEY CONTROL
 PP3386  ___________________________________________________________________
 PP3386* NAD 83(1986)-  44 59 03.     (N)    093 19 40.     (W)     SCALED    
 PP3386* NAVD 88     -       254.212  (meters)     834.03   (feet)  ADJUSTED  
 PP3386  ___________________________________________________________________
 PP3386  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 PP3386  DYNAMIC HT  -         254.207 (meters)     834.01  (feet)  COMP
 PP3386  MODELED GRAV-     980,589.0   (mgal)                       NAVD 88
 PP3386
 PP3386  VERT ORDER  -  SECOND    CLASS II
 PP3386
 PP3386.The horizontal coordinates were scaled from a topographic map and have
 PP3386.an estimated accuracy of +/- 6 seconds.
 PP3386
 PP3386.The orthometric height was determined by differential leveling
 PP3386.and adjusted by the National Geodetic Survey in June 1995..
 PP3386
 PP3386.The geoid height was determined by GEOID03.
 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.      853,010.      MT  (+/- 180 meters Scaled)
 PP3386
 PP3386                          SUPERSEDED SURVEY CONTROL
 PP3386
 PP3386.No superseded survey control is available for this station.
 PP3386
 PP3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK741812(NAD 83)
 PP3386_MARKER: DB = BENCH MARK DISK
 PP3386_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP3386+WITH SETTING: INTO GROUND
 PP3386_SP_SET: METAL ROD WITH BASE PLATE
 PP3386_STAMPING: 2752 C 1978
 PP3386_MARK LOGO: MNDT  
 PP3386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3386+STABILITY: SURFACE MOTION
 PP3386
 PP3386  HISTORY     - Date     Condition        Report By
 PP3386  HISTORY     - 1978     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0845 ***********************************************************************
 QO0845  DESIGNATION -  2755 D
 QO0845  PID         -  QO0845
 QO0845  STATE/COUNTY-  MN/HENNEPIN
 QO0845  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0845
 QO0845                         *CURRENT SURVEY CONTROL
 QO0845  ___________________________________________________________________
 QO0845* NAD 83(1986)-  45 03 31.     (N)    093 18 31.     (W)     SCALED    
 QO0845* NAVD 88     -       263.575  (meters)     864.75   (feet)  ADJUSTED  
 QO0845  ___________________________________________________________________
 QO0845  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 QO0845  DYNAMIC HT  -         263.572 (meters)     864.74  (feet)  COMP
 QO0845  MODELED GRAV-     980,598.1   (mgal)                       NAVD 88
 QO0845
 QO0845  VERT ORDER  -  SECOND    CLASS I
 QO0845
 QO0845.The horizontal coordinates were scaled from a topographic map and have
 QO0845.an estimated accuracy of +/- 6 seconds.
 QO0845
 QO0845.The orthometric height was determined by differential leveling
 QO0845.and adjusted by the National Geodetic Survey in June 1991..
 QO0845
 QO0845.The geoid height was determined by GEOID03.
 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     -   328,970.      854,460.      MT  (+/- 180 meters Scaled)
 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: 15TVK757895(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 QO0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0845
 QO0845  HISTORY     - Date     Condition        Report By
 QO0845  HISTORY     - 1972     MONUMENTED       MNDT
 QO0845  HISTORY     - 1987     GOOD             USPSQD
 QO0845  HISTORY     - 1987     GOOD             USPSQD
 QO0845  HISTORY     - 1987     GOOD             USPSQD
 QO0845  HISTORY     - 19980604 GOOD             MNDT
 QO0845
 QO0845                          STATION DESCRIPTION
 QO0845
 QO0845'DESCRIBED BY MN DEPT OF TRANSP 1972
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0844 ***********************************************************************
 QO0844  DESIGNATION -  2755 E
 QO0844  PID         -  QO0844
 QO0844  STATE/COUNTY-  MN/HENNEPIN
 QO0844  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0844
 QO0844                         *CURRENT SURVEY CONTROL
 QO0844  ___________________________________________________________________
 QO0844* NAD 83(1986)-  45 03 38.     (N)    093 18 19.     (W)     SCALED    
 QO0844* NAVD 88     -       263.819  (meters)     865.55   (feet)  ADJUSTED  
 QO0844  ___________________________________________________________________
 QO0844  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 QO0844  DYNAMIC HT  -         263.816 (meters)     865.54  (feet)  COMP
 QO0844  MODELED GRAV-     980,598.4   (mgal)                       NAVD 88
 QO0844
 QO0844  VERT ORDER  -  SECOND    CLASS I
 QO0844
 QO0844.The horizontal coordinates were scaled from a topographic map and have
 QO0844.an estimated accuracy of +/- 6 seconds.
 QO0844
 QO0844.The orthometric height was determined by differential leveling
 QO0844.and adjusted by the National Geodetic Survey in August 2004..
 QO0844
 QO0844.The geoid height was determined by GEOID03.
 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     -   329,190.      854,720.      MT  (+/- 180 meters Scaled)
 QO0844
 QO0844                          SUPERSEDED SURVEY CONTROL
 QO0844
 QO0844  NAVD 88 (06/15/91)  263.823  (m)          865.56   (f) UNKNOWN     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: 15TVK759897(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 QO0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0844
 QO0844  HISTORY     - Date     Condition        Report By
 QO0844  HISTORY     - 1972     MONUMENTED       MNDT
 QO0844  HISTORY     - 1987     GOOD             USPSQD
 QO0844  HISTORY     - 19980604 GOOD             MNDT
 QO0844
 QO0844                          STATION DESCRIPTION
 QO0844
 QO0844'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2379 ***********************************************************************
 QO2379  DESIGNATION -  2755 F
 QO2379  PID         -  QO2379
 QO2379  STATE/COUNTY-  MN/HENNEPIN
 QO2379  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2379
 QO2379                         *CURRENT SURVEY CONTROL
 QO2379  ___________________________________________________________________
 QO2379* NAD 83(1986)-  45 02 22.     (N)    093 20 21.     (W)     SCALED    
 QO2379* NAVD 88     -       264.472  (meters)     867.69   (feet)  ADJUSTED  
 QO2379  ___________________________________________________________________
 QO2379  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 QO2379  DYNAMIC HT  -         264.468 (meters)     867.68  (feet)  COMP
 QO2379  MODELED GRAV-     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
 QO2379.and adjusted by the National Geodetic Survey in August 2004..
 QO2379
 QO2379.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8269 ***********************************************************************
 DE8269  DESIGNATION -  2755 G
 DE8269  PID         -  DE8269
 DE8269  STATE/COUNTY-  MN/HENNEPIN
 DE8269  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DE8269
 DE8269                         *CURRENT SURVEY CONTROL
 DE8269  ___________________________________________________________________
 DE8269* NAD 83(1986)-  45 02 25.     (N)    093 20 12.     (W)     SCALED    
 DE8269* NAVD 88     -       263.376  (meters)     864.09   (feet)  ADJUSTED  
 DE8269  ___________________________________________________________________
 DE8269  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DE8269  DYNAMIC HT  -         263.373 (meters)     864.08  (feet)  COMP
 DE8269  MODELED GRAV-     980,595.9   (mgal)                       NAVD 88
 DE8269
 DE8269  VERT ORDER  -  SECOND    CLASS I
 DE8269
 DE8269.The horizontal coordinates were scaled from a topographic map and have
 DE8269.an estimated accuracy of +/- 6 seconds.
 DE8269
 DE8269.The orthometric height was determined by differential leveling
 DE8269.and adjusted by the National Geodetic Survey in August 2004..
 DE8269
 DE8269.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DE8269;SPC MN S     -   326,920.      852,260.      MT  (+/- 180 meters Scaled)
 DE8269
 DE8269                          SUPERSEDED SURVEY CONTROL
 DE8269
 DE8269.No superseded survey control is available for this station.
 DE8269
 DE8269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK734874(NAD 83)
 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: RECESSED 3 CENTIMETERS
 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 - 1998
 DE8269_ROD/PIPE-DEPTH: 18.3 meters
 DE8269
 DE8269  HISTORY     - Date     Condition        Report By
 DE8269  HISTORY     - 1998     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8270 ***********************************************************************
 DE8270  DESIGNATION -  2755 H
 DE8270  PID         -  DE8270
 DE8270  STATE/COUNTY-  MN/HENNEPIN
 DE8270  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DE8270
 DE8270                         *CURRENT SURVEY CONTROL
 DE8270  ___________________________________________________________________
 DE8270* NAD 83(1986)-  45 02 44.     (N)    093 19 38.     (W)     SCALED    
 DE8270* NAVD 88     -       264.348  (meters)     867.28   (feet)  ADJUSTED  
 DE8270  ___________________________________________________________________
 DE8270  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DE8270  DYNAMIC HT  -         264.345 (meters)     867.27  (feet)  COMP
 DE8270  MODELED GRAV-     980,596.4   (mgal)                       NAVD 88
 DE8270
 DE8270  VERT ORDER  -  SECOND    CLASS I
 DE8270
 DE8270.The horizontal coordinates were scaled from a topographic map and have
 DE8270.an estimated accuracy of +/- 6 seconds.
 DE8270
 DE8270.The orthometric height was determined by differential leveling
 DE8270.and adjusted by the National Geodetic Survey in August 2004..
 DE8270
 DE8270.The geoid height was determined by GEOID03.
 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     -   327,510.      853,000.      MT  (+/- 180 meters Scaled)
 DE8270
 DE8270                          SUPERSEDED SURVEY CONTROL
 DE8270
 DE8270.No superseded survey control is available for this station.
 DE8270
 DE8270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK742880(NAD 83)
 DE8270_MARKER: DD = SURVEY DISK
 DE8270_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DE8270_SP_SET: TENSION POLE FOOTING
 DE8270_STAMPING: 2755 H 1998
 DE8270_MARK LOGO: MNDT  
 DE8270_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8270+STABILITY: SURFACE MOTION
 DE8270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8270+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE8270
 DE8270  HISTORY     - Date     Condition        Report By
 DE8270  HISTORY     - 1998     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8271 ***********************************************************************
 DE8271  DESIGNATION -  2755 J
 DE8271  PID         -  DE8271
 DE8271  STATE/COUNTY-  MN/HENNEPIN
 DE8271  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DE8271
 DE8271                         *CURRENT SURVEY CONTROL
 DE8271  ___________________________________________________________________
 DE8271* NAD 83(1986)-  45 03 19.     (N)    093 18 51.     (W)     SCALED    
 DE8271* NAVD 88     -       258.037  (meters)     846.58   (feet)  ADJUSTED  
 DE8271  ___________________________________________________________________
 DE8271  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DE8271  DYNAMIC HT  -         258.034 (meters)     846.57  (feet)  COMP
 DE8271  MODELED GRAV-     980,597.6   (mgal)                       NAVD 88
 DE8271
 DE8271  VERT ORDER  -  SECOND    CLASS I
 DE8271
 DE8271.The horizontal coordinates were scaled from a topographic map and have
 DE8271.an estimated accuracy of +/- 6 seconds.
 DE8271
 DE8271.The orthometric height was determined by differential leveling
 DE8271.and adjusted by the National Geodetic Survey in August 2004..
 DE8271
 DE8271.The geoid height was determined by GEOID03.
 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     -   328,600.      854,020.      MT  (+/- 180 meters Scaled)
 DE8271
 DE8271                          SUPERSEDED SURVEY CONTROL
 DE8271
 DE8271.No superseded survey control is available for this station.
 DE8271
 DE8271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK752891(NAD 83)
 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 - June 09, 1998
 DE8271
 DE8271  HISTORY     - Date     Condition        Report By
 DE8271  HISTORY     - 1991     MONUMENTED       MNDT
 DE8271  HISTORY     - 19980609 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4353 ***********************************************************************
 AH4353  DESIGNATION -  2758 BB
 AH4353  PID         -  AH4353
 AH4353  STATE/COUNTY-  MN/HENNEPIN
 AH4353  USGS QUAD   -  ST PAUL SW (1993)
 AH4353
 AH4353                         *CURRENT SURVEY CONTROL
 AH4353  ___________________________________________________________________
 AH4353* NAD 83(1986)-  44 50 08.     (N)    093 14 27.     (W)     SCALED    
 AH4353* NAVD 88     -       226.639  (meters)     743.56   (feet)  ADJUSTED  
 AH4353  ___________________________________________________________________
 AH4353  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AH4353  DYNAMIC HT  -         226.631 (meters)     743.54  (feet)  COMP
 AH4353  MODELED GRAV-     980,576.4   (mgal)                       NAVD 88
 AH4353
 AH4353  VERT ORDER  -  SECOND    CLASS I
 AH4353
 AH4353.The horizontal coordinates were scaled from a topographic map and have
 AH4353.an estimated accuracy of +/- 6 seconds.
 AH4353
 AH4353.The orthometric height was determined by differential leveling
 AH4353.and adjusted by the National Geodetic Survey in June 2000..
 AH4353
 AH4353.The geoid height was determined by GEOID03.
 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     -   304,230.      860,020.      MT  (+/- 180 meters Scaled)
 AH4353
 AH4353                          SUPERSEDED SURVEY CONTROL
 AH4353
 AH4353.No superseded survey control is available for this station.
 AH4353
 AH4353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK809647(NAD 83)
 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 - 1980
 AH4353
 AH4353  HISTORY     - Date     Condition        Report By
 AH4353  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4354 ***********************************************************************
 AH4354  DESIGNATION -  2758 CC
 AH4354  PID         -  AH4354
 AH4354  STATE/COUNTY-  MN/HENNEPIN
 AH4354  USGS QUAD   -  ST PAUL SW (1993)
 AH4354
 AH4354                         *CURRENT SURVEY CONTROL
 AH4354  ___________________________________________________________________
 AH4354* NAD 83(1986)-  44 50 30.     (N)    093 14 37.     (W)     SCALED    
 AH4354* NAVD 88     -       250.497  (meters)     821.84   (feet)  ADJUSTED  
 AH4354  ___________________________________________________________________
 AH4354  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AH4354  DYNAMIC HT  -         250.489 (meters)     821.81  (feet)  COMP
 AH4354  MODELED GRAV-     980,577.1   (mgal)                       NAVD 88
 AH4354
 AH4354  VERT ORDER  -  SECOND    CLASS I
 AH4354
 AH4354.The horizontal coordinates were scaled from a topographic map and have
 AH4354.an estimated accuracy of +/- 6 seconds.
 AH4354
 AH4354.The orthometric height was determined by differential leveling
 AH4354.and adjusted by the National Geodetic Survey in June 2000..
 AH4354
 AH4354.The geoid height was determined by GEOID03.
 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     -   304,910.      859,800.      MT  (+/- 180 meters Scaled)
 AH4354
 AH4354                          SUPERSEDED SURVEY CONTROL
 AH4354
 AH4354.No superseded survey control is available for this station.
 AH4354
 AH4354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK807653(NAD 83)
 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 CC 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 - 1980
 AH4354
 AH4354  HISTORY     - Date     Condition        Report By
 AH4354  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6988 ***********************************************************************
 AE6988  DESIGNATION -  2758 D
 AE6988  PID         -  AE6988
 AE6988  STATE/COUNTY-  MN/HENNEPIN
 AE6988  USGS QUAD   -  ST PAUL WEST (1993)
 AE6988
 AE6988                         *CURRENT SURVEY CONTROL
 AE6988  ___________________________________________________________________
 AE6988* NAD 83(1986)-  44 53 00.     (N)    093 14 47.     (W)     SCALED    
 AE6988* NAVD 88     -       258.771  (meters)     848.98   (feet)  ADJUSTED  
 AE6988  ___________________________________________________________________
 AE6988  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AE6988  DYNAMIC HT  -         258.763 (meters)     848.96  (feet)  COMP
 AE6988  MODELED GRAV-     980,578.2   (mgal)                       NAVD 88
 AE6988
 AE6988  VERT ORDER  -  SECOND    CLASS II
 AE6988
 AE6988.The horizontal coordinates were scaled from a topographic map and have
 AE6988.an estimated accuracy of +/- 6 seconds.
 AE6988
 AE6988.The orthometric height was determined by differential leveling
 AE6988.and adjusted by the National Geodetic Survey in April 1998..
 AE6988
 AE6988.The geoid height was determined by GEOID03.
 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     -   309,540.      859,540.      MT  (+/- 180 meters Scaled)
 AE6988
 AE6988                          SUPERSEDED SURVEY CONTROL
 AE6988
 AE6988.No superseded survey control is available for this station.
 AE6988
 AE6988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK805700(NAD 83)
 AE6988_MARKER: DB = BENCH MARK DISK
 AE6988_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE6988_STAMPING: 2758 D 1979
 AE6988_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6988
 AE6988  HISTORY     - Date     Condition        Report By
 AE6988  HISTORY     - 1979     MONUMENTED       MNDT
 AE6988  HISTORY     - 20000326 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4355 ***********************************************************************
 AH4355  DESIGNATION -  2758 DD
 AH4355  PID         -  AH4355
 AH4355  STATE/COUNTY-  MN/HENNEPIN
 AH4355  USGS QUAD   -  ST PAUL SW (1993)
 AH4355
 AH4355                         *CURRENT SURVEY CONTROL
 AH4355  ___________________________________________________________________
 AH4355* NAD 83(1986)-  44 50 41.     (N)    093 14 49.     (W)     SCALED    
 AH4355* NAVD 88     -       251.864  (meters)     826.32   (feet)  ADJUSTED  
 AH4355  ___________________________________________________________________
 AH4355  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AH4355  DYNAMIC HT  -         251.856 (meters)     826.30  (feet)  COMP
 AH4355  MODELED GRAV-     980,577.6   (mgal)                       NAVD 88
 AH4355
 AH4355  VERT ORDER  -  SECOND    CLASS I
 AH4355
 AH4355.The horizontal coordinates were scaled from a topographic map and have
 AH4355.an estimated accuracy of +/- 6 seconds.
 AH4355
 AH4355.The orthometric height was determined by differential leveling
 AH4355.and adjusted by the National Geodetic Survey in June 2000..
 AH4355
 AH4355.The geoid height was determined by GEOID03.
 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     -   305,250.      859,530.      MT  (+/- 180 meters Scaled)
 AH4355
 AH4355                          SUPERSEDED SURVEY CONTROL
 AH4355
 AH4355.No superseded survey control is available for this station.
 AH4355
 AH4355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK804657(NAD 83)
 AH4355_MARKER: DV = VERTICAL CONTROL DISK
 AH4355_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH4355_SP_SET: SIDEWALK ON BRIDGE
 AH4355_STAMPING: 2758 DD 1980
 AH4355_MARK LOGO: MNDT  
 AH4355_PROJECTION: FLUSH
 AH4355_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4355+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AH4355
 AH4355  HISTORY     - Date     Condition        Report By
 AH4355  HISTORY     - 1980     MONUMENTED       MNDT
 AH4355  HISTORY     - 20040624 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6989 ***********************************************************************
 AE6989  DESIGNATION -  2758 E
 AE6989  PID         -  AE6989
 AE6989  STATE/COUNTY-  MN/HENNEPIN
 AE6989  USGS QUAD   -  ST PAUL WEST (1993)
 AE6989
 AE6989                         *CURRENT SURVEY CONTROL
 AE6989  ___________________________________________________________________
 AE6989* NAD 83(1996)-  44 53 18.60273(N)    093 14 49.69690(W)     ADJUSTED  
 AE6989* NAVD 88     -       252.973  (meters)     829.96   (feet)  ADJUSTED  
 AE6989  ___________________________________________________________________
 AE6989  X           -    -256,394.397 (meters)                     COMP
 AE6989  Y           -  -4,519,236.827 (meters)                     COMP
 AE6989  Z           -   4,478,737.541 (meters)                     COMP
 AE6989  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 AE6989  ELLIP HEIGHT-         225.87  (meters)          (05/31/05) GPS OBS
 AE6989  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AE6989  DYNAMIC HT  -         252.965 (meters)     829.94  (feet)  COMP
 AE6989  MODELED GRAV-     980,578.5   (mgal)                       NAVD 88
 AE6989
 AE6989  HORZ ORDER  -  FIRST
 AE6989  VERT ORDER  -  SECOND    CLASS II
 AE6989  ELLP ORDER  -  SECOND    CLASS II
 AE6989
 AE6989.The horizontal coordinates were established by GPS observations
 AE6989.and adjusted by the MN DEPT OF TRANSP in May 2005..
 AE6989
 AE6989.The orthometric height was determined by differential leveling
 AE6989.and adjusted by the National Geodetic Survey in April 1998..
 AE6989
 AE6989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6989
 AE6989.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6989
 AE6989.The ellipsoidal height was determined by GPS observations
 AE6989.and is referenced to NAD 83.
 AE6989
 AE6989.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE6989;SPC MN S     -   310,110.255   859,471.678   MT  0.99994482   +0 31 39.7
 AE6989;UTM  15      - 4,970,594.073   480,484.002   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  =   0.99990941
 AE6989!UTM  15      -   0.99996459  x   0.99960468  =   0.99956928
 AE6989
 AE6989                          SUPERSEDED SURVEY CONTROL
 AE6989
 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: 15TVK8048470594(NAD 83)
 AE6989_MARKER: DV = VERTICAL CONTROL DISK
 AE6989_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE6989+WITH SETTING: INTO GROUND
 AE6989_STAMPING: 2758 E 1979
 AE6989_MARK LOGO: MNDT  
 AE6989_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6989+STABILITY: SURFACE MOTION
 AE6989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6989+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AE6989
 AE6989  HISTORY     - Date     Condition        Report By
 AE6989  HISTORY     - 1978     MONUMENTED       MNDT
 AE6989  HISTORY     - 20040624 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4356 ***********************************************************************
 AH4356  DESIGNATION -  2758 EE
 AH4356  PID         -  AH4356
 AH4356  STATE/COUNTY-  MN/HENNEPIN
 AH4356  USGS QUAD   -  ST PAUL SW (1993)
 AH4356
 AH4356                         *CURRENT SURVEY CONTROL
 AH4356  ___________________________________________________________________
 AH4356* NAD 83(1986)-  44 50 52.     (N)    093 14 51.     (W)     SCALED    
 AH4356* NAVD 88     -       252.983  (meters)     830.00   (feet)  ADJUSTED  
 AH4356  ___________________________________________________________________
 AH4356  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AH4356  DYNAMIC HT  -         252.975 (meters)     829.97  (feet)  COMP
 AH4356  MODELED GRAV-     980,577.8   (mgal)                       NAVD 88
 AH4356
 AH4356  VERT ORDER  -  SECOND    CLASS I
 AH4356
 AH4356.The horizontal coordinates were scaled from a topographic map and have
 AH4356.an estimated accuracy of +/- 6 seconds.
 AH4356
 AH4356.The orthometric height was determined by differential leveling
 AH4356.and adjusted by the National Geodetic Survey in June 2000..
 AH4356
 AH4356.The geoid height was determined by GEOID03.
 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     -   305,590.      859,490.      MT  (+/- 180 meters Scaled)
 AH4356
 AH4356                          SUPERSEDED SURVEY CONTROL
 AH4356
 AH4356.No superseded survey control is available for this station.
 AH4356
 AH4356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK804660(NAD 83)
 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 EE 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 - 1980
 AH4356
 AH4356  HISTORY     - Date     Condition        Report By
 AH4356  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1958 ***********************************************************************
 PP1958  DESIGNATION -  2762 A
 PP1958  PID         -  PP1958
 PP1958  STATE/COUNTY-  MN/HENNEPIN
 PP1958  USGS QUAD   -  SHAKOPEE (1993)
 PP1958
 PP1958                         *CURRENT SURVEY CONTROL
 PP1958  ___________________________________________________________________
 PP1958* NAD 83(1986)-  44 49 50.     (N)    093 31 01.     (W)     SCALED    
 PP1958* NAVD 88     -       264.463  (meters)     867.66   (feet)  ADJUSTED  
 PP1958  ___________________________________________________________________
 PP1958  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 PP1958  DYNAMIC HT  -         264.458 (meters)     867.64  (feet)  COMP
 PP1958  MODELED GRAV-     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
 PP1958.and adjusted by the National Geodetic Survey in June 1991..
 PP1958
 PP1958.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP1958_SETTING: 0 = UNSPECIFIED SETTING
 PP1958_STAMPING: 2762-A 1970
 PP1958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1958
 PP1958  HISTORY     - Date     Condition        Report By
 PP1958  HISTORY     - 1970     MONUMENTED       MNDT
 PP1958  HISTORY     - 1976     GOOD             MNDT
 PP1958
 PP1958                          STATION DESCRIPTION
 PP1958
 PP1958'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0880 ***********************************************************************
 QO0880  DESIGNATION -  276/2 CAP
 QO0880  PID         -  QO0880
 QO0880  STATE/COUNTY-  MN/SHERBURNE
 QO0880  USGS QUAD   -  ELK RIVER (1993)
 QO0880
 QO0880                         *CURRENT SURVEY CONTROL
 QO0880  ___________________________________________________________________
 QO0880* NAD 83(1986)-  45 17 41.     (N)    093 36 39.     (W)     SCALED    
 QO0880* NAVD 88     -       274.791  (meters)     901.54   (feet)  ADJUSTED  
 QO0880  ___________________________________________________________________
 QO0880  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 QO0880  DYNAMIC HT  -         274.769 (meters)     901.47  (feet)  COMP
 QO0880  MODELED GRAV-     980,530.8   (mgal)                       NAVD 88
 QO0880
 QO0880  VERT ORDER  -  FIRST     CLASS I
 QO0880
 QO0880.The horizontal coordinates were scaled from a topographic map and have
 QO0880.an estimated accuracy of +/- 6 seconds.
 QO0880
 QO0880.The orthometric height was determined by differential leveling
 QO0880.and adjusted by the National Geodetic Survey in June 1991..
 QO0880
 QO0880.The geoid height was determined by GEOID03.
 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     -   355,050.      830,530.      MT  (+/- 180 meters Scaled)
 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: 15TVL521158(NAD 83)
 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 = OCTOBER  6, 2006
 AA8252 ***********************************************************************
 AA8252  DESIGNATION -  276/2 RESET
 AA8252  PID         -  AA8252
 AA8252  STATE/COUNTY-  MN/SHERBURNE
 AA8252  USGS QUAD   -  ELK RIVER (1993)
 AA8252
 AA8252                         *CURRENT SURVEY CONTROL
 AA8252  ___________________________________________________________________
 AA8252* NAD 83(1986)-  45 17 41.     (N)    093 36 39.     (W)     SCALED    
 AA8252* NAVD 88     -       274.98   (+/-2cm)     902.2    (feet)  VERTCON   
 AA8252  ___________________________________________________________________
 AA8252  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AA8252
 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.The vertical order pertains to the NGVD 29 superseded value.
 AA8252
 AA8252.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE3041 ***********************************************************************
 AE3041  DESIGNATION -  2763 A 1
 AE3041  PID         -  AE3041
 AE3041  STATE/COUNTY-  MN/HENNEPIN
 AE3041  USGS QUAD   -  EDEN PRAIRIE (1993)
 AE3041
 AE3041                         *CURRENT SURVEY CONTROL
 AE3041  ___________________________________________________________________
 AE3041* NAD 83(1986)-  44 51 58.     (N)    093 25 09.     (W)     SCALED    
 AE3041* NAVD 88     -       270.971  (meters)     889.01   (feet)  ADJUSTED  
 AE3041  ___________________________________________________________________
 AE3041  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AE3041  DYNAMIC HT  -         270.964 (meters)     888.99  (feet)  COMP
 AE3041  MODELED GRAV-     980,583.1   (mgal)                       NAVD 88
 AE3041
 AE3041  VERT ORDER  -  SECOND    CLASS II
 AE3041
 AE3041.The horizontal coordinates were scaled from a topographic map and have
 AE3041.an estimated accuracy of +/- 6 seconds.
 AE3041
 AE3041.The orthometric height was determined by differential leveling
 AE3041.and adjusted by the National Geodetic Survey in November 1999..
 AE3041
 AE3041.The geoid height was determined by GEOID03.
 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     -   307,510.      845,900.      MT  (+/- 180 meters Scaled)
 AE3041
 AE3041                          SUPERSEDED SURVEY CONTROL
 AE3041
 AE3041.No superseded survey control is available for this station.
 AE3041
 AE3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK668681(NAD 83)
 AE3041_MARKER: DD = SURVEY DISK
 AE3041_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3041_STAMPING: 2763 A 1 1979
 AE3041_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3041
 AE3041  HISTORY     - Date     Condition        Report By
 AE3041  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3042 ***********************************************************************
 AE3042  DESIGNATION -  2763 A 2
 AE3042  PID         -  AE3042
 AE3042  STATE/COUNTY-  MN/HENNEPIN
 AE3042  USGS QUAD   -  EDEN PRAIRIE (1993)
 AE3042
 AE3042                         *CURRENT SURVEY CONTROL
 AE3042  ___________________________________________________________________
 AE3042* NAD 83(1986)-  44 52 00.     (N)    093 25 13.     (W)     SCALED    
 AE3042* NAVD 88     -       269.002  (meters)     882.55   (feet)  ADJUSTED  
 AE3042  ___________________________________________________________________
 AE3042  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AE3042  DYNAMIC HT  -         268.995 (meters)     882.53  (feet)  COMP
 AE3042  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 AE3042
 AE3042  VERT ORDER  -  SECOND    CLASS II
 AE3042
 AE3042.The horizontal coordinates were scaled from a topographic map and have
 AE3042.an estimated accuracy of +/- 6 seconds.
 AE3042
 AE3042.The orthometric height was determined by differential leveling
 AE3042.and adjusted by the National Geodetic Survey in November 1999..
 AE3042
 AE3042.The geoid height was determined by GEOID03.
 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     -   307,570.      845,810.      MT  (+/- 180 meters Scaled)
 AE3042
 AE3042                          SUPERSEDED SURVEY CONTROL
 AE3042
 AE3042.No superseded survey control is available for this station.
 AE3042
 AE3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK667682(NAD 83)
 AE3042_MARKER: Z = SEE DESCRIPTION
 AE3042_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3042_STAMPING: A 2
 AE3042_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3042
 AE3042  HISTORY     - Date     Condition        Report By
 AE3042  HISTORY     - 1979     MONUMENTED       MNDT
 AE3042
 AE3042                          STATION DESCRIPTION
 AE3042
 AE3042'DESCRIBED BY MN DEPT OF TRANSP 1979 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3044 ***********************************************************************
 AE3044  DESIGNATION -  2763 C 1
 AE3044  PID         -  AE3044
 AE3044  STATE/COUNTY-  MN/HENNEPIN
 AE3044  USGS QUAD   -  HOPKINS (1993)
 AE3044
 AE3044                         *CURRENT SURVEY CONTROL
 AE3044  ___________________________________________________________________
 AE3044* NAD 83(1986)-  44 52 53.     (N)    093 24 42.     (W)     SCALED    
 AE3044* NAVD 88     -       274.038  (meters)     899.07   (feet)  ADJUSTED  
 AE3044  ___________________________________________________________________
 AE3044  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AE3044  DYNAMIC HT  -         274.031 (meters)     899.05  (feet)  COMP
 AE3044  MODELED GRAV-     980,580.5   (mgal)                       NAVD 88
 AE3044
 AE3044  VERT ORDER  -  SECOND    CLASS II
 AE3044
 AE3044.The horizontal coordinates were scaled from a topographic map and have
 AE3044.an estimated accuracy of +/- 6 seconds.
 AE3044
 AE3044.The orthometric height was determined by differential leveling
 AE3044.and adjusted by the National Geodetic Survey in November 1999..
 AE3044
 AE3044.The geoid height was determined by GEOID03.
 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     -   309,210.      846,480.      MT  (+/- 180 meters Scaled)
 AE3044
 AE3044                          SUPERSEDED SURVEY CONTROL
 AE3044
 AE3044.No superseded survey control is available for this station.
 AE3044
 AE3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK674698(NAD 83)
 AE3044_MARKER: DD = SURVEY DISK
 AE3044_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3044_STAMPING: 2763 C 1 1979
 AE3044_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3044
 AE3044  HISTORY     - Date     Condition        Report By
 AE3044  HISTORY     - 1979     MONUMENTED       MNDT
 AE3044  HISTORY     - 20021202 MARK NOT FOUND   USPSQD
 AE3044
 AE3044                          STATION DESCRIPTION
 AE3044
 AE3044'DESCRIBED BY MN DEPT OF TRANSP 1979 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3045 ***********************************************************************
 AE3045  DESIGNATION -  2763 C 2
 AE3045  PID         -  AE3045
 AE3045  STATE/COUNTY-  MN/HENNEPIN
 AE3045  USGS QUAD   -  HOPKINS (1993)
 AE3045
 AE3045                         *CURRENT SURVEY CONTROL
 AE3045  ___________________________________________________________________
 AE3045* NAD 83(1986)-  44 52 56.     (N)    093 24 47.     (W)     SCALED    
 AE3045* NAVD 88     -       273.893  (meters)     898.60   (feet)  ADJUSTED  
 AE3045  ___________________________________________________________________
 AE3045  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AE3045  DYNAMIC HT  -         273.885 (meters)     898.57  (feet)  COMP
 AE3045  MODELED GRAV-     980,580.8   (mgal)                       NAVD 88
 AE3045
 AE3045  VERT ORDER  -  SECOND    CLASS II
 AE3045
 AE3045.The horizontal coordinates were scaled from a topographic map and have
 AE3045.an estimated accuracy of +/- 6 seconds.
 AE3045
 AE3045.The orthometric height was determined by differential leveling
 AE3045.and adjusted by the National Geodetic Survey in November 1999..
 AE3045
 AE3045.The geoid height was determined by GEOID03.
 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     -   309,310.      846,370.      MT  (+/- 180 meters Scaled)
 AE3045
 AE3045                          SUPERSEDED SURVEY CONTROL
 AE3045
 AE3045.No superseded survey control is available for this station.
 AE3045
 AE3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK673699(NAD 83)
 AE3045_MARKER: Z = SEE DESCRIPTION
 AE3045_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3045_STAMPING: C 2
 AE3045_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3045
 AE3045  HISTORY     - Date     Condition        Report By
 AE3045  HISTORY     - 1979     MONUMENTED       MNDT
 AE3045
 AE3045                          STATION DESCRIPTION
 AE3045
 AE3045'DESCRIBED BY MN DEPT OF TRANSP 1979
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3047 ***********************************************************************
 AE3047  DESIGNATION -  2763 E
 AE3047  PID         -  AE3047
 AE3047  STATE/COUNTY-  MN/HENNEPIN
 AE3047  USGS QUAD   -  HOPKINS (1993)
 AE3047
 AE3047                         *CURRENT SURVEY CONTROL
 AE3047  ___________________________________________________________________
 AE3047* NAD 83(1986)-  44 53 25.     (N)    093 23 56.     (W)     SCALED    
 AE3047* NAVD 88     -       279.150  (meters)     915.84   (feet)  ADJUSTED  
 AE3047  ___________________________________________________________________
 AE3047  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AE3047  DYNAMIC HT  -         279.142 (meters)     915.82  (feet)  COMP
 AE3047  MODELED GRAV-     980,581.1   (mgal)                       NAVD 88
 AE3047
 AE3047  VERT ORDER  -  SECOND    CLASS II
 AE3047
 AE3047.The horizontal coordinates were scaled from a topographic map and have
 AE3047.an estimated accuracy of +/- 6 seconds.
 AE3047
 AE3047.The orthometric height was determined by differential leveling
 AE3047.and adjusted by the National Geodetic Survey in November 1999..
 AE3047
 AE3047.The geoid height was determined by GEOID03.
 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     -   310,210.      847,480.      MT  (+/- 180 meters Scaled)
 AE3047
 AE3047                          SUPERSEDED SURVEY CONTROL
 AE3047
 AE3047.No superseded survey control is available for this station.
 AE3047
 AE3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK685708(NAD 83)
 AE3047_MARKER: DD = SURVEY DISK
 AE3047_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3047_STAMPING: 2763 E 1979
 AE3047_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3047+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2003
 AE3047
 AE3047  HISTORY     - Date     Condition        Report By
 AE3047  HISTORY     - 1979     MONUMENTED       MNDT
 AE3047  HISTORY     - 20031102 GOOD             USPSQD
 AE3047
 AE3047                          STATION DESCRIPTION
 AE3047
 AE3047'DESCRIBED BY MN DEPT OF TRANSP 1979 (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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3048 ***********************************************************************
 AE3048  DESIGNATION -  2763 F
 AE3048  PID         -  AE3048
 AE3048  STATE/COUNTY-  MN/HENNEPIN
 AE3048  USGS QUAD   -  HOPKINS (1993)
 AE3048
 AE3048                         *CURRENT SURVEY CONTROL
 AE3048  ___________________________________________________________________
 AE3048* NAD 83(1986)-  44 53 21.     (N)    093 23 12.     (W)     SCALED    
 AE3048* NAVD 88     -       273.777  (meters)     898.22   (feet)  ADJUSTED  
 AE3048  ___________________________________________________________________
 AE3048  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AE3048  DYNAMIC HT  -         273.770 (meters)     898.19  (feet)  COMP
 AE3048  MODELED GRAV-     980,580.7   (mgal)                       NAVD 88
 AE3048
 AE3048  VERT ORDER  -  SECOND    CLASS II
 AE3048
 AE3048.The horizontal coordinates were scaled from a topographic map and have
 AE3048.an estimated accuracy of +/- 6 seconds.
 AE3048
 AE3048.The orthometric height was determined by differential leveling
 AE3048.and adjusted by the National Geodetic Survey in November 1999..
 AE3048
 AE3048.The geoid height was determined by GEOID03.
 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     -   310,090.      848,450.      MT  (+/- 180 meters Scaled)
 AE3048
 AE3048                          SUPERSEDED SURVEY CONTROL
 AE3048
 AE3048.No superseded survey control is available for this station.
 AE3048
 AE3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK694707(NAD 83)
 AE3048_MARKER: DD = SURVEY DISK
 AE3048_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3048_STAMPING: 2763 F 1979
 AE3048_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3048
 AE3048  HISTORY     - Date     Condition        Report By
 AE3048  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3049 ***********************************************************************
 AE3049  DESIGNATION -  2763 G
 AE3049  PID         -  AE3049
 AE3049  STATE/COUNTY-  MN/HENNEPIN
 AE3049  USGS QUAD   -  HOPKINS (1993)
 AE3049
 AE3049                         *CURRENT SURVEY CONTROL
 AE3049  ___________________________________________________________________
 AE3049* NAD 83(1986)-  44 53 17.     (N)    093 22 37.     (W)     SCALED    
 AE3049* NAVD 88     -       260.951  (meters)     856.14   (feet)  ADJUSTED  
 AE3049  ___________________________________________________________________
 AE3049  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AE3049  DYNAMIC HT  -         260.943 (meters)     856.11  (feet)  COMP
 AE3049  MODELED GRAV-     980,580.6   (mgal)                       NAVD 88
 AE3049
 AE3049  VERT ORDER  -  SECOND    CLASS II
 AE3049
 AE3049.The horizontal coordinates were scaled from a topographic map and have
 AE3049.an estimated accuracy of +/- 6 seconds.
 AE3049
 AE3049.The orthometric height was determined by differential leveling
 AE3049.and adjusted by the National Geodetic Survey in November 1999..
 AE3049
 AE3049.The geoid height was determined by GEOID03.
 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     -   309,970.      849,220.      MT  (+/- 180 meters Scaled)
 AE3049
 AE3049                          SUPERSEDED SURVEY CONTROL
 AE3049
 AE3049.No superseded survey control is available for this station.
 AE3049
 AE3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK702705(NAD 83)
 AE3049_MARKER: DD = SURVEY DISK
 AE3049_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3049_STAMPING: 2763 G 1979
 AE3049_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3049
 AE3049  HISTORY     - Date     Condition        Report By
 AE3049  HISTORY     - 1979     MONUMENTED       MNDT
 AE3049
 AE3049                          STATION DESCRIPTION
 AE3049
 AE3049'DESCRIBED BY MN DEPT OF TRANSP 1979 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3050 ***********************************************************************
 AE3050  DESIGNATION -  2763 H
 AE3050  PID         -  AE3050
 AE3050  STATE/COUNTY-  MN/HENNEPIN
 AE3050  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 AE3050
 AE3050                         *CURRENT SURVEY CONTROL
 AE3050  ___________________________________________________________________
 AE3050* NAD 83(1986)-  44 53 14.     (N)    093 22 07.     (W)     SCALED    
 AE3050* NAVD 88     -       266.735  (meters)     875.11   (feet)  ADJUSTED  
 AE3050  ___________________________________________________________________
 AE3050  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AE3050  DYNAMIC HT  -         266.727 (meters)     875.09  (feet)  COMP
 AE3050  MODELED GRAV-     980,580.4   (mgal)                       NAVD 88
 AE3050
 AE3050  VERT ORDER  -  SECOND    CLASS II
 AE3050
 AE3050.The horizontal coordinates were scaled from a topographic map and have
 AE3050.an estimated accuracy of +/- 6 seconds.
 AE3050
 AE3050.The orthometric height was determined by differential leveling
 AE3050.and adjusted by the National Geodetic Survey in November 1999..
 AE3050
 AE3050.The geoid height was determined by GEOID03.
 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     -   309,890.      849,880.      MT  (+/- 180 meters Scaled)
 AE3050
 AE3050                          SUPERSEDED SURVEY CONTROL
 AE3050
 AE3050.No superseded survey control is available for this station.
 AE3050
 AE3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK708704(NAD 83)
 AE3050_MARKER: DD = SURVEY DISK
 AE3050_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3050_STAMPING: 2763 H 1979
 AE3050_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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     - 1979     MONUMENTED       MNDT
 AE3050  HISTORY     - 20041008 GOOD             USPSQD
 AE3050
 AE3050                          STATION DESCRIPTION
 AE3050
 AE3050'DESCRIBED BY MN DEPT OF TRANSP 1979 (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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3052 ***********************************************************************
 AE3052  DESIGNATION -  2763 K
 AE3052  PID         -  AE3052
 AE3052  STATE/COUNTY-  MN/HENNEPIN
 AE3052  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 AE3052
 AE3052                         *CURRENT SURVEY CONTROL
 AE3052  ___________________________________________________________________
 AE3052* NAD 83(1986)-  44 53 22.     (N)    093 21 29.     (W)     SCALED    
 AE3052* NAVD 88     -       290.103  (meters)     951.78   (feet)  ADJUSTED  
 AE3052  ___________________________________________________________________
 AE3052  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AE3052  DYNAMIC HT  -         290.095 (meters)     951.75  (feet)  COMP
 AE3052  MODELED GRAV-     980,580.2   (mgal)                       NAVD 88
 AE3052
 AE3052  VERT ORDER  -  SECOND    CLASS II
 AE3052
 AE3052.The horizontal coordinates were scaled from a topographic map and have
 AE3052.an estimated accuracy of +/- 6 seconds.
 AE3052
 AE3052.The orthometric height was determined by differential leveling
 AE3052.and adjusted by the National Geodetic Survey in November 1999..
 AE3052
 AE3052.The geoid height was determined by GEOID03.
 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     -   310,140.      850,710.      MT  (+/- 180 meters Scaled)
 AE3052
 AE3052                          SUPERSEDED SURVEY CONTROL
 AE3052
 AE3052.No superseded survey control is available for this station.
 AE3052
 AE3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK717707(NAD 83)
 AE3052_MARKER: DB = BENCH MARK DISK
 AE3052_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3052_STAMPING: 2763 K 1979
 AE3052_MARK LOGO: MNDT  
 AE3052_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3052
 AE3052  HISTORY     - Date     Condition        Report By
 AE3052  HISTORY     - 1979     MONUMENTED       MNDT
 AE3052  HISTORY     - 1980     GOOD             MNDT
 AE3052
 AE3052                          STATION DESCRIPTION
 AE3052
 AE3052'DESCRIBED BY MN DEPT OF TRANSP 1979 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0936 ***********************************************************************
 AI0936  DESIGNATION -  2771 A
 AI0936  PID         -  AI0936
 AI0936  STATE/COUNTY-  MN/HENNEPIN
 AI0936  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 AI0936
 AI0936                         *CURRENT SURVEY CONTROL
 AI0936  ___________________________________________________________________
 AI0936* NAD 83(1986)-  45 07 24.     (N)    093 19 13.     (W)     SCALED    
 AI0936* NAVD 88     -       261.481  (meters)     857.88   (feet)  ADJUSTED  
 AI0936  ___________________________________________________________________
 AI0936  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AI0936  DYNAMIC HT  -         261.475 (meters)     857.86  (feet)  COMP
 AI0936  MODELED GRAV-     980,586.9   (mgal)                       NAVD 88
 AI0936
 AI0936  VERT ORDER  -  SECOND    CLASS I
 AI0936
 AI0936.The horizontal coordinates were scaled from a topographic map and have
 AI0936.an estimated accuracy of +/- 6 seconds.
 AI0936
 AI0936.The orthometric height was determined by differential leveling
 AI0936.and adjusted by the National Geodetic Survey in October 1999..
 AI0936
 AI0936.The geoid height was determined by GEOID03.
 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     -   336,160.      853,480.      MT  (+/- 180 meters Scaled)
 AI0936
 AI0936                          SUPERSEDED SURVEY CONTROL
 AI0936
 AI0936.No superseded survey control is available for this station.
 AI0936
 AI0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK748967(NAD 83)
 AI0936_MARKER: DD = SURVEY DISK
 AI0936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI0936_SP_SET: POWERLINE TOWER FOUNDATION
 AI0936_STAMPING: 2771 A 1992
 AI0936_MARK LOGO: MNDT  
 AI0936_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0936
 AI0936  HISTORY     - Date     Condition        Report By
 AI0936  HISTORY     - 1992     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0937 ***********************************************************************
 AI0937  DESIGNATION -  2771 B
 AI0937  PID         -  AI0937
 AI0937  STATE/COUNTY-  MN/HENNEPIN
 AI0937  USGS QUAD   -  COON RAPIDS (1993)
 AI0937
 AI0937                         *CURRENT SURVEY CONTROL
 AI0937  ___________________________________________________________________
 AI0937* NAD 83(1986)-  45 07 56.     (N)    093 20 48.     (W)     SCALED    
 AI0937* NAVD 88     -       266.964  (meters)     875.86   (feet)  ADJUSTED  
 AI0937  ___________________________________________________________________
 AI0937  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AI0937  DYNAMIC HT  -         266.956 (meters)     875.84  (feet)  COMP
 AI0937  MODELED GRAV-     980,577.1   (mgal)                       NAVD 88
 AI0937
 AI0937  VERT ORDER  -  SECOND    CLASS I
 AI0937
 AI0937.The horizontal coordinates were scaled from a topographic map and have
 AI0937.an estimated accuracy of +/- 6 seconds.
 AI0937
 AI0937.The orthometric height was determined by differential leveling
 AI0937.and adjusted by the National Geodetic Survey in October 1999..
 AI0937
 AI0937.The geoid height was determined by GEOID03.
 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     -   337,130.      851,390.      MT  (+/- 180 meters Scaled)
 AI0937
 AI0937                          SUPERSEDED SURVEY CONTROL
 AI0937
 AI0937.No superseded survey control is available for this station.
 AI0937
 AI0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK727976(NAD 83)
 AI0937_MARKER: DD = SURVEY DISK
 AI0937_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI0937_SP_SET: POWERLINE TOWER FOUNDATION
 AI0937_STAMPING: 2771 B 1992
 AI0937_MARK LOGO: MNDT  
 AI0937_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0937+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AI0937
 AI0937  HISTORY     - Date     Condition        Report By
 AI0937  HISTORY     - 1992     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0938 ***********************************************************************
 AI0938  DESIGNATION -  2771 C
 AI0938  PID         -  AI0938
 AI0938  STATE/COUNTY-  MN/HENNEPIN
 AI0938  USGS QUAD   -  COON RAPIDS (1993)
 AI0938
 AI0938                         *CURRENT SURVEY CONTROL
 AI0938  ___________________________________________________________________
 AI0938* NAD 83(1986)-  45 07 56.     (N)    093 21 28.     (W)     SCALED    
 AI0938* NAVD 88     -       266.833  (meters)     875.43   (feet)  ADJUSTED  
 AI0938  ___________________________________________________________________
 AI0938  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AI0938  DYNAMIC HT  -         266.824 (meters)     875.41  (feet)  COMP
 AI0938  MODELED GRAV-     980,574.5   (mgal)                       NAVD 88
 AI0938
 AI0938  VERT ORDER  -  SECOND    CLASS I
 AI0938
 AI0938.The horizontal coordinates were scaled from a topographic map and have
 AI0938.an estimated accuracy of +/- 6 seconds.
 AI0938
 AI0938.The orthometric height was determined by differential leveling
 AI0938.and adjusted by the National Geodetic Survey in October 1999..
 AI0938
 AI0938.The geoid height was determined by GEOID03.
 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     -   337,120.      850,520.      MT  (+/- 180 meters Scaled)
 AI0938
 AI0938                          SUPERSEDED SURVEY CONTROL
 AI0938
 AI0938.No superseded survey control is available for this station.
 AI0938
 AI0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK718977(NAD 83)
 AI0938_MARKER: DD = SURVEY DISK
 AI0938_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI0938_SP_SET: POWERLINE TOWER FOUNDATION
 AI0938_STAMPING: 2771 C 1992
 AI0938_MARK LOGO: MNDT  
 AI0938_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0938+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AI0938
 AI0938  HISTORY     - Date     Condition        Report By
 AI0938  HISTORY     - 1992     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0939 ***********************************************************************
 AI0939  DESIGNATION -  2771 D
 AI0939  PID         -  AI0939
 AI0939  STATE/COUNTY-  MN/HENNEPIN
 AI0939  USGS QUAD   -  COON RAPIDS (1993)
 AI0939
 AI0939                         *CURRENT SURVEY CONTROL
 AI0939  ___________________________________________________________________
 AI0939* NAD 83(1986)-  45 07 52.     (N)    093 21 59.     (W)     SCALED    
 AI0939* NAVD 88     -       266.807  (meters)     875.35   (feet)  ADJUSTED  
 AI0939  ___________________________________________________________________
 AI0939  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AI0939  DYNAMIC HT  -         266.798 (meters)     875.32  (feet)  COMP
 AI0939  MODELED GRAV-     980,573.0   (mgal)                       NAVD 88
 AI0939
 AI0939  VERT ORDER  -  SECOND    CLASS I
 AI0939
 AI0939.The horizontal coordinates were scaled from a topographic map and have
 AI0939.an estimated accuracy of +/- 6 seconds.
 AI0939
 AI0939.The orthometric height was determined by differential leveling
 AI0939.and adjusted by the National Geodetic Survey in October 1999..
 AI0939
 AI0939.The geoid height was determined by GEOID03.
 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     -   336,990.      849,840.      MT  (+/- 180 meters Scaled)
 AI0939
 AI0939                          SUPERSEDED SURVEY CONTROL
 AI0939
 AI0939.No superseded survey control is available for this station.
 AI0939
 AI0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK711975(NAD 83)
 AI0939_MARKER: DD = SURVEY DISK
 AI0939_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI0939_SP_SET: POWERLINE TOWER FOUNDATION
 AI0939_STAMPING: 2771 D 1992
 AI0939_MARK LOGO: MNDT  
 AI0939_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0939+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2003
 AI0939
 AI0939  HISTORY     - Date     Condition        Report By
 AI0939  HISTORY     - 1992     MONUMENTED       MNDT
 AI0939  HISTORY     - 20031025 GOOD             USPSQD
 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 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0941 ***********************************************************************
 AI0941  DESIGNATION -  2771 F
 AI0941  PID         -  AI0941
 AI0941  STATE/COUNTY-  MN/HENNEPIN
 AI0941  USGS QUAD   -  ANOKA (1993)
 AI0941
 AI0941                         *CURRENT SURVEY CONTROL
 AI0941  ___________________________________________________________________
 AI0941* NAD 83(1986)-  45 07 53.     (N)    093 24 45.     (W)     SCALED    
 AI0941* NAVD 88     -       271.583  (meters)     891.02   (feet)  ADJUSTED  
 AI0941  ___________________________________________________________________
 AI0941  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AI0941  DYNAMIC HT  -         271.569 (meters)     890.97  (feet)  COMP
 AI0941  MODELED GRAV-     980,560.8   (mgal)                       NAVD 88
 AI0941
 AI0941  VERT ORDER  -  SECOND    CLASS I
 AI0941
 AI0941.The horizontal coordinates were scaled from a topographic map and have
 AI0941.an estimated accuracy of +/- 6 seconds.
 AI0941
 AI0941.The orthometric height was determined by differential leveling
 AI0941.and adjusted by the National Geodetic Survey in October 1999..
 AI0941
 AI0941.The geoid height was determined by GEOID03.
 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     -   336,990.      846,220.      MT  (+/- 180 meters Scaled)
 AI0941
 AI0941                          SUPERSEDED SURVEY CONTROL
 AI0941
 AI0941.No superseded survey control is available for this station.
 AI0941
 AI0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK675976(NAD 83)
 AI0941_MARKER: DV = VERTICAL CONTROL DISK
 AI0941_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI0941_SP_SET: POWERLINE TOWER FOUNDATION
 AI0941_STAMPING: 2771 F 1992
 AI0941_MARK LOGO: MNDT  
 AI0941_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0941+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 AI0941
 AI0941  HISTORY     - Date     Condition        Report By
 AI0941  HISTORY     - 1992     MONUMENTED       MNDT
 AI0941  HISTORY     - 20040606 GOOD             USPSQD
 AI0941  HISTORY     - 20051112 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0942 ***********************************************************************
 AI0942  DESIGNATION -  2771 G
 AI0942  PID         -  AI0942
 AI0942  STATE/COUNTY-  MN/HENNEPIN
 AI0942  USGS QUAD   -  ANOKA (1993)
 AI0942
 AI0942                         *CURRENT SURVEY CONTROL
 AI0942  ___________________________________________________________________
 AI0942* NAD 83(1986)-  45 07 53.     (N)    093 25 21.     (W)     SCALED    
 AI0942* NAVD 88     -       277.090  (meters)     909.09   (feet)  ADJUSTED  
 AI0942  ___________________________________________________________________
 AI0942  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AI0942  DYNAMIC HT  -         277.076 (meters)     909.04  (feet)  COMP
 AI0942  MODELED GRAV-     980,557.4   (mgal)                       NAVD 88
 AI0942
 AI0942  VERT ORDER  -  SECOND    CLASS I
 AI0942
 AI0942.The horizontal coordinates were scaled from a topographic map and have
 AI0942.an estimated accuracy of +/- 6 seconds.
 AI0942
 AI0942.The orthometric height was determined by differential leveling
 AI0942.and adjusted by the National Geodetic Survey in October 1999..
 AI0942
 AI0942.The geoid height was determined by GEOID03.
 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     -   336,990.      845,430.      MT  (+/- 180 meters Scaled)
 AI0942
 AI0942                          SUPERSEDED SURVEY CONTROL
 AI0942
 AI0942.No superseded survey control is available for this station.
 AI0942
 AI0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK667976(NAD 83)
 AI0942_MARKER: DV = VERTICAL CONTROL DISK
 AI0942_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI0942_SP_SET: POWERLINE TOWER FOUNDATION
 AI0942_STAMPING: 2771 G 1992
 AI0942_MARK LOGO: MNDT  
 AI0942_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0942+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 AI0942
 AI0942  HISTORY     - Date     Condition        Report By
 AI0942  HISTORY     - 1992     MONUMENTED       MNDT
 AI0942  HISTORY     - 20040606 GOOD             USPSQD
 AI0942  HISTORY     - 20051112 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0943 ***********************************************************************
 AI0943  DESIGNATION -  2771 H
 AI0943  PID         -  AI0943
 AI0943  STATE/COUNTY-  MN/HENNEPIN
 AI0943  USGS QUAD   -  ANOKA (1993)
 AI0943
 AI0943                         *CURRENT SURVEY CONTROL
 AI0943  ___________________________________________________________________
 AI0943* NAD 83(1986)-  45 07 52.     (N)    093 26 01.     (W)     SCALED    
 AI0943* NAVD 88     -       281.503  (meters)     923.56   (feet)  ADJUSTED  
 AI0943  ___________________________________________________________________
 AI0943  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AI0943  DYNAMIC HT  -         281.487 (meters)     923.51  (feet)  COMP
 AI0943  MODELED GRAV-     980,553.5   (mgal)                       NAVD 88
 AI0943
 AI0943  VERT ORDER  -  SECOND    CLASS I
 AI0943
 AI0943.The horizontal coordinates were scaled from a topographic map and have
 AI0943.an estimated accuracy of +/- 6 seconds.
 AI0943
 AI0943.The orthometric height was determined by differential leveling
 AI0943.and adjusted by the National Geodetic Survey in October 1999..
 AI0943
 AI0943.The geoid height was determined by GEOID03.
 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     -   336,950.      844,560.      MT  (+/- 180 meters Scaled)
 AI0943
 AI0943                          SUPERSEDED SURVEY CONTROL
 AI0943
 AI0943.No superseded survey control is available for this station.
 AI0943
 AI0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK659976(NAD 83)
 AI0943_MARKER: DV = VERTICAL CONTROL DISK
 AI0943_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI0943_SP_SET: POWERLINE TOWER FOUNDATION
 AI0943_STAMPING: 2771 H 1992
 AI0943_MARK LOGO: MNDT  
 AI0943_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0943+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AI0943
 AI0943  HISTORY     - Date     Condition        Report By
 AI0943  HISTORY     - 1992     MONUMENTED       MNDT
 AI0943  HISTORY     - 20040606 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0944 ***********************************************************************
 AI0944  DESIGNATION -  2771 K
 AI0944  PID         -  AI0944
 AI0944  STATE/COUNTY-  MN/HENNEPIN
 AI0944  USGS QUAD   -  ANOKA (1993)
 AI0944
 AI0944                         *CURRENT SURVEY CONTROL
 AI0944  ___________________________________________________________________
 AI0944* NAD 83(1986)-  45 08 21.     (N)    093 28 38.     (W)     SCALED    
 AI0944* NAVD 88     -       281.926  (meters)     924.95   (feet)  ADJUSTED  
 AI0944  ___________________________________________________________________
 AI0944  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AI0944  DYNAMIC HT  -         281.904 (meters)     924.88  (feet)  COMP
 AI0944  MODELED GRAV-     980,532.3   (mgal)                       NAVD 88
 AI0944
 AI0944  VERT ORDER  -  SECOND    CLASS I
 AI0944
 AI0944.The horizontal coordinates were scaled from a topographic map and have
 AI0944.an estimated accuracy of +/- 6 seconds.
 AI0944
 AI0944.The orthometric height was determined by differential leveling
 AI0944.and adjusted by the National Geodetic Survey in October 1999..
 AI0944
 AI0944.The geoid height was determined by GEOID03.
 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     -   337,820.      841,120.      MT  (+/- 180 meters Scaled)
 AI0944
 AI0944                          SUPERSEDED SURVEY CONTROL
 AI0944
 AI0944.No superseded survey control is available for this station.
 AI0944
 AI0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK624985(NAD 83)
 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: FLUSH
 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 - November 05, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0948 ***********************************************************************
 AI0948  DESIGNATION -  2771 L
 AI0948  PID         -  AI0948
 AI0948  STATE/COUNTY-  MN/HENNEPIN
 AI0948  USGS QUAD   -  ROGERS (1993)
 AI0948
 AI0948                         *CURRENT SURVEY CONTROL
 AI0948  ___________________________________________________________________
 AI0948* NAD 83(1986)-  45 07 54.     (N)    093 30 14.     (W)     SCALED    
 AI0948* NAVD 88     -       283.912  (meters)     931.47   (feet)  ADJUSTED  
 AI0948  ___________________________________________________________________
 AI0948  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AI0948  DYNAMIC HT  -         283.887 (meters)     931.39  (feet)  COMP
 AI0948  MODELED GRAV-     980,523.7   (mgal)                       NAVD 88
 AI0948
 AI0948  VERT ORDER  -  SECOND    CLASS I
 AI0948
 AI0948.The horizontal coordinates were scaled from a topographic map and have
 AI0948.an estimated accuracy of +/- 6 seconds.
 AI0948
 AI0948.The orthometric height was determined by differential leveling
 AI0948.and adjusted by the National Geodetic Survey in October 1999..
 AI0948
 AI0948.The geoid height was determined by GEOID03.
 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     -   336,980.      839,030.      MT  (+/- 180 meters Scaled)
 AI0948
 AI0948                          SUPERSEDED SURVEY CONTROL
 AI0948
 AI0948.No superseded survey control is available for this station.
 AI0948
 AI0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK603977(NAD 83)
 AI0948_MARKER: DV = VERTICAL CONTROL DISK
 AI0948_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI0948_SP_SET: POWERLINE TOWER FOUNDATION
 AI0948_STAMPING: 2771 L 1992
 AI0948_MARK LOGO: MNDT  
 AI0948_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0948+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 AI0948
 AI0948  HISTORY     - Date     Condition        Report By
 AI0948  HISTORY     - 1992     MONUMENTED       MNDT
 AI0948  HISTORY     - 20031006 GOOD             USPSQD
 AI0948  HISTORY     - 20051105 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0947 ***********************************************************************
 AI0947  DESIGNATION -  2771 M
 AI0947  PID         -  AI0947
 AI0947  STATE/COUNTY-  MN/HENNEPIN
 AI0947  USGS QUAD   -  ROGERS (1993)
 AI0947
 AI0947                         *CURRENT SURVEY CONTROL
 AI0947  ___________________________________________________________________
 AI0947* NAD 83(1986)-  45 07 54.     (N)    093 30 43.     (W)     SCALED    
 AI0947* NAVD 88     -       283.200  (meters)     929.13   (feet)  ADJUSTED  
 AI0947  ___________________________________________________________________
 AI0947  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AI0947  DYNAMIC HT  -         283.176 (meters)     929.05  (feet)  COMP
 AI0947  MODELED GRAV-     980,522.9   (mgal)                       NAVD 88
 AI0947
 AI0947  VERT ORDER  -  SECOND    CLASS I
 AI0947
 AI0947.The horizontal coordinates were scaled from a topographic map and have
 AI0947.an estimated accuracy of +/- 6 seconds.
 AI0947
 AI0947.The orthometric height was determined by differential leveling
 AI0947.and adjusted by the National Geodetic Survey in October 1999..
 AI0947
 AI0947.The geoid height was determined by GEOID03.
 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     -   336,970.      838,390.      MT  (+/- 180 meters Scaled)
 AI0947
 AI0947                          SUPERSEDED SURVEY CONTROL
 AI0947
 AI0947.No superseded survey control is available for this station.
 AI0947
 AI0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK597977(NAD 83)
 AI0947_MARKER: DV = VERTICAL CONTROL DISK
 AI0947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI0947_SP_SET: POWERLINE TOWER FOUNDATION
 AI0947_STAMPING: 2771 M 1992
 AI0947_MARK LOGO: MNDT  
 AI0947_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0947+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AI0947
 AI0947  HISTORY     - Date     Condition        Report By
 AI0947  HISTORY     - 1992     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0946 ***********************************************************************
 AI0946  DESIGNATION -  2771 N
 AI0946  PID         -  AI0946
 AI0946  STATE/COUNTY-  MN/HENNEPIN
 AI0946  USGS QUAD   -  ROGERS (1993)
 AI0946
 AI0946                         *CURRENT SURVEY CONTROL
 AI0946  ___________________________________________________________________
 AI0946* NAD 83(1986)-  45 08 20.     (N)    093 30 39.     (W)     SCALED    
 AI0946* NAVD 88     -       287.851  (meters)     944.39   (feet)  ADJUSTED  
 AI0946  ___________________________________________________________________
 AI0946  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AI0946  DYNAMIC HT  -         287.825 (meters)     944.31  (feet)  COMP
 AI0946  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 AI0946
 AI0946  VERT ORDER  -  SECOND    CLASS I
 AI0946
 AI0946.The horizontal coordinates were scaled from a topographic map and have
 AI0946.an estimated accuracy of +/- 6 seconds.
 AI0946
 AI0946.The orthometric height was determined by differential leveling
 AI0946.and adjusted by the National Geodetic Survey in October 1999..
 AI0946
 AI0946.The geoid height was determined by GEOID03.
 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     -   337,780.      838,480.      MT  (+/- 180 meters Scaled)
 AI0946
 AI0946                          SUPERSEDED SURVEY CONTROL
 AI0946
 AI0946.No superseded survey control is available for this station.
 AI0946
 AI0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK598985(NAD 83)
 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: FLUSH
 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 - 1992
 AI0946_ROD/PIPE-DEPTH: 15.2 meters
 AI0946
 AI0946  HISTORY     - Date     Condition        Report By
 AI0946  HISTORY     - 1992     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0945 ***********************************************************************
 AI0945  DESIGNATION -  2771 P
 AI0945  PID         -  AI0945
 AI0945  STATE/COUNTY-  MN/HENNEPIN
 AI0945  USGS QUAD   -  ROGERS (1993)
 AI0945
 AI0945                         *CURRENT SURVEY CONTROL
 AI0945  ___________________________________________________________________
 AI0945* NAD 83(1986)-  45 08 20.     (N)    093 30 09.     (W)     SCALED    
 AI0945* NAVD 88     -       284.731  (meters)     934.15   (feet)  ADJUSTED  
 AI0945  ___________________________________________________________________
 AI0945  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AI0945  DYNAMIC HT  -         284.706 (meters)     934.07  (feet)  COMP
 AI0945  MODELED GRAV-     980,520.6   (mgal)                       NAVD 88
 AI0945
 AI0945  VERT ORDER  -  SECOND    CLASS I
 AI0945
 AI0945.The horizontal coordinates were scaled from a topographic map and have
 AI0945.an estimated accuracy of +/- 6 seconds.
 AI0945
 AI0945.The orthometric height was determined by differential leveling
 AI0945.and adjusted by the National Geodetic Survey in October 1999..
 AI0945
 AI0945.The geoid height was determined by GEOID03.
 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     -   337,780.      839,130.      MT  (+/- 180 meters Scaled)
 AI0945
 AI0945                          SUPERSEDED SURVEY CONTROL
 AI0945
 AI0945.No superseded survey control is available for this station.
 AI0945
 AI0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK604985(NAD 83)
 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: FLUSH
 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 - November 05, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0887 ***********************************************************************
 QO0887  DESIGNATION -  277/2 CAP
 QO0887  PID         -  QO0887
 QO0887  STATE/COUNTY-  MN/SHERBURNE
 QO0887  USGS QUAD   -  BIG LAKE (1991)
 QO0887
 QO0887                         *CURRENT SURVEY CONTROL
 QO0887  ___________________________________________________________________
 QO0887* NAD 83(1986)-  45 18 00.     (N)    093 40 34.     (W)     SCALED    
 QO0887* NAVD 88     -       272.884  (meters)     895.29   (feet)  ADJUSTED  
 QO0887  ___________________________________________________________________
 QO0887  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 QO0887  DYNAMIC HT  -         272.864 (meters)     895.22  (feet)  COMP
 QO0887  MODELED GRAV-     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
 QO0887.and adjusted by the National Geodetic Survey in June 1991..
 QO0887
 QO0887.The geoid height was determined by GEOID03.
 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: 15TVL469165(NAD 83)
 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 = OCTOBER  6, 2006
 DF5315 ***********************************************************************
 DF5315  DESIGNATION -  2776 A
 DF5315  PID         -  DF5315
 DF5315  STATE/COUNTY-  MN/HENNEPIN
 DF5315  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5315
 DF5315                         *CURRENT SURVEY CONTROL
 DF5315  ___________________________________________________________________
 DF5315* NAD 83(1986)-  44 49 18.     (N)    093 23 56.     (W)     SCALED    
 DF5315* NAVD 88     -       256.106  (meters)     840.24   (feet)  ADJUSTED  
 DF5315  ___________________________________________________________________
 DF5315  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DF5315  DYNAMIC HT  -         256.099 (meters)     840.22  (feet)  COMP
 DF5315  MODELED GRAV-     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
 DF5315.and adjusted by the National Geodetic Survey in August 2004..
 DF5315.No vertical observational check was made to the station.
 DF5315
 DF5315.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF5314 ***********************************************************************
 DF5314  DESIGNATION -  2776 B
 DF5314  PID         -  DF5314
 DF5314  STATE/COUNTY-  MN/HENNEPIN
 DF5314  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5314
 DF5314                         *CURRENT SURVEY CONTROL
 DF5314  ___________________________________________________________________
 DF5314* NAD 83(1986)-  44 50 05.     (N)    093 23 53.     (W)     SCALED    
 DF5314* NAVD 88     -       266.042  (meters)     872.84   (feet)  ADJUSTED  
 DF5314  ___________________________________________________________________
 DF5314  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DF5314  DYNAMIC HT  -         266.035 (meters)     872.82  (feet)  COMP
 DF5314  MODELED GRAV-     980,583.5   (mgal)                       NAVD 88
 DF5314
 DF5314  VERT ORDER  -  SECOND    CLASS II
 DF5314
 DF5314.The horizontal coordinates were scaled from a topographic map and have
 DF5314.an estimated accuracy of +/- 6 seconds.
 DF5314
 DF5314.The orthometric height was determined by differential leveling
 DF5314.and adjusted by the National Geodetic Survey in August 2004..
 DF5314.No vertical observational check was made to the station.
 DF5314
 DF5314.The geoid height was determined by GEOID03.
 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     -   304,040.      847,590.      MT  (+/- 180 meters Scaled)
 DF5314
 DF5314                          SUPERSEDED SURVEY CONTROL
 DF5314
 DF5314.No superseded survey control is available for this station.
 DF5314
 DF5314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK685646(NAD 83)
 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 - 1998
 DF5314_ROD/PIPE-DEPTH:  4.6 meters
 DF5314
 DF5314  HISTORY     - Date     Condition        Report By
 DF5314  HISTORY     - 1998     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5318 ***********************************************************************
 DF5318  DESIGNATION -  2776 C
 DF5318  PID         -  DF5318
 DF5318  STATE/COUNTY-  MN/HENNEPIN
 DF5318  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5318
 DF5318                         *CURRENT SURVEY CONTROL
 DF5318  ___________________________________________________________________
 DF5318* NAD 83(1986)-  44 48 18.     (N)    093 23 53.     (W)     SCALED    
 DF5318* NAVD 88     -       238.199  (meters)     781.49   (feet)  ADJUSTED  
 DF5318  ___________________________________________________________________
 DF5318  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DF5318  DYNAMIC HT  -         238.192 (meters)     781.47  (feet)  COMP
 DF5318  MODELED GRAV-     980,582.4   (mgal)                       NAVD 88
 DF5318
 DF5318  VERT ORDER  -  SECOND    CLASS II
 DF5318
 DF5318.The horizontal coordinates were scaled from a topographic map and have
 DF5318.an estimated accuracy of +/- 6 seconds.
 DF5318
 DF5318.The orthometric height was determined by differential leveling
 DF5318.and adjusted by the National Geodetic Survey in August 2004..
 DF5318.No vertical observational check was made to the station.
 DF5318
 DF5318.The geoid height was determined by GEOID03.
 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     -   300,730.      847,620.      MT  (+/- 180 meters Scaled)
 DF5318
 DF5318                          SUPERSEDED SURVEY CONTROL
 DF5318
 DF5318.No superseded survey control is available for this station.
 DF5318
 DF5318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK685613(NAD 83)
 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 NOT SUITABLE FOR
 DF5318+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 DF5318
 DF5318  HISTORY     - Date     Condition        Report By
 DF5318  HISTORY     - 1994     MONUMENTED       MNDT
 DF5318  HISTORY     - 19980911 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5316 ***********************************************************************
 DF5316  DESIGNATION -  2776 D
 DF5316  PID         -  DF5316
 DF5316  STATE/COUNTY-  MN/HENNEPIN
 DF5316  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5316
 DF5316                         *CURRENT SURVEY CONTROL
 DF5316  ___________________________________________________________________
 DF5316* NAD 83(1986)-  44 48 28.     (N)    093 23 54.     (W)     SCALED    
 DF5316* NAVD 88     -       243.937  (meters)     800.32   (feet)  ADJUSTED  
 DF5316  ___________________________________________________________________
 DF5316  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DF5316  DYNAMIC HT  -         243.930 (meters)     800.29  (feet)  COMP
 DF5316  MODELED GRAV-     980,582.7   (mgal)                       NAVD 88
 DF5316
 DF5316  VERT ORDER  -  SECOND    CLASS II
 DF5316
 DF5316.The horizontal coordinates were scaled from a topographic map and have
 DF5316.an estimated accuracy of +/- 6 seconds.
 DF5316
 DF5316.The orthometric height was determined by differential leveling
 DF5316.and adjusted by the National Geodetic Survey in August 2004..
 DF5316.No vertical observational check was made to the station.
 DF5316
 DF5316.The geoid height was determined by GEOID03.
 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     -   301,040.      847,590.      MT  (+/- 180 meters Scaled)
 DF5316
 DF5316                          SUPERSEDED SURVEY CONTROL
 DF5316
 DF5316.No superseded survey control is available for this station.
 DF5316
 DF5316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK685616(NAD 83)
 DF5316_MARKER: DD = SURVEY DISK
 DF5316_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5316_SP_SET: BRIDGE RAIL
 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 - September 11, 1998
 DF5316
 DF5316  HISTORY     - Date     Condition        Report By
 DF5316  HISTORY     - 1993     MONUMENTED       MNDT
 DF5316  HISTORY     - 19980911 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5317 ***********************************************************************
 DF5317  DESIGNATION -  2776 E
 DF5317  PID         -  DF5317
 DF5317  STATE/COUNTY-  MN/HENNEPIN
 DF5317  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5317
 DF5317                         *CURRENT SURVEY CONTROL
 DF5317  ___________________________________________________________________
 DF5317* NAD 83(1986)-  44 48 28.     (N)    093 23 53.     (W)     SCALED    
 DF5317* NAVD 88     -       243.844  (meters)     800.01   (feet)  ADJUSTED  
 DF5317  ___________________________________________________________________
 DF5317  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DF5317  DYNAMIC HT  -         243.837 (meters)     799.99  (feet)  COMP
 DF5317  MODELED GRAV-     980,582.7   (mgal)                       NAVD 88
 DF5317
 DF5317  VERT ORDER  -  SECOND    CLASS II
 DF5317
 DF5317.The horizontal coordinates were scaled from a topographic map and have
 DF5317.an estimated accuracy of +/- 6 seconds.
 DF5317
 DF5317.The orthometric height was determined by differential leveling
 DF5317.and adjusted by the National Geodetic Survey in August 2004..
 DF5317.No vertical observational check was made to the station.
 DF5317
 DF5317.The geoid height was determined by GEOID03.
 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     -   301,040.      847,620.      MT  (+/- 180 meters Scaled)
 DF5317
 DF5317                          SUPERSEDED SURVEY CONTROL
 DF5317
 DF5317.No superseded survey control is available for this station.
 DF5317
 DF5317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK685616(NAD 83)
 DF5317_MARKER: DD = SURVEY DISK
 DF5317_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5317_SP_SET: BRIDGE RAIL
 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 - September 11, 1998
 DF5317
 DF5317  HISTORY     - Date     Condition        Report By
 DF5317  HISTORY     - 1993     MONUMENTED       MNDT
 DF5317  HISTORY     - 19980911 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5310 ***********************************************************************
 DF5310  DESIGNATION -  2776 F
 DF5310  PID         -  DF5310
 DF5310  STATE/COUNTY-  MN/HENNEPIN
 DF5310  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5310
 DF5310                         *CURRENT SURVEY CONTROL
 DF5310  ___________________________________________________________________
 DF5310* NAD 83(1986)-  44 50 48.     (N)    093 23 56.     (W)     SCALED    
 DF5310* NAVD 88     -       263.232  (meters)     863.62   (feet)  ADJUSTED  
 DF5310  ___________________________________________________________________
 DF5310  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DF5310  DYNAMIC HT  -         263.225 (meters)     863.60  (feet)  COMP
 DF5310  MODELED GRAV-     980,582.9   (mgal)                       NAVD 88
 DF5310
 DF5310  VERT ORDER  -  SECOND    CLASS II
 DF5310
 DF5310.The horizontal coordinates were scaled from a topographic map and have
 DF5310.an estimated accuracy of +/- 6 seconds.
 DF5310
 DF5310.The orthometric height was determined by differential leveling
 DF5310.and adjusted by the National Geodetic Survey in August 2004..
 DF5310.No vertical observational check was made to the station.
 DF5310
 DF5310.The geoid height was determined by GEOID03.
 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     -   305,360.      847,520.      MT  (+/- 180 meters Scaled)
 DF5310
 DF5310                          SUPERSEDED SURVEY CONTROL
 DF5310
 DF5310.No superseded survey control is available for this station.
 DF5310
 DF5310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK684659(NAD 83)
 DF5310_MARKER: DD = SURVEY DISK
 DF5310_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5310_SP_SET: BRIDGE RAIL
 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 - September 11, 1998
 DF5310
 DF5310  HISTORY     - Date     Condition        Report By
 DF5310  HISTORY     - 1995     MONUMENTED       MNDT
 DF5310  HISTORY     - 19980911 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5313 ***********************************************************************
 DF5313  DESIGNATION -  2776 G
 DF5313  PID         -  DF5313
 DF5313  STATE/COUNTY-  MN/HENNEPIN
 DF5313  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5313
 DF5313                         *CURRENT SURVEY CONTROL
 DF5313  ___________________________________________________________________
 DF5313* NAD 83(1986)-  44 50 41.     (N)    093 23 55.     (W)     SCALED    
 DF5313* NAVD 88     -       262.205  (meters)     860.25   (feet)  ADJUSTED  
 DF5313  ___________________________________________________________________
 DF5313  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DF5313  DYNAMIC HT  -         262.198 (meters)     860.23  (feet)  COMP
 DF5313  MODELED GRAV-     980,583.0   (mgal)                       NAVD 88
 DF5313
 DF5313  VERT ORDER  -  SECOND    CLASS II
 DF5313
 DF5313.The horizontal coordinates were scaled from a topographic map and have
 DF5313.an estimated accuracy of +/- 6 seconds.
 DF5313
 DF5313.The orthometric height was determined by differential leveling
 DF5313.and adjusted by the National Geodetic Survey in August 2004..
 DF5313.No vertical observational check was made to the station.
 DF5313
 DF5313.The geoid height was determined by GEOID03.
 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     -   305,150.      847,540.      MT  (+/- 180 meters Scaled)
 DF5313
 DF5313                          SUPERSEDED SURVEY CONTROL
 DF5313
 DF5313.No superseded survey control is available for this station.
 DF5313
 DF5313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK684657(NAD 83)
 DF5313_MARKER: DD = SURVEY DISK
 DF5313_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5313_SP_SET: BRIDGE RAIL
 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 - September 11, 1998
 DF5313
 DF5313  HISTORY     - Date     Condition        Report By
 DF5313  HISTORY     - 1995     MONUMENTED       MNDT
 DF5313  HISTORY     - 19980911 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5312 ***********************************************************************
 DF5312  DESIGNATION -  2776 H
 DF5312  PID         -  DF5312
 DF5312  STATE/COUNTY-  MN/HENNEPIN
 DF5312  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5312
 DF5312                         *CURRENT SURVEY CONTROL
 DF5312  ___________________________________________________________________
 DF5312* NAD 83(1986)-  44 50 41.     (N)    093 23 56.     (W)     SCALED    
 DF5312* NAVD 88     -       262.262  (meters)     860.44   (feet)  ADJUSTED  
 DF5312  ___________________________________________________________________
 DF5312  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DF5312  DYNAMIC HT  -         262.255 (meters)     860.41  (feet)  COMP
 DF5312  MODELED GRAV-     980,583.1   (mgal)                       NAVD 88
 DF5312
 DF5312  VERT ORDER  -  SECOND    CLASS II
 DF5312
 DF5312.The horizontal coordinates were scaled from a topographic map and have
 DF5312.an estimated accuracy of +/- 6 seconds.
 DF5312
 DF5312.The orthometric height was determined by differential leveling
 DF5312.and adjusted by the National Geodetic Survey in August 2004..
 DF5312.No vertical observational check was made to the station.
 DF5312
 DF5312.The geoid height was determined by GEOID03.
 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     -   305,150.      847,520.      MT  (+/- 180 meters Scaled)
 DF5312
 DF5312                          SUPERSEDED SURVEY CONTROL
 DF5312
 DF5312.No superseded survey control is available for this station.
 DF5312
 DF5312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK684657(NAD 83)
 DF5312_MARKER: DD = SURVEY DISK
 DF5312_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5312_SP_SET: BRIDGE RAIL
 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 - September 11, 1998
 DF5312
 DF5312  HISTORY     - Date     Condition        Report By
 DF5312  HISTORY     - 1995     MONUMENTED       MNDT
 DF5312  HISTORY     - 19980911 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5309 ***********************************************************************
 DF5309  DESIGNATION -  2776 J
 DF5309  PID         -  DF5309
 DF5309  STATE/COUNTY-  MN/HENNEPIN
 DF5309  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5309
 DF5309                         *CURRENT SURVEY CONTROL
 DF5309  ___________________________________________________________________
 DF5309* NAD 83(1986)-  44 51 07.     (N)    093 23 48.     (W)     SCALED    
 DF5309* NAVD 88     -       260.414  (meters)     854.37   (feet)  ADJUSTED  
 DF5309  ___________________________________________________________________
 DF5309  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DF5309  DYNAMIC HT  -         260.407 (meters)     854.35  (feet)  COMP
 DF5309  MODELED GRAV-     980,582.1   (mgal)                       NAVD 88
 DF5309
 DF5309  VERT ORDER  -  SECOND    CLASS II
 DF5309
 DF5309.The horizontal coordinates were scaled from a topographic map and have
 DF5309.an estimated accuracy of +/- 6 seconds.
 DF5309
 DF5309.The orthometric height was determined by differential leveling
 DF5309.and adjusted by the National Geodetic Survey in August 2004..
 DF5309.No vertical observational check was made to the station.
 DF5309
 DF5309.The geoid height was determined by GEOID03.
 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     -   305,950.      847,690.      MT  (+/- 180 meters Scaled)
 DF5309
 DF5309                          SUPERSEDED SURVEY CONTROL
 DF5309
 DF5309.No superseded survey control is available for this station.
 DF5309
 DF5309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK686665(NAD 83)
 DF5309_MARKER: Z = SEE DESCRIPTION
 DF5309_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5309_SP_SET: SIDEWALK
 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 - June 14, 2005
 DF5309
 DF5309  HISTORY     - Date     Condition        Report By
 DF5309  HISTORY     - 1995     MONUMENTED       MN-053
 DF5309  HISTORY     - 19980911 GOOD             MNDT
 DF5309  HISTORY     - 20050614 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5308 ***********************************************************************
 DF5308  DESIGNATION -  2776 K
 DF5308  PID         -  DF5308
 DF5308  STATE/COUNTY-  MN/HENNEPIN
 DF5308  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5308
 DF5308                         *CURRENT SURVEY CONTROL
 DF5308  ___________________________________________________________________
 DF5308* NAD 83(1986)-  44 51 08.     (N)    093 23 49.     (W)     SCALED    
 DF5308* NAVD 88     -       260.627  (meters)     855.07   (feet)  ADJUSTED  
 DF5308  ___________________________________________________________________
 DF5308  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DF5308  DYNAMIC HT  -         260.620 (meters)     855.05  (feet)  COMP
 DF5308  MODELED GRAV-     980,582.0   (mgal)                       NAVD 88
 DF5308
 DF5308  VERT ORDER  -  SECOND    CLASS II
 DF5308
 DF5308.The horizontal coordinates were scaled from a topographic map and have
 DF5308.an estimated accuracy of +/- 6 seconds.
 DF5308
 DF5308.The orthometric height was determined by differential leveling
 DF5308.and adjusted by the National Geodetic Survey in August 2004..
 DF5308.No vertical observational check was made to the station.
 DF5308
 DF5308.The geoid height was determined by GEOID03.
 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     -   305,980.      847,670.      MT  (+/- 180 meters Scaled)
 DF5308
 DF5308                          SUPERSEDED SURVEY CONTROL
 DF5308
 DF5308.No superseded survey control is available for this station.
 DF5308
 DF5308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK686666(NAD 83)
 DF5308_MARKER: DD = SURVEY DISK
 DF5308_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5308_SP_SET: SIDEWALK
 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 - June 14, 2005
 DF5308
 DF5308  HISTORY     - Date     Condition        Report By
 DF5308  HISTORY     - 1995     MONUMENTED       MN-053
 DF5308  HISTORY     - 19980911 GOOD             MNDT
 DF5308  HISTORY     - 20050614 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5306 ***********************************************************************
 DF5306  DESIGNATION -  2776 L
 DF5306  PID         -  DF5306
 DF5306  STATE/COUNTY-  MN/HENNEPIN
 DF5306  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5306
 DF5306                         *CURRENT SURVEY CONTROL
 DF5306  ___________________________________________________________________
 DF5306* NAD 83(1986)-  44 51 10.     (N)    093 23 44.     (W)     SCALED    
 DF5306* NAVD 88     -       261.072  (meters)     856.53   (feet)  ADJUSTED  
 DF5306  ___________________________________________________________________
 DF5306  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DF5306  DYNAMIC HT  -         261.064 (meters)     856.51  (feet)  COMP
 DF5306  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 DF5306
 DF5306  VERT ORDER  -  SECOND    CLASS II
 DF5306
 DF5306.The horizontal coordinates were scaled from a topographic map and have
 DF5306.an estimated accuracy of +/- 6 seconds.
 DF5306
 DF5306.The orthometric height was determined by differential leveling
 DF5306.and adjusted by the National Geodetic Survey in August 2004..
 DF5306.No vertical observational check was made to the station.
 DF5306
 DF5306.The geoid height was determined by GEOID03.
 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     -   306,040.      847,780.      MT  (+/- 180 meters Scaled)
 DF5306
 DF5306                          SUPERSEDED SURVEY CONTROL
 DF5306
 DF5306.No superseded survey control is available for this station.
 DF5306
 DF5306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK687666(NAD 83)
 DF5306_MARKER: DD = SURVEY DISK
 DF5306_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5306_SP_SET: BRIDGE RAIL
 DF5306_STAMPING: 2776 L 1998
 DF5306_MARK LOGO: MNDT  
 DF5306_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5306+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 DF5306
 DF5306  HISTORY     - Date     Condition        Report By
 DF5306  HISTORY     - 1995     MONUMENTED       MNDT
 DF5306  HISTORY     - 19980911 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5307 ***********************************************************************
 DF5307  DESIGNATION -  2776 M
 DF5307  PID         -  DF5307
 DF5307  STATE/COUNTY-  MN/HENNEPIN
 DF5307  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5307
 DF5307                         *CURRENT SURVEY CONTROL
 DF5307  ___________________________________________________________________
 DF5307* NAD 83(1986)-  44 51 11.     (N)    093 23 46.     (W)     SCALED    
 DF5307* NAVD 88     -       261.193  (meters)     856.93   (feet)  ADJUSTED  
 DF5307  ___________________________________________________________________
 DF5307  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DF5307  DYNAMIC HT  -         261.186 (meters)     856.91  (feet)  COMP
 DF5307  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 DF5307
 DF5307  VERT ORDER  -  SECOND    CLASS II
 DF5307
 DF5307.The horizontal coordinates were scaled from a topographic map and have
 DF5307.an estimated accuracy of +/- 6 seconds.
 DF5307
 DF5307.The orthometric height was determined by differential leveling
 DF5307.and adjusted by the National Geodetic Survey in August 2004..
 DF5307.No vertical observational check was made to the station.
 DF5307
 DF5307.The geoid height was determined by GEOID03.
 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     -   306,070.      847,730.      MT  (+/- 180 meters Scaled)
 DF5307
 DF5307                          SUPERSEDED SURVEY CONTROL
 DF5307
 DF5307.No superseded survey control is available for this station.
 DF5307
 DF5307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK687667(NAD 83)
 DF5307_MARKER: DD = SURVEY DISK
 DF5307_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5307_SP_SET: BRIDGE RAIL
 DF5307_STAMPING: 2776 M 1998
 DF5307_MARK LOGO: MNDT  
 DF5307_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5307+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1998
 DF5307
 DF5307  HISTORY     - Date     Condition        Report By
 DF5307  HISTORY     - 1995     MONUMENTED       MNDT
 DF5307  HISTORY     - 19980911 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5311 ***********************************************************************
 DF5311  DESIGNATION -  2776 N
 DF5311  PID         -  DF5311
 DF5311  STATE/COUNTY-  MN/HENNEPIN
 DF5311  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5311
 DF5311                         *CURRENT SURVEY CONTROL
 DF5311  ___________________________________________________________________
 DF5311* NAD 83(1986)-  44 50 48.     (N)    093 23 54.     (W)     SCALED    
 DF5311* NAVD 88     -       263.203  (meters)     863.53   (feet)  ADJUSTED  
 DF5311  ___________________________________________________________________
 DF5311  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DF5311  DYNAMIC HT  -         263.196 (meters)     863.50  (feet)  COMP
 DF5311  MODELED GRAV-     980,582.8   (mgal)                       NAVD 88
 DF5311
 DF5311  VERT ORDER  -  SECOND    CLASS II
 DF5311
 DF5311.The horizontal coordinates were scaled from a topographic map and have
 DF5311.an estimated accuracy of +/- 6 seconds.
 DF5311
 DF5311.The orthometric height was determined by differential leveling
 DF5311.and adjusted by the National Geodetic Survey in August 2004..
 DF5311.No vertical observational check was made to the station.
 DF5311
 DF5311.The geoid height was determined by GEOID03.
 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     -   305,360.      847,560.      MT  (+/- 180 meters Scaled)
 DF5311
 DF5311                          SUPERSEDED SURVEY CONTROL
 DF5311
 DF5311.No superseded survey control is available for this station.
 DF5311
 DF5311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK685659(NAD 83)
 DF5311_MARKER: DD = SURVEY DISK
 DF5311_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5311_SP_SET: BRIDGE RAIL
 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 - September 11, 1998
 DF5311
 DF5311  HISTORY     - Date     Condition        Report By
 DF5311  HISTORY     - 1995     MONUMENTED       MNDT
 DF5311  HISTORY     - 19980911 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0575 ***********************************************************************
 QO0575  DESIGNATION -  2780 A
 QO0575  PID         -  QO0575
 QO0575  STATE/COUNTY-  MN/HENNEPIN
 QO0575  USGS QUAD   -  OSSEO (1993)
 QO0575
 QO0575                         *CURRENT SURVEY CONTROL
 QO0575  ___________________________________________________________________
 QO0575* NAD 83(1986)-  45 05 30.     (N)    093 26 43.     (W)     SCALED    
 QO0575* NAVD 88     -       285.980  (meters)     938.25   (feet)  ADJUSTED  
 QO0575  ___________________________________________________________________
 QO0575  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 QO0575  DYNAMIC HT  -         285.968 (meters)     938.21  (feet)  COMP
 QO0575  MODELED GRAV-     980,567.4   (mgal)                       NAVD 88
 QO0575
 QO0575  VERT ORDER  -  SECOND    CLASS 0
 QO0575
 QO0575.The horizontal coordinates were scaled from a topographic map and have
 QO0575.an estimated accuracy of +/- 6 seconds.
 QO0575
 QO0575.The orthometric height was determined by differential leveling
 QO0575.and adjusted by the National Geodetic Survey in June 1991..
 QO0575.WARNING-Repeat measurements at this control monument indicate possible
 QO0575.vertical movement.
 QO0575
 QO0575.The geoid height was determined by GEOID03.
 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     -   332,560.      843,670.      MT  (+/- 180 meters Scaled)
 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: 15TVK649932(NAD 83)
 QO0575_MARKER: DD = SURVEY DISK
 QO0575_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0575_SP_SET: BRIDGE
 QO0575_STAMPING: 2780-A 1970
 QO0575_MARK LOGO: MNDT  
 QO0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0575+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 QO0575
 QO0575  HISTORY     - Date     Condition        Report By
 QO0575  HISTORY     - 1970     MONUMENTED       MNDT
 QO0575  HISTORY     - 1977     GOOD             MNDT
 QO0575  HISTORY     - 1989     GOOD             MNDT
 QO0575  HISTORY     - 20020928 GOOD             USPSQD
 QO0575  HISTORY     - 20041118 GOOD             USPSQD
 QO0575
 QO0575                          STATION DESCRIPTION
 QO0575
 QO0575'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0576 ***********************************************************************
 QO0576  DESIGNATION -  2780 A 1
 QO0576  PID         -  QO0576
 QO0576  STATE/COUNTY-  MN/HENNEPIN
 QO0576  USGS QUAD   -  OSSEO (1993)
 QO0576
 QO0576                         *CURRENT SURVEY CONTROL
 QO0576  ___________________________________________________________________
 QO0576* NAD 83(1986)-  45 05 30.     (N)    093 26 43.     (W)     SCALED    
 QO0576* NAVD 88     -       292.048  (meters)     958.16   (feet)  ADJUSTED  
 QO0576  ___________________________________________________________________
 QO0576  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 QO0576  DYNAMIC HT  -         292.036 (meters)     958.12  (feet)  COMP
 QO0576  MODELED GRAV-     980,567.4   (mgal)                       NAVD 88
 QO0576
 QO0576  VERT ORDER  -  SECOND    CLASS 0
 QO0576
 QO0576.The horizontal coordinates were scaled from a topographic map and have
 QO0576.an estimated accuracy of +/- 6 seconds.
 QO0576
 QO0576.The orthometric height was determined by differential leveling
 QO0576.and adjusted by the National Geodetic Survey in June 1991..
 QO0576
 QO0576.The geoid height was determined by GEOID03.
 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     -   332,560.      843,670.      MT  (+/- 180 meters Scaled)
 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: 15TVK649932(NAD 83)
 QO0576_MARKER: DD = SURVEY DISK
 QO0576_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0576_SP_SET: BRIDGE
 QO0576_STAMPING: 2780 A-1 1970
 QO0576_MARK LOGO: MNDT  
 QO0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0576+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 QO0576
 QO0576  HISTORY     - Date     Condition        Report By
 QO0576  HISTORY     - 1970     MONUMENTED       MNDT
 QO0576  HISTORY     - 1977     GOOD             MNDT
 QO0576  HISTORY     - 1989     GOOD             MNDT
 QO0576  HISTORY     - 20041118 GOOD             USPSQD
 QO0576
 QO0576                          STATION DESCRIPTION
 QO0576
 QO0576'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1345 ***********************************************************************
 QO1345  DESIGNATION -  2780 B
 QO1345  PID         -  QO1345
 QO1345  STATE/COUNTY-  MN/HENNEPIN
 QO1345  USGS QUAD   -  OSSEO (1993)
 QO1345
 QO1345                         *CURRENT SURVEY CONTROL
 QO1345  ___________________________________________________________________
 QO1345* NAD 83(1986)-  45 05 54.     (N)    093 27 31.     (W)     SCALED    
 QO1345* NAVD 88     -       285.619  (meters)     937.07   (feet)  ADJUSTED  
 QO1345  ___________________________________________________________________
 QO1345  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 QO1345  DYNAMIC HT  -         285.605 (meters)     937.02  (feet)  COMP
 QO1345  MODELED GRAV-     980,559.5   (mgal)                       NAVD 88
 QO1345
 QO1345  VERT ORDER  -  SECOND    CLASS I
 QO1345
 QO1345.The horizontal coordinates were scaled from a topographic map and have
 QO1345.an estimated accuracy of +/- 6 seconds.
 QO1345
 QO1345.The orthometric height was determined by differential leveling
 QO1345.and adjusted by the National Geodetic Survey in June 1991..
 QO1345
 QO1345.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QO1345;SPC MN S     -   333,300.      842,610.      MT  (+/- 180 meters Scaled)
 QO1345
 QO1345                          SUPERSEDED SURVEY CONTROL
 QO1345
 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: 15TVK639939(NAD 83)
 QO1345_MARKER: DD = SURVEY DISK
 QO1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1345_SP_SET: CONCRETE POST
 QO1345_STAMPING: 2780 B 1974
 QO1345_PROJECTION: PROJECTING 10 CENTIMETERS
 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 - November 18, 2004
 QO1345
 QO1345  HISTORY     - Date     Condition        Report By
 QO1345  HISTORY     - 1974     MONUMENTED       MNDT
 QO1345  HISTORY     - 1977     GOOD             MNDT
 QO1345  HISTORY     - 20041118 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1343 ***********************************************************************
 QO1343  DESIGNATION -  2780 D
 QO1343  PID         -  QO1343
 QO1343  STATE/COUNTY-  MN/HENNEPIN
 QO1343  USGS QUAD   -  OSSEO (1993)
 QO1343
 QO1343                         *CURRENT SURVEY CONTROL
 QO1343  ___________________________________________________________________
 QO1343* NAD 83(1986)-  45 06 30.     (N)    093 27 55.     (W)     SCALED    
 QO1343* NAVD 88     -       277.332  (meters)     909.88   (feet)  ADJUSTED  
 QO1343  ___________________________________________________________________
 QO1343  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 QO1343  DYNAMIC HT  -         277.316 (meters)     909.83  (feet)  COMP
 QO1343  MODELED GRAV-     980,551.9   (mgal)                       NAVD 88
 QO1343
 QO1343  VERT ORDER  -  SECOND    CLASS I
 QO1343
 QO1343.The horizontal coordinates were scaled from a topographic map and have
 QO1343.an estimated accuracy of +/- 6 seconds.
 QO1343
 QO1343.The orthometric height was determined by differential leveling
 QO1343.and adjusted by the National Geodetic Survey in June 1991..
 QO1343
 QO1343.The geoid height was determined by GEOID03.
 QO1343
 QO1343.The dynamic height is computed by dividing the NAVD 88
 QO1343.geopotential number by the normal gravity value computed on the
 QO1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1343.degrees latitude (g = 980.6199 gals.).
 QO1343
 QO1343.The modeled gravity was interpolated from observed gravity values.
 QO1343
 QO1343;                    North         East    Units  Estimated Accuracy
 QO1343;SPC MN S     -   334,400.      842,080.      MT  (+/- 180 meters Scaled)
 QO1343
 QO1343                          SUPERSEDED SURVEY CONTROL
 QO1343
 QO1343  NGVD 29 (??/??/92)  277.255  (m)          909.63   (f) ADJ UNCH    2 1
 QO1343
 QO1343.Superseded values are not recommended for survey control.
 QO1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1343.See file dsdata.txt to determine how the superseded data were derived.
 QO1343
 QO1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK633950(NAD 83)
 QO1343_MARKER: DD = SURVEY DISK
 QO1343_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1343_SP_SET: ABUTMENT
 QO1343_STAMPING: 2780 D 1974
 QO1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1343+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 QO1343
 QO1343  HISTORY     - Date     Condition        Report By
 QO1343  HISTORY     - 1974     MONUMENTED       MNDT
 QO1343  HISTORY     - 1977     GOOD             MNDT
 QO1343  HISTORY     - 20000327 GOOD             USPSQD
 QO1343  HISTORY     - 20031006 GOOD             USPSQD
 QO1343  HISTORY     - 20041118 GOOD             USPSQD
 QO1343
 QO1343                          STATION DESCRIPTION
 QO1343
 QO1343'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1343'IN MAPLE GROVE.
 QO1343'THE MARK IS LOCATED 1.6 MILES NORTHWEST ALONG FAI 94 FROM THE JUNCTION
 QO1343'OF FAI 94 AND FAI 494 IN MAPLE GROVE, AND 0.4 MILE NORTHWEST OF COUNTY
 QO1343'ROAD 109. IT IS 31.6 FT. SOUTHWEST OF AND 1 FT. HIGHER THAN THE
 QO1343'EASTBOUND FAI 94 CENTERLINE AT MILEPOINT 215.2. IT IS CEMENTED IN THE
 QO1343'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF FAI 94 BRIDGE 27968 OVER
 QO1343'RICE CREEK.
 QO1343
 QO1343                          STATION RECOVERY (2000)
 QO1343
 QO1343'RECOVERY NOTE BY US POWER SQUADRON 2000
 QO1343'RECOVERED IN GOOD CONDITION.
 QO1343
 QO1343                          STATION RECOVERY (2003)
 QO1343
 QO1343'RECOVERY NOTE BY US POWER SQUADRON 2003 (NDM)
 QO1343'RECOVERED IN GOOD CONDITION.
 QO1343
 QO1343                          STATION RECOVERY (2004)
 QO1343
 QO1343'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO1343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1341 ***********************************************************************
 QO1341  DESIGNATION -  2780 F
 QO1341  PID         -  QO1341
 QO1341  STATE/COUNTY-  MN/HENNEPIN
 QO1341  USGS QUAD   -  OSSEO (1993)
 QO1341
 QO1341                         *CURRENT SURVEY CONTROL
 QO1341  ___________________________________________________________________
 QO1341* NAD 83(1986)-  45 06 54.     (N)    093 28 31.     (W)     SCALED    
 QO1341* NAVD 88     -       276.424  (meters)     906.90   (feet)  ADJUSTED  
 QO1341  ___________________________________________________________________
 QO1341  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 QO1341  DYNAMIC HT  -         276.406 (meters)     906.84  (feet)  COMP
 QO1341  MODELED GRAV-     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
 QO1341.and adjusted by the National Geodetic Survey in June 1991..
 QO1341
 QO1341.The geoid height was determined by GEOID03.
 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     -   335,140.      841,290.      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: 15TVK626958(NAD 83)
 QO1341_MARKER: DD = SURVEY DISK
 QO1341_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1341_SP_SET: ABUTMENT
 QO1341_STAMPING: 2780 F 1974
 QO1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1341+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 QO1341
 QO1341  HISTORY     - Date     Condition        Report By
 QO1341  HISTORY     - 1974     MONUMENTED       MNDT
 QO1341  HISTORY     - 1977     GOOD             MNDT
 QO1341  HISTORY     - 20031006 GOOD             USPSQD
 QO1341  HISTORY     - 20051105 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1340 ***********************************************************************
 QO1340  DESIGNATION -  2780 G
 QO1340  PID         -  QO1340
 QO1340  STATE/COUNTY-  MN/HENNEPIN
 QO1340  USGS QUAD   -  OSSEO (1993)
 QO1340
 QO1340                         *CURRENT SURVEY CONTROL
 QO1340  ___________________________________________________________________
 QO1340* NAD 83(1986)-  45 07 18.     (N)    093 28 49.     (W)     SCALED    
 QO1340* NAVD 88     -       278.108  (meters)     912.43   (feet)  ADJUSTED  
 QO1340  ___________________________________________________________________
 QO1340  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 QO1340  DYNAMIC HT  -         278.088 (meters)     912.36  (feet)  COMP
 QO1340  MODELED GRAV-     980,539.5   (mgal)                       NAVD 88
 QO1340
 QO1340  VERT ORDER  -  SECOND    CLASS I
 QO1340
 QO1340.The horizontal coordinates were scaled from a topographic map and have
 QO1340.an estimated accuracy of +/- 6 seconds.
 QO1340
 QO1340.The orthometric height was determined by differential leveling
 QO1340.and adjusted by the National Geodetic Survey in June 1991..
 QO1340
 QO1340.The geoid height was determined by GEOID03.
 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     -   335,880.      840,890.      MT  (+/- 180 meters Scaled)
 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: 15TVK622965(NAD 83)
 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: MNDT  
 QO1340_PROJECTION: PROJECTING 5 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 - June 04, 1992
 QO1340
 QO1340  HISTORY     - Date     Condition        Report By
 QO1340  HISTORY     - 1974     MONUMENTED       MNDT
 QO1340  HISTORY     - 1977     GOOD             MNDT
 QO1340  HISTORY     - 19920604 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1339 ***********************************************************************
 QO1339  DESIGNATION -  2780 H
 QO1339  PID         -  QO1339
 QO1339  STATE/COUNTY-  MN/HENNEPIN
 QO1339  USGS QUAD   -  ANOKA (1993)
 QO1339
 QO1339                         *CURRENT SURVEY CONTROL
 QO1339  ___________________________________________________________________
 QO1339* NAD 83(1986)-  45 07 36.     (N)    093 29 07.     (W)     SCALED    
 QO1339* NAVD 88     -       282.836  (meters)     927.94   (feet)  ADJUSTED  
 QO1339  ___________________________________________________________________
 QO1339  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 QO1339  DYNAMIC HT  -         282.815 (meters)     927.87  (feet)  COMP
 QO1339  MODELED GRAV-     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
 QO1339.and adjusted by the National Geodetic Survey in June 1991..
 QO1339
 QO1339.The geoid height was determined by GEOID03.
 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_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: MNDT  
 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 - November 05, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1338 ***********************************************************************
 QO1338  DESIGNATION -  2780 J
 QO1338  PID         -  QO1338
 QO1338  STATE/COUNTY-  MN/HENNEPIN
 QO1338  USGS QUAD   -  ANOKA (1993)
 QO1338
 QO1338                         *CURRENT SURVEY CONTROL
 QO1338  ___________________________________________________________________
 QO1338* NAD 83(1986)-  45 08 00.     (N)    093 29 25.     (W)     SCALED    
 QO1338* NAVD 88     -       282.425  (meters)     926.59   (feet)  ADJUSTED  
 QO1338  ___________________________________________________________________
 QO1338  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 QO1338  DYNAMIC HT  -         282.402 (meters)     926.51  (feet)  COMP
 QO1338  MODELED GRAV-     980,528.3   (mgal)                       NAVD 88
 QO1338
 QO1338  VERT ORDER  -  SECOND    CLASS I
 QO1338
 QO1338.The horizontal coordinates were scaled from a topographic map and have
 QO1338.an estimated accuracy of +/- 6 seconds.
 QO1338
 QO1338.The orthometric height was determined by differential leveling
 QO1338.and adjusted by the National Geodetic Survey in October 1999..
 QO1338
 QO1338.The geoid height was determined by GEOID03.
 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     -   337,170.      840,100.      MT  (+/- 180 meters Scaled)
 QO1338
 QO1338                          SUPERSEDED SURVEY CONTROL
 QO1338
 QO1338  NAVD 88 (06/15/91)  282.420  (m)          926.57   (f) UNKNOWN     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: 15TVK614978(NAD 83)
 QO1338_MARKER: DB = BENCH MARK DISK
 QO1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1338_SP_SET: CONCRETE POST
 QO1338_STAMPING: 2780 J 1974
 QO1338_MARK LOGO: MNDT  
 QO1338_PROJECTION: PROJECTING 8 CENTIMETERS
 QO1338_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1338+STABILITY: SURFACE MOTION
 QO1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1338+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1992
 QO1338
 QO1338  HISTORY     - Date     Condition        Report By
 QO1338  HISTORY     - 1974     MONUMENTED       MNDT
 QO1338  HISTORY     - 1977     GOOD             MNDT
 QO1338  HISTORY     - 19920430 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1337 ***********************************************************************
 QO1337  DESIGNATION -  2780 K
 QO1337  PID         -  QO1337
 QO1337  STATE/COUNTY-  MN/HENNEPIN
 QO1337  USGS QUAD   -  ANOKA (1993)
 QO1337
 QO1337                         *CURRENT SURVEY CONTROL
 QO1337  ___________________________________________________________________
 QO1337* NAD 83(1986)-  45 08 18.     (N)    093 29 37.     (W)     SCALED    
 QO1337* NAVD 88     -       289.169  (meters)     948.72   (feet)  ADJUSTED  
 QO1337  ___________________________________________________________________
 QO1337  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 QO1337  DYNAMIC HT  -         289.145 (meters)     948.64  (feet)  COMP
 QO1337  MODELED GRAV-     980,524.8   (mgal)                       NAVD 88
 QO1337
 QO1337  VERT ORDER  -  SECOND    CLASS I
 QO1337
 QO1337.The horizontal coordinates were scaled from a topographic map and have
 QO1337.an estimated accuracy of +/- 6 seconds.
 QO1337
 QO1337.The orthometric height was determined by differential leveling
 QO1337.and adjusted by the National Geodetic Survey in June 1991..
 QO1337
 QO1337.The geoid height was determined by GEOID03.
 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     -   337,720.      839,830.      MT  (+/- 180 meters Scaled)
 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: 15TVK611984(NAD 83)
 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 - November 05, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1336 ***********************************************************************
 QO1336  DESIGNATION -  2780 L
 QO1336  PID         -  QO1336
 QO1336  STATE/COUNTY-  MN/HENNEPIN
 QO1336  USGS QUAD   -  ANOKA (1993)
 QO1336
 QO1336                         *CURRENT SURVEY CONTROL
 QO1336  ___________________________________________________________________
 QO1336* NAD 83(1986)-  45 08 42.     (N)    093 29 54.     (W)     SCALED    
 QO1336* NAVD 88     -       277.759  (meters)     911.28   (feet)  ADJUSTED  
 QO1336  ___________________________________________________________________
 QO1336  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 QO1336  DYNAMIC HT  -         277.734 (meters)     911.20  (feet)  COMP
 QO1336  MODELED GRAV-     980,521.4   (mgal)                       NAVD 88
 QO1336
 QO1336  VERT ORDER  -  SECOND    CLASS I
 QO1336
 QO1336.The horizontal coordinates were scaled from a topographic map and have
 QO1336.an estimated accuracy of +/- 6 seconds.
 QO1336
 QO1336.The orthometric height was determined by differential leveling
 QO1336.and adjusted by the National Geodetic Survey in June 1991..
 QO1336
 QO1336.The geoid height was determined by GEOID03.
 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     -   338,460.      839,450.      MT  (+/- 180 meters Scaled)
 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: 15TVK608991(NAD 83)
 QO1336_MARKER: DB = BENCH MARK DISK
 QO1336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO1336_SP_SET: HEADWALL OF BOX CULVERT
 QO1336_STAMPING: 2780 L 1974
 QO1336_MARK LOGO: MNDT  
 QO1336_PROJECTION: FLUSH
 QO1336_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1336+STABILITY: SURFACE MOTION
 QO1336
 QO1336  HISTORY     - Date     Condition        Report By
 QO1336  HISTORY     - 1974     MONUMENTED       MNDT
 QO1336  HISTORY     - 1977     GOOD             MNDT
 QO1336  HISTORY     - 19920430 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1335 ***********************************************************************
 QO1335  DESIGNATION -  2780 M
 QO1335  PID         -  QO1335
 QO1335  STATE/COUNTY-  MN/HENNEPIN
 QO1335  USGS QUAD   -  ROGERS (1993)
 QO1335
 QO1335                         *CURRENT SURVEY CONTROL
 QO1335  ___________________________________________________________________
 QO1335* NAD 83(1986)-  45 09 12.     (N)    093 30 19.     (W)     SCALED    
 QO1335* NAVD 88     -       281.654  (meters)     924.06   (feet)  ADJUSTED  
 QO1335  ___________________________________________________________________
 QO1335  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 QO1335  DYNAMIC HT  -         281.629 (meters)     923.98  (feet)  COMP
 QO1335  MODELED GRAV-     980,518.0   (mgal)                       NAVD 88
 QO1335
 QO1335  VERT ORDER  -  SECOND    CLASS I
 QO1335
 QO1335.The horizontal coordinates were scaled from a topographic map and have
 QO1335.an estimated accuracy of +/- 6 seconds.
 QO1335
 QO1335.The orthometric height was determined by differential leveling
 QO1335.and adjusted by the National Geodetic Survey in June 1991..
 QO1335
 QO1335.The geoid height was determined by GEOID03.
 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     -   339,380.      838,900.      MT  (+/- 180 meters Scaled)
 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: 15TVL602001(NAD 83)
 QO1335_MARKER: DD = SURVEY DISK
 QO1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1335_SP_SET: CONCRETE POST
 QO1335_STAMPING: 2780 M 1974
 QO1335_PROJECTION: PROJECTING 10 CENTIMETERS
 QO1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1335+STABILITY: SURFACE MOTION
 QO1335
 QO1335  HISTORY     - Date     Condition        Report By
 QO1335  HISTORY     - 1974     MONUMENTED       MNDT
 QO1335  HISTORY     - 1977     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1334 ***********************************************************************
 QO1334  DESIGNATION -  2780 N
 QO1334  PID         -  QO1334
 QO1334  STATE/COUNTY-  MN/HENNEPIN
 QO1334  USGS QUAD   -  ROGERS (1993)
 QO1334
 QO1334                         *CURRENT SURVEY CONTROL
 QO1334  ___________________________________________________________________
 QO1334* NAD 83(1986)-  45 09 30.     (N)    093 30 49.     (W)     SCALED    
 QO1334* NAVD 88     -       285.419  (meters)     936.41   (feet)  ADJUSTED  
 QO1334  ___________________________________________________________________
 QO1334  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 QO1334  DYNAMIC HT  -         285.392 (meters)     936.32  (feet)  COMP
 QO1334  MODELED GRAV-     980,516.5   (mgal)                       NAVD 88
 QO1334
 QO1334  VERT ORDER  -  SECOND    CLASS I
 QO1334
 QO1334.The horizontal coordinates were scaled from a topographic map and have
 QO1334.an estimated accuracy of +/- 6 seconds.
 QO1334
 QO1334.The orthometric height was determined by differential leveling
 QO1334.and adjusted by the National Geodetic Survey in June 1991..
 QO1334
 QO1334.The geoid height was determined by GEOID03.
 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     -   339,940.      838,240.      MT  (+/- 180 meters Scaled)
 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: 15TVL596006(NAD 83)
 QO1334_MARKER: DD = SURVEY DISK
 QO1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1334_SP_SET: CONCRETE POST
 QO1334_STAMPING: 2780 N 1974
 QO1334_PROJECTION: PROJECTING 25 CENTIMETERS
 QO1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1334+STABILITY: SURFACE MOTION
 QO1334
 QO1334  HISTORY     - Date     Condition        Report By
 QO1334  HISTORY     - 1974     MONUMENTED       MNDT
 QO1334  HISTORY     - 1977     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1333 ***********************************************************************
 QO1333  DESIGNATION -  2780 P
 QO1333  PID         -  QO1333
 QO1333  STATE/COUNTY-  MN/HENNEPIN
 QO1333  USGS QUAD   -  ROGERS (1993)
 QO1333
 QO1333                         *CURRENT SURVEY CONTROL
 QO1333  ___________________________________________________________________
 QO1333* NAD 83(1986)-  45 09 48.     (N)    093 31 13.     (W)     SCALED    
 QO1333* NAVD 88     -       289.231  (meters)     948.92   (feet)  ADJUSTED  
 QO1333  ___________________________________________________________________
 QO1333  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 QO1333  DYNAMIC HT  -         289.204 (meters)     948.83  (feet)  COMP
 QO1333  MODELED GRAV-     980,515.6   (mgal)                       NAVD 88
 QO1333
 QO1333  VERT ORDER  -  SECOND    CLASS I
 QO1333
 QO1333.The horizontal coordinates were scaled from a topographic map and have
 QO1333.an estimated accuracy of +/- 6 seconds.
 QO1333
 QO1333.The orthometric height was determined by differential leveling
 QO1333.and adjusted by the National Geodetic Survey in June 1991..
 QO1333
 QO1333.The geoid height was determined by GEOID03.
 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     -   340,490.      837,720.      MT  (+/- 180 meters Scaled)
 QO1333
 QO1333                          SUPERSEDED SURVEY CONTROL
 QO1333
 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: 15TVL591012(NAD 83)
 QO1333_MARKER: DD = SURVEY DISK
 QO1333_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1333_SP_SET: ABUTMENT
 QO1333_STAMPING: 2780 P 1974
 QO1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1333
 QO1333  HISTORY     - Date     Condition        Report By
 QO1333  HISTORY     - 1974     MONUMENTED       MNDT
 QO1333  HISTORY     - 1977     GOOD             MNDT
 QO1333  HISTORY     - 19910902 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1332 ***********************************************************************
 QO1332  DESIGNATION -  2780 Q
 QO1332  PID         -  QO1332
 QO1332  STATE/COUNTY-  MN/HENNEPIN
 QO1332  USGS QUAD   -  ROGERS (1993)
 QO1332
 QO1332                         *CURRENT SURVEY CONTROL
 QO1332  ___________________________________________________________________
 QO1332* NAD 83(1986)-  45 10 18.     (N)    093 31 37.     (W)     SCALED    
 QO1332* NAVD 88     -       293.826  (meters)     963.99   (feet)  ADJUSTED  
 QO1332  ___________________________________________________________________
 QO1332  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 QO1332  DYNAMIC HT  -         293.798 (meters)     963.90  (feet)  COMP
 QO1332  MODELED GRAV-     980,514.7   (mgal)                       NAVD 88
 QO1332
 QO1332  VERT ORDER  -  SECOND    CLASS I
 QO1332
 QO1332.The horizontal coordinates were scaled from a topographic map and have
 QO1332.an estimated accuracy of +/- 6 seconds.
 QO1332
 QO1332.The orthometric height was determined by differential leveling
 QO1332.and adjusted by the National Geodetic Survey in June 1991..
 QO1332
 QO1332.The geoid height was determined by GEOID03.
 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     -   341,410.      837,190.      MT  (+/- 180 meters Scaled)
 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: 15TVL585021(NAD 83)
 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: MNDT  
 QO1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1332+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 QO1332
 QO1332  HISTORY     - Date     Condition        Report By
 QO1332  HISTORY     - 1974     MONUMENTED       MNDT
 QO1332  HISTORY     - 1977     GOOD             MNDT
 QO1332  HISTORY     - 19910902 GOOD             USPSQD
 QO1332  HISTORY     - 20030827 GOOD             MNDT
 QO1332  HISTORY     - 20051105 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1331 ***********************************************************************
 QO1331  DESIGNATION -  2780 R
 QO1331  PID         -  QO1331
 QO1331  STATE/COUNTY-  MN/HENNEPIN
 QO1331  USGS QUAD   -  ROGERS (1993)
 QO1331
 QO1331                         *CURRENT SURVEY CONTROL
 QO1331  ___________________________________________________________________
 QO1331* NAD 83(1986)-  45 10 18.     (N)    093 31 31.     (W)     SCALED    
 QO1331* NAVD 88     -       294.609  (meters)     966.56   (feet)  ADJUSTED  
 QO1331  ___________________________________________________________________
 QO1331  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 QO1331  DYNAMIC HT  -         294.581 (meters)     966.47  (feet)  COMP
 QO1331  MODELED GRAV-     980,514.7   (mgal)                       NAVD 88
 QO1331
 QO1331  VERT ORDER  -  SECOND    CLASS I
 QO1331
 QO1331.The horizontal coordinates were scaled from a topographic map and have
 QO1331.an estimated accuracy of +/- 6 seconds.
 QO1331
 QO1331.The orthometric height was determined by differential leveling
 QO1331.and adjusted by the National Geodetic Survey in June 1991..
 QO1331
 QO1331.The geoid height was determined by GEOID03.
 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     -   341,410.      837,320.      MT  (+/- 180 meters Scaled)
 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: 15TVL587021(NAD 83)
 QO1331_MARKER: DD = SURVEY 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: MNDT  
 QO1331_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1331+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 QO1331
 QO1331  HISTORY     - Date     Condition        Report By
 QO1331  HISTORY     - 1974     MONUMENTED       MNDT
 QO1331  HISTORY     - 1977     GOOD             MNDT
 QO1331  HISTORY     - 20030828 GOOD             MNDT
 QO1331  HISTORY     - 20051105 GOOD             USPSQD
 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)
 QO1331'2.1 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1330 ***********************************************************************
 QO1330  DESIGNATION -  2780 S
 QO1330  PID         -  QO1330
 QO1330  STATE/COUNTY-  MN/HENNEPIN
 QO1330  USGS QUAD   -  ROGERS (1993)
 QO1330
 QO1330                         *CURRENT SURVEY CONTROL
 QO1330  ___________________________________________________________________
 QO1330* NAD 83(1986)-  45 10 42.     (N)    093 31 55.     (W)     SCALED    
 QO1330* NAVD 88     -       292.099  (meters)     958.33   (feet)  ADJUSTED  
 QO1330  ___________________________________________________________________
 QO1330  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 QO1330  DYNAMIC HT  -         292.072 (meters)     958.24  (feet)  COMP
 QO1330  MODELED GRAV-     980,514.3   (mgal)                       NAVD 88
 QO1330
 QO1330  VERT ORDER  -  SECOND    CLASS I
 QO1330
 QO1330.The horizontal coordinates were scaled from a topographic map and have
 QO1330.an estimated accuracy of +/- 6 seconds.
 QO1330
 QO1330.The orthometric height was determined by differential leveling
 QO1330.and adjusted by the National Geodetic Survey in June 1991..
 QO1330
 QO1330.The geoid height was determined by GEOID03.
 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     -   342,150.      836,790.      MT  (+/- 180 meters Scaled)
 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: 15TVL582028(NAD 83)
 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: MNDT  
 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 SUITABLE FOR
 QO1330+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 QO1330
 QO1330  HISTORY     - Date     Condition        Report By
 QO1330  HISTORY     - 1974     MONUMENTED       MNDT
 QO1330  HISTORY     - 1977     GOOD             MNDT
 QO1330  HISTORY     - 20030826 GOOD             MNDT
 QO1330  HISTORY     - 20051105 GOOD             USPSQD
 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 (2005)
 QO1330
 QO1330'RECOVERY NOTE BY US POWER SQUADRON 2005 (NDM)
 QO1330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1329 ***********************************************************************
 QO1329  DESIGNATION -  2780 T
 QO1329  PID         -  QO1329
 QO1329  STATE/COUNTY-  MN/HENNEPIN
 QO1329  USGS QUAD   -  ROGERS (1993)
 QO1329
 QO1329                         *CURRENT SURVEY CONTROL
 QO1329  ___________________________________________________________________
 QO1329* NAD 83(1996)-  45 11 03.15114(N)    093 32 12.46652(W)     ADJUSTED  
 QO1329* NAVD 88     -       292.861  (meters)     960.83   (feet)  ADJUSTED  
 QO1329  ___________________________________________________________________
 QO1329  X           -    -277,805.207 (meters)                     COMP
 QO1329  Y           -  -4,494,701.584 (meters)                     COMP
 QO1329  Z           -   4,501,988.724 (meters)                     COMP
 QO1329  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 QO1329  ELLIP HEIGHT-         264.86  (meters)          (01/02/04) GPS OBS
 QO1329  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 QO1329  DYNAMIC HT  -         292.833 (meters)     960.74  (feet)  COMP
 QO1329  MODELED GRAV-     980,514.2   (mgal)                       NAVD 88
 QO1329
 QO1329  HORZ ORDER  -  FIRST
 QO1329  VERT ORDER  -  SECOND    CLASS I
 QO1329  ELLP ORDER  -  THIRD     CLASS I
 QO1329
 QO1329.The horizontal coordinates were established by GPS observations
 QO1329.and adjusted by the MN DEPT OF TRANSP in January 2004..
 QO1329
 QO1329.The orthometric height was determined by differential leveling
 QO1329.and adjusted by the National Geodetic Survey in June 1991..
 QO1329
 QO1329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1329
 QO1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1329
 QO1329.The ellipsoidal height was determined by GPS observations
 QO1329.and is referenced to NAD 83.
 QO1329
 QO1329.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1329;SPC MN S     -   342,801.187   836,404.486   MT  0.99999307   +0 19 28.8
 QO1329;UTM  15      - 5,003,554.118   457,828.031   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  =   0.99958036
 QO1329
 QO1329:                Primary Azimuth Mark                     Grid Az
 QO1329:SPC MN S     -  2780 U                                   313 09 43.6
 QO1329:UTM  15      -  2780 U                                   313 52 03.3
 QO1329
 QO1329|---------------------------------------------------------------------|
 QO1329| PID    Reference Object                     Distance      Geod. Az  |
 QO1329|                                                           dddmmss.s |
 QO1329| QO1328 2780 U                              APPROX. 0.8 KM 3132912.4 |
 QO1329|---------------------------------------------------------------------|
 QO1329
 QO1329                          SUPERSEDED SURVEY CONTROL
 QO1329
 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_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: MNDT  
 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 - November 05, 2005
 QO1329
 QO1329  HISTORY     - Date     Condition        Report By
 QO1329  HISTORY     - 1974     MONUMENTED       MNDT
 QO1329  HISTORY     - 1977     GOOD             MNDT
 QO1329  HISTORY     - 20030827 GOOD             MNDT
 QO1329  HISTORY     - 20051105 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1328 ***********************************************************************
 QO1328  DESIGNATION -  2780 U
 QO1328  PID         -  QO1328
 QO1328  STATE/COUNTY-  MN/HENNEPIN
 QO1328  USGS QUAD   -  ROGERS (1993)
 QO1328
 QO1328                         *CURRENT SURVEY CONTROL
 QO1328  ___________________________________________________________________
 QO1328* NAD 83(1996)-  45 11 21.56590(N)    093 32 39.92280(W)     ADJUSTED  
 QO1328* NAVD 88     -       293.872  (meters)     964.15   (feet)  ADJUSTED  
 QO1328  ___________________________________________________________________
 QO1328  X           -    -278,378.612 (meters)                     COMP
 QO1328  Y           -  -4,494,262.738 (meters)                     COMP
 QO1328  Z           -   4,502,390.114 (meters)                     COMP
 QO1328  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 QO1328  ELLIP HEIGHT-         265.86  (meters)          (11/19/03) GPS OBS
 QO1328  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 QO1328  DYNAMIC HT  -         293.844 (meters)     964.05  (feet)  COMP
 QO1328  MODELED GRAV-     980,514.2   (mgal)                       NAVD 88
 QO1328
 QO1328  HORZ ORDER  -  FIRST
 QO1328  VERT ORDER  -  SECOND    CLASS I
 QO1328  ELLP ORDER  -  THIRD     CLASS II
 QO1328
 QO1328.The horizontal coordinates were established by GPS observations
 QO1328.and adjusted by the MN DEPT OF TRANSP in November 2003..
 QO1328
 QO1328.The orthometric height was determined by differential leveling
 QO1328.and adjusted by the National Geodetic Survey in June 1991..
 QO1328
 QO1328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1328
 QO1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1328
 QO1328.The ellipsoidal height was determined by GPS observations
 QO1328.and is referenced to NAD 83.
 QO1328
 QO1328.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1328;SPC MN S     -   343,366.287   835,801.917   MT  0.99999414   +0 19 09.6
 QO1328;UTM  15      - 5,004,126.382   457,232.687   MT  0.99962249   -0 23 10.5
 QO1328
 QO1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1328!SPC MN S     -   0.99995832  x   0.99999414  =   0.99995246
 QO1328!UTM  15      -   0.99995832  x   0.99962249  =   0.99958083
 QO1328
 QO1328:                Primary Azimuth Mark                     Grid Az
 QO1328:SPC MN S     -  2780 T                                   133 09 43.3
 QO1328:UTM  15      -  2780 T                                   133 52 03.4
 QO1328
 QO1328|---------------------------------------------------------------------|
 QO1328| PID    Reference Object                     Distance      Geod. Az  |
 QO1328|                                                           dddmmss.s |
 QO1328| QO1329 2780 T                              APPROX. 0.8 KM 1332852.9 |
 QO1328|---------------------------------------------------------------------|
 QO1328
 QO1328                          SUPERSEDED SURVEY CONTROL
 QO1328
 QO1328  NAVD 88 (11/19/03)  293.87   (m)          964.1    (f) LEVELING    3  
 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: 15TVL5723304126(NAD 83)
 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: FLUSH
 QO1328_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - April 01, 2003
 QO1328
 QO1328  HISTORY     - Date     Condition        Report By
 QO1328  HISTORY     - 1974     MONUMENTED       MNHD
 QO1328  HISTORY     - 1977     GOOD             MNDT
 QO1328  HISTORY     - 20030401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1283 ***********************************************************************
 QO1283  DESIGNATION -  2780 V
 QO1283  PID         -  QO1283
 QO1283  STATE/COUNTY-  MN/HENNEPIN
 QO1283  USGS QUAD   -  ROGERS (1993)
 QO1283
 QO1283                         *CURRENT SURVEY CONTROL
 QO1283  ___________________________________________________________________
 QO1283* NAD 83(1986)-  45 11 42.     (N)    093 33 07.     (W)     SCALED    
 QO1283* NAVD 88     -       298.945  (meters)     980.79   (feet)  ADJUSTED  
 QO1283  ___________________________________________________________________
 QO1283  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 QO1283  DYNAMIC HT  -         298.916 (meters)     980.69  (feet)  COMP
 QO1283  MODELED GRAV-     980,514.5   (mgal)                       NAVD 88
 QO1283
 QO1283  VERT ORDER  -  SECOND    CLASS I
 QO1283
 QO1283.The horizontal coordinates were scaled from a topographic map and have
 QO1283.an estimated accuracy of +/- 6 seconds.
 QO1283
 QO1283.The orthometric height was determined by differential leveling
 QO1283.and adjusted by the National Geodetic Survey in June 1991..
 QO1283
 QO1283.The geoid height was determined by GEOID03.
 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     -   343,990.      835,210.      MT  (+/- 180 meters Scaled)
 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: 15TVL566047(NAD 83)
 QO1283_MARKER: DD = SURVEY DISK
 QO1283_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1283_SP_SET: ABUTMENT
 QO1283_STAMPING: 2780 V 1974
 QO1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1283
 QO1283  HISTORY     - Date     Condition        Report By
 QO1283  HISTORY     - 1974     MONUMENTED       MNDT
 QO1283  HISTORY     - 1977     GOOD             MNDT
 QO1283  HISTORY     - 1978     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1327 ***********************************************************************
 QO1327  DESIGNATION -  2780 W
 QO1327  PID         -  QO1327
 QO1327  STATE/COUNTY-  MN/HENNEPIN
 QO1327  USGS QUAD   -  ROGERS (1993)
 QO1327
 QO1327                         *CURRENT SURVEY CONTROL
 QO1327  ___________________________________________________________________
 QO1327* NAD 83(1986)-  45 12 00.     (N)    093 34 01.     (W)     SCALED    
 QO1327* NAVD 88     -       275.761  (meters)     904.73   (feet)  ADJUSTED  
 QO1327  ___________________________________________________________________
 QO1327  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 QO1327  DYNAMIC HT  -         275.735 (meters)     904.64  (feet)  COMP
 QO1327  MODELED GRAV-     980,515.3   (mgal)                       NAVD 88
 QO1327
 QO1327  VERT ORDER  -  SECOND    CLASS I
 QO1327
 QO1327.The horizontal coordinates were scaled from a topographic map and have
 QO1327.an estimated accuracy of +/- 6 seconds.
 QO1327
 QO1327.The orthometric height was determined by differential leveling
 QO1327.and adjusted by the National Geodetic Survey in June 1991..
 QO1327
 QO1327.The geoid height was determined by GEOID03.
 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     -   344,540.      834,030.      MT  (+/- 180 meters Scaled)
 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: 15TVL554053(NAD 83)
 QO1327_MARKER: DB = BENCH MARK DISK
 QO1327_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO1327_SP_SET: CULVERT
 QO1327_STAMPING: 2780 W 1974
 QO1327_MARK LOGO: MNHD  
 QO1327_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1327+STABILITY: SURFACE MOTION
 QO1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1327+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 QO1327
 QO1327  HISTORY     - Date     Condition        Report By
 QO1327  HISTORY     - 1974     MONUMENTED       MNHD
 QO1327  HISTORY     - 1977     GOOD             MNDT
 QO1327  HISTORY     - 20030401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1326 ***********************************************************************
 QO1326  DESIGNATION -  2780 X
 QO1326  PID         -  QO1326
 QO1326  STATE/COUNTY-  MN/HENNEPIN
 QO1326  USGS QUAD   -  ROGERS (1993)
 QO1326
 QO1326                         *CURRENT SURVEY CONTROL
 QO1326  ___________________________________________________________________
 QO1326* NAD 83(1986)-  45 12 18.     (N)    093 34 37.     (W)     SCALED    
 QO1326* NAVD 88     -       269.830  (meters)     885.27   (feet)  ADJUSTED  
 QO1326  ___________________________________________________________________
 QO1326  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 QO1326  DYNAMIC HT  -         269.804 (meters)     885.18  (feet)  COMP
 QO1326  MODELED GRAV-     980,516.2   (mgal)                       NAVD 88
 QO1326
 QO1326  VERT ORDER  -  SECOND    CLASS I
 QO1326
 QO1326.The horizontal coordinates were scaled from a topographic map and have
 QO1326.an estimated accuracy of +/- 6 seconds.
 QO1326
 QO1326.The orthometric height was determined by differential leveling
 QO1326.and adjusted by the National Geodetic Survey in June 1991..
 QO1326
 QO1326.The geoid height was determined by GEOID03.
 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     -   345,100.      833,240.      MT  (+/- 180 meters Scaled)
 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: 15TVL546058(NAD 83)
 QO1326_MARKER: DB = BENCH MARK DISK
 QO1326_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO1326_SP_SET: CULVERT
 QO1326_STAMPING: 2780 X 1977
 QO1326_MARK LOGO: MNHD  
 QO1326_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - April 01, 2003
 QO1326
 QO1326  HISTORY     - Date     Condition        Report By
 QO1326  HISTORY     - 1977     MONUMENTED       MNHD
 QO1326  HISTORY     - 20030401 GOOD             MNDT
 QO1326
 QO1326                          STATION DESCRIPTION
 QO1326
 QO1326'DESCRIBED BY MN HIGHWAY DEPT 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1325 ***********************************************************************
 QO1325  DESIGNATION -  2780 Y
 QO1325  PID         -  QO1325
 QO1325  STATE/COUNTY-  MN/HENNEPIN
 QO1325  USGS QUAD   -  ROGERS (1993)
 QO1325
 QO1325                         *CURRENT SURVEY CONTROL
 QO1325  ___________________________________________________________________
 QO1325* NAD 83(1986)-  45 12 36.     (N)    093 34 55.     (W)     SCALED    
 QO1325* NAVD 88     -       274.678  (meters)     901.17   (feet)  ADJUSTED  
 QO1325  ___________________________________________________________________
 QO1325  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 QO1325  DYNAMIC HT  -         274.652 (meters)     901.09  (feet)  COMP
 QO1325  MODELED GRAV-     980,517.0   (mgal)                       NAVD 88
 QO1325
 QO1325  VERT ORDER  -  SECOND    CLASS I
 QO1325
 QO1325.The horizontal coordinates were scaled from a topographic map and have
 QO1325.an estimated accuracy of +/- 6 seconds.
 QO1325
 QO1325.The orthometric height was determined by differential leveling
 QO1325.and adjusted by the National Geodetic Survey in June 1991..
 QO1325
 QO1325.The geoid height was determined by GEOID03.
 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     -   345,650.      832,840.      MT  (+/- 180 meters Scaled)
 QO1325
 QO1325                          SUPERSEDED SURVEY CONTROL
 QO1325
 QO1325  NGVD 29 (??/??/92)  274.565  (m)          900.80   (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: 15TVL543064(NAD 83)
 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: MNDT  
 QO1325_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1325+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 QO1325
 QO1325  HISTORY     - Date     Condition        Report By
 QO1325  HISTORY     - 1977     MONUMENTED       MNDT
 QO1325  HISTORY     - 20030401 GOOD             MNDT
 QO1325  HISTORY     - 20030827 GOOD             MNDT
 QO1325
 QO1325                          STATION DESCRIPTION
 QO1325
 QO1325'DESCRIBED BY MN DEPT OF TRANSP 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0544 ***********************************************************************
 QO0544  DESIGNATION -  2781 A
 QO0544  PID         -  QO0544
 QO0544  STATE/COUNTY-  MN/HENNEPIN
 QO0544  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0544
 QO0544                         *CURRENT SURVEY CONTROL
 QO0544  ___________________________________________________________________
 QO0544* NAD 83(1986)-  45 04 00.     (N)    093 17 10.     (W)     SCALED    
 QO0544* NAVD 88     -       256.600  (meters)     841.86   (feet)  ADJUSTED  
 QO0544  ___________________________________________________________________
 QO0544  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 QO0544  DYNAMIC HT  -         256.598 (meters)     841.86  (feet)  COMP
 QO0544  MODELED GRAV-     980,599.4   (mgal)                       NAVD 88
 QO0544
 QO0544  VERT ORDER  -  SECOND    CLASS 0
 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
 QO0544.and adjusted by the National Geodetic Survey in June 1991..
 QO0544
 QO0544.The geoid height was determined by GEOID03.
 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.      856,220.      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_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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1029 ***********************************************************************
 PP1029  DESIGNATION -  2781 AB
 PP1029  PID         -  PP1029
 PP1029  STATE/COUNTY-  MN/HENNEPIN
 PP1029  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1029
 PP1029                         *CURRENT SURVEY CONTROL
 PP1029  ___________________________________________________________________
 PP1029* NAD 83(1986)-  44 57 55.     (N)    093 15 53.     (W)     SCALED    
 PP1029* NAVD 88     -       259.943  (meters)     852.83   (feet)  ADJUSTED  
 PP1029  ___________________________________________________________________
 PP1029  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 PP1029  DYNAMIC HT  -         259.937 (meters)     852.81  (feet)  COMP
 PP1029  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 PP1029
 PP1029  VERT ORDER  -  SECOND    CLASS 0
 PP1029
 PP1029.The horizontal coordinates were scaled from a topographic map and have
 PP1029.an estimated accuracy of +/- 6 seconds.
 PP1029
 PP1029.The orthometric height was determined by differential leveling
 PP1029.and adjusted by the National Geodetic Survey in June 1991..
 PP1029
 PP1029.The geoid height was determined by GEOID03.
 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     -   318,630.      858,010.      MT  (+/- 180 meters Scaled)
 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: 15TVK791791(NAD 83)
 PP1029_MARKER: DD = SURVEY DISK
 PP1029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1029_SP_SET: BRIDGE
 PP1029_STAMPING: 2781 AB 1969
 PP1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1029
 PP1029  HISTORY     - Date     Condition        Report By
 PP1029  HISTORY     - 1969     MONUMENTED       MNDT
 PP1029  HISTORY     - 1970     GOOD             MNDT
 PP1029  HISTORY     - 1985     GOOD             USPSQD
 PP1029  HISTORY     - 1986     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1030 ***********************************************************************
 PP1030  DESIGNATION -  2781 AC
 PP1030  PID         -  PP1030
 PP1030  STATE/COUNTY-  MN/HENNEPIN
 PP1030  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1030
 PP1030                         *CURRENT SURVEY CONTROL
 PP1030  ___________________________________________________________________
 PP1030* NAD 83(1986)-  44 57 55.     (N)    093 15 44.     (W)     SCALED    
 PP1030* NAVD 88     -       260.001  (meters)     853.02   (feet)  ADJUSTED  
 PP1030  ___________________________________________________________________
 PP1030  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 PP1030  DYNAMIC HT  -         259.994 (meters)     853.00  (feet)  COMP
 PP1030  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 PP1030
 PP1030  VERT ORDER  -  SECOND    CLASS 0
 PP1030
 PP1030.The horizontal coordinates were scaled from a topographic map and have
 PP1030.an estimated accuracy of +/- 6 seconds.
 PP1030
 PP1030.The orthometric height was determined by differential leveling
 PP1030.and adjusted by the National Geodetic Survey in June 1991..
 PP1030
 PP1030.The geoid height was determined by GEOID03.
 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     -   318,630.      858,200.      MT  (+/- 180 meters Scaled)
 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: 15TVK793791(NAD 83)
 PP1030_MARKER: DD = SURVEY DISK
 PP1030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1030_SP_SET: BRIDGE
 PP1030_STAMPING: 2781AC
 PP1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1030
 PP1030  HISTORY     - Date     Condition        Report By
 PP1030  HISTORY     - UNK      MONUMENTED       MNDT
 PP1030  HISTORY     - 1969     GOOD             MNDT
 PP1030  HISTORY     - 1985     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1031 ***********************************************************************
 PP1031  DESIGNATION -  2781 AD 1
 PP1031  PID         -  PP1031
 PP1031  STATE/COUNTY-  MN/HENNEPIN
 PP1031  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1031
 PP1031                         *CURRENT SURVEY CONTROL
 PP1031  ___________________________________________________________________
 PP1031* NAD 83(1986)-  44 57 54.     (N)    093 15 30.     (W)     SCALED    
 PP1031* NAVD 88     -       259.003  (meters)     849.75   (feet)  ADJUSTED  
 PP1031  ___________________________________________________________________
 PP1031  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 PP1031  DYNAMIC HT  -         258.997 (meters)     849.73  (feet)  COMP
 PP1031  MODELED GRAV-     980,583.4   (mgal)                       NAVD 88
 PP1031
 PP1031  VERT ORDER  -  SECOND    CLASS 0
 PP1031
 PP1031.The horizontal coordinates were scaled from a topographic map and have
 PP1031.an estimated accuracy of +/- 6 seconds.
 PP1031
 PP1031.The orthometric height was determined by differential leveling
 PP1031.and adjusted by the National Geodetic Survey in June 1991..
 PP1031
 PP1031.The geoid height was determined by GEOID03.
 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     -   318,600.      858,510.      MT  (+/- 180 meters Scaled)
 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: 15TVK796790(NAD 83)
 PP1031_MARKER: DD = SURVEY DISK
 PP1031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1031_SP_SET: BRIDGE
 PP1031_STAMPING: 2781AD1
 PP1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1031
 PP1031  HISTORY     - Date     Condition        Report By
 PP1031  HISTORY     - UNK      MONUMENTED       MNDT
 PP1031  HISTORY     - 1969     GOOD             MNDT
 PP1031  HISTORY     - 1985     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1032 ***********************************************************************
 PP1032  DESIGNATION -  2781 AD 2
 PP1032  PID         -  PP1032
 PP1032  STATE/COUNTY-  MN/HENNEPIN
 PP1032  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1032
 PP1032                         *CURRENT SURVEY CONTROL
 PP1032  ___________________________________________________________________
 PP1032* NAD 83(1986)-  44 58 00.     (N)    093 15 31.     (W)     SCALED    
 PP1032* NAVD 88     -       258.518  (meters)     848.15   (feet)  ADJUSTED  
 PP1032  ___________________________________________________________________
 PP1032  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 PP1032  DYNAMIC HT  -         258.511 (meters)     848.13  (feet)  COMP
 PP1032  MODELED GRAV-     980,583.5   (mgal)                       NAVD 88
 PP1032
 PP1032  VERT ORDER  -  SECOND    CLASS 0
 PP1032
 PP1032.The horizontal coordinates were scaled from a topographic map and have
 PP1032.an estimated accuracy of +/- 6 seconds.
 PP1032
 PP1032.The orthometric height was determined by differential leveling
 PP1032.and adjusted by the National Geodetic Survey in June 1991..
 PP1032
 PP1032.The geoid height was determined by GEOID03.
 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     -   318,790.      858,490.      MT  (+/- 180 meters Scaled)
 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: 15TVK796792(NAD 83)
 PP1032_MARKER: DD = SURVEY DISK
 PP1032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1032_SP_SET: BRIDGE
 PP1032_STAMPING: 2781AD2
 PP1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1032
 PP1032  HISTORY     - Date     Condition        Report By
 PP1032  HISTORY     - UNK      MONUMENTED       MNDT
 PP1032  HISTORY     - 1969     GOOD             MNDT
 PP1032  HISTORY     - 1985     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1035 ***********************************************************************
 PP1035  DESIGNATION -  2781 AE 1
 PP1035  PID         -  PP1035
 PP1035  STATE/COUNTY-  MN/HENNEPIN
 PP1035  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1035
 PP1035                         *CURRENT SURVEY CONTROL
 PP1035  ___________________________________________________________________
 PP1035* NAD 83(1986)-  44 58 04.     (N)    093 15 09.     (W)     SCALED    
 PP1035* NAVD 88     -       255.638  (meters)     838.71   (feet)  ADJUSTED  
 PP1035  ___________________________________________________________________
 PP1035  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP1035  DYNAMIC HT  -         255.631 (meters)     838.68  (feet)  COMP
 PP1035  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 PP1035
 PP1035  VERT ORDER  -  SECOND    CLASS 0
 PP1035
 PP1035.The horizontal coordinates were scaled from a topographic map and have
 PP1035.an estimated accuracy of +/- 6 seconds.
 PP1035
 PP1035.The orthometric height was determined by differential leveling
 PP1035.and adjusted by the National Geodetic Survey in June 1991..
 PP1035
 PP1035.The geoid height was determined by GEOID03.
 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     -   318,920.      858,970.      MT  (+/- 180 meters Scaled)
 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: 15TVK800794(NAD 83)
 PP1035_MARKER: DD = SURVEY DISK
 PP1035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1035_SP_SET: BRIDGE
 PP1035_STAMPING: 2781AE1
 PP1035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1035
 PP1035  HISTORY     - Date     Condition        Report By
 PP1035  HISTORY     - UNK      MONUMENTED       MNDT
 PP1035  HISTORY     - 1969     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1037 ***********************************************************************
 PP1037  DESIGNATION -  2781 AE 10
 PP1037  PID         -  PP1037
 PP1037  STATE/COUNTY-  MN/HENNEPIN
 PP1037  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1037
 PP1037                         *CURRENT SURVEY CONTROL
 PP1037  ___________________________________________________________________
 PP1037* NAD 83(1986)-  44 58 07.     (N)    093 15 14.     (W)     SCALED    
 PP1037* NAVD 88     -       252.997  (meters)     830.04   (feet)  ADJUSTED  
 PP1037  ___________________________________________________________________
 PP1037  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP1037  DYNAMIC HT  -         252.990 (meters)     830.02  (feet)  COMP
 PP1037  MODELED GRAV-     980,583.5   (mgal)                       NAVD 88
 PP1037
 PP1037  VERT ORDER  -  SECOND    CLASS 0
 PP1037
 PP1037.The horizontal coordinates were scaled from a topographic map and have
 PP1037.an estimated accuracy of +/- 6 seconds.
 PP1037
 PP1037.The orthometric height was determined by differential leveling
 PP1037.and adjusted by the National Geodetic Survey in June 1991..
 PP1037
 PP1037.The geoid height was determined by GEOID03.
 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     -   319,010.      858,860.      MT  (+/- 180 meters Scaled)
 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: 15TVK799794(NAD 83)
 PP1037_MARKER: DD = SURVEY DISK
 PP1037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1037_SP_SET: BRIDGE
 PP1037_STAMPING: 2781AE10
 PP1037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1037
 PP1037  HISTORY     - Date     Condition        Report By
 PP1037  HISTORY     - UNK      MONUMENTED       MNDT
 PP1037  HISTORY     - 1969     GOOD             MNDT
 PP1037  HISTORY     - 19861001 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1039 ***********************************************************************
 PP1039  DESIGNATION -  2781 AE 11
 PP1039  PID         -  PP1039
 PP1039  STATE/COUNTY-  MN/HENNEPIN
 PP1039  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1039
 PP1039                         *CURRENT SURVEY CONTROL
 PP1039  ___________________________________________________________________
 PP1039* NAD 83(1986)-  44 58 12.     (N)    093 15 11.     (W)     SCALED    
 PP1039* NAVD 88     -       251.284  (meters)     824.42   (feet)  ADJUSTED  
 PP1039  ___________________________________________________________________
 PP1039  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP1039  DYNAMIC HT  -         251.278 (meters)     824.40  (feet)  COMP
 PP1039  MODELED GRAV-     980,583.5   (mgal)                       NAVD 88
 PP1039
 PP1039  VERT ORDER  -  SECOND    CLASS 0
 PP1039
 PP1039.The horizontal coordinates were scaled from a topographic map and have
 PP1039.an estimated accuracy of +/- 6 seconds.
 PP1039
 PP1039.The orthometric height was determined by differential leveling
 PP1039.and adjusted by the National Geodetic Survey in June 1991..
 PP1039
 PP1039.The geoid height was determined by GEOID03.
 PP1039
 PP1039.The dynamic height is computed by dividing the NAVD 88
 PP1039.geopotential number by the normal gravity value computed on the
 PP1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1039.degrees latitude (g = 980.6199 gals.).
 PP1039
 PP1039.The modeled gravity was interpolated from observed gravity values.
 PP1039
 PP1039;                    North         East    Units  Estimated Accuracy
 PP1039;SPC MN S     -   319,160.      858,920.      MT  (+/- 180 meters Scaled)
 PP1039
 PP1039                          SUPERSEDED SURVEY CONTROL
 PP1039
 PP1039  NGVD 29 (??/??/92)  251.228  (m)          824.24   (f) ADJ UNCH    2 0
 PP1039
 PP1039.Superseded values are not recommended for survey control.
 PP1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1039.See file dsdata.txt to determine how the superseded data were derived.
 PP1039
 PP1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK800796(NAD 83)
 PP1039_MARKER: DD = SURVEY DISK
 PP1039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1039_SP_SET: BRIDGE
 PP1039_STAMPING: 2781-AE 11 1969
 PP1039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1039
 PP1039  HISTORY     - Date     Condition        Report By
 PP1039  HISTORY     - 1969     MONUMENTED       MNDT
 PP1039  HISTORY     - 1972     GOOD             MNDT
 PP1039
 PP1039                          STATION DESCRIPTION
 PP1039
 PP1039'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1039'IN MINNEAPOLIS.
 PP1039'IN MINNEAPOLIS, AT THE HIAWATHA INTERCHANGE, ABOUT 1 MILE SOUTHWEST OF
 PP1039'THE FAI-35W CROSSING OF THE MISSISSIPPI RIVER, 300 FEET EAST OF
 PP1039'THIRTEENTH AVENUE SOUTH, IN THE SOUTHWEST CORNER OF BRIDGE NO. 27876,
 PP1039'SIXTH STREET SOUTH OVER FAI 35-W.  SE 1/4, SEC 26, T 29, R 24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1038 ***********************************************************************
 PP1038  DESIGNATION -  2781 AE 12
 PP1038  PID         -  PP1038
 PP1038  STATE/COUNTY-  MN/HENNEPIN
 PP1038  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1038
 PP1038                         *CURRENT SURVEY CONTROL
 PP1038  ___________________________________________________________________
 PP1038* NAD 83(1986)-  44 58 09.     (N)    093 15 16.     (W)     SCALED    
 PP1038* NAVD 88     -       256.395  (meters)     841.19   (feet)  ADJUSTED  
 PP1038  ___________________________________________________________________
 PP1038  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP1038  DYNAMIC HT  -         256.388 (meters)     841.17  (feet)  COMP
 PP1038  MODELED GRAV-     980,583.5   (mgal)                       NAVD 88
 PP1038
 PP1038  VERT ORDER  -  SECOND    CLASS 0
 PP1038
 PP1038.The horizontal coordinates were scaled from a topographic map and have
 PP1038.an estimated accuracy of +/- 6 seconds.
 PP1038
 PP1038.The orthometric height was determined by differential leveling
 PP1038.and adjusted by the National Geodetic Survey in June 1991..
 PP1038
 PP1038.The geoid height was determined by GEOID03.
 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     -   319,070.      858,810.      MT  (+/- 180 meters Scaled)
 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: 15TVK799795(NAD 83)
 PP1038_MARKER: DD = SURVEY DISK
 PP1038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1038_SP_SET: BRIDGE
 PP1038_STAMPING: 2781-AE 12 1969
 PP1038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1038
 PP1038  HISTORY     - Date     Condition        Report By
 PP1038  HISTORY     - 1969     MONUMENTED       MNDT
 PP1038  HISTORY     - 1972     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1033 ***********************************************************************
 PP1033  DESIGNATION -  2781 AE 2
 PP1033  PID         -  PP1033
 PP1033  STATE/COUNTY-  MN/HENNEPIN
 PP1033  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1033
 PP1033                         *CURRENT SURVEY CONTROL
 PP1033  ___________________________________________________________________
 PP1033* NAD 83(1986)-  44 58 00.     (N)    093 15 14.     (W)     SCALED    
 PP1033* NAVD 88     -       258.586  (meters)     848.38   (feet)  ADJUSTED  
 PP1033  ___________________________________________________________________
 PP1033  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP1033  DYNAMIC HT  -         258.579 (meters)     848.35  (feet)  COMP
 PP1033  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 PP1033
 PP1033  VERT ORDER  -  SECOND    CLASS 0
 PP1033
 PP1033.The horizontal coordinates were scaled from a topographic map and have
 PP1033.an estimated accuracy of +/- 6 seconds.
 PP1033
 PP1033.The orthometric height was determined by differential leveling
 PP1033.and adjusted by the National Geodetic Survey in June 1991..
 PP1033
 PP1033.The geoid height was determined by GEOID03.
 PP1033
 PP1033.The dynamic height is computed by dividing the NAVD 88
 PP1033.geopotential number by the normal gravity value computed on the
 PP1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1033.degrees latitude (g = 980.6199 gals.).
 PP1033
 PP1033.The modeled gravity was interpolated from observed gravity values.
 PP1033
 PP1033;                    North         East    Units  Estimated Accuracy
 PP1033;SPC MN S     -   318,790.      858,860.      MT  (+/- 180 meters Scaled)
 PP1033
 PP1033                          SUPERSEDED SURVEY CONTROL
 PP1033
 PP1033  NGVD 29 (??/??/92)  258.529  (m)          848.19   (f) ADJ UNCH    2 0
 PP1033
 PP1033.Superseded values are not recommended for survey control.
 PP1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1033.See file dsdata.txt to determine how the superseded data were derived.
 PP1033
 PP1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK799792(NAD 83)
 PP1033_MARKER: DD = SURVEY DISK
 PP1033_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1033_SP_SET: BRIDGE
 PP1033_STAMPING: 2781AE2
 PP1033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1033
 PP1033  HISTORY     - Date     Condition        Report By
 PP1033  HISTORY     - UNK      MONUMENTED       MNDT
 PP1033  HISTORY     - 1969     GOOD             MNDT
 PP1033
 PP1033                          STATION DESCRIPTION
 PP1033
 PP1033'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1033'IN MINNEAPOLIS.
 PP1033'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27848 WESTBOUND
 PP1033'I.R. 94 OVER I.R. 35W (HIAWATHA INTERCHANGE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1042 ***********************************************************************
 PP1042  DESIGNATION -  2781 AE 3
 PP1042  PID         -  PP1042
 PP1042  STATE/COUNTY-  MN/HENNEPIN
 PP1042  USGS QUAD   -  ST PAUL WEST (1993)
 PP1042
 PP1042                         *CURRENT SURVEY CONTROL
 PP1042  ___________________________________________________________________
 PP1042* NAD 83(1986)-  44 58 02.     (N)    093 14 56.     (W)     SCALED    
 PP1042* NAVD 88     -       264.726  (meters)     868.52   (feet)  ADJUSTED  
 PP1042  ___________________________________________________________________
 PP1042  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP1042  DYNAMIC HT  -         264.720 (meters)     868.50  (feet)  COMP
 PP1042  MODELED GRAV-     980,583.1   (mgal)                       NAVD 88
 PP1042
 PP1042  VERT ORDER  -  SECOND    CLASS 0
 PP1042
 PP1042.The horizontal coordinates were scaled from a topographic map and have
 PP1042.an estimated accuracy of +/- 6 seconds.
 PP1042
 PP1042.The orthometric height was determined by differential leveling
 PP1042.and adjusted by the National Geodetic Survey in June 1991..
 PP1042
 PP1042.The geoid height was determined by GEOID03.
 PP1042
 PP1042.The dynamic height is computed by dividing the NAVD 88
 PP1042.geopotential number by the normal gravity value computed on the
 PP1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1042.degrees latitude (g = 980.6199 gals.).
 PP1042
 PP1042.The modeled gravity was interpolated from observed gravity values.
 PP1042
 PP1042;                    North         East    Units  Estimated Accuracy
 PP1042;SPC MN S     -   318,860.      859,250.      MT  (+/- 180 meters Scaled)
 PP1042
 PP1042                          SUPERSEDED SURVEY CONTROL
 PP1042
 PP1042  NGVD 29 (??/??/92)  264.670  (m)          868.34   (f) ADJ UNCH    2 0
 PP1042
 PP1042.Superseded values are not recommended for survey control.
 PP1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1042.See file dsdata.txt to determine how the superseded data were derived.
 PP1042
 PP1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK803793(NAD 83)
 PP1042_MARKER: DD = SURVEY DISK
 PP1042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1042_SP_SET: BRIDGE
 PP1042_STAMPING: 2781AE3
 PP1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1042
 PP1042  HISTORY     - Date     Condition        Report By
 PP1042  HISTORY     - UNK      MONUMENTED       MNDT
 PP1042  HISTORY     - 1969     GOOD             MNDT
 PP1042
 PP1042                          STATION DESCRIPTION
 PP1042
 PP1042'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1042'IN MINNEAPOLIS.
 PP1042'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27862 5TH STREET
 PP1042'ENTRANCE TO I.R. 94 EASTBOUND OVER RAILROAD TRACKS.  1 BLOCK WEST OF
 PP1042'CEDAR AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1041 ***********************************************************************
 PP1041  DESIGNATION -  2781 AE 4
 PP1041  PID         -  PP1041
 PP1041  STATE/COUNTY-  MN/HENNEPIN
 PP1041  USGS QUAD   -  ST PAUL WEST (1993)
 PP1041
 PP1041                         *CURRENT SURVEY CONTROL
 PP1041  ___________________________________________________________________
 PP1041* NAD 83(1986)-  44 58 01.     (N)    093 14 56.     (W)     SCALED    
 PP1041* NAVD 88     -       263.729  (meters)     865.25   (feet)  ADJUSTED  
 PP1041  ___________________________________________________________________
 PP1041  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP1041  DYNAMIC HT  -         263.722 (meters)     865.23  (feet)  COMP
 PP1041  MODELED GRAV-     980,583.1   (mgal)                       NAVD 88
 PP1041
 PP1041  VERT ORDER  -  SECOND    CLASS 0
 PP1041
 PP1041.The horizontal coordinates were scaled from a topographic map and have
 PP1041.an estimated accuracy of +/- 6 seconds.
 PP1041
 PP1041.The orthometric height was determined by differential leveling
 PP1041.and adjusted by the National Geodetic Survey in June 1991..
 PP1041
 PP1041.The geoid height was determined by GEOID03.
 PP1041
 PP1041.The dynamic height is computed by dividing the NAVD 88
 PP1041.geopotential number by the normal gravity value computed on the
 PP1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1041.degrees latitude (g = 980.6199 gals.).
 PP1041
 PP1041.The modeled gravity was interpolated from observed gravity values.
 PP1041
 PP1041;                    North         East    Units  Estimated Accuracy
 PP1041;SPC MN S     -   318,830.      859,250.      MT  (+/- 180 meters Scaled)
 PP1041
 PP1041                          SUPERSEDED SURVEY CONTROL
 PP1041
 PP1041  NGVD 29 (??/??/92)  263.673  (m)          865.07   (f) ADJ UNCH    2 0
 PP1041
 PP1041.Superseded values are not recommended for survey control.
 PP1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1041.See file dsdata.txt to determine how the superseded data were derived.
 PP1041
 PP1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK803793(NAD 83)
 PP1041_MARKER: DD = SURVEY DISK
 PP1041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1041_SP_SET: BRIDGE
 PP1041_STAMPING: 2781AE4
 PP1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1041
 PP1041  HISTORY     - Date     Condition        Report By
 PP1041  HISTORY     - UNK      MONUMENTED       MNDT
 PP1041  HISTORY     - 1969     GOOD             MNDT
 PP1041
 PP1041                          STATION DESCRIPTION
 PP1041
 PP1041'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1041'IN MINNEAPOLIS.
 PP1041'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27859 I.R. 94 OVER
 PP1041'RAILROAD TRACKS (HIAWATHA INTERCHANGE) 1 BLOCK WEST OF CEDAR AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1040 ***********************************************************************
 PP1040  DESIGNATION -  2781 AE 5
 PP1040  PID         -  PP1040
 PP1040  STATE/COUNTY-  MN/HENNEPIN
 PP1040  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1040
 PP1040                         *CURRENT SURVEY CONTROL
 PP1040  ___________________________________________________________________
 PP1040* NAD 83(1986)-  44 58 00.     (N)    093 15 03.     (W)     SCALED    
 PP1040* NAVD 88     -       263.933  (meters)     865.92   (feet)  ADJUSTED  
 PP1040  ___________________________________________________________________
 PP1040  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP1040  DYNAMIC HT  -         263.926 (meters)     865.90  (feet)  COMP
 PP1040  MODELED GRAV-     980,583.2   (mgal)                       NAVD 88
 PP1040
 PP1040  VERT ORDER  -  SECOND    CLASS 0
 PP1040
 PP1040.The horizontal coordinates were scaled from a topographic map and have
 PP1040.an estimated accuracy of +/- 6 seconds.
 PP1040
 PP1040.The orthometric height was determined by differential leveling
 PP1040.and adjusted by the National Geodetic Survey in June 1991..
 PP1040
 PP1040.The geoid height was determined by GEOID03.
 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     -   318,790.      859,100.      MT  (+/- 180 meters Scaled)
 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: 15TVK802792(NAD 83)
 PP1040_MARKER: DD = SURVEY DISK
 PP1040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1040_SP_SET: BRIDGE
 PP1040_STAMPING: 2781AE5
 PP1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1040
 PP1040  HISTORY     - Date     Condition        Report By
 PP1040  HISTORY     - UNK      MONUMENTED       MNDT
 PP1040  HISTORY     - 1969     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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1045 ***********************************************************************
 PP1045  DESIGNATION -  2781 AE 6
 PP1045  PID         -  PP1045
 PP1045  STATE/COUNTY-  MN/HENNEPIN
 PP1045  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1045
 PP1045                         *CURRENT SURVEY CONTROL
 PP1045  ___________________________________________________________________
 PP1045* NAD 83(1986)-  44 57 57.     (N)    093 15 03.     (W)     SCALED    
 PP1045* NAVD 88     -       266.406  (meters)     874.03   (feet)  ADJUSTED  
 PP1045  ___________________________________________________________________
 PP1045  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP1045  DYNAMIC HT  -         266.399 (meters)     874.01  (feet)  COMP
 PP1045  MODELED GRAV-     980,583.1   (mgal)                       NAVD 88
 PP1045
 PP1045  VERT ORDER  -  SECOND    CLASS 0
 PP1045
 PP1045.The horizontal coordinates were scaled from a topographic map and have
 PP1045.an estimated accuracy of +/- 6 seconds.
 PP1045
 PP1045.The orthometric height was determined by differential leveling
 PP1045.and adjusted by the National Geodetic Survey in June 1991..
 PP1045
 PP1045.The geoid height was determined by GEOID03.
 PP1045
 PP1045.The dynamic height is computed by dividing the NAVD 88
 PP1045.geopotential number by the normal gravity value computed on the
 PP1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1045.degrees latitude (g = 980.6199 gals.).
 PP1045
 PP1045.The modeled gravity was interpolated from observed gravity values.
 PP1045
 PP1045;                    North         East    Units  Estimated Accuracy
 PP1045;SPC MN S     -   318,700.      859,100.      MT  (+/- 180 meters Scaled)
 PP1045
 PP1045                          SUPERSEDED SURVEY CONTROL
 PP1045
 PP1045  NGVD 29 (??/??/92)  266.348  (m)          873.84   (f) ADJ UNCH    2 0
 PP1045
 PP1045.Superseded values are not recommended for survey control.
 PP1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1045.See file dsdata.txt to determine how the superseded data were derived.
 PP1045
 PP1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK802791(NAD 83)
 PP1045_MARKER: DD = SURVEY DISK
 PP1045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1045_SP_SET: BRIDGE
 PP1045_STAMPING: 2781AE6
 PP1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1045
 PP1045  HISTORY     - Date     Condition        Report By
 PP1045  HISTORY     - UNK      MONUMENTED       MNDT
 PP1045  HISTORY     - 1969     GOOD             MNDT
 PP1045
 PP1045                          STATION DESCRIPTION
 PP1045
 PP1045'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1045'IN MINNEAPOLIS.
 PP1045'STANDARD DISK IN CURB, SOUTHEAST CORNER OF BRIDGE NO. 27855 I.R. 94
 PP1045'OVER T.H. 55 (HIAWATHA INTERCHANGE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1034 ***********************************************************************
 PP1034  DESIGNATION -  2781 AE 7
 PP1034  PID         -  PP1034
 PP1034  STATE/COUNTY-  MN/HENNEPIN
 PP1034  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1034
 PP1034                         *CURRENT SURVEY CONTROL
 PP1034  ___________________________________________________________________
 PP1034* NAD 83(1986)-  44 57 59.     (N)    093 15 10.     (W)     SCALED    
 PP1034* NAVD 88     -       260.646  (meters)     855.14   (feet)  ADJUSTED  
 PP1034  ___________________________________________________________________
 PP1034  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP1034  DYNAMIC HT  -         260.640 (meters)     855.12  (feet)  COMP
 PP1034  MODELED GRAV-     980,583.2   (mgal)                       NAVD 88
 PP1034
 PP1034  VERT ORDER  -  SECOND    CLASS 0
 PP1034
 PP1034.The horizontal coordinates were scaled from a topographic map and have
 PP1034.an estimated accuracy of +/- 6 seconds.
 PP1034
 PP1034.The orthometric height was determined by differential leveling
 PP1034.and adjusted by the National Geodetic Survey in June 1991..
 PP1034
 PP1034.The geoid height was determined by GEOID03.
 PP1034
 PP1034.The dynamic height is computed by dividing the NAVD 88
 PP1034.geopotential number by the normal gravity value computed on the
 PP1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1034.degrees latitude (g = 980.6199 gals.).
 PP1034
 PP1034.The modeled gravity was interpolated from observed gravity values.
 PP1034
 PP1034;                    North         East    Units  Estimated Accuracy
 PP1034;SPC MN S     -   318,760.      858,950.      MT  (+/- 180 meters Scaled)
 PP1034
 PP1034                          SUPERSEDED SURVEY CONTROL
 PP1034
 PP1034  NGVD 29 (??/??/92)  260.590  (m)          854.95   (f) ADJ UNCH    2 0
 PP1034
 PP1034.Superseded values are not recommended for survey control.
 PP1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1034.See file dsdata.txt to determine how the superseded data were derived.
 PP1034
 PP1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK800792(NAD 83)
 PP1034_MARKER: DD = SURVEY DISK
 PP1034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1034_SP_SET: BRIDGE
 PP1034_STAMPING: 2781AE7
 PP1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1034
 PP1034  HISTORY     - Date     Condition        Report By
 PP1034  HISTORY     - UNK      MONUMENTED       MNDT
 PP1034  HISTORY     - 1969     GOOD             MNDT
 PP1034
 PP1034                          STATION DESCRIPTION
 PP1034
 PP1034'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1034'IN MINNEAPOLIS.
 PP1034'STANDARD DISK IN THE NORTHWEST CORNER OF BRIDGE NO. 27855 BEHING
 PP1034'RAILING I.R. 94 OVER T.H. 55 (HIAWATHA INTERCHANGE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1043 ***********************************************************************
 PP1043  DESIGNATION -  2781 AE 8
 PP1043  PID         -  PP1043
 PP1043  STATE/COUNTY-  MN/HENNEPIN
 PP1043  USGS QUAD   -  ST PAUL WEST (1993)
 PP1043
 PP1043                         *CURRENT SURVEY CONTROL
 PP1043  ___________________________________________________________________
 PP1043* NAD 83(1986)-  44 57 51.     (N)    093 14 59.     (W)     SCALED    
 PP1043* NAVD 88     -       262.293  (meters)     860.54   (feet)  ADJUSTED  
 PP1043  ___________________________________________________________________
 PP1043  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP1043  DYNAMIC HT  -         262.286 (meters)     860.52  (feet)  COMP
 PP1043  MODELED GRAV-     980,582.9   (mgal)                       NAVD 88
 PP1043
 PP1043  VERT ORDER  -  SECOND    CLASS 0
 PP1043
 PP1043.The horizontal coordinates were scaled from a topographic map and have
 PP1043.an estimated accuracy of +/- 6 seconds.
 PP1043
 PP1043.The orthometric height was determined by differential leveling
 PP1043.and adjusted by the National Geodetic Survey in June 1991..
 PP1043
 PP1043.The geoid height was determined by GEOID03.
 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     -   318,520.      859,190.      MT  (+/- 180 meters Scaled)
 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: 15TVK803790(NAD 83)
 PP1043_MARKER: DD = SURVEY DISK
 PP1043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1043_SP_SET: TUNNEL
 PP1043_STAMPING: 2781AE8
 PP1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1043
 PP1043  HISTORY     - Date     Condition        Report By
 PP1043  HISTORY     - UNK      MONUMENTED       MNDT
 PP1043  HISTORY     - 1969     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1046 ***********************************************************************
 PP1046  DESIGNATION -  2781 AF
 PP1046  PID         -  PP1046
 PP1046  STATE/COUNTY-  MN/HENNEPIN
 PP1046  USGS QUAD   -  ST PAUL WEST (1993)
 PP1046
 PP1046                         *CURRENT SURVEY CONTROL
 PP1046  ___________________________________________________________________
 PP1046* NAD 83(1986)-  44 57 57.     (N)    093 14 49.     (W)     SCALED    
 PP1046* NAVD 88     -       258.876  (meters)     849.33   (feet)  ADJUSTED  
 PP1046  ___________________________________________________________________
 PP1046  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 PP1046  DYNAMIC HT  -         258.869 (meters)     849.31  (feet)  COMP
 PP1046  MODELED GRAV-     980,582.9   (mgal)                       NAVD 88
 PP1046
 PP1046  VERT ORDER  -  SECOND    CLASS 0
 PP1046
 PP1046.The horizontal coordinates were scaled from a topographic map and have
 PP1046.an estimated accuracy of +/- 6 seconds.
 PP1046
 PP1046.The orthometric height was determined by differential leveling
 PP1046.and adjusted by the National Geodetic Survey in June 1991..
 PP1046
 PP1046.The geoid height was determined by GEOID03.
 PP1046
 PP1046.The dynamic height is computed by dividing the NAVD 88
 PP1046.geopotential number by the normal gravity value computed on the
 PP1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1046.degrees latitude (g = 980.6199 gals.).
 PP1046
 PP1046.The modeled gravity was interpolated from observed gravity values.
 PP1046
 PP1046;                    North         East    Units  Estimated Accuracy
 PP1046;SPC MN S     -   318,700.      859,410.      MT  (+/- 180 meters Scaled)
 PP1046
 PP1046                          SUPERSEDED SURVEY CONTROL
 PP1046
 PP1046  NGVD 29 (??/??/92)  258.819  (m)          849.14   (f) ADJ UNCH    2 0
 PP1046
 PP1046.Superseded values are not recommended for survey control.
 PP1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1046.See file dsdata.txt to determine how the superseded data were derived.
 PP1046
 PP1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK805791(NAD 83)
 PP1046_MARKER: DD = SURVEY DISK
 PP1046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1046_SP_SET: BRIDGE
 PP1046_STAMPING: 2781AF
 PP1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1046
 PP1046  HISTORY     - Date     Condition        Report By
 PP1046  HISTORY     - UNK      MONUMENTED       MNDT
 PP1046  HISTORY     - 1969     GOOD             MNDT
 PP1046
 PP1046                          STATION DESCRIPTION
 PP1046
 PP1046'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1046'IN MINNEAPOLIS.
 PP1046'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27863 I.R. 94 OVER
 PP1046'CEDAR AVENUE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1047 ***********************************************************************
 PP1047  DESIGNATION -  2781 AG
 PP1047  PID         -  PP1047
 PP1047  STATE/COUNTY-  MN/HENNEPIN
 PP1047  USGS QUAD   -  ST PAUL WEST (1993)
 PP1047
 PP1047                         *CURRENT SURVEY CONTROL
 PP1047  ___________________________________________________________________
 PP1047* NAD 83(1986)-  44 57 51.     (N)    093 14 32.     (W)     SCALED    
 PP1047* NAVD 88     -       258.640  (meters)     848.55   (feet)  ADJUSTED  
 PP1047  ___________________________________________________________________
 PP1047  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 PP1047  DYNAMIC HT  -         258.633 (meters)     848.53  (feet)  COMP
 PP1047  MODELED GRAV-     980,582.6   (mgal)                       NAVD 88
 PP1047
 PP1047  VERT ORDER  -  SECOND    CLASS 0
 PP1047
 PP1047.The horizontal coordinates were scaled from a topographic map and have
 PP1047.an estimated accuracy of +/- 6 seconds.
 PP1047
 PP1047.The orthometric height was determined by differential leveling
 PP1047.and adjusted by the National Geodetic Survey in June 1991..
 PP1047
 PP1047.The geoid height was determined by GEOID03.
 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     -   318,520.      859,780.      MT  (+/- 180 meters Scaled)
 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: 15TVK808789(NAD 83)
 PP1047_MARKER: DD = SURVEY DISK
 PP1047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1047_SP_SET: BRIDGE
 PP1047_STAMPING: 2781AG
 PP1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1047
 PP1047  HISTORY     - Date     Condition        Report By
 PP1047  HISTORY     - UNK      MONUMENTED       MNDT
 PP1047  HISTORY     - 1969     GOOD             MNDT
 PP1047  HISTORY     - 1976     GOOD             MNDT
 PP1047  HISTORY     - 1985     GOOD             USPSQD
 PP1047  HISTORY     - 20000303 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1048 ***********************************************************************
 PP1048  DESIGNATION -  2781 AH
 PP1048  PID         -  PP1048
 PP1048  STATE/COUNTY-  MN/HENNEPIN
 PP1048  USGS QUAD   -  ST PAUL WEST (1993)
 PP1048
 PP1048                         *CURRENT SURVEY CONTROL
 PP1048  ___________________________________________________________________
 PP1048* NAD 83(1996)-  44 57 50.56279(N)    093 14 24.41816(W)     ADJUSTED  
 PP1048* NAVD 88     -       259.017  (meters)     849.79   (feet)  ADJUSTED  
 PP1048  ___________________________________________________________________
 PP1048  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 PP1048  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 PP1048  DYNAMIC HT  -         259.010 (meters)     849.77  (feet)  COMP
 PP1048  MODELED GRAV-     980,582.5   (mgal)                       NAVD 88
 PP1048
 PP1048  HORZ ORDER  -  SECOND
 PP1048  VERT ORDER  -  SECOND    CLASS 0
 PP1048
 PP1048.The horizontal coordinates were established by classical geodetic methods
 PP1048.and adjusted by the National Geodetic Survey in March 1999..
 PP1048
 PP1048.The orthometric height was determined by differential leveling
 PP1048.and adjusted by the National Geodetic Survey in June 1991..
 PP1048
 PP1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1048
 PP1048.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1048;SPC MN S     -   318,509.883   859,948.311   MT  0.99995460   +0 31 57.4
 PP1048;UTM  15      - 4,978,984.333   481,063.342   MT  0.99960441   -0 10 10.9
 PP1048
 PP1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1048!SPC MN S     -   0.99996364  x   0.99995460  =   0.99991824
 PP1048!UTM  15      -   0.99996364  x   0.99960441  =   0.99956806
 PP1048
 PP1048:                Primary Azimuth Mark                     Grid Az
 PP1048:SPC MN S     -  PROSPECT                                 076 06 41.3
 PP1048:UTM  15      -  PROSPECT                                 076 48 49.6
 PP1048
 PP1048|---------------------------------------------------------------------|
 PP1048| PID    Reference Object                     Distance      Geod. Az  |
 PP1048|                                                           dddmmss.s |
 PP1048| PP2587 PROSPECT                            APPROX. 2.2 KM 0763838.7 |
 PP1048|---------------------------------------------------------------------|
 PP1048
 PP1048                          SUPERSEDED SURVEY CONTROL
 PP1048
 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_MARKER: DD = SURVEY DISK
 PP1048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1048_SP_SET: BRIDGE
 PP1048_STAMPING: 2781AH
 PP1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1048
 PP1048  HISTORY     - Date     Condition        Report By
 PP1048  HISTORY     - 1973     MONUMENTED       MNHD
 PP1048  HISTORY     - 1969     GOOD             MNDT
 PP1048  HISTORY     - 1976     GOOD             MNDT
 PP1048  HISTORY     - 1985     GOOD             USPSQD
 PP1048  HISTORY     - 19991002 GOOD             USPSQD
 PP1048
 PP1048                          STATION DESCRIPTION
 PP1048
 PP1048'DESCRIBED BY MN HIGHWAY DEPT 1973 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1049 ***********************************************************************
 PP1049  DESIGNATION -  2781 AJ
 PP1049  PID         -  PP1049
 PP1049  STATE/COUNTY-  MN/HENNEPIN
 PP1049  USGS QUAD   -  ST PAUL WEST (1993)
 PP1049
 PP1049                         *CURRENT SURVEY CONTROL
 PP1049  ___________________________________________________________________
 PP1049* NAD 83(1986)-  44 57 50.     (N)    093 14 04.     (W)     SCALED    
 PP1049* NAVD 88     -       256.268  (meters)     840.77   (feet)  ADJUSTED  
 PP1049  ___________________________________________________________________
 PP1049  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 PP1049  DYNAMIC HT  -         256.261 (meters)     840.75  (feet)  COMP
 PP1049  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 PP1049
 PP1049  VERT ORDER  -  SECOND    CLASS 0
 PP1049
 PP1049.The horizontal coordinates were scaled from a topographic map and have
 PP1049.an estimated accuracy of +/- 6 seconds.
 PP1049
 PP1049.The orthometric height was determined by differential leveling
 PP1049.and adjusted by the National Geodetic Survey in June 1991..
 PP1049
 PP1049.The geoid height was determined by GEOID03.
 PP1049
 PP1049.The dynamic height is computed by dividing the NAVD 88
 PP1049.geopotential number by the normal gravity value computed on the
 PP1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1049.degrees latitude (g = 980.6199 gals.).
 PP1049
 PP1049.The modeled gravity was interpolated from observed gravity values.
 PP1049
 PP1049;                    North         East    Units  Estimated Accuracy
 PP1049;SPC MN S     -   318,500.      860,400.      MT  (+/- 180 meters Scaled)
 PP1049
 PP1049                          SUPERSEDED SURVEY CONTROL
 PP1049
 PP1049  NGVD 29 (??/??/92)  256.211  (m)          840.59   (f) ADJ UNCH    2 0
 PP1049
 PP1049.Superseded values are not recommended for survey control.
 PP1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1049.See file dsdata.txt to determine how the superseded data were derived.
 PP1049
 PP1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK815789(NAD 83)
 PP1049_MARKER: DD = SURVEY DISK
 PP1049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1049_SP_SET: BRIDGE
 PP1049_STAMPING: 2781AJ
 PP1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1049
 PP1049  HISTORY     - Date     Condition        Report By
 PP1049  HISTORY     - UNK      MONUMENTED       MNDT
 PP1049  HISTORY     - 1969     GOOD             MNDT
 PP1049  HISTORY     - 1985     GOOD             USPSQD
 PP1049  HISTORY     - 20000303 MARK NOT FOUND   USPSQD
 PP1049
 PP1049                          STATION DESCRIPTION
 PP1049
 PP1049'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1049'IN MINNEAPOLIS.
 PP1049'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 9420 25TH AVENUE
 PP1049'SOUTH OVER I.R. 94.
 PP1049
 PP1049                          STATION RECOVERY (1985)
 PP1049
 PP1049'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1049'RECOVERED IN GOOD CONDITION.
 PP1049
 PP1049                          STATION RECOVERY (2000)
 PP1049
 PP1049'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1050 ***********************************************************************
 PP1050  DESIGNATION -  2781 AK
 PP1050  PID         -  PP1050
 PP1050  STATE/COUNTY-  MN/HENNEPIN
 PP1050  USGS QUAD   -  ST PAUL WEST (1993)
 PP1050
 PP1050                         *CURRENT SURVEY CONTROL
 PP1050  ___________________________________________________________________
 PP1050* NAD 83(1986)-  44 57 51.     (N)    093 13 54.     (W)     SCALED    
 PP1050* NAVD 88     -       255.629  (meters)     838.68   (feet)  ADJUSTED  
 PP1050  ___________________________________________________________________
 PP1050  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 PP1050  DYNAMIC HT  -         255.621 (meters)     838.65  (feet)  COMP
 PP1050  MODELED GRAV-     980,582.2   (mgal)                       NAVD 88
 PP1050
 PP1050  VERT ORDER  -  SECOND    CLASS 0
 PP1050
 PP1050.The horizontal coordinates were scaled from a topographic map and have
 PP1050.an estimated accuracy of +/- 6 seconds.
 PP1050
 PP1050.The orthometric height was determined by differential leveling
 PP1050.and adjusted by the National Geodetic Survey in June 1991..
 PP1050
 PP1050.The geoid height was determined by GEOID03.
 PP1050
 PP1050.The dynamic height is computed by dividing the NAVD 88
 PP1050.geopotential number by the normal gravity value computed on the
 PP1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1050.degrees latitude (g = 980.6199 gals.).
 PP1050
 PP1050.The modeled gravity was interpolated from observed gravity values.
 PP1050
 PP1050;                    North         East    Units  Estimated Accuracy
 PP1050;SPC MN S     -   318,530.      860,620.      MT  (+/- 180 meters Scaled)
 PP1050
 PP1050                          SUPERSEDED SURVEY CONTROL
 PP1050
 PP1050  NGVD 29 (??/??/92)  255.573  (m)          838.49   (f) ADJ UNCH    2 0
 PP1050
 PP1050.Superseded values are not recommended for survey control.
 PP1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1050.See file dsdata.txt to determine how the superseded data were derived.
 PP1050
 PP1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK817789(NAD 83)
 PP1050_MARKER: DD = SURVEY DISK
 PP1050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1050_SP_SET: BRIDGE
 PP1050_STAMPING: 2781AK
 PP1050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1050
 PP1050  HISTORY     - Date     Condition        Report By
 PP1050  HISTORY     - UNK      MONUMENTED       MNDT
 PP1050  HISTORY     - 1969     GOOD             MNDT
 PP1050  HISTORY     - 1985     GOOD             USPSQD
 PP1050  HISTORY     - 20000304 GOOD             USPSQD
 PP1050
 PP1050                          STATION DESCRIPTION
 PP1050
 PP1050'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1050'IN MINNEAPOLIS.
 PP1050'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 9421 RIVERSIDE
 PP1050'AVENUE OVER I.R. 94.
 PP1050
 PP1050                          STATION RECOVERY (1985)
 PP1050
 PP1050'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1050'RECOVERED IN GOOD CONDITION.
 PP1050
 PP1050                          STATION RECOVERY (2000)
 PP1050
 PP1050'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1051 ***********************************************************************
 PP1051  DESIGNATION -  2781 AL
 PP1051  PID         -  PP1051
 PP1051  STATE/COUNTY-  MN/HENNEPIN
 PP1051  USGS QUAD   -  ST PAUL WEST (1993)
 PP1051
 PP1051                         *CURRENT SURVEY CONTROL
 PP1051  ___________________________________________________________________
 PP1051* NAD 83(1986)-  44 57 53.     (N)    093 13 43.     (W)     SCALED    
 PP1051* NAVD 88     -       251.763  (meters)     825.99   (feet)  ADJUSTED  
 PP1051  ___________________________________________________________________
 PP1051  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 PP1051  DYNAMIC HT  -         251.756 (meters)     825.97  (feet)  COMP
 PP1051  MODELED GRAV-     980,582.2   (mgal)                       NAVD 88
 PP1051
 PP1051  VERT ORDER  -  SECOND    CLASS 0
 PP1051
 PP1051.The horizontal coordinates were scaled from a topographic map and have
 PP1051.an estimated accuracy of +/- 6 seconds.
 PP1051
 PP1051.The orthometric height was determined by differential leveling
 PP1051.and adjusted by the National Geodetic Survey in June 1991..
 PP1051
 PP1051.The geoid height was determined by GEOID03.
 PP1051
 PP1051.The dynamic height is computed by dividing the NAVD 88
 PP1051.geopotential number by the normal gravity value computed on the
 PP1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1051.degrees latitude (g = 980.6199 gals.).
 PP1051
 PP1051.The modeled gravity was interpolated from observed gravity values.
 PP1051
 PP1051;                    North         East    Units  Estimated Accuracy
 PP1051;SPC MN S     -   318,590.      860,860.      MT  (+/- 180 meters Scaled)
 PP1051
 PP1051                          SUPERSEDED SURVEY CONTROL
 PP1051
 PP1051  NGVD 29 (??/??/92)  251.707  (m)          825.81   (f) ADJ UNCH    2 0
 PP1051
 PP1051.Superseded values are not recommended for survey control.
 PP1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1051.See file dsdata.txt to determine how the superseded data were derived.
 PP1051
 PP1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK819790(NAD 83)
 PP1051_MARKER: DD = SURVEY DISK
 PP1051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1051_SP_SET: BRIDGE
 PP1051_STAMPING: 2781AL
 PP1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1051
 PP1051  HISTORY     - Date     Condition        Report By
 PP1051  HISTORY     - UNK      MONUMENTED       MNDT
 PP1051  HISTORY     - 1969     GOOD             MNDT
 PP1051  HISTORY     - 1976     GOOD             MNDT
 PP1051  HISTORY     - 1985     GOOD             USPSQD
 PP1051
 PP1051                          STATION DESCRIPTION
 PP1051
 PP1051'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1051'IN MINNEAPOLIS.
 PP1051'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 9893 I.R. 94 OVER
 PP1051'TERRACE AVENUE.
 PP1051
 PP1051                          STATION RECOVERY (1976)
 PP1051
 PP1051'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 PP1051'RECOVERED IN GOOD CONDITION.
 PP1051
 PP1051                          STATION RECOVERY (1985)
 PP1051
 PP1051'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1054 ***********************************************************************
 PP1054  DESIGNATION -  2781 AM 1
 PP1054  PID         -  PP1054
 PP1054  STATE/COUNTY-  MN/HENNEPIN
 PP1054  USGS QUAD   -  ST PAUL WEST (1993)
 PP1054
 PP1054                         *CURRENT SURVEY CONTROL
 PP1054  ___________________________________________________________________
 PP1054* NAD 83(1986)-  44 58 00.     (N)    093 13 24.     (W)     SCALED    
 PP1054* NAVD 88     -       252.369  (meters)     827.98   (feet)  ADJUSTED  
 PP1054  ___________________________________________________________________
 PP1054  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 PP1054  DYNAMIC HT  -         252.362 (meters)     827.96  (feet)  COMP
 PP1054  MODELED GRAV-     980,582.1   (mgal)                       NAVD 88
 PP1054
 PP1054  VERT ORDER  -  SECOND    CLASS 0
 PP1054
 PP1054.The horizontal coordinates were scaled from a topographic map and have
 PP1054.an estimated accuracy of +/- 6 seconds.
 PP1054
 PP1054.The orthometric height was determined by differential leveling
 PP1054.and adjusted by the National Geodetic Survey in June 1991..
 PP1054
 PP1054.The geoid height was determined by GEOID03.
 PP1054
 PP1054.The dynamic height is computed by dividing the NAVD 88
 PP1054.geopotential number by the normal gravity value computed on the
 PP1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1054.degrees latitude (g = 980.6199 gals.).
 PP1054
 PP1054.The modeled gravity was interpolated from observed gravity values.
 PP1054
 PP1054;                    North         East    Units  Estimated Accuracy
 PP1054;SPC MN S     -   318,810.      861,270.      MT  (+/- 180 meters Scaled)
 PP1054
 PP1054                          SUPERSEDED SURVEY CONTROL
 PP1054
 PP1054  NGVD 29 (??/??/92)  252.314  (m)          827.80   (f) ADJ UNCH    2 0
 PP1054
 PP1054.Superseded values are not recommended for survey control.
 PP1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1054.See file dsdata.txt to determine how the superseded data were derived.
 PP1054
 PP1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK823792(NAD 83)
 PP1054_MARKER: DD = SURVEY DISK
 PP1054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1054_SP_SET: BRIDGE
 PP1054_STAMPING: 2781 - AM1 1969
 PP1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1054
 PP1054  HISTORY     - Date     Condition        Report By
 PP1054  HISTORY     - 1969     MONUMENTED       MNDT
 PP1054  HISTORY     - 1969     GOOD             MNDT
 PP1054  HISTORY     - 1976     GOOD             MNDT
 PP1054  HISTORY     - 20000304 MARK NOT FOUND   USPSQD
 PP1054
 PP1054                          STATION DESCRIPTION
 PP1054
 PP1054'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1054'IN MINNEAPOLIS.
 PP1054'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27951 EAST RIVER
 PP1054'ROAD OVER I.R. 94.
 PP1054
 PP1054                          STATION RECOVERY (1976)
 PP1054
 PP1054'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 PP1054'RECOVERED IN GOOD CONDITION.
 PP1054
 PP1054                          STATION RECOVERY (2000)
 PP1054
 PP1054'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1059 ***********************************************************************
 PP1059  DESIGNATION -  2781 AP
 PP1059  PID         -  PP1059
 PP1059  STATE/COUNTY-  MN/HENNEPIN
 PP1059  USGS QUAD   -  ST PAUL WEST (1993)
 PP1059
 PP1059                         *CURRENT SURVEY CONTROL
 PP1059  ___________________________________________________________________
 PP1059* NAD 83(1986)-  44 58 00.     (N)    093 13 08.     (W)     SCALED    
 PP1059* NAVD 88     -       253.284  (meters)     830.98   (feet)  ADJUSTED  
 PP1059  ___________________________________________________________________
 PP1059  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 PP1059  DYNAMIC HT  -         253.277 (meters)     830.96  (feet)  COMP
 PP1059  MODELED GRAV-     980,582.0   (mgal)                       NAVD 88
 PP1059
 PP1059  VERT ORDER  -  FIRST     CLASS I
 PP1059
 PP1059.The horizontal coordinates were scaled from a topographic map and have
 PP1059.an estimated accuracy of +/- 6 seconds.
 PP1059
 PP1059.The orthometric height was determined by differential leveling
 PP1059.and adjusted by the National Geodetic Survey in June 1991..
 PP1059
 PP1059.The geoid height was determined by GEOID03.
 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     -   318,820.      861,620.      MT  (+/- 180 meters Scaled)
 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: 15TVK827792(NAD 83)
 PP1059_MARKER: DD = SURVEY DISK
 PP1059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1059_SP_SET: BRIDGE
 PP1059_STAMPING: 2781AP
 PP1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1059+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2001
 PP1059
 PP1059  HISTORY     - Date     Condition        Report By
 PP1059  HISTORY     - UNK      MONUMENTED       MNDT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1060 ***********************************************************************
 PP1060  DESIGNATION -  2781 AQ
 PP1060  PID         -  PP1060
 PP1060  STATE/COUNTY-  MN/HENNEPIN
 PP1060  USGS QUAD   -  ST PAUL WEST (1993)
 PP1060
 PP1060                         *CURRENT SURVEY CONTROL
 PP1060  ___________________________________________________________________
 PP1060* NAD 83(1986)-  44 57 53.     (N)    093 12 56.     (W)     SCALED    
 PP1060* NAVD 88     -       259.770  (meters)     852.26   (feet)  ADJUSTED  
 PP1060  ___________________________________________________________________
 PP1060  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 PP1060  DYNAMIC HT  -         259.763 (meters)     852.24  (feet)  COMP
 PP1060  MODELED GRAV-     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
 PP1060.and adjusted by the National Geodetic Survey in June 1991..
 PP1060
 PP1060.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP1060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1060_SP_SET: BRIDGE
 PP1060_STAMPING: 2781AQ
 PP1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1060
 PP1060  HISTORY     - Date     Condition        Report By
 PP1060  HISTORY     - UNK      MONUMENTED       MNDT
 PP1060  HISTORY     - 1969     GOOD             MNDT
 PP1060  HISTORY     - 1985     GOOD             USPSQD
 PP1060  HISTORY     - 20010802 MARK NOT FOUND   USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1061 ***********************************************************************
 PP1061  DESIGNATION -  2781 AR
 PP1061  PID         -  PP1061
 PP1061  STATE/COUNTY-  MN/HENNEPIN
 PP1061  USGS QUAD   -  ST PAUL WEST (1993)
 PP1061
 PP1061                         *CURRENT SURVEY CONTROL
 PP1061  ___________________________________________________________________
 PP1061* NAD 83(1986)-  44 57 43.     (N)    093 12 47.     (W)     SCALED    
 PP1061* NAVD 88     -       254.293  (meters)     834.29   (feet)  ADJUSTED  
 PP1061  ___________________________________________________________________
 PP1061  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 PP1061  DYNAMIC HT  -         254.286 (meters)     834.27  (feet)  COMP
 PP1061  MODELED GRAV-     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
 PP1061.and adjusted by the National Geodetic Survey in June 1991..
 PP1061
 PP1061.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP1061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1061_SP_SET: BRIDGE
 PP1061_STAMPING: 2781AR
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3382 ***********************************************************************
 PP3382  DESIGNATION -  2781 AS
 PP3382  PID         -  PP3382
 PP3382  STATE/COUNTY-  MN/HENNEPIN
 PP3382  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP3382
 PP3382                         *CURRENT SURVEY CONTROL
 PP3382  ___________________________________________________________________
 PP3382* NAD 83(1986)-  44 59 32.     (N)    093 17 08.     (W)     SCALED    
 PP3382* NAVD 88     -       255.383  (meters)     837.87   (feet)  ADJUSTED  
 PP3382  ___________________________________________________________________
 PP3382  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP3382  DYNAMIC HT  -         255.377 (meters)     837.85  (feet)  COMP
 PP3382  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 PP3382
 PP3382  VERT ORDER  -  SECOND    CLASS II
 PP3382
 PP3382.The horizontal coordinates were scaled from a topographic map and have
 PP3382.an estimated accuracy of +/- 6 seconds.
 PP3382
 PP3382.The orthometric height was determined by differential leveling
 PP3382.and adjusted by the National Geodetic Survey in June 1995..
 PP3382
 PP3382.The geoid height was determined by GEOID03.
 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     -   321,610.      856,340.      MT  (+/- 180 meters Scaled)
 PP3382
 PP3382                          SUPERSEDED SURVEY CONTROL
 PP3382
 PP3382.No superseded survey control is available for this station.
 PP3382
 PP3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK774821(NAD 83)
 PP3382_MARKER: DB = BENCH MARK DISK
 PP3382_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3382_SP_SET: BRIDGE RAILING
 PP3382_STAMPING: 2781 AS 1979
 PP3382_MARK LOGO: MNDT  
 PP3382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3382
 PP3382  HISTORY     - Date     Condition        Report By
 PP3382  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3383 ***********************************************************************
 PP3383  DESIGNATION -  2781 AS 1
 PP3383  PID         -  PP3383
 PP3383  STATE/COUNTY-  MN/HENNEPIN
 PP3383  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP3383
 PP3383                         *CURRENT SURVEY CONTROL
 PP3383  ___________________________________________________________________
 PP3383* NAD 83(1986)-  44 59 32.     (N)    093 17 01.     (W)     SCALED    
 PP3383* NAVD 88     -       253.902  (meters)     833.01   (feet)  ADJUSTED  
 PP3383  ___________________________________________________________________
 PP3383  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP3383  DYNAMIC HT  -         253.896 (meters)     832.99  (feet)  COMP
 PP3383  MODELED GRAV-     980,588.1   (mgal)                       NAVD 88
 PP3383
 PP3383  VERT ORDER  -  SECOND    CLASS II
 PP3383
 PP3383.The horizontal coordinates were scaled from a topographic map and have
 PP3383.an estimated accuracy of +/- 6 seconds.
 PP3383
 PP3383.The orthometric height was determined by differential leveling
 PP3383.and adjusted by the National Geodetic Survey in June 1995..
 PP3383
 PP3383.The geoid height was determined by GEOID03.
 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     -   321,610.      856,490.      MT  (+/- 180 meters Scaled)
 PP3383
 PP3383                          SUPERSEDED SURVEY CONTROL
 PP3383
 PP3383.No superseded survey control is available for this station.
 PP3383
 PP3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK776821(NAD 83)
 PP3383_MARKER: DB = BENCH MARK DISK
 PP3383_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3383_SP_SET: BRIDGE RAILING
 PP3383_STAMPING: 2781 AS 1 1979
 PP3383_MARK LOGO: MNDT  
 PP3383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3383
 PP3383  HISTORY     - Date     Condition        Report By
 PP3383  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3384 ***********************************************************************
 PP3384  DESIGNATION -  2781 AT
 PP3384  PID         -  PP3384
 PP3384  STATE/COUNTY-  MN/HENNEPIN
 PP3384  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP3384
 PP3384                         *CURRENT SURVEY CONTROL
 PP3384  ___________________________________________________________________
 PP3384* NAD 83(1986)-  44 59 57.     (N)    093 16 56.     (W)     SCALED    
 PP3384* NAVD 88     -       252.097  (meters)     827.09   (feet)  ADJUSTED  
 PP3384  ___________________________________________________________________
 PP3384  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 PP3384  DYNAMIC HT  -         252.092 (meters)     827.07  (feet)  COMP
 PP3384  MODELED GRAV-     980,589.0   (mgal)                       NAVD 88
 PP3384
 PP3384  VERT ORDER  -  SECOND    CLASS II
 PP3384
 PP3384.The horizontal coordinates were scaled from a topographic map and have
 PP3384.an estimated accuracy of +/- 6 seconds.
 PP3384
 PP3384.The orthometric height was determined by differential leveling
 PP3384.and adjusted by the National Geodetic Survey in June 1995..
 PP3384
 PP3384.The geoid height was determined by GEOID03.
 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     -   322,380.      856,590.      MT  (+/- 180 meters Scaled)
 PP3384
 PP3384                          SUPERSEDED SURVEY CONTROL
 PP3384
 PP3384.No superseded survey control is available for this station.
 PP3384
 PP3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK777828(NAD 83)
 PP3384_MARKER: DB = BENCH MARK DISK
 PP3384_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3384_SP_SET: BRIDGE SIDEWALK
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2334 ***********************************************************************
 QO2334  DESIGNATION -  2781 AU
 QO2334  PID         -  QO2334
 QO2334  STATE/COUNTY-  MN/HENNEPIN
 QO2334  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2334
 QO2334                         *CURRENT SURVEY CONTROL
 QO2334  ___________________________________________________________________
 QO2334* NAD 83(1986)-  45 00 22.     (N)    093 16 58.     (W)     SCALED    
 QO2334* NAVD 88     -       253.853  (meters)     832.85   (feet)  ADJUSTED  
 QO2334  ___________________________________________________________________
 QO2334  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 QO2334  DYNAMIC HT  -         253.848 (meters)     832.83  (feet)  COMP
 QO2334  MODELED GRAV-     980,587.9   (mgal)                       NAVD 88
 QO2334
 QO2334  VERT ORDER  -  SECOND    CLASS II
 QO2334
 QO2334.The horizontal coordinates were scaled from a topographic map and have
 QO2334.an estimated accuracy of +/- 6 seconds.
 QO2334
 QO2334.The orthometric height was determined by differential leveling
 QO2334.and adjusted by the National Geodetic Survey in June 1995..
 QO2334
 QO2334.The geoid height was determined by GEOID03.
 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     -   323,150.      856,540.      MT  (+/- 180 meters Scaled)
 QO2334
 QO2334                          SUPERSEDED SURVEY CONTROL
 QO2334
 QO2334.No superseded survey control is available for this station.
 QO2334
 QO2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK777836(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2335 ***********************************************************************
 QO2335  DESIGNATION -  2781 AV
 QO2335  PID         -  QO2335
 QO2335  STATE/COUNTY-  MN/HENNEPIN
 QO2335  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2335
 QO2335                         *CURRENT SURVEY CONTROL
 QO2335  ___________________________________________________________________
 QO2335* NAD 83(1986)-  45 00 47.     (N)    093 16 57.     (W)     SCALED    
 QO2335* NAVD 88     -       257.858  (meters)     845.99   (feet)  ADJUSTED  
 QO2335  ___________________________________________________________________
 QO2335  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 QO2335  DYNAMIC HT  -         257.853 (meters)     845.97  (feet)  COMP
 QO2335  MODELED GRAV-     980,589.0   (mgal)                       NAVD 88
 QO2335
 QO2335  VERT ORDER  -  SECOND    CLASS II
 QO2335
 QO2335.The horizontal coordinates were scaled from a topographic map and have
 QO2335.an estimated accuracy of +/- 6 seconds.
 QO2335
 QO2335.The orthometric height was determined by differential leveling
 QO2335.and adjusted by the National Geodetic Survey in June 1995..
 QO2335
 QO2335.The geoid height was determined by GEOID03.
 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     -   323,930.      856,560.      MT  (+/- 180 meters Scaled)
 QO2335
 QO2335                          SUPERSEDED SURVEY CONTROL
 QO2335
 QO2335.No superseded survey control is available for this station.
 QO2335
 QO2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK777844(NAD 83)
 QO2335_MARKER: DV = VERTICAL CONTROL DISK
 QO2335_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2335_SP_SET: BRIDGE RAILING
 QO2335_STAMPING: 2781 AV 1979
 QO2335_MARK LOGO: MNDT  
 QO2335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2335
 QO2335  HISTORY     - Date     Condition        Report By
 QO2335  HISTORY     - 1979     MONUMENTED       MNDT
 QO2335  HISTORY     - 19800120 GOOD             MNDT
 QO2335  HISTORY     - 19860209 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2336 ***********************************************************************
 QO2336  DESIGNATION -  2781 AV 1
 QO2336  PID         -  QO2336
 QO2336  STATE/COUNTY-  MN/HENNEPIN
 QO2336  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2336
 QO2336                         *CURRENT SURVEY CONTROL
 QO2336  ___________________________________________________________________
 QO2336* NAD 83(1986)-  45 00 48.     (N)    093 16 59.     (W)     SCALED    
 QO2336* NAVD 88     -       264.588  (meters)     868.07   (feet)  ADJUSTED  
 QO2336  ___________________________________________________________________
 QO2336  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 QO2336  DYNAMIC HT  -         264.582 (meters)     868.05  (feet)  COMP
 QO2336  MODELED GRAV-     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
 QO2336.and adjusted by the National Geodetic Survey in June 1995..
 QO2336.WARNING-Repeat measurements at this control monument indicate possible
 QO2336.vertical movement.
 QO2336
 QO2336.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 QO2336_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2336_SP_SET: BRIDGE RAILING
 QO2336_STAMPING: 2781 AV 1 1979
 QO2336_MARK LOGO: MNDT  
 QO2336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2336
 QO2336  HISTORY     - Date     Condition        Report By
 QO2336  HISTORY     - 1979     MONUMENTED       MNDT
 QO2336  HISTORY     - 19800120 GOOD             MNDT
 QO2336  HISTORY     - 19860209 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2337 ***********************************************************************
 QO2337  DESIGNATION -  2781 AW
 QO2337  PID         -  QO2337
 QO2337  STATE/COUNTY-  MN/HENNEPIN
 QO2337  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2337
 QO2337                         *CURRENT SURVEY CONTROL
 QO2337  ___________________________________________________________________
 QO2337* NAD 83(1986)-  45 01 27.     (N)    093 17 02.     (W)     SCALED    
 QO2337* NAVD 88     -       260.211  (meters)     853.71   (feet)  ADJUSTED  
 QO2337  ___________________________________________________________________
 QO2337  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 QO2337  DYNAMIC HT  -         260.207 (meters)     853.70  (feet)  COMP
 QO2337  MODELED GRAV-     980,591.1   (mgal)                       NAVD 88
 QO2337
 QO2337  VERT ORDER  -  SECOND    CLASS II
 QO2337
 QO2337.The horizontal coordinates were scaled from a topographic map and have
 QO2337.an estimated accuracy of +/- 6 seconds.
 QO2337
 QO2337.The orthometric height was determined by differential leveling
 QO2337.and adjusted by the National Geodetic Survey in June 1995..
 QO2337
 QO2337.The geoid height was determined by GEOID03.
 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     -   325,160.      856,440.      MT  (+/- 180 meters Scaled)
 QO2337
 QO2337                          SUPERSEDED SURVEY CONTROL
 QO2337
 QO2337.No superseded survey control is available for this station.
 QO2337
 QO2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK776856(NAD 83)
 QO2337_MARKER: DV = VERTICAL CONTROL DISK
 QO2337_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2337_SP_SET: BRIDGE RAILING
 QO2337_STAMPING: 2781 AW 1979
 QO2337_MARK LOGO: MNDT  
 QO2337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2337
 QO2337  HISTORY     - Date     Condition        Report By
 QO2337  HISTORY     - 1979     MONUMENTED       MNDT
 QO2337  HISTORY     - 19800207 GOOD             MNDT
 QO2337  HISTORY     - 19860209 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2338 ***********************************************************************
 QO2338  DESIGNATION -  2781 AW 1
 QO2338  PID         -  QO2338
 QO2338  STATE/COUNTY-  MN/HENNEPIN
 QO2338  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2338
 QO2338                         *CURRENT SURVEY CONTROL
 QO2338  ___________________________________________________________________
 QO2338* NAD 83(1986)-  45 01 26.     (N)    093 17 04.     (W)     SCALED    
 QO2338* NAVD 88     -       264.816  (meters)     868.82   (feet)  ADJUSTED  
 QO2338  ___________________________________________________________________
 QO2338  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 QO2338  DYNAMIC HT  -         264.811 (meters)     868.80  (feet)  COMP
 QO2338  MODELED GRAV-     980,591.1   (mgal)                       NAVD 88
 QO2338
 QO2338  VERT ORDER  -  SECOND    CLASS II
 QO2338
 QO2338.The horizontal coordinates were scaled from a topographic map and have
 QO2338.an estimated accuracy of +/- 6 seconds.
 QO2338
 QO2338.The orthometric height was determined by differential leveling
 QO2338.and adjusted by the National Geodetic Survey in June 1995..
 QO2338
 QO2338.The geoid height was determined by GEOID03.
 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     -   325,130.      856,390.      MT  (+/- 180 meters Scaled)
 QO2338
 QO2338                          SUPERSEDED SURVEY CONTROL
 QO2338
 QO2338.No superseded survey control is available for this station.
 QO2338
 QO2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK775856(NAD 83)
 QO2338_MARKER: DV = VERTICAL CONTROL DISK
 QO2338_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2338_SP_SET: BRIDGE RAILING
 QO2338_STAMPING: 2781 AW 1 1979
 QO2338_MARK LOGO: MNDT  
 QO2338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2338
 QO2338  HISTORY     - Date     Condition        Report By
 QO2338  HISTORY     - 1979     MONUMENTED       MNDT
 QO2338  HISTORY     - 19860209 GOOD             MNDT
 QO2338
 QO2338                          STATION DESCRIPTION
 QO2338
 QO2338'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2339 ***********************************************************************
 QO2339  DESIGNATION -  2781 AX
 QO2339  PID         -  QO2339
 QO2339  STATE/COUNTY-  MN/HENNEPIN
 QO2339  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2339
 QO2339                         *CURRENT SURVEY CONTROL
 QO2339  ___________________________________________________________________
 QO2339* NAD 83(1986)-  45 01 53.     (N)    093 17 17.     (W)     SCALED    
 QO2339* NAVD 88     -       257.997  (meters)     846.45   (feet)  ADJUSTED  
 QO2339  ___________________________________________________________________
 QO2339  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 QO2339  DYNAMIC HT  -         257.992 (meters)     846.43  (feet)  COMP
 QO2339  MODELED GRAV-     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
 QO2339.and adjusted by the National Geodetic Survey in June 1995..
 QO2339
 QO2339.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2432 ***********************************************************************
 QO2432  DESIGNATION -  2781 AY
 QO2432  PID         -  QO2432
 QO2432  STATE/COUNTY-  MN/HENNEPIN
 QO2432  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2432
 QO2432                         *CURRENT SURVEY CONTROL
 QO2432  ___________________________________________________________________
 QO2432* NAD 83(1986)-  45 03 32.     (N)    093 17 15.     (W)     SCALED    
 QO2432* NAVD 88     -       257.469  (meters)     844.71   (feet)  ADJUSTED  
 QO2432  ___________________________________________________________________
 QO2432  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 QO2432  DYNAMIC HT  -         257.466 (meters)     844.70  (feet)  COMP
 QO2432  MODELED GRAV-     980,599.0   (mgal)                       NAVD 88
 QO2432
 QO2432  VERT ORDER  -  SECOND    CLASS II
 QO2432
 QO2432.The horizontal coordinates were scaled from a topographic map and have
 QO2432.an estimated accuracy of +/- 6 seconds.
 QO2432
 QO2432.The orthometric height was determined by differential leveling
 QO2432.and adjusted by the National Geodetic Survey in June 1995..
 QO2432
 QO2432.The geoid height was determined by GEOID03.
 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     -   329,020.      856,120.      MT  (+/- 180 meters Scaled)
 QO2432
 QO2432                          SUPERSEDED SURVEY CONTROL
 QO2432
 QO2432.No superseded survey control is available for this station.
 QO2432
 QO2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK773895(NAD 83)
 QO2432_MARKER: DV = VERTICAL CONTROL DISK
 QO2432_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2432_SP_SET: BRIDGE SIDEWALK
 QO2432_STAMPING: 2781 AY 1982
 QO2432_MARK LOGO: MNDT  
 QO2432_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2432
 QO2432  HISTORY     - Date     Condition        Report By
 QO2432  HISTORY     - 1982     MONUMENTED       MNDT
 QO2432  HISTORY     - 19860209 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2434 ***********************************************************************
 QO2434  DESIGNATION -  2781 AZ 1
 QO2434  PID         -  QO2434
 QO2434  STATE/COUNTY-  MN/HENNEPIN
 QO2434  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2434
 QO2434                         *CURRENT SURVEY CONTROL
 QO2434  ___________________________________________________________________
 QO2434* NAD 83(1986)-  45 03 05.     (N)    093 17 09.     (W)     SCALED    
 QO2434* NAVD 88     -       256.340  (meters)     841.01   (feet)  ADJUSTED  
 QO2434  ___________________________________________________________________
 QO2434  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 QO2434  DYNAMIC HT  -         256.337 (meters)     841.00  (feet)  COMP
 QO2434  MODELED GRAV-     980,597.0   (mgal)                       NAVD 88
 QO2434
 QO2434  VERT ORDER  -  SECOND    CLASS II
 QO2434
 QO2434.The horizontal coordinates were scaled from a topographic map and have
 QO2434.an estimated accuracy of +/- 6 seconds.
 QO2434
 QO2434.The orthometric height was determined by differential leveling
 QO2434.and adjusted by the National Geodetic Survey in June 1995..
 QO2434
 QO2434.The geoid height was determined by GEOID03.
 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     -   328,180.      856,260.      MT  (+/- 180 meters Scaled)
 QO2434
 QO2434                          SUPERSEDED SURVEY CONTROL
 QO2434
 QO2434.No superseded survey control is available for this station.
 QO2434
 QO2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK774886(NAD 83)
 QO2434_MARKER: DV = VERTICAL CONTROL DISK
 QO2434_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2434_SP_SET: BRIDGE SIDEWALK
 QO2434_STAMPING: 2781 AZ 1 1982
 QO2434_MARK LOGO: MNDT  
 QO2434_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2434
 QO2434  HISTORY     - Date     Condition        Report By
 QO2434  HISTORY     - 1982     MONUMENTED       MNDT
 QO2434  HISTORY     - 19860209 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2435 ***********************************************************************
 QO2435  DESIGNATION -  2781 AZ 2
 QO2435  PID         -  QO2435
 QO2435  STATE/COUNTY-  MN/HENNEPIN
 QO2435  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2435
 QO2435                         *CURRENT SURVEY CONTROL
 QO2435  ___________________________________________________________________
 QO2435* NAD 83(1986)-  45 03 06.     (N)    093 17 05.     (W)     SCALED    
 QO2435* NAVD 88     -       255.927  (meters)     839.65   (feet)  ADJUSTED  
 QO2435  ___________________________________________________________________
 QO2435  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 QO2435  DYNAMIC HT  -         255.923 (meters)     839.64  (feet)  COMP
 QO2435  MODELED GRAV-     980,596.9   (mgal)                       NAVD 88
 QO2435
 QO2435  VERT ORDER  -  SECOND    CLASS II
 QO2435
 QO2435.The horizontal coordinates were scaled from a topographic map and have
 QO2435.an estimated accuracy of +/- 6 seconds.
 QO2435
 QO2435.The orthometric height was determined by differential leveling
 QO2435.and adjusted by the National Geodetic Survey in June 1995..
 QO2435
 QO2435.The geoid height was determined by GEOID03.
 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     -   328,220.      856,340.      MT  (+/- 180 meters Scaled)
 QO2435
 QO2435                          SUPERSEDED SURVEY CONTROL
 QO2435
 QO2435.No superseded survey control is available for this station.
 QO2435
 QO2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK775887(NAD 83)
 QO2435_MARKER: DV = VERTICAL CONTROL DISK
 QO2435_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2435_SP_SET: BRIDGE SIDEWALK
 QO2435_STAMPING: 2781 AZ 2 1980
 QO2435_MARK LOGO: MNDT  
 QO2435_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2435
 QO2435  HISTORY     - Date     Condition        Report By
 QO2435  HISTORY     - 1980     MONUMENTED       MNDT
 QO2435  HISTORY     - 19860209 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2439 ***********************************************************************
 QO2439  DESIGNATION -  2781 BA
 QO2439  PID         -  QO2439
 QO2439  STATE/COUNTY-  MN/HENNEPIN
 QO2439  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2439
 QO2439                         *CURRENT SURVEY CONTROL
 QO2439  ___________________________________________________________________
 QO2439* NAD 83(1986)-  45 02 13.     (N)    093 17 10.     (W)     SCALED    
 QO2439* NAVD 88     -       254.965  (meters)     836.50   (feet)  ADJUSTED  
 QO2439  ___________________________________________________________________
 QO2439  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 QO2439  DYNAMIC HT  -         254.961 (meters)     836.48  (feet)  COMP
 QO2439  MODELED GRAV-     980,593.9   (mgal)                       NAVD 88
 QO2439
 QO2439  VERT ORDER  -  SECOND    CLASS II
 QO2439
 QO2439.The horizontal coordinates were scaled from a topographic map and have
 QO2439.an estimated accuracy of +/- 6 seconds.
 QO2439
 QO2439.The orthometric height was determined by differential leveling
 QO2439.and adjusted by the National Geodetic Survey in June 1995..
 QO2439
 QO2439.The geoid height was determined by GEOID03.
 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     -   326,580.      856,250.      MT  (+/- 180 meters Scaled)
 QO2439
 QO2439                          SUPERSEDED SURVEY CONTROL
 QO2439
 QO2439.No superseded survey control is available for this station.
 QO2439
 QO2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK774870(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2441 ***********************************************************************
 QO2441  DESIGNATION -  2781 BC
 QO2441  PID         -  QO2441
 QO2441  STATE/COUNTY-  MN/HENNEPIN
 QO2441  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2441
 QO2441                         *CURRENT SURVEY CONTROL
 QO2441  ___________________________________________________________________
 QO2441* NAD 83(1986)-  45 01 58.     (N)    093 17 18.     (W)     SCALED    
 QO2441* NAVD 88     -       255.030  (meters)     836.71   (feet)  ADJUSTED  
 QO2441  ___________________________________________________________________
 QO2441  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 QO2441  DYNAMIC HT  -         255.025 (meters)     836.69  (feet)  COMP
 QO2441  MODELED GRAV-     980,593.3   (mgal)                       NAVD 88
 QO2441
 QO2441  VERT ORDER  -  SECOND    CLASS II
 QO2441
 QO2441.The horizontal coordinates were scaled from a topographic map and have
 QO2441.an estimated accuracy of +/- 6 seconds.
 QO2441
 QO2441.The orthometric height was determined by differential leveling
 QO2441.and adjusted by the National Geodetic Survey in June 1995..
 QO2441
 QO2441.The geoid height was determined by GEOID03.
 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     -   326,110.      856,080.      MT  (+/- 180 meters Scaled)
 QO2441
 QO2441                          SUPERSEDED SURVEY CONTROL
 QO2441
 QO2441.No superseded survey control is available for this station.
 QO2441
 QO2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK772866(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2442 ***********************************************************************
 QO2442  DESIGNATION -  2781 BD
 QO2442  PID         -  QO2442
 QO2442  STATE/COUNTY-  MN/HENNEPIN
 QO2442  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2442
 QO2442                         *CURRENT SURVEY CONTROL
 QO2442  ___________________________________________________________________
 QO2442* NAD 83(1986)-  45 01 56.     (N)    093 17 12.     (W)     SCALED    
 QO2442* NAVD 88     -       254.621  (meters)     835.37   (feet)  ADJUSTED  
 QO2442  ___________________________________________________________________
 QO2442  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 QO2442  DYNAMIC HT  -         254.617 (meters)     835.36  (feet)  COMP
 QO2442  MODELED GRAV-     980,593.0   (mgal)                       NAVD 88
 QO2442
 QO2442  VERT ORDER  -  SECOND    CLASS II
 QO2442
 QO2442.The horizontal coordinates were scaled from a topographic map and have
 QO2442.an estimated accuracy of +/- 6 seconds.
 QO2442
 QO2442.The orthometric height was determined by differential leveling
 QO2442.and adjusted by the National Geodetic Survey in June 1995..
 QO2442
 QO2442.The geoid height was determined by GEOID03.
 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     -   326,050.      856,210.      MT  (+/- 180 meters Scaled)
 QO2442
 QO2442                          SUPERSEDED SURVEY CONTROL
 QO2442
 QO2442.No superseded survey control is available for this station.
 QO2442
 QO2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK774865(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2443 ***********************************************************************
 QO2443  DESIGNATION -  2781 BE
 QO2443  PID         -  QO2443
 QO2443  STATE/COUNTY-  MN/HENNEPIN
 QO2443  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2443
 QO2443                         *CURRENT SURVEY CONTROL
 QO2443  ___________________________________________________________________
 QO2443* NAD 83(1986)-  45 01 56.     (N)    093 17 15.     (W)     SCALED    
 QO2443* NAVD 88     -       258.696  (meters)     848.74   (feet)  ADJUSTED  
 QO2443  ___________________________________________________________________
 QO2443  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 QO2443  DYNAMIC HT  -         258.692 (meters)     848.73  (feet)  COMP
 QO2443  MODELED GRAV-     980,593.1   (mgal)                       NAVD 88
 QO2443
 QO2443  VERT ORDER  -  SECOND    CLASS II
 QO2443
 QO2443.The horizontal coordinates were scaled from a topographic map and have
 QO2443.an estimated accuracy of +/- 6 seconds.
 QO2443
 QO2443.The orthometric height was determined by differential leveling
 QO2443.and adjusted by the National Geodetic Survey in June 1995..
 QO2443
 QO2443.The geoid height was determined by GEOID03.
 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     -   326,050.      856,140.      MT  (+/- 180 meters Scaled)
 QO2443
 QO2443                          SUPERSEDED SURVEY CONTROL
 QO2443
 QO2443.No superseded survey control is available for this station.
 QO2443
 QO2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK773865(NAD 83)
 QO2443_MARKER: DV = VERTICAL CONTROL DISK
 QO2443_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 QO2443_SP_SET: RETAINING WALL
 QO2443_STAMPING: 2781 BE 1982
 QO2443_MARK LOGO: MNDT  
 QO2443_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2443
 QO2443  HISTORY     - Date     Condition        Report By
 QO2443  HISTORY     - 1982     MONUMENTED       MNDT
 QO2443  HISTORY     - 19860209 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2447 ***********************************************************************
 QO2447  DESIGNATION -  2781 BF 2
 QO2447  PID         -  QO2447
 QO2447  STATE/COUNTY-  MN/HENNEPIN
 QO2447  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2447
 QO2447                         *CURRENT SURVEY CONTROL
 QO2447  ___________________________________________________________________
 QO2447* NAD 83(1986)-  45 01 47.     (N)    093 17 15.     (W)     SCALED    
 QO2447* NAVD 88     -       261.273  (meters)     857.19   (feet)  ADJUSTED  
 QO2447  ___________________________________________________________________
 QO2447  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 QO2447  DYNAMIC HT  -         261.269 (meters)     857.18  (feet)  COMP
 QO2447  MODELED GRAV-     980,592.6   (mgal)                       NAVD 88
 QO2447
 QO2447  VERT ORDER  -  SECOND    CLASS II
 QO2447
 QO2447.The horizontal coordinates were scaled from a topographic map and have
 QO2447.an estimated accuracy of +/- 6 seconds.
 QO2447
 QO2447.The orthometric height was determined by differential leveling
 QO2447.and adjusted by the National Geodetic Survey in June 1995..
 QO2447
 QO2447.The geoid height was determined by GEOID03.
 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     -   325,770.      856,150.      MT  (+/- 180 meters Scaled)
 QO2447
 QO2447                          SUPERSEDED SURVEY CONTROL
 QO2447
 QO2447.No superseded survey control is available for this station.
 QO2447
 QO2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK773862(NAD 83)
 QO2447_MARKER: DV = VERTICAL CONTROL DISK
 QO2447_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2447_SP_SET: BRIDGE SIDEWALK
 QO2447_STAMPING: 2781 BF 2 1982
 QO2447_MARK LOGO: MNDT  
 QO2447_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2447
 QO2447  HISTORY     - Date     Condition        Report By
 QO2447  HISTORY     - 1982     MONUMENTED       MNDT
 QO2447  HISTORY     - 19860209 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1052 ***********************************************************************
 PP1052  DESIGNATION -  2781 DARTMOUTH 1
 PP1052  PID         -  PP1052
 PP1052  STATE/COUNTY-  MN/HENNEPIN
 PP1052  USGS QUAD   -  ST PAUL WEST (1993)
 PP1052
 PP1052                         *CURRENT SURVEY CONTROL
 PP1052  ___________________________________________________________________
 PP1052* NAD 83(1986)-  44 57 53.     (N)    093 13 43.     (W)     SCALED    
 PP1052* NAVD 88     -       250.886  (meters)     823.12   (feet)  ADJUSTED  
 PP1052  ___________________________________________________________________
 PP1052  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 PP1052  DYNAMIC HT  -         250.879 (meters)     823.09  (feet)  COMP
 PP1052  MODELED GRAV-     980,582.2   (mgal)                       NAVD 88
 PP1052
 PP1052  VERT ORDER  -  SECOND    CLASS 0
 PP1052
 PP1052.The horizontal coordinates were scaled from a topographic map and have
 PP1052.an estimated accuracy of +/- 6 seconds.
 PP1052
 PP1052.The orthometric height was determined by differential leveling
 PP1052.and adjusted by the National Geodetic Survey in June 1991..
 PP1052
 PP1052.The geoid height was determined by GEOID03.
 PP1052
 PP1052.The dynamic height is computed by dividing the NAVD 88
 PP1052.geopotential number by the normal gravity value computed on the
 PP1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1052.degrees latitude (g = 980.6199 gals.).
 PP1052
 PP1052.The modeled gravity was interpolated from observed gravity values.
 PP1052
 PP1052;                    North         East    Units  Estimated Accuracy
 PP1052;SPC MN S     -   318,590.      860,860.      MT  (+/- 180 meters Scaled)
 PP1052
 PP1052                          SUPERSEDED SURVEY CONTROL
 PP1052
 PP1052  NGVD 29 (??/??/92)  250.831  (m)          822.93   (f) ADJ UNCH    2 0
 PP1052
 PP1052.Superseded values are not recommended for survey control.
 PP1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1052.See file dsdata.txt to determine how the superseded data were derived.
 PP1052
 PP1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK819790(NAD 83)
 PP1052_MARKER: DD = SURVEY DISK
 PP1052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1052_SP_SET: BRIDGE
 PP1052_STAMPING: 2781 DARTMOUTH 1
 PP1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1052
 PP1052  HISTORY     - Date     Condition        Report By
 PP1052  HISTORY     - UNK      MONUMENTED       MNDT
 PP1052  HISTORY     - 1969     GOOD             MNDT
 PP1052  HISTORY     - 1985     GOOD             USPSQD
 PP1052
 PP1052                          STATION DESCRIPTION
 PP1052
 PP1052'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1052'IN MINNEAPOLIS.
 PP1052'STANDARD DISK IN THE NORTHWEST CORNER OF BRIDGE NO. 9350 I.R. 94 OVER
 PP1052'THE MISSISSIPPI RIVER (DARTMOUTH BRIDGE).
 PP1052
 PP1052                          STATION RECOVERY (1985)
 PP1052
 PP1052'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1053 ***********************************************************************
 PP1053  DESIGNATION -  2781 DARTMOUTH 2
 PP1053  PID         -  PP1053
 PP1053  STATE/COUNTY-  MN/HENNEPIN
 PP1053  USGS QUAD   -  ST PAUL WEST (1993)
 PP1053
 PP1053                         *CURRENT SURVEY CONTROL
 PP1053  ___________________________________________________________________
 PP1053* NAD 83(1986)-  44 58 01.     (N)    093 13 27.     (W)     SCALED    
 PP1053* NAVD 88     -       247.052  (meters)     810.54   (feet)  ADJUSTED  
 PP1053  ___________________________________________________________________
 PP1053  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 PP1053  DYNAMIC HT  -         247.045 (meters)     810.51  (feet)  COMP
 PP1053  MODELED GRAV-     980,582.1   (mgal)                       NAVD 88
 PP1053
 PP1053  VERT ORDER  -  SECOND    CLASS 0
 PP1053
 PP1053.The horizontal coordinates were scaled from a topographic map and have
 PP1053.an estimated accuracy of +/- 6 seconds.
 PP1053
 PP1053.The orthometric height was determined by differential leveling
 PP1053.and adjusted by the National Geodetic Survey in June 1991..
 PP1053
 PP1053.The geoid height was determined by GEOID03.
 PP1053
 PP1053.The dynamic height is computed by dividing the NAVD 88
 PP1053.geopotential number by the normal gravity value computed on the
 PP1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1053.degrees latitude (g = 980.6199 gals.).
 PP1053
 PP1053.The modeled gravity was interpolated from observed gravity values.
 PP1053
 PP1053;                    North         East    Units  Estimated Accuracy
 PP1053;SPC MN S     -   318,840.      861,200.      MT  (+/- 180 meters Scaled)
 PP1053
 PP1053                          SUPERSEDED SURVEY CONTROL
 PP1053
 PP1053  NGVD 29 (??/??/92)  246.997  (m)          810.36   (f) ADJ UNCH    2 0
 PP1053
 PP1053.Superseded values are not recommended for survey control.
 PP1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1053.See file dsdata.txt to determine how the superseded data were derived.
 PP1053
 PP1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK823793(NAD 83)
 PP1053_MARKER: DD = SURVEY DISK
 PP1053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1053_SP_SET: BRIDGE
 PP1053_STAMPING: 2781 DARTMOUTH 2
 PP1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1053
 PP1053  HISTORY     - Date     Condition        Report By
 PP1053  HISTORY     - UNK      MONUMENTED       MNDT
 PP1053  HISTORY     - 1969     GOOD             MNDT
 PP1053
 PP1053                          STATION DESCRIPTION
 PP1053
 PP1053'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1053'IN MINNEAPOLIS.
 PP1053'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 9350 I.R. 94 OVER
 PP1053'THE MISSISSIPPI RIVER (DARTMOUTH BRIDGE) EAST SIDE OF THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1006 ***********************************************************************
 PP1006  DESIGNATION -  2781 R 1
 PP1006  PID         -  PP1006
 PP1006  STATE/COUNTY-  MN/HENNEPIN
 PP1006  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1006
 PP1006                         *CURRENT SURVEY CONTROL
 PP1006  ___________________________________________________________________
 PP1006* NAD 83(1986)-  44 58 32.     (N)    093 17 11.     (W)     SCALED    
 PP1006* NAVD 88     -       264.711  (meters)     868.47   (feet)  ADJUSTED  
 PP1006  ___________________________________________________________________
 PP1006  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP1006  DYNAMIC HT  -         264.705 (meters)     868.45  (feet)  COMP
 PP1006  MODELED GRAV-     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
 PP1006.and adjusted by the National Geodetic Survey in June 1991..
 PP1006
 PP1006.The geoid height was determined by GEOID03.
 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     -   319,760.      856,290.      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: 15TVK774802(NAD 83)
 PP1006_MARKER: DD = SURVEY DISK
 PP1006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1006_SP_SET: BRIDGE
 PP1006_STAMPING: 2781R1 1969
 PP1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1006
 PP1006  HISTORY     - Date     Condition        Report By
 PP1006  HISTORY     - 1969     MONUMENTED       MNDT
 PP1006
 PP1006                          STATION DESCRIPTION
 PP1006
 PP1006'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0935 ***********************************************************************
 PP0935  DESIGNATION -  2781 R 10
 PP0935  PID         -  PP0935
 PP0935  STATE/COUNTY-  MN/HENNEPIN
 PP0935  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP0935
 PP0935                         *CURRENT SURVEY CONTROL
 PP0935  ___________________________________________________________________
 PP0935* NAD 83(1986)-  44 58 17.     (N)    093 17 44.     (W)     SCALED    
 PP0935* NAVD 88     -       253.234  (meters)     830.82   (feet)  ADJUSTED  
 PP0935  ___________________________________________________________________
 PP0935  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 PP0935  DYNAMIC HT  -         253.227 (meters)     830.80  (feet)  COMP
 PP0935  MODELED GRAV-     980,585.5   (mgal)                       NAVD 88
 PP0935
 PP0935  VERT ORDER  -  SECOND    CLASS 0
 PP0935
 PP0935.The horizontal coordinates were scaled from a topographic map and have
 PP0935.an estimated accuracy of +/- 6 seconds.
 PP0935
 PP0935.The orthometric height was determined by differential leveling
 PP0935.and adjusted by the National Geodetic Survey in June 1991..
 PP0935
 PP0935.The geoid height was determined by GEOID03.
 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     -   319,290.      855,570.      MT  (+/- 180 meters Scaled)
 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: 15TVK766798(NAD 83)
 PP0935_MARKER: DD = SURVEY DISK
 PP0935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0935_SP_SET: BRIDGE
 PP0935_STAMPING: 2781-R 10 1970
 PP0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0935
 PP0935  HISTORY     - Date     Condition        Report By
 PP0935  HISTORY     - 1970     MONUMENTED       MNDT
 PP0935
 PP0935                          STATION DESCRIPTION
 PP0935
 PP0935'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0936 ***********************************************************************
 PP0936  DESIGNATION -  2781 R 11
 PP0936  PID         -  PP0936
 PP0936  STATE/COUNTY-  MN/HENNEPIN
 PP0936  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP0936
 PP0936                         *CURRENT SURVEY CONTROL
 PP0936  ___________________________________________________________________
 PP0936* NAD 83(1986)-  44 58 17.     (N)    093 17 49.     (W)     SCALED    
 PP0936* NAVD 88     -       253.420  (meters)     831.43   (feet)  ADJUSTED  
 PP0936  ___________________________________________________________________
 PP0936  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 PP0936  DYNAMIC HT  -         253.414 (meters)     831.41  (feet)  COMP
 PP0936  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 PP0936
 PP0936  VERT ORDER  -  SECOND    CLASS 0
 PP0936
 PP0936.The horizontal coordinates were scaled from a topographic map and have
 PP0936.an estimated accuracy of +/- 6 seconds.
 PP0936
 PP0936.The orthometric height was determined by differential leveling
 PP0936.and adjusted by the National Geodetic Survey in June 1991..
 PP0936
 PP0936.The geoid height was determined by GEOID03.
 PP0936
 PP0936.The dynamic height is computed by dividing the NAVD 88
 PP0936.geopotential number by the normal gravity value computed on the
 PP0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0936.degrees latitude (g = 980.6199 gals.).
 PP0936
 PP0936.The modeled gravity was interpolated from observed gravity values.
 PP0936
 PP0936;                    North         East    Units  Estimated Accuracy
 PP0936;SPC MN S     -   319,290.      855,460.      MT  (+/- 180 meters Scaled)
 PP0936
 PP0936                          SUPERSEDED SURVEY CONTROL
 PP0936
 PP0936  NGVD 29 (??/??/92)  253.366  (m)          831.25   (f) ADJ UNCH    2 0
 PP0936
 PP0936.Superseded values are not recommended for survey control.
 PP0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0936.See file dsdata.txt to determine how the superseded data were derived.
 PP0936
 PP0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK765798(NAD 83)
 PP0936_MARKER: DB = BENCH MARK DISK
 PP0936_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP0936_SP_SET: BRIDGE RAMP
 PP0936_STAMPING: 2781 R 11 1970
 PP0936_MARK LOGO: MNHD  
 PP0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0936+STABILITY: SURFACE MOTION
 PP0936
 PP0936  HISTORY     - Date     Condition        Report By
 PP0936  HISTORY     - 1970     MONUMENTED       MNDT
 PP0936
 PP0936                          STATION DESCRIPTION
 PP0936
 PP0936'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0936'IN MINNEAPOLIS.
 PP0936'STD. DISK IN THE N.E. CORNER OF THE N.W. RAMP OF BRIDGE NO. 27831 IN
 PP0936'THE CENTER OF SECTION 28 WAYZATA BLVD. W.B. ENTRANCE TO WEST BOUND
 PP0936'T.H. 12.  SECTION 28, T 29N, R 24W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0937 ***********************************************************************
 PP0937  DESIGNATION -  2781 R 12
 PP0937  PID         -  PP0937
 PP0937  STATE/COUNTY-  MN/HENNEPIN
 PP0937  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP0937
 PP0937                         *CURRENT SURVEY CONTROL
 PP0937  ___________________________________________________________________
 PP0937* NAD 83(1986)-  44 58 12.     (N)    093 17 57.     (W)     SCALED    
 PP0937* NAVD 88     -       258.543  (meters)     848.24   (feet)  ADJUSTED  
 PP0937  ___________________________________________________________________
 PP0937  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 PP0937  DYNAMIC HT  -         258.537 (meters)     848.22  (feet)  COMP
 PP0937  MODELED GRAV-     980,585.4   (mgal)                       NAVD 88
 PP0937
 PP0937  VERT ORDER  -  SECOND    CLASS 0
 PP0937
 PP0937.The horizontal coordinates were scaled from a topographic map and have
 PP0937.an estimated accuracy of +/- 6 seconds.
 PP0937
 PP0937.The orthometric height was determined by differential leveling
 PP0937.and adjusted by the National Geodetic Survey in June 1991..
 PP0937
 PP0937.The geoid height was determined by GEOID03.
 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     -   319,130.      855,280.      MT  (+/- 180 meters Scaled)
 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: 15TVK764796(NAD 83)
 PP0937_MARKER: DD = SURVEY DISK
 PP0937_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0937_SP_SET: BRIDGE
 PP0937_STAMPING: 2781-R 12 1970
 PP0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0937
 PP0937  HISTORY     - Date     Condition        Report By
 PP0937  HISTORY     - 1970     MONUMENTED       MNDT
 PP0937
 PP0937                          STATION DESCRIPTION
 PP0937
 PP0937'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1007 ***********************************************************************
 PP1007  DESIGNATION -  2781 R 2
 PP1007  PID         -  PP1007
 PP1007  STATE/COUNTY-  MN/HENNEPIN
 PP1007  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1007
 PP1007                         *CURRENT SURVEY CONTROL
 PP1007  ___________________________________________________________________
 PP1007* NAD 83(1996)-  44 58 30.73061(N)    093 17 17.63452(W)     ADJUSTED  
 PP1007* NAVD 88     -       261.852  (meters)     859.09   (feet)  ADJUSTED  
 PP1007  ___________________________________________________________________
 PP1007  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 PP1007  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP1007  DYNAMIC HT  -         261.846 (meters)     859.07  (feet)  COMP
 PP1007  MODELED GRAV-     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
 PP1007.and adjusted by the National Geodetic Survey in June 1991..
 PP1007
 PP1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1007
 PP1007.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1007;SPC MN S     -   319,715.582   856,141.702   MT  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     -   0.99996319  x   0.99995619  =   0.99991938
 PP1007!UTM  15      -   0.99996319  x   0.99960635  =   0.99956955
 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_MARKER: DD = SURVEY DISK
 PP1007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1007_SP_SET: BRIDGE
 PP1007_STAMPING: 2781R2 1969
 PP1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1007
 PP1007  HISTORY     - Date     Condition        Report By
 PP1007  HISTORY     - 1969     MONUMENTED       MNDT
 PP1007  HISTORY     - 1970     GOOD             NGS
 PP1007  HISTORY     - 1974     GOOD             MNHD
 PP1007
 PP1007                          STATION DESCRIPTION
 PP1007
 PP1007'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1008 ***********************************************************************
 PP1008  DESIGNATION -  2781 R 3
 PP1008  PID         -  PP1008
 PP1008  STATE/COUNTY-  MN/HENNEPIN
 PP1008  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1008
 PP1008                         *CURRENT SURVEY CONTROL
 PP1008  ___________________________________________________________________
 PP1008* NAD 83(1986)-  44 58 28.     (N)    093 17 12.     (W)     SCALED    
 PP1008* NAVD 88     -       261.375  (meters)     857.53   (feet)  ADJUSTED  
 PP1008  ___________________________________________________________________
 PP1008  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP1008  DYNAMIC HT  -         261.369 (meters)     857.51  (feet)  COMP
 PP1008  MODELED GRAV-     980,585.7   (mgal)                       NAVD 88
 PP1008
 PP1008  VERT ORDER  -  SECOND    CLASS 0
 PP1008
 PP1008.The horizontal coordinates were scaled from a topographic map and have
 PP1008.an estimated accuracy of +/- 6 seconds.
 PP1008
 PP1008.The orthometric height was determined by differential leveling
 PP1008.and adjusted by the National Geodetic Survey in June 1991..
 PP1008
 PP1008.The geoid height was determined by GEOID03.
 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     -   319,630.      856,270.      MT  (+/- 180 meters Scaled)
 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: 15TVK773801(NAD 83)
 PP1008_MARKER: DD = SURVEY DISK
 PP1008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1008_SP_SET: BRIDGE
 PP1008_STAMPING: 2781R3
 PP1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1008
 PP1008  HISTORY     - Date     Condition        Report By
 PP1008  HISTORY     - UNK      MONUMENTED       MNDT
 PP1008  HISTORY     - 1969     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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0931 ***********************************************************************
 PP0931  DESIGNATION -  2781 R 6
 PP0931  PID         -  PP0931
 PP0931  STATE/COUNTY-  MN/HENNEPIN
 PP0931  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP0931
 PP0931                         *CURRENT SURVEY CONTROL
 PP0931  ___________________________________________________________________
 PP0931* NAD 83(1986)-  44 58 28.     (N)    093 17 23.     (W)     SCALED    
 PP0931* NAVD 88     -       259.143  (meters)     850.21   (feet)  ADJUSTED  
 PP0931  ___________________________________________________________________
 PP0931  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP0931  DYNAMIC HT  -         259.137 (meters)     850.19  (feet)  COMP
 PP0931  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 PP0931
 PP0931  VERT ORDER  -  SECOND    CLASS 0
 PP0931
 PP0931.The horizontal coordinates were scaled from a topographic map and have
 PP0931.an estimated accuracy of +/- 6 seconds.
 PP0931
 PP0931.The orthometric height was determined by differential leveling
 PP0931.and adjusted by the National Geodetic Survey in June 1991..
 PP0931
 PP0931.The geoid height was determined by GEOID03.
 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     -   319,630.      856,030.      MT  (+/- 180 meters Scaled)
 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: 15TVK771801(NAD 83)
 PP0931_MARKER: Z = SEE DESCRIPTION
 PP0931_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0931_SP_SET: BRIDGE
 PP0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0931
 PP0931  HISTORY     - Date     Condition        Report By
 PP0931  HISTORY     - UNK      MONUMENTED       MNDT
 PP0931  HISTORY     - 1970     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0932 ***********************************************************************
 PP0932  DESIGNATION -  2781 R 7
 PP0932  PID         -  PP0932
 PP0932  STATE/COUNTY-  MN/HENNEPIN
 PP0932  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP0932
 PP0932                         *CURRENT SURVEY CONTROL
 PP0932  ___________________________________________________________________
 PP0932* NAD 83(1986)-  44 58 29.     (N)    093 17 31.     (W)     SCALED    
 PP0932* NAVD 88     -       258.041  (meters)     846.59   (feet)  ADJUSTED  
 PP0932  ___________________________________________________________________
 PP0932  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 PP0932  DYNAMIC HT  -         258.035 (meters)     846.57  (feet)  COMP
 PP0932  MODELED GRAV-     980,585.9   (mgal)                       NAVD 88
 PP0932
 PP0932  VERT ORDER  -  SECOND    CLASS 0
 PP0932
 PP0932.The horizontal coordinates were scaled from a topographic map and have
 PP0932.an estimated accuracy of +/- 6 seconds.
 PP0932
 PP0932.The orthometric height was determined by differential leveling
 PP0932.and adjusted by the National Geodetic Survey in June 1991..
 PP0932
 PP0932.The geoid height was determined by GEOID03.
 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     -   319,660.      855,850.      MT  (+/- 180 meters Scaled)
 PP0932
 PP0932                          SUPERSEDED SURVEY CONTROL
 PP0932
 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: 15TVK769801(NAD 83)
 PP0932_MARKER: DD = SURVEY DISK
 PP0932_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0932_SP_SET: BRIDGE
 PP0932_STAMPING: 2781-R7 1970
 PP0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0932
 PP0932  HISTORY     - Date     Condition        Report By
 PP0932  HISTORY     - 1970     MONUMENTED       MNDT
 PP0932
 PP0932                          STATION DESCRIPTION
 PP0932
 PP0932'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0933 ***********************************************************************
 PP0933  DESIGNATION -  2781 R 8
 PP0933  PID         -  PP0933
 PP0933  STATE/COUNTY-  MN/HENNEPIN
 PP0933  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP0933
 PP0933                         *CURRENT SURVEY CONTROL
 PP0933  ___________________________________________________________________
 PP0933* NAD 83(1986)-  44 58 26.     (N)    093 17 30.     (W)     SCALED    
 PP0933* NAVD 88     -       257.002  (meters)     843.18   (feet)  ADJUSTED  
 PP0933  ___________________________________________________________________
 PP0933  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 PP0933  DYNAMIC HT  -         256.996 (meters)     843.16  (feet)  COMP
 PP0933  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 PP0933
 PP0933  VERT ORDER  -  SECOND    CLASS 0
 PP0933
 PP0933.The horizontal coordinates were scaled from a topographic map and have
 PP0933.an estimated accuracy of +/- 6 seconds.
 PP0933
 PP0933.The orthometric height was determined by differential leveling
 PP0933.and adjusted by the National Geodetic Survey in June 1991..
 PP0933
 PP0933.The geoid height was determined by GEOID03.
 PP0933
 PP0933.The dynamic height is computed by dividing the NAVD 88
 PP0933.geopotential number by the normal gravity value computed on the
 PP0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0933.degrees latitude (g = 980.6199 gals.).
 PP0933
 PP0933.The modeled gravity was interpolated from observed gravity values.
 PP0933
 PP0933;                    North         East    Units  Estimated Accuracy
 PP0933;SPC MN S     -   319,570.      855,870.      MT  (+/- 180 meters Scaled)
 PP0933
 PP0933                          SUPERSEDED SURVEY CONTROL
 PP0933
 PP0933  NGVD 29 (??/??/92)  256.948  (m)          843.00   (f) ADJ UNCH    2 0
 PP0933
 PP0933.Superseded values are not recommended for survey control.
 PP0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0933.See file dsdata.txt to determine how the superseded data were derived.
 PP0933
 PP0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK770800(NAD 83)
 PP0933_MARKER: Z = SEE DESCRIPTION
 PP0933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0933_SP_SET: BRIDGE
 PP0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0933
 PP0933  HISTORY     - Date     Condition        Report By
 PP0933  HISTORY     - UNK      MONUMENTED       MNDT
 PP0933  HISTORY     - 1970     GOOD             MNDT
 PP0933
 PP0933                          STATION DESCRIPTION
 PP0933
 PP0933'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0933'IN MINNEAPOLIS.
 PP0933'BRASS PLUG IN THE S.E. CORNER OF BRIDGE NO. 27831 IN THE N.E. 1/4 OF
 PP0933'SECTION 28 T.H. 12 OVER WAYZATA BLVD.  SECTION 28, T 29N, R 24W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1011 ***********************************************************************
 PP1011  DESIGNATION -  2781 S
 PP1011  PID         -  PP1011
 PP1011  STATE/COUNTY-  MN/HENNEPIN
 PP1011  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1011
 PP1011                         *CURRENT SURVEY CONTROL
 PP1011  ___________________________________________________________________
 PP1011* NAD 83(1986)-  44 58 19.     (N)    093 17 15.     (W)     SCALED    
 PP1011* NAVD 88     -       256.848  (meters)     842.68   (feet)  ADJUSTED  
 PP1011  ___________________________________________________________________
 PP1011  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP1011  DYNAMIC HT  -         256.842 (meters)     842.66  (feet)  COMP
 PP1011  MODELED GRAV-     980,585.3   (mgal)                       NAVD 88
 PP1011
 PP1011  VERT ORDER  -  SECOND    CLASS 0
 PP1011
 PP1011.The horizontal coordinates were scaled from a topographic map and have
 PP1011.an estimated accuracy of +/- 6 seconds.
 PP1011
 PP1011.The orthometric height was determined by differential leveling
 PP1011.and adjusted by the National Geodetic Survey in June 1991..
 PP1011
 PP1011.The geoid height was determined by GEOID03.
 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     -   319,350.      856,200.      MT  (+/- 180 meters Scaled)
 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: 15TVK773798(NAD 83)
 PP1011_MARKER: DD = SURVEY DISK
 PP1011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1011_SP_SET: BRIDGE
 PP1011_STAMPING: 2781S
 PP1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1011
 PP1011  HISTORY     - Date     Condition        Report By
 PP1011  HISTORY     - UNK      MONUMENTED       MNDT
 PP1011  HISTORY     - 1969     GOOD             MNDT
 PP1011  HISTORY     - 1985     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1015 ***********************************************************************
 PP1015  DESIGNATION -  2781 T 1
 PP1015  PID         -  PP1015
 PP1015  STATE/COUNTY-  MN/HENNEPIN
 PP1015  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1015
 PP1015                         *CURRENT SURVEY CONTROL
 PP1015  ___________________________________________________________________
 PP1015* NAD 83(1986)-  44 57 52.     (N)    093 17 17.     (W)     SCALED    
 PP1015* NAVD 88     -       268.895  (meters)     882.20   (feet)  ADJUSTED  
 PP1015  ___________________________________________________________________
 PP1015  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 PP1015  DYNAMIC HT  -         268.888 (meters)     882.18  (feet)  COMP
 PP1015  MODELED GRAV-     980,584.3   (mgal)                       NAVD 88
 PP1015
 PP1015  VERT ORDER  -  SECOND    CLASS 0
 PP1015
 PP1015.The horizontal coordinates were scaled from a topographic map and have
 PP1015.an estimated accuracy of +/- 6 seconds.
 PP1015
 PP1015.The orthometric height was determined by differential leveling
 PP1015.and adjusted by the National Geodetic Survey in June 1991..
 PP1015
 PP1015.The geoid height was determined by GEOID03.
 PP1015
 PP1015.The dynamic height is computed by dividing the NAVD 88
 PP1015.geopotential number by the normal gravity value computed on the
 PP1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1015.degrees latitude (g = 980.6199 gals.).
 PP1015
 PP1015.The modeled gravity was interpolated from observed gravity values.
 PP1015
 PP1015;                    North         East    Units  Estimated Accuracy
 PP1015;SPC MN S     -   318,520.      856,170.      MT  (+/- 180 meters Scaled)
 PP1015
 PP1015                          SUPERSEDED SURVEY CONTROL
 PP1015
 PP1015  NGVD 29 (??/??/92)  268.839  (m)          882.02   (f) ADJ UNCH    2 0
 PP1015
 PP1015.Superseded values are not recommended for survey control.
 PP1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1015.See file dsdata.txt to determine how the superseded data were derived.
 PP1015
 PP1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK772790(NAD 83)
 PP1015_MARKER: DD = SURVEY DISK
 PP1015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1015_SP_SET: BRIDGE
 PP1015_STAMPING: 2781T1
 PP1015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1015
 PP1015  HISTORY     - Date     Condition        Report By
 PP1015  HISTORY     - UNK      MONUMENTED       MNDT
 PP1015  HISTORY     - 1969     GOOD             MNDT
 PP1015  HISTORY     - 1985     GOOD             USPSQD
 PP1015  HISTORY     - 1985     GOOD             USPSQD
 PP1015
 PP1015                          STATION DESCRIPTION
 PP1015
 PP1015'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1015'IN MINNEAPOLIS.
 PP1015'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27099 LYNDALE
 PP1015'AVENUE OVER HENNEPIN AVENUE (BOTTLENECK).
 PP1015
 PP1015                          STATION RECOVERY (1985)
 PP1015
 PP1015'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1015'MARK LOCATED IN SOUTHEAST CORNER OF BRIDGE IN ABUTMENT.
 PP1015
 PP1015                          STATION RECOVERY (1985)
 PP1015
 PP1015'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1015'MARK LOCATED IN SOUTHEAST CORNER OF BRIDGE IN ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1016 ***********************************************************************
 PP1016  DESIGNATION -  2781 T 2
 PP1016  PID         -  PP1016
 PP1016  STATE/COUNTY-  MN/HENNEPIN
 PP1016  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1016
 PP1016                         *CURRENT SURVEY CONTROL
 PP1016  ___________________________________________________________________
 PP1016* NAD 83(1996)-  44 57 55.45284(N)    093 17 15.12001(W)     ADJUSTED  
 PP1016* NAVD 88     -       275.425  (meters)     903.62   (feet)  ADJUSTED  
 PP1016  ___________________________________________________________________
 PP1016  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 PP1016  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP1016  DYNAMIC HT  -         275.419 (meters)     903.60  (feet)  COMP
 PP1016  MODELED GRAV-     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
 PP1016.and adjusted by the National Geodetic Survey in June 1991..
 PP1016
 PP1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1016
 PP1016.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1016;SPC MN S     -   318,627.135   856,206.285   MT  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     -   0.99996106  x   0.99995479  =   0.99991585
 PP1016!UTM  15      -   0.99996106  x   0.99960632  =   0.99956739
 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_MARKER: DD = SURVEY DISK
 PP1016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1016_SP_SET: BRIDGE
 PP1016_STAMPING: 2781T2
 PP1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1014 ***********************************************************************
 PP1014  DESIGNATION -  2781 T 3
 PP1014  PID         -  PP1014
 PP1014  STATE/COUNTY-  MN/HENNEPIN
 PP1014  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1014
 PP1014                         *CURRENT SURVEY CONTROL
 PP1014  ___________________________________________________________________
 PP1014* NAD 83(1986)-  44 57 52.     (N)    093 17 17.     (W)     SCALED    
 PP1014* NAVD 88     -       271.648  (meters)     891.23   (feet)  ADJUSTED  
 PP1014  ___________________________________________________________________
 PP1014  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 PP1014  DYNAMIC HT  -         271.641 (meters)     891.21  (feet)  COMP
 PP1014  MODELED GRAV-     980,584.3   (mgal)                       NAVD 88
 PP1014
 PP1014  VERT ORDER  -  SECOND    CLASS 0
 PP1014
 PP1014.The horizontal coordinates were scaled from a topographic map and have
 PP1014.an estimated accuracy of +/- 6 seconds.
 PP1014
 PP1014.The orthometric height was determined by differential leveling
 PP1014.and adjusted by the National Geodetic Survey in June 1991..
 PP1014
 PP1014.The geoid height was determined by GEOID03.
 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     -   318,520.      856,170.      MT  (+/- 180 meters Scaled)
 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: 15TVK772790(NAD 83)
 PP1014_MARKER: DD = SURVEY DISK
 PP1014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1014_SP_SET: BRIDGE
 PP1014_STAMPING: 2781T3
 PP1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1014
 PP1014  HISTORY     - Date     Condition        Report By
 PP1014  HISTORY     - UNK      MONUMENTED       MNDT
 PP1014  HISTORY     - 1969     GOOD             MNDT
 PP1014  HISTORY     - 1985     GOOD             USPSQD
 PP1014  HISTORY     - 1985     GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1017 ***********************************************************************
 PP1017  DESIGNATION -  2781 T 4
 PP1017  PID         -  PP1017
 PP1017  STATE/COUNTY-  MN/HENNEPIN
 PP1017  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1017
 PP1017                         *CURRENT SURVEY CONTROL
 PP1017  ___________________________________________________________________
 PP1017* NAD 83(1986)-  44 57 51.     (N)    093 17 16.     (W)     SCALED    
 PP1017* NAVD 88     -       271.115  (meters)     889.48   (feet)  ADJUSTED  
 PP1017  ___________________________________________________________________
 PP1017  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP1017  DYNAMIC HT  -         271.108 (meters)     889.46  (feet)  COMP
 PP1017  MODELED GRAV-     980,584.3   (mgal)                       NAVD 88
 PP1017
 PP1017  VERT ORDER  -  SECOND    CLASS 0
 PP1017
 PP1017.The horizontal coordinates were scaled from a topographic map and have
 PP1017.an estimated accuracy of +/- 6 seconds.
 PP1017
 PP1017.The orthometric height was determined by differential leveling
 PP1017.and adjusted by the National Geodetic Survey in June 1991..
 PP1017
 PP1017.The geoid height was determined by GEOID03.
 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     -   318,490.      856,190.      MT  (+/- 180 meters Scaled)
 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: 15TVK773790(NAD 83)
 PP1017_MARKER: DD = SURVEY DISK
 PP1017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1017_SP_SET: BRIDGE
 PP1017_STAMPING: 2781T4
 PP1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1017
 PP1017  HISTORY     - Date     Condition        Report By
 PP1017  HISTORY     - UNK      MONUMENTED       MNDT
 PP1017  HISTORY     - 1969     GOOD             MNDT
 PP1017  HISTORY     - 1985     GOOD             USPSQD
 PP1017  HISTORY     - 1985     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1018 ***********************************************************************
 PP1018  DESIGNATION -  2781 U
 PP1018  PID         -  PP1018
 PP1018  STATE/COUNTY-  MN/HENNEPIN
 PP1018  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1018
 PP1018                         *CURRENT SURVEY CONTROL
 PP1018  ___________________________________________________________________
 PP1018* NAD 83(1986)-  44 57 52.     (N)    093 16 57.     (W)     SCALED    
 PP1018* NAVD 88     -       272.742  (meters)     894.82   (feet)  ADJUSTED  
 PP1018  ___________________________________________________________________
 PP1018  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP1018  DYNAMIC HT  -         272.735 (meters)     894.80  (feet)  COMP
 PP1018  MODELED GRAV-     980,584.2   (mgal)                       NAVD 88
 PP1018
 PP1018  VERT ORDER  -  SECOND    CLASS 0
 PP1018
 PP1018.The horizontal coordinates were scaled from a topographic map and have
 PP1018.an estimated accuracy of +/- 6 seconds.
 PP1018
 PP1018.The orthometric height was determined by differential leveling
 PP1018.and adjusted by the National Geodetic Survey in June 1991..
 PP1018
 PP1018.The geoid height was determined by GEOID03.
 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     -   318,520.      856,600.      MT  (+/- 180 meters Scaled)
 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: 15TVK777790(NAD 83)
 PP1018_MARKER: DD = SURVEY DISK
 PP1018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1018_SP_SET: BRIDGE
 PP1018_STAMPING: 2781U
 PP1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1018
 PP1018  HISTORY     - Date     Condition        Report By
 PP1018  HISTORY     - UNK      MONUMENTED       MNDT
 PP1018  HISTORY     - 1969     GOOD             MNDT
 PP1018  HISTORY     - 1985     GOOD             USPSQD
 PP1018  HISTORY     - 1985     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1020 ***********************************************************************
 PP1020  DESIGNATION -  2781 W
 PP1020  PID         -  PP1020
 PP1020  STATE/COUNTY-  MN/HENNEPIN
 PP1020  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1020
 PP1020                         *CURRENT SURVEY CONTROL
 PP1020  ___________________________________________________________________
 PP1020* NAD 83(1986)-  44 57 57.     (N)    093 16 39.     (W)     SCALED    
 PP1020* NAVD 88     -       261.014  (meters)     856.34   (feet)  ADJUSTED  
 PP1020  ___________________________________________________________________
 PP1020  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP1020  DYNAMIC HT  -         261.008 (meters)     856.32  (feet)  COMP
 PP1020  MODELED GRAV-     980,584.2   (mgal)                       NAVD 88
 PP1020
 PP1020  VERT ORDER  -  SECOND    CLASS 0
 PP1020
 PP1020.The horizontal coordinates were scaled from a topographic map and have
 PP1020.an estimated accuracy of +/- 6 seconds.
 PP1020
 PP1020.The orthometric height was determined by differential leveling
 PP1020.and adjusted by the National Geodetic Survey in June 1991..
 PP1020
 PP1020.The geoid height was determined by GEOID03.
 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     -   318,680.      857,000.      MT  (+/- 180 meters Scaled)
 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: 15TVK781791(NAD 83)
 PP1020_MARKER: DD = SURVEY DISK
 PP1020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1020_SP_SET: BRIDGE
 PP1020_STAMPING: 2781W
 PP1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1020
 PP1020  HISTORY     - Date     Condition        Report By
 PP1020  HISTORY     - UNK      MONUMENTED       MNDT
 PP1020  HISTORY     - 1985     GOOD             USPSQD
 PP1020
 PP1020                          STATION DESCRIPTION
 PP1020
 PP1020'DESCRIBED BY MN DEPT OF TRANSP UNK
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1021 ***********************************************************************
 PP1021  DESIGNATION -  2781 X
 PP1021  PID         -  PP1021
 PP1021  STATE/COUNTY-  MN/HENNEPIN
 PP1021  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1021
 PP1021                         *CURRENT SURVEY CONTROL
 PP1021  ___________________________________________________________________
 PP1021* NAD 83(1986)-  44 58 00.     (N)    093 16 35.     (W)     SCALED    
 PP1021* NAVD 88     -       261.021  (meters)     856.37   (feet)  ADJUSTED  
 PP1021  ___________________________________________________________________
 PP1021  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP1021  DYNAMIC HT  -         261.014 (meters)     856.34  (feet)  COMP
 PP1021  MODELED GRAV-     980,584.2   (mgal)                       NAVD 88
 PP1021
 PP1021  VERT ORDER  -  SECOND    CLASS 0
 PP1021
 PP1021.The horizontal coordinates were scaled from a topographic map and have
 PP1021.an estimated accuracy of +/- 6 seconds.
 PP1021
 PP1021.The orthometric height was determined by differential leveling
 PP1021.and adjusted by the National Geodetic Survey in June 1991..
 PP1021
 PP1021.The geoid height was determined by GEOID03.
 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     -   318,780.      857,080.      MT  (+/- 180 meters Scaled)
 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: 15TVK782792(NAD 83)
 PP1021_MARKER: DD = SURVEY DISK
 PP1021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1021_SP_SET: BRIDGE
 PP1021_STAMPING: 2781X
 PP1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1021
 PP1021  HISTORY     - Date     Condition        Report By
 PP1021  HISTORY     - UNK      MONUMENTED       MNDT
 PP1021  HISTORY     - 1969     GOOD             MNDT
 PP1021  HISTORY     - 1985     GOOD             USPSQD
 PP1021  HISTORY     - 1985     GOOD             USPSQD
 PP1021  HISTORY     - 1991     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1027 ***********************************************************************
 PP1027  DESIGNATION -  2781 X 5
 PP1027  PID         -  PP1027
 PP1027  STATE/COUNTY-  MN/HENNEPIN
 PP1027  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1027
 PP1027                         *CURRENT SURVEY CONTROL
 PP1027  ___________________________________________________________________
 PP1027* NAD 83(1986)-  44 58 01.     (N)    093 16 11.     (W)     SCALED    
 PP1027* NAVD 88     -       260.421  (meters)     854.40   (feet)  ADJUSTED  
 PP1027  ___________________________________________________________________
 PP1027  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 PP1027  DYNAMIC HT  -         260.414 (meters)     854.37  (feet)  COMP
 PP1027  MODELED GRAV-     980,584.0   (mgal)                       NAVD 88
 PP1027
 PP1027  VERT ORDER  -  SECOND    CLASS 0
 PP1027
 PP1027.The horizontal coordinates were scaled from a topographic map and have
 PP1027.an estimated accuracy of +/- 6 seconds.
 PP1027
 PP1027.The orthometric height was determined by differential leveling
 PP1027.and adjusted by the National Geodetic Survey in June 1991..
 PP1027
 PP1027.The geoid height was determined by GEOID03.
 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     -   318,810.      857,610.      MT  (+/- 180 meters Scaled)
 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: 15TVK787793(NAD 83)
 PP1027_MARKER: DD = SURVEY DISK
 PP1027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1027_SP_SET: BRIDGE
 PP1027_STAMPING: 2781-X5 1969
 PP1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1027
 PP1027  HISTORY     - Date     Condition        Report By
 PP1027  HISTORY     - 1969     MONUMENTED       MNDT
 PP1027  HISTORY     - 1985     GOOD             USPSQD
 PP1027  HISTORY     - 1991     GOOD             USPSQD
 PP1027
 PP1027                          STATION DESCRIPTION
 PP1027
 PP1027'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1022 ***********************************************************************
 PP1022  DESIGNATION -  2781 Y
 PP1022  PID         -  PP1022
 PP1022  STATE/COUNTY-  MN/HENNEPIN
 PP1022  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1022
 PP1022                         *CURRENT SURVEY CONTROL
 PP1022  ___________________________________________________________________
 PP1022* NAD 83(1986)-  44 58 02.     (N)    093 16 22.     (W)     SCALED    
 PP1022* NAVD 88     -       260.949  (meters)     856.13   (feet)  ADJUSTED  
 PP1022  ___________________________________________________________________
 PP1022  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 PP1022  DYNAMIC HT  -         260.942 (meters)     856.11  (feet)  COMP
 PP1022  MODELED GRAV-     980,584.2   (mgal)                       NAVD 88
 PP1022
 PP1022  VERT ORDER  -  SECOND    CLASS 0
 PP1022
 PP1022.The horizontal coordinates were scaled from a topographic map and have
 PP1022.an estimated accuracy of +/- 6 seconds.
 PP1022
 PP1022.The orthometric height was determined by differential leveling
 PP1022.and adjusted by the National Geodetic Survey in June 1991..
 PP1022
 PP1022.The geoid height was determined by GEOID03.
 PP1022
 PP1022.The dynamic height is computed by dividing the NAVD 88
 PP1022.geopotential number by the normal gravity value computed on the
 PP1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1022.degrees latitude (g = 980.6199 gals.).
 PP1022
 PP1022.The modeled gravity was interpolated from observed gravity values.
 PP1022
 PP1022;                    North         East    Units  Estimated Accuracy
 PP1022;SPC MN S     -   318,840.      857,370.      MT  (+/- 180 meters Scaled)
 PP1022
 PP1022                          SUPERSEDED SURVEY CONTROL
 PP1022
 PP1022  NGVD 29 (??/??/92)  260.893  (m)          855.95   (f) ADJ UNCH    2 0
 PP1022
 PP1022.Superseded values are not recommended for survey control.
 PP1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1022.See file dsdata.txt to determine how the superseded data were derived.
 PP1022
 PP1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK784793(NAD 83)
 PP1022_MARKER: DD = SURVEY DISK
 PP1022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1022_SP_SET: BRIDGE
 PP1022_STAMPING: 2781Y
 PP1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1022
 PP1022  HISTORY     - Date     Condition        Report By
 PP1022  HISTORY     - UNK      MONUMENTED       MNDT
 PP1022  HISTORY     - 1969     GOOD             MNDT
 PP1022  HISTORY     - 1985     GOOD             USPSQD
 PP1022  HISTORY     - 1985     GOOD             USPSQD
 PP1022  HISTORY     - 1991     GOOD             USPSQD
 PP1022
 PP1022                          STATION DESCRIPTION
 PP1022
 PP1022'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1022'IN MINNEAPOLIS.
 PP1022'STANDARD DISK IN THE NORTHWEST CORNER OF BRIDGE NO. 27839 THIRD AVENUE
 PP1022'SOUTH OVER I.R. 94.
 PP1022
 PP1022                          STATION RECOVERY (1985)
 PP1022
 PP1022'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1022'RECOVERED IN GOOD CONDITION.
 PP1022
 PP1022                          STATION RECOVERY (1985)
 PP1022
 PP1022'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1022'RECOVERED IN GOOD CONDITION.
 PP1022
 PP1022                          STATION RECOVERY (1991)
 PP1022
 PP1022'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJZ)
 PP1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1025 ***********************************************************************
 PP1025  DESIGNATION -  2781 Z 1
 PP1025  PID         -  PP1025
 PP1025  STATE/COUNTY-  MN/HENNEPIN
 PP1025  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1025
 PP1025                         *CURRENT SURVEY CONTROL
 PP1025  ___________________________________________________________________
 PP1025* NAD 83(1986)-  44 57 54.     (N)    093 16 05.     (W)     SCALED    
 PP1025* NAVD 88     -       257.634  (meters)     845.25   (feet)  ADJUSTED  
 PP1025  ___________________________________________________________________
 PP1025  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 PP1025  DYNAMIC HT  -         257.627 (meters)     845.23  (feet)  COMP
 PP1025  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 PP1025
 PP1025  VERT ORDER  -  SECOND    CLASS 0
 PP1025
 PP1025.The horizontal coordinates were scaled from a topographic map and have
 PP1025.an estimated accuracy of +/- 6 seconds.
 PP1025
 PP1025.The orthometric height was determined by differential leveling
 PP1025.and adjusted by the National Geodetic Survey in June 1991..
 PP1025
 PP1025.The geoid height was determined by GEOID03.
 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     -   318,600.      857,740.      MT  (+/- 180 meters Scaled)
 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: 15TVK788790(NAD 83)
 PP1025_MARKER: DD = SURVEY DISK
 PP1025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1025_SP_SET: BRIDGE
 PP1025_STAMPING: 2781Z1
 PP1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1025
 PP1025  HISTORY     - Date     Condition        Report By
 PP1025  HISTORY     - UNK      MONUMENTED       MNDT
 PP1025  HISTORY     - 1969     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1024 ***********************************************************************
 PP1024  DESIGNATION -  2781 Z 2
 PP1024  PID         -  PP1024
 PP1024  STATE/COUNTY-  MN/HENNEPIN
 PP1024  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1024
 PP1024                         *CURRENT SURVEY CONTROL
 PP1024  ___________________________________________________________________
 PP1024* NAD 83(1996)-  44 57 55.66351(N)    093 16 09.27344(W)     ADJUSTED  
 PP1024* NAVD 88     -       261.175  (meters)     856.87   (feet)  ADJUSTED  
 PP1024  ___________________________________________________________________
 PP1024  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 PP1024  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 PP1024  DYNAMIC HT  -         261.169 (meters)     856.85  (feet)  COMP
 PP1024  MODELED GRAV-     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
 PP1024.and adjusted by the National Geodetic Survey in June 1991..
 PP1024
 PP1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1024
 PP1024.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1024;SPC MN S     -   318,646.376   857,649.138   MT  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     -   0.99996330  x   0.99995480  =   0.99991810
 PP1024!UTM  15      -   0.99996330  x   0.99960554  =   0.99956885
 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: 15TVK7876779149(NAD 83)
 PP1024_MARKER: DD = SURVEY DISK
 PP1024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1024_SP_SET: BRIDGE
 PP1024_STAMPING: 2781Z2
 PP1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1024
 PP1024  HISTORY     - Date     Condition        Report By
 PP1024  HISTORY     - 1973     MONUMENTED       MNHD
 PP1024  HISTORY     - 1969     GOOD             MNDT
 PP1024
 PP1024                          STATION DESCRIPTION
 PP1024
 PP1024'DESCRIBED BY MN HIGHWAY DEPT 1973 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1023 ***********************************************************************
 PP1023  DESIGNATION -  2781 Z 3
 PP1023  PID         -  PP1023
 PP1023  STATE/COUNTY-  MN/HENNEPIN
 PP1023  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1023
 PP1023                         *CURRENT SURVEY CONTROL
 PP1023  ___________________________________________________________________
 PP1023* NAD 83(1986)-  44 58 01.     (N)    093 16 12.     (W)     SCALED    
 PP1023* NAVD 88     -       262.425  (meters)     860.97   (feet)  ADJUSTED  
 PP1023  ___________________________________________________________________
 PP1023  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 PP1023  DYNAMIC HT  -         262.418 (meters)     860.95  (feet)  COMP
 PP1023  MODELED GRAV-     980,584.0   (mgal)                       NAVD 88
 PP1023
 PP1023  VERT ORDER  -  SECOND    CLASS 0
 PP1023
 PP1023.The horizontal coordinates were scaled from a topographic map and have
 PP1023.an estimated accuracy of +/- 6 seconds.
 PP1023
 PP1023.The orthometric height was determined by differential leveling
 PP1023.and adjusted by the National Geodetic Survey in June 1991..
 PP1023
 PP1023.The geoid height was determined by GEOID03.
 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     -   318,810.      857,590.      MT  (+/- 180 meters Scaled)
 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: 15TVK787793(NAD 83)
 PP1023_MARKER: DD = SURVEY DISK
 PP1023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1023_SP_SET: BRIDGE
 PP1023_STAMPING: 2781Z3
 PP1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1023
 PP1023  HISTORY     - Date     Condition        Report By
 PP1023  HISTORY     - UNK      MONUMENTED       MNDT
 PP1023  HISTORY     - 1969     GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1026 ***********************************************************************
 PP1026  DESIGNATION -  2781 Z 4
 PP1026  PID         -  PP1026
 PP1026  STATE/COUNTY-  MN/HENNEPIN
 PP1026  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1026
 PP1026                         *CURRENT SURVEY CONTROL
 PP1026  ___________________________________________________________________
 PP1026* NAD 83(1986)-  44 57 58.     (N)    093 16 03.     (W)     SCALED    
 PP1026* NAVD 88     -       255.171  (meters)     837.17   (feet)  ADJUSTED  
 PP1026  ___________________________________________________________________
 PP1026  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 PP1026  DYNAMIC HT  -         255.165 (meters)     837.15  (feet)  COMP
 PP1026  MODELED GRAV-     980,583.9   (mgal)                       NAVD 88
 PP1026
 PP1026  VERT ORDER  -  SECOND    CLASS 0
 PP1026
 PP1026.The horizontal coordinates were scaled from a topographic map and have
 PP1026.an estimated accuracy of +/- 6 seconds.
 PP1026
 PP1026.The orthometric height was determined by differential leveling
 PP1026.and adjusted by the National Geodetic Survey in June 1991..
 PP1026
 PP1026.The geoid height was determined by GEOID03.
 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     -   318,720.      857,790.      MT  (+/- 180 meters Scaled)
 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: 15TVK789792(NAD 83)
 PP1026_MARKER: DD = SURVEY DISK
 PP1026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1026_SP_SET: TUNNEL
 PP1026_STAMPING: 2781Z4
 PP1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1026
 PP1026  HISTORY     - Date     Condition        Report By
 PP1026  HISTORY     - UNK      MONUMENTED       MNDT
 PP1026  HISTORY     - 1969     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0848 ***********************************************************************
 PP0848  DESIGNATION -  2782 A
 PP0848  PID         -  PP0848
 PP0848  STATE/COUNTY-  MN/HENNEPIN
 PP0848  USGS QUAD   -  BLOOMINGTON (1997)
 PP0848
 PP0848                         *CURRENT SURVEY CONTROL
 PP0848  ___________________________________________________________________
 PP0848* NAD 83(1986)-  44 48 09.     (N)    093 17 25.     (W)     SCALED    
 PP0848* NAVD 88     -       230.212  (meters)     755.29   (feet)  ADJUSTED  
 PP0848  ___________________________________________________________________
 PP0848  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 PP0848  DYNAMIC HT  -         230.206 (meters)     755.27  (feet)  COMP
 PP0848  MODELED GRAV-     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
 PP0848.and adjusted by the National Geodetic Survey in June 1991..
 PP0848
 PP0848.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP0848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0848_SP_SET: BRIDGE
 PP0848_STAMPING: 2782-A 1970
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1195 ***********************************************************************
 PP1195  DESIGNATION -  2782 AB 2
 PP1195  PID         -  PP1195
 PP1195  STATE/COUNTY-  MN/HENNEPIN
 PP1195  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1195
 PP1195                         *CURRENT SURVEY CONTROL
 PP1195  ___________________________________________________________________
 PP1195* NAD 83(1986)-  44 57 00.     (N)    093 16 27.     (W)     SCALED    
 PP1195* NAVD 88     -       268.183  (meters)     879.86   (feet)  ADJUSTED  
 PP1195  ___________________________________________________________________
 PP1195  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP1195  DYNAMIC HT  -         268.176 (meters)     879.84  (feet)  COMP
 PP1195  MODELED GRAV-     980,582.4   (mgal)                       NAVD 88
 PP1195
 PP1195  VERT ORDER  -  SECOND    CLASS 0
 PP1195
 PP1195.The horizontal coordinates were scaled from a topographic map and have
 PP1195.an estimated accuracy of +/- 6 seconds.
 PP1195
 PP1195.The orthometric height was determined by differential leveling
 PP1195.and adjusted by the National Geodetic Survey in June 1991..
 PP1195
 PP1195.The geoid height was determined by GEOID03.
 PP1195
 PP1195.The dynamic height is computed by dividing the NAVD 88
 PP1195.geopotential number by the normal gravity value computed on the
 PP1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1195.degrees latitude (g = 980.6199 gals.).
 PP1195
 PP1195.The modeled gravity was interpolated from observed gravity values.
 PP1195
 PP1195;                    North         East    Units  Estimated Accuracy
 PP1195;SPC MN S     -   316,930.      857,280.      MT  (+/- 180 meters Scaled)
 PP1195
 PP1195                          SUPERSEDED SURVEY CONTROL
 PP1195
 PP1195  NGVD 29 (??/??/92)  268.125  (m)          879.67   (f) ADJ UNCH    2 0
 PP1195
 PP1195.Superseded values are not recommended for survey control.
 PP1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1195.See file dsdata.txt to determine how the superseded data were derived.
 PP1195
 PP1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK783774(NAD 83)
 PP1195_MARKER: DD = SURVEY DISK
 PP1195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1195_SP_SET: BRIDGE
 PP1195_STAMPING: 2782 AB 2 1970
 PP1195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1195
 PP1195  HISTORY     - Date     Condition        Report By
 PP1195  HISTORY     - 1970     MONUMENTED       MNDT
 PP1195
 PP1195                          STATION DESCRIPTION
 PP1195
 PP1195'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1195'IN MINNEAPOLIS.
 PP1195'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 1.1 MILE SOUTH OF THE WEST
 PP1195'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS IN THE SOUTHEAST CORNER
 PP1195'OF BRIDGE NO. 27867, FAI 35W OVER THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP1195'PACIFIC RAILROAD.  SE 1/4 SECTION 34, T 29N, R 24W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1196 ***********************************************************************
 PP1196  DESIGNATION -  2782 AC
 PP1196  PID         -  PP1196
 PP1196  STATE/COUNTY-  MN/HENNEPIN
 PP1196  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1196
 PP1196                         *CURRENT SURVEY CONTROL
 PP1196  ___________________________________________________________________
 PP1196* NAD 83(1986)-  44 57 06.     (N)    093 16 23.     (W)     SCALED    
 PP1196* NAVD 88     -       267.591  (meters)     877.92   (feet)  ADJUSTED  
 PP1196  ___________________________________________________________________
 PP1196  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP1196  DYNAMIC HT  -         267.583 (meters)     877.90  (feet)  COMP
 PP1196  MODELED GRAV-     980,582.5   (mgal)                       NAVD 88
 PP1196
 PP1196  VERT ORDER  -  SECOND    CLASS 0
 PP1196
 PP1196.The horizontal coordinates were scaled from a topographic map and have
 PP1196.an estimated accuracy of +/- 6 seconds.
 PP1196
 PP1196.The orthometric height was determined by differential leveling
 PP1196.and adjusted by the National Geodetic Survey in June 1991..
 PP1196
 PP1196.The geoid height was determined by GEOID03.
 PP1196
 PP1196.The dynamic height is computed by dividing the NAVD 88
 PP1196.geopotential number by the normal gravity value computed on the
 PP1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1196.degrees latitude (g = 980.6199 gals.).
 PP1196
 PP1196.The modeled gravity was interpolated from observed gravity values.
 PP1196
 PP1196;                    North         East    Units  Estimated Accuracy
 PP1196;SPC MN S     -   317,110.      857,360.      MT  (+/- 180 meters Scaled)
 PP1196
 PP1196                          SUPERSEDED SURVEY CONTROL
 PP1196
 PP1196  NGVD 29 (??/??/92)  267.532  (m)          877.73   (f) ADJ UNCH    2 0
 PP1196
 PP1196.Superseded values are not recommended for survey control.
 PP1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1196.See file dsdata.txt to determine how the superseded data were derived.
 PP1196
 PP1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK784776(NAD 83)
 PP1196_MARKER: DD = SURVEY DISK
 PP1196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1196_SP_SET: BRIDGE
 PP1196_STAMPING: 2782 AC 1970
 PP1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1196
 PP1196  HISTORY     - Date     Condition        Report By
 PP1196  HISTORY     - 1970     MONUMENTED       MNDT
 PP1196  HISTORY     - 1987     GOOD             USPSQD
 PP1196  HISTORY     - 1991     GOOD             USPSQD
 PP1196
 PP1196                          STATION DESCRIPTION
 PP1196
 PP1196'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1196'IN MINNEAPOLIS.
 PP1196'MARK IS LOCATED IN MINNEAPOLIS ABOUT 1.0 MILES SOUTH OF THE WEST
 PP1196'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1196'OF BRIDGE NO. 27869, 28TH STREET OVER FAI 35W.  SE 1/4 SECTION 34, T
 PP1196'29N, R 24W.
 PP1196
 PP1196                          STATION RECOVERY (1987)
 PP1196
 PP1196'RECOVERY NOTE BY US POWER SQUADRON 1987 (TZ)
 PP1196'RECOVERED IN GOOD CONDITION.
 PP1196
 PP1196                          STATION RECOVERY (1991)
 PP1196
 PP1196'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJZ)
 PP1196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1197 ***********************************************************************
 PP1197  DESIGNATION -  2782 AD
 PP1197  PID         -  PP1197
 PP1197  STATE/COUNTY-  MN/HENNEPIN
 PP1197  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1197
 PP1197                         *CURRENT SURVEY CONTROL
 PP1197  ___________________________________________________________________
 PP1197* NAD 83(1986)-  44 57 19.     (N)    093 16 11.     (W)     SCALED    
 PP1197* NAVD 88     -       266.525  (meters)     874.42   (feet)  ADJUSTED  
 PP1197  ___________________________________________________________________
 PP1197  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 PP1197  DYNAMIC HT  -         266.518 (meters)     874.40  (feet)  COMP
 PP1197  MODELED GRAV-     980,582.8   (mgal)                       NAVD 88
 PP1197
 PP1197  VERT ORDER  -  SECOND    CLASS 0
 PP1197
 PP1197.The horizontal coordinates were scaled from a topographic map and have
 PP1197.an estimated accuracy of +/- 6 seconds.
 PP1197
 PP1197.The orthometric height was determined by differential leveling
 PP1197.and adjusted by the National Geodetic Survey in June 1991..
 PP1197
 PP1197.The geoid height was determined by GEOID03.
 PP1197
 PP1197.The dynamic height is computed by dividing the NAVD 88
 PP1197.geopotential number by the normal gravity value computed on the
 PP1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1197.degrees latitude (g = 980.6199 gals.).
 PP1197
 PP1197.The modeled gravity was interpolated from observed gravity values.
 PP1197
 PP1197;                    North         East    Units  Estimated Accuracy
 PP1197;SPC MN S     -   317,510.      857,620.      MT  (+/- 180 meters Scaled)
 PP1197
 PP1197                          SUPERSEDED SURVEY CONTROL
 PP1197
 PP1197  NGVD 29 (??/??/92)  266.468  (m)          874.24   (f) ADJ UNCH    2 0
 PP1197
 PP1197.Superseded values are not recommended for survey control.
 PP1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1197.See file dsdata.txt to determine how the superseded data were derived.
 PP1197
 PP1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK787780(NAD 83)
 PP1197_MARKER: DD = SURVEY DISK
 PP1197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1197_SP_SET: BRIDGE
 PP1197_STAMPING: 2782 AD 1970
 PP1197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1197
 PP1197  HISTORY     - Date     Condition        Report By
 PP1197  HISTORY     - 1970     MONUMENTED       MNDT
 PP1197  HISTORY     - 1987     GOOD             USPSQD
 PP1197  HISTORY     - 1991     GOOD             USPSQD
 PP1197
 PP1197                          STATION DESCRIPTION
 PP1197
 PP1197'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1197'IN MINNEAPOLIS.
 PP1197'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 0.75 MILES SOUTH OF THE WEST
 PP1197'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1197'OF BRIDGE NO. 27870, 26TH STREET OVER FAI 35W.  SE 1/4 SECTION 34, T
 PP1197'29N, R 24W.
 PP1197
 PP1197                          STATION RECOVERY (1987)
 PP1197
 PP1197'RECOVERY NOTE BY US POWER SQUADRON 1987 (TZ)
 PP1197'RECOVERED IN GOOD CONDITION.
 PP1197
 PP1197                          STATION RECOVERY (1991)
 PP1197
 PP1197'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJZ)
 PP1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1198 ***********************************************************************
 PP1198  DESIGNATION -  2782 AE
 PP1198  PID         -  PP1198
 PP1198  STATE/COUNTY-  MN/HENNEPIN
 PP1198  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1198
 PP1198                         *CURRENT SURVEY CONTROL
 PP1198  ___________________________________________________________________
 PP1198* NAD 83(1986)-  44 57 33.     (N)    093 16 08.     (W)     SCALED    
 PP1198* NAVD 88     -       267.184  (meters)     876.59   (feet)  ADJUSTED  
 PP1198  ___________________________________________________________________
 PP1198  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 PP1198  DYNAMIC HT  -         267.177 (meters)     876.56  (feet)  COMP
 PP1198  MODELED GRAV-     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
 PP1198.and adjusted by the National Geodetic Survey in June 1991..
 PP1198
 PP1198.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP1198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1198_SP_SET: BRIDGE
 PP1198_STAMPING: 2782 AE 1970
 PP1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1198
 PP1198  HISTORY     - Date     Condition        Report By
 PP1198  HISTORY     - 1970     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1199 ***********************************************************************
 PP1199  DESIGNATION -  2782 AF
 PP1199  PID         -  PP1199
 PP1199  STATE/COUNTY-  MN/HENNEPIN
 PP1199  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1199
 PP1199                         *CURRENT SURVEY CONTROL
 PP1199  ___________________________________________________________________
 PP1199* NAD 83(1986)-  44 57 45.     (N)    093 16 07.     (W)     SCALED    
 PP1199* NAVD 88     -       263.496  (meters)     864.49   (feet)  ADJUSTED  
 PP1199  ___________________________________________________________________
 PP1199  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 PP1199  DYNAMIC HT  -         263.490 (meters)     864.47  (feet)  COMP
 PP1199  MODELED GRAV-     980,583.5   (mgal)                       NAVD 88
 PP1199
 PP1199  VERT ORDER  -  SECOND    CLASS 0
 PP1199
 PP1199.The horizontal coordinates were scaled from a topographic map and have
 PP1199.an estimated accuracy of +/- 6 seconds.
 PP1199
 PP1199.The orthometric height was determined by differential leveling
 PP1199.and adjusted by the National Geodetic Survey in June 1991..
 PP1199
 PP1199.The geoid height was determined by GEOID03.
 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     -   318,320.      857,700.      MT  (+/- 180 meters Scaled)
 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: 15TVK788788(NAD 83)
 PP1199_MARKER: DD = SURVEY DISK
 PP1199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1199_SP_SET: BRIDGE
 PP1199_STAMPING: 2782 AF 1970
 PP1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1199
 PP1199  HISTORY     - Date     Condition        Report By
 PP1199  HISTORY     - 1970     MONUMENTED       MNDT
 PP1199  HISTORY     - 1987     GOOD             USPSQD
 PP1199  HISTORY     - 1991     GOOD             USPSQD
 PP1199  HISTORY     - 19950727 GOOD             USPSQD
 PP1199
 PP1199                          STATION DESCRIPTION
 PP1199
 PP1199'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0842 ***********************************************************************
 PP0842  DESIGNATION -  2782 B 1
 PP0842  PID         -  PP0842
 PP0842  STATE/COUNTY-  MN/HENNEPIN
 PP0842  USGS QUAD   -  BLOOMINGTON (1997)
 PP0842
 PP0842                         *CURRENT SURVEY CONTROL
 PP0842  ___________________________________________________________________
 PP0842* NAD 83(1986)-  44 48 43.     (N)    093 17 25.     (W)     SCALED    
 PP0842* NAVD 88     -       251.798  (meters)     826.11   (feet)  ADJUSTED  
 PP0842  ___________________________________________________________________
 PP0842  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP0842  DYNAMIC HT  -         251.791 (meters)     826.08  (feet)  COMP
 PP0842  MODELED GRAV-     980,582.7   (mgal)                       NAVD 88
 PP0842
 PP0842  VERT ORDER  -  SECOND    CLASS 0
 PP0842
 PP0842.The horizontal coordinates were scaled from a topographic map and have
 PP0842.an estimated accuracy of +/- 6 seconds.
 PP0842
 PP0842.The orthometric height was determined by differential leveling
 PP0842.and adjusted by the National Geodetic Survey in June 1991..
 PP0842
 PP0842.The geoid height was determined by GEOID03.
 PP0842
 PP0842.The dynamic height is computed by dividing the NAVD 88
 PP0842.geopotential number by the normal gravity value computed on the
 PP0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0842.degrees latitude (g = 980.6199 gals.).
 PP0842
 PP0842.The modeled gravity was interpolated from observed gravity values.
 PP0842
 PP0842;                    North         East    Units  Estimated Accuracy
 PP0842;SPC MN S     -   301,570.      856,140.      MT  (+/- 180 meters Scaled)
 PP0842
 PP0842                          SUPERSEDED SURVEY CONTROL
 PP0842
 PP0842  NGVD 29 (??/??/92)  251.739  (m)          825.91   (f) ADJ UNCH    2 0
 PP0842
 PP0842.Superseded values are not recommended for survey control.
 PP0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0842.See file dsdata.txt to determine how the superseded data were derived.
 PP0842
 PP0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK770621(NAD 83)
 PP0842_MARKER: DD = SURVEY DISK
 PP0842_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0842_SP_SET: BRIDGE
 PP0842_STAMPING: 2782-B1 1970
 PP0842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0842
 PP0842  HISTORY     - Date     Condition        Report By
 PP0842  HISTORY     - 1970     MONUMENTED       MNDT
 PP0842  HISTORY     - 1971     GOOD             MNDT
 PP0842  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PP0842
 PP0842                          STATION DESCRIPTION
 PP0842
 PP0842'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0842'IN BLOOMINGTON.
 PP0842'ELKO TO BLOOMINGTON, 3.5 MILES SOUTH OF FAI 494 ALONG FAI 35W, IN THE
 PP0842'NORTHEAST CORNER (CURB) OF BRIDGE NO. 9043, FAI 35W NORTHBOUND OVER
 PP0842'106TH STREET ABOUT 0.5 FEET HIGHER THAN FAI 35W.  SE 1/4, SEC 21, T
 PP0842'27N, R 24W.
 PP0842
 PP0842                          STATION RECOVERY (1987)
 PP0842
 PP0842'RECOVERY NOTE BY US POWER SQUADRON 1987 (DCL)
 PP0842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0843 ***********************************************************************
 PP0843  DESIGNATION -  2782 B 2
 PP0843  PID         -  PP0843
 PP0843  STATE/COUNTY-  MN/HENNEPIN
 PP0843  USGS QUAD   -  BLOOMINGTON (1997)
 PP0843
 PP0843                         *CURRENT SURVEY CONTROL
 PP0843  ___________________________________________________________________
 PP0843* NAD 83(1986)-  44 48 41.     (N)    093 17 25.     (W)     SCALED    
 PP0843* NAVD 88     -       251.423  (meters)     824.88   (feet)  ADJUSTED  
 PP0843  ___________________________________________________________________
 PP0843  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP0843  DYNAMIC HT  -         251.416 (meters)     824.85  (feet)  COMP
 PP0843  MODELED GRAV-     980,582.7   (mgal)                       NAVD 88
 PP0843
 PP0843  VERT ORDER  -  SECOND    CLASS 0
 PP0843
 PP0843.The horizontal coordinates were scaled from a topographic map and have
 PP0843.an estimated accuracy of +/- 6 seconds.
 PP0843
 PP0843.The orthometric height was determined by differential leveling
 PP0843.and adjusted by the National Geodetic Survey in June 1991..
 PP0843
 PP0843.The geoid height was determined by GEOID03.
 PP0843
 PP0843.The dynamic height is computed by dividing the NAVD 88
 PP0843.geopotential number by the normal gravity value computed on the
 PP0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0843.degrees latitude (g = 980.6199 gals.).
 PP0843
 PP0843.The modeled gravity was interpolated from observed gravity values.
 PP0843
 PP0843;                    North         East    Units  Estimated Accuracy
 PP0843;SPC MN S     -   301,510.      856,140.      MT  (+/- 180 meters Scaled)
 PP0843
 PP0843                          SUPERSEDED SURVEY CONTROL
 PP0843
 PP0843  NGVD 29 (??/??/92)  251.364  (m)          824.68   (f) ADJ UNCH    2 0
 PP0843
 PP0843.Superseded values are not recommended for survey control.
 PP0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0843.See file dsdata.txt to determine how the superseded data were derived.
 PP0843
 PP0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK770620(NAD 83)
 PP0843_MARKER: DD = SURVEY DISK
 PP0843_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0843_SP_SET: BRIDGE
 PP0843_STAMPING: 2782-B2 1970
 PP0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0843
 PP0843  HISTORY     - Date     Condition        Report By
 PP0843  HISTORY     - 1970     MONUMENTED       MNDT
 PP0843  HISTORY     - 1971     GOOD             MNDT
 PP0843  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PP0843
 PP0843                          STATION DESCRIPTION
 PP0843
 PP0843'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0843'IN BLOOMINGTON.
 PP0843'MARK IS LOCATED 3.5 MILES SOUTH OF FAI 494 ALONG FAI 35W IN THE
 PP0843'SOUTHEAST CORNER (CURB) OF BRIDGE NO. 9044, FAI 35W SOUTHBOUND OVER
 PP0843'106TH STREET, ABOUT 0.5 FEET HIGHER THAN THE ROADWAY.  SE 1/4 SECTION
 PP0843'21, T 27N, R 24W.
 PP0843
 PP0843                          STATION RECOVERY (1987)
 PP0843
 PP0843'RECOVERY NOTE BY US POWER SQUADRON 1987 (DCL)
 PP0843'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0836 ***********************************************************************
 PP0836  DESIGNATION -  2782 E
 PP0836  PID         -  PP0836
 PP0836  STATE/COUNTY-  MN/HENNEPIN
 PP0836  USGS QUAD   -  BLOOMINGTON (1997)
 PP0836
 PP0836                         *CURRENT SURVEY CONTROL
 PP0836  ___________________________________________________________________
 PP0836* NAD 83(1986)-  44 49 44.     (N)    093 17 29.     (W)     SCALED    
 PP0836* NAVD 88     -       252.983  (meters)     830.00   (feet)  ADJUSTED  
 PP0836  ___________________________________________________________________
 PP0836  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 PP0836  DYNAMIC HT  -         252.977 (meters)     829.98  (feet)  COMP
 PP0836  MODELED GRAV-     980,582.4   (mgal)                       NAVD 88
 PP0836
 PP0836  VERT ORDER  -  SECOND    CLASS 0
 PP0836
 PP0836.The horizontal coordinates were scaled from a topographic map and have
 PP0836.an estimated accuracy of +/- 6 seconds.
 PP0836
 PP0836.The orthometric height was determined by differential leveling
 PP0836.and adjusted by the National Geodetic Survey in June 1991..
 PP0836
 PP0836.The geoid height was determined by GEOID03.
 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     -   303,460.      856,030.      MT  (+/- 180 meters Scaled)
 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: 15TVK769639(NAD 83)
 PP0836_MARKER: DD = SURVEY DISK
 PP0836_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0836_SP_SET: BRIDGE
 PP0836_STAMPING: 2782-E 1970
 PP0836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0836+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2003
 PP0836
 PP0836  HISTORY     - Date     Condition        Report By
 PP0836  HISTORY     - 1970     MONUMENTED       MNDT
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0835 ***********************************************************************
 PP0835  DESIGNATION -  2782 F
 PP0835  PID         -  PP0835
 PP0835  STATE/COUNTY-  MN/HENNEPIN
 PP0835  USGS QUAD   -  BLOOMINGTON (1997)
 PP0835
 PP0835                         *CURRENT SURVEY CONTROL
 PP0835  ___________________________________________________________________
 PP0835* NAD 83(1986)-  44 50 00.     (N)    093 17 36.     (W)     SCALED    
 PP0835* NAVD 88     -       255.294  (meters)     837.58   (feet)  ADJUSTED  
 PP0835  ___________________________________________________________________
 PP0835  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP0835  DYNAMIC HT  -         255.287 (meters)     837.55  (feet)  COMP
 PP0835  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 PP0835
 PP0835  VERT ORDER  -  SECOND    CLASS 0
 PP0835
 PP0835.The horizontal coordinates were scaled from a topographic map and have
 PP0835.an estimated accuracy of +/- 6 seconds.
 PP0835
 PP0835.The orthometric height was determined by differential leveling
 PP0835.and adjusted by the National Geodetic Survey in June 1991..
 PP0835
 PP0835.The geoid height was determined by GEOID03.
 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     -   303,950.      855,880.      MT  (+/- 180 meters Scaled)
 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: 15TVK768644(NAD 83)
 PP0835_MARKER: DD = SURVEY DISK
 PP0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0835_SP_SET: BRIDGE
 PP0835_STAMPING: 2782-F 1970
 PP0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0835
 PP0835  HISTORY     - Date     Condition        Report By
 PP0835  HISTORY     - 1970     MONUMENTED       MNDT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0829 ***********************************************************************
 PP0829  DESIGNATION -  2782 J
 PP0829  PID         -  PP0829
 PP0829  STATE/COUNTY-  MN/HENNEPIN
 PP0829  USGS QUAD   -  BLOOMINGTON (1997)
 PP0829
 PP0829                         *CURRENT SURVEY CONTROL
 PP0829  ___________________________________________________________________
 PP0829* NAD 83(1996)-  44 51 55.50903(N)    093 17 54.53204(W)     ADJUSTED  
 PP0829* NAVD 88     -       261.573  (meters)     858.18   (feet)  ADJUSTED  
 PP0829  ___________________________________________________________________
 PP0829  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 PP0829  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 PP0829  DYNAMIC HT  -         261.565 (meters)     858.15  (feet)  COMP
 PP0829  MODELED GRAV-     980,580.8   (mgal)                       NAVD 88
 PP0829
 PP0829  HORZ ORDER  -  SECOND
 PP0829  VERT ORDER  -  SECOND    CLASS 0
 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
 PP0829.and adjusted by the National Geodetic Survey in June 1991..
 PP0829
 PP0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP0829
 PP0829.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP0829;SPC MN S     -   307,509.372   855,437.990   MT  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     -   0.99996323  x   0.99994218  =   0.99990541
 PP0829!UTM  15      -   0.99996323  x   0.99960684  =   0.99957008
 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  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: 15TVK7642068044(NAD 83)
 PP0829_MARKER: DD = SURVEY DISK
 PP0829_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0829_SP_SET: BRIDGE
 PP0829_STAMPING: 2782 J 1970
 PP0829_MARK LOGO: MNDT  
 PP0829_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0829+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 PP0829
 PP0829  HISTORY     - Date     Condition        Report By
 PP0829  HISTORY     - 1970     MONUMENTED       MNDT
 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
 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)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1166 ***********************************************************************
 PP1166  DESIGNATION -  2782 K
 PP1166  PID         -  PP1166
 PP1166  STATE/COUNTY-  MN/HENNEPIN
 PP1166  USGS QUAD   -  BLOOMINGTON (1997)
 PP1166
 PP1166                         *CURRENT SURVEY CONTROL
 PP1166  ___________________________________________________________________
 PP1166* NAD 83(1996)-  44 52 15.06039(N)    093 17 54.94628(W)     ADJUSTED  
 PP1166* NAVD 88     -       255.283  (meters)     837.54   (feet)  ADJUSTED  
 PP1166  ___________________________________________________________________
 PP1166  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 PP1166  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 PP1166  DYNAMIC HT  -         255.275 (meters)     837.51  (feet)  COMP
 PP1166  MODELED GRAV-     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
 PP1166.and adjusted by the National Geodetic Survey in June 1991..
 PP1166
 PP1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1166
 PP1166.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1166;SPC MN S     -   308,112.772   855,423.718   MT  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     -   0.99996421  x   0.99994279  =   0.99990700
 PP1166!UTM  15      -   0.99996421  x   0.99960684  =   0.99957107
 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_MARKER: DD = SURVEY DISK
 PP1166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1166_SP_SET: BRIDGE
 PP1166_STAMPING: 2782 K 1970
 PP1166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1166
 PP1166  HISTORY     - Date     Condition        Report By
 PP1166  HISTORY     - 1970     MONUMENTED       MNDT
 PP1166  HISTORY     - 1973     GOOD             MNHD
 PP1166  HISTORY     - 1976     GOOD             MNDT
 PP1166  HISTORY     - 19950727 GOOD             USPSQD
 PP1166
 PP1166                          STATION DESCRIPTION
 PP1166
 PP1166'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0844 ***********************************************************************
 PP0844  DESIGNATION -  2782 KOS
 PP0844  PID         -  PP0844
 PP0844  STATE/COUNTY-  MN/HENNEPIN
 PP0844  USGS QUAD   -  BLOOMINGTON (1997)
 PP0844
 PP0844                         *CURRENT SURVEY CONTROL
 PP0844  ___________________________________________________________________
 PP0844* NAD 83(1986)-  44 48 28.     (N)    093 17 24.     (W)     SCALED    
 PP0844* NAVD 88     -       236.985  (meters)     777.51   (feet)  ADJUSTED  
 PP0844  ___________________________________________________________________
 PP0844  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP0844  DYNAMIC HT  -         236.978 (meters)     777.49  (feet)  COMP
 PP0844  MODELED GRAV-     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
 PP0844.and adjusted by the National Geodetic Survey in June 1991..
 PP0844
 PP0844.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1169 ***********************************************************************
 PP1169  DESIGNATION -  2782 M 1
 PP1169  PID         -  PP1169
 PP1169  STATE/COUNTY-  MN/HENNEPIN
 PP1169  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1169
 PP1169                         *CURRENT SURVEY CONTROL
 PP1169  ___________________________________________________________________
 PP1169* NAD 83(1996)-  44 53 23.07112(N)    093 17 34.76017(W)     ADJUSTED  
 PP1169* NAVD 88     -       262.565  (meters)     861.43   (feet)  ADJUSTED  
 PP1169  ___________________________________________________________________
 PP1169  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 PP1169  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 PP1169  DYNAMIC HT  -         262.558 (meters)     861.41  (feet)  COMP
 PP1169  MODELED GRAV-     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
 PP1169.and adjusted by the National Geodetic Survey in June 1991..
 PP1169
 PP1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1169
 PP1169.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1169;SPC MN S     -   310,215.835   855,848.626   MT  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     -   0.99996307  x   0.99994497  =   0.99990804
 PP1169!UTM  15      -   0.99996307  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: 15TVK7686470744(NAD 83)
 PP1169_MARKER: DD = SURVEY DISK
 PP1169_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1169_SP_SET: BRIDGE
 PP1169_STAMPING: 2782 M 1 1970
 PP1169_MARK LOGO: MNDT  
 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 - April 15, 2004
 PP1169
 PP1169  HISTORY     - Date     Condition        Report By
 PP1169  HISTORY     - 1970     MONUMENTED       MNDT
 PP1169  HISTORY     - 1973     GOOD             MNHD
 PP1169  HISTORY     - 1974     GOOD             MNDT
 PP1169  HISTORY     - 1974     GOOD             MNDT
 PP1169  HISTORY     - 20040415 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1171 ***********************************************************************
 PP1171  DESIGNATION -  2782 M 2
 PP1171  PID         -  PP1171
 PP1171  STATE/COUNTY-  MN/HENNEPIN
 PP1171  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1171
 PP1171                         *CURRENT SURVEY CONTROL
 PP1171  ___________________________________________________________________
 PP1171* NAD 83(1986)-  44 53 20.     (N)    093 17 43.     (W)     SCALED    
 PP1171* NAVD 88     -       261.161  (meters)     856.83   (feet)  ADJUSTED  
 PP1171  ___________________________________________________________________
 PP1171  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 PP1171  DYNAMIC HT  -         261.153 (meters)     856.80  (feet)  COMP
 PP1171  MODELED GRAV-     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
 PP1171.and adjusted by the National Geodetic Survey in June 1991..
 PP1171
 PP1171.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1170 ***********************************************************************
 PP1170  DESIGNATION -  2782 M 3
 PP1170  PID         -  PP1170
 PP1170  STATE/COUNTY-  MN/HENNEPIN
 PP1170  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1170
 PP1170                         *CURRENT SURVEY CONTROL
 PP1170  ___________________________________________________________________
 PP1170* NAD 83(1986)-  44 53 24.     (N)    093 17 43.     (W)     SCALED    
 PP1170* NAVD 88     -       262.296  (meters)     860.55   (feet)  ADJUSTED  
 PP1170  ___________________________________________________________________
 PP1170  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 PP1170  DYNAMIC HT  -         262.288 (meters)     860.52  (feet)  COMP
 PP1170  MODELED GRAV-     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
 PP1170.and adjusted by the National Geodetic Survey in June 1991..
 PP1170.WARNING-Repeat measurements at this control monument indicate possible
 PP1170.vertical movement.
 PP1170
 PP1170.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1172 ***********************************************************************
 PP1172  DESIGNATION -  2782 M 4
 PP1172  PID         -  PP1172
 PP1172  STATE/COUNTY-  MN/HENNEPIN
 PP1172  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1172
 PP1172                         *CURRENT SURVEY CONTROL
 PP1172  ___________________________________________________________________
 PP1172* NAD 83(1986)-  44 53 25.     (N)    093 17 14.     (W)     SCALED    
 PP1172* NAVD 88     -       264.631  (meters)     868.21   (feet)  ADJUSTED  
 PP1172  ___________________________________________________________________
 PP1172  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 PP1172  DYNAMIC HT  -         264.623 (meters)     868.18  (feet)  COMP
 PP1172  MODELED GRAV-     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
 PP1172.and adjusted by the National Geodetic Survey in June 1991..
 PP1172
 PP1172.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP1172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1172_SP_SET: BRIDGE
 PP1172_STAMPING: 2782 M4 1970
 PP1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1172
 PP1172  HISTORY     - Date     Condition        Report By
 PP1172  HISTORY     - 1970     MONUMENTED       MNDT
 PP1172  HISTORY     - 1973     GOOD             MNDT
 PP1172  HISTORY     - 1987     GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1173 ***********************************************************************
 PP1173  DESIGNATION -  2782 N
 PP1173  PID         -  PP1173
 PP1173  STATE/COUNTY-  MN/HENNEPIN
 PP1173  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1173
 PP1173                         *CURRENT SURVEY CONTROL
 PP1173  ___________________________________________________________________
 PP1173* NAD 83(1986)-  44 53 24.     (N)    093 16 58.     (W)     SCALED    
 PP1173* NAVD 88     -       266.518  (meters)     874.40   (feet)  ADJUSTED  
 PP1173  ___________________________________________________________________
 PP1173  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP1173  DYNAMIC HT  -         266.510 (meters)     874.37  (feet)  COMP
 PP1173  MODELED GRAV-     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
 PP1173.and adjusted by the National Geodetic Survey in June 1991..
 PP1173
 PP1173.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1174 ***********************************************************************
 PP1174  DESIGNATION -  2782 P 1
 PP1174  PID         -  PP1174
 PP1174  STATE/COUNTY-  MN/HENNEPIN
 PP1174  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1174
 PP1174                         *CURRENT SURVEY CONTROL
 PP1174  ___________________________________________________________________
 PP1174* NAD 83(1986)-  44 53 26.     (N)    093 16 42.     (W)     SCALED    
 PP1174* NAVD 88     -       261.839  (meters)     859.05   (feet)  ADJUSTED  
 PP1174  ___________________________________________________________________
 PP1174  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP1174  DYNAMIC HT  -         261.831 (meters)     859.02  (feet)  COMP
 PP1174  MODELED GRAV-     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
 PP1174.and adjusted by the National Geodetic Survey in June 1991..
 PP1174
 PP1174.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1176 ***********************************************************************
 PP1176  DESIGNATION -  2782 P 2
 PP1176  PID         -  PP1176
 PP1176  STATE/COUNTY-  MN/HENNEPIN
 PP1176  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1176
 PP1176                         *CURRENT SURVEY CONTROL
 PP1176  ___________________________________________________________________
 PP1176* NAD 83(1986)-  44 53 27.     (N)    093 16 35.     (W)     SCALED    
 PP1176* NAVD 88     -       263.469  (meters)     864.40   (feet)  ADJUSTED  
 PP1176  ___________________________________________________________________
 PP1176  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP1176  DYNAMIC HT  -         263.461 (meters)     864.37  (feet)  COMP
 PP1176  MODELED GRAV-     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
 PP1176.and adjusted by the National Geodetic Survey in April 1998..
 PP1176
 PP1176.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_MARKER: DB = BENCH MARK DISK
 PP1176_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1176_SP_SET: BRIDGE
 PP1176_STAMPING: 2782 P 2 1970
 PP1176_MARK LOGO: MNDT  
 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       MNDT
 PP1176  HISTORY     - 1976     GOOD             MNDT
 PP1176  HISTORY     - 1979     GOOD             MNDT
 PP1176
 PP1176                          STATION DESCRIPTION
 PP1176
 PP1176'DESCRIBED BY MN DEPT OF TRANSP 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1178 ***********************************************************************
 PP1178  DESIGNATION -  2782 P 3
 PP1178  PID         -  PP1178
 PP1178  STATE/COUNTY-  MN/HENNEPIN
 PP1178  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1178
 PP1178                         *CURRENT SURVEY CONTROL
 PP1178  ___________________________________________________________________
 PP1178* NAD 83(1986)-  44 53 27.     (N)    093 16 26.     (W)     SCALED    
 PP1178* NAVD 88     -       264.840  (meters)     868.90   (feet)  ADJUSTED  
 PP1178  ___________________________________________________________________
 PP1178  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP1178  DYNAMIC HT  -         264.832 (meters)     868.87  (feet)  COMP
 PP1178  MODELED GRAV-     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
 PP1178.and adjusted by the National Geodetic Survey in June 1991..
 PP1178
 PP1178.The geoid height was determined by GEOID03.
 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_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: MNDT  
 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
 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1177 ***********************************************************************
 PP1177  DESIGNATION -  2782 P 4
 PP1177  PID         -  PP1177
 PP1177  STATE/COUNTY-  MN/HENNEPIN
 PP1177  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1177
 PP1177                         *CURRENT SURVEY CONTROL
 PP1177  ___________________________________________________________________
 PP1177* NAD 83(1986)-  44 53 30.     (N)    093 16 29.     (W)     SCALED    
 PP1177* NAVD 88     -       265.482  (meters)     871.00   (feet)  ADJUSTED  
 PP1177  ___________________________________________________________________
 PP1177  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP1177  DYNAMIC HT  -         265.474 (meters)     870.98  (feet)  COMP
 PP1177  MODELED GRAV-     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
 PP1177.and adjusted by the National Geodetic Survey in June 1991..
 PP1177
 PP1177.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 PP1177_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1177_SP_SET: BRIDGE
 PP1177_STAMPING: 2782 P 4 1970
 PP1177_MARK LOGO: MNDT  
 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       MNDT
 PP1177  HISTORY     - 1979     GOOD             MNDT
 PP1177
 PP1177                          STATION DESCRIPTION
 PP1177
 PP1177'DESCRIBED BY MN DEPT OF TRANSP 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1175 ***********************************************************************
 PP1175  DESIGNATION -  2782 P 5
 PP1175  PID         -  PP1175
 PP1175  STATE/COUNTY-  MN/HENNEPIN
 PP1175  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1175
 PP1175                         *CURRENT SURVEY CONTROL
 PP1175  ___________________________________________________________________
 PP1175* NAD 83(1986)-  44 53 24.     (N)    093 16 40.     (W)     SCALED    
 PP1175* NAVD 88     -       262.714  (meters)     861.92   (feet)  ADJUSTED  
 PP1175  ___________________________________________________________________
 PP1175  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP1175  DYNAMIC HT  -         262.706 (meters)     861.89  (feet)  COMP
 PP1175  MODELED GRAV-     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
 PP1175.and adjusted by the National Geodetic Survey in June 1991..
 PP1175
 PP1175.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1179 ***********************************************************************
 PP1179  DESIGNATION -  2782 Q 1
 PP1179  PID         -  PP1179
 PP1179  STATE/COUNTY-  MN/HENNEPIN
 PP1179  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1179
 PP1179                         *CURRENT SURVEY CONTROL
 PP1179  ___________________________________________________________________
 PP1179* NAD 83(1996)-  44 53 38.76378(N)    093 16 28.95390(W)     ADJUSTED  
 PP1179* NAVD 88     -       260.788  (meters)     855.60   (feet)  ADJUSTED  
 PP1179  ___________________________________________________________________
 PP1179  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 PP1179  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP1179  DYNAMIC HT  -         260.780 (meters)     855.58  (feet)  COMP
 PP1179  MODELED GRAV-     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
 PP1179.and adjusted by the National Geodetic Survey in June 1991..
 PP1179
 PP1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1179
 PP1179.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1179;SPC MN S     -   310,712.863   857,288.237   MT  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     -   0.99996335  x   0.99994549  =   0.99990885
 PP1179!UTM  15      -   0.99996335  x   0.99960579  =   0.99956916
 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: 15TVK7830971223(NAD 83)
 PP1179_MARKER: DD = SURVEY DISK
 PP1179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1179_SP_SET: BRIDGE
 PP1179_STAMPING: 2782 Q 1 1970
 PP1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1179
 PP1179  HISTORY     - Date     Condition        Report By
 PP1179  HISTORY     - 1970     MONUMENTED       MNDT
 PP1179  HISTORY     - 1973     GOOD             MNHD
 PP1179
 PP1179                          STATION DESCRIPTION
 PP1179
 PP1179'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1180 ***********************************************************************
 PP1180  DESIGNATION -  2782 Q 2
 PP1180  PID         -  PP1180
 PP1180  STATE/COUNTY-  MN/HENNEPIN
 PP1180  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1180
 PP1180                         *CURRENT SURVEY CONTROL
 PP1180  ___________________________________________________________________
 PP1180* NAD 83(1986)-  44 53 40.     (N)    093 16 28.     (W)     SCALED    
 PP1180* NAVD 88     -       260.204  (meters)     853.69   (feet)  ADJUSTED  
 PP1180  ___________________________________________________________________
 PP1180  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP1180  DYNAMIC HT  -         260.197 (meters)     853.66  (feet)  COMP
 PP1180  MODELED GRAV-     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
 PP1180.and adjusted by the National Geodetic Survey in June 1991..
 PP1180
 PP1180.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP1180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1180_SP_SET: BRIDGE
 PP1180_STAMPING: 2782 Q 2 1970
 PP1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1180
 PP1180  HISTORY     - Date     Condition        Report By
 PP1180  HISTORY     - 1970     MONUMENTED       MNDT
 PP1180
 PP1180                          STATION DESCRIPTION
 PP1180
 PP1180'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1181 ***********************************************************************
 PP1181  DESIGNATION -  2782 R
 PP1181  PID         -  PP1181
 PP1181  STATE/COUNTY-  MN/HENNEPIN
 PP1181  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1181
 PP1181                         *CURRENT SURVEY CONTROL
 PP1181  ___________________________________________________________________
 PP1181* NAD 83(1996)-  44 53 52.58982(N)    093 16 28.15928(W)     ADJUSTED  
 PP1181* NAVD 88     -       260.059  (meters)     853.21   (feet)  ADJUSTED  
 PP1181  ___________________________________________________________________
 PP1181  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 PP1181  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP1181  DYNAMIC HT  -         260.052 (meters)     853.19  (feet)  COMP
 PP1181  MODELED GRAV-     980,579.5   (mgal)                       NAVD 88
 PP1181
 PP1181  HORZ ORDER  -  THIRD
 PP1181  VERT ORDER  -  SECOND    CLASS 0
 PP1181
 PP1181.The horizontal coordinates were established by classical geodetic methods
 PP1181.and adjusted by the National Geodetic Survey in March 1999..
 PP1181
 PP1181.The orthometric height was determined by differential leveling
 PP1181.and adjusted by the National Geodetic Survey in June 1991..
 PP1181
 PP1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1181
 PP1181.The geoid height was determined by GEOID03.
 PP1181
 PP1181.The dynamic height is computed by dividing the NAVD 88
 PP1181.geopotential number by the normal gravity value computed on the
 PP1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1181.degrees latitude (g = 980.6199 gals.).
 PP1181
 PP1181.The modeled gravity was interpolated from observed gravity values.
 PP1181
 PP1181;                    North         East     Units Scale Factor Converg.
 PP1181;SPC MN S     -   311,139.778   857,301.883   MT  0.99994595   +0 30 30.7
 PP1181;UTM  15      - 4,971,649.752   478,327.721   MT  0.99960578   -0 11 37.5
 PP1181
 PP1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1181!SPC MN S     -   0.99996347  x   0.99994595  =   0.99990942
 PP1181!UTM  15      -   0.99996347  x   0.99960578  =   0.99956926
 PP1181
 PP1181                          SUPERSEDED SURVEY CONTROL
 PP1181
 PP1181  NAD 83(1986)-  44 53 52.58340(N)    093 16 28.15460(W) AD(       ) 3
 PP1181  NAD 83(1986)-  44 53 52.57971(N)    093 16 28.15992(W) AD(       ) 3
 PP1181  NAD 27      -  44 53 52.70057(N)    093 16 27.34736(W) AD(       ) 3
 PP1181  NAVD 88 (04/09/98)  260.06   (m)          853.2    (f) LEVELING    3  
 PP1181  NGVD 29 (??/??/92)  260.00   (m)          853.0    (f) COMPUTED    2 0
 PP1181
 PP1181.Superseded values are not recommended for survey control.
 PP1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1181.See file dsdata.txt to determine how the superseded data were derived.
 PP1181
 PP1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7832871650(NAD 83)
 PP1181_MARKER: DD = SURVEY DISK
 PP1181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1181_SP_SET: STEP OF PEDESTRIAN BRIDGE
 PP1181_STAMPING: 2782 R 1970
 PP1181_MARK LOGO: MNDT  
 PP1181_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1181+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 PP1181
 PP1181  HISTORY     - Date     Condition        Report By
 PP1181  HISTORY     - 1970     MONUMENTED       MNDT
 PP1181  HISTORY     - 1973     GOOD             MNHD
 PP1181  HISTORY     - 20010722 GOOD             USPSQD
 PP1181  HISTORY     - 20040624 GOOD             MNDT
 PP1181
 PP1181                          STATION DESCRIPTION
 PP1181
 PP1181'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1181'IN MINNEAPOLIS.
 PP1181'MARK IS LOCATED 2.5 MILES NORTH OF FAI 494 IN THE SOUTHEAST CORNER OF
 PP1181'THE BOTTOM STEP AT THE EAST END OF PEDESTRIAN BRIDGE NO. 9622 OVER FAI
 PP1181'35W.  (AT EAST 58TH STREET).
 PP1181
 PP1181                          STATION RECOVERY (1973)
 PP1181
 PP1181'RECOVERY NOTE BY MN HIGHWAY DEPT 1973 (DKH)
 PP1181'THE STATION IS LOCATED IN THE SOUTH PART OF MINNEAPOLIS, IN THE
 PP1181'SOUTHEAST QUARTER OF SECTION 22, T28N, R24W, THE END OF PEDESTRIAN
 PP1181'BRIDGE NO. C 9622, AT THE INTERSECTION OF I35W AND E. 58TH ST.
 PP1181'
 PP1181'MARK, A STANDARD MHD BENCH MARK STAMPED 2782 R 1970, IS SET IN THE
 PP1181'BOTTOM STEP OF THE EAST END OF THE PEDESTRIAN BRIDGE.
 PP1181'
 PP1181'NEAREST TOWN--MINNEAPOLIS.
 PP1181
 PP1181                          STATION RECOVERY (2001)
 PP1181
 PP1181'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1181'RECOVERED IN GOOD CONDITION.
 PP1181
 PP1181                          STATION RECOVERY (2004)
 PP1181
 PP1181'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (GF)
 PP1181'IN MINNEAPOLIS, 2.5 MILES NORTH OF JUNCTION OF INTERSTATE HIGHWAY 35W
 PP1181'AND INTERSTATE HIGHWAY 494, IN SOUTHEAST CORNER OF BOTTOM STEP OF
 PP1181'PEDESTRIAN BRIDGE 9622 OVER INTERSTATE HIGHWAY 35W (EAST 58TH ST)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1182 ***********************************************************************
 PP1182  DESIGNATION -  2782 S
 PP1182  PID         -  PP1182
 PP1182  STATE/COUNTY-  MN/HENNEPIN
 PP1182  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1182
 PP1182                         *CURRENT SURVEY CONTROL
 PP1182  ___________________________________________________________________
 PP1182* NAD 83(1986)-  44 54 12.     (N)    093 16 27.     (W)     SCALED    
 PP1182* NAVD 88     -       258.545  (meters)     848.24   (feet)  ADJUSTED  
 PP1182  ___________________________________________________________________
 PP1182  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP1182  DYNAMIC HT  -         258.537 (meters)     848.22  (feet)  COMP
 PP1182  MODELED GRAV-     980,579.6   (mgal)                       NAVD 88
 PP1182
 PP1182  VERT ORDER  -  SECOND    CLASS 0
 PP1182
 PP1182.The horizontal coordinates were scaled from a topographic map and have
 PP1182.an estimated accuracy of +/- 6 seconds.
 PP1182
 PP1182.The orthometric height was determined by differential leveling
 PP1182.and adjusted by the National Geodetic Survey in June 1991..
 PP1182
 PP1182.The geoid height was determined by GEOID03.
 PP1182
 PP1182.The dynamic height is computed by dividing the NAVD 88
 PP1182.geopotential number by the normal gravity value computed on the
 PP1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1182.degrees latitude (g = 980.6199 gals.).
 PP1182
 PP1182.The modeled gravity was interpolated from observed gravity values.
 PP1182
 PP1182;                    North         East    Units  Estimated Accuracy
 PP1182;SPC MN S     -   311,740.      857,320.      MT  (+/- 180 meters Scaled)
 PP1182
 PP1182                          SUPERSEDED SURVEY CONTROL
 PP1182
 PP1182  NGVD 29 (??/??/92)  258.486  (m)          848.05   (f) ADJ UNCH    2 0
 PP1182
 PP1182.Superseded values are not recommended for survey control.
 PP1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1182.See file dsdata.txt to determine how the superseded data were derived.
 PP1182
 PP1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK783722(NAD 83)
 PP1182_MARKER: DD = SURVEY DISK
 PP1182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1182_SP_SET: BRIDGE
 PP1182_STAMPING: 2782 S 1970
 PP1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1182
 PP1182  HISTORY     - Date     Condition        Report By
 PP1182  HISTORY     - 1970     MONUMENTED       MNDT
 PP1182  HISTORY     - 20010722 GOOD             USPSQD
 PP1182
 PP1182                          STATION DESCRIPTION
 PP1182
 PP1182'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1182'IN MINNEAPOLIS.
 PP1182'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 4.4 MILES SOUTH OF THE WEST
 PP1182'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1182'OF BRIDGE NO. 9611, DIAMOND LAKE ROAD OVER FAI 35W.  NE 1/4 SECTION
 PP1182'22, T 28N, R 24W.
 PP1182
 PP1182                          STATION RECOVERY (2001)
 PP1182
 PP1182'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1185 ***********************************************************************
 PP1185  DESIGNATION -  2782 T 3
 PP1185  PID         -  PP1185
 PP1185  STATE/COUNTY-  MN/HENNEPIN
 PP1185  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1185
 PP1185                         *CURRENT SURVEY CONTROL
 PP1185  ___________________________________________________________________
 PP1185* NAD 83(1986)-  44 54 31.     (N)    093 16 30.     (W)     SCALED    
 PP1185* NAVD 88     -       255.180  (meters)     837.20   (feet)  ADJUSTED  
 PP1185  ___________________________________________________________________
 PP1185  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP1185  DYNAMIC HT  -         255.173 (meters)     837.18  (feet)  COMP
 PP1185  MODELED GRAV-     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
 PP1185.and adjusted by the National Geodetic Survey in June 1991..
 PP1185
 PP1185.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP1185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1185_SP_SET: BRIDGE
 PP1185_STAMPING: 2782 T 3 1970
 PP1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1185
 PP1185  HISTORY     - Date     Condition        Report By
 PP1185  HISTORY     - 1970     MONUMENTED       MNDT
 PP1185  HISTORY     - 20010722 GOOD             USPSQD
 PP1185  HISTORY     - 20040221 GOOD             USPSQD
 PP1185
 PP1185                          STATION DESCRIPTION
 PP1185
 PP1185'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1186 ***********************************************************************
 PP1186  DESIGNATION -  2782 U
 PP1186  PID         -  PP1186
 PP1186  STATE/COUNTY-  MN/HENNEPIN
 PP1186  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1186
 PP1186                         *CURRENT SURVEY CONTROL
 PP1186  ___________________________________________________________________
 PP1186* NAD 83(1986)-  44 54 44.     (N)    093 16 27.     (W)     SCALED    
 PP1186* NAVD 88     -       265.200  (meters)     870.08   (feet)  ADJUSTED  
 PP1186  ___________________________________________________________________
 PP1186  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP1186  DYNAMIC HT  -         265.192 (meters)     870.05  (feet)  COMP
 PP1186  MODELED GRAV-     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
 PP1186.and adjusted by the National Geodetic Survey in June 1991..
 PP1186
 PP1186.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP1186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1186_SP_SET: BRIDGE
 PP1186_STAMPING: 2782 U 1970
 PP1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1186
 PP1186  HISTORY     - Date     Condition        Report By
 PP1186  HISTORY     - 1970     MONUMENTED       MNDT
 PP1186  HISTORY     - 20010721 GOOD             USPSQD
 PP1186  HISTORY     - 20040221 GOOD             USPSQD
 PP1186
 PP1186                          STATION DESCRIPTION
 PP1186
 PP1186'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1187 ***********************************************************************
 PP1187  DESIGNATION -  2782 V
 PP1187  PID         -  PP1187
 PP1187  STATE/COUNTY-  MN/HENNEPIN
 PP1187  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1187
 PP1187                         *CURRENT SURVEY CONTROL
 PP1187  ___________________________________________________________________
 PP1187* NAD 83(1986)-  44 55 10.     (N)    093 16 27.     (W)     SCALED    
 PP1187* NAVD 88     -       258.634  (meters)     848.53   (feet)  ADJUSTED  
 PP1187  ___________________________________________________________________
 PP1187  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP1187  DYNAMIC HT  -         258.626 (meters)     848.51  (feet)  COMP
 PP1187  MODELED GRAV-     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
 PP1187.and adjusted by the National Geodetic Survey in June 1991..
 PP1187
 PP1187.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP1187_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1187_SP_SET: BRIDGE
 PP1187_STAMPING: 2782 V 1970
 PP1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1187
 PP1187  HISTORY     - Date     Condition        Report By
 PP1187  HISTORY     - 1970     MONUMENTED       MNDT
 PP1187  HISTORY     - 20010721 GOOD             USPSQD
 PP1187  HISTORY     - 20040221 GOOD             USPSQD
 PP1187
 PP1187                          STATION DESCRIPTION
 PP1187
 PP1187'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1188 ***********************************************************************
 PP1188  DESIGNATION -  2782 W
 PP1188  PID         -  PP1188
 PP1188  STATE/COUNTY-  MN/HENNEPIN
 PP1188  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1188
 PP1188                         *CURRENT SURVEY CONTROL
 PP1188  ___________________________________________________________________
 PP1188* NAD 83(1986)-  44 55 36.     (N)    093 16 27.     (W)     SCALED    
 PP1188* NAVD 88     -       257.385  (meters)     844.44   (feet)  ADJUSTED  
 PP1188  ___________________________________________________________________
 PP1188  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP1188  DYNAMIC HT  -         257.377 (meters)     844.41  (feet)  COMP
 PP1188  MODELED GRAV-     980,580.5   (mgal)                       NAVD 88
 PP1188
 PP1188  VERT ORDER  -  SECOND    CLASS 0
 PP1188
 PP1188.The horizontal coordinates were scaled from a topographic map and have
 PP1188.an estimated accuracy of +/- 6 seconds.
 PP1188
 PP1188.The orthometric height was determined by differential leveling
 PP1188.and adjusted by the National Geodetic Survey in June 1991..
 PP1188
 PP1188.The geoid height was determined by GEOID03.
 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     -   314,330.      857,300.      MT  (+/- 180 meters Scaled)
 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: 15TVK783748(NAD 83)
 PP1188_MARKER: DD = SURVEY DISK
 PP1188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1188_SP_SET: BRIDGE
 PP1188_STAMPING: 2782 W 1970
 PP1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1188
 PP1188  HISTORY     - Date     Condition        Report By
 PP1188  HISTORY     - 1970     MONUMENTED       MNDT
 PP1188  HISTORY     - 20010721 GOOD             USPSQD
 PP1188  HISTORY     - 20040221 GOOD             USPSQD
 PP1188
 PP1188                          STATION DESCRIPTION
 PP1188
 PP1188'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1189 ***********************************************************************
 PP1189  DESIGNATION -  2782 X
 PP1189  PID         -  PP1189
 PP1189  STATE/COUNTY-  MN/HENNEPIN
 PP1189  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1189
 PP1189                         *CURRENT SURVEY CONTROL
 PP1189  ___________________________________________________________________
 PP1189* NAD 83(1986)-  44 55 49.     (N)    093 16 26.     (W)     SCALED    
 PP1189* NAVD 88     -       259.627  (meters)     851.79   (feet)  ADJUSTED  
 PP1189  ___________________________________________________________________
 PP1189  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP1189  DYNAMIC HT  -         259.619 (meters)     851.77  (feet)  COMP
 PP1189  MODELED GRAV-     980,580.8   (mgal)                       NAVD 88
 PP1189
 PP1189  VERT ORDER  -  SECOND    CLASS 0
 PP1189
 PP1189.The horizontal coordinates were scaled from a topographic map and have
 PP1189.an estimated accuracy of +/- 6 seconds.
 PP1189
 PP1189.The orthometric height was determined by differential leveling
 PP1189.and adjusted by the National Geodetic Survey in June 1991..
 PP1189
 PP1189.The geoid height was determined by GEOID03.
 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     -   314,730.      857,320.      MT  (+/- 180 meters Scaled)
 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: 15TVK783752(NAD 83)
 PP1189_MARKER: DD = SURVEY DISK
 PP1189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1189_SP_SET: BRIDGE
 PP1189_STAMPING: 2782 X 1970
 PP1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1189
 PP1189  HISTORY     - Date     Condition        Report By
 PP1189  HISTORY     - 1970     MONUMENTED       MNDT
 PP1189  HISTORY     - 20010721 GOOD             USPSQD
 PP1189  HISTORY     - 20040221 GOOD             USPSQD
 PP1189
 PP1189                          STATION DESCRIPTION
 PP1189
 PP1189'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1190 ***********************************************************************
 PP1190  DESIGNATION -  2782 Y
 PP1190  PID         -  PP1190
 PP1190  STATE/COUNTY-  MN/HENNEPIN
 PP1190  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1190
 PP1190                         *CURRENT SURVEY CONTROL
 PP1190  ___________________________________________________________________
 PP1190* NAD 83(1986)-  44 56 02.     (N)    093 16 26.     (W)     SCALED    
 PP1190* NAVD 88     -       263.117  (meters)     863.24   (feet)  ADJUSTED  
 PP1190  ___________________________________________________________________
 PP1190  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP1190  DYNAMIC HT  -         263.109 (meters)     863.22  (feet)  COMP
 PP1190  MODELED GRAV-     980,581.0   (mgal)                       NAVD 88
 PP1190
 PP1190  VERT ORDER  -  SECOND    CLASS 0
 PP1190
 PP1190.The horizontal coordinates were scaled from a topographic map and have
 PP1190.an estimated accuracy of +/- 6 seconds.
 PP1190
 PP1190.The orthometric height was determined by differential leveling
 PP1190.and adjusted by the National Geodetic Survey in June 1991..
 PP1190
 PP1190.The geoid height was determined by GEOID03.
 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     -   315,140.      857,310.      MT  (+/- 180 meters Scaled)
 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: 15TVK783756(NAD 83)
 PP1190_MARKER: DD = SURVEY DISK
 PP1190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1190_SP_SET: BRIDGE
 PP1190_STAMPING: 2782 Y 1970
 PP1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1190
 PP1190  HISTORY     - Date     Condition        Report By
 PP1190  HISTORY     - 1970     MONUMENTED       MNDT
 PP1190  HISTORY     - 20010721 GOOD             USPSQD
 PP1190  HISTORY     - 20040221 GOOD             USPSQD
 PP1190
 PP1190                          STATION DESCRIPTION
 PP1190
 PP1190'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1191 ***********************************************************************
 PP1191  DESIGNATION -  2782 Z 1
 PP1191  PID         -  PP1191
 PP1191  STATE/COUNTY-  MN/HENNEPIN
 PP1191  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1191
 PP1191                         *CURRENT SURVEY CONTROL
 PP1191  ___________________________________________________________________
 PP1191* NAD 83(1986)-  44 56 15.     (N)    093 16 26.     (W)     SCALED    
 PP1191* NAVD 88     -       261.413  (meters)     857.65   (feet)  ADJUSTED  
 PP1191  ___________________________________________________________________
 PP1191  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP1191  DYNAMIC HT  -         261.405 (meters)     857.63  (feet)  COMP
 PP1191  MODELED GRAV-     980,581.3   (mgal)                       NAVD 88
 PP1191
 PP1191  VERT ORDER  -  SECOND    CLASS 0
 PP1191
 PP1191.The horizontal coordinates were scaled from a topographic map and have
 PP1191.an estimated accuracy of +/- 6 seconds.
 PP1191
 PP1191.The orthometric height was determined by differential leveling
 PP1191.and adjusted by the National Geodetic Survey in June 1991..
 PP1191
 PP1191.The geoid height was determined by GEOID03.
 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     -   315,540.      857,310.      MT  (+/- 180 meters Scaled)
 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: 15TVK783760(NAD 83)
 PP1191_MARKER: DD = SURVEY DISK
 PP1191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1191_SP_SET: BRIDGE
 PP1191_STAMPING: 2782 Z 1 1970
 PP1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1191
 PP1191  HISTORY     - Date     Condition        Report By
 PP1191  HISTORY     - 1970     MONUMENTED       MNDT
 PP1191  HISTORY     - 1987     GOOD             USPSQD
 PP1191  HISTORY     - 1991     GOOD             USPSQD
 PP1191  HISTORY     - 20010721 GOOD             USPSQD
 PP1191  HISTORY     - 20040221 GOOD             USPSQD
 PP1191
 PP1191                          STATION DESCRIPTION
 PP1191
 PP1191'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1192 ***********************************************************************
 PP1192  DESIGNATION -  2782 Z 2
 PP1192  PID         -  PP1192
 PP1192  STATE/COUNTY-  MN/HENNEPIN
 PP1192  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1192
 PP1192                         *CURRENT SURVEY CONTROL
 PP1192  ___________________________________________________________________
 PP1192* NAD 83(1986)-  44 56 21.     (N)    093 16 27.     (W)     SCALED    
 PP1192* NAVD 88     -       261.727  (meters)     858.68   (feet)  ADJUSTED  
 PP1192  ___________________________________________________________________
 PP1192  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP1192  DYNAMIC HT  -         261.720 (meters)     858.66  (feet)  COMP
 PP1192  MODELED GRAV-     980,581.4   (mgal)                       NAVD 88
 PP1192
 PP1192  VERT ORDER  -  SECOND    CLASS 0
 PP1192
 PP1192.The horizontal coordinates were scaled from a topographic map and have
 PP1192.an estimated accuracy of +/- 6 seconds.
 PP1192
 PP1192.The orthometric height was determined by differential leveling
 PP1192.and adjusted by the National Geodetic Survey in June 1991..
 PP1192
 PP1192.The geoid height was determined by GEOID03.
 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     -   315,720.      857,290.      MT  (+/- 180 meters Scaled)
 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: 15TVK783762(NAD 83)
 PP1192_MARKER: DD = SURVEY DISK
 PP1192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1192_SP_SET: BRIDGE
 PP1192_STAMPING: 2782 Z 2 1970
 PP1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1192
 PP1192  HISTORY     - Date     Condition        Report By
 PP1192  HISTORY     - 1970     MONUMENTED       MNDT
 PP1192  HISTORY     - 1987     GOOD             USPSQD
 PP1192  HISTORY     - 1991     GOOD             USPSQD
 PP1192  HISTORY     - 20010721 GOOD             USPSQD
 PP1192  HISTORY     - 20040221 GOOD             USPSQD
 PP1192
 PP1192                          STATION DESCRIPTION
 PP1192
 PP1192'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0997 ***********************************************************************
 PP0997  DESIGNATION -  2783 A
 PP0997  PID         -  PP0997
 PP0997  STATE/COUNTY-  MN/HENNEPIN
 PP0997  USGS QUAD   -  ST PAUL WEST (1993)
 PP0997
 PP0997                         *CURRENT SURVEY CONTROL
 PP0997  ___________________________________________________________________
 PP0997* NAD 83(1986)-  44 58 55.     (N)    093 14 34.     (W)     SCALED    
 PP0997* NAVD 88     -       252.677  (meters)     828.99   (feet)  ADJUSTED  
 PP0997  ___________________________________________________________________
 PP0997  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 PP0997  DYNAMIC HT  -         252.671 (meters)     828.97  (feet)  COMP
 PP0997  MODELED GRAV-     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
 PP0997.and adjusted by the National Geodetic Survey in June 1991..
 PP0997
 PP0997.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP0997_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0997_SP_SET: BRIDGE
 PP0997_STAMPING: 2783 A 1970
 PP0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0997
 PP0997  HISTORY     - Date     Condition        Report By
 PP0997  HISTORY     - 1970     MONUMENTED       MNDT
 PP0997  HISTORY     - 1973     GOOD             MNDT
 PP0997  HISTORY     - 19861001 GOOD             USPSQD
 PP0997  HISTORY     - 1989     GOOD             USPSQD
 PP0997  HISTORY     - 19940822 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1450 ***********************************************************************
 PP1450  DESIGNATION -  2783 B
 PP1450  PID         -  PP1450
 PP1450  STATE/COUNTY-  MN/HENNEPIN
 PP1450  USGS QUAD   -  ST PAUL WEST (1993)
 PP1450
 PP1450                         *CURRENT SURVEY CONTROL
 PP1450  ___________________________________________________________________
 PP1450* NAD 83(1986)-  44 58 28.     (N)    093 14 59.     (W)     SCALED    
 PP1450* NAVD 88     -       248.755  (meters)     816.12   (feet)  ADJUSTED  
 PP1450  ___________________________________________________________________
 PP1450  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 PP1450  DYNAMIC HT  -         248.748 (meters)     816.10  (feet)  COMP
 PP1450  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 PP1450
 PP1450  VERT ORDER  -  SECOND    CLASS 0
 PP1450
 PP1450.The horizontal coordinates were scaled from a topographic map and have
 PP1450.an estimated accuracy of +/- 6 seconds.
 PP1450
 PP1450.The orthometric height was determined by differential leveling
 PP1450.and adjusted by the National Geodetic Survey in June 1991..
 PP1450
 PP1450.Photographs are available for this station.
 PP1450
 PP1450.The geoid height was determined by GEOID03.
 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     -   319,660.      859,180.      MT  (+/- 180 meters Scaled)
 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: 15TVK803801(NAD 83)
 PP1450_MARKER: DD = SURVEY DISK
 PP1450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1450_SP_SET: BRIDGE
 PP1450_STAMPING: 2783-B 1972
 PP1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1450
 PP1450  HISTORY     - Date     Condition        Report By
 PP1450  HISTORY     - 1972     MONUMENTED       MNDT
 PP1450  HISTORY     - 1985     GOOD             USPSQD
 PP1450  HISTORY     - 19861001 GOOD             USPSQD
 PP1450
 PP1450                          STATION DESCRIPTION
 PP1450
 PP1450'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1454 ***********************************************************************
 PP1454  DESIGNATION -  2783 B 1
 PP1454  PID         -  PP1454
 PP1454  STATE/COUNTY-  MN/HENNEPIN
 PP1454  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1454
 PP1454                         *CURRENT SURVEY CONTROL
 PP1454  ___________________________________________________________________
 PP1454* NAD 83(1986)-  44 58 27.     (N)    093 15 02.     (W)     SCALED    
 PP1454* NAVD 88     -       252.226  (meters)     827.51   (feet)  ADJUSTED  
 PP1454  ___________________________________________________________________
 PP1454  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP1454  DYNAMIC HT  -         252.220 (meters)     827.49  (feet)  COMP
 PP1454  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 PP1454
 PP1454  VERT ORDER  -  SECOND    CLASS 0
 PP1454
 PP1454.The horizontal coordinates were scaled from a topographic map and have
 PP1454.an estimated accuracy of +/- 6 seconds.
 PP1454
 PP1454.The orthometric height was determined by differential leveling
 PP1454.and adjusted by the National Geodetic Survey in June 1991..
 PP1454
 PP1454.The geoid height was determined by GEOID03.
 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     -   319,630.      859,110.      MT  (+/- 180 meters Scaled)
 PP1454
 PP1454                          SUPERSEDED SURVEY CONTROL
 PP1454
 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: 15TVK802801(NAD 83)
 PP1454_MARKER: DD = SURVEY DISK
 PP1454_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1454_SP_SET: BRIDGE
 PP1454_STAMPING: 2783-B1 1972
 PP1454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1454
 PP1454  HISTORY     - Date     Condition        Report By
 PP1454  HISTORY     - 1972     MONUMENTED       MNDT
 PP1454  HISTORY     - 1985     GOOD             USPSQD
 PP1454
 PP1454                          STATION DESCRIPTION
 PP1454
 PP1454'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1456 ***********************************************************************
 PP1456  DESIGNATION -  2783 B 2
 PP1456  PID         -  PP1456
 PP1456  STATE/COUNTY-  MN/HENNEPIN
 PP1456  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1456
 PP1456                         *CURRENT SURVEY CONTROL
 PP1456  ___________________________________________________________________
 PP1456* NAD 83(1996)-  44 58 22.48013(N)    093 15 05.01709(W)     ADJUSTED  
 PP1456* NAVD 88     -       255.654  (meters)     838.76   (feet)  ADJUSTED  
 PP1456  ___________________________________________________________________
 PP1456  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 PP1456  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP1456  DYNAMIC HT  -         255.647 (meters)     838.74  (feet)  COMP
 PP1456  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 PP1456
 PP1456  HORZ ORDER  -  THIRD
 PP1456  VERT ORDER  -  SECOND    CLASS 0
 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
 PP1456.and adjusted by the National Geodetic Survey in June 1991..
 PP1456
 PP1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1456
 PP1456.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1456;SPC MN S     -   319,486.869   859,049.617   MT  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  =   0.99992003
 PP1456!UTM  15      -   0.99996417  x   0.99960483  =   0.99956901
 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: 15TVK8017779972(NAD 83)
 PP1456_MARKER: DD = SURVEY DISK
 PP1456_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1456_SP_SET: BRIDGE
 PP1456_STAMPING: 2783-B2 1972
 PP1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1456
 PP1456  HISTORY     - Date     Condition        Report By
 PP1456  HISTORY     - 1972     MONUMENTED       MNDT
 PP1456  HISTORY     - 19861019 GOOD             USPSQD
 PP1456
 PP1456                          STATION DESCRIPTION
 PP1456
 PP1456'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1455 ***********************************************************************
 PP1455  DESIGNATION -  2783 B 3
 PP1455  PID         -  PP1455
 PP1455  STATE/COUNTY-  MN/HENNEPIN
 PP1455  USGS QUAD   -  ST PAUL WEST (1993)
 PP1455
 PP1455                         *CURRENT SURVEY CONTROL
 PP1455  ___________________________________________________________________
 PP1455* NAD 83(1986)-  44 58 26.     (N)    093 14 56.     (W)     SCALED    
 PP1455* NAVD 88     -       255.041  (meters)     836.75   (feet)  ADJUSTED  
 PP1455  ___________________________________________________________________
 PP1455  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 PP1455  DYNAMIC HT  -         255.034 (meters)     836.72  (feet)  COMP
 PP1455  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 PP1455
 PP1455  VERT ORDER  -  SECOND    CLASS 0
 PP1455
 PP1455.The horizontal coordinates were scaled from a topographic map and have
 PP1455.an estimated accuracy of +/- 6 seconds.
 PP1455
 PP1455.The orthometric height was determined by differential leveling
 PP1455.and adjusted by the National Geodetic Survey in June 1991..
 PP1455
 PP1455.The geoid height was determined by GEOID03.
 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     -   319,600.      859,250.      MT  (+/- 180 meters Scaled)
 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: 15TVK803800(NAD 83)
 PP1455_MARKER: DD = SURVEY DISK
 PP1455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1455_SP_SET: BRIDGE
 PP1455_STAMPING: 2783-B3 1972
 PP1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1455
 PP1455  HISTORY     - Date     Condition        Report By
 PP1455  HISTORY     - 1972     MONUMENTED       MNDT
 PP1455  HISTORY     - 1985     GOOD             USPSQD
 PP1455
 PP1455                          STATION DESCRIPTION
 PP1455
 PP1455'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1459 ***********************************************************************
 PP1459  DESIGNATION -  2783 B 4
 PP1459  PID         -  PP1459
 PP1459  STATE/COUNTY-  MN/HENNEPIN
 PP1459  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1459
 PP1459                         *CURRENT SURVEY CONTROL
 PP1459  ___________________________________________________________________
 PP1459* NAD 83(1986)-  44 58 24.     (N)    093 15 18.     (W)     SCALED    
 PP1459* NAVD 88     -       253.331  (meters)     831.14   (feet)  ADJUSTED  
 PP1459  ___________________________________________________________________
 PP1459  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP1459  DYNAMIC HT  -         253.325 (meters)     831.12  (feet)  COMP
 PP1459  MODELED GRAV-     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
 PP1459.and adjusted by the National Geodetic Survey in June 1991..
 PP1459
 PP1459.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP1459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1459_SP_SET: BRIDGE
 PP1459_STAMPING: 2783-B4 1972
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1452 ***********************************************************************
 PP1452  DESIGNATION -  2783 B 5
 PP1452  PID         -  PP1452
 PP1452  STATE/COUNTY-  MN/HENNEPIN
 PP1452  USGS QUAD   -  ST PAUL WEST (1993)
 PP1452
 PP1452                         *CURRENT SURVEY CONTROL
 PP1452  ___________________________________________________________________
 PP1452* NAD 83(1986)-  44 58 21.     (N)    093 14 51.     (W)     SCALED    
 PP1452* NAVD 88     -       252.569  (meters)     828.64   (feet)  ADJUSTED  
 PP1452  ___________________________________________________________________
 PP1452  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 PP1452  DYNAMIC HT  -         252.562 (meters)     828.61  (feet)  COMP
 PP1452  MODELED GRAV-     980,583.4   (mgal)                       NAVD 88
 PP1452
 PP1452  VERT ORDER  -  SECOND    CLASS 0
 PP1452
 PP1452.The horizontal coordinates were scaled from a topographic map and have
 PP1452.an estimated accuracy of +/- 6 seconds.
 PP1452
 PP1452.The orthometric height was determined by differential leveling
 PP1452.and adjusted by the National Geodetic Survey in June 1991..
 PP1452
 PP1452.The geoid height was determined by GEOID03.
 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     -   319,440.      859,360.      MT  (+/- 180 meters Scaled)
 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: 15TVK804799(NAD 83)
 PP1452_MARKER: DD = SURVEY DISK
 PP1452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1452_SP_SET: BRIDGE
 PP1452_STAMPING: 2783 B5-1972
 PP1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1452
 PP1452  HISTORY     - Date     Condition        Report By
 PP1452  HISTORY     - 1972     MONUMENTED       MNDT
 PP1452  HISTORY     - 19861001 GOOD             USPSQD
 PP1452
 PP1452                          STATION DESCRIPTION
 PP1452
 PP1452'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1453 ***********************************************************************
 PP1453  DESIGNATION -  2783 B 6
 PP1453  PID         -  PP1453
 PP1453  STATE/COUNTY-  MN/HENNEPIN
 PP1453  USGS QUAD   -  ST PAUL WEST (1993)
 PP1453
 PP1453                         *CURRENT SURVEY CONTROL
 PP1453  ___________________________________________________________________
 PP1453* NAD 83(1986)-  44 58 23.     (N)    093 14 30.     (W)     SCALED    
 PP1453* NAVD 88     -       247.302  (meters)     811.36   (feet)  ADJUSTED  
 PP1453  ___________________________________________________________________
 PP1453  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 PP1453  DYNAMIC HT  -         247.295 (meters)     811.33  (feet)  COMP
 PP1453  MODELED GRAV-     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
 PP1453.and adjusted by the National Geodetic Survey in June 1991..
 PP1453
 PP1453.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP1453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1453_SP_SET: ABUTMENT
 PP1453_STAMPING: 2783-B6 1972
 PP1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1453
 PP1453  HISTORY     - Date     Condition        Report By
 PP1453  HISTORY     - 1972     MONUMENTED       MNDT
 PP1453  HISTORY     - 19861001 GOOD             USPSQD
 PP1453
 PP1453                          STATION DESCRIPTION
 PP1453
 PP1453'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1462 ***********************************************************************
 PP1462  DESIGNATION -  2783 C
 PP1462  PID         -  PP1462
 PP1462  STATE/COUNTY-  MN/HENNEPIN
 PP1462  USGS QUAD   -  ST PAUL WEST (1993)
 PP1462
 PP1462                         *CURRENT SURVEY CONTROL
 PP1462  ___________________________________________________________________
 PP1462* NAD 83(1986)-  44 58 25.     (N)    093 14 56.     (W)     SCALED    
 PP1462* NAVD 88     -       256.113  (meters)     840.26   (feet)  ADJUSTED  
 PP1462  ___________________________________________________________________
 PP1462  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 PP1462  DYNAMIC HT  -         256.106 (meters)     840.24  (feet)  COMP
 PP1462  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 PP1462
 PP1462  VERT ORDER  -  SECOND    CLASS 0
 PP1462
 PP1462.The horizontal coordinates were scaled from a topographic map and have
 PP1462.an estimated accuracy of +/- 6 seconds.
 PP1462
 PP1462.The orthometric height was determined by differential leveling
 PP1462.and adjusted by the National Geodetic Survey in June 1991..
 PP1462
 PP1462.The geoid height was determined by GEOID03.
 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     -   319,570.      859,250.      MT  (+/- 180 meters Scaled)
 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: 15TVK803800(NAD 83)
 PP1462_MARKER: DD = SURVEY DISK
 PP1462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1462_SP_SET: BRIDGE
 PP1462_STAMPING: 2783-C 1972
 PP1462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1462
 PP1462  HISTORY     - Date     Condition        Report By
 PP1462  HISTORY     - 1972     MONUMENTED       MNDT
 PP1462  HISTORY     - 1985     GOOD             USPSQD
 PP1462  HISTORY     - 19861001 GOOD             USPSQD
 PP1462
 PP1462                          STATION DESCRIPTION
 PP1462
 PP1462'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1463 ***********************************************************************
 PP1463  DESIGNATION -  2783 D
 PP1463  PID         -  PP1463
 PP1463  STATE/COUNTY-  MN/HENNEPIN
 PP1463  USGS QUAD   -  ST PAUL WEST (1993)
 PP1463
 PP1463                         *CURRENT SURVEY CONTROL
 PP1463  ___________________________________________________________________
 PP1463* NAD 83(1986)-  44 58 36.     (N)    093 14 47.     (W)     SCALED    
 PP1463* NAVD 88     -       257.399  (meters)     844.48   (feet)  ADJUSTED  
 PP1463  ___________________________________________________________________
 PP1463  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 PP1463  DYNAMIC HT  -         257.392 (meters)     844.46  (feet)  COMP
 PP1463  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 PP1463
 PP1463  VERT ORDER  -  SECOND    CLASS 0
 PP1463
 PP1463.The horizontal coordinates were scaled from a topographic map and have
 PP1463.an estimated accuracy of +/- 6 seconds.
 PP1463
 PP1463.The orthometric height was determined by differential leveling
 PP1463.and adjusted by the National Geodetic Survey in June 1991..
 PP1463
 PP1463.The geoid height was determined by GEOID03.
 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     -   319,910.      859,440.      MT  (+/- 180 meters Scaled)
 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: 15TVK805803(NAD 83)
 PP1463_MARKER: DD = SURVEY DISK
 PP1463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1463_SP_SET: BRIDGE
 PP1463_STAMPING: 2783-D 1972
 PP1463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1463
 PP1463  HISTORY     - Date     Condition        Report By
 PP1463  HISTORY     - 1972     MONUMENTED       MNDT
 PP1463  HISTORY     - 19861001 GOOD             USPSQD
 PP1463
 PP1463                          STATION DESCRIPTION
 PP1463
 PP1463'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1466 ***********************************************************************
 PP1466  DESIGNATION -  2783 D 1
 PP1466  PID         -  PP1466
 PP1466  STATE/COUNTY-  MN/HENNEPIN
 PP1466  USGS QUAD   -  ST PAUL WEST (1993)
 PP1466
 PP1466                         *CURRENT SURVEY CONTROL
 PP1466  ___________________________________________________________________
 PP1466* NAD 83(1986)-  44 58 53.     (N)    093 14 37.     (W)     SCALED    
 PP1466* NAVD 88     -       250.393  (meters)     821.50   (feet)  ADJUSTED  
 PP1466  ___________________________________________________________________
 PP1466  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 PP1466  DYNAMIC HT  -         250.387 (meters)     821.48  (feet)  COMP
 PP1466  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 PP1466
 PP1466  VERT ORDER  -  SECOND    CLASS 0
 PP1466
 PP1466.The horizontal coordinates were scaled from a topographic map and have
 PP1466.an estimated accuracy of +/- 6 seconds.
 PP1466
 PP1466.The orthometric height was determined by differential leveling
 PP1466.and adjusted by the National Geodetic Survey in June 1991..
 PP1466
 PP1466.The geoid height was determined by GEOID03.
 PP1466
 PP1466.The dynamic height is computed by dividing the NAVD 88
 PP1466.geopotential number by the normal gravity value computed on the
 PP1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1466.degrees latitude (g = 980.6199 gals.).
 PP1466
 PP1466.The modeled gravity was interpolated from observed gravity values.
 PP1466
 PP1466;                    North         East    Units  Estimated Accuracy
 PP1466;SPC MN S     -   320,440.      859,660.      MT  (+/- 180 meters Scaled)
 PP1466
 PP1466                          SUPERSEDED SURVEY CONTROL
 PP1466
 PP1466  NGVD 29 (??/??/92)  250.337  (m)          821.31   (f) ADJ UNCH    2 0
 PP1466
 PP1466.Superseded values are not recommended for survey control.
 PP1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1466.See file dsdata.txt to determine how the superseded data were derived.
 PP1466
 PP1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK807809(NAD 83)
 PP1466_MARKER: DD = SURVEY DISK
 PP1466_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1466_SP_SET: BRIDGE
 PP1466_STAMPING: 2783-D1 1972
 PP1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1466
 PP1466  HISTORY     - Date     Condition        Report By
 PP1466  HISTORY     - 1972     MONUMENTED       MNDT
 PP1466  HISTORY     - 19861001 GOOD             USPSQD
 PP1466
 PP1466                          STATION DESCRIPTION
 PP1466
 PP1466'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1466'IN MINNEAPOLIS.
 PP1466'MARK IS LOCATED 1 CITY BLOCK SOUTH OF UNIVERSITY AVENUE SOUTHEAST, IN
 PP1466'THE NORTHEAST CORNER OF BRIDGE NO. 9340, FAI 35W OVER THE MISSISSIPPI
 PP1466'RIVER, THE BURLINGTON NORTHERN RAILROAD AND SECOND STREET SOUTHEAST.
 PP1466'SW 1/4 SECTION 24, T 29, R 24.
 PP1466
 PP1466                          STATION RECOVERY (1986)
 PP1466
 PP1466'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1413 ***********************************************************************
 PP1413  DESIGNATION -  2783 E
 PP1413  PID         -  PP1413
 PP1413  STATE/COUNTY-  MN/HENNEPIN
 PP1413  USGS QUAD   -  ST PAUL WEST (1993)
 PP1413
 PP1413                         *CURRENT SURVEY CONTROL
 PP1413  ___________________________________________________________________
 PP1413* NAD 83(1986)-  44 58 59.     (N)    093 14 32.     (W)     SCALED    
 PP1413* NAVD 88     -       252.522  (meters)     828.48   (feet)  ADJUSTED  
 PP1413  ___________________________________________________________________
 PP1413  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 PP1413  DYNAMIC HT  -         252.515 (meters)     828.46  (feet)  COMP
 PP1413  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 PP1413
 PP1413  VERT ORDER  -  SECOND    CLASS 0
 PP1413
 PP1413.The horizontal coordinates were scaled from a topographic map and have
 PP1413.an estimated accuracy of +/- 6 seconds.
 PP1413
 PP1413.The orthometric height was determined by differential leveling
 PP1413.and adjusted by the National Geodetic Survey in June 1991..
 PP1413
 PP1413.The geoid height was determined by GEOID03.
 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     -   320,620.      859,760.      MT  (+/- 180 meters Scaled)
 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: 15TVK809810(NAD 83)
 PP1413_MARKER: DD = SURVEY DISK
 PP1413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1413_SP_SET: BRIDGE
 PP1413_STAMPING: 2783 E 1972
 PP1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1413
 PP1413  HISTORY     - Date     Condition        Report By
 PP1413  HISTORY     - 1972     MONUMENTED       MNDT
 PP1413  HISTORY     - 1973     GOOD             MNDT
 PP1413  HISTORY     - 19861001 GOOD             USPSQD
 PP1413  HISTORY     - 1989     GOOD             USPSQD
 PP1413  HISTORY     - 20000326 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1412 ***********************************************************************
 PP1412  DESIGNATION -  2783 F
 PP1412  PID         -  PP1412
 PP1412  STATE/COUNTY-  MN/HENNEPIN
 PP1412  USGS QUAD   -  ST PAUL WEST (1993)
 PP1412
 PP1412                         *CURRENT SURVEY CONTROL
 PP1412  ___________________________________________________________________
 PP1412* NAD 83(1986)-  44 59 02.     (N)    093 14 28.     (W)     SCALED    
 PP1412* NAVD 88     -       254.353  (meters)     834.49   (feet)  ADJUSTED  
 PP1412  ___________________________________________________________________
 PP1412  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 PP1412  DYNAMIC HT  -         254.347 (meters)     834.47  (feet)  COMP
 PP1412  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 PP1412
 PP1412  VERT ORDER  -  SECOND    CLASS 0
 PP1412
 PP1412.The horizontal coordinates were scaled from a topographic map and have
 PP1412.an estimated accuracy of +/- 6 seconds.
 PP1412
 PP1412.The orthometric height was determined by differential leveling
 PP1412.and adjusted by the National Geodetic Survey in June 1991..
 PP1412
 PP1412.The geoid height was determined by GEOID03.
 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     -   320,710.      859,850.      MT  (+/- 180 meters Scaled)
 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: 15TVK809811(NAD 83)
 PP1412_MARKER: DD = SURVEY DISK
 PP1412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1412_SP_SET: BRIDGE
 PP1412_STAMPING: 2783 F 1973
 PP1412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1412
 PP1412  HISTORY     - Date     Condition        Report By
 PP1412  HISTORY     - 1973     MONUMENTED       MNDT
 PP1412  HISTORY     - 1989     GOOD             USPSQD
 PP1412  HISTORY     - 20000326 GOOD             USPSQD
 PP1412
 PP1412                          STATION DESCRIPTION
 PP1412
 PP1412'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1411 ***********************************************************************
 PP1411  DESIGNATION -  2783 G
 PP1411  PID         -  PP1411
 PP1411  STATE/COUNTY-  MN/HENNEPIN
 PP1411  USGS QUAD   -  ST PAUL WEST (1993)
 PP1411
 PP1411                         *CURRENT SURVEY CONTROL
 PP1411  ___________________________________________________________________
 PP1411* NAD 83(1996)-  44 59 11.94130(N)    093 14 18.67316(W)     ADJUSTED  
 PP1411* NAVD 88     -       255.164  (meters)     837.15   (feet)  ADJUSTED  
 PP1411  ___________________________________________________________________
 PP1411  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 PP1411  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 PP1411  DYNAMIC HT  -         255.157 (meters)     837.13  (feet)  COMP
 PP1411  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 PP1411
 PP1411  HORZ ORDER  -  SECOND
 PP1411  VERT ORDER  -  SECOND    CLASS 0
 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
 PP1411.and adjusted by the National Geodetic Survey in June 1991..
 PP1411
 PP1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1411
 PP1411.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1411;SPC MN S     -   321,022.974   860,050.804   MT  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  =   0.99992212
 PP1411!UTM  15      -   0.99996425  x   0.99960435  =   0.99956861
 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: 15TVK8119781495(NAD 83)
 PP1411_MARKER: DD = SURVEY DISK
 PP1411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1411_SP_SET: ABUTMENT
 PP1411_STAMPING: 2783 G 1973
 PP1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1411
 PP1411  HISTORY     - Date     Condition        Report By
 PP1411  HISTORY     - 1973     MONUMENTED       MNDT
 PP1411  HISTORY     - 1973     GOOD             MNHD
 PP1411  HISTORY     - 1989     GOOD             USPSQD
 PP1411  HISTORY     - 20000326 GOOD             USPSQD
 PP1411
 PP1411                          STATION DESCRIPTION
 PP1411
 PP1411'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1410 ***********************************************************************
 PP1410  DESIGNATION -  2783 H
 PP1410  PID         -  PP1410
 PP1410  STATE/COUNTY-  MN/HENNEPIN
 PP1410  USGS QUAD   -  ST PAUL WEST (1993)
 PP1410
 PP1410                         *CURRENT SURVEY CONTROL
 PP1410  ___________________________________________________________________
 PP1410* NAD 83(1986)-  44 59 16.     (N)    093 14 13.     (W)     SCALED    
 PP1410* NAVD 88     -       256.526  (meters)     841.62   (feet)  ADJUSTED  
 PP1410  ___________________________________________________________________
 PP1410  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 PP1410  DYNAMIC HT  -         256.520 (meters)     841.60  (feet)  COMP
 PP1410  MODELED GRAV-     980,583.5   (mgal)                       NAVD 88
 PP1410
 PP1410  VERT ORDER  -  SECOND    CLASS 0
 PP1410
 PP1410.The horizontal coordinates were scaled from a topographic map and have
 PP1410.an estimated accuracy of +/- 6 seconds.
 PP1410
 PP1410.The orthometric height was determined by differential leveling
 PP1410.and adjusted by the National Geodetic Survey in June 1991..
 PP1410
 PP1410.The geoid height was determined by GEOID03.
 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     -   321,150.      860,170.      MT  (+/- 180 meters Scaled)
 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: 15TVK813816(NAD 83)
 PP1410_MARKER: DD = SURVEY DISK
 PP1410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1410_SP_SET: ABUTMENT
 PP1410_STAMPING: 2783 H 1973
 PP1410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1410
 PP1410  HISTORY     - Date     Condition        Report By
 PP1410  HISTORY     - 1973     MONUMENTED       MNDT
 PP1410  HISTORY     - 1989     GOOD             USPSQD
 PP1410
 PP1410                          STATION DESCRIPTION
 PP1410
 PP1410'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1407 ***********************************************************************
 PP1407  DESIGNATION -  2783 J
 PP1407  PID         -  PP1407
 PP1407  STATE/COUNTY-  MN/HENNEPIN
 PP1407  USGS QUAD   -  ST PAUL WEST (1993)
 PP1407
 PP1407                         *CURRENT SURVEY CONTROL
 PP1407  ___________________________________________________________________
 PP1407* NAD 83(1986)-  44 59 31.     (N)    093 14 12.     (W)     SCALED    
 PP1407* NAVD 88     -       256.118  (meters)     840.28   (feet)  ADJUSTED  
 PP1407  ___________________________________________________________________
 PP1407  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 PP1407  DYNAMIC HT  -         256.111 (meters)     840.26  (feet)  COMP
 PP1407  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 PP1407
 PP1407  VERT ORDER  -  SECOND    CLASS 0
 PP1407
 PP1407.The horizontal coordinates were scaled from a topographic map and have
 PP1407.an estimated accuracy of +/- 6 seconds.
 PP1407
 PP1407.The orthometric height was determined by differential leveling
 PP1407.and adjusted by the National Geodetic Survey in June 1991..
 PP1407
 PP1407.The geoid height was determined by GEOID03.
 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     -   321,610.      860,190.      MT  (+/- 180 meters Scaled)
 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: 15TVK813820(NAD 83)
 PP1407_MARKER: DD = SURVEY DISK
 PP1407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1407_SP_SET: SIDEWALK
 PP1407_STAMPING: 2783 J 1973
 PP1407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1407
 PP1407  HISTORY     - Date     Condition        Report By
 PP1407  HISTORY     - 1973     MONUMENTED       MNDT
 PP1407  HISTORY     - 1989     GOOD             USPSQD
 PP1407
 PP1407                          STATION DESCRIPTION
 PP1407
 PP1407'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1405 ***********************************************************************
 PP1405  DESIGNATION -  2783 M
 PP1405  PID         -  PP1405
 PP1405  STATE/COUNTY-  MN/HENNEPIN
 PP1405  USGS QUAD   -  ST PAUL WEST (1993)
 PP1405
 PP1405                         *CURRENT SURVEY CONTROL
 PP1405  ___________________________________________________________________
 PP1405* NAD 83(1986)-  44 59 55.     (N)    093 14 14.     (W)     SCALED    
 PP1405* NAVD 88     -       260.482  (meters)     854.60   (feet)  ADJUSTED  
 PP1405  ___________________________________________________________________
 PP1405  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 PP1405  DYNAMIC HT  -         260.475 (meters)     854.58  (feet)  COMP
 PP1405  MODELED GRAV-     980,584.1   (mgal)                       NAVD 88
 PP1405
 PP1405  VERT ORDER  -  SECOND    CLASS 0
 PP1405
 PP1405.The horizontal coordinates were scaled from a topographic map and have
 PP1405.an estimated accuracy of +/- 6 seconds.
 PP1405
 PP1405.The orthometric height was determined by differential leveling
 PP1405.and adjusted by the National Geodetic Survey in June 1991..
 PP1405
 PP1405.The geoid height was determined by GEOID03.
 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     -   322,350.      860,140.      MT  (+/- 180 meters Scaled)
 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: 15TVK813828(NAD 83)
 PP1405_MARKER: DD = SURVEY DISK
 PP1405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1405_SP_SET: ABUTMENT
 PP1405_STAMPING: 2783 M 1973
 PP1405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1405
 PP1405  HISTORY     - Date     Condition        Report By
 PP1405  HISTORY     - 1973     MONUMENTED       MNDT
 PP1405  HISTORY     - 1989     GOOD             USPSQD
 PP1405
 PP1405                          STATION DESCRIPTION
 PP1405
 PP1405'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0582 ***********************************************************************
 QO0582  DESIGNATION -  2785 AA
 QO0582  PID         -  QO0582
 QO0582  STATE/COUNTY-  MN/HENNEPIN
 QO0582  USGS QUAD   -  OSSEO (1993)
 QO0582
 QO0582                         *CURRENT SURVEY CONTROL
 QO0582  ___________________________________________________________________
 QO0582* NAD 83(1986)-  45 02 36.     (N)    093 27 08.     (W)     SCALED    
 QO0582* NAVD 88     -       290.109  (meters)     951.80   (feet)  ADJUSTED  
 QO0582  ___________________________________________________________________
 QO0582  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 QO0582  DYNAMIC HT  -         290.102 (meters)     951.78  (feet)  COMP
 QO0582  MODELED GRAV-     980,584.8   (mgal)                       NAVD 88
 QO0582
 QO0582  VERT ORDER  -  SECOND    CLASS 0
 QO0582
 QO0582.The horizontal coordinates were scaled from a topographic map and have
 QO0582.an estimated accuracy of +/- 6 seconds.
 QO0582
 QO0582.The orthometric height was determined by differential leveling
 QO0582.and adjusted by the National Geodetic Survey in June 1991..
 QO0582
 QO0582.The geoid height was determined by GEOID03.
 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     -   327,190.      843,160.      MT  (+/- 180 meters Scaled)
 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: 15TVK643878(NAD 83)
 QO0582_MARKER: DD = SURVEY DISK
 QO0582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0582_SP_SET: BRIDGE
 QO0582_STAMPING: 2785-AA 1970
 QO0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0582+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 QO0582
 QO0582  HISTORY     - Date     Condition        Report By
 QO0582  HISTORY     - 1970     MONUMENTED       MNDT
 QO0582  HISTORY     - 1986     GOOD             USPSQD
 QO0582  HISTORY     - 20041118 GOOD             USPSQD
 QO0582
 QO0582                          STATION DESCRIPTION
 QO0582
 QO0582'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1237 ***********************************************************************
 PP1237  DESIGNATION -  2785 AB
 PP1237  PID         -  PP1237
 PP1237  STATE/COUNTY-  MN/HENNEPIN
 PP1237  USGS QUAD   -  HOPKINS (1993)
 PP1237
 PP1237                         *CURRENT SURVEY CONTROL
 PP1237  ___________________________________________________________________
 PP1237* NAD 83(1986)-  44 52 39.     (N)    093 26 13.     (W)     SCALED    
 PP1237* NAVD 88     -       268.293  (meters)     880.22   (feet)  ADJUSTED  
 PP1237  ___________________________________________________________________
 PP1237  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 PP1237  DYNAMIC HT  -         268.287 (meters)     880.20  (feet)  COMP
 PP1237  MODELED GRAV-     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
 PP1237.and adjusted by the National Geodetic Survey in June 1991..
 PP1237
 PP1237.The geoid height was determined by GEOID03.
 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_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: MNDT  
 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 - February 05, 1993
 PP1237
 PP1237  HISTORY     - Date     Condition        Report By
 PP1237  HISTORY     - 1970     MONUMENTED       MNDT
 PP1237  HISTORY     - 1984     GOOD             MNDT
 PP1237  HISTORY     - 19930205 GOOD             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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0828 ***********************************************************************
 PP0828  DESIGNATION -  2785 AO
 PP0828  PID         -  PP0828
 PP0828  STATE/COUNTY-  MN/HENNEPIN
 PP0828  USGS QUAD   -  BLOOMINGTON (1997)
 PP0828
 PP0828                         *CURRENT SURVEY CONTROL
 PP0828  ___________________________________________________________________
 PP0828* NAD 83(1986)-  44 51 41.     (N)    093 17 14.     (W)     SCALED    
 PP0828* NAVD 88     -       260.458  (meters)     854.52   (feet)  ADJUSTED  
 PP0828  ___________________________________________________________________
 PP0828  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP0828  DYNAMIC HT  -         260.451 (meters)     854.50  (feet)  COMP
 PP0828  MODELED GRAV-     980,580.6   (mgal)                       NAVD 88
 PP0828
 PP0828  VERT ORDER  -  SECOND    CLASS 0
 PP0828
 PP0828.The horizontal coordinates were scaled from a topographic map and have
 PP0828.an estimated accuracy of +/- 6 seconds.
 PP0828
 PP0828.The orthometric height was determined by differential leveling
 PP0828.and adjusted by the National Geodetic Survey in June 1991..
 PP0828
 PP0828.The geoid height was determined by GEOID03.
 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     -   307,070.      856,330.      MT  (+/- 180 meters Scaled)
 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: 15TVK773675(NAD 83)
 PP0828_MARKER: DD = SURVEY DISK
 PP0828_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP0828_SP_SET: SIDEWALK
 PP0828_STAMPING: 2785 AO 1970
 PP0828_MARK LOGO: MNHD  
 PP0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0828+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1260 ***********************************************************************
 PP1260  DESIGNATION -  2785 AP
 PP1260  PID         -  PP1260
 PP1260  STATE/COUNTY-  MN/HENNEPIN
 PP1260  USGS QUAD   -  BLOOMINGTON (1997)
 PP1260
 PP1260                         *CURRENT SURVEY CONTROL
 PP1260  ___________________________________________________________________
 PP1260* NAD 83(1986)-  44 51 42.     (N)    093 16 57.     (W)     SCALED    
 PP1260* NAVD 88     -       258.618  (meters)     848.48   (feet)  ADJUSTED  
 PP1260  ___________________________________________________________________
 PP1260  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP1260  DYNAMIC HT  -         258.610 (meters)     848.46  (feet)  COMP
 PP1260  MODELED GRAV-     980,580.4   (mgal)                       NAVD 88
 PP1260
 PP1260  VERT ORDER  -  SECOND    CLASS 0
 PP1260
 PP1260.The horizontal coordinates were scaled from a topographic map and have
 PP1260.an estimated accuracy of +/- 6 seconds.
 PP1260
 PP1260.The orthometric height was determined by differential leveling
 PP1260.and adjusted by the National Geodetic Survey in June 1991..
 PP1260
 PP1260.The geoid height was determined by GEOID03.
 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     -   307,100.      856,710.      MT  (+/- 180 meters Scaled)
 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: 15TVK776676(NAD 83)
 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 - June 13, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1261 ***********************************************************************
 PP1261  DESIGNATION -  2785 AQ
 PP1261  PID         -  PP1261
 PP1261  STATE/COUNTY-  MN/HENNEPIN
 PP1261  USGS QUAD   -  BLOOMINGTON (1997)
 PP1261
 PP1261                         *CURRENT SURVEY CONTROL
 PP1261  ___________________________________________________________________
 PP1261* NAD 83(1986)-  44 51 41.     (N)    093 16 39.     (W)     SCALED    
 PP1261* NAVD 88     -       257.526  (meters)     844.90   (feet)  ADJUSTED  
 PP1261  ___________________________________________________________________
 PP1261  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 PP1261  DYNAMIC HT  -         257.519 (meters)     844.88  (feet)  COMP
 PP1261  MODELED GRAV-     980,580.1   (mgal)                       NAVD 88
 PP1261
 PP1261  VERT ORDER  -  SECOND    CLASS 0
 PP1261
 PP1261.The horizontal coordinates were scaled from a topographic map and have
 PP1261.an estimated accuracy of +/- 6 seconds.
 PP1261
 PP1261.The orthometric height was determined by differential leveling
 PP1261.and adjusted by the National Geodetic Survey in June 1991..
 PP1261
 PP1261.The geoid height was determined by GEOID03.
 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     -   307,080.      857,100.      MT  (+/- 180 meters Scaled)
 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: 15TVK780675(NAD 83)
 PP1261_MARKER: DD = SURVEY DISK
 PP1261_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP1261_SP_SET: SIDEWALK
 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 - June 13, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1262 ***********************************************************************
 PP1262  DESIGNATION -  2785 AR
 PP1262  PID         -  PP1262
 PP1262  STATE/COUNTY-  MN/HENNEPIN
 PP1262  USGS QUAD   -  BLOOMINGTON (1997)
 PP1262
 PP1262                         *CURRENT SURVEY CONTROL
 PP1262  ___________________________________________________________________
 PP1262* NAD 83(1986)-  44 51 40.     (N)    093 16 25.     (W)     SCALED    
 PP1262* NAVD 88     -       255.606  (meters)     838.60   (feet)  ADJUSTED  
 PP1262  ___________________________________________________________________
 PP1262  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 PP1262  DYNAMIC HT  -         255.598 (meters)     838.57  (feet)  COMP
 PP1262  MODELED GRAV-     980,579.9   (mgal)                       NAVD 88
 PP1262
 PP1262  VERT ORDER  -  SECOND    CLASS 0
 PP1262
 PP1262.The horizontal coordinates were scaled from a topographic map and have
 PP1262.an estimated accuracy of +/- 6 seconds.
 PP1262
 PP1262.The orthometric height was determined by differential leveling
 PP1262.and adjusted by the National Geodetic Survey in June 1991..
 PP1262
 PP1262.The geoid height was determined by GEOID03.
 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     -   307,050.      857,410.      MT  (+/- 180 meters Scaled)
 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: 15TVK783675(NAD 83)
 PP1262_MARKER: DD = SURVEY DISK
 PP1262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1262_SP_SET: FOOTING
 PP1262_STAMPING: 2785 AR 1970
 PP1262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1262+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 PP1262
 PP1262  HISTORY     - Date     Condition        Report By
 PP1262  HISTORY     - 1970     MONUMENTED       MNDT
 PP1262  HISTORY     - 1970     GOOD             MNDT
 PP1262  HISTORY     - 1990     GOOD             USPSQD
 PP1262  HISTORY     - 20010729 GOOD             USPSQD
 PP1262  HISTORY     - 20040925 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1266 ***********************************************************************
 PP1266  DESIGNATION -  2785 AU 2
 PP1266  PID         -  PP1266
 PP1266  STATE/COUNTY-  MN/HENNEPIN
 PP1266  USGS QUAD   -  ST PAUL SW (1993)
 PP1266
 PP1266                         *CURRENT SURVEY CONTROL
 PP1266  ___________________________________________________________________
 PP1266* NAD 83(1986)-  44 51 43.     (N)    093 14 50.     (W)     SCALED    
 PP1266* NAVD 88     -       255.067  (meters)     836.83   (feet)  ADJUSTED  
 PP1266  ___________________________________________________________________
 PP1266  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 PP1266  DYNAMIC HT  -         255.059 (meters)     836.81  (feet)  COMP
 PP1266  MODELED GRAV-     980,578.1   (mgal)                       NAVD 88
 PP1266
 PP1266  VERT ORDER  -  SECOND    CLASS 0
 PP1266
 PP1266.The horizontal coordinates were scaled from a topographic map and have
 PP1266.an estimated accuracy of +/- 6 seconds.
 PP1266
 PP1266.The orthometric height was determined by differential leveling
 PP1266.and adjusted by the National Geodetic Survey in June 1991..
 PP1266
 PP1266.Photographs are available for this station.
 PP1266
 PP1266.The geoid height was determined by GEOID03.
 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.      859,490.      MT  (+/- 180 meters Scaled)
 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: 15TVK804676(NAD 83)
 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: MNDT  
 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 SUITABLE FOR
 PP1266+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 PP1266
 PP1266  HISTORY     - Date     Condition        Report By
 PP1266  HISTORY     - 1970     MONUMENTED       MNDT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD8827 ***********************************************************************
 AD8827  DESIGNATION -  2785 AW
 AD8827  PID         -  AD8827
 AD8827  STATE/COUNTY-  MN/HENNEPIN
 AD8827  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8827
 AD8827                         *CURRENT SURVEY CONTROL
 AD8827  ___________________________________________________________________
 AD8827* NAD 83(1986)-  44 51 43.     (N)    093 25 28.     (W)     SCALED    
 AD8827* NAVD 88     -       275.792  (meters)     904.83   (feet)  ADJUSTED  
 AD8827  ___________________________________________________________________
 AD8827  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AD8827  DYNAMIC HT  -         275.787 (meters)     904.81  (feet)  COMP
 AD8827  MODELED GRAV-     980,588.1   (mgal)                       NAVD 88
 AD8827
 AD8827  VERT ORDER  -  SECOND    CLASS I
 AD8827
 AD8827.The horizontal coordinates were scaled from a topographic map and have
 AD8827.an estimated accuracy of +/- 6 seconds.
 AD8827
 AD8827.The orthometric height was determined by differential leveling
 AD8827.and adjusted by the National Geodetic Survey in November 1999..
 AD8827.No vertical observational check was made to the station.
 AD8827
 AD8827.The geoid height was determined by GEOID03.
 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     -   307,050.      845,490.      MT  (+/- 180 meters Scaled)
 AD8827
 AD8827                          SUPERSEDED SURVEY CONTROL
 AD8827
 AD8827  NAVD 88 (09/23/97)  275.796  (m)          904.84   (f) UNKNOWN     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: 15TVK664677(NAD 83)
 AD8827_MARKER: DH = HORIZONTAL CONTROL DISK
 AD8827_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD8827_SP_SET: BRIDGE SIDEWALK
 AD8827_STAMPING: 2785 AW 1984
 AD8827_MARK LOGO: MNDT  
 AD8827_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD8827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8827+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1993
 AD8827
 AD8827  HISTORY     - Date     Condition        Report By
 AD8827  HISTORY     - 1984     MONUMENTED       MNDT
 AD8827  HISTORY     - 19930218 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD8828 ***********************************************************************
 AD8828  DESIGNATION -  2785 AX
 AD8828  PID         -  AD8828
 AD8828  STATE/COUNTY-  MN/HENNEPIN
 AD8828  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8828
 AD8828                         *CURRENT SURVEY CONTROL
 AD8828  ___________________________________________________________________
 AD8828* NAD 83(1986)-  44 52 06.     (N)    093 25 53.     (W)     SCALED    
 AD8828* NAVD 88     -       275.473  (meters)     903.78   (feet)  ADJUSTED  
 AD8828  ___________________________________________________________________
 AD8828  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AD8828  DYNAMIC HT  -         275.467 (meters)     903.76  (feet)  COMP
 AD8828  MODELED GRAV-     980,586.2   (mgal)                       NAVD 88
 AD8828
 AD8828  VERT ORDER  -  SECOND    CLASS I
 AD8828
 AD8828.The horizontal coordinates were scaled from a topographic map and have
 AD8828.an estimated accuracy of +/- 6 seconds.
 AD8828
 AD8828.The orthometric height was determined by differential leveling
 AD8828.and adjusted by the National Geodetic Survey in September 1997..
 AD8828
 AD8828.The geoid height was determined by GEOID03.
 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     -   307,750.      844,930.      MT  (+/- 180 meters Scaled)
 AD8828
 AD8828                          SUPERSEDED SURVEY CONTROL
 AD8828
 AD8828.No superseded survey control is available for this station.
 AD8828
 AD8828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK659684(NAD 83)
 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 - February 03, 1993
 AD8828
 AD8828  HISTORY     - Date     Condition        Report By
 AD8828  HISTORY     - 1984     MONUMENTED       MNDT
 AD8828  HISTORY     - 19930203 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4390 ***********************************************************************
 AH4390  DESIGNATION -  2785 AY
 AH4390  PID         -  AH4390
 AH4390  STATE/COUNTY-  MN/HENNEPIN
 AH4390  USGS QUAD   -  ST PAUL SW (1993)
 AH4390
 AH4390                         *CURRENT SURVEY CONTROL
 AH4390  ___________________________________________________________________
 AH4390* NAD 83(1986)-  44 51 44.     (N)    093 13 21.     (W)     SCALED    
 AH4390* NAVD 88     -       252.946  (meters)     829.87   (feet)  ADJUSTED  
 AH4390  ___________________________________________________________________
 AH4390  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AH4390  DYNAMIC HT  -         252.937 (meters)     829.84  (feet)  COMP
 AH4390  MODELED GRAV-     980,577.0   (mgal)                       NAVD 88
 AH4390
 AH4390  VERT ORDER  -  SECOND    CLASS I
 AH4390
 AH4390.The horizontal coordinates were scaled from a topographic map and have
 AH4390.an estimated accuracy of +/- 6 seconds.
 AH4390
 AH4390.The orthometric height was determined by differential leveling
 AH4390.and adjusted by the National Geodetic Survey in June 2000..
 AH4390
 AH4390.The geoid height was determined by GEOID03.
 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     -   307,210.      861,450.      MT  (+/- 180 meters Scaled)
 AH4390
 AH4390                          SUPERSEDED SURVEY CONTROL
 AH4390
 AH4390.No superseded survey control is available for this station.
 AH4390
 AH4390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK824676(NAD 83)
 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 SUITABLE FOR
 AH4390+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AH4390
 AH4390  HISTORY     - Date     Condition        Report By
 AH4390  HISTORY     - 1988     MONUMENTED       MNDT
 AH4390  HISTORY     - 20041006 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4391 ***********************************************************************
 AH4391  DESIGNATION -  2785 AZ
 AH4391  PID         -  AH4391
 AH4391  STATE/COUNTY-  MN/HENNEPIN
 AH4391  USGS QUAD   -  ST PAUL SW (1993)
 AH4391
 AH4391                         *CURRENT SURVEY CONTROL
 AH4391  ___________________________________________________________________
 AH4391* NAD 83(1986)-  44 51 42.     (N)    093 12 49.     (W)     SCALED    
 AH4391* NAVD 88     -       252.630  (meters)     828.84   (feet)  ADJUSTED  
 AH4391  ___________________________________________________________________
 AH4391  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AH4391  DYNAMIC HT  -         252.622 (meters)     828.81  (feet)  COMP
 AH4391  MODELED GRAV-     980,576.6   (mgal)                       NAVD 88
 AH4391
 AH4391  VERT ORDER  -  SECOND    CLASS I
 AH4391
 AH4391.The horizontal coordinates were scaled from a topographic map and have
 AH4391.an estimated accuracy of +/- 6 seconds.
 AH4391
 AH4391.The orthometric height was determined by differential leveling
 AH4391.and adjusted by the National Geodetic Survey in June 2000..
 AH4391
 AH4391.The geoid height was determined by GEOID03.
 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     -   307,150.      862,150.      MT  (+/- 180 meters Scaled)
 AH4391
 AH4391                          SUPERSEDED SURVEY CONTROL
 AH4391
 AH4391.No superseded survey control is available for this station.
 AH4391
 AH4391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK831676(NAD 83)
 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 SUITABLE FOR
 AH4391+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AH4391
 AH4391  HISTORY     - Date     Condition        Report By
 AH4391  HISTORY     - 1988     MONUMENTED       MNDT
 AH4391  HISTORY     - 20041006 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4392 ***********************************************************************
 AH4392  DESIGNATION -  2785 BA
 AH4392  PID         -  AH4392
 AH4392  STATE/COUNTY-  MN/HENNEPIN
 AH4392  USGS QUAD   -  ST PAUL SW (1993)
 AH4392
 AH4392                         *CURRENT SURVEY CONTROL
 AH4392  ___________________________________________________________________
 AH4392* NAD 83(1986)-  44 51 42.     (N)    093 12 51.     (W)     SCALED    
 AH4392* NAVD 88     -       251.614  (meters)     825.50   (feet)  ADJUSTED  
 AH4392  ___________________________________________________________________
 AH4392  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AH4392  DYNAMIC HT  -         251.606 (meters)     825.48  (feet)  COMP
 AH4392  MODELED GRAV-     980,576.6   (mgal)                       NAVD 88
 AH4392
 AH4392  VERT ORDER  -  SECOND    CLASS I
 AH4392
 AH4392.The horizontal coordinates were scaled from a topographic map and have
 AH4392.an estimated accuracy of +/- 6 seconds.
 AH4392
 AH4392.The orthometric height was determined by differential leveling
 AH4392.and adjusted by the National Geodetic Survey in June 2000..
 AH4392
 AH4392.The geoid height was determined by GEOID03.
 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     -   307,150.      862,110.      MT  (+/- 180 meters Scaled)
 AH4392
 AH4392                          SUPERSEDED SURVEY CONTROL
 AH4392
 AH4392.No superseded survey control is available for this station.
 AH4392
 AH4392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK830676(NAD 83)
 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 SUITABLE FOR
 AH4392+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AH4392
 AH4392  HISTORY     - Date     Condition        Report By
 AH4392  HISTORY     - 1988     MONUMENTED       MNDT
 AH4392  HISTORY     - 20041006 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0581 ***********************************************************************
 QO0581  DESIGNATION -  2785 BB
 QO0581  PID         -  QO0581
 QO0581  STATE/COUNTY-  MN/HENNEPIN
 QO0581  USGS QUAD   -  OSSEO (1993)
 QO0581
 QO0581                         *CURRENT SURVEY CONTROL
 QO0581  ___________________________________________________________________
 QO0581* NAD 83(1986)-  45 02 48.     (N)    093 27 08.     (W)     SCALED    
 QO0581* NAVD 88     -       294.212  (meters)     965.26   (feet)  ADJUSTED  
 QO0581  ___________________________________________________________________
 QO0581  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 QO0581  DYNAMIC HT  -         294.205 (meters)     965.24  (feet)  COMP
 QO0581  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 QO0581
 QO0581  VERT ORDER  -  SECOND    CLASS 0
 QO0581
 QO0581.The horizontal coordinates were scaled from a topographic map and have
 QO0581.an estimated accuracy of +/- 6 seconds.
 QO0581
 QO0581.The orthometric height was determined by differential leveling
 QO0581.and adjusted by the National Geodetic Survey in June 1991..
 QO0581
 QO0581.The geoid height was determined by GEOID03.
 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     -   327,560.      843,150.      MT  (+/- 180 meters Scaled)
 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: 15TVK643882(NAD 83)
 QO0581_MARKER: DD = SURVEY DISK
 QO0581_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0581_SP_SET: BRIDGE
 QO0581_STAMPING: 2785-BB 1970
 QO0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0581+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 QO0581
 QO0581  HISTORY     - Date     Condition        Report By
 QO0581  HISTORY     - 1970     MONUMENTED       MNDT
 QO0581  HISTORY     - 19991107 GOOD             USPSQD
 QO0581  HISTORY     - 20041118 GOOD             USPSQD
 QO0581
 QO0581                          STATION DESCRIPTION
 QO0581
 QO0581'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4411 ***********************************************************************
 AH4411  DESIGNATION -  2785 BC
 AH4411  PID         -  AH4411
 AH4411  STATE/COUNTY-  MN/HENNEPIN
 AH4411  USGS QUAD   -  ST PAUL SW (1993)
 AH4411
 AH4411                         *CURRENT SURVEY CONTROL
 AH4411  ___________________________________________________________________
 AH4411* NAD 83(1986)-  44 51 47.     (N)    093 12 41.     (W)     SCALED    
 AH4411* NAVD 88     -       247.522  (meters)     812.08   (feet)  ADJUSTED  
 AH4411  ___________________________________________________________________
 AH4411  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AH4411  DYNAMIC HT  -         247.514 (meters)     812.05  (feet)  COMP
 AH4411  MODELED GRAV-     980,576.7   (mgal)                       NAVD 88
 AH4411
 AH4411  VERT ORDER  -  SECOND    CLASS I
 AH4411
 AH4411.The horizontal coordinates were scaled from a topographic map and have
 AH4411.an estimated accuracy of +/- 6 seconds.
 AH4411
 AH4411.The orthometric height was determined by differential leveling
 AH4411.and adjusted by the National Geodetic Survey in June 2000..
 AH4411
 AH4411.The geoid height was determined by GEOID03.
 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     -   307,310.      862,320.      MT  (+/- 180 meters Scaled)
 AH4411
 AH4411                          SUPERSEDED SURVEY CONTROL
 AH4411
 AH4411.No superseded survey control is available for this station.
 AH4411
 AH4411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK833677(NAD 83)
 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 - October 06, 2004
 AH4411
 AH4411  HISTORY     - Date     Condition        Report By
 AH4411  HISTORY     - 1988     MONUMENTED       MNDT
 AH4411  HISTORY     - 20041006 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4412 ***********************************************************************
 AH4412  DESIGNATION -  2785 BD
 AH4412  PID         -  AH4412
 AH4412  STATE/COUNTY-  MN/HENNEPIN
 AH4412  USGS QUAD   -  ST PAUL SW (1993)
 AH4412
 AH4412                         *CURRENT SURVEY CONTROL
 AH4412  ___________________________________________________________________
 AH4412* NAD 83(1986)-  44 51 47.     (N)    093 12 41.     (W)     SCALED    
 AH4412* NAVD 88     -       247.792  (meters)     812.96   (feet)  ADJUSTED  
 AH4412  ___________________________________________________________________
 AH4412  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AH4412  DYNAMIC HT  -         247.784 (meters)     812.94  (feet)  COMP
 AH4412  MODELED GRAV-     980,576.7   (mgal)                       NAVD 88
 AH4412
 AH4412  VERT ORDER  -  SECOND    CLASS I
 AH4412
 AH4412.The horizontal coordinates were scaled from a topographic map and have
 AH4412.an estimated accuracy of +/- 6 seconds.
 AH4412
 AH4412.The orthometric height was determined by differential leveling
 AH4412.and adjusted by the National Geodetic Survey in June 2000..
 AH4412
 AH4412.The geoid height was determined by GEOID03.
 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     -   307,310.      862,320.      MT  (+/- 180 meters Scaled)
 AH4412
 AH4412                          SUPERSEDED SURVEY CONTROL
 AH4412
 AH4412.No superseded survey control is available for this station.
 AH4412
 AH4412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK833677(NAD 83)
 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 - October 06, 2004
 AH4412
 AH4412  HISTORY     - Date     Condition        Report By
 AH4412  HISTORY     - 1988     MONUMENTED       MNDT
 AH4412  HISTORY     - 20041006 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4387 ***********************************************************************
 AH4387  DESIGNATION -  2785 BE
 AH4387  PID         -  AH4387
 AH4387  STATE/COUNTY-  MN/HENNEPIN
 AH4387  USGS QUAD   -  ST PAUL SW (1993)
 AH4387
 AH4387                         *CURRENT SURVEY CONTROL
 AH4387  ___________________________________________________________________
 AH4387* NAD 83(1986)-  44 51 45.     (N)    093 14 49.     (W)     SCALED    
 AH4387* NAVD 88     -       255.160  (meters)     837.14   (feet)  ADJUSTED  
 AH4387  ___________________________________________________________________
 AH4387  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AH4387  DYNAMIC HT  -         255.152 (meters)     837.11  (feet)  COMP
 AH4387  MODELED GRAV-     980,578.1   (mgal)                       NAVD 88
 AH4387
 AH4387  VERT ORDER  -  SECOND    CLASS I
 AH4387
 AH4387.The horizontal coordinates were scaled from a topographic map and have
 AH4387.an estimated accuracy of +/- 6 seconds.
 AH4387
 AH4387.The orthometric height was determined by differential leveling
 AH4387.and adjusted by the National Geodetic Survey in June 2000..
 AH4387.No vertical observational check was made to the station.
 AH4387
 AH4387.Photographs are available for this station.
 AH4387
 AH4387.The geoid height was determined by GEOID03.
 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     -   307,220.      859,510.      MT  (+/- 180 meters Scaled)
 AH4387
 AH4387                          SUPERSEDED SURVEY CONTROL
 AH4387
 AH4387.No superseded survey control is available for this station.
 AH4387
 AH4387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK804677(NAD 83)
 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 SUITABLE FOR
 AH4387+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AH4387
 AH4387  HISTORY     - Date     Condition        Report By
 AH4387  HISTORY     - 1989     MONUMENTED       MNDT
 AH4387  HISTORY     - 20031112 GOOD             MNDT
 AH4387  HISTORY     - 20041006 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0579 ***********************************************************************
 QO0579  DESIGNATION -  2785 C
 QO0579  PID         -  QO0579
 QO0579  STATE/COUNTY-  MN/HENNEPIN
 QO0579  USGS QUAD   -  OSSEO (1993)
 QO0579
 QO0579                         *CURRENT SURVEY CONTROL
 QO0579  ___________________________________________________________________
 QO0579* NAD 83(1986)-  45 03 37.     (N)    093 27 00.     (W)     SCALED    
 QO0579* NAVD 88     -       300.217  (meters)     984.96   (feet)  ADJUSTED  
 QO0579  ___________________________________________________________________
 QO0579  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 QO0579  DYNAMIC HT  -         300.208 (meters)     984.93  (feet)  COMP
 QO0579  MODELED GRAV-     980,579.5   (mgal)                       NAVD 88
 QO0579
 QO0579  VERT ORDER  -  SECOND    CLASS 0
 QO0579
 QO0579.The horizontal coordinates were scaled from a topographic map and have
 QO0579.an estimated accuracy of +/- 6 seconds.
 QO0579
 QO0579.The orthometric height was determined by differential leveling
 QO0579.and adjusted by the National Geodetic Survey in June 1991..
 QO0579
 QO0579.The geoid height was determined by GEOID03.
 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     -   329,070.      843,320.      MT  (+/- 180 meters Scaled)
 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: 15TVK645897(NAD 83)
 QO0579_MARKER: DD = SURVEY DISK
 QO0579_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0579_SP_SET: BRIDGE
 QO0579_STAMPING: 2785-C 1970
 QO0579_MARK LOGO: MNDT  
 QO0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0579+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 QO0579
 QO0579  HISTORY     - Date     Condition        Report By
 QO0579  HISTORY     - 1970     MONUMENTED       MNDT
 QO0579  HISTORY     - 1986     GOOD             USPSQD
 QO0579  HISTORY     - 1989     GOOD             MNDT
 QO0579  HISTORY     - 19991107 GOOD             USPSQD
 QO0579  HISTORY     - 20041118 GOOD             USPSQD
 QO0579
 QO0579                          STATION DESCRIPTION
 QO0579
 QO0579'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0577 ***********************************************************************
 QO0577  DESIGNATION -  2785 EE
 QO0577  PID         -  QO0577
 QO0577  STATE/COUNTY-  MN/HENNEPIN
 QO0577  USGS QUAD   -  OSSEO (1993)
 QO0577
 QO0577                         *CURRENT SURVEY CONTROL
 QO0577  ___________________________________________________________________
 QO0577* NAD 83(1986)-  45 04 50.     (N)    093 26 48.     (W)     SCALED    
 QO0577* NAVD 88     -       291.871  (meters)     957.58   (feet)  ADJUSTED  
 QO0577  ___________________________________________________________________
 QO0577  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 QO0577  DYNAMIC HT  -         291.861 (meters)     957.55  (feet)  COMP
 QO0577  MODELED GRAV-     980,572.0   (mgal)                       NAVD 88
 QO0577
 QO0577  VERT ORDER  -  SECOND    CLASS 0
 QO0577
 QO0577.The horizontal coordinates were scaled from a topographic map and have
 QO0577.an estimated accuracy of +/- 6 seconds.
 QO0577
 QO0577.The orthometric height was determined by differential leveling
 QO0577.and adjusted by the National Geodetic Survey in June 1991..
 QO0577
 QO0577.The geoid height was determined by GEOID03.
 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     -   331,330.      843,570.      MT  (+/- 180 meters Scaled)
 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: 15TVK648919(NAD 83)
 QO0577_MARKER: DD = SURVEY DISK
 QO0577_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0577_SP_SET: BRIDGE
 QO0577_STAMPING: 2785-EE 1970
 QO0577_MARK LOGO: MNDT  
 QO0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0577+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 QO0577
 QO0577  HISTORY     - Date     Condition        Report By
 QO0577  HISTORY     - 1970     MONUMENTED       MNDT
 QO0577  HISTORY     - 1985     GOOD             USPSQD
 QO0577  HISTORY     - 1989     GOOD             MNDT
 QO0577  HISTORY     - 20020928 GOOD             USPSQD
 QO0577  HISTORY     - 20041118 GOOD             USPSQD
 QO0577
 QO0577                          STATION DESCRIPTION
 QO0577
 QO0577'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1209 ***********************************************************************
 PP1209  DESIGNATION -  2785 KK
 PP1209  PID         -  PP1209
 PP1209  STATE/COUNTY-  MN/HENNEPIN
 PP1209  USGS QUAD   -  HOPKINS (1993)
 PP1209
 PP1209                         *CURRENT SURVEY CONTROL
 PP1209  ___________________________________________________________________
 PP1209* NAD 83(1986)-  44 58 32.     (N)    093 27 35.     (W)     SCALED    
 PP1209* NAVD 88     -       299.104  (meters)     981.31   (feet)  ADJUSTED  
 PP1209  ___________________________________________________________________
 PP1209  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 PP1209  DYNAMIC HT  -         299.100 (meters)     981.30  (feet)  COMP
 PP1209  MODELED GRAV-     980,595.9   (mgal)                       NAVD 88
 PP1209
 PP1209  VERT ORDER  -  SECOND    CLASS 0
 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
 PP1209.and adjusted by the National Geodetic Survey in June 1991..
 PP1209
 PP1209.The geoid height was determined by GEOID03.
 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     -   319,650.      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_MARKER: DD = SURVEY DISK
 PP1209_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1209_SP_SET: BRIDGE
 PP1209_STAMPING: 2785 KK 1970
 PP1209_MARK LOGO: MNDT  
 PP1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1209+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2006
 PP1209
 PP1209  HISTORY     - Date     Condition        Report By
 PP1209  HISTORY     - 1970     MONUMENTED       MNDT
 PP1209  HISTORY     - 1988     GOOD             MNDT
 PP1209  HISTORY     - 20021129 GOOD             USPS
 PP1209  HISTORY     - 20060927 GOOD             USPSQD
 PP1209
 PP1209                          STATION DESCRIPTION
 PP1209
 PP1209'DESCRIBED BY MN DEPT OF TRANSP 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 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1236 ***********************************************************************
 PP1236  DESIGNATION -  2785 KOS
 PP1236  PID         -  PP1236
 PP1236  STATE/COUNTY-  MN/HENNEPIN
 PP1236  USGS QUAD   -  HOPKINS (1993)
 PP1236
 PP1236                         *CURRENT SURVEY CONTROL
 PP1236  ___________________________________________________________________
 PP1236* NAD 83(1986)-  44 53 02.     (N)    093 26 25.     (W)     SCALED    
 PP1236* NAVD 88     -       281.852  (meters)     924.71   (feet)  ADJUSTED  
 PP1236  ___________________________________________________________________
 PP1236  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 PP1236  DYNAMIC HT  -         281.846 (meters)     924.69  (feet)  COMP
 PP1236  MODELED GRAV-     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
 PP1236.and adjusted by the National Geodetic Survey in June 1991..
 PP1236
 PP1236.The geoid height was determined by GEOID03.
 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_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: MNDT  
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4395 ***********************************************************************
 AH4395  DESIGNATION -  2785 LL
 AH4395  PID         -  AH4395
 AH4395  STATE/COUNTY-  MN/DAKOTA
 AH4395  USGS QUAD   -  ST PAUL SW (1993)
 AH4395
 AH4395                         *CURRENT SURVEY CONTROL
 AH4395  ___________________________________________________________________
 AH4395* NAD 83(1986)-  44 51 43.     (N)    093 11 49.     (W)     SCALED    
 AH4395* NAVD 88     -       228.078  (meters)     748.29   (feet)  ADJUSTED  
 AH4395  ___________________________________________________________________
 AH4395  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AH4395  DYNAMIC HT  -         228.071 (meters)     748.26  (feet)  COMP
 AH4395  MODELED GRAV-     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
 AH4395.and adjusted by the National Geodetic Survey in June 2000..
 AH4395
 AH4395.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1212 ***********************************************************************
 PP1212  DESIGNATION -  2785 M
 PP1212  PID         -  PP1212
 PP1212  STATE/COUNTY-  MN/HENNEPIN
 PP1212  USGS QUAD   -  HOPKINS (1993)
 PP1212
 PP1212                         *CURRENT SURVEY CONTROL
 PP1212  ___________________________________________________________________
 PP1212* NAD 83(1996)-  44 58 04.35059(N)    093 27 39.04166(W)     ADJUSTED  
 PP1212* NAVD 88     -       303.729  (meters)     996.48   (feet)  ADJUSTED  
 PP1212  ___________________________________________________________________
 PP1212  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 PP1212  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 PP1212  DYNAMIC HT  -         303.726 (meters)     996.47  (feet)  COMP
 PP1212  MODELED GRAV-     980,596.0   (mgal)                       NAVD 88
 PP1212
 PP1212  HORZ ORDER  -  SECOND
 PP1212  VERT ORDER  -  SECOND    CLASS 0
 PP1212
 PP1212.The horizontal coordinates were established by classical geodetic methods
 PP1212.and adjusted by the National Geodetic Survey in March 1999..
 PP1212
 PP1212.The orthometric height was determined by differential leveling
 PP1212.and adjusted by the National Geodetic Survey in June 1991..
 PP1212
 PP1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1212
 PP1212.The geoid height was determined by GEOID03.
 PP1212
 PP1212.The dynamic height is computed by dividing the NAVD 88
 PP1212.geopotential number by the normal gravity value computed on the
 PP1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1212.degrees latitude (g = 980.6199 gals.).
 PP1212
 PP1212.The modeled gravity was interpolated from observed gravity values.
 PP1212
 PP1212;                    North         East     Units Scale Factor Converg.
 PP1212;SPC MN S     -   318,797.113   842,532.205   MT  0.99995514   +0 22 40.5
 PP1212;UTM  15      - 4,979,485.038   463,658.080   MT  0.99961624   -0 19 32.5
 PP1212
 PP1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1212!SPC MN S     -   0.99995659  x   0.99995514  =   0.99991174
 PP1212!UTM  15      -   0.99995659  x   0.99961624  =   0.99957285
 PP1212
 PP1212                          SUPERSEDED SURVEY CONTROL
 PP1212
 PP1212  NAD 83(1986)-  44 58 04.34560(N)    093 27 39.03710(W) AD(       ) 2
 PP1212  NAD 27      -  44 58 04.47775(N)    093 27 38.20181(W) AD(       ) 2
 PP1212  NGVD 29 (??/??/92)  303.675  (m)          996.31   (f) ADJ UNCH    2 0
 PP1212
 PP1212.Superseded values are not recommended for survey control.
 PP1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1212.See file dsdata.txt to determine how the superseded data were derived.
 PP1212
 PP1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6365879485(NAD 83)
 PP1212_MARKER: DD = SURVEY DISK
 PP1212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1212_SP_SET: ABUTMENT
 PP1212_STAMPING: 2785 M 1967
 PP1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1212
 PP1212  HISTORY     - Date     Condition        Report By
 PP1212  HISTORY     - 1967     MONUMENTED       CGS
 PP1212  HISTORY     - 1967     GOOD             MNHD
 PP1212  HISTORY     - 1970     GOOD             NGS
 PP1212  HISTORY     - 1988     GOOD             USPSQD
 PP1212  HISTORY     - 20021130 GOOD             USPSQD
 PP1212  HISTORY     - 20060927 MARK NOT FOUND   USPSQD
 PP1212
 PP1212                          STATION DESCRIPTION
 PP1212
 PP1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 PP1212'STATION MARK, A STANDARD MHD BENCH MARK DISK STAMPED
 PP1212'2785 M 1967, IS SET IN THE SW CORNER OF THE OAKLAND ROAD BRIDGE
 PP1212'(BRIDGE NO. 9794) OVER F.A.I. 494.
 PP1212
 PP1212                          STATION RECOVERY (1967)
 PP1212
 PP1212'RECOVERY NOTE BY MN HIGHWAY DEPT 1967
 PP1212'2.5 MI E FROM WAYZATA.
 PP1212'MARK IS LOCATED IN THE SE1/4, SECTION 3, T117N, R22W, ABOUT 2.5 MILES
 PP1212'EAST OF WAYZATA ALONG F.A.I. 494.  MARK IS A STANDARD MINNESOTA
 PP1212'HIGHWAY DEPARTMENT DISK STAMPED 2785 M 1967, SET IN THE SOUTHWEST
 PP1212'CORNER ABUTMENT OF BRIDGE (NO. 9794).  OAKLAND ROAD OVER F.A.I. 494
 PP1212'WHICH IS ABOUT 800 FEET SOUTH OF THE INTERCHANGE OF T.H. 12 AND F.A.I.
 PP1212'494.
 PP1212
 PP1212                          STATION RECOVERY (1970)
 PP1212
 PP1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PP1212'RECOVERED IN GOOD CONDITION.
 PP1212
 PP1212                          STATION RECOVERY (1988)
 PP1212
 PP1212'RECOVERY NOTE BY US POWER SQUADRON 1988 (MB)
 PP1212'RECOVERED IN GOOD CONDITION.
 PP1212
 PP1212                          STATION RECOVERY (2002)
 PP1212
 PP1212'RECOVERY NOTE BY US POWER SQUADRON 2002 (RA)
 PP1212'RECOVERED IN GOOD CONDITION.
 PP1212
 PP1212                          STATION RECOVERY (2006)
 PP1212
 PP1212'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 PP1212'MARK HAS BEEN REPLACED BY A MN DOT VERTICAL CONTROL DISK ON A NEW
 PP1212'BRIDGE OVER I 494 DESIGNATED 27V62  2005
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1213 ***********************************************************************
 PP1213  DESIGNATION -  2785 M 1
 PP1213  PID         -  PP1213
 PP1213  STATE/COUNTY-  MN/HENNEPIN
 PP1213  USGS QUAD   -  HOPKINS (1993)
 PP1213
 PP1213                         *CURRENT SURVEY CONTROL
 PP1213  ___________________________________________________________________
 PP1213* NAD 83(1986)-  44 57 31.     (N)    093 27 34.     (W)     SCALED    
 PP1213* NAVD 88     -       292.923  (meters)     961.03   (feet)  ADJUSTED  
 PP1213  ___________________________________________________________________
 PP1213  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 PP1213  DYNAMIC HT  -         292.919 (meters)     961.02  (feet)  COMP
 PP1213  MODELED GRAV-     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
 PP1213.and adjusted by the National Geodetic Survey in June 1991..
 PP1213
 PP1213.The geoid height was determined by GEOID03.
 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_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-M1 1970
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4394 ***********************************************************************
 AH4394  DESIGNATION -  2785 MM
 AH4394  PID         -  AH4394
 AH4394  STATE/COUNTY-  MN/HENNEPIN
 AH4394  USGS QUAD   -  ST PAUL SW (1993)
 AH4394
 AH4394                         *CURRENT SURVEY CONTROL
 AH4394  ___________________________________________________________________
 AH4394* NAD 83(1986)-  44 51 45.     (N)    093 12 15.     (W)     SCALED    
 AH4394* NAVD 88     -       237.725  (meters)     779.94   (feet)  ADJUSTED  
 AH4394  ___________________________________________________________________
 AH4394  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AH4394  DYNAMIC HT  -         237.717 (meters)     779.91  (feet)  COMP
 AH4394  MODELED GRAV-     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
 AH4394.and adjusted by the National Geodetic Survey in June 2000..
 AH4394
 AH4394.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0968 ***********************************************************************
 PP0968  DESIGNATION -  2785 N
 PP0968  PID         -  PP0968
 PP0968  STATE/COUNTY-  MN/HENNEPIN
 PP0968  USGS QUAD   -  HOPKINS (1993)
 PP0968
 PP0968                         *CURRENT SURVEY CONTROL
 PP0968  ___________________________________________________________________
 PP0968* NAD 83(1986)-  44 57 08.     (N)    093 27 34.     (W)     SCALED    
 PP0968* NAVD 88     -       298.191  (meters)     978.32   (feet)  ADJUSTED  
 PP0968  ___________________________________________________________________
 PP0968  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 PP0968  DYNAMIC HT  -         298.187 (meters)     978.30  (feet)  COMP
 PP0968  MODELED GRAV-     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
 PP0968.and adjusted by the National Geodetic Survey in June 1991..
 PP0968
 PP0968.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP1215 ***********************************************************************
 PP1215  DESIGNATION -  2785 N 2
 PP1215  PID         -  PP1215
 PP1215  STATE/COUNTY-  MN/HENNEPIN
 PP1215  USGS QUAD   -  HOPKINS (1993)
 PP1215
 PP1215                         *CURRENT SURVEY CONTROL
 PP1215  ___________________________________________________________________
 PP1215* NAD 83(1986)-  44 57 13.     (N)    093 27 34.     (W)     SCALED    
 PP1215* NAVD 88     -       292.840  (meters)     960.76   (feet)  ADJUSTED  
 PP1215  ___________________________________________________________________
 PP1215  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 PP1215  DYNAMIC HT  -         292.837 (meters)     960.75  (feet)  COMP
 PP1215  MODELED GRAV-     980,595.8   (mgal)                       NAVD 88
 PP1215
 PP1215  VERT ORDER  -  SECOND    CLASS 0
 PP1215
 PP1215.The horizontal coordinates were scaled from a topographic map and have
 PP1215.an estimated accuracy of +/- 6 seconds.
 PP1215
 PP1215.The orthometric height was determined by differential leveling
 PP1215.and adjusted by the National Geodetic Survey in June 1991..
 PP1215
 PP1215.The geoid height was determined by GEOID03.
 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     -   317,210.      842,650.      MT  (+/- 180 meters Scaled)
 PP1215
 PP1215                          SUPERSEDED SURVEY CONTROL
 PP1215
 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: 15TVK637779(NAD 83)
 PP1215_MARKER: DD = SURVEY DISK
 PP1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1215_STAMPING: 2785-N2 1970
 PP1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1215+STABILITY: SURFACE MOTION
 PP1215
 PP1215  HISTORY     - Date     Condition        Report By
 PP1215  HISTORY     - 1970     MONUMENTED       MNDT
 PP1215  HISTORY     - 19961005 GOOD             USPSQD
 PP1215
 PP1215                          STATION DESCRIPTION
 PP1215
 PP1215'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4414 ***********************************************************************
 AH4414  DESIGNATION -  2785 NN
 AH4414  PID         -  AH4414
 AH4414  STATE/COUNTY-  MN/HENNEPIN
 AH4414  USGS QUAD   -  ST PAUL SW (1993)
 AH4414
 AH4414                         *CURRENT SURVEY CONTROL
 AH4414  ___________________________________________________________________
 AH4414* NAD 83(1986)-  44 51 45.     (N)    093 12 33.     (W)     SCALED    
 AH4414* NAVD 88     -       248.509  (meters)     815.32   (feet)  ADJUSTED  
 AH4414  ___________________________________________________________________
 AH4414  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AH4414  DYNAMIC HT  -         248.501 (meters)     815.29  (feet)  COMP
 AH4414  MODELED GRAV-     980,576.6   (mgal)                       NAVD 88
 AH4414
 AH4414  VERT ORDER  -  SECOND    CLASS I
 AH4414
 AH4414.The horizontal coordinates were scaled from a topographic map and have
 AH4414.an estimated accuracy of +/- 6 seconds.
 AH4414
 AH4414.The orthometric height was determined by differential leveling
 AH4414.and adjusted by the National Geodetic Survey in June 2000..
 AH4414
 AH4414.The geoid height was determined by GEOID03.
 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     -   307,250.      862,500.      MT  (+/- 180 meters Scaled)
 AH4414
 AH4414                          SUPERSEDED SURVEY CONTROL
 AH4414
 AH4414.No superseded survey control is available for this station.
 AH4414
 AH4414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK834676(NAD 83)
 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 - October 06, 2004
 AH4414
 AH4414  HISTORY     - Date     Condition        Report By
 AH4414  HISTORY     - 1982     MONUMENTED       MNDT
 AH4414  HISTORY     - 20041006 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1216 ***********************************************************************
 PP1216  DESIGNATION -  2785 P
 PP1216  PID         -  PP1216
 PP1216  STATE/COUNTY-  MN/HENNEPIN
 PP1216  USGS QUAD   -  HOPKINS (1993)
 PP1216
 PP1216                         *CURRENT SURVEY CONTROL
 PP1216  ___________________________________________________________________
 PP1216* NAD 83(1986)-  44 56 54.     (N)    093 27 28.     (W)     SCALED    
 PP1216* NAVD 88     -       298.295  (meters)     978.66   (feet)  ADJUSTED  
 PP1216  ___________________________________________________________________
 PP1216  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 PP1216  DYNAMIC HT  -         298.291 (meters)     978.64  (feet)  COMP
 PP1216  MODELED GRAV-     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
 PP1216.and adjusted by the National Geodetic Survey in June 1991..
 PP1216
 PP1216.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4413 ***********************************************************************
 AH4413  DESIGNATION -  2785 PP
 AH4413  PID         -  AH4413
 AH4413  STATE/COUNTY-  MN/HENNEPIN
 AH4413  USGS QUAD   -  ST PAUL SW (1993)
 AH4413
 AH4413                         *CURRENT SURVEY CONTROL
 AH4413  ___________________________________________________________________
 AH4413* NAD 83(1986)-  44 51 45.     (N)    093 12 37.     (W)     SCALED    
 AH4413* NAVD 88     -       249.858  (meters)     819.74   (feet)  ADJUSTED  
 AH4413  ___________________________________________________________________
 AH4413  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AH4413  DYNAMIC HT  -         249.850 (meters)     819.72  (feet)  COMP
 AH4413  MODELED GRAV-     980,576.6   (mgal)                       NAVD 88
 AH4413
 AH4413  VERT ORDER  -  SECOND    CLASS I
 AH4413
 AH4413.The horizontal coordinates were scaled from a topographic map and have
 AH4413.an estimated accuracy of +/- 6 seconds.
 AH4413
 AH4413.The orthometric height was determined by differential leveling
 AH4413.and adjusted by the National Geodetic Survey in June 2000..
 AH4413
 AH4413.The geoid height was determined by GEOID03.
 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     -   307,250.      862,410.      MT  (+/- 180 meters Scaled)
 AH4413
 AH4413                          SUPERSEDED SURVEY CONTROL
 AH4413
 AH4413.No superseded survey control is available for this station.
 AH4413
 AH4413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK833676(NAD 83)
 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 - October 06, 2004
 AH4413
 AH4413  HISTORY     - Date     Condition        Report By
 AH4413  HISTORY     - 1982     MONUMENTED       MNDT
 AH4413  HISTORY     - 20041006 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1218 ***********************************************************************
 PP1218  DESIGNATION -  2785 Q
 PP1218  PID         -  PP1218
 PP1218  STATE/COUNTY-  MN/HENNEPIN
 PP1218  USGS QUAD   -  HOPKINS (1993)
 PP1218
 PP1218                         *CURRENT SURVEY CONTROL
 PP1218  ___________________________________________________________________
 PP1218* NAD 83(1996)-  44 56 41.68553(N)    093 27 21.93328(W)     ADJUSTED  
 PP1218* NAVD 88     -       296.758  (meters)     973.61   (feet)  ADJUSTED  
 PP1218  ___________________________________________________________________
 PP1218  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 PP1218  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 PP1218  DYNAMIC HT  -         296.755 (meters)     973.60  (feet)  COMP
 PP1218  MODELED GRAV-     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
 PP1218.and adjusted by the National Geodetic Survey in June 1991..
 PP1218
 PP1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1218
 PP1218.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1218;SPC MN S     -   316,247.926   842,924.074   MT  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     -   0.99995768  x   0.99995196  =   0.99990964
 PP1218!UTM  15      -   0.99995768  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_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 = OCTOBER  6, 2006
 AH4393 ***********************************************************************
 AH4393  DESIGNATION -  2785 QQ
 AH4393  PID         -  AH4393
 AH4393  STATE/COUNTY-  MN/HENNEPIN
 AH4393  USGS QUAD   -  ST PAUL SW (1993)
 AH4393
 AH4393                         *CURRENT SURVEY CONTROL
 AH4393  ___________________________________________________________________
 AH4393* NAD 83(1986)-  44 51 47.     (N)    093 12 53.     (W)     SCALED    
 AH4393* NAVD 88     -       250.490  (meters)     821.82   (feet)  ADJUSTED  
 AH4393  ___________________________________________________________________
 AH4393  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AH4393  DYNAMIC HT  -         250.481 (meters)     821.79  (feet)  COMP
 AH4393  MODELED GRAV-     980,576.8   (mgal)                       NAVD 88
 AH4393
 AH4393  VERT ORDER  -  SECOND    CLASS I
 AH4393
 AH4393.The horizontal coordinates were scaled from a topographic map and have
 AH4393.an estimated accuracy of +/- 6 seconds.
 AH4393
 AH4393.The orthometric height was determined by differential leveling
 AH4393.and adjusted by the National Geodetic Survey in June 2000..
 AH4393
 AH4393.The geoid height was determined by GEOID03.
 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     -   307,310.      862,060.      MT  (+/- 180 meters Scaled)
 AH4393
 AH4393                          SUPERSEDED SURVEY CONTROL
 AH4393
 AH4393.No superseded survey control is available for this station.
 AH4393
 AH4393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK830677(NAD 83)
 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 SUITABLE FOR
 AH4393+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AH4393
 AH4393  HISTORY     - Date     Condition        Report By
 AH4393  HISTORY     - 1982     MONUMENTED       MNDT
 AH4393  HISTORY     - 20041006 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1220 ***********************************************************************
 PP1220  DESIGNATION -  2785 R
 PP1220  PID         -  PP1220
 PP1220  STATE/COUNTY-  MN/HENNEPIN
 PP1220  USGS QUAD   -  HOPKINS (1993)
 PP1220
 PP1220                         *CURRENT SURVEY CONTROL
 PP1220  ___________________________________________________________________
 PP1220* NAD 83(1986)-  44 56 27.     (N)    093 27 25.     (W)     SCALED    
 PP1220* NAVD 88     -       295.956  (meters)     970.98   (feet)  ADJUSTED  
 PP1220  ___________________________________________________________________
 PP1220  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 PP1220  DYNAMIC HT  -         295.953 (meters)     970.97  (feet)  COMP
 PP1220  MODELED GRAV-     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
 PP1220.and adjusted by the National Geodetic Survey in June 1991..
 PP1220.WARNING-Repeat measurements at this control monument indicate possible
 PP1220.vertical movement.
 PP1220
 PP1220.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 PP1220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1220_SP_SET: ABUTMENT
 PP1220_STAMPING: 2785 R 1967
 PP1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1220
 PP1220  HISTORY     - Date     Condition        Report By
 PP1220  HISTORY     - 1967     MONUMENTED       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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1221 ***********************************************************************
 PP1221  DESIGNATION -  2785 R 1
 PP1221  PID         -  PP1221
 PP1221  STATE/COUNTY-  MN/HENNEPIN
 PP1221  USGS QUAD   -  HOPKINS (1993)
 PP1221
 PP1221                         *CURRENT SURVEY CONTROL
 PP1221  ___________________________________________________________________
 PP1221* NAD 83(1996)-  44 56 25.02316(N)    093 27 23.25875(W)     ADJUSTED  
 PP1221* NAVD 88     -       294.621  (meters)     966.60   (feet)  ADJUSTED  
 PP1221  ___________________________________________________________________
 PP1221  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 PP1221  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 PP1221  DYNAMIC HT  -         294.617 (meters)     966.59  (feet)  COMP
 PP1221  MODELED GRAV-     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
 PP1221.and adjusted by the National Geodetic Survey in June 1991..
 PP1221.WARNING-Repeat measurements at this control monument indicate possible
 PP1221.vertical movement.
 PP1221
 PP1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1221
 PP1221.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP1221;SPC MN S     -   315,733.408   842,898.438   MT  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     -   0.99995801  x   0.99995134  =   0.99990936
 PP1221!UTM  15      -   0.99995801  x   0.99961595  =   0.99957398
 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: 15TVK6398776418(NAD 83)
 PP1221_MARKER: DD = SURVEY DISK
 PP1221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1221_SP_SET: ABUTMENT
 PP1221_STAMPING: 2785 R1 1967
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1222 ***********************************************************************
 PP1222  DESIGNATION -  2785 S
 PP1222  PID         -  PP1222
 PP1222  STATE/COUNTY-  MN/HENNEPIN
 PP1222  USGS QUAD   -  HOPKINS (1993)
 PP1222
 PP1222                         *CURRENT SURVEY CONTROL
 PP1222  ___________________________________________________________________
 PP1222* NAD 83(1986)-  44 56 04.     (N)    093 27 21.     (W)     SCALED    
 PP1222* NAVD 88     -       293.990  (meters)     964.53   (feet)  ADJUSTED  
 PP1222  ___________________________________________________________________
 PP1222  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 PP1222  DYNAMIC HT  -         293.986 (meters)     964.52  (feet)  COMP
 PP1222  MODELED GRAV-     980,594.1   (mgal)                       NAVD 88
 PP1222
 PP1222  VERT ORDER  -  SECOND    CLASS 0
 PP1222
 PP1222.The horizontal coordinates were scaled from a topographic map and have
 PP1222.an estimated accuracy of +/- 6 seconds.
 PP1222
 PP1222.The orthometric height was determined by differential leveling
 PP1222.and adjusted by the National Geodetic Survey in June 1991..
 PP1222
 PP1222.The geoid height was determined by GEOID03.
 PP1222
 PP1222.The dynamic height is computed by dividing the NAVD 88
 PP1222.geopotential number by the normal gravity value computed on the
 PP1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1222.degrees latitude (g = 980.6199 gals.).
 PP1222
 PP1222.The modeled gravity was interpolated from observed gravity values.
 PP1222
 PP1222;                    North         East    Units  Estimated Accuracy
 PP1222;SPC MN S     -   315,090.      842,950.      MT  (+/- 180 meters Scaled)
 PP1222
 PP1222                          SUPERSEDED SURVEY CONTROL
 PP1222
 PP1222  NGVD 29 (??/??/92)  293.939  (m)          964.36   (f) ADJ UNCH    2 0
 PP1222
 PP1222.Superseded values are not recommended for survey control.
 PP1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1222.See file dsdata.txt to determine how the superseded data were derived.
 PP1222
 PP1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK640757(NAD 83)
 PP1222_MARKER: DD = SURVEY DISK
 PP1222_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1222_SP_SET: ABUTMENT
 PP1222_STAMPING: 2785 S 1967
 PP1222_MARK LOGO: MNDT  
 PP1222_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1222
 PP1222  HISTORY     - Date     Condition        Report By
 PP1222  HISTORY     - 1967     MONUMENTED       MNDT
 PP1222  HISTORY     - 1979     GOOD             LOCSUR
 PP1222  HISTORY     - 1979     GOOD             MNDT
 PP1222  HISTORY     - 19961005 GOOD             USPSQD
 PP1222  HISTORY     - 20060927 MARK NOT FOUND   USPSQD
 PP1222
 PP1222                          STATION DESCRIPTION
 PP1222
 PP1222'DESCRIBED BY MN DEPT OF TRANSP 1967
 PP1222'0.5 MI SW FROM MINNETONKA MILLS.
 PP1222'MARK IS LOCATED NEAR THE CENTER OF SECTION 22, T117N, R22W, ABOUT 0.5
 PP1222'MILE SOUTHWEST OF MINNETONKA MILLS ALONG F.A.I. 494 AT ORCHARD ROAD
 PP1222'BRIDGE OVER F.A.I. 494.  MARK IS A STANDARD MINNESOTA HIGHWAY
 PP1222'DEPARTMENT DISK, STAMPED 2785 S 1967 SET IN THE SOUTHEAST CORNER
 PP1222'ABUTMENT OF BRIDGE (NO. 9878).
 PP1222
 PP1222                          STATION RECOVERY (1979)
 PP1222
 PP1222'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 PP1222'RECOVERED IN GOOD CONDITION.
 PP1222
 PP1222                          STATION RECOVERY (1979)
 PP1222
 PP1222'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
 PP1222'RECOVERED AS DESCRIBED.
 PP1222
 PP1222                          STATION RECOVERY (1996)
 PP1222
 PP1222'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP1222'RECOVERED IN GOOD CONDITION.
 PP1222
 PP1222                          STATION RECOVERY (2006)
 PP1222
 PP1222'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 PP1222'MARK HAS BEEN REPLACED BY A MN DOT VERTICAL CONTROL DISK ON A NEW
 PP1222'BRIDGE OVER I 494 DESIGNATED 27V61  2005
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3564 ***********************************************************************
 PP3564  DESIGNATION -  2785 U RESET
 PP3564  PID         -  PP3564
 PP3564  STATE/COUNTY-  MN/HENNEPIN
 PP3564  USGS QUAD   -  HOPKINS (1993)
 PP3564
 PP3564                         *CURRENT SURVEY CONTROL
 PP3564  ___________________________________________________________________
 PP3564* NAD 83(1986)-  44 54 50.     (N)    093 27 10.     (W)     SCALED    
 PP3564* NAVD 88     -       297.03   (meters)     974.5    (feet)  RESET     
 PP3564  ___________________________________________________________________
 PP3564  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 PP3564
 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.No vertical observational check was made to the station.
 PP3564
 PP3564.The geoid height was determined by GEOID03.
 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_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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1226 ***********************************************************************
 PP1226  DESIGNATION -  2785 V
 PP1226  PID         -  PP1226
 PP1226  STATE/COUNTY-  MN/HENNEPIN
 PP1226  USGS QUAD   -  HOPKINS (1993)
 PP1226
 PP1226                         *CURRENT SURVEY CONTROL
 PP1226  ___________________________________________________________________
 PP1226* NAD 83(1986)-  44 54 41.     (N)    093 26 54.     (W)     SCALED    
 PP1226* NAVD 88     -       292.598  (meters)     959.97   (feet)  ADJUSTED  
 PP1226  ___________________________________________________________________
 PP1226  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 PP1226  DYNAMIC HT  -         292.593 (meters)     959.95  (feet)  COMP
 PP1226  MODELED GRAV-     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
 PP1226.and adjusted by the National Geodetic Survey in June 1991..
 PP1226
 PP1226.The geoid height was determined by GEOID03.
 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_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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1231 ***********************************************************************
 PP1231  DESIGNATION -  2785 Y 1
 PP1231  PID         -  PP1231
 PP1231  STATE/COUNTY-  MN/HENNEPIN
 PP1231  USGS QUAD   -  HOPKINS (1993)
 PP1231
 PP1231                         *CURRENT SURVEY CONTROL
 PP1231  ___________________________________________________________________
 PP1231* NAD 83(1986)-  44 53 55.     (N)    093 26 42.     (W)     SCALED    
 PP1231* NAVD 88     -       291.354  (meters)     955.88   (feet)  ADJUSTED  
 PP1231  ___________________________________________________________________
 PP1231  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 PP1231  DYNAMIC HT  -         291.348 (meters)     955.86  (feet)  COMP
 PP1231  MODELED GRAV-     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
 PP1231.and adjusted by the National Geodetic Survey in June 1991..
 PP1231
 PP1231.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2411 ***********************************************************************
 QO2411  DESIGNATION -  2786 AB
 QO2411  PID         -  QO2411
 QO2411  STATE/COUNTY-  MN/HENNEPIN
 QO2411  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2411
 QO2411                         *CURRENT SURVEY CONTROL
 QO2411  ___________________________________________________________________
 QO2411* NAD 83(1986)-  45 04 32.     (N)    093 19 55.     (W)     SCALED    
 QO2411* NAVD 88     -       267.239  (meters)     876.77   (feet)  ADJUSTED  
 QO2411  ___________________________________________________________________
 QO2411  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 QO2411  DYNAMIC HT  -         267.235 (meters)     876.75  (feet)  COMP
 QO2411  MODELED GRAV-     980,595.4   (mgal)                       NAVD 88
 QO2411
 QO2411  VERT ORDER  -  SECOND    CLASS II
 QO2411
 QO2411.The horizontal coordinates were scaled from a topographic map and have
 QO2411.an estimated accuracy of +/- 6 seconds.
 QO2411
 QO2411.The orthometric height was determined by differential leveling
 QO2411.and adjusted by the National Geodetic Survey in June 1995..
 QO2411
 QO2411.The geoid height was determined by GEOID03.
 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     -   330,840.      852,600.      MT  (+/- 180 meters Scaled)
 QO2411
 QO2411                          SUPERSEDED SURVEY CONTROL
 QO2411
 QO2411.No superseded survey control is available for this station.
 QO2411
 QO2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK738913(NAD 83)
 QO2411_MARKER: DV = VERTICAL CONTROL DISK
 QO2411_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO2411_SP_SET: RETAINING WALL
 QO2411_STAMPING: 2786 AB 1980
 QO2411_MARK LOGO: MNDT  
 QO2411_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2411+STABILITY: SURFACE MOTION
 QO2411
 QO2411  HISTORY     - Date     Condition        Report By
 QO2411  HISTORY     - 1980     MONUMENTED       MNDT
 QO2411  HISTORY     - 19860209 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2449 ***********************************************************************
 QO2449  DESIGNATION -  2786 AE
 QO2449  PID         -  QO2449
 QO2449  STATE/COUNTY-  MN/HENNEPIN
 QO2449  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2449
 QO2449                         *CURRENT SURVEY CONTROL
 QO2449  ___________________________________________________________________
 QO2449* NAD 83(1986)-  45 04 18.     (N)    093 18 35.     (W)     SCALED    
 QO2449* NAVD 88     -       257.920  (meters)     846.19   (feet)  ADJUSTED  
 QO2449  ___________________________________________________________________
 QO2449  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 QO2449  DYNAMIC HT  -         257.917 (meters)     846.18  (feet)  COMP
 QO2449  MODELED GRAV-     980,598.3   (mgal)                       NAVD 88
 QO2449
 QO2449  VERT ORDER  -  SECOND    CLASS II
 QO2449
 QO2449.The horizontal coordinates were scaled from a topographic map and have
 QO2449.an estimated accuracy of +/- 6 seconds.
 QO2449
 QO2449.The orthometric height was determined by differential leveling
 QO2449.and adjusted by the National Geodetic Survey in June 1995..
 QO2449
 QO2449.The geoid height was determined by GEOID03.
 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     -   330,420.      854,360.      MT  (+/- 180 meters Scaled)
 QO2449
 QO2449                          SUPERSEDED SURVEY CONTROL
 QO2449
 QO2449.No superseded survey control is available for this station.
 QO2449
 QO2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK756909(NAD 83)
 QO2449_MARKER: DV = VERTICAL CONTROL DISK
 QO2449_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2449_SP_SET: BRIDGE WINGWALL
 QO2449_STAMPING: 2786 AE 1980
 QO2449_MARK LOGO: MNDT  
 QO2449_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2449
 QO2449  HISTORY     - Date     Condition        Report By
 QO2449  HISTORY     - 1980     MONUMENTED       MNDT
 QO2449  HISTORY     - 19860209 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2414 ***********************************************************************
 QO2414  DESIGNATION -  2786 AF
 QO2414  PID         -  QO2414
 QO2414  STATE/COUNTY-  MN/HENNEPIN
 QO2414  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2414
 QO2414                         *CURRENT SURVEY CONTROL
 QO2414  ___________________________________________________________________
 QO2414* NAD 83(1986)-  45 04 22.     (N)    093 18 32.     (W)     SCALED    
 QO2414* NAVD 88     -       262.078  (meters)     859.83   (feet)  ADJUSTED  
 QO2414  ___________________________________________________________________
 QO2414  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 QO2414  DYNAMIC HT  -         262.075 (meters)     859.82  (feet)  COMP
 QO2414  MODELED GRAV-     980,598.3   (mgal)                       NAVD 88
 QO2414
 QO2414  VERT ORDER  -  SECOND    CLASS II
 QO2414
 QO2414.The horizontal coordinates were scaled from a topographic map and have
 QO2414.an estimated accuracy of +/- 6 seconds.
 QO2414
 QO2414.The orthometric height was determined by differential leveling
 QO2414.and adjusted by the National Geodetic Survey in June 1995..
 QO2414
 QO2414.The geoid height was determined by GEOID03.
 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     -   330,550.      854,420.      MT  (+/- 180 meters Scaled)
 QO2414
 QO2414                          SUPERSEDED SURVEY CONTROL
 QO2414
 QO2414.No superseded survey control is available for this station.
 QO2414
 QO2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK756910(NAD 83)
 QO2414_MARKER: DV = VERTICAL CONTROL DISK
 QO2414_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2414_SP_SET: BRIDGE RAILING
 QO2414_STAMPING: 2786 AF 1980
 QO2414_MARK LOGO: MNDT  
 QO2414_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2414
 QO2414  HISTORY     - Date     Condition        Report By
 QO2414  HISTORY     - 1980     MONUMENTED       MNDT
 QO2414  HISTORY     - 19860209 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2415 ***********************************************************************
 QO2415  DESIGNATION -  2786 AG
 QO2415  PID         -  QO2415
 QO2415  STATE/COUNTY-  MN/HENNEPIN
 QO2415  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2415
 QO2415                         *CURRENT SURVEY CONTROL
 QO2415  ___________________________________________________________________
 QO2415* NAD 83(1986)-  45 04 14.     (N)    093 18 09.     (W)     SCALED    
 QO2415* NAVD 88     -       265.773  (meters)     871.96   (feet)  ADJUSTED  
 QO2415  ___________________________________________________________________
 QO2415  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 QO2415  DYNAMIC HT  -         265.770 (meters)     871.95  (feet)  COMP
 QO2415  MODELED GRAV-     980,599.0   (mgal)                       NAVD 88
 QO2415
 QO2415  VERT ORDER  -  SECOND    CLASS II
 QO2415
 QO2415.The horizontal coordinates were scaled from a topographic map and have
 QO2415.an estimated accuracy of +/- 6 seconds.
 QO2415
 QO2415.The orthometric height was determined by differential leveling
 QO2415.and adjusted by the National Geodetic Survey in June 1995..
 QO2415
 QO2415.The geoid height was determined by GEOID03.
 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     -   330,300.      854,930.      MT  (+/- 180 meters Scaled)
 QO2415
 QO2415                          SUPERSEDED SURVEY CONTROL
 QO2415
 QO2415.No superseded survey control is available for this station.
 QO2415
 QO2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK761908(NAD 83)
 QO2415_MARKER: DV = VERTICAL CONTROL DISK
 QO2415_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2415_SP_SET: BRIDGE RAILING
 QO2415_STAMPING: 2786 AG 1980
 QO2415_MARK LOGO: MNDT  
 QO2415_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2415
 QO2415  HISTORY     - Date     Condition        Report By
 QO2415  HISTORY     - 1980     MONUMENTED       MNDT
 QO2415  HISTORY     - 19860209 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2417 ***********************************************************************
 QO2417  DESIGNATION -  2786 AJ
 QO2417  PID         -  QO2417
 QO2417  STATE/COUNTY-  MN/HENNEPIN
 QO2417  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2417
 QO2417                         *CURRENT SURVEY CONTROL
 QO2417  ___________________________________________________________________
 QO2417* NAD 83(1986)-  45 04 08.     (N)    093 18 01.     (W)     SCALED    
 QO2417* NAVD 88     -       266.477  (meters)     874.27   (feet)  ADJUSTED  
 QO2417  ___________________________________________________________________
 QO2417  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 QO2417  DYNAMIC HT  -         266.474 (meters)     874.26  (feet)  COMP
 QO2417  MODELED GRAV-     980,599.2   (mgal)                       NAVD 88
 QO2417
 QO2417  VERT ORDER  -  SECOND    CLASS II
 QO2417
 QO2417.The horizontal coordinates were scaled from a topographic map and have
 QO2417.an estimated accuracy of +/- 6 seconds.
 QO2417
 QO2417.The orthometric height was determined by differential leveling
 QO2417.and adjusted by the National Geodetic Survey in June 1995..
 QO2417
 QO2417.The geoid height was determined by GEOID03.
 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     -   330,120.      855,100.      MT  (+/- 180 meters Scaled)
 QO2417
 QO2417                          SUPERSEDED SURVEY CONTROL
 QO2417
 QO2417.No superseded survey control is available for this station.
 QO2417
 QO2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK763906(NAD 83)
 QO2417_MARKER: DV = VERTICAL CONTROL DISK
 QO2417_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2417_SP_SET: BRIDGE RAILING
 QO2417_STAMPING: 2786 AJ 1980
 QO2417_MARK LOGO: MNDT  
 QO2417_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2417
 QO2417  HISTORY     - Date     Condition        Report By
 QO2417  HISTORY     - 1980     MONUMENTED       MNDT
 QO2417  HISTORY     - 19860209 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2419 ***********************************************************************
 QO2419  DESIGNATION -  2786 AK 1
 QO2419  PID         -  QO2419
 QO2419  STATE/COUNTY-  MN/HENNEPIN
 QO2419  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2419
 QO2419                         *CURRENT SURVEY CONTROL
 QO2419  ___________________________________________________________________
 QO2419* NAD 83(1986)-  45 04 04.     (N)    093 17 53.     (W)     SCALED    
 QO2419* NAVD 88     -       273.289  (meters)     896.62   (feet)  ADJUSTED  
 QO2419  ___________________________________________________________________
 QO2419  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 QO2419  DYNAMIC HT  -         273.286 (meters)     896.61  (feet)  COMP
 QO2419  MODELED GRAV-     980,599.4   (mgal)                       NAVD 88
 QO2419
 QO2419  VERT ORDER  -  SECOND    CLASS I
 QO2419
 QO2419.The horizontal coordinates were scaled from a topographic map and have
 QO2419.an estimated accuracy of +/- 6 seconds.
 QO2419
 QO2419.The orthometric height was determined by differential leveling
 QO2419.and adjusted by the National Geodetic Survey in June 1995..
 QO2419
 QO2419.The geoid height was determined by GEOID03.
 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     -   330,000.      855,280.      MT  (+/- 180 meters Scaled)
 QO2419
 QO2419                          SUPERSEDED SURVEY CONTROL
 QO2419
 QO2419.No superseded survey control is available for this station.
 QO2419
 QO2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK765905(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 QO2419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2419
 QO2419  HISTORY     - Date     Condition        Report By
 QO2419  HISTORY     - 1980     MONUMENTED       MNDT
 QO2419  HISTORY     - 19860209 GOOD             MNDT
 QO2419  HISTORY     - 19980604 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2418 ***********************************************************************
 QO2418  DESIGNATION -  2786 AK 2
 QO2418  PID         -  QO2418
 QO2418  STATE/COUNTY-  MN/HENNEPIN
 QO2418  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2418
 QO2418                         *CURRENT SURVEY CONTROL
 QO2418  ___________________________________________________________________
 QO2418* NAD 83(1986)-  45 04 13.     (N)    093 17 55.     (W)     SCALED    
 QO2418* NAVD 88     -       268.062  (meters)     879.47   (feet)  ADJUSTED  
 QO2418  ___________________________________________________________________
 QO2418  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 QO2418  DYNAMIC HT  -         268.059 (meters)     879.46  (feet)  COMP
 QO2418  MODELED GRAV-     980,599.3   (mgal)                       NAVD 88
 QO2418
 QO2418  VERT ORDER  -  SECOND    CLASS II
 QO2418
 QO2418.The horizontal coordinates were scaled from a topographic map and have
 QO2418.an estimated accuracy of +/- 6 seconds.
 QO2418
 QO2418.The orthometric height was determined by differential leveling
 QO2418.and adjusted by the National Geodetic Survey in June 1995..
 QO2418
 QO2418.The geoid height was determined by GEOID03.
 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     -   330,270.      855,230.      MT  (+/- 180 meters Scaled)
 QO2418
 QO2418                          SUPERSEDED SURVEY CONTROL
 QO2418
 QO2418.No superseded survey control is available for this station.
 QO2418
 QO2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK764908(NAD 83)
 QO2418_MARKER: DV = VERTICAL CONTROL DISK
 QO2418_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2418_SP_SET: BRIDGE RAILING
 QO2418_STAMPING: 2786 AK 2 1980
 QO2418_MARK LOGO: MNDT  
 QO2418_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2418
 QO2418  HISTORY     - Date     Condition        Report By
 QO2418  HISTORY     - 1980     MONUMENTED       MNDT
 QO2418  HISTORY     - 19860209 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2422 ***********************************************************************
 QO2422  DESIGNATION -  2786 AL 1
 QO2422  PID         -  QO2422
 QO2422  STATE/COUNTY-  MN/HENNEPIN
 QO2422  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2422
 QO2422                         *CURRENT SURVEY CONTROL
 QO2422  ___________________________________________________________________
 QO2422* NAD 83(1986)-  45 04 08.     (N)    093 17 51.     (W)     SCALED    
 QO2422* NAVD 88     -       265.836  (meters)     872.16   (feet)  ADJUSTED  
 QO2422  ___________________________________________________________________
 QO2422  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 QO2422  DYNAMIC HT  -         265.834 (meters)     872.16  (feet)  COMP
 QO2422  MODELED GRAV-     980,599.4   (mgal)                       NAVD 88
 QO2422
 QO2422  VERT ORDER  -  SECOND    CLASS II
 QO2422
 QO2422.The horizontal coordinates were scaled from a topographic map and have
 QO2422.an estimated accuracy of +/- 6 seconds.
 QO2422
 QO2422.The orthometric height was determined by differential leveling
 QO2422.and adjusted by the National Geodetic Survey in June 1995..
 QO2422
 QO2422.The geoid height was determined by GEOID03.
 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     -   330,120.      855,320.      MT  (+/- 180 meters Scaled)
 QO2422
 QO2422                          SUPERSEDED SURVEY CONTROL
 QO2422
 QO2422.No superseded survey control is available for this station.
 QO2422
 QO2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK765906(NAD 83)
 QO2422_MARKER: DV = VERTICAL CONTROL DISK
 QO2422_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2422_SP_SET: BRIDGE RAILING
 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
 QO2422  HISTORY     - Date     Condition        Report By
 QO2422  HISTORY     - 1980     MONUMENTED       MNDT
 QO2422  HISTORY     - 19860209 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2423 ***********************************************************************
 QO2423  DESIGNATION -  2786 AM 1
 QO2423  PID         -  QO2423
 QO2423  STATE/COUNTY-  MN/HENNEPIN
 QO2423  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2423
 QO2423                         *CURRENT SURVEY CONTROL
 QO2423  ___________________________________________________________________
 QO2423* NAD 83(1986)-  45 04 10.     (N)    093 17 55.     (W)     SCALED    
 QO2423* NAVD 88     -       266.999  (meters)     875.98   (feet)  ADJUSTED  
 QO2423  ___________________________________________________________________
 QO2423  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 QO2423  DYNAMIC HT  -         266.996 (meters)     875.97  (feet)  COMP
 QO2423  MODELED GRAV-     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
 QO2423.and adjusted by the National Geodetic Survey in June 1995..
 QO2423
 QO2423.The geoid height was determined by GEOID03.
 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.      855,230.      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: 15TVK764907(NAD 83)
 QO2423_MARKER: DV = VERTICAL CONTROL DISK
 QO2423_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2423_SP_SET: BRIDGE RAILING
 QO2423_STAMPING: 2786 AM 1 1982
 QO2423_MARK LOGO: MNDT  
 QO2423_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2423
 QO2423  HISTORY     - Date     Condition        Report By
 QO2423  HISTORY     - 1982     MONUMENTED       MNDT
 QO2423  HISTORY     - 19860209 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2424 ***********************************************************************
 QO2424  DESIGNATION -  2786 AM 2
 QO2424  PID         -  QO2424
 QO2424  STATE/COUNTY-  MN/HENNEPIN
 QO2424  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2424
 QO2424                         *CURRENT SURVEY CONTROL
 QO2424  ___________________________________________________________________
 QO2424* NAD 83(1986)-  45 04 12.     (N)    093 17 50.     (W)     SCALED    
 QO2424* NAVD 88     -       264.238  (meters)     866.92   (feet)  ADJUSTED  
 QO2424  ___________________________________________________________________
 QO2424  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 QO2424  DYNAMIC HT  -         264.235 (meters)     866.91  (feet)  COMP
 QO2424  MODELED GRAV-     980,599.4   (mgal)                       NAVD 88
 QO2424
 QO2424  VERT ORDER  -  SECOND    CLASS II
 QO2424
 QO2424.The horizontal coordinates were scaled from a topographic map and have
 QO2424.an estimated accuracy of +/- 6 seconds.
 QO2424
 QO2424.The orthometric height was determined by differential leveling
 QO2424.and adjusted by the National Geodetic Survey in June 1995..
 QO2424
 QO2424.The geoid height was determined by GEOID03.
 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     -   330,240.      855,340.      MT  (+/- 180 meters Scaled)
 QO2424
 QO2424                          SUPERSEDED SURVEY CONTROL
 QO2424
 QO2424.No superseded survey control is available for this station.
 QO2424
 QO2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK766907(NAD 83)
 QO2424_MARKER: DV = VERTICAL CONTROL DISK
 QO2424_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2424_SP_SET: BRIDGE RAILING
 QO2424_STAMPING: 2786 AM 2 1982
 QO2424_MARK LOGO: MNDT  
 QO2424_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2424
 QO2424  HISTORY     - Date     Condition        Report By
 QO2424  HISTORY     - 1982     MONUMENTED       MNDT
 QO2424  HISTORY     - 19860209 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2425 ***********************************************************************
 QO2425  DESIGNATION -  2786 AN 1
 QO2425  PID         -  QO2425
 QO2425  STATE/COUNTY-  MN/HENNEPIN
 QO2425  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2425
 QO2425                         *CURRENT SURVEY CONTROL
 QO2425  ___________________________________________________________________
 QO2425* NAD 83(1986)-  45 04 08.     (N)    093 17 36.     (W)     SCALED    
 QO2425* NAVD 88     -       260.902  (meters)     855.98   (feet)  ADJUSTED  
 QO2425  ___________________________________________________________________
 QO2425  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 QO2425  DYNAMIC HT  -         260.900 (meters)     855.97  (feet)  COMP
 QO2425  MODELED GRAV-     980,599.6   (mgal)                       NAVD 88
 QO2425
 QO2425  VERT ORDER  -  SECOND    CLASS II
 QO2425
 QO2425.The horizontal coordinates were scaled from a topographic map and have
 QO2425.an estimated accuracy of +/- 6 seconds.
 QO2425
 QO2425.The orthometric height was determined by differential leveling
 QO2425.and adjusted by the National Geodetic Survey in June 1995..
 QO2425
 QO2425.The geoid height was determined by GEOID03.
 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     -   330,120.      855,650.      MT  (+/- 180 meters Scaled)
 QO2425
 QO2425                          SUPERSEDED SURVEY CONTROL
 QO2425
 QO2425.No superseded survey control is available for this station.
 QO2425
 QO2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK769906(NAD 83)
 QO2425_MARKER: DV = VERTICAL CONTROL DISK
 QO2425_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2425_SP_SET: BRIDGE RAILING
 QO2425_STAMPING: 2786 AN 1 1982
 QO2425_MARK LOGO: MNDT  
 QO2425_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2425
 QO2425  HISTORY     - Date     Condition        Report By
 QO2425  HISTORY     - 1982     MONUMENTED       MNDT
 QO2425  HISTORY     - 19860209 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2426 ***********************************************************************
 QO2426  DESIGNATION -  2786 AN 2
 QO2426  PID         -  QO2426
 QO2426  STATE/COUNTY-  MN/HENNEPIN
 QO2426  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2426
 QO2426                         *CURRENT SURVEY CONTROL
 QO2426  ___________________________________________________________________
 QO2426* NAD 83(1986)-  45 04 14.     (N)    093 17 36.     (W)     SCALED    
 QO2426* NAVD 88     -       260.757  (meters)     855.50   (feet)  ADJUSTED  
 QO2426  ___________________________________________________________________
 QO2426  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 QO2426  DYNAMIC HT  -         260.755 (meters)     855.49  (feet)  COMP
 QO2426  MODELED GRAV-     980,599.5   (mgal)                       NAVD 88
 QO2426
 QO2426  VERT ORDER  -  SECOND    CLASS II
 QO2426
 QO2426.The horizontal coordinates were scaled from a topographic map and have
 QO2426.an estimated accuracy of +/- 6 seconds.
 QO2426
 QO2426.The orthometric height was determined by differential leveling
 QO2426.and adjusted by the National Geodetic Survey in June 1995..
 QO2426
 QO2426.The geoid height was determined by GEOID03.
 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     -   330,310.      855,650.      MT  (+/- 180 meters Scaled)
 QO2426
 QO2426                          SUPERSEDED SURVEY CONTROL
 QO2426
 QO2426.No superseded survey control is available for this station.
 QO2426
 QO2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK769908(NAD 83)
 QO2426_MARKER: DV = VERTICAL CONTROL DISK
 QO2426_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2426_SP_SET: BRIDGE RAILING
 QO2426_STAMPING: 2786 AN 2 1982
 QO2426_MARK LOGO: MNDT  
 QO2426_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2426
 QO2426  HISTORY     - Date     Condition        Report By
 QO2426  HISTORY     - 1982     MONUMENTED       MNDT
 QO2426  HISTORY     - 19860209 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2428 ***********************************************************************
 QO2428  DESIGNATION -  2786 AP 2
 QO2428  PID         -  QO2428
 QO2428  STATE/COUNTY-  MN/HENNEPIN
 QO2428  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2428
 QO2428                         *CURRENT SURVEY CONTROL
 QO2428  ___________________________________________________________________
 QO2428* NAD 83(1986)-  45 04 11.     (N)    093 17 22.     (W)     SCALED    
 QO2428* NAVD 88     -       259.127  (meters)     850.15   (feet)  ADJUSTED  
 QO2428  ___________________________________________________________________
 QO2428  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 QO2428  DYNAMIC HT  -         259.124 (meters)     850.14  (feet)  COMP
 QO2428  MODELED GRAV-     980,599.5   (mgal)                       NAVD 88
 QO2428
 QO2428  VERT ORDER  -  SECOND    CLASS II
 QO2428
 QO2428.The horizontal coordinates were scaled from a topographic map and have
 QO2428.an estimated accuracy of +/- 6 seconds.
 QO2428
 QO2428.The orthometric height was determined by differential leveling
 QO2428.and adjusted by the National Geodetic Survey in June 1995..
 QO2428
 QO2428.The geoid height was determined by GEOID03.
 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     -   330,220.      855,960.      MT  (+/- 180 meters Scaled)
 QO2428
 QO2428                          SUPERSEDED SURVEY CONTROL
 QO2428
 QO2428.No superseded survey control is available for this station.
 QO2428
 QO2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK772907(NAD 83)
 QO2428_MARKER: DV = VERTICAL CONTROL DISK
 QO2428_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2428_SP_SET: BRIDGE RAILING
 QO2428_STAMPING: 2786 AP 2 1982
 QO2428_MARK LOGO: MNDT  
 QO2428_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2428
 QO2428  HISTORY     - Date     Condition        Report By
 QO2428  HISTORY     - 1982     MONUMENTED       MNDT
 QO2428  HISTORY     - 19860209 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2407 ***********************************************************************
 QO2407  DESIGNATION -  2786 AR
 QO2407  PID         -  QO2407
 QO2407  STATE/COUNTY-  MN/HENNEPIN
 QO2407  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2407
 QO2407                         *CURRENT SURVEY CONTROL
 QO2407  ___________________________________________________________________
 QO2407* NAD 83(1986)-  45 04 33.     (N)    093 20 31.     (W)     SCALED    
 QO2407* NAVD 88     -       264.029  (meters)     866.24   (feet)  ADJUSTED  
 QO2407  ___________________________________________________________________
 QO2407  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 QO2407  DYNAMIC HT  -         264.025 (meters)     866.22  (feet)  COMP
 QO2407  MODELED GRAV-     980,594.1   (mgal)                       NAVD 88
 QO2407
 QO2407  VERT ORDER  -  SECOND    CLASS II
 QO2407
 QO2407.The horizontal coordinates were scaled from a topographic map and have
 QO2407.an estimated accuracy of +/- 6 seconds.
 QO2407
 QO2407.The orthometric height was determined by differential leveling
 QO2407.and adjusted by the National Geodetic Survey in June 1995..
 QO2407
 QO2407.The geoid height was determined by GEOID03.
 QO2407
 QO2407.The dynamic height is computed by dividing the NAVD 88
 QO2407.geopotential number by the normal gravity value computed on the
 QO2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2407.degrees latitude (g = 980.6199 gals.).
 QO2407
 QO2407.The modeled gravity was interpolated from observed gravity values.
 QO2407
 QO2407;                    North         East    Units  Estimated Accuracy
 QO2407;SPC MN S     -   330,860.      851,820.      MT  (+/- 180 meters Scaled)
 QO2407
 QO2407                          SUPERSEDED SURVEY CONTROL
 QO2407
 QO2407.No superseded survey control is available for this station.
 QO2407
 QO2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK730914(NAD 83)
 QO2407_MARKER: B = BOLT
 QO2407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO2407_SP_SET: BASE OF MEDIAN
 QO2407_MARK LOGO: NONE  
 QO2407_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2407
 QO2407  HISTORY     - Date     Condition        Report By
 QO2407  HISTORY     - 1986     MONUMENTED       MNDT
 QO2407
 QO2407                          STATION DESCRIPTION
 QO2407
 QO2407'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2407'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE NE 1/4 OF
 QO2407'SECTION 33, T119N, R21W, 0.4 MI (0.6 KM) WEST ALONG TRUNK HIGHWAY 94
 QO2407'FROM ITS JUNCTION WITH TRUNK HIGHWAY 152 (BROOKLYN BOULEVARD) IN
 QO2407'BROOKLYN CENTER.  THE MARK, THE TOP OF THE MIDDLE BOLT ON THE SOUTH
 QO2407'SIDE OF THE BASE OF AN OVERHEAD SIGN (NUMBER A9B A), IS IN THE MEDIAN
 QO2407'OF TRUNK HIGHWAY 94 AT MILEPOINT 33.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0568 ***********************************************************************
 QO0568  DESIGNATION -  2786 CC
 QO0568  PID         -  QO0568
 QO0568  STATE/COUNTY-  MN/HENNEPIN
 QO0568  USGS QUAD   -  OSSEO (1993)
 QO0568
 QO0568                         *CURRENT SURVEY CONTROL
 QO0568  ___________________________________________________________________
 QO0568* NAD 83(1986)-  45 05 06.     (N)    093 24 31.     (W)     SCALED    
 QO0568* NAVD 88     -       270.363  (meters)     887.02   (feet)  ADJUSTED  
 QO0568  ___________________________________________________________________
 QO0568  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 QO0568  DYNAMIC HT  -         270.356 (meters)     886.99  (feet)  COMP
 QO0568  MODELED GRAV-     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
 QO0568.and adjusted by the National Geodetic Survey in June 1991..
 QO0568
 QO0568.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO0568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0568_SP_SET: MONUMENT
 QO0568_STAMPING: 2786-CC 1970
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0569 ***********************************************************************
 QO0569  DESIGNATION -  2786 DD
 QO0569  PID         -  QO0569
 QO0569  STATE/COUNTY-  MN/HENNEPIN
 QO0569  USGS QUAD   -  OSSEO (1993)
 QO0569
 QO0569                         *CURRENT SURVEY CONTROL
 QO0569  ___________________________________________________________________
 QO0569* NAD 83(1986)-  45 05 13.     (N)    093 24 54.     (W)     SCALED    
 QO0569* NAVD 88     -       276.779  (meters)     908.07   (feet)  ADJUSTED  
 QO0569  ___________________________________________________________________
 QO0569  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 QO0569  DYNAMIC HT  -         276.771 (meters)     908.04  (feet)  COMP
 QO0569  MODELED GRAV-     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
 QO0569.and adjusted by the National Geodetic Survey in June 1991..
 QO0569
 QO0569.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0569_SP_SET: MONUMENT
 QO0569_STAMPING: 2786-DD
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0530 ***********************************************************************
 QO0530  DESIGNATION -  2786 F
 QO0530  PID         -  QO0530
 QO0530  STATE/COUNTY-  MN/HENNEPIN
 QO0530  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0530
 QO0530                         *CURRENT SURVEY CONTROL
 QO0530  ___________________________________________________________________
 QO0530* NAD 83(1986)-  45 04 36.     (N)    093 21 19.     (W)     SCALED    
 QO0530* NAVD 88     -       271.194  (meters)     889.74   (feet)  ADJUSTED  
 QO0530  ___________________________________________________________________
 QO0530  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 QO0530  DYNAMIC HT  -         271.189 (meters)     889.73  (feet)  COMP
 QO0530  MODELED GRAV-     980,592.4   (mgal)                       NAVD 88
 QO0530
 QO0530  VERT ORDER  -  SECOND    CLASS 0
 QO0530
 QO0530.The horizontal coordinates were scaled from a topographic map and have
 QO0530.an estimated accuracy of +/- 6 seconds.
 QO0530
 QO0530.The orthometric height was determined by differential leveling
 QO0530.and adjusted by the National Geodetic Survey in June 1991..
 QO0530.WARNING-Repeat measurements at this control monument indicate possible
 QO0530.vertical movement.
 QO0530
 QO0530.The geoid height was determined by GEOID03.
 QO0530
 QO0530.The dynamic height is computed by dividing the NAVD 88
 QO0530.geopotential number by the normal gravity value computed on the
 QO0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0530.degrees latitude (g = 980.6199 gals.).
 QO0530
 QO0530.The modeled gravity was interpolated from observed gravity values.
 QO0530
 QO0530;                    North         East    Units  Estimated Accuracy
 QO0530;SPC MN S     -   330,950.      850,770.      MT  (+/- 180 meters Scaled)
 QO0530
 QO0530                          SUPERSEDED SURVEY CONTROL
 QO0530
 QO0530  NGVD 29 (??/??/92)  271.130  (m)          889.53   (f) ADJ UNCH    2 0
 QO0530
 QO0530.Superseded values are not recommended for survey control.
 QO0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0530.See file dsdata.txt to determine how the superseded data were derived.
 QO0530
 QO0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK720915(NAD 83)
 QO0530_MARKER: DB = BENCH MARK DISK
 QO0530_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0530_SP_SET: BRIDGE ABUTMENT
 QO0530_STAMPING: 2786 F 1967
 QO0530_MARK LOGO: MNHD  
 QO0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0530
 QO0530  HISTORY     - Date     Condition        Report By
 QO0530  HISTORY     - 1967     MONUMENTED       MNHD
 QO0530  HISTORY     - 19860209 GOOD             MNDT
 QO0530  HISTORY     - 1987     GOOD             USPSQD
 QO0530
 QO0530                          STATION DESCRIPTION
 QO0530
 QO0530'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO0530'THE MARK IS LOCATED IN IN THE TOWN OF BROOKLYN PARK, IN THE NW 1/4 OF
 QO0530'SECTION 33, T119N, R21W, IN THE SOUTHEAST CORNER OF THE ZANE AVENUE
 QO0530'BRIDGE (NUMBER 27921) OVER TRUNK HIGHWAY 94, 0.9 MI (1.4 KM) EAST
 QO0530'ALONG TRUNK HIGHWAY 94 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 IN
 QO0530'BROOKLYN PARK. THE MARK, A STANDARD MNHD BENCH MARK DISK
 QO0530'STAMPED---2786 F 1967---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF
 QO0530'THE ABUTMENT IN THE SOUTHEAST CORNER OF THE BRIDGE.  THE MARK IS AT
 QO0530'TRUNK HIGHWAY 94 MILEPOINT 32.3.
 QO0530
 QO0530                          STATION RECOVERY (1987)
 QO0530
 QO0530'RECOVERY NOTE BY US POWER SQUADRON 1987 (JQ)
 QO0530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0574 ***********************************************************************
 QO0574  DESIGNATION -  2786 FF
 QO0574  PID         -  QO0574
 QO0574  STATE/COUNTY-  MN/HENNEPIN
 QO0574  USGS QUAD   -  OSSEO (1993)
 QO0574
 QO0574                         *CURRENT SURVEY CONTROL
 QO0574  ___________________________________________________________________
 QO0574* NAD 83(1986)-  45 05 24.     (N)    093 26 13.     (W)     SCALED    
 QO0574* NAVD 88     -       281.403  (meters)     923.24   (feet)  ADJUSTED  
 QO0574  ___________________________________________________________________
 QO0574  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 QO0574  DYNAMIC HT  -         281.393 (meters)     923.20  (feet)  COMP
 QO0574  MODELED GRAV-     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
 QO0574.and adjusted by the National Geodetic Survey in June 1991..
 QO0574
 QO0574.The geoid height was determined by GEOID03.
 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_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: MNDT  
 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 - September 28, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0902 ***********************************************************************
 QO0902  DESIGNATION -  279/2 BOLT
 QO0902  PID         -  QO0902
 QO0902  STATE/COUNTY-  MN/SHERBURNE
 QO0902  USGS QUAD   -  MONTICELLO (1991)
 QO0902
 QO0902                         *CURRENT SURVEY CONTROL
 QO0902  ___________________________________________________________________
 QO0902* NAD 83(1986)-  45 18 20.     (N)    093 46 47.     (W)     SCALED    
 QO0902* NAVD 88     -       284.455  (meters)     933.25   (feet)  ADJUSTED  
 QO0902  ___________________________________________________________________
 QO0902  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 QO0902  DYNAMIC HT  -         284.438 (meters)     933.19  (feet)  COMP
 QO0902  MODELED GRAV-     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
 QO0902.and adjusted by the National Geodetic Survey in June 1991..
 QO0902
 QO0902.The geoid height was determined by GEOID03.
 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_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
 QO0902  HISTORY     - Date     Condition        Report By
 QO0902  HISTORY     - UNK      MONUMENTED       MRC
 QO0902  HISTORY     - 1970     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0901 ***********************************************************************
 QO0901  DESIGNATION -  279/2 CAP
 QO0901  PID         -  QO0901
 QO0901  STATE/COUNTY-  MN/SHERBURNE
 QO0901  USGS QUAD   -  MONTICELLO (1991)
 QO0901
 QO0901                         *CURRENT SURVEY CONTROL
 QO0901  ___________________________________________________________________
 QO0901* NAD 83(1986)-  45 18 18.     (N)    093 46 49.     (W)     SCALED    
 QO0901* NAVD 88     -       285.664  (meters)     937.22   (feet)  ADJUSTED  
 QO0901  ___________________________________________________________________
 QO0901  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 QO0901  DYNAMIC HT  -         285.648 (meters)     937.16  (feet)  COMP
 QO0901  MODELED GRAV-     980,551.1   (mgal)                       NAVD 88
 QO0901
 QO0901  VERT ORDER  -  FIRST     CLASS I
 QO0901
 QO0901.The horizontal coordinates were scaled from a topographic map and have
 QO0901.an estimated accuracy of +/- 6 seconds.
 QO0901
 QO0901.The orthometric height was determined by differential leveling
 QO0901.and adjusted by the National Geodetic Survey in June 1991..
 QO0901.WARNING-Repeat measurements at this control monument indicate possible
 QO0901.vertical movement.
 QO0901
 QO0901.The geoid height was determined by GEOID03.
 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     -   356,150.      817,230.      MT  (+/- 180 meters Scaled)
 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: 15TVL388171(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0992 ***********************************************************************
 QO0992  DESIGNATION -  279/3 CAP
 QO0992  PID         -  QO0992
 QO0992  STATE/COUNTY-  MN/WRIGHT
 QO0992  USGS QUAD   -  MONTICELLO (1991)
 QO0992
 QO0992                         *CURRENT SURVEY CONTROL
 QO0992  ___________________________________________________________________
 QO0992* NAD 83(1986)-  45 18 12.     (N)    093 47 01.     (W)     SCALED    
 QO0992* NAVD 88     -       284.884  (meters)     934.66   (feet)  ADJUSTED  
 QO0992  ___________________________________________________________________
 QO0992  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 QO0992  DYNAMIC HT  -         284.868 (meters)     934.60  (feet)  COMP
 QO0992  MODELED GRAV-     980,551.0   (mgal)                       NAVD 88
 QO0992
 QO0992  VERT ORDER  -  SECOND    CLASS 0
 QO0992
 QO0992.The horizontal coordinates were scaled from a topographic map and have
 QO0992.an estimated accuracy of +/- 6 seconds.
 QO0992
 QO0992.The orthometric height was determined by differential leveling
 QO0992.and adjusted by the National Geodetic Survey in June 1991..
 QO0992
 QO0992.The geoid height was determined by GEOID03.
 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     -   355,960.      816,970.      MT  (+/- 180 meters Scaled)
 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: 15TVL385169(NAD 83)
 QO0992_MARKER: B = BOLT
 QO0992_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0992_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0992
 QO0992  HISTORY     - Date     Condition        Report By
 QO0992  HISTORY     - UNK      MONUMENTED       MRC
 QO0992  HISTORY     - 1967     GOOD             MNDT
 QO0992  HISTORY     - 1977     GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9865 ***********************************************************************
 AH9865  DESIGNATION -  28 CER
 AH9865  PID         -  AH9865
 AH9865  STATE/COUNTY-  MN/MAHNOMEN
 AH9865  USGS QUAD   -  ROY LAKE (1969)
 AH9865
 AH9865                         *CURRENT SURVEY CONTROL
 AH9865  ___________________________________________________________________
 AH9865* NAD 83(1986)-  47 19 30.     (N)    095 35 39.     (W)     SCALED    
 AH9865* NAVD 88     -       455.408  (meters)    1494.12   (feet)  ADJUSTED  
 AH9865  ___________________________________________________________________
 AH9865  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AH9865  DYNAMIC HT  -         455.444 (meters)    1494.24  (feet)  COMP
 AH9865  MODELED GRAV-     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
 AH9865.and adjusted by the National Geodetic Survey in June 2004..
 AH9865
 AH9865.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH8219 ***********************************************************************
 AH8219  DESIGNATION -  28 DRL
 AH8219  PID         -  AH8219
 AH8219  STATE/COUNTY-  MN/MILLE LACS
 AH8219  USGS QUAD   -  HILLMAN SE (1968)
 AH8219
 AH8219                         *CURRENT SURVEY CONTROL
 AH8219  ___________________________________________________________________
 AH8219* NAD 83(1986)-  46 04 30.     (N)    093 47 15.     (W)     SCALED    
 AH8219* NAVD 88     -       396.299  (meters)    1300.19   (feet)  ADJUSTED  
 AH8219  ___________________________________________________________________
 AH8219  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AH8219  DYNAMIC HT  -         396.304 (meters)    1300.21  (feet)  COMP
 AH8219  MODELED GRAV-     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
 AH8219.and adjusted by the National Geodetic Survey in August 2004..
 AH8219
 AH8219.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0990 ***********************************************************************
 TB0990  DESIGNATION -  28 E
 TB0990  PID         -  TB0990
 TB0990  STATE/COUNTY-  MN/KOOCHICHING
 TB0990  USGS QUAD   -  PELLAND (1970)
 TB0990
 TB0990                         *CURRENT SURVEY CONTROL
 TB0990  ___________________________________________________________________
 TB0990* NAD 83(1996)-  48 36 50.07797(N)    093 31 17.81462(W)     ADJUSTED  
 TB0990* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 TB0990  ___________________________________________________________________
 TB0990  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 TB0990  GEOID HEIGHT-         -30.50  (meters)                     GEOID03
 TB0990
 TB0990  HORZ ORDER  -  SECOND
 TB0990
 TB0990.The horizontal coordinates were established by classical geodetic methods
 TB0990.and adjusted by the National Geodetic Survey in March 1999..
 TB0990
 TB0990.The orthometric height was scaled from a topographic map.
 TB0990
 TB0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 TB0990
 TB0990.The geoid height was determined by GEOID03.
 TB0990
 TB0990;                    North         East     Units Scale Factor Converg.
 TB0990;SPC MN N     -   335,106.064   768,912.216   MT  0.99999531   -0 18 45.0
 TB0990;UTM  15      - 5,384,668.796   461,553.798   MT  0.99961816   -0 23 28.9
 TB0990
 TB0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0990!SPC MN N     -   0.99994971  x   0.99999531  =   0.99994502
 TB0990!UTM  15      -   0.99994971  x   0.99961816  =   0.99956789
 TB0990
 TB0990                          SUPERSEDED SURVEY CONTROL
 TB0990
 TB0990  NAD 83(1986)-  48 36 50.06558(N)    093 31 17.82865(W) AD(       ) 2
 TB0990  NAD 27      -  48 36 50.26747(N)    093 31 17.28788(W) AD(       ) 2
 TB0990
 TB0990.Superseded values are not recommended for survey control.
 TB0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0990.See file dsdata.txt to determine how the superseded data were derived.
 TB0990
 TB0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP6155484669(NAD 83)
 TB0990_MARKER: DD = SURVEY DISK
 TB0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TB0990
 TB0990  HISTORY     - Date     Condition        Report By
 TB0990  HISTORY     - 1967     MONUMENTED       GSC
 TB0990
 TB0990                          STATION DESCRIPTION
 TB0990
 TB0990'DESCRIBED BY GEODETIC SURVEY OF CANADA 1967
 TB0990'STATION ST FRANCES WEST BASE IS LOCATED ABOUT 6 MILES WEST OF FORT
 TB0990'FRANCES, 6 MILES WEST OF INTERNATIONAL FALLS, MINNESOTA, U.S.A.,
 TB0990'1-1/4 MILES SOUTHEAST OF CROZIER, ON THE SOUTHWEST SIDE OF THE KINGS
 TB0990'HIGHWAYS 11 AND 71 AND ON THE NORTH RIGHT-OF-WAY OF RAILROAD ON
 TB0990'PROPERTY OF THE CANADIAN NATIONAL RAILWAY.
 TB0990'
 TB0990'TO REACH STATION ST FRANCES WEST BASE FROM THE JUNCTION OF THE KINGS
 TB0990'HIGHWAYS 11 AND 71 IN FORT FRANCES, GO NORTHWEST, THENCE WEST ON THE
 TB0990'KINGS HIGHWAYS 11 AND 71 FOR 1.8 MILES TO THE WALLEYE TRAILER PARK
 TB0990'ON LEFT, CONTINUE WEST ON THE KINGS HIGHWAYS 11 AND 71 FOR 3.9 MILES
 TB0990'TO THE JUNCTION OF HIGHWAY 611 ON LEFT, CONTINUE WEST AND
 TB0990'NORTHWEST ON THE KINGS HIGHWAYS 11 AND 71 FOR 0.3 MILE TO RAILROAD
 TB0990'CROSSING AND THE STATION ON LEFT AS DESCRIBED.
 TB0990'
 TB0990'BENCH MARK, STAMPED BM 28 E GSC, IS A 1 INCH ROUND BRONZE DISK
 TB0990'SET VERTICALLY ON THE NORTH FACE OF A 12 INCH SQUARE CONCRETE POST
 TB0990'WHICH PROJECTS ABOUT 15 INCHES.  IT IS 42.6 FEET SOUTH OF THE SOUTH
 TB0990'RAIL OF RAILROAD TRACK, 38 FEET EAST-SOUTHEAST OF A TELEPHONE LINE
 TB0990'POLE NUMBER 6 AND 2.3 FEET NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0455 ***********************************************************************
 QO0455  DESIGNATION -  28 RDS
 QO0455  PID         -  QO0455
 QO0455  STATE/COUNTY-  MN/ANOKA
 QO0455  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0455
 QO0455                         *CURRENT SURVEY CONTROL
 QO0455  ___________________________________________________________________
 QO0455* NAD 83(1986)-  45 07 28.     (N)    093 12 26.     (W)     SCALED    
 QO0455* NAVD 88     -       276.087  (meters)     905.80   (feet)  ADJUSTED  
 QO0455  ___________________________________________________________________
 QO0455  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 QO0455  DYNAMIC HT  -         276.083 (meters)     905.78  (feet)  COMP
 QO0455  MODELED GRAV-     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
 QO0455.and adjusted by the National Geodetic Survey in June 1991..
 QO0455
 QO0455.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PR0721 ***********************************************************************
 PR0721  DESIGNATION -  28 SEM
 PR0721  PID         -  PR0721
 PR0721  STATE/COUNTY-  MN/LINCOLN
 PR0721  USGS QUAD   -  PORTER SW (1967)
 PR0721
 PR0721                         *CURRENT SURVEY CONTROL
 PR0721  ___________________________________________________________________
 PR0721* NAD 83(1996)-  44 37 03.67190(N)    096 14 09.27873(W)     ADJUSTED  
 PR0721* NAVD 88     -       433.     (meters)    1421.     (feet)  VERTCON   
 PR0721  ___________________________________________________________________
 PR0721  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 PR0721  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 PR0721
 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 DEFLEC99 derived deflections.
 PR0721
 PR0721.The geoid height was determined by GEOID03.
 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;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     -   0.99993614  x   0.99992409  =   0.99986024
 PR0721!UTM  14      -   0.99993614  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: 14TQQ1929844198(NAD 83)
 PR0721_MARKER: DB = BENCH MARK DISK
 PR0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0721_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 ON1280 ***********************************************************************
 ON1280  DESIGNATION -  2801 L
 ON1280  PID         -  ON1280
 ON1280  STATE/COUNTY-  MN/HOUSTON
 ON1280  USGS QUAD   -  RUSHFORD EAST (1980)
 ON1280
 ON1280                         *CURRENT SURVEY CONTROL
 ON1280  ___________________________________________________________________
 ON1280* NAD 83(1986)-  43 45 50.     (N)    091 38 50.     (W)     SCALED    
 ON1280* NAVD 88     -       219.893  (meters)     721.43   (feet)  ADJUSTED  
 ON1280  ___________________________________________________________________
 ON1280  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 ON1280  DYNAMIC HT  -         219.856 (meters)     721.31  (feet)  COMP
 ON1280  MODELED GRAV-     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
 ON1280.and adjusted by the National Geodetic Survey in June 1991..
 ON1280
 ON1280.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 ON1295 ***********************************************************************
 ON1295  DESIGNATION -  2801 XX
 ON1295  PID         -  ON1295
 ON1295  STATE/COUNTY-  MN/HOUSTON
 ON1295  USGS QUAD   -  LA CRESCENT (1991)
 ON1295
 ON1295                         *CURRENT SURVEY CONTROL
 ON1295  ___________________________________________________________________
 ON1295* NAD 83(1986)-  43 47 22.     (N)    091 18 55.     (W)     SCALED    
 ON1295* NAVD 88     -       198.134  (meters)     650.04   (feet)  ADJUSTED  
 ON1295  ___________________________________________________________________
 ON1295  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 ON1295  DYNAMIC HT  -         198.099 (meters)     649.93  (feet)  COMP
 ON1295  MODELED GRAV-     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
 ON1295.and adjusted by the National Geodetic Survey in June 1991..
 ON1295
 ON1295.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 ON1296 ***********************************************************************
 ON1296  DESIGNATION -  2801 YY
 ON1296  PID         -  ON1296
 ON1296  STATE/COUNTY-  MN/HOUSTON
 ON1296  USGS QUAD   -  LA CRESCENT (1991)
 ON1296
 ON1296                         *CURRENT SURVEY CONTROL
 ON1296  ___________________________________________________________________
 ON1296* NAD 83(1986)-  43 48 13.     (N)    091 18 06.     (W)     SCALED    
 ON1296* NAVD 88     -       203.986  (meters)     669.24   (feet)  ADJUSTED  
 ON1296  ___________________________________________________________________
 ON1296  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 ON1296  DYNAMIC HT  -         203.950 (meters)     669.13  (feet)  COMP
 ON1296  MODELED GRAV-     980,440.7   (mgal)                       NAVD 88
 ON1296
 ON1296  VERT ORDER  -  FIRST     CLASS II
 ON1296
 ON1296.The horizontal coordinates were scaled from a topographic map and have
 ON1296.an estimated accuracy of +/- 6 seconds.
 ON1296
 ON1296.The orthometric height was determined by differential leveling
 ON1296.and adjusted by the National Geodetic Survey in June 1991..
 ON1296
 ON1296.The geoid height was determined by GEOID03.
 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     -   192,880.    1,017,100.      MT  (+/- 180 meters Scaled)
 ON1296
 ON1296                          SUPERSEDED SURVEY CONTROL
 ON1296
 ON1296.No superseded survey control is available for this station.
 ON1296
 ON1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ366514(NAD 83)
 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 1 CENTIMETERS
 ON1296_MAGNETIC: I = MARKER IS A STEEL ROD
 ON1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1296+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0260 ***********************************************************************
 ON0260  DESIGNATION -  2801 Z
 ON0260  PID         -  ON0260
 ON0260  STATE/COUNTY-  MN/HOUSTON
 ON0260  USGS QUAD   -  LA CRESCENT (1991)
 ON0260
 ON0260                         *CURRENT SURVEY CONTROL
 ON0260  ___________________________________________________________________
 ON0260* NAD 83(1986)-  43 49 29.     (N)    091 18 10.     (W)     SCALED    
 ON0260* NAVD 88     -       200.659  (meters)     658.33   (feet)  ADJUSTED  
 ON0260  ___________________________________________________________________
 ON0260  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 ON0260  DYNAMIC HT  -         200.624 (meters)     658.21  (feet)  COMP
 ON0260  MODELED GRAV-     980,441.7   (mgal)                       NAVD 88
 ON0260
 ON0260  VERT ORDER  -  FIRST     CLASS II
 ON0260
 ON0260.The horizontal coordinates were scaled from a topographic map and have
 ON0260.an estimated accuracy of +/- 6 seconds.
 ON0260
 ON0260.The orthometric height was determined by differential leveling
 ON0260.and adjusted by the National Geodetic Survey in June 1991..
 ON0260
 ON0260.The geoid height was determined by GEOID03.
 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     -   195,220.    1,016,930.      MT  (+/- 180 meters Scaled)
 ON0260
 ON0260                          SUPERSEDED SURVEY CONTROL
 ON0260
 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: 15TXJ364538(NAD 83)
 ON0260_MARKER: DB = BENCH MARK DISK
 ON0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0260_SP_SET: CONCRETE POST
 ON0260_STAMPING: 2801 Z 1956
 ON0260_MARK LOGO: MNHD  
 ON0260_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0911 ***********************************************************************
 QO0911  DESIGNATION -  280/2 BOLT
 QO0911  PID         -  QO0911
 QO0911  STATE/COUNTY-  MN/SHERBURNE
 QO0911  USGS QUAD   -  MONTICELLO (1991)
 QO0911
 QO0911                         *CURRENT SURVEY CONTROL
 QO0911  ___________________________________________________________________
 QO0911* NAD 83(1986)-  45 19 51.     (N)    093 49 11.     (W)     SCALED    
 QO0911* NAVD 88     -       289.413  (meters)     949.52   (feet)  ADJUSTED  
 QO0911  ___________________________________________________________________
 QO0911  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 QO0911  DYNAMIC HT  -         289.398 (meters)     949.47  (feet)  COMP
 QO0911  MODELED GRAV-     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
 QO0911.and adjusted by the National Geodetic Survey in June 1991..
 QO0911
 QO0911.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO0910 ***********************************************************************
 QO0910  DESIGNATION -  280/2 CAP
 QO0910  PID         -  QO0910
 QO0910  STATE/COUNTY-  MN/SHERBURNE
 QO0910  USGS QUAD   -  MONTICELLO (1991)
 QO0910
 QO0910                         *CURRENT SURVEY CONTROL
 QO0910  ___________________________________________________________________
 QO0910* NAD 83(1986)-  45 19 51.     (N)    093 49 11.     (W)     SCALED    
 QO0910* NAVD 88     -       290.625  (meters)     953.49   (feet)  ADJUSTED  
 QO0910  ___________________________________________________________________
 QO0910  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 QO0910  DYNAMIC HT  -         290.610 (meters)     953.44  (feet)  COMP
 QO0910  MODELED GRAV-     980,556.8   (mgal)                       NAVD 88
 QO0910
 QO0910  VERT ORDER  -  FIRST     CLASS I
 QO0910
 QO0910.The horizontal coordinates were scaled from a topographic map and have
 QO0910.an estimated accuracy of +/- 6 seconds.
 QO0910
 QO0910.The orthometric height was determined by differential leveling
 QO0910.and adjusted by the National Geodetic Survey in June 1991..
 QO0910
 QO0910.The geoid height was determined by GEOID03.
 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     -   359,010.      814,130.      MT  (+/- 180 meters Scaled)
 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: 15TVL357200(NAD 83)
 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 = OCTOBER  6, 2006
 AC5050 ***********************************************************************
 AC5050  DESIGNATION -  2802 K
 AC5050  PID         -  AC5050
 AC5050  STATE/COUNTY-  MN/HOUSTON
 AC5050  USGS QUAD   -  RENO (1980)
 AC5050
 AC5050                         *CURRENT SURVEY CONTROL
 AC5050  ___________________________________________________________________
 AC5050* NAD 83(1996)-  43 35 22.38822(N)    091 16 46.71813(W)     ADJUSTED  
 AC5050* NAVD 88     -       196.5    (meters)     645.     (feet)  GPS OBS   
 AC5050  ___________________________________________________________________
 AC5050  X           -    -103,334.343 (meters)                     COMP
 AC5050  Y           -  -4,626,003.520 (meters)                     COMP
 AC5050  Z           -   4,375,287.448 (meters)                     COMP
 AC5050  LAPLACE CORR-          -8.86  (seconds)                    DEFLEC99
 AC5050  ELLIP HEIGHT-         165.17  (meters)          (01/15/97) GPS OBS
 AC5050  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 AC5050
 AC5050  HORZ ORDER  -  FIRST
 AC5050  ELLP ORDER  -  FOURTH    CLASS II
 AC5050
 AC5050.The horizontal coordinates were established by GPS observations
 AC5050.and adjusted by the National Geodetic Survey in January 1997..
 AC5050.No horizontal observational check was made to the station.
 AC5050
 AC5050.The orthometric height was determined by GPS observations and a
 AC5050.high-resolution geoid model.
 AC5050
 AC5050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5050
 AC5050.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5050
 AC5050.The ellipsoidal height was determined by GPS observations
 AC5050.and is referenced to NAD 83.
 AC5050
 AC5050.The geoid height was determined by GEOID03.
 AC5050
 AC5050;                    North         East     Units Scale Factor Converg.
 AC5050;SPC MN S     -   169,163.304 1,019,657.828   MT  1.00004761   +1 54 24.4
 AC5050;UTM  15      - 4,827,724.725   638,876.364   MT  0.99983723   +1 11 10.9
 AC5050
 AC5050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5050!SPC MN S     -   0.99997410  x   1.00004761  =   1.00002171
 AC5050!UTM  15      -   0.99997410  x   0.99983723  =   0.99981133
 AC5050
 AC5050                          SUPERSEDED SURVEY CONTROL
 AC5050
 AC5050.No superseded survey control is available for this station.
 AC5050
 AC5050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3887627725(NAD 83)
 AC5050_MARKER: DB = BENCH MARK DISK
 AC5050_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC5050_SP_SET: BRDG RAILING
 AC5050_STAMPING: 2802 K 1995
 AC5050_MARK LOGO: MNDT  
 AC5050_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5050+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1996
 AC5050
 AC5050  HISTORY     - Date     Condition        Report By
 AC5050  HISTORY     - 1995     MONUMENTED       NGS
 AC5050  HISTORY     - 19960315 GOOD             MN-055
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC4915 ***********************************************************************
 AC4915  HT_MOD      -  This is a Height Modernization Survey Station.
 AC4915  CBN         -  This is a Cooperative Base Network Control Station.
 AC4915  DESIGNATION -  2807 E
 AC4915  PID         -  AC4915
 AC4915  STATE/COUNTY-  MN/HOUSTON
 AC4915  USGS QUAD   -  SHELDON (1965)
 AC4915
 AC4915                         *CURRENT SURVEY CONTROL
 AC4915  ___________________________________________________________________
 AC4915* NAD 83(1996)-  43 41 06.79133(N)    091 30 41.01148(W)     ADJUSTED  
 AC4915* NAVD 88     -       367.54   (meters)    1205.8    (feet)  GPS OBS   
 AC4915  ___________________________________________________________________
 AC4915  X           -    -121,854.362 (meters)                     COMP
 AC4915  Y           -  -4,618,339.126 (meters)                     COMP
 AC4915  Z           -   4,383,098.811 (meters)                     COMP
 AC4915  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 AC4915  ELLIP HEIGHT-         336.90  (meters)          (01/15/97) GPS OBS
 AC4915  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 AC4915
 AC4915  HORZ ORDER  -  B
 AC4915  ELLP ORDER  -  FOURTH    CLASS I
 AC4915
 AC4915.The horizontal coordinates were established by GPS observations
 AC4915.and adjusted by the National Geodetic Survey in January 1997..
 AC4915
 AC4915.The orthometric height was determined by GPS observations and a
 AC4915.high-resolution geoid model using precise GPS observation and
 AC4915.processing techniques.
 AC4915
 AC4915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4915
 AC4915.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4915
 AC4915.The ellipsoidal height was determined by GPS observations
 AC4915.and is referenced to NAD 83.
 AC4915
 AC4915.The geoid height was determined by GEOID03.
 AC4915
 AC4915;                    North         East     Units Scale Factor Converg.
 AC4915;SPC MN S     -   179,191.674 1,000,627.587   MT  1.00002270   +1 44 39.6
 AC4915;UTM  15      - 4,837,988.492   619,977.637   MT  0.99977705   +1 01 41.9
 AC4915
 AC4915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4915!SPC MN S     -   0.99994717  x   1.00002270  =   0.99996987
 AC4915!UTM  15      -   0.99994717  x   0.99977705  =   0.99972423
 AC4915
 AC4915                          SUPERSEDED SURVEY CONTROL
 AC4915
 AC4915.No superseded survey control is available for this station.
 AC4915
 AC4915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1997837988(NAD 83)
 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: MNDT  
 AC4915_PROJECTION: FLUSH
 AC4915_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC4915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4915+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004
 AC4915_ROD/PIPE-DEPTH:  5.5 meters
 AC4915
 AC4915  HISTORY     - Date     Condition        Report By
 AC4915  HISTORY     - 1976     MONUMENTED       MNDT
 AC4915  HISTORY     - 19950518 GOOD             MNDT
 AC4915  HISTORY     - 20040823 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5051 ***********************************************************************
 AC5051  DESIGNATION -  2808 J
 AC5051  PID         -  AC5051
 AC5051  STATE/COUNTY-  MN/HOUSTON
 AC5051  USGS QUAD   -  HOUSTON (1980)
 AC5051
 AC5051                         *CURRENT SURVEY CONTROL
 AC5051  ___________________________________________________________________
 AC5051* NAD 83(1996)-  43 49 38.24758(N)    091 37 17.62624(W)     ADJUSTED  
 AC5051* NAVD 88     -       229.4    (meters)     753.     (feet)  GPS OBS   
 AC5051  ___________________________________________________________________
 AC5051  X           -    -130,422.712 (meters)                     COMP
 AC5051  Y           -  -4,607,083.664 (meters)                     COMP
 AC5051  Z           -   4,394,405.296 (meters)                     COMP
 AC5051  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 AC5051  ELLIP HEIGHT-         198.90  (meters)          (01/15/97) GPS OBS
 AC5051  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 AC5051
 AC5051  HORZ ORDER  -  FIRST
 AC5051  ELLP ORDER  -  FOURTH    CLASS II
 AC5051
 AC5051.The horizontal coordinates were established by GPS observations
 AC5051.and adjusted by the National Geodetic Survey in January 1997..
 AC5051.No horizontal observational check was made to the station.
 AC5051
 AC5051.The orthometric height was determined by GPS observations and a
 AC5051.high-resolution geoid model.
 AC5051
 AC5051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5051
 AC5051.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5051
 AC5051.The ellipsoidal height was determined by GPS observations
 AC5051.and is referenced to NAD 83.
 AC5051
 AC5051.The geoid height was determined by GEOID03.
 AC5051
 AC5051;                    North         East     Units Scale Factor Converg.
 AC5051;SPC MN S     -   194,705.845   991,289.128   MT  0.99999077   +1 40 01.6
 AC5051;UTM  15      - 4,853,614.076   610,835.505   MT  0.99975109   +0 57 16.7
 AC5051
 AC5051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5051!SPC MN S     -   0.99996881  x   0.99999077  =   0.99995958
 AC5051!UTM  15      -   0.99996881  x   0.99975109  =   0.99971991
 AC5051
 AC5051                          SUPERSEDED SURVEY CONTROL
 AC5051
 AC5051.No superseded survey control is available for this station.
 AC5051
 AC5051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1083653614(NAD 83)
 AC5051_MARKER: DD = SURVEY DISK
 AC5051_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC5051_STAMPING: 2808 J 1959
 AC5051_MARK LOGO: MNDT  
 AC5051_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC5051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5051+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001
 AC5051
 AC5051  HISTORY     - Date     Condition        Report By
 AC5051  HISTORY     - 1959     MONUMENTED       MNDT
 AC5051  HISTORY     - 19960315 GOOD             MN-055
 AC5051  HISTORY     - 20010401 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0922 ***********************************************************************
 QO0922  DESIGNATION -  282/2 BOLT
 QO0922  PID         -  QO0922
 QO0922  STATE/COUNTY-  MN/SHERBURNE
 QO0922  USGS QUAD   -  CLEAR LAKE (1991)
 QO0922
 QO0922                         *CURRENT SURVEY CONTROL
 QO0922  ___________________________________________________________________
 QO0922* NAD 83(1986)-  45 22 54.     (N)    093 54 20.     (W)     SCALED    
 QO0922* NAVD 88     -       294.242  (meters)     965.36   (feet)  ADJUSTED  
 QO0922  ___________________________________________________________________
 QO0922  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 QO0922  DYNAMIC HT  -         294.225 (meters)     965.30  (feet)  COMP
 QO0922  MODELED GRAV-     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
 QO0922.and adjusted by the National Geodetic Survey in June 1991..
 QO0922
 QO0922.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO0921 ***********************************************************************
 QO0921  DESIGNATION -  282/2 CAP
 QO0921  PID         -  QO0921
 QO0921  STATE/COUNTY-  MN/SHERBURNE
 QO0921  USGS QUAD   -  CLEAR LAKE (1991)
 QO0921
 QO0921                         *CURRENT SURVEY CONTROL
 QO0921  ___________________________________________________________________
 QO0921* NAD 83(1986)-  45 22 54.     (N)    093 54 20.     (W)     SCALED    
 QO0921* NAVD 88     -       295.447  (meters)     969.31   (feet)  ADJUSTED  
 QO0921  ___________________________________________________________________
 QO0921  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 QO0921  DYNAMIC HT  -         295.429 (meters)     969.25  (feet)  COMP
 QO0921  MODELED GRAV-     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
 QO0921.and adjusted by the National Geodetic Survey in June 1991..
 QO0921
 QO0921.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0339 ***********************************************************************
 QP0339  DESIGNATION -  284/1 BOLT
 QP0339  PID         -  QP0339
 QP0339  STATE/COUNTY-  MN/SHERBURNE
 QP0339  USGS QUAD   -  CLEARWATER (1991)
 QP0339
 QP0339                         *CURRENT SURVEY CONTROL
 QP0339  ___________________________________________________________________
 QP0339* NAD 83(1986)-  45 24 50.     (N)    094 00 22.     (W)     SCALED    
 QP0339* NAVD 88     -       298.682  (meters)     979.93   (feet)  ADJUSTED  
 QP0339  ___________________________________________________________________
 QP0339  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 QP0339  DYNAMIC HT  -         298.668 (meters)     979.88  (feet)  COMP
 QP0339  MODELED GRAV-     980,559.0   (mgal)                       NAVD 88
 QP0339
 QP0339  VERT ORDER  -  FIRST     CLASS I
 QP0339
 QP0339.The horizontal coordinates were scaled from a topographic map and have
 QP0339.an estimated accuracy of +/- 6 seconds.
 QP0339
 QP0339.The orthometric height was determined by differential leveling
 QP0339.and adjusted by the National Geodetic Survey in June 1991..
 QP0339
 QP0339.The geoid height was determined by GEOID03.
 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     -   368,230.      799,520.      MT  (+/- 180 meters Scaled)
 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: 15TVL212294(NAD 83)
 QP0339_MARKER: B = BOLT
 QP0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 QP0338 ***********************************************************************
 QP0338  DESIGNATION -  284/1 CAP
 QP0338  PID         -  QP0338
 QP0338  STATE/COUNTY-  MN/SHERBURNE
 QP0338  USGS QUAD   -  CLEARWATER (1991)
 QP0338
 QP0338                         *CURRENT SURVEY CONTROL
 QP0338  ___________________________________________________________________
 QP0338* NAD 83(1986)-  45 24 50.     (N)    094 00 22.     (W)     SCALED    
 QP0338* NAVD 88     -       299.889  (meters)     983.89   (feet)  ADJUSTED  
 QP0338  ___________________________________________________________________
 QP0338  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 QP0338  DYNAMIC HT  -         299.874 (meters)     983.84  (feet)  COMP
 QP0338  MODELED GRAV-     980,559.0   (mgal)                       NAVD 88
 QP0338
 QP0338  VERT ORDER  -  FIRST     CLASS I
 QP0338
 QP0338.The horizontal coordinates were scaled from a topographic map and have
 QP0338.an estimated accuracy of +/- 6 seconds.
 QP0338
 QP0338.The orthometric height was determined by differential leveling
 QP0338.and adjusted by the National Geodetic Survey in June 1991..
 QP0338
 QP0338.The geoid height was determined by GEOID03.
 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     -   368,230.      799,520.      MT  (+/- 180 meters Scaled)
 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: 15TVL212294(NAD 83)
 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 = OCTOBER  6, 2006
 QP0348 ***********************************************************************
 QP0348  DESIGNATION -  285/2 BOLT
 QP0348  PID         -  QP0348
 QP0348  STATE/COUNTY-  MN/SHERBURNE
 QP0348  USGS QUAD   -  CLEARWATER (1991)
 QP0348
 QP0348                         *CURRENT SURVEY CONTROL
 QP0348  ___________________________________________________________________
 QP0348* NAD 83(1986)-  45 25 30.     (N)    094 02 46.     (W)     SCALED    
 QP0348* NAVD 88     -       291.005  (meters)     954.74   (feet)  ADJUSTED  
 QP0348  ___________________________________________________________________
 QP0348  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 QP0348  DYNAMIC HT  -         290.992 (meters)     954.70  (feet)  COMP
 QP0348  MODELED GRAV-     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
 QP0348.and adjusted by the National Geodetic Survey in June 1991..
 QP0348
 QP0348.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 QP0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 QP0349 ***********************************************************************
 QP0349  DESIGNATION -  285/2 CAP
 QP0349  PID         -  QP0349
 QP0349  STATE/COUNTY-  MN/SHERBURNE
 QP0349  USGS QUAD   -  CLEARWATER (1991)
 QP0349
 QP0349                         *CURRENT SURVEY CONTROL
 QP0349  ___________________________________________________________________
 QP0349* NAD 83(1986)-  45 25 30.     (N)    094 02 46.     (W)     SCALED    
 QP0349* NAVD 88     -       292.213  (meters)     958.70   (feet)  ADJUSTED  
 QP0349  ___________________________________________________________________
 QP0349  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 QP0349  DYNAMIC HT  -         292.200 (meters)     958.66  (feet)  COMP
 QP0349  MODELED GRAV-     980,563.8   (mgal)                       NAVD 88
 QP0349
 QP0349  VERT ORDER  -  FIRST     CLASS I
 QP0349
 QP0349.The horizontal coordinates were scaled from a topographic map and have
 QP0349.an estimated accuracy of +/- 6 seconds.
 QP0349
 QP0349.The orthometric height was determined by differential leveling
 QP0349.and adjusted by the National Geodetic Survey in June 1991..
 QP0349.WARNING-Repeat measurements at this control monument indicate possible
 QP0349.vertical movement.
 QP0349
 QP0349.The geoid height was determined by GEOID03.
 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     -   369,460.      796,390.      MT  (+/- 180 meters Scaled)
 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: 15TVL181306(NAD 83)
 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 = OCTOBER  6, 2006
 QP0341 ***********************************************************************
 QP0341  DESIGNATION -  287/1 BOLT RESET
 QP0341  PID         -  QP0341
 QP0341  STATE/COUNTY-  MN/SHERBURNE
 QP0341  USGS QUAD   -  CLEARWATER (1991)
 QP0341
 QP0341                         *CURRENT SURVEY CONTROL
 QP0341  ___________________________________________________________________
 QP0341* NAD 83(1986)-  45 29 06.     (N)    094 06 25.     (W)     SCALED    
 QP0341* NAVD 88     -       308.47   (+/-2cm)    1012.0    (feet)  VERTCON   
 QP0341  ___________________________________________________________________
 QP0341  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 QP0341
 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.The vertical order pertains to the NGVD 29 superseded value.
 QP0341
 QP0341.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0358 ***********************************************************************
 QP0358  DESIGNATION -  287/1 CAP
 QP0358  PID         -  QP0358
 QP0358  STATE/COUNTY-  MN/SHERBURNE
 QP0358  USGS QUAD   -  CLEARWATER (1991)
 QP0358
 QP0358                         *CURRENT SURVEY CONTROL
 QP0358  ___________________________________________________________________
 QP0358* NAD 83(1986)-  45 29 06.     (N)    094 06 25.     (W)     SCALED    
 QP0358* NAVD 88     -       308.890  (meters)    1013.42   (feet)  ADJUSTED  
 QP0358  ___________________________________________________________________
 QP0358  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 QP0358  DYNAMIC HT  -         308.881 (meters)    1013.39  (feet)  COMP
 QP0358  MODELED GRAV-     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
 QP0358.and adjusted by the National Geodetic Survey in June 1991..
 QP0358
 QP0358.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0039 ***********************************************************************
 QP0039  DESIGNATION -  288/2 BOLT
 QP0039  PID         -  QP0039
 QP0039  STATE/COUNTY-  MN/SHERBURNE
 QP0039  USGS QUAD   -  ST CLOUD (1993)
 QP0039
 QP0039                         *CURRENT SURVEY CONTROL
 QP0039  ___________________________________________________________________
 QP0039* NAD 83(1986)-  45 31 22.     (N)    094 08 18.     (W)     SCALED    
 QP0039* NAVD 88     -       312.573  (meters)    1025.50   (feet)  ADJUSTED  
 QP0039  ___________________________________________________________________
 QP0039  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 QP0039  DYNAMIC HT  -         312.566 (meters)    1025.48  (feet)  COMP
 QP0039  MODELED GRAV-     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
 QP0039.and adjusted by the National Geodetic Survey in June 1991..
 QP0039
 QP0039.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 QP0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 QP0038 ***********************************************************************
 QP0038  DESIGNATION -  288/2 CAP
 QP0038  PID         -  QP0038
 QP0038  STATE/COUNTY-  MN/SHERBURNE
 QP0038  USGS QUAD   -  ST CLOUD (1993)
 QP0038
 QP0038                         *CURRENT SURVEY CONTROL
 QP0038  ___________________________________________________________________
 QP0038* NAD 83(1986)-  45 31 21.     (N)    094 08 16.     (W)     SCALED    
 QP0038* NAVD 88     -       313.814  (meters)    1029.57   (feet)  ADJUSTED  
 QP0038  ___________________________________________________________________
 QP0038  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 QP0038  DYNAMIC HT  -         313.806 (meters)    1029.55  (feet)  COMP
 QP0038  MODELED GRAV-     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
 QP0038.and adjusted by the National Geodetic Survey in June 1991..
 QP0038
 QP0038.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF8694 ***********************************************************************
 DF8694  DESIGNATION -  29
 DF8694  PID         -  DF8694
 DF8694  STATE/COUNTY-  MN/KANABEC
 DF8694  USGS QUAD   -  KROSCHEL (1968)
 DF8694
 DF8694                         *CURRENT SURVEY CONTROL
 DF8694  ___________________________________________________________________
 DF8694* NAD 83(1996)-  46 01 30.52524(N)    093 05 42.23503(W)     ADJUSTED  
 DF8694* NAVD 88     -       330.2    (meters)    1083.     (feet)  GPS OBS   
 DF8694  ___________________________________________________________________
 DF8694  X           -    -239,540.147 (meters)                     COMP
 DF8694  Y           -  -4,430,047.772 (meters)                     COMP
 DF8694  Z           -   4,567,406.424 (meters)                     COMP
 DF8694  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 DF8694  ELLIP HEIGHT-         302.58  (meters)          (10/22/03) GPS OBS
 DF8694  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DF8694
 DF8694  HORZ ORDER  -  FIRST
 DF8694  ELLP ORDER  -  THIRD     CLASS II
 DF8694
 DF8694.The horizontal coordinates were established by GPS observations
 DF8694.and adjusted by the MN DEPT OF TRANSP in October 2003..
 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 DEFLEC99 derived deflections.
 DF8694
 DF8694.The ellipsoidal height was determined by GPS observations
 DF8694.and is referenced to NAD 83.
 DF8694
 DF8694.The geoid height was determined by GEOID03.
 DF8694
 DF8694;                    North         East     Units Scale Factor Converg.
 DF8694;SPC MN C     -   214,592.727   889,415.675   MT  0.99993656   +0 50 07.7
 DF8694;UTM  15      - 5,096,845.773   492,642.210   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  =   0.99988913
 DF8694!UTM  15      -   0.99995257  x   0.99960067  =   0.99955326
 DF8694
 DF8694                          SUPERSEDED SURVEY CONTROL
 DF8694
 DF8694.No superseded survey control is available for this station.
 DF8694
 DF8694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9264296846(NAD 83)
 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 = OCTOBER  6, 2006
 QO0093 ***********************************************************************
 QO0093  DESIGNATION -  29 CAP RESET
 QO0093  PID         -  QO0093
 QO0093  STATE/COUNTY-  MN/CHISAGO
 QO0093  USGS QUAD   -  FOREST LAKE (1993)
 QO0093
 QO0093                         *CURRENT SURVEY CONTROL
 QO0093  ___________________________________________________________________
 QO0093* NAD 83(1986)-  45 20 11.     (N)    092 59 54.     (W)     SCALED    
 QO0093* NAVD 88     -       272.675  (meters)     894.60   (feet)  ADJUSTED  
 QO0093  ___________________________________________________________________
 QO0093  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 QO0093  DYNAMIC HT  -         272.670 (meters)     894.58  (feet)  COMP
 QO0093  MODELED GRAV-     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
 QO0093.and adjusted by the National Geodetic Survey in June 1991..
 QO0093
 QO0093.The geoid height was determined by GEOID03.
 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     -   138,170.      898,110.      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: 15TWL001203(NAD 83)
 QO0093_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0093_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0093_STAMPING: RESET 1948
 QO0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0093
 QO0093  HISTORY     - Date     Condition        Report By
 QO0093  HISTORY     - 1948     MONUMENTED       DOD
 QO0093  HISTORY     - 1966     GOOD             MNDT
 QO0093  HISTORY     - 1966     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0702 ***********************************************************************
 SK0702  DESIGNATION -  29 CER
 SK0702  PID         -  SK0702
 SK0702  STATE/COUNTY-  MN/CLEARWATER
 SK0702  USGS QUAD   -  GONVICK (1969)
 SK0702
 SK0702                         *CURRENT SURVEY CONTROL
 SK0702  ___________________________________________________________________
 SK0702* NAD 83(1996)-  47 44 20.12589(N)    095 31 20.57800(W)     ADJUSTED  
 SK0702* NAVD 88     -       391.521  (meters)    1284.52   (feet)  ADJUSTED  
 SK0702  ___________________________________________________________________
 SK0702  X           -    -413,567.295 (meters)                     COMP
 SK0702  Y           -  -4,277,544.643 (meters)                     COMP
 SK0702  Z           -   4,697,672.843 (meters)                     COMP
 SK0702  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 SK0702  ELLIP HEIGHT-         364.06  (meters)          (08/20/03) GPS OBS
 SK0702  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 SK0702  DYNAMIC HT  -         391.579 (meters)    1284.71  (feet)  COMP
 SK0702  MODELED GRAV-     980,750.5   (mgal)                       NAVD 88
 SK0702
 SK0702  HORZ ORDER  -  FIRST
 SK0702  VERT ORDER  -  SECOND    CLASS 0
 SK0702  ELLP ORDER  -  THIRD     CLASS II
 SK0702
 SK0702.The horizontal coordinates were established by GPS observations
 SK0702.and adjusted by the MN DEPT OF TRANSP in August 2003..
 SK0702
 SK0702.The orthometric height was determined by differential leveling
 SK0702.and adjusted by the National Geodetic Survey in June 1991..
 SK0702
 SK0702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0702
 SK0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK0702
 SK0702.The ellipsoidal height was determined by GPS observations
 SK0702.and is referenced to NAD 83.
 SK0702
 SK0702.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0702;SPC MN N     -   240,581.247   618,365.787   MT  0.99990423   -1 47 43.9
 SK0702;UTM  15      - 5,290,364.897   310,899.984   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  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: 15TUN1090090365(NAD 83)
 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 - August 27, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0703 ***********************************************************************
 SK0703  DESIGNATION -  29 CER A TBM
 SK0703  PID         -  SK0703
 SK0703  STATE/COUNTY-  MN/CLEARWATER
 SK0703  USGS QUAD   -  GONVICK (1969)
 SK0703
 SK0703                         *CURRENT SURVEY CONTROL
 SK0703  ___________________________________________________________________
 SK0703* NAD 83(1986)-  47 44 45.     (N)    095 32 18.     (W)     SCALED    
 SK0703* NAVD 88     -       393.881  (meters)    1292.26   (feet)  ADJUSTED  
 SK0703  ___________________________________________________________________
 SK0703  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 SK0703  DYNAMIC HT  -         393.941 (meters)    1292.45  (feet)  COMP
 SK0703  MODELED GRAV-     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
 SK0703.and adjusted by the National Geodetic Survey in June 1991..
 SK0703
 SK0703.The geoid height was determined by GEOID03.
 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_MARKER: N = NAIL
 SK0703_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0703_SP_SET: CENTERLINE OF HWY.
 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 = OCTOBER  6, 2006
 SK0701 ***********************************************************************
 SK0701  DESIGNATION -  29 CER RM
 SK0701  PID         -  SK0701
 SK0701  STATE/COUNTY-  MN/CLEARWATER
 SK0701  USGS QUAD   -  GONVICK (1969)
 SK0701
 SK0701                         *CURRENT SURVEY CONTROL
 SK0701  ___________________________________________________________________
 SK0701* NAD 83(1986)-  47 44 21.     (N)    095 31 19.     (W)     SCALED    
 SK0701* NAVD 88     -       388.405  (meters)    1274.29   (feet)  ADJUSTED  
 SK0701  ___________________________________________________________________
 SK0701  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 SK0701  DYNAMIC HT  -         388.463 (meters)    1274.48  (feet)  COMP
 SK0701  MODELED GRAV-     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
 SK0701.and adjusted by the National Geodetic Survey in June 1991..
 SK0701
 SK0701.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 SK0701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0701_SP_SET: IN METAL CULVERT
 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 = OCTOBER  6, 2006
 DH3131 ***********************************************************************
 DH3131  DESIGNATION -  29 DWB
 DH3131  PID         -  DH3131
 DH3131  STATE/COUNTY-  MN/PIPESTONE
 DH3131  USGS QUAD   -  ELKTON SW (1967)
 DH3131
 DH3131                         *CURRENT SURVEY CONTROL
 DH3131  ___________________________________________________________________
 DH3131* NAD 83(1996)-  44 06 39.59997(N)    096 26 48.56390(W)     ADJUSTED  
 DH3131* NAVD 88     -       518.4    (meters)    1701.     (feet)  GPS OBS   
 DH3131  ___________________________________________________________________
 DH3131  X           -    -515,061.542 (meters)                     COMP
 DH3131  Y           -  -4,558,246.215 (meters)                     COMP
 DH3131  Z           -   4,417,298.139 (meters)                     COMP
 DH3131  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 DH3131  ELLIP HEIGHT-         492.49  (meters)          (04/27/05) GPS OBS
 DH3131  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 DH3131
 DH3131  HORZ ORDER  -  FIRST
 DH3131  ELLP ORDER  -  THIRD     CLASS II
 DH3131
 DH3131.The horizontal coordinates were established by GPS observations
 DH3131.and adjusted by the MN DEPT OF TRANSP in April 2005..
 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 DEFLEC99 derived deflections.
 DH3131
 DH3131.The ellipsoidal height was determined by GPS observations
 DH3131.and is referenced to NAD 83.
 DH3131
 DH3131.The geoid height was determined by GEOID03.
 DH3131
 DH3131;                    North         East     Units Scale Factor Converg.
 DH3131;SPC MN S     -   226,376.355   604,155.863   MT  0.99994513   -1 42 54.2
 DH3131;UTM  14      - 4,887,371.231   704,318.855   MT  1.00011346   +1 46 39.9
 DH3131
 DH3131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3131!SPC MN S     -   0.99992278  x   0.99994513  =   0.99986792
 DH3131!UTM  14      -   0.99992278  x   1.00011346  =   1.00003623
 DH3131
 DH3131                          SUPERSEDED SURVEY CONTROL
 DH3131
 DH3131.No superseded survey control is available for this station.
 DH3131
 DH3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0431987371(NAD 83)
 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 = OCTOBER  6, 2006
 PP1989 ***********************************************************************
 PP1989  DESIGNATION -  29 ES
 PP1989  PID         -  PP1989
 PP1989  STATE/COUNTY-  MN/CARVER
 PP1989  USGS QUAD   -  SHAKOPEE (1993)
 PP1989
 PP1989                         *CURRENT SURVEY CONTROL
 PP1989  ___________________________________________________________________
 PP1989* NAD 83(1986)-  44 52 14.     (N)    093 35 37.     (W)     SCALED    
 PP1989* NAVD 88     -       293.226  (meters)     962.03   (feet)  ADJUSTED  
 PP1989  ___________________________________________________________________
 PP1989  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 PP1989  DYNAMIC HT  -         293.222 (meters)     962.01  (feet)  COMP
 PP1989  MODELED GRAV-     980,592.7   (mgal)                       NAVD 88
 PP1989
 PP1989  VERT ORDER  -  SECOND    CLASS I
 PP1989
 PP1989.The horizontal coordinates were scaled from a topographic map and have
 PP1989.an estimated accuracy of +/- 6 seconds.
 PP1989
 PP1989.The orthometric height was determined by differential leveling
 PP1989.and adjusted by the National Geodetic Survey in November 1999..
 PP1989.WARNING-Repeat measurements at this control monument indicate possible
 PP1989.vertical movement.
 PP1989
 PP1989.The geoid height was determined by GEOID03.
 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     -   307,920.      832,110.      MT  (+/- 180 meters Scaled)
 PP1989
 PP1989                          SUPERSEDED SURVEY CONTROL
 PP1989
 PP1989  NAVD 88 (06/15/91)  293.089  (m)          961.58   (f) UNKNOWN     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: 15TVK531687(NAD 83)
 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 = OCTOBER  6, 2006
 AI2027 ***********************************************************************
 AI2027  DESIGNATION -  29 HEH
 AI2027  PID         -  AI2027
 AI2027  STATE/COUNTY-  MN/ROSEAU
 AI2027  USGS QUAD   -  WARROAD (1994)
 AI2027
 AI2027                         *CURRENT SURVEY CONTROL
 AI2027  ___________________________________________________________________
 AI2027* NAD 83(1986)-  48 58 25.     (N)    095 21 37.     (W)     SCALED    
 AI2027* NAVD 88     -       329.612  (meters)    1081.40   (feet)  ADJUSTED  
 AI2027  ___________________________________________________________________
 AI2027  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 AI2027  DYNAMIC HT  -         329.707 (meters)    1081.71  (feet)  COMP
 AI2027  MODELED GRAV-     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
 AI2027.and adjusted by the National Geodetic Survey in August 2000..
 AI2027.No vertical observational check was made to the station.
 AI2027
 AI2027.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0477 ***********************************************************************
 PQ0477  DESIGNATION -  29 LMT
 PQ0477  PID         -  PQ0477
 PQ0477  STATE/COUNTY-  MN/YELLOW MEDICINE
 PQ0477  USGS QUAD   -  WOOD LAKE (1962)
 PQ0477
 PQ0477                         *CURRENT SURVEY CONTROL
 PQ0477  ___________________________________________________________________
 PQ0477* NAD 83(1986)-  44 44 45.     (N)    095 33 50.     (W)     SCALED    
 PQ0477* NAVD 88     -       317.155  (meters)    1040.53   (feet)  ADJUSTED  
 PQ0477  ___________________________________________________________________
 PQ0477  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 PQ0477  DYNAMIC HT  -         317.121 (meters)    1040.42  (feet)  COMP
 PQ0477  MODELED GRAV-     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
 PQ0477.and adjusted by the National Geodetic Survey in June 1991..
 PQ0477
 PQ0477.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF6649 ***********************************************************************
 DF6649  DESIGNATION -  2901 A
 DF6649  PID         -  DF6649
 DF6649  STATE/COUNTY-  MN/HUBBARD
 DF6649  USGS QUAD   -  PARK RAPIDS NW (1969)
 DF6649
 DF6649                         *CURRENT SURVEY CONTROL
 DF6649  ___________________________________________________________________
 DF6649* NAD 83(1996)-  46 55 14.27661(N)    095 08 38.44624(W)     ADJUSTED  
 DF6649* NAVD 88     -       445.955  (meters)    1463.10   (feet)  ADJUSTED  
 DF6649  ___________________________________________________________________
 DF6649  X           -    -391,311.501 (meters)                     COMP
 DF6649  Y           -  -4,346,844.779 (meters)                     COMP
 DF6649  Z           -   4,636,048.753 (meters)                     COMP
 DF6649  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 DF6649  ELLIP HEIGHT-         418.82  (meters)          (08/01/03) GPS OBS
 DF6649  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DF6649  DYNAMIC HT  -         445.978 (meters)    1463.18  (feet)  COMP
 DF6649  MODELED GRAV-     980,652.8   (mgal)                       NAVD 88
 DF6649
 DF6649  HORZ ORDER  -  FIRST
 DF6649  VERT ORDER  -  SECOND    CLASS I
 DF6649  ELLP ORDER  -  THIRD     CLASS I
 DF6649
 DF6649.The horizontal coordinates were established by GPS observations
 DF6649.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6649
 DF6649.The orthometric height was determined by differential leveling
 DF6649.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF6649
 DF6649.The ellipsoidal height was determined by GPS observations
 DF6649.and is referenced to NAD 83.
 DF6649
 DF6649.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF6649;SPC MN C     -   313,861.410   731,907.534   MT  0.99997429   -0 38 48.2
 DF6649;UTM  15      - 5,198,575.656   336,761.476   MT  0.99992752   -1 33 58.9
 DF6649
 DF6649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6649!SPC MN C     -   0.99993435  x   0.99997429  =   0.99990865
 DF6649!UTM  15      -   0.99993435  x   0.99992752  =   0.99986188
 DF6649
 DF6649                          SUPERSEDED SURVEY CONTROL
 DF6649
 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: 15TUM3676198576(NAD 83)
 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 = OCTOBER  6, 2006
 DG7140 ***********************************************************************
 DG7140  DESIGNATION -  2901 C
 DG7140  PID         -  DG7140
 DG7140  STATE/COUNTY-  MN/HUBBARD
 DG7140  USGS QUAD   -  PARK RAPIDS (1980)
 DG7140
 DG7140                         *CURRENT SURVEY CONTROL
 DG7140  ___________________________________________________________________
 DG7140* NAD 83(1986)-  46 55 18.     (N)    095 06 04.     (W)     SCALED    
 DG7140* NAVD 88     -       442.122  (meters)    1450.53   (feet)  ADJUSTED  
 DG7140  ___________________________________________________________________
 DG7140  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DG7140  DYNAMIC HT  -         442.145 (meters)    1450.60  (feet)  COMP
 DG7140  MODELED GRAV-     980,652.1   (mgal)                       NAVD 88
 DG7140
 DG7140  VERT ORDER  -  SECOND    CLASS I
 DG7140
 DG7140.The horizontal coordinates were scaled from a topographic map and have
 DG7140.an estimated accuracy of +/- 6 seconds.
 DG7140
 DG7140.The orthometric height was determined by differential leveling
 DG7140.and adjusted by the National Geodetic Survey in December 2004..
 DG7140
 DG7140.The geoid height was determined by GEOID03.
 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     -   313,940.      735,180.      MT  (+/- 180 meters Scaled)
 DG7140
 DG7140                          SUPERSEDED SURVEY CONTROL
 DG7140
 DG7140.No superseded survey control is available for this station.
 DG7140
 DG7140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM400986(NAD 83)
 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 = OCTOBER  6, 2006
 DG7139 ***********************************************************************
 DG7139  DESIGNATION -  2901 E
 DG7139  PID         -  DG7139
 DG7139  STATE/COUNTY-  MN/HUBBARD
 DG7139  USGS QUAD   -  PARK RAPIDS (1980)
 DG7139
 DG7139                         *CURRENT SURVEY CONTROL
 DG7139  ___________________________________________________________________
 DG7139* NAD 83(1986)-  46 55 14.     (N)    095 07 22.     (W)     SCALED    
 DG7139* NAVD 88     -       442.650  (meters)    1452.26   (feet)  ADJUSTED  
 DG7139  ___________________________________________________________________
 DG7139  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DG7139  DYNAMIC HT  -         442.673 (meters)    1452.34  (feet)  COMP
 DG7139  MODELED GRAV-     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
 DG7139.and adjusted by the National Geodetic Survey in December 2004..
 DG7139
 DG7139.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE6188 ***********************************************************************
 DE6188  DESIGNATION -  2902 A
 DE6188  PID         -  DE6188
 DE6188  STATE/COUNTY-  MN/HUBBARD
 DE6188  USGS QUAD   -  AKELEY (1996)
 DE6188
 DE6188                         *CURRENT SURVEY CONTROL
 DE6188  ___________________________________________________________________
 DE6188* NAD 83(1996)-  47 01 31.20662(N)    094 39 50.37655(W)     ADJUSTED  
 DE6188* NAVD 88     -       423.989  (meters)    1391.04   (feet)  ADJUSTED  
 DE6188  ___________________________________________________________________
 DE6188  X           -    -354,187.502 (meters)                     COMP
 DE6188  Y           -  -4,341,473.856 (meters)                     COMP
 DE6188  Z           -   4,643,975.236 (meters)                     COMP
 DE6188  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 DE6188  ELLIP HEIGHT-         396.40  (meters)          (09/24/02) GPS OBS
 DE6188  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DE6188  DYNAMIC HT  -         424.027 (meters)    1391.16  (feet)  COMP
 DE6188  MODELED GRAV-     980,690.6   (mgal)                       NAVD 88
 DE6188
 DE6188  HORZ ORDER  -  FIRST
 DE6188  VERT ORDER  -  SECOND    CLASS I
 DE6188  ELLP ORDER  -  FOURTH    CLASS I
 DE6188
 DE6188.The horizontal coordinates were established by GPS observations
 DE6188.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6188
 DE6188.The orthometric height was determined by differential leveling
 DE6188.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6188
 DE6188.The ellipsoidal height was determined by GPS observations
 DE6188.and is referenced to NAD 83.
 DE6188
 DE6188.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6188;SPC MN C     -   325,199.021   768,528.509   MT  0.99999470   -0 17 58.1
 DE6188;UTM  15      - 5,209,323.111   373,554.981   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  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: 15TUN7355509323(NAD 83)
 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 = OCTOBER  6, 2006
 DE6189 ***********************************************************************
 DE6189  DESIGNATION -  2902 B
 DE6189  PID         -  DE6189
 DE6189  STATE/COUNTY-  MN/HUBBARD
 DE6189  USGS QUAD   -  AKELEY (1996)
 DE6189
 DE6189                         *CURRENT SURVEY CONTROL
 DE6189  ___________________________________________________________________
 DE6189* NAD 83(1996)-  47 01 05.67072(N)    094 40 57.11809(W)     ADJUSTED  
 DE6189* NAVD 88     -       430.673  (meters)    1412.97   (feet)  ADJUSTED  
 DE6189  ___________________________________________________________________
 DE6189  X           -    -355,639.736 (meters)                     COMP
 DE6189  Y           -  -4,341,938.609 (meters)                     COMP
 DE6189  Z           -   4,643,442.512 (meters)                     COMP
 DE6189  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 DE6189  ELLIP HEIGHT-         403.09  (meters)          (09/24/02) GPS OBS
 DE6189  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DE6189  DYNAMIC HT  -         430.709 (meters)    1413.08  (feet)  COMP
 DE6189  MODELED GRAV-     980,683.7   (mgal)                       NAVD 88
 DE6189
 DE6189  HORZ ORDER  -  FIRST
 DE6189  VERT ORDER  -  SECOND    CLASS I
 DE6189  ELLP ORDER  -  FOURTH    CLASS I
 DE6189
 DE6189.The horizontal coordinates were established by GPS observations
 DE6189.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6189
 DE6189.The orthometric height was determined by differential leveling
 DE6189.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6189
 DE6189.The ellipsoidal height was determined by GPS observations
 DE6189.and is referenced to NAD 83.
 DE6189
 DE6189.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6189;SPC MN C     -   324,417.997   767,114.871   MT  0.99999321   -0 18 46.4
 DE6189;UTM  15      - 5,208,564.988   372,129.287   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  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: 15TUN7212908565(NAD 83)
 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 = OCTOBER  6, 2006
 DE6190 ***********************************************************************
 DE6190  DESIGNATION -  2902 C
 DE6190  PID         -  DE6190
 DE6190  STATE/COUNTY-  MN/HUBBARD
 DE6190  USGS QUAD   -  AKELEY (1996)
 DE6190
 DE6190                         *CURRENT SURVEY CONTROL
 DE6190  ___________________________________________________________________
 DE6190* NAD 83(1996)-  47 00 18.04116(N)    094 43 37.59681(W)     ADJUSTED  
 DE6190* NAVD 88     -       437.151  (meters)    1434.22   (feet)  ADJUSTED  
 DE6190  ___________________________________________________________________
 DE6190  X           -    -359,106.792 (meters)                     COMP
 DE6190  Y           -  -4,342,737.327 (meters)                     COMP
 DE6190  Z           -   4,642,444.302 (meters)                     COMP
 DE6190  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 DE6190  ELLIP HEIGHT-         409.58  (meters)          (08/23/02) GPS OBS
 DE6190  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DE6190  DYNAMIC HT  -         437.184 (meters)    1434.33  (feet)  COMP
 DE6190  MODELED GRAV-     980,676.5   (mgal)                       NAVD 88
 DE6190
 DE6190  HORZ ORDER  -  FIRST
 DE6190  VERT ORDER  -  SECOND    CLASS I
 DE6190  ELLP ORDER  -  FOURTH    CLASS I
 DE6190
 DE6190.The horizontal coordinates were established by GPS observations
 DE6190.and adjusted by the MN DEPT OF TRANSP in August 2002..
 DE6190
 DE6190.The orthometric height was determined by differential leveling
 DE6190.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6190
 DE6190.The ellipsoidal height was determined by GPS observations
 DE6190.and is referenced to NAD 83.
 DE6190
 DE6190.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6190;SPC MN C     -   322,966.656   763,716.864   MT  0.99999048   -0 20 42.5
 DE6190;UTM  15      - 5,207,168.547   368,709.093   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  =   0.99974767
 DE6190
 DE6190:                Primary Azimuth Mark                     Grid Az
 DE6190:SPC MN C     -  2902 D                                   248 50 26.0
 DE6190:UTM  15      -  2902 D                                   249 45 31.8
 DE6190
 DE6190|---------------------------------------------------------------------|
 DE6190| PID    Reference Object                     Distance      Geod. Az  |
 DE6190|                                                           dddmmss.s |
 DE6190| DE6941 2902 D                              APPROX. 1.1 KM 2482943.5 |
 DE6190|---------------------------------------------------------------------|
 DE6190
 DE6190                          SUPERSEDED SURVEY CONTROL
 DE6190
 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: 15TUN6870907169(NAD 83)
 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 = OCTOBER  6, 2006
 DE6941 ***********************************************************************
 DE6941  DESIGNATION -  2902 D
 DE6941  PID         -  DE6941
 DE6941  STATE/COUNTY-  MN/HUBBARD
 DE6941  USGS QUAD   -  AKELEY (1996)
 DE6941
 DE6941                         *CURRENT SURVEY CONTROL
 DE6941  ___________________________________________________________________
 DE6941* NAD 83(1996)-  47 00 04.88474(N)    094 44 26.39588(W)     ADJUSTED  
 DE6941* NAVD 88     -       433.28   (meters)    1421.5    (feet)  LEVELING  
 DE6941  ___________________________________________________________________
 DE6941  X           -    -360,158.548 (meters)                     COMP
 DE6941  Y           -  -4,342,945.775 (meters)                     COMP
 DE6941  Z           -   4,642,164.395 (meters)                     COMP
 DE6941  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 DE6941  ELLIP HEIGHT-         405.72  (meters)          (08/23/02) GPS OBS
 DE6941  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DE6941
 DE6941  HORZ ORDER  -  FIRST
 DE6941  VERT ORDER  -  THIRD ?
 DE6941  ELLP ORDER  -  FOURTH    CLASS I
 DE6941
 DE6941.The horizontal coordinates were established by GPS observations
 DE6941.and adjusted by the MN DEPT OF TRANSP in August 2002..
 DE6941
 DE6941.The orthometric height was determined by differential leveling.
 DE6941.The vertical network tie was performed by a horz. field party for horz.
 DE6941.obs reductions. Reset procedures were used to establish the elevation.
 DE6941
 DE6941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6941
 DE6941.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6941
 DE6941.The ellipsoidal height was determined by GPS observations
 DE6941.and is referenced to NAD 83.
 DE6941
 DE6941.The geoid height was determined by GEOID03.
 DE6941
 DE6941;                    North         East     Units Scale Factor Converg.
 DE6941;SPC MN C     -   322,566.685   762,683.511   MT  0.99998973   -0 21 17.8
 DE6941;UTM  15      - 5,206,785.256   367,669.646   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 25.6
 DE6941:UTM  15      -  2902 C                                   069 45 31.5
 DE6941
 DE6941|---------------------------------------------------------------------|
 DE6941| PID    Reference Object                     Distance      Geod. Az  |
 DE6941|                                                           dddmmss.s |
 DE6941| DE6190 2902 C                              APPROX. 1.1 KM 0682907.8 |
 DE6941|---------------------------------------------------------------------|
 DE6941
 DE6941                          SUPERSEDED SURVEY CONTROL
 DE6941
 DE6941.No superseded survey control is available for this station.
 DE6941
 DE6941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6767006785(NAD 83)
 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 = OCTOBER  6, 2006
 DE6942 ***********************************************************************
 DE6942  DESIGNATION -  2902 E
 DE6942  PID         -  DE6942
 DE6942  STATE/COUNTY-  MN/HUBBARD
 DE6942  USGS QUAD   -  NEVIS (1980)
 DE6942
 DE6942                         *CURRENT SURVEY CONTROL
 DE6942  ___________________________________________________________________
 DE6942* NAD 83(1996)-  46 59 45.41572(N)    094 46 37.00059(W)     ADJUSTED  
 DE6942* NAVD 88     -       448.69   (meters)    1472.1    (feet)  LEVELING  
 DE6942  ___________________________________________________________________
 DE6942  X           -    -362,945.879 (meters)                     COMP
 DE6942  Y           -  -4,343,165.545 (meters)                     COMP
 DE6942  Z           -   4,641,765.619 (meters)                     COMP
 DE6942  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 DE6942  ELLIP HEIGHT-         421.16  (meters)          (08/23/02) GPS OBS
 DE6942  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DE6942
 DE6942  HORZ ORDER  -  FIRST
 DE6942  VERT ORDER  -  THIRD ?
 DE6942  ELLP ORDER  -  FOURTH    CLASS I
 DE6942
 DE6942.The horizontal coordinates were established by GPS observations
 DE6942.and adjusted by the MN DEPT OF TRANSP in August 2002..
 DE6942
 DE6942.The orthometric height was determined by differential leveling.
 DE6942.The vertical network tie was performed by a horz. field party for horz.
 DE6942.obs reductions. Reset procedures were used to establish the elevation.
 DE6942
 DE6942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6942
 DE6942.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6942
 DE6942.The ellipsoidal height was determined by GPS observations
 DE6942.and is referenced to NAD 83.
 DE6942
 DE6942.The geoid height was determined by GEOID03.
 DE6942
 DE6942;                    North         East     Units Scale Factor Converg.
 DE6942;SPC MN C     -   321,983.210   759,920.424   MT  0.99998863   -0 22 52.3
 DE6942;UTM  15      - 5,206,246.236   364,898.031   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.No superseded survey control is available for this station.
 DE6942
 DE6942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6489806246(NAD 83)
 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 = OCTOBER  6, 2006
 DE6943 ***********************************************************************
 DE6943  DESIGNATION -  2902 F
 DE6943  PID         -  DE6943
 DE6943  STATE/COUNTY-  MN/HUBBARD
 DE6943  USGS QUAD   -  NEVIS (1980)
 DE6943
 DE6943                         *CURRENT SURVEY CONTROL
 DE6943  ___________________________________________________________________
 DE6943* NAD 83(1996)-  46 59 07.83605(N)    094 47 36.09224(W)     ADJUSTED  
 DE6943* NAVD 88     -       441.74   (meters)    1449.3    (feet)  LEVELING  
 DE6943  ___________________________________________________________________
 DE6943  X           -    -364,260.634 (meters)                     COMP
 DE6943  Y           -  -4,343,902.358 (meters)                     COMP
 DE6943  Z           -   4,640,968.904 (meters)                     COMP
 DE6943  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 DE6943  ELLIP HEIGHT-         414.22  (meters)          (08/23/02) GPS OBS
 DE6943  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DE6943
 DE6943  HORZ ORDER  -  FIRST
 DE6943  VERT ORDER  -  THIRD ?
 DE6943  ELLP ORDER  -  FOURTH    CLASS I
 DE6943
 DE6943.The horizontal coordinates were established by GPS observations
 DE6943.and adjusted by the MN DEPT OF TRANSP in August 2002..
 DE6943
 DE6943.The orthometric height was determined by differential leveling.
 DE6943.The vertical network tie was performed by a horz. field party for horz.
 DE6943.obs reductions. Reset procedures were used to establish the elevation.
 DE6943
 DE6943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6943
 DE6943.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6943
 DE6943.The ellipsoidal height was determined by GPS observations
 DE6943.and is referenced to NAD 83.
 DE6943
 DE6943.The geoid height was determined by GEOID03.
 DE6943
 DE6943;                    North         East     Units Scale Factor Converg.
 DE6943;SPC MN C     -   320,831.199   758,664.002   MT  0.99998654   -0 23 35.0
 DE6943;UTM  15      - 5,205,114.695   363,623.510   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.No superseded survey control is available for this station.
 DE6943
 DE6943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6362405115(NAD 83)
 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 = OCTOBER  6, 2006
 DE6944 ***********************************************************************
 DE6944  DESIGNATION -  2902 G
 DE6944  PID         -  DE6944
 DE6944  STATE/COUNTY-  MN/HUBBARD
 DE6944  USGS QUAD   -  NEVIS (1980)
 DE6944
 DE6944                         *CURRENT SURVEY CONTROL
 DE6944  ___________________________________________________________________
 DE6944* NAD 83(1996)-  46 58 14.00420(N)    094 49 40.38879(W)     ADJUSTED  
 DE6944* NAVD 88     -       442.33   (meters)    1451.2    (feet)  LEVELING  
 DE6944  ___________________________________________________________________
 DE6944  X           -    -366,980.559 (meters)                     COMP
 DE6944  Y           -  -4,344,893.572 (meters)                     COMP
 DE6944  Z           -   4,639,835.067 (meters)                     COMP
 DE6944  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 DE6944  ELLIP HEIGHT-         414.81  (meters)          (08/23/02) GPS OBS
 DE6944  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DE6944
 DE6944  HORZ ORDER  -  FIRST
 DE6944  VERT ORDER  -  THIRD ?
 DE6944  ELLP ORDER  -  FOURTH    CLASS I
 DE6944
 DE6944.The horizontal coordinates were established by GPS observations
 DE6944.and adjusted by the MN DEPT OF TRANSP in August 2002..
 DE6944
 DE6944.The orthometric height was determined by differential leveling.
 DE6944.The vertical network tie was performed by a horz. field party for horz.
 DE6944.obs reductions. Reset procedures were used to establish the elevation.
 DE6944
 DE6944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6944
 DE6944.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6944
 DE6944.The ellipsoidal height was determined by GPS observations
 DE6944.and is referenced to NAD 83.
 DE6944
 DE6944.The geoid height was determined by GEOID03.
 DE6944
 DE6944;                    North         East     Units Scale Factor Converg.
 DE6944;SPC MN C     -   319,187.496   756,025.293   MT  0.99998360   -0 25 04.9
 DE6944;UTM  15      - 5,203,513.740   360,959.199   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.No superseded survey control is available for this station.
 DE6944
 DE6944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6095903514(NAD 83)
 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 = OCTOBER  6, 2006
 DE6945 ***********************************************************************
 DE6945  DESIGNATION -  2902 H
 DE6945  PID         -  DE6945
 DE6945  STATE/COUNTY-  MN/HUBBARD
 DE6945  USGS QUAD   -  NEVIS (1980)
 DE6945
 DE6945                         *CURRENT SURVEY CONTROL
 DE6945  ___________________________________________________________________
 DE6945* NAD 83(1996)-  46 57 34.51910(N)    094 50 32.30769(W)     ADJUSTED  
 DE6945* NAVD 88     -       438.12   (meters)    1437.4    (feet)  LEVELING  
 DE6945  ___________________________________________________________________
 DE6945  X           -    -368,149.197 (meters)                     COMP
 DE6945  Y           -  -4,345,686.332 (meters)                     COMP
 DE6945  Z           -   4,638,999.823 (meters)                     COMP
 DE6945  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 DE6945  ELLIP HEIGHT-         410.61  (meters)          (08/23/02) GPS OBS
 DE6945  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DE6945
 DE6945  HORZ ORDER  -  FIRST
 DE6945  VERT ORDER  -  THIRD ?
 DE6945  ELLP ORDER  -  FOURTH    CLASS I
 DE6945
 DE6945.The horizontal coordinates were established by GPS observations
 DE6945.and adjusted by the MN DEPT OF TRANSP in August 2002..
 DE6945
 DE6945.The orthometric height was determined by differential leveling.
 DE6945.The vertical network tie was performed by a horz. field party for horz.
 DE6945.obs reductions. Reset procedures were used to establish the elevation.
 DE6945
 DE6945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6945
 DE6945.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6945
 DE6945.The ellipsoidal height was determined by GPS observations
 DE6945.and is referenced to NAD 83.
 DE6945
 DE6945.The geoid height was determined by GEOID03.
 DE6945
 DE6945;                    North         East     Units Scale Factor Converg.
 DE6945;SPC MN C     -   317,976.335   754,918.747   MT  0.99998149   -0 25 42.5
 DE6945;UTM  15      - 5,202,320.640   359,833.546   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.No superseded survey control is available for this station.
 DE6945
 DE6945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5983402321(NAD 83)
 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 = OCTOBER  6, 2006
 DE6946 ***********************************************************************
 DE6946  DESIGNATION -  2902 J
 DE6946  PID         -  DE6946
 DE6946  STATE/COUNTY-  MN/HUBBARD
 DE6946  USGS QUAD   -  NEVIS (1980)
 DE6946
 DE6946                         *CURRENT SURVEY CONTROL
 DE6946  ___________________________________________________________________
 DE6946* NAD 83(1996)-  46 56 26.48183(N)    094 51 44.67764(W)     ADJUSTED  
 DE6946* NAVD 88     -       442.78   (meters)    1452.7    (feet)  LEVELING  
 DE6946  ___________________________________________________________________
 DE6946  X           -    -369,804.319 (meters)                     COMP
 DE6946  Y           -  -4,347,089.998 (meters)                     COMP
 DE6946  Z           -   4,637,568.917 (meters)                     COMP
 DE6946  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 DE6946  ELLIP HEIGHT-         415.29  (meters)          (08/23/02) GPS OBS
 DE6946  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DE6946
 DE6946  HORZ ORDER  -  FIRST
 DE6946  VERT ORDER  -  THIRD ?
 DE6946  ELLP ORDER  -  FOURTH    CLASS I
 DE6946
 DE6946.The horizontal coordinates were established by GPS observations
 DE6946.and adjusted by the MN DEPT OF TRANSP in August 2002..
 DE6946
 DE6946.The orthometric height was determined by differential leveling.
 DE6946.The vertical network tie was performed by a horz. field party for horz.
 DE6946.obs reductions. Reset procedures were used to establish the elevation.
 DE6946
 DE6946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6946
 DE6946.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6946
 DE6946.The ellipsoidal height was determined by GPS observations
 DE6946.and is referenced to NAD 83.
 DE6946
 DE6946.The geoid height was determined by GEOID03.
 DE6946
 DE6946;                    North         East     Units Scale Factor Converg.
 DE6946;SPC MN C     -   315,887.051   753,372.487   MT  0.99997794   -0 26 34.8
 DE6946;UTM  15      - 5,200,256.679   358,254.220   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.No superseded survey control is available for this station.
 DE6946
 DE6946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5825400257(NAD 83)
 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 = OCTOBER  6, 2006
 DE6947 ***********************************************************************
 DE6947  DESIGNATION -  2902 K
 DE6947  PID         -  DE6947
 DE6947  STATE/COUNTY-  MN/HUBBARD
 DE6947  USGS QUAD   -  DORSET (1980)
 DE6947
 DE6947                         *CURRENT SURVEY CONTROL
 DE6947  ___________________________________________________________________
 DE6947* NAD 83(1996)-  46 55 47.44443(N)    094 53 54.78450(W)     ADJUSTED  
 DE6947* NAVD 88     -       438.16   (meters)    1437.5    (feet)  LEVELING  
 DE6947  ___________________________________________________________________
 DE6947  X           -    -372,621.229 (meters)                     COMP
 DE6947  Y           -  -4,347,730.313 (meters)                     COMP
 DE6947  Z           -   4,636,742.385 (meters)                     COMP
 DE6947  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 DE6947  ELLIP HEIGHT-         410.72  (meters)          (08/23/02) GPS OBS
 DE6947  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DE6947
 DE6947  HORZ ORDER  -  FIRST
 DE6947  VERT ORDER  -  THIRD ?
 DE6947  ELLP ORDER  -  FOURTH    CLASS I
 DE6947
 DE6947.The horizontal coordinates were established by GPS observations
 DE6947.and adjusted by the MN DEPT OF TRANSP in August 2002..
 DE6947
 DE6947.The orthometric height was determined by differential leveling.
 DE6947.The vertical network tie was performed by a horz. field party for horz.
 DE6947.obs reductions. Reset procedures were used to establish the elevation.
 DE6947
 DE6947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6947
 DE6947.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6947
 DE6947.The ellipsoidal height was determined by GPS observations
 DE6947.and is referenced to NAD 83.
 DE6947
 DE6947.The geoid height was determined by GEOID03.
 DE6947
 DE6947;                    North         East     Units Scale Factor Converg.
 DE6947;SPC MN C     -   314,703.531   750,610.999   MT  0.99997596   -0 28 09.0
 DE6947;UTM  15      - 5,199,117.697   355,474.474   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  =   0.99991158
 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 35.5
 DE6947:UTM  15      -  2902 L                                   273 30 40.3
 DE6947
 DE6947|---------------------------------------------------------------------|
 DE6947| PID    Reference Object                     Distance      Geod. Az  |
 DE6947|                                                           dddmmss.s |
 DE6947| DE6948 2902 L                              APPROX. 1.1 KM 2720726.5 |
 DE6947|---------------------------------------------------------------------|
 DE6947
 DE6947                          SUPERSEDED SURVEY CONTROL
 DE6947
 DE6947.No superseded survey control is available for this station.
 DE6947
 DE6947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5547499118(NAD 83)
 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 = OCTOBER  6, 2006
 DE6948 ***********************************************************************
 DE6948  DESIGNATION -  2902 L
 DE6948  PID         -  DE6948
 DE6948  STATE/COUNTY-  MN/HUBBARD
 DE6948  USGS QUAD   -  DORSET (1980)
 DE6948
 DE6948                         *CURRENT SURVEY CONTROL
 DE6948  ___________________________________________________________________
 DE6948* NAD 83(1996)-  46 55 48.81733(N)    094 54 48.96166(W)     ADJUSTED  
 DE6948* NAVD 88     -       440.95   (meters)    1446.7    (feet)  LEVELING  
 DE6948  ___________________________________________________________________
 DE6948  X           -    -373,760.695 (meters)                     COMP
 DE6948  Y           -  -4,347,603.350 (meters)                     COMP
 DE6948  Z           -   4,636,773.399 (meters)                     COMP
 DE6948  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 DE6948  ELLIP HEIGHT-         413.54  (meters)          (08/23/02) GPS OBS
 DE6948  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DE6948
 DE6948  HORZ ORDER  -  FIRST
 DE6948  VERT ORDER  -  THIRD ?
 DE6948  ELLP ORDER  -  FOURTH    CLASS I
 DE6948
 DE6948.The horizontal coordinates were established by GPS observations
 DE6948.and adjusted by the MN DEPT OF TRANSP in August 2002..
 DE6948
 DE6948.The orthometric height was determined by differential leveling.
 DE6948.The vertical network tie was performed by a horz. field party for horz.
 DE6948.obs reductions. Reset procedures were used to establish the elevation.
 DE6948
 DE6948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6948
 DE6948.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6948
 DE6948.The ellipsoidal height was determined by GPS observations
 DE6948.and is referenced to NAD 83.
 DE6948
 DE6948.The geoid height was determined by GEOID03.
 DE6948
 DE6948;                    North         East     Units Scale Factor Converg.
 DE6948;SPC MN C     -   314,755.417   749,465.341   MT  0.99997602   -0 28 48.1
 DE6948;UTM  15      - 5,199,187.924   354,329.929   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  =   0.99991120
 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 35.0
 DE6948:UTM  15      -  2902 K                                   093 30 40.3
 DE6948
 DE6948|---------------------------------------------------------------------|
 DE6948| PID    Reference Object                     Distance      Geod. Az  |
 DE6948|                                                           dddmmss.s |
 DE6948| DE6947 2902 K                              APPROX. 1.1 KM 0920646.9 |
 DE6948|---------------------------------------------------------------------|
 DE6948
 DE6948                          SUPERSEDED SURVEY CONTROL
 DE6948
 DE6948.No superseded survey control is available for this station.
 DE6948
 DE6948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5433099188(NAD 83)
 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 = OCTOBER  6, 2006
 DE6949 ***********************************************************************
 DE6949  DESIGNATION -  2902 M
 DE6949  PID         -  DE6949
 DE6949  STATE/COUNTY-  MN/HUBBARD
 DE6949  USGS QUAD   -  DORSET (1980)
 DE6949
 DE6949                         *CURRENT SURVEY CONTROL
 DE6949  ___________________________________________________________________
 DE6949* NAD 83(1996)-  46 56 11.32903(N)    094 56 41.24295(W)     ADJUSTED  
 DE6949* NAVD 88     -       447.92   (meters)    1469.6    (feet)  LEVELING  
 DE6949  ___________________________________________________________________
 DE6949  X           -    -376,083.914 (meters)                     COMP
 DE6949  Y           -  -4,346,898.009 (meters)                     COMP
 DE6949  Z           -   4,637,253.248 (meters)                     COMP
 DE6949  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 DE6949  ELLIP HEIGHT-         420.55  (meters)          (08/23/02) GPS OBS
 DE6949  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DE6949
 DE6949  HORZ ORDER  -  FIRST
 DE6949  VERT ORDER  -  THIRD ?
 DE6949  ELLP ORDER  -  FOURTH    CLASS I
 DE6949
 DE6949.The horizontal coordinates were established by GPS observations
 DE6949.and adjusted by the MN DEPT OF TRANSP in August 2002..
 DE6949
 DE6949.The orthometric height was determined by differential leveling.
 DE6949.The vertical network tie was performed by a horz. field party for horz.
 DE6949.obs reductions. Reset procedures were used to establish the elevation.
 DE6949
 DE6949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6949
 DE6949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6949
 DE6949.The ellipsoidal height was determined by GPS observations
 DE6949.and is referenced to NAD 83.
 DE6949
 DE6949.The geoid height was determined by GEOID03.
 DE6949
 DE6949;                    North         East     Units Scale Factor Converg.
 DE6949;SPC MN C     -   315,470.912   747,096.368   MT  0.99997717   -0 30 09.4
 DE6949;UTM  15      - 5,199,941.211   351,972.990   MT  0.99986932   -1 25 16.0
 DE6949
 DE6949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6949!SPC MN C     -   0.99993408  x   0.99997717  =   0.99991125
 DE6949!UTM  15      -   0.99993408  x   0.99986932  =   0.99980341
 DE6949
 DE6949                          SUPERSEDED SURVEY CONTROL
 DE6949
 DE6949.No superseded survey control is available for this station.
 DE6949
 DE6949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5197399941(NAD 83)
 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 - 1999
 DE6949_ROD/PIPE-DEPTH: 30.4 meters
 DE6949
 DE6949  HISTORY     - Date     Condition        Report By
 DE6949  HISTORY     - 1999     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6950 ***********************************************************************
 DE6950  DESIGNATION -  2902 N
 DE6950  PID         -  DE6950
 DE6950  STATE/COUNTY-  MN/HUBBARD
 DE6950  USGS QUAD   -  DORSET (1980)
 DE6950
 DE6950                         *CURRENT SURVEY CONTROL
 DE6950  ___________________________________________________________________
 DE6950* NAD 83(1996)-  46 55 54.96366(N)    094 59 17.80962(W)     ADJUSTED  
 DE6950* NAVD 88     -       428.12   (meters)    1404.6    (feet)  LEVELING  
 DE6950  ___________________________________________________________________
 DE6950  X           -    -379,414.278 (meters)                     COMP
 DE6950  Y           -  -4,346,965.673 (meters)                     COMP
 DE6950  Z           -   4,636,893.697 (meters)                     COMP
 DE6950  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 DE6950  ELLIP HEIGHT-         400.78  (meters)          (08/23/02) GPS OBS
 DE6950  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DE6950
 DE6950  HORZ ORDER  -  FIRST
 DE6950  VERT ORDER  -  THIRD ?
 DE6950  ELLP ORDER  -  FOURTH    CLASS I
 DE6950
 DE6950.The horizontal coordinates were established by GPS observations
 DE6950.and adjusted by the MN DEPT OF TRANSP in August 2002..
 DE6950
 DE6950.The orthometric height was determined by differential leveling.
 DE6950.The vertical network tie was performed by a horz. field party for horz.
 DE6950.obs reductions. Reset procedures were used to establish the elevation.
 DE6950
 DE6950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6950
 DE6950.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6950
 DE6950.The ellipsoidal height was determined by GPS observations
 DE6950.and is referenced to NAD 83.
 DE6950
 DE6950.The geoid height was determined by GEOID03.
 DE6950
 DE6950;                    North         East     Units Scale Factor Converg.
 DE6950;SPC MN C     -   314,995.534   743,780.219   MT  0.99997634   -0 32 02.6
 DE6950;UTM  15      - 5,199,519.103   348,649.982   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  =   0.99991352
 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.No superseded survey control is available for this station.
 DE6950
 DE6950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4865099519(NAD 83)
 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 = OCTOBER  6, 2006
 DE6951 ***********************************************************************
 DE6951  DESIGNATION -  2902 P
 DE6951  PID         -  DE6951
 DE6951  STATE/COUNTY-  MN/HUBBARD
 DE6951  USGS QUAD   -  PARK RAPIDS (1980)
 DE6951
 DE6951                         *CURRENT SURVEY CONTROL
 DE6951  ___________________________________________________________________
 DE6951* NAD 83(1996)-  46 55 42.88433(N)    095 00 16.38268(W)     ADJUSTED  
 DE6951* NAVD 88     -       439.75   (meters)    1442.7    (feet)  LEVELING  
 DE6951  ___________________________________________________________________
 DE6951  X           -    -380,673.139 (meters)                     COMP
 DE6951  Y           -  -4,347,137.155 (meters)                     COMP
 DE6951  Z           -   4,636,647.464 (meters)                     COMP
 DE6951  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 DE6951  ELLIP HEIGHT-         412.43  (meters)          (08/23/02) GPS OBS
 DE6951  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DE6951
 DE6951  HORZ ORDER  -  FIRST
 DE6951  VERT ORDER  -  THIRD ?
 DE6951  ELLP ORDER  -  FOURTH    CLASS I
 DE6951
 DE6951.The horizontal coordinates were established by GPS observations
 DE6951.and adjusted by the MN DEPT OF TRANSP in August 2002..
 DE6951
 DE6951.The orthometric height was determined by differential leveling.
 DE6951.The vertical network tie was performed by a horz. field party for horz.
 DE6951.obs reductions. Reset procedures were used to establish the elevation.
 DE6951
 DE6951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6951
 DE6951.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6951
 DE6951.The ellipsoidal height was determined by GPS observations
 DE6951.and is referenced to NAD 83.
 DE6951
 DE6951.The geoid height was determined by GEOID03.
 DE6951
 DE6951;                    North         East     Units Scale Factor Converg.
 DE6951;SPC MN C     -   314,634.221   742,537.726   MT  0.99997573   -0 32 45.0
 DE6951;UTM  15      - 5,199,177.791   347,401.970   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  =   0.99982157
 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.No superseded survey control is available for this station.
 DE6951
 DE6951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4740299178(NAD 83)
 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 = OCTOBER  6, 2006
 DE6952 ***********************************************************************
 DE6952  DESIGNATION -  2902 R
 DE6952  PID         -  DE6952
 DE6952  STATE/COUNTY-  MN/HUBBARD
 DE6952  USGS QUAD   -  PARK RAPIDS (1980)
 DE6952
 DE6952                         *CURRENT SURVEY CONTROL
 DE6952  ___________________________________________________________________
 DE6952* NAD 83(1996)-  46 55 19.42796(N)    095 03 09.57645(W)     ADJUSTED  
 DE6952* NAVD 88     -       436.74   (meters)    1432.9    (feet)  LEVELING  
 DE6952  ___________________________________________________________________
 DE6952  X           -    -384,369.575 (meters)                     COMP
 DE6952  Y           -  -4,347,341.047 (meters)                     COMP
 DE6952  Z           -   4,636,150.572 (meters)                     COMP
 DE6952  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 DE6952  ELLIP HEIGHT-         409.46  (meters)          (08/23/02) GPS OBS
 DE6952  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DE6952
 DE6952  HORZ ORDER  -  FIRST
 DE6952  VERT ORDER  -  THIRD ?
 DE6952  ELLP ORDER  -  FOURTH    CLASS I
 DE6952
 DE6952.The horizontal coordinates were established by GPS observations
 DE6952.and adjusted by the MN DEPT OF TRANSP in August 2002..
 DE6952
 DE6952.The orthometric height was determined by differential leveling.
 DE6952.The vertical network tie was performed by a horz. field party for horz.
 DE6952.obs reductions. Reset procedures were used to establish the elevation.
 DE6952
 DE6952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6952
 DE6952.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6952
 DE6952.The ellipsoidal height was determined by GPS observations
 DE6952.and is referenced to NAD 83.
 DE6952
 DE6952.The geoid height was determined by GEOID03.
 DE6952
 DE6952;                    North         East     Units Scale Factor Converg.
 DE6952;SPC MN C     -   313,945.950   738,866.771   MT  0.99997455   -0 34 50.3
 DE6952;UTM  15      - 5,198,548.530   343,720.752   MT  0.99990018   -1 29 58.6
 DE6952
 DE6952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6952!SPC MN C     -   0.99993582  x   0.99997455  =   0.99991037
 DE6952!UTM  15      -   0.99993582  x   0.99990018  =   0.99983601
 DE6952
 DE6952                          SUPERSEDED SURVEY CONTROL
 DE6952
 DE6952.No superseded survey control is available for this station.
 DE6952
 DE6952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4372198549(NAD 83)
 DE6952_MARKER: DD = SURVEY DISK
 DE6952_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE6952_SP_SET: BOX CULVERT
 DE6952_STAMPING: 2902 R 1999
 DE6952_MARK LOGO: MNDT  
 DE6952_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6952+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6952
 DE6952  HISTORY     - Date     Condition        Report By
 DE6952  HISTORY     - 1999     MONUMENTED       MNDT
 DE6952
 DE6952                          STATION DESCRIPTION
 DE6952
 DE6952'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE6952'IN PARK RAPIDS, SE COR BOX CULVERT TH 34 OVER MUD LAKE, 0.3 MI (0.5
 DE6952'KM) EAST ALONG TH 34 FROM JCT OF TH 71, 46 FT (14.0 M) SOUTH OF TH 34.
 DE6952'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6210 ***********************************************************************
 DE6210  DESIGNATION -  2903 B
 DE6210  PID         -  DE6210
 DE6210  STATE/COUNTY-  MN/CASS
 DE6210  USGS QUAD   -  OSHAWA (1980)
 DE6210
 DE6210                         *CURRENT SURVEY CONTROL
 DE6210  ___________________________________________________________________
 DE6210* NAD 83(1996)-  46 48 14.53987(N)    094 43 24.61289(W)     ADJUSTED  
 DE6210* NAVD 88     -       427.233  (meters)    1401.68   (feet)  ADJUSTED  
 DE6210  ___________________________________________________________________
 DE6210  X           -    -360,176.401 (meters)                     COMP
 DE6210  Y           -  -4,359,013.208 (meters)                     COMP
 DE6210  Z           -   4,627,171.732 (meters)                     COMP
 DE6210  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 DE6210  ELLIP HEIGHT-         399.65  (meters)          (09/24/02) GPS OBS
 DE6210  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DE6210  DYNAMIC HT  -         427.253 (meters)    1401.75  (feet)  COMP
 DE6210  MODELED GRAV-     980,647.7   (mgal)                       NAVD 88
 DE6210
 DE6210  HORZ ORDER  -  FIRST
 DE6210  VERT ORDER  -  SECOND    CLASS I
 DE6210  ELLP ORDER  -  FOURTH    CLASS I
 DE6210
 DE6210.The horizontal coordinates were established by GPS observations
 DE6210.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6210
 DE6210.The orthometric height was determined by differential leveling
 DE6210.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6210
 DE6210.The ellipsoidal height was determined by GPS observations
 DE6210.and is referenced to NAD 83.
 DE6210
 DE6210.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6210;SPC MN C     -   300,624.119   763,857.577   MT  0.99995553   -0 20 33.1
 DE6210;UTM  15      - 5,184,830.186   368,492.567   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  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: 15TUM6849384830(NAD 83)
 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 - August 25, 1998
 DE6210_ROD/PIPE-DEPTH:  5.2 meters
 DE6210
 DE6210  HISTORY     - Date     Condition        Report By
 DE6210  HISTORY     - 1993     MONUMENTED       MNDT
 DE6210  HISTORY     - 1998     GOOD             MNDT
 DE6210  HISTORY     - 19980825 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6212 ***********************************************************************
 DE6212  DESIGNATION -  2903 C
 DE6212  PID         -  DE6212
 DE6212  STATE/COUNTY-  MN/HUBBARD
 DE6212  USGS QUAD   -  OSHAWA (1980)
 DE6212
 DE6212                         *CURRENT SURVEY CONTROL
 DE6212  ___________________________________________________________________
 DE6212* NAD 83(1996)-  46 49 07.77259(N)    094 43 22.40564(W)     ADJUSTED  
 DE6212* NAVD 88     -       427.155  (meters)    1401.42   (feet)  ADJUSTED  
 DE6212  ___________________________________________________________________
 DE6212  X           -    -360,031.062 (meters)                     COMP
 DE6212  Y           -  -4,357,822.482 (meters)                     COMP
 DE6212  Z           -   4,628,296.766 (meters)                     COMP
 DE6212  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 DE6212  ELLIP HEIGHT-         399.56  (meters)          (09/24/02) GPS OBS
 DE6212  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DE6212  DYNAMIC HT  -         427.175 (meters)    1401.49  (feet)  COMP
 DE6212  MODELED GRAV-     980,648.4   (mgal)                       NAVD 88
 DE6212
 DE6212  HORZ ORDER  -  FIRST
 DE6212  VERT ORDER  -  SECOND    CLASS I
 DE6212  ELLP ORDER  -  FOURTH    CLASS I
 DE6212
 DE6212.The horizontal coordinates were established by GPS observations
 DE6212.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6212
 DE6212.The orthometric height was determined by differential leveling
 DE6212.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6212
 DE6212.The ellipsoidal height was determined by GPS observations
 DE6212.and is referenced to NAD 83.
 DE6212
 DE6212.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6212;SPC MN C     -   302,267.553   763,914.190   MT  0.99995768   -0 20 31.5
 DE6212;UTM  15      - 5,186,472.270   368,575.384   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  =   0.99989505
 DE6212!UTM  15      -   0.99993737  x   0.99981230  =   0.99974968
 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  NAVD 88 (09/24/02)  427.15   (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_MARKER: DD = SURVEY 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 - September 01, 1998
 DE6212_ROD/PIPE-DEPTH:  7.3 meters
 DE6212
 DE6212  HISTORY     - Date     Condition        Report By
 DE6212  HISTORY     - 1993     MONUMENTED       MNDT
 DE6212  HISTORY     - 19980825 GOOD             MNDT
 DE6212  HISTORY     - 19980901 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0206 ***********************************************************************
 QP0206  DESIGNATION -  290/3 CAP
 QP0206  PID         -  QP0206
 QP0206  STATE/COUNTY-  MN/STEARNS
 QP0206  USGS QUAD   -  ST CLOUD (1993)
 QP0206
 QP0206                         *CURRENT SURVEY CONTROL
 QP0206  ___________________________________________________________________
 QP0206* NAD 83(1986)-  45 35 42.     (N)    094 11 01.     (W)     SCALED    
 QP0206* NAVD 88     -       308.446  (meters)    1011.96   (feet)  ADJUSTED  
 QP0206  ___________________________________________________________________
 QP0206  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 QP0206  DYNAMIC HT  -         308.441 (meters)    1011.94  (feet)  COMP
 QP0206  MODELED GRAV-     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
 QP0206.and adjusted by the National Geodetic Survey in June 1991..
 QP0206
 QP0206.The geoid height was determined by GEOID03.
 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     -   166,140.      805,180.      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: 15TVL076497(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6213 ***********************************************************************
 DE6213  DESIGNATION -  2903 D
 DE6213  PID         -  DE6213
 DE6213  STATE/COUNTY-  MN/HUBBARD
 DE6213  USGS QUAD   -  OSHAWA (1980)
 DE6213
 DE6213                         *CURRENT SURVEY CONTROL
 DE6213  ___________________________________________________________________
 DE6213* NAD 83(1996)-  46 49 59.60132(N)    094 43 27.89657(W)     ADJUSTED  
 DE6213* NAVD 88     -       428.067  (meters)    1404.42   (feet)  ADJUSTED  
 DE6213  ___________________________________________________________________
 DE6213  X           -    -360,050.983 (meters)                     COMP
 DE6213  Y           -  -4,356,650.231 (meters)                     COMP
 DE6213  Z           -   4,629,392.568 (meters)                     COMP
 DE6213  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DE6213  ELLIP HEIGHT-         400.48  (meters)          (09/24/02) GPS OBS
 DE6213  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DE6213  DYNAMIC HT  -         428.088 (meters)    1404.49  (feet)  COMP
 DE6213  MODELED GRAV-     980,648.8   (mgal)                       NAVD 88
 DE6213
 DE6213  HORZ ORDER  -  FIRST
 DE6213  VERT ORDER  -  SECOND    CLASS I
 DE6213  ELLP ORDER  -  FOURTH    CLASS I
 DE6213
 DE6213.The horizontal coordinates were established by GPS observations
 DE6213.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6213
 DE6213.The orthometric height was determined by differential leveling
 DE6213.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6213
 DE6213.The ellipsoidal height was determined by GPS observations
 DE6213.and is referenced to NAD 83.
 DE6213
 DE6213.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6213;SPC MN C     -   303,868.617   763,807.386   MT  0.99995984   -0 20 35.5
 DE6213;UTM  15      - 5,188,074.601   368,494.161   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  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: 15TUM6849488075(NAD 83)
 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 - September 01, 1998
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6216 ***********************************************************************
 DE6216  DESIGNATION -  2903 E
 DE6216  PID         -  DE6216
 DE6216  STATE/COUNTY-  MN/HUBBARD
 DE6216  USGS QUAD   -  OSHAWA (1980)
 DE6216
 DE6216                         *CURRENT SURVEY CONTROL
 DE6216  ___________________________________________________________________
 DE6216* NAD 83(1986)-  46 50 52.     (N)    094 43 25.     (W)     SCALED    
 DE6216* NAVD 88     -       429.184  (meters)    1408.08   (feet)  ADJUSTED  
 DE6216  ___________________________________________________________________
 DE6216  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DE6216  DYNAMIC HT  -         429.204 (meters)    1408.15  (feet)  COMP
 DE6216  MODELED GRAV-     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
 DE6216.and adjusted by the National Geodetic Survey in August 2002..
 DE6216
 DE6216.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE6191 ***********************************************************************
 DE6191  DESIGNATION -  2903 F
 DE6191  PID         -  DE6191
 DE6191  STATE/COUNTY-  MN/HUBBARD
 DE6191  USGS QUAD   -  CRYSTAL LAKE (1996)
 DE6191
 DE6191                         *CURRENT SURVEY CONTROL
 DE6191  ___________________________________________________________________
 DE6191* NAD 83(1996)-  46 59 30.98719(N)    094 43 38.54914(W)     ADJUSTED  
 DE6191* NAVD 88     -       431.422  (meters)    1415.42   (feet)  ADJUSTED  
 DE6191  ___________________________________________________________________
 DE6191  X           -    -359,214.106 (meters)                     COMP
 DE6191  Y           -  -4,343,790.903 (meters)                     COMP
 DE6191  Z           -   4,641,449.033 (meters)                     COMP
 DE6191  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 DE6191  ELLIP HEIGHT-         403.85  (meters)          (08/23/02) GPS OBS
 DE6191  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DE6191  DYNAMIC HT  -         431.453 (meters)    1415.53  (feet)  COMP
 DE6191  MODELED GRAV-     980,672.3   (mgal)                       NAVD 88
 DE6191
 DE6191  HORZ ORDER  -  FIRST
 DE6191  VERT ORDER  -  SECOND    CLASS I
 DE6191  ELLP ORDER  -  FOURTH    CLASS I
 DE6191
 DE6191.The horizontal coordinates were established by GPS observations
 DE6191.and adjusted by the MN DEPT OF TRANSP in August 2002..
 DE6191
 DE6191.The orthometric height was determined by differential leveling
 DE6191.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6191
 DE6191.The ellipsoidal height was determined by GPS observations
 DE6191.and is referenced to NAD 83.
 DE6191
 DE6191.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6191;SPC MN C     -   321,513.756   763,687.989   MT  0.99998783   -0 20 43.2
 DE6191;UTM  15      - 5,205,716.553   368,656.950   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 53.5
 DE6191:UTM  15      -  2903 G                                   185 11 58.3
 DE6191
 DE6191|---------------------------------------------------------------------|
 DE6191| PID    Reference Object                     Distance      Geod. Az  |
 DE6191|                                                           dddmmss.s |
 DE6191| DE6192 2903 G                              APPROX. 1.6 KM 1835610.3 |
 DE6191|---------------------------------------------------------------------|
 DE6191
 DE6191                          SUPERSEDED SURVEY CONTROL
 DE6191
 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: 15TUN6865705717(NAD 83)
 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 = OCTOBER  6, 2006
 DE6192 ***********************************************************************
 DE6192  DESIGNATION -  2903 G
 DE6192  PID         -  DE6192
 DE6192  STATE/COUNTY-  MN/HUBBARD
 DE6192  USGS QUAD   -  CRYSTAL LAKE (1996)
 DE6192
 DE6192                         *CURRENT SURVEY CONTROL
 DE6192  ___________________________________________________________________
 DE6192* NAD 83(1996)-  46 58 38.57257(N)    094 43 43.81858(W)     ADJUSTED  
 DE6192* NAVD 88     -       427.539  (meters)    1402.68   (feet)  ADJUSTED  
 DE6192  ___________________________________________________________________
 DE6192  X           -    -359,422.430 (meters)                     COMP
 DE6192  Y           -  -4,344,958.600 (meters)                     COMP
 DE6192  Z           -   4,640,341.919 (meters)                     COMP
 DE6192  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 DE6192  ELLIP HEIGHT-         399.96  (meters)          (09/24/02) GPS OBS
 DE6192  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DE6192  DYNAMIC HT  -         427.568 (meters)    1402.78  (feet)  COMP
 DE6192  MODELED GRAV-     980,668.6   (mgal)                       NAVD 88
 DE6192
 DE6192  HORZ ORDER  -  FIRST
 DE6192  VERT ORDER  -  SECOND    CLASS I
 DE6192  ELLP ORDER  -  FOURTH    CLASS I
 DE6192
 DE6192.The horizontal coordinates were established by GPS observations
 DE6192.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6192
 DE6192.The orthometric height was determined by differential leveling
 DE6192.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6192
 DE6192.The ellipsoidal height was determined by GPS observations
 DE6192.and is referenced to NAD 83.
 DE6192
 DE6192.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6192;SPC MN C     -   319,895.879   763,566.865   MT  0.99998494   -0 20 47.0
 DE6192;UTM  15      - 5,204,101.106   368,509.950   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  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: 15TUN6851004101(NAD 83)
 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 = OCTOBER  6, 2006
 DE6193 ***********************************************************************
 DE6193  DESIGNATION -  2903 H
 DE6193  PID         -  DE6193
 DE6193  STATE/COUNTY-  MN/HUBBARD
 DE6193  USGS QUAD   -  CRYSTAL LAKE (1996)
 DE6193
 DE6193                         *CURRENT SURVEY CONTROL
 DE6193  ___________________________________________________________________
 DE6193* NAD 83(1996)-  46 57 49.96101(N)    094 43 16.84352(W)     ADJUSTED  
 DE6193* NAVD 88     -       429.053  (meters)    1407.65   (feet)  ADJUSTED  
 DE6193  ___________________________________________________________________
 DE6193  X           -    -358,944.610 (meters)                     COMP
 DE6193  Y           -  -4,346,100.277 (meters)                     COMP
 DE6193  Z           -   4,639,318.596 (meters)                     COMP
 DE6193  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 DE6193  ELLIP HEIGHT-         401.45  (meters)          (09/24/02) GPS OBS
 DE6193  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DE6193  DYNAMIC HT  -         429.081 (meters)    1407.74  (feet)  COMP
 DE6193  MODELED GRAV-     980,664.4   (mgal)                       NAVD 88
 DE6193
 DE6193  HORZ ORDER  -  FIRST
 DE6193  VERT ORDER  -  SECOND    CLASS I
 DE6193  ELLP ORDER  -  FOURTH    CLASS I
 DE6193
 DE6193.The horizontal coordinates were established by GPS observations
 DE6193.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6193
 DE6193.The orthometric height was determined by differential leveling
 DE6193.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6193
 DE6193.The ellipsoidal height was determined by GPS observations
 DE6193.and is referenced to NAD 83.
 DE6193
 DE6193.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6193;SPC MN C     -   318,391.355   764,128.046   MT  0.99998231   -0 20 27.5
 DE6193;UTM  15      - 5,202,588.048   369,046.874   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  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: 15TUN6904702588(NAD 83)
 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 = OCTOBER  6, 2006
 DE6194 ***********************************************************************
 DE6194  DESIGNATION -  2903 J
 DE6194  PID         -  DE6194
 DE6194  STATE/COUNTY-  MN/HUBBARD
 DE6194  USGS QUAD   -  CRYSTAL LAKE (1996)
 DE6194
 DE6194                         *CURRENT SURVEY CONTROL
 DE6194  ___________________________________________________________________
 DE6194* NAD 83(1996)-  46 56 03.80368(N)    094 43 24.66069(W)     ADJUSTED  
 DE6194* NAVD 88     -       443.448  (meters)    1454.88   (feet)  ADJUSTED  
 DE6194  ___________________________________________________________________
 DE6194  X           -    -359,307.409 (meters)                     COMP
 DE6194  Y           -  -4,348,484.010 (meters)                     COMP
 DE6194  Z           -   4,637,091.118 (meters)                     COMP
 DE6194  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 DE6194  ELLIP HEIGHT-         415.84  (meters)          (09/24/02) GPS OBS
 DE6194  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DE6194  DYNAMIC HT  -         443.473 (meters)    1454.96  (feet)  COMP
 DE6194  MODELED GRAV-     980,656.4   (mgal)                       NAVD 88
 DE6194
 DE6194  HORZ ORDER  -  FIRST
 DE6194  VERT ORDER  -  SECOND    CLASS I
 DE6194  ELLP ORDER  -  FOURTH    CLASS I
 DE6194
 DE6194.The horizontal coordinates were established by GPS observations
 DE6194.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6194
 DE6194.The orthometric height was determined by differential leveling
 DE6194.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6194
 DE6194.The ellipsoidal height was determined by GPS observations
 DE6194.and is referenced to NAD 83.
 DE6194
 DE6194.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6194;SPC MN C     -   315,114.273   763,943.192   MT  0.99997678   -0 20 33.1
 DE6194;UTM  15      - 5,199,314.896   368,809.632   MT  0.99981153   -1 15 33.6
 DE6194
 DE6194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6194!SPC MN C     -   0.99993482  x   0.99997678  =   0.99991160
 DE6194!UTM  15      -   0.99993482  x   0.99981153  =   0.99974636
 DE6194
 DE6194:                Primary Azimuth Mark                     Grid Az
 DE6194:SPC MN C     -  2903 K                                   178 55 58.6
 DE6194:UTM  15      -  2903 K                                   179 50 59.1
 DE6194
 DE6194|---------------------------------------------------------------------|
 DE6194| PID    Reference Object                     Distance      Geod. Az  |
 DE6194|                                                           dddmmss.s |
 DE6194| DE6195 2903 K                              APPROX. 1.6 KM 1783525.5 |
 DE6194|---------------------------------------------------------------------|
 DE6194
 DE6194                          SUPERSEDED SURVEY CONTROL
 DE6194
 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: 15TUM6881099315(NAD 83)
 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 = OCTOBER  6, 2006
 DE6195 ***********************************************************************
 DE6195  DESIGNATION -  2903 K
 DE6195  PID         -  DE6195
 DE6195  STATE/COUNTY-  MN/HUBBARD
 DE6195  USGS QUAD   -  CRYSTAL LAKE (1996)
 DE6195
 DE6195                         *CURRENT SURVEY CONTROL
 DE6195  ___________________________________________________________________
 DE6195* NAD 83(1996)-  46 55 12.20430(N)    094 43 22.80758(W)     ADJUSTED  
 DE6195* NAVD 88     -       452.015  (meters)    1482.99   (feet)  ADJUSTED  
 DE6195  ___________________________________________________________________
 DE6195  X           -    -359,364.668 (meters)                     COMP
 DE6195  Y           -  -4,349,653.146 (meters)                     COMP
 DE6195  Z           -   4,636,009.110 (meters)                     COMP
 DE6195  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 DE6195  ELLIP HEIGHT-         424.39  (meters)          (09/24/02) GPS OBS
 DE6195  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DE6195  DYNAMIC HT  -         452.040 (meters)    1483.07  (feet)  COMP
 DE6195  MODELED GRAV-     980,653.2   (mgal)                       NAVD 88
 DE6195
 DE6195  HORZ ORDER  -  FIRST
 DE6195  VERT ORDER  -  SECOND    CLASS I
 DE6195  ELLP ORDER  -  FOURTH    CLASS I
 DE6195
 DE6195.The horizontal coordinates were established by GPS observations
 DE6195.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6195
 DE6195.The orthometric height was determined by differential leveling
 DE6195.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6195
 DE6195.The ellipsoidal height was determined by GPS observations
 DE6195.and is referenced to NAD 83.
 DE6195
 DE6195.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6195;SPC MN C     -   313,520.698   763,972.873   MT  0.99997419   -0 20 31.8
 DE6195;UTM  15      - 5,197,721.311   368,813.815   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  =   0.99974501
 DE6195
 DE6195:                Primary Azimuth Mark                     Grid Az
 DE6195:SPC MN C     -  2903 J                                   358 55 58.7
 DE6195:UTM  15      -  2903 J                                   359 50 58.1
 DE6195
 DE6195|---------------------------------------------------------------------|
 DE6195| PID    Reference Object                     Distance      Geod. Az  |
 DE6195|                                                           dddmmss.s |
 DE6195| DE6194 2903 J                              APPROX. 1.6 KM 3583526.9 |
 DE6195|---------------------------------------------------------------------|
 DE6195
 DE6195                          SUPERSEDED SURVEY CONTROL
 DE6195
 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: 15TUM6881497721(NAD 83)
 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 = OCTOBER  6, 2006
 DE6196 ***********************************************************************
 DE6196  DESIGNATION -  2903 L
 DE6196  PID         -  DE6196
 DE6196  STATE/COUNTY-  MN/HUBBARD
 DE6196  USGS QUAD   -  CRYSTAL LAKE (1996)
 DE6196
 DE6196                         *CURRENT SURVEY CONTROL
 DE6196  ___________________________________________________________________
 DE6196* NAD 83(1996)-  46 53 27.86986(N)    094 43 25.39203(W)     ADJUSTED  
 DE6196* NAVD 88     -       444.079  (meters)    1456.95   (feet)  ADJUSTED  
 DE6196  ___________________________________________________________________
 DE6196  X           -    -359,612.482 (meters)                     COMP
 DE6196  Y           -  -4,351,988.107 (meters)                     COMP
 DE6196  Z           -   4,633,801.972 (meters)                     COMP
 DE6196  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 DE6196  ELLIP HEIGHT-         416.45  (meters)          (09/24/02) GPS OBS
 DE6196  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DE6196  DYNAMIC HT  -         444.101 (meters)    1457.02  (feet)  COMP
 DE6196  MODELED GRAV-     980,649.7   (mgal)                       NAVD 88
 DE6196
 DE6196  HORZ ORDER  -  FIRST
 DE6196  VERT ORDER  -  SECOND    CLASS I
 DE6196  ELLP ORDER  -  FOURTH    CLASS I
 DE6196
 DE6196.The horizontal coordinates were established by GPS observations
 DE6196.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6196
 DE6196.The orthometric height was determined by differential leveling
 DE6196.and adjusted by the National Geodetic Survey in August 2002..
 DE6196
 DE6196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6196
 DE6196.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6196
 DE6196.The ellipsoidal height was determined by GPS observations
 DE6196.and is referenced to NAD 83.
 DE6196
 DE6196.The geoid height was determined by GEOID03.
 DE6196
 DE6196.The dynamic height is computed by dividing the NAVD 88
 DE6196.geopotential number by the normal gravity value computed on the
 DE6196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6196.degrees latitude (g = 980.6199 gals.).
 DE6196
 DE6196.The modeled gravity was interpolated from observed gravity values.
 DE6196
 DE6196;                    North         East     Units Scale Factor Converg.
 DE6196;SPC MN C     -   310,299.297   763,898.924   MT  0.99996914   -0 20 33.7
 DE6196;UTM  15      - 5,194,502.019   368,688.385   MT  0.99981193   -1 15 30.9
 DE6196
 DE6196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6196!SPC MN C     -   0.99993472  x   0.99996914  =   0.99990387
 DE6196!UTM  15      -   0.99993472  x   0.99981193  =   0.99974667
 DE6196
 DE6196:                Primary Azimuth Mark                     Grid Az
 DE6196:SPC MN C     -  2903 M                                   177 50 19.7
 DE6196:UTM  15      -  2903 M                                   178 45 16.9
 DE6196
 DE6196|---------------------------------------------------------------------|
 DE6196| PID    Reference Object                     Distance      Geod. Az  |
 DE6196|                                                           dddmmss.s |
 DE6196| DE6197 2903 M                              APPROX. 1.6 KM 1772946.0 |
 DE6196|---------------------------------------------------------------------|
 DE6196
 DE6196                          SUPERSEDED SURVEY CONTROL
 DE6196
 DE6196  NAVD 88 (09/24/02)  444.08   (m)         1457.0    (f) LEVELING    3  
 DE6196
 DE6196.Superseded values are not recommended for survey control.
 DE6196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6196.See file dsdata.txt to determine how the superseded data were derived.
 DE6196
 DE6196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6868894502(NAD 83)
 DE6196_MARKER: DD = SURVEY DISK
 DE6196_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6196_STAMPING: 2903 L 1998
 DE6196_MARK LOGO: MNDT  
 DE6196_PROJECTION: FLUSH
 DE6196_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6196+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6196_ROD/PIPE-DEPTH: 19.8 meters
 DE6196
 DE6196  HISTORY     - Date     Condition        Report By
 DE6196  HISTORY     - 1998     MONUMENTED       MNDT
 DE6196  HISTORY     - 1998     GOOD             MNDT
 DE6196
 DE6196                          STATION DESCRIPTION
 DE6196
 DE6196'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6196'2 MI (3.2 KM) NORTH OF BADOURA, 8 MI (12.9 KM) SOUTH OF AKELEY, 2.0 MI
 DE6196'(3.2 KM) NORTH ALONG TH 64 FROM JCT OF TH 64 AND TH 87 IN BADOURA, AT
 DE6196'TH 64 MP 40.70, 43 FT (13.1 M) WEST OF TH 64, 24 FT (7.3 M) NORTH OF
 DE6196'ENT, 19 FT (5.8 M) NW OF NORTH END OF 12 INCH METAL CULVERT, 2.6 FT
 DE6196'(0.8 M) WEST OF WIT POST.
 DE6196
 DE6196                          STATION RECOVERY (1998)
 DE6196
 DE6196'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6196'THE MARK IS LOCATED 2 MI (3.2 KM) NORTH OF BADOURA, 8 MI (12.9 KM)
 DE6196'SOUTH OF AKELEY, 2.0 MI (3.2 KM) NORTH ALONG TH 64 FROM JCT OF TH 87,
 DE6196'AT TH 64 MP 40.70, 43 FT (13.1 M) WEST OF TH 64, 24 FT (7.3 M) NORTH
 DE6196'OF ENTRANCE, 19 FT (5.8 M) NW OF NORTH END OF 12 INCH METAL CULVERT
 DE6196'AND 2.6 FT (0.8 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6197 ***********************************************************************
 DE6197  DESIGNATION -  2903 M
 DE6197  PID         -  DE6197
 DE6197  STATE/COUNTY-  MN/HUBBARD
 DE6197  USGS QUAD   -  CRYSTAL LAKE (1996)
 DE6197
 DE6197                         *CURRENT SURVEY CONTROL
 DE6197  ___________________________________________________________________
 DE6197* NAD 83(1996)-  46 52 37.41682(N)    094 43 22.17459(W)     ADJUSTED  
 DE6197* NAVD 88     -       439.357  (meters)    1441.46   (feet)  ADJUSTED  
 DE6197  ___________________________________________________________________
 DE6197  X           -    -359,637.978 (meters)                     COMP
 DE6197  Y           -  -4,353,124.008 (meters)                     COMP
 DE6197  Z           -   4,632,733.601 (meters)                     COMP
 DE6197  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 DE6197  ELLIP HEIGHT-         411.73  (meters)          (09/24/02) GPS OBS
 DE6197  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DE6197  DYNAMIC HT  -         439.379 (meters)    1441.53  (feet)  COMP
 DE6197  MODELED GRAV-     980,649.3   (mgal)                       NAVD 88
 DE6197
 DE6197  HORZ ORDER  -  FIRST
 DE6197  VERT ORDER  -  SECOND    CLASS I
 DE6197  ELLP ORDER  -  FOURTH    CLASS I
 DE6197
 DE6197.The horizontal coordinates were established by GPS observations
 DE6197.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE6197
 DE6197.The orthometric height was determined by differential leveling
 DE6197.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE6197
 DE6197.The ellipsoidal height was determined by GPS observations
 DE6197.and is referenced to NAD 83.
 DE6197
 DE6197.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6197;SPC MN C     -   308,740.970   763,957.732   MT  0.99996679   -0 20 31.3
 DE6197;UTM  15      - 5,192,943.195   368,722.275   MT  0.99981182   -1 15 27.5
 DE6197
 DE6197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6197!SPC MN C     -   0.99993546  x   0.99996679  =   0.99990226
 DE6197!UTM  15      -   0.99993546  x   0.99981182  =   0.99974730
 DE6197
 DE6197:                Primary Azimuth Mark                     Grid Az
 DE6197:SPC MN C     -  2903 L                                   357 50 19.7
 DE6197:UTM  15      -  2903 L                                   358 45 15.9
 DE6197
 DE6197|---------------------------------------------------------------------|
 DE6197| PID    Reference Object                     Distance      Geod. Az  |
 DE6197|                                                           dddmmss.s |
 DE6197| DE6196 2903 L                              APPROX. 1.6 KM 3572948.4 |
 DE6197|---------------------------------------------------------------------|
 DE6197
 DE6197                          SUPERSEDED SURVEY CONTROL
 DE6197
 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_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 - July 23, 2002
 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
 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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2411 ***********************************************************************
 AJ2411  DESIGNATION -  2904 A
 AJ2411  PID         -  AJ2411
 AJ2411  STATE/COUNTY-  MN/HUBBARD
 AJ2411  USGS QUAD   -  MENAHGA (1980)
 AJ2411
 AJ2411                         *CURRENT SURVEY CONTROL
 AJ2411  ___________________________________________________________________
 AJ2411* NAD 83(1986)-  46 48 27.     (N)    095 06 05.     (W)     SCALED    
 AJ2411* NAVD 88     -       425.724  (meters)    1396.73   (feet)  ADJUSTED  
 AJ2411  ___________________________________________________________________
 AJ2411  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AJ2411  DYNAMIC HT  -         425.743 (meters)    1396.79  (feet)  COMP
 AJ2411  MODELED GRAV-     980,644.1   (mgal)                       NAVD 88
 AJ2411
 AJ2411  VERT ORDER  -  SECOND    CLASS I
 AJ2411
 AJ2411.The horizontal coordinates were scaled from a topographic map and have
 AJ2411.an estimated accuracy of +/- 6 seconds.
 AJ2411
 AJ2411.The orthometric height was determined by differential leveling
 AJ2411.and adjusted by the National Geodetic Survey in August 2004..
 AJ2411
 AJ2411.The geoid height was determined by GEOID03.
 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     -   301,250.      735,020.      MT  (+/- 180 meters Scaled)
 AJ2411
 AJ2411                          SUPERSEDED SURVEY CONTROL
 AJ2411
 AJ2411.No superseded survey control is available for this station.
 AJ2411
 AJ2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM396859(NAD 83)
 AJ2411_MARKER: DV = VERTICAL CONTROL DISK
 AJ2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 AJ2386 ***********************************************************************
 AJ2386  DESIGNATION -  2904 B
 AJ2386  PID         -  AJ2386
 AJ2386  STATE/COUNTY-  MN/HUBBARD
 AJ2386  USGS QUAD   -  PARK RAPIDS (1980)
 AJ2386
 AJ2386                         *CURRENT SURVEY CONTROL
 AJ2386  ___________________________________________________________________
 AJ2386* NAD 83(1996)-  46 54 14.19954(N)    095 03 32.54598(W)     ADJUSTED  
 AJ2386* NAVD 88     -       438.296  (meters)    1437.98   (feet)  ADJUSTED  
 AJ2386  ___________________________________________________________________
 AJ2386  X           -    -384,983.515 (meters)                     COMP
 AJ2386  Y           -  -4,348,764.715 (meters)                     COMP
 AJ2386  Z           -   4,634,775.671 (meters)                     COMP
 AJ2386  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 AJ2386  ELLIP HEIGHT-         411.04  (meters)          (07/22/02) GPS OBS
 AJ2386  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AJ2386  DYNAMIC HT  -         438.319 (meters)    1438.05  (feet)  COMP
 AJ2386  MODELED GRAV-     980,651.6   (mgal)                       NAVD 88
 AJ2386
 AJ2386  HORZ ORDER  -  FIRST
 AJ2386  VERT ORDER  -  SECOND    CLASS I
 AJ2386  ELLP ORDER  -  FOURTH    CLASS I
 AJ2386
 AJ2386.The horizontal coordinates were established by GPS observations
 AJ2386.and adjusted by the MN DEPT OF TRANSP in July 2002..
 AJ2386
 AJ2386.The orthometric height was determined by differential leveling
 AJ2386.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ2386
 AJ2386.The ellipsoidal height was determined by GPS observations
 AJ2386.and is referenced to NAD 83.
 AJ2386
 AJ2386.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ2386;SPC MN C     -   311,936.780   738,360.260   MT  0.99997135   -0 35 06.9
 AJ2386;UTM  15      - 5,196,547.884   343,182.127   MT  0.99990226   -1 30 13.8
 AJ2386
 AJ2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2386!SPC MN C     -   0.99993557  x   0.99997135  =   0.99990692
 AJ2386!UTM  15      -   0.99993557  x   0.99990226  =   0.99983784
 AJ2386
 AJ2386:                Primary Azimuth Mark                     Grid Az
 AJ2386:SPC MN C     -  2904 E                                   188 35 09.4
 AJ2386:UTM  15      -  2904 E                                   189 30 16.3
 AJ2386
 AJ2386|---------------------------------------------------------------------|
 AJ2386| PID    Reference Object                     Distance      Geod. Az  |
 AJ2386|                                                           dddmmss.s |
 AJ2386| AJ2414 2904 E                              APPROX. 1.3 KM 1880002.5 |
 AJ2386|---------------------------------------------------------------------|
 AJ2386
 AJ2386                          SUPERSEDED SURVEY CONTROL
 AJ2386
 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: 15TUM4318296548(NAD 83)
 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 - July 13, 1998
 AJ2386
 AJ2386  HISTORY     - Date     Condition        Report By
 AJ2386  HISTORY     - 1967     MONUMENTED       MNDT
 AJ2386  HISTORY     - 19980713 GOOD             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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2412 ***********************************************************************
 AJ2412  DESIGNATION -  2904 C
 AJ2412  PID         -  AJ2412
 AJ2412  STATE/COUNTY-  MN/HUBBARD
 AJ2412  USGS QUAD   -  MENAHGA (1980)
 AJ2412
 AJ2412                         *CURRENT SURVEY CONTROL
 AJ2412  ___________________________________________________________________
 AJ2412* NAD 83(1996)-  46 49 32.70308(N)    095 05 24.23555(W)     ADJUSTED  
 AJ2412* NAVD 88     -       438.081  (meters)    1437.27   (feet)  ADJUSTED  
 AJ2412  ___________________________________________________________________
 AJ2412  X           -    -387,901.076 (meters)                     COMP
 AJ2412  Y           -  -4,354,874.266 (meters)                     COMP
 AJ2412  Z           -   4,628,831.819 (meters)                     COMP
 AJ2412  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 AJ2412  ELLIP HEIGHT-         410.86  (meters)          (07/22/02) GPS OBS
 AJ2412  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AJ2412  DYNAMIC HT  -         438.101 (meters)    1437.34  (feet)  COMP
 AJ2412  MODELED GRAV-     980,645.6   (mgal)                       NAVD 88
 AJ2412
 AJ2412  HORZ ORDER  -  FIRST
 AJ2412  VERT ORDER  -  SECOND    CLASS I
 AJ2412  ELLP ORDER  -  FOURTH    CLASS I
 AJ2412
 AJ2412.The horizontal coordinates were established by GPS observations
 AJ2412.and adjusted by the MN DEPT OF TRANSP in July 2002..
 AJ2412
 AJ2412.The orthometric height was determined by differential leveling
 AJ2412.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ2412
 AJ2412.The ellipsoidal height was determined by GPS observations
 AJ2412.and is referenced to NAD 83.
 AJ2412
 AJ2412.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ2412;SPC MN C     -   303,269.555   735,904.411   MT  0.99995871   -0 36 27.7
 AJ2412;UTM  15      - 5,187,921.602   340,587.922   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  =   0.99989431
 AJ2412!UTM  15      -   0.99993560  x   0.99991235  =   0.99984796
 AJ2412
 AJ2412                          SUPERSEDED SURVEY CONTROL
 AJ2412
 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: 15TUM4058887922(NAD 83)
 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 = OCTOBER  6, 2006
 AJ2413 ***********************************************************************
 AJ2413  DESIGNATION -  2904 D
 AJ2413  PID         -  AJ2413
 AJ2413  STATE/COUNTY-  MN/HUBBARD
 AJ2413  USGS QUAD   -  MENAHGA (1980)
 AJ2413
 AJ2413                         *CURRENT SURVEY CONTROL
 AJ2413  ___________________________________________________________________
 AJ2413* NAD 83(1996)-  46 51 48.90855(N)    095 04 11.66421(W)     ADJUSTED  
 AJ2413* NAVD 88     -       436.321  (meters)    1431.50   (feet)  ADJUSTED  
 AJ2413  ___________________________________________________________________
 AJ2413  X           -    -386,097.577 (meters)                     COMP
 AJ2413  Y           -  -4,351,952.771 (meters)                     COMP
 AJ2413  Z           -   4,631,707.532 (meters)                     COMP
 AJ2413  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 AJ2413  ELLIP HEIGHT-         409.08  (meters)          (07/22/02) GPS OBS
 AJ2413  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AJ2413  DYNAMIC HT  -         436.342 (meters)    1431.57  (feet)  COMP
 AJ2413  MODELED GRAV-     980,648.5   (mgal)                       NAVD 88
 AJ2413
 AJ2413  HORZ ORDER  -  FIRST
 AJ2413  VERT ORDER  -  SECOND    CLASS I
 AJ2413  ELLP ORDER  -  FOURTH    CLASS I
 AJ2413
 AJ2413.The horizontal coordinates were established by GPS observations
 AJ2413.and adjusted by the MN DEPT OF TRANSP in July 2002..
 AJ2413
 AJ2413.The orthometric height was determined by differential leveling
 AJ2413.and adjusted by the National Geodetic Survey in August 2004..
 AJ2413
 AJ2413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2413
 AJ2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2413
 AJ2413.The ellipsoidal height was determined by GPS observations
 AJ2413.and is referenced to NAD 83.
 AJ2413
 AJ2413.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ2413;SPC MN C     -   307,459.068   737,485.968   MT  0.99996459   -0 35 35.2
 AJ2413;UTM  15      - 5,192,085.041   342,236.259   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  =   0.99990047
 AJ2413!UTM  15      -   0.99993588  x   0.99990592  =   0.99984181
 AJ2413
 AJ2413                          SUPERSEDED SURVEY CONTROL
 AJ2413
 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_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 = OCTOBER  6, 2006
 AJ2414 ***********************************************************************
 AJ2414  DESIGNATION -  2904 E
 AJ2414  PID         -  AJ2414
 AJ2414  STATE/COUNTY-  MN/HUBBARD
 AJ2414  USGS QUAD   -  PARK RAPIDS (1980)
 AJ2414
 AJ2414                         *CURRENT SURVEY CONTROL
 AJ2414  ___________________________________________________________________
 AJ2414* NAD 83(1996)-  46 53 32.98805(N)    095 03 40.99562(W)     ADJUSTED  
 AJ2414* NAVD 88     -       438.387  (meters)    1438.27   (feet)  ADJUSTED  
 AJ2414  ___________________________________________________________________
 AJ2414  X           -    -385,243.650 (meters)                     COMP
 AJ2414  Y           -  -4,349,674.638 (meters)                     COMP
 AJ2414  Z           -   4,633,906.110 (meters)                     COMP
 AJ2414  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AJ2414  ELLIP HEIGHT-         411.14  (meters)          (07/22/02) GPS OBS
 AJ2414  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AJ2414  DYNAMIC HT  -         438.409 (meters)    1438.35  (feet)  COMP
 AJ2414  MODELED GRAV-     980,650.7   (mgal)                       NAVD 88
 AJ2414
 AJ2414  HORZ ORDER  -  FIRST
 AJ2414  VERT ORDER  -  SECOND    CLASS I
 AJ2414  ELLP ORDER  -  FOURTH    CLASS I
 AJ2414
 AJ2414.The horizontal coordinates were established by GPS observations
 AJ2414.and adjusted by the MN DEPT OF TRANSP in July 2002..
 AJ2414
 AJ2414.The orthometric height was determined by differential leveling
 AJ2414.and adjusted by the National Geodetic Survey in August 2004..
 AJ2414
 AJ2414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2414
 AJ2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2414
 AJ2414.The ellipsoidal height was determined by GPS observations
 AJ2414.and is referenced to NAD 83.
 AJ2414
 AJ2414.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ2414;SPC MN C     -   310,666.093   738,168.406   MT  0.99996938   -0 35 13.0
 AJ2414;UTM  15      - 5,195,280.521   342,969.944   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  =   0.99983864
 AJ2414
 AJ2414:                Primary Azimuth Mark                     Grid Az
 AJ2414:SPC MN C     -  2904 B                                   008 35 09.3
 AJ2414:UTM  15      -  2904 B                                   009 30 15.3
 AJ2414
 AJ2414|---------------------------------------------------------------------|
 AJ2414| PID    Reference Object                     Distance      Geod. Az  |
 AJ2414|                                                           dddmmss.s |
 AJ2414| AJ2386 2904 B                              APPROX. 1.3 KM 0075956.3 |
 AJ2414|---------------------------------------------------------------------|
 AJ2414
 AJ2414                          SUPERSEDED SURVEY CONTROL
 AJ2414
 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: 15TUM4297095281(NAD 83)
 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 - June 09, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2387 ***********************************************************************
 AJ2387  DESIGNATION -  2905 A
 AJ2387  PID         -  AJ2387
 AJ2387  STATE/COUNTY-  MN/HUBBARD
 AJ2387  USGS QUAD   -  PARK RAPIDS (1980)
 AJ2387
 AJ2387                         *CURRENT SURVEY CONTROL
 AJ2387  ___________________________________________________________________
 AJ2387* NAD 83(1996)-  46 56 37.98034(N)    095 04 57.25911(W)     ADJUSTED  
 AJ2387* NAVD 88     -       441.586  (meters)    1448.77   (feet)  ADJUSTED  
 AJ2387  ___________________________________________________________________
 AJ2387  X           -    -386,482.387 (meters)                     COMP
 AJ2387  Y           -  -4,345,377.840 (meters)                     COMP
 AJ2387  Z           -   4,637,810.671 (meters)                     COMP
 AJ2387  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 AJ2387  ELLIP HEIGHT-         414.35  (meters)          (07/22/02) GPS OBS
 AJ2387  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AJ2387  DYNAMIC HT  -         441.610 (meters)    1448.85  (feet)  COMP
 AJ2387  MODELED GRAV-     980,653.6   (mgal)                       NAVD 88
 AJ2387
 AJ2387  HORZ ORDER  -  FIRST
 AJ2387  VERT ORDER  -  SECOND    CLASS I
 AJ2387  ELLP ORDER  -  FOURTH    CLASS I
 AJ2387
 AJ2387.The horizontal coordinates were established by GPS observations
 AJ2387.and adjusted by the MN DEPT OF TRANSP in July 2002..
 AJ2387
 AJ2387.The orthometric height was determined by differential leveling
 AJ2387.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ2387
 AJ2387.The ellipsoidal height was determined by GPS observations
 AJ2387.and is referenced to NAD 83.
 AJ2387
 AJ2387.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ2387;SPC MN C     -   316,395.007   736,614.167   MT  0.99997854   -0 36 08.2
 AJ2387;UTM  15      - 5,201,033.237   341,507.892   MT  0.99990874   -1 31 19.3
 AJ2387
 AJ2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2387!SPC MN C     -   0.99993505  x   0.99997854  =   0.99991360
 AJ2387!UTM  15      -   0.99993505  x   0.99990874  =   0.99984380
 AJ2387
 AJ2387                          SUPERSEDED SURVEY CONTROL
 AJ2387
 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: 15TUN4150801033(NAD 83)
 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 = OCTOBER  6, 2006
 AJ2388 ***********************************************************************
 AJ2388  DESIGNATION -  2905 B
 AJ2388  PID         -  AJ2388
 AJ2388  STATE/COUNTY-  MN/HUBBARD
 AJ2388  USGS QUAD   -  PARK RAPIDS (1980)
 AJ2388
 AJ2388                         *CURRENT SURVEY CONTROL
 AJ2388  ___________________________________________________________________
 AJ2388* NAD 83(1996)-  46 57 02.46511(N)    095 06 05.32446(W)     ADJUSTED  
 AJ2388* NAVD 88     -       443.791  (meters)    1456.00   (feet)  ADJUSTED  
 AJ2388  ___________________________________________________________________
 AJ2388  X           -    -387,867.300 (meters)                     COMP
 AJ2388  Y           -  -4,344,701.220 (meters)                     COMP
 AJ2388  Z           -   4,638,328.488 (meters)                     COMP
 AJ2388  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 AJ2388  ELLIP HEIGHT-         416.56  (meters)          (07/22/02) GPS OBS
 AJ2388  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AJ2388  DYNAMIC HT  -         443.815 (meters)    1456.08  (feet)  COMP
 AJ2388  MODELED GRAV-     980,653.7   (mgal)                       NAVD 88
 AJ2388
 AJ2388  HORZ ORDER  -  FIRST
 AJ2388  VERT ORDER  -  SECOND    CLASS I
 AJ2388  ELLP ORDER  -  FOURTH    CLASS I
 AJ2388
 AJ2388.The horizontal coordinates were established by GPS observations
 AJ2388.and adjusted by the MN DEPT OF TRANSP in July 2002..
 AJ2388
 AJ2388.The orthometric height was determined by differential leveling
 AJ2388.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ2388
 AJ2388.The ellipsoidal height was determined by GPS observations
 AJ2388.and is referenced to NAD 83.
 AJ2388
 AJ2388.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ2388;SPC MN C     -   317,166.353   735,182.908   MT  0.99997981   -0 36 57.4
 AJ2388;UTM  15      - 5,201,827.407   340,089.298   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  =   0.99984901
 AJ2388
 AJ2388                          SUPERSEDED SURVEY CONTROL
 AJ2388
 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_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 = OCTOBER  6, 2006
 AJ2389 ***********************************************************************
 AJ2389  DESIGNATION -  2905 C
 AJ2389  PID         -  AJ2389
 AJ2389  STATE/COUNTY-  MN/HUBBARD
 AJ2389  USGS QUAD   -  PARK RAPIDS (1980)
 AJ2389
 AJ2389                         *CURRENT SURVEY CONTROL
 AJ2389  ___________________________________________________________________
 AJ2389* NAD 83(1996)-  46 59 21.85970(N)    095 06 12.97014(W)     ADJUSTED  
 AJ2389* NAVD 88     -       446.759  (meters)    1465.74   (feet)  ADJUSTED  
 AJ2389  ___________________________________________________________________
 AJ2389  X           -    -387,748.592 (meters)                     COMP
 AJ2389  Y           -  -4,341,554.483 (meters)                     COMP
 AJ2389  Z           -   4,641,268.222 (meters)                     COMP
 AJ2389  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 AJ2389  ELLIP HEIGHT-         419.53  (meters)          (07/22/02) GPS OBS
 AJ2389  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AJ2389  DYNAMIC HT  -         446.785 (meters)    1465.83  (feet)  COMP
 AJ2389  MODELED GRAV-     980,657.9   (mgal)                       NAVD 88
 AJ2389
 AJ2389  HORZ ORDER  -  FIRST
 AJ2389  VERT ORDER  -  SECOND    CLASS I
 AJ2389  ELLP ORDER  -  FOURTH    CLASS I
 AJ2389
 AJ2389.The horizontal coordinates were established by GPS observations
 AJ2389.and adjusted by the MN DEPT OF TRANSP in July 2002..
 AJ2389
 AJ2389.The orthometric height was determined by differential leveling
 AJ2389.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ2389
 AJ2389.The ellipsoidal height was determined by GPS observations
 AJ2389.and is referenced to NAD 83.
 AJ2389
 AJ2389.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ2389;SPC MN C     -   321,472.364   735,067.634   MT  0.99998732   -0 37 02.9
 AJ2389;UTM  15      - 5,206,134.417   340,043.223   MT  0.99991447   -1 32 18.7
 AJ2389
 AJ2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2389!SPC MN C     -   0.99993424  x   0.99998732  =   0.99992156
 AJ2389!UTM  15      -   0.99993424  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  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_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 = OCTOBER  6, 2006
 AJ2390 ***********************************************************************
 AJ2390  DESIGNATION -  2905 D
 AJ2390  PID         -  AJ2390
 AJ2390  STATE/COUNTY-  MN/HUBBARD
 AJ2390  USGS QUAD   -  SKUNK LAKE (1972)
 AJ2390
 AJ2390                         *CURRENT SURVEY CONTROL
 AJ2390  ___________________________________________________________________
 AJ2390* NAD 83(1996)-  47 00 08.75391(N)    095 06 25.20550(W)     ADJUSTED  
 AJ2390* NAVD 88     -       446.347  (meters)    1464.39   (feet)  ADJUSTED  
 AJ2390  ___________________________________________________________________
 AJ2390  X           -    -387,911.826 (meters)                     COMP
 AJ2390  Y           -  -4,340,476.313 (meters)                     COMP
 AJ2390  Z           -   4,642,255.692 (meters)                     COMP
 AJ2390  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 AJ2390  ELLIP HEIGHT-         419.13  (meters)          (07/22/02) GPS OBS
 AJ2390  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AJ2390  DYNAMIC HT  -         446.376 (meters)    1464.49  (feet)  COMP
 AJ2390  MODELED GRAV-     980,663.2   (mgal)                       NAVD 88
 AJ2390
 AJ2390  HORZ ORDER  -  FIRST
 AJ2390  VERT ORDER  -  SECOND    CLASS I
 AJ2390  ELLP ORDER  -  FOURTH    CLASS I
 AJ2390
 AJ2390.The horizontal coordinates were established by GPS observations
 AJ2390.and adjusted by the MN DEPT OF TRANSP in July 2002..
 AJ2390
 AJ2390.The orthometric height was determined by differential leveling
 AJ2390.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ2390
 AJ2390.The ellipsoidal height was determined by GPS observations
 AJ2390.and is referenced to NAD 83.
 AJ2390
 AJ2390.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ2390;SPC MN C     -   322,923.184   734,824.777   MT  0.99998995   -0 37 11.8
 AJ2390;UTM  15      - 5,207,588.847   339,823.740   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  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: 15TUN3982407589(NAD 83)
 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 = OCTOBER  6, 2006
 AJ2415 ***********************************************************************
 AJ2415  DESIGNATION -  2905 E
 AJ2415  PID         -  AJ2415
 AJ2415  STATE/COUNTY-  MN/HUBBARD
 AJ2415  USGS QUAD   -  SKUNK LAKE (1972)
 AJ2415
 AJ2415                         *CURRENT SURVEY CONTROL
 AJ2415  ___________________________________________________________________
 AJ2415* NAD 83(1986)-  47 02 17.     (N)    095 06 46.     (W)     SCALED    
 AJ2415* NAVD 88     -       441.689  (meters)    1449.11   (feet)  ADJUSTED  
 AJ2415  ___________________________________________________________________
 AJ2415  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AJ2415  DYNAMIC HT  -         441.722 (meters)    1449.22  (feet)  COMP
 AJ2415  MODELED GRAV-     980,673.2   (mgal)                       NAVD 88
 AJ2415
 AJ2415  VERT ORDER  -  SECOND    CLASS I
 AJ2415
 AJ2415.The horizontal coordinates were scaled from a topographic map and have
 AJ2415.an estimated accuracy of +/- 6 seconds.
 AJ2415
 AJ2415.The orthometric height was determined by differential leveling
 AJ2415.and adjusted by the National Geodetic Survey in August 2004..
 AJ2415
 AJ2415.The geoid height was determined by GEOID03.
 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     -   326,890.      734,430.      MT  (+/- 180 meters Scaled)
 AJ2415
 AJ2415                          SUPERSEDED SURVEY CONTROL
 AJ2415
 AJ2415.No superseded survey control is available for this station.
 AJ2415
 AJ2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN394115(NAD 83)
 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 = OCTOBER  6, 2006
 AJ2391 ***********************************************************************
 AJ2391  DESIGNATION -  2905 F
 AJ2391  PID         -  AJ2391
 AJ2391  STATE/COUNTY-  MN/HUBBARD
 AJ2391  USGS QUAD   -  TWO INLETS (1972)
 AJ2391
 AJ2391                         *CURRENT SURVEY CONTROL
 AJ2391  ___________________________________________________________________
 AJ2391* NAD 83(1996)-  47 02 29.92298(N)    095 07 50.48574(W)     ADJUSTED  
 AJ2391* NAVD 88     -       448.452  (meters)    1471.30   (feet)  ADJUSTED  
 AJ2391  ___________________________________________________________________
 AJ2391  X           -    -389,421.254 (meters)                     COMP
 AJ2391  Y           -  -4,337,140.168 (meters)                     COMP
 AJ2391  Z           -   4,645,229.365 (meters)                     COMP
 AJ2391  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 AJ2391  ELLIP HEIGHT-         421.29  (meters)          (07/22/02) GPS OBS
 AJ2391  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AJ2391  DYNAMIC HT  -         448.486 (meters)    1471.41  (feet)  COMP
 AJ2391  MODELED GRAV-     980,675.0   (mgal)                       NAVD 88
 AJ2391
 AJ2391  HORZ ORDER  -  FIRST
 AJ2391  VERT ORDER  -  SECOND    CLASS I
 AJ2391  ELLP ORDER  -  FOURTH    CLASS I
 AJ2391
 AJ2391.The horizontal coordinates were established by GPS observations
 AJ2391.and adjusted by the MN DEPT OF TRANSP in July 2002..
 AJ2391
 AJ2391.The orthometric height was determined by differential leveling
 AJ2391.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ2391
 AJ2391.The ellipsoidal height was determined by GPS observations
 AJ2391.and is referenced to NAD 83.
 AJ2391
 AJ2391.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ2391;SPC MN C     -   327,302.080   733,071.770   MT  0.99999818   -0 38 13.5
 AJ2391;UTM  15      - 5,211,995.052   338,141.548   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  =   0.99985596
 AJ2391
 AJ2391                          SUPERSEDED SURVEY CONTROL
 AJ2391
 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: 15TUN3814211995(NAD 83)
 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 = OCTOBER  6, 2006
 AJ2392 ***********************************************************************
 AJ2392  DESIGNATION -  2905 G
 AJ2392  PID         -  AJ2392
 AJ2392  STATE/COUNTY-  MN/HUBBARD
 AJ2392  USGS QUAD   -  TWO INLETS (1972)
 AJ2392
 AJ2392                         *CURRENT SURVEY CONTROL
 AJ2392  ___________________________________________________________________
 AJ2392* NAD 83(1996)-  47 03 52.60349(N)    095 09 02.96571(W)     ADJUSTED  
 AJ2392* NAVD 88     -       447.922  (meters)    1469.56   (feet)  ADJUSTED  
 AJ2392  ___________________________________________________________________
 AJ2392  X           -    -390,777.438 (meters)                     COMP
 AJ2392  Y           -  -4,335,141.200 (meters)                     COMP
 AJ2392  Z           -   4,646,968.711 (meters)                     COMP
 AJ2392  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 AJ2392  ELLIP HEIGHT-         420.80  (meters)          (07/22/02) GPS OBS
 AJ2392  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AJ2392  DYNAMIC HT  -         447.959 (meters)    1469.68  (feet)  COMP
 AJ2392  MODELED GRAV-     980,682.4   (mgal)                       NAVD 88
 AJ2392
 AJ2392  HORZ ORDER  -  FIRST
 AJ2392  VERT ORDER  -  SECOND    CLASS I
 AJ2392  ELLP ORDER  -  FOURTH    CLASS I
 AJ2392
 AJ2392.The horizontal coordinates were established by GPS observations
 AJ2392.and adjusted by the MN DEPT OF TRANSP in July 2002..
 AJ2392
 AJ2392.The orthometric height was determined by differential leveling
 AJ2392.and adjusted by the National Geodetic Survey in August 2004..
 AJ2392
 AJ2392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2392
 AJ2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2392
 AJ2392.The ellipsoidal height was determined by GPS observations
 AJ2392.and is referenced to NAD 83.
 AJ2392
 AJ2392.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ2392;SPC MN C     -   329,872.387   731,570.838   MT  1.00000323   -0 39 05.9
 AJ2392;UTM  15      - 5,214,589.006   336,682.325   MT  0.99992782   -1 34 30.0
 AJ2392
 AJ2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2392!SPC MN C     -   0.99993404  x   1.00000323  =   0.99993727
 AJ2392!UTM  15      -   0.99993404  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  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_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 = OCTOBER  6, 2006
 DI0849 ***********************************************************************
 DI0849  DESIGNATION -  2905 G 1
 DI0849  PID         -  DI0849
 DI0849  STATE/COUNTY-  MN/BECKER
 DI0849  USGS QUAD   -  TWO INLETS (1972)
 DI0849
 DI0849                         *CURRENT SURVEY CONTROL
 DI0849  ___________________________________________________________________
 DI0849* NAD 83(1986)-  47 03 03.     (N)    095 11 00.     (W)     SCALED    
 DI0849* NAVD 88     -       465.731  (meters)    1527.99   (feet)  ADJUSTED  
 DI0849  ___________________________________________________________________
 DI0849  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DI0849  DYNAMIC HT  -         465.769 (meters)    1528.11  (feet)  COMP
 DI0849  MODELED GRAV-     980,679.7   (mgal)                       NAVD 88
 DI0849
 DI0849  VERT ORDER  -  SECOND    CLASS I
 DI0849
 DI0849.The horizontal coordinates were scaled from a topographic map and have
 DI0849.an estimated accuracy of +/- 6 seconds.
 DI0849
 DI0849.The orthometric height was determined by differential leveling
 DI0849.and adjusted by the National Geodetic Survey in September 2006..
 DI0849
 DI0849.Photographs are available for this station.
 DI0849
 DI0849.The geoid height was determined by GEOID03.
 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     -   328,370.      729,080.      MT  (+/- 180 meters Scaled)
 DI0849
 DI0849                          SUPERSEDED SURVEY CONTROL
 DI0849
 DI0849.No superseded survey control is available for this station.
 DI0849
 DI0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN341131(NAD 83)
 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 = OCTOBER  6, 2006
 DI0850 ***********************************************************************
 DI0850  DESIGNATION -  2905 G 2
 DI0850  PID         -  DI0850
 DI0850  STATE/COUNTY-  MN/BECKER
 DI0850  USGS QUAD   -  TWO INLETS (1972)
 DI0850
 DI0850                         *CURRENT SURVEY CONTROL
 DI0850  ___________________________________________________________________
 DI0850* NAD 83(1986)-  47 03 03.     (N)    095 13 03.     (W)     SCALED    
 DI0850* NAVD 88     -       460.605  (meters)    1511.17   (feet)  ADJUSTED  
 DI0850  ___________________________________________________________________
 DI0850  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DI0850  DYNAMIC HT  -         460.641 (meters)    1511.29  (feet)  COMP
 DI0850  MODELED GRAV-     980,677.4   (mgal)                       NAVD 88
 DI0850
 DI0850  VERT ORDER  -  SECOND    CLASS I
 DI0850
 DI0850.The horizontal coordinates were scaled from a topographic map and have
 DI0850.an estimated accuracy of +/- 6 seconds.
 DI0850
 DI0850.The orthometric height was determined by differential leveling
 DI0850.and adjusted by the National Geodetic Survey in September 2006..
 DI0850
 DI0850.Photographs are available for this station.
 DI0850
 DI0850.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DI0850;SPC MN C     -   328,400.      726,490.      MT  (+/- 180 meters Scaled)
 DI0850
 DI0850                          SUPERSEDED SURVEY CONTROL
 DI0850
 DI0850.No superseded survey control is available for this station.
 DI0850
 DI0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN315131(NAD 83)
 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 - May 10, 2005
 DI0850_ROD/PIPE-DEPTH:  9.1 meters
 DI0850
 DI0850  HISTORY     - Date     Condition        Report By
 DI0850  HISTORY     - 20050510 MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2393 ***********************************************************************
 AJ2393  DESIGNATION -  2905 H
 AJ2393  PID         -  AJ2393
 AJ2393  STATE/COUNTY-  MN/HUBBARD
 AJ2393  USGS QUAD   -  TWO INLETS (1972)
 AJ2393
 AJ2393                         *CURRENT SURVEY CONTROL
 AJ2393  ___________________________________________________________________
 AJ2393* NAD 83(1996)-  47 04 48.09927(N)    095 09 03.93722(W)     ADJUSTED  
 AJ2393* NAVD 88     -       469.731  (meters)    1541.11   (feet)  ADJUSTED  
 AJ2393  ___________________________________________________________________
 AJ2393  X           -    -390,686.519 (meters)                     COMP
 AJ2393  Y           -  -4,333,904.287 (meters)                     COMP
 AJ2393  Z           -   4,648,151.968 (meters)                     COMP
 AJ2393  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 AJ2393  ELLIP HEIGHT-         442.61  (meters)          (07/22/02) GPS OBS
 AJ2393  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AJ2393  DYNAMIC HT  -         469.772 (meters)    1541.24  (feet)  COMP
 AJ2393  MODELED GRAV-     980,685.7   (mgal)                       NAVD 88
 AJ2393
 AJ2393  HORZ ORDER  -  FIRST
 AJ2393  VERT ORDER  -  SECOND    CLASS I
 AJ2393  ELLP ORDER  -  FOURTH    CLASS I
 AJ2393
 AJ2393.The horizontal coordinates were established by GPS observations
 AJ2393.and adjusted by the MN DEPT OF TRANSP in July 2002..
 AJ2393
 AJ2393.The orthometric height was determined by differential leveling
 AJ2393.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ2393
 AJ2393.The ellipsoidal height was determined by GPS observations
 AJ2393.and is referenced to NAD 83.
 AJ2393
 AJ2393.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ2393;SPC MN C     -   331,586.293   731,569.837   MT  1.00000670   -0 39 06.6
 AJ2393;UTM  15      - 5,216,302.574   336,708.947   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  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: 15TUN3670916303(NAD 83)
 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 = OCTOBER  6, 2006
 AJ2394 ***********************************************************************
 AJ2394  DESIGNATION -  2905 J
 AJ2394  PID         -  AJ2394
 AJ2394  STATE/COUNTY-  MN/HUBBARD
 AJ2394  USGS QUAD   -  LAKE ITASCA (1972)
 AJ2394
 AJ2394                         *CURRENT SURVEY CONTROL
 AJ2394  ___________________________________________________________________
 AJ2394* NAD 83(1996)-  47 09 13.08589(N)    095 09 00.47164(W)     ADJUSTED  
 AJ2394* NAVD 88     -       489.980  (meters)    1607.54   (feet)  ADJUSTED  
 AJ2394  ___________________________________________________________________
 AJ2394  X           -    -390,076.647 (meters)                     COMP
 AJ2394  Y           -  -4,327,952.149 (meters)                     COMP
 AJ2394  Z           -   4,653,735.832 (meters)                     COMP
 AJ2394  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AJ2394  ELLIP HEIGHT-         462.78  (meters)          (07/22/02) GPS OBS
 AJ2394  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AJ2394  DYNAMIC HT  -         490.023 (meters)    1607.68  (feet)  COMP
 AJ2394  MODELED GRAV-     980,685.2   (mgal)                       NAVD 88
 AJ2394
 AJ2394  HORZ ORDER  -  FIRST
 AJ2394  VERT ORDER  -  SECOND    CLASS I
 AJ2394  ELLP ORDER  -  FOURTH    CLASS I
 AJ2394
 AJ2394.The horizontal coordinates were established by GPS observations
 AJ2394.and adjusted by the MN DEPT OF TRANSP in July 2002..
 AJ2394
 AJ2394.The orthometric height was determined by differential leveling
 AJ2394.and adjusted by the National Geodetic Survey in August 2004..
 AJ2394
 AJ2394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2394
 AJ2394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2394
 AJ2394.The ellipsoidal height was determined by GPS observations
 AJ2394.and is referenced to NAD 83.
 AJ2394
 AJ2394.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ2394;SPC MN C     -   339,768.223   731,735.937   MT  1.00002431   -0 39 04.1
 AJ2394;UTM  15      - 5,224,480.036   337,007.043   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  =   0.99995177
 AJ2394!UTM  15      -   0.99992747  x   0.99992651  =   0.99985398
 AJ2394
 AJ2394                          SUPERSEDED SURVEY CONTROL
 AJ2394
 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_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: FLUSH
 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 - September 11, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2395 ***********************************************************************
 AJ2395  DESIGNATION -  2905 K
 AJ2395  PID         -  AJ2395
 AJ2395  STATE/COUNTY-  MN/HUBBARD
 AJ2395  USGS QUAD   -  LAKE ITASCA (1972)
 AJ2395
 AJ2395                         *CURRENT SURVEY CONTROL
 AJ2395  ___________________________________________________________________
 AJ2395* NAD 83(1986)-  47 10 42.     (N)    095 08 40.     (W)     SCALED    
 AJ2395* NAVD 88     -       482.905  (meters)    1584.33   (feet)  ADJUSTED  
 AJ2395  ___________________________________________________________________
 AJ2395  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AJ2395  DYNAMIC HT  -         482.948 (meters)    1584.47  (feet)  COMP
 AJ2395  MODELED GRAV-     980,685.7   (mgal)                       NAVD 88
 AJ2395
 AJ2395  VERT ORDER  -  SECOND    CLASS I
 AJ2395
 AJ2395.The horizontal coordinates were scaled from a topographic map and have
 AJ2395.an estimated accuracy of +/- 6 seconds.
 AJ2395
 AJ2395.The orthometric height was determined by differential leveling
 AJ2395.and adjusted by the National Geodetic Survey in August 2004..
 AJ2395
 AJ2395.The geoid height was determined by GEOID03.
 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     -   342,510.      732,200.      MT  (+/- 180 meters Scaled)
 AJ2395
 AJ2395                          SUPERSEDED SURVEY CONTROL
 AJ2395
 AJ2395.No superseded survey control is available for this station.
 AJ2395
 AJ2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN375272(NAD 83)
 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 = OCTOBER  6, 2006
 SK0395 ***********************************************************************
 SK0395  DESIGNATION -  2906 A
 SK0395  PID         -  SK0395
 SK0395  STATE/COUNTY-  MN/HUBBARD
 SK0395  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 SK0395
 SK0395                         *CURRENT SURVEY CONTROL
 SK0395  ___________________________________________________________________
 SK0395* NAD 83(1986)-  47 11 19.     (N)    095 07 29.     (W)     SCALED    
 SK0395* NAVD 88     -       458.433  (meters)    1504.04   (feet)  ADJUSTED  
 SK0395  ___________________________________________________________________
 SK0395  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 SK0395  DYNAMIC HT  -         458.474 (meters)    1504.18  (feet)  COMP
 SK0395  MODELED GRAV-     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
 SK0395.and adjusted by the National Geodetic Survey in June 1991..
 SK0395
 SK0395.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 SK0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 SK0396 ***********************************************************************
 SK0396  DESIGNATION -  2906 B
 SK0396  PID         -  SK0396
 SK0396  STATE/COUNTY-  MN/HUBBARD
 SK0396  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 SK0396
 SK0396                         *CURRENT SURVEY CONTROL
 SK0396  ___________________________________________________________________
 SK0396* NAD 83(1986)-  47 11 15.     (N)    095 06 21.     (W)     SCALED    
 SK0396* NAVD 88     -       455.764  (meters)    1495.29   (feet)  ADJUSTED  
 SK0396  ___________________________________________________________________
 SK0396  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 SK0396  DYNAMIC HT  -         455.806 (meters)    1495.42  (feet)  COMP
 SK0396  MODELED GRAV-     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
 SK0396.and adjusted by the National Geodetic Survey in June 1991..
 SK0396
 SK0396.The geoid height was determined by GEOID03.
 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.      735,140.      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_MARKER: DD = SURVEY DISK
 SK0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0396_SP_SET: MONUMENT
 SK0396_STAMPING: 2906-B 1972
 SK0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0396
 SK0396  HISTORY     - Date     Condition        Report By
 SK0396  HISTORY     - 1972     MONUMENTED       MNDT
 SK0396  HISTORY     - 20010501 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0397 ***********************************************************************
 SK0397  DESIGNATION -  2906 C
 SK0397  PID         -  SK0397
 SK0397  STATE/COUNTY-  MN/HUBBARD
 SK0397  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 SK0397
 SK0397                         *CURRENT SURVEY CONTROL
 SK0397  ___________________________________________________________________
 SK0397* NAD 83(1986)-  47 11 17.     (N)    095 04 59.     (W)     SCALED    
 SK0397* NAVD 88     -       447.418  (meters)    1467.90   (feet)  ADJUSTED  
 SK0397  ___________________________________________________________________
 SK0397  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 SK0397  DYNAMIC HT  -         447.461 (meters)    1468.05  (feet)  COMP
 SK0397  MODELED GRAV-     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
 SK0397.and adjusted by the National Geodetic Survey in June 1991..
 SK0397
 SK0397.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 SK0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 SK0399 ***********************************************************************
 SK0399  DESIGNATION -  2906 D
 SK0399  PID         -  SK0399
 SK0399  STATE/COUNTY-  MN/HUBBARD
 SK0399  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 SK0399
 SK0399                         *CURRENT SURVEY CONTROL
 SK0399  ___________________________________________________________________
 SK0399* NAD 83(1986)-  47 11 17.     (N)    095 03 57.     (W)     SCALED    
 SK0399* NAVD 88     -       440.539  (meters)    1445.34   (feet)  ADJUSTED  
 SK0399  ___________________________________________________________________
 SK0399  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 SK0399  DYNAMIC HT  -         440.583 (meters)    1445.48  (feet)  COMP
 SK0399  MODELED GRAV-     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
 SK0399.and adjusted by the National Geodetic Survey in June 1991..
 SK0399
 SK0399.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 SK0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 SK0400 ***********************************************************************
 SK0400  DESIGNATION -  2906 E
 SK0400  PID         -  SK0400
 SK0400  STATE/COUNTY-  MN/HUBBARD
 SK0400  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 SK0400
 SK0400                         *CURRENT SURVEY CONTROL
 SK0400  ___________________________________________________________________
 SK0400* NAD 83(1986)-  47 11 18.     (N)    095 02 35.     (W)     SCALED    
 SK0400* NAVD 88     -       443.687  (meters)    1455.66   (feet)  ADJUSTED  
 SK0400  ___________________________________________________________________
 SK0400  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 SK0400  DYNAMIC HT  -         443.731 (meters)    1455.81  (feet)  COMP
 SK0400  MODELED GRAV-     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
 SK0400.and adjusted by the National Geodetic Survey in June 1991..
 SK0400
 SK0400.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 SK0400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 SK0402 ***********************************************************************
 SK0402  DESIGNATION -  2906 G
 SK0402  PID         -  SK0402
 SK0402  STATE/COUNTY-  MN/HUBBARD
 SK0402  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 SK0402
 SK0402                         *CURRENT SURVEY CONTROL
 SK0402  ___________________________________________________________________
 SK0402* NAD 83(1986)-  47 11 48.     (N)    095 00 16.     (W)     SCALED    
 SK0402* NAVD 88     -       434.052  (meters)    1424.05   (feet)  ADJUSTED  
 SK0402  ___________________________________________________________________
 SK0402  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 SK0402  DYNAMIC HT  -         434.097 (meters)    1424.20  (feet)  COMP
 SK0402  MODELED GRAV-     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
 SK0402.and adjusted by the National Geodetic Survey in June 1991..
 SK0402
 SK0402.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 SK0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 SK0251 ***********************************************************************
 SK0251  DESIGNATION -  2906 H
 SK0251  PID         -  SK0251
 SK0251  STATE/COUNTY-  MN/HUBBARD
 SK0251  USGS QUAD   -  LAKE GEORGE (1972)
 SK0251
 SK0251                         *CURRENT SURVEY CONTROL
 SK0251  ___________________________________________________________________
 SK0251* NAD 83(1986)-  47 12 13.     (N)    094 59 21.     (W)     SCALED    
 SK0251* NAVD 88     -       434.221  (meters)    1424.61   (feet)  ADJUSTED  
 SK0251  ___________________________________________________________________
 SK0251  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 SK0251  DYNAMIC HT  -         434.265 (meters)    1424.75  (feet)  COMP
 SK0251  MODELED GRAV-     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
 SK0251.and adjusted by the National Geodetic Survey in June 1991..
 SK0251
 SK0251.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 SK0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 SK0254 ***********************************************************************
 SK0254  DESIGNATION -  2906 K
 SK0254  PID         -  SK0254
 SK0254  STATE/COUNTY-  MN/HUBBARD
 SK0254  USGS QUAD   -  LAKE GEORGE (1972)
 SK0254
 SK0254                         *CURRENT SURVEY CONTROL
 SK0254  ___________________________________________________________________
 SK0254* NAD 83(1986)-  47 12 38.     (N)    094 55 48.     (W)     SCALED    
 SK0254* NAVD 88     -       453.273  (meters)    1487.11   (feet)  ADJUSTED  
 SK0254  ___________________________________________________________________
 SK0254  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 SK0254  DYNAMIC HT  -         453.313 (meters)    1487.24  (feet)  COMP
 SK0254  MODELED GRAV-     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
 SK0254.and adjusted by the National Geodetic Survey in June 1991..
 SK0254
 SK0254.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 SK0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 SK0256 ***********************************************************************
 SK0256  DESIGNATION -  2906 L
 SK0256  PID         -  SK0256
 SK0256  STATE/COUNTY-  MN/HUBBARD
 SK0256  USGS QUAD   -  LAKE GEORGE (1972)
 SK0256
 SK0256                         *CURRENT SURVEY CONTROL
 SK0256  ___________________________________________________________________
 SK0256* NAD 83(1996)-  47 12 35.96518(N)    094 54 36.83106(W)     ADJUSTED  
 SK0256* NAVD 88     -       458.522  (meters)    1504.33   (feet)  ADJUSTED  
 SK0256  ___________________________________________________________________
 SK0256  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 SK0256  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 SK0256  DYNAMIC HT  -         458.563 (meters)    1504.47  (feet)  COMP
 SK0256  MODELED GRAV-     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.No horizontal observational check was made to the station.
 SK0256
 SK0256.The orthometric height was determined by differential leveling
 SK0256.and adjusted by the National Geodetic Survey in June 1991..
 SK0256
 SK0256.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK0256
 SK0256.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0256;SPC MN C     -   345,854.265   749,981.195   MT  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     -   0.99993245  x   1.00003892  =   0.99997137
 SK0256!UTM  15      -   0.99993245  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: 15TUN5534630270(NAD 83)
 SK0256_MARKER: DD = SURVEY DISK
 SK0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 SK0262 ***********************************************************************
 SK0262  DESIGNATION -  2906 M
 SK0262  PID         -  SK0262
 SK0262  STATE/COUNTY-  MN/HUBBARD
 SK0262  USGS QUAD   -  LAKE GEORGE (1972)
 SK0262
 SK0262                         *CURRENT SURVEY CONTROL
 SK0262  ___________________________________________________________________
 SK0262* NAD 83(1996)-  47 13 13.62817(N)    094 53 55.27981(W)     ADJUSTED  
 SK0262* NAVD 88     -       459.857  (meters)    1508.71   (feet)  ADJUSTED  
 SK0262  ___________________________________________________________________
 SK0262  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 SK0262  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 SK0262  DYNAMIC HT  -         459.898 (meters)    1508.85  (feet)  COMP
 SK0262  MODELED GRAV-     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.No horizontal observational check was made to the station.
 SK0262
 SK0262.The orthometric height was determined by differential leveling
 SK0262.and adjusted by the National Geodetic Survey in June 1991..
 SK0262
 SK0262.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK0262
 SK0262.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0262;SPC MN C     -   347,010.154   750,865.119   MT  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: 15TUN5624831411(NAD 83)
 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 = OCTOBER  6, 2006
 DE6285 ***********************************************************************
 DE6285  DESIGNATION -  2907 B
 DE6285  PID         -  DE6285
 DE6285  STATE/COUNTY-  MN/HUBBARD
 DE6285  USGS QUAD   -  GUTHRIE (1968)
 DE6285
 DE6285                         *CURRENT SURVEY CONTROL
 DE6285  ___________________________________________________________________
 DE6285* NAD 83(1996)-  47 22 01.38900(N)    094 51 45.43437(W)     ADJUSTED  
 DE6285* NAVD 88     -       451.8    (meters)    1482.     (feet)  GPS OBS   
 DE6285  ___________________________________________________________________
 DE6285  X           -    -366,874.652 (meters)                     COMP
 DE6285  Y           -  -4,312,464.115 (meters)                     COMP
 DE6285  Z           -   4,669,810.992 (meters)                     COMP
 DE6285  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 DE6285  ELLIP HEIGHT-         423.79  (meters)          (07/08/02) GPS OBS
 DE6285  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DE6285
 DE6285  HORZ ORDER  -  FIRST
 DE6285  ELLP ORDER  -  THIRD     CLASS I
 DE6285
 DE6285.The horizontal coordinates were established by GPS observations
 DE6285.and adjusted by the MN DEPT OF TRANSP in July 2002..
 DE6285
 DE6285.The orthometric height was determined by GPS observations and a
 DE6285.high-resolution geoid model.
 DE6285
 DE6285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6285
 DE6285.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6285
 DE6285.The ellipsoidal height was determined by GPS observations
 DE6285.and is referenced to NAD 83.
 DE6285
 DE6285.The geoid height was determined by GEOID03.
 DE6285
 DE6285;                    North         East     Units Scale Factor Converg.
 DE6285;SPC MN C     -   363,287.447   753,723.114   MT  1.00008481   -0 26 35.4
 DE6285;UTM  15      - 5,247,636.672   359,367.910   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  =   1.00001838
 DE6285!UTM  15      -   0.99993358  x   0.99984306  =   0.99977665
 DE6285
 DE6285                          SUPERSEDED SURVEY CONTROL
 DE6285
 DE6285.No superseded survey control is available for this station.
 DE6285
 DE6285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5936847637(NAD 83)
 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_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE6285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6285+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 DE6285
 DE6285  HISTORY     - Date     Condition        Report By
 DE6285  HISTORY     - 1962     MONUMENTED       MNDT
 DE6285  HISTORY     - 19990401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6286 ***********************************************************************
 DE6286  DESIGNATION -  2907 F
 DE6286  PID         -  DE6286
 DE6286  STATE/COUNTY-  MN/HUBBARD
 DE6286  USGS QUAD   -  FRONTENAC LAKE (1968)
 DE6286
 DE6286                         *CURRENT SURVEY CONTROL
 DE6286  ___________________________________________________________________
 DE6286* NAD 83(1996)-  47 18 39.23255(N)    094 52 36.18021(W)     ADJUSTED  
 DE6286* NAVD 88     -       427.0    (meters)    1401.     (feet)  GPS OBS   
 DE6286  ___________________________________________________________________
 DE6286  X           -    -368,324.506 (meters)                     COMP
 DE6286  Y           -  -4,316,931.818 (meters)                     COMP
 DE6286  Z           -   4,665,561.903 (meters)                     COMP
 DE6286  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DE6286  ELLIP HEIGHT-         399.17  (meters)          (07/08/02) GPS OBS
 DE6286  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DE6286
 DE6286  HORZ ORDER  -  FIRST
 DE6286  ELLP ORDER  -  THIRD     CLASS I
 DE6286
 DE6286.The horizontal coordinates were established by GPS observations
 DE6286.and adjusted by the MN DEPT OF TRANSP in July 2002..
 DE6286
 DE6286.The orthometric height was determined by GPS observations and a
 DE6286.high-resolution geoid model.
 DE6286
 DE6286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6286
 DE6286.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6286
 DE6286.The ellipsoidal height was determined by GPS observations
 DE6286.and is referenced to NAD 83.
 DE6286
 DE6286.The geoid height was determined by GEOID03.
 DE6286
 DE6286;                    North         East     Units Scale Factor Converg.
 DE6286;SPC MN C     -   357,052.376   752,608.928   MT  1.00006753   -0 27 12.1
 DE6286;UTM  15      - 5,241,421.876   358,153.289   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  =   1.00000496
 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.No superseded survey control is available for this station.
 DE6286
 DE6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5815341422(NAD 83)
 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_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE6286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6286+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 DE6286
 DE6286  HISTORY     - Date     Condition        Report By
 DE6286  HISTORY     - 1962     MONUMENTED       MNDT
 DE6286  HISTORY     - 19990401 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6287 ***********************************************************************
 DE6287  DESIGNATION -  2907 G
 DE6287  PID         -  DE6287
 DE6287  STATE/COUNTY-  MN/HUBBARD
 DE6287  USGS QUAD   -  FRONTENAC LAKE (1968)
 DE6287
 DE6287                         *CURRENT SURVEY CONTROL
 DE6287  ___________________________________________________________________
 DE6287* NAD 83(1996)-  47 17 46.88240(N)    094 52 36.79384(W)     ADJUSTED  
 DE6287* NAVD 88     -       433.3    (meters)    1422.     (feet)  GPS OBS   
 DE6287  ___________________________________________________________________
 DE6287  X           -    -368,438.735 (meters)                     COMP
 DE6287  Y           -  -4,318,118.978 (meters)                     COMP
 DE6287  Z           -   4,664,470.180 (meters)                     COMP
 DE6287  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DE6287  ELLIP HEIGHT-         405.50  (meters)          (07/08/02) GPS OBS
 DE6287  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DE6287
 DE6287  HORZ ORDER  -  FIRST
 DE6287  ELLP ORDER  -  THIRD     CLASS I
 DE6287
 DE6287.The horizontal coordinates were established by GPS observations
 DE6287.and adjusted by the MN DEPT OF TRANSP in July 2002..
 DE6287
 DE6287.The orthometric height was determined by GPS observations and a
 DE6287.high-resolution geoid model.
 DE6287
 DE6287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6287
 DE6287.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6287
 DE6287.The ellipsoidal height was determined by GPS observations
 DE6287.and is referenced to NAD 83.
 DE6287
 DE6287.The geoid height was determined by GEOID03.
 DE6287
 DE6287;                    North         East     Units Scale Factor Converg.
 DE6287;SPC MN C     -   355,435.723   752,583.242   MT  1.00006321   -0 27 12.5
 DE6287;UTM  15      - 5,239,806.202   358,101.486   MT  0.99984746   -1 22 46.2
 DE6287
 DE6287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6287!SPC MN C     -   0.99993644  x   1.00006321  =   0.99999965
 DE6287!UTM  15      -   0.99993644  x   0.99984746  =   0.99978391
 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.No superseded survey control is available for this station.
 DE6287
 DE6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5810139806(NAD 83)
 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_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE6287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6287+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 DE6287
 DE6287  HISTORY     - Date     Condition        Report By
 DE6287  HISTORY     - 1962     MONUMENTED       MNDT
 DE6287  HISTORY     - 19990401 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0264 ***********************************************************************
 SK0264  DESIGNATION -  2907 I
 SK0264  PID         -  SK0264
 SK0264  STATE/COUNTY-  MN/HUBBARD
 SK0264  USGS QUAD   -  LAKE GEORGE (1972)
 SK0264
 SK0264                         *CURRENT SURVEY CONTROL
 SK0264  ___________________________________________________________________
 SK0264* NAD 83(1996)-  47 14 27.49973(N)    094 52 35.52019(W)     ADJUSTED  
 SK0264* NAVD 88     -       414.438  (meters)    1359.70   (feet)  ADJUSTED  
 SK0264  ___________________________________________________________________
 SK0264  X           -    -368,795.498 (meters)                     COMP
 SK0264  Y           -  -4,322,615.351 (meters)                     COMP
 SK0264  Z           -   4,660,277.984 (meters)                     COMP
 SK0264  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 SK0264  ELLIP HEIGHT-         386.75  (meters)          (07/08/02) GPS OBS
 SK0264  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 SK0264  DYNAMIC HT  -         414.475 (meters)    1359.82  (feet)  COMP
 SK0264  MODELED GRAV-     980,689.3   (mgal)                       NAVD 88
 SK0264
 SK0264  HORZ ORDER  -  FIRST
 SK0264  VERT ORDER  -  SECOND    CLASS 0
 SK0264  ELLP ORDER  -  THIRD     CLASS I
 SK0264
 SK0264.The horizontal coordinates were established by GPS observations
 SK0264.and adjusted by the MN DEPT OF TRANSP in July 2002..
 SK0264
 SK0264.The orthometric height was determined by differential leveling
 SK0264.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 SK0264
 SK0264.The ellipsoidal height was determined by GPS observations
 SK0264.and is referenced to NAD 83.
 SK0264
 SK0264.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0264;SPC MN C     -   349,277.979   752,561.293   MT  1.00004737   -0 27 11.6
 SK0264;UTM  15      - 5,233,650.893   357,980.114   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  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: 15TUN5798033651(NAD 83)
 SK0264_MARKER: DB = BENCH MARK DISK
 SK0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0264_SP_SET: CULVERT
 SK0264_STAMPING: 2907-I 1962
 SK0264_MARK LOGO: MNDT  
 SK0264_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0264+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0263 ***********************************************************************
 SK0263  DESIGNATION -  2908 A
 SK0263  PID         -  SK0263
 SK0263  STATE/COUNTY-  MN/HUBBARD
 SK0263  USGS QUAD   -  LAKE GEORGE (1972)
 SK0263
 SK0263                         *CURRENT SURVEY CONTROL
 SK0263  ___________________________________________________________________
 SK0263* NAD 83(1986)-  47 14 04.     (N)    094 52 37.     (W)     SCALED    
 SK0263* NAVD 88     -       418.747  (meters)    1373.84   (feet)  ADJUSTED  
 SK0263  ___________________________________________________________________
 SK0263  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 SK0263  DYNAMIC HT  -         418.785 (meters)    1373.96  (feet)  COMP
 SK0263  MODELED GRAV-     980,689.9   (mgal)                       NAVD 88
 SK0263
 SK0263  VERT ORDER  -  SECOND    CLASS 0
 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
 SK0263.and adjusted by the National Geodetic Survey in June 1991..
 SK0263
 SK0263.The geoid height was determined by GEOID03.
 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_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_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0263+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 SK0263
 SK0263  HISTORY     - Date     Condition        Report By
 SK0263  HISTORY     - 1972     MONUMENTED       MNDT
 SK0263  HISTORY     - 19990401 GOOD             MNDT
 SK0263  HISTORY     - 20010501 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0266 ***********************************************************************
 SK0266  DESIGNATION -  2908 B
 SK0266  PID         -  SK0266
 SK0266  STATE/COUNTY-  MN/HUBBARD
 SK0266  USGS QUAD   -  LAPORTE (1972)
 SK0266
 SK0266                         *CURRENT SURVEY CONTROL
 SK0266  ___________________________________________________________________
 SK0266* NAD 83(1986)-  47 13 11.     (N)    094 51 38.     (W)     SCALED    
 SK0266* NAVD 88     -       418.399  (meters)    1372.70   (feet)  ADJUSTED  
 SK0266  ___________________________________________________________________
 SK0266  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 SK0266  DYNAMIC HT  -         418.439 (meters)    1372.83  (feet)  COMP
 SK0266  MODELED GRAV-     980,695.8   (mgal)                       NAVD 88
 SK0266
 SK0266  VERT ORDER  -  SECOND    CLASS 0
 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
 SK0266.and adjusted by the National Geodetic Survey in June 1991..
 SK0266
 SK0266.The geoid height was determined by GEOID03.
 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  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_MARKER: DB = BENCH MARK DISK
 SK0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0266_SP_SET: MONUMENT
 SK0266_STAMPING: 2908-B 1964
 SK0266_MARK LOGO: MNDT  
 SK0266_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0266+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 SK0266
 SK0266  HISTORY     - Date     Condition        Report By
 SK0266  HISTORY     - 1964     MONUMENTED       MNDT
 SK0266  HISTORY     - 1972     GOOD             MNDT
 SK0266  HISTORY     - 19990401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0267 ***********************************************************************
 SK0267  DESIGNATION -  2908 C
 SK0267  PID         -  SK0267
 SK0267  STATE/COUNTY-  MN/HUBBARD
 SK0267  USGS QUAD   -  LAPORTE (1972)
 SK0267
 SK0267                         *CURRENT SURVEY CONTROL
 SK0267  ___________________________________________________________________
 SK0267* NAD 83(1986)-  47 13 02.     (N)    094 50 35.     (W)     SCALED    
 SK0267* NAVD 88     -       414.067  (meters)    1358.48   (feet)  ADJUSTED  
 SK0267  ___________________________________________________________________
 SK0267  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 SK0267  DYNAMIC HT  -         414.108 (meters)    1358.62  (feet)  COMP
 SK0267  MODELED GRAV-     980,698.7   (mgal)                       NAVD 88
 SK0267
 SK0267  VERT ORDER  -  SECOND    CLASS 0
 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
 SK0267.and adjusted by the National Geodetic Survey in June 1991..
 SK0267
 SK0267.The geoid height was determined by GEOID03.
 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     -   346,620.      755,080.      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: 15TUN604309(NAD 83)
 SK0267_MARKER: DB = BENCH MARK DISK
 SK0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0267_SP_SET: MONUMENT
 SK0267_STAMPING: 2908-C 1964
 SK0267_MARK LOGO: MNDT  
 SK0267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0267+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 SK0267
 SK0267  HISTORY     - Date     Condition        Report By
 SK0267  HISTORY     - 1964     MONUMENTED       MNDT
 SK0267  HISTORY     - 1972     GOOD             MNDT
 SK0267  HISTORY     - 19990401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0269 ***********************************************************************
 SK0269  DESIGNATION -  2908 D
 SK0269  PID         -  SK0269
 SK0269  STATE/COUNTY-  MN/HUBBARD
 SK0269  USGS QUAD   -  LAPORTE (1972)
 SK0269
 SK0269                         *CURRENT SURVEY CONTROL
 SK0269  ___________________________________________________________________
 SK0269* NAD 83(1986)-  47 13 00.     (N)    094 48 48.     (W)     SCALED    
 SK0269* NAVD 88     -       408.175  (meters)    1339.15   (feet)  ADJUSTED  
 SK0269  ___________________________________________________________________
 SK0269  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 SK0269  DYNAMIC HT  -         408.215 (meters)    1339.29  (feet)  COMP
 SK0269  MODELED GRAV-     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
 SK0269.and adjusted by the National Geodetic Survey in June 1991..
 SK0269
 SK0269.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 SK0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0269_SP_SET: MONUMENT
 SK0269_STAMPING: 2908-D 1964
 SK0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0269
 SK0269  HISTORY     - Date     Condition        Report By
 SK0269  HISTORY     - 1964     MONUMENTED       MNDT
 SK0269  HISTORY     - 1972     GOOD             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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0272 ***********************************************************************
 SK0272  DESIGNATION -  2908 F
 SK0272  PID         -  SK0272
 SK0272  STATE/COUNTY-  MN/HUBBARD
 SK0272  USGS QUAD   -  LAPORTE (1972)
 SK0272
 SK0272                         *CURRENT SURVEY CONTROL
 SK0272  ___________________________________________________________________
 SK0272* NAD 83(1996)-  47 12 58.67266(N)    094 46 12.37090(W)     ADJUSTED  
 SK0272* NAVD 88     -       418.767  (meters)    1373.90   (feet)  ADJUSTED  
 SK0272  ___________________________________________________________________
 SK0272  X           -    -360,933.053 (meters)                     COMP
 SK0272  Y           -  -4,325,302.674 (meters)                     COMP
 SK0272  Z           -   4,658,418.209 (meters)                     COMP
 SK0272  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 SK0272  ELLIP HEIGHT-         391.04  (meters)          (12/03/03) GPS OBS
 SK0272  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 SK0272  DYNAMIC HT  -         418.807 (meters)    1374.04  (feet)  COMP
 SK0272  MODELED GRAV-     980,695.9   (mgal)                       NAVD 88
 SK0272
 SK0272  HORZ ORDER  -  FIRST
 SK0272  VERT ORDER  -  SECOND    CLASS 0
 SK0272  ELLP ORDER  -  THIRD     CLASS I
 SK0272
 SK0272.The horizontal coordinates were established by GPS observations
 SK0272.and adjusted by the MN DEPT OF TRANSP in December 2003..
 SK0272
 SK0272.The orthometric height was determined by differential leveling
 SK0272.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 SK0272
 SK0272.The ellipsoidal height was determined by GPS observations
 SK0272.and is referenced to NAD 83.
 SK0272
 SK0272.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0272;SPC MN C     -   346,476.427   760,601.650   MT  1.00004061   -0 22 34.5
 SK0272;UTM  15      - 5,230,720.671   365,972.575   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  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: 15TUN6597330721(NAD 83)
 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_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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       MNDT
 SK0272  HISTORY     - 1972     GOOD             MNDT
 SK0272  HISTORY     - 19990615 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 (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 = OCTOBER  6, 2006
 SK0273 ***********************************************************************
 SK0273  DESIGNATION -  2908 G
 SK0273  PID         -  SK0273
 SK0273  STATE/COUNTY-  MN/HUBBARD
 SK0273  USGS QUAD   -  LAPORTE (1972)
 SK0273
 SK0273                         *CURRENT SURVEY CONTROL
 SK0273  ___________________________________________________________________
 SK0273* NAD 83(1986)-  47 12 56.     (N)    094 45 35.     (W)     SCALED    
 SK0273* NAVD 88     -       417.717  (meters)    1370.46   (feet)  ADJUSTED  
 SK0273  ___________________________________________________________________
 SK0273  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 SK0273  DYNAMIC HT  -         417.757 (meters)    1370.59  (feet)  COMP
 SK0273  MODELED GRAV-     980,695.7   (mgal)                       NAVD 88
 SK0273
 SK0273  VERT ORDER  -  SECOND    CLASS 0
 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
 SK0273.and adjusted by the National Geodetic Survey in June 1991..
 SK0273
 SK0273.The geoid height was determined by GEOID03.
 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  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_MARKER: DD = SURVEY DISK
 SK0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0273_SP_SET: MONUMENT
 SK0273_STAMPING: 2908 G 1964
 SK0273_MARK LOGO: MNDT  
 SK0273_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0273+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 SK0273
 SK0273  HISTORY     - Date     Condition        Report By
 SK0273  HISTORY     - 1964     MONUMENTED       MNDT
 SK0273  HISTORY     - 1972     GOOD             MNDT
 SK0273  HISTORY     - 19990615 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0279 ***********************************************************************
 SK0279  DESIGNATION -  2908 H
 SK0279  PID         -  SK0279
 SK0279  STATE/COUNTY-  MN/HUBBARD
 SK0279  USGS QUAD   -  LAPORTE (1972)
 SK0279
 SK0279                         *CURRENT SURVEY CONTROL
 SK0279  ___________________________________________________________________
 SK0279* NAD 83(1996)-  47 12 52.27127(N)    094 45 11.58397(W)     ADJUSTED  
 SK0279* NAVD 88     -       404.167  (meters)    1326.00   (feet)  ADJUSTED  
 SK0279  ___________________________________________________________________
 SK0279  X           -    -359,669.556 (meters)                     COMP
 SK0279  Y           -  -4,325,543.553 (meters)                     COMP
 SK0279  Z           -   4,658,273.193 (meters)                     COMP
 SK0279  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 SK0279  ELLIP HEIGHT-         376.42  (meters)          (08/29/02) GPS OBS
 SK0279  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 SK0279  DYNAMIC HT  -         404.205 (meters)    1326.13  (feet)  COMP
 SK0279  MODELED GRAV-     980,695.4   (mgal)                       NAVD 88
 SK0279
 SK0279  HORZ ORDER  -  FIRST
 SK0279  VERT ORDER  -  SECOND    CLASS 0
 SK0279  ELLP ORDER  -  THIRD     CLASS I
 SK0279
 SK0279.The horizontal coordinates were established by GPS observations
 SK0279.and adjusted by the MN DEPT OF TRANSP in August 2002..
 SK0279
 SK0279.The orthometric height was determined by differential leveling
 SK0279.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 SK0279
 SK0279.The ellipsoidal height was determined by GPS observations
 SK0279.and is referenced to NAD 83.
 SK0279
 SK0279.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0279;SPC MN C     -   346,270.473   761,879.453   MT  1.00004013   -0 21 50.5
 SK0279;UTM  15      - 5,230,494.210   367,246.611   MT  0.99981659   -1 17 12.8
 SK0279
 SK0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0279!SPC MN C     -   0.99994100  x   1.00004013  =   0.99998113
 SK0279!UTM  15      -   0.99994100  x   0.99981659  =   0.99975760
 SK0279
 SK0279                          SUPERSEDED SURVEY CONTROL
 SK0279
 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: 15TUN6724730494(NAD 83)
 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 1964
 SK0279_MARK LOGO: MNHD  
 SK0279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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       MNDT
 SK0279  HISTORY     - 19990615 GOOD             MNDT
 SK0279  HISTORY     - 20030430 GOOD             MNDT
 SK0279
 SK0279                          STATION DESCRIPTION
 SK0279
 SK0279'DESCRIBED BY MN DEPT OF TRANSP 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 (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 = OCTOBER  6, 2006
 SK0268 ***********************************************************************
 SK0268  DESIGNATION -  2908 K
 SK0268  PID         -  SK0268
 SK0268  STATE/COUNTY-  MN/HUBBARD
 SK0268  USGS QUAD   -  LAPORTE (1972)
 SK0268
 SK0268                         *CURRENT SURVEY CONTROL
 SK0268  ___________________________________________________________________
 SK0268* NAD 83(1986)-  47 12 59.     (N)    094 49 04.     (W)     SCALED    
 SK0268* NAVD 88     -       408.464  (meters)    1340.10   (feet)  ADJUSTED  
 SK0268  ___________________________________________________________________
 SK0268  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 SK0268  DYNAMIC HT  -         408.504 (meters)    1340.23  (feet)  COMP
 SK0268  MODELED GRAV-     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
 SK0268.and adjusted by the National Geodetic Survey in June 1991..
 SK0268
 SK0268.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0282 ***********************************************************************
 SK0282  DESIGNATION -  2908 M
 SK0282  PID         -  SK0282
 SK0282  STATE/COUNTY-  MN/HUBBARD
 SK0282  USGS QUAD   -  BENEDICT (1996)
 SK0282
 SK0282                         *CURRENT SURVEY CONTROL
 SK0282  ___________________________________________________________________
 SK0282* NAD 83(1986)-  47 10 44.     (N)    094 42 57.     (W)     SCALED    
 SK0282* NAVD 88     -       399.116  (meters)    1309.43   (feet)  ADJUSTED  
 SK0282  ___________________________________________________________________
 SK0282  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 SK0282  DYNAMIC HT  -         399.153 (meters)    1309.55  (feet)  COMP
 SK0282  MODELED GRAV-     980,693.3   (mgal)                       NAVD 88
 SK0282
 SK0282  VERT ORDER  -  SECOND    CLASS 0
 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
 SK0282.and adjusted by the National Geodetic Survey in June 1991..
 SK0282
 SK0282.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 SK0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0282_SP_SET: MONUMENT
 SK0282_STAMPING: 2908 M 1972
 SK0282_MARK LOGO: MNDT  
 SK0282_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0282+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 SK0282
 SK0282  HISTORY     - Date     Condition        Report By
 SK0282  HISTORY     - 1972     MONUMENTED       MNDT
 SK0282  HISTORY     - 19990615 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0283 ***********************************************************************
 SK0283  DESIGNATION -  2908 N
 SK0283  PID         -  SK0283
 SK0283  STATE/COUNTY-  MN/HUBBARD
 SK0283  USGS QUAD   -  BENEDICT (1996)
 SK0283
 SK0283                         *CURRENT SURVEY CONTROL
 SK0283  ___________________________________________________________________
 SK0283* NAD 83(1986)-  47 10 08.     (N)    094 42 01.     (W)     SCALED    
 SK0283* NAVD 88     -       397.067  (meters)    1302.71   (feet)  ADJUSTED  
 SK0283  ___________________________________________________________________
 SK0283  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 SK0283  DYNAMIC HT  -         397.103 (meters)    1302.83  (feet)  COMP
 SK0283  MODELED GRAV-     980,692.1   (mgal)                       NAVD 88
 SK0283
 SK0283  VERT ORDER  -  SECOND    CLASS 0
 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
 SK0283.and adjusted by the National Geodetic Survey in June 1991..
 SK0283
 SK0283.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 SK0283_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SK0283_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SK0283_STAMPING: 2908-N 1972
 SK0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0283
 SK0283  HISTORY     - Date     Condition        Report By
 SK0283  HISTORY     - 1972     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0284 ***********************************************************************
 SK0284  DESIGNATION -  2908 O
 SK0284  PID         -  SK0284
 SK0284  STATE/COUNTY-  MN/HUBBARD
 SK0284  USGS QUAD   -  BENEDICT (1996)
 SK0284
 SK0284                         *CURRENT SURVEY CONTROL
 SK0284  ___________________________________________________________________
 SK0284* NAD 83(1986)-  47 09 28.     (N)    094 41 25.     (W)     SCALED    
 SK0284* NAVD 88     -       401.355  (meters)    1316.78   (feet)  ADJUSTED  
 SK0284  ___________________________________________________________________
 SK0284  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 SK0284  DYNAMIC HT  -         401.391 (meters)    1316.90  (feet)  COMP
 SK0284  MODELED GRAV-     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
 SK0284.and adjusted by the National Geodetic Survey in June 1991..
 SK0284
 SK0284.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 SK0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0285 ***********************************************************************
 SK0285  DESIGNATION -  2908 P
 SK0285  PID         -  SK0285
 SK0285  STATE/COUNTY-  MN/HUBBARD
 SK0285  USGS QUAD   -  BENEDICT (1996)
 SK0285
 SK0285                         *CURRENT SURVEY CONTROL
 SK0285  ___________________________________________________________________
 SK0285* NAD 83(1986)-  47 09 07.     (N)    094 40 28.     (W)     SCALED    
 SK0285* NAVD 88     -       398.730  (meters)    1308.17   (feet)  ADJUSTED  
 SK0285  ___________________________________________________________________
 SK0285  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 SK0285  DYNAMIC HT  -         398.766 (meters)    1308.28  (feet)  COMP
 SK0285  MODELED GRAV-     980,691.7   (mgal)                       NAVD 88
 SK0285
 SK0285  VERT ORDER  -  SECOND    CLASS 0
 SK0285
 SK0285.The horizontal coordinates were scaled from a topographic map and have
 SK0285.an estimated accuracy of +/- 6 seconds.
 SK0285
 SK0285.The orthometric height was determined by differential leveling
 SK0285.and adjusted by the National Geodetic Survey in June 1991..
 SK0285
 SK0285.The geoid height was determined by GEOID03.
 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     -   339,280.      767,810.      MT  (+/- 180 meters Scaled)
 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: 15TUN730234(NAD 83)
 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
 SK0285_MARK LOGO: MNHD  
 SK0285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0285+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1996
 SK0285
 SK0285  HISTORY     - Date     Condition        Report By
 SK0285  HISTORY     - 1972     MONUMENTED       MNDT
 SK0285  HISTORY     - 19960930 GOOD             MN-057
 SK0285
 SK0285                          STATION DESCRIPTION
 SK0285
 SK0285'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9280 ***********************************************************************
 DF9280  DESIGNATION -  2908 Q
 DF9280  PID         -  DF9280
 DF9280  STATE/COUNTY-  MN/HUBBARD
 DF9280  USGS QUAD   -  BENEDICT (1996)
 DF9280
 DF9280                         *CURRENT SURVEY CONTROL
 DF9280  ___________________________________________________________________
 DF9280* NAD 83(1996)-  47 12 16.62965(N)    094 44 21.18051(W)     ADJUSTED  
 DF9280* NAVD 88     -       400.38   (meters)    1313.6    (feet)  LEVELING  
 DF9280  ___________________________________________________________________
 DF9280  X           -    -358,679.069 (meters)                     COMP
 DF9280  Y           -  -4,326,433.755 (meters)                     COMP
 DF9280  Z           -   4,657,522.647 (meters)                     COMP
 DF9280  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 DF9280  ELLIP HEIGHT-         372.62  (meters)          (12/03/03) GPS OBS
 DF9280  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DF9280
 DF9280  HORZ ORDER  -  FIRST
 DF9280  VERT ORDER  -  THIRD ?
 DF9280  ELLP ORDER  -  THIRD     CLASS I
 DF9280
 DF9280.The horizontal coordinates were established by GPS observations
 DF9280.and adjusted by the MN DEPT OF TRANSP in December 2003..
 DF9280
 DF9280.The orthometric height was determined by differential leveling.
 DF9280.The vertical network tie was performed by a horz. field party for horz.
 DF9280.obs reductions. Reset procedures were used to establish the elevation.
 DF9280
 DF9280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9280
 DF9280.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9280
 DF9280.The ellipsoidal height was determined by GPS observations
 DF9280.and is referenced to NAD 83.
 DF9280
 DF9280.The geoid height was determined by GEOID03.
 DF9280
 DF9280;                    North         East     Units Scale Factor Converg.
 DF9280;SPC MN C     -   345,163.124   762,933.263   MT  1.00003748   -0 21 14.0
 DF9280;UTM  15      - 5,229,370.288   368,282.222   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  =   0.99997907
 DF9280!UTM  15      -   0.99994160  x   0.99981323  =   0.99975484
 DF9280
 DF9280                          SUPERSEDED SURVEY CONTROL
 DF9280
 DF9280.No superseded survey control is available for this station.
 DF9280
 DF9280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6828229370(NAD 83)
 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 = OCTOBER  6, 2006
 DF9281 ***********************************************************************
 DF9281  DESIGNATION -  2908 R
 DF9281  PID         -  DF9281
 DF9281  STATE/COUNTY-  MN/HUBBARD
 DF9281  USGS QUAD   -  LAPORTE (1972)
 DF9281
 DF9281                         *CURRENT SURVEY CONTROL
 DF9281  ___________________________________________________________________
 DF9281* NAD 83(1996)-  47 13 28.12639(N)    094 52 23.21764(W)     ADJUSTED  
 DF9281* NAVD 88     -       425.98   (meters)    1397.6    (feet)  LEVELING  
 DF9281  ___________________________________________________________________
 DF9281  X           -    -368,652.699 (meters)                     COMP
 DF9281  Y           -  -4,323,986.455 (meters)                     COMP
 DF9281  Z           -   4,659,041.381 (meters)                     COMP
 DF9281  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DF9281  ELLIP HEIGHT-         398.34  (meters)          (12/03/03) GPS OBS
 DF9281  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DF9281
 DF9281  HORZ ORDER  -  FIRST
 DF9281  VERT ORDER  -  THIRD ?
 DF9281  ELLP ORDER  -  THIRD     CLASS I
 DF9281
 DF9281.The horizontal coordinates were established by GPS observations
 DF9281.and adjusted by the MN DEPT OF TRANSP in December 2003..
 DF9281
 DF9281.The orthometric height was determined by differential leveling.
 DF9281.The vertical network tie was performed by a horz. field party for horz.
 DF9281.obs reductions. Reset procedures were used to establish the elevation.
 DF9281
 DF9281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9281
 DF9281.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9281
 DF9281.The ellipsoidal height was determined by GPS observations
 DF9281.and is referenced to NAD 83.
 DF9281
 DF9281.The geoid height was determined by GEOID03.
 DF9281
 DF9281;                    North         East     Units Scale Factor Converg.
 DF9281;SPC MN C     -   347,442.342   752,805.612   MT  1.00004283   -0 27 02.7
 DF9281;UTM  15      - 5,231,811.916   358,194.739   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  =   0.99998039
 DF9281!UTM  15      -   0.99993757  x   0.99984714  =   0.99978472
 DF9281
 DF9281                          SUPERSEDED SURVEY CONTROL
 DF9281
 DF9281.No superseded survey control is available for this station.
 DF9281
 DF9281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5819531812(NAD 83)
 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 - November 26, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9282 ***********************************************************************
 DF9282  DESIGNATION -  2908 S
 DF9282  PID         -  DF9282
 DF9282  STATE/COUNTY-  MN/HUBBARD
 DF9282  USGS QUAD   -  LAPORTE (1972)
 DF9282
 DF9282                         *CURRENT SURVEY CONTROL
 DF9282  ___________________________________________________________________
 DF9282* NAD 83(1996)-  47 12 58.58120(N)    094 49 49.98816(W)     ADJUSTED  
 DF9282* NAVD 88     -       427.60   (meters)    1402.9    (feet)  LEVELING  
 DF9282  ___________________________________________________________________
 DF9282  X           -    -365,496.894 (meters)                     COMP
 DF9282  Y           -  -4,324,927.558 (meters)                     COMP
 DF9282  Z           -   4,658,422.822 (meters)                     COMP
 DF9282  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 DF9282  ELLIP HEIGHT-         399.94  (meters)          (12/03/03) GPS OBS
 DF9282  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DF9282
 DF9282  HORZ ORDER  -  FIRST
 DF9282  VERT ORDER  -  THIRD ?
 DF9282  ELLP ORDER  -  THIRD     CLASS I
 DF9282
 DF9282.The horizontal coordinates were established by GPS observations
 DF9282.and adjusted by the MN DEPT OF TRANSP in December 2003..
 DF9282
 DF9282.The orthometric height was determined by differential leveling.
 DF9282.The vertical network tie was performed by a horz. field party for horz.
 DF9282.obs reductions. Reset procedures were used to establish the elevation.
 DF9282
 DF9282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9282
 DF9282.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9282
 DF9282.The ellipsoidal height was determined by GPS observations
 DF9282.and is referenced to NAD 83.
 DF9282
 DF9282.The geoid height was determined by GEOID03.
 DF9282
 DF9282;                    North         East     Units Scale Factor Converg.
 DF9282;SPC MN C     -   346,505.419   756,022.614   MT  1.00004061   -0 25 11.9
 DF9282;UTM  15      - 5,230,823.431   361,395.572   MT  0.99983611   -1 20 37.3
 DF9282
 DF9282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9282!SPC MN C     -   0.99993731  x   1.00004061  =   0.99997792
 DF9282!UTM  15      -   0.99993731  x   0.99983611  =   0.99977344
 DF9282
 DF9282                          SUPERSEDED SURVEY CONTROL
 DF9282
 DF9282.No superseded survey control is available for this station.
 DF9282
 DF9282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6139630823(NAD 83)
 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 = OCTOBER  6, 2006
 DF9283 ***********************************************************************
 DF9283  DESIGNATION -  2908 T
 DF9283  PID         -  DF9283
 DF9283  STATE/COUNTY-  MN/HUBBARD
 DF9283  USGS QUAD   -  LAPORTE (1972)
 DF9283
 DF9283                         *CURRENT SURVEY CONTROL
 DF9283  ___________________________________________________________________
 DF9283* NAD 83(1996)-  47 13 00.61891(N)    094 51 02.39490(W)     ADJUSTED  
 DF9283* NAVD 88     -       425.90   (meters)    1397.3    (feet)  LEVELING  
 DF9283  ___________________________________________________________________
 DF9283  X           -    -367,011.083 (meters)                     COMP
 DF9283  Y           -  -4,324,751.835 (meters)                     COMP
 DF9283  Z           -   4,658,464.342 (meters)                     COMP
 DF9283  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 DF9283  ELLIP HEIGHT-         398.27  (meters)          (12/03/03) GPS OBS
 DF9283  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DF9283
 DF9283  HORZ ORDER  -  FIRST
 DF9283  VERT ORDER  -  THIRD ?
 DF9283  ELLP ORDER  -  THIRD     CLASS I
 DF9283
 DF9283.The horizontal coordinates were established by GPS observations
 DF9283.and adjusted by the MN DEPT OF TRANSP in December 2003..
 DF9283
 DF9283.The orthometric height was determined by differential leveling.
 DF9283.The vertical network tie was performed by a horz. field party for horz.
 DF9283.obs reductions. Reset procedures were used to establish the elevation.
 DF9283
 DF9283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9283
 DF9283.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9283
 DF9283.The ellipsoidal height was determined by GPS observations
 DF9283.and is referenced to NAD 83.
 DF9283
 DF9283.The geoid height was determined by GEOID03.
 DF9283
 DF9283;                    North         East     Units Scale Factor Converg.
 DF9283;SPC MN C     -   346,579.709   754,499.542   MT  1.00004076   -0 26 04.3
 DF9283;UTM  15      - 5,230,922.249   359,874.203   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  =   0.99997833
 DF9283!UTM  15      -   0.99993758  x   0.99984132  =   0.99977891
 DF9283
 DF9283                          SUPERSEDED SURVEY CONTROL
 DF9283
 DF9283.No superseded survey control is available for this station.
 DF9283
 DF9283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5987430922(NAD 83)
 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 = OCTOBER  6, 2006
 SK0380 ***********************************************************************
 SK0380  DESIGNATION -  2910 A
 SK0380  PID         -  SK0380
 SK0380  STATE/COUNTY-  MN/HUBBARD
 SK0380  USGS QUAD   -  LAKE ITASCA (1972)
 SK0380
 SK0380                         *CURRENT SURVEY CONTROL
 SK0380  ___________________________________________________________________
 SK0380* NAD 83(1996)-  47 14 26.12546(N)    095 10 08.29333(W)     ADJUSTED  
 SK0380* NAVD 88     -       476.337  (meters)    1562.78   (feet)  ADJUSTED  
 SK0380  ___________________________________________________________________
 SK0380  X           -    -390,859.786 (meters)                     COMP
 SK0380  Y           -  -4,320,749.800 (meters)                     COMP
 SK0380  Z           -   4,660,294.814 (meters)                     COMP
 SK0380  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 SK0380  ELLIP HEIGHT-         448.92  (meters)          (07/17/98) GPS OBS
 SK0380  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 SK0380  DYNAMIC HT  -         476.377 (meters)    1562.91  (feet)  COMP
 SK0380  MODELED GRAV-     980,682.8   (mgal)                       NAVD 88
 SK0380
 SK0380  HORZ ORDER  -  FIRST
 SK0380  VERT ORDER  -  SECOND    CLASS I
 SK0380  ELLP ORDER  -  FOURTH    CLASS I
 SK0380
 SK0380.The horizontal coordinates were established by GPS observations
 SK0380.and adjusted by the National Geodetic Survey in July 1998..
 SK0380
 SK0380.The orthometric height was determined by differential leveling
 SK0380.and adjusted by the National Geodetic Survey in June 1991..
 SK0380
 SK0380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0380
 SK0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK0380
 SK0380.The ellipsoidal height was determined by GPS observations
 SK0380.and is referenced to NAD 83.
 SK0380
 SK0380.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0380;SPC MN C     -   349,451.566   730,419.428   MT  1.00004726   -0 39 53.2
 SK0380;UTM  15      - 5,234,182.372   335,847.466   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                                121.310 METERS 13825     |
 SK0380|---------------------------------------------------------------------|
 SK0380
 SK0380                          SUPERSEDED SURVEY CONTROL
 SK0380
 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_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: MNDT  
 SK0380_MAGNETIC: N = NO MAGNETIC MATERIAL
 SK0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0380+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1997
 SK0380
 SK0380  HISTORY     - Date     Condition        Report By
 SK0380  HISTORY     - 1972     MONUMENTED       MNDT
 SK0380  HISTORY     - 19920826 GOOD             MNDT
 SK0380  HISTORY     - 19971118 GOOD             MNDT
 SK0380
 SK0380                          STATION DESCRIPTION
 SK0380
 SK0380'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0381 ***********************************************************************
 SK0381  DESIGNATION -  2910 B
 SK0381  PID         -  SK0381
 SK0381  STATE/COUNTY-  MN/HUBBARD
 SK0381  USGS QUAD   -  LAKE ITASCA (1972)
 SK0381
 SK0381                         *CURRENT SURVEY CONTROL
 SK0381  ___________________________________________________________________
 SK0381* NAD 83(1986)-  47 13 28.     (N)    095 09 39.     (W)     SCALED    
 SK0381* NAVD 88     -       454.916  (meters)    1492.50   (feet)  ADJUSTED  
 SK0381  ___________________________________________________________________
 SK0381  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 SK0381  DYNAMIC HT  -         454.955 (meters)    1492.63  (feet)  COMP
 SK0381  MODELED GRAV-     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
 SK0381.and adjusted by the National Geodetic Survey in June 1991..
 SK0381
 SK0381.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0383 ***********************************************************************
 SK0383  DESIGNATION -  2910 C
 SK0383  PID         -  SK0383
 SK0383  STATE/COUNTY-  MN/HUBBARD
 SK0383  USGS QUAD   -  LAKE ITASCA (1972)
 SK0383
 SK0383                         *CURRENT SURVEY CONTROL
 SK0383  ___________________________________________________________________
 SK0383* NAD 83(1986)-  47 13 08.     (N)    095 08 56.     (W)     SCALED    
 SK0383* NAVD 88     -       472.884  (meters)    1551.45   (feet)  ADJUSTED  
 SK0383  ___________________________________________________________________
 SK0383  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 SK0383  DYNAMIC HT  -         472.925 (meters)    1551.59  (feet)  COMP
 SK0383  MODELED GRAV-     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
 SK0383.and adjusted by the National Geodetic Survey in June 1991..
 SK0383
 SK0383.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0384 ***********************************************************************
 SK0384  DESIGNATION -  2910 D
 SK0384  PID         -  SK0384
 SK0384  STATE/COUNTY-  MN/HUBBARD
 SK0384  USGS QUAD   -  LAKE ITASCA (1972)
 SK0384
 SK0384                         *CURRENT SURVEY CONTROL
 SK0384  ___________________________________________________________________
 SK0384* NAD 83(1986)-  47 12 13.     (N)    095 08 44.     (W)     SCALED    
 SK0384* NAVD 88     -       468.210  (meters)    1536.12   (feet)  ADJUSTED  
 SK0384  ___________________________________________________________________
 SK0384  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 SK0384  DYNAMIC HT  -         468.251 (meters)    1536.25  (feet)  COMP
 SK0384  MODELED GRAV-     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
 SK0384.and adjusted by the National Geodetic Survey in June 1991..
 SK0384
 SK0384.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0501 ***********************************************************************
 SK0501  DESIGNATION -  2912 B
 SK0501  PID         -  SK0501
 SK0501  STATE/COUNTY-  MN/HUBBARD
 SK0501  USGS QUAD   -  ANDRUSIA LAKE (1996)
 SK0501
 SK0501                         *CURRENT SURVEY CONTROL
 SK0501  ___________________________________________________________________
 SK0501* NAD 83(1986)-  47 23 43.     (N)    094 44 16.     (W)     SCALED    
 SK0501* NAVD 88     -       406.829  (meters)    1334.74   (feet)  ADJUSTED  
 SK0501  ___________________________________________________________________
 SK0501  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 SK0501  DYNAMIC HT  -         406.869 (meters)    1334.87  (feet)  COMP
 SK0501  MODELED GRAV-     980,698.9   (mgal)                       NAVD 88
 SK0501
 SK0501  VERT ORDER  -  FIRST     CLASS II
 SK0501
 SK0501.The horizontal coordinates were scaled from a topographic map and have
 SK0501.an estimated accuracy of +/- 6 seconds.
 SK0501
 SK0501.The orthometric height was determined by differential leveling
 SK0501.and adjusted by the National Geodetic Survey in June 1991..
 SK0501
 SK0501.The geoid height was determined by GEOID03.
 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     -   366,360.      763,170.      MT  (+/- 180 meters Scaled)
 SK0501
 SK0501                          SUPERSEDED SURVEY CONTROL
 SK0501
 SK0501.No superseded survey control is available for this station.
 SK0501
 SK0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN688505(NAD 83)
 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 = OCTOBER  6, 2006
 QP0080 ***********************************************************************
 QP0080  DESIGNATION -  291/2 BOLT
 QP0080  PID         -  QP0080
 QP0080  STATE/COUNTY-  MN/BENTON
 QP0080  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 QP0080
 QP0080                         *CURRENT SURVEY CONTROL
 QP0080  ___________________________________________________________________
 QP0080* NAD 83(1986)-  45 38 22.     (N)    094 12 07.     (W)     SCALED    
 QP0080* NAVD 88     -       312.622  (meters)    1025.66   (feet)  ADJUSTED  
 QP0080  ___________________________________________________________________
 QP0080  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 QP0080  DYNAMIC HT  -         312.618 (meters)    1025.65  (feet)  COMP
 QP0080  MODELED GRAV-     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
 QP0080.and adjusted by the National Geodetic Survey in June 1991..
 QP0080
 QP0080.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 QP0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 QP0079 ***********************************************************************
 QP0079  DESIGNATION -  291/2 CAP
 QP0079  PID         -  QP0079
 QP0079  STATE/COUNTY-  MN/BENTON
 QP0079  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 QP0079
 QP0079                         *CURRENT SURVEY CONTROL
 QP0079  ___________________________________________________________________
 QP0079* NAD 83(1986)-  45 38 22.     (N)    094 12 06.     (W)     SCALED    
 QP0079* NAVD 88     -       313.832  (meters)    1029.63   (feet)  ADJUSTED  
 QP0079  ___________________________________________________________________
 QP0079  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 QP0079  DYNAMIC HT  -         313.827 (meters)    1029.61  (feet)  COMP
 QP0079  MODELED GRAV-     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
 QP0079.and adjusted by the National Geodetic Survey in June 1991..
 QP0079.WARNING-Repeat measurements at this control monument indicate possible
 QP0079.vertical movement.
 QP0079
 QP0079.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF4613 ***********************************************************************
 DF4613  DESIGNATION -  2912 E
 DF4613  PID         -  DF4613
 DF4613  STATE/COUNTY-  MN/HUBBARD
 DF4613  USGS QUAD   -  BEMIDJI EAST (1994)
 DF4613
 DF4613                         *CURRENT SURVEY CONTROL
 DF4613  ___________________________________________________________________
 DF4613* NAD 83(1996)-  47 24 05.08948(N)    094 47 36.64303(W)     ADJUSTED  
 DF4613* NAVD 88     -       420.939  (meters)    1381.03   (feet)  ADJUSTED  
 DF4613  ___________________________________________________________________
 DF4613  X           -    -361,436.108 (meters)                     COMP
 DF4613  Y           -  -4,310,080.946 (meters)                     COMP
 DF4613  Z           -   4,672,375.004 (meters)                     COMP
 DF4613  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 DF4613  ELLIP HEIGHT-         392.88  (meters)          (07/22/03) GPS OBS
 DF4613  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DF4613  DYNAMIC HT  -         420.978 (meters)    1381.16  (feet)  COMP
 DF4613  MODELED GRAV-     980,692.8   (mgal)                       NAVD 88
 DF4613
 DF4613  HORZ ORDER  -  FIRST
 DF4613  VERT ORDER  -  SECOND    CLASS I
 DF4613  ELLP ORDER  -  THIRD     CLASS II
 DF4613
 DF4613.The horizontal coordinates were established by GPS observations
 DF4613.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF4613
 DF4613.The orthometric height was determined by differential leveling
 DF4613.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4613
 DF4613.The ellipsoidal height was determined by GPS observations
 DF4613.and is referenced to NAD 83.
 DF4613
 DF4613.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4613;SPC MN C     -   367,069.827   758,969.662   MT  1.00009587   -0 23 35.4
 DF4613;UTM  15      - 5,251,332.697   364,673.625   MT  0.99982506   -1 19 13.5
 DF4613
 DF4613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4613!SPC MN C     -   0.99993842  x   1.00009587  =   1.00003429
 DF4613!UTM  15      -   0.99993842  x   0.99982506  =   0.99976349
 DF4613
 DF4613                          SUPERSEDED SURVEY CONTROL
 DF4613
 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: 15TUN6467451333(NAD 83)
 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_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 - 2001
 DF4613
 DF4613  HISTORY     - Date     Condition        Report By
 DF4613  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4610 ***********************************************************************
 DF4610  DESIGNATION -  2912 F
 DF4610  PID         -  DF4610
 DF4610  STATE/COUNTY-  MN/HUBBARD
 DF4610  USGS QUAD   -  ANDRUSIA LAKE (1996)
 DF4610
 DF4610                         *CURRENT SURVEY CONTROL
 DF4610  ___________________________________________________________________
 DF4610* NAD 83(1996)-  47 23 45.43904(N)    094 43 06.38084(W)     ADJUSTED  
 DF4610* NAVD 88     -       409.614  (meters)    1343.88   (feet)  ADJUSTED  
 DF4610  ___________________________________________________________________
 DF4610  X           -    -355,824.554 (meters)                     COMP
 DF4610  Y           -  -4,310,988.389 (meters)                     COMP
 DF4610  Z           -   4,671,955.850 (meters)                     COMP
 DF4610  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 DF4610  ELLIP HEIGHT-         381.54  (meters)          (07/22/03) GPS OBS
 DF4610  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 DF4610  DYNAMIC HT  -         409.655 (meters)    1344.01  (feet)  COMP
 DF4610  MODELED GRAV-     980,699.6   (mgal)                       NAVD 88
 DF4610
 DF4610  HORZ ORDER  -  FIRST
 DF4610  VERT ORDER  -  SECOND    CLASS I
 DF4610  ELLP ORDER  -  THIRD     CLASS II
 DF4610
 DF4610.The horizontal coordinates were established by GPS observations
 DF4610.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF4610
 DF4610.The orthometric height was determined by differential leveling
 DF4610.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4610
 DF4610.The ellipsoidal height was determined by GPS observations
 DF4610.and is referenced to NAD 83.
 DF4610
 DF4610.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4610;SPC MN C     -   366,426.712   764,633.334   MT  1.00009409   -0 20 19.9
 DF4610;UTM  15      - 5,250,598.271   370,324.578   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  =   1.00003428
 DF4610!UTM  15      -   0.99994020  x   0.99980666  =   0.99974687
 DF4610
 DF4610                          SUPERSEDED SURVEY CONTROL
 DF4610
 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: 15TUN7032550598(NAD 83)
 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 = OCTOBER  6, 2006
 DE6215 ***********************************************************************
 DE6215  DESIGNATION -  2913 A
 DE6215  PID         -  DE6215
 DE6215  STATE/COUNTY-  MN/HUBBARD
 DE6215  USGS QUAD   -  AKELEY (1996)
 DE6215
 DE6215                         *CURRENT SURVEY CONTROL
 DE6215  ___________________________________________________________________
 DE6215* NAD 83(1986)-  47 00 30.     (N)    094 42 57.     (W)     SCALED    
 DE6215* NAVD 88     -       435.721  (meters)    1429.53   (feet)  ADJUSTED  
 DE6215  ___________________________________________________________________
 DE6215  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DE6215  DYNAMIC HT  -         435.754 (meters)    1429.64  (feet)  COMP
 DE6215  MODELED GRAV-     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
 DE6215.and adjusted by the National Geodetic Survey in August 2002..
 DE6215.No vertical observational check was made to the station.
 DE6215
 DE6215.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE6214 ***********************************************************************
 DE6214  DESIGNATION -  2913 B
 DE6214  PID         -  DE6214
 DE6214  STATE/COUNTY-  MN/HUBBARD
 DE6214  USGS QUAD   -  AKELEY (1996)
 DE6214
 DE6214                         *CURRENT SURVEY CONTROL
 DE6214  ___________________________________________________________________
 DE6214* NAD 83(1996)-  47 00 47.59423(N)    094 42 58.15000(W)     ADJUSTED  
 DE6214* NAVD 88     -       433.919  (meters)    1423.62   (feet)  ADJUSTED  
 DE6214  ___________________________________________________________________
 DE6214  X           -    -358,221.194 (meters)                     COMP
 DE6214  Y           -  -4,342,138.397 (meters)                     COMP
 DE6214  Z           -   4,643,064.281 (meters)                     COMP
 DE6214  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DE6214  ELLIP HEIGHT-         406.35  (meters)          (08/29/02) GPS OBS
 DE6214  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DE6214  DYNAMIC HT  -         433.953 (meters)    1423.73  (feet)  COMP
 DE6214  MODELED GRAV-     980,677.9   (mgal)                       NAVD 88
 DE6214
 DE6214  HORZ ORDER  -  FIRST
 DE6214  VERT ORDER  -  SECOND    CLASS I
 DE6214  ELLP ORDER  -  THIRD     CLASS I
 DE6214
 DE6214.The horizontal coordinates were established by GPS observations
 DE6214.and adjusted by the MN DEPT OF TRANSP in August 2002..
 DE6214
 DE6214.The orthometric height was determined by differential leveling
 DE6214.and adjusted by the National Geodetic Survey in August 2002..
 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 DEFLEC99 derived deflections.
 DE6214
 DE6214.The ellipsoidal height was determined by GPS observations
 DE6214.and is referenced to NAD 83.
 DE6214
 DE6214.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE6214;SPC MN C     -   323,874.294   764,555.514   MT  0.99999217   -0 20 14.0
 DE6214;UTM  15      - 5,208,062.465   369,562.027   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 04.4
 DE6214:UTM  15      -  AKELEY                                   185 53 10.4
 DE6214
 DE6214|---------------------------------------------------------------------|
 DE6214| PID    Reference Object                     Distance      Geod. Az  |
 DE6214|                                                           dddmmss.s |
 DE6214| DE6198 AKELEY                              APPROX. 0.6 KM 1843750.4 |
 DE6214|---------------------------------------------------------------------|
 DE6214
 DE6214                          SUPERSEDED SURVEY CONTROL
 DE6214
 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_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 = OCTOBER  6, 2006
 QP0083 ***********************************************************************
 QP0083  DESIGNATION -  292/2 BOLT
 QP0083  PID         -  QP0083
 QP0083  STATE/COUNTY-  MN/BENTON
 QP0083  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 QP0083
 QP0083                         *CURRENT SURVEY CONTROL
 QP0083  ___________________________________________________________________
 QP0083* NAD 83(1986)-  45 40 03.     (N)    094 11 25.     (W)     SCALED    
 QP0083* NAVD 88     -       311.95   (+/-2cm)    1023.5    (feet)  VERTCON   
 QP0083  ___________________________________________________________________
 QP0083  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 QP0083
 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.The vertical order pertains to the NGVD 29 superseded value.
 QP0083
 QP0083.The geoid height was determined by GEOID03.
 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_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             NGS
 QP0083
 QP0083                          STATION DESCRIPTION
 QP0083
 QP0083'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 QP0082 ***********************************************************************
 QP0082  DESIGNATION -  292/2 CAP
 QP0082  PID         -  QP0082
 QP0082  STATE/COUNTY-  MN/BENTON
 QP0082  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 QP0082
 QP0082                         *CURRENT SURVEY CONTROL
 QP0082  ___________________________________________________________________
 QP0082* NAD 83(1986)-  45 40 03.     (N)    094 11 25.     (W)     SCALED    
 QP0082* NAVD 88     -       313.206  (meters)    1027.58   (feet)  ADJUSTED  
 QP0082  ___________________________________________________________________
 QP0082  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 QP0082  DYNAMIC HT  -         313.203 (meters)    1027.57  (feet)  COMP
 QP0082  MODELED GRAV-     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
 QP0082.and adjusted by the National Geodetic Survey in June 1991..
 QP0082
 QP0082.The geoid height was determined by GEOID03.
 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_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             NGS
 QP0082  HISTORY     - 1976     GOOD             NGS
 QP0082
 QP0082                          STATION DESCRIPTION
 QP0082
 QP0082'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 QP0086 ***********************************************************************
 QP0086  DESIGNATION -  293/2 BOLT
 QP0086  PID         -  QP0086
 QP0086  STATE/COUNTY-  MN/BENTON
 QP0086  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 QP0086
 QP0086                         *CURRENT SURVEY CONTROL
 QP0086  ___________________________________________________________________
 QP0086* NAD 83(1986)-  45 41 53.     (N)    094 12 27.     (W)     SCALED    
 QP0086* NAVD 88     -       314.11   (+/-2cm)    1030.5    (feet)  VERTCON   
 QP0086  ___________________________________________________________________
 QP0086  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 QP0086
 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.The vertical order pertains to the NGVD 29 superseded value.
 QP0086
 QP0086.The geoid height was determined by GEOID03.
 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_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             NGS
 QP0086
 QP0086                          STATION DESCRIPTION
 QP0086
 QP0086'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 QP0085 ***********************************************************************
 QP0085  DESIGNATION -  293/2 CAP
 QP0085  PID         -  QP0085
 QP0085  STATE/COUNTY-  MN/BENTON
 QP0085  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 QP0085
 QP0085                         *CURRENT SURVEY CONTROL
 QP0085  ___________________________________________________________________
 QP0085* NAD 83(1986)-  45 41 53.     (N)    094 12 27.     (W)     SCALED    
 QP0085* NAVD 88     -       315.32   (+/-2cm)    1034.5    (feet)  VERTCON   
 QP0085  ___________________________________________________________________
 QP0085  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 QP0085
 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.The vertical order pertains to the NGVD 29 superseded value.
 QP0085
 QP0085.The geoid height was determined by GEOID03.
 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_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             NGS
 QP0085
 QP0085                          STATION DESCRIPTION
 QP0085
 QP0085'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 QP0094 ***********************************************************************
 QP0094  DESIGNATION -  294/2 CAP
 QP0094  PID         -  QP0094
 QP0094  STATE/COUNTY-  MN/BENTON
 QP0094  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 QP0094
 QP0094                         *CURRENT SURVEY CONTROL
 QP0094  ___________________________________________________________________
 QP0094* NAD 83(1986)-  45 43 47.     (N)    094 12 53.     (W)     SCALED    
 QP0094* NAVD 88     -       322.481  (meters)    1058.01   (feet)  ADJUSTED  
 QP0094  ___________________________________________________________________
 QP0094  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 QP0094  DYNAMIC HT  -         322.480 (meters)    1058.00  (feet)  COMP
 QP0094  MODELED GRAV-     980,603.9   (mgal)                       NAVD 88
 QP0094
 QP0094  VERT ORDER  -  FIRST     CLASS I
 QP0094
 QP0094.The horizontal coordinates were scaled from a topographic map and have
 QP0094.an estimated accuracy of +/- 6 seconds.
 QP0094
 QP0094.The orthometric height was determined by differential leveling
 QP0094.and adjusted by the National Geodetic Survey in June 1991..
 QP0094
 QP0094.The geoid height was determined by GEOID03.
 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     -   181,110.      802,750.      MT  (+/- 180 meters Scaled)
 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: 15TVL054647(NAD 83)
 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             NGS
 QP0094  HISTORY     - 1976     GOOD             NGS
 QP0094
 QP0094                          STATION DESCRIPTION
 QP0094
 QP0094'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0098 ***********************************************************************
 QP0098  DESIGNATION -  295/2 BOLT
 QP0098  PID         -  QP0098
 QP0098  STATE/COUNTY-  MN/BENTON
 QP0098  USGS QUAD   -  ROYALTON (1978)
 QP0098
 QP0098                         *CURRENT SURVEY CONTROL
 QP0098  ___________________________________________________________________
 QP0098* NAD 83(1986)-  45 45 13.     (N)    094 15 31.     (W)     SCALED    
 QP0098* NAVD 88     -       320.81   (+/-2cm)    1052.5    (feet)  VERTCON   
 QP0098  ___________________________________________________________________
 QP0098  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 QP0098
 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.The vertical order pertains to the NGVD 29 superseded value.
 QP0098
 QP0098.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0101 ***********************************************************************
 QP0101  DESIGNATION -  296/2 BOLT
 QP0101  PID         -  QP0101
 QP0101  STATE/COUNTY-  MN/BENTON
 QP0101  USGS QUAD   -  ROYALTON (1978)
 QP0101
 QP0101                         *CURRENT SURVEY CONTROL
 QP0101  ___________________________________________________________________
 QP0101* NAD 83(1986)-  45 47 06.     (N)    094 17 41.     (W)     SCALED    
 QP0101* NAVD 88     -       318.38   (+/-2cm)    1044.6    (feet)  VERTCON   
 QP0101  ___________________________________________________________________
 QP0101  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 QP0101
 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.The vertical order pertains to the NGVD 29 superseded value.
 QP0101
 QP0101.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0100 ***********************************************************************
 QP0100  DESIGNATION -  296/2 CAP
 QP0100  PID         -  QP0100
 QP0100  STATE/COUNTY-  MN/BENTON
 QP0100  USGS QUAD   -  ROYALTON (1978)
 QP0100
 QP0100                         *CURRENT SURVEY CONTROL
 QP0100  ___________________________________________________________________
 QP0100* NAD 83(1986)-  45 47 06.     (N)    094 17 42.     (W)     SCALED    
 QP0100* NAVD 88     -       319.59   (+/-2cm)    1048.5    (feet)  VERTCON   
 QP0100  ___________________________________________________________________
 QP0100  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 QP0100
 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.The vertical order pertains to the NGVD 29 superseded value.
 QP0100
 QP0100.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0104 ***********************************************************************
 QP0104  DESIGNATION -  297/2 BOLT
 QP0104  PID         -  QP0104
 QP0104  STATE/COUNTY-  MN/BENTON
 QP0104  USGS QUAD   -  ROYALTON (1978)
 QP0104
 QP0104                         *CURRENT SURVEY CONTROL
 QP0104  ___________________________________________________________________
 QP0104* NAD 83(1986)-  45 48 45.     (N)    094 20 09.     (W)     SCALED    
 QP0104* NAVD 88     -       324.64   (+/-2cm)    1065.1    (feet)  VERTCON   
 QP0104  ___________________________________________________________________
 QP0104  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 QP0104
 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.The vertical order pertains to the NGVD 29 superseded value.
 QP0104
 QP0104.The geoid height was determined by GEOID03.
 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_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             NGS
 QP0104
 QP0104                          STATION DESCRIPTION
 QP0104
 QP0104'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 QP0103 ***********************************************************************
 QP0103  DESIGNATION -  297/2 CAP
 QP0103  PID         -  QP0103
 QP0103  STATE/COUNTY-  MN/BENTON
 QP0103  USGS QUAD   -  ROYALTON (1978)
 QP0103
 QP0103                         *CURRENT SURVEY CONTROL
 QP0103  ___________________________________________________________________
 QP0103* NAD 83(1986)-  45 48 45.     (N)    094 20 09.     (W)     SCALED    
 QP0103* NAVD 88     -       325.85   (+/-2cm)    1069.1    (feet)  VERTCON   
 QP0103  ___________________________________________________________________
 QP0103  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 QP0103
 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.The vertical order pertains to the NGVD 29 superseded value.
 QP0103
 QP0103.The geoid height was determined by GEOID03.
 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_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             NGS
 QP0103
 QP0103                          STATION DESCRIPTION
 QP0103
 QP0103'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 QP0107 ***********************************************************************
 QP0107  DESIGNATION -  298/2 BOLT
 QP0107  PID         -  QP0107
 QP0107  STATE/COUNTY-  MN/MORRISON
 QP0107  USGS QUAD   -  ROYALTON (1978)
 QP0107
 QP0107                         *CURRENT SURVEY CONTROL
 QP0107  ___________________________________________________________________
 QP0107* NAD 83(1986)-  45 50 45.     (N)    094 20 39.     (W)     SCALED    
 QP0107* NAVD 88     -       331.33   (+/-2cm)    1087.0    (feet)  VERTCON   
 QP0107  ___________________________________________________________________
 QP0107  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 QP0107
 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.The vertical order pertains to the NGVD 29 superseded value.
 QP0107
 QP0107.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0106 ***********************************************************************
 QP0106  DESIGNATION -  298/2 CAP
 QP0106  PID         -  QP0106
 QP0106  STATE/COUNTY-  MN/MORRISON
 QP0106  USGS QUAD   -  ROYALTON (1978)
 QP0106
 QP0106                         *CURRENT SURVEY CONTROL
 QP0106  ___________________________________________________________________
 QP0106* NAD 83(1986)-  45 50 45.     (N)    094 20 39.     (W)     SCALED    
 QP0106* NAVD 88     -       332.574  (meters)    1091.12   (feet)  ADJUSTED  
 QP0106  ___________________________________________________________________
 QP0106  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 QP0106  DYNAMIC HT  -         332.577 (meters)    1091.13  (feet)  COMP
 QP0106  MODELED GRAV-     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
 QP0106.and adjusted by the National Geodetic Survey in June 1991..
 QP0106
 QP0106.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0110 ***********************************************************************
 QP0110  DESIGNATION -  299/2 BOLT
 QP0110  PID         -  QP0110
 QP0110  STATE/COUNTY-  MN/MORRISON
 QP0110  USGS QUAD   -  LITTLE FALLS EAST (1978)
 QP0110
 QP0110                         *CURRENT SURVEY CONTROL
 QP0110  ___________________________________________________________________
 QP0110* NAD 83(1986)-  45 53 00.     (N)    094 21 26.     (W)     SCALED    
 QP0110* NAVD 88     -       332.76   (+/-2cm)    1091.7    (feet)  VERTCON   
 QP0110  ___________________________________________________________________
 QP0110  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 QP0110
 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.The vertical order pertains to the NGVD 29 superseded value.
 QP0110
 QP0110.The geoid height was determined by GEOID03.
 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_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             NGS
 QP0110
 QP0110                          STATION DESCRIPTION
 QP0110
 QP0110'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 QQ0063 ***********************************************************************
 QQ0063  DESIGNATION -  3
 QQ0063  PID         -  QQ0063
 QQ0063  STATE/COUNTY-  MN/BIG STONE
 QQ0063  USGS QUAD   -  ORTONVILLE (1971)
 QQ0063
 QQ0063                         *CURRENT SURVEY CONTROL
 QQ0063  ___________________________________________________________________
 QQ0063* NAD 83(1986)-  45 18 16.     (N)    096 26 36.     (W)     SCALED    
 QQ0063* NAVD 88     -       295.949  (meters)     970.96   (feet)  ADJUSTED  
 QQ0063  ___________________________________________________________________
 QQ0063  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 QQ0063  DYNAMIC HT  -         295.931 (meters)     970.90  (feet)  COMP
 QQ0063  MODELED GRAV-     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
 QQ0063.and adjusted by the National Geodetic Survey in June 1991..
 QQ0063.WARNING-Repeat measurements at this control monument indicate possible
 QQ0063.vertical movement.
 QQ0063
 QQ0063.The geoid height was determined by GEOID03.
 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     -   358,920.      608,400.      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: 14TQR004199(NAD 83)
 QQ0063_MARKER: B = BOLT
 QQ0063_SETTING: 0 = UNSPECIFIED SETTING
 QQ0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0063
 QQ0063  HISTORY     - Date     Condition        Report By
 QQ0063  HISTORY     - 1934     MONUMENTED       USE
 QQ0063  HISTORY     - 1934     GOOD             NGS
 QQ0063  HISTORY     - 20040805 MARK NOT FOUND   MNDT
 QQ0063
 QQ0063                          STATION DESCRIPTION
 QQ0063
 QQ0063'DESCRIBED BY NATIONAL 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0343 ***********************************************************************
 PP0343  DESIGNATION -  3 001
 PP0343  PID         -  PP0343
 PP0343  STATE/COUNTY-  MN/OLMSTED
 PP0343  USGS QUAD   -  PINE ISLAND (1965)
 PP0343
 PP0343                         *CURRENT SURVEY CONTROL
 PP0343  ___________________________________________________________________
 PP0343* NAD 83(1986)-  44 11 34.     (N)    092 38 54.     (W)     SCALED    
 PP0343* NAVD 88     -       306.544  (meters)    1005.72   (feet)  ADJUSTED  
 PP0343  ___________________________________________________________________
 PP0343  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 PP0343  DYNAMIC HT  -         306.485 (meters)    1005.53  (feet)  COMP
 PP0343  MODELED GRAV-     980,418.4   (mgal)                       NAVD 88
 PP0343
 PP0343  VERT ORDER  -  SECOND    CLASS 0
 PP0343
 PP0343.The horizontal coordinates were scaled from a topographic map and have
 PP0343.an estimated accuracy of +/- 6 seconds.
 PP0343
 PP0343.The orthometric height was determined by differential leveling
 PP0343.and adjusted by the National Geodetic Survey in June 1991..
 PP0343
 PP0343.The geoid height was determined by GEOID03.
 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     -   233,430.      908,050.      MT  (+/- 180 meters Scaled)
 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: 15TWJ281933(NAD 83)
 PP0343_MARKER: DD = SURVEY DISK
 PP0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 QO0826 ***********************************************************************
 QO0826  DESIGNATION -  3 ADP
 QO0826  PID         -  QO0826
 QO0826  STATE/COUNTY-  MN/ANOKA
 QO0826  USGS QUAD   -  TYPO LAKE (1974)
 QO0826
 QO0826                         *CURRENT SURVEY CONTROL
 QO0826  ___________________________________________________________________
 QO0826* NAD 83(1986)-  45 23 03.     (N)    093 06 00.     (W)     SCALED    
 QO0826* NAVD 88     -       279.514  (meters)     917.04   (feet)  ADJUSTED  
 QO0826  ___________________________________________________________________
 QO0826  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 QO0826  DYNAMIC HT  -         279.495 (meters)     916.98  (feet)  COMP
 QO0826  MODELED GRAV-     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
 QO0826.and adjusted by the National Geodetic Survey in June 1991..
 QO0826
 QO0826.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 RN0081 ***********************************************************************
 RN0081  DESIGNATION -  3 BOLT
 RN0081  PID         -  RN0081
 RN0081  STATE/COUNTY-  MN/ST LOUIS
 RN0081  USGS QUAD   -  ESKO (1993)
 RN0081
 RN0081                         *CURRENT SURVEY CONTROL
 RN0081  ___________________________________________________________________
 RN0081* NAD 83(1986)-  46 41 26.     (N)    092 16 42.     (W)     SCALED    
 RN0081* NAVD 88     -       291.180  (meters)     955.31   (feet)  ADJUSTED  
 RN0081  ___________________________________________________________________
 RN0081  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 RN0081  DYNAMIC HT  -         291.204 (meters)     955.39  (feet)  COMP
 RN0081  MODELED GRAV-     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
 RN0081.and adjusted by the National Geodetic Survey in June 1991..
 RN0081
 RN0081.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN0080 ***********************************************************************
 RN0080  DESIGNATION -  3 CAP
 RN0080  PID         -  RN0080
 RN0080  STATE/COUNTY-  MN/ST LOUIS
 RN0080  USGS QUAD   -  ESKO (1993)
 RN0080
 RN0080                         *CURRENT SURVEY CONTROL
 RN0080  ___________________________________________________________________
 RN0080* NAD 83(1986)-  46 41 24.     (N)    092 16 42.     (W)     SCALED    
 RN0080* NAVD 88     -       292.400  (meters)     959.32   (feet)  ADJUSTED  
 RN0080  ___________________________________________________________________
 RN0080  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 RN0080  DYNAMIC HT  -         292.425 (meters)     959.40  (feet)  COMP
 RN0080  MODELED GRAV-     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
 RN0080.and adjusted by the National Geodetic Survey in June 1991..
 RN0080.WARNING-Repeat measurements at this control monument indicate possible
 RN0080.vertical movement.
 RN0080
 RN0080.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0673 ***********************************************************************
 SK0673  DESIGNATION -  3 CER
 SK0673  PID         -  SK0673
 SK0673  STATE/COUNTY-  MN/CLEARWATER
 SK0673  USGS QUAD   -  SHEVLIN (1969)
 SK0673
 SK0673                         *CURRENT SURVEY CONTROL
 SK0673  ___________________________________________________________________
 SK0673* NAD 83(1986)-  47 36 58.     (N)    095 16 10.     (W)     SCALED    
 SK0673* NAVD 88     -       456.196  (meters)    1496.70   (feet)  ADJUSTED  
 SK0673  ___________________________________________________________________
 SK0673  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 SK0673  DYNAMIC HT  -         456.250 (meters)    1496.88  (feet)  COMP
 SK0673  MODELED GRAV-     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
 SK0673.and adjusted by the National Geodetic Survey in June 1991..
 SK0673
 SK0673.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 SK0673_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SK0673+WITH SETTING: PAVEMENT
 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 = OCTOBER  6, 2006
 SK0674 ***********************************************************************
 SK0674  DESIGNATION -  3 CER A TBM
 SK0674  PID         -  SK0674
 SK0674  STATE/COUNTY-  MN/CLEARWATER
 SK0674  USGS QUAD   -  LEONARD (1969)
 SK0674
 SK0674                         *CURRENT SURVEY CONTROL
 SK0674  ___________________________________________________________________
 SK0674* NAD 83(1986)-  47 37 56.     (N)    095 16 16.     (W)     SCALED    
 SK0674* NAVD 88     -       437.497  (meters)    1435.35   (feet)  ADJUSTED  
 SK0674  ___________________________________________________________________
 SK0674  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 SK0674  DYNAMIC HT  -         437.550 (meters)    1435.53  (feet)  COMP
 SK0674  MODELED GRAV-     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
 SK0674.and adjusted by the National Geodetic Survey in June 1991..
 SK0674
 SK0674.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 SK0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0674_SP_SET: IN METAL CULVERT
 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 = OCTOBER  6, 2006
 SK0672 ***********************************************************************
 SK0672  DESIGNATION -  3 CER RM
 SK0672  PID         -  SK0672
 SK0672  STATE/COUNTY-  MN/CLEARWATER
 SK0672  USGS QUAD   -  SHEVLIN (1969)
 SK0672
 SK0672                         *CURRENT SURVEY CONTROL
 SK0672  ___________________________________________________________________
 SK0672* NAD 83(1986)-  47 36 58.     (N)    095 16 14.     (W)     SCALED    
 SK0672* NAVD 88     -       453.667  (meters)    1488.41   (feet)  ADJUSTED  
 SK0672  ___________________________________________________________________
 SK0672  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 SK0672  DYNAMIC HT  -         453.721 (meters)    1488.58  (feet)  COMP
 SK0672  MODELED GRAV-     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
 SK0672.and adjusted by the National Geodetic Survey in June 1991..
 SK0672
 SK0672.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 SK0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0672_SP_SET: IN METAL CULVERT
 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 = OCTOBER  6, 2006
 QP0378 ***********************************************************************
 QP0378  DESIGNATION -  3 ERS TT RESET
 QP0378  PID         -  QP0378
 QP0378  STATE/COUNTY-  MN/WRIGHT
 QP0378  USGS QUAD   -  CLEARWATER (1991)
 QP0378
 QP0378                         *CURRENT SURVEY CONTROL
 QP0378  ___________________________________________________________________
 QP0378* NAD 83(1986)-  45 23 12.     (N)    094 00 13.     (W)     SCALED    
 QP0378* NAVD 88     -       298.240  (meters)     978.48   (feet)  ADJUSTED  
 QP0378  ___________________________________________________________________
 QP0378  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 QP0378  DYNAMIC HT  -         298.224 (meters)     978.42  (feet)  COMP
 QP0378  MODELED GRAV-     980,554.4   (mgal)                       NAVD 88
 QP0378
 QP0378  VERT ORDER  -  SECOND    CLASS 0
 QP0378
 QP0378.The horizontal coordinates were scaled from a topographic map and have
 QP0378.an estimated accuracy of +/- 6 seconds.
 QP0378
 QP0378.The orthometric height was determined by differential leveling
 QP0378.and adjusted by the National Geodetic Survey in June 1991..
 QP0378
 QP0378.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QP0378;SPC MN S     -   365,200.      799,720.      MT  (+/- 180 meters Scaled)
 QP0378
 QP0378                          SUPERSEDED SURVEY CONTROL
 QP0378
 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: 15TVL214263(NAD 83)
 QP0378_MARKER: DD = SURVEY DISK
 QP0378_SETTING: 0 = UNSPECIFIED SETTING
 QP0378_STAMPING: 3 ERS 1950 RESET 1958
 QP0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0378
 QP0378  HISTORY     - Date     Condition        Report By
 QP0378  HISTORY     - 1958     MONUMENTED       USGS
 QP0378  HISTORY     - 1968     GOOD             MNDT
 QP0378  HISTORY     - 1977     GOOD             MNDT
 QP0378
 QP0378                          STATION DESCRIPTION
 QP0378
 QP0378'DESCRIBED 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1141 ***********************************************************************
 QP1141  DESIGNATION -  3 ERS TT RESET
 QP1141  PID         -  QP1141
 QP1141  STATE/COUNTY-  MN/WRIGHT
 QP1141  USGS QUAD   -  CLEARWATER (1991)
 QP1141
 QP1141                         *CURRENT SURVEY CONTROL
 QP1141  ___________________________________________________________________
 QP1141* NAD 83(1996)-  45 23 09.06384(N)    094 00 15.71892(W)     ADJUSTED  
 QP1141* NAVD 88     -       298.1    (meters)     978.     (feet)  VERTCON   
 QP1141  ___________________________________________________________________
 QP1141  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 QP1141  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 QP1141
 QP1141  HORZ ORDER  -  SECOND
 QP1141
 QP1141.The horizontal coordinates were established by classical geodetic methods
 QP1141.and adjusted by the National Geodetic Survey in March 1999..
 QP1141
 QP1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP1141
 QP1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1141
 QP1141.The geoid height was determined by GEOID03.
 QP1141
 QP1141;                    North         East     Units Scale Factor Converg.
 QP1141;SPC MN S     -   365,108.417   799,658.030   MT  1.00004137   -0 00 11.0
 QP1141;UTM  15      - 5,026,305.608   421,373.717   MT  0.99967601   -0 42 54.0
 QP1141
 QP1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1141!SPC MN S     -   0.99995757  x   1.00004137  =   0.99999894
 QP1141!UTM  15      -   0.99995757  x   0.99967601  =   0.99963359
 QP1141
 QP1141                          SUPERSEDED SURVEY CONTROL
 QP1141
 QP1141  NAD 83(1986)-  45 23 09.06031(N)    094 00 15.71076(W) AD(       ) 2
 QP1141  NAD 27      -  45 23 09.18603(N)    094 00 14.76380(W) AD(       ) 2
 QP1141  NGVD 29 (07/19/86)  298.0    (m)          978.     (f) VERT ANG       
 QP1141
 QP1141.Superseded values are not recommended for survey control.
 QP1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1141.See file dsdata.txt to determine how the superseded data were derived.
 QP1141
 QP1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2137426306(NAD 83)
 QP1141
 QP1141  HISTORY     - Date     Condition        Report By
 QP1141  HISTORY     - 1958     MONUMENTED       USGS
 QP1141  HISTORY     - 1963     GOOD             CGS
 QP1141
 QP1141                          STATION DESCRIPTION
 QP1141
 QP1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BAF)
 QP1141'THE MARK IS LOCATED 3.0 MILES SE OF THE TOWN OF CLEARWATER
 QP1141'IN THE SE 1/4, SECTION 7, T122N, R26W ON COUNTY ROAD R/W.
 QP1141'
 QP1141'TO REACH THE MARK FROM THE JUNCTION OF T.H. 152 AND T.H. 24
 QP1141'IN CLEARWATER GO SE ON T.H. 152 FOR 3.2 MILES TO COUNTY ROAD
 QP1141'CROSSING, TURN LEFT AND GO EAST FOR 0.1 MILE TO MARK ON RIGHT.
 QP1141'
 QP1141'*THE MARK IS A STANDARD U.S.G.S. TRAVERSE STATION DISK SET
 QP1141'IN AN 8 INCH SQUARE CONCRETE MONUMENT PROJECTING 0.3 FT.
 QP1141'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 290 FT. ESE OF
 QP1141'THE SE CORNER OF RAILROAD BRIDGE, 38.0 FT. SOUTH OF THE
 QP1141'CENTERLINE OF COUNTY ROAD AND 3.8 FT. EAST OF A TELEPHONE POLE.
 QP1141'
 QP1141'*THE DISK IS STAMPED 3 ERS 1950 TT RESET 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4767 ***********************************************************************
 DF4767  DESIGNATION -  3 GJS
 DF4767  PID         -  DF4767
 DF4767  STATE/COUNTY-  MN/DODGE
 DF4767  USGS QUAD   -  HAYFIELD NW (1966)
 DF4767
 DF4767                         *CURRENT SURVEY CONTROL
 DF4767  ___________________________________________________________________
 DF4767* NAD 83(1996)-  43 59 37.56521(N)    092 53 58.40602(W)     ADJUSTED  
 DF4767* NAVD 88     -       388.0    (meters)    1273.     (feet)  GPS OBS   
 DF4767  ___________________________________________________________________
 DF4767  X           -    -232,500.581 (meters)                     COMP
 DF4767  Y           -  -4,590,331.171 (meters)                     COMP
 DF4767  Z           -   4,407,842.724 (meters)                     COMP
 DF4767  LAPLACE CORR-          -9.20  (seconds)                    DEFLEC99
 DF4767  ELLIP HEIGHT-         358.83  (meters)          (04/02/03) GPS OBS
 DF4767  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DF4767
 DF4767  HORZ ORDER  -  FIRST
 DF4767  ELLP ORDER  -  THIRD     CLASS II
 DF4767
 DF4767.The horizontal coordinates were established by GPS observations
 DF4767.and adjusted by the MN DEPT OF TRANSP in April 2003..
 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 DEFLEC99 derived deflections.
 DF4767
 DF4767.The ellipsoidal height was determined by GPS observations
 DF4767.and is referenced to NAD 83.
 DF4767
 DF4767.The geoid height was determined by GEOID03.
 DF4767
 DF4767;                    North         East     Units Scale Factor Converg.
 DF4767;SPC MN S     -   211,013.748   888,265.459   MT  0.99996105   +0 46 16.8
 DF4767;UTM  15      - 4,871,185.582   508,053.753   MT  0.99960080   +0 04 11.2
 DF4767
 DF4767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4767!SPC MN S     -   0.99994374  x   0.99996105  =   0.99990479
 DF4767!UTM  15      -   0.99994374  x   0.99960080  =   0.99954456
 DF4767
 DF4767                          SUPERSEDED SURVEY CONTROL
 DF4767
 DF4767.No superseded survey control is available for this station.
 DF4767
 DF4767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0805471186(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1099 ***********************************************************************
 PQ1099  DESIGNATION -  3 JA
 PQ1099  PID         -  PQ1099
 PQ1099  STATE/COUNTY-  MN/LYON
 PQ1099  USGS QUAD   -  RUSSELL (1963)
 PQ1099
 PQ1099                         *CURRENT SURVEY CONTROL
 PQ1099  ___________________________________________________________________
 PQ1099* NAD 83(1996)-  44 15 15.97912(N)    095 59 25.79196(W)     ADJUSTED  
 PQ1099* NAVD 88     -       510.1    (meters)    1674.     (feet)  VERTCON   
 PQ1099  ___________________________________________________________________
 PQ1099  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 PQ1099  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 PQ1099
 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 DEFLEC99 derived deflections.
 PQ1099
 PQ1099.The geoid height was determined by GEOID03.
 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;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  =   0.99985544
 PQ1099!UTM  15      -   0.99992415  x   1.00030101  =   1.00022513
 PQ1099!UTM  14      -   0.99992415  x   1.00030995  =   1.00023407
 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: 15TTK6126404483(NAD 83)
 PQ1099_MARKER: DB = BENCH MARK DISK
 PQ1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1099_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 AF9309 ***********************************************************************
 AF9309  DESIGNATION -  3 KED
 AF9309  PID         -  AF9309
 AF9309  STATE/COUNTY-  MN/KANDIYOHI
 AF9309  USGS QUAD   -  SUNBURG (1967)
 AF9309
 AF9309                         *CURRENT SURVEY CONTROL
 AF9309  ___________________________________________________________________
 AF9309* NAD 83(1986)-  45 20 52.     (N)    095 14 18.     (W)     SCALED    
 AF9309* NAVD 88     -       383.928  (meters)    1259.60   (feet)  ADJUSTED  
 AF9309  ___________________________________________________________________
 AF9309  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AF9309  DYNAMIC HT  -         383.904 (meters)    1259.53  (feet)  COMP
 AF9309  MODELED GRAV-     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
 AF9309.and adjusted by the National Geodetic Survey in September 1998..
 AF9309
 AF9309.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG5406 ***********************************************************************
 DG5406  DESIGNATION -  3 KEE
 DG5406  PID         -  DG5406
 DG5406  STATE/COUNTY-  MN/TODD
 DG5406  USGS QUAD   -  MOTLEY (1963)
 DG5406
 DG5406                         *CURRENT SURVEY CONTROL
 DG5406  ___________________________________________________________________
 DG5406* NAD 83(1996)-  46 18 39.27881(N)    094 44 46.09268(W)     ADJUSTED  
 DG5406* NAVD 88     -       385.9    (meters)    1266.     (feet)  GPS OBS   
 DG5406  ___________________________________________________________________
 DG5406  X           -    -365,189.319 (meters)                     COMP
 DG5406  Y           -  -4,398,509.232 (meters)                     COMP
 DG5406  Z           -   4,589,446.223 (meters)                     COMP
 DG5406  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 DG5406  ELLIP HEIGHT-         358.86  (meters)          (05/07/04) GPS OBS
 DG5406  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DG5406
 DG5406  HORZ ORDER  -  FIRST
 DG5406  ELLP ORDER  -  FOURTH    CLASS I
 DG5406
 DG5406.The horizontal coordinates were established by GPS observations
 DG5406.and adjusted by the MN DEPT OF TRANSP in May 2004..
 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 DEFLEC99 derived deflections.
 DG5406
 DG5406.The ellipsoidal height was determined by GPS observations
 DG5406.and is referenced to NAD 83.
 DG5406
 DG5406.The geoid height was determined by GEOID03.
 DG5406
 DG5406;                    North         East     Units Scale Factor Converg.
 DG5406;SPC MN C     -   245,822.257   761,786.658   MT  0.99992211   -0 21 32.0
 DG5406;UTM  15      - 5,130,074.390   365,552.805   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  =   0.99986586
 DG5406!UTM  15      -   0.99994375  x   0.99982220  =   0.99976596
 DG5406
 DG5406                          SUPERSEDED SURVEY CONTROL
 DG5406
 DG5406.No superseded survey control is available for this station.
 DG5406
 DG5406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6555330074(NAD 83)
 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 = OCTOBER  6, 2006
 QO1166 ***********************************************************************
 QO1166  DESIGNATION -  3 KOS
 QO1166  PID         -  QO1166
 QO1166  STATE/COUNTY-  MN/HENNEPIN
 QO1166  USGS QUAD   -  ROCKFORD (1993)
 QO1166
 QO1166                         *CURRENT SURVEY CONTROL
 QO1166  ___________________________________________________________________
 QO1166* NAD 83(1986)-  45 03 59.     (N)    093 44 02.     (W)     SCALED    
 QO1166* NAVD 88     -       286.325  (meters)     939.38   (feet)  ADJUSTED  
 QO1166  ___________________________________________________________________
 QO1166  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 QO1166  DYNAMIC HT  -         286.301 (meters)     939.31  (feet)  COMP
 QO1166  MODELED GRAV-     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
 QO1166.and adjusted by the National Geodetic Survey in June 1991..
 QO1166
 QO1166.The geoid height was determined by GEOID03.
 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     -   329,640.      820,960.      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: 15TVK422905(NAD 83)
 QO1166_MARKER: DD = SURVEY DISK
 QO1166_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1166+WITH SETTING: INTO GROUND
 QO1166_SP_SET: METAL ROD WITH BASE PLATE
 QO1166_STAMPING: 3 KOS 1977
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9754 ***********************************************************************
 DE9754  DESIGNATION -  3 PGH
 DE9754  PID         -  DE9754
 DE9754  STATE/COUNTY-  MN/CLEARWATER
 DE9754  USGS QUAD   -  BERNER NE (1972)
 DE9754
 DE9754                         *CURRENT SURVEY CONTROL
 DE9754  ___________________________________________________________________
 DE9754* NAD 83(1996)-  47 57 35.24414(N)    095 16 28.83303(W)     ADJUSTED  
 DE9754* NAVD 88     -       360.232  (meters)    1181.86   (feet)  ADJUSTED  
 DE9754  ___________________________________________________________________
 DE9754  X           -    -393,394.585 (meters)                     COMP
 DE9754  Y           -  -4,261,140.974 (meters)                     COMP
 DE9754  Z           -   4,714,130.288 (meters)                     COMP
 DE9754  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 DE9754  ELLIP HEIGHT-         332.27  (meters)          (01/24/03) GPS OBS
 DE9754  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DE9754  DYNAMIC HT  -         360.293 (meters)    1182.06  (feet)  COMP
 DE9754  MODELED GRAV-     980,770.6   (mgal)                       NAVD 88
 DE9754
 DE9754  HORZ ORDER  -  FIRST
 DE9754  VERT ORDER  -  SECOND    CLASS I
 DE9754  ELLP ORDER  -  FOURTH    CLASS I
 DE9754
 DE9754.The horizontal coordinates were established by GPS observations
 DE9754.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9754
 DE9754.The orthometric height was determined by differential leveling
 DE9754.and adjusted by the National Geodetic Survey in April 2004..
 DE9754.No vertical observational check was made to the station.
 DE9754
 DE9754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9754
 DE9754.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9754
 DE9754.The ellipsoidal height was determined by GPS observations
 DE9754.and is referenced to NAD 83.
 DE9754
 DE9754.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9754;SPC MN N     -   264,574.395   637,624.801   MT  0.99990517   -1 36 42.9
 DE9754;UTM  15      - 5,314,335.058   330,192.149   MT  0.99995432   -1 41 23.1
 DE9754
 DE9754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9754!SPC MN N     -   0.99994793  x   0.99990517  =   0.99985310
 DE9754!UTM  15      -   0.99994793  x   0.99995432  =   0.99990225
 DE9754
 DE9754                          SUPERSEDED SURVEY CONTROL
 DE9754
 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_MARKER: DB = BENCH MARK DISK
 DE9754_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 QQ0746 ***********************************************************************
 QQ0746  DESIGNATION -  3 RESET
 QQ0746  PID         -  QQ0746
 QQ0746  STATE/COUNTY-  MN/BIG STONE
 QQ0746  USGS QUAD   -  ORTONVILLE (1971)
 QQ0746
 QQ0746                         *CURRENT SURVEY CONTROL
 QQ0746  ___________________________________________________________________
 QQ0746* NAD 83(1986)-  45 18 15.     (N)    096 26 37.     (W)     SCALED    
 QQ0746* NAVD 88     -       298.158  (meters)     978.21   (feet)  ADJUSTED  
 QQ0746  ___________________________________________________________________
 QQ0746  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 QQ0746  DYNAMIC HT  -         298.140 (meters)     978.15  (feet)  COMP
 QQ0746  MODELED GRAV-     980,546.2   (mgal)                       NAVD 88
 QQ0746
 QQ0746  VERT ORDER  -  FIRST     CLASS II
 QQ0746
 QQ0746.The horizontal coordinates were scaled from a topographic map and have
 QQ0746.an estimated accuracy of +/- 6 seconds.
 QQ0746
 QQ0746.The orthometric height was determined by differential leveling
 QQ0746.and adjusted by the National Geodetic Survey in July 1998..
 QQ0746
 QQ0746.The geoid height was determined by GEOID03.
 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     -   358,890.      608,380.      MT  (+/- 180 meters Scaled)
 QQ0746
 QQ0746                          SUPERSEDED SURVEY CONTROL
 QQ0746
 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: 14TQR004199(NAD 83)
 QQ0746_MARKER: DV = VERTICAL CONTROL DISK
 QQ0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QQ0746_SP_SET: 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 - June 09, 1997
 QQ0746
 QQ0746  HISTORY     - Date     Condition        Report By
 QQ0746  HISTORY     - 1976     MONUMENTED       NGS
 QQ0746  HISTORY     - 19970609 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1100 ***********************************************************************
 PQ1100  DESIGNATION -  3 T
 PQ1100  PID         -  PQ1100
 PQ1100  STATE/COUNTY-  MN/LYON
 PQ1100  USGS QUAD   -  RUSSELL (1963)
 PQ1100
 PQ1100                         *CURRENT SURVEY CONTROL
 PQ1100  ___________________________________________________________________
 PQ1100* NAD 83(1996)-  44 22 04.79193(N)    095 59 54.40997(W)     ADJUSTED  
 PQ1100* NAVD 88     -       482.55   (+/-2cm)    1583.2    (feet)  VERTCON   
 PQ1100  ___________________________________________________________________
 PQ1100  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 PQ1100  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 PQ1100
 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.The vertical order pertains to the NGVD 29 superseded value.
 PQ1100
 PQ1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1100
 PQ1100.The geoid height was determined by GEOID03.
 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;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     -   0.99992849  x   0.99992474  =   0.99985324
 PQ1100!UTM  15      -   0.99992849  x   1.00030200  =   1.00023047
 PQ1100!UTM  14      -   0.99992849  x   1.00030346  =   1.00023193
 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_MARKER: DB = BENCH MARK DISK
 PQ1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1100_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 DE9732 ***********************************************************************
 DE9732  DESIGNATION -  3 TPA
 DE9732  PID         -  DE9732
 DE9732  STATE/COUNTY-  MN/BELTRAMI
 DE9732  USGS QUAD   -  NEBISH (1972)
 DE9732
 DE9732                         *CURRENT SURVEY CONTROL
 DE9732  ___________________________________________________________________
 DE9732* NAD 83(1996)-  47 51 38.09079(N)    094 45 49.78669(W)     ADJUSTED  
 DE9732* NAVD 88     -       370.410  (meters)    1215.25   (feet)  ADJUSTED  
 DE9732  ___________________________________________________________________
 DE9732  X           -    -356,067.768 (meters)                     COMP
 DE9732  Y           -  -4,272,643.868 (meters)                     COMP
 DE9732  Z           -   4,706,743.325 (meters)                     COMP
 DE9732  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 DE9732  ELLIP HEIGHT-         342.25  (meters)          (01/24/03) GPS OBS
 DE9732  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DE9732  DYNAMIC HT  -         370.472 (meters)    1215.46  (feet)  COMP
 DE9732  MODELED GRAV-     980,768.3   (mgal)                       NAVD 88
 DE9732
 DE9732  HORZ ORDER  -  FIRST
 DE9732  VERT ORDER  -  SECOND    CLASS I
 DE9732  ELLP ORDER  -  FOURTH    CLASS I
 DE9732
 DE9732.The horizontal coordinates were established by GPS observations
 DE9732.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9732
 DE9732.The orthometric height was determined by differential leveling
 DE9732.and adjusted by the National Geodetic Survey in April 2004..
 DE9732
 DE9732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9732
 DE9732.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9732
 DE9732.The ellipsoidal height was determined by GPS observations
 DE9732.and is referenced to NAD 83.
 DE9732
 DE9732.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE9732;SPC MN N     -   252,600.001   675,523.654   MT  0.99990291   -1 13 59.7
 DE9732;UTM  15      - 5,302,310.525   368,074.180   MT  0.99981387   -1 18 29.1
 DE9732
 DE9732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9732!SPC MN N     -   0.99994636  x   0.99990291  =   0.99984928
 DE9732!UTM  15      -   0.99994636  x   0.99981387  =   0.99976024
 DE9732
 DE9732                          SUPERSEDED SURVEY CONTROL
 DE9732
 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: 15TUP6807402311(NAD 83)
 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 = OCTOBER  6, 2006
 SK0705 ***********************************************************************
 SK0705  DESIGNATION -  30 CER
 SK0705  PID         -  SK0705
 SK0705  STATE/COUNTY-  MN/CLEARWATER
 SK0705  USGS QUAD   -  GULLY (1972)
 SK0705
 SK0705                         *CURRENT SURVEY CONTROL
 SK0705  ___________________________________________________________________
 SK0705* NAD 83(1986)-  47 45 16.     (N)    095 33 37.     (W)     SCALED    
 SK0705* NAVD 88     -       397.346  (meters)    1303.63   (feet)  ADJUSTED  
 SK0705  ___________________________________________________________________
 SK0705  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 SK0705  DYNAMIC HT  -         397.407 (meters)    1303.83  (feet)  COMP
 SK0705  MODELED GRAV-     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
 SK0705.and adjusted by the National Geodetic Survey in June 1991..
 SK0705
 SK0705.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0706 ***********************************************************************
 SK0706  DESIGNATION -  30 CER A TBM
 SK0706  PID         -  SK0706
 SK0706  STATE/COUNTY-  MN/POLK
 SK0706  USGS QUAD   -  GULLY (1972)
 SK0706
 SK0706                         *CURRENT SURVEY CONTROL
 SK0706  ___________________________________________________________________
 SK0706* NAD 83(1986)-  47 45 38.     (N)    095 34 48.     (W)     SCALED    
 SK0706* NAVD 88     -       398.540  (meters)    1307.54   (feet)  ADJUSTED  
 SK0706  ___________________________________________________________________
 SK0706  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 SK0706  DYNAMIC HT  -         398.602 (meters)    1307.75  (feet)  COMP
 SK0706  MODELED GRAV-     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
 SK0706.and adjusted by the National Geodetic Survey in June 1991..
 SK0706
 SK0706.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0704 ***********************************************************************
 SK0704  DESIGNATION -  30 CER RM
 SK0704  PID         -  SK0704
 SK0704  STATE/COUNTY-  MN/CLEARWATER
 SK0704  USGS QUAD   -  GULLY (1972)
 SK0704
 SK0704                         *CURRENT SURVEY CONTROL
 SK0704  ___________________________________________________________________
 SK0704* NAD 83(1986)-  47 45 15.     (N)    095 33 34.     (W)     SCALED    
 SK0704* NAVD 88     -       396.495  (meters)    1300.83   (feet)  ADJUSTED  
 SK0704  ___________________________________________________________________
 SK0704  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 SK0704  DYNAMIC HT  -         396.556 (meters)    1301.03  (feet)  COMP
 SK0704  MODELED GRAV-     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
 SK0704.and adjusted by the National Geodetic Survey in June 1991..
 SK0704
 SK0704.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 SK0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0704_SP_SET: IN METAL CULVERT
 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 = OCTOBER  6, 2006
 SL1417 ***********************************************************************
 SL1417  DESIGNATION -  30 KEE
 SL1417  PID         -  SL1417
 SL1417  STATE/COUNTY-  MN/POLK
 SL1417  USGS QUAD   -  FERTILE (1965)
 SL1417
 SL1417                         *CURRENT SURVEY CONTROL
 SL1417  ___________________________________________________________________
 SL1417* NAD 83(1996)-  47 36 56.73095(N)    096 16 48.96240(W)     ADJUSTED  
 SL1417* NAVD 88     -       348.491  (meters)    1143.34   (feet)  ADJUSTED  
 SL1417  ___________________________________________________________________
 SL1417  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 SL1417  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 SL1417  DYNAMIC HT  -         348.547 (meters)    1143.52  (feet)  COMP
 SL1417  MODELED GRAV-     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
 SL1417.and adjusted by the National Geodetic Survey in March 2005..
 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 DEFLEC99 derived deflections.
 SL1417
 SL1417.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SL1417;SPC MN N     -   228,959.400   561,003.419   MT  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: 14TQT0437577179(NAD 83)
 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_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - December 08, 2003
 SL1417
 SL1417  HISTORY     - Date     Condition        Report By
 SL1417  HISTORY     - 1964     MONUMENTED       USGS
 SL1417  HISTORY     - 1964     GOOD             USGS
 SL1417  HISTORY     - 1979     GOOD             NGS
 SL1417  HISTORY     - 20031208 GOOD             DUCKS
 SL1417  HISTORY     - 20040508 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0544 ***********************************************************************
 PQ0544  DESIGNATION -  30 LMT
 PQ0544  PID         -  PQ0544
 PQ0544  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0544  USGS QUAD   -  CLARKFIELD NE (1965)
 PQ0544
 PQ0544                         *CURRENT SURVEY CONTROL
 PQ0544  ___________________________________________________________________
 PQ0544* NAD 83(1996)-  44 55 40.05763(N)    095 46 03.24555(W)     ADJUSTED  
 PQ0544* NAVD 88     -       306.114  (meters)    1004.31   (feet)  ADJUSTED  
 PQ0544  ___________________________________________________________________
 PQ0544  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 PQ0544  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 PQ0544  DYNAMIC HT  -         306.091 (meters)    1004.23  (feet)  COMP
 PQ0544  MODELED GRAV-     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
 PQ0544.and adjusted by the National Geodetic Survey in June 1991..
 PQ0544
 PQ0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0544
 PQ0544.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ0544;SPC MN S     -   315,711.347   660,475.800   MT  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     -   0.99995612  x   0.99994969  =   0.99990582
 PQ0544!UTM  15      -   0.99995612  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: 15TTK8159978656(NAD 83)
 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 = OCTOBER  6, 2006
 AC5048 ***********************************************************************
 AC5048  DESIGNATION -  30 LMT
 AC5048  PID         -  AC5048
 AC5048  STATE/COUNTY-  MN/HOUSTON
 AC5048  USGS QUAD   -  SPRING GROVE (1965)
 AC5048
 AC5048                         *CURRENT SURVEY CONTROL
 AC5048  ___________________________________________________________________
 AC5048* NAD 83(1996)-  43 36 08.52506(N)    091 39 39.90347(W)     ADJUSTED  
 AC5048* NAVD 88     -       360.5    (meters)    1183.     (feet)  GPS OBS   
 AC5048  ___________________________________________________________________
 AC5048  X           -    -134,103.939 (meters)                     COMP
 AC5048  Y           -  -4,624,351.032 (meters)                     COMP
 AC5048  Z           -   4,376,432.484 (meters)                     COMP
 AC5048  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 AC5048  ELLIP HEIGHT-         330.18  (meters)          (01/15/97) GPS OBS
 AC5048  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AC5048
 AC5048  HORZ ORDER  -  FIRST
 AC5048  ELLP ORDER  -  FOURTH    CLASS II
 AC5048
 AC5048.The horizontal coordinates were established by GPS observations
 AC5048.and adjusted by the National Geodetic Survey in January 1997..
 AC5048
 AC5048.The orthometric height was determined by GPS observations and a
 AC5048.high-resolution geoid model.
 AC5048
 AC5048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5048
 AC5048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5048
 AC5048.The ellipsoidal height was determined by GPS observations
 AC5048.and is referenced to NAD 83.
 AC5048
 AC5048.The geoid height was determined by GEOID03.
 AC5048
 AC5048;                    North         East     Units Scale Factor Converg.
 AC5048;SPC MN S     -   169,633.514   988,826.403   MT  1.00004412   +1 38 21.9
 AC5048;UTM  15      - 4,828,581.123   608,061.187   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  =   0.99999234
 AC5048!UTM  15      -   0.99994823  x   0.99974363  =   0.99969187
 AC5048
 AC5048                          SUPERSEDED SURVEY CONTROL
 AC5048
 AC5048.No superseded survey control is available for this station.
 AC5048
 AC5048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0806128581(NAD 83)
 AC5048_MARKER: DB = BENCH MARK DISK
 AC5048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5048_STAMPING: 1182 FT 30 LMT 1963
 AC5048_MARK LOGO: USGS  
 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 - March 15, 1996
 AC5048
 AC5048  HISTORY     - Date     Condition        Report By
 AC5048  HISTORY     - 1963     MONUMENTED       USGS
 AC5048  HISTORY     - 19960315 GOOD             MN-055
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4647 ***********************************************************************
 DF4647  DESIGNATION -  30 RDS
 DF4647  PID         -  DF4647
 DF4647  STATE/COUNTY-  MN/FARIBAULT
 DF4647  USGS QUAD   -  FROST (1982)
 DF4647
 DF4647                         *CURRENT SURVEY CONTROL
 DF4647  ___________________________________________________________________
 DF4647* NAD 83(1996)-  43 35 18.12507(N)    093 53 18.30026(W)     ADJUSTED  
 DF4647* NAVD 88     -       339.4    (meters)    1114.     (feet)  GPS OBS   
 DF4647  ___________________________________________________________________
 DF4647  X           -    -313,797.460 (meters)                     COMP
 DF4647  Y           -  -4,616,701.379 (meters)                     COMP
 DF4647  Z           -   4,375,292.370 (meters)                     COMP
 DF4647  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 DF4647  ELLIP HEIGHT-         310.53  (meters)          (03/20/03) GPS OBS
 DF4647  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DF4647
 DF4647  HORZ ORDER  -  FIRST
 DF4647  ELLP ORDER  -  THIRD     CLASS II
 DF4647
 DF4647.The horizontal coordinates were established by GPS observations
 DF4647.and adjusted by the MN DEPT OF TRANSP in March 2003..
 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 DEFLEC99 derived deflections.
 DF4647
 DF4647.The ellipsoidal height was determined by GPS observations
 DF4647.and is referenced to NAD 83.
 DF4647
 DF4647.The geoid height was determined by GEOID03.
 DF4647
 DF4647;                    North         East     Units Scale Factor Converg.
 DF4647;SPC MN S     -   165,382.493   809,011.740   MT  1.00004794   +0 04 41.6
 DF4647;UTM  15      - 4,826,538.825   428,281.235   MT  0.99966327   -0 36 45.2
 DF4647
 DF4647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4647!SPC MN S     -   0.99995131  x   1.00004794  =   0.99999925
 DF4647!UTM  15      -   0.99995131  x   0.99966327  =   0.99961459
 DF4647
 DF4647                          SUPERSEDED SURVEY CONTROL
 DF4647
 DF4647.No superseded survey control is available for this station.
 DF4647
 DF4647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2828126539(NAD 83)
 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 = OCTOBER  6, 2006
 DI0740 ***********************************************************************
 DI0740  DESIGNATION -  30 SEM
 DI0740  PID         -  DI0740
 DI0740  STATE/COUNTY-  MN/ROCK
 DI0740  USGS QUAD   -  LUVERNE (1978)
 DI0740
 DI0740                         *CURRENT SURVEY CONTROL
 DI0740  ___________________________________________________________________
 DI0740* NAD 83(1996)-  43 44 46.08985(N)    096 09 14.90982(W)     ADJUSTED  
 DI0740* NAVD 88     -       454.1    (meters)    1490.     (feet)  GPS OBS   
 DI0740  ___________________________________________________________________
 DI0740  X           -    -494,780.569 (meters)                     COMP
 DI0740  Y           -  -4,588,736.633 (meters)                     COMP
 DI0740  Z           -   4,388,053.792 (meters)                     COMP
 DI0740  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 DI0740  ELLIP HEIGHT-         427.74  (meters)          (06/28/06) GPS OBS
 DI0740  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 DI0740
 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 MN DEPT OF TRANSP in June 2006..
 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 DEFLEC99 derived deflections.
 DI0740
 DI0740.The ellipsoidal height was determined by GPS observations
 DI0740.and is referenced to NAD 83.
 DI0740
 DI0740.The geoid height was determined by GEOID03.
 DI0740
 DI0740;                    North         East     Units Scale Factor Converg.
 DI0740;SPC MN S     -   185,191.875   626,508.166   MT  1.00000827   -1 30 35.6
 DI0740;UTM  14      - 4,847,613.888   729,139.031   MT  1.00024585   +1 58 07.2
 DI0740
 DI0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0740!SPC MN S     -   0.99993293  x   1.00000827  =   0.99994120
 DI0740!UTM  14      -   0.99993293  x   1.00024585  =   1.00017876
 DI0740
 DI0740                          SUPERSEDED SURVEY CONTROL
 DI0740
 DI0740.No superseded survey control is available for this station.
 DI0740
 DI0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2913947614(NAD 83)
 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 = OCTOBER  6, 2006
 AD9325 ***********************************************************************
 AD9325  DESIGNATION -  30 WGW
 AD9325  PID         -  AD9325
 AD9325  STATE/COUNTY-  MN/OTTER TAIL
 AD9325  USGS QUAD   -  DENT (1973)
 AD9325
 AD9325                         *CURRENT SURVEY CONTROL
 AD9325  ___________________________________________________________________
 AD9325* NAD 83(1996)-  46 33 24.73140(N)    095 43 04.07740(W)     ADJUSTED  
 AD9325* NAVD 88     -       415.714  (meters)    1363.89   (feet)  ADJUSTED  
 AD9325  ___________________________________________________________________
 AD9325  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 AD9325  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AD9325  DYNAMIC HT  -         415.735 (meters)    1363.96  (feet)  COMP
 AD9325  MODELED GRAV-     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
 AD9325.and adjusted by the National Geodetic Survey in March 2006..
 AD9325
 AD9325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9325
 AD9325.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AD9325;SPC MN C     -   274,084.071   687,459.826   MT  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  =   0.99986851
 AD9325!UTM  15      -   0.99993900  x   1.00013346  =   1.00007245
 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: 15TTM9168059511(NAD 83)
 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_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 - September 11, 2001
 AD9325
 AD9325  HISTORY     - Date     Condition        Report By
 AD9325  HISTORY     - 1973     MONUMENTED       USGS
 AD9325  HISTORY     - 20010911 GOOD             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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8971 ***********************************************************************
 AH8971  DESIGNATION -  3001 A
 AH8971  PID         -  AH8971
 AH8971  STATE/COUNTY-  MN/ISANTI
 AH8971  USGS QUAD   -  WYANETT (1961)
 AH8971
 AH8971                         *CURRENT SURVEY CONTROL
 AH8971  ___________________________________________________________________
 AH8971* NAD 83(1986)-  45 34 35.     (N)    093 23 24.     (W)     SCALED    
 AH8971* NAVD 88     -       287.946  (meters)     944.70   (feet)  ADJUSTED  
 AH8971  ___________________________________________________________________
 AH8971  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AH8971  DYNAMIC HT  -         287.934 (meters)     944.66  (feet)  COMP
 AH8971  MODELED GRAV-     980,566.1   (mgal)                       NAVD 88
 AH8971
 AH8971  VERT ORDER  -  SECOND    CLASS I
 AH8971
 AH8971.The horizontal coordinates were scaled from a topographic map and have
 AH8971.an estimated accuracy of +/- 6 seconds.
 AH8971
 AH8971.The orthometric height was determined by differential leveling
 AH8971.and adjusted by the National Geodetic Survey in May 2000..
 AH8971
 AH8971.The geoid height was determined by GEOID03.
 AH8971
 AH8971.The dynamic height is computed by dividing the NAVD 88
 AH8971.geopotential number by the normal gravity value computed on the
 AH8971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8971.degrees latitude (g = 980.6199 gals.).
 AH8971
 AH8971.The modeled gravity was interpolated from observed gravity values.
 AH8971
 AH8971;                    North         East    Units  Estimated Accuracy
 AH8971;SPC MN C     -   164,430.      867,120.      MT  (+/- 180 meters Scaled)
 AH8971
 AH8971                          SUPERSEDED SURVEY CONTROL
 AH8971
 AH8971.No superseded survey control is available for this station.
 AH8971
 AH8971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL695470(NAD 83)
 AH8971_MARKER: DV = VERTICAL CONTROL DISK
 AH8971_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8971_STAMPING: 3001 A 1991
 AH8971_MARK LOGO: MNDT  
 AH8971_PROJECTION: RECESSED 3 CENTIMETERS
 AH8971_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8971+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 AH8971_ROD/PIPE-DEPTH:  9.1 meters
 AH8971
 AH8971  HISTORY     - Date     Condition        Report By
 AH8971  HISTORY     - 1991     MONUMENTED       MNDT
 AH8971  HISTORY     - 19950418 GOOD             MNDT
 AH8971  HISTORY     - 20041120 GOOD             USPSQD
 AH8971
 AH8971                          STATION DESCRIPTION
 AH8971
 AH8971'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8971'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SOUTH OF PINE BROOK, 0.75
 AH8971'MILE (1.21 KM) SOUTH ALONG TH 47 FROM THE JCT OF TH 95 AND TH 47 IN
 AH8971'PINE BROOK, AT TH 47 MP 48.9, 0.5 MI (0.8 KM) EAST OF SPECTACLE LAKE,
 AH8971'114 FT (34.7 M) WEST OF TH 47, 23 FT (7.0 M) NORTH OF A GRAVEL RD,
 AH8971'78.5 FT (23.9 M) WEST OF A P-POLE, 4.3 FT (1.3 M) SOUTH OF A WIT POST
 AH8971'AND FLUSH WITH THE GROUND.
 AH8971
 AH8971                          STATION RECOVERY (1995)
 AH8971
 AH8971'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 AH8971'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) SOUTH OF THE TOWN OF PINE
 AH8971'BROOK, IN THE SE 1/4 OF SECTION 25, T36N, R25W.  TO REACH THE MARK
 AH8971'FROM THE JCT OF TH 47 AND TH 95 IN PINE BROOK, GO SOUTH ALONG TH 47
 AH8971'FOR 0.7 MI (1.1 KM) TO TH 47 MP 48.9 AND THE MARK ON THE RIGHT.  THE
 AH8971'MARK, A DISK SET ON A DRIVEN ALUMINUM ROD, IS 114 FT (34.7 M) WEST OF
 AH8971'TH 47, 23 FT (7.0 M) NORTH OF A GRAVEL RD, 78.5 FT (23.9 M) WEST OF A
 AH8971'P-POLE, AND 4.3 FT (1.3 M) SOUTH OF A WITNESS POST.
 AH8971
 AH8971                          STATION RECOVERY (2004)
 AH8971
 AH8971'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8970 ***********************************************************************
 AH8970  DESIGNATION -  3001 B
 AH8970  PID         -  AH8970
 AH8970  STATE/COUNTY-  MN/ISANTI
 AH8970  USGS QUAD   -  WYANETT (1961)
 AH8970
 AH8970                         *CURRENT SURVEY CONTROL
 AH8970  ___________________________________________________________________
 AH8970* NAD 83(1986)-  45 34 09.     (N)    093 23 24.     (W)     SCALED    
 AH8970* NAVD 88     -       291.805  (meters)     957.36   (feet)  ADJUSTED  
 AH8970  ___________________________________________________________________
 AH8970  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AH8970  DYNAMIC HT  -         291.792 (meters)     957.32  (feet)  COMP
 AH8970  MODELED GRAV-     980,565.3   (mgal)                       NAVD 88
 AH8970
 AH8970  VERT ORDER  -  SECOND    CLASS I
 AH8970
 AH8970.The horizontal coordinates were scaled from a topographic map and have
 AH8970.an estimated accuracy of +/- 6 seconds.
 AH8970
 AH8970.The orthometric height was determined by differential leveling
 AH8970.and adjusted by the National Geodetic Survey in May 2000..
 AH8970
 AH8970.The geoid height was determined by GEOID03.
 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     -   163,630.      867,130.      MT  (+/- 180 meters Scaled)
 AH8970
 AH8970                          SUPERSEDED SURVEY CONTROL
 AH8970
 AH8970.No superseded survey control is available for this station.
 AH8970
 AH8970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL695462(NAD 83)
 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 SUITABLE FOR
 AH8970+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8969 ***********************************************************************
 AH8969  DESIGNATION -  3001 C
 AH8969  PID         -  AH8969
 AH8969  STATE/COUNTY-  MN/ISANTI
 AH8969  USGS QUAD   -  WYANETT (1961)
 AH8969
 AH8969                         *CURRENT SURVEY CONTROL
 AH8969  ___________________________________________________________________
 AH8969* NAD 83(1986)-  45 33 32.     (N)    093 22 46.     (W)     SCALED    
 AH8969* NAVD 88     -       290.230  (meters)     952.20   (feet)  ADJUSTED  
 AH8969  ___________________________________________________________________
 AH8969  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AH8969  DYNAMIC HT  -         290.217 (meters)     952.15  (feet)  COMP
 AH8969  MODELED GRAV-     980,563.1   (mgal)                       NAVD 88
 AH8969
 AH8969  VERT ORDER  -  SECOND    CLASS I
 AH8969
 AH8969.The horizontal coordinates were scaled from a topographic map and have
 AH8969.an estimated accuracy of +/- 6 seconds.
 AH8969
 AH8969.The orthometric height was determined by differential leveling
 AH8969.and adjusted by the National Geodetic Survey in May 2000..
 AH8969
 AH8969.The geoid height was determined by GEOID03.
 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     -   162,490.      867,970.      MT  (+/- 180 meters Scaled)
 AH8969
 AH8969                          SUPERSEDED SURVEY CONTROL
 AH8969
 AH8969.No superseded survey control is available for this station.
 AH8969
 AH8969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL703451(NAD 83)
 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: FLUSH
 AH8969_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8969+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8968 ***********************************************************************
 AH8968  DESIGNATION -  3001 D
 AH8968  PID         -  AH8968
 AH8968  STATE/COUNTY-  MN/ISANTI
 AH8968  USGS QUAD   -  BRADFORD (1961)
 AH8968
 AH8968                         *CURRENT SURVEY CONTROL
 AH8968  ___________________________________________________________________
 AH8968* NAD 83(1986)-  45 33 30.     (N)    093 22 06.     (W)     SCALED    
 AH8968* NAVD 88     -       282.137  (meters)     925.64   (feet)  ADJUSTED  
 AH8968  ___________________________________________________________________
 AH8968  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AH8968  DYNAMIC HT  -         282.123 (meters)     925.60  (feet)  COMP
 AH8968  MODELED GRAV-     980,561.8   (mgal)                       NAVD 88
 AH8968
 AH8968  VERT ORDER  -  SECOND    CLASS I
 AH8968
 AH8968.The horizontal coordinates were scaled from a topographic map and have
 AH8968.an estimated accuracy of +/- 6 seconds.
 AH8968
 AH8968.The orthometric height was determined by differential leveling
 AH8968.and adjusted by the National Geodetic Survey in May 2000..
 AH8968
 AH8968.The geoid height was determined by GEOID03.
 AH8968
 AH8968.The dynamic height is computed by dividing the NAVD 88
 AH8968.geopotential number by the normal gravity value computed on the
 AH8968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8968.degrees latitude (g = 980.6199 gals.).
 AH8968
 AH8968.The modeled gravity was interpolated from observed gravity values.
 AH8968
 AH8968;                    North         East    Units  Estimated Accuracy
 AH8968;SPC MN C     -   162,440.      868,840.      MT  (+/- 180 meters Scaled)
 AH8968
 AH8968                          SUPERSEDED SURVEY CONTROL
 AH8968
 AH8968.No superseded survey control is available for this station.
 AH8968
 AH8968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL712450(NAD 83)
 AH8968_MARKER: DV = VERTICAL CONTROL DISK
 AH8968_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8968_STAMPING: 3001 D 1991
 AH8968_MARK LOGO: MNDT  
 AH8968_PROJECTION: RECESSED 3 CENTIMETERS
 AH8968_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8968+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 AH8968_ROD/PIPE-DEPTH: 19.8 meters
 AH8968
 AH8968  HISTORY     - Date     Condition        Report By
 AH8968  HISTORY     - 1991     MONUMENTED       MNDT
 AH8968  HISTORY     - 20041120 GOOD             USPSQD
 AH8968
 AH8968                          STATION DESCRIPTION
 AH8968
 AH8968'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8968'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF BRADFORD, 3.05
 AH8968'MILES (4.91 KM) SOUTH AND EAST ALONG TH 47 FROM THE JCT OF TH 95 AND
 AH8968'TH 47 IN PINE BROOK, 1 MI (1.6 KM) EAST OF SMALL TOWN OF WEST POINT,
 AH8968'AT THE JCT OF TH 47 AND CO RD 1 EAST, 164.5 FT (50.1 M) NE OF TH 47,
 AH8968'AT TH 47 MP 46.6, 31.5 FT (9.6 M) SOUTH OF CO RD 1, 1.8 FT (0.5 M)
 AH8968'WEST OF A P-POLE WITH TRANSFORMER, 1.8 FT (0.5 M) EAST OF A WITNESS
 AH8968'POST AND FLUSH WITH THE GROUND.
 AH8968
 AH8968                          STATION RECOVERY (2004)
 AH8968
 AH8968'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8967 ***********************************************************************
 AH8967  DESIGNATION -  3001 E
 AH8967  PID         -  AH8967
 AH8967  STATE/COUNTY-  MN/ISANTI
 AH8967  USGS QUAD   -  BRADFORD (1961)
 AH8967
 AH8967                         *CURRENT SURVEY CONTROL
 AH8967  ___________________________________________________________________
 AH8967* NAD 83(1986)-  45 32 55.     (N)    093 22 08.     (W)     SCALED    
 AH8967* NAVD 88     -       283.068  (meters)     928.70   (feet)  ADJUSTED  
 AH8967  ___________________________________________________________________
 AH8967  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AH8967  DYNAMIC HT  -         283.055 (meters)     928.66  (feet)  COMP
 AH8967  MODELED GRAV-     980,561.0   (mgal)                       NAVD 88
 AH8967
 AH8967  VERT ORDER  -  SECOND    CLASS I
 AH8967
 AH8967.The horizontal coordinates were scaled from a topographic map and have
 AH8967.an estimated accuracy of +/- 6 seconds.
 AH8967
 AH8967.The orthometric height was determined by differential leveling
 AH8967.and adjusted by the National Geodetic Survey in May 2000..
 AH8967
 AH8967.The geoid height was determined by GEOID03.
 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     -   161,360.      868,810.      MT  (+/- 180 meters Scaled)
 AH8967
 AH8967                          SUPERSEDED SURVEY CONTROL
 AH8967
 AH8967.No superseded survey control is available for this station.
 AH8967
 AH8967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL712439(NAD 83)
 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 SUITABLE FOR
 AH8967+SATELLITE: SATELLITE OBSERVATIONS - 1991
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8966 ***********************************************************************
 AH8966  DESIGNATION -  3001 F
 AH8966  PID         -  AH8966
 AH8966  STATE/COUNTY-  MN/ISANTI
 AH8966  USGS QUAD   -  BRADFORD (1961)
 AH8966
 AH8966                         *CURRENT SURVEY CONTROL
 AH8966  ___________________________________________________________________
 AH8966* NAD 83(1986)-  45 31 47.     (N)    093 22 04.     (W)     SCALED    
 AH8966* NAVD 88     -       290.849  (meters)     954.23   (feet)  ADJUSTED  
 AH8966  ___________________________________________________________________
 AH8966  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AH8966  DYNAMIC HT  -         290.835 (meters)     954.18  (feet)  COMP
 AH8966  MODELED GRAV-     980,559.4   (mgal)                       NAVD 88
 AH8966
 AH8966  VERT ORDER  -  SECOND    CLASS I
 AH8966
 AH8966.The horizontal coordinates were scaled from a topographic map and have
 AH8966.an estimated accuracy of +/- 6 seconds.
 AH8966
 AH8966.The orthometric height was determined by differential leveling
 AH8966.and adjusted by the National Geodetic Survey in May 2000..
 AH8966
 AH8966.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AH8966;SPC MN C     -   159,260.      868,920.      MT  (+/- 180 meters Scaled)
 AH8966
 AH8966                          SUPERSEDED SURVEY CONTROL
 AH8966
 AH8966.No superseded survey control is available for this station.
 AH8966
 AH8966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL712418(NAD 83)
 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: FLUSH
 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 - November 20, 2004
 AH8966_ROD/PIPE-DEPTH: 19.8 meters
 AH8966
 AH8966  HISTORY     - Date     Condition        Report By
 AH8966  HISTORY     - 1991     MONUMENTED       MNDT
 AH8966  HISTORY     - 20041120 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8965 ***********************************************************************
 AH8965  DESIGNATION -  3001 G
 AH8965  PID         -  AH8965
 AH8965  STATE/COUNTY-  MN/ISANTI
 AH8965  USGS QUAD   -  BRADFORD (1961)
 AH8965
 AH8965                         *CURRENT SURVEY CONTROL
 AH8965  ___________________________________________________________________
 AH8965* NAD 83(1986)-  45 31 04.     (N)    093 22 09.     (W)     SCALED    
 AH8965* NAVD 88     -       290.537  (meters)     953.20   (feet)  ADJUSTED  
 AH8965  ___________________________________________________________________
 AH8965  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AH8965  DYNAMIC HT  -         290.522 (meters)     953.15  (feet)  COMP
 AH8965  MODELED GRAV-     980,558.6   (mgal)                       NAVD 88
 AH8965
 AH8965  VERT ORDER  -  SECOND    CLASS I
 AH8965
 AH8965.The horizontal coordinates were scaled from a topographic map and have
 AH8965.an estimated accuracy of +/- 6 seconds.
 AH8965
 AH8965.The orthometric height was determined by differential leveling
 AH8965.and adjusted by the National Geodetic Survey in May 2000..
 AH8965
 AH8965.The geoid height was determined by GEOID03.
 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     -   157,930.      868,820.      MT  (+/- 180 meters Scaled)
 AH8965
 AH8965                          SUPERSEDED SURVEY CONTROL
 AH8965
 AH8965.No superseded survey control is available for this station.
 AH8965
 AH8965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL711405(NAD 83)
 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 SUITABLE FOR
 AH8965+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8963 ***********************************************************************
 AH8963  DESIGNATION -  3001 H
 AH8963  PID         -  AH8963
 AH8963  STATE/COUNTY-  MN/ISANTI
 AH8963  USGS QUAD   -  ST FRANCIS (1974)
 AH8963
 AH8963                         *CURRENT SURVEY CONTROL
 AH8963  ___________________________________________________________________
 AH8963* NAD 83(1986)-  45 29 21.     (N)    093 22 04.     (W)     SCALED    
 AH8963* NAVD 88     -       288.422  (meters)     946.26   (feet)  ADJUSTED  
 AH8963  ___________________________________________________________________
 AH8963  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AH8963  DYNAMIC HT  -         288.407 (meters)     946.22  (feet)  COMP
 AH8963  MODELED GRAV-     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
 AH8963.and adjusted by the National Geodetic Survey in May 2000..
 AH8963
 AH8963.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 AH8963_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8963_STAMPING: 3001 H 1991
 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 SUITABLE FOR
 AH8963+SATELLITE: SATELLITE OBSERVATIONS - 1991
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8962 ***********************************************************************
 AH8962  DESIGNATION -  3001 J
 AH8962  PID         -  AH8962
 AH8962  STATE/COUNTY-  MN/ISANTI
 AH8962  USGS QUAD   -  ST FRANCIS (1974)
 AH8962
 AH8962                         *CURRENT SURVEY CONTROL
 AH8962  ___________________________________________________________________
 AH8962* NAD 83(1986)-  45 28 49.     (N)    093 22 07.     (W)     SCALED    
 AH8962* NAVD 88     -       287.770  (meters)     944.13   (feet)  ADJUSTED  
 AH8962  ___________________________________________________________________
 AH8962  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AH8962  DYNAMIC HT  -         287.754 (meters)     944.07  (feet)  COMP
 AH8962  MODELED GRAV-     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
 AH8962.and adjusted by the National Geodetic Survey in May 2000..
 AH8962
 AH8962.The geoid height was determined by GEOID03.
 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_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 - 1991
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8961 ***********************************************************************
 AH8961  DESIGNATION -  3001 K
 AH8961  PID         -  AH8961
 AH8961  STATE/COUNTY-  MN/ISANTI
 AH8961  USGS QUAD   -  ST FRANCIS (1974)
 AH8961
 AH8961                         *CURRENT SURVEY CONTROL
 AH8961  ___________________________________________________________________
 AH8961* NAD 83(1986)-  45 27 38.     (N)    093 22 04.     (W)     SCALED    
 AH8961* NAVD 88     -       286.065  (meters)     938.53   (feet)  ADJUSTED  
 AH8961  ___________________________________________________________________
 AH8961  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AH8961  DYNAMIC HT  -         286.050 (meters)     938.48  (feet)  COMP
 AH8961  MODELED GRAV-     980,555.0   (mgal)                       NAVD 88
 AH8961
 AH8961  VERT ORDER  -  SECOND    CLASS I
 AH8961
 AH8961.The horizontal coordinates were scaled from a topographic map and have
 AH8961.an estimated accuracy of +/- 6 seconds.
 AH8961
 AH8961.The orthometric height was determined by differential leveling
 AH8961.and adjusted by the National Geodetic Survey in May 2000..
 AH8961
 AH8961.The geoid height was determined by GEOID03.
 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     -   151,570.      869,000.      MT  (+/- 180 meters Scaled)
 AH8961
 AH8961                          SUPERSEDED SURVEY CONTROL
 AH8961
 AH8961.No superseded survey control is available for this station.
 AH8961
 AH8961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL712341(NAD 83)
 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: FLUSH
 AH8961_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8961+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8960 ***********************************************************************
 AH8960  DESIGNATION -  3001 L
 AH8960  PID         -  AH8960
 AH8960  STATE/COUNTY-  MN/ISANTI
 AH8960  USGS QUAD   -  ST FRANCIS (1974)
 AH8960
 AH8960                         *CURRENT SURVEY CONTROL
 AH8960  ___________________________________________________________________
 AH8960* NAD 83(1986)-  45 27 07.     (N)    093 22 03.     (W)     SCALED    
 AH8960* NAVD 88     -       283.619  (meters)     930.51   (feet)  ADJUSTED  
 AH8960  ___________________________________________________________________
 AH8960  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AH8960  DYNAMIC HT  -         283.604 (meters)     930.46  (feet)  COMP
 AH8960  MODELED GRAV-     980,554.9   (mgal)                       NAVD 88
 AH8960
 AH8960  VERT ORDER  -  SECOND    CLASS I
 AH8960
 AH8960.The horizontal coordinates were scaled from a topographic map and have
 AH8960.an estimated accuracy of +/- 6 seconds.
 AH8960
 AH8960.The orthometric height was determined by differential leveling
 AH8960.and adjusted by the National Geodetic Survey in May 2000..
 AH8960
 AH8960.The geoid height was determined by GEOID03.
 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     -   150,620.      869,030.      MT  (+/- 180 meters Scaled)
 AH8960
 AH8960                          SUPERSEDED SURVEY CONTROL
 AH8960
 AH8960.No superseded survey control is available for this station.
 AH8960
 AH8960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL712332(NAD 83)
 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 - November 20, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8959 ***********************************************************************
 AH8959  DESIGNATION -  3001 M
 AH8959  PID         -  AH8959
 AH8959  STATE/COUNTY-  MN/ISANTI
 AH8959  USGS QUAD   -  ST FRANCIS (1974)
 AH8959
 AH8959                         *CURRENT SURVEY CONTROL
 AH8959  ___________________________________________________________________
 AH8959* NAD 83(1986)-  45 25 41.     (N)    093 22 03.     (W)     SCALED    
 AH8959* NAVD 88     -       282.111  (meters)     925.56   (feet)  ADJUSTED  
 AH8959  ___________________________________________________________________
 AH8959  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AH8959  DYNAMIC HT  -         282.095 (meters)     925.51  (feet)  COMP
 AH8959  MODELED GRAV-     980,553.9   (mgal)                       NAVD 88
 AH8959
 AH8959  VERT ORDER  -  SECOND    CLASS I
 AH8959
 AH8959.The horizontal coordinates were scaled from a topographic map and have
 AH8959.an estimated accuracy of +/- 6 seconds.
 AH8959
 AH8959.The orthometric height was determined by differential leveling
 AH8959.and adjusted by the National Geodetic Survey in May 2000..
 AH8959
 AH8959.The geoid height was determined by GEOID03.
 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     -   147,960.      869,060.      MT  (+/- 180 meters Scaled)
 AH8959
 AH8959                          SUPERSEDED SURVEY CONTROL
 AH8959
 AH8959.No superseded survey control is available for this station.
 AH8959
 AH8959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL712305(NAD 83)
 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 - November 20, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9070 ***********************************************************************
 AH9070  DESIGNATION -  3002 A
 AH9070  PID         -  AH9070
 AH9070  STATE/COUNTY-  MN/ISANTI
 AH9070  USGS QUAD   -  DALBO (1961)
 AH9070
 AH9070                         *CURRENT SURVEY CONTROL
 AH9070  ___________________________________________________________________
 AH9070* NAD 83(1986)-  45 40 36.     (N)    093 24 35.     (W)     SCALED    
 AH9070* NAVD 88     -       294.517  (meters)     966.26   (feet)  ADJUSTED  
 AH9070  ___________________________________________________________________
 AH9070  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AH9070  DYNAMIC HT  -         294.509 (meters)     966.23  (feet)  COMP
 AH9070  MODELED GRAV-     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
 AH9070.and adjusted by the National Geodetic Survey in May 2000..
 AH9070
 AH9070.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9064 ***********************************************************************
 AH9064  DESIGNATION -  3002 B
 AH9064  PID         -  AH9064
 AH9064  STATE/COUNTY-  MN/ISANTI
 AH9064  USGS QUAD   -  WYANETT (1961)
 AH9064
 AH9064                         *CURRENT SURVEY CONTROL
 AH9064  ___________________________________________________________________
 AH9064* NAD 83(1986)-  45 36 03.     (N)    093 23 16.     (W)     SCALED    
 AH9064* NAVD 88     -       294.877  (meters)     967.44   (feet)  ADJUSTED  
 AH9064  ___________________________________________________________________
 AH9064  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AH9064  DYNAMIC HT  -         294.865 (meters)     967.40  (feet)  COMP
 AH9064  MODELED GRAV-     980,568.7   (mgal)                       NAVD 88
 AH9064
 AH9064  VERT ORDER  -  SECOND    CLASS I
 AH9064
 AH9064.The horizontal coordinates were scaled from a topographic map and have
 AH9064.an estimated accuracy of +/- 6 seconds.
 AH9064
 AH9064.The orthometric height was determined by differential leveling
 AH9064.and adjusted by the National Geodetic Survey in May 2000..
 AH9064
 AH9064.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AH9064;SPC MN C     -   167,150.      867,270.      MT  (+/- 180 meters Scaled)
 AH9064
 AH9064                          SUPERSEDED SURVEY CONTROL
 AH9064
 AH9064.No superseded survey control is available for this station.
 AH9064
 AH9064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL697497(NAD 83)
 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 - 1995
 AH9064_ROD/PIPE-DEPTH:  7.6 meters
 AH9064
 AH9064  HISTORY     - Date     Condition        Report By
 AH9064  HISTORY     - 1995     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0113 ***********************************************************************
 QP0113  DESIGNATION -  300/2 BOLT
 QP0113  PID         -  QP0113
 QP0113  STATE/COUNTY-  MN/MORRISON
 QP0113  USGS QUAD   -  LITTLE FALLS WEST (1994)
 QP0113
 QP0113                         *CURRENT SURVEY CONTROL
 QP0113  ___________________________________________________________________
 QP0113* NAD 83(1986)-  45 55 27.     (N)    094 22 45.     (W)     SCALED    
 QP0113* NAVD 88     -       336.09   (+/-2cm)    1102.7    (feet)  VERTCON   
 QP0113  ___________________________________________________________________
 QP0113  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 QP0113
 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.The vertical order pertains to the NGVD 29 superseded value.
 QP0113
 QP0113.The geoid height was determined by GEOID03.
 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_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             NGS
 QP0113
 QP0113                          STATION DESCRIPTION
 QP0113
 QP0113'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 AH9065 ***********************************************************************
 AH9065  DESIGNATION -  3002 C
 AH9065  PID         -  AH9065
 AH9065  STATE/COUNTY-  MN/ISANTI
 AH9065  USGS QUAD   -  WYANETT (1961)
 AH9065
 AH9065                         *CURRENT SURVEY CONTROL
 AH9065  ___________________________________________________________________
 AH9065* NAD 83(1986)-  45 37 04.     (N)    093 23 20.     (W)     SCALED    
 AH9065* NAVD 88     -       292.419  (meters)     959.38   (feet)  ADJUSTED  
 AH9065  ___________________________________________________________________
 AH9065  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AH9065  DYNAMIC HT  -         292.408 (meters)     959.34  (feet)  COMP
 AH9065  MODELED GRAV-     980,570.7   (mgal)                       NAVD 88
 AH9065
 AH9065  VERT ORDER  -  SECOND    CLASS I
 AH9065
 AH9065.The horizontal coordinates were scaled from a topographic map and have
 AH9065.an estimated accuracy of +/- 6 seconds.
 AH9065
 AH9065.The orthometric height was determined by differential leveling
 AH9065.and adjusted by the National Geodetic Survey in May 2000..
 AH9065
 AH9065.The geoid height was determined by GEOID03.
 AH9065
 AH9065.The dynamic height is computed by dividing the NAVD 88
 AH9065.geopotential number by the normal gravity value computed on the
 AH9065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9065.degrees latitude (g = 980.6199 gals.).
 AH9065
 AH9065.The modeled gravity was interpolated from observed gravity values.
 AH9065
 AH9065;                    North         East    Units  Estimated Accuracy
 AH9065;SPC MN C     -   169,030.      867,160.      MT  (+/- 180 meters Scaled)
 AH9065
 AH9065                          SUPERSEDED SURVEY CONTROL
 AH9065
 AH9065.No superseded survey control is available for this station.
 AH9065
 AH9065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL696516(NAD 83)
 AH9065_MARKER: DV = VERTICAL CONTROL DISK
 AH9065_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9065_STAMPING: 3002 C 1995
 AH9065_MARK LOGO: MNDT  
 AH9065_PROJECTION: FLUSH
 AH9065_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9065_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9065+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9065_ROD/PIPE-DEPTH: 19.8 meters
 AH9065
 AH9065  HISTORY     - Date     Condition        Report By
 AH9065  HISTORY     - 1995     MONUMENTED       MNDT
 AH9065
 AH9065                          STATION DESCRIPTION
 AH9065
 AH9065'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9065'THE MARK IS LOCATED ABOUT 2.25 MI (3.62 KM) NORTH OF THE TOWN OF PINE
 AH9065'BROOK, IN THE SW 1/4 OF SECTION 7, T36N, R24W.  TO REACH THE MARK FROM
 AH9065'THE JCT OF TH 47 AND TH 95 IN PINE BROOK, GO NORTH ALONG TH 47 FOR
 AH9065'2.15 MI (3.46 KM) TO TH 47 MP 51.8 AND THE MARK ON THE RIGHT. THE
 AH9065'MARK, A DISK SET ON A DRIVEN ALUMINUM ROD, IS 39 FT (11.9 M) EAST OF
 AH9065'TH 47, 35 FT (10.7 M) SE OF A FIELD ENT, 5.5 FT (1.7 M) SOUTH OF A
 AH9065'22-INCH OAK TREE, 4.9 FT (1.5 M) WEST OF A N-S FENCELINE, AND 1.2 FT
 AH9065'(0.4 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0112 ***********************************************************************
 QP0112  DESIGNATION -  300/2 CAP
 QP0112  PID         -  QP0112
 QP0112  STATE/COUNTY-  MN/MORRISON
 QP0112  USGS QUAD   -  LITTLE FALLS WEST (1994)
 QP0112
 QP0112                         *CURRENT SURVEY CONTROL
 QP0112  ___________________________________________________________________
 QP0112* NAD 83(1986)-  45 55 27.     (N)    094 22 45.     (W)     SCALED    
 QP0112* NAVD 88     -       337.301  (meters)    1106.63   (feet)  ADJUSTED  
 QP0112  ___________________________________________________________________
 QP0112  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 QP0112  DYNAMIC HT  -         337.307 (meters)    1106.65  (feet)  COMP
 QP0112  MODELED GRAV-     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
 QP0112.and adjusted by the National Geodetic Survey in June 1991..
 QP0112
 QP0112.The geoid height was determined by GEOID03.
 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_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             NGS
 QP0112  HISTORY     - 1976     GOOD             NGS
 QP0112
 QP0112                          STATION DESCRIPTION
 QP0112
 QP0112'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 AH9066 ***********************************************************************
 AH9066  DESIGNATION -  3002 D
 AH9066  PID         -  AH9066
 AH9066  STATE/COUNTY-  MN/ISANTI
 AH9066  USGS QUAD   -  DALBO (1961)
 AH9066
 AH9066                         *CURRENT SURVEY CONTROL
 AH9066  ___________________________________________________________________
 AH9066* NAD 83(1986)-  45 37 48.     (N)    093 23 24.     (W)     SCALED    
 AH9066* NAVD 88     -       295.300  (meters)     968.83   (feet)  ADJUSTED  
 AH9066  ___________________________________________________________________
 AH9066  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AH9066  DYNAMIC HT  -         295.289 (meters)     968.79  (feet)  COMP
 AH9066  MODELED GRAV-     980,572.3   (mgal)                       NAVD 88
 AH9066
 AH9066  VERT ORDER  -  SECOND    CLASS I
 AH9066
 AH9066.The horizontal coordinates were scaled from a topographic map and have
 AH9066.an estimated accuracy of +/- 6 seconds.
 AH9066
 AH9066.The orthometric height was determined by differential leveling
 AH9066.and adjusted by the National Geodetic Survey in May 2000..
 AH9066
 AH9066.The geoid height was determined by GEOID03.
 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     -   170,390.      867,060.      MT  (+/- 180 meters Scaled)
 AH9066
 AH9066                          SUPERSEDED SURVEY CONTROL
 AH9066
 AH9066.No superseded survey control is available for this station.
 AH9066
 AH9066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL696530(NAD 83)
 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: FLUSH
 AH9066_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9066+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9066_ROD/PIPE-DEPTH: 15.2 meters
 AH9066
 AH9066  HISTORY     - Date     Condition        Report By
 AH9066  HISTORY     - 1995     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9067 ***********************************************************************
 AH9067  DESIGNATION -  3002 E
 AH9067  PID         -  AH9067
 AH9067  STATE/COUNTY-  MN/ISANTI
 AH9067  USGS QUAD   -  DALBO (1961)
 AH9067
 AH9067                         *CURRENT SURVEY CONTROL
 AH9067  ___________________________________________________________________
 AH9067* NAD 83(1986)-  45 39 04.     (N)    093 23 18.     (W)     SCALED    
 AH9067* NAVD 88     -       297.546  (meters)     976.20   (feet)  ADJUSTED  
 AH9067  ___________________________________________________________________
 AH9067  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AH9067  DYNAMIC HT  -         297.536 (meters)     976.17  (feet)  COMP
 AH9067  MODELED GRAV-     980,574.7   (mgal)                       NAVD 88
 AH9067
 AH9067  VERT ORDER  -  SECOND    CLASS I
 AH9067
 AH9067.The horizontal coordinates were scaled from a topographic map and have
 AH9067.an estimated accuracy of +/- 6 seconds.
 AH9067
 AH9067.The orthometric height was determined by differential leveling
 AH9067.and adjusted by the National Geodetic Survey in May 2000..
 AH9067
 AH9067.The geoid height was determined by GEOID03.
 AH9067
 AH9067.The dynamic height is computed by dividing the NAVD 88
 AH9067.geopotential number by the normal gravity value computed on the
 AH9067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9067.degrees latitude (g = 980.6199 gals.).
 AH9067
 AH9067.The modeled gravity was interpolated from observed gravity values.
 AH9067
 AH9067;                    North         East    Units  Estimated Accuracy
 AH9067;SPC MN C     -   172,730.      867,160.      MT  (+/- 180 meters Scaled)
 AH9067
 AH9067                          SUPERSEDED SURVEY CONTROL
 AH9067
 AH9067.No superseded survey control is available for this station.
 AH9067
 AH9067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL697553(NAD 83)
 AH9067_MARKER: DV = VERTICAL CONTROL DISK
 AH9067_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9067_STAMPING: 3002 E 1995
 AH9067_MARK LOGO: MNDT  
 AH9067_PROJECTION: RECESSED 5 CENTIMETERS
 AH9067_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9067+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9067_ROD/PIPE-DEPTH: 13.7 meters
 AH9067
 AH9067  HISTORY     - Date     Condition        Report By
 AH9067  HISTORY     - 1995     MONUMENTED       MNDT
 AH9067
 AH9067                          STATION DESCRIPTION
 AH9067
 AH9067'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9067'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SE OF THE TOWN OF DALBO, IN
 AH9067'THE SW 1/4 OF SECTION 31, T37N, R24W.  TO REACH THE MARK FROM THE POST
 AH9067'OFFICE IN DALBO, GO EAST AND SOUTH ALONG TH 47 FOR 0.8 MI (1.3 KM) TO
 AH9067'TH 47 MP 54.1 AND THE MARK ON THE LEFT.  THE MARK, A DISK SET ON A
 AH9067'DRIVEN ALUMINUM ROD, IS 206.5 FT (62.9 M) EAST OF TH 47, 35.5 FT (10.8
 AH9067'M) SOUTH OF CO RD 41, 31.5 FT (9.6 M) EAST OF A FIELD ENT, 74.8 FT
 AH9067'(22.8 M) SE OF A R/W POST, 2.0 FT (0.6 M) WEST OF A P-POLE, AND 1.1 FT
 AH9067'(0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9068 ***********************************************************************
 AH9068  DESIGNATION -  3002 F
 AH9068  PID         -  AH9068
 AH9068  STATE/COUNTY-  MN/ISANTI
 AH9068  USGS QUAD   -  DALBO (1961)
 AH9068
 AH9068                         *CURRENT SURVEY CONTROL
 AH9068  ___________________________________________________________________
 AH9068* NAD 83(1986)-  45 39 31.     (N)    093 24 13.     (W)     SCALED    
 AH9068* NAVD 88     -       293.524  (meters)     963.00   (feet)  ADJUSTED  
 AH9068  ___________________________________________________________________
 AH9068  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AH9068  DYNAMIC HT  -         293.515 (meters)     962.97  (feet)  COMP
 AH9068  MODELED GRAV-     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
 AH9068.and adjusted by the National Geodetic Survey in May 2000..
 AH9068
 AH9068.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9069 ***********************************************************************
 AH9069  DESIGNATION -  3002 G
 AH9069  PID         -  AH9069
 AH9069  STATE/COUNTY-  MN/ISANTI
 AH9069  USGS QUAD   -  DALBO (1961)
 AH9069
 AH9069                         *CURRENT SURVEY CONTROL
 AH9069  ___________________________________________________________________
 AH9069* NAD 83(1986)-  45 39 58.     (N)    093 24 36.     (W)     SCALED    
 AH9069* NAVD 88     -       299.932  (meters)     984.03   (feet)  ADJUSTED  
 AH9069  ___________________________________________________________________
 AH9069  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AH9069  DYNAMIC HT  -         299.923 (meters)     984.00  (feet)  COMP
 AH9069  MODELED GRAV-     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
 AH9069.and adjusted by the National Geodetic Survey in May 2000..
 AH9069
 AH9069.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9071 ***********************************************************************
 AH9071  DESIGNATION -  3002 H
 AH9071  PID         -  AH9071
 AH9071  STATE/COUNTY-  MN/ISANTI
 AH9071  USGS QUAD   -  DALBO (1961)
 AH9071
 AH9071                         *CURRENT SURVEY CONTROL
 AH9071  ___________________________________________________________________
 AH9071* NAD 83(1986)-  45 40 58.     (N)    093 24 35.     (W)     SCALED    
 AH9071* NAVD 88     -       304.763  (meters)     999.88   (feet)  ADJUSTED  
 AH9071  ___________________________________________________________________
 AH9071  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AH9071  DYNAMIC HT  -         304.755 (meters)     999.85  (feet)  COMP
 AH9071  MODELED GRAV-     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
 AH9071.and adjusted by the National Geodetic Survey in May 2000..
 AH9071
 AH9071.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9072 ***********************************************************************
 AH9072  DESIGNATION -  3002 J
 AH9072  PID         -  AH9072
 AH9072  STATE/COUNTY-  MN/ISANTI
 AH9072  USGS QUAD   -  DALBO (1961)
 AH9072
 AH9072                         *CURRENT SURVEY CONTROL
 AH9072  ___________________________________________________________________
 AH9072* NAD 83(1986)-  45 41 42.     (N)    093 24 37.     (W)     SCALED    
 AH9072* NAVD 88     -       303.686  (meters)     996.34   (feet)  ADJUSTED  
 AH9072  ___________________________________________________________________
 AH9072  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AH9072  DYNAMIC HT  -         303.679 (meters)     996.32  (feet)  COMP
 AH9072  MODELED GRAV-     980,583.2   (mgal)                       NAVD 88
 AH9072
 AH9072  VERT ORDER  -  SECOND    CLASS I
 AH9072
 AH9072.The horizontal coordinates were scaled from a topographic map and have
 AH9072.an estimated accuracy of +/- 6 seconds.
 AH9072
 AH9072.The orthometric height was determined by differential leveling
 AH9072.and adjusted by the National Geodetic Survey in May 2000..
 AH9072
 AH9072.The geoid height was determined by GEOID03.
 AH9072
 AH9072.The dynamic height is computed by dividing the NAVD 88
 AH9072.geopotential number by the normal gravity value computed on the
 AH9072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9072.degrees latitude (g = 980.6199 gals.).
 AH9072
 AH9072.The modeled gravity was interpolated from observed gravity values.
 AH9072
 AH9072;                    North         East    Units  Estimated Accuracy
 AH9072;SPC MN C     -   177,590.      865,400.      MT  (+/- 180 meters Scaled)
 AH9072
 AH9072                          SUPERSEDED SURVEY CONTROL
 AH9072
 AH9072.No superseded survey control is available for this station.
 AH9072
 AH9072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL680602(NAD 83)
 AH9072_MARKER: DV = VERTICAL CONTROL DISK
 AH9072_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9072_STAMPING: 3002 J 1995
 AH9072_MARK LOGO: MNDT  
 AH9072_PROJECTION: FLUSH
 AH9072_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9072+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9072_ROD/PIPE-DEPTH: 13.7 meters
 AH9072
 AH9072  HISTORY     - Date     Condition        Report By
 AH9072  HISTORY     - 1995     MONUMENTED       MNDT
 AH9072
 AH9072                          STATION DESCRIPTION
 AH9072
 AH9072'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9072'THE MARK IS LOCATED ABOUT 2.75 MI (4.43 KM) NNW OF THE TOWN OF DALBO,
 AH9072'IN THE NE 1/4 OF SECTION 14, T37N, R25W.  TO REACH THE MARK FROM THE
 AH9072'POST OFFICE IN DALBO, GO WEST AND NORTH FOR 3.05 MI (4.91 KM) ALONG TH
 AH9072'47 TO TH 47 MP 58.15 AND THE MARK ON THE LEFT.  THE MARK, A DISK SET
 AH9072'ON A DRIVEN ALUMINUM ROD, IS 164.5 FT (50.1 M) WEST OF TH 47, 61.5 FT
 AH9072'(18.7 M) NORTH OF CO RD 16, 10 FT (3.0 M) WEST OF A FIELD ENT, 0.7 FT
 AH9072'(21.3 CM) SOUTH OF AN E-W FENCELINE, AND 1.2 FT (0.4 M) EAST OF A
 AH9072'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9074 ***********************************************************************
 AH9074  DESIGNATION -  3002 K
 AH9074  PID         -  AH9074
 AH9074  STATE/COUNTY-  MN/ISANTI
 AH9074  USGS QUAD   -  DALBO (1961)
 AH9074
 AH9074                         *CURRENT SURVEY CONTROL
 AH9074  ___________________________________________________________________
 AH9074* NAD 83(1986)-  45 43 00.     (N)    093 24 49.     (W)     SCALED    
 AH9074* NAVD 88     -       304.443  (meters)     998.83   (feet)  ADJUSTED  
 AH9074  ___________________________________________________________________
 AH9074  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AH9074  DYNAMIC HT  -         304.437 (meters)     998.81  (feet)  COMP
 AH9074  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 AH9074
 AH9074  VERT ORDER  -  SECOND    CLASS I
 AH9074
 AH9074.The horizontal coordinates were scaled from a topographic map and have
 AH9074.an estimated accuracy of +/- 6 seconds.
 AH9074
 AH9074.The orthometric height was determined by differential leveling
 AH9074.and adjusted by the National Geodetic Survey in May 2000..
 AH9074
 AH9074.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AH9074;SPC MN C     -   180,000.      865,120.      MT  (+/- 180 meters Scaled)
 AH9074
 AH9074                          SUPERSEDED SURVEY CONTROL
 AH9074
 AH9074.No superseded survey control is available for this station.
 AH9074
 AH9074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL678626(NAD 83)
 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 3 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 - 1995
 AH9074_ROD/PIPE-DEPTH:  6.1 meters
 AH9074
 AH9074  HISTORY     - Date     Condition        Report By
 AH9074  HISTORY     - 1995     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1213 ***********************************************************************
 QO1213  DESIGNATION -  3003 A
 QO1213  PID         -  QO1213
 QO1213  STATE/COUNTY-  MN/ISANTI
 QO1213  USGS QUAD   -  ISANTI (1974)
 QO1213
 QO1213                         *CURRENT SURVEY CONTROL
 QO1213  ___________________________________________________________________
 QO1213* NAD 83(1986)-  45 25 29.     (N)    093 14 09.     (W)     SCALED    
 QO1213* NAVD 88     -       284.225  (meters)     932.49   (feet)  ADJUSTED  
 QO1213  ___________________________________________________________________
 QO1213  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 QO1213  DYNAMIC HT  -         284.204 (meters)     932.43  (feet)  COMP
 QO1213  MODELED GRAV-     980,536.9   (mgal)                       NAVD 88
 QO1213
 QO1213  VERT ORDER  -  SECOND    CLASS I
 QO1213
 QO1213.The horizontal coordinates were scaled from a topographic map and have
 QO1213.an estimated accuracy of +/- 6 seconds.
 QO1213
 QO1213.The orthometric height was determined by differential leveling
 QO1213.and adjusted by the National Geodetic Survey in June 1991..
 QO1213
 QO1213.The geoid height was determined by GEOID03.
 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     -   147,720.      879,370.      MT  (+/- 180 meters Scaled)
 QO1213
 QO1213                          SUPERSEDED SURVEY CONTROL
 QO1213
 QO1213.No superseded survey control is available for this station.
 QO1213
 QO1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL815301(NAD 83)
 QO1213_MARKER: DD = SURVEY 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_PROJECTION: FLUSH
 QO1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1213_ROD/PIPE-DEPTH: 7.32 meters
 QO1213
 QO1213  HISTORY     - Date     Condition        Report By
 QO1213  HISTORY     - 1977     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1218 ***********************************************************************
 QO1218  DESIGNATION -  3003 B
 QO1218  PID         -  QO1218
 QO1218  STATE/COUNTY-  MN/ISANTI
 QO1218  USGS QUAD   -  ISANTI (1974)
 QO1218
 QO1218                         *CURRENT SURVEY CONTROL
 QO1218  ___________________________________________________________________
 QO1218* NAD 83(1986)-  45 27 27.     (N)    093 14 09.     (W)     SCALED    
 QO1218* NAVD 88     -       282.586  (meters)     927.12   (feet)  ADJUSTED  
 QO1218  ___________________________________________________________________
 QO1218  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 QO1218  DYNAMIC HT  -         282.566 (meters)     927.05  (feet)  COMP
 QO1218  MODELED GRAV-     980,540.3   (mgal)                       NAVD 88
 QO1218
 QO1218  VERT ORDER  -  SECOND    CLASS I
 QO1218
 QO1218.The horizontal coordinates were scaled from a topographic map and have
 QO1218.an estimated accuracy of +/- 6 seconds.
 QO1218
 QO1218.The orthometric height was determined by differential leveling
 QO1218.and adjusted by the National Geodetic Survey in June 1991..
 QO1218
 QO1218.The geoid height was determined by GEOID03.
 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     -   151,360.      879,330.      MT  (+/- 180 meters Scaled)
 QO1218
 QO1218                          SUPERSEDED SURVEY CONTROL
 QO1218
 QO1218.No superseded survey control is available for this station.
 QO1218
 QO1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL815338(NAD 83)
 QO1218_MARKER: DD = SURVEY DISK
 QO1218_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO1218_SP_SET: CULVERT
 QO1218_STAMPING: 3003 B 1977
 QO1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1218+STABILITY: SURFACE MOTION
 QO1218
 QO1218  HISTORY     - Date     Condition        Report By
 QO1218  HISTORY     - 1977     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1226 ***********************************************************************
 QO1226  DESIGNATION -  3003 C
 QO1226  PID         -  QO1226
 QO1226  STATE/COUNTY-  MN/ISANTI
 QO1226  USGS QUAD   -  CAMBRIDGE (1983)
 QO1226
 QO1226                         *CURRENT SURVEY CONTROL
 QO1226  ___________________________________________________________________
 QO1226* NAD 83(1986)-  45 30 31.     (N)    093 14 05.     (W)     SCALED    
 QO1226* NAVD 88     -       286.960  (meters)     941.47   (feet)  ADJUSTED  
 QO1226  ___________________________________________________________________
 QO1226  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 QO1226  DYNAMIC HT  -         286.942 (meters)     941.41  (feet)  COMP
 QO1226  MODELED GRAV-     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
 QO1226.and adjusted by the National Geodetic Survey in June 1991..
 QO1226
 QO1226.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1228 ***********************************************************************
 QO1228  DESIGNATION -  3003 D
 QO1228  PID         -  QO1228
 QO1228  STATE/COUNTY-  MN/ISANTI
 QO1228  USGS QUAD   -  CAMBRIDGE (1983)
 QO1228
 QO1228                         *CURRENT SURVEY CONTROL
 QO1228  ___________________________________________________________________
 QO1228* NAD 83(1986)-  45 31 19.     (N)    093 13 13.     (W)     SCALED    
 QO1228* NAVD 88     -       292.656  (meters)     960.16   (feet)  ADJUSTED  
 QO1228  ___________________________________________________________________
 QO1228  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 QO1228  DYNAMIC HT  -         292.639 (meters)     960.10  (feet)  COMP
 QO1228  MODELED GRAV-     980,548.5   (mgal)                       NAVD 88
 QO1228
 QO1228  VERT ORDER  -  SECOND    CLASS I
 QO1228
 QO1228.The horizontal coordinates were scaled from a topographic map and have
 QO1228.an estimated accuracy of +/- 6 seconds.
 QO1228
 QO1228.The orthometric height was determined by differential leveling
 QO1228.and adjusted by the National Geodetic Survey in June 1991..
 QO1228
 QO1228.The geoid height was determined by GEOID03.
 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     -   158,540.      880,450.      MT  (+/- 180 meters Scaled)
 QO1228
 QO1228                          SUPERSEDED SURVEY CONTROL
 QO1228
 QO1228.No superseded survey control is available for this station.
 QO1228
 QO1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL827409(NAD 83)
 QO1228_MARKER: DD = SURVEY 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_PROJECTION: PROJECTING 5 CENTIMETERS
 QO1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1228_ROD/PIPE-DEPTH: 17.1 meters
 QO1228
 QO1228  HISTORY     - Date     Condition        Report By
 QO1228  HISTORY     - 1977     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1237 ***********************************************************************
 QO1237  DESIGNATION -  3003 G
 QO1237  PID         -  QO1237
 QO1237  STATE/COUNTY-  MN/ISANTI
 QO1237  USGS QUAD   -  CAMBRIDGE (1983)
 QO1237
 QO1237                         *CURRENT SURVEY CONTROL
 QO1237  ___________________________________________________________________
 QO1237* NAD 83(1986)-  45 33 31.     (N)    093 13 25.     (W)     SCALED    
 QO1237* NAVD 88     -       292.895  (meters)     960.94   (feet)  ADJUSTED  
 QO1237  ___________________________________________________________________
 QO1237  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 QO1237  DYNAMIC HT  -         292.878 (meters)     960.88  (feet)  COMP
 QO1237  MODELED GRAV-     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
 QO1237.and adjusted by the National Geodetic Survey in June 1991..
 QO1237
 QO1237.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1237_SP_SET: CONCRETE POST
 QO1237_STAMPING: 3003 G 1977
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1244 ***********************************************************************
 QO1244  DESIGNATION -  3003 J
 QO1244  PID         -  QO1244
 QO1244  STATE/COUNTY-  MN/ISANTI
 QO1244  USGS QUAD   -  CAMBRIDGE (1983)
 QO1244
 QO1244                         *CURRENT SURVEY CONTROL
 QO1244  ___________________________________________________________________
 QO1244* NAD 83(1986)-  45 33 51.     (N)    093 11 37.     (W)     SCALED    
 QO1244* NAVD 88     -       294.247  (meters)     965.38   (feet)  ADJUSTED  
 QO1244  ___________________________________________________________________
 QO1244  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 QO1244  DYNAMIC HT  -         294.228 (meters)     965.31  (feet)  COMP
 QO1244  MODELED GRAV-     980,545.9   (mgal)                       NAVD 88
 QO1244
 QO1244  VERT ORDER  -  SECOND    CLASS I
 QO1244
 QO1244.The horizontal coordinates were scaled from a topographic map and have
 QO1244.an estimated accuracy of +/- 6 seconds.
 QO1244
 QO1244.The orthometric height was determined by differential leveling
 QO1244.and adjusted by the National Geodetic Survey in June 1991..
 QO1244
 QO1244.The geoid height was determined by GEOID03.
 QO1244
 QO1244.The dynamic height is computed by dividing the NAVD 88
 QO1244.geopotential number by the normal gravity value computed on the
 QO1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1244.degrees latitude (g = 980.6199 gals.).
 QO1244
 QO1244.The modeled gravity was interpolated from observed gravity values.
 QO1244
 QO1244;                    North         East    Units  Estimated Accuracy
 QO1244;SPC MN C     -   163,260.      882,470.      MT  (+/- 180 meters Scaled)
 QO1244
 QO1244                          SUPERSEDED SURVEY CONTROL
 QO1244
 QO1244.No superseded survey control is available for this station.
 QO1244
 QO1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL848456(NAD 83)
 QO1244_MARKER: DD = SURVEY DISK
 QO1244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO1244_SP_SET: HEADWALL
 QO1244_STAMPING: 3003 J 1977
 QO1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1244
 QO1244  HISTORY     - Date     Condition        Report By
 QO1244  HISTORY     - 1977     MONUMENTED       MNDT
 QO1244
 QO1244                          STATION DESCRIPTION
 QO1244
 QO1244'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1244'1.6 MI SE FROM CAMBRIDGE.
 QO1244'THE MARK IS LOCATED 1.5 MILES EAST ALONG TRUNK HIGHWAY 95 FROM THE
 QO1244'JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 65 IN CAMBRIDGE, THENCE
 QO1244'0.6 MILES SOUTH ALONG A TOWNSHIP ROAD TO THE NORTHWEST END OF LAKE
 QO1244'FANNIE. IT IS 106 FT. SOUTHEAST OF THE NORTHEAST CORNER OF A WHITE
 QO1244'BARN, 42 FT. NORTH OF THE CENTER OF A FARM ENTRANCE, 24.3 FT.
 QO1244'NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 14 FT. WEST NORTHWEST
 QO1244'OF AND 1 FT. LOWER THAN THE CENTER OF THE TOWNSHIP ROAD. THE DISK IS
 QO1244'CEMENTED IN THE SOUTHWEST CORNER HEADWALL OF A 5 BY 7 FT. CONCRETE
 QO1244'CATTLE PASSUNDER THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1269 ***********************************************************************
 QO1269  DESIGNATION -  3004 A
 QO1269  PID         -  QO1269
 QO1269  STATE/COUNTY-  MN/ISANTI
 QO1269  USGS QUAD   -  BRAHAM (1983)
 QO1269
 QO1269                         *CURRENT SURVEY CONTROL
 QO1269  ___________________________________________________________________
 QO1269* NAD 83(1986)-  45 42 20.     (N)    093 11 32.     (W)     SCALED    
 QO1269* NAVD 88     -       291.715  (meters)     957.07   (feet)  ADJUSTED  
 QO1269  ___________________________________________________________________
 QO1269  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 QO1269  DYNAMIC HT  -         291.703 (meters)     957.03  (feet)  COMP
 QO1269  MODELED GRAV-     980,565.9   (mgal)                       NAVD 88
 QO1269
 QO1269  VERT ORDER  -  SECOND    CLASS I
 QO1269
 QO1269.The horizontal coordinates were scaled from a topographic map and have
 QO1269.an estimated accuracy of +/- 6 seconds.
 QO1269
 QO1269.The orthometric height was determined by differential leveling
 QO1269.and adjusted by the National Geodetic Survey in June 1991..
 QO1269
 QO1269.The geoid height was determined by GEOID03.
 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     -   178,970.      882,370.      MT  (+/- 180 meters Scaled)
 QO1269
 QO1269                          SUPERSEDED SURVEY CONTROL
 QO1269
 QO1269.No superseded survey control is available for this station.
 QO1269
 QO1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL850613(NAD 83)
 QO1269_MARKER: DB = BENCH MARK DISK
 QO1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1269_SP_SET: CONCRETE POST
 QO1269_STAMPING: 3004 A 1963
 QO1269_MARK LOGO: MNHD  
 QO1269_PROJECTION: FLUSH
 QO1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1269+STABILITY: SURFACE MOTION
 QO1269
 QO1269  HISTORY     - Date     Condition        Report By
 QO1269  HISTORY     - 1963     MONUMENTED       MNHD
 QO1269  HISTORY     - 1977     GOOD             MNDT
 QO1269  HISTORY     - 1984     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1249 ***********************************************************************
 QO1249  DESIGNATION -  3004 AB
 QO1249  PID         -  QO1249
 QO1249  STATE/COUNTY-  MN/ISANTI
 QO1249  USGS QUAD   -  CAMBRIDGE (1983)
 QO1249
 QO1249                         *CURRENT SURVEY CONTROL
 QO1249  ___________________________________________________________________
 QO1249* NAD 83(1986)-  45 35 11.     (N)    093 12 13.     (W)     SCALED    
 QO1249* NAVD 88     -       294.732  (meters)     966.97   (feet)  ADJUSTED  
 QO1249  ___________________________________________________________________
 QO1249  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 QO1249  DYNAMIC HT  -         294.714 (meters)     966.91  (feet)  COMP
 QO1249  MODELED GRAV-     980,546.9   (mgal)                       NAVD 88
 QO1249
 QO1249  VERT ORDER  -  SECOND    CLASS I
 QO1249
 QO1249.The horizontal coordinates were scaled from a topographic map and have
 QO1249.an estimated accuracy of +/- 6 seconds.
 QO1249
 QO1249.The orthometric height was determined by differential leveling
 QO1249.and adjusted by the National Geodetic Survey in June 1991..
 QO1249
 QO1249.The geoid height was determined by GEOID03.
 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     -   165,720.      881,660.      MT  (+/- 180 meters Scaled)
 QO1249
 QO1249                          SUPERSEDED SURVEY CONTROL
 QO1249
 QO1249.No superseded survey control is available for this station.
 QO1249
 QO1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL841481(NAD 83)
 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_PROJECTION: PROJECTING 5 CENTIMETERS
 QO1249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1249_ROD/PIPE-DEPTH: 6.40 meters
 QO1249
 QO1249  HISTORY     - Date     Condition        Report By
 QO1249  HISTORY     - 1975     MONUMENTED       MNDT
 QO1249  HISTORY     - 1977     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1262 ***********************************************************************
 QO1262  DESIGNATION -  3004 AC
 QO1262  PID         -  QO1262
 QO1262  STATE/COUNTY-  MN/ISANTI
 QO1262  USGS QUAD   -  BRAHAM (1983)
 QO1262
 QO1262                         *CURRENT SURVEY CONTROL
 QO1262  ___________________________________________________________________
 QO1262* NAD 83(1986)-  45 38 55.     (N)    093 11 29.     (W)     SCALED    
 QO1262* NAVD 88     -       281.623  (meters)     923.96   (feet)  ADJUSTED  
 QO1262  ___________________________________________________________________
 QO1262  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 QO1262  DYNAMIC HT  -         281.608 (meters)     923.91  (feet)  COMP
 QO1262  MODELED GRAV-     980,554.2   (mgal)                       NAVD 88
 QO1262
 QO1262  VERT ORDER  -  SECOND    CLASS I
 QO1262
 QO1262.The horizontal coordinates were scaled from a topographic map and have
 QO1262.an estimated accuracy of +/- 6 seconds.
 QO1262
 QO1262.The orthometric height was determined by differential leveling
 QO1262.and adjusted by the National Geodetic Survey in June 1991..
 QO1262
 QO1262.The geoid height was determined by GEOID03.
 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     -   172,640.      882,520.      MT  (+/- 180 meters Scaled)
 QO1262
 QO1262                          SUPERSEDED SURVEY CONTROL
 QO1262
 QO1262.No superseded survey control is available for this station.
 QO1262
 QO1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL850550(NAD 83)
 QO1262_MARKER: DD = SURVEY DISK
 QO1262_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO1262_SP_SET: CULVERT
 QO1262_STAMPING: 3004 AC 1977
 QO1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1262+STABILITY: SURFACE MOTION
 QO1262
 QO1262  HISTORY     - Date     Condition        Report By
 QO1262  HISTORY     - 1977     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1264 ***********************************************************************
 QO1264  DESIGNATION -  3004 AD
 QO1264  PID         -  QO1264
 QO1264  STATE/COUNTY-  MN/ISANTI
 QO1264  USGS QUAD   -  BRAHAM (1983)
 QO1264
 QO1264                         *CURRENT SURVEY CONTROL
 QO1264  ___________________________________________________________________
 QO1264* NAD 83(1986)-  45 39 26.     (N)    093 11 31.     (W)     SCALED    
 QO1264* NAVD 88     -       280.892  (meters)     921.56   (feet)  ADJUSTED  
 QO1264  ___________________________________________________________________
 QO1264  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 QO1264  DYNAMIC HT  -         280.877 (meters)     921.51  (feet)  COMP
 QO1264  MODELED GRAV-     980,556.0   (mgal)                       NAVD 88
 QO1264
 QO1264  VERT ORDER  -  SECOND    CLASS I
 QO1264
 QO1264.The horizontal coordinates were scaled from a topographic map and have
 QO1264.an estimated accuracy of +/- 6 seconds.
 QO1264
 QO1264.The orthometric height was determined by differential leveling
 QO1264.and adjusted by the National Geodetic Survey in June 1991..
 QO1264
 QO1264.The geoid height was determined by GEOID03.
 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     -   173,600.      882,460.      MT  (+/- 180 meters Scaled)
 QO1264
 QO1264                          SUPERSEDED SURVEY CONTROL
 QO1264
 QO1264.No superseded survey control is available for this station.
 QO1264
 QO1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL850559(NAD 83)
 QO1264_MARKER: DD = SURVEY DISK
 QO1264_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO1264_SP_SET: CULVERT
 QO1264_STAMPING: 3004 AD 1977
 QO1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1264+STABILITY: SURFACE MOTION
 QO1264
 QO1264  HISTORY     - Date     Condition        Report By
 QO1264  HISTORY     - 1977     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1266 ***********************************************************************
 QO1266  DESIGNATION -  3004 AE
 QO1266  PID         -  QO1266
 QO1266  STATE/COUNTY-  MN/ISANTI
 QO1266  USGS QUAD   -  BRAHAM (1983)
 QO1266
 QO1266                         *CURRENT SURVEY CONTROL
 QO1266  ___________________________________________________________________
 QO1266* NAD 83(1986)-  45 41 05.     (N)    093 11 29.     (W)     SCALED    
 QO1266* NAVD 88     -       286.112  (meters)     938.69   (feet)  ADJUSTED  
 QO1266  ___________________________________________________________________
 QO1266  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 QO1266  DYNAMIC HT  -         286.099 (meters)     938.64  (feet)  COMP
 QO1266  MODELED GRAV-     980,561.6   (mgal)                       NAVD 88
 QO1266
 QO1266  VERT ORDER  -  SECOND    CLASS I
 QO1266
 QO1266.The horizontal coordinates were scaled from a topographic map and have
 QO1266.an estimated accuracy of +/- 6 seconds.
 QO1266
 QO1266.The orthometric height was determined by differential leveling
 QO1266.and adjusted by the National Geodetic Survey in June 1991..
 QO1266
 QO1266.The geoid height was determined by GEOID03.
 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     -   176,660.      882,460.      MT  (+/- 180 meters Scaled)
 QO1266
 QO1266                          SUPERSEDED SURVEY CONTROL
 QO1266
 QO1266.No superseded survey control is available for this station.
 QO1266
 QO1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL850590(NAD 83)
 QO1266_MARKER: DD = SURVEY DISK
 QO1266_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO1266_SP_SET: CULVERT
 QO1266_STAMPING: 3004 AE 1977
 QO1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1266+STABILITY: SURFACE MOTION
 QO1266
 QO1266  HISTORY     - Date     Condition        Report By
 QO1266  HISTORY     - 1977     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1268 ***********************************************************************
 QO1268  DESIGNATION -  3004 AF
 QO1268  PID         -  QO1268
 QO1268  STATE/COUNTY-  MN/ISANTI
 QO1268  USGS QUAD   -  BRAHAM (1983)
 QO1268
 QO1268                         *CURRENT SURVEY CONTROL
 QO1268  ___________________________________________________________________
 QO1268* NAD 83(1986)-  45 41 35.     (N)    093 11 28.     (W)     SCALED    
 QO1268* NAVD 88     -       289.282  (meters)     949.09   (feet)  ADJUSTED  
 QO1268  ___________________________________________________________________
 QO1268  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 QO1268  DYNAMIC HT  -         289.269 (meters)     949.04  (feet)  COMP
 QO1268  MODELED GRAV-     980,563.3   (mgal)                       NAVD 88
 QO1268
 QO1268  VERT ORDER  -  SECOND    CLASS I
 QO1268
 QO1268.The horizontal coordinates were scaled from a topographic map and have
 QO1268.an estimated accuracy of +/- 6 seconds.
 QO1268
 QO1268.The orthometric height was determined by differential leveling
 QO1268.and adjusted by the National Geodetic Survey in June 1991..
 QO1268
 QO1268.The geoid height was determined by GEOID03.
 QO1268
 QO1268.The dynamic height is computed by dividing the NAVD 88
 QO1268.geopotential number by the normal gravity value computed on the
 QO1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1268.degrees latitude (g = 980.6199 gals.).
 QO1268
 QO1268.The modeled gravity was interpolated from observed gravity values.
 QO1268
 QO1268;                    North         East    Units  Estimated Accuracy
 QO1268;SPC MN C     -   177,580.      882,470.      MT  (+/- 180 meters Scaled)
 QO1268
 QO1268                          SUPERSEDED SURVEY CONTROL
 QO1268
 QO1268.No superseded survey control is available for this station.
 QO1268
 QO1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL851599(NAD 83)
 QO1268_MARKER: DB = BENCH MARK DISK
 QO1268_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1268_SP_SET: COPPER-CLAD STEEL ROD
 QO1268_STAMPING: 3004 AF 1977
 QO1268_MARK LOGO: MNDT  
 QO1268_PROJECTION: FLUSH
 QO1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1268_ROD/PIPE-DEPTH: 26.8 meters
 QO1268
 QO1268  HISTORY     - Date     Condition        Report By
 QO1268  HISTORY     - 1977     MONUMENTED       MNDT
 QO1268  HISTORY     - 1984     GOOD             MNDT
 QO1268
 QO1268                          STATION DESCRIPTION
 QO1268
 QO1268'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1268'4.25 MI NORTH FROM GRANDY.
 QO1268'THE MARK IS LOCATED 4.25 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1268'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 6 IN GRANDY AND 0.75
 QO1268'MILES SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 107
 QO1268'AT THE SOUTH EDGE OF A HAY FIELD. IT IS 275 FT. EAST OF THE CENTER
 QO1268'OF TRUNK HIGHWAY 65 AT MILEPOINT 50.3, 119.3 FT. EAST OF A RIGHT OF
 QO1268'WAY SIGN POST, 20 FT. NORTH OF THE CENTER OF A TOWNSHIP ROAD AND 3.0
 QO1268'FT. WEST OF A POWER POLE. IT IS 1.2 FT. WEST OF A STEEL WITNESS POST.
 QO1268
 QO1268                          STATION RECOVERY (1984)
 QO1268
 QO1268'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 QO1268'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 QO1268'NEW DESCRIPTION FOLLOWS.  THE MARK IS IN THE NE 1/4 OF SECTION 15,
 QO1268'T37N, R23W, 4.25 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM ITS JUNCTION
 QO1268'WITH COUNTY ROAD 6 IN GRANDY OR 0.75 MILE SOUTH ALONG TRUNK HIGHWAY
 QO1268'65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 107, 275 FEET EAST OF THE
 QO1268'CENTERLINE OF TRUNK HIGHWAY 65 AT MILEPOINT 50.3, 20 FEET NORTH OF
 QO1268'THE CENTER OF A TOWNSHIP ROAD, AT THE SOUTH EDGE OF A HAY FIELD,
 QO1268'119.3 FEET EAST OF A RIGHT-OF-WAY SIGN POST, 3 FEET WEST OF A POWER
 QO1268'POLE, AND 1.2 FEET WEST OF A STEEL WITNESS POST.  THE MARK, A
 QO1268'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3004 AF
 QO1268'1977---, IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 88 FOOT LONG
 QO1268'DRIVEN COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE
 QO1268'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1267 ***********************************************************************
 QO1267  DESIGNATION -  3004 AG
 QO1267  PID         -  QO1267
 QO1267  STATE/COUNTY-  MN/ISANTI
 QO1267  USGS QUAD   -  BRAHAM (1983)
 QO1267
 QO1267                         *CURRENT SURVEY CONTROL
 QO1267  ___________________________________________________________________
 QO1267* NAD 83(1986)-  45 41 28.     (N)    093 11 29.     (W)     SCALED    
 QO1267* NAVD 88     -       286.964  (meters)     941.48   (feet)  ADJUSTED  
 QO1267  ___________________________________________________________________
 QO1267  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 QO1267  DYNAMIC HT  -         286.950 (meters)     941.44  (feet)  COMP
 QO1267  MODELED GRAV-     980,562.9   (mgal)                       NAVD 88
 QO1267
 QO1267  VERT ORDER  -  SECOND    CLASS I
 QO1267
 QO1267.The horizontal coordinates were scaled from a topographic map and have
 QO1267.an estimated accuracy of +/- 6 seconds.
 QO1267
 QO1267.The orthometric height was determined by differential leveling
 QO1267.and adjusted by the National Geodetic Survey in June 1991..
 QO1267
 QO1267.The geoid height was determined by GEOID03.
 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     -   177,370.      882,460.      MT  (+/- 180 meters Scaled)
 QO1267
 QO1267                          SUPERSEDED SURVEY CONTROL
 QO1267
 QO1267.No superseded survey control is available for this station.
 QO1267
 QO1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL850597(NAD 83)
 QO1267_MARKER: DD = SURVEY DISK
 QO1267_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO1267_SP_SET: CULVERT
 QO1267_STAMPING: 3004 AG 1977
 QO1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1267+STABILITY: SURFACE MOTION
 QO1267
 QO1267  HISTORY     - Date     Condition        Report By
 QO1267  HISTORY     - 1977     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1265 ***********************************************************************
 QO1265  DESIGNATION -  3004 B
 QO1265  PID         -  QO1265
 QO1265  STATE/COUNTY-  MN/ISANTI
 QO1265  USGS QUAD   -  BRAHAM (1983)
 QO1265
 QO1265                         *CURRENT SURVEY CONTROL
 QO1265  ___________________________________________________________________
 QO1265* NAD 83(1986)-  45 40 26.     (N)    093 11 29.     (W)     SCALED    
 QO1265* NAVD 88     -       287.085  (meters)     941.88   (feet)  ADJUSTED  
 QO1265  ___________________________________________________________________
 QO1265  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 QO1265  DYNAMIC HT  -         287.071 (meters)     941.83  (feet)  COMP
 QO1265  MODELED GRAV-     980,559.3   (mgal)                       NAVD 88
 QO1265
 QO1265  VERT ORDER  -  SECOND    CLASS I
 QO1265
 QO1265.The horizontal coordinates were scaled from a topographic map and have
 QO1265.an estimated accuracy of +/- 6 seconds.
 QO1265
 QO1265.The orthometric height was determined by differential leveling
 QO1265.and adjusted by the National Geodetic Survey in June 1991..
 QO1265
 QO1265.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QO1265;SPC MN C     -   175,450.      882,480.      MT  (+/- 180 meters Scaled)
 QO1265
 QO1265                          SUPERSEDED SURVEY CONTROL
 QO1265
 QO1265.No superseded survey control is available for this station.
 QO1265
 QO1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL850578(NAD 83)
 QO1265_MARKER: DD = SURVEY DISK
 QO1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1265_SP_SET: CONCRETE POST
 QO1265_STAMPING: 3004 B 1963
 QO1265_PROJECTION: FLUSH
 QO1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1265+STABILITY: SURFACE MOTION
 QO1265
 QO1265  HISTORY     - Date     Condition        Report By
 QO1265  HISTORY     - 1963     MONUMENTED       MNDT
 QO1265  HISTORY     - 1977     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1263 ***********************************************************************
 QO1263  DESIGNATION -  3004 C
 QO1263  PID         -  QO1263
 QO1263  STATE/COUNTY-  MN/ISANTI
 QO1263  USGS QUAD   -  BRAHAM (1983)
 QO1263
 QO1263                         *CURRENT SURVEY CONTROL
 QO1263  ___________________________________________________________________
 QO1263* NAD 83(1986)-  45 39 17.     (N)    093 11 34.     (W)     SCALED    
 QO1263* NAVD 88     -       283.428  (meters)     929.88   (feet)  ADJUSTED  
 QO1263  ___________________________________________________________________
 QO1263  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 QO1263  DYNAMIC HT  -         283.412 (meters)     929.83  (feet)  COMP
 QO1263  MODELED GRAV-     980,555.5   (mgal)                       NAVD 88
 QO1263
 QO1263  VERT ORDER  -  SECOND    CLASS I
 QO1263
 QO1263.The horizontal coordinates were scaled from a topographic map and have
 QO1263.an estimated accuracy of +/- 6 seconds.
 QO1263
 QO1263.The orthometric height was determined by differential leveling
 QO1263.and adjusted by the National Geodetic Survey in June 1991..
 QO1263
 QO1263.The geoid height was determined by GEOID03.
 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     -   173,320.      882,400.      MT  (+/- 180 meters Scaled)
 QO1263
 QO1263                          SUPERSEDED SURVEY CONTROL
 QO1263
 QO1263.No superseded survey control is available for this station.
 QO1263
 QO1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL849557(NAD 83)
 QO1263_MARKER: DD = SURVEY DISK
 QO1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1263_SP_SET: CONCRETE POST
 QO1263_STAMPING: 3004 C 1963
 QO1263_PROJECTION: FLUSH
 QO1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1263+STABILITY: SURFACE MOTION
 QO1263
 QO1263  HISTORY     - Date     Condition        Report By
 QO1263  HISTORY     - 1963     MONUMENTED       MNDT
 QO1263  HISTORY     - 1977     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1260 ***********************************************************************
 QO1260  DESIGNATION -  3004 D
 QO1260  PID         -  QO1260
 QO1260  STATE/COUNTY-  MN/ISANTI
 QO1260  USGS QUAD   -  BRAHAM (1983)
 QO1260
 QO1260                         *CURRENT SURVEY CONTROL
 QO1260  ___________________________________________________________________
 QO1260* NAD 83(1996)-  45 38 04.05649(N)    093 11 43.94532(W)     ADJUSTED  
 QO1260* NAVD 88     -       284.924  (meters)     934.79   (feet)  ADJUSTED  
 QO1260  ___________________________________________________________________
 QO1260  X           -    -249,042.930 (meters)                     COMP
 QO1260  Y           -  -4,460,688.646 (meters)                     COMP
 QO1260  Z           -   4,537,114.754 (meters)                     COMP
 QO1260  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 QO1260  ELLIP HEIGHT-         256.65  (meters)          (03/16/99) GPS OBS
 QO1260  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 QO1260  DYNAMIC HT  -         284.908 (meters)     934.74  (feet)  COMP
 QO1260  MODELED GRAV-     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
 QO1260.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 QO1260
 QO1260.The ellipsoidal height was determined by GPS observations
 QO1260.and is referenced to NAD 83.
 QO1260
 QO1260.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1260;SPC MN C     -   171,065.768   882,215.389   MT  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)  256.67   (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_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: MNDT  
 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 SUITABLE FOR
 QO1260+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1989
 QO1260
 QO1260  HISTORY     - Date     Condition        Report By
 QO1260  HISTORY     - 1963     MONUMENTED       MNDT
 QO1260  HISTORY     - 1977     GOOD             MNDT
 QO1260  HISTORY     - 19891022 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1254 ***********************************************************************
 QO1254  DESIGNATION -  3004 E
 QO1254  PID         -  QO1254
 QO1254  STATE/COUNTY-  MN/ISANTI
 QO1254  USGS QUAD   -  CAMBRIDGE (1983)
 QO1254
 QO1254                         *CURRENT SURVEY CONTROL
 QO1254  ___________________________________________________________________
 QO1254* NAD 83(1986)-  45 36 28.     (N)    093 12 24.     (W)     SCALED    
 QO1254* NAVD 88     -       283.547  (meters)     930.27   (feet)  ADJUSTED  
 QO1254  ___________________________________________________________________
 QO1254  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 QO1254  DYNAMIC HT  -         283.530 (meters)     930.21  (feet)  COMP
 QO1254  MODELED GRAV-     980,548.4   (mgal)                       NAVD 88
 QO1254
 QO1254  VERT ORDER  -  SECOND    CLASS I
 QO1254
 QO1254.The horizontal coordinates were scaled from a topographic map and have
 QO1254.an estimated accuracy of +/- 6 seconds.
 QO1254
 QO1254.The orthometric height was determined by differential leveling
 QO1254.and adjusted by the National Geodetic Survey in June 1991..
 QO1254
 QO1254.The geoid height was determined by GEOID03.
 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     -   168,090.      881,390.      MT  (+/- 180 meters Scaled)
 QO1254
 QO1254                          SUPERSEDED SURVEY CONTROL
 QO1254
 QO1254.No superseded survey control is available for this station.
 QO1254
 QO1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL838504(NAD 83)
 QO1254_MARKER: DD = SURVEY DISK
 QO1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1254_SP_SET: CONCRETE POST
 QO1254_STAMPING: 3004 E 1963
 QO1254_PROJECTION: FLUSH
 QO1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1254+STABILITY: SURFACE MOTION
 QO1254
 QO1254  HISTORY     - Date     Condition        Report By
 QO1254  HISTORY     - 1963     MONUMENTED       MNDT
 QO1254  HISTORY     - 1977     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8981 ***********************************************************************
 AH8981  DESIGNATION -  3006 B
 AH8981  PID         -  AH8981
 AH8981  STATE/COUNTY-  MN/ISANTI
 AH8981  USGS QUAD   -  CAMBRIDGE (1983)
 AH8981
 AH8981                         *CURRENT SURVEY CONTROL
 AH8981  ___________________________________________________________________
 AH8981* NAD 83(1986)-  45 34 24.     (N)    093 14 04.     (W)     SCALED    
 AH8981* NAVD 88     -       288.723  (meters)     947.25   (feet)  ADJUSTED  
 AH8981  ___________________________________________________________________
 AH8981  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AH8981  DYNAMIC HT  -         288.706 (meters)     947.20  (feet)  COMP
 AH8981  MODELED GRAV-     980,550.5   (mgal)                       NAVD 88
 AH8981
 AH8981  VERT ORDER  -  SECOND    CLASS I
 AH8981
 AH8981.The horizontal coordinates were scaled from a topographic map and have
 AH8981.an estimated accuracy of +/- 6 seconds.
 AH8981
 AH8981.The orthometric height was determined by differential leveling
 AH8981.and adjusted by the National Geodetic Survey in May 2000..
 AH8981
 AH8981.The geoid height was determined by GEOID03.
 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     -   164,230.      879,270.      MT  (+/- 180 meters Scaled)
 AH8981
 AH8981                          SUPERSEDED SURVEY CONTROL
 AH8981
 AH8981.No superseded survey control is available for this station.
 AH8981
 AH8981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL817466(NAD 83)
 AH8981_MARKER: DB = BENCH MARK DISK
 AH8981_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH8981_SP_SET: BRIDGE ABUTMENT
 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 - March 31, 1992
 AH8981
 AH8981  HISTORY     - Date     Condition        Report By
 AH8981  HISTORY     - 1977     MONUMENTED       MNDT
 AH8981  HISTORY     - 19920331 GOOD             MNDT
 AH8981  HISTORY     - 20050430 GOOD             USPSQD
 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 (2005)
 AH8981
 AH8981'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH8981'MARK RECOVERED AS DESCRIBED IN GOOD CONDITION. SPSPS. JRD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8973 ***********************************************************************
 AH8973  DESIGNATION -  3006 C
 AH8973  PID         -  AH8973
 AH8973  STATE/COUNTY-  MN/ISANTI
 AH8973  USGS QUAD   -  BRADFORD (1961)
 AH8973
 AH8973                         *CURRENT SURVEY CONTROL
 AH8973  ___________________________________________________________________
 AH8973* NAD 83(1986)-  45 35 12.     (N)    093 21 25.     (W)     SCALED    
 AH8973* NAVD 88     -       290.139  (meters)     951.90   (feet)  ADJUSTED  
 AH8973  ___________________________________________________________________
 AH8973  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AH8973  DYNAMIC HT  -         290.126 (meters)     951.86  (feet)  COMP
 AH8973  MODELED GRAV-     980,563.0   (mgal)                       NAVD 88
 AH8973
 AH8973  VERT ORDER  -  SECOND    CLASS I
 AH8973
 AH8973.The horizontal coordinates were scaled from a topographic map and have
 AH8973.an estimated accuracy of +/- 6 seconds.
 AH8973
 AH8973.The orthometric height was determined by differential leveling
 AH8973.and adjusted by the National Geodetic Survey in May 2000..
 AH8973
 AH8973.The geoid height was determined by GEOID03.
 AH8973
 AH8973.The dynamic height is computed by dividing the NAVD 88
 AH8973.geopotential number by the normal gravity value computed on the
 AH8973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8973.degrees latitude (g = 980.6199 gals.).
 AH8973
 AH8973.The modeled gravity was interpolated from observed gravity values.
 AH8973
 AH8973;                    North         East    Units  Estimated Accuracy
 AH8973;SPC MN C     -   165,600.      869,690.      MT  (+/- 180 meters Scaled)
 AH8973
 AH8973                          SUPERSEDED SURVEY CONTROL
 AH8973
 AH8973.No superseded survey control is available for this station.
 AH8973
 AH8973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL721481(NAD 83)
 AH8973_MARKER: DV = VERTICAL CONTROL DISK
 AH8973_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8973_STAMPING: 3006 C 1991
 AH8973_MARK LOGO: MNDT  
 AH8973_PROJECTION: FLUSH
 AH8973_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8973+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH8973_ROD/PIPE-DEPTH: 21.3 meters
 AH8973
 AH8973  HISTORY     - Date     Condition        Report By
 AH8973  HISTORY     - 1991     MONUMENTED       MNDT
 AH8973  HISTORY     - 20040731 MARK NOT FOUND   USPSQD
 AH8973
 AH8973                          STATION DESCRIPTION
 AH8973
 AH8973'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8973'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST OF PINE BROOK, 1.6 MI
 AH8973'(2.6 KM) EAST OF JCT OF TH 47 AND TH 95 IN PINE BROOK, 74.5 FT (22.7
 AH8973'M) SOUTH OF TH 95, AT TH 95 MP 35.0, 45.0 FT (13.7 M) SSW OF MILEPOST
 AH8973'35 SIGN POST, 350 FT (106.7 M) EAST OF A FARM DRIVEWAY, 3.6 FT (1.1 M)
 AH8973'NORTH OF A WITNESS POST AND FLUSH WITH THE GROUND.
 AH8973
 AH8973                          STATION RECOVERY (2004)
 AH8973
 AH8973'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8974 ***********************************************************************
 AH8974  DESIGNATION -  3006 D
 AH8974  PID         -  AH8974
 AH8974  STATE/COUNTY-  MN/ISANTI
 AH8974  USGS QUAD   -  BRADFORD (1961)
 AH8974
 AH8974                         *CURRENT SURVEY CONTROL
 AH8974  ___________________________________________________________________
 AH8974* NAD 83(1986)-  45 34 55.     (N)    093 19 42.     (W)     SCALED    
 AH8974* NAVD 88     -       281.015  (meters)     921.96   (feet)  ADJUSTED  
 AH8974  ___________________________________________________________________
 AH8974  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AH8974  DYNAMIC HT  -         281.001 (meters)     921.92  (feet)  COMP
 AH8974  MODELED GRAV-     980,558.5   (mgal)                       NAVD 88
 AH8974
 AH8974  VERT ORDER  -  SECOND    CLASS I
 AH8974
 AH8974.The horizontal coordinates were scaled from a topographic map and have
 AH8974.an estimated accuracy of +/- 6 seconds.
 AH8974
 AH8974.The orthometric height was determined by differential leveling
 AH8974.and adjusted by the National Geodetic Survey in May 2000..
 AH8974
 AH8974.The geoid height was determined by GEOID03.
 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     -   165,100.      871,930.      MT  (+/- 180 meters Scaled)
 AH8974
 AH8974                          SUPERSEDED SURVEY CONTROL
 AH8974
 AH8974.No superseded survey control is available for this station.
 AH8974
 AH8974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL743476(NAD 83)
 AH8974_MARKER: DV = VERTICAL CONTROL DISK
 AH8974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8974_STAMPING: 3006 D 1991
 AH8974_MARK LOGO: MNDT  
 AH8974_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8974+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH8974
 AH8974  HISTORY     - Date     Condition        Report By
 AH8974  HISTORY     - 1991     MONUMENTED       MNDT
 AH8974  HISTORY     - 20040731 MARK NOT FOUND   USPSQD
 AH8974
 AH8974                          STATION DESCRIPTION
 AH8974
 AH8974'DESCRIBED BY MN DEPT OF TRANSP 1991 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8975 ***********************************************************************
 AH8975  DESIGNATION -  3006 E
 AH8975  PID         -  AH8975
 AH8975  STATE/COUNTY-  MN/ISANTI
 AH8975  USGS QUAD   -  BRADFORD (1961)
 AH8975
 AH8975                         *CURRENT SURVEY CONTROL
 AH8975  ___________________________________________________________________
 AH8975* NAD 83(1986)-  45 34 44.     (N)    093 19 19.     (W)     SCALED    
 AH8975* NAVD 88     -       283.687  (meters)     930.73   (feet)  ADJUSTED  
 AH8975  ___________________________________________________________________
 AH8975  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AH8975  DYNAMIC HT  -         283.672 (meters)     930.68  (feet)  COMP
 AH8975  MODELED GRAV-     980,557.3   (mgal)                       NAVD 88
 AH8975
 AH8975  VERT ORDER  -  SECOND    CLASS I
 AH8975
 AH8975.The horizontal coordinates were scaled from a topographic map and have
 AH8975.an estimated accuracy of +/- 6 seconds.
 AH8975
 AH8975.The orthometric height was determined by differential leveling
 AH8975.and adjusted by the National Geodetic Survey in May 2000..
 AH8975
 AH8975.The geoid height was determined by GEOID03.
 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     -   164,770.      872,430.      MT  (+/- 180 meters Scaled)
 AH8975
 AH8975                          SUPERSEDED SURVEY CONTROL
 AH8975
 AH8975.No superseded survey control is available for this station.
 AH8975
 AH8975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL748473(NAD 83)
 AH8975_MARKER: DB = BENCH MARK DISK
 AH8975_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH8975_SP_SET: BRIDGE ABUTMENT
 AH8975_STAMPING: 3006 E 1991
 AH8975_MARK LOGO: MNDT  
 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 - July 31, 2004
 AH8975
 AH8975  HISTORY     - Date     Condition        Report By
 AH8975  HISTORY     - 1991     MONUMENTED       MNDT
 AH8975  HISTORY     - 19950401 GOOD             MNDT
 AH8975  HISTORY     - 20040731 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8976 ***********************************************************************
 AH8976  DESIGNATION -  3006 F
 AH8976  PID         -  AH8976
 AH8976  STATE/COUNTY-  MN/ISANTI
 AH8976  USGS QUAD   -  BRADFORD (1961)
 AH8976
 AH8976                         *CURRENT SURVEY CONTROL
 AH8976  ___________________________________________________________________
 AH8976* NAD 83(1986)-  45 34 21.     (N)    093 18 02.     (W)     SCALED    
 AH8976* NAVD 88     -       290.865  (meters)     954.28   (feet)  ADJUSTED  
 AH8976  ___________________________________________________________________
 AH8976  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AH8976  DYNAMIC HT  -         290.849 (meters)     954.23  (feet)  COMP
 AH8976  MODELED GRAV-     980,553.9   (mgal)                       NAVD 88
 AH8976
 AH8976  VERT ORDER  -  SECOND    CLASS I
 AH8976
 AH8976.The horizontal coordinates were scaled from a topographic map and have
 AH8976.an estimated accuracy of +/- 6 seconds.
 AH8976
 AH8976.The orthometric height was determined by differential leveling
 AH8976.and adjusted by the National Geodetic Survey in May 2000..
 AH8976
 AH8976.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AH8976;SPC MN C     -   164,080.      874,110.      MT  (+/- 180 meters Scaled)
 AH8976
 AH8976                          SUPERSEDED SURVEY CONTROL
 AH8976
 AH8976.No superseded survey control is available for this station.
 AH8976
 AH8976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL765465(NAD 83)
 AH8976_MARKER: DV = VERTICAL CONTROL DISK
 AH8976_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8976_STAMPING: 3006 F 1991
 AH8976_MARK LOGO: MNDT  
 AH8976_PROJECTION: FLUSH
 AH8976_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8976+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 AH8976_ROD/PIPE-DEPTH: 18.3 meters
 AH8976
 AH8976  HISTORY     - Date     Condition        Report By
 AH8976  HISTORY     - 1991     MONUMENTED       MNDT
 AH8976  HISTORY     - 20040731 GOOD             USPSQD
 AH8976
 AH8976                          STATION DESCRIPTION
 AH8976
 AH8976'DESCRIBED BY MN DEPT OF TRANSP 1991 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8977 ***********************************************************************
 AH8977  DESIGNATION -  3006 G
 AH8977  PID         -  AH8977
 AH8977  STATE/COUNTY-  MN/ISANTI
 AH8977  USGS QUAD   -  BRADFORD (1961)
 AH8977
 AH8977                         *CURRENT SURVEY CONTROL
 AH8977  ___________________________________________________________________
 AH8977* NAD 83(1986)-  45 34 21.     (N)    093 17 12.     (W)     SCALED    
 AH8977* NAVD 88     -       284.246  (meters)     932.56   (feet)  ADJUSTED  
 AH8977  ___________________________________________________________________
 AH8977  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 AH8977  DYNAMIC HT  -         284.230 (meters)     932.51  (feet)  COMP
 AH8977  MODELED GRAV-     980,552.0   (mgal)                       NAVD 88
 AH8977
 AH8977  VERT ORDER  -  SECOND    CLASS I
 AH8977
 AH8977.The horizontal coordinates were scaled from a topographic map and have
 AH8977.an estimated accuracy of +/- 6 seconds.
 AH8977
 AH8977.The orthometric height was determined by differential leveling
 AH8977.and adjusted by the National Geodetic Survey in May 2000..
 AH8977
 AH8977.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AH8977;SPC MN C     -   164,090.      875,190.      MT  (+/- 180 meters Scaled)
 AH8977
 AH8977                          SUPERSEDED SURVEY CONTROL
 AH8977
 AH8977.No superseded survey control is available for this station.
 AH8977
 AH8977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL776465(NAD 83)
 AH8977_MARKER: DV = VERTICAL CONTROL DISK
 AH8977_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8977_STAMPING: 3006 G 1991
 AH8977_MARK LOGO: MNDT  
 AH8977_PROJECTION: FLUSH
 AH8977_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8977+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 AH8977_ROD/PIPE-DEPTH: 19.8 meters
 AH8977
 AH8977  HISTORY     - Date     Condition        Report By
 AH8977  HISTORY     - 1991     MONUMENTED       MNDT
 AH8977  HISTORY     - 20040731 GOOD             USPSQD
 AH8977
 AH8977                          STATION DESCRIPTION
 AH8977
 AH8977'DESCRIBED BY MN DEPT OF TRANSP 1991 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8978 ***********************************************************************
 AH8978  DESIGNATION -  3006 H
 AH8978  PID         -  AH8978
 AH8978  STATE/COUNTY-  MN/ISANTI
 AH8978  USGS QUAD   -  BRADFORD (1961)
 AH8978
 AH8978                         *CURRENT SURVEY CONTROL
 AH8978  ___________________________________________________________________
 AH8978* NAD 83(1986)-  45 34 23.     (N)    093 16 13.     (W)     SCALED    
 AH8978* NAVD 88     -       283.972  (meters)     931.66   (feet)  ADJUSTED  
 AH8978  ___________________________________________________________________
 AH8978  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 AH8978  DYNAMIC HT  -         283.955 (meters)     931.61  (feet)  COMP
 AH8978  MODELED GRAV-     980,550.1   (mgal)                       NAVD 88
 AH8978
 AH8978  VERT ORDER  -  SECOND    CLASS I
 AH8978
 AH8978.The horizontal coordinates were scaled from a topographic map and have
 AH8978.an estimated accuracy of +/- 6 seconds.
 AH8978
 AH8978.The orthometric height was determined by differential leveling
 AH8978.and adjusted by the National Geodetic Survey in May 2000..
 AH8978
 AH8978.The geoid height was determined by GEOID03.
 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     -   164,170.      876,470.      MT  (+/- 180 meters Scaled)
 AH8978
 AH8978                          SUPERSEDED SURVEY CONTROL
 AH8978
 AH8978.No superseded survey control is available for this station.
 AH8978
 AH8978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL789466(NAD 83)
 AH8978_MARKER: DV = VERTICAL CONTROL DISK
 AH8978_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8978_STAMPING: 3006 H 1991
 AH8978_MARK LOGO: MNDT  
 AH8978_PROJECTION: FLUSH
 AH8978_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8978+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH8978_ROD/PIPE-DEPTH: 19.8 meters
 AH8978
 AH8978  HISTORY     - Date     Condition        Report By
 AH8978  HISTORY     - 1991     MONUMENTED       MNDT
 AH8978
 AH8978                          STATION DESCRIPTION
 AH8978
 AH8978'DESCRIBED BY MN DEPT OF TRANSP 1991 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8979 ***********************************************************************
 AH8979  DESIGNATION -  3006 J
 AH8979  PID         -  AH8979
 AH8979  STATE/COUNTY-  MN/ISANTI
 AH8979  USGS QUAD   -  BRADFORD (1961)
 AH8979
 AH8979                         *CURRENT SURVEY CONTROL
 AH8979  ___________________________________________________________________
 AH8979* NAD 83(1986)-  45 34 21.     (N)    093 15 33.     (W)     SCALED    
 AH8979* NAVD 88     -       286.931  (meters)     941.37   (feet)  ADJUSTED  
 AH8979  ___________________________________________________________________
 AH8979  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AH8979  DYNAMIC HT  -         286.914 (meters)     941.32  (feet)  COMP
 AH8979  MODELED GRAV-     980,549.8   (mgal)                       NAVD 88
 AH8979
 AH8979  VERT ORDER  -  SECOND    CLASS I
 AH8979
 AH8979.The horizontal coordinates were scaled from a topographic map and have
 AH8979.an estimated accuracy of +/- 6 seconds.
 AH8979
 AH8979.The orthometric height was determined by differential leveling
 AH8979.and adjusted by the National Geodetic Survey in May 2000..
 AH8979
 AH8979.The geoid height was determined by GEOID03.
 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     -   164,120.      877,340.      MT  (+/- 180 meters Scaled)
 AH8979
 AH8979                          SUPERSEDED SURVEY CONTROL
 AH8979
 AH8979.No superseded survey control is available for this station.
 AH8979
 AH8979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL797465(NAD 83)
 AH8979_MARKER: DV = VERTICAL CONTROL DISK
 AH8979_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8979_STAMPING: 3006 J 1991
 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 SUITABLE FOR
 AH8979+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH8979_ROD/PIPE-DEPTH: 12.2 meters
 AH8979
 AH8979  HISTORY     - Date     Condition        Report By
 AH8979  HISTORY     - 1991     MONUMENTED       MNDT
 AH8979
 AH8979                          STATION DESCRIPTION
 AH8979
 AH8979'DESCRIBED BY MN DEPT OF TRANSP 1991 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8980 ***********************************************************************
 AH8980  DESIGNATION -  3006 K
 AH8980  PID         -  AH8980
 AH8980  STATE/COUNTY-  MN/ISANTI
 AH8980  USGS QUAD   -  CAMBRIDGE (1983)
 AH8980
 AH8980                         *CURRENT SURVEY CONTROL
 AH8980  ___________________________________________________________________
 AH8980* NAD 83(1986)-  45 34 23.     (N)    093 14 43.     (W)     SCALED    
 AH8980* NAVD 88     -       287.038  (meters)     941.72   (feet)  ADJUSTED  
 AH8980  ___________________________________________________________________
 AH8980  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AH8980  DYNAMIC HT  -         287.022 (meters)     941.67  (feet)  COMP
 AH8980  MODELED GRAV-     980,550.3   (mgal)                       NAVD 88
 AH8980
 AH8980  VERT ORDER  -  SECOND    CLASS I
 AH8980
 AH8980.The horizontal coordinates were scaled from a topographic map and have
 AH8980.an estimated accuracy of +/- 6 seconds.
 AH8980
 AH8980.The orthometric height was determined by differential leveling
 AH8980.and adjusted by the National Geodetic Survey in May 2000..
 AH8980
 AH8980.The geoid height was determined by GEOID03.
 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     -   164,190.      878,420.      MT  (+/- 180 meters Scaled)
 AH8980
 AH8980                          SUPERSEDED SURVEY CONTROL
 AH8980
 AH8980.No superseded survey control is available for this station.
 AH8980
 AH8980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL808466(NAD 83)
 AH8980_MARKER: DV = VERTICAL CONTROL DISK
 AH8980_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8980_STAMPING: 3006 K 1991
 AH8980_MARK LOGO: MNDT  
 AH8980_PROJECTION: FLUSH
 AH8980_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8980+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 AH8980_ROD/PIPE-DEPTH: 16.8 meters
 AH8980
 AH8980  HISTORY     - Date     Condition        Report By
 AH8980  HISTORY     - 1991     MONUMENTED       MNDT
 AH8980  HISTORY     - 20040915 GOOD             MNDT
 AH8980  HISTORY     - 20050430 GOOD             USPSQD
 AH8980
 AH8980                          STATION DESCRIPTION
 AH8980
 AH8980'DESCRIBED BY MN DEPT OF TRANSP 1991 (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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8983 ***********************************************************************
 AH8983  DESIGNATION -  3007 F
 AH8983  PID         -  AH8983
 AH8983  STATE/COUNTY-  MN/ISANTI
 AH8983  USGS QUAD   -  CAMBRIDGE (1983)
 AH8983
 AH8983                         *CURRENT SURVEY CONTROL
 AH8983  ___________________________________________________________________
 AH8983* NAD 83(1986)-  45 34 23.     (N)    093 12 57.     (W)     SCALED    
 AH8983* NAVD 88     -       293.501  (meters)     962.93   (feet)  ADJUSTED  
 AH8983  ___________________________________________________________________
 AH8983  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AH8983  DYNAMIC HT  -         293.483 (meters)     962.87  (feet)  COMP
 AH8983  MODELED GRAV-     980,549.3   (mgal)                       NAVD 88
 AH8983
 AH8983  VERT ORDER  -  SECOND    CLASS I
 AH8983
 AH8983.The horizontal coordinates were scaled from a topographic map and have
 AH8983.an estimated accuracy of +/- 6 seconds.
 AH8983
 AH8983.The orthometric height was determined by differential leveling
 AH8983.and adjusted by the National Geodetic Survey in May 2000..
 AH8983
 AH8983.The geoid height was determined by GEOID03.
 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     -   164,220.      880,720.      MT  (+/- 180 meters Scaled)
 AH8983
 AH8983                          SUPERSEDED SURVEY CONTROL
 AH8983
 AH8983.No superseded survey control is available for this station.
 AH8983
 AH8983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL831466(NAD 83)
 AH8983_MARKER: DV = VERTICAL CONTROL DISK
 AH8983_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8983_STAMPING: 3007 F 1991
 AH8983_MARK LOGO: MNDT  
 AH8983_PROJECTION: FLUSH
 AH8983_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8983+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH8983_ROD/PIPE-DEPTH: 19.8 meters
 AH8983
 AH8983  HISTORY     - Date     Condition        Report By
 AH8983  HISTORY     - 1991     MONUMENTED       MNDT
 AH8983
 AH8983                          STATION DESCRIPTION
 AH8983
 AH8983'DESCRIBED BY MN DEPT OF TRANSP 1991 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2175 ***********************************************************************
 QO2175  DESIGNATION -  3009 A
 QO2175  PID         -  QO2175
 QO2175  STATE/COUNTY-  MN/ISANTI
 QO2175  USGS QUAD   -  BRAHAM (1983)
 QO2175
 QO2175                         *CURRENT SURVEY CONTROL
 QO2175  ___________________________________________________________________
 QO2175* NAD 83(1986)-  45 42 49.     (N)    093 11 59.     (W)     SCALED    
 QO2175* NAVD 88     -       295.018  (meters)     967.90   (feet)  ADJUSTED  
 QO2175  ___________________________________________________________________
 QO2175  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 QO2175  DYNAMIC HT  -         295.006 (meters)     967.87  (feet)  COMP
 QO2175  MODELED GRAV-     980,567.6   (mgal)                       NAVD 88
 QO2175
 QO2175  VERT ORDER  -  SECOND    CLASS I
 QO2175
 QO2175.The horizontal coordinates were scaled from a topographic map and have
 QO2175.an estimated accuracy of +/- 6 seconds.
 QO2175
 QO2175.The orthometric height was determined by differential leveling
 QO2175.and adjusted by the National Geodetic Survey in June 1991..
 QO2175
 QO2175.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QO2175;SPC MN C     -   179,860.      881,770.      MT  (+/- 180 meters Scaled)
 QO2175
 QO2175                          SUPERSEDED SURVEY CONTROL
 QO2175
 QO2175.No superseded survey control is available for this station.
 QO2175
 QO2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL844622(NAD 83)
 QO2175_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2175
 QO2175  HISTORY     - Date     Condition        Report By
 QO2175  HISTORY     - 1984     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2176 ***********************************************************************
 QO2176  DESIGNATION -  3009 B
 QO2176  PID         -  QO2176
 QO2176  STATE/COUNTY-  MN/ISANTI
 QO2176  USGS QUAD   -  BRAHAM (1983)
 QO2176
 QO2176                         *CURRENT SURVEY CONTROL
 QO2176  ___________________________________________________________________
 QO2176* NAD 83(1986)-  45 43 23.     (N)    093 12 48.     (W)     SCALED    
 QO2176* NAVD 88     -       294.846  (meters)     967.34   (feet)  ADJUSTED  
 QO2176  ___________________________________________________________________
 QO2176  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 QO2176  DYNAMIC HT  -         294.835 (meters)     967.30  (feet)  COMP
 QO2176  MODELED GRAV-     980,569.4   (mgal)                       NAVD 88
 QO2176
 QO2176  VERT ORDER  -  SECOND    CLASS I
 QO2176
 QO2176.The horizontal coordinates were scaled from a topographic map and have
 QO2176.an estimated accuracy of +/- 6 seconds.
 QO2176
 QO2176.The orthometric height was determined by differential leveling
 QO2176.and adjusted by the National Geodetic Survey in June 1991..
 QO2176
 QO2176.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QO2176;SPC MN C     -   180,890.      880,700.      MT  (+/- 180 meters Scaled)
 QO2176
 QO2176                          SUPERSEDED SURVEY CONTROL
 QO2176
 QO2176.No superseded survey control is available for this station.
 QO2176
 QO2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL833633(NAD 83)
 QO2176_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2176
 QO2176  HISTORY     - Date     Condition        Report By
 QO2176  HISTORY     - 1984     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2177 ***********************************************************************
 QO2177  DESIGNATION -  3009 C
 QO2177  PID         -  QO2177
 QO2177  STATE/COUNTY-  MN/ISANTI
 QO2177  USGS QUAD   -  BRAHAM (1983)
 QO2177
 QO2177                         *CURRENT SURVEY CONTROL
 QO2177  ___________________________________________________________________
 QO2177* NAD 83(1986)-  45 43 38.     (N)    093 13 14.     (W)     SCALED    
 QO2177* NAVD 88     -       289.539  (meters)     949.93   (feet)  ADJUSTED  
 QO2177  ___________________________________________________________________
 QO2177  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 QO2177  DYNAMIC HT  -         289.528 (meters)     949.89  (feet)  COMP
 QO2177  MODELED GRAV-     980,570.2   (mgal)                       NAVD 88
 QO2177
 QO2177  VERT ORDER  -  SECOND    CLASS I
 QO2177
 QO2177.The horizontal coordinates were scaled from a topographic map and have
 QO2177.an estimated accuracy of +/- 6 seconds.
 QO2177
 QO2177.The orthometric height was determined by differential leveling
 QO2177.and adjusted by the National Geodetic Survey in June 1991..
 QO2177
 QO2177.The geoid height was determined by GEOID03.
 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     -   181,350.      880,130.      MT  (+/- 180 meters Scaled)
 QO2177
 QO2177                          SUPERSEDED SURVEY CONTROL
 QO2177
 QO2177.No superseded survey control is available for this station.
 QO2177
 QO2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL828637(NAD 83)
 QO2177_MARKER: DB = BENCH MARK DISK
 QO2177_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO2177_SP_SET: CONCRETE BOX CULVERT
 QO2177_STAMPING: 3009 C 1984
 QO2177_MARK LOGO: MNDT  
 QO2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2177+STABILITY: SURFACE MOTION
 QO2177
 QO2177  HISTORY     - Date     Condition        Report By
 QO2177  HISTORY     - 1984     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1270 ***********************************************************************
 QO1270  DESIGNATION -  3010 A
 QO1270  PID         -  QO1270
 QO1270  STATE/COUNTY-  MN/ISANTI
 QO1270  USGS QUAD   -  BRAHAM (1983)
 QO1270
 QO1270                         *CURRENT SURVEY CONTROL
 QO1270  ___________________________________________________________________
 QO1270* NAD 83(1986)-  45 42 44.     (N)    093 10 37.     (W)     SCALED    
 QO1270* NAVD 88     -       290.701  (meters)     953.74   (feet)  ADJUSTED  
 QO1270  ___________________________________________________________________
 QO1270  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 QO1270  DYNAMIC HT  -         290.689 (meters)     953.70  (feet)  COMP
 QO1270  MODELED GRAV-     980,567.6   (mgal)                       NAVD 88
 QO1270
 QO1270  VERT ORDER  -  SECOND    CLASS I
 QO1270
 QO1270.The horizontal coordinates were scaled from a topographic map and have
 QO1270.an estimated accuracy of +/- 6 seconds.
 QO1270
 QO1270.The orthometric height was determined by differential leveling
 QO1270.and adjusted by the National Geodetic Survey in June 1991..
 QO1270
 QO1270.The geoid height was determined by GEOID03.
 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     -   179,730.      883,550.      MT  (+/- 180 meters Scaled)
 QO1270
 QO1270                          SUPERSEDED SURVEY CONTROL
 QO1270
 QO1270.No superseded survey control is available for this station.
 QO1270
 QO1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL862620(NAD 83)
 QO1270_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1271 ***********************************************************************
 QO1271  DESIGNATION -  3010 B
 QO1271  PID         -  QO1271
 QO1271  STATE/COUNTY-  MN/ISANTI
 QO1271  USGS QUAD   -  BRAHAM (1983)
 QO1271
 QO1271                         *CURRENT SURVEY CONTROL
 QO1271  ___________________________________________________________________
 QO1271* NAD 83(1986)-  45 43 23.     (N)    093 10 16.     (W)     SCALED    
 QO1271* NAVD 88     -       292.113  (meters)     958.37   (feet)  ADJUSTED  
 QO1271  ___________________________________________________________________
 QO1271  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 QO1271  DYNAMIC HT  -         292.102 (meters)     958.34  (feet)  COMP
 QO1271  MODELED GRAV-     980,570.1   (mgal)                       NAVD 88
 QO1271
 QO1271  VERT ORDER  -  SECOND    CLASS I
 QO1271
 QO1271.The horizontal coordinates were scaled from a topographic map and have
 QO1271.an estimated accuracy of +/- 6 seconds.
 QO1271
 QO1271.The orthometric height was determined by differential leveling
 QO1271.and adjusted by the National Geodetic Survey in June 1991..
 QO1271
 QO1271.The geoid height was determined by GEOID03.
 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     -   180,940.      883,990.      MT  (+/- 180 meters Scaled)
 QO1271
 QO1271                          SUPERSEDED SURVEY CONTROL
 QO1271
 QO1271.No superseded survey control is available for this station.
 QO1271
 QO1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL866632(NAD 83)
 QO1271_MARKER: DB = BENCH MARK DISK
 QO1271_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QO1271_SP_SET: CONCRETE BASE
 QO1271_STAMPING: 3010 B 1977
 QO1271_MARK LOGO: MNDT  
 QO1271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QO1271+STABILITY: POSITION/ELEVATION WELL
 QO1271
 QO1271  HISTORY     - Date     Condition        Report By
 QO1271  HISTORY     - 1977     MONUMENTED       MNDT
 QO1271  HISTORY     - 1985     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0116 ***********************************************************************
 QP0116  DESIGNATION -  301/2 BOLT
 QP0116  PID         -  QP0116
 QP0116  STATE/COUNTY-  MN/MORRISON
 QP0116  USGS QUAD   -  LITTLE FALLS EAST (1978)
 QP0116
 QP0116                         *CURRENT SURVEY CONTROL
 QP0116  ___________________________________________________________________
 QP0116* NAD 83(1986)-  45 57 46.     (N)    094 22 28.     (W)     SCALED    
 QP0116* NAVD 88     -       338.962  (meters)    1112.08   (feet)  ADJUSTED  
 QP0116  ___________________________________________________________________
 QP0116  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 QP0116  DYNAMIC HT  -         338.970 (meters)    1112.10  (feet)  COMP
 QP0116  MODELED GRAV-     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
 QP0116.and adjusted by the National Geodetic Survey in June 1991..
 QP0116
 QP0116.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0115 ***********************************************************************
 QP0115  DESIGNATION -  301/2 CAP
 QP0115  PID         -  QP0115
 QP0115  STATE/COUNTY-  MN/MORRISON
 QP0115  USGS QUAD   -  LITTLE FALLS EAST (1978)
 QP0115
 QP0115                         *CURRENT SURVEY CONTROL
 QP0115  ___________________________________________________________________
 QP0115* NAD 83(1986)-  45 57 46.     (N)    094 22 28.     (W)     SCALED    
 QP0115* NAVD 88     -       339.682  (meters)    1114.44   (feet)  ADJUSTED  
 QP0115  ___________________________________________________________________
 QP0115  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 QP0115  DYNAMIC HT  -         339.690 (meters)    1114.47  (feet)  COMP
 QP0115  MODELED GRAV-     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
 QP0115.and adjusted by the National Geodetic Survey in June 1991..
 QP0115
 QP0115.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0128 ***********************************************************************
 QP0128  DESIGNATION -  302/2 BOLT
 QP0128  PID         -  QP0128
 QP0128  STATE/COUNTY-  MN/MORRISON
 QP0128  USGS QUAD   -  LITTLE FALLS EAST (1978)
 QP0128
 QP0128                         *CURRENT SURVEY CONTROL
 QP0128  ___________________________________________________________________
 QP0128* NAD 83(1986)-  45 59 56.     (N)    094 21 17.     (W)     SCALED    
 QP0128* NAVD 88     -       340.806  (meters)    1118.13   (feet)  ADJUSTED  
 QP0128  ___________________________________________________________________
 QP0128  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 QP0128  DYNAMIC HT  -         340.815 (meters)    1118.16  (feet)  COMP
 QP0128  MODELED GRAV-     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
 QP0128.and adjusted by the National Geodetic Survey in June 1991..
 QP0128
 QP0128.The geoid height was determined by GEOID03.
 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_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             NGS
 QP0128
 QP0128                          STATION DESCRIPTION
 QP0128
 QP0128'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 QP0127 ***********************************************************************
 QP0127  DESIGNATION -  302/2 CAP
 QP0127  PID         -  QP0127
 QP0127  STATE/COUNTY-  MN/MORRISON
 QP0127  USGS QUAD   -  LITTLE FALLS EAST (1978)
 QP0127
 QP0127                         *CURRENT SURVEY CONTROL
 QP0127  ___________________________________________________________________
 QP0127* NAD 83(1986)-  45 59 56.     (N)    094 21 17.     (W)     SCALED    
 QP0127* NAVD 88     -       342.000  (meters)    1122.05   (feet)  ADJUSTED  
 QP0127  ___________________________________________________________________
 QP0127  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 QP0127  DYNAMIC HT  -         342.009 (meters)    1122.07  (feet)  COMP
 QP0127  MODELED GRAV-     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
 QP0127.and adjusted by the National Geodetic Survey in June 1991..
 QP0127
 QP0127.The geoid height was determined by GEOID03.
 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_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             NGS
 QP0127
 QP0127                          STATION DESCRIPTION
 QP0127
 QP0127'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 TC0359 ***********************************************************************
 TC0359  DESIGNATION -  303 USE
 TC0359  PID         -  TC0359
 TC0359  STATE/COUNTY-  MN/ROSEAU
 TC0359  USGS QUAD   -  WARROAD (1994)
 TC0359
 TC0359                         *CURRENT SURVEY CONTROL
 TC0359  ___________________________________________________________________
 TC0359* NAD 83(1986)-  48 54 17.     (N)    095 18 46.     (W)     SCALED    
 TC0359* NAVD 88     -       325.135  (meters)    1066.71   (feet)  POSTED    
 TC0359  ___________________________________________________________________
 TC0359  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 TC0359  DYNAMIC HT  -         325.230 (meters)    1067.03  (feet)  COMP
 TC0359  MODELED GRAV-     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 National Geodetic Survey in 1992..
 TC0359.No vertical observational check was made to the station.
 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.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0139 ***********************************************************************
 RO0139  DESIGNATION -  303/2 BOLT
 RO0139  PID         -  RO0139
 RO0139  STATE/COUNTY-  MN/MORRISON
 RO0139  USGS QUAD   -  BELLE PRAIRIE (1979)
 RO0139
 RO0139                         *CURRENT SURVEY CONTROL
 RO0139  ___________________________________________________________________
 RO0139* NAD 83(1986)-  46 02 03.     (N)    094 20 16.     (W)     SCALED    
 RO0139* NAVD 88     -       343.77   (+/-2cm)    1127.9    (feet)  VERTCON   
 RO0139  ___________________________________________________________________
 RO0139  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 RO0139
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0139
 RO0139.The geoid height was determined by GEOID03.
 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_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   NGS
 RO0139  HISTORY     - 1976     MARK NOT FOUND   NGS
 RO0139
 RO0139                          STATION DESCRIPTION
 RO0139
 RO0139'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0138 ***********************************************************************
 RO0138  DESIGNATION -  303/2 CAP
 RO0138  PID         -  RO0138
 RO0138  STATE/COUNTY-  MN/MORRISON
 RO0138  USGS QUAD   -  BELLE PRAIRIE (1979)
 RO0138
 RO0138                         *CURRENT SURVEY CONTROL
 RO0138  ___________________________________________________________________
 RO0138* NAD 83(1986)-  46 02 03.     (N)    094 20 16.     (W)     SCALED    
 RO0138* NAVD 88     -       344.98   (+/-2cm)    1131.8    (feet)  VERTCON   
 RO0138  ___________________________________________________________________
 RO0138  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 RO0138
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0138
 RO0138.The geoid height was determined by GEOID03.
 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_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   NGS
 RO0138
 RO0138                          STATION DESCRIPTION
 RO0138
 RO0138'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 SJ1482 ***********************************************************************
 SJ1482  DESIGNATION -  304 CAP
 SJ1482  PID         -  SJ1482
 SJ1482  STATE/COUNTY-  MN/ITASCA
 SJ1482  USGS QUAD   -  BALL CLUB (1996)
 SJ1482
 SJ1482                         *CURRENT SURVEY CONTROL
 SJ1482  ___________________________________________________________________
 SJ1482* NAD 83(1986)-  47 19 27.     (N)    093 57 13.     (W)     SCALED    
 SJ1482* NAVD 88     -       395.284  (meters)    1296.86   (feet)  ADJUSTED  
 SJ1482  ___________________________________________________________________
 SJ1482  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 SJ1482  DYNAMIC HT  -         395.323 (meters)    1296.99  (feet)  COMP
 SJ1482  MODELED GRAV-     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
 SJ1482.and adjusted by the National Geodetic Survey in June 1991..
 SJ1482
 SJ1482.The geoid height was determined by GEOID03.
 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_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             NGS
 SJ1482
 SJ1482                          STATION DESCRIPTION
 SJ1482
 SJ1482'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0141 ***********************************************************************
 RO0141  DESIGNATION -  304/2 BOLT
 RO0141  PID         -  RO0141
 RO0141  STATE/COUNTY-  MN/MORRISON
 RO0141  USGS QUAD   -  BELLE PRAIRIE (1979)
 RO0141
 RO0141                         *CURRENT SURVEY CONTROL
 RO0141  ___________________________________________________________________
 RO0141* NAD 83(1986)-  46 04 12.     (N)    094 19 42.     (W)     SCALED    
 RO0141* NAVD 88     -       346.09   (+/-2cm)    1135.5    (feet)  VERTCON   
 RO0141  ___________________________________________________________________
 RO0141  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 RO0141
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0141
 RO0141.The geoid height was determined by GEOID03.
 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_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             NGS
 RO0141
 RO0141                          STATION DESCRIPTION
 RO0141
 RO0141'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0140 ***********************************************************************
 RO0140  DESIGNATION -  304/2 CAP
 RO0140  PID         -  RO0140
 RO0140  STATE/COUNTY-  MN/MORRISON
 RO0140  USGS QUAD   -  BELLE PRAIRIE (1979)
 RO0140
 RO0140                         *CURRENT SURVEY CONTROL
 RO0140  ___________________________________________________________________
 RO0140* NAD 83(1986)-  46 04 12.     (N)    094 19 42.     (W)     SCALED    
 RO0140* NAVD 88     -       347.299  (meters)    1139.43   (feet)  ADJUSTED  
 RO0140  ___________________________________________________________________
 RO0140  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 RO0140  DYNAMIC HT  -         347.311 (meters)    1139.47  (feet)  COMP
 RO0140  MODELED GRAV-     980,637.9   (mgal)                       NAVD 88
 RO0140
 RO0140  VERT ORDER  -  FIRST     CLASS I
 RO0140
 RO0140.The horizontal coordinates were scaled from a topographic map and have
 RO0140.an estimated accuracy of +/- 6 seconds.
 RO0140
 RO0140.The orthometric height was determined by differential leveling
 RO0140.and adjusted by the National Geodetic Survey in June 1991..
 RO0140
 RO0140.The geoid height was determined by GEOID03.
 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     -   218,930.      793,940.      MT  (+/- 180 meters Scaled)
 RO0140
 RO0140                          SUPERSEDED SURVEY CONTROL
 RO0140
 RO0140.No superseded survey control is available for this station.
 RO0140
 RO0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM972026(NAD 83)
 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_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0140
 RO0140  HISTORY     - Date     Condition        Report By
 RO0140  HISTORY     - UNK      MONUMENTED       MRC
 RO0140  HISTORY     - 1934     GOOD             NGS
 RO0140  HISTORY     - 1976     GOOD             NGS
 RO0140
 RO0140                          STATION DESCRIPTION
 RO0140
 RO0140'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0143 ***********************************************************************
 RO0143  DESIGNATION -  305/2 BOLT
 RO0143  PID         -  RO0143
 RO0143  STATE/COUNTY-  MN/MORRISON
 RO0143  USGS QUAD   -  BELLE PRAIRIE (1979)
 RO0143
 RO0143                         *CURRENT SURVEY CONTROL
 RO0143  ___________________________________________________________________
 RO0143* NAD 83(1986)-  46 06 14.     (N)    094 20 28.     (W)     SCALED    
 RO0143* NAVD 88     -       348.14   (+/-2cm)    1142.2    (feet)  VERTCON   
 RO0143  ___________________________________________________________________
 RO0143  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 RO0143
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0143
 RO0143.The geoid height was determined by GEOID03.
 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_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   NGS
 RO0143
 RO0143                          STATION DESCRIPTION
 RO0143
 RO0143'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0142 ***********************************************************************
 RO0142  DESIGNATION -  305/2 CAP
 RO0142  PID         -  RO0142
 RO0142  STATE/COUNTY-  MN/MORRISON
 RO0142  USGS QUAD   -  BELLE PRAIRIE (1979)
 RO0142
 RO0142                         *CURRENT SURVEY CONTROL
 RO0142  ___________________________________________________________________
 RO0142* NAD 83(1986)-  46 06 14.     (N)    094 20 28.     (W)     SCALED    
 RO0142* NAVD 88     -       349.36   (+/-2cm)    1146.2    (feet)  VERTCON   
 RO0142  ___________________________________________________________________
 RO0142  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 RO0142
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0142
 RO0142.The geoid height was determined by GEOID03.
 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_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   NGS
 RO0142
 RO0142                          STATION DESCRIPTION
 RO0142
 RO0142'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0145 ***********************************************************************
 RO0145  DESIGNATION -  306/2 BOLT
 RO0145  PID         -  RO0145
 RO0145  STATE/COUNTY-  MN/MORRISON
 RO0145  USGS QUAD   -  FORT RIPLEY (1956)
 RO0145
 RO0145                         *CURRENT SURVEY CONTROL
 RO0145  ___________________________________________________________________
 RO0145* NAD 83(1986)-  46 08 18.     (N)    094 22 03.     (W)     SCALED    
 RO0145* NAVD 88     -       350.68   (+/-2cm)    1150.5    (feet)  VERTCON   
 RO0145  ___________________________________________________________________
 RO0145  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 RO0145
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0145
 RO0145.The geoid height was determined by GEOID03.
 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_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             NGS
 RO0145
 RO0145                          STATION DESCRIPTION
 RO0145
 RO0145'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0144 ***********************************************************************
 RO0144  DESIGNATION -  306/2 CAP
 RO0144  PID         -  RO0144
 RO0144  STATE/COUNTY-  MN/MORRISON
 RO0144  USGS QUAD   -  FORT RIPLEY (1956)
 RO0144
 RO0144                         *CURRENT SURVEY CONTROL
 RO0144  ___________________________________________________________________
 RO0144* NAD 83(1986)-  46 08 18.     (N)    094 22 03.     (W)     SCALED    
 RO0144* NAVD 88     -       351.890  (meters)    1154.49   (feet)  ADJUSTED  
 RO0144  ___________________________________________________________________
 RO0144  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 RO0144  DYNAMIC HT  -         351.903 (meters)    1154.54  (feet)  COMP
 RO0144  MODELED GRAV-     980,639.3   (mgal)                       NAVD 88
 RO0144
 RO0144  VERT ORDER  -  FIRST     CLASS I
 RO0144
 RO0144.The horizontal coordinates were scaled from a topographic map and have
 RO0144.an estimated accuracy of +/- 6 seconds.
 RO0144
 RO0144.The orthometric height was determined by differential leveling
 RO0144.and adjusted by the National Geodetic Survey in June 1991..
 RO0144
 RO0144.The geoid height was determined by GEOID03.
 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     -   226,530.      790,920.      MT  (+/- 180 meters Scaled)
 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: 15TUM943103(NAD 83)
 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             NGS
 RO0144  HISTORY     - 1976     GOOD             NGS
 RO0144
 RO0144                          STATION DESCRIPTION
 RO0144
 RO0144'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0147 ***********************************************************************
 RO0147  DESIGNATION -  307/2 BOLT
 RO0147  PID         -  RO0147
 RO0147  STATE/COUNTY-  MN/CROW WING
 RO0147  USGS QUAD   -  FORT RIPLEY (1956)
 RO0147
 RO0147                         *CURRENT SURVEY CONTROL
 RO0147  ___________________________________________________________________
 RO0147* NAD 83(1986)-  46 10 45.     (N)    094 21 46.     (W)     SCALED    
 RO0147* NAVD 88     -       353.67   (+/-2cm)    1160.3    (feet)  VERTCON   
 RO0147  ___________________________________________________________________
 RO0147  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 RO0147
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0147
 RO0147.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 RO0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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             NGS
 RO0147
 RO0147                          STATION DESCRIPTION
 RO0147
 RO0147'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0146 ***********************************************************************
 RO0146  DESIGNATION -  307/2 CAP
 RO0146  PID         -  RO0146
 RO0146  STATE/COUNTY-  MN/CROW WING
 RO0146  USGS QUAD   -  FORT RIPLEY (1956)
 RO0146
 RO0146                         *CURRENT SURVEY CONTROL
 RO0146  ___________________________________________________________________
 RO0146* NAD 83(1986)-  46 10 45.     (N)    094 21 46.     (W)     SCALED    
 RO0146* NAVD 88     -       354.880  (meters)    1164.30   (feet)  ADJUSTED  
 RO0146  ___________________________________________________________________
 RO0146  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 RO0146  DYNAMIC HT  -         354.893 (meters)    1164.34  (feet)  COMP
 RO0146  MODELED GRAV-     980,641.6   (mgal)                       NAVD 88
 RO0146
 RO0146  VERT ORDER  -  FIRST     CLASS I
 RO0146
 RO0146.The horizontal coordinates were scaled from a topographic map and have
 RO0146.an estimated accuracy of +/- 6 seconds.
 RO0146
 RO0146.The orthometric height was determined by differential leveling
 RO0146.and adjusted by the National Geodetic Survey in June 1991..
 RO0146
 RO0146.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 RO0146;SPC MN C     -   231,070.      791,290.      MT  (+/- 180 meters Scaled)
 RO0146
 RO0146                          SUPERSEDED SURVEY CONTROL
 RO0146
 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: 15TUM948148(NAD 83)
 RO0146_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RO0146_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0146_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0146
 RO0146  HISTORY     - Date     Condition        Report By
 RO0146  HISTORY     - UNK      MONUMENTED       MRC
 RO0146  HISTORY     - 1934     GOOD             NGS
 RO0146  HISTORY     - 1976     GOOD             NGS
 RO0146
 RO0146                          STATION DESCRIPTION
 RO0146
 RO0146'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0149 ***********************************************************************
 RO0149  DESIGNATION -  308/2 BOLT
 RO0149  PID         -  RO0149
 RO0149  STATE/COUNTY-  MN/CROW WING
 RO0149  USGS QUAD   -  BELLE PRAIRIE NW (1979)
 RO0149
 RO0149                         *CURRENT SURVEY CONTROL
 RO0149  ___________________________________________________________________
 RO0149* NAD 83(1986)-  46 12 48.     (N)    094 23 40.     (W)     SCALED    
 RO0149* NAVD 88     -       353.49   (+/-2cm)    1159.7    (feet)  VERTCON   
 RO0149  ___________________________________________________________________
 RO0149  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 RO0149
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0149
 RO0149.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 RO0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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             NGS
 RO0149
 RO0149                          STATION DESCRIPTION
 RO0149
 RO0149'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0148 ***********************************************************************
 RO0148  DESIGNATION -  308/2 CAP
 RO0148  PID         -  RO0148
 RO0148  STATE/COUNTY-  MN/CROW WING
 RO0148  USGS QUAD   -  BELLE PRAIRIE NW (1979)
 RO0148
 RO0148                         *CURRENT SURVEY CONTROL
 RO0148  ___________________________________________________________________
 RO0148* NAD 83(1986)-  46 12 48.     (N)    094 23 40.     (W)     SCALED    
 RO0148* NAVD 88     -       354.70   (+/-2cm)    1163.7    (feet)  VERTCON   
 RO0148  ___________________________________________________________________
 RO0148  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 RO0148
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0148
 RO0148.The geoid height was determined by GEOID03.
 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_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             NGS
 RO0148
 RO0148                          STATION DESCRIPTION
 RO0148
 RO0148'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0151 ***********************************************************************
 RO0151  DESIGNATION -  309/2 BOLT
 RO0151  PID         -  RO0151
 RO0151  STATE/COUNTY-  MN/CROW WING
 RO0151  USGS QUAD   -  FORT RIPLEY (1956)
 RO0151
 RO0151                         *CURRENT SURVEY CONTROL
 RO0151  ___________________________________________________________________
 RO0151* NAD 83(1986)-  46 14 37.     (N)    094 21 53.     (W)     SCALED    
 RO0151* NAVD 88     -       360.69   (+/-2cm)    1183.4    (feet)  VERTCON   
 RO0151  ___________________________________________________________________
 RO0151  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 RO0151
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0151
 RO0151.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 RO0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0151_SP_SET: TILE
 RO0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0151
 RO0151  HISTORY     - Date     Condition        Report By
 RO0151  HISTORY     - UNK      MONUMENTED       MRC
 RO0151  HISTORY     - 1934     GOOD             NGS
 RO0151
 RO0151                          STATION DESCRIPTION
 RO0151
 RO0151'DESCRIBED BY NATIONAL 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0150 ***********************************************************************
 RO0150  DESIGNATION -  309/2 CAP
 RO0150  PID         -  RO0150
 RO0150  STATE/COUNTY-  MN/CROW WING
 RO0150  USGS QUAD   -  FORT RIPLEY (1956)
 RO0150
 RO0150                         *CURRENT SURVEY CONTROL
 RO0150  ___________________________________________________________________
 RO0150* NAD 83(1986)-  46 14 37.     (N)    094 21 53.     (W)     SCALED    
 RO0150* NAVD 88     -       361.90   (+/-2cm)    1187.3    (feet)  VERTCON   
 RO0150  ___________________________________________________________________
 RO0150  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 RO0150
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0150
 RO0150.The geoid height was determined by GEOID03.
 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_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             NGS
 RO0150
 RO0150                          STATION DESCRIPTION
 RO0150
 RO0150'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 DF8695 ***********************************************************************
 DF8695  DESIGNATION -  31
 DF8695  PID         -  DF8695
 DF8695  STATE/COUNTY-  MN/KANABEC
 DF8695  USGS QUAD   -  WARMAN (1968)
 DF8695
 DF8695                         *CURRENT SURVEY CONTROL
 DF8695  ___________________________________________________________________
 DF8695* NAD 83(1996)-  46 01 47.64469(N)    093 22 13.44767(W)     ADJUSTED  
 DF8695* NAVD 88     -       372.9    (meters)    1223.     (feet)  GPS OBS   
 DF8695  ___________________________________________________________________
 DF8695  X           -    -260,805.429 (meters)                     COMP
 DF8695  Y           -  -4,428,495.418 (meters)                     COMP
 DF8695  Z           -   4,567,804.246 (meters)                     COMP
 DF8695  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 DF8695  ELLIP HEIGHT-         345.39  (meters)          (10/22/03) GPS OBS
 DF8695  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DF8695
 DF8695  HORZ ORDER  -  FIRST
 DF8695  ELLP ORDER  -  THIRD     CLASS II
 DF8695
 DF8695.The horizontal coordinates were established by GPS observations
 DF8695.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8695
 DF8695.The orthometric height was determined by GPS observations and a
 DF8695.high-resolution geoid model.
 DF8695
 DF8695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8695
 DF8695.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8695
 DF8695.The ellipsoidal height was determined by GPS observations
 DF8695.and is referenced to NAD 83.
 DF8695
 DF8695.The geoid height was determined by GEOID03.
 DF8695
 DF8695;                    North         East     Units Scale Factor Converg.
 DF8695;SPC MN C     -   214,847.449   868,094.091   MT  0.99993612   +0 38 10.6
 DF8695;UTM  15      - 5,097,436.427   471,334.366   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  =   0.99988198
 DF8695!UTM  15      -   0.99994586  x   0.99961010  =   0.99955598
 DF8695
 DF8695                          SUPERSEDED SURVEY CONTROL
 DF8695
 DF8695.No superseded survey control is available for this station.
 DF8695
 DF8695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7133497436(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8695+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8695
 DF8695  HISTORY     - Date     Condition        Report By
 DF8695  HISTORY     - 2001     MONUMENTED       MN-065
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0084 ***********************************************************************
 QO0084  DESIGNATION -  31 A CAP
 QO0084  PID         -  QO0084
 QO0084  STATE/COUNTY-  MN/WASHINGTON
 QO0084  USGS QUAD   -  FOREST LAKE (1993)
 QO0084
 QO0084                         *CURRENT SURVEY CONTROL
 QO0084  ___________________________________________________________________
 QO0084* NAD 83(1986)-  45 16 48.     (N)    092 59 12.     (W)     SCALED    
 QO0084* NAVD 88     -       278.435  (meters)     913.50   (feet)  ADJUSTED  
 QO0084  ___________________________________________________________________
 QO0084  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 QO0084  DYNAMIC HT  -         278.433 (meters)     913.49  (feet)  COMP
 QO0084  MODELED GRAV-     980,601.1   (mgal)                       NAVD 88
 QO0084
 QO0084  VERT ORDER  -  SECOND    CLASS 0
 QO0084
 QO0084.The horizontal coordinates were scaled from a topographic map and have
 QO0084.an estimated accuracy of +/- 6 seconds.
 QO0084
 QO0084.The orthometric height was determined by differential leveling
 QO0084.and adjusted by the National Geodetic Survey in June 1991..
 QO0084
 QO0084.The geoid height was determined by GEOID03.
 QO0084
 QO0084.The dynamic height is computed by dividing the NAVD 88
 QO0084.geopotential number by the normal gravity value computed on the
 QO0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0084.degrees latitude (g = 980.6199 gals.).
 QO0084
 QO0084.The modeled gravity was interpolated from observed gravity values.
 QO0084
 QO0084;                    North         East    Units  Estimated Accuracy
 QO0084;SPC MN S     -   353,840.      879,510.      MT  (+/- 180 meters Scaled)
 QO0084
 QO0084                          SUPERSEDED SURVEY CONTROL
 QO0084
 QO0084  NGVD 29 (??/??/92)  278.399  (m)          913.38   (f) ADJ UNCH    2 0
 QO0084
 QO0084.Superseded values are not recommended for survey control.
 QO0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0084.See file dsdata.txt to determine how the superseded data were derived.
 QO0084
 QO0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL010140(NAD 83)
 QO0084_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0084_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0084_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0084
 QO0084  HISTORY     - Date     Condition        Report By
 QO0084  HISTORY     - UNK      MONUMENTED       MNDT
 QO0084  HISTORY     - 1970     GOOD             MNDT
 QO0084  HISTORY     - 20051001 MARK NOT FOUND   USPSQD
 QO0084
 QO0084                          STATION DESCRIPTION
 QO0084
 QO0084'DESCRIBED BY MN DEPT OF TRANSP 1970
 QO0084'IN FOREST LAKE.
 QO0084'ABOUT 380 FEET NORTH ALONG THE RAILROAD TRACK FROM THE NORTHERN
 QO0084'PACIFIC RAILWAY STATION, 90 FEET EAST OF A ROW OF POLES (ALONG 3RD
 QO0084'STREET NORTHWEST) 80 FEET NORTH OF THE NORTH SIDE OF A LUMBER SHED,
 QO0084'ABOUT 4 FEET NORTH OF A FENCELINE, 3.5 FEET NORTH OF A STEEL WITNESS
 QO0084'POST.  NE 1/4, SEC 8, T 32N, R 21W.
 QO0084
 QO0084                          STATION RECOVERY (2005)
 QO0084
 QO0084'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0084'MARK NOT FOUND. RAIR ROAD STATION IS GONE AND RAIL ROAD IS NOW A
 QO0084'COUNTY TRAIL SYSTEM. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0083 ***********************************************************************
 QO0083  DESIGNATION -  31 BOLT
 QO0083  PID         -  QO0083
 QO0083  STATE/COUNTY-  MN/WASHINGTON
 QO0083  USGS QUAD   -  FOREST LAKE (1993)
 QO0083
 QO0083                         *CURRENT SURVEY CONTROL
 QO0083  ___________________________________________________________________
 QO0083* NAD 83(1986)-  45 16 48.     (N)    092 59 13.     (W)     SCALED    
 QO0083* NAVD 88     -       277.212  (meters)     909.49   (feet)  ADJUSTED  
 QO0083  ___________________________________________________________________
 QO0083  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 QO0083  DYNAMIC HT  -         277.210 (meters)     909.48  (feet)  COMP
 QO0083  MODELED GRAV-     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
 QO0083.and adjusted by the National Geodetic Survey in June 1991..
 QO0083
 QO0083.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0708 ***********************************************************************
 SK0708  DESIGNATION -  31 CER
 SK0708  PID         -  SK0708
 SK0708  STATE/COUNTY-  MN/POLK
 SK0708  USGS QUAD   -  GULLY (1972)
 SK0708
 SK0708                         *CURRENT SURVEY CONTROL
 SK0708  ___________________________________________________________________
 SK0708* NAD 83(1986)-  47 45 40.     (N)    095 36 06.     (W)     SCALED    
 SK0708* NAVD 88     -       397.454  (meters)    1303.98   (feet)  ADJUSTED  
 SK0708  ___________________________________________________________________
 SK0708  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 SK0708  DYNAMIC HT  -         397.516 (meters)    1304.18  (feet)  COMP
 SK0708  MODELED GRAV-     980,756.3   (mgal)                       NAVD 88
 SK0708
 SK0708  VERT ORDER  -  SECOND    CLASS 0
 SK0708
 SK0708.The horizontal coordinates were scaled from a topographic map and have
 SK0708.an estimated accuracy of +/- 6 seconds.
 SK0708
 SK0708.The orthometric height was determined by differential leveling
 SK0708.and adjusted by the National Geodetic Survey in June 1991..
 SK0708
 SK0708.The geoid height was determined by GEOID03.
 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     -   243,240.      612,500.      MT  (+/- 180 meters Scaled)
 SK0708
 SK0708                          SUPERSEDED SURVEY CONTROL
 SK0708
 SK0708.No superseded survey control is available for this station.
 SK0708
 SK0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN050930(NAD 83)
 SK0708_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 SK0707 ***********************************************************************
 SK0707  DESIGNATION -  31 CER RM
 SK0707  PID         -  SK0707
 SK0707  STATE/COUNTY-  MN/POLK
 SK0707  USGS QUAD   -  GULLY (1972)
 SK0707
 SK0707                         *CURRENT SURVEY CONTROL
 SK0707  ___________________________________________________________________
 SK0707* NAD 83(1986)-  47 45 39.     (N)    095 36 06.     (W)     SCALED    
 SK0707* NAVD 88     -       396.151  (meters)    1299.71   (feet)  ADJUSTED  
 SK0707  ___________________________________________________________________
 SK0707  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 SK0707  DYNAMIC HT  -         396.213 (meters)    1299.91  (feet)  COMP
 SK0707  MODELED GRAV-     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
 SK0707.and adjusted by the National Geodetic Survey in June 1991..
 SK0707
 SK0707.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK1050 ***********************************************************************
 SK1050  DESIGNATION -  31 DWE
 SK1050  PID         -  SK1050
 SK1050  STATE/COUNTY-  MN/MAHNOMEN
 SK1050  USGS QUAD   -  BEJOU (1969)
 SK1050
 SK1050                         *CURRENT SURVEY CONTROL
 SK1050  ___________________________________________________________________
 SK1050* NAD 83(1996)-  47 23 00.91466(N)    095 58 16.66509(W)     ADJUSTED  
 SK1050* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 SK1050  ___________________________________________________________________
 SK1050  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 SK1050  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 SK1050
 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 DEFLEC99 derived deflections.
 SK1050
 SK1050.The geoid height was determined by GEOID03.
 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;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: 15TTN7573652073(NAD 83)
 SK1050_MARKER: DD = SURVEY DISK
 SK1050_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 OO0551 ***********************************************************************
 OO0551  DESIGNATION -  31 KED
 OO0551  PID         -  OO0551
 OO0551  STATE/COUNTY-  MN/STEELE
 OO0551  USGS QUAD   -  ELLENDALE (1967)
 OO0551
 OO0551                         *CURRENT SURVEY CONTROL
 OO0551  ___________________________________________________________________
 OO0551* NAD 83(1986)-  43 52 12.     (N)    093 15 43.     (W)     SCALED    
 OO0551* NAVD 88     -       366.871  (meters)    1203.64   (feet)  ADJUSTED  
 OO0551  ___________________________________________________________________
 OO0551  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 OO0551  DYNAMIC HT  -         366.801 (meters)    1203.41  (feet)  COMP
 OO0551  MODELED GRAV-     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
 OO0551.and adjusted by the National Geodetic Survey in June 1991..
 OO0551
 OO0551.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 AJ8603 ***********************************************************************
 AJ8603  DESIGNATION -  31 KEE
 AJ8603  PID         -  AJ8603
 AJ8603  STATE/COUNTY-  MN/ROSEAU
 AJ8603  USGS QUAD   -  THIEF LAKE NE (1984)
 AJ8603
 AJ8603                         *CURRENT SURVEY CONTROL
 AJ8603  ___________________________________________________________________
 AJ8603* NAD 83(1996)-  48 43 05.70643(N)    095 45 54.02174(W)     ADJUSTED  
 AJ8603* NAVD 88     -       330.752  (meters)    1085.14   (feet)  ADJUSTED  
 AJ8603  ___________________________________________________________________
 AJ8603  X           -    -423,514.689 (meters)                     COMP
 AJ8603  Y           -  -4,194,906.303 (meters)                     COMP
 AJ8603  Z           -   4,770,172.401 (meters)                     COMP
 AJ8603  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 AJ8603  ELLIP HEIGHT-         302.87  (meters)          (03/29/02) GPS OBS
 AJ8603  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AJ8603  DYNAMIC HT  -         330.834 (meters)    1085.41  (feet)  COMP
 AJ8603  MODELED GRAV-     980,849.6   (mgal)                       NAVD 88
 AJ8603
 AJ8603  HORZ ORDER  -  FIRST
 AJ8603  VERT ORDER  -  SECOND    CLASS I
 AJ8603  ELLP ORDER  -  FOURTH    CLASS I
 AJ8603
 AJ8603.The horizontal coordinates were established by GPS observations
 AJ8603.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8603
 AJ8603.The orthometric height was determined by differential leveling
 AJ8603.and adjusted by the National Geodetic Survey in April 2004..
 AJ8603
 AJ8603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8603
 AJ8603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8603
 AJ8603.The ellipsoidal height was determined by GPS observations
 AJ8603.and is referenced to NAD 83.
 AJ8603
 AJ8603.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8603;SPC MN N     -   350,004.634   603,933.756   MT  1.00002186   -1 58 31.3
 AJ8603;UTM  15      - 5,399,824.847   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  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: 15UTP9663299825(NAD 83)
 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 = OCTOBER  6, 2006
 OQ1180 ***********************************************************************
 OQ1180  DESIGNATION -  31 SEM
 OQ1180  PID         -  OQ1180
 OQ1180  STATE/COUNTY-  MN/ROCK
 OQ1180  USGS QUAD   -  EDGERTON SOUTH (1967)
 OQ1180
 OQ1180                         *CURRENT SURVEY CONTROL
 OQ1180  ___________________________________________________________________
 OQ1180* NAD 83(1986)-  43 45 41.     (N)    096 13 58.     (W)     SCALED    
 OQ1180* NAVD 88     -       511.553  (meters)    1678.32   (feet)  ADJUSTED  
 OQ1180  ___________________________________________________________________
 OQ1180  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 OQ1180  DYNAMIC HT  -         511.427 (meters)    1677.91  (feet)  COMP
 OQ1180  MODELED GRAV-     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
 OQ1180.and adjusted by the National Geodetic Survey in June 1995..
 OQ1180
 OQ1180.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF7373 ***********************************************************************
 DF7373  DESIGNATION -  31 SEM
 DF7373  PID         -  DF7373
 DF7373  STATE/COUNTY-  MN/AITKIN
 DF7373  USGS QUAD   -  TAMARACK (1970)
 DF7373
 DF7373                         *CURRENT SURVEY CONTROL
 DF7373  ___________________________________________________________________
 DF7373* NAD 83(1996)-  46 42 33.81422(N)    093 07 36.98778(W)     ADJUSTED  
 DF7373* NAVD 88     -       385.8    (meters)    1266.     (feet)  GPS OBS   
 DF7373  ___________________________________________________________________
 DF7373  X           -    -239,003.729 (meters)                     COMP
 DF7373  Y           -  -4,374,980.653 (meters)                     COMP
 DF7373  Z           -   4,619,932.388 (meters)                     COMP
 DF7373  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 DF7373  ELLIP HEIGHT-         357.49  (meters)          (08/26/03) GPS OBS
 DF7373  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DF7373
 DF7373  HORZ ORDER  -  FIRST
 DF7373  ELLP ORDER  -  THIRD     CLASS I
 DF7373
 DF7373.The horizontal coordinates were established by GPS observations
 DF7373.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7373
 DF7373.The orthometric height was determined by GPS observations and a
 DF7373.high-resolution geoid model.
 DF7373
 DF7373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7373
 DF7373.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7373
 DF7373.The ellipsoidal height was determined by GPS observations
 DF7373.and is referenced to NAD 83.
 DF7373
 DF7373.The geoid height was determined by GEOID03.
 DF7373
 DF7373;                    North         East     Units Scale Factor Converg.
 DF7373;SPC MN C     -   290,603.982   885,869.651   MT  0.99994336   +0 48 44.7
 DF7373;UTM  15      - 5,172,878.637   490,297.032   MT  0.99960116   -0 05 32.6
 DF7373
 DF7373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7373!SPC MN C     -   0.99994396  x   0.99994336  =   0.99988733
 DF7373!UTM  15      -   0.99994396  x   0.99960116  =   0.99954515
 DF7373
 DF7373                          SUPERSEDED SURVEY CONTROL
 DF7373
 DF7373.No superseded survey control is available for this station.
 DF7373
 DF7373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9029772879(NAD 83)
 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_MAGNETIC: N = NO MAGNETIC MATERIAL
 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 - April 01, 1999
 DF7373
 DF7373  HISTORY     - Date     Condition        Report By
 DF7373  HISTORY     - 1967     MONUMENTED       USGS
 DF7373  HISTORY     - 19990401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1350 ***********************************************************************
 PQ1350  DESIGNATION -  31 T
 PQ1350  PID         -  PQ1350
 PQ1350  STATE/COUNTY-  MN/LYON
 PQ1350  USGS QUAD   -  MARSHALL SE (1963)
 PQ1350
 PQ1350                         *CURRENT SURVEY CONTROL
 PQ1350  ___________________________________________________________________
 PQ1350* NAD 83(1986)-  44 16 56.     (N)    095 45 20.     (W)     SCALED    
 PQ1350* NAVD 88     -       451.070  (meters)    1479.89   (feet)  ADJUSTED  
 PQ1350  ___________________________________________________________________
 PQ1350  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 PQ1350  DYNAMIC HT  -         450.988 (meters)    1479.62  (feet)  COMP
 PQ1350  MODELED GRAV-     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
 PQ1350.and adjusted by the National Geodetic Survey in June 1995..
 PQ1350
 PQ1350.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF4564 ***********************************************************************
 DF4564  DESIGNATION -  3102 A
 DF4564  PID         -  DF4564
 DF4564  STATE/COUNTY-  MN/ITASCA
 DF4564  USGS QUAD   -  BALL CLUB (1996)
 DF4564
 DF4564                         *CURRENT SURVEY CONTROL
 DF4564  ___________________________________________________________________
 DF4564* NAD 83(1986)-  47 19 28.     (N)    093 57 33.     (W)     SCALED    
 DF4564* NAVD 88     -       394.256  (meters)    1293.49   (feet)  ADJUSTED  
 DF4564  ___________________________________________________________________
 DF4564  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DF4564  DYNAMIC HT  -         394.295 (meters)    1293.62  (feet)  COMP
 DF4564  MODELED GRAV-     980,700.2   (mgal)                       NAVD 88
 DF4564
 DF4564  VERT ORDER  -  SECOND    CLASS I
 DF4564
 DF4564.The horizontal coordinates were scaled from a topographic map and have
 DF4564.an estimated accuracy of +/- 6 seconds.
 DF4564
 DF4564.The orthometric height was determined by differential leveling
 DF4564.and adjusted by the National Geodetic Survey in August 2004..
 DF4564
 DF4564.The geoid height was determined by GEOID03.
 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     -   192,020.      735,060.      MT  (+/- 180 meters Scaled)
 DF4564
 DF4564                          SUPERSEDED SURVEY CONTROL
 DF4564
 DF4564.No superseded survey control is available for this station.
 DF4564
 DF4564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN275416(NAD 83)
 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 = OCTOBER  6, 2006
 DF4563 ***********************************************************************
 DF4563  DESIGNATION -  3102 B
 DF4563  PID         -  DF4563
 DF4563  STATE/COUNTY-  MN/ITASCA
 DF4563  USGS QUAD   -  BALL CLUB (1996)
 DF4563
 DF4563                         *CURRENT SURVEY CONTROL
 DF4563  ___________________________________________________________________
 DF4563* NAD 83(1996)-  47 19 17.99610(N)    093 55 23.63506(W)     ADJUSTED  
 DF4563* NAVD 88     -       395.419  (meters)    1297.30   (feet)  ADJUSTED  
 DF4563  ___________________________________________________________________
 DF4563  X           -    -296,375.097 (meters)                     COMP
 DF4563  Y           -  -4,321,563.193 (meters)                     COMP
 DF4563  Z           -   4,666,349.572 (meters)                     COMP
 DF4563  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 DF4563  ELLIP HEIGHT-         366.57  (meters)          (07/22/03) GPS OBS
 DF4563  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DF4563  DYNAMIC HT  -         395.457 (meters)    1297.43  (feet)  COMP
 DF4563  MODELED GRAV-     980,696.8   (mgal)                       NAVD 88
 DF4563
 DF4563  HORZ ORDER  -  FIRST
 DF4563  VERT ORDER  -  SECOND    CLASS I
 DF4563  ELLP ORDER  -  THIRD     CLASS II
 DF4563
 DF4563.The horizontal coordinates were established by GPS observations
 DF4563.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF4563
 DF4563.The orthometric height was determined by differential leveling
 DF4563.and adjusted by the National Geodetic Survey in August 2004..
 DF4563
 DF4563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4563
 DF4563.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4563
 DF4563.The ellipsoidal height was determined by GPS observations
 DF4563.and is referenced to NAD 83.
 DF4563
 DF4563.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4563;SPC MN N     -   191,678.877   737,769.773   MT  0.99994276   -0 36 36.7
 DF4563;UTM  15      - 5,241,323.898   430,233.359   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  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: 15TVN3023341324(NAD 83)
 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 - 2001
 DF4563
 DF4563  HISTORY     - Date     Condition        Report By
 DF4563  HISTORY     - 2001     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0153 ***********************************************************************
 RO0153  DESIGNATION -  310/2 BOLT
 RO0153  PID         -  RO0153
 RO0153  STATE/COUNTY-  MN/CROW WING
 RO0153  USGS QUAD   -  BAXTER (1994)
 RO0153
 RO0153                         *CURRENT SURVEY CONTROL
 RO0153  ___________________________________________________________________
 RO0153* NAD 83(1986)-  46 16 44.     (N)    094 20 15.     (W)     SCALED    
 RO0153* NAVD 88     -       361.71   (+/-2cm)    1186.7    (feet)  VERTCON   
 RO0153  ___________________________________________________________________
 RO0153  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 RO0153
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0153
 RO0153.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 RO0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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             NGS
 RO0153
 RO0153                          STATION DESCRIPTION
 RO0153
 RO0153'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0152 ***********************************************************************
 RO0152  DESIGNATION -  310/2 CAP
 RO0152  PID         -  RO0152
 RO0152  STATE/COUNTY-  MN/CROW WING
 RO0152  USGS QUAD   -  BAXTER (1994)
 RO0152
 RO0152                         *CURRENT SURVEY CONTROL
 RO0152  ___________________________________________________________________
 RO0152* NAD 83(1986)-  46 16 44.     (N)    094 20 15.     (W)     SCALED    
 RO0152* NAVD 88     -       362.92   (+/-2cm)    1190.7    (feet)  VERTCON   
 RO0152  ___________________________________________________________________
 RO0152  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 RO0152
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0152
 RO0152.The geoid height was determined by GEOID03.
 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_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             NGS
 RO0152
 RO0152                          STATION DESCRIPTION
 RO0152
 RO0152'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 DE7999 ***********************************************************************
 DE7999  DESIGNATION -  3103 A
 DE7999  PID         -  DE7999
 DE7999  STATE/COUNTY-  MN/ITASCA
 DE7999  USGS QUAD   -  COHASSET WEST (1969)
 DE7999
 DE7999                         *CURRENT SURVEY CONTROL
 DE7999  ___________________________________________________________________
 DE7999* NAD 83(1996)-  47 17 02.76243(N)    093 40 18.64404(W)     ADJUSTED  
 DE7999* NAVD 88     -       394.958  (meters)    1295.79   (feet)  ADJUSTED  
 DE7999  ___________________________________________________________________
 DE7999  X           -    -277,607.903 (meters)                     COMP
 DE7999  Y           -  -4,325,884.630 (meters)                     COMP
 DE7999  Z           -   4,663,516.696 (meters)                     COMP
 DE7999  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 DE7999  ELLIP HEIGHT-         365.70  (meters)          (12/27/02) GPS OBS
 DE7999  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DE7999  DYNAMIC HT  -         394.990 (meters)    1295.90  (feet)  COMP
 DE7999  MODELED GRAV-     980,683.5   (mgal)                       NAVD 88
 DE7999
 DE7999  HORZ ORDER  -  FIRST
 DE7999  VERT ORDER  -  SECOND    CLASS I
 DE7999  ELLP ORDER  -  FOURTH    CLASS I
 DE7999
 DE7999.The horizontal coordinates were established by GPS observations
 DE7999.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE7999
 DE7999.The orthometric height was determined by differential leveling
 DE7999.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE7999
 DE7999.The ellipsoidal height was determined by GPS observations
 DE7999.and is referenced to NAD 83.
 DE7999
 DE7999.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE7999;SPC MN N     -   187,331.393   756,741.402   MT  0.99994880   -0 25 25.9
 DE7999;UTM  15      - 5,236,954.835   449,194.024   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  =   0.99989148
 DE7999!UTM  15      -   0.99994268  x   0.99963172  =   0.99957442
 DE7999
 DE7999                          SUPERSEDED SURVEY CONTROL
 DE7999
 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: 15TVN4919436955(NAD 83)
 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 = OCTOBER  6, 2006
 DE8000 ***********************************************************************
 DE8000  DESIGNATION -  3103 B
 DE8000  PID         -  DE8000
 DE8000  STATE/COUNTY-  MN/ITASCA
 DE8000  USGS QUAD   -  COHASSET WEST (1969)
 DE8000
 DE8000                         *CURRENT SURVEY CONTROL
 DE8000  ___________________________________________________________________
 DE8000* NAD 83(1996)-  47 16 35.51973(N)    093 39 11.71373(W)     ADJUSTED  
 DE8000* NAVD 88     -       391.418  (meters)    1284.18   (feet)  ADJUSTED  
 DE8000  ___________________________________________________________________
 DE8000  X           -    -276,243.427 (meters)                     COMP
 DE8000  Y           -  -4,326,588.959 (meters)                     COMP
 DE8000  Z           -   4,662,943.296 (meters)                     COMP
 DE8000  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 DE8000  ELLIP HEIGHT-         362.15  (meters)          (12/27/02) GPS OBS
 DE8000  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DE8000  DYNAMIC HT  -         391.450 (meters)    1284.28  (feet)  COMP
 DE8000  MODELED GRAV-     980,683.4   (mgal)                       NAVD 88
 DE8000
 DE8000  HORZ ORDER  -  FIRST
 DE8000  VERT ORDER  -  SECOND    CLASS I
 DE8000  ELLP ORDER  -  FOURTH    CLASS I
 DE8000
 DE8000.The horizontal coordinates were established by GPS observations
 DE8000.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8000
 DE8000.The orthometric height was determined by differential leveling
 DE8000.and adjusted by the National Geodetic Survey in May 2003..
 DE8000
 DE8000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8000
 DE8000.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8000
 DE8000.The ellipsoidal height was determined by GPS observations
 DE8000.and is referenced to NAD 83.
 DE8000
 DE8000.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8000;SPC MN N     -   186,479.904   758,141.773   MT  0.99995007   -0 24 36.3
 DE8000;UTM  15      - 5,236,101.912   450,592.911   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  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: 15TVN5059336102(NAD 83)
 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 - 1999
 DE8000_ROD/PIPE-DEPTH: 10.7 meters
 DE8000
 DE8000  HISTORY     - Date     Condition        Report By
 DE8000  HISTORY     - 1999     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8001 ***********************************************************************
 DE8001  DESIGNATION -  3103 C
 DE8001  PID         -  DE8001
 DE8001  STATE/COUNTY-  MN/ITASCA
 DE8001  USGS QUAD   -  COHASSET EAST (1969)
 DE8001
 DE8001                         *CURRENT SURVEY CONTROL
 DE8001  ___________________________________________________________________
 DE8001* NAD 83(1996)-  47 15 42.46765(N)    093 37 22.01364(W)     ADJUSTED  
 DE8001* NAVD 88     -       392.581  (meters)    1287.99   (feet)  ADJUSTED  
 DE8001  ___________________________________________________________________
 DE8001  X           -    -274,018.428 (meters)                     COMP
 DE8001  Y           -  -4,327,937.182 (meters)                     COMP
 DE8001  Z           -   4,661,832.369 (meters)                     COMP
 DE8001  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 DE8001  ELLIP HEIGHT-         363.32  (meters)          (12/27/02) GPS OBS
 DE8001  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DE8001  DYNAMIC HT  -         392.613 (meters)    1288.10  (feet)  COMP
 DE8001  MODELED GRAV-     980,683.4   (mgal)                       NAVD 88
 DE8001
 DE8001  HORZ ORDER  -  FIRST
 DE8001  VERT ORDER  -  SECOND    CLASS I
 DE8001  ELLP ORDER  -  FOURTH    CLASS I
 DE8001
 DE8001.The horizontal coordinates were established by GPS observations
 DE8001.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8001
 DE8001.The orthometric height was determined by differential leveling
 DE8001.and adjusted by the National Geodetic Survey in May 2003..
 DE8001
 DE8001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8001
 DE8001.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8001
 DE8001.The ellipsoidal height was determined by GPS observations
 DE8001.and is referenced to NAD 83.
 DE8001
 DE8001.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8001;SPC MN N     -   184,825.608   760,436.135   MT  0.99995259   -0 23 15.0
 DE8001;UTM  15      - 5,234,445.354   452,884.513   MT  0.99962728   -0 27 26.7
 DE8001
 DE8001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8001!SPC MN N     -   0.99994305  x   0.99995259  =   0.99989565
 DE8001!UTM  15      -   0.99994305  x   0.99962728  =   0.99957036
 DE8001
 DE8001                          SUPERSEDED SURVEY CONTROL
 DE8001
 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: 15TVN5288534445(NAD 83)
 DE8001_MARKER: DD = SURVEY 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: MNDT  
 DE8001_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8001+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE8001
 DE8001  HISTORY     - Date     Condition        Report By
 DE8001  HISTORY     - 1999     MONUMENTED       MNDT
 DE8001
 DE8001                          STATION DESCRIPTION
 DE8001
 DE8001'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8002 ***********************************************************************
 DE8002  DESIGNATION -  3103 D
 DE8002  PID         -  DE8002
 DE8002  STATE/COUNTY-  MN/ITASCA
 DE8002  USGS QUAD   -  COHASSET EAST (1969)
 DE8002
 DE8002                         *CURRENT SURVEY CONTROL
 DE8002  ___________________________________________________________________
 DE8002* NAD 83(1996)-  47 15 26.09957(N)    093 36 16.07396(W)     ADJUSTED  
 DE8002* NAVD 88     -       395.414  (meters)    1297.29   (feet)  ADJUSTED  
 DE8002  ___________________________________________________________________
 DE8002  X           -    -272,658.300 (meters)                     COMP
 DE8002  Y           -  -4,328,396.995 (meters)                     COMP
 DE8002  Z           -   4,661,491.353 (meters)                     COMP
 DE8002  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DE8002  ELLIP HEIGHT-         366.13  (meters)          (12/27/02) GPS OBS
 DE8002  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DE8002  DYNAMIC HT  -         395.446 (meters)    1297.39  (feet)  COMP
 DE8002  MODELED GRAV-     980,683.9   (mgal)                       NAVD 88
 DE8002
 DE8002  HORZ ORDER  -  FIRST
 DE8002  VERT ORDER  -  SECOND    CLASS I
 DE8002  ELLP ORDER  -  FOURTH    CLASS I
 DE8002
 DE8002.The horizontal coordinates were established by GPS observations
 DE8002.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8002
 DE8002.The orthometric height was determined by differential leveling
 DE8002.and adjusted by the National Geodetic Survey in May 2003..
 DE8002
 DE8002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8002
 DE8002.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8002
 DE8002.The ellipsoidal height was determined by GPS observations
 DE8002.and is referenced to NAD 83.
 DE8002
 DE8002.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8002;SPC MN N     -   184,310.949   761,819.006   MT  0.99995338   -0 22 26.1
 DE8002;UTM  15      - 5,233,929.175   454,266.304   MT  0.99962570   -0 26 38.2
 DE8002
 DE8002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8002!SPC MN N     -   0.99994261  x   0.99995338  =   0.99989600
 DE8002!UTM  15      -   0.99994261  x   0.99962570  =   0.99956834
 DE8002
 DE8002                          SUPERSEDED SURVEY CONTROL
 DE8002
 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_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 - 1999
 DE8002_ROD/PIPE-DEPTH: 18.3 meters
 DE8002
 DE8002  HISTORY     - Date     Condition        Report By
 DE8002  HISTORY     - 1999     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8028 ***********************************************************************
 DE8028  DESIGNATION -  3103 E
 DE8028  PID         -  DE8028
 DE8028  STATE/COUNTY-  MN/ITASCA
 DE8028  USGS QUAD   -  GRAND RAPIDS (1969)
 DE8028
 DE8028                         *CURRENT SURVEY CONTROL
 DE8028  ___________________________________________________________________
 DE8028* NAD 83(1986)-  47 14 06.     (N)    093 32 49.     (W)     SCALED    
 DE8028* NAVD 88     -       392.960  (meters)    1289.24   (feet)  ADJUSTED  
 DE8028  ___________________________________________________________________
 DE8028  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DE8028  DYNAMIC HT  -         392.993 (meters)    1289.34  (feet)  COMP
 DE8028  MODELED GRAV-     980,685.9   (mgal)                       NAVD 88
 DE8028
 DE8028  VERT ORDER  -  SECOND    CLASS I
 DE8028
 DE8028.The horizontal coordinates were scaled from a topographic map and have
 DE8028.an estimated accuracy of +/- 6 seconds.
 DE8028
 DE8028.The orthometric height was determined by differential leveling
 DE8028.and adjusted by the National Geodetic Survey in May 2003..
 DE8028
 DE8028.The geoid height was determined by GEOID03.
 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     -   181,810.      766,160.      MT  (+/- 180 meters Scaled)
 DE8028
 DE8028                          SUPERSEDED SURVEY CONTROL
 DE8028
 DE8028.No superseded survey control is available for this station.
 DE8028
 DE8028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN586314(NAD 83)
 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 = OCTOBER  6, 2006
 DE8031 ***********************************************************************
 DE8031  DESIGNATION -  3103 E 1
 DE8031  PID         -  DE8031
 DE8031  STATE/COUNTY-  MN/ITASCA
 DE8031  USGS QUAD   -  GRAND RAPIDS (1969)
 DE8031
 DE8031                         *CURRENT SURVEY CONTROL
 DE8031  ___________________________________________________________________
 DE8031* NAD 83(1986)-  47 14 21.     (N)    093 34 08.     (W)     SCALED    
 DE8031* NAVD 88     -       391.174  (meters)    1283.38   (feet)  ADJUSTED  
 DE8031  ___________________________________________________________________
 DE8031  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DE8031  DYNAMIC HT  -         391.207 (meters)    1283.48  (feet)  COMP
 DE8031  MODELED GRAV-     980,684.7   (mgal)                       NAVD 88
 DE8031
 DE8031  VERT ORDER  -  SECOND    CLASS I
 DE8031
 DE8031.The horizontal coordinates were scaled from a topographic map and have
 DE8031.an estimated accuracy of +/- 6 seconds.
 DE8031
 DE8031.The orthometric height was determined by differential leveling
 DE8031.and adjusted by the National Geodetic Survey in May 2003..
 DE8031.No vertical observational check was made to the station.
 DE8031
 DE8031.The geoid height was determined by GEOID03.
 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     -   182,280.      764,500.      MT  (+/- 180 meters Scaled)
 DE8031
 DE8031                          SUPERSEDED SURVEY CONTROL
 DE8031
 DE8031.No superseded survey control is available for this station.
 DE8031
 DE8031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN569318(NAD 83)
 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 = OCTOBER  6, 2006
 DF4551 ***********************************************************************
 DF4551  DESIGNATION -  3103 F
 DF4551  PID         -  DF4551
 DF4551  STATE/COUNTY-  MN/ITASCA
 DF4551  USGS QUAD   -  COHASSET WEST (1969)
 DF4551
 DF4551                         *CURRENT SURVEY CONTROL
 DF4551  ___________________________________________________________________
 DF4551* NAD 83(1996)-  47 18 19.46054(N)    093 42 37.08151(W)     ADJUSTED  
 DF4551* NAVD 88     -       398.624  (meters)    1307.82   (feet)  ADJUSTED  
 DF4551  ___________________________________________________________________
 DF4551  X           -    -280,398.737 (meters)                     COMP
 DF4551  Y           -  -4,323,962.808 (meters)                     COMP
 DF4551  Z           -   4,665,125.978 (meters)                     COMP
 DF4551  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 DF4551  ELLIP HEIGHT-         369.41  (meters)          (07/22/03) GPS OBS
 DF4551  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DF4551  DYNAMIC HT  -         398.657 (meters)    1307.93  (feet)  COMP
 DF4551  MODELED GRAV-     980,685.0   (mgal)                       NAVD 88
 DF4551
 DF4551  HORZ ORDER  -  FIRST
 DF4551  VERT ORDER  -  SECOND    CLASS I
 DF4551  ELLP ORDER  -  THIRD     CLASS II
 DF4551
 DF4551.The horizontal coordinates were established by GPS observations
 DF4551.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF4551
 DF4551.The orthometric height was determined by differential leveling
 DF4551.and adjusted by the National Geodetic Survey in August 2004..
 DF4551
 DF4551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4551
 DF4551.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4551
 DF4551.The ellipsoidal height was determined by GPS observations
 DF4551.and is referenced to NAD 83.
 DF4551
 DF4551.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4551;SPC MN N     -   189,722.058   753,851.153   MT  0.99994532   -0 27 08.5
 DF4551;UTM  15      - 5,239,348.265   446,307.591   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  =   0.99988742
 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  NAVD 88 (07/22/03)  398.62   (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: 15TVN4630839348(NAD 83)
 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_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 - 2001
 DF4551
 DF4551  HISTORY     - Date     Condition        Report By
 DF4551  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4552 ***********************************************************************
 DF4552  DESIGNATION -  3103 G
 DF4552  PID         -  DF4552
 DF4552  STATE/COUNTY-  MN/ITASCA
 DF4552  USGS QUAD   -  COHASSET WEST (1969)
 DF4552
 DF4552                         *CURRENT SURVEY CONTROL
 DF4552  ___________________________________________________________________
 DF4552* NAD 83(1996)-  47 18 40.93908(N)    093 43 23.84997(W)     ADJUSTED  
 DF4552* NAVD 88     -       394.851  (meters)    1295.44   (feet)  ADJUSTED  
 DF4552  ___________________________________________________________________
 DF4552  X           -    -281,347.318 (meters)                     COMP
 DF4552  Y           -  -4,323,410.040 (meters)                     COMP
 DF4552  Z           -   4,665,573.006 (meters)                     COMP
 DF4552  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 DF4552  ELLIP HEIGHT-         365.66  (meters)          (07/22/03) GPS OBS
 DF4552  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 DF4552  DYNAMIC HT  -         394.884 (meters)    1295.55  (feet)  COMP
 DF4552  MODELED GRAV-     980,685.7   (mgal)                       NAVD 88
 DF4552
 DF4552  HORZ ORDER  -  FIRST
 DF4552  VERT ORDER  -  SECOND    CLASS I
 DF4552  ELLP ORDER  -  THIRD     CLASS II
 DF4552
 DF4552.The horizontal coordinates were established by GPS observations
 DF4552.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF4552
 DF4552.The orthometric height was determined by differential leveling
 DF4552.and adjusted by the National Geodetic Survey in August 2004..
 DF4552
 DF4552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4552
 DF4552.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4552
 DF4552.The ellipsoidal height was determined by GPS observations
 DF4552.and is referenced to NAD 83.
 DF4552
 DF4552.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4552;SPC MN N     -   190,393.149   752,874.169   MT  0.99994437   -0 27 43.2
 DF4552;UTM  15      - 5,240,020.336   445,331.726   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  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: 15TVN4533240020(NAD 83)
 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_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 - 2001
 DF4552
 DF4552  HISTORY     - Date     Condition        Report By
 DF4552  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4553 ***********************************************************************
 DF4553  DESIGNATION -  3103 H
 DF4553  PID         -  DF4553
 DF4553  STATE/COUNTY-  MN/ITASCA
 DF4553  USGS QUAD   -  COHASSET WEST (1969)
 DF4553
 DF4553                         *CURRENT SURVEY CONTROL
 DF4553  ___________________________________________________________________
 DF4553* NAD 83(1996)-  47 19 15.49890(N)    093 44 42.67965(W)     ADJUSTED  
 DF4553* NAVD 88     -       394.000  (meters)    1292.65   (feet)  ADJUSTED  
 DF4553  ___________________________________________________________________
 DF4553  X           -    -282,948.318 (meters)                     COMP
 DF4553  Y           -  -4,322,518.695 (meters)                     COMP
 DF4553  Z           -   4,666,296.012 (meters)                     COMP
 DF4553  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 DF4553  ELLIP HEIGHT-         364.83  (meters)          (07/22/03) GPS OBS
 DF4553  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DF4553  DYNAMIC HT  -         394.034 (meters)    1292.76  (feet)  COMP
 DF4553  MODELED GRAV-     980,687.1   (mgal)                       NAVD 88
 DF4553
 DF4553  HORZ ORDER  -  FIRST
 DF4553  VERT ORDER  -  SECOND    CLASS I
 DF4553  ELLP ORDER  -  THIRD     CLASS II
 DF4553
 DF4553.The horizontal coordinates were established by GPS observations
 DF4553.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF4553
 DF4553.The orthometric height was determined by differential leveling
 DF4553.and adjusted by the National Geodetic Survey in August 2004..
 DF4553
 DF4553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4553
 DF4553.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4553
 DF4553.The ellipsoidal height was determined by GPS observations
 DF4553.and is referenced to NAD 83.
 DF4553
 DF4553.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4553;SPC MN N     -   191,473.929   751,227.516   MT  0.99994287   -0 28 41.6
 DF4553;UTM  15      - 5,241,102.786   443,686.891   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  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: 15TVN4368741103(NAD 83)
 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 = OCTOBER  6, 2006
 SJ1416 ***********************************************************************
 SJ1416  DESIGNATION -  3104 A
 SJ1416  PID         -  SJ1416
 SJ1416  STATE/COUNTY-  MN/ITASCA
 SJ1416  USGS QUAD   -  SWAN RIVER (1970)
 SJ1416
 SJ1416                         *CURRENT SURVEY CONTROL
 SJ1416  ___________________________________________________________________
 SJ1416* NAD 83(1986)-  47 05 47.     (N)    093 12 57.     (W)     SCALED    
 SJ1416* NAVD 88     -       395.112  (meters)    1296.30   (feet)  ADJUSTED  
 SJ1416  ___________________________________________________________________
 SJ1416  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 SJ1416  DYNAMIC HT  -         395.140 (meters)    1296.39  (feet)  COMP
 SJ1416  MODELED GRAV-     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
 SJ1416.and adjusted by the National Geodetic Survey in December 2004..
 SJ1416
 SJ1416.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 SJ1419 ***********************************************************************
 SJ1419  DESIGNATION -  3104 A 1
 SJ1419  PID         -  SJ1419
 SJ1419  STATE/COUNTY-  MN/ITASCA
 SJ1419  USGS QUAD   -  SWAN RIVER (1970)
 SJ1419
 SJ1419                         *CURRENT SURVEY CONTROL
 SJ1419  ___________________________________________________________________
 SJ1419* NAD 83(1996)-  47 06 01.63229(N)    093 12 39.50177(W)     ADJUSTED  
 SJ1419* NAVD 88     -       397.044  (meters)    1302.64   (feet)  ADJUSTED  
 SJ1419  ___________________________________________________________________
 SJ1419  X           -    -243,642.088 (meters)                     COMP
 SJ1419  Y           -  -4,342,935.024 (meters)                     COMP
 SJ1419  Z           -   4,649,643.297 (meters)                     COMP
 SJ1419  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 SJ1419  ELLIP HEIGHT-         367.75  (meters)          (01/28/04) GPS OBS
 SJ1419  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 SJ1419  DYNAMIC HT  -         397.072 (meters)    1302.73  (feet)  COMP
 SJ1419  MODELED GRAV-     980,673.4   (mgal)                       NAVD 88
 SJ1419
 SJ1419  HORZ ORDER  -  FIRST
 SJ1419  VERT ORDER  -  SECOND    CLASS I
 SJ1419  ELLP ORDER  -  THIRD     CLASS II
 SJ1419
 SJ1419.The horizontal coordinates were established by GPS observations
 SJ1419.and adjusted by the MN DEPT OF TRANSP in January 2004..
 SJ1419
 SJ1419.The orthometric height was determined by differential leveling
 SJ1419.and adjusted by the National Geodetic Survey in June 1991..
 SJ1419
 SJ1419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SJ1419
 SJ1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 SJ1419
 SJ1419.The ellipsoidal height was determined by GPS observations
 SJ1419.and is referenced to NAD 83.
 SJ1419
 SJ1419.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SJ1419;SPC MN N     -   166,761.219   791,575.825   MT  0.99998445   -0 04 56.1
 SJ1419;SPC MN C     -   333,985.202   878,874.663   MT  1.00001142   +0 45 05.8
 SJ1419;UTM  15      - 5,216,348.823   483,990.767   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  =   0.99954553
 SJ1419
 SJ1419                          SUPERSEDED SURVEY CONTROL
 SJ1419
 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: 15TVN8399116349(NAD 83)
 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: MNDT  
 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 - September 11, 2001
 SJ1419_ROD/PIPE-DEPTH: 12.2 meters
 SJ1419
 SJ1419  HISTORY     - Date     Condition        Report By
 SJ1419  HISTORY     - 1974     MONUMENTED       MNDT
 SJ1419  HISTORY     - 1974     GOOD             MNDT
 SJ1419  HISTORY     - 20010828 GOOD             MNDT
 SJ1419  HISTORY     - 20010911 GOOD             MNDT
 SJ1419
 SJ1419                          STATION DESCRIPTION
 SJ1419
 SJ1419'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1414 ***********************************************************************
 SJ1414  DESIGNATION -  3104 B
 SJ1414  PID         -  SJ1414
 SJ1414  STATE/COUNTY-  MN/ITASCA
 SJ1414  USGS QUAD   -  SWAN RIVER (1970)
 SJ1414
 SJ1414                         *CURRENT SURVEY CONTROL
 SJ1414  ___________________________________________________________________
 SJ1414* NAD 83(1986)-  47 06 23.     (N)    093 14 02.     (W)     SCALED    
 SJ1414* NAVD 88     -       402.924  (meters)    1321.93   (feet)  ADJUSTED  
 SJ1414  ___________________________________________________________________
 SJ1414  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 SJ1414  DYNAMIC HT  -         402.954 (meters)    1322.02  (feet)  COMP
 SJ1414  MODELED GRAV-     980,675.0   (mgal)                       NAVD 88
 SJ1414
 SJ1414  VERT ORDER  -  SECOND    CLASS 0
 SJ1414
 SJ1414.The horizontal coordinates were scaled from a topographic map and have
 SJ1414.an estimated accuracy of +/- 6 seconds.
 SJ1414
 SJ1414.The orthometric height was determined by differential leveling
 SJ1414.and adjusted by the National Geodetic Survey in June 1991..
 SJ1414
 SJ1414.The geoid height was determined by GEOID03.
 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     -   167,420.      789,840.      MT  (+/- 180 meters Scaled)
 SJ1414
 SJ1414                          SUPERSEDED SURVEY CONTROL
 SJ1414
 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: 15TVN822170(NAD 83)
 SJ1414_MARKER: DD = SURVEY DISK
 SJ1414_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SJ1414+WITH SETTING: INTO GROUND
 SJ1414_STAMPING: 3104 B
 SJ1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ1414+STABILITY: SURFACE MOTION
 SJ1414
 SJ1414  HISTORY     - Date     Condition        Report By
 SJ1414  HISTORY     - UNK      MONUMENTED       MNDT
 SJ1414  HISTORY     - 1974     GOOD             MNDT
 SJ1414  HISTORY     - 20041022 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1412 ***********************************************************************
 SJ1412  DESIGNATION -  3104 C
 SJ1412  PID         -  SJ1412
 SJ1412  STATE/COUNTY-  MN/ITASCA
 SJ1412  USGS QUAD   -  SWAN RIVER (1970)
 SJ1412
 SJ1412                         *CURRENT SURVEY CONTROL
 SJ1412  ___________________________________________________________________
 SJ1412* NAD 83(1986)-  47 07 10.     (N)    093 15 00.     (W)     SCALED    
 SJ1412* NAVD 88     -       389.692  (meters)    1278.51   (feet)  ADJUSTED  
 SJ1412  ___________________________________________________________________
 SJ1412  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 SJ1412  DYNAMIC HT  -         389.721 (meters)    1278.61  (feet)  COMP
 SJ1412  MODELED GRAV-     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
 SJ1412.and adjusted by the National Geodetic Survey in June 1991..
 SJ1412
 SJ1412.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SJ1411 ***********************************************************************
 SJ1411  DESIGNATION -  3104 D
 SJ1411  PID         -  SJ1411
 SJ1411  STATE/COUNTY-  MN/ITASCA
 SJ1411  USGS QUAD   -  WARBA (1970)
 SJ1411
 SJ1411                         *CURRENT SURVEY CONTROL
 SJ1411  ___________________________________________________________________
 SJ1411* NAD 83(1996)-  47 07 40.61286(N)    093 15 35.39570(W)     ADJUSTED  
 SJ1411* NAVD 88     -       391.846  (meters)    1285.58   (feet)  ADJUSTED  
 SJ1411  ___________________________________________________________________
 SJ1411  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 SJ1411  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 SJ1411  DYNAMIC HT  -         391.876 (meters)    1285.68  (feet)  COMP
 SJ1411  MODELED GRAV-     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
 SJ1411.and adjusted by the National Geodetic Survey in June 1991..
 SJ1411
 SJ1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 SJ1411
 SJ1411.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SJ1411;SPC MN N     -   169,824.312   787,873.127   MT  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_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 SJ1398 ***********************************************************************
 SJ1398  DESIGNATION -  3104 F
 SJ1398  PID         -  SJ1398
 SJ1398  STATE/COUNTY-  MN/ITASCA
 SJ1398  USGS QUAD   -  WARBA (1970)
 SJ1398
 SJ1398                         *CURRENT SURVEY CONTROL
 SJ1398  ___________________________________________________________________
 SJ1398* NAD 83(1986)-  47 08 54.     (N)    093 19 18.     (W)     SCALED    
 SJ1398* NAVD 88     -       392.724  (meters)    1288.46   (feet)  ADJUSTED  
 SJ1398  ___________________________________________________________________
 SJ1398  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 SJ1398  DYNAMIC HT  -         392.757 (meters)    1288.57  (feet)  COMP
 SJ1398  MODELED GRAV-     980,683.7   (mgal)                       NAVD 88
 SJ1398
 SJ1398  VERT ORDER  -  SECOND    CLASS 0
 SJ1398
 SJ1398.The horizontal coordinates were scaled from a topographic map and have
 SJ1398.an estimated accuracy of +/- 6 seconds.
 SJ1398
 SJ1398.The orthometric height was determined by differential leveling
 SJ1398.and adjusted by the National Geodetic Survey in June 1991..
 SJ1398
 SJ1398.The geoid height was determined by GEOID03.
 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     -   172,100.      783,190.      MT  (+/- 180 meters Scaled)
 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: 15TVN756216(NAD 83)
 SJ1398_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 SJ1395 ***********************************************************************
 SJ1395  DESIGNATION -  3104 G
 SJ1395  PID         -  SJ1395
 SJ1395  STATE/COUNTY-  MN/ITASCA
 SJ1395  USGS QUAD   -  WARBA (1970)
 SJ1395
 SJ1395                         *CURRENT SURVEY CONTROL
 SJ1395  ___________________________________________________________________
 SJ1395* NAD 83(1996)-  47 09 09.04653(N)    093 19 17.49128(W)     ADJUSTED  
 SJ1395* NAVD 88     -       395.748  (meters)    1298.38   (feet)  ADJUSTED  
 SJ1395  ___________________________________________________________________
 SJ1395  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 SJ1395  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 SJ1395  DYNAMIC HT  -         395.780 (meters)    1298.49  (feet)  COMP
 SJ1395  MODELED GRAV-     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.No horizontal observational check was made to the station.
 SJ1395
 SJ1395.The orthometric height was determined by differential leveling
 SJ1395.and adjusted by the National Geodetic Survey in June 1991..
 SJ1395
 SJ1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 SJ1395
 SJ1395.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SJ1395;SPC MN N     -   172,566.751   783,200.142   MT  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     -   0.99994256  x   0.99997332  =   0.99991589
 SJ1395!UTM  15      -   0.99994256  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: 15TVN7562622163(NAD 83)
 SJ1395_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 SJ1390 ***********************************************************************
 SJ1390  DESIGNATION -  3104 H
 SJ1390  PID         -  SJ1390
 SJ1390  STATE/COUNTY-  MN/ITASCA
 SJ1390  USGS QUAD   -  WARBA (1970)
 SJ1390
 SJ1390                         *CURRENT SURVEY CONTROL
 SJ1390  ___________________________________________________________________
 SJ1390* NAD 83(1996)-  47 10 08.49652(N)    093 21 44.62101(W)     ADJUSTED  
 SJ1390* NAVD 88     -       397.376  (meters)    1303.72   (feet)  ADJUSTED  
 SJ1390  ___________________________________________________________________
 SJ1390  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 SJ1390  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 SJ1390  DYNAMIC HT  -         397.410 (meters)    1303.84  (feet)  COMP
 SJ1390  MODELED GRAV-     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.No horizontal observational check was made to the station.
 SJ1390
 SJ1390.The orthometric height was determined by differential leveling
 SJ1390.and adjusted by the National Geodetic Survey in June 1991..
 SJ1390
 SJ1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 SJ1390
 SJ1390.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SJ1390;SPC MN N     -   174,412.304   780,106.968   MT  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: 15TVN7253624011(NAD 83)
 SJ1390_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 SJ1183 ***********************************************************************
 SJ1183  DESIGNATION -  3104 J
 SJ1183  PID         -  SJ1183
 SJ1183  STATE/COUNTY-  MN/ITASCA
 SJ1183  USGS QUAD   -  LA PRAIRIE (1977)
 SJ1183
 SJ1183                         *CURRENT SURVEY CONTROL
 SJ1183  ___________________________________________________________________
 SJ1183* NAD 83(1996)-  47 11 16.98926(N)    093 24 19.15295(W)     ADJUSTED  
 SJ1183* NAVD 88     -       398.029  (meters)    1305.87   (feet)  ADJUSTED  
 SJ1183  ___________________________________________________________________
 SJ1183  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 SJ1183  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 SJ1183  DYNAMIC HT  -         398.063 (meters)    1305.98  (feet)  COMP
 SJ1183  MODELED GRAV-     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.No horizontal observational check was made to the station.
 SJ1183
 SJ1183.The orthometric height was determined by differential leveling
 SJ1183.and adjusted by the National Geodetic Survey in June 1991..
 SJ1183
 SJ1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 SJ1183
 SJ1183.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SJ1183;SPC MN N     -   176,539.347   776,861.007   MT  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  =   0.99990838
 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: 15TVN6929426142(NAD 83)
 SJ1183_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 SJ1174 ***********************************************************************
 SJ1174  DESIGNATION -  3104 K
 SJ1174  PID         -  SJ1174
 SJ1174  STATE/COUNTY-  MN/ITASCA
 SJ1174  USGS QUAD   -  LA PRAIRIE (1977)
 SJ1174
 SJ1174                         *CURRENT SURVEY CONTROL
 SJ1174  ___________________________________________________________________
 SJ1174* NAD 83(1996)-  47 12 02.39258(N)    093 25 59.82001(W)     ADJUSTED  
 SJ1174* NAVD 88     -       397.898  (meters)    1305.44   (feet)  ADJUSTED  
 SJ1174  ___________________________________________________________________
 SJ1174  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 SJ1174  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 SJ1174  DYNAMIC HT  -         397.933 (meters)    1305.55  (feet)  COMP
 SJ1174  MODELED GRAV-     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.No horizontal observational check was made to the station.
 SJ1174
 SJ1174.The orthometric height was determined by differential leveling
 SJ1174.and adjusted by the National Geodetic Survey in June 1991..
 SJ1174
 SJ1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 SJ1174
 SJ1174.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SJ1174;SPC MN N     -   177,950.176   774,747.856   MT  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: 15TVN6718327555(NAD 83)
 SJ1174_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 SJ1173 ***********************************************************************
 SJ1173  DESIGNATION -  3104 L
 SJ1173  PID         -  SJ1173
 SJ1173  STATE/COUNTY-  MN/ITASCA
 SJ1173  USGS QUAD   -  LA PRAIRIE (1977)
 SJ1173
 SJ1173                         *CURRENT SURVEY CONTROL
 SJ1173  ___________________________________________________________________
 SJ1173* NAD 83(1986)-  47 12 28.     (N)    093 27 18.     (W)     SCALED    
 SJ1173* NAVD 88     -       395.996  (meters)    1299.20   (feet)  ADJUSTED  
 SJ1173  ___________________________________________________________________
 SJ1173  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 SJ1173  DYNAMIC HT  -         396.031 (meters)    1299.31  (feet)  COMP
 SJ1173  MODELED GRAV-     980,690.0   (mgal)                       NAVD 88
 SJ1173
 SJ1173  VERT ORDER  -  SECOND    CLASS 0
 SJ1173
 SJ1173.The horizontal coordinates were scaled from a topographic map and have
 SJ1173.an estimated accuracy of +/- 6 seconds.
 SJ1173
 SJ1173.The orthometric height was determined by differential leveling
 SJ1173.and adjusted by the National Geodetic Survey in June 1991..
 SJ1173
 SJ1173.The geoid height was determined by GEOID03.
 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     -   178,750.      773,110.      MT  (+/- 180 meters Scaled)
 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: 15TVN655283(NAD 83)
 SJ1173_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 SJ1164 ***********************************************************************
 SJ1164  DESIGNATION -  3104 M
 SJ1164  PID         -  SJ1164
 SJ1164  STATE/COUNTY-  MN/ITASCA
 SJ1164  USGS QUAD   -  LA PRAIRIE (1977)
 SJ1164
 SJ1164                         *CURRENT SURVEY CONTROL
 SJ1164  ___________________________________________________________________
 SJ1164* NAD 83(1986)-  47 13 04.     (N)    093 28 13.     (W)     SCALED    
 SJ1164* NAVD 88     -       391.366  (meters)    1284.01   (feet)  ADJUSTED  
 SJ1164  ___________________________________________________________________
 SJ1164  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 SJ1164  DYNAMIC HT  -         391.401 (meters)    1284.12  (feet)  COMP
 SJ1164  MODELED GRAV-     980,691.5   (mgal)                       NAVD 88
 SJ1164
 SJ1164  VERT ORDER  -  SECOND    CLASS 0
 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
 SJ1164.and adjusted by the National Geodetic Survey in June 1991..
 SJ1164
 SJ1164.The geoid height was determined by GEOID03.
 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     -   179,870.      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: 15TVN643294(NAD 83)
 SJ1164_MARKER: DD = SURVEY DISK
 SJ1164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SJ1164_SP_SET: FOUNDATION
 SJ1164_STAMPING: 3104 M 1974
 SJ1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1164
 SJ1164  HISTORY     - Date     Condition        Report By
 SJ1164  HISTORY     - 1974     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1165 ***********************************************************************
 SJ1165  DESIGNATION -  3104 M 1
 SJ1165  PID         -  SJ1165
 SJ1165  STATE/COUNTY-  MN/ITASCA
 SJ1165  USGS QUAD   -  LA PRAIRIE (1977)
 SJ1165
 SJ1165                         *CURRENT SURVEY CONTROL
 SJ1165  ___________________________________________________________________
 SJ1165* NAD 83(1986)-  47 12 58.     (N)    093 28 31.     (W)     SCALED    
 SJ1165* NAVD 88     -       390.698  (meters)    1281.82   (feet)  ADJUSTED  
 SJ1165  ___________________________________________________________________
 SJ1165  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 SJ1165  DYNAMIC HT  -         390.733 (meters)    1281.93  (feet)  COMP
 SJ1165  MODELED GRAV-     980,691.5   (mgal)                       NAVD 88
 SJ1165
 SJ1165  VERT ORDER  -  SECOND    CLASS 0
 SJ1165
 SJ1165.The horizontal coordinates were scaled from a topographic map and have
 SJ1165.an estimated accuracy of +/- 6 seconds.
 SJ1165
 SJ1165.The orthometric height was determined by differential leveling
 SJ1165.and adjusted by the National Geodetic Survey in June 1991..
 SJ1165
 SJ1165.The geoid height was determined by GEOID03.
 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     -   179,680.      771,570.      MT  (+/- 180 meters Scaled)
 SJ1165
 SJ1165                          SUPERSEDED SURVEY CONTROL
 SJ1165
 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: 15TVN640292(NAD 83)
 SJ1165_MARKER: DB = BENCH MARK DISK
 SJ1165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ1165_SP_SET: MANHOLE STRUCTURE
 SJ1165_STAMPING: 3104 M 1
 SJ1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ1165
 SJ1165  HISTORY     - Date     Condition        Report By
 SJ1165  HISTORY     - UNK      MONUMENTED       MNDT
 SJ1165  HISTORY     - 1974     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1161 ***********************************************************************
 SJ1161  DESIGNATION -  3104 N
 SJ1161  PID         -  SJ1161
 SJ1161  STATE/COUNTY-  MN/ITASCA
 SJ1161  USGS QUAD   -  LA PRAIRIE (1977)
 SJ1161
 SJ1161                         *CURRENT SURVEY CONTROL
 SJ1161  ___________________________________________________________________
 SJ1161* NAD 83(1996)-  47 13 30.96606(N)    093 29 36.90340(W)     ADJUSTED  
 SJ1161* NAVD 88     -       390.647  (meters)    1281.65   (feet)  ADJUSTED  
 SJ1161  ___________________________________________________________________
 SJ1161  X           -    -264,440.227 (meters)                     COMP
 SJ1161  Y           -  -4,331,519.174 (meters)                     COMP
 SJ1161  Z           -   4,659,073.795 (meters)                     COMP
 SJ1161  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 SJ1161  ELLIP HEIGHT-         361.36  (meters)          (01/28/04) GPS OBS
 SJ1161  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 SJ1161  DYNAMIC HT  -         390.682 (meters)    1281.76  (feet)  COMP
 SJ1161  MODELED GRAV-     980,690.7   (mgal)                       NAVD 88
 SJ1161
 SJ1161  HORZ ORDER  -  FIRST
 SJ1161  VERT ORDER  -  SECOND    CLASS 0
 SJ1161  ELLP ORDER  -  THIRD     CLASS II
 SJ1161
 SJ1161.The horizontal coordinates were established by GPS observations
 SJ1161.and adjusted by the MN DEPT OF TRANSP in January 2004..
 SJ1161
 SJ1161.The orthometric height was determined by differential leveling
 SJ1161.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 SJ1161
 SJ1161.The ellipsoidal height was determined by GPS observations
 SJ1161.and is referenced to NAD 83.
 SJ1161
 SJ1161.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SJ1161;SPC MN N     -   180,706.838   770,192.950   MT  0.99995912   -0 17 30.2
 SJ1161;UTM  15      - 5,230,316.004   462,633.017   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  =   0.99990248
 SJ1161!UTM  15      -   0.99994336  x   0.99961716  =   0.99956054
 SJ1161
 SJ1161                          SUPERSEDED SURVEY CONTROL
 SJ1161
 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: 15TVN6263330316(NAD 83)
 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 = OCTOBER  6, 2006
 SJ1533 ***********************************************************************
 SJ1533  DESIGNATION -  3104 P
 SJ1533  PID         -  SJ1533
 SJ1533  STATE/COUNTY-  MN/ITASCA
 SJ1533  USGS QUAD   -  GRAND RAPIDS (1969)
 SJ1533
 SJ1533                         *CURRENT SURVEY CONTROL
 SJ1533  ___________________________________________________________________
 SJ1533* NAD 83(1986)-  47 13 54.     (N)    093 30 33.     (W)     SCALED    
 SJ1533* NAVD 88     -       394.926  (meters)    1295.69   (feet)  ADJUSTED  
 SJ1533  ___________________________________________________________________
 SJ1533  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 SJ1533  DYNAMIC HT  -         394.961 (meters)    1295.80  (feet)  COMP
 SJ1533  MODELED GRAV-     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
 SJ1533.and adjusted by the National Geodetic Survey in June 1991..
 SJ1533
 SJ1533.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SJ1445 ***********************************************************************
 SJ1445  DESIGNATION -  3105 A
 SJ1445  PID         -  SJ1445
 SJ1445  STATE/COUNTY-  MN/ITASCA
 SJ1445  USGS QUAD   -  WAWINA (1969)
 SJ1445
 SJ1445                         *CURRENT SURVEY CONTROL
 SJ1445  ___________________________________________________________________
 SJ1445* NAD 83(1986)-  47 01 35.     (N)    093 05 02.     (W)     SCALED    
 SJ1445* NAVD 88     -       384.901  (meters)    1262.80   (feet)  ADJUSTED  
 SJ1445  ___________________________________________________________________
 SJ1445  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 SJ1445  DYNAMIC HT  -         384.927 (meters)    1262.88  (feet)  COMP
 SJ1445  MODELED GRAV-     980,670.8   (mgal)                       NAVD 88
 SJ1445
 SJ1445  VERT ORDER  -  SECOND    CLASS 0
 SJ1445
 SJ1445.The horizontal coordinates were scaled from a topographic map and have
 SJ1445.an estimated accuracy of +/- 6 seconds.
 SJ1445
 SJ1445.The orthometric height was determined by differential leveling
 SJ1445.and adjusted by the National Geodetic Survey in June 1991..
 SJ1445
 SJ1445.The geoid height was determined by GEOID03.
 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     -   158,520.      801,230.      MT  (+/- 180 meters Scaled)
 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: 15TVN936081(NAD 83)
 SJ1445_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 SJ1433 ***********************************************************************
 SJ1433  DESIGNATION -  3105 B
 SJ1433  PID         -  SJ1433
 SJ1433  STATE/COUNTY-  MN/ITASCA
 SJ1433  USGS QUAD   -  SWAN RIVER (1970)
 SJ1433
 SJ1433                         *CURRENT SURVEY CONTROL
 SJ1433  ___________________________________________________________________
 SJ1433* NAD 83(1986)-  47 03 29.     (N)    093 07 50.     (W)     SCALED    
 SJ1433* NAVD 88     -       389.757  (meters)    1278.73   (feet)  ADJUSTED  
 SJ1433  ___________________________________________________________________
 SJ1433  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 SJ1433  DYNAMIC HT  -         389.784 (meters)    1278.82  (feet)  COMP
 SJ1433  MODELED GRAV-     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
 SJ1433.and adjusted by the National Geodetic Survey in June 1991..
 SJ1433
 SJ1433.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SJ1432 ***********************************************************************
 SJ1432  DESIGNATION -  3105 C
 SJ1432  PID         -  SJ1432
 SJ1432  STATE/COUNTY-  MN/ITASCA
 SJ1432  USGS QUAD   -  SWAN RIVER (1970)
 SJ1432
 SJ1432                         *CURRENT SURVEY CONTROL
 SJ1432  ___________________________________________________________________
 SJ1432* NAD 83(1986)-  47 04 11.     (N)    093 09 09.     (W)     SCALED    
 SJ1432* NAVD 88     -       391.560  (meters)    1284.64   (feet)  ADJUSTED  
 SJ1432  ___________________________________________________________________
 SJ1432  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 SJ1432  DYNAMIC HT  -         391.587 (meters)    1284.73  (feet)  COMP
 SJ1432  MODELED GRAV-     980,670.7   (mgal)                       NAVD 88
 SJ1432
 SJ1432  VERT ORDER  -  SECOND    CLASS 0
 SJ1432
 SJ1432.The horizontal coordinates were scaled from a topographic map and have
 SJ1432.an estimated accuracy of +/- 6 seconds.
 SJ1432
 SJ1432.The orthometric height was determined by differential leveling
 SJ1432.and adjusted by the National Geodetic Survey in June 1991..
 SJ1432
 SJ1432.The geoid height was determined by GEOID03.
 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     -   163,340.      796,010.      MT  (+/- 180 meters Scaled)
 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: 15TVN884129(NAD 83)
 SJ1432_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 SJ1428 ***********************************************************************
 SJ1428  DESIGNATION -  3105 D
 SJ1428  PID         -  SJ1428
 SJ1428  STATE/COUNTY-  MN/ITASCA
 SJ1428  USGS QUAD   -  SWAN RIVER (1970)
 SJ1428
 SJ1428                         *CURRENT SURVEY CONTROL
 SJ1428  ___________________________________________________________________
 SJ1428* NAD 83(1996)-  47 04 37.50395(N)    093 10 00.57368(W)     ADJUSTED  
 SJ1428* NAVD 88     -       392.155  (meters)    1286.60   (feet)  ADJUSTED  
 SJ1428  ___________________________________________________________________
 SJ1428  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 SJ1428  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 SJ1428  DYNAMIC HT  -         392.182 (meters)    1286.68  (feet)  COMP
 SJ1428  MODELED GRAV-     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.No horizontal observational check was made to the station.
 SJ1428
 SJ1428.The orthometric height was determined by differential leveling
 SJ1428.and adjusted by the National Geodetic Survey in June 1991..
 SJ1428
 SJ1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 SJ1428
 SJ1428.The geoid height was determined by GEOID03.
 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;                    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 C     -   331,432.329   882,261.251   MT  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     -   0.99994312  x   0.99998971  =   0.99993283
 SJ1428!SPC MN C     -   0.99994312  x   1.00000603  =   0.99994915
 SJ1428!UTM  15      -   0.99994312  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: 15TVN8733513744(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8003 ***********************************************************************
 DE8003  DESIGNATION -  3106 A
 DE8003  PID         -  DE8003
 DE8003  STATE/COUNTY-  MN/ITASCA
 DE8003  USGS QUAD   -  SUGAR LAKE (1996)
 DE8003
 DE8003                         *CURRENT SURVEY CONTROL
 DE8003  ___________________________________________________________________
 DE8003* NAD 83(1996)-  47 11 13.02557(N)    093 46 19.09204(W)     ADJUSTED  
 DE8003* NAVD 88     -       392.730  (meters)    1288.48   (feet)  ADJUSTED  
 DE8003  ___________________________________________________________________
 DE8003  X           -    -285,688.535 (meters)                     COMP
 DE8003  Y           -  -4,333,304.067 (meters)                     COMP
 DE8003  Z           -   4,656,181.323 (meters)                     COMP
 DE8003  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 DE8003  ELLIP HEIGHT-         363.66  (meters)          (12/27/02) GPS OBS
 DE8003  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DE8003  DYNAMIC HT  -         392.757 (meters)    1288.57  (feet)  COMP
 DE8003  MODELED GRAV-     980,670.6   (mgal)                       NAVD 88
 DE8003
 DE8003  HORZ ORDER  -  FIRST
 DE8003  VERT ORDER  -  SECOND    CLASS I
 DE8003  ELLP ORDER  -  FOURTH    CLASS I
 DE8003
 DE8003.The horizontal coordinates were established by GPS observations
 DE8003.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8003
 DE8003.The orthometric height was determined by differential leveling
 DE8003.and adjusted by the National Geodetic Survey in May 2003..
 DE8003
 DE8003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8003
 DE8003.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8003
 DE8003.The ellipsoidal height was determined by GPS observations
 DE8003.and is referenced to NAD 83.
 DE8003
 DE8003.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8003;SPC MN N     -   176,592.603   749,073.545   MT  0.99996640   -0 29 53.1
 DE8003;UTM  15      - 5,226,228.729   441,515.698   MT  0.99964204   -0 33 58.7
 DE8003
 DE8003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8003!SPC MN N     -   0.99994300  x   0.99996640  =   0.99990940
 DE8003!UTM  15      -   0.99994300  x   0.99964204  =   0.99958506
 DE8003
 DE8003                          SUPERSEDED SURVEY CONTROL
 DE8003
 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: 15TVN4151626229(NAD 83)
 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 = OCTOBER  6, 2006
 DE8004 ***********************************************************************
 DE8004  DESIGNATION -  3106 B
 DE8004  PID         -  DE8004
 DE8004  STATE/COUNTY-  MN/ITASCA
 DE8004  USGS QUAD   -  SUGAR LAKE (1996)
 DE8004
 DE8004                         *CURRENT SURVEY CONTROL
 DE8004  ___________________________________________________________________
 DE8004* NAD 83(1996)-  47 13 43.88053(N)    093 45 28.00938(W)     ADJUSTED  
 DE8004* NAVD 88     -       393.382  (meters)    1290.62   (feet)  ADJUSTED  
 DE8004  ___________________________________________________________________
 DE8004  X           -    -284,391.318 (meters)                     COMP
 DE8004  Y           -  -4,329,963.585 (meters)                     COMP
 DE8004  Z           -   4,659,346.772 (meters)                     COMP
 DE8004  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 DE8004  ELLIP HEIGHT-         364.25  (meters)          (12/27/02) GPS OBS
 DE8004  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DE8004  DYNAMIC HT  -         393.411 (meters)    1290.72  (feet)  COMP
 DE8004  MODELED GRAV-     980,674.9   (mgal)                       NAVD 88
 DE8004
 DE8004  HORZ ORDER  -  FIRST
 DE8004  VERT ORDER  -  SECOND    CLASS I
 DE8004  ELLP ORDER  -  FOURTH    CLASS I
 DE8004
 DE8004.The horizontal coordinates were established by GPS observations
 DE8004.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8004
 DE8004.The orthometric height was determined by differential leveling
 DE8004.and adjusted by the National Geodetic Survey in May 2003..
 DE8004
 DE8004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8004
 DE8004.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8004
 DE8004.The ellipsoidal height was determined by GPS observations
 DE8004.and is referenced to NAD 83.
 DE8004
 DE8004.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8004;SPC MN N     -   181,241.699   750,188.546   MT  0.99995846   -0 29 15.2
 DE8004;UTM  15      - 5,230,874.997   442,635.895   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  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: 15TVN4263630875(NAD 83)
 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 = OCTOBER  6, 2006
 DE8005 ***********************************************************************
 DE8005  DESIGNATION -  3106 C
 DE8005  PID         -  DE8005
 DE8005  STATE/COUNTY-  MN/ITASCA
 DE8005  USGS QUAD   -  SISEEBAKWET LAKE (1969)
 DE8005
 DE8005                         *CURRENT SURVEY CONTROL
 DE8005  ___________________________________________________________________
 DE8005* NAD 83(1996)-  47 14 46.98271(N)    093 42 43.25177(W)     ADJUSTED  
 DE8005* NAVD 88     -       391.051  (meters)    1282.97   (feet)  ADJUSTED  
 DE8005  ___________________________________________________________________
 DE8005  X           -    -280,839.858 (meters)                     COMP
 DE8005  Y           -  -4,328,759.966 (meters)                     COMP
 DE8005  Z           -   4,660,668.206 (meters)                     COMP
 DE8005  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 DE8005  ELLIP HEIGHT-         361.87  (meters)          (12/27/02) GPS OBS
 DE8005  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DE8005  DYNAMIC HT  -         391.081 (meters)    1283.07  (feet)  COMP
 DE8005  MODELED GRAV-     980,678.3   (mgal)                       NAVD 88
 DE8005
 DE8005  HORZ ORDER  -  FIRST
 DE8005  VERT ORDER  -  SECOND    CLASS I
 DE8005  ELLP ORDER  -  FOURTH    CLASS I
 DE8005
 DE8005.The horizontal coordinates were established by GPS observations
 DE8005.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8005
 DE8005.The orthometric height was determined by differential leveling
 DE8005.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8005
 DE8005.The ellipsoidal height was determined by GPS observations
 DE8005.and is referenced to NAD 83.
 DE8005
 DE8005.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8005;SPC MN N     -   183,161.815   753,669.602   MT  0.99995530   -0 27 13.1
 DE8005;UTM  15      - 5,232,790.311   446,118.149   MT  0.99963568   -0 31 22.2
 DE8005
 DE8005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8005!SPC MN N     -   0.99994328  x   0.99995530  =   0.99989858
 DE8005!UTM  15      -   0.99994328  x   0.99963568  =   0.99957898
 DE8005
 DE8005|---------------------------------------------------------------------|
 DE8005| PID    Reference Object                     Distance      Geod. Az  |
 DE8005|                                                           dddmmss.s |
 DE8005| SJ1617 D 263                               213.598 METERS 09220     |
 DE8005|---------------------------------------------------------------------|
 DE8005
 DE8005                          SUPERSEDED SURVEY CONTROL
 DE8005
 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_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 = OCTOBER  6, 2006
 DE8006 ***********************************************************************
 DE8006  DESIGNATION -  3106 D
 DE8006  PID         -  DE8006
 DE8006  STATE/COUNTY-  MN/ITASCA
 DE8006  USGS QUAD   -  COHASSET WEST (1969)
 DE8006
 DE8006                         *CURRENT SURVEY CONTROL
 DE8006  ___________________________________________________________________
 DE8006* NAD 83(1996)-  47 16 17.93419(N)    093 42 09.77287(W)     ADJUSTED  
 DE8006* NAVD 88     -       396.832  (meters)    1301.94   (feet)  ADJUSTED  
 DE8006  ___________________________________________________________________
 DE8006  X           -    -280,004.278 (meters)                     COMP
 DE8006  Y           -  -4,326,750.724 (meters)                     COMP
 DE8006  Z           -   4,662,578.816 (meters)                     COMP
 DE8006  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 DE8006  ELLIP HEIGHT-         367.62  (meters)          (12/27/02) GPS OBS
 DE8006  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DE8006  DYNAMIC HT  -         396.864 (meters)    1302.04  (feet)  COMP
 DE8006  MODELED GRAV-     980,681.3   (mgal)                       NAVD 88
 DE8006
 DE8006  HORZ ORDER  -  FIRST
 DE8006  VERT ORDER  -  SECOND    CLASS I
 DE8006  ELLP ORDER  -  FOURTH    CLASS I
 DE8006
 DE8006.The horizontal coordinates were established by GPS observations
 DE8006.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8006
 DE8006.The orthometric height was determined by differential leveling
 DE8006.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8006
 DE8006.The ellipsoidal height was determined by GPS observations
 DE8006.and is referenced to NAD 83.
 DE8006
 DE8006.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8006;SPC MN N     -   185,964.847   754,395.488   MT  0.99995090   -0 26 48.3
 DE8006;UTM  15      - 5,235,591.572   446,847.194   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  =   0.99989328
 DE8006!UTM  15      -   0.99994238  x   0.99963472  =   0.99957712
 DE8006
 DE8006:                Primary Azimuth Mark                     Grid Az
 DE8006:SPC MN N     -  3106 E                                   001 04 45.1
 DE8006:UTM  15      -  3106 E                                   001 08 55.2
 DE8006
 DE8006|---------------------------------------------------------------------|
 DE8006| PID    Reference Object                     Distance      Geod. Az  |
 DE8006|                                                           dddmmss.s |
 DE8006| DE8007 3106 E                              APPROX. 1.2 KM 0003756.8 |
 DE8006|---------------------------------------------------------------------|
 DE8006
 DE8006                          SUPERSEDED SURVEY CONTROL
 DE8006
 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: 15TVN4684735592(NAD 83)
 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 3 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 - 1999
 DE8006_ROD/PIPE-DEPTH:  9.1 meters
 DE8006
 DE8006  HISTORY     - Date     Condition        Report By
 DE8006  HISTORY     - 1999     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8007 ***********************************************************************
 DE8007  DESIGNATION -  3106 E
 DE8007  PID         -  DE8007
 DE8007  STATE/COUNTY-  MN/ITASCA
 DE8007  USGS QUAD   -  COHASSET WEST (1969)
 DE8007
 DE8007                         *CURRENT SURVEY CONTROL
 DE8007  ___________________________________________________________________
 DE8007* NAD 83(1996)-  47 16 56.26577(N)    093 42 09.15108(W)     ADJUSTED  
 DE8007* NAVD 88     -       397.869  (meters)    1305.34   (feet)  ADJUSTED  
 DE8007  ___________________________________________________________________
 DE8007  X           -    -279,935.119 (meters)                     COMP
 DE8007  Y           -  -4,325,884.385 (meters)                     COMP
 DE8007  Z           -   4,663,382.752 (meters)                     COMP
 DE8007  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 DE8007  ELLIP HEIGHT-         368.65  (meters)          (12/27/02) GPS OBS
 DE8007  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DE8007  DYNAMIC HT  -         397.901 (meters)    1305.45  (feet)  COMP
 DE8007  MODELED GRAV-     980,682.4   (mgal)                       NAVD 88
 DE8007
 DE8007  HORZ ORDER  -  FIRST
 DE8007  VERT ORDER  -  SECOND    CLASS I
 DE8007  ELLP ORDER  -  FOURTH    CLASS I
 DE8007
 DE8007.The horizontal coordinates were established by GPS observations
 DE8007.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8007
 DE8007.The orthometric height was determined by differential leveling
 DE8007.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DE8007
 DE8007.The ellipsoidal height was determined by GPS observations
 DE8007.and is referenced to NAD 83.
 DE8007
 DE8007.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE8007;SPC MN N     -   187,148.417   754,417.783   MT  0.99994910   -0 26 47.8
 DE8007;UTM  15      - 5,236,774.741   446,870.918   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 45.0
 DE8007:UTM  15      -  3106 D                                   181 08 55.4
 DE8007
 DE8007|---------------------------------------------------------------------|
 DE8007| PID    Reference Object                     Distance      Geod. Az  |
 DE8007|                                                           dddmmss.s |
 DE8007| DE8006 3106 D                              APPROX. 1.2 KM 1803757.2 |
 DE8007|---------------------------------------------------------------------|
 DE8007
 DE8007                          SUPERSEDED SURVEY CONTROL
 DE8007
 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: 15TVN4687136775(NAD 83)
 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 = OCTOBER  6, 2006
 AJ5590 ***********************************************************************
 AJ5590  DESIGNATION -  3107 AA
 AJ5590  PID         -  AJ5590
 AJ5590  STATE/COUNTY-  MN/ITASCA
 AJ5590  USGS QUAD   -  WILDWOOD SE (1996)
 AJ5590
 AJ5590                         *CURRENT SURVEY CONTROL
 AJ5590  ___________________________________________________________________
 AJ5590* NAD 83(1996)-  47 49 32.67355(N)    093 46 35.48640(W)     ADJUSTED  
 AJ5590* NAVD 88     -       418.583  (meters)    1373.30   (feet)  ADJUSTED  
 AJ5590  ___________________________________________________________________
 AJ5590  X           -    -282,584.719 (meters)                     COMP
 AJ5590  Y           -  -4,281,041.995 (meters)                     COMP
 AJ5590  Z           -   4,704,178.433 (meters)                     COMP
 AJ5590  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 AJ5590  ELLIP HEIGHT-         389.52  (meters)          (10/09/01) GPS OBS
 AJ5590  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AJ5590  DYNAMIC HT  -         418.647 (meters)    1373.51  (feet)  COMP
 AJ5590  MODELED GRAV-     980,751.9   (mgal)                       NAVD 88
 AJ5590
 AJ5590  HORZ ORDER  -  FIRST
 AJ5590  VERT ORDER  -  SECOND    CLASS I
 AJ5590  ELLP ORDER  -  THIRD     CLASS I
 AJ5590
 AJ5590.The horizontal coordinates were established by GPS observations
 AJ5590.and adjusted by the National Geodetic Survey in October 2001..
 AJ5590
 AJ5590.The orthometric height was determined by differential leveling
 AJ5590.and adjusted by the National Geodetic Survey in December 2002..
 AJ5590
 AJ5590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5590
 AJ5590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5590
 AJ5590.The ellipsoidal height was determined by GPS observations
 AJ5590.and is referenced to NAD 83.
 AJ5590
 AJ5590.The geoid height was determined by GEOID03.
 AJ5590
 AJ5590.The dynamic height is computed by dividing the NAVD 88
 AJ5590.geopotential number by the normal gravity value computed on the
 AJ5590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5590.degrees latitude (g = 980.6199 gals.).
 AJ5590
 AJ5590.The modeled gravity was interpolated from observed gravity values.
 AJ5590
 AJ5590;                    North         East     Units Scale Factor Converg.
 AJ5590;SPC MN N     -   247,608.770   749,349.945   MT  0.99990283   -0 30 05.2
 AJ5590;UTM  15      - 5,297,224.430   441,880.175   MT  0.99964151   -0 34 31.8
 AJ5590
 AJ5590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5590!SPC MN N     -   0.99993895  x   0.99990283  =   0.99984179
 AJ5590!UTM  15      -   0.99993895  x   0.99964151  =   0.99958048
 AJ5590
 AJ5590:                Primary Azimuth Mark                     Grid Az
 AJ5590:SPC MN N     -  3107 Z                                   178 53 55.4
 AJ5590:UTM  15      -  3107 Z                                   178 58 22.0
 AJ5590
 AJ5590|---------------------------------------------------------------------|
 AJ5590| PID    Reference Object                     Distance      Geod. Az  |
 AJ5590|                                                           dddmmss.s |
 AJ5590| AJ5589 3107 Z                              APPROX. 1.3 KM 1782350.2 |
 AJ5590|---------------------------------------------------------------------|
 AJ5590
 AJ5590                          SUPERSEDED SURVEY CONTROL
 AJ5590
 AJ5590  NAVD 88 (10/09/01)  418.57   (m)         1373.3    (f) LEVELING    3  
 AJ5590
 AJ5590.Superseded values are not recommended for survey control.
 AJ5590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5590.See file dsdata.txt to determine how the superseded data were derived.
 AJ5590
 AJ5590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4188097224(NAD 83)
 AJ5590_MARKER: DD = SURVEY DISK
 AJ5590_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ5590_STAMPING: 3107 AA 1998
 AJ5590_MARK LOGO: MNDT  
 AJ5590_PROJECTION: FLUSH
 AJ5590_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5590+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1998
 AJ5590_ROD/PIPE-DEPTH:  9.1 meters
 AJ5590
 AJ5590  HISTORY     - Date     Condition        Report By
 AJ5590  HISTORY     - 1998     MONUMENTED       MNDT
 AJ5590  HISTORY     - 19980328 GOOD             MNDT
 AJ5590
 AJ5590                          STATION DESCRIPTION
 AJ5590
 AJ5590'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ5590'6 MI (9.7 KM) WSW OF EFFIE, 1 MI (1.6 KM) SOUTH ALONG TH 6 FROM SOUTH
 AJ5590'JCT TH 1, AT TH 6 MP 125.05, 52.5 FT (16.0 M) WEST OF TH 6, 21 FT (6.4
 AJ5590'M) SOUTH OF FOREST RD, 21.1 FT (6.4 M) WNW OF WEST END OF 24 INCH
 AJ5590'METAL CULVERT, 3.2 FT (1.0 M) WEST OF WIT POST.
 AJ5590
 AJ5590                          STATION RECOVERY (1998)
 AJ5590
 AJ5590'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 AJ5590'THE MARK IS LOCATED 6 MI (9.7 KM) WSW OF EFFIE, 1 MI (1.6 KM) SOUTH
 AJ5590'ALONG TH 6 FROM JCT OF TH 6 AND TH 1 (6 MI WEST OF EFFIE) AT TH 6 MP
 AJ5590'125.05, 52.5 FT (16.0 M) WEST OF TH 6, 21.0 FT (6.4 M) SOUTH OF FOREST
 AJ5590'RD, 21.1 FT (6.4 M) WNW OF WEST END OF 24 INCH METAL CULVERT, AND 3.2
 AJ5590'FT (1.0 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6386 ***********************************************************************
 AJ6386  DESIGNATION -  3107 AB
 AJ6386  PID         -  AJ6386
 AJ6386  STATE/COUNTY-  MN/ITASCA
 AJ6386  USGS QUAD   -  SPRING LAKE (1996)
 AJ6386
 AJ6386                         *CURRENT SURVEY CONTROL
 AJ6386  ___________________________________________________________________
 AJ6386* NAD 83(1986)-  47 44 54.     (N)    093 46 31.     (W)     SCALED    
 AJ6386* NAVD 88     -       403.482  (meters)    1323.76   (feet)  ADJUSTED  
 AJ6386  ___________________________________________________________________
 AJ6386  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 AJ6386  DYNAMIC HT  -         403.539 (meters)    1323.94  (feet)  COMP
 AJ6386  MODELED GRAV-     980,743.3   (mgal)                       NAVD 88
 AJ6386
 AJ6386  VERT ORDER  -  SECOND    CLASS I
 AJ6386
 AJ6386.The horizontal coordinates were scaled from a topographic map and have
 AJ6386.an estimated accuracy of +/- 6 seconds.
 AJ6386
 AJ6386.The orthometric height was determined by differential leveling
 AJ6386.and adjusted by the National Geodetic Survey in December 2005..
 AJ6386
 AJ6386.The geoid height was determined by GEOID03.
 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     -   239,000.      749,370.      MT  (+/- 180 meters Scaled)
 AJ6386
 AJ6386                          SUPERSEDED SURVEY CONTROL
 AJ6386
 AJ6386  NAVD 88 (12/03/02)  403.488  (m)         1323.78   (f) UNKNOWN     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: 15TVN418886(NAD 83)
 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: N = NO MAGNETIC MATERIAL
 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     - 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 (2003)
 AJ6386
 AJ6386'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AJ6386'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7044 ***********************************************************************
 DE7044  DESIGNATION -  3107 AC
 DE7044  PID         -  DE7044
 DE7044  STATE/COUNTY-  MN/ITASCA
 DE7044  USGS QUAD   -  JESSIE LAKE (1996)
 DE7044
 DE7044                         *CURRENT SURVEY CONTROL
 DE7044  ___________________________________________________________________
 DE7044* NAD 83(1996)-  47 36 04.39087(N)    093 46 32.75020(W)     ADJUSTED  
 DE7044* NAVD 88     -       416.38   (meters)    1366.1    (feet)  LEVELING  
 DE7044  ___________________________________________________________________
 DE7044  X           -    -283,744.047 (meters)                     COMP
 DE7044  Y           -  -4,299,473.155 (meters)                     COMP
 DE7044  Z           -   4,687,379.488 (meters)                     COMP
 DE7044  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 DE7044  ELLIP HEIGHT-         387.48  (meters)          (09/05/02) GPS OBS
 DE7044  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DE7044
 DE7044  HORZ ORDER  -  FIRST
 DE7044  VERT ORDER  -  THIRD ?
 DE7044  ELLP ORDER  -  FOURTH    CLASS I
 DE7044
 DE7044.The horizontal coordinates were established by GPS observations
 DE7044.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7044
 DE7044.The orthometric height was determined by differential leveling.
 DE7044.The vertical network tie was performed by a horz. field party for horz.
 DE7044.obs reductions. Reset procedures were used to establish the elevation.
 DE7044
 DE7044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7044
 DE7044.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7044
 DE7044.The ellipsoidal height was determined by GPS observations
 DE7044.and is referenced to NAD 83.
 DE7044
 DE7044.The geoid height was determined by GEOID03.
 DE7044
 DE7044;                    North         East     Units Scale Factor Converg.
 DE7044;SPC MN N     -   222,648.051   749,188.635   MT  0.99991113   -0 30 03.2
 DE7044;UTM  15      - 5,272,270.528   441,687.102   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 32.8
 DE7044:UTM  15      -  3107 AD                                  353 17 52.0
 DE7044
 DE7044|---------------------------------------------------------------------|
 DE7044| PID    Reference Object                     Distance      Geod. Az  |
 DE7044|                                                           dddmmss.s |
 DE7044| DE7045 3107 AD                             APPROX. 0.9 KM 3524329.6 |
 DE7044|---------------------------------------------------------------------|
 DE7044
 DE7044                          SUPERSEDED SURVEY CONTROL
 DE7044
 DE7044.No superseded survey control is available for this station.
 DE7044
 DE7044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4168772271(NAD 83)
 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 - 2002
 DE7044_ROD/PIPE-DEPTH: 13.7 meters
 DE7044
 DE7044  HISTORY     - Date     Condition        Report By
 DE7044  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7045 ***********************************************************************
 DE7045  DESIGNATION -  3107 AD
 DE7045  PID         -  DE7045
 DE7045  STATE/COUNTY-  MN/ITASCA
 DE7045  USGS QUAD   -  JESSIE LAKE (1996)
 DE7045
 DE7045                         *CURRENT SURVEY CONTROL
 DE7045  ___________________________________________________________________
 DE7045* NAD 83(1996)-  47 36 34.66986(N)    093 46 38.46627(W)     ADJUSTED  
 DE7045* NAVD 88     -       414.54   (meters)    1360.0    (feet)  LEVELING  
 DE7045  ___________________________________________________________________
 DE7045  X           -    -283,817.613 (meters)                     COMP
 DE7045  Y           -  -4,298,774.893 (meters)                     COMP
 DE7045  Z           -   4,688,008.668 (meters)                     COMP
 DE7045  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 DE7045  ELLIP HEIGHT-         385.64  (meters)          (09/05/02) GPS OBS
 DE7045  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DE7045
 DE7045  HORZ ORDER  -  FIRST
 DE7045  VERT ORDER  -  THIRD ?
 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 September 2002..
 DE7045
 DE7045.The orthometric height was determined by differential leveling.
 DE7045.The vertical network tie was performed by a horz. field party for horz.
 DE7045.obs reductions. Reset procedures were used to establish the elevation.
 DE7045
 DE7045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7045
 DE7045.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7045
 DE7045.The ellipsoidal height was determined by GPS observations
 DE7045.and is referenced to NAD 83.
 DE7045
 DE7045.The geoid height was determined by GEOID03.
 DE7045
 DE7045;                    North         East     Units Scale Factor Converg.
 DE7045;SPC MN N     -   223,584.115   749,077.444   MT  0.99991055   -0 30 07.4
 DE7045;UTM  15      - 5,273,206.479   441,577.117   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  =   0.99985011
 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 15.2
 DE7045:UTM  15      -  3107 AE                                  025 58 34.7
 DE7045
 DE7045|---------------------------------------------------------------------|
 DE7045| PID    Reference Object                     Distance      Geod. Az  |
 DE7045|                                                           dddmmss.s |
 DE7045| DE7046 3107 AE                             APPROX. 1.5 KM 0252407.8 |
 DE7045| DE7044 3107 AC                             APPROX. 0.9 KM 1724325.4 |
 DE7045|---------------------------------------------------------------------|
 DE7045
 DE7045                          SUPERSEDED SURVEY CONTROL
 DE7045
 DE7045.No superseded survey control is available for this station.
 DE7045
 DE7045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4157773206(NAD 83)
 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 - 2002
 DE7045_ROD/PIPE-DEPTH: 10.7 meters
 DE7045
 DE7045  HISTORY     - Date     Condition        Report By
 DE7045  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7046 ***********************************************************************
 DE7046  DESIGNATION -  3107 AE
 DE7046  PID         -  DE7046
 DE7046  STATE/COUNTY-  MN/ITASCA
 DE7046  USGS QUAD   -  JESSIE LAKE (1996)
 DE7046
 DE7046                         *CURRENT SURVEY CONTROL
 DE7046  ___________________________________________________________________
 DE7046* NAD 83(1996)-  47 37 19.31653(N)    093 46 07.10556(W)     ADJUSTED  
 DE7046* NAVD 88     -       415.53   (meters)    1363.3    (feet)  LEVELING  
 DE7046  ___________________________________________________________________
 DE7046  X           -    -283,097.116 (meters)                     COMP
 DE7046  Y           -  -4,297,802.302 (meters)                     COMP
 DE7046  Z           -   4,688,938.944 (meters)                     COMP
 DE7046  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 DE7046  ELLIP HEIGHT-         386.62  (meters)          (09/05/02) GPS OBS
 DE7046  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DE7046
 DE7046  HORZ ORDER  -  FIRST
 DE7046  VERT ORDER  -  THIRD ?
 DE7046  ELLP ORDER  -  FOURTH    CLASS I
 DE7046
 DE7046.The horizontal coordinates were established by GPS observations
 DE7046.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7046
 DE7046.The orthometric height was determined by differential leveling.
 DE7046.The vertical network tie was performed by a horz. field party for horz.
 DE7046.obs reductions. Reset procedures were used to establish the elevation.
 DE7046
 DE7046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7046
 DE7046.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7046
 DE7046.The ellipsoidal height was determined by GPS observations
 DE7046.and is referenced to NAD 83.
 DE7046
 DE7046.The geoid height was determined by GEOID03.
 DE7046
 DE7046;                    North         East     Units Scale Factor Converg.
 DE7046;SPC MN N     -   224,957.111   749,744.260   MT  0.99990972   -0 29 44.2
 DE7046;UTM  15      - 5,274,578.266   442,245.482   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 15.2
 DE7046:UTM  15      -  3107 AD                                  205 58 35.2
 DE7046
 DE7046|---------------------------------------------------------------------|
 DE7046| PID    Reference Object                     Distance      Geod. Az  |
 DE7046|                                                           dddmmss.s |
 DE7046| DE7045 3107 AD                             APPROX. 1.5 KM 2052431.0 |
 DE7046|---------------------------------------------------------------------|
 DE7046
 DE7046                          SUPERSEDED SURVEY CONTROL
 DE7046
 DE7046.No superseded survey control is available for this station.
 DE7046
 DE7046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4224574578(NAD 83)
 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 - 2002
 DE7046_ROD/PIPE-DEPTH: 10.7 meters
 DE7046
 DE7046  HISTORY     - Date     Condition        Report By
 DE7046  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7047 ***********************************************************************
 DE7047  DESIGNATION -  3107 AF
 DE7047  PID         -  DE7047
 DE7047  STATE/COUNTY-  MN/ITASCA
 DE7047  USGS QUAD   -  SPRING LAKE (1996)
 DE7047
 DE7047                         *CURRENT SURVEY CONTROL
 DE7047  ___________________________________________________________________
 DE7047* NAD 83(1996)-  47 38 59.17345(N)    093 46 31.78737(W)     ADJUSTED  
 DE7047* NAVD 88     -       423.05   (meters)    1388.0    (feet)  LEVELING  
 DE7047  ___________________________________________________________________
 DE7047  X           -    -283,461.670 (meters)                     COMP
 DE7047  Y           -  -4,295,499.549 (meters)                     COMP
 DE7047  Z           -   4,691,022.745 (meters)                     COMP
 DE7047  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 DE7047  ELLIP HEIGHT-         394.13  (meters)          (09/05/02) GPS OBS
 DE7047  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DE7047
 DE7047  HORZ ORDER  -  FIRST
 DE7047  VERT ORDER  -  THIRD ?
 DE7047  ELLP ORDER  -  FOURTH    CLASS I
 DE7047
 DE7047.The horizontal coordinates were established by GPS observations
 DE7047.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7047
 DE7047.The orthometric height was determined by differential leveling.
 DE7047.The vertical network tie was performed by a horz. field party for horz.
 DE7047.obs reductions. Reset procedures were used to establish the elevation.
 DE7047
 DE7047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7047
 DE7047.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7047
 DE7047.The ellipsoidal height was determined by GPS observations
 DE7047.and is referenced to NAD 83.
 DE7047
 DE7047.The geoid height was determined by GEOID03.
 DE7047
 DE7047;                    North         East     Units Scale Factor Converg.
 DE7047;SPC MN N     -   228,045.197   749,255.912   MT  0.99990804   -0 30 02.5
 DE7047;UTM  15      - 5,277,666.139   441,761.162   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  =   0.99984627
 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 09.5
 DE7047:UTM  15      -  3107 AG                                  005 40 30.3
 DE7047
 DE7047|---------------------------------------------------------------------|
 DE7047| PID    Reference Object                     Distance      Geod. Az  |
 DE7047|                                                           dddmmss.s |
 DE7047| DE7048 3107 AG                             APPROX. 1.5 KM 0050607.0 |
 DE7047|---------------------------------------------------------------------|
 DE7047
 DE7047                          SUPERSEDED SURVEY CONTROL
 DE7047
 DE7047.No superseded survey control is available for this station.
 DE7047
 DE7047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4176177666(NAD 83)
 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 - 2002
 DE7047_ROD/PIPE-DEPTH: 10.7 meters
 DE7047
 DE7047  HISTORY     - Date     Condition        Report By
 DE7047  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7048 ***********************************************************************
 DE7048  DESIGNATION -  3107 AG
 DE7048  PID         -  DE7048
 DE7048  STATE/COUNTY-  MN/ITASCA
 DE7048  USGS QUAD   -  SPRING LAKE (1996)
 DE7048
 DE7048                         *CURRENT SURVEY CONTROL
 DE7048  ___________________________________________________________________
 DE7048* NAD 83(1996)-  47 39 48.07305(N)    093 46 25.32467(W)     ADJUSTED  
 DE7048* NAVD 88     -       434.84   (meters)    1426.6    (feet)  LEVELING  
 DE7048  ___________________________________________________________________
 DE7048  X           -    -283,254.135 (meters)                     COMP
 DE7048  Y           -  -4,294,402.466 (meters)                     COMP
 DE7048  Z           -   4,692,048.782 (meters)                     COMP
 DE7048  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 DE7048  ELLIP HEIGHT-         405.93  (meters)          (09/05/02) GPS OBS
 DE7048  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DE7048
 DE7048  HORZ ORDER  -  FIRST
 DE7048  VERT ORDER  -  THIRD ?
 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 September 2002..
 DE7048
 DE7048.The orthometric height was determined by differential leveling.
 DE7048.The vertical network tie was performed by a horz. field party for horz.
 DE7048.obs reductions. Reset procedures were used to establish the elevation.
 DE7048
 DE7048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7048
 DE7048.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7048
 DE7048.The ellipsoidal height was determined by GPS observations
 DE7048.and is referenced to NAD 83.
 DE7048
 DE7048.The geoid height was determined by GEOID03.
 DE7048
 DE7048;                    North         East     Units Scale Factor Converg.
 DE7048;SPC MN N     -   229,554.055   749,403.926   MT  0.99990731   -0 29 57.7
 DE7048;UTM  15      - 5,279,174.408   441,911.046   MT  0.99964146   -0 34 19.0
 DE7048
 DE7048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7048!SPC MN N     -   0.99993638  x   0.99990731  =   0.99984370
 DE7048!UTM  15      -   0.99993638  x   0.99964146  =   0.99957786
 DE7048
 DE7048:                Primary Azimuth Mark                     Grid Az
 DE7048:SPC MN N     -  3107 AF                                  185 36 09.5
 DE7048:UTM  15      -  3107 AF                                  185 40 30.8
 DE7048
 DE7048|---------------------------------------------------------------------|
 DE7048| PID    Reference Object                     Distance      Geod. Az  |
 DE7048|                                                           dddmmss.s |
 DE7048| DE7047 3107 AF                             APPROX. 1.5 KM 1850611.8 |
 DE7048|---------------------------------------------------------------------|
 DE7048
 DE7048                          SUPERSEDED SURVEY CONTROL
 DE7048
 DE7048.No superseded survey control is available for this station.
 DE7048
 DE7048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4191179174(NAD 83)
 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 - 2002
 DE7048_ROD/PIPE-DEPTH:  4.6 meters
 DE7048
 DE7048  HISTORY     - Date     Condition        Report By
 DE7048  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7049 ***********************************************************************
 DE7049  DESIGNATION -  3107 AH
 DE7049  PID         -  DE7049
 DE7049  STATE/COUNTY-  MN/ITASCA
 DE7049  USGS QUAD   -  SPRING LAKE (1996)
 DE7049
 DE7049                         *CURRENT SURVEY CONTROL
 DE7049  ___________________________________________________________________
 DE7049* NAD 83(1996)-  47 41 44.64007(N)    093 46 25.12117(W)     ADJUSTED  
 DE7049* NAVD 88     -       427.04   (meters)    1401.0    (feet)  LEVELING  
 DE7049  ___________________________________________________________________
 DE7049  X           -    -283,074.349 (meters)                     COMP
 DE7049  Y           -  -4,291,741.207 (meters)                     COMP
 DE7049  Z           -   4,694,467.023 (meters)                     COMP
 DE7049  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 DE7049  ELLIP HEIGHT-         398.11  (meters)          (09/05/02) GPS OBS
 DE7049  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DE7049
 DE7049  HORZ ORDER  -  FIRST
 DE7049  VERT ORDER  -  THIRD ?
 DE7049  ELLP ORDER  -  FOURTH    CLASS I
 DE7049
 DE7049.The horizontal coordinates were established by GPS observations
 DE7049.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7049
 DE7049.The orthometric height was determined by differential leveling.
 DE7049.The vertical network tie was performed by a horz. field party for horz.
 DE7049.obs reductions. Reset procedures were used to establish the elevation.
 DE7049
 DE7049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7049
 DE7049.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7049
 DE7049.The ellipsoidal height was determined by GPS observations
 DE7049.and is referenced to NAD 83.
 DE7049
 DE7049.The geoid height was determined by GEOID03.
 DE7049
 DE7049;                    North         East     Units Scale Factor Converg.
 DE7049;SPC MN N     -   233,153.655   749,439.542   MT  0.99990578   -0 29 57.5
 DE7049;UTM  15      - 5,282,773.005   441,951.220   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 45.6
 DE7049:UTM  15      -  3107 AJ                                  011 20 08.0
 DE7049
 DE7049|---------------------------------------------------------------------|
 DE7049| PID    Reference Object                     Distance      Geod. Az  |
 DE7049|                                                           dddmmss.s |
 DE7049| DE7050 3107 AJ                             APPROX. 1.6 KM 0104548.1 |
 DE7049|---------------------------------------------------------------------|
 DE7049
 DE7049                          SUPERSEDED SURVEY CONTROL
 DE7049
 DE7049.No superseded survey control is available for this station.
 DE7049
 DE7049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4195182773(NAD 83)
 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 - 2002
 DE7049_ROD/PIPE-DEPTH: 30.4 meters
 DE7049
 DE7049  HISTORY     - Date     Condition        Report By
 DE7049  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7050 ***********************************************************************
 DE7050  DESIGNATION -  3107 AJ
 DE7050  PID         -  DE7050
 DE7050  STATE/COUNTY-  MN/ITASCA
 DE7050  USGS QUAD   -  SPRING LAKE (1996)
 DE7050
 DE7050                         *CURRENT SURVEY CONTROL
 DE7050  ___________________________________________________________________
 DE7050* NAD 83(1996)-  47 42 34.19720(N)    093 46 11.16337(W)     ADJUSTED  
 DE7050* NAVD 88     -       425.59   (meters)    1396.3    (feet)  LEVELING  
 DE7050  ___________________________________________________________________
 DE7050  X           -    -282,709.428 (meters)                     COMP
 DE7050  Y           -  -4,290,629.661 (meters)                     COMP
 DE7050  Z           -   4,695,496.036 (meters)                     COMP
 DE7050  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 DE7050  ELLIP HEIGHT-         396.65  (meters)          (09/05/02) GPS OBS
 DE7050  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DE7050
 DE7050  HORZ ORDER  -  FIRST
 DE7050  VERT ORDER  -  THIRD ?
 DE7050  ELLP ORDER  -  FOURTH    CLASS I
 DE7050
 DE7050.The horizontal coordinates were established by GPS observations
 DE7050.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7050
 DE7050.The orthometric height was determined by differential leveling.
 DE7050.The vertical network tie was performed by a horz. field party for horz.
 DE7050.obs reductions. Reset procedures were used to establish the elevation.
 DE7050
 DE7050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7050
 DE7050.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7050
 DE7050.The ellipsoidal height was determined by GPS observations
 DE7050.and is referenced to NAD 83.
 DE7050
 DE7050.The geoid height was determined by GEOID03.
 DE7050
 DE7050;                    North         East     Units Scale Factor Converg.
 DE7050;SPC MN N     -   234,681.476   749,743.796   MT  0.99990522   -0 29 47.2
 DE7050;UTM  15      - 5,284,300.034   442,257.338   MT  0.99964097   -0 34 10.0
 DE7050
 DE7050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7050!SPC MN N     -   0.99993783  x   0.99990522  =   0.99984306
 DE7050!UTM  15      -   0.99993783  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.No superseded survey control is available for this station.
 DE7050
 DE7050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4225784300(NAD 83)
 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 - 2002
 DE7050_ROD/PIPE-DEPTH: 13.7 meters
 DE7050
 DE7050  HISTORY     - Date     Condition        Report By
 DE7050  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7051 ***********************************************************************
 DE7051  DESIGNATION -  3107 AK
 DE7051  PID         -  DE7051
 DE7051  STATE/COUNTY-  MN/ITASCA
 DE7051  USGS QUAD   -  SPRING LAKE (1996)
 DE7051
 DE7051                         *CURRENT SURVEY CONTROL
 DE7051  ___________________________________________________________________
 DE7051* NAD 83(1996)-  47 43 07.50659(N)    093 46 26.83929(W)     ADJUSTED  
 DE7051* NAVD 88     -       421.51   (meters)    1382.9    (feet)  LEVELING  
 DE7051  ___________________________________________________________________
 DE7051  X           -    -282,985.231 (meters)                     COMP
 DE7051  Y           -  -4,289,845.968 (meters)                     COMP
 DE7051  Z           -   4,696,185.241 (meters)                     COMP
 DE7051  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 DE7051  ELLIP HEIGHT-         392.58  (meters)          (09/05/02) GPS OBS
 DE7051  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DE7051
 DE7051  HORZ ORDER  -  FIRST
 DE7051  VERT ORDER  -  THIRD ?
 DE7051  ELLP ORDER  -  FOURTH    CLASS I
 DE7051
 DE7051.The horizontal coordinates were established by GPS observations
 DE7051.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7051
 DE7051.The orthometric height was determined by differential leveling.
 DE7051.The vertical network tie was performed by a horz. field party for horz.
 DE7051.obs reductions. Reset procedures were used to establish the elevation.
 DE7051
 DE7051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7051
 DE7051.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7051
 DE7051.The ellipsoidal height was determined by GPS observations
 DE7051.and is referenced to NAD 83.
 DE7051
 DE7051.The geoid height was determined by GEOID03.
 DE7051
 DE7051;                    North         East     Units Scale Factor Converg.
 DE7051;SPC MN N     -   235,712.929   749,426.040   MT  0.99990488   -0 29 58.8
 DE7051;UTM  15      - 5,285,331.619   441,940.980   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  =   0.99957991
 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 3583654.3 |
 DE7051|---------------------------------------------------------------------|
 DE7051
 DE7051                          SUPERSEDED SURVEY CONTROL
 DE7051
 DE7051.No superseded survey control is available for this station.
 DE7051
 DE7051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4194185332(NAD 83)
 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 - 2002
 DE7051_ROD/PIPE-DEPTH:  9.1 meters
 DE7051
 DE7051  HISTORY     - Date     Condition        Report By
 DE7051  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7052 ***********************************************************************
 DE7052  DESIGNATION -  3107 AL
 DE7052  PID         -  DE7052
 DE7052  STATE/COUNTY-  MN/ITASCA
 DE7052  USGS QUAD   -  SPRING LAKE (1996)
 DE7052
 DE7052                         *CURRENT SURVEY CONTROL
 DE7052  ___________________________________________________________________
 DE7052* NAD 83(1996)-  47 43 48.22441(N)    093 46 28.29835(W)     ADJUSTED  
 DE7052* NAVD 88     -       410.36   (meters)    1346.3    (feet)  LEVELING  
 DE7052  ___________________________________________________________________
 DE7052  X           -    -282,953.825 (meters)                     COMP
 DE7052  Y           -  -4,288,907.955 (meters)                     COMP
 DE7052  Z           -   4,697,022.998 (meters)                     COMP
 DE7052  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 DE7052  ELLIP HEIGHT-         381.43  (meters)          (09/05/02) GPS OBS
 DE7052  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DE7052
 DE7052  HORZ ORDER  -  FIRST
 DE7052  VERT ORDER  -  THIRD ?
 DE7052  ELLP ORDER  -  FOURTH    CLASS I
 DE7052
 DE7052.The horizontal coordinates were established by GPS observations
 DE7052.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7052
 DE7052.The orthometric height was determined by differential leveling.
 DE7052.The vertical network tie was performed by a horz. field party for horz.
 DE7052.obs reductions. Reset procedures were used to establish the elevation.
 DE7052
 DE7052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7052
 DE7052.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7052
 DE7052.The ellipsoidal height was determined by GPS observations
 DE7052.and is referenced to NAD 83.
 DE7052
 DE7052.The geoid height was determined by GEOID03.
 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;UTM  15      - 5,286,588.967   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 53.1
 DE7052:UTM  15      -  3107 AK                                  179 11 16.6
 DE7052
 DE7052|---------------------------------------------------------------------|
 DE7052| PID    Reference Object                     Distance      Geod. Az  |
 DE7052|                                                           dddmmss.s |
 DE7052| DE7051 3107 AK                             APPROX. 1.3 KM 1783653.2 |
 DE7052|---------------------------------------------------------------------|
 DE7052
 DE7052                          SUPERSEDED SURVEY CONTROL
 DE7052
 DE7052.No superseded survey control is available for this station.
 DE7052
 DE7052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4192386589(NAD 83)
 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 5 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 - 2002
 DE7052_ROD/PIPE-DEPTH: 10.7 meters
 DE7052
 DE7052  HISTORY     - Date     Condition        Report By
 DE7052  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7448 ***********************************************************************
 AI7448  DESIGNATION -  3107 B
 AI7448  PID         -  AI7448
 AI7448  STATE/COUNTY-  MN/ITASCA
 AI7448  USGS QUAD   -  DEER RIVER (1996)
 AI7448
 AI7448                         *CURRENT SURVEY CONTROL
 AI7448  ___________________________________________________________________
 AI7448* NAD 83(1996)-  47 21 23.83838(N)    093 47 42.00350(W)     ADJUSTED  
 AI7448* NAVD 88     -       403.521  (meters)    1323.89   (feet)  ADJUSTED  
 AI7448  ___________________________________________________________________
 AI7448  X           -    -286,513.661 (meters)                     COMP
 AI7448  Y           -  -4,319,369.173 (meters)                     COMP
 AI7448  Z           -   4,668,989.127 (meters)                     COMP
 AI7448  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 AI7448  ELLIP HEIGHT-         374.45  (meters)          (07/22/03) GPS OBS
 AI7448  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AI7448  DYNAMIC HT  -         403.560 (meters)    1324.01  (feet)  COMP
 AI7448  MODELED GRAV-     980,696.3   (mgal)                       NAVD 88
 AI7448
 AI7448  HORZ ORDER  -  FIRST
 AI7448  VERT ORDER  -  SECOND    CLASS I
 AI7448  ELLP ORDER  -  THIRD     CLASS II
 AI7448
 AI7448.The horizontal coordinates were established by GPS observations
 AI7448.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AI7448
 AI7448.The orthometric height was determined by differential leveling
 AI7448.and adjusted by the National Geodetic Survey in January 2001..
 AI7448
 AI7448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7448
 AI7448.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7448
 AI7448.The ellipsoidal height was determined by GPS observations
 AI7448.and is referenced to NAD 83.
 AI7448
 AI7448.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI7448;SPC MN N     -   195,469.634   747,497.738   MT  0.99993752   -0 30 54.5
 AI7448;UTM  15      - 5,245,101.827   439,963.085   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  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: 15TVN3996345102(NAD 83)
 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: RECESSED 3 CENTIMETERS
 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 - April 24, 2001
 AI7448_ROD/PIPE-DEPTH:  5.2 meters
 AI7448
 AI7448  HISTORY     - Date     Condition        Report By
 AI7448  HISTORY     - 1990     MONUMENTED       MNDT
 AI7448  HISTORY     - 20010424 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7452 ***********************************************************************
 AI7452  DESIGNATION -  3107 C
 AI7452  PID         -  AI7452
 AI7452  STATE/COUNTY-  MN/ITASCA
 AI7452  USGS QUAD   -  DEER RIVER NE (1996)
 AI7452
 AI7452                         *CURRENT SURVEY CONTROL
 AI7452  ___________________________________________________________________
 AI7452* NAD 83(1986)-  47 22 35.     (N)    093 47 42.     (W)     SCALED    
 AI7452* NAVD 88     -       399.019  (meters)    1309.11   (feet)  ADJUSTED  
 AI7452  ___________________________________________________________________
 AI7452  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 AI7452  DYNAMIC HT  -         399.059 (meters)    1309.25  (feet)  COMP
 AI7452  MODELED GRAV-     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
 AI7452.and adjusted by the National Geodetic Survey in January 2001..
 AI7452
 AI7452.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI7453 ***********************************************************************
 AI7453  DESIGNATION -  3107 D
 AI7453  PID         -  AI7453
 AI7453  STATE/COUNTY-  MN/ITASCA
 AI7453  USGS QUAD   -  DEER RIVER NE (1996)
 AI7453
 AI7453                         *CURRENT SURVEY CONTROL
 AI7453  ___________________________________________________________________
 AI7453* NAD 83(1986)-  47 23 36.     (N)    093 47 38.     (W)     SCALED    
 AI7453* NAVD 88     -       398.301  (meters)    1306.76   (feet)  ADJUSTED  
 AI7453  ___________________________________________________________________
 AI7453  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 AI7453  DYNAMIC HT  -         398.342 (meters)    1306.89  (feet)  COMP
 AI7453  MODELED GRAV-     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
 AI7453.and adjusted by the National Geodetic Survey in January 2001..
 AI7453
 AI7453.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI7458 ***********************************************************************
 AI7458  DESIGNATION -  3107 E
 AI7458  PID         -  AI7458
 AI7458  STATE/COUNTY-  MN/ITASCA
 AI7458  USGS QUAD   -  DEER RIVER NE (1996)
 AI7458
 AI7458                         *CURRENT SURVEY CONTROL
 AI7458  ___________________________________________________________________
 AI7458* NAD 83(1986)-  47 24 28.     (N)    093 48 08.     (W)     SCALED    
 AI7458* NAVD 88     -       405.425  (meters)    1330.13   (feet)  ADJUSTED  
 AI7458  ___________________________________________________________________
 AI7458  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AI7458  DYNAMIC HT  -         405.469 (meters)    1330.28  (feet)  COMP
 AI7458  MODELED GRAV-     980,708.8   (mgal)                       NAVD 88
 AI7458
 AI7458  VERT ORDER  -  SECOND    CLASS I
 AI7458
 AI7458.The horizontal coordinates were scaled from a topographic map and have
 AI7458.an estimated accuracy of +/- 6 seconds.
 AI7458
 AI7458.The orthometric height was determined by differential leveling
 AI7458.and adjusted by the National Geodetic Survey in January 2001..
 AI7458
 AI7458.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AI7458;SPC MN N     -   201,160.      747,000.      MT  (+/- 180 meters Scaled)
 AI7458
 AI7458                          SUPERSEDED SURVEY CONTROL
 AI7458
 AI7458.No superseded survey control is available for this station.
 AI7458
 AI7458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN394507(NAD 83)
 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 NOT SUITABLE FOR
 AI7458+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI7458_ROD/PIPE-DEPTH: 10.7 meters
 AI7458
 AI7458  HISTORY     - Date     Condition        Report By
 AI7458  HISTORY     - 1990     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7459 ***********************************************************************
 AI7459  DESIGNATION -  3107 F
 AI7459  PID         -  AI7459
 AI7459  STATE/COUNTY-  MN/ITASCA
 AI7459  USGS QUAD   -  DEER RIVER NE (1996)
 AI7459
 AI7459                         *CURRENT SURVEY CONTROL
 AI7459  ___________________________________________________________________
 AI7459* NAD 83(1986)-  47 25 14.     (N)    093 48 42.     (W)     SCALED    
 AI7459* NAVD 88     -       404.123  (meters)    1325.86   (feet)  ADJUSTED  
 AI7459  ___________________________________________________________________
 AI7459  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AI7459  DYNAMIC HT  -         404.169 (meters)    1326.01  (feet)  COMP
 AI7459  MODELED GRAV-     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
 AI7459.and adjusted by the National Geodetic Survey in January 2001..
 AI7459
 AI7459.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI7460 ***********************************************************************
 AI7460  DESIGNATION -  3107 G
 AI7460  PID         -  AI7460
 AI7460  STATE/COUNTY-  MN/ITASCA
 AI7460  USGS QUAD   -  DEER RIVER NE (1996)
 AI7460
 AI7460                         *CURRENT SURVEY CONTROL
 AI7460  ___________________________________________________________________
 AI7460* NAD 83(1986)-  47 25 46.     (N)    093 49 06.     (W)     SCALED    
 AI7460* NAVD 88     -       408.859  (meters)    1341.40   (feet)  ADJUSTED  
 AI7460  ___________________________________________________________________
 AI7460  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 AI7460  DYNAMIC HT  -         408.906 (meters)    1341.55  (feet)  COMP
 AI7460  MODELED GRAV-     980,715.9   (mgal)                       NAVD 88
 AI7460
 AI7460  VERT ORDER  -  SECOND    CLASS I
 AI7460
 AI7460.The horizontal coordinates were scaled from a topographic map and have
 AI7460.an estimated accuracy of +/- 6 seconds.
 AI7460
 AI7460.The orthometric height was determined by differential leveling
 AI7460.and adjusted by the National Geodetic Survey in January 2001..
 AI7460
 AI7460.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AI7460;SPC MN N     -   203,580.      745,810.      MT  (+/- 180 meters Scaled)
 AI7460
 AI7460                          SUPERSEDED SURVEY CONTROL
 AI7460
 AI7460.No superseded survey control is available for this station.
 AI7460
 AI7460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN382532(NAD 83)
 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 - 1990
 AI7460_ROD/PIPE-DEPTH:  7.6 meters
 AI7460
 AI7460  HISTORY     - Date     Condition        Report By
 AI7460  HISTORY     - 1990     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7461 ***********************************************************************
 AI7461  DESIGNATION -  3107 H
 AI7461  PID         -  AI7461
 AI7461  STATE/COUNTY-  MN/ITASCA
 AI7461  USGS QUAD   -  DEER RIVER NE (1996)
 AI7461
 AI7461                         *CURRENT SURVEY CONTROL
 AI7461  ___________________________________________________________________
 AI7461* NAD 83(1986)-  47 26 28.     (N)    093 49 24.     (W)     SCALED    
 AI7461* NAVD 88     -       408.084  (meters)    1338.86   (feet)  ADJUSTED  
 AI7461  ___________________________________________________________________
 AI7461  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AI7461  DYNAMIC HT  -         408.133 (meters)    1339.02  (feet)  COMP
 AI7461  MODELED GRAV-     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
 AI7461.and adjusted by the National Geodetic Survey in January 2001..
 AI7461
 AI7461.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI7466 ***********************************************************************
 AI7466  DESIGNATION -  3107 J
 AI7466  PID         -  AI7466
 AI7466  STATE/COUNTY-  MN/ITASCA
 AI7466  USGS QUAD   -  DEER RIVER NE (1996)
 AI7466
 AI7466                         *CURRENT SURVEY CONTROL
 AI7466  ___________________________________________________________________
 AI7466* NAD 83(1986)-  47 28 02.     (N)    093 49 54.     (W)     SCALED    
 AI7466* NAVD 88     -       409.543  (meters)    1343.64   (feet)  ADJUSTED  
 AI7466  ___________________________________________________________________
 AI7466  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AI7466  DYNAMIC HT  -         409.595 (meters)    1343.81  (feet)  COMP
 AI7466  MODELED GRAV-     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
 AI7466.and adjusted by the National Geodetic Survey in January 2001..
 AI7466
 AI7466.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI7467 ***********************************************************************
 AI7467  DESIGNATION -  3107 K
 AI7467  PID         -  AI7467
 AI7467  STATE/COUNTY-  MN/ITASCA
 AI7467  USGS QUAD   -  DEER RIVER NE (1996)
 AI7467
 AI7467                         *CURRENT SURVEY CONTROL
 AI7467  ___________________________________________________________________
 AI7467* NAD 83(1986)-  47 29 10.     (N)    093 49 43.     (W)     SCALED    
 AI7467* NAVD 88     -       406.336  (meters)    1333.12   (feet)  ADJUSTED  
 AI7467  ___________________________________________________________________
 AI7467  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 AI7467  DYNAMIC HT  -         406.389 (meters)    1333.29  (feet)  COMP
 AI7467  MODELED GRAV-     980,731.1   (mgal)                       NAVD 88
 AI7467
 AI7467  VERT ORDER  -  SECOND    CLASS I
 AI7467
 AI7467.The horizontal coordinates were scaled from a topographic map and have
 AI7467.an estimated accuracy of +/- 6 seconds.
 AI7467
 AI7467.The orthometric height was determined by differential leveling
 AI7467.and adjusted by the National Geodetic Survey in January 2001..
 AI7467
 AI7467.The geoid height was determined by GEOID03.
 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     -   209,890.      745,090.      MT  (+/- 180 meters Scaled)
 AI7467
 AI7467                          SUPERSEDED SURVEY CONTROL
 AI7467
 AI7467.No superseded survey control is available for this station.
 AI7467
 AI7467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN375595(NAD 83)
 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 = OCTOBER  6, 2006
 AI7468 ***********************************************************************
 AI7468  DESIGNATION -  3107 L
 AI7468  PID         -  AI7468
 AI7468  STATE/COUNTY-  MN/ITASCA
 AI7468  USGS QUAD   -  DEER RIVER NE (1996)
 AI7468
 AI7468                         *CURRENT SURVEY CONTROL
 AI7468  ___________________________________________________________________
 AI7468* NAD 83(1986)-  47 29 42.     (N)    093 49 39.     (W)     SCALED    
 AI7468* NAVD 88     -       404.458  (meters)    1326.96   (feet)  ADJUSTED  
 AI7468  ___________________________________________________________________
 AI7468  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 AI7468  DYNAMIC HT  -         404.511 (meters)    1327.13  (feet)  COMP
 AI7468  MODELED GRAV-     980,733.1   (mgal)                       NAVD 88
 AI7468
 AI7468  VERT ORDER  -  SECOND    CLASS I
 AI7468
 AI7468.The horizontal coordinates were scaled from a topographic map and have
 AI7468.an estimated accuracy of +/- 6 seconds.
 AI7468
 AI7468.The orthometric height was determined by differential leveling
 AI7468.and adjusted by the National Geodetic Survey in January 2001..
 AI7468
 AI7468.The geoid height was determined by GEOID03.
 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     -   210,880.      745,190.      MT  (+/- 180 meters Scaled)
 AI7468
 AI7468                          SUPERSEDED SURVEY CONTROL
 AI7468
 AI7468.No superseded survey control is available for this station.
 AI7468
 AI7468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN376605(NAD 83)
 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 = OCTOBER  6, 2006
 AI7472 ***********************************************************************
 AI7472  DESIGNATION -  3107 M
 AI7472  PID         -  AI7472
 AI7472  STATE/COUNTY-  MN/ITASCA
 AI7472  USGS QUAD   -  JESSIE LAKE (1996)
 AI7472
 AI7472                         *CURRENT SURVEY CONTROL
 AI7472  ___________________________________________________________________
 AI7472* NAD 83(1986)-  47 30 37.     (N)    093 49 31.     (W)     SCALED    
 AI7472* NAVD 88     -       406.746  (meters)    1334.47   (feet)  ADJUSTED  
 AI7472  ___________________________________________________________________
 AI7472  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 AI7472  DYNAMIC HT  -         406.800 (meters)    1334.64  (feet)  COMP
 AI7472  MODELED GRAV-     980,733.7   (mgal)                       NAVD 88
 AI7472
 AI7472  VERT ORDER  -  SECOND    CLASS I
 AI7472
 AI7472.The horizontal coordinates were scaled from a topographic map and have
 AI7472.an estimated accuracy of +/- 6 seconds.
 AI7472
 AI7472.The orthometric height was determined by differential leveling
 AI7472.and adjusted by the National Geodetic Survey in January 2001..
 AI7472
 AI7472.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AI7472;SPC MN N     -   212,570.      745,370.      MT  (+/- 180 meters Scaled)
 AI7472
 AI7472                          SUPERSEDED SURVEY CONTROL
 AI7472
 AI7472.No superseded survey control is available for this station.
 AI7472
 AI7472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN378622(NAD 83)
 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: PROJECTING 8 CENTIMETERS
 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 - 1990
 AI7472_ROD/PIPE-DEPTH: 16.8 meters
 AI7472
 AI7472  HISTORY     - Date     Condition        Report By
 AI7472  HISTORY     - 1990     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7473 ***********************************************************************
 AI7473  DESIGNATION -  3107 N
 AI7473  PID         -  AI7473
 AI7473  STATE/COUNTY-  MN/ITASCA
 AI7473  USGS QUAD   -  JESSIE LAKE (1996)
 AI7473
 AI7473                         *CURRENT SURVEY CONTROL
 AI7473  ___________________________________________________________________
 AI7473* NAD 83(1986)-  47 31 12.     (N)    093 49 00.     (W)     SCALED    
 AI7473* NAVD 88     -       408.592  (meters)    1340.52   (feet)  ADJUSTED  
 AI7473  ___________________________________________________________________
 AI7473  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 AI7473  DYNAMIC HT  -         408.647 (meters)    1340.70  (feet)  COMP
 AI7473  MODELED GRAV-     980,735.2   (mgal)                       NAVD 88
 AI7473
 AI7473  VERT ORDER  -  SECOND    CLASS I
 AI7473
 AI7473.The horizontal coordinates were scaled from a topographic map and have
 AI7473.an estimated accuracy of +/- 6 seconds.
 AI7473
 AI7473.The orthometric height was determined by differential leveling
 AI7473.and adjusted by the National Geodetic Survey in January 2001..
 AI7473
 AI7473.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AI7473;SPC MN N     -   213,650.      746,030.      MT  (+/- 180 meters Scaled)
 AI7473
 AI7473                          SUPERSEDED SURVEY CONTROL
 AI7473
 AI7473.No superseded survey control is available for this station.
 AI7473
 AI7473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN385632(NAD 83)
 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 - 1990
 AI7473_ROD/PIPE-DEPTH: 10.7 meters
 AI7473
 AI7473  HISTORY     - Date     Condition        Report By
 AI7473  HISTORY     - 1990     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7474 ***********************************************************************
 AI7474  DESIGNATION -  3107 P
 AI7474  PID         -  AI7474
 AI7474  STATE/COUNTY-  MN/ITASCA
 AI7474  USGS QUAD   -  JESSIE LAKE (1996)
 AI7474
 AI7474                         *CURRENT SURVEY CONTROL
 AI7474  ___________________________________________________________________
 AI7474* NAD 83(1986)-  47 31 38.     (N)    093 48 28.     (W)     SCALED    
 AI7474* NAVD 88     -       406.230  (meters)    1332.77   (feet)  ADJUSTED  
 AI7474  ___________________________________________________________________
 AI7474  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AI7474  DYNAMIC HT  -         406.285 (meters)    1332.95  (feet)  COMP
 AI7474  MODELED GRAV-     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
 AI7474.and adjusted by the National Geodetic Survey in January 2001..
 AI7474
 AI7474.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI7475 ***********************************************************************
 AI7475  DESIGNATION -  3107 Q
 AI7475  PID         -  AI7475
 AI7475  STATE/COUNTY-  MN/ITASCA
 AI7475  USGS QUAD   -  JESSIE LAKE (1996)
 AI7475
 AI7475                         *CURRENT SURVEY CONTROL
 AI7475  ___________________________________________________________________
 AI7475* NAD 83(1986)-  47 32 14.     (N)    093 47 42.     (W)     SCALED    
 AI7475* NAVD 88     -       404.714  (meters)    1327.80   (feet)  ADJUSTED  
 AI7475  ___________________________________________________________________
 AI7475  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AI7475  DYNAMIC HT  -         404.769 (meters)    1327.98  (feet)  COMP
 AI7475  MODELED GRAV-     980,735.8   (mgal)                       NAVD 88
 AI7475
 AI7475  VERT ORDER  -  SECOND    CLASS I
 AI7475
 AI7475.The horizontal coordinates were scaled from a topographic map and have
 AI7475.an estimated accuracy of +/- 6 seconds.
 AI7475
 AI7475.The orthometric height was determined by differential leveling
 AI7475.and adjusted by the National Geodetic Survey in January 2001..
 AI7475
 AI7475.Photographs are available for this station.
 AI7475
 AI7475.The geoid height was determined by GEOID03.
 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     -   215,550.      747,680.      MT  (+/- 180 meters Scaled)
 AI7475
 AI7475                          SUPERSEDED SURVEY CONTROL
 AI7475
 AI7475.No superseded survey control is available for this station.
 AI7475
 AI7475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN401651(NAD 83)
 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 = OCTOBER  6, 2006
 AI7479 ***********************************************************************
 AI7479  DESIGNATION -  3107 R
 AI7479  PID         -  AI7479
 AI7479  STATE/COUNTY-  MN/ITASCA
 AI7479  USGS QUAD   -  JESSIE LAKE (1996)
 AI7479
 AI7479                         *CURRENT SURVEY CONTROL
 AI7479  ___________________________________________________________________
 AI7479* NAD 83(1986)-  47 33 22.     (N)    093 47 50.     (W)     SCALED    
 AI7479* NAVD 88     -       405.990  (meters)    1331.99   (feet)  ADJUSTED  
 AI7479  ___________________________________________________________________
 AI7479  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AI7479  DYNAMIC HT  -         406.046 (meters)    1332.17  (feet)  COMP
 AI7479  MODELED GRAV-     980,739.0   (mgal)                       NAVD 88
 AI7479
 AI7479  VERT ORDER  -  SECOND    CLASS I
 AI7479
 AI7479.The horizontal coordinates were scaled from a topographic map and have
 AI7479.an estimated accuracy of +/- 6 seconds.
 AI7479
 AI7479.The orthometric height was determined by differential leveling
 AI7479.and adjusted by the National Geodetic Survey in January 2001..
 AI7479
 AI7479.The geoid height was determined by GEOID03.
 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     -   217,650.      747,530.      MT  (+/- 180 meters Scaled)
 AI7479
 AI7479                          SUPERSEDED SURVEY CONTROL
 AI7479
 AI7479.No superseded survey control is available for this station.
 AI7479
 AI7479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN400672(NAD 83)
 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 = OCTOBER  6, 2006
 AI7480 ***********************************************************************
 AI7480  DESIGNATION -  3107 S
 AI7480  PID         -  AI7480
 AI7480  STATE/COUNTY-  MN/ITASCA
 AI7480  USGS QUAD   -  JESSIE LAKE (1996)
 AI7480
 AI7480                         *CURRENT SURVEY CONTROL
 AI7480  ___________________________________________________________________
 AI7480* NAD 83(1986)-  47 33 27.     (N)    093 46 41.     (W)     SCALED    
 AI7480* NAVD 88     -       413.351  (meters)    1356.14   (feet)  ADJUSTED  
 AI7480  ___________________________________________________________________
 AI7480  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 AI7480  DYNAMIC HT  -         413.407 (meters)    1356.32  (feet)  COMP
 AI7480  MODELED GRAV-     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
 AI7480.and adjusted by the National Geodetic Survey in January 2001..
 AI7480
 AI7480.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI7481 ***********************************************************************
 AI7481  DESIGNATION -  3107 T
 AI7481  PID         -  AI7481
 AI7481  STATE/COUNTY-  MN/ITASCA
 AI7481  USGS QUAD   -  JESSIE LAKE (1996)
 AI7481
 AI7481                         *CURRENT SURVEY CONTROL
 AI7481  ___________________________________________________________________
 AI7481* NAD 83(1986)-  47 33 58.     (N)    093 46 30.     (W)     SCALED    
 AI7481* NAVD 88     -       412.362  (meters)    1352.89   (feet)  ADJUSTED  
 AI7481  ___________________________________________________________________
 AI7481  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 AI7481  DYNAMIC HT  -         412.419 (meters)    1353.08  (feet)  COMP
 AI7481  MODELED GRAV-     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
 AI7481.and adjusted by the National Geodetic Survey in January 2001..
 AI7481
 AI7481.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI7482 ***********************************************************************
 AI7482  DESIGNATION -  3107 U
 AI7482  PID         -  AI7482
 AI7482  STATE/COUNTY-  MN/ITASCA
 AI7482  USGS QUAD   -  JESSIE LAKE (1996)
 AI7482
 AI7482                         *CURRENT SURVEY CONTROL
 AI7482  ___________________________________________________________________
 AI7482* NAD 83(1986)-  47 34 46.     (N)    093 46 27.     (W)     SCALED    
 AI7482* NAVD 88     -       417.214  (meters)    1368.81   (feet)  ADJUSTED  
 AI7482  ___________________________________________________________________
 AI7482  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 AI7482  DYNAMIC HT  -         417.272 (meters)    1369.00  (feet)  COMP
 AI7482  MODELED GRAV-     980,739.8   (mgal)                       NAVD 88
 AI7482
 AI7482  VERT ORDER  -  SECOND    CLASS I
 AI7482
 AI7482.The horizontal coordinates were scaled from a topographic map and have
 AI7482.an estimated accuracy of +/- 6 seconds.
 AI7482
 AI7482.The orthometric height was determined by differential leveling
 AI7482.and adjusted by the National Geodetic Survey in January 2001..
 AI7482
 AI7482.The geoid height was determined by GEOID03.
 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     -   220,230.      749,290.      MT  (+/- 180 meters Scaled)
 AI7482
 AI7482                          SUPERSEDED SURVEY CONTROL
 AI7482
 AI7482.No superseded survey control is available for this station.
 AI7482
 AI7482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN417698(NAD 83)
 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 - 1990
 AI7482_ROD/PIPE-DEPTH: 18.3 meters
 AI7482
 AI7482  HISTORY     - Date     Condition        Report By
 AI7482  HISTORY     - 1990     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7483 ***********************************************************************
 AI7483  DESIGNATION -  3107 V
 AI7483  PID         -  AI7483
 AI7483  STATE/COUNTY-  MN/ITASCA
 AI7483  USGS QUAD   -  JESSIE LAKE (1996)
 AI7483
 AI7483                         *CURRENT SURVEY CONTROL
 AI7483  ___________________________________________________________________
 AI7483* NAD 83(1986)-  47 35 32.     (N)    093 46 24.     (W)     SCALED    
 AI7483* NAVD 88     -       422.037  (meters)    1384.63   (feet)  ADJUSTED  
 AI7483  ___________________________________________________________________
 AI7483  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 AI7483  DYNAMIC HT  -         422.096 (meters)    1384.83  (feet)  COMP
 AI7483  MODELED GRAV-     980,741.0   (mgal)                       NAVD 88
 AI7483
 AI7483  VERT ORDER  -  SECOND    CLASS I
 AI7483
 AI7483.The horizontal coordinates were scaled from a topographic map and have
 AI7483.an estimated accuracy of +/- 6 seconds.
 AI7483
 AI7483.The orthometric height was determined by differential leveling
 AI7483.and adjusted by the National Geodetic Survey in January 2001..
 AI7483
 AI7483.The geoid height was determined by GEOID03.
 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     -   221,650.      749,360.      MT  (+/- 180 meters Scaled)
 AI7483
 AI7483                          SUPERSEDED SURVEY CONTROL
 AI7483
 AI7483.No superseded survey control is available for this station.
 AI7483
 AI7483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN418712(NAD 83)
 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: RECESSED 8 CENTIMETERS
 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 - 1990
 AI7483_ROD/PIPE-DEPTH: 18.3 meters
 AI7483
 AI7483  HISTORY     - Date     Condition        Report By
 AI7483  HISTORY     - 1990     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7454 ***********************************************************************
 AI7454  DESIGNATION -  3107 X
 AI7454  PID         -  AI7454
 AI7454  STATE/COUNTY-  MN/ITASCA
 AI7454  USGS QUAD   -  DEER RIVER NE (1996)
 AI7454
 AI7454                         *CURRENT SURVEY CONTROL
 AI7454  ___________________________________________________________________
 AI7454* NAD 83(1986)-  47 23 38.     (N)    093 46 20.     (W)     SCALED    
 AI7454* NAVD 88     -       402.184  (meters)    1319.50   (feet)  ADJUSTED  
 AI7454  ___________________________________________________________________
 AI7454  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AI7454  DYNAMIC HT  -         402.225 (meters)    1319.63  (feet)  COMP
 AI7454  MODELED GRAV-     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
 AI7454.and adjusted by the National Geodetic Survey in January 2001..
 AI7454
 AI7454.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AJ5588 ***********************************************************************
 AJ5588  DESIGNATION -  3107 Y
 AJ5588  PID         -  AJ5588
 AJ5588  STATE/COUNTY-  MN/ITASCA
 AJ5588  USGS QUAD   -  WILDWOOD SE (1996)
 AJ5588
 AJ5588                         *CURRENT SURVEY CONTROL
 AJ5588  ___________________________________________________________________
 AJ5588* NAD 83(1996)-  47 45 42.41201(N)    093 46 31.08297(W)     ADJUSTED  
 AJ5588* NAVD 88     -       403.591  (meters)    1324.11   (feet)  ADJUSTED  
 AJ5588  ___________________________________________________________________
 AJ5588  X           -    -282,839.540 (meters)                     COMP
 AJ5588  Y           -  -4,286,294.743 (meters)                     COMP
 AJ5588  Z           -   4,699,389.496 (meters)                     COMP
 AJ5588  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 AJ5588  ELLIP HEIGHT-         374.62  (meters)          (10/09/01) GPS OBS
 AJ5588  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 AJ5588  DYNAMIC HT  -         403.650 (meters)    1324.31  (feet)  COMP
 AJ5588  MODELED GRAV-     980,745.0   (mgal)                       NAVD 88
 AJ5588
 AJ5588  HORZ ORDER  -  FIRST
 AJ5588  VERT ORDER  -  SECOND    CLASS I
 AJ5588  ELLP ORDER  -  THIRD     CLASS I
 AJ5588
 AJ5588.The horizontal coordinates were established by GPS observations
 AJ5588.and adjusted by the National Geodetic Survey in October 2001..
 AJ5588
 AJ5588.The orthometric height was determined by differential leveling
 AJ5588.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ5588
 AJ5588.The ellipsoidal height was determined by GPS observations
 AJ5588.and is referenced to NAD 83.
 AJ5588
 AJ5588.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ5588;SPC MN N     -   240,497.282   749,379.397   MT  0.99990364   -0 30 02.0
 AJ5588;UTM  15      - 5,290,114.770   441,900.467   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  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: 15TVN4190090115(NAD 83)
 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 - March 28, 1998
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5589 ***********************************************************************
 AJ5589  DESIGNATION -  3107 Z
 AJ5589  PID         -  AJ5589
 AJ5589  STATE/COUNTY-  MN/ITASCA
 AJ5589  USGS QUAD   -  WILDWOOD SE (1996)
 AJ5589
 AJ5589                         *CURRENT SURVEY CONTROL
 AJ5589  ___________________________________________________________________
 AJ5589* NAD 83(1996)-  47 48 49.87175(N)    093 46 33.70845(W)     ADJUSTED  
 AJ5589* NAVD 88     -       419.986  (meters)    1377.90   (feet)  ADJUSTED  
 AJ5589  ___________________________________________________________________
 AJ5589  X           -    -282,612.398 (meters)                     COMP
 AJ5589  Y           -  -4,282,022.930 (meters)                     COMP
 AJ5589  Z           -   4,703,291.800 (meters)                     COMP
 AJ5589  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 AJ5589  ELLIP HEIGHT-         390.95  (meters)          (10/09/01) GPS OBS
 AJ5589  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 AJ5589  DYNAMIC HT  -         420.050 (meters)    1378.11  (feet)  COMP
 AJ5589  MODELED GRAV-     980,750.4   (mgal)                       NAVD 88
 AJ5589
 AJ5589  HORZ ORDER  -  FIRST
 AJ5589  VERT ORDER  -  SECOND    CLASS I
 AJ5589  ELLP ORDER  -  THIRD     CLASS I
 AJ5589
 AJ5589.The horizontal coordinates were established by GPS observations
 AJ5589.and adjusted by the National Geodetic Survey in October 2001..
 AJ5589
 AJ5589.The orthometric height was determined by differential leveling
 AJ5589.and adjusted by the National Geodetic Survey in December 2002..
 AJ5589
 AJ5589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5589
 AJ5589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5589
 AJ5589.The ellipsoidal height was determined by GPS observations
 AJ5589.and is referenced to NAD 83.
 AJ5589
 AJ5589.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ5589;SPC MN N     -   246,286.682   749,375.359   MT  0.99990289   -0 30 03.9
 AJ5589;UTM  15      - 5,295,902.656   441,903.876   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 55.4
 AJ5589:UTM  15      -  3107 AA                                  358 58 21.6
 AJ5589
 AJ5589|---------------------------------------------------------------------|
 AJ5589| PID    Reference Object                     Distance      Geod. Az  |
 AJ5589|                                                           dddmmss.s |
 AJ5589| AJ5590 3107 AA                             APPROX. 1.3 KM 3582351.5 |
 AJ5589|---------------------------------------------------------------------|
 AJ5589
 AJ5589                          SUPERSEDED SURVEY CONTROL
 AJ5589
 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: 15TVN4190495903(NAD 83)
 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: FLUSH
 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 - March 28, 1998
 AJ5589_ROD/PIPE-DEPTH:  7.6 meters
 AJ5589
 AJ5589  HISTORY     - Date     Condition        Report By
 AJ5589  HISTORY     - 1998     MONUMENTED       MNDT
 AJ5589  HISTORY     - 19980328 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ2262 ***********************************************************************
 SJ2262  DESIGNATION -  3108 A
 SJ2262  PID         -  SJ2262
 SJ2262  STATE/COUNTY-  MN/ITASCA
 SJ2262  USGS QUAD   -  GRAND RAPIDS (1969)
 SJ2262
 SJ2262                         *CURRENT SURVEY CONTROL
 SJ2262  ___________________________________________________________________
 SJ2262* NAD 83(1986)-  47 14 31.     (N)    093 32 16.     (W)     SCALED    
 SJ2262* NAVD 88     -       400.413  (meters)    1313.69   (feet)  ADJUSTED  
 SJ2262  ___________________________________________________________________
 SJ2262  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 SJ2262  DYNAMIC HT  -         400.447 (meters)    1313.80  (feet)  COMP
 SJ2262  MODELED GRAV-     980,686.9   (mgal)                       NAVD 88
 SJ2262
 SJ2262  VERT ORDER  -  SECOND    CLASS I
 SJ2262
 SJ2262.The horizontal coordinates were scaled from a topographic map and have
 SJ2262.an estimated accuracy of +/- 6 seconds.
 SJ2262
 SJ2262.The orthometric height was determined by differential leveling
 SJ2262.and adjusted by the National Geodetic Survey in June 1991..
 SJ2262
 SJ2262.The geoid height was determined by GEOID03.
 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     -   182,580.      766,860.      MT  (+/- 180 meters Scaled)
 SJ2262
 SJ2262                          SUPERSEDED SURVEY CONTROL
 SJ2262
 SJ2262.No superseded survey control is available for this station.
 SJ2262
 SJ2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN593321(NAD 83)
 SJ2262_MARKER: DB = BENCH MARK DISK
 SJ2262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SJ2262_SP_SET: CONCRETE BASE OF WATER TANK
 SJ2262_STAMPING: 3108 A 1979
 SJ2262_MARK LOGO: MNDT  
 SJ2262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ2262
 SJ2262  HISTORY     - Date     Condition        Report By
 SJ2262  HISTORY     - 1979     MONUMENTED       MNDT
 SJ2262  HISTORY     - 20041022 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7508 ***********************************************************************
 AI7508  DESIGNATION -  3108 AA
 AI7508  PID         -  AI7508
 AI7508  STATE/COUNTY-  MN/ITASCA
 AI7508  USGS QUAD   -  BIGFORK (1996)
 AI7508
 AI7508                         *CURRENT SURVEY CONTROL
 AI7508  ___________________________________________________________________
 AI7508* NAD 83(1986)-  47 44 06.     (N)    093 39 42.     (W)     SCALED    
 AI7508* NAVD 88     -       399.188  (meters)    1309.67   (feet)  ADJUSTED  
 AI7508  ___________________________________________________________________
 AI7508  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AI7508  DYNAMIC HT  -         399.249 (meters)    1309.87  (feet)  COMP
 AI7508  MODELED GRAV-     980,753.1   (mgal)                       NAVD 88
 AI7508
 AI7508  VERT ORDER  -  SECOND    CLASS I
 AI7508
 AI7508.The horizontal coordinates were scaled from a topographic map and have
 AI7508.an estimated accuracy of +/- 6 seconds.
 AI7508
 AI7508.The orthometric height was determined by differential leveling
 AI7508.and adjusted by the National Geodetic Survey in January 2001..
 AI7508
 AI7508.The geoid height was determined by GEOID03.
 AI7508
 AI7508.The dynamic height is computed by dividing the NAVD 88
 AI7508.geopotential number by the normal gravity value computed on the
 AI7508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7508.degrees latitude (g = 980.6199 gals.).
 AI7508
 AI7508.The modeled gravity was interpolated from observed gravity values.
 AI7508
 AI7508;                    North         East    Units  Estimated Accuracy
 AI7508;SPC MN N     -   237,450.      757,880.      MT  (+/- 180 meters Scaled)
 AI7508
 AI7508                          SUPERSEDED SURVEY CONTROL
 AI7508
 AI7508.No superseded survey control is available for this station.
 AI7508
 AI7508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN503870(NAD 83)
 AI7508_MARKER: DV = VERTICAL CONTROL DISK
 AI7508_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7508_STAMPING: 3108 AA 1990
 AI7508_MARK LOGO: MNDT  
 AI7508_PROJECTION: FLUSH
 AI7508_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7508_ROD/PIPE-DEPTH:  4.6 meters
 AI7508
 AI7508  HISTORY     - Date     Condition        Report By
 AI7508  HISTORY     - 1990     MONUMENTED       MNDT
 AI7508  HISTORY     - 19990331 GOOD             MNDT
 AI7508
 AI7508                          STATION DESCRIPTION
 AI7508
 AI7508'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH)
 AI7508'THE MARK IS LOCATED ABOUT 1/2 MILE SOUTH-SOUTHEAST OF THE CITY OF BIG
 AI7508'FORK, 0.7 MILES SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 38 FROM ITS
 AI7508'JUNCTION WITH COUNTY ROAD 7 IN BIG FORK, AT HIGHWAY 38 MILEPOINT
 AI7508'39.15, AND IS IN THE NW 1/4 OF SECTION 34, T61N, R26W.  THE MARK, A
 AI7508'STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3108
 AI7508'AA 1990---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 15
 AI7508'FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.  THE MARK
 AI7508'IS 71.3 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 38, 13 FEET
 AI7508'NORTHEAST OF THE CENTER OF A DRIVEWAY, 19.0 FEET SOUTH-SOUTHEAST OF A
 AI7508'CABLE MARKER POST, AND 1.2 FEET WEST OF A STEEL WITNESS POST.
 AI7508
 AI7508                          STATION RECOVERY (1999)
 AI7508
 AI7508'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DJS)
 AI7508'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7509 ***********************************************************************
 AI7509  DESIGNATION -  3108 AB
 AI7509  PID         -  AI7509
 AI7509  STATE/COUNTY-  MN/ITASCA
 AI7509  USGS QUAD   -  BIGFORK (1996)
 AI7509
 AI7509                         *CURRENT SURVEY CONTROL
 AI7509  ___________________________________________________________________
 AI7509* NAD 83(1986)-  47 44 35.     (N)    093 39 06.     (W)     SCALED    
 AI7509* NAVD 88     -       399.026  (meters)    1309.14   (feet)  ADJUSTED  
 AI7509  ___________________________________________________________________
 AI7509  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AI7509  DYNAMIC HT  -         399.088 (meters)    1309.34  (feet)  COMP
 AI7509  MODELED GRAV-     980,754.6   (mgal)                       NAVD 88
 AI7509
 AI7509  VERT ORDER  -  SECOND    CLASS I
 AI7509
 AI7509.The horizontal coordinates were scaled from a topographic map and have
 AI7509.an estimated accuracy of +/- 6 seconds.
 AI7509
 AI7509.The orthometric height was determined by differential leveling
 AI7509.and adjusted by the National Geodetic Survey in January 2001..
 AI7509
 AI7509.The geoid height was determined by GEOID03.
 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     -   238,340.      758,630.      MT  (+/- 180 meters Scaled)
 AI7509
 AI7509                          SUPERSEDED SURVEY CONTROL
 AI7509
 AI7509.No superseded survey control is available for this station.
 AI7509
 AI7509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN511879(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AI7509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7509
 AI7509  HISTORY     - Date     Condition        Report By
 AI7509  HISTORY     - 1990     MONUMENTED       MNDT
 AI7509  HISTORY     - 19990331 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7511 ***********************************************************************
 AI7511  DESIGNATION -  3108 AC
 AI7511  PID         -  AI7511
 AI7511  STATE/COUNTY-  MN/ITASCA
 AI7511  USGS QUAD   -  EFFIE (1971)
 AI7511
 AI7511                         *CURRENT SURVEY CONTROL
 AI7511  ___________________________________________________________________
 AI7511* NAD 83(1986)-  47 45 09.     (N)    093 39 23.     (W)     SCALED    
 AI7511* NAVD 88     -       403.144  (meters)    1322.65   (feet)  ADJUSTED  
 AI7511  ___________________________________________________________________
 AI7511  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AI7511  DYNAMIC HT  -         403.207 (meters)    1322.86  (feet)  COMP
 AI7511  MODELED GRAV-     980,754.0   (mgal)                       NAVD 88
 AI7511
 AI7511  VERT ORDER  -  SECOND    CLASS I
 AI7511
 AI7511.The horizontal coordinates were scaled from a topographic map and have
 AI7511.an estimated accuracy of +/- 6 seconds.
 AI7511
 AI7511.The orthometric height was determined by differential leveling
 AI7511.and adjusted by the National Geodetic Survey in January 2001..
 AI7511
 AI7511.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AI7511;SPC MN N     -   239,390.      758,290.      MT  (+/- 180 meters Scaled)
 AI7511
 AI7511                          SUPERSEDED SURVEY CONTROL
 AI7511
 AI7511.No superseded survey control is available for this station.
 AI7511
 AI7511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN508890(NAD 83)
 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: PROJECTING 8 CENTIMETERS
 AI7511_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI7511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7511+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1999
 AI7511_ROD/PIPE-DEPTH:  6.1 meters
 AI7511
 AI7511  HISTORY     - Date     Condition        Report By
 AI7511  HISTORY     - 1990     MONUMENTED       MNDT
 AI7511  HISTORY     - 19990331 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6387 ***********************************************************************
 AJ6387  DESIGNATION -  3108 AD
 AJ6387  PID         -  AJ6387
 AJ6387  STATE/COUNTY-  MN/ITASCA
 AJ6387  USGS QUAD   -  EFFIE (1971)
 AJ6387
 AJ6387                         *CURRENT SURVEY CONTROL
 AJ6387  ___________________________________________________________________
 AJ6387* NAD 83(1986)-  47 45 14.     (N)    093 40 50.     (W)     SCALED    
 AJ6387* NAVD 88     -       402.241  (meters)    1319.69   (feet)  ADJUSTED  
 AJ6387  ___________________________________________________________________
 AJ6387  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AJ6387  DYNAMIC HT  -         402.302 (meters)    1319.89  (feet)  COMP
 AJ6387  MODELED GRAV-     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
 AJ6387.and adjusted by the National Geodetic Survey in December 2002..
 AJ6387
 AJ6387.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SJ2273 ***********************************************************************
 SJ2273  DESIGNATION -  3108 B
 SJ2273  PID         -  SJ2273
 SJ2273  STATE/COUNTY-  MN/ITASCA
 SJ2273  USGS QUAD   -  GRAND RAPIDS (1969)
 SJ2273
 SJ2273                         *CURRENT SURVEY CONTROL
 SJ2273  ___________________________________________________________________
 SJ2273* NAD 83(1986)-  47 14 54.     (N)    093 32 00.     (W)     SCALED    
 SJ2273* NAVD 88     -       393.723  (meters)    1291.74   (feet)  ADJUSTED  
 SJ2273  ___________________________________________________________________
 SJ2273  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 SJ2273  DYNAMIC HT  -         393.757 (meters)    1291.85  (feet)  COMP
 SJ2273  MODELED GRAV-     980,687.6   (mgal)                       NAVD 88
 SJ2273
 SJ2273  VERT ORDER  -  SECOND    CLASS I
 SJ2273
 SJ2273.The horizontal coordinates were scaled from a topographic map and have
 SJ2273.an estimated accuracy of +/- 6 seconds.
 SJ2273
 SJ2273.The orthometric height was determined by differential leveling
 SJ2273.and adjusted by the National Geodetic Survey in June 1991..
 SJ2273
 SJ2273.The geoid height was determined by GEOID03.
 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     -   183,290.      767,200.      MT  (+/- 180 meters Scaled)
 SJ2273
 SJ2273                          SUPERSEDED SURVEY CONTROL
 SJ2273
 SJ2273.No superseded survey control is available for this station.
 SJ2273
 SJ2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN596328(NAD 83)
 SJ2273_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ2273
 SJ2273  HISTORY     - Date     Condition        Report By
 SJ2273  HISTORY     - 1979     MONUMENTED       MNDT
 SJ2273  HISTORY     - 20041022 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ2274 ***********************************************************************
 SJ2274  DESIGNATION -  3108 C
 SJ2274  PID         -  SJ2274
 SJ2274  STATE/COUNTY-  MN/ITASCA
 SJ2274  USGS QUAD   -  COHASSET EAST (1969)
 SJ2274
 SJ2274                         *CURRENT SURVEY CONTROL
 SJ2274  ___________________________________________________________________
 SJ2274* NAD 83(1986)-  47 15 17.     (N)    093 31 40.     (W)     SCALED    
 SJ2274* NAVD 88     -       396.788  (meters)    1301.80   (feet)  ADJUSTED  
 SJ2274  ___________________________________________________________________
 SJ2274  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 SJ2274  DYNAMIC HT  -         396.822 (meters)    1301.91  (feet)  COMP
 SJ2274  MODELED GRAV-     980,688.2   (mgal)                       NAVD 88
 SJ2274
 SJ2274  VERT ORDER  -  SECOND    CLASS I
 SJ2274
 SJ2274.The horizontal coordinates were scaled from a topographic map and have
 SJ2274.an estimated accuracy of +/- 6 seconds.
 SJ2274
 SJ2274.The orthometric height was determined by differential leveling
 SJ2274.and adjusted by the National Geodetic Survey in June 1991..
 SJ2274
 SJ2274.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 SJ2274;SPC MN N     -   184,000.      767,620.      MT  (+/- 180 meters Scaled)
 SJ2274
 SJ2274                          SUPERSEDED SURVEY CONTROL
 SJ2274
 SJ2274.No superseded survey control is available for this station.
 SJ2274
 SJ2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN600336(NAD 83)
 SJ2274_MARKER: DB = BENCH MARK DISK
 SJ2274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ2274_SP_SET: CONCRETE LIFT STATION COVER
 SJ2274_STAMPING: 3108 C 1979
 SJ2274_MARK LOGO: MNDT  
 SJ2274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ2274
 SJ2274  HISTORY     - Date     Condition        Report By
 SJ2274  HISTORY     - 1979     MONUMENTED       MNDT
 SJ2274  HISTORY     - 20041022 GOOD             GEOCAC
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ2271 ***********************************************************************
 SJ2271  DESIGNATION -  3108 D
 SJ2271  PID         -  SJ2271
 SJ2271  STATE/COUNTY-  MN/ITASCA
 SJ2271  USGS QUAD   -  COHASSET EAST (1969)
 SJ2271
 SJ2271                         *CURRENT SURVEY CONTROL
 SJ2271  ___________________________________________________________________
 SJ2271* NAD 83(1986)-  47 15 44.     (N)    093 32 01.     (W)     SCALED    
 SJ2271* NAVD 88     -       409.845  (meters)    1344.63   (feet)  ADJUSTED  
 SJ2271  ___________________________________________________________________
 SJ2271  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 SJ2271  DYNAMIC HT  -         409.881 (meters)    1344.75  (feet)  COMP
 SJ2271  MODELED GRAV-     980,688.1   (mgal)                       NAVD 88
 SJ2271
 SJ2271  VERT ORDER  -  SECOND    CLASS I
 SJ2271
 SJ2271.The horizontal coordinates were scaled from a topographic map and have
 SJ2271.an estimated accuracy of +/- 6 seconds.
 SJ2271
 SJ2271.The orthometric height was determined by differential leveling
 SJ2271.and adjusted by the National Geodetic Survey in June 1991..
 SJ2271
 SJ2271.The geoid height was determined by GEOID03.
 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     -   184,830.      767,190.      MT  (+/- 180 meters Scaled)
 SJ2271
 SJ2271                          SUPERSEDED SURVEY CONTROL
 SJ2271
 SJ2271.No superseded survey control is available for this station.
 SJ2271
 SJ2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN596344(NAD 83)
 SJ2271_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ2271
 SJ2271  HISTORY     - Date     Condition        Report By
 SJ2271  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ2269 ***********************************************************************
 SJ2269  DESIGNATION -  3108 E
 SJ2269  PID         -  SJ2269
 SJ2269  STATE/COUNTY-  MN/ITASCA
 SJ2269  USGS QUAD   -  COHASSET EAST (1969)
 SJ2269
 SJ2269                         *CURRENT SURVEY CONTROL
 SJ2269  ___________________________________________________________________
 SJ2269* NAD 83(1986)-  47 16 45.     (N)    093 32 04.     (W)     SCALED    
 SJ2269* NAVD 88     -       404.413  (meters)    1326.81   (feet)  ADJUSTED  
 SJ2269  ___________________________________________________________________
 SJ2269  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 SJ2269  DYNAMIC HT  -         404.449 (meters)    1326.93  (feet)  COMP
 SJ2269  MODELED GRAV-     980,688.4   (mgal)                       NAVD 88
 SJ2269
 SJ2269  VERT ORDER  -  SECOND    CLASS I
 SJ2269
 SJ2269.The horizontal coordinates were scaled from a topographic map and have
 SJ2269.an estimated accuracy of +/- 6 seconds.
 SJ2269
 SJ2269.The orthometric height was determined by differential leveling
 SJ2269.and adjusted by the National Geodetic Survey in June 1991..
 SJ2269
 SJ2269.The geoid height was determined by GEOID03.
 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     -   186,720.      767,130.      MT  (+/- 180 meters Scaled)
 SJ2269
 SJ2269                          SUPERSEDED SURVEY CONTROL
 SJ2269
 SJ2269.No superseded survey control is available for this station.
 SJ2269
 SJ2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN595363(NAD 83)
 SJ2269_MARKER: DB = BENCH MARK DISK
 SJ2269_SETTING: 66 = SET IN ROCK OUTCROP
 SJ2269_SP_SET: LEDGE ROCK
 SJ2269_STAMPING: 3108 E 1979
 SJ2269_MARK LOGO: MNDT  
 SJ2269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SJ2269+STABILITY: POSITION/ELEVATION WELL
 SJ2269
 SJ2269  HISTORY     - Date     Condition        Report By
 SJ2269  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ2272 ***********************************************************************
 SJ2272  DESIGNATION -  3108 F
 SJ2272  PID         -  SJ2272
 SJ2272  STATE/COUNTY-  MN/ITASCA
 SJ2272  USGS QUAD   -  COHASSET EAST (1969)
 SJ2272
 SJ2272                         *CURRENT SURVEY CONTROL
 SJ2272  ___________________________________________________________________
 SJ2272* NAD 83(1986)-  47 16 55.     (N)    093 31 46.     (W)     SCALED    
 SJ2272* NAVD 88     -       400.116  (meters)    1312.71   (feet)  ADJUSTED  
 SJ2272  ___________________________________________________________________
 SJ2272  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 SJ2272  DYNAMIC HT  -         400.151 (meters)    1312.83  (feet)  COMP
 SJ2272  MODELED GRAV-     980,688.6   (mgal)                       NAVD 88
 SJ2272
 SJ2272  VERT ORDER  -  SECOND    CLASS I
 SJ2272
 SJ2272.The horizontal coordinates were scaled from a topographic map and have
 SJ2272.an estimated accuracy of +/- 6 seconds.
 SJ2272
 SJ2272.The orthometric height was determined by differential leveling
 SJ2272.and adjusted by the National Geodetic Survey in June 1991..
 SJ2272
 SJ2272.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 SJ2272;SPC MN N     -   187,020.      767,510.      MT  (+/- 180 meters Scaled)
 SJ2272
 SJ2272                          SUPERSEDED SURVEY CONTROL
 SJ2272
 SJ2272.No superseded survey control is available for this station.
 SJ2272
 SJ2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN599366(NAD 83)
 SJ2272_MARKER: DB = BENCH MARK DISK
 SJ2272_SETTING: 66 = SET IN ROCK OUTCROP
 SJ2272_SP_SET: LEDGE ROCK
 SJ2272_STAMPING: 3108 F 1979
 SJ2272_MARK LOGO: MNDT  
 SJ2272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SJ2272+STABILITY: POSITION/ELEVATION WELL
 SJ2272
 SJ2272  HISTORY     - Date     Condition        Report By
 SJ2272  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ2276 ***********************************************************************
 SJ2276  DESIGNATION -  3108 L
 SJ2276  PID         -  SJ2276
 SJ2276  STATE/COUNTY-  MN/ITASCA
 SJ2276  USGS QUAD   -  COHASSET EAST (1969)
 SJ2276
 SJ2276                         *CURRENT SURVEY CONTROL
 SJ2276  ___________________________________________________________________
 SJ2276* NAD 83(1986)-  47 19 35.     (N)    093 34 13.     (W)     SCALED    
 SJ2276* NAVD 88     -       404.936  (meters)    1328.53   (feet)  ADJUSTED  
 SJ2276  ___________________________________________________________________
 SJ2276  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 SJ2276  DYNAMIC HT  -         404.972 (meters)    1328.65  (feet)  COMP
 SJ2276  MODELED GRAV-     980,689.3   (mgal)                       NAVD 88
 SJ2276
 SJ2276  VERT ORDER  -  SECOND    CLASS I
 SJ2276
 SJ2276.The horizontal coordinates were scaled from a topographic map and have
 SJ2276.an estimated accuracy of +/- 6 seconds.
 SJ2276
 SJ2276.The orthometric height was determined by differential leveling
 SJ2276.and adjusted by the National Geodetic Survey in June 1991..
 SJ2276
 SJ2276.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 SJ2276;SPC MN N     -   191,980.      764,450.      MT  (+/- 180 meters Scaled)
 SJ2276
 SJ2276                          SUPERSEDED SURVEY CONTROL
 SJ2276
 SJ2276.No superseded survey control is available for this station.
 SJ2276
 SJ2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN569415(NAD 83)
 SJ2276_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ2276
 SJ2276  HISTORY     - Date     Condition        Report By
 SJ2276  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ2277 ***********************************************************************
 SJ2277  DESIGNATION -  3108 M
 SJ2277  PID         -  SJ2277
 SJ2277  STATE/COUNTY-  MN/ITASCA
 SJ2277  USGS QUAD   -  COHASSET EAST (1969)
 SJ2277
 SJ2277                         *CURRENT SURVEY CONTROL
 SJ2277  ___________________________________________________________________
 SJ2277* NAD 83(1986)-  47 20 38.     (N)    093 34 20.     (W)     SCALED    
 SJ2277* NAVD 88     -       403.471  (meters)    1323.72   (feet)  ADJUSTED  
 SJ2277  ___________________________________________________________________
 SJ2277  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 SJ2277  DYNAMIC HT  -         403.507 (meters)    1323.84  (feet)  COMP
 SJ2277  MODELED GRAV-     980,690.3   (mgal)                       NAVD 88
 SJ2277
 SJ2277  VERT ORDER  -  SECOND    CLASS I
 SJ2277
 SJ2277.The horizontal coordinates were scaled from a topographic map and have
 SJ2277.an estimated accuracy of +/- 6 seconds.
 SJ2277
 SJ2277.The orthometric height was determined by differential leveling
 SJ2277.and adjusted by the National Geodetic Survey in June 1991..
 SJ2277
 SJ2277.The geoid height was determined by GEOID03.
 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     -   193,930.      764,320.      MT  (+/- 180 meters Scaled)
 SJ2277
 SJ2277                          SUPERSEDED SURVEY CONTROL
 SJ2277
 SJ2277.No superseded survey control is available for this station.
 SJ2277
 SJ2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN567435(NAD 83)
 SJ2277_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ2277
 SJ2277  HISTORY     - Date     Condition        Report By
 SJ2277  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ2278 ***********************************************************************
 SJ2278  DESIGNATION -  3108 N
 SJ2278  PID         -  SJ2278
 SJ2278  STATE/COUNTY-  MN/ITASCA
 SJ2278  USGS QUAD   -  COHASSET EAST (1969)
 SJ2278
 SJ2278                         *CURRENT SURVEY CONTROL
 SJ2278  ___________________________________________________________________
 SJ2278* NAD 83(1986)-  47 21 16.     (N)    093 34 29.     (W)     SCALED    
 SJ2278* NAVD 88     -       406.407  (meters)    1333.35   (feet)  ADJUSTED  
 SJ2278  ___________________________________________________________________
 SJ2278  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 SJ2278  DYNAMIC HT  -         406.444 (meters)    1333.47  (feet)  COMP
 SJ2278  MODELED GRAV-     980,691.1   (mgal)                       NAVD 88
 SJ2278
 SJ2278  VERT ORDER  -  SECOND    CLASS I
 SJ2278
 SJ2278.The horizontal coordinates were scaled from a topographic map and have
 SJ2278.an estimated accuracy of +/- 6 seconds.
 SJ2278
 SJ2278.The orthometric height was determined by differential leveling
 SJ2278.and adjusted by the National Geodetic Survey in June 1991..
 SJ2278
 SJ2278.The geoid height was determined by GEOID03.
 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     -   195,100.      764,140.      MT  (+/- 180 meters Scaled)
 SJ2278
 SJ2278                          SUPERSEDED SURVEY CONTROL
 SJ2278
 SJ2278.No superseded survey control is available for this station.
 SJ2278
 SJ2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN565447(NAD 83)
 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_ROD/PIPE-DEPTH: 31.7 meters
 SJ2278
 SJ2278  HISTORY     - Date     Condition        Report By
 SJ2278  HISTORY     - 1979     MONUMENTED       MNDT
 SJ2278  HISTORY     - 20050609 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ2279 ***********************************************************************
 SJ2279  DESIGNATION -  3108 P
 SJ2279  PID         -  SJ2279
 SJ2279  STATE/COUNTY-  MN/ITASCA
 SJ2279  USGS QUAD   -  WABANA LAKE (1996)
 SJ2279
 SJ2279                         *CURRENT SURVEY CONTROL
 SJ2279  ___________________________________________________________________
 SJ2279* NAD 83(1986)-  47 22 49.     (N)    093 35 09.     (W)     SCALED    
 SJ2279* NAVD 88     -       417.751  (meters)    1370.57   (feet)  ADJUSTED  
 SJ2279  ___________________________________________________________________
 SJ2279  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 SJ2279  DYNAMIC HT  -         417.790 (meters)    1370.70  (feet)  COMP
 SJ2279  MODELED GRAV-     980,693.6   (mgal)                       NAVD 88
 SJ2279
 SJ2279  VERT ORDER  -  SECOND    CLASS I
 SJ2279
 SJ2279.The horizontal coordinates were scaled from a topographic map and have
 SJ2279.an estimated accuracy of +/- 6 seconds.
 SJ2279
 SJ2279.The orthometric height was determined by differential leveling
 SJ2279.and adjusted by the National Geodetic Survey in June 1991..
 SJ2279
 SJ2279.The geoid height was determined by GEOID03.
 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     -   197,980.      763,320.      MT  (+/- 180 meters Scaled)
 SJ2279
 SJ2279                          SUPERSEDED SURVEY CONTROL
 SJ2279
 SJ2279.No superseded survey control is available for this station.
 SJ2279
 SJ2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN557475(NAD 83)
 SJ2279_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ2279
 SJ2279  HISTORY     - Date     Condition        Report By
 SJ2279  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ2281 ***********************************************************************
 SJ2281  DESIGNATION -  3108 Q
 SJ2281  PID         -  SJ2281
 SJ2281  STATE/COUNTY-  MN/ITASCA
 SJ2281  USGS QUAD   -  WABANA LAKE (1996)
 SJ2281
 SJ2281                         *CURRENT SURVEY CONTROL
 SJ2281  ___________________________________________________________________
 SJ2281* NAD 83(1986)-  47 23 10.     (N)    093 35 09.     (W)     SCALED    
 SJ2281* NAVD 88     -       421.259  (meters)    1382.08   (feet)  ADJUSTED  
 SJ2281  ___________________________________________________________________
 SJ2281  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 SJ2281  DYNAMIC HT  -         421.298 (meters)    1382.21  (feet)  COMP
 SJ2281  MODELED GRAV-     980,694.2   (mgal)                       NAVD 88
 SJ2281
 SJ2281  VERT ORDER  -  SECOND    CLASS I
 SJ2281
 SJ2281.The horizontal coordinates were scaled from a topographic map and have
 SJ2281.an estimated accuracy of +/- 6 seconds.
 SJ2281
 SJ2281.The orthometric height was determined by differential leveling
 SJ2281.and adjusted by the National Geodetic Survey in June 1991..
 SJ2281
 SJ2281.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 SJ2281;SPC MN N     -   198,630.      763,320.      MT  (+/- 180 meters Scaled)
 SJ2281
 SJ2281                          SUPERSEDED SURVEY CONTROL
 SJ2281
 SJ2281.No superseded survey control is available for this station.
 SJ2281
 SJ2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN557482(NAD 83)
 SJ2281_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ2281
 SJ2281  HISTORY     - Date     Condition        Report By
 SJ2281  HISTORY     - 1979     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ2280 ***********************************************************************
 SJ2280  DESIGNATION -  3108 R
 SJ2280  PID         -  SJ2280
 SJ2280  STATE/COUNTY-  MN/ITASCA
 SJ2280  USGS QUAD   -  WABANA LAKE (1996)
 SJ2280
 SJ2280                         *CURRENT SURVEY CONTROL
 SJ2280  ___________________________________________________________________
 SJ2280* NAD 83(1986)-  47 23 09.     (N)    093 35 44.     (W)     SCALED    
 SJ2280* NAVD 88     -       421.391  (meters)    1382.51   (feet)  ADJUSTED  
 SJ2280  ___________________________________________________________________
 SJ2280  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 SJ2280  DYNAMIC HT  -         421.431 (meters)    1382.64  (feet)  COMP
 SJ2280  MODELED GRAV-     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
 SJ2280.and adjusted by the National Geodetic Survey in June 1991..
 SJ2280
 SJ2280.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI7489 ***********************************************************************
 AI7489  DESIGNATION -  3108 S
 AI7489  PID         -  AI7489
 AI7489  STATE/COUNTY-  MN/ITASCA
 AI7489  USGS QUAD   -  MARCELL (1996)
 AI7489
 AI7489                         *CURRENT SURVEY CONTROL
 AI7489  ___________________________________________________________________
 AI7489* NAD 83(1986)-  47 35 36.     (N)    093 41 27.     (W)     SCALED    
 AI7489* NAVD 88     -       422.954  (meters)    1387.64   (feet)  ADJUSTED  
 AI7489  ___________________________________________________________________
 AI7489  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 AI7489  DYNAMIC HT  -         423.012 (meters)    1387.83  (feet)  COMP
 AI7489  MODELED GRAV-     980,736.3   (mgal)                       NAVD 88
 AI7489
 AI7489  VERT ORDER  -  SECOND    CLASS I
 AI7489
 AI7489.The horizontal coordinates were scaled from a topographic map and have
 AI7489.an estimated accuracy of +/- 6 seconds.
 AI7489
 AI7489.The orthometric height was determined by differential leveling
 AI7489.and adjusted by the National Geodetic Survey in January 2001..
 AI7489
 AI7489.The geoid height was determined by GEOID03.
 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     -   221,720.      755,570.      MT  (+/- 180 meters Scaled)
 AI7489
 AI7489                          SUPERSEDED SURVEY CONTROL
 AI7489
 AI7489.No superseded survey control is available for this station.
 AI7489
 AI7489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN480713(NAD 83)
 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 8 CENTIMETERS
 AI7489_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7489_ROD/PIPE-DEPTH:  4.6 meters
 AI7489
 AI7489  HISTORY     - Date     Condition        Report By
 AI7489  HISTORY     - 1990     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7495 ***********************************************************************
 AI7495  DESIGNATION -  3108 U
 AI7495  PID         -  AI7495
 AI7495  STATE/COUNTY-  MN/ITASCA
 AI7495  USGS QUAD   -  BIGFORK (1996)
 AI7495
 AI7495                         *CURRENT SURVEY CONTROL
 AI7495  ___________________________________________________________________
 AI7495* NAD 83(1986)-  47 37 36.     (N)    093 40 22.     (W)     SCALED    
 AI7495* NAVD 88     -       431.476  (meters)    1415.60   (feet)  ADJUSTED  
 AI7495  ___________________________________________________________________
 AI7495  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AI7495  DYNAMIC HT  -         431.536 (meters)    1415.80  (feet)  COMP
 AI7495  MODELED GRAV-     980,739.1   (mgal)                       NAVD 88
 AI7495
 AI7495  VERT ORDER  -  SECOND    CLASS I
 AI7495
 AI7495.The horizontal coordinates were scaled from a topographic map and have
 AI7495.an estimated accuracy of +/- 6 seconds.
 AI7495
 AI7495.The orthometric height was determined by differential leveling
 AI7495.and adjusted by the National Geodetic Survey in January 2001..
 AI7495
 AI7495.The geoid height was determined by GEOID03.
 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     -   225,410.      756,950.      MT  (+/- 180 meters Scaled)
 AI7495
 AI7495                          SUPERSEDED SURVEY CONTROL
 AI7495
 AI7495.No superseded survey control is available for this station.
 AI7495
 AI7495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN494750(NAD 83)
 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_ROD/PIPE-DEPTH:  4.6 meters
 AI7495
 AI7495  HISTORY     - Date     Condition        Report By
 AI7495  HISTORY     - 1990     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7496 ***********************************************************************
 AI7496  DESIGNATION -  3108 V
 AI7496  PID         -  AI7496
 AI7496  STATE/COUNTY-  MN/ITASCA
 AI7496  USGS QUAD   -  BIGFORK (1996)
 AI7496
 AI7496                         *CURRENT SURVEY CONTROL
 AI7496  ___________________________________________________________________
 AI7496* NAD 83(1986)-  47 38 15.     (N)    093 40 23.     (W)     SCALED    
 AI7496* NAVD 88     -       422.459  (meters)    1386.02   (feet)  ADJUSTED  
 AI7496  ___________________________________________________________________
 AI7496  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AI7496  DYNAMIC HT  -         422.519 (meters)    1386.21  (feet)  COMP
 AI7496  MODELED GRAV-     980,740.2   (mgal)                       NAVD 88
 AI7496
 AI7496  VERT ORDER  -  SECOND    CLASS I
 AI7496
 AI7496.The horizontal coordinates were scaled from a topographic map and have
 AI7496.an estimated accuracy of +/- 6 seconds.
 AI7496
 AI7496.The orthometric height was determined by differential leveling
 AI7496.and adjusted by the National Geodetic Survey in January 2001..
 AI7496
 AI7496.The geoid height was determined by GEOID03.
 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     -   226,620.      756,940.      MT  (+/- 180 meters Scaled)
 AI7496
 AI7496                          SUPERSEDED SURVEY CONTROL
 AI7496
 AI7496.No superseded survey control is available for this station.
 AI7496
 AI7496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN494762(NAD 83)
 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_ROD/PIPE-DEPTH:  6.1 meters
 AI7496
 AI7496  HISTORY     - Date     Condition        Report By
 AI7496  HISTORY     - 1990     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7500 ***********************************************************************
 AI7500  DESIGNATION -  3108 W
 AI7500  PID         -  AI7500
 AI7500  STATE/COUNTY-  MN/ITASCA
 AI7500  USGS QUAD   -  BIGFORK (1996)
 AI7500
 AI7500                         *CURRENT SURVEY CONTROL
 AI7500  ___________________________________________________________________
 AI7500* NAD 83(1986)-  47 40 14.     (N)    093 40 41.     (W)     SCALED    
 AI7500* NAVD 88     -       426.142  (meters)    1398.10   (feet)  ADJUSTED  
 AI7500  ___________________________________________________________________
 AI7500  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AI7500  DYNAMIC HT  -         426.204 (meters)    1398.30  (feet)  COMP
 AI7500  MODELED GRAV-     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
 AI7500.and adjusted by the National Geodetic Survey in January 2001..
 AI7500
 AI7500.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI7501 ***********************************************************************
 AI7501  DESIGNATION -  3108 X
 AI7501  PID         -  AI7501
 AI7501  STATE/COUNTY-  MN/ITASCA
 AI7501  USGS QUAD   -  BIGFORK (1996)
 AI7501
 AI7501                         *CURRENT SURVEY CONTROL
 AI7501  ___________________________________________________________________
 AI7501* NAD 83(1986)-  47 41 04.     (N)    093 40 44.     (W)     SCALED    
 AI7501* NAVD 88     -       405.793  (meters)    1331.34   (feet)  ADJUSTED  
 AI7501  ___________________________________________________________________
 AI7501  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AI7501  DYNAMIC HT  -         405.852 (meters)    1331.53  (feet)  COMP
 AI7501  MODELED GRAV-     980,744.8   (mgal)                       NAVD 88
 AI7501
 AI7501  VERT ORDER  -  SECOND    CLASS I
 AI7501
 AI7501.The horizontal coordinates were scaled from a topographic map and have
 AI7501.an estimated accuracy of +/- 6 seconds.
 AI7501
 AI7501.The orthometric height was determined by differential leveling
 AI7501.and adjusted by the National Geodetic Survey in January 2001..
 AI7501
 AI7501.The geoid height was determined by GEOID03.
 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     -   231,840.      756,540.      MT  (+/- 180 meters Scaled)
 AI7501
 AI7501                          SUPERSEDED SURVEY CONTROL
 AI7501
 AI7501.No superseded survey control is available for this station.
 AI7501
 AI7501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN490814(NAD 83)
 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: RECESSED 8 CENTIMETERS
 AI7501_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7501_ROD/PIPE-DEPTH:  9.1 meters
 AI7501
 AI7501  HISTORY     - Date     Condition        Report By
 AI7501  HISTORY     - 1990     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7504 ***********************************************************************
 AI7504  DESIGNATION -  3108 Y
 AI7504  PID         -  AI7504
 AI7504  STATE/COUNTY-  MN/ITASCA
 AI7504  USGS QUAD   -  BIGFORK (1996)
 AI7504
 AI7504                         *CURRENT SURVEY CONTROL
 AI7504  ___________________________________________________________________
 AI7504* NAD 83(1986)-  47 42 29.     (N)    093 40 45.     (W)     SCALED    
 AI7504* NAVD 88     -       401.056  (meters)    1315.80   (feet)  ADJUSTED  
 AI7504  ___________________________________________________________________
 AI7504  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AI7504  DYNAMIC HT  -         401.115 (meters)    1315.99  (feet)  COMP
 AI7504  MODELED GRAV-     980,747.7   (mgal)                       NAVD 88
 AI7504
 AI7504  VERT ORDER  -  SECOND    CLASS I
 AI7504
 AI7504.The horizontal coordinates were scaled from a topographic map and have
 AI7504.an estimated accuracy of +/- 6 seconds.
 AI7504
 AI7504.The orthometric height was determined by differential leveling
 AI7504.and adjusted by the National Geodetic Survey in January 2001..
 AI7504
 AI7504.The geoid height was determined by GEOID03.
 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     -   234,470.      756,540.      MT  (+/- 180 meters Scaled)
 AI7504
 AI7504                          SUPERSEDED SURVEY CONTROL
 AI7504
 AI7504.No superseded survey control is available for this station.
 AI7504
 AI7504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN490840(NAD 83)
 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 8 CENTIMETERS
 AI7504_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7504_ROD/PIPE-DEPTH:  9.1 meters
 AI7504
 AI7504  HISTORY     - Date     Condition        Report By
 AI7504  HISTORY     - 1990     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7505 ***********************************************************************
 AI7505  DESIGNATION -  3108 Z
 AI7505  PID         -  AI7505
 AI7505  STATE/COUNTY-  MN/ITASCA
 AI7505  USGS QUAD   -  BIGFORK (1996)
 AI7505
 AI7505                         *CURRENT SURVEY CONTROL
 AI7505  ___________________________________________________________________
 AI7505* NAD 83(1986)-  47 43 02.     (N)    093 40 24.     (W)     SCALED    
 AI7505* NAVD 88     -       408.749  (meters)    1341.04   (feet)  ADJUSTED  
 AI7505  ___________________________________________________________________
 AI7505  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AI7505  DYNAMIC HT  -         408.810 (meters)    1341.24  (feet)  COMP
 AI7505  MODELED GRAV-     980,749.4   (mgal)                       NAVD 88
 AI7505
 AI7505  VERT ORDER  -  SECOND    CLASS I
 AI7505
 AI7505.The horizontal coordinates were scaled from a topographic map and have
 AI7505.an estimated accuracy of +/- 6 seconds.
 AI7505
 AI7505.The orthometric height was determined by differential leveling
 AI7505.and adjusted by the National Geodetic Survey in January 2001..
 AI7505
 AI7505.The geoid height was determined by GEOID03.
 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     -   235,480.      756,990.      MT  (+/- 180 meters Scaled)
 AI7505
 AI7505                          SUPERSEDED SURVEY CONTROL
 AI7505
 AI7505.No superseded survey control is available for this station.
 AI7505
 AI7505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN494850(NAD 83)
 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_ROD/PIPE-DEPTH:  6.1 meters
 AI7505
 AI7505  HISTORY     - Date     Condition        Report By
 AI7505  HISTORY     - 1990     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8990 ***********************************************************************
 DH8990  DESIGNATION -  3109 A
 DH8990  PID         -  DH8990
 DH8990  STATE/COUNTY-  MN/ITASCA
 DH8990  USGS QUAD   -  SQUAW LAKE (1996)
 DH8990
 DH8990                         *CURRENT SURVEY CONTROL
 DH8990  ___________________________________________________________________
 DH8990* NAD 83(1986)-  47 41 47.     (N)    094 13 38.     (W)     SCALED    
 DH8990* NAVD 88     -       416.061  (meters)    1365.03   (feet)  ADJUSTED  
 DH8990  ___________________________________________________________________
 DH8990  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DH8990  DYNAMIC HT  -         416.122 (meters)    1365.23  (feet)  COMP
 DH8990  MODELED GRAV-     980,747.2   (mgal)                       NAVD 88
 DH8990
 DH8990  VERT ORDER  -  SECOND    CLASS I
 DH8990
 DH8990.The horizontal coordinates were scaled from a topographic map and have
 DH8990.an estimated accuracy of +/- 6 seconds.
 DH8990
 DH8990.The orthometric height was determined by differential leveling
 DH8990.and adjusted by the National Geodetic Survey in September 2006..
 DH8990
 DH8990.The geoid height was determined by GEOID03.
 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     -   233,620.      715,400.      MT  (+/- 180 meters Scaled)
 DH8990
 DH8990                          SUPERSEDED SURVEY CONTROL
 DH8990
 DH8990.No superseded survey control is available for this station.
 DH8990
 DH8990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN079832(NAD 83)
 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 = OCTOBER  6, 2006
 DF8785 ***********************************************************************
 DF8785  DESIGNATION -  3109 AA
 DF8785  PID         -  DF8785
 DF8785  STATE/COUNTY-  MN/ITASCA
 DF8785  USGS QUAD   -  NORTHOME SOUTH (1996)
 DF8785
 DF8785                         *CURRENT SURVEY CONTROL
 DF8785  ___________________________________________________________________
 DF8785* NAD 83(1996)-  47 47 41.77765(N)    094 15 59.36814(W)     ADJUSTED  
 DF8785* NAVD 88     -       437.668  (meters)    1435.92   (feet)  ADJUSTED  
 DF8785  ___________________________________________________________________
 DF8785  X           -    -319,373.232 (meters)                     COMP
 DF8785  Y           -  -4,281,012.977 (meters)                     COMP
 DF8785  Z           -   4,701,892.674 (meters)                     COMP
 DF8785  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 DF8785  ELLIP HEIGHT-         409.22  (meters)          (10/23/03) GPS OBS
 DF8785  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DF8785  DYNAMIC HT  -         437.730 (meters)    1436.12  (feet)  COMP
 DF8785  MODELED GRAV-     980,739.2   (mgal)                       NAVD 88
 DF8785
 DF8785  HORZ ORDER  -  FIRST
 DF8785  VERT ORDER  -  SECOND    CLASS I
 DF8785  ELLP ORDER  -  FOURTH    CLASS I
 DF8785
 DF8785.The horizontal coordinates were established by GPS observations
 DF8785.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8785
 DF8785.The orthometric height was determined by differential leveling
 DF8785.and adjusted by the National Geodetic Survey in September 2006..
 DF8785
 DF8785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8785
 DF8785.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8785
 DF8785.The ellipsoidal height was determined by GPS observations
 DF8785.and is referenced to NAD 83.
 DF8785
 DF8785.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8785;SPC MN N     -   244,621.755   712,617.564   MT  0.99990307   -0 51 52.7
 DF8785;UTM  15      - 5,294,285.436   405,152.412   MT  0.99971054   -0 56 17.6
 DF8785
 DF8785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8785!SPC MN N     -   0.99993586  x   0.99990307  =   0.99983894
 DF8785!UTM  15      -   0.99993586  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  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_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 = OCTOBER  6, 2006
 DF8786 ***********************************************************************
 DF8786  DESIGNATION -  3109 AB
 DF8786  PID         -  DF8786
 DF8786  STATE/COUNTY-  MN/ITASCA
 DF8786  USGS QUAD   -  NORTHOME SOUTH (1996)
 DF8786
 DF8786                         *CURRENT SURVEY CONTROL
 DF8786  ___________________________________________________________________
 DF8786* NAD 83(1996)-  47 48 34.67836(N)    094 15 53.73500(W)     ADJUSTED  
 DF8786* NAVD 88     -       441.282  (meters)    1447.77   (feet)  ADJUSTED  
 DF8786  ___________________________________________________________________
 DF8786  X           -    -319,166.474 (meters)                     COMP
 DF8786  Y           -  -4,279,816.979 (meters)                     COMP
 DF8786  Z           -   4,702,992.851 (meters)                     COMP
 DF8786  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 DF8786  ELLIP HEIGHT-         412.82  (meters)          (10/23/03) GPS OBS
 DF8786  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DF8786  DYNAMIC HT  -         441.344 (meters)    1447.98  (feet)  COMP
 DF8786  MODELED GRAV-     980,740.0   (mgal)                       NAVD 88
 DF8786
 DF8786  HORZ ORDER  -  FIRST
 DF8786  VERT ORDER  -  SECOND    CLASS I
 DF8786  ELLP ORDER  -  FOURTH    CLASS I
 DF8786
 DF8786.The horizontal coordinates were established by GPS observations
 DF8786.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8786
 DF8786.The orthometric height was determined by differential leveling
 DF8786.and adjusted by the National Geodetic Survey in September 2006..
 DF8786
 DF8786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8786
 DF8786.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8786
 DF8786.The ellipsoidal height was determined by GPS observations
 DF8786.and is referenced to NAD 83.
 DF8786
 DF8786.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8786;SPC MN N     -   246,253.489   712,759.392   MT  0.99990292   -0 51 48.5
 DF8786;UTM  15      - 5,295,916.672   405,296.311   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  NAVD 88 (10/23/03)  441.27   (m)         1447.7    (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: 15TVN0529695917(NAD 83)
 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 - 2001
 DF8786_ROD/PIPE-DEPTH:  4.6 meters
 DF8786
 DF8786  HISTORY     - Date     Condition        Report By
 DF8786  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8787 ***********************************************************************
 DF8787  DESIGNATION -  3109 AC
 DF8787  PID         -  DF8787
 DF8787  STATE/COUNTY-  MN/ITASCA
 DF8787  USGS QUAD   -  NORTHOME SOUTH (1996)
 DF8787
 DF8787                         *CURRENT SURVEY CONTROL
 DF8787  ___________________________________________________________________
 DF8787* NAD 83(1996)-  47 49 21.14680(N)    094 15 56.30831(W)     ADJUSTED  
 DF8787* NAVD 88     -       436.405  (meters)    1431.77   (feet)  ADJUSTED  
 DF8787  ___________________________________________________________________
 DF8787  X           -    -319,140.518 (meters)                     COMP
 DF8787  Y           -  -4,278,749.142 (meters)                     COMP
 DF8787  Z           -   4,703,953.043 (meters)                     COMP
 DF8787  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 DF8787  ELLIP HEIGHT-         407.94  (meters)          (10/23/03) GPS OBS
 DF8787  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DF8787  DYNAMIC HT  -         436.468 (meters)    1431.98  (feet)  COMP
 DF8787  MODELED GRAV-     980,743.9   (mgal)                       NAVD 88
 DF8787
 DF8787  HORZ ORDER  -  FIRST
 DF8787  VERT ORDER  -  SECOND    CLASS I
 DF8787  ELLP ORDER  -  FOURTH    CLASS I
 DF8787
 DF8787.The horizontal coordinates were established by GPS observations
 DF8787.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8787
 DF8787.The orthometric height was determined by differential leveling
 DF8787.and adjusted by the National Geodetic Survey in September 2006..
 DF8787
 DF8787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8787
 DF8787.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8787
 DF8787.The ellipsoidal height was determined by GPS observations
 DF8787.and is referenced to NAD 83.
 DF8787
 DF8787.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8787;SPC MN N     -   247,689.181   712,727.503   MT  0.99990284   -0 51 50.4
 DF8787;UTM  15      - 5,297,352.127   405,266.280   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  =   0.99964636
 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  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_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 = OCTOBER  6, 2006
 DF8788 ***********************************************************************
 DF8788  DESIGNATION -  3109 AD
 DF8788  PID         -  DF8788
 DF8788  STATE/COUNTY-  MN/ITASCA
 DF8788  USGS QUAD   -  NORTHOME SOUTH (1996)
 DF8788
 DF8788                         *CURRENT SURVEY CONTROL
 DF8788  ___________________________________________________________________
 DF8788* NAD 83(1996)-  47 50 06.94270(N)    094 16 08.89439(W)     ADJUSTED  
 DF8788* NAVD 88     -       432.389  (meters)    1418.60   (feet)  ADJUSTED  
 DF8788  ___________________________________________________________________
 DF8788  X           -    -319,323.361 (meters)                     COMP
 DF8788  Y           -  -4,277,681.531 (meters)                     COMP
 DF8788  Z           -   4,704,899.697 (meters)                     COMP
 DF8788  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 DF8788  ELLIP HEIGHT-         403.93  (meters)          (10/23/03) GPS OBS
 DF8788  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DF8788  DYNAMIC HT  -         432.454 (meters)    1418.81  (feet)  COMP
 DF8788  MODELED GRAV-     980,748.3   (mgal)                       NAVD 88
 DF8788
 DF8788  HORZ ORDER  -  FIRST
 DF8788  VERT ORDER  -  SECOND    CLASS I
 DF8788  ELLP ORDER  -  FOURTH    CLASS I
 DF8788
 DF8788.The horizontal coordinates were established by GPS observations
 DF8788.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8788
 DF8788.The orthometric height was determined by differential leveling
 DF8788.and adjusted by the National Geodetic Survey in September 2006..
 DF8788
 DF8788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8788
 DF8788.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8788
 DF8788.The ellipsoidal height was determined by GPS observations
 DF8788.and is referenced to NAD 83.
 DF8788
 DF8788.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8788;SPC MN N     -   249,107.254   712,487.155   MT  0.99990282   -0 51 59.7
 DF8788;UTM  15      - 5,298,770.237   405,027.812   MT  0.99971083   -0 56 26.8
 DF8788
 DF8788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8788!SPC MN N     -   0.99993669  x   0.99990282  =   0.99983952
 DF8788!UTM  15      -   0.99993669  x   0.99971083  =   0.99964754
 DF8788
 DF8788:                Primary Azimuth Mark                     Grid Az
 DF8788:SPC MN N     -  3109 AC                                  170 22 49.4
 DF8788:UTM  15      -  3109 AC                                  170 27 16.5
 DF8788
 DF8788|---------------------------------------------------------------------|
 DF8788| PID    Reference Object                     Distance      Geod. Az  |
 DF8788|                                                           dddmmss.s |
 DF8788| DF8787 3109 AC                             APPROX. 1.4 KM 1693049.7 |
 DF8788|---------------------------------------------------------------------|
 DF8788
 DF8788                          SUPERSEDED SURVEY CONTROL
 DF8788
 DF8788  NAVD 88 (10/23/03)  432.38   (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: 15TVN0502898770(NAD 83)
 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 = OCTOBER  6, 2006
 DH8991 ***********************************************************************
 DH8991  DESIGNATION -  3109 C
 DH8991  PID         -  DH8991
 DH8991  STATE/COUNTY-  MN/ITASCA
 DH8991  USGS QUAD   -  SQUAW LAKE (1996)
 DH8991
 DH8991                         *CURRENT SURVEY CONTROL
 DH8991  ___________________________________________________________________
 DH8991* NAD 83(1986)-  47 37 41.     (N)    094 08 11.     (W)     SCALED    
 DH8991* NAVD 88     -       406.470  (meters)    1333.56   (feet)  ADJUSTED  
 DH8991  ___________________________________________________________________
 DH8991  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DH8991  DYNAMIC HT  -         406.528 (meters)    1333.75  (feet)  COMP
 DH8991  MODELED GRAV-     980,741.4   (mgal)                       NAVD 88
 DH8991
 DH8991  VERT ORDER  -  SECOND    CLASS I
 DH8991
 DH8991.The horizontal coordinates were scaled from a topographic map and have
 DH8991.an estimated accuracy of +/- 6 seconds.
 DH8991
 DH8991.The orthometric height was determined by differential leveling
 DH8991.and adjusted by the National Geodetic Survey in September 2006..
 DH8991
 DH8991.The geoid height was determined by GEOID03.
 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     -   225,930.      722,110.      MT  (+/- 180 meters Scaled)
 DH8991
 DH8991                          SUPERSEDED SURVEY CONTROL
 DH8991
 DH8991.No superseded survey control is available for this station.
 DH8991
 DH8991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN146755(NAD 83)
 DH8991_MARKER: DD = SURVEY 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 - September 19, 2001
 DH8991
 DH8991  HISTORY     - Date     Condition        Report By
 DH8991  HISTORY     - 1979     MONUMENTED       MNDT
 DH8991  HISTORY     - 20010919 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8789 ***********************************************************************
 DF8789  DESIGNATION -  3109 D
 DF8789  PID         -  DF8789
 DF8789  STATE/COUNTY-  MN/ITASCA
 DF8789  USGS QUAD   -  DEER RIVER (1996)
 DF8789
 DF8789                         *CURRENT SURVEY CONTROL
 DF8789  ___________________________________________________________________
 DF8789* NAD 83(1996)-  47 20 53.23706(N)    093 49 53.35142(W)     ADJUSTED  
 DF8789* NAVD 88     -       397.057  (meters)    1302.68   (feet)  ADJUSTED  
 DF8789  ___________________________________________________________________
 DF8789  X           -    -289,310.308 (meters)                     COMP
 DF8789  Y           -  -4,319,875.139 (meters)                     COMP
 DF8789  Z           -   4,668,344.137 (meters)                     COMP
 DF8789  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 DF8789  ELLIP HEIGHT-         368.07  (meters)          (10/23/03) GPS OBS
 DF8789  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DF8789  DYNAMIC HT  -         397.095 (meters)    1302.80  (feet)  COMP
 DF8789  MODELED GRAV-     980,696.9   (mgal)                       NAVD 88
 DF8789
 DF8789  HORZ ORDER  -  FIRST
 DF8789  VERT ORDER  -  SECOND    CLASS I
 DF8789  ELLP ORDER  -  FOURTH    CLASS I
 DF8789
 DF8789.The horizontal coordinates were established by GPS observations
 DF8789.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8789
 DF8789.The orthometric height was determined by differential leveling
 DF8789.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF8789
 DF8789.The ellipsoidal height was determined by GPS observations
 DF8789.and is referenced to NAD 83.
 DF8789
 DF8789.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8789;SPC MN N     -   194,550.116   744,732.660   MT  0.99993876   -0 32 31.9
 DF8789;UTM  15      - 5,244,185.931   437,197.700   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  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: 15TVN3719844186(NAD 83)
 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 = OCTOBER  6, 2006
 DF8790 ***********************************************************************
 DF8790  DESIGNATION -  3109 E
 DF8790  PID         -  DF8790
 DF8790  STATE/COUNTY-  MN/ITASCA
 DF8790  USGS QUAD   -  DEER RIVER (1996)
 DF8790
 DF8790                         *CURRENT SURVEY CONTROL
 DF8790  ___________________________________________________________________
 DF8790* NAD 83(1996)-  47 21 18.59211(N)    093 50 56.44569(W)     ADJUSTED  
 DF8790* NAVD 88     -       400.352  (meters)    1313.49   (feet)  ADJUSTED  
 DF8790  ___________________________________________________________________
 DF8790  X           -    -290,593.187 (meters)                     COMP
 DF8790  Y           -  -4,319,214.010 (meters)                     COMP
 DF8790  Z           -   4,668,877.112 (meters)                     COMP
 DF8790  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 DF8790  ELLIP HEIGHT-         371.39  (meters)          (10/23/03) GPS OBS
 DF8790  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DF8790  DYNAMIC HT  -         400.392 (meters)    1313.62  (feet)  COMP
 DF8790  MODELED GRAV-     980,700.3   (mgal)                       NAVD 88
 DF8790
 DF8790  HORZ ORDER  -  FIRST
 DF8790  VERT ORDER  -  SECOND    CLASS I
 DF8790  ELLP ORDER  -  FOURTH    CLASS I
 DF8790
 DF8790.The horizontal coordinates were established by GPS observations
 DF8790.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8790
 DF8790.The orthometric height was determined by differential leveling
 DF8790.and adjusted by the National Geodetic Survey in September 2006..
 DF8790
 DF8790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8790
 DF8790.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8790
 DF8790.The ellipsoidal height was determined by GPS observations
 DF8790.and is referenced to NAD 83.
 DF8790
 DF8790.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8790;SPC MN N     -   195,345.744   743,416.100   MT  0.99993773   -0 33 18.7
 DF8790;UTM  15      - 5,244,982.922   435,882.483   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  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: 15TVN3588244983(NAD 83)
 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 - 2001
 DF8790_ROD/PIPE-DEPTH:  9.1 meters
 DF8790
 DF8790  HISTORY     - Date     Condition        Report By
 DF8790  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8791 ***********************************************************************
 DF8791  DESIGNATION -  3109 F
 DF8791  PID         -  DF8791
 DF8791  STATE/COUNTY-  MN/ITASCA
 DF8791  USGS QUAD   -  BALL CLUB (1996)
 DF8791
 DF8791                         *CURRENT SURVEY CONTROL
 DF8791  ___________________________________________________________________
 DF8791* NAD 83(1996)-  47 22 25.36708(N)    093 53 46.55077(W)     ADJUSTED  
 DF8791* NAVD 88     -       401.062  (meters)    1315.82   (feet)  ADJUSTED  
 DF8791  ___________________________________________________________________
 DF8791  X           -    -294,052.057 (meters)                     COMP
 DF8791  Y           -  -4,317,459.767 (meters)                     COMP
 DF8791  Z           -   4,670,274.604 (meters)                     COMP
 DF8791  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 DF8791  ELLIP HEIGHT-         372.23  (meters)          (10/23/03) GPS OBS
 DF8791  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DF8791  DYNAMIC HT  -         401.105 (meters)    1315.96  (feet)  COMP
 DF8791  MODELED GRAV-     980,708.0   (mgal)                       NAVD 88
 DF8791
 DF8791  HORZ ORDER  -  FIRST
 DF8791  VERT ORDER  -  SECOND    CLASS I
 DF8791  ELLP ORDER  -  FOURTH    CLASS I
 DF8791
 DF8791.The horizontal coordinates were established by GPS observations
 DF8791.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8791
 DF8791.The orthometric height was determined by differential leveling
 DF8791.and adjusted by the National Geodetic Survey in September 2006..
 DF8791
 DF8791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8791
 DF8791.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8791
 DF8791.The ellipsoidal height was determined by GPS observations
 DF8791.and is referenced to NAD 83.
 DF8791
 DF8791.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8791;SPC MN N     -   197,443.378   739,867.872   MT  0.99993509   -0 35 24.7
 DF8791;UTM  15      - 5,247,084.252   432,337.799   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  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: 15TVN3233847084(NAD 83)
 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 - 2001
 DF8791_ROD/PIPE-DEPTH:  4.6 meters
 DF8791
 DF8791  HISTORY     - Date     Condition        Report By
 DF8791  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8792 ***********************************************************************
 DF8792  DESIGNATION -  3109 G
 DF8792  PID         -  DF8792
 DF8792  STATE/COUNTY-  MN/ITASCA
 DF8792  USGS QUAD   -  LITTLE BALL CLUB LAK (1996)
 DF8792
 DF8792                         *CURRENT SURVEY CONTROL
 DF8792  ___________________________________________________________________
 DF8792* NAD 83(1996)-  47 22 57.73835(N)    093 55 12.09174(W)     ADJUSTED  
 DF8792* NAVD 88     -       399.148  (meters)    1309.54   (feet)  ADJUSTED  
 DF8792  ___________________________________________________________________
 DF8792  X           -    -295,792.164 (meters)                     COMP
 DF8792  Y           -  -4,316,602.232 (meters)                     COMP
 DF8792  Z           -   4,670,950.231 (meters)                     COMP
 DF8792  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 DF8792  ELLIP HEIGHT-         370.36  (meters)          (10/23/03) GPS OBS
 DF8792  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DF8792  DYNAMIC HT  -         399.192 (meters)    1309.68  (feet)  COMP
 DF8792  MODELED GRAV-     980,710.8   (mgal)                       NAVD 88
 DF8792
 DF8792  HORZ ORDER  -  FIRST
 DF8792  VERT ORDER  -  SECOND    CLASS I
 DF8792  ELLP ORDER  -  FOURTH    CLASS I
 DF8792
 DF8792.The horizontal coordinates were established by GPS observations
 DF8792.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8792
 DF8792.The orthometric height was determined by differential leveling
 DF8792.and adjusted by the National Geodetic Survey in September 2006..
 DF8792
 DF8792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8792
 DF8792.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8792
 DF8792.The ellipsoidal height was determined by GPS observations
 DF8792.and is referenced to NAD 83.
 DF8792
 DF8792.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8792;SPC MN N     -   198,461.733   738,084.135   MT  0.99993384   -0 36 28.1
 DF8792;UTM  15      - 5,248,104.480   430,555.788   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  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: 15TVN3055648104(NAD 83)
 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 = OCTOBER  6, 2006
 DF8793 ***********************************************************************
 DF8793  DESIGNATION -  3109 H
 DF8793  PID         -  DF8793
 DF8793  STATE/COUNTY-  MN/ITASCA
 DF8793  USGS QUAD   -  LITTLE BALL CLUB LAK (1996)
 DF8793
 DF8793                         *CURRENT SURVEY CONTROL
 DF8793  ___________________________________________________________________
 DF8793* NAD 83(1996)-  47 24 29.66636(N)    093 58 58.62727(W)     ADJUSTED  
 DF8793* NAVD 88     -       395.766  (meters)    1298.44   (feet)  ADJUSTED  
 DF8793  ___________________________________________________________________
 DF8793  X           -    -300,387.497 (meters)                     COMP
 DF8793  Y           -  -4,314,187.881 (meters)                     COMP
 DF8793  Z           -   4,672,869.785 (meters)                     COMP
 DF8793  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 DF8793  ELLIP HEIGHT-         367.13  (meters)          (10/23/03) GPS OBS
 DF8793  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DF8793  DYNAMIC HT  -         395.812 (meters)    1298.59  (feet)  COMP
 DF8793  MODELED GRAV-     980,717.0   (mgal)                       NAVD 88
 DF8793
 DF8793  HORZ ORDER  -  FIRST
 DF8793  VERT ORDER  -  SECOND    CLASS I
 DF8793  ELLP ORDER  -  FOURTH    CLASS I
 DF8793
 DF8793.The horizontal coordinates were established by GPS observations
 DF8793.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8793
 DF8793.The orthometric height was determined by differential leveling
 DF8793.and adjusted by the National Geodetic Survey in September 2006..
 DF8793
 DF8793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8793
 DF8793.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8793
 DF8793.The ellipsoidal height was determined by GPS observations
 DF8793.and is referenced to NAD 83.
 DF8793
 DF8793.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8793;SPC MN N     -   201,352.699   733,365.504   MT  0.99993045   -0 39 16.1
 DF8793;UTM  15      - 5,251,000.367   425,841.921   MT  0.99966758   -0 43 25.2
 DF8793
 DF8793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8793!SPC MN N     -   0.99994246  x   0.99993045  =   0.99987291
 DF8793!UTM  15      -   0.99994246  x   0.99966758  =   0.99961006
 DF8793
 DF8793                          SUPERSEDED SURVEY CONTROL
 DF8793
 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: 15TVN2584251000(NAD 83)
 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 - 2001
 DF8793_ROD/PIPE-DEPTH: 13.7 meters
 DF8793
 DF8793  HISTORY     - Date     Condition        Report By
 DF8793  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8794 ***********************************************************************
 DF8794  DESIGNATION -  3109 J
 DF8794  PID         -  DF8794
 DF8794  STATE/COUNTY-  MN/ITASCA
 DF8794  USGS QUAD   -  LITTLE WINNIBIGOSHISH LAKE (1996)
 DF8794
 DF8794                         *CURRENT SURVEY CONTROL
 DF8794  ___________________________________________________________________
 DF8794* NAD 83(1996)-  47 25 58.33906(N)    094 00 45.32363(W)     ADJUSTED  
 DF8794* NAVD 88     -       399.263  (meters)    1309.92   (feet)  ADJUSTED  
 DF8794  ___________________________________________________________________
 DF8794  X           -    -302,478.149 (meters)                     COMP
 DF8794  Y           -  -4,312,022.666 (meters)                     COMP
 DF8794  Z           -   4,674,725.376 (meters)                     COMP
 DF8794  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 DF8794  ELLIP HEIGHT-         370.65  (meters)          (10/23/03) GPS OBS
 DF8794  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 DF8794  DYNAMIC HT  -         399.311 (meters)    1310.07  (feet)  COMP
 DF8794  MODELED GRAV-     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 October 2003..
 DF8794
 DF8794.The orthometric height was determined by differential leveling
 DF8794.and adjusted by the National Geodetic Survey in September 2006..
 DF8794
 DF8794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8794
 DF8794.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8794
 DF8794.The ellipsoidal height was determined by GPS observations
 DF8794.and is referenced to NAD 83.
 DF8794
 DF8794.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8794;SPC MN N     -   204,116.776   731,161.227   MT  0.99992736   -0 40 35.1
 DF8794;UTM  15      - 5,253,766.390   423,641.559   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  =   0.99986927
 DF8794!UTM  15      -   0.99994191  x   0.99967165  =   0.99961358
 DF8794
 DF8794                          SUPERSEDED SURVEY CONTROL
 DF8794
 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: 15TVN2364253766(NAD 83)
 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 - 2001
 DF8794_ROD/PIPE-DEPTH: 13.7 meters
 DF8794
 DF8794  HISTORY     - Date     Condition        Report By
 DF8794  HISTORY     - 2001     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8795 ***********************************************************************
 DF8795  DESIGNATION -  3109 K
 DF8795  PID         -  DF8795
 DF8795  STATE/COUNTY-  MN/ITASCA
 DF8795  USGS QUAD   -  LITTLE WINNIBIGOSHISH LAKE (1996)
 DF8795
 DF8795                         *CURRENT SURVEY CONTROL
 DF8795  ___________________________________________________________________
 DF8795* NAD 83(1996)-  47 29 14.96445(N)    094 02 21.75944(W)     ADJUSTED  
 DF8795* NAVD 88     -       402.316  (meters)    1319.93   (feet)  ADJUSTED  
 DF8795  ___________________________________________________________________
 DF8795  X           -    -304,179.088 (meters)                     COMP
 DF8795  Y           -  -4,307,419.489 (meters)                     COMP
 DF8795  Z           -   4,678,833.474 (meters)                     COMP
 DF8795  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 DF8795  ELLIP HEIGHT-         373.73  (meters)          (10/23/03) GPS OBS
 DF8795  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DF8795  DYNAMIC HT  -         402.366 (meters)    1320.10  (feet)  COMP
 DF8795  MODELED GRAV-     980,725.2   (mgal)                       NAVD 88
 DF8795
 DF8795  HORZ ORDER  -  FIRST
 DF8795  VERT ORDER  -  SECOND    CLASS I
 DF8795  ELLP ORDER  -  FOURTH    CLASS I
 DF8795
 DF8795.The horizontal coordinates were established by GPS observations
 DF8795.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8795
 DF8795.The orthometric height was determined by differential leveling
 DF8795.and adjusted by the National Geodetic Survey in September 2006..
 DF8795
 DF8795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8795
 DF8795.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8795
 DF8795.The ellipsoidal height was determined by GPS observations
 DF8795.and is referenced to NAD 83.
 DF8795
 DF8795.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8795;SPC MN N     -   210,212.510   729,214.452   MT  0.99992116   -0 41 46.6
 DF8795;UTM  15      - 5,259,862.957   421,702.680   MT  0.99967534   -0 45 58.3
 DF8795
 DF8795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8795!SPC MN N     -   0.99994142  x   0.99992116  =   0.99986259
 DF8795!UTM  15      -   0.99994142  x   0.99967534  =   0.99961678
 DF8795
 DF8795                          SUPERSEDED SURVEY CONTROL
 DF8795
 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: 15TVN2170359863(NAD 83)
 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 = OCTOBER  6, 2006
 DF8796 ***********************************************************************
 DF8796  DESIGNATION -  3109 L
 DF8796  PID         -  DF8796
 DF8796  STATE/COUNTY-  MN/ITASCA
 DF8796  USGS QUAD   -  MAX (1971)
 DF8796
 DF8796                         *CURRENT SURVEY CONTROL
 DF8796  ___________________________________________________________________
 DF8796* NAD 83(1996)-  47 30 58.03760(N)    094 02 38.70676(W)     ADJUSTED  
 DF8796* NAVD 88     -       400.073  (meters)    1312.57   (feet)  ADJUSTED  
 DF8796  ___________________________________________________________________
 DF8796  X           -    -304,367.360 (meters)                     COMP
 DF8796  Y           -  -4,305,051.666 (meters)                     COMP
 DF8796  Z           -   4,680,982.454 (meters)                     COMP
 DF8796  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 DF8796  ELLIP HEIGHT-         371.49  (meters)          (10/23/03) GPS OBS
 DF8796  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DF8796  DYNAMIC HT  -         400.123 (meters)    1312.74  (feet)  COMP
 DF8796  MODELED GRAV-     980,725.9   (mgal)                       NAVD 88
 DF8796
 DF8796  HORZ ORDER  -  FIRST
 DF8796  VERT ORDER  -  SECOND    CLASS I
 DF8796  ELLP ORDER  -  FOURTH    CLASS I
 DF8796
 DF8796.The horizontal coordinates were established by GPS observations
 DF8796.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8796
 DF8796.The orthometric height was determined by differential leveling
 DF8796.and adjusted by the National Geodetic Survey in September 2006..
 DF8796
 DF8796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8796
 DF8796.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8796
 DF8796.The ellipsoidal height was determined by GPS observations
 DF8796.and is referenced to NAD 83.
 DF8796
 DF8796.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8796;SPC MN N     -   213,399.599   728,898.610   MT  0.99991826   -0 41 59.2
 DF8796;UTM  15      - 5,263,049.652   421,390.812   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  =   0.99961773
 DF8796
 DF8796:                Primary Azimuth Mark                     Grid Az
 DF8796:SPC MN N     -  3109 M                                   010 21 05.3
 DF8796:UTM  15      -  3109 M                                   010 25 18.2
 DF8796
 DF8796|---------------------------------------------------------------------|
 DF8796| PID    Reference Object                     Distance      Geod. Az  |
 DF8796|                                                           dddmmss.s |
 DF8796| DF8797 3109 M                              APPROX. 1.1 KM 0093906.1 |
 DF8796| DF8824 MOSOMO                              450.980 METERS 1933530.7 |
 DF8796|---------------------------------------------------------------------|
 DF8796
 DF8796                          SUPERSEDED SURVEY CONTROL
 DF8796
 DF8796  NAVD 88 (10/23/03)  400.07   (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: 15TVN2139163050(NAD 83)
 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 = OCTOBER  6, 2006
 DF8797 ***********************************************************************
 DF8797  DESIGNATION -  3109 M
 DF8797  PID         -  DF8797
 DF8797  STATE/COUNTY-  MN/ITASCA
 DF8797  USGS QUAD   -  MAX (1971)
 DF8797
 DF8797                         *CURRENT SURVEY CONTROL
 DF8797  ___________________________________________________________________
 DF8797* NAD 83(1996)-  47 31 33.20904(N)    094 02 29.87584(W)     ADJUSTED  
 DF8797* NAVD 88     -       403.730  (meters)    1324.57   (feet)  ADJUSTED  
 DF8797  ___________________________________________________________________
 DF8797  X           -    -304,126.753 (meters)                     COMP
 DF8797  Y           -  -4,304,267.996 (meters)                     COMP
 DF8797  Z           -   4,681,718.750 (meters)                     COMP
 DF8797  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 DF8797  ELLIP HEIGHT-         375.16  (meters)          (10/23/03) GPS OBS
 DF8797  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DF8797  DYNAMIC HT  -         403.780 (meters)    1324.73  (feet)  COMP
 DF8797  MODELED GRAV-     980,726.1   (mgal)                       NAVD 88
 DF8797
 DF8797  HORZ ORDER  -  FIRST
 DF8797  VERT ORDER  -  SECOND    CLASS I
 DF8797  ELLP ORDER  -  FOURTH    CLASS I
 DF8797
 DF8797.The horizontal coordinates were established by GPS observations
 DF8797.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8797
 DF8797.The orthometric height was determined by differential leveling
 DF8797.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF8797
 DF8797.The ellipsoidal height was determined by GPS observations
 DF8797.and is referenced to NAD 83.
 DF8797
 DF8797.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8797;SPC MN N     -   214,483.397   729,096.575   MT  0.99991733   -0 41 52.6
 DF8797;UTM  15      - 5,264,132.944   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 05.2
 DF8797:UTM  15      -  3109 L                                   190 25 18.6
 DF8797
 DF8797|---------------------------------------------------------------------|
 DF8797| PID    Reference Object                     Distance      Geod. Az  |
 DF8797|                                                           dddmmss.s |
 DF8797| DF8796 3109 L                              APPROX. 1.1 KM 1893912.6 |
 DF8797|---------------------------------------------------------------------|
 DF8797
 DF8797                          SUPERSEDED SURVEY CONTROL
 DF8797
 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: 15TVN2159064133(NAD 83)
 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 = OCTOBER  6, 2006
 DF8798 ***********************************************************************
 DF8798  DESIGNATION -  3109 N
 DF8798  PID         -  DF8798
 DF8798  STATE/COUNTY-  MN/ITASCA
 DF8798  USGS QUAD   -  MAX (1971)
 DF8798
 DF8798                         *CURRENT SURVEY CONTROL
 DF8798  ___________________________________________________________________
 DF8798* NAD 83(1996)-  47 33 23.26245(N)    094 04 28.36636(W)     ADJUSTED  
 DF8798* NAVD 88     -       415.513  (meters)    1363.23   (feet)  ADJUSTED  
 DF8798  ___________________________________________________________________
 DF8798  X           -    -306,421.708 (meters)                     COMP
 DF8798  Y           -  -4,301,599.160 (meters)                     COMP
 DF8798  Z           -   4,684,022.027 (meters)                     COMP
 DF8798  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 DF8798  ELLIP HEIGHT-         386.96  (meters)          (10/23/03) GPS OBS
 DF8798  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DF8798  DYNAMIC HT  -         415.566 (meters)    1363.40  (feet)  COMP
 DF8798  MODELED GRAV-     980,726.5   (mgal)                       NAVD 88
 DF8798
 DF8798  HORZ ORDER  -  FIRST
 DF8798  VERT ORDER  -  SECOND    CLASS I
 DF8798  ELLP ORDER  -  FOURTH    CLASS I
 DF8798
 DF8798.The horizontal coordinates were established by GPS observations
 DF8798.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8798
 DF8798.The orthometric height was determined by differential leveling
 DF8798.and adjusted by the National Geodetic Survey in September 2006..
 DF8798
 DF8798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8798
 DF8798.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8798
 DF8798.The ellipsoidal height was determined by GPS observations
 DF8798.and is referenced to NAD 83.
 DF8798
 DF8798.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8798;SPC MN N     -   217,912.418   726,661.175   MT  0.99991461   -0 43 20.5
 DF8798;UTM  15      - 5,267,564.142   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  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_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 - 2001
 DF8798_ROD/PIPE-DEPTH: 16.8 meters
 DF8798
 DF8798  HISTORY     - Date     Condition        Report By
 DF8798  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8982 ***********************************************************************
 DH8982  DESIGNATION -  3109 P
 DH8982  PID         -  DH8982
 DH8982  STATE/COUNTY-  MN/ITASCA
 DH8982  USGS QUAD   -  MAX (1971)
 DH8982
 DH8982                         *CURRENT SURVEY CONTROL
 DH8982  ___________________________________________________________________
 DH8982* NAD 83(1986)-  47 34 09.     (N)    094 05 26.     (W)     SCALED    
 DH8982* NAVD 88     -       422.472  (meters)    1386.06   (feet)  ADJUSTED  
 DH8982  ___________________________________________________________________
 DH8982  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DH8982  DYNAMIC HT  -         422.527 (meters)    1386.24  (feet)  COMP
 DH8982  MODELED GRAV-     980,727.8   (mgal)                       NAVD 88
 DH8982
 DH8982  VERT ORDER  -  SECOND    CLASS I
 DH8982
 DH8982.The horizontal coordinates were scaled from a topographic map and have
 DH8982.an estimated accuracy of +/- 6 seconds.
 DH8982
 DH8982.The orthometric height was determined by differential leveling
 DH8982.and adjusted by the National Geodetic Survey in September 2006..
 DH8982
 DH8982.The geoid height was determined by GEOID03.
 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     -   219,340.      725,480.      MT  (+/- 180 meters Scaled)
 DH8982
 DH8982                          SUPERSEDED SURVEY CONTROL
 DH8982
 DH8982.No superseded survey control is available for this station.
 DH8982
 DH8982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN179689(NAD 83)
 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 = OCTOBER  6, 2006
 DH8983 ***********************************************************************
 DH8983  DESIGNATION -  3109 Q
 DH8983  PID         -  DH8983
 DH8983  STATE/COUNTY-  MN/ITASCA
 DH8983  USGS QUAD   -  MAX (1971)
 DH8983
 DH8983                         *CURRENT SURVEY CONTROL
 DH8983  ___________________________________________________________________
 DH8983* NAD 83(1986)-  47 35 49.     (N)    094 07 28.     (W)     SCALED    
 DH8983* NAVD 88     -       409.334  (meters)    1342.96   (feet)  ADJUSTED  
 DH8983  ___________________________________________________________________
 DH8983  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DH8983  DYNAMIC HT  -         409.389 (meters)    1343.14  (feet)  COMP
 DH8983  MODELED GRAV-     980,733.4   (mgal)                       NAVD 88
 DH8983
 DH8983  VERT ORDER  -  SECOND    CLASS I
 DH8983
 DH8983.The horizontal coordinates were scaled from a topographic map and have
 DH8983.an estimated accuracy of +/- 6 seconds.
 DH8983
 DH8983.The orthometric height was determined by differential leveling
 DH8983.and adjusted by the National Geodetic Survey in September 2006..
 DH8983
 DH8983.The geoid height was determined by GEOID03.
 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     -   222,460.      722,970.      MT  (+/- 180 meters Scaled)
 DH8983
 DH8983                          SUPERSEDED SURVEY CONTROL
 DH8983
 DH8983.No superseded survey control is available for this station.
 DH8983
 DH8983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN154721(NAD 83)
 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 = OCTOBER  6, 2006
 DH8984 ***********************************************************************
 DH8984  DESIGNATION -  3109 R
 DH8984  PID         -  DH8984
 DH8984  STATE/COUNTY-  MN/ITASCA
 DH8984  USGS QUAD   -  SQUAW LAKE (1996)
 DH8984
 DH8984                         *CURRENT SURVEY CONTROL
 DH8984  ___________________________________________________________________
 DH8984* NAD 83(1986)-  47 38 31.     (N)    094 08 57.     (W)     SCALED    
 DH8984* NAVD 88     -       412.356  (meters)    1352.87   (feet)  ADJUSTED  
 DH8984  ___________________________________________________________________
 DH8984  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DH8984  DYNAMIC HT  -         412.416 (meters)    1353.07  (feet)  COMP
 DH8984  MODELED GRAV-     980,745.6   (mgal)                       NAVD 88
 DH8984
 DH8984  VERT ORDER  -  SECOND    CLASS I
 DH8984
 DH8984.The horizontal coordinates were scaled from a topographic map and have
 DH8984.an estimated accuracy of +/- 6 seconds.
 DH8984
 DH8984.The orthometric height was determined by differential leveling
 DH8984.and adjusted by the National Geodetic Survey in September 2006..
 DH8984
 DH8984.The geoid height was determined by GEOID03.
 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     -   227,490.      721,180.      MT  (+/- 180 meters Scaled)
 DH8984
 DH8984                          SUPERSEDED SURVEY CONTROL
 DH8984
 DH8984.No superseded survey control is available for this station.
 DH8984
 DH8984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN136771(NAD 83)
 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 = OCTOBER  6, 2006
 DF8799 ***********************************************************************
 DF8799  DESIGNATION -  3109 S
 DF8799  PID         -  DF8799
 DF8799  STATE/COUNTY-  MN/ITASCA
 DF8799  USGS QUAD   -  SQUAW LAKE (1996)
 DF8799
 DF8799                         *CURRENT SURVEY CONTROL
 DF8799  ___________________________________________________________________
 DF8799* NAD 83(1996)-  47 38 58.48510(N)    094 09 48.97437(W)     ADJUSTED  
 DF8799* NAVD 88     -       409.448  (meters)    1343.33   (feet)  ADJUSTED  
 DF8799  ___________________________________________________________________
 DF8799  X           -    -312,552.100 (meters)                     COMP
 DF8799  Y           -  -4,293,487.780 (meters)                     COMP
 DF8799  Z           -   4,690,998.734 (meters)                     COMP
 DF8799  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 DF8799  ELLIP HEIGHT-         381.02  (meters)          (10/23/03) GPS OBS
 DF8799  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DF8799  DYNAMIC HT  -         409.509 (meters)    1343.53  (feet)  COMP
 DF8799  MODELED GRAV-     980,748.5   (mgal)                       NAVD 88
 DF8799
 DF8799  HORZ ORDER  -  FIRST
 DF8799  VERT ORDER  -  SECOND    CLASS I
 DF8799  ELLP ORDER  -  FOURTH    CLASS I
 DF8799
 DF8799.The horizontal coordinates were established by GPS observations
 DF8799.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8799
 DF8799.The orthometric height was determined by differential leveling
 DF8799.and adjusted by the National Geodetic Survey in September 2006..
 DF8799
 DF8799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8799
 DF8799.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8799
 DF8799.The ellipsoidal height was determined by GPS observations
 DF8799.and is referenced to NAD 83.
 DF8799
 DF8799.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8799;SPC MN N     -   228,351.908   720,102.033   MT  0.99990805   -0 47 18.1
 DF8799;UTM  15      - 5,278,009.424   412,614.748   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  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: 15TVN1261578009(NAD 83)
 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 - 2001
 DF8799_ROD/PIPE-DEPTH: 10.7 meters
 DF8799
 DF8799  HISTORY     - Date     Condition        Report By
 DF8799  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8800 ***********************************************************************
 DF8800  DESIGNATION -  3109 T
 DF8800  PID         -  DF8800
 DF8800  STATE/COUNTY-  MN/ITASCA
 DF8800  USGS QUAD   -  SQUAW LAKE (1996)
 DF8800
 DF8800                         *CURRENT SURVEY CONTROL
 DF8800  ___________________________________________________________________
 DF8800* NAD 83(1996)-  47 39 58.44256(N)    094 11 03.60011(W)     ADJUSTED  
 DF8800* NAVD 88     -       413.254  (meters)    1355.82   (feet)  ADJUSTED  
 DF8800  ___________________________________________________________________
 DF8800  X           -    -314,005.760 (meters)                     COMP
 DF8800  Y           -  -4,292,011.865 (meters)                     COMP
 DF8800  Z           -   4,692,248.894 (meters)                     COMP
 DF8800  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 DF8800  ELLIP HEIGHT-         384.85  (meters)          (10/23/03) GPS OBS
 DF8800  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DF8800  DYNAMIC HT  -         413.317 (meters)    1356.02  (feet)  COMP
 DF8800  MODELED GRAV-     980,750.9   (mgal)                       NAVD 88
 DF8800
 DF8800  HORZ ORDER  -  FIRST
 DF8800  VERT ORDER  -  SECOND    CLASS I
 DF8800  ELLP ORDER  -  FOURTH    CLASS I
 DF8800
 DF8800.The horizontal coordinates were established by GPS observations
 DF8800.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8800
 DF8800.The orthometric height was determined by differential leveling
 DF8800.and adjusted by the National Geodetic Survey in September 2006..
 DF8800
 DF8800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8800
 DF8800.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8800
 DF8800.The ellipsoidal height was determined by GPS observations
 DF8800.and is referenced to NAD 83.
 DF8800
 DF8800.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8800;SPC MN N     -   230,224.937   718,570.915   MT  0.99990716   -0 48 13.4
 DF8800;UTM  15      - 5,279,883.971   411,086.302   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  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: 15TVN1108679884(NAD 83)
 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: RECESSED 3 CENTIMETERS
 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 - 2001
 DF8800_ROD/PIPE-DEPTH:  7.6 meters
 DF8800
 DF8800  HISTORY     - Date     Condition        Report By
 DF8800  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8985 ***********************************************************************
 DH8985  DESIGNATION -  3109 U
 DH8985  PID         -  DH8985
 DH8985  STATE/COUNTY-  MN/ITASCA
 DH8985  USGS QUAD   -  SQUAW LAKE (1996)
 DH8985
 DH8985                         *CURRENT SURVEY CONTROL
 DH8985  ___________________________________________________________________
 DH8985* NAD 83(1986)-  47 40 31.     (N)    094 11 52.     (W)     SCALED    
 DH8985* NAVD 88     -       415.727  (meters)    1363.93   (feet)  ADJUSTED  
 DH8985  ___________________________________________________________________
 DH8985  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DH8985  DYNAMIC HT  -         415.790 (meters)    1364.14  (feet)  COMP
 DH8985  MODELED GRAV-     980,750.1   (mgal)                       NAVD 88
 DH8985
 DH8985  VERT ORDER  -  SECOND    CLASS I
 DH8985
 DH8985.The horizontal coordinates were scaled from a topographic map and have
 DH8985.an estimated accuracy of +/- 6 seconds.
 DH8985
 DH8985.The orthometric height was determined by differential leveling
 DH8985.and adjusted by the National Geodetic Survey in September 2006..
 DH8985
 DH8985.The geoid height was determined by GEOID03.
 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     -   231,250.      717,580.      MT  (+/- 180 meters Scaled)
 DH8985
 DH8985                          SUPERSEDED SURVEY CONTROL
 DH8985
 DH8985.No superseded survey control is available for this station.
 DH8985
 DH8985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN100809(NAD 83)
 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 = OCTOBER  6, 2006
 DF8801 ***********************************************************************
 DF8801  DESIGNATION -  3109 V
 DF8801  PID         -  DF8801
 DF8801  STATE/COUNTY-  MN/ITASCA
 DF8801  USGS QUAD   -  SQUAW LAKE (1996)
 DF8801
 DF8801                         *CURRENT SURVEY CONTROL
 DF8801  ___________________________________________________________________
 DF8801* NAD 83(1996)-  47 41 11.45264(N)    094 12 46.12473(W)     ADJUSTED  
 DF8801* NAVD 88     -       414.107  (meters)    1358.62   (feet)  ADJUSTED  
 DF8801  ___________________________________________________________________
 DF8801  X           -    -316,016.645 (meters)                     COMP
 DF8801  Y           -  -4,290,193.087 (meters)                     COMP
 DF8801  Z           -   4,693,767.870 (meters)                     COMP
 DF8801  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 DF8801  ELLIP HEIGHT-         385.71  (meters)          (10/23/03) GPS OBS
 DF8801  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DF8801  DYNAMIC HT  -         414.169 (meters)    1358.82  (feet)  COMP
 DF8801  MODELED GRAV-     980,748.7   (mgal)                       NAVD 88
 DF8801
 DF8801  HORZ ORDER  -  FIRST
 DF8801  VERT ORDER  -  SECOND    CLASS I
 DF8801  ELLP ORDER  -  FOURTH    CLASS I
 DF8801
 DF8801.The horizontal coordinates were established by GPS observations
 DF8801.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8801
 DF8801.The orthometric height was determined by differential leveling
 DF8801.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF8801
 DF8801.The ellipsoidal height was determined by GPS observations
 DF8801.and is referenced to NAD 83.
 DF8801
 DF8801.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8801;SPC MN N     -   232,509.764   716,464.855   MT  0.99990618   -0 49 29.4
 DF8801;UTM  15      - 5,282,170.966   408,983.548   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  =   0.99984573
 DF8801!UTM  15      -   0.99993955  x   0.99970180  =   0.99964137
 DF8801
 DF8801                          SUPERSEDED SURVEY CONTROL
 DF8801
 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: 15TVN0898482171(NAD 83)
 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 = OCTOBER  6, 2006
 DF8802 ***********************************************************************
 DF8802  DESIGNATION -  3109 W
 DF8802  PID         -  DF8802
 DF8802  STATE/COUNTY-  MN/ITASCA
 DF8802  USGS QUAD   -  ALVWOOD (1996)
 DF8802
 DF8802                         *CURRENT SURVEY CONTROL
 DF8802  ___________________________________________________________________
 DF8802* NAD 83(1996)-  47 42 55.23182(N)    094 15 18.81536(W)     ADJUSTED  
 DF8802* NAVD 88     -       419.772  (meters)    1377.20   (feet)  ADJUSTED  
 DF8802  ___________________________________________________________________
 DF8802  X           -    -319,016.806 (meters)                     COMP
 DF8802  Y           -  -4,287,597.475 (meters)                     COMP
 DF8802  Z           -   4,695,929.266 (meters)                     COMP
 DF8802  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 DF8802  ELLIP HEIGHT-         391.36  (meters)          (10/23/03) GPS OBS
 DF8802  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DF8802  DYNAMIC HT  -         419.833 (meters)    1377.40  (feet)  COMP
 DF8802  MODELED GRAV-     980,743.6   (mgal)                       NAVD 88
 DF8802
 DF8802  HORZ ORDER  -  FIRST
 DF8802  VERT ORDER  -  SECOND    CLASS I
 DF8802  ELLP ORDER  -  FOURTH    CLASS I
 DF8802
 DF8802.The horizontal coordinates were established by GPS observations
 DF8802.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8802
 DF8802.The orthometric height was determined by differential leveling
 DF8802.and adjusted by the National Geodetic Survey in September 2006..
 DF8802
 DF8802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8802
 DF8802.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8802
 DF8802.The ellipsoidal height was determined by GPS observations
 DF8802.and is referenced to NAD 83.
 DF8802
 DF8802.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8802;SPC MN N     -   235,760.989   713,329.099   MT  0.99990500   -0 51 22.6
 DF8802;UTM  15      - 5,285,425.491   405,852.521   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  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: 15TVN0585385425(NAD 83)
 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 - 2001
 DF8802_ROD/PIPE-DEPTH: 12.2 meters
 DF8802
 DF8802  HISTORY     - Date     Condition        Report By
 DF8802  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8803 ***********************************************************************
 DF8803  DESIGNATION -  3109 X
 DF8803  PID         -  DF8803
 DF8803  STATE/COUNTY-  MN/ITASCA
 DF8803  USGS QUAD   -  ALVWOOD (1996)
 DF8803
 DF8803                         *CURRENT SURVEY CONTROL
 DF8803  ___________________________________________________________________
 DF8803* NAD 83(1996)-  47 44 21.71741(N)    094 16 04.34508(W)     ADJUSTED  
 DF8803* NAVD 88     -       416.976  (meters)    1368.03   (feet)  ADJUSTED  
 DF8803  ___________________________________________________________________
 DF8803  X           -    -319,815.980 (meters)                     COMP
 DF8803  Y           -  -4,285,553.960 (meters)                     COMP
 DF8803  Z           -   4,697,724.033 (meters)                     COMP
 DF8803  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 DF8803  ELLIP HEIGHT-         388.56  (meters)          (10/23/03) GPS OBS
 DF8803  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DF8803  DYNAMIC HT  -         417.035 (meters)    1368.22  (feet)  COMP
 DF8803  MODELED GRAV-     980,740.7   (mgal)                       NAVD 88
 DF8803
 DF8803  HORZ ORDER  -  FIRST
 DF8803  VERT ORDER  -  SECOND    CLASS I
 DF8803  ELLP ORDER  -  FOURTH    CLASS I
 DF8803
 DF8803.The horizontal coordinates were established by GPS observations
 DF8803.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8803
 DF8803.The orthometric height was determined by differential leveling
 DF8803.and adjusted by the National Geodetic Survey in September 2006..
 DF8803
 DF8803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8803
 DF8803.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8803
 DF8803.The ellipsoidal height was determined by GPS observations
 DF8803.and is referenced to NAD 83.
 DF8803
 DF8803.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8803;SPC MN N     -   238,445.771   712,420.669   MT  0.99990422   -0 51 56.3
 DF8803;UTM  15      - 5,288,110.899   404,947.669   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  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: 15TVN0494888111(NAD 83)
 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 = OCTOBER  6, 2006
 DF8804 ***********************************************************************
 DF8804  DESIGNATION -  3109 Y
 DF8804  PID         -  DF8804
 DF8804  STATE/COUNTY-  MN/ITASCA
 DF8804  USGS QUAD   -  NORTHOME SOUTH (1996)
 DF8804
 DF8804                         *CURRENT SURVEY CONTROL
 DF8804  ___________________________________________________________________
 DF8804* NAD 83(1996)-  47 46 12.58800(N)    094 16 02.98232(W)     ADJUSTED  
 DF8804* NAVD 88     -       431.118  (meters)    1414.43   (feet)  ADJUSTED  
 DF8804  ___________________________________________________________________
 DF8804  X           -    -319,599.735 (meters)                     COMP
 DF8804  Y           -  -4,283,037.553 (meters)                     COMP
 DF8804  Z           -   4,700,036.760 (meters)                     COMP
 DF8804  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 DF8804  ELLIP HEIGHT-         402.69  (meters)          (10/23/03) GPS OBS
 DF8804  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DF8804  DYNAMIC HT  -         431.178 (meters)    1414.62  (feet)  COMP
 DF8804  MODELED GRAV-     980,739.4   (mgal)                       NAVD 88
 DF8804
 DF8804  HORZ ORDER  -  FIRST
 DF8804  VERT ORDER  -  SECOND    CLASS I
 DF8804  ELLP ORDER  -  FOURTH    CLASS I
 DF8804
 DF8804.The horizontal coordinates were established by GPS observations
 DF8804.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8804
 DF8804.The orthometric height was determined by differential leveling
 DF8804.and adjusted by the National Geodetic Survey in September 2006..
 DF8804
 DF8804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8804
 DF8804.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8804
 DF8804.The ellipsoidal height was determined by GPS observations
 DF8804.and is referenced to NAD 83.
 DF8804
 DF8804.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8804;SPC MN N     -   241,868.847   712,500.765   MT  0.99990346   -0 51 55.3
 DF8804;UTM  15      - 5,291,533.210   405,032.110   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  =   0.99984035
 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  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_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 - 2001
 DF8804_ROD/PIPE-DEPTH:  3.0 meters
 DF8804
 DF8804  HISTORY     - Date     Condition        Report By
 DF8804  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8805 ***********************************************************************
 DF8805  DESIGNATION -  3109 Z
 DF8805  PID         -  DF8805
 DF8805  STATE/COUNTY-  MN/ITASCA
 DF8805  USGS QUAD   -  NORTHOME SOUTH (1996)
 DF8805
 DF8805                         *CURRENT SURVEY CONTROL
 DF8805  ___________________________________________________________________
 DF8805* NAD 83(1996)-  47 46 50.55843(N)    094 16 12.95091(W)     ADJUSTED  
 DF8805* NAVD 88     -       426.343  (meters)    1398.76   (feet)  ADJUSTED  
 DF8805  ___________________________________________________________________
 DF8805  X           -    -319,741.823 (meters)                     COMP
 DF8805  Y           -  -4,282,152.832 (meters)                     COMP
 DF8805  Z           -   4,700,821.373 (meters)                     COMP
 DF8805  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 DF8805  ELLIP HEIGHT-         397.90  (meters)          (10/23/03) GPS OBS
 DF8805  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DF8805  DYNAMIC HT  -         426.403 (meters)    1398.96  (feet)  COMP
 DF8805  MODELED GRAV-     980,739.1   (mgal)                       NAVD 88
 DF8805
 DF8805  HORZ ORDER  -  FIRST
 DF8805  VERT ORDER  -  SECOND    CLASS I
 DF8805  ELLP ORDER  -  FOURTH    CLASS I
 DF8805
 DF8805.The horizontal coordinates were established by GPS observations
 DF8805.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8805
 DF8805.The orthometric height was determined by differential leveling
 DF8805.and adjusted by the National Geodetic Survey in September 2006..
 DF8805
 DF8805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8805
 DF8805.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8805
 DF8805.The ellipsoidal height was determined by GPS observations
 DF8805.and is referenced to NAD 83.
 DF8805
 DF8805.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF8805;SPC MN N     -   243,044.453   712,311.003   MT  0.99990327   -0 52 02.7
 DF8805;UTM  15      - 5,292,708.832   404,843.888   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  =   0.99984091
 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  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: 15TVN0484492709(NAD 83)
 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: RECESSED 3 CENTIMETERS
 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 - 2001
 DF8805_ROD/PIPE-DEPTH:  3.0 meters
 DF8805
 DF8805  HISTORY     - Date     Condition        Report By
 DF8805  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5801 ***********************************************************************
 DG5801  DESIGNATION -  3110 A
 DG5801  PID         -  DG5801
 DG5801  STATE/COUNTY-  MN/ITASCA
 DG5801  USGS QUAD   -  SWAN RIVER (1970)
 DG5801
 DG5801                         *CURRENT SURVEY CONTROL
 DG5801  ___________________________________________________________________
 DG5801* NAD 83(1986)-  47 02 03.     (N)    093 14 30.     (W)     SCALED    
 DG5801* NAVD 88     -       386.682  (meters)    1268.64   (feet)  ADJUSTED  
 DG5801  ___________________________________________________________________
 DG5801  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DG5801  DYNAMIC HT  -         386.708 (meters)    1268.72  (feet)  COMP
 DG5801  MODELED GRAV-     980,669.7   (mgal)                       NAVD 88
 DG5801
 DG5801  VERT ORDER  -  SECOND    CLASS I
 DG5801
 DG5801.The horizontal coordinates were scaled from a topographic map and have
 DG5801.an estimated accuracy of +/- 6 seconds.
 DG5801
 DG5801.The orthometric height was determined by differential leveling
 DG5801.and adjusted by the National Geodetic Survey in December 2004..
 DG5801
 DG5801.The geoid height was determined by GEOID03.
 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     -   159,400.      789,230.      MT  (+/- 180 meters Scaled)
 DG5801
 DG5801                          SUPERSEDED SURVEY CONTROL
 DG5801
 DG5801.No superseded survey control is available for this station.
 DG5801
 DG5801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN816089(NAD 83)
 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 - 2000
 DG5801_ROD/PIPE-DEPTH:  6.1 meters
 DG5801
 DG5801  HISTORY     - Date     Condition        Report By
 DG5801  HISTORY     - 2000     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5803 ***********************************************************************
 DG5803  DESIGNATION -  3110 B
 DG5803  PID         -  DG5803
 DG5803  STATE/COUNTY-  MN/ITASCA
 DG5803  USGS QUAD   -  SWAN RIVER (1970)
 DG5803
 DG5803                         *CURRENT SURVEY CONTROL
 DG5803  ___________________________________________________________________
 DG5803* NAD 83(1986)-  47 03 03.     (N)    093 13 43.     (W)     SCALED    
 DG5803* NAVD 88     -       385.147  (meters)    1263.60   (feet)  ADJUSTED  
 DG5803  ___________________________________________________________________
 DG5803  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG5803  DYNAMIC HT  -         385.174 (meters)    1263.69  (feet)  COMP
 DG5803  MODELED GRAV-     980,670.7   (mgal)                       NAVD 88
 DG5803
 DG5803  VERT ORDER  -  SECOND    CLASS I
 DG5803
 DG5803.The horizontal coordinates were scaled from a topographic map and have
 DG5803.an estimated accuracy of +/- 6 seconds.
 DG5803
 DG5803.The orthometric height was determined by differential leveling
 DG5803.and adjusted by the National Geodetic Survey in December 2004..
 DG5803
 DG5803.The geoid height was determined by GEOID03.
 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     -   161,250.      790,230.      MT  (+/- 180 meters Scaled)
 DG5803
 DG5803                          SUPERSEDED SURVEY CONTROL
 DG5803
 DG5803.No superseded survey control is available for this station.
 DG5803
 DG5803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN826108(NAD 83)
 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 = OCTOBER  6, 2006
 DG5805 ***********************************************************************
 DG5805  DESIGNATION -  3110 BA
 DG5805  PID         -  DG5805
 DG5805  STATE/COUNTY-  MN/ITASCA
 DG5805  USGS QUAD   -  SWAN RIVER (1970)
 DG5805
 DG5805                         *CURRENT SURVEY CONTROL
 DG5805  ___________________________________________________________________
 DG5805* NAD 83(1986)-  47 03 16.     (N)    093 13 56.     (W)     SCALED    
 DG5805* NAVD 88     -       384.252  (meters)    1260.67   (feet)  ADJUSTED  
 DG5805  ___________________________________________________________________
 DG5805  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG5805  DYNAMIC HT  -         384.278 (meters)    1260.75  (feet)  COMP
 DG5805  MODELED GRAV-     980,671.0   (mgal)                       NAVD 88
 DG5805
 DG5805  VERT ORDER  -  SECOND    CLASS I
 DG5805
 DG5805.The horizontal coordinates were scaled from a topographic map and have
 DG5805.an estimated accuracy of +/- 6 seconds.
 DG5805
 DG5805.The orthometric height was determined by differential leveling
 DG5805.and adjusted by the National Geodetic Survey in December 2004..
 DG5805.No vertical observational check was made to the station.
 DG5805
 DG5805.The geoid height was determined by GEOID03.
 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     -   161,650.      789,950.      MT  (+/- 180 meters Scaled)
 DG5805
 DG5805                          SUPERSEDED SURVEY CONTROL
 DG5805
 DG5805.No superseded survey control is available for this station.
 DG5805
 DG5805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN823112(NAD 83)
 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: MN-061
 DG5805_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5805+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2001
 DG5805
 DG5805  HISTORY     - Date     Condition        Report By
 DG5805  HISTORY     - UNK      MONUMENTED       MNDT
 DG5805  HISTORY     - 20010620 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5806 ***********************************************************************
 DG5806  DESIGNATION -  3110 C
 DG5806  PID         -  DG5806
 DG5806  STATE/COUNTY-  MN/ITASCA
 DG5806  USGS QUAD   -  SWAN RIVER (1970)
 DG5806
 DG5806                         *CURRENT SURVEY CONTROL
 DG5806  ___________________________________________________________________
 DG5806* NAD 83(1986)-  47 03 40.     (N)    093 13 08.     (W)     SCALED    
 DG5806* NAVD 88     -       388.599  (meters)    1274.93   (feet)  ADJUSTED  
 DG5806  ___________________________________________________________________
 DG5806  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DG5806  DYNAMIC HT  -         388.626 (meters)    1275.02  (feet)  COMP
 DG5806  MODELED GRAV-     980,671.2   (mgal)                       NAVD 88
 DG5806
 DG5806  VERT ORDER  -  SECOND    CLASS I
 DG5806
 DG5806.The horizontal coordinates were scaled from a topographic map and have
 DG5806.an estimated accuracy of +/- 6 seconds.
 DG5806
 DG5806.The orthometric height was determined by differential leveling
 DG5806.and adjusted by the National Geodetic Survey in December 2004..
 DG5806
 DG5806.The geoid height was determined by GEOID03.
 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     -   162,390.      790,970.      MT  (+/- 180 meters Scaled)
 DG5806
 DG5806                          SUPERSEDED SURVEY CONTROL
 DG5806
 DG5806.No superseded survey control is available for this station.
 DG5806
 DG5806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN833119(NAD 83)
 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 - 2000
 DG5806_ROD/PIPE-DEPTH:  7.6 meters
 DG5806
 DG5806  HISTORY     - Date     Condition        Report By
 DG5806  HISTORY     - 2000     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5807 ***********************************************************************
 DG5807  DESIGNATION -  3110 D
 DG5807  PID         -  DG5807
 DG5807  STATE/COUNTY-  MN/ITASCA
 DG5807  USGS QUAD   -  SWAN RIVER (1970)
 DG5807
 DG5807                         *CURRENT SURVEY CONTROL
 DG5807  ___________________________________________________________________
 DG5807* NAD 83(1986)-  47 04 25.     (N)    093 12 27.     (W)     SCALED    
 DG5807* NAVD 88     -       391.354  (meters)    1283.97   (feet)  ADJUSTED  
 DG5807  ___________________________________________________________________
 DG5807  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DG5807  DYNAMIC HT  -         391.381 (meters)    1284.06  (feet)  COMP
 DG5807  MODELED GRAV-     980,671.6   (mgal)                       NAVD 88
 DG5807
 DG5807  VERT ORDER  -  SECOND    CLASS I
 DG5807
 DG5807.The horizontal coordinates were scaled from a topographic map and have
 DG5807.an estimated accuracy of +/- 6 seconds.
 DG5807
 DG5807.The orthometric height was determined by differential leveling
 DG5807.and adjusted by the National Geodetic Survey in December 2004..
 DG5807
 DG5807.The geoid height was determined by GEOID03.
 DG5807
 DG5807.The dynamic height is computed by dividing the NAVD 88
 DG5807.geopotential number by the normal gravity value computed on the
 DG5807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5807.degrees latitude (g = 980.6199 gals.).
 DG5807
 DG5807.The modeled gravity was interpolated from observed gravity values.
 DG5807
 DG5807;                    North         East    Units  Estimated Accuracy
 DG5807;SPC MN N     -   163,780.      791,840.      MT  (+/- 180 meters Scaled)
 DG5807
 DG5807                          SUPERSEDED SURVEY CONTROL
 DG5807
 DG5807.No superseded survey control is available for this station.
 DG5807
 DG5807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN842133(NAD 83)
 DG5807_MARKER: DD = SURVEY DISK
 DG5807_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5807_STAMPING: 3110 D 2000
 DG5807_MARK LOGO: MNDT  
 DG5807_PROJECTION: RECESSED 3 CENTIMETERS
 DG5807_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5807+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5807_ROD/PIPE-DEPTH: 10.7 meters
 DG5807
 DG5807  HISTORY     - Date     Condition        Report By
 DG5807  HISTORY     - 2000     MONUMENTED       MNDT
 DG5807
 DG5807                          STATION DESCRIPTION
 DG5807
 DG5807'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5807'THE MARK IS 1.0 MI (1.6 KM) SOUTH OF SWAN RIVER, 1.05 MI (1.69 KM)
 DG5807'SOUTH ALONG TH 65 FROM THE JCT OF TH 65 AND TH 2 IN SWAN RIVER, AT TH
 DG5807'65 MP 152.65, 56.0 FT (17.1 M) NW TH 65, 11.0 FT (3.4 M) SW OF ENT,
 DG5807'3.7 FT (1.1 M) SE OF GATE POST, 1.4 FT (0.4 M) NE OF WIT POST,
 DG5807'RECESSED 1 INCH, MAGNETIC, AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1944 ***********************************************************************
 SJ1944  DESIGNATION -  3111 A
 SJ1944  PID         -  SJ1944
 SJ1944  STATE/COUNTY-  MN/ITASCA
 SJ1944  USGS QUAD   -  PENGILLY (1969)
 SJ1944
 SJ1944                         *CURRENT SURVEY CONTROL
 SJ1944  ___________________________________________________________________
 SJ1944* NAD 83(1986)-  47 20 18.     (N)    093 12 07.     (W)     SCALED    
 SJ1944* NAVD 88     -       428.655  (meters)    1406.35   (feet)  ADJUSTED  
 SJ1944  ___________________________________________________________________
 SJ1944  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 SJ1944  DYNAMIC HT  -         428.694 (meters)    1406.47  (feet)  COMP
 SJ1944  MODELED GRAV-     980,691.7   (mgal)                       NAVD 88
 SJ1944
 SJ1944  VERT ORDER  -  SECOND    CLASS I
 SJ1944
 SJ1944.The horizontal coordinates were scaled from a topographic map and have
 SJ1944.an estimated accuracy of +/- 6 seconds.
 SJ1944
 SJ1944.The orthometric height was determined by differential leveling
 SJ1944.and adjusted by the National Geodetic Survey in June 1991..
 SJ1944
 SJ1944.The geoid height was determined by GEOID03.
 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     -   193,210.      792,300.      MT  (+/- 180 meters Scaled)
 SJ1944
 SJ1944                          SUPERSEDED SURVEY CONTROL
 SJ1944
 SJ1944.No superseded survey control is available for this station.
 SJ1944
 SJ1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN847427(NAD 83)
 SJ1944_MARKER: DD = SURVEY DISK
 SJ1944_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1944_SP_SET: ABUTMENT
 SJ1944_STAMPING: 3111 A 1977
 SJ1944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1944
 SJ1944  HISTORY     - Date     Condition        Report By
 SJ1944  HISTORY     - 1977     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1942 ***********************************************************************
 SJ1942  DESIGNATION -  3111 B
 SJ1942  PID         -  SJ1942
 SJ1942  STATE/COUNTY-  MN/ITASCA
 SJ1942  USGS QUAD   -  PENGILLY (1969)
 SJ1942
 SJ1942                         *CURRENT SURVEY CONTROL
 SJ1942  ___________________________________________________________________
 SJ1942* NAD 83(1986)-  47 19 59.     (N)    093 11 48.     (W)     SCALED    
 SJ1942* NAVD 88     -       413.887  (meters)    1357.89   (feet)  ADJUSTED  
 SJ1942  ___________________________________________________________________
 SJ1942  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 SJ1942  DYNAMIC HT  -         413.925 (meters)    1358.02  (feet)  COMP
 SJ1942  MODELED GRAV-     980,692.7   (mgal)                       NAVD 88
 SJ1942
 SJ1942  VERT ORDER  -  SECOND    CLASS I
 SJ1942
 SJ1942.The horizontal coordinates were scaled from a topographic map and have
 SJ1942.an estimated accuracy of +/- 6 seconds.
 SJ1942
 SJ1942.The orthometric height was determined by differential leveling
 SJ1942.and adjusted by the National Geodetic Survey in June 1991..
 SJ1942
 SJ1942.The geoid height was determined by GEOID03.
 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     -   192,620.      792,690.      MT  (+/- 180 meters Scaled)
 SJ1942
 SJ1942                          SUPERSEDED SURVEY CONTROL
 SJ1942
 SJ1942.No superseded survey control is available for this station.
 SJ1942
 SJ1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN851421(NAD 83)
 SJ1942_MARKER: DD = SURVEY DISK
 SJ1942_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1942_SP_SET: ABUTMENT
 SJ1942_STAMPING: 3111 B 1977
 SJ1942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1942
 SJ1942  HISTORY     - Date     Condition        Report By
 SJ1942  HISTORY     - 1977     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1943 ***********************************************************************
 SJ1943  DESIGNATION -  3111 C
 SJ1943  PID         -  SJ1943
 SJ1943  STATE/COUNTY-  MN/ITASCA
 SJ1943  USGS QUAD   -  PENGILLY (1969)
 SJ1943
 SJ1943                         *CURRENT SURVEY CONTROL
 SJ1943  ___________________________________________________________________
 SJ1943* NAD 83(1986)-  47 19 32.     (N)    093 11 49.     (W)     SCALED    
 SJ1943* NAVD 88     -       410.123  (meters)    1345.55   (feet)  ADJUSTED  
 SJ1943  ___________________________________________________________________
 SJ1943  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 SJ1943  DYNAMIC HT  -         410.161 (meters)    1345.67  (feet)  COMP
 SJ1943  MODELED GRAV-     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
 SJ1943.and adjusted by the National Geodetic Survey in June 1991..
 SJ1943
 SJ1943.The geoid height was determined by GEOID03.
 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.      792,670.      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: 15TVN851413(NAD 83)
 SJ1943_MARKER: DD = SURVEY DISK
 SJ1943_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SJ1943_SP_SET: CULVERT
 SJ1943_STAMPING: 3111 C 1977
 SJ1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ1943+STABILITY: SURFACE MOTION
 SJ1943
 SJ1943  HISTORY     - Date     Condition        Report By
 SJ1943  HISTORY     - 1977     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0155 ***********************************************************************
 RO0155  DESIGNATION -  311/2 BOLT
 RO0155  PID         -  RO0155
 RO0155  STATE/COUNTY-  MN/CROW WING
 RO0155  USGS QUAD   -  BAXTER (1994)
 RO0155
 RO0155                         *CURRENT SURVEY CONTROL
 RO0155  ___________________________________________________________________
 RO0155* NAD 83(1986)-  46 18 13.     (N)    094 17 58.     (W)     SCALED    
 RO0155* NAVD 88     -       358.70   (+/-2cm)    1176.8    (feet)  VERTCON   
 RO0155  ___________________________________________________________________
 RO0155  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 RO0155
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0155
 RO0155.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 RO0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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             NGS
 RO0155
 RO0155                          STATION DESCRIPTION
 RO0155
 RO0155'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0154 ***********************************************************************
 RO0154  DESIGNATION -  311/2 CAP
 RO0154  PID         -  RO0154
 RO0154  STATE/COUNTY-  MN/CROW WING
 RO0154  USGS QUAD   -  BAXTER (1994)
 RO0154
 RO0154                         *CURRENT SURVEY CONTROL
 RO0154  ___________________________________________________________________
 RO0154* NAD 83(1986)-  46 18 13.     (N)    094 17 58.     (W)     SCALED    
 RO0154* NAVD 88     -       359.91   (+/-2cm)    1180.8    (feet)  VERTCON   
 RO0154  ___________________________________________________________________
 RO0154  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 RO0154
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0154
 RO0154.The geoid height was determined by GEOID03.
 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_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             NGS
 RO0154
 RO0154                          STATION DESCRIPTION
 RO0154
 RO0154'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 SK1155 ***********************************************************************
 SK1155  DESIGNATION -  3114 D RESET
 SK1155  PID         -  SK1155
 SK1155  STATE/COUNTY-  MN/ITASCA
 SK1155  USGS QUAD   -  FUNKLEY (1971)
 SK1155
 SK1155                         *CURRENT SURVEY CONTROL
 SK1155  ___________________________________________________________________
 SK1155* NAD 83(1986)-  47 49 30.     (N)    094 22 43.     (W)     SCALED    
 SK1155* NAVD 88     -       424.14   (meters)    1391.5    (feet)  RESET     
 SK1155  ___________________________________________________________________
 SK1155  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 SK1155
 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.No vertical observational check was made to the station.
 SK1155
 SK1155.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF9168 ***********************************************************************
 DF9168  DESIGNATION -  3114 E RESET
 DF9168  PID         -  DF9168
 DF9168  STATE/COUNTY-  MN/ITASCA
 DF9168  USGS QUAD   -  NORTHOME SOUTH (1996)
 DF9168
 DF9168                         *CURRENT SURVEY CONTROL
 DF9168  ___________________________________________________________________
 DF9168* NAD 83(1996)-  47 49 42.33748(N)    094 21 54.04418(W)     ADJUSTED  
 DF9168* NAVD 88     -       427.4    (meters)    1402.     (feet)  GPS OBS   
 DF9168  ___________________________________________________________________
 DF9168  X           -    -326,523.523 (meters)                     COMP
 DF9168  Y           -  -4,277,699.626 (meters)                     COMP
 DF9168  Z           -   4,704,385.931 (meters)                     COMP
 DF9168  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 DF9168  ELLIP HEIGHT-         399.10  (meters)          (11/24/03) GPS OBS
 DF9168  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DF9168
 DF9168  HORZ ORDER  -  FIRST
 DF9168  ELLP ORDER  -  FOURTH    CLASS I
 DF9168
 DF9168.The horizontal coordinates were established by GPS observations
 DF9168.and adjusted by the MN DEPT OF TRANSP in November 2003..
 DF9168
 DF9168.The orthometric height was determined by GPS observations and a
 DF9168.high-resolution geoid model.
 DF9168
 DF9168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9168
 DF9168.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9168
 DF9168.The ellipsoidal height was determined by GPS observations
 DF9168.and is referenced to NAD 83.
 DF9168
 DF9168.The geoid height was determined by GEOID03.
 DF9168
 DF9168;                    North         East     Units Scale Factor Converg.
 DF9168;SPC MN N     -   248,460.483   705,298.858   MT  0.99990282   -0 56 15.5
 DF9168;UTM  15      - 5,298,132.886   397,840.002   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.No superseded survey control is available for this station.
 DF9168
 DF9168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9784098133(NAD 83)
 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 - May 08, 2003
 DF9168_ROD/PIPE-DEPTH:  8.2 meters
 DF9168
 DF9168  HISTORY     - Date     Condition        Report By
 DF9168  HISTORY     - 1989     MONUMENTED       MNDT
 DF9168  HISTORY     - 20030508 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1906 ***********************************************************************
 SJ1906  DESIGNATION -  3115 A
 SJ1906  PID         -  SJ1906
 SJ1906  STATE/COUNTY-  MN/ITASCA
 SJ1906  USGS QUAD   -  GRAND RAPIDS (1969)
 SJ1906
 SJ1906                         *CURRENT SURVEY CONTROL
 SJ1906  ___________________________________________________________________
 SJ1906* NAD 83(1996)-  47 13 55.12815(N)    093 31 41.62335(W)     ADJUSTED  
 SJ1906* NAVD 88     -       388.112  (meters)    1273.33   (feet)  ADJUSTED  
 SJ1906  ___________________________________________________________________
 SJ1906  X           -    -267,025.456 (meters)                     COMP
 SJ1906  Y           -  -4,330,810.035 (meters)                     COMP
 SJ1906  Z           -   4,659,578.675 (meters)                     COMP
 SJ1906  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 SJ1906  ELLIP HEIGHT-         358.83  (meters)          (12/27/02) GPS OBS
 SJ1906  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 SJ1906  DYNAMIC HT  -         388.145 (meters)    1273.44  (feet)  COMP
 SJ1906  MODELED GRAV-     980,686.9   (mgal)                       NAVD 88
 SJ1906
 SJ1906  HORZ ORDER  -  FIRST
 SJ1906  VERT ORDER  -  SECOND    CLASS I
 SJ1906  ELLP ORDER  -  FOURTH    CLASS I
 SJ1906
 SJ1906.The horizontal coordinates were established by GPS observations
 SJ1906.and adjusted by the MN DEPT OF TRANSP in December 2002..
 SJ1906
 SJ1906.The orthometric height was determined by differential leveling
 SJ1906.and adjusted by the National Geodetic Survey in June 1991..
 SJ1906
 SJ1906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SJ1906
 SJ1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 SJ1906
 SJ1906.The ellipsoidal height was determined by GPS observations
 SJ1906.and is referenced to NAD 83.
 SJ1906
 SJ1906.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SJ1906;SPC MN N     -   181,466.917   767,573.407   MT  0.99995789   -0 19 02.7
 SJ1906;UTM  15      - 5,231,079.045   460,015.301   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                                 378.998 METERS 02158     |
 SJ1906|---------------------------------------------------------------------|
 SJ1906
 SJ1906                          SUPERSEDED SURVEY CONTROL
 SJ1906
 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_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 = OCTOBER  6, 2006
 DF6964 ***********************************************************************
 DF6964  DESIGNATION -  3115 B
 DF6964  PID         -  DF6964
 DF6964  STATE/COUNTY-  MN/ITASCA
 DF6964  USGS QUAD   -  GRAND RAPIDS (1969)
 DF6964
 DF6964                         *CURRENT SURVEY CONTROL
 DF6964  ___________________________________________________________________
 DF6964* NAD 83(1996)-  47 11 04.61686(N)    093 32 20.79565(W)     ADJUSTED  
 DF6964* NAVD 88     -       428.26   (meters)    1405.0    (feet)  LEVELING  
 DF6964  ___________________________________________________________________
 DF6964  X           -    -268,088.161 (meters)                     COMP
 DF6964  Y           -  -4,334,643.514 (meters)                     COMP
 DF6964  Z           -   4,656,030.799 (meters)                     COMP
 DF6964  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 DF6964  ELLIP HEIGHT-         399.06  (meters)          (08/07/03) GPS OBS
 DF6964  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DF6964
 DF6964  HORZ ORDER  -  FIRST
 DF6964  VERT ORDER  -  THIRD ?
 DF6964  ELLP ORDER  -  THIRD     CLASS I
 DF6964
 DF6964.The horizontal coordinates were established by GPS observations
 DF6964.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6964
 DF6964.The orthometric height was determined by differential leveling.
 DF6964.The vertical network tie was performed by a horz. field party for horz.
 DF6964.obs reductions. Reset procedures were used to establish the elevation.
 DF6964
 DF6964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6964
 DF6964.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6964
 DF6964.The ellipsoidal height was determined by GPS observations
 DF6964.and is referenced to NAD 83.
 DF6964
 DF6964.The geoid height was determined by GEOID03.
 DF6964
 DF6964;                    North         East     Units Scale Factor Converg.
 DF6964;SPC MN N     -   176,206.107   766,719.552   MT  0.99996686   -0 19 31.7
 DF6964;UTM  15      - 5,225,821.086   459,155.297   MT  0.99962050   -0 23 43.7
 DF6964
 DF6964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6964!SPC MN N     -   0.99993745  x   0.99996686  =   0.99990431
 DF6964!UTM  15      -   0.99993745  x   0.99962050  =   0.99955798
 DF6964
 DF6964                          SUPERSEDED SURVEY CONTROL
 DF6964
 DF6964.No superseded survey control is available for this station.
 DF6964
 DF6964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5915525821(NAD 83)
 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 - 2002
 DF6964_ROD/PIPE-DEPTH:  4.6 meters
 DF6964
 DF6964  HISTORY     - Date     Condition        Report By
 DF6964  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6965 ***********************************************************************
 DF6965  DESIGNATION -  3115 C
 DF6965  PID         -  DF6965
 DF6965  STATE/COUNTY-  MN/ITASCA
 DF6965  USGS QUAD   -  GRAND RAPIDS (1969)
 DF6965
 DF6965                         *CURRENT SURVEY CONTROL
 DF6965  ___________________________________________________________________
 DF6965* NAD 83(1996)-  47 09 09.71828(N)    093 33 17.45692(W)     ADJUSTED  
 DF6965* NAVD 88     -       412.88   (meters)    1354.6    (feet)  LEVELING  
 DF6965  ___________________________________________________________________
 DF6965  X           -    -269,439.591 (meters)                     COMP
 DF6965  Y           -  -4,337,156.605 (meters)                     COMP
 DF6965  Z           -   4,653,607.148 (meters)                     COMP
 DF6965  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 DF6965  ELLIP HEIGHT-         383.73  (meters)          (08/07/03) GPS OBS
 DF6965  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DF6965
 DF6965  HORZ ORDER  -  FIRST
 DF6965  VERT ORDER  -  THIRD ?
 DF6965  ELLP ORDER  -  THIRD     CLASS I
 DF6965
 DF6965.The horizontal coordinates were established by GPS observations
 DF6965.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6965
 DF6965.The orthometric height was determined by differential leveling.
 DF6965.The vertical network tie was performed by a horz. field party for horz.
 DF6965.obs reductions. Reset procedures were used to establish the elevation.
 DF6965
 DF6965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6965
 DF6965.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6965
 DF6965.The ellipsoidal height was determined by GPS observations
 DF6965.and is referenced to NAD 83.
 DF6965
 DF6965.The geoid height was determined by GEOID03.
 DF6965
 DF6965;                    North         East     Units Scale Factor Converg.
 DF6965;SPC MN N     -   172,664.909   765,505.799   MT  0.99997328   -0 20 13.7
 DF6965;UTM  15      - 5,222,282.604   457,937.654   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.No superseded survey control is available for this station.
 DF6965
 DF6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5793822283(NAD 83)
 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 - 2002
 DF6965_ROD/PIPE-DEPTH: 15.2 meters
 DF6965
 DF6965  HISTORY     - Date     Condition        Report By
 DF6965  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6966 ***********************************************************************
 DF6966  DESIGNATION -  3115 D
 DF6966  PID         -  DF6966
 DF6966  STATE/COUNTY-  MN/ITASCA
 DF6966  USGS QUAD   -  MOUNTAIN ASH LAKE (1977)
 DF6966
 DF6966                         *CURRENT SURVEY CONTROL
 DF6966  ___________________________________________________________________
 DF6966* NAD 83(1996)-  47 07 25.09468(N)    093 34 22.80929(W)     ADJUSTED  
 DF6966* NAVD 88     -       416.90   (meters)    1367.8    (feet)  LEVELING  
 DF6966  ___________________________________________________________________
 DF6966  X           -    -270,961.523 (meters)                     COMP
 DF6966  Y           -  -4,339,437.593 (meters)                     COMP
 DF6966  Z           -   4,651,412.216 (meters)                     COMP
 DF6966  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 DF6966  ELLIP HEIGHT-         387.81  (meters)          (08/07/03) GPS OBS
 DF6966  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DF6966
 DF6966  HORZ ORDER  -  FIRST
 DF6966  VERT ORDER  -  THIRD ?
 DF6966  ELLP ORDER  -  THIRD     CLASS I
 DF6966
 DF6966.The horizontal coordinates were established by GPS observations
 DF6966.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6966
 DF6966.The orthometric height was determined by differential leveling.
 DF6966.The vertical network tie was performed by a horz. field party for horz.
 DF6966.obs reductions. Reset procedures were used to establish the elevation.
 DF6966
 DF6966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6966
 DF6966.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6966
 DF6966.The ellipsoidal height was determined by GPS observations
 DF6966.and is referenced to NAD 83.
 DF6966
 DF6966.The geoid height was determined by GEOID03.
 DF6966
 DF6966;                    North         East     Units Scale Factor Converg.
 DF6966;SPC MN N     -   169,442.371   764,109.351   MT  0.99997939   -0 21 02.2
 DF6966;UTM  15      - 5,219,062.902   456,537.795   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.No superseded survey control is available for this station.
 DF6966
 DF6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5653819063(NAD 83)
 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 - 2002
 DF6966_ROD/PIPE-DEPTH:  7.6 meters
 DF6966
 DF6966  HISTORY     - Date     Condition        Report By
 DF6966  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6967 ***********************************************************************
 DF6967  DESIGNATION -  3115 E
 DF6967  PID         -  DF6967
 DF6967  STATE/COUNTY-  MN/ITASCA
 DF6967  USGS QUAD   -  MOUNTAIN ASH LAKE (1977)
 DF6967
 DF6967                         *CURRENT SURVEY CONTROL
 DF6967  ___________________________________________________________________
 DF6967* NAD 83(1996)-  47 05 46.97527(N)    093 34 41.25399(W)     ADJUSTED  
 DF6967* NAVD 88     -       396.42   (meters)    1300.6    (feet)  LEVELING  
 DF6967  ___________________________________________________________________
 DF6967  X           -    -271,487.254 (meters)                     COMP
 DF6967  Y           -  -4,341,615.270 (meters)                     COMP
 DF6967  Z           -   4,649,334.871 (meters)                     COMP
 DF6967  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 DF6967  ELLIP HEIGHT-         367.36  (meters)          (08/07/03) GPS OBS
 DF6967  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DF6967
 DF6967  HORZ ORDER  -  FIRST
 DF6967  VERT ORDER  -  THIRD ?
 DF6967  ELLP ORDER  -  THIRD     CLASS I
 DF6967
 DF6967.The horizontal coordinates were established by GPS observations
 DF6967.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6967
 DF6967.The orthometric height was determined by differential leveling.
 DF6967.The vertical network tie was performed by a horz. field party for horz.
 DF6967.obs reductions. Reset procedures were used to establish the elevation.
 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 DEFLEC99 derived deflections.
 DF6967
 DF6967.The ellipsoidal height was determined by GPS observations
 DF6967.and is referenced to NAD 83.
 DF6967
 DF6967.The geoid height was determined by GEOID03.
 DF6967
 DF6967;                    North         East     Units Scale Factor Converg.
 DF6967;SPC MN N     -   166,414.810   763,701.850   MT  0.99998535   -0 21 15.8
 DF6967;UTM  15      - 5,216,036.923   456,126.785   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  =   0.99956610
 DF6967
 DF6967:                Primary Azimuth Mark                     Grid Az
 DF6967:SPC MN N     -  3115 F                                   195 20 34.3
 DF6967:UTM  15      -  3115 F                                   195 24 43.0
 DF6967
 DF6967|---------------------------------------------------------------------|
 DF6967| PID    Reference Object                     Distance      Geod. Az  |
 DF6967|                                                           dddmmss.s |
 DF6967| DF6968 3115 F                              APPROX. 1.7 KM 1945918.5 |
 DF6967|---------------------------------------------------------------------|
 DF6967
 DF6967                          SUPERSEDED SURVEY CONTROL
 DF6967
 DF6967.No superseded survey control is available for this station.
 DF6967
 DF6967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5612716037(NAD 83)
 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 20, 2005
 DF6967_ROD/PIPE-DEPTH:  9.1 meters
 DF6967
 DF6967  HISTORY     - Date     Condition        Report By
 DF6967  HISTORY     - 2002     MONUMENTED       MNDT
 DF6967  HISTORY     - 20050720 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 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6968 ***********************************************************************
 DF6968  DESIGNATION -  3115 F
 DF6968  PID         -  DF6968
 DF6968  STATE/COUNTY-  MN/ITASCA
 DF6968  USGS QUAD   -  MOUNTAIN ASH LAKE (1977)
 DF6968
 DF6968                         *CURRENT SURVEY CONTROL
 DF6968  ___________________________________________________________________
 DF6968* NAD 83(1996)-  47 04 53.07801(N)    093 35 02.37866(W)     ADJUSTED  
 DF6968* NAVD 88     -       408.16   (meters)    1339.1    (feet)  LEVELING  
 DF6968  ___________________________________________________________________
 DF6968  X           -    -272,008.610 (meters)                     COMP
 DF6968  Y           -  -4,342,812.165 (meters)                     COMP
 DF6968  Z           -   4,648,210.186 (meters)                     COMP
 DF6968  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 DF6968  ELLIP HEIGHT-         379.13  (meters)          (08/07/03) GPS OBS
 DF6968  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DF6968
 DF6968  HORZ ORDER  -  FIRST
 DF6968  VERT ORDER  -  THIRD ?
 DF6968  ELLP ORDER  -  THIRD     CLASS I
 DF6968
 DF6968.The horizontal coordinates were established by GPS observations
 DF6968.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6968
 DF6968.The orthometric height was determined by differential leveling.
 DF6968.The vertical network tie was performed by a horz. field party for horz.
 DF6968.obs reductions. Reset procedures were used to establish the elevation.
 DF6968
 DF6968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6968
 DF6968.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6968
 DF6968.The ellipsoidal height was determined by GPS observations
 DF6968.and is referenced to NAD 83.
 DF6968
 DF6968.The geoid height was determined by GEOID03.
 DF6968
 DF6968;                    North         East     Units Scale Factor Converg.
 DF6968;SPC MN N     -   164,753.221   763,245.953   MT  0.99998872   -0 21 31.5
 DF6968;UTM  15      - 5,214,376.487   455,669.053   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 48.4
 DF6968:UTM  15      -  3115 G                                   184 53 56.5
 DF6968
 DF6968|---------------------------------------------------------------------|
 DF6968| PID    Reference Object                     Distance      Geod. Az  |
 DF6968|                                                           dddmmss.s |
 DF6968| DF6969 3115 G                              APPROX. 1.5 KM 1842816.9 |
 DF6968|---------------------------------------------------------------------|
 DF6968
 DF6968                          SUPERSEDED SURVEY CONTROL
 DF6968
 DF6968.No superseded survey control is available for this station.
 DF6968
 DF6968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5566914376(NAD 83)
 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 - 2002
 DF6968_ROD/PIPE-DEPTH: 10.7 meters
 DF6968
 DF6968  HISTORY     - Date     Condition        Report By
 DF6968  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6969 ***********************************************************************
 DF6969  DESIGNATION -  3115 G
 DF6969  PID         -  DF6969
 DF6969  STATE/COUNTY-  MN/ITASCA
 DF6969  USGS QUAD   -  MOUNTAIN ASH LAKE (1977)
 DF6969
 DF6969                         *CURRENT SURVEY CONTROL
 DF6969  ___________________________________________________________________
 DF6969* NAD 83(1996)-  47 04 05.66209(N)    093 35 07.80543(W)     ADJUSTED  
 DF6969* NAVD 88     -       411.80   (meters)    1351.0    (feet)  LEVELING  
 DF6969  ___________________________________________________________________
 DF6969  X           -    -272,190.081 (meters)                     COMP
 DF6969  Y           -  -4,343,877.655 (meters)                     COMP
 DF6969  Z           -   4,647,215.583 (meters)                     COMP
 DF6969  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 DF6969  ELLIP HEIGHT-         382.79  (meters)          (08/07/03) GPS OBS
 DF6969  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DF6969
 DF6969  HORZ ORDER  -  FIRST
 DF6969  VERT ORDER  -  THIRD ?
 DF6969  ELLP ORDER  -  THIRD     CLASS I
 DF6969
 DF6969.The horizontal coordinates were established by GPS observations
 DF6969.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6969
 DF6969.The orthometric height was determined by differential leveling.
 DF6969.The vertical network tie was performed by a horz. field party for horz.
 DF6969.obs reductions. Reset procedures were used to establish the elevation.
 DF6969
 DF6969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6969
 DF6969.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6969
 DF6969.The ellipsoidal height was determined by GPS observations
 DF6969.and is referenced to NAD 83.
 DF6969
 DF6969.The geoid height was determined by GEOID03.
 DF6969
 DF6969;                    North         East     Units Scale Factor Converg.
 DF6969;SPC MN N     -   163,289.722   763,122.285   MT  0.99999174   -0 21 35.5
 DF6969;UTM  15      - 5,212,913.673   455,543.671   MT  0.99962429   -0 25 43.3
 DF6969
 DF6969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6969!SPC MN N     -   0.99994000  x   0.99999174  =   0.99993174
 DF6969!UTM  15      -   0.99994000  x   0.99962429  =   0.99956431
 DF6969
 DF6969:                Primary Azimuth Mark                     Grid Az
 DF6969:SPC MN N     -  3115 F                                   004 49 48.5
 DF6969:UTM  15      -  3115 F                                   004 53 56.3
 DF6969
 DF6969|---------------------------------------------------------------------|
 DF6969| PID    Reference Object                     Distance      Geod. Az  |
 DF6969|                                                           dddmmss.s |
 DF6969| DF6968 3115 F                              APPROX. 1.5 KM 0042813.0 |
 DF6969|---------------------------------------------------------------------|
 DF6969
 DF6969                          SUPERSEDED SURVEY CONTROL
 DF6969
 DF6969.No superseded survey control is available for this station.
 DF6969
 DF6969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5554412914(NAD 83)
 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 - 2002
 DF6969_ROD/PIPE-DEPTH:  4.6 meters
 DF6969
 DF6969  HISTORY     - Date     Condition        Report By
 DF6969  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6970 ***********************************************************************
 DF6970  DESIGNATION -  3115 H
 DF6970  PID         -  DF6970
 DF6970  STATE/COUNTY-  MN/ITASCA
 DF6970  USGS QUAD   -  MOUNTAIN ASH LAKE (1977)
 DF6970
 DF6970                         *CURRENT SURVEY CONTROL
 DF6970  ___________________________________________________________________
 DF6970* NAD 83(1996)-  47 02 50.78903(N)    093 35 31.04917(W)     ADJUSTED  
 DF6970* NAVD 88     -       402.43   (meters)    1320.3    (feet)  LEVELING  
 DF6970  ___________________________________________________________________
 DF6970  X           -    -272,785.236 (meters)                     COMP
 DF6970  Y           -  -4,345,529.986 (meters)                     COMP
 DF6970  Z           -   4,645,633.476 (meters)                     COMP
 DF6970  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 DF6970  ELLIP HEIGHT-         373.46  (meters)          (08/07/03) GPS OBS
 DF6970  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DF6970
 DF6970  HORZ ORDER  -  FIRST
 DF6970  VERT ORDER  -  THIRD ?
 DF6970  ELLP ORDER  -  THIRD     CLASS I
 DF6970
 DF6970.The horizontal coordinates were established by GPS observations
 DF6970.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6970
 DF6970.The orthometric height was determined by differential leveling.
 DF6970.The vertical network tie was performed by a horz. field party for horz.
 DF6970.obs reductions. Reset procedures were used to establish the elevation.
 DF6970
 DF6970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6970
 DF6970.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6970
 DF6970.The ellipsoidal height was determined by GPS observations
 DF6970.and is referenced to NAD 83.
 DF6970
 DF6970.The geoid height was determined by GEOID03.
 DF6970
 DF6970;                    North         East     Units Scale Factor Converg.
 DF6970;SPC MN N     -   160,980.720   762,617.146   MT  0.99999662   -0 21 52.7
 DF6970;UTM  15      - 5,210,606.132   455,035.951   MT  0.99962485   -0 25 59.8
 DF6970
 DF6970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6970!SPC MN N     -   0.99994146  x   0.99999662  =   0.99993808
 DF6970!UTM  15      -   0.99994146  x   0.99962485  =   0.99956634
 DF6970
 DF6970:                Primary Azimuth Mark                     Grid Az
 DF6970:SPC MN N     -  3115 J                                   197 32 51.5
 DF6970:UTM  15      -  3115 J                                   197 36 58.6
 DF6970
 DF6970|---------------------------------------------------------------------|
 DF6970| PID    Reference Object                     Distance      Geod. Az  |
 DF6970|                                                           dddmmss.s |
 DF6970| DF6971 3115 J                              APPROX. 1.3 KM 1971058.8 |
 DF6970|---------------------------------------------------------------------|
 DF6970
 DF6970                          SUPERSEDED SURVEY CONTROL
 DF6970
 DF6970.No superseded survey control is available for this station.
 DF6970
 DF6970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5503610606(NAD 83)
 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 - 2002
 DF6970_ROD/PIPE-DEPTH: 10.7 meters
 DF6970
 DF6970  HISTORY     - Date     Condition        Report By
 DF6970  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6971 ***********************************************************************
 DF6971  DESIGNATION -  3115 J
 DF6971  PID         -  DF6971
 DF6971  STATE/COUNTY-  MN/ITASCA
 DF6971  USGS QUAD   -  MOUNTAIN ASH LAKE (1977)
 DF6971
 DF6971                         *CURRENT SURVEY CONTROL
 DF6971  ___________________________________________________________________
 DF6971* NAD 83(1996)-  47 02 11.92981(N)    093 35 48.62535(W)     ADJUSTED  
 DF6971* NAVD 88     -       397.47   (meters)    1304.0    (feet)  LEVELING  
 DF6971  ___________________________________________________________________
 DF6971  X           -    -273,210.414 (meters)                     COMP
 DF6971  Y           -  -4,346,379.921 (meters)                     COMP
 DF6971  Z           -   4,644,812.051 (meters)                     COMP
 DF6971  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 DF6971  ELLIP HEIGHT-         368.52  (meters)          (08/07/03) GPS OBS
 DF6971  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DF6971
 DF6971  HORZ ORDER  -  FIRST
 DF6971  VERT ORDER  -  THIRD ?
 DF6971  ELLP ORDER  -  THIRD     CLASS I
 DF6971
 DF6971.The horizontal coordinates were established by GPS observations
 DF6971.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6971
 DF6971.The orthometric height was determined by differential leveling.
 DF6971.The vertical network tie was performed by a horz. field party for horz.
 DF6971.obs reductions. Reset procedures were used to establish the elevation.
 DF6971
 DF6971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6971
 DF6971.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6971
 DF6971.The ellipsoidal height was determined by GPS observations
 DF6971.and is referenced to NAD 83.
 DF6971
 DF6971.The geoid height was determined by GEOID03.
 DF6971
 DF6971;                    North         East     Units Scale Factor Converg.
 DF6971;SPC MN N     -   159,783.108   762,238.445   MT  0.99999920   -0 22 05.8
 DF6971;UTM  15      - 5,209,409.420   454,655.959   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 51.7
 DF6971:UTM  15      -  3115 H                                   017 36 58.3
 DF6971
 DF6971|---------------------------------------------------------------------|
 DF6971| PID    Reference Object                     Distance      Geod. Az  |
 DF6971|                                                           dddmmss.s |
 DF6971| DF6970 3115 H                              APPROX. 1.3 KM 0171045.9 |
 DF6971|---------------------------------------------------------------------|
 DF6971
 DF6971                          SUPERSEDED SURVEY CONTROL
 DF6971
 DF6971.No superseded survey control is available for this station.
 DF6971
 DF6971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5465609409(NAD 83)
 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 - 2002
 DF6971_ROD/PIPE-DEPTH: 27.4 meters
 DF6971
 DF6971  HISTORY     - Date     Condition        Report By
 DF6971  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1907 ***********************************************************************
 SJ1907  DESIGNATION -  3116 AB
 SJ1907  PID         -  SJ1907
 SJ1907  STATE/COUNTY-  MN/ITASCA
 SJ1907  USGS QUAD   -  GRAND RAPIDS (1969)
 SJ1907
 SJ1907                         *CURRENT SURVEY CONTROL
 SJ1907  ___________________________________________________________________
 SJ1907* NAD 83(1986)-  47 14 21.     (N)    093 30 04.     (W)     SCALED    
 SJ1907* NAVD 88     -       398.861  (meters)    1308.60   (feet)  ADJUSTED  
 SJ1907  ___________________________________________________________________
 SJ1907  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 SJ1907  DYNAMIC HT  -         398.896 (meters)    1308.71  (feet)  COMP
 SJ1907  MODELED GRAV-     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
 SJ1907.and adjusted by the National Geodetic Survey in June 1991..
 SJ1907
 SJ1907.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SJ1912 ***********************************************************************
 SJ1912  DESIGNATION -  3116 AC
 SJ1912  PID         -  SJ1912
 SJ1912  STATE/COUNTY-  MN/ITASCA
 SJ1912  USGS QUAD   -  LA PRAIRIE (1977)
 SJ1912
 SJ1912                         *CURRENT SURVEY CONTROL
 SJ1912  ___________________________________________________________________
 SJ1912* NAD 83(1986)-  47 14 44.     (N)    093 29 10.     (W)     SCALED    
 SJ1912* NAVD 88     -       387.726  (meters)    1272.06   (feet)  ADJUSTED  
 SJ1912  ___________________________________________________________________
 SJ1912  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 SJ1912  DYNAMIC HT  -         387.761 (meters)    1272.18  (feet)  COMP
 SJ1912  MODELED GRAV-     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
 SJ1912.and adjusted by the National Geodetic Survey in June 1991..
 SJ1912
 SJ1912.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SJ1914 ***********************************************************************
 SJ1914  DESIGNATION -  3116 AD
 SJ1914  PID         -  SJ1914
 SJ1914  STATE/COUNTY-  MN/ITASCA
 SJ1914  USGS QUAD   -  BOVEY (1969)
 SJ1914
 SJ1914                         *CURRENT SURVEY CONTROL
 SJ1914  ___________________________________________________________________
 SJ1914* NAD 83(1986)-  47 15 54.     (N)    093 27 41.     (W)     SCALED    
 SJ1914* NAVD 88     -       426.804  (meters)    1400.27   (feet)  ADJUSTED  
 SJ1914  ___________________________________________________________________
 SJ1914  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 SJ1914  DYNAMIC HT  -         426.842 (meters)    1400.40  (feet)  COMP
 SJ1914  MODELED GRAV-     980,689.9   (mgal)                       NAVD 88
 SJ1914
 SJ1914  VERT ORDER  -  SECOND    CLASS I
 SJ1914
 SJ1914.The horizontal coordinates were scaled from a topographic map and have
 SJ1914.an estimated accuracy of +/- 6 seconds.
 SJ1914
 SJ1914.The orthometric height was determined by differential leveling
 SJ1914.and adjusted by the National Geodetic Survey in June 1991..
 SJ1914
 SJ1914.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 SJ1914;SPC MN N     -   185,110.      772,650.      MT  (+/- 180 meters Scaled)
 SJ1914
 SJ1914                          SUPERSEDED SURVEY CONTROL
 SJ1914
 SJ1914.No superseded survey control is available for this station.
 SJ1914
 SJ1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN650347(NAD 83)
 SJ1914_MARKER: DD = SURVEY 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_PROJECTION: FLUSH
 SJ1914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1914_ROD/PIPE-DEPTH: 9.75 meters
 SJ1914
 SJ1914  HISTORY     - Date     Condition        Report By
 SJ1914  HISTORY     - 1977     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1917 ***********************************************************************
 SJ1917  DESIGNATION -  3116 AE
 SJ1917  PID         -  SJ1917
 SJ1917  STATE/COUNTY-  MN/ITASCA
 SJ1917  USGS QUAD   -  BOVEY (1969)
 SJ1917
 SJ1917                         *CURRENT SURVEY CONTROL
 SJ1917  ___________________________________________________________________
 SJ1917* NAD 83(1986)-  47 17 12.     (N)    093 25 53.     (W)     SCALED    
 SJ1917* NAVD 88     -       407.286  (meters)    1336.24   (feet)  ADJUSTED  
 SJ1917  ___________________________________________________________________
 SJ1917  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 SJ1917  DYNAMIC HT  -         407.320 (meters)    1336.35  (feet)  COMP
 SJ1917  MODELED GRAV-     980,684.2   (mgal)                       NAVD 88
 SJ1917
 SJ1917  VERT ORDER  -  SECOND    CLASS I
 SJ1917
 SJ1917.The horizontal coordinates were scaled from a topographic map and have
 SJ1917.an estimated accuracy of +/- 6 seconds.
 SJ1917
 SJ1917.The orthometric height was determined by differential leveling
 SJ1917.and adjusted by the National Geodetic Survey in June 1991..
 SJ1917
 SJ1917.The geoid height was determined by GEOID03.
 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     -   187,510.      774,930.      MT  (+/- 180 meters Scaled)
 SJ1917
 SJ1917                          SUPERSEDED SURVEY CONTROL
 SJ1917
 SJ1917.No superseded survey control is available for this station.
 SJ1917
 SJ1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN673371(NAD 83)
 SJ1917_MARKER: DD = SURVEY DISK
 SJ1917_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1917_SP_SET: ABUTMENT
 SJ1917_STAMPING: 3116 AE 1977
 SJ1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1917
 SJ1917  HISTORY     - Date     Condition        Report By
 SJ1917  HISTORY     - 1977     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1918 ***********************************************************************
 SJ1918  DESIGNATION -  3116 AF
 SJ1918  PID         -  SJ1918
 SJ1918  STATE/COUNTY-  MN/ITASCA
 SJ1918  USGS QUAD   -  BOVEY (1969)
 SJ1918
 SJ1918                         *CURRENT SURVEY CONTROL
 SJ1918  ___________________________________________________________________
 SJ1918* NAD 83(1986)-  47 17 22.     (N)    093 25 40.     (W)     SCALED    
 SJ1918* NAVD 88     -       401.922  (meters)    1318.64   (feet)  ADJUSTED  
 SJ1918  ___________________________________________________________________
 SJ1918  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 SJ1918  DYNAMIC HT  -         401.955 (meters)    1318.75  (feet)  COMP
 SJ1918  MODELED GRAV-     980,683.5   (mgal)                       NAVD 88
 SJ1918
 SJ1918  VERT ORDER  -  SECOND    CLASS I
 SJ1918
 SJ1918.The horizontal coordinates were scaled from a topographic map and have
 SJ1918.an estimated accuracy of +/- 6 seconds.
 SJ1918
 SJ1918.The orthometric height was determined by differential leveling
 SJ1918.and adjusted by the National Geodetic Survey in June 1991..
 SJ1918
 SJ1918.The geoid height was determined by GEOID03.
 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     -   187,820.      775,210.      MT  (+/- 180 meters Scaled)
 SJ1918
 SJ1918                          SUPERSEDED SURVEY CONTROL
 SJ1918
 SJ1918.No superseded survey control is available for this station.
 SJ1918
 SJ1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN676374(NAD 83)
 SJ1918_MARKER: DD = SURVEY DISK
 SJ1918_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1918_SP_SET: BRIDGE PIER
 SJ1918_STAMPING: 3116 AF 1977
 SJ1918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1918
 SJ1918  HISTORY     - Date     Condition        Report By
 SJ1918  HISTORY     - 1977     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1919 ***********************************************************************
 SJ1919  DESIGNATION -  3116 AG
 SJ1919  PID         -  SJ1919
 SJ1919  STATE/COUNTY-  MN/ITASCA
 SJ1919  USGS QUAD   -  BOVEY (1969)
 SJ1919
 SJ1919                         *CURRENT SURVEY CONTROL
 SJ1919  ___________________________________________________________________
 SJ1919* NAD 83(1986)-  47 17 24.     (N)    093 25 12.     (W)     SCALED    
 SJ1919* NAVD 88     -       394.536  (meters)    1294.41   (feet)  ADJUSTED  
 SJ1919  ___________________________________________________________________
 SJ1919  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 SJ1919  DYNAMIC HT  -         394.568 (meters)    1294.51  (feet)  COMP
 SJ1919  MODELED GRAV-     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
 SJ1919.and adjusted by the National Geodetic Survey in June 1991..
 SJ1919
 SJ1919.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SJ1924 ***********************************************************************
 SJ1924  DESIGNATION -  3116 AK
 SJ1924  PID         -  SJ1924
 SJ1924  STATE/COUNTY-  MN/ITASCA
 SJ1924  USGS QUAD   -  BOVEY (1969)
 SJ1924
 SJ1924                         *CURRENT SURVEY CONTROL
 SJ1924  ___________________________________________________________________
 SJ1924* NAD 83(1996)-  47 17 55.53391(N)    093 23 08.16364(W)     ADJUSTED  
 SJ1924* NAVD 88     -       417.365  (meters)    1369.31   (feet)  ADJUSTED  
 SJ1924  ___________________________________________________________________
 SJ1924  X           -    -255,922.963 (meters)                     COMP
 SJ1924  Y           -  -4,326,037.070 (meters)                     COMP
 SJ1924  Z           -   4,664,638.463 (meters)                     COMP
 SJ1924  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 SJ1924  ELLIP HEIGHT-         387.91  (meters)          (02/23/05) GPS OBS
 SJ1924  GEOID HEIGHT-         -29.49  (meters)                     GEOID03
 SJ1924  DYNAMIC HT  -         417.399 (meters)    1369.42  (feet)  COMP
 SJ1924  MODELED GRAV-     980,681.8   (mgal)                       NAVD 88
 SJ1924
 SJ1924  HORZ ORDER  -  FIRST
 SJ1924  VERT ORDER  -  SECOND    CLASS I
 SJ1924  ELLP ORDER  -  FOURTH    CLASS I
 SJ1924
 SJ1924.The horizontal coordinates were established by GPS observations
 SJ1924.and adjusted by the MN DEPT OF TRANSP in February 2005..
 SJ1924
 SJ1924.The orthometric height was determined by differential leveling
 SJ1924.and adjusted by the National Geodetic Survey in June 1991..
 SJ1924
 SJ1924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SJ1924
 SJ1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 SJ1924
 SJ1924.The ellipsoidal height was determined by GPS observations
 SJ1924.and is referenced to NAD 83.
 SJ1924
 SJ1924.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SJ1924;SPC MN N     -   188,840.907   778,400.915   MT  0.99994639   -0 12 42.1
 SJ1924;UTM  15      - 5,238,437.122   470,848.290   MT  0.99961044   -0 17 00.2
 SJ1924
 SJ1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SJ1924!SPC MN N     -   0.99993920  x   0.99994639  =   0.99988559
 SJ1924!UTM  15      -   0.99993920  x   0.99961044  =   0.99954966
 SJ1924
 SJ1924                          SUPERSEDED SURVEY CONTROL
 SJ1924
 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_MARKER: DD = SURVEY 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1926 ***********************************************************************
 SJ1926  DESIGNATION -  3116 AM
 SJ1926  PID         -  SJ1926
 SJ1926  STATE/COUNTY-  MN/ITASCA
 SJ1926  USGS QUAD   -  CALUMET (1977)
 SJ1926
 SJ1926                         *CURRENT SURVEY CONTROL
 SJ1926  ___________________________________________________________________
 SJ1926* NAD 83(1986)-  47 18 57.     (N)    093 21 55.     (W)     SCALED    
 SJ1926* NAVD 88     -       419.463  (meters)    1376.19   (feet)  ADJUSTED  
 SJ1926  ___________________________________________________________________
 SJ1926  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 SJ1926  DYNAMIC HT  -         419.497 (meters)    1376.30  (feet)  COMP
 SJ1926  MODELED GRAV-     980,682.2   (mgal)                       NAVD 88
 SJ1926
 SJ1926  VERT ORDER  -  SECOND    CLASS I
 SJ1926
 SJ1926.The horizontal coordinates were scaled from a topographic map and have
 SJ1926.an estimated accuracy of +/- 6 seconds.
 SJ1926
 SJ1926.The orthometric height was determined by differential leveling
 SJ1926.and adjusted by the National Geodetic Survey in June 1991..
 SJ1926
 SJ1926.The geoid height was determined by GEOID03.
 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     -   190,730.      779,940.      MT  (+/- 180 meters Scaled)
 SJ1926
 SJ1926                          SUPERSEDED SURVEY CONTROL
 SJ1926
 SJ1926.No superseded survey control is available for this station.
 SJ1926
 SJ1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN723403(NAD 83)
 SJ1926_MARKER: DD = SURVEY DISK
 SJ1926_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1926_SP_SET: ABUTMENT
 SJ1926_STAMPING: 3116 AM 1977
 SJ1926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1926
 SJ1926  HISTORY     - Date     Condition        Report By
 SJ1926  HISTORY     - 1977     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1928 ***********************************************************************
 SJ1928  DESIGNATION -  3116 AN
 SJ1928  PID         -  SJ1928
 SJ1928  STATE/COUNTY-  MN/ITASCA
 SJ1928  USGS QUAD   -  CALUMET (1977)
 SJ1928
 SJ1928                         *CURRENT SURVEY CONTROL
 SJ1928  ___________________________________________________________________
 SJ1928* NAD 83(1986)-  47 19 00.     (N)    093 21 50.     (W)     SCALED    
 SJ1928* NAVD 88     -       404.602  (meters)    1327.43   (feet)  ADJUSTED  
 SJ1928  ___________________________________________________________________
 SJ1928  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 SJ1928  DYNAMIC HT  -         404.635 (meters)    1327.54  (feet)  COMP
 SJ1928  MODELED GRAV-     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
 SJ1928.and adjusted by the National Geodetic Survey in June 1991..
 SJ1928
 SJ1928.The geoid height was determined by GEOID03.
 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     -   190,830.      780,050.      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: 15TVN724404(NAD 83)
 SJ1928_MARKER: DD = SURVEY DISK
 SJ1928_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1928_SP_SET: PIER
 SJ1928_STAMPING: 3116 AN 1977
 SJ1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1928
 SJ1928  HISTORY     - Date     Condition        Report By
 SJ1928  HISTORY     - 1977     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1930 ***********************************************************************
 SJ1930  DESIGNATION -  3116 AP
 SJ1930  PID         -  SJ1930
 SJ1930  STATE/COUNTY-  MN/ITASCA
 SJ1930  USGS QUAD   -  CALUMET (1977)
 SJ1930
 SJ1930                         *CURRENT SURVEY CONTROL
 SJ1930  ___________________________________________________________________
 SJ1930* NAD 83(1986)-  47 18 58.     (N)    093 20 17.     (W)     SCALED    
 SJ1930* NAVD 88     -       419.002  (meters)    1374.68   (feet)  ADJUSTED  
 SJ1930  ___________________________________________________________________
 SJ1930  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 SJ1930  DYNAMIC HT  -         419.037 (meters)    1374.79  (feet)  COMP
 SJ1930  MODELED GRAV-     980,685.2   (mgal)                       NAVD 88
 SJ1930
 SJ1930  VERT ORDER  -  SECOND    CLASS I
 SJ1930
 SJ1930.The horizontal coordinates were scaled from a topographic map and have
 SJ1930.an estimated accuracy of +/- 6 seconds.
 SJ1930
 SJ1930.The orthometric height was determined by differential leveling
 SJ1930.and adjusted by the National Geodetic Survey in June 1991..
 SJ1930
 SJ1930.The geoid height was determined by GEOID03.
 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     -   190,760.      782,000.      MT  (+/- 180 meters Scaled)
 SJ1930
 SJ1930                          SUPERSEDED SURVEY CONTROL
 SJ1930
 SJ1930.No superseded survey control is available for this station.
 SJ1930
 SJ1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN744403(NAD 83)
 SJ1930_MARKER: DD = SURVEY 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_PROJECTION: PROJECTING 5 CENTIMETERS
 SJ1930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1930_ROD/PIPE-DEPTH: 24.4 meters
 SJ1930
 SJ1930  HISTORY     - Date     Condition        Report By
 SJ1930  HISTORY     - 1977     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1931 ***********************************************************************
 SJ1931  DESIGNATION -  3116 AQ
 SJ1931  PID         -  SJ1931
 SJ1931  STATE/COUNTY-  MN/ITASCA
 SJ1931  USGS QUAD   -  CALUMET (1977)
 SJ1931
 SJ1931                         *CURRENT SURVEY CONTROL
 SJ1931  ___________________________________________________________________
 SJ1931* NAD 83(1986)-  47 18 53.     (N)    093 19 03.     (W)     SCALED    
 SJ1931* NAVD 88     -       406.921  (meters)    1335.04   (feet)  ADJUSTED  
 SJ1931  ___________________________________________________________________
 SJ1931  GEOID HEIGHT-         -29.53  (meters)                     GEOID03
 SJ1931  DYNAMIC HT  -         406.957 (meters)    1335.16  (feet)  COMP
 SJ1931  MODELED GRAV-     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
 SJ1931.and adjusted by the National Geodetic Survey in June 1991..
 SJ1931
 SJ1931.The geoid height was determined by GEOID03.
 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     -   190,600.      783,560.      MT  (+/- 180 meters Scaled)
 SJ1931
 SJ1931                          SUPERSEDED SURVEY CONTROL
 SJ1931
 SJ1931.No superseded survey control is available for this station.
 SJ1931
 SJ1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN760401(NAD 83)
 SJ1931_MARKER: DD = SURVEY DISK
 SJ1931_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SJ1931_SP_SET: CULVERT
 SJ1931_STAMPING: 3116 AQ 1977
 SJ1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ1931+STABILITY: SURFACE MOTION
 SJ1931
 SJ1931  HISTORY     - Date     Condition        Report By
 SJ1931  HISTORY     - 1977     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1933 ***********************************************************************
 SJ1933  DESIGNATION -  3116 AR
 SJ1933  PID         -  SJ1933
 SJ1933  STATE/COUNTY-  MN/ITASCA
 SJ1933  USGS QUAD   -  CALUMET (1977)
 SJ1933
 SJ1933                         *CURRENT SURVEY CONTROL
 SJ1933  ___________________________________________________________________
 SJ1933* NAD 83(1986)-  47 19 21.     (N)    093 16 37.     (W)     SCALED    
 SJ1933* NAVD 88     -       420.012  (meters)    1377.99   (feet)  ADJUSTED  
 SJ1933  ___________________________________________________________________
 SJ1933  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 SJ1933  DYNAMIC HT  -         420.050 (meters)    1378.11  (feet)  COMP
 SJ1933  MODELED GRAV-     980,690.4   (mgal)                       NAVD 88
 SJ1933
 SJ1933  VERT ORDER  -  SECOND    CLASS I
 SJ1933
 SJ1933.The horizontal coordinates were scaled from a topographic map and have
 SJ1933.an estimated accuracy of +/- 6 seconds.
 SJ1933
 SJ1933.The orthometric height was determined by differential leveling
 SJ1933.and adjusted by the National Geodetic Survey in June 1991..
 SJ1933
 SJ1933.The geoid height was determined by GEOID03.
 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     -   191,460.      786,620.      MT  (+/- 180 meters Scaled)
 SJ1933
 SJ1933                          SUPERSEDED SURVEY CONTROL
 SJ1933
 SJ1933.No superseded survey control is available for this station.
 SJ1933
 SJ1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN790410(NAD 83)
 SJ1933_MARKER: DD = SURVEY DISK
 SJ1933_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1933_SP_SET: PIER
 SJ1933_STAMPING: 3116 AR 1977
 SJ1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1933
 SJ1933  HISTORY     - Date     Condition        Report By
 SJ1933  HISTORY     - 1977     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1935 ***********************************************************************
 SJ1935  DESIGNATION -  3116 AT
 SJ1935  PID         -  SJ1935
 SJ1935  STATE/COUNTY-  MN/ITASCA
 SJ1935  USGS QUAD   -  CALUMET (1977)
 SJ1935
 SJ1935                         *CURRENT SURVEY CONTROL
 SJ1935  ___________________________________________________________________
 SJ1935* NAD 83(1986)-  47 19 27.     (N)    093 15 29.     (W)     SCALED    
 SJ1935* NAVD 88     -       427.554  (meters)    1402.73   (feet)  ADJUSTED  
 SJ1935  ___________________________________________________________________
 SJ1935  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 SJ1935  DYNAMIC HT  -         427.593 (meters)    1402.86  (feet)  COMP
 SJ1935  MODELED GRAV-     980,691.3   (mgal)                       NAVD 88
 SJ1935
 SJ1935  VERT ORDER  -  SECOND    CLASS I
 SJ1935
 SJ1935.The horizontal coordinates were scaled from a topographic map and have
 SJ1935.an estimated accuracy of +/- 6 seconds.
 SJ1935
 SJ1935.The orthometric height was determined by differential leveling
 SJ1935.and adjusted by the National Geodetic Survey in June 1991..
 SJ1935
 SJ1935.The geoid height was determined by GEOID03.
 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     -   191,640.      788,050.      MT  (+/- 180 meters Scaled)
 SJ1935
 SJ1935                          SUPERSEDED SURVEY CONTROL
 SJ1935
 SJ1935.No superseded survey control is available for this station.
 SJ1935
 SJ1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN805412(NAD 83)
 SJ1935_MARKER: DD = SURVEY 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_PROJECTION: PROJECTING 5 CENTIMETERS
 SJ1935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1935_ROD/PIPE-DEPTH: 8.23 meters
 SJ1935
 SJ1935  HISTORY     - Date     Condition        Report By
 SJ1935  HISTORY     - 1977     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1936 ***********************************************************************
 SJ1936  DESIGNATION -  3116 AU
 SJ1936  PID         -  SJ1936
 SJ1936  STATE/COUNTY-  MN/ITASCA
 SJ1936  USGS QUAD   -  PENGILLY (1969)
 SJ1936
 SJ1936                         *CURRENT SURVEY CONTROL
 SJ1936  ___________________________________________________________________
 SJ1936* NAD 83(1986)-  47 19 52.     (N)    093 13 58.     (W)     SCALED    
 SJ1936* NAVD 88     -       415.263  (meters)    1362.41   (feet)  ADJUSTED  
 SJ1936  ___________________________________________________________________
 SJ1936  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 SJ1936  DYNAMIC HT  -         415.301 (meters)    1362.53  (feet)  COMP
 SJ1936  MODELED GRAV-     980,692.2   (mgal)                       NAVD 88
 SJ1936
 SJ1936  VERT ORDER  -  SECOND    CLASS I
 SJ1936
 SJ1936.The horizontal coordinates were scaled from a topographic map and have
 SJ1936.an estimated accuracy of +/- 6 seconds.
 SJ1936
 SJ1936.The orthometric height was determined by differential leveling
 SJ1936.and adjusted by the National Geodetic Survey in June 1991..
 SJ1936
 SJ1936.The geoid height was determined by GEOID03.
 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     -   192,410.      789,970.      MT  (+/- 180 meters Scaled)
 SJ1936
 SJ1936                          SUPERSEDED SURVEY CONTROL
 SJ1936
 SJ1936.No superseded survey control is available for this station.
 SJ1936
 SJ1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN824419(NAD 83)
 SJ1936_MARKER: DD = SURVEY DISK
 SJ1936_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1936_SP_SET: ABUTMENT
 SJ1936_STAMPING: 3116 AU 1977
 SJ1936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1936
 SJ1936  HISTORY     - Date     Condition        Report By
 SJ1936  HISTORY     - 1977     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1946 ***********************************************************************
 SJ1946  DESIGNATION -  3116 AX
 SJ1946  PID         -  SJ1946
 SJ1946  STATE/COUNTY-  MN/ITASCA
 SJ1946  USGS QUAD   -  PENGILLY (1969)
 SJ1946
 SJ1946                         *CURRENT SURVEY CONTROL
 SJ1946  ___________________________________________________________________
 SJ1946* NAD 83(1986)-  47 21 46.     (N)    093 10 42.     (W)     SCALED    
 SJ1946* NAVD 88     -       441.697  (meters)    1449.13   (feet)  ADJUSTED  
 SJ1946  ___________________________________________________________________
 SJ1946  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 SJ1946  DYNAMIC HT  -         441.734 (meters)    1449.26  (feet)  COMP
 SJ1946  MODELED GRAV-     980,685.0   (mgal)                       NAVD 88
 SJ1946
 SJ1946  VERT ORDER  -  SECOND    CLASS I
 SJ1946
 SJ1946.The horizontal coordinates were scaled from a topographic map and have
 SJ1946.an estimated accuracy of +/- 6 seconds.
 SJ1946
 SJ1946.The orthometric height was determined by differential leveling
 SJ1946.and adjusted by the National Geodetic Survey in June 1991..
 SJ1946
 SJ1946.The geoid height was determined by GEOID03.
 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     -   195,920.      794,080.      MT  (+/- 180 meters Scaled)
 SJ1946
 SJ1946                          SUPERSEDED SURVEY CONTROL
 SJ1946
 SJ1946.No superseded survey control is available for this station.
 SJ1946
 SJ1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN865454(NAD 83)
 SJ1946_MARKER: DD = SURVEY DISK
 SJ1946_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1946_SP_SET: ABUTMENT
 SJ1946_STAMPING: 3116 AX 1977
 SJ1946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SJ1946+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 SJ1946
 SJ1946  HISTORY     - Date     Condition        Report By
 SJ1946  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1946  HISTORY     - 20041006 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1947 ***********************************************************************
 SJ1947  DESIGNATION -  3116 AY
 SJ1947  PID         -  SJ1947
 SJ1947  STATE/COUNTY-  MN/ITASCA
 SJ1947  USGS QUAD   -  PENGILLY (1969)
 SJ1947
 SJ1947                         *CURRENT SURVEY CONTROL
 SJ1947  ___________________________________________________________________
 SJ1947* NAD 83(1986)-  47 22 19.     (N)    093 09 47.     (W)     SCALED    
 SJ1947* NAVD 88     -       446.736  (meters)    1465.67   (feet)  ADJUSTED  
 SJ1947  ___________________________________________________________________
 SJ1947  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 SJ1947  DYNAMIC HT  -         446.773 (meters)    1465.79  (feet)  COMP
 SJ1947  MODELED GRAV-     980,682.2   (mgal)                       NAVD 88
 SJ1947
 SJ1947  VERT ORDER  -  SECOND    CLASS I
 SJ1947
 SJ1947.The horizontal coordinates were scaled from a topographic map and have
 SJ1947.an estimated accuracy of +/- 6 seconds.
 SJ1947
 SJ1947.The orthometric height was determined by differential leveling
 SJ1947.and adjusted by the National Geodetic Survey in June 1991..
 SJ1947
 SJ1947.The geoid height was determined by GEOID03.
 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     -   196,940.      795,240.      MT  (+/- 180 meters Scaled)
 SJ1947
 SJ1947                          SUPERSEDED SURVEY CONTROL
 SJ1947
 SJ1947.No superseded survey control is available for this station.
 SJ1947
 SJ1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN876465(NAD 83)
 SJ1947_MARKER: DD = SURVEY DISK
 SJ1947_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1947_SP_SET: ABUTMENT
 SJ1947_STAMPING: 3116 AY 1977
 SJ1947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SJ1947+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 SJ1947
 SJ1947  HISTORY     - Date     Condition        Report By
 SJ1947  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1947  HISTORY     - 20041006 GOOD             USPSQD
 SJ1947
 SJ1947                          STATION DESCRIPTION
 SJ1947
 SJ1947'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1948 ***********************************************************************
 SJ1948  DESIGNATION -  3116 AZ
 SJ1948  PID         -  SJ1948
 SJ1948  STATE/COUNTY-  MN/ITASCA
 SJ1948  USGS QUAD   -  KEEWATIN (1976)
 SJ1948
 SJ1948                         *CURRENT SURVEY CONTROL
 SJ1948  ___________________________________________________________________
 SJ1948* NAD 83(1986)-  47 23 00.     (N)    093 06 57.     (W)     SCALED    
 SJ1948* NAVD 88     -       441.816  (meters)    1449.52   (feet)  ADJUSTED  
 SJ1948  ___________________________________________________________________
 SJ1948  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 SJ1948  DYNAMIC HT  -         441.852 (meters)    1449.64  (feet)  COMP
 SJ1948  MODELED GRAV-     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
 SJ1948.and adjusted by the National Geodetic Survey in June 1991..
 SJ1948
 SJ1948.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SJ1949 ***********************************************************************
 SJ1949  DESIGNATION -  3116 BA
 SJ1949  PID         -  SJ1949
 SJ1949  STATE/COUNTY-  MN/ITASCA
 SJ1949  USGS QUAD   -  KEEWATIN (1976)
 SJ1949
 SJ1949                         *CURRENT SURVEY CONTROL
 SJ1949  ___________________________________________________________________
 SJ1949* NAD 83(1986)-  47 23 17.     (N)    093 06 20.     (W)     SCALED    
 SJ1949* NAVD 88     -       461.458  (meters)    1513.97   (feet)  ADJUSTED  
 SJ1949  ___________________________________________________________________
 SJ1949  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 SJ1949  DYNAMIC HT  -         461.496 (meters)    1514.09  (feet)  COMP
 SJ1949  MODELED GRAV-     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
 SJ1949.and adjusted by the National Geodetic Survey in June 1991..
 SJ1949
 SJ1949.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SJ1950 ***********************************************************************
 SJ1950  DESIGNATION -  3116 BB
 SJ1950  PID         -  SJ1950
 SJ1950  STATE/COUNTY-  MN/ITASCA
 SJ1950  USGS QUAD   -  KEEWATIN (1976)
 SJ1950
 SJ1950                         *CURRENT SURVEY CONTROL
 SJ1950  ___________________________________________________________________
 SJ1950* NAD 83(1986)-  47 23 36.     (N)    093 05 24.     (W)     SCALED    
 SJ1950* NAVD 88     -       459.789  (meters)    1508.49   (feet)  ADJUSTED  
 SJ1950  ___________________________________________________________________
 SJ1950  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 SJ1950  DYNAMIC HT  -         459.827 (meters)    1508.62  (feet)  COMP
 SJ1950  MODELED GRAV-     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
 SJ1950.and adjusted by the National Geodetic Survey in June 1991..
 SJ1950
 SJ1950.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 SJ1951 ***********************************************************************
 SJ1951  DESIGNATION -  3116 BC
 SJ1951  PID         -  SJ1951
 SJ1951  STATE/COUNTY-  MN/ITASCA
 SJ1951  USGS QUAD   -  KEEWATIN (1976)
 SJ1951
 SJ1951                         *CURRENT SURVEY CONTROL
 SJ1951  ___________________________________________________________________
 SJ1951* NAD 83(1986)-  47 23 34.     (N)    093 04 45.     (W)     SCALED    
 SJ1951* NAVD 88     -       455.409  (meters)    1494.12   (feet)  ADJUSTED  
 SJ1951  ___________________________________________________________________
 SJ1951  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 SJ1951  DYNAMIC HT  -         455.446 (meters)    1494.24  (feet)  COMP
 SJ1951  MODELED GRAV-     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
 SJ1951.and adjusted by the National Geodetic Survey in June 1991..
 SJ1951
 SJ1951.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 DG9682 ***********************************************************************
 DG9682  DESIGNATION -  3116 BD
 DG9682  PID         -  DG9682
 DG9682  STATE/COUNTY-  MN/ITASCA
 DG9682  USGS QUAD   -  BOVEY (1969)
 DG9682
 DG9682                         *CURRENT SURVEY CONTROL
 DG9682  ___________________________________________________________________
 DG9682* NAD 83(1996)-  47 17 23.42024(N)    093 25 08.38448(W)     ADJUSTED  
 DG9682* NAVD 88     -       394.47   (meters)    1294.2    (feet)  LEVELING  
 DG9682  ___________________________________________________________________
 DG9682  X           -    -258,486.877 (meters)                     COMP
 DG9682  Y           -  -4,326,599.215 (meters)                     COMP
 DG9682  Z           -   4,663,948.983 (meters)                     COMP
 DG9682  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 DG9682  ELLIP HEIGHT-         365.04  (meters)          (02/23/05) GPS OBS
 DG9682  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 DG9682
 DG9682  HORZ ORDER  -  FIRST
 DG9682  VERT ORDER  -  THIRD ?
 DG9682  ELLP ORDER  -  FOURTH    CLASS I
 DG9682
 DG9682.The horizontal coordinates were established by GPS observations
 DG9682.and adjusted by the MN DEPT OF TRANSP in February 2005..
 DG9682
 DG9682.The orthometric height was determined by differential leveling.
 DG9682.The vertical network tie was performed by a horz. field party for horz.
 DG9682.obs reductions. Reset procedures were used to establish the elevation.
 DG9682
 DG9682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9682
 DG9682.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9682
 DG9682.The ellipsoidal height was determined by GPS observations
 DG9682.and is referenced to NAD 83.
 DG9682
 DG9682.The geoid height was determined by GEOID03.
 DG9682
 DG9682;                    North         East     Units Scale Factor Converg.
 DG9682;SPC MN N     -   187,859.098   775,871.305   MT  0.99994785   -0 14 11.2
 DG9682;UTM  15      - 5,237,458.801   468,318.305   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.No superseded survey control is available for this station.
 DG9682
 DG9682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6831837459(NAD 83)
 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 - 2004
 DG9682_ROD/PIPE-DEPTH:  7.6 meters
 DG9682
 DG9682  HISTORY     - Date     Condition        Report By
 DG9682  HISTORY     - 2004     MONUMENTED       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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1251 ***********************************************************************
 SJ1251  DESIGNATION -  3116 D
 SJ1251  PID         -  SJ1251
 SJ1251  STATE/COUNTY-  MN/ITASCA
 SJ1251  USGS QUAD   -  KEEWATIN (1976)
 SJ1251
 SJ1251                         *CURRENT SURVEY CONTROL
 SJ1251  ___________________________________________________________________
 SJ1251* NAD 83(1986)-  47 23 38.     (N)    093 04 40.     (W)     SCALED    
 SJ1251* NAVD 88     -       446.644  (meters)    1465.36   (feet)  POSTED    
 SJ1251  ___________________________________________________________________
 SJ1251  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 SJ1251  DYNAMIC HT  -         446.680 (meters)    1465.48  (feet)  COMP
 SJ1251  MODELED GRAV-     980,680.5   (mgal)                       NAVD 88
 SJ1251
 SJ1251  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 SJ1251
 SJ1251.The horizontal coordinates were scaled from a topographic map and have
 SJ1251.an estimated accuracy of +/- 6 seconds.
 SJ1251
 SJ1251.The orthometric height was determined by differential leveling
 SJ1251.and adjusted by the National Geodetic Survey in 1992..
 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 geoid height was determined by GEOID03.
 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     -   199,380.      801,680.      MT  (+/- 180 meters Scaled)
 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: 15TVN941489(NAD 83)
 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             NGS
 SJ1251  HISTORY     - 1978     MARK NOT FOUND   MNDT
 SJ1251
 SJ1251                          STATION DESCRIPTION
 SJ1251
 SJ1251'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 AI7485 ***********************************************************************
 AI7485  DESIGNATION -  3117 A
 AI7485  PID         -  AI7485
 AI7485  STATE/COUNTY-  MN/ITASCA
 AI7485  USGS QUAD   -  JESSIE LAKE (1996)
 AI7485
 AI7485                         *CURRENT SURVEY CONTROL
 AI7485  ___________________________________________________________________
 AI7485* NAD 83(1986)-  47 36 08.     (N)    093 45 24.     (W)     SCALED    
 AI7485* NAVD 88     -       412.650  (meters)    1353.84   (feet)  ADJUSTED  
 AI7485  ___________________________________________________________________
 AI7485  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 AI7485  DYNAMIC HT  -         412.707 (meters)    1354.02  (feet)  COMP
 AI7485  MODELED GRAV-     980,739.3   (mgal)                       NAVD 88
 AI7485
 AI7485  VERT ORDER  -  SECOND    CLASS I
 AI7485
 AI7485.The horizontal coordinates were scaled from a topographic map and have
 AI7485.an estimated accuracy of +/- 6 seconds.
 AI7485
 AI7485.The orthometric height was determined by differential leveling
 AI7485.and adjusted by the National Geodetic Survey in January 2001..
 AI7485
 AI7485.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AI7485;SPC MN N     -   222,750.      750,630.      MT  (+/- 180 meters Scaled)
 AI7485
 AI7485                          SUPERSEDED SURVEY CONTROL
 AI7485
 AI7485.No superseded survey control is available for this station.
 AI7485
 AI7485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN431723(NAD 83)
 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 8 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 - 1990
 AI7485_ROD/PIPE-DEPTH: 16.8 meters
 AI7485
 AI7485  HISTORY     - Date     Condition        Report By
 AI7485  HISTORY     - 1990     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7486 ***********************************************************************
 AI7486  DESIGNATION -  3117 B
 AI7486  PID         -  AI7486
 AI7486  STATE/COUNTY-  MN/ITASCA
 AI7486  USGS QUAD   -  MARCELL (1996)
 AI7486
 AI7486                         *CURRENT SURVEY CONTROL
 AI7486  ___________________________________________________________________
 AI7486* NAD 83(1986)-  47 36 08.     (N)    093 44 58.     (W)     SCALED    
 AI7486* NAVD 88     -       417.060  (meters)    1368.30   (feet)  ADJUSTED  
 AI7486  ___________________________________________________________________
 AI7486  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AI7486  DYNAMIC HT  -         417.119 (meters)    1368.50  (feet)  COMP
 AI7486  MODELED GRAV-     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
 AI7486.and adjusted by the National Geodetic Survey in January 2001..
 AI7486
 AI7486.The geoid height was determined by GEOID03.
 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_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 - 1990
 AI7486_ROD/PIPE-DEPTH: 12.2 meters
 AI7486
 AI7486  HISTORY     - Date     Condition        Report By
 AI7486  HISTORY     - 1990     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7487 ***********************************************************************
 AI7487  DESIGNATION -  3117 C
 AI7487  PID         -  AI7487
 AI7487  STATE/COUNTY-  MN/ITASCA
 AI7487  USGS QUAD   -  MARCELL (1996)
 AI7487
 AI7487                         *CURRENT SURVEY CONTROL
 AI7487  ___________________________________________________________________
 AI7487* NAD 83(1986)-  47 36 12.     (N)    093 44 02.     (W)     SCALED    
 AI7487* NAVD 88     -       415.906  (meters)    1364.52   (feet)  ADJUSTED  
 AI7487  ___________________________________________________________________
 AI7487  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AI7487  DYNAMIC HT  -         415.964 (meters)    1364.71  (feet)  COMP
 AI7487  MODELED GRAV-     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
 AI7487.and adjusted by the National Geodetic Survey in January 2001..
 AI7487
 AI7487.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0157 ***********************************************************************
 RO0157  DESIGNATION -  312/2 BOLT
 RO0157  PID         -  RO0157
 RO0157  STATE/COUNTY-  MN/CROW WING
 RO0157  USGS QUAD   -  BRAINERD (1994)
 RO0157
 RO0157                         *CURRENT SURVEY CONTROL
 RO0157  ___________________________________________________________________
 RO0157* NAD 83(1986)-  46 19 17.     (N)    094 14 52.     (W)     SCALED    
 RO0157* NAVD 88     -       363.22   (+/-2cm)    1191.7    (feet)  VERTCON   
 RO0157  ___________________________________________________________________
 RO0157  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 RO0157
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0157
 RO0157.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 RO0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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             NGS
 RO0157  HISTORY     - 1973     MARK NOT FOUND   USGS
 RO0157
 RO0157                          STATION DESCRIPTION
 RO0157
 RO0157'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0156 ***********************************************************************
 RO0156  DESIGNATION -  312/2 CAP
 RO0156  PID         -  RO0156
 RO0156  STATE/COUNTY-  MN/CROW WING
 RO0156  USGS QUAD   -  BRAINERD (1994)
 RO0156
 RO0156                         *CURRENT SURVEY CONTROL
 RO0156  ___________________________________________________________________
 RO0156* NAD 83(1986)-  46 19 17.     (N)    094 14 52.     (W)     SCALED    
 RO0156* NAVD 88     -       364.43   (+/-2cm)    1195.6    (feet)  VERTCON   
 RO0156  ___________________________________________________________________
 RO0156  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 RO0156
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0156
 RO0156.The geoid height was determined by GEOID03.
 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_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             NGS
 RO0156  HISTORY     - 1973     MARK NOT FOUND   USGS
 RO0156
 RO0156                          STATION DESCRIPTION
 RO0156
 RO0156'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0159 ***********************************************************************
 RO0159  DESIGNATION -  313/2 BOLT
 RO0159  PID         -  RO0159
 RO0159  STATE/COUNTY-  MN/CROW WING
 RO0159  USGS QUAD   -  BRAINERD (1994)
 RO0159
 RO0159                         *CURRENT SURVEY CONTROL
 RO0159  ___________________________________________________________________
 RO0159* NAD 83(1986)-  46 21 01.     (N)    094 12 19.     (W)     SCALED    
 RO0159* NAVD 88     -       370.513  (meters)    1215.59   (feet)  ADJUSTED  
 RO0159  ___________________________________________________________________
 RO0159  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 RO0159  DYNAMIC HT  -         370.527 (meters)    1215.64  (feet)  COMP
 RO0159  MODELED GRAV-     980,639.7   (mgal)                       NAVD 88
 RO0159
 RO0159  VERT ORDER  -  SECOND    CLASS 0
 RO0159
 RO0159.The horizontal coordinates were scaled from a topographic map and have
 RO0159.an estimated accuracy of +/- 6 seconds.
 RO0159
 RO0159.The orthometric height was determined by differential leveling
 RO0159.and adjusted by the National Geodetic Survey in June 1991..
 RO0159
 RO0159.The geoid height was determined by GEOID03.
 RO0159
 RO0159.The dynamic height is computed by dividing the NAVD 88
 RO0159.geopotential number by the normal gravity value computed on the
 RO0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0159.degrees latitude (g = 980.6199 gals.).
 RO0159
 RO0159.The modeled gravity was interpolated from observed gravity values.
 RO0159
 RO0159;                    North         East    Units  Estimated Accuracy
 RO0159;SPC MN C     -   250,080.      803,440.      MT  (+/- 180 meters Scaled)
 RO0159
 RO0159                          SUPERSEDED SURVEY CONTROL
 RO0159
 RO0159  NGVD 29 (??/??/92)  370.314  (m)         1214.94   (f) ADJ UNCH    2 0
 RO0159
 RO0159.Superseded values are not recommended for survey control.
 RO0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0159.See file dsdata.txt to determine how the superseded data were derived.
 RO0159
 RO0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM072336(NAD 83)
 RO0159_MARKER: B = BOLT
 RO0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0159_SP_SET: TILE
 RO0159_STAMPING: 1219
 RO0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0159
 RO0159  HISTORY     - Date     Condition        Report By
 RO0159  HISTORY     - UNK      MONUMENTED       MRC
 RO0159  HISTORY     - 1934     GOOD             NGS
 RO0159  HISTORY     - 1976     MARK NOT FOUND   NGS
 RO0159
 RO0159                          STATION DESCRIPTION
 RO0159
 RO0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RO0159'IN BRAINERD.
 RO0159'AT BRAINERD, CROW WING COUNTY, ABOUT 660 YARDS DOWNSTREAM ALONG THE
 RO0159'LEFT BANK FROM THE LOWER BRIDGE OVER MISSISSIPPI RIVER, ABOUT 330
 RO0159'YARDS BACK FROM THE RIVER BANK, AT THE INTERSECTION OF THIRD AVENUE
 RO0159'AND QUINCE STREET, 84.5 FEET WEST OF A FIRE HYDRANT AT THE SOUTHEAST
 RO0159'CORNER OF THE INTERSECTION, 76 FEET NORTH OF A 2-1/2-FOOT COTTONWOOD
 RO0159'TREE, 28 FEET WEST OF A ROW OF POLES, 5 YARDS NORTH OF THE SOUTH LINE
 RO0159'OF QUINCE STREET, AND ABOUT 1 YARD NORTHWEST OF THE NORTHEAST CORNER
 RO0159'OF A LOT OWNED IN 1898 BY GEORGE SARGENT.  THE TOP OF A COPPER BOLT
 RO0159'LEADED IN A TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 RO0159'THROUGH A 4-INCH IRON PIPE PROJECTING ABOUT 15 INCHES ABOVE GROUND AND
 RO0159'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP, STAMPED 1219.
 RO0159
 RO0159                          STATION RECOVERY (1976)
 RO0159
 RO0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 RO0159'A THOROUGH SEACH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0158 ***********************************************************************
 RO0158  DESIGNATION -  313/2 CAP
 RO0158  PID         -  RO0158
 RO0158  STATE/COUNTY-  MN/CROW WING
 RO0158  USGS QUAD   -  BRAINERD (1994)
 RO0158
 RO0158                         *CURRENT SURVEY CONTROL
 RO0158  ___________________________________________________________________
 RO0158* NAD 83(1986)-  46 21 01.     (N)    094 12 20.     (W)     SCALED    
 RO0158* NAVD 88     -       371.72   (+/-2cm)    1219.6    (feet)  VERTCON   
 RO0158  ___________________________________________________________________
 RO0158  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 RO0158
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0158
 RO0158.The geoid height was determined by GEOID03.
 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)         1218.90   (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_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             NGS
 RO0158
 RO0158                          STATION DESCRIPTION
 RO0158
 RO0158'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0169 ***********************************************************************
 RO0169  DESIGNATION -  314/2 BOLT
 RO0169  PID         -  RO0169
 RO0169  STATE/COUNTY-  MN/CROW WING
 RO0169  USGS QUAD   -  MERRIFIELD (1994)
 RO0169
 RO0169                         *CURRENT SURVEY CONTROL
 RO0169  ___________________________________________________________________
 RO0169* NAD 83(1986)-  46 22 46.     (N)    094 10 43.     (W)     SCALED    
 RO0169* NAVD 88     -       367.34   (+/-2cm)    1205.2    (feet)  VERTCON   
 RO0169  ___________________________________________________________________
 RO0169  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 RO0169
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0169
 RO0169.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 RO0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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             NGS
 RO0169
 RO0169                          STATION DESCRIPTION
 RO0169
 RO0169'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0168 ***********************************************************************
 RO0168  DESIGNATION -  314/2 CAP
 RO0168  PID         -  RO0168
 RO0168  STATE/COUNTY-  MN/CROW WING
 RO0168  USGS QUAD   -  MERRIFIELD (1994)
 RO0168
 RO0168                         *CURRENT SURVEY CONTROL
 RO0168  ___________________________________________________________________
 RO0168* NAD 83(1986)-  46 22 46.     (N)    094 10 43.     (W)     SCALED    
 RO0168* NAVD 88     -       368.55   (+/-2cm)    1209.2    (feet)  VERTCON   
 RO0168  ___________________________________________________________________
 RO0168  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 RO0168
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0168
 RO0168.The geoid height was determined by GEOID03.
 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_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   NGS
 RO0168
 RO0168                          STATION DESCRIPTION
 RO0168
 RO0168'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0171 ***********************************************************************
 RO0171  DESIGNATION -  315/2 BOLT
 RO0171  PID         -  RO0171
 RO0171  STATE/COUNTY-  MN/CROW WING
 RO0171  USGS QUAD   -  MERRIFIELD (1994)
 RO0171
 RO0171                         *CURRENT SURVEY CONTROL
 RO0171  ___________________________________________________________________
 RO0171* NAD 83(1986)-  46 25 08.     (N)    094 08 35.     (W)     SCALED    
 RO0171* NAVD 88     -       370.43   (+/-2cm)    1215.3    (feet)  VERTCON   
 RO0171  ___________________________________________________________________
 RO0171  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 RO0171
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0171
 RO0171.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 RO0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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             NGS
 RO0171
 RO0171                          STATION DESCRIPTION
 RO0171
 RO0171'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0170 ***********************************************************************
 RO0170  DESIGNATION -  315/2 CAP
 RO0170  PID         -  RO0170
 RO0170  STATE/COUNTY-  MN/CROW WING
 RO0170  USGS QUAD   -  MERRIFIELD (1994)
 RO0170
 RO0170                         *CURRENT SURVEY CONTROL
 RO0170  ___________________________________________________________________
 RO0170* NAD 83(1986)-  46 25 07.     (N)    094 08 35.     (W)     SCALED    
 RO0170* NAVD 88     -       371.65   (+/-2cm)    1219.3    (feet)  VERTCON   
 RO0170  ___________________________________________________________________
 RO0170  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 RO0170
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0170
 RO0170.The geoid height was determined by GEOID03.
 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_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             NGS
 RO0170
 RO0170                          STATION DESCRIPTION
 RO0170
 RO0170'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0177 ***********************************************************************
 RO0177  DESIGNATION -  317/2 BOLT
 RO0177  PID         -  RO0177
 RO0177  STATE/COUNTY-  MN/CROW WING
 RO0177  USGS QUAD   -  RIVERTON (1973)
 RO0177
 RO0177                         *CURRENT SURVEY CONTROL
 RO0177  ___________________________________________________________________
 RO0177* NAD 83(1986)-  46 27 56.     (N)    094 04 14.     (W)     SCALED    
 RO0177* NAVD 88     -       368.36   (+/-2cm)    1208.5    (feet)  VERTCON   
 RO0177  ___________________________________________________________________
 RO0177  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 RO0177
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0177
 RO0177.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 RO0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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             NGS
 RO0177  HISTORY     - 1973     MARK NOT FOUND   USGS
 RO0177
 RO0177                          STATION DESCRIPTION
 RO0177
 RO0177'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0176 ***********************************************************************
 RO0176  DESIGNATION -  317/2 CAP
 RO0176  PID         -  RO0176
 RO0176  STATE/COUNTY-  MN/CROW WING
 RO0176  USGS QUAD   -  RIVERTON (1973)
 RO0176
 RO0176                         *CURRENT SURVEY CONTROL
 RO0176  ___________________________________________________________________
 RO0176* NAD 83(1986)-  46 27 56.     (N)    094 04 14.     (W)     SCALED    
 RO0176* NAVD 88     -       369.56   (+/-2cm)    1212.5    (feet)  VERTCON   
 RO0176  ___________________________________________________________________
 RO0176  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 RO0176
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0176
 RO0176.The geoid height was determined by GEOID03.
 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_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             NGS
 RO0176  HISTORY     - 1973     MARK NOT FOUND   USGS
 RO0176
 RO0176                          STATION DESCRIPTION
 RO0176
 RO0176'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0179 ***********************************************************************
 RO0179  DESIGNATION -  318/2 BOLT
 RO0179  PID         -  RO0179
 RO0179  STATE/COUNTY-  MN/CROW WING
 RO0179  USGS QUAD   -  RIVERTON (1973)
 RO0179
 RO0179                         *CURRENT SURVEY CONTROL
 RO0179  ___________________________________________________________________
 RO0179* NAD 83(1986)-  46 29 43.     (N)    094 04 56.     (W)     SCALED    
 RO0179* NAVD 88     -       377.77   (+/-2cm)    1239.4    (feet)  VERTCON   
 RO0179  ___________________________________________________________________
 RO0179  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 RO0179
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0179
 RO0179.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 RO0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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             NGS
 RO0179
 RO0179                          STATION DESCRIPTION
 RO0179
 RO0179'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0178 ***********************************************************************
 RO0178  DESIGNATION -  318/2 CAP
 RO0178  PID         -  RO0178
 RO0178  STATE/COUNTY-  MN/CROW WING
 RO0178  USGS QUAD   -  RIVERTON (1973)
 RO0178
 RO0178                         *CURRENT SURVEY CONTROL
 RO0178  ___________________________________________________________________
 RO0178* NAD 83(1986)-  46 29 43.     (N)    094 04 56.     (W)     SCALED    
 RO0178* NAVD 88     -       378.98   (+/-2cm)    1243.4    (feet)  VERTCON   
 RO0178  ___________________________________________________________________
 RO0178  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 RO0178
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0178
 RO0178.The geoid height was determined by GEOID03.
 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_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             NGS
 RO0178
 RO0178                          STATION DESCRIPTION
 RO0178
 RO0178'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0002 ***********************************************************************
 RO0002  DESIGNATION -  319/2 BOLT
 RO0002  PID         -  RO0002
 RO0002  STATE/COUNTY-  MN/CROW WING
 RO0002  USGS QUAD   -  TROMMALD (1959)
 RO0002
 RO0002                         *CURRENT SURVEY CONTROL
 RO0002  ___________________________________________________________________
 RO0002* NAD 83(1986)-  46 31 53.     (N)    094 04 27.     (W)     SCALED    
 RO0002* NAVD 88     -       359.25   (+/-2cm)    1178.6    (feet)  VERTCON   
 RO0002  ___________________________________________________________________
 RO0002  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 RO0002
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0002
 RO0002.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 RO0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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             NGS
 RO0002
 RO0002                          STATION DESCRIPTION
 RO0002
 RO0002'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0001 ***********************************************************************
 RO0001  DESIGNATION -  319/2 CAP
 RO0001  PID         -  RO0001
 RO0001  STATE/COUNTY-  MN/CROW WING
 RO0001  USGS QUAD   -  TROMMALD (1959)
 RO0001
 RO0001                         *CURRENT SURVEY CONTROL
 RO0001  ___________________________________________________________________
 RO0001* NAD 83(1986)-  46 31 53.     (N)    094 04 27.     (W)     SCALED    
 RO0001* NAVD 88     -       360.46   (+/-2cm)    1182.6    (feet)  VERTCON   
 RO0001  ___________________________________________________________________
 RO0001  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 RO0001
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0001
 RO0001.The geoid height was determined by GEOID03.
 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_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             NGS
 RO0001
 RO0001                          STATION DESCRIPTION
 RO0001
 RO0001'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 SK0711 ***********************************************************************
 SK0711  DESIGNATION -  32 CER
 SK0711  PID         -  SK0711
 SK0711  STATE/COUNTY-  MN/POLK
 SK0711  USGS QUAD   -  TRAIL (1972)
 SK0711
 SK0711                         *CURRENT SURVEY CONTROL
 SK0711  ___________________________________________________________________
 SK0711* NAD 83(1986)-  47 46 21.     (N)    095 39 00.     (W)     SCALED    
 SK0711* NAVD 88     -       382.824  (meters)    1255.98   (feet)  ADJUSTED  
 SK0711  ___________________________________________________________________
 SK0711  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 SK0711  DYNAMIC HT  -         382.889 (meters)    1256.19  (feet)  COMP
 SK0711  MODELED GRAV-     980,769.4   (mgal)                       NAVD 88
 SK0711
 SK0711  VERT ORDER  -  SECOND    CLASS 0
 SK0711
 SK0711.The horizontal coordinates were scaled from a topographic map and have
 SK0711.an estimated accuracy of +/- 6 seconds.
 SK0711
 SK0711.The orthometric height was determined by differential leveling
 SK0711.and adjusted by the National Geodetic Survey in June 1991..
 SK0711
 SK0711.The geoid height was determined by GEOID03.
 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     -   244,620.      608,920.      MT  (+/- 180 meters Scaled)
 SK0711
 SK0711                          SUPERSEDED SURVEY CONTROL
 SK0711
 SK0711.No superseded survey control is available for this station.
 SK0711
 SK0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN014944(NAD 83)
 SK0711_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 SK0712 ***********************************************************************
 SK0712  DESIGNATION -  32 CER A TBM
 SK0712  PID         -  SK0712
 SK0712  STATE/COUNTY-  MN/POLK
 SK0712  USGS QUAD   -  TRAIL (1972)
 SK0712
 SK0712                         *CURRENT SURVEY CONTROL
 SK0712  ___________________________________________________________________
 SK0712* NAD 83(1986)-  47 46 33.     (N)    095 39 56.     (W)     SCALED    
 SK0712* NAVD 88     -       378.318  (meters)    1241.20   (feet)  ADJUSTED  
 SK0712  ___________________________________________________________________
 SK0712  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 SK0712  DYNAMIC HT  -         378.382 (meters)    1241.41  (feet)  COMP
 SK0712  MODELED GRAV-     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
 SK0712.and adjusted by the National Geodetic Survey in June 1991..
 SK0712
 SK0712.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0710 ***********************************************************************
 SK0710  DESIGNATION -  32 CER RM
 SK0710  PID         -  SK0710
 SK0710  STATE/COUNTY-  MN/POLK
 SK0710  USGS QUAD   -  TRAIL (1972)
 SK0710
 SK0710                         *CURRENT SURVEY CONTROL
 SK0710  ___________________________________________________________________
 SK0710* NAD 83(1986)-  47 46 20.     (N)    095 38 57.     (W)     SCALED    
 SK0710* NAVD 88     -       381.865  (meters)    1252.84   (feet)  ADJUSTED  
 SK0710  ___________________________________________________________________
 SK0710  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 SK0710  DYNAMIC HT  -         381.929 (meters)    1253.05  (feet)  COMP
 SK0710  MODELED GRAV-     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
 SK0710.and adjusted by the National Geodetic Survey in June 1991..
 SK0710
 SK0710.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1361 ***********************************************************************
 OO1361  DESIGNATION -  32 RDS
 OO1361  PID         -  OO1361
 OO1361  STATE/COUNTY-  MN/FARIBAULT
 OO1361  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1361
 OO1361                         *CURRENT SURVEY CONTROL
 OO1361  ___________________________________________________________________
 OO1361* NAD 83(1986)-  43 38 46.     (N)    093 53 16.     (W)     SCALED    
 OO1361* NAVD 88     -       343.261  (meters)    1126.18   (feet)  ADJUSTED  
 OO1361  ___________________________________________________________________
 OO1361  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 OO1361  DYNAMIC HT  -         343.184 (meters)    1125.93  (feet)  COMP
 OO1361  MODELED GRAV-     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
 OO1361.and adjusted by the National Geodetic Survey in June 1991..
 OO1361
 OO1361.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2402 ***********************************************************************
 QO2402  DESIGNATION -  32 RDS
 QO2402  PID         -  QO2402
 QO2402  STATE/COUNTY-  MN/HENNEPIN
 QO2402  USGS QUAD   -  ANOKA (1993)
 QO2402
 QO2402                         *CURRENT SURVEY CONTROL
 QO2402  ___________________________________________________________________
 QO2402* NAD 83(1986)-  45 09 11.     (N)    093 22 52.     (W)     SCALED    
 QO2402* NAVD 88     -       265.926  (meters)     872.46   (feet)  ADJUSTED  
 QO2402  ___________________________________________________________________
 QO2402  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 QO2402  DYNAMIC HT  -         265.912 (meters)     872.41  (feet)  COMP
 QO2402  MODELED GRAV-     980,559.7   (mgal)                       NAVD 88
 QO2402
 QO2402  VERT ORDER  -  SECOND    CLASS II
 QO2402
 QO2402.The horizontal coordinates were scaled from a topographic map and have
 QO2402.an estimated accuracy of +/- 6 seconds.
 QO2402
 QO2402.The orthometric height was determined by differential leveling
 QO2402.and adjusted by the National Geodetic Survey in June 1995..
 QO2402
 QO2402.The geoid height was determined by GEOID03.
 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     -   339,420.      848,670.      MT  (+/- 180 meters Scaled)
 QO2402
 QO2402                          SUPERSEDED SURVEY CONTROL
 QO2402
 QO2402.No superseded survey control is available for this station.
 QO2402
 QO2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL700000(NAD 83)
 QO2402_MARKER: DB = BENCH MARK DISK
 QO2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO2402_SP_SET: CONCRETE POST
 QO2402_STAMPING: 32 RDS 872 1950
 QO2402_MARK LOGO: USGS  
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9436 ***********************************************************************
 AE9436  DESIGNATION -  32 RDS
 AE9436  PID         -  AE9436
 AE9436  STATE/COUNTY-  MN/MOWER
 AE9436  USGS QUAD   -  BROWNSDALE (1982)
 AE9436
 AE9436                         *CURRENT SURVEY CONTROL
 AE9436  ___________________________________________________________________
 AE9436* NAD 83(1986)-  43 38 40.     (N)    092 52 07.     (W)     SCALED    
 AE9436* NAVD 88     -       382.350  (meters)    1254.43   (feet)  ADJUSTED  
 AE9436  ___________________________________________________________________
 AE9436  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 AE9436  DYNAMIC HT  -         382.263 (meters)    1254.14  (feet)  COMP
 AE9436  MODELED GRAV-     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
 AE9436.and adjusted by the National Geodetic Survey in November 1998..
 AE9436
 AE9436.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1081 ***********************************************************************
 PQ1081  DESIGNATION -  32 T
 PQ1081  PID         -  PQ1081
 PQ1081  STATE/COUNTY-  MN/LYON
 PQ1081  USGS QUAD   -  MARSHALL SE (1963)
 PQ1081
 PQ1081                         *CURRENT SURVEY CONTROL
 PQ1081  ___________________________________________________________________
 PQ1081* NAD 83(1996)-  44 15 14.82603(N)    095 45 13.69686(W)     ADJUSTED  
 PQ1081* NAVD 88     -       452.32   (+/-2cm)    1484.0    (feet)  VERTCON   
 PQ1081  ___________________________________________________________________
 PQ1081  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 PQ1081  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 PQ1081
 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.The vertical order pertains to the NGVD 29 superseded value.
 PQ1081
 PQ1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1081
 PQ1081.The geoid height was determined by GEOID03.
 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;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  =   0.99986458
 PQ1081!UTM  15      -   0.99993327  x   1.00019443  =   1.00012768
 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_MARKER: DB = BENCH MARK DISK
 PQ1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1081_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 RO0004 ***********************************************************************
 RO0004  DESIGNATION -  320/2 BOLT
 RO0004  PID         -  RO0004
 RO0004  STATE/COUNTY-  MN/CROW WING
 RO0004  USGS QUAD   -  TROMMALD (1959)
 RO0004
 RO0004                         *CURRENT SURVEY CONTROL
 RO0004  ___________________________________________________________________
 RO0004* NAD 83(1986)-  46 33 10.     (N)    094 01 48.     (W)     SCALED    
 RO0004* NAVD 88     -       364.36   (+/-2cm)    1195.4    (feet)  VERTCON   
 RO0004  ___________________________________________________________________
 RO0004  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 RO0004
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0004
 RO0004.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 RO0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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             NGS
 RO0004
 RO0004                          STATION DESCRIPTION
 RO0004
 RO0004'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RO0003 ***********************************************************************
 RO0003  DESIGNATION -  320/2 CAP
 RO0003  PID         -  RO0003
 RO0003  STATE/COUNTY-  MN/CROW WING
 RO0003  USGS QUAD   -  TROMMALD (1959)
 RO0003
 RO0003                         *CURRENT SURVEY CONTROL
 RO0003  ___________________________________________________________________
 RO0003* NAD 83(1986)-  46 33 10.     (N)    094 01 48.     (W)     SCALED    
 RO0003* NAVD 88     -       365.57   (+/-2cm)    1199.4    (feet)  VERTCON   
 RO0003  ___________________________________________________________________
 RO0003  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 RO0003
 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.The vertical order pertains to the NGVD 29 superseded value.
 RO0003
 RO0003.The geoid height was determined by GEOID03.
 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_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             NGS
 RO0003
 RO0003                          STATION DESCRIPTION
 RO0003
 RO0003'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 OP0280 ***********************************************************************
 OP0280  DESIGNATION -  3203 A
 OP0280  PID         -  OP0280
 OP0280  STATE/COUNTY-  MN/JACKSON
 OP0280  USGS QUAD   -  JACKSON NW (1970)
 OP0280
 OP0280                         *CURRENT SURVEY CONTROL
 OP0280  ___________________________________________________________________
 OP0280* NAD 83(1986)-  43 38 46.     (N)    094 59 07.     (W)     SCALED    
 OP0280* NAVD 88     -       439.967  (meters)    1443.46   (feet)  ADJUSTED  
 OP0280  ___________________________________________________________________
 OP0280  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 OP0280  DYNAMIC HT  -         439.865 (meters)    1443.12  (feet)  COMP
 OP0280  MODELED GRAV-     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
 OP0280.and adjusted by the National Geodetic Survey in June 1991..
 OP0280
 OP0280.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0281 ***********************************************************************
 OP0281  DESIGNATION -  3203 B
 OP0281  PID         -  OP0281
 OP0281  STATE/COUNTY-  MN/JACKSON
 OP0281  USGS QUAD   -  JACKSON NW (1970)
 OP0281
 OP0281                         *CURRENT SURVEY CONTROL
 OP0281  ___________________________________________________________________
 OP0281* NAD 83(1986)-  43 38 53.     (N)    094 59 05.     (W)     SCALED    
 OP0281* NAVD 88     -       440.101  (meters)    1443.90   (feet)  ADJUSTED  
 OP0281  ___________________________________________________________________
 OP0281  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 OP0281  DYNAMIC HT  -         439.998 (meters)    1443.56  (feet)  COMP
 OP0281  MODELED GRAV-     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 scaled from a topographic map and have
 OP0281.an estimated accuracy of +/- 6 seconds.
 OP0281
 OP0281.The orthometric height was determined by differential leveling
 OP0281.and adjusted by the National Geodetic Survey in June 1991..
 OP0281
 OP0281.The geoid height was determined by GEOID03.
 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     -   172,490.      720,550.      MT  (+/- 180 meters Scaled)
 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: 15TUJ399346(NAD 83)
 OP0281_MARKER: DD = SURVEY DISK
 OP0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0281_SP_SET: BASE
 OP0281_STAMPING: 3208 B 1974
 OP0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0281
 OP0281  HISTORY     - Date     Condition        Report By
 OP0281  HISTORY     - 1974     MONUMENTED       MNDT
 OP0281  HISTORY     - 1976     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0473 ***********************************************************************
 OP0473  DESIGNATION -  3204 AB
 OP0473  PID         -  OP0473
 OP0473  STATE/COUNTY-  MN/JACKSON
 OP0473  USGS QUAD   -  BREWSTER (1976)
 OP0473
 OP0473                         *CURRENT SURVEY CONTROL
 OP0473  ___________________________________________________________________
 OP0473* NAD 83(1986)-  43 42 37.     (N)    095 27 10.     (W)     SCALED    
 OP0473* NAVD 88     -       445.992  (meters)    1463.23   (feet)  ADJUSTED  
 OP0473  ___________________________________________________________________
 OP0473  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 OP0473  DYNAMIC HT  -         445.891 (meters)    1462.89  (feet)  COMP
 OP0473  MODELED GRAV-     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
 OP0473.and adjusted by the National Geodetic Survey in June 1991..
 OP0473
 OP0473.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0472 ***********************************************************************
 OP0472  DESIGNATION -  3204 AC
 OP0472  PID         -  OP0472
 OP0472  STATE/COUNTY-  MN/JACKSON
 OP0472  USGS QUAD   -  BREWSTER (1976)
 OP0472
 OP0472                         *CURRENT SURVEY CONTROL
 OP0472  ___________________________________________________________________
 OP0472* NAD 83(1996)-  43 43 17.63646(N)    095 26 06.59444(W)     ADJUSTED  
 OP0472* NAVD 88     -       441.837  (meters)    1449.59   (feet)  ADJUSTED  
 OP0472  ___________________________________________________________________
 OP0472  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 OP0472  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 OP0472  DYNAMIC HT  -         441.736 (meters)    1449.26  (feet)  COMP
 OP0472  MODELED GRAV-     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.No horizontal observational check was made to the station.
 OP0472
 OP0472.The orthometric height was determined by differential leveling
 OP0472.and adjusted by the National Geodetic Survey in June 1991..
 OP0472
 OP0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0472
 OP0472.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0472;SPC MN S     -   181,190.973   684,358.253   MT  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  =   0.99994889
 OP0472!UTM  15      -   0.99993494  x   1.00007326  =   1.00000819
 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_MARKER: DD = SURVEY DISK
 OP0472_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OP0472+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 OP0470 ***********************************************************************
 OP0470  DESIGNATION -  3204 AD
 OP0470  PID         -  OP0470
 OP0470  STATE/COUNTY-  MN/JACKSON
 OP0470  USGS QUAD   -  BREWSTER (1976)
 OP0470
 OP0470                         *CURRENT SURVEY CONTROL
 OP0470  ___________________________________________________________________
 OP0470* NAD 83(1996)-  43 43 44.08294(N)    095 25 25.82123(W)     ADJUSTED  
 OP0470* NAVD 88     -       440.585  (meters)    1445.49   (feet)  ADJUSTED  
 OP0470  ___________________________________________________________________
 OP0470  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 OP0470  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 OP0470  DYNAMIC HT  -         440.484 (meters)    1445.15  (feet)  COMP
 OP0470  MODELED GRAV-     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.No horizontal observational check was made to the station.
 OP0470
 OP0470.The orthometric height was determined by differential leveling
 OP0470.and adjusted by the National Geodetic Survey in June 1991..
 OP0470
 OP0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0470
 OP0470.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0470;SPC MN S     -   181,991.119   685,284.987   MT  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  =   1.00000389
 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: 15TUJ0478644620(NAD 83)
 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 = OCTOBER  6, 2006
 OP0468 ***********************************************************************
 OP0468  DESIGNATION -  3204 AE
 OP0468  PID         -  OP0468
 OP0468  STATE/COUNTY-  MN/JACKSON
 OP0468  USGS QUAD   -  BREWSTER (1976)
 OP0468
 OP0468                         *CURRENT SURVEY CONTROL
 OP0468  ___________________________________________________________________
 OP0468* NAD 83(1986)-  43 43 57.     (N)    095 25 05.     (W)     SCALED    
 OP0468* NAVD 88     -       437.756  (meters)    1436.20   (feet)  ADJUSTED  
 OP0468  ___________________________________________________________________
 OP0468  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 OP0468  DYNAMIC HT  -         437.655 (meters)    1435.87  (feet)  COMP
 OP0468  MODELED GRAV-     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
 OP0468.and adjusted by the National Geodetic Survey in June 1991..
 OP0468
 OP0468.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0467 ***********************************************************************
 OP0467  DESIGNATION -  3204 AF
 OP0467  PID         -  OP0467
 OP0467  STATE/COUNTY-  MN/JACKSON
 OP0467  USGS QUAD   -  BREWSTER (1976)
 OP0467
 OP0467                         *CURRENT SURVEY CONTROL
 OP0467  ___________________________________________________________________
 OP0467* NAD 83(1986)-  43 44 34.     (N)    095 24 10.     (W)     SCALED    
 OP0467* NAVD 88     -       438.175  (meters)    1437.58   (feet)  ADJUSTED  
 OP0467  ___________________________________________________________________
 OP0467  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 OP0467  DYNAMIC HT  -         438.073 (meters)    1437.24  (feet)  COMP
 OP0467  MODELED GRAV-     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
 OP0467.and adjusted by the National Geodetic Survey in June 1991..
 OP0467
 OP0467.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0465 ***********************************************************************
 OP0465  DESIGNATION -  3204 AG
 OP0465  PID         -  OP0465
 OP0465  STATE/COUNTY-  MN/JACKSON
 OP0465  USGS QUAD   -  DUNDEE (1981)
 OP0465
 OP0465                         *CURRENT SURVEY CONTROL
 OP0465  ___________________________________________________________________
 OP0465* NAD 83(1986)-  43 45 03.     (N)    095 23 25.     (W)     SCALED    
 OP0465* NAVD 88     -       435.918  (meters)    1430.17   (feet)  ADJUSTED  
 OP0465  ___________________________________________________________________
 OP0465  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 OP0465  DYNAMIC HT  -         435.816 (meters)    1429.84  (feet)  COMP
 OP0465  MODELED GRAV-     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
 OP0465.and adjusted by the National Geodetic Survey in June 1991..
 OP0465
 OP0465.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0359 ***********************************************************************
 OP0359  DESIGNATION -  3204 G
 OP0359  PID         -  OP0359
 OP0359  STATE/COUNTY-  MN/JACKSON
 OP0359  USGS QUAD   -  HERON LAKE (1970)
 OP0359
 OP0359                         *CURRENT SURVEY CONTROL
 OP0359  ___________________________________________________________________
 OP0359* NAD 83(1986)-  43 47 03.     (N)    095 20 19.     (W)     SCALED    
 OP0359* NAVD 88     -       431.691  (meters)    1416.31   (feet)  ADJUSTED  
 OP0359  ___________________________________________________________________
 OP0359  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 OP0359  DYNAMIC HT  -         431.591 (meters)    1415.98  (feet)  COMP
 OP0359  MODELED GRAV-     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
 OP0359.and adjusted by the National Geodetic Survey in June 1991..
 OP0359
 OP0359.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0362 ***********************************************************************
 OP0362  DESIGNATION -  3204 H
 OP0362  PID         -  OP0362
 OP0362  STATE/COUNTY-  MN/JACKSON
 OP0362  USGS QUAD   -  HERON LAKE (1970)
 OP0362
 OP0362                         *CURRENT SURVEY CONTROL
 OP0362  ___________________________________________________________________
 OP0362* NAD 83(1986)-  43 47 31.     (N)    095 18 50.     (W)     SCALED    
 OP0362* NAVD 88     -       431.899  (meters)    1416.99   (feet)  ADJUSTED  
 OP0362  ___________________________________________________________________
 OP0362  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 OP0362  DYNAMIC HT  -         431.799 (meters)    1416.66  (feet)  COMP
 OP0362  MODELED GRAV-     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
 OP0362.and adjusted by the National Geodetic Survey in June 1991..
 OP0362
 OP0362.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0364 ***********************************************************************
 OP0364  DESIGNATION -  3204 J
 OP0364  PID         -  OP0364
 OP0364  STATE/COUNTY-  MN/JACKSON
 OP0364  USGS QUAD   -  HERON LAKE (1970)
 OP0364
 OP0364                         *CURRENT SURVEY CONTROL
 OP0364  ___________________________________________________________________
 OP0364* NAD 83(1986)-  43 48 32.     (N)    095 17 42.     (W)     SCALED    
 OP0364* NAVD 88     -       432.427  (meters)    1418.72   (feet)  ADJUSTED  
 OP0364  ___________________________________________________________________
 OP0364  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 OP0364  DYNAMIC HT  -         432.327 (meters)    1418.39  (feet)  COMP
 OP0364  MODELED GRAV-     980,375.1   (mgal)                       NAVD 88
 OP0364
 OP0364  VERT ORDER  -  SECOND    CLASS 0
 OP0364
 OP0364.The horizontal coordinates were scaled from a topographic map and have
 OP0364.an estimated accuracy of +/- 6 seconds.
 OP0364
 OP0364.The orthometric height was determined by differential leveling
 OP0364.and adjusted by the National Geodetic Survey in June 1991..
 OP0364
 OP0364.The geoid height was determined by GEOID03.
 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     -   190,700.      695,810.      MT  (+/- 180 meters Scaled)
 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: 15TUJ154532(NAD 83)
 OP0364_MARKER: DD = SURVEY DISK
 OP0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0364_SP_SET: PLATFORM
 OP0364_STAMPING: 3204-J 1972
 OP0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0364
 OP0364  HISTORY     - Date     Condition        Report By
 OP0364  HISTORY     - 1972     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0366 ***********************************************************************
 OP0366  DESIGNATION -  3204 K
 OP0366  PID         -  OP0366
 OP0366  STATE/COUNTY-  MN/JACKSON
 OP0366  USGS QUAD   -  HERON LAKE (1970)
 OP0366
 OP0366                         *CURRENT SURVEY CONTROL
 OP0366  ___________________________________________________________________
 OP0366* NAD 83(1986)-  43 48 55.     (N)    095 15 29.     (W)     SCALED    
 OP0366* NAVD 88     -       430.385  (meters)    1412.02   (feet)  ADJUSTED  
 OP0366  ___________________________________________________________________
 OP0366  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 OP0366  DYNAMIC HT  -         430.287 (meters)    1411.70  (feet)  COMP
 OP0366  MODELED GRAV-     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
 OP0366.and adjusted by the National Geodetic Survey in June 1991..
 OP0366
 OP0366.The geoid height was determined by GEOID03.
 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: 15TUJ184538(NAD 83)
 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 = OCTOBER  6, 2006
 OP0368 ***********************************************************************
 OP0368  DESIGNATION -  3204 L
 OP0368  PID         -  OP0368
 OP0368  STATE/COUNTY-  MN/JACKSON
 OP0368  USGS QUAD   -  WILDER (1970)
 OP0368
 OP0368                         *CURRENT SURVEY CONTROL
 OP0368  ___________________________________________________________________
 OP0368* NAD 83(1986)-  43 49 23.     (N)    095 12 56.     (W)     SCALED    
 OP0368* NAVD 88     -       441.887  (meters)    1449.76   (feet)  ADJUSTED  
 OP0368  ___________________________________________________________________
 OP0368  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 OP0368  DYNAMIC HT  -         441.788 (meters)    1449.43  (feet)  COMP
 OP0368  MODELED GRAV-     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
 OP0368.and adjusted by the National Geodetic Survey in June 1991..
 OP0368
 OP0368.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0369 ***********************************************************************
 OP0369  DESIGNATION -  3204 M
 OP0369  PID         -  OP0369
 OP0369  STATE/COUNTY-  MN/JACKSON
 OP0369  USGS QUAD   -  WILDER (1970)
 OP0369
 OP0369                         *CURRENT SURVEY CONTROL
 OP0369  ___________________________________________________________________
 OP0369* NAD 83(1986)-  43 49 28.     (N)    095 12 04.     (W)     SCALED    
 OP0369* NAVD 88     -       446.898  (meters)    1466.20   (feet)  ADJUSTED  
 OP0369  ___________________________________________________________________
 OP0369  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 OP0369  DYNAMIC HT  -         446.798 (meters)    1465.87  (feet)  COMP
 OP0369  MODELED GRAV-     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
 OP0369.and adjusted by the National Geodetic Survey in June 1991..
 OP0369
 OP0369.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OP0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OP0371 ***********************************************************************
 OP0371  DESIGNATION -  3204 N
 OP0371  PID         -  OP0371
 OP0371  STATE/COUNTY-  MN/JACKSON
 OP0371  USGS QUAD   -  WILDER (1970)
 OP0371
 OP0371                         *CURRENT SURVEY CONTROL
 OP0371  ___________________________________________________________________
 OP0371* NAD 83(1986)-  43 49 49.     (N)    095 10 30.     (W)     SCALED    
 OP0371* NAVD 88     -       446.245  (meters)    1464.06   (feet)  ADJUSTED  
 OP0371  ___________________________________________________________________
 OP0371  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 OP0371  DYNAMIC HT  -         446.146 (meters)    1463.73  (feet)  COMP
 OP0371  MODELED GRAV-     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
 OP0371.and adjusted by the National Geodetic Survey in June 1991..
 OP0371
 OP0371.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0377 ***********************************************************************
 OP0377  DESIGNATION -  3206 A
 OP0377  PID         -  OP0377
 OP0377  STATE/COUNTY-  MN/JACKSON
 OP0377  USGS QUAD   -  WINDOM (1970)
 OP0377
 OP0377                         *CURRENT SURVEY CONTROL
 OP0377  ___________________________________________________________________
 OP0377* NAD 83(1986)-  43 50 51.     (N)    095 06 00.     (W)     SCALED    
 OP0377* NAVD 88     -       412.483  (meters)    1353.29   (feet)  ADJUSTED  
 OP0377  ___________________________________________________________________
 OP0377  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 OP0377  DYNAMIC HT  -         412.393 (meters)    1352.99  (feet)  COMP
 OP0377  MODELED GRAV-     980,389.6   (mgal)                       NAVD 88
 OP0377
 OP0377  VERT ORDER  -  SECOND    CLASS 0
 OP0377
 OP0377.The horizontal coordinates were scaled from a topographic map and have
 OP0377.an estimated accuracy of +/- 6 seconds.
 OP0377
 OP0377.The orthometric height was determined by differential leveling
 OP0377.and adjusted by the National Geodetic Survey in June 1995..
 OP0377
 OP0377.The geoid height was determined by GEOID03.
 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     -   194,760.      711,550.      MT  (+/- 180 meters Scaled)
 OP0377
 OP0377                          SUPERSEDED SURVEY CONTROL
 OP0377
 OP0377  NAVD 88 (06/15/91)  412.488  (m)         1353.30   (f) UNKNOWN     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: 15TUJ312570(NAD 83)
 OP0377_MARKER: DB = BENCH MARK DISK
 OP0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0377_SP_SET: CONCRETE POST
 OP0377_STAMPING: 3206 A 1955
 OP0377_MARK LOGO: MNHD  
 OP0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0377+STABILITY: SURFACE MOTION
 OP0377
 OP0377  HISTORY     - Date     Condition        Report By
 OP0377  HISTORY     - 1955     MONUMENTED       MNHD
 OP0377  HISTORY     - 1972     GOOD             MNDT
 OP0377  HISTORY     - 19810401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6944 ***********************************************************************
 DF6944  DESIGNATION -  3206 J
 DF6944  PID         -  DF6944
 DF6944  STATE/COUNTY-  MN/JACKSON
 DF6944  USGS QUAD   -  WINDOM (1970)
 DF6944
 DF6944                         *CURRENT SURVEY CONTROL
 DF6944  ___________________________________________________________________
 DF6944* NAD 83(1996)-  43 48 31.86980(N)    095 02 21.64130(W)     ADJUSTED  
 DF6944* NAVD 88     -       434.8    (meters)    1427.     (feet)  GPS OBS   
 DF6944  ___________________________________________________________________
 DF6944  X           -    -404,985.280 (meters)                     COMP
 DF6944  Y           -  -4,592,677.010 (meters)                     COMP
 DF6944  Z           -   4,393,071.451 (meters)                     COMP
 DF6944  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 DF6944  ELLIP HEIGHT-         407.48  (meters)          (08/07/03) GPS OBS
 DF6944  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DF6944
 DF6944  HORZ ORDER  -  FIRST
 DF6944  ELLP ORDER  -  THIRD     CLASS I
 DF6944
 DF6944.The horizontal coordinates were established by GPS observations
 DF6944.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6944
 DF6944.The orthometric height was determined by GPS observations and a
 DF6944.high-resolution geoid model.
 DF6944
 DF6944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6944
 DF6944.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6944
 DF6944.The ellipsoidal height was determined by GPS observations
 DF6944.and is referenced to NAD 83.
 DF6944
 DF6944.The geoid height was determined by GEOID03.
 DF6944
 DF6944;                    North         East     Units Scale Factor Converg.
 DF6944;SPC MN S     -   190,405.733   716,373.652   MT  0.99999457   -0 43 42.6
 DF6944;UTM  15      - 4,852,664.124   335,971.841   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  =   0.99986704
 DF6944
 DF6944                          SUPERSEDED SURVEY CONTROL
 DF6944
 DF6944.No superseded survey control is available for this station.
 DF6944
 DF6944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3597252664(NAD 83)
 DF6944_MARKER: DB = BENCH MARK DISK
 DF6944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6944_STAMPING: 3206 J 1955
 DF6944_MARK LOGO: MNHD  
 DF6944_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF6944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6944+STABILITY: SURFACE MOTION
 DF6944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6944+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF6944
 DF6944  HISTORY     - Date     Condition        Report By
 DF6944  HISTORY     - 1955     MONUMENTED       MNHD
 DF6944  HISTORY     - 2002     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6945 ***********************************************************************
 DF6945  DESIGNATION -  3206 S
 DF6945  PID         -  DF6945
 DF6945  STATE/COUNTY-  MN/JACKSON
 DF6945  USGS QUAD   -  JACKSON NW (1970)
 DF6945
 DF6945                         *CURRENT SURVEY CONTROL
 DF6945  ___________________________________________________________________
 DF6945* NAD 83(1996)-  43 44 46.46257(N)    094 59 39.48419(W)     ADJUSTED  
 DF6945* NAVD 88     -       432.6    (meters)    1419.     (feet)  GPS OBS   
 DF6945  ___________________________________________________________________
 DF6945  X           -    -401,793.475 (meters)                     COMP
 DF6945  Y           -  -4,597,787.494 (meters)                     COMP
 DF6945  Z           -   4,388,046.503 (meters)                     COMP
 DF6945  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 DF6945  ELLIP HEIGHT-         405.18  (meters)          (08/07/03) GPS OBS
 DF6945  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DF6945
 DF6945  HORZ ORDER  -  FIRST
 DF6945  ELLP ORDER  -  THIRD     CLASS I
 DF6945
 DF6945.The horizontal coordinates were established by GPS observations
 DF6945.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6945
 DF6945.The ellipsoidal height was determined by GPS observations
 DF6945.and is referenced to NAD 83.
 DF6945
 DF6945.The geoid height was determined by GEOID03.
 DF6945
 DF6945;                    North         East     Units Scale Factor Converg.
 DF6945;SPC MN S     -   183,404.344   719,913.091   MT  1.00000824   -0 41 49.0
 DF6945;UTM  15      - 4,845,621.588   339,427.308   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  =   0.99985361
 DF6945
 DF6945                          SUPERSEDED SURVEY CONTROL
 DF6945
 DF6945.No superseded survey control is available for this station.
 DF6945
 DF6945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3942745622(NAD 83)
 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 = OCTOBER  6, 2006
 DF6946 ***********************************************************************
 DF6946  DESIGNATION -  3207 D
 DF6946  PID         -  DF6946
 DF6946  STATE/COUNTY-  MN/JACKSON
 DF6946  USGS QUAD   -  LAKEFIELD SW (1970)
 DF6946
 DF6946                         *CURRENT SURVEY CONTROL
 DF6946  ___________________________________________________________________
 DF6946* NAD 83(1996)-  43 31 49.25549(N)    095 10 29.38532(W)     ADJUSTED  
 DF6946* NAVD 88     -       431.9    (meters)    1417.     (feet)  GPS OBS   
 DF6946  ___________________________________________________________________
 DF6946  X           -    -417,771.270 (meters)                     COMP
 DF6946  Y           -  -4,612,984.914 (meters)                     COMP
 DF6946  Z           -   4,370,685.495 (meters)                     COMP
 DF6946  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 DF6946  ELLIP HEIGHT-         404.37  (meters)          (08/07/03) GPS OBS
 DF6946  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DF6946
 DF6946  HORZ ORDER  -  FIRST
 DF6946  ELLP ORDER  -  THIRD     CLASS I
 DF6946
 DF6946.The horizontal coordinates were established by GPS observations
 DF6946.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6946
 DF6946.The ellipsoidal height was determined by GPS observations
 DF6946.and is referenced to NAD 83.
 DF6946
 DF6946.The geoid height was determined by GEOID03.
 DF6946
 DF6946;                    North         East     Units Scale Factor Converg.
 DF6946;SPC MN S     -   159,612.312   705,028.470   MT  1.00006440   -0 49 24.5
 DF6946;UTM  15      - 4,822,009.583   324,263.248   MT  0.99997989   -1 29 53.8
 DF6946
 DF6946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6946!SPC MN S     -   0.99993659  x   1.00006440  =   1.00000099
 DF6946!UTM  15      -   0.99993659  x   0.99997989  =   0.99991648
 DF6946
 DF6946                          SUPERSEDED SURVEY CONTROL
 DF6946
 DF6946.No superseded survey control is available for this station.
 DF6946
 DF6946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2426322010(NAD 83)
 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 = OCTOBER  6, 2006
 OP0449 ***********************************************************************
 OP0449  DESIGNATION -  3208 A
 OP0449  PID         -  OP0449
 OP0449  STATE/COUNTY-  MN/JACKSON
 OP0449  USGS QUAD   -  LAKEFIELD (1982)
 OP0449
 OP0449                         *CURRENT SURVEY CONTROL
 OP0449  ___________________________________________________________________
 OP0449* NAD 83(1986)-  43 39 19.     (N)    095 10 26.     (W)     SCALED    
 OP0449* NAVD 88     -       454.275  (meters)    1490.40   (feet)  ADJUSTED  
 OP0449  ___________________________________________________________________
 OP0449  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 OP0449  DYNAMIC HT  -         454.168 (meters)    1490.05  (feet)  COMP
 OP0449  MODELED GRAV-     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
 OP0449.and adjusted by the National Geodetic Survey in June 1991..
 OP0449
 OP0449.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0448 ***********************************************************************
 OP0448  DESIGNATION -  3208 A 1
 OP0448  PID         -  OP0448
 OP0448  STATE/COUNTY-  MN/JACKSON
 OP0448  USGS QUAD   -  LAKEFIELD (1982)
 OP0448
 OP0448                         *CURRENT SURVEY CONTROL
 OP0448  ___________________________________________________________________
 OP0448* NAD 83(1986)-  43 37 53.     (N)    095 10 26.     (W)     SCALED    
 OP0448* NAVD 88     -       440.534  (meters)    1445.32   (feet)  ADJUSTED  
 OP0448  ___________________________________________________________________
 OP0448  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 OP0448  DYNAMIC HT  -         440.428 (meters)    1444.97  (feet)  COMP
 OP0448  MODELED GRAV-     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
 OP0448.and adjusted by the National Geodetic Survey in June 1991..
 OP0448
 OP0448.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OP0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0448_SP_SET: CULVERT
 OP0448_STAMPING: 3208 A1 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 = OCTOBER  6, 2006
 OP0450 ***********************************************************************
 OP0450  DESIGNATION -  3208 B
 OP0450  PID         -  OP0450
 OP0450  STATE/COUNTY-  MN/JACKSON
 OP0450  USGS QUAD   -  LAKEFIELD (1982)
 OP0450
 OP0450                         *CURRENT SURVEY CONTROL
 OP0450  ___________________________________________________________________
 OP0450* NAD 83(1986)-  43 40 25.     (N)    095 10 26.     (W)     SCALED    
 OP0450* NAVD 88     -       445.214  (meters)    1460.67   (feet)  ADJUSTED  
 OP0450  ___________________________________________________________________
 OP0450  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 OP0450  DYNAMIC HT  -         445.109 (meters)    1460.33  (feet)  COMP
 OP0450  MODELED GRAV-     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
 OP0450.and adjusted by the National Geodetic Survey in June 1991..
 OP0450
 OP0450.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OP0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OP0451 ***********************************************************************
 OP0451  DESIGNATION -  3208 C
 OP0451  PID         -  OP0451
 OP0451  STATE/COUNTY-  MN/JACKSON
 OP0451  USGS QUAD   -  LAKEFIELD (1982)
 OP0451
 OP0451                         *CURRENT SURVEY CONTROL
 OP0451  ___________________________________________________________________
 OP0451* NAD 83(1986)-  43 40 45.     (N)    095 10 29.     (W)     SCALED    
 OP0451* NAVD 88     -       453.204  (meters)    1486.89   (feet)  ADJUSTED  
 OP0451  ___________________________________________________________________
 OP0451  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 OP0451  DYNAMIC HT  -         453.098 (meters)    1486.54  (feet)  COMP
 OP0451  MODELED GRAV-     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
 OP0451.and adjusted by the National Geodetic Survey in June 1991..
 OP0451
 OP0451.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN0967 ***********************************************************************
 RN0967  DESIGNATION -  321/2 BOLT
 RN0967  PID         -  RN0967
 RN0967  STATE/COUNTY-  MN/CROW WING
 RN0967  USGS QUAD   -  CUYUNA (1973)
 RN0967
 RN0967                         *CURRENT SURVEY CONTROL
 RN0967  ___________________________________________________________________
 RN0967* NAD 83(1986)-  46 33 01.     (N)    093 59 43.     (W)     SCALED    
 RN0967* NAVD 88     -       362.27   (+/-2cm)    1188.5    (feet)  VERTCON   
 RN0967  ___________________________________________________________________
 RN0967  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 RN0967
 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.The vertical order pertains to the NGVD 29 superseded value.
 RN0967
 RN0967.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 RN0967_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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             NGS
 RN0967
 RN0967                          STATION DESCRIPTION
 RN0967
 RN0967'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RN0966 ***********************************************************************
 RN0966  DESIGNATION -  321/2 CAP
 RN0966  PID         -  RN0966
 RN0966  STATE/COUNTY-  MN/CROW WING
 RN0966  USGS QUAD   -  CUYUNA (1973)
 RN0966
 RN0966                         *CURRENT SURVEY CONTROL
 RN0966  ___________________________________________________________________
 RN0966* NAD 83(1986)-  46 33 01.     (N)    093 59 43.     (W)     SCALED    
 RN0966* NAVD 88     -       363.47   (+/-2cm)    1192.5    (feet)  VERTCON   
 RN0966  ___________________________________________________________________
 RN0966  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 RN0966
 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.The vertical order pertains to the NGVD 29 superseded value.
 RN0966
 RN0966.The geoid height was determined by GEOID03.
 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_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             NGS
 RN0966
 RN0966                          STATION DESCRIPTION
 RN0966
 RN0966'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RN0970 ***********************************************************************
 RN0970  DESIGNATION -  322/2 BOLT
 RN0970  PID         -  RN0970
 RN0970  STATE/COUNTY-  MN/CROW WING
 RN0970  USGS QUAD   -  CUYUNA (1973)
 RN0970
 RN0970                         *CURRENT SURVEY CONTROL
 RN0970  ___________________________________________________________________
 RN0970* NAD 83(1986)-  46 32 31.     (N)    093 56 37.     (W)     SCALED    
 RN0970* NAVD 88     -       364.05   (+/-2cm)    1194.4    (feet)  VERTCON   
 RN0970  ___________________________________________________________________
 RN0970  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 RN0970
 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.The vertical order pertains to the NGVD 29 superseded value.
 RN0970
 RN0970.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 RN0970_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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             NGS
 RN0970
 RN0970                          STATION DESCRIPTION
 RN0970
 RN0970'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RN0969 ***********************************************************************
 RN0969  DESIGNATION -  322/2 CAP
 RN0969  PID         -  RN0969
 RN0969  STATE/COUNTY-  MN/CROW WING
 RN0969  USGS QUAD   -  CUYUNA (1973)
 RN0969
 RN0969                         *CURRENT SURVEY CONTROL
 RN0969  ___________________________________________________________________
 RN0969* NAD 83(1986)-  46 32 31.     (N)    093 56 37.     (W)     SCALED    
 RN0969* NAVD 88     -       365.26   (+/-2cm)    1198.4    (feet)  VERTCON   
 RN0969  ___________________________________________________________________
 RN0969  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 RN0969
 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.The vertical order pertains to the NGVD 29 superseded value.
 RN0969
 RN0969.The geoid height was determined by GEOID03.
 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_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             NGS
 RN0969
 RN0969                          STATION DESCRIPTION
 RN0969
 RN0969'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RN0973 ***********************************************************************
 RN0973  DESIGNATION -  323/2 BOLT
 RN0973  PID         -  RN0973
 RN0973  STATE/COUNTY-  MN/CROW WING
 RN0973  USGS QUAD   -  CUYUNA (1973)
 RN0973
 RN0973                         *CURRENT SURVEY CONTROL
 RN0973  ___________________________________________________________________
 RN0973* NAD 83(1986)-  46 33 32.     (N)    093 53 25.     (W)     SCALED    
 RN0973* NAVD 88     -       367.55   (+/-2cm)    1205.9    (feet)  VERTCON   
 RN0973  ___________________________________________________________________
 RN0973  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 RN0973
 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.The vertical order pertains to the NGVD 29 superseded value.
 RN0973
 RN0973.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 RN0973_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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             NGS
 RN0973
 RN0973                          STATION DESCRIPTION
 RN0973
 RN0973'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RN0972 ***********************************************************************
 RN0972  DESIGNATION -  323/2 CAP
 RN0972  PID         -  RN0972
 RN0972  STATE/COUNTY-  MN/CROW WING
 RN0972  USGS QUAD   -  CUYUNA (1973)
 RN0972
 RN0972                         *CURRENT SURVEY CONTROL
 RN0972  ___________________________________________________________________
 RN0972* NAD 83(1986)-  46 33 32.     (N)    093 53 25.     (W)     SCALED    
 RN0972* NAVD 88     -       368.76   (+/-2cm)    1209.8    (feet)  VERTCON   
 RN0972  ___________________________________________________________________
 RN0972  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 RN0972
 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.The vertical order pertains to the NGVD 29 superseded value.
 RN0972
 RN0972.The geoid height was determined by GEOID03.
 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_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             NGS
 RN0972
 RN0972                          STATION DESCRIPTION
 RN0972
 RN0972'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RN0976 ***********************************************************************
 RN0976  DESIGNATION -  324/2 BOLT
 RN0976  PID         -  RN0976
 RN0976  STATE/COUNTY-  MN/CROW WING
 RN0976  USGS QUAD   -  IRON HUB (1973)
 RN0976
 RN0976                         *CURRENT SURVEY CONTROL
 RN0976  ___________________________________________________________________
 RN0976* NAD 83(1986)-  46 34 50.     (N)    093 49 59.     (W)     SCALED    
 RN0976* NAVD 88     -       369.18   (+/-2cm)    1211.2    (feet)  VERTCON   
 RN0976  ___________________________________________________________________
 RN0976  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 RN0976
 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.The vertical order pertains to the NGVD 29 superseded value.
 RN0976
 RN0976.The geoid height was determined by GEOID03.
 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_MARKER: B = BOLT
 RN0976_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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             NGS
 RN0976
 RN0976                          STATION DESCRIPTION
 RN0976
 RN0976'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RN0978 ***********************************************************************
 RN0978  DESIGNATION -  325/2 CAP
 RN0978  PID         -  RN0978
 RN0978  STATE/COUNTY-  MN/AITKIN
 RN0978  USGS QUAD   -  IRON HUB (1973)
 RN0978
 RN0978                         *CURRENT SURVEY CONTROL
 RN0978  ___________________________________________________________________
 RN0978* NAD 83(1986)-  46 34 49.     (N)    093 47 29.     (W)     SCALED    
 RN0978* NAVD 88     -       368.55   (+/-2cm)    1209.2    (feet)  VERTCON   
 RN0978  ___________________________________________________________________
 RN0978  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 RN0978
 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.The vertical order pertains to the NGVD 29 superseded value.
 RN0978
 RN0978.The geoid height was determined by GEOID03.
 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_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             NGS
 RN0978  HISTORY     - 1973     POOR             USGS
 RN0978
 RN0978                          STATION DESCRIPTION
 RN0978
 RN0978'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RN0982 ***********************************************************************
 RN0982  DESIGNATION -  326/2 BOLT
 RN0982  PID         -  RN0982
 RN0982  STATE/COUNTY-  MN/AITKIN
 RN0982  USGS QUAD   -  IRON HUB (1973)
 RN0982
 RN0982                         *CURRENT SURVEY CONTROL
 RN0982  ___________________________________________________________________
 RN0982* NAD 83(1986)-  46 32 48.     (N)    093 46 59.     (W)     SCALED    
 RN0982* NAVD 88     -       364.93   (+/-2cm)    1197.3    (feet)  VERTCON   
 RN0982  ___________________________________________________________________
 RN0982  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 RN0982
 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.The vertical order pertains to the NGVD 29 superseded value.
 RN0982
 RN0982.The geoid height was determined by GEOID03.
 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_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             NGS
 RN0982  HISTORY     - 1963     MARK NOT FOUND   USGS
 RN0982
 RN0982                          STATION DESCRIPTION
 RN0982
 RN0982'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RN0981 ***********************************************************************
 RN0981  DESIGNATION -  326/2 CAP
 RN0981  PID         -  RN0981
 RN0981  STATE/COUNTY-  MN/AITKIN
 RN0981  USGS QUAD   -  IRON HUB (1973)
 RN0981
 RN0981                         *CURRENT SURVEY CONTROL
 RN0981  ___________________________________________________________________
 RN0981* NAD 83(1986)-  46 32 48.     (N)    093 46 59.     (W)     SCALED    
 RN0981* NAVD 88     -       366.14   (+/-2cm)    1201.2    (feet)  VERTCON   
 RN0981  ___________________________________________________________________
 RN0981  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 RN0981
 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.The vertical order pertains to the NGVD 29 superseded value.
 RN0981
 RN0981.The geoid height was determined by GEOID03.
 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_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             NGS
 RN0981  HISTORY     - 1963     MARK NOT FOUND   USGS
 RN0981
 RN0981                          STATION DESCRIPTION
 RN0981
 RN0981'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RN0985 ***********************************************************************
 RN0985  DESIGNATION -  327/2 BOLT
 RN0985  PID         -  RN0985
 RN0985  STATE/COUNTY-  MN/AITKIN
 RN0985  USGS QUAD   -  AITKIN (1973)
 RN0985
 RN0985                         *CURRENT SURVEY CONTROL
 RN0985  ___________________________________________________________________
 RN0985* NAD 83(1986)-  46 33 06.     (N)    093 44 47.     (W)     SCALED    
 RN0985* NAVD 88     -       365.067  (meters)    1197.72   (feet)  ADJUSTED  
 RN0985  ___________________________________________________________________
 RN0985  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 RN0985  DYNAMIC HT  -         365.085 (meters)    1197.78  (feet)  COMP
 RN0985  MODELED GRAV-     980,652.9   (mgal)                       NAVD 88
 RN0985
 RN0985  VERT ORDER  -  FIRST     CLASS II
 RN0985
 RN0985.The horizontal coordinates were scaled from a topographic map and have
 RN0985.an estimated accuracy of +/- 6 seconds.
 RN0985
 RN0985.The orthometric height was determined by differential leveling
 RN0985.and adjusted by the National Geodetic Survey in June 1991..
 RN0985
 RN0985.The geoid height was determined by GEOID03.
 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     -   272,590.      838,620.      MT  (+/- 180 meters Scaled)
 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: 15TVM427556(NAD 83)
 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             NGS
 RN0985
 RN0985                          STATION DESCRIPTION
 RN0985
 RN0985'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RN0984 ***********************************************************************
 RN0984  DESIGNATION -  327/2 CAP
 RN0984  PID         -  RN0984
 RN0984  STATE/COUNTY-  MN/AITKIN
 RN0984  USGS QUAD   -  AITKIN (1973)
 RN0984
 RN0984                         *CURRENT SURVEY CONTROL
 RN0984  ___________________________________________________________________
 RN0984* NAD 83(1986)-  46 33 06.     (N)    093 44 47.     (W)     SCALED    
 RN0984* NAVD 88     -       366.275  (meters)    1201.69   (feet)  ADJUSTED  
 RN0984  ___________________________________________________________________
 RN0984  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 RN0984  DYNAMIC HT  -         366.293 (meters)    1201.75  (feet)  COMP
 RN0984  MODELED GRAV-     980,652.9   (mgal)                       NAVD 88
 RN0984
 RN0984  VERT ORDER  -  FIRST     CLASS II
 RN0984
 RN0984.The horizontal coordinates were scaled from a topographic map and have
 RN0984.an estimated accuracy of +/- 6 seconds.
 RN0984
 RN0984.The orthometric height was determined by differential leveling
 RN0984.and adjusted by the National Geodetic Survey in June 1991..
 RN0984
 RN0984.The geoid height was determined by GEOID03.
 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     -   272,590.      838,620.      MT  (+/- 180 meters Scaled)
 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: 15TVM427556(NAD 83)
 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             NGS
 RN0984
 RN0984                          STATION DESCRIPTION
 RN0984
 RN0984'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 OP0414 ***********************************************************************
 OP0414  DESIGNATION -  3280 A
 OP0414  PID         -  OP0414
 OP0414  STATE/COUNTY-  MN/JACKSON
 OP0414  USGS QUAD   -  BREWSTER (1976)
 OP0414
 OP0414                         *CURRENT SURVEY CONTROL
 OP0414  ___________________________________________________________________
 OP0414* NAD 83(1986)-  43 38 15.     (N)    095 26 41.     (W)     SCALED    
 OP0414* NAVD 88     -       458.781  (meters)    1505.18   (feet)  ADJUSTED  
 OP0414  ___________________________________________________________________
 OP0414  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 OP0414  DYNAMIC HT  -         458.673 (meters)    1504.83  (feet)  COMP
 OP0414  MODELED GRAV-     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
 OP0414.and adjusted by the National Geodetic Survey in June 1991..
 OP0414
 OP0414.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0278 ***********************************************************************
 OP0278  DESIGNATION -  3280 AA RESET
 OP0278  PID         -  OP0278
 OP0278  STATE/COUNTY-  MN/JACKSON
 OP0278  USGS QUAD   -  JACKSON NW (1970)
 OP0278
 OP0278                         *CURRENT SURVEY CONTROL
 OP0278  ___________________________________________________________________
 OP0278* NAD 83(1986)-  43 38 24.     (N)    094 59 45.     (W)     SCALED    
 OP0278* NAVD 88     -       448.487  (meters)    1471.41   (feet)  ADJUSTED  
 OP0278  ___________________________________________________________________
 OP0278  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 OP0278  DYNAMIC HT  -         448.383 (meters)    1471.07  (feet)  COMP
 OP0278  MODELED GRAV-     980,371.9   (mgal)                       NAVD 88
 OP0278
 OP0278  VERT ORDER  -  FIRST     CLASS II
 OP0278
 OP0278.The horizontal coordinates were scaled from a topographic map and have
 OP0278.an estimated accuracy of +/- 6 seconds.
 OP0278
 OP0278.The orthometric height was determined by differential leveling
 OP0278.and adjusted by the National Geodetic Survey in June 1991..
 OP0278.WARNING-Repeat measurements at this control monument indicate possible
 OP0278.vertical movement.
 OP0278
 OP0278.The geoid height was determined by GEOID03.
 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     -   171,600.      719,650.      MT  (+/- 180 meters Scaled)
 OP0278
 OP0278                          SUPERSEDED SURVEY CONTROL
 OP0278
 OP0278.No superseded survey control is available for this station.
 OP0278
 OP0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ390338(NAD 83)
 OP0278_MARKER: DD = SURVEY DISK
 OP0278_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0278_SP_SET: ABUTMENT
 OP0278_STAMPING: 3280 AA RESET 1974
 OP0278_MARK LOGO: MNDT  
 OP0278_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0278+STABILITY: POSITION/ELEVATION WELL
 OP0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0278+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 OP0278
 OP0278  HISTORY     - Date     Condition        Report By
 OP0278  HISTORY     - 1974     MONUMENTED       MNDT
 OP0278  HISTORY     - 1975     GOOD             MNDT
 OP0278  HISTORY     - 19900829 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0288 ***********************************************************************
 OP0288  DESIGNATION -  3280 AB
 OP0288  PID         -  OP0288
 OP0288  STATE/COUNTY-  MN/JACKSON
 OP0288  USGS QUAD   -  JACKSON NW (1970)
 OP0288
 OP0288                         *CURRENT SURVEY CONTROL
 OP0288  ___________________________________________________________________
 OP0288* NAD 83(1996)-  43 38 43.67697(N)    094 57 26.92260(W)     ADJUSTED  
 OP0288* NAVD 88     -       444.684  (meters)    1458.93   (feet)  ADJUSTED  
 OP0288  ___________________________________________________________________
 OP0288  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 OP0288  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 OP0288  DYNAMIC HT  -         444.580 (meters)    1458.59  (feet)  COMP
 OP0288  MODELED GRAV-     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
 OP0288.and adjusted by the National Geodetic Survey in June 1991..
 OP0288
 OP0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0288
 OP0288.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0288;SPC MN S     -   172,172.874   722,747.719   MT  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  =   0.99984117
 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: 15TUJ4212834358(NAD 83)
 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 = OCTOBER  6, 2006
 OP0291 ***********************************************************************
 OP0291  DESIGNATION -  3280 AC
 OP0291  PID         -  OP0291
 OP0291  STATE/COUNTY-  MN/JACKSON
 OP0291  USGS QUAD   -  JACKSON NW (1970)
 OP0291
 OP0291                         *CURRENT SURVEY CONTROL
 OP0291  ___________________________________________________________________
 OP0291* NAD 83(1996)-  43 39 07.40854(N)    094 54 52.00799(W)     ADJUSTED  
 OP0291* NAVD 88     -       436.142  (meters)    1430.91   (feet)  ADJUSTED  
 OP0291  ___________________________________________________________________
 OP0291  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 OP0291  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 OP0291  DYNAMIC HT  -         436.040 (meters)    1430.57  (feet)  COMP
 OP0291  MODELED GRAV-     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
 OP0291.and adjusted by the National Geodetic Survey in June 1991..
 OP0291
 OP0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0291
 OP0291.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0291;SPC MN S     -   172,865.516   726,227.704   MT  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  =   0.99982912
 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: 15TUJ4561535010(NAD 83)
 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 = OCTOBER  6, 2006
 OP0296 ***********************************************************************
 OP0296  DESIGNATION -  3280 AD
 OP0296  PID         -  OP0296
 OP0296  STATE/COUNTY-  MN/JACKSON
 OP0296  USGS QUAD   -  ALPHA (1970)
 OP0296
 OP0296                         *CURRENT SURVEY CONTROL
 OP0296  ___________________________________________________________________
 OP0296* NAD 83(1996)-  43 39 08.06901(N)    094 52 29.49739(W)     ADJUSTED  
 OP0296* NAVD 88     -       422.036  (meters)    1384.63   (feet)  ADJUSTED  
 OP0296  ___________________________________________________________________
 OP0296  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 OP0296  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 OP0296  DYNAMIC HT  -         421.936 (meters)    1384.30  (feet)  COMP
 OP0296  MODELED GRAV-     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
 OP0296.and adjusted by the National Geodetic Survey in June 1991..
 OP0296
 OP0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0296
 OP0296.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0296;SPC MN S     -   172,850.946   729,421.391   MT  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     -   0.99993817  x   1.00003098  =   0.99996915
 OP0296!UTM  15      -   0.99993817  x   0.99988117  =   0.99981935
 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_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 = OCTOBER  6, 2006
 OP0297 ***********************************************************************
 OP0297  DESIGNATION -  3280 AD 1
 OP0297  PID         -  OP0297
 OP0297  STATE/COUNTY-  MN/JACKSON
 OP0297  USGS QUAD   -  JACKSON NW (1970)
 OP0297
 OP0297                         *CURRENT SURVEY CONTROL
 OP0297  ___________________________________________________________________
 OP0297* NAD 83(1986)-  43 38 54.     (N)    094 52 31.     (W)     SCALED    
 OP0297* NAVD 88     -       414.416  (meters)    1359.63   (feet)  ADJUSTED  
 OP0297  ___________________________________________________________________
 OP0297  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 OP0297  DYNAMIC HT  -         414.318 (meters)    1359.31  (feet)  COMP
 OP0297  MODELED GRAV-     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
 OP0297.and adjusted by the National Geodetic Survey in June 1991..
 OP0297
 OP0297.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OP0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0297_SP_SET: CULVERT
 OP0297_STAMPING: 3280 AD1 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 = OCTOBER  6, 2006
 OP0436 ***********************************************************************
 OP0436  DESIGNATION -  3280 AE
 OP0436  PID         -  OP0436
 OP0436  STATE/COUNTY-  MN/JACKSON
 OP0436  USGS QUAD   -  OKABENA (1976)
 OP0436
 OP0436                         *CURRENT SURVEY CONTROL
 OP0436  ___________________________________________________________________
 OP0436* NAD 83(1986)-  43 38 11.     (N)    095 18 24.     (W)     SCALED    
 OP0436* NAVD 88     -       435.880  (meters)    1430.05   (feet)  ADJUSTED  
 OP0436  ___________________________________________________________________
 OP0436  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 OP0436  DYNAMIC HT  -         435.772 (meters)    1429.70  (feet)  COMP
 OP0436  MODELED GRAV-     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
 OP0436.and adjusted by the National Geodetic Survey in June 1991..
 OP0436
 OP0436.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OP0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OP0441 ***********************************************************************
 OP0441  DESIGNATION -  3280 AF
 OP0441  PID         -  OP0441
 OP0441  STATE/COUNTY-  MN/JACKSON
 OP0441  USGS QUAD   -  OKABENA (1976)
 OP0441
 OP0441                         *CURRENT SURVEY CONTROL
 OP0441  ___________________________________________________________________
 OP0441* NAD 83(1986)-  43 38 15.     (N)    095 16 28.     (W)     SCALED    
 OP0441* NAVD 88     -       446.786  (meters)    1465.83   (feet)  ADJUSTED  
 OP0441  ___________________________________________________________________
 OP0441  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 OP0441  DYNAMIC HT  -         446.675 (meters)    1465.47  (feet)  COMP
 OP0441  MODELED GRAV-     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
 OP0441.and adjusted by the National Geodetic Survey in June 1991..
 OP0441
 OP0441.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0422 ***********************************************************************
 OP0422  DESIGNATION -  3280 AG
 OP0422  PID         -  OP0422
 OP0422  STATE/COUNTY-  MN/JACKSON
 OP0422  USGS QUAD   -  BREWSTER (1976)
 OP0422
 OP0422                         *CURRENT SURVEY CONTROL
 OP0422  ___________________________________________________________________
 OP0422* NAD 83(1986)-  43 38 15.     (N)    095 22 32.     (W)     SCALED    
 OP0422* NAVD 88     -       453.892  (meters)    1489.14   (feet)  ADJUSTED  
 OP0422  ___________________________________________________________________
 OP0422  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 OP0422  DYNAMIC HT  -         453.782 (meters)    1488.78  (feet)  COMP
 OP0422  MODELED GRAV-     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
 OP0422.and adjusted by the National Geodetic Survey in June 1991..
 OP0422.WARNING-Repeat measurements at this control monument indicate possible
 OP0422.vertical movement.
 OP0422
 OP0422.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0429 ***********************************************************************
 OP0429  DESIGNATION -  3280 AH
 OP0429  PID         -  OP0429
 OP0429  STATE/COUNTY-  MN/JACKSON
 OP0429  USGS QUAD   -  OKABENA (1976)
 OP0429
 OP0429                         *CURRENT SURVEY CONTROL
 OP0429  ___________________________________________________________________
 OP0429* NAD 83(1986)-  43 38 16.     (N)    095 20 01.     (W)     SCALED    
 OP0429* NAVD 88     -       439.632  (meters)    1442.36   (feet)  ADJUSTED  
 OP0429  ___________________________________________________________________
 OP0429  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 OP0429  DYNAMIC HT  -         439.523 (meters)    1442.00  (feet)  COMP
 OP0429  MODELED GRAV-     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
 OP0429.and adjusted by the National Geodetic Survey in June 1991..
 OP0429
 OP0429.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0435 ***********************************************************************
 OP0435  DESIGNATION -  3280 AJ
 OP0435  PID         -  OP0435
 OP0435  STATE/COUNTY-  MN/JACKSON
 OP0435  USGS QUAD   -  OKABENA (1976)
 OP0435
 OP0435                         *CURRENT SURVEY CONTROL
 OP0435  ___________________________________________________________________
 OP0435* NAD 83(1986)-  43 38 19.     (N)    095 18 51.     (W)     SCALED    
 OP0435* NAVD 88     -       437.074  (meters)    1433.97   (feet)  ADJUSTED  
 OP0435  ___________________________________________________________________
 OP0435  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 OP0435  DYNAMIC HT  -         436.965 (meters)    1433.61  (feet)  COMP
 OP0435  MODELED GRAV-     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
 OP0435.and adjusted by the National Geodetic Survey in June 1991..
 OP0435
 OP0435.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OP0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OP0455 ***********************************************************************
 OP0455  DESIGNATION -  3280 AK
 OP0455  PID         -  OP0455
 OP0455  STATE/COUNTY-  MN/JACKSON
 OP0455  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0455
 OP0455                         *CURRENT SURVEY CONTROL
 OP0455  ___________________________________________________________________
 OP0455* NAD 83(1996)-  43 38 16.33978(N)    095 06 44.69513(W)     ADJUSTED  
 OP0455* NAVD 88     -       461.959  (meters)    1515.61   (feet)  ADJUSTED  
 OP0455  ___________________________________________________________________
 OP0455  X           -    -412,013.955 (meters)                     COMP
 OP0455  Y           -  -4,605,255.268 (meters)                     COMP
 OP0455  Z           -   4,379,360.325 (meters)                     COMP
 OP0455  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 OP0455  ELLIP HEIGHT-         434.55  (meters)          (02/05/03) GPS OBS
 OP0455  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 OP0455  DYNAMIC HT  -         461.851 (meters)    1515.26  (feet)  COMP
 OP0455  MODELED GRAV-     980,371.0   (mgal)                       NAVD 88
 OP0455
 OP0455  HORZ ORDER  -  FIRST
 OP0455  VERT ORDER  -  FIRST     CLASS II
 OP0455  ELLP ORDER  -  THIRD     CLASS II
 OP0455
 OP0455.The horizontal coordinates were established by GPS observations
 OP0455.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0455
 OP0455.The orthometric height was determined by differential leveling
 OP0455.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP0455
 OP0455.The ellipsoidal height was determined by GPS observations
 OP0455.and is referenced to NAD 83.
 OP0455
 OP0455.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0455;SPC MN S     -   171,487.500   710,236.182   MT  1.00003469   -0 46 47.0
 OP0455;UTM  15      - 4,833,821.492   329,610.396   MT  0.99995712   -1 27 29.2
 OP0455
 OP0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0455!SPC MN S     -   0.99993186  x   1.00003469  =   0.99996655
 OP0455!UTM  15      -   0.99993186  x   0.99995712  =   0.99988899
 OP0455
 OP0455                          SUPERSEDED SURVEY CONTROL
 OP0455
 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_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: MNDT  
 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 - December 02, 1996
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0457 ***********************************************************************
 OP0457  DESIGNATION -  3280 AL
 OP0457  PID         -  OP0457
 OP0457  STATE/COUNTY-  MN/JACKSON
 OP0457  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0457
 OP0457                         *CURRENT SURVEY CONTROL
 OP0457  ___________________________________________________________________
 OP0457* NAD 83(1986)-  43 38 12.     (N)    095 05 40.     (W)     SCALED    
 OP0457* NAVD 88     -       470.306  (meters)    1543.00   (feet)  ADJUSTED  
 OP0457  ___________________________________________________________________
 OP0457  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 OP0457  DYNAMIC HT  -         470.196 (meters)    1542.63  (feet)  COMP
 OP0457  MODELED GRAV-     980,370.6   (mgal)                       NAVD 88
 OP0457
 OP0457  VERT ORDER  -  FIRST     CLASS II
 OP0457
 OP0457.The horizontal coordinates were scaled from a topographic map and have
 OP0457.an estimated accuracy of +/- 6 seconds.
 OP0457
 OP0457.The orthometric height was determined by differential leveling
 OP0457.and adjusted by the National Geodetic Survey in June 1991..
 OP0457.WARNING-Repeat measurements at this control monument indicate possible
 OP0457.vertical movement.
 OP0457
 OP0457.The geoid height was determined by GEOID03.
 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     -   171,330.      711,680.      MT  (+/- 180 meters Scaled)
 OP0457
 OP0457                          SUPERSEDED SURVEY CONTROL
 OP0457
 OP0457.No superseded survey control is available for this station.
 OP0457
 OP0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ310336(NAD 83)
 OP0457_MARKER: DD = SURVEY DISK
 OP0457_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0457_SP_SET: ABUTMENT
 OP0457_STAMPING: 3280 AL 1974
 OP0457_MARK LOGO: MNDT  
 OP0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0457+STABILITY: POSITION/ELEVATION WELL
 OP0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0457+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 OP0457
 OP0457  HISTORY     - Date     Condition        Report By
 OP0457  HISTORY     - 1974     MONUMENTED       MNDT
 OP0457  HISTORY     - 1975     GOOD             MNDT
 OP0457  HISTORY     - 19900829 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0463 ***********************************************************************
 OP0463  DESIGNATION -  3280 AM
 OP0463  PID         -  OP0463
 OP0463  STATE/COUNTY-  MN/JACKSON
 OP0463  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0463
 OP0463                         *CURRENT SURVEY CONTROL
 OP0463  ___________________________________________________________________
 OP0463* NAD 83(1986)-  43 38 17.     (N)    095 00 28.     (W)     SCALED    
 OP0463* NAVD 88     -       424.576  (meters)    1392.96   (feet)  ADJUSTED  
 OP0463  ___________________________________________________________________
 OP0463  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 OP0463  DYNAMIC HT  -         424.476 (meters)    1392.63  (feet)  COMP
 OP0463  MODELED GRAV-     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
 OP0463.and adjusted by the National Geodetic Survey in June 1991..
 OP0463
 OP0463.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OP0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 OP0282 ***********************************************************************
 OP0282  DESIGNATION -  3280 AN
 OP0282  PID         -  OP0282
 OP0282  STATE/COUNTY-  MN/JACKSON
 OP0282  USGS QUAD   -  JACKSON NW (1970)
 OP0282
 OP0282                         *CURRENT SURVEY CONTROL
 OP0282  ___________________________________________________________________
 OP0282* NAD 83(1986)-  43 38 30.     (N)    094 58 25.     (W)     SCALED    
 OP0282* NAVD 88     -       447.732  (meters)    1468.93   (feet)  ADJUSTED  
 OP0282  ___________________________________________________________________
 OP0282  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 OP0282  DYNAMIC HT  -         447.628 (meters)    1468.59  (feet)  COMP
 OP0282  MODELED GRAV-     980,371.9   (mgal)                       NAVD 88
 OP0282
 OP0282  VERT ORDER  -  FIRST     CLASS II
 OP0282
 OP0282.The horizontal coordinates were scaled from a topographic map and have
 OP0282.an estimated accuracy of +/- 6 seconds.
 OP0282
 OP0282.The orthometric height was determined by differential leveling
 OP0282.and adjusted by the National Geodetic Survey in June 1991..
 OP0282.WARNING-Repeat measurements at this control monument indicate possible
 OP0282.vertical movement.
 OP0282
 OP0282.The geoid height was determined by GEOID03.
 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     -   171,770.      721,440.      MT  (+/- 180 meters Scaled)
 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: 15TUJ408339(NAD 83)
 OP0282_MARKER: DD = SURVEY DISK
 OP0282_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0282_SP_SET: ABUTMENT
 OP0282_STAMPING: 3280 AN 1974
 OP0282_MARK LOGO: MNDT  
 OP0282_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0282+STABILITY: 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0299 ***********************************************************************
 OP0299  DESIGNATION -  3280 AP
 OP0299  PID         -  OP0299
 OP0299  STATE/COUNTY-  MN/JACKSON
 OP0299  USGS QUAD   -  ALPHA (1970)
 OP0299
 OP0299                         *CURRENT SURVEY CONTROL
 OP0299  ___________________________________________________________________
 OP0299* NAD 83(1986)-  43 39 12.     (N)    094 51 37.     (W)     SCALED    
 OP0299* NAVD 88     -       407.736  (meters)    1337.71   (feet)  ADJUSTED  
 OP0299  ___________________________________________________________________
 OP0299  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 OP0299  DYNAMIC HT  -         407.638 (meters)    1337.39  (feet)  COMP
 OP0299  MODELED GRAV-     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
 OP0299.and adjusted by the National Geodetic Survey in June 1991..
 OP0299
 OP0299.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OP0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OP0415 ***********************************************************************
 OP0415  DESIGNATION -  3280 B RESET
 OP0415  PID         -  OP0415
 OP0415  STATE/COUNTY-  MN/JACKSON
 OP0415  USGS QUAD   -  BREWSTER (1976)
 OP0415
 OP0415                         *CURRENT SURVEY CONTROL
 OP0415  ___________________________________________________________________
 OP0415* NAD 83(1996)-  43 38 18.36311(N)    095 25 30.38619(W)     ADJUSTED  
 OP0415* NAVD 88     -       455.721  (meters)    1495.14   (feet)  ADJUSTED  
 OP0415  ___________________________________________________________________
 OP0415  X           -    -437,136.421 (meters)                     COMP
 OP0415  Y           -  -4,602,891.025 (meters)                     COMP
 OP0415  Z           -   4,379,401.497 (meters)                     COMP
 OP0415  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 OP0415  ELLIP HEIGHT-         428.72  (meters)          (02/05/03) GPS OBS
 OP0415  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 OP0415  DYNAMIC HT  -         455.613 (meters)    1494.79  (feet)  COMP
 OP0415  MODELED GRAV-     980,367.1   (mgal)                       NAVD 88
 OP0415
 OP0415  HORZ ORDER  -  FIRST
 OP0415  VERT ORDER  -  FIRST     CLASS II
 OP0415  ELLP ORDER  -  THIRD     CLASS II
 OP0415
 OP0415.The horizontal coordinates were established by GPS observations
 OP0415.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0415
 OP0415.The orthometric height was determined by differential leveling
 OP0415.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP0415
 OP0415.The ellipsoidal height was determined by GPS observations
 OP0415.and is referenced to NAD 83.
 OP0415
 OP0415.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0415;SPC MN S     -   171,941.569   685,007.581   MT  1.00003454   -0 59 56.0
 OP0415;UTM  15      - 4,834,573.517   304,389.474   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  =   0.99996731
 OP0415!UTM  15      -   0.99993278  x   1.00007067  =   1.00000344
 OP0415
 OP0415                          SUPERSEDED SURVEY CONTROL
 OP0415
 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: 15TUJ0438934574(NAD 83)
 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 = OCTOBER  6, 2006
 OP0289 ***********************************************************************
 OP0289  DESIGNATION -  3280 BB
 OP0289  PID         -  OP0289
 OP0289  STATE/COUNTY-  MN/JACKSON
 OP0289  USGS QUAD   -  JACKSON NW (1970)
 OP0289
 OP0289                         *CURRENT SURVEY CONTROL
 OP0289  ___________________________________________________________________
 OP0289* NAD 83(1986)-  43 39 09.     (N)    094 56 41.     (W)     SCALED    
 OP0289* NAVD 88     -       436.573  (meters)    1432.32   (feet)  ADJUSTED  
 OP0289  ___________________________________________________________________
 OP0289  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 OP0289  DYNAMIC HT  -         436.471 (meters)    1431.99  (feet)  COMP
 OP0289  MODELED GRAV-     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
 OP0289.and adjusted by the National Geodetic Survey in June 1991..
 OP0289
 OP0289.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0420 ***********************************************************************
 OP0420  DESIGNATION -  3280 C
 OP0420  PID         -  OP0420
 OP0420  STATE/COUNTY-  MN/JACKSON
 OP0420  USGS QUAD   -  BREWSTER (1976)
 OP0420
 OP0420                         *CURRENT SURVEY CONTROL
 OP0420  ___________________________________________________________________
 OP0420* NAD 83(1986)-  43 38 16.     (N)    095 24 18.     (W)     SCALED    
 OP0420* NAVD 88     -       452.951  (meters)    1486.06   (feet)  ADJUSTED  
 OP0420  ___________________________________________________________________
 OP0420  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 OP0420  DYNAMIC HT  -         452.842 (meters)    1485.70  (feet)  COMP
 OP0420  MODELED GRAV-     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
 OP0420.and adjusted by the National Geodetic Survey in June 1991..
 OP0420
 OP0420.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0290 ***********************************************************************
 OP0290  DESIGNATION -  3280 CC
 OP0290  PID         -  OP0290
 OP0290  STATE/COUNTY-  MN/JACKSON
 OP0290  USGS QUAD   -  JACKSON NW (1970)
 OP0290
 OP0290                         *CURRENT SURVEY CONTROL
 OP0290  ___________________________________________________________________
 OP0290* NAD 83(1986)-  43 39 09.     (N)    094 55 27.     (W)     SCALED    
 OP0290* NAVD 88     -       431.535  (meters)    1415.79   (feet)  ADJUSTED  
 OP0290  ___________________________________________________________________
 OP0290  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 OP0290  DYNAMIC HT  -         431.433 (meters)    1415.46  (feet)  COMP
 OP0290  MODELED GRAV-     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
 OP0290.and adjusted by the National Geodetic Survey in June 1991..
 OP0290
 OP0290.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0421 ***********************************************************************
 OP0421  DESIGNATION -  3280 D RESET
 OP0421  PID         -  OP0421
 OP0421  STATE/COUNTY-  MN/JACKSON
 OP0421  USGS QUAD   -  BREWSTER (1976)
 OP0421
 OP0421                         *CURRENT SURVEY CONTROL
 OP0421  ___________________________________________________________________
 OP0421* NAD 83(1996)-  43 38 15.88827(N)    095 23 31.41949(W)     ADJUSTED  
 OP0421* NAVD 88     -       450.536  (meters)    1478.13   (feet)  ADJUSTED  
 OP0421  ___________________________________________________________________
 OP0421  X           -    -434,486.150 (meters)                     COMP
 OP0421  Y           -  -4,603,191.083 (meters)                     COMP
 OP0421  Z           -   4,379,342.593 (meters)                     COMP
 OP0421  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 OP0421  ELLIP HEIGHT-         423.47  (meters)          (02/05/03) GPS OBS
 OP0421  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 OP0421  DYNAMIC HT  -         450.427 (meters)    1477.78  (feet)  COMP
 OP0421  MODELED GRAV-     980,363.4   (mgal)                       NAVD 88
 OP0421
 OP0421  HORZ ORDER  -  FIRST
 OP0421  VERT ORDER  -  FIRST     CLASS II
 OP0421  ELLP ORDER  -  THIRD     CLASS II
 OP0421
 OP0421.The horizontal coordinates were established by GPS observations
 OP0421.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0421
 OP0421.The orthometric height was determined by differential leveling
 OP0421.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP0421
 OP0421.The ellipsoidal height was determined by GPS observations
 OP0421.and is referenced to NAD 83.
 OP0421
 OP0421.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0421;SPC MN S     -   171,819.248   687,672.538   MT  1.00003472   -0 58 32.6
 OP0421;UTM  15      - 4,834,419.788   307,052.883   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  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: 15TUJ0705334420(NAD 83)
 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 = OCTOBER  6, 2006
 OP0294 ***********************************************************************
 OP0294  DESIGNATION -  3280 DD
 OP0294  PID         -  OP0294
 OP0294  STATE/COUNTY-  MN/JACKSON
 OP0294  USGS QUAD   -  JACKSON NW (1970)
 OP0294
 OP0294                         *CURRENT SURVEY CONTROL
 OP0294  ___________________________________________________________________
 OP0294* NAD 83(1986)-  43 39 09.     (N)    094 54 16.     (W)     SCALED    
 OP0294* NAVD 88     -       427.917  (meters)    1403.92   (feet)  ADJUSTED  
 OP0294  ___________________________________________________________________
 OP0294  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 OP0294  DYNAMIC HT  -         427.816 (meters)    1403.59  (feet)  COMP
 OP0294  MODELED GRAV-     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
 OP0294.and adjusted by the National Geodetic Survey in June 1991..
 OP0294
 OP0294.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OP0294_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 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 = OCTOBER  6, 2006
 OP0427 ***********************************************************************
 OP0427  DESIGNATION -  3280 E
 OP0427  PID         -  OP0427
 OP0427  STATE/COUNTY-  MN/JACKSON
 OP0427  USGS QUAD   -  OKABENA (1976)
 OP0427
 OP0427                         *CURRENT SURVEY CONTROL
 OP0427  ___________________________________________________________________
 OP0427* NAD 83(1996)-  43 38 16.15638(N)    095 21 55.49181(W)     ADJUSTED  
 OP0427* NAVD 88     -       446.274  (meters)    1464.15   (feet)  ADJUSTED  
 OP0427  ___________________________________________________________________
 OP0427  X           -    -432,344.467 (meters)                     COMP
 OP0427  Y           -  -4,603,383.832 (meters)                     COMP
 OP0427  Z           -   4,379,345.580 (meters)                     COMP
 OP0427  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 OP0427  ELLIP HEIGHT-         419.12  (meters)          (02/05/03) GPS OBS
 OP0427  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 OP0427  DYNAMIC HT  -         446.164 (meters)    1463.79  (feet)  COMP
 OP0427  MODELED GRAV-     980,360.9   (mgal)                       NAVD 88
 OP0427
 OP0427  HORZ ORDER  -  FIRST
 OP0427  VERT ORDER  -  SECOND    CLASS I
 OP0427  ELLP ORDER  -  THIRD     CLASS II
 OP0427
 OP0427.The horizontal coordinates were established by GPS observations
 OP0427.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0427
 OP0427.The orthometric height was determined by differential leveling
 OP0427.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP0427
 OP0427.The ellipsoidal height was determined by GPS observations
 OP0427.and is referenced to NAD 83.
 OP0427
 OP0427.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0427;SPC MN S     -   171,791.256   689,822.626   MT  1.00003470   -0 57 25.4
 OP0427;UTM  15      - 4,834,366.442   309,202.531   MT  1.00004779   -1 37 58.3
 OP0427
 OP0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0427!SPC MN S     -   0.99993428  x   1.00003470  =   0.99996898
 OP0427!UTM  15      -   0.99993428  x   1.00004779  =   0.99998207
 OP0427
 OP0427                          SUPERSEDED SURVEY CONTROL
 OP0427
 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: 15TUJ0920334366(NAD 83)
 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 = OCTOBER  6, 2006
 OP0295 ***********************************************************************
 OP0295  DESIGNATION -  3280 EE
 OP0295  PID         -  OP0295
 OP0295  STATE/COUNTY-  MN/JACKSON
 OP0295  USGS QUAD   -  JACKSON NW (1970)
 OP0295
 OP0295                         *CURRENT SURVEY CONTROL
 OP0295  ___________________________________________________________________
 OP0295* NAD 83(1986)-  43 39 10.     (N)    094 53 05.     (W)     SCALED    
 OP0295* NAVD 88     -       417.285  (meters)    1369.04   (feet)  ADJUSTED  
 OP0295  ___________________________________________________________________
 OP0295  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 OP0295  DYNAMIC HT  -         417.186 (meters)    1368.72  (feet)  COMP
 OP0295  MODELED GRAV-     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
 OP0295.and adjusted by the National Geodetic Survey in June 1991..
 OP0295
 OP0295.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0428 ***********************************************************************
 OP0428  DESIGNATION -  3280 F RESET
 OP0428  PID         -  OP0428
 OP0428  STATE/COUNTY-  MN/JACKSON
 OP0428  USGS QUAD   -  OKABENA (1976)
 OP0428
 OP0428                         *CURRENT SURVEY CONTROL
 OP0428  ___________________________________________________________________
 OP0428* NAD 83(1986)-  43 38 16.     (N)    095 20 52.     (W)     SCALED    
 OP0428* NAVD 88     -       447.280  (meters)    1467.45   (feet)  ADJUSTED  
 OP0428  ___________________________________________________________________
 OP0428  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 OP0428  DYNAMIC HT  -         447.169 (meters)    1467.09  (feet)  COMP
 OP0428  MODELED GRAV-     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
 OP0428.and adjusted by the National Geodetic Survey in June 1991..
 OP0428
 OP0428.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0298 ***********************************************************************
 OP0298  DESIGNATION -  3280 FF RESET
 OP0298  PID         -  OP0298
 OP0298  STATE/COUNTY-  MN/JACKSON
 OP0298  USGS QUAD   -  ALPHA (1970)
 OP0298
 OP0298                         *CURRENT SURVEY CONTROL
 OP0298  ___________________________________________________________________
 OP0298* NAD 83(1986)-  43 39 12.     (N)    094 51 55.     (W)     SCALED    
 OP0298* NAVD 88     -       410.200  (meters)    1345.80   (feet)  ADJUSTED  
 OP0298  ___________________________________________________________________
 OP0298  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 OP0298  DYNAMIC HT  -         410.102 (meters)    1345.48  (feet)  COMP
 OP0298  MODELED GRAV-     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
 OP0298.and adjusted by the National Geodetic Survey in June 1991..
 OP0298
 OP0298.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0283 ***********************************************************************
 OP0283  DESIGNATION -  3280 GG
 OP0283  PID         -  OP0283
 OP0283  STATE/COUNTY-  MN/JACKSON
 OP0283  USGS QUAD   -  JACKSON NW (1970)
 OP0283
 OP0283                         *CURRENT SURVEY CONTROL
 OP0283  ___________________________________________________________________
 OP0283* NAD 83(1986)-  43 38 30.     (N)    094 58 28.     (W)     SCALED    
 OP0283* NAVD 88     -       440.038  (meters)    1443.69   (feet)  ADJUSTED  
 OP0283  ___________________________________________________________________
 OP0283  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 OP0283  DYNAMIC HT  -         439.936 (meters)    1443.36  (feet)  COMP
 OP0283  MODELED GRAV-     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
 OP0283.and adjusted by the National Geodetic Survey in June 1991..
 OP0283
 OP0283.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0434 ***********************************************************************
 OP0434  DESIGNATION -  3280 H RESET
 OP0434  PID         -  OP0434
 OP0434  STATE/COUNTY-  MN/JACKSON
 OP0434  USGS QUAD   -  OKABENA (1976)
 OP0434
 OP0434                         *CURRENT SURVEY CONTROL
 OP0434  ___________________________________________________________________
 OP0434* NAD 83(1986)-  43 38 06.     (N)    095 18 51.     (W)     SCALED    
 OP0434* NAVD 88     -       444.493  (meters)    1458.31   (feet)  ADJUSTED  
 OP0434  ___________________________________________________________________
 OP0434  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 OP0434  DYNAMIC HT  -         444.382 (meters)    1457.94  (feet)  COMP
 OP0434  MODELED GRAV-     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
 OP0434.and adjusted by the National Geodetic Survey in June 1991..
 OP0434
 OP0434.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0437 ***********************************************************************
 OP0437  DESIGNATION -  3280 J
 OP0437  PID         -  OP0437
 OP0437  STATE/COUNTY-  MN/JACKSON
 OP0437  USGS QUAD   -  OKABENA (1976)
 OP0437
 OP0437                         *CURRENT SURVEY CONTROL
 OP0437  ___________________________________________________________________
 OP0437* NAD 83(1986)-  43 38 14.     (N)    095 18 17.     (W)     SCALED    
 OP0437* NAVD 88     -       439.937  (meters)    1443.36   (feet)  ADJUSTED  
 OP0437  ___________________________________________________________________
 OP0437  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 OP0437  DYNAMIC HT  -         439.827 (meters)    1443.00  (feet)  COMP
 OP0437  MODELED GRAV-     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
 OP0437.and adjusted by the National Geodetic Survey in June 1991..
 OP0437
 OP0437.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0440 ***********************************************************************
 OP0440  DESIGNATION -  3280 K RESET
 OP0440  PID         -  OP0440
 OP0440  STATE/COUNTY-  MN/JACKSON
 OP0440  USGS QUAD   -  OKABENA (1976)
 OP0440
 OP0440                         *CURRENT SURVEY CONTROL
 OP0440  ___________________________________________________________________
 OP0440* NAD 83(1986)-  43 38 17.     (N)    095 17 32.     (W)     SCALED    
 OP0440* NAVD 88     -       436.014  (meters)    1430.49   (feet)  ADJUSTED  
 OP0440  ___________________________________________________________________
 OP0440  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 OP0440  DYNAMIC HT  -         435.905 (meters)    1430.13  (feet)  COMP
 OP0440  MODELED GRAV-     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
 OP0440.and adjusted by the National Geodetic Survey in June 1991..
 OP0440.WARNING-Repeat measurements at this control monument indicate possible
 OP0440.vertical movement.
 OP0440
 OP0440.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0442 ***********************************************************************
 OP0442  DESIGNATION -  3280 L
 OP0442  PID         -  OP0442
 OP0442  STATE/COUNTY-  MN/JACKSON
 OP0442  USGS QUAD   -  OKABENA (1976)
 OP0442
 OP0442                         *CURRENT SURVEY CONTROL
 OP0442  ___________________________________________________________________
 OP0442* NAD 83(1996)-  43 38 18.02159(N)    095 15 53.77225(W)     ADJUSTED  
 OP0442* NAVD 88     -       436.192  (meters)    1431.07   (feet)  ADJUSTED  
 OP0442  ___________________________________________________________________
 OP0442  X           -    -424,266.684 (meters)                     COMP
 OP0442  Y           -  -4,604,088.007 (meters)                     COMP
 OP0442  Z           -   4,379,380.184 (meters)                     COMP
 OP0442  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 OP0442  ELLIP HEIGHT-         408.89  (meters)          (02/05/03) GPS OBS
 OP0442  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 OP0442  DYNAMIC HT  -         436.084 (meters)    1430.72  (feet)  COMP
 OP0442  MODELED GRAV-     980,358.8   (mgal)                       NAVD 88
 OP0442
 OP0442  HORZ ORDER  -  FIRST
 OP0442  VERT ORDER  -  SECOND    CLASS I
 OP0442  ELLP ORDER  -  THIRD     CLASS II
 OP0442
 OP0442.The horizontal coordinates were established by GPS observations
 OP0442.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0442
 OP0442.The orthometric height was determined by differential leveling
 OP0442.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP0442
 OP0442.The ellipsoidal height was determined by GPS observations
 OP0442.and is referenced to NAD 83.
 OP0442
 OP0442.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0442;SPC MN S     -   171,718.369   697,930.539   MT  1.00003457   -0 53 11.9
 OP0442;UTM  15      - 4,834,197.858   317,308.974   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  =   0.99997045
 OP0442!UTM  15      -   0.99993589  x   1.00001055  =   0.99994643
 OP0442
 OP0442                          SUPERSEDED SURVEY CONTROL
 OP0442
 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: 15TUJ1730934198(NAD 83)
 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 - December 03, 1996
 OP0442
 OP0442  HISTORY     - Date     Condition        Report By
 OP0442  HISTORY     - 1961     MONUMENTED       MNDT
 OP0442  HISTORY     - 1975     GOOD             MNDT
 OP0442  HISTORY     - 19961203 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0443 ***********************************************************************
 OP0443  DESIGNATION -  3280 M
 OP0443  PID         -  OP0443
 OP0443  STATE/COUNTY-  MN/JACKSON
 OP0443  USGS QUAD   -  LAKEFIELD (1982)
 OP0443
 OP0443                         *CURRENT SURVEY CONTROL
 OP0443  ___________________________________________________________________
 OP0443* NAD 83(1986)-  43 38 17.     (N)    095 14 42.     (W)     SCALED    
 OP0443* NAVD 88     -       435.039  (meters)    1427.29   (feet)  ADJUSTED  
 OP0443  ___________________________________________________________________
 OP0443  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 OP0443  DYNAMIC HT  -         434.932 (meters)    1426.94  (feet)  COMP
 OP0443  MODELED GRAV-     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
 OP0443.and adjusted by the National Geodetic Survey in June 1991..
 OP0443
 OP0443.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0444 ***********************************************************************
 OP0444  DESIGNATION -  3280 N
 OP0444  PID         -  OP0444
 OP0444  STATE/COUNTY-  MN/JACKSON
 OP0444  USGS QUAD   -  LAKEFIELD (1982)
 OP0444
 OP0444                         *CURRENT SURVEY CONTROL
 OP0444  ___________________________________________________________________
 OP0444* NAD 83(1996)-  43 38 18.86909(N)    095 13 30.64518(W)     ADJUSTED  
 OP0444* NAVD 88     -       433.517  (meters)    1422.30   (feet)  ADJUSTED  
 OP0444  ___________________________________________________________________
 OP0444  X           -    -421,069.986 (meters)                     COMP
 OP0444  Y           -  -4,604,361.382 (meters)                     COMP
 OP0444  Z           -   4,379,397.258 (meters)                     COMP
 OP0444  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 OP0444  ELLIP HEIGHT-         406.20  (meters)          (02/05/03) GPS OBS
 OP0444  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 OP0444  DYNAMIC HT  -         433.411 (meters)    1421.95  (feet)  COMP
 OP0444  MODELED GRAV-     980,362.1   (mgal)                       NAVD 88
 OP0444
 OP0444  HORZ ORDER  -  FIRST
 OP0444  VERT ORDER  -  SECOND    CLASS I
 OP0444  ELLP ORDER  -  THIRD     CLASS II
 OP0444
 OP0444.The horizontal coordinates were established by GPS observations
 OP0444.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0444
 OP0444.The orthometric height was determined by differential leveling
 OP0444.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP0444
 OP0444.The ellipsoidal height was determined by GPS observations
 OP0444.and is referenced to NAD 83.
 OP0444
 OP0444.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0444;SPC MN S     -   171,695.660   701,138.775   MT  1.00003451   -0 51 31.5
 OP0444;UTM  15      - 4,834,137.242   320,516.617   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  =   0.99997081
 OP0444!UTM  15      -   0.99993631  x   0.99999626  =   0.99993257
 OP0444
 OP0444                          SUPERSEDED SURVEY CONTROL
 OP0444
 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: 15TUJ2051734137(NAD 83)
 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 = OCTOBER  6, 2006
 OP0445 ***********************************************************************
 OP0445  DESIGNATION -  3280 P RESET
 OP0445  PID         -  OP0445
 OP0445  STATE/COUNTY-  MN/JACKSON
 OP0445  USGS QUAD   -  LAKEFIELD (1982)
 OP0445
 OP0445                         *CURRENT SURVEY CONTROL
 OP0445  ___________________________________________________________________
 OP0445* NAD 83(1986)-  43 38 16.     (N)    095 12 53.     (W)     SCALED    
 OP0445* NAVD 88     -       444.239  (meters)    1457.47   (feet)  ADJUSTED  
 OP0445  ___________________________________________________________________
 OP0445  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 OP0445  DYNAMIC HT  -         444.131 (meters)    1457.12  (feet)  COMP
 OP0445  MODELED GRAV-     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
 OP0445.and adjusted by the National Geodetic Survey in June 1991..
 OP0445
 OP0445.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0446 ***********************************************************************
 OP0446  DESIGNATION -  3280 Q RESET
 OP0446  PID         -  OP0446
 OP0446  STATE/COUNTY-  MN/JACKSON
 OP0446  USGS QUAD   -  LAKEFIELD (1982)
 OP0446
 OP0446                         *CURRENT SURVEY CONTROL
 OP0446  ___________________________________________________________________
 OP0446* NAD 83(1986)-  43 38 19.     (N)    095 11 36.     (W)     SCALED    
 OP0446* NAVD 88     -       438.750  (meters)    1439.47   (feet)  ADJUSTED  
 OP0446  ___________________________________________________________________
 OP0446  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 OP0446  DYNAMIC HT  -         438.645 (meters)    1439.12  (feet)  COMP
 OP0446  MODELED GRAV-     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
 OP0446.and adjusted by the National Geodetic Survey in June 1991..
 OP0446.WARNING-Repeat measurements at this control monument indicate possible
 OP0446.vertical movement.
 OP0446
 OP0446.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0447 ***********************************************************************
 OP0447  DESIGNATION -  3280 R RESET
 OP0447  PID         -  OP0447
 OP0447  STATE/COUNTY-  MN/JACKSON
 OP0447  USGS QUAD   -  LAKEFIELD (1982)
 OP0447
 OP0447                         *CURRENT SURVEY CONTROL
 OP0447  ___________________________________________________________________
 OP0447* NAD 83(1986)-  43 38 18.     (N)    095 10 27.     (W)     SCALED    
 OP0447* NAVD 88     -       451.571  (meters)    1481.53   (feet)  ADJUSTED  
 OP0447  ___________________________________________________________________
 OP0447  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 OP0447  DYNAMIC HT  -         451.464 (meters)    1481.18  (feet)  COMP
 OP0447  MODELED GRAV-     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
 OP0447.and adjusted by the National Geodetic Survey in June 1991..
 OP0447
 OP0447.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0452 ***********************************************************************
 OP0452  DESIGNATION -  3280 S RESET
 OP0452  PID         -  OP0452
 OP0452  STATE/COUNTY-  MN/JACKSON
 OP0452  USGS QUAD   -  LAKEFIELD (1982)
 OP0452
 OP0452                         *CURRENT SURVEY CONTROL
 OP0452  ___________________________________________________________________
 OP0452* NAD 83(1986)-  43 38 16.     (N)    095 09 05.     (W)     SCALED    
 OP0452* NAVD 88     -       451.315  (meters)    1480.69   (feet)  ADJUSTED  
 OP0452  ___________________________________________________________________
 OP0452  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 OP0452  DYNAMIC HT  -         451.208 (meters)    1480.34  (feet)  COMP
 OP0452  MODELED GRAV-     980,369.8   (mgal)                       NAVD 88
 OP0452
 OP0452  VERT ORDER  -  FIRST     CLASS II
 OP0452
 OP0452.The horizontal coordinates were scaled from a topographic map and have
 OP0452.an estimated accuracy of +/- 6 seconds.
 OP0452
 OP0452.The orthometric height was determined by differential leveling
 OP0452.and adjusted by the National Geodetic Survey in June 1991..
 OP0452
 OP0452.The geoid height was determined by GEOID03.
 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     -   171,520.      707,090.      MT  (+/- 180 meters Scaled)
 OP0452
 OP0452                          SUPERSEDED SURVEY CONTROL
 OP0452
 OP0452.No superseded survey control is available for this station.
 OP0452
 OP0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ264338(NAD 83)
 OP0452_MARKER: DD = SURVEY DISK
 OP0452_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP0452_SP_SET: FOOTING
 OP0452_STAMPING: 3280 S RESET 1974
 OP0452_MARK LOGO: MNDT  
 OP0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0452+STABILITY: SURFACE MOTION
 OP0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0452+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 OP0452
 OP0452  HISTORY     - Date     Condition        Report By
 OP0452  HISTORY     - 1974     MONUMENTED       MNDT
 OP0452  HISTORY     - 1975     GOOD             MNDT
 OP0452  HISTORY     - 19900829 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0453 ***********************************************************************
 OP0453  DESIGNATION -  3280 T
 OP0453  PID         -  OP0453
 OP0453  STATE/COUNTY-  MN/JACKSON
 OP0453  USGS QUAD   -  LAKEFIELD (1982)
 OP0453
 OP0453                         *CURRENT SURVEY CONTROL
 OP0453  ___________________________________________________________________
 OP0453* NAD 83(1986)-  43 38 17.     (N)    095 08 40.     (W)     SCALED    
 OP0453* NAVD 88     -       454.417  (meters)    1490.87   (feet)  ADJUSTED  
 OP0453  ___________________________________________________________________
 OP0453  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 OP0453  DYNAMIC HT  -         454.311 (meters)    1490.52  (feet)  COMP
 OP0453  MODELED GRAV-     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
 OP0453.and adjusted by the National Geodetic Survey in June 1991..
 OP0453
 OP0453.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0454 ***********************************************************************
 OP0454  DESIGNATION -  3280 U
 OP0454  PID         -  OP0454
 OP0454  STATE/COUNTY-  MN/JACKSON
 OP0454  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0454
 OP0454                         *CURRENT SURVEY CONTROL
 OP0454  ___________________________________________________________________
 OP0454* NAD 83(1986)-  43 38 17.     (N)    095 07 28.     (W)     SCALED    
 OP0454* NAVD 88     -       456.552  (meters)    1497.87   (feet)  ADJUSTED  
 OP0454  ___________________________________________________________________
 OP0454  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 OP0454  DYNAMIC HT  -         456.445 (meters)    1497.52  (feet)  COMP
 OP0454  MODELED GRAV-     980,371.0   (mgal)                       NAVD 88
 OP0454
 OP0454  VERT ORDER  -  SECOND    CLASS I
 OP0454
 OP0454.The horizontal coordinates were scaled from a topographic map and have
 OP0454.an estimated accuracy of +/- 6 seconds.
 OP0454
 OP0454.The orthometric height was determined by differential leveling
 OP0454.and adjusted by the National Geodetic Survey in June 1991..
 OP0454
 OP0454.The geoid height was determined by GEOID03.
 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     -   171,520.      709,270.      MT  (+/- 180 meters Scaled)
 OP0454
 OP0454                          SUPERSEDED SURVEY CONTROL
 OP0454
 OP0454.No superseded survey control is available for this station.
 OP0454
 OP0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ286338(NAD 83)
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0454+STABILITY: SURFACE MOTION
 OP0454
 OP0454  HISTORY     - Date     Condition        Report By
 OP0454  HISTORY     - 1961     MONUMENTED       MNDT
 OP0454  HISTORY     - 1975     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0458 ***********************************************************************
 OP0458  DESIGNATION -  3280 V
 OP0458  PID         -  OP0458
 OP0458  STATE/COUNTY-  MN/JACKSON
 OP0458  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0458
 OP0458                         *CURRENT SURVEY CONTROL
 OP0458  ___________________________________________________________________
 OP0458* NAD 83(1986)-  43 38 15.     (N)    095 05 04.     (W)     SCALED    
 OP0458* NAVD 88     -       465.802  (meters)    1528.22   (feet)  ADJUSTED  
 OP0458  ___________________________________________________________________
 OP0458  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 OP0458  DYNAMIC HT  -         465.693 (meters)    1527.86  (feet)  COMP
 OP0458  MODELED GRAV-     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
 OP0458.and adjusted by the National Geodetic Survey in June 1991..
 OP0458
 OP0458.The geoid height was determined by GEOID03.
 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     -   171,420.      712,490.      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: 15TUJ318337(NAD 83)
 OP0458_MARKER: DD = SURVEY DISK
 OP0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0458_SP_SET: CONCRETE POST
 OP0458_STAMPING: 3280 V 1961
 OP0458_MARK LOGO: MNDT  
 OP0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0458+STABILITY: SURFACE MOTION
 OP0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0458+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 OP0458
 OP0458  HISTORY     - Date     Condition        Report By
 OP0458  HISTORY     - 1961     MONUMENTED       MNDT
 OP0458  HISTORY     - 1975     GOOD             MNDT
 OP0458  HISTORY     - 19900829 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0459 ***********************************************************************
 OP0459  DESIGNATION -  3280 W
 OP0459  PID         -  OP0459
 OP0459  STATE/COUNTY-  MN/JACKSON
 OP0459  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0459
 OP0459                         *CURRENT SURVEY CONTROL
 OP0459  ___________________________________________________________________
 OP0459* NAD 83(1986)-  43 38 14.     (N)    095 03 52.     (W)     SCALED    
 OP0459* NAVD 88     -       457.688  (meters)    1501.60   (feet)  ADJUSTED  
 OP0459  ___________________________________________________________________
 OP0459  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 OP0459  DYNAMIC HT  -         457.581 (meters)    1501.25  (feet)  COMP
 OP0459  MODELED GRAV-     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
 OP0459.and adjusted by the National Geodetic Survey in June 1991..
 OP0459
 OP0459.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0460 ***********************************************************************
 OP0460  DESIGNATION -  3280 X RESET
 OP0460  PID         -  OP0460
 OP0460  STATE/COUNTY-  MN/JACKSON
 OP0460  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0460
 OP0460                         *CURRENT SURVEY CONTROL
 OP0460  ___________________________________________________________________
 OP0460* NAD 83(1986)-  43 38 15.     (N)    095 02 55.     (W)     SCALED    
 OP0460* NAVD 88     -       451.360  (meters)    1480.84   (feet)  ADJUSTED  
 OP0460  ___________________________________________________________________
 OP0460  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 OP0460  DYNAMIC HT  -         451.254 (meters)    1480.49  (feet)  COMP
 OP0460  MODELED GRAV-     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
 OP0460.and adjusted by the National Geodetic Survey in June 1991..
 OP0460
 OP0460.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0461 ***********************************************************************
 OP0461  DESIGNATION -  3280 Y RESET
 OP0461  PID         -  OP0461
 OP0461  STATE/COUNTY-  MN/JACKSON
 OP0461  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0461
 OP0461                         *CURRENT SURVEY CONTROL
 OP0461  ___________________________________________________________________
 OP0461* NAD 83(1986)-  43 38 16.     (N)    095 02 02.     (W)     SCALED    
 OP0461* NAVD 88     -       448.134  (meters)    1470.25   (feet)  ADJUSTED  
 OP0461  ___________________________________________________________________
 OP0461  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 OP0461  DYNAMIC HT  -         448.029 (meters)    1469.91  (feet)  COMP
 OP0461  MODELED GRAV-     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
 OP0461.and adjusted by the National Geodetic Survey in June 1991..
 OP0461
 OP0461.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0462 ***********************************************************************
 OP0462  DESIGNATION -  3280 Z RESET
 OP0462  PID         -  OP0462
 OP0462  STATE/COUNTY-  MN/JACKSON
 OP0462  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0462
 OP0462                         *CURRENT SURVEY CONTROL
 OP0462  ___________________________________________________________________
 OP0462* NAD 83(1986)-  43 38 17.     (N)    095 00 58.     (W)     SCALED    
 OP0462* NAVD 88     -       407.670  (meters)    1337.50   (feet)  ADJUSTED  
 OP0462  ___________________________________________________________________
 OP0462  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 OP0462  DYNAMIC HT  -         407.574 (meters)    1337.18  (feet)  COMP
 OP0462  MODELED GRAV-     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
 OP0462.and adjusted by the National Geodetic Survey in June 1991..
 OP0462.WARNING-Repeat measurements at this control monument indicate possible
 OP0462.vertical movement.
 OP0462
 OP0462.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN0988 ***********************************************************************
 RN0988  DESIGNATION -  328/2 BOLT
 RN0988  PID         -  RN0988
 RN0988  STATE/COUNTY-  MN/AITKIN
 RN0988  USGS QUAD   -  AITKIN (1973)
 RN0988
 RN0988                         *CURRENT SURVEY CONTROL
 RN0988  ___________________________________________________________________
 RN0988* NAD 83(1986)-  46 32 22.     (N)    093 42 27.     (W)     SCALED    
 RN0988* NAVD 88     -       365.024  (meters)    1197.58   (feet)  ADJUSTED  
 RN0988  ___________________________________________________________________
 RN0988  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 RN0988  DYNAMIC HT  -         365.042 (meters)    1197.64  (feet)  COMP
 RN0988  MODELED GRAV-     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
 RN0988.and adjusted by the National Geodetic Survey in June 1991..
 RN0988
 RN0988.The geoid height was determined by GEOID03.
 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_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             NGS
 RN0988  HISTORY     - 1973     MARK NOT FOUND   USGS
 RN0988
 RN0988                          STATION DESCRIPTION
 RN0988
 RN0988'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RN0987 ***********************************************************************
 RN0987  DESIGNATION -  328/2 CAP
 RN0987  PID         -  RN0987
 RN0987  STATE/COUNTY-  MN/AITKIN
 RN0987  USGS QUAD   -  AITKIN (1973)
 RN0987
 RN0987                         *CURRENT SURVEY CONTROL
 RN0987  ___________________________________________________________________
 RN0987* NAD 83(1986)-  46 32 22.     (N)    093 42 27.     (W)     SCALED    
 RN0987* NAVD 88     -       366.237  (meters)    1201.56   (feet)  ADJUSTED  
 RN0987  ___________________________________________________________________
 RN0987  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 RN0987  DYNAMIC HT  -         366.256 (meters)    1201.62  (feet)  COMP
 RN0987  MODELED GRAV-     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
 RN0987.and adjusted by the National Geodetic Survey in June 1991..
 RN0987
 RN0987.The geoid height was determined by GEOID03.
 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_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             NGS
 RN0987  HISTORY     - 1973     MARK NOT FOUND   USGS
 RN0987
 RN0987                          STATION DESCRIPTION
 RN0987
 RN0987'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 RN0940 ***********************************************************************
 RN0940  DESIGNATION -  328/3 BOLT
 RN0940  PID         -  RN0940
 RN0940  STATE/COUNTY-  MN/AITKIN
 RN0940  USGS QUAD   -  AITKIN (1973)
 RN0940
 RN0940                         *CURRENT SURVEY CONTROL
 RN0940  ___________________________________________________________________
 RN0940* NAD 83(1986)-  46 32 29.     (N)    093 42 27.     (W)     SCALED    
 RN0940* NAVD 88     -       365.053  (meters)    1197.68   (feet)  ADJUSTED  
 RN0940  ___________________________________________________________________
 RN0940  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 RN0940  DYNAMIC HT  -         365.072 (meters)    1197.74  (feet)  COMP
 RN0940  MODELED GRAV-     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
 RN0940.and adjusted by the National Geodetic Survey in June 1991..
 RN0940
 RN0940.The geoid height was determined by GEOID03.
 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_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             NGS
 RN0940  HISTORY     - 1973     MARK NOT FOUND   USGS
 RN0940
 RN0940                          STATION DESCRIPTION
 RN0940
 RN0940'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 DF5924 ***********************************************************************
 DF5924  DESIGNATION -  33
 DF5924  PID         -  DF5924
 DF5924  STATE/COUNTY-  MN/PINE
 DF5924  USGS QUAD   -  HINCKLEY (1991)
 DF5924
 DF5924                         *CURRENT SURVEY CONTROL
 DF5924  ___________________________________________________________________
 DF5924* NAD 83(1996)-  46 01 05.80428(N)    092 59 25.30280(W)     ADJUSTED  
 DF5924* NAVD 88     -       324.1    (meters)    1063.     (feet)  GPS OBS   
 DF5924  ___________________________________________________________________
 DF5924  X           -    -231,472.637 (meters)                     COMP
 DF5924  Y           -  -4,431,022.505 (meters)                     COMP
 DF5924  Z           -   4,566,872.098 (meters)                     COMP
 DF5924  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 DF5924  ELLIP HEIGHT-         296.61  (meters)          (05/27/03) GPS OBS
 DF5924  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DF5924
 DF5924  HORZ ORDER  -  FIRST
 DF5924  ELLP ORDER  -  THIRD     CLASS I
 DF5924
 DF5924.The horizontal coordinates were established by GPS observations
 DF5924.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5924
 DF5924.The orthometric height was determined by GPS observations and a
 DF5924.high-resolution geoid model.
 DF5924
 DF5924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5924
 DF5924.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5924
 DF5924.The ellipsoidal height was determined by GPS observations
 DF5924.and is referenced to NAD 83.
 DF5924
 DF5924.The geoid height was determined by GEOID03.
 DF5924
 DF5924;                    North         East     Units Scale Factor Converg.
 DF5924;SPC MN C     -   213,953.159   897,533.352   MT  0.99993721   +0 54 40.3
 DF5924;UTM  15      - 5,096,078.459   500,746.055   MT  0.99960001   +0 00 25.0
 DF5924
 DF5924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5924!SPC MN C     -   0.99995350  x   0.99993721  =   0.99989072
 DF5924!UTM  15      -   0.99995350  x   0.99960001  =   0.99955353
 DF5924
 DF5924                          SUPERSEDED SURVEY CONTROL
 DF5924
 DF5924.No superseded survey control is available for this station.
 DF5924
 DF5924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0074696078(NAD 83)
 DF5924_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5924_STAMPING: NO 33
 DF5924_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5924+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5924
 DF5924  HISTORY     - Date     Condition        Report By
 DF5924  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0713 ***********************************************************************
 SK0713  DESIGNATION -  33 CER
 SK0713  PID         -  SK0713
 SK0713  STATE/COUNTY-  MN/POLK
 SK0713  USGS QUAD   -  TRAIL (1972)
 SK0713
 SK0713                         *CURRENT SURVEY CONTROL
 SK0713  ___________________________________________________________________
 SK0713* NAD 83(1986)-  47 46 40.     (N)    095 41 15.     (W)     SCALED    
 SK0713* NAVD 88     -       373.316  (meters)    1224.79   (feet)  ADJUSTED  
 SK0713  ___________________________________________________________________
 SK0713  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 SK0713  DYNAMIC HT  -         373.380 (meters)    1225.00  (feet)  COMP
 SK0713  MODELED GRAV-     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
 SK0713.and adjusted by the National Geodetic Survey in June 1991..
 SK0713
 SK0713.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0714 ***********************************************************************
 SK0714  DESIGNATION -  33 CER A TBM
 SK0714  PID         -  SK0714
 SK0714  STATE/COUNTY-  MN/POLK
 SK0714  USGS QUAD   -  TRAIL (1972)
 SK0714
 SK0714                         *CURRENT SURVEY CONTROL
 SK0714  ___________________________________________________________________
 SK0714* NAD 83(1986)-  47 47 00.     (N)    095 42 31.     (W)     SCALED    
 SK0714* NAVD 88     -       384.265  (meters)    1260.71   (feet)  ADJUSTED  
 SK0714  ___________________________________________________________________
 SK0714  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 SK0714  DYNAMIC HT  -         384.331 (meters)    1260.93  (feet)  COMP
 SK0714  MODELED GRAV-     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
 SK0714.and adjusted by the National Geodetic Survey in June 1991..
 SK0714
 SK0714.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG5407 ***********************************************************************
 DG5407  DESIGNATION -  33 DRL
 DG5407  PID         -  DG5407
 DG5407  STATE/COUNTY-  MN/TODD
 DG5407  USGS QUAD   -  LAKE OSAKIS WEST (1977)
 DG5407
 DG5407                         *CURRENT SURVEY CONTROL
 DG5407  ___________________________________________________________________
 DG5407* NAD 83(1996)-  45 58 08.10083(N)    095 08 10.53828(W)     ADJUSTED  
 DG5407* NAVD 88     -       417.1    (meters)    1368.     (feet)  GPS OBS   
 DG5407  ___________________________________________________________________
 DG5407  X           -    -397,585.764 (meters)                     COMP
 DG5407  Y           -  -4,423,243.662 (meters)                     COMP
 DG5407  Z           -   4,563,127.835 (meters)                     COMP
 DG5407  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 DG5407  ELLIP HEIGHT-         390.78  (meters)          (05/07/04) GPS OBS
 DG5407  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 DG5407
 DG5407  HORZ ORDER  -  FIRST
 DG5407  ELLP ORDER  -  FOURTH    CLASS I
 DG5407
 DG5407.The horizontal coordinates were established by GPS observations
 DG5407.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5407
 DG5407.The orthometric height was determined by GPS observations and a
 DG5407.high-resolution geoid model.
 DG5407
 DG5407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5407
 DG5407.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5407
 DG5407.The ellipsoidal height was determined by GPS observations
 DG5407.and is referenced to NAD 83.
 DG5407
 DG5407.The geoid height was determined by GEOID03.
 DG5407
 DG5407;                    North         East     Units Scale Factor Converg.
 DG5407;SPC MN C     -   208,075.539   731,314.291   MT  0.99994231   -0 38 28.0
 DG5407;UTM  15      - 5,092,812.784   334,493.040   MT  0.99993676   -1 32 10.5
 DG5407
 DG5407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5407!SPC MN C     -   0.99993874  x   0.99994231  =   0.99988106
 DG5407!UTM  15      -   0.99993874  x   0.99993676  =   0.99987551
 DG5407
 DG5407                          SUPERSEDED SURVEY CONTROL
 DG5407
 DG5407.No superseded survey control is available for this station.
 DG5407
 DG5407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3449392813(NAD 83)
 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 = OCTOBER  6, 2006
 PQ0537 ***********************************************************************
 PQ0537  DESIGNATION -  33 LMT
 PQ0537  PID         -  PQ0537
 PQ0537  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0537  USGS QUAD   -  CLARKFIELD NE (1965)
 PQ0537
 PQ0537                         *CURRENT SURVEY CONTROL
 PQ0537  ___________________________________________________________________
 PQ0537* NAD 83(1986)-  44 57 00.     (N)    095 51 31.     (W)     SCALED    
 PQ0537* NAVD 88     -       310.935  (meters)    1020.13   (feet)  ADJUSTED  
 PQ0537  ___________________________________________________________________
 PQ0537  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 PQ0537  DYNAMIC HT  -         310.911 (meters)    1020.05  (feet)  COMP
 PQ0537  MODELED GRAV-     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
 PQ0537.and adjusted by the National Geodetic Survey in June 1991..
 PQ0537
 PQ0537.The geoid height was determined by GEOID03.
 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_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
 PQ0537  HISTORY     - Date     Condition        Report By
 PQ0537  HISTORY     - 1963     MONUMENTED       USGS
 PQ0537  HISTORY     - 1974     GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4963 ***********************************************************************
 DH4963  DESIGNATION -  33 RC
 DH4963  PID         -  DH4963
 DH4963  STATE/COUNTY-  MN/PINE
 DH4963  USGS QUAD   -  WILBUR LAKE (1981)
 DH4963
 DH4963                         *CURRENT SURVEY CONTROL
 DH4963  ___________________________________________________________________
 DH4963* NAD 83(1986)-  46 00 40.     (N)    092 31 43.     (W)     SCALED    
 DH4963* NAVD 88     -       279.849  (meters)     918.14   (feet)  ADJUSTED  
 DH4963  ___________________________________________________________________
 DH4963  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DH4963  DYNAMIC HT  -         279.874 (meters)     918.22  (feet)  COMP
 DH4963  MODELED GRAV-     980,694.2   (mgal)                       NAVD 88
 DH4963
 DH4963  VERT ORDER  -  SECOND    CLASS I
 DH4963
 DH4963.The horizontal coordinates were scaled from a topographic map and have
 DH4963.an estimated accuracy of +/- 6 seconds.
 DH4963
 DH4963.The orthometric height was determined by differential leveling
 DH4963.and adjusted by the National Geodetic Survey in March 2006..
 DH4963.No vertical observational check was made to the station.
 DH4963
 DH4963.The geoid height was determined by GEOID03.
 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     -   213,830.      933,300.      MT  (+/- 180 meters Scaled)
 DH4963
 DH4963                          SUPERSEDED SURVEY CONTROL
 DH4963
 DH4963.No superseded survey control is available for this station.
 DH4963
 DH4963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL364953(NAD 83)
 DH4963_MARKER: DH = HORIZONTAL CONTROL DISK
 DH4963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4963_STAMPING: 33 RC 1954 918
 DH4963_MARK LOGO: USGS  
 DH4963_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4963+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1997
 DH4963
 DH4963  HISTORY     - Date     Condition        Report By
 DH4963  HISTORY     - 1954     MONUMENTED       USGS
 DH4963  HISTORY     - 19970409 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4646 ***********************************************************************
 DF4646  DESIGNATION -  33 RDS
 DF4646  PID         -  DF4646
 DF4646  STATE/COUNTY-  MN/FARIBAULT
 DF4646  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 DF4646
 DF4646                         *CURRENT SURVEY CONTROL
 DF4646  ___________________________________________________________________
 DF4646* NAD 83(1996)-  43 40 36.67032(N)    093 53 14.26824(W)     ADJUSTED  
 DF4646* NAVD 88     -       335.9    (meters)    1102.     (feet)  GPS OBS   
 DF4646  ___________________________________________________________________
 DF4646  X           -    -313,247.120 (meters)                     COMP
 DF4646  Y           -  -4,609,936.496 (meters)                     COMP
 DF4646  Z           -   4,382,405.859 (meters)                     COMP
 DF4646  LAPLACE CORR-          -5.55  (seconds)                    DEFLEC99
 DF4646  ELLIP HEIGHT-         307.04  (meters)          (03/20/03) GPS OBS
 DF4646  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DF4646
 DF4646  HORZ ORDER  -  FIRST
 DF4646  ELLP ORDER  -  THIRD     CLASS II
 DF4646
 DF4646.The horizontal coordinates were established by GPS observations
 DF4646.and adjusted by the MN DEPT OF TRANSP in March 2003..
 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 DEFLEC99 derived deflections.
 DF4646
 DF4646.The ellipsoidal height was determined by GPS observations
 DF4646.and is referenced to NAD 83.
 DF4646
 DF4646.The geoid height was determined by GEOID03.
 DF4646
 DF4646;                    North         East     Units Scale Factor Converg.
 DF4646;SPC MN S     -   175,214.072   809,088.640   MT  1.00002477   +0 04 44.4
 DF4646;UTM  15      - 4,836,365.094   428,476.671   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  =   0.99997662
 DF4646!UTM  15      -   0.99995186  x   0.99966292  =   0.99961479
 DF4646
 DF4646                          SUPERSEDED SURVEY CONTROL
 DF4646
 DF4646.No superseded survey control is available for this station.
 DF4646
 DF4646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2847736365(NAD 83)
 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 = OCTOBER  6, 2006
 QO2178 ***********************************************************************
 QO2178  DESIGNATION -  3301 A
 QO2178  PID         -  QO2178
 QO2178  STATE/COUNTY-  MN/KANABEC
 QO2178  USGS QUAD   -  OGILVIE (1968)
 QO2178
 QO2178                         *CURRENT SURVEY CONTROL
 QO2178  ___________________________________________________________________
 QO2178* NAD 83(1986)-  45 49 38.     (N)    093 26 22.     (W)     SCALED    
 QO2178* NAVD 88     -       316.990  (meters)    1039.99   (feet)  ADJUSTED  
 QO2178  ___________________________________________________________________
 QO2178  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 QO2178  DYNAMIC HT  -         316.989 (meters)    1039.99  (feet)  COMP
 QO2178  MODELED GRAV-     980,605.2   (mgal)                       NAVD 88
 QO2178
 QO2178  VERT ORDER  -  SECOND    CLASS I
 QO2178
 QO2178.The horizontal coordinates were scaled from a topographic map and have
 QO2178.an estimated accuracy of +/- 6 seconds.
 QO2178
 QO2178.The orthometric height was determined by differential leveling
 QO2178.and adjusted by the National Geodetic Survey in June 1991..
 QO2178
 QO2178.The geoid height was determined by GEOID03.
 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     -   192,270.      862,980.      MT  (+/- 180 meters Scaled)
 QO2178
 QO2178                          SUPERSEDED SURVEY CONTROL
 QO2178
 QO2178.No superseded survey control is available for this station.
 QO2178
 QO2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL658749(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2178+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2179 ***********************************************************************
 QO2179  DESIGNATION -  3301 B
 QO2179  PID         -  QO2179
 QO2179  STATE/COUNTY-  MN/KANABEC
 QO2179  USGS QUAD   -  OGILVIE (1968)
 QO2179
 QO2179                         *CURRENT SURVEY CONTROL
 QO2179  ___________________________________________________________________
 QO2179* NAD 83(1986)-  45 50 21.     (N)    093 25 09.     (W)     SCALED    
 QO2179* NAVD 88     -       315.041  (meters)    1033.60   (feet)  ADJUSTED  
 QO2179  ___________________________________________________________________
 QO2179  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 QO2179  DYNAMIC HT  -         315.040 (meters)    1033.59  (feet)  COMP
 QO2179  MODELED GRAV-     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
 QO2179.and adjusted by the National Geodetic Survey in June 1991..
 QO2179
 QO2179.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2180 ***********************************************************************
 QO2180  DESIGNATION -  3301 C
 QO2180  PID         -  QO2180
 QO2180  STATE/COUNTY-  MN/KANABEC
 QO2180  USGS QUAD   -  OGILVIE (1968)
 QO2180
 QO2180                         *CURRENT SURVEY CONTROL
 QO2180  ___________________________________________________________________
 QO2180* NAD 83(1986)-  45 50 34.     (N)    093 24 13.     (W)     SCALED    
 QO2180* NAVD 88     -       315.312  (meters)    1034.49   (feet)  ADJUSTED  
 QO2180  ___________________________________________________________________
 QO2180  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 QO2180  DYNAMIC HT  -         315.311 (meters)    1034.48  (feet)  COMP
 QO2180  MODELED GRAV-     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
 QO2180.and adjusted by the National Geodetic Survey in June 1991..
 QO2180
 QO2180.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2181 ***********************************************************************
 QO2181  DESIGNATION -  3301 D
 QO2181  PID         -  QO2181
 QO2181  STATE/COUNTY-  MN/KANABEC
 QO2181  USGS QUAD   -  OGILVIE (1968)
 QO2181
 QO2181                         *CURRENT SURVEY CONTROL
 QO2181  ___________________________________________________________________
 QO2181* NAD 83(1986)-  45 50 45.     (N)    093 22 33.     (W)     SCALED    
 QO2181* NAVD 88     -       318.014  (meters)    1043.35   (feet)  ADJUSTED  
 QO2181  ___________________________________________________________________
 QO2181  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 QO2181  DYNAMIC HT  -         318.012 (meters)    1043.34  (feet)  COMP
 QO2181  MODELED GRAV-     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
 QO2181.and adjusted by the National Geodetic Survey in June 1991..
 QO2181
 QO2181.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2182 ***********************************************************************
 QO2182  DESIGNATION -  3301 E
 QO2182  PID         -  QO2182
 QO2182  STATE/COUNTY-  MN/KANABEC
 QO2182  USGS QUAD   -  MORA SOUTH (1980)
 QO2182
 QO2182                         *CURRENT SURVEY CONTROL
 QO2182  ___________________________________________________________________
 QO2182* NAD 83(1986)-  45 50 36.     (N)    093 22 08.     (W)     SCALED    
 QO2182* NAVD 88     -       319.821  (meters)    1049.28   (feet)  ADJUSTED  
 QO2182  ___________________________________________________________________
 QO2182  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 QO2182  DYNAMIC HT  -         319.818 (meters)    1049.27  (feet)  COMP
 QO2182  MODELED GRAV-     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
 QO2182.and adjusted by the National Geodetic Survey in June 1991..
 QO2182
 QO2182.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 QO2183 ***********************************************************************
 QO2183  DESIGNATION -  3301 F
 QO2183  PID         -  QO2183
 QO2183  STATE/COUNTY-  MN/KANABEC
 QO2183  USGS QUAD   -  MORA SOUTH (1980)
 QO2183
 QO2183                         *CURRENT SURVEY CONTROL
 QO2183  ___________________________________________________________________
 QO2183* NAD 83(1986)-  45 50 38.     (N)    093 20 59.     (W)     SCALED    
 QO2183* NAVD 88     -       298.709  (meters)     980.01   (feet)  ADJUSTED  
 QO2183  ___________________________________________________________________
 QO2183  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 QO2183  DYNAMIC HT  -         298.707 (meters)     980.01  (feet)  COMP
 QO2183  MODELED GRAV-     980,599.8   (mgal)                       NAVD 88
 QO2183
 QO2183  VERT ORDER  -  SECOND    CLASS I
 QO2183
 QO2183.The horizontal coordinates were scaled from a topographic map and have
 QO2183.an estimated accuracy of +/- 6 seconds.
 QO2183
 QO2183.The orthometric height was determined by differential leveling
 QO2183.and adjusted by the National Geodetic Survey in June 1991..
 QO2183
 QO2183.The geoid height was determined by GEOID03.
 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     -   194,190.      869,930.      MT  (+/- 180 meters Scaled)
 QO2183
 QO2183                          SUPERSEDED SURVEY CONTROL
 QO2183
 QO2183.No superseded survey control is available for this station.
 QO2183
 QO2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL728767(NAD 83)
 QO2183_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2183
 QO2183  HISTORY     - Date     Condition        Report By
 QO2183  HISTORY     - 1984     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2184 ***********************************************************************
 QO2184  DESIGNATION -  3301 G
 QO2184  PID         -  QO2184
 QO2184  STATE/COUNTY-  MN/KANABEC
 QO2184  USGS QUAD   -  MORA SOUTH (1980)
 QO2184
 QO2184                         *CURRENT SURVEY CONTROL
 QO2184  ___________________________________________________________________
 QO2184* NAD 83(1986)-  45 51 07.     (N)    093 20 17.     (W)     SCALED    
 QO2184* NAVD 88     -       304.152  (meters)     997.87   (feet)  ADJUSTED  
 QO2184  ___________________________________________________________________
 QO2184  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 QO2184  DYNAMIC HT  -         304.150 (meters)     997.87  (feet)  COMP
 QO2184  MODELED GRAV-     980,602.7   (mgal)                       NAVD 88
 QO2184
 QO2184  VERT ORDER  -  SECOND    CLASS I
 QO2184
 QO2184.The horizontal coordinates were scaled from a topographic map and have
 QO2184.an estimated accuracy of +/- 6 seconds.
 QO2184
 QO2184.The orthometric height was determined by differential leveling
 QO2184.and adjusted by the National Geodetic Survey in June 1991..
 QO2184
 QO2184.The geoid height was determined by GEOID03.
 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     -   195,100.      870,830.      MT  (+/- 180 meters Scaled)
 QO2184
 QO2184                          SUPERSEDED SURVEY CONTROL
 QO2184
 QO2184.No superseded survey control is available for this station.
 QO2184
 QO2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL737776(NAD 83)
 QO2184_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2184
 QO2184  HISTORY     - Date     Condition        Report By
 QO2184  HISTORY     - 1984     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2185 ***********************************************************************
 QO2185  DESIGNATION -  3301 H
 QO2185  PID         -  QO2185
 QO2185  STATE/COUNTY-  MN/KANABEC
 QO2185  USGS QUAD   -  MORA SOUTH (1980)
 QO2185
 QO2185                         *CURRENT SURVEY CONTROL
 QO2185  ___________________________________________________________________
 QO2185* NAD 83(1986)-  45 51 13.     (N)    093 19 32.     (W)     SCALED    
 QO2185* NAVD 88     -       303.424  (meters)     995.48   (feet)  ADJUSTED  
 QO2185  ___________________________________________________________________
 QO2185  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 QO2185  DYNAMIC HT  -         303.423 (meters)     995.48  (feet)  COMP
 QO2185  MODELED GRAV-     980,603.4   (mgal)                       NAVD 88
 QO2185
 QO2185  VERT ORDER  -  SECOND    CLASS I
 QO2185
 QO2185.The horizontal coordinates were scaled from a topographic map and have
 QO2185.an estimated accuracy of +/- 6 seconds.
 QO2185
 QO2185.The orthometric height was determined by differential leveling
 QO2185.and adjusted by the National Geodetic Survey in June 1991..
 QO2185
 QO2185.The geoid height was determined by GEOID03.
 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     -   195,300.      871,790.      MT  (+/- 180 meters Scaled)
 QO2185
 QO2185                          SUPERSEDED SURVEY CONTROL
 QO2185
 QO2185.No superseded survey control is available for this station.
 QO2185
 QO2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL747778(NAD 83)
 QO2185_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2185+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 QO2185
 QO2185  HISTORY     - Date     Condition        Report By
 QO2185  HISTORY     - 1984     MONUMENTED       MNDT
 QO2185  HISTORY     - 20050430 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2186 ***********************************************************************
 QO2186  DESIGNATION -  3301 J
 QO2186  PID         -  QO2186
 QO2186  STATE/COUNTY-  MN/KANABEC
 QO2186  USGS QUAD   -  MORA SOUTH (1980)
 QO2186
 QO2186                         *CURRENT SURVEY CONTROL
 QO2186  ___________________________________________________________________
 QO2186* NAD 83(1986)-  45 51 11.     (N)    093 18 40.     (W)     SCALED    
 QO2186* NAVD 88     -       310.223  (meters)    1017.79   (feet)  ADJUSTED  
 QO2186  ___________________________________________________________________
 QO2186  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 QO2186  DYNAMIC HT  -         310.222 (meters)    1017.79  (feet)  COMP
 QO2186  MODELED GRAV-     980,601.7   (mgal)                       NAVD 88
 QO2186
 QO2186  VERT ORDER  -  SECOND    CLASS I
 QO2186
 QO2186.The horizontal coordinates were scaled from a topographic map and have
 QO2186.an estimated accuracy of +/- 6 seconds.
 QO2186
 QO2186.The orthometric height was determined by differential leveling
 QO2186.and adjusted by the National Geodetic Survey in June 1991..
 QO2186
 QO2186.The geoid height was determined by GEOID03.
 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     -   195,250.      872,920.      MT  (+/- 180 meters Scaled)
 QO2186
 QO2186                          SUPERSEDED SURVEY CONTROL
 QO2186
 QO2186.No superseded survey control is available for this station.
 QO2186
 QO2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL758777(NAD 83)
 QO2186_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2186+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 QO2186
 QO2186  HISTORY     - Date     Condition        Report By
 QO2186  HISTORY     - 1984     MONUMENTED       MNDT
 QO2186  HISTORY     - 20050430 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2187 ***********************************************************************
 QO2187  DESIGNATION -  3301 K
 QO2187  PID         -  QO2187
 QO2187  STATE/COUNTY-  MN/KANABEC
 QO2187  USGS QUAD   -  OGILVIE (1968)
 QO2187
 QO2187                         *CURRENT SURVEY CONTROL
 QO2187  ___________________________________________________________________
 QO2187* NAD 83(1986)-  45 49 52.     (N)    093 22 53.     (W)     SCALED    
 QO2187* NAVD 88     -       323.465  (meters)    1061.23   (feet)  ADJUSTED  
 QO2187  ___________________________________________________________________
 QO2187  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 QO2187  DYNAMIC HT  -         323.463 (meters)    1061.23  (feet)  COMP
 QO2187  MODELED GRAV-     980,598.6   (mgal)                       NAVD 88
 QO2187
 QO2187  VERT ORDER  -  SECOND    CLASS I
 QO2187
 QO2187.The horizontal coordinates were scaled from a topographic map and have
 QO2187.an estimated accuracy of +/- 6 seconds.
 QO2187
 QO2187.The orthometric height was determined by differential leveling
 QO2187.and adjusted by the National Geodetic Survey in June 1991..
 QO2187
 QO2187.The geoid height was determined by GEOID03.
 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     -   192,750.      867,490.      MT  (+/- 180 meters Scaled)
 QO2187
 QO2187                          SUPERSEDED SURVEY CONTROL
 QO2187
 QO2187.No superseded survey control is available for this station.
 QO2187
 QO2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL703753(NAD 83)
 QO2187_MARKER: DB = BENCH MARK 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2187+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 QO2187
 QO2187  HISTORY     - Date     Condition        Report By
 QO2187  HISTORY     - 1984     MONUMENTED       MNDT
 QO2187  HISTORY     - 19950418 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2188 ***********************************************************************
 QO2188  DESIGNATION -  3301 L
 QO2188  PID         -  QO2188
 QO2188  STATE/COUNTY-  MN/KANABEC
 QO2188  USGS QUAD   -  OGILVIE (1968)
 QO2188
 QO2188                         *CURRENT SURVEY CONTROL
 QO2188  ___________________________________________________________________
 QO2188* NAD 83(1986)-  45 49 55.     (N)    093 23 39.     (W)     SCALED    
 QO2188* NAVD 88     -       313.687  (meters)    1029.15   (feet)  ADJUSTED  
 QO2188  ___________________________________________________________________
 QO2188  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 QO2188  DYNAMIC HT  -         313.685 (meters)    1029.15  (feet)  COMP
 QO2188  MODELED GRAV-     980,600.1   (mgal)                       NAVD 88
 QO2188
 QO2188  VERT ORDER  -  SECOND    CLASS I
 QO2188
 QO2188.The horizontal coordinates were scaled from a topographic map and have
 QO2188.an estimated accuracy of +/- 6 seconds.
 QO2188
 QO2188.The orthometric height was determined by differential leveling
 QO2188.and adjusted by the National Geodetic Survey in June 1991..
 QO2188
 QO2188.The geoid height was determined by GEOID03.
 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     -   192,830.      866,490.      MT  (+/- 180 meters Scaled)
 QO2188
 QO2188                          SUPERSEDED SURVEY CONTROL
 QO2188
 QO2188.No superseded survey control is available for this station.
 QO2188
 QO2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL693754(NAD 83)
 QO2188_MARKER: DB = BENCH MARK DISK
 QO2188_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 SUITABLE FOR
 QO2188+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1995
 QO2188
 QO2188  HISTORY     - Date     Condition        Report By
 QO2188  HISTORY     - 1984     MONUMENTED       MNDT
 QO2188  HISTORY     - 19950418 GOOD             MNDT
 QO2188  HISTORY     - 20050430 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2191 ***********************************************************************
 QO2191  DESIGNATION -  3301 P
 QO2191  PID         -  QO2191
 QO2191  STATE/COUNTY-  MN/KANABEC
 QO2191  USGS QUAD   -  OGILVIE (1968)
 QO2191
 QO2191                         *CURRENT SURVEY CONTROL
 QO2191  ___________________________________________________________________
 QO2191* NAD 83(1986)-  45 49 12.     (N)    093 27 38.     (W)     SCALED    
 QO2191* NAVD 88     -       315.044  (meters)    1033.61   (feet)  ADJUSTED  
 QO2191  ___________________________________________________________________
 QO2191  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 QO2191  DYNAMIC HT  -         315.044 (meters)    1033.61  (feet)  COMP
 QO2191  MODELED GRAV-     980,605.5   (mgal)                       NAVD 88
 QO2191
 QO2191  VERT ORDER  -  SECOND    CLASS I
 QO2191
 QO2191.The horizontal coordinates were scaled from a topographic map and have
 QO2191.an estimated accuracy of +/- 6 seconds.
 QO2191
 QO2191.The orthometric height was determined by differential leveling
 QO2191.and adjusted by the National Geodetic Survey in June 1991..
 QO2191
 QO2191.The geoid height was determined by GEOID03.
 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     -   191,450.      861,350.      MT  (+/- 180 meters Scaled)
 QO2191
 QO2191                          SUPERSEDED SURVEY CONTROL
 QO2191
 QO2191.No superseded survey control is available for this station.
 QO2191
 QO2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL642741(NAD 83)
 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_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 - November 30, 2000
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2192 ***********************************************************************
 QO2192  DESIGNATION -  3301 Q
 QO2192  PID         -  QO2192
 QO2192  STATE/COUNTY-  MN/KANABEC
 QO2192  USGS QUAD   -  OGILVIE (1968)
 QO2192
 QO2192                         *CURRENT SURVEY CONTROL
 QO2192  ___________________________________________________________________
 QO2192* NAD 83(1986)-  45 48 56.     (N)    093 28 18.     (W)     SCALED    
 QO2192* NAVD 88     -       322.423  (meters)    1057.82   (feet)  ADJUSTED  
 QO2192  ___________________________________________________________________
 QO2192  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 QO2192  DYNAMIC HT  -         322.422 (meters)    1057.81  (feet)  COMP
 QO2192  MODELED GRAV-     980,605.0   (mgal)                       NAVD 88
 QO2192
 QO2192  VERT ORDER  -  SECOND    CLASS I
 QO2192
 QO2192.The horizontal coordinates were scaled from a topographic map and have
 QO2192.an estimated accuracy of +/- 6 seconds.
 QO2192
 QO2192.The orthometric height was determined by differential leveling
 QO2192.and adjusted by the National Geodetic Survey in June 1991..
 QO2192
 QO2192.The geoid height was determined by GEOID03.
 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     -   190,940.      860,490.      MT  (+/- 180 meters Scaled)
 QO2192
 QO2192                          SUPERSEDED SURVEY CONTROL
 QO2192
 QO2192.No superseded survey control is available for this station.
 QO2192
 QO2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL633736(NAD 83)
 QO2192_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2192
 QO2192  HISTORY     - Date     Condition        Report By
 QO2192  HISTORY     - 1985     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2193 ***********************************************************************
 QO2193  DESIGNATION -  3301 R
 QO2193  PID         -  QO2193
 QO2193  STATE/COUNTY-  MN/KANABEC
 QO2193  USGS QUAD   -  OGILVIE (1968)
 QO2193
 QO2193                         *CURRENT SURVEY CONTROL
 QO2193  ___________________________________________________________________
 QO2193* NAD 83(1986)-  45 48 37.     (N)    093 29 17.     (W)     SCALED    
 QO2193* NAVD 88     -       323.095  (meters)    1060.02   (feet)  ADJUSTED  
 QO2193  ___________________________________________________________________
 QO2193  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 QO2193  DYNAMIC HT  -         323.094 (meters)    1060.02  (feet)  COMP
 QO2193  MODELED GRAV-     980,603.8   (mgal)                       NAVD 88
 QO2193
 QO2193  VERT ORDER  -  SECOND    CLASS I
 QO2193
 QO2193.The horizontal coordinates were scaled from a topographic map and have
 QO2193.an estimated accuracy of +/- 6 seconds.
 QO2193
 QO2193.The orthometric height was determined by differential leveling
 QO2193.and adjusted by the National Geodetic Survey in June 1991..
 QO2193
 QO2193.The geoid height was determined by GEOID03.
 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     -   190,340.      859,220.      MT  (+/- 180 meters Scaled)
 QO2193
 QO2193                          SUPERSEDED SURVEY CONTROL
 QO2193
 QO2193.No superseded survey control is available for this station.
 QO2193
 QO2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL620730(NAD 83)
 QO2193_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2193
 QO2193  HISTORY     - Date     Condition        Report By
 QO2193  HISTORY     - 1985     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2194 ***********************************************************************
 QO2194  DESIGNATION -  3301 S
 QO2194  PID         -  QO2194
 QO2194  STATE/COUNTY-  MN/KANABEC
 QO2194  USGS QUAD   -  BOCK (1968)
 QO2194
 QO2194                         *CURRENT SURVEY CONTROL
 QO2194  ___________________________________________________________________
 QO2194* NAD 83(1986)-  45 48 17.     (N)    093 30 11.     (W)     SCALED    
 QO2194* NAVD 88     -       313.739  (meters)    1029.33   (feet)  ADJUSTED  
 QO2194  ___________________________________________________________________
 QO2194  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 QO2194  DYNAMIC HT  -         313.738 (meters)    1029.32  (feet)  COMP
 QO2194  MODELED GRAV-     980,601.3   (mgal)                       NAVD 88
 QO2194
 QO2194  VERT ORDER  -  SECOND    CLASS I
 QO2194
 QO2194.The horizontal coordinates were scaled from a topographic map and have
 QO2194.an estimated accuracy of +/- 6 seconds.
 QO2194
 QO2194.The orthometric height was determined by differential leveling
 QO2194.and adjusted by the National Geodetic Survey in June 1991..
 QO2194
 QO2194.The geoid height was determined by GEOID03.
 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     -   189,720.      858,060.      MT  (+/- 180 meters Scaled)
 QO2194
 QO2194                          SUPERSEDED SURVEY CONTROL
 QO2194
 QO2194.No superseded survey control is available for this station.
 QO2194
 QO2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL609724(NAD 83)
 QO2194_MARKER: DB = BENCH MARK DISK
 QO2194_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO2194_SP_SET: CONCRETE BOX CULVERT
 QO2194_STAMPING: 3301 S 1985
 QO2194_MARK LOGO: MNDT  
 QO2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2194+STABILITY: SURFACE MOTION
 QO2194
 QO2194  HISTORY     - Date     Condition        Report By
 QO2194  HISTORY     - 1985     MONUMENTED       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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2195 ***********************************************************************
 QO2195  DESIGNATION -  3301 T
 QO2195  PID         -  QO2195
 QO2195  STATE/COUNTY-  MN/KANABEC
 QO2195  USGS QUAD   -  BOCK (1968)
 QO2195
 QO2195                         *CURRENT SURVEY CONTROL
 QO2195  ___________________________________________________________________
 QO2195* NAD 83(1986)-  45 48 04.     (N)    093 30 49.     (W)     SCALED    
 QO2195* NAVD 88     -       325.747  (meters)    1068.72   (feet)  ADJUSTED  
 QO2195  ___________________________________________________________________
 QO2195  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 QO2195  DYNAMIC HT  -         325.745 (meters)    1068.72  (feet)  COMP
 QO2195  MODELED GRAV-     980,599.9   (mgal)                       NAVD 88
 QO2195
 QO2195  VERT ORDER  -  SECOND    CLASS I
 QO2195
 QO2195.The horizontal coordinates were scaled from a topographic map and have
 QO2195.an estimated accuracy of +/- 6 seconds.
 QO2195
 QO2195.The orthometric height was determined by differential leveling
 QO2195.and adjusted by the National Geodetic Survey in June 1991..
 QO2195
 QO2195.The geoid height was determined by GEOID03.
 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     -   189,310.      857,240.      MT  (+/- 180 meters Scaled)
 QO2195
 QO2195                          SUPERSEDED SURVEY CONTROL
 QO2195
 QO2195.No superseded survey control is available for this station.
 QO2195
 QO2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL600720(NAD 83)
 QO2195_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2195
 QO2195  HISTORY     - Date     Condition        Report By
 QO2195  HISTORY     - 1985     MONUMENTED       MNDT
 QO2195
 QO2195                          STATION DESCRIPTION
 QO2195
 QO2195'DESCRIBED BY MN DEPT OF TRANSP 1985
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9080 ***********************************************************************
 AH9080  DESIGNATION -  3303 A
 AH9080  PID         -  AH9080
 AH9080  STATE/COUNTY-  MN/KANABEC
 AH9080  USGS QUAD   -  OGILVIE (1968)
 AH9080
 AH9080                         *CURRENT SURVEY CONTROL
 AH9080  ___________________________________________________________________
 AH9080* NAD 83(1986)-  45 46 43.     (N)    093 24 35.     (W)     SCALED    
 AH9080* NAVD 88     -       301.404  (meters)     988.86   (feet)  ADJUSTED  
 AH9080  ___________________________________________________________________
 AH9080  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AH9080  DYNAMIC HT  -         301.400 (meters)     988.84  (feet)  COMP
 AH9080  MODELED GRAV-     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
 AH9080.and adjusted by the National Geodetic Survey in May 2000..
 AH9080
 AH9080.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9075 ***********************************************************************
 AH9075  DESIGNATION -  3303 A 1
 AH9075  PID         -  AH9075
 AH9075  STATE/COUNTY-  MN/KANABEC
 AH9075  USGS QUAD   -  DALBO (1961)
 AH9075
 AH9075                         *CURRENT SURVEY CONTROL
 AH9075  ___________________________________________________________________
 AH9075* NAD 83(1986)-  45 43 54.     (N)    093 24 57.     (W)     SCALED    
 AH9075* NAVD 88     -       303.957  (meters)     997.23   (feet)  ADJUSTED  
 AH9075  ___________________________________________________________________
 AH9075  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AH9075  DYNAMIC HT  -         303.952 (meters)     997.22  (feet)  COMP
 AH9075  MODELED GRAV-     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
 AH9075.and adjusted by the National Geodetic Survey in May 2000..
 AH9075
 AH9075.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9076 ***********************************************************************
 AH9076  DESIGNATION -  3303 B
 AH9076  PID         -  AH9076
 AH9076  STATE/COUNTY-  MN/KANABEC
 AH9076  USGS QUAD   -  DALBO (1961)
 AH9076
 AH9076                         *CURRENT SURVEY CONTROL
 AH9076  ___________________________________________________________________
 AH9076* NAD 83(1996)-  45 44 45.19865(N)    093 24 26.48649(W)     ADJUSTED  
 AH9076* NAVD 88     -       307.900  (meters)    1010.17   (feet)  ADJUSTED  
 AH9076  ___________________________________________________________________
 AH9076  X           -    -265,006.158 (meters)                     COMP
 AH9076  Y           -  -4,450,906.914 (meters)                     COMP
 AH9076  Z           -   4,545,783.078 (meters)                     COMP
 AH9076  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 AH9076  ELLIP HEIGHT-         280.06  (meters)          (10/22/03) GPS OBS
 AH9076  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AH9076  DYNAMIC HT  -         307.894 (meters)    1010.15  (feet)  COMP
 AH9076  MODELED GRAV-     980,589.8   (mgal)                       NAVD 88
 AH9076
 AH9076  HORZ ORDER  -  FIRST
 AH9076  VERT ORDER  -  SECOND    CLASS I
 AH9076  ELLP ORDER  -  THIRD     CLASS II
 AH9076
 AH9076.The horizontal coordinates were established by GPS observations
 AH9076.and adjusted by the MN DEPT OF TRANSP in October 2003..
 AH9076
 AH9076.The orthometric height was determined by differential leveling
 AH9076.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AH9076
 AH9076.The ellipsoidal height was determined by GPS observations
 AH9076.and is referenced to NAD 83.
 AH9076
 AH9076.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH9076;SPC MN C     -   183,251.832   865,569.132   MT  0.99997451   +0 36 34.4
 AH9076;UTM  15      - 5,065,895.274   468,313.302   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  =   0.99956845
 AH9076
 AH9076                          SUPERSEDED SURVEY CONTROL
 AH9076
 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_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: FLUSH
 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 - October 09, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9077 ***********************************************************************
 AH9077  DESIGNATION -  3303 C
 AH9077  PID         -  AH9077
 AH9077  STATE/COUNTY-  MN/KANABEC
 AH9077  USGS QUAD   -  OGILVIE (1968)
 AH9077
 AH9077                         *CURRENT SURVEY CONTROL
 AH9077  ___________________________________________________________________
 AH9077* NAD 83(1986)-  45 45 37.     (N)    093 24 41.     (W)     SCALED    
 AH9077* NAVD 88     -       306.711  (meters)    1006.27   (feet)  ADJUSTED  
 AH9077  ___________________________________________________________________
 AH9077  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AH9077  DYNAMIC HT  -         306.707 (meters)    1006.25  (feet)  COMP
 AH9077  MODELED GRAV-     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
 AH9077.and adjusted by the National Geodetic Survey in May 2000..
 AH9077
 AH9077.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9078 ***********************************************************************
 AH9078  DESIGNATION -  3303 D
 AH9078  PID         -  AH9078
 AH9078  STATE/COUNTY-  MN/KANABEC
 AH9078  USGS QUAD   -  OGILVIE (1968)
 AH9078
 AH9078                         *CURRENT SURVEY CONTROL
 AH9078  ___________________________________________________________________
 AH9078* NAD 83(1986)-  45 46 02.     (N)    093 24 32.     (W)     SCALED    
 AH9078* NAVD 88     -       306.784  (meters)    1006.51   (feet)  ADJUSTED  
 AH9078  ___________________________________________________________________
 AH9078  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AH9078  DYNAMIC HT  -         306.779 (meters)    1006.49  (feet)  COMP
 AH9078  MODELED GRAV-     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
 AH9078.and adjusted by the National Geodetic Survey in May 2000..
 AH9078
 AH9078.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9079 ***********************************************************************
 AH9079  DESIGNATION -  3303 E
 AH9079  PID         -  AH9079
 AH9079  STATE/COUNTY-  MN/KANABEC
 AH9079  USGS QUAD   -  OGILVIE (1968)
 AH9079
 AH9079                         *CURRENT SURVEY CONTROL
 AH9079  ___________________________________________________________________
 AH9079* NAD 83(1986)-  45 46 29.     (N)    093 24 37.     (W)     SCALED    
 AH9079* NAVD 88     -       307.090  (meters)    1007.51   (feet)  ADJUSTED  
 AH9079  ___________________________________________________________________
 AH9079  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AH9079  DYNAMIC HT  -         307.086 (meters)    1007.50  (feet)  COMP
 AH9079  MODELED GRAV-     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
 AH9079.and adjusted by the National Geodetic Survey in May 2000..
 AH9079
 AH9079.The geoid height was determined by GEOID03.
 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: 15TVL681691(NAD 83)
 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 = OCTOBER  6, 2006
 AH9081 ***********************************************************************
 AH9081  DESIGNATION -  3303 F
 AH9081  PID         -  AH9081
 AH9081  STATE/COUNTY-  MN/KANABEC
 AH9081  USGS QUAD   -  OGILVIE (1968)
 AH9081
 AH9081                         *CURRENT SURVEY CONTROL
 AH9081  ___________________________________________________________________
 AH9081* NAD 83(1986)-  45 47 22.     (N)    093 24 36.     (W)     SCALED    
 AH9081* NAVD 88     -       308.351  (meters)    1011.65   (feet)  ADJUSTED  
 AH9081  ___________________________________________________________________
 AH9081  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AH9081  DYNAMIC HT  -         308.347 (meters)    1011.64  (feet)  COMP
 AH9081  MODELED GRAV-     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
 AH9081.and adjusted by the National Geodetic Survey in May 2000..
 AH9081
 AH9081.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9082 ***********************************************************************
 AH9082  DESIGNATION -  3303 G
 AH9082  PID         -  AH9082
 AH9082  STATE/COUNTY-  MN/KANABEC
 AH9082  USGS QUAD   -  OGILVIE (1968)
 AH9082
 AH9082                         *CURRENT SURVEY CONTROL
 AH9082  ___________________________________________________________________
 AH9082* NAD 83(1986)-  45 48 14.     (N)    093 24 40.     (W)     SCALED    
 AH9082* NAVD 88     -       310.086  (meters)    1017.34   (feet)  ADJUSTED  
 AH9082  ___________________________________________________________________
 AH9082  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AH9082  DYNAMIC HT  -         310.084 (meters)    1017.33  (feet)  COMP
 AH9082  MODELED GRAV-     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
 AH9082.and adjusted by the National Geodetic Survey in May 2000..
 AH9082
 AH9082.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9083 ***********************************************************************
 AH9083  DESIGNATION -  3303 H
 AH9083  PID         -  AH9083
 AH9083  STATE/COUNTY-  MN/KANABEC
 AH9083  USGS QUAD   -  OGILVIE (1968)
 AH9083
 AH9083                         *CURRENT SURVEY CONTROL
 AH9083  ___________________________________________________________________
 AH9083* NAD 83(1996)-  45 49 03.59128(N)    093 24 38.21027(W)     ADJUSTED  
 AH9083* NAVD 88     -       312.662  (meters)    1025.79   (feet)  ADJUSTED  
 AH9083  ___________________________________________________________________
 AH9083  X           -    -264,919.186 (meters)                     COMP
 AH9083  Y           -  -4,445,187.608 (meters)                     COMP
 AH9083  Z           -   4,551,350.380 (meters)                     COMP
 AH9083  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 AH9083  ELLIP HEIGHT-         284.93  (meters)          (10/22/03) GPS OBS
 AH9083  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AH9083  DYNAMIC HT  -         312.660 (meters)    1025.79  (feet)  COMP
 AH9083  MODELED GRAV-     980,600.3   (mgal)                       NAVD 88
 AH9083
 AH9083  HORZ ORDER  -  FIRST
 AH9083  VERT ORDER  -  SECOND    CLASS I
 AH9083  ELLP ORDER  -  THIRD     CLASS II
 AH9083
 AH9083.The horizontal coordinates were established by GPS observations
 AH9083.and adjusted by the MN DEPT OF TRANSP in October 2003..
 AH9083
 AH9083.The orthometric height was determined by differential leveling
 AH9083.and adjusted by the National Geodetic Survey in May 2000..
 AH9083
 AH9083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9083
 AH9083.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9083
 AH9083.The ellipsoidal height was determined by GPS observations
 AH9083.and is referenced to NAD 83.
 AH9083
 AH9083.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH9083;SPC MN C     -   191,226.102   865,231.193   MT  0.99996251   +0 36 25.9
 AH9083;UTM  15      - 5,073,871.034   468,100.943   MT  0.99961251   -0 17 40.1
 AH9083
 AH9083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9083!SPC MN C     -   0.99995533  x   0.99996251  =   0.99991784
 AH9083!UTM  15      -   0.99995533  x   0.99961251  =   0.99956786
 AH9083
 AH9083                          SUPERSEDED SURVEY CONTROL
 AH9083
 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: 15TVL6810173871(NAD 83)
 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 3 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 30, 2005
 AH9083_ROD/PIPE-DEPTH: 10.7 meters
 AH9083
 AH9083  HISTORY     - Date     Condition        Report By
 AH9083  HISTORY     - 1995     MONUMENTED       MNDT
 AH9083  HISTORY     - 20021010 GOOD             MNDT
 AH9083  HISTORY     - 20050430 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6931 ***********************************************************************
 DG6931  DESIGNATION -  3304 A
 DG6931  PID         -  DG6931
 DG6931  STATE/COUNTY-  MN/KANABEC
 DG6931  USGS QUAD   -  OGILVIE (1968)
 DG6931
 DG6931                         *CURRENT SURVEY CONTROL
 DG6931  ___________________________________________________________________
 DG6931* NAD 83(1986)-  45 50 08.     (N)    093 25 55.     (W)     SCALED    
 DG6931* NAVD 88     -       317.394  (meters)    1041.32   (feet)  ADJUSTED  
 DG6931  ___________________________________________________________________
 DG6931  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DG6931  DYNAMIC HT  -         317.394 (meters)    1041.32  (feet)  COMP
 DG6931  MODELED GRAV-     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
 DG6931.and adjusted by the National Geodetic Survey in December 2004..
 DG6931
 DG6931.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG6932 ***********************************************************************
 DG6932  DESIGNATION -  3304 B
 DG6932  PID         -  DG6932
 DG6932  STATE/COUNTY-  MN/KANABEC
 DG6932  USGS QUAD   -  OGILVIE (1968)
 DG6932
 DG6932                         *CURRENT SURVEY CONTROL
 DG6932  ___________________________________________________________________
 DG6932* NAD 83(1986)-  45 51 39.     (N)    093 25 56.     (W)     SCALED    
 DG6932* NAVD 88     -       320.214  (meters)    1050.57   (feet)  ADJUSTED  
 DG6932  ___________________________________________________________________
 DG6932  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DG6932  DYNAMIC HT  -         320.215 (meters)    1050.57  (feet)  COMP
 DG6932  MODELED GRAV-     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
 DG6932.and adjusted by the National Geodetic Survey in December 2004..
 DG6932
 DG6932.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG6933 ***********************************************************************
 DG6933  DESIGNATION -  3304 C
 DG6933  PID         -  DG6933
 DG6933  STATE/COUNTY-  MN/KANABEC
 DG6933  USGS QUAD   -  ANN LAKE (1968)
 DG6933
 DG6933                         *CURRENT SURVEY CONTROL
 DG6933  ___________________________________________________________________
 DG6933* NAD 83(1986)-  45 53 29.     (N)    093 25 56.     (W)     SCALED    
 DG6933* NAVD 88     -       322.776  (meters)    1058.97   (feet)  ADJUSTED  
 DG6933  ___________________________________________________________________
 DG6933  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DG6933  DYNAMIC HT  -         322.778 (meters)    1058.98  (feet)  COMP
 DG6933  MODELED GRAV-     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
 DG6933.and adjusted by the National Geodetic Survey in December 2004..
 DG6933
 DG6933.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG6934 ***********************************************************************
 DG6934  DESIGNATION -  3304 D
 DG6934  PID         -  DG6934
 DG6934  STATE/COUNTY-  MN/KANABEC
 DG6934  USGS QUAD   -  ANN LAKE (1968)
 DG6934
 DG6934                         *CURRENT SURVEY CONTROL
 DG6934  ___________________________________________________________________
 DG6934* NAD 83(1986)-  45 54 10.     (N)    093 25 59.     (W)     SCALED    
 DG6934* NAVD 88     -       319.502  (meters)    1048.23   (feet)  ADJUSTED  
 DG6934  ___________________________________________________________________
 DG6934  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DG6934  DYNAMIC HT  -         319.504 (meters)    1048.24  (feet)  COMP
 DG6934  MODELED GRAV-     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
 DG6934.and adjusted by the National Geodetic Survey in December 2004..
 DG6934
 DG6934.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 DG6934_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 DF4798 ***********************************************************************
 DF4798  DESIGNATION -  3304 E
 DF4798  PID         -  DF4798
 DF4798  STATE/COUNTY-  MN/KANABEC
 DF4798  USGS QUAD   -  ANN LAKE (1968)
 DF4798
 DF4798                         *CURRENT SURVEY CONTROL
 DF4798  ___________________________________________________________________
 DF4798* NAD 83(1996)-  45 55 12.02768(N)    093 25 58.16673(W)     ADJUSTED  
 DF4798* NAVD 88     -       335.618  (meters)    1101.11   (feet)  ADJUSTED  
 DF4798  ___________________________________________________________________
 DF4798  X           -    -266,154.359 (meters)                     COMP
 DF4798  Y           -  -4,436,950.342 (meters)                     COMP
 DF4798  Z           -   4,559,288.084 (meters)                     COMP
 DF4798  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 DF4798  ELLIP HEIGHT-         308.12  (meters)          (03/21/03) GPS OBS
 DF4798  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DF4798  DYNAMIC HT  -         335.621 (meters)    1101.12  (feet)  COMP
 DF4798  MODELED GRAV-     980,614.2   (mgal)                       NAVD 88
 DF4798
 DF4798  HORZ ORDER  -  FIRST
 DF4798  VERT ORDER  -  SECOND    CLASS I
 DF4798  ELLP ORDER  -  THIRD     CLASS II
 DF4798
 DF4798.The horizontal coordinates were established by GPS observations
 DF4798.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4798
 DF4798.The orthometric height was determined by differential leveling
 DF4798.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4798
 DF4798.The ellipsoidal height was determined by GPS observations
 DF4798.and is referenced to NAD 83.
 DF4798
 DF4798.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4798;SPC MN C     -   202,582.282   863,387.884   MT  0.99994809   +0 35 28.1
 DF4798;UTM  15      - 5,085,250.929   466,437.176   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  =   0.99989979
 DF4798!UTM  15      -   0.99995170  x   0.99961385  =   0.99956557
 DF4798
 DF4798                          SUPERSEDED SURVEY CONTROL
 DF4798
 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: 15TVL6643785251(NAD 83)
 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 = OCTOBER  6, 2006
 DG6935 ***********************************************************************
 DG6935  DESIGNATION -  3304 F
 DG6935  PID         -  DG6935
 DG6935  STATE/COUNTY-  MN/KANABEC
 DG6935  USGS QUAD   -  ANN LAKE (1968)
 DG6935
 DG6935                         *CURRENT SURVEY CONTROL
 DG6935  ___________________________________________________________________
 DG6935* NAD 83(1986)-  45 56 01.     (N)    093 25 53.     (W)     SCALED    
 DG6935* NAVD 88     -       339.506  (meters)    1113.86   (feet)  ADJUSTED  
 DG6935  ___________________________________________________________________
 DG6935  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DG6935  DYNAMIC HT  -         339.509 (meters)    1113.87  (feet)  COMP
 DG6935  MODELED GRAV-     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
 DG6935.and adjusted by the National Geodetic Survey in December 2004..
 DG6935
 DG6935.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG6936 ***********************************************************************
 DG6936  DESIGNATION -  3304 G
 DG6936  PID         -  DG6936
 DG6936  STATE/COUNTY-  MN/KANABEC
 DG6936  USGS QUAD   -  ANN LAKE (1968)
 DG6936
 DG6936                         *CURRENT SURVEY CONTROL
 DG6936  ___________________________________________________________________
 DG6936* NAD 83(1986)-  45 56 53.     (N)    093 25 51.     (W)     SCALED    
 DG6936* NAVD 88     -       348.728  (meters)    1144.12   (feet)  ADJUSTED  
 DG6936  ___________________________________________________________________
 DG6936  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DG6936  DYNAMIC HT  -         348.732 (meters)    1144.13  (feet)  COMP
 DG6936  MODELED GRAV-     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
 DG6936.and adjusted by the National Geodetic Survey in December 2004..
 DG6936
 DG6936.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG6937 ***********************************************************************
 DG6937  DESIGNATION -  3304 H
 DG6937  PID         -  DG6937
 DG6937  STATE/COUNTY-  MN/KANABEC
 DG6937  USGS QUAD   -  ANN LAKE (1968)
 DG6937
 DG6937                         *CURRENT SURVEY CONTROL
 DG6937  ___________________________________________________________________
 DG6937* NAD 83(1986)-  45 58 09.     (N)    093 25 51.     (W)     SCALED    
 DG6937* NAVD 88     -       350.507  (meters)    1149.95   (feet)  ADJUSTED  
 DG6937  ___________________________________________________________________
 DG6937  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DG6937  DYNAMIC HT  -         350.511 (meters)    1149.97  (feet)  COMP
 DG6937  MODELED GRAV-     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
 DG6937.and adjusted by the National Geodetic Survey in December 2004..
 DG6937
 DG6937.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 DG6937_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG6937_SP_SET: BRIDGE WINGWALL
 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 - October 30, 2000
 DG6937
 DG6937  HISTORY     - Date     Condition        Report By
 DG6937  HISTORY     - 1961     MONUMENTED       MNHD
 DG6937  HISTORY     - 20001030 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6938 ***********************************************************************
 DG6938  DESIGNATION -  3304 J
 DG6938  PID         -  DG6938
 DG6938  STATE/COUNTY-  MN/KANABEC
 DG6938  USGS QUAD   -  ANN LAKE (1968)
 DG6938
 DG6938                         *CURRENT SURVEY CONTROL
 DG6938  ___________________________________________________________________
 DG6938* NAD 83(1986)-  45 58 54.     (N)    093 25 56.     (W)     SCALED    
 DG6938* NAVD 88     -       359.467  (meters)    1179.35   (feet)  ADJUSTED  
 DG6938  ___________________________________________________________________
 DG6938  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DG6938  DYNAMIC HT  -         359.471 (meters)    1179.36  (feet)  COMP
 DG6938  MODELED GRAV-     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
 DG6938.and adjusted by the National Geodetic Survey in December 2004..
 DG6938
 DG6938.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 DG6938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6938_STAMPING: 3304 J 1961
 DG6938_MARK LOGO: MNHD  
 DG6938_MAGNETIC: R = STEEL ROD IMBEDDED IN 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 - October 30, 2000
 DG6938
 DG6938  HISTORY     - Date     Condition        Report By
 DG6938  HISTORY     - 1961     MONUMENTED       MNHD
 DG6938  HISTORY     - 20001030 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6939 ***********************************************************************
 DG6939  DESIGNATION -  3304 L
 DG6939  PID         -  DG6939
 DG6939  STATE/COUNTY-  MN/MILLE LACS
 DG6939  USGS QUAD   -  ISLE SW (1968)
 DG6939
 DG6939                         *CURRENT SURVEY CONTROL
 DG6939  ___________________________________________________________________
 DG6939* NAD 83(1986)-  46 02 22.     (N)    093 25 58.     (W)     SCALED    
 DG6939* NAVD 88     -       372.760  (meters)    1222.96   (feet)  ADJUSTED  
 DG6939  ___________________________________________________________________
 DG6939  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DG6939  DYNAMIC HT  -         372.764 (meters)    1222.98  (feet)  COMP
 DG6939  MODELED GRAV-     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
 DG6939.and adjusted by the National Geodetic Survey in December 2004..
 DG6939
 DG6939.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF4799 ***********************************************************************
 DF4799  DESIGNATION -  3304 M
 DF4799  PID         -  DF4799
 DF4799  STATE/COUNTY-  MN/MILLE LACS
 DF4799  USGS QUAD   -  ISLE SW (1968)
 DF4799
 DF4799                         *CURRENT SURVEY CONTROL
 DF4799  ___________________________________________________________________
 DF4799* NAD 83(1996)-  46 04 04.48724(N)    093 25 57.85380(W)     ADJUSTED  
 DF4799* NAVD 88     -       378.292  (meters)    1241.11   (feet)  ADJUSTED  
 DF4799  ___________________________________________________________________
 DF4799  X           -    -265,441.350 (meters)                     COMP
 DF4799  Y           -  -4,425,176.382 (meters)                     COMP
 DF4799  Z           -   4,570,740.786 (meters)                     COMP
 DF4799  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 DF4799  ELLIP HEIGHT-         350.91  (meters)          (03/21/03) GPS OBS
 DF4799  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DF4799  DYNAMIC HT  -         378.297 (meters)    1241.13  (feet)  COMP
 DF4799  MODELED GRAV-     980,615.3   (mgal)                       NAVD 88
 DF4799
 DF4799  HORZ ORDER  -  FIRST
 DF4799  VERT ORDER  -  SECOND    CLASS I
 DF4799  ELLP ORDER  -  THIRD     CLASS II
 DF4799
 DF4799.The horizontal coordinates were established by GPS observations
 DF4799.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4799
 DF4799.The orthometric height was determined by differential leveling
 DF4799.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4799
 DF4799.The ellipsoidal height was determined by GPS observations
 DF4799.and is referenced to NAD 83.
 DF4799
 DF4799.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4799;SPC MN C     -   219,020.355   863,225.008   MT  0.99993283   +0 35 28.3
 DF4799;UTM  15      - 5,101,684.167   466,533.190   MT  0.99961377   -0 18 41.9
 DF4799
 DF4799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4799!SPC MN C     -   0.99994499  x   0.99993283  =   0.99987783
 DF4799!UTM  15      -   0.99994499  x   0.99961377  =   0.99955878
 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  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_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 = OCTOBER  6, 2006
 DG6941 ***********************************************************************
 DG6941  DESIGNATION -  3304 N
 DG6941  PID         -  DG6941
 DG6941  STATE/COUNTY-  MN/MILLE LACS
 DG6941  USGS QUAD   -  ISLE SW (1968)
 DG6941
 DG6941                         *CURRENT SURVEY CONTROL
 DG6941  ___________________________________________________________________
 DG6941* NAD 83(1986)-  46 05 39.     (N)    093 25 58.     (W)     SCALED    
 DG6941* NAVD 88     -       384.761  (meters)    1262.34   (feet)  ADJUSTED  
 DG6941  ___________________________________________________________________
 DG6941  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DG6941  DYNAMIC HT  -         384.766 (meters)    1262.35  (feet)  COMP
 DG6941  MODELED GRAV-     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
 DG6941.and adjusted by the National Geodetic Survey in December 2004..
 DG6941
 DG6941.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 DG6941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 QO2196 ***********************************************************************
 QO2196  DESIGNATION -  3304 P
 QO2196  PID         -  QO2196
 QO2196  STATE/COUNTY-  MN/KANABEC
 QO2196  USGS QUAD   -  OGILVIE (1968)
 QO2196
 QO2196                         *CURRENT SURVEY CONTROL
 QO2196  ___________________________________________________________________
 QO2196* NAD 83(1986)-  45 50 02.     (N)    093 25 51.     (W)     SCALED    
 QO2196* NAVD 88     -       318.064  (meters)    1043.52   (feet)  ADJUSTED  
 QO2196  ___________________________________________________________________
 QO2196  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 QO2196  DYNAMIC HT  -         318.063 (meters)    1043.51  (feet)  COMP
 QO2196  MODELED GRAV-     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
 QO2196.and adjusted by the National Geodetic Survey in June 1991..
 QO2196
 QO2196.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF4800 ***********************************************************************
 DF4800  DESIGNATION -  3304 Q
 DF4800  PID         -  DF4800
 DF4800  STATE/COUNTY-  MN/KANABEC
 DF4800  USGS QUAD   -  OGILVIE (1968)
 DF4800
 DF4800                         *CURRENT SURVEY CONTROL
 DF4800  ___________________________________________________________________
 DF4800* NAD 83(1996)-  45 50 47.74087(N)    093 25 55.89700(W)     ADJUSTED  
 DF4800* NAVD 88     -       318.125  (meters)    1043.72   (feet)  ADJUSTED  
 DF4800  ___________________________________________________________________
 DF4800  X           -    -266,455.526 (meters)                     COMP
 DF4800  Y           -  -4,442,788.902 (meters)                     COMP
 DF4800  Z           -   4,553,594.968 (meters)                     COMP
 DF4800  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 DF4800  ELLIP HEIGHT-         290.51  (meters)          (03/21/03) GPS OBS
 DF4800  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DF4800  DYNAMIC HT  -         318.125 (meters)    1043.72  (feet)  COMP
 DF4800  MODELED GRAV-     980,607.4   (mgal)                       NAVD 88
 DF4800
 DF4800  HORZ ORDER  -  FIRST
 DF4800  VERT ORDER  -  SECOND    CLASS I
 DF4800  ELLP ORDER  -  THIRD     CLASS II
 DF4800
 DF4800.The horizontal coordinates were established by GPS observations
 DF4800.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4800
 DF4800.The orthometric height was determined by differential leveling
 DF4800.and adjusted by the National Geodetic Survey in December 2004..
 DF4800
 DF4800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4800
 DF4800.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4800
 DF4800.The ellipsoidal height was determined by GPS observations
 DF4800.and is referenced to NAD 83.
 DF4800
 DF4800.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4800;SPC MN C     -   194,423.821   863,521.035   MT  0.99995812   +0 35 29.7
 DF4800;UTM  15      - 5,077,094.150   466,441.894   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  =   0.99991258
 DF4800!UTM  15      -   0.99995446  x   0.99961384  =   0.99956832
 DF4800
 DF4800                          SUPERSEDED SURVEY CONTROL
 DF4800
 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: 15TVL6644277094(NAD 83)
 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 - April 30, 2005
 DF4800_ROD/PIPE-DEPTH: 15.2 meters
 DF4800
 DF4800  HISTORY     - Date     Condition        Report By
 DF4800  HISTORY     - 2000     MONUMENTED       MNDT
 DF4800  HISTORY     - 20001030 GOOD             MNDT
 DF4800  HISTORY     - 20050430 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4801 ***********************************************************************
 DF4801  DESIGNATION -  3304 R
 DF4801  PID         -  DF4801
 DF4801  STATE/COUNTY-  MN/KANABEC
 DF4801  USGS QUAD   -  ANN LAKE (1968)
 DF4801
 DF4801                         *CURRENT SURVEY CONTROL
 DF4801  ___________________________________________________________________
 DF4801* NAD 83(1996)-  45 57 44.88807(N)    093 25 52.05551(W)     ADJUSTED  
 DF4801* NAVD 88     -       349.278  (meters)    1145.92   (feet)  ADJUSTED  
 DF4801  ___________________________________________________________________
 DF4801  X           -    -265,820.478 (meters)                     COMP
 DF4801  Y           -  -4,433,582.043 (meters)                     COMP
 DF4801  Z           -   4,562,580.068 (meters)                     COMP
 DF4801  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 DF4801  ELLIP HEIGHT-         321.83  (meters)          (03/21/03) GPS OBS
 DF4801  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DF4801  DYNAMIC HT  -         349.281 (meters)    1145.93  (feet)  COMP
 DF4801  MODELED GRAV-     980,615.7   (mgal)                       NAVD 88
 DF4801
 DF4801  HORZ ORDER  -  FIRST
 DF4801  VERT ORDER  -  SECOND    CLASS I
 DF4801  ELLP ORDER  -  THIRD     CLASS II
 DF4801
 DF4801.The horizontal coordinates were established by GPS observations
 DF4801.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4801
 DF4801.The orthometric height was determined by differential leveling
 DF4801.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4801
 DF4801.The ellipsoidal height was determined by GPS observations
 DF4801.and is referenced to NAD 83.
 DF4801
 DF4801.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4801;SPC MN C     -   207,302.704   863,470.768   MT  0.99994303   +0 35 32.5
 DF4801;UTM  15      - 5,089,967.896   466,594.322   MT  0.99961372   -0 18 35.8
 DF4801
 DF4801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4801!SPC MN C     -   0.99994955  x   0.99994303  =   0.99989258
 DF4801!UTM  15      -   0.99994955  x   0.99961372  =   0.99956329
 DF4801
 DF4801                          SUPERSEDED SURVEY CONTROL
 DF4801
 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: 15TVL6659489968(NAD 83)
 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 = OCTOBER  6, 2006
 DF4802 ***********************************************************************
 DF4802  DESIGNATION -  3304 S
 DF4802  PID         -  DF4802
 DF4802  STATE/COUNTY-  MN/MILLE LACS
 DF4802  USGS QUAD   -  ANN LAKE (1968)
 DF4802
 DF4802                         *CURRENT SURVEY CONTROL
 DF4802  ___________________________________________________________________
 DF4802* NAD 83(1996)-  45 59 45.86016(N)    093 25 58.71729(W)     ADJUSTED  
 DF4802* NAVD 88     -       364.311  (meters)    1195.24   (feet)  ADJUSTED  
 DF4802  ___________________________________________________________________
 DF4802  X           -    -265,803.458 (meters)                     COMP
 DF4802  Y           -  -4,430,902.756 (meters)                     COMP
 DF4802  Z           -   4,565,186.583 (meters)                     COMP
 DF4802  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 DF4802  ELLIP HEIGHT-         336.89  (meters)          (03/21/03) GPS OBS
 DF4802  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DF4802  DYNAMIC HT  -         364.315 (meters)    1195.26  (feet)  COMP
 DF4802  MODELED GRAV-     980,616.2   (mgal)                       NAVD 88
 DF4802
 DF4802  HORZ ORDER  -  FIRST
 DF4802  VERT ORDER  -  SECOND    CLASS I
 DF4802  ELLP ORDER  -  THIRD     CLASS II
 DF4802
 DF4802.The horizontal coordinates were established by GPS observations
 DF4802.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4802
 DF4802.The orthometric height was determined by differential leveling
 DF4802.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DF4802
 DF4802.The ellipsoidal height was determined by GPS observations
 DF4802.and is referenced to NAD 83.
 DF4802
 DF4802.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4802;SPC MN C     -   211,035.849   863,288.816   MT  0.99993942   +0 35 27.7
 DF4802;UTM  15      - 5,093,702.219   466,471.226   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  =   0.99988661
 DF4802!UTM  15      -   0.99994719  x   0.99961382  =   0.99956103
 DF4802
 DF4802                          SUPERSEDED SURVEY CONTROL
 DF4802
 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_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 = OCTOBER  6, 2006
 DF4803 ***********************************************************************
 DF4803  DESIGNATION -  3304 T
 DF4803  PID         -  DF4803
 DF4803  STATE/COUNTY-  MN/MILLE LACS
 DF4803  USGS QUAD   -  ISLE SW (1968)
 DF4803
 DF4803                         *CURRENT SURVEY CONTROL
 DF4803  ___________________________________________________________________
 DF4803* NAD 83(1996)-  46 01 21.88000(N)    093 25 58.98287(W)     ADJUSTED  
 DF4803* NAVD 88     -       374.398  (meters)    1228.34   (feet)  ADJUSTED  
 DF4803  ___________________________________________________________________
 DF4803  X           -    -265,681.852 (meters)                     COMP
 DF4803  Y           -  -4,428,780.199 (meters)                     COMP
 DF4803  Z           -   4,567,253.031 (meters)                     COMP
 DF4803  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 DF4803  ELLIP HEIGHT-         346.99  (meters)          (03/21/03) GPS OBS
 DF4803  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DF4803  DYNAMIC HT  -         374.401 (meters)    1228.35  (feet)  COMP
 DF4803  MODELED GRAV-     980,613.8   (mgal)                       NAVD 88
 DF4803
 DF4803  HORZ ORDER  -  FIRST
 DF4803  VERT ORDER  -  SECOND    CLASS I
 DF4803  ELLP ORDER  -  THIRD     CLASS II
 DF4803
 DF4803.The horizontal coordinates were established by GPS observations
 DF4803.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4803
 DF4803.The orthometric height was determined by differential leveling
 DF4803.and adjusted by the National Geodetic Survey in December 2004..
 DF4803
 DF4803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4803
 DF4803.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4803
 DF4803.The ellipsoidal height was determined by GPS observations
 DF4803.and is referenced to NAD 83.
 DF4803
 DF4803.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4803;SPC MN C     -   214,000.101   863,252.526   MT  0.99993679   +0 35 27.5
 DF4803;UTM  15      - 5,096,665.714   466,481.628   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  =   0.99988240
 DF4803!UTM  15      -   0.99994561  x   0.99961381  =   0.99955944
 DF4803
 DF4803                          SUPERSEDED SURVEY CONTROL
 DF4803
 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: 15TVL6648296666(NAD 83)
 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 - October 31, 2000
 DF4803_ROD/PIPE-DEPTH:  4.6 meters
 DF4803
 DF4803  HISTORY     - Date     Condition        Report By
 DF4803  HISTORY     - 2000     MONUMENTED       MNDT
 DF4803  HISTORY     - 20001031 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4804 ***********************************************************************
 DF4804  DESIGNATION -  3304 U
 DF4804  PID         -  DF4804
 DF4804  STATE/COUNTY-  MN/KANABEC
 DF4804  USGS QUAD   -  ISLE SW (1968)
 DF4804
 DF4804                         *CURRENT SURVEY CONTROL
 DF4804  ___________________________________________________________________
 DF4804* NAD 83(1996)-  46 03 12.67589(N)    093 25 56.38555(W)     ADJUSTED  
 DF4804* NAVD 88     -       374.670  (meters)    1229.23   (feet)  ADJUSTED  
 DF4804  ___________________________________________________________________
 DF4804  X           -    -265,478.667 (meters)                     COMP
 DF4804  Y           -  -4,426,325.660 (meters)                     COMP
 DF4804  Z           -   4,569,628.071 (meters)                     COMP
 DF4804  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 DF4804  ELLIP HEIGHT-         347.27  (meters)          (03/21/03) GPS OBS
 DF4804  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DF4804  DYNAMIC HT  -         374.674 (meters)    1229.24  (feet)  COMP
 DF4804  MODELED GRAV-     980,614.7   (mgal)                       NAVD 88
 DF4804
 DF4804  HORZ ORDER  -  FIRST
 DF4804  VERT ORDER  -  SECOND    CLASS I
 DF4804  ELLP ORDER  -  THIRD     CLASS II
 DF4804
 DF4804.The horizontal coordinates were established by GPS observations
 DF4804.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4804
 DF4804.The orthometric height was determined by differential leveling
 DF4804.and adjusted by the National Geodetic Survey in December 2004..
 DF4804
 DF4804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4804
 DF4804.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4804
 DF4804.The ellipsoidal height was determined by GPS observations
 DF4804.and is referenced to NAD 83.
 DF4804
 DF4804.The geoid height was determined by GEOID03.
 DF4804
 DF4804.The dynamic height is computed by dividing the NAVD 88
 DF4804.geopotential number by the normal gravity value computed on the
 DF4804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4804.degrees latitude (g = 980.6199 gals.).
 DF4804
 DF4804.The modeled gravity was interpolated from observed gravity values.
 DF4804
 DF4804;                    North         East     Units Scale Factor Converg.
 DF4804;SPC MN C     -   217,421.161   863,273.072   MT  0.99993402   +0 35 29.4
 DF4804;UTM  15      - 5,100,084.926   466,556.043   MT  0.99961375   -0 18 40.6
 DF4804
 DF4804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4804!SPC MN C     -   0.99994556  x   0.99993402  =   0.99987959
 DF4804!UTM  15      -   0.99994556  x   0.99961375  =   0.99955933
 DF4804
 DF4804:                Primary Azimuth Mark                     Grid Az
 DF4804:SPC MN C     -  3304 M                                   358 16 42.5
 DF4804:UTM  15      -  3304 M                                   359 10 52.5
 DF4804
 DF4804|---------------------------------------------------------------------|
 DF4804| PID    Reference Object                     Distance      Geod. Az  |
 DF4804|                                                           dddmmss.s |
 DF4804| DF4799 3304 M                              APPROX. 1.6 KM 3585211.9 |
 DF4804|---------------------------------------------------------------------|
 DF4804
 DF4804                          SUPERSEDED SURVEY CONTROL
 DF4804
 DF4804  NAVD 88 (03/21/03)  374.67   (m)         1229.2    (f) LEVELING    3  
 DF4804
 DF4804.Superseded values are not recommended for survey control.
 DF4804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4804.See file dsdata.txt to determine how the superseded data were derived.
 DF4804
 DF4804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6655600085(NAD 83)
 DF4804_MARKER: DD = SURVEY DISK
 DF4804_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4804_STAMPING: 3304 U 2000
 DF4804_MARK LOGO: MNDT  
 DF4804_PROJECTION: FLUSH
 DF4804_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4804+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 DF4804_ROD/PIPE-DEPTH:  4.6 meters
 DF4804
 DF4804  HISTORY     - Date     Condition        Report By
 DF4804  HISTORY     - 2000     MONUMENTED       MNDT
 DF4804  HISTORY     - 20001031 GOOD             MNDT
 DF4804
 DF4804                          STATION DESCRIPTION
 DF4804
 DF4804'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4804'6 MI (9.7 KM) SOUTH OF ISLE, 4.5 MI (7.2 KM) SOUTH ALONG TH 47 FROM
 DF4804'JCT OF TH 27, AT TH 47 MP 84.55, 105 FT (32.0 M) EAST OF TH 47, 48 FT
 DF4804'(14.6 M) SOUTH OF CO RD 15, 15 FT (4.6 M) WEST OF ENT, 32.5 FT (9.9 M)
 DF4804'ENE OF CABLE MARKER, 2.7 FT (0.8 M) EAST OF WIT POST.
 DF4804
 DF4804                          STATION RECOVERY (2000)
 DF4804
 DF4804'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4804'THE MARK IS 6.00 MI (9.66 KM) SOUTH OF ISLE, 4.5 MI (7.2 KM) SOUTH
 DF4804'ALONG TH 47 FROM JCT OF TH 47 AND TH 27 (2 MI SOUTH OF ISLE,) AT TH 47
 DF4804'MP 84.55, 105 FT (32.0 M) EAST OF TH 47, 48 FT (14.6 M) SOUTH OF CO RD
 DF4804'15, 15 FT (4.6 M) WEST OF ENT, 32.5 FT (9.9 M) ENE OF CABLE MARKER,
 DF4804'2.7 FT (0.8 M) EAST OF WIT POST, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6940 ***********************************************************************
 DG6940  DESIGNATION -  3304 V
 DG6940  PID         -  DG6940
 DG6940  STATE/COUNTY-  MN/MILLE LACS
 DG6940  USGS QUAD   -  ISLE SW (1968)
 DG6940
 DG6940                         *CURRENT SURVEY CONTROL
 DG6940  ___________________________________________________________________
 DG6940* NAD 83(1986)-  46 04 55.     (N)    093 25 58.     (W)     SCALED    
 DG6940* NAVD 88     -       388.905  (meters)    1275.93   (feet)  ADJUSTED  
 DG6940  ___________________________________________________________________
 DG6940  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DG6940  DYNAMIC HT  -         388.910 (meters)    1275.95  (feet)  COMP
 DG6940  MODELED GRAV-     980,616.1   (mgal)                       NAVD 88
 DG6940
 DG6940  VERT ORDER  -  SECOND    CLASS I
 DG6940
 DG6940.The horizontal coordinates were scaled from a topographic map and have
 DG6940.an estimated accuracy of +/- 6 seconds.
 DG6940
 DG6940.The orthometric height was determined by differential leveling
 DG6940.and adjusted by the National Geodetic Survey in December 2004..
 DG6940
 DG6940.The geoid height was determined by GEOID03.
 DG6940
 DG6940.The dynamic height is computed by dividing the NAVD 88
 DG6940.geopotential number by the normal gravity value computed on the
 DG6940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6940.degrees latitude (g = 980.6199 gals.).
 DG6940
 DG6940.The modeled gravity was interpolated from observed gravity values.
 DG6940
 DG6940;                    North         East    Units  Estimated Accuracy
 DG6940;SPC MN C     -   220,580.      863,210.      MT  (+/- 180 meters Scaled)
 DG6940
 DG6940                          SUPERSEDED SURVEY CONTROL
 DG6940
 DG6940.No superseded survey control is available for this station.
 DG6940
 DG6940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM665032(NAD 83)
 DG6940_MARKER: DD = SURVEY DISK
 DG6940_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6940_STAMPING: 3304 V 2000
 DG6940_MARK LOGO: MNDT  
 DG6940_PROJECTION: FLUSH
 DG6940_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6940+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG6940_ROD/PIPE-DEPTH:  6.1 meters
 DG6940
 DG6940  HISTORY     - Date     Condition        Report By
 DG6940  HISTORY     - 2000     MONUMENTED       MNDT
 DG6940
 DG6940                          STATION DESCRIPTION
 DG6940
 DG6940'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG6940'THE MARK IS 4 MI (6.4 KM) SOUTH OF ISLE, 2.45 MI (3.94 KM) SOUTH ALONG
 DG6940'TH 47 FROM JCT OF TH 47 AND TH 27 (2 MI SOUTH OF ISLE) , AT TH 47 MP
 DG6940'86.60, 72.5 FT (22.1 M) WEST OF TH 47, 2.7 FT (0.8 M) EAST OF R/W
 DG6940'POST, 41 FT (12.5 M) SOUTH OF DRIVEWAY, 1.6 FT (0.5 M) WEST OF WIT
 DG6940'POST, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4805 ***********************************************************************
 DF4805  DESIGNATION -  3304 W
 DF4805  PID         -  DF4805
 DF4805  STATE/COUNTY-  MN/MILLE LACS
 DF4805  USGS QUAD   -  ISLE SW (1968)
 DF4805
 DF4805                         *CURRENT SURVEY CONTROL
 DF4805  ___________________________________________________________________
 DF4805* NAD 83(1996)-  46 06 28.19329(N)    093 25 57.43498(W)     ADJUSTED  
 DF4805* NAVD 88     -       384.374  (meters)    1261.07   (feet)  ADJUSTED  
 DF4805  ___________________________________________________________________
 DF4805  X           -    -265,241.219 (meters)                     COMP
 DF4805  Y           -  -4,421,990.221 (meters)                     COMP
 DF4805  Z           -   4,573,822.669 (meters)                     COMP
 DF4805  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 DF4805  ELLIP HEIGHT-         356.99  (meters)          (03/21/03) GPS OBS
 DF4805  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DF4805  DYNAMIC HT  -         384.379 (meters)    1261.08  (feet)  COMP
 DF4805  MODELED GRAV-     980,617.7   (mgal)                       NAVD 88
 DF4805
 DF4805  HORZ ORDER  -  FIRST
 DF4805  VERT ORDER  -  SECOND    CLASS I
 DF4805  ELLP ORDER  -  THIRD     CLASS II
 DF4805
 DF4805.The horizontal coordinates were established by GPS observations
 DF4805.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4805
 DF4805.The orthometric height was determined by differential leveling
 DF4805.and adjusted by the National Geodetic Survey in December 2004..
 DF4805
 DF4805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4805
 DF4805.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4805
 DF4805.The ellipsoidal height was determined by GPS observations
 DF4805.and is referenced to NAD 83.
 DF4805
 DF4805.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4805;SPC MN C     -   223,456.952   863,188.222   MT  0.99992984   +0 35 28.6
 DF4805;UTM  15      - 5,106,119.384   466,566.313   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  =   0.99987388
 DF4805!UTM  15      -   0.99994404  x   0.99961374  =   0.99955780
 DF4805
 DF4805                          SUPERSEDED SURVEY CONTROL
 DF4805
 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_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 - October 31, 2000
 DF4805_ROD/PIPE-DEPTH: 12.2 meters
 DF4805
 DF4805  HISTORY     - Date     Condition        Report By
 DF4805  HISTORY     - 2000     MONUMENTED       MNDT
 DF4805  HISTORY     - 20001031 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2197 ***********************************************************************
 QO2197  DESIGNATION -  3306 A
 QO2197  PID         -  QO2197
 QO2197  STATE/COUNTY-  MN/KANABEC
 QO2197  USGS QUAD   -  MORA SOUTH (1980)
 QO2197
 QO2197                         *CURRENT SURVEY CONTROL
 QO2197  ___________________________________________________________________
 QO2197* NAD 83(1986)-  45 47 20.     (N)    093 16 35.     (W)     SCALED    
 QO2197* NAVD 88     -       292.098  (meters)     958.32   (feet)  ADJUSTED  
 QO2197  ___________________________________________________________________
 QO2197  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 QO2197  DYNAMIC HT  -         292.090 (meters)     958.30  (feet)  COMP
 QO2197  MODELED GRAV-     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
 QO2197.and adjusted by the National Geodetic Survey in June 1991..
 QO2197
 QO2197.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2198 ***********************************************************************
 QO2198  DESIGNATION -  3306 B
 QO2198  PID         -  QO2198
 QO2198  STATE/COUNTY-  MN/KANABEC
 QO2198  USGS QUAD   -  MORA SOUTH (1980)
 QO2198
 QO2198                         *CURRENT SURVEY CONTROL
 QO2198  ___________________________________________________________________
 QO2198* NAD 83(1986)-  45 47 18.     (N)    093 15 58.     (W)     SCALED    
 QO2198* NAVD 88     -       298.585  (meters)     979.61   (feet)  ADJUSTED  
 QO2198  ___________________________________________________________________
 QO2198  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 QO2198  DYNAMIC HT  -         298.577 (meters)     979.58  (feet)  COMP
 QO2198  MODELED GRAV-     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
 QO2198.and adjusted by the National Geodetic Survey in June 1991..
 QO2198
 QO2198.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2199 ***********************************************************************
 QO2199  DESIGNATION -  3306 C
 QO2199  PID         -  QO2199
 QO2199  STATE/COUNTY-  MN/KANABEC
 QO2199  USGS QUAD   -  GRASSTON (1983)
 QO2199
 QO2199                         *CURRENT SURVEY CONTROL
 QO2199  ___________________________________________________________________
 QO2199* NAD 83(1986)-  45 47 17.     (N)    093 14 42.     (W)     SCALED    
 QO2199* NAVD 88     -       290.924  (meters)     954.47   (feet)  ADJUSTED  
 QO2199  ___________________________________________________________________
 QO2199  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 QO2199  DYNAMIC HT  -         290.916 (meters)     954.45  (feet)  COMP
 QO2199  MODELED GRAV-     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
 QO2199.and adjusted by the National Geodetic Survey in June 1991..
 QO2199
 QO2199.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2200 ***********************************************************************
 QO2200  DESIGNATION -  3306 D
 QO2200  PID         -  QO2200
 QO2200  STATE/COUNTY-  MN/KANABEC
 QO2200  USGS QUAD   -  GRASSTON (1983)
 QO2200
 QO2200                         *CURRENT SURVEY CONTROL
 QO2200  ___________________________________________________________________
 QO2200* NAD 83(1986)-  45 47 16.     (N)    093 13 30.     (W)     SCALED    
 QO2200* NAVD 88     -       293.875  (meters)     964.15   (feet)  ADJUSTED  
 QO2200  ___________________________________________________________________
 QO2200  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 QO2200  DYNAMIC HT  -         293.866 (meters)     964.13  (feet)  COMP
 QO2200  MODELED GRAV-     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
 QO2200.and adjusted by the National Geodetic Survey in June 1991..
 QO2200
 QO2200.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2201 ***********************************************************************
 QO2201  DESIGNATION -  3306 E
 QO2201  PID         -  QO2201
 QO2201  STATE/COUNTY-  MN/KANABEC
 QO2201  USGS QUAD   -  GRASSTON (1983)
 QO2201
 QO2201                         *CURRENT SURVEY CONTROL
 QO2201  ___________________________________________________________________
 QO2201* NAD 83(1986)-  45 47 19.     (N)    093 12 27.     (W)     SCALED    
 QO2201* NAVD 88     -       288.536  (meters)     946.64   (feet)  ADJUSTED  
 QO2201  ___________________________________________________________________
 QO2201  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 QO2201  DYNAMIC HT  -         288.527 (meters)     946.61  (feet)  COMP
 QO2201  MODELED GRAV-     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
 QO2201.and adjusted by the National Geodetic Survey in June 1991..
 QO2201
 QO2201.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2203 ***********************************************************************
 QO2203  DESIGNATION -  3307 A
 QO2203  PID         -  QO2203
 QO2203  STATE/COUNTY-  MN/KANABEC
 QO2203  USGS QUAD   -  MORA SOUTH (1980)
 QO2203
 QO2203                         *CURRENT SURVEY CONTROL
 QO2203  ___________________________________________________________________
 QO2203* NAD 83(1986)-  45 46 30.     (N)    093 16 54.     (W)     SCALED    
 QO2203* NAVD 88     -       293.228  (meters)     962.03   (feet)  ADJUSTED  
 QO2203  ___________________________________________________________________
 QO2203  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 QO2203  DYNAMIC HT  -         293.220 (meters)     962.01  (feet)  COMP
 QO2203  MODELED GRAV-     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
 QO2203.and adjusted by the National Geodetic Survey in June 1991..
 QO2203
 QO2203.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2204 ***********************************************************************
 QO2204  DESIGNATION -  3307 B
 QO2204  PID         -  QO2204
 QO2204  STATE/COUNTY-  MN/KANABEC
 QO2204  USGS QUAD   -  MORA SOUTH (1980)
 QO2204
 QO2204                         *CURRENT SURVEY CONTROL
 QO2204  ___________________________________________________________________
 QO2204* NAD 83(1986)-  45 45 20.     (N)    093 15 27.     (W)     SCALED    
 QO2204* NAVD 88     -       292.662  (meters)     960.18   (feet)  ADJUSTED  
 QO2204  ___________________________________________________________________
 QO2204  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 QO2204  DYNAMIC HT  -         292.653 (meters)     960.15  (feet)  COMP
 QO2204  MODELED GRAV-     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
 QO2204.and adjusted by the National Geodetic Survey in June 1991..
 QO2204
 QO2204.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2205 ***********************************************************************
 QO2205  DESIGNATION -  3307 C
 QO2205  PID         -  QO2205
 QO2205  STATE/COUNTY-  MN/KANABEC
 QO2205  USGS QUAD   -  MORA SOUTH (1980)
 QO2205
 QO2205                         *CURRENT SURVEY CONTROL
 QO2205  ___________________________________________________________________
 QO2205* NAD 83(1986)-  45 47 46.     (N)    093 17 49.     (W)     SCALED    
 QO2205* NAVD 88     -       293.728  (meters)     963.67   (feet)  ADJUSTED  
 QO2205  ___________________________________________________________________
 QO2205  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 QO2205  DYNAMIC HT  -         293.721 (meters)     963.65  (feet)  COMP
 QO2205  MODELED GRAV-     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
 QO2205.and adjusted by the National Geodetic Survey in June 1991..
 QO2205
 QO2205.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2206 ***********************************************************************
 QO2206  DESIGNATION -  3307 D
 QO2206  PID         -  QO2206
 QO2206  STATE/COUNTY-  MN/KANABEC
 QO2206  USGS QUAD   -  MORA SOUTH (1980)
 QO2206
 QO2206                         *CURRENT SURVEY CONTROL
 QO2206  ___________________________________________________________________
 QO2206* NAD 83(1986)-  45 48 25.     (N)    093 17 53.     (W)     SCALED    
 QO2206* NAVD 88     -       292.662  (meters)     960.18   (feet)  ADJUSTED  
 QO2206  ___________________________________________________________________
 QO2206  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 QO2206  DYNAMIC HT  -         292.656 (meters)     960.16  (feet)  COMP
 QO2206  MODELED GRAV-     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
 QO2206.and adjusted by the National Geodetic Survey in June 1991..
 QO2206
 QO2206.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2207 ***********************************************************************
 QO2207  DESIGNATION -  3307 E
 QO2207  PID         -  QO2207
 QO2207  STATE/COUNTY-  MN/KANABEC
 QO2207  USGS QUAD   -  MORA SOUTH (1980)
 QO2207
 QO2207                         *CURRENT SURVEY CONTROL
 QO2207  ___________________________________________________________________
 QO2207* NAD 83(1996)-  45 49 54.54259(N)    093 17 49.90117(W)     ADJUSTED  
 QO2207* NAVD 88     -       302.500  (meters)     992.45   (feet)  ADJUSTED  
 QO2207  ___________________________________________________________________
 QO2207  X           -    -256,053.948 (meters)                     COMP
 QO2207  Y           -  -4,444,569.750 (meters)                     COMP
 QO2207  Z           -   4,552,439.280 (meters)                     COMP
 QO2207  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 QO2207  ELLIP HEIGHT-         274.66  (meters)          (03/16/99) GPS OBS
 QO2207  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 QO2207  DYNAMIC HT  -         302.495 (meters)     992.44  (feet)  COMP
 QO2207  MODELED GRAV-     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
 QO2207.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 QO2207
 QO2207.The ellipsoidal height was determined by GPS observations
 QO2207.and is referenced to NAD 83.
 QO2207
 QO2207.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO2207;SPC MN C     -   192,898.739   874,026.014   MT  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)  274.67   (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: 15TVL7691875404(NAD 83)
 QO2207_MARKER: DB = BENCH MARK 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 - October 25, 1989
 QO2207_ROD/PIPE-DEPTH: 3.96 meters
 QO2207
 QO2207  HISTORY     - Date     Condition        Report By
 QO2207  HISTORY     - 1984     MONUMENTED       MNDT
 QO2207  HISTORY     - 19891025 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2208 ***********************************************************************
 QO2208  DESIGNATION -  3307 F
 QO2208  PID         -  QO2208
 QO2208  STATE/COUNTY-  MN/KANABEC
 QO2208  USGS QUAD   -  MORA SOUTH (1980)
 QO2208
 QO2208                         *CURRENT SURVEY CONTROL
 QO2208  ___________________________________________________________________
 QO2208* NAD 83(1986)-  45 50 38.     (N)    093 17 13.     (W)     SCALED    
 QO2208* NAVD 88     -       293.044  (meters)     961.43   (feet)  ADJUSTED  
 QO2208  ___________________________________________________________________
 QO2208  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 QO2208  DYNAMIC HT  -         293.041 (meters)     961.42  (feet)  COMP
 QO2208  MODELED GRAV-     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
 QO2208.and adjusted by the National Geodetic Survey in June 1991..
 QO2208
 QO2208.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2209 ***********************************************************************
 QO2209  DESIGNATION -  3307 G
 QO2209  PID         -  QO2209
 QO2209  STATE/COUNTY-  MN/KANABEC
 QO2209  USGS QUAD   -  MORA SOUTH (1980)
 QO2209
 QO2209                         *CURRENT SURVEY CONTROL
 QO2209  ___________________________________________________________________
 QO2209* NAD 83(1986)-  45 50 41.     (N)    093 17 10.     (W)     SCALED    
 QO2209* NAVD 88     -       292.873  (meters)     960.87   (feet)  ADJUSTED  
 QO2209  ___________________________________________________________________
 QO2209  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 QO2209  DYNAMIC HT  -         292.869 (meters)     960.85  (feet)  COMP
 QO2209  MODELED GRAV-     980,594.9   (mgal)                       NAVD 88
 QO2209
 QO2209  VERT ORDER  -  SECOND    CLASS I
 QO2209
 QO2209.The horizontal coordinates were scaled from a topographic map and have
 QO2209.an estimated accuracy of +/- 6 seconds.
 QO2209
 QO2209.The orthometric height was determined by differential leveling
 QO2209.and adjusted by the National Geodetic Survey in June 1991..
 QO2209
 QO2209.The geoid height was determined by GEOID03.
 QO2209
 QO2209.The dynamic height is computed by dividing the NAVD 88
 QO2209.geopotential number by the normal gravity value computed on the
 QO2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2209.degrees latitude (g = 980.6199 gals.).
 QO2209
 QO2209.The modeled gravity was interpolated from observed gravity values.
 QO2209
 QO2209;                    North         East    Units  Estimated Accuracy
 QO2209;SPC MN C     -   194,340.      874,870.      MT  (+/- 180 meters Scaled)
 QO2209
 QO2209                          SUPERSEDED SURVEY CONTROL
 QO2209
 QO2209.No superseded survey control is available for this station.
 QO2209
 QO2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL777768(NAD 83)
 QO2209_MARKER: DB = BENCH MARK DISK
 QO2209_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2209_SP_SET: ALUMINUM ALLOY ROD
 QO2209_STAMPING: 3307 G 1984
 QO2209_MARK LOGO: MNDT  
 QO2209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2209
 QO2209  HISTORY     - Date     Condition        Report By
 QO2209  HISTORY     - 1984     MONUMENTED       MNDT
 QO2209
 QO2209                          STATION DESCRIPTION
 QO2209
 QO2209'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2209'1.6 MI SOUTH FROM MORA.
 QO2209'THE MARK IS LOCATED ABOUT 1-1/2 MILES SOUTH OF THE TOWN OF MORA, NEAR
 QO2209'THE NORTH 1/4 OF SECTION 26, T39N, R24W, 0.65 MILE SOUTH ALONG TRUNK
 QO2209'HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 23 ABOUT 1 MILE SOUTH
 QO2209'OF MORA, 171 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 65 AT
 QO2209'MILEPOINT 62.7, BETWEEN TWO CONCRETE GUARD POSTS, 53 FEET
 QO2209'WEST-SOUTHWEST OF THE EAST END OF A PARKING AREA, AND 2.8 FEET
 QO2209'NORTH-NORTHWEST OF A POWER POLE.  THE MARK, A STANDARD MNDT ALUMINUM
 QO2209'VERTICAL CONTROL MONUMENT DISK STAMPED---3307 G 1984---, IS SET ON
 QO2209'THE TOP OF A 5/8 INCH DIAMETER BY 62 FOOT LONG DRIVEN ALUMINUM ROD
 QO2209'THAT IS FLUSH WITH THE SURFACE OF THE GOUND AND ABOUT LEVEL WITH
 QO2209'TRUNK HIGHWAY 65.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2210 ***********************************************************************
 QO2210  DESIGNATION -  3307 H
 QO2210  PID         -  QO2210
 QO2210  STATE/COUNTY-  MN/KANABEC
 QO2210  USGS QUAD   -  MORA SOUTH (1980)
 QO2210
 QO2210                         *CURRENT SURVEY CONTROL
 QO2210  ___________________________________________________________________
 QO2210* NAD 83(1986)-  45 51 12.     (N)    093 17 50.     (W)     SCALED    
 QO2210* NAVD 88     -       303.918  (meters)     997.10   (feet)  ADJUSTED  
 QO2210  ___________________________________________________________________
 QO2210  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 QO2210  DYNAMIC HT  -         303.916 (meters)     997.10  (feet)  COMP
 QO2210  MODELED GRAV-     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
 QO2210.and adjusted by the National Geodetic Survey in June 1991..
 QO2210
 QO2210.The geoid height was determined by GEOID03.
 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_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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2210
 QO2210  HISTORY     - Date     Condition        Report By
 QO2210  HISTORY     - 1984     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2211 ***********************************************************************
 QO2211  DESIGNATION -  3307 J
 QO2211  PID         -  QO2211
 QO2211  STATE/COUNTY-  MN/KANABEC
 QO2211  USGS QUAD   -  MORA SOUTH (1980)
 QO2211
 QO2211                         *CURRENT SURVEY CONTROL
 QO2211  ___________________________________________________________________
 QO2211* NAD 83(1986)-  45 51 49.     (N)    093 17 48.     (W)     SCALED    
 QO2211* NAVD 88     -       295.806  (meters)     970.49   (feet)  ADJUSTED  
 QO2211  ___________________________________________________________________
 QO2211  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 QO2211  DYNAMIC HT  -         295.804 (meters)     970.48  (feet)  COMP
 QO2211  MODELED GRAV-     980,601.8   (mgal)                       NAVD 88
 QO2211
 QO2211  VERT ORDER  -  SECOND    CLASS I
 QO2211
 QO2211.The horizontal coordinates were scaled from a topographic map and have
 QO2211.an estimated accuracy of +/- 6 seconds.
 QO2211
 QO2211.The orthometric height was determined by differential leveling
 QO2211.and adjusted by the National Geodetic Survey in June 1991..
 QO2211
 QO2211.The geoid height was determined by GEOID03.
 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     -   196,430.      874,030.      MT  (+/- 180 meters Scaled)
 QO2211
 QO2211                          SUPERSEDED SURVEY CONTROL
 QO2211
 QO2211.No superseded survey control is available for this station.
 QO2211
 QO2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL769789(NAD 83)
 QO2211_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2211
 QO2211  HISTORY     - Date     Condition        Report By
 QO2211  HISTORY     - 1984     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6942 ***********************************************************************
 DG6942  DESIGNATION -  3309 A
 DG6942  PID         -  DG6942
 DG6942  STATE/COUNTY-  MN/KANABEC
 DG6942  USGS QUAD   -  ISLE SW (1968)
 DG6942
 DG6942                         *CURRENT SURVEY CONTROL
 DG6942  ___________________________________________________________________
 DG6942* NAD 83(1986)-  46 07 05.     (N)    093 25 55.     (W)     SCALED    
 DG6942* NAVD 88     -       388.490  (meters)    1274.57   (feet)  ADJUSTED  
 DG6942  ___________________________________________________________________
 DG6942  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DG6942  DYNAMIC HT  -         388.496 (meters)    1274.59  (feet)  COMP
 DG6942  MODELED GRAV-     980,618.3   (mgal)                       NAVD 88
 DG6942
 DG6942  VERT ORDER  -  SECOND    CLASS I
 DG6942
 DG6942.The horizontal coordinates were scaled from a topographic map and have
 DG6942.an estimated accuracy of +/- 6 seconds.
 DG6942
 DG6942.The orthometric height was determined by differential leveling
 DG6942.and adjusted by the National Geodetic Survey in December 2004..
 DG6942
 DG6942.The geoid height was determined by GEOID03.
 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     -   224,590.      863,230.      MT  (+/- 180 meters Scaled)
 DG6942
 DG6942                          SUPERSEDED SURVEY CONTROL
 DG6942
 DG6942.No superseded survey control is available for this station.
 DG6942
 DG6942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM666072(NAD 83)
 DG6942_MARKER: DB = BENCH MARK DISK
 DG6942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6942_STAMPING: 3309 A 1963
 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 = OCTOBER  6, 2006
 DF6768 ***********************************************************************
 DF6768  DESIGNATION -  331 6
 DF6768  PID         -  DF6768
 DF6768  STATE/COUNTY-  MN/CASS
 DF6768  USGS QUAD   -  BENEDICT (1996)
 DF6768
 DF6768                         *CURRENT SURVEY CONTROL
 DF6768  ___________________________________________________________________
 DF6768* NAD 83(1996)-  47 14 05.35645(N)    094 39 48.56883(W)     ADJUSTED  
 DF6768* NAVD 88     -       411.1    (meters)    1349.     (feet)  GPS OBS   
 DF6768  ___________________________________________________________________
 DF6768  X           -    -352,760.894 (meters)                     COMP
 DF6768  Y           -  -4,324,454.773 (meters)                     COMP
 DF6768  Z           -   4,659,811.059 (meters)                     COMP
 DF6768  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 DF6768  ELLIP HEIGHT-         383.20  (meters)          (08/04/03) GPS OBS
 DF6768  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DF6768
 DF6768  HORZ ORDER  -  FIRST
 DF6768  ELLP ORDER  -  THIRD     CLASS II
 DF6768
 DF6768.The horizontal coordinates were established by GPS observations
 DF6768.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6768
 DF6768.The ellipsoidal height was determined by GPS observations
 DF6768.and is referenced to NAD 83.
 DF6768
 DF6768.The geoid height was determined by GEOID03.
 DF6768
 DF6768;                    North         East     Units Scale Factor Converg.
 DF6768;SPC MN C     -   348,488.221   768,688.266   MT  1.00004567   -0 17 56.8
 DF6768;UTM  15      - 5,232,601.541   374,088.626   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.No superseded survey control is available for this station.
 DF6768
 DF6768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7408932602(NAD 83)
 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 = OCTOBER  6, 2006
 QO1275 ***********************************************************************
 QO1275  DESIGNATION -  3310 A
 QO1275  PID         -  QO1275
 QO1275  STATE/COUNTY-  MN/KANABEC
 QO1275  USGS QUAD   -  GRASSTON (1983)
 QO1275
 QO1275                         *CURRENT SURVEY CONTROL
 QO1275  ___________________________________________________________________
 QO1275* NAD 83(1986)-  45 45 37.     (N)    093 08 46.     (W)     SCALED    
 QO1275* NAVD 88     -       290.533  (meters)     953.19   (feet)  ADJUSTED  
 QO1275  ___________________________________________________________________
 QO1275  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 QO1275  DYNAMIC HT  -         290.524 (meters)     953.16  (feet)  COMP
 QO1275  MODELED GRAV-     980,579.8   (mgal)                       NAVD 88
 QO1275
 QO1275  VERT ORDER  -  SECOND    CLASS I
 QO1275
 QO1275.The horizontal coordinates were scaled from a topographic map and have
 QO1275.an estimated accuracy of +/- 6 seconds.
 QO1275
 QO1275.The orthometric height was determined by differential leveling
 QO1275.and adjusted by the National Geodetic Survey in June 1991..
 QO1275
 QO1275.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QO1275;SPC MN C     -   185,100.      885,870.      MT  (+/- 180 meters Scaled)
 QO1275
 QO1275                          SUPERSEDED SURVEY CONTROL
 QO1275
 QO1275.No superseded survey control is available for this station.
 QO1275
 QO1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL886674(NAD 83)
 QO1275_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1275_ROD/PIPE-DEPTH: 12.2 meters
 QO1275
 QO1275  HISTORY     - Date     Condition        Report By
 QO1275  HISTORY     - 1977     MONUMENTED       MNDT
 QO1275  HISTORY     - 1984     GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1273 ***********************************************************************
 QO1273  DESIGNATION -  3311 A
 QO1273  PID         -  QO1273
 QO1273  STATE/COUNTY-  MN/KANABEC
 QO1273  USGS QUAD   -  BRAHAM (1983)
 QO1273
 QO1273                         *CURRENT SURVEY CONTROL
 QO1273  ___________________________________________________________________
 QO1273* NAD 83(1986)-  45 44 37.     (N)    093 09 44.     (W)     SCALED    
 QO1273* NAVD 88     -       295.108  (meters)     968.20   (feet)  ADJUSTED  
 QO1273  ___________________________________________________________________
 QO1273  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 QO1273  DYNAMIC HT  -         295.098 (meters)     968.17  (feet)  COMP
 QO1273  MODELED GRAV-     980,574.9   (mgal)                       NAVD 88
 QO1273
 QO1273  VERT ORDER  -  SECOND    CLASS I
 QO1273
 QO1273.The horizontal coordinates were scaled from a topographic map and have
 QO1273.an estimated accuracy of +/- 6 seconds.
 QO1273
 QO1273.The orthometric height was determined by differential leveling
 QO1273.and adjusted by the National Geodetic Survey in June 1991..
 QO1273
 QO1273.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QO1273;SPC MN C     -   183,230.      884,650.      MT  (+/- 180 meters Scaled)
 QO1273
 QO1273                          SUPERSEDED SURVEY CONTROL
 QO1273
 QO1273.No superseded survey control is available for this station.
 QO1273
 QO1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL873655(NAD 83)
 QO1273_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1273_ROD/PIPE-DEPTH: 17.1 meters
 QO1273
 QO1273  HISTORY     - Date     Condition        Report By
 QO1273  HISTORY     - 1977     MONUMENTED       MNDT
 QO1273  HISTORY     - 1984     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1274 ***********************************************************************
 QO1274  DESIGNATION -  3311 B
 QO1274  PID         -  QO1274
 QO1274  STATE/COUNTY-  MN/KANABEC
 QO1274  USGS QUAD   -  GRASSTON (1983)
 QO1274
 QO1274                         *CURRENT SURVEY CONTROL
 QO1274  ___________________________________________________________________
 QO1274* NAD 83(1986)-  45 45 23.     (N)    093 09 31.     (W)     SCALED    
 QO1274* NAVD 88     -       300.420  (meters)     985.63   (feet)  ADJUSTED  
 QO1274  ___________________________________________________________________
 QO1274  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 QO1274  DYNAMIC HT  -         300.411 (meters)     985.60  (feet)  COMP
 QO1274  MODELED GRAV-     980,577.8   (mgal)                       NAVD 88
 QO1274
 QO1274  VERT ORDER  -  SECOND    CLASS I
 QO1274
 QO1274.The horizontal coordinates were scaled from a topographic map and have
 QO1274.an estimated accuracy of +/- 6 seconds.
 QO1274
 QO1274.The orthometric height was determined by differential leveling
 QO1274.and adjusted by the National Geodetic Survey in June 1991..
 QO1274
 QO1274.The geoid height was determined by GEOID03.
 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     -   184,660.      884,910.      MT  (+/- 180 meters Scaled)
 QO1274
 QO1274                          SUPERSEDED SURVEY CONTROL
 QO1274
 QO1274.No superseded survey control is available for this station.
 QO1274
 QO1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL876669(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2212 ***********************************************************************
 QO2212  DESIGNATION -  3313 A
 QO2212  PID         -  QO2212
 QO2212  STATE/COUNTY-  MN/KANABEC
 QO2212  USGS QUAD   -  MORA SOUTH (1980)
 QO2212
 QO2212                         *CURRENT SURVEY CONTROL
 QO2212  ___________________________________________________________________
 QO2212* NAD 83(1986)-  45 49 04.     (N)    093 17 49.     (W)     SCALED    
 QO2212* NAVD 88     -       299.397  (meters)     982.27   (feet)  ADJUSTED  
 QO2212  ___________________________________________________________________
 QO2212  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 QO2212  DYNAMIC HT  -         299.392 (meters)     982.26  (feet)  COMP
 QO2212  MODELED GRAV-     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
 QO2212.and adjusted by the National Geodetic Survey in June 1991..
 QO2212
 QO2212.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2213 ***********************************************************************
 QO2213  DESIGNATION -  3313 B
 QO2213  PID         -  QO2213
 QO2213  STATE/COUNTY-  MN/KANABEC
 QO2213  USGS QUAD   -  BRAHAM (1983)
 QO2213
 QO2213                         *CURRENT SURVEY CONTROL
 QO2213  ___________________________________________________________________
 QO2213* NAD 83(1986)-  45 44 30.     (N)    093 14 30.     (W)     SCALED    
 QO2213* NAVD 88     -       291.711  (meters)     957.06   (feet)  ADJUSTED  
 QO2213  ___________________________________________________________________
 QO2213  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 QO2213  DYNAMIC HT  -         291.701 (meters)     957.02  (feet)  COMP
 QO2213  MODELED GRAV-     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
 QO2213.and adjusted by the National Geodetic Survey in June 1991..
 QO2213
 QO2213.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2214 ***********************************************************************
 QO2214  DESIGNATION -  3313 C
 QO2214  PID         -  QO2214
 QO2214  STATE/COUNTY-  MN/KANABEC
 QO2214  USGS QUAD   -  BRAHAM (1983)
 QO2214
 QO2214                         *CURRENT SURVEY CONTROL
 QO2214  ___________________________________________________________________
 QO2214* NAD 83(1986)-  45 44 52.     (N)    093 14 52.     (W)     SCALED    
 QO2214* NAVD 88     -       290.888  (meters)     954.36   (feet)  ADJUSTED  
 QO2214  ___________________________________________________________________
 QO2214  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 QO2214  DYNAMIC HT  -         290.879 (meters)     954.33  (feet)  COMP
 QO2214  MODELED GRAV-     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
 QO2214.and adjusted by the National Geodetic Survey in June 1991..
 QO2214
 QO2214.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2215 ***********************************************************************
 QO2215  DESIGNATION -  3313 D
 QO2215  PID         -  QO2215
 QO2215  STATE/COUNTY-  MN/KANABEC
 QO2215  USGS QUAD   -  MORA SOUTH (1980)
 QO2215
 QO2215                         *CURRENT SURVEY CONTROL
 QO2215  ___________________________________________________________________
 QO2215* NAD 83(1986)-  45 45 57.     (N)    093 16 13.     (W)     SCALED    
 QO2215* NAVD 88     -       294.269  (meters)     965.45   (feet)  ADJUSTED  
 QO2215  ___________________________________________________________________
 QO2215  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 QO2215  DYNAMIC HT  -         294.261 (meters)     965.42  (feet)  COMP
 QO2215  MODELED GRAV-     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
 QO2215.and adjusted by the National Geodetic Survey in June 1991..
 QO2215
 QO2215.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF6769 ***********************************************************************
 DF6769  DESIGNATION -  332 21
 DF6769  PID         -  DF6769
 DF6769  STATE/COUNTY-  MN/HUBBARD
 DF6769  USGS QUAD   -  BENEDICT (1996)
 DF6769
 DF6769                         *CURRENT SURVEY CONTROL
 DF6769  ___________________________________________________________________
 DF6769* NAD 83(1996)-  47 11 37.09722(N)    094 43 42.20664(W)     ADJUSTED  
 DF6769* NAVD 88     -       397.98   (meters)    1305.7    (feet)  LEVELING  
 DF6769  ___________________________________________________________________
 DF6769  X           -    -357,935.289 (meters)                     COMP
 DF6769  Y           -  -4,327,392.586 (meters)                     COMP
 DF6769  Z           -   4,656,691.345 (meters)                     COMP
 DF6769  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 DF6769  ELLIP HEIGHT-         370.23  (meters)          (08/04/03) GPS OBS
 DF6769  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DF6769
 DF6769  HORZ ORDER  -  FIRST
 DF6769  VERT ORDER  -  THIRD ?
 DF6769  ELLP ORDER  -  THIRD     CLASS II
 DF6769
 DF6769.The horizontal coordinates were established by GPS observations
 DF6769.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6769
 DF6769.The orthometric height was determined by differential leveling.
 DF6769.The vertical network tie was performed by a horz. field party for horz.
 DF6769.obs reductions. Reset procedures were used to establish the elevation.
 DF6769
 DF6769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6769
 DF6769.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6769
 DF6769.The ellipsoidal height was determined by GPS observations
 DF6769.and is referenced to NAD 83.
 DF6769
 DF6769.The geoid height was determined by GEOID03.
 DF6769
 DF6769;                    North         East     Units Scale Factor Converg.
 DF6769;SPC MN C     -   343,937.257   763,746.144   MT  1.00003458   -0 20 45.8
 DF6769;UTM  15      - 5,228,131.772   369,075.087   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                             364.589 METERS 09039     |
 DF6769|---------------------------------------------------------------------|
 DF6769
 DF6769                          SUPERSEDED SURVEY CONTROL
 DF6769
 DF6769.No superseded survey control is available for this station.
 DF6769
 DF6769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6907528132(NAD 83)
 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     - 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 (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 = OCTOBER  6, 2006
 DF6770 ***********************************************************************
 DF6770  DESIGNATION -  332 36
 DF6770  PID         -  DF6770
 DF6770  STATE/COUNTY-  MN/HUBBARD
 DF6770  USGS QUAD   -  BENEDICT (1996)
 DF6770
 DF6770                         *CURRENT SURVEY CONTROL
 DF6770  ___________________________________________________________________
 DF6770* NAD 83(1996)-  47 09 11.10603(N)    094 40 40.63472(W)     ADJUSTED  
 DF6770* NAVD 88     -       398.76   (meters)    1308.3    (feet)  LEVELING  
 DF6770  ___________________________________________________________________
 DF6770  X           -    -354,395.536 (meters)                     COMP
 DF6770  Y           -  -4,331,002.267 (meters)                     COMP
 DF6770  Z           -   4,653,626.967 (meters)                     COMP
 DF6770  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 DF6770  ELLIP HEIGHT-         371.01  (meters)          (08/04/03) GPS OBS
 DF6770  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DF6770
 DF6770  HORZ ORDER  -  FIRST
 DF6770  VERT ORDER  -  THIRD ?
 DF6770  ELLP ORDER  -  THIRD     CLASS II
 DF6770
 DF6770.The horizontal coordinates were established by GPS observations
 DF6770.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6770
 DF6770.The orthometric height was determined by differential leveling.
 DF6770.The vertical network tie was performed by a horz. field party for horz.
 DF6770.obs reductions. Reset procedures were used to establish the elevation.
 DF6770
 DF6770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6770
 DF6770.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6770
 DF6770.The ellipsoidal height was determined by GPS observations
 DF6770.and is referenced to NAD 83.
 DF6770
 DF6770.The geoid height was determined by GEOID03.
 DF6770
 DF6770;                    North         East     Units Scale Factor Converg.
 DF6770;SPC MN C     -   339,406.861   767,543.981   MT  1.00002417   -0 18 34.5
 DF6770;UTM  15      - 5,223,541.915   372,798.737   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.No superseded survey control is available for this station.
 DF6770
 DF6770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7279923542(NAD 83)
 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 - April 30, 2003
 DF6770_ROD/PIPE-DEPTH: 10.7 meters
 DF6770
 DF6770  HISTORY     - Date     Condition        Report By
 DF6770  HISTORY     - 2001     MONUMENTED       MN-057
 DF6770  HISTORY     - 20030430 GOOD             MNDT
 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 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6771 ***********************************************************************
 DF6771  DESIGNATION -  334 15
 DF6771  PID         -  DF6771
 DF6771  STATE/COUNTY-  MN/HUBBARD
 DF6771  USGS QUAD   -  LAKE GEORGE (1972)
 DF6771
 DF6771                         *CURRENT SURVEY CONTROL
 DF6771  ___________________________________________________________________
 DF6771* NAD 83(1996)-  47 12 35.31520(N)    094 58 02.99956(W)     ADJUSTED  
 DF6771* NAVD 88     -       442.2    (meters)    1451.     (feet)  GPS OBS   
 DF6771  ___________________________________________________________________
 DF6771  X           -    -375,879.755 (meters)                     COMP
 DF6771  Y           -  -4,324,576.942 (meters)                     COMP
 DF6771  Z           -   4,657,945.573 (meters)                     COMP
 DF6771  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 DF6771  ELLIP HEIGHT-         414.71  (meters)          (08/04/03) GPS OBS
 DF6771  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DF6771
 DF6771  HORZ ORDER  -  FIRST
 DF6771  ELLP ORDER  -  THIRD     CLASS II
 DF6771
 DF6771.The horizontal coordinates were established by GPS observations
 DF6771.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6771
 DF6771.The ellipsoidal height was determined by GPS observations
 DF6771.and is referenced to NAD 83.
 DF6771
 DF6771.The geoid height was determined by GEOID03.
 DF6771
 DF6771;                    North         East     Units Scale Factor Converg.
 DF6771;SPC MN C     -   345,871.927   745,642.450   MT  1.00003887   -0 31 08.5
 DF6771;UTM  15      - 5,230,357.574   351,008.466   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.No superseded survey control is available for this station.
 DF6771
 DF6771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5100830358(NAD 83)
 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 = OCTOBER  6, 2006
 DF6772 ***********************************************************************
 DF6772  DESIGNATION -  334 20
 DF6772  PID         -  DF6772
 DF6772  STATE/COUNTY-  MN/HUBBARD
 DF6772  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 DF6772
 DF6772                         *CURRENT SURVEY CONTROL
 DF6772  ___________________________________________________________________
 DF6772* NAD 83(1996)-  47 11 25.84181(N)    095 01 00.90223(W)     ADJUSTED  
 DF6772* NAVD 88     -       441.8    (meters)    1449.     (feet)  GPS OBS   
 DF6772  ___________________________________________________________________
 DF6772  X           -    -379,747.203 (meters)                     COMP
 DF6772  Y           -  -4,325,819.212 (meters)                     COMP
 DF6772  Z           -   4,656,487.549 (meters)                     COMP
 DF6772  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 DF6772  ELLIP HEIGHT-         414.42  (meters)          (08/04/03) GPS OBS
 DF6772  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DF6772
 DF6772  HORZ ORDER  -  FIRST
 DF6772  ELLP ORDER  -  THIRD     CLASS II
 DF6772
 DF6772.The horizontal coordinates were established by GPS observations
 DF6772.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6772
 DF6772.The ellipsoidal height was determined by GPS observations
 DF6772.and is referenced to NAD 83.
 DF6772
 DF6772.The geoid height was determined by GEOID03.
 DF6772
 DF6772;                    North         East     Units Scale Factor Converg.
 DF6772;SPC MN C     -   343,761.564   741,877.943   MT  1.00003376   -0 33 17.2
 DF6772;UTM  15      - 5,228,308.587   347,210.970   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  =   0.99996880
 DF6772!UTM  15      -   0.99993505  x   0.99988691  =   0.99982196
 DF6772
 DF6772                          SUPERSEDED SURVEY CONTROL
 DF6772
 DF6772.No superseded survey control is available for this station.
 DF6772
 DF6772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4721128309(NAD 83)
 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 = OCTOBER  6, 2006
 DF6773 ***********************************************************************
 DF6773  DESIGNATION -  334 36
 DF6773  PID         -  DF6773
 DF6773  STATE/COUNTY-  MN/HUBBARD
 DF6773  USGS QUAD   -  LAKE GEORGE (1972)
 DF6773
 DF6773                         *CURRENT SURVEY CONTROL
 DF6773  ___________________________________________________________________
 DF6773* NAD 83(1996)-  47 09 53.36278(N)    094 55 13.49431(W)     ADJUSTED  
 DF6773* NAVD 88     -       472.5    (meters)    1550.     (feet)  GPS OBS   
 DF6773  ___________________________________________________________________
 DF6773  X           -    -372,642.237 (meters)                     COMP
 DF6773  Y           -  -4,328,560.555 (meters)                     COMP
 DF6773  Z           -   4,654,568.642 (meters)                     COMP
 DF6773  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 DF6773  ELLIP HEIGHT-         445.05  (meters)          (08/04/03) GPS OBS
 DF6773  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DF6773
 DF6773  HORZ ORDER  -  FIRST
 DF6773  ELLP ORDER  -  THIRD     CLASS II
 DF6773
 DF6773.The horizontal coordinates were established by GPS observations
 DF6773.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6773
 DF6773.The ellipsoidal height was determined by GPS observations
 DF6773.and is referenced to NAD 83.
 DF6773
 DF6773.The geoid height was determined by GEOID03.
 DF6773
 DF6773;                    North         East     Units Scale Factor Converg.
 DF6773;SPC MN C     -   340,839.305   749,167.156   MT  1.00002713   -0 29 05.9
 DF6773;UTM  15      - 5,225,269.595   354,450.956   MT  0.99986036   -1 24 30.6
 DF6773
 DF6773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6773!SPC MN C     -   0.99993024  x   1.00002713  =   0.99995737
 DF6773!UTM  15      -   0.99993024  x   0.99986036  =   0.99979061
 DF6773
 DF6773                          SUPERSEDED SURVEY CONTROL
 DF6773
 DF6773.No superseded survey control is available for this station.
 DF6773
 DF6773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5445125270(NAD 83)
 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 = OCTOBER  6, 2006
 DF6774 ***********************************************************************
 DF6774  DESIGNATION -  334 5
 DF6774  PID         -  DF6774
 DF6774  STATE/COUNTY-  MN/HUBBARD
 DF6774  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 DF6774
 DF6774                         *CURRENT SURVEY CONTROL
 DF6774  ___________________________________________________________________
 DF6774* NAD 83(1996)-  47 14 12.05971(N)    095 00 56.71120(W)     ADJUSTED  
 DF6774* NAVD 88     -       436.4    (meters)    1432.     (feet)  GPS OBS   
 DF6774  ___________________________________________________________________
 DF6774  X           -    -379,329.594 (meters)                     COMP
 DF6774  Y           -  -4,322,070.181 (meters)                     COMP
 DF6774  Z           -   4,659,970.455 (meters)                     COMP
 DF6774  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 DF6774  ELLIP HEIGHT-         408.85  (meters)          (08/04/03) GPS OBS
 DF6774  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DF6774
 DF6774  HORZ ORDER  -  FIRST
 DF6774  ELLP ORDER  -  THIRD     CLASS II
 DF6774
 DF6774.The horizontal coordinates were established by GPS observations
 DF6774.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6774
 DF6774.The ellipsoidal height was determined by GPS observations
 DF6774.and is referenced to NAD 83.
 DF6774
 DF6774.The geoid height was determined by GEOID03.
 DF6774
 DF6774;                    North         East     Units Scale Factor Converg.
 DF6774;SPC MN C     -   348,893.807   742,015.797   MT  1.00004618   -0 33 14.2
 DF6774;UTM  15      - 5,233,437.147   347,431.688   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.No superseded survey control is available for this station.
 DF6774
 DF6774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4743233437(NAD 83)
 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 - 2001
 DF6774_ROD/PIPE-DEPTH:  7.6 meters
 DF6774
 DF6774  HISTORY     - Date     Condition        Report By
 DF6774  HISTORY     - 2001     MONUMENTED       MN-057
 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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6775 ***********************************************************************
 DF6775  DESIGNATION -  335 22
 DF6775  PID         -  DF6775
 DF6775  STATE/COUNTY-  MN/HUBBARD
 DF6775  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 DF6775
 DF6775                         *CURRENT SURVEY CONTROL
 DF6775  ___________________________________________________________________
 DF6775* NAD 83(1996)-  47 11 17.15105(N)    095 06 20.06131(W)     ADJUSTED  
 DF6775* NAVD 88     -       454.4    (meters)    1491.     (feet)  GPS OBS   
 DF6775  ___________________________________________________________________
 DF6775  X           -    -386,458.492 (meters)                     COMP
 DF6775  Y           -  -4,325,431.158 (meters)                     COMP
 DF6775  Z           -   4,656,314.465 (meters)                     COMP
 DF6775  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 DF6775  ELLIP HEIGHT-         427.12  (meters)          (08/04/03) GPS OBS
 DF6775  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DF6775
 DF6775  HORZ ORDER  -  FIRST
 DF6775  ELLP ORDER  -  THIRD     CLASS II
 DF6775
 DF6775.The horizontal coordinates were established by GPS observations
 DF6775.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6775
 DF6775.The ellipsoidal height was determined by GPS observations
 DF6775.and is referenced to NAD 83.
 DF6775
 DF6775.The geoid height was determined by GEOID03.
 DF6775
 DF6775;                    North         East     Units Scale Factor Converg.
 DF6775;SPC MN C     -   343,562.001   735,156.407   MT  1.00003313   -0 37 08.1
 DF6775;UTM  15      - 5,228,217.642   340,487.987   MT  0.99991271   -1 32 41.8
 DF6775
 DF6775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6775!SPC MN C     -   0.99993305  x   1.00003313  =   0.99996618
 DF6775!UTM  15      -   0.99993305  x   0.99991271  =   0.99984577
 DF6775
 DF6775                          SUPERSEDED SURVEY CONTROL
 DF6775
 DF6775.No superseded survey control is available for this station.
 DF6775
 DF6775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4048828218(NAD 83)
 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 = OCTOBER  6, 2006
 DF6776 ***********************************************************************
 DF6776  DESIGNATION -  335 3
 DF6776  PID         -  DF6776
 DF6776  STATE/COUNTY-  MN/HUBBARD
 DF6776  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 DF6776
 DF6776                         *CURRENT SURVEY CONTROL
 DF6776  ___________________________________________________________________
 DF6776* NAD 83(1996)-  47 14 06.67148(N)    095 06 35.51948(W)     ADJUSTED  
 DF6776* NAVD 88     -       445.1    (meters)    1460.     (feet)  GPS OBS   
 DF6776  ___________________________________________________________________
 DF6776  X           -    -386,439.877 (meters)                     COMP
 DF6776  Y           -  -4,321,568.905 (meters)                     COMP
 DF6776  Z           -   4,659,863.926 (meters)                     COMP
 DF6776  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 DF6776  ELLIP HEIGHT-         417.65  (meters)          (08/04/03) GPS OBS
 DF6776  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DF6776
 DF6776  HORZ ORDER  -  FIRST
 DF6776  ELLP ORDER  -  THIRD     CLASS II
 DF6776
 DF6776.The horizontal coordinates were established by GPS observations
 DF6776.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6776
 DF6776.The ellipsoidal height was determined by GPS observations
 DF6776.and is referenced to NAD 83.
 DF6776
 DF6776.The geoid height was determined by GEOID03.
 DF6776
 DF6776;                    North         East     Units Scale Factor Converg.
 DF6776;SPC MN C     -   348,800.542   734,887.819   MT  1.00004577   -0 37 19.3
 DF6776;UTM  15      - 5,233,459.179   340,304.176   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.No superseded survey control is available for this station.
 DF6776
 DF6776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4030433459(NAD 83)
 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 = OCTOBER  6, 2006
 DF5925 ***********************************************************************
 DF5925  DESIGNATION -  34
 DF5925  PID         -  DF5925
 DF5925  STATE/COUNTY-  MN/PINE
 DF5925  USGS QUAD   -  KROSCHEL (1968)
 DF5925
 DF5925                         *CURRENT SURVEY CONTROL
 DF5925  ___________________________________________________________________
 DF5925* NAD 83(1996)-  46 03 13.57338(N)    093 02 01.82570(W)     ADJUSTED  
 DF5925* NAVD 88     -       336.6    (meters)    1104.     (feet)  GPS OBS   
 DF5925  ___________________________________________________________________
 DF5925  X           -    -234,685.196 (meters)                     COMP
 DF5925  Y           -  -4,428,018.591 (meters)                     COMP
 DF5925  Z           -   4,569,619.807 (meters)                     COMP
 DF5925  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 DF5925  ELLIP HEIGHT-         309.08  (meters)          (05/27/03) GPS OBS
 DF5925  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DF5925
 DF5925  HORZ ORDER  -  FIRST
 DF5925  ELLP ORDER  -  THIRD     CLASS I
 DF5925
 DF5925.The horizontal coordinates were established by GPS observations
 DF5925.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5925
 DF5925.The orthometric height was determined by GPS observations and a
 DF5925.high-resolution geoid model.
 DF5925
 DF5925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5925
 DF5925.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5925
 DF5925.The ellipsoidal height was determined by GPS observations
 DF5925.and is referenced to NAD 83.
 DF5925
 DF5925.The geoid height was determined by GEOID03.
 DF5925
 DF5925;                    North         East     Units Scale Factor Converg.
 DF5925;SPC MN C     -   217,844.766   894,106.522   MT  0.99993400   +0 52 47.1
 DF5925;UTM  15      - 5,100,022.335   497,382.193   MT  0.99960008   -0 01 27.7
 DF5925
 DF5925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5925!SPC MN C     -   0.99995155  x   0.99993400  =   0.99988555
 DF5925!UTM  15      -   0.99995155  x   0.99960008  =   0.99955165
 DF5925
 DF5925                          SUPERSEDED SURVEY CONTROL
 DF5925
 DF5925.No superseded survey control is available for this station.
 DF5925
 DF5925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9738200022(NAD 83)
 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: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5925+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 DF5925
 DF5925  HISTORY     - Date     Condition        Report By
 DF5925  HISTORY     - 1999     MONUMENTED       MN-115
 DF5925  HISTORY     - 20021010 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8696 ***********************************************************************
 DF8696  DESIGNATION -  34
 DF8696  PID         -  DF8696
 DF8696  STATE/COUNTY-  MN/KANABEC
 DF8696  USGS QUAD   -  POMROY LAKE (1980)
 DF8696
 DF8696                         *CURRENT SURVEY CONTROL
 DF8696  ___________________________________________________________________
 DF8696* NAD 83(1996)-  46 03 12.29518(N)    093 09 32.85677(W)     ADJUSTED  
 DF8696* NAVD 88     -       341.5    (meters)    1120.     (feet)  GPS OBS   
 DF8696  ___________________________________________________________________
 DF8696  X           -    -244,368.949 (meters)                     COMP
 DF8696  Y           -  -4,427,526.520 (meters)                     COMP
 DF8696  Z           -   4,569,595.866 (meters)                     COMP
 DF8696  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 DF8696  ELLIP HEIGHT-         313.87  (meters)          (10/22/03) GPS OBS
 DF8696  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DF8696
 DF8696  HORZ ORDER  -  FIRST
 DF8696  ELLP ORDER  -  THIRD     CLASS II
 DF8696
 DF8696.The horizontal coordinates were established by GPS observations
 DF8696.and adjusted by the MN DEPT OF TRANSP in October 2003..
 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 DEFLEC99 derived deflections.
 DF8696
 DF8696.The ellipsoidal height was determined by GPS observations
 DF8696.and is referenced to NAD 83.
 DF8696
 DF8696.The geoid height was determined by GEOID03.
 DF8696
 DF8696;                    North         East     Units Scale Factor Converg.
 DF8696;SPC MN C     -   217,664.116   884,413.042   MT  0.99993403   +0 47 20.8
 DF8696;UTM  15      - 5,099,994.636   487,690.300   MT  0.99960186   -0 06 52.4
 DF8696
 DF8696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8696!SPC MN C     -   0.99995080  x   0.99993403  =   0.99988483
 DF8696!UTM  15      -   0.99995080  x   0.99960186  =   0.99955268
 DF8696
 DF8696                          SUPERSEDED SURVEY CONTROL
 DF8696
 DF8696.No superseded survey control is available for this station.
 DF8696
 DF8696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8769099995(NAD 83)
 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 = OCTOBER  6, 2006
 QO0500 ***********************************************************************
 QO0500  DESIGNATION -  34 BOLT
 QO0500  PID         -  QO0500
 QO0500  STATE/COUNTY-  MN/RAMSEY
 QO0500  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0500
 QO0500                         *CURRENT SURVEY CONTROL
 QO0500  ___________________________________________________________________
 QO0500* NAD 83(1986)-  45 06 01.     (N)    093 00 10.     (W)     SCALED    
 QO0500* NAVD 88     -       282.155  (meters)     925.70   (feet)  ADJUSTED  
 QO0500  ___________________________________________________________________
 QO0500  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 QO0500  DYNAMIC HT  -         282.151 (meters)     925.69  (feet)  COMP
 QO0500  MODELED GRAV-     980,593.8   (mgal)                       NAVD 88
 QO0500
 QO0500  VERT ORDER  -  SECOND    CLASS 0
 QO0500
 QO0500.The horizontal coordinates were scaled from a topographic map and have
 QO0500.an estimated accuracy of +/- 6 seconds.
 QO0500
 QO0500.The orthometric height was determined by differential leveling
 QO0500.and adjusted by the National Geodetic Survey in June 1991..
 QO0500
 QO0500.Photographs are available for this station.
 QO0500
 QO0500.The geoid height was determined by GEOID03.
 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     -   333,850.      878,490.      MT  (+/- 180 meters Scaled)
 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: 15TVK997940(NAD 83)
 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 22, 2003
 QO0500
 QO0500  HISTORY     - Date     Condition        Report By
 QO0500  HISTORY     - 1929     MONUMENTED       MRC
 QO0500  HISTORY     - 1891     GOOD             DOD
 QO0500  HISTORY     - 20030722 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3132 ***********************************************************************
 DH3132  DESIGNATION -  34 DWB RESET
 DH3132  PID         -  DH3132
 DH3132  STATE/COUNTY-  MN/PIPESTONE
 DH3132  USGS QUAD   -  EDGERTON NE (1967)
 DH3132
 DH3132                         *CURRENT SURVEY CONTROL
 DH3132  ___________________________________________________________________
 DH3132* NAD 83(1996)-  43 59 38.50170(N)    096 06 13.98962(W)     ADJUSTED  
 DH3132* NAVD 88     -       544.9    (meters)    1788.     (feet)  GPS OBS   
 DH3132  ___________________________________________________________________
 DH3132  X           -    -488,732.642 (meters)                     COMP
 DH3132  Y           -  -4,570,252.823 (meters)                     COMP
 DH3132  Z           -   4,407,974.666 (meters)                     COMP
 DH3132  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DH3132  ELLIP HEIGHT-         518.85  (meters)          (04/27/05) GPS OBS
 DH3132  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DH3132
 DH3132  HORZ ORDER  -  FIRST
 DH3132  ELLP ORDER  -  THIRD     CLASS II
 DH3132
 DH3132.The horizontal coordinates were established by GPS observations
 DH3132.and adjusted by the MN DEPT OF TRANSP in April 2005..
 DH3132
 DH3132.The orthometric height was determined by GPS observations and a
 DH3132.high-resolution geoid model.
 DH3132
 DH3132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3132
 DH3132.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3132
 DH3132.The ellipsoidal height was determined by GPS observations
 DH3132.and is referenced to NAD 83.
 DH3132
 DH3132.The geoid height was determined by GEOID03.
 DH3132
 DH3132;                    North         East     Units Scale Factor Converg.
 DH3132;SPC MN S     -   212,620.095   631,263.599   MT  0.99996101   -1 28 28.8
 DH3132;UTM  14      - 4,875,287.851   732,220.264   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  =   0.99987966
 DH3132!UTM  14      -   0.99991865  x   1.00026330  =   1.00018193
 DH3132
 DH3132                          SUPERSEDED SURVEY CONTROL
 DH3132
 DH3132.No superseded survey control is available for this station.
 DH3132
 DH3132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP3222075288(NAD 83)
 DH3132_MARKER: DD = SURVEY DISK
 DH3132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3132_STAMPING: 34 DWB 1965 RESET 1976
 DH3132_MARK LOGO: USGS  
 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 - September 20, 2004
 DH3132
 DH3132  HISTORY     - Date     Condition        Report By
 DH3132  HISTORY     - 1976     MONUMENTED       USGS
 DH3132  HISTORY     - 20040920 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0342 ***********************************************************************
 PP0342  DESIGNATION -  34 GJS
 PP0342  PID         -  PP0342
 PP0342  STATE/COUNTY-  MN/GOODHUE
 PP0342  USGS QUAD   -  PINE ISLAND (1965)
 PP0342
 PP0342                         *CURRENT SURVEY CONTROL
 PP0342  ___________________________________________________________________
 PP0342* NAD 83(1986)-  44 11 44.     (N)    092 38 54.     (W)     SCALED    
 PP0342* NAVD 88     -       306.165  (meters)    1004.48   (feet)  ADJUSTED  
 PP0342  ___________________________________________________________________
 PP0342  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 PP0342  DYNAMIC HT  -         306.106 (meters)    1004.28  (feet)  COMP
 PP0342  MODELED GRAV-     980,418.8   (mgal)                       NAVD 88
 PP0342
 PP0342  VERT ORDER  -  SECOND    CLASS 0
 PP0342
 PP0342.The horizontal coordinates were scaled from a topographic map and have
 PP0342.an estimated accuracy of +/- 6 seconds.
 PP0342
 PP0342.The orthometric height was determined by differential leveling
 PP0342.and adjusted by the National Geodetic Survey in June 1991..
 PP0342
 PP0342.The geoid height was determined by GEOID03.
 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     -   233,730.      908,040.      MT  (+/- 180 meters Scaled)
 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: 15TWJ281936(NAD 83)
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0342+STABILITY: SURFACE MOTION
 PP0342
 PP0342  HISTORY     - Date     Condition        Report By
 PP0342  HISTORY     - 1964     MONUMENTED       USGS
 PP0342  HISTORY     - 1972     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI4436 ***********************************************************************
 AI4436  DESIGNATION -  34 KED
 AI4436  PID         -  AI4436
 AI4436  STATE/COUNTY-  MN/STEELE
 AI4436  USGS QUAD   -  BIXBY (1967)
 AI4436
 AI4436                         *CURRENT SURVEY CONTROL
 AI4436  ___________________________________________________________________
 AI4436* NAD 83(1986)-  43 58 07.     (N)    093 06 57.     (W)     SCALED    
 AI4436* NAVD 88     -       388.719  (meters)    1275.32   (feet)  ADJUSTED  
 AI4436  ___________________________________________________________________
 AI4436  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AI4436  DYNAMIC HT  -         388.656 (meters)    1275.12  (feet)  COMP
 AI4436  MODELED GRAV-     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
 AI4436.and adjusted by the National Geodetic Survey in December 2004..
 AI4436
 AI4436.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 AJ8604 ***********************************************************************
 AJ8604  DESIGNATION -  34 KEE
 AJ8604  PID         -  AJ8604
 AJ8604  STATE/COUNTY-  MN/ROSEAU
 AJ8604  USGS QUAD   -  WANNASKA SW (1984)
 AJ8604
 AJ8604                         *CURRENT SURVEY CONTROL
 AJ8604  ___________________________________________________________________
 AJ8604* NAD 83(1996)-  48 33 42.65473(N)    095 44 00.02519(W)     ADJUSTED  
 AJ8604* NAVD 88     -       353.109  (meters)    1158.49   (feet)  ADJUSTED  
 AJ8604  ___________________________________________________________________
 AJ8604  X           -    -422,501.894 (meters)                     COMP
 AJ8604  Y           -  -4,208,144.302 (meters)                     COMP
 AJ8604  Z           -   4,758,696.142 (meters)                     COMP
 AJ8604  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 AJ8604  ELLIP HEIGHT-         325.56  (meters)          (03/29/02) GPS OBS
 AJ8604  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AJ8604  DYNAMIC HT  -         353.196 (meters)    1158.78  (feet)  COMP
 AJ8604  MODELED GRAV-     980,847.8   (mgal)                       NAVD 88
 AJ8604
 AJ8604  HORZ ORDER  -  FIRST
 AJ8604  VERT ORDER  -  SECOND    CLASS I
 AJ8604  ELLP ORDER  -  FOURTH    CLASS I
 AJ8604
 AJ8604.The horizontal coordinates were established by GPS observations
 AJ8604.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8604
 AJ8604.The orthometric height was determined by differential leveling
 AJ8604.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ8604
 AJ8604.The ellipsoidal height was determined by GPS observations
 AJ8604.and is referenced to NAD 83.
 AJ8604
 AJ8604.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8604;SPC MN N     -   332,542.376   605,670.124   MT  0.99998333   -1 57 06.8
 AJ8604;UTM  15      - 5,382,357.790   298,338.260   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  =   1.00004865
 AJ8604
 AJ8604                          SUPERSEDED SURVEY CONTROL
 AJ8604
 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: 15UTP9833882358(NAD 83)
 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 = OCTOBER  6, 2006
 DH4964 ***********************************************************************
 DH4964  DESIGNATION -  34 RC
 DH4964  PID         -  DH4964
 DH4964  STATE/COUNTY-  MN/PINE
 DH4964  USGS QUAD   -  DANBURY WEST (1983)
 DH4964
 DH4964                         *CURRENT SURVEY CONTROL
 DH4964  ___________________________________________________________________
 DH4964* NAD 83(1986)-  46 00 45.     (N)    092 29 19.     (W)     SCALED    
 DH4964* NAVD 88     -       300.883  (meters)     987.15   (feet)  ADJUSTED  
 DH4964  ___________________________________________________________________
 DH4964  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DH4964  DYNAMIC HT  -         300.911 (meters)     987.24  (feet)  COMP
 DH4964  MODELED GRAV-     980,698.7   (mgal)                       NAVD 88
 DH4964
 DH4964  VERT ORDER  -  SECOND    CLASS I
 DH4964
 DH4964.The horizontal coordinates were scaled from a topographic map and have
 DH4964.an estimated accuracy of +/- 6 seconds.
 DH4964
 DH4964.The orthometric height was determined by differential leveling
 DH4964.and adjusted by the National Geodetic Survey in March 2006..
 DH4964.No vertical observational check was made to the station.
 DH4964
 DH4964.The geoid height was determined by GEOID03.
 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     -   214,050.      936,390.      MT  (+/- 180 meters Scaled)
 DH4964
 DH4964                          SUPERSEDED SURVEY CONTROL
 DH4964
 DH4964.No superseded survey control is available for this station.
 DH4964
 DH4964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL395955(NAD 83)
 DH4964_MARKER: DH = HORIZONTAL CONTROL DISK
 DH4964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4964_STAMPING: 34 RC 1954 987
 DH4964_MARK LOGO: USGS  
 DH4964_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4964+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1997
 DH4964
 DH4964  HISTORY     - Date     Condition        Report By
 DH4964  HISTORY     - 1954     MONUMENTED       USGS
 DH4964  HISTORY     - 19970409 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0741 ***********************************************************************
 DI0741  DESIGNATION -  34 SEM
 DI0741  PID         -  DI0741
 DI0741  STATE/COUNTY-  MN/ROCK
 DI0741  USGS QUAD   -  JASPER SE (1967)
 DI0741
 DI0741                         *CURRENT SURVEY CONTROL
 DI0741  ___________________________________________________________________
 DI0741* NAD 83(1996)-  43 45 46.36676(N)    096 21 05.98216(W)     ADJUSTED  
 DI0741* NAVD 88     -       514.7    (meters)    1689.     (feet)  GPS OBS   
 DI0741  ___________________________________________________________________
 DI0741  X           -    -510,459.210 (meters)                     COMP
 DI0741  Y           -  -4,585,768.531 (meters)                     COMP
 DI0741  Z           -   4,389,439.634 (meters)                     COMP
 DI0741  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 DI0741  ELLIP HEIGHT-         488.48  (meters)          (06/28/06) GPS OBS
 DI0741  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DI0741
 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 MN DEPT OF TRANSP in June 2006..
 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 DEFLEC99 derived deflections.
 DI0741
 DI0741.The ellipsoidal height was determined by GPS observations
 DI0741.and is referenced to NAD 83.
 DI0741
 DI0741.The geoid height was determined by GEOID03.
 DI0741
 DI0741;                    North         East     Units Scale Factor Converg.
 DI0741;SPC MN S     -   187,489.888   610,657.866   MT  1.00000449   -1 38 54.0
 DI0741;UTM  14      - 4,848,945.894   713,175.355   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.No superseded survey control is available for this station.
 DI0741
 DI0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1317548946(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1088 ***********************************************************************
 PQ1088  DESIGNATION -  34 T
 PQ1088  PID         -  PQ1088
 PQ1088  STATE/COUNTY-  MN/LYON
 PQ1088  USGS QUAD   -  MARSHALL SE (1963)
 PQ1088
 PQ1088                         *CURRENT SURVEY CONTROL
 PQ1088  ___________________________________________________________________
 PQ1088* NAD 83(1996)-  44 15 15.38506(N)    095 51 16.19302(W)     ADJUSTED  
 PQ1088* NAVD 88     -       468.24   (+/-2cm)    1536.2    (feet)  VERTCON   
 PQ1088  ___________________________________________________________________
 PQ1088  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 PQ1088  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 PQ1088
 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.The vertical order pertains to the NGVD 29 superseded value.
 PQ1088
 PQ1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1088
 PQ1088.The geoid height was determined by GEOID03.
 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;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     -   0.99993075  x   0.99993130  =   0.99986206
 PQ1088!UTM  15      -   0.99993075  x   1.00023869  =   1.00016942
 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_MARKER: DB = BENCH MARK DISK
 PQ1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1088_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 DH5877 ***********************************************************************
 DH5877  DESIGNATION -  34 TPA
 DH5877  PID         -  DH5877
 DH5877  STATE/COUNTY-  MN/BELTRAMI
 DH5877  USGS QUAD   -  REDBY (1972)
 DH5877
 DH5877                         *CURRENT SURVEY CONTROL
 DH5877  ___________________________________________________________________
 DH5877* NAD 83(1996)-  47 47 21.43738(N)    094 58 42.33316(W)     ADJUSTED  
 DH5877* NAVD 88     -       410.395  (meters)    1346.44   (feet)  ADJUSTED  
 DH5877  ___________________________________________________________________
 DH5877  X           -    -372,580.202 (meters)                     COMP
 DH5877  Y           -  -4,277,159.812 (meters)                     COMP
 DH5877  Z           -   4,701,450.706 (meters)                     COMP
 DH5877  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 DH5877  ELLIP HEIGHT-         382.36  (meters)          (06/16/06) GPS OBS
 DH5877  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DH5877  DYNAMIC HT  -         410.458 (meters)    1346.64  (feet)  COMP
 DH5877  MODELED GRAV-     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 MN DEPT OF TRANSP in June 2006..
 DH5877
 DH5877.The orthometric height was determined by differential leveling
 DH5877.and adjusted by the National Geodetic Survey in September 2005..
 DH5877.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DH5877
 DH5877.The ellipsoidal height was determined by GPS observations
 DH5877.and is referenced to NAD 83.
 DH5877
 DH5877.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DH5877;SPC MN N     -   245,044.154   659,279.423   MT  0.99990314   -1 23 32.4
 DH5877;UTM  15      - 5,294,776.157   351,821.191   MT  0.99986982   -1 27 56.3
 DH5877
 DH5877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5877!SPC MN N     -   0.99994007  x   0.99990314  =   0.99984322
 DH5877!UTM  15      -   0.99994007  x   0.99986982  =   0.99980990
 DH5877
 DH5877                          SUPERSEDED SURVEY CONTROL
 DH5877
 DH5877  NAVD 88 (06/16/06)  410.39   (m)         1346.4    (f) LEVELING    3  
 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_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 = OCTOBER  6, 2006
 DI0657 ***********************************************************************
 DI0657  DESIGNATION -  3401 B
 DI0657  PID         -  DI0657
 DI0657  STATE/COUNTY-  MN/KANDIYOHI
 DI0657  USGS QUAD   -  BLOMKEST (1965)
 DI0657
 DI0657                         *CURRENT SURVEY CONTROL
 DI0657  ___________________________________________________________________
 DI0657* NAD 83(1996)-  44 56 05.72915(N)    095 02 39.78642(W)     ADJUSTED  
 DI0657* NAVD 88     -       338.61   (meters)    1110.9    (feet)  LEVELING  
 DI0657  ___________________________________________________________________
 DI0657  X           -    -397,688.968 (meters)                     COMP
 DI0657  Y           -  -4,505,404.619 (meters)                     COMP
 DI0657  Z           -   4,482,452.030 (meters)                     COMP
 DI0657  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 DI0657  ELLIP HEIGHT-         311.82  (meters)          (06/12/06) GPS OBS
 DI0657  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DI0657
 DI0657  HORZ ORDER  -  FIRST
 DI0657  VERT ORDER  -  THIRD ?
 DI0657  ELLP ORDER  -  FOURTH    CLASS I
 DI0657
 DI0657.The horizontal coordinates were established by GPS observations
 DI0657.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0657
 DI0657.The orthometric height was determined by differential leveling.
 DI0657.The vertical network tie was performed by a horz. field party for horz.
 DI0657.obs reductions. Reset procedures were used to establish the elevation.
 DI0657
 DI0657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0657
 DI0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0657
 DI0657.The ellipsoidal height was determined by GPS observations
 DI0657.and is referenced to NAD 83.
 DI0657
 DI0657.The geoid height was determined by GEOID03.
 DI0657
 DI0657;                    North         East     Units Scale Factor Converg.
 DI0657;SPC MN S     -   315,521.825   717,566.692   MT  0.99995063   -0 43 55.3
 DI0657;UTM  15      - 4,977,754.507   338,688.765   MT  0.99991998   -1 26 39.4
 DI0657
 DI0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0657!SPC MN S     -   0.99995111  x   0.99995063  =   0.99990175
 DI0657!UTM  15      -   0.99995111  x   0.99991998  =   0.99987110
 DI0657
 DI0657                          SUPERSEDED SURVEY CONTROL
 DI0657
 DI0657.No superseded survey control is available for this station.
 DI0657
 DI0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3868977755(NAD 83)
 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 - 2006
 DI0657_ROD/PIPE-DEPTH:  7.6 meters
 DI0657
 DI0657  HISTORY     - Date     Condition        Report By
 DI0657  HISTORY     - 2006     MONUMENTED       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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0658 ***********************************************************************
 DI0658  DESIGNATION -  3401 C
 DI0658  PID         -  DI0658
 DI0658  STATE/COUNTY-  MN/KANDIYOHI
 DI0658  USGS QUAD   -  BLOMKEST (1965)
 DI0658
 DI0658                         *CURRENT SURVEY CONTROL
 DI0658  ___________________________________________________________________
 DI0658* NAD 83(1996)-  44 56 06.59932(N)    095 03 51.98992(W)     ADJUSTED  
 DI0658* NAVD 88     -       342.07   (meters)    1122.3    (feet)  LEVELING  
 DI0658  ___________________________________________________________________
 DI0658  X           -    -399,264.613 (meters)                     COMP
 DI0658  Y           -  -4,505,248.665 (meters)                     COMP
 DI0658  Z           -   4,482,473.484 (meters)                     COMP
 DI0658  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 DI0658  ELLIP HEIGHT-         315.27  (meters)          (06/12/06) GPS OBS
 DI0658  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DI0658
 DI0658  HORZ ORDER  -  FIRST
 DI0658  VERT ORDER  -  THIRD ?
 DI0658  ELLP ORDER  -  FOURTH    CLASS I
 DI0658
 DI0658.The horizontal coordinates were established by GPS observations
 DI0658.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0658
 DI0658.The orthometric height was determined by differential leveling.
 DI0658.The vertical network tie was performed by a horz. field party for horz.
 DI0658.obs reductions. Reset procedures were used to establish the elevation.
 DI0658
 DI0658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0658
 DI0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0658
 DI0658.The ellipsoidal height was determined by GPS observations
 DI0658.and is referenced to NAD 83.
 DI0658
 DI0658.The geoid height was determined by GEOID03.
 DI0658
 DI0658;                    North         East     Units Scale Factor Converg.
 DI0658;SPC MN S     -   315,569.103   715,984.069   MT  0.99995066   -0 44 45.9
 DI0658;UTM  15      - 4,977,821.455   337,106.895   MT  0.99992628   -1 27 30.4
 DI0658
 DI0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0658!SPC MN S     -   0.99995057  x   0.99995066  =   0.99990123
 DI0658!UTM  15      -   0.99995057  x   0.99992628  =   0.99987686
 DI0658
 DI0658                          SUPERSEDED SURVEY CONTROL
 DI0658
 DI0658.No superseded survey control is available for this station.
 DI0658
 DI0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3710777821(NAD 83)
 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 = OCTOBER  6, 2006
 DI0659 ***********************************************************************
 DI0659  DESIGNATION -  3401 D
 DI0659  PID         -  DI0659
 DI0659  STATE/COUNTY-  MN/KANDIYOHI
 DI0659  USGS QUAD   -  BLOMKEST (1965)
 DI0659
 DI0659                         *CURRENT SURVEY CONTROL
 DI0659  ___________________________________________________________________
 DI0659* NAD 83(1996)-  44 56 05.83748(N)    095 05 06.30328(W)     ADJUSTED  
 DI0659* NAVD 88     -       336.35   (meters)    1103.5    (feet)  LEVELING  
 DI0659  ___________________________________________________________________
 DI0659  X           -    -400,888.858 (meters)                     COMP
 DI0659  Y           -  -4,505,117.045 (meters)                     COMP
 DI0659  Z           -   4,482,452.801 (meters)                     COMP
 DI0659  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 DI0659  ELLIP HEIGHT-         309.56  (meters)          (06/12/06) GPS OBS
 DI0659  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DI0659
 DI0659  HORZ ORDER  -  FIRST
 DI0659  VERT ORDER  -  THIRD ?
 DI0659  ELLP ORDER  -  FOURTH    CLASS I
 DI0659
 DI0659.The horizontal coordinates were established by GPS observations
 DI0659.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0659
 DI0659.The orthometric height was determined by differential leveling.
 DI0659.The vertical network tie was performed by a horz. field party for horz.
 DI0659.obs reductions. Reset procedures were used to establish the elevation.
 DI0659
 DI0659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0659
 DI0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0659
 DI0659.The ellipsoidal height was determined by GPS observations
 DI0659.and is referenced to NAD 83.
 DI0659
 DI0659.The geoid height was determined by GEOID03.
 DI0659
 DI0659;                    North         East     Units Scale Factor Converg.
 DI0659;SPC MN S     -   315,567.011   714,354.540   MT  0.99995063   -0 45 38.0
 DI0659;UTM  15      - 4,977,839.623   335,477.501   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  =   0.99988431
 DI0659
 DI0659                          SUPERSEDED SURVEY CONTROL
 DI0659
 DI0659.No superseded survey control is available for this station.
 DI0659
 DI0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3547877840(NAD 83)
 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 = OCTOBER  6, 2006
 DI0660 ***********************************************************************
 DI0660  DESIGNATION -  3401 E
 DI0660  PID         -  DI0660
 DI0660  STATE/COUNTY-  MN/KANDIYOHI
 DI0660  USGS QUAD   -  BLOMKEST (1965)
 DI0660
 DI0660                         *CURRENT SURVEY CONTROL
 DI0660  ___________________________________________________________________
 DI0660* NAD 83(1996)-  44 56 05.62679(N)    095 07 30.00113(W)     ADJUSTED  
 DI0660* NAVD 88     -       335.43   (meters)    1100.5    (feet)  LEVELING  
 DI0660  ___________________________________________________________________
 DI0660  X           -    -404,027.679 (meters)                     COMP
 DI0660  Y           -  -4,504,840.606 (meters)                     COMP
 DI0660  Z           -   4,482,447.561 (meters)                     COMP
 DI0660  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DI0660  ELLIP HEIGHT-         308.66  (meters)          (06/12/06) GPS OBS
 DI0660  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DI0660
 DI0660  HORZ ORDER  -  FIRST
 DI0660  VERT ORDER  -  THIRD ?
 DI0660  ELLP ORDER  -  FOURTH    CLASS I
 DI0660
 DI0660.The horizontal coordinates were established by GPS observations
 DI0660.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0660
 DI0660.The orthometric height was determined by differential leveling.
 DI0660.The vertical network tie was performed by a horz. field party for horz.
 DI0660.obs reductions. Reset procedures were used to establish the elevation.
 DI0660
 DI0660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0660
 DI0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0660
 DI0660.The ellipsoidal height was determined by GPS observations
 DI0660.and is referenced to NAD 83.
 DI0660
 DI0660.The geoid height was determined by GEOID03.
 DI0660
 DI0660;                    North         East     Units Scale Factor Converg.
 DI0660;SPC MN S     -   315,603.099   711,204.080   MT  0.99995062   -0 47 18.8
 DI0660;UTM  15      - 4,977,914.888   332,327.768   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  =   0.99990223
 DI0660!UTM  15      -   0.99995161  x   0.99994571  =   0.99989732
 DI0660
 DI0660                          SUPERSEDED SURVEY CONTROL
 DI0660
 DI0660.No superseded survey control is available for this station.
 DI0660
 DI0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3232877915(NAD 83)
 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 = OCTOBER  6, 2006
 DI0661 ***********************************************************************
 DI0661  DESIGNATION -  3401 F
 DI0661  PID         -  DI0661
 DI0661  STATE/COUNTY-  MN/KANDIYOHI
 DI0661  USGS QUAD   -  PRINSBURG (1965)
 DI0661
 DI0661                         *CURRENT SURVEY CONTROL
 DI0661  ___________________________________________________________________
 DI0661* NAD 83(1996)-  44 56 05.10396(N)    095 08 46.29654(W)     ADJUSTED  
 DI0661* NAVD 88     -       341.26   (meters)    1119.6    (feet)  LEVELING  
 DI0661  ___________________________________________________________________
 DI0661  X           -    -405,695.342 (meters)                     COMP
 DI0661  Y           -  -4,504,706.317 (meters)                     COMP
 DI0661  Z           -   4,482,440.253 (meters)                     COMP
 DI0661  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DI0661  ELLIP HEIGHT-         314.49  (meters)          (06/12/06) GPS OBS
 DI0661  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DI0661
 DI0661  HORZ ORDER  -  FIRST
 DI0661  VERT ORDER  -  THIRD ?
 DI0661  ELLP ORDER  -  FOURTH    CLASS I
 DI0661
 DI0661.The horizontal coordinates were established by GPS observations
 DI0661.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0661
 DI0661.The orthometric height was determined by differential leveling.
 DI0661.The vertical network tie was performed by a horz. field party for horz.
 DI0661.obs reductions. Reset procedures were used to establish the elevation.
 DI0661
 DI0661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0661
 DI0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0661
 DI0661.The ellipsoidal height was determined by GPS observations
 DI0661.and is referenced to NAD 83.
 DI0661
 DI0661.The geoid height was determined by GEOID03.
 DI0661
 DI0661;                    North         East     Units Scale Factor Converg.
 DI0661;SPC MN S     -   315,610.201   709,531.192   MT  0.99995060   -0 48 12.2
 DI0661;UTM  15      - 4,977,942.799   330,655.100   MT  0.99995264   -1 30 58.4
 DI0661
 DI0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0661!SPC MN S     -   0.99995069  x   0.99995060  =   0.99990130
 DI0661!UTM  15      -   0.99995069  x   0.99995264  =   0.99990334
 DI0661
 DI0661                          SUPERSEDED SURVEY CONTROL
 DI0661
 DI0661.No superseded survey control is available for this station.
 DI0661
 DI0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3065577943(NAD 83)
 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 = OCTOBER  6, 2006
 DI0662 ***********************************************************************
 DI0662  DESIGNATION -  3401 G
 DI0662  PID         -  DI0662
 DI0662  STATE/COUNTY-  MN/KANDIYOHI
 DI0662  USGS QUAD   -  PRINSBURG (1965)
 DI0662
 DI0662                         *CURRENT SURVEY CONTROL
 DI0662  ___________________________________________________________________
 DI0662* NAD 83(1996)-  44 56 01.61450(N)    095 11 12.04308(W)     ADJUSTED  
 DI0662* NAVD 88     -       334.67   (meters)    1098.0    (feet)  LEVELING  
 DI0662  ___________________________________________________________________
 DI0662  X           -    -408,884.720 (meters)                     COMP
 DI0662  Y           -  -4,504,489.662 (meters)                     COMP
 DI0662  Z           -   4,482,359.346 (meters)                     COMP
 DI0662  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 DI0662  ELLIP HEIGHT-         307.91  (meters)          (06/12/06) GPS OBS
 DI0662  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DI0662
 DI0662  HORZ ORDER  -  FIRST
 DI0662  VERT ORDER  -  THIRD ?
 DI0662  ELLP ORDER  -  FOURTH    CLASS I
 DI0662
 DI0662.The horizontal coordinates were established by GPS observations
 DI0662.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0662
 DI0662.The orthometric height was determined by differential leveling.
 DI0662.The vertical network tie was performed by a horz. field party for horz.
 DI0662.obs reductions. Reset procedures were used to establish the elevation.
 DI0662
 DI0662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0662
 DI0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0662
 DI0662.The ellipsoidal height was determined by GPS observations
 DI0662.and is referenced to NAD 83.
 DI0662
 DI0662.The geoid height was determined by GEOID03.
 DI0662
 DI0662;                    North         East     Units Scale Factor Converg.
 DI0662;SPC MN S     -   315,548.098   706,334.364   MT  0.99995048   -0 49 54.4
 DI0662;UTM  15      - 4,977,920.478   327,457.720   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.No superseded survey control is available for this station.
 DI0662
 DI0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2745877920(NAD 83)
 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 = OCTOBER  6, 2006
 DI0663 ***********************************************************************
 DI0663  DESIGNATION -  3401 H
 DI0663  PID         -  DI0663
 DI0663  STATE/COUNTY-  MN/KANDIYOHI
 DI0663  USGS QUAD   -  PRINSBURG (1965)
 DI0663
 DI0663                         *CURRENT SURVEY CONTROL
 DI0663  ___________________________________________________________________
 DI0663* NAD 83(1996)-  44 56 04.88971(N)    095 12 27.42964(W)     ADJUSTED  
 DI0663* NAVD 88     -       330.14   (meters)    1083.1    (feet)  LEVELING  
 DI0663  ___________________________________________________________________
 DI0663  X           -    -410,524.241 (meters)                     COMP
 DI0663  Y           -  -4,504,265.616 (meters)                     COMP
 DI0663  Z           -   4,482,427.731 (meters)                     COMP
 DI0663  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 DI0663  ELLIP HEIGHT-         303.39  (meters)          (06/12/06) GPS OBS
 DI0663  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DI0663
 DI0663  HORZ ORDER  -  FIRST
 DI0663  VERT ORDER  -  THIRD ?
 DI0663  ELLP ORDER  -  FOURTH    CLASS I
 DI0663
 DI0663.The horizontal coordinates were established by GPS observations
 DI0663.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0663
 DI0663.The orthometric height was determined by differential leveling.
 DI0663.The vertical network tie was performed by a horz. field party for horz.
 DI0663.obs reductions. Reset procedures were used to establish the elevation.
 DI0663
 DI0663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0663
 DI0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0663
 DI0663.The ellipsoidal height was determined by GPS observations
 DI0663.and is referenced to NAD 83.
 DI0663
 DI0663.The geoid height was determined by GEOID03.
 DI0663
 DI0663;                    North         East     Units Scale Factor Converg.
 DI0663;SPC MN S     -   315,673.393   704,683.108   MT  0.99995060   -0 50 47.2
 DI0663;UTM  15      - 4,978,066.317   325,808.119   MT  0.99997312   -1 33 34.7
 DI0663
 DI0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0663!SPC MN S     -   0.99995243  x   0.99995060  =   0.99990304
 DI0663!UTM  15      -   0.99995243  x   0.99997312  =   0.99992556
 DI0663
 DI0663                          SUPERSEDED SURVEY CONTROL
 DI0663
 DI0663.No superseded survey control is available for this station.
 DI0663
 DI0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2580878066(NAD 83)
 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 = OCTOBER  6, 2006
 DI0664 ***********************************************************************
 DI0664  DESIGNATION -  3401 J
 DI0664  PID         -  DI0664
 DI0664  STATE/COUNTY-  MN/KANDIYOHI
 DI0664  USGS QUAD   -  PRINSBURG (1965)
 DI0664
 DI0664                         *CURRENT SURVEY CONTROL
 DI0664  ___________________________________________________________________
 DI0664* NAD 83(1996)-  44 56 07.01778(N)    095 14 54.86128(W)     ADJUSTED  
 DI0664* NAVD 88     -       326.25   (meters)    1070.4    (feet)  LEVELING  
 DI0664  ___________________________________________________________________
 DI0664  X           -    -413,739.149 (meters)                     COMP
 DI0664  Y           -  -4,503,922.100 (meters)                     COMP
 DI0664  Z           -   4,482,471.504 (meters)                     COMP
 DI0664  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 DI0664  ELLIP HEIGHT-         299.52  (meters)          (06/12/06) GPS OBS
 DI0664  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DI0664
 DI0664  HORZ ORDER  -  FIRST
 DI0664  VERT ORDER  -  THIRD ?
 DI0664  ELLP ORDER  -  FOURTH    CLASS I
 DI0664
 DI0664.The horizontal coordinates were established by GPS observations
 DI0664.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0664
 DI0664.The orthometric height was determined by differential leveling.
 DI0664.The vertical network tie was performed by a horz. field party for horz.
 DI0664.obs reductions. Reset procedures were used to establish the elevation.
 DI0664
 DI0664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0664
 DI0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0664
 DI0664.The ellipsoidal height was determined by GPS observations
 DI0664.and is referenced to NAD 83.
 DI0664
 DI0664.The geoid height was determined by GEOID03.
 DI0664
 DI0664;                    North         East     Units Scale Factor Converg.
 DI0664;SPC MN S     -   315,787.638   701,451.936   MT  0.99995067   -0 52 30.6
 DI0664;UTM  15      - 4,978,220.783   322,578.525   MT  0.99998708   -1 35 18.9
 DI0664
 DI0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0664!SPC MN S     -   0.99995304  x   0.99995067  =   0.99990371
 DI0664!UTM  15      -   0.99995304  x   0.99998708  =   0.99994012
 DI0664
 DI0664|---------------------------------------------------------------------|
 DI0664| PID    Reference Object                     Distance      Geod. Az  |
 DI0664|                                                           dddmmss.s |
 DI0664| AA6259 PRINS                               382.941 METERS 25715     |
 DI0664|---------------------------------------------------------------------|
 DI0664
 DI0664                          SUPERSEDED SURVEY CONTROL
 DI0664
 DI0664.No superseded survey control is available for this station.
 DI0664
 DI0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2257978221(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1455 ***********************************************************************
 PQ1455  DESIGNATION -  3402 A
 PQ1455  PID         -  PQ1455
 PQ1455  STATE/COUNTY-  MN/KANDIYOHI
 PQ1455  USGS QUAD   -  THORPE (1982)
 PQ1455
 PQ1455                         *CURRENT SURVEY CONTROL
 PQ1455  ___________________________________________________________________
 PQ1455* NAD 83(1986)-  44 56 10.     (N)    094 50 51.     (W)     SCALED    
 PQ1455* NAVD 88     -       336.710  (meters)    1104.69   (feet)  ADJUSTED  
 PQ1455  ___________________________________________________________________
 PQ1455  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 PQ1455  DYNAMIC HT  -         336.683 (meters)    1104.60  (feet)  COMP
 PQ1455  MODELED GRAV-     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
 PQ1455.and adjusted by the National Geodetic Survey in June 1995..
 PQ1455
 PQ1455.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1458 ***********************************************************************
 PQ1458  DESIGNATION -  3402 A 1
 PQ1458  PID         -  PQ1458
 PQ1458  STATE/COUNTY-  MN/KANDIYOHI
 PQ1458  USGS QUAD   -  THORPE (1982)
 PQ1458
 PQ1458                         *CURRENT SURVEY CONTROL
 PQ1458  ___________________________________________________________________
 PQ1458* NAD 83(1996)-  44 55 43.34612(N)    094 50 21.04134(W)     ADJUSTED  
 PQ1458* NAVD 88     -       338.068  (meters)    1109.14   (feet)  ADJUSTED  
 PQ1458  ___________________________________________________________________
 PQ1458  X           -    -381,591.312 (meters)                     COMP
 PQ1458  Y           -  -4,507,285.923 (meters)                     COMP
 PQ1458  Z           -   4,481,962.430 (meters)                     COMP
 PQ1458  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 PQ1458  ELLIP HEIGHT-         311.23  (meters)          (06/12/06) GPS OBS
 PQ1458  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 PQ1458  DYNAMIC HT  -         338.041 (meters)    1109.06  (feet)  COMP
 PQ1458  MODELED GRAV-     980,526.9   (mgal)                       NAVD 88
 PQ1458
 PQ1458  HORZ ORDER  -  FIRST
 PQ1458  VERT ORDER  -  SECOND    CLASS I
 PQ1458  ELLP ORDER  -  FOURTH    CLASS I
 PQ1458
 PQ1458.The horizontal coordinates were established by GPS observations
 PQ1458.and adjusted by the MN DEPT OF TRANSP in June 2006..
 PQ1458
 PQ1458.The orthometric height was determined by differential leveling
 PQ1458.and adjusted by the National Geodetic Survey in June 1995..
 PQ1458
 PQ1458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1458
 PQ1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1458
 PQ1458.The ellipsoidal height was determined by GPS observations
 PQ1458.and is referenced to NAD 83.
 PQ1458
 PQ1458.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1458;SPC MN S     -   314,644.330   733,755.945   MT  0.99994981   -0 35 17.5
 PQ1458;UTM  15      - 4,976,676.096   354,864.881   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  =   0.99981023
 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  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: 15TUK5486576676(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1444 ***********************************************************************
 PQ1444  DESIGNATION -  3402 A 2
 PQ1444  PID         -  PQ1444
 PQ1444  STATE/COUNTY-  MN/KANDIYOHI
 PQ1444  USGS QUAD   -  THORPE (1982)
 PQ1444
 PQ1444                         *CURRENT SURVEY CONTROL
 PQ1444  ___________________________________________________________________
 PQ1444* NAD 83(1996)-  44 55 17.79045(N)    094 50 21.07373(W)     ADJUSTED  
 PQ1444* NAVD 88     -       338.009  (meters)    1108.95   (feet)  ADJUSTED  
 PQ1444  ___________________________________________________________________
 PQ1444  X           -    -381,639.013 (meters)                     COMP
 PQ1444  Y           -  -4,507,840.935 (meters)                     COMP
 PQ1444  Z           -   4,481,403.773 (meters)                     COMP
 PQ1444  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 PQ1444  ELLIP HEIGHT-         311.13  (meters)          (06/12/06) GPS OBS
 PQ1444  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 PQ1444  DYNAMIC HT  -         337.982 (meters)    1108.86  (feet)  COMP
 PQ1444  MODELED GRAV-     980,525.8   (mgal)                       NAVD 88
 PQ1444
 PQ1444  HORZ ORDER  -  FIRST
 PQ1444  VERT ORDER  -  SECOND    CLASS I
 PQ1444  ELLP ORDER  -  FOURTH    CLASS I
 PQ1444
 PQ1444.The horizontal coordinates were established by GPS observations
 PQ1444.and adjusted by the MN DEPT OF TRANSP in June 2006..
 PQ1444
 PQ1444.The orthometric height was determined by differential leveling
 PQ1444.and adjusted by the National Geodetic Survey in June 1995..
 PQ1444
 PQ1444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1444
 PQ1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1444
 PQ1444.The ellipsoidal height was determined by GPS observations
 PQ1444.and is referenced to NAD 83.
 PQ1444
 PQ1444.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1444;SPC MN S     -   313,855.528   733,747.136   MT  0.99994889   -0 35 17.6
 PQ1444;UTM  15      - 4,975,887.535   354,846.289   MT  0.99985909   -1 17 56.2
 PQ1444
 PQ1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1444!SPC MN S     -   0.99995122  x   0.99994889  =   0.99990011
 PQ1444!UTM  15      -   0.99995122  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  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: 15TUK5484675888(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1418 ***********************************************************************
 PQ1418  DESIGNATION -  3402 B
 PQ1418  PID         -  PQ1418
 PQ1418  STATE/COUNTY-  MN/KANDIYOHI
 PQ1418  USGS QUAD   -  BLOMKEST (1965)
 PQ1418
 PQ1418                         *CURRENT SURVEY CONTROL
 PQ1418  ___________________________________________________________________
 PQ1418* NAD 83(1986)-  44 56 06.     (N)    095 01 23.     (W)     SCALED    
 PQ1418* NAVD 88     -       340.906  (meters)    1118.46   (feet)  ADJUSTED  
 PQ1418  ___________________________________________________________________
 PQ1418  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 PQ1418  DYNAMIC HT  -         340.878 (meters)    1118.36  (feet)  COMP
 PQ1418  MODELED GRAV-     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
 PQ1418.and adjusted by the National Geodetic Survey in June 1995..
 PQ1418
 PQ1418.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1419 ***********************************************************************
 PQ1419  DESIGNATION -  3402 B 1
 PQ1419  PID         -  PQ1419
 PQ1419  STATE/COUNTY-  MN/KANDIYOHI
 PQ1419  USGS QUAD   -  BLOMKEST (1965)
 PQ1419
 PQ1419                         *CURRENT SURVEY CONTROL
 PQ1419  ___________________________________________________________________
 PQ1419* NAD 83(1996)-  44 55 14.75796(N)    095 01 24.08618(W)     ADJUSTED  
 PQ1419* NAVD 88     -       342.819  (meters)    1124.73   (feet)  ADJUSTED  
 PQ1419  ___________________________________________________________________
 PQ1419  X           -    -396,132.998 (meters)                     COMP
 PQ1419  Y           -  -4,506,660.205 (meters)                     COMP
 PQ1419  Z           -   4,481,340.925 (meters)                     COMP
 PQ1419  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 PQ1419  ELLIP HEIGHT-         316.00  (meters)          (06/12/06) GPS OBS
 PQ1419  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 PQ1419  DYNAMIC HT  -         342.790 (meters)    1124.64  (feet)  COMP
 PQ1419  MODELED GRAV-     980,524.0   (mgal)                       NAVD 88
 PQ1419
 PQ1419  HORZ ORDER  -  FIRST
 PQ1419  VERT ORDER  -  SECOND    CLASS I
 PQ1419  ELLP ORDER  -  FOURTH    CLASS I
 PQ1419
 PQ1419.The horizontal coordinates were established by GPS observations
 PQ1419.and adjusted by the MN DEPT OF TRANSP in June 2006..
 PQ1419
 PQ1419.The orthometric height was determined by differential leveling
 PQ1419.and adjusted by the National Geodetic Survey in June 1995..
 PQ1419
 PQ1419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1419
 PQ1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1419
 PQ1419.The ellipsoidal height was determined by GPS observations
 PQ1419.and is referenced to NAD 83.
 PQ1419
 PQ1419.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1419;SPC MN S     -   313,927.578   719,206.635   MT  0.99994879   -0 43 02.3
 PQ1419;UTM  15      - 4,976,140.058   340,308.717   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  =   0.99989925
 PQ1419!UTM  15      -   0.99995046  x   0.99991358  =   0.99986404
 PQ1419
 PQ1419                          SUPERSEDED SURVEY CONTROL
 PQ1419
 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: 15TUK4030976140(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1417 ***********************************************************************
 PQ1417  DESIGNATION -  3402 C
 PQ1417  PID         -  PQ1417
 PQ1417  STATE/COUNTY-  MN/KANDIYOHI
 PQ1417  USGS QUAD   -  BLOMKEST (1965)
 PQ1417
 PQ1417                         *CURRENT SURVEY CONTROL
 PQ1417  ___________________________________________________________________
 PQ1417* NAD 83(1986)-  44 56 10.     (N)    095 00 29.     (W)     SCALED    
 PQ1417* NAVD 88     -       341.849  (meters)    1121.55   (feet)  ADJUSTED  
 PQ1417  ___________________________________________________________________
 PQ1417  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 PQ1417  DYNAMIC HT  -         341.821 (meters)    1121.46  (feet)  COMP
 PQ1417  MODELED GRAV-     980,527.5   (mgal)                       NAVD 88
 PQ1417
 PQ1417  VERT ORDER  -  SECOND    CLASS I
 PQ1417
 PQ1417.The horizontal coordinates were scaled from a topographic map and have
 PQ1417.an estimated accuracy of +/- 6 seconds.
 PQ1417
 PQ1417.The orthometric height was determined by differential leveling
 PQ1417.and adjusted by the National Geodetic Survey in June 1995..
 PQ1417
 PQ1417.The geoid height was determined by GEOID03.
 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     -   315,620.      720,440.      MT  (+/- 180 meters Scaled)
 PQ1417
 PQ1417                          SUPERSEDED SURVEY CONTROL
 PQ1417
 PQ1417.No superseded survey control is available for this station.
 PQ1417
 PQ1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK415778(NAD 83)
 PQ1417_MARKER: DV = VERTICAL CONTROL DISK
 PQ1417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PQ1417_SP_SET: CONCRETE WASTE HOLDING TANK
 PQ1417_STAMPING: 3402 C 1978
 PQ1417_MARK LOGO: MNDT  
 PQ1417_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1417
 PQ1417  HISTORY     - Date     Condition        Report By
 PQ1417  HISTORY     - 1978     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1416 ***********************************************************************
 PQ1416  DESIGNATION -  3402 D
 PQ1416  PID         -  PQ1416
 PQ1416  STATE/COUNTY-  MN/KANDIYOHI
 PQ1416  USGS QUAD   -  LAKE LILLIAN (1982)
 PQ1416
 PQ1416                         *CURRENT SURVEY CONTROL
 PQ1416  ___________________________________________________________________
 PQ1416* NAD 83(1986)-  44 56 12.     (N)    094 58 58.     (W)     SCALED    
 PQ1416* NAVD 88     -       340.775  (meters)    1118.03   (feet)  ADJUSTED  
 PQ1416  ___________________________________________________________________
 PQ1416  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 PQ1416  DYNAMIC HT  -         340.747 (meters)    1117.93  (feet)  COMP
 PQ1416  MODELED GRAV-     980,527.4   (mgal)                       NAVD 88
 PQ1416
 PQ1416  VERT ORDER  -  SECOND    CLASS I
 PQ1416
 PQ1416.The horizontal coordinates were scaled from a topographic map and have
 PQ1416.an estimated accuracy of +/- 6 seconds.
 PQ1416
 PQ1416.The orthometric height was determined by differential leveling
 PQ1416.and adjusted by the National Geodetic Survey in June 1995..
 PQ1416
 PQ1416.The geoid height was determined by GEOID03.
 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     -   315,660.      722,430.      MT  (+/- 180 meters Scaled)
 PQ1416
 PQ1416                          SUPERSEDED SURVEY CONTROL
 PQ1416
 PQ1416.No superseded survey control is available for this station.
 PQ1416
 PQ1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK435778(NAD 83)
 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: MNDT  
 PQ1416_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1416+STABILITY: SURFACE MOTION
 PQ1416
 PQ1416  HISTORY     - Date     Condition        Report By
 PQ1416  HISTORY     - 1978     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1415 ***********************************************************************
 PQ1415  DESIGNATION -  3402 E
 PQ1415  PID         -  PQ1415
 PQ1415  STATE/COUNTY-  MN/KANDIYOHI
 PQ1415  USGS QUAD   -  LAKE LILLIAN (1982)
 PQ1415
 PQ1415                         *CURRENT SURVEY CONTROL
 PQ1415  ___________________________________________________________________
 PQ1415* NAD 83(1986)-  44 56 08.     (N)    094 56 29.     (W)     SCALED    
 PQ1415* NAVD 88     -       339.389  (meters)    1113.48   (feet)  ADJUSTED  
 PQ1415  ___________________________________________________________________
 PQ1415  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 PQ1415  DYNAMIC HT  -         339.361 (meters)    1113.39  (feet)  COMP
 PQ1415  MODELED GRAV-     980,526.2   (mgal)                       NAVD 88
 PQ1415
 PQ1415  VERT ORDER  -  SECOND    CLASS I
 PQ1415
 PQ1415.The horizontal coordinates were scaled from a topographic map and have
 PQ1415.an estimated accuracy of +/- 6 seconds.
 PQ1415
 PQ1415.The orthometric height was determined by differential leveling
 PQ1415.and adjusted by the National Geodetic Survey in June 1995..
 PQ1415
 PQ1415.The geoid height was determined by GEOID03.
 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     -   315,490.      725,700.      MT  (+/- 180 meters Scaled)
 PQ1415
 PQ1415                          SUPERSEDED SURVEY CONTROL
 PQ1415
 PQ1415.No superseded survey control is available for this station.
 PQ1415
 PQ1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK468776(NAD 83)
 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: MNDT  
 PQ1415_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1415
 PQ1415  HISTORY     - Date     Condition        Report By
 PQ1415  HISTORY     - 1978     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1440 ***********************************************************************
 PQ1440  DESIGNATION -  3402 F
 PQ1440  PID         -  PQ1440
 PQ1440  STATE/COUNTY-  MN/KANDIYOHI
 PQ1440  USGS QUAD   -  LAKE LILLIAN (1982)
 PQ1440
 PQ1440                         *CURRENT SURVEY CONTROL
 PQ1440  ___________________________________________________________________
 PQ1440* NAD 83(1986)-  44 56 08.     (N)    094 54 05.     (W)     SCALED    
 PQ1440* NAVD 88     -       337.726  (meters)    1108.02   (feet)  ADJUSTED  
 PQ1440  ___________________________________________________________________
 PQ1440  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 PQ1440  DYNAMIC HT  -         337.699 (meters)    1107.93  (feet)  COMP
 PQ1440  MODELED GRAV-     980,526.2   (mgal)                       NAVD 88
 PQ1440
 PQ1440  VERT ORDER  -  SECOND    CLASS I
 PQ1440
 PQ1440.The horizontal coordinates were scaled from a topographic map and have
 PQ1440.an estimated accuracy of +/- 6 seconds.
 PQ1440
 PQ1440.The orthometric height was determined by differential leveling
 PQ1440.and adjusted by the National Geodetic Survey in June 1995..
 PQ1440
 PQ1440.The geoid height was determined by GEOID03.
 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     -   315,460.      728,850.      MT  (+/- 180 meters Scaled)
 PQ1440
 PQ1440                          SUPERSEDED SURVEY CONTROL
 PQ1440
 PQ1440.No superseded survey control is available for this station.
 PQ1440
 PQ1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK499775(NAD 83)
 PQ1440_MARKER: DV = VERTICAL CONTROL DISK
 PQ1440_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1440_SP_SET: TV MAST CONCRETE BASE
 PQ1440_STAMPING: 3402 F 1978
 PQ1440_MARK LOGO: MNDT  
 PQ1440_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1440+STABILITY: SURFACE MOTION
 PQ1440
 PQ1440  HISTORY     - Date     Condition        Report By
 PQ1440  HISTORY     - 1978     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1445 ***********************************************************************
 PQ1445  DESIGNATION -  3402 G
 PQ1445  PID         -  PQ1445
 PQ1445  STATE/COUNTY-  MN/KANDIYOHI
 PQ1445  USGS QUAD   -  THORPE (1982)
 PQ1445
 PQ1445                         *CURRENT SURVEY CONTROL
 PQ1445  ___________________________________________________________________
 PQ1445* NAD 83(1986)-  44 56 05.     (N)    094 47 51.     (W)     SCALED    
 PQ1445* NAVD 88     -       337.399  (meters)    1106.95   (feet)  ADJUSTED  
 PQ1445  ___________________________________________________________________
 PQ1445  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 PQ1445  DYNAMIC HT  -         337.372 (meters)    1106.86  (feet)  COMP
 PQ1445  MODELED GRAV-     980,529.0   (mgal)                       NAVD 88
 PQ1445
 PQ1445  VERT ORDER  -  SECOND    CLASS I
 PQ1445
 PQ1445.The horizontal coordinates were scaled from a topographic map and have
 PQ1445.an estimated accuracy of +/- 6 seconds.
 PQ1445
 PQ1445.The orthometric height was determined by differential leveling
 PQ1445.and adjusted by the National Geodetic Survey in June 1995..
 PQ1445
 PQ1445.The geoid height was determined by GEOID03.
 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     -   315,280.      737,050.      MT  (+/- 180 meters Scaled)
 PQ1445
 PQ1445                          SUPERSEDED SURVEY CONTROL
 PQ1445
 PQ1445.No superseded survey control is available for this station.
 PQ1445
 PQ1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK581772(NAD 83)
 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: MNDT  
 PQ1445_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1445
 PQ1445  HISTORY     - Date     Condition        Report By
 PQ1445  HISTORY     - 1978     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1446 ***********************************************************************
 PQ1446  DESIGNATION -  3402 J
 PQ1446  PID         -  PQ1446
 PQ1446  STATE/COUNTY-  MN/KANDIYOHI
 PQ1446  USGS QUAD   -  THORPE (1982)
 PQ1446
 PQ1446                         *CURRENT SURVEY CONTROL
 PQ1446  ___________________________________________________________________
 PQ1446* NAD 83(1986)-  44 56 08.     (N)    094 46 37.     (W)     SCALED    
 PQ1446* NAVD 88     -       338.183  (meters)    1109.52   (feet)  ADJUSTED  
 PQ1446  ___________________________________________________________________
 PQ1446  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 PQ1446  DYNAMIC HT  -         338.157 (meters)    1109.44  (feet)  COMP
 PQ1446  MODELED GRAV-     980,529.4   (mgal)                       NAVD 88
 PQ1446
 PQ1446  VERT ORDER  -  SECOND    CLASS I
 PQ1446
 PQ1446.The horizontal coordinates were scaled from a topographic map and have
 PQ1446.an estimated accuracy of +/- 6 seconds.
 PQ1446
 PQ1446.The orthometric height was determined by differential leveling
 PQ1446.and adjusted by the National Geodetic Survey in June 1995..
 PQ1446
 PQ1446.The geoid height was determined by GEOID03.
 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     -   315,360.      738,680.      MT  (+/- 180 meters Scaled)
 PQ1446
 PQ1446                          SUPERSEDED SURVEY CONTROL
 PQ1446
 PQ1446.No superseded survey control is available for this station.
 PQ1446
 PQ1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK597773(NAD 83)
 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: MNDT  
 PQ1446_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1446
 PQ1446  HISTORY     - Date     Condition        Report By
 PQ1446  HISTORY     - 1978     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0665 ***********************************************************************
 DI0665  DESIGNATION -  3402 K
 DI0665  PID         -  DI0665
 DI0665  STATE/COUNTY-  MN/KANDIYOHI
 DI0665  USGS QUAD   -  THORPE (1982)
 DI0665
 DI0665                         *CURRENT SURVEY CONTROL
 DI0665  ___________________________________________________________________
 DI0665* NAD 83(1996)-  44 56 08.62443(N)    094 50 21.21486(W)     ADJUSTED  
 DI0665* NAVD 88     -       337.28   (meters)    1106.6    (feet)  LEVELING  
 DI0665  ___________________________________________________________________
 DI0665  X           -    -381,548.561 (meters)                     COMP
 DI0665  Y           -  -4,506,735.858 (meters)                     COMP
 DI0665  Z           -   4,482,514.328 (meters)                     COMP
 DI0665  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DI0665  ELLIP HEIGHT-         310.44  (meters)          (06/12/06) GPS OBS
 DI0665  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DI0665
 DI0665  HORZ ORDER  -  FIRST
 DI0665  VERT ORDER  -  THIRD ?
 DI0665  ELLP ORDER  -  FOURTH    CLASS I
 DI0665
 DI0665.The horizontal coordinates were established by GPS observations
 DI0665.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0665
 DI0665.The orthometric height was determined by differential leveling.
 DI0665.The vertical network tie was performed by a horz. field party for horz.
 DI0665.obs reductions. Reset procedures were used to establish the elevation.
 DI0665
 DI0665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0665
 DI0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0665
 DI0665.The ellipsoidal height was determined by GPS observations
 DI0665.and is referenced to NAD 83.
 DI0665
 DI0665.The geoid height was determined by GEOID03.
 DI0665
 DI0665;                    North         East     Units Scale Factor Converg.
 DI0665;SPC MN S     -   315,424.620   733,760.151   MT  0.99995073   -0 35 17.7
 DI0665;UTM  15      - 4,977,456.203   354,878.767   MT  0.99985897   -1 17 57.5
 DI0665
 DI0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0665!SPC MN S     -   0.99995133  x   0.99995073  =   0.99990206
 DI0665!UTM  15      -   0.99995133  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.No superseded survey control is available for this station.
 DI0665
 DI0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5487977456(NAD 83)
 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 = OCTOBER  6, 2006
 DI0666 ***********************************************************************
 DI0666  DESIGNATION -  3402 L
 DI0666  PID         -  DI0666
 DI0666  STATE/COUNTY-  MN/KANDIYOHI
 DI0666  USGS QUAD   -  LAKE LILLIAN (1982)
 DI0666
 DI0666                         *CURRENT SURVEY CONTROL
 DI0666  ___________________________________________________________________
 DI0666* NAD 83(1996)-  44 56 08.81705(N)    094 59 57.66019(W)     ADJUSTED  
 DI0666* NAVD 88     -       338.42   (meters)    1110.3    (feet)  LEVELING  
 DI0666  ___________________________________________________________________
 DI0666  X           -    -394,141.672 (meters)                     COMP
 DI0666  Y           -  -4,505,648.600 (meters)                     COMP
 DI0666  Z           -   4,482,519.371 (meters)                     COMP
 DI0666  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 DI0666  ELLIP HEIGHT-         311.62  (meters)          (06/12/06) GPS OBS
 DI0666  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DI0666
 DI0666  HORZ ORDER  -  FIRST
 DI0666  VERT ORDER  -  THIRD ?
 DI0666  ELLP ORDER  -  FOURTH    CLASS I
 DI0666
 DI0666.The horizontal coordinates were established by GPS observations
 DI0666.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0666
 DI0666.The orthometric height was determined by differential leveling.
 DI0666.The vertical network tie was performed by a horz. field party for horz.
 DI0666.obs reductions. Reset procedures were used to establish the elevation.
 DI0666
 DI0666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0666
 DI0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0666
 DI0666.The ellipsoidal height was determined by GPS observations
 DI0666.and is referenced to NAD 83.
 DI0666
 DI0666.The geoid height was determined by GEOID03.
 DI0666
 DI0666;                    North         East     Units Scale Factor Converg.
 DI0666;SPC MN S     -   315,572.699   721,122.294   MT  0.99995074   -0 42 01.7
 DI0666;UTM  15      - 4,977,761.187   342,244.590   MT  0.99990602   -1 24 44.9
 DI0666
 DI0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0666!SPC MN S     -   0.99995114  x   0.99995074  =   0.99990189
 DI0666!UTM  15      -   0.99995114  x   0.99990602  =   0.99985717
 DI0666
 DI0666                          SUPERSEDED SURVEY CONTROL
 DI0666
 DI0666.No superseded survey control is available for this station.
 DI0666
 DI0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4224577761(NAD 83)
 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 = OCTOBER  6, 2006
 AE9494 ***********************************************************************
 AE9494  DESIGNATION -  3403 A 1
 AE9494  PID         -  AE9494
 AE9494  STATE/COUNTY-  MN/KANDIYOHI
 AE9494  USGS QUAD   -  PENNOCK (1958)
 AE9494
 AE9494                         *CURRENT SURVEY CONTROL
 AE9494  ___________________________________________________________________
 AE9494* NAD 83(1996)-  45 09 38.75237(N)    095 13 34.67216(W)     ADJUSTED  
 AE9494* NAVD 88     -       341.018  (meters)    1118.82   (feet)  ADJUSTED  
 AE9494  ___________________________________________________________________
 AE9494  X           -    -410,373.652 (meters)                     COMP
 AE9494  Y           -  -4,486,432.161 (meters)                     COMP
 AE9494  Z           -   4,500,187.003 (meters)                     COMP
 AE9494  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 AE9494  ELLIP HEIGHT-         314.42  (meters)          (05/11/98) GPS OBS
 AE9494  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AE9494  DYNAMIC HT  -         340.992 (meters)    1118.74  (feet)  COMP
 AE9494  MODELED GRAV-     980,530.0   (mgal)                       NAVD 88
 AE9494
 AE9494  HORZ ORDER  -  FIRST
 AE9494  VERT ORDER  -  SECOND    CLASS I
 AE9494  ELLP ORDER  -  FOURTH    CLASS I
 AE9494
 AE9494.The horizontal coordinates were established by GPS observations
 AE9494.and adjusted by the National Geodetic Survey in May 1998..
 AE9494
 AE9494.The orthometric height was determined by differential leveling
 AE9494.and adjusted by the National Geodetic Survey in September 1998..
 AE9494
 AE9494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9494
 AE9494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9494
 AE9494.The ellipsoidal height was determined by GPS observations
 AE9494.and is referenced to NAD 83.
 AE9494
 AE9494.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9494;SPC MN S     -   340,815.814   703,585.816   MT  0.99998827   -0 51 34.4
 AE9494;UTM  15      - 5,003,220.659   325,025.238   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  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: 15TUL2502503221(NAD 83)
 AE9494_MARKER: DB = BENCH MARK DISK
 AE9494_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE9494_STAMPING: 3403 A 1 1973
 AE9494_MARK LOGO: MNDT  
 AE9494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE9494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9494+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1997
 AE9494
 AE9494  HISTORY     - Date     Condition        Report By
 AE9494  HISTORY     - 1973     MONUMENTED       MNDT
 AE9494  HISTORY     - 19970417 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0978 ***********************************************************************
 QP0978  DESIGNATION -  3403 C
 QP0978  PID         -  QP0978
 QP0978  STATE/COUNTY-  MN/KANDIYOHI
 QP0978  USGS QUAD   -  WILLMAR (1994)
 QP0978
 QP0978                         *CURRENT SURVEY CONTROL
 QP0978  ___________________________________________________________________
 QP0978* NAD 83(1986)-  45 07 29.     (N)    095 05 37.     (W)     SCALED    
 QP0978* NAVD 88     -       342.160  (meters)    1122.57   (feet)  ADJUSTED  
 QP0978  ___________________________________________________________________
 QP0978  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 QP0978  DYNAMIC HT  -         342.135 (meters)    1122.49  (feet)  COMP
 QP0978  MODELED GRAV-     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
 QP0978.and adjusted by the National Geodetic Survey in June 1991..
 QP0978
 QP0978.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0979 ***********************************************************************
 QP0979  DESIGNATION -  3403 D
 QP0979  PID         -  QP0979
 QP0979  STATE/COUNTY-  MN/KANDIYOHI
 QP0979  USGS QUAD   -  WILLMAR (1994)
 QP0979
 QP0979                         *CURRENT SURVEY CONTROL
 QP0979  ___________________________________________________________________
 QP0979* NAD 83(1996)-  45 07 25.74661(N)    095 06 14.54191(W)     ADJUSTED  
 QP0979* NAVD 88     -       340.591  (meters)    1117.42   (feet)  ADJUSTED  
 QP0979  ___________________________________________________________________
 QP0979  X           -    -401,058.441 (meters)                     COMP
 QP0979  Y           -  -4,490,196.405 (meters)                     COMP
 QP0979  Z           -   4,497,290.336 (meters)                     COMP
 QP0979  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 QP0979  ELLIP HEIGHT-         313.89  (meters)          (05/11/98) GPS OBS
 QP0979  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 QP0979  DYNAMIC HT  -         340.566 (meters)    1117.34  (feet)  COMP
 QP0979  MODELED GRAV-     980,533.5   (mgal)                       NAVD 88
 QP0979
 QP0979  HORZ ORDER  -  FIRST
 QP0979  VERT ORDER  -  SECOND    CLASS 0
 QP0979  ELLP ORDER  -  FOURTH    CLASS I
 QP0979
 QP0979.The horizontal coordinates were established by GPS observations
 QP0979.and adjusted by the National Geodetic Survey in May 1998..
 QP0979
 QP0979.The orthometric height was determined by differential leveling
 QP0979.and adjusted by the National Geodetic Survey in June 1991..
 QP0979
 QP0979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0979
 QP0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP0979
 QP0979.The ellipsoidal height was determined by GPS observations
 QP0979.and is referenced to NAD 83.
 QP0979
 QP0979.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP0979;SPC MN S     -   336,573.256   713,141.965   MT  0.99998104   -0 46 25.9
 QP0979;UTM  15      - 4,998,858.729   334,527.168   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  =   0.99988748
 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  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: 15TUK3452798859(NAD 83)
 QP0979_MARKER: DB = BENCH MARK DISK
 QP0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0979_STAMPING: 3403 D 1973
 QP0979_MARK LOGO: MNDT  
 QP0979_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0979+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1997
 QP0979
 QP0979  HISTORY     - Date     Condition        Report By
 QP0979  HISTORY     - 1973     MONUMENTED       MNDT
 QP0979  HISTORY     - 19970518 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9495 ***********************************************************************
 AE9495  DESIGNATION -  3403 D 1
 AE9495  PID         -  AE9495
 AE9495  STATE/COUNTY-  MN/KANDIYOHI
 AE9495  USGS QUAD   -  PENNOCK (1958)
 AE9495
 AE9495                         *CURRENT SURVEY CONTROL
 AE9495  ___________________________________________________________________
 AE9495* NAD 83(1996)-  45 08 39.68586(N)    095 09 55.17032(W)     ADJUSTED  
 AE9495* NAVD 88     -       343.776  (meters)    1127.87   (feet)  ADJUSTED  
 AE9495  ___________________________________________________________________
 AE9495  X           -    -405,715.639 (meters)                     COMP
 AE9495  Y           -  -4,488,155.827 (meters)                     COMP
 AE9495  Z           -   4,498,902.933 (meters)                     COMP
 AE9495  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AE9495  ELLIP HEIGHT-         317.12  (meters)          (05/11/98) GPS OBS
 AE9495  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AE9495  DYNAMIC HT  -         343.749 (meters)    1127.78  (feet)  COMP
 AE9495  MODELED GRAV-     980,529.7   (mgal)                       NAVD 88
 AE9495
 AE9495  HORZ ORDER  -  FIRST
 AE9495  VERT ORDER  -  SECOND    CLASS I
 AE9495  ELLP ORDER  -  FOURTH    CLASS I
 AE9495
 AE9495.The horizontal coordinates were established by GPS observations
 AE9495.and adjusted by the National Geodetic Survey in May 1998..
 AE9495
 AE9495.The orthometric height was determined by differential leveling
 AE9495.and adjusted by the National Geodetic Survey in September 1998..
 AE9495
 AE9495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9495
 AE9495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9495
 AE9495.The ellipsoidal height was determined by GPS observations
 AE9495.and is referenced to NAD 83.
 AE9495
 AE9495.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9495;SPC MN S     -   338,922.467   708,353.297   MT  0.99998500   -0 49 00.5
 AE9495;UTM  15      - 5,001,267.675   329,768.489   MT  0.99995633   -1 32 07.2
 AE9495
 AE9495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9495!SPC MN S     -   0.99995028  x   0.99998500  =   0.99993528
 AE9495!UTM  15      -   0.99995028  x   0.99995633  =   0.99990662
 AE9495
 AE9495                          SUPERSEDED SURVEY CONTROL
 AE9495
 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: 15TUL2976801268(NAD 83)
 AE9495_MARKER: DB = BENCH MARK DISK
 AE9495_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE9495_STAMPING: 3403 D 1 1973
 AE9495_MARK LOGO: MNDT  
 AE9495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE9495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9495+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1997
 AE9495
 AE9495  HISTORY     - Date     Condition        Report By
 AE9495  HISTORY     - 1973     MONUMENTED       MNDT
 AE9495  HISTORY     - 19970417 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0980 ***********************************************************************
 QP0980  DESIGNATION -  3403 E
 QP0980  PID         -  QP0980
 QP0980  STATE/COUNTY-  MN/KANDIYOHI
 QP0980  USGS QUAD   -  SOLOMON LAKE (1994)
 QP0980
 QP0980                         *CURRENT SURVEY CONTROL
 QP0980  ___________________________________________________________________
 QP0980* NAD 83(1996)-  45 07 54.57643(N)    095 06 14.53091(W)     ADJUSTED  
 QP0980* NAVD 88     -       346.729  (meters)    1137.56   (feet)  ADJUSTED  
 QP0980  ___________________________________________________________________
 QP0980  X           -    -401,002.472 (meters)                     COMP
 QP0980  Y           -  -4,489,572.488 (meters)                     COMP
 QP0980  Z           -   4,497,922.635 (meters)                     COMP
 QP0980  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 QP0980  ELLIP HEIGHT-         320.03  (meters)          (05/11/98) GPS OBS
 QP0980  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 QP0980  DYNAMIC HT  -         346.704 (meters)    1137.48  (feet)  COMP
 QP0980  MODELED GRAV-     980,533.3   (mgal)                       NAVD 88
 QP0980
 QP0980  HORZ ORDER  -  FIRST
 QP0980  VERT ORDER  -  SECOND    CLASS 0
 QP0980  ELLP ORDER  -  FOURTH    CLASS I
 QP0980
 QP0980.The horizontal coordinates were established by GPS observations
 QP0980.and adjusted by the National Geodetic Survey in May 1998..
 QP0980
 QP0980.The orthometric height was determined by differential leveling
 QP0980.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 QP0980
 QP0980.The ellipsoidal height was determined by GPS observations
 QP0980.and is referenced to NAD 83.
 QP0980
 QP0980.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP0980;SPC MN S     -   337,463.150   713,154.225   MT  0.99998257   -0 46 25.9
 QP0980;UTM  15      - 4,999,748.359   334,550.571   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 21.6
 QP0980:UTM  15      -  3403 D                                   181 30 25.2
 QP0980
 QP0980|---------------------------------------------------------------------|
 QP0980| PID    Reference Object                     Distance      Geod. Az  |
 QP0980|                                                           dddmmss.s |
 QP0980| QP0979 3403 D                              APPROX. 0.9 KM 1800055.7 |
 QP0980| QP0981 3403 F                              APPROX. 0.8 KM 2700212.1 |
 QP0980|---------------------------------------------------------------------|
 QP0980
 QP0980                          SUPERSEDED SURVEY CONTROL
 QP0980
 QP0980  NAVD 88 (06/15/91)  346.671  (m)         1137.37   (f) UNKNOWN     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: 15TUK3455199748(NAD 83)
 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 = OCTOBER  6, 2006
 QP0981 ***********************************************************************
 QP0981  DESIGNATION -  3403 F
 QP0981  PID         -  QP0981
 QP0981  STATE/COUNTY-  MN/KANDIYOHI
 QP0981  USGS QUAD   -  SOLOMON LAKE (1994)
 QP0981
 QP0981                         *CURRENT SURVEY CONTROL
 QP0981  ___________________________________________________________________
 QP0981* NAD 83(1996)-  45 07 54.59112(N)    095 06 50.37757(W)     ADJUSTED  
 QP0981* NAVD 88     -       343.086  (meters)    1125.61   (feet)  ADJUSTED  
 QP0981  ___________________________________________________________________
 QP0981  X           -    -401,782.449 (meters)                     COMP
 QP0981  Y           -  -4,489,499.859 (meters)                     COMP
 QP0981  Z           -   4,497,920.382 (meters)                     COMP
 QP0981  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 QP0981  ELLIP HEIGHT-         316.40  (meters)          (05/11/98) GPS OBS
 QP0981  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 QP0981  DYNAMIC HT  -         343.061 (meters)    1125.53  (feet)  COMP
 QP0981  MODELED GRAV-     980,532.6   (mgal)                       NAVD 88
 QP0981
 QP0981  HORZ ORDER  -  FIRST
 QP0981  VERT ORDER  -  SECOND    CLASS 0
 QP0981  ELLP ORDER  -  FOURTH    CLASS I
 QP0981
 QP0981.The horizontal coordinates were established by GPS observations
 QP0981.and adjusted by the National Geodetic Survey in May 1998..
 QP0981
 QP0981.The orthometric height was determined by differential leveling
 QP0981.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 QP0981
 QP0981.The ellipsoidal height was determined by GPS observations
 QP0981.and is referenced to NAD 83.
 QP0981
 QP0981.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP0981;SPC MN S     -   337,474.230   712,371.010   MT  0.99998257   -0 46 51.0
 QP0981;UTM  15      - 4,999,769.249   333,767.591   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 37.7
 QP0981:UTM  15      -  3403 E                                   091 31 41.6
 QP0981
 QP0981|---------------------------------------------------------------------|
 QP0981| PID    Reference Object                     Distance      Geod. Az  |
 QP0981|                                                           dddmmss.s |
 QP0981| QP0980 3403 E                              APPROX. 0.8 KM 0900146.7 |
 QP0981| QP0983 3403 G                              APPROX. 0.8 KM 2895831.0 |
 QP0981|---------------------------------------------------------------------|
 QP0981
 QP0981                          SUPERSEDED SURVEY CONTROL
 QP0981
 QP0981  NAVD 88 (06/15/91)  343.060  (m)         1125.52   (f) UNKNOWN     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: 15TUK3376899769(NAD 83)
 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 = OCTOBER  6, 2006
 QP0983 ***********************************************************************
 QP0983  DESIGNATION -  3403 G
 QP0983  PID         -  QP0983
 QP0983  STATE/COUNTY-  MN/KANDIYOHI
 QP0983  USGS QUAD   -  SOLOMON LAKE (1994)
 QP0983
 QP0983                         *CURRENT SURVEY CONTROL
 QP0983  ___________________________________________________________________
 QP0983* NAD 83(1996)-  45 08 03.84116(N)    095 07 26.33731(W)     ADJUSTED  
 QP0983* NAVD 88     -       345.011  (meters)    1131.92   (feet)  ADJUSTED  
 QP0983  ___________________________________________________________________
 QP0983  X           -    -402,547.177 (meters)                     COMP
 QP0983  Y           -  -4,489,229.506 (meters)                     COMP
 QP0983  Z           -   4,498,123.201 (meters)                     COMP
 QP0983  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 QP0983  ELLIP HEIGHT-         318.32  (meters)          (05/11/98) GPS OBS
 QP0983  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 QP0983  DYNAMIC HT  -         344.985 (meters)    1131.84  (feet)  COMP
 QP0983  MODELED GRAV-     980,531.9   (mgal)                       NAVD 88
 QP0983
 QP0983  HORZ ORDER  -  FIRST
 QP0983  VERT ORDER  -  SECOND    CLASS 0
 QP0983  ELLP ORDER  -  FOURTH    CLASS I
 QP0983
 QP0983.The horizontal coordinates were established by GPS observations
 QP0983.and adjusted by the National Geodetic Survey in May 1998..
 QP0983
 QP0983.The orthometric height was determined by differential leveling
 QP0983.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 QP0983
 QP0983.The ellipsoidal height was determined by GPS observations
 QP0983.and is referenced to NAD 83.
 QP0983
 QP0983.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP0983;SPC MN S     -   337,770.509   711,589.245   MT  0.99998307   -0 47 16.2
 QP0983;UTM  15      - 5,000,075.286   332,989.631   MT  0.99994297   -1 30 20.7
 QP0983
 QP0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0983!SPC MN S     -   0.99995009  x   0.99998307  =   0.99993317
 QP0983!UTM  15      -   0.99995009  x   0.99994297  =   0.99989307
 QP0983
 QP0983:                Primary Azimuth Mark                     Grid Az
 QP0983:SPC MN S     -  3403 F                                   110 45 21.8
 QP0983:UTM  15      -  3403 F                                   111 28 26.3
 QP0983
 QP0983|---------------------------------------------------------------------|
 QP0983| PID    Reference Object                     Distance      Geod. Az  |
 QP0983|                                                           dddmmss.s |
 QP0983| QP0981 3403 F                              APPROX. 0.8 KM 1095805.6 |
 QP0983|---------------------------------------------------------------------|
 QP0983
 QP0983                          SUPERSEDED SURVEY CONTROL
 QP0983
 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: 15TUL3299000075(NAD 83)
 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 = OCTOBER  6, 2006
 QP0982 ***********************************************************************
 QP0982  DESIGNATION -  3403 G 1
 QP0982  PID         -  QP0982
 QP0982  STATE/COUNTY-  MN/KANDIYOHI
 QP0982  USGS QUAD   -  SOLOMON LAKE (1994)
 QP0982
 QP0982                         *CURRENT SURVEY CONTROL
 QP0982  ___________________________________________________________________
 QP0982* NAD 83(1986)-  45 07 55.     (N)    095 07 30.     (W)     SCALED    
 QP0982* NAVD 88     -       344.417  (meters)    1129.97   (feet)  ADJUSTED  
 QP0982  ___________________________________________________________________
 QP0982  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 QP0982  DYNAMIC HT  -         344.392 (meters)    1129.89  (feet)  COMP
 QP0982  MODELED GRAV-     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
 QP0982.and adjusted by the National Geodetic Survey in September 1998..
 QP0982
 QP0982.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AE9481 ***********************************************************************
 AE9481  DESIGNATION -  3403 H
 AE9481  PID         -  AE9481
 AE9481  STATE/COUNTY-  MN/KANDIYOHI
 AE9481  USGS QUAD   -  PENNOCK (1958)
 AE9481
 AE9481                         *CURRENT SURVEY CONTROL
 AE9481  ___________________________________________________________________
 AE9481* NAD 83(1996)-  45 09 14.54747(N)    095 12 03.28156(W)     ADJUSTED  
 AE9481* NAVD 88     -       341.628  (meters)    1120.82   (feet)  ADJUSTED  
 AE9481  ___________________________________________________________________
 AE9481  X           -    -408,433.857 (meters)                     COMP
 AE9481  Y           -  -4,487,141.622 (meters)                     COMP
 AE9481  Z           -   4,499,660.482 (meters)                     COMP
 AE9481  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AE9481  ELLIP HEIGHT-         315.01  (meters)          (05/11/98) GPS OBS
 AE9481  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AE9481  DYNAMIC HT  -         341.602 (meters)    1120.74  (feet)  COMP
 AE9481  MODELED GRAV-     980,529.4   (mgal)                       NAVD 88
 AE9481
 AE9481  HORZ ORDER  -  FIRST
 AE9481  VERT ORDER  -  SECOND    CLASS I
 AE9481  ELLP ORDER  -  FOURTH    CLASS I
 AE9481
 AE9481.The horizontal coordinates were established by GPS observations
 AE9481.and adjusted by the National Geodetic Survey in May 1998..
 AE9481
 AE9481.The orthometric height was determined by differential leveling
 AE9481.and adjusted by the National Geodetic Survey in September 1998..
 AE9481
 AE9481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9481
 AE9481.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9481
 AE9481.The ellipsoidal height was determined by GPS observations
 AE9481.and is referenced to NAD 83.
 AE9481
 AE9481.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9481;SPC MN S     -   340,039.047   705,570.618   MT  0.99998692   -0 50 30.3
 AE9481;UTM  15      - 5,002,419.049   327,000.102   MT  0.99996801   -1 33 39.0
 AE9481
 AE9481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9481!SPC MN S     -   0.99995061  x   0.99998692  =   0.99993753
 AE9481!UTM  15      -   0.99995061  x   0.99996801  =   0.99991863
 AE9481
 AE9481                          SUPERSEDED SURVEY CONTROL
 AE9481
 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_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: FLUSH
 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 - 1997
 AE9481_ROD/PIPE-DEPTH:  6.1 meters
 AE9481
 AE9481  HISTORY     - Date     Condition        Report By
 AE9481  HISTORY     - 1997     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9482 ***********************************************************************
 AE9482  DESIGNATION -  3403 J
 AE9482  PID         -  AE9482
 AE9482  STATE/COUNTY-  MN/KANDIYOHI
 AE9482  USGS QUAD   -  PENNOCK (1958)
 AE9482
 AE9482                         *CURRENT SURVEY CONTROL
 AE9482  ___________________________________________________________________
 AE9482* NAD 83(1996)-  45 08 22.64100(N)    095 08 40.14236(W)     ADJUSTED  
 AE9482* NAVD 88     -       345.672  (meters)    1134.09   (feet)  ADJUSTED  
 AE9482  ___________________________________________________________________
 AE9482  X           -    -404,116.630 (meters)                     COMP
 AE9482  Y           -  -4,488,675.936 (meters)                     COMP
 AE9482  Z           -   4,498,533.100 (meters)                     COMP
 AE9482  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 AE9482  ELLIP HEIGHT-         319.00  (meters)          (05/11/98) GPS OBS
 AE9482  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AE9482  DYNAMIC HT  -         345.646 (meters)    1134.01  (feet)  COMP
 AE9482  MODELED GRAV-     980,530.7   (mgal)                       NAVD 88
 AE9482
 AE9482  HORZ ORDER  -  FIRST
 AE9482  VERT ORDER  -  SECOND    CLASS I
 AE9482  ELLP ORDER  -  FOURTH    CLASS I
 AE9482
 AE9482.The horizontal coordinates were established by GPS observations
 AE9482.and adjusted by the National Geodetic Survey in May 1998..
 AE9482
 AE9482.The orthometric height was determined by differential leveling
 AE9482.and adjusted by the National Geodetic Survey in September 1998..
 AE9482
 AE9482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9482
 AE9482.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9482
 AE9482.The ellipsoidal height was determined by GPS observations
 AE9482.and is referenced to NAD 83.
 AE9482
 AE9482.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9482;SPC MN S     -   338,373.182   709,984.866   MT  0.99998408   -0 48 07.9
 AE9482;UTM  15      - 5,000,697.996   331,392.991   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  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: 15TUL3139300698(NAD 83)
 AE9482_MARKER: DB = BENCH MARK DISK
 AE9482_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE9482_STAMPING: 3403 J 1997
 AE9482_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE9482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9482+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9482
 AE9482  HISTORY     - Date     Condition        Report By
 AE9482  HISTORY     - 1997     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0459 ***********************************************************************
 QP0459  DESIGNATION -  3404 A
 QP0459  PID         -  QP0459
 QP0459  STATE/COUNTY-  MN/KANDIYOHI
 QP0459  USGS QUAD   -  SPICER (1982)
 QP0459
 QP0459                         *CURRENT SURVEY CONTROL
 QP0459  ___________________________________________________________________
 QP0459* NAD 83(1986)-  45 07 54.     (N)    094 57 15.     (W)     SCALED    
 QP0459* NAVD 88     -       367.485  (meters)    1205.66   (feet)  ADJUSTED  
 QP0459  ___________________________________________________________________
 QP0459  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 QP0459  DYNAMIC HT  -         367.455 (meters)    1205.56  (feet)  COMP
 QP0459  MODELED GRAV-     980,524.7   (mgal)                       NAVD 88
 QP0459
 QP0459  VERT ORDER  -  SECOND    CLASS 0
 QP0459
 QP0459.The horizontal coordinates were scaled from a topographic map and have
 QP0459.an estimated accuracy of +/- 6 seconds.
 QP0459
 QP0459.The orthometric height was determined by differential leveling
 QP0459.and adjusted by the National Geodetic Survey in June 1995..
 QP0459
 QP0459.The geoid height was determined by GEOID03.
 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     -   337,300.      724,940.      MT  (+/- 180 meters Scaled)
 QP0459
 QP0459                          SUPERSEDED SURVEY CONTROL
 QP0459
 QP0459  NAVD 88 (06/15/91)  367.473  (m)         1205.62   (f) UNKNOWN     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: 15TUK463994(NAD 83)
 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_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QP0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0459+STABILITY: SURFACE MOTION
 QP0459
 QP0459  HISTORY     - Date     Condition        Report By
 QP0459  HISTORY     - 1973     MONUMENTED       MNDT
 QP0459  HISTORY     - 19790411 GOOD             MNDT
 QP0459
 QP0459                          STATION DESCRIPTION
 QP0459
 QP0459'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1964 ***********************************************************************
 QP1964  DESIGNATION -  3404 C
 QP1964  PID         -  QP1964
 QP1964  STATE/COUNTY-  MN/KANDIYOHI
 QP1964  USGS QUAD   -  ATWATER (1983)
 QP1964
 QP1964                         *CURRENT SURVEY CONTROL
 QP1964  ___________________________________________________________________
 QP1964* NAD 83(1986)-  45 08 18.     (N)    094 47 50.     (W)     SCALED    
 QP1964* NAVD 88     -       375.772  (meters)    1232.85   (feet)  ADJUSTED  
 QP1964  ___________________________________________________________________
 QP1964  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 QP1964  DYNAMIC HT  -         375.742 (meters)    1232.75  (feet)  COMP
 QP1964  MODELED GRAV-     980,525.9   (mgal)                       NAVD 88
 QP1964
 QP1964  VERT ORDER  -  SECOND    CLASS I
 QP1964
 QP1964.The horizontal coordinates were scaled from a topographic map and have
 QP1964.an estimated accuracy of +/- 6 seconds.
 QP1964
 QP1964.The orthometric height was determined by differential leveling
 QP1964.and adjusted by the National Geodetic Survey in June 1995..
 QP1964
 QP1964.The geoid height was determined by GEOID03.
 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     -   337,910.      737,300.      MT  (+/- 180 meters Scaled)
 QP1964
 QP1964                          SUPERSEDED SURVEY CONTROL
 QP1964
 QP1964.No superseded survey control is available for this station.
 QP1964
 QP1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK586998(NAD 83)
 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_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QP1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1964+STABILITY: SURFACE MOTION
 QP1964
 QP1964  HISTORY     - Date     Condition        Report By
 QP1964  HISTORY     - 1978     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0465 ***********************************************************************
 QP0465  DESIGNATION -  3404 D
 QP0465  PID         -  QP0465
 QP0465  STATE/COUNTY-  MN/KANDIYOHI
 QP0465  USGS QUAD   -  SPICER (1982)
 QP0465
 QP0465                         *CURRENT SURVEY CONTROL
 QP0465  ___________________________________________________________________
 QP0465* NAD 83(1986)-  45 07 30.     (N)    094 59 26.     (W)     SCALED    
 QP0465* NAVD 88     -       357.467  (meters)    1172.79   (feet)  ADJUSTED  
 QP0465  ___________________________________________________________________
 QP0465  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP0465  DYNAMIC HT  -         357.440 (meters)    1172.70  (feet)  COMP
 QP0465  MODELED GRAV-     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
 QP0465.and adjusted by the National Geodetic Survey in June 1991..
 QP0465
 QP0465.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0720 ***********************************************************************
 QP0720  DESIGNATION -  3404 E
 QP0720  PID         -  QP0720
 QP0720  STATE/COUNTY-  MN/KANDIYOHI
 QP0720  USGS QUAD   -  SOLOMON LAKE (1994)
 QP0720
 QP0720                         *CURRENT SURVEY CONTROL
 QP0720  ___________________________________________________________________
 QP0720* NAD 83(1986)-  45 07 31.     (N)    095 00 12.     (W)     SCALED    
 QP0720* NAVD 88     -       353.324  (meters)    1159.20   (feet)  ADJUSTED  
 QP0720  ___________________________________________________________________
 QP0720  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP0720  DYNAMIC HT  -         353.297 (meters)    1159.11  (feet)  COMP
 QP0720  MODELED GRAV-     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
 QP0720.and adjusted by the National Geodetic Survey in June 1995..
 QP0720
 QP0720.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 QP0721 ***********************************************************************
 QP0721  DESIGNATION -  3404 F
 QP0721  PID         -  QP0721
 QP0721  STATE/COUNTY-  MN/KANDIYOHI
 QP0721  USGS QUAD   -  SOLOMON LAKE (1994)
 QP0721
 QP0721                         *CURRENT SURVEY CONTROL
 QP0721  ___________________________________________________________________
 QP0721* NAD 83(1986)-  45 07 30.     (N)    095 00 42.     (W)     SCALED    
 QP0721* NAVD 88     -       349.539  (meters)    1146.78   (feet)  ADJUSTED  
 QP0721  ___________________________________________________________________
 QP0721  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 QP0721  DYNAMIC HT  -         349.513 (meters)    1146.69  (feet)  COMP
 QP0721  MODELED GRAV-     980,531.5   (mgal)                       NAVD 88
 QP0721
 QP0721  VERT ORDER  -  SECOND    CLASS 0
 QP0721
 QP0721.The horizontal coordinates were scaled from a topographic map and have
 QP0721.an estimated accuracy of +/- 6 seconds.
 QP0721
 QP0721.The orthometric height was determined by differential leveling
 QP0721.and adjusted by the National Geodetic Survey in June 1995..
 QP0721
 QP0721.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QP0721;SPC MN S     -   336,610.      720,410.      MT  (+/- 180 meters Scaled)
 QP0721
 QP0721                          SUPERSEDED SURVEY CONTROL
 QP0721
 QP0721  NAVD 88 (06/15/91)  349.557  (m)         1146.84   (f) UNKNOWN     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: 15TUK417988(NAD 83)
 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_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QP0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0721+STABILITY: SURFACE MOTION
 QP0721
 QP0721  HISTORY     - Date     Condition        Report By
 QP0721  HISTORY     - 1973     MONUMENTED       MNDT
 QP0721  HISTORY     - 1981     GOOD             MNDT
 QP0721
 QP0721                          STATION DESCRIPTION
 QP0721
 QP0721'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0722 ***********************************************************************
 QP0722  DESIGNATION -  3404 G
 QP0722  PID         -  QP0722
 QP0722  STATE/COUNTY-  MN/KANDIYOHI
 QP0722  USGS QUAD   -  WILLMAR (1994)
 QP0722
 QP0722                         *CURRENT SURVEY CONTROL
 QP0722  ___________________________________________________________________
 QP0722* NAD 83(1986)-  45 07 26.     (N)    095 01 15.     (W)     SCALED    
 QP0722* NAVD 88     -       346.712  (meters)    1137.50   (feet)  ADJUSTED  
 QP0722  ___________________________________________________________________
 QP0722  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 QP0722  DYNAMIC HT  -         346.686 (meters)    1137.42  (feet)  COMP
 QP0722  MODELED GRAV-     980,532.7   (mgal)                       NAVD 88
 QP0722
 QP0722  VERT ORDER  -  SECOND    CLASS 0
 QP0722
 QP0722.The horizontal coordinates were scaled from a topographic map and have
 QP0722.an estimated accuracy of +/- 6 seconds.
 QP0722
 QP0722.The orthometric height was determined by differential leveling
 QP0722.and adjusted by the National Geodetic Survey in June 1991..
 QP0722
 QP0722.The geoid height was determined by GEOID03.
 QP0722
 QP0722.The dynamic height is computed by dividing the NAVD 88
 QP0722.geopotential number by the normal gravity value computed on the
 QP0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0722.degrees latitude (g = 980.6199 gals.).
 QP0722
 QP0722.The modeled gravity was interpolated from observed gravity values.
 QP0722
 QP0722;                    North         East    Units  Estimated Accuracy
 QP0722;SPC MN S     -   336,500.      719,690.      MT  (+/- 180 meters Scaled)
 QP0722
 QP0722                          SUPERSEDED SURVEY CONTROL
 QP0722
 QP0722  NGVD 29 (??/??/92)  346.543  (m)         1136.95   (f) ADJ UNCH    2 0
 QP0722
 QP0722.Superseded values are not recommended for survey control.
 QP0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0722.See file dsdata.txt to determine how the superseded data were derived.
 QP0722
 QP0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK410987(NAD 83)
 QP0722_MARKER: DD = SURVEY DISK
 QP0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0722_STAMPING: 3404-G 1973
 QP0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0722+STABILITY: SURFACE MOTION
 QP0722
 QP0722  HISTORY     - Date     Condition        Report By
 QP0722  HISTORY     - 1973     MONUMENTED       MNDT
 QP0722  HISTORY     - 1981     MARK NOT FOUND   MNDT
 QP0722  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QP0722
 QP0722                          STATION DESCRIPTION
 QP0722
 QP0722'DESCRIBED BY MN DEPT OF TRANSP 1973
 QP0722'1.1 MI E FROM WILLMAR.
 QP0722'MARK IS LOCATED 1.1 MILES EAST ALONG T.H. 12 FROM THE JUNCTION OF T.H.
 QP0722'12 AND T.H. 71 IN WILLMAR, 82.5 FEET SOUTH OF THE CENTERLINE OF T.H.
 QP0722'12 AT MILE POINT 74.8, 62 FEET WEST (ACROSS COUNTY ROAD 124) OF A 30
 QP0722'INCH WILLOW TREE, 54.1 FEET NORTH OF THE NORTHEAST CORNER OF A 1-STORY
 QP0722'BRICK BUILDING (SUPER-VALUE STORE), 44.4 FEET EAST OF A POWER POLE, 33
 QP0722'FEET WEST OF THE CENTER OF COUNTY ROAD 124 (LAKELAND DRIVE), 6.9 FEET
 QP0722'WEST-NORTHWEST OF A POWER POLE, 3.5 FEET NORTHEAST OF A ROAD SIGN
 QP0722'(YIELD), IN A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4
 QP0722'SECTION 14, T 119, R 35.
 QP0722
 QP0722                          STATION RECOVERY (1981)
 QP0722
 QP0722'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QP0722'THE MARK AS DESCRIBED IN LINE 69 WAS SEARCHED, THE TIES SEEM ADEQUATE
 QP0722'BUT BURIED CABLE AND WATER OR STORM SEWER CONSTRUCTION WORK WAS
 QP0722'OCCURRED IN THIS AREA CITY RECORDS INDICATE THE MARK IS GONE BUT NO
 QP0722'REASON WHY. THE ORIGINAL DESC: THE MARK IS LOCATED IN THE NORTHEAST
 QP0722'QUARTER OF SECTION 14, T 119 N, R 35 W, 1.1 MILES EAST ALONG TRUNK
 QP0722'HIGHWAY 12 FROM ITS JUNCTION WITH TRUNK HIGHWAY 71 IN WILLIMAR, 82.5
 QP0722'FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 12 AT MILEPOINT 74.8,
 QP0722'62 FEET WEST (ACROSS COUNTY ROAD 124) OF A 30 INCH DIAMETER WILLOW
 QP0722'TREE, 54.1 FEET NORTH OF THE NORTHEAST CORNER OF A 1-STORY BRICK
 QP0722'BUILDING (SUPER-VALUE STORE), 44.4 FEET EAST OF A POWER POLE, 33 FEET
 QP0722'WEST OF THE CENTER OF COUNTY ROAD 124 (LAKELAND DRIVE), 6.9 FEET
 QP0722'WEST-NORTHWEST OF A POWER POLE, 3.5 FEET NORTHEAST OF A ROAD SIGN
 QP0722'(YIELD), IN A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 QP0722
 QP0722                          STATION RECOVERY (1986)
 QP0722
 QP0722'RECOVERY NOTE BY US POWER SQUADRON 1986 (JDW)
 QP0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0723 ***********************************************************************
 QP0723  DESIGNATION -  3404 H
 QP0723  PID         -  QP0723
 QP0723  STATE/COUNTY-  MN/KANDIYOHI
 QP0723  USGS QUAD   -  WILLMAR (1994)
 QP0723
 QP0723                         *CURRENT SURVEY CONTROL
 QP0723  ___________________________________________________________________
 QP0723* NAD 83(1986)-  45 07 27.     (N)    095 01 53.     (W)     SCALED    
 QP0723* NAVD 88     -       349.531  (meters)    1146.75   (feet)  ADJUSTED  
 QP0723  ___________________________________________________________________
 QP0723  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 QP0723  DYNAMIC HT  -         349.505 (meters)    1146.67  (feet)  COMP
 QP0723  MODELED GRAV-     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
 QP0723.and adjusted by the National Geodetic Survey in June 1991..
 QP0723
 QP0723.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1965 ***********************************************************************
 QP1965  DESIGNATION -  3404 J
 QP1965  PID         -  QP1965
 QP1965  STATE/COUNTY-  MN/KANDIYOHI
 QP1965  USGS QUAD   -  SPICER (1982)
 QP1965
 QP1965                         *CURRENT SURVEY CONTROL
 QP1965  ___________________________________________________________________
 QP1965* NAD 83(1986)-  45 08 03.     (N)    094 55 51.     (W)     SCALED    
 QP1965* NAVD 88     -       373.572  (meters)    1225.63   (feet)  ADJUSTED  
 QP1965  ___________________________________________________________________
 QP1965  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 QP1965  DYNAMIC HT  -         373.541 (meters)    1225.53  (feet)  COMP
 QP1965  MODELED GRAV-     980,522.2   (mgal)                       NAVD 88
 QP1965
 QP1965  VERT ORDER  -  SECOND    CLASS I
 QP1965
 QP1965.The horizontal coordinates were scaled from a topographic map and have
 QP1965.an estimated accuracy of +/- 6 seconds.
 QP1965
 QP1965.The orthometric height was determined by differential leveling
 QP1965.and adjusted by the National Geodetic Survey in June 1995..
 QP1965
 QP1965.The geoid height was determined by GEOID03.
 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     -   337,550.      726,780.      MT  (+/- 180 meters Scaled)
 QP1965
 QP1965                          SUPERSEDED SURVEY CONTROL
 QP1965
 QP1965.No superseded survey control is available for this station.
 QP1965
 QP1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK481996(NAD 83)
 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: CONCRETE BASE
 QP1965_STAMPING: 3404 J 1978
 QP1965_MARK LOGO: MNDT  
 QP1965_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1965+STABILITY: SURFACE MOTION
 QP1965
 QP1965  HISTORY     - Date     Condition        Report By
 QP1965  HISTORY     - 1978     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1968 ***********************************************************************
 QP1968  DESIGNATION -  3404 K
 QP1968  PID         -  QP1968
 QP1968  STATE/COUNTY-  MN/KANDIYOHI
 QP1968  USGS QUAD   -  SPICER (1982)
 QP1968
 QP1968                         *CURRENT SURVEY CONTROL
 QP1968  ___________________________________________________________________
 QP1968* NAD 83(1986)-  45 08 08.     (N)    094 54 37.     (W)     SCALED    
 QP1968* NAVD 88     -       381.305  (meters)    1251.00   (feet)  ADJUSTED  
 QP1968  ___________________________________________________________________
 QP1968  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 QP1968  DYNAMIC HT  -         381.273 (meters)    1250.89  (feet)  COMP
 QP1968  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 QP1968
 QP1968  VERT ORDER  -  SECOND    CLASS I
 QP1968
 QP1968.The horizontal coordinates were scaled from a topographic map and have
 QP1968.an estimated accuracy of +/- 6 seconds.
 QP1968
 QP1968.The orthometric height was determined by differential leveling
 QP1968.and adjusted by the National Geodetic Survey in June 1995..
 QP1968
 QP1968.The geoid height was determined by GEOID03.
 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     -   337,690.      728,400.      MT  (+/- 180 meters Scaled)
 QP1968
 QP1968                          SUPERSEDED SURVEY CONTROL
 QP1968
 QP1968.No superseded survey control is available for this station.
 QP1968
 QP1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK497997(NAD 83)
 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_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1968
 QP1968  HISTORY     - Date     Condition        Report By
 QP1968  HISTORY     - 1978     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1969 ***********************************************************************
 QP1969  DESIGNATION -  3404 L
 QP1969  PID         -  QP1969
 QP1969  STATE/COUNTY-  MN/KANDIYOHI
 QP1969  USGS QUAD   -  SPICER (1982)
 QP1969
 QP1969                         *CURRENT SURVEY CONTROL
 QP1969  ___________________________________________________________________
 QP1969* NAD 83(1986)-  45 08 22.     (N)    094 52 46.     (W)     SCALED    
 QP1969* NAVD 88     -       385.115  (meters)    1263.50   (feet)  ADJUSTED  
 QP1969  ___________________________________________________________________
 QP1969  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 QP1969  DYNAMIC HT  -         385.083 (meters)    1263.39  (feet)  COMP
 QP1969  MODELED GRAV-     980,521.3   (mgal)                       NAVD 88
 QP1969
 QP1969  VERT ORDER  -  SECOND    CLASS I
 QP1969
 QP1969.The horizontal coordinates were scaled from a topographic map and have
 QP1969.an estimated accuracy of +/- 6 seconds.
 QP1969
 QP1969.The orthometric height was determined by differential leveling
 QP1969.and adjusted by the National Geodetic Survey in June 1995..
 QP1969
 QP1969.The geoid height was determined by GEOID03.
 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     -   338,100.      730,830.      MT  (+/- 180 meters Scaled)
 QP1969
 QP1969                          SUPERSEDED SURVEY CONTROL
 QP1969
 QP1969.No superseded survey control is available for this station.
 QP1969
 QP1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL522001(NAD 83)
 QP1969_MARKER: DB = BENCH MARK DISK
 QP1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1969_SP_SET: CONCRETE POST
 QP1969_STAMPING: 3404 L 1978
 QP1969_MARK LOGO: MNDT  
 QP1969_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1969+STABILITY: SURFACE MOTION
 QP1969
 QP1969  HISTORY     - Date     Condition        Report By
 QP1969  HISTORY     - 1978     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1966 ***********************************************************************
 QP1966  DESIGNATION -  3404 M
 QP1966  PID         -  QP1966
 QP1966  STATE/COUNTY-  MN/KANDIYOHI
 QP1966  USGS QUAD   -  ATWATER (1983)
 QP1966
 QP1966                         *CURRENT SURVEY CONTROL
 QP1966  ___________________________________________________________________
 QP1966* NAD 83(1986)-  45 08 21.     (N)    094 51 02.     (W)     SCALED    
 QP1966* NAVD 88     -       381.308  (meters)    1251.01   (feet)  ADJUSTED  
 QP1966  ___________________________________________________________________
 QP1966  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 QP1966  DYNAMIC HT  -         381.276 (meters)    1250.90  (feet)  COMP
 QP1966  MODELED GRAV-     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
 QP1966.and adjusted by the National Geodetic Survey in June 1995..
 QP1966
 QP1966.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1967 ***********************************************************************
 QP1967  CBN         -  This is a Cooperative Base Network Control Station.
 QP1967  DESIGNATION -  3404 N
 QP1967  PID         -  QP1967
 QP1967  STATE/COUNTY-  MN/KANDIYOHI
 QP1967  USGS QUAD   -  ATWATER (1983)
 QP1967
 QP1967                         *CURRENT SURVEY CONTROL
 QP1967  ___________________________________________________________________
 QP1967* NAD 83(1996)-  45 08 20.42256(N)    094 49 06.87591(W)     ADJUSTED  
 QP1967* NAVD 88     -       377.885  (meters)    1239.78   (feet)  ADJUSTED  
 QP1967  ___________________________________________________________________
 QP1967  X           -    -378,583.917 (meters)                     COMP
 QP1967  Y           -  -4,490,972.888 (meters)                     COMP
 QP1967  Z           -   4,498,507.507 (meters)                     COMP
 QP1967  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 QP1967  ELLIP HEIGHT-         351.05  (meters)          (01/15/97) GPS OBS
 QP1967  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 QP1967  DYNAMIC HT  -         377.854 (meters)    1239.68  (feet)  COMP
 QP1967  MODELED GRAV-     980,524.2   (mgal)                       NAVD 88
 QP1967
 QP1967  HORZ ORDER  -  B
 QP1967  VERT ORDER  -  SECOND    CLASS I
 QP1967  ELLP ORDER  -  FOURTH    CLASS I
 QP1967
 QP1967.The horizontal coordinates were established by GPS observations
 QP1967.and adjusted by the National Geodetic Survey in January 1997..
 QP1967
 QP1967.The orthometric height was determined by differential leveling
 QP1967.and adjusted by the National Geodetic Survey in June 1995..
 QP1967
 QP1967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1967
 QP1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1967
 QP1967.The ellipsoidal height was determined by GPS observations
 QP1967.and is referenced to NAD 83.
 QP1967
 QP1967.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1967;SPC MN S     -   337,996.910   735,616.183   MT  0.99998396   -0 34 25.5
 QP1967;UTM  15      - 5,000,001.132   357,015.419   MT  0.99985139   -1 17 21.3
 QP1967
 QP1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1967!SPC MN S     -   0.99994496  x   0.99998396  =   0.99992892
 QP1967!UTM  15      -   0.99994496  x   0.99985139  =   0.99979636
 QP1967
 QP1967                          SUPERSEDED SURVEY CONTROL
 QP1967
 QP1967  NAVD 88 (06/12/06)  377.84   (m)         1239.6    (f) LEVELING    3  
 QP1967  NAVD 88 (01/15/97)  377.88   (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_MARKER: DB = BENCH MARK DISK
 QP1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1967_SP_SET: PREFAB CONC. POST IN EARTH
 QP1967_STAMPING: 3404 N 1978
 QP1967_MARK LOGO: MNHD  
 QP1967_PROJECTION: RECESSED 5 CENTIMETERS
 QP1967_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1967+STABILITY: SURFACE MOTION
 QP1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1967+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 QP1967
 QP1967  HISTORY     - Date     Condition        Report By
 QP1967  HISTORY     - 1978     MONUMENTED       MNHD
 QP1967  HISTORY     - 19941026 GOOD             MNDT
 QP1967  HISTORY     - 20011010 GOOD             MNDT
 QP1967  HISTORY     - 20021001 GOOD             MNDT
 QP1967  HISTORY     - 20030813 GOOD             MNDT
 QP1967  HISTORY     - 20040817 GOOD             MNDT
 QP1967  HISTORY     - 20051219 GOOD             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 (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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1962 ***********************************************************************
 QP1962  DESIGNATION -  3404 P
 QP1962  PID         -  QP1962
 QP1962  STATE/COUNTY-  MN/KANDIYOHI
 QP1962  USGS QUAD   -  ATWATER (1983)
 QP1962
 QP1962                         *CURRENT SURVEY CONTROL
 QP1962  ___________________________________________________________________
 QP1962* NAD 83(1986)-  45 08 17.     (N)    094 46 48.     (W)     SCALED    
 QP1962* NAVD 88     -       369.104  (meters)    1210.97   (feet)  ADJUSTED  
 QP1962  ___________________________________________________________________
 QP1962  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 QP1962  DYNAMIC HT  -         369.075 (meters)    1210.87  (feet)  COMP
 QP1962  MODELED GRAV-     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
 QP1962.and adjusted by the National Geodetic Survey in June 1995..
 QP1962
 QP1962.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1963 ***********************************************************************
 QP1963  DESIGNATION -  3404 Q
 QP1963  PID         -  QP1963
 QP1963  STATE/COUNTY-  MN/KANDIYOHI
 QP1963  USGS QUAD   -  ATWATER (1983)
 QP1963
 QP1963                         *CURRENT SURVEY CONTROL
 QP1963  ___________________________________________________________________
 QP1963* NAD 83(1986)-  45 08 18.     (N)    094 46 30.     (W)     SCALED    
 QP1963* NAVD 88     -       370.621  (meters)    1215.95   (feet)  ADJUSTED  
 QP1963  ___________________________________________________________________
 QP1963  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 QP1963  DYNAMIC HT  -         370.592 (meters)    1215.85  (feet)  COMP
 QP1963  MODELED GRAV-     980,527.5   (mgal)                       NAVD 88
 QP1963
 QP1963  VERT ORDER  -  SECOND    CLASS I
 QP1963
 QP1963.The horizontal coordinates were scaled from a topographic map and have
 QP1963.an estimated accuracy of +/- 6 seconds.
 QP1963
 QP1963.The orthometric height was determined by differential leveling
 QP1963.and adjusted by the National Geodetic Survey in June 1995..
 QP1963
 QP1963.The geoid height was determined by GEOID03.
 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     -   337,890.      739,040.      MT  (+/- 180 meters Scaled)
 QP1963
 QP1963                          SUPERSEDED SURVEY CONTROL
 QP1963
 QP1963.No superseded survey control is available for this station.
 QP1963
 QP1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK604998(NAD 83)
 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: CONCRETE WATER TANK BASE
 QP1963_STAMPING: 3404 Q 1978
 QP1963_MARK LOGO: MNDT  
 QP1963_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1963+STABILITY: SURFACE MOTION
 QP1963
 QP1963  HISTORY     - Date     Condition        Report By
 QP1963  HISTORY     - 1978     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1691 ***********************************************************************
 QP1691  DESIGNATION -  3404 R
 QP1691  PID         -  QP1691
 QP1691  STATE/COUNTY-  MN/KANDIYOHI
 QP1691  USGS QUAD   -  WILLMAR (1994)
 QP1691
 QP1691                         *CURRENT SURVEY CONTROL
 QP1691  ___________________________________________________________________
 QP1691* NAD 83(1986)-  45 07 28.     (N)    095 00 07.     (W)     SCALED    
 QP1691* NAVD 88     -       354.611  (meters)    1163.42   (feet)  ADJUSTED  
 QP1691  ___________________________________________________________________
 QP1691  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP1691  DYNAMIC HT  -         354.584 (meters)    1163.33  (feet)  COMP
 QP1691  MODELED GRAV-     980,530.2   (mgal)                       NAVD 88
 QP1691
 QP1691  VERT ORDER  -  SECOND    CLASS I
 QP1691
 QP1691.The horizontal coordinates were scaled from a topographic map and have
 QP1691.an estimated accuracy of +/- 6 seconds.
 QP1691
 QP1691.The orthometric height was determined by differential leveling
 QP1691.and adjusted by the National Geodetic Survey in June 1991..
 QP1691
 QP1691.The geoid height was determined by GEOID03.
 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     -   336,540.      721,180.      MT  (+/- 180 meters Scaled)
 QP1691
 QP1691                          SUPERSEDED SURVEY CONTROL
 QP1691
 QP1691.No superseded survey control is available for this station.
 QP1691
 QP1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK425987(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1691
 QP1691  HISTORY     - Date     Condition        Report By
 QP1691  HISTORY     - 1979     MONUMENTED       MNDT
 QP1691  HISTORY     - 1981     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1692 ***********************************************************************
 QP1692  DESIGNATION -  3404 S
 QP1692  PID         -  QP1692
 QP1692  STATE/COUNTY-  MN/KANDIYOHI
 QP1692  USGS QUAD   -  WILLMAR (1994)
 QP1692
 QP1692                         *CURRENT SURVEY CONTROL
 QP1692  ___________________________________________________________________
 QP1692* NAD 83(1986)-  45 07 29.     (N)    095 00 11.     (W)     SCALED    
 QP1692* NAVD 88     -       354.349  (meters)    1162.56   (feet)  ADJUSTED  
 QP1692  ___________________________________________________________________
 QP1692  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP1692  DYNAMIC HT  -         354.322 (meters)    1162.47  (feet)  COMP
 QP1692  MODELED GRAV-     980,530.4   (mgal)                       NAVD 88
 QP1692
 QP1692  VERT ORDER  -  SECOND    CLASS I
 QP1692
 QP1692.The horizontal coordinates were scaled from a topographic map and have
 QP1692.an estimated accuracy of +/- 6 seconds.
 QP1692
 QP1692.The orthometric height was determined by differential leveling
 QP1692.and adjusted by the National Geodetic Survey in June 1991..
 QP1692
 QP1692.The geoid height was determined by GEOID03.
 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     -   336,570.      721,090.      MT  (+/- 180 meters Scaled)
 QP1692
 QP1692                          SUPERSEDED SURVEY CONTROL
 QP1692
 QP1692.No superseded survey control is available for this station.
 QP1692
 QP1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK424987(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1692
 QP1692  HISTORY     - Date     Condition        Report By
 QP1692  HISTORY     - 1979     MONUMENTED       MNDT
 QP1692  HISTORY     - 1981     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0737 ***********************************************************************
 QP0737  DESIGNATION -  3405 A
 QP0737  PID         -  QP0737
 QP0737  STATE/COUNTY-  MN/KANDIYOHI
 QP0737  USGS QUAD   -  WILLMAR (1994)
 QP0737
 QP0737                         *CURRENT SURVEY CONTROL
 QP0737  ___________________________________________________________________
 QP0737* NAD 83(1986)-  45 06 12.     (N)    095 02 30.     (W)     SCALED    
 QP0737* NAVD 88     -       340.671  (meters)    1117.68   (feet)  ADJUSTED  
 QP0737  ___________________________________________________________________
 QP0737  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 QP0737  DYNAMIC HT  -         340.647 (meters)    1117.61  (feet)  COMP
 QP0737  MODELED GRAV-     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
 QP0737.and adjusted by the National Geodetic Survey in June 1991..
 QP0737
 QP0737.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1679 ***********************************************************************
 QP1679  DESIGNATION -  3405 B RESET
 QP1679  PID         -  QP1679
 QP1679  STATE/COUNTY-  MN/KANDIYOHI
 QP1679  USGS QUAD   -  WILLMAR (1994)
 QP1679
 QP1679                         *CURRENT SURVEY CONTROL
 QP1679  ___________________________________________________________________
 QP1679* NAD 83(1986)-  45 06 13.     (N)    095 03 13.     (W)     SCALED    
 QP1679* NAVD 88     -       346.569  (meters)    1137.04   (feet)  ADJUSTED  
 QP1679  ___________________________________________________________________
 QP1679  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 QP1679  DYNAMIC HT  -         346.545 (meters)    1136.96  (feet)  COMP
 QP1679  MODELED GRAV-     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
 QP1679.and adjusted by the National Geodetic Survey in June 1991..
 QP1679
 QP1679.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1675 ***********************************************************************
 QP1675  DESIGNATION -  3405 C
 QP1675  PID         -  QP1675
 QP1675  STATE/COUNTY-  MN/KANDIYOHI
 QP1675  USGS QUAD   -  WILLMAR (1994)
 QP1675
 QP1675                         *CURRENT SURVEY CONTROL
 QP1675  ___________________________________________________________________
 QP1675* NAD 83(1986)-  45 06 13.     (N)    095 03 45.     (W)     SCALED    
 QP1675* NAVD 88     -       342.006  (meters)    1122.06   (feet)  ADJUSTED  
 QP1675  ___________________________________________________________________
 QP1675  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 QP1675  DYNAMIC HT  -         341.982 (meters)    1121.99  (feet)  COMP
 QP1675  MODELED GRAV-     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
 QP1675.and adjusted by the National Geodetic Survey in June 1991..
 QP1675
 QP1675.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1674 ***********************************************************************
 QP1674  DESIGNATION -  3405 D RESET
 QP1674  PID         -  QP1674
 QP1674  STATE/COUNTY-  MN/KANDIYOHI
 QP1674  USGS QUAD   -  WILLMAR (1994)
 QP1674
 QP1674                         *CURRENT SURVEY CONTROL
 QP1674  ___________________________________________________________________
 QP1674* NAD 83(1986)-  45 06 13.     (N)    095 04 24.     (W)     SCALED    
 QP1674* NAVD 88     -       344.248  (meters)    1129.42   (feet)  ADJUSTED  
 QP1674  ___________________________________________________________________
 QP1674  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 QP1674  DYNAMIC HT  -         344.223 (meters)    1129.34  (feet)  COMP
 QP1674  MODELED GRAV-     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
 QP1674.and adjusted by the National Geodetic Survey in June 1991..
 QP1674
 QP1674.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0684 ***********************************************************************
 QP0684  DESIGNATION -  3405 E
 QP0684  PID         -  QP0684
 QP0684  STATE/COUNTY-  MN/KANDIYOHI
 QP0684  USGS QUAD   -  WILLMAR (1994)
 QP0684
 QP0684                         *CURRENT SURVEY CONTROL
 QP0684  ___________________________________________________________________
 QP0684* NAD 83(1986)-  45 06 13.     (N)    095 05 00.     (W)     SCALED    
 QP0684* NAVD 88     -       341.925  (meters)    1121.80   (feet)  ADJUSTED  
 QP0684  ___________________________________________________________________
 QP0684  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 QP0684  DYNAMIC HT  -         341.900 (meters)    1121.72  (feet)  COMP
 QP0684  MODELED GRAV-     980,534.8   (mgal)                       NAVD 88
 QP0684
 QP0684  VERT ORDER  -  FIRST     CLASS II
 QP0684
 QP0684.The horizontal coordinates were scaled from a topographic map and have
 QP0684.an estimated accuracy of +/- 6 seconds.
 QP0684
 QP0684.The orthometric height was determined by differential leveling
 QP0684.and adjusted by the National Geodetic Survey in June 1991..
 QP0684
 QP0684.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QP0684;SPC MN S     -   334,310.      714,740.      MT  (+/- 180 meters Scaled)
 QP0684
 QP0684                          SUPERSEDED SURVEY CONTROL
 QP0684
 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: 15TUK360965(NAD 83)
 QP0684_MARKER: DD = SURVEY DISK
 QP0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0684_SP_SET: CONCRETE POST
 QP0684_STAMPING: 3405 E 1973
 QP0684_MARK LOGO: MNHD  
 QP0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0684+STABILITY: SURFACE MOTION
 QP0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0684+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1990
 QP0684
 QP0684  HISTORY     - Date     Condition        Report By
 QP0684  HISTORY     - 1973     MONUMENTED       MNDT
 QP0684  HISTORY     - 1986     GOOD             USPSQD
 QP0684  HISTORY     - 19900802 GOOD             NGS
 QP0684
 QP0684                          STATION DESCRIPTION
 QP0684
 QP0684'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1616 ***********************************************************************
 QP1616  DESIGNATION -  3405 F
 QP1616  PID         -  QP1616
 QP1616  STATE/COUNTY-  MN/KANDIYOHI
 QP1616  USGS QUAD   -  WILLMAR (1994)
 QP1616
 QP1616                         *CURRENT SURVEY CONTROL
 QP1616  ___________________________________________________________________
 QP1616* NAD 83(1986)-  45 05 27.     (N)    095 06 14.     (W)     SCALED    
 QP1616* NAVD 88     -       340.256  (meters)    1116.32   (feet)  ADJUSTED  
 QP1616  ___________________________________________________________________
 QP1616  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 QP1616  DYNAMIC HT  -         340.231 (meters)    1116.24  (feet)  COMP
 QP1616  MODELED GRAV-     980,533.3   (mgal)                       NAVD 88
 QP1616
 QP1616  VERT ORDER  -  FIRST     CLASS II
 QP1616
 QP1616.The horizontal coordinates were scaled from a topographic map and have
 QP1616.an estimated accuracy of +/- 6 seconds.
 QP1616
 QP1616.The orthometric height was determined by differential leveling
 QP1616.and adjusted by the National Geodetic Survey in June 1991..
 QP1616
 QP1616.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QP1616;SPC MN S     -   332,910.      713,100.      MT  (+/- 180 meters Scaled)
 QP1616
 QP1616                          SUPERSEDED SURVEY CONTROL
 QP1616
 QP1616.No superseded survey control is available for this station.
 QP1616
 QP1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK344951(NAD 83)
 QP1616_MARKER: DB = BENCH MARK DISK
 QP1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1616_SP_SET: CONCRETE POST
 QP1616_STAMPING: 3405 F 1981
 QP1616_MARK LOGO: MNHD  
 QP1616_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1616+STABILITY: SURFACE MOTION
 QP1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1616+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1990
 QP1616
 QP1616  HISTORY     - Date     Condition        Report By
 QP1616  HISTORY     - 1981     MONUMENTED       MNHD
 QP1616  HISTORY     - 19900802 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1673 ***********************************************************************
 QP1673  DESIGNATION -  3405 F 1
 QP1673  PID         -  QP1673
 QP1673  STATE/COUNTY-  MN/KANDIYOHI
 QP1673  USGS QUAD   -  WILLMAR (1994)
 QP1673
 QP1673                         *CURRENT SURVEY CONTROL
 QP1673  ___________________________________________________________________
 QP1673* NAD 83(1986)-  45 05 37.     (N)    095 06 01.     (W)     SCALED    
 QP1673* NAVD 88     -       340.343  (meters)    1116.61   (feet)  ADJUSTED  
 QP1673  ___________________________________________________________________
 QP1673  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 QP1673  DYNAMIC HT  -         340.318 (meters)    1116.53  (feet)  COMP
 QP1673  MODELED GRAV-     980,533.6   (mgal)                       NAVD 88
 QP1673
 QP1673  VERT ORDER  -  SECOND    CLASS II
 QP1673
 QP1673.The horizontal coordinates were scaled from a topographic map and have
 QP1673.an estimated accuracy of +/- 6 seconds.
 QP1673
 QP1673.The orthometric height was determined by differential leveling
 QP1673.and adjusted by the National Geodetic Survey in June 1991..
 QP1673
 QP1673.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QP1673;SPC MN S     -   333,210.      713,390.      MT  (+/- 180 meters Scaled)
 QP1673
 QP1673                          SUPERSEDED SURVEY CONTROL
 QP1673
 QP1673.No superseded survey control is available for this station.
 QP1673
 QP1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK347954(NAD 83)
 QP1673_MARKER: DB = BENCH MARK DISK
 QP1673_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QP1673_SP_SET: HEADWALL OF BOX CULVERT
 QP1673_STAMPING: 3405 F 1 1981
 QP1673_MARK LOGO: MNDT  
 QP1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1673+STABILITY: SURFACE MOTION
 QP1673
 QP1673  HISTORY     - Date     Condition        Report By
 QP1673  HISTORY     - 1981     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1678 ***********************************************************************
 QP1678  DESIGNATION -  3405 G
 QP1678  PID         -  QP1678
 QP1678  STATE/COUNTY-  MN/KANDIYOHI
 QP1678  USGS QUAD   -  WILLMAR (1994)
 QP1678
 QP1678                         *CURRENT SURVEY CONTROL
 QP1678  ___________________________________________________________________
 QP1678* NAD 83(1986)-  45 05 22.     (N)    095 03 46.     (W)     SCALED    
 QP1678* NAVD 88     -       342.405  (meters)    1123.37   (feet)  ADJUSTED  
 QP1678  ___________________________________________________________________
 QP1678  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 QP1678  DYNAMIC HT  -         342.380 (meters)    1123.29  (feet)  COMP
 QP1678  MODELED GRAV-     980,534.7   (mgal)                       NAVD 88
 QP1678
 QP1678  VERT ORDER  -  SECOND    CLASS II
 QP1678
 QP1678.The horizontal coordinates were scaled from a topographic map and have
 QP1678.an estimated accuracy of +/- 6 seconds.
 QP1678
 QP1678.The orthometric height was determined by differential leveling
 QP1678.and adjusted by the National Geodetic Survey in June 1991..
 QP1678
 QP1678.The geoid height was determined by GEOID03.
 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     -   332,710.      716,340.      MT  (+/- 180 meters Scaled)
 QP1678
 QP1678                          SUPERSEDED SURVEY CONTROL
 QP1678
 QP1678.No superseded survey control is available for this station.
 QP1678
 QP1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK376949(NAD 83)
 QP1678_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1678
 QP1678  HISTORY     - Date     Condition        Report By
 QP1678  HISTORY     - 1981     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1677 ***********************************************************************
 QP1677  DESIGNATION -  3405 H
 QP1677  PID         -  QP1677
 QP1677  STATE/COUNTY-  MN/KANDIYOHI
 QP1677  USGS QUAD   -  WILLMAR (1994)
 QP1677
 QP1677                         *CURRENT SURVEY CONTROL
 QP1677  ___________________________________________________________________
 QP1677* NAD 83(1986)-  45 05 19.     (N)    095 03 46.     (W)     SCALED    
 QP1677* NAVD 88     -       349.932  (meters)    1148.07   (feet)  ADJUSTED  
 QP1677  ___________________________________________________________________
 QP1677  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 QP1677  DYNAMIC HT  -         349.907 (meters)    1147.99  (feet)  COMP
 QP1677  MODELED GRAV-     980,534.6   (mgal)                       NAVD 88
 QP1677
 QP1677  VERT ORDER  -  SECOND    CLASS II
 QP1677
 QP1677.The horizontal coordinates were scaled from a topographic map and have
 QP1677.an estimated accuracy of +/- 6 seconds.
 QP1677
 QP1677.The orthometric height was determined by differential leveling
 QP1677.and adjusted by the National Geodetic Survey in June 1991..
 QP1677
 QP1677.The geoid height was determined by GEOID03.
 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     -   332,620.      716,340.      MT  (+/- 180 meters Scaled)
 QP1677
 QP1677                          SUPERSEDED SURVEY CONTROL
 QP1677
 QP1677.No superseded survey control is available for this station.
 QP1677
 QP1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK376948(NAD 83)
 QP1677_MARKER: DB = BENCH MARK DISK
 QP1677_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP1677_SP_SET: ABUTMENT
 QP1677_STAMPING: 3405 H 1981
 QP1677_MARK LOGO: MNDT  
 QP1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1677
 QP1677  HISTORY     - Date     Condition        Report By
 QP1677  HISTORY     - 1981     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1676 ***********************************************************************
 QP1676  DESIGNATION -  3405 H 1
 QP1676  PID         -  QP1676
 QP1676  STATE/COUNTY-  MN/KANDIYOHI
 QP1676  USGS QUAD   -  WILLMAR (1994)
 QP1676
 QP1676                         *CURRENT SURVEY CONTROL
 QP1676  ___________________________________________________________________
 QP1676* NAD 83(1986)-  45 05 23.     (N)    095 03 45.     (W)     SCALED    
 QP1676* NAVD 88     -       348.881  (meters)    1144.62   (feet)  ADJUSTED  
 QP1676  ___________________________________________________________________
 QP1676  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 QP1676  DYNAMIC HT  -         348.856 (meters)    1144.54  (feet)  COMP
 QP1676  MODELED GRAV-     980,534.7   (mgal)                       NAVD 88
 QP1676
 QP1676  VERT ORDER  -  SECOND    CLASS II
 QP1676
 QP1676.The horizontal coordinates were scaled from a topographic map and have
 QP1676.an estimated accuracy of +/- 6 seconds.
 QP1676
 QP1676.The orthometric height was determined by differential leveling
 QP1676.and adjusted by the National Geodetic Survey in June 1991..
 QP1676
 QP1676.The geoid height was determined by GEOID03.
 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     -   332,740.      716,360.      MT  (+/- 180 meters Scaled)
 QP1676
 QP1676                          SUPERSEDED SURVEY CONTROL
 QP1676
 QP1676.No superseded survey control is available for this station.
 QP1676
 QP1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK376949(NAD 83)
 QP1676_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1676
 QP1676  HISTORY     - Date     Condition        Report By
 QP1676  HISTORY     - 1981     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1928 ***********************************************************************
 QP1928  DESIGNATION -  3408 A
 QP1928  PID         -  QP1928
 QP1928  STATE/COUNTY-  MN/KANDIYOHI
 QP1928  USGS QUAD   -  HAWICK (1967)
 QP1928
 QP1928                         *CURRENT SURVEY CONTROL
 QP1928  ___________________________________________________________________
 QP1928* NAD 83(1996)-  45 21 20.54700(N)    094 45 47.78631(W)     ADJUSTED  
 QP1928* NAVD 88     -       375.398  (meters)    1231.62   (feet)  ADJUSTED  
 QP1928  ___________________________________________________________________
 QP1928  X           -    -372,828.561 (meters)                     COMP
 QP1928  Y           -  -4,474,289.709 (meters)                     COMP
 QP1928  Z           -   4,515,462.574 (meters)                     COMP
 QP1928  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 QP1928  ELLIP HEIGHT-         348.60  (meters)          (08/23/04) GPS OBS
 QP1928  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 QP1928  DYNAMIC HT  -         375.373 (meters)    1231.54  (feet)  COMP
 QP1928  MODELED GRAV-     980,538.9   (mgal)                       NAVD 88
 QP1928
 QP1928  HORZ ORDER  -  FIRST
 QP1928  VERT ORDER  -  SECOND    CLASS I
 QP1928  ELLP ORDER  -  THIRD     CLASS II
 QP1928
 QP1928.The horizontal coordinates were established by GPS observations
 QP1928.and adjusted by the MN DEPT OF TRANSP in August 2004..
 QP1928
 QP1928.The orthometric height was determined by differential leveling
 QP1928.and adjusted by the National Geodetic Survey in June 1995..
 QP1928
 QP1928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1928
 QP1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1928
 QP1928.The ellipsoidal height was determined by GPS observations
 QP1928.and is referenced to NAD 83.
 QP1928
 QP1928.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1928;SPC MN S     -   362,037.393   740,190.672   MT  1.00003335   -0 32 06.0
 QP1928;UTM  15      - 5,023,978.488   361,889.851   MT  0.99983453   -1 15 17.1
 QP1928
 QP1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1928!SPC MN S     -   0.99994535  x   1.00003335  =   0.99997870
 QP1928!UTM  15      -   0.99994535  x   0.99983453  =   0.99977989
 QP1928
 QP1928:                Primary Azimuth Mark                     Grid Az
 QP1928:SPC MN S     -  3408 C                                   000 20 13.9
 QP1928:UTM  15      -  3408 C                                   001 03 25.0
 QP1928
 QP1928|---------------------------------------------------------------------|
 QP1928| PID    Reference Object                     Distance      Geod. Az  |
 QP1928|                                                           dddmmss.s |
 QP1928| DG7283 3408 C                              APPROX. 1.3 KM 3594807.9 |
 QP1928|---------------------------------------------------------------------|
 QP1928
 QP1928                          SUPERSEDED SURVEY CONTROL
 QP1928
 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: 15TUL6189023978(NAD 83)
 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: RECESSED 3 CENTIMETERS
 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 - April 12, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7283 ***********************************************************************
 DG7283  DESIGNATION -  3408 C
 DG7283  PID         -  DG7283
 DG7283  STATE/COUNTY-  MN/KANDIYOHI
 DG7283  USGS QUAD   -  HAWICK (1967)
 DG7283
 DG7283                         *CURRENT SURVEY CONTROL
 DG7283  ___________________________________________________________________
 DG7283* NAD 83(1996)-  45 22 03.25037(N)    094 45 47.99546(W)     ADJUSTED  
 DG7283* NAVD 88     -       362.4    (meters)    1189.     (feet)  GPS OBS   
 DG7283  ___________________________________________________________________
 DG7283  X           -    -372,754.440 (meters)                     COMP
 DG7283  Y           -  -4,473,345.377 (meters)                     COMP
 DG7283  Z           -   4,516,379.703 (meters)                     COMP
 DG7283  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 DG7283  ELLIP HEIGHT-         335.64  (meters)          (08/23/04) GPS OBS
 DG7283  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DG7283
 DG7283  HORZ ORDER  -  FIRST
 DG7283  ELLP ORDER  -  THIRD     CLASS II
 DG7283
 DG7283.The horizontal coordinates were established by GPS observations
 DG7283.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG7283
 DG7283.The orthometric height was determined by GPS observations and a
 DG7283.high-resolution geoid model.
 DG7283
 DG7283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7283
 DG7283.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7283
 DG7283.The ellipsoidal height was determined by GPS observations
 DG7283.and is referenced to NAD 83.
 DG7283
 DG7283.The geoid height was determined by GEOID03.
 DG7283
 DG7283;                    North         East     Units Scale Factor Converg.
 DG7283;SPC MN S     -   363,355.758   740,198.431   MT  1.00003648   -0 32 06.1
 DG7283;UTM  15      - 5,025,296.388   361,914.168   MT  0.99983444   -1 15 18.1
 DG7283
 DG7283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7283!SPC MN S     -   0.99994738  x   1.00003648  =   0.99998386
 DG7283!UTM  15      -   0.99994738  x   0.99983444  =   0.99978183
 DG7283
 DG7283:                Primary Azimuth Mark                     Grid Az
 DG7283:SPC MN S     -  3408 A                                   180 20 13.9
 DG7283:UTM  15      -  3408 A                                   181 03 25.9
 DG7283
 DG7283|---------------------------------------------------------------------|
 DG7283| PID    Reference Object                     Distance      Geod. Az  |
 DG7283|                                                           dddmmss.s |
 DG7283| QP1928 3408 A                              APPROX. 1.3 KM 1794807.8 |
 DG7283|---------------------------------------------------------------------|
 DG7283
 DG7283                          SUPERSEDED SURVEY CONTROL
 DG7283
 DG7283.No superseded survey control is available for this station.
 DG7283
 DG7283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6191425296(NAD 83)
 DG7283_MARKER: DD = SURVEY DISK
 DG7283_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7283_STAMPING: 3408 C 2004
 DG7283_MARK LOGO: MNDT  
 DG7283_PROJECTION: FLUSH
 DG7283_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7283+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG7283_ROD/PIPE-DEPTH:  7.6 meters
 DG7283
 DG7283  HISTORY     - Date     Condition        Report By
 DG7283  HISTORY     - 2004     MONUMENTED       MNDT
 DG7283
 DG7283                          STATION DESCRIPTION
 DG7283
 DG7283'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG7283'THE MARK IS LOCATED 2.0 MILES WEST OF PAYNESVILLE, GO 2.65 MILES SOUTH
 DG7283'AND WEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HGIHWAY 23
 DG7283'/ TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 55 IN PAYNESVILLE, TO TRUNK
 DG7283'HIGHWAY 23 MILEPOINT 171.1, THENCE 0.9 MILES NORTH ON ROSEVILLE ROAD,
 DG7283'THE MARK IS NORTH OF THE DITCH, 30.5 FEET WEST OF ROSEVILLE ROAD, 14.0
 DG7283'FEET SOUTH OF ENTRANCE, 6.3 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1926 ***********************************************************************
 QP1926  DESIGNATION -  3410 A
 QP1926  PID         -  QP1926
 QP1926  STATE/COUNTY-  MN/KANDIYOHI
 QP1926  USGS QUAD   -  LAKE HENRY (1967)
 QP1926
 QP1926                         *CURRENT SURVEY CONTROL
 QP1926  ___________________________________________________________________
 QP1926* NAD 83(1986)-  45 23 15.     (N)    094 45 49.     (W)     SCALED    
 QP1926* NAVD 88     -       363.940  (meters)    1194.03   (feet)  ADJUSTED  
 QP1926  ___________________________________________________________________
 QP1926  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP1926  DYNAMIC HT  -         363.917 (meters)    1193.95  (feet)  COMP
 QP1926  MODELED GRAV-     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
 QP1926.and adjusted by the National Geodetic Survey in June 1995..
 QP1926
 QP1926.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 QP1926_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QP1926_SP_SET: BOX CULVERT HEADWALL
 QP1926_STAMPING: 3410 A 1988
 QP1926_MARK LOGO: MNDT  
 QP1926_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 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 31, 1995
 QP1926
 QP1926  HISTORY     - Date     Condition        Report By
 QP1926  HISTORY     - 1988     MONUMENTED       MNDT
 QP1926  HISTORY     - 19950531 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1929 ***********************************************************************
 QP1929  DESIGNATION -  3410 B
 QP1929  PID         -  QP1929
 QP1929  STATE/COUNTY-  MN/KANDIYOHI
 QP1929  USGS QUAD   -  LAKE HENRY (1967)
 QP1929
 QP1929                         *CURRENT SURVEY CONTROL
 QP1929  ___________________________________________________________________
 QP1929* NAD 83(1986)-  45 23 17.     (N)    094 46 56.     (W)     SCALED    
 QP1929* NAVD 88     -       364.659  (meters)    1196.39   (feet)  ADJUSTED  
 QP1929  ___________________________________________________________________
 QP1929  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 QP1929  DYNAMIC HT  -         364.636 (meters)    1196.31  (feet)  COMP
 QP1929  MODELED GRAV-     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
 QP1929.and adjusted by the National Geodetic Survey in June 1995..
 QP1929
 QP1929.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 QP1929_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 31, 1995
 QP1929
 QP1929  HISTORY     - Date     Condition        Report By
 QP1929  HISTORY     - 1988     MONUMENTED       MNDT
 QP1929  HISTORY     - 19950531 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1930 ***********************************************************************
 QP1930  DESIGNATION -  3410 C
 QP1930  PID         -  QP1930
 QP1930  STATE/COUNTY-  MN/KANDIYOHI
 QP1930  USGS QUAD   -  LAKE HENRY (1967)
 QP1930
 QP1930                         *CURRENT SURVEY CONTROL
 QP1930  ___________________________________________________________________
 QP1930* NAD 83(1986)-  45 23 56.     (N)    094 48 40.     (W)     SCALED    
 QP1930* NAVD 88     -       371.760  (meters)    1219.68   (feet)  ADJUSTED  
 QP1930  ___________________________________________________________________
 QP1930  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 QP1930  DYNAMIC HT  -         371.737 (meters)    1219.61  (feet)  COMP
 QP1930  MODELED GRAV-     980,543.5   (mgal)                       NAVD 88
 QP1930
 QP1930  VERT ORDER  -  SECOND    CLASS I
 QP1930
 QP1930.The horizontal coordinates were scaled from a topographic map and have
 QP1930.an estimated accuracy of +/- 6 seconds.
 QP1930
 QP1930.The orthometric height was determined by differential leveling
 QP1930.and adjusted by the National Geodetic Survey in June 1995..
 QP1930
 QP1930.The geoid height was determined by GEOID03.
 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     -   366,870.      736,490.      MT  (+/- 180 meters Scaled)
 QP1930
 QP1930                          SUPERSEDED SURVEY CONTROL
 QP1930
 QP1930.No superseded survey control is available for this station.
 QP1930
 QP1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL582288(NAD 83)
 QP1930_MARKER: DB = BENCH MARK DISK
 QP1930_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QP1930_SP_SET: BOX CULVERT HEADWALL
 QP1930_STAMPING: 3410 C 1988
 QP1930_MARK LOGO: MNDT  
 QP1930_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1930+STABILITY: SURFACE MOTION
 QP1930
 QP1930  HISTORY     - Date     Condition        Report By
 QP1930  HISTORY     - 1988     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1931 ***********************************************************************
 QP1931  DESIGNATION -  3410 D
 QP1931  PID         -  QP1931
 QP1931  STATE/COUNTY-  MN/KANDIYOHI
 QP1931  USGS QUAD   -  LAKE HENRY (1967)
 QP1931
 QP1931                         *CURRENT SURVEY CONTROL
 QP1931  ___________________________________________________________________
 QP1931* NAD 83(1986)-  45 24 19.     (N)    094 49 28.     (W)     SCALED    
 QP1931* NAVD 88     -       372.996  (meters)    1223.74   (feet)  ADJUSTED  
 QP1931  ___________________________________________________________________
 QP1931  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 QP1931  DYNAMIC HT  -         372.973 (meters)    1223.66  (feet)  COMP
 QP1931  MODELED GRAV-     980,544.3   (mgal)                       NAVD 88
 QP1931
 QP1931  VERT ORDER  -  SECOND    CLASS I
 QP1931
 QP1931.The horizontal coordinates were scaled from a topographic map and have
 QP1931.an estimated accuracy of +/- 6 seconds.
 QP1931
 QP1931.The orthometric height was determined by differential leveling
 QP1931.and adjusted by the National Geodetic Survey in June 1995..
 QP1931
 QP1931.The geoid height was determined by GEOID03.
 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     -   367,590.      735,450.      MT  (+/- 180 meters Scaled)
 QP1931
 QP1931                          SUPERSEDED SURVEY CONTROL
 QP1931
 QP1931.No superseded survey control is available for this station.
 QP1931
 QP1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL572295(NAD 83)
 QP1931_MARKER: DB = BENCH MARK DISK
 QP1931_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QP1931_SP_SET: BOX CULVERT HEADWALL
 QP1931_STAMPING: 3410 D 1988
 QP1931_MARK LOGO: MNDT  
 QP1931_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1931+STABILITY: SURFACE MOTION
 QP1931
 QP1931  HISTORY     - Date     Condition        Report By
 QP1931  HISTORY     - 1988     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1932 ***********************************************************************
 QP1932  DESIGNATION -  3410 E
 QP1932  PID         -  QP1932
 QP1932  STATE/COUNTY-  MN/KANDIYOHI
 QP1932  USGS QUAD   -  LAKE HENRY (1967)
 QP1932
 QP1932                         *CURRENT SURVEY CONTROL
 QP1932  ___________________________________________________________________
 QP1932* NAD 83(1986)-  45 23 50.     (N)    094 49 28.     (W)     SCALED    
 QP1932* NAVD 88     -       368.798  (meters)    1209.96   (feet)  ADJUSTED  
 QP1932  ___________________________________________________________________
 QP1932  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 QP1932  DYNAMIC HT  -         368.775 (meters)    1209.89  (feet)  COMP
 QP1932  MODELED GRAV-     980,543.0   (mgal)                       NAVD 88
 QP1932
 QP1932  VERT ORDER  -  SECOND    CLASS I
 QP1932
 QP1932.The horizontal coordinates were scaled from a topographic map and have
 QP1932.an estimated accuracy of +/- 6 seconds.
 QP1932
 QP1932.The orthometric height was determined by differential leveling
 QP1932.and adjusted by the National Geodetic Survey in June 1995..
 QP1932
 QP1932.The geoid height was determined by GEOID03.
 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     -   366,700.      735,440.      MT  (+/- 180 meters Scaled)
 QP1932
 QP1932                          SUPERSEDED SURVEY CONTROL
 QP1932
 QP1932.No superseded survey control is available for this station.
 QP1932
 QP1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL572286(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 QP1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1932+STABILITY: SURFACE MOTION
 QP1932
 QP1932  HISTORY     - Date     Condition        Report By
 QP1932  HISTORY     - 1988     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0331 ***********************************************************************
 PQ0331  DESIGNATION -  3411 A RESET
 PQ0331  PID         -  PQ0331
 PQ0331  STATE/COUNTY-  MN/KANDIYOHI
 PQ0331  USGS QUAD   -  BLOMKEST (1965)
 PQ0331
 PQ0331                         *CURRENT SURVEY CONTROL
 PQ0331  ___________________________________________________________________
 PQ0331* NAD 83(1986)-  44 56 06.     (N)    095 02 39.     (W)     SCALED    
 PQ0331* NAVD 88     -       338.947  (meters)    1112.03   (feet)  ADJUSTED  
 PQ0331  ___________________________________________________________________
 PQ0331  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 PQ0331  DYNAMIC HT  -         338.919 (meters)    1111.94  (feet)  COMP
 PQ0331  MODELED GRAV-     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
 PQ0331.and adjusted by the National Geodetic Survey in June 1991..
 PQ0331
 PQ0331.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1805 ***********************************************************************
 PQ1805  DESIGNATION -  3411 C RESET
 PQ1805  PID         -  PQ1805
 PQ1805  STATE/COUNTY-  MN/KANDIYOHI
 PQ1805  USGS QUAD   -  BLOMKEST (1965)
 PQ1805
 PQ1805                         *CURRENT SURVEY CONTROL
 PQ1805  ___________________________________________________________________
 PQ1805* NAD 83(1986)-  44 58 22.     (N)    095 02 37.     (W)     SCALED    
 PQ1805* NAVD 88     -       339.33   (meters)    1113.3    (feet)  RESET     
 PQ1805  ___________________________________________________________________
 PQ1805  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 PQ1805
 PQ1805  VERT ORDER  -  THIRD
 PQ1805
 PQ1805.The horizontal coordinates were scaled from a topographic map and have
 PQ1805.an estimated accuracy of +/- 6 seconds.
 PQ1805
 PQ1805.The orthometric height was computed from unverified reset data.
 PQ1805.No vertical observational check was made to the station.
 PQ1805
 PQ1805.The geoid height was determined by GEOID03.
 PQ1805
 PQ1805;                    North         East    Units  Estimated Accuracy
 PQ1805;SPC MN S     -   319,730.      717,680.      MT  (+/- 180 meters Scaled)
 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: 15TUK388819(NAD 83)
 PQ1805_MARKER: DD = SURVEY DISK
 PQ1805_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1805_SP_SET: COPPER-CLAD STEEL ROD
 PQ1805_STAMPING: 3411 C RESET 1980
 PQ1805_MARK LOGO: MNDT  
 PQ1805_PROJECTION: FLUSH
 PQ1805_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1805_ROD/PIPE-DEPTH: 5.0  meters
 PQ1805
 PQ1805  HISTORY     - Date     Condition        Report By
 PQ1805  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0725 ***********************************************************************
 QP0725  DESIGNATION -  3411 E
 QP0725  PID         -  QP0725
 QP0725  STATE/COUNTY-  MN/KANDIYOHI
 QP0725  USGS QUAD   -  WILLMAR (1994)
 QP0725
 QP0725                         *CURRENT SURVEY CONTROL
 QP0725  ___________________________________________________________________
 QP0725* NAD 83(1986)-  45 00 06.     (N)    095 02 36.     (W)     SCALED    
 QP0725* NAVD 88     -       339.533  (meters)    1113.95   (feet)  ADJUSTED  
 QP0725  ___________________________________________________________________
 QP0725  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 QP0725  DYNAMIC HT  -         339.506 (meters)    1113.86  (feet)  COMP
 QP0725  MODELED GRAV-     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
 QP0725.and adjusted by the National Geodetic Survey in June 1991..
 QP0725
 QP0725.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0728 ***********************************************************************
 QP0728  DESIGNATION -  3411 F
 QP0728  PID         -  QP0728
 QP0728  STATE/COUNTY-  MN/KANDIYOHI
 QP0728  USGS QUAD   -  WILLMAR (1994)
 QP0728
 QP0728                         *CURRENT SURVEY CONTROL
 QP0728  ___________________________________________________________________
 QP0728* NAD 83(1986)-  45 01 56.     (N)    095 02 37.     (W)     SCALED    
 QP0728* NAVD 88     -       344.982  (meters)    1131.83   (feet)  ADJUSTED  
 QP0728  ___________________________________________________________________
 QP0728  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP0728  DYNAMIC HT  -         344.955 (meters)    1131.74  (feet)  COMP
 QP0728  MODELED GRAV-     980,530.1   (mgal)                       NAVD 88
 QP0728
 QP0728  VERT ORDER  -  SECOND    CLASS 0
 QP0728
 QP0728.The horizontal coordinates were scaled from a topographic map and have
 QP0728.an estimated accuracy of +/- 6 seconds.
 QP0728
 QP0728.The orthometric height was determined by differential leveling
 QP0728.and adjusted by the National Geodetic Survey in June 1991..
 QP0728
 QP0728.The geoid height was determined by GEOID03.
 QP0728
 QP0728.The dynamic height is computed by dividing the NAVD 88
 QP0728.geopotential number by the normal gravity value computed on the
 QP0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0728.degrees latitude (g = 980.6199 gals.).
 QP0728
 QP0728.The modeled gravity was interpolated from observed gravity values.
 QP0728
 QP0728;                    North         East    Units  Estimated Accuracy
 QP0728;SPC MN S     -   326,330.      717,770.      MT  (+/- 180 meters Scaled)
 QP0728
 QP0728                          SUPERSEDED SURVEY CONTROL
 QP0728
 QP0728  NGVD 29 (??/??/92)  344.809  (m)         1131.26   (f) ADJ UNCH    2 0
 QP0728
 QP0728.Superseded values are not recommended for survey control.
 QP0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0728.See file dsdata.txt to determine how the superseded data were derived.
 QP0728
 QP0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK390885(NAD 83)
 QP0728_MARKER: DD = SURVEY DISK
 QP0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0728_STAMPING: 3411 F 1948
 QP0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0728+STABILITY: SURFACE MOTION
 QP0728
 QP0728  HISTORY     - Date     Condition        Report By
 QP0728  HISTORY     - 1948     MONUMENTED       MNDT
 QP0728  HISTORY     - 1972     GOOD             MNDT
 QP0728
 QP0728                          STATION DESCRIPTION
 QP0728
 QP0728'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0728'6.0 MI S FROM WILLMAR.
 QP0728'MONUMENT IS 4.9 MILES SOUTH ALONG T.H. 71 FROM SOUTH JCT. T.H. 23 AND
 QP0728'71, LOCATED IN A CONCRETE POST 75 FEET WEST OF THE CENTERLINE OF T.H.
 QP0728'71 (STATION 940+02), IN A ROW OF HONEYSUCKLE BUSHES, 3.5 FEET
 QP0728'SOUTHEAST OF A POWER POLE, 400 FEET NORTH OF EAST QUARTER CORNER OF
 QP0728'SECTION 15, T118N, R35W.  ONE FOOT EAST OF A BENCH MARK WITNESS POST,
 QP0728'PROJECTING 2 INCHES ABOVE THE GROUND AT MILE POINT 116.9.  SE 1/4 OF
 QP0728'NE 1/4 SECTION 15, T 118N, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0729 ***********************************************************************
 QP0729  DESIGNATION -  3411 G
 QP0729  PID         -  QP0729
 QP0729  STATE/COUNTY-  MN/KANDIYOHI
 QP0729  USGS QUAD   -  WILLMAR (1994)
 QP0729
 QP0729                         *CURRENT SURVEY CONTROL
 QP0729  ___________________________________________________________________
 QP0729* NAD 83(1986)-  45 02 22.     (N)    095 02 37.     (W)     SCALED    
 QP0729* NAVD 88     -       340.107  (meters)    1115.83   (feet)  ADJUSTED  
 QP0729  ___________________________________________________________________
 QP0729  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP0729  DYNAMIC HT  -         340.081 (meters)    1115.75  (feet)  COMP
 QP0729  MODELED GRAV-     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
 QP0729.and adjusted by the National Geodetic Survey in June 1991..
 QP0729
 QP0729.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0730 ***********************************************************************
 QP0730  DESIGNATION -  3411 H
 QP0730  PID         -  QP0730
 QP0730  STATE/COUNTY-  MN/KANDIYOHI
 QP0730  USGS QUAD   -  WILLMAR (1994)
 QP0730
 QP0730                         *CURRENT SURVEY CONTROL
 QP0730  ___________________________________________________________________
 QP0730* NAD 83(1986)-  45 02 48.     (N)    095 02 35.     (W)     SCALED    
 QP0730* NAVD 88     -       337.962  (meters)    1108.80   (feet)  ADJUSTED  
 QP0730  ___________________________________________________________________
 QP0730  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP0730  DYNAMIC HT  -         337.936 (meters)    1108.71  (feet)  COMP
 QP0730  MODELED GRAV-     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
 QP0730.and adjusted by the National Geodetic Survey in June 1991..
 QP0730
 QP0730.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0734 ***********************************************************************
 QP0734  DESIGNATION -  3411 J
 QP0734  PID         -  QP0734
 QP0734  STATE/COUNTY-  MN/KANDIYOHI
 QP0734  USGS QUAD   -  WILLMAR (1994)
 QP0734
 QP0734                         *CURRENT SURVEY CONTROL
 QP0734  ___________________________________________________________________
 QP0734* NAD 83(1986)-  45 04 55.     (N)    095 02 35.     (W)     SCALED    
 QP0734* NAVD 88     -       343.129  (meters)    1125.75   (feet)  ADJUSTED  
 QP0734  ___________________________________________________________________
 QP0734  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 QP0734  DYNAMIC HT  -         343.104 (meters)    1125.67  (feet)  COMP
 QP0734  MODELED GRAV-     980,533.4   (mgal)                       NAVD 88
 QP0734
 QP0734  VERT ORDER  -  SECOND    CLASS 0
 QP0734
 QP0734.The horizontal coordinates were scaled from a topographic map and have
 QP0734.an estimated accuracy of +/- 6 seconds.
 QP0734
 QP0734.The orthometric height was determined by differential leveling
 QP0734.and adjusted by the National Geodetic Survey in June 1991..
 QP0734
 QP0734.The geoid height was determined by GEOID03.
 QP0734
 QP0734.The dynamic height is computed by dividing the NAVD 88
 QP0734.geopotential number by the normal gravity value computed on the
 QP0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0734.degrees latitude (g = 980.6199 gals.).
 QP0734
 QP0734.The modeled gravity was interpolated from observed gravity values.
 QP0734
 QP0734;                    North         East    Units  Estimated Accuracy
 QP0734;SPC MN S     -   331,860.      717,880.      MT  (+/- 180 meters Scaled)
 QP0734
 QP0734                          SUPERSEDED SURVEY CONTROL
 QP0734
 QP0734  NGVD 29 (??/??/92)  342.953  (m)         1125.17   (f) ADJ UNCH    2 0
 QP0734
 QP0734.Superseded values are not recommended for survey control.
 QP0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0734.See file dsdata.txt to determine how the superseded data were derived.
 QP0734
 QP0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK392940(NAD 83)
 QP0734_MARKER: DD = SURVEY DISK
 QP0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0734_STAMPING: 3411 J 1948
 QP0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0734+STABILITY: SURFACE MOTION
 QP0734
 QP0734  HISTORY     - Date     Condition        Report By
 QP0734  HISTORY     - 1948     MONUMENTED       MNDT
 QP0734  HISTORY     - 1972     GOOD             MNDT
 QP0734  HISTORY     - 1981     MARK NOT FOUND   MNDT
 QP0734
 QP0734                          STATION DESCRIPTION
 QP0734
 QP0734'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0734'2.5 MI S FROM WILLMAR.
 QP0734'MONUMENT IS 1.5 MILES SOUTH ALONG T.H. 71 FROM SOUTH JCT. T.H. 71 AND
 QP0734'23, LOCATED IN A CONCRETE POST 75 FEET LEFT (WEST) OF THE CENTERLINE
 QP0734'OF T.H. 71 (STATION 1146+65), AND 11.5 FEET NORTH OF THE OLSON FARM
 QP0734'DRIVEWAY IN A NORTH-SOUTH FENCE, 3.6 FEET NORTH OF CORNER FENCE POST,
 QP0734'ONE FOOT SOUTH OF A STEEL WITNESS POST, AND FLUSH WITH THE GROUND AT
 QP0734'MILE POINT 120.1.  NE 1/4 OF NE 1/4 SECTION 34, T 119N, R 35W.
 QP0734
 QP0734                          STATION RECOVERY (1981)
 QP0734
 QP0734'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QP0734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0735 ***********************************************************************
 QP0735  DESIGNATION -  3411 K
 QP0735  PID         -  QP0735
 QP0735  STATE/COUNTY-  MN/KANDIYOHI
 QP0735  USGS QUAD   -  WILLMAR (1994)
 QP0735
 QP0735                         *CURRENT SURVEY CONTROL
 QP0735  ___________________________________________________________________
 QP0735* NAD 83(1986)-  45 05 47.     (N)    095 02 33.     (W)     SCALED    
 QP0735* NAVD 88     -       340.105  (meters)    1115.83   (feet)  ADJUSTED  
 QP0735  ___________________________________________________________________
 QP0735  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 QP0735  DYNAMIC HT  -         340.080 (meters)    1115.75  (feet)  COMP
 QP0735  MODELED GRAV-     980,534.5   (mgal)                       NAVD 88
 QP0735
 QP0735  VERT ORDER  -  SECOND    CLASS 0
 QP0735
 QP0735.The horizontal coordinates were scaled from a topographic map and have
 QP0735.an estimated accuracy of +/- 6 seconds.
 QP0735
 QP0735.The orthometric height was determined by differential leveling
 QP0735.and adjusted by the National Geodetic Survey in June 1991..
 QP0735
 QP0735.The geoid height was determined by GEOID03.
 QP0735
 QP0735.The dynamic height is computed by dividing the NAVD 88
 QP0735.geopotential number by the normal gravity value computed on the
 QP0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0735.degrees latitude (g = 980.6199 gals.).
 QP0735
 QP0735.The modeled gravity was interpolated from observed gravity values.
 QP0735
 QP0735;                    North         East    Units  Estimated Accuracy
 QP0735;SPC MN S     -   333,460.      717,940.      MT  (+/- 180 meters Scaled)
 QP0735
 QP0735                          SUPERSEDED SURVEY CONTROL
 QP0735
 QP0735  NGVD 29 (??/??/92)  339.927  (m)         1115.24   (f) ADJ UNCH    2 0
 QP0735
 QP0735.Superseded values are not recommended for survey control.
 QP0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0735.See file dsdata.txt to determine how the superseded data were derived.
 QP0735
 QP0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK392956(NAD 83)
 QP0735_MARKER: DD = SURVEY DISK
 QP0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0735_SP_SET: CULVERT
 QP0735_STAMPING: 3411 K 1948
 QP0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0735
 QP0735  HISTORY     - Date     Condition        Report By
 QP0735  HISTORY     - 1948     MONUMENTED       MNDT
 QP0735  HISTORY     - 1972     GOOD             MNDT
 QP0735
 QP0735                          STATION DESCRIPTION
 QP0735
 QP0735'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0735'1.5 MI S FROM WILLMAR.
 QP0735'MONUMENT IS LOCATED 0.5 MILES SOUTH ALONG T.H. 71 FROM SOUTH JCT. T.H.
 QP0735'71 AND 23, IN SOUTHWEST CORNER OF HEADWALL OF A 5 FOOT BY 7 FOOT BOX
 QP0735'CULVERT, 23.5 FEET LEFT (WEST) AND 2 FEET BELOW THE CENTERLINE OF T.H.
 QP0735'71 (STATION 1199+00), AT MILE MARKER 121.1.  NE 1/4 OF NE 1/4 SECTION
 QP0735'27, T 119N, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0736 ***********************************************************************
 QP0736  DESIGNATION -  3411 K 1
 QP0736  PID         -  QP0736
 QP0736  STATE/COUNTY-  MN/KANDIYOHI
 QP0736  USGS QUAD   -  WILLMAR (1994)
 QP0736
 QP0736                         *CURRENT SURVEY CONTROL
 QP0736  ___________________________________________________________________
 QP0736* NAD 83(1986)-  45 05 46.     (N)    095 02 31.     (W)     SCALED    
 QP0736* NAVD 88     -       339.832  (meters)    1114.93   (feet)  ADJUSTED  
 QP0736  ___________________________________________________________________
 QP0736  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 QP0736  DYNAMIC HT  -         339.807 (meters)    1114.85  (feet)  COMP
 QP0736  MODELED GRAV-     980,534.4   (mgal)                       NAVD 88
 QP0736
 QP0736  VERT ORDER  -  SECOND    CLASS 0
 QP0736
 QP0736.The horizontal coordinates were scaled from a topographic map and have
 QP0736.an estimated accuracy of +/- 6 seconds.
 QP0736
 QP0736.The orthometric height was determined by differential leveling
 QP0736.and adjusted by the National Geodetic Survey in June 1991..
 QP0736
 QP0736.The geoid height was determined by GEOID03.
 QP0736
 QP0736.The dynamic height is computed by dividing the NAVD 88
 QP0736.geopotential number by the normal gravity value computed on the
 QP0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0736.degrees latitude (g = 980.6199 gals.).
 QP0736
 QP0736.The modeled gravity was interpolated from observed gravity values.
 QP0736
 QP0736;                    North         East    Units  Estimated Accuracy
 QP0736;SPC MN S     -   333,430.      717,990.      MT  (+/- 180 meters Scaled)
 QP0736
 QP0736                          SUPERSEDED SURVEY CONTROL
 QP0736
 QP0736  NGVD 29 (??/??/92)  339.654  (m)         1114.35   (f) ADJ UNCH    2 0
 QP0736
 QP0736.Superseded values are not recommended for survey control.
 QP0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0736.See file dsdata.txt to determine how the superseded data were derived.
 QP0736
 QP0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK393956(NAD 83)
 QP0736_MARKER: DD = SURVEY DISK
 QP0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0736_STAMPING: 3411-K1 1973
 QP0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0736+STABILITY: SURFACE MOTION
 QP0736
 QP0736  HISTORY     - Date     Condition        Report By
 QP0736  HISTORY     - 1973     MONUMENTED       MNDT
 QP0736  HISTORY     - 1981     MARK NOT FOUND   MNDT
 QP0736
 QP0736                          STATION DESCRIPTION
 QP0736
 QP0736'DESCRIBED BY MN DEPT OF TRANSP 1973
 QP0736'1.8 MI S FROM WILLMAR.
 QP0736'MARK IS LOCATED 1.8 MILES SOUTH ALONG T.H. 71 FROM THE JUNCTION OF
 QP0736'T.H. 71 AND T.H. 12 IN WILLMAR, 0.5 MILES SOUTH OF THE SOUTH JUNCTION
 QP0736'OF T.H. 71 AND T.H. 23, 73.6 FEET EAST OF THE CENTERLINE OF T.H. 71 AT
 QP0736'MILE POINT 121.3 (OPPOSITE THE SOUTH EDGE OF 26TH STREET SOUTHWEST),
 QP0736'65.3 FEET SOUTH OF A POWER POLE, 12 FEET NORTHEAST OF A REFERENCE
 QP0736'MARK, 0.5 FEET WEST OF A STEEL WITNESS POST, IN A CONCRETE MONUMENT
 QP0736'SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 26, T 119, R 35.
 QP0736
 QP0736                          STATION RECOVERY (1981)
 QP0736
 QP0736'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QP0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0330 ***********************************************************************
 PQ0330  DESIGNATION -  3411 M RESET
 PQ0330  PID         -  PQ0330
 PQ0330  STATE/COUNTY-  MN/KANDIYOHI
 PQ0330  USGS QUAD   -  BLOMKEST (1965)
 PQ0330
 PQ0330                         *CURRENT SURVEY CONTROL
 PQ0330  ___________________________________________________________________
 PQ0330* NAD 83(1986)-  44 55 13.     (N)    095 02 39.     (W)     SCALED    
 PQ0330* NAVD 88     -       339.459  (meters)    1113.71   (feet)  ADJUSTED  
 PQ0330  ___________________________________________________________________
 PQ0330  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 PQ0330  DYNAMIC HT  -         339.431 (meters)    1113.62  (feet)  COMP
 PQ0330  MODELED GRAV-     980,523.3   (mgal)                       NAVD 88
 PQ0330
 PQ0330  VERT ORDER  -  SECOND    CLASS 0
 PQ0330
 PQ0330.The horizontal coordinates were scaled from a topographic map and have
 PQ0330.an estimated accuracy of +/- 6 seconds.
 PQ0330
 PQ0330.The orthometric height was determined by differential leveling
 PQ0330.and adjusted by the National Geodetic Survey in June 1991..
 PQ0330
 PQ0330.The geoid height was determined by GEOID03.
 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     -   313,890.      717,560.      MT  (+/- 180 meters Scaled)
 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: 15TUK386761(NAD 83)
 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: MNHD  
 PQ0330_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0330+STABILITY: SURFACE MOTION
 PQ0330
 PQ0330  HISTORY     - Date     Condition        Report By
 PQ0330  HISTORY     - 1972     MONUMENTED       MNHD
 PQ0330  HISTORY     - 19780724 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0328 ***********************************************************************
 PQ0328  DESIGNATION -  3411 N
 PQ0328  PID         -  PQ0328
 PQ0328  STATE/COUNTY-  MN/KANDIYOHI
 PQ0328  USGS QUAD   -  BLOMKEST (1965)
 PQ0328
 PQ0328                         *CURRENT SURVEY CONTROL
 PQ0328  ___________________________________________________________________
 PQ0328* NAD 83(1986)-  44 53 53.     (N)    095 02 36.     (W)     SCALED    
 PQ0328* NAVD 88     -       342.835  (meters)    1124.78   (feet)  ADJUSTED  
 PQ0328  ___________________________________________________________________
 PQ0328  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 PQ0328  DYNAMIC HT  -         342.805 (meters)    1124.69  (feet)  COMP
 PQ0328  MODELED GRAV-     980,519.1   (mgal)                       NAVD 88
 PQ0328
 PQ0328  VERT ORDER  -  SECOND    CLASS 0
 PQ0328
 PQ0328.The horizontal coordinates were scaled from a topographic map and have
 PQ0328.an estimated accuracy of +/- 6 seconds.
 PQ0328
 PQ0328.The orthometric height was determined by differential leveling
 PQ0328.and adjusted by the National Geodetic Survey in June 1991..
 PQ0328
 PQ0328.The geoid height was determined by GEOID03.
 PQ0328
 PQ0328.The dynamic height is computed by dividing the NAVD 88
 PQ0328.geopotential number by the normal gravity value computed on the
 PQ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0328.degrees latitude (g = 980.6199 gals.).
 PQ0328
 PQ0328.The modeled gravity was interpolated from observed gravity values.
 PQ0328
 PQ0328;                    North         East    Units  Estimated Accuracy
 PQ0328;SPC MN S     -   311,420.      717,600.      MT  (+/- 180 meters Scaled)
 PQ0328
 PQ0328                          SUPERSEDED SURVEY CONTROL
 PQ0328
 PQ0328  NGVD 29 (??/??/92)  342.673  (m)         1124.25   (f) ADJ UNCH    2 0
 PQ0328
 PQ0328.Superseded values are not recommended for survey control.
 PQ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0328.See file dsdata.txt to determine how the superseded data were derived.
 PQ0328
 PQ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK386736(NAD 83)
 PQ0328_MARKER: DD = SURVEY DISK
 PQ0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PQ0328_SP_SET: CATTLE PASS
 PQ0328_STAMPING: 3411 N 1948
 PQ0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0328
 PQ0328  HISTORY     - Date     Condition        Report By
 PQ0328  HISTORY     - 1948     MONUMENTED       MNDT
 PQ0328  HISTORY     - 1972     GOOD             MNDT
 PQ0328
 PQ0328                          STATION DESCRIPTION
 PQ0328
 PQ0328'DESCRIBED BY MN DEPT OF TRANSP 1972
 PQ0328'4.0 MI SW FROM BLOMKEST.
 PQ0328'MONUMENT IS LOCATED 2.5 MILES SOUTH ALONG T.H. 71 FROM JCT. T.H. 71
 PQ0328'AND 7 IN THE CENTER OF THE EAST HEADWALL OF A 4 FOOT BY 6 FOOT CATTLE
 PQ0328'PASS, 24 FEET EAST AND 14 INCHES BELOW THE CENTERLINE OF T.H. 71
 PQ0328'(STATION 456+09), AT MILE POINT 107.8.  140 FEET NO, OF W1/4 COR.
 PQ0328'SECTION 35, T 117N, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0731 ***********************************************************************
 QP0731  DESIGNATION -  3411 P
 QP0731  PID         -  QP0731
 QP0731  STATE/COUNTY-  MN/KANDIYOHI
 QP0731  USGS QUAD   -  WILLMAR (1994)
 QP0731
 QP0731                         *CURRENT SURVEY CONTROL
 QP0731  ___________________________________________________________________
 QP0731* NAD 83(1986)-  45 03 23.     (N)    095 02 35.     (W)     SCALED    
 QP0731* NAVD 88     -       342.204  (meters)    1122.71   (feet)  ADJUSTED  
 QP0731  ___________________________________________________________________
 QP0731  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP0731  DYNAMIC HT  -         342.178 (meters)    1122.63  (feet)  COMP
 QP0731  MODELED GRAV-     980,531.5   (mgal)                       NAVD 88
 QP0731
 QP0731  VERT ORDER  -  SECOND    CLASS 0
 QP0731
 QP0731.The horizontal coordinates were scaled from a topographic map and have
 QP0731.an estimated accuracy of +/- 6 seconds.
 QP0731
 QP0731.The orthometric height was determined by differential leveling
 QP0731.and adjusted by the National Geodetic Survey in June 1991..
 QP0731
 QP0731.The geoid height was determined by GEOID03.
 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     -   329,020.      717,840.      MT  (+/- 180 meters Scaled)
 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: 15TUK391912(NAD 83)
 QP0731_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0731+STABILITY: SURFACE MOTION
 QP0731
 QP0731  HISTORY     - Date     Condition        Report By
 QP0731  HISTORY     - 1972     MONUMENTED       MNDT
 QP0731
 QP0731                          STATION DESCRIPTION
 QP0731
 QP0731'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0727 ***********************************************************************
 QP0727  DESIGNATION -  3411 Q
 QP0727  PID         -  QP0727
 QP0727  STATE/COUNTY-  MN/KANDIYOHI
 QP0727  USGS QUAD   -  WILLMAR (1994)
 QP0727
 QP0727                         *CURRENT SURVEY CONTROL
 QP0727  ___________________________________________________________________
 QP0727* NAD 83(1986)-  45 00 58.     (N)    095 02 37.     (W)     SCALED    
 QP0727* NAVD 88     -       342.881  (meters)    1124.94   (feet)  ADJUSTED  
 QP0727  ___________________________________________________________________
 QP0727  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP0727  DYNAMIC HT  -         342.855 (meters)    1124.85  (feet)  COMP
 QP0727  MODELED GRAV-     980,529.5   (mgal)                       NAVD 88
 QP0727
 QP0727  VERT ORDER  -  SECOND    CLASS 0
 QP0727
 QP0727.The horizontal coordinates were scaled from a topographic map and have
 QP0727.an estimated accuracy of +/- 6 seconds.
 QP0727
 QP0727.The orthometric height was determined by differential leveling
 QP0727.and adjusted by the National Geodetic Survey in June 1991..
 QP0727
 QP0727.The geoid height was determined by GEOID03.
 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     -   324,540.      717,740.      MT  (+/- 180 meters Scaled)
 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: 15TUK389867(NAD 83)
 QP0727_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0727+STABILITY: SURFACE MOTION
 QP0727
 QP0727  HISTORY     - Date     Condition        Report By
 QP0727  HISTORY     - 1972     MONUMENTED       MNDT
 QP0727
 QP0727                          STATION DESCRIPTION
 QP0727
 QP0727'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0337 ***********************************************************************
 PQ0337  DESIGNATION -  3411 R
 PQ0337  PID         -  PQ0337
 PQ0337  STATE/COUNTY-  MN/KANDIYOHI
 PQ0337  USGS QUAD   -  BLOMKEST (1965)
 PQ0337
 PQ0337                         *CURRENT SURVEY CONTROL
 PQ0337  ___________________________________________________________________
 PQ0337* NAD 83(1986)-  44 59 00.     (N)    095 02 38.     (W)     SCALED    
 PQ0337* NAVD 88     -       339.330  (meters)    1113.29   (feet)  ADJUSTED  
 PQ0337  ___________________________________________________________________
 PQ0337  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 PQ0337  DYNAMIC HT  -         339.304 (meters)    1113.20  (feet)  COMP
 PQ0337  MODELED GRAV-     980,530.3   (mgal)                       NAVD 88
 PQ0337
 PQ0337  VERT ORDER  -  SECOND    CLASS 0
 PQ0337
 PQ0337.The horizontal coordinates were scaled from a topographic map and have
 PQ0337.an estimated accuracy of +/- 6 seconds.
 PQ0337
 PQ0337.The orthometric height was determined by differential leveling
 PQ0337.and adjusted by the National Geodetic Survey in June 1991..
 PQ0337
 PQ0337.The geoid height was determined by GEOID03.
 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     -   320,900.      717,680.      MT  (+/- 180 meters Scaled)
 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: 15TUK388831(NAD 83)
 PQ0337_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0337+STABILITY: SURFACE MOTION
 PQ0337
 PQ0337  HISTORY     - Date     Condition        Report By
 PQ0337  HISTORY     - 1972     MONUMENTED       MNDT
 PQ0337
 PQ0337                          STATION DESCRIPTION
 PQ0337
 PQ0337'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0332 ***********************************************************************
 PQ0332  DESIGNATION -  3411 S
 PQ0332  PID         -  PQ0332
 PQ0332  STATE/COUNTY-  MN/KANDIYOHI
 PQ0332  USGS QUAD   -  BLOMKEST (1965)
 PQ0332
 PQ0332                         *CURRENT SURVEY CONTROL
 PQ0332  ___________________________________________________________________
 PQ0332* NAD 83(1996)-  44 56 47.08243(N)    095 02 38.74133(W)     ADJUSTED  
 PQ0332* NAVD 88     -       337.047  (meters)    1105.80   (feet)  ADJUSTED  
 PQ0332  ___________________________________________________________________
 PQ0332  X           -    -397,586.758 (meters)                     COMP
 PQ0332  Y           -  -4,504,507.254 (meters)                     COMP
 PQ0332  Z           -   4,483,354.571 (meters)                     COMP
 PQ0332  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 PQ0332  ELLIP HEIGHT-         310.26  (meters)          (06/12/06) GPS OBS
 PQ0332  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 PQ0332  DYNAMIC HT  -         337.020 (meters)    1105.71  (feet)  COMP
 PQ0332  MODELED GRAV-     980,527.1   (mgal)                       NAVD 88
 PQ0332
 PQ0332  HORZ ORDER  -  FIRST
 PQ0332  VERT ORDER  -  SECOND    CLASS 0
 PQ0332  ELLP ORDER  -  FOURTH    CLASS I
 PQ0332
 PQ0332.The horizontal coordinates were established by GPS observations
 PQ0332.and adjusted by the MN DEPT OF TRANSP in June 2006..
 PQ0332
 PQ0332.The orthometric height was determined by differential leveling
 PQ0332.and adjusted by the National Geodetic Survey in June 1991..
 PQ0332
 PQ0332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0332
 PQ0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0332
 PQ0332.The ellipsoidal height was determined by GPS observations
 PQ0332.and is referenced to NAD 83.
 PQ0332
 PQ0332.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ0332;SPC MN S     -   316,797.926   717,605.909   MT  0.99995216   -0 43 54.6
 PQ0332;UTM  15      - 4,979,029.982   338,743.842   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  =   0.99987112
 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  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: 15TUK3874479030(NAD 83)
 PQ0332_MARKER: DB = BENCH MARK DISK
 PQ0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0332_SP_SET: CONCRETE POST
 PQ0332_STAMPING: 3411 S 1972
 PQ0332_MARK LOGO: MNHD  
 PQ0332_PROJECTION: RECESSED 30 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 - December 13, 2005
 PQ0332
 PQ0332  HISTORY     - Date     Condition        Report By
 PQ0332  HISTORY     - 1972     MONUMENTED       MNHD
 PQ0332  HISTORY     - 19780724 GOOD             MNDT
 PQ0332  HISTORY     - 20051213 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0329 ***********************************************************************
 PQ0329  DESIGNATION -  3411 T
 PQ0329  PID         -  PQ0329
 PQ0329  STATE/COUNTY-  MN/KANDIYOHI
 PQ0329  USGS QUAD   -  BLOMKEST (1965)
 PQ0329
 PQ0329                         *CURRENT SURVEY CONTROL
 PQ0329  ___________________________________________________________________
 PQ0329* NAD 83(1986)-  44 54 21.     (N)    095 02 38.     (W)     SCALED    
 PQ0329* NAVD 88     -       342.523  (meters)    1123.76   (feet)  ADJUSTED  
 PQ0329  ___________________________________________________________________
 PQ0329  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 PQ0329  DYNAMIC HT  -         342.493 (meters)    1123.66  (feet)  COMP
 PQ0329  MODELED GRAV-     980,520.6   (mgal)                       NAVD 88
 PQ0329
 PQ0329  VERT ORDER  -  SECOND    CLASS 0
 PQ0329
 PQ0329.The horizontal coordinates were scaled from a topographic map and have
 PQ0329.an estimated accuracy of +/- 6 seconds.
 PQ0329
 PQ0329.The orthometric height was determined by differential leveling
 PQ0329.and adjusted by the National Geodetic Survey in June 1991..
 PQ0329
 PQ0329.The geoid height was determined by GEOID03.
 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     -   312,290.      717,570.      MT  (+/- 180 meters Scaled)
 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: 15TUK386745(NAD 83)
 PQ0329_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0329+STABILITY: SURFACE MOTION
 PQ0329
 PQ0329  HISTORY     - Date     Condition        Report By
 PQ0329  HISTORY     - 1972     MONUMENTED       MNDT
 PQ0329
 PQ0329                          STATION DESCRIPTION
 PQ0329
 PQ0329'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0326 ***********************************************************************
 PQ0326  DESIGNATION -  3411 U
 PQ0326  PID         -  PQ0326
 PQ0326  STATE/COUNTY-  MN/KANDIYOHI
 PQ0326  USGS QUAD   -  BLOMKEST (1965)
 PQ0326
 PQ0326                         *CURRENT SURVEY CONTROL
 PQ0326  ___________________________________________________________________
 PQ0326* NAD 83(1986)-  44 53 30.     (N)    095 02 14.     (W)     SCALED    
 PQ0326* NAVD 88     -       342.542  (meters)    1123.82   (feet)  ADJUSTED  
 PQ0326  ___________________________________________________________________
 PQ0326  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 PQ0326  DYNAMIC HT  -         342.512 (meters)    1123.72  (feet)  COMP
 PQ0326  MODELED GRAV-     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
 PQ0326.and adjusted by the National Geodetic Survey in June 1991..
 PQ0326
 PQ0326.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1681 ***********************************************************************
 QP1681  DESIGNATION -  3411 V
 QP1681  PID         -  QP1681
 QP1681  STATE/COUNTY-  MN/KANDIYOHI
 QP1681  USGS QUAD   -  WILLMAR (1994)
 QP1681
 QP1681                         *CURRENT SURVEY CONTROL
 QP1681  ___________________________________________________________________
 QP1681* NAD 83(1986)-  45 05 17.     (N)    095 02 32.     (W)     SCALED    
 QP1681* NAVD 88     -       349.154  (meters)    1145.52   (feet)  ADJUSTED  
 QP1681  ___________________________________________________________________
 QP1681  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 QP1681  DYNAMIC HT  -         349.129 (meters)    1145.43  (feet)  COMP
 QP1681  MODELED GRAV-     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
 QP1681.and adjusted by the National Geodetic Survey in June 1991..
 QP1681
 QP1681.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1680 ***********************************************************************
 QP1680  DESIGNATION -  3411 V 1
 QP1680  PID         -  QP1680
 QP1680  STATE/COUNTY-  MN/KANDIYOHI
 QP1680  USGS QUAD   -  WILLMAR (1994)
 QP1680
 QP1680                         *CURRENT SURVEY CONTROL
 QP1680  ___________________________________________________________________
 QP1680* NAD 83(1986)-  45 05 19.     (N)    095 02 32.     (W)     SCALED    
 QP1680* NAVD 88     -       348.554  (meters)    1143.55   (feet)  ADJUSTED  
 QP1680  ___________________________________________________________________
 QP1680  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 QP1680  DYNAMIC HT  -         348.529 (meters)    1143.47  (feet)  COMP
 QP1680  MODELED GRAV-     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
 QP1680.and adjusted by the National Geodetic Survey in June 1991..
 QP1680
 QP1680.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1682 ***********************************************************************
 QP1682  DESIGNATION -  3411 W
 QP1682  PID         -  QP1682
 QP1682  STATE/COUNTY-  MN/KANDIYOHI
 QP1682  USGS QUAD   -  WILLMAR (1994)
 QP1682
 QP1682                         *CURRENT SURVEY CONTROL
 QP1682  ___________________________________________________________________
 QP1682* NAD 83(1986)-  45 05 17.     (N)    095 02 34.     (W)     SCALED    
 QP1682* NAVD 88     -       349.214  (meters)    1145.71   (feet)  ADJUSTED  
 QP1682  ___________________________________________________________________
 QP1682  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 QP1682  DYNAMIC HT  -         349.188 (meters)    1145.63  (feet)  COMP
 QP1682  MODELED GRAV-     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
 QP1682.and adjusted by the National Geodetic Survey in June 1991..
 QP1682
 QP1682.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1683 ***********************************************************************
 QP1683  DESIGNATION -  3411 W 1
 QP1683  PID         -  QP1683
 QP1683  STATE/COUNTY-  MN/KANDIYOHI
 QP1683  USGS QUAD   -  WILLMAR (1994)
 QP1683
 QP1683                         *CURRENT SURVEY CONTROL
 QP1683  ___________________________________________________________________
 QP1683* NAD 83(1986)-  45 05 19.     (N)    095 02 34.     (W)     SCALED    
 QP1683* NAVD 88     -       348.675  (meters)    1143.94   (feet)  ADJUSTED  
 QP1683  ___________________________________________________________________
 QP1683  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 QP1683  DYNAMIC HT  -         348.650 (meters)    1143.86  (feet)  COMP
 QP1683  MODELED GRAV-     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
 QP1683.and adjusted by the National Geodetic Survey in June 1991..
 QP1683
 QP1683.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1688 ***********************************************************************
 QP1688  DESIGNATION -  3411 X
 QP1688  PID         -  QP1688
 QP1688  STATE/COUNTY-  MN/KANDIYOHI
 QP1688  USGS QUAD   -  WILLMAR (1994)
 QP1688
 QP1688                         *CURRENT SURVEY CONTROL
 QP1688  ___________________________________________________________________
 QP1688* NAD 83(1986)-  45 06 37.     (N)    095 00 49.     (W)     SCALED    
 QP1688* NAVD 88     -       351.330  (meters)    1152.66   (feet)  ADJUSTED  
 QP1688  ___________________________________________________________________
 QP1688  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 QP1688  DYNAMIC HT  -         351.304 (meters)    1152.57  (feet)  COMP
 QP1688  MODELED GRAV-     980,531.8   (mgal)                       NAVD 88
 QP1688
 QP1688  VERT ORDER  -  SECOND    CLASS II
 QP1688
 QP1688.The horizontal coordinates were scaled from a topographic map and have
 QP1688.an estimated accuracy of +/- 6 seconds.
 QP1688
 QP1688.The orthometric height was determined by differential leveling
 QP1688.and adjusted by the National Geodetic Survey in June 1991..
 QP1688
 QP1688.The geoid height was determined by GEOID03.
 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     -   334,980.      720,240.      MT  (+/- 180 meters Scaled)
 QP1688
 QP1688                          SUPERSEDED SURVEY CONTROL
 QP1688
 QP1688.No superseded survey control is available for this station.
 QP1688
 QP1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK416971(NAD 83)
 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_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1688
 QP1688  HISTORY     - Date     Condition        Report By
 QP1688  HISTORY     - 1981     MONUMENTED       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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5724 ***********************************************************************
 DE5724  DESIGNATION -  3413 F
 DE5724  PID         -  DE5724
 DE5724  STATE/COUNTY-  MN/KANDIYOHI
 DE5724  USGS QUAD   -  NEW LONDON (1967)
 DE5724
 DE5724                         *CURRENT SURVEY CONTROL
 DE5724  ___________________________________________________________________
 DE5724* NAD 83(1996)-  45 18 08.71943(N)    094 54 22.12079(W)     ADJUSTED  
 DE5724* NAVD 88     -       374.7    (meters)    1229.     (feet)  GPS OBS   
 DE5724  ___________________________________________________________________
 DE5724  X           -    -384,344.481 (meters)                     COMP
 DE5724  Y           -  -4,477,541.958 (meters)                     COMP
 DE5724  Z           -   4,511,298.469 (meters)                     COMP
 DE5724  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 DE5724  ELLIP HEIGHT-         347.93  (meters)          (06/26/02) GPS OBS
 DE5724  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DE5724
 DE5724  HORZ ORDER  -  FIRST
 DE5724  ELLP ORDER  -  FOURTH    CLASS I
 DE5724
 DE5724.The horizontal coordinates were established by GPS observations
 DE5724.and adjusted by the MN DEPT OF TRANSP in June 2002..
 DE5724
 DE5724.The orthometric height was determined by GPS observations and a
 DE5724.high-resolution geoid model.
 DE5724
 DE5724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5724
 DE5724.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5724
 DE5724.The ellipsoidal height was determined by GPS observations
 DE5724.and is referenced to NAD 83.
 DE5724
 DE5724.The geoid height was determined by GEOID03.
 DE5724
 DE5724;                    North         East     Units Scale Factor Converg.
 DE5724;SPC MN S     -   356,229.870   728,930.252   MT  1.00001987   -0 38 06.5
 DE5724;UTM  15      - 5,018,313.881   350,559.304   MT  0.99987459   -1 21 18.7
 DE5724
 DE5724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5724!SPC MN S     -   0.99994545  x   1.00001987  =   0.99996532
 DE5724!UTM  15      -   0.99994545  x   0.99987459  =   0.99982005
 DE5724
 DE5724:                Primary Azimuth Mark                     Grid Az
 DE5724:SPC MN S     -  3413 G                                   246 52 32.6
 DE5724:UTM  15      -  3413 G                                   247 35 44.8
 DE5724
 DE5724|---------------------------------------------------------------------|
 DE5724| PID    Reference Object                     Distance      Geod. Az  |
 DE5724|                                                           dddmmss.s |
 DE5724| DE5725 3413 G                              APPROX. 1.3 KM 2461426.1 |
 DE5724|---------------------------------------------------------------------|
 DE5724
 DE5724                          SUPERSEDED SURVEY CONTROL
 DE5724
 DE5724.No superseded survey control is available for this station.
 DE5724
 DE5724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5055918314(NAD 83)
 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 - 2001
 DE5724_ROD/PIPE-DEPTH:  9.1 meters
 DE5724
 DE5724  HISTORY     - Date     Condition        Report By
 DE5724  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5725 ***********************************************************************
 DE5725  DESIGNATION -  3413 G
 DE5725  PID         -  DE5725
 DE5725  STATE/COUNTY-  MN/KANDIYOHI
 DE5725  USGS QUAD   -  NEW LONDON (1967)
 DE5725
 DE5725                         *CURRENT SURVEY CONTROL
 DE5725  ___________________________________________________________________
 DE5725* NAD 83(1996)-  45 17 51.46570(N)    094 55 17.64331(W)     ADJUSTED  
 DE5725* NAVD 88     -       374.2    (meters)    1228.     (feet)  GPS OBS   
 DE5725  ___________________________________________________________________
 DE5725  X           -    -385,582.186 (meters)                     COMP
 DE5725  Y           -  -4,477,815.198 (meters)                     COMP
 DE5725  Z           -   4,510,923.409 (meters)                     COMP
 DE5725  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 DE5725  ELLIP HEIGHT-         347.40  (meters)          (06/26/02) GPS OBS
 DE5725  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DE5725
 DE5725  HORZ ORDER  -  FIRST
 DE5725  ELLP ORDER  -  FOURTH    CLASS I
 DE5725
 DE5725.The horizontal coordinates were established by GPS observations
 DE5725.and adjusted by the MN DEPT OF TRANSP in June 2002..
 DE5725
 DE5725.The orthometric height was determined by GPS observations and a
 DE5725.high-resolution geoid model.
 DE5725
 DE5725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5725
 DE5725.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5725
 DE5725.The ellipsoidal height was determined by GPS observations
 DE5725.and is referenced to NAD 83.
 DE5725
 DE5725.The geoid height was determined by GEOID03.
 DE5725
 DE5725;                    North         East     Units Scale Factor Converg.
 DE5725;SPC MN S     -   355,710.767   727,714.664   MT  1.00001870   -0 38 45.4
 DE5725;UTM  15      - 5,017,810.168   349,337.463   MT  0.99987910   -1 21 57.8
 DE5725
 DE5725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5725!SPC MN S     -   0.99994554  x   1.00001870  =   0.99996424
 DE5725!UTM  15      -   0.99994554  x   0.99987910  =   0.99982464
 DE5725
 DE5725:                Primary Azimuth Mark                     Grid Az
 DE5725:SPC MN S     -  3413 F                                   066 52 32.1
 DE5725:UTM  15      -  3413 F                                   067 35 44.5
 DE5725
 DE5725|---------------------------------------------------------------------|
 DE5725| PID    Reference Object                     Distance      Geod. Az  |
 DE5725|                                                           dddmmss.s |
 DE5725| DE5724 3413 F                              APPROX. 1.3 KM 0661346.7 |
 DE5725|---------------------------------------------------------------------|
 DE5725
 DE5725                          SUPERSEDED SURVEY CONTROL
 DE5725
 DE5725.No superseded survey control is available for this station.
 DE5725
 DE5725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4933717810(NAD 83)
 DE5725_MARKER: DD = SURVEY DISK
 DE5725_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5725_STAMPING: 3413 G 2001
 DE5725_MARK LOGO: MNDT  
 DE5725_PROJECTION: FLUSH
 DE5725_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5725+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE5725_ROD/PIPE-DEPTH:  3.0 meters
 DE5725
 DE5725  HISTORY     - Date     Condition        Report By
 DE5725  HISTORY     - 2001     MONUMENTED       MNDT
 DE5725
 DE5725                          STATION DESCRIPTION
 DE5725
 DE5725'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE5725'1 MI (1.6 KM) ENE OF NEW LONDON, 0.85 MI (1.37 KM) NE ALONG TH 23 FROM
 DE5725'THE JCT OF TH 9 IN NEW LONDON TO TH 23 MP 161.8 THENCE 0.15 MI (0.24
 DE5725'KM) EAST ON NORWAY WOODS CIR, 21.9 FT (6.7 M) NORTH OF NORWAY WOODS
 DE5725'CIR, 53 FT (16.2 M) NORTH OF P-PEDESTAL NO J6T2, 2.1 FT (0.6 M) EAST
 DE5725'OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5726 ***********************************************************************
 DE5726  DESIGNATION -  3413 H
 DE5726  PID         -  DE5726
 DE5726  STATE/COUNTY-  MN/KANDIYOHI
 DE5726  USGS QUAD   -  NEW LONDON (1967)
 DE5726
 DE5726                         *CURRENT SURVEY CONTROL
 DE5726  ___________________________________________________________________
 DE5726* NAD 83(1996)-  45 15 48.80373(N)    094 56 24.49585(W)     ADJUSTED  
 DE5726* NAVD 88     -       361.4    (meters)    1186.     (feet)  GPS OBS   
 DE5726  ___________________________________________________________________
 DE5726  X           -    -387,264.419 (meters)                     COMP
 DE5726  Y           -  -4,480,361.881 (meters)                     COMP
 DE5726  Z           -   4,508,249.670 (meters)                     COMP
 DE5726  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 DE5726  ELLIP HEIGHT-         334.59  (meters)          (06/26/02) GPS OBS
 DE5726  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DE5726
 DE5726  HORZ ORDER  -  FIRST
 DE5726  ELLP ORDER  -  FOURTH    CLASS I
 DE5726
 DE5726.The horizontal coordinates were established by GPS observations
 DE5726.and adjusted by the MN DEPT OF TRANSP in June 2002..
 DE5726
 DE5726.The orthometric height was determined by GPS observations and a
 DE5726.high-resolution geoid model.
 DE5726
 DE5726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5726
 DE5726.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5726
 DE5726.The ellipsoidal height was determined by GPS observations
 DE5726.and is referenced to NAD 83.
 DE5726
 DE5726.The geoid height was determined by GEOID03.
 DE5726
 DE5726;                    North         East     Units Scale Factor Converg.
 DE5726;SPC MN S     -   351,940.795   726,214.582   MT  1.00001058   -0 39 32.3
 DE5726;UTM  15      - 5,014,059.835   347,790.345   MT  0.99988486   -1 22 42.4
 DE5726
 DE5726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5726!SPC MN S     -   0.99994755  x   1.00001058  =   0.99995812
 DE5726!UTM  15      -   0.99994755  x   0.99988486  =   0.99983241
 DE5726
 DE5726                          SUPERSEDED SURVEY CONTROL
 DE5726
 DE5726.No superseded survey control is available for this station.
 DE5726
 DE5726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4779014060(NAD 83)
 DE5726_MARKER: DD = SURVEY DISK
 DE5726_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5726_STAMPING: 3413 H 2001
 DE5726_MARK LOGO: MNDT  
 DE5726_PROJECTION: FLUSH
 DE5726_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5726+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE5726_ROD/PIPE-DEPTH:  3.7 meters
 DE5726
 DE5726  HISTORY     - Date     Condition        Report By
 DE5726  HISTORY     - 2001     MONUMENTED       MNDT
 DE5726
 DE5726                          STATION DESCRIPTION
 DE5726
 DE5726'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE5726'2 MI (3.2 KM) NORTH OF SPICER, 2.15 MI (3.46 KM) NORTH ALONG TH 23
 DE5726'FROM THE JCT OF CO RD 10 IN SPICER TO TH 23 MP 158.85 THENCE 0.15 MI
 DE5726'(0.24 KM) EAST ON CO RD 30, 28.7 FT (8.7 M) NORTH OF CO RD 30, 14.8 FT
 DE5726'(4.5 M) NNE OF P-POLE, 11.2 FT (3.4 M) SOUTH OF SIDEWALK, 0.9 FT (27.4
 DE5726'CM) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5727 ***********************************************************************
 DE5727  DESIGNATION -  3413 J
 DE5727  PID         -  DE5727
 DE5727  STATE/COUNTY-  MN/KANDIYOHI
 DE5727  USGS QUAD   -  SPICER (1982)
 DE5727
 DE5727                         *CURRENT SURVEY CONTROL
 DE5727  ___________________________________________________________________
 DE5727* NAD 83(1996)-  45 14 13.49527(N)    094 56 24.04766(W)     ADJUSTED  
 DE5727* NAVD 88     -       356.9    (meters)    1171.     (feet)  GPS OBS   
 DE5727  ___________________________________________________________________
 DE5727  X           -    -387,434.360 (meters)                     COMP
 DE5727  Y           -  -4,482,441.499 (meters)                     COMP
 DE5727  Z           -   4,506,174.958 (meters)                     COMP
 DE5727  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DE5727  ELLIP HEIGHT-         330.09  (meters)          (06/26/02) GPS OBS
 DE5727  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DE5727
 DE5727  HORZ ORDER  -  FIRST
 DE5727  ELLP ORDER  -  FOURTH    CLASS I
 DE5727
 DE5727.The horizontal coordinates were established by GPS observations
 DE5727.and adjusted by the MN DEPT OF TRANSP in June 2002..
 DE5727
 DE5727.The orthometric height was determined by GPS observations and a
 DE5727.high-resolution geoid model.
 DE5727
 DE5727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5727
 DE5727.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5727
 DE5727.The ellipsoidal height was determined by GPS observations
 DE5727.and is referenced to NAD 83.
 DE5727
 DE5727.The geoid height was determined by GEOID03.
 DE5727
 DE5727;                    North         East     Units Scale Factor Converg.
 DE5727;SPC MN S     -   348,998.560   726,190.518   MT  1.00000452   -0 39 32.0
 DE5727;UTM  15      - 5,011,118.494   347,729.361   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.No superseded survey control is available for this station.
 DE5727
 DE5727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4772911118(NAD 83)
 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 - 2001
 DE5727_ROD/PIPE-DEPTH: 13.7 meters
 DE5727
 DE5727  HISTORY     - Date     Condition        Report By
 DE5727  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5728 ***********************************************************************
 DE5728  DESIGNATION -  3413 K
 DE5728  PID         -  DE5728
 DE5728  STATE/COUNTY-  MN/KANDIYOHI
 DE5728  USGS QUAD   -  SPICER (1982)
 DE5728
 DE5728                         *CURRENT SURVEY CONTROL
 DE5728  ___________________________________________________________________
 DE5728* NAD 83(1996)-  45 12 49.93422(N)    094 56 43.91672(W)     ADJUSTED  
 DE5728* NAVD 88     -       363.3    (meters)    1192.     (feet)  GPS OBS   
 DE5728  ___________________________________________________________________
 DE5728  X           -    -388,024.406 (meters)                     COMP
 DE5728  Y           -  -4,484,233.141 (meters)                     COMP
 DE5728  Z           -   4,504,362.506 (meters)                     COMP
 DE5728  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DE5728  ELLIP HEIGHT-         336.46  (meters)          (06/26/02) GPS OBS
 DE5728  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DE5728
 DE5728  HORZ ORDER  -  FIRST
 DE5728  ELLP ORDER  -  FOURTH    CLASS I
 DE5728
 DE5728.The horizontal coordinates were established by GPS observations
 DE5728.and adjusted by the MN DEPT OF TRANSP in June 2002..
 DE5728
 DE5728.The orthometric height was determined by GPS observations and a
 DE5728.high-resolution geoid model.
 DE5728
 DE5728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5728
 DE5728.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5728
 DE5728.The ellipsoidal height was determined by GPS observations
 DE5728.and is referenced to NAD 83.
 DE5728
 DE5728.The geoid height was determined by GEOID03.
 DE5728
 DE5728;                    North         East     Units Scale Factor Converg.
 DE5728;SPC MN S     -   346,424.099   725,727.335   MT  0.99999939   -0 39 45.9
 DE5728;UTM  15      - 5,008,550.342   347,233.984   MT  0.99988695   -1 22 51.9
 DE5728
 DE5728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5728!SPC MN S     -   0.99994725  x   0.99999939  =   0.99994664
 DE5728!UTM  15      -   0.99994725  x   0.99988695  =   0.99983421
 DE5728
 DE5728:                Primary Azimuth Mark                     Grid Az
 DE5728:SPC MN S     -  3413 A                                   014 10 29.9
 DE5728:UTM  15      -  3413 A                                   014 53 35.9
 DE5728
 DE5728|---------------------------------------------------------------------|
 DE5728| PID    Reference Object                     Distance      Geod. Az  |
 DE5728|                                                           dddmmss.s |
 DE5728| QP1628 3413 A                              APPROX. 1.1 KM 0133044.0 |
 DE5728|---------------------------------------------------------------------|
 DE5728
 DE5728                          SUPERSEDED SURVEY CONTROL
 DE5728
 DE5728.No superseded survey control is available for this station.
 DE5728
 DE5728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4723408550(NAD 83)
 DE5728_MARKER: DD = SURVEY DISK
 DE5728_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5728_STAMPING: 3413 K 2001
 DE5728_MARK LOGO: MNDT  
 DE5728_PROJECTION: RECESSED 3 CENTIMETERS
 DE5728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5728+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE5728_ROD/PIPE-DEPTH:  7.6 meters
 DE5728
 DE5728  HISTORY     - Date     Condition        Report By
 DE5728  HISTORY     - 2001     MONUMENTED       MNDT
 DE5728
 DE5728                          STATION DESCRIPTION
 DE5728
 DE5728'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE5728'1.5 MI (2.4 KM) SSW OF SPICER, 1.3 MI (2.1 KM) SSW ALONG TH 23 FROM
 DE5728'THE JCT OF CO RD 10 IN SPICER TO TH 23 MP 155.4 THENCE 0.05 MI (0.08
 DE5728'KM) SW ON 71ST ST NE, 21.7 FT (6.6 M) SE OF 71ST ST NE, 3.8 FT (1.2 M)
 DE5728'WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5729 ***********************************************************************
 DE5729  DESIGNATION -  3413 L
 DE5729  PID         -  DE5729
 DE5729  STATE/COUNTY-  MN/KANDIYOHI
 DE5729  USGS QUAD   -  SPICER (1982)
 DE5729
 DE5729                         *CURRENT SURVEY CONTROL
 DE5729  ___________________________________________________________________
 DE5729* NAD 83(1996)-  45 12 21.73212(N)    094 59 14.30641(W)     ADJUSTED  
 DE5729* NAVD 88     -       373.4    (meters)    1225.     (feet)  GPS OBS   
 DE5729  ___________________________________________________________________
 DE5729  X           -    -391,348.140 (meters)                     COMP
 DE5729  Y           -  -4,484,571.727 (meters)                     COMP
 DE5729  Z           -   4,503,756.301 (meters)                     COMP
 DE5729  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 DE5729  ELLIP HEIGHT-         346.60  (meters)          (06/26/02) GPS OBS
 DE5729  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DE5729
 DE5729  HORZ ORDER  -  FIRST
 DE5729  ELLP ORDER  -  FOURTH    CLASS I
 DE5729
 DE5729.The horizontal coordinates were established by GPS observations
 DE5729.and adjusted by the MN DEPT OF TRANSP in June 2002..
 DE5729
 DE5729.The orthometric height was determined by GPS observations and a
 DE5729.high-resolution geoid model.
 DE5729
 DE5729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5729
 DE5729.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5729
 DE5729.The ellipsoidal height was determined by GPS observations
 DE5729.and is referenced to NAD 83.
 DE5729
 DE5729.The geoid height was determined by GEOID03.
 DE5729
 DE5729;                    North         East     Units Scale Factor Converg.
 DE5729;SPC MN S     -   345,592.330   722,435.508   MT  0.99999769   -0 41 31.3
 DE5729;UTM  15      - 5,007,759.997   343,932.334   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.No superseded survey control is available for this station.
 DE5729
 DE5729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4393207760(NAD 83)
 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 10 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 - 2001
 DE5729_ROD/PIPE-DEPTH:  6.1 meters
 DE5729
 DE5729  HISTORY     - Date     Condition        Report By
 DE5729  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9483 ***********************************************************************
 AE9483  DESIGNATION -  3415 B
 AE9483  PID         -  AE9483
 AE9483  STATE/COUNTY-  MN/KANDIYOHI
 AE9483  USGS QUAD   -  PENNOCK (1958)
 AE9483
 AE9483                         *CURRENT SURVEY CONTROL
 AE9483  ___________________________________________________________________
 AE9483* NAD 83(1996)-  45 10 27.44364(N)    095 13 38.91162(W)     ADJUSTED  
 AE9483* NAVD 88     -       341.300  (meters)    1119.75   (feet)  ADJUSTED  
 AE9483  ___________________________________________________________________
 AE9483  X           -    -410,368.755 (meters)                     COMP
 AE9483  Y           -  -4,485,362.319 (meters)                     COMP
 AE9483  Z           -   4,501,247.023 (meters)                     COMP
 AE9483  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 AE9483  ELLIP HEIGHT-         314.70  (meters)          (05/11/98) GPS OBS
 AE9483  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AE9483  DYNAMIC HT  -         341.273 (meters)    1119.66  (feet)  COMP
 AE9483  MODELED GRAV-     980,529.9   (mgal)                       NAVD 88
 AE9483
 AE9483  HORZ ORDER  -  FIRST
 AE9483  VERT ORDER  -  SECOND    CLASS I
 AE9483  ELLP ORDER  -  FOURTH    CLASS I
 AE9483
 AE9483.The horizontal coordinates were established by GPS observations
 AE9483.and adjusted by the National Geodetic Survey in May 1998..
 AE9483
 AE9483.The orthometric height was determined by differential leveling
 AE9483.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9483
 AE9483.The ellipsoidal height was determined by GPS observations
 AE9483.and is referenced to NAD 83.
 AE9483
 AE9483.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9483;SPC MN S     -   342,320.160   703,515.806   MT  0.99999102   -0 51 37.3
 AE9483;UTM  15      - 5,004,725.746   324,974.130   MT  0.99997668   -1 34 48.9
 AE9483
 AE9483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9483!SPC MN S     -   0.99995066  x   0.99999102  =   0.99994168
 AE9483!UTM  15      -   0.99995066  x   0.99997668  =   0.99992734
 AE9483
 AE9483:                Primary Azimuth Mark                     Grid Az
 AE9483:SPC MN S     -  3415 C                                   003 24 47.2
 AE9483:UTM  15      -  3415 C                                   004 07 58.8
 AE9483
 AE9483|---------------------------------------------------------------------|
 AE9483| PID    Reference Object                     Distance      Geod. Az  |
 AE9483|                                                           dddmmss.s |
 AE9483| AE9484 3415 C                              APPROX. 1.2 KM 0023309.9 |
 AE9483|---------------------------------------------------------------------|
 AE9483
 AE9483                          SUPERSEDED SURVEY CONTROL
 AE9483
 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: 15TUL2497404726(NAD 83)
 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 = OCTOBER  6, 2006
 AE9484 ***********************************************************************
 AE9484  DESIGNATION -  3415 C
 AE9484  PID         -  AE9484
 AE9484  STATE/COUNTY-  MN/KANDIYOHI
 AE9484  USGS QUAD   -  PENNOCK (1958)
 AE9484
 AE9484                         *CURRENT SURVEY CONTROL
 AE9484  ___________________________________________________________________
 AE9484* NAD 83(1996)-  45 11 06.16664(N)    095 13 36.47038(W)     ADJUSTED  
 AE9484* NAVD 88     -       338.463  (meters)    1110.44   (feet)  ADJUSTED  
 AE9484  ___________________________________________________________________
 AE9484  X           -    -410,238.237 (meters)                     COMP
 AE9484  Y           -  -4,484,520.734 (meters)                     COMP
 AE9484  Z           -   4,502,087.681 (meters)                     COMP
 AE9484  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AE9484  ELLIP HEIGHT-         311.86  (meters)          (05/11/98) GPS OBS
 AE9484  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AE9484  DYNAMIC HT  -         338.437 (meters)    1110.36  (feet)  COMP
 AE9484  MODELED GRAV-     980,529.8   (mgal)                       NAVD 88
 AE9484
 AE9484  HORZ ORDER  -  FIRST
 AE9484  VERT ORDER  -  SECOND    CLASS I
 AE9484  ELLP ORDER  -  FOURTH    CLASS I
 AE9484
 AE9484.The horizontal coordinates were established by GPS observations
 AE9484.and adjusted by the National Geodetic Survey in May 1998..
 AE9484
 AE9484.The orthometric height was determined by differential leveling
 AE9484.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9484
 AE9484.The ellipsoidal height was determined by GPS observations
 AE9484.and is referenced to NAD 83.
 AE9484
 AE9484.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9484;SPC MN S     -   343,514.630   703,587.045   MT  0.99999324   -0 51 35.6
 AE9484;UTM  15      - 5,005,919.208   325,060.372   MT  0.99997631   -1 34 48.2
 AE9484
 AE9484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9484!SPC MN S     -   0.99995111  x   0.99999324  =   0.99994435
 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 47.2
 AE9484:UTM  15      -  3415 B                                   184 07 59.8
 AE9484
 AE9484|---------------------------------------------------------------------|
 AE9484| PID    Reference Object                     Distance      Geod. Az  |
 AE9484|                                                           dddmmss.s |
 AE9484| AE9483 3415 B                              APPROX. 1.2 KM 1823311.6 |
 AE9484|---------------------------------------------------------------------|
 AE9484
 AE9484                          SUPERSEDED SURVEY CONTROL
 AE9484
 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_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 = OCTOBER  6, 2006
 AE9485 ***********************************************************************
 AE9485  DESIGNATION -  3415 D
 AE9485  PID         -  AE9485
 AE9485  STATE/COUNTY-  MN/KANDIYOHI
 AE9485  USGS QUAD   -  PENNOCK (1958)
 AE9485
 AE9485                         *CURRENT SURVEY CONTROL
 AE9485  ___________________________________________________________________
 AE9485* NAD 83(1996)-  45 12 37.91672(N)    095 13 32.50703(W)     ADJUSTED  
 AE9485* NAVD 88     -       356.101  (meters)    1168.31   (feet)  ADJUSTED  
 AE9485  ___________________________________________________________________
 AE9485  X           -    -409,970.148 (meters)                     COMP
 AE9485  Y           -  -4,482,539.537 (meters)                     COMP
 AE9485  Z           -   4,504,096.208 (meters)                     COMP
 AE9485  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 AE9485  ELLIP HEIGHT-         329.52  (meters)          (05/11/98) GPS OBS
 AE9485  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AE9485  DYNAMIC HT  -         356.074 (meters)    1168.22  (feet)  COMP
 AE9485  MODELED GRAV-     980,529.5   (mgal)                       NAVD 88
 AE9485
 AE9485  HORZ ORDER  -  FIRST
 AE9485  VERT ORDER  -  SECOND    CLASS I
 AE9485  ELLP ORDER  -  FOURTH    CLASS I
 AE9485
 AE9485.The horizontal coordinates were established by GPS observations
 AE9485.and adjusted by the National Geodetic Survey in May 1998..
 AE9485
 AE9485.The orthometric height was determined by differential leveling
 AE9485.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9485
 AE9485.The ellipsoidal height was determined by GPS observations
 AE9485.and is referenced to NAD 83.
 AE9485
 AE9485.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9485;SPC MN S     -   346,345.420   703,716.029   MT  0.99999867   -0 51 32.8
 AE9485;UTM  15      - 5,008,748.095   325,224.939   MT  0.99997560   -1 34 47.9
 AE9485
 AE9485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9485!SPC MN S     -   0.99994834  x   0.99999867  =   0.99994701
 AE9485!UTM  15      -   0.99994834  x   0.99997560  =   0.99992394
 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  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: 15TUL2522508748(NAD 83)
 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 = OCTOBER  6, 2006
 AE9486 ***********************************************************************
 AE9486  DESIGNATION -  3415 E
 AE9486  PID         -  AE9486
 AE9486  STATE/COUNTY-  MN/KANDIYOHI
 AE9486  USGS QUAD   -  PENNOCK (1958)
 AE9486
 AE9486                         *CURRENT SURVEY CONTROL
 AE9486  ___________________________________________________________________
 AE9486* NAD 83(1996)-  45 13 30.29187(N)    095 13 39.87176(W)     ADJUSTED  
 AE9486* NAVD 88     -       351.229  (meters)    1152.32   (feet)  ADJUSTED  
 AE9486  ___________________________________________________________________
 AE9486  X           -    -410,025.312 (meters)                     COMP
 AE9486  Y           -  -4,481,378.550 (meters)                     COMP
 AE9486  Z           -   4,505,231.762 (meters)                     COMP
 AE9486  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 AE9486  ELLIP HEIGHT-         324.65  (meters)          (05/11/98) GPS OBS
 AE9486  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AE9486  DYNAMIC HT  -         351.202 (meters)    1152.24  (feet)  COMP
 AE9486  MODELED GRAV-     980,529.7   (mgal)                       NAVD 88
 AE9486
 AE9486  HORZ ORDER  -  FIRST
 AE9486  VERT ORDER  -  SECOND    CLASS I
 AE9486  ELLP ORDER  -  FOURTH    CLASS I
 AE9486
 AE9486.The horizontal coordinates were established by GPS observations
 AE9486.and adjusted by the National Geodetic Survey in May 1998..
 AE9486
 AE9486.The orthometric height was determined by differential leveling
 AE9486.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9486
 AE9486.The ellipsoidal height was determined by GPS observations
 AE9486.and is referenced to NAD 83.
 AE9486
 AE9486.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9486;SPC MN S     -   347,964.529   703,579.621   MT  1.00000185   -0 51 38.0
 AE9486;UTM  15      - 5,010,368.754   325,108.921   MT  0.99997610   -1 34 54.6
 AE9486
 AE9486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9486!SPC MN S     -   0.99994910  x   1.00000185  =   0.99995095
 AE9486!UTM  15      -   0.99994910  x   0.99997610  =   0.99992520
 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  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: 15TUL2510910369(NAD 83)
 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 = OCTOBER  6, 2006
 AE9487 ***********************************************************************
 AE9487  DESIGNATION -  3415 F
 AE9487  PID         -  AE9487
 AE9487  STATE/COUNTY-  MN/KANDIYOHI
 AE9487  USGS QUAD   -  PENNOCK (1958)
 AE9487
 AE9487                         *CURRENT SURVEY CONTROL
 AE9487  ___________________________________________________________________
 AE9487* NAD 83(1996)-  45 14 18.53693(N)    095 13 33.36223(W)     ADJUSTED  
 AE9487* NAVD 88     -       363.114  (meters)    1191.32   (feet)  ADJUSTED  
 AE9487  ___________________________________________________________________
 AE9487  X           -    -409,788.330 (meters)                     COMP
 AE9487  Y           -  -4,480,346.763 (meters)                     COMP
 AE9487  Z           -   4,506,289.141 (meters)                     COMP
 AE9487  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 AE9487  ELLIP HEIGHT-         336.54  (meters)          (05/11/98) GPS OBS
 AE9487  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AE9487  DYNAMIC HT  -         363.086 (meters)    1191.22  (feet)  COMP
 AE9487  MODELED GRAV-     980,529.9   (mgal)                       NAVD 88
 AE9487
 AE9487  HORZ ORDER  -  FIRST
 AE9487  VERT ORDER  -  SECOND    CLASS I
 AE9487  ELLP ORDER  -  FOURTH    CLASS I
 AE9487
 AE9487.The horizontal coordinates were established by GPS observations
 AE9487.and adjusted by the National Geodetic Survey in May 1998..
 AE9487
 AE9487.The orthometric height was determined by differential leveling
 AE9487.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9487
 AE9487.The ellipsoidal height was determined by GPS observations
 AE9487.and is referenced to NAD 83.
 AE9487
 AE9487.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9487;SPC MN S     -   349,451.618   703,743.954   MT  1.00000484   -0 51 33.4
 AE9487;UTM  15      - 5,011,853.614   325,291.959   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  =   0.99992255
 AE9487
 AE9487:                Primary Azimuth Mark                     Grid Az
 AE9487:SPC MN S     -  3415 E                                   186 18 21.4
 AE9487:UTM  15      -  3415 E                                   187 01 39.3
 AE9487
 AE9487|---------------------------------------------------------------------|
 AE9487| PID    Reference Object                     Distance      Geod. Az  |
 AE9487|                                                           dddmmss.s |
 AE9487| AE9486 3415 E                              APPROX. 1.5 KM 1852648.0 |
 AE9487|---------------------------------------------------------------------|
 AE9487
 AE9487                          SUPERSEDED SURVEY CONTROL
 AE9487
 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: 15TUL2529211854(NAD 83)
 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 = OCTOBER  6, 2006
 AE9488 ***********************************************************************
 AE9488  DESIGNATION -  3415 G
 AE9488  PID         -  AE9488
 AE9488  STATE/COUNTY-  MN/KANDIYOHI
 AE9488  USGS QUAD   -  SUNBURG (1967)
 AE9488
 AE9488                         *CURRENT SURVEY CONTROL
 AE9488  ___________________________________________________________________
 AE9488* NAD 83(1996)-  45 15 11.12756(N)    095 14 05.03446(W)     ADJUSTED  
 AE9488* NAVD 88     -       366.305  (meters)    1201.79   (feet)  ADJUSTED  
 AE9488  ___________________________________________________________________
 AE9488  X           -    -410,371.300 (meters)                     COMP
 AE9488  Y           -  -4,479,137.855 (meters)                     COMP
 AE9488  Z           -   4,507,434.562 (meters)                     COMP
 AE9488  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 AE9488  ELLIP HEIGHT-         339.75  (meters)          (05/11/98) GPS OBS
 AE9488  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AE9488  DYNAMIC HT  -         366.277 (meters)    1201.69  (feet)  COMP
 AE9488  MODELED GRAV-     980,531.1   (mgal)                       NAVD 88
 AE9488
 AE9488  HORZ ORDER  -  FIRST
 AE9488  VERT ORDER  -  SECOND    CLASS I
 AE9488  ELLP ORDER  -  FOURTH    CLASS I
 AE9488
 AE9488.The horizontal coordinates were established by GPS observations
 AE9488.and adjusted by the National Geodetic Survey in May 1998..
 AE9488
 AE9488.The orthometric height was determined by differential leveling
 AE9488.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9488
 AE9488.The ellipsoidal height was determined by GPS observations
 AE9488.and is referenced to NAD 83.
 AE9488
 AE9488.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9488;SPC MN S     -   351,085.380   703,077.753   MT  1.00000816   -0 51 55.6
 AE9488;UTM  15      - 5,013,495.591   324,646.414   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  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: 15TUL2464613496(NAD 83)
 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 = OCTOBER  6, 2006
 AE9489 ***********************************************************************
 AE9489  DESIGNATION -  3415 H
 AE9489  PID         -  AE9489
 AE9489  STATE/COUNTY-  MN/KANDIYOHI
 AE9489  USGS QUAD   -  SUNBURG (1967)
 AE9489
 AE9489                         *CURRENT SURVEY CONTROL
 AE9489  ___________________________________________________________________
 AE9489* NAD 83(1996)-  45 16 03.46030(N)    095 14 06.43721(W)     ADJUSTED  
 AE9489* NAVD 88     -       379.298  (meters)    1244.41   (feet)  ADJUSTED  
 AE9489  ___________________________________________________________________
 AE9489  X           -    -410,297.882 (meters)                     COMP
 AE9489  Y           -  -4,478,001.332 (meters)                     COMP
 AE9489  Z           -   4,508,581.044 (meters)                     COMP
 AE9489  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 AE9489  ELLIP HEIGHT-         352.75  (meters)          (05/11/98) GPS OBS
 AE9489  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AE9489  DYNAMIC HT  -         379.270 (meters)    1244.32  (feet)  COMP
 AE9489  MODELED GRAV-     980,532.1   (mgal)                       NAVD 88
 AE9489
 AE9489  HORZ ORDER  -  FIRST
 AE9489  VERT ORDER  -  SECOND    CLASS I
 AE9489  ELLP ORDER  -  FOURTH    CLASS I
 AE9489
 AE9489.The horizontal coordinates were established by GPS observations
 AE9489.and adjusted by the National Geodetic Survey in May 1998..
 AE9489
 AE9489.The orthometric height was determined by differential leveling
 AE9489.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9489
 AE9489.The ellipsoidal height was determined by GPS observations
 AE9489.and is referenced to NAD 83.
 AE9489
 AE9489.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9489;SPC MN S     -   352,701.256   703,071.579   MT  1.00001153   -0 51 56.6
 AE9489;UTM  15      - 5,015,111.365   324,660.611   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  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: 15TUL2466115111(NAD 83)
 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 = OCTOBER  6, 2006
 AE9490 ***********************************************************************
 AE9490  DESIGNATION -  3415 J
 AE9490  PID         -  AE9490
 AE9490  STATE/COUNTY-  MN/KANDIYOHI
 AE9490  USGS QUAD   -  SUNBURG (1967)
 AE9490
 AE9490                         *CURRENT SURVEY CONTROL
 AE9490  ___________________________________________________________________
 AE9490* NAD 83(1996)-  45 17 13.68674(N)    095 14 04.42385(W)     ADJUSTED  
 AE9490* NAVD 88     -       386.985  (meters)    1269.63   (feet)  ADJUSTED  
 AE9490  ___________________________________________________________________
 AE9490  X           -    -410,114.123 (meters)                     COMP
 AE9490  Y           -  -4,476,476.666 (meters)                     COMP
 AE9490  Z           -   4,510,112.163 (meters)                     COMP
 AE9490  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AE9490  ELLIP HEIGHT-         360.45  (meters)          (05/11/98) GPS OBS
 AE9490  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AE9490  DYNAMIC HT  -         386.958 (meters)    1269.54  (feet)  COMP
 AE9490  MODELED GRAV-     980,533.8   (mgal)                       NAVD 88
 AE9490
 AE9490  HORZ ORDER  -  FIRST
 AE9490  VERT ORDER  -  SECOND    CLASS I
 AE9490  ELLP ORDER  -  FOURTH    CLASS I
 AE9490
 AE9490.The horizontal coordinates were established by GPS observations
 AE9490.and adjusted by the National Geodetic Survey in May 1998..
 AE9490
 AE9490.The orthometric height was determined by differential leveling
 AE9490.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9490
 AE9490.The ellipsoidal height was determined by GPS observations
 AE9490.and is referenced to NAD 83.
 AE9490
 AE9490.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9490;SPC MN S     -   354,868.367   703,148.208   MT  1.00001616   -0 51 55.2
 AE9490;UTM  15      - 5,017,277.259   324,764.566   MT  0.99997757   -1 35 18.2
 AE9490
 AE9490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9490!SPC MN S     -   0.99994349  x   1.00001616  =   0.99995965
 AE9490!UTM  15      -   0.99994349  x   0.99997757  =   0.99992106
 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  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: 15TUL2476517277(NAD 83)
 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 = OCTOBER  6, 2006
 AE9491 ***********************************************************************
 AE9491  DESIGNATION -  3415 K
 AE9491  PID         -  AE9491
 AE9491  STATE/COUNTY-  MN/KANDIYOHI
 AE9491  USGS QUAD   -  SUNBURG (1967)
 AE9491
 AE9491                         *CURRENT SURVEY CONTROL
 AE9491  ___________________________________________________________________
 AE9491* NAD 83(1996)-  45 18 01.42073(N)    095 14 05.27838(W)     ADJUSTED  
 AE9491* NAVD 88     -       384.388  (meters)    1261.11   (feet)  ADJUSTED  
 AE9491  ___________________________________________________________________
 AE9491  X           -    -410,036.940 (meters)                     COMP
 AE9491  Y           -  -4,475,430.125 (meters)                     COMP
 AE9491  Z           -   4,511,147.032 (meters)                     COMP
 AE9491  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 AE9491  ELLIP HEIGHT-         357.86  (meters)          (05/11/98) GPS OBS
 AE9491  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AE9491  DYNAMIC HT  -         384.361 (meters)    1261.02  (feet)  COMP
 AE9491  MODELED GRAV-     980,535.4   (mgal)                       NAVD 88
 AE9491
 AE9491  HORZ ORDER  -  FIRST
 AE9491  VERT ORDER  -  SECOND    CLASS I
 AE9491  ELLP ORDER  -  FOURTH    CLASS I
 AE9491
 AE9491.The horizontal coordinates were established by GPS observations
 AE9491.and adjusted by the National Geodetic Survey in May 1998..
 AE9491
 AE9491.The orthometric height was determined by differential leveling
 AE9491.and adjusted by the National Geodetic Survey in September 1998..
 AE9491
 AE9491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9491
 AE9491.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9491
 AE9491.The ellipsoidal height was determined by GPS observations
 AE9491.and is referenced to NAD 83.
 AE9491
 AE9491.The geoid height was determined by GEOID03.
 AE9491
 AE9491.The dynamic height is computed by dividing the NAVD 88
 AE9491.geopotential number by the normal gravity value computed on the
 AE9491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9491.degrees latitude (g = 980.6199 gals.).
 AE9491
 AE9491.The modeled gravity was interpolated from observed gravity values.
 AE9491
 AE9491;                    North         East     Units Scale Factor Converg.
 AE9491;SPC MN S     -   356,342.128   703,151.848   MT  1.00001937   -0 51 55.8
 AE9491;UTM  15      - 5,018,750.797   324,786.807   MT  0.99997748   -1 35 20.1
 AE9491
 AE9491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9491!SPC MN S     -   0.99994390  x   1.00001937  =   0.99996327
 AE9491!UTM  15      -   0.99994390  x   0.99997748  =   0.99992138
 AE9491
 AE9491:                Primary Azimuth Mark                     Grid Az
 AE9491:SPC MN S     -  3415 J                                   180 08 29.4
 AE9491:UTM  15      -  3415 J                                   180 51 53.7
 AE9491
 AE9491|---------------------------------------------------------------------|
 AE9491| PID    Reference Object                     Distance      Geod. Az  |
 AE9491|                                                           dddmmss.s |
 AE9491| AE9490 3415 J                              APPROX. 1.5 KM 1791633.6 |
 AE9491|---------------------------------------------------------------------|
 AE9491
 AE9491                          SUPERSEDED SURVEY CONTROL
 AE9491
 AE9491  NAVD 88 (05/11/98)  384.39   (m)         1261.1    (f) LEVELING    3  
 AE9491
 AE9491.Superseded values are not recommended for survey control.
 AE9491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9491.See file dsdata.txt to determine how the superseded data were derived.
 AE9491
 AE9491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2478718751(NAD 83)
 AE9491_MARKER: DD = SURVEY DISK
 AE9491_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9491_STAMPING: 3415 K 1997
 AE9491_MARK LOGO: MNDT  
 AE9491_PROJECTION: FLUSH
 AE9491_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9491+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9491_ROD/PIPE-DEPTH:  6.1 meters
 AE9491
 AE9491  HISTORY     - Date     Condition        Report By
 AE9491  HISTORY     - 1997     MONUMENTED       MNDT
 AE9491
 AE9491                          STATION DESCRIPTION
 AE9491
 AE9491'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9491'THE MARK IS LOCATED 3.25 MI (5.23 KM) SOUTH OF SUNBURG, 3.55 MI (5.71
 AE9491'KM) SOUTH ALONG TH 104 FROM JCT TH 9 AND TH 104, AT TH 104 MP 10, 50
 AE9491'FT (15.2 M) WEST OF TH 104, 41 FT (12.5 M) NORTH OF DRIVEWAY, 17.3 FT
 AE9491'(5.3 M) NORTH OF P-POLE, 3.2 FT (1.0 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9492 ***********************************************************************
 AE9492  DESIGNATION -  3415 L
 AE9492  PID         -  AE9492
 AE9492  STATE/COUNTY-  MN/KANDIYOHI
 AE9492  USGS QUAD   -  SUNBURG (1967)
 AE9492
 AE9492                         *CURRENT SURVEY CONTROL
 AE9492  ___________________________________________________________________
 AE9492* NAD 83(1996)-  45 19 32.19555(N)    095 14 05.66504(W)     ADJUSTED  
 AE9492* NAVD 88     -       377.971  (meters)    1240.06   (feet)  ADJUSTED  
 AE9492  ___________________________________________________________________
 AE9492  X           -    -409,863.127 (meters)                     COMP
 AE9492  Y           -  -4,473,440.706 (meters)                     COMP
 AE9492  Z           -   4,513,113.310 (meters)                     COMP
 AE9492  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AE9492  ELLIP HEIGHT-         351.46  (meters)          (05/11/98) GPS OBS
 AE9492  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AE9492  DYNAMIC HT  -         377.946 (meters)    1239.98  (feet)  COMP
 AE9492  MODELED GRAV-     980,538.7   (mgal)                       NAVD 88
 AE9492
 AE9492  HORZ ORDER  -  FIRST
 AE9492  VERT ORDER  -  SECOND    CLASS I
 AE9492  ELLP ORDER  -  FOURTH    CLASS I
 AE9492
 AE9492.The horizontal coordinates were established by GPS observations
 AE9492.and adjusted by the National Geodetic Survey in May 1998..
 AE9492
 AE9492.The orthometric height was determined by differential leveling
 AE9492.and adjusted by the National Geodetic Survey in September 1998..
 AE9492
 AE9492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9492
 AE9492.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE9492
 AE9492.The ellipsoidal height was determined by GPS observations
 AE9492.and is referenced to NAD 83.
 AE9492
 AE9492.The geoid height was determined by GEOID03.
 AE9492
 AE9492.The dynamic height is computed by dividing the NAVD 88
 AE9492.geopotential number by the normal gravity value computed on the
 AE9492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9492.degrees latitude (g = 980.6199 gals.).
 AE9492
 AE9492.The modeled gravity was interpolated from observed gravity values.
 AE9492
 AE9492;                    North         East     Units Scale Factor Converg.
 AE9492;SPC MN S     -   359,144.366   703,185.760   MT  1.00002563   -0 51 56.1
 AE9492;UTM  15      - 5,021,552.257   324,856.109   MT  0.99997718   -1 35 22.8
 AE9492
 AE9492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9492!SPC MN S     -   0.99994490  x   1.00002563  =   0.99997053
 AE9492!UTM  15      -   0.99994490  x   0.99997718  =   0.99992208
 AE9492
 AE9492:                Primary Azimuth Mark                     Grid Az
 AE9492:SPC MN S     -  3415 M                                   000 03 14.1
 AE9492:UTM  15      -  3415 M                                   000 46 40.8
 AE9492
 AE9492|---------------------------------------------------------------------|
 AE9492| PID    Reference Object                     Distance      Geod. Az  |
 AE9492|                                                           dddmmss.s |
 AE9492| AE9493 3415 M                              APPROX. 1.6 KM 3591118.0 |
 AE9492|---------------------------------------------------------------------|
 AE9492
 AE9492                          SUPERSEDED SURVEY CONTROL
 AE9492
 AE9492  NAVD 88 (05/11/98)  377.98   (m)         1240.1    (f) LEVELING    3  
 AE9492
 AE9492.Superseded values are not recommended for survey control.
 AE9492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9492.See file dsdata.txt to determine how the superseded data were derived.
 AE9492
 AE9492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2485621552(NAD 83)
 AE9492_MARKER: DD = SURVEY DISK
 AE9492_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9492_STAMPING: 3415 L 1997
 AE9492_MARK LOGO: MNDT  
 AE9492_PROJECTION: FLUSH
 AE9492_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9492+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9492_ROD/PIPE-DEPTH:  4.6 meters
 AE9492
 AE9492  HISTORY     - Date     Condition        Report By
 AE9492  HISTORY     - 1997     MONUMENTED       MNDT
 AE9492
 AE9492                          STATION DESCRIPTION
 AE9492
 AE9492'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9492'THE MARK IS LOCATED 1.5 MI (2.4 KM) SOUTH OF SUNBURG, 1.8 MI (2.9 KM)
 AE9492'SOUTH ALONG TH 104 FROM JCT TH 9 AND TH 104, AT TH 104 MP 11.75, 43 FT
 AE9492'(13.1 M) WEST OF TH 104, 84 FT (25.6 M) SOUTH OF DRIVEWAY EAST, 44 FT
 AE9492'(13.4 M) SOUTH OF P-POLE, 4.4 FT (1.3 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9493 ***********************************************************************
 AE9493  DESIGNATION -  3415 M
 AE9493  PID         -  AE9493
 AE9493  STATE/COUNTY-  MN/KANDIYOHI
 AE9493  USGS QUAD   -  SUNBURG (1967)
 AE9493
 AE9493                         *CURRENT SURVEY CONTROL
 AE9493  ___________________________________________________________________
 AE9493* NAD 83(1996)-  45 20 25.17039(N)    095 14 06.72924(W)     ADJUSTED  
 AE9493* NAVD 88     -       388.426  (meters)    1274.36   (feet)  ADJUSTED  
 AE9493  ___________________________________________________________________
 AE9493  X           -    -409,780.744 (meters)                     COMP
 AE9493  Y           -  -4,472,287.586 (meters)                     COMP
 AE9493  Z           -   4,514,270.501 (meters)                     COMP
 AE9493  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AE9493  ELLIP HEIGHT-         361.93  (meters)          (05/11/98) GPS OBS
 AE9493  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AE9493  DYNAMIC HT  -         388.401 (meters)    1274.28  (feet)  COMP
 AE9493  MODELED GRAV-     980,540.8   (mgal)                       NAVD 88
 AE9493
 AE9493  HORZ ORDER  -  FIRST
 AE9493  VERT ORDER  -  SECOND    CLASS I
 AE9493  ELLP ORDER  -  FOURTH    CLASS I
 AE9493
 AE9493.The horizontal coordinates were established by GPS observations
 AE9493.and adjusted by the National Geodetic Survey in May 1998..
 AE9493
 AE9493.The orthometric height was determined by differential leveling
 AE9493.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AE9493
 AE9493.The ellipsoidal height was determined by GPS observations
 AE9493.and is referenced to NAD 83.
 AE9493
 AE9493.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE9493;SPC MN S     -   360,780.000   703,187.298   MT  1.00002937   -0 51 56.8
 AE9493;UTM  15      - 5,023,187.658   324,878.323   MT  0.99997708   -1 35 25.0
 AE9493
 AE9493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9493!SPC MN S     -   0.99994326  x   1.00002937  =   0.99997263
 AE9493!UTM  15      -   0.99994326  x   0.99997708  =   0.99992034
 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  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: 15TUL2487823188(NAD 83)
 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 = OCTOBER  6, 2006
 AC5980 ***********************************************************************
 AC5980  DESIGNATION -  3418 A
 AC5980  PID         -  AC5980
 AC5980  STATE/COUNTY-  MN/KANDIYOHI
 AC5980  USGS QUAD   -  LAKE HENRY (1967)
 AC5980
 AC5980                         *CURRENT SURVEY CONTROL
 AC5980  ___________________________________________________________________
 AC5980* NAD 83(1986)-  45 23 40.     (N)    094 47 00.     (W)     SCALED    
 AC5980* NAVD 88     -       388.577  (meters)    1274.86   (feet)  ADJUSTED  
 AC5980  ___________________________________________________________________
 AC5980  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AC5980  DYNAMIC HT  -         388.553 (meters)    1274.78  (feet)  COMP
 AC5980  MODELED GRAV-     980,543.6   (mgal)                       NAVD 88
 AC5980
 AC5980  VERT ORDER  -  SECOND    CLASS I
 AC5980
 AC5980.The horizontal coordinates were scaled from a topographic map and have
 AC5980.an estimated accuracy of +/- 6 seconds.
 AC5980
 AC5980.The orthometric height was determined by differential leveling
 AC5980.and adjusted by the National Geodetic Survey in March 1997..
 AC5980
 AC5980.The geoid height was determined by GEOID03.
 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     -   366,360.      738,660.      MT  (+/- 180 meters Scaled)
 AC5980
 AC5980                          SUPERSEDED SURVEY CONTROL
 AC5980
 AC5980.No superseded survey control is available for this station.
 AC5980
 AC5980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL604283(NAD 83)
 AC5980_MARKER: DD = SURVEY DISK
 AC5980_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC5980_SP_SET: CONCRETE FOOTING
 AC5980_STAMPING: 3418 A 1995
 AC5980_MARK LOGO: MNDT  
 AC5980_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5980_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5980+STABILITY: POSITION/ELEVATION WELL
 AC5980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5980+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5980
 AC5980  HISTORY     - Date     Condition        Report By
 AC5980  HISTORY     - 1995     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5981 ***********************************************************************
 AC5981  DESIGNATION -  3418 B
 AC5981  PID         -  AC5981
 AC5981  STATE/COUNTY-  MN/KANDIYOHI
 AC5981  USGS QUAD   -  LAKE HENRY (1967)
 AC5981
 AC5981                         *CURRENT SURVEY CONTROL
 AC5981  ___________________________________________________________________
 AC5981* NAD 83(1986)-  45 24 28.     (N)    094 46 59.     (W)     SCALED    
 AC5981* NAVD 88     -       389.995  (meters)    1279.51   (feet)  ADJUSTED  
 AC5981  ___________________________________________________________________
 AC5981  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 AC5981  DYNAMIC HT  -         389.972 (meters)    1279.43  (feet)  COMP
 AC5981  MODELED GRAV-     980,545.5   (mgal)                       NAVD 88
 AC5981
 AC5981  VERT ORDER  -  SECOND    CLASS I
 AC5981
 AC5981.The horizontal coordinates were scaled from a topographic map and have
 AC5981.an estimated accuracy of +/- 6 seconds.
 AC5981
 AC5981.The orthometric height was determined by differential leveling
 AC5981.and adjusted by the National Geodetic Survey in March 1997..
 AC5981
 AC5981.The geoid height was determined by GEOID03.
 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     -   367,840.      738,700.      MT  (+/- 180 meters Scaled)
 AC5981
 AC5981                          SUPERSEDED SURVEY CONTROL
 AC5981
 AC5981.No superseded survey control is available for this station.
 AC5981
 AC5981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL604297(NAD 83)
 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 = OCTOBER  6, 2006
 SK0247 ***********************************************************************
 SK0247  DESIGNATION -  347 BOLT
 SK0247  PID         -  SK0247
 SK0247  STATE/COUNTY-  MN/CASS
 SK0247  USGS QUAD   -  PIKE BAY (1996)
 SK0247
 SK0247                         *CURRENT SURVEY CONTROL
 SK0247  ___________________________________________________________________
 SK0247* NAD 83(1986)-  47 22 19.     (N)    094 35 41.     (W)     SCALED    
 SK0247* NAVD 88     -       404.979  (meters)    1328.67   (feet)  ADJUSTED  
 SK0247  ___________________________________________________________________
 SK0247  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 SK0247  DYNAMIC HT  -         405.021 (meters)    1328.81  (feet)  COMP
 SK0247  MODELED GRAV-     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
 SK0247.and adjusted by the National Geodetic Survey in June 1991..
 SK0247
 SK0247.The geoid height was determined by GEOID03.
 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_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             NGS
 SK0247  HISTORY     - 1972     MARK NOT FOUND   USGS
 SK0247
 SK0247                          STATION DESCRIPTION
 SK0247
 SK0247'DESCRIBED BY NATIONAL 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 = OCTOBER  6, 2006
 PP0870 ***********************************************************************
 PP0870  DESIGNATION -  35 1
 PP0870  PID         -  PP0870
 PP0870  STATE/COUNTY-  MN/DAKOTA
 PP0870  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0870
 PP0870                         *CURRENT SURVEY CONTROL
 PP0870  ___________________________________________________________________
 PP0870* NAD 83(1986)-  44 43 10.     (N)    093 16 52.     (W)     SCALED    
 PP0870* NAVD 88     -       308.028  (meters)    1010.59   (feet)  ADJUSTED  
 PP0870  ___________________________________________________________________
 PP0870  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 PP0870  DYNAMIC HT  -         308.009 (meters)    1010.53  (feet)  COMP
 PP0870  MODELED GRAV-     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
 PP0870.and adjusted by the National Geodetic Survey in June 1991..
 PP0870
 PP0870.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AJ8344 ***********************************************************************
 AJ8344  DESIGNATION -  35 DRL
 AJ8344  PID         -  AJ8344
 AJ8344  STATE/COUNTY-  MN/DOUGLAS
 AJ8344  USGS QUAD   -  OSAKIS (1977)
 AJ8344
 AJ8344                         *CURRENT SURVEY CONTROL
 AJ8344  ___________________________________________________________________
 AJ8344* NAD 83(1986)-  45 52 00.     (N)    095 14 10.     (W)     SCALED    
 AJ8344* NAVD 88     -       415.558  (meters)    1363.38   (feet)  ADJUSTED  
 AJ8344  ___________________________________________________________________
 AJ8344  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AJ8344  DYNAMIC HT  -         415.555 (meters)    1363.37  (feet)  COMP
 AJ8344  MODELED GRAV-     980,593.7   (mgal)                       NAVD 88
 AJ8344
 AJ8344  VERT ORDER  -  SECOND    CLASS I
 AJ8344
 AJ8344.The horizontal coordinates were scaled from a topographic map and have
 AJ8344.an estimated accuracy of +/- 6 seconds.
 AJ8344
 AJ8344.The orthometric height was determined by differential leveling
 AJ8344.and adjusted by the National Geodetic Survey in June 2004..
 AJ8344.No vertical observational check was made to the station.
 AJ8344
 AJ8344.The geoid height was determined by GEOID03.
 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     -   196,800.      723,440.      MT  (+/- 180 meters Scaled)
 AJ8344
 AJ8344                          SUPERSEDED SURVEY CONTROL
 AJ8344
 AJ8344.No superseded survey control is available for this station.
 AJ8344
 AJ8344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL264816(NAD 83)
 AJ8344_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 QP1971 ***********************************************************************
 QP1971  DESIGNATION -  35 KED
 QP1971  PID         -  QP1971
 QP1971  STATE/COUNTY-  MN/MEEKER
 QP1971  USGS QUAD   -  LITCHFIELD NORTH (1994)
 QP1971
 QP1971                         *CURRENT SURVEY CONTROL
 QP1971  ___________________________________________________________________
 QP1971* NAD 83(1986)-  45 09 11.     (N)    094 36 59.     (W)     SCALED    
 QP1971* NAVD 88     -       351.269  (meters)    1152.45   (feet)  ADJUSTED  
 QP1971  ___________________________________________________________________
 QP1971  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 QP1971  DYNAMIC HT  -         351.244 (meters)    1152.37  (feet)  COMP
 QP1971  MODELED GRAV-     980,534.9   (mgal)                       NAVD 88
 QP1971
 QP1971  VERT ORDER  -  SECOND    CLASS I
 QP1971
 QP1971.The horizontal coordinates were scaled from a topographic map and have
 QP1971.an estimated accuracy of +/- 6 seconds.
 QP1971
 QP1971.The orthometric height was determined by differential leveling
 QP1971.and adjusted by the National Geodetic Survey in June 1995..
 QP1971
 QP1971.The geoid height was determined by GEOID03.
 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     -   339,420.      751,530.      MT  (+/- 180 meters Scaled)
 QP1971
 QP1971                          SUPERSEDED SURVEY CONTROL
 QP1971
 QP1971.No superseded survey control is available for this station.
 QP1971
 QP1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL729012(NAD 83)
 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_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QP1971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1971+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 QP1971
 QP1971  HISTORY     - Date     Condition        Report By
 QP1971  HISTORY     - 1965     MONUMENTED       USGS
 QP1971  HISTORY     - 19780724 GOOD             MNDT
 QP1971  HISTORY     - 20021001 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0600 ***********************************************************************
 RN0600  DESIGNATION -  35 RC
 RN0600  PID         -  RN0600
 RN0600  STATE/COUNTY-  MN/PINE
 RN0600  USGS QUAD   -  HINCKLEY (1991)
 RN0600
 RN0600                         *CURRENT SURVEY CONTROL
 RN0600  ___________________________________________________________________
 RN0600* NAD 83(1986)-  46 00 39.     (N)    092 54 05.     (W)     SCALED    
 RN0600* NAVD 88     -       310.592  (meters)    1019.00   (feet)  ADJUSTED  
 RN0600  ___________________________________________________________________
 RN0600  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 RN0600  DYNAMIC HT  -         310.598 (meters)    1019.02  (feet)  COMP
 RN0600  MODELED GRAV-     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
 RN0600.and adjusted by the National Geodetic Survey in June 1991..
 RN0600
 RN0600.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG7458 ***********************************************************************
 DG7458  DESIGNATION -  35 SEM
 DG7458  PID         -  DG7458
 DG7458  STATE/COUNTY-  MN/ROCK
 DG7458  USGS QUAD   -  JASPER (1967)
 DG7458
 DG7458                         *CURRENT SURVEY CONTROL
 DG7458  ___________________________________________________________________
 DG7458* NAD 83(1986)-  43 45 46.     (N)    096 24 13.     (W)     SCALED    
 DG7458* NAVD 88     -       487.839  (meters)    1600.52   (feet)  ADJUSTED  
 DG7458  ___________________________________________________________________
 DG7458  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DG7458  DYNAMIC HT  -         487.720 (meters)    1600.13  (feet)  COMP
 DG7458  MODELED GRAV-     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
 DG7458.and adjusted by the National Geodetic Survey in December 2004..
 DG7458
 DG7458.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1048 ***********************************************************************
 PQ1048  DESIGNATION -  35 T
 PQ1048  PID         -  PQ1048
 PQ1048  STATE/COUNTY-  MN/LYON
 PQ1048  USGS QUAD   -  AMIRET (1962)
 PQ1048
 PQ1048                         *CURRENT SURVEY CONTROL
 PQ1048  ___________________________________________________________________
 PQ1048* NAD 83(1996)-  44 22 12.45715(N)    095 41 44.04811(W)     ADJUSTED  
 PQ1048* NAVD 88     -       348.25   (+/-2cm)    1142.6    (feet)  VERTCON   
 PQ1048  ___________________________________________________________________
 PQ1048  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 PQ1048  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 PQ1048
 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.The vertical order pertains to the NGVD 29 superseded value.
 PQ1048
 PQ1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1048
 PQ1048.The geoid height was determined by GEOID03.
 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;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     -   0.99994962  x   0.99992466  =   0.99987428
 PQ1048!UTM  15      -   0.99994962  x   1.00016729  =   1.00011690
 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: 15TTK8523116518(NAD 83)
 PQ1048_MARKER: DB = BENCH MARK DISK
 PQ1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1048_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 PP0858 ***********************************************************************
 PP0858  DESIGNATION -  35 W 1
 PP0858  PID         -  PP0858
 PP0858  STATE/COUNTY-  MN/DAKOTA
 PP0858  USGS QUAD   -  BLOOMINGTON (1997)
 PP0858
 PP0858                         *CURRENT SURVEY CONTROL
 PP0858  ___________________________________________________________________
 PP0858* NAD 83(1986)-  44 45 59.     (N)    093 17 18.     (W)     SCALED    
 PP0858* NAVD 88     -       282.530  (meters)     926.93   (feet)  ADJUSTED  
 PP0858  ___________________________________________________________________
 PP0858  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 PP0858  DYNAMIC HT  -         282.520 (meters)     926.90  (feet)  COMP
 PP0858  MODELED GRAV-     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
 PP0858.and adjusted by the National Geodetic Survey in June 1991..
 PP0858
 PP0858.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP0856 ***********************************************************************
 PP0856  DESIGNATION -  35 W 2
 PP0856  PID         -  PP0856
 PP0856  STATE/COUNTY-  MN/DAKOTA
 PP0856  USGS QUAD   -  BLOOMINGTON (1997)
 PP0856
 PP0856                         *CURRENT SURVEY CONTROL
 PP0856  ___________________________________________________________________
 PP0856* NAD 83(1986)-  44 46 23.     (N)    093 17 17.     (W)     SCALED    
 PP0856* NAVD 88     -       261.743  (meters)     858.74   (feet)  ADJUSTED  
 PP0856  ___________________________________________________________________
 PP0856  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 PP0856  DYNAMIC HT  -         261.734 (meters)     858.71  (feet)  COMP
 PP0856  MODELED GRAV-     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
 PP0856.and adjusted by the National Geodetic Survey in June 1991..
 PP0856
 PP0856.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP0852 ***********************************************************************
 PP0852  DESIGNATION -  35 W 5
 PP0852  PID         -  PP0852
 PP0852  STATE/COUNTY-  MN/DAKOTA
 PP0852  USGS QUAD   -  BLOOMINGTON (1997)
 PP0852
 PP0852                         *CURRENT SURVEY CONTROL
 PP0852  ___________________________________________________________________
 PP0852* NAD 83(1986)-  44 47 31.     (N)    093 17 18.     (W)     SCALED    
 PP0852* NAVD 88     -       216.517  (meters)     710.36   (feet)  ADJUSTED  
 PP0852  ___________________________________________________________________
 PP0852  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 PP0852  DYNAMIC HT  -         216.511 (meters)     710.34  (feet)  COMP
 PP0852  MODELED GRAV-     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
 PP0852.and adjusted by the National Geodetic Survey in June 1991..
 PP0852
 PP0852.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP0849 ***********************************************************************
 PP0849  DESIGNATION -  35 W 6
 PP0849  PID         -  PP0849
 PP0849  STATE/COUNTY-  MN/HENNEPIN
 PP0849  USGS QUAD   -  BLOOMINGTON (1997)
 PP0849
 PP0849                         *CURRENT SURVEY CONTROL
 PP0849  ___________________________________________________________________
 PP0849* NAD 83(1986)-  44 48 04.     (N)    093 17 22.     (W)     SCALED    
 PP0849* NAVD 88     -       214.364  (meters)     703.29   (feet)  ADJUSTED  
 PP0849  ___________________________________________________________________
 PP0849  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 PP0849  DYNAMIC HT  -         214.357 (meters)     703.27  (feet)  COMP
 PP0849  MODELED GRAV-     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
 PP0849.and adjusted by the National Geodetic Survey in June 1991..
 PP0849
 PP0849.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 PP0849_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0849_SP_SET: PIER
 PP0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0849+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2003
 PP0849
 PP0849  HISTORY     - Date     Condition        Report By
 PP0849  HISTORY     - UNK      MONUMENTED       MNDT
 PP0849  HISTORY     - 1971     GOOD             MNDT
 PP0849  HISTORY     - 1987     GOOD             USPSQD
 PP0849  HISTORY     - 20031129 GOOD             USPSQD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2034 ***********************************************************************
 PP2034  DESIGNATION -  35 WHV
 PP2034  PID         -  PP2034
 PP2034  STATE/COUNTY-  MN/HENNEPIN
 PP2034  USGS QUAD   -  HOPKINS (1993)
 PP2034
 PP2034                         *CURRENT SURVEY CONTROL
 PP2034  ___________________________________________________________________
 PP2034* NAD 83(1986)-  44 59 36.     (N)    093 26 10.     (W)     SCALED    
 PP2034* NAVD 88     -       291.362  (meters)     955.91   (feet)  ADJUSTED  
 PP2034  ___________________________________________________________________
 PP2034  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 PP2034  DYNAMIC HT  -         291.358 (meters)     955.90  (feet)  COMP
 PP2034  MODELED GRAV-     980,596.4   (mgal)                       NAVD 88
 PP2034
 PP2034  VERT ORDER  -  SECOND    CLASS I
 PP2034
 PP2034.The horizontal coordinates were scaled from a topographic map and have
 PP2034.an estimated accuracy of +/- 6 seconds.
 PP2034
 PP2034.The orthometric height was determined by differential leveling
 PP2034.and adjusted by the National Geodetic Survey in June 1991..
 PP2034
 PP2034.The geoid height was determined by GEOID03.
 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     -   321,640.      844,460.      MT  (+/- 180 meters Scaled)
 PP2034
 PP2034                          SUPERSEDED SURVEY CONTROL
 PP2034
 PP2034.No superseded survey control is available for this station.
 PP2034
 PP2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK656823(NAD 83)
 PP2034_MARKER: DD = SURVEY DISK
 PP2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2034_SP_SET: CONCRETE POST
 PP2034_STAMPING: 35 WHV 1950
 PP2034_PROJECTION: PROJECTING 8 CENTIMETERS
 PP2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2034+STABILITY: SURFACE MOTION
 PP2034
 PP2034  HISTORY     - Date     Condition        Report By
 PP2034  HISTORY     - 1950     MONUMENTED       USGS
 PP2034  HISTORY     - 1979     GOOD             MNDT
 PP2034  HISTORY     - 20010331 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9054 ***********************************************************************
 DF9054  DESIGNATION -  3501 C
 DF9054  PID         -  DF9054
 DF9054  STATE/COUNTY-  MN/KITTSON
 DF9054  USGS QUAD   -  DONALDSON (1974)
 DF9054
 DF9054                         *CURRENT SURVEY CONTROL
 DF9054  ___________________________________________________________________
 DF9054* NAD 83(1996)-  48 34 20.74453(N)    096 54 40.15642(W)     ADJUSTED  
 DF9054* NAVD 88     -       249.60   (meters)     818.9    (feet)  LEVELING  
 DF9054  ___________________________________________________________________
 DF9054  X           -    -508,797.880 (meters)                     COMP
 DF9054  Y           -  -4,197,627.008 (meters)                     COMP
 DF9054  Z           -   4,759,397.379 (meters)                     COMP
 DF9054  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 DF9054  ELLIP HEIGHT-         222.35  (meters)          (11/17/03) GPS OBS
 DF9054  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DF9054
 DF9054  HORZ ORDER  -  FIRST
 DF9054  VERT ORDER  -  THIRD ?
 DF9054  ELLP ORDER  -  THIRD     CLASS II
 DF9054
 DF9054.The horizontal coordinates were established by GPS observations
 DF9054.and adjusted by the MN DEPT OF TRANSP in November 2003..
 DF9054
 DF9054.The orthometric height was determined by differential leveling.
 DF9054.The vertical network tie was performed by a horz. field party for horz.
 DF9054.obs reductions. Reset procedures were used to establish the elevation.
 DF9054
 DF9054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9054
 DF9054.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9054
 DF9054.The ellipsoidal height was determined by GPS observations
 DF9054.and is referenced to NAD 83.
 DF9054
 DF9054.The geoid height was determined by GEOID03.
 DF9054
 DF9054;                    North         East     Units Scale Factor Converg.
 DF9054;SPC MN N     -   337,340.313   518,869.725   MT  0.99998570   -2 49 29.6
 DF9054;UTM  14      - 5,382,032.911   654,082.716   MT  0.99989169   +1 33 59.4
 DF9054
 DF9054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9054!SPC MN N     -   0.99996515  x   0.99998570  =   0.99995085
 DF9054!UTM  14      -   0.99996515  x   0.99989169  =   0.99985685
 DF9054
 DF9054                          SUPERSEDED SURVEY CONTROL
 DF9054
 DF9054.No superseded survey control is available for this station.
 DF9054
 DF9054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU5408382033(NAD 83)
 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     - 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 (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 = OCTOBER  6, 2006
 DF9055 ***********************************************************************
 DF9055  DESIGNATION -  3501 D
 DF9055  PID         -  DF9055
 DF9055  STATE/COUNTY-  MN/KITTSON
 DF9055  USGS QUAD   -  DONALDSON (1974)
 DF9055
 DF9055                         *CURRENT SURVEY CONTROL
 DF9055  ___________________________________________________________________
 DF9055* NAD 83(1996)-  48 34 20.92633(N)    096 57 17.74806(W)     ADJUSTED  
 DF9055* NAVD 88     -       247.51   (meters)     812.0    (feet)  LEVELING  
 DF9055  ___________________________________________________________________
 DF9055  X           -    -512,004.155 (meters)                     COMP
 DF9055  Y           -  -4,197,231.542 (meters)                     COMP
 DF9055  Z           -   4,759,399.580 (meters)                     COMP
 DF9055  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 DF9055  ELLIP HEIGHT-         220.33  (meters)          (11/17/03) GPS OBS
 DF9055  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DF9055
 DF9055  HORZ ORDER  -  FIRST
 DF9055  VERT ORDER  -  THIRD ?
 DF9055  ELLP ORDER  -  THIRD     CLASS II
 DF9055
 DF9055.The horizontal coordinates were established by GPS observations
 DF9055.and adjusted by the MN DEPT OF TRANSP in November 2003..
 DF9055
 DF9055.The orthometric height was determined by differential leveling.
 DF9055.The vertical network tie was performed by a horz. field party for horz.
 DF9055.obs reductions. Reset procedures were used to establish the elevation.
 DF9055
 DF9055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9055
 DF9055.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9055
 DF9055.The ellipsoidal height was determined by GPS observations
 DF9055.and is referenced to NAD 83.
 DF9055
 DF9055.The geoid height was determined by GEOID03.
 DF9055
 DF9055;                    North         East     Units Scale Factor Converg.
 DF9055;SPC MN N     -   337,506.042   515,643.565   MT  0.99998571   -2 51 26.5
 DF9055;UTM  14      - 5,381,951.148   650,853.661   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  =   0.99984506
 DF9055
 DF9055                          SUPERSEDED SURVEY CONTROL
 DF9055
 DF9055.No superseded survey control is available for this station.
 DF9055
 DF9055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU5085481951(NAD 83)
 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 - 2002
 DF9055_ROD/PIPE-DEPTH:  9.1 meters
 DF9055
 DF9055  HISTORY     - Date     Condition        Report By
 DF9055  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9056 ***********************************************************************
 DF9056  DESIGNATION -  3501 E
 DF9056  PID         -  DF9056
 DF9056  STATE/COUNTY-  MN/KITTSON
 DF9056  USGS QUAD   -  DONALDSON (1974)
 DF9056
 DF9056                         *CURRENT SURVEY CONTROL
 DF9056  ___________________________________________________________________
 DF9056* NAD 83(1996)-  48 34 23.58391(N)    096 58 36.94100(W)     ADJUSTED  
 DF9056* NAVD 88     -       246.07   (meters)     807.3    (feet)  LEVELING  
 DF9056  ___________________________________________________________________
 DF9056  X           -    -513,608.003 (meters)                     COMP
 DF9056  Y           -  -4,196,972.618 (meters)                     COMP
 DF9056  Z           -   4,759,452.826 (meters)                     COMP
 DF9056  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 DF9056  ELLIP HEIGHT-         218.90  (meters)          (11/17/03) GPS OBS
 DF9056  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DF9056
 DF9056  HORZ ORDER  -  FIRST
 DF9056  VERT ORDER  -  THIRD ?
 DF9056  ELLP ORDER  -  THIRD     CLASS II
 DF9056
 DF9056.The horizontal coordinates were established by GPS observations
 DF9056.and adjusted by the MN DEPT OF TRANSP in November 2003..
 DF9056
 DF9056.The orthometric height was determined by differential leveling.
 DF9056.The vertical network tie was performed by a horz. field party for horz.
 DF9056.obs reductions. Reset procedures were used to establish the elevation.
 DF9056
 DF9056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9056
 DF9056.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9056
 DF9056.The ellipsoidal height was determined by GPS observations
 DF9056.and is referenced to NAD 83.
 DF9056
 DF9056.The geoid height was determined by GEOID03.
 DF9056
 DF9056;                    North         East     Units Scale Factor Converg.
 DF9056;SPC MN N     -   337,669.182   514,026.367   MT  0.99998587   -2 52 25.2
 DF9056;UTM  14      - 5,381,989.990   649,228.896   MT  0.99987360   +1 31 01.9
 DF9056
 DF9056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9056!SPC MN N     -   0.99996569  x   0.99998587  =   0.99995157
 DF9056!UTM  14      -   0.99996569  x   0.99987360  =   0.99983930
 DF9056
 DF9056                          SUPERSEDED SURVEY CONTROL
 DF9056
 DF9056.No superseded survey control is available for this station.
 DF9056
 DF9056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4922981990(NAD 83)
 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 - 2002
 DF9056_ROD/PIPE-DEPTH: 10.7 meters
 DF9056
 DF9056  HISTORY     - Date     Condition        Report By
 DF9056  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9057 ***********************************************************************
 DF9057  DESIGNATION -  3501 F
 DF9057  PID         -  DF9057
 DF9057  STATE/COUNTY-  MN/KITTSON
 DF9057  USGS QUAD   -  DRAYTON SE (1974)
 DF9057
 DF9057                         *CURRENT SURVEY CONTROL
 DF9057  ___________________________________________________________________
 DF9057* NAD 83(1996)-  48 34 24.86334(N)    097 01 09.28317(W)     ADJUSTED  
 DF9057* NAVD 88     -       245.51   (meters)     805.5    (feet)  LEVELING  
 DF9057  ___________________________________________________________________
 DF9057  X           -    -516,703.983 (meters)                     COMP
 DF9057  Y           -  -4,196,562.395 (meters)                     COMP
 DF9057  Z           -   4,759,478.602 (meters)                     COMP
 DF9057  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 DF9057  ELLIP HEIGHT-         218.40  (meters)          (11/17/03) GPS OBS
 DF9057  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 DF9057
 DF9057  HORZ ORDER  -  FIRST
 DF9057  VERT ORDER  -  THIRD ?
 DF9057  ELLP ORDER  -  THIRD     CLASS II
 DF9057
 DF9057.The horizontal coordinates were established by GPS observations
 DF9057.and adjusted by the MN DEPT OF TRANSP in November 2003..
 DF9057
 DF9057.The orthometric height was determined by differential leveling.
 DF9057.The vertical network tie was performed by a horz. field party for horz.
 DF9057.obs reductions. Reset procedures were used to establish the elevation.
 DF9057
 DF9057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9057
 DF9057.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9057
 DF9057.The ellipsoidal height was determined by GPS observations
 DF9057.and is referenced to NAD 83.
 DF9057
 DF9057.The geoid height was determined by GEOID03.
 DF9057
 DF9057;                    North         East     Units Scale Factor Converg.
 DF9057;SPC MN N     -   337,866.060   510,909.584   MT  0.99998595   -2 54 18.1
 DF9057;UTM  14      - 5,381,947.686   646,106.556   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  =   0.99995172
 DF9057!UTM  14      -   0.99996577  x   0.99986227  =   0.99982805
 DF9057
 DF9057                          SUPERSEDED SURVEY CONTROL
 DF9057
 DF9057.No superseded survey control is available for this station.
 DF9057
 DF9057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4610781948(NAD 83)
 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 5 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 - 2002
 DF9057_ROD/PIPE-DEPTH: 10.7 meters
 DF9057
 DF9057  HISTORY     - Date     Condition        Report By
 DF9057  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9058 ***********************************************************************
 DF9058  DESIGNATION -  3501 G
 DF9058  PID         -  DF9058
 DF9058  STATE/COUNTY-  MN/KITTSON
 DF9058  USGS QUAD   -  DRAYTON SE (1974)
 DF9058
 DF9058                         *CURRENT SURVEY CONTROL
 DF9058  ___________________________________________________________________
 DF9058* NAD 83(1996)-  48 34 22.76100(N)    097 02 27.45019(W)     ADJUSTED  
 DF9058* NAVD 88     -       244.19   (meters)     801.1    (feet)  LEVELING  
 DF9058  ___________________________________________________________________
 DF9058  X           -    -518,300.157 (meters)                     COMP
 DF9058  Y           -  -4,196,413.754 (meters)                     COMP
 DF9058  Z           -   4,759,434.657 (meters)                     COMP
 DF9058  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 DF9058  ELLIP HEIGHT-         217.10  (meters)          (11/17/03) GPS OBS
 DF9058  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DF9058
 DF9058  HORZ ORDER  -  FIRST
 DF9058  VERT ORDER  -  THIRD ?
 DF9058  ELLP ORDER  -  THIRD     CLASS II
 DF9058
 DF9058.The horizontal coordinates were established by GPS observations
 DF9058.and adjusted by the MN DEPT OF TRANSP in November 2003..
 DF9058
 DF9058.The orthometric height was determined by differential leveling.
 DF9058.The vertical network tie was performed by a horz. field party for horz.
 DF9058.obs reductions. Reset procedures were used to establish the elevation.
 DF9058
 DF9058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9058
 DF9058.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9058
 DF9058.The ellipsoidal height was determined by GPS observations
 DF9058.and is referenced to NAD 83.
 DF9058
 DF9058.The geoid height was determined by GEOID03.
 DF9058
 DF9058;                    North         East     Units Scale Factor Converg.
 DF9058;SPC MN N     -   337,882.635   509,306.065   MT  0.99998582   -2 55 16.0
 DF9058;UTM  14      - 5,381,841.474   644,506.677   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.No superseded survey control is available for this station.
 DF9058
 DF9058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4450781841(NAD 83)
 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 - 2002
 DF9058_ROD/PIPE-DEPTH:  7.6 meters
 DF9058
 DF9058  HISTORY     - Date     Condition        Report By
 DF9058  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9059 ***********************************************************************
 DF9059  DESIGNATION -  3501 H
 DF9059  PID         -  DF9059
 DF9059  STATE/COUNTY-  MN/KITTSON
 DF9059  USGS QUAD   -  DRAYTON SE (1974)
 DF9059
 DF9059                         *CURRENT SURVEY CONTROL
 DF9059  ___________________________________________________________________
 DF9059* NAD 83(1996)-  48 34 23.68246(N)    097 05 04.72837(W)     ADJUSTED  
 DF9059* NAVD 88     -       243.73   (meters)     799.6    (feet)  LEVELING  
 DF9059  ___________________________________________________________________
 DF9059  X           -    -521,497.133 (meters)                     COMP
 DF9059  Y           -  -4,195,995.898 (meters)                     COMP
 DF9059  Z           -   4,759,453.206 (meters)                     COMP
 DF9059  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 DF9059  ELLIP HEIGHT-         216.72  (meters)          (11/17/03) GPS OBS
 DF9059  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DF9059
 DF9059  HORZ ORDER  -  FIRST
 DF9059  VERT ORDER  -  THIRD ?
 DF9059  ELLP ORDER  -  THIRD     CLASS II
 DF9059
 DF9059.The horizontal coordinates were established by GPS observations
 DF9059.and adjusted by the MN DEPT OF TRANSP in November 2003..
 DF9059
 DF9059.The orthometric height was determined by differential leveling.
 DF9059.The vertical network tie was performed by a horz. field party for horz.
 DF9059.obs reductions. Reset procedures were used to establish the elevation.
 DF9059
 DF9059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9059
 DF9059.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9059
 DF9059.The ellipsoidal height was determined by GPS observations
 DF9059.and is referenced to NAD 83.
 DF9059
 DF9059.The geoid height was determined by GEOID03.
 DF9059
 DF9059;                    North         East     Units Scale Factor Converg.
 DF9059;SPC MN N     -   338,076.266   506,087.818   MT  0.99998588   -2 57 12.6
 DF9059;UTM  14      - 5,381,788.199   641,283.485   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.No superseded survey control is available for this station.
 DF9059
 DF9059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4128381788(NAD 83)
 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 - 2002
 DF9059_ROD/PIPE-DEPTH:  9.1 meters
 DF9059
 DF9059  HISTORY     - Date     Condition        Report By
 DF9059  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9060 ***********************************************************************
 DF9060  DESIGNATION -  3501 J
 DF9060  PID         -  DF9060
 DF9060  STATE/COUNTY-  MN/KITTSON
 DF9060  USGS QUAD   -  DRAYTON SE (1974)
 DF9060
 DF9060                         *CURRENT SURVEY CONTROL
 DF9060  ___________________________________________________________________
 DF9060* NAD 83(1996)-  48 34 24.16879(N)    097 06 23.98852(W)     ADJUSTED  
 DF9060* NAVD 88     -       243.55   (meters)     799.0    (feet)  LEVELING  
 DF9060  ___________________________________________________________________
 DF9060  X           -    -523,108.059 (meters)                     COMP
 DF9060  Y           -  -4,195,783.919 (meters)                     COMP
 DF9060  Z           -   4,759,463.034 (meters)                     COMP
 DF9060  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 DF9060  ELLIP HEIGHT-         216.57  (meters)          (11/17/03) GPS OBS
 DF9060  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DF9060
 DF9060  HORZ ORDER  -  FIRST
 DF9060  VERT ORDER  -  THIRD ?
 DF9060  ELLP ORDER  -  THIRD     CLASS II
 DF9060
 DF9060.The horizontal coordinates were established by GPS observations
 DF9060.and adjusted by the MN DEPT OF TRANSP in November 2003..
 DF9060
 DF9060.The orthometric height was determined by differential leveling.
 DF9060.The vertical network tie was performed by a horz. field party for horz.
 DF9060.obs reductions. Reset procedures were used to establish the elevation.
 DF9060
 DF9060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9060
 DF9060.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9060
 DF9060.The ellipsoidal height was determined by GPS observations
 DF9060.and is referenced to NAD 83.
 DF9060
 DF9060.The geoid height was determined by GEOID03.
 DF9060
 DF9060;                    North         East     Units Scale Factor Converg.
 DF9060;SPC MN N     -   338,175.212   504,466.068   MT  0.99998591   -2 58 11.3
 DF9060;UTM  14      - 5,381,762.729   639,659.153   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.No superseded survey control is available for this station.
 DF9060
 DF9060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU3965981763(NAD 83)
 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     - 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 (2006)
 DF9060
 DF9060'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MPF)
 DF9060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9061 ***********************************************************************
 DF9061  DESIGNATION -  3501 K
 DF9061  PID         -  DF9061
 DF9061  STATE/COUNTY-  MN/KITTSON
 DF9061  USGS QUAD   -  DRAYTON (1979)
 DF9061
 DF9061                         *CURRENT SURVEY CONTROL
 DF9061  ___________________________________________________________________
 DF9061* NAD 83(1996)-  48 34 20.10904(N)    097 08 45.55926(W)     ADJUSTED  
 DF9061* NAVD 88     -       241.70   (meters)     793.0    (feet)  LEVELING  
 DF9061  ___________________________________________________________________
 DF9061  X           -    -525,999.281 (meters)                     COMP
 DF9061  Y           -  -4,195,516.024 (meters)                     COMP
 DF9061  Z           -   4,759,378.721 (meters)                     COMP
 DF9061  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 DF9061  ELLIP HEIGHT-         214.79  (meters)          (11/17/03) GPS OBS
 DF9061  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DF9061
 DF9061  HORZ ORDER  -  FIRST
 DF9061  VERT ORDER  -  THIRD ?
 DF9061  ELLP ORDER  -  THIRD     CLASS II
 DF9061
 DF9061.The horizontal coordinates were established by GPS observations
 DF9061.and adjusted by the MN DEPT OF TRANSP in November 2003..
 DF9061
 DF9061.The orthometric height was determined by differential leveling.
 DF9061.The vertical network tie was performed by a horz. field party for horz.
 DF9061.obs reductions. Reset procedures were used to establish the elevation.
 DF9061
 DF9061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9061
 DF9061.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9061
 DF9061.The ellipsoidal height was determined by GPS observations
 DF9061.and is referenced to NAD 83.
 DF9061
 DF9061.The geoid height was determined by GEOID03.
 DF9061
 DF9061;                    North         East     Units Scale Factor Converg.
 DF9061;SPC MN N     -   338,201.070   501,561.493   MT  0.99998566   -2 59 56.3
 DF9061;UTM  14      - 5,381,566.235   636,761.556   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  =   0.99979614
 DF9061
 DF9061                          SUPERSEDED SURVEY CONTROL
 DF9061
 DF9061.No superseded survey control is available for this station.
 DF9061
 DF9061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU3676281566(NAD 83)
 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 - 2002
 DF9061_ROD/PIPE-DEPTH:  9.1 meters
 DF9061
 DF9061  HISTORY     - Date     Condition        Report By
 DF9061  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8867 ***********************************************************************
 DF8867  DESIGNATION -  3505 A
 DF8867  PID         -  DF8867
 DF8867  STATE/COUNTY-  MN/KITTSON
 DF8867  USGS QUAD   -  HALLOCK NE (1974)
 DF8867
 DF8867                         *CURRENT SURVEY CONTROL
 DF8867  ___________________________________________________________________
 DF8867* NAD 83(1986)-  48 58 38.     (N)    096 47 56.     (W)     SCALED    
 DF8867* NAVD 88     -       293.089  (meters)     961.58   (feet)  ADJUSTED  
 DF8867  ___________________________________________________________________
 DF8867  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DF8867  DYNAMIC HT  -         293.173 (meters)     961.85  (feet)  COMP
 DF8867  MODELED GRAV-     980,889.6   (mgal)                       NAVD 88
 DF8867
 DF8867  VERT ORDER  -  SECOND    CLASS I
 DF8867
 DF8867.The horizontal coordinates were scaled from a topographic map and have
 DF8867.an estimated accuracy of +/- 6 seconds.
 DF8867
 DF8867.The orthometric height was determined by differential leveling
 DF8867.and adjusted by the National Geodetic Survey in April 2004..
 DF8867.No vertical observational check was made to the station.
 DF8867
 DF8867.The geoid height was determined by GEOID03.
 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     -   381,900.      529,300.      MT  (+/- 180 meters Scaled)
 DF8867
 DF8867                          SUPERSEDED SURVEY CONTROL
 DF8867
 DF8867.No superseded survey control is available for this station.
 DF8867
 DF8867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV610272(NAD 83)
 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 = OCTOBER  6, 2006
 DF8866 ***********************************************************************
 DF8866  DESIGNATION -  3505 AA
 DF8866  PID         -  DF8866
 DF8866  STATE/COUNTY-  MN/KITTSON
 DF8866  USGS QUAD   -  HALLOCK NE (1974)
 DF8866
 DF8866                         *CURRENT SURVEY CONTROL
 DF8866  ___________________________________________________________________
 DF8866* NAD 83(1986)-  48 57 39.     (N)    096 47 56.     (W)     SCALED    
 DF8866* NAVD 88     -       289.865  (meters)     951.00   (feet)  ADJUSTED  
 DF8866  ___________________________________________________________________
 DF8866  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DF8866  DYNAMIC HT  -         289.948 (meters)     951.27  (feet)  COMP
 DF8866  MODELED GRAV-     980,888.3   (mgal)                       NAVD 88
 DF8866
 DF8866  VERT ORDER  -  SECOND    CLASS I
 DF8866
 DF8866.The horizontal coordinates were scaled from a topographic map and have
 DF8866.an estimated accuracy of +/- 6 seconds.
 DF8866
 DF8866.The orthometric height was determined by differential leveling
 DF8866.and adjusted by the National Geodetic Survey in April 2004..
 DF8866.No vertical observational check was made to the station.
 DF8866
 DF8866.The geoid height was determined by GEOID03.
 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     -   380,080.      529,210.      MT  (+/- 180 meters Scaled)
 DF8866
 DF8866                          SUPERSEDED SURVEY CONTROL
 DF8866
 DF8866.No superseded survey control is available for this station.
 DF8866
 DF8866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV611254(NAD 83)
 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 = OCTOBER  6, 2006
 DF8865 ***********************************************************************
 DF8865  DESIGNATION -  3505 B
 DF8865  PID         -  DF8865
 DF8865  STATE/COUNTY-  MN/KITTSON
 DF8865  USGS QUAD   -  HALLOCK NE (1974)
 DF8865
 DF8865                         *CURRENT SURVEY CONTROL
 DF8865  ___________________________________________________________________
 DF8865* NAD 83(1986)-  48 56 55.     (N)    096 47 55.     (W)     SCALED    
 DF8865* NAVD 88     -       289.301  (meters)     949.15   (feet)  ADJUSTED  
 DF8865  ___________________________________________________________________
 DF8865  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DF8865  DYNAMIC HT  -         289.384 (meters)     949.42  (feet)  COMP
 DF8865  MODELED GRAV-     980,887.4   (mgal)                       NAVD 88
 DF8865
 DF8865  VERT ORDER  -  SECOND    CLASS I
 DF8865
 DF8865.The horizontal coordinates were scaled from a topographic map and have
 DF8865.an estimated accuracy of +/- 6 seconds.
 DF8865
 DF8865.The orthometric height was determined by differential leveling
 DF8865.and adjusted by the National Geodetic Survey in April 2004..
 DF8865.No vertical observational check was made to the station.
 DF8865
 DF8865.The geoid height was determined by GEOID03.
 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     -   378,720.      529,170.      MT  (+/- 180 meters Scaled)
 DF8865
 DF8865                          SUPERSEDED SURVEY CONTROL
 DF8865
 DF8865.No superseded survey control is available for this station.
 DF8865
 DF8865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV611240(NAD 83)
 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 = OCTOBER  6, 2006
 DF8864 ***********************************************************************
 DF8864  DESIGNATION -  3505 C
 DF8864  PID         -  DF8864
 DF8864  STATE/COUNTY-  MN/KITTSON
 DF8864  USGS QUAD   -  HALLOCK NE (1974)
 DF8864
 DF8864                         *CURRENT SURVEY CONTROL
 DF8864  ___________________________________________________________________
 DF8864* NAD 83(1986)-  48 56 03.     (N)    096 47 54.     (W)     SCALED    
 DF8864* NAVD 88     -       289.222  (meters)     948.89   (feet)  ADJUSTED  
 DF8864  ___________________________________________________________________
 DF8864  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DF8864  DYNAMIC HT  -         289.304 (meters)     949.16  (feet)  COMP
 DF8864  MODELED GRAV-     980,886.3   (mgal)                       NAVD 88
 DF8864
 DF8864  VERT ORDER  -  SECOND    CLASS I
 DF8864
 DF8864.The horizontal coordinates were scaled from a topographic map and have
 DF8864.an estimated accuracy of +/- 6 seconds.
 DF8864
 DF8864.The orthometric height was determined by differential leveling
 DF8864.and adjusted by the National Geodetic Survey in April 2004..
 DF8864.No vertical observational check was made to the station.
 DF8864
 DF8864.The geoid height was determined by GEOID03.
 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     -   377,120.      529,110.      MT  (+/- 180 meters Scaled)
 DF8864
 DF8864                          SUPERSEDED SURVEY CONTROL
 DF8864
 DF8864.No superseded survey control is available for this station.
 DF8864
 DF8864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV612224(NAD 83)
 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 = OCTOBER  6, 2006
 DF8863 ***********************************************************************
 DF8863  DESIGNATION -  3505 D
 DF8863  PID         -  DF8863
 DF8863  STATE/COUNTY-  MN/KITTSON
 DF8863  USGS QUAD   -  HALLOCK NE (1974)
 DF8863
 DF8863                         *CURRENT SURVEY CONTROL
 DF8863  ___________________________________________________________________
 DF8863* NAD 83(1986)-  48 55 10.     (N)    096 47 55.     (W)     SCALED    
 DF8863* NAVD 88     -       283.641  (meters)     930.58   (feet)  ADJUSTED  
 DF8863  ___________________________________________________________________
 DF8863  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DF8863  DYNAMIC HT  -         283.721 (meters)     930.84  (feet)  COMP
 DF8863  MODELED GRAV-     980,885.4   (mgal)                       NAVD 88
 DF8863
 DF8863  VERT ORDER  -  SECOND    CLASS I
 DF8863
 DF8863.The horizontal coordinates were scaled from a topographic map and have
 DF8863.an estimated accuracy of +/- 6 seconds.
 DF8863
 DF8863.The orthometric height was determined by differential leveling
 DF8863.and adjusted by the National Geodetic Survey in April 2004..
 DF8863.No vertical observational check was made to the station.
 DF8863
 DF8863.The geoid height was determined by GEOID03.
 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     -   375,480.      529,010.      MT  (+/- 180 meters Scaled)
 DF8863
 DF8863                          SUPERSEDED SURVEY CONTROL
 DF8863
 DF8863.No superseded survey control is available for this station.
 DF8863
 DF8863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV612208(NAD 83)
 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 = OCTOBER  6, 2006
 DF8862 ***********************************************************************
 DF8862  DESIGNATION -  3505 E
 DF8862  PID         -  DF8862
 DF8862  STATE/COUNTY-  MN/KITTSON
 DF8862  USGS QUAD   -  HALLOCK NE (1974)
 DF8862
 DF8862                         *CURRENT SURVEY CONTROL
 DF8862  ___________________________________________________________________
 DF8862* NAD 83(1986)-  48 54 19.     (N)    096 47 56.     (W)     SCALED    
 DF8862* NAVD 88     -       282.365  (meters)     926.39   (feet)  ADJUSTED  
 DF8862  ___________________________________________________________________
 DF8862  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DF8862  DYNAMIC HT  -         282.445 (meters)     926.65  (feet)  COMP
 DF8862  MODELED GRAV-     980,884.6   (mgal)                       NAVD 88
 DF8862
 DF8862  VERT ORDER  -  SECOND    CLASS I
 DF8862
 DF8862.The horizontal coordinates were scaled from a topographic map and have
 DF8862.an estimated accuracy of +/- 6 seconds.
 DF8862
 DF8862.The orthometric height was determined by differential leveling
 DF8862.and adjusted by the National Geodetic Survey in April 2004..
 DF8862.No vertical observational check was made to the station.
 DF8862
 DF8862.The geoid height was determined by GEOID03.
 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     -   373,910.      528,920.      MT  (+/- 180 meters Scaled)
 DF8862
 DF8862                          SUPERSEDED SURVEY CONTROL
 DF8862
 DF8862.No superseded survey control is available for this station.
 DF8862
 DF8862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV612192(NAD 83)
 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 = OCTOBER  6, 2006
 DF8861 ***********************************************************************
 DF8861  DESIGNATION -  3505 F
 DF8861  PID         -  DF8861
 DF8861  STATE/COUNTY-  MN/KITTSON
 DF8861  USGS QUAD   -  HALLOCK NE (1974)
 DF8861
 DF8861                         *CURRENT SURVEY CONTROL
 DF8861  ___________________________________________________________________
 DF8861* NAD 83(1986)-  48 53 27.     (N)    096 47 55.     (W)     SCALED    
 DF8861* NAVD 88     -       281.056  (meters)     922.10   (feet)  ADJUSTED  
 DF8861  ___________________________________________________________________
 DF8861  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DF8861  DYNAMIC HT  -         281.135 (meters)     922.36  (feet)  COMP
 DF8861  MODELED GRAV-     980,884.0   (mgal)                       NAVD 88
 DF8861
 DF8861  VERT ORDER  -  SECOND    CLASS I
 DF8861
 DF8861.The horizontal coordinates were scaled from a topographic map and have
 DF8861.an estimated accuracy of +/- 6 seconds.
 DF8861
 DF8861.The orthometric height was determined by differential leveling
 DF8861.and adjusted by the National Geodetic Survey in April 2004..
 DF8861.No vertical observational check was made to the station.
 DF8861
 DF8861.The geoid height was determined by GEOID03.
 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     -   372,310.      528,860.      MT  (+/- 180 meters Scaled)
 DF8861
 DF8861                          SUPERSEDED SURVEY CONTROL
 DF8861
 DF8861.No superseded survey control is available for this station.
 DF8861
 DF8861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV613176(NAD 83)
 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 = OCTOBER  6, 2006
 DF8860 ***********************************************************************
 DF8860  DESIGNATION -  3505 G
 DF8860  PID         -  DF8860
 DF8860  STATE/COUNTY-  MN/KITTSON
 DF8860  USGS QUAD   -  HALLOCK NE (1974)
 DF8860
 DF8860                         *CURRENT SURVEY CONTROL
 DF8860  ___________________________________________________________________
 DF8860* NAD 83(1986)-  48 52 34.     (N)    096 47 58.     (W)     SCALED    
 DF8860* NAVD 88     -       279.510  (meters)     917.03   (feet)  ADJUSTED  
 DF8860  ___________________________________________________________________
 DF8860  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DF8860  DYNAMIC HT  -         279.589 (meters)     917.28  (feet)  COMP
 DF8860  MODELED GRAV-     980,883.5   (mgal)                       NAVD 88
 DF8860
 DF8860  VERT ORDER  -  SECOND    CLASS I
 DF8860
 DF8860.The horizontal coordinates were scaled from a topographic map and have
 DF8860.an estimated accuracy of +/- 6 seconds.
 DF8860
 DF8860.The orthometric height was determined by differential leveling
 DF8860.and adjusted by the National Geodetic Survey in April 2004..
 DF8860.No vertical observational check was made to the station.
 DF8860
 DF8860.The geoid height was determined by GEOID03.
 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     -   370,670.      528,720.      MT  (+/- 180 meters Scaled)
 DF8860
 DF8860                          SUPERSEDED SURVEY CONTROL
 DF8860
 DF8860.No superseded survey control is available for this station.
 DF8860
 DF8860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV613160(NAD 83)
 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 = OCTOBER  6, 2006
 DF8859 ***********************************************************************
 DF8859  DESIGNATION -  3505 H
 DF8859  PID         -  DF8859
 DF8859  STATE/COUNTY-  MN/KITTSON
 DF8859  USGS QUAD   -  LANCASTER (1974)
 DF8859
 DF8859                         *CURRENT SURVEY CONTROL
 DF8859  ___________________________________________________________________
 DF8859* NAD 83(1986)-  48 51 58.     (N)    096 47 56.     (W)     SCALED    
 DF8859* NAVD 88     -       275.270  (meters)     903.12   (feet)  ADJUSTED  
 DF8859  ___________________________________________________________________
 DF8859  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DF8859  DYNAMIC HT  -         275.347 (meters)     903.37  (feet)  COMP
 DF8859  MODELED GRAV-     980,883.1   (mgal)                       NAVD 88
 DF8859
 DF8859  VERT ORDER  -  SECOND    CLASS I
 DF8859
 DF8859.The horizontal coordinates were scaled from a topographic map and have
 DF8859.an estimated accuracy of +/- 6 seconds.
 DF8859
 DF8859.The orthometric height was determined by differential leveling
 DF8859.and adjusted by the National Geodetic Survey in April 2004..
 DF8859.No vertical observational check was made to the station.
 DF8859
 DF8859.The geoid height was determined by GEOID03.
 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     -   369,560.      528,710.      MT  (+/- 180 meters Scaled)
 DF8859
 DF8859                          SUPERSEDED SURVEY CONTROL
 DF8859
 DF8859.No superseded survey control is available for this station.
 DF8859
 DF8859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV614149(NAD 83)
 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 = OCTOBER  6, 2006
 DF7237 ***********************************************************************
 DF7237  DESIGNATION -  3505 J
 DF7237  PID         -  DF7237
 DF7237  STATE/COUNTY-  MN/KITTSON
 DF7237  USGS QUAD   -  HALLOCK NE (1974)
 DF7237
 DF7237                         *CURRENT SURVEY CONTROL
 DF7237  ___________________________________________________________________
 DF7237* NAD 83(1996)-  48 59 51.49141(N)    096 48 02.29873(W)     ADJUSTED  
 DF7237* NAVD 88     -       294.000  (meters)     964.57   (feet)  ADJUSTED  
 DF7237  ___________________________________________________________________
 DF7237  X           -    -496,491.548 (meters)                     COMP
 DF7237  Y           -  -4,163,308.561 (meters)                     COMP
 DF7237  Z           -   4,790,587.674 (meters)                     COMP
 DF7237  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 DF7237  ELLIP HEIGHT-         266.83  (meters)          (08/15/03) GPS OBS
 DF7237  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DF7237  DYNAMIC HT  -         294.085 (meters)     964.84  (feet)  COMP
 DF7237  MODELED GRAV-     980,891.3   (mgal)                       NAVD 88
 DF7237
 DF7237  HORZ ORDER  -  FIRST
 DF7237  VERT ORDER  -  SECOND    CLASS I
 DF7237  ELLP ORDER  -  THIRD     CLASS II
 DF7237
 DF7237.The horizontal coordinates were established by GPS observations
 DF7237.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7237
 DF7237.The orthometric height was determined by differential leveling
 DF7237.and adjusted by the National Geodetic Survey in April 2004..
 DF7237.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DF7237
 DF7237.The ellipsoidal height was determined by GPS observations
 DF7237.and is referenced to NAD 83.
 DF7237
 DF7237.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF7237;SPC MN N     -   384,177.490   529,278.613   MT  1.00010952   -2 44 34.7
 DF7237;UTM  14      - 5,429,523.710   660,869.006   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  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: 14UPV6086929524(NAD 83)
 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 - October 09, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7238 ***********************************************************************
 DF7238  DESIGNATION -  3505 K
 DF7238  PID         -  DF7238
 DF7238  STATE/COUNTY-  MN/KITTSON
 DF7238  USGS QUAD   -  HALLOCK NE (1974)
 DF7238
 DF7238                         *CURRENT SURVEY CONTROL
 DF7238  ___________________________________________________________________
 DF7238* NAD 83(1996)-  48 57 46.88169(N)    096 47 58.07312(W)     ADJUSTED  
 DF7238* NAVD 88     -       289.761  (meters)     950.66   (feet)  ADJUSTED  
 DF7238  ___________________________________________________________________
 DF7238  X           -    -496,749.794 (meters)                     COMP
 DF7238  Y           -  -4,166,199.951 (meters)                     COMP
 DF7238  Z           -   4,788,057.945 (meters)                     COMP
 DF7238  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 DF7238  ELLIP HEIGHT-         262.58  (meters)          (08/15/03) GPS OBS
 DF7238  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DF7238  DYNAMIC HT  -         289.844 (meters)     950.93  (feet)  COMP
 DF7238  MODELED GRAV-     980,888.5   (mgal)                       NAVD 88
 DF7238
 DF7238  HORZ ORDER  -  FIRST
 DF7238  VERT ORDER  -  SECOND    CLASS I
 DF7238  ELLP ORDER  -  THIRD     CLASS II
 DF7238
 DF7238.The horizontal coordinates were established by GPS observations
 DF7238.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7238
 DF7238.The orthometric height was determined by differential leveling
 DF7238.and adjusted by the National Geodetic Survey in April 2004..
 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 DEFLEC99 derived deflections.
 DF7238
 DF7238.The ellipsoidal height was determined by GPS observations
 DF7238.and is referenced to NAD 83.
 DF7238
 DF7238.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF7238;SPC MN N     -   380,328.010   529,180.239   MT  1.00009734   -2 44 31.6
 DF7238;UTM  14      - 5,425,678.750   661,066.398   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 47.2
 DF7238:UTM  14      -  3505 L                                   176 13 38.9
 DF7238
 DF7238|---------------------------------------------------------------------|
 DF7238| PID    Reference Object                     Distance      Geod. Az  |
 DF7238|                                                           dddmmss.s |
 DF7238| DF7239 3505 L                              APPROX. 1.6 KM 1775315.6 |
 DF7238|---------------------------------------------------------------------|
 DF7238
 DF7238                          SUPERSEDED SURVEY CONTROL
 DF7238
 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: 14UPV6106625679(NAD 83)
 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 = OCTOBER  6, 2006
 DF7239 ***********************************************************************
 DF7239  DESIGNATION -  3505 L
 DF7239  PID         -  DF7239
 DF7239  STATE/COUNTY-  MN/KITTSON
 DF7239  USGS QUAD   -  HALLOCK NE (1974)
 DF7239
 DF7239                         *CURRENT SURVEY CONTROL
 DF7239  ___________________________________________________________________
 DF7239* NAD 83(1996)-  48 56 55.71079(N)    096 47 55.20754(W)     ADJUSTED  
 DF7239* NAVD 88     -       288.971  (meters)     948.07   (feet)  ADJUSTED  
 DF7239  ___________________________________________________________________
 DF7239  X           -    -496,832.992 (meters)                     COMP
 DF7239  Y           -  -4,167,390.202 (meters)                     COMP
 DF7239  Z           -   4,787,019.331 (meters)                     COMP
 DF7239  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 DF7239  ELLIP HEIGHT-         261.79  (meters)          (08/15/03) GPS OBS
 DF7239  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DF7239  DYNAMIC HT  -         289.053 (meters)     948.33  (feet)  COMP
 DF7239  MODELED GRAV-     980,887.4   (mgal)                       NAVD 88
 DF7239
 DF7239  HORZ ORDER  -  FIRST
 DF7239  VERT ORDER  -  SECOND    CLASS I
 DF7239  ELLP ORDER  -  THIRD     CLASS II
 DF7239
 DF7239.The horizontal coordinates were established by GPS observations
 DF7239.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7239
 DF7239.The orthometric height was determined by differential leveling
 DF7239.and adjusted by the National Geodetic Survey in April 2004..
 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 DEFLEC99 derived deflections.
 DF7239
 DF7239.The ellipsoidal height was determined by GPS observations
 DF7239.and is referenced to NAD 83.
 DF7239
 DF7239.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF7239;SPC MN N     -   378,746.142   529,162.851   MT  1.00009245   -2 44 29.5
 DF7239;UTM  14      - 5,424,100.492   661,170.461   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 47.2
 DF7239:UTM  14      -  3505 K                                   356 13 40.2
 DF7239
 DF7239|---------------------------------------------------------------------|
 DF7239| PID    Reference Object                     Distance      Geod. Az  |
 DF7239|                                                           dddmmss.s |
 DF7239| DF7238 3505 K                              APPROX. 1.6 KM 3575317.7 |
 DF7239|---------------------------------------------------------------------|
 DF7239
 DF7239                          SUPERSEDED SURVEY CONTROL
 DF7239
 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_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 = OCTOBER  6, 2006
 DF7240 ***********************************************************************
 DF7240  DESIGNATION -  3505 M
 DF7240  PID         -  DF7240
 DF7240  STATE/COUNTY-  MN/KITTSON
 DF7240  USGS QUAD   -  HALLOCK NE (1974)
 DF7240
 DF7240                         *CURRENT SURVEY CONTROL
 DF7240  ___________________________________________________________________
 DF7240* NAD 83(1996)-  48 55 11.80117(N)    096 47 57.15741(W)     ADJUSTED  
 DF7240* NAVD 88     -       283.273  (meters)     929.37   (feet)  ADJUSTED  
 DF7240  ___________________________________________________________________
 DF7240  X           -    -497,158.474 (meters)                     COMP
 DF7240  Y           -  -4,169,784.984 (meters)                     COMP
 DF7240  Z           -   4,784,906.285 (meters)                     COMP
 DF7240  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 DF7240  ELLIP HEIGHT-         256.08  (meters)          (08/15/03) GPS OBS
 DF7240  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DF7240  DYNAMIC HT  -         283.353 (meters)     929.63  (feet)  COMP
 DF7240  MODELED GRAV-     980,885.4   (mgal)                       NAVD 88
 DF7240
 DF7240  HORZ ORDER  -  FIRST
 DF7240  VERT ORDER  -  SECOND    CLASS I
 DF7240  ELLP ORDER  -  THIRD     CLASS II
 DF7240
 DF7240.The horizontal coordinates were established by GPS observations
 DF7240.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7240
 DF7240.The orthometric height was determined by differential leveling
 DF7240.and adjusted by the National Geodetic Survey in April 2004..
 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 DEFLEC99 derived deflections.
 DF7240
 DF7240.The ellipsoidal height was determined by GPS observations
 DF7240.and is referenced to NAD 83.
 DF7240
 DF7240.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF7240;SPC MN N     -   375,541.537   528,969.654   MT  1.00008271   -2 44 30.9
 DF7240;UTM  14      - 5,420,891.051   661,223.767   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 39.0
 DF7240:UTM  14      -  3505 N                                   178 50 34.6
 DF7240
 DF7240|---------------------------------------------------------------------|
 DF7240| PID    Reference Object                     Distance      Geod. Az  |
 DF7240|                                                           dddmmss.s |
 DF7240| DF7241 3505 N                              APPROX. 1.6 KM 1803008.1 |
 DF7240|---------------------------------------------------------------------|
 DF7240
 DF7240                          SUPERSEDED SURVEY CONTROL
 DF7240
 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: 14UPV6122420891(NAD 83)
 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 = OCTOBER  6, 2006
 DF7241 ***********************************************************************
 DF7241  DESIGNATION -  3505 N
 DF7241  PID         -  DF7241
 DF7241  STATE/COUNTY-  MN/KITTSON
 DF7241  USGS QUAD   -  HALLOCK NE (1974)
 DF7241
 DF7241                         *CURRENT SURVEY CONTROL
 DF7241  ___________________________________________________________________
 DF7241* NAD 83(1996)-  48 54 18.52661(N)    096 47 57.86582(W)     ADJUSTED  
 DF7241* NAVD 88     -       280.906  (meters)     921.61   (feet)  ADJUSTED  
 DF7241  ___________________________________________________________________
 DF7241  X           -    -497,319.471 (meters)                     COMP
 DF7241  Y           -  -4,171,013.440 (meters)                     COMP
 DF7241  Z           -   4,783,822.878 (meters)                     COMP
 DF7241  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 DF7241  ELLIP HEIGHT-         253.71  (meters)          (08/15/03) GPS OBS
 DF7241  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DF7241  DYNAMIC HT  -         280.985 (meters)     921.87  (feet)  COMP
 DF7241  MODELED GRAV-     980,884.6   (mgal)                       NAVD 88
 DF7241
 DF7241  HORZ ORDER  -  FIRST
 DF7241  VERT ORDER  -  SECOND    CLASS I
 DF7241  ELLP ORDER  -  THIRD     CLASS II
 DF7241
 DF7241.The horizontal coordinates were established by GPS observations
 DF7241.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7241
 DF7241.The orthometric height was determined by differential leveling
 DF7241.and adjusted by the National Geodetic Survey in April 2004..
 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 DEFLEC99 derived deflections.
 DF7241
 DF7241.The ellipsoidal height was determined by GPS observations
 DF7241.and is referenced to NAD 83.
 DF7241
 DF7241.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF7241;SPC MN N     -   373,898.268   528,876.510   MT  1.00007782   -2 44 31.5
 DF7241;UTM  14      - 5,419,245.745   661,256.992   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  =   0.99987970
 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  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: 14UPV6125719246(NAD 83)
 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 = OCTOBER  6, 2006
 DF7242 ***********************************************************************
 DF7242  DESIGNATION -  3505 P
 DF7242  PID         -  DF7242
 DF7242  STATE/COUNTY-  MN/KITTSON
 DF7242  USGS QUAD   -  LANCASTER (1974)
 DF7242
 DF7242                         *CURRENT SURVEY CONTROL
 DF7242  ___________________________________________________________________
 DF7242* NAD 83(1996)-  48 52 27.35038(N)    096 47 57.53458(W)     ADJUSTED  
 DF7242* NAVD 88     -       280.089  (meters)     918.93   (feet)  ADJUSTED  
 DF7242  ___________________________________________________________________
 DF7242  X           -    -497,619.070 (meters)                     COMP
 DF7242  Y           -  -4,173,583.191 (meters)                     COMP
 DF7242  Z           -   4,781,564.044 (meters)                     COMP
 DF7242  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 DF7242  ELLIP HEIGHT-         252.88  (meters)          (08/15/03) GPS OBS
 DF7242  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 DF7242  DYNAMIC HT  -         280.168 (meters)     919.18  (feet)  COMP
 DF7242  MODELED GRAV-     980,883.4   (mgal)                       NAVD 88
 DF7242
 DF7242  HORZ ORDER  -  FIRST
 DF7242  VERT ORDER  -  SECOND    CLASS I
 DF7242  ELLP ORDER  -  THIRD     CLASS II
 DF7242
 DF7242.The horizontal coordinates were established by GPS observations
 DF7242.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7242
 DF7242.The orthometric height was determined by differential leveling
 DF7242.and adjusted by the National Geodetic Survey in April 2004..
 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 DEFLEC99 derived deflections.
 DF7242
 DF7242.The ellipsoidal height was determined by GPS observations
 DF7242.and is referenced to NAD 83.
 DF7242
 DF7242.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF7242;SPC MN N     -   370,467.283   528,718.942   MT  1.00006782   -2 44 31.2
 DF7242;UTM  14      - 5,415,813.310   661,363.121   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  =   0.99988026
 DF7242
 DF7242:                Primary Azimuth Mark                     Grid Az
 DF7242:SPC MN N     -  3505 Q                                   183 06 37.9
 DF7242:UTM  14      -  3505 Q                                   178 42 37.7
 DF7242
 DF7242|---------------------------------------------------------------------|
 DF7242| PID    Reference Object                     Distance      Geod. Az  |
 DF7242|                                                           dddmmss.s |
 DF7242| DF7243 3505 Q                              APPROX. 1.1 KM 1802206.7 |
 DF7242|---------------------------------------------------------------------|
 DF7242
 DF7242                          SUPERSEDED SURVEY CONTROL
 DF7242
 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_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 = OCTOBER  6, 2006
 DF7243 ***********************************************************************
 DF7243  DESIGNATION -  3505 Q
 DF7243  PID         -  DF7243
 DF7243  STATE/COUNTY-  MN/KITTSON
 DF7243  USGS QUAD   -  LANCASTER (1974)
 DF7243
 DF7243                         *CURRENT SURVEY CONTROL
 DF7243  ___________________________________________________________________
 DF7243* NAD 83(1996)-  48 51 51.73526(N)    096 47 57.88180(W)     ADJUSTED  
 DF7243* NAVD 88     -       276.093  (meters)     905.82   (feet)  ADJUSTED  
 DF7243  ___________________________________________________________________
 DF7243  X           -    -497,723.898 (meters)                     COMP
 DF7243  Y           -  -4,174,402.615 (meters)                     COMP
 DF7243  Z           -   4,780,837.326 (meters)                     COMP
 DF7243  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 DF7243  ELLIP HEIGHT-         248.88  (meters)          (08/15/03) GPS OBS
 DF7243  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DF7243  DYNAMIC HT  -         276.170 (meters)     906.07  (feet)  COMP
 DF7243  MODELED GRAV-     980,883.1   (mgal)                       NAVD 88
 DF7243
 DF7243  HORZ ORDER  -  FIRST
 DF7243  VERT ORDER  -  SECOND    CLASS I
 DF7243  ELLP ORDER  -  THIRD     CLASS II
 DF7243
 DF7243.The horizontal coordinates were established by GPS observations
 DF7243.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7243
 DF7243.The orthometric height was determined by differential leveling
 DF7243.and adjusted by the National Geodetic Survey in April 2004..
 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 DEFLEC99 derived deflections.
 DF7243
 DF7243.The ellipsoidal height was determined by GPS observations
 DF7243.and is referenced to NAD 83.
 DF7243
 DF7243.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF7243;SPC MN N     -   369,368.626   528,659.238   MT  1.00006468   -2 44 31.5
 DF7243;UTM  14      - 5,414,713.471   661,387.876   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 37.9
 DF7243:UTM  14      -  3505 P                                   358 42 38.5
 DF7243
 DF7243|---------------------------------------------------------------------|
 DF7243| PID    Reference Object                     Distance      Geod. Az  |
 DF7243|                                                           dddmmss.s |
 DF7243| DF7242 3505 P                              APPROX. 1.1 KM 0002206.4 |
 DF7243|---------------------------------------------------------------------|
 DF7243
 DF7243                          SUPERSEDED SURVEY CONTROL
 DF7243
 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: 14UPV6138814713(NAD 83)
 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 = OCTOBER  6, 2006
 DF8895 ***********************************************************************
 DF8895  DESIGNATION -  3505 Q 1
 DF8895  PID         -  DF8895
 DF8895  STATE/COUNTY-  MN/KITTSON
 DF8895  USGS QUAD   -  CARIBOU (1966)
 DF8895
 DF8895                         *CURRENT SURVEY CONTROL
 DF8895  ___________________________________________________________________
 DF8895* NAD 83(1986)-  48 58 45.     (N)    096 27 31.     (W)     SCALED    
 DF8895* NAVD 88     -       309.832  (meters)    1016.51   (feet)  ADJUSTED  
 DF8895  ___________________________________________________________________
 DF8895  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DF8895  DYNAMIC HT  -         309.923 (meters)    1016.81  (feet)  COMP
 DF8895  MODELED GRAV-     980,893.5   (mgal)                       NAVD 88
 DF8895
 DF8895  VERT ORDER  -  SECOND    CLASS I
 DF8895
 DF8895.The horizontal coordinates were scaled from a topographic map and have
 DF8895.an estimated accuracy of +/- 6 seconds.
 DF8895
 DF8895.The orthometric height was determined by differential leveling
 DF8895.and adjusted by the National Geodetic Survey in April 2004..
 DF8895
 DF8895.The geoid height was determined by GEOID03.
 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     -   380,980.      554,190.      MT  (+/- 180 meters Scaled)
 DF8895
 DF8895                          SUPERSEDED SURVEY CONTROL
 DF8895
 DF8895.No superseded survey control is available for this station.
 DF8895
 DF8895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV859282(NAD 83)
 DF8895_MARKER: DD = SURVEY DISK
 DF8895_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF8895_SP_SET: 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 SUITABLE FOR
 DF8895+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DF8895
 DF8895  HISTORY     - Date     Condition        Report By
 DF8895  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8858 ***********************************************************************
 DF8858  DESIGNATION -  3506 K
 DF8858  PID         -  DF8858
 DF8858  STATE/COUNTY-  MN/KITTSON
 DF8858  USGS QUAD   -  SKULL LAKE SW (1966)
 DF8858
 DF8858                         *CURRENT SURVEY CONTROL
 DF8858  ___________________________________________________________________
 DF8858* NAD 83(1986)-  48 48 13.     (N)    096 43 50.     (W)     SCALED    
 DF8858* NAVD 88     -       283.769  (meters)     931.00   (feet)  ADJUSTED  
 DF8858  ___________________________________________________________________
 DF8858  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DF8858  DYNAMIC HT  -         283.847 (meters)     931.25  (feet)  COMP
 DF8858  MODELED GRAV-     980,879.5   (mgal)                       NAVD 88
 DF8858
 DF8858  VERT ORDER  -  SECOND    CLASS I
 DF8858
 DF8858.The horizontal coordinates were scaled from a topographic map and have
 DF8858.an estimated accuracy of +/- 6 seconds.
 DF8858
 DF8858.The orthometric height was determined by differential leveling
 DF8858.and adjusted by the National Geodetic Survey in April 2004..
 DF8858.No vertical observational check was made to the station.
 DF8858
 DF8858.The geoid height was determined by GEOID03.
 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     -   362,380.      533,390.      MT  (+/- 180 meters Scaled)
 DF8858
 DF8858                          SUPERSEDED SURVEY CONTROL
 DF8858
 DF8858.No superseded survey control is available for this station.
 DF8858
 DF8858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV666081(NAD 83)
 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 = OCTOBER  6, 2006
 DF8857 ***********************************************************************
 DF8857  DESIGNATION -  3506 P
 DF8857  PID         -  DF8857
 DF8857  STATE/COUNTY-  MN/KITTSON
 DF8857  USGS QUAD   -  SKULL LAKE SW (1966)
 DF8857
 DF8857                         *CURRENT SURVEY CONTROL
 DF8857  ___________________________________________________________________
 DF8857* NAD 83(1986)-  48 46 45.     (N)    096 42 22.     (W)     SCALED    
 DF8857* NAVD 88     -       286.517  (meters)     940.01   (feet)  ADJUSTED  
 DF8857  ___________________________________________________________________
 DF8857  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DF8857  DYNAMIC HT  -         286.595 (meters)     940.27  (feet)  COMP
 DF8857  MODELED GRAV-     980,875.8   (mgal)                       NAVD 88
 DF8857
 DF8857  VERT ORDER  -  SECOND    CLASS I
 DF8857
 DF8857.The horizontal coordinates were scaled from a topographic map and have
 DF8857.an estimated accuracy of +/- 6 seconds.
 DF8857
 DF8857.The orthometric height was determined by differential leveling
 DF8857.and adjusted by the National Geodetic Survey in April 2004..
 DF8857.No vertical observational check was made to the station.
 DF8857
 DF8857.The geoid height was determined by GEOID03.
 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     -   359,580.      535,060.      MT  (+/- 180 meters Scaled)
 DF8857
 DF8857                          SUPERSEDED SURVEY CONTROL
 DF8857
 DF8857.No superseded survey control is available for this station.
 DF8857
 DF8857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV685054(NAD 83)
 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 = OCTOBER  6, 2006
 DF7244 ***********************************************************************
 DF7244  DESIGNATION -  3506 Q
 DF7244  PID         -  DF7244
 DF7244  STATE/COUNTY-  MN/KITTSON
 DF7244  USGS QUAD   -  SKULL LAKE SW (1966)
 DF7244
 DF7244                         *CURRENT SURVEY CONTROL
 DF7244  ___________________________________________________________________
 DF7244* NAD 83(1996)-  48 47 02.12710(N)    096 42 42.02977(W)     ADJUSTED  
 DF7244* NAVD 88     -       287.030  (meters)     941.70   (feet)  ADJUSTED  
 DF7244  ___________________________________________________________________
 DF7244  X           -    -492,118.939 (meters)                     COMP
 DF7244  Y           -  -4,181,854.840 (meters)                     COMP
 DF7244  Z           -   4,774,955.361 (meters)                     COMP
 DF7244  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 DF7244  ELLIP HEIGHT-         259.76  (meters)          (08/15/03) GPS OBS
 DF7244  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DF7244  DYNAMIC HT  -         287.109 (meters)     941.96  (feet)  COMP
 DF7244  MODELED GRAV-     980,876.7   (mgal)                       NAVD 88
 DF7244
 DF7244  HORZ ORDER  -  FIRST
 DF7244  VERT ORDER  -  SECOND    CLASS I
 DF7244  ELLP ORDER  -  THIRD     CLASS II
 DF7244
 DF7244.The horizontal coordinates were established by GPS observations
 DF7244.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7244
 DF7244.The orthometric height was determined by differential leveling
 DF7244.and adjusted by the National Geodetic Survey in April 2004..
 DF7244.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DF7244
 DF7244.The ellipsoidal height was determined by GPS observations
 DF7244.and is referenced to NAD 83.
 DF7244
 DF7244.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF7244;SPC MN N     -   360,127.409   534,671.855   MT  1.00004029   -2 40 37.4
 DF7244;UTM  14      - 5,405,961.733   668,090.849   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  =   0.99990642
 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  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: 14UPV6809105962(NAD 83)
 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 - October 09, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7245 ***********************************************************************
 DF7245  DESIGNATION -  3506 R
 DF7245  PID         -  DF7245
 DF7245  STATE/COUNTY-  MN/KITTSON
 DF7245  USGS QUAD   -  SKULL LAKE SW (1966)
 DF7245
 DF7245                         *CURRENT SURVEY CONTROL
 DF7245  ___________________________________________________________________
 DF7245* NAD 83(1996)-  48 47 42.81960(N)    096 43 21.08784(W)     ADJUSTED  
 DF7245* NAVD 88     -       285.538  (meters)     936.80   (feet)  ADJUSTED  
 DF7245  ___________________________________________________________________
 DF7245  X           -    -492,799.985 (meters)                     COMP
 DF7245  Y           -  -4,180,821.424 (meters)                     COMP
 DF7245  Z           -   4,775,782.425 (meters)                     COMP
 DF7245  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 DF7245  ELLIP HEIGHT-         258.27  (meters)          (08/15/03) GPS OBS
 DF7245  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DF7245  DYNAMIC HT  -         285.617 (meters)     937.06  (feet)  COMP
 DF7245  MODELED GRAV-     980,878.5   (mgal)                       NAVD 88
 DF7245
 DF7245  HORZ ORDER  -  FIRST
 DF7245  VERT ORDER  -  SECOND    CLASS I
 DF7245  ELLP ORDER  -  THIRD     CLASS II
 DF7245
 DF7245.The horizontal coordinates were established by GPS observations
 DF7245.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7245
 DF7245.The orthometric height was determined by differential leveling
 DF7245.and adjusted by the National Geodetic Survey in April 2004..
 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 DEFLEC99 derived deflections.
 DF7245
 DF7245.The ellipsoidal height was determined by GPS observations
 DF7245.and is referenced to NAD 83.
 DF7245
 DF7245.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF7245;SPC MN N     -   361,420.388   533,934.282   MT  1.00004359   -2 41 06.3
 DF7245;UTM  14      - 5,407,194.213   667,256.358   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  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_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 5 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 - October 16, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7246 ***********************************************************************
 DF7246  DESIGNATION -  3506 S
 DF7246  PID         -  DF7246
 DF7246  STATE/COUNTY-  MN/KITTSON
 DF7246  USGS QUAD   -  SKULL LAKE SW (1966)
 DF7246
 DF7246                         *CURRENT SURVEY CONTROL
 DF7246  ___________________________________________________________________
 DF7246* NAD 83(1996)-  48 48 29.18132(N)    096 44 05.45302(W)     ADJUSTED  
 DF7246* NAVD 88     -       283.218  (meters)     929.19   (feet)  ADJUSTED  
 DF7246  ___________________________________________________________________
 DF7246  X           -    -493,572.662 (meters)                     COMP
 DF7246  Y           -  -4,179,643.624 (meters)                     COMP
 DF7246  Z           -   4,776,724.028 (meters)                     COMP
 DF7246  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 DF7246  ELLIP HEIGHT-         255.96  (meters)          (08/15/03) GPS OBS
 DF7246  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DF7246  DYNAMIC HT  -         283.296 (meters)     929.45  (feet)  COMP
 DF7246  MODELED GRAV-     980,879.9   (mgal)                       NAVD 88
 DF7246
 DF7246  HORZ ORDER  -  FIRST
 DF7246  VERT ORDER  -  SECOND    CLASS I
 DF7246  ELLP ORDER  -  THIRD     CLASS II
 DF7246
 DF7246.The horizontal coordinates were established by GPS observations
 DF7246.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7246
 DF7246.The orthometric height was determined by differential leveling
 DF7246.and adjusted by the National Geodetic Survey in April 2004..
 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 DEFLEC99 derived deflections.
 DF7246
 DF7246.The ellipsoidal height was determined by GPS observations
 DF7246.and is referenced to NAD 83.
 DF7246
 DF7246.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF7246;SPC MN N     -   362,893.498   533,097.126   MT  1.00004741   -2 41 39.2
 DF7246;UTM  14      - 5,408,598.625   666,308.776   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  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: 14UPV6630908599(NAD 83)
 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 = OCTOBER  6, 2006
 DF7247 ***********************************************************************
 DF7247  DESIGNATION -  3506 T
 DF7247  PID         -  DF7247
 DF7247  STATE/COUNTY-  MN/KITTSON
 DF7247  USGS QUAD   -  SKULL LAKE SW (1966)
 DF7247
 DF7247                         *CURRENT SURVEY CONTROL
 DF7247  ___________________________________________________________________
 DF7247* NAD 83(1996)-  48 49 14.38859(N)    096 44 48.67538(W)     ADJUSTED  
 DF7247* NAVD 88     -       283.282  (meters)     929.40   (feet)  ADJUSTED  
 DF7247  ___________________________________________________________________
 DF7247  X           -    -494,325.017 (meters)                     COMP
 DF7247  Y           -  -4,178,496.424 (meters)                     COMP
 DF7247  Z           -   4,777,643.700 (meters)                     COMP
 DF7247  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 DF7247  ELLIP HEIGHT-         256.03  (meters)          (08/15/03) GPS OBS
 DF7247  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DF7247  DYNAMIC HT  -         283.361 (meters)     929.66  (feet)  COMP
 DF7247  MODELED GRAV-     980,880.8   (mgal)                       NAVD 88
 DF7247
 DF7247  HORZ ORDER  -  FIRST
 DF7247  VERT ORDER  -  SECOND    CLASS I
 DF7247  ELLP ORDER  -  THIRD     CLASS II
 DF7247
 DF7247.The horizontal coordinates were established by GPS observations
 DF7247.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7247
 DF7247.The orthometric height was determined by differential leveling
 DF7247.and adjusted by the National Geodetic Survey in April 2004..
 DF7247.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DF7247
 DF7247.The ellipsoidal height was determined by GPS observations
 DF7247.and is referenced to NAD 83.
 DF7247
 DF7247.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF7247;SPC MN N     -   364,330.017   532,282.039   MT  1.00005118   -2 42 11.2
 DF7247;UTM  14      - 5,409,968.237   665,386.003   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  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_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 - October 16, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7248 ***********************************************************************
 DF7248  DESIGNATION -  3506 U
 DF7248  PID         -  DF7248
 DF7248  STATE/COUNTY-  MN/KITTSON
 DF7248  USGS QUAD   -  LANCASTER (1974)
 DF7248
 DF7248                         *CURRENT SURVEY CONTROL
 DF7248  ___________________________________________________________________
 DF7248* NAD 83(1996)-  48 49 58.78716(N)    096 45 26.52864(W)     ADJUSTED  
 DF7248* NAVD 88     -       282.713  (meters)     927.53   (feet)  ADJUSTED  
 DF7248  ___________________________________________________________________
 DF7248  X           -    -494,970.316 (meters)                     COMP
 DF7248  Y           -  -4,177,380.040 (meters)                     COMP
 DF7248  Z           -   4,778,546.225 (meters)                     COMP
 DF7248  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 DF7248  ELLIP HEIGHT-         255.47  (meters)          (08/15/03) GPS OBS
 DF7248  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DF7248  DYNAMIC HT  -         282.792 (meters)     927.79  (feet)  COMP
 DF7248  MODELED GRAV-     980,881.3   (mgal)                       NAVD 88
 DF7248
 DF7248  HORZ ORDER  -  FIRST
 DF7248  VERT ORDER  -  SECOND    CLASS I
 DF7248  ELLP ORDER  -  THIRD     CLASS II
 DF7248
 DF7248.The horizontal coordinates were established by GPS observations
 DF7248.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7248
 DF7248.The orthometric height was determined by differential leveling
 DF7248.and adjusted by the National Geodetic Survey in April 2004..
 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 DEFLEC99 derived deflections.
 DF7248
 DF7248.The ellipsoidal height was determined by GPS observations
 DF7248.and is referenced to NAD 83.
 DF7248
 DF7248.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF7248;SPC MN N     -   365,736.525   531,575.587   MT  1.00005493   -2 42 39.3
 DF7248;UTM  14      - 5,411,316.250   664,573.837   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  NAVD 88 (08/15/03)  282.71   (m)          927.5    (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: 14UPV6457411316(NAD 83)
 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 = OCTOBER  6, 2006
 DF7249 ***********************************************************************
 DF7249  DESIGNATION -  3506 V
 DF7249  PID         -  DF7249
 DF7249  STATE/COUNTY-  MN/KITTSON
 DF7249  USGS QUAD   -  LANCASTER (1974)
 DF7249
 DF7249                         *CURRENT SURVEY CONTROL
 DF7249  ___________________________________________________________________
 DF7249* NAD 83(1996)-  48 50 45.28523(N)    096 46 37.51325(W)     ADJUSTED  
 DF7249* NAVD 88     -       280.708  (meters)     920.96   (feet)  ADJUSTED  
 DF7249  ___________________________________________________________________
 DF7249  X           -    -496,280.131 (meters)                     COMP
 DF7249  Y           -  -4,176,134.268 (meters)                     COMP
 DF7249  Z           -   4,779,490.127 (meters)                     COMP
 DF7249  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 DF7249  ELLIP HEIGHT-         253.47  (meters)          (08/15/03) GPS OBS
 DF7249  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DF7249  DYNAMIC HT  -         280.787 (meters)     921.22  (feet)  COMP
 DF7249  MODELED GRAV-     980,882.0   (mgal)                       NAVD 88
 DF7249
 DF7249  HORZ ORDER  -  FIRST
 DF7249  VERT ORDER  -  SECOND    CLASS I
 DF7249  ELLP ORDER  -  THIRD     CLASS II
 DF7249
 DF7249.The horizontal coordinates were established by GPS observations
 DF7249.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7249
 DF7249.The orthometric height was determined by differential leveling
 DF7249.and adjusted by the National Geodetic Survey in April 2004..
 DF7249.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DF7249
 DF7249.The ellipsoidal height was determined by GPS observations
 DF7249.and is referenced to NAD 83.
 DF7249
 DF7249.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF7249;SPC MN N     -   367,239.997   530,197.826   MT  1.00005891   -2 43 31.9
 DF7249;UTM  14      - 5,412,709.424   663,084.992   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  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: 14UPV6308512709(NAD 83)
 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 - October 16, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD0723 ***********************************************************************
 TD0723  DESIGNATION -  3507 A
 TD0723  PID         -  TD0723
 TD0723  STATE/COUNTY-  MN/KITTSON
 TD0723  USGS QUAD   -  PEMBINA (1979)
 TD0723
 TD0723                         *CURRENT SURVEY CONTROL
 TD0723  ___________________________________________________________________
 TD0723* NAD 83(1986)-  48 57 57.     (N)    097 14 01.     (W)     SCALED    
 TD0723* NAVD 88     -       240.561  (meters)     789.24   (feet)  ADJUSTED  
 TD0723  ___________________________________________________________________
 TD0723  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 TD0723  DYNAMIC HT  -         240.634 (meters)     789.48  (feet)  COMP
 TD0723  MODELED GRAV-     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
 TD0723.and adjusted by the National Geodetic Survey in June 1991..
 TD0723
 TD0723.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TD0718 ***********************************************************************
 TD0718  DESIGNATION -  3507 C
 TD0718  PID         -  TD0718
 TD0718  STATE/COUNTY-  MN/KITTSON
 TD0718  USGS QUAD   -  PEMBINA (1979)
 TD0718
 TD0718                         *CURRENT SURVEY CONTROL
 TD0718  ___________________________________________________________________
 TD0718* NAD 83(1986)-  48 58 18.     (N)    097 11 54.     (W)     SCALED    
 TD0718* NAVD 88     -       242.830  (meters)     796.68   (feet)  ADJUSTED  
 TD0718  ___________________________________________________________________
 TD0718  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 TD0718  DYNAMIC HT  -         242.903 (meters)     796.92  (feet)  COMP
 TD0718  MODELED GRAV-     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
 TD0718.and adjusted by the National Geodetic Survey in June 1991..
 TD0718.WARNING-Repeat measurements at this control monument indicate possible
 TD0718.vertical movement.
 TD0718
 TD0718.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TD0756 ***********************************************************************
 TD0756  DESIGNATION -  3508 A
 TD0756  PID         -  TD0756
 TD0756  STATE/COUNTY-  MN/KITTSON
 TD0756  USGS QUAD   -  DONALDSON (1974)
 TD0756
 TD0756                         *CURRENT SURVEY CONTROL
 TD0756  ___________________________________________________________________
 TD0756* NAD 83(1986)-  48 35 13.     (N)    096 53 57.     (W)     SCALED    
 TD0756* NAVD 88     -       252.384  (meters)     828.03   (feet)  ADJUSTED  
 TD0756  ___________________________________________________________________
 TD0756  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 TD0756  DYNAMIC HT  -         252.446 (meters)     828.23  (feet)  COMP
 TD0756  MODELED GRAV-     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
 TD0756.and adjusted by the National Geodetic Survey in June 1991..
 TD0756
 TD0756.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 TD0756_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TD0756_SP_SET: LARGE HEADWALL
 TD0756_STAMPING: N0. 3508 A 1949 ADJ. 1929
 TD0756_MARK LOGO: MNHD  
 TD0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0756
 TD0756  HISTORY     - Date     Condition        Report By
 TD0756  HISTORY     - 1949     MONUMENTED       MNDT
 TD0756  HISTORY     - 1981     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD0755 ***********************************************************************
 TD0755  DESIGNATION -  3508 C
 TD0755  PID         -  TD0755
 TD0755  STATE/COUNTY-  MN/KITTSON
 TD0755  USGS QUAD   -  DONALDSON (1974)
 TD0755
 TD0755                         *CURRENT SURVEY CONTROL
 TD0755  ___________________________________________________________________
 TD0755* NAD 83(1986)-  48 36 03.     (N)    096 54 05.     (W)     SCALED    
 TD0755* NAVD 88     -       252.062  (meters)     826.97   (feet)  ADJUSTED  
 TD0755  ___________________________________________________________________
 TD0755  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 TD0755  DYNAMIC HT  -         252.125 (meters)     827.18  (feet)  COMP
 TD0755  MODELED GRAV-     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
 TD0755.and adjusted by the National Geodetic Survey in June 1991..
 TD0755
 TD0755.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 TD0755_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 TD0752 ***********************************************************************
 TD0752  DESIGNATION -  3508 E
 TD0752  PID         -  TD0752
 TD0752  STATE/COUNTY-  MN/KITTSON
 TD0752  USGS QUAD   -  KENNEDY (1974)
 TD0752
 TD0752                         *CURRENT SURVEY CONTROL
 TD0752  ___________________________________________________________________
 TD0752* NAD 83(1986)-  48 38 50.     (N)    096 54 37.     (W)     SCALED    
 TD0752* NAVD 88     -       252.149  (meters)     827.26   (feet)  ADJUSTED  
 TD0752  ___________________________________________________________________
 TD0752  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 TD0752  DYNAMIC HT  -         252.213 (meters)     827.47  (feet)  COMP
 TD0752  MODELED GRAV-     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
 TD0752.and adjusted by the National Geodetic Survey in June 1991..
 TD0752
 TD0752.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TD0750 ***********************************************************************
 TD0750  DESIGNATION -  3508 F
 TD0750  PID         -  TD0750
 TD0750  STATE/COUNTY-  MN/KITTSON
 TD0750  USGS QUAD   -  KENNEDY (1974)
 TD0750
 TD0750                         *CURRENT SURVEY CONTROL
 TD0750  ___________________________________________________________________
 TD0750* NAD 83(1986)-  48 40 24.     (N)    096 54 36.     (W)     SCALED    
 TD0750* NAVD 88     -       252.177  (meters)     827.35   (feet)  ADJUSTED  
 TD0750  ___________________________________________________________________
 TD0750  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 TD0750  DYNAMIC HT  -         252.242 (meters)     827.56  (feet)  COMP
 TD0750  MODELED GRAV-     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
 TD0750.and adjusted by the National Geodetic Survey in June 1991..
 TD0750
 TD0750.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TD0749 ***********************************************************************
 TD0749  DESIGNATION -  3508 G
 TD0749  PID         -  TD0749
 TD0749  STATE/COUNTY-  MN/KITTSON
 TD0749  USGS QUAD   -  KENNEDY (1974)
 TD0749
 TD0749                         *CURRENT SURVEY CONTROL
 TD0749  ___________________________________________________________________
 TD0749* NAD 83(1986)-  48 41 16.     (N)    096 54 36.     (W)     SCALED    
 TD0749* NAVD 88     -       252.331  (meters)     827.86   (feet)  ADJUSTED  
 TD0749  ___________________________________________________________________
 TD0749  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 TD0749  DYNAMIC HT  -         252.397 (meters)     828.07  (feet)  COMP
 TD0749  MODELED GRAV-     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
 TD0749.and adjusted by the National Geodetic Survey in June 1991..
 TD0749
 TD0749.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TD0731 ***********************************************************************
 TD0731  DESIGNATION -  3509 A
 TD0731  PID         -  TD0731
 TD0731  STATE/COUNTY-  MN/KITTSON
 TD0731  USGS QUAD   -  HALLOCK (1974)
 TD0731
 TD0731                         *CURRENT SURVEY CONTROL
 TD0731  ___________________________________________________________________
 TD0731* NAD 83(1986)-  48 47 22.     (N)    096 57 21.     (W)     SCALED    
 TD0731* NAVD 88     -       247.317  (meters)     811.41   (feet)  ADJUSTED  
 TD0731  ___________________________________________________________________
 TD0731  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 TD0731  DYNAMIC HT  -         247.385 (meters)     811.63  (feet)  COMP
 TD0731  MODELED GRAV-     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
 TD0731.and adjusted by the National Geodetic Survey in June 1991..
 TD0731
 TD0731.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TD0714 ***********************************************************************
 TD0714  DESIGNATION -  3509 AB
 TD0714  PID         -  TD0714
 TD0714  STATE/COUNTY-  MN/KITTSON
 TD0714  USGS QUAD   -  PEMBINA (1979)
 TD0714
 TD0714                         *CURRENT SURVEY CONTROL
 TD0714  ___________________________________________________________________
 TD0714* NAD 83(1986)-  48 59 13.     (N)    097 12 13.     (W)     SCALED    
 TD0714* NAVD 88     -       240.459  (meters)     788.91   (feet)  ADJUSTED  
 TD0714  ___________________________________________________________________
 TD0714  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 TD0714  DYNAMIC HT  -         240.532 (meters)     789.15  (feet)  COMP
 TD0714  MODELED GRAV-     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
 TD0714.and adjusted by the National Geodetic Survey in June 1991..
 TD0714
 TD0714.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 TD0714_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TD0714_SP_SET: CULVERT
 TD0714_STAMPING: 3509 AB1978
 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 = OCTOBER  6, 2006
 TD0734 ***********************************************************************
 TD0734  DESIGNATION -  3509 E
 TD0734  PID         -  TD0734
 TD0734  STATE/COUNTY-  MN/KITTSON
 TD0734  USGS QUAD   -  HILL SIDING (1974)
 TD0734
 TD0734                         *CURRENT SURVEY CONTROL
 TD0734  ___________________________________________________________________
 TD0734* NAD 83(1986)-  48 50 55.     (N)    097 00 25.     (W)     SCALED    
 TD0734* NAVD 88     -       245.103  (meters)     804.14   (feet)  ADJUSTED  
 TD0734  ___________________________________________________________________
 TD0734  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 TD0734  DYNAMIC HT  -         245.172 (meters)     804.37  (feet)  COMP
 TD0734  MODELED GRAV-     980,884.9   (mgal)                       NAVD 88
 TD0734
 TD0734  VERT ORDER  -  FIRST     CLASS II
 TD0734
 TD0734.The horizontal coordinates were scaled from a topographic map and have
 TD0734.an estimated accuracy of +/- 6 seconds.
 TD0734
 TD0734.The orthometric height was determined by differential leveling
 TD0734.and adjusted by the National Geodetic Survey in June 1991..
 TD0734
 TD0734.The geoid height was determined by GEOID03.
 TD0734
 TD0734.The dynamic height is computed by dividing the NAVD 88
 TD0734.geopotential number by the normal gravity value computed on the
 TD0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0734.degrees latitude (g = 980.6199 gals.).
 TD0734
 TD0734.The modeled gravity was interpolated from observed gravity values.
 TD0734
 TD0734;                    North         East    Units  Estimated Accuracy
 TD0734;SPC MN N     -   368,370.      513,360.      MT  (+/- 180 meters Scaled)
 TD0734
 TD0734                          SUPERSEDED SURVEY CONTROL
 TD0734
 TD0734.No superseded survey control is available for this station.
 TD0734
 TD0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV462125(NAD 83)
 TD0734_MARKER: DD = SURVEY DISK
 TD0734_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TD0734_SP_SET: BRIDGE
 TD0734_STAMPING: 3509 E
 TD0734_MARK LOGO: MNDT  
 TD0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0734
 TD0734  HISTORY     - Date     Condition        Report By
 TD0734  HISTORY     - UNK      MONUMENTED       MNDT
 TD0734  HISTORY     - 1981     GOOD             NGS
 TD0734
 TD0734                          STATION DESCRIPTION
 TD0734
 TD0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TD0734'0.65 KM (0.4 MI) NW FROM NORTHCOTE.
 TD0734'0.65 KM (0.4 MI) NORTHWEST ALONG U.S. HIGHWAY 75 FROM THE JUNCTION OF
 TD0734'COUNTY ROAD 4 EAST IN NORTHCOTE, SET IN TOP OF THE SOUTHEAST CONCRETE
 TD0734'WINGWALL OF BRIDGE NUMBER 6874 OVER TWO RIVERS NORTH BRANCH,
 TD0734'6.7 METERS (22.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 TD0734'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD0850 ***********************************************************************
 TD0850  DESIGNATION -  3516 B
 TD0850  PID         -  TD0850
 TD0850  STATE/COUNTY-  MN/KITTSON
 TD0850  USGS QUAD   -  LANCASTER (1974)
 TD0850
 TD0850                         *CURRENT SURVEY CONTROL
 TD0850  ___________________________________________________________________
 TD0850* NAD 83(1986)-  48 46 29.     (N)    096 52 27.     (W)     SCALED    
 TD0850* NAVD 88     -       255.072  (meters)     836.85   (feet)  ADJUSTED  
 TD0850  ___________________________________________________________________
 TD0850  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 TD0850  DYNAMIC HT  -         255.142 (meters)     837.08  (feet)  COMP
 TD0850  MODELED GRAV-     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
 TD0850.and adjusted by the National Geodetic Survey in June 1991..
 TD0850
 TD0850.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 TD0850_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TD0850_SP_SET: BRIDGE
 TD0850_STAMPING: D D
 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 = OCTOBER  6, 2006
 TD0849 ***********************************************************************
 TD0849  DESIGNATION -  3516 C
 TD0849  PID         -  TD0849
 TD0849  STATE/COUNTY-  MN/KITTSON
 TD0849  USGS QUAD   -  LANCASTER (1974)
 TD0849
 TD0849                         *CURRENT SURVEY CONTROL
 TD0849  ___________________________________________________________________
 TD0849* NAD 83(1986)-  48 46 29.     (N)    096 51 52.     (W)     SCALED    
 TD0849* NAVD 88     -       257.251  (meters)     844.00   (feet)  ADJUSTED  
 TD0849  ___________________________________________________________________
 TD0849  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 TD0849  DYNAMIC HT  -         257.322 (meters)     844.23  (feet)  COMP
 TD0849  MODELED GRAV-     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
 TD0849.and adjusted by the National Geodetic Survey in June 1991..
 TD0849
 TD0849.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 TD0849_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TD0849_SP_SET: BRIDGE
 TD0849_STAMPING: E E
 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 = OCTOBER  6, 2006
 TD0845 ***********************************************************************
 TD0845  DESIGNATION -  3516 D
 TD0845  PID         -  TD0845
 TD0845  STATE/COUNTY-  MN/KITTSON
 TD0845  USGS QUAD   -  LANCASTER (1974)
 TD0845
 TD0845                         *CURRENT SURVEY CONTROL
 TD0845  ___________________________________________________________________
 TD0845* NAD 83(1986)-  48 46 30.     (N)    096 47 54.     (W)     SCALED    
 TD0845* NAVD 88     -       271.161  (meters)     889.63   (feet)  ADJUSTED  
 TD0845  ___________________________________________________________________
 TD0845  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 TD0845  DYNAMIC HT  -         271.235 (meters)     889.88  (feet)  COMP
 TD0845  MODELED GRAV-     980,878.4   (mgal)                       NAVD 88
 TD0845
 TD0845  VERT ORDER  -  FIRST     CLASS II
 TD0845
 TD0845.The horizontal coordinates were scaled from a topographic map and have
 TD0845.an estimated accuracy of +/- 6 seconds.
 TD0845
 TD0845.The orthometric height was determined by differential leveling
 TD0845.and adjusted by the National Geodetic Survey in June 1991..
 TD0845
 TD0845.The geoid height was determined by GEOID03.
 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     -   359,440.      528,260.      MT  (+/- 180 meters Scaled)
 TD0845
 TD0845                          SUPERSEDED SURVEY CONTROL
 TD0845
 TD0845.No superseded survey control is available for this station.
 TD0845
 TD0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV617047(NAD 83)
 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 = OCTOBER  6, 2006
 TD0843 ***********************************************************************
 TD0843  DESIGNATION -  3516 E
 TD0843  PID         -  TD0843
 TD0843  STATE/COUNTY-  MN/KITTSON
 TD0843  USGS QUAD   -  LANCASTER (1974)
 TD0843
 TD0843                         *CURRENT SURVEY CONTROL
 TD0843  ___________________________________________________________________
 TD0843* NAD 83(1986)-  48 46 29.     (N)    096 45 10.     (W)     SCALED    
 TD0843* NAVD 88     -       279.708  (meters)     917.68   (feet)  ADJUSTED  
 TD0843  ___________________________________________________________________
 TD0843  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 TD0843  DYNAMIC HT  -         279.786 (meters)     917.93  (feet)  COMP
 TD0843  MODELED GRAV-     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
 TD0843.and adjusted by the National Geodetic Survey in June 1991..
 TD0843
 TD0843.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 TD0843_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TD0843_SP_SET: WINGWALL
 TD0843_STAMPING: G G
 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 = OCTOBER  6, 2006
 TD0841 ***********************************************************************
 TD0841  DESIGNATION -  3516 F=HH
 TD0841  PID         -  TD0841
 TD0841  STATE/COUNTY-  MN/KITTSON
 TD0841  USGS QUAD   -  SKULL LAKE SW (1966)
 TD0841
 TD0841                         *CURRENT SURVEY CONTROL
 TD0841  ___________________________________________________________________
 TD0841* NAD 83(1986)-  48 46 30.     (N)    096 42 19.     (W)     SCALED    
 TD0841* NAVD 88     -       286.974  (meters)     941.51   (feet)  ADJUSTED  
 TD0841  ___________________________________________________________________
 TD0841  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 TD0841  DYNAMIC HT  -         287.052 (meters)     941.77  (feet)  COMP
 TD0841  MODELED GRAV-     980,875.3   (mgal)                       NAVD 88
 TD0841
 TD0841  VERT ORDER  -  FIRST     CLASS II
 TD0841
 TD0841.The horizontal coordinates were scaled from a topographic map and have
 TD0841.an estimated accuracy of +/- 6 seconds.
 TD0841
 TD0841.The orthometric height was determined by differential leveling
 TD0841.and adjusted by the National Geodetic Survey in June 1991..
 TD0841
 TD0841.The geoid height was determined by GEOID03.
 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     -   359,110.      535,100.      MT  (+/- 180 meters Scaled)
 TD0841
 TD0841                          SUPERSEDED SURVEY CONTROL
 TD0841
 TD0841.No superseded survey control is available for this station.
 TD0841
 TD0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV685049(NAD 83)
 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 = OCTOBER  6, 2006
 DF5926 ***********************************************************************
 DF5926  DESIGNATION -  36
 DF5926  PID         -  DF5926
 DF5926  STATE/COUNTY-  MN/PINE
 DF5926  USGS QUAD   -  SANDSTONE SOUTH (1982)
 DF5926
 DF5926                         *CURRENT SURVEY CONTROL
 DF5926  ___________________________________________________________________
 DF5926* NAD 83(1996)-  46 03 53.36660(N)    092 49 29.63992(W)     ADJUSTED  
 DF5926* NAVD 88     -       313.8    (meters)    1030.     (feet)  GPS OBS   
 DF5926  ___________________________________________________________________
 DF5926  X           -    -218,491.645 (meters)                     COMP
 DF5926  Y           -  -4,427,945.724 (meters)                     COMP
 DF5926  Z           -   4,570,456.224 (meters)                     COMP
 DF5926  LAPLACE CORR-           8.46  (seconds)                    DEFLEC99
 DF5926  ELLIP HEIGHT-         286.59  (meters)          (05/27/03) GPS OBS
 DF5926  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DF5926
 DF5926  HORZ ORDER  -  FIRST
 DF5926  ELLP ORDER  -  THIRD     CLASS I
 DF5926
 DF5926.The horizontal coordinates were established by GPS observations
 DF5926.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5926
 DF5926.The orthometric height was determined by GPS observations and a
 DF5926.high-resolution geoid model.
 DF5926
 DF5926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5926
 DF5926.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5926
 DF5926.The ellipsoidal height was determined by GPS observations
 DF5926.and is referenced to NAD 83.
 DF5926
 DF5926.The geoid height was determined by GEOID03.
 DF5926
 DF5926;                    North         East     Units Scale Factor Converg.
 DF5926;SPC MN C     -   219,342.703   910,250.634   MT  0.99993308   +1 01 51.2
 DF5926;UTM  15      - 5,101,264.832   513,542.557   MT  0.99960225   +0 07 33.9
 DF5926
 DF5926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5926!SPC MN C     -   0.99995507  x   0.99993308  =   0.99988816
 DF5926!UTM  15      -   0.99995507  x   0.99960225  =   0.99955734
 DF5926
 DF5926                          SUPERSEDED SURVEY CONTROL
 DF5926
 DF5926.No superseded survey control is available for this station.
 DF5926
 DF5926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1354301265(NAD 83)
 DF5926_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5926_STAMPING: NO 36
 DF5926_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5926+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5926
 DF5926  HISTORY     - Date     Condition        Report By
 DF5926  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8697 ***********************************************************************
 DF8697  DESIGNATION -  36
 DF8697  PID         -  DF8697
 DF8697  STATE/COUNTY-  MN/KANABEC
 DF8697  USGS QUAD   -  POMROY LAKE (1980)
 DF8697
 DF8697                         *CURRENT SURVEY CONTROL
 DF8697  ___________________________________________________________________
 DF8697* NAD 83(1996)-  46 05 09.58254(N)    093 08 18.47980(W)     ADJUSTED  
 DF8697* NAVD 88     -       343.7    (meters)    1128.     (feet)  GPS OBS   
 DF8697  ___________________________________________________________________
 DF8697  X           -    -242,629.703 (meters)                     COMP
 DF8697  Y           -  -4,425,011.655 (meters)                     COMP
 DF8697  Z           -   4,572,110.022 (meters)                     COMP
 DF8697  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DF8697  ELLIP HEIGHT-         316.11  (meters)          (10/22/03) GPS OBS
 DF8697  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DF8697
 DF8697  HORZ ORDER  -  FIRST
 DF8697  ELLP ORDER  -  THIRD     CLASS II
 DF8697
 DF8697.The horizontal coordinates were established by GPS observations
 DF8697.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8697
 DF8697.The orthometric height was determined by GPS observations and a
 DF8697.high-resolution geoid model.
 DF8697
 DF8697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8697
 DF8697.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8697
 DF8697.The ellipsoidal height was determined by GPS observations
 DF8697.and is referenced to NAD 83.
 DF8697
 DF8697.The geoid height was determined by GEOID03.
 DF8697
 DF8697;                    North         East     Units Scale Factor Converg.
 DF8697;SPC MN C     -   221,307.078   885,960.838   MT  0.99993141   +0 48 14.7
 DF8697;UTM  15      - 5,103,611.534   489,294.833   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  =   0.99988186
 DF8697!UTM  15      -   0.99995045  x   0.99960141  =   0.99955188
 DF8697
 DF8697                          SUPERSEDED SURVEY CONTROL
 DF8697
 DF8697.No superseded survey control is available for this station.
 DF8697
 DF8697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM8929503612(NAD 83)
 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 = OCTOBER  6, 2006
 QO0644 ***********************************************************************
 QO0644  DESIGNATION -  36 1
 QO0644  PID         -  QO0644
 QO0644  STATE/COUNTY-  MN/RAMSEY
 QO0644  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0644
 QO0644                         *CURRENT SURVEY CONTROL
 QO0644  ___________________________________________________________________
 QO0644* NAD 83(1986)-  45 00 37.     (N)    093 08 18.     (W)     SCALED    
 QO0644* NAVD 88     -       284.656  (meters)     933.91   (feet)  ADJUSTED  
 QO0644  ___________________________________________________________________
 QO0644  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 QO0644  DYNAMIC HT  -         284.648 (meters)     933.88  (feet)  COMP
 QO0644  MODELED GRAV-     980,580.8   (mgal)                       NAVD 88
 QO0644
 QO0644  VERT ORDER  -  SECOND    CLASS 0
 QO0644
 QO0644.The horizontal coordinates were scaled from a topographic map and have
 QO0644.an estimated accuracy of +/- 6 seconds.
 QO0644
 QO0644.The orthometric height was determined by differential leveling
 QO0644.and adjusted by the National Geodetic Survey in June 1991..
 QO0644
 QO0644.The geoid height was determined by GEOID03.
 QO0644
 QO0644.The dynamic height is computed by dividing the NAVD 88
 QO0644.geopotential number by the normal gravity value computed on the
 QO0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0644.degrees latitude (g = 980.6199 gals.).
 QO0644
 QO0644.The modeled gravity was interpolated from observed gravity values.
 QO0644
 QO0644;                    North         East    Units  Estimated Accuracy
 QO0644;SPC MN S     -   323,730.      867,920.      MT  (+/- 180 meters Scaled)
 QO0644
 QO0644                          SUPERSEDED SURVEY CONTROL
 QO0644
 QO0644  NGVD 29 (??/??/92)  284.598  (m)          933.72   (f) ADJ UNCH    2 0
 QO0644
 QO0644.Superseded values are not recommended for survey control.
 QO0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0644.See file dsdata.txt to determine how the superseded data were derived.
 QO0644
 QO0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK890841(NAD 83)
 QO0644_MARKER: Z = SEE DESCRIPTION
 QO0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0644_SP_SET: CONCRETE BASE
 QO0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0644
 QO0644  HISTORY     - Date     Condition        Report By
 QO0644  HISTORY     - UNK      MONUMENTED       MNDT
 QO0644  HISTORY     - 1971     GOOD             MNDT
 QO0644  HISTORY     - 1990     GOOD             USPSQD
 QO0644
 QO0644                          STATION DESCRIPTION
 QO0644
 QO0644'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0644'IN ROSEVILLE.
 QO0644'MARK IS LOCATED 1.6 MILES WEST ALONG T.H. 36 FROM THE JUNCTION OF T.H.
 QO0644'36 AND T.H. 49 (RICE STREET) IN ROSEVILLE-LITTLE CANADA, 600 FEET WEST
 QO0644'OF COUNTY ROAD 52 (VICTORIA STREET), 51 FEET SOUTH OF AND 4 FEET LOWER
 QO0644'THAN THE CENTERLINE OF EASTBOUND T.H. 36 STATION 184 + 40, ON THE
 QO0644'NORTH EDGE OF THE CONCRETE BASE OF THE NORTH LEG OF A HWY. INFORMATION
 QO0644'SIGN (DALE STREET EXIT 1/2 MILE).  SE 1/4 SECTION 11, T 29N, R 23W.
 QO0644
 QO0644                          STATION RECOVERY (1990)
 QO0644
 QO0644'RECOVERY NOTE BY US POWER SQUADRON 1990 (KT)
 QO0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1258 ***********************************************************************
 PP1258  DESIGNATION -  36 1
 PP1258  PID         -  PP1258
 PP1258  STATE/COUNTY-  MN/HENNEPIN
 PP1258  USGS QUAD   -  ST PAUL SW (1993)
 PP1258
 PP1258                         *CURRENT SURVEY CONTROL
 PP1258  ___________________________________________________________________
 PP1258* NAD 83(1986)-  44 51 08.     (N)    093 14 48.     (W)     SCALED    
 PP1258* NAVD 88     -       247.954  (meters)     813.50   (feet)  ADJUSTED  
 PP1258  ___________________________________________________________________
 PP1258  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 PP1258  DYNAMIC HT  -         247.946 (meters)     813.47  (feet)  COMP
 PP1258  MODELED GRAV-     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
 PP1258.and adjusted by the National Geodetic Survey in June 1991..
 PP1258
 PP1258.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1705 ***********************************************************************
 QP1705  DESIGNATION -  36 1 120
 QP1705  PID         -  QP1705
 QP1705  STATE/COUNTY-  MN/KANDIYOHI
 QP1705  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1705
 QP1705                         *CURRENT SURVEY CONTROL
 QP1705  ___________________________________________________________________
 QP1705* NAD 83(1986)-  45 09 38.     (N)    095 01 17.     (W)     SCALED    
 QP1705* NAVD 88     -       354.705  (meters)    1163.73   (feet)  ADJUSTED  
 QP1705  ___________________________________________________________________
 QP1705  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP1705  DYNAMIC HT  -         354.679 (meters)    1163.64  (feet)  COMP
 QP1705  MODELED GRAV-     980,530.9   (mgal)                       NAVD 88
 QP1705
 QP1705  VERT ORDER  -  SECOND    CLASS II
 QP1705
 QP1705.The horizontal coordinates were scaled from a topographic map and have
 QP1705.an estimated accuracy of +/- 6 seconds.
 QP1705
 QP1705.The orthometric height was determined by differential leveling
 QP1705.and adjusted by the National Geodetic Survey in June 1991..
 QP1705
 QP1705.The geoid height was determined by GEOID03.
 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     -   340,570.      719,700.      MT  (+/- 180 meters Scaled)
 QP1705
 QP1705                          SUPERSEDED SURVEY CONTROL
 QP1705
 QP1705.No superseded survey control is available for this station.
 QP1705
 QP1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL411027(NAD 83)
 QP1705_MARKER: DB = BENCH MARK DISK
 QP1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1705_SP_SET: CONCRETE POST
 QP1705_STAMPING: 36-1-120 1981
 QP1705_MARK LOGO: MNDT  
 QP1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1705+STABILITY: SURFACE MOTION
 QP1705
 QP1705  HISTORY     - Date     Condition        Report By
 QP1705  HISTORY     - 1981     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0645 ***********************************************************************
 QO0645  DESIGNATION -  36 2
 QO0645  PID         -  QO0645
 QO0645  STATE/COUNTY-  MN/RAMSEY
 QO0645  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0645
 QO0645                         *CURRENT SURVEY CONTROL
 QO0645  ___________________________________________________________________
 QO0645* NAD 83(1986)-  45 00 35.     (N)    093 07 52.     (W)     SCALED    
 QO0645* NAVD 88     -       288.543  (meters)     946.66   (feet)  ADJUSTED  
 QO0645  ___________________________________________________________________
 QO0645  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 QO0645  DYNAMIC HT  -         288.535 (meters)     946.64  (feet)  COMP
 QO0645  MODELED GRAV-     980,581.3   (mgal)                       NAVD 88
 QO0645
 QO0645  VERT ORDER  -  SECOND    CLASS 0
 QO0645
 QO0645.The horizontal coordinates were scaled from a topographic map and have
 QO0645.an estimated accuracy of +/- 6 seconds.
 QO0645
 QO0645.The orthometric height was determined by differential leveling
 QO0645.and adjusted by the National Geodetic Survey in June 1991..
 QO0645
 QO0645.The geoid height was determined by GEOID03.
 QO0645
 QO0645.The dynamic height is computed by dividing the NAVD 88
 QO0645.geopotential number by the normal gravity value computed on the
 QO0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0645.degrees latitude (g = 980.6199 gals.).
 QO0645
 QO0645.The modeled gravity was interpolated from observed gravity values.
 QO0645
 QO0645;                    North         East    Units  Estimated Accuracy
 QO0645;SPC MN S     -   323,670.      868,490.      MT  (+/- 180 meters Scaled)
 QO0645
 QO0645                          SUPERSEDED SURVEY CONTROL
 QO0645
 QO0645  NGVD 29 (??/??/92)  288.486  (m)          946.47   (f) ADJ UNCH    2 0
 QO0645
 QO0645.Superseded values are not recommended for survey control.
 QO0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0645.See file dsdata.txt to determine how the superseded data were derived.
 QO0645
 QO0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK896840(NAD 83)
 QO0645_MARKER: Z = SEE DESCRIPTION
 QO0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0645_SP_SET: CONCRETE BASE
 QO0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0645
 QO0645  HISTORY     - Date     Condition        Report By
 QO0645  HISTORY     - UNK      MONUMENTED       MNDT
 QO0645  HISTORY     - 1971     GOOD             MNDT
 QO0645  HISTORY     - 1990     GOOD             USPSQD
 QO0645
 QO0645                          STATION DESCRIPTION
 QO0645
 QO0645'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0645'IN ROSEVILLE.
 QO0645'MARK IS 1.25 MILES WEST ALONG T.H. 36 FROM THE JUNCTION OF T.H. 36 AND
 QO0645'T.H. 49 (RICE STREET) IN ROSEVILLE - LITTLE CANADA, 0.25 MILES WEST OF
 QO0645'COUNTY ROAD 53 (DALE STREET), 30 FEET SOUTH OF AND ABOUT LEVEL WITH
 QO0645'EASTBOUND T.H. 36 CENTERLINE STATION 206 + 30, ON THE TOP OF THE
 QO0645'NORTHEAST BOLT IN THE CONCRETE BASE OF A HIGHWAY INFORMATION SIGN,
 QO0645'(DALE STREET).  SE 1/4 SECTION 11, T 29N, R 23W.
 QO0645
 QO0645                          STATION RECOVERY (1990)
 QO0645
 QO0645'RECOVERY NOTE BY US POWER SQUADRON 1990 (KT)
 QO0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1254 ***********************************************************************
 PP1254  DESIGNATION -  36 2
 PP1254  PID         -  PP1254
 PP1254  STATE/COUNTY-  MN/DAKOTA
 PP1254  USGS QUAD   -  ST PAUL SW (1993)
 PP1254
 PP1254                         *CURRENT SURVEY CONTROL
 PP1254  ___________________________________________________________________
 PP1254* NAD 83(1986)-  44 49 40.     (N)    093 14 01.     (W)     SCALED    
 PP1254* NAVD 88     -       216.222  (meters)     709.39   (feet)  ADJUSTED  
 PP1254  ___________________________________________________________________
 PP1254  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 PP1254  DYNAMIC HT  -         216.214 (meters)     709.36  (feet)  COMP
 PP1254  MODELED GRAV-     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
 PP1254.and adjusted by the National Geodetic Survey in June 1991..
 PP1254
 PP1254.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO0649 ***********************************************************************
 QO0649  DESIGNATION -  36 3
 QO0649  PID         -  QO0649
 QO0649  STATE/COUNTY-  MN/RAMSEY
 QO0649  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0649
 QO0649                         *CURRENT SURVEY CONTROL
 QO0649  ___________________________________________________________________
 QO0649* NAD 83(1986)-  45 00 31.     (N)    093 07 05.     (W)     SCALED    
 QO0649* NAVD 88     -       285.031  (meters)     935.14   (feet)  ADJUSTED  
 QO0649  ___________________________________________________________________
 QO0649  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 QO0649  DYNAMIC HT  -         285.024 (meters)     935.12  (feet)  COMP
 QO0649  MODELED GRAV-     980,582.0   (mgal)                       NAVD 88
 QO0649
 QO0649  VERT ORDER  -  SECOND    CLASS 0
 QO0649
 QO0649.The horizontal coordinates were scaled from a topographic map and have
 QO0649.an estimated accuracy of +/- 6 seconds.
 QO0649
 QO0649.The orthometric height was determined by differential leveling
 QO0649.and adjusted by the National Geodetic Survey in June 1991..
 QO0649
 QO0649.The geoid height was determined by GEOID03.
 QO0649
 QO0649.The dynamic height is computed by dividing the NAVD 88
 QO0649.geopotential number by the normal gravity value computed on the
 QO0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0649.degrees latitude (g = 980.6199 gals.).
 QO0649
 QO0649.The modeled gravity was interpolated from observed gravity values.
 QO0649
 QO0649;                    North         East    Units  Estimated Accuracy
 QO0649;SPC MN S     -   323,560.      869,520.      MT  (+/- 180 meters Scaled)
 QO0649
 QO0649                          SUPERSEDED SURVEY CONTROL
 QO0649
 QO0649  NGVD 29 (??/??/92)  284.975  (m)          934.96   (f) ADJ UNCH    2 0
 QO0649
 QO0649.Superseded values are not recommended for survey control.
 QO0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0649.See file dsdata.txt to determine how the superseded data were derived.
 QO0649
 QO0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK906839(NAD 83)
 QO0649_MARKER: Z = SEE DESCRIPTION
 QO0649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0649_SP_SET: CONCRETE BASE
 QO0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0649
 QO0649  HISTORY     - Date     Condition        Report By
 QO0649  HISTORY     - UNK      MONUMENTED       MNDT
 QO0649  HISTORY     - 1971     GOOD             MNDT
 QO0649
 QO0649                          STATION DESCRIPTION
 QO0649
 QO0649'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0649'IN ROSEVILLE.
 QO0649'MARK IS LOCATED 0.6 MILES WEST ALONG T.H. 36 FROM THE JUNCTION OF T.H.
 QO0649'36 AND T.H. 49 (RICE STREET) IN ROSEVILLE-LITTLE CANADA, 0.4 MILES
 QO0649'EAST OF COUNTY ROAD 53 (DALE STREET), 50 FEET SOUTH OF AND 2 FEET
 QO0649'LOWER THAN THE CENTERLINE OF EASTBOUND T.H. 36, ON THE NORTH SIDE OF
 QO0649'THE CONCRETE BASE OF THE NORTH LEG OF A HIGHWAY INFORMATION SIGN (RICE
 QO0649'ST. 1/2 MILE.  35E/10 1 1/4 MILES.  EDGERTON 2 MILES).  SW 1/4 SECTION
 QO0649'12, T 29N, R 23W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1252 ***********************************************************************
 PP1252  DESIGNATION -  36 3
 PP1252  PID         -  PP1252
 PP1252  STATE/COUNTY-  MN/DAKOTA
 PP1252  USGS QUAD   -  ST PAUL SW (1993)
 PP1252
 PP1252                         *CURRENT SURVEY CONTROL
 PP1252  ___________________________________________________________________
 PP1252* NAD 83(1986)-  44 49 34.     (N)    093 13 50.     (W)     SCALED    
 PP1252* NAVD 88     -       216.182  (meters)     709.26   (feet)  ADJUSTED  
 PP1252  ___________________________________________________________________
 PP1252  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 PP1252  DYNAMIC HT  -         216.174 (meters)     709.23  (feet)  COMP
 PP1252  MODELED GRAV-     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
 PP1252.and adjusted by the National Geodetic Survey in June 1991..
 PP1252
 PP1252.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO0650 ***********************************************************************
 QO0650  DESIGNATION -  36 4
 QO0650  PID         -  QO0650
 QO0650  STATE/COUNTY-  MN/RAMSEY
 QO0650  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0650
 QO0650                         *CURRENT SURVEY CONTROL
 QO0650  ___________________________________________________________________
 QO0650* NAD 83(1986)-  45 00 27.     (N)    093 06 37.     (W)     SCALED    
 QO0650* NAVD 88     -       282.067  (meters)     925.41   (feet)  ADJUSTED  
 QO0650  ___________________________________________________________________
 QO0650  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 QO0650  DYNAMIC HT  -         282.060 (meters)     925.39  (feet)  COMP
 QO0650  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 QO0650
 QO0650  VERT ORDER  -  SECOND    CLASS 0
 QO0650
 QO0650.The horizontal coordinates were scaled from a topographic map and have
 QO0650.an estimated accuracy of +/- 6 seconds.
 QO0650
 QO0650.The orthometric height was determined by differential leveling
 QO0650.and adjusted by the National Geodetic Survey in June 1991..
 QO0650
 QO0650.The geoid height was determined by GEOID03.
 QO0650
 QO0650.The dynamic height is computed by dividing the NAVD 88
 QO0650.geopotential number by the normal gravity value computed on the
 QO0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0650.degrees latitude (g = 980.6199 gals.).
 QO0650
 QO0650.The modeled gravity was interpolated from observed gravity values.
 QO0650
 QO0650;                    North         East    Units  Estimated Accuracy
 QO0650;SPC MN S     -   323,440.      870,140.      MT  (+/- 180 meters Scaled)
 QO0650
 QO0650                          SUPERSEDED SURVEY CONTROL
 QO0650
 QO0650  NGVD 29 (??/??/92)  282.011  (m)          925.23   (f) ADJ UNCH    2 0
 QO0650
 QO0650.Superseded values are not recommended for survey control.
 QO0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0650.See file dsdata.txt to determine how the superseded data were derived.
 QO0650
 QO0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK913837(NAD 83)
 QO0650_MARKER: Z = SEE DESCRIPTION
 QO0650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0650_SP_SET: BOLTIN BASE
 QO0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0650
 QO0650  HISTORY     - Date     Condition        Report By
 QO0650  HISTORY     - UNK      MONUMENTED       MNDT
 QO0650  HISTORY     - 1971     GOOD             MNDT
 QO0650
 QO0650                          STATION DESCRIPTION
 QO0650
 QO0650'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0650'IN ROSEVILLE.
 QO0650'MARK IS LOCATED 0.2 MILES WEST ALONG T.H. 36 FROM THE JUNCTION OF T.H.
 QO0650'36 AND T.H. 49 (RICE STREET) IN ROSEVILLE-LITTLE CANADA, 35 FEET SOUTH
 QO0650'OF AND ABOUT LEVEL WITH THE CENTERLINE OF EASTBOUND T.H. 36, ON THE
 QO0650'TOP OF THE NORTHEAST BOLT IN THE BASE OF A HIGHWAY INFORMATION SIGN
 QO0650'(RICE ST. EXIT).  SE 1/4 SECTION 12, T 29N, R 23W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1704 ***********************************************************************
 QP1704  DESIGNATION -  36 4 120
 QP1704  PID         -  QP1704
 QP1704  STATE/COUNTY-  MN/KANDIYOHI
 QP1704  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1704
 QP1704                         *CURRENT SURVEY CONTROL
 QP1704  ___________________________________________________________________
 QP1704* NAD 83(1986)-  45 09 40.     (N)    095 00 42.     (W)     SCALED    
 QP1704* NAVD 88     -       355.167  (meters)    1165.24   (feet)  ADJUSTED  
 QP1704  ___________________________________________________________________
 QP1704  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 QP1704  DYNAMIC HT  -         355.140 (meters)    1165.16  (feet)  COMP
 QP1704  MODELED GRAV-     980,530.1   (mgal)                       NAVD 88
 QP1704
 QP1704  VERT ORDER  -  SECOND    CLASS II
 QP1704
 QP1704.The horizontal coordinates were scaled from a topographic map and have
 QP1704.an estimated accuracy of +/- 6 seconds.
 QP1704
 QP1704.The orthometric height was determined by differential leveling
 QP1704.and adjusted by the National Geodetic Survey in June 1991..
 QP1704
 QP1704.The geoid height was determined by GEOID03.
 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.      720,460.      MT  (+/- 180 meters Scaled)
 QP1704
 QP1704                          SUPERSEDED SURVEY CONTROL
 QP1704
 QP1704.No superseded survey control is available for this station.
 QP1704
 QP1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL418028(NAD 83)
 QP1704_MARKER: DB = BENCH MARK DISK
 QP1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1704_SP_SET: CONCRETE POST
 QP1704_STAMPING: 36-4-120 1981
 QP1704_MARK LOGO: MNHD  
 QP1704_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP1704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1704+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 QP1704
 QP1704  HISTORY     - Date     Condition        Report By
 QP1704  HISTORY     - 1981     MONUMENTED       MNDT
 QP1704  HISTORY     - 20011008 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1701 ***********************************************************************
 QP1701  DESIGNATION -  36 5 120
 QP1701  PID         -  QP1701
 QP1701  STATE/COUNTY-  MN/KANDIYOHI
 QP1701  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1701
 QP1701                         *CURRENT SURVEY CONTROL
 QP1701  ___________________________________________________________________
 QP1701* NAD 83(1986)-  45 09 38.     (N)    095 00 06.     (W)     SCALED    
 QP1701* NAVD 88     -       356.324  (meters)    1169.04   (feet)  ADJUSTED  
 QP1701  ___________________________________________________________________
 QP1701  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 QP1701  DYNAMIC HT  -         356.296 (meters)    1168.95  (feet)  COMP
 QP1701  MODELED GRAV-     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
 QP1701.and adjusted by the National Geodetic Survey in June 1991..
 QP1701
 QP1701.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO0503 ***********************************************************************
 QO0503  DESIGNATION -  36 CAP
 QO0503  PID         -  QO0503
 QO0503  STATE/COUNTY-  MN/RAMSEY
 QO0503  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0503
 QO0503                         *CURRENT SURVEY CONTROL
 QO0503  ___________________________________________________________________
 QO0503* NAD 83(1986)-  45 05 07.     (N)    093 00 26.     (W)     SCALED    
 QO0503* NAVD 88     -       286.21   (+/-2cm)     939.0    (feet)  VERTCON   
 QO0503  ___________________________________________________________________
 QO0503  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 QO0503
 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.The vertical order pertains to the NGVD 29 superseded value.
 QO0503
 QO0503.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0644 ***********************************************************************
 QP0644  DESIGNATION -  36 DRL
 QP0644  PID         -  QP0644
 QP0644  STATE/COUNTY-  MN/DOUGLAS
 QP0644  USGS QUAD   -  OSAKIS (1977)
 QP0644
 QP0644                         *CURRENT SURVEY CONTROL
 QP0644  ___________________________________________________________________
 QP0644* NAD 83(1986)-  45 50 18.     (N)    095 14 35.     (W)     SCALED    
 QP0644* NAVD 88     -       415.384  (meters)    1362.81   (feet)  ADJUSTED  
 QP0644  ___________________________________________________________________
 QP0644  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 QP0644  DYNAMIC HT  -         415.379 (meters)    1362.79  (feet)  COMP
 QP0644  MODELED GRAV-     980,590.8   (mgal)                       NAVD 88
 QP0644
 QP0644  VERT ORDER  -  SECOND    CLASS 0
 QP0644
 QP0644.The horizontal coordinates were scaled from a topographic map and have
 QP0644.an estimated accuracy of +/- 6 seconds.
 QP0644
 QP0644.The orthometric height was determined by differential leveling
 QP0644.and adjusted by the National Geodetic Survey in June 1991..
 QP0644
 QP0644.The geoid height was determined by GEOID03.
 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     -   193,660.      722,860.      MT  (+/- 180 meters Scaled)
 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: 15TUL258785(NAD 83)
 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 = OCTOBER  6, 2006
 DF6948 ***********************************************************************
 DF6948  DESIGNATION -  36 DWB
 DF6948  PID         -  DF6948
 DF6948  STATE/COUNTY-  MN/JACKSON
 DF6948  USGS QUAD   -  JACKSON (1970)
 DF6948
 DF6948                         *CURRENT SURVEY CONTROL
 DF6948  ___________________________________________________________________
 DF6948* NAD 83(1996)-  43 34 37.32968(N)    094 59 39.32844(W)     ADJUSTED  
 DF6948* NAVD 88     -       431.7    (meters)    1416.     (feet)  GPS OBS   
 DF6948  ___________________________________________________________________
 DF6948  X           -    -402,919.913 (meters)                     COMP
 DF6948  Y           -  -4,610,717.653 (meters)                     COMP
 DF6948  Z           -   4,374,444.777 (meters)                     COMP
 DF6948  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 DF6948  ELLIP HEIGHT-         404.06  (meters)          (08/07/03) GPS OBS
 DF6948  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DF6948
 DF6948  HORZ ORDER  -  FIRST
 DF6948  ELLP ORDER  -  THIRD     CLASS I
 DF6948
 DF6948.The horizontal coordinates were established by GPS observations
 DF6948.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6948
 DF6948.The ellipsoidal height was determined by GPS observations
 DF6948.and is referenced to NAD 83.
 DF6948
 DF6948.The geoid height was determined by GEOID03.
 DF6948
 DF6948;                    North         East     Units Scale Factor Converg.
 DF6948;SPC MN S     -   164,605.676   719,687.912   MT  1.00005108   -0 41 48.9
 DF6948;UTM  15      - 4,826,829.003   338,979.020   MT  0.99991893   -1 22 30.0
 DF6948
 DF6948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6948!SPC MN S     -   0.99993664  x   1.00005108  =   0.99998772
 DF6948!UTM  15      -   0.99993664  x   0.99991893  =   0.99985558
 DF6948
 DF6948                          SUPERSEDED SURVEY CONTROL
 DF6948
 DF6948.No superseded survey control is available for this station.
 DF6948
 DF6948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3897926829(NAD 83)
 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 = OCTOBER  6, 2006
 DF4768 ***********************************************************************
 DF4768  DESIGNATION -  36 GJS
 DF4768  PID         -  DF4768
 DF4768  STATE/COUNTY-  MN/DODGE
 DF4768  USGS QUAD   -  BYRON (1982)
 DF4768
 DF4768                         *CURRENT SURVEY CONTROL
 DF4768  ___________________________________________________________________
 DF4768* NAD 83(1996)-  44 06 57.35411(N)    092 41 54.73873(W)     ADJUSTED  
 DF4768* NAVD 88     -       369.9    (meters)    1214.     (feet)  GPS OBS   
 DF4768  ___________________________________________________________________
 DF4768  X           -    -215,949.251 (meters)                     COMP
 DF4768  Y           -  -4,581,676.472 (meters)                     COMP
 DF4768  Z           -   4,417,585.493 (meters)                     COMP
 DF4768  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 DF4768  ELLIP HEIGHT-         340.06  (meters)          (04/02/03) GPS OBS
 DF4768  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 DF4768
 DF4768  HORZ ORDER  -  FIRST
 DF4768  ELLP ORDER  -  THIRD     CLASS II
 DF4768
 DF4768.The horizontal coordinates were established by GPS observations
 DF4768.and adjusted by the MN DEPT OF TRANSP in April 2003..
 DF4768
 DF4768.The orthometric height was determined by GPS observations and a
 DF4768.high-resolution geoid model.
 DF4768
 DF4768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4768
 DF4768.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4768
 DF4768.The ellipsoidal height was determined by GPS observations
 DF4768.and is referenced to NAD 83.
 DF4768
 DF4768.The geoid height was determined by GEOID03.
 DF4768
 DF4768;                    North         East     Units Scale Factor Converg.
 DF4768;SPC MN S     -   224,822.266   904,171.620   MT  0.99994455   +0 54 44.0
 DF4768;UTM  15      - 4,884,793.425   524,122.297   MT  0.99960716   +0 12 35.5
 DF4768
 DF4768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4768!SPC MN S     -   0.99994668  x   0.99994455  =   0.99989123
 DF4768!UTM  15      -   0.99994668  x   0.99960716  =   0.99955386
 DF4768
 DF4768                          SUPERSEDED SURVEY CONTROL
 DF4768
 DF4768.No superseded survey control is available for this station.
 DF4768
 DF4768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2412284793(NAD 83)
 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 = OCTOBER  6, 2006
 DF6559 ***********************************************************************
 DF6559  DESIGNATION -  36 GJS
 DF6559  PID         -  DF6559
 DF6559  STATE/COUNTY-  MN/NICOLLET
 DF6559  USGS QUAD   -  ST GEORGE (1964)
 DF6559
 DF6559                         *CURRENT SURVEY CONTROL
 DF6559  ___________________________________________________________________
 DF6559* NAD 83(1996)-  44 24 46.78414(N)    094 30 07.66994(W)     ADJUSTED  
 DF6559* NAVD 88     -       308.9    (meters)    1013.     (feet)  GPS OBS   
 DF6559  ___________________________________________________________________
 DF6559  X           -    -358,231.391 (meters)                     COMP
 DF6559  Y           -  -4,549,598.489 (meters)                     COMP
 DF6559  Z           -   4,441,183.943 (meters)                     COMP
 DF6559  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 DF6559  ELLIP HEIGHT-         280.96  (meters)          (07/31/03) GPS OBS
 DF6559  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DF6559
 DF6559  HORZ ORDER  -  FIRST
 DF6559  ELLP ORDER  -  THIRD     CLASS II
 DF6559
 DF6559.The horizontal coordinates were established by GPS observations
 DF6559.and adjusted by the MN DEPT OF TRANSP in July 2003..
 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 DEFLEC99 derived deflections.
 DF6559
 DF6559.The ellipsoidal height was determined by GPS observations
 DF6559.and is referenced to NAD 83.
 DF6559
 DF6559.The geoid height was determined by GEOID03.
 DF6559
 DF6559;                    North         East     Units Scale Factor Converg.
 DF6559;SPC MN S     -   257,122.509   760,009.759   MT  0.99992323   -0 21 07.0
 DF6559;UTM  15      - 4,918,842.262   380,406.249   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  =   0.99987918
 DF6559!UTM  15      -   0.99995595  x   0.99977589  =   0.99973185
 DF6559
 DF6559                          SUPERSEDED SURVEY CONTROL
 DF6559
 DF6559.No superseded survey control is available for this station.
 DF6559
 DF6559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8040618842(NAD 83)
 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 = OCTOBER  6, 2006
 DH6960 ***********************************************************************
 DH6960  DESIGNATION -  36 HEH RESET
 DH6960  PID         -  DH6960
 DH6960  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DH6960  USGS QUAD   -  WILLIAMS (1967)
 DH6960
 DH6960                         *CURRENT SURVEY CONTROL
 DH6960  ___________________________________________________________________
 DH6960* NAD 83(1986)-  48 48 02.     (N)    094 57 30.     (W)     SCALED    
 DH6960* NAVD 88     -       340.094  (meters)    1115.79   (feet)  ADJUSTED  
 DH6960  ___________________________________________________________________
 DH6960  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DH6960  DYNAMIC HT  -         340.180 (meters)    1116.07  (feet)  COMP
 DH6960  MODELED GRAV-     980,852.7   (mgal)                       NAVD 88
 DH6960
 DH6960  VERT ORDER  -  SECOND    CLASS I
 DH6960
 DH6960.The horizontal coordinates were scaled from a topographic map and have
 DH6960.an estimated accuracy of +/- 6 seconds.
 DH6960
 DH6960.The orthometric height was determined by differential leveling
 DH6960.and adjusted by the National Geodetic Survey in December 2005..
 DH6960.No vertical observational check was made to the station.
 DH6960
 DH6960.Photographs are available for this station.
 DH6960
 DH6960.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DH6960;SPC MN N     -   357,420.      663,490.      MT  (+/- 180 meters Scaled)
 DH6960
 DH6960                          SUPERSEDED SURVEY CONTROL
 DH6960
 DH6960.No superseded survey control is available for this station.
 DH6960
 DH6960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ561071(NAD 83)
 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 - 1974
 DH6960
 DH6960  HISTORY     - Date     Condition        Report By
 DH6960  HISTORY     - 1974     MONUMENTED       USGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8605 ***********************************************************************
 AJ8605  DESIGNATION -  36 KEE
 AJ8605  PID         -  AJ8605
 AJ8605  STATE/COUNTY-  MN/MARSHALL
 AJ8605  USGS QUAD   -  GRYGLA SW (1973)
 AJ8605
 AJ8605                         *CURRENT SURVEY CONTROL
 AJ8605  ___________________________________________________________________
 AJ8605* NAD 83(1996)-  48 21 15.03631(N)    095 44 34.53782(W)     ADJUSTED  
 AJ8605* NAVD 88     -       356.097  (meters)    1168.29   (feet)  ADJUSTED  
 AJ8605  ___________________________________________________________________
 AJ8605  X           -    -424,935.875 (meters)                     COMP
 AJ8605  Y           -  -4,225,274.220 (meters)                     COMP
 AJ8605  Z           -   4,743,383.318 (meters)                     COMP
 AJ8605  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 AJ8605  ELLIP HEIGHT-         328.86  (meters)          (03/29/02) GPS OBS
 AJ8605  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AJ8605  DYNAMIC HT  -         356.180 (meters)    1168.57  (feet)  COMP
 AJ8605  MODELED GRAV-     980,835.3   (mgal)                       NAVD 88
 AJ8605
 AJ8605  HORZ ORDER  -  FIRST
 AJ8605  VERT ORDER  -  SECOND    CLASS I
 AJ8605  ELLP ORDER  -  FOURTH    CLASS I
 AJ8605
 AJ8605.The horizontal coordinates were established by GPS observations
 AJ8605.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8605
 AJ8605.The orthometric height was determined by differential leveling
 AJ8605.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ8605
 AJ8605.The ellipsoidal height was determined by GPS observations
 AJ8605.and is referenced to NAD 83.
 AJ8605
 AJ8605.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8605;SPC MN N     -   309,487.943   604,173.546   MT  0.99994382   -1 57 32.4
 AJ8605;UTM  15      - 5,359,302.609   296,803.377   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  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: 15UTP9680359303(NAD 83)
 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 = OCTOBER  6, 2006
 SK1125 ***********************************************************************
 SK1125  DESIGNATION -  3601 A
 SK1125  PID         -  SK1125
 SK1125  STATE/COUNTY-  MN/KOOCHICHING
 SK1125  USGS QUAD   -  FUNKLEY (1971)
 SK1125
 SK1125                         *CURRENT SURVEY CONTROL
 SK1125  ___________________________________________________________________
 SK1125* NAD 83(1986)-  47 52 01.     (N)    094 24 45.     (W)     SCALED    
 SK1125* NAVD 88     -       413.175  (meters)    1355.56   (feet)  ADJUSTED  
 SK1125  ___________________________________________________________________
 SK1125  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 SK1125  DYNAMIC HT  -         413.243 (meters)    1355.78  (feet)  COMP
 SK1125  MODELED GRAV-     980,764.1   (mgal)                       NAVD 88
 SK1125
 SK1125  VERT ORDER  -  SECOND    CLASS I
 SK1125
 SK1125.The horizontal coordinates were scaled from a topographic map and have
 SK1125.an estimated accuracy of +/- 6 seconds.
 SK1125
 SK1125.The orthometric height was determined by differential leveling
 SK1125.and adjusted by the National Geodetic Survey in June 1991..
 SK1125
 SK1125.The geoid height was determined by GEOID03.
 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     -   252,800.      701,820.      MT  (+/- 180 meters Scaled)
 SK1125
 SK1125                          SUPERSEDED SURVEY CONTROL
 SK1125
 SK1125.No superseded survey control is available for this station.
 SK1125
 SK1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP943024(NAD 83)
 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 = OCTOBER  6, 2006
 SK1126 ***********************************************************************
 SK1126  DESIGNATION -  3601 B
 SK1126  PID         -  SK1126
 SK1126  STATE/COUNTY-  MN/KOOCHICHING
 SK1126  USGS QUAD   -  FUNKLEY (1971)
 SK1126
 SK1126                         *CURRENT SURVEY CONTROL
 SK1126  ___________________________________________________________________
 SK1126* NAD 83(1996)-  47 52 03.69564(N)    094 23 47.74566(W)     ADJUSTED  
 SK1126* NAVD 88     -       417.764  (meters)    1370.61   (feet)  ADJUSTED  
 SK1126  ___________________________________________________________________
 SK1126  X           -    -328,632.874 (meters)                     COMP
 SK1126  Y           -  -4,274,285.107 (meters)                     COMP
 SK1126  Z           -   4,707,308.902 (meters)                     COMP
 SK1126  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 SK1126  ELLIP HEIGHT-         389.44  (meters)          (01/24/03) GPS OBS
 SK1126  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 SK1126  DYNAMIC HT  -         417.833 (meters)    1370.84  (feet)  COMP
 SK1126  MODELED GRAV-     980,763.2   (mgal)                       NAVD 88
 SK1126
 SK1126  HORZ ORDER  -  FIRST
 SK1126  VERT ORDER  -  SECOND    CLASS I
 SK1126  ELLP ORDER  -  FOURTH    CLASS I
 SK1126
 SK1126.The horizontal coordinates were established by GPS observations
 SK1126.and adjusted by the MN DEPT OF TRANSP in January 2003..
 SK1126
 SK1126.The orthometric height was determined by differential leveling
 SK1126.and adjusted by the National Geodetic Survey in June 1991..
 SK1126
 SK1126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK1126
 SK1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK1126
 SK1126.The ellipsoidal height was determined by GPS observations
 SK1126.and is referenced to NAD 83.
 SK1126
 SK1126.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK1126;SPC MN N     -   252,864.522   703,007.882   MT  0.99990297   -0 57 39.8
 SK1126;UTM  15      - 5,302,539.140   395,555.141   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 22.7
 SK1126:UTM  15      -  BALE                                     094 59 51.8
 SK1126
 SK1126|---------------------------------------------------------------------|
 SK1126| PID    Reference Object                     Distance      Geod. Az  |
 SK1126|                                                           dddmmss.s |
 SK1126| DG4787 BALE                                426.824 METERS 0935742.9 |
 SK1126|---------------------------------------------------------------------|
 SK1126
 SK1126                          SUPERSEDED SURVEY CONTROL
 SK1126
 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_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 = OCTOBER  6, 2006
 SK1127 ***********************************************************************
 SK1127  DESIGNATION -  3601 C
 SK1127  PID         -  SK1127
 SK1127  STATE/COUNTY-  MN/KOOCHICHING
 SK1127  USGS QUAD   -  FUNKLEY (1971)
 SK1127
 SK1127                         *CURRENT SURVEY CONTROL
 SK1127  ___________________________________________________________________
 SK1127* NAD 83(1986)-  47 52 01.     (N)    094 22 33.     (W)     SCALED    
 SK1127* NAVD 88     -       421.496  (meters)    1382.86   (feet)  ADJUSTED  
 SK1127  ___________________________________________________________________
 SK1127  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 SK1127  DYNAMIC HT  -         421.565 (meters)    1383.08  (feet)  COMP
 SK1127  MODELED GRAV-     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
 SK1127.and adjusted by the National Geodetic Survey in June 1991..
 SK1127
 SK1127.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK1128 ***********************************************************************
 SK1128  DESIGNATION -  3601 D
 SK1128  PID         -  SK1128
 SK1128  STATE/COUNTY-  MN/KOOCHICHING
 SK1128  USGS QUAD   -  NORTHOME SOUTH (1996)
 SK1128
 SK1128                         *CURRENT SURVEY CONTROL
 SK1128  ___________________________________________________________________
 SK1128* NAD 83(1986)-  47 51 42.     (N)    094 21 38.     (W)     SCALED    
 SK1128* NAVD 88     -       424.540  (meters)    1392.85   (feet)  ADJUSTED  
 SK1128  ___________________________________________________________________
 SK1128  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 SK1128  DYNAMIC HT  -         424.608 (meters)    1393.07  (feet)  COMP
 SK1128  MODELED GRAV-     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
 SK1128.and adjusted by the National Geodetic Survey in June 1991..
 SK1128
 SK1128.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0052 ***********************************************************************
 SK0052  DESIGNATION -  3602 A 1
 SK0052  PID         -  SK0052
 SK0052  STATE/COUNTY-  MN/KOOCHICHING
 SK0052  USGS QUAD   -  NORTHOME SOUTH (1996)
 SK0052
 SK0052                         *CURRENT SURVEY CONTROL
 SK0052  ___________________________________________________________________
 SK0052* NAD 83(1986)-  47 52 20.     (N)    094 16 31.     (W)     SCALED    
 SK0052* NAVD 88     -       437.248  (meters)    1434.54   (feet)  ADJUSTED  
 SK0052  ___________________________________________________________________
 SK0052  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 SK0052  DYNAMIC HT  -         437.320 (meters)    1434.77  (feet)  COMP
 SK0052  MODELED GRAV-     980,761.0   (mgal)                       NAVD 88
 SK0052
 SK0052  VERT ORDER  -  SECOND    CLASS I
 SK0052
 SK0052.The horizontal coordinates were scaled from a topographic map and have
 SK0052.an estimated accuracy of +/- 6 seconds.
 SK0052
 SK0052.The orthometric height was determined by differential leveling
 SK0052.and adjusted by the National Geodetic Survey in June 1991..
 SK0052
 SK0052.The geoid height was determined by GEOID03.
 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     -   253,220.      712,090.      MT  (+/- 180 meters Scaled)
 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: 15TVP046028(NAD 83)
 SK0052_MARKER: DV = VERTICAL CONTROL DISK
 SK0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0052_SP_SET: WATER TOWER BASE
 SK0052_STAMPING: 3602 A 1 1976
 SK0052_MARK LOGO: MNDT  
 SK0052_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0052+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 SK0052
 SK0052  HISTORY     - Date     Condition        Report By
 SK0052  HISTORY     - 1976     MONUMENTED       MNDT
 SK0052  HISTORY     - 1980     GOOD             NGS
 SK0052  HISTORY     - 20010919 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9947 ***********************************************************************
 DG9947  DESIGNATION -  3602 G
 DG9947  PID         -  DG9947
 DG9947  STATE/COUNTY-  MN/KOOCHICHING
 DG9947  USGS QUAD   -  NORTHOME SOUTH (1996)
 DG9947
 DG9947                         *CURRENT SURVEY CONTROL
 DG9947  ___________________________________________________________________
 DG9947* NAD 83(1996)-  47 52 28.29060(N)    094 15 14.00512(W)     ADJUSTED  
 DG9947* NAVD 88     -       429.16   (meters)    1408.0    (feet)  LEVELING  
 DG9947  ___________________________________________________________________
 DG9947  X           -    -317,944.740 (meters)                     COMP
 DG9947  Y           -  -4,274,536.057 (meters)                     COMP
 DG9947  Z           -   4,707,826.851 (meters)                     COMP
 DG9947  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 DG9947  ELLIP HEIGHT-         400.71  (meters)          (04/01/05) GPS OBS
 DG9947  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DG9947
 DG9947  HORZ ORDER  -  FIRST
 DG9947  VERT ORDER  -  THIRD ?
 DG9947  ELLP ORDER  -  FOURTH    CLASS I
 DG9947
 DG9947.The horizontal coordinates were established by GPS observations
 DG9947.and adjusted by the MN DEPT OF TRANSP in April 2005..
 DG9947
 DG9947.The orthometric height was determined by differential leveling.
 DG9947.The vertical network tie was performed by a horz. field party for horz.
 DG9947.obs reductions. Reset procedures were used to establish the elevation.
 DG9947
 DG9947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9947
 DG9947.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9947
 DG9947.The ellipsoidal height was determined by GPS observations
 DG9947.and is referenced to NAD 83.
 DG9947
 DG9947.The geoid height was determined by GEOID03.
 DG9947
 DG9947;                    North         East     Units Scale Factor Converg.
 DG9947;SPC MN N     -   253,454.783   713,693.506   MT  0.99990305   -0 51 19.0
 DG9947;UTM  15      - 5,303,115.354   406,239.578   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.No superseded survey control is available for this station.
 DG9947
 DG9947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP0624003115(NAD 83)
 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 - 2003
 DG9947_ROD/PIPE-DEPTH:  7.6 meters
 DG9947
 DG9947  HISTORY     - Date     Condition        Report By
 DG9947  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9948 ***********************************************************************
 DG9948  DESIGNATION -  3602 H
 DG9948  PID         -  DG9948
 DG9948  STATE/COUNTY-  MN/KOOCHICHING
 DG9948  USGS QUAD   -  ELMWOOD ISLAND (1971)
 DG9948
 DG9948                         *CURRENT SURVEY CONTROL
 DG9948  ___________________________________________________________________
 DG9948* NAD 83(1996)-  47 52 28.99212(N)    094 12 24.61289(W)     ADJUSTED  
 DG9948* NAVD 88     -       440.51   (meters)    1445.2    (feet)  LEVELING  
 DG9948  ___________________________________________________________________
 DG9948  X           -    -314,433.603 (meters)                     COMP
 DG9948  Y           -  -4,274,787.242 (meters)                     COMP
 DG9948  Z           -   4,707,849.751 (meters)                     COMP
 DG9948  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 DG9948  ELLIP HEIGHT-         411.99  (meters)          (04/01/05) GPS OBS
 DG9948  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DG9948
 DG9948  HORZ ORDER  -  FIRST
 DG9948  VERT ORDER  -  THIRD ?
 DG9948  ELLP ORDER  -  FOURTH    CLASS I
 DG9948
 DG9948.The horizontal coordinates were established by GPS observations
 DG9948.and adjusted by the MN DEPT OF TRANSP in April 2005..
 DG9948
 DG9948.The orthometric height was determined by differential leveling.
 DG9948.The vertical network tie was performed by a horz. field party for horz.
 DG9948.obs reductions. Reset procedures were used to establish the elevation.
 DG9948
 DG9948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9948
 DG9948.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9948
 DG9948.The ellipsoidal height was determined by GPS observations
 DG9948.and is referenced to NAD 83.
 DG9948
 DG9948.The geoid height was determined by GEOID03.
 DG9948
 DG9948;                    North         East     Units Scale Factor Converg.
 DG9948;SPC MN N     -   253,424.980   717,212.981   MT  0.99990305   -0 49 13.5
 DG9948;UTM  15      - 5,303,080.966   409,758.311   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.No superseded survey control is available for this station.
 DG9948
 DG9948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP0975803081(NAD 83)
 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 - 2003
 DG9948_ROD/PIPE-DEPTH:  4.6 meters
 DG9948
 DG9948  HISTORY     - Date     Condition        Report By
 DG9948  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9949 ***********************************************************************
 DG9949  DESIGNATION -  3602 J
 DG9949  PID         -  DG9949
 DG9949  STATE/COUNTY-  MN/KOOCHICHING
 DG9949  USGS QUAD   -  ELMWOOD ISLAND (1971)
 DG9949
 DG9949                         *CURRENT SURVEY CONTROL
 DG9949  ___________________________________________________________________
 DG9949* NAD 83(1996)-  47 52 29.06366(N)    094 11 03.76574(W)     ADJUSTED  
 DG9949* NAVD 88     -       441.68   (meters)    1449.1    (feet)  LEVELING  
 DG9949  ___________________________________________________________________
 DG9949  X           -    -312,757.978 (meters)                     COMP
 DG9949  Y           -  -4,274,909.279 (meters)                     COMP
 DG9949  Z           -   4,707,852.071 (meters)                     COMP
 DG9949  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 DG9949  ELLIP HEIGHT-         413.12  (meters)          (04/01/05) GPS OBS
 DG9949  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DG9949
 DG9949  HORZ ORDER  -  FIRST
 DG9949  VERT ORDER  -  THIRD ?
 DG9949  ELLP ORDER  -  FOURTH    CLASS I
 DG9949
 DG9949.The horizontal coordinates were established by GPS observations
 DG9949.and adjusted by the MN DEPT OF TRANSP in April 2005..
 DG9949
 DG9949.The orthometric height was determined by differential leveling.
 DG9949.The vertical network tie was performed by a horz. field party for horz.
 DG9949.obs reductions. Reset procedures were used to establish the elevation.
 DG9949
 DG9949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9949
 DG9949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9949
 DG9949.The ellipsoidal height was determined by GPS observations
 DG9949.and is referenced to NAD 83.
 DG9949
 DG9949.The geoid height was determined by GEOID03.
 DG9949
 DG9949;                    North         East     Units Scale Factor Converg.
 DG9949;SPC MN N     -   253,403.382   718,892.636   MT  0.99990305   -0 48 13.5
 DG9949;UTM  15      - 5,303,057.181   411,437.592   MT  0.99969638   -0 52 42.6
 DG9949
 DG9949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9949!SPC MN N     -   0.99993525  x   0.99990305  =   0.99983831
 DG9949!UTM  15      -   0.99993525  x   0.99969638  =   0.99963165
 DG9949
 DG9949                          SUPERSEDED SURVEY CONTROL
 DG9949
 DG9949.No superseded survey control is available for this station.
 DG9949
 DG9949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP1143803057(NAD 83)
 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 - 2003
 DG9949_ROD/PIPE-DEPTH:  4.6 meters
 DG9949
 DG9949  HISTORY     - Date     Condition        Report By
 DG9949  HISTORY     - 2003     MONUMENTED       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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9950 ***********************************************************************
 DG9950  DESIGNATION -  3602 K
 DG9950  PID         -  DG9950
 DG9950  STATE/COUNTY-  MN/KOOCHICHING
 DG9950  USGS QUAD   -  MIZPAH (1971)
 DG9950
 DG9950                         *CURRENT SURVEY CONTROL
 DG9950  ___________________________________________________________________
 DG9950* NAD 83(1996)-  47 52 35.76871(N)    094 08 08.02549(W)     ADJUSTED  
 DG9950* NAVD 88     -       425.17   (meters)    1394.9    (feet)  LEVELING  
 DG9950  ___________________________________________________________________
 DG9950  X           -    -309,103.707 (meters)                     COMP
 DG9950  Y           -  -4,275,009.897 (meters)                     COMP
 DG9950  Z           -   4,707,978.679 (meters)                     COMP
 DG9950  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 DG9950  ELLIP HEIGHT-         396.53  (meters)          (04/01/05) GPS OBS
 DG9950  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DG9950
 DG9950  HORZ ORDER  -  FIRST
 DG9950  VERT ORDER  -  THIRD ?
 DG9950  ELLP ORDER  -  FOURTH    CLASS I
 DG9950
 DG9950.The horizontal coordinates were established by GPS observations
 DG9950.and adjusted by the MN DEPT OF TRANSP in April 2005..
 DG9950
 DG9950.The orthometric height was determined by differential leveling.
 DG9950.The vertical network tie was performed by a horz. field party for horz.
 DG9950.obs reductions. Reset procedures were used to establish the elevation.
 DG9950
 DG9950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9950
 DG9950.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9950
 DG9950.The ellipsoidal height was determined by GPS observations
 DG9950.and is referenced to NAD 83.
 DG9950
 DG9950.The geoid height was determined by GEOID03.
 DG9950
 DG9950;                    North         East     Units Scale Factor Converg.
 DG9950;SPC MN N     -   253,560.363   722,546.488   MT  0.99990307   -0 46 03.3
 DG9950;UTM  15      - 5,303,209.366   415,090.877   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.No superseded survey control is available for this station.
 DG9950
 DG9950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP1509103209(NAD 83)
 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 - 2003
 DG9950_ROD/PIPE-DEPTH:  6.1 meters
 DG9950
 DG9950  HISTORY     - Date     Condition        Report By
 DG9950  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9951 ***********************************************************************
 DG9951  DESIGNATION -  3602 L
 DG9951  PID         -  DG9951
 DG9951  STATE/COUNTY-  MN/KOOCHICHING
 DG9951  USGS QUAD   -  MIZPAH NE (1971)
 DG9951
 DG9951                         *CURRENT SURVEY CONTROL
 DG9951  ___________________________________________________________________
 DG9951* NAD 83(1996)-  47 52 35.75214(N)    094 06 54.03778(W)     ADJUSTED  
 DG9951* NAVD 88     -       419.52   (meters)    1376.4    (feet)  LEVELING  
 DG9951  ___________________________________________________________________
 DG9951  X           -    -307,569.984 (meters)                     COMP
 DG9951  Y           -  -4,275,117.077 (meters)                     COMP
 DG9951  Z           -   4,707,974.123 (meters)                     COMP
 DG9951  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 DG9951  ELLIP HEIGHT-         390.85  (meters)          (04/01/05) GPS OBS
 DG9951  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 DG9951
 DG9951  HORZ ORDER  -  FIRST
 DG9951  VERT ORDER  -  THIRD ?
 DG9951  ELLP ORDER  -  FOURTH    CLASS I
 DG9951
 DG9951.The horizontal coordinates were established by GPS observations
 DG9951.and adjusted by the MN DEPT OF TRANSP in April 2005..
 DG9951
 DG9951.The orthometric height was determined by differential leveling.
 DG9951.The vertical network tie was performed by a horz. field party for horz.
 DG9951.obs reductions. Reset procedures were used to establish the elevation.
 DG9951
 DG9951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9951
 DG9951.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9951
 DG9951.The ellipsoidal height was determined by GPS observations
 DG9951.and is referenced to NAD 83.
 DG9951
 DG9951.The geoid height was determined by GEOID03.
 DG9951
 DG9951;                    North         East     Units Scale Factor Converg.
 DG9951;SPC MN N     -   253,539.463   724,083.562   MT  0.99990307   -0 45 08.4
 DG9951;UTM  15      - 5,303,186.466   416,627.590   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.No superseded survey control is available for this station.
 DG9951
 DG9951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP1662803186(NAD 83)
 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 - 2003
 DG9951_ROD/PIPE-DEPTH:  6.1 meters
 DG9951
 DG9951  HISTORY     - Date     Condition        Report By
 DG9951  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9952 ***********************************************************************
 DG9952  DESIGNATION -  3602 M
 DG9952  PID         -  DG9952
 DG9952  STATE/COUNTY-  MN/KOOCHICHING
 DG9952  USGS QUAD   -  MIZPAH NE (1971)
 DG9952
 DG9952                         *CURRENT SURVEY CONTROL
 DG9952  ___________________________________________________________________
 DG9952* NAD 83(1996)-  47 52 35.93188(N)    094 02 37.54715(W)     ADJUSTED  
 DG9952* NAVD 88     -       412.11   (meters)    1352.1    (feet)  LEVELING  
 DG9952  ___________________________________________________________________
 DG9952  X           -    -302,252.988 (meters)                     COMP
 DG9952  Y           -  -4,275,487.110 (meters)                     COMP
 DG9952  Z           -   4,707,972.284 (meters)                     COMP
 DG9952  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 DG9952  ELLIP HEIGHT-         383.35  (meters)          (04/01/05) GPS OBS
 DG9952  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG9952
 DG9952  HORZ ORDER  -  FIRST
 DG9952  VERT ORDER  -  THIRD ?
 DG9952  ELLP ORDER  -  FOURTH    CLASS I
 DG9952
 DG9952.The horizontal coordinates were established by GPS observations
 DG9952.and adjusted by the MN DEPT OF TRANSP in April 2005..
 DG9952
 DG9952.The orthometric height was determined by differential leveling.
 DG9952.The vertical network tie was performed by a horz. field party for horz.
 DG9952.obs reductions. Reset procedures were used to establish the elevation.
 DG9952
 DG9952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9952
 DG9952.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9952
 DG9952.The ellipsoidal height was determined by GPS observations
 DG9952.and is referenced to NAD 83.
 DG9952
 DG9952.The geoid height was determined by GEOID03.
 DG9952
 DG9952;                    North         East     Units Scale Factor Converg.
 DG9952;SPC MN N     -   253,477.496   729,412.215   MT  0.99990307   -0 41 58.3
 DG9952;UTM  15      - 5,303,117.569   421,954.969   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.No superseded survey control is available for this station.
 DG9952
 DG9952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP2195503118(NAD 83)
 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 - 2003
 DG9952_ROD/PIPE-DEPTH:  7.6 meters
 DG9952
 DG9952  HISTORY     - Date     Condition        Report By
 DG9952  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9953 ***********************************************************************
 DG9953  DESIGNATION -  3602 N
 DG9953  PID         -  DG9953
 DG9953  STATE/COUNTY-  MN/KOOCHICHING
 DG9953  USGS QUAD   -  MIZPAH NE (1971)
 DG9953
 DG9953                         *CURRENT SURVEY CONTROL
 DG9953  ___________________________________________________________________
 DG9953* NAD 83(1996)-  47 52 33.85756(N)    094 01 18.33477(W)     ADJUSTED  
 DG9953* NAVD 88     -       408.30   (meters)    1339.6    (feet)  LEVELING  
 DG9953  ___________________________________________________________________
 DG9953  X           -    -300,614.192 (meters)                     COMP
 DG9953  Y           -  -4,275,647.711 (meters)                     COMP
 DG9953  Z           -   4,707,926.469 (meters)                     COMP
 DG9953  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 DG9953  ELLIP HEIGHT-         379.52  (meters)          (04/01/05) GPS OBS
 DG9953  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG9953
 DG9953  HORZ ORDER  -  FIRST
 DG9953  VERT ORDER  -  THIRD ?
 DG9953  ELLP ORDER  -  FOURTH    CLASS I
 DG9953
 DG9953.The horizontal coordinates were established by GPS observations
 DG9953.and adjusted by the MN DEPT OF TRANSP in April 2005..
 DG9953
 DG9953.The orthometric height was determined by differential leveling.
 DG9953.The vertical network tie was performed by a horz. field party for horz.
 DG9953.obs reductions. Reset procedures were used to establish the elevation.
 DG9953
 DG9953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9953
 DG9953.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9953
 DG9953.The ellipsoidal height was determined by GPS observations
 DG9953.and is referenced to NAD 83.
 DG9953
 DG9953.The geoid height was determined by GEOID03.
 DG9953
 DG9953;                    North         East     Units Scale Factor Converg.
 DG9953;SPC MN N     -   253,393.582   731,057.097   MT  0.99990307   -0 40 59.6
 DG9953;UTM  15      - 5,303,031.531   423,599.362   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.No superseded survey control is available for this station.
 DG9953
 DG9953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP2359903032(NAD 83)
 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 - 2003
 DG9953_ROD/PIPE-DEPTH:  6.1 meters
 DG9953
 DG9953  HISTORY     - Date     Condition        Report By
 DG9953  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9954 ***********************************************************************
 DG9954  DESIGNATION -  3602 P
 DG9954  PID         -  DG9954
 DG9954  STATE/COUNTY-  MN/KOOCHICHING
 DG9954  USGS QUAD   -  WILDWOOD (1971)
 DG9954
 DG9954                         *CURRENT SURVEY CONTROL
 DG9954  ___________________________________________________________________
 DG9954* NAD 83(1996)-  47 52 35.07835(N)    093 58 20.06136(W)     ADJUSTED  
 DG9954* NAVD 88     -       405.10   (meters)    1329.1    (feet)  LEVELING  
 DG9954  ___________________________________________________________________
 DG9954  X           -    -296,916.576 (meters)                     COMP
 DG9954  Y           -  -4,275,875.858 (meters)                     COMP
 DG9954  Z           -   4,707,949.350 (meters)                     COMP
 DG9954  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 DG9954  ELLIP HEIGHT-         376.27  (meters)          (04/01/05) GPS OBS
 DG9954  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DG9954
 DG9954  HORZ ORDER  -  FIRST
 DG9954  VERT ORDER  -  THIRD ?
 DG9954  ELLP ORDER  -  FOURTH    CLASS I
 DG9954
 DG9954.The horizontal coordinates were established by GPS observations
 DG9954.and adjusted by the MN DEPT OF TRANSP in April 2005..
 DG9954
 DG9954.The orthometric height was determined by differential leveling.
 DG9954.The vertical network tie was performed by a horz. field party for horz.
 DG9954.obs reductions. Reset procedures were used to establish the elevation.
 DG9954
 DG9954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9954
 DG9954.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9954
 DG9954.The ellipsoidal height was determined by GPS observations
 DG9954.and is referenced to NAD 83.
 DG9954
 DG9954.The geoid height was determined by GEOID03.
 DG9954
 DG9954;                    North         East     Units Scale Factor Converg.
 DG9954;SPC MN N     -   253,388.300   734,761.232   MT  0.99990307   -0 38 47.5
 DG9954;UTM  15      - 5,303,021.426   427,302.618   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.No superseded survey control is available for this station.
 DG9954
 DG9954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP2730303021(NAD 83)
 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 - 2003
 DG9954_ROD/PIPE-DEPTH:  6.1 meters
 DG9954
 DG9954  HISTORY     - Date     Condition        Report By
 DG9954  HISTORY     - 2003     MONUMENTED       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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9955 ***********************************************************************
 DG9955  DESIGNATION -  3602 Q
 DG9955  PID         -  DG9955
 DG9955  STATE/COUNTY-  MN/KOOCHICHING
 DG9955  USGS QUAD   -  WILDWOOD (1971)
 DG9955
 DG9955                         *CURRENT SURVEY CONTROL
 DG9955  ___________________________________________________________________
 DG9955* NAD 83(1996)-  47 52 32.49402(N)    093 53 05.79498(W)     ADJUSTED  
 DG9955* NAVD 88     -       402.93   (meters)    1321.9    (feet)  LEVELING  
 DG9955  ___________________________________________________________________
 DG9955  X           -    -290,405.389 (meters)                     COMP
 DG9955  Y           -  -4,276,380.815 (meters)                     COMP
 DG9955  Z           -   4,707,894.111 (meters)                     COMP
 DG9955  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 DG9955  ELLIP HEIGHT-         373.98  (meters)          (04/01/05) GPS OBS
 DG9955  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DG9955
 DG9955  HORZ ORDER  -  FIRST
 DG9955  VERT ORDER  -  THIRD ?
 DG9955  ELLP ORDER  -  FOURTH    CLASS I
 DG9955
 DG9955.The horizontal coordinates were established by GPS observations
 DG9955.and adjusted by the MN DEPT OF TRANSP in April 2005..
 DG9955
 DG9955.The orthometric height was determined by differential leveling.
 DG9955.The vertical network tie was performed by a horz. field party for horz.
 DG9955.obs reductions. Reset procedures were used to establish the elevation.
 DG9955
 DG9955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9955
 DG9955.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9955
 DG9955.The ellipsoidal height was determined by GPS observations
 DG9955.and is referenced to NAD 83.
 DG9955
 DG9955.The geoid height was determined by GEOID03.
 DG9955
 DG9955;                    North         East     Units Scale Factor Converg.
 DG9955;SPC MN N     -   253,238.504   741,289.468   MT  0.99990306   -0 34 54.5
 DG9955;UTM  15      - 5,302,863.170   433,829.062   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.No superseded survey control is available for this station.
 DG9955
 DG9955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP3382902863(NAD 83)
 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 - 2003
 DG9955_ROD/PIPE-DEPTH:  7.6 meters
 DG9955
 DG9955  HISTORY     - Date     Condition        Report By
 DG9955  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9956 ***********************************************************************
 DG9956  DESIGNATION -  3602 R
 DG9956  PID         -  DG9956
 DG9956  STATE/COUNTY-  MN/KOOCHICHING
 DG9956  USGS QUAD   -  WILDWOOD NE (1971)
 DG9956
 DG9956                         *CURRENT SURVEY CONTROL
 DG9956  ___________________________________________________________________
 DG9956* NAD 83(1996)-  47 52 30.58964(N)    093 48 37.47918(W)     ADJUSTED  
 DG9956* NAVD 88     -       400.93   (meters)    1315.4    (feet)  LEVELING  
 DG9956  ___________________________________________________________________
 DG9956  X           -    -284,845.098 (meters)                     COMP
 DG9956  Y           -  -4,276,797.077 (meters)                     COMP
 DG9956  Z           -   4,707,853.085 (meters)                     COMP
 DG9956  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 DG9956  ELLIP HEIGHT-         371.86  (meters)          (04/01/05) GPS OBS
 DG9956  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DG9956
 DG9956  HORZ ORDER  -  FIRST
 DG9956  VERT ORDER  -  THIRD ?
 DG9956  ELLP ORDER  -  FOURTH    CLASS I
 DG9956
 DG9956.The horizontal coordinates were established by GPS observations
 DG9956.and adjusted by the MN DEPT OF TRANSP in April 2005..
 DG9956
 DG9956.The orthometric height was determined by differential leveling.
 DG9956.The vertical network tie was performed by a horz. field party for horz.
 DG9956.obs reductions. Reset procedures were used to establish the elevation.
 DG9956
 DG9956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9956
 DG9956.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9956
 DG9956.The ellipsoidal height was determined by GPS observations
 DG9956.and is referenced to NAD 83.
 DG9956
 DG9956.The geoid height was determined by GEOID03.
 DG9956
 DG9956;                    North         East     Units Scale Factor Converg.
 DG9956;SPC MN N     -   253,125.773   746,863.464   MT  0.99990306   -0 31 35.7
 DG9956;UTM  15      - 5,302,743.218   439,401.492   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  =   0.99984479
 DG9956!UTM  15      -   0.99994172  x   0.99964512  =   0.99958686
 DG9956
 DG9956                          SUPERSEDED SURVEY CONTROL
 DG9956
 DG9956.No superseded survey control is available for this station.
 DG9956
 DG9956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP3940102743(NAD 83)
 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     - 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 (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 = OCTOBER  6, 2006
 AJ3987 ***********************************************************************
 AJ3987  DESIGNATION -  3604 B
 AJ3987  PID         -  AJ3987
 AJ3987  STATE/COUNTY-  MN/KOOCHICHING
 AJ3987  USGS QUAD   -  PELLAND (1970)
 AJ3987
 AJ3987                         *CURRENT SURVEY CONTROL
 AJ3987  ___________________________________________________________________
 AJ3987* NAD 83(1986)-  48 31 17.     (N)    093 35 05.     (W)     SCALED    
 AJ3987* NAVD 88     -       336.888  (meters)    1105.27   (feet)  ADJUSTED  
 AJ3987  ___________________________________________________________________
 AJ3987  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 AJ3987  DYNAMIC HT  -         336.964 (meters)    1105.52  (feet)  COMP
 AJ3987  MODELED GRAV-     980,826.6   (mgal)                       NAVD 88
 AJ3987
 AJ3987  VERT ORDER  -  SECOND    CLASS I
 AJ3987
 AJ3987.The horizontal coordinates were scaled from a topographic map and have
 AJ3987.an estimated accuracy of +/- 6 seconds.
 AJ3987
 AJ3987.The orthometric height was determined by differential leveling
 AJ3987.and adjusted by the National Geodetic Survey in June 2004..
 AJ3987
 AJ3987.The geoid height was determined by GEOID03.
 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     -   324,850.      764,200.      MT  (+/- 180 meters Scaled)
 AJ3987
 AJ3987                          SUPERSEDED SURVEY CONTROL
 AJ3987
 AJ3987.No superseded survey control is available for this station.
 AJ3987
 AJ3987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP568744(NAD 83)
 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 = OCTOBER  6, 2006
 AJ3988 ***********************************************************************
 AJ3988  DESIGNATION -  3604 C
 AJ3988  PID         -  AJ3988
 AJ3988  STATE/COUNTY-  MN/KOOCHICHING
 AJ3988  USGS QUAD   -  PELLAND (1970)
 AJ3988
 AJ3988                         *CURRENT SURVEY CONTROL
 AJ3988  ___________________________________________________________________
 AJ3988* NAD 83(1986)-  48 31 15.     (N)    093 35 14.     (W)     SCALED    
 AJ3988* NAVD 88     -       337.856  (meters)    1108.45   (feet)  ADJUSTED  
 AJ3988  ___________________________________________________________________
 AJ3988  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 AJ3988  DYNAMIC HT  -         337.932 (meters)    1108.70  (feet)  COMP
 AJ3988  MODELED GRAV-     980,826.6   (mgal)                       NAVD 88
 AJ3988
 AJ3988  VERT ORDER  -  SECOND    CLASS I
 AJ3988
 AJ3988.The horizontal coordinates were scaled from a topographic map and have
 AJ3988.an estimated accuracy of +/- 6 seconds.
 AJ3988
 AJ3988.The orthometric height was determined by differential leveling
 AJ3988.and adjusted by the National Geodetic Survey in June 2004..
 AJ3988
 AJ3988.The geoid height was determined by GEOID03.
 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     -   324,790.      764,010.      MT  (+/- 180 meters Scaled)
 AJ3988
 AJ3988                          SUPERSEDED SURVEY CONTROL
 AJ3988
 AJ3988.No superseded survey control is available for this station.
 AJ3988
 AJ3988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP566743(NAD 83)
 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 = OCTOBER  6, 2006
 TB0745 ***********************************************************************
 TB0745  DESIGNATION -  3605 B
 TB0745  PID         -  TB0745
 TB0745  STATE/COUNTY-  MN/KOOCHICHING
 TB0745  USGS QUAD   -  INTERNATIONAL FALLS (1983)
 TB0745
 TB0745                         *CURRENT SURVEY CONTROL
 TB0745  ___________________________________________________________________
 TB0745* NAD 83(1996)-  48 32 52.38001(N)    093 27 13.59747(W)     ADJUSTED  
 TB0745* NAVD 88     -       343.926  (meters)    1128.36   (feet)  ADJUSTED  
 TB0745  ___________________________________________________________________
 TB0745  X           -    -254,856.615 (meters)                     COMP
 TB0745  Y           -  -4,222,773.317 (meters)                     COMP
 TB0745  Z           -   4,757,659.062 (meters)                     COMP
 TB0745  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 TB0745  ELLIP HEIGHT-         313.38  (meters)          (03/29/02) GPS OBS
 TB0745  GEOID HEIGHT-         -30.55  (meters)                     GEOID03
 TB0745  DYNAMIC HT  -         344.002 (meters)    1128.61  (feet)  COMP
 TB0745  MODELED GRAV-     980,820.0   (mgal)                       NAVD 88
 TB0745
 TB0745  HORZ ORDER  -  FIRST
 TB0745  VERT ORDER  -  FIRST     CLASS II
 TB0745  ELLP ORDER  -  FOURTH    CLASS I
 TB0745
 TB0745.The horizontal coordinates were established by GPS observations
 TB0745.and adjusted by the MN DEPT OF TRANSP in March 2002..
 TB0745
 TB0745.The orthometric height was determined by differential leveling
 TB0745.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 TB0745
 TB0745.The ellipsoidal height was determined by GPS observations
 TB0745.and is referenced to NAD 83.
 TB0745
 TB0745.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TB0745;SPC MN N     -   327,738.811   773,880.615   MT  0.99998025   -0 15 44.0
 TB0745;UTM  15      - 5,377,297.497   466,510.274   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  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_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 = OCTOBER  6, 2006
 AJ3979 ***********************************************************************
 AJ3979  DESIGNATION -  3605 D
 AJ3979  PID         -  AJ3979
 AJ3979  STATE/COUNTY-  MN/KOOCHICHING
 AJ3979  USGS QUAD   -  PELLAND (1970)
 AJ3979
 AJ3979                         *CURRENT SURVEY CONTROL
 AJ3979  ___________________________________________________________________
 AJ3979* NAD 83(1996)-  48 31 21.99378(N)    093 33 52.49968(W)     ADJUSTED  
 AJ3979* NAVD 88     -       340.007  (meters)    1115.51   (feet)  ADJUSTED  
 AJ3979  ___________________________________________________________________
 AJ3979  X           -    -263,152.624 (meters)                     COMP
 AJ3979  Y           -  -4,224,358.327 (meters)                     COMP
 AJ3979  Z           -   4,755,807.472 (meters)                     COMP
 AJ3979  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 AJ3979  ELLIP HEIGHT-         309.66  (meters)          (03/29/02) GPS OBS
 AJ3979  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 AJ3979  DYNAMIC HT  -         340.084 (meters)    1115.76  (feet)  COMP
 AJ3979  MODELED GRAV-     980,826.2   (mgal)                       NAVD 88
 AJ3979
 AJ3979  HORZ ORDER  -  FIRST
 AJ3979  VERT ORDER  -  SECOND    CLASS I
 AJ3979  ELLP ORDER  -  FOURTH    CLASS I
 AJ3979
 AJ3979.The horizontal coordinates were established by GPS observations
 AJ3979.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ3979
 AJ3979.The orthometric height was determined by differential leveling
 AJ3979.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ3979
 AJ3979.The ellipsoidal height was determined by GPS observations
 AJ3979.and is referenced to NAD 83.
 AJ3979
 AJ3979.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ3979;SPC MN N     -   324,990.281   765,683.095   MT  0.99997488   -0 20 39.7
 AJ3979;UTM  15      - 5,374,561.153   458,311.960   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  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: 15UVP5831274561(NAD 83)
 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 = OCTOBER  6, 2006
 AJ3980 ***********************************************************************
 AJ3980  DESIGNATION -  3605 E
 AJ3980  PID         -  AJ3980
 AJ3980  STATE/COUNTY-  MN/KOOCHICHING
 AJ3980  USGS QUAD   -  PELLAND (1970)
 AJ3980
 AJ3980                         *CURRENT SURVEY CONTROL
 AJ3980  ___________________________________________________________________
 AJ3980* NAD 83(1996)-  48 31 38.23295(N)    093 31 40.20943(W)     ADJUSTED  
 AJ3980* NAVD 88     -       342.859  (meters)    1124.86   (feet)  ADJUSTED  
 AJ3980  ___________________________________________________________________
 AJ3980  X           -    -260,420.216 (meters)                     COMP
 AJ3980  Y           -  -4,224,152.941 (meters)                     COMP
 AJ3980  Z           -   4,756,141.793 (meters)                     COMP
 AJ3980  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 AJ3980  ELLIP HEIGHT-         312.45  (meters)          (03/29/02) GPS OBS
 AJ3980  GEOID HEIGHT-         -30.40  (meters)                     GEOID03
 AJ3980  DYNAMIC HT  -         342.936 (meters)    1125.12  (feet)  COMP
 AJ3980  MODELED GRAV-     980,825.4   (mgal)                       NAVD 88
 AJ3980
 AJ3980  HORZ ORDER  -  FIRST
 AJ3980  VERT ORDER  -  SECOND    CLASS I
 AJ3980  ELLP ORDER  -  FOURTH    CLASS I
 AJ3980
 AJ3980.The horizontal coordinates were established by GPS observations
 AJ3980.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ3980
 AJ3980.The orthometric height was determined by differential leveling
 AJ3980.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ3980
 AJ3980.The ellipsoidal height was determined by GPS observations
 AJ3980.and is referenced to NAD 83.
 AJ3980
 AJ3980.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ3980;SPC MN N     -   325,476.204   768,400.218   MT  0.99997583   -0 19 01.6
 AJ3980;UTM  15      - 5,375,043.182   461,028.781   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  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: 15UVP6102975043(NAD 83)
 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 = OCTOBER  6, 2006
 AJ3981 ***********************************************************************
 AJ3981  DESIGNATION -  3605 F
 AJ3981  PID         -  AJ3981
 AJ3981  STATE/COUNTY-  MN/KOOCHICHING
 AJ3981  USGS QUAD   -  INTERNATIONAL FALLS (1983)
 AJ3981
 AJ3981                         *CURRENT SURVEY CONTROL
 AJ3981  ___________________________________________________________________
 AJ3981* NAD 83(1996)-  48 34 40.59555(N)    093 26 25.41338(W)     ADJUSTED  
 AJ3981* NAVD 88     -       346.725  (meters)    1137.55   (feet)  ADJUSTED  
 AJ3981  ___________________________________________________________________
 AJ3981  X           -    -253,719.873 (meters)                     COMP
 AJ3981  Y           -  -4,220,332.978 (meters)                     COMP
 AJ3981  Z           -   4,759,873.412 (meters)                     COMP
 AJ3981  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 AJ3981  ELLIP HEIGHT-         316.12  (meters)          (03/29/02) GPS OBS
 AJ3981  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 AJ3981  DYNAMIC HT  -         346.803 (meters)    1137.80  (feet)  COMP
 AJ3981  MODELED GRAV-     980,825.5   (mgal)                       NAVD 88
 AJ3981
 AJ3981  HORZ ORDER  -  FIRST
 AJ3981  VERT ORDER  -  SECOND    CLASS I
 AJ3981  ELLP ORDER  -  FOURTH    CLASS I
 AJ3981
 AJ3981.The horizontal coordinates were established by GPS observations
 AJ3981.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ3981
 AJ3981.The orthometric height was determined by differential leveling
 AJ3981.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ3981
 AJ3981.The ellipsoidal height was determined by GPS observations
 AJ3981.and is referenced to NAD 83.
 AJ3981
 AJ3981.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ3981;SPC MN N     -   331,076.983   774,883.504   MT  0.99998694   -0 15 08.3
 AJ3981;UTM  15      - 5,380,633.066   467,517.328   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  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_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 = OCTOBER  6, 2006
 AJ3982 ***********************************************************************
 AJ3982  DESIGNATION -  3605 G
 AJ3982  PID         -  AJ3982
 AJ3982  STATE/COUNTY-  MN/KOOCHICHING
 AJ3982  USGS QUAD   -  INTERNATIONAL FALLS (1983)
 AJ3982
 AJ3982                         *CURRENT SURVEY CONTROL
 AJ3982  ___________________________________________________________________
 AJ3982* NAD 83(1996)-  48 32 26.31311(N)    093 28 09.70927(W)     ADJUSTED  
 AJ3982* NAVD 88     -       346.404  (meters)    1136.49   (feet)  ADJUSTED  
 AJ3982  ___________________________________________________________________
 AJ3982  X           -    -256,041.979 (meters)                     COMP
 AJ3982  Y           -  -4,223,307.871 (meters)                     COMP
 AJ3982  Z           -   4,757,127.851 (meters)                     COMP
 AJ3982  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 AJ3982  ELLIP HEIGHT-         315.89  (meters)          (03/29/02) GPS OBS
 AJ3982  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 AJ3982  DYNAMIC HT  -         346.479 (meters)    1136.74  (feet)  COMP
 AJ3982  MODELED GRAV-     980,817.3   (mgal)                       NAVD 88
 AJ3982
 AJ3982  HORZ ORDER  -  FIRST
 AJ3982  VERT ORDER  -  SECOND    CLASS I
 AJ3982  ELLP ORDER  -  FOURTH    CLASS I
 AJ3982
 AJ3982.The horizontal coordinates were established by GPS observations
 AJ3982.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ3982
 AJ3982.The orthometric height was determined by differential leveling
 AJ3982.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ3982
 AJ3982.The ellipsoidal height was determined by GPS observations
 AJ3982.and is referenced to NAD 83.
 AJ3982
 AJ3982.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ3982;SPC MN N     -   326,939.036   772,726.016   MT  0.99997868   -0 16 25.6
 AJ3982;UTM  15      - 5,376,499.584   465,355.010   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  =   0.99956526
 AJ3982
 AJ3982                          SUPERSEDED SURVEY CONTROL
 AJ3982
 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: 15UVP6535576500(NAD 83)
 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 = OCTOBER  6, 2006
 TB0245 ***********************************************************************
 TB0245  DESIGNATION -  3606 A
 TB0245  PID         -  TB0245
 TB0245  STATE/COUNTY-  MN/KOOCHICHING
 TB0245  USGS QUAD   -  RANIER (1986)
 TB0245
 TB0245                         *CURRENT SURVEY CONTROL
 TB0245  ___________________________________________________________________
 TB0245* NAD 83(1986)-  48 36 06.     (N)    093 22 22.     (W)     SCALED    
 TB0245* NAVD 88     -       340.942  (meters)    1118.57   (feet)  ADJUSTED  
 TB0245  ___________________________________________________________________
 TB0245  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 TB0245  DYNAMIC HT  -         341.022 (meters)    1118.84  (feet)  COMP
 TB0245  MODELED GRAV-     980,834.2   (mgal)                       NAVD 88
 TB0245
 TB0245  VERT ORDER  -  SECOND    CLASS 0
 TB0245
 TB0245.The horizontal coordinates were scaled from a topographic map and have
 TB0245.an estimated accuracy of +/- 6 seconds.
 TB0245
 TB0245.The orthometric height was determined by differential leveling
 TB0245.and adjusted by the National Geodetic Survey in June 1991..
 TB0245
 TB0245.The geoid height was determined by GEOID03.
 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     -   333,700.      779,880.      MT  (+/- 180 meters Scaled)
 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: 15UVP725832(NAD 83)
 TB0245_MARKER: DD = SURVEY DISK
 TB0245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TB0245_SP_SET: ABUTMENT
 TB0245_STAMPING: 3606-A 1951
 TB0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0245
 TB0245  HISTORY     - Date     Condition        Report By
 TB0245  HISTORY     - 1951     MONUMENTED       MNDT
 TB0245  HISTORY     - 1973     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0229 ***********************************************************************
 TB0229  DESIGNATION -  3606 B
 TB0229  PID         -  TB0229
 TB0229  STATE/COUNTY-  MN/KOOCHICHING
 TB0229  USGS QUAD   -  RANIER (1986)
 TB0229
 TB0229                         *CURRENT SURVEY CONTROL
 TB0229  ___________________________________________________________________
 TB0229* NAD 83(1986)-  48 36 04.     (N)    093 16 06.     (W)     SCALED    
 TB0229* NAVD 88     -       339.918  (meters)    1115.21   (feet)  ADJUSTED  
 TB0229  ___________________________________________________________________
 TB0229  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 TB0229  DYNAMIC HT  -         339.997 (meters)    1115.47  (feet)  COMP
 TB0229  MODELED GRAV-     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
 TB0229.and adjusted by the National Geodetic Survey in June 1991..
 TB0229
 TB0229.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0225 ***********************************************************************
 TB0225  DESIGNATION -  3606 C
 TB0225  PID         -  TB0225
 TB0225  STATE/COUNTY-  MN/KOOCHICHING
 TB0225  USGS QUAD   -  ISLAND VIEW (1986)
 TB0225
 TB0225                         *CURRENT SURVEY CONTROL
 TB0225  ___________________________________________________________________
 TB0225* NAD 83(1986)-  48 35 55.     (N)    093 14 08.     (W)     SCALED    
 TB0225* NAVD 88     -       340.027  (meters)    1115.57   (feet)  ADJUSTED  
 TB0225  ___________________________________________________________________
 TB0225  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 TB0225  DYNAMIC HT  -         340.105 (meters)    1115.83  (feet)  COMP
 TB0225  MODELED GRAV-     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
 TB0225.and adjusted by the National Geodetic Survey in June 1991..
 TB0225
 TB0225.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0241 ***********************************************************************
 TB0241  DESIGNATION -  3606 D
 TB0241  PID         -  TB0241
 TB0241  STATE/COUNTY-  MN/KOOCHICHING
 TB0241  USGS QUAD   -  RANIER (1986)
 TB0241
 TB0241                         *CURRENT SURVEY CONTROL
 TB0241  ___________________________________________________________________
 TB0241* NAD 83(1986)-  48 36 32.     (N)    093 20 36.     (W)     SCALED    
 TB0241* NAVD 88     -       350.635  (meters)    1150.38   (feet)  ADJUSTED  
 TB0241  ___________________________________________________________________
 TB0241  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 TB0241  DYNAMIC HT  -         350.717 (meters)    1150.64  (feet)  COMP
 TB0241  MODELED GRAV-     980,836.4   (mgal)                       NAVD 88
 TB0241
 TB0241  VERT ORDER  -  SECOND    CLASS 0
 TB0241
 TB0241.The horizontal coordinates were scaled from a topographic map and have
 TB0241.an estimated accuracy of +/- 6 seconds.
 TB0241
 TB0241.The orthometric height was determined by differential leveling
 TB0241.and adjusted by the National Geodetic Survey in June 1991..
 TB0241
 TB0241.The geoid height was determined by GEOID03.
 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     -   334,490.      782,060.      MT  (+/- 180 meters Scaled)
 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: 15UVP746840(NAD 83)
 TB0241_MARKER: DD = SURVEY DISK
 TB0241_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TB0241_SP_SET: ABUTMENT
 TB0241_STAMPING: 3606 D 1973
 TB0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0241
 TB0241  HISTORY     - Date     Condition        Report By
 TB0241  HISTORY     - 1973     MONUMENTED       MNDT
 TB0241  HISTORY     - 1976     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0243 ***********************************************************************
 TB0243  DESIGNATION -  3606 E
 TB0243  PID         -  TB0243
 TB0243  STATE/COUNTY-  MN/KOOCHICHING
 TB0243  USGS QUAD   -  RANIER (1986)
 TB0243
 TB0243                         *CURRENT SURVEY CONTROL
 TB0243  ___________________________________________________________________
 TB0243* NAD 83(1986)-  48 36 31.     (N)    093 21 02.     (W)     SCALED    
 TB0243* NAVD 88     -       344.112  (meters)    1128.97   (feet)  ADJUSTED  
 TB0243  ___________________________________________________________________
 TB0243  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 TB0243  DYNAMIC HT  -         344.193 (meters)    1129.24  (feet)  COMP
 TB0243  MODELED GRAV-     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
 TB0243.and adjusted by the National Geodetic Survey in June 1991..
 TB0243
 TB0243.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 TB0243_SETTING: 66 = SET IN ROCK OUTCROP
 TB0243_SP_SET: BEDROCK
 TB0243_STAMPING: 3606 E 1973
 TB0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0243+STABILITY: POSITION/ELEVATION WELL
 TB0243
 TB0243  HISTORY     - Date     Condition        Report By
 TB0243  HISTORY     - 1973     MONUMENTED       MNDT
 TB0243  HISTORY     - 1976     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0246 ***********************************************************************
 TB0246  DESIGNATION -  3606 F
 TB0246  PID         -  TB0246
 TB0246  STATE/COUNTY-  MN/KOOCHICHING
 TB0246  USGS QUAD   -  INTERNATIONAL FALLS (1983)
 TB0246
 TB0246                         *CURRENT SURVEY CONTROL
 TB0246  ___________________________________________________________________
 TB0246* NAD 83(1986)-  48 36 07.     (N)    093 23 18.     (W)     SCALED    
 TB0246* NAVD 88     -       341.468  (meters)    1120.30   (feet)  ADJUSTED  
 TB0246  ___________________________________________________________________
 TB0246  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 TB0246  DYNAMIC HT  -         341.547 (meters)    1120.56  (feet)  COMP
 TB0246  MODELED GRAV-     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
 TB0246.and adjusted by the National Geodetic Survey in June 1991..
 TB0246
 TB0246.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0239 ***********************************************************************
 TB0239  DESIGNATION -  3606 G
 TB0239  PID         -  TB0239
 TB0239  STATE/COUNTY-  MN/KOOCHICHING
 TB0239  USGS QUAD   -  RANIER (1986)
 TB0239
 TB0239                         *CURRENT SURVEY CONTROL
 TB0239  ___________________________________________________________________
 TB0239* NAD 83(1986)-  48 36 37.     (N)    093 19 43.     (W)     SCALED    
 TB0239* NAVD 88     -       343.176  (meters)    1125.90   (feet)  ADJUSTED  
 TB0239  ___________________________________________________________________
 TB0239  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 TB0239  DYNAMIC HT  -         343.257 (meters)    1126.17  (feet)  COMP
 TB0239  MODELED GRAV-     980,836.7   (mgal)                       NAVD 88
 TB0239
 TB0239  VERT ORDER  -  SECOND    CLASS I
 TB0239
 TB0239.The horizontal coordinates were scaled from a topographic map and have
 TB0239.an estimated accuracy of +/- 6 seconds.
 TB0239
 TB0239.The orthometric height was determined by differential leveling
 TB0239.and adjusted by the National Geodetic Survey in June 1991..
 TB0239
 TB0239.The geoid height was determined by GEOID03.
 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     -   334,640.      783,140.      MT  (+/- 180 meters Scaled)
 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: 15UVP757841(NAD 83)
 TB0239_MARKER: DD = SURVEY DISK
 TB0239_SETTING: 66 = SET IN ROCK OUTCROP
 TB0239_SP_SET: ROCK LEDGE
 TB0239_STAMPING: 3606 G 1976
 TB0239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0239+STABILITY: POSITION/ELEVATION WELL
 TB0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TB0239+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 TB0239
 TB0239  HISTORY     - Date     Condition        Report By
 TB0239  HISTORY     - 1976     MONUMENTED       MNDT
 TB0239  HISTORY     - 20040808 GOOD             USPSQD
 TB0239
 TB0239                          STATION DESCRIPTION
 TB0239
 TB0239'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0238 ***********************************************************************
 TB0238  DESIGNATION -  3606 H
 TB0238  PID         -  TB0238
 TB0238  STATE/COUNTY-  MN/KOOCHICHING
 TB0238  USGS QUAD   -  RANIER (1986)
 TB0238
 TB0238                         *CURRENT SURVEY CONTROL
 TB0238  ___________________________________________________________________
 TB0238* NAD 83(1986)-  48 36 37.     (N)    093 19 04.     (W)     SCALED    
 TB0238* NAVD 88     -       344.129  (meters)    1129.03   (feet)  ADJUSTED  
 TB0238  ___________________________________________________________________
 TB0238  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 TB0238  DYNAMIC HT  -         344.211 (meters)    1129.30  (feet)  COMP
 TB0238  MODELED GRAV-     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
 TB0238.and adjusted by the National Geodetic Survey in June 1991..
 TB0238
 TB0238.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0235 ***********************************************************************
 TB0235  DESIGNATION -  3606 J
 TB0235  PID         -  TB0235
 TB0235  STATE/COUNTY-  MN/KOOCHICHING
 TB0235  USGS QUAD   -  RANIER (1986)
 TB0235
 TB0235                         *CURRENT SURVEY CONTROL
 TB0235  ___________________________________________________________________
 TB0235* NAD 83(1986)-  48 36 29.     (N)    093 18 17.     (W)     SCALED    
 TB0235* NAVD 88     -       343.767  (meters)    1127.84   (feet)  ADJUSTED  
 TB0235  ___________________________________________________________________
 TB0235  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 TB0235  DYNAMIC HT  -         343.848 (meters)    1128.11  (feet)  COMP
 TB0235  MODELED GRAV-     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
 TB0235.and adjusted by the National Geodetic Survey in June 1991..
 TB0235
 TB0235.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0233 ***********************************************************************
 TB0233  DESIGNATION -  3606 K
 TB0233  PID         -  TB0233
 TB0233  STATE/COUNTY-  MN/KOOCHICHING
 TB0233  USGS QUAD   -  RANIER (1986)
 TB0233
 TB0233                         *CURRENT SURVEY CONTROL
 TB0233  ___________________________________________________________________
 TB0233* NAD 83(1986)-  48 36 17.     (N)    093 17 21.     (W)     SCALED    
 TB0233* NAVD 88     -       340.837  (meters)    1118.23   (feet)  ADJUSTED  
 TB0233  ___________________________________________________________________
 TB0233  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 TB0233  DYNAMIC HT  -         340.917 (meters)    1118.49  (feet)  COMP
 TB0233  MODELED GRAV-     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
 TB0233.and adjusted by the National Geodetic Survey in June 1991..
 TB0233
 TB0233.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0230 ***********************************************************************
 TB0230  DESIGNATION -  3606 L
 TB0230  PID         -  TB0230
 TB0230  STATE/COUNTY-  MN/KOOCHICHING
 TB0230  USGS QUAD   -  RANIER (1986)
 TB0230
 TB0230                         *CURRENT SURVEY CONTROL
 TB0230  ___________________________________________________________________
 TB0230* NAD 83(1986)-  48 36 09.     (N)    093 16 30.     (W)     SCALED    
 TB0230* NAVD 88     -       342.667  (meters)    1124.23   (feet)  ADJUSTED  
 TB0230  ___________________________________________________________________
 TB0230  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 TB0230  DYNAMIC HT  -         342.747 (meters)    1124.50  (feet)  COMP
 TB0230  MODELED GRAV-     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
 TB0230.and adjusted by the National Geodetic Survey in June 1991..
 TB0230
 TB0230.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0227 ***********************************************************************
 TB0227  DESIGNATION -  3606 M
 TB0227  PID         -  TB0227
 TB0227  STATE/COUNTY-  MN/KOOCHICHING
 TB0227  USGS QUAD   -  RANIER (1986)
 TB0227
 TB0227                         *CURRENT SURVEY CONTROL
 TB0227  ___________________________________________________________________
 TB0227* NAD 83(1986)-  48 36 02.     (N)    093 15 38.     (W)     SCALED    
 TB0227* NAVD 88     -       347.936  (meters)    1141.52   (feet)  ADJUSTED  
 TB0227  ___________________________________________________________________
 TB0227  GEOID HEIGHT-         -30.93  (meters)                     GEOID03
 TB0227  DYNAMIC HT  -         348.017 (meters)    1141.79  (feet)  COMP
 TB0227  MODELED GRAV-     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
 TB0227.and adjusted by the National Geodetic Survey in June 1991..
 TB0227
 TB0227.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0224 ***********************************************************************
 TB0224  DESIGNATION -  3606 N
 TB0224  PID         -  TB0224
 TB0224  STATE/COUNTY-  MN/KOOCHICHING
 TB0224  USGS QUAD   -  ISLAND VIEW (1986)
 TB0224
 TB0224                         *CURRENT SURVEY CONTROL
 TB0224  ___________________________________________________________________
 TB0224* NAD 83(1986)-  48 35 55.     (N)    093 14 00.     (W)     SCALED    
 TB0224* NAVD 88     -       343.198  (meters)    1125.98   (feet)  ADJUSTED  
 TB0224  ___________________________________________________________________
 TB0224  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 TB0224  DYNAMIC HT  -         343.277 (meters)    1126.23  (feet)  COMP
 TB0224  MODELED GRAV-     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
 TB0224.and adjusted by the National Geodetic Survey in June 1991..
 TB0224
 TB0224.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0223 ***********************************************************************
 TB0223  DESIGNATION -  3606 P
 TB0223  PID         -  TB0223
 TB0223  STATE/COUNTY-  MN/KOOCHICHING
 TB0223  USGS QUAD   -  ISLAND VIEW (1986)
 TB0223
 TB0223                         *CURRENT SURVEY CONTROL
 TB0223  ___________________________________________________________________
 TB0223* NAD 83(1986)-  48 35 56.     (N)    093 13 19.     (W)     SCALED    
 TB0223* NAVD 88     -       341.107  (meters)    1119.12   (feet)  ADJUSTED  
 TB0223  ___________________________________________________________________
 TB0223  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 TB0223  DYNAMIC HT  -         341.185 (meters)    1119.37  (feet)  COMP
 TB0223  MODELED GRAV-     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
 TB0223.and adjusted by the National Geodetic Survey in June 1991..
 TB0223
 TB0223.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0222 ***********************************************************************
 TB0222  DESIGNATION -  3606 Q
 TB0222  PID         -  TB0222
 TB0222  STATE/COUNTY-  MN/KOOCHICHING
 TB0222  USGS QUAD   -  ISLAND VIEW (1986)
 TB0222
 TB0222                         *CURRENT SURVEY CONTROL
 TB0222  ___________________________________________________________________
 TB0222* NAD 83(1986)-  48 35 46.     (N)    093 12 30.     (W)     SCALED    
 TB0222* NAVD 88     -       354.812  (meters)    1164.08   (feet)  ADJUSTED  
 TB0222  ___________________________________________________________________
 TB0222  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 TB0222  DYNAMIC HT  -         354.893 (meters)    1164.34  (feet)  COMP
 TB0222  MODELED GRAV-     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
 TB0222.and adjusted by the National Geodetic Survey in June 1991..
 TB0222
 TB0222.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0221 ***********************************************************************
 TB0221  DESIGNATION -  3606 R
 TB0221  PID         -  TB0221
 TB0221  STATE/COUNTY-  MN/KOOCHICHING
 TB0221  USGS QUAD   -  ISLAND VIEW (1986)
 TB0221
 TB0221                         *CURRENT SURVEY CONTROL
 TB0221  ___________________________________________________________________
 TB0221* NAD 83(1986)-  48 35 41.     (N)    093 11 52.     (W)     SCALED    
 TB0221* NAVD 88     -       347.196  (meters)    1139.09   (feet)  ADJUSTED  
 TB0221  ___________________________________________________________________
 TB0221  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 TB0221  DYNAMIC HT  -         347.275 (meters)    1139.35  (feet)  COMP
 TB0221  MODELED GRAV-     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
 TB0221.and adjusted by the National Geodetic Survey in June 1991..
 TB0221
 TB0221.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0220 ***********************************************************************
 TB0220  DESIGNATION -  3606 S
 TB0220  PID         -  TB0220
 TB0220  STATE/COUNTY-  MN/KOOCHICHING
 TB0220  USGS QUAD   -  ISLAND VIEW (1986)
 TB0220
 TB0220                         *CURRENT SURVEY CONTROL
 TB0220  ___________________________________________________________________
 TB0220* NAD 83(1986)-  48 35 51.     (N)    093 11 14.     (W)     SCALED    
 TB0220* NAVD 88     -       343.073  (meters)    1125.57   (feet)  ADJUSTED  
 TB0220  ___________________________________________________________________
 TB0220  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 TB0220  DYNAMIC HT  -         343.151 (meters)    1125.82  (feet)  COMP
 TB0220  MODELED GRAV-     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
 TB0220.and adjusted by the National Geodetic Survey in June 1991..
 TB0220
 TB0220.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0219 ***********************************************************************
 TB0219  DESIGNATION -  3606 T
 TB0219  PID         -  TB0219
 TB0219  STATE/COUNTY-  MN/KOOCHICHING
 TB0219  USGS QUAD   -  ISLAND VIEW (1986)
 TB0219
 TB0219                         *CURRENT SURVEY CONTROL
 TB0219  ___________________________________________________________________
 TB0219* NAD 83(1986)-  48 35 52.     (N)    093 10 54.     (W)     SCALED    
 TB0219* NAVD 88     -       353.921  (meters)    1161.16   (feet)  ADJUSTED  
 TB0219  ___________________________________________________________________
 TB0219  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 TB0219  DYNAMIC HT  -         354.002 (meters)    1161.42  (feet)  COMP
 TB0219  MODELED GRAV-     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
 TB0219.and adjusted by the National Geodetic Survey in June 1991..
 TB0219
 TB0219.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0214 ***********************************************************************
 TB0214  DESIGNATION -  3606 U
 TB0214  PID         -  TB0214
 TB0214  STATE/COUNTY-  MN/KOOCHICHING
 TB0214  USGS QUAD   -  ISLAND VIEW (1986)
 TB0214
 TB0214                         *CURRENT SURVEY CONTROL
 TB0214  ___________________________________________________________________
 TB0214* NAD 83(1986)-  48 35 32.     (N)    093 10 47.     (W)     SCALED    
 TB0214* NAVD 88     -       350.222  (meters)    1149.02   (feet)  ADJUSTED  
 TB0214  ___________________________________________________________________
 TB0214  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 TB0214  DYNAMIC HT  -         350.301 (meters)    1149.28  (feet)  COMP
 TB0214  MODELED GRAV-     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
 TB0214.and adjusted by the National Geodetic Survey in June 1991..
 TB0214
 TB0214.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0213 ***********************************************************************
 TB0213  DESIGNATION -  3606 V
 TB0213  PID         -  TB0213
 TB0213  STATE/COUNTY-  MN/KOOCHICHING
 TB0213  USGS QUAD   -  ISLAND VIEW (1986)
 TB0213
 TB0213                         *CURRENT SURVEY CONTROL
 TB0213  ___________________________________________________________________
 TB0213* NAD 83(1986)-  48 35 35.     (N)    093 10 35.     (W)     SCALED    
 TB0213* NAVD 88     -       350.480  (meters)    1149.87   (feet)  ADJUSTED  
 TB0213  ___________________________________________________________________
 TB0213  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 TB0213  DYNAMIC HT  -         350.559 (meters)    1150.13  (feet)  COMP
 TB0213  MODELED GRAV-     980,826.7   (mgal)                       NAVD 88
 TB0213
 TB0213  VERT ORDER  -  SECOND    CLASS I
 TB0213
 TB0213.The horizontal coordinates were scaled from a topographic map and have
 TB0213.an estimated accuracy of +/- 6 seconds.
 TB0213
 TB0213.The orthometric height was determined by differential leveling
 TB0213.and adjusted by the National Geodetic Survey in June 1991..
 TB0213
 TB0213.The geoid height was determined by GEOID03.
 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     -   332,710.      794,370.      MT  (+/- 180 meters Scaled)
 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: 15UVP869822(NAD 83)
 TB0213_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 TB0212 ***********************************************************************
 TB0212  DESIGNATION -  3606 W
 TB0212  PID         -  TB0212
 TB0212  STATE/COUNTY-  MN/KOOCHICHING
 TB0212  USGS QUAD   -  ISLAND VIEW (1986)
 TB0212
 TB0212                         *CURRENT SURVEY CONTROL
 TB0212  ___________________________________________________________________
 TB0212* NAD 83(1986)-  48 35 24.     (N)    093 10 37.     (W)     SCALED    
 TB0212* NAVD 88     -       354.894  (meters)    1164.35   (feet)  ADJUSTED  
 TB0212  ___________________________________________________________________
 TB0212  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 TB0212  DYNAMIC HT  -         354.975 (meters)    1164.61  (feet)  COMP
 TB0212  MODELED GRAV-     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
 TB0212.and adjusted by the National Geodetic Survey in June 1991..
 TB0212
 TB0212.The geoid height was determined by GEOID03.
 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_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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0211 ***********************************************************************
 TB0211  DESIGNATION -  3606 X
 TB0211  PID         -  TB0211
 TB0211  STATE/COUNTY-  MN/KOOCHICHING
 TB0211  USGS QUAD   -  ISLAND VIEW (1986)
 TB0211
 TB0211                         *CURRENT SURVEY CONTROL
 TB0211  ___________________________________________________________________
 TB0211* NAD 83(1986)-  48 35 20.     (N)    093 10 28.     (W)     SCALED    
 TB0211* NAVD 88     -       349.562  (meters)    1146.85   (feet)  ADJUSTED  
 TB0211  ___________________________________________________________________
 TB0211  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 TB0211  DYNAMIC HT  -         349.641 (meters)    1147.11  (feet)  COMP
 TB0211  MODELED GRAV-     980,826.3   (mgal)                       NAVD 88
 TB0211
 TB0211  VERT ORDER  -  SECOND    CLASS I
 TB0211
 TB0211.The horizontal coordinates were scaled from a topographic map and have
 TB0211.an estimated accuracy of +/- 6 seconds.
 TB0211
 TB0211.The orthometric height was determined by differential leveling
 TB0211.and adjusted by the National Geodetic Survey in June 1991..
 TB0211
 TB0211.The geoid height was determined by GEOID03.
 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     -   332,240.      794,510.      MT  (+/- 180 meters Scaled)
 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: 15UVP871817(NAD 83)
 TB0211_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 TB0210 ***********************************************************************
 TB0210  DESIGNATION -  3606 Y
 TB0210  PID         -  TB0210
 TB0210  STATE/COUNTY-  MN/KOOCHICHING
 TB0210  USGS QUAD   -  ISLAND VIEW (1986)
 TB0210
 TB0210                         *CURRENT SURVEY CONTROL
 TB0210  ___________________________________________________________________
 TB0210* NAD 83(1986)-  48 35 01.     (N)    093 10 16.     (W)     SCALED    
 TB0210* NAVD 88     -       346.902  (meters)    1138.13   (feet)  ADJUSTED  
 TB0210  ___________________________________________________________________
 TB0210  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 TB0210  DYNAMIC HT  -         346.980 (meters)    1138.38  (feet)  COMP
 TB0210  MODELED GRAV-     980,825.8   (mgal)                       NAVD 88
 TB0210
 TB0210  VERT ORDER  -  SECOND    CLASS I
 TB0210
 TB0210.The horizontal coordinates were scaled from a topographic map and have
 TB0210.an estimated accuracy of +/- 6 seconds.
 TB0210
 TB0210.The orthometric height was determined by differential leveling
 TB0210.and adjusted by the National Geodetic Survey in June 1991..
 TB0210
 TB0210.Photographs are available for this station.
 TB0210
 TB0210.The geoid height was determined by GEOID03.
 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     -   331,650.      794,750.      MT  (+/- 180 meters Scaled)
 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: 15UVP873811(NAD 83)
 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 = OCTOBER  6, 2006
 TB0209 ***********************************************************************
 TB0209  DESIGNATION -  3606 Z
 TB0209  PID         -  TB0209
 TB0209  STATE/COUNTY-  MN/KOOCHICHING
 TB0209  USGS QUAD   -  ISLAND VIEW (1986)
 TB0209
 TB0209                         *CURRENT SURVEY CONTROL
 TB0209  ___________________________________________________________________
 TB0209* NAD 83(1986)-  48 34 55.     (N)    093 10 19.     (W)     SCALED    
 TB0209* NAVD 88     -       342.751  (meters)    1124.51   (feet)  ADJUSTED  
 TB0209  ___________________________________________________________________
 TB0209  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 TB0209  DYNAMIC HT  -         342.828 (meters)    1124.76  (feet)  COMP
 TB0209  MODELED GRAV-     980,825.7   (mgal)                       NAVD 88
 TB0209
 TB0209  VERT ORDER  -  SECOND    CLASS I
 TB0209
 TB0209.The horizontal coordinates were scaled from a topographic map and have
 TB0209.an estimated accuracy of +/- 6 seconds.
 TB0209
 TB0209.The orthometric height was determined by differential leveling
 TB0209.and adjusted by the National Geodetic Survey in June 1991..
 TB0209
 TB0209.Photographs are available for this station.
 TB0209
 TB0209.The geoid height was determined by GEOID03.
 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     -   331,470.      794,690.      MT  (+/- 180 meters Scaled)
 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: 15UVP873809(NAD 83)
 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 = OCTOBER  6, 2006
 TB0284 ***********************************************************************
 TB0284  DESIGNATION -  3608 A
 TB0284  PID         -  TB0284
 TB0284  STATE/COUNTY-  MN/KOOCHICHING
 TB0284  USGS QUAD   -  INTERNATIONAL FALLS (1983)
 TB0284
 TB0284                         *CURRENT SURVEY CONTROL
 TB0284  ___________________________________________________________________
 TB0284* NAD 83(1986)-  48 34 50.     (N)    093 24 14.     (W)     SCALED    
 TB0284* NAVD 88     -       357.152  (meters)    1171.76   (feet)  ADJUSTED  
 TB0284  ___________________________________________________________________
 TB0284  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 TB0284  DYNAMIC HT  -         357.234 (meters)    1172.03  (feet)  COMP
 TB0284  MODELED GRAV-     980,829.2   (mgal)                       NAVD 88
 TB0284
 TB0284  VERT ORDER  -  FIRST     CLASS II
 TB0284
 TB0284.The horizontal coordinates were scaled from a topographic map and have
 TB0284.an estimated accuracy of +/- 6 seconds.
 TB0284
 TB0284.The orthometric height was determined by differential leveling
 TB0284.and adjusted by the National Geodetic Survey in June 1991..
 TB0284
 TB0284.The geoid height was determined by GEOID03.
 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     -   331,360.      777,580.      MT  (+/- 180 meters Scaled)
 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: 15UVP702809(NAD 83)
 TB0284_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TB0284+STABILITY: SURFACE MOTION
 TB0284
 TB0284  HISTORY     - Date     Condition        Report By
 TB0284  HISTORY     - 1973     MONUMENTED       MNDT
 TB0284  HISTORY     - 1979     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0293 ***********************************************************************
 TB0293  DESIGNATION -  3608 B
 TB0293  PID         -  TB0293
 TB0293  STATE/COUNTY-  MN/KOOCHICHING
 TB0293  USGS QUAD   -  INTERNATIONAL FALLS (1983)
 TB0293
 TB0293                         *CURRENT SURVEY CONTROL
 TB0293  ___________________________________________________________________
 TB0293* NAD 83(1986)-  48 33 37.     (N)    093 22 50.     (W)     SCALED    
 TB0293* NAVD 88     -       361.936  (meters)    1187.45   (feet)  ADJUSTED  
 TB0293  ___________________________________________________________________
 TB0293  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 TB0293  DYNAMIC HT  -         362.019 (meters)    1187.72  (feet)  COMP
 TB0293  MODELED GRAV-     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
 TB0293.and adjusted by the National Geodetic Survey in June 1991..
 TB0293
 TB0293.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0637 ***********************************************************************
 TB0637  DESIGNATION -  3608 C RESET
 TB0637  PID         -  TB0637
 TB0637  STATE/COUNTY-  MN/KOOCHICHING
 TB0637  USGS QUAD   -  ERICSBURG (1986)
 TB0637
 TB0637                         *CURRENT SURVEY CONTROL
 TB0637  ___________________________________________________________________
 TB0637* NAD 83(1986)-  48 29 41.     (N)    093 21 38.     (W)     SCALED    
 TB0637* NAVD 88     -       344.026  (meters)    1128.69   (feet)  ADJUSTED  
 TB0637  ___________________________________________________________________
 TB0637  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 TB0637  DYNAMIC HT  -         344.103 (meters)    1128.94  (feet)  COMP
 TB0637  MODELED GRAV-     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
 TB0637.and adjusted by the National Geodetic Survey in June 1991..
 TB0637
 TB0637.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0366 ***********************************************************************
 TB0366  DESIGNATION -  3608 D
 TB0366  PID         -  TB0366
 TB0366  STATE/COUNTY-  MN/KOOCHICHING
 TB0366  USGS QUAD   -  RAY (1986)
 TB0366
 TB0366                         *CURRENT SURVEY CONTROL
 TB0366  ___________________________________________________________________
 TB0366* NAD 83(1986)-  48 24 35.     (N)    093 08 17.     (W)     SCALED    
 TB0366* NAVD 88     -       356.374  (meters)    1169.20   (feet)  ADJUSTED  
 TB0366  ___________________________________________________________________
 TB0366  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 TB0366  DYNAMIC HT  -         356.449 (meters)    1169.45  (feet)  COMP
 TB0366  MODELED GRAV-     980,809.8   (mgal)                       NAVD 88
 TB0366
 TB0366  VERT ORDER  -  FIRST     CLASS II
 TB0366
 TB0366.The horizontal coordinates were scaled from a topographic map and have
 TB0366.an estimated accuracy of +/- 6 seconds.
 TB0366
 TB0366.The orthometric height was determined by differential leveling
 TB0366.and adjusted by the National Geodetic Survey in June 1991..
 TB0366
 TB0366.The geoid height was determined by GEOID03.
 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     -   312,320.      797,180.      MT  (+/- 180 meters Scaled)
 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: 15UVP897618(NAD 83)
 TB0366_MARKER: DD = SURVEY DISK
 TB0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TB0366_SP_SET: ABUTMENT
 TB0366_STAMPING: 3608-D 1973
 TB0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0366
 TB0366  HISTORY     - Date     Condition        Report By
 TB0366  HISTORY     - 1973     MONUMENTED       MNDT
 TB0366  HISTORY     - 1979     GOOD             NGS
 TB0366
 TB0366                          STATION DESCRIPTION
 TB0366
 TB0366'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8754 ***********************************************************************
 DF8754  DESIGNATION -  3609 A
 DF8754  PID         -  DF8754
 DF8754  STATE/COUNTY-  MN/KOOCHICHING
 DF8754  USGS QUAD   -  NETT LAKE (1981)
 DF8754
 DF8754                         *CURRENT SURVEY CONTROL
 DF8754  ___________________________________________________________________
 DF8754* NAD 83(1986)-  48 02 07.     (N)    093 06 36.     (W)     SCALED    
 DF8754* NAVD 88     -       409.158  (meters)    1342.38   (feet)  ADJUSTED  
 DF8754  ___________________________________________________________________
 DF8754  GEOID HEIGHT-         -30.39  (meters)                     GEOID03
 DF8754  DYNAMIC HT  -         409.221 (meters)    1342.59  (feet)  COMP
 DF8754  MODELED GRAV-     980,753.9   (mgal)                       NAVD 88
 DF8754
 DF8754  VERT ORDER  -  SECOND    CLASS I
 DF8754
 DF8754.The horizontal coordinates were scaled from a topographic map and have
 DF8754.an estimated accuracy of +/- 6 seconds.
 DF8754
 DF8754.The orthometric height was determined by differential leveling
 DF8754.and adjusted by the National Geodetic Survey in April 2004..
 DF8754
 DF8754.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF8754;SPC MN N     -   270,680.      799,250.      MT  (+/- 180 meters Scaled)
 DF8754
 DF8754                          SUPERSEDED SURVEY CONTROL
 DF8754
 DF8754.No superseded survey control is available for this station.
 DF8754
 DF8754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP918202(NAD 83)
 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 - 2002
 DF8754_ROD/PIPE-DEPTH: 16.8 meters
 DF8754
 DF8754  HISTORY     - Date     Condition        Report By
 DF8754  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8755 ***********************************************************************
 DF8755  DESIGNATION -  3609 B
 DF8755  PID         -  DF8755
 DF8755  STATE/COUNTY-  MN/KOOCHICHING
 DF8755  USGS QUAD   -  NETT LAKE (1981)
 DF8755
 DF8755                         *CURRENT SURVEY CONTROL
 DF8755  ___________________________________________________________________
 DF8755* NAD 83(1986)-  48 01 18.     (N)    093 06 37.     (W)     SCALED    
 DF8755* NAVD 88     -       401.439  (meters)    1317.05   (feet)  ADJUSTED  
 DF8755  ___________________________________________________________________
 DF8755  GEOID HEIGHT-         -30.38  (meters)                     GEOID03
 DF8755  DYNAMIC HT  -         401.501 (meters)    1317.26  (feet)  COMP
 DF8755  MODELED GRAV-     980,754.2   (mgal)                       NAVD 88
 DF8755
 DF8755  VERT ORDER  -  SECOND    CLASS I
 DF8755
 DF8755.The horizontal coordinates were scaled from a topographic map and have
 DF8755.an estimated accuracy of +/- 6 seconds.
 DF8755
 DF8755.The orthometric height was determined by differential leveling
 DF8755.and adjusted by the National Geodetic Survey in April 2004..
 DF8755
 DF8755.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF8755;SPC MN N     -   269,170.      799,230.      MT  (+/- 180 meters Scaled)
 DF8755
 DF8755                          SUPERSEDED SURVEY CONTROL
 DF8755
 DF8755.No superseded survey control is available for this station.
 DF8755
 DF8755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP917187(NAD 83)
 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 - 2002
 DF8755_ROD/PIPE-DEPTH:  6.1 meters
 DF8755
 DF8755  HISTORY     - Date     Condition        Report By
 DF8755  HISTORY     - 2002     MONUMENTED       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)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8756 ***********************************************************************
 DF8756  DESIGNATION -  3609 C
 DF8756  PID         -  DF8756
 DF8756  STATE/COUNTY-  MN/KOOCHICHING
 DF8756  USGS QUAD   -  NETT LAKE (1981)
 DF8756
 DF8756                         *CURRENT SURVEY CONTROL
 DF8756  ___________________________________________________________________
 DF8756* NAD 83(1986)-  48 00 46.     (N)    093 06 37.     (W)     SCALED    
 DF8756* NAVD 88     -       400.478  (meters)    1313.90   (feet)  ADJUSTED  
 DF8756  ___________________________________________________________________
 DF8756  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DF8756  DYNAMIC HT  -         400.540 (meters)    1314.11  (feet)  COMP
 DF8756  MODELED GRAV-     980,754.4   (mgal)                       NAVD 88
 DF8756
 DF8756  VERT ORDER  -  SECOND    CLASS I
 DF8756
 DF8756.The horizontal coordinates were scaled from a topographic map and have
 DF8756.an estimated accuracy of +/- 6 seconds.
 DF8756
 DF8756.The orthometric height was determined by differential leveling
 DF8756.and adjusted by the National Geodetic Survey in April 2004..
 DF8756
 DF8756.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF8756;SPC MN N     -   268,180.      799,230.      MT  (+/- 180 meters Scaled)
 DF8756
 DF8756                          SUPERSEDED SURVEY CONTROL
 DF8756
 DF8756.No superseded survey control is available for this station.
 DF8756
 DF8756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP917177(NAD 83)
 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 - 2002
 DF8756_ROD/PIPE-DEPTH:  4.6 meters
 DF8756
 DF8756  HISTORY     - Date     Condition        Report By
 DF8756  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8757 ***********************************************************************
 DF8757  DESIGNATION -  3609 D
 DF8757  PID         -  DF8757
 DF8757  STATE/COUNTY-  MN/KOOCHICHING
 DF8757  USGS QUAD   -  SILVERDALE (1970)
 DF8757
 DF8757                         *CURRENT SURVEY CONTROL
 DF8757  ___________________________________________________________________
 DF8757* NAD 83(1986)-  47 59 10.     (N)    093 07 09.     (W)     SCALED    
 DF8757* NAVD 88     -       408.684  (meters)    1340.82   (feet)  ADJUSTED  
 DF8757  ___________________________________________________________________
 DF8757  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 DF8757  DYNAMIC HT  -         408.748 (meters)    1341.03  (feet)  COMP
 DF8757  MODELED GRAV-     980,756.2   (mgal)                       NAVD 88
 DF8757
 DF8757  VERT ORDER  -  SECOND    CLASS I
 DF8757
 DF8757.The horizontal coordinates were scaled from a topographic map and have
 DF8757.an estimated accuracy of +/- 6 seconds.
 DF8757
 DF8757.The orthometric height was determined by differential leveling
 DF8757.and adjusted by the National Geodetic Survey in April 2004..
 DF8757
 DF8757.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF8757;SPC MN N     -   265,220.      798,570.      MT  (+/- 180 meters Scaled)
 DF8757
 DF8757                          SUPERSEDED SURVEY CONTROL
 DF8757
 DF8757.No superseded survey control is available for this station.
 DF8757
 DF8757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP911147(NAD 83)
 DF8757_MARKER: DD = SURVEY DISK
 DF8757_SETTING: 66 = SET IN ROCK OUTCROP
 DF8757_STAMPING: 3609 D 2002
 DF8757_MARK LOGO: MNDT  
 DF8757_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF8757+STABILITY: POSITION/ELEVATION WELL
 DF8757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8757+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF8757
 DF8757  HISTORY     - Date     Condition        Report By
 DF8757  HISTORY     - 2002     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8758 ***********************************************************************
 DF8758  DESIGNATION -  3609 E
 DF8758  PID         -  DF8758
 DF8758  STATE/COUNTY-  MN/KOOCHICHING
 DF8758  USGS QUAD   -  RAUCH (1970)
 DF8758
 DF8758                         *CURRENT SURVEY CONTROL
 DF8758  ___________________________________________________________________
 DF8758* NAD 83(1986)-  47 59 12.     (N)    093 08 31.     (W)     SCALED    
 DF8758* NAVD 88     -       396.469  (meters)    1300.75   (feet)  ADJUSTED  
 DF8758  ___________________________________________________________________
 DF8758  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 DF8758  DYNAMIC HT  -         396.531 (meters)    1300.95  (feet)  COMP
 DF8758  MODELED GRAV-     980,757.4   (mgal)                       NAVD 88
 DF8758
 DF8758  VERT ORDER  -  SECOND    CLASS I
 DF8758
 DF8758.The horizontal coordinates were scaled from a topographic map and have
 DF8758.an estimated accuracy of +/- 6 seconds.
 DF8758
 DF8758.The orthometric height was determined by differential leveling
 DF8758.and adjusted by the National Geodetic Survey in April 2004..
 DF8758
 DF8758.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF8758;SPC MN N     -   265,280.      796,870.      MT  (+/- 180 meters Scaled)
 DF8758
 DF8758                          SUPERSEDED SURVEY CONTROL
 DF8758
 DF8758.No superseded survey control is available for this station.
 DF8758
 DF8758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP894148(NAD 83)
 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 - 2002
 DF8758_ROD/PIPE-DEPTH:  4.6 meters
 DF8758
 DF8758  HISTORY     - Date     Condition        Report By
 DF8758  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8759 ***********************************************************************
 DF8759  DESIGNATION -  3609 F
 DF8759  PID         -  DF8759
 DF8759  STATE/COUNTY-  MN/KOOCHICHING
 DF8759  USGS QUAD   -  RAUCH (1970)
 DF8759
 DF8759                         *CURRENT SURVEY CONTROL
 DF8759  ___________________________________________________________________
 DF8759* NAD 83(1986)-  47 58 39.     (N)    093 08 34.     (W)     SCALED    
 DF8759* NAVD 88     -       375.427  (meters)    1231.71   (feet)  ADJUSTED  
 DF8759  ___________________________________________________________________
 DF8759  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DF8759  DYNAMIC HT  -         375.486 (meters)    1231.91  (feet)  COMP
 DF8759  MODELED GRAV-     980,757.7   (mgal)                       NAVD 88
 DF8759
 DF8759  VERT ORDER  -  SECOND    CLASS I
 DF8759
 DF8759.The horizontal coordinates were scaled from a topographic map and have
 DF8759.an estimated accuracy of +/- 6 seconds.
 DF8759
 DF8759.The orthometric height was determined by differential leveling
 DF8759.and adjusted by the National Geodetic Survey in April 2004..
 DF8759
 DF8759.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DF8759;SPC MN N     -   264,260.      796,810.      MT  (+/- 180 meters Scaled)
 DF8759
 DF8759                          SUPERSEDED SURVEY CONTROL
 DF8759
 DF8759.No superseded survey control is available for this station.
 DF8759
 DF8759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP893138(NAD 83)
 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 - 2002
 DF8759_ROD/PIPE-DEPTH:  4.6 meters
 DF8759
 DF8759  HISTORY     - Date     Condition        Report By
 DF8759  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8760 ***********************************************************************
 DF8760  DESIGNATION -  3609 G
 DF8760  PID         -  DF8760
 DF8760  STATE/COUNTY-  MN/KOOCHICHING
 DF8760  USGS QUAD   -  RAUCH (1970)
 DF8760
 DF8760                         *CURRENT SURVEY CONTROL
 DF8760  ___________________________________________________________________
 DF8760* NAD 83(1986)-  47 57 50.     (N)    093 08 44.     (W)     SCALED    
 DF8760* NAVD 88     -       391.326  (meters)    1283.88   (feet)  ADJUSTED  
 DF8760  ___________________________________________________________________
 DF8760  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 DF8760  DYNAMIC HT  -         391.388 (meters)    1284.08  (feet)  COMP
 DF8760  MODELED GRAV-     980,758.2   (mgal)                       NAVD 88
 DF8760
 DF8760  VERT ORDER  -  SECOND    CLASS I
 DF8760
 DF8760.The horizontal coordinates were scaled from a topographic map and have
 DF8760.an estimated accuracy of +/- 6 seconds.
 DF8760
 DF8760.The orthometric height was determined by differential leveling
 DF8760.and adjusted by the National Geodetic Survey in April 2004..
 DF8760
 DF8760.The geoid height was determined by GEOID03.
 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     -   262,750.      796,600.      MT  (+/- 180 meters Scaled)
 DF8760
 DF8760                          SUPERSEDED SURVEY CONTROL
 DF8760
 DF8760.No superseded survey control is available for this station.
 DF8760
 DF8760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP891122(NAD 83)
 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 SUITABLE FOR
 DF8760+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF8760_ROD/PIPE-DEPTH:  6.1 meters
 DF8760
 DF8760  HISTORY     - Date     Condition        Report By
 DF8760  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8806 ***********************************************************************
 DF8806  DESIGNATION -  3610 B RESET
 DF8806  PID         -  DF8806
 DF8806  STATE/COUNTY-  MN/KOOCHICHING
 DF8806  USGS QUAD   -  NORTHOME SOUTH (1996)
 DF8806
 DF8806                         *CURRENT SURVEY CONTROL
 DF8806  ___________________________________________________________________
 DF8806* NAD 83(1996)-  47 51 23.57761(N)    094 20 30.31961(W)     ADJUSTED  
 DF8806* NAVD 88     -       429.9    (meters)    1410.     (feet)  GPS OBS   
 DF8806  ___________________________________________________________________
 DF8806  X           -    -324,611.775 (meters)                     COMP
 DF8806  Y           -  -4,275,522.007 (meters)                     COMP
 DF8806  Z           -   4,706,486.500 (meters)                     COMP
 DF8806  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 DF8806  ELLIP HEIGHT-         401.52  (meters)          (10/23/03) GPS OBS
 DF8806  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DF8806
 DF8806  HORZ ORDER  -  FIRST
 DF8806  ELLP ORDER  -  FOURTH    CLASS I
 DF8806
 DF8806.The horizontal coordinates were established by GPS observations
 DF8806.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8806
 DF8806.The orthometric height was determined by GPS observations and a
 DF8806.high-resolution geoid model.
 DF8806
 DF8806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8806
 DF8806.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8806
 DF8806.The ellipsoidal height was determined by GPS observations
 DF8806.and is referenced to NAD 83.
 DF8806
 DF8806.The geoid height was determined by GEOID03.
 DF8806
 DF8806;                    North         East     Units Scale Factor Converg.
 DF8806;SPC MN N     -   251,558.382   707,089.979   MT  0.99990288   -0 55 13.5
 DF8806;UTM  15      - 5,301,227.911   399,634.822   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.No superseded survey control is available for this station.
 DF8806
 DF8806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9963501228(NAD 83)
 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 = OCTOBER  6, 2006
 SK0067 ***********************************************************************
 SK0067  DESIGNATION -  3610 D
 SK0067  PID         -  SK0067
 SK0067  STATE/COUNTY-  MN/KOOCHICHING
 SK0067  USGS QUAD   -  NORTHOME SOUTH (1996)
 SK0067
 SK0067                         *CURRENT SURVEY CONTROL
 SK0067  ___________________________________________________________________
 SK0067* NAD 83(1996)-  47 51 36.18454(N)    094 19 40.03568(W)     ADJUSTED  
 SK0067* NAVD 88     -       418.830  (meters)    1374.11   (feet)  ADJUSTED  
 SK0067  ___________________________________________________________________
 SK0067  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 SK0067  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 SK0067  DYNAMIC HT  -         418.896 (meters)    1374.33  (feet)  COMP
 SK0067  MODELED GRAV-     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.No horizontal observational check was made to the station.
 SK0067
 SK0067.The orthometric height was determined by differential leveling
 SK0067.and adjusted by the National Geodetic Survey in June 1991..
 SK0067.WARNING-Repeat measurements at this control monument indicate possible
 SK0067.vertical movement.
 SK0067
 SK0067.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK0067
 SK0067.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0067;SPC MN N     -   251,930.971   708,141.163   MT  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_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 = OCTOBER  6, 2006
 SK0054 ***********************************************************************
 SK0054  DESIGNATION -  3610 G
 SK0054  PID         -  SK0054
 SK0054  STATE/COUNTY-  MN/KOOCHICHING
 SK0054  USGS QUAD   -  NORTHOME SOUTH (1996)
 SK0054
 SK0054                         *CURRENT SURVEY CONTROL
 SK0054  ___________________________________________________________________
 SK0054* NAD 83(1996)-  47 52 22.00562(N)    094 17 34.72730(W)     ADJUSTED  
 SK0054* NAVD 88     -       433.611  (meters)    1422.61   (feet)  ADJUSTED  
 SK0054  ___________________________________________________________________
 SK0054  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 SK0054  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 SK0054  DYNAMIC HT  -         433.681 (meters)    1422.84  (feet)  COMP
 SK0054  MODELED GRAV-     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.No horizontal observational check was made to the station.
 SK0054
 SK0054.The orthometric height was determined by differential leveling
 SK0054.and adjusted by the National Geodetic Survey in June 1991..
 SK0054
 SK0054.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK0054
 SK0054.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0054;SPC MN N     -   253,305.094   710,766.997   MT  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: 15TVP0331302970(NAD 83)
 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 = OCTOBER  6, 2006
 SK0038 ***********************************************************************
 SK0038  DESIGNATION -  3611 AD
 SK0038  PID         -  SK0038
 SK0038  STATE/COUNTY-  MN/KOOCHICHING
 SK0038  USGS QUAD   -  MIZPAH (1971)
 SK0038
 SK0038                         *CURRENT SURVEY CONTROL
 SK0038  ___________________________________________________________________
 SK0038* NAD 83(1996)-  47 54 04.61136(N)    094 14 55.15470(W)     ADJUSTED  
 SK0038* NAVD 88     -       437.037  (meters)    1433.85   (feet)  ADJUSTED  
 SK0038  ___________________________________________________________________
 SK0038  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 SK0038  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 SK0038  DYNAMIC HT  -         437.114 (meters)    1434.10  (feet)  COMP
 SK0038  MODELED GRAV-     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.No horizontal observational check was made to the station.
 SK0038
 SK0038.The orthometric height was determined by differential leveling
 SK0038.and adjusted by the National Geodetic Survey in June 1991..
 SK0038
 SK0038.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK0038
 SK0038.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0038;SPC MN N     -   256,423.258   714,129.327   MT  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  =   0.99983945
 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: 15TVP0667906083(NAD 83)
 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 = OCTOBER  6, 2006
 SK0036 ***********************************************************************
 SK0036  DESIGNATION -  3611 AE
 SK0036  PID         -  SK0036
 SK0036  STATE/COUNTY-  MN/KOOCHICHING
 SK0036  USGS QUAD   -  MIZPAH (1971)
 SK0036
 SK0036                         *CURRENT SURVEY CONTROL
 SK0036  ___________________________________________________________________
 SK0036* NAD 83(1986)-  47 54 42.     (N)    094 13 51.     (W)     SCALED    
 SK0036* NAVD 88     -       429.156  (meters)    1407.99   (feet)  ADJUSTED  
 SK0036  ___________________________________________________________________
 SK0036  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 SK0036  DYNAMIC HT  -         429.233 (meters)    1408.24  (feet)  COMP
 SK0036  MODELED GRAV-     980,777.0   (mgal)                       NAVD 88
 SK0036
 SK0036  VERT ORDER  -  FIRST     CLASS II
 SK0036
 SK0036.The horizontal coordinates were scaled from a topographic map and have
 SK0036.an estimated accuracy of +/- 6 seconds.
 SK0036
 SK0036.The orthometric height was determined by differential leveling
 SK0036.and adjusted by the National Geodetic Survey in June 1991..
 SK0036
 SK0036.The geoid height was determined by GEOID03.
 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     -   257,560.      715,480.      MT  (+/- 180 meters Scaled)
 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: 15TVP080072(NAD 83)
 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 = OCTOBER  6, 2006
 SK0035 ***********************************************************************
 SK0035  DESIGNATION -  3611 AF
 SK0035  PID         -  SK0035
 SK0035  STATE/COUNTY-  MN/KOOCHICHING
 SK0035  USGS QUAD   -  MIZPAH (1971)
 SK0035
 SK0035                         *CURRENT SURVEY CONTROL
 SK0035  ___________________________________________________________________
 SK0035* NAD 83(1996)-  47 55 10.08353(N)    094 13 06.74697(W)     ADJUSTED  
 SK0035* NAVD 88     -       429.727  (meters)    1409.86   (feet)  ADJUSTED  
 SK0035  ___________________________________________________________________
 SK0035  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 SK0035  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 SK0035  DYNAMIC HT  -         429.802 (meters)    1410.11  (feet)  COMP
 SK0035  MODELED GRAV-     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.No horizontal observational check was made to the station.
 SK0035
 SK0035.The orthometric height was determined by differential leveling
 SK0035.and adjusted by the National Geodetic Survey in June 1991..
 SK0035
 SK0035.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK0035
 SK0035.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0035;SPC MN N     -   258,411.992   716,409.622   MT  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: 15TVP0896208068(NAD 83)
 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 = OCTOBER  6, 2006
 SK0031 ***********************************************************************
 SK0031  DESIGNATION -  3611 AG
 SK0031  PID         -  SK0031
 SK0031  STATE/COUNTY-  MN/KOOCHICHING
 SK0031  USGS QUAD   -  MIZPAH (1971)
 SK0031
 SK0031                         *CURRENT SURVEY CONTROL
 SK0031  ___________________________________________________________________
 SK0031* NAD 83(1986)-  47 56 00.     (N)    094 11 37.     (W)     SCALED    
 SK0031* NAVD 88     -       416.686  (meters)    1367.08   (feet)  ADJUSTED  
 SK0031  ___________________________________________________________________
 SK0031  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 SK0031  DYNAMIC HT  -         416.758 (meters)    1367.31  (feet)  COMP
 SK0031  MODELED GRAV-     980,771.2   (mgal)                       NAVD 88
 SK0031
 SK0031  VERT ORDER  -  FIRST     CLASS II
 SK0031
 SK0031.The horizontal coordinates were scaled from a topographic map and have
 SK0031.an estimated accuracy of +/- 6 seconds.
 SK0031
 SK0031.The orthometric height was determined by differential leveling
 SK0031.and adjusted by the National Geodetic Survey in June 1991..
 SK0031
 SK0031.The geoid height was determined by GEOID03.
 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     -   259,930.      718,290.      MT  (+/- 180 meters Scaled)
 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: 15TVP108095(NAD 83)
 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 = OCTOBER  6, 2006
 SK0026 ***********************************************************************
 SK0026  DESIGNATION -  3611 AJ
 SK0026  PID         -  SK0026
 SK0026  STATE/COUNTY-  MN/KOOCHICHING
 SK0026  USGS QUAD   -  MIZPAH (1971)
 SK0026
 SK0026                         *CURRENT SURVEY CONTROL
 SK0026  ___________________________________________________________________
 SK0026* NAD 83(1996)-  47 56 58.04848(N)    094 09 58.32197(W)     ADJUSTED  
 SK0026* NAVD 88     -       415.114  (meters)    1361.92   (feet)  ADJUSTED  
 SK0026  ___________________________________________________________________
 SK0026  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 SK0026  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 SK0026  DYNAMIC HT  -         415.187 (meters)    1362.16  (feet)  COMP
 SK0026  MODELED GRAV-     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.No horizontal observational check was made to the station.
 SK0026
 SK0026.The orthometric height was determined by differential leveling
 SK0026.and adjusted by the National Geodetic Survey in June 1991..
 SK0026
 SK0026.The Laplace correction was computed from DEFLEC99 derived deflections.
 SK0026
 SK0026.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0026;SPC MN N     -   261,690.669   720,366.830   MT  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     -   0.99993943  x   0.99990479  =   0.99984422
 SK0026!UTM  15      -   0.99993943  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: 15TVP1292211341(NAD 83)
 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 = OCTOBER  6, 2006
 SK0024 ***********************************************************************
 SK0024  DESIGNATION -  3611 AL
 SK0024  PID         -  SK0024
 SK0024  STATE/COUNTY-  MN/KOOCHICHING
 SK0024  USGS QUAD   -  MIZPAH (1971)
 SK0024
 SK0024                         *CURRENT SURVEY CONTROL
 SK0024  ___________________________________________________________________
 SK0024* NAD 83(1986)-  47 57 55.     (N)    094 08 20.     (W)     SCALED    
 SK0024* NAVD 88     -       408.375  (meters)    1339.81   (feet)  ADJUSTED  
 SK0024  ___________________________________________________________________
 SK0024  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 SK0024  DYNAMIC HT  -         408.450 (meters)    1340.06  (feet)  COMP
 SK0024  MODELED GRAV-     980,780.8   (mgal)                       NAVD 88
 SK0024
 SK0024  VERT ORDER  -  FIRST     CLASS II
 SK0024
 SK0024.The horizontal coordinates were scaled from a topographic map and have
 SK0024.an estimated accuracy of +/- 6 seconds.
 SK0024
 SK0024.The orthometric height was determined by differential leveling
 SK0024.and adjusted by the National Geodetic Survey in June 1991..
 SK0024
 SK0024.The geoid height was determined by GEOID03.
 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     -   263,420.      722,430.      MT  (+/- 180 meters Scaled)
 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: 15TVP149130(NAD 83)
 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 = OCTOBER  6, 2006
 SK0015 ***********************************************************************
 SK0015  DESIGNATION -  3611 B
 SK0015  PID         -  SK0015
 SK0015  STATE/COUNTY-  MN/KOOCHICHING
 SK0015  USGS QUAD   -  MIZPAH NE (1971)
 SK0015
 SK0015                         *CURRENT SURVEY CONTROL
 SK0015  ___________________________________________________________________
 SK0015* NAD 83(1986)-  47 59 09.     (N)    094 06 15.     (W)     SCALED    
 SK0015* NAVD 88     -       398.102  (meters)    1306.11   (feet)  ADJUSTED  
 SK0015  ___________________________________________________________________
 SK0015  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 SK0015  DYNAMIC HT  -         398.176 (meters)    1306.35  (feet)  COMP
 SK0015  MODELED GRAV-     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
 SK0015.and adjusted by the National Geodetic Survey in June 1991..
 SK0015
 SK0015.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0014 ***********************************************************************
 SK0014  DESIGNATION -  3611 C
 SK0014  PID         -  SK0014
 SK0014  STATE/COUNTY-  MN/KOOCHICHING
 SK0014  USGS QUAD   -  MIZPAH NE (1971)
 SK0014
 SK0014                         *CURRENT SURVEY CONTROL
 SK0014  ___________________________________________________________________
 SK0014* NAD 83(1986)-  47 59 42.     (N)    094 05 20.     (W)     SCALED    
 SK0014* NAVD 88     -       401.414  (meters)    1316.97   (feet)  ADJUSTED  
 SK0014  ___________________________________________________________________
 SK0014  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 SK0014  DYNAMIC HT  -         401.489 (meters)    1317.22  (feet)  COMP
 SK0014  MODELED GRAV-     980,785.7   (mgal)                       NAVD 88
 SK0014
 SK0014  VERT ORDER  -  FIRST     CLASS II
 SK0014
 SK0014.The horizontal coordinates were scaled from a topographic map and have
 SK0014.an estimated accuracy of +/- 6 seconds.
 SK0014
 SK0014.The orthometric height was determined by differential leveling
 SK0014.and adjusted by the National Geodetic Survey in June 1991..
 SK0014
 SK0014.The geoid height was determined by GEOID03.
 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     -   266,680.      726,210.      MT  (+/- 180 meters Scaled)
 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: 15TVP187163(NAD 83)
 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 = OCTOBER  6, 2006
 TB0975 ***********************************************************************
 TB0975  DESIGNATION -  3611 G
 TB0975  PID         -  TB0975
 TB0975  STATE/COUNTY-  MN/KOOCHICHING
 TB0975  USGS QUAD   -  MARGIE (1970)
 TB0975
 TB0975                         *CURRENT SURVEY CONTROL
 TB0975  ___________________________________________________________________
 TB0975* NAD 83(1996)-  48 03 20.32368(N)    093 59 42.32411(W)     ADJUSTED  
 TB0975* NAVD 88     -       379.98   (+/-2cm)    1246.7    (feet)  VERTCON   
 TB0975  ___________________________________________________________________
 TB0975  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 TB0975  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 TB0975
 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.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.The vertical order pertains to the NGVD 29 superseded value.
 TB0975
 TB0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 TB0975
 TB0975.The geoid height was determined by GEOID03.
 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;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  =   0.99961257
 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: 15UVP2585122964(NAD 83)
 TB0975_MARKER: DB = BENCH MARK DISK
 TB0975_SETTING: 0 = UNSPECIFIED SETTING
 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 = OCTOBER  6, 2006
 TB0791 ***********************************************************************
 TB0791  DESIGNATION -  3611 J
 TB0791  PID         -  TB0791
 TB0791  STATE/COUNTY-  MN/KOOCHICHING
 TB0791  USGS QUAD   -  MARGIE (1970)
 TB0791
 TB0791                         *CURRENT SURVEY CONTROL
 TB0791  ___________________________________________________________________
 TB0791* NAD 83(1986)-  48 05 11.     (N)    093 56 57.     (W)     SCALED    
 TB0791* NAVD 88     -       382.597  (meters)    1255.24   (feet)  ADJUSTED  
 TB0791  ___________________________________________________________________
 TB0791  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 TB0791  DYNAMIC HT  -         382.669 (meters)    1255.47  (feet)  COMP
 TB0791  MODELED GRAV-     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
 TB0791.and adjusted by the National Geodetic Survey in June 1991..
 TB0791
 TB0791.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 TB0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TB0791_SP_SET: CONCRETE POST
 TB0791_STAMPING: NO 3611 J 1953 1929 KOJ
 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 = OCTOBER  6, 2006
 TB1153 ***********************************************************************
 TB1153  DESIGNATION -  3611 L RESET
 TB1153  PID         -  TB1153
 TB1153  STATE/COUNTY-  MN/KOOCHICHING
 TB1153  USGS QUAD   -  MARGIE (1970)
 TB1153
 TB1153                         *CURRENT SURVEY CONTROL
 TB1153  ___________________________________________________________________
 TB1153* NAD 83(1986)-  48 06 18.     (N)    093 55 23.     (W)     SCALED    
 TB1153* NAVD 88     -       384.51   (meters)    1261.5    (feet)  RESET     
 TB1153  ___________________________________________________________________
 TB1153  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 TB1153
 TB1153  VERT ORDER  -  THIRD
 TB1153
 TB1153.The horizontal coordinates were scaled from a topographic map and have
 TB1153.an estimated accuracy of +/- 6 seconds.
 TB1153
 TB1153.The orthometric height was computed from unverified reset data.
 TB1153.No vertical observational check was made to the station.
 TB1153
 TB1153.The geoid height was determined by GEOID03.
 TB1153
 TB1153;                    North         East    Units  Estimated Accuracy
 TB1153;SPC MN N     -   278,760.      738,710.      MT  (+/- 180 meters Scaled)
 TB1153
 TB1153                          SUPERSEDED SURVEY CONTROL
 TB1153
 TB1153.No superseded survey control is available for this station.
 TB1153
 TB1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP312283(NAD 83)
 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_ROD/PIPE-DEPTH: 10   meters
 TB1153
 TB1153  HISTORY     - Date     Condition        Report By
 TB1153  HISTORY     - 1986     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB1156 ***********************************************************************
 TB1156  DESIGNATION -  3611 M RESET
 TB1156  PID         -  TB1156
 TB1156  STATE/COUNTY-  MN/KOOCHICHING
 TB1156  USGS QUAD   -  MARGIE (1970)
 TB1156
 TB1156                         *CURRENT SURVEY CONTROL
 TB1156  ___________________________________________________________________
 TB1156* NAD 83(1986)-  48 07 04.     (N)    093 54 09.     (W)     SCALED    
 TB1156* NAVD 88     -       384.51   (meters)    1261.5    (feet)  RESET     
 TB1156  ___________________________________________________________________
 TB1156  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 TB1156
 TB1156  VERT ORDER  -  THIRD
 TB1156
 TB1156.The horizontal coordinates were scaled from a topographic map and have
 TB1156.an estimated accuracy of +/- 6 seconds.
 TB1156
 TB1156.The orthometric height was computed from unverified reset data.
 TB1156.No vertical observational check was made to the station.
 TB1156
 TB1156.The geoid height was determined by GEOID03.
 TB1156
 TB1156;                    North         East    Units  Estimated Accuracy
 TB1156;SPC MN N     -   280,170.      740,260.      MT  (+/- 180 meters Scaled)
 TB1156
 TB1156                          SUPERSEDED SURVEY CONTROL
 TB1156
 TB1156.No superseded survey control is available for this station.
 TB1156
 TB1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP328297(NAD 83)
 TB1156_MARKER: DD = SURVEY 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_ROD/PIPE-DEPTH: 6.1  meters
 TB1156
 TB1156  HISTORY     - Date     Condition        Report By
 TB1156  HISTORY     - 1986     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB1155 ***********************************************************************
 TB1155  DESIGNATION -  3611 S RESET
 TB1155  PID         -  TB1155
 TB1155  STATE/COUNTY-  MN/KOOCHICHING
 TB1155  USGS QUAD   -  BIG FALLS (1971)
 TB1155
 TB1155                         *CURRENT SURVEY CONTROL
 TB1155  ___________________________________________________________________
 TB1155* NAD 83(1986)-  48 10 21.     (N)    093 49 15.     (W)     SCALED    
 TB1155* NAVD 88     -       373.61   (meters)    1225.8    (feet)  RESET     
 TB1155  ___________________________________________________________________
 TB1155  GEOID HEIGHT-         -29.33  (meters)                     GEOID03
 TB1155
 TB1155  VERT ORDER  -  THIRD
 TB1155
 TB1155.The horizontal coordinates were scaled from a topographic map and have
 TB1155.an estimated accuracy of +/- 6 seconds.
 TB1155
 TB1155.The orthometric height was computed from unverified reset data.
 TB1155.No vertical observational check was made to the station.
 TB1155
 TB1155.The geoid height was determined by GEOID03.
 TB1155
 TB1155;                    North         East    Units  Estimated Accuracy
 TB1155;SPC MN N     -   286,190.      746,390.      MT  (+/- 180 meters Scaled)
 TB1155
 TB1155                          SUPERSEDED SURVEY CONTROL
 TB1155
 TB1155.No superseded survey control is available for this station.
 TB1155
 TB1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP389357(NAD 83)
 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 = OCTOBER  6, 2006
 TB0650 ***********************************************************************
 TB0650  DESIGNATION -  3612 A
 TB0650  PID         -  TB0650
 TB0650  STATE/COUNTY-  MN/KOOCHICHING
 TB0650  USGS QUAD   -  BIG FALLS (1971)
 TB0650
 TB0650                         *CURRENT SURVEY CONTROL
 TB0650  ___________________________________________________________________
 TB0650* NAD 83(1986)-  48 11 44.     (N)    093 48 01.     (W)     SCALED    
 TB0650* NAVD 88     -       364.261  (meters)    1195.08   (feet)  ADJUSTED  
 TB0650  ___________________________________________________________________
 TB0650  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 TB0650  DYNAMIC HT  -         364.333 (meters)    1195.32  (feet)  COMP
 TB0650  MODELED GRAV-     980,796.7   (mgal)                       NAVD 88
 TB0650
 TB0650  VERT ORDER  -  SECOND    CLASS I
 TB0650
 TB0650.The horizontal coordinates were scaled from a topographic map and have
 TB0650.an estimated accuracy of +/- 6 seconds.
 TB0650
 TB0650.The orthometric height was determined by differential leveling
 TB0650.and adjusted by the National Geodetic Survey in June 1991..
 TB0650
 TB0650.The geoid height was determined by GEOID03.
 TB0650
 TB0650.The dynamic height is computed by dividing the NAVD 88
 TB0650.geopotential number by the normal gravity value computed on the
 TB0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0650.degrees latitude (g = 980.6199 gals.).
 TB0650
 TB0650.The modeled gravity was interpolated from observed gravity values.
 TB0650
 TB0650;                    North         East    Units  Estimated Accuracy
 TB0650;SPC MN N     -   288,740.      747,940.      MT  (+/- 180 meters Scaled)
 TB0650
 TB0650                          SUPERSEDED SURVEY CONTROL
 TB0650
 TB0650.No superseded survey control is available for this station.
 TB0650
 TB0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP405383(NAD 83)
 TB0650_MARKER: DB = BENCH MARK DISK
 TB0650_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TB0650_SP_SET: ABUTMENT
 TB0650_STAMPING: 3612 A 1977
 TB0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0650
 TB0650  HISTORY     - Date     Condition        Report By
 TB0650  HISTORY     - 1977     MONUMENTED       MNDT
 TB0650
 TB0650                          STATION DESCRIPTION
 TB0650
 TB0650'DESCRIBED BY MN DEPT OF TRANSP 1977
 TB0650'0.1 MI NORTH FROM BIG FALLS.
 TB0650'THE MARK IS LOCATED IN THE NORTHWEST CORNER ABUTMENT OF BRIDGE NUMBER
 TB0650'5170A CARRING TRUNK HIGHWAY 71 OVER THE BIG FORK RIVER NEAR TRUNK
 TB0650'HIGHWAY 71 MILE POINT 385.15. THE MARK IS 16.2 FT. EAST AND ABOUT ONE
 TB0650'FOOT ABOVE THE CENTERLINE OF TRUNK HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0651 ***********************************************************************
 TB0651  DESIGNATION -  3612 B
 TB0651  PID         -  TB0651
 TB0651  STATE/COUNTY-  MN/KOOCHICHING
 TB0651  USGS QUAD   -  BIG FALLS (1971)
 TB0651
 TB0651                         *CURRENT SURVEY CONTROL
 TB0651  ___________________________________________________________________
 TB0651* NAD 83(1986)-  48 11 45.     (N)    093 47 59.     (W)     SCALED    
 TB0651* NAVD 88     -       362.192  (meters)    1188.29   (feet)  ADJUSTED  
 TB0651  ___________________________________________________________________
 TB0651  GEOID HEIGHT-         -29.38  (meters)                     GEOID03
 TB0651  DYNAMIC HT  -         362.263 (meters)    1188.52  (feet)  COMP
 TB0651  MODELED GRAV-     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
 TB0651.and adjusted by the National Geodetic Survey in June 1991..
 TB0651
 TB0651.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 TB0662 ***********************************************************************
 TB0662  DESIGNATION -  3612 C
 TB0662  PID         -  TB0662
 TB0662  STATE/COUNTY-  MN/KOOCHICHING
 TB0662  USGS QUAD   -  BIG FALLS (1971)
 TB0662
 TB0662                         *CURRENT SURVEY CONTROL
 TB0662  ___________________________________________________________________
 TB0662* NAD 83(1986)-  48 13 28.     (N)    093 46 13.     (W)     SCALED    
 TB0662* NAVD 88     -       369.372  (meters)    1211.85   (feet)  ADJUSTED  
 TB0662  ___________________________________________________________________
 TB0662  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 TB0662  DYNAMIC HT  -         369.446 (meters)    1212.09  (feet)  COMP
 TB0662  MODELED GRAV-     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
 TB0662.and adjusted by the National Geodetic Survey in June 1991..
 TB0662
 TB0662.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0663 ***********************************************************************
 TB0663  DESIGNATION -  3612 D
 TB0663  PID         -  TB0663
 TB0663  STATE/COUNTY-  MN/KOOCHICHING
 TB0663  USGS QUAD   -  JOHNSON LANDING NW (1971)
 TB0663
 TB0663                         *CURRENT SURVEY CONTROL
 TB0663  ___________________________________________________________________
 TB0663* NAD 83(1986)-  48 14 40.     (N)    093 44 50.     (W)     SCALED    
 TB0663* NAVD 88     -       363.764  (meters)    1193.45   (feet)  ADJUSTED  
 TB0663  ___________________________________________________________________
 TB0663  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 TB0663  DYNAMIC HT  -         363.838 (meters)    1193.69  (feet)  COMP
 TB0663  MODELED GRAV-     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
 TB0663.and adjusted by the National Geodetic Survey in June 1991..
 TB0663
 TB0663.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0668 ***********************************************************************
 TB0668  DESIGNATION -  3612 E
 TB0668  PID         -  TB0668
 TB0668  STATE/COUNTY-  MN/KOOCHICHING
 TB0668  USGS QUAD   -  LITTLEFORK SW (1970)
 TB0668
 TB0668                         *CURRENT SURVEY CONTROL
 TB0668  ___________________________________________________________________
 TB0668* NAD 83(1986)-  48 16 00.     (N)    093 44 23.     (W)     SCALED    
 TB0668* NAVD 88     -       360.045  (meters)    1181.25   (feet)  ADJUSTED  
 TB0668  ___________________________________________________________________
 TB0668  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 TB0668  DYNAMIC HT  -         360.118 (meters)    1181.49  (feet)  COMP
 TB0668  MODELED GRAV-     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
 TB0668.and adjusted by the National Geodetic Survey in June 1991..
 TB0668
 TB0668.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0669 ***********************************************************************
 TB0669  DESIGNATION -  3612 F
 TB0669  PID         -  TB0669
 TB0669  STATE/COUNTY-  MN/KOOCHICHING
 TB0669  USGS QUAD   -  LITTLEFORK SW (1970)
 TB0669
 TB0669                         *CURRENT SURVEY CONTROL
 TB0669  ___________________________________________________________________
 TB0669* NAD 83(1986)-  48 16 31.     (N)    093 44 15.     (W)     SCALED    
 TB0669* NAVD 88     -       359.535  (meters)    1179.57   (feet)  ADJUSTED  
 TB0669  ___________________________________________________________________
 TB0669  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 TB0669  DYNAMIC HT  -         359.609 (meters)    1179.82  (feet)  COMP
 TB0669  MODELED GRAV-     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
 TB0669.and adjusted by the National Geodetic Survey in June 1991..
 TB0669
 TB0669.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0689 ***********************************************************************
 TB0689  DESIGNATION -  3612 J
 TB0689  PID         -  TB0689
 TB0689  STATE/COUNTY-  MN/KOOCHICHING
 TB0689  USGS QUAD   -  LITTLEFORK SW (1970)
 TB0689
 TB0689                         *CURRENT SURVEY CONTROL
 TB0689  ___________________________________________________________________
 TB0689* NAD 83(1986)-  48 21 04.     (N)    093 41 13.     (W)     SCALED    
 TB0689* NAVD 88     -       355.822  (meters)    1167.39   (feet)  ADJUSTED  
 TB0689  ___________________________________________________________________
 TB0689  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 TB0689  DYNAMIC HT  -         355.898 (meters)    1167.64  (feet)  COMP
 TB0689  MODELED GRAV-     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
 TB0689.and adjusted by the National Geodetic Survey in June 1991..
 TB0689
 TB0689.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0691 ***********************************************************************
 TB0691  DESIGNATION -  3612 K
 TB0691  PID         -  TB0691
 TB0691  STATE/COUNTY-  MN/KOOCHICHING
 TB0691  USGS QUAD   -  LITTLEFORK SW (1970)
 TB0691
 TB0691                         *CURRENT SURVEY CONTROL
 TB0691  ___________________________________________________________________
 TB0691* NAD 83(1986)-  48 21 36.     (N)    093 39 27.     (W)     SCALED    
 TB0691* NAVD 88     -       357.887  (meters)    1174.17   (feet)  ADJUSTED  
 TB0691  ___________________________________________________________________
 TB0691  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 TB0691  DYNAMIC HT  -         357.964 (meters)    1174.42  (feet)  COMP
 TB0691  MODELED GRAV-     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
 TB0691.and adjusted by the National Geodetic Survey in June 1991..
 TB0691.WARNING-Repeat measurements at this control monument indicate possible
 TB0691.vertical movement.
 TB0691
 TB0691.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0703 ***********************************************************************
 TB0703  DESIGNATION -  3612 L
 TB0703  PID         -  TB0703
 TB0703  STATE/COUNTY-  MN/KOOCHICHING
 TB0703  USGS QUAD   -  LITTLEFORK SW (1970)
 TB0703
 TB0703                         *CURRENT SURVEY CONTROL
 TB0703  ___________________________________________________________________
 TB0703* NAD 83(1986)-  48 21 37.     (N)    093 37 52.     (W)     SCALED    
 TB0703* NAVD 88     -       361.387  (meters)    1185.65   (feet)  ADJUSTED  
 TB0703  ___________________________________________________________________
 TB0703  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 TB0703  DYNAMIC HT  -         361.465 (meters)    1185.91  (feet)  COMP
 TB0703  MODELED GRAV-     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
 TB0703.and adjusted by the National Geodetic Survey in June 1991..
 TB0703
 TB0703.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0694 ***********************************************************************
 TB0694  DESIGNATION -  3612 M
 TB0694  PID         -  TB0694
 TB0694  STATE/COUNTY-  MN/KOOCHICHING
 TB0694  USGS QUAD   -  LITTLEFORK SW (1970)
 TB0694
 TB0694                         *CURRENT SURVEY CONTROL
 TB0694  ___________________________________________________________________
 TB0694* NAD 83(1986)-  48 22 01.     (N)    093 39 13.     (W)     SCALED    
 TB0694* NAVD 88     -       356.671  (meters)    1170.18   (feet)  ADJUSTED  
 TB0694  ___________________________________________________________________
 TB0694  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 TB0694  DYNAMIC HT  -         356.748 (meters)    1170.43  (feet)  COMP
 TB0694  MODELED GRAV-     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
 TB0694.and adjusted by the National Geodetic Survey in June 1991..
 TB0694
 TB0694.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0695 ***********************************************************************
 TB0695  DESIGNATION -  3612 N
 TB0695  PID         -  TB0695
 TB0695  STATE/COUNTY-  MN/KOOCHICHING
 TB0695  USGS QUAD   -  LITTLEFORK SW (1970)
 TB0695
 TB0695                         *CURRENT SURVEY CONTROL
 TB0695  ___________________________________________________________________
 TB0695* NAD 83(1986)-  48 22 26.     (N)    093 38 25.     (W)     SCALED    
 TB0695* NAVD 88     -       352.322  (meters)    1155.91   (feet)  ADJUSTED  
 TB0695  ___________________________________________________________________
 TB0695  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 TB0695  DYNAMIC HT  -         352.399 (meters)    1156.16  (feet)  COMP
 TB0695  MODELED GRAV-     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
 TB0695.and adjusted by the National Geodetic Survey in June 1991..
 TB0695
 TB0695.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0696 ***********************************************************************
 TB0696  DESIGNATION -  3612 P
 TB0696  PID         -  TB0696
 TB0696  STATE/COUNTY-  MN/KOOCHICHING
 TB0696  USGS QUAD   -  LITTLEFORK (1970)
 TB0696
 TB0696                         *CURRENT SURVEY CONTROL
 TB0696  ___________________________________________________________________
 TB0696* NAD 83(1986)-  48 22 57.     (N)    093 37 30.     (W)     SCALED    
 TB0696* NAVD 88     -       352.631  (meters)    1156.92   (feet)  ADJUSTED  
 TB0696  ___________________________________________________________________
 TB0696  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 TB0696  DYNAMIC HT  -         352.707 (meters)    1157.17  (feet)  COMP
 TB0696  MODELED GRAV-     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
 TB0696.and adjusted by the National Geodetic Survey in June 1991..
 TB0696
 TB0696.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF5219 ***********************************************************************
 DF5219  DESIGNATION -  3612 Q
 DF5219  PID         -  DF5219
 DF5219  STATE/COUNTY-  MN/KOOCHICHING
 DF5219  USGS QUAD   -  LITTLEFORK SW (1970)
 DF5219
 DF5219                         *CURRENT SURVEY CONTROL
 DF5219  ___________________________________________________________________
 DF5219* NAD 83(1986)-  48 21 04.     (N)    093 41 13.     (W)     SCALED    
 DF5219* NAVD 88     -       355.82   (meters)    1167.4    (feet)  RESET     
 DF5219  ___________________________________________________________________
 DF5219  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 DF5219
 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.No vertical observational check was made to the station.
 DF5219
 DF5219.The geoid height was determined by GEOID03.
 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_MARKER: A = ALUMINUM MARKER
 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 = OCTOBER  6, 2006
 DF5220 ***********************************************************************
 DF5220  DESIGNATION -  3612 R
 DF5220  PID         -  DF5220
 DF5220  STATE/COUNTY-  MN/KOOCHICHING
 DF5220  USGS QUAD   -  LITTLEFORK SW (1970)
 DF5220
 DF5220                         *CURRENT SURVEY CONTROL
 DF5220  ___________________________________________________________________
 DF5220* NAD 83(1986)-  48 17 35.     (N)    093 44 06.     (W)     SCALED    
 DF5220* NAVD 88     -       359.84   (meters)    1180.6    (feet)  RESET     
 DF5220  ___________________________________________________________________
 DF5220  GEOID HEIGHT-         -29.60  (meters)                     GEOID03
 DF5220
 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.No vertical observational check was made to the station.
 DF5220
 DF5220.The geoid height was determined by GEOID03.
 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_MARKER: A = ALUMINUM MARKER
 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 = OCTOBER  6, 2006
 DF5224 ***********************************************************************
 DF5224  DESIGNATION -  3613 E
 DF5224  PID         -  DF5224
 DF5224  STATE/COUNTY-  MN/KOOCHICHING
 DF5224  USGS QUAD   -  PELLAND (1970)
 DF5224
 DF5224                         *CURRENT SURVEY CONTROL
 DF5224  ___________________________________________________________________
 DF5224* NAD 83(1986)-  48 31 22.     (N)    093 34 28.     (W)     SCALED    
 DF5224* NAVD 88     -       339.63   (meters)    1114.3    (feet)  RESET     
 DF5224  ___________________________________________________________________
 DF5224  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DF5224
 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.No vertical observational check was made to the station.
 DF5224
 DF5224.The geoid height was determined by GEOID03.
 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_MARKER: A = ALUMINUM MARKER
 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 = OCTOBER  6, 2006
 DF5225 ***********************************************************************
 DF5225  DESIGNATION -  3613 F
 DF5225  PID         -  DF5225
 DF5225  STATE/COUNTY-  MN/KOOCHICHING
 DF5225  USGS QUAD   -  PELLAND (1970)
 DF5225
 DF5225                         *CURRENT SURVEY CONTROL
 DF5225  ___________________________________________________________________
 DF5225* NAD 83(1986)-  48 31 22.     (N)    093 34 28.     (W)     SCALED    
 DF5225* NAVD 88     -       340.96   (meters)    1118.6    (feet)  RESET     
 DF5225  ___________________________________________________________________
 DF5225  GEOID HEIGHT-         -30.30  (meters)                     GEOID03
 DF5225
 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.No vertical observational check was made to the station.
 DF5225
 DF5225.The geoid height was determined by GEOID03.
 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_MARKER: A = ALUMINUM MARKER
 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 = OCTOBER  6, 2006
 DF5217 ***********************************************************************
 DF5217  DESIGNATION -  3613 G
 DF5217  PID         -  DF5217
 DF5217  STATE/COUNTY-  MN/KOOCHICHING
 DF5217  USGS QUAD   -  LITTLEFORK (1970)
 DF5217
 DF5217                         *CURRENT SURVEY CONTROL
 DF5217  ___________________________________________________________________
 DF5217* NAD 83(1986)-  48 25 59.     (N)    093 34 15.     (W)     SCALED    
 DF5217* NAVD 88     -       338.77   (meters)    1111.4    (feet)  RESET     
 DF5217  ___________________________________________________________________
 DF5217  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DF5217
 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.No vertical observational check was made to the station.
 DF5217
 DF5217.The geoid height was determined by GEOID03.
 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_MARKER: A = ALUMINUM MARKER
 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 = OCTOBER  6, 2006
 DF5222 ***********************************************************************
 DF5222  DESIGNATION -  3613 H
 DF5222  PID         -  DF5222
 DF5222  STATE/COUNTY-  MN/KOOCHICHING
 DF5222  USGS QUAD   -  LITTLEFORK (1970)
 DF5222
 DF5222                         *CURRENT SURVEY CONTROL
 DF5222  ___________________________________________________________________
 DF5222* NAD 83(1986)-  48 25 59.     (N)    093 34 16.     (W)     SCALED    
 DF5222* NAVD 88     -       340.81   (meters)    1118.1    (feet)  RESET     
 DF5222  ___________________________________________________________________
 DF5222  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DF5222
 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.No vertical observational check was made to the station.
 DF5222
 DF5222.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF5237 ***********************************************************************
 DF5237  DESIGNATION -  3613 J
 DF5237  PID         -  DF5237
 DF5237  STATE/COUNTY-  MN/KOOCHICHING
 DF5237  USGS QUAD   -  LITTLEFORK (1970)
 DF5237
 DF5237                         *CURRENT SURVEY CONTROL
 DF5237  ___________________________________________________________________
 DF5237* NAD 83(1986)-  48 27 43.     (N)    093 34 56.     (W)     SCALED    
 DF5237* NAVD 88     -       338.39   (meters)    1110.2    (feet)  RESET     
 DF5237  ___________________________________________________________________
 DF5237  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DF5237
 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.No vertical observational check was made to the station.
 DF5237
 DF5237.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TB0750 ***********************************************************************
 TB0750  DESIGNATION -  3617 B
 TB0750  PID         -  TB0750
 TB0750  STATE/COUNTY-  MN/KOOCHICHING
 TB0750  USGS QUAD   -  INTERNATIONAL FALLS (1983)
 TB0750
 TB0750                         *CURRENT SURVEY CONTROL
 TB0750  ___________________________________________________________________
 TB0750* NAD 83(1986)-  48 33 18.     (N)    093 23 47.     (W)     SCALED    
 TB0750* NAVD 88     -       354.147  (meters)    1161.90   (feet)  ADJUSTED  
 TB0750  ___________________________________________________________________
 TB0750  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 TB0750  DYNAMIC HT  -         354.227 (meters)    1162.16  (feet)  COMP
 TB0750  MODELED GRAV-     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
 TB0750.and adjusted by the National Geodetic Survey in June 1991..
 TB0750
 TB0750.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF5927 ***********************************************************************
 DF5927  DESIGNATION -  37
 DF5927  PID         -  DF5927
 DF5927  STATE/COUNTY-  MN/PINE
 DF5927  USGS QUAD   -  CLOVERDALE (1981)
 DF5927
 DF5927                         *CURRENT SURVEY CONTROL
 DF5927  ___________________________________________________________________
 DF5927* NAD 83(1996)-  46 04 13.56551(N)    092 40 42.90692(W)     ADJUSTED  
 DF5927* NAVD 88     -       307.0    (meters)    1007.     (feet)  GPS OBS   
 DF5927  ___________________________________________________________________
 DF5927  X           -    -207,162.220 (meters)                     COMP
 DF5927  Y           -  -4,428,036.166 (meters)                     COMP
 DF5927  Z           -   4,570,884.354 (meters)                     COMP
 DF5927  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 DF5927  ELLIP HEIGHT-         280.22  (meters)          (05/27/03) GPS OBS
 DF5927  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DF5927
 DF5927  HORZ ORDER  -  FIRST
 DF5927  ELLP ORDER  -  THIRD     CLASS I
 DF5927
 DF5927.The horizontal coordinates were established by GPS observations
 DF5927.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5927
 DF5927.The orthometric height was determined by GPS observations and a
 DF5927.high-resolution geoid model.
 DF5927
 DF5927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5927
 DF5927.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5927
 DF5927.The ellipsoidal height was determined by GPS observations
 DF5927.and is referenced to NAD 83.
 DF5927
 DF5927.The geoid height was determined by GEOID03.
 DF5927
 DF5927;                    North         East     Units Scale Factor Converg.
 DF5927;SPC MN C     -   220,180.314   921,556.256   MT  0.99993262   +1 08 12.3
 DF5927;UTM  15      - 5,101,923.548   524,856.284   MT  0.99960759   +0 13 53.3
 DF5927
 DF5927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5927!SPC MN C     -   0.99995607  x   0.99993262  =   0.99988870
 DF5927!UTM  15      -   0.99995607  x   0.99960759  =   0.99956368
 DF5927
 DF5927                          SUPERSEDED SURVEY CONTROL
 DF5927
 DF5927.No superseded survey control is available for this station.
 DF5927
 DF5927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2485601924(NAD 83)
 DF5927_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5927_STAMPING: NO 37
 DF5927_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5927+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5927
 DF5927  HISTORY     - Date     Condition        Report By
 DF5927  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0504 ***********************************************************************
 QO0504  DESIGNATION -  37 BOLT
 QO0504  PID         -  QO0504
 QO0504  STATE/COUNTY-  MN/RAMSEY
 QO0504  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0504
 QO0504                         *CURRENT SURVEY CONTROL
 QO0504  ___________________________________________________________________
 QO0504* NAD 83(1986)-  45 05 07.     (N)    093 00 27.     (W)     SCALED    
 QO0504* NAVD 88     -       284.94   (+/-2cm)     934.8    (feet)  VERTCON   
 QO0504  ___________________________________________________________________
 QO0504  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 QO0504
 QO0504  VERT ORDER  -  ? (See Below)
 QO0504
 QO0504.The horizontal coordinates were scaled from a topographic map and have
 QO0504.an estimated accuracy of +/- 6 seconds.
 QO0504
 QO0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO0504.The vertical order pertains to the NGVD 29 superseded value.
 QO0504
 QO0504.The geoid height was determined by GEOID03.
 QO0504
 QO0504;                    North         East    Units  Estimated Accuracy
 QO0504;SPC MN S     -   332,180.      878,140.      MT  (+/- 180 meters Scaled)
 QO0504
 QO0504                          SUPERSEDED SURVEY CONTROL
 QO0504
 QO0504  NGVD 29 (??/??/92)  284.882  (m)          934.65   (f) ADJ UNCH    ?  
 QO0504
 QO0504.Superseded values are not recommended for survey control.
 QO0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0504.See file dsdata.txt to determine how the superseded data were derived.
 QO0504
 QO0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK994924(NAD 83)
 QO0504_MARKER: B = BOLT
 QO0504_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0504_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0504
 QO0504  HISTORY     - Date     Condition        Report By
 QO0504  HISTORY     - 1929     MONUMENTED       MRC
 QO0504  HISTORY     - 1891     GOOD             DOD
 QO0504  HISTORY     - 1950     MARK NOT FOUND   USGS
 QO0504  HISTORY     - 20030813 MARK NOT FOUND   MNDT
 QO0504
 QO0504                          STATION DESCRIPTION
 QO0504
 QO0504'DESCRIBED BY US DEPARTMENT OF DEFENSE 1891
 QO0504'IN WHITE BEAR LAKE.
 QO0504'AT WHITE BEAR LAKE, RAMSEY COUNTY, IN THE CITY PARK OPPOSITE THE
 QO0504'NORTHERN PACIFIC RAILWAY STATION, ABOUT 121 FEET SOUTH OF THE SOUTH
 QO0504'LINE OF FOURTH STREET, 14.5 FEET WEST OF THE WEST EDGE OF THE SIDEWALK
 QO0504'OF THE EAST SIDE OF THE PARK, AND 74 FEET NORTHEAST OF THE CENTER OF A
 QO0504'COBBLESTONE FOUNTAIN.  THE TOP OF A COPPER BOLT LEADED IN A TILE ABOUT
 QO0504'4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 QO0504'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP ABOUT FLUSH WITH
 QO0504'THE GROUND.
 QO0504
 QO0504                          STATION RECOVERY (1950)
 QO0504
 QO0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QO0504'MARK NOT FOUND.
 QO0504
 QO0504                          STATION RECOVERY (2003)
 QO0504
 QO0504'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0504'IN WHITE BEAR LAKE, ON EAST SIDE OF CITY PARK OPPOSITE RAILROAD
 QO0504'STATION, 121 FEET SOUTH OF SOUTH LINE OF FOURTH ST, 14.5 FEET WEST OF
 QO0504'WEST EDGE OF SIDEWALK, 74 FEET NORTHEAST OF COBBLESTONE FOUNTAIN,
 QO0504'STATION IS CONSIDERED LOST, ROAD BUILT OVER TOP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0505 ***********************************************************************
 QO0505  DESIGNATION -  37 CAP
 QO0505  PID         -  QO0505
 QO0505  STATE/COUNTY-  MN/RAMSEY
 QO0505  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0505
 QO0505                         *CURRENT SURVEY CONTROL
 QO0505  ___________________________________________________________________
 QO0505* NAD 83(1986)-  45 05 07.     (N)    093 00 27.     (W)     SCALED    
 QO0505* NAVD 88     -       286.15   (+/-2cm)     938.8    (feet)  VERTCON   
 QO0505  ___________________________________________________________________
 QO0505  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 QO0505
 QO0505  VERT ORDER  -  ? (See Below)
 QO0505
 QO0505.The horizontal coordinates were scaled from a topographic map and have
 QO0505.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 QO0505
 QO0505.The geoid height was determined by GEOID03.
 QO0505
 QO0505;                    North         East    Units  Estimated Accuracy
 QO0505;SPC MN S     -   332,180.      878,140.      MT  (+/- 180 meters Scaled)
 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: 15TVK994924(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1388 ***********************************************************************
 OP1388  DESIGNATION -  37 DWB
 OP1388  PID         -  OP1388
 OP1388  STATE/COUNTY-  MN/MURRAY
 OP1388  USGS QUAD   -  CHANDLER (1967)
 OP1388
 OP1388                         *CURRENT SURVEY CONTROL
 OP1388  ___________________________________________________________________
 OP1388* NAD 83(1996)-  43 59 35.23373(N)    095 55 45.32300(W)     ADJUSTED  
 OP1388* NAVD 88     -       506.951  (meters)    1663.22   (feet)  ADJUSTED  
 OP1388  ___________________________________________________________________
 OP1388  X           -    -474,805.297 (meters)                     COMP
 OP1388  Y           -  -4,571,763.573 (meters)                     COMP
 OP1388  Z           -   4,407,875.599 (meters)                     COMP
 OP1388  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 OP1388  ELLIP HEIGHT-         480.70  (meters)          (09/28/98) GPS OBS
 OP1388  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 OP1388  DYNAMIC HT  -         506.841 (meters)    1662.86  (feet)  COMP
 OP1388  MODELED GRAV-     980,386.6   (mgal)                       NAVD 88
 OP1388
 OP1388  HORZ ORDER  -  FIRST
 OP1388  VERT ORDER  -  SECOND    CLASS I
 OP1388  ELLP ORDER  -  THIRD     CLASS I
 OP1388
 OP1388.The horizontal coordinates were established by GPS observations
 OP1388.and adjusted by the National Geodetic Survey in September 1998..
 OP1388
 OP1388.The orthometric height was determined by differential leveling
 OP1388.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP1388
 OP1388.The ellipsoidal height was determined by GPS observations
 OP1388.and is referenced to NAD 83.
 OP1388
 OP1388.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1388;SPC MN S     -   212,173.743   645,264.190   MT  0.99996115   -1 21 08.2
 OP1388;UTM  15      - 4,875,280.941   265,118.599   MT  1.00027859   -2 02 07.8
 OP1388;UTM  14      - 4,875,693.930   746,226.888   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  =   0.99988578
 OP1388!UTM  15      -   0.99992463  x   1.00027859  =   1.00020320
 OP1388!UTM  14      -   0.99992463  x   1.00034574  =   1.00027034
 OP1388
 OP1388                          SUPERSEDED SURVEY CONTROL
 OP1388
 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: 15TTJ6511975281(NAD 83)
 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: USGS  
 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 - March 15, 1993
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6965 ***********************************************************************
 DH6965  DESIGNATION -  37 HEH
 DH6965  PID         -  DH6965
 DH6965  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DH6965  USGS QUAD   -  WILLIAMS (1967)
 DH6965
 DH6965                         *CURRENT SURVEY CONTROL
 DH6965  ___________________________________________________________________
 DH6965* NAD 83(1986)-  48 50 37.     (N)    094 57 31.     (W)     SCALED    
 DH6965* NAVD 88     -       330.781  (meters)    1085.24   (feet)  ADJUSTED  
 DH6965  ___________________________________________________________________
 DH6965  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DH6965  DYNAMIC HT  -         330.867 (meters)    1085.52  (feet)  COMP
 DH6965  MODELED GRAV-     980,860.8   (mgal)                       NAVD 88
 DH6965
 DH6965  VERT ORDER  -  SECOND    CLASS I
 DH6965
 DH6965.The horizontal coordinates were scaled from a topographic map and have
 DH6965.an estimated accuracy of +/- 6 seconds.
 DH6965
 DH6965.The orthometric height was determined by differential leveling
 DH6965.and adjusted by the National Geodetic Survey in December 2005..
 DH6965.No vertical observational check was made to the station.
 DH6965
 DH6965.Photographs are available for this station.
 DH6965
 DH6965.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DH6965;SPC MN N     -   362,210.      663,580.      MT  (+/- 180 meters Scaled)
 DH6965
 DH6965                          SUPERSEDED SURVEY CONTROL
 DH6965
 DH6965.No superseded survey control is available for this station.
 DH6965
 DH6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ562119(NAD 83)
 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: M = MARKER EQUIPPED WITH BAR MAGNET
 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 - 1966
 DH6965
 DH6965  HISTORY     - Date     Condition        Report By
 DH6965  HISTORY     - 1966     MONUMENTED       USGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0306 ***********************************************************************
 DI0306  DESIGNATION -  37 SEM
 DI0306  PID         -  DI0306
 DI0306  STATE/COUNTY-  MN/LAC QUI PARLE
 DI0306  USGS QUAD   -  DAWSON NW (1967)
 DI0306
 DI0306                         *CURRENT SURVEY CONTROL
 DI0306  ___________________________________________________________________
 DI0306* NAD 83(1996)-  44 57 04.29712(N)    096 14 50.28805(W)     ADJUSTED  
 DI0306* NAVD 88     -       331.5    (meters)    1088.     (feet)  GPS OBS   
 DI0306  ___________________________________________________________________
 DI0306  X           -    -492,045.266 (meters)                     COMP
 DI0306  Y           -  -4,494,788.855 (meters)                     COMP
 DI0306  Z           -   4,483,727.376 (meters)                     COMP
 DI0306  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 DI0306  ELLIP HEIGHT-         305.57  (meters)          (06/12/06) GPS OBS
 DI0306  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 DI0306
 DI0306  HORZ ORDER  -  FIRST
 DI0306  ELLP ORDER  -  THIRD     CLASS II
 DI0306
 DI0306.The horizontal coordinates were established by GPS observations
 DI0306.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0306
 DI0306.The orthometric height was determined by GPS observations and a
 DI0306.high-resolution geoid model.
 DI0306
 DI0306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0306
 DI0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0306
 DI0306.The ellipsoidal height was determined by GPS observations
 DI0306.and is referenced to NAD 83.
 DI0306
 DI0306.The geoid height was determined by GEOID03.
 DI0306
 DI0306;                    North         East     Units Scale Factor Converg.
 DI0306;SPC MN S     -   319,240.620   622,687.671   MT  0.99995282   -1 34 30.7
 DI0306;UTM  14      - 4,981,215.263   717,139.053   MT  1.00017980   +1 56 44.0
 DI0306
 DI0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0306!SPC MN S     -   0.99995209  x   0.99995282  =   0.99990491
 DI0306!UTM  14      -   0.99995209  x   1.00017980  =   1.00013188
 DI0306
 DI0306                          SUPERSEDED SURVEY CONTROL
 DI0306
 DI0306.No superseded survey control is available for this station.
 DI0306
 DI0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1713981215(NAD 83)
 DI0306_MARKER: DD = SURVEY DISK
 DI0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0306_STAMPING: 37 SEM 1965 1987
 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 = OCTOBER  6, 2006
 PQ1043 ***********************************************************************
 PQ1043  DESIGNATION -  37 T
 PQ1043  PID         -  PQ1043
 PQ1043  STATE/COUNTY-  MN/LYON
 PQ1043  USGS QUAD   -  MILROY SE (1962)
 PQ1043
 PQ1043                         *CURRENT SURVEY CONTROL
 PQ1043  ___________________________________________________________________
 PQ1043* NAD 83(1996)-  44 22 13.02430(N)    095 37 22.96729(W)     ADJUSTED  
 PQ1043* NAVD 88     -       349.30   (+/-2cm)    1146.0    (feet)  VERTCON   
 PQ1043  ___________________________________________________________________
 PQ1043  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 PQ1043  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 PQ1043
 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.The vertical order pertains to the NGVD 29 superseded value.
 PQ1043
 PQ1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1043
 PQ1043.The geoid height was determined by GEOID03.
 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;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  =   0.99987412
 PQ1043!UTM  15      -   0.99994947  x   1.00013717  =   1.00008663
 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_MARKER: DB = BENCH MARK DISK
 PQ1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1043_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 PR0749 ***********************************************************************
 PR0749  DESIGNATION -  3705 A
 PR0749  PID         -  PR0749
 PR0749  STATE/COUNTY-  MN/LAC QUI PARLE
 PR0749  USGS QUAD   -  MOUNT WICKHAM (1967)
 PR0749
 PR0749                         *CURRENT SURVEY CONTROL
 PR0749  ___________________________________________________________________
 PR0749* NAD 83(1996)-  44 56 08.36529(N)    096 21 14.40736(W)     ADJUSTED  
 PR0749* NAVD 88     -       338.726  (meters)    1111.30   (feet)  ADJUSTED  
 PR0749  ___________________________________________________________________
 PR0749  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 PR0749  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 PR0749  DYNAMIC HT  -         338.693 (meters)    1111.20  (feet)  COMP
 PR0749  MODELED GRAV-     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
 PR0749.and adjusted by the National Geodetic Survey in February 2000..
 PR0749
 PR0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 PR0749
 PR0749.The geoid height was determined by GEOID03.
 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;                    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 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: 14TQQ0877979209(NAD 83)
 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 = OCTOBER  6, 2006
 PQ0545 ***********************************************************************
 PQ0545  DESIGNATION -  3706 A
 PQ0545  PID         -  PQ0545
 PQ0545  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0545  USGS QUAD   -  MONTEVIDEO (1994)
 PQ0545
 PQ0545                         *CURRENT SURVEY CONTROL
 PQ0545  ___________________________________________________________________
 PQ0545* NAD 83(1986)-  44 56 00.     (N)    095 44 53.     (W)     SCALED    
 PQ0545* NAVD 88     -       309.603  (meters)    1015.76   (feet)  ADJUSTED  
 PQ0545  ___________________________________________________________________
 PQ0545  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 PQ0545  DYNAMIC HT  -         309.581 (meters)    1015.68  (feet)  COMP
 PQ0545  MODELED GRAV-     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
 PQ0545.and adjusted by the National Geodetic Survey in June 1991..
 PQ0545
 PQ0545.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0543 ***********************************************************************
 PQ0543  DESIGNATION -  3706 B
 PQ0543  PID         -  PQ0543
 PQ0543  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0543  USGS QUAD   -  CLARKFIELD NE (1965)
 PQ0543
 PQ0543                         *CURRENT SURVEY CONTROL
 PQ0543  ___________________________________________________________________
 PQ0543* NAD 83(1996)-  44 56 08.14116(N)    095 46 02.16333(W)     ADJUSTED  
 PQ0543* NAVD 88     -       307.667  (meters)    1009.40   (feet)  ADJUSTED  
 PQ0543  ___________________________________________________________________
 PQ0543  X           -    -454,491.605 (meters)                     COMP
 PQ0543  Y           -  -4,499,954.905 (meters)                     COMP
 PQ0543  Z           -   4,482,483.256 (meters)                     COMP
 PQ0543  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 PQ0543  ELLIP HEIGHT-         281.40  (meters)          (06/12/06) GPS OBS
 PQ0543  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 PQ0543  DYNAMIC HT  -         307.644 (meters)    1009.33  (feet)  COMP
 PQ0543  MODELED GRAV-     980,534.5   (mgal)                       NAVD 88
 PQ0543
 PQ0543  HORZ ORDER  -  FIRST
 PQ0543  VERT ORDER  -  FIRST     CLASS II
 PQ0543  ELLP ORDER  -  THIRD     CLASS II
 PQ0543
 PQ0543.The horizontal coordinates were established by GPS observations
 PQ0543.and adjusted by the MN DEPT OF TRANSP in June 2006..
 PQ0543
 PQ0543.The orthometric height was determined by differential leveling
 PQ0543.and adjusted by the National Geodetic Survey in February 2000..
 PQ0543
 PQ0543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0543
 PQ0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0543
 PQ0543.The ellipsoidal height was determined by GPS observations
 PQ0543.and is referenced to NAD 83.
 PQ0543
 PQ0543.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ0543;SPC MN S     -   316,577.515   660,518.267   MT  0.99995071   -1 14 19.4
 PQ0543;UTM  15      - 4,979,521.581   281,652.476   MT  1.00018628   -1 57 19.2
 PQ0543
 PQ0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0543!SPC MN S     -   0.99995588  x   0.99995071  =   0.99990659
 PQ0543!UTM  15      -   0.99995588  x   1.00018628  =   1.00014215
 PQ0543
 PQ0543                          SUPERSEDED SURVEY CONTROL
 PQ0543
 PQ0543  NAVD 88 (06/15/91)  307.662  (m)         1009.39   (f) UNKNOWN     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: 15TTK8165279522(NAD 83)
 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 - September 26, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0542 ***********************************************************************
 PQ0542  DESIGNATION -  3706 C
 PQ0542  PID         -  PQ0542
 PQ0542  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0542  USGS QUAD   -  CLARKFIELD NE (1965)
 PQ0542
 PQ0542                         *CURRENT SURVEY CONTROL
 PQ0542  ___________________________________________________________________
 PQ0542* NAD 83(1986)-  44 56 06.     (N)    095 46 31.     (W)     SCALED    
 PQ0542* NAVD 88     -       307.259  (meters)    1008.07   (feet)  ADJUSTED  
 PQ0542  ___________________________________________________________________
 PQ0542  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 PQ0542  DYNAMIC HT  -         307.237 (meters)    1007.99  (feet)  COMP
 PQ0542  MODELED GRAV-     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
 PQ0542.and adjusted by the National Geodetic Survey in June 1991..
 PQ0542
 PQ0542.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0541 ***********************************************************************
 PQ0541  DESIGNATION -  3706 D
 PQ0541  PID         -  PQ0541
 PQ0541  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0541  USGS QUAD   -  CLARKFIELD NE (1965)
 PQ0541
 PQ0541                         *CURRENT SURVEY CONTROL
 PQ0541  ___________________________________________________________________
 PQ0541* NAD 83(1986)-  44 56 06.     (N)    095 47 43.     (W)     SCALED    
 PQ0541* NAVD 88     -       308.186  (meters)    1011.11   (feet)  ADJUSTED  
 PQ0541  ___________________________________________________________________
 PQ0541  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 PQ0541  DYNAMIC HT  -         308.163 (meters)    1011.03  (feet)  COMP
 PQ0541  MODELED GRAV-     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
 PQ0541.and adjusted by the National Geodetic Survey in June 1991..
 PQ0541
 PQ0541.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0540 ***********************************************************************
 PQ0540  DESIGNATION -  3706 E
 PQ0540  PID         -  PQ0540
 PQ0540  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0540  USGS QUAD   -  CLARKFIELD NE (1965)
 PQ0540
 PQ0540                         *CURRENT SURVEY CONTROL
 PQ0540  ___________________________________________________________________
 PQ0540* NAD 83(1996)-  44 56 01.56197(N)    095 47 51.12030(W)     ADJUSTED  
 PQ0540* NAVD 88     -       306.892  (meters)    1006.86   (feet)  ADJUSTED  
 PQ0540  ___________________________________________________________________
 PQ0540  X           -    -456,883.027 (meters)                     COMP
 PQ0540  Y           -  -4,499,856.389 (meters)                     COMP
 PQ0540  Z           -   4,482,338.945 (meters)                     COMP
 PQ0540  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 PQ0540  ELLIP HEIGHT-         280.65  (meters)          (06/12/06) GPS OBS
 PQ0540  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 PQ0540  DYNAMIC HT  -         306.868 (meters)    1006.78  (feet)  COMP
 PQ0540  MODELED GRAV-     980,532.5   (mgal)                       NAVD 88
 PQ0540
 PQ0540  HORZ ORDER  -  FIRST
 PQ0540  VERT ORDER  -  FIRST     CLASS II
 PQ0540  ELLP ORDER  -  THIRD     CLASS II
 PQ0540
 PQ0540.The horizontal coordinates were established by GPS observations
 PQ0540.and adjusted by the MN DEPT OF TRANSP in June 2006..
 PQ0540
 PQ0540.The orthometric height was determined by differential leveling
 PQ0540.and adjusted by the National Geodetic Survey in February 2000..
 PQ0540
 PQ0540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0540
 PQ0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0540
 PQ0540.The ellipsoidal height was determined by GPS observations
 PQ0540.and is referenced to NAD 83.
 PQ0540
 PQ0540.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ0540;SPC MN S     -   316,426.563   658,125.450   MT  0.99995047   -1 15 35.8
 PQ0540;UTM  15      - 4,979,400.540   279,257.379   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  =   0.99990647
 PQ0540!UTM  15      -   0.99995600  x   1.00019921  =   1.00015520
 PQ0540
 PQ0540                          SUPERSEDED SURVEY CONTROL
 PQ0540
 PQ0540  NAVD 88 (06/15/91)  306.887  (m)         1006.85   (f) UNKNOWN     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: 15TTK7925779401(NAD 83)
 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 - September 26, 2005
 PQ0540_ROD/PIPE-DEPTH:  4.9 meters
 PQ0540
 PQ0540  HISTORY     - Date     Condition        Report By
 PQ0540  HISTORY     - 1974     MONUMENTED       MNHD
 PQ0540  HISTORY     - 1975     GOOD             MNDT
 PQ0540  HISTORY     - 19980826 GOOD             NGS
 PQ0540  HISTORY     - 20050926 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0539 ***********************************************************************
 PQ0539  DESIGNATION -  3706 F
 PQ0539  PID         -  PQ0539
 PQ0539  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0539  USGS QUAD   -  CLARKFIELD NE (1965)
 PQ0539
 PQ0539                         *CURRENT SURVEY CONTROL
 PQ0539  ___________________________________________________________________
 PQ0539* NAD 83(1986)-  44 56 18.     (N)    095 49 11.     (W)     SCALED    
 PQ0539* NAVD 88     -       308.629  (meters)    1012.56   (feet)  ADJUSTED  
 PQ0539  ___________________________________________________________________
 PQ0539  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 PQ0539  DYNAMIC HT  -         308.606 (meters)    1012.48  (feet)  COMP
 PQ0539  MODELED GRAV-     980,531.7   (mgal)                       NAVD 88
 PQ0539
 PQ0539  VERT ORDER  -  SECOND    CLASS 0
 PQ0539
 PQ0539.The horizontal coordinates were scaled from a topographic map and have
 PQ0539.an estimated accuracy of +/- 6 seconds.
 PQ0539
 PQ0539.The orthometric height was determined by differential leveling
 PQ0539.and adjusted by the National Geodetic Survey in June 1991..
 PQ0539
 PQ0539.The geoid height was determined by GEOID03.
 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     -   316,970.      656,390.      MT  (+/- 180 meters Scaled)
 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: 15TTK775799(NAD 83)
 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 SUITABLE FOR
 PQ0539+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1998
 PQ0539
 PQ0539  HISTORY     - Date     Condition        Report By
 PQ0539  HISTORY     - 1974     MONUMENTED       MNDT
 PQ0539  HISTORY     - 1975     GOOD             MNDT
 PQ0539  HISTORY     - 19980826 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0538 ***********************************************************************
 PQ0538  DESIGNATION -  3706 G
 PQ0538  PID         -  PQ0538
 PQ0538  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0538  USGS QUAD   -  CLARKFIELD NE (1965)
 PQ0538
 PQ0538                         *CURRENT SURVEY CONTROL
 PQ0538  ___________________________________________________________________
 PQ0538* NAD 83(1986)-  44 56 05.     (N)    095 50 21.     (W)     SCALED    
 PQ0538* NAVD 88     -       313.652  (meters)    1029.04   (feet)  ADJUSTED  
 PQ0538  ___________________________________________________________________
 PQ0538  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 PQ0538  DYNAMIC HT  -         313.628 (meters)    1028.96  (feet)  COMP
 PQ0538  MODELED GRAV-     980,530.2   (mgal)                       NAVD 88
 PQ0538
 PQ0538  VERT ORDER  -  SECOND    CLASS 0
 PQ0538
 PQ0538.The horizontal coordinates were scaled from a topographic map and have
 PQ0538.an estimated accuracy of +/- 6 seconds.
 PQ0538
 PQ0538.The orthometric height was determined by differential leveling
 PQ0538.and adjusted by the National Geodetic Survey in June 1991..
 PQ0538
 PQ0538.The geoid height was determined by GEOID03.
 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     -   316,610.      654,840.      MT  (+/- 180 meters Scaled)
 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: 15TTK759796(NAD 83)
 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 = OCTOBER  6, 2006
 PQ0536 ***********************************************************************
 PQ0536  DESIGNATION -  3706 H
 PQ0536  PID         -  PQ0536
 PQ0536  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0536  USGS QUAD   -  CLARKFIELD NE (1965)
 PQ0536
 PQ0536                         *CURRENT SURVEY CONTROL
 PQ0536  ___________________________________________________________________
 PQ0536* NAD 83(1996)-  44 56 05.85397(N)    095 51 32.69142(W)     ADJUSTED  
 PQ0536* NAVD 88     -       316.318  (meters)    1037.79   (feet)  ADJUSTED  
 PQ0536  ___________________________________________________________________
 PQ0536  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 PQ0536  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 PQ0536  DYNAMIC HT  -         316.293 (meters)    1037.70  (feet)  COMP
 PQ0536  MODELED GRAV-     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
 PQ0536.and adjusted by the National Geodetic Survey in February 2000..
 PQ0536
 PQ0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0536
 PQ0536.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ0536;SPC MN S     -   316,667.667   653,271.503   MT  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) UNKNOWN     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: 15TTK7440679702(NAD 83)
 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 = OCTOBER  6, 2006
 PQ0534 ***********************************************************************
 PQ0534  DESIGNATION -  3706 J
 PQ0534  PID         -  PQ0534
 PQ0534  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0534  USGS QUAD   -  TENMILE LAKE (1965)
 PQ0534
 PQ0534                         *CURRENT SURVEY CONTROL
 PQ0534  ___________________________________________________________________
 PQ0534* NAD 83(1996)-  44 56 01.33231(N)    095 54 02.68715(W)     ADJUSTED  
 PQ0534* NAVD 88     -       314.544  (meters)    1031.97   (feet)  ADJUSTED  
 PQ0534  ___________________________________________________________________
 PQ0534  X           -    -464,989.428 (meters)                     COMP
 PQ0534  Y           -  -4,499,036.452 (meters)                     COMP
 PQ0534  Z           -   4,482,339.357 (meters)                     COMP
 PQ0534  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 PQ0534  ELLIP HEIGHT-         288.34  (meters)          (06/12/06) GPS OBS
 PQ0534  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 PQ0534  DYNAMIC HT  -         314.519 (meters)    1031.88  (feet)  COMP
 PQ0534  MODELED GRAV-     980,526.8   (mgal)                       NAVD 88
 PQ0534
 PQ0534  HORZ ORDER  -  FIRST
 PQ0534  VERT ORDER  -  SECOND    CLASS 0
 PQ0534  ELLP ORDER  -  THIRD     CLASS II
 PQ0534
 PQ0534.The horizontal coordinates were established by GPS observations
 PQ0534.and adjusted by the MN DEPT OF TRANSP in June 2006..
 PQ0534
 PQ0534.The orthometric height was determined by differential leveling
 PQ0534.and adjusted by the National Geodetic Survey in June 1991..
 PQ0534
 PQ0534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0534
 PQ0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0534
 PQ0534.The ellipsoidal height was determined by GPS observations
 PQ0534.and is referenced to NAD 83.
 PQ0534
 PQ0534.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ0534;SPC MN S     -   316,603.757   649,980.384   MT  0.99995046   -1 19 56.2
 PQ0534;UTM  15      - 4,979,679.727   271,112.961   MT  1.00024425   -2 02 58.7
 PQ0534
 PQ0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0534!SPC MN S     -   0.99995479  x   0.99995046  =   0.99990526
 PQ0534!UTM  15      -   0.99995479  x   1.00024425  =   1.00019903
 PQ0534
 PQ0534                          SUPERSEDED SURVEY CONTROL
 PQ0534
 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: 15TTK7111379680(NAD 83)
 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 - September 26, 2005
 PQ0534_ROD/PIPE-DEPTH:  7.3 meters
 PQ0534
 PQ0534  HISTORY     - Date     Condition        Report By
 PQ0534  HISTORY     - 1974     MONUMENTED       MNHD
 PQ0534  HISTORY     - 1975     GOOD             MNDT
 PQ0534  HISTORY     - 19980828 GOOD             NGS
 PQ0534  HISTORY     - 20050926 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0533 ***********************************************************************
 PQ0533  DESIGNATION -  3706 K
 PQ0533  PID         -  PQ0533
 PQ0533  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0533  USGS QUAD   -  TENMILE LAKE (1965)
 PQ0533
 PQ0533                         *CURRENT SURVEY CONTROL
 PQ0533  ___________________________________________________________________
 PQ0533* NAD 83(1996)-  44 56 11.50297(N)    095 55 13.85088(W)     ADJUSTED  
 PQ0533* NAVD 88     -       319.474  (meters)    1048.14   (feet)  ADJUSTED  
 PQ0533  ___________________________________________________________________
 PQ0533  X           -    -466,519.107 (meters)                     COMP
 PQ0533  Y           -  -4,498,658.668 (meters)                     COMP
 PQ0533  Z           -   4,482,565.128 (meters)                     COMP
 PQ0533  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 PQ0533  ELLIP HEIGHT-         293.30  (meters)          (06/12/06) GPS OBS
 PQ0533  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 PQ0533  DYNAMIC HT  -         319.447 (meters)    1048.05  (feet)  COMP
 PQ0533  MODELED GRAV-     980,526.3   (mgal)                       NAVD 88
 PQ0533
 PQ0533  HORZ ORDER  -  FIRST
 PQ0533  VERT ORDER  -  SECOND    CLASS 0
 PQ0533  ELLP ORDER  -  THIRD     CLASS II
 PQ0533
 PQ0533.The horizontal coordinates were established by GPS observations
 PQ0533.and adjusted by the MN DEPT OF TRANSP in June 2006..
 PQ0533
 PQ0533.The orthometric height was determined by differential leveling
 PQ0533.and adjusted by the National Geodetic Survey in June 1991..
 PQ0533
 PQ0533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0533
 PQ0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0533
 PQ0533.The ellipsoidal height was determined by GPS observations
 PQ0533.and is referenced to NAD 83.
 PQ0533
 PQ0533.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ0533;SPC MN S     -   316,954.087   648,427.846   MT  0.99995084   -1 20 46.1
 PQ0533;UTM  15      - 4,980,049.580   269,564.470   MT  1.00025300   -2 03 49.4
 PQ0533;UTM  14      - 4,980,513.895   742,978.815   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  =   1.00020700
 PQ0533!UTM  14      -   0.99995402  x   1.00032603  =   1.00028003
 PQ0533
 PQ0533                          SUPERSEDED SURVEY CONTROL
 PQ0533
 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: 15TTK6956480050(NAD 83)
 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 = OCTOBER  6, 2006
 PQ0532 ***********************************************************************
 PQ0532  DESIGNATION -  3706 L
 PQ0532  PID         -  PQ0532
 PQ0532  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0532  USGS QUAD   -  TENMILE LAKE (1965)
 PQ0532
 PQ0532                         *CURRENT SURVEY CONTROL
 PQ0532  ___________________________________________________________________
 PQ0532* NAD 83(1996)-  44 56 00.90646(N)    095 56 27.75350(W)     ADJUSTED  
 PQ0532* NAVD 88     -       316.028  (meters)    1036.84   (feet)  ADJUSTED  
 PQ0532  ___________________________________________________________________
 PQ0532  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 PQ0532  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 PQ0532  DYNAMIC HT  -         316.002 (meters)    1036.75  (feet)  COMP
 PQ0532  MODELED GRAV-     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
 PQ0532.and adjusted by the National Geodetic Survey in February 2000..
 PQ0532
 PQ0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0532
 PQ0532.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ0532;SPC MN S     -   316,665.354   646,800.217   MT  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     -   0.99995455  x   0.99995045  =   0.99990501
 PQ0532!UTM  15      -   0.99995455  x   1.00026228  =   1.00021682
 PQ0532!UTM  14      -   0.99995455  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) UNKNOWN     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: 15TTK6793379781(NAD 83)
 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 = OCTOBER  6, 2006
 PQ0531 ***********************************************************************
 PQ0531  DESIGNATION -  3706 M
 PQ0531  PID         -  PQ0531
 PQ0531  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0531  USGS QUAD   -  TENMILE LAKE (1965)
 PQ0531
 PQ0531                         *CURRENT SURVEY CONTROL
 PQ0531  ___________________________________________________________________
 PQ0531* NAD 83(1986)-  44 56 17.     (N)    095 57 42.     (W)     SCALED    
 PQ0531* NAVD 88     -       316.959  (meters)    1039.89   (feet)  ADJUSTED  
 PQ0531  ___________________________________________________________________
 PQ0531  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 PQ0531  DYNAMIC HT  -         316.933 (meters)    1039.80  (feet)  COMP
 PQ0531  MODELED GRAV-     980,524.6   (mgal)                       NAVD 88
 PQ0531
 PQ0531  VERT ORDER  -  FIRST     CLASS II
 PQ0531
 PQ0531.The horizontal coordinates were scaled from a topographic map and have
 PQ0531.an estimated accuracy of +/- 6 seconds.
 PQ0531
 PQ0531.The orthometric height was determined by differential leveling
 PQ0531.and adjusted by the National Geodetic Survey in February 2000..
 PQ0531
 PQ0531.The geoid height was determined by GEOID03.
 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     -   317,200.      645,190.      MT  (+/- 180 meters Scaled)
 PQ0531
 PQ0531                          SUPERSEDED SURVEY CONTROL
 PQ0531
 PQ0531  NAVD 88 (06/15/91)  316.967  (m)         1039.92   (f) UNKNOWN     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: 15TTK663803(NAD 83)
 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 = OCTOBER  6, 2006
 PQ0528 ***********************************************************************
 PQ0528  DESIGNATION -  3706 N
 PQ0528  PID         -  PQ0528
 PQ0528  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0528  USGS QUAD   -  TENMILE LAKE (1965)
 PQ0528
 PQ0528                         *CURRENT SURVEY CONTROL
 PQ0528  ___________________________________________________________________
 PQ0528* NAD 83(1986)-  44 56 06.     (N)    095 58 43.     (W)     SCALED    
 PQ0528* NAVD 88     -       317.404  (meters)    1041.35   (feet)  ADJUSTED  
 PQ0528  ___________________________________________________________________
 PQ0528  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 PQ0528  DYNAMIC HT  -         317.377 (meters)    1041.26  (feet)  COMP
 PQ0528  MODELED GRAV-     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
 PQ0528.and adjusted by the National Geodetic Survey in June 1991..
 PQ0528
 PQ0528.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PR0648 ***********************************************************************
 PR0648  DESIGNATION -  3706 P
 PR0648  PID         -  PR0648
 PR0648  STATE/COUNTY-  MN/LAC QUI PARLE
 PR0648  USGS QUAD   -  DAWSON (1967)
 PR0648
 PR0648                         *CURRENT SURVEY CONTROL
 PR0648  ___________________________________________________________________
 PR0648* NAD 83(1996)-  44 56 07.32620(N)    096 00 04.61855(W)     ADJUSTED  
 PR0648* NAVD 88     -       319.580  (meters)    1048.49   (feet)  ADJUSTED  
 PR0648  ___________________________________________________________________
 PR0648  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 PR0648  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 PR0648  DYNAMIC HT  -         319.552 (meters)    1048.40  (feet)  COMP
 PR0648  MODELED GRAV-     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
 PR0648.and adjusted by the National Geodetic Survey in February 2000..
 PR0648
 PR0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 PR0648
 PR0648.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PR0648;SPC MN S     -   316,978.111   642,051.446   MT  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     -   0.99995399  x   0.99995068  =   0.99990467
 PR0648!UTM  14      -   0.99995399  x   1.00028847  =   1.00024245
 PR0648!UTM  15      -   0.99995399  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)  319.591  (m)         1048.52   (f) UNKNOWN     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: 14TQQ3661180146(NAD 83)
 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 = OCTOBER  6, 2006
 PR0664 ***********************************************************************
 PR0664  DESIGNATION -  3706 Q
 PR0664  PID         -  PR0664
 PR0664  STATE/COUNTY-  MN/LAC QUI PARLE
 PR0664  USGS QUAD   -  DAWSON (1967)
 PR0664
 PR0664                         *CURRENT SURVEY CONTROL
 PR0664  ___________________________________________________________________
 PR0664* NAD 83(1986)-  44 56 09.     (N)    096 01 31.     (W)     SCALED    
 PR0664* NAVD 88     -       317.884  (meters)    1042.92   (feet)  ADJUSTED  
 PR0664  ___________________________________________________________________
 PR0664  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 PR0664  DYNAMIC HT  -         317.856 (meters)    1042.83  (feet)  COMP
 PR0664  MODELED GRAV-     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
 PR0664.and adjusted by the National Geodetic Survey in June 1991..
 PR0664
 PR0664.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PR0665 ***********************************************************************
 PR0665  DESIGNATION -  3706 R
 PR0665  PID         -  PR0665
 PR0665  STATE/COUNTY-  MN/LAC QUI PARLE
 PR0665  USGS QUAD   -  DAWSON (1967)
 PR0665
 PR0665                         *CURRENT SURVEY CONTROL
 PR0665  ___________________________________________________________________
 PR0665* NAD 83(1996)-  44 56 06.94611(N)    096 02 45.75356(W)     ADJUSTED  
 PR0665* NAVD 88     -       321.389  (meters)    1054.42   (feet)  ADJUSTED  
 PR0665  ___________________________________________________________________
 PR0665  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 PR0665  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 PR0665  DYNAMIC HT  -         321.361 (meters)    1054.33  (feet)  COMP
 PR0665  MODELED GRAV-     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
 PR0665.and adjusted by the National Geodetic Survey in February 2000..
 PR0665
 PR0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 PR0665
 PR0665.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PR0665;SPC MN S     -   317,053.837   638,519.282   MT  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     -   0.99995370  x   0.99995067  =   0.99990438
 PR0665!UTM  14      -   0.99995370  x   1.00026807  =   1.00022176
 PR0665!UTM  15      -   0.99995370  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) UNKNOWN     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: 14TQQ3307980005(NAD 83)
 PR0665_MARKER: DV = VERTICAL CONTROL DISK
 PR0665_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0665_SP_SET: HEADWALL
 PR0665_STAMPING: 3706 R 1974
 PR0665_MARK LOGO: MNHD  
 PR0665_PROJECTION: FLUSH
 PR0665_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0665+STABILITY: SURFACE MOTION
 PR0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0665+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1998
 PR0665
 PR0665  HISTORY     - Date     Condition        Report By
 PR0665  HISTORY     - 1974     MONUMENTED       MNDT
 PR0665  HISTORY     - 19980828 GOOD             NGS
 PR0665
 PR0665                          STATION DESCRIPTION
 PR0665
 PR0665'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PR0656 ***********************************************************************
 PR0656  DESIGNATION -  3706 S
 PR0656  PID         -  PR0656
 PR0656  STATE/COUNTY-  MN/LAC QUI PARLE
 PR0656  USGS QUAD   -  DAWSON (1967)
 PR0656
 PR0656                         *CURRENT SURVEY CONTROL
 PR0656  ___________________________________________________________________
 PR0656* NAD 83(1986)-  44 55 58.     (N)    096 03 19.     (W)     SCALED    
 PR0656* NAVD 88     -       319.089  (meters)    1046.88   (feet)  ADJUSTED  
 PR0656  ___________________________________________________________________
 PR0656  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 PR0656  DYNAMIC HT  -         319.061 (meters)    1046.79  (feet)  COMP
 PR0656  MODELED GRAV-     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
 PR0656.and adjusted by the National Geodetic Survey in June 1991..
 PR0656
 PR0656.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF5928 ***********************************************************************
 DF5928  DESIGNATION -  38
 DF5928  PID         -  DF5928
 DF5928  STATE/COUNTY-  MN/PINE
 DF5928  USGS QUAD   -  WILBUR LAKE (1981)
 DF5928
 DF5928                         *CURRENT SURVEY CONTROL
 DF5928  ___________________________________________________________________
 DF5928* NAD 83(1996)-  46 04 12.39687(N)    092 31 38.55588(W)     ADJUSTED  
 DF5928* NAVD 88     -       316.9    (meters)    1040.     (feet)  GPS OBS   
 DF5928  ___________________________________________________________________
 DF5928  X           -    -195,476.991 (meters)                     COMP
 DF5928  Y           -  -4,428,600.476 (meters)                     COMP
 DF5928  Z           -   4,570,866.644 (meters)                     COMP
 DF5928  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 DF5928  ELLIP HEIGHT-         290.39  (meters)          (05/27/03) GPS OBS
 DF5928  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DF5928
 DF5928  HORZ ORDER  -  FIRST
 DF5928  ELLP ORDER  -  THIRD     CLASS I
 DF5928
 DF5928.The horizontal coordinates were established by GPS observations
 DF5928.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5928
 DF5928.The orthometric height was determined by GPS observations and a
 DF5928.high-resolution geoid model.
 DF5928
 DF5928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5928
 DF5928.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5928
 DF5928.The ellipsoidal height was determined by GPS observations
 DF5928.and is referenced to NAD 83.
 DF5928
 DF5928.The geoid height was determined by GEOID03.
 DF5928
 DF5928;                    North         East     Units Scale Factor Converg.
 DF5928;SPC MN C     -   220,387.467   933,251.969   MT  0.99993265   +1 14 46.1
 DF5928;UTM  15      - 5,101,945.837   536,550.056   MT  0.99961642   +0 20 25.4
 DF5928
 DF5928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5928!SPC MN C     -   0.99995448  x   0.99993265  =   0.99988713
 DF5928!UTM  15      -   0.99995448  x   0.99961642  =   0.99957092
 DF5928
 DF5928                          SUPERSEDED SURVEY CONTROL
 DF5928
 DF5928.No superseded survey control is available for this station.
 DF5928
 DF5928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3655001946(NAD 83)
 DF5928_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5928_STAMPING: NO 38
 DF5928_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5928+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5928
 DF5928  HISTORY     - Date     Condition        Report By
 DF5928  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0647 ***********************************************************************
 PP0647  DESIGNATION -  38 001
 PP0647  PID         -  PP0647
 PP0647  STATE/COUNTY-  MN/DAKOTA
 PP0647  USGS QUAD   -  COATES (1993)
 PP0647
 PP0647                         *CURRENT SURVEY CONTROL
 PP0647  ___________________________________________________________________
 PP0647* NAD 83(1986)-  44 44 46.     (N)    093 01 41.     (W)     SCALED    
 PP0647* NAVD 88     -       258.385  (meters)     847.72   (feet)  ADJUSTED  
 PP0647  ___________________________________________________________________
 PP0647  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 PP0647  DYNAMIC HT  -         258.368 (meters)     847.66  (feet)  COMP
 PP0647  MODELED GRAV-     980,543.3   (mgal)                       NAVD 88
 PP0647
 PP0647  VERT ORDER  -  SECOND    CLASS 0
 PP0647
 PP0647.The horizontal coordinates were scaled from a topographic map and have
 PP0647.an estimated accuracy of +/- 6 seconds.
 PP0647
 PP0647.The orthometric height was determined by differential leveling
 PP0647.and adjusted by the National Geodetic Survey in June 1991..
 PP0647
 PP0647.The geoid height was determined by GEOID03.
 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     -   294,470.      876,970.      MT  (+/- 180 meters Scaled)
 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: 15TVK977547(NAD 83)
 PP0647_MARKER: DD = SURVEY DISK
 PP0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 PP0646 ***********************************************************************
 PP0646  DESIGNATION -  38 002
 PP0646  PID         -  PP0646
 PP0646  STATE/COUNTY-  MN/DAKOTA
 PP0646  USGS QUAD   -  COATES (1993)
 PP0646
 PP0646                         *CURRENT SURVEY CONTROL
 PP0646  ___________________________________________________________________
 PP0646* NAD 83(1986)-  44 44 45.     (N)    093 00 57.     (W)     SCALED    
 PP0646* NAVD 88     -       252.558  (meters)     828.60   (feet)  ADJUSTED  
 PP0646  ___________________________________________________________________
 PP0646  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 PP0646  DYNAMIC HT  -         252.541 (meters)     828.54  (feet)  COMP
 PP0646  MODELED GRAV-     980,541.8   (mgal)                       NAVD 88
 PP0646
 PP0646  VERT ORDER  -  SECOND    CLASS 0
 PP0646
 PP0646.The horizontal coordinates were scaled from a topographic map and have
 PP0646.an estimated accuracy of +/- 6 seconds.
 PP0646
 PP0646.The orthometric height was determined by differential leveling
 PP0646.and adjusted by the National Geodetic Survey in June 1991..
 PP0646
 PP0646.The geoid height was determined by GEOID03.
 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     -   294,450.      877,930.      MT  (+/- 180 meters Scaled)
 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: 15TVK987547(NAD 83)
 PP0646_MARKER: DD = SURVEY DISK
 PP0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 PP0645 ***********************************************************************
 PP0645  DESIGNATION -  38 003
 PP0645  PID         -  PP0645
 PP0645  STATE/COUNTY-  MN/DAKOTA
 PP0645  USGS QUAD   -  COATES (1993)
 PP0645
 PP0645                         *CURRENT SURVEY CONTROL
 PP0645  ___________________________________________________________________
 PP0645* NAD 83(1986)-  44 44 39.     (N)    093 00 10.     (W)     SCALED    
 PP0645* NAVD 88     -       260.342  (meters)     854.14   (feet)  ADJUSTED  
 PP0645  ___________________________________________________________________
 PP0645  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 PP0645  DYNAMIC HT  -         260.324 (meters)     854.08  (feet)  COMP
 PP0645  MODELED GRAV-     980,539.1   (mgal)                       NAVD 88
 PP0645
 PP0645  VERT ORDER  -  SECOND    CLASS 0
 PP0645
 PP0645.The horizontal coordinates were scaled from a topographic map and have
 PP0645.an estimated accuracy of +/- 6 seconds.
 PP0645
 PP0645.The orthometric height was determined by differential leveling
 PP0645.and adjusted by the National Geodetic Survey in June 1991..
 PP0645
 PP0645.The geoid height was determined by GEOID03.
 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     -   294,280.      878,970.      MT  (+/- 180 meters Scaled)
 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: 15TVK997545(NAD 83)
 PP0645_MARKER: DD = SURVEY DISK
 PP0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 QO0506 ***********************************************************************
 QO0506  DESIGNATION -  38 BOLT
 QO0506  PID         -  QO0506
 QO0506  STATE/COUNTY-  MN/RAMSEY
 QO0506  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0506
 QO0506                         *CURRENT SURVEY CONTROL
 QO0506  ___________________________________________________________________
 QO0506* NAD 83(1986)-  45 04 03.     (N)    093 01 39.     (W)     SCALED    
 QO0506* NAVD 88     -       282.04   (+/-2cm)     925.3    (feet)  VERTCON   
 QO0506  ___________________________________________________________________
 QO0506  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 QO0506
 QO0506  VERT ORDER  -  ? (See Below)
 QO0506
 QO0506.The horizontal coordinates were scaled from a topographic map and have
 QO0506.an estimated accuracy of +/- 6 seconds.
 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.The vertical order pertains to the NGVD 29 superseded value.
 QO0506
 QO0506.The geoid height was determined by GEOID03.
 QO0506
 QO0506;                    North         East    Units  Estimated Accuracy
 QO0506;SPC MN S     -   330,180.      876,580.      MT  (+/- 180 meters Scaled)
 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: 15TVK978904(NAD 83)
 QO0506_MARKER: B = BOLT
 QO0506_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QO0506_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0506_STAMPING: UNSTAMPED
 QO0506_MARK LOGO: MRC   
 QO0506_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0507 ***********************************************************************
 QO0507  DESIGNATION -  38 CAP
 QO0507  PID         -  QO0507
 QO0507  STATE/COUNTY-  MN/RAMSEY
 QO0507  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0507
 QO0507                         *CURRENT SURVEY CONTROL
 QO0507  ___________________________________________________________________
 QO0507* NAD 83(1986)-  45 04 04.     (N)    093 01 39.     (W)     SCALED    
 QO0507* NAVD 88     -       283.26   (+/-2cm)     929.3    (feet)  VERTCON   
 QO0507  ___________________________________________________________________
 QO0507  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 QO0507
 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.The vertical order pertains to the NGVD 29 superseded value.
 QO0507
 QO0507.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6949 ***********************************************************************
 DF6949  DESIGNATION -  38 DWB
 DF6949  PID         -  DF6949
 DF6949  STATE/COUNTY-  MN/JACKSON
 DF6949  USGS QUAD   -  JACKSON (1970)
 DF6949
 DF6949                         *CURRENT SURVEY CONTROL
 DF6949  ___________________________________________________________________
 DF6949* NAD 83(1996)-  43 30 07.52474(N)    094 59 37.91527(W)     ADJUSTED  
 DF6949* NAVD 88     -       438.6    (meters)    1439.     (feet)  GPS OBS   
 DF6949  ___________________________________________________________________
 DF6949  X           -    -403,388.085 (meters)                     COMP
 DF6949  Y           -  -4,616,439.766 (meters)                     COMP
 DF6949  Z           -   4,368,412.987 (meters)                     COMP
 DF6949  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 DF6949  ELLIP HEIGHT-         410.78  (meters)          (08/07/03) GPS OBS
 DF6949  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DF6949
 DF6949  HORZ ORDER  -  FIRST
 DF6949  ELLP ORDER  -  THIRD     CLASS I
 DF6949
 DF6949.The horizontal coordinates were established by GPS observations
 DF6949.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6949
 DF6949.The orthometric height was determined by GPS observations and a
 DF6949.high-resolution geoid model.
 DF6949
 DF6949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6949
 DF6949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6949
 DF6949.The ellipsoidal height was determined by GPS observations
 DF6949.and is referenced to NAD 83.
 DF6949
 DF6949.The geoid height was determined by GEOID03.
 DF6949
 DF6949;                    North         East     Units Scale Factor Converg.
 DF6949;SPC MN S     -   156,278.667   719,618.375   MT  1.00007279   -0 41 47.9
 DF6949;UTM  15      - 4,818,504.584   338,811.102   MT  0.99991960   -1 22 22.2
 DF6949
 DF6949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6949!SPC MN S     -   0.99993559  x   1.00007279  =   1.00000837
 DF6949!UTM  15      -   0.99993559  x   0.99991960  =   0.99985519
 DF6949
 DF6949                          SUPERSEDED SURVEY CONTROL
 DF6949
 DF6949.No superseded survey control is available for this station.
 DF6949
 DF6949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3881118505(NAD 83)
 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 = OCTOBER  6, 2006
 SH0596 ***********************************************************************
 SH0596  DESIGNATION -  3806 D
 SH0596  PID         -  SH0596
 SH0596  STATE/COUNTY-  MN/LAKE
 SH0596  USGS QUAD   -  SPLIT ROCK POINT (1976)
 SH0596
 SH0596                         *CURRENT SURVEY CONTROL
 SH0596  ___________________________________________________________________
 SH0596* NAD 83(1986)-  47 09 57.     (N)    091 25 38.     (W)     SCALED    
 SH0596* NAVD 88     -       197.016  (meters)     646.38   (feet)  ADJUSTED  
 SH0596  ___________________________________________________________________
 SH0596  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 SH0596  DYNAMIC HT  -         197.049 (meters)     646.48  (feet)  COMP
 SH0596  MODELED GRAV-     980,779.9   (mgal)                       NAVD 88
 SH0596
 SH0596  VERT ORDER  -  FIRST     CLASS II
 SH0596
 SH0596.The horizontal coordinates were scaled from a topographic map and have
 SH0596.an estimated accuracy of +/- 6 seconds.
 SH0596
 SH0596.The orthometric height was determined by differential leveling
 SH0596.and adjusted by the National Geodetic Survey in June 1991..
 SH0596
 SH0596.The geoid height was determined by GEOID03.
 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     -   175,400.      926,820.      MT  (+/- 180 meters Scaled)
 SH0596
 SH0596                          SUPERSEDED SURVEY CONTROL
 SH0596
 SH0596.No superseded survey control is available for this station.
 SH0596
 SH0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN192247(NAD 83)
 SH0596_MARKER: DB = BENCH MARK DISK
 SH0596_SETTING: 66 = SET IN ROCK OUTCROP
 SH0596_SP_SET: ROCK OUTCROP
 SH0596_STAMPING: 3806 D 1971
 SH0596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SH0596+STABILITY: POSITION/ELEVATION WELL
 SH0596
 SH0596  HISTORY     - Date     Condition        Report By
 SH0596  HISTORY     - 1971     MONUMENTED       MNDT
 SH0596  HISTORY     - 1979     GOOD             NGS
 SH0596  HISTORY     - 19910425 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SH0758 ***********************************************************************
 SH0758  DESIGNATION -  3806 G
 SH0758  PID         -  SH0758
 SH0758  STATE/COUNTY-  MN/LAKE
 SH0758  USGS QUAD   -  SPLIT ROCK POINT (1976)
 SH0758
 SH0758                         *CURRENT SURVEY CONTROL
 SH0758  ___________________________________________________________________
 SH0758* NAD 83(1996)-  47 11 22.17563(N)    091 23 42.90586(W)     ADJUSTED  
 SH0758* NAVD 88     -       214.78   (+/-2cm)     704.7    (feet)  VERTCON   
 SH0758  ___________________________________________________________________
 SH0758  LAPLACE CORR-         -13.71  (seconds)                    DEFLEC99
 SH0758  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 SH0758
 SH0758  HORZ ORDER  -  THIRD
 SH0758  VERT ORDER  -  THIRD ? (See Below)
 SH0758
 SH0758.The horizontal coordinates were established by classical geodetic methods
 SH0758.and adjusted by the National Geodetic Survey in March 1999..
 SH0758.No horizontal observational check was made to the station.
 SH0758
 SH0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 SH0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SH0758.The vertical order pertains to the NGVD 29 superseded value.
 SH0758
 SH0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 SH0758
 SH0758.The geoid height was determined by GEOID03.
 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;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     -   0.99997092  x   0.99996590  =   0.99993683
 SH0758!UTM  15      -   0.99997092  x   0.99978163  =   0.99975256
 SH0758
 SH0758                          SUPERSEDED SURVEY CONTROL
 SH0758
 SH0758  NAD 83(1996)-  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: 15TXN2156927471(NAD 83)
 SH0758_MARKER: DB = BENCH MARK DISK
 SH0758_SETTING: 66 = SET IN ROCK OUTCROP
 SH0758
 SH0758  HISTORY     - Date     Condition        Report By
 SH0758  HISTORY     - 1977     MONUMENTED       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)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SH0598 ***********************************************************************
 SH0598  DESIGNATION -  3806 H
 SH0598  PID         -  SH0598
 SH0598  STATE/COUNTY-  MN/LAKE
 SH0598  USGS QUAD   -  SPLIT ROCK POINT (1976)
 SH0598
 SH0598                         *CURRENT SURVEY CONTROL
 SH0598  ___________________________________________________________________
 SH0598* NAD 83(1986)-  47 11 42.     (N)    091 23 14.     (W)     SCALED    
 SH0598* NAVD 88     -       225.696  (meters)     740.47   (feet)  ADJUSTED  
 SH0598  ___________________________________________________________________
 SH0598  GEOID HEIGHT-         -29.29  (meters)                     GEOID03
 SH0598  DYNAMIC HT  -         225.733 (meters)     740.59  (feet)  COMP
 SH0598  MODELED GRAV-     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
 SH0598.and adjusted by the National Geodetic Survey in June 1991..
 SH0598
 SH0598.The geoid height was determined by GEOID03.
 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_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_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       MNDT
 SH0598  HISTORY     - 1979     GOOD             NGS
 SH0598  HISTORY     - 19910423 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SH0604 ***********************************************************************
 SH0604  DESIGNATION -  3806 Q
 SH0604  PID         -  SH0604
 SH0604  STATE/COUNTY-  MN/LAKE
 SH0604  USGS QUAD   -  SPLIT ROCK POINT NE (1970)
 SH0604
 SH0604                         *CURRENT SURVEY CONTROL
 SH0604  ___________________________________________________________________
 SH0604* NAD 83(1986)-  47 14 00.     (N)    091 19 55.     (W)     SCALED    
 SH0604* NAVD 88     -       212.322  (meters)     696.59   (feet)  ADJUSTED  
 SH0604  ___________________________________________________________________
 SH0604  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 SH0604  DYNAMIC HT  -         212.359 (meters)     696.71  (feet)  COMP
 SH0604  MODELED GRAV-     980,781.4   (mgal)                       NAVD 88
 SH0604
 SH0604  VERT ORDER  -  FIRST     CLASS II
 SH0604
 SH0604.The horizontal coordinates were scaled from a topographic map and have
 SH0604.an estimated accuracy of +/- 6 seconds.
 SH0604
 SH0604.The orthometric height was determined by differential leveling
 SH0604.and adjusted by the National Geodetic Survey in June 1991..
 SH0604
 SH0604.The geoid height was determined by GEOID03.
 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     -   183,060.      933,870.      MT  (+/- 180 meters Scaled)
 SH0604
 SH0604                          SUPERSEDED SURVEY CONTROL
 SH0604
 SH0604.No superseded survey control is available for this station.
 SH0604
 SH0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN262324(NAD 83)
 SH0604_MARKER: DB = BENCH MARK DISK
 SH0604_SETTING: 66 = SET IN ROCK OUTCROP
 SH0604_SP_SET: ROCK OUTCROP
 SH0604_STAMPING: 3806 Q 1971
 SH0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SH0604+STABILITY: POSITION/ELEVATION WELL
 SH0604
 SH0604  HISTORY     - Date     Condition        Report By
 SH0604  HISTORY     - 1971     MONUMENTED       MNDT
 SH0604  HISTORY     - 1979     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SH0612 ***********************************************************************
 SH0612  DESIGNATION -  3807 B
 SH0612  PID         -  SH0612
 SH0612  STATE/COUNTY-  MN/LAKE
 SH0612  USGS QUAD   -  SILVER BAY (1985)
 SH0612
 SH0612                         *CURRENT SURVEY CONTROL
 SH0612  ___________________________________________________________________
 SH0612* NAD 83(1986)-  47 16 54.     (N)    091 16 13.     (W)     SCALED    
 SH0612* NAVD 88     -       209.576  (meters)     687.58   (feet)  ADJUSTED  
 SH0612  ___________________________________________________________________
 SH0612  GEOID HEIGHT-         -29.32  (meters)                     GEOID03
 SH0612  DYNAMIC HT  -         209.613 (meters)     687.71  (feet)  COMP
 SH0612  MODELED GRAV-     980,783.1   (mgal)                       NAVD 88
 SH0612
 SH0612  VERT ORDER  -  FIRST     CLASS II
 SH0612
 SH0612.The horizontal coordinates were scaled from a topographic map and have
 SH0612.an estimated accuracy of +/- 6 seconds.
 SH0612
 SH0612.The orthometric height was determined by differential leveling
 SH0612.and adjusted by the National Geodetic Survey in June 1991..
 SH0612
 SH0612.The geoid height was determined by GEOID03.
 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     -   188,540.      938,410.      MT  (+/- 180 meters Scaled)
 SH0612
 SH0612                          SUPERSEDED SURVEY CONTROL
 SH0612
 SH0612.No superseded survey control is available for this station.
 SH0612
 SH0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN308379(NAD 83)
 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: MNDT  
 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 - December 12, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5929 ***********************************************************************
 DF5929  DESIGNATION -  39
 DF5929  PID         -  DF5929
 DF5929  STATE/COUNTY-  MN/PINE
 DF5929  USGS QUAD   -  DANBURY WEST (1983)
 DF5929
 DF5929                         *CURRENT SURVEY CONTROL
 DF5929  ___________________________________________________________________
 DF5929* NAD 83(1996)-  46 05 04.40504(N)    092 25 58.73330(W)     ADJUSTED  
 DF5929* NAVD 88     -       305.9    (meters)    1004.     (feet)  GPS OBS   
 DF5929  ___________________________________________________________________
 DF5929  X           -    -188,131.159 (meters)                     COMP
 DF5929  Y           -  -4,427,753.343 (meters)                     COMP
 DF5929  Z           -   4,571,972.768 (meters)                     COMP
 DF5929  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 DF5929  ELLIP HEIGHT-         279.50  (meters)          (05/27/03) GPS OBS
 DF5929  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 DF5929
 DF5929  HORZ ORDER  -  FIRST
 DF5929  ELLP ORDER  -  THIRD     CLASS I
 DF5929
 DF5929.The horizontal coordinates were established by GPS observations
 DF5929.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5929
 DF5929.The orthometric height was determined by GPS observations and a
 DF5929.high-resolution geoid model.
 DF5929
 DF5929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5929
 DF5929.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5929
 DF5929.The ellipsoidal height was determined by GPS observations
 DF5929.and is referenced to NAD 83.
 DF5929
 DF5929.The geoid height was determined by GEOID03.
 DF5929
 DF5929;                    North         East     Units Scale Factor Converg.
 DF5929;SPC MN C     -   222,155.887   940,515.741   MT  0.99993152   +1 18 51.9
 DF5929;UTM  15      - 5,103,598.684   543,838.602   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  =   0.99957982
 DF5929
 DF5929                          SUPERSEDED SURVEY CONTROL
 DF5929
 DF5929.No superseded survey control is available for this station.
 DF5929
 DF5929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4383903599(NAD 83)
 DF5929_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5929_STAMPING: NO 39
 DF5929_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5929+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5929
 DF5929  HISTORY     - Date     Condition        Report By
 DF5929  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5408 ***********************************************************************
 DG5408  DESIGNATION -  39 DRL
 DG5408  PID         -  DG5408
 DG5408  STATE/COUNTY-  MN/TODD
 DG5408  USGS QUAD   -  WEST UNION (1966)
 DG5408
 DG5408                         *CURRENT SURVEY CONTROL
 DG5408  ___________________________________________________________________
 DG5408* NAD 83(1996)-  45 50 47.46623(N)    095 00 59.68649(W)     ADJUSTED  
 DG5408* NAVD 88     -       393.9    (meters)    1292.     (feet)  GPS OBS   
 DG5408  ___________________________________________________________________
 DG5408  X           -    -389,198.556 (meters)                     COMP
 DG5408  Y           -  -4,433,782.520 (meters)                     COMP
 DG5408  Z           -   4,553,644.257 (meters)                     COMP
 DG5408  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 DG5408  ELLIP HEIGHT-         367.44  (meters)          (05/07/04) GPS OBS
 DG5408  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 DG5408
 DG5408  HORZ ORDER  -  FIRST
 DG5408  ELLP ORDER  -  FOURTH    CLASS I
 DG5408
 DG5408.The horizontal coordinates were established by GPS observations
 DG5408.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5408
 DG5408.The orthometric height was determined by GPS observations and a
 DG5408.high-resolution geoid model.
 DG5408
 DG5408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5408
 DG5408.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5408
 DG5408.The ellipsoidal height was determined by GPS observations
 DG5408.and is referenced to NAD 83.
 DG5408
 DG5408.The geoid height was determined by GEOID03.
 DG5408
 DG5408;                    North         East     Units Scale Factor Converg.
 DG5408;SPC MN C     -   194,375.546   740,457.667   MT  0.99995813   -0 33 16.3
 DG5408;UTM  15      - 5,078,972.251   343,421.310   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.No superseded survey control is available for this station.
 DG5408
 DG5408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4342178972(NAD 83)
 DG5408_MARKER: S = SPIKE
 DG5408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5408_STAMPING: 39 DRL 1965
 DG5408_MARK LOGO: USGS  
 DG5408_PROJECTION: FLUSH
 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 - June 29, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4958 ***********************************************************************
 DH4958  DESIGNATION -  39 RC
 DH4958  PID         -  DH4958
 DH4958  STATE/COUNTY-  MN/PINE
 DH4958  USGS QUAD   -  CLOVERDALE (1981)
 DH4958
 DH4958                         *CURRENT SURVEY CONTROL
 DH4958  ___________________________________________________________________
 DH4958* NAD 83(1986)-  46 00 42.     (N)    092 44 25.     (W)     SCALED    
 DH4958* NAVD 88     -       296.530  (meters)     972.87   (feet)  ADJUSTED  
 DH4958  ___________________________________________________________________
 DH4958  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DH4958  DYNAMIC HT  -         296.551 (meters)     972.93  (feet)  COMP
 DH4958  MODELED GRAV-     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
 DH4958.and adjusted by the National Geodetic Survey in March 2006..
 DH4958.No vertical observational check was made to the station.
 DH4958
 DH4958.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1156 ***********************************************************************
 PP1156  DESIGNATION -  39 RDS
 PP1156  PID         -  PP1156
 PP1156  STATE/COUNTY-  MN/HENNEPIN
 PP1156  USGS QUAD   -  BLOOMINGTON (1997)
 PP1156
 PP1156                         *CURRENT SURVEY CONTROL
 PP1156  ___________________________________________________________________
 PP1156* NAD 83(1986)-  44 51 46.     (N)    093 21 45.     (W)     SCALED    
 PP1156* NAVD 88     -       262.599  (meters)     861.54   (feet)  ADJUSTED  
 PP1156  ___________________________________________________________________
 PP1156  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 PP1156  DYNAMIC HT  -         262.591 (meters)     861.52  (feet)  COMP
 PP1156  MODELED GRAV-     980,581.3   (mgal)                       NAVD 88
 PP1156
 PP1156  VERT ORDER  -  SECOND    CLASS 0
 PP1156
 PP1156.The horizontal coordinates were scaled from a topographic map and have
 PP1156.an estimated accuracy of +/- 6 seconds.
 PP1156
 PP1156.The orthometric height was determined by differential leveling
 PP1156.and adjusted by the National Geodetic Survey in June 1991..
 PP1156
 PP1156.The geoid height was determined by GEOID03.
 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     -   307,170.      850,380.      MT  (+/- 180 meters Scaled)
 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: 15TVK713677(NAD 83)
 PP1156_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1156+STABILITY: SURFACE MOTION
 PP1156
 PP1156  HISTORY     - Date     Condition        Report By
 PP1156  HISTORY     - 1950     MONUMENTED       USGS
 PP1156  HISTORY     - 1970     GOOD             MNDT
 PP1156
 PP1156                          STATION DESCRIPTION
 PP1156
 PP1156'DESCRIBED 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7374 ***********************************************************************
 DF7374  DESIGNATION -  39 SEM
 DF7374  PID         -  DF7374
 DF7374  STATE/COUNTY-  MN/AITKIN
 DF7374  USGS QUAD   -  LIBBY (1980)
 DF7374
 DF7374                         *CURRENT SURVEY CONTROL
 DF7374  ___________________________________________________________________
 DF7374* NAD 83(1996)-  46 49 31.22197(N)    093 21 39.81328(W)     ADJUSTED  
 DF7374* NAVD 88     -       372.6    (meters)    1222.     (feet)  GPS OBS   
 DF7374  ___________________________________________________________________
 DF7374  X           -    -256,327.300 (meters)                     COMP
 DF7374  Y           -  -4,364,583.085 (meters)                     COMP
 DF7374  Z           -   4,628,751.816 (meters)                     COMP
 DF7374  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 DF7374  ELLIP HEIGHT-         344.07  (meters)          (08/26/03) GPS OBS
 DF7374  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DF7374
 DF7374  HORZ ORDER  -  FIRST
 DF7374  ELLP ORDER  -  THIRD     CLASS I
 DF7374
 DF7374.The horizontal coordinates were established by GPS observations
 DF7374.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF7374
 DF7374.The ellipsoidal height was determined by GPS observations
 DF7374.and is referenced to NAD 83.
 DF7374
 DF7374.The geoid height was determined by GEOID03.
 DF7374
 DF7374;                    North         East     Units Scale Factor Converg.
 DF7374;SPC MN C     -   303,264.525   867,825.056   MT  0.99995865   +0 38 35.0
 DF7374;UTM  15      - 5,185,818.293   472,460.950   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.No superseded survey control is available for this station.
 DF7374
 DF7374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7246185818(NAD 83)
 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 = OCTOBER  6, 2006
 AE5875 ***********************************************************************
 AE5875  DESIGNATION -  39 WHV
 AE5875  PID         -  AE5875
 AE5875  STATE/COUNTY-  MN/HENNEPIN
 AE5875  USGS QUAD   -  EXCELSIOR (1997)
 AE5875
 AE5875                         *CURRENT SURVEY CONTROL
 AE5875  ___________________________________________________________________
 AE5875* NAD 83(1986)-  44 55 22.     (N)    093 30 12.     (W)     SCALED    
 AE5875* NAVD 88     -       272.144  (meters)     892.86   (feet)  ADJUSTED  
 AE5875  ___________________________________________________________________
 AE5875  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AE5875  DYNAMIC HT  -         272.140 (meters)     892.85  (feet)  COMP
 AE5875  MODELED GRAV-     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
 AE5875.and adjusted by the National Geodetic Survey in November 1999..
 AE5875.No vertical observational check was made to the station.
 AE5875
 AE5875.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 AE5875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5875_STAMPING: 39 WHV 1950
 AE5875_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5875
 AE5875  HISTORY     - Date     Condition        Report By
 AE5875  HISTORY     - 1950     MONUMENTED       USGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0133 ***********************************************************************
 TC0133  DESIGNATION -  3901 A
 TC0133  PID         -  TC0133
 TC0133  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0133  USGS QUAD   -  BAUDETTE (1968)
 TC0133
 TC0133                         *CURRENT SURVEY CONTROL
 TC0133  ___________________________________________________________________
 TC0133* NAD 83(1986)-  48 42 40.     (N)    094 35 06.     (W)     SCALED    
 TC0133* NAVD 88     -       331.909  (meters)    1088.94   (feet)  ADJUSTED  
 TC0133  ___________________________________________________________________
 TC0133  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 TC0133  DYNAMIC HT  -         331.997 (meters)    1089.23  (feet)  COMP
 TC0133  MODELED GRAV-     980,864.5   (mgal)                       NAVD 88
 TC0133
 TC0133  VERT ORDER  -  FIRST     CLASS II
 TC0133
 TC0133.The horizontal coordinates were scaled from a topographic map and have
 TC0133.an estimated accuracy of +/- 6 seconds.
 TC0133
 TC0133.The orthometric height was determined by differential leveling
 TC0133.and adjusted by the National Geodetic Survey in June 1991..
 TC0133
 TC0133.The geoid height was determined by GEOID03.
 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     -   346,880.      690,720.      MT  (+/- 180 meters Scaled)
 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: 15UUP834965(NAD 83)
 TC0133_MARKER: DB = BENCH MARK DISK
 TC0133_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 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 = OCTOBER  6, 2006
 TC0136 ***********************************************************************
 TC0136  DESIGNATION -  3901 A 1
 TC0136  PID         -  TC0136
 TC0136  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0136  USGS QUAD   -  BAUDETTE (1968)
 TC0136
 TC0136                         *CURRENT SURVEY CONTROL
 TC0136  ___________________________________________________________________
 TC0136* NAD 83(1986)-  48 42 43.     (N)    094 35 45.     (W)     SCALED    
 TC0136* NAVD 88     -       330.724  (meters)    1085.05   (feet)  ADJUSTED  
 TC0136  ___________________________________________________________________
 TC0136  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 TC0136  DYNAMIC HT  -         330.811 (meters)    1085.34  (feet)  COMP
 TC0136  MODELED GRAV-     980,864.9   (mgal)                       NAVD 88
 TC0136
 TC0136  VERT ORDER  -  SECOND    CLASS 0
 TC0136
 TC0136.The horizontal coordinates were scaled from a topographic map and have
 TC0136.an estimated accuracy of +/- 6 seconds.
 TC0136
 TC0136.The orthometric height was determined by differential leveling
 TC0136.and adjusted by the National Geodetic Survey in June 1991..
 TC0136
 TC0136.The geoid height was determined by GEOID03.
 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     -   346,990.      689,920.      MT  (+/- 180 meters Scaled)
 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: 15UUP826966(NAD 83)
 TC0136_MARKER: DD = SURVEY DISK
 TC0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TC0136_SP_SET: FOOTING
 TC0136_STAMPING: 3901-A1 1972
 TC0136_MARK LOGO: MNDT  
 TC0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0136
 TC0136  HISTORY     - Date     Condition        Report By
 TC0136  HISTORY     - 1972     MONUMENTED       MNDT
 TC0136  HISTORY     - 1981     MARK NOT FOUND   NGS
 TC0136
 TC0136                          STATION DESCRIPTION
 TC0136
 TC0136'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0179 ***********************************************************************
 TC0179  DESIGNATION -  3901 AB
 TC0179  PID         -  TC0179
 TC0179  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0179  USGS QUAD   -  WILLIAMS (1967)
 TC0179
 TC0179                         *CURRENT SURVEY CONTROL
 TC0179  ___________________________________________________________________
 TC0179* NAD 83(1986)-  48 45 51.     (N)    094 56 25.     (W)     SCALED    
 TC0179* NAVD 88     -       350.395  (meters)    1149.59   (feet)  ADJUSTED  
 TC0179  ___________________________________________________________________
 TC0179  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 TC0179  DYNAMIC HT  -         350.481 (meters)    1149.87  (feet)  COMP
 TC0179  MODELED GRAV-     980,846.6   (mgal)                       NAVD 88
 TC0179
 TC0179  VERT ORDER  -  SECOND    CLASS 0
 TC0179
 TC0179.The horizontal coordinates were scaled from a topographic map and have
 TC0179.an estimated accuracy of +/- 6 seconds.
 TC0179
 TC0179.The orthometric height was determined by differential leveling
 TC0179.and adjusted by the National Geodetic Survey in June 1991..
 TC0179
 TC0179.The geoid height was determined by GEOID03.
 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     -   353,340.      664,720.      MT  (+/- 180 meters Scaled)
 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: 15UUQ574030(NAD 83)
 TC0179_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 TC0184 ***********************************************************************
 TC0184  DESIGNATION -  3901 AC
 TC0184  PID         -  TC0184
 TC0184  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0184  USGS QUAD   -  WILLIAMS (1967)
 TC0184
 TC0184                         *CURRENT SURVEY CONTROL
 TC0184  ___________________________________________________________________
 TC0184* NAD 83(1986)-  48 46 06.     (N)    094 57 32.     (W)     SCALED    
 TC0184* NAVD 88     -       351.297  (meters)    1152.55   (feet)  ADJUSTED  
 TC0184  ___________________________________________________________________
 TC0184  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 TC0184  DYNAMIC HT  -         351.383 (meters)    1152.83  (feet)  COMP
 TC0184  MODELED GRAV-     980,846.9   (mgal)                       NAVD 88
 TC0184
 TC0184  VERT ORDER  -  FIRST     CLASS II
 TC0184
 TC0184.The horizontal coordinates were scaled from a topographic map and have
 TC0184.an estimated accuracy of +/- 6 seconds.
 TC0184
 TC0184.The orthometric height was determined by differential leveling
 TC0184.and adjusted by the National Geodetic Survey in June 1991..
 TC0184.WARNING-Repeat measurements at this control monument indicate possible
 TC0184.vertical movement.
 TC0184
 TC0184.Photographs are available for this station.
 TC0184
 TC0184.The geoid height was determined by GEOID03.
 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     -   353,840.      663,360.      MT  (+/- 180 meters Scaled)
 TC0184
 TC0184                          SUPERSEDED SURVEY CONTROL
 TC0184
 TC0184.No superseded survey control is available for this station.
 TC0184
 TC0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ560035(NAD 83)
 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 = OCTOBER  6, 2006
 TC0182 ***********************************************************************
 TC0182  DESIGNATION -  3901 AD
 TC0182  PID         -  TC0182
 TC0182  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0182  USGS QUAD   -  WILLIAMS (1967)
 TC0182
 TC0182                         *CURRENT SURVEY CONTROL
 TC0182  ___________________________________________________________________
 TC0182* NAD 83(1986)-  48 46 08.     (N)    094 57 29.     (W)     SCALED    
 TC0182* NAVD 88     -       350.206  (meters)    1148.97   (feet)  ADJUSTED  
 TC0182  ___________________________________________________________________
 TC0182  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 TC0182  DYNAMIC HT  -         350.292 (meters)    1149.25  (feet)  COMP
 TC0182  MODELED GRAV-     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
 TC0182.and adjusted by the National Geodetic Survey in June 1991..
 TC0182.WARNING-Repeat measurements at this control monument indicate possible
 TC0182.vertical movement.
 TC0182
 TC0182.Photographs are available for this station.
 TC0182
 TC0182.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1414 ***********************************************************************
 TC1414  DESIGNATION -  3901 B RESET
 TC1414  PID         -  TC1414
 TC1414  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1414  USGS QUAD   -  BAUDETTE (1968)
 TC1414
 TC1414                         *CURRENT SURVEY CONTROL
 TC1414  ___________________________________________________________________
 TC1414* NAD 83(1986)-  48 42 43.     (N)    094 35 45.     (W)     SCALED    
 TC1414* NAVD 88     -       331.23   (meters)    1086.7    (feet)  RESET     
 TC1414  ___________________________________________________________________
 TC1414  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 TC1414
 TC1414  VERT ORDER  -  THIRD
 TC1414
 TC1414.The horizontal coordinates were scaled from a topographic map and have
 TC1414.an estimated accuracy of +/- 6 seconds.
 TC1414
 TC1414.The orthometric height was computed from unverified reset data.
 TC1414.No vertical observational check was made to the station.
 TC1414
 TC1414.The geoid height was determined by GEOID03.
 TC1414
 TC1414;                    North         East    Units  Estimated Accuracy
 TC1414;SPC MN N     -   346,990.      689,920.      MT  (+/- 180 meters Scaled)
 TC1414
 TC1414                          SUPERSEDED SURVEY CONTROL
 TC1414
 TC1414.No superseded survey control is available for this station.
 TC1414
 TC1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP826966(NAD 83)
 TC1414_MARKER: DD = SURVEY DISK
 TC1414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TC1414_SP_SET: BRIDGE WALKWAY
 TC1414_STAMPING: 3901 B RESET 1983
 TC1414_MARK LOGO: MNDT  
 TC1414_MAGNETIC: N = NO MAGNETIC MATERIAL
 TC1414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1414
 TC1414  HISTORY     - Date     Condition        Report By
 TC1414  HISTORY     - 1983     MONUMENTED       MNDT
 TC1414
 TC1414                          STATION DESCRIPTION
 TC1414
 TC1414'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1414'0.1 MILE EAST ALONG TRUNK HIGHWAY 11 FROM ITS JUNCTION WITH TRUNK
 TC1414'HIGHWAY 72 (NORTH) IN BAUDETTE, IN THE SOUTHEAST QUARTER OF SECTION
 TC1414'36, TOWNSHIP 160 NORTH, ROUTE 31 WEST, AT THE NORTHEAST CORNER OF
 TC1414'BRIDGE NUMBER 39007 (TRUNK HIGHWAY 11 OVER THE BAUDETTE RIVER).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0137 ***********************************************************************
 TC0137  DESIGNATION -  3901 C
 TC0137  PID         -  TC0137
 TC0137  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0137  USGS QUAD   -  BAUDETTE (1968)
 TC0137
 TC0137                         *CURRENT SURVEY CONTROL
 TC0137  ___________________________________________________________________
 TC0137* NAD 83(1986)-  48 42 46.     (N)    094 36 06.     (W)     SCALED    
 TC0137* NAVD 88     -       331.919  (meters)    1088.97   (feet)  ADJUSTED  
 TC0137  ___________________________________________________________________
 TC0137  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 TC0137  DYNAMIC HT  -         332.007 (meters)    1089.26  (feet)  COMP
 TC0137  MODELED GRAV-     980,865.1   (mgal)                       NAVD 88
 TC0137
 TC0137  VERT ORDER  -  FIRST     CLASS II
 TC0137
 TC0137.The horizontal coordinates were scaled from a topographic map and have
 TC0137.an estimated accuracy of +/- 6 seconds.
 TC0137
 TC0137.The orthometric height was determined by differential leveling
 TC0137.and adjusted by the National Geodetic Survey in June 1991..
 TC0137
 TC0137.The geoid height was determined by GEOID03.
 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     -   347,090.      689,500.      MT  (+/- 180 meters Scaled)
 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: 15UUP821967(NAD 83)
 TC0137_MARKER: DD = SURVEY DISK
 TC0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TC0137_SP_SET: FOOTING
 TC0137_STAMPING: 3901-C 1972
 TC0137_MARK LOGO: MNDT  
 TC0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0137
 TC0137  HISTORY     - Date     Condition        Report By
 TC0137  HISTORY     - 1972     MONUMENTED       MNDT
 TC0137  HISTORY     - 1981     GOOD             NGS
 TC0137
 TC0137                          STATION DESCRIPTION
 TC0137
 TC0137'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1324 ***********************************************************************
 TC1324  DESIGNATION -  3903 AA
 TC1324  PID         -  TC1324
 TC1324  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1324  USGS QUAD   -  BAUDETTE (1968)
 TC1324
 TC1324                         *CURRENT SURVEY CONTROL
 TC1324  ___________________________________________________________________
 TC1324* NAD 83(1986)-  48 38 20.     (N)    094 33 34.     (W)     SCALED    
 TC1324* NAVD 88     -       340.037  (meters)    1115.60   (feet)  ADJUSTED  
 TC1324  ___________________________________________________________________
 TC1324  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 TC1324  DYNAMIC HT  -         340.123 (meters)    1115.89  (feet)  COMP
 TC1324  MODELED GRAV-     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
 TC1324.and adjusted by the National Geodetic Survey in June 1991..
 TC1324
 TC1324.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1325 ***********************************************************************
 TC1325  DESIGNATION -  3903 AB
 TC1325  PID         -  TC1325
 TC1325  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1325  USGS QUAD   -  BAUDETTE (1968)
 TC1325
 TC1325                         *CURRENT SURVEY CONTROL
 TC1325  ___________________________________________________________________
 TC1325* NAD 83(1986)-  48 37 40.     (N)    094 33 32.     (W)     SCALED    
 TC1325* NAVD 88     -       340.496  (meters)    1117.11   (feet)  ADJUSTED  
 TC1325  ___________________________________________________________________
 TC1325  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 TC1325  DYNAMIC HT  -         340.581 (meters)    1117.39  (feet)  COMP
 TC1325  MODELED GRAV-     980,849.8   (mgal)                       NAVD 88
 TC1325
 TC1325  VERT ORDER  -  SECOND    CLASS I
 TC1325
 TC1325.The horizontal coordinates were scaled from a topographic map and have
 TC1325.an estimated accuracy of +/- 6 seconds.
 TC1325
 TC1325.The orthometric height was determined by differential leveling
 TC1325.and adjusted by the National Geodetic Survey in June 1991..
 TC1325
 TC1325.The geoid height was determined by GEOID03.
 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     -   337,580.      692,460.      MT  (+/- 180 meters Scaled)
 TC1325
 TC1325                          SUPERSEDED SURVEY CONTROL
 TC1325
 TC1325.No superseded survey control is available for this station.
 TC1325
 TC1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP851872(NAD 83)
 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 = OCTOBER  6, 2006
 TC1326 ***********************************************************************
 TC1326  DESIGNATION -  3903 AC
 TC1326  PID         -  TC1326
 TC1326  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1326  USGS QUAD   -  BAUDETTE SE (1968)
 TC1326
 TC1326                         *CURRENT SURVEY CONTROL
 TC1326  ___________________________________________________________________
 TC1326* NAD 83(1986)-  48 36 50.     (N)    094 33 37.     (W)     SCALED    
 TC1326* NAVD 88     -       344.050  (meters)    1128.77   (feet)  ADJUSTED  
 TC1326  ___________________________________________________________________
 TC1326  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 TC1326  DYNAMIC HT  -         344.134 (meters)    1129.05  (feet)  COMP
 TC1326  MODELED GRAV-     980,846.4   (mgal)                       NAVD 88
 TC1326
 TC1326  VERT ORDER  -  SECOND    CLASS I
 TC1326
 TC1326.The horizontal coordinates were scaled from a topographic map and have
 TC1326.an estimated accuracy of +/- 6 seconds.
 TC1326
 TC1326.The orthometric height was determined by differential leveling
 TC1326.and adjusted by the National Geodetic Survey in June 1991..
 TC1326
 TC1326.The geoid height was determined by GEOID03.
 TC1326
 TC1326.The dynamic height is computed by dividing the NAVD 88
 TC1326.geopotential number by the normal gravity value computed on the
 TC1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1326.degrees latitude (g = 980.6199 gals.).
 TC1326
 TC1326.The modeled gravity was interpolated from observed gravity values.
 TC1326
 TC1326;                    North         East    Units  Estimated Accuracy
 TC1326;SPC MN N     -   336,040.      692,330.      MT  (+/- 180 meters Scaled)
 TC1326
 TC1326                          SUPERSEDED SURVEY CONTROL
 TC1326
 TC1326.No superseded survey control is available for this station.
 TC1326
 TC1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP850857(NAD 83)
 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_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1326
 TC1326  HISTORY     - Date     Condition        Report By
 TC1326  HISTORY     - 1983     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1327 ***********************************************************************
 TC1327  DESIGNATION -  3903 AD
 TC1327  PID         -  TC1327
 TC1327  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1327  USGS QUAD   -  BAUDETTE SE (1968)
 TC1327
 TC1327                         *CURRENT SURVEY CONTROL
 TC1327  ___________________________________________________________________
 TC1327* NAD 83(1986)-  48 36 16.     (N)    094 33 40.     (W)     SCALED    
 TC1327* NAVD 88     -       349.790  (meters)    1147.60   (feet)  ADJUSTED  
 TC1327  ___________________________________________________________________
 TC1327  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 TC1327  DYNAMIC HT  -         349.875 (meters)    1147.88  (feet)  COMP
 TC1327  MODELED GRAV-     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
 TC1327.and adjusted by the National Geodetic Survey in June 1991..
 TC1327
 TC1327.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1328 ***********************************************************************
 TC1328  DESIGNATION -  3903 AE
 TC1328  PID         -  TC1328
 TC1328  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1328  USGS QUAD   -  BAUDETTE SE (1968)
 TC1328
 TC1328                         *CURRENT SURVEY CONTROL
 TC1328  ___________________________________________________________________
 TC1328* NAD 83(1986)-  48 36 00.     (N)    094 33 37.     (W)     SCALED    
 TC1328* NAVD 88     -       347.467  (meters)    1139.98   (feet)  ADJUSTED  
 TC1328  ___________________________________________________________________
 TC1328  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 TC1328  DYNAMIC HT  -         347.551 (meters)    1140.26  (feet)  COMP
 TC1328  MODELED GRAV-     980,843.1   (mgal)                       NAVD 88
 TC1328
 TC1328  VERT ORDER  -  SECOND    CLASS I
 TC1328
 TC1328.The horizontal coordinates were scaled from a topographic map and have
 TC1328.an estimated accuracy of +/- 6 seconds.
 TC1328
 TC1328.The orthometric height was determined by differential leveling
 TC1328.and adjusted by the National Geodetic Survey in June 1991..
 TC1328
 TC1328.The geoid height was determined by GEOID03.
 TC1328
 TC1328.The dynamic height is computed by dividing the NAVD 88
 TC1328.geopotential number by the normal gravity value computed on the
 TC1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1328.degrees latitude (g = 980.6199 gals.).
 TC1328
 TC1328.The modeled gravity was interpolated from observed gravity values.
 TC1328
 TC1328;                    North         East    Units  Estimated Accuracy
 TC1328;SPC MN N     -   334,490.      692,300.      MT  (+/- 180 meters Scaled)
 TC1328
 TC1328                          SUPERSEDED SURVEY CONTROL
 TC1328
 TC1328.No superseded survey control is available for this station.
 TC1328
 TC1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP849841(NAD 83)
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1328+STABILITY: SURFACE MOTION
 TC1328
 TC1328  HISTORY     - Date     Condition        Report By
 TC1328  HISTORY     - 1983     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1329 ***********************************************************************
 TC1329  DESIGNATION -  3903 AF
 TC1329  PID         -  TC1329
 TC1329  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1329  USGS QUAD   -  BAUDETTE SE (1968)
 TC1329
 TC1329                         *CURRENT SURVEY CONTROL
 TC1329  ___________________________________________________________________
 TC1329* NAD 83(1986)-  48 35 14.     (N)    094 33 39.     (W)     SCALED    
 TC1329* NAVD 88     -       346.927  (meters)    1138.21   (feet)  ADJUSTED  
 TC1329  ___________________________________________________________________
 TC1329  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 TC1329  DYNAMIC HT  -         347.010 (meters)    1138.48  (feet)  COMP
 TC1329  MODELED GRAV-     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
 TC1329.and adjusted by the National Geodetic Survey in June 1991..
 TC1329
 TC1329.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1330 ***********************************************************************
 TC1330  FBN         -  This is a Federal Base Network Control Station.
 TC1330  DESIGNATION -  3903 AG
 TC1330  PID         -  TC1330
 TC1330  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1330  USGS QUAD   -  BAUDETTE SE (1968)
 TC1330
 TC1330                         *CURRENT SURVEY CONTROL
 TC1330  ___________________________________________________________________
 TC1330* NAD 83(1996)-  48 34 30.91497(N)    094 33 36.59709(W)     ADJUSTED  
 TC1330* NAVD 88     -       346.463  (meters)    1136.69   (feet)  ADJUSTED  
 TC1330  ___________________________________________________________________
 TC1330  X           -    -336,165.121 (meters)                     COMP
 TC1330  Y           -  -4,214,793.159 (meters)                     COMP
 TC1330  Z           -   4,759,676.633 (meters)                     COMP
 TC1330  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 TC1330  ELLIP HEIGHT-         317.55  (meters)          (01/15/97) GPS OBS
 TC1330  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 TC1330  DYNAMIC HT  -         346.545 (meters)    1136.96  (feet)  COMP
 TC1330  MODELED GRAV-     980,837.6   (mgal)                       NAVD 88
 TC1330
 TC1330  HORZ ORDER  -  B
 TC1330  VERT ORDER  -  SECOND    CLASS I
 TC1330  ELLP ORDER  -  FOURTH    CLASS I
 TC1330
 TC1330.The horizontal coordinates were established by GPS observations
 TC1330.and adjusted by the National Geodetic Survey in January 1997..
 TC1330
 TC1330.The orthometric height was determined by differential leveling
 TC1330.and adjusted by the National Geodetic Survey in June 1991..
 TC1330
 TC1330.Photographs are available for this station.
 TC1330
 TC1330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1330
 TC1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 TC1330
 TC1330.The ellipsoidal height was determined by GPS observations
 TC1330.and is referenced to NAD 83.
 TC1330
 TC1330.The geoid height was determined by GEOID03.
 TC1330
 TC1330.The dynamic height is computed by dividing the NAVD 88
 TC1330.geopotential number by the normal gravity value computed on the
 TC1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1330.degrees latitude (g = 980.6199 gals.).
 TC1330
 TC1330.The modeled gravity was interpolated from observed gravity values.
 TC1330
 TC1330;                    North         East     Units Scale Factor Converg.
 TC1330;SPC MN N     -   331,740.287   692,259.381   MT  0.99998633   -1 04 56.3
 TC1330;UTM  15      - 5,381,415.524   384,920.110   MT  0.99976271   -1 10 11.9
 TC1330
 TC1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1330!SPC MN N     -   0.99995024  x   0.99998633  =   0.99993657
 TC1330!UTM  15      -   0.99995024  x   0.99976271  =   0.99971296
 TC1330
 TC1330                          SUPERSEDED SURVEY CONTROL
 TC1330
 TC1330  NAVD 88 (01/15/97)  346.46   (m)         1136.7    (f) LEVELING    3  
 TC1330
 TC1330.Superseded values are not recommended for survey control.
 TC1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1330.See file dsdata.txt to determine how the superseded data were derived.
 TC1330
 TC1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8492081416(NAD 83)
 TC1330_MARKER: DV = VERTICAL CONTROL DISK
 TC1330_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TC1330_SP_SET: COPPER-CLAD STEEL ROD
 TC1330_STAMPING: 3903 AG 1983
 TC1330_MARK LOGO: MNDT  
 TC1330_PROJECTION: PROJECTING 8 CENTIMETERS
 TC1330_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 TC1330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1330+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2003
 TC1330_ROD/PIPE-DEPTH:  6.4 meters
 TC1330
 TC1330  HISTORY     - Date     Condition        Report By
 TC1330  HISTORY     - 1983     MONUMENTED       MNDT
 TC1330  HISTORY     - 19950523 GOOD             MNDT
 TC1330  HISTORY     - 19980804 GOOD             MNDT
 TC1330  HISTORY     - 200111   GOOD             MNDT
 TC1330  HISTORY     - 20020827 GOOD             MNDT
 TC1330  HISTORY     - 20031006 GOOD             MNDT
 TC1330
 TC1330                          STATION DESCRIPTION
 TC1330
 TC1330'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1330'9.45 MI SOUTH FROM BAUDETTE.
 TC1330'THE MARK IS LOCATED ABOUT 9-1/2 MILES SOUTH OF THE TOWN OF BAUDETTE,
 TC1330'IN THE SW 1/4 OF SECTION 19, T159N, R30W, 9.45 MILES SOUTH ALONG
 TC1330'TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST
 TC1330'PART OF BAUDETTE OR 2.65 MILES NORTH ALONG TRUNK HIGHWAY 72 FROM ITS
 TC1330'BRIDGE (NUMBER 39001) OVER THE RAPID RIVER, 63.0 FEET EAST OF THE
 TC1330'CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 65.25, ON THE INSLOPE OF
 TC1330'THE DITCH, OPPOSITE A FIELD ENTRANCE TO THE WEST, AND 2.0 FEET WEST
 TC1330'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 TC1330'MONUMENT DISK STAMPED---3903 AG 1983---, IS SET ON THE TOP OF A 5/8
 TC1330'INCH DIAMETER BY 21 FOOT LONG DRIVEN COPPER CLAD STEEL ROD THAT IS
 TC1330'FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 5 FEET BELOW THE LEVEL
 TC1330'OF TRUNK HIGHWAY 72.
 TC1330
 TC1330                          STATION RECOVERY (1995)
 TC1330
 TC1330'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH)
 TC1330'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 TC1330'THE MARK IS LOCATED ABOUT 9-1/2 MI SOUTH OF THE TOWN OF BAUDETTE IN
 TC1330'THE SW 1/4 OF SECTION 19, T159N, R30W.  TO REACH THE MARK FROM THE JCT
 TC1330'OF TH 11 AND TH 72 ON THE EAST SIDE OF BAUDETTE, GO SOUTH ALONG TH 72
 TC1330'FOR 9.4 MI (15.1 KM) TO TH 72 MP 65.25 AND THE MARK ON THE LEFT.  THE
 TC1330'MARK, A DISK SET ON A 21 FT (6.4 M) DRIVEN COPPER ROD, IS ON AN
 TC1330'INSLOPE OF A DITCH, 63 FT (19.2 M) EAST OF TH 72 OPPOSITE A FIELD ENT
 TC1330'TO THE WEST, AND 1.5 FT (0.5 M) WEST OF A WIT POST. RECOVERED AND
 TC1330'DESCRIBED BY DAVID K.  HERDER, TYPED BY G.W.O.
 TC1330
 TC1330                          STATION RECOVERY (1998)
 TC1330
 TC1330'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 TC1330'RECOVERED AS DESCRIBED.
 TC1330
 TC1330                          STATION RECOVERY (2001)
 TC1330
 TC1330'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 TC1330'RECOVERED AS DESCRIBED.
 TC1330'
 TC1330
 TC1330                          STATION RECOVERY (2002)
 TC1330
 TC1330'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 TC1330'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 TC1330'PROJECTING 3 INCHES, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 21
 TC1330'FT.
 TC1330
 TC1330                          STATION RECOVERY (2003)
 TC1330
 TC1330'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1330'9.45 MILES SOUTH OF BAUDETTE, 9.6 MILES SOUTH ALONG TRUNK HIGHWAY 72
 TC1330'FROM JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 11 ON EAST SIDE OF
 TC1330'BAUDETTE, 2.65 MILES NORTH ON TRUNK HIGHWAY 72 FROM TRUNK HIGHWAY 72
 TC1330'BRIDGE 39001 OVER RAPID RIVER, 63 FEET EAST OF TRUNK HIGHWAY 72 AT
 TC1330'MILEPOINT 65.25, ON INSLOPE OF DITCH, OPPOSITE FIELD ENTWEST, 2.0 FEET
 TC1330'WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1331 ***********************************************************************
 TC1331  DESIGNATION -  3903 AH
 TC1331  PID         -  TC1331
 TC1331  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1331  USGS QUAD   -  BAUDETTE SE (1968)
 TC1331
 TC1331                         *CURRENT SURVEY CONTROL
 TC1331  ___________________________________________________________________
 TC1331* NAD 83(1986)-  48 34 05.     (N)    094 33 35.     (W)     SCALED    
 TC1331* NAVD 88     -       346.324  (meters)    1136.23   (feet)  ADJUSTED  
 TC1331  ___________________________________________________________________
 TC1331  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 TC1331  DYNAMIC HT  -         346.405 (meters)    1136.50  (feet)  COMP
 TC1331  MODELED GRAV-     980,836.0   (mgal)                       NAVD 88
 TC1331
 TC1331  VERT ORDER  -  SECOND    CLASS I
 TC1331
 TC1331.The horizontal coordinates were scaled from a topographic map and have
 TC1331.an estimated accuracy of +/- 6 seconds.
 TC1331
 TC1331.The orthometric height was determined by differential leveling
 TC1331.and adjusted by the National Geodetic Survey in June 1991..
 TC1331
 TC1331.The geoid height was determined by GEOID03.
 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     -   330,940.      692,280.      MT  (+/- 180 meters Scaled)
 TC1331
 TC1331                          SUPERSEDED SURVEY CONTROL
 TC1331
 TC1331.No superseded survey control is available for this station.
 TC1331
 TC1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP849806(NAD 83)
 TC1331_MARKER: DB = BENCH MARK 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_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1331
 TC1331  HISTORY     - Date     Condition        Report By
 TC1331  HISTORY     - 1983     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1332 ***********************************************************************
 TC1332  DESIGNATION -  3903 AJ
 TC1332  PID         -  TC1332
 TC1332  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1332  USGS QUAD   -  BAUDETTE SE (1968)
 TC1332
 TC1332                         *CURRENT SURVEY CONTROL
 TC1332  ___________________________________________________________________
 TC1332* NAD 83(1986)-  48 33 19.     (N)    094 33 40.     (W)     SCALED    
 TC1332* NAVD 88     -       344.928  (meters)    1131.65   (feet)  ADJUSTED  
 TC1332  ___________________________________________________________________
 TC1332  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 TC1332  DYNAMIC HT  -         345.008 (meters)    1131.91  (feet)  COMP
 TC1332  MODELED GRAV-     980,833.6   (mgal)                       NAVD 88
 TC1332
 TC1332  VERT ORDER  -  SECOND    CLASS I
 TC1332
 TC1332.The horizontal coordinates were scaled from a topographic map and have
 TC1332.an estimated accuracy of +/- 6 seconds.
 TC1332
 TC1332.The orthometric height was determined by differential leveling
 TC1332.and adjusted by the National Geodetic Survey in June 1991..
 TC1332
 TC1332.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 TC1332;SPC MN N     -   329,520.      692,150.      MT  (+/- 180 meters Scaled)
 TC1332
 TC1332                          SUPERSEDED SURVEY CONTROL
 TC1332
 TC1332.No superseded survey control is available for this station.
 TC1332
 TC1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP848791(NAD 83)
 TC1332_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1332
 TC1332  HISTORY     - Date     Condition        Report By
 TC1332  HISTORY     - 1983     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1338 ***********************************************************************
 TC1338  DESIGNATION -  3903 AK
 TC1338  PID         -  TC1338
 TC1338  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1338  USGS QUAD   -  BAUDETTE SE (1968)
 TC1338
 TC1338                         *CURRENT SURVEY CONTROL
 TC1338  ___________________________________________________________________
 TC1338* NAD 83(1986)-  48 31 05.     (N)    094 33 39.     (W)     SCALED    
 TC1338* NAVD 88     -       345.616  (meters)    1133.91   (feet)  ADJUSTED  
 TC1338  ___________________________________________________________________
 TC1338  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 TC1338  DYNAMIC HT  -         345.694 (meters)    1134.16  (feet)  COMP
 TC1338  MODELED GRAV-     980,827.6   (mgal)                       NAVD 88
 TC1338
 TC1338  VERT ORDER  -  SECOND    CLASS I
 TC1338
 TC1338.The horizontal coordinates were scaled from a topographic map and have
 TC1338.an estimated accuracy of +/- 6 seconds.
 TC1338
 TC1338.The orthometric height was determined by differential leveling
 TC1338.and adjusted by the National Geodetic Survey in June 1991..
 TC1338
 TC1338.The geoid height was determined by GEOID03.
 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     -   325,380.      692,090.      MT  (+/- 180 meters Scaled)
 TC1338
 TC1338                          SUPERSEDED SURVEY CONTROL
 TC1338
 TC1338.No superseded survey control is available for this station.
 TC1338
 TC1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP847750(NAD 83)
 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 = OCTOBER  6, 2006
 TC1339 ***********************************************************************
 TC1339  DESIGNATION -  3903 AL
 TC1339  PID         -  TC1339
 TC1339  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1339  USGS QUAD   -  BAUDETTE SE (1968)
 TC1339
 TC1339                         *CURRENT SURVEY CONTROL
 TC1339  ___________________________________________________________________
 TC1339* NAD 83(1986)-  48 30 20.     (N)    094 33 39.     (W)     SCALED    
 TC1339* NAVD 88     -       347.093  (meters)    1138.75   (feet)  ADJUSTED  
 TC1339  ___________________________________________________________________
 TC1339  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 TC1339  DYNAMIC HT  -         347.172 (meters)    1139.01  (feet)  COMP
 TC1339  MODELED GRAV-     980,825.9   (mgal)                       NAVD 88
 TC1339
 TC1339  VERT ORDER  -  SECOND    CLASS I
 TC1339
 TC1339.The horizontal coordinates were scaled from a topographic map and have
 TC1339.an estimated accuracy of +/- 6 seconds.
 TC1339
 TC1339.The orthometric height was determined by differential leveling
 TC1339.and adjusted by the National Geodetic Survey in June 1991..
 TC1339
 TC1339.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 TC1339;SPC MN N     -   323,990.      692,060.      MT  (+/- 180 meters Scaled)
 TC1339
 TC1339                          SUPERSEDED SURVEY CONTROL
 TC1339
 TC1339.No superseded survey control is available for this station.
 TC1339
 TC1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP847736(NAD 83)
 TC1339_MARKER: DV = VERTICAL CONTROL DISK
 TC1339_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1339_SP_SET: COPPER-CLAD STEEL ROD
 TC1339_STAMPING: 3903 AL 1983
 TC1339_MARK LOGO: MNDT  
 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 - August 27, 2002
 TC1339
 TC1339  HISTORY     - Date     Condition        Report By
 TC1339  HISTORY     - 1983     MONUMENTED       MNDT
 TC1339  HISTORY     - 20020827 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1340 ***********************************************************************
 TC1340  DESIGNATION -  3903 AM
 TC1340  PID         -  TC1340
 TC1340  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1340  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1340
 TC1340                         *CURRENT SURVEY CONTROL
 TC1340  ___________________________________________________________________
 TC1340* NAD 83(1986)-  48 29 54.     (N)    094 33 39.     (W)     SCALED    
 TC1340* NAVD 88     -       348.437  (meters)    1143.16   (feet)  ADJUSTED  
 TC1340  ___________________________________________________________________
 TC1340  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 TC1340  DYNAMIC HT  -         348.515 (meters)    1143.42  (feet)  COMP
 TC1340  MODELED GRAV-     980,825.3   (mgal)                       NAVD 88
 TC1340
 TC1340  VERT ORDER  -  SECOND    CLASS I
 TC1340
 TC1340.The horizontal coordinates were scaled from a topographic map and have
 TC1340.an estimated accuracy of +/- 6 seconds.
 TC1340
 TC1340.The orthometric height was determined by differential leveling
 TC1340.and adjusted by the National Geodetic Survey in June 1991..
 TC1340
 TC1340.The geoid height was determined by GEOID03.
 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     -   323,190.      692,050.      MT  (+/- 180 meters Scaled)
 TC1340
 TC1340                          SUPERSEDED SURVEY CONTROL
 TC1340
 TC1340.No superseded survey control is available for this station.
 TC1340
 TC1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP846728(NAD 83)
 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 = OCTOBER  6, 2006
 TC1343 ***********************************************************************
 TC1343  DESIGNATION -  3903 AN
 TC1343  PID         -  TC1343
 TC1343  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1343  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1343
 TC1343                         *CURRENT SURVEY CONTROL
 TC1343  ___________________________________________________________________
 TC1343* NAD 83(1986)-  48 29 13.     (N)    094 33 38.     (W)     SCALED    
 TC1343* NAVD 88     -       349.685  (meters)    1147.26   (feet)  ADJUSTED  
 TC1343  ___________________________________________________________________
 TC1343  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 TC1343  DYNAMIC HT  -         349.763 (meters)    1147.51  (feet)  COMP
 TC1343  MODELED GRAV-     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
 TC1343.and adjusted by the National Geodetic Survey in June 1991..
 TC1343
 TC1343.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1344 ***********************************************************************
 TC1344  DESIGNATION -  3903 AP
 TC1344  PID         -  TC1344
 TC1344  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1344  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1344
 TC1344                         *CURRENT SURVEY CONTROL
 TC1344  ___________________________________________________________________
 TC1344* NAD 83(1996)-  48 28 37.78943(N)    094 33 34.04063(W)     ADJUSTED  
 TC1344* NAVD 88     -       350.920  (meters)    1151.31   (feet)  ADJUSTED  
 TC1344  ___________________________________________________________________
 TC1344  X           -    -336,762.832 (meters)                     COMP
 TC1344  Y           -  -4,222,947.577 (meters)                     COMP
 TC1344  Z           -   4,752,455.759 (meters)                     COMP
 TC1344  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 TC1344  ELLIP HEIGHT-         322.11  (meters)          (08/08/03) GPS OBS
 TC1344  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 TC1344  DYNAMIC HT  -         350.998 (meters)    1151.57  (feet)  COMP
 TC1344  MODELED GRAV-     980,823.3   (mgal)                       NAVD 88
 TC1344
 TC1344  HORZ ORDER  -  FIRST
 TC1344  VERT ORDER  -  SECOND    CLASS I
 TC1344  ELLP ORDER  -  THIRD     CLASS II
 TC1344
 TC1344.The horizontal coordinates were established by GPS observations
 TC1344.and adjusted by the MN DEPT OF TRANSP in August 2003..
 TC1344
 TC1344.The orthometric height was determined by differential leveling
 TC1344.and adjusted by the National Geodetic Survey in June 1991..
 TC1344
 TC1344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1344
 TC1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 TC1344
 TC1344.The ellipsoidal height was determined by GPS observations
 TC1344.and is referenced to NAD 83.
 TC1344
 TC1344.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TC1344;SPC MN N     -   320,833.797   692,105.846   MT  0.99996561   -1 04 54.4
 TC1344;UTM  15      - 5,370,511.599   384,750.091   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  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: 15UUP8475070512(NAD 83)
 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 - August 27, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1345 ***********************************************************************
 TC1345  DESIGNATION -  3903 AQ
 TC1345  PID         -  TC1345
 TC1345  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1345  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1345
 TC1345                         *CURRENT SURVEY CONTROL
 TC1345  ___________________________________________________________________
 TC1345* NAD 83(1986)-  48 28 08.     (N)    094 33 32.     (W)     SCALED    
 TC1345* NAVD 88     -       351.680  (meters)    1153.80   (feet)  ADJUSTED  
 TC1345  ___________________________________________________________________
 TC1345  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 TC1345  DYNAMIC HT  -         351.758 (meters)    1154.06  (feet)  COMP
 TC1345  MODELED GRAV-     980,822.6   (mgal)                       NAVD 88
 TC1345
 TC1345  VERT ORDER  -  SECOND    CLASS I
 TC1345
 TC1345.The horizontal coordinates were scaled from a topographic map and have
 TC1345.an estimated accuracy of +/- 6 seconds.
 TC1345
 TC1345.The orthometric height was determined by differential leveling
 TC1345.and adjusted by the National Geodetic Survey in June 1991..
 TC1345
 TC1345.The geoid height was determined by GEOID03.
 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     -   319,910.      692,130.      MT  (+/- 180 meters Scaled)
 TC1345
 TC1345                          SUPERSEDED SURVEY CONTROL
 TC1345
 TC1345.No superseded survey control is available for this station.
 TC1345
 TC1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP847695(NAD 83)
 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 = OCTOBER  6, 2006
 TC1346 ***********************************************************************
 TC1346  DESIGNATION -  3903 AR
 TC1346  PID         -  TC1346
 TC1346  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1346  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1346
 TC1346                         *CURRENT SURVEY CONTROL
 TC1346  ___________________________________________________________________
 TC1346* NAD 83(1986)-  48 27 17.     (N)    094 33 34.     (W)     SCALED    
 TC1346* NAVD 88     -       355.515  (meters)    1166.39   (feet)  ADJUSTED  
 TC1346  ___________________________________________________________________
 TC1346  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 TC1346  DYNAMIC HT  -         355.594 (meters)    1166.64  (feet)  COMP
 TC1346  MODELED GRAV-     980,821.7   (mgal)                       NAVD 88
 TC1346
 TC1346  VERT ORDER  -  SECOND    CLASS I
 TC1346
 TC1346.The horizontal coordinates were scaled from a topographic map and have
 TC1346.an estimated accuracy of +/- 6 seconds.
 TC1346
 TC1346.The orthometric height was determined by differential leveling
 TC1346.and adjusted by the National Geodetic Survey in June 1991..
 TC1346
 TC1346.The geoid height was determined by GEOID03.
 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     -   318,340.      692,060.      MT  (+/- 180 meters Scaled)
 TC1346
 TC1346                          SUPERSEDED SURVEY CONTROL
 TC1346
 TC1346.No superseded survey control is available for this station.
 TC1346
 TC1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP847680(NAD 83)
 TC1346_MARKER: DV = VERTICAL CONTROL DISK
 TC1346_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TC1346+WITH SETTING: INFORMATION.
 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 = OCTOBER  6, 2006
 TC1347 ***********************************************************************
 TC1347  DESIGNATION -  3903 AS
 TC1347  PID         -  TC1347
 TC1347  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1347  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1347
 TC1347                         *CURRENT SURVEY CONTROL
 TC1347  ___________________________________________________________________
 TC1347* NAD 83(1986)-  48 27 01.     (N)    094 33 32.     (W)     SCALED    
 TC1347* NAVD 88     -       356.467  (meters)    1169.51   (feet)  ADJUSTED  
 TC1347  ___________________________________________________________________
 TC1347  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 TC1347  DYNAMIC HT  -         356.545 (meters)    1169.76  (feet)  COMP
 TC1347  MODELED GRAV-     980,821.3   (mgal)                       NAVD 88
 TC1347
 TC1347  VERT ORDER  -  SECOND    CLASS I
 TC1347
 TC1347.The horizontal coordinates were scaled from a topographic map and have
 TC1347.an estimated accuracy of +/- 6 seconds.
 TC1347
 TC1347.The orthometric height was determined by differential leveling
 TC1347.and adjusted by the National Geodetic Survey in June 1991..
 TC1347
 TC1347.The geoid height was determined by GEOID03.
 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     -   317,840.      692,090.      MT  (+/- 180 meters Scaled)
 TC1347
 TC1347                          SUPERSEDED SURVEY CONTROL
 TC1347
 TC1347.No superseded survey control is available for this station.
 TC1347
 TC1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP847675(NAD 83)
 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 = OCTOBER  6, 2006
 TC1348 ***********************************************************************
 TC1348  DESIGNATION -  3903 AT
 TC1348  PID         -  TC1348
 TC1348  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1348  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1348
 TC1348                         *CURRENT SURVEY CONTROL
 TC1348  ___________________________________________________________________
 TC1348* NAD 83(1996)-  48 26 19.53581(N)    094 33 34.98745(W)     ADJUSTED  
 TC1348* NAVD 88     -       358.532  (meters)    1176.28   (feet)  ADJUSTED  
 TC1348  ___________________________________________________________________
 TC1348  X           -    -337,036.735 (meters)                     COMP
 TC1348  Y           -  -4,226,137.458 (meters)                     COMP
 TC1348  Z           -   4,749,629.302 (meters)                     COMP
 TC1348  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 TC1348  ELLIP HEIGHT-         329.77  (meters)          (08/08/03) GPS OBS
 TC1348  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 TC1348  DYNAMIC HT  -         358.611 (meters)    1176.54  (feet)  COMP
 TC1348  MODELED GRAV-     980,820.8   (mgal)                       NAVD 88
 TC1348
 TC1348  HORZ ORDER  -  FIRST
 TC1348  VERT ORDER  -  SECOND    CLASS I
 TC1348  ELLP ORDER  -  THIRD     CLASS II
 TC1348
 TC1348.The horizontal coordinates were established by GPS observations
 TC1348.and adjusted by the MN DEPT OF TRANSP in August 2003..
 TC1348
 TC1348.The orthometric height was determined by differential leveling
 TC1348.and adjusted by the National Geodetic Survey in June 1991..
 TC1348
 TC1348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1348
 TC1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 TC1348
 TC1348.The ellipsoidal height was determined by GPS observations
 TC1348.and is referenced to NAD 83.
 TC1348
 TC1348.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TC1348;SPC MN N     -   316,564.617   692,005.770   MT  0.99995831   -1 04 55.1
 TC1348;UTM  15      - 5,366,243.422   384,643.660   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  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: 15UUP8464466243(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1348+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1350 ***********************************************************************
 TC1350  DESIGNATION -  3903 AU
 TC1350  PID         -  TC1350
 TC1350  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1350  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1350
 TC1350                         *CURRENT SURVEY CONTROL
 TC1350  ___________________________________________________________________
 TC1350* NAD 83(1986)-  48 25 02.     (N)    094 33 36.     (W)     SCALED    
 TC1350* NAVD 88     -       359.891  (meters)    1180.74   (feet)  ADJUSTED  
 TC1350  ___________________________________________________________________
 TC1350  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 TC1350  DYNAMIC HT  -         359.970 (meters)    1181.00  (feet)  COMP
 TC1350  MODELED GRAV-     980,819.4   (mgal)                       NAVD 88
 TC1350
 TC1350  VERT ORDER  -  SECOND    CLASS I
 TC1350
 TC1350.The horizontal coordinates were scaled from a topographic map and have
 TC1350.an estimated accuracy of +/- 6 seconds.
 TC1350
 TC1350.The orthometric height was determined by differential leveling
 TC1350.and adjusted by the National Geodetic Survey in June 1991..
 TC1350
 TC1350.The geoid height was determined by GEOID03.
 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     -   314,170.      691,940.      MT  (+/- 180 meters Scaled)
 TC1350
 TC1350                          SUPERSEDED SURVEY CONTROL
 TC1350
 TC1350.No superseded survey control is available for this station.
 TC1350
 TC1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP845638(NAD 83)
 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 = OCTOBER  6, 2006
 TC1354 ***********************************************************************
 TC1354  DESIGNATION -  3903 AV
 TC1354  PID         -  TC1354
 TC1354  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1354  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1354
 TC1354                         *CURRENT SURVEY CONTROL
 TC1354  ___________________________________________________________________
 TC1354* NAD 83(1996)-  48 24 05.82177(N)    094 33 34.27482(W)     ADJUSTED  
 TC1354* NAVD 88     -       360.543  (meters)    1182.88   (feet)  ADJUSTED  
 TC1354  ___________________________________________________________________
 TC1354  X           -    -337,267.857 (meters)                     COMP
 TC1354  Y           -  -4,229,219.906 (meters)                     COMP
 TC1354  Z           -   4,746,889.626 (meters)                     COMP
 TC1354  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 TC1354  ELLIP HEIGHT-         331.83  (meters)          (08/08/03) GPS OBS
 TC1354  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 TC1354  DYNAMIC HT  -         360.622 (meters)    1183.14  (feet)  COMP
 TC1354  MODELED GRAV-     980,818.5   (mgal)                       NAVD 88
 TC1354
 TC1354  HORZ ORDER  -  FIRST
 TC1354  VERT ORDER  -  SECOND    CLASS I
 TC1354  ELLP ORDER  -  THIRD     CLASS II
 TC1354
 TC1354.The horizontal coordinates were established by GPS observations
 TC1354.and adjusted by the MN DEPT OF TRANSP in August 2003..
 TC1354
 TC1354.The orthometric height was determined by differential leveling
 TC1354.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 TC1354
 TC1354.The ellipsoidal height was determined by GPS observations
 TC1354.and is referenced to NAD 83.
 TC1354
 TC1354.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TC1354;SPC MN N     -   312,435.040   691,942.437   MT  0.99995167   -1 04 54.6
 TC1354;UTM  15      - 5,362,114.734   384,574.224   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  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: 15UUP8457462115(NAD 83)
 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: PROJECTING 5 CENTIMETERS
 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 - August 27, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1355 ***********************************************************************
 TC1355  DESIGNATION -  3903 AW
 TC1355  PID         -  TC1355
 TC1355  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1355  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1355
 TC1355                         *CURRENT SURVEY CONTROL
 TC1355  ___________________________________________________________________
 TC1355* NAD 83(1986)-  48 23 48.     (N)    094 33 32.     (W)     SCALED    
 TC1355* NAVD 88     -       360.949  (meters)    1184.21   (feet)  ADJUSTED  
 TC1355  ___________________________________________________________________
 TC1355  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 TC1355  DYNAMIC HT  -         361.027 (meters)    1184.47  (feet)  COMP
 TC1355  MODELED GRAV-     980,818.1   (mgal)                       NAVD 88
 TC1355
 TC1355  VERT ORDER  -  SECOND    CLASS I
 TC1355
 TC1355.The horizontal coordinates were scaled from a topographic map and have
 TC1355.an estimated accuracy of +/- 6 seconds.
 TC1355
 TC1355.The orthometric height was determined by differential leveling
 TC1355.and adjusted by the National Geodetic Survey in June 1991..
 TC1355
 TC1355.The geoid height was determined by GEOID03.
 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     -   311,880.      691,980.      MT  (+/- 180 meters Scaled)
 TC1355
 TC1355                          SUPERSEDED SURVEY CONTROL
 TC1355
 TC1355.No superseded survey control is available for this station.
 TC1355
 TC1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP846615(NAD 83)
 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 = OCTOBER  6, 2006
 TC1356 ***********************************************************************
 TC1356  DESIGNATION -  3903 AX
 TC1356  PID         -  TC1356
 TC1356  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1356  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1356
 TC1356                         *CURRENT SURVEY CONTROL
 TC1356  ___________________________________________________________________
 TC1356* NAD 83(1986)-  48 23 18.     (N)    094 33 36.     (W)     SCALED    
 TC1356* NAVD 88     -       361.451  (meters)    1185.86   (feet)  ADJUSTED  
 TC1356  ___________________________________________________________________
 TC1356  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 TC1356  DYNAMIC HT  -         361.529 (meters)    1186.12  (feet)  COMP
 TC1356  MODELED GRAV-     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
 TC1356.and adjusted by the National Geodetic Survey in June 1991..
 TC1356
 TC1356.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1357 ***********************************************************************
 TC1357  DESIGNATION -  3903 AY
 TC1357  PID         -  TC1357
 TC1357  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1357  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1357
 TC1357                         *CURRENT SURVEY CONTROL
 TC1357  ___________________________________________________________________
 TC1357* NAD 83(1986)-  48 22 53.     (N)    094 33 36.     (W)     SCALED    
 TC1357* NAVD 88     -       361.497  (meters)    1186.01   (feet)  ADJUSTED  
 TC1357  ___________________________________________________________________
 TC1357  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 TC1357  DYNAMIC HT  -         361.575 (meters)    1186.27  (feet)  COMP
 TC1357  MODELED GRAV-     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
 TC1357.and adjusted by the National Geodetic Survey in June 1991..
 TC1357
 TC1357.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 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  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1358
 TC1358                         *CURRENT SURVEY CONTROL
 TC1358  ___________________________________________________________________
 TC1358* NAD 83(1996)-  48 22 03.06362(N)    094 33 35.14971(W)     ADJUSTED  
 TC1358* NAVD 88     -       361.800  (meters)    1187.01   (feet)  ADJUSTED  
 TC1358  ___________________________________________________________________
 TC1358  X           -    -337,511.242 (meters)                     COMP
 TC1358  Y           -  -4,232,045.338 (meters)                     COMP
 TC1358  Z           -   4,744,372.251 (meters)                     COMP
 TC1358  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 TC1358  ELLIP HEIGHT-         333.15  (meters)          (01/15/97) GPS OBS
 TC1358  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 TC1358  DYNAMIC HT  -         361.878 (meters)    1187.26  (feet)  COMP
 TC1358  MODELED GRAV-     980,816.2   (mgal)                       NAVD 88
 TC1358
 TC1358  HORZ ORDER  -  B
 TC1358  VERT ORDER  -  SECOND    CLASS I
 TC1358  ELLP ORDER  -  FOURTH    CLASS I
 TC1358
 TC1358.The horizontal coordinates were established by GPS observations
 TC1358.and adjusted by the National Geodetic Survey in January 1997..
 TC1358
 TC1358.The orthometric height was determined by differential leveling
 TC1358.and adjusted by the National Geodetic Survey in June 1991..
 TC1358
 TC1358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1358
 TC1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 TC1358
 TC1358.The ellipsoidal height was determined by GPS observations
 TC1358.and is referenced to NAD 83.
 TC1358
 TC1358.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TC1358;SPC MN N     -   308,644.463   691,852.848   MT  0.99994596   -1 04 55.2
 TC1358;UTM  15      - 5,358,324.993   384,479.080   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  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: 15UUP8447958325(NAD 83)
 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: FLUSH
 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 - October 06, 2003
 TC1358_ROD/PIPE-DEPTH:  4.6 meters
 TC1358
 TC1358  HISTORY     - Date     Condition        Report By
 TC1358  HISTORY     - 1983     MONUMENTED       MNDT
 TC1358  HISTORY     - 19950523 GOOD             MNDT
 TC1358  HISTORY     - 20020827 GOOD             MNDT
 TC1358  HISTORY     - 20031006 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1337 ***********************************************************************
 TC1337  DESIGNATION -  3903 BA
 TC1337  PID         -  TC1337
 TC1337  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1337  USGS QUAD   -  BAUDETTE SE (1968)
 TC1337
 TC1337                         *CURRENT SURVEY CONTROL
 TC1337  ___________________________________________________________________
 TC1337* NAD 83(1986)-  48 31 37.     (N)    094 34 46.     (W)     SCALED    
 TC1337* NAVD 88     -       345.563  (meters)    1133.73   (feet)  ADJUSTED  
 TC1337  ___________________________________________________________________
 TC1337  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 TC1337  DYNAMIC HT  -         345.642 (meters)    1133.99  (feet)  COMP
 TC1337  MODELED GRAV-     980,829.4   (mgal)                       NAVD 88
 TC1337
 TC1337  VERT ORDER  -  SECOND    CLASS I
 TC1337
 TC1337.The horizontal coordinates were scaled from a topographic map and have
 TC1337.an estimated accuracy of +/- 6 seconds.
 TC1337
 TC1337.The orthometric height was determined by differential leveling
 TC1337.and adjusted by the National Geodetic Survey in June 1991..
 TC1337
 TC1337.The geoid height was determined by GEOID03.
 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     -   326,400.      690,730.      MT  (+/- 180 meters Scaled)
 TC1337
 TC1337                          SUPERSEDED SURVEY CONTROL
 TC1337
 TC1337.No superseded survey control is available for this station.
 TC1337
 TC1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP833760(NAD 83)
 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 = OCTOBER  6, 2006
 TC1349 ***********************************************************************
 TC1349  DESIGNATION -  3903 C
 TC1349  PID         -  TC1349
 TC1349  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1349  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1349
 TC1349                         *CURRENT SURVEY CONTROL
 TC1349  ___________________________________________________________________
 TC1349* NAD 83(1986)-  48 25 30.     (N)    094 33 35.     (W)     SCALED    
 TC1349* NAVD 88     -       359.229  (meters)    1178.57   (feet)  ADJUSTED  
 TC1349  ___________________________________________________________________
 TC1349  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 TC1349  DYNAMIC HT  -         359.308 (meters)    1178.83  (feet)  COMP
 TC1349  MODELED GRAV-     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
 TC1349.and adjusted by the National Geodetic Survey in June 1991..
 TC1349
 TC1349.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1334 ***********************************************************************
 TC1334  DESIGNATION -  3903 J RESET
 TC1334  PID         -  TC1334
 TC1334  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1334  USGS QUAD   -  BAUDETTE SE (1968)
 TC1334
 TC1334                         *CURRENT SURVEY CONTROL
 TC1334  ___________________________________________________________________
 TC1334* NAD 83(1986)-  48 32 26.     (N)    094 33 38.     (W)     SCALED    
 TC1334* NAVD 88     -       345.315  (meters)    1132.92   (feet)  ADJUSTED  
 TC1334  ___________________________________________________________________
 TC1334  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 TC1334  DYNAMIC HT  -         345.395 (meters)    1133.18  (feet)  COMP
 TC1334  MODELED GRAV-     980,831.0   (mgal)                       NAVD 88
 TC1334
 TC1334  VERT ORDER  -  SECOND    CLASS I
 TC1334
 TC1334.The horizontal coordinates were scaled from a topographic map and have
 TC1334.an estimated accuracy of +/- 6 seconds.
 TC1334
 TC1334.The orthometric height was determined by differential leveling
 TC1334.and adjusted by the National Geodetic Survey in June 1991..
 TC1334
 TC1334.The geoid height was determined by GEOID03.
 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     -   327,880.      692,160.      MT  (+/- 180 meters Scaled)
 TC1334
 TC1334                          SUPERSEDED SURVEY CONTROL
 TC1334
 TC1334.No superseded survey control is available for this station.
 TC1334
 TC1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP848775(NAD 83)
 TC1334_MARKER: DB = BENCH MARK DISK
 TC1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1334_SP_SET: CONCRETE POST
 TC1334_STAMPING: 3903 J RESET 1965
 TC1334_MARK LOGO: MNHD  
 TC1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1334+STABILITY: SURFACE MOTION
 TC1334
 TC1334  HISTORY     - Date     Condition        Report By
 TC1334  HISTORY     - 1965     MONUMENTED       MNHD
 TC1334  HISTORY     - 1983     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1333 ***********************************************************************
 TC1333  DESIGNATION -  3903 K
 TC1333  PID         -  TC1333
 TC1333  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1333  USGS QUAD   -  BAUDETTE SE (1968)
 TC1333
 TC1333                         *CURRENT SURVEY CONTROL
 TC1333  ___________________________________________________________________
 TC1333* NAD 83(1986)-  48 33 15.     (N)    094 33 37.     (W)     SCALED    
 TC1333* NAVD 88     -       345.424  (meters)    1133.28   (feet)  ADJUSTED  
 TC1333  ___________________________________________________________________
 TC1333  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 TC1333  DYNAMIC HT  -         345.505 (meters)    1133.54  (feet)  COMP
 TC1333  MODELED GRAV-     980,833.4   (mgal)                       NAVD 88
 TC1333
 TC1333  VERT ORDER  -  SECOND    CLASS I
 TC1333
 TC1333.The horizontal coordinates were scaled from a topographic map and have
 TC1333.an estimated accuracy of +/- 6 seconds.
 TC1333
 TC1333.The orthometric height was determined by differential leveling
 TC1333.and adjusted by the National Geodetic Survey in June 1991..
 TC1333
 TC1333.The geoid height was determined by GEOID03.
 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     -   329,400.      692,210.      MT  (+/- 180 meters Scaled)
 TC1333
 TC1333                          SUPERSEDED SURVEY CONTROL
 TC1333
 TC1333.No superseded survey control is available for this station.
 TC1333
 TC1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP848790(NAD 83)
 TC1333_MARKER: DB = BENCH MARK DISK
 TC1333_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 TC1333_SP_SET: BRIDGE WINGWALL
 TC1333_STAMPING: 3903 K 1960
 TC1333_MARK LOGO: MNHD  
 TC1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1333
 TC1333  HISTORY     - Date     Condition        Report By
 TC1333  HISTORY     - 1960     MONUMENTED       MNHD
 TC1333  HISTORY     - 1983     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1319 ***********************************************************************
 TC1319  DESIGNATION -  3903 R RESET
 TC1319  PID         -  TC1319
 TC1319  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1319  USGS QUAD   -  BAUDETTE (1968)
 TC1319
 TC1319                         *CURRENT SURVEY CONTROL
 TC1319  ___________________________________________________________________
 TC1319* NAD 83(1986)-  48 40 16.     (N)    094 33 38.     (W)     SCALED    
 TC1319* NAVD 88     -       337.001  (meters)    1105.64   (feet)  ADJUSTED  
 TC1319  ___________________________________________________________________
 TC1319  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 TC1319  DYNAMIC HT  -         337.088 (meters)    1105.93  (feet)  COMP
 TC1319  MODELED GRAV-     980,859.4   (mgal)                       NAVD 88
 TC1319
 TC1319  VERT ORDER  -  SECOND    CLASS I
 TC1319
 TC1319.The horizontal coordinates were scaled from a topographic map and have
 TC1319.an estimated accuracy of +/- 6 seconds.
 TC1319
 TC1319.The orthometric height was determined by differential leveling
 TC1319.and adjusted by the National Geodetic Survey in June 1991..
 TC1319
 TC1319.The geoid height was determined by GEOID03.
 TC1319
 TC1319.The dynamic height is computed by dividing the NAVD 88
 TC1319.geopotential number by the normal gravity value computed on the
 TC1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1319.degrees latitude (g = 980.6199 gals.).
 TC1319
 TC1319.The modeled gravity was interpolated from observed gravity values.
 TC1319
 TC1319;                    North         East    Units  Estimated Accuracy
 TC1319;SPC MN N     -   342,400.      692,430.      MT  (+/- 180 meters Scaled)
 TC1319
 TC1319                          SUPERSEDED SURVEY CONTROL
 TC1319
 TC1319.No superseded survey control is available for this station.
 TC1319
 TC1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP851920(NAD 83)
 TC1319_MARKER: DB = BENCH MARK DISK
 TC1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1319_SP_SET: CONCRETE POST
 TC1319_STAMPING: 3903 R RESET 1967
 TC1319_MARK LOGO: MNHD  
 TC1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1319+STABILITY: SURFACE MOTION
 TC1319
 TC1319  HISTORY     - Date     Condition        Report By
 TC1319  HISTORY     - 1967     MONUMENTED       MNHD
 TC1319  HISTORY     - 1983     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1316 ***********************************************************************
 TC1316  DESIGNATION -  3903 T RESET
 TC1316  PID         -  TC1316
 TC1316  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1316  USGS QUAD   -  BAUDETTE (1968)
 TC1316
 TC1316                         *CURRENT SURVEY CONTROL
 TC1316  ___________________________________________________________________
 TC1316* NAD 83(1986)-  48 42 02.     (N)    094 33 42.     (W)     SCALED    
 TC1316* NAVD 88     -       333.544  (meters)    1094.30   (feet)  ADJUSTED  
 TC1316  ___________________________________________________________________
 TC1316  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 TC1316  DYNAMIC HT  -         333.632 (meters)    1094.59  (feet)  COMP
 TC1316  MODELED GRAV-     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
 TC1316.and adjusted by the National Geodetic Survey in June 1991..
 TC1316
 TC1316.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC1336 ***********************************************************************
 TC1336  DESIGNATION -  3903 V
 TC1336  PID         -  TC1336
 TC1336  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1336  USGS QUAD   -  BAUDETTE SE (1968)
 TC1336
 TC1336                         *CURRENT SURVEY CONTROL
 TC1336  ___________________________________________________________________
 TC1336* NAD 83(1986)-  48 31 36.     (N)    094 33 40.     (W)     SCALED    
 TC1336* NAVD 88     -       344.671  (meters)    1130.81   (feet)  ADJUSTED  
 TC1336  ___________________________________________________________________
 TC1336  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 TC1336  DYNAMIC HT  -         344.750 (meters)    1131.07  (feet)  COMP
 TC1336  MODELED GRAV-     980,828.9   (mgal)                       NAVD 88
 TC1336
 TC1336  VERT ORDER  -  SECOND    CLASS I
 TC1336
 TC1336.The horizontal coordinates were scaled from a topographic map and have
 TC1336.an estimated accuracy of +/- 6 seconds.
 TC1336
 TC1336.The orthometric height was determined by differential leveling
 TC1336.and adjusted by the National Geodetic Survey in June 1991..
 TC1336
 TC1336.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 TC1336;SPC MN N     -   326,340.      692,090.      MT  (+/- 180 meters Scaled)
 TC1336
 TC1336                          SUPERSEDED SURVEY CONTROL
 TC1336
 TC1336.No superseded survey control is available for this station.
 TC1336
 TC1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP847760(NAD 83)
 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1336+STABILITY: SURFACE MOTION
 TC1336
 TC1336  HISTORY     - Date     Condition        Report By
 TC1336  HISTORY     - 1965     MONUMENTED       MNHD
 TC1336  HISTORY     - 1983     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1335 ***********************************************************************
 TC1335  DESIGNATION -  3903 W
 TC1335  PID         -  TC1335
 TC1335  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1335  USGS QUAD   -  BAUDETTE SE (1968)
 TC1335
 TC1335                         *CURRENT SURVEY CONTROL
 TC1335  ___________________________________________________________________
 TC1335* NAD 83(1986)-  48 32 00.     (N)    094 33 37.     (W)     SCALED    
 TC1335* NAVD 88     -       342.026  (meters)    1122.13   (feet)  ADJUSTED  
 TC1335  ___________________________________________________________________
 TC1335  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 TC1335  DYNAMIC HT  -         342.104 (meters)    1122.39  (feet)  COMP
 TC1335  MODELED GRAV-     980,829.9   (mgal)                       NAVD 88
 TC1335
 TC1335  VERT ORDER  -  SECOND    CLASS I
 TC1335
 TC1335.The horizontal coordinates were scaled from a topographic map and have
 TC1335.an estimated accuracy of +/- 6 seconds.
 TC1335
 TC1335.The orthometric height was determined by differential leveling
 TC1335.and adjusted by the National Geodetic Survey in June 1991..
 TC1335
 TC1335.The geoid height was determined by GEOID03.
 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     -   327,080.      692,160.      MT  (+/- 180 meters Scaled)
 TC1335
 TC1335                          SUPERSEDED SURVEY CONTROL
 TC1335
 TC1335.No superseded survey control is available for this station.
 TC1335
 TC1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP848767(NAD 83)
 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 = OCTOBER  6, 2006
 TC1317 ***********************************************************************
 TC1317  DESIGNATION -  3903 X
 TC1317  PID         -  TC1317
 TC1317  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1317  USGS QUAD   -  BAUDETTE (1968)
 TC1317
 TC1317                         *CURRENT SURVEY CONTROL
 TC1317  ___________________________________________________________________
 TC1317* NAD 83(1986)-  48 41 30.     (N)    094 33 41.     (W)     SCALED    
 TC1317* NAVD 88     -       335.138  (meters)    1099.53   (feet)  ADJUSTED  
 TC1317  ___________________________________________________________________
 TC1317  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 TC1317  DYNAMIC HT  -         335.226 (meters)    1099.82  (feet)  COMP
 TC1317  MODELED GRAV-     980,862.4   (mgal)                       NAVD 88
 TC1317
 TC1317  VERT ORDER  -  SECOND    CLASS I
 TC1317
 TC1317.The horizontal coordinates were scaled from a topographic map and have
 TC1317.an estimated accuracy of +/- 6 seconds.
 TC1317
 TC1317.The orthometric height was determined by differential leveling
 TC1317.and adjusted by the National Geodetic Survey in June 1991..
 TC1317
 TC1317.The geoid height was determined by GEOID03.
 TC1317
 TC1317.The dynamic height is computed by dividing the NAVD 88
 TC1317.geopotential number by the normal gravity value computed on the
 TC1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1317.degrees latitude (g = 980.6199 gals.).
 TC1317
 TC1317.The modeled gravity was interpolated from observed gravity values.
 TC1317
 TC1317;                    North         East    Units  Estimated Accuracy
 TC1317;SPC MN N     -   344,690.      692,410.      MT  (+/- 180 meters Scaled)
 TC1317
 TC1317                          SUPERSEDED SURVEY CONTROL
 TC1317
 TC1317.No superseded survey control is available for this station.
 TC1317
 TC1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP850943(NAD 83)
 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_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1317
 TC1317  HISTORY     - Date     Condition        Report By
 TC1317  HISTORY     - 1983     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1318 ***********************************************************************
 TC1318  DESIGNATION -  3903 Y
 TC1318  PID         -  TC1318
 TC1318  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1318  USGS QUAD   -  BAUDETTE (1968)
 TC1318
 TC1318                         *CURRENT SURVEY CONTROL
 TC1318  ___________________________________________________________________
 TC1318* NAD 83(1986)-  48 40 47.     (N)    094 33 41.     (W)     SCALED    
 TC1318* NAVD 88     -       337.177  (meters)    1106.22   (feet)  ADJUSTED  
 TC1318  ___________________________________________________________________
 TC1318  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 TC1318  DYNAMIC HT  -         337.265 (meters)    1106.51  (feet)  COMP
 TC1318  MODELED GRAV-     980,860.8   (mgal)                       NAVD 88
 TC1318
 TC1318  VERT ORDER  -  SECOND    CLASS I
 TC1318
 TC1318.The horizontal coordinates were scaled from a topographic map and have
 TC1318.an estimated accuracy of +/- 6 seconds.
 TC1318
 TC1318.The orthometric height was determined by differential leveling
 TC1318.and adjusted by the National Geodetic Survey in June 1991..
 TC1318
 TC1318.The geoid height was determined by GEOID03.
 TC1318
 TC1318.The dynamic height is computed by dividing the NAVD 88
 TC1318.geopotential number by the normal gravity value computed on the
 TC1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1318.degrees latitude (g = 980.6199 gals.).
 TC1318
 TC1318.The modeled gravity was interpolated from observed gravity values.
 TC1318
 TC1318;                    North         East    Units  Estimated Accuracy
 TC1318;SPC MN N     -   343,360.      692,390.      MT  (+/- 180 meters Scaled)
 TC1318
 TC1318                          SUPERSEDED SURVEY CONTROL
 TC1318
 TC1318.No superseded survey control is available for this station.
 TC1318
 TC1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP850930(NAD 83)
 TC1318_MARKER: DB = BENCH MARK DISK
 TC1318_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TC1318_SP_SET: COPPER-CLAD STEEL ROD
 TC1318_STAMPING: 3903 Y 1983
 TC1318_MARK LOGO: MNDT  
 TC1318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1318
 TC1318  HISTORY     - Date     Condition        Report By
 TC1318  HISTORY     - 1983     MONUMENTED       MNDT
 TC1318
 TC1318                          STATION DESCRIPTION
 TC1318
 TC1318'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1318'2.25 MI SOUTH FROM BAUDETTE.
 TC1318'THE MARK IS LOCATED ABOUT 2-1/4 MILES SOUTH OF THE TOWN OF BAUDETTE,
 TC1318'NEAR THE EAST 1/4 OF SECTION 13, T160N, R31W, 2.25 MILES SOUTH ALONG
 TC1318'TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST
 TC1318'PART OF BAUDETTE, 94.0 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY
 TC1318'72 AT MILEPOINT 72.5, 9 FEET NORTH OF A POWER POLE, AND 1.5 FEET EAST
 TC1318'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 TC1318'MONUMENT DISK STAMPED---3903 Y 1983---, IS SET ON THE TOP OF A 5/8
 TC1318'INCH DIAMETER BY 29 FOOT LONG DRIVEN COPPER CLAD STEEL ROD THAT IS
 TC1318'FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE
 TC1318'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC1323 ***********************************************************************
 TC1323  DESIGNATION -  3903 Z
 TC1323  PID         -  TC1323
 TC1323  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1323  USGS QUAD   -  BAUDETTE (1968)
 TC1323
 TC1323                         *CURRENT SURVEY CONTROL
 TC1323  ___________________________________________________________________
 TC1323* NAD 83(1986)-  48 38 57.     (N)    094 33 29.     (W)     SCALED    
 TC1323* NAVD 88     -       339.042  (meters)    1112.34   (feet)  ADJUSTED  
 TC1323  ___________________________________________________________________
 TC1323  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 TC1323  DYNAMIC HT  -         339.128 (meters)    1112.62  (feet)  COMP
 TC1323  MODELED GRAV-     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
 TC1323.and adjusted by the National Geodetic Survey in June 1991..
 TC1323
 TC1323.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TC0235 ***********************************************************************
 TC0235  DESIGNATION -  3904 A
 TC0235  PID         -  TC0235
 TC0235  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0235  USGS QUAD   -  BAUDETTE (1968)
 TC0235
 TC0235                         *CURRENT SURVEY CONTROL
 TC0235  ___________________________________________________________________
 TC0235* NAD 83(1996)-  48 42 53.77299(N)    094 37 11.31938(W)     ADJUSTED  
 TC0235* NAVD 88     -       331.697  (meters)    1088.24   (feet)  ADJUSTED  
 TC0235  ___________________________________________________________________
 TC0235  X           -    -339,612.606 (meters)                     COMP
 TC0235  Y           -  -4,202,808.822 (meters)                     COMP
 TC0235  Z           -   4,769,929.056 (meters)                     COMP
 TC0235  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 TC0235  ELLIP HEIGHT-         302.71  (meters)          (03/29/02) GPS OBS
 TC0235  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 TC0235  DYNAMIC HT  -         331.785 (meters)    1088.53  (feet)  COMP
 TC0235  MODELED GRAV-     980,865.6   (mgal)                       NAVD 88
 TC0235
 TC0235  HORZ ORDER  -  FIRST
 TC0235  VERT ORDER  -  SECOND    CLASS I
 TC0235  ELLP ORDER  -  FOURTH    CLASS I
 TC0235
 TC0235.The horizontal coordinates were established by GPS observations
 TC0235.and adjusted by the MN DEPT OF TRANSP in March 2002..
 TC0235
 TC0235.The orthometric height was determined by differential leveling
 TC0235.and adjusted by the National Geodetic Survey in August 2003..
 TC0235.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 TC0235
 TC0235.The ellipsoidal height was determined by GPS observations
 TC0235.and is referenced to NAD 83.
 TC0235
 TC0235.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TC0235;SPC MN N     -   347,355.289   688,164.316   MT  1.00002096   -1 07 35.4
 TC0235;UTM  15      - 5,397,033.220   380,850.322   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  NAVD 88 (06/15/91)  331.663  (m)         1088.13   (f) UNKNOWN     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_MARKER: DD = SURVEY DISK
 TC0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0235_SP_SET: MONUMENT
 TC0235_STAMPING: 3904 A 1959
 TC0235_MARK LOGO: MNDT  
 TC0235_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC0235+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1998
 TC0235
 TC0235  HISTORY     - Date     Condition        Report By
 TC0235  HISTORY     - 1959     MONUMENTED       MNDT
 TC0235  HISTORY     - 1972     GOOD             MNDT
 TC0235  HISTORY     - 1981     GOOD             NGS
 TC0235  HISTORY     - 19980113 GOOD             MNDT
 TC0235  HISTORY     - 19980804 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0236 ***********************************************************************
 TC0236  DESIGNATION -  3904 B
 TC0236  PID         -  TC0236
 TC0236  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0236  USGS QUAD   -  BAUDETTE (1968)
 TC0236
 TC0236                         *CURRENT SURVEY CONTROL
 TC0236  ___________________________________________________________________
 TC0236* NAD 83(1986)-  48 43 43.     (N)    094 37 14.     (W)     SCALED    
 TC0236* NAVD 88     -       330.150  (meters)    1083.17   (feet)  ADJUSTED  
 TC0236  ___________________________________________________________________
 TC0236  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 TC0236  DYNAMIC HT  -         330.237 (meters)    1083.45  (feet)  COMP
 TC0236  MODELED GRAV-     980,865.4   (mgal)                       NAVD 88
 TC0236
 TC0236  VERT ORDER  -  FIRST     CLASS II
 TC0236
 TC0236.The horizontal coordinates were scaled from a topographic map and have
 TC0236.an estimated accuracy of +/- 6 seconds.
 TC0236
 TC0236.The orthometric height was determined by differential leveling
 TC0236.and adjusted by the National Geodetic Survey in June 1991..
 TC0236.WARNING-Repeat measurements at this control monument indicate possible
 TC0236.vertical movement.
 TC0236
 TC0236.The geoid height was determined by GEOID03.
 TC0236
 TC0236.The dynamic height is computed by dividing the NAVD 88
 TC0236.geopotential number by the normal gravity value computed on the
 TC0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0236.degrees latitude (g = 980.6199 gals.).
 TC0236
 TC0236.The modeled gravity was interpolated from observed gravity values.
 TC0236
 TC0236;                    North         East    Units  Estimated Accuracy
 TC0236;SPC MN N     -   348,880.      688,140.      MT  (+/- 180 meters Scaled)
 TC0236
 TC0236                          SUPERSEDED SURVEY CONTROL
 TC0236
 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: 15UUP808985(NAD 83)
 TC0236_MARKER: DD = SURVEY DISK
 TC0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TC0236_SP_SET: MONUMENT
 TC0236_STAMPING: 3904-B 1959
 TC0236_MARK LOGO: MNDT  
 TC0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0236
 TC0236  HISTORY     - Date     Condition        Report By
 TC0236  HISTORY     - 1959     MONUMENTED       MNDT
 TC0236  HISTORY     - 1972     GOOD             MNDT
 TC0236  HISTORY     - 1981     GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2494 ***********************************************************************
 PP2494  DESIGNATION -  3M
 PP2494  PID         -  PP2494
 PP2494  STATE/COUNTY-  MN/RAMSEY
 PP2494  USGS QUAD   -  LAKE ELMO (1993)
 PP2494
 PP2494                         *CURRENT SURVEY CONTROL
 PP2494  ___________________________________________________________________
 PP2494* NAD 83(1996)-  44 57 02.65080(N)    092 59 44.91127(W)     ADJUSTED  
 PP2494* NAVD 88     -       370.8    (meters)    1217.     (feet)  VERTCON   
 PP2494  ___________________________________________________________________
 PP2494  LAPLACE CORR-          -7.10  (seconds)                    DEFLEC99
 PP2494  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 PP2494
 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 DEFLEC99 derived deflections.
 PP2494
 PP2494.The geoid height was determined by GEOID03.
 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;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  =   0.99989895
 PP2494!UTM  15      -   0.99994620  x   0.99960000  =   0.99954622
 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(1996)-  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: 15TWK0033177478(NAD 83)
 PP2494_MARKER: DD = SURVEY DISK
 PP2494_SETTING: 0 = UNSPECIFIED SETTING
 PP2494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2494
 PP2494  HISTORY     - Date     Condition        Report By
 PP2494  HISTORY     - 1963     MONUMENTED       MNHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5908 ***********************************************************************
 DF5908  DESIGNATION -  4
 DF5908  PID         -  DF5908
 DF5908  STATE/COUNTY-  MN/PINE
 DF5908  USGS QUAD   -  HENRIETTE (1983)
 DF5908
 DF5908                         *CURRENT SURVEY CONTROL
 DF5908  ___________________________________________________________________
 DF5908* NAD 83(1996)-  45 46 27.15685(N)    093 05 02.10617(W)     ADJUSTED  
 DF5908* NAVD 88     -       297.4    (meters)     976.     (feet)  GPS OBS   
 DF5908  ___________________________________________________________________
 DF5908  X           -    -239,754.634 (meters)                     COMP
 DF5908  Y           -  -4,450,072.511 (meters)                     COMP
 DF5908  Z           -   4,547,971.696 (meters)                     COMP
 DF5908  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 DF5908  ELLIP HEIGHT-         269.41  (meters)          (05/27/03) GPS OBS
 DF5908  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DF5908
 DF5908  HORZ ORDER  -  FIRST
 DF5908  ELLP ORDER  -  THIRD     CLASS I
 DF5908
 DF5908.The horizontal coordinates were established by GPS observations
 DF5908.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5908
 DF5908.The orthometric height was determined by GPS observations and a
 DF5908.high-resolution geoid model.
 DF5908
 DF5908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5908
 DF5908.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5908
 DF5908.The ellipsoidal height was determined by GPS observations
 DF5908.and is referenced to NAD 83.
 DF5908
 DF5908.The geoid height was determined by GEOID03.
 DF5908
 DF5908;                    North         East     Units Scale Factor Converg.
 DF5908;SPC MN C     -   186,718.409   890,689.205   MT  0.99996959   +0 50 36.7
 DF5908;UTM  15      - 5,068,964.622   493,475.626   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  =   0.99955830
 DF5908
 DF5908                          SUPERSEDED SURVEY CONTROL
 DF5908
 DF5908.No superseded survey control is available for this station.
 DF5908
 DF5908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9347668965(NAD 83)
 DF5908_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5908_STAMPING: NO 4
 DF5908_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5908+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5908
 DF5908  HISTORY     - Date     Condition        Report By
 DF5908  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0091 ***********************************************************************
 RN0091  DESIGNATION -  4 BOLT
 RN0091  PID         -  RN0091
 RN0091  STATE/COUNTY-  MN/CARLTON
 RN0091  USGS QUAD   -  ESKO (1993)
 RN0091
 RN0091                         *CURRENT SURVEY CONTROL
 RN0091  ___________________________________________________________________
 RN0091* NAD 83(1986)-  46 39 45.     (N)    092 22 18.     (W)     SCALED    
 RN0091* NAVD 88     -       326.157  (meters)    1070.07   (feet)  ADJUSTED  
 RN0091  ___________________________________________________________________
 RN0091  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 RN0091  DYNAMIC HT  -         326.183 (meters)    1070.15  (feet)  COMP
 RN0091  MODELED GRAV-     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
 RN0091.and adjusted by the National Geodetic Survey in June 1991..
 RN0091
 RN0091.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN0090 ***********************************************************************
 RN0090  DESIGNATION -  4 CAP
 RN0090  PID         -  RN0090
 RN0090  STATE/COUNTY-  MN/CARLTON
 RN0090  USGS QUAD   -  ESKO (1993)
 RN0090
 RN0090                         *CURRENT SURVEY CONTROL
 RN0090  ___________________________________________________________________
 RN0090* NAD 83(1986)-  46 39 45.     (N)    092 22 18.     (W)     SCALED    
 RN0090* NAVD 88     -       327.367  (meters)    1074.04   (feet)  ADJUSTED  
 RN0090  ___________________________________________________________________
 RN0090  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 RN0090  DYNAMIC HT  -         327.393 (meters)    1074.12  (feet)  COMP
 RN0090  MODELED GRAV-     980,685.9   (mgal)                       NAVD 88
 RN0090
 RN0090  VERT ORDER  -  FIRST     CLASS II
 RN0090
 RN0090.The horizontal coordinates were scaled from a topographic map and have
 RN0090.an estimated accuracy of +/- 6 seconds.
 RN0090
 RN0090.The orthometric height was determined by differential leveling
 RN0090.and adjusted by the National Geodetic Survey in June 1991..
 RN0090.WARNING-Repeat measurements at this control monument indicate possible
 RN0090.vertical movement.
 RN0090
 RN0090.The geoid height was determined by GEOID03.
 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     -   286,490.      943,730.      MT  (+/- 180 meters Scaled)
 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: 15TWM480678(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0677 ***********************************************************************
 SK0677  DESIGNATION -  4 CER
 SK0677  PID         -  SK0677
 SK0677  STATE/COUNTY-  MN/CLEARWATER
 SK0677  USGS QUAD   -  LEONARD (1969)
 SK0677
 SK0677                         *CURRENT SURVEY CONTROL
 SK0677  ___________________________________________________________________
 SK0677* NAD 83(1996)-  47 38 45.47710(N)    095 16 14.57544(W)     ADJUSTED  
 SK0677* NAVD 88     -       436.656  (meters)    1432.60   (feet)  ADJUSTED  
 SK0677  ___________________________________________________________________
 SK0677  X           -    -395,479.546 (meters)                     COMP
 SK0677  Y           -  -4,286,961.761 (meters)                     COMP
 SK0677  Z           -   4,690,748.790 (meters)                     COMP
 SK0677  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 SK0677  ELLIP HEIGHT-         409.06  (meters)          (11/18/03) GPS OBS
 SK0677  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 SK0677  DYNAMIC HT  -         436.711 (meters)    1432.78  (feet)  COMP
 SK0677  MODELED GRAV-     980,724.0   (mgal)                       NAVD 88
 SK0677
 SK0677  HORZ ORDER  -  FIRST
 SK0677  VERT ORDER  -  SECOND    CLASS 0
 SK0677  ELLP ORDER  -  THIRD     CLASS I
 SK0677
 SK0677.The horizontal coordinates were established by GPS observations
 SK0677.and adjusted by the MN DEPT OF TRANSP in November 2003..
 SK0677
 SK0677.The orthometric height was determined by differential leveling
 SK0677.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 SK0677
 SK0677.The ellipsoidal height was determined by GPS observations
 SK0677.and is referenced to NAD 83.
 SK0677
 SK0677.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 SK0677;SPC MN N     -   229,690.173   636,940.794   MT  0.99990826   -1 36 32.3
 SK0677;UTM  15      - 5,279,449.943   329,463.259   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  =   0.99984415
 SK0677!UTM  15      -   0.99993589  x   0.99995740  =   0.99989329
 SK0677
 SK0677                          SUPERSEDED SURVEY CONTROL
 SK0677
 SK0677.No superseded survey control is available for this station.
 SK0677
 SK0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2946379450(NAD 83)
 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 = OCTOBER  6, 2006
 SK0678 ***********************************************************************
 SK0678  DESIGNATION -  4 CER A TBM
 SK0678  PID         -  SK0678
 SK0678  STATE/COUNTY-  MN/CLEARWATER
 SK0678  USGS QUAD   -  LEONARD (1969)
 SK0678
 SK0678                         *CURRENT SURVEY CONTROL
 SK0678  ___________________________________________________________________
 SK0678* NAD 83(1986)-  47 39 15.     (N)    095 16 22.     (W)     SCALED    
 SK0678* NAVD 88     -       440.299  (meters)    1444.55   (feet)  ADJUSTED  
 SK0678  ___________________________________________________________________
 SK0678  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 SK0678  DYNAMIC HT  -         440.355 (meters)    1444.73  (feet)  COMP
 SK0678  MODELED GRAV-     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
 SK0678.and adjusted by the National Geodetic Survey in June 1991..
 SK0678
 SK0678.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 SK0678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0678_SP_SET: IN METAL CULVERT
 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 = OCTOBER  6, 2006
 SK0675 ***********************************************************************
 SK0675  DESIGNATION -  4 CER RM 1
 SK0675  PID         -  SK0675
 SK0675  STATE/COUNTY-  MN/CLEARWATER
 SK0675  USGS QUAD   -  LEONARD (1969)
 SK0675
 SK0675                         *CURRENT SURVEY CONTROL
 SK0675  ___________________________________________________________________
 SK0675* NAD 83(1986)-  47 38 43.     (N)    095 16 17.     (W)     SCALED    
 SK0675* NAVD 88     -       435.515  (meters)    1428.85   (feet)  ADJUSTED  
 SK0675  ___________________________________________________________________
 SK0675  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 SK0675  DYNAMIC HT  -         435.569 (meters)    1429.03  (feet)  COMP
 SK0675  MODELED GRAV-     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
 SK0675.and adjusted by the National Geodetic Survey in June 1991..
 SK0675
 SK0675.The geoid height was determined by GEOID03.
 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_MARKER: Q = CHISELED SQUARE
 SK0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0675_SP_SET: ON CONCRETE CULVERT
 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 = OCTOBER  6, 2006
 SK0676 ***********************************************************************
 SK0676  DESIGNATION -  4 CER RM 2
 SK0676  PID         -  SK0676
 SK0676  STATE/COUNTY-  MN/CLEARWATER
 SK0676  USGS QUAD   -  LEONARD (1969)
 SK0676
 SK0676                         *CURRENT SURVEY CONTROL
 SK0676  ___________________________________________________________________
 SK0676* NAD 83(1986)-  47 38 46.     (N)    095 16 14.     (W)     SCALED    
 SK0676* NAVD 88     -       437.155  (meters)    1434.23   (feet)  ADJUSTED  
 SK0676  ___________________________________________________________________
 SK0676  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 SK0676  DYNAMIC HT  -         437.209 (meters)    1434.41  (feet)  COMP
 SK0676  MODELED GRAV-     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
 SK0676.and adjusted by the National Geodetic Survey in June 1991..
 SK0676
 SK0676.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 SK0676_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SK0676_SP_SET: SHALLOW-SET PIPE
 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 = OCTOBER  6, 2006
 PQ1036 ***********************************************************************
 PQ1036  DESIGNATION -  4 JA
 PQ1036  PID         -  PQ1036
 PQ1036  STATE/COUNTY-  MN/REDWOOD
 PQ1036  USGS QUAD   -  MILROY SE (1962)
 PQ1036
 PQ1036                         *CURRENT SURVEY CONTROL
 PQ1036  ___________________________________________________________________
 PQ1036* NAD 83(1996)-  44 15 12.86729(N)    095 30 13.95635(W)     ADJUSTED  
 PQ1036* NAVD 88     -       363.9    (meters)    1194.     (feet)  VERTCON   
 PQ1036  ___________________________________________________________________
 PQ1036  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 PQ1036  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 PQ1036
 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 DEFLEC99 derived deflections.
 PQ1036
 PQ1036.The geoid height was determined by GEOID03.
 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;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  =   0.99987854
 PQ1036!UTM  15      -   0.99994719  x   1.00009142  =   1.00003860
 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_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 = OCTOBER  6, 2006
 QO1167 ***********************************************************************
 QO1167  DESIGNATION -  4 KOS
 QO1167  PID         -  QO1167
 QO1167  STATE/COUNTY-  MN/HENNEPIN
 QO1167  USGS QUAD   -  ROCKFORD (1993)
 QO1167
 QO1167                         *CURRENT SURVEY CONTROL
 QO1167  ___________________________________________________________________
 QO1167* NAD 83(1996)-  45 04 17.89010(N)    093 44 15.12474(W)     ADJUSTED  
 QO1167* NAVD 88     -       295.553  (meters)     969.66   (feet)  ADJUSTED  
 QO1167  ___________________________________________________________________
 QO1167  X           -    -294,128.975 (meters)                     COMP
 QO1167  Y           -  -4,502,550.489 (meters)                     COMP
 QO1167  Z           -   4,493,163.943 (meters)                     COMP
 QO1167  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 QO1167  ELLIP HEIGHT-         267.95  (meters)          (04/01/05) GPS OBS
 QO1167  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 QO1167  DYNAMIC HT  -         295.528 (meters)     969.58  (feet)  COMP
 QO1167  MODELED GRAV-     980,526.1   (mgal)                       NAVD 88
 QO1167
 QO1167  HORZ ORDER  -  FIRST
 QO1167  VERT ORDER  -  SECOND    CLASS I
 QO1167  ELLP ORDER  -  FOURTH    CLASS I
 QO1167
 QO1167.The horizontal coordinates were established by GPS observations
 QO1167.and adjusted by the MN DEPT OF TRANSP in April 2005..
 QO1167
 QO1167.The orthometric height was determined by differential leveling
 QO1167.and adjusted by the National Geodetic Survey in June 1991..
 QO1167
 QO1167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1167
 QO1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1167
 QO1167.The ellipsoidal height was determined by GPS observations
 QO1167.and is referenced to NAD 83.
 QO1167
 QO1167.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1167;SPC MN S     -   330,220.784   820,668.135   MT  0.99997154   +0 11 02.3
 QO1167;UTM  15      - 4,991,172.875   441,943.469   MT  0.99964144   -0 31 19.9
 QO1167
 QO1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1167!SPC MN S     -   0.99995799  x   0.99997154  =   0.99992953
 QO1167!UTM  15      -   0.99995799  x   0.99964144  =   0.99959945
 QO1167
 QO1167                          SUPERSEDED SURVEY CONTROL
 QO1167
 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: 15TVK4194391173(NAD 83)
 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 - April 28, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1147 ***********************************************************************
 PQ1147  DESIGNATION -  4 SEM
 PQ1147  PID         -  PQ1147
 PQ1147  STATE/COUNTY-  MN/LYON
 PQ1147  USGS QUAD   -  GREEN VALLEY (1967)
 PQ1147
 PQ1147                         *CURRENT SURVEY CONTROL
 PQ1147  ___________________________________________________________________
 PQ1147* NAD 83(1996)-  44 37 16.63355(N)    095 52 10.29414(W)     ADJUSTED  
 PQ1147* NAVD 88     -       342.54   (+/-2cm)    1123.8    (feet)  VERTCON   
 PQ1147  ___________________________________________________________________
 PQ1147  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 PQ1147  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 PQ1147
 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.The vertical order pertains to the NGVD 29 superseded value.
 PQ1147
 PQ1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1147
 PQ1147.The geoid height was determined by GEOID03.
 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;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  =   0.99987471
 PQ1147!UTM  15      -   0.99995049  x   1.00023734  =   1.00018781
 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: 15TTK7235144888(NAD 83)
 PQ1147_MARKER: DB = BENCH MARK DISK
 PQ1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1147_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 PQ1098 ***********************************************************************
 PQ1098  DESIGNATION -  4 T
 PQ1098  PID         -  PQ1098
 PQ1098  STATE/COUNTY-  MN/LYON
 PQ1098  USGS QUAD   -  RUSSELL (1963)
 PQ1098
 PQ1098                         *CURRENT SURVEY CONTROL
 PQ1098  ___________________________________________________________________
 PQ1098* NAD 83(1996)-  44 22 14.28216(N)    095 57 21.72368(W)     ADJUSTED  
 PQ1098* NAVD 88     -       477.29   (+/-2cm)    1565.9    (feet)  VERTCON   
 PQ1098  ___________________________________________________________________
 PQ1098  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 PQ1098  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 PQ1098
 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.The vertical order pertains to the NGVD 29 superseded value.
 PQ1098
 PQ1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1098
 PQ1098.The geoid height was determined by GEOID03.
 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;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     -   0.99992933  x   0.99992464  =   0.99985398
 PQ1098!UTM  15      -   0.99992933  x   1.00028222  =   1.00021153
 PQ1098!UTM  14      -   0.99992933  x   1.00032342  =   1.00025273
 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_MARKER: DB = BENCH MARK DISK
 PQ1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1098_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 DF7364 ***********************************************************************
 DF7364  DESIGNATION -  4 TPA
 DF7364  PID         -  DF7364
 DF7364  STATE/COUNTY-  MN/BELTRAMI
 DF7364  USGS QUAD   -  NEBISH (1972)
 DF7364
 DF7364                         *CURRENT SURVEY CONTROL
 DF7364  ___________________________________________________________________
 DF7364* NAD 83(1986)-  47 51 39.     (N)    094 49 08.     (W)     SCALED    
 DF7364* NAVD 88     -       374.020  (meters)    1227.10   (feet)  ADJUSTED  
 DF7364  ___________________________________________________________________
 DF7364  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DF7364  DYNAMIC HT  -         374.080 (meters)    1227.29  (feet)  COMP
 DF7364  MODELED GRAV-     980,761.5   (mgal)                       NAVD 88
 DF7364
 DF7364  VERT ORDER  -  SECOND    CLASS I
 DF7364
 DF7364.The horizontal coordinates were scaled from a topographic map and have
 DF7364.an estimated accuracy of +/- 6 seconds.
 DF7364
 DF7364.The orthometric height was determined by differential leveling
 DF7364.and adjusted by the National Geodetic Survey in April 2004..
 DF7364
 DF7364.The geoid height was determined by GEOID03.
 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     -   252,720.      671,410.      MT  (+/- 180 meters Scaled)
 DF7364
 DF7364                          SUPERSEDED SURVEY CONTROL
 DF7364
 DF7364.No superseded survey control is available for this station.
 DF7364
 DF7364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP639024(NAD 83)
 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 = OCTOBER  6, 2006
 DF5930 ***********************************************************************
 DF5930  DESIGNATION -  40
 DF5930  PID         -  DF5930
 DF5930  STATE/COUNTY-  MN/PINE
 DF5930  USGS QUAD   -  DANBURY EAST (1983)
 DF5930
 DF5930                         *CURRENT SURVEY CONTROL
 DF5930  ___________________________________________________________________
 DF5930* NAD 83(1996)-  46 05 30.15235(N)    092 19 07.03469(W)     ADJUSTED  
 DF5930* NAVD 88     -       304.2    (meters)     998.     (feet)  GPS OBS   
 DF5930  ___________________________________________________________________
 DF5930  X           -    -179,269.905 (meters)                     COMP
 DF5930  Y           -  -4,427,546.619 (meters)                     COMP
 DF5930  Z           -   4,572,522.948 (meters)                     COMP
 DF5930  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DF5930  ELLIP HEIGHT-         277.84  (meters)          (05/27/03) GPS OBS
 DF5930  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DF5930
 DF5930  HORZ ORDER  -  FIRST
 DF5930  ELLP ORDER  -  THIRD     CLASS I
 DF5930
 DF5930.The horizontal coordinates were established by GPS observations
 DF5930.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5930
 DF5930.The orthometric height was determined by GPS observations and a
 DF5930.high-resolution geoid model.
 DF5930
 DF5930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5930
 DF5930.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5930
 DF5930.The ellipsoidal height was determined by GPS observations
 DF5930.and is referenced to NAD 83.
 DF5930
 DF5930.The geoid height was determined by GEOID03.
 DF5930
 DF5930;                    North         East     Units Scale Factor Converg.
 DF5930;SPC MN C     -   223,159.835   949,338.532   MT  0.99993099   +1 23 49.7
 DF5930;UTM  15      - 5,104,462.725   552,673.491   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  =   0.99988744
 DF5930!UTM  15      -   0.99995645  x   0.99963411  =   0.99959057
 DF5930
 DF5930                          SUPERSEDED SURVEY CONTROL
 DF5930
 DF5930.No superseded survey control is available for this station.
 DF5930
 DF5930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5267304463(NAD 83)
 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 - April 21, 2005
 DF5930
 DF5930  HISTORY     - Date     Condition        Report By
 DF5930  HISTORY     - 1999     MONUMENTED       MN-115
 DF5930  HISTORY     - 20050421 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8698 ***********************************************************************
 DF8698  DESIGNATION -  40
 DF8698  PID         -  DF8698
 DF8698  STATE/COUNTY-  MN/KANABEC
 DF8698  USGS QUAD   -  ISLE (1968)
 DF8698
 DF8698                         *CURRENT SURVEY CONTROL
 DF8698  ___________________________________________________________________
 DF8698* NAD 83(1996)-  46 09 10.24776(N)    093 24 34.33545(W)     ADJUSTED  
 DF8698* NAVD 88     -       388.5    (meters)    1275.     (feet)  GPS OBS   
 DF8698  ___________________________________________________________________
 DF8698  X           -    -263,245.305 (meters)                     COMP
 DF8698  Y           -  -4,418,498.585 (meters)                     COMP
 DF8698  Z           -   4,577,293.456 (meters)                     COMP
 DF8698  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 DF8698  ELLIP HEIGHT-         361.14  (meters)          (10/22/03) GPS OBS
 DF8698  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DF8698
 DF8698  HORZ ORDER  -  FIRST
 DF8698  ELLP ORDER  -  THIRD     CLASS II
 DF8698
 DF8698.The horizontal coordinates were established by GPS observations
 DF8698.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8698
 DF8698.The orthometric height was determined by GPS observations and a
 DF8698.high-resolution geoid model.
 DF8698
 DF8698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8698
 DF8698.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8698
 DF8698.The ellipsoidal height was determined by GPS observations
 DF8698.and is referenced to NAD 83.
 DF8698
 DF8698.The geoid height was determined by GEOID03.
 DF8698
 DF8698;                    North         East     Units Scale Factor Converg.
 DF8698;SPC MN C     -   228,478.594   864,919.534   MT  0.99992705   +0 36 28.7
 DF8698;UTM  15      - 5,111,111.536   468,375.996   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  =   0.99987044
 DF8698!UTM  15      -   0.99994339  x   0.99961229  =   0.99955570
 DF8698
 DF8698                          SUPERSEDED SURVEY CONTROL
 DF8698
 DF8698.No superseded survey control is available for this station.
 DF8698
 DF8698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6837611112(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8698+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8698
 DF8698  HISTORY     - Date     Condition        Report By
 DF8698  HISTORY     - 2001     MONUMENTED       MN-065
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5981 ***********************************************************************
 DE5981  DESIGNATION -  40 RC
 DE5981  PID         -  DE5981
 DE5981  STATE/COUNTY-  MN/PINE
 DE5981  USGS QUAD   -  CLOVERDALE (1981)
 DE5981
 DE5981                         *CURRENT SURVEY CONTROL
 DE5981  ___________________________________________________________________
 DE5981* NAD 83(1996)-  46 00 42.81463(N)    092 41 44.07643(W)     ADJUSTED  
 DE5981* NAVD 88     -       300.515  (meters)     985.94   (feet)  ADJUSTED  
 DE5981  ___________________________________________________________________
 DE5981  X           -    -208,695.467 (meters)                     COMP
 DE5981  Y           -  -4,432,649.109 (meters)                     COMP
 DE5981  Z           -   4,566,362.690 (meters)                     COMP
 DE5981  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 DE5981  ELLIP HEIGHT-         273.76  (meters)          (07/08/02) GPS OBS
 DE5981  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DE5981  DYNAMIC HT  -         300.537 (meters)     986.01  (feet)  COMP
 DE5981  MODELED GRAV-     980,679.5   (mgal)                       NAVD 88
 DE5981
 DE5981  HORZ ORDER  -  FIRST
 DE5981  VERT ORDER  -  SECOND    CLASS I
 DE5981  ELLP ORDER  -  THIRD     CLASS II
 DE5981
 DE5981.The horizontal coordinates were established by GPS observations
 DE5981.and adjusted by the MN DEPT OF TRANSP in July 2002..
 DE5981
 DE5981.The orthometric height was determined by differential leveling
 DE5981.and adjusted by the National Geodetic Survey in March 2006..
 DE5981.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 DE5981
 DE5981.The ellipsoidal height was determined by GPS observations
 DE5981.and is referenced to NAD 83.
 DE5981
 DE5981.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DE5981;SPC MN C     -   213,648.996   920,369.739   MT  0.99993783   +1 07 28.0
 DE5981;UTM  15      - 5,095,413.928   523,567.139   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  =   0.99956393
 DE5981
 DE5981                          SUPERSEDED SURVEY CONTROL
 DE5981
 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: 15TWL2356795414(NAD 83)
 DE5981_MARKER: DH = HORIZONTAL CONTROL DISK
 DE5981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5981_STAMPING: 40 RC 1954
 DE5981_MARK LOGO: USGS  
 DE5981_PROJECTION: FLUSH
 DE5981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5981+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1997
 DE5981
 DE5981  HISTORY     - Date     Condition        Report By
 DE5981  HISTORY     - 1954     MONUMENTED       USGS
 DE5981  HISTORY     - 19960401 GOOD             MNDT
 DE5981  HISTORY     - 19970409 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1042 ***********************************************************************
 PQ1042  DESIGNATION -  40 T
 PQ1042  PID         -  PQ1042
 PQ1042  STATE/COUNTY-  MN/LYON
 PQ1042  USGS QUAD   -  MILROY SE (1962)
 PQ1042
 PQ1042                         *CURRENT SURVEY CONTROL
 PQ1042  ___________________________________________________________________
 PQ1042* NAD 83(1996)-  44 15 11.80269(N)    095 36 58.29638(W)     ADJUSTED  
 PQ1042* NAVD 88     -       408.00   (+/-2cm)    1338.6    (feet)  VERTCON   
 PQ1042  ___________________________________________________________________
 PQ1042  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 PQ1042  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 PQ1042
 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.The vertical order pertains to the NGVD 29 superseded value.
 PQ1042
 PQ1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1042
 PQ1042.The geoid height was determined by GEOID03.
 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;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  =   0.99987163
 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_MARKER: DB = BENCH MARK DISK
 PQ1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1042_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 AC9312 ***********************************************************************
 AC9312  DESIGNATION -  4002 A
 AC9312  PID         -  AC9312
 AC9312  STATE/COUNTY-  MN/LE SUEUR
 AC9312  USGS QUAD   -  MONTGOMERY (1966)
 AC9312
 AC9312                         *CURRENT SURVEY CONTROL
 AC9312  ___________________________________________________________________
 AC9312* NAD 83(1986)-  44 23 58.     (N)    093 36 21.     (W)     SCALED    
 AC9312* NAVD 88     -       326.354  (meters)    1070.71   (feet)  ADJUSTED  
 AC9312  ___________________________________________________________________
 AC9312  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AC9312  DYNAMIC HT  -         326.317 (meters)    1070.59  (feet)  COMP
 AC9312  MODELED GRAV-     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
 AC9312.and adjusted by the National Geodetic Survey in September 1997..
 AC9312
 AC9312.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 AC9312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9312_STAMPING: 4002 A 1958
 AC9312_MARK LOGO: MNDT  
 AC9312_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9312
 AC9312  HISTORY     - Date     Condition        Report By
 AC9312  HISTORY     - 1958     MONUMENTED       MNDT
 AC9312  HISTORY     - 1989     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9311 ***********************************************************************
 AC9311  DESIGNATION -  4002 B
 AC9311  PID         -  AC9311
 AC9311  STATE/COUNTY-  MN/LE SUEUR
 AC9311  USGS QUAD   -  MONTGOMERY (1966)
 AC9311
 AC9311                         *CURRENT SURVEY CONTROL
 AC9311  ___________________________________________________________________
 AC9311* NAD 83(1996)-  44 24 33.05290(N)    093 36 00.88540(W)     ADJUSTED  
 AC9311* NAVD 88     -       326.749  (meters)    1072.01   (feet)  ADJUSTED  
 AC9311  ___________________________________________________________________
 AC9311  X           -    -286,594.831 (meters)                     COMP
 AC9311  Y           -  -4,554,982.391 (meters)                     COMP
 AC9311  Z           -   4,440,893.790 (meters)                     COMP
 AC9311  LAPLACE CORR-           6.05  (seconds)                    DEFLEC99
 AC9311  ELLIP HEIGHT-         299.00  (meters)          (03/24/05) GPS OBS
 AC9311  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AC9311  DYNAMIC HT  -         326.713 (meters)    1071.89  (feet)  COMP
 AC9311  MODELED GRAV-     980,499.0   (mgal)                       NAVD 88
 AC9311
 AC9311  HORZ ORDER  -  FIRST
 AC9311  VERT ORDER  -  SECOND    CLASS I
 AC9311  ELLP ORDER  -  THIRD     CLASS I
 AC9311
 AC9311.The horizontal coordinates were established by GPS observations
 AC9311.and adjusted by the MN DEPT OF TRANSP in March 2005..
 AC9311
 AC9311.The orthometric height was determined by differential leveling
 AC9311.and adjusted by the National Geodetic Survey in September 1997..
 AC9311
 AC9311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9311
 AC9311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9311
 AC9311.The ellipsoidal height was determined by GPS observations
 AC9311.and is referenced to NAD 83.
 AC9311
 AC9311.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AC9311;SPC MN S     -   256,653.729   831,839.009   MT  0.99992333   +0 16 48.7
 AC9311;UTM  15      - 4,917,496.534   452,207.764   MT  0.99962809   -0 25 12.2
 AC9311
 AC9311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9311!SPC MN S     -   0.99995312  x   0.99992333  =   0.99987645
 AC9311!UTM  15      -   0.99995312  x   0.99962809  =   0.99958123
 AC9311
 AC9311:                Primary Azimuth Mark                     Grid Az
 AC9311:SPC MN S     -  4002 C                                   037 33 42.7
 AC9311:UTM  15      -  4002 C                                   038 15 43.6
 AC9311
 AC9311|---------------------------------------------------------------------|
 AC9311| PID    Reference Object                     Distance      Geod. Az  |
 AC9311|                                                           dddmmss.s |
 AC9311| AC9334 4002 C                              APPROX. 1.1 KM 0375031.4 |
 AC9311|---------------------------------------------------------------------|
 AC9311
 AC9311                          SUPERSEDED SURVEY CONTROL
 AC9311
 AC9311.No superseded survey control is available for this station.
 AC9311
 AC9311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5220817497(NAD 83)
 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 = OCTOBER  6, 2006
 AC9334 ***********************************************************************
 AC9334  DESIGNATION -  4002 C
 AC9334  PID         -  AC9334
 AC9334  STATE/COUNTY-  MN/LE SUEUR
 AC9334  USGS QUAD   -  MONTGOMERY (1966)
 AC9334
 AC9334                         *CURRENT SURVEY CONTROL
 AC9334  ___________________________________________________________________
 AC9334* NAD 83(1996)-  44 25 01.90657(N)    093 35 29.60945(W)     ADJUSTED  
 AC9334* NAVD 88     -       326.014  (meters)    1069.60   (feet)  ADJUSTED  
 AC9334  ___________________________________________________________________
 AC9334  X           -    -285,865.078 (meters)                     COMP
 AC9334  Y           -  -4,554,403.211 (meters)                     COMP
 AC9334  Z           -   4,441,529.510 (meters)                     COMP
 AC9334  LAPLACE CORR-           5.47  (seconds)                    DEFLEC99
 AC9334  ELLIP HEIGHT-         298.30  (meters)          (03/24/05) GPS OBS
 AC9334  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AC9334  DYNAMIC HT  -         325.980 (meters)    1069.49  (feet)  COMP
 AC9334  MODELED GRAV-     980,505.3   (mgal)                       NAVD 88
 AC9334
 AC9334  HORZ ORDER  -  FIRST
 AC9334  VERT ORDER  -  SECOND    CLASS I
 AC9334  ELLP ORDER  -  THIRD     CLASS I
 AC9334
 AC9334.The horizontal coordinates were established by GPS observations
 AC9334.and adjusted by the MN DEPT OF TRANSP in March 2005..
 AC9334
 AC9334.The orthometric height was determined by differential leveling
 AC9334.and adjusted by the National Geodetic Survey in September 1997..
 AC9334
 AC9334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9334
 AC9334.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9334
 AC9334.The ellipsoidal height was determined by GPS observations
 AC9334.and is referenced to NAD 83.
 AC9334
 AC9334.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AC9334;SPC MN S     -   257,547.689   832,526.503   MT  0.99992312   +0 17 10.6
 AC9334;UTM  15      - 4,918,381.764   452,905.927   MT  0.99962727   -0 24 50.5
 AC9334
 AC9334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9334!SPC MN S     -   0.99995323  x   0.99992312  =   0.99987635
 AC9334!UTM  15      -   0.99995323  x   0.99962727  =   0.99958052
 AC9334
 AC9334:                Primary Azimuth Mark                     Grid Az
 AC9334:SPC MN S     -  4002 B                                   217 33 42.7
 AC9334:UTM  15      -  4002 B                                   218 15 43.8
 AC9334
 AC9334|---------------------------------------------------------------------|
 AC9334| PID    Reference Object                     Distance      Geod. Az  |
 AC9334|                                                           dddmmss.s |
 AC9334| AC9311 4002 B                              APPROX. 1.1 KM 2175053.3 |
 AC9334|---------------------------------------------------------------------|
 AC9334
 AC9334                          SUPERSEDED SURVEY CONTROL
 AC9334
 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: 15TVK5290618382(NAD 83)
 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 = OCTOBER  6, 2006
 AC9307 ***********************************************************************
 AC9307  DESIGNATION -  4002 D
 AC9307  PID         -  AC9307
 AC9307  STATE/COUNTY-  MN/LE SUEUR
 AC9307  USGS QUAD   -  MONTGOMERY (1966)
 AC9307
 AC9307                         *CURRENT SURVEY CONTROL
 AC9307  ___________________________________________________________________
 AC9307* NAD 83(1986)-  44 25 43.     (N)    093 35 08.     (W)     SCALED    
 AC9307* NAVD 88     -       323.971  (meters)    1062.89   (feet)  ADJUSTED  
 AC9307  ___________________________________________________________________
 AC9307  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AC9307  DYNAMIC HT  -         323.940 (meters)    1062.79  (feet)  COMP
 AC9307  MODELED GRAV-     980,512.8   (mgal)                       NAVD 88
 AC9307
 AC9307  VERT ORDER  -  SECOND    CLASS I
 AC9307
 AC9307.The horizontal coordinates were scaled from a topographic map and have
 AC9307.an estimated accuracy of +/- 6 seconds.
 AC9307
 AC9307.The orthometric height was determined by differential leveling
 AC9307.and adjusted by the National Geodetic Survey in September 1997..
 AC9307
 AC9307.The geoid height was determined by GEOID03.
 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     -   258,820.      833,000.      MT  (+/- 180 meters Scaled)
 AC9307
 AC9307                          SUPERSEDED SURVEY CONTROL
 AC9307
 AC9307.No superseded survey control is available for this station.
 AC9307
 AC9307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK533196(NAD 83)
 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 = OCTOBER  6, 2006
 AC9303 ***********************************************************************
 AC9303  DESIGNATION -  4002 E
 AC9303  PID         -  AC9303
 AC9303  STATE/COUNTY-  MN/LE SUEUR
 AC9303  USGS QUAD   -  MONTGOMERY (1966)
 AC9303
 AC9303                         *CURRENT SURVEY CONTROL
 AC9303  ___________________________________________________________________
 AC9303* NAD 83(1986)-  44 26 38.     (N)    093 35 05.     (W)     SCALED    
 AC9303* NAVD 88     -       322.483  (meters)    1058.01   (feet)  ADJUSTED  
 AC9303  ___________________________________________________________________
 AC9303  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AC9303  DYNAMIC HT  -         322.453 (meters)    1057.91  (feet)  COMP
 AC9303  MODELED GRAV-     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
 AC9303.and adjusted by the National Geodetic Survey in September 1997..
 AC9303
 AC9303.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9302 ***********************************************************************
 AC9302  DESIGNATION -  4002 F
 AC9302  PID         -  AC9302
 AC9302  STATE/COUNTY-  MN/LE SUEUR
 AC9302  USGS QUAD   -  MONTGOMERY (1966)
 AC9302
 AC9302                         *CURRENT SURVEY CONTROL
 AC9302  ___________________________________________________________________
 AC9302* NAD 83(1986)-  44 27 25.     (N)    093 35 12.     (W)     SCALED    
 AC9302* NAVD 88     -       319.968  (meters)    1049.76   (feet)  ADJUSTED  
 AC9302  ___________________________________________________________________
 AC9302  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AC9302  DYNAMIC HT  -         319.939 (meters)    1049.67  (feet)  COMP
 AC9302  MODELED GRAV-     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
 AC9302.and adjusted by the National Geodetic Survey in September 1997..
 AC9302
 AC9302.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 AC9301 ***********************************************************************
 AC9301  DESIGNATION -  4002 G
 AC9301  PID         -  AC9301
 AC9301  STATE/COUNTY-  MN/LE SUEUR
 AC9301  USGS QUAD   -  MONTGOMERY (1966)
 AC9301
 AC9301                         *CURRENT SURVEY CONTROL
 AC9301  ___________________________________________________________________
 AC9301* NAD 83(1996)-  44 27 55.51703(N)    093 35 06.15253(W)     ADJUSTED  
 AC9301* NAVD 88     -       316.108  (meters)    1037.10   (feet)  ADJUSTED  
 AC9301  ___________________________________________________________________
 AC9301  X           -    -285,112.074 (meters)                     COMP
 AC9301  Y           -  -4,550,683.807 (meters)                     COMP
 AC9301  Z           -   4,445,348.905 (meters)                     COMP
 AC9301  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 AC9301  ELLIP HEIGHT-         288.58  (meters)          (03/24/05) GPS OBS
 AC9301  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AC9301  DYNAMIC HT  -         316.080 (meters)    1037.01  (feet)  COMP
 AC9301  MODELED GRAV-     980,519.5   (mgal)                       NAVD 88
 AC9301
 AC9301  HORZ ORDER  -  FIRST
 AC9301  VERT ORDER  -  SECOND    CLASS I
 AC9301  ELLP ORDER  -  THIRD     CLASS I
 AC9301
 AC9301.The horizontal coordinates were established by GPS observations
 AC9301.and adjusted by the MN DEPT OF TRANSP in March 2005..
 AC9301
 AC9301.The orthometric height was determined by differential leveling
 AC9301.and adjusted by the National Geodetic Survey in September 1997..
 AC9301
 AC9301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9301
 AC9301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9301
 AC9301.The ellipsoidal height was determined by GPS observations
 AC9301.and is referenced to NAD 83.
 AC9301
 AC9301.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AC9301;SPC MN S     -   262,908.636   833,018.188   MT  0.99992224   +0 17 27.1
 AC9301;UTM  15      - 4,923,734.716   453,462.951   MT  0.99962663   -0 24 35.3
 AC9301
 AC9301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9301!SPC MN S     -   0.99995475  x   0.99992224  =   0.99987700
 AC9301!UTM  15      -   0.99995475  x   0.99962663  =   0.99958140
 AC9301
 AC9301                          SUPERSEDED SURVEY CONTROL
 AC9301
 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: 15TVK5346323735(NAD 83)
 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 = OCTOBER  6, 2006
 AC9332 ***********************************************************************
 AC9332  DESIGNATION -  4002 H
 AC9332  PID         -  AC9332
 AC9332  STATE/COUNTY-  MN/LE SUEUR
 AC9332  USGS QUAD   -  MONTGOMERY (1966)
 AC9332
 AC9332                         *CURRENT SURVEY CONTROL
 AC9332  ___________________________________________________________________
 AC9332* NAD 83(1986)-  44 28 49.     (N)    093 34 58.     (W)     SCALED    
 AC9332* NAVD 88     -       314.827  (meters)    1032.89   (feet)  ADJUSTED  
 AC9332  ___________________________________________________________________
 AC9332  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AC9332  DYNAMIC HT  -         314.801 (meters)    1032.81  (feet)  COMP
 AC9332  MODELED GRAV-     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
 AC9332.and adjusted by the National Geodetic Survey in September 1997..
 AC9332
 AC9332.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AC9296 ***********************************************************************
 AC9296  DESIGNATION -  4002 J
 AC9296  PID         -  AC9296
 AC9296  STATE/COUNTY-  MN/LE SUEUR
 AC9296  USGS QUAD   -  MONTGOMERY (1966)
 AC9296
 AC9296                         *CURRENT SURVEY CONTROL
 AC9296  ___________________________________________________________________
 AC9296* NAD 83(1996)-  44 29 37.63582(N)    093 35 08.45880(W)     ADJUSTED  
 AC9296* NAVD 88     -       318.333  (meters)    1044.40   (feet)  ADJUSTED  
 AC9296  ___________________________________________________________________
 AC9296  X           -    -285,024.928 (meters)                     COMP
 AC9296  Y           -  -4,548,477.950 (meters)                     COMP
 AC9296  Z           -   4,447,599.665 (meters)                     COMP
 AC9296  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 AC9296  ELLIP HEIGHT-         290.90  (meters)          (03/24/05) GPS OBS
 AC9296  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AC9296  DYNAMIC HT  -         318.307 (meters)    1044.31  (feet)  COMP
 AC9296  MODELED GRAV-     980,525.5   (mgal)                       NAVD 88
 AC9296
 AC9296  HORZ ORDER  -  FIRST
 AC9296  VERT ORDER  -  SECOND    CLASS I
 AC9296  ELLP ORDER  -  THIRD     CLASS I
 AC9296
 AC9296.The horizontal coordinates were established by GPS observations
 AC9296.and adjusted by the MN DEPT OF TRANSP in March 2005..
 AC9296
 AC9296.The orthometric height was determined by differential leveling
 AC9296.and adjusted by the National Geodetic Survey in September 1997..
 AC9296
 AC9296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9296
 AC9296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9296
 AC9296.The ellipsoidal height was determined by GPS observations
 AC9296.and is referenced to NAD 83.
 AC9296
 AC9296.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AC9296;SPC MN S     -   266,060.204   832,951.238   MT  0.99992205   +0 17 25.5
 AC9296;UTM  15      - 4,926,885.935   453,434.560   MT  0.99962667   -0 24 37.7
 AC9296
 AC9296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9296!SPC MN S     -   0.99995439  x   0.99992205  =   0.99987644
 AC9296!UTM  15      -   0.99995439  x   0.99962667  =   0.99958108
 AC9296
 AC9296                          SUPERSEDED SURVEY CONTROL
 AC9296
 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: 15TVK5343526886(NAD 83)
 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 = OCTOBER  6, 2006
 AC9295 ***********************************************************************
 AC9295  DESIGNATION -  4002 K
 AC9295  PID         -  AC9295
 AC9295  STATE/COUNTY-  MN/LE SUEUR
 AC9295  USGS QUAD   -  NEW PRAGUE (1981)
 AC9295
 AC9295                         *CURRENT SURVEY CONTROL
 AC9295  ___________________________________________________________________
 AC9295* NAD 83(1986)-  44 30 26.     (N)    093 35 05.     (W)     SCALED    
 AC9295* NAVD 88     -       311.289  (meters)    1021.29   (feet)  ADJUSTED  
 AC9295  ___________________________________________________________________
 AC9295  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AC9295  DYNAMIC HT  -         311.264 (meters)    1021.21  (feet)  COMP
 AC9295  MODELED GRAV-     980,528.1   (mgal)                       NAVD 88
 AC9295
 AC9295  VERT ORDER  -  SECOND    CLASS I
 AC9295
 AC9295.The horizontal coordinates were scaled from a topographic map and have
 AC9295.an estimated accuracy of +/- 6 seconds.
 AC9295
 AC9295.The orthometric height was determined by differential leveling
 AC9295.and adjusted by the National Geodetic Survey in September 1997..
 AC9295
 AC9295.The geoid height was determined by GEOID03.
 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     -   267,550.      833,020.      MT  (+/- 180 meters Scaled)
 AC9295
 AC9295                          SUPERSEDED SURVEY CONTROL
 AC9295
 AC9295.No superseded survey control is available for this station.
 AC9295
 AC9295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK535283(NAD 83)
 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 SUITABLE FOR
 AC9295+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9291 ***********************************************************************
 AC9291  DESIGNATION -  4002 L
 AC9291  PID         -  AC9291
 AC9291  STATE/COUNTY-  MN/LE SUEUR
 AC9291  USGS QUAD   -  NEW PRAGUE (1981)
 AC9291
 AC9291                         *CURRENT SURVEY CONTROL
 AC9291  ___________________________________________________________________
 AC9291* NAD 83(1986)-  44 31 39.     (N)    093 35 10.     (W)     SCALED    
 AC9291* NAVD 88     -       316.652  (meters)    1038.88   (feet)  ADJUSTED  
 AC9291  ___________________________________________________________________
 AC9291  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AC9291  DYNAMIC HT  -         316.628 (meters)    1038.80  (feet)  COMP
 AC9291  MODELED GRAV-     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
 AC9291.and adjusted by the National Geodetic Survey in September 1997..
 AC9291
 AC9291.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AC9290 ***********************************************************************
 AC9290  DESIGNATION -  4002 M
 AC9290  PID         -  AC9290
 AC9290  STATE/COUNTY-  MN/LE SUEUR
 AC9290  USGS QUAD   -  NEW PRAGUE (1981)
 AC9290
 AC9290                         *CURRENT SURVEY CONTROL
 AC9290  ___________________________________________________________________
 AC9290* NAD 83(1986)-  44 32 14.     (N)    093 35 08.     (W)     SCALED    
 AC9290* NAVD 88     -       297.206  (meters)     975.08   (feet)  ADJUSTED  
 AC9290  ___________________________________________________________________
 AC9290  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AC9290  DYNAMIC HT  -         297.185 (meters)     975.01  (feet)  COMP
 AC9290  MODELED GRAV-     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
 AC9290.and adjusted by the National Geodetic Survey in September 1997..
 AC9290
 AC9290.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AC9335 ***********************************************************************
 AC9335  DESIGNATION -  4002 N
 AC9335  PID         -  AC9335
 AC9335  STATE/COUNTY-  MN/LE SUEUR
 AC9335  USGS QUAD   -  MONTGOMERY (1966)
 AC9335
 AC9335                         *CURRENT SURVEY CONTROL
 AC9335  ___________________________________________________________________
 AC9335* NAD 83(1986)-  44 26 27.     (N)    093 34 56.     (W)     SCALED    
 AC9335* NAVD 88     -       331.099  (meters)    1086.28   (feet)  ADJUSTED  
 AC9335  ___________________________________________________________________
 AC9335  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AC9335  DYNAMIC HT  -         331.068 (meters)    1086.18  (feet)  COMP
 AC9335  MODELED GRAV-     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
 AC9335.and adjusted by the National Geodetic Survey in September 1997..
 AC9335
 AC9335.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AC9336 ***********************************************************************
 AC9336  DESIGNATION -  4002 P
 AC9336  PID         -  AC9336
 AC9336  STATE/COUNTY-  MN/LE SUEUR
 AC9336  USGS QUAD   -  MONTGOMERY (1966)
 AC9336
 AC9336                         *CURRENT SURVEY CONTROL
 AC9336  ___________________________________________________________________
 AC9336* NAD 83(1986)-  44 25 55.     (N)    093 34 39.     (W)     SCALED    
 AC9336* NAVD 88     -       324.641  (meters)    1065.09   (feet)  ADJUSTED  
 AC9336  ___________________________________________________________________
 AC9336  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AC9336  DYNAMIC HT  -         324.610 (meters)    1064.99  (feet)  COMP
 AC9336  MODELED GRAV-     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
 AC9336.and adjusted by the National Geodetic Survey in September 1997..
 AC9336
 AC9336.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AC8155 ***********************************************************************
 AC8155  DESIGNATION -  4003 A
 AC8155  PID         -  AC8155
 AC8155  STATE/COUNTY-  MN/LE SUEUR
 AC8155  USGS QUAD   -  NEW PRAGUE (1981)
 AC8155
 AC8155                         *CURRENT SURVEY CONTROL
 AC8155  ___________________________________________________________________
 AC8155* NAD 83(1986)-  44 32 35.     (N)    093 33 12.     (W)     SCALED    
 AC8155* NAVD 88     -       310.900  (meters)    1020.01   (feet)  ADJUSTED  
 AC8155  ___________________________________________________________________
 AC8155  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AC8155  DYNAMIC HT  -         310.879 (meters)    1019.94  (feet)  COMP
 AC8155  MODELED GRAV-     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
 AC8155.and adjusted by the National Geodetic Survey in September 1997..
 AC8155
 AC8155.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AC8153 ***********************************************************************
 AC8153  DESIGNATION -  4003 B
 AC8153  PID         -  AC8153
 AC8153  STATE/COUNTY-  MN/LE SUEUR
 AC8153  USGS QUAD   -  NEW PRAGUE (1981)
 AC8153
 AC8153                         *CURRENT SURVEY CONTROL
 AC8153  ___________________________________________________________________
 AC8153* NAD 83(1986)-  44 32 35.     (N)    093 32 14.     (W)     SCALED    
 AC8153* NAVD 88     -       301.468  (meters)     989.07   (feet)  ADJUSTED  
 AC8153  ___________________________________________________________________
 AC8153  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AC8153  DYNAMIC HT  -         301.447 (meters)     989.00  (feet)  COMP
 AC8153  MODELED GRAV-     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
 AC8153.and adjusted by the National Geodetic Survey in September 1997..
 AC8153
 AC8153.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AC8151 ***********************************************************************
 AC8151  DESIGNATION -  4003 C
 AC8151  PID         -  AC8151
 AC8151  STATE/COUNTY-  MN/LE SUEUR
 AC8151  USGS QUAD   -  NEW PRAGUE (1981)
 AC8151
 AC8151                         *CURRENT SURVEY CONTROL
 AC8151  ___________________________________________________________________
 AC8151* NAD 83(1986)-  44 32 35.     (N)    093 31 36.     (W)     SCALED    
 AC8151* NAVD 88     -       310.217  (meters)    1017.77   (feet)  ADJUSTED  
 AC8151  ___________________________________________________________________
 AC8151  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AC8151  DYNAMIC HT  -         310.196 (meters)    1017.70  (feet)  COMP
 AC8151  MODELED GRAV-     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
 AC8151.and adjusted by the National Geodetic Survey in September 1997..
 AC8151
 AC8151.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 AC8157 ***********************************************************************
 AC8157  DESIGNATION -  4003 E
 AC8157  PID         -  AC8157
 AC8157  STATE/COUNTY-  MN/LE SUEUR
 AC8157  USGS QUAD   -  NEW PRAGUE (1981)
 AC8157
 AC8157                         *CURRENT SURVEY CONTROL
 AC8157  ___________________________________________________________________
 AC8157* NAD 83(1986)-  44 32 32.     (N)    093 34 22.     (W)     SCALED    
 AC8157* NAVD 88     -       305.535  (meters)    1002.41   (feet)  ADJUSTED  
 AC8157  ___________________________________________________________________
 AC8157  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AC8157  DYNAMIC HT  -         305.514 (meters)    1002.34  (feet)  COMP
 AC8157  MODELED GRAV-     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
 AC8157.and adjusted by the National Geodetic Survey in September 1997..
 AC8157
 AC8157.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AC8156 ***********************************************************************
 AC8156  DESIGNATION -  4003 F
 AC8156  PID         -  AC8156
 AC8156  STATE/COUNTY-  MN/LE SUEUR
 AC8156  USGS QUAD   -  NEW PRAGUE (1981)
 AC8156
 AC8156                         *CURRENT SURVEY CONTROL
 AC8156  ___________________________________________________________________
 AC8156* NAD 83(1986)-  44 32 35.     (N)    093 33 51.     (W)     SCALED    
 AC8156* NAVD 88     -       302.817  (meters)     993.49   (feet)  ADJUSTED  
 AC8156  ___________________________________________________________________
 AC8156  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AC8156  DYNAMIC HT  -         302.796 (meters)     993.42  (feet)  COMP
 AC8156  MODELED GRAV-     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
 AC8156.and adjusted by the National Geodetic Survey in September 1997..
 AC8156
 AC8156.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AC8154 ***********************************************************************
 AC8154  DESIGNATION -  4003 G
 AC8154  PID         -  AC8154
 AC8154  STATE/COUNTY-  MN/SCOTT
 AC8154  USGS QUAD   -  NEW PRAGUE (1981)
 AC8154
 AC8154                         *CURRENT SURVEY CONTROL
 AC8154  ___________________________________________________________________
 AC8154* NAD 83(1986)-  44 32 38.     (N)    093 32 40.     (W)     SCALED    
 AC8154* NAVD 88     -       309.665  (meters)    1015.96   (feet)  ADJUSTED  
 AC8154  ___________________________________________________________________
 AC8154  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AC8154  DYNAMIC HT  -         309.644 (meters)    1015.89  (feet)  COMP
 AC8154  MODELED GRAV-     980,539.4   (mgal)                       NAVD 88
 AC8154
 AC8154  VERT ORDER  -  SECOND    CLASS I
 AC8154
 AC8154.The horizontal coordinates were scaled from a topographic map and have
 AC8154.an estimated accuracy of +/- 6 seconds.
 AC8154
 AC8154.The orthometric height was determined by differential leveling
 AC8154.and adjusted by the National Geodetic Survey in September 1997..
 AC8154
 AC8154.The geoid height was determined by GEOID03.
 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     -   271,640.      836,200.      MT  (+/- 180 meters Scaled)
 AC8154
 AC8154                          SUPERSEDED SURVEY CONTROL
 AC8154
 AC8154.No superseded survey control is available for this station.
 AC8154
 AC8154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK567324(NAD 83)
 AC8154_MARKER: DD = SURVEY DISK
 AC8154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8154_STAMPING: 4003 G 1980
 AC8154_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8154
 AC8154  HISTORY     - Date     Condition        Report By
 AC8154  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8152 ***********************************************************************
 AC8152  DESIGNATION -  4003 H
 AC8152  PID         -  AC8152
 AC8152  STATE/COUNTY-  MN/SCOTT
 AC8152  USGS QUAD   -  NEW PRAGUE (1981)
 AC8152
 AC8152                         *CURRENT SURVEY CONTROL
 AC8152  ___________________________________________________________________
 AC8152* NAD 83(1986)-  44 32 38.     (N)    093 32 05.     (W)     SCALED    
 AC8152* NAVD 88     -       306.594  (meters)    1005.88   (feet)  ADJUSTED  
 AC8152  ___________________________________________________________________
 AC8152  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AC8152  DYNAMIC HT  -         306.573 (meters)    1005.81  (feet)  COMP
 AC8152  MODELED GRAV-     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
 AC8152.and adjusted by the National Geodetic Survey in September 1997..
 AC8152
 AC8152.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 AC8152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8152_STAMPING: 4003 H 1980
 AC8152_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8152
 AC8152  HISTORY     - Date     Condition        Report By
 AC8152  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8200 ***********************************************************************
 AC8200  DESIGNATION -  4004 A
 AC8200  PID         -  AC8200
 AC8200  STATE/COUNTY-  MN/LE SUEUR
 AC8200  USGS QUAD   -  NEW PRAGUE (1981)
 AC8200
 AC8200                         *CURRENT SURVEY CONTROL
 AC8200  ___________________________________________________________________
 AC8200* NAD 83(1986)-  44 32 36.     (N)    093 36 44.     (W)     SCALED    
 AC8200* NAVD 88     -       298.764  (meters)     980.19   (feet)  ADJUSTED  
 AC8200  ___________________________________________________________________
 AC8200  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AC8200  DYNAMIC HT  -         298.741 (meters)     980.12  (feet)  COMP
 AC8200  MODELED GRAV-     980,530.0   (mgal)                       NAVD 88
 AC8200
 AC8200  VERT ORDER  -  SECOND    CLASS I
 AC8200
 AC8200.The horizontal coordinates were scaled from a topographic map and have
 AC8200.an estimated accuracy of +/- 6 seconds.
 AC8200
 AC8200.The orthometric height was determined by differential leveling
 AC8200.and adjusted by the National Geodetic Survey in September 1997..
 AC8200
 AC8200.The geoid height was determined by GEOID03.
 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     -   271,560.      830,810.      MT  (+/- 180 meters Scaled)
 AC8200
 AC8200                          SUPERSEDED SURVEY CONTROL
 AC8200
 AC8200.No superseded survey control is available for this station.
 AC8200
 AC8200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK513324(NAD 83)
 AC8200_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 AC8195 ***********************************************************************
 AC8195  DESIGNATION -  4004 AA
 AC8195  PID         -  AC8195
 AC8195  STATE/COUNTY-  MN/LE SUEUR
 AC8195  USGS QUAD   -  NEW PRAGUE (1981)
 AC8195
 AC8195                         *CURRENT SURVEY CONTROL
 AC8195  ___________________________________________________________________
 AC8195* NAD 83(1986)-  44 32 35.     (N)    093 37 21.     (W)     SCALED    
 AC8195* NAVD 88     -       309.050  (meters)    1013.94   (feet)  ADJUSTED  
 AC8195  ___________________________________________________________________
 AC8195  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AC8195  DYNAMIC HT  -         309.024 (meters)    1013.86  (feet)  COMP
 AC8195  MODELED GRAV-     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
 AC8195.and adjusted by the National Geodetic Survey in September 1997..
 AC8195
 AC8195.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 AC8195_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8195+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 AC8196 ***********************************************************************
 AC8196  DESIGNATION -  4004 AB
 AC8196  PID         -  AC8196
 AC8196  STATE/COUNTY-  MN/LE SUEUR
 AC8196  USGS QUAD   -  NEW PRAGUE (1981)
 AC8196
 AC8196                         *CURRENT SURVEY CONTROL
 AC8196  ___________________________________________________________________
 AC8196* NAD 83(1986)-  44 32 34.     (N)    093 36 44.     (W)     SCALED    
 AC8196* NAVD 88     -       302.551  (meters)     992.62   (feet)  ADJUSTED  
 AC8196  ___________________________________________________________________
 AC8196  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AC8196  DYNAMIC HT  -         302.527 (meters)     992.54  (feet)  COMP
 AC8196  MODELED GRAV-     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
 AC8196.and adjusted by the National Geodetic Survey in September 1997..
 AC8196
 AC8196.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AC8197 ***********************************************************************
 AC8197  DESIGNATION -  4004 AC
 AC8197  PID         -  AC8197
 AC8197  STATE/COUNTY-  MN/SCOTT
 AC8197  USGS QUAD   -  NEW PRAGUE (1981)
 AC8197
 AC8197                         *CURRENT SURVEY CONTROL
 AC8197  ___________________________________________________________________
 AC8197* NAD 83(1986)-  44 32 38.     (N)    093 36 05.     (W)     SCALED    
 AC8197* NAVD 88     -       306.348  (meters)    1005.08   (feet)  ADJUSTED  
 AC8197  ___________________________________________________________________
 AC8197  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AC8197  DYNAMIC HT  -         306.326 (meters)    1005.00  (feet)  COMP
 AC8197  MODELED GRAV-     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
 AC8197.and adjusted by the National Geodetic Survey in September 1997..
 AC8197
 AC8197.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4669 ***********************************************************************
 AE4669  DESIGNATION -  4004 AC 1
 AE4669  PID         -  AE4669
 AE4669  STATE/COUNTY-  MN/LE SUEUR
 AE4669  USGS QUAD   -  HENDERSON (1981)
 AE4669
 AE4669                         *CURRENT SURVEY CONTROL
 AE4669  ___________________________________________________________________
 AE4669* NAD 83(1986)-  44 31 47.     (N)    093 54 00.     (W)     SCALED    
 AE4669* NAVD 88     -       225.872  (meters)     741.05   (feet)  ADJUSTED  
 AE4669  ___________________________________________________________________
 AE4669  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AE4669  DYNAMIC HT  -         225.844 (meters)     740.96  (feet)  COMP
 AE4669  MODELED GRAV-     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
 AE4669.and adjusted by the National Geodetic Survey in January 1998..
 AE4669
 AE4669.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AC8198 ***********************************************************************
 AC8198  DESIGNATION -  4004 AD
 AC8198  PID         -  AC8198
 AC8198  STATE/COUNTY-  MN/SCOTT
 AC8198  USGS QUAD   -  NEW PRAGUE (1981)
 AC8198
 AC8198                         *CURRENT SURVEY CONTROL
 AC8198  ___________________________________________________________________
 AC8198* NAD 83(1986)-  44 32 38.     (N)    093 35 27.     (W)     SCALED    
 AC8198* NAVD 88     -       309.363  (meters)    1014.97   (feet)  ADJUSTED  
 AC8198  ___________________________________________________________________
 AC8198  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AC8198  DYNAMIC HT  -         309.342 (meters)    1014.90  (feet)  COMP
 AC8198  MODELED GRAV-     980,538.4   (mgal)                       NAVD 88
 AC8198
 AC8198  VERT ORDER  -  SECOND    CLASS I
 AC8198
 AC8198.The horizontal coordinates were scaled from a topographic map and have
 AC8198.an estimated accuracy of +/- 6 seconds.
 AC8198
 AC8198.The orthometric height was determined by differential leveling
 AC8198.and adjusted by the National Geodetic Survey in September 1997..
 AC8198
 AC8198.The geoid height was determined by GEOID03.
 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     -   271,630.      832,510.      MT  (+/- 180 meters Scaled)
 AC8198
 AC8198                          SUPERSEDED SURVEY CONTROL
 AC8198
 AC8198.No superseded survey control is available for this station.
 AC8198
 AC8198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK530324(NAD 83)
 AC8198_MARKER: DD = SURVEY DISK
 AC8198_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8198+WITH SETTING: INTO GROUND
 AC8198_STAMPING: 4004 AD 1980
 AC8198_MARK LOGO: MNDT  
 AC8198_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8198
 AC8198  HISTORY     - Date     Condition        Report By
 AC8198  HISTORY     - 1980     MONUMENTED       MNDT
 AC8198  HISTORY     - 1989     GOOD             MNDT
 AC8198  HISTORY     - 20051015 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4670 ***********************************************************************
 AE4670  DESIGNATION -  4004 AE
 AE4670  PID         -  AE4670
 AE4670  STATE/COUNTY-  MN/SCOTT
 AE4670  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AE4670
 AE4670                         *CURRENT SURVEY CONTROL
 AE4670  ___________________________________________________________________
 AE4670* NAD 83(1986)-  44 32 35.     (N)    093 52 05.     (W)     SCALED    
 AE4670* NAVD 88     -       300.047  (meters)     984.40   (feet)  ADJUSTED  
 AE4670  ___________________________________________________________________
 AE4670  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AE4670  DYNAMIC HT  -         300.013 (meters)     984.29  (feet)  COMP
 AE4670  MODELED GRAV-     980,494.7   (mgal)                       NAVD 88
 AE4670
 AE4670  VERT ORDER  -  SECOND    CLASS I
 AE4670
 AE4670.The horizontal coordinates were scaled from a topographic map and have
 AE4670.an estimated accuracy of +/- 6 seconds.
 AE4670
 AE4670.The orthometric height was determined by differential leveling
 AE4670.and adjusted by the National Geodetic Survey in January 1998..
 AE4670
 AE4670.The geoid height was determined by GEOID03.
 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     -   271,460.      810,490.      MT  (+/- 180 meters Scaled)
 AE4670
 AE4670                          SUPERSEDED SURVEY CONTROL
 AE4670
 AE4670.No superseded survey control is available for this station.
 AE4670
 AE4670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK310325(NAD 83)
 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 3 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 - 1993
 AE4670_ROD/PIPE-DEPTH:  5.5 meters
 AE4670
 AE4670  HISTORY     - Date     Condition        Report By
 AE4670  HISTORY     - 1993     MONUMENTED       MNDT
 AE4670  HISTORY     - 20051015 GOOD             USPSQD
 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 (2005)
 AE4670
 AE4670'RECOVERY NOTE BY US POWER SQUADRON 2005 (BC)
 AE4670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8199 ***********************************************************************
 AC8199  DESIGNATION -  4004 B
 AC8199  PID         -  AC8199
 AC8199  STATE/COUNTY-  MN/SCOTT
 AC8199  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AC8199
 AC8199                         *CURRENT SURVEY CONTROL
 AC8199  ___________________________________________________________________
 AC8199* NAD 83(1986)-  44 32 36.     (N)    093 46 44.     (W)     SCALED    
 AC8199* NAVD 88     -       305.262  (meters)    1001.51   (feet)  ADJUSTED  
 AC8199  ___________________________________________________________________
 AC8199  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AC8199  DYNAMIC HT  -         305.228 (meters)    1001.40  (feet)  COMP
 AC8199  MODELED GRAV-     980,500.3   (mgal)                       NAVD 88
 AC8199
 AC8199  VERT ORDER  -  SECOND    CLASS I
 AC8199
 AC8199.The horizontal coordinates were scaled from a topographic map and have
 AC8199.an estimated accuracy of +/- 6 seconds.
 AC8199
 AC8199.The orthometric height was determined by differential leveling
 AC8199.and adjusted by the National Geodetic Survey in September 1997..
 AC8199
 AC8199.The geoid height was determined by GEOID03.
 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     -   271,510.      817,570.      MT  (+/- 180 meters Scaled)
 AC8199
 AC8199                          SUPERSEDED SURVEY CONTROL
 AC8199
 AC8199.No superseded survey control is available for this station.
 AC8199
 AC8199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK381325(NAD 83)
 AC8199_MARKER: DD = SURVEY DISK
 AC8199_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC8199_STAMPING: 4004 B 1953
 AC8199_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8199
 AC8199  HISTORY     - Date     Condition        Report By
 AC8199  HISTORY     - 1953     MONUMENTED       MNDT
 AC8199  HISTORY     - 1980     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1780 ***********************************************************************
 PP1780  DESIGNATION -  4004 C
 PP1780  PID         -  PP1780
 PP1780  STATE/COUNTY-  MN/LE SUEUR
 PP1780  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 PP1780
 PP1780                         *CURRENT SURVEY CONTROL
 PP1780  ___________________________________________________________________
 PP1780* NAD 83(1986)-  44 32 34.     (N)    093 50 10.     (W)     SCALED    
 PP1780* NAVD 88     -       290.797  (meters)     954.06   (feet)  ADJUSTED  
 PP1780  ___________________________________________________________________
 PP1780  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 PP1780  DYNAMIC HT  -         290.765 (meters)     953.95  (feet)  COMP
 PP1780  MODELED GRAV-     980,498.0   (mgal)                       NAVD 88
 PP1780
 PP1780  VERT ORDER  -  SECOND    CLASS 0
 PP1780
 PP1780.The horizontal coordinates were scaled from a topographic map and have
 PP1780.an estimated accuracy of +/- 6 seconds.
 PP1780
 PP1780.The orthometric height was determined by differential leveling
 PP1780.and adjusted by the National Geodetic Survey in June 1991..
 PP1780
 PP1780.The geoid height was determined by GEOID03.
 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     -   271,430.      813,020.      MT  (+/- 180 meters Scaled)
 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: 15TVK335325(NAD 83)
 PP1780_MARKER: DD = SURVEY DISK
 PP1780_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP1780_SP_SET: 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
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1775 ***********************************************************************
 PP1775  DESIGNATION -  4004 D
 PP1775  PID         -  PP1775
 PP1775  STATE/COUNTY-  MN/LE SUEUR
 PP1775  USGS QUAD   -  HENDERSON (1981)
 PP1775
 PP1775                         *CURRENT SURVEY CONTROL
 PP1775  ___________________________________________________________________
 PP1775* NAD 83(1986)-  44 32 00.     (N)    093 53 07.     (W)     SCALED    
 PP1775* NAVD 88     -       235.388  (meters)     772.27   (feet)  ADJUSTED  
 PP1775  ___________________________________________________________________
 PP1775  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 PP1775  DYNAMIC HT  -         235.360 (meters)     772.18  (feet)  COMP
 PP1775  MODELED GRAV-     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
 PP1775.and adjusted by the National Geodetic Survey in June 1991..
 PP1775
 PP1775.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PP1775_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 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 = OCTOBER  6, 2006
 PP1777 ***********************************************************************
 PP1777  DESIGNATION -  4004 E
 PP1777  PID         -  PP1777
 PP1777  STATE/COUNTY-  MN/SCOTT
 PP1777  USGS QUAD   -  HENDERSON (1981)
 PP1777
 PP1777                         *CURRENT SURVEY CONTROL
 PP1777  ___________________________________________________________________
 PP1777* NAD 83(1986)-  44 32 36.     (N)    093 53 07.     (W)     SCALED    
 PP1777* NAVD 88     -       297.466  (meters)     975.94   (feet)  ADJUSTED  
 PP1777  ___________________________________________________________________
 PP1777  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 PP1777  DYNAMIC HT  -         297.431 (meters)     975.82  (feet)  COMP
 PP1777  MODELED GRAV-     980,492.4   (mgal)                       NAVD 88
 PP1777
 PP1777  VERT ORDER  -  SECOND    CLASS 0
 PP1777
 PP1777.The horizontal coordinates were scaled from a topographic map and have
 PP1777.an estimated accuracy of +/- 6 seconds.
 PP1777
 PP1777.The orthometric height was determined by differential leveling
 PP1777.and adjusted by the National Geodetic Survey in January 1998..
 PP1777
 PP1777.The geoid height was determined by GEOID03.
 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     -   271,490.      809,120.      MT  (+/- 180 meters Scaled)
 PP1777
 PP1777                          SUPERSEDED SURVEY CONTROL
 PP1777
 PP1777  NAVD 88 (06/15/91)  297.486  (m)          976.00   (f) UNKNOWN     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: 15TVK296326(NAD 83)
 PP1777_MARKER: DD = SURVEY DISK
 PP1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1777_STAMPING: 4004 E 1972
 PP1777_MARK LOGO: MNDT  
 PP1777_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1777+STABILITY: SURFACE MOTION
 PP1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1777+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1993
 PP1777
 PP1777  HISTORY     - Date     Condition        Report By
 PP1777  HISTORY     - 1972     MONUMENTED       MNDT
 PP1777  HISTORY     - 1973     GOOD             MNDT
 PP1777  HISTORY     - 19930407 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1778 ***********************************************************************
 PP1778  DESIGNATION -  4004 F
 PP1778  PID         -  PP1778
 PP1778  STATE/COUNTY-  MN/LE SUEUR
 PP1778  USGS QUAD   -  HENDERSON (1981)
 PP1778
 PP1778                         *CURRENT SURVEY CONTROL
 PP1778  ___________________________________________________________________
 PP1778* NAD 83(1986)-  44 32 34.     (N)    093 52 43.     (W)     SCALED    
 PP1778* NAVD 88     -       285.868  (meters)     937.89   (feet)  ADJUSTED  
 PP1778  ___________________________________________________________________
 PP1778  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 PP1778  DYNAMIC HT  -         285.835 (meters)     937.78  (feet)  COMP
 PP1778  MODELED GRAV-     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
 PP1778.and adjusted by the National Geodetic Survey in June 1991..
 PP1778
 PP1778.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AC8177 ***********************************************************************
 AC8177  DESIGNATION -  4004 H
 AC8177  PID         -  AC8177
 AC8177  STATE/COUNTY-  MN/LE SUEUR
 AC8177  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AC8177
 AC8177                         *CURRENT SURVEY CONTROL
 AC8177  ___________________________________________________________________
 AC8177* NAD 83(1986)-  44 32 32.     (N)    093 49 25.     (W)     SCALED    
 AC8177* NAVD 88     -       295.109  (meters)     968.20   (feet)  ADJUSTED  
 AC8177  ___________________________________________________________________
 AC8177  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AC8177  DYNAMIC HT  -         295.076 (meters)     968.10  (feet)  COMP
 AC8177  MODELED GRAV-     980,498.6   (mgal)                       NAVD 88
 AC8177
 AC8177  VERT ORDER  -  SECOND    CLASS I
 AC8177
 AC8177.The horizontal coordinates were scaled from a topographic map and have
 AC8177.an estimated accuracy of +/- 6 seconds.
 AC8177
 AC8177.The orthometric height was determined by differential leveling
 AC8177.and adjusted by the National Geodetic Survey in September 1997..
 AC8177
 AC8177.The geoid height was determined by GEOID03.
 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     -   271,370.      814,020.      MT  (+/- 180 meters Scaled)
 AC8177
 AC8177                          SUPERSEDED SURVEY CONTROL
 AC8177
 AC8177.No superseded survey control is available for this station.
 AC8177
 AC8177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK345324(NAD 83)
 AC8177_MARKER: DD = SURVEY DISK
 AC8177_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8177+WITH SETTING: INTO GROUND
 AC8177_STAMPING: 4004 H 1980
 AC8177_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8177
 AC8177  HISTORY     - Date     Condition        Report By
 AC8177  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8178 ***********************************************************************
 AC8178  DESIGNATION -  4004 J
 AC8178  PID         -  AC8178
 AC8178  STATE/COUNTY-  MN/SCOTT
 AC8178  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AC8178
 AC8178                         *CURRENT SURVEY CONTROL
 AC8178  ___________________________________________________________________
 AC8178* NAD 83(1986)-  44 32 36.     (N)    093 48 47.     (W)     SCALED    
 AC8178* NAVD 88     -       293.941  (meters)     964.37   (feet)  ADJUSTED  
 AC8178  ___________________________________________________________________
 AC8178  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AC8178  DYNAMIC HT  -         293.909 (meters)     964.27  (feet)  COMP
 AC8178  MODELED GRAV-     980,499.6   (mgal)                       NAVD 88
 AC8178
 AC8178  VERT ORDER  -  SECOND    CLASS I
 AC8178
 AC8178.The horizontal coordinates were scaled from a topographic map and have
 AC8178.an estimated accuracy of +/- 6 seconds.
 AC8178
 AC8178.The orthometric height was determined by differential leveling
 AC8178.and adjusted by the National Geodetic Survey in September 1997..
 AC8178
 AC8178.The geoid height was determined by GEOID03.
 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     -   271,500.      814,860.      MT  (+/- 180 meters Scaled)
 AC8178
 AC8178                          SUPERSEDED SURVEY CONTROL
 AC8178
 AC8178.No superseded survey control is available for this station.
 AC8178
 AC8178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK354325(NAD 83)
 AC8178_MARKER: DD = SURVEY DISK
 AC8178_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8178+WITH SETTING: INTO GROUND
 AC8178_STAMPING: 4004 J 1980
 AC8178_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8178
 AC8178  HISTORY     - Date     Condition        Report By
 AC8178  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8179 ***********************************************************************
 AC8179  DESIGNATION -  4004 K
 AC8179  PID         -  AC8179
 AC8179  STATE/COUNTY-  MN/SCOTT
 AC8179  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AC8179
 AC8179                         *CURRENT SURVEY CONTROL
 AC8179  ___________________________________________________________________
 AC8179* NAD 83(1986)-  44 32 36.     (N)    093 48 04.     (W)     SCALED    
 AC8179* NAVD 88     -       295.333  (meters)     968.94   (feet)  ADJUSTED  
 AC8179  ___________________________________________________________________
 AC8179  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AC8179  DYNAMIC HT  -         295.301 (meters)     968.83  (feet)  COMP
 AC8179  MODELED GRAV-     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
 AC8179.and adjusted by the National Geodetic Survey in September 1997..
 AC8179
 AC8179.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 AC8179_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8179+WITH SETTING: INTO GROUND
 AC8179_STAMPING: 4004 K 1980
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8180 ***********************************************************************
 AC8180  DESIGNATION -  4004 L
 AC8180  PID         -  AC8180
 AC8180  STATE/COUNTY-  MN/SCOTT
 AC8180  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AC8180
 AC8180                         *CURRENT SURVEY CONTROL
 AC8180  ___________________________________________________________________
 AC8180* NAD 83(1986)-  44 32 36.     (N)    093 47 25.     (W)     SCALED    
 AC8180* NAVD 88     -       303.191  (meters)     994.72   (feet)  ADJUSTED  
 AC8180  ___________________________________________________________________
 AC8180  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AC8180  DYNAMIC HT  -         303.158 (meters)     994.61  (feet)  COMP
 AC8180  MODELED GRAV-     980,500.3   (mgal)                       NAVD 88
 AC8180
 AC8180  VERT ORDER  -  SECOND    CLASS I
 AC8180
 AC8180.The horizontal coordinates were scaled from a topographic map and have
 AC8180.an estimated accuracy of +/- 6 seconds.
 AC8180
 AC8180.The orthometric height was determined by differential leveling
 AC8180.and adjusted by the National Geodetic Survey in September 1997..
 AC8180
 AC8180.The geoid height was determined by GEOID03.
 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     -   271,500.      816,670.      MT  (+/- 180 meters Scaled)
 AC8180
 AC8180                          SUPERSEDED SURVEY CONTROL
 AC8180
 AC8180.No superseded survey control is available for this station.
 AC8180
 AC8180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK372325(NAD 83)
 AC8180_MARKER: DD = SURVEY DISK
 AC8180_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8180+WITH SETTING: INTO GROUND
 AC8180_STAMPING: 4004 L 1980
 AC8180_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8180
 AC8180  HISTORY     - Date     Condition        Report By
 AC8180  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8181 ***********************************************************************
 AC8181  DESIGNATION -  4004 M
 AC8181  PID         -  AC8181
 AC8181  STATE/COUNTY-  MN/SCOTT
 AC8181  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AC8181
 AC8181                         *CURRENT SURVEY CONTROL
 AC8181  ___________________________________________________________________
 AC8181* NAD 83(1986)-  44 32 36.     (N)    093 46 37.     (W)     SCALED    
 AC8181* NAVD 88     -       305.293  (meters)    1001.62   (feet)  ADJUSTED  
 AC8181  ___________________________________________________________________
 AC8181  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AC8181  DYNAMIC HT  -         305.260 (meters)    1001.51  (feet)  COMP
 AC8181  MODELED GRAV-     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
 AC8181.and adjusted by the National Geodetic Survey in September 1997..
 AC8181
 AC8181.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8182 ***********************************************************************
 AC8182  DESIGNATION -  4004 N
 AC8182  PID         -  AC8182
 AC8182  STATE/COUNTY-  MN/SCOTT
 AC8182  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AC8182
 AC8182                         *CURRENT SURVEY CONTROL
 AC8182  ___________________________________________________________________
 AC8182* NAD 83(1986)-  44 32 37.     (N)    093 45 56.     (W)     SCALED    
 AC8182* NAVD 88     -       299.350  (meters)     982.12   (feet)  ADJUSTED  
 AC8182  ___________________________________________________________________
 AC8182  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AC8182  DYNAMIC HT  -         299.317 (meters)     982.01  (feet)  COMP
 AC8182  MODELED GRAV-     980,500.4   (mgal)                       NAVD 88
 AC8182
 AC8182  VERT ORDER  -  SECOND    CLASS I
 AC8182
 AC8182.The horizontal coordinates were scaled from a topographic map and have
 AC8182.an estimated accuracy of +/- 6 seconds.
 AC8182
 AC8182.The orthometric height was determined by differential leveling
 AC8182.and adjusted by the National Geodetic Survey in September 1997..
 AC8182
 AC8182.The geoid height was determined by GEOID03.
 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     -   271,540.      818,630.      MT  (+/- 180 meters Scaled)
 AC8182
 AC8182                          SUPERSEDED SURVEY CONTROL
 AC8182
 AC8182.No superseded survey control is available for this station.
 AC8182
 AC8182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK391325(NAD 83)
 AC8182_MARKER: DD = SURVEY DISK
 AC8182_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8182_STAMPING: 4004 N 1980
 AC8182_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8182
 AC8182  HISTORY     - Date     Condition        Report By
 AC8182  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8184 ***********************************************************************
 AC8184  DESIGNATION -  4004 P
 AC8184  PID         -  AC8184
 AC8184  STATE/COUNTY-  MN/SCOTT
 AC8184  USGS QUAD   -  UNION HILL (1981)
 AC8184
 AC8184                         *CURRENT SURVEY CONTROL
 AC8184  ___________________________________________________________________
 AC8184* NAD 83(1986)-  44 32 36.     (N)    093 44 41.     (W)     SCALED    
 AC8184* NAVD 88     -       303.623  (meters)     996.14   (feet)  ADJUSTED  
 AC8184  ___________________________________________________________________
 AC8184  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AC8184  DYNAMIC HT  -         303.590 (meters)     996.03  (feet)  COMP
 AC8184  MODELED GRAV-     980,500.9   (mgal)                       NAVD 88
 AC8184
 AC8184  VERT ORDER  -  SECOND    CLASS I
 AC8184
 AC8184.The horizontal coordinates were scaled from a topographic map and have
 AC8184.an estimated accuracy of +/- 6 seconds.
 AC8184
 AC8184.The orthometric height was determined by differential leveling
 AC8184.and adjusted by the National Geodetic Survey in September 1997..
 AC8184
 AC8184.The geoid height was determined by GEOID03.
 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     -   271,510.      820,290.      MT  (+/- 180 meters Scaled)
 AC8184
 AC8184                          SUPERSEDED SURVEY CONTROL
 AC8184
 AC8184.No superseded survey control is available for this station.
 AC8184
 AC8184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK408324(NAD 83)
 AC8184_MARKER: DD = SURVEY DISK
 AC8184_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8184+WITH SETTING: INTO GROUND
 AC8184_STAMPING: 4004 P 1980
 AC8184_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8184
 AC8184  HISTORY     - Date     Condition        Report By
 AC8184  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8185 ***********************************************************************
 AC8185  DESIGNATION -  4004 Q
 AC8185  PID         -  AC8185
 AC8185  STATE/COUNTY-  MN/SCOTT
 AC8185  USGS QUAD   -  UNION HILL (1981)
 AC8185
 AC8185                         *CURRENT SURVEY CONTROL
 AC8185  ___________________________________________________________________
 AC8185* NAD 83(1986)-  44 32 36.     (N)    093 43 49.     (W)     SCALED    
 AC8185* NAVD 88     -       303.024  (meters)     994.17   (feet)  ADJUSTED  
 AC8185  ___________________________________________________________________
 AC8185  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AC8185  DYNAMIC HT  -         302.992 (meters)     994.07  (feet)  COMP
 AC8185  MODELED GRAV-     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
 AC8185.and adjusted by the National Geodetic Survey in September 1997..
 AC8185
 AC8185.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 AC8185_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8185+WITH SETTING: INTO GROUND
 AC8185_STAMPING: 4004 Q 1980
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8186 ***********************************************************************
 AC8186  DESIGNATION -  4004 R
 AC8186  PID         -  AC8186
 AC8186  STATE/COUNTY-  MN/SCOTT
 AC8186  USGS QUAD   -  UNION HILL (1981)
 AC8186
 AC8186                         *CURRENT SURVEY CONTROL
 AC8186  ___________________________________________________________________
 AC8186* NAD 83(1986)-  44 32 36.     (N)    093 43 10.     (W)     SCALED    
 AC8186* NAVD 88     -       301.765  (meters)     990.04   (feet)  ADJUSTED  
 AC8186  ___________________________________________________________________
 AC8186  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AC8186  DYNAMIC HT  -         301.733 (meters)     989.94  (feet)  COMP
 AC8186  MODELED GRAV-     980,502.5   (mgal)                       NAVD 88
 AC8186
 AC8186  VERT ORDER  -  SECOND    CLASS I
 AC8186
 AC8186.The horizontal coordinates were scaled from a topographic map and have
 AC8186.an estimated accuracy of +/- 6 seconds.
 AC8186
 AC8186.The orthometric height was determined by differential leveling
 AC8186.and adjusted by the National Geodetic Survey in September 1997..
 AC8186
 AC8186.The geoid height was determined by GEOID03.
 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     -   271,520.      822,290.      MT  (+/- 180 meters Scaled)
 AC8186
 AC8186                          SUPERSEDED SURVEY CONTROL
 AC8186
 AC8186.No superseded survey control is available for this station.
 AC8186
 AC8186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK428324(NAD 83)
 AC8186_MARKER: DD = SURVEY DISK
 AC8186_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8186+WITH SETTING: INTO GROUND
 AC8186_STAMPING: 4004 R 1980
 AC8186_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8186
 AC8186  HISTORY     - Date     Condition        Report By
 AC8186  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8187 ***********************************************************************
 AC8187  DESIGNATION -  4004 S
 AC8187  PID         -  AC8187
 AC8187  STATE/COUNTY-  MN/LE SUEUR
 AC8187  USGS QUAD   -  UNION HILL (1981)
 AC8187
 AC8187                         *CURRENT SURVEY CONTROL
 AC8187  ___________________________________________________________________
 AC8187* NAD 83(1986)-  44 32 34.     (N)    093 42 33.     (W)     SCALED    
 AC8187* NAVD 88     -       301.536  (meters)     989.29   (feet)  ADJUSTED  
 AC8187  ___________________________________________________________________
 AC8187  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AC8187  DYNAMIC HT  -         301.503 (meters)     989.18  (feet)  COMP
 AC8187  MODELED GRAV-     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
 AC8187.and adjusted by the National Geodetic Survey in September 1997..
 AC8187
 AC8187.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 AC8187_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8187+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 AC8188 ***********************************************************************
 AC8188  DESIGNATION -  4004 T
 AC8188  PID         -  AC8188
 AC8188  STATE/COUNTY-  MN/SCOTT
 AC8188  USGS QUAD   -  UNION HILL (1981)
 AC8188
 AC8188                         *CURRENT SURVEY CONTROL
 AC8188  ___________________________________________________________________
 AC8188* NAD 83(1986)-  44 32 37.     (N)    093 41 53.     (W)     SCALED    
 AC8188* NAVD 88     -       301.575  (meters)     989.42   (feet)  ADJUSTED  
 AC8188  ___________________________________________________________________
 AC8188  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AC8188  DYNAMIC HT  -         301.543 (meters)     989.31  (feet)  COMP
 AC8188  MODELED GRAV-     980,504.0   (mgal)                       NAVD 88
 AC8188
 AC8188  VERT ORDER  -  SECOND    CLASS I
 AC8188
 AC8188.The horizontal coordinates were scaled from a topographic map and have
 AC8188.an estimated accuracy of +/- 6 seconds.
 AC8188
 AC8188.The orthometric height was determined by differential leveling
 AC8188.and adjusted by the National Geodetic Survey in September 1997..
 AC8188
 AC8188.The geoid height was determined by GEOID03.
 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     -   271,560.      823,990.      MT  (+/- 180 meters Scaled)
 AC8188
 AC8188                          SUPERSEDED SURVEY CONTROL
 AC8188
 AC8188.No superseded survey control is available for this station.
 AC8188
 AC8188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK445324(NAD 83)
 AC8188_MARKER: DD = SURVEY DISK
 AC8188_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8188+WITH SETTING: INTO GROUND
 AC8188_STAMPING: 4004 T 1980
 AC8188_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8188
 AC8188  HISTORY     - Date     Condition        Report By
 AC8188  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8189 ***********************************************************************
 AC8189  DESIGNATION -  4004 U
 AC8189  PID         -  AC8189
 AC8189  STATE/COUNTY-  MN/SCOTT
 AC8189  USGS QUAD   -  UNION HILL (1981)
 AC8189
 AC8189                         *CURRENT SURVEY CONTROL
 AC8189  ___________________________________________________________________
 AC8189* NAD 83(1986)-  44 32 37.     (N)    093 41 13.     (W)     SCALED    
 AC8189* NAVD 88     -       302.232  (meters)     991.57   (feet)  ADJUSTED  
 AC8189  ___________________________________________________________________
 AC8189  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AC8189  DYNAMIC HT  -         302.201 (meters)     991.47  (feet)  COMP
 AC8189  MODELED GRAV-     980,505.1   (mgal)                       NAVD 88
 AC8189
 AC8189  VERT ORDER  -  SECOND    CLASS I
 AC8189
 AC8189.The horizontal coordinates were scaled from a topographic map and have
 AC8189.an estimated accuracy of +/- 6 seconds.
 AC8189
 AC8189.The orthometric height was determined by differential leveling
 AC8189.and adjusted by the National Geodetic Survey in September 1997..
 AC8189
 AC8189.The geoid height was determined by GEOID03.
 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     -   271,560.      824,880.      MT  (+/- 180 meters Scaled)
 AC8189
 AC8189                          SUPERSEDED SURVEY CONTROL
 AC8189
 AC8189.No superseded survey control is available for this station.
 AC8189
 AC8189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK454324(NAD 83)
 AC8189_MARKER: DD = SURVEY DISK
 AC8189_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8189_STAMPING: 4004 U 1980
 AC8189_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8189
 AC8189  HISTORY     - Date     Condition        Report By
 AC8189  HISTORY     - 1980     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8190 ***********************************************************************
 AC8190  DESIGNATION -  4004 V
 AC8190  PID         -  AC8190
 AC8190  STATE/COUNTY-  MN/LE SUEUR
 AC8190  USGS QUAD   -  UNION HILL (1981)
 AC8190
 AC8190                         *CURRENT SURVEY CONTROL
 AC8190  ___________________________________________________________________
 AC8190* NAD 83(1986)-  44 32 36.     (N)    093 40 43.     (W)     SCALED    
 AC8190* NAVD 88     -       298.674  (meters)     979.90   (feet)  ADJUSTED  
 AC8190  ___________________________________________________________________
 AC8190  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AC8190  DYNAMIC HT  -         298.643 (meters)     979.80  (feet)  COMP
 AC8190  MODELED GRAV-     980,505.9   (mgal)                       NAVD 88
 AC8190
 AC8190  VERT ORDER  -  SECOND    CLASS I
 AC8190
 AC8190.The horizontal coordinates were scaled from a topographic map and have
 AC8190.an estimated accuracy of +/- 6 seconds.
 AC8190
 AC8190.The orthometric height was determined by differential leveling
 AC8190.and adjusted by the National Geodetic Survey in September 1997..
 AC8190
 AC8190.The geoid height was determined by GEOID03.
 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     -   271,530.      825,540.      MT  (+/- 180 meters Scaled)
 AC8190
 AC8190                          SUPERSEDED SURVEY CONTROL
 AC8190
 AC8190.No superseded survey control is available for this station.
 AC8190
 AC8190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK460324(NAD 83)
 AC8190_MARKER: DD = SURVEY DISK
 AC8190_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8190+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 AC8191 ***********************************************************************
 AC8191  DESIGNATION -  4004 W
 AC8191  PID         -  AC8191
 AC8191  STATE/COUNTY-  MN/LE SUEUR
 AC8191  USGS QUAD   -  UNION HILL (1981)
 AC8191
 AC8191                         *CURRENT SURVEY CONTROL
 AC8191  ___________________________________________________________________
 AC8191* NAD 83(1986)-  44 32 35.     (N)    093 40 03.     (W)     SCALED    
 AC8191* NAVD 88     -       303.759  (meters)     996.58   (feet)  ADJUSTED  
 AC8191  ___________________________________________________________________
 AC8191  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AC8191  DYNAMIC HT  -         303.728 (meters)     996.48  (feet)  COMP
 AC8191  MODELED GRAV-     980,507.4   (mgal)                       NAVD 88
 AC8191
 AC8191  VERT ORDER  -  SECOND    CLASS I
 AC8191
 AC8191.The horizontal coordinates were scaled from a topographic map and have
 AC8191.an estimated accuracy of +/- 6 seconds.
 AC8191
 AC8191.The orthometric height was determined by differential leveling
 AC8191.and adjusted by the National Geodetic Survey in September 1997..
 AC8191
 AC8191.The geoid height was determined by GEOID03.
 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     -   271,510.      826,420.      MT  (+/- 180 meters Scaled)
 AC8191
 AC8191                          SUPERSEDED SURVEY CONTROL
 AC8191
 AC8191.No superseded survey control is available for this station.
 AC8191
 AC8191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK469324(NAD 83)
 AC8191_MARKER: DD = SURVEY DISK
 AC8191_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8191+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 AC8192 ***********************************************************************
 AC8192  DESIGNATION -  4004 X
 AC8192  PID         -  AC8192
 AC8192  STATE/COUNTY-  MN/LE SUEUR
 AC8192  USGS QUAD   -  UNION HILL (1981)
 AC8192
 AC8192                         *CURRENT SURVEY CONTROL
 AC8192  ___________________________________________________________________
 AC8192* NAD 83(1986)-  44 32 35.     (N)    093 39 31.     (W)     SCALED    
 AC8192* NAVD 88     -       301.798  (meters)     990.15   (feet)  ADJUSTED  
 AC8192  ___________________________________________________________________
 AC8192  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AC8192  DYNAMIC HT  -         301.768 (meters)     990.05  (feet)  COMP
 AC8192  MODELED GRAV-     980,510.7   (mgal)                       NAVD 88
 AC8192
 AC8192  VERT ORDER  -  SECOND    CLASS I
 AC8192
 AC8192.The horizontal coordinates were scaled from a topographic map and have
 AC8192.an estimated accuracy of +/- 6 seconds.
 AC8192
 AC8192.The orthometric height was determined by differential leveling
 AC8192.and adjusted by the National Geodetic Survey in September 1997..
 AC8192
 AC8192.The geoid height was determined by GEOID03.
 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     -   271,510.      827,130.      MT  (+/- 180 meters Scaled)
 AC8192
 AC8192                          SUPERSEDED SURVEY CONTROL
 AC8192
 AC8192.No superseded survey control is available for this station.
 AC8192
 AC8192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK476324(NAD 83)
 AC8192_MARKER: DD = SURVEY DISK
 AC8192_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8192+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 AC8193 ***********************************************************************
 AC8193  DESIGNATION -  4004 Y
 AC8193  PID         -  AC8193
 AC8193  STATE/COUNTY-  MN/LE SUEUR
 AC8193  USGS QUAD   -  UNION HILL (1981)
 AC8193
 AC8193                         *CURRENT SURVEY CONTROL
 AC8193  ___________________________________________________________________
 AC8193* NAD 83(1986)-  44 32 35.     (N)    093 38 39.     (W)     SCALED    
 AC8193* NAVD 88     -       309.578  (meters)    1015.67   (feet)  ADJUSTED  
 AC8193  ___________________________________________________________________
 AC8193  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AC8193  DYNAMIC HT  -         309.549 (meters)    1015.58  (feet)  COMP
 AC8193  MODELED GRAV-     980,516.7   (mgal)                       NAVD 88
 AC8193
 AC8193  VERT ORDER  -  SECOND    CLASS I
 AC8193
 AC8193.The horizontal coordinates were scaled from a topographic map and have
 AC8193.an estimated accuracy of +/- 6 seconds.
 AC8193
 AC8193.The orthometric height was determined by differential leveling
 AC8193.and adjusted by the National Geodetic Survey in September 1997..
 AC8193
 AC8193.The geoid height was determined by GEOID03.
 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     -   271,510.      828,280.      MT  (+/- 180 meters Scaled)
 AC8193
 AC8193                          SUPERSEDED SURVEY CONTROL
 AC8193
 AC8193.No superseded survey control is available for this station.
 AC8193
 AC8193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK488323(NAD 83)
 AC8193_MARKER: DD = SURVEY DISK
 AC8193_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8193+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 AC8194 ***********************************************************************
 AC8194  DESIGNATION -  4004 Z
 AC8194  PID         -  AC8194
 AC8194  STATE/COUNTY-  MN/LE SUEUR
 AC8194  USGS QUAD   -  UNION HILL (1981)
 AC8194
 AC8194                         *CURRENT SURVEY CONTROL
 AC8194  ___________________________________________________________________
 AC8194* NAD 83(1986)-  44 32 35.     (N)    093 37 57.     (W)     SCALED    
 AC8194* NAVD 88     -       301.517  (meters)     989.23   (feet)  ADJUSTED  
 AC8194  ___________________________________________________________________
 AC8194  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AC8194  DYNAMIC HT  -         301.491 (meters)     989.14  (feet)  COMP
 AC8194  MODELED GRAV-     980,521.6   (mgal)                       NAVD 88
 AC8194
 AC8194  VERT ORDER  -  SECOND    CLASS I
 AC8194
 AC8194.The horizontal coordinates were scaled from a topographic map and have
 AC8194.an estimated accuracy of +/- 6 seconds.
 AC8194
 AC8194.The orthometric height was determined by differential leveling
 AC8194.and adjusted by the National Geodetic Survey in September 1997..
 AC8194
 AC8194.The geoid height was determined by GEOID03.
 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     -   271,520.      829,200.      MT  (+/- 180 meters Scaled)
 AC8194
 AC8194                          SUPERSEDED SURVEY CONTROL
 AC8194
 AC8194.No superseded survey control is available for this station.
 AC8194
 AC8194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK497323(NAD 83)
 AC8194_MARKER: DD = SURVEY DISK
 AC8194_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8194+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 DH3109 ***********************************************************************
 DH3109  DESIGNATION -  4006 G
 DH3109  PID         -  DH3109
 DH3109  STATE/COUNTY-  MN/LE SUEUR
 DH3109  USGS QUAD   -  ELYSIAN (1977)
 DH3109
 DH3109                         *CURRENT SURVEY CONTROL
 DH3109  ___________________________________________________________________
 DH3109* NAD 83(1996)-  44 11 50.56375(N)    093 39 06.97011(W)     ADJUSTED  
 DH3109* NAVD 88     -       312.0    (meters)    1024.     (feet)  GPS OBS   
 DH3109  ___________________________________________________________________
 DH3109  X           -    -291,750.426 (meters)                     COMP
 DH3109  Y           -  -4,571,116.411 (meters)                     COMP
 DH3109  Z           -   4,424,039.133 (meters)                     COMP
 DH3109  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 DH3109  ELLIP HEIGHT-         283.35  (meters)          (04/27/05) GPS OBS
 DH3109  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DH3109
 DH3109  HORZ ORDER  -  FIRST
 DH3109  ELLP ORDER  -  FOURTH    CLASS I
 DH3109
 DH3109.The horizontal coordinates were established by GPS observations
 DH3109.and adjusted by the MN DEPT OF TRANSP in April 2005..
 DH3109
 DH3109.The orthometric height was determined by GPS observations and a
 DH3109.high-resolution geoid model.
 DH3109
 DH3109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3109
 DH3109.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3109
 DH3109.The ellipsoidal height was determined by GPS observations
 DH3109.and is referenced to NAD 83.
 DH3109
 DH3109.The geoid height was determined by GEOID03.
 DH3109
 DH3109;                    North         East     Units Scale Factor Converg.
 DH3109;SPC MN S     -   233,101.682   827,822.299   MT  0.99993605   +0 14 38.3
 DH3109;UTM  15      - 4,894,002.271   447,905.156   MT  0.99963338   -0 27 16.2
 DH3109
 DH3109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3109!SPC MN S     -   0.99995557  x   0.99993605  =   0.99989163
 DH3109!UTM  15      -   0.99995557  x   0.99963338  =   0.99958897
 DH3109
 DH3109                          SUPERSEDED SURVEY CONTROL
 DH3109
 DH3109.No superseded survey control is available for this station.
 DH3109
 DH3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4790594002(NAD 83)
 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 = OCTOBER  6, 2006
 DF8254 ***********************************************************************
 DF8254  DESIGNATION -  4008 E 1
 DF8254  PID         -  DF8254
 DF8254  STATE/COUNTY-  MN/LE SUEUR
 DF8254  USGS QUAD   -  ST PETER (1991)
 DF8254
 DF8254                         *CURRENT SURVEY CONTROL
 DF8254  ___________________________________________________________________
 DF8254* NAD 83(1996)-  44 19 10.56686(N)    093 53 57.33928(W)     ADJUSTED  
 DF8254* NAVD 88     -       307.9    (meters)    1010.     (feet)  GPS OBS   
 DF8254  ___________________________________________________________________
 DF8254  X           -    -310,834.723 (meters)                     COMP
 DF8254  Y           -  -4,560,355.119 (meters)                     COMP
 DF8254  Z           -   4,433,763.734 (meters)                     COMP
 DF8254  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DF8254  ELLIP HEIGHT-         279.64  (meters)          (10/06/03) GPS OBS
 DF8254  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DF8254
 DF8254  HORZ ORDER  -  FIRST
 DF8254  ELLP ORDER  -  FOURTH    CLASS I
 DF8254
 DF8254.The horizontal coordinates were established by GPS observations
 DF8254.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8254
 DF8254.The orthometric height was determined by GPS observations and a
 DF8254.high-resolution geoid model.
 DF8254
 DF8254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8254
 DF8254.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8254
 DF8254.The ellipsoidal height was determined by GPS observations
 DF8254.and is referenced to NAD 83.
 DF8254
 DF8254.The geoid height was determined by GEOID03.
 DF8254
 DF8254;                    North         East     Units Scale Factor Converg.
 DF8254;SPC MN S     -   246,627.563   808,035.811   MT  0.99992706   +0 04 14.2
 DF8254;UTM  15      - 4,907,764.499   428,290.627   MT  0.99966324   -0 37 41.9
 DF8254
 DF8254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8254!SPC MN S     -   0.99995615  x   0.99992706  =   0.99988322
 DF8254!UTM  15      -   0.99995615  x   0.99966324  =   0.99961941
 DF8254
 DF8254                          SUPERSEDED SURVEY CONTROL
 DF8254
 DF8254.No superseded survey control is available for this station.
 DF8254
 DF8254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2829107764(NAD 83)
 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 = OCTOBER  6, 2006
 AE4689 ***********************************************************************
 AE4689  DESIGNATION -  4008 Q
 AE4689  PID         -  AE4689
 AE4689  STATE/COUNTY-  MN/LE SUEUR
 AE4689  USGS QUAD   -  ST THOMAS (1965)
 AE4689
 AE4689                         *CURRENT SURVEY CONTROL
 AE4689  ___________________________________________________________________
 AE4689* NAD 83(1996)-  44 23 01.36377(N)    093 45 09.54464(W)     ADJUSTED  
 AE4689* NAVD 88     -       318.882  (meters)    1046.20   (feet)  ADJUSTED  
 AE4689  ___________________________________________________________________
 AE4689  X           -    -298,839.151 (meters)                     COMP
 AE4689  Y           -  -4,556,173.882 (meters)                     COMP
 AE4689  Z           -   4,438,865.704 (meters)                     COMP
 AE4689  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AE4689  ELLIP HEIGHT-         290.69  (meters)          (09/16/04) GPS OBS
 AE4689  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AE4689  DYNAMIC HT  -         318.831 (meters)    1046.03  (feet)  COMP
 AE4689  MODELED GRAV-     980,449.2   (mgal)                       NAVD 88
 AE4689
 AE4689  HORZ ORDER  -  FIRST
 AE4689  VERT ORDER  -  SECOND    CLASS I
 AE4689  ELLP ORDER  -  FOURTH    CLASS I
 AE4689
 AE4689.The horizontal coordinates were established by GPS observations
 AE4689.and adjusted by the MN DEPT OF TRANSP in September 2004..
 AE4689
 AE4689.The orthometric height was determined by differential leveling
 AE4689.and adjusted by the National Geodetic Survey in January 1998..
 AE4689
 AE4689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4689
 AE4689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4689
 AE4689.The ellipsoidal height was determined by GPS observations
 AE4689.and is referenced to NAD 83.
 AE4689
 AE4689.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE4689;SPC MN S     -   253,775.774   819,709.069   MT  0.99992414   +0 10 24.1
 AE4689;UTM  15      - 4,914,767.782   440,047.069   MT  0.99964420   -0 31 35.3
 AE4689
 AE4689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4689!SPC MN S     -   0.99995442  x   0.99992414  =   0.99987857
 AE4689!UTM  15      -   0.99995442  x   0.99964420  =   0.99959864
 AE4689
 AE4689|---------------------------------------------------------------------|
 AE4689| PID    Reference Object                     Distance      Geod. Az  |
 AE4689|                                                           dddmmss.s |
 AE4689| AE4672 LECE                                149.162 METERS 19717     |
 AE4689|---------------------------------------------------------------------|
 AE4689
 AE4689                          SUPERSEDED SURVEY CONTROL
 AE4689
 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: 15TVK4004714768(NAD 83)
 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 = OCTOBER  6, 2006
 AC9328 ***********************************************************************
 AC9328  DESIGNATION -  4009 A
 AC9328  PID         -  AC9328
 AC9328  STATE/COUNTY-  MN/LE SUEUR
 AC9328  USGS QUAD   -  LE CENTER (1977)
 AC9328
 AC9328                         *CURRENT SURVEY CONTROL
 AC9328  ___________________________________________________________________
 AC9328* NAD 83(1986)-  44 23 04.     (N)    093 43 40.     (W)     SCALED    
 AC9328* NAVD 88     -       323.484  (meters)    1061.30   (feet)  ADJUSTED  
 AC9328  ___________________________________________________________________
 AC9328  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AC9328  DYNAMIC HT  -         323.433 (meters)    1061.13  (feet)  COMP
 AC9328  MODELED GRAV-     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
 AC9328.and adjusted by the National Geodetic Survey in September 1997..
 AC9328
 AC9328.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 AC9328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 AC9327 ***********************************************************************
 AC9327  DESIGNATION -  4009 B
 AC9327  PID         -  AC9327
 AC9327  STATE/COUNTY-  MN/LE SUEUR
 AC9327  USGS QUAD   -  LE CENTER (1977)
 AC9327
 AC9327                         *CURRENT SURVEY CONTROL
 AC9327  ___________________________________________________________________
 AC9327* NAD 83(1986)-  44 23 03.     (N)    093 42 52.     (W)     SCALED    
 AC9327* NAVD 88     -       312.708  (meters)    1025.94   (feet)  ADJUSTED  
 AC9327  ___________________________________________________________________
 AC9327  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AC9327  DYNAMIC HT  -         312.659 (meters)    1025.78  (feet)  COMP
 AC9327  MODELED GRAV-     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
 AC9327.and adjusted by the National Geodetic Survey in September 1997..
 AC9327
 AC9327.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 AC9326 ***********************************************************************
 AC9326  DESIGNATION -  4009 C
 AC9326  PID         -  AC9326
 AC9326  STATE/COUNTY-  MN/LE SUEUR
 AC9326  USGS QUAD   -  LE CENTER (1977)
 AC9326
 AC9326                         *CURRENT SURVEY CONTROL
 AC9326  ___________________________________________________________________
 AC9326* NAD 83(1996)-  44 23 03.01712(N)    093 42 26.30863(W)     ADJUSTED  
 AC9326* NAVD 88     -       321.466  (meters)    1054.68   (feet)  ADJUSTED  
 AC9326  ___________________________________________________________________
 AC9326  X           -    -295,231.159 (meters)                     COMP
 AC9326  Y           -  -4,556,375.220 (meters)                     COMP
 AC9326  Z           -   4,438,904.031 (meters)                     COMP
 AC9326  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 AC9326  ELLIP HEIGHT-         293.34  (meters)          (09/16/04) GPS OBS
 AC9326  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AC9326  DYNAMIC HT  -         321.416 (meters)    1054.51  (feet)  COMP
 AC9326  MODELED GRAV-     980,454.1   (mgal)                       NAVD 88
 AC9326
 AC9326  HORZ ORDER  -  FIRST
 AC9326  VERT ORDER  -  SECOND    CLASS I
 AC9326  ELLP ORDER  -  FOURTH    CLASS I
 AC9326
 AC9326.The horizontal coordinates were established by GPS observations
 AC9326.and adjusted by the MN DEPT OF TRANSP in September 2004..
 AC9326
 AC9326.The orthometric height was determined by differential leveling
 AC9326.and adjusted by the National Geodetic Survey in September 1997..
 AC9326
 AC9326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9326
 AC9326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9326
 AC9326.The ellipsoidal height was determined by GPS observations
 AC9326.and is referenced to NAD 83.
 AC9326
 AC9326.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AC9326;SPC MN S     -   253,838.738   823,321.889   MT  0.99992413   +0 12 18.6
 AC9326;UTM  15      - 4,914,786.606   443,659.367   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  =   0.99987814
 AC9326!UTM  15      -   0.99995401  x   0.99963904  =   0.99959306
 AC9326
 AC9326                          SUPERSEDED SURVEY CONTROL
 AC9326
 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: 15TVK4365914787(NAD 83)
 AC9326_MARKER: DB = BENCH MARK DISK
 AC9326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9326_STAMPING: 4009 C 1958
 AC9326_MARK LOGO: MNHD  
 AC9326_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9326+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 AC9326
 AC9326  HISTORY     - Date     Condition        Report By
 AC9326  HISTORY     - 1958     MONUMENTED       MNHD
 AC9326  HISTORY     - 1989     GOOD             MNDT
 AC9326  HISTORY     - 20040517 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9325 ***********************************************************************
 AC9325  DESIGNATION -  4009 D
 AC9325  PID         -  AC9325
 AC9325  STATE/COUNTY-  MN/LE SUEUR
 AC9325  USGS QUAD   -  LE CENTER (1977)
 AC9325
 AC9325                         *CURRENT SURVEY CONTROL
 AC9325  ___________________________________________________________________
 AC9325* NAD 83(1996)-  44 23 02.73190(N)    093 41 15.74387(W)     ADJUSTED  
 AC9325* NAVD 88     -       328.957  (meters)    1079.25   (feet)  ADJUSTED  
 AC9325  ___________________________________________________________________
 AC9325  X           -    -293,673.113 (meters)                     COMP
 AC9325  Y           -  -4,556,487.456 (meters)                     COMP
 AC9325  Z           -   4,438,902.992 (meters)                     COMP
 AC9325  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 AC9325  ELLIP HEIGHT-         300.85  (meters)          (09/16/04) GPS OBS
 AC9325  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AC9325  DYNAMIC HT  -         328.908 (meters)    1079.09  (feet)  COMP
 AC9325  MODELED GRAV-     980,460.0   (mgal)                       NAVD 88
 AC9325
 AC9325  HORZ ORDER  -  FIRST
 AC9325  VERT ORDER  -  SECOND    CLASS I
 AC9325  ELLP ORDER  -  FOURTH    CLASS I
 AC9325
 AC9325.The horizontal coordinates were established by GPS observations
 AC9325.and adjusted by the MN DEPT OF TRANSP in September 2004..
 AC9325
 AC9325.The orthometric height was determined by differential leveling
 AC9325.and adjusted by the National Geodetic Survey in September 1997..
 AC9325
 AC9325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9325
 AC9325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9325
 AC9325.The ellipsoidal height was determined by GPS observations
 AC9325.and is referenced to NAD 83.
 AC9325
 AC9325.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AC9325;SPC MN S     -   253,835.714   824,883.761   MT  0.99992413   +0 13 08.0
 AC9325;UTM  15      - 4,914,764.510   445,220.639   MT  0.99963690   -0 28 51.7
 AC9325
 AC9325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9325!SPC MN S     -   0.99995283  x   0.99992413  =   0.99987696
 AC9325!UTM  15      -   0.99995283  x   0.99963690  =   0.99958975
 AC9325
 AC9325                          SUPERSEDED SURVEY CONTROL
 AC9325
 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: 15TVK4522114765(NAD 83)
 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 = OCTOBER  6, 2006
 AC9324 ***********************************************************************
 AC9324  DESIGNATION -  4009 E
 AC9324  PID         -  AC9324
 AC9324  STATE/COUNTY-  MN/LE SUEUR
 AC9324  USGS QUAD   -  LE CENTER (1977)
 AC9324
 AC9324                         *CURRENT SURVEY CONTROL
 AC9324  ___________________________________________________________________
 AC9324* NAD 83(1986)-  44 23 03.     (N)    093 40 03.     (W)     SCALED    
 AC9324* NAVD 88     -       320.073  (meters)    1050.11   (feet)  ADJUSTED  
 AC9324  ___________________________________________________________________
 AC9324  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AC9324  DYNAMIC HT  -         320.027 (meters)    1049.96  (feet)  COMP
 AC9324  MODELED GRAV-     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
 AC9324.and adjusted by the National Geodetic Survey in September 1997..
 AC9324
 AC9324.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AC9323 ***********************************************************************
 AC9323  DESIGNATION -  4009 F
 AC9323  PID         -  AC9323
 AC9323  STATE/COUNTY-  MN/LE SUEUR
 AC9323  USGS QUAD   -  LE CENTER (1977)
 AC9323
 AC9323                         *CURRENT SURVEY CONTROL
 AC9323  ___________________________________________________________________
 AC9323* NAD 83(1986)-  44 23 05.     (N)    093 38 45.     (W)     SCALED    
 AC9323* NAVD 88     -       329.073  (meters)    1079.63   (feet)  ADJUSTED  
 AC9323  ___________________________________________________________________
 AC9323  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AC9323  DYNAMIC HT  -         329.028 (meters)    1079.49  (feet)  COMP
 AC9323  MODELED GRAV-     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
 AC9323.and adjusted by the National Geodetic Survey in September 1997..
 AC9323
 AC9323.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AC9322 ***********************************************************************
 AC9322  DESIGNATION -  4009 G
 AC9322  PID         -  AC9322
 AC9322  STATE/COUNTY-  MN/LE SUEUR
 AC9322  USGS QUAD   -  LE CENTER (1977)
 AC9322
 AC9322                         *CURRENT SURVEY CONTROL
 AC9322  ___________________________________________________________________
 AC9322* NAD 83(1996)-  44 23 04.76332(N)    093 37 35.53903(W)     ADJUSTED  
 AC9322* NAVD 88     -       328.144  (meters)    1076.59   (feet)  ADJUSTED  
 AC9322  ___________________________________________________________________
 AC9322  X           -    -288,805.712 (meters)                     COMP
 AC9322  Y           -  -4,556,754.129 (meters)                     COMP
 AC9322  Z           -   4,438,947.337 (meters)                     COMP
 AC9322  LAPLACE CORR-           6.25  (seconds)                    DEFLEC99
 AC9322  ELLIP HEIGHT-         300.18  (meters)          (09/16/04) GPS OBS
 AC9322  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AC9322  DYNAMIC HT  -         328.102 (meters)    1076.45  (feet)  COMP
 AC9322  MODELED GRAV-     980,480.6   (mgal)                       NAVD 88
 AC9322
 AC9322  HORZ ORDER  -  FIRST
 AC9322  VERT ORDER  -  SECOND    CLASS I
 AC9322  ELLP ORDER  -  FOURTH    CLASS I
 AC9322
 AC9322.The horizontal coordinates were established by GPS observations
 AC9322.and adjusted by the MN DEPT OF TRANSP in September 2004..
 AC9322
 AC9322.The orthometric height was determined by differential leveling
 AC9322.and adjusted by the National Geodetic Survey in September 1997..
 AC9322
 AC9322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9322
 AC9322.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9322
 AC9322.The ellipsoidal height was determined by GPS observations
 AC9322.and is referenced to NAD 83.
 AC9322
 AC9322.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AC9322;SPC MN S     -   253,918.856   829,757.354   MT  0.99992411   +0 15 42.4
 AC9322;UTM  15      - 4,914,788.100   450,093.469   MT  0.99963063   -0 26 17.7
 AC9322
 AC9322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9322!SPC MN S     -   0.99995293  x   0.99992411  =   0.99987705
 AC9322!UTM  15      -   0.99995293  x   0.99963063  =   0.99958358
 AC9322
 AC9322                          SUPERSEDED SURVEY CONTROL
 AC9322
 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_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 = OCTOBER  6, 2006
 AC9317 ***********************************************************************
 AC9317  DESIGNATION -  4009 H
 AC9317  PID         -  AC9317
 AC9317  STATE/COUNTY-  MN/LE SUEUR
 AC9317  USGS QUAD   -  MONTGOMERY (1966)
 AC9317
 AC9317                         *CURRENT SURVEY CONTROL
 AC9317  ___________________________________________________________________
 AC9317* NAD 83(1996)-  44 23 03.08216(N)    093 36 20.75679(W)     ADJUSTED  
 AC9317* NAVD 88     -       324.975  (meters)    1066.19   (feet)  ADJUSTED  
 AC9317  ___________________________________________________________________
 AC9317  X           -    -287,155.765 (meters)                     COMP
 AC9317  Y           -  -4,556,892.553 (meters)                     COMP
 AC9317  Z           -   4,438,908.082 (meters)                     COMP
 AC9317  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 AC9317  ELLIP HEIGHT-         297.08  (meters)          (09/16/04) GPS OBS
 AC9317  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AC9317  DYNAMIC HT  -         324.935 (meters)    1066.06  (feet)  COMP
 AC9317  MODELED GRAV-     980,486.6   (mgal)                       NAVD 88
 AC9317
 AC9317  HORZ ORDER  -  FIRST
 AC9317  VERT ORDER  -  SECOND    CLASS I
 AC9317  ELLP ORDER  -  FOURTH    CLASS I
 AC9317
 AC9317.The horizontal coordinates were established by GPS observations
 AC9317.and adjusted by the MN DEPT OF TRANSP in September 2004..
 AC9317
 AC9317.The orthometric height was determined by differential leveling
 AC9317.and adjusted by the National Geodetic Survey in September 1997..
 AC9317
 AC9317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9317
 AC9317.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9317
 AC9317.The ellipsoidal height was determined by GPS observations
 AC9317.and is referenced to NAD 83.
 AC9317
 AC9317.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AC9317;SPC MN S     -   253,874.741   831,412.770   MT  0.99992413   +0 16 34.8
 AC9317;UTM  15      - 4,914,723.782   451,747.735   MT  0.99962863   -0 25 25.4
 AC9317
 AC9317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9317!SPC MN S     -   0.99995342  x   0.99992413  =   0.99987755
 AC9317!UTM  15      -   0.99995342  x   0.99962863  =   0.99958207
 AC9317
 AC9317|---------------------------------------------------------------------|
 AC9317| PID    Reference Object                     Distance      Geod. Az  |
 AC9317|                                                           dddmmss.s |
 AC9317| AC9319 KILK                                254.110 METERS 08502     |
 AC9317|---------------------------------------------------------------------|
 AC9317
 AC9317                          SUPERSEDED SURVEY CONTROL
 AC9317
 AC9317  NAVD 88 (09/16/04)  324.98   (m)         1066.2    (f) LEVELING    3  
 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: 15TVK5174814724(NAD 83)
 AC9317_MARKER: DB = BENCH MARK DISK
 AC9317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9317_STAMPING: 4009 H 1958
 AC9317_MARK LOGO: MNHD  
 AC9317_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9317+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2002
 AC9317
 AC9317  HISTORY     - Date     Condition        Report By
 AC9317  HISTORY     - 1958     MONUMENTED       MNHD
 AC9317  HISTORY     - 1989     GOOD             MNDT
 AC9317  HISTORY     - 20021231 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4671 ***********************************************************************
 AE4671  DESIGNATION -  4009 J
 AE4671  PID         -  AE4671
 AE4671  STATE/COUNTY-  MN/LE SUEUR
 AE4671  USGS QUAD   -  LE CENTER (1977)
 AE4671
 AE4671                         *CURRENT SURVEY CONTROL
 AE4671  ___________________________________________________________________
 AE4671* NAD 83(1986)-  44 23 00.     (N)    093 44 13.     (W)     SCALED    
 AE4671* NAVD 88     -       320.263  (meters)    1050.73   (feet)  ADJUSTED  
 AE4671  ___________________________________________________________________
 AE4671  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AE4671  DYNAMIC HT  -         320.212 (meters)    1050.56  (feet)  COMP
 AE4671  MODELED GRAV-     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
 AE4671.and adjusted by the National Geodetic Survey in January 1998..
 AE4671
 AE4671.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF8221 ***********************************************************************
 DF8221  DESIGNATION -  4010 D
 DF8221  PID         -  DF8221
 DF8221  STATE/COUNTY-  MN/LE SUEUR
 DF8221  USGS QUAD   -  MONTGOMERY (1966)
 DF8221
 DF8221                         *CURRENT SURVEY CONTROL
 DF8221  ___________________________________________________________________
 DF8221* NAD 83(1996)-  44 23 03.96933(N)    093 31 29.20936(W)     ADJUSTED  
 DF8221* NAVD 88     -       346.5    (meters)    1137.     (feet)  GPS OBS   
 DF8221  ___________________________________________________________________
 DF8221  X           -    -280,714.260 (meters)                     COMP
 DF8221  Y           -  -4,557,290.201 (meters)                     COMP
 DF8221  Z           -   4,438,942.790 (meters)                     COMP
 DF8221  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 DF8221  ELLIP HEIGHT-         318.72  (meters)          (10/06/03) GPS OBS
 DF8221  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DF8221
 DF8221  HORZ ORDER  -  FIRST
 DF8221  ELLP ORDER  -  FOURTH    CLASS I
 DF8221
 DF8221.The horizontal coordinates were established by GPS observations
 DF8221.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8221
 DF8221.The orthometric height was determined by GPS observations and a
 DF8221.high-resolution geoid model.
 DF8221
 DF8221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8221
 DF8221.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8221
 DF8221.The ellipsoidal height was determined by GPS observations
 DF8221.and is referenced to NAD 83.
 DF8221
 DF8221.The geoid height was determined by GEOID03.
 DF8221
 DF8221;                    North         East     Units Scale Factor Converg.
 DF8221;SPC MN S     -   253,936.441   837,865.499   MT  0.99992412   +0 19 59.1
 DF8221;UTM  15      - 4,914,706.637   458,198.805   MT  0.99962149   -0 22 01.5
 DF8221
 DF8221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8221!SPC MN S     -   0.99995003  x   0.99992412  =   0.99987415
 DF8221!UTM  15      -   0.99995003  x   0.99962149  =   0.99957154
 DF8221
 DF8221                          SUPERSEDED SURVEY CONTROL
 DF8221
 DF8221.No superseded survey control is available for this station.
 DF8221
 DF8221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5819914707(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8221+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2002
 DF8221
 DF8221  HISTORY     - Date     Condition        Report By
 DF8221  HISTORY     - 1999     MONUMENTED       MNDT
 DF8221  HISTORY     - 20021223 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4673 ***********************************************************************
 AE4673  DESIGNATION -  4011 C
 AE4673  PID         -  AE4673
 AE4673  STATE/COUNTY-  MN/LE SUEUR
 AE4673  USGS QUAD   -  ST THOMAS (1965)
 AE4673
 AE4673                         *CURRENT SURVEY CONTROL
 AE4673  ___________________________________________________________________
 AE4673* NAD 83(1996)-  44 23 05.74648(N)    093 46 06.42599(W)     ADJUSTED  
 AE4673* NAVD 88     -       304.764  (meters)     999.88   (feet)  ADJUSTED  
 AE4673  ___________________________________________________________________
 AE4673  X           -    -300,088.706 (meters)                     COMP
 AE4673  Y           -  -4,555,986.798 (meters)                     COMP
 AE4673  Z           -   4,438,952.504 (meters)                     COMP
 AE4673  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 AE4673  ELLIP HEIGHT-         276.56  (meters)          (09/16/04) GPS OBS
 AE4673  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AE4673  DYNAMIC HT  -         304.716 (meters)     999.72  (feet)  COMP
 AE4673  MODELED GRAV-     980,450.9   (mgal)                       NAVD 88
 AE4673
 AE4673  HORZ ORDER  -  FIRST
 AE4673  VERT ORDER  -  SECOND    CLASS I
 AE4673  ELLP ORDER  -  FOURTH    CLASS I
 AE4673
 AE4673.The horizontal coordinates were established by GPS observations
 AE4673.and adjusted by the MN DEPT OF TRANSP in September 2004..
 AE4673
 AE4673.The orthometric height was determined by differential leveling
 AE4673.and adjusted by the National Geodetic Survey in January 1998..
 AE4673
 AE4673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4673
 AE4673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4673
 AE4673.The ellipsoidal height was determined by GPS observations
 AE4673.and is referenced to NAD 83.
 AE4673
 AE4673.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE4673;SPC MN S     -   253,907.354   818,449.695   MT  0.99992410   +0 09 44.3
 AE4673;UTM  15      - 4,914,914.694   438,789.747   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  =   0.99988074
 AE4673!UTM  15      -   0.99995664  x   0.99964608  =   0.99960273
 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  NAVD 88 (09/16/04)  304.76   (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: 15TVK3879014915(NAD 83)
 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 = OCTOBER  6, 2006
 AE4674 ***********************************************************************
 AE4674  DESIGNATION -  4011 D
 AE4674  PID         -  AE4674
 AE4674  STATE/COUNTY-  MN/LE SUEUR
 AE4674  USGS QUAD   -  ST THOMAS (1965)
 AE4674
 AE4674                         *CURRENT SURVEY CONTROL
 AE4674  ___________________________________________________________________
 AE4674* NAD 83(1996)-  44 23 05.14592(N)    093 46 41.27084(W)     ADJUSTED  
 AE4674* NAVD 88     -       307.014  (meters)    1007.26   (feet)  ADJUSTED  
 AE4674  ___________________________________________________________________
 AE4674  X           -    -300,859.316 (meters)                     COMP
 AE4674  Y           -  -4,555,950.575 (meters)                     COMP
 AE4674  Z           -   4,438,940.823 (meters)                     COMP
 AE4674  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AE4674  ELLIP HEIGHT-         278.80  (meters)          (09/16/04) GPS OBS
 AE4674  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AE4674  DYNAMIC HT  -         306.966 (meters)    1007.10  (feet)  COMP
 AE4674  MODELED GRAV-     980,451.8   (mgal)                       NAVD 88
 AE4674
 AE4674  HORZ ORDER  -  FIRST
 AE4674  VERT ORDER  -  SECOND    CLASS I
 AE4674  ELLP ORDER  -  FOURTH    CLASS I
 AE4674
 AE4674.The horizontal coordinates were established by GPS observations
 AE4674.and adjusted by the MN DEPT OF TRANSP in September 2004..
 AE4674
 AE4674.The orthometric height was determined by differential leveling
 AE4674.and adjusted by the National Geodetic Survey in January 1998..
 AE4674
 AE4674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4674
 AE4674.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4674
 AE4674.The ellipsoidal height was determined by GPS observations
 AE4674.and is referenced to NAD 83.
 AE4674
 AE4674.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE4674;SPC MN S     -   253,886.679   817,678.518   MT  0.99992411   +0 09 19.9
 AE4674;UTM  15      - 4,914,903.443   438,018.589   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  =   0.99960354
 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  NAVD 88 (09/16/04)  307.01   (m)         1007.2    (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: 15TVK3801914903(NAD 83)
 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 = OCTOBER  6, 2006
 AE4676 ***********************************************************************
 AE4676  DESIGNATION -  4011 E
 AE4676  PID         -  AE4676
 AE4676  STATE/COUNTY-  MN/LE SUEUR
 AE4676  USGS QUAD   -  ST THOMAS (1965)
 AE4676
 AE4676                         *CURRENT SURVEY CONTROL
 AE4676  ___________________________________________________________________
 AE4676* NAD 83(1986)-  44 23 05.     (N)    093 48 07.     (W)     SCALED    
 AE4676* NAVD 88     -       309.866  (meters)    1016.62   (feet)  ADJUSTED  
 AE4676  ___________________________________________________________________
 AE4676  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AE4676  DYNAMIC HT  -         309.818 (meters)    1016.46  (feet)  COMP
 AE4676  MODELED GRAV-     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
 AE4676.and adjusted by the National Geodetic Survey in January 1998..
 AE4676
 AE4676.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE4677 ***********************************************************************
 AE4677  DESIGNATION -  4011 F
 AE4677  PID         -  AE4677
 AE4677  STATE/COUNTY-  MN/LE SUEUR
 AE4677  USGS QUAD   -  ST THOMAS (1965)
 AE4677
 AE4677                         *CURRENT SURVEY CONTROL
 AE4677  ___________________________________________________________________
 AE4677* NAD 83(1986)-  44 23 05.     (N)    093 48 50.     (W)     SCALED    
 AE4677* NAVD 88     -       306.618  (meters)    1005.96   (feet)  ADJUSTED  
 AE4677  ___________________________________________________________________
 AE4677  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AE4677  DYNAMIC HT  -         306.570 (meters)    1005.81  (feet)  COMP
 AE4677  MODELED GRAV-     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
 AE4677.and adjusted by the National Geodetic Survey in January 1998..
 AE4677
 AE4677.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE4679 ***********************************************************************
 AE4679  DESIGNATION -  4011 G
 AE4679  PID         -  AE4679
 AE4679  STATE/COUNTY-  MN/LE SUEUR
 AE4679  USGS QUAD   -  ST THOMAS (1965)
 AE4679
 AE4679                         *CURRENT SURVEY CONTROL
 AE4679  ___________________________________________________________________
 AE4679* NAD 83(1996)-  44 23 05.90576(N)    093 50 34.34007(W)     ADJUSTED  
 AE4679* NAVD 88     -       290.328  (meters)     952.52   (feet)  ADJUSTED  
 AE4679  ___________________________________________________________________
 AE4679  X           -    -306,005.227 (meters)                     COMP
 AE4679  Y           -  -4,555,579.440 (meters)                     COMP
 AE4679  Z           -   4,438,945.910 (meters)                     COMP
 AE4679  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AE4679  ELLIP HEIGHT-         262.11  (meters)          (09/16/04) GPS OBS
 AE4679  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AE4679  DYNAMIC HT  -         290.284 (meters)     952.37  (feet)  COMP
 AE4679  MODELED GRAV-     980,460.0   (mgal)                       NAVD 88
 AE4679
 AE4679  HORZ ORDER  -  FIRST
 AE4679  VERT ORDER  -  SECOND    CLASS I
 AE4679  ELLP ORDER  -  FOURTH    CLASS I
 AE4679
 AE4679.The horizontal coordinates were established by GPS observations
 AE4679.and adjusted by the MN DEPT OF TRANSP in September 2004..
 AE4679
 AE4679.The orthometric height was determined by differential leveling
 AE4679.and adjusted by the National Geodetic Survey in January 1998..
 AE4679
 AE4679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4679
 AE4679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4679
 AE4679.The ellipsoidal height was determined by GPS observations
 AE4679.and is referenced to NAD 83.
 AE4679
 AE4679.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE4679;SPC MN S     -   253,898.172   812,519.887   MT  0.99992410   +0 06 36.5
 AE4679;UTM  15      - 4,914,977.917   432,861.891   MT  0.99965543   -0 35 22.5
 AE4679
 AE4679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4679!SPC MN S     -   0.99995890  x   0.99992410  =   0.99988301
 AE4679!UTM  15      -   0.99995890  x   0.99965543  =   0.99961435
 AE4679
 AE4679                          SUPERSEDED SURVEY CONTROL
 AE4679
 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: 15TVK3286214978(NAD 83)
 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 = OCTOBER  6, 2006
 AE4680 ***********************************************************************
 AE4680  DESIGNATION -  4011 H
 AE4680  PID         -  AE4680
 AE4680  STATE/COUNTY-  MN/LE SUEUR
 AE4680  USGS QUAD   -  ST THOMAS (1965)
 AE4680
 AE4680                         *CURRENT SURVEY CONTROL
 AE4680  ___________________________________________________________________
 AE4680* NAD 83(1986)-  44 23 02.     (N)    093 51 32.     (W)     SCALED    
 AE4680* NAVD 88     -       300.451  (meters)     985.73   (feet)  ADJUSTED  
 AE4680  ___________________________________________________________________
 AE4680  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AE4680  DYNAMIC HT  -         300.407 (meters)     985.59  (feet)  COMP
 AE4680  MODELED GRAV-     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
 AE4680.and adjusted by the National Geodetic Survey in January 1998..
 AE4680
 AE4680.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE4681 ***********************************************************************
 AE4681  DESIGNATION -  4011 J
 AE4681  PID         -  AE4681
 AE4681  STATE/COUNTY-  MN/LE SUEUR
 AE4681  USGS QUAD   -  LE SUEUR (1979)
 AE4681
 AE4681                         *CURRENT SURVEY CONTROL
 AE4681  ___________________________________________________________________
 AE4681* NAD 83(1996)-  44 23 01.41910(N)    093 53 20.26099(W)     ADJUSTED  
 AE4681* NAVD 88     -       293.100  (meters)     961.61   (feet)  ADJUSTED  
 AE4681  ___________________________________________________________________
 AE4681  X           -    -309,676.374 (meters)                     COMP
 AE4681  Y           -  -4,555,430.444 (meters)                     COMP
 AE4681  Z           -   4,438,848.879 (meters)                     COMP
 AE4681  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AE4681  ELLIP HEIGHT-         264.89  (meters)          (09/16/04) GPS OBS
 AE4681  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AE4681  DYNAMIC HT  -         293.058 (meters)     961.47  (feet)  COMP
 AE4681  MODELED GRAV-     980,466.7   (mgal)                       NAVD 88
 AE4681
 AE4681  HORZ ORDER  -  FIRST
 AE4681  VERT ORDER  -  SECOND    CLASS I
 AE4681  ELLP ORDER  -  FOURTH    CLASS I
 AE4681
 AE4681.The horizontal coordinates were established by GPS observations
 AE4681.and adjusted by the MN DEPT OF TRANSP in September 2004..
 AE4681
 AE4681.The orthometric height was determined by differential leveling
 AE4681.and adjusted by the National Geodetic Survey in January 1998..
 AE4681
 AE4681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4681
 AE4681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4681
 AE4681.The ellipsoidal height was determined by GPS observations
 AE4681.and is referenced to NAD 83.
 AE4681
 AE4681.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE4681;SPC MN S     -   253,753.671   808,847.711   MT  0.99992414   +0 04 40.2
 AE4681;UTM  15      - 4,914,878.296   429,189.199   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  =   0.99988261
 AE4681!UTM  15      -   0.99995847  x   0.99966166  =   0.99962014
 AE4681
 AE4681                          SUPERSEDED SURVEY CONTROL
 AE4681
 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_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 = OCTOBER  6, 2006
 AE4683 ***********************************************************************
 AE4683  DESIGNATION -  4011 K
 AE4683  PID         -  AE4683
 AE4683  STATE/COUNTY-  MN/LE SUEUR
 AE4683  USGS QUAD   -  LE SUEUR (1979)
 AE4683
 AE4683                         *CURRENT SURVEY CONTROL
 AE4683  ___________________________________________________________________
 AE4683* NAD 83(1996)-  44 23 43.67961(N)    093 54 33.47609(W)     ADJUSTED  
 AE4683* NAVD 88     -       276.556  (meters)     907.33   (feet)  ADJUSTED  
 AE4683  ___________________________________________________________________
 AE4683  X           -    -311,230.317 (meters)                     COMP
 AE4683  Y           -  -4,554,398.045 (meters)                     COMP
 AE4683  Z           -   4,439,769.512 (meters)                     COMP
 AE4683  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AE4683  ELLIP HEIGHT-         248.37  (meters)          (09/16/04) GPS OBS
 AE4683  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AE4683  DYNAMIC HT  -         276.518 (meters)     907.21  (feet)  COMP
 AE4683  MODELED GRAV-     980,471.5   (mgal)                       NAVD 88
 AE4683
 AE4683  HORZ ORDER  -  FIRST
 AE4683  VERT ORDER  -  SECOND    CLASS I
 AE4683  ELLP ORDER  -  FOURTH    CLASS I
 AE4683
 AE4683.The horizontal coordinates were established by GPS observations
 AE4683.and adjusted by the MN DEPT OF TRANSP in September 2004..
 AE4683
 AE4683.The orthometric height was determined by differential leveling
 AE4683.and adjusted by the National Geodetic Survey in January 1998..
 AE4683
 AE4683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4683
 AE4683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4683
 AE4683.The ellipsoidal height was determined by GPS observations
 AE4683.and is referenced to NAD 83.
 AE4683
 AE4683.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE4683;SPC MN S     -   255,056.011   807,225.742   MT  0.99992374   +0 03 48.9
 AE4683;UTM  15      - 4,916,200.001   427,583.674   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  =   0.99988480
 AE4683!UTM  15      -   0.99996106  x   0.99966449  =   0.99962556
 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  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: 15TVK2758416200(NAD 83)
 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 = OCTOBER  6, 2006
 AE4684 ***********************************************************************
 AE4684  DESIGNATION -  4011 L
 AE4684  PID         -  AE4684
 AE4684  STATE/COUNTY-  MN/LE SUEUR
 AE4684  USGS QUAD   -  LE SUEUR (1979)
 AE4684
 AE4684                         *CURRENT SURVEY CONTROL
 AE4684  ___________________________________________________________________
 AE4684* NAD 83(1996)-  44 24 22.64714(N)    093 54 34.61780(W)     ADJUSTED  
 AE4684* NAVD 88     -       277.754  (meters)     911.26   (feet)  ADJUSTED  
 AE4684  ___________________________________________________________________
 AE4684  X           -    -311,198.203 (meters)                     COMP
 AE4684  Y           -  -4,553,557.543 (meters)                     COMP
 AE4684  Z           -   4,440,629.746 (meters)                     COMP
 AE4684  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 AE4684  ELLIP HEIGHT-         249.58  (meters)          (09/16/04) GPS OBS
 AE4684  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AE4684  DYNAMIC HT  -         277.716 (meters)     911.14  (feet)  COMP
 AE4684  MODELED GRAV-     980,472.7   (mgal)                       NAVD 88
 AE4684
 AE4684  HORZ ORDER  -  FIRST
 AE4684  VERT ORDER  -  SECOND    CLASS I
 AE4684  ELLP ORDER  -  FOURTH    CLASS I
 AE4684
 AE4684.The horizontal coordinates were established by GPS observations
 AE4684.and adjusted by the MN DEPT OF TRANSP in September 2004..
 AE4684
 AE4684.The orthometric height was determined by differential leveling
 AE4684.and adjusted by the National Geodetic Survey in January 1998..
 AE4684
 AE4684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4684
 AE4684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4684
 AE4684.The ellipsoidal height was determined by GPS observations
 AE4684.and is referenced to NAD 83.
 AE4684
 AE4684.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE4684;SPC MN S     -   256,258.689   807,199.147   MT  0.99992341   +0 03 48.1
 AE4684;UTM  15      - 4,917,402.602   427,571.773   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  =   0.99988428
 AE4684!UTM  15      -   0.99996087  x   0.99966451  =   0.99962539
 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  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: 15TVK2757217403(NAD 83)
 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 = OCTOBER  6, 2006
 AE4685 ***********************************************************************
 AE4685  DESIGNATION -  4011 M
 AE4685  PID         -  AE4685
 AE4685  STATE/COUNTY-  MN/LE SUEUR
 AE4685  USGS QUAD   -  LE SUEUR (1979)
 AE4685
 AE4685                         *CURRENT SURVEY CONTROL
 AE4685  ___________________________________________________________________
 AE4685* NAD 83(1996)-  44 24 48.84312(N)    093 54 36.59289(W)     ADJUSTED  
 AE4685* NAVD 88     -       261.940  (meters)     859.38   (feet)  ADJUSTED  
 AE4685  ___________________________________________________________________
 AE4685  X           -    -311,202.448 (meters)                     COMP
 AE4685  Y           -  -4,552,978.761 (meters)                     COMP
 AE4685  Z           -   4,441,196.324 (meters)                     COMP
 AE4685  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AE4685  ELLIP HEIGHT-         233.78  (meters)          (09/16/04) GPS OBS
 AE4685  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AE4685  DYNAMIC HT  -         261.904 (meters)     859.26  (feet)  COMP
 AE4685  MODELED GRAV-     980,473.4   (mgal)                       NAVD 88
 AE4685
 AE4685  HORZ ORDER  -  FIRST
 AE4685  VERT ORDER  -  SECOND    CLASS I
 AE4685  ELLP ORDER  -  FOURTH    CLASS I
 AE4685
 AE4685.The horizontal coordinates were established by GPS observations
 AE4685.and adjusted by the MN DEPT OF TRANSP in September 2004..
 AE4685
 AE4685.The orthometric height was determined by differential leveling
 AE4685.and adjusted by the National Geodetic Survey in January 1998..
 AE4685
 AE4685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4685
 AE4685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4685
 AE4685.The ellipsoidal height was determined by GPS observations
 AE4685.and is referenced to NAD 83.
 AE4685
 AE4685.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE4685;SPC MN S     -   257,067.163   807,154.559   MT  0.99992321   +0 03 46.7
 AE4685;UTM  15      - 4,918,211.351   427,537.074   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 50.5
 AE4685:UTM  15      -  4011 N                                   001 14 50.4
 AE4685
 AE4685|---------------------------------------------------------------------|
 AE4685| PID    Reference Object                     Distance      Geod. Az  |
 AE4685|                                                           dddmmss.s |
 AE4685| AE4686 4011 N                              APPROX. 1.2 KM 0003637.2 |
 AE4685| DG7034 SHAR                                281.413 METERS 09049     |
 AE4685| AE4684 4011 L                              APPROX. 0.8 KM 1765422.6 |
 AE4685|---------------------------------------------------------------------|
 AE4685
 AE4685                          SUPERSEDED SURVEY CONTROL
 AE4685
 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_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: FLUSH
 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 - December 31, 2002
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4686 ***********************************************************************
 AE4686  DESIGNATION -  4011 N
 AE4686  PID         -  AE4686
 AE4686  STATE/COUNTY-  MN/LE SUEUR
 AE4686  USGS QUAD   -  LE SUEUR (1979)
 AE4686
 AE4686                         *CURRENT SURVEY CONTROL
 AE4686  ___________________________________________________________________
 AE4686* NAD 83(1996)-  44 25 27.46140(N)    093 54 36.01882(W)     ADJUSTED  
 AE4686* NAVD 88     -       260.344  (meters)     854.15   (feet)  ADJUSTED  
 AE4686  ___________________________________________________________________
 AE4686  X           -    -311,132.808 (meters)                     COMP
 AE4686  Y           -  -4,552,146.132 (meters)                     COMP
 AE4686  Z           -   4,442,046.655 (meters)                     COMP
 AE4686  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AE4686  ELLIP HEIGHT-         232.22  (meters)          (09/16/04) GPS OBS
 AE4686  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AE4686  DYNAMIC HT  -         260.309 (meters)     854.03  (feet)  COMP
 AE4686  MODELED GRAV-     980,474.1   (mgal)                       NAVD 88
 AE4686
 AE4686  HORZ ORDER  -  FIRST
 AE4686  VERT ORDER  -  SECOND    CLASS I
 AE4686  ELLP ORDER  -  FOURTH    CLASS I
 AE4686
 AE4686.The horizontal coordinates were established by GPS observations
 AE4686.and adjusted by the MN DEPT OF TRANSP in September 2004..
 AE4686
 AE4686.The orthometric height was determined by differential leveling
 AE4686.and adjusted by the National Geodetic Survey in January 1998..
 AE4686
 AE4686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4686
 AE4686.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4686
 AE4686.The ellipsoidal height was determined by GPS observations
 AE4686.and is referenced to NAD 83.
 AE4686
 AE4686.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE4686;SPC MN S     -   258,259.106   807,165.946   MT  0.99992294   +0 03 47.1
 AE4686;UTM  15      - 4,919,402.758   427,563.016   MT  0.99966453   -0 38 13.2
 AE4686
 AE4686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4686!SPC MN S     -   0.99996359  x   0.99992294  =   0.99988653
 AE4686!UTM  15      -   0.99996359  x   0.99966453  =   0.99962813
 AE4686
 AE4686:                Primary Azimuth Mark                     Grid Az
 AE4686:SPC MN S     -  4011 M                                   180 32 50.5
 AE4686:UTM  15      -  4011 M                                   181 14 50.8
 AE4686
 AE4686|---------------------------------------------------------------------|
 AE4686| PID    Reference Object                     Distance      Geod. Az  |
 AE4686|                                                           dddmmss.s |
 AE4686| AE4685 4011 M                              APPROX. 1.2 KM 1803637.6 |
 AE4686|---------------------------------------------------------------------|
 AE4686
 AE4686                          SUPERSEDED SURVEY CONTROL
 AE4686
 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: 15TVK2756319403(NAD 83)
 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 - December 31, 2002
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4690 ***********************************************************************
 AE4690  DESIGNATION -  4011 P
 AE4690  PID         -  AE4690
 AE4690  STATE/COUNTY-  MN/LE SUEUR
 AE4690  USGS QUAD   -  LE SUEUR (1979)
 AE4690
 AE4690                         *CURRENT SURVEY CONTROL
 AE4690  ___________________________________________________________________
 AE4690* NAD 83(1986)-  44 27 33.     (N)    093 54 27.     (W)     SCALED    
 AE4690* NAVD 88     -       254.620  (meters)     835.37   (feet)  ADJUSTED  
 AE4690  ___________________________________________________________________
 AE4690  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AE4690  DYNAMIC HT  -         254.585 (meters)     835.25  (feet)  COMP
 AE4690  MODELED GRAV-     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
 AE4690.and adjusted by the National Geodetic Survey in January 1998..
 AE4690
 AE4690.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE4692 ***********************************************************************
 AE4692  DESIGNATION -  4011 Q
 AE4692  PID         -  AE4692
 AE4692  STATE/COUNTY-  MN/LE SUEUR
 AE4692  USGS QUAD   -  LE SUEUR (1979)
 AE4692
 AE4692                         *CURRENT SURVEY CONTROL
 AE4692  ___________________________________________________________________
 AE4692* NAD 83(1986)-  44 28 27.     (N)    093 54 17.     (W)     SCALED    
 AE4692* NAVD 88     -       231.217  (meters)     758.58   (feet)  ADJUSTED  
 AE4692  ___________________________________________________________________
 AE4692  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AE4692  DYNAMIC HT  -         231.185 (meters)     758.48  (feet)  COMP
 AE4692  MODELED GRAV-     980,477.7   (mgal)                       NAVD 88
 AE4692
 AE4692  VERT ORDER  -  SECOND    CLASS I
 AE4692
 AE4692.The horizontal coordinates were scaled from a topographic map and have
 AE4692.an estimated accuracy of +/- 6 seconds.
 AE4692
 AE4692.The orthometric height was determined by differential leveling
 AE4692.and adjusted by the National Geodetic Survey in January 1998..
 AE4692
 AE4692.The geoid height was determined by GEOID03.
 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     -   263,800.      807,580.      MT  (+/- 180 meters Scaled)
 AE4692
 AE4692                          SUPERSEDED SURVEY CONTROL
 AE4692
 AE4692.No superseded survey control is available for this station.
 AE4692
 AE4692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK280249(NAD 83)
 AE4692_MARKER: DD = SURVEY 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_MARK LOGO: MNDT  
 AE4692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE4692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4692+STABILITY: SURFACE MOTION
 AE4692
 AE4692  HISTORY     - Date     Condition        Report By
 AE4692  HISTORY     - 1991     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4693 ***********************************************************************
 AE4693  DESIGNATION -  4011 R
 AE4693  PID         -  AE4693
 AE4693  STATE/COUNTY-  MN/LE SUEUR
 AE4693  USGS QUAD   -  LE SUEUR (1979)
 AE4693
 AE4693                         *CURRENT SURVEY CONTROL
 AE4693  ___________________________________________________________________
 AE4693* NAD 83(1986)-  44 28 44.     (N)    093 53 57.     (W)     SCALED    
 AE4693* NAVD 88     -       228.008  (meters)     748.06   (feet)  ADJUSTED  
 AE4693  ___________________________________________________________________
 AE4693  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AE4693  DYNAMIC HT  -         227.977 (meters)     747.95  (feet)  COMP
 AE4693  MODELED GRAV-     980,478.4   (mgal)                       NAVD 88
 AE4693
 AE4693  VERT ORDER  -  SECOND    CLASS I
 AE4693
 AE4693.The horizontal coordinates were scaled from a topographic map and have
 AE4693.an estimated accuracy of +/- 6 seconds.
 AE4693
 AE4693.The orthometric height was determined by differential leveling
 AE4693.and adjusted by the National Geodetic Survey in January 1998..
 AE4693
 AE4693.The geoid height was determined by GEOID03.
 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     -   264,330.      808,020.      MT  (+/- 180 meters Scaled)
 AE4693
 AE4693                          SUPERSEDED SURVEY CONTROL
 AE4693
 AE4693.No superseded survey control is available for this station.
 AE4693
 AE4693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK284254(NAD 83)
 AE4693_MARKER: DD = SURVEY 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
 AE4693  HISTORY     - Date     Condition        Report By
 AE4693  HISTORY     - 1991     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4653 ***********************************************************************
 AE4653  DESIGNATION -  4011 S
 AE4653  PID         -  AE4653
 AE4653  STATE/COUNTY-  MN/LE SUEUR
 AE4653  USGS QUAD   -  LE SUEUR (1979)
 AE4653
 AE4653                         *CURRENT SURVEY CONTROL
 AE4653  ___________________________________________________________________
 AE4653* NAD 83(1986)-  44 27 42.     (N)    093 55 01.     (W)     SCALED    
 AE4653* NAVD 88     -       227.797  (meters)     747.36   (feet)  ADJUSTED  
 AE4653  ___________________________________________________________________
 AE4653  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AE4653  DYNAMIC HT  -         227.766 (meters)     747.26  (feet)  COMP
 AE4653  MODELED GRAV-     980,476.3   (mgal)                       NAVD 88
 AE4653
 AE4653  VERT ORDER  -  SECOND    CLASS I
 AE4653
 AE4653.The horizontal coordinates were scaled from a topographic map and have
 AE4653.an estimated accuracy of +/- 6 seconds.
 AE4653
 AE4653.The orthometric height was determined by differential leveling
 AE4653.and adjusted by the National Geodetic Survey in January 1998..
 AE4653
 AE4653.The geoid height was determined by GEOID03.
 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     -   262,410.      806,610.      MT  (+/- 180 meters Scaled)
 AE4653
 AE4653                          SUPERSEDED SURVEY CONTROL
 AE4653
 AE4653.No superseded survey control is available for this station.
 AE4653
 AE4653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK270235(NAD 83)
 AE4653_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 AI3307 ***********************************************************************
 AI3307  DESIGNATION -  4012 A
 AI3307  PID         -  AI3307
 AI3307  STATE/COUNTY-  MN/LE SUEUR
 AI3307  USGS QUAD   -  MANKATO EAST (1993)
 AI3307
 AI3307                         *CURRENT SURVEY CONTROL
 AI3307  ___________________________________________________________________
 AI3307* NAD 83(1996)-  44 14 37.84769(N)    093 57 32.23491(W)     ADJUSTED  
 AI3307* NAVD 88     -       296.177  (meters)     971.71   (feet)  ADJUSTED  
 AI3307  ___________________________________________________________________
 AI3307  X           -    -315,990.936 (meters)                     COMP
 AI3307  Y           -  -4,565,883.802 (meters)                     COMP
 AI3307  Z           -   4,427,728.860 (meters)                     COMP
 AI3307  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 AI3307  ELLIP HEIGHT-         267.88  (meters)          (06/18/03) GPS OBS
 AI3307  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AI3307  DYNAMIC HT  -         296.133 (meters)     971.56  (feet)  COMP
 AI3307  MODELED GRAV-     980,459.8   (mgal)                       NAVD 88
 AI3307
 AI3307  HORZ ORDER  -  FIRST
 AI3307  VERT ORDER  -  SECOND    CLASS I
 AI3307  ELLP ORDER  -  THIRD     CLASS II
 AI3307
 AI3307.The horizontal coordinates were established by GPS observations
 AI3307.and adjusted by the MN DEPT OF TRANSP in June 2003..
 AI3307
 AI3307.The orthometric height was determined by differential leveling
 AI3307.and adjusted by the National Geodetic Survey in June 2000..
 AI3307
 AI3307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3307
 AI3307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3307
 AI3307.The ellipsoidal height was determined by GPS observations
 AI3307.and is referenced to NAD 83.
 AI3307
 AI3307.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI3307;SPC MN S     -   238,206.267   803,278.396   MT  0.99993210   +0 01 43.6
 AI3307;UTM  15      - 4,899,404.008   423,432.188   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  =   0.99989010
 AI3307!UTM  15      -   0.99995800  x   0.99967210  =   0.99963011
 AI3307
 AI3307                          SUPERSEDED SURVEY CONTROL
 AI3307
 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_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 = OCTOBER  6, 2006
 AI3308 ***********************************************************************
 AI3308  DESIGNATION -  4012 B
 AI3308  PID         -  AI3308
 AI3308  STATE/COUNTY-  MN/LE SUEUR
 AI3308  USGS QUAD   -  ST PETER (1991)
 AI3308
 AI3308                         *CURRENT SURVEY CONTROL
 AI3308  ___________________________________________________________________
 AI3308* NAD 83(1986)-  44 15 15.     (N)    093 57 37.     (W)     SCALED    
 AI3308* NAVD 88     -       304.743  (meters)     999.81   (feet)  ADJUSTED  
 AI3308  ___________________________________________________________________
 AI3308  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AI3308  DYNAMIC HT  -         304.698 (meters)     999.66  (feet)  COMP
 AI3308  MODELED GRAV-     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
 AI3308.and adjusted by the National Geodetic Survey in June 2000..
 AI3308
 AI3308.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI3309 ***********************************************************************
 AI3309  DESIGNATION -  4012 C
 AI3309  PID         -  AI3309
 AI3309  STATE/COUNTY-  MN/LE SUEUR
 AI3309  USGS QUAD   -  ST PETER (1991)
 AI3309
 AI3309                         *CURRENT SURVEY CONTROL
 AI3309  ___________________________________________________________________
 AI3309* NAD 83(1986)-  44 15 47.     (N)    093 57 32.     (W)     SCALED    
 AI3309* NAVD 88     -       297.595  (meters)     976.36   (feet)  ADJUSTED  
 AI3309  ___________________________________________________________________
 AI3309  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AI3309  DYNAMIC HT  -         297.551 (meters)     976.22  (feet)  COMP
 AI3309  MODELED GRAV-     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
 AI3309.and adjusted by the National Geodetic Survey in June 2000..
 AI3309
 AI3309.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI3311 ***********************************************************************
 AI3311  DESIGNATION -  4012 D
 AI3311  PID         -  AI3311
 AI3311  STATE/COUNTY-  MN/LE SUEUR
 AI3311  USGS QUAD   -  ST PETER (1991)
 AI3311
 AI3311                         *CURRENT SURVEY CONTROL
 AI3311  ___________________________________________________________________
 AI3311* NAD 83(1996)-  44 16 53.85628(N)    093 57 25.73797(W)     ADJUSTED  
 AI3311* NAVD 88     -       274.102  (meters)     899.28   (feet)  ADJUSTED  
 AI3311  ___________________________________________________________________
 AI3311  X           -    -315,643.819 (meters)                     COMP
 AI3311  Y           -  -4,562,954.845 (meters)                     COMP
 AI3311  Z           -   4,430,719.992 (meters)                     COMP
 AI3311  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 AI3311  ELLIP HEIGHT-         245.82  (meters)          (06/18/03) GPS OBS
 AI3311  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AI3311  DYNAMIC HT  -         274.061 (meters)     899.15  (feet)  COMP
 AI3311  MODELED GRAV-     980,461.7   (mgal)                       NAVD 88
 AI3311
 AI3311  HORZ ORDER  -  FIRST
 AI3311  VERT ORDER  -  SECOND    CLASS I
 AI3311  ELLP ORDER  -  THIRD     CLASS II
 AI3311
 AI3311.The horizontal coordinates were established by GPS observations
 AI3311.and adjusted by the MN DEPT OF TRANSP in June 2003..
 AI3311
 AI3311.The orthometric height was determined by differential leveling
 AI3311.and adjusted by the National Geodetic Survey in June 2000..
 AI3311
 AI3311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3311
 AI3311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3311
 AI3311.The ellipsoidal height was determined by GPS observations
 AI3311.and is referenced to NAD 83.
 AI3311
 AI3311.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI3311;SPC MN S     -   242,404.082   803,420.340   MT  0.99992937   +0 01 48.1
 AI3311;UTM  15      - 4,903,598.696   423,625.218   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  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: 15TVK2362503599(NAD 83)
 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 = OCTOBER  6, 2006
 AI3313 ***********************************************************************
 AI3313  DESIGNATION -  4012 E
 AI3313  PID         -  AI3313
 AI3313  STATE/COUNTY-  MN/LE SUEUR
 AI3313  USGS QUAD   -  ST PETER (1991)
 AI3313
 AI3313                         *CURRENT SURVEY CONTROL
 AI3313  ___________________________________________________________________
 AI3313* NAD 83(1986)-  44 18 22.     (N)    093 57 31.     (W)     SCALED    
 AI3313* NAVD 88     -       241.018  (meters)     790.74   (feet)  ADJUSTED  
 AI3313  ___________________________________________________________________
 AI3313  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AI3313  DYNAMIC HT  -         240.982 (meters)     790.62  (feet)  COMP
 AI3313  MODELED GRAV-     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
 AI3313.and adjusted by the National Geodetic Survey in June 2000..
 AI3313
 AI3313.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE4695 ***********************************************************************
 AE4695  DESIGNATION -  4013 D
 AE4695  PID         -  AE4695
 AE4695  STATE/COUNTY-  MN/LE SUEUR
 AE4695  USGS QUAD   -  LE SUEUR (1979)
 AE4695
 AE4695                         *CURRENT SURVEY CONTROL
 AE4695  ___________________________________________________________________
 AE4695* NAD 83(1986)-  44 28 55.     (N)    093 53 27.     (W)     SCALED    
 AE4695* NAVD 88     -       251.837  (meters)     826.24   (feet)  ADJUSTED  
 AE4695  ___________________________________________________________________
 AE4695  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AE4695  DYNAMIC HT  -         251.804 (meters)     826.13  (feet)  COMP
 AE4695  MODELED GRAV-     980,479.1   (mgal)                       NAVD 88
 AE4695
 AE4695  VERT ORDER  -  SECOND    CLASS I
 AE4695
 AE4695.The horizontal coordinates were scaled from a topographic map and have
 AE4695.an estimated accuracy of +/- 6 seconds.
 AE4695
 AE4695.The orthometric height was determined by differential leveling
 AE4695.and adjusted by the National Geodetic Survey in January 1998..
 AE4695
 AE4695.The geoid height was determined by GEOID03.
 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     -   264,670.      808,680.      MT  (+/- 180 meters Scaled)
 AE4695
 AE4695                          SUPERSEDED SURVEY CONTROL
 AE4695
 AE4695.No superseded survey control is available for this station.
 AE4695
 AE4695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK291257(NAD 83)
 AE4695_MARKER: DD = SURVEY DISK
 AE4695_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE4695_STAMPING: 4013 D 1963
 AE4695_MARK LOGO: MNDT  
 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 - March 26, 1991
 AE4695
 AE4695  HISTORY     - Date     Condition        Report By
 AE4695  HISTORY     - 1963     MONUMENTED       MNDT
 AE4695  HISTORY     - 19910326 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4696 ***********************************************************************
 AE4696  DESIGNATION -  4013 E
 AE4696  PID         -  AE4696
 AE4696  STATE/COUNTY-  MN/LE SUEUR
 AE4696  USGS QUAD   -  LE SUEUR (1979)
 AE4696
 AE4696                         *CURRENT SURVEY CONTROL
 AE4696  ___________________________________________________________________
 AE4696* NAD 83(1986)-  44 29 23.     (N)    093 52 56.     (W)     SCALED    
 AE4696* NAVD 88     -       284.429  (meters)     933.16   (feet)  ADJUSTED  
 AE4696  ___________________________________________________________________
 AE4696  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AE4696  DYNAMIC HT  -         284.392 (meters)     933.04  (feet)  COMP
 AE4696  MODELED GRAV-     980,480.6   (mgal)                       NAVD 88
 AE4696
 AE4696  VERT ORDER  -  SECOND    CLASS I
 AE4696
 AE4696.The horizontal coordinates were scaled from a topographic map and have
 AE4696.an estimated accuracy of +/- 6 seconds.
 AE4696
 AE4696.The orthometric height was determined by differential leveling
 AE4696.and adjusted by the National Geodetic Survey in January 1998..
 AE4696
 AE4696.The geoid height was determined by GEOID03.
 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     -   265,530.      809,370.      MT  (+/- 180 meters Scaled)
 AE4696
 AE4696                          SUPERSEDED SURVEY CONTROL
 AE4696
 AE4696.No superseded survey control is available for this station.
 AE4696
 AE4696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK298266(NAD 83)
 AE4696_MARKER: DD = SURVEY DISK
 AE4696_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE4696_STAMPING: 4013 E 1963
 AE4696_MARK LOGO: MNDT  
 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 - March 26, 1991
 AE4696
 AE4696  HISTORY     - Date     Condition        Report By
 AE4696  HISTORY     - 1963     MONUMENTED       MNDT
 AE4696  HISTORY     - 19910326 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4697 ***********************************************************************
 AE4697  DESIGNATION -  4013 F
 AE4697  PID         -  AE4697
 AE4697  STATE/COUNTY-  MN/LE SUEUR
 AE4697  USGS QUAD   -  LE SUEUR (1979)
 AE4697
 AE4697                         *CURRENT SURVEY CONTROL
 AE4697  ___________________________________________________________________
 AE4697* NAD 83(1986)-  44 29 23.     (N)    093 52 43.     (W)     SCALED    
 AE4697* NAVD 88     -       297.868  (meters)     977.26   (feet)  ADJUSTED  
 AE4697  ___________________________________________________________________
 AE4697  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AE4697  DYNAMIC HT  -         297.830 (meters)     977.13  (feet)  COMP
 AE4697  MODELED GRAV-     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
 AE4697.and adjusted by the National Geodetic Survey in January 1998..
 AE4697
 AE4697.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 AE4698 ***********************************************************************
 AE4698  DESIGNATION -  4013 G
 AE4698  PID         -  AE4698
 AE4698  STATE/COUNTY-  MN/LE SUEUR
 AE4698  USGS QUAD   -  ST THOMAS (1965)
 AE4698
 AE4698                         *CURRENT SURVEY CONTROL
 AE4698  ___________________________________________________________________
 AE4698* NAD 83(1986)-  44 29 42.     (N)    093 52 24.     (W)     SCALED    
 AE4698* NAVD 88     -       299.064  (meters)     981.18   (feet)  ADJUSTED  
 AE4698  ___________________________________________________________________
 AE4698  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AE4698  DYNAMIC HT  -         299.026 (meters)     981.05  (feet)  COMP
 AE4698  MODELED GRAV-     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
 AE4698.and adjusted by the National Geodetic Survey in January 1998..
 AE4698
 AE4698.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 AE4699 ***********************************************************************
 AE4699  DESIGNATION -  4013 H
 AE4699  PID         -  AE4699
 AE4699  STATE/COUNTY-  MN/LE SUEUR
 AE4699  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AE4699
 AE4699                         *CURRENT SURVEY CONTROL
 AE4699  ___________________________________________________________________
 AE4699* NAD 83(1986)-  44 30 09.     (N)    093 51 41.     (W)     SCALED    
 AE4699* NAVD 88     -       298.180  (meters)     978.28   (feet)  ADJUSTED  
 AE4699  ___________________________________________________________________
 AE4699  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AE4699  DYNAMIC HT  -         298.143 (meters)     978.16  (feet)  COMP
 AE4699  MODELED GRAV-     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
 AE4699.and adjusted by the National Geodetic Survey in January 1998..
 AE4699
 AE4699.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE4701 ***********************************************************************
 AE4701  DESIGNATION -  4013 I
 AE4701  PID         -  AE4701
 AE4701  STATE/COUNTY-  MN/LE SUEUR
 AE4701  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AE4701
 AE4701                         *CURRENT SURVEY CONTROL
 AE4701  ___________________________________________________________________
 AE4701* NAD 83(1986)-  44 30 56.     (N)    093 50 52.     (W)     SCALED    
 AE4701* NAVD 88     -       301.582  (meters)     989.44   (feet)  ADJUSTED  
 AE4701  ___________________________________________________________________
 AE4701  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AE4701  DYNAMIC HT  -         301.546 (meters)     989.32  (feet)  COMP
 AE4701  MODELED GRAV-     980,489.1   (mgal)                       NAVD 88
 AE4701
 AE4701  VERT ORDER  -  SECOND    CLASS I
 AE4701
 AE4701.The horizontal coordinates were scaled from a topographic map and have
 AE4701.an estimated accuracy of +/- 6 seconds.
 AE4701
 AE4701.The orthometric height was determined by differential leveling
 AE4701.and adjusted by the National Geodetic Survey in January 1998..
 AE4701
 AE4701.The geoid height was determined by GEOID03.
 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.      812,100.      MT  (+/- 180 meters Scaled)
 AE4701
 AE4701                          SUPERSEDED SURVEY CONTROL
 AE4701
 AE4701.No superseded survey control is available for this station.
 AE4701
 AE4701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK326294(NAD 83)
 AE4701_MARKER: DD = SURVEY DISK
 AE4701_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE4701_STAMPING: 4013 I 1963
 AE4701_MARK LOGO: MNDT  
 AE4701_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4701+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1991
 AE4701
 AE4701  HISTORY     - Date     Condition        Report By
 AE4701  HISTORY     - 1963     MONUMENTED       MNDT
 AE4701  HISTORY     - 19910326 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4702 ***********************************************************************
 AE4702  DESIGNATION -  4013 J
 AE4702  PID         -  AE4702
 AE4702  STATE/COUNTY-  MN/LE SUEUR
 AE4702  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AE4702
 AE4702                         *CURRENT SURVEY CONTROL
 AE4702  ___________________________________________________________________
 AE4702* NAD 83(1996)-  44 31 44.86020(N)    093 50 47.37810(W)     ADJUSTED  
 AE4702* NAVD 88     -       291.504  (meters)     956.38   (feet)  ADJUSTED  
 AE4702  ___________________________________________________________________
 AE4702  X           -    -305,540.622 (meters)                     COMP
 AE4702  Y           -  -4,544,367.064 (meters)                     COMP
 AE4702  Z           -   4,450,381.174 (meters)                     COMP
 AE4702  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 AE4702  ELLIP HEIGHT-         263.73  (meters)          (09/06/02) GPS OBS
 AE4702  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AE4702  DYNAMIC HT  -         291.470 (meters)     956.26  (feet)  COMP
 AE4702  MODELED GRAV-     980,493.2   (mgal)                       NAVD 88
 AE4702
 AE4702  HORZ ORDER  -  FIRST
 AE4702  VERT ORDER  -  SECOND    CLASS I
 AE4702  ELLP ORDER  -  FOURTH    CLASS I
 AE4702
 AE4702.The horizontal coordinates were established by GPS observations
 AE4702.and adjusted by the MN DEPT OF TRANSP in September 2002..
 AE4702
 AE4702.The orthometric height was determined by differential leveling
 AE4702.and adjusted by the National Geodetic Survey in January 1998..
 AE4702
 AE4702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4702
 AE4702.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4702
 AE4702.The ellipsoidal height was determined by GPS observations
 AE4702.and is referenced to NAD 83.
 AE4702
 AE4702.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE4702;SPC MN S     -   269,914.918   812,201.235   MT  0.99992216   +0 06 27.3
 AE4702;UTM  15      - 4,930,993.083   432,739.107   MT  0.99965563   -0 35 37.1
 AE4702
 AE4702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4702!SPC MN S     -   0.99995865  x   0.99992216  =   0.99988081
 AE4702!UTM  15      -   0.99995865  x   0.99965563  =   0.99961429
 AE4702
 AE4702:                Primary Azimuth Mark                     Grid Az
 AE4702:SPC MN S     -  4013 K                                   356 26 33.5
 AE4702:UTM  15      -  4013 K                                   357 08 37.9
 AE4702
 AE4702|---------------------------------------------------------------------|
 AE4702| PID    Reference Object                     Distance      Geod. Az  |
 AE4702|                                                           dddmmss.s |
 AE4702| AE4703 4013 K                              APPROX. 0.6 KM 3563300.8 |
 AE4702|---------------------------------------------------------------------|
 AE4702
 AE4702                          SUPERSEDED SURVEY CONTROL
 AE4702
 AE4702  NAVD 88 (09/06/02)  291.56   (m)          956.6    (f) LEVELING    3  
 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_MARKER: DB = BENCH MARK DISK
 AE4702_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4702_STAMPING: 4013 J 1963
 AE4702_MARK LOGO: MNDT  
 AE4702_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4702+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2002
 AE4702
 AE4702  HISTORY     - Date     Condition        Report By
 AE4702  HISTORY     - 1963     MONUMENTED       MNDT
 AE4702  HISTORY     - 19910326 GOOD             MNDT
 AE4702  HISTORY     - 20020401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4703 ***********************************************************************
 AE4703  DESIGNATION -  4013 K
 AE4703  PID         -  AE4703
 AE4703  STATE/COUNTY-  MN/LE SUEUR
 AE4703  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AE4703
 AE4703                         *CURRENT SURVEY CONTROL
 AE4703  ___________________________________________________________________
 AE4703* NAD 83(1996)-  44 32 05.20370(N)    093 50 49.09266(W)     ADJUSTED  
 AE4703* NAVD 88     -       294.762  (meters)     967.07   (feet)  ADJUSTED  
 AE4703  ___________________________________________________________________
 AE4703  X           -    -305,549.003 (meters)                     COMP
 AE4703  Y           -  -4,543,927.388 (meters)                     COMP
 AE4703  Z           -   4,450,831.077 (meters)                     COMP
 AE4703  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 AE4703  ELLIP HEIGHT-         266.93  (meters)          (09/06/02) GPS OBS
 AE4703  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AE4703  DYNAMIC HT  -         294.728 (meters)     966.95  (feet)  COMP
 AE4703  MODELED GRAV-     980,495.0   (mgal)                       NAVD 88
 AE4703
 AE4703  HORZ ORDER  -  FIRST
 AE4703  VERT ORDER  -  SECOND    CLASS I
 AE4703  ELLP ORDER  -  FOURTH    CLASS I
 AE4703
 AE4703.The horizontal coordinates were established by GPS observations
 AE4703.and adjusted by the MN DEPT OF TRANSP in September 2002..
 AE4703
 AE4703.The orthometric height was determined by differential leveling
 AE4703.and adjusted by the National Geodetic Survey in January 1998..
 AE4703
 AE4703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4703
 AE4703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4703
 AE4703.The ellipsoidal height was determined by GPS observations
 AE4703.and is referenced to NAD 83.
 AE4703
 AE4703.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AE4703;SPC MN S     -   270,542.748   812,162.204   MT  0.99992221   +0 06 26.1
 AE4703;UTM  15      - 4,931,621.176   432,707.771   MT  0.99965569   -0 35 38.5
 AE4703
 AE4703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4703!SPC MN S     -   0.99995815  x   0.99992221  =   0.99988036
 AE4703!UTM  15      -   0.99995815  x   0.99965569  =   0.99961385
 AE4703
 AE4703:                Primary Azimuth Mark                     Grid Az
 AE4703:SPC MN S     -  4013 J                                   176 26 33.5
 AE4703:UTM  15      -  4013 J                                   177 08 38.1
 AE4703
 AE4703|---------------------------------------------------------------------|
 AE4703| PID    Reference Object                     Distance      Geod. Az  |
 AE4703|                                                           dddmmss.s |
 AE4703| AE4702 4013 J                              APPROX. 0.6 KM 1763259.6 |
 AE4703|---------------------------------------------------------------------|
 AE4703
 AE4703                          SUPERSEDED SURVEY CONTROL
 AE4703
 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: 15TVK3270831621(NAD 83)
 AE4703_MARKER: DB = BENCH MARK DISK
 AE4703_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4703_STAMPING: 4013 K 1963
 AE4703_MARK LOGO: MNDT  
 AE4703_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4703+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2002
 AE4703
 AE4703  HISTORY     - Date     Condition        Report By
 AE4703  HISTORY     - 1963     MONUMENTED       MNDT
 AE4703  HISTORY     - 19910326 GOOD             MNDT
 AE4703  HISTORY     - 20020401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1696 ***********************************************************************
 RN1696  DESIGNATION -  408 RESET
 RN1696  PID         -  RN1696
 RN1696  STATE/COUNTY-  MN/ST LOUIS
 RN1696  USGS QUAD   -  DULUTH (1993)
 RN1696
 RN1696                         *CURRENT SURVEY CONTROL
 RN1696  ___________________________________________________________________
 RN1696* NAD 83(1996)-  46 46 43.49695(N)    092 05 58.67671(W)     ADJUSTED  
 RN1696* NAVD 88     -       184.6    (meters)     606.     (feet)  VERTCON   
 RN1696  ___________________________________________________________________
 RN1696  X           -    -160,315.690 (meters)                     COMP
 RN1696  Y           -  -4,372,813.208 (meters)                     COMP
 RN1696  Z           -   4,625,069.613 (meters)                     COMP
 RN1696  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 RN1696  ELLIP HEIGHT-         156.52  (meters)          (03/16/99) GPS OBS
 RN1696  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 RN1696
 RN1696  HORZ ORDER  -  SECOND
 RN1696  ELLP ORDER  -  FOURTH    CLASS I
 RN1696
 RN1696.The horizontal coordinates were established by GPS observations
 RN1696.and adjusted by the National Geodetic Survey in March 1999..
 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 DEFLEC99 derived deflections.
 RN1696
 RN1696.The ellipsoidal height was determined by GPS observations
 RN1696.and is referenced to NAD 83.
 RN1696
 RN1696.The geoid height was determined by GEOID03.
 RN1696
 RN1696;                    North         East     Units Scale Factor Converg.
 RN1696;SPC MN N     -   131,484.891   876,400.771   MT  1.00007122   +0 44 29.4
 RN1696;SPC WI N     -   181,300.618   439,670.668   MT  1.00000223   -1 30 52.6
 RN1696;SPC WI N     -   594,817.11  1,442,486.18   sFT  1.00000223   -1 30 52.6
 RN1696;UTM  15      - 5,180,971.339   568,732.848   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  =   1.00004668
 RN1696!SPC WI N     -   0.99997547  x   1.00000223  =   0.99997770
 RN1696!UTM  15      -   0.99997547  x   0.99965806  =   0.99963353
 RN1696
 RN1696                          SUPERSEDED SURVEY CONTROL
 RN1696
 RN1696  NAD 83(1996)-  46 46 43.49731(N)    092 05 58.67625(W) AD(       ) 2
 RN1696  ELLIP H (11/21/91)  156.44   (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)          606.     (f) 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: 15TWM6873380971(NAD 83)
 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 = OCTOBER  6, 2006
 DF5931 ***********************************************************************
 DF5931  DESIGNATION -  41
 DF5931  PID         -  DF5931
 DF5931  STATE/COUNTY-  MN/PINE
 DF5931  USGS QUAD   -  OX CREEK (1983)
 DF5931
 DF5931                         *CURRENT SURVEY CONTROL
 DF5931  ___________________________________________________________________
 DF5931* NAD 83(1996)-  46 07 40.86910(N)    092 25 31.19607(W)     ADJUSTED  
 DF5931* NAVD 88     -       324.3    (meters)    1064.     (feet)  GPS OBS   
 DF5931  ___________________________________________________________________
 DF5931  X           -    -187,393.245 (meters)                     COMP
 DF5931  Y           -  -4,424,312.781 (meters)                     COMP
 DF5931  Z           -   4,575,335.590 (meters)                     COMP
 DF5931  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 DF5931  ELLIP HEIGHT-         297.88  (meters)          (05/27/03) GPS OBS
 DF5931  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DF5931
 DF5931  HORZ ORDER  -  FIRST
 DF5931  ELLP ORDER  -  THIRD     CLASS I
 DF5931
 DF5931.The horizontal coordinates were established by GPS observations
 DF5931.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5931
 DF5931.The orthometric height was determined by GPS observations and a
 DF5931.high-resolution geoid model.
 DF5931
 DF5931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5931
 DF5931.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5931
 DF5931.The ellipsoidal height was determined by GPS observations
 DF5931.and is referenced to NAD 83.
 DF5931
 DF5931.The geoid height was determined by GEOID03.
 DF5931
 DF5931;                    North         East     Units Scale Factor Converg.
 DF5931;SPC MN C     -   226,998.841   940,995.900   MT  0.99992851   +1 19 11.8
 DF5931;UTM  15      - 5,108,431.963   544,395.091   MT  0.99962423   +0 24 51.4
 DF5931
 DF5931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5931!SPC MN C     -   0.99995330  x   0.99992851  =   0.99988182
 DF5931!UTM  15      -   0.99995330  x   0.99962423  =   0.99957755
 DF5931
 DF5931                          SUPERSEDED SURVEY CONTROL
 DF5931
 DF5931.No superseded survey control is available for this station.
 DF5931
 DF5931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4439508432(NAD 83)
 DF5931_MARKER: DB = BENCH MARK DISK
 DF5931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5931_STAMPING: NO 41
 DF5931_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5931+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5931
 DF5931  HISTORY     - Date     Condition        Report By
 DF5931  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8699 ***********************************************************************
 DF8699  DESIGNATION -  41
 DF8699  PID         -  DF8699
 DF8699  STATE/COUNTY-  MN/KANABEC
 DF8699  USGS QUAD   -  KROSCHEL NW (1968)
 DF8699
 DF8699                         *CURRENT SURVEY CONTROL
 DF8699  ___________________________________________________________________
 DF8699* NAD 83(1996)-  46 08 41.56221(N)    093 13 17.41214(W)     ADJUSTED  
 DF8699* NAVD 88     -       376.5    (meters)    1235.     (feet)  GPS OBS   
 DF8699  ___________________________________________________________________
 DF8699  X           -    -248,778.632 (meters)                     COMP
 DF8699  Y           -  -4,419,968.036 (meters)                     COMP
 DF8699  Z           -   4,576,671.044 (meters)                     COMP
 DF8699  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 DF8699  ELLIP HEIGHT-         348.97  (meters)          (10/22/03) GPS OBS
 DF8699  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DF8699
 DF8699  HORZ ORDER  -  FIRST
 DF8699  ELLP ORDER  -  THIRD     CLASS II
 DF8699
 DF8699.The horizontal coordinates were established by GPS observations
 DF8699.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8699
 DF8699.The orthometric height was determined by GPS observations and a
 DF8699.high-resolution geoid model.
 DF8699
 DF8699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8699
 DF8699.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8699
 DF8699.The ellipsoidal height was determined by GPS observations
 DF8699.and is referenced to NAD 83.
 DF8699
 DF8699.The geoid height was determined by GEOID03.
 DF8699
 DF8699;                    North         East     Units Scale Factor Converg.
 DF8699;SPC MN C     -   227,764.393   879,454.554   MT  0.99992750   +0 44 38.4
 DF8699;UTM  15      - 5,110,168.524   482,893.303   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  =   0.99987280
 DF8699!UTM  15      -   0.99994530  x   0.99960360  =   0.99954892
 DF8699
 DF8699                          SUPERSEDED SURVEY CONTROL
 DF8699
 DF8699.No superseded survey control is available for this station.
 DF8699
 DF8699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM8289310169(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8699+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8699
 DF8699  HISTORY     - Date     Condition        Report By
 DF8699  HISTORY     - 2001     MONUMENTED       MN-065
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5409 ***********************************************************************
 DG5409  DESIGNATION -  41 DRL
 DG5409  PID         -  DG5409
 DG5409  STATE/COUNTY-  MN/TODD
 DG5409  USGS QUAD   -  ROUND PRAIRIE (1966)
 DG5409
 DG5409                         *CURRENT SURVEY CONTROL
 DG5409  ___________________________________________________________________
 DG5409* NAD 83(1996)-  45 55 06.64331(N)    094 59 40.84782(W)     ADJUSTED  
 DG5409* NAVD 88     -       413.3    (meters)    1356.     (feet)  GPS OBS   
 DG5409  ___________________________________________________________________
 DG5409  X           -    -387,004.834 (meters)                     COMP
 DG5409  Y           -  -4,428,221.129 (meters)                     COMP
 DG5409  Z           -   4,559,228.984 (meters)                     COMP
 DG5409  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 DG5409  ELLIP HEIGHT-         386.85  (meters)          (05/07/04) GPS OBS
 DG5409  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DG5409
 DG5409  HORZ ORDER  -  FIRST
 DG5409  ELLP ORDER  -  FOURTH    CLASS I
 DG5409
 DG5409.The horizontal coordinates were established by GPS observations
 DG5409.and adjusted by the MN DEPT OF TRANSP in May 2004..
 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 DEFLEC99 derived deflections.
 DG5409
 DG5409.The ellipsoidal height was determined by GPS observations
 DG5409.and is referenced to NAD 83.
 DG5409
 DG5409.The geoid height was determined by GEOID03.
 DG5409
 DG5409;                    North         East     Units Scale Factor Converg.
 DG5409;SPC MN C     -   202,360.611   742,233.850   MT  0.99994828   -0 32 19.3
 DG5409;UTM  15      - 5,086,928.206   345,321.697   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  =   0.99988764
 DG5409!UTM  15      -   0.99993936  x   0.99989413  =   0.99983349
 DG5409
 DG5409                          SUPERSEDED SURVEY CONTROL
 DG5409
 DG5409.No superseded survey control is available for this station.
 DG5409
 DG5409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4532286928(NAD 83)
 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 = OCTOBER  6, 2006
 OQ0525 ***********************************************************************
 OQ0525  DESIGNATION -  41 SEM
 OQ0525  PID         -  OQ0525
 OQ0525  STATE/COUNTY-  MN/ROCK
 OQ0525  USGS QUAD   -  ASH CREEK (1967)
 OQ0525
 OQ0525                         *CURRENT SURVEY CONTROL
 OQ0525  ___________________________________________________________________
 OQ0525* NAD 83(1986)-  43 37 19.     (N)    096 12 53.     (W)     SCALED    
 OQ0525* NAVD 88     -       435.136  (meters)    1427.61   (feet)  ADJUSTED  
 OQ0525  ___________________________________________________________________
 OQ0525  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OQ0525  DYNAMIC HT  -         435.027 (meters)    1427.25  (feet)  COMP
 OQ0525  MODELED GRAV-     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
 OQ0525.and adjusted by the National Geodetic Survey in June 1991..
 OQ0525
 OQ0525.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1240 ***********************************************************************
 OP1240  DESIGNATION -  41 WL
 OP1240  PID         -  OP1240
 OP1240  STATE/COUNTY-  MN/FARIBAULT
 OP1240  USGS QUAD   -  HUNTLEY (1967)
 OP1240
 OP1240                         *CURRENT SURVEY CONTROL
 OP1240  ___________________________________________________________________
 OP1240* NAD 83(1986)-  43 43 52.     (N)    094 08 50.     (W)     SCALED    
 OP1240* NAVD 88     -       330.951  (meters)    1085.80   (feet)  ADJUSTED  
 OP1240  ___________________________________________________________________
 OP1240  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 OP1240  DYNAMIC HT  -         330.884 (meters)    1085.58  (feet)  COMP
 OP1240  MODELED GRAV-     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
 OP1240.and adjusted by the National Geodetic Survey in June 1991..
 OP1240
 OP1240.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PR0126 ***********************************************************************
 PR0126  DESIGNATION -  4101 J
 PR0126  PID         -  PR0126
 PR0126  STATE/COUNTY-  MN/LINCOLN
 PR0126  USGS QUAD   -  LAKE BENTON SW (1967)
 PR0126
 PR0126                         *CURRENT SURVEY CONTROL
 PR0126  ___________________________________________________________________
 PR0126* NAD 83(1996)-  44 16 11.39881(N)    096 27 08.84681(W)     ADJUSTED  
 PR0126* NAVD 88     -       540.006  (meters)    1771.67   (feet)  ADJUSTED  
 PR0126  ___________________________________________________________________
 PR0126  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 PR0126  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 PR0126  DYNAMIC HT  -         539.897 (meters)    1771.31  (feet)  COMP
 PR0126  MODELED GRAV-     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
 PR0126.and adjusted by the National Geodetic Survey in October 1997..
 PR0126
 PR0126.The Laplace correction was computed from DEFLEC99 derived deflections.
 PR0126
 PR0126.The geoid height was determined by GEOID03.
 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;                    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 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  =   0.99989087
 PR0126!UTM  14      -   0.99991936  x   1.00010843  =   1.00002778
 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) UNKNOWN     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: 14TQQ0332105000(NAD 83)
 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 = OCTOBER  6, 2006
 PR0134 ***********************************************************************
 PR0134  DESIGNATION -  4101 K
 PR0134  PID         -  PR0134
 PR0134  STATE/COUNTY-  MN/LINCOLN
 PR0134  USGS QUAD   -  LAKE BENTON SW (1967)
 PR0134
 PR0134                         *CURRENT SURVEY CONTROL
 PR0134  ___________________________________________________________________
 PR0134* NAD 83(1996)-  44 16 04.84557(N)    096 23 02.28794(W)     ADJUSTED  
 PR0134* NAVD 88     -       558.303  (meters)    1831.70   (feet)  ADJUSTED  
 PR0134  ___________________________________________________________________
 PR0134  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 PR0134  GEOID HEIGHT-         -25.72  (meters)                     GEOID03
 PR0134  DYNAMIC HT  -         558.190 (meters)    1831.33  (feet)  COMP
 PR0134  MODELED GRAV-     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.No horizontal observational check was made to the station.
 PR0134
 PR0134.The orthometric height was determined by differential leveling
 PR0134.and adjusted by the National Geodetic Survey in October 1997..
 PR0134
 PR0134.The Laplace correction was computed from DEFLEC99 derived deflections.
 PR0134
 PR0134.The geoid height was determined by GEOID03.
 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;                    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 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  =   0.99984680
 PR0134!SPC SD N     -   0.99991650  x   1.00003179  =   0.99994828
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 PR0138 ***********************************************************************
 PR0138  DESIGNATION -  4101 L
 PR0138  PID         -  PR0138
 PR0138  STATE/COUNTY-  MN/LINCOLN
 PR0138  USGS QUAD   -  LAKE BENTON (1967)
 PR0138
 PR0138                         *CURRENT SURVEY CONTROL
 PR0138  ___________________________________________________________________
 PR0138* NAD 83(1996)-  44 16 10.04087(N)    096 20 35.87693(W)     ADJUSTED  
 PR0138* NAVD 88     -       586.835  (meters)    1925.31   (feet)  ADJUSTED  
 PR0138  ___________________________________________________________________
 PR0138  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 PR0138  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 PR0138  DYNAMIC HT  -         586.718 (meters)    1924.92  (feet)  COMP
 PR0138  MODELED GRAV-     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.No horizontal observational check was made to the station.
 PR0138
 PR0138.The orthometric height was determined by differential leveling
 PR0138.and adjusted by the National Geodetic Survey in October 1997..
 PR0138
 PR0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 PR0138
 PR0138.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PR0138;SPC MN S     -   243,732.197   612,944.267   MT  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) UNKNOWN     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_MARKER: DV = VERTICAL CONTROL DISK
 PR0138_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 PR0138_SP_SET: UNSPECIFIED DEEP SET
 PR0138_STAMPING: 4101 L 1976
 PR0138_MARK LOGO: MNDT  
 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 - September 15, 1994
 PR0138
 PR0138  HISTORY     - Date     Condition        Report By
 PR0138  HISTORY     - 1976     MONUMENTED       MNDT
 PR0138  HISTORY     - 1976     GOOD             MNHD
 PR0138  HISTORY     - 19940915 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PR0144 ***********************************************************************
 PR0144  DESIGNATION -  4101 M
 PR0144  PID         -  PR0144
 PR0144  STATE/COUNTY-  MN/LINCOLN
 PR0144  USGS QUAD   -  LAKE BENTON (1967)
 PR0144
 PR0144                         *CURRENT SURVEY CONTROL
 PR0144  ___________________________________________________________________
 PR0144* NAD 83(1986)-  44 15 55.     (N)    096 18 11.     (W)     SCALED    
 PR0144* NAVD 88     -       547.862  (meters)    1797.44   (feet)  ADJUSTED  
 PR0144  ___________________________________________________________________
 PR0144  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PR0144  DYNAMIC HT  -         547.753 (meters)    1797.09  (feet)  COMP
 PR0144  MODELED GRAV-     980,403.1   (mgal)                       NAVD 88
 PR0144
 PR0144  VERT ORDER  -  FIRST     CLASS II
 PR0144
 PR0144.The horizontal coordinates were scaled from a topographic map and have
 PR0144.an estimated accuracy of +/- 6 seconds.
 PR0144
 PR0144.The orthometric height was determined by differential leveling
 PR0144.and adjusted by the National Geodetic Survey in October 1997..
 PR0144
 PR0144.The geoid height was determined by GEOID03.
 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     -   243,180.      616,140.      MT  (+/- 180 meters Scaled)
 PR0144
 PR0144                          SUPERSEDED SURVEY CONTROL
 PR0144
 PR0144  NAVD 88 (06/15/91)  547.882  (m)         1797.51   (f) UNKNOWN     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: 14TQQ152048(NAD 83)
 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: MNDT  
 PR0144_PROJECTION: FLUSH
 PR0144_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0144+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1994
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8792 ***********************************************************************
 AB8792  DESIGNATION -  4102 AA
 AB8792  PID         -  AB8792
 AB8792  STATE/COUNTY-  MN/LINCOLN
 AB8792  USGS QUAD   -  LAKE BENTON (1967)
 AB8792
 AB8792                         *CURRENT SURVEY CONTROL
 AB8792  ___________________________________________________________________
 AB8792* NAD 83(1986)-  44 15 36.     (N)    096 17 10.     (W)     SCALED    
 AB8792* NAVD 88     -       543.606  (meters)    1783.48   (feet)  ADJUSTED  
 AB8792  ___________________________________________________________________
 AB8792  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 AB8792  DYNAMIC HT  -         543.498 (meters)    1783.13  (feet)  COMP
 AB8792  MODELED GRAV-     980,402.1   (mgal)                       NAVD 88
 AB8792
 AB8792  VERT ORDER  -  FIRST     CLASS II
 AB8792
 AB8792.The horizontal coordinates were scaled from a topographic map and have
 AB8792.an estimated accuracy of +/- 6 seconds.
 AB8792
 AB8792.The orthometric height was determined by differential leveling
 AB8792.and adjusted by the National Geodetic Survey in October 1997..
 AB8792
 AB8792.The geoid height was determined by GEOID03.
 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     -   242,550.      617,480.      MT  (+/- 180 meters Scaled)
 AB8792
 AB8792                          SUPERSEDED SURVEY CONTROL
 AB8792
 AB8792.No superseded survey control is available for this station.
 AB8792
 AB8792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ166043(NAD 83)
 AB8792_MARKER: DD = SURVEY DISK
 AB8792_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB8792_SP_SET: 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 SUITABLE FOR
 AB8792+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1994
 AB8792
 AB8792  HISTORY     - Date     Condition        Report By
 AB8792  HISTORY     - 1987     MONUMENTED       MNDT
 AB8792  HISTORY     - 19940915 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PR0146 ***********************************************************************
 PR0146  DESIGNATION -  4102 B
 PR0146  PID         -  PR0146
 PR0146  STATE/COUNTY-  MN/LINCOLN
 PR0146  USGS QUAD   -  LAKE BENTON (1967)
 PR0146
 PR0146                         *CURRENT SURVEY CONTROL
 PR0146  ___________________________________________________________________
 PR0146* NAD 83(1986)-  44 15 48.     (N)    096 17 11.     (W)     SCALED    
 PR0146* NAVD 88     -       543.435  (meters)    1782.92   (feet)  ADJUSTED  
 PR0146  ___________________________________________________________________
 PR0146  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 PR0146  DYNAMIC HT  -         543.327 (meters)    1782.57  (feet)  COMP
 PR0146  MODELED GRAV-     980,402.1   (mgal)                       NAVD 88
 PR0146
 PR0146  VERT ORDER  -  SECOND    CLASS I
 PR0146
 PR0146.The horizontal coordinates were scaled from a topographic map and have
 PR0146.an estimated accuracy of +/- 6 seconds.
 PR0146
 PR0146.The orthometric height was determined by differential leveling
 PR0146.and adjusted by the National Geodetic Survey in June 1991..
 PR0146
 PR0146.The geoid height was determined by GEOID03.
 PR0146
 PR0146.The dynamic height is computed by dividing the NAVD 88
 PR0146.geopotential number by the normal gravity value computed on the
 PR0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0146.degrees latitude (g = 980.6199 gals.).
 PR0146
 PR0146.The modeled gravity was interpolated from observed gravity values.
 PR0146
 PR0146;                    North         East    Units  Estimated Accuracy
 PR0146;SPC MN S     -   242,920.      617,470.      MT  (+/- 180 meters Scaled)
 PR0146
 PR0146                          SUPERSEDED SURVEY CONTROL
 PR0146
 PR0146  NGVD 29 (??/??/92)  543.172  (m)         1782.06   (f) ADJ UNCH    2 1
 PR0146
 PR0146.Superseded values are not recommended for survey control.
 PR0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0146.See file dsdata.txt to determine how the superseded data were derived.
 PR0146
 PR0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ165047(NAD 83)
 PR0146_MARKER: DD = SURVEY DISK
 PR0146_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PR0146_SP_SET: BRIDGE ABUTMENT
 PR0146_STAMPING: 4102 B 1976
 PR0146_MARK LOGO: MNHD  
 PR0146_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0146
 PR0146  HISTORY     - Date     Condition        Report By
 PR0146  HISTORY     - 1976     MONUMENTED       MNHD
 PR0146  HISTORY     - 19971031 GOOD             LOCENG
 PR0146
 PR0146                          STATION DESCRIPTION
 PR0146
 PR0146'DESCRIBED BY MN HIGHWAY DEPT 1976
 PR0146'AT LAKE BENTON.
 PR0146'THE MARK IS LOCATED 0.2 MILE SOUTH ALONG TRUNK HIGHWAYS 14 AND
 PR0146'75 FROM THE NORTH JUNCTION OF TRUNK HIGHWAYS 14 AND 75 AND 0.05
 PR0146'MILE NORTH ALONG TRUNK HIGHWAYS 14 AND 75 FROM THE SOUTH JUNCTION
 PR0146'TRUNK HIGHWAYS 14 AND 75 AT LAKE BENTON AND IS AT TRUNK HIGHWAY
 PR0146'14 MILEPOINT 8.4.  IT IS 18.3 FEET EAST OF AND ABOUT 1 FOOT
 PR0146'HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 14 AND 75.  IT IS
 PR0146'A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT
 PR0146'(VCM) DISK CEMENTED INTO THE SOUTHEAST CORNER OF THE ABUTMENT
 PR0146'OF BRIDGE NUMBER 5445 (TRUNK HIGHWAYS 14 AND 75 OVER THE CHICAGO
 PR0146'AND NORTHWESTERN RAILROAD).  SECTION 8, T109N, R56W.  LATITUDE
 PR0146'44 DEG-15.8 MIN LONGITUDE 96 DEG-17.1 MIN.
 PR0146
 PR0146                          STATION RECOVERY (1997)
 PR0146
 PR0146'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (MD)
 PR0146'RECOVERED IN GOOD CONDITION.  NOTE--DISK MARKINGS DIFFERENT.  MNDOT
 PR0146'LISTS 4102B, NO INFO ON 4102AA.  POSSIBLE ELEVATION DIFFERENCE OF 0.20
 PR0146'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PR0153 ***********************************************************************
 PR0153  DESIGNATION -  4102 C
 PR0153  PID         -  PR0153
 PR0153  STATE/COUNTY-  MN/LINCOLN
 PR0153  USGS QUAD   -  LAKE BENTON (1967)
 PR0153
 PR0153                         *CURRENT SURVEY CONTROL
 PR0153  ___________________________________________________________________
 PR0153* NAD 83(1986)-  44 15 42.     (N)    096 15 53.     (W)     SCALED    
 PR0153* NAVD 88     -       542.670  (meters)    1780.41   (feet)  ADJUSTED  
 PR0153  ___________________________________________________________________
 PR0153  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 PR0153  DYNAMIC HT  -         542.560 (meters)    1780.05  (feet)  COMP
 PR0153  MODELED GRAV-     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
 PR0153.and adjusted by the National Geodetic Survey in June 1991..
 PR0153
 PR0153.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PR0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 PR0147 ***********************************************************************
 PR0147  DESIGNATION -  4107 F
 PR0147  PID         -  PR0147
 PR0147  STATE/COUNTY-  MN/LINCOLN
 PR0147  USGS QUAD   -  LAKE BENTON (1967)
 PR0147
 PR0147                         *CURRENT SURVEY CONTROL
 PR0147  ___________________________________________________________________
 PR0147* NAD 83(1986)-  44 15 11.     (N)    096 17 08.     (W)     SCALED    
 PR0147* NAVD 88     -       555.839  (meters)    1823.62   (feet)  ADJUSTED  
 PR0147  ___________________________________________________________________
 PR0147  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 PR0147  DYNAMIC HT  -         555.728 (meters)    1823.25  (feet)  COMP
 PR0147  MODELED GRAV-     980,401.8   (mgal)                       NAVD 88
 PR0147
 PR0147  VERT ORDER  -  SECOND    CLASS I
 PR0147
 PR0147.The horizontal coordinates were scaled from a topographic map and have
 PR0147.an estimated accuracy of +/- 6 seconds.
 PR0147
 PR0147.The orthometric height was determined by differential leveling
 PR0147.and adjusted by the National Geodetic Survey in June 1991..
 PR0147
 PR0147.The geoid height was determined by GEOID03.
 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     -   241,780.      617,500.      MT  (+/- 180 meters Scaled)
 PR0147
 PR0147                          SUPERSEDED SURVEY CONTROL
 PR0147
 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: 14TQQ167035(NAD 83)
 PR0147_MARKER: DD = SURVEY DISK
 PR0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PR0147_SP_SET: BOX CULVERT
 PR0147_STAMPING: 4107 F 1963
 PR0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0147
 PR0147  HISTORY     - Date     Condition        Report By
 PR0147  HISTORY     - 1963     MONUMENTED       MNHD
 PR0147  HISTORY     - 1976     GOOD             MNHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PR0148 ***********************************************************************
 PR0148  DESIGNATION -  4107 G
 PR0148  PID         -  PR0148
 PR0148  STATE/COUNTY-  MN/LINCOLN
 PR0148  USGS QUAD   -  VERDI (1967)
 PR0148
 PR0148                         *CURRENT SURVEY CONTROL
 PR0148  ___________________________________________________________________
 PR0148* NAD 83(1986)-  44 14 34.     (N)    096 17 42.     (W)     SCALED    
 PR0148* NAVD 88     -       540.087  (meters)    1771.94   (feet)  ADJUSTED  
 PR0148  ___________________________________________________________________
 PR0148  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 PR0148  DYNAMIC HT  -         539.980 (meters)    1771.58  (feet)  COMP
 PR0148  MODELED GRAV-     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
 PR0148.and adjusted by the National Geodetic Survey in June 1991..
 PR0148
 PR0148.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PR0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 PR0149 ***********************************************************************
 PR0149  DESIGNATION -  4107 H
 PR0149  PID         -  PR0149
 PR0149  STATE/COUNTY-  MN/LINCOLN
 PR0149  USGS QUAD   -  VERDI (1967)
 PR0149
 PR0149                         *CURRENT SURVEY CONTROL
 PR0149  ___________________________________________________________________
 PR0149* NAD 83(1986)-  44 14 25.     (N)    096 17 49.     (W)     SCALED    
 PR0149* NAVD 88     -       537.023  (meters)    1761.88   (feet)  ADJUSTED  
 PR0149  ___________________________________________________________________
 PR0149  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 PR0149  DYNAMIC HT  -         536.916 (meters)    1761.53  (feet)  COMP
 PR0149  MODELED GRAV-     980,401.8   (mgal)                       NAVD 88
 PR0149
 PR0149  VERT ORDER  -  SECOND    CLASS I
 PR0149
 PR0149.The horizontal coordinates were scaled from a topographic map and have
 PR0149.an estimated accuracy of +/- 6 seconds.
 PR0149
 PR0149.The orthometric height was determined by differential leveling
 PR0149.and adjusted by the National Geodetic Survey in June 1991..
 PR0149
 PR0149.The geoid height was determined by GEOID03.
 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     -   240,390.      616,550.      MT  (+/- 180 meters Scaled)
 PR0149
 PR0149                          SUPERSEDED SURVEY CONTROL
 PR0149
 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: 14TQQ158021(NAD 83)
 PR0149_MARKER: DD = SURVEY DISK
 PR0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PR0149_SP_SET: BOX CULVERT
 PR0149_STAMPING: 4107 H 1976
 PR0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0149
 PR0149  HISTORY     - Date     Condition        Report By
 PR0149  HISTORY     - 1976     MONUMENTED       MNHD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PR0145 ***********************************************************************
 PR0145  DESIGNATION -  4108 A
 PR0145  PID         -  PR0145
 PR0145  STATE/COUNTY-  MN/LINCOLN
 PR0145  USGS QUAD   -  LAKE BENTON (1967)
 PR0145
 PR0145                         *CURRENT SURVEY CONTROL
 PR0145  ___________________________________________________________________
 PR0145* NAD 83(1986)-  44 16 02.     (N)    096 17 14.     (W)     SCALED    
 PR0145* NAVD 88     -       534.010  (meters)    1752.00   (feet)  ADJUSTED  
 PR0145  ___________________________________________________________________
 PR0145  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 PR0145  DYNAMIC HT  -         533.904 (meters)    1751.65  (feet)  COMP
 PR0145  MODELED GRAV-     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
 PR0145.and adjusted by the National Geodetic Survey in June 1991..
 PR0145
 PR0145.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 PR0145_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0145_SP_SET: CULVERT HEADWALL
 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
 PR0145  HISTORY     - Date     Condition        Report By
 PR0145  HISTORY     - 1950     MONUMENTED       MNHD
 PR0145  HISTORY     - 1976     GOOD             MNHD
 PR0145  HISTORY     - 19971031 POOR             LOCENG
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0014 ***********************************************************************
 RP0014  DESIGNATION -  4172
 RP0014  PID         -  RP0014
 RP0014  STATE/COUNTY-  MN/CLAY
 RP0014  USGS QUAD   -  BARNESVILLE (1981)
 RP0014
 RP0014                         *CURRENT SURVEY CONTROL
 RP0014  ___________________________________________________________________
 RP0014* NAD 83(1986)-  46 38 18.     (N)    096 24 54.     (W)     SCALED    
 RP0014* NAVD 88     -       312.535  (meters)    1025.38   (feet)  ADJUSTED  
 RP0014  ___________________________________________________________________
 RP0014  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 RP0014  DYNAMIC HT  -         312.558 (meters)    1025.45  (feet)  COMP
 RP0014  MODELED GRAV-     980,680.0   (mgal)                       NAVD 88
 RP0014
 RP0014  VERT ORDER  -  SECOND    CLASS 0
 RP0014
 RP0014.The horizontal coordinates were scaled from a topographic map and have
 RP0014.an estimated accuracy of +/- 6 seconds.
 RP0014
 RP0014.The orthometric height was determined by differential leveling
 RP0014.and adjusted by the National Geodetic Survey in June 1991..
 RP0014
 RP0014.The geoid height was determined by GEOID03.
 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     -   284,360.      634,260.      MT  (+/- 180 meters Scaled)
 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: 14TPS978682(NAD 83)
 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 = OCTOBER  6, 2006
 DF5932 ***********************************************************************
 DF5932  DESIGNATION -  42
 DF5932  PID         -  DF5932
 DF5932  STATE/COUNTY-  MN/PINE
 DF5932  USGS QUAD   -  DUXBURY (1981)
 DF5932
 DF5932                         *CURRENT SURVEY CONTROL
 DF5932  ___________________________________________________________________
 DF5932* NAD 83(1996)-  46 07 40.47154(N)    092 30 24.33520(W)     ADJUSTED  
 DF5932* NAVD 88     -       328.1    (meters)    1076.     (feet)  GPS OBS   
 DF5932  ___________________________________________________________________
 DF5932  X           -    -193,681.292 (meters)                     COMP
 DF5932  Y           -  -4,424,053.403 (meters)                     COMP
 DF5932  Z           -   4,575,329.757 (meters)                     COMP
 DF5932  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 DF5932  ELLIP HEIGHT-         301.59  (meters)          (05/27/03) GPS OBS
 DF5932  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DF5932
 DF5932  HORZ ORDER  -  FIRST
 DF5932  ELLP ORDER  -  THIRD     CLASS I
 DF5932
 DF5932.The horizontal coordinates were established by GPS observations
 DF5932.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5932
 DF5932.The orthometric height was determined by GPS observations and a
 DF5932.high-resolution geoid model.
 DF5932
 DF5932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5932
 DF5932.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5932
 DF5932.The ellipsoidal height was determined by GPS observations
 DF5932.and is referenced to NAD 83.
 DF5932
 DF5932.The geoid height was determined by GEOID03.
 DF5932
 DF5932;                    North         East     Units Scale Factor Converg.
 DF5932;SPC MN C     -   226,844.851   934,705.134   MT  0.99992852   +1 15 39.7
 DF5932;UTM  15      - 5,108,377.430   538,104.612   MT  0.99961785   +0 21 20.1
 DF5932
 DF5932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5932!SPC MN C     -   0.99995272  x   0.99992852  =   0.99988125
 DF5932!UTM  15      -   0.99995272  x   0.99961785  =   0.99957059
 DF5932
 DF5932                          SUPERSEDED SURVEY CONTROL
 DF5932
 DF5932.No superseded survey control is available for this station.
 DF5932
 DF5932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3810508377(NAD 83)
 DF5932_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5932_STAMPING: NO 42
 DF5932_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5932+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5932
 DF5932  HISTORY     - Date     Condition        Report By
 DF5932  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0635 ***********************************************************************
 PP0635  DESIGNATION -  42 001
 PP0635  PID         -  PP0635
 PP0635  STATE/COUNTY-  MN/DAKOTA
 PP0635  USGS QUAD   -  ST PAUL PARK (1993)
 PP0635
 PP0635                         *CURRENT SURVEY CONTROL
 PP0635  ___________________________________________________________________
 PP0635* NAD 83(1986)-  44 45 03.     (N)    092 52 42.     (W)     SCALED    
 PP0635* NAVD 88     -       239.779  (meters)     786.67   (feet)  ADJUSTED  
 PP0635  ___________________________________________________________________
 PP0635  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 PP0635  DYNAMIC HT  -         239.755 (meters)     786.60  (feet)  COMP
 PP0635  MODELED GRAV-     980,513.9   (mgal)                       NAVD 88
 PP0635
 PP0635  VERT ORDER  -  SECOND    CLASS 0
 PP0635
 PP0635.The horizontal coordinates were scaled from a topographic map and have
 PP0635.an estimated accuracy of +/- 6 seconds.
 PP0635
 PP0635.The orthometric height was determined by differential leveling
 PP0635.and adjusted by the National Geodetic Survey in June 1991..
 PP0635
 PP0635.The geoid height was determined by GEOID03.
 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     -   295,150.      888,810.      MT  (+/- 180 meters Scaled)
 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: 15TWK096552(NAD 83)
 PP0635_MARKER: DD = SURVEY DISK
 PP0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 PP0634 ***********************************************************************
 PP0634  DESIGNATION -  42 002
 PP0634  PID         -  PP0634
 PP0634  STATE/COUNTY-  MN/DAKOTA
 PP0634  USGS QUAD   -  ST PAUL PARK (1993)
 PP0634
 PP0634                         *CURRENT SURVEY CONTROL
 PP0634  ___________________________________________________________________
 PP0634* NAD 83(1986)-  44 45 24.     (N)    092 53 11.     (W)     SCALED    
 PP0634* NAVD 88     -       240.387  (meters)     788.67   (feet)  ADJUSTED  
 PP0634  ___________________________________________________________________
 PP0634  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 PP0634  DYNAMIC HT  -         240.364 (meters)     788.59  (feet)  COMP
 PP0634  MODELED GRAV-     980,517.4   (mgal)                       NAVD 88
 PP0634
 PP0634  VERT ORDER  -  SECOND    CLASS 0
 PP0634
 PP0634.The horizontal coordinates were scaled from a topographic map and have
 PP0634.an estimated accuracy of +/- 6 seconds.
 PP0634
 PP0634.The orthometric height was determined by differential leveling
 PP0634.and adjusted by the National Geodetic Survey in June 1991..
 PP0634
 PP0634.The geoid height was determined by GEOID03.
 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     -   295,790.      888,170.      MT  (+/- 180 meters Scaled)
 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: 15TWK089559(NAD 83)
 PP0634_MARKER: DD = SURVEY DISK
 PP0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 PP0633 ***********************************************************************
 PP0633  DESIGNATION -  42 003
 PP0633  PID         -  PP0633
 PP0633  STATE/COUNTY-  MN/DAKOTA
 PP0633  USGS QUAD   -  ST PAUL PARK (1993)
 PP0633
 PP0633                         *CURRENT SURVEY CONTROL
 PP0633  ___________________________________________________________________
 PP0633* NAD 83(1986)-  44 45 25.     (N)    092 54 13.     (W)     SCALED    
 PP0633* NAVD 88     -       263.542  (meters)     864.64   (feet)  ADJUSTED  
 PP0633  ___________________________________________________________________
 PP0633  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 PP0633  DYNAMIC HT  -         263.519 (meters)     864.56  (feet)  COMP
 PP0633  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 PP0633
 PP0633  VERT ORDER  -  SECOND    CLASS 0
 PP0633
 PP0633.The horizontal coordinates were scaled from a topographic map and have
 PP0633.an estimated accuracy of +/- 6 seconds.
 PP0633
 PP0633.The orthometric height was determined by differential leveling
 PP0633.and adjusted by the National Geodetic Survey in June 1991..
 PP0633
 PP0633.The geoid height was determined by GEOID03.
 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     -   295,800.      886,800.      MT  (+/- 180 meters Scaled)
 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: 15TWK076559(NAD 83)
 PP0633_MARKER: DD = SURVEY DISK
 PP0633_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 PP0632 ***********************************************************************
 PP0632  DESIGNATION -  42 004
 PP0632  PID         -  PP0632
 PP0632  STATE/COUNTY-  MN/DAKOTA
 PP0632  USGS QUAD   -  VERMILLION (1993)
 PP0632
 PP0632                         *CURRENT SURVEY CONTROL
 PP0632  ___________________________________________________________________
 PP0632* NAD 83(1996)-  44 44 44.21566(N)    092 54 14.26941(W)     ADJUSTED  
 PP0632* NAVD 88     -       277.758  (meters)     911.28   (feet)  ADJUSTED  
 PP0632  ___________________________________________________________________
 PP0632  LAPLACE CORR-         -13.74  (seconds)                    DEFLEC99
 PP0632  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 PP0632  DYNAMIC HT  -         277.733 (meters)     911.20  (feet)  COMP
 PP0632  MODELED GRAV-     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.No horizontal observational check was made to the station.
 PP0632
 PP0632.The orthometric height was determined by differential leveling
 PP0632.and adjusted by the National Geodetic Survey in June 1991..
 PP0632
 PP0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP0632
 PP0632.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP0632;SPC MN S     -   294,540.666   886,791.950   MT  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     -   0.99996095  x   0.99993110  =   0.99989205
 PP0632!UTM  15      -   0.99996095  x   0.99960071  =   0.99956167
 PP0632
 PP0632                          SUPERSEDED SURVEY CONTROL
 PP0632
 PP0632  NAD 83(1996)-  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: 15TWK0760354697(NAD 83)
 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 = OCTOBER  6, 2006
 DG5410 ***********************************************************************
 DG5410  DESIGNATION -  42 DRL
 DG5410  PID         -  DG5410
 DG5410  STATE/COUNTY-  MN/TODD
 DG5410  USGS QUAD   -  ROUND PRAIRIE (1966)
 DG5410
 DG5410                         *CURRENT SURVEY CONTROL
 DG5410  ___________________________________________________________________
 DG5410* NAD 83(1996)-  45 56 47.56854(N)    094 59 44.51744(W)     ADJUSTED  
 DG5410* NAVD 88     -       415.5    (meters)    1363.     (feet)  GPS OBS   
 DG5410  ___________________________________________________________________
 DG5410  X           -    -386,888.761 (meters)                     COMP
 DG5410  Y           -  -4,425,985.121 (meters)                     COMP
 DG5410  Z           -   4,561,397.879 (meters)                     COMP
 DG5410  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 DG5410  ELLIP HEIGHT-         388.97  (meters)          (05/07/04) GPS OBS
 DG5410  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DG5410
 DG5410  HORZ ORDER  -  FIRST
 DG5410  ELLP ORDER  -  FOURTH    CLASS I
 DG5410
 DG5410.The horizontal coordinates were established by GPS observations
 DG5410.and adjusted by the MN DEPT OF TRANSP in May 2004..
 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 DEFLEC99 derived deflections.
 DG5410
 DG5410.The ellipsoidal height was determined by GPS observations
 DG5410.and is referenced to NAD 83.
 DG5410
 DG5410.The geoid height was determined by GEOID03.
 DG5410
 DG5410;                    North         East     Units Scale Factor Converg.
 DG5410;SPC MN C     -   205,477.116   742,184.116   MT  0.99994487   -0 32 21.9
 DG5410;UTM  15      - 5,090,044.945   345,320.638   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  =   0.99983317
 DG5410
 DG5410                          SUPERSEDED SURVEY CONTROL
 DG5410
 DG5410.No superseded survey control is available for this station.
 DG5410
 DG5410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4532190045(NAD 83)
 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 = OCTOBER  6, 2006
 QO1164 ***********************************************************************
 QO1164  DESIGNATION -  42 ES
 QO1164  PID         -  QO1164
 QO1164  STATE/COUNTY-  MN/HENNEPIN
 QO1164  USGS QUAD   -  ROCKFORD (1993)
 QO1164
 QO1164                         *CURRENT SURVEY CONTROL
 QO1164  ___________________________________________________________________
 QO1164* NAD 83(1986)-  45 03 00.     (N)    093 44 19.     (W)     SCALED    
 QO1164* NAVD 88     -       305.087  (meters)    1000.94   (feet)  ADJUSTED  
 QO1164  ___________________________________________________________________
 QO1164  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 QO1164  DYNAMIC HT  -         305.063 (meters)    1000.86  (feet)  COMP
 QO1164  MODELED GRAV-     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
 QO1164.and adjusted by the National Geodetic Survey in June 1991..
 QO1164
 QO1164.The geoid height was determined by GEOID03.
 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     -   327,820.      820,590.      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: 15TVK418887(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1320 ***********************************************************************
 PQ1320  DESIGNATION -  42 JMK
 PQ1320  PID         -  PQ1320
 PQ1320  STATE/COUNTY-  MN/BROWN
 PQ1320  USGS QUAD   -  SANBORN SE (1967)
 PQ1320
 PQ1320                         *CURRENT SURVEY CONTROL
 PQ1320  ___________________________________________________________________
 PQ1320* NAD 83(1986)-  44 00 26.     (N)    095 05 56.     (W)     SCALED    
 PQ1320* NAVD 88     -       429.949  (meters)    1410.59   (feet)  ADJUSTED  
 PQ1320  ___________________________________________________________________
 PQ1320  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 PQ1320  DYNAMIC HT  -         429.861 (meters)    1410.30  (feet)  COMP
 PQ1320  MODELED GRAV-     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
 PQ1320.and adjusted by the National Geodetic Survey in June 1995..
 PQ1320
 PQ1320.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 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  USGS QUAD   -  BUTLER (1969)
 AB9895
 AB9895                         *CURRENT SURVEY CONTROL
 AB9895  ___________________________________________________________________
 AB9895* NAD 83(1996)-  46 37 46.52852(N)    095 15 43.39956(W)     ADJUSTED  
 AB9895* NAVD 88     -       443.489  (meters)    1455.01   (feet)  ADJUSTED  
 AB9895  ___________________________________________________________________
 AB9895  X           -    -402,428.297 (meters)                     COMP
 AB9895  Y           -  -4,369,505.389 (meters)                     COMP
 AB9895  Z           -   4,613,887.561 (meters)                     COMP
 AB9895  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 AB9895  ELLIP HEIGHT-         416.52  (meters)          (08/23/05) GPS OBS
 AB9895  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AB9895  DYNAMIC HT  -         443.502 (meters)    1455.06  (feet)  COMP
 AB9895  MODELED GRAV-     980,631.0   (mgal)                       NAVD 88
 AB9895
 AB9895  HORZ ORDER  -  B
 AB9895  VERT ORDER  -  SECOND    CLASS I
 AB9895  ELLP ORDER  -  FOURTH    CLASS II
 AB9895
 AB9895.The horizontal coordinates were established by GPS observations
 AB9895.and adjusted by the MN DEPT OF TRANSP in August 2005..
 AB9895
 AB9895.The orthometric height was determined by differential leveling
 AB9895.and adjusted by the National Geodetic Survey in September 2006..
 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 DEFLEC99 derived deflections.
 AB9895
 AB9895.The ellipsoidal height was determined by GPS observations
 AB9895.and is referenced to NAD 83.
 AB9895
 AB9895.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AB9895;SPC MN C     -   281,619.755   722,503.904   MT  0.99993523   -0 43 55.6
 AB9895;UTM  15      - 5,166,488.642   326,843.543   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  =   0.99990326
 AB9895
 AB9895                          SUPERSEDED SURVEY CONTROL
 AB9895
 AB9895  ELLIP H (05/31/05)  416.51   (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)  416.56   (m)                       GP(       ) 4 1
 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: 15TUM2684466489(NAD 83)
 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 = OCTOBER  6, 2006
 PP1355 ***********************************************************************
 PP1355  DESIGNATION -  42 RDS
 PP1355  PID         -  PP1355
 PP1355  STATE/COUNTY-  MN/SCOTT
 PP1355  USGS QUAD   -  EDEN PRAIRIE (1993)
 PP1355
 PP1355                         *CURRENT SURVEY CONTROL
 PP1355  ___________________________________________________________________
 PP1355* NAD 83(1986)-  44 47 38.     (N)    093 24 02.     (W)     SCALED    
 PP1355* NAVD 88     -       213.823  (meters)     701.52   (feet)  ADJUSTED  
 PP1355  ___________________________________________________________________
 PP1355  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 PP1355  DYNAMIC HT  -         213.816 (meters)     701.49  (feet)  COMP
 PP1355  MODELED GRAV-     980,581.3   (mgal)                       NAVD 88
 PP1355
 PP1355  VERT ORDER  -  SECOND    CLASS 0
 PP1355
 PP1355.The horizontal coordinates were scaled from a topographic map and have
 PP1355.an estimated accuracy of +/- 6 seconds.
 PP1355
 PP1355.The orthometric height was determined by differential leveling
 PP1355.and adjusted by the National Geodetic Survey in June 1991..
 PP1355
 PP1355.The geoid height was determined by GEOID03.
 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     -   299,500.      847,430.      MT  (+/- 180 meters Scaled)
 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: 15TVK683601(NAD 83)
 PP1355_MARKER: DB = BENCH MARK DISK
 PP1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1355_STAMPING: 42 RDS 1950
 PP1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1355+STABILITY: SURFACE MOTION
 PP1355
 PP1355  HISTORY     - Date     Condition        Report By
 PP1355  HISTORY     - 1950     MONUMENTED       USGS
 PP1355  HISTORY     - 1972     GOOD             MNDT
 PP1355  HISTORY     - 1975     GOOD             LOCENG
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1239 ***********************************************************************
 PP1239  DESIGNATION -  42 WHV
 PP1239  PID         -  PP1239
 PP1239  STATE/COUNTY-  MN/HENNEPIN
 PP1239  USGS QUAD   -  EDEN PRAIRIE (1993)
 PP1239
 PP1239                         *CURRENT SURVEY CONTROL
 PP1239  ___________________________________________________________________
 PP1239* NAD 83(1986)-  44 52 09.     (N)    093 25 30.     (W)     SCALED    
 PP1239* NAVD 88     -       266.811  (meters)     875.36   (feet)  ADJUSTED  
 PP1239  ___________________________________________________________________
 PP1239  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 PP1239  DYNAMIC HT  -         266.804 (meters)     875.34  (feet)  COMP
 PP1239  MODELED GRAV-     980,584.8   (mgal)                       NAVD 88
 PP1239
 PP1239  VERT ORDER  -  SECOND    CLASS 0
 PP1239
 PP1239.The horizontal coordinates were scaled from a topographic map and have
 PP1239.an estimated accuracy of +/- 6 seconds.
 PP1239
 PP1239.The orthometric height was determined by differential leveling
 PP1239.and adjusted by the National Geodetic Survey in June 1991..
 PP1239
 PP1239.The geoid height was determined by GEOID03.
 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     -   307,850.      845,440.      MT  (+/- 180 meters Scaled)
 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: 15TVK664685(NAD 83)
 PP1239_MARKER: DD = SURVEY DISK
 PP1239_SETTING: 0 = UNSPECIFIED SETTING
 PP1239_STAMPING: 42 WHV 1950
 PP1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1239
 PP1239  HISTORY     - Date     Condition        Report By
 PP1239  HISTORY     - 1950     MONUMENTED       USGS
 PP1239  HISTORY     - 1970     GOOD             MNDT
 PP1239
 PP1239                          STATION DESCRIPTION
 PP1239
 PP1239'DESCRIBED 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PR1177 ***********************************************************************
 PR1177  DESIGNATION -  4201 BB
 PR1177  PID         -  PR1177
 PR1177  STATE/COUNTY-  MN/LYON
 PR1177  USGS QUAD   -  RUTHTON (1967)
 PR1177
 PR1177                         *CURRENT SURVEY CONTROL
 PR1177  ___________________________________________________________________
 PR1177* NAD 83(1986)-  44 14 26.     (N)    096 02 50.     (W)     SCALED    
 PR1177* NAVD 88     -       534.560  (meters)    1753.80   (feet)  ADJUSTED  
 PR1177  ___________________________________________________________________
 PR1177  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 PR1177  DYNAMIC HT  -         534.452 (meters)    1753.45  (feet)  COMP
 PR1177  MODELED GRAV-     980,399.5   (mgal)                       NAVD 88
 PR1177
 PR1177  VERT ORDER  -  FIRST     CLASS II
 PR1177
 PR1177.The horizontal coordinates were scaled from a topographic map and have
 PR1177.an estimated accuracy of +/- 6 seconds.
 PR1177
 PR1177.The orthometric height was determined by differential leveling
 PR1177.and adjusted by the National Geodetic Survey in October 1997..
 PR1177
 PR1177.The geoid height was determined by GEOID03.
 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     -   239,890.      636,490.      MT  (+/- 180 meters Scaled)
 PR1177
 PR1177                          SUPERSEDED SURVEY CONTROL
 PR1177
 PR1177  NAVD 88 (06/15/91)  534.563  (m)         1753.81   (f) UNKNOWN     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: 14TQQ357028(NAD 83)
 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 SUITABLE FOR
 PR1177+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1994
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH4998 ***********************************************************************
 AH4998  DESIGNATION -  4201 CC
 AH4998  PID         -  AH4998
 AH4998  STATE/COUNTY-  MN/LYON
 AH4998  USGS QUAD   -  BALATON (1967)
 AH4998
 AH4998                         *CURRENT SURVEY CONTROL
 AH4998  ___________________________________________________________________
 AH4998* NAD 83(1986)-  44 14 15.     (N)    095 52 24.     (W)     SCALED    
 AH4998* NAVD 88     -       472.700  (meters)    1550.85   (feet)  ADJUSTED  
 AH4998  ___________________________________________________________________
 AH4998  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AH4998  DYNAMIC HT  -         472.606 (meters)    1550.54  (feet)  COMP
 AH4998  MODELED GRAV-     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
 AH4998.and adjusted by the National Geodetic Survey in May 1999..
 AH4998
 AH4998.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 AH4998_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 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 = OCTOBER  6, 2006
 AH5005 ***********************************************************************
 AH5005  DESIGNATION -  4201 F
 AH5005  PID         -  AH5005
 AH5005  STATE/COUNTY-  MN/LYON
 AH5005  USGS QUAD   -  CURRENT LAKE (1967)
 AH5005
 AH5005                         *CURRENT SURVEY CONTROL
 AH5005  ___________________________________________________________________
 AH5005* NAD 83(1986)-  44 14 24.     (N)    095 57 25.     (W)     SCALED    
 AH5005* NAVD 88     -       493.695  (meters)    1619.73   (feet)  ADJUSTED  
 AH5005  ___________________________________________________________________
 AH5005  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AH5005  DYNAMIC HT  -         493.597 (meters)    1619.41  (feet)  COMP
 AH5005  MODELED GRAV-     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
 AH5005.and adjusted by the National Geodetic Survey in May 1999..
 AH5005
 AH5005.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 AH5005_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 AH5002 ***********************************************************************
 AH5002  DESIGNATION -  4201 G
 AH5002  PID         -  AH5002
 AH5002  STATE/COUNTY-  MN/LYON
 AH5002  USGS QUAD   -  CURRENT LAKE (1967)
 AH5002
 AH5002                         *CURRENT SURVEY CONTROL
 AH5002  ___________________________________________________________________
 AH5002* NAD 83(1986)-  44 14 24.     (N)    095 55 25.     (W)     SCALED    
 AH5002* NAVD 88     -       481.075  (meters)    1578.33   (feet)  ADJUSTED  
 AH5002  ___________________________________________________________________
 AH5002  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AH5002  DYNAMIC HT  -         480.979 (meters)    1578.01  (feet)  COMP
 AH5002  MODELED GRAV-     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
 AH5002.and adjusted by the National Geodetic Survey in May 1999..
 AH5002
 AH5002.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 AH5002_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 PQ1412 ***********************************************************************
 PQ1412  DESIGNATION -  4201 K
 PQ1412  PID         -  PQ1412
 PQ1412  STATE/COUNTY-  MN/LYON
 PQ1412  USGS QUAD   -  BALATON (1967)
 PQ1412
 PQ1412                         *CURRENT SURVEY CONTROL
 PQ1412  ___________________________________________________________________
 PQ1412* NAD 83(1986)-  44 14 06.     (N)    095 52 27.     (W)     SCALED    
 PQ1412* NAVD 88     -       474.173  (meters)    1555.68   (feet)  ADJUSTED  
 PQ1412  ___________________________________________________________________
 PQ1412  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 PQ1412  DYNAMIC HT  -         474.079 (meters)    1555.37  (feet)  COMP
 PQ1412  MODELED GRAV-     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
 PQ1412.and adjusted by the National Geodetic Survey in June 1995..
 PQ1412
 PQ1412.The geoid height was determined by GEOID03.
 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_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 - May 22, 1991
 PQ1412
 PQ1412  HISTORY     - Date     Condition        Report By
 PQ1412  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1412  HISTORY     - 19910522 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1395 ***********************************************************************
 PQ1395  DESIGNATION -  4201 L
 PQ1395  PID         -  PQ1395
 PQ1395  STATE/COUNTY-  MN/LYON
 PQ1395  USGS QUAD   -  BALATON (1967)
 PQ1395
 PQ1395                         *CURRENT SURVEY CONTROL
 PQ1395  ___________________________________________________________________
 PQ1395* NAD 83(1986)-  44 13 30.     (N)    095 51 16.     (W)     SCALED    
 PQ1395* NAVD 88     -       464.370  (meters)    1523.52   (feet)  ADJUSTED  
 PQ1395  ___________________________________________________________________
 PQ1395  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 PQ1395  DYNAMIC HT  -         464.277 (meters)    1523.22  (feet)  COMP
 PQ1395  MODELED GRAV-     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
 PQ1395.and adjusted by the National Geodetic Survey in June 1995..
 PQ1395
 PQ1395.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1394 ***********************************************************************
 PQ1394  DESIGNATION -  4201 M
 PQ1394  PID         -  PQ1394
 PQ1394  STATE/COUNTY-  MN/LYON
 PQ1394  USGS QUAD   -  BALATON (1967)
 PQ1394
 PQ1394                         *CURRENT SURVEY CONTROL
 PQ1394  ___________________________________________________________________
 PQ1394* NAD 83(1986)-  44 13 31.     (N)    095 49 33.     (W)     SCALED    
 PQ1394* NAVD 88     -       464.791  (meters)    1524.90   (feet)  ADJUSTED  
 PQ1394  ___________________________________________________________________
 PQ1394  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 PQ1394  DYNAMIC HT  -         464.699 (meters)    1524.60  (feet)  COMP
 PQ1394  MODELED GRAV-     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
 PQ1394.and adjusted by the National Geodetic Survey in June 1995..
 PQ1394
 PQ1394.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH4999 ***********************************************************************
 AH4999  DESIGNATION -  4201 N
 AH4999  PID         -  AH4999
 AH4999  STATE/COUNTY-  MN/LYON
 AH4999  USGS QUAD   -  CURRENT LAKE (1967)
 AH4999
 AH4999                         *CURRENT SURVEY CONTROL
 AH4999  ___________________________________________________________________
 AH4999* NAD 83(1986)-  44 14 26.     (N)    095 53 13.     (W)     SCALED    
 AH4999* NAVD 88     -       476.220  (meters)    1562.40   (feet)  ADJUSTED  
 AH4999  ___________________________________________________________________
 AH4999  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AH4999  DYNAMIC HT  -         476.126 (meters)    1562.09  (feet)  COMP
 AH4999  MODELED GRAV-     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
 AH4999.and adjusted by the National Geodetic Survey in May 1999..
 AH4999
 AH4999.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH5000 ***********************************************************************
 AH5000  DESIGNATION -  4201 P
 AH5000  PID         -  AH5000
 AH5000  STATE/COUNTY-  MN/LYON
 AH5000  USGS QUAD   -  CURRENT LAKE (1967)
 AH5000
 AH5000                         *CURRENT SURVEY CONTROL
 AH5000  ___________________________________________________________________
 AH5000* NAD 83(1986)-  44 14 22.     (N)    095 53 54.     (W)     SCALED    
 AH5000* NAVD 88     -       477.384  (meters)    1566.22   (feet)  ADJUSTED  
 AH5000  ___________________________________________________________________
 AH5000  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AH5000  DYNAMIC HT  -         477.289 (meters)    1565.91  (feet)  COMP
 AH5000  MODELED GRAV-     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
 AH5000.and adjusted by the National Geodetic Survey in May 1999..
 AH5000
 AH5000.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH5001 ***********************************************************************
 AH5001  DESIGNATION -  4201 Q
 AH5001  PID         -  AH5001
 AH5001  STATE/COUNTY-  MN/LYON
 AH5001  USGS QUAD   -  CURRENT LAKE (1967)
 AH5001
 AH5001                         *CURRENT SURVEY CONTROL
 AH5001  ___________________________________________________________________
 AH5001* NAD 83(1986)-  44 14 24.     (N)    095 54 44.     (W)     SCALED    
 AH5001* NAVD 88     -       474.227  (meters)    1555.86   (feet)  ADJUSTED  
 AH5001  ___________________________________________________________________
 AH5001  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH5001  DYNAMIC HT  -         474.132 (meters)    1555.55  (feet)  COMP
 AH5001  MODELED GRAV-     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
 AH5001.and adjusted by the National Geodetic Survey in May 1999..
 AH5001
 AH5001.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH5003 ***********************************************************************
 AH5003  DESIGNATION -  4201 R
 AH5003  PID         -  AH5003
 AH5003  STATE/COUNTY-  MN/LYON
 AH5003  USGS QUAD   -  CURRENT LAKE (1967)
 AH5003
 AH5003                         *CURRENT SURVEY CONTROL
 AH5003  ___________________________________________________________________
 AH5003* NAD 83(1986)-  44 14 19.     (N)    095 56 13.     (W)     SCALED    
 AH5003* NAVD 88     -       496.074  (meters)    1627.54   (feet)  ADJUSTED  
 AH5003  ___________________________________________________________________
 AH5003  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AH5003  DYNAMIC HT  -         495.975 (meters)    1627.21  (feet)  COMP
 AH5003  MODELED GRAV-     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
 AH5003.and adjusted by the National Geodetic Survey in May 1999..
 AH5003
 AH5003.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH5004 ***********************************************************************
 AH5004  DESIGNATION -  4201 S
 AH5004  PID         -  AH5004
 AH5004  STATE/COUNTY-  MN/LYON
 AH5004  USGS QUAD   -  CURRENT LAKE (1967)
 AH5004
 AH5004                         *CURRENT SURVEY CONTROL
 AH5004  ___________________________________________________________________
 AH5004* NAD 83(1986)-  44 14 23.     (N)    095 57 03.     (W)     SCALED    
 AH5004* NAVD 88     -       494.075  (meters)    1620.98   (feet)  ADJUSTED  
 AH5004  ___________________________________________________________________
 AH5004  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH5004  DYNAMIC HT  -         493.977 (meters)    1620.66  (feet)  COMP
 AH5004  MODELED GRAV-     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
 AH5004.and adjusted by the National Geodetic Survey in May 1999..
 AH5004
 AH5004.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH5006 ***********************************************************************
 AH5006  DESIGNATION -  4201 T
 AH5006  PID         -  AH5006
 AH5006  STATE/COUNTY-  MN/LYON
 AH5006  USGS QUAD   -  CURRENT LAKE (1967)
 AH5006
 AH5006                         *CURRENT SURVEY CONTROL
 AH5006  ___________________________________________________________________
 AH5006* NAD 83(1986)-  44 14 26.     (N)    095 58 04.     (W)     SCALED    
 AH5006* NAVD 88     -       499.818  (meters)    1639.82   (feet)  ADJUSTED  
 AH5006  ___________________________________________________________________
 AH5006  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AH5006  DYNAMIC HT  -         499.718 (meters)    1639.49  (feet)  COMP
 AH5006  MODELED GRAV-     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
 AH5006.and adjusted by the National Geodetic Survey in May 1999..
 AH5006
 AH5006.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH5007 ***********************************************************************
 AH5007  DESIGNATION -  4201 U
 AH5007  PID         -  AH5007
 AH5007  STATE/COUNTY-  MN/LYON
 AH5007  USGS QUAD   -  CURRENT LAKE (1967)
 AH5007
 AH5007                         *CURRENT SURVEY CONTROL
 AH5007  ___________________________________________________________________
 AH5007* NAD 83(1986)-  44 14 20.     (N)    095 58 45.     (W)     SCALED    
 AH5007* NAVD 88     -       508.947  (meters)    1669.77   (feet)  ADJUSTED  
 AH5007  ___________________________________________________________________
 AH5007  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AH5007  DYNAMIC HT  -         508.846 (meters)    1669.44  (feet)  COMP
 AH5007  MODELED GRAV-     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
 AH5007.and adjusted by the National Geodetic Survey in May 1999..
 AH5007
 AH5007.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH5008 ***********************************************************************
 AH5008  DESIGNATION -  4201 V
 AH5008  PID         -  AH5008
 AH5008  STATE/COUNTY-  MN/LYON
 AH5008  USGS QUAD   -  CURRENT LAKE (1967)
 AH5008
 AH5008                         *CURRENT SURVEY CONTROL
 AH5008  ___________________________________________________________________
 AH5008* NAD 83(1986)-  44 14 23.     (N)    095 59 16.     (W)     SCALED    
 AH5008* NAVD 88     -       508.548  (meters)    1668.46   (feet)  ADJUSTED  
 AH5008  ___________________________________________________________________
 AH5008  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AH5008  DYNAMIC HT  -         508.446 (meters)    1668.13  (feet)  COMP
 AH5008  MODELED GRAV-     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
 AH5008.and adjusted by the National Geodetic Survey in May 1999..
 AH5008
 AH5008.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH5009 ***********************************************************************
 AH5009  DESIGNATION -  4201 W
 AH5009  PID         -  AH5009
 AH5009  STATE/COUNTY-  MN/LYON
 AH5009  USGS QUAD   -  RUTHTON (1967)
 AH5009
 AH5009                         *CURRENT SURVEY CONTROL
 AH5009  ___________________________________________________________________
 AH5009* NAD 83(1986)-  44 14 24.     (N)    096 00 45.     (W)     SCALED    
 AH5009* NAVD 88     -       502.437  (meters)    1648.41   (feet)  ADJUSTED  
 AH5009  ___________________________________________________________________
 AH5009  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AH5009  DYNAMIC HT  -         502.335 (meters)    1648.08  (feet)  COMP
 AH5009  MODELED GRAV-     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
 AH5009.and adjusted by the National Geodetic Survey in May 1999..
 AH5009
 AH5009.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH5010 ***********************************************************************
 AH5010  DESIGNATION -  4201 X
 AH5010  PID         -  AH5010
 AH5010  STATE/COUNTY-  MN/LYON
 AH5010  USGS QUAD   -  RUTHTON (1967)
 AH5010
 AH5010                         *CURRENT SURVEY CONTROL
 AH5010  ___________________________________________________________________
 AH5010* NAD 83(1986)-  44 14 25.     (N)    096 01 32.     (W)     SCALED    
 AH5010* NAVD 88     -       505.735  (meters)    1659.23   (feet)  ADJUSTED  
 AH5010  ___________________________________________________________________
 AH5010  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AH5010  DYNAMIC HT  -         505.633 (meters)    1658.90  (feet)  COMP
 AH5010  MODELED GRAV-     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
 AH5010.and adjusted by the National Geodetic Survey in May 1999..
 AH5010
 AH5010.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH5011 ***********************************************************************
 AH5011  DESIGNATION -  4201 Y
 AH5011  PID         -  AH5011
 AH5011  STATE/COUNTY-  MN/LYON
 AH5011  USGS QUAD   -  RUTHTON (1967)
 AH5011
 AH5011                         *CURRENT SURVEY CONTROL
 AH5011  ___________________________________________________________________
 AH5011* NAD 83(1986)-  44 14 21.     (N)    096 02 19.     (W)     SCALED    
 AH5011* NAVD 88     -       524.130  (meters)    1719.58   (feet)  ADJUSTED  
 AH5011  ___________________________________________________________________
 AH5011  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AH5011  DYNAMIC HT  -         524.024 (meters)    1719.24  (feet)  COMP
 AH5011  MODELED GRAV-     980,399.8   (mgal)                       NAVD 88
 AH5011
 AH5011  VERT ORDER  -  SECOND    CLASS I
 AH5011
 AH5011.The horizontal coordinates were scaled from a topographic map and have
 AH5011.an estimated accuracy of +/- 6 seconds.
 AH5011
 AH5011.The orthometric height was determined by differential leveling
 AH5011.and adjusted by the National Geodetic Survey in May 1999..
 AH5011
 AH5011.The geoid height was determined by GEOID03.
 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     -   239,720.      637,180.      MT  (+/- 180 meters Scaled)
 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_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 SUITABLE FOR
 AH5011+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5011
 AH5011  HISTORY     - Date     Condition        Report By
 AH5011  HISTORY     - 1991     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1355 ***********************************************************************
 PQ1355  DESIGNATION -  4202 B
 PQ1355  PID         -  PQ1355
 PQ1355  STATE/COUNTY-  MN/LYON
 PQ1355  USGS QUAD   -  BALATON (1967)
 PQ1355
 PQ1355                         *CURRENT SURVEY CONTROL
 PQ1355  ___________________________________________________________________
 PQ1355* NAD 83(1996)-  44 14 22.37789(N)    095 45 10.44923(W)     ADJUSTED  
 PQ1355* NAVD 88     -       462.350  (meters)    1516.89   (feet)  ADJUSTED  
 PQ1355  ___________________________________________________________________
 PQ1355  X           -    -458,817.369 (meters)                     COMP
 PQ1355  Y           -  -4,554,204.865 (meters)                     COMP
 PQ1355  Z           -   4,427,503.839 (meters)                     COMP
 PQ1355  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 PQ1355  ELLIP HEIGHT-         435.68  (meters)          (05/15/02) GPS OBS
 PQ1355  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 PQ1355  DYNAMIC HT  -         462.261 (meters)    1516.60  (feet)  COMP
 PQ1355  MODELED GRAV-     980,412.7   (mgal)                       NAVD 88
 PQ1355
 PQ1355  HORZ ORDER  -  FIRST
 PQ1355  VERT ORDER  -  SECOND    CLASS I
 PQ1355  ELLP ORDER  -  THIRD     CLASS I
 PQ1355
 PQ1355.The horizontal coordinates were established by GPS observations
 PQ1355.and adjusted by the MN DEPT OF TRANSP in May 2002..
 PQ1355
 PQ1355.The orthometric height was determined by differential leveling
 PQ1355.and adjusted by the National Geodetic Survey in June 1995..
 PQ1355
 PQ1355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1355
 PQ1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1355
 PQ1355.The ellipsoidal height was determined by GPS observations
 PQ1355.and is referenced to NAD 83.
 PQ1355
 PQ1355.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1355;SPC MN S     -   239,229.205   659,993.455   MT  0.99993244   -1 13 43.2
 PQ1355;UTM  15      - 4,902,165.388   280,176.078   MT  1.00019433   -1 55 16.9
 PQ1355
 PQ1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1355!SPC MN S     -   0.99993169  x   0.99993244  =   0.99986413
 PQ1355!UTM  15      -   0.99993169  x   1.00019433  =   1.00012601
 PQ1355
 PQ1355                          SUPERSEDED SURVEY CONTROL
 PQ1355
 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_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 - April 01, 1999
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0460 ***********************************************************************
 PQ0460  DESIGNATION -  4203 AB
 PQ0460  PID         -  PQ0460
 PQ0460  STATE/COUNTY-  MN/LYON
 PQ0460  USGS QUAD   -  COTTONWOOD (1962)
 PQ0460
 PQ0460                         *CURRENT SURVEY CONTROL
 PQ0460  ___________________________________________________________________
 PQ0460* NAD 83(1986)-  44 36 50.     (N)    095 40 06.     (W)     SCALED    
 PQ0460* NAVD 88     -       325.266  (meters)    1067.14   (feet)  ADJUSTED  
 PQ0460  ___________________________________________________________________
 PQ0460  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 PQ0460  DYNAMIC HT  -         325.222 (meters)    1067.00  (feet)  COMP
 PQ0460  MODELED GRAV-     980,472.0   (mgal)                       NAVD 88
 PQ0460
 PQ0460  VERT ORDER  -  SECOND    CLASS 0
 PQ0460
 PQ0460.The horizontal coordinates were scaled from a topographic map and have
 PQ0460.an estimated accuracy of +/- 6 seconds.
 PQ0460
 PQ0460.The orthometric height was determined by differential leveling
 PQ0460.and adjusted by the National Geodetic Survey in June 1991..
 PQ0460
 PQ0460.The geoid height was determined by GEOID03.
 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.      667,600.      MT  (+/- 180 meters Scaled)
 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: 15TTK882435(NAD 83)
 PQ0460_MARKER: DD = SURVEY 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 = OCTOBER  6, 2006
 PQ0456 ***********************************************************************
 PQ0456  DESIGNATION -  4203 AD
 PQ0456  PID         -  PQ0456
 PQ0456  STATE/COUNTY-  MN/LYON
 PQ0456  USGS QUAD   -  COTTONWOOD (1962)
 PQ0456
 PQ0456                         *CURRENT SURVEY CONTROL
 PQ0456  ___________________________________________________________________
 PQ0456* NAD 83(1986)-  44 36 29.     (N)    095 40 25.     (W)     SCALED    
 PQ0456* NAVD 88     -       328.714  (meters)    1078.46   (feet)  ADJUSTED  
 PQ0456  ___________________________________________________________________
 PQ0456  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 PQ0456  DYNAMIC HT  -         328.669 (meters)    1078.31  (feet)  COMP
 PQ0456  MODELED GRAV-     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
 PQ0456.and adjusted by the National Geodetic Survey in June 1991..
 PQ0456.WARNING-Repeat measurements at this control monument indicate possible
 PQ0456.vertical movement.
 PQ0456
 PQ0456.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0455 ***********************************************************************
 PQ0455  DESIGNATION -  4203 AE
 PQ0455  PID         -  PQ0455
 PQ0455  STATE/COUNTY-  MN/LYON
 PQ0455  USGS QUAD   -  COTTONWOOD (1962)
 PQ0455
 PQ0455                         *CURRENT SURVEY CONTROL
 PQ0455  ___________________________________________________________________
 PQ0455* NAD 83(1986)-  44 36 24.     (N)    095 40 30.     (W)     SCALED    
 PQ0455* NAVD 88     -       326.882  (meters)    1072.45   (feet)  ADJUSTED  
 PQ0455  ___________________________________________________________________
 PQ0455  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 PQ0455  DYNAMIC HT  -         326.837 (meters)    1072.30  (feet)  COMP
 PQ0455  MODELED GRAV-     980,470.1   (mgal)                       NAVD 88
 PQ0455
 PQ0455  VERT ORDER  -  FIRST     CLASS II
 PQ0455
 PQ0455.The horizontal coordinates were scaled from a topographic map and have
 PQ0455.an estimated accuracy of +/- 6 seconds.
 PQ0455
 PQ0455.The orthometric height was determined by differential leveling
 PQ0455.and adjusted by the National Geodetic Survey in June 1991..
 PQ0455.WARNING-Repeat measurements at this control monument indicate possible
 PQ0455.vertical movement.
 PQ0455
 PQ0455.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ0455;SPC MN S     -   279,880.      667,050.      MT  (+/- 180 meters Scaled)
 PQ0455
 PQ0455                          SUPERSEDED SURVEY CONTROL
 PQ0455
 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: 15TTK877427(NAD 83)
 PQ0455_MARKER: DB = BENCH MARK DISK
 PQ0455_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ0455_SP_SET: FOOTING
 PQ0455_STAMPING: 4203 AE 1971
 PQ0455_MARK LOGO: MNHD  
 PQ0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0455+STABILITY: SURFACE MOTION
 PQ0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0455+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1990
 PQ0455
 PQ0455  HISTORY     - Date     Condition        Report By
 PQ0455  HISTORY     - 1971     MONUMENTED       MNHD
 PQ0455  HISTORY     - 19900811 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1213 ***********************************************************************
 PQ1213  DESIGNATION -  4203 AJ
 PQ1213  PID         -  PQ1213
 PQ1213  STATE/COUNTY-  MN/LYON
 PQ1213  USGS QUAD   -  MARSHALL (1994)
 PQ1213
 PQ1213                         *CURRENT SURVEY CONTROL
 PQ1213  ___________________________________________________________________
 PQ1213* NAD 83(1986)-  44 27 38.     (N)    095 45 23.     (W)     SCALED    
 PQ1213* NAVD 88     -       347.937  (meters)    1141.52   (feet)  ADJUSTED  
 PQ1213  ___________________________________________________________________
 PQ1213  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 PQ1213  DYNAMIC HT  -         347.879 (meters)    1141.33  (feet)  COMP
 PQ1213  MODELED GRAV-     980,443.3   (mgal)                       NAVD 88
 PQ1213
 PQ1213  VERT ORDER  -  FIRST     CLASS II
 PQ1213
 PQ1213.The horizontal coordinates were scaled from a topographic map and have
 PQ1213.an estimated accuracy of +/- 6 seconds.
 PQ1213
 PQ1213.The orthometric height was determined by differential leveling
 PQ1213.and adjusted by the National Geodetic Survey in June 1991..
 PQ1213
 PQ1213.The geoid height was determined by GEOID03.
 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     -   263,790.      660,240.      MT  (+/- 180 meters Scaled)
 PQ1213
 PQ1213                          SUPERSEDED SURVEY CONTROL
 PQ1213
 PQ1213.No superseded survey control is available for this station.
 PQ1213
 PQ1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK807267(NAD 83)
 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: RECESSED 5 CENTIMETERS
 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 10, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1214 ***********************************************************************
 PQ1214  DESIGNATION -  4203 AK
 PQ1214  PID         -  PQ1214
 PQ1214  STATE/COUNTY-  MN/LYON
 PQ1214  USGS QUAD   -  MARSHALL (1994)
 PQ1214
 PQ1214                         *CURRENT SURVEY CONTROL
 PQ1214  ___________________________________________________________________
 PQ1214* NAD 83(1986)-  44 28 32.     (N)    095 45 21.     (W)     SCALED    
 PQ1214* NAVD 88     -       345.380  (meters)    1133.13   (feet)  ADJUSTED  
 PQ1214  ___________________________________________________________________
 PQ1214  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 PQ1214  DYNAMIC HT  -         345.323 (meters)    1132.95  (feet)  COMP
 PQ1214  MODELED GRAV-     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
 PQ1214.and adjusted by the National Geodetic Survey in June 1991..
 PQ1214
 PQ1214.The geoid height was determined by GEOID03.
 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_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 - August 10, 1990
 PQ1214
 PQ1214  HISTORY     - Date     Condition        Report By
 PQ1214  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1214  HISTORY     - 19900810 GOOD             NGS
 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.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1215 ***********************************************************************
 PQ1215  DESIGNATION -  4203 AL
 PQ1215  PID         -  PQ1215
 PQ1215  STATE/COUNTY-  MN/LYON
 PQ1215  USGS QUAD   -  MARSHALL (1994)
 PQ1215
 PQ1215                         *CURRENT SURVEY CONTROL
 PQ1215  ___________________________________________________________________
 PQ1215* NAD 83(1986)-  44 29 13.     (N)    095 45 25.     (W)     SCALED    
 PQ1215* NAVD 88     -       342.800  (meters)    1124.67   (feet)  ADJUSTED  
 PQ1215  ___________________________________________________________________
 PQ1215  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 PQ1215  DYNAMIC HT  -         342.744 (meters)    1124.49  (feet)  COMP
 PQ1215  MODELED GRAV-     980,444.9   (mgal)                       NAVD 88
 PQ1215
 PQ1215  VERT ORDER  -  FIRST     CLASS II
 PQ1215
 PQ1215.The horizontal coordinates were scaled from a topographic map and have
 PQ1215.an estimated accuracy of +/- 6 seconds.
 PQ1215
 PQ1215.The orthometric height was determined by differential leveling
 PQ1215.and adjusted by the National Geodetic Survey in June 1991..
 PQ1215
 PQ1215.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ1215;SPC MN S     -   266,720.      660,260.      MT  (+/- 180 meters Scaled)
 PQ1215
 PQ1215                          SUPERSEDED SURVEY CONTROL
 PQ1215
 PQ1215.No superseded survey control is available for this station.
 PQ1215
 PQ1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK807296(NAD 83)
 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: RECESSED 3 CENTIMETERS
 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 - August 10, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1216 ***********************************************************************
 PQ1216  DESIGNATION -  4203 AM
 PQ1216  PID         -  PQ1216
 PQ1216  STATE/COUNTY-  MN/LYON
 PQ1216  USGS QUAD   -  MARSHALL (1994)
 PQ1216
 PQ1216                         *CURRENT SURVEY CONTROL
 PQ1216  ___________________________________________________________________
 PQ1216* NAD 83(1986)-  44 29 59.     (N)    095 45 21.     (W)     SCALED    
 PQ1216* NAVD 88     -       341.539  (meters)    1120.53   (feet)  ADJUSTED  
 PQ1216  ___________________________________________________________________
 PQ1216  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 PQ1216  DYNAMIC HT  -         341.483 (meters)    1120.35  (feet)  COMP
 PQ1216  MODELED GRAV-     980,445.9   (mgal)                       NAVD 88
 PQ1216
 PQ1216  VERT ORDER  -  FIRST     CLASS II
 PQ1216
 PQ1216.The horizontal coordinates were scaled from a topographic map and have
 PQ1216.an estimated accuracy of +/- 6 seconds.
 PQ1216
 PQ1216.The orthometric height was determined by differential leveling
 PQ1216.and adjusted by the National Geodetic Survey in June 1991..
 PQ1216
 PQ1216.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ1216;SPC MN S     -   268,140.      660,380.      MT  (+/- 180 meters Scaled)
 PQ1216
 PQ1216                          SUPERSEDED SURVEY CONTROL
 PQ1216
 PQ1216.No superseded survey control is available for this station.
 PQ1216
 PQ1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK809310(NAD 83)
 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 - August 10, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1217 ***********************************************************************
 PQ1217  DESIGNATION -  4203 AN
 PQ1217  PID         -  PQ1217
 PQ1217  STATE/COUNTY-  MN/LYON
 PQ1217  USGS QUAD   -  GREEN VALLEY (1967)
 PQ1217
 PQ1217                         *CURRENT SURVEY CONTROL
 PQ1217  ___________________________________________________________________
 PQ1217* NAD 83(1986)-  44 30 46.     (N)    095 45 22.     (W)     SCALED    
 PQ1217* NAVD 88     -       338.520  (meters)    1110.63   (feet)  ADJUSTED  
 PQ1217  ___________________________________________________________________
 PQ1217  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 PQ1217  DYNAMIC HT  -         338.464 (meters)    1110.44  (feet)  COMP
 PQ1217  MODELED GRAV-     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
 PQ1217.and adjusted by the National Geodetic Survey in June 1991..
 PQ1217
 PQ1217.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 PQ1217_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 PQ1219 ***********************************************************************
 PQ1219  DESIGNATION -  4203 AP
 PQ1219  PID         -  PQ1219
 PQ1219  STATE/COUNTY-  MN/LYON
 PQ1219  USGS QUAD   -  GREEN VALLEY (1967)
 PQ1219
 PQ1219                         *CURRENT SURVEY CONTROL
 PQ1219  ___________________________________________________________________
 PQ1219* NAD 83(1986)-  44 32 19.     (N)    095 45 05.     (W)     SCALED    
 PQ1219* NAVD 88     -       333.782  (meters)    1095.08   (feet)  ADJUSTED  
 PQ1219  ___________________________________________________________________
 PQ1219  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 PQ1219  DYNAMIC HT  -         333.727 (meters)    1094.90  (feet)  COMP
 PQ1219  MODELED GRAV-     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
 PQ1219.and adjusted by the National Geodetic Survey in June 1991..
 PQ1219
 PQ1219.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 PQ1219_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 PQ1220 ***********************************************************************
 PQ1220  DESIGNATION -  4203 AQ
 PQ1220  PID         -  PQ1220
 PQ1220  STATE/COUNTY-  MN/LYON
 PQ1220  USGS QUAD   -  COTTONWOOD (1962)
 PQ1220
 PQ1220                         *CURRENT SURVEY CONTROL
 PQ1220  ___________________________________________________________________
 PQ1220* NAD 83(1986)-  44 33 15.     (N)    095 44 24.     (W)     SCALED    
 PQ1220* NAVD 88     -       340.024  (meters)    1115.56   (feet)  ADJUSTED  
 PQ1220  ___________________________________________________________________
 PQ1220  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 PQ1220  DYNAMIC HT  -         339.968 (meters)    1115.38  (feet)  COMP
 PQ1220  MODELED GRAV-     980,445.0   (mgal)                       NAVD 88
 PQ1220
 PQ1220  VERT ORDER  -  FIRST     CLASS II
 PQ1220
 PQ1220.The horizontal coordinates were scaled from a topographic map and have
 PQ1220.an estimated accuracy of +/- 6 seconds.
 PQ1220
 PQ1220.The orthometric height was determined by differential leveling
 PQ1220.and adjusted by the National Geodetic Survey in June 1991..
 PQ1220
 PQ1220.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ1220;SPC MN S     -   274,160.      661,770.      MT  (+/- 180 meters Scaled)
 PQ1220
 PQ1220                          SUPERSEDED SURVEY CONTROL
 PQ1220
 PQ1220.No superseded survey control is available for this station.
 PQ1220
 PQ1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK823370(NAD 83)
 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: RECESSED 3 CENTIMETERS
 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 - August 11, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1221 ***********************************************************************
 PQ1221  DESIGNATION -  4203 AR
 PQ1221  PID         -  PQ1221
 PQ1221  STATE/COUNTY-  MN/LYON
 PQ1221  USGS QUAD   -  COTTONWOOD (1962)
 PQ1221
 PQ1221                         *CURRENT SURVEY CONTROL
 PQ1221  ___________________________________________________________________
 PQ1221* NAD 83(1986)-  44 34 20.     (N)    095 42 44.     (W)     SCALED    
 PQ1221* NAVD 88     -       333.296  (meters)    1093.49   (feet)  ADJUSTED  
 PQ1221  ___________________________________________________________________
 PQ1221  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 PQ1221  DYNAMIC HT  -         333.244 (meters)    1093.32  (feet)  COMP
 PQ1221  MODELED GRAV-     980,453.2   (mgal)                       NAVD 88
 PQ1221
 PQ1221  VERT ORDER  -  FIRST     CLASS II
 PQ1221
 PQ1221.The horizontal coordinates were scaled from a topographic map and have
 PQ1221.an estimated accuracy of +/- 6 seconds.
 PQ1221
 PQ1221.The orthometric height was determined by differential leveling
 PQ1221.and adjusted by the National Geodetic Survey in June 1991..
 PQ1221
 PQ1221.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ1221;SPC MN S     -   276,120.      664,020.      MT  (+/- 180 meters Scaled)
 PQ1221
 PQ1221                          SUPERSEDED SURVEY CONTROL
 PQ1221
 PQ1221.No superseded survey control is available for this station.
 PQ1221
 PQ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK846390(NAD 83)
 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 - August 11, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1222 ***********************************************************************
 PQ1222  DESIGNATION -  4203 AS
 PQ1222  PID         -  PQ1222
 PQ1222  STATE/COUNTY-  MN/LYON
 PQ1222  USGS QUAD   -  COTTONWOOD (1962)
 PQ1222
 PQ1222                         *CURRENT SURVEY CONTROL
 PQ1222  ___________________________________________________________________
 PQ1222* NAD 83(1986)-  44 34 46.     (N)    095 42 03.     (W)     SCALED    
 PQ1222* NAVD 88     -       329.160  (meters)    1079.92   (feet)  ADJUSTED  
 PQ1222  ___________________________________________________________________
 PQ1222  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 PQ1222  DYNAMIC HT  -         329.110 (meters)    1079.76  (feet)  COMP
 PQ1222  MODELED GRAV-     980,457.2   (mgal)                       NAVD 88
 PQ1222
 PQ1222  VERT ORDER  -  FIRST     CLASS II
 PQ1222
 PQ1222.The horizontal coordinates were scaled from a topographic map and have
 PQ1222.an estimated accuracy of +/- 6 seconds.
 PQ1222
 PQ1222.The orthometric height was determined by differential leveling
 PQ1222.and adjusted by the National Geodetic Survey in June 1991..
 PQ1222
 PQ1222.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ1222;SPC MN S     -   276,900.      664,940.      MT  (+/- 180 meters Scaled)
 PQ1222
 PQ1222                          SUPERSEDED SURVEY CONTROL
 PQ1222
 PQ1222.No superseded survey control is available for this station.
 PQ1222
 PQ1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK855397(NAD 83)
 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 - August 11, 1990
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1223 ***********************************************************************
 PQ1223  DESIGNATION -  4203 AT
 PQ1223  PID         -  PQ1223
 PQ1223  STATE/COUNTY-  MN/LYON
 PQ1223  USGS QUAD   -  COTTONWOOD (1962)
 PQ1223
 PQ1223                         *CURRENT SURVEY CONTROL
 PQ1223  ___________________________________________________________________
 PQ1223* NAD 83(1996)-  44 35 13.59391(N)    095 41 27.89452(W)     ADJUSTED  
 PQ1223* NAVD 88     -       331.345  (meters)    1087.09   (feet)  ADJUSTED  
 PQ1223  ___________________________________________________________________
 PQ1223  X           -    -451,213.533 (meters)                     COMP
 PQ1223  Y           -  -4,527,707.502 (meters)                     COMP
 PQ1223  Z           -   4,455,000.823 (meters)                     COMP
 PQ1223  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 PQ1223  ELLIP HEIGHT-         304.33  (meters)          (10/29/04) GPS OBS
 PQ1223  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 PQ1223  DYNAMIC HT  -         331.296 (meters)    1086.93  (feet)  COMP
 PQ1223  MODELED GRAV-     980,461.0   (mgal)                       NAVD 88
 PQ1223
 PQ1223  HORZ ORDER  -  FIRST
 PQ1223  VERT ORDER  -  FIRST     CLASS II
 PQ1223  ELLP ORDER  -  FOURTH    CLASS I
 PQ1223
 PQ1223.The horizontal coordinates were established by GPS observations
 PQ1223.and adjusted by the MN DEPT OF TRANSP in October 2004..
 PQ1223
 PQ1223.The orthometric height was determined by differential leveling
 PQ1223.and adjusted by the National Geodetic Survey in June 1991..
 PQ1223
 PQ1223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1223
 PQ1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1223
 PQ1223.The ellipsoidal height was determined by GPS observations
 PQ1223.and is referenced to NAD 83.
 PQ1223
 PQ1223.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1223;SPC MN S     -   277,734.994   665,729.307   MT  0.99992315   -1 11 07.2
 PQ1223;UTM  15      - 4,940,608.097   286,382.593   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                          SUPERSEDED SURVEY CONTROL
 PQ1223
 PQ1223.No superseded survey control is available for this station.
 PQ1223
 PQ1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8638340608(NAD 83)
 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 - August 18, 2003
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1405 ***********************************************************************
 PQ1405  DESIGNATION -  4203 E
 PQ1405  PID         -  PQ1405
 PQ1405  STATE/COUNTY-  MN/LYON
 PQ1405  USGS QUAD   -  GREEN VALLEY (1967)
 PQ1405
 PQ1405                         *CURRENT SURVEY CONTROL
 PQ1405  ___________________________________________________________________
 PQ1405* NAD 83(1986)-  44 31 40.     (N)    095 45 22.     (W)     SCALED    
 PQ1405* NAVD 88     -       334.993  (meters)    1099.06   (feet)  ADJUSTED  
 PQ1405  ___________________________________________________________________
 PQ1405  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 PQ1405  DYNAMIC HT  -         334.938 (meters)    1098.88  (feet)  COMP
 PQ1405  MODELED GRAV-     980,443.5   (mgal)                       NAVD 88
 PQ1405
 PQ1405  VERT ORDER  -  SECOND    CLASS I
 PQ1405
 PQ1405.The horizontal coordinates were scaled from a topographic map and have
 PQ1405.an estimated accuracy of +/- 6 seconds.
 PQ1405
 PQ1405.The orthometric height was determined by differential leveling
 PQ1405.and adjusted by the National Geodetic Survey in June 1995..
 PQ1405
 PQ1405.The geoid height was determined by GEOID03.
 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     -   271,250.      660,430.      MT  (+/- 180 meters Scaled)
 PQ1405
 PQ1405                          SUPERSEDED SURVEY CONTROL
 PQ1405
 PQ1405.No superseded survey control is available for this station.
 PQ1405
 PQ1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK809341(NAD 83)
 PQ1405_MARKER: DB = BENCH MARK DISK
 PQ1405_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 PQ0457 ***********************************************************************
 PQ0457  DESIGNATION -  4203 Z
 PQ0457  PID         -  PQ0457
 PQ0457  STATE/COUNTY-  MN/LYON
 PQ0457  USGS QUAD   -  COTTONWOOD (1962)
 PQ0457
 PQ0457                         *CURRENT SURVEY CONTROL
 PQ0457  ___________________________________________________________________
 PQ0457* NAD 83(1986)-  44 36 36.     (N)    095 40 18.     (W)     SCALED    
 PQ0457* NAVD 88     -       326.533  (meters)    1071.30   (feet)  ADJUSTED  
 PQ0457  ___________________________________________________________________
 PQ0457  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 PQ0457  DYNAMIC HT  -         326.488 (meters)    1071.15  (feet)  COMP
 PQ0457  MODELED GRAV-     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
 PQ0457.and adjusted by the National Geodetic Survey in June 1991..
 PQ0457.WARNING-Repeat measurements at this control monument indicate possible
 PQ0457.vertical movement.
 PQ0457
 PQ0457.The geoid height was determined by GEOID03.
 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_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 - August 11, 1990
 PQ0457
 PQ0457  HISTORY     - Date     Condition        Report By
 PQ0457  HISTORY     - 1961     MONUMENTED       MNHD
 PQ0457  HISTORY     - 19900811 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1193 ***********************************************************************
 PQ1193  DESIGNATION -  4204 B
 PQ1193  PID         -  PQ1193
 PQ1193  STATE/COUNTY-  MN/LYON
 PQ1193  USGS QUAD   -  MARSHALL (1994)
 PQ1193
 PQ1193                         *CURRENT SURVEY CONTROL
 PQ1193  ___________________________________________________________________
 PQ1193* NAD 83(1986)-  44 26 34.     (N)    095 48 44.     (W)     SCALED    
 PQ1193* NAVD 88     -       359.528  (meters)    1179.55   (feet)  ADJUSTED  
 PQ1193  ___________________________________________________________________
 PQ1193  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 PQ1193  DYNAMIC HT  -         359.467 (meters)    1179.35  (feet)  COMP
 PQ1193  MODELED GRAV-     980,438.9   (mgal)                       NAVD 88
 PQ1193
 PQ1193  VERT ORDER  -  FIRST     CLASS II
 PQ1193
 PQ1193.The horizontal coordinates were scaled from a topographic map and have
 PQ1193.an estimated accuracy of +/- 6 seconds.
 PQ1193
 PQ1193.The orthometric height was determined by differential leveling
 PQ1193.and adjusted by the National Geodetic Survey in June 1991..
 PQ1193
 PQ1193.The geoid height was determined by GEOID03.
 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     -   261,910.      655,760.      MT  (+/- 180 meters Scaled)
 PQ1193
 PQ1193                          SUPERSEDED SURVEY CONTROL
 PQ1193
 PQ1193.No superseded survey control is available for this station.
 PQ1193
 PQ1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK762249(NAD 83)
 PQ1193_MARKER: DB = BENCH MARK DISK
 PQ1193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1193_SP_SET: WINGWALL
 PQ1193_STAMPING: 4204 B 19
 PQ1193_MARK LOGO: MNDT  
 PQ1193_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1193+STABILITY: SURFACE MOTION
 PQ1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1193+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1990
 PQ1193
 PQ1193  HISTORY     - Date     Condition        Report By
 PQ1193  HISTORY     - UNK      MONUMENTED       MNDT
 PQ1193  HISTORY     - 19900810 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1212 ***********************************************************************
 PQ1212  DESIGNATION -  4205 B
 PQ1212  PID         -  PQ1212
 PQ1212  STATE/COUNTY-  MN/LYON
 PQ1212  USGS QUAD   -  MARSHALL (1994)
 PQ1212
 PQ1212                         *CURRENT SURVEY CONTROL
 PQ1212  ___________________________________________________________________
 PQ1212* NAD 83(1996)-  44 27 03.57619(N)    095 45 23.85871(W)     ADJUSTED  
 PQ1212* NAVD 88     -       348.495  (meters)    1143.35   (feet)  ADJUSTED  
 PQ1212  ___________________________________________________________________
 PQ1212  X           -    -457,457.893 (meters)                     COMP
 PQ1212  Y           -  -4,537,752.816 (meters)                     COMP
 PQ1212  Z           -   4,444,227.591 (meters)                     COMP
 PQ1212  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 PQ1212  ELLIP HEIGHT-         321.54  (meters)          (09/28/98) GPS OBS
 PQ1212  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 PQ1212  DYNAMIC HT  -         348.437 (meters)    1143.16  (feet)  COMP
 PQ1212  MODELED GRAV-     980,442.8   (mgal)                       NAVD 88
 PQ1212
 PQ1212  HORZ ORDER  -  FIRST
 PQ1212  VERT ORDER  -  FIRST     CLASS II
 PQ1212  ELLP ORDER  -  THIRD     CLASS I
 PQ1212
 PQ1212.The horizontal coordinates were established by GPS observations
 PQ1212.and adjusted by the National Geodetic Survey in September 1998..
 PQ1212
 PQ1212.The orthometric height was determined by differential leveling
 PQ1212.and adjusted by the National Geodetic Survey in June 1991..
 PQ1212
 PQ1212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1212
 PQ1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1212
 PQ1212.The ellipsoidal height was determined by GPS observations
 PQ1212.and is referenced to NAD 83.
 PQ1212
 PQ1212.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1212;SPC MN S     -   262,723.875   660,200.826   MT  0.99992243   -1 13 52.6
 PQ1212;UTM  15      - 4,925,662.068   280,669.094   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 13.6
 PQ1212:UTM  15      -  AURI                                     010 18 13.4
 PQ1212
 PQ1212|---------------------------------------------------------------------|
 PQ1212| PID    Reference Object                     Distance      Geod. Az  |
 PQ1212|                                                           dddmmss.s |
 PQ1212| AH3645 AURI                                APPROX. 0.6 KM 0082221.0 |
 PQ1212| AJ8922 SWCOLL                              APPROX. 0.5 KM 0082419.6 |
 PQ1212|---------------------------------------------------------------------|
 PQ1212
 PQ1212                          SUPERSEDED SURVEY CONTROL
 PQ1212
 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_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 01, 1999
 PQ1212_ROD/PIPE-DEPTH:  4.6 meters
 PQ1212
 PQ1212  HISTORY     - Date     Condition        Report By
 PQ1212  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1212  HISTORY     - 19900810 GOOD             NGS
 PQ1212  HISTORY     - 19930329 GOOD             MNDT
 PQ1212  HISTORY     - 19981203 GOOD             MNDT
 PQ1212  HISTORY     - 19990401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1353 ***********************************************************************
 PQ1353  DESIGNATION -  4208 A
 PQ1353  PID         -  PQ1353
 PQ1353  STATE/COUNTY-  MN/LYON
 PQ1353  USGS QUAD   -  MARSHALL SE (1963)
 PQ1353
 PQ1353                         *CURRENT SURVEY CONTROL
 PQ1353  ___________________________________________________________________
 PQ1353* NAD 83(1986)-  44 15 16.     (N)    095 45 19.     (W)     SCALED    
 PQ1353* NAVD 88     -       448.699  (meters)    1472.11   (feet)  ADJUSTED  
 PQ1353  ___________________________________________________________________
 PQ1353  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 PQ1353  DYNAMIC HT  -         448.614 (meters)    1471.83  (feet)  COMP
 PQ1353  MODELED GRAV-     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
 PQ1353.and adjusted by the National Geodetic Survey in June 1995..
 PQ1353
 PQ1353.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1339 ***********************************************************************
 PQ1339  DESIGNATION -  4208 AA
 PQ1339  PID         -  PQ1339
 PQ1339  STATE/COUNTY-  MN/LYON
 PQ1339  USGS QUAD   -  MARSHALL (1994)
 PQ1339
 PQ1339                         *CURRENT SURVEY CONTROL
 PQ1339  ___________________________________________________________________
 PQ1339* NAD 83(1986)-  44 22 54.     (N)    095 45 20.     (W)     SCALED    
 PQ1339* NAVD 88     -       357.807  (meters)    1173.91   (feet)  ADJUSTED  
 PQ1339  ___________________________________________________________________
 PQ1339  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 PQ1339  DYNAMIC HT  -         357.746 (meters)    1173.70  (feet)  COMP
 PQ1339  MODELED GRAV-     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
 PQ1339.and adjusted by the National Geodetic Survey in June 1995..
 PQ1339
 PQ1339.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1338 ***********************************************************************
 PQ1338  DESIGNATION -  4208 AB
 PQ1338  PID         -  PQ1338
 PQ1338  STATE/COUNTY-  MN/LYON
 PQ1338  USGS QUAD   -  MARSHALL (1994)
 PQ1338
 PQ1338                         *CURRENT SURVEY CONTROL
 PQ1338  ___________________________________________________________________
 PQ1338* NAD 83(1986)-  44 23 32.     (N)    095 45 19.     (W)     SCALED    
 PQ1338* NAVD 88     -       354.196  (meters)    1162.06   (feet)  ADJUSTED  
 PQ1338  ___________________________________________________________________
 PQ1338  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 PQ1338  DYNAMIC HT  -         354.136 (meters)    1161.86  (feet)  COMP
 PQ1338  MODELED GRAV-     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
 PQ1338.and adjusted by the National Geodetic Survey in June 1995..
 PQ1338
 PQ1338.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1336 ***********************************************************************
 PQ1336  DESIGNATION -  4208 AC
 PQ1336  PID         -  PQ1336
 PQ1336  STATE/COUNTY-  MN/LYON
 PQ1336  USGS QUAD   -  MARSHALL (1994)
 PQ1336
 PQ1336                         *CURRENT SURVEY CONTROL
 PQ1336  ___________________________________________________________________
 PQ1336* NAD 83(1996)-  44 24 11.23558(N)    095 45 19.11170(W)     ADJUSTED  
 PQ1336* NAVD 88     -       350.113  (meters)    1148.66   (feet)  ADJUSTED  
 PQ1336  ___________________________________________________________________
 PQ1336  X           -    -457,727.016 (meters)                     COMP
 PQ1336  Y           -  -4,541,469.676 (meters)                     COMP
 PQ1336  Z           -   4,440,429.611 (meters)                     COMP
 PQ1336  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 PQ1336  ELLIP HEIGHT-         323.21  (meters)          (08/19/02) GPS OBS
 PQ1336  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 PQ1336  DYNAMIC HT  -         350.054 (meters)    1148.47  (feet)  COMP
 PQ1336  MODELED GRAV-     980,440.1   (mgal)                       NAVD 88
 PQ1336
 PQ1336  HORZ ORDER  -  FIRST
 PQ1336  VERT ORDER  -  SECOND    CLASS I
 PQ1336  ELLP ORDER  -  THIRD     CLASS II
 PQ1336
 PQ1336.The horizontal coordinates were established by GPS observations
 PQ1336.and adjusted by the MN DEPT OF TRANSP in August 2002..
 PQ1336
 PQ1336.The orthometric height was determined by differential leveling
 PQ1336.and adjusted by the National Geodetic Survey in June 1995..
 PQ1336
 PQ1336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1336
 PQ1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1336
 PQ1336.The ellipsoidal height was determined by GPS observations
 PQ1336.and is referenced to NAD 83.
 PQ1336
 PQ1336.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1336;SPC MN S     -   257,403.649   660,191.537   MT  0.99992351   -1 13 49.2
 PQ1336;UTM  15      - 4,920,340.921   280,594.869   MT  1.00019205   -1 55 43.2
 PQ1336
 PQ1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1336!SPC MN S     -   0.99994932  x   0.99992351  =   0.99987284
 PQ1336!UTM  15      -   0.99994932  x   1.00019205  =   1.00014136
 PQ1336
 PQ1336                          SUPERSEDED SURVEY CONTROL
 PQ1336
 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: 15TTK8059520341(NAD 83)
 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 - August 13, 2003
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1334 ***********************************************************************
 PQ1334  DESIGNATION -  4208 AD
 PQ1334  PID         -  PQ1334
 PQ1334  STATE/COUNTY-  MN/LYON
 PQ1334  USGS QUAD   -  MARSHALL (1994)
 PQ1334
 PQ1334                         *CURRENT SURVEY CONTROL
 PQ1334  ___________________________________________________________________
 PQ1334* NAD 83(1986)-  44 24 51.     (N)    095 45 28.     (W)     SCALED    
 PQ1334* NAVD 88     -       354.307  (meters)    1162.42   (feet)  ADJUSTED  
 PQ1334  ___________________________________________________________________
 PQ1334  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 PQ1334  DYNAMIC HT  -         354.248 (meters)    1162.23  (feet)  COMP
 PQ1334  MODELED GRAV-     980,440.6   (mgal)                       NAVD 88
 PQ1334
 PQ1334  VERT ORDER  -  SECOND    CLASS I
 PQ1334
 PQ1334.The horizontal coordinates were scaled from a topographic map and have
 PQ1334.an estimated accuracy of +/- 6 seconds.
 PQ1334
 PQ1334.The orthometric height was determined by differential leveling
 PQ1334.and adjusted by the National Geodetic Survey in June 1995..
 PQ1334
 PQ1334.The geoid height was determined by GEOID03.
 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     -   258,640.      660,020.      MT  (+/- 180 meters Scaled)
 PQ1334
 PQ1334                          SUPERSEDED SURVEY CONTROL
 PQ1334
 PQ1334.No superseded survey control is available for this station.
 PQ1334
 PQ1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK804215(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1333 ***********************************************************************
 PQ1333  DESIGNATION -  4208 AE
 PQ1333  PID         -  PQ1333
 PQ1333  STATE/COUNTY-  MN/LYON
 PQ1333  USGS QUAD   -  MARSHALL (1994)
 PQ1333
 PQ1333                         *CURRENT SURVEY CONTROL
 PQ1333  ___________________________________________________________________
 PQ1333* NAD 83(1986)-  44 25 24.     (N)    095 45 55.     (W)     SCALED    
 PQ1333* NAVD 88     -       352.807  (meters)    1157.50   (feet)  ADJUSTED  
 PQ1333  ___________________________________________________________________
 PQ1333  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 PQ1333  DYNAMIC HT  -         352.748 (meters)    1157.31  (feet)  COMP
 PQ1333  MODELED GRAV-     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
 PQ1333.and adjusted by the National Geodetic Survey in June 1995..
 PQ1333
 PQ1333.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1332 ***********************************************************************
 PQ1332  DESIGNATION -  4208 AF
 PQ1332  PID         -  PQ1332
 PQ1332  STATE/COUNTY-  MN/LYON
 PQ1332  USGS QUAD   -  MARSHALL (1994)
 PQ1332
 PQ1332                         *CURRENT SURVEY CONTROL
 PQ1332  ___________________________________________________________________
 PQ1332* NAD 83(1986)-  44 26 06.     (N)    095 46 21.     (W)     SCALED    
 PQ1332* NAVD 88     -       353.199  (meters)    1158.79   (feet)  ADJUSTED  
 PQ1332  ___________________________________________________________________
 PQ1332  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 PQ1332  DYNAMIC HT  -         353.140 (meters)    1158.59  (feet)  COMP
 PQ1332  MODELED GRAV-     980,440.9   (mgal)                       NAVD 88
 PQ1332
 PQ1332  VERT ORDER  -  SECOND    CLASS I
 PQ1332
 PQ1332.The horizontal coordinates were scaled from a topographic map and have
 PQ1332.an estimated accuracy of +/- 6 seconds.
 PQ1332
 PQ1332.The orthometric height was determined by differential leveling
 PQ1332.and adjusted by the National Geodetic Survey in June 1995..
 PQ1332
 PQ1332.The geoid height was determined by GEOID03.
 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     -   260,970.      658,900.      MT  (+/- 180 meters Scaled)
 PQ1332
 PQ1332                          SUPERSEDED SURVEY CONTROL
 PQ1332
 PQ1332.No superseded survey control is available for this station.
 PQ1332
 PQ1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK793239(NAD 83)
 PQ1332_MARKER: DV = VERTICAL CONTROL DISK
 PQ1332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PQ1332_SP_SET: CONCRETE BASE OF SIGN
 PQ1332_STAMPING: 4208 AF 1987
 PQ1332_MARK LOGO: MNDT  
 PQ1332_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1332
 PQ1332  HISTORY     - Date     Condition        Report By
 PQ1332  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1208 ***********************************************************************
 PQ1208  DESIGNATION -  4208 AG
 PQ1208  PID         -  PQ1208
 PQ1208  STATE/COUNTY-  MN/LYON
 PQ1208  USGS QUAD   -  MARSHALL (1994)
 PQ1208
 PQ1208                         *CURRENT SURVEY CONTROL
 PQ1208  ___________________________________________________________________
 PQ1208* NAD 83(1986)-  44 26 46.     (N)    095 47 16.     (W)     SCALED    
 PQ1208* NAVD 88     -       355.032  (meters)    1164.80   (feet)  ADJUSTED  
 PQ1208  ___________________________________________________________________
 PQ1208  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 PQ1208  DYNAMIC HT  -         354.972 (meters)    1164.60  (feet)  COMP
 PQ1208  MODELED GRAV-     980,440.8   (mgal)                       NAVD 88
 PQ1208
 PQ1208  VERT ORDER  -  FIRST     CLASS II
 PQ1208
 PQ1208.The horizontal coordinates were scaled from a topographic map and have
 PQ1208.an estimated accuracy of +/- 6 seconds.
 PQ1208
 PQ1208.The orthometric height was determined by differential leveling
 PQ1208.and adjusted by the National Geodetic Survey in June 1991..
 PQ1208
 PQ1208.The geoid height was determined by GEOID03.
 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     -   262,240.      657,710.      MT  (+/- 180 meters Scaled)
 PQ1208
 PQ1208                          SUPERSEDED SURVEY CONTROL
 PQ1208
 PQ1208.No superseded survey control is available for this station.
 PQ1208
 PQ1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK781252(NAD 83)
 PQ1208_MARKER: DB = BENCH MARK DISK
 PQ1208_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1208_SP_SET: ABUTMENT
 PQ1208_STAMPING: 4208 AG 1987 1929 ADJ.
 PQ1208_MARK LOGO: MNDT  
 PQ1208_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1208+STABILITY: SURFACE MOTION
 PQ1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1208+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1990
 PQ1208
 PQ1208  HISTORY     - Date     Condition        Report By
 PQ1208  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1208  HISTORY     - 19900810 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1342 ***********************************************************************
 PQ1342  DESIGNATION -  4208 D
 PQ1342  PID         -  PQ1342
 PQ1342  STATE/COUNTY-  MN/LYON
 PQ1342  USGS QUAD   -  MARSHALL SE (1963)
 PQ1342
 PQ1342                         *CURRENT SURVEY CONTROL
 PQ1342  ___________________________________________________________________
 PQ1342* NAD 83(1986)-  44 21 16.     (N)    095 45 21.     (W)     SCALED    
 PQ1342* NAVD 88     -       383.676  (meters)    1258.78   (feet)  ADJUSTED  
 PQ1342  ___________________________________________________________________
 PQ1342  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 PQ1342  DYNAMIC HT  -         383.610 (meters)    1258.56  (feet)  COMP
 PQ1342  MODELED GRAV-     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
 PQ1342.and adjusted by the National Geodetic Survey in June 1995..
 PQ1342
 PQ1342.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1348 ***********************************************************************
 PQ1348  DESIGNATION -  4208 D 1
 PQ1348  PID         -  PQ1348
 PQ1348  STATE/COUNTY-  MN/LYON
 PQ1348  USGS QUAD   -  MARSHALL SE (1963)
 PQ1348
 PQ1348                         *CURRENT SURVEY CONTROL
 PQ1348  ___________________________________________________________________
 PQ1348* NAD 83(1986)-  44 17 53.     (N)    095 45 17.     (W)     SCALED    
 PQ1348* NAVD 88     -       439.894  (meters)    1443.22   (feet)  ADJUSTED  
 PQ1348  ___________________________________________________________________
 PQ1348  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 PQ1348  DYNAMIC HT  -         439.814 (meters)    1442.96  (feet)  COMP
 PQ1348  MODELED GRAV-     980,423.7   (mgal)                       NAVD 88
 PQ1348
 PQ1348  VERT ORDER  -  SECOND    CLASS I
 PQ1348
 PQ1348.The horizontal coordinates were scaled from a topographic map and have
 PQ1348.an estimated accuracy of +/- 6 seconds.
 PQ1348
 PQ1348.The orthometric height was determined by differential leveling
 PQ1348.and adjusted by the National Geodetic Survey in June 1995..
 PQ1348
 PQ1348.The geoid height was determined by GEOID03.
 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     -   245,730.      659,990.      MT  (+/- 180 meters Scaled)
 PQ1348
 PQ1348                          SUPERSEDED SURVEY CONTROL
 PQ1348
 PQ1348.No superseded survey control is available for this station.
 PQ1348
 PQ1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK802086(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1340 ***********************************************************************
 PQ1340  DESIGNATION -  4208 E
 PQ1340  PID         -  PQ1340
 PQ1340  STATE/COUNTY-  MN/LYON
 PQ1340  USGS QUAD   -  MARSHALL SE (1963)
 PQ1340
 PQ1340                         *CURRENT SURVEY CONTROL
 PQ1340  ___________________________________________________________________
 PQ1340* NAD 83(1986)-  44 22 16.     (N)    095 45 22.     (W)     SCALED    
 PQ1340* NAVD 88     -       371.490  (meters)    1218.80   (feet)  ADJUSTED  
 PQ1340  ___________________________________________________________________
 PQ1340  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 PQ1340  DYNAMIC HT  -         371.427 (meters)    1218.59  (feet)  COMP
 PQ1340  MODELED GRAV-     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
 PQ1340.and adjusted by the National Geodetic Survey in June 1995..
 PQ1340
 PQ1340.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1359 ***********************************************************************
 PQ1359  DESIGNATION -  4208 M
 PQ1359  PID         -  PQ1359
 PQ1359  STATE/COUNTY-  MN/LYON
 PQ1359  USGS QUAD   -  BALATON (1967)
 PQ1359
 PQ1359                         *CURRENT SURVEY CONTROL
 PQ1359  ___________________________________________________________________
 PQ1359* NAD 83(1986)-  44 11 47.     (N)    095 45 17.     (W)     SCALED    
 PQ1359* NAVD 88     -       471.500  (meters)    1546.91   (feet)  ADJUSTED  
 PQ1359  ___________________________________________________________________
 PQ1359  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 PQ1359  DYNAMIC HT  -         471.407 (meters)    1546.61  (feet)  COMP
 PQ1359  MODELED GRAV-     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
 PQ1359.and adjusted by the National Geodetic Survey in June 1995..
 PQ1359
 PQ1359.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1358 ***********************************************************************
 PQ1358  DESIGNATION -  4208 N
 PQ1358  PID         -  PQ1358
 PQ1358  STATE/COUNTY-  MN/LYON
 PQ1358  USGS QUAD   -  BALATON (1967)
 PQ1358
 PQ1358                         *CURRENT SURVEY CONTROL
 PQ1358  ___________________________________________________________________
 PQ1358* NAD 83(1986)-  44 12 25.     (N)    095 45 15.     (W)     SCALED    
 PQ1358* NAVD 88     -       471.344  (meters)    1546.40   (feet)  ADJUSTED  
 PQ1358  ___________________________________________________________________
 PQ1358  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 PQ1358  DYNAMIC HT  -         471.251 (meters)    1546.10  (feet)  COMP
 PQ1358  MODELED GRAV-     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
 PQ1358.and adjusted by the National Geodetic Survey in June 1995..
 PQ1358
 PQ1358.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1357 ***********************************************************************
 PQ1357  DESIGNATION -  4208 P
 PQ1357  PID         -  PQ1357
 PQ1357  STATE/COUNTY-  MN/LYON
 PQ1357  USGS QUAD   -  BALATON (1967)
 PQ1357
 PQ1357                         *CURRENT SURVEY CONTROL
 PQ1357  ___________________________________________________________________
 PQ1357* NAD 83(1986)-  44 13 03.     (N)    095 45 19.     (W)     SCALED    
 PQ1357* NAVD 88     -       467.066  (meters)    1532.37   (feet)  ADJUSTED  
 PQ1357  ___________________________________________________________________
 PQ1357  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 PQ1357  DYNAMIC HT  -         466.975 (meters)    1532.07  (feet)  COMP
 PQ1357  MODELED GRAV-     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
 PQ1357.and adjusted by the National Geodetic Survey in June 1995..
 PQ1357
 PQ1357.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1356 ***********************************************************************
 PQ1356  DESIGNATION -  4208 Q
 PQ1356  PID         -  PQ1356
 PQ1356  STATE/COUNTY-  MN/LYON
 PQ1356  USGS QUAD   -  BALATON (1967)
 PQ1356
 PQ1356                         *CURRENT SURVEY CONTROL
 PQ1356  ___________________________________________________________________
 PQ1356* NAD 83(1996)-  44 13 30.38317(N)    095 45 20.13452(W)     ADJUSTED  
 PQ1356* NAVD 88     -       462.283  (meters)    1516.67   (feet)  ADJUSTED  
 PQ1356  ___________________________________________________________________
 PQ1356  X           -    -459,143.488 (meters)                     COMP
 PQ1356  Y           -  -4,555,297.212 (meters)                     COMP
 PQ1356  Z           -   4,426,353.818 (meters)                     COMP
 PQ1356  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 PQ1356  ELLIP HEIGHT-         435.63  (meters)          (05/15/02) GPS OBS
 PQ1356  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 PQ1356  DYNAMIC HT  -         462.194 (meters)    1516.38  (feet)  COMP
 PQ1356  MODELED GRAV-     980,409.9   (mgal)                       NAVD 88
 PQ1356
 PQ1356  HORZ ORDER  -  FIRST
 PQ1356  VERT ORDER  -  SECOND    CLASS I
 PQ1356  ELLP ORDER  -  THIRD     CLASS I
 PQ1356
 PQ1356.The horizontal coordinates were established by GPS observations
 PQ1356.and adjusted by the MN DEPT OF TRANSP in May 2002..
 PQ1356
 PQ1356.The orthometric height was determined by differential leveling
 PQ1356.and adjusted by the National Geodetic Survey in June 1995..
 PQ1356
 PQ1356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1356
 PQ1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1356
 PQ1356.The ellipsoidal height was determined by GPS observations
 PQ1356.and is referenced to NAD 83.
 PQ1356
 PQ1356.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1356;SPC MN S     -   237,629.437   659,744.143   MT  0.99993361   -1 13 50.0
 PQ1356;UTM  15      - 4,900,568.331   279,907.380   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  =   0.99986531
 PQ1356!UTM  15      -   0.99993170  x   1.00019579  =   1.00012747
 PQ1356
 PQ1356                          SUPERSEDED SURVEY CONTROL
 PQ1356
 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_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 - March 28, 1998
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1354 ***********************************************************************
 PQ1354  DESIGNATION -  4208 R
 PQ1354  PID         -  PQ1354
 PQ1354  STATE/COUNTY-  MN/LYON
 PQ1354  USGS QUAD   -  BALATON (1967)
 PQ1354
 PQ1354                         *CURRENT SURVEY CONTROL
 PQ1354  ___________________________________________________________________
 PQ1354* NAD 83(1986)-  44 14 49.     (N)    095 45 17.     (W)     SCALED    
 PQ1354* NAVD 88     -       458.476  (meters)    1504.18   (feet)  ADJUSTED  
 PQ1354  ___________________________________________________________________
 PQ1354  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 PQ1354  DYNAMIC HT  -         458.389 (meters)    1503.90  (feet)  COMP
 PQ1354  MODELED GRAV-     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
 PQ1354.and adjusted by the National Geodetic Survey in June 1995..
 PQ1354
 PQ1354.The geoid height was determined by GEOID03.
 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     -   240,050.      659,870.      MT  (+/- 180 meters Scaled)
 PQ1354
 PQ1354                          SUPERSEDED SURVEY CONTROL
 PQ1354
 PQ1354.No superseded survey control is available for this station.
 PQ1354
 PQ1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK800029(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1354
 PQ1354  HISTORY     - Date     Condition        Report By
 PQ1354  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1352 ***********************************************************************
 PQ1352  DESIGNATION -  4208 S
 PQ1352  PID         -  PQ1352
 PQ1352  STATE/COUNTY-  MN/LYON
 PQ1352  USGS QUAD   -  MARSHALL SE (1963)
 PQ1352
 PQ1352                         *CURRENT SURVEY CONTROL
 PQ1352  ___________________________________________________________________
 PQ1352* NAD 83(1986)-  44 15 39.     (N)    095 45 19.     (W)     SCALED    
 PQ1352* NAVD 88     -       449.781  (meters)    1475.66   (feet)  ADJUSTED  
 PQ1352  ___________________________________________________________________
 PQ1352  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 PQ1352  DYNAMIC HT  -         449.697 (meters)    1475.38  (feet)  COMP
 PQ1352  MODELED GRAV-     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
 PQ1352.and adjusted by the National Geodetic Survey in June 1995..
 PQ1352
 PQ1352.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1351 ***********************************************************************
 PQ1351  DESIGNATION -  4208 T
 PQ1351  PID         -  PQ1351
 PQ1351  STATE/COUNTY-  MN/LYON
 PQ1351  USGS QUAD   -  MARSHALL SE (1963)
 PQ1351
 PQ1351                         *CURRENT SURVEY CONTROL
 PQ1351  ___________________________________________________________________
 PQ1351* NAD 83(1986)-  44 16 08.     (N)    095 45 15.     (W)     SCALED    
 PQ1351* NAVD 88     -       430.440  (meters)    1412.20   (feet)  ADJUSTED  
 PQ1351  ___________________________________________________________________
 PQ1351  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 PQ1351  DYNAMIC HT  -         430.359 (meters)    1411.94  (feet)  COMP
 PQ1351  MODELED GRAV-     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
 PQ1351.and adjusted by the National Geodetic Survey in June 1995..
 PQ1351
 PQ1351.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1349 ***********************************************************************
 PQ1349  DESIGNATION -  4208 U
 PQ1349  PID         -  PQ1349
 PQ1349  STATE/COUNTY-  MN/LYON
 PQ1349  USGS QUAD   -  MARSHALL SE (1963)
 PQ1349
 PQ1349                         *CURRENT SURVEY CONTROL
 PQ1349  ___________________________________________________________________
 PQ1349* NAD 83(1986)-  44 17 23.     (N)    095 45 17.     (W)     SCALED    
 PQ1349* NAVD 88     -       446.129  (meters)    1463.67   (feet)  ADJUSTED  
 PQ1349  ___________________________________________________________________
 PQ1349  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 PQ1349  DYNAMIC HT  -         446.048 (meters)    1463.41  (feet)  COMP
 PQ1349  MODELED GRAV-     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
 PQ1349.and adjusted by the National Geodetic Survey in June 1995..
 PQ1349
 PQ1349.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1347 ***********************************************************************
 PQ1347  DESIGNATION -  4208 V
 PQ1347  PID         -  PQ1347
 PQ1347  STATE/COUNTY-  MN/LYON
 PQ1347  USGS QUAD   -  MARSHALL SE (1963)
 PQ1347
 PQ1347                         *CURRENT SURVEY CONTROL
 PQ1347  ___________________________________________________________________
 PQ1347* NAD 83(1986)-  44 18 18.     (N)    095 45 20.     (W)     SCALED    
 PQ1347* NAVD 88     -       427.570  (meters)    1402.79   (feet)  ADJUSTED  
 PQ1347  ___________________________________________________________________
 PQ1347  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 PQ1347  DYNAMIC HT  -         427.493 (meters)    1402.53  (feet)  COMP
 PQ1347  MODELED GRAV-     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
 PQ1347.and adjusted by the National Geodetic Survey in June 1995..
 PQ1347
 PQ1347.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1344 ***********************************************************************
 PQ1344  DESIGNATION -  4208 X
 PQ1344  PID         -  PQ1344
 PQ1344  STATE/COUNTY-  MN/LYON
 PQ1344  USGS QUAD   -  MARSHALL SE (1963)
 PQ1344
 PQ1344                         *CURRENT SURVEY CONTROL
 PQ1344  ___________________________________________________________________
 PQ1344* NAD 83(1996)-  44 20 01.71966(N)    095 45 18.45259(W)     ADJUSTED  
 PQ1344* NAVD 88     -       402.789  (meters)    1321.48   (feet)  ADJUSTED  
 PQ1344  ___________________________________________________________________
 PQ1344  X           -    -458,256.365 (meters)                     COMP
 PQ1344  Y           -  -4,546,867.384 (meters)                     COMP
 PQ1344  Z           -   4,434,960.608 (meters)                     COMP
 PQ1344  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 PQ1344  ELLIP HEIGHT-         375.99  (meters)          (08/19/02) GPS OBS
 PQ1344  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 PQ1344  DYNAMIC HT  -         402.718 (meters)    1321.25  (feet)  COMP
 PQ1344  MODELED GRAV-     980,430.8   (mgal)                       NAVD 88
 PQ1344
 PQ1344  HORZ ORDER  -  FIRST
 PQ1344  VERT ORDER  -  SECOND    CLASS I
 PQ1344  ELLP ORDER  -  THIRD     CLASS II
 PQ1344
 PQ1344.The horizontal coordinates were established by GPS observations
 PQ1344.and adjusted by the MN DEPT OF TRANSP in August 2002..
 PQ1344
 PQ1344.The orthometric height was determined by differential leveling
 PQ1344.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PQ1344
 PQ1344.The ellipsoidal height was determined by GPS observations
 PQ1344.and is referenced to NAD 83.
 PQ1344
 PQ1344.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1344;SPC MN S     -   249,704.005   660,040.777   MT  0.99992630   -1 13 48.8
 PQ1344;UTM  15      - 4,912,641.618   280,350.374   MT  1.00019338   -1 55 34.1
 PQ1344
 PQ1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1344!SPC MN S     -   0.99994105  x   0.99992630  =   0.99986735
 PQ1344!UTM  15      -   0.99994105  x   1.00019338  =   1.00013442
 PQ1344
 PQ1344                          SUPERSEDED SURVEY CONTROL
 PQ1344
 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: 15TTK8035012642(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1343 ***********************************************************************
 PQ1343  DESIGNATION -  4208 Y
 PQ1343  PID         -  PQ1343
 PQ1343  STATE/COUNTY-  MN/LYON
 PQ1343  USGS QUAD   -  MARSHALL SE (1963)
 PQ1343
 PQ1343                         *CURRENT SURVEY CONTROL
 PQ1343  ___________________________________________________________________
 PQ1343* NAD 83(1986)-  44 20 41.     (N)    095 45 18.     (W)     SCALED    
 PQ1343* NAVD 88     -       391.277  (meters)    1283.71   (feet)  ADJUSTED  
 PQ1343  ___________________________________________________________________
 PQ1343  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 PQ1343  DYNAMIC HT  -         391.209 (meters)    1283.49  (feet)  COMP
 PQ1343  MODELED GRAV-     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
 PQ1343.and adjusted by the National Geodetic Survey in June 1995..
 PQ1343
 PQ1343.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1341 ***********************************************************************
 PQ1341  DESIGNATION -  4208 Z
 PQ1341  PID         -  PQ1341
 PQ1341  STATE/COUNTY-  MN/LYON
 PQ1341  USGS QUAD   -  MARSHALL SE (1963)
 PQ1341
 PQ1341                         *CURRENT SURVEY CONTROL
 PQ1341  ___________________________________________________________________
 PQ1341* NAD 83(1986)-  44 21 42.     (N)    095 45 19.     (W)     SCALED    
 PQ1341* NAVD 88     -       376.240  (meters)    1234.38   (feet)  ADJUSTED  
 PQ1341  ___________________________________________________________________
 PQ1341  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 PQ1341  DYNAMIC HT  -         376.176 (meters)    1234.17  (feet)  COMP
 PQ1341  MODELED GRAV-     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
 PQ1341.and adjusted by the National Geodetic Survey in June 1995..
 PQ1341
 PQ1341.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1382 ***********************************************************************
 PQ1382  DESIGNATION -  4210 F
 PQ1382  PID         -  PQ1382
 PQ1382  STATE/COUNTY-  MN/LYON
 PQ1382  USGS QUAD   -  MARSHALL (1994)
 PQ1382
 PQ1382                         *CURRENT SURVEY CONTROL
 PQ1382  ___________________________________________________________________
 PQ1382* NAD 83(1986)-  44 29 37.     (N)    095 51 27.     (W)     SCALED    
 PQ1382* NAVD 88     -       353.447  (meters)    1159.60   (feet)  ADJUSTED  
 PQ1382  ___________________________________________________________________
 PQ1382  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 PQ1382  DYNAMIC HT  -         353.388 (meters)    1159.41  (feet)  COMP
 PQ1382  MODELED GRAV-     980,442.2   (mgal)                       NAVD 88
 PQ1382
 PQ1382  VERT ORDER  -  SECOND    CLASS I
 PQ1382
 PQ1382.The horizontal coordinates were scaled from a topographic map and have
 PQ1382.an estimated accuracy of +/- 6 seconds.
 PQ1382
 PQ1382.The orthometric height was determined by differential leveling
 PQ1382.and adjusted by the National Geodetic Survey in June 1995..
 PQ1382
 PQ1382.The geoid height was determined by GEOID03.
 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     -   267,640.      652,280.      MT  (+/- 180 meters Scaled)
 PQ1382
 PQ1382                          SUPERSEDED SURVEY CONTROL
 PQ1382
 PQ1382.No superseded survey control is available for this station.
 PQ1382
 PQ1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK728306(NAD 83)
 PQ1382_MARKER: DB = BENCH MARK DISK
 PQ1382_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 PQ1380 ***********************************************************************
 PQ1380  DESIGNATION -  4210 G
 PQ1380  PID         -  PQ1380
 PQ1380  STATE/COUNTY-  MN/LYON
 PQ1380  USGS QUAD   -  MARSHALL (1994)
 PQ1380
 PQ1380                         *CURRENT SURVEY CONTROL
 PQ1380  ___________________________________________________________________
 PQ1380* NAD 83(1986)-  44 28 43.     (N)    095 50 07.     (W)     SCALED    
 PQ1380* NAVD 88     -       353.969  (meters)    1161.31   (feet)  ADJUSTED  
 PQ1380  ___________________________________________________________________
 PQ1380  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 PQ1380  DYNAMIC HT  -         353.910 (meters)    1161.12  (feet)  COMP
 PQ1380  MODELED GRAV-     980,441.4   (mgal)                       NAVD 88
 PQ1380
 PQ1380  VERT ORDER  -  SECOND    CLASS I
 PQ1380
 PQ1380.The horizontal coordinates were scaled from a topographic map and have
 PQ1380.an estimated accuracy of +/- 6 seconds.
 PQ1380
 PQ1380.The orthometric height was determined by differential leveling
 PQ1380.and adjusted by the National Geodetic Survey in June 1995..
 PQ1380
 PQ1380.The geoid height was determined by GEOID03.
 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     -   265,930.      654,010.      MT  (+/- 180 meters Scaled)
 PQ1380
 PQ1380                          SUPERSEDED SURVEY CONTROL
 PQ1380
 PQ1380.No superseded survey control is available for this station.
 PQ1380
 PQ1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK745289(NAD 83)
 PQ1380_MARKER: DB = BENCH MARK DISK
 PQ1380_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1380_SP_SET: CONCRETE BOX CULVERT WINGWALL
 PQ1380_STAMPING: 4210 G 1987
 PQ1380_MARK LOGO: MNDT  
 PQ1380_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1380+STABILITY: SURFACE MOTION
 PQ1380
 PQ1380  HISTORY     - Date     Condition        Report By
 PQ1380  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1379 ***********************************************************************
 PQ1379  DESIGNATION -  4210 H
 PQ1379  PID         -  PQ1379
 PQ1379  STATE/COUNTY-  MN/LYON
 PQ1379  USGS QUAD   -  MARSHALL (1994)
 PQ1379
 PQ1379                         *CURRENT SURVEY CONTROL
 PQ1379  ___________________________________________________________________
 PQ1379* NAD 83(1986)-  44 28 24.     (N)    095 49 41.     (W)     SCALED    
 PQ1379* NAVD 88     -       353.288  (meters)    1159.08   (feet)  ADJUSTED  
 PQ1379  ___________________________________________________________________
 PQ1379  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 PQ1379  DYNAMIC HT  -         353.229 (meters)    1158.89  (feet)  COMP
 PQ1379  MODELED GRAV-     980,441.2   (mgal)                       NAVD 88
 PQ1379
 PQ1379  VERT ORDER  -  SECOND    CLASS I
 PQ1379
 PQ1379.The horizontal coordinates were scaled from a topographic map and have
 PQ1379.an estimated accuracy of +/- 6 seconds.
 PQ1379
 PQ1379.The orthometric height was determined by differential leveling
 PQ1379.and adjusted by the National Geodetic Survey in June 1995..
 PQ1379
 PQ1379.The geoid height was determined by GEOID03.
 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     -   265,330.      654,570.      MT  (+/- 180 meters Scaled)
 PQ1379
 PQ1379                          SUPERSEDED SURVEY CONTROL
 PQ1379
 PQ1379.No superseded survey control is available for this station.
 PQ1379
 PQ1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK750283(NAD 83)
 PQ1379_MARKER: DB = BENCH MARK DISK
 PQ1379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1379_SP_SET: CONCRETE BOX CULVERT HEADWALL
 PQ1379_STAMPING: 4210 H 1987
 PQ1379_MARK LOGO: MNDT  
 PQ1379_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1379+STABILITY: SURFACE MOTION
 PQ1379
 PQ1379  HISTORY     - Date     Condition        Report By
 PQ1379  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1377 ***********************************************************************
 PQ1377  DESIGNATION -  4210 J
 PQ1377  PID         -  PQ1377
 PQ1377  STATE/COUNTY-  MN/LYON
 PQ1377  USGS QUAD   -  MARSHALL (1994)
 PQ1377
 PQ1377                         *CURRENT SURVEY CONTROL
 PQ1377  ___________________________________________________________________
 PQ1377* NAD 83(1986)-  44 27 30.     (N)    095 48 24.     (W)     SCALED    
 PQ1377* NAVD 88     -       354.693  (meters)    1163.69   (feet)  ADJUSTED  
 PQ1377  ___________________________________________________________________
 PQ1377  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 PQ1377  DYNAMIC HT  -         354.633 (meters)    1163.49  (feet)  COMP
 PQ1377  MODELED GRAV-     980,440.7   (mgal)                       NAVD 88
 PQ1377
 PQ1377  VERT ORDER  -  SECOND    CLASS I
 PQ1377
 PQ1377.The horizontal coordinates were scaled from a topographic map and have
 PQ1377.an estimated accuracy of +/- 6 seconds.
 PQ1377
 PQ1377.The orthometric height was determined by differential leveling
 PQ1377.and adjusted by the National Geodetic Survey in June 1995..
 PQ1377
 PQ1377.The geoid height was determined by GEOID03.
 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     -   263,630.      656,240.      MT  (+/- 180 meters Scaled)
 PQ1377
 PQ1377                          SUPERSEDED SURVEY CONTROL
 PQ1377
 PQ1377.No superseded survey control is available for this station.
 PQ1377
 PQ1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK767266(NAD 83)
 PQ1377_MARKER: DB = BENCH MARK DISK
 PQ1377_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PQ1377_SP_SET: BRIDGE HEADWALL
 PQ1377_STAMPING: 4210 J 1987
 PQ1377_MARK LOGO: MNDT  
 PQ1377_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1377
 PQ1377  HISTORY     - Date     Condition        Report By
 PQ1377  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1381 ***********************************************************************
 PQ1381  DESIGNATION -  4210 K
 PQ1381  PID         -  PQ1381
 PQ1381  STATE/COUNTY-  MN/LYON
 PQ1381  USGS QUAD   -  MARSHALL (1994)
 PQ1381
 PQ1381                         *CURRENT SURVEY CONTROL
 PQ1381  ___________________________________________________________________
 PQ1381* NAD 83(1986)-  44 29 13.     (N)    095 50 46.     (W)     SCALED    
 PQ1381* NAVD 88     -       354.622  (meters)    1163.46   (feet)  ADJUSTED  
 PQ1381  ___________________________________________________________________
 PQ1381  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 PQ1381  DYNAMIC HT  -         354.563 (meters)    1163.26  (feet)  COMP
 PQ1381  MODELED GRAV-     980,441.9   (mgal)                       NAVD 88
 PQ1381
 PQ1381  VERT ORDER  -  SECOND    CLASS I
 PQ1381
 PQ1381.The horizontal coordinates were scaled from a topographic map and have
 PQ1381.an estimated accuracy of +/- 6 seconds.
 PQ1381
 PQ1381.The orthometric height was determined by differential leveling
 PQ1381.and adjusted by the National Geodetic Survey in June 1995..
 PQ1381
 PQ1381.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ1381;SPC MN S     -   266,870.      653,170.      MT  (+/- 180 meters Scaled)
 PQ1381
 PQ1381                          SUPERSEDED SURVEY CONTROL
 PQ1381
 PQ1381.No superseded survey control is available for this station.
 PQ1381
 PQ1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK736298(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1381
 PQ1381  HISTORY     - Date     Condition        Report By
 PQ1381  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1378 ***********************************************************************
 PQ1378  DESIGNATION -  4210 L
 PQ1378  PID         -  PQ1378
 PQ1378  STATE/COUNTY-  MN/LYON
 PQ1378  USGS QUAD   -  MARSHALL (1994)
 PQ1378
 PQ1378                         *CURRENT SURVEY CONTROL
 PQ1378  ___________________________________________________________________
 PQ1378* NAD 83(1986)-  44 27 59.     (N)    095 49 03.     (W)     SCALED    
 PQ1378* NAVD 88     -       354.841  (meters)    1164.17   (feet)  ADJUSTED  
 PQ1378  ___________________________________________________________________
 PQ1378  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 PQ1378  DYNAMIC HT  -         354.781 (meters)    1163.98  (feet)  COMP
 PQ1378  MODELED GRAV-     980,441.0   (mgal)                       NAVD 88
 PQ1378
 PQ1378  VERT ORDER  -  SECOND    CLASS I
 PQ1378
 PQ1378.The horizontal coordinates were scaled from a topographic map and have
 PQ1378.an estimated accuracy of +/- 6 seconds.
 PQ1378
 PQ1378.The orthometric height was determined by differential leveling
 PQ1378.and adjusted by the National Geodetic Survey in June 1995..
 PQ1378
 PQ1378.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ1378;SPC MN S     -   264,540.      655,400.      MT  (+/- 180 meters Scaled)
 PQ1378
 PQ1378                          SUPERSEDED SURVEY CONTROL
 PQ1378
 PQ1378.No superseded survey control is available for this station.
 PQ1378
 PQ1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK758275(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1378
 PQ1378  HISTORY     - Date     Condition        Report By
 PQ1378  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1376 ***********************************************************************
 PQ1376  DESIGNATION -  4210 M
 PQ1376  PID         -  PQ1376
 PQ1376  STATE/COUNTY-  MN/LYON
 PQ1376  USGS QUAD   -  MARSHALL (1994)
 PQ1376
 PQ1376                         *CURRENT SURVEY CONTROL
 PQ1376  ___________________________________________________________________
 PQ1376* NAD 83(1986)-  44 27 08.     (N)    095 47 44.     (W)     SCALED    
 PQ1376* NAVD 88     -       355.317  (meters)    1165.74   (feet)  ADJUSTED  
 PQ1376  ___________________________________________________________________
 PQ1376  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 PQ1376  DYNAMIC HT  -         355.257 (meters)    1165.54  (feet)  COMP
 PQ1376  MODELED GRAV-     980,440.8   (mgal)                       NAVD 88
 PQ1376
 PQ1376  VERT ORDER  -  SECOND    CLASS I
 PQ1376
 PQ1376.The horizontal coordinates were scaled from a topographic map and have
 PQ1376.an estimated accuracy of +/- 6 seconds.
 PQ1376
 PQ1376.The orthometric height was determined by differential leveling
 PQ1376.and adjusted by the National Geodetic Survey in June 1995..
 PQ1376
 PQ1376.The geoid height was determined by GEOID03.
 PQ1376
 PQ1376.The dynamic height is computed by dividing the NAVD 88
 PQ1376.geopotential number by the normal gravity value computed on the
 PQ1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1376.degrees latitude (g = 980.6199 gals.).
 PQ1376
 PQ1376.The modeled gravity was interpolated from observed gravity values.
 PQ1376
 PQ1376;                    North         East    Units  Estimated Accuracy
 PQ1376;SPC MN S     -   262,930.      657,110.      MT  (+/- 180 meters Scaled)
 PQ1376
 PQ1376                          SUPERSEDED SURVEY CONTROL
 PQ1376
 PQ1376.No superseded survey control is available for this station.
 PQ1376
 PQ1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK775259(NAD 83)
 PQ1376_MARKER: DV = VERTICAL CONTROL DISK
 PQ1376_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PQ1376+WITH SETTING: PAVEMENT
 PQ1376_SP_SET: RAILROAD SIGNAL FOOTING
 PQ1376_STAMPING: 4210 M 1987
 PQ1376_MARK LOGO: MNDT  
 PQ1376_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1376+STABILITY: SURFACE MOTION
 PQ1376
 PQ1376  HISTORY     - Date     Condition        Report By
 PQ1376  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1376
 PQ1376                          STATION DESCRIPTION
 PQ1376
 PQ1376'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1376'THE MARK IS LOCATED IN THE TOWN OF MARSHALL, IN THE NW 1/4 OF SECTION
 PQ1376'4, T111N, R41W, IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF
 PQ1376'TRUNK HIGHWAY 59 AND 68 AND THE BURLINGTON NORTHERN RAILROAD, 0.05 MI
 PQ1376'(0.08 KM) SOUTHEAST ALONG TRUNK HIGHWAY 59 AND 68 FROM ITS JUNCTION
 PQ1376'WITH TRUNK HIGHWAY 59 AND 68 NEAR THE NORTHWEST EDGE OF MARSHALL.
 PQ1376'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1376'STAMPED---4210 M 1987---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF
 PQ1376'THE CENTER OF THE SOUTHCONCRETE BASE FOR A RAILROAD SIGNAL. THE MARK
 PQ1376'IS 33.0 FT (10.1 M) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 27.6
 PQ1376'FT (8.4 M) EAST-NORTHEAST OF THE EAST RAIL OF THE MAIN LINE TRACK OF
 PQ1376'THE RAILROAD, ABOUT 200 FT (61.0 M) SOUTH OF THE BURLINGTON NORTHERN
 PQ1376'RAILROAD STATION, 47.1 FT (14.4 M) WEST-NORTHWEST OF A LIGHT
 PQ1376'STANDARD, 39.8 FT (12.1 M) WEST-SOUTHWEST OF A TELEGRAPH POLE, AND
 PQ1376'ABOUT 0.5 FT (15.2 CM) ABOVE THE LEVEL OF THE HIGHWAY AT MILEPOINT
 PQ1376'38.65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5933 ***********************************************************************
 DF5933  DESIGNATION -  43
 DF5933  PID         -  DF5933
 DF5933  STATE/COUNTY-  MN/PINE
 DF5933  USGS QUAD   -  CLOVERDALE (1981)
 DF5933
 DF5933                         *CURRENT SURVEY CONTROL
 DF5933  ___________________________________________________________________
 DF5933* NAD 83(1996)-  46 06 49.69605(N)    092 37 35.63036(W)     ADJUSTED  
 DF5933* NAVD 88     -       324.7    (meters)    1065.     (feet)  GPS OBS   
 DF5933  ___________________________________________________________________
 DF5933  X           -    -202,983.133 (meters)                     COMP
 DF5933  Y           -  -4,424,765.144 (meters)                     COMP
 DF5933  Z           -   4,574,240.430 (meters)                     COMP
 DF5933  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 DF5933  ELLIP HEIGHT-         297.97  (meters)          (05/27/03) GPS OBS
 DF5933  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DF5933
 DF5933  HORZ ORDER  -  FIRST
 DF5933  ELLP ORDER  -  THIRD     CLASS I
 DF5933
 DF5933.The horizontal coordinates were established by GPS observations
 DF5933.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5933
 DF5933.The orthometric height was determined by GPS observations and a
 DF5933.high-resolution geoid model.
 DF5933
 DF5933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5933
 DF5933.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5933
 DF5933.The ellipsoidal height was determined by GPS observations
 DF5933.and is referenced to NAD 83.
 DF5933
 DF5933.The geoid height was determined by GEOID03.
 DF5933
 DF5933;                    North         East     Units Scale Factor Converg.
 DF5933;SPC MN C     -   225,080.794   925,480.995   MT  0.99992943   +1 10 27.7
 DF5933;UTM  15      - 5,106,759.851   528,856.667   MT  0.99961024   +0 16 08.9
 DF5933
 DF5933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5933!SPC MN C     -   0.99995329  x   0.99992943  =   0.99988272
 DF5933!UTM  15      -   0.99995329  x   0.99961024  =   0.99956355
 DF5933
 DF5933                          SUPERSEDED SURVEY CONTROL
 DF5933
 DF5933.No superseded survey control is available for this station.
 DF5933
 DF5933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2885706760(NAD 83)
 DF5933_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5933_STAMPING: NO 43
 DF5933_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5933+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5933
 DF5933  HISTORY     - Date     Condition        Report By
 DF5933  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9904 ***********************************************************************
 AH9904  DESIGNATION -  43 DWE
 AH9904  PID         -  AH9904
 AH9904  STATE/COUNTY-  MN/NORMAN
 AH9904  USGS QUAD   -  TWIN VALLEY (1965)
 AH9904
 AH9904                         *CURRENT SURVEY CONTROL
 AH9904  ___________________________________________________________________
 AH9904* NAD 83(1986)-  47 20 24.     (N)    096 15 29.     (W)     SCALED    
 AH9904* NAVD 88     -       330.765  (meters)    1085.18   (feet)  ADJUSTED  
 AH9904  ___________________________________________________________________
 AH9904  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AH9904  DYNAMIC HT  -         330.809 (meters)    1085.33  (feet)  COMP
 AH9904  MODELED GRAV-     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
 AH9904.and adjusted by the National Geodetic Survey in June 2004..
 AH9904.No vertical observational check was made to the station.
 AH9904
 AH9904.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PP2370 ***********************************************************************
 PP2370  DESIGNATION -  43 GJS
 PP2370  PID         -  PP2370
 PP2370  STATE/COUNTY-  MN/GOODHUE
 PP2370  USGS QUAD   -  CONCORD (1980)
 PP2370
 PP2370                         *CURRENT SURVEY CONTROL
 PP2370  ___________________________________________________________________
 PP2370* NAD 83(1996)-  44 14 23.26926(N)    092 47 28.62504(W)     ADJUSTED  
 PP2370* NAVD 88     -       382.3    (meters)    1254.     (feet)  VERTCON   
 PP2370  ___________________________________________________________________
 PP2370  LAPLACE CORR-          -7.71  (seconds)                    DEFLEC99
 PP2370  GEOID HEIGHT-         -29.52  (meters)                     GEOID03
 PP2370
 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.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.The vertical order pertains to the NGVD 29 superseded value.
 PP2370
 PP2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2370
 PP2370.The geoid height was determined by GEOID03.
 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;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     -   0.99994469  x   0.99993242  =   0.99987711
 PP2370!UTM  15      -   0.99994469  x   0.99960342  =   0.99954813
 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_MARKER: DB = BENCH MARK DISK
 PP2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2370
 PP2370  HISTORY     - Date     Condition        Report By
 PP2370  HISTORY     - 1964     MONUMENTED       USGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6560 ***********************************************************************
 DF6560  DESIGNATION -  43 GJS
 DF6560  PID         -  DF6560
 DF6560  STATE/COUNTY-  MN/NICOLLET
 DF6560  USGS QUAD   -  COURTLAND (1964)
 DF6560
 DF6560                         *CURRENT SURVEY CONTROL
 DF6560  ___________________________________________________________________
 DF6560* NAD 83(1996)-  44 20 50.02949(N)    094 15 59.38030(W)     ADJUSTED  
 DF6560* NAVD 88     -       306.5    (meters)    1006.     (feet)  GPS OBS   
 DF6560  ___________________________________________________________________
 DF6560  X           -    -339,897.761 (meters)                     COMP
 DF6560  Y           -  -4,556,128.777 (meters)                     COMP
 DF6560  Z           -   4,435,958.992 (meters)                     COMP
 DF6560  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 DF6560  ELLIP HEIGHT-         278.50  (meters)          (07/31/03) GPS OBS
 DF6560  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DF6560
 DF6560  HORZ ORDER  -  FIRST
 DF6560  ELLP ORDER  -  THIRD     CLASS II
 DF6560
 DF6560.The horizontal coordinates were established by GPS observations
 DF6560.and adjusted by the MN DEPT OF TRANSP in July 2003..
 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 DEFLEC99 derived deflections.
 DF6560
 DF6560.The ellipsoidal height was determined by GPS observations
 DF6560.and is referenced to NAD 83.
 DF6560
 DF6560.The geoid height was determined by GEOID03.
 DF6560
 DF6560;                    North         East     Units Scale Factor Converg.
 DF6560;SPC MN S     -   249,727.066   778,752.157   MT  0.99992565   -0 11 12.5
 DF6560;UTM  15      - 4,911,220.067   399,053.785   MT  0.99972532   -0 53 07.3
 DF6560
 DF6560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6560!SPC MN S     -   0.99995633  x   0.99992565  =   0.99988199
 DF6560!UTM  15      -   0.99995633  x   0.99972532  =   0.99968167
 DF6560
 DF6560                          SUPERSEDED SURVEY CONTROL
 DF6560
 DF6560.No superseded survey control is available for this station.
 DF6560
 DF6560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9905411220(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1312 ***********************************************************************
 PQ1312  DESIGNATION -  43 JMK
 PQ1312  PID         -  PQ1312
 PQ1312  STATE/COUNTY-  MN/COTTONWOOD
 PQ1312  USGS QUAD   -  SANBORN SE (1967)
 PQ1312
 PQ1312                         *CURRENT SURVEY CONTROL
 PQ1312  ___________________________________________________________________
 PQ1312* NAD 83(1986)-  44 05 38.     (N)    095 05 57.     (W)     SCALED    
 PQ1312* NAVD 88     -       407.361  (meters)    1336.48   (feet)  ADJUSTED  
 PQ1312  ___________________________________________________________________
 PQ1312  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 PQ1312  DYNAMIC HT  -         407.285 (meters)    1336.23  (feet)  COMP
 PQ1312  MODELED GRAV-     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
 PQ1312.and adjusted by the National Geodetic Survey in June 1995..
 PQ1312
 PQ1312.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG7848 ***********************************************************************
 DG7848  DESIGNATION -  43 KED
 DG7848  PID         -  DG7848
 DG7848  STATE/COUNTY-  MN/STEARNS
 DG7848  USGS QUAD   -  KIMBALL (1967)
 DG7848
 DG7848                         *CURRENT SURVEY CONTROL
 DG7848  ___________________________________________________________________
 DG7848* NAD 83(1986)-  45 18 38.     (N)    094 21 45.     (W)     SCALED    
 DG7848* NAVD 88     -       369.695  (meters)    1212.91   (feet)  ADJUSTED  
 DG7848  ___________________________________________________________________
 DG7848  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DG7848  DYNAMIC HT  -         369.672 (meters)    1212.83  (feet)  COMP
 DG7848  MODELED GRAV-     980,541.4   (mgal)                       NAVD 88
 DG7848
 DG7848  VERT ORDER  -  SECOND    CLASS I
 DG7848
 DG7848.The horizontal coordinates were scaled from a topographic map and have
 DG7848.an estimated accuracy of +/- 6 seconds.
 DG7848
 DG7848.The orthometric height was determined by differential leveling
 DG7848.and adjusted by the National Geodetic Survey in December 2004..
 DG7848
 DG7848.The geoid height was determined by GEOID03.
 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     -   134,520.      791,180.      MT  (+/- 180 meters Scaled)
 DG7848
 DG7848                          SUPERSEDED SURVEY CONTROL
 DG7848
 DG7848.No superseded survey control is available for this station.
 DG7848
 DG7848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL931183(NAD 83)
 DG7848_MARKER: DB = BENCH MARK 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: MNHD  
 DG7848_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7848+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 DG7848
 DG7848  HISTORY     - Date     Condition        Report By
 DG7848  HISTORY     - 1965     MONUMENTED       USGS
 DG7848  HISTORY     - 19960430 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0403 ***********************************************************************
 DI0403  DESIGNATION -  43 LNB
 DI0403  PID         -  DI0403
 DI0403  STATE/COUNTY-  MN/OTTER TAIL
 DI0403  USGS QUAD   -  SEBEKA NW (1969)
 DI0403
 DI0403                         *CURRENT SURVEY CONTROL
 DI0403  ___________________________________________________________________
 DI0403* NAD 83(1986)-  46 37 48.     (N)    095 12 20.     (W)     SCALED    
 DI0403* NAVD 88     -       442.458  (meters)    1451.63   (feet)  ADJUSTED  
 DI0403  ___________________________________________________________________
 DI0403  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DI0403  DYNAMIC HT  -         442.471 (meters)    1451.67  (feet)  COMP
 DI0403  MODELED GRAV-     980,628.6   (mgal)                       NAVD 88
 DI0403
 DI0403  VERT ORDER  -  SECOND    CLASS I
 DI0403
 DI0403.The horizontal coordinates were scaled from a topographic map and have
 DI0403.an estimated accuracy of +/- 6 seconds.
 DI0403
 DI0403.The orthometric height was determined by differential leveling
 DI0403.and adjusted by the National Geodetic Survey in September 2006..
 DI0403.No vertical observational check was made to the station.
 DI0403
 DI0403.Photographs are available for this station.
 DI0403
 DI0403.The geoid height was determined by GEOID03.
 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     -   281,610.      726,830.      MT  (+/- 180 meters Scaled)
 DI0403
 DI0403                          SUPERSEDED SURVEY CONTROL
 DI0403
 DI0403.No superseded survey control is available for this station.
 DI0403
 DI0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM311664(NAD 83)
 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 = OCTOBER  6, 2006
 DG5787 ***********************************************************************
 DG5787  DESIGNATION -  43 SEM
 DG5787  PID         -  DG5787
 DG5787  STATE/COUNTY-  MN/AITKIN
 DG5787  USGS QUAD   -  LIBBY (1980)
 DG5787
 DG5787                         *CURRENT SURVEY CONTROL
 DG5787  ___________________________________________________________________
 DG5787* NAD 83(1986)-  46 50 07.     (N)    093 20 10.     (W)     SCALED    
 DG5787* NAVD 88     -       386.097  (meters)    1266.72   (feet)  ADJUSTED  
 DG5787  ___________________________________________________________________
 DG5787  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DG5787  DYNAMIC HT  -         386.123 (meters)    1266.81  (feet)  COMP
 DG5787  MODELED GRAV-     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
 DG5787.and adjusted by the National Geodetic Survey in December 2004..
 DG5787
 DG5787.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0072 ***********************************************************************
 PQ0072  DESIGNATION -  4302 B
 PQ0072  PID         -  PQ0072
 PQ0072  STATE/COUNTY-  MN/MCLEOD
 PQ0072  USGS QUAD   -  WINSTED (1982)
 PQ0072
 PQ0072                         *CURRENT SURVEY CONTROL
 PQ0072  ___________________________________________________________________
 PQ0072* NAD 83(1986)-  44 54 23.     (N)    094 02 48.     (W)     SCALED    
 PQ0072* NAVD 88     -       304.070  (meters)     997.60   (feet)  ADJUSTED  
 PQ0072  ___________________________________________________________________
 PQ0072  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 PQ0072  DYNAMIC HT  -         304.042 (meters)     997.51  (feet)  COMP
 PQ0072  MODELED GRAV-     980,516.9   (mgal)                       NAVD 88
 PQ0072
 PQ0072  VERT ORDER  -  SECOND    CLASS I
 PQ0072
 PQ0072.The horizontal coordinates were scaled from a topographic map and have
 PQ0072.an estimated accuracy of +/- 6 seconds.
 PQ0072
 PQ0072.The orthometric height was determined by differential leveling
 PQ0072.and adjusted by the National Geodetic Survey in June 1991..
 PQ0072
 PQ0072.The geoid height was determined by GEOID03.
 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     -   311,830.      796,320.      MT  (+/- 180 meters Scaled)
 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: 15TVK173730(NAD 83)
 PQ0072_MARKER: DB = BENCH MARK DISK
 PQ0072_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ0072_SP_SET: BOX CULVERT HEADWALL
 PQ0072_STAMPING: 4302 B 1972
 PQ0072_MARK LOGO: MNHD  
 PQ0072_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0072+STABILITY: SURFACE MOTION
 PQ0072
 PQ0072  HISTORY     - Date     Condition        Report By
 PQ0072  HISTORY     - 1972     MONUMENTED       MNHD
 PQ0072  HISTORY     - 1989     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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0070 ***********************************************************************
 PQ0070  DESIGNATION -  4302 C
 PQ0070  PID         -  PQ0070
 PQ0070  STATE/COUNTY-  MN/MCLEOD
 PQ0070  USGS QUAD   -  WINSTED (1982)
 PQ0070
 PQ0070                         *CURRENT SURVEY CONTROL
 PQ0070  ___________________________________________________________________
 PQ0070* NAD 83(1986)-  44 54 23.     (N)    094 01 08.     (W)     SCALED    
 PQ0070* NAVD 88     -       292.083  (meters)     958.28   (feet)  ADJUSTED  
 PQ0070  ___________________________________________________________________
 PQ0070  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 PQ0070  DYNAMIC HT  -         292.057 (meters)     958.19  (feet)  COMP
 PQ0070  MODELED GRAV-     980,519.6   (mgal)                       NAVD 88
 PQ0070
 PQ0070  VERT ORDER  -  SECOND    CLASS I
 PQ0070
 PQ0070.The horizontal coordinates were scaled from a topographic map and have
 PQ0070.an estimated accuracy of +/- 6 seconds.
 PQ0070
 PQ0070.The orthometric height was determined by differential leveling
 PQ0070.and adjusted by the National Geodetic Survey in February 2005..
 PQ0070
 PQ0070.The geoid height was determined by GEOID03.
 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     -   311,820.      798,510.      MT  (+/- 180 meters Scaled)
 PQ0070
 PQ0070                          SUPERSEDED SURVEY CONTROL
 PQ0070
 PQ0070  NAVD 88 (06/15/91)  292.136  (m)          958.45   (f) UNKNOWN     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: 15TVK195730(NAD 83)
 PQ0070_MARKER: DB = BENCH MARK DISK
 PQ0070_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ0070_SP_SET: BOX CULVERT HEADWALL
 PQ0070_STAMPING: 4302 C 1972
 PQ0070_MARK LOGO: MNHD  
 PQ0070_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0070+STABILITY: SURFACE MOTION
 PQ0070
 PQ0070  HISTORY     - Date     Condition        Report By
 PQ0070  HISTORY     - 1972     MONUMENTED       MNHD
 PQ0070  HISTORY     - 1989     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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1169 ***********************************************************************
 PQ1169  DESIGNATION -  4302 D
 PQ1169  PID         -  PQ1169
 PQ1169  STATE/COUNTY-  MN/MCLEOD
 PQ1169  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1169
 PQ1169                         *CURRENT SURVEY CONTROL
 PQ1169  ___________________________________________________________________
 PQ1169* NAD 83(1996)-  44 53 46.54013(N)    094 19 33.10358(W)     ADJUSTED  
 PQ1169* NAVD 88     -       324.218  (meters)    1063.71   (feet)  ADJUSTED  
 PQ1169  ___________________________________________________________________
 PQ1169  X           -    -341,386.780 (meters)                     COMP
 PQ1169  Y           -  -4,513,052.168 (meters)                     COMP
 PQ1169  Z           -   4,479,398.643 (meters)                     COMP
 PQ1169  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 PQ1169  ELLIP HEIGHT-         296.88  (meters)          (06/18/03) GPS OBS
 PQ1169  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 PQ1169  DYNAMIC HT  -         324.188 (meters)    1063.61  (feet)  COMP
 PQ1169  MODELED GRAV-     980,515.1   (mgal)                       NAVD 88
 PQ1169
 PQ1169  HORZ ORDER  -  FIRST
 PQ1169  VERT ORDER  -  SECOND    CLASS I
 PQ1169  ELLP ORDER  -  THIRD     CLASS I
 PQ1169
 PQ1169.The horizontal coordinates were established by GPS observations
 PQ1169.and adjusted by the MN DEPT OF TRANSP in June 2003..
 PQ1169
 PQ1169.The orthometric height was determined by differential leveling
 PQ1169.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PQ1169
 PQ1169.The ellipsoidal height was determined by GPS observations
 PQ1169.and is referenced to NAD 83.
 PQ1169
 PQ1169.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1169;SPC MN S     -   310,750.046   774,261.948   MT  0.99994575   -0 13 42.3
 PQ1169;UTM  15      - 4,972,281.448   395,313.341   MT  0.99973476   -0 56 09.3
 PQ1169
 PQ1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1169!SPC MN S     -   0.99995345  x   0.99994575  =   0.99989921
 PQ1169!UTM  15      -   0.99995345  x   0.99973476  =   0.99968823
 PQ1169
 PQ1169                          SUPERSEDED SURVEY CONTROL
 PQ1169
 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_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 = OCTOBER  6, 2006
 DG9119 ***********************************************************************
 DG9119  DESIGNATION -  4302 E
 DG9119  PID         -  DG9119
 DG9119  STATE/COUNTY-  MN/MCLEOD
 DG9119  USGS QUAD   -  HUTCHINSON EAST (1994)
 DG9119
 DG9119                         *CURRENT SURVEY CONTROL
 DG9119  ___________________________________________________________________
 DG9119* NAD 83(1986)-  44 53 33.     (N)    094 18 15.     (W)     SCALED    
 DG9119* NAVD 88     -       325.824  (meters)    1068.97   (feet)  ADJUSTED  
 DG9119  ___________________________________________________________________
 DG9119  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DG9119  DYNAMIC HT  -         325.793 (meters)    1068.87  (feet)  COMP
 DG9119  MODELED GRAV-     980,513.9   (mgal)                       NAVD 88
 DG9119
 DG9119  VERT ORDER  -  SECOND    CLASS I
 DG9119
 DG9119.The horizontal coordinates were scaled from a topographic map and have
 DG9119.an estimated accuracy of +/- 6 seconds.
 DG9119
 DG9119.The orthometric height was determined by differential leveling
 DG9119.and adjusted by the National Geodetic Survey in February 2005..
 DG9119
 DG9119.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DG9119;SPC MN S     -   310,330.      775,970.      MT  (+/- 180 meters Scaled)
 DG9119
 DG9119                          SUPERSEDED SURVEY CONTROL
 DG9119
 DG9119.No superseded survey control is available for this station.
 DG9119
 DG9119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK970718(NAD 83)
 DG9119_MARKER: DV = VERTICAL CONTROL DISK
 DG9119_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9119_STAMPING: 4302 E 1989
 DG9119_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9119
 DG9119  HISTORY     - Date     Condition        Report By
 DG9119  HISTORY     - 1989     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9120 ***********************************************************************
 DG9120  DESIGNATION -  4302 F
 DG9120  PID         -  DG9120
 DG9120  STATE/COUNTY-  MN/MCLEOD
 DG9120  USGS QUAD   -  HUTCHINSON EAST (1994)
 DG9120
 DG9120                         *CURRENT SURVEY CONTROL
 DG9120  ___________________________________________________________________
 DG9120* NAD 83(1986)-  44 53 44.     (N)    094 17 22.     (W)     SCALED    
 DG9120* NAVD 88     -       324.893  (meters)    1065.92   (feet)  ADJUSTED  
 DG9120  ___________________________________________________________________
 DG9120  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DG9120  DYNAMIC HT  -         324.863 (meters)    1065.82  (feet)  COMP
 DG9120  MODELED GRAV-     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
 DG9120.and adjusted by the National Geodetic Survey in February 2005..
 DG9120
 DG9120.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG9121 ***********************************************************************
 DG9121  DESIGNATION -  4302 G
 DG9121  PID         -  DG9121
 DG9121  STATE/COUNTY-  MN/MCLEOD
 DG9121  USGS QUAD   -  HUTCHINSON EAST (1994)
 DG9121
 DG9121                         *CURRENT SURVEY CONTROL
 DG9121  ___________________________________________________________________
 DG9121* NAD 83(1986)-  44 53 31.     (N)    094 16 24.     (W)     SCALED    
 DG9121* NAVD 88     -       326.034  (meters)    1069.66   (feet)  ADJUSTED  
 DG9121  ___________________________________________________________________
 DG9121  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DG9121  DYNAMIC HT  -         326.003 (meters)    1069.56  (feet)  COMP
 DG9121  MODELED GRAV-     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
 DG9121.and adjusted by the National Geodetic Survey in February 2005..
 DG9121
 DG9121.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG9123 ***********************************************************************
 DG9123  DESIGNATION -  4302 H
 DG9123  PID         -  DG9123
 DG9123  STATE/COUNTY-  MN/MCLEOD
 DG9123  USGS QUAD   -  SILVER LAKE (1982)
 DG9123
 DG9123                         *CURRENT SURVEY CONTROL
 DG9123  ___________________________________________________________________
 DG9123* NAD 83(1986)-  44 53 33.     (N)    094 14 36.     (W)     SCALED    
 DG9123* NAVD 88     -       322.295  (meters)    1057.40   (feet)  ADJUSTED  
 DG9123  ___________________________________________________________________
 DG9123  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DG9123  DYNAMIC HT  -         322.264 (meters)    1057.29  (feet)  COMP
 DG9123  MODELED GRAV-     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
 DG9123.and adjusted by the National Geodetic Survey in February 2005..
 DG9123
 DG9123.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG9146 ***********************************************************************
 DG9146  DESIGNATION -  4302 J
 DG9146  PID         -  DG9146
 DG9146  STATE/COUNTY-  MN/MCLEOD
 DG9146  USGS QUAD   -  SILVER LAKE (1982)
 DG9146
 DG9146                         *CURRENT SURVEY CONTROL
 DG9146  ___________________________________________________________________
 DG9146* NAD 83(1986)-  44 53 47.     (N)    094 13 18.     (W)     SCALED    
 DG9146* NAVD 88     -       320.469  (meters)    1051.41   (feet)  ADJUSTED  
 DG9146  ___________________________________________________________________
 DG9146  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DG9146  DYNAMIC HT  -         320.438 (meters)    1051.30  (feet)  COMP
 DG9146  MODELED GRAV-     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
 DG9146.and adjusted by the National Geodetic Survey in February 2005..
 DG9146
 DG9146.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG9126 ***********************************************************************
 DG9126  DESIGNATION -  4302 K
 DG9126  PID         -  DG9126
 DG9126  STATE/COUNTY-  MN/MCLEOD
 DG9126  USGS QUAD   -  SILVER LAKE (1982)
 DG9126
 DG9126                         *CURRENT SURVEY CONTROL
 DG9126  ___________________________________________________________________
 DG9126* NAD 83(1986)-  44 54 11.     (N)    094 12 43.     (W)     SCALED    
 DG9126* NAVD 88     -       317.858  (meters)    1042.84   (feet)  ADJUSTED  
 DG9126  ___________________________________________________________________
 DG9126  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DG9126  DYNAMIC HT  -         317.828 (meters)    1042.74  (feet)  COMP
 DG9126  MODELED GRAV-     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
 DG9126.and adjusted by the National Geodetic Survey in February 2005..
 DG9126
 DG9126.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG9127 ***********************************************************************
 DG9127  DESIGNATION -  4302 L
 DG9127  PID         -  DG9127
 DG9127  STATE/COUNTY-  MN/MCLEOD
 DG9127  USGS QUAD   -  SILVER LAKE (1982)
 DG9127
 DG9127                         *CURRENT SURVEY CONTROL
 DG9127  ___________________________________________________________________
 DG9127* NAD 83(1986)-  44 54 10.     (N)    094 11 56.     (W)     SCALED    
 DG9127* NAVD 88     -       325.555  (meters)    1068.09   (feet)  ADJUSTED  
 DG9127  ___________________________________________________________________
 DG9127  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DG9127  DYNAMIC HT  -         325.523 (meters)    1067.99  (feet)  COMP
 DG9127  MODELED GRAV-     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
 DG9127.and adjusted by the National Geodetic Survey in February 2005..
 DG9127
 DG9127.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG9128 ***********************************************************************
 DG9128  DESIGNATION -  4302 M
 DG9128  PID         -  DG9128
 DG9128  STATE/COUNTY-  MN/MCLEOD
 DG9128  USGS QUAD   -  SILVER LAKE (1982)
 DG9128
 DG9128                         *CURRENT SURVEY CONTROL
 DG9128  ___________________________________________________________________
 DG9128* NAD 83(1986)-  44 54 26.     (N)    094 11 41.     (W)     SCALED    
 DG9128* NAVD 88     -       320.270  (meters)    1050.75   (feet)  ADJUSTED  
 DG9128  ___________________________________________________________________
 DG9128  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DG9128  DYNAMIC HT  -         320.239 (meters)    1050.65  (feet)  COMP
 DG9128  MODELED GRAV-     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
 DG9128.and adjusted by the National Geodetic Survey in February 2005..
 DG9128
 DG9128.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG9131 ***********************************************************************
 DG9131  DESIGNATION -  4302 N
 DG9131  PID         -  DG9131
 DG9131  STATE/COUNTY-  MN/MCLEOD
 DG9131  USGS QUAD   -  SILVER LAKE (1982)
 DG9131
 DG9131                         *CURRENT SURVEY CONTROL
 DG9131  ___________________________________________________________________
 DG9131* NAD 83(1986)-  44 54 26.     (N)    094 10 10.     (W)     SCALED    
 DG9131* NAVD 88     -       313.549  (meters)    1028.70   (feet)  ADJUSTED  
 DG9131  ___________________________________________________________________
 DG9131  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DG9131  DYNAMIC HT  -         313.518 (meters)    1028.60  (feet)  COMP
 DG9131  MODELED GRAV-     980,511.4   (mgal)                       NAVD 88
 DG9131
 DG9131  VERT ORDER  -  SECOND    CLASS I
 DG9131
 DG9131.The horizontal coordinates were scaled from a topographic map and have
 DG9131.an estimated accuracy of +/- 6 seconds.
 DG9131
 DG9131.The orthometric height was determined by differential leveling
 DG9131.and adjusted by the National Geodetic Survey in February 2005..
 DG9131
 DG9131.The geoid height was determined by GEOID03.
 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     -   311,930.      786,620.      MT  (+/- 180 meters Scaled)
 DG9131
 DG9131                          SUPERSEDED SURVEY CONTROL
 DG9131
 DG9131.No superseded survey control is available for this station.
 DG9131
 DG9131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK076733(NAD 83)
 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 = OCTOBER  6, 2006
 DG9132 ***********************************************************************
 DG9132  DESIGNATION -  4302 P
 DG9132  PID         -  DG9132
 DG9132  STATE/COUNTY-  MN/MCLEOD
 DG9132  USGS QUAD   -  SILVER LAKE (1982)
 DG9132
 DG9132                         *CURRENT SURVEY CONTROL
 DG9132  ___________________________________________________________________
 DG9132* NAD 83(1986)-  44 54 26.     (N)    094 09 03.     (W)     SCALED    
 DG9132* NAVD 88     -       317.798  (meters)    1042.64   (feet)  ADJUSTED  
 DG9132  ___________________________________________________________________
 DG9132  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DG9132  DYNAMIC HT  -         317.767 (meters)    1042.54  (feet)  COMP
 DG9132  MODELED GRAV-     980,511.4   (mgal)                       NAVD 88
 DG9132
 DG9132  VERT ORDER  -  SECOND    CLASS I
 DG9132
 DG9132.The horizontal coordinates were scaled from a topographic map and have
 DG9132.an estimated accuracy of +/- 6 seconds.
 DG9132
 DG9132.The orthometric height was determined by differential leveling
 DG9132.and adjusted by the National Geodetic Survey in February 2005..
 DG9132
 DG9132.The geoid height was determined by GEOID03.
 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     -   311,930.      788,090.      MT  (+/- 180 meters Scaled)
 DG9132
 DG9132                          SUPERSEDED SURVEY CONTROL
 DG9132
 DG9132.No superseded survey control is available for this station.
 DG9132
 DG9132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK091732(NAD 83)
 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 = OCTOBER  6, 2006
 DG9135 ***********************************************************************
 DG9135  DESIGNATION -  4302 Q
 DG9135  PID         -  DG9135
 DG9135  STATE/COUNTY-  MN/MCLEOD
 DG9135  USGS QUAD   -  WINSTED (1982)
 DG9135
 DG9135                         *CURRENT SURVEY CONTROL
 DG9135  ___________________________________________________________________
 DG9135* NAD 83(1986)-  44 54 23.     (N)    094 07 10.     (W)     SCALED    
 DG9135* NAVD 88     -       314.290  (meters)    1031.13   (feet)  ADJUSTED  
 DG9135  ___________________________________________________________________
 DG9135  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DG9135  DYNAMIC HT  -         314.260 (meters)    1031.03  (feet)  COMP
 DG9135  MODELED GRAV-     980,512.1   (mgal)                       NAVD 88
 DG9135
 DG9135  VERT ORDER  -  SECOND    CLASS I
 DG9135
 DG9135.The horizontal coordinates were scaled from a topographic map and have
 DG9135.an estimated accuracy of +/- 6 seconds.
 DG9135
 DG9135.The orthometric height was determined by differential leveling
 DG9135.and adjusted by the National Geodetic Survey in February 2005..
 DG9135
 DG9135.The geoid height was determined by GEOID03.
 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     -   311,830.      790,570.      MT  (+/- 180 meters Scaled)
 DG9135
 DG9135                          SUPERSEDED SURVEY CONTROL
 DG9135
 DG9135.No superseded survey control is available for this station.
 DG9135
 DG9135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK116731(NAD 83)
 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 = OCTOBER  6, 2006
 DG9136 ***********************************************************************
 DG9136  DESIGNATION -  4302 R
 DG9136  PID         -  DG9136
 DG9136  STATE/COUNTY-  MN/MCLEOD
 DG9136  USGS QUAD   -  WINSTED (1982)
 DG9136
 DG9136                         *CURRENT SURVEY CONTROL
 DG9136  ___________________________________________________________________
 DG9136* NAD 83(1986)-  44 54 23.     (N)    094 06 29.     (W)     SCALED    
 DG9136* NAVD 88     -       314.852  (meters)    1032.98   (feet)  ADJUSTED  
 DG9136  ___________________________________________________________________
 DG9136  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DG9136  DYNAMIC HT  -         314.822 (meters)    1032.88  (feet)  COMP
 DG9136  MODELED GRAV-     980,512.6   (mgal)                       NAVD 88
 DG9136
 DG9136  VERT ORDER  -  SECOND    CLASS I
 DG9136
 DG9136.The horizontal coordinates were scaled from a topographic map and have
 DG9136.an estimated accuracy of +/- 6 seconds.
 DG9136
 DG9136.The orthometric height was determined by differential leveling
 DG9136.and adjusted by the National Geodetic Survey in February 2005..
 DG9136
 DG9136.The geoid height was determined by GEOID03.
 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     -   311,830.      791,470.      MT  (+/- 180 meters Scaled)
 DG9136
 DG9136                          SUPERSEDED SURVEY CONTROL
 DG9136
 DG9136.No superseded survey control is available for this station.
 DG9136
 DG9136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK125731(NAD 83)
 DG9136_MARKER: DV = VERTICAL CONTROL DISK
 DG9136_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9136_STAMPING: 4302 R 1989
 DG9136_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9136
 DG9136  HISTORY     - Date     Condition        Report By
 DG9136  HISTORY     - 1989     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9145 ***********************************************************************
 DG9145  DESIGNATION -  4302 S
 DG9145  PID         -  DG9145
 DG9145  STATE/COUNTY-  MN/MCLEOD
 DG9145  USGS QUAD   -  WINSTED (1982)
 DG9145
 DG9145                         *CURRENT SURVEY CONTROL
 DG9145  ___________________________________________________________________
 DG9145* NAD 83(1986)-  44 54 22.     (N)    094 05 36.     (W)     SCALED    
 DG9145* NAVD 88     -       314.754  (meters)    1032.66   (feet)  ADJUSTED  
 DG9145  ___________________________________________________________________
 DG9145  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DG9145  DYNAMIC HT  -         314.724 (meters)    1032.56  (feet)  COMP
 DG9145  MODELED GRAV-     980,513.4   (mgal)                       NAVD 88
 DG9145
 DG9145  VERT ORDER  -  SECOND    CLASS I
 DG9145
 DG9145.The horizontal coordinates were scaled from a topographic map and have
 DG9145.an estimated accuracy of +/- 6 seconds.
 DG9145
 DG9145.The orthometric height was determined by differential leveling
 DG9145.and adjusted by the National Geodetic Survey in February 2005..
 DG9145
 DG9145.The geoid height was determined by GEOID03.
 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     -   311,800.      792,630.      MT  (+/- 180 meters Scaled)
 DG9145
 DG9145                          SUPERSEDED SURVEY CONTROL
 DG9145
 DG9145.No superseded survey control is available for this station.
 DG9145
 DG9145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK136731(NAD 83)
 DG9145_MARKER: DV = VERTICAL CONTROL DISK
 DG9145_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9145_STAMPING: 4302 S 1989
 DG9145_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9145
 DG9145  HISTORY     - Date     Condition        Report By
 DG9145  HISTORY     - 1989     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9138 ***********************************************************************
 DG9138  DESIGNATION -  4302 U
 DG9138  PID         -  DG9138
 DG9138  STATE/COUNTY-  MN/MCLEOD
 DG9138  USGS QUAD   -  WINSTED (1982)
 DG9138
 DG9138                         *CURRENT SURVEY CONTROL
 DG9138  ___________________________________________________________________
 DG9138* NAD 83(1986)-  44 54 24.     (N)    094 03 49.     (W)     SCALED    
 DG9138* NAVD 88     -       308.927  (meters)    1013.54   (feet)  ADJUSTED  
 DG9138  ___________________________________________________________________
 DG9138  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DG9138  DYNAMIC HT  -         308.898 (meters)    1013.44  (feet)  COMP
 DG9138  MODELED GRAV-     980,515.5   (mgal)                       NAVD 88
 DG9138
 DG9138  VERT ORDER  -  SECOND    CLASS I
 DG9138
 DG9138.The horizontal coordinates were scaled from a topographic map and have
 DG9138.an estimated accuracy of +/- 6 seconds.
 DG9138
 DG9138.The orthometric height was determined by differential leveling
 DG9138.and adjusted by the National Geodetic Survey in February 2005..
 DG9138
 DG9138.The geoid height was determined by GEOID03.
 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     -   311,860.      794,980.      MT  (+/- 180 meters Scaled)
 DG9138
 DG9138                          SUPERSEDED SURVEY CONTROL
 DG9138
 DG9138.No superseded survey control is available for this station.
 DG9138
 DG9138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK160731(NAD 83)
 DG9138_MARKER: DV = VERTICAL CONTROL DISK
 DG9138_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9138_STAMPING: 4302 U 1989
 DG9138_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9138
 DG9138  HISTORY     - Date     Condition        Report By
 DG9138  HISTORY     - 1989     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9122 ***********************************************************************
 DG9122  DESIGNATION -  4302 V
 DG9122  PID         -  DG9122
 DG9122  STATE/COUNTY-  MN/MCLEOD
 DG9122  USGS QUAD   -  HUTCHINSON EAST (1994)
 DG9122
 DG9122                         *CURRENT SURVEY CONTROL
 DG9122  ___________________________________________________________________
 DG9122* NAD 83(1986)-  44 53 33.     (N)    094 15 29.     (W)     SCALED    
 DG9122* NAVD 88     -       318.821  (meters)    1046.00   (feet)  ADJUSTED  
 DG9122  ___________________________________________________________________
 DG9122  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DG9122  DYNAMIC HT  -         318.790 (meters)    1045.90  (feet)  COMP
 DG9122  MODELED GRAV-     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
 DG9122.and adjusted by the National Geodetic Survey in February 2005..
 DG9122
 DG9122.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG9139 ***********************************************************************
 DG9139  DESIGNATION -  4302 W
 DG9139  PID         -  DG9139
 DG9139  STATE/COUNTY-  MN/MCLEOD
 DG9139  USGS QUAD   -  WINSTED (1982)
 DG9139
 DG9139                         *CURRENT SURVEY CONTROL
 DG9139  ___________________________________________________________________
 DG9139* NAD 83(1986)-  44 54 24.     (N)    094 03 08.     (W)     SCALED    
 DG9139* NAVD 88     -       305.258  (meters)    1001.50   (feet)  ADJUSTED  
 DG9139  ___________________________________________________________________
 DG9139  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DG9139  DYNAMIC HT  -         305.230 (meters)    1001.41  (feet)  COMP
 DG9139  MODELED GRAV-     980,516.4   (mgal)                       NAVD 88
 DG9139
 DG9139  VERT ORDER  -  SECOND    CLASS I
 DG9139
 DG9139.The horizontal coordinates were scaled from a topographic map and have
 DG9139.an estimated accuracy of +/- 6 seconds.
 DG9139
 DG9139.The orthometric height was determined by differential leveling
 DG9139.and adjusted by the National Geodetic Survey in February 2005..
 DG9139
 DG9139.The geoid height was determined by GEOID03.
 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     -   311,860.      795,880.      MT  (+/- 180 meters Scaled)
 DG9139
 DG9139                          SUPERSEDED SURVEY CONTROL
 DG9139
 DG9139.No superseded survey control is available for this station.
 DG9139
 DG9139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK169731(NAD 83)
 DG9139_MARKER: DV = VERTICAL CONTROL DISK
 DG9139_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9139_STAMPING: 4302 W 1989
 DG9139_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9139
 DG9139  HISTORY     - Date     Condition        Report By
 DG9139  HISTORY     - 1989     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CJ8111 ***********************************************************************
 CJ8111  DESIGNATION -  4302 X
 CJ8111  PID         -  CJ8111
 CJ8111  STATE/COUNTY-  MN/MCLEOD
 CJ8111  USGS QUAD   -  HUTCHINSON EAST (1994)
 CJ8111
 CJ8111                         *CURRENT SURVEY CONTROL
 CJ8111  ___________________________________________________________________
 CJ8111* NAD 83(1996)-  44 53 44.33733(N)    094 20 50.64135(W)     ADJUSTED  
 CJ8111* NAVD 88     -       326.829  (meters)    1072.27   (feet)  ADJUSTED  
 CJ8111  ___________________________________________________________________
 CJ8111  X           -    -343,087.054 (meters)                     COMP
 CJ8111  Y           -  -4,512,973.241 (meters)                     COMP
 CJ8111  Z           -   4,479,352.334 (meters)                     COMP
 CJ8111  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 CJ8111  ELLIP HEIGHT-         299.52  (meters)          (12/03/03) GPS OBS
 CJ8111  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CJ8111  DYNAMIC HT  -         326.799 (meters)    1072.17  (feet)  COMP
 CJ8111  MODELED GRAV-     980,515.4   (mgal)                       NAVD 88
 CJ8111
 CJ8111  HORZ ORDER  -  FIRST
 CJ8111  VERT ORDER  -  SECOND    CLASS I
 CJ8111  ELLP ORDER  -  FOURTH    CLASS I
 CJ8111
 CJ8111.The horizontal coordinates were established by GPS observations
 CJ8111.and adjusted by the MN DEPT OF TRANSP in December 2003..
 CJ8111
 CJ8111.The orthometric height was determined by differential leveling
 CJ8111.and adjusted by the National Geodetic Survey in June 2004..
 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 DEFLEC99 derived deflections.
 CJ8111
 CJ8111.The ellipsoidal height was determined by GPS observations
 CJ8111.and is referenced to NAD 83.
 CJ8111
 CJ8111.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 CJ8111;SPC MN S     -   310,689.057   772,560.480   MT  0.99994567   -0 14 36.6
 CJ8111;UTM  15      - 4,972,241.483   393,611.605   MT  0.99973918   -0 57 04.0
 CJ8111
 CJ8111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ8111!SPC MN S     -   0.99995304  x   0.99994567  =   0.99989871
 CJ8111!UTM  15      -   0.99995304  x   0.99973918  =   0.99969223
 CJ8111
 CJ8111                          SUPERSEDED SURVEY CONTROL
 CJ8111
 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: 15TUK9361272241(NAD 83)
 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 - November 20, 2000
 CJ8111_ROD/PIPE-DEPTH: 10.7 meters
 CJ8111
 CJ8111  HISTORY     - Date     Condition        Report By
 CJ8111  HISTORY     - 1996     MONUMENTED       MNDT
 CJ8111  HISTORY     - 20001120 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1540 ***********************************************************************
 PQ1540  DESIGNATION -  4304 A
 PQ1540  PID         -  PQ1540
 PQ1540  STATE/COUNTY-  MN/MCLEOD
 PQ1540  USGS QUAD   -  BROWNTON (1982)
 PQ1540
 PQ1540                         *CURRENT SURVEY CONTROL
 PQ1540  ___________________________________________________________________
 PQ1540* NAD 83(1986)-  44 43 49.     (N)    094 21 37.     (W)     SCALED    
 PQ1540* NAVD 88     -       309.943  (meters)    1016.87   (feet)  ADJUSTED  
 PQ1540  ___________________________________________________________________
 PQ1540  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 PQ1540  DYNAMIC HT  -         309.907 (meters)    1016.75  (feet)  COMP
 PQ1540  MODELED GRAV-     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
 PQ1540.and adjusted by the National Geodetic Survey in June 1995..
 PQ1540
 PQ1540.The geoid height was determined by GEOID03.
 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_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
 PQ1540  HISTORY     - Date     Condition        Report By
 PQ1540  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1540  HISTORY     - 19850909 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1539 ***********************************************************************
 PQ1539  DESIGNATION -  4304 B
 PQ1539  PID         -  PQ1539
 PQ1539  STATE/COUNTY-  MN/MCLEOD
 PQ1539  USGS QUAD   -  BROWNTON (1982)
 PQ1539
 PQ1539                         *CURRENT SURVEY CONTROL
 PQ1539  ___________________________________________________________________
 PQ1539* NAD 83(1986)-  44 43 46.     (N)    094 22 12.     (W)     SCALED    
 PQ1539* NAVD 88     -       313.763  (meters)    1029.40   (feet)  ADJUSTED  
 PQ1539  ___________________________________________________________________
 PQ1539  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 PQ1539  DYNAMIC HT  -         313.727 (meters)    1029.29  (feet)  COMP
 PQ1539  MODELED GRAV-     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
 PQ1539.and adjusted by the National Geodetic Survey in June 1995..
 PQ1539
 PQ1539.The geoid height was determined by GEOID03.
 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.No superseded survey control is available for this station.
 PQ1539
 PQ1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK915538(NAD 83)
 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
 PQ1539  HISTORY     - Date     Condition        Report By
 PQ1539  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1539  HISTORY     - 19850909 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1538 ***********************************************************************
 PQ1538  DESIGNATION -  4304 C
 PQ1538  PID         -  PQ1538
 PQ1538  STATE/COUNTY-  MN/MCLEOD
 PQ1538  USGS QUAD   -  BROWNTON (1982)
 PQ1538
 PQ1538                         *CURRENT SURVEY CONTROL
 PQ1538  ___________________________________________________________________
 PQ1538* NAD 83(1986)-  44 44 36.     (N)    094 22 10.     (W)     SCALED    
 PQ1538* NAVD 88     -       311.618  (meters)    1022.37   (feet)  ADJUSTED  
 PQ1538  ___________________________________________________________________
 PQ1538  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 PQ1538  DYNAMIC HT  -         311.583 (meters)    1022.25  (feet)  COMP
 PQ1538  MODELED GRAV-     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
 PQ1538.and adjusted by the National Geodetic Survey in June 1995..
 PQ1538
 PQ1538.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1537 ***********************************************************************
 PQ1537  DESIGNATION -  4304 D
 PQ1537  PID         -  PQ1537
 PQ1537  STATE/COUNTY-  MN/MCLEOD
 PQ1537  USGS QUAD   -  BISCAY (1982)
 PQ1537
 PQ1537                         *CURRENT SURVEY CONTROL
 PQ1537  ___________________________________________________________________
 PQ1537* NAD 83(1986)-  44 45 10.     (N)    094 22 15.     (W)     SCALED    
 PQ1537* NAVD 88     -       309.892  (meters)    1016.70   (feet)  ADJUSTED  
 PQ1537  ___________________________________________________________________
 PQ1537  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 PQ1537  DYNAMIC HT  -         309.857 (meters)    1016.59  (feet)  COMP
 PQ1537  MODELED GRAV-     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
 PQ1537.and adjusted by the National Geodetic Survey in June 1995..
 PQ1537
 PQ1537.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1536 ***********************************************************************
 PQ1536  DESIGNATION -  4304 E
 PQ1536  PID         -  PQ1536
 PQ1536  STATE/COUNTY-  MN/MCLEOD
 PQ1536  USGS QUAD   -  BISCAY (1982)
 PQ1536
 PQ1536                         *CURRENT SURVEY CONTROL
 PQ1536  ___________________________________________________________________
 PQ1536* NAD 83(1986)-  44 45 41.     (N)    094 22 29.     (W)     SCALED    
 PQ1536* NAVD 88     -       311.467  (meters)    1021.87   (feet)  ADJUSTED  
 PQ1536  ___________________________________________________________________
 PQ1536  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 PQ1536  DYNAMIC HT  -         311.433 (meters)    1021.76  (feet)  COMP
 PQ1536  MODELED GRAV-     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
 PQ1536.and adjusted by the National Geodetic Survey in June 1995..
 PQ1536
 PQ1536.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1533 ***********************************************************************
 PQ1533  DESIGNATION -  4304 F
 PQ1533  PID         -  PQ1533
 PQ1533  STATE/COUNTY-  MN/MCLEOD
 PQ1533  USGS QUAD   -  BISCAY (1982)
 PQ1533
 PQ1533                         *CURRENT SURVEY CONTROL
 PQ1533  ___________________________________________________________________
 PQ1533* NAD 83(1986)-  44 46 28.     (N)    094 22 28.     (W)     SCALED    
 PQ1533* NAVD 88     -       316.657  (meters)    1038.90   (feet)  ADJUSTED  
 PQ1533  ___________________________________________________________________
 PQ1533  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 PQ1533  DYNAMIC HT  -         316.622 (meters)    1038.78  (feet)  COMP
 PQ1533  MODELED GRAV-     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
 PQ1533.and adjusted by the National Geodetic Survey in June 1995..
 PQ1533
 PQ1533.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1532 ***********************************************************************
 PQ1532  DESIGNATION -  4304 G
 PQ1532  PID         -  PQ1532
 PQ1532  STATE/COUNTY-  MN/MCLEOD
 PQ1532  USGS QUAD   -  HEATWOLE (1982)
 PQ1532
 PQ1532                         *CURRENT SURVEY CONTROL
 PQ1532  ___________________________________________________________________
 PQ1532* NAD 83(1986)-  44 47 06.     (N)    094 22 33.     (W)     SCALED    
 PQ1532* NAVD 88     -       320.510  (meters)    1051.54   (feet)  ADJUSTED  
 PQ1532  ___________________________________________________________________
 PQ1532  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 PQ1532  DYNAMIC HT  -         320.476 (meters)    1051.43  (feet)  COMP
 PQ1532  MODELED GRAV-     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
 PQ1532.and adjusted by the National Geodetic Survey in June 1995..
 PQ1532
 PQ1532.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1170 ***********************************************************************
 PQ1170  DESIGNATION -  4304 H
 PQ1170  PID         -  PQ1170
 PQ1170  STATE/COUNTY-  MN/MCLEOD
 PQ1170  USGS QUAD   -  HEATWOLE (1982)
 PQ1170
 PQ1170                         *CURRENT SURVEY CONTROL
 PQ1170  ___________________________________________________________________
 PQ1170* NAD 83(1996)-  44 47 38.20308(N)    094 22 34.46159(W)     ADJUSTED  
 PQ1170* NAVD 88     -       325.217  (meters)    1066.98   (feet)  ADJUSTED  
 PQ1170  ___________________________________________________________________
 PQ1170  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 PQ1170  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 PQ1170  DYNAMIC HT  -         325.182 (meters)    1066.87  (feet)  COMP
 PQ1170  MODELED GRAV-     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
 PQ1170.and adjusted by the National Geodetic Survey in June 1995..
 PQ1170
 PQ1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1170
 PQ1170.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1170;SPC MN S     -   299,397.703   770,230.624   MT  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     -   0.99995332  x   0.99993504  =   0.99988836
 PQ1170!UTM  15      -   0.99995332  x   0.99974571  =   0.99969904
 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)  324.9    (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: 15TUK9114360982(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1171 ***********************************************************************
 PQ1171  DESIGNATION -  4304 J
 PQ1171  PID         -  PQ1171
 PQ1171  STATE/COUNTY-  MN/MCLEOD
 PQ1171  USGS QUAD   -  HEATWOLE (1982)
 PQ1171
 PQ1171                         *CURRENT SURVEY CONTROL
 PQ1171  ___________________________________________________________________
 PQ1171* NAD 83(1996)-  44 48 13.87892(N)    094 22 34.25590(W)     ADJUSTED  
 PQ1171* NAVD 88     -       318.385  (meters)    1044.57   (feet)  ADJUSTED  
 PQ1171  ___________________________________________________________________
 PQ1171  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 PQ1171  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 PQ1171  DYNAMIC HT  -         318.352 (meters)    1044.46  (feet)  COMP
 PQ1171  MODELED GRAV-     980,503.4   (mgal)                       NAVD 88
 PQ1171
 PQ1171  HORZ ORDER  -  SECOND
 PQ1171  VERT ORDER  -  SECOND    CLASS I
 PQ1171
 PQ1171.The horizontal coordinates were established by classical geodetic methods
 PQ1171.and adjusted by the National Geodetic Survey in March 1999..
 PQ1171
 PQ1171.The orthometric height was determined by differential leveling
 PQ1171.and adjusted by the National Geodetic Survey in June 1995..
 PQ1171
 PQ1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1171
 PQ1171.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1171;SPC MN S     -   300,498.871   770,240.212   MT  0.99993594   -0 15 49.2
 PQ1171;UTM  15      - 4,962,082.713   391,166.278   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  =   0.99989033
 PQ1171!UTM  15      -   0.99995439  x   0.99974565  =   0.99970005
 PQ1171
 PQ1171                          SUPERSEDED SURVEY CONTROL
 PQ1171
 PQ1171  NAD 83(1986)-  44 48 13.87478(N)    094 22 34.25226(W) AD(       ) 2
 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: 15TUK9116662083(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1171
 PQ1171  HISTORY     - Date     Condition        Report By
 PQ1171  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1171  HISTORY     - 1984     GOOD             MNDT
 PQ1171  HISTORY     - 19850909 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1530 ***********************************************************************
 PQ1530  DESIGNATION -  4304 K
 PQ1530  PID         -  PQ1530
 PQ1530  STATE/COUNTY-  MN/MCLEOD
 PQ1530  USGS QUAD   -  HEATWOLE (1982)
 PQ1530
 PQ1530                         *CURRENT SURVEY CONTROL
 PQ1530  ___________________________________________________________________
 PQ1530* NAD 83(1986)-  44 48 45.     (N)    094 22 36.     (W)     SCALED    
 PQ1530* NAVD 88     -       322.298  (meters)    1057.41   (feet)  ADJUSTED  
 PQ1530  ___________________________________________________________________
 PQ1530  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 PQ1530  DYNAMIC HT  -         322.265 (meters)    1057.30  (feet)  COMP
 PQ1530  MODELED GRAV-     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
 PQ1530.and adjusted by the National Geodetic Survey in June 1995..
 PQ1530
 PQ1530.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1528 ***********************************************************************
 PQ1528  DESIGNATION -  4304 L
 PQ1528  PID         -  PQ1528
 PQ1528  STATE/COUNTY-  MN/MCLEOD
 PQ1528  USGS QUAD   -  HEATWOLE (1982)
 PQ1528
 PQ1528                         *CURRENT SURVEY CONTROL
 PQ1528  ___________________________________________________________________
 PQ1528* NAD 83(1986)-  44 50 03.     (N)    094 22 39.     (W)     SCALED    
 PQ1528* NAVD 88     -       325.810  (meters)    1068.93   (feet)  ADJUSTED  
 PQ1528  ___________________________________________________________________
 PQ1528  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 PQ1528  DYNAMIC HT  -         325.777 (meters)    1068.82  (feet)  COMP
 PQ1528  MODELED GRAV-     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
 PQ1528.and adjusted by the National Geodetic Survey in June 1995..
 PQ1528
 PQ1528.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1529 ***********************************************************************
 PQ1529  DESIGNATION -  4304 M
 PQ1529  PID         -  PQ1529
 PQ1529  STATE/COUNTY-  MN/MCLEOD
 PQ1529  USGS QUAD   -  BISCAY (1982)
 PQ1529
 PQ1529                         *CURRENT SURVEY CONTROL
 PQ1529  ___________________________________________________________________
 PQ1529* NAD 83(1986)-  44 49 25.     (N)    094 22 28.     (W)     SCALED    
 PQ1529* NAVD 88     -       323.947  (meters)    1062.82   (feet)  ADJUSTED  
 PQ1529  ___________________________________________________________________
 PQ1529  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 PQ1529  DYNAMIC HT  -         323.914 (meters)    1062.71  (feet)  COMP
 PQ1529  MODELED GRAV-     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
 PQ1529.and adjusted by the National Geodetic Survey in June 1995..
 PQ1529
 PQ1529.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1526 ***********************************************************************
 PQ1526  DESIGNATION -  4304 N
 PQ1526  PID         -  PQ1526
 PQ1526  STATE/COUNTY-  MN/MCLEOD
 PQ1526  USGS QUAD   -  HEATWOLE (1982)
 PQ1526
 PQ1526                         *CURRENT SURVEY CONTROL
 PQ1526  ___________________________________________________________________
 PQ1526* NAD 83(1986)-  44 50 47.     (N)    094 22 33.     (W)     SCALED    
 PQ1526* NAVD 88     -       322.809  (meters)    1059.08   (feet)  ADJUSTED  
 PQ1526  ___________________________________________________________________
 PQ1526  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 PQ1526  DYNAMIC HT  -         322.777 (meters)    1058.98  (feet)  COMP
 PQ1526  MODELED GRAV-     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
 PQ1526.and adjusted by the National Geodetic Survey in June 1995..
 PQ1526
 PQ1526.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1524 ***********************************************************************
 PQ1524  DESIGNATION -  4304 P
 PQ1524  PID         -  PQ1524
 PQ1524  STATE/COUNTY-  MN/MCLEOD
 PQ1524  USGS QUAD   -  HEATWOLE (1982)
 PQ1524
 PQ1524                         *CURRENT SURVEY CONTROL
 PQ1524  ___________________________________________________________________
 PQ1524* NAD 83(1986)-  44 51 27.     (N)    094 22 34.     (W)     SCALED    
 PQ1524* NAVD 88     -       320.653  (meters)    1052.01   (feet)  ADJUSTED  
 PQ1524  ___________________________________________________________________
 PQ1524  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 PQ1524  DYNAMIC HT  -         320.622 (meters)    1051.91  (feet)  COMP
 PQ1524  MODELED GRAV-     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
 PQ1524.and adjusted by the National Geodetic Survey in June 1995..
 PQ1524
 PQ1524.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1521 ***********************************************************************
 PQ1521  DESIGNATION -  4304 Q
 PQ1521  PID         -  PQ1521
 PQ1521  STATE/COUNTY-  MN/MCLEOD
 PQ1521  USGS QUAD   -  HEATWOLE (1982)
 PQ1521
 PQ1521                         *CURRENT SURVEY CONTROL
 PQ1521  ___________________________________________________________________
 PQ1521* NAD 83(1986)-  44 52 26.     (N)    094 22 31.     (W)     SCALED    
 PQ1521* NAVD 88     -       324.073  (meters)    1063.23   (feet)  ADJUSTED  
 PQ1521  ___________________________________________________________________
 PQ1521  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 PQ1521  DYNAMIC HT  -         324.042 (meters)    1063.13  (feet)  COMP
 PQ1521  MODELED GRAV-     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
 PQ1521.and adjusted by the National Geodetic Survey in June 1995..
 PQ1521
 PQ1521.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1172 ***********************************************************************
 PQ1172  DESIGNATION -  4304 R
 PQ1172  PID         -  PQ1172
 PQ1172  STATE/COUNTY-  MN/MCLEOD
 PQ1172  USGS QUAD   -  BISCAY (1982)
 PQ1172
 PQ1172                         *CURRENT SURVEY CONTROL
 PQ1172  ___________________________________________________________________
 PQ1172* NAD 83(1996)-  44 51 48.74771(N)    094 22 25.29696(W)     ADJUSTED  
 PQ1172* NAVD 88     -       323.997  (meters)    1062.98   (feet)  ADJUSTED  
 PQ1172  ___________________________________________________________________
 PQ1172  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 PQ1172  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 PQ1172  DYNAMIC HT  -         323.966 (meters)    1062.88  (feet)  COMP
 PQ1172  MODELED GRAV-     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
 PQ1172.and adjusted by the National Geodetic Survey in June 1995..
 PQ1172
 PQ1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1172
 PQ1172.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1172;SPC MN S     -   307,130.286   770,467.404   MT  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     -   0.99995349  x   0.99994198  =   0.99989547
 PQ1172!UTM  15      -   0.99995349  x   0.99974482  =   0.99969832
 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: 15TUK9147568710(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1520 ***********************************************************************
 PQ1520  DESIGNATION -  4304 S
 PQ1520  PID         -  PQ1520
 PQ1520  STATE/COUNTY-  MN/MCLEOD
 PQ1520  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1520
 PQ1520                         *CURRENT SURVEY CONTROL
 PQ1520  ___________________________________________________________________
 PQ1520* NAD 83(1986)-  44 52 52.     (N)    094 22 11.     (W)     SCALED    
 PQ1520* NAVD 88     -       327.493  (meters)    1074.45   (feet)  ADJUSTED  
 PQ1520  ___________________________________________________________________
 PQ1520  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PQ1520  DYNAMIC HT  -         327.462 (meters)    1074.35  (feet)  COMP
 PQ1520  MODELED GRAV-     980,513.5   (mgal)                       NAVD 88
 PQ1520
 PQ1520  VERT ORDER  -  SECOND    CLASS I
 PQ1520
 PQ1520.The horizontal coordinates were scaled from a topographic map and have
 PQ1520.an estimated accuracy of +/- 6 seconds.
 PQ1520
 PQ1520.The orthometric height was determined by differential leveling
 PQ1520.and adjusted by the National Geodetic Survey in June 1995..
 PQ1520
 PQ1520.The geoid height was determined by GEOID03.
 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     -   309,080.      770,790.      MT  (+/- 180 meters Scaled)
 PQ1520
 PQ1520                          SUPERSEDED SURVEY CONTROL
 PQ1520
 PQ1520.No superseded survey control is available for this station.
 PQ1520
 PQ1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK918706(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1520
 PQ1520  HISTORY     - Date     Condition        Report By
 PQ1520  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1520  HISTORY     - 19850909 GOOD             MNDT
 PQ1520  HISTORY     - 19870811 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1497 ***********************************************************************
 PQ1497  DESIGNATION -  4305 A
 PQ1497  PID         -  PQ1497
 PQ1497  STATE/COUNTY-  MN/MCLEOD
 PQ1497  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1497
 PQ1497                         *CURRENT SURVEY CONTROL
 PQ1497  ___________________________________________________________________
 PQ1497* NAD 83(1996)-  44 54 24.32559(N)    094 22 06.81763(W)     ADJUSTED  
 PQ1497* NAVD 88     -       329.129  (meters)    1079.82   (feet)  ADJUSTED  
 PQ1497  ___________________________________________________________________
 PQ1497  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 PQ1497  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 PQ1497  DYNAMIC HT  -         329.099 (meters)    1079.72  (feet)  COMP
 PQ1497  MODELED GRAV-     980,518.1   (mgal)                       NAVD 88
 PQ1497
 PQ1497  HORZ ORDER  -  SECOND
 PQ1497  VERT ORDER  -  SECOND    CLASS I
 PQ1497
 PQ1497.The horizontal coordinates were established by classical geodetic methods
 PQ1497.and adjusted by the National Geodetic Survey in March 1999..
 PQ1497
 PQ1497.The orthometric height was determined by differential leveling
 PQ1497.and adjusted by the National Geodetic Survey in June 1995..
 PQ1497
 PQ1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1497
 PQ1497.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1497;SPC MN S     -   311,930.711   770,894.721   MT  0.99994703   -0 15 30.0
 PQ1497;UTM  15      - 4,973,503.360   391,961.649   MT  0.99974353   -0 57 58.4
 PQ1497
 PQ1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1497!SPC MN S     -   0.99995267  x   0.99994703  =   0.99989971
 PQ1497!UTM  15      -   0.99995267  x   0.99974353  =   0.99969621
 PQ1497
 PQ1497                          SUPERSEDED SURVEY CONTROL
 PQ1497
 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: 15TUK9196273503(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1497
 PQ1497  HISTORY     - Date     Condition        Report By
 PQ1497  HISTORY     - 1986     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1501 ***********************************************************************
 PQ1501  DESIGNATION -  4305 B
 PQ1501  PID         -  PQ1501
 PQ1501  STATE/COUNTY-  MN/MCLEOD
 PQ1501  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1501
 PQ1501                         *CURRENT SURVEY CONTROL
 PQ1501  ___________________________________________________________________
 PQ1501* NAD 83(1986)-  44 55 11.     (N)    094 22 04.     (W)     SCALED    
 PQ1501* NAVD 88     -       330.710  (meters)    1085.00   (feet)  ADJUSTED  
 PQ1501  ___________________________________________________________________
 PQ1501  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 PQ1501  DYNAMIC HT  -         330.682 (meters)    1084.91  (feet)  COMP
 PQ1501  MODELED GRAV-     980,520.8   (mgal)                       NAVD 88
 PQ1501
 PQ1501  VERT ORDER  -  SECOND    CLASS I
 PQ1501
 PQ1501.The horizontal coordinates were scaled from a topographic map and have
 PQ1501.an estimated accuracy of +/- 6 seconds.
 PQ1501
 PQ1501.The orthometric height was determined by differential leveling
 PQ1501.and adjusted by the National Geodetic Survey in June 1995..
 PQ1501
 PQ1501.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ1501;SPC MN S     -   313,370.      770,960.      MT  (+/- 180 meters Scaled)
 PQ1501
 PQ1501                          SUPERSEDED SURVEY CONTROL
 PQ1501
 PQ1501.No superseded survey control is available for this station.
 PQ1501
 PQ1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK920749(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1501
 PQ1501  HISTORY     - Date     Condition        Report By
 PQ1501  HISTORY     - 1986     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1503 ***********************************************************************
 PQ1503  DESIGNATION -  4305 C
 PQ1503  PID         -  PQ1503
 PQ1503  STATE/COUNTY-  MN/MCLEOD
 PQ1503  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1503
 PQ1503                         *CURRENT SURVEY CONTROL
 PQ1503  ___________________________________________________________________
 PQ1503* NAD 83(1996)-  44 56 07.44091(N)    094 22 06.44842(W)     ADJUSTED  
 PQ1503* NAVD 88     -       338.246  (meters)    1109.73   (feet)  ADJUSTED  
 PQ1503  ___________________________________________________________________
 PQ1503  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 PQ1503  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 PQ1503  DYNAMIC HT  -         338.218 (meters)    1109.64  (feet)  COMP
 PQ1503  MODELED GRAV-     980,524.2   (mgal)                       NAVD 88
 PQ1503
 PQ1503  HORZ ORDER  -  SECOND
 PQ1503  VERT ORDER  -  SECOND    CLASS I
 PQ1503
 PQ1503.The horizontal coordinates were established by classical geodetic methods
 PQ1503.and adjusted by the National Geodetic Survey in March 1999..
 PQ1503
 PQ1503.The orthometric height was determined by differential leveling
 PQ1503.and adjusted by the National Geodetic Survey in June 1995..
 PQ1503
 PQ1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1503
 PQ1503.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1503;SPC MN S     -   315,113.599   770,917.167   MT  0.99995069   -0 15 29.7
 PQ1503;UTM  15      - 4,976,685.073   392,023.419   MT  0.99974336   -0 57 59.9
 PQ1503
 PQ1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1503!SPC MN S     -   0.99995123  x   0.99995069  =   0.99990193
 PQ1503!UTM  15      -   0.99995123  x   0.99974336  =   0.99969461
 PQ1503
 PQ1503                          SUPERSEDED SURVEY CONTROL
 PQ1503
 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_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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1503
 PQ1503  HISTORY     - Date     Condition        Report By
 PQ1503  HISTORY     - 1986     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1507 ***********************************************************************
 PQ1507  DESIGNATION -  4305 D
 PQ1507  PID         -  PQ1507
 PQ1507  STATE/COUNTY-  MN/MCLEOD
 PQ1507  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1507
 PQ1507                         *CURRENT SURVEY CONTROL
 PQ1507  ___________________________________________________________________
 PQ1507* NAD 83(1996)-  44 56 33.36238(N)    094 21 57.26562(W)     ADJUSTED  
 PQ1507* NAVD 88     -       332.421  (meters)    1090.62   (feet)  ADJUSTED  
 PQ1507  ___________________________________________________________________
 PQ1507  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 PQ1507  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 PQ1507  DYNAMIC HT  -         332.393 (meters)    1090.53  (feet)  COMP
 PQ1507  MODELED GRAV-     980,525.6   (mgal)                       NAVD 88
 PQ1507
 PQ1507  HORZ ORDER  -  SECOND
 PQ1507  VERT ORDER  -  SECOND    CLASS I
 PQ1507
 PQ1507.The horizontal coordinates were established by classical geodetic methods
 PQ1507.and adjusted by the National Geodetic Survey in March 1999..
 PQ1507
 PQ1507.The orthometric height was determined by differential leveling
 PQ1507.and adjusted by the National Geodetic Survey in June 1995..
 PQ1507
 PQ1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1507
 PQ1507.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1507;SPC MN S     -   315,912.833   771,122.084   MT  0.99995165   -0 15 23.3
 PQ1507;UTM  15      - 4,977,481.547   392,238.157   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                          SUPERSEDED SURVEY CONTROL
 PQ1507
 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: 15TUK9223877482(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1507
 PQ1507  HISTORY     - Date     Condition        Report By
 PQ1507  HISTORY     - 1986     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1508 ***********************************************************************
 PQ1508  DESIGNATION -  4305 E
 PQ1508  PID         -  PQ1508
 PQ1508  STATE/COUNTY-  MN/MCLEOD
 PQ1508  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1508
 PQ1508                         *CURRENT SURVEY CONTROL
 PQ1508  ___________________________________________________________________
 PQ1508* NAD 83(1996)-  44 57 12.51716(N)    094 22 06.81113(W)     ADJUSTED  
 PQ1508* NAVD 88     -       336.519  (meters)    1104.06   (feet)  ADJUSTED  
 PQ1508  ___________________________________________________________________
 PQ1508  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 PQ1508  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 PQ1508  DYNAMIC HT  -         336.492 (meters)    1103.97  (feet)  COMP
 PQ1508  MODELED GRAV-     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
 PQ1508.and adjusted by the National Geodetic Survey in June 1995..
 PQ1508
 PQ1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1508
 PQ1508.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1508;SPC MN S     -   317,122.398   770,918.272   MT  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  =   0.99990463
 PQ1508!UTM  15      -   0.99995150  x   0.99974329  =   0.99969480
 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_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 = OCTOBER  6, 2006
 PQ1510 ***********************************************************************
 PQ1510  DESIGNATION -  4305 F
 PQ1510  PID         -  PQ1510
 PQ1510  STATE/COUNTY-  MN/MCLEOD
 PQ1510  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1510
 PQ1510                         *CURRENT SURVEY CONTROL
 PQ1510  ___________________________________________________________________
 PQ1510* NAD 83(1996)-  44 58 30.89158(N)    094 22 11.04102(W)     ADJUSTED  
 PQ1510* NAVD 88     -       334.895  (meters)    1098.73   (feet)  ADJUSTED  
 PQ1510  ___________________________________________________________________
 PQ1510  X           -    -344,370.516 (meters)                     COMP
 PQ1510  Y           -  -4,506,614.987 (meters)                     COMP
 PQ1510  Z           -   4,485,620.450 (meters)                     COMP
 PQ1510  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 PQ1510  ELLIP HEIGHT-         307.79  (meters)          (08/23/04) GPS OBS
 PQ1510  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 PQ1510  DYNAMIC HT  -         334.870 (meters)    1098.65  (feet)  COMP
 PQ1510  MODELED GRAV-     980,532.3   (mgal)                       NAVD 88
 PQ1510
 PQ1510  HORZ ORDER  -  FIRST
 PQ1510  VERT ORDER  -  SECOND    CLASS I
 PQ1510  ELLP ORDER  -  THIRD     CLASS II
 PQ1510
 PQ1510.The horizontal coordinates were established by GPS observations
 PQ1510.and adjusted by the MN DEPT OF TRANSP in August 2004..
 PQ1510
 PQ1510.The orthometric height was determined by differential leveling
 PQ1510.and adjusted by the National Geodetic Survey in June 1995..
 PQ1510
 PQ1510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1510
 PQ1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1510
 PQ1510.The ellipsoidal height was determined by GPS observations
 PQ1510.and is referenced to NAD 83.
 PQ1510
 PQ1510.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1510;SPC MN S     -   319,542.080   770,836.502   MT  0.99995620   -0 15 33.0
 PQ1510;UTM  15      - 4,981,113.284   391,997.542   MT  0.99974343   -0 58 05.6
 PQ1510
 PQ1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1510!SPC MN S     -   0.99995174  x   0.99995620  =   0.99990795
 PQ1510!UTM  15      -   0.99995174  x   0.99974343  =   0.99969519
 PQ1510
 PQ1510                          SUPERSEDED SURVEY CONTROL
 PQ1510
 PQ1510  NAVD 88 (08/23/04)  334.89   (m)         1098.7    (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: 15TUK9199881113(NAD 83)
 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 SUITABLE FOR
 PQ1510+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1593 ***********************************************************************
 PQ1593  DESIGNATION -  4306 A
 PQ1593  PID         -  PQ1593
 PQ1593  STATE/COUNTY-  MN/MCLEOD
 PQ1593  USGS QUAD   -  NEW AUBURN (1982)
 PQ1593
 PQ1593                         *CURRENT SURVEY CONTROL
 PQ1593  ___________________________________________________________________
 PQ1593* NAD 83(1986)-  44 43 05.     (N)    094 13 50.     (W)     SCALED    
 PQ1593* NAVD 88     -       309.839  (meters)    1016.53   (feet)  ADJUSTED  
 PQ1593  ___________________________________________________________________
 PQ1593  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 PQ1593  DYNAMIC HT  -         309.803 (meters)    1016.41  (feet)  COMP
 PQ1593  MODELED GRAV-     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
 PQ1593.and adjusted by the National Geodetic Survey in June 1995..
 PQ1593
 PQ1593.The geoid height was determined by GEOID03.
 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_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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1593
 PQ1593  HISTORY     - Date     Condition        Report By
 PQ1593  HISTORY     - 1985     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1594 ***********************************************************************
 PQ1594  DESIGNATION -  4306 B
 PQ1594  PID         -  PQ1594
 PQ1594  STATE/COUNTY-  MN/MCLEOD
 PQ1594  USGS QUAD   -  NEW AUBURN (1982)
 PQ1594
 PQ1594                         *CURRENT SURVEY CONTROL
 PQ1594  ___________________________________________________________________
 PQ1594* NAD 83(1996)-  44 43 43.87482(N)    094 13 10.06495(W)     ADJUSTED  
 PQ1594* NAVD 88     -       309.205  (meters)    1014.45   (feet)  ADJUSTED  
 PQ1594  ___________________________________________________________________
 PQ1594  X           -    -333,969.312 (meters)                     COMP
 PQ1594  Y           -  -4,526,744.221 (meters)                     COMP
 PQ1594  Z           -   4,466,189.549 (meters)                     COMP
 PQ1594  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 PQ1594  ELLIP HEIGHT-         281.58  (meters)          (08/24/06) GPS OBS
 PQ1594  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 PQ1594  DYNAMIC HT  -         309.169 (meters)    1014.33  (feet)  COMP
 PQ1594  MODELED GRAV-     980,493.7   (mgal)                       NAVD 88
 PQ1594
 PQ1594  HORZ ORDER  -  FIRST
 PQ1594  VERT ORDER  -  SECOND    CLASS I
 PQ1594  ELLP ORDER  -  FOURTH    CLASS I
 PQ1594
 PQ1594.The horizontal coordinates were established by GPS observations
 PQ1594.and adjusted by the MN DEPT OF TRANSP in August 2006..
 PQ1594
 PQ1594.The orthometric height was determined by differential leveling
 PQ1594.and adjusted by the National Geodetic Survey in June 1995..
 PQ1594
 PQ1594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1594
 PQ1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1594
 PQ1594.The ellipsoidal height was determined by GPS observations
 PQ1594.and is referenced to NAD 83.
 PQ1594
 PQ1594.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1594;SPC MN S     -   292,119.623   782,615.899   MT  0.99992990   -0 09 13.8
 PQ1594;UTM  15      - 4,953,553.495   403,435.394   MT  0.99971467   -0 51 29.8
 PQ1594
 PQ1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1594!SPC MN S     -   0.99995585  x   0.99992990  =   0.99988576
 PQ1594!UTM  15      -   0.99995585  x   0.99971467  =   0.99967054
 PQ1594
 PQ1594                          SUPERSEDED SURVEY CONTROL
 PQ1594
 PQ1594  NAVD 88 (08/24/06)  309.20   (m)         1014.4    (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_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 - March 01, 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1564 ***********************************************************************
 PQ1564  DESIGNATION -  4307 AA
 PQ1564  PID         -  PQ1564
 PQ1564  STATE/COUNTY-  MN/MCLEOD
 PQ1564  USGS QUAD   -  BISCAY (1982)
 PQ1564
 PQ1564                         *CURRENT SURVEY CONTROL
 PQ1564  ___________________________________________________________________
 PQ1564* NAD 83(1996)-  44 49 33.17698(N)    094 16 24.97606(W)     ADJUSTED  
 PQ1564* NAVD 88     -       312.735  (meters)    1026.03   (feet)  ADJUSTED  
 PQ1564  ___________________________________________________________________
 PQ1564  X           -    -337,680.953 (meters)                     COMP
 PQ1564  Y           -  -4,518,855.307 (meters)                     COMP
 PQ1564  Z           -   4,473,846.451 (meters)                     COMP
 PQ1564  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 PQ1564  ELLIP HEIGHT-         285.28  (meters)          (12/03/03) GPS OBS
 PQ1564  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 PQ1564  DYNAMIC HT  -         312.702 (meters)    1025.92  (feet)  COMP
 PQ1564  MODELED GRAV-     980,504.4   (mgal)                       NAVD 88
 PQ1564
 PQ1564  HORZ ORDER  -  FIRST
 PQ1564  VERT ORDER  -  SECOND    CLASS I
 PQ1564  ELLP ORDER  -  FOURTH    CLASS I
 PQ1564
 PQ1564.The horizontal coordinates were established by GPS observations
 PQ1564.and adjusted by the MN DEPT OF TRANSP in December 2003..
 PQ1564
 PQ1564.The orthometric height was determined by differential leveling
 PQ1564.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PQ1564
 PQ1564.The ellipsoidal height was determined by GPS observations
 PQ1564.and is referenced to NAD 83.
 PQ1564
 PQ1564.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1564;SPC MN S     -   302,914.296   778,363.298   MT  0.99993804   -0 11 30.4
 PQ1564;UTM  15      - 4,964,397.374   399,316.869   MT  0.99972465   -0 53 52.5
 PQ1564
 PQ1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1564!SPC MN S     -   0.99995527  x   0.99993804  =   0.99989332
 PQ1564!UTM  15      -   0.99995527  x   0.99972465  =   0.99967994
 PQ1564
 PQ1564:                Primary Azimuth Mark                     Grid Az
 PQ1564:SPC MN S     -  4307 Z                                   148 05 39.0
 PQ1564:UTM  15      -  4307 Z                                   148 48 01.1
 PQ1564
 PQ1564|---------------------------------------------------------------------|
 PQ1564| PID    Reference Object                     Distance      Geod. Az  |
 PQ1564|                                                           dddmmss.s |
 PQ1564| PQ1566 4307 Z                              APPROX. 1.1 KM 1475408.6 |
 PQ1564|---------------------------------------------------------------------|
 PQ1564
 PQ1564                          SUPERSEDED SURVEY CONTROL
 PQ1564
 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: 15TUK9931764397(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1563 ***********************************************************************
 PQ1563  DESIGNATION -  4307 AB
 PQ1563  PID         -  PQ1563
 PQ1563  STATE/COUNTY-  MN/MCLEOD
 PQ1563  USGS QUAD   -  BISCAY (1982)
 PQ1563
 PQ1563                         *CURRENT SURVEY CONTROL
 PQ1563  ___________________________________________________________________
 PQ1563* NAD 83(1986)-  44 50 07.     (N)    094 17 07.     (W)     SCALED    
 PQ1563* NAVD 88     -       311.496  (meters)    1021.97   (feet)  ADJUSTED  
 PQ1563  ___________________________________________________________________
 PQ1563  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 PQ1563  DYNAMIC HT  -         311.464 (meters)    1021.86  (feet)  COMP
 PQ1563  MODELED GRAV-     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
 PQ1563.and adjusted by the National Geodetic Survey in June 1995..
 PQ1563
 PQ1563.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1561 ***********************************************************************
 PQ1561  DESIGNATION -  4307 AC
 PQ1561  PID         -  PQ1561
 PQ1561  STATE/COUNTY-  MN/MCLEOD
 PQ1561  USGS QUAD   -  BISCAY (1982)
 PQ1561
 PQ1561                         *CURRENT SURVEY CONTROL
 PQ1561  ___________________________________________________________________
 PQ1561* NAD 83(1996)-  44 50 33.72922(N)    094 18 04.69868(W)     ADJUSTED  
 PQ1561* NAVD 88     -       314.418  (meters)    1031.55   (feet)  ADJUSTED  
 PQ1561  ___________________________________________________________________
 PQ1561  X           -    -339,766.880 (meters)                     COMP
 PQ1561  Y           -  -4,517,378.466 (meters)                     COMP
 PQ1561  Z           -   4,475,173.222 (meters)                     COMP
 PQ1561  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 PQ1561  ELLIP HEIGHT-         286.95  (meters)          (12/03/03) GPS OBS
 PQ1561  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 PQ1561  DYNAMIC HT  -         314.386 (meters)    1031.45  (feet)  COMP
 PQ1561  MODELED GRAV-     980,507.0   (mgal)                       NAVD 88
 PQ1561
 PQ1561  HORZ ORDER  -  FIRST
 PQ1561  VERT ORDER  -  SECOND    CLASS I
 PQ1561  ELLP ORDER  -  FOURTH    CLASS I
 PQ1561
 PQ1561.The horizontal coordinates were established by GPS observations
 PQ1561.and adjusted by the MN DEPT OF TRANSP in December 2003..
 PQ1561
 PQ1561.The orthometric height was determined by differential leveling
 PQ1561.and adjusted by the National Geodetic Survey in June 1995..
 PQ1561
 PQ1561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1561
 PQ1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1561
 PQ1561.The ellipsoidal height was determined by GPS observations
 PQ1561.and is referenced to NAD 83.
 PQ1561
 PQ1561.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1561;SPC MN S     -   304,791.062   776,179.617   MT  0.99993975   -0 12 40.3
 PQ1561;UTM  15      - 4,966,300.513   397,156.947   MT  0.99973006   -0 55 03.8
 PQ1561
 PQ1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1561!SPC MN S     -   0.99995501  x   0.99993975  =   0.99989476
 PQ1561!UTM  15      -   0.99995501  x   0.99973006  =   0.99968508
 PQ1561
 PQ1561:                Primary Azimuth Mark                     Grid Az
 PQ1561:SPC MN S     -  4307 AD                                  301 48 38.6
 PQ1561:UTM  15      -  4307 AD                                  302 31 02.1
 PQ1561
 PQ1561|---------------------------------------------------------------------|
 PQ1561| PID    Reference Object                     Distance      Geod. Az  |
 PQ1561|                                                           dddmmss.s |
 PQ1561| PQ1560 4307 AD                             APPROX. 1.3 KM 3013558.3 |
 PQ1561|---------------------------------------------------------------------|
 PQ1561
 PQ1561                          SUPERSEDED SURVEY CONTROL
 PQ1561
 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: 15TUK9715766301(NAD 83)
 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_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 - November 21, 2000
 PQ1561
 PQ1561  HISTORY     - Date     Condition        Report By
 PQ1561  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1561  HISTORY     - 20001121 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1560 ***********************************************************************
 PQ1560  DESIGNATION -  4307 AD
 PQ1560  PID         -  PQ1560
 PQ1560  STATE/COUNTY-  MN/MCLEOD
 PQ1560  USGS QUAD   -  BISCAY (1982)
 PQ1560
 PQ1560                         *CURRENT SURVEY CONTROL
 PQ1560  ___________________________________________________________________
 PQ1560* NAD 83(1996)-  44 50 55.27267(N)    094 18 53.93275(W)     ADJUSTED  
 PQ1560* NAVD 88     -       314.505  (meters)    1031.84   (feet)  ADJUSTED  
 PQ1560  ___________________________________________________________________
 PQ1560  X           -    -340,809.858 (meters)                     COMP
 PQ1560  Y           -  -4,516,829.647 (meters)                     COMP
 PQ1560  Z           -   4,475,644.831 (meters)                     COMP
 PQ1560  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 PQ1560  ELLIP HEIGHT-         287.06  (meters)          (12/03/03) GPS OBS
 PQ1560  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 PQ1560  DYNAMIC HT  -         314.474 (meters)    1031.74  (feet)  COMP
 PQ1560  MODELED GRAV-     980,508.0   (mgal)                       NAVD 88
 PQ1560
 PQ1560  HORZ ORDER  -  FIRST
 PQ1560  VERT ORDER  -  SECOND    CLASS I
 PQ1560  ELLP ORDER  -  FOURTH    CLASS I
 PQ1560
 PQ1560.The horizontal coordinates were established by GPS observations
 PQ1560.and adjusted by the MN DEPT OF TRANSP in December 2003..
 PQ1560
 PQ1560.The orthometric height was determined by differential leveling
 PQ1560.and adjusted by the National Geodetic Survey in June 1995..
 PQ1560
 PQ1560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1560
 PQ1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1560
 PQ1560.The ellipsoidal height was determined by GPS observations
 PQ1560.and is referenced to NAD 83.
 PQ1560
 PQ1560.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1560;SPC MN S     -   305,460.120   775,100.986   MT  0.99994037   -0 13 14.8
 PQ1560;UTM  15      - 4,966,982.680   396,086.872   MT  0.99973278   -0 55 38.8
 PQ1560
 PQ1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1560!SPC MN S     -   0.99995499  x   0.99994037  =   0.99989537
 PQ1560!UTM  15      -   0.99995499  x   0.99973278  =   0.99968779
 PQ1560
 PQ1560:                Primary Azimuth Mark                     Grid Az
 PQ1560:SPC MN S     -  4307 AC                                  121 48 38.4
 PQ1560:UTM  15      -  4307 AC                                  122 31 02.4
 PQ1560
 PQ1560|---------------------------------------------------------------------|
 PQ1560| PID    Reference Object                     Distance      Geod. Az  |
 PQ1560|                                                           dddmmss.s |
 PQ1560| PQ1561 4307 AC                             APPROX. 1.3 KM 1213523.6 |
 PQ1560|---------------------------------------------------------------------|
 PQ1560
 PQ1560                          SUPERSEDED SURVEY CONTROL
 PQ1560
 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: 15TUK9608766983(NAD 83)
 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_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 - April 01, 2000
 PQ1560
 PQ1560  HISTORY     - Date     Condition        Report By
 PQ1560  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1560  HISTORY     - 20000401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1558 ***********************************************************************
 PQ1558  DESIGNATION -  4307 AE
 PQ1558  PID         -  PQ1558
 PQ1558  STATE/COUNTY-  MN/MCLEOD
 PQ1558  USGS QUAD   -  BISCAY (1982)
 PQ1558
 PQ1558                         *CURRENT SURVEY CONTROL
 PQ1558  ___________________________________________________________________
 PQ1558* NAD 83(1996)-  44 51 16.81688(N)    094 19 25.48704(W)     ADJUSTED  
 PQ1558* NAVD 88     -       320.582  (meters)    1051.78   (feet)  ADJUSTED  
 PQ1558  ___________________________________________________________________
 PQ1558  X           -    -341,465.799 (meters)                     COMP
 PQ1558  Y           -  -4,516,314.040 (meters)                     COMP
 PQ1558  Z           -   4,476,120.632 (meters)                     COMP
 PQ1558  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 PQ1558  ELLIP HEIGHT-         293.16  (meters)          (12/03/03) GPS OBS
 PQ1558  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 PQ1558  DYNAMIC HT  -         320.550 (meters)    1051.67  (feet)  COMP
 PQ1558  MODELED GRAV-     980,508.8   (mgal)                       NAVD 88
 PQ1558
 PQ1558  HORZ ORDER  -  FIRST
 PQ1558  VERT ORDER  -  SECOND    CLASS I
 PQ1558  ELLP ORDER  -  FOURTH    CLASS I
 PQ1558
 PQ1558.The horizontal coordinates were established by GPS observations
 PQ1558.and adjusted by the MN DEPT OF TRANSP in December 2003..
 PQ1558
 PQ1558.The orthometric height was determined by differential leveling
 PQ1558.and adjusted by the National Geodetic Survey in June 1995..
 PQ1558
 PQ1558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1558
 PQ1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1558
 PQ1558.The ellipsoidal height was determined by GPS observations
 PQ1558.and is referenced to NAD 83.
 PQ1558
 PQ1558.The geoid height was determined by GEOID03.
 PQ1558
 PQ1558.The dynamic height is computed by dividing the NAVD 88
 PQ1558.geopotential number by the normal gravity value computed on the
 PQ1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1558.degrees latitude (g = 980.6199 gals.).
 PQ1558
 PQ1558.The modeled gravity was interpolated from observed gravity values.
 PQ1558
 PQ1558;                    North         East     Units Scale Factor Converg.
 PQ1558;SPC MN S     -   306,127.834   774,410.751   MT  0.99994101   -0 13 36.9
 PQ1558;UTM  15      - 4,967,658.716   395,405.067   MT  0.99973453   -0 56 01.5
 PQ1558
 PQ1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1558!SPC MN S     -   0.99995404  x   0.99994101  =   0.99989505
 PQ1558!UTM  15      -   0.99995404  x   0.99973453  =   0.99968858
 PQ1558
 PQ1558:                Primary Azimuth Mark                     Grid Az
 PQ1558:SPC MN S     -  4307 AD                                  134 02 59.3
 PQ1558:UTM  15      -  4307 AD                                  134 45 23.9
 PQ1558
 PQ1558|---------------------------------------------------------------------|
 PQ1558| PID    Reference Object                     Distance      Geod. Az  |
 PQ1558|                                                           dddmmss.s |
 PQ1558| PQ1560 4307 AD                             APPROX. 1.0 KM 1334922.4 |
 PQ1558| PQ1556 4307 AF                             APPROX. 1.3 KM 3184529.1 |
 PQ1558|---------------------------------------------------------------------|
 PQ1558
 PQ1558                          SUPERSEDED SURVEY CONTROL
 PQ1558
 PQ1558  NAVD 88 (12/03/03)  320.58   (m)         1051.8    (f) LEVELING    3  
 PQ1558
 PQ1558.Superseded values are not recommended for survey control.
 PQ1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1558.See file dsdata.txt to determine how the superseded data were derived.
 PQ1558
 PQ1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9540567659(NAD 83)
 PQ1558_MARKER: DV = VERTICAL CONTROL DISK
 PQ1558_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1558_SP_SET: ALUMINUM ALLOY ROD
 PQ1558_STAMPING: 4307 AE 1987
 PQ1558_MARK LOGO: MNDT  
 PQ1558_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1558+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000
 PQ1558
 PQ1558  HISTORY     - Date     Condition        Report By
 PQ1558  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1558  HISTORY     - 20001121 GOOD             MNDT
 PQ1558
 PQ1558                          STATION DESCRIPTION
 PQ1558
 PQ1558'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1558'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTHEAST OF THE CITY OF
 PQ1558'HUTCHINSON IN THE SE 1/4 OF SECTION 16, T116N, R29W, 3.65 MI
 PQ1558'(5.87 KM) SOUTHEAST ALONG TRUNK HIGHWAY 22 FROM THE SOUTH JUNCTION OF
 PQ1558'TRUNK HIGHWAY 15 (WASHINGTON STREET) IN HUTCHINSON TO A FIELD
 PQ1558'ENTRANCE ON THE RIGHT. THE MARK A STANDARD MNDT ALUMINUM VERTICAL
 PQ1558'CONTROL MONUMENT DISK STAMPED---4307 AE 1987---, IS SET ON THE TOP OF
 PQ1558'A 3/4-INCH DIAMETER BY 15-FOOT LONG DRIVEN ALUMINUM ROD THAT IS ABOUT
 PQ1558'LEVEL WITH HIGHWAY 22 AT MILEPOINT 118.1 THE MARK IS 73.5 FEET
 PQ1558'(22.4 M) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 22, 14.0 FEET
 PQ1558'(4.3 M) NORTHWEST OF THE CENTER OF A FIELD ENTRANCE AND 36.4 FEET
 PQ1558'(11.1 M) WEST OF A STEEL UNDERGROUND TELEPHONE WARNING POST.  A
 PQ1558'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1558
 PQ1558                          STATION RECOVERY (2000)
 PQ1558
 PQ1558'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1558'RECOVERED AS DESCRIBED, 9 FT (2.7 M) SOUTH OF WIT POST, FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1556 ***********************************************************************
 PQ1556  DESIGNATION -  4307 AF
 PQ1556  PID         -  PQ1556
 PQ1556  STATE/COUNTY-  MN/MCLEOD
 PQ1556  USGS QUAD   -  BISCAY (1982)
 PQ1556
 PQ1556                         *CURRENT SURVEY CONTROL
 PQ1556  ___________________________________________________________________
 PQ1556* NAD 83(1996)-  44 51 48.01294(N)    094 20 03.94642(W)     ADJUSTED  
 PQ1556* NAVD 88     -       322.967  (meters)    1059.60   (feet)  ADJUSTED  
 PQ1556  ___________________________________________________________________
 PQ1556  X           -    -342,256.678 (meters)                     COMP
 PQ1556  Y           -  -4,515,574.644 (meters)                     COMP
 PQ1556  Z           -   4,476,804.979 (meters)                     COMP
 PQ1556  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 PQ1556  ELLIP HEIGHT-         295.57  (meters)          (12/03/03) GPS OBS
 PQ1556  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 PQ1556  DYNAMIC HT  -         322.936 (meters)    1059.50  (feet)  COMP
 PQ1556  MODELED GRAV-     980,510.3   (mgal)                       NAVD 88
 PQ1556
 PQ1556  HORZ ORDER  -  FIRST
 PQ1556  VERT ORDER  -  SECOND    CLASS I
 PQ1556  ELLP ORDER  -  FOURTH    CLASS I
 PQ1556
 PQ1556.The horizontal coordinates were established by GPS observations
 PQ1556.and adjusted by the MN DEPT OF TRANSP in December 2003..
 PQ1556
 PQ1556.The orthometric height was determined by differential leveling
 PQ1556.and adjusted by the National Geodetic Survey in June 1995..
 PQ1556
 PQ1556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1556
 PQ1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1556
 PQ1556.The ellipsoidal height was determined by GPS observations
 PQ1556.and is referenced to NAD 83.
 PQ1556
 PQ1556.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1556;SPC MN S     -   307,094.165   773,570.287   MT  0.99994195   -0 14 03.9
 PQ1556;UTM  15      - 4,968,635.143   394,576.760   MT  0.99973666   -0 56 29.1
 PQ1556
 PQ1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1556!SPC MN S     -   0.99995366  x   0.99994195  =   0.99989561
 PQ1556!UTM  15      -   0.99995366  x   0.99973666  =   0.99969033
 PQ1556
 PQ1556:                Primary Azimuth Mark                     Grid Az
 PQ1556:SPC MN S     -  4307 AE                                  138 59 05.9
 PQ1556:UTM  15      -  4307 AE                                  139 41 31.1
 PQ1556
 PQ1556|---------------------------------------------------------------------|
 PQ1556| PID    Reference Object                     Distance      Geod. Az  |
 PQ1556|                                                           dddmmss.s |
 PQ1556| PQ1558 4307 AE                             APPROX. 1.3 KM 1384502.0 |
 PQ1556|---------------------------------------------------------------------|
 PQ1556
 PQ1556                          SUPERSEDED SURVEY CONTROL
 PQ1556
 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: 15TUK9457768635(NAD 83)
 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_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 - November 20, 2000
 PQ1556
 PQ1556  HISTORY     - Date     Condition        Report By
 PQ1556  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1556  HISTORY     - 19960401 GOOD             MNDT
 PQ1556  HISTORY     - 20001120 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1555 ***********************************************************************
 PQ1555  DESIGNATION -  4307 AG
 PQ1555  PID         -  PQ1555
 PQ1555  STATE/COUNTY-  MN/MCLEOD
 PQ1555  USGS QUAD   -  BISCAY (1982)
 PQ1555
 PQ1555                         *CURRENT SURVEY CONTROL
 PQ1555  ___________________________________________________________________
 PQ1555* NAD 83(1986)-  44 52 16.     (N)    094 20 47.     (W)     SCALED    
 PQ1555* NAVD 88     -       317.751  (meters)    1042.49   (feet)  ADJUSTED  
 PQ1555  ___________________________________________________________________
 PQ1555  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 PQ1555  DYNAMIC HT  -         317.721 (meters)    1042.39  (feet)  COMP
 PQ1555  MODELED GRAV-     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
 PQ1555.and adjusted by the National Geodetic Survey in June 2004..
 PQ1555
 PQ1555.The geoid height was determined by GEOID03.
 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)  317.741  (m)         1042.46   (f) UNKNOWN     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_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 = OCTOBER  6, 2006
 PQ1554 ***********************************************************************
 PQ1554  DESIGNATION -  4307 AH
 PQ1554  PID         -  PQ1554
 PQ1554  STATE/COUNTY-  MN/MCLEOD
 PQ1554  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1554
 PQ1554                         *CURRENT SURVEY CONTROL
 PQ1554  ___________________________________________________________________
 PQ1554* NAD 83(1986)-  44 52 35.     (N)    094 21 23.     (W)     SCALED    
 PQ1554* NAVD 88     -       317.604  (meters)    1042.01   (feet)  ADJUSTED  
 PQ1554  ___________________________________________________________________
 PQ1554  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 PQ1554  DYNAMIC HT  -         317.573 (meters)    1041.90  (feet)  COMP
 PQ1554  MODELED GRAV-     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
 PQ1554.and adjusted by the National Geodetic Survey in June 1995..
 PQ1554
 PQ1554.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1552 ***********************************************************************
 PQ1552  DESIGNATION -  4307 AJ
 PQ1552  PID         -  PQ1552
 PQ1552  STATE/COUNTY-  MN/MCLEOD
 PQ1552  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1552
 PQ1552                         *CURRENT SURVEY CONTROL
 PQ1552  ___________________________________________________________________
 PQ1552* NAD 83(1986)-  44 53 02.     (N)    094 21 53.     (W)     SCALED    
 PQ1552* NAVD 88     -       318.950  (meters)    1046.42   (feet)  ADJUSTED  
 PQ1552  ___________________________________________________________________
 PQ1552  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PQ1552  DYNAMIC HT  -         318.920 (meters)    1046.32  (feet)  COMP
 PQ1552  MODELED GRAV-     980,513.7   (mgal)                       NAVD 88
 PQ1552
 PQ1552  VERT ORDER  -  SECOND    CLASS I
 PQ1552
 PQ1552.The horizontal coordinates were scaled from a topographic map and have
 PQ1552.an estimated accuracy of +/- 6 seconds.
 PQ1552
 PQ1552.The orthometric height was determined by differential leveling
 PQ1552.and adjusted by the National Geodetic Survey in June 1995..
 PQ1552
 PQ1552.The geoid height was determined by GEOID03.
 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     -   309,390.      771,190.      MT  (+/- 180 meters Scaled)
 PQ1552
 PQ1552                          SUPERSEDED SURVEY CONTROL
 PQ1552
 PQ1552.No superseded survey control is available for this station.
 PQ1552
 PQ1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK922709(NAD 83)
 PQ1552_MARKER: DV = VERTICAL CONTROL DISK
 PQ1552_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1552_SP_SET: CONCRETE SIGN BASE
 PQ1552_STAMPING: 4307 AJ 1987
 PQ1552_MARK LOGO: MNDT  
 PQ1552_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1552+STABILITY: SURFACE MOTION
 PQ1552
 PQ1552  HISTORY     - Date     Condition        Report By
 PQ1552  HISTORY     - 1987     MONUMENTED       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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CJ8107 ***********************************************************************
 CJ8107  DESIGNATION -  4307 AK
 CJ8107  PID         -  CJ8107
 CJ8107  STATE/COUNTY-  MN/MCLEOD
 CJ8107  USGS QUAD   -  BISCAY (1982)
 CJ8107
 CJ8107                         *CURRENT SURVEY CONTROL
 CJ8107  ___________________________________________________________________
 CJ8107* NAD 83(1986)-  44 52 25.     (N)    094 20 06.     (W)     SCALED    
 CJ8107* NAVD 88     -       322.530  (meters)    1058.17   (feet)  ADJUSTED  
 CJ8107  ___________________________________________________________________
 CJ8107  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 CJ8107  DYNAMIC HT  -         322.499 (meters)    1058.07  (feet)  COMP
 CJ8107  MODELED GRAV-     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
 CJ8107.and adjusted by the National Geodetic Survey in June 2004..
 CJ8107.No vertical observational check was made to the station.
 CJ8107
 CJ8107.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 CJ8110 ***********************************************************************
 CJ8110  DESIGNATION -  4307 AL
 CJ8110  PID         -  CJ8110
 CJ8110  STATE/COUNTY-  MN/MCLEOD
 CJ8110  USGS QUAD   -  HUTCHINSON EAST (1994)
 CJ8110
 CJ8110                         *CURRENT SURVEY CONTROL
 CJ8110  ___________________________________________________________________
 CJ8110* NAD 83(1986)-  44 53 13.     (N)    094 20 53.     (W)     SCALED    
 CJ8110* NAVD 88     -       327.137  (meters)    1073.28   (feet)  ADJUSTED  
 CJ8110  ___________________________________________________________________
 CJ8110  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 CJ8110  DYNAMIC HT  -         327.106 (meters)    1073.18  (feet)  COMP
 CJ8110  MODELED GRAV-     980,513.9   (mgal)                       NAVD 88
 CJ8110
 CJ8110  VERT ORDER  -  SECOND    CLASS I
 CJ8110
 CJ8110.The horizontal coordinates were scaled from a topographic map and have
 CJ8110.an estimated accuracy of +/- 6 seconds.
 CJ8110
 CJ8110.The orthometric height was determined by differential leveling
 CJ8110.and adjusted by the National Geodetic Survey in June 2004..
 CJ8110.No vertical observational check was made to the station.
 CJ8110
 CJ8110.The geoid height was determined by GEOID03.
 CJ8110
 CJ8110.The dynamic height is computed by dividing the NAVD 88
 CJ8110.geopotential number by the normal gravity value computed on the
 CJ8110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ8110.degrees latitude (g = 980.6199 gals.).
 CJ8110
 CJ8110.The modeled gravity was interpolated from observed gravity values.
 CJ8110
 CJ8110;                    North         East    Units  Estimated Accuracy
 CJ8110;SPC MN S     -   309,720.      772,510.      MT  (+/- 180 meters Scaled)
 CJ8110
 CJ8110                          SUPERSEDED SURVEY CONTROL
 CJ8110
 CJ8110.No superseded survey control is available for this station.
 CJ8110
 CJ8110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK935712(NAD 83)
 CJ8110_MARKER: DD = SURVEY DISK
 CJ8110_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ8110_STAMPING: 4307 AL 1996
 CJ8110_MARK LOGO: MNDT  
 CJ8110_PROJECTION: RECESSED 3 CENTIMETERS
 CJ8110_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ8110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ8110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ8110+SATELLITE: SATELLITE OBSERVATIONS - 1996
 CJ8110_ROD/PIPE-DEPTH:  6.1 meters
 CJ8110
 CJ8110  HISTORY     - Date     Condition        Report By
 CJ8110  HISTORY     - 1996     MONUMENTED       MNDT
 CJ8110
 CJ8110                          STATION DESCRIPTION
 CJ8110
 CJ8110'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 CJ8110'THE MARK IS 1.0 MI (1.6 KM) SE OF HUTCHINSON, 3.1 MI (5.0 KM) SE ALONG
 CJ8110'TH 22 FROM JCT OF TH 7 AND TH 22 IN HUTCHINSON TO TH 22 MP 118.95,
 CJ8110'THENCE 1.35 MI (2.17 KM) NORTH ON PAGE AVE, THENCE 0.65 MI (1.05 KM)
 CJ8110'NW ON ARCH ST, 30.0 FT (9.1 M) NORTH OF ARCH ST, 7.8 FT (2.4 M) WEST
 CJ8110'OF WEST RAIL OF RR TRACKS, 70.0 FT (21.3 M) SW OF P-POLE, 98.1 FT
 CJ8110'(29.9 M) NE OF FIRE HYDRANT, 1.6 FT (0.5 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CJ8113 ***********************************************************************
 CJ8113  DESIGNATION -  4307 AM
 CJ8113  PID         -  CJ8113
 CJ8113  STATE/COUNTY-  MN/MCLEOD
 CJ8113  USGS QUAD   -  BISCAY (1982)
 CJ8113
 CJ8113                         *CURRENT SURVEY CONTROL
 CJ8113  ___________________________________________________________________
 CJ8113* NAD 83(1986)-  44 51 44.     (N)    094 20 11.     (W)     SCALED    
 CJ8113* NAVD 88     -       321.653  (meters)    1055.29   (feet)  ADJUSTED  
 CJ8113  ___________________________________________________________________
 CJ8113  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CJ8113  DYNAMIC HT  -         321.622 (meters)    1055.19  (feet)  COMP
 CJ8113  MODELED GRAV-     980,510.2   (mgal)                       NAVD 88
 CJ8113
 CJ8113  VERT ORDER  -  SECOND    CLASS I
 CJ8113
 CJ8113.The horizontal coordinates were scaled from a topographic map and have
 CJ8113.an estimated accuracy of +/- 6 seconds.
 CJ8113
 CJ8113.The orthometric height was determined by differential leveling
 CJ8113.and adjusted by the National Geodetic Survey in June 2004..
 CJ8113.No vertical observational check was made to the station.
 CJ8113
 CJ8113.The geoid height was determined by GEOID03.
 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     -   306,970.      773,420.      MT  (+/- 180 meters Scaled)
 CJ8113
 CJ8113                          SUPERSEDED SURVEY CONTROL
 CJ8113
 CJ8113.No superseded survey control is available for this station.
 CJ8113
 CJ8113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK944685(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 CJ8113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ8113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ8113+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1996
 CJ8113
 CJ8113  HISTORY     - Date     Condition        Report By
 CJ8113  HISTORY     - 1992     MONUMENTED       MNDT
 CJ8113  HISTORY     - 19960401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9245 ***********************************************************************
 DF9245  DESIGNATION -  4307 AN
 DF9245  PID         -  DF9245
 DF9245  STATE/COUNTY-  MN/MCLEOD
 DF9245  USGS QUAD   -  GLENCOE (1982)
 DF9245
 DF9245                         *CURRENT SURVEY CONTROL
 DF9245  ___________________________________________________________________
 DF9245* NAD 83(1996)-  44 47 26.12683(N)    094 10 54.99332(W)     ADJUSTED  
 DF9245* NAVD 88     -       315.50   (meters)    1035.1    (feet)  LEVELING  
 DF9245  ___________________________________________________________________
 DF9245  X           -    -330,652.953 (meters)                     COMP
 DF9245  Y           -  -4,522,148.284 (meters)                     COMP
 DF9245  Z           -   4,471,065.720 (meters)                     COMP
 DF9245  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DF9245  ELLIP HEIGHT-         287.92  (meters)          (12/03/03) GPS OBS
 DF9245  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DF9245
 DF9245  HORZ ORDER  -  FIRST
 DF9245  VERT ORDER  -  THIRD ?
 DF9245  ELLP ORDER  -  FOURTH    CLASS I
 DF9245
 DF9245.The horizontal coordinates were established by GPS observations
 DF9245.and adjusted by the MN DEPT OF TRANSP in December 2003..
 DF9245
 DF9245.The orthometric height was determined by differential leveling.
 DF9245.The vertical network tie was performed by a horz. field party for horz.
 DF9245.obs reductions. Reset procedures were used to establish the elevation.
 DF9245
 DF9245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9245
 DF9245.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9245
 DF9245.The ellipsoidal height was determined by GPS observations
 DF9245.and is referenced to NAD 83.
 DF9245
 DF9245.The geoid height was determined by GEOID03.
 DF9245
 DF9245;                    North         East     Units Scale Factor Converg.
 DF9245;SPC MN S     -   298,972.460   785,603.195   MT  0.99993475   -0 07 39.1
 DF9245;UTM  15      - 4,960,367.557   406,506.085   MT  0.99970749   -0 49 57.9
 DF9245
 DF9245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9245!SPC MN S     -   0.99995486  x   0.99993475  =   0.99988961
 DF9245!UTM  15      -   0.99995486  x   0.99970749  =   0.99966236
 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 2250218.2 |
 DF9245|---------------------------------------------------------------------|
 DF9245
 DF9245                          SUPERSEDED SURVEY CONTROL
 DF9245
 DF9245.No superseded survey control is available for this station.
 DF9245
 DF9245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0650660368(NAD 83)
 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 - 2000
 DF9245_ROD/PIPE-DEPTH: 10.7 meters
 DF9245
 DF9245  HISTORY     - Date     Condition        Report By
 DF9245  HISTORY     - 2000     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9246 ***********************************************************************
 DF9246  DESIGNATION -  4307 AP
 DF9246  PID         -  DF9246
 DF9246  STATE/COUNTY-  MN/MCLEOD
 DF9246  USGS QUAD   -  GLENCOE (1982)
 DF9246
 DF9246                         *CURRENT SURVEY CONTROL
 DF9246  ___________________________________________________________________
 DF9246* NAD 83(1996)-  44 47 28.63922(N)    094 09 56.61606(W)     ADJUSTED  
 DF9246* NAVD 88     -       312.85   (meters)    1026.4    (feet)  LEVELING  
 DF9246  ___________________________________________________________________
 DF9246  X           -    -329,368.971 (meters)                     COMP
 DF9246  Y           -  -4,522,185.312 (meters)                     COMP
 DF9246  Z           -   4,471,118.895 (meters)                     COMP
 DF9246  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DF9246  ELLIP HEIGHT-         285.27  (meters)          (12/03/03) GPS OBS
 DF9246  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DF9246
 DF9246  HORZ ORDER  -  FIRST
 DF9246  VERT ORDER  -  THIRD ?
 DF9246  ELLP ORDER  -  FOURTH    CLASS I
 DF9246
 DF9246.The horizontal coordinates were established by GPS observations
 DF9246.and adjusted by the MN DEPT OF TRANSP in December 2003..
 DF9246
 DF9246.The orthometric height was determined by differential leveling.
 DF9246.The vertical network tie was performed by a horz. field party for horz.
 DF9246.obs reductions. Reset procedures were used to establish the elevation.
 DF9246
 DF9246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9246
 DF9246.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9246
 DF9246.The ellipsoidal height was determined by GPS observations
 DF9246.and is referenced to NAD 83.
 DF9246
 DF9246.The geoid height was determined by GEOID03.
 DF9246
 DF9246;                    North         East     Units Scale Factor Converg.
 DF9246;SPC MN S     -   299,047.280   786,886.487   MT  0.99993481   -0 06 58.2
 DF9246;UTM  15      - 4,960,426.564   407,789.907   MT  0.99970456   -0 49 16.8
 DF9246
 DF9246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9246!SPC MN S     -   0.99995527  x   0.99993481  =   0.99989009
 DF9246!UTM  15      -   0.99995527  x   0.99970456  =   0.99965985
 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.No superseded survey control is available for this station.
 DF9246
 DF9246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0779060427(NAD 83)
 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 - 2000
 DF9246_ROD/PIPE-DEPTH:  6.1 meters
 DF9246
 DF9246  HISTORY     - Date     Condition        Report By
 DF9246  HISTORY     - 2000     MONUMENTED       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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9257 ***********************************************************************
 DF9257  DESIGNATION -  4307 AQ
 DF9257  PID         -  DF9257
 DF9257  STATE/COUNTY-  MN/MCLEOD
 DF9257  USGS QUAD   -  GLENCOE (1982)
 DF9257
 DF9257                         *CURRENT SURVEY CONTROL
 DF9257  ___________________________________________________________________
 DF9257* NAD 83(1996)-  44 47 24.64808(N)    094 07 49.48605(W)     ADJUSTED  
 DF9257* NAVD 88     -       308.90   (meters)    1013.4    (feet)  LEVELING  
 DF9257  ___________________________________________________________________
 DF9257  X           -    -326,587.739 (meters)                     COMP
 DF9257  Y           -  -4,522,471.245 (meters)                     COMP
 DF9257  Z           -   4,471,028.680 (meters)                     COMP
 DF9257  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 DF9257  ELLIP HEIGHT-         281.33  (meters)          (12/03/03) GPS OBS
 DF9257  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DF9257
 DF9257  HORZ ORDER  -  FIRST
 DF9257  VERT ORDER  -  THIRD ?
 DF9257  ELLP ORDER  -  FOURTH    CLASS I
 DF9257
 DF9257.The horizontal coordinates were established by GPS observations
 DF9257.and adjusted by the MN DEPT OF TRANSP in December 2003..
 DF9257
 DF9257.The orthometric height was determined by differential leveling.
 DF9257.The vertical network tie was performed by a horz. field party for horz.
 DF9257.obs reductions. Reset procedures were used to establish the elevation.
 DF9257
 DF9257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9257
 DF9257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9257
 DF9257.The ellipsoidal height was determined by GPS observations
 DF9257.and is referenced to NAD 83.
 DF9257
 DF9257.The geoid height was determined by GEOID03.
 DF9257
 DF9257;                    North         East     Units Scale Factor Converg.
 DF9257;SPC MN S     -   298,919.025   789,680.583   MT  0.99993471   -0 05 29.1
 DF9257;UTM  15      - 4,960,263.972   410,581.561   MT  0.99969832   -0 47 47.2
 DF9257
 DF9257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9257!SPC MN S     -   0.99995589  x   0.99993471  =   0.99989060
 DF9257!UTM  15      -   0.99995589  x   0.99969832  =   0.99965423
 DF9257
 DF9257:                Primary Azimuth Mark                     Grid Az
 DF9257:SPC MN S     -  4307 AR                                  185 14 48.0
 DF9257:UTM  15      -  4307 AR                                  185 57 06.1
 DF9257
 DF9257|---------------------------------------------------------------------|
 DF9257| PID    Reference Object                     Distance      Geod. Az  |
 DF9257|                                                           dddmmss.s |
 DF9257| DF9258 4307 AR                             APPROX. 1.0 KM 1850918.9 |
 DF9257|---------------------------------------------------------------------|
 DF9257
 DF9257                          SUPERSEDED SURVEY CONTROL
 DF9257
 DF9257.No superseded survey control is available for this station.
 DF9257
 DF9257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1058260264(NAD 83)
 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 - 2000
 DF9257_ROD/PIPE-DEPTH:  6.1 meters
 DF9257
 DF9257  HISTORY     - Date     Condition        Report By
 DF9257  HISTORY     - 2000     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9258 ***********************************************************************
 DF9258  DESIGNATION -  4307 AR
 DF9258  PID         -  DF9258
 DF9258  STATE/COUNTY-  MN/MCLEOD
 DF9258  USGS QUAD   -  GLENCOE (1982)
 DF9258
 DF9258                         *CURRENT SURVEY CONTROL
 DF9258  ___________________________________________________________________
 DF9258* NAD 83(1996)-  44 46 52.20241(N)    094 07 53.59611(W)     ADJUSTED  
 DF9258* NAVD 88     -       308.49   (meters)    1012.1    (feet)  LEVELING  
 DF9258  ___________________________________________________________________
 DF9258  X           -    -326,728.668 (meters)                     COMP
 DF9258  Y           -  -4,523,168.191 (meters)                     COMP
 DF9258  Z           -   4,470,317.500 (meters)                     COMP
 DF9258  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 DF9258  ELLIP HEIGHT-         280.91  (meters)          (12/03/03) GPS OBS
 DF9258  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DF9258
 DF9258  HORZ ORDER  -  FIRST
 DF9258  VERT ORDER  -  THIRD ?
 DF9258  ELLP ORDER  -  FOURTH    CLASS I
 DF9258
 DF9258.The horizontal coordinates were established by GPS observations
 DF9258.and adjusted by the MN DEPT OF TRANSP in December 2003..
 DF9258
 DF9258.The orthometric height was determined by differential leveling.
 DF9258.The vertical network tie was performed by a horz. field party for horz.
 DF9258.obs reductions. Reset procedures were used to establish the elevation.
 DF9258
 DF9258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9258
 DF9258.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9258
 DF9258.The ellipsoidal height was determined by GPS observations
 DF9258.and is referenced to NAD 83.
 DF9258
 DF9258.The geoid height was determined by GEOID03.
 DF9258
 DF9258;                    North         East     Units Scale Factor Converg.
 DF9258;SPC MN S     -   297,917.679   789,588.631   MT  0.99993393   -0 05 32.0
 DF9258;UTM  15      - 4,959,264.069   410,477.320   MT  0.99969855   -0 47 49.6
 DF9258
 DF9258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9258!SPC MN S     -   0.99995596  x   0.99993393  =   0.99988989
 DF9258!UTM  15      -   0.99995596  x   0.99969855  =   0.99965452
 DF9258
 DF9258:                Primary Azimuth Mark                     Grid Az
 DF9258:SPC MN S     -  4307 AQ                                  005 14 48.0
 DF9258:UTM  15      -  4307 AQ                                  005 57 05.6
 DF9258
 DF9258|---------------------------------------------------------------------|
 DF9258| PID    Reference Object                     Distance      Geod. Az  |
 DF9258|                                                           dddmmss.s |
 DF9258| DF9257 4307 AQ                             APPROX. 1.0 KM 0050916.0 |
 DF9258|---------------------------------------------------------------------|
 DF9258
 DF9258                          SUPERSEDED SURVEY CONTROL
 DF9258
 DF9258.No superseded survey control is available for this station.
 DF9258
 DF9258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1047759264(NAD 83)
 DF9258_MARKER: DD = SURVEY DISK
 DF9258_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9258_STAMPING: 4307 AP 2000
 DF9258_MARK LOGO: MNDT  
 DF9258_PROJECTION: RECESSED 3 CENTIMETERS
 DF9258_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9258+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DF9258_ROD/PIPE-DEPTH:  4.6 meters
 DF9258
 DF9258  HISTORY     - Date     Condition        Report By
 DF9258  HISTORY     - 2000     MONUMENTED       MNDT
 DF9258
 DF9258                          STATION DESCRIPTION
 DF9258
 DF9258'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF9258'1 MI (1.6 KM) NE OF GLENCOE, 2.6 MI (4.2 KM) NW ALONG TH 22 FROM JCT
 DF9258'OF TH 22 AND CO RD 3 AT NW EDGE OF GLENCOE TO TH 22 MP 110.6, THEN
 DF9258'3.65 MI (5.87 KM) EAST ON CO RD 15, THEN 0.6 MI (1.0 KM) SOUTH ON CO
 DF9258'RD 3 (FALCON AVE) , 46 FT (14.0 M) WEST OF CO RD 3, 7.5 FT (2.3 M)
 DF9258'NORTH OF P-POLE, 3.5 FT (1.1 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1571 ***********************************************************************
 PQ1571  DESIGNATION -  4307 E
 PQ1571  PID         -  PQ1571
 PQ1571  STATE/COUNTY-  MN/MCLEOD
 PQ1571  USGS QUAD   -  GLENCOE (1982)
 PQ1571
 PQ1571                         *CURRENT SURVEY CONTROL
 PQ1571  ___________________________________________________________________
 PQ1571* NAD 83(1996)-  44 47 55.49586(N)    094 14 17.05451(W)     ADJUSTED  
 PQ1571* NAVD 88     -       310.932  (meters)    1020.12   (feet)  ADJUSTED  
 PQ1571  ___________________________________________________________________
 PQ1571  X           -    -335,035.337 (meters)                     COMP
 PQ1571  Y           -  -4,521,181.945 (meters)                     COMP
 PQ1571  Z           -   4,471,705.890 (meters)                     COMP
 PQ1571  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 PQ1571  ELLIP HEIGHT-         283.37  (meters)          (12/03/03) GPS OBS
 PQ1571  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 PQ1571  DYNAMIC HT  -         310.899 (meters)    1020.01  (feet)  COMP
 PQ1571  MODELED GRAV-     980,500.8   (mgal)                       NAVD 88
 PQ1571
 PQ1571  HORZ ORDER  -  FIRST
 PQ1571  VERT ORDER  -  SECOND    CLASS I
 PQ1571  ELLP ORDER  -  FOURTH    CLASS I
 PQ1571
 PQ1571.The horizontal coordinates were established by GPS observations
 PQ1571.and adjusted by the MN DEPT OF TRANSP in December 2003..
 PQ1571
 PQ1571.The orthometric height was determined by differential leveling
 PQ1571.and adjusted by the National Geodetic Survey in June 1995..
 PQ1571
 PQ1571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1571
 PQ1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1571
 PQ1571.The ellipsoidal height was determined by GPS observations
 PQ1571.and is referenced to NAD 83.
 PQ1571
 PQ1571.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1571;SPC MN S     -   299,890.395   781,164.526   MT  0.99993547   -0 10 00.7
 PQ1571;UTM  15      - 4,961,339.852   402,080.037   MT  0.99971790   -0 52 20.8
 PQ1571
 PQ1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1571!SPC MN S     -   0.99995557  x   0.99993547  =   0.99989105
 PQ1571!UTM  15      -   0.99995557  x   0.99971790  =   0.99967348
 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  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: 15TVK0208061340(NAD 83)
 PQ1571_MARKER: DB = BENCH MARK DISK
 PQ1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1571_SP_SET: CONCRETE POST
 PQ1571_STAMPING: 4307 E 1987
 PQ1571_MARK LOGO: MNHD  
 PQ1571_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PQ1571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1571+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000
 PQ1571
 PQ1571  HISTORY     - Date     Condition        Report By
 PQ1571  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1571  HISTORY     - 20001121 GOOD             MNDT
 PQ1571
 PQ1571                          STATION DESCRIPTION
 PQ1571
 PQ1571'DESCRIBED BY MN DEPT OF TRANSP 1987
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1567 ***********************************************************************
 PQ1567  DESIGNATION -  4307 F
 PQ1567  PID         -  PQ1567
 PQ1567  STATE/COUNTY-  MN/MCLEOD
 PQ1567  USGS QUAD   -  BISCAY (1982)
 PQ1567
 PQ1567                         *CURRENT SURVEY CONTROL
 PQ1567  ___________________________________________________________________
 PQ1567* NAD 83(1986)-  44 48 45.     (N)    094 15 34.     (W)     SCALED    
 PQ1567* NAVD 88     -       309.505  (meters)    1015.43   (feet)  ADJUSTED  
 PQ1567  ___________________________________________________________________
 PQ1567  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 PQ1567  DYNAMIC HT  -         309.472 (meters)    1015.33  (feet)  COMP
 PQ1567  MODELED GRAV-     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
 PQ1567.and adjusted by the National Geodetic Survey in June 1995..
 PQ1567
 PQ1567.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1565 ***********************************************************************
 PQ1565  DESIGNATION -  4307 G
 PQ1565  PID         -  PQ1565
 PQ1565  STATE/COUNTY-  MN/MCLEOD
 PQ1565  USGS QUAD   -  BISCAY (1982)
 PQ1565
 PQ1565                         *CURRENT SURVEY CONTROL
 PQ1565  ___________________________________________________________________
 PQ1565* NAD 83(1986)-  44 49 06.     (N)    094 16 01.     (W)     SCALED    
 PQ1565* NAVD 88     -       309.781  (meters)    1016.34   (feet)  ADJUSTED  
 PQ1565  ___________________________________________________________________
 PQ1565  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 PQ1565  DYNAMIC HT  -         309.748 (meters)    1016.23  (feet)  COMP
 PQ1565  MODELED GRAV-     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
 PQ1565.and adjusted by the National Geodetic Survey in June 1995..
 PQ1565
 PQ1565.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1553 ***********************************************************************
 PQ1553  DESIGNATION -  4307 O
 PQ1553  PID         -  PQ1553
 PQ1553  STATE/COUNTY-  MN/MCLEOD
 PQ1553  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1553
 PQ1553                         *CURRENT SURVEY CONTROL
 PQ1553  ___________________________________________________________________
 PQ1553* NAD 83(1986)-  44 52 39.     (N)    094 21 32.     (W)     SCALED    
 PQ1553* NAVD 88     -       316.491  (meters)    1038.35   (feet)  ADJUSTED  
 PQ1553  ___________________________________________________________________
 PQ1553  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 PQ1553  DYNAMIC HT  -         316.461 (meters)    1038.26  (feet)  COMP
 PQ1553  MODELED GRAV-     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
 PQ1553.and adjusted by the National Geodetic Survey in June 1995..
 PQ1553
 PQ1553.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1578 ***********************************************************************
 PQ1578  DESIGNATION -  4307 P
 PQ1578  PID         -  PQ1578
 PQ1578  STATE/COUNTY-  MN/MCLEOD
 PQ1578  USGS QUAD   -  GLENCOE (1982)
 PQ1578
 PQ1578                         *CURRENT SURVEY CONTROL
 PQ1578  ___________________________________________________________________
 PQ1578* NAD 83(1986)-  44 46 00.     (N)    094 09 30.     (W)     SCALED    
 PQ1578* NAVD 88     -       304.760  (meters)     999.87   (feet)  ADJUSTED  
 PQ1578  ___________________________________________________________________
 PQ1578  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 PQ1578  DYNAMIC HT  -         304.726 (meters)     999.76  (feet)  COMP
 PQ1578  MODELED GRAV-     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
 PQ1578.and adjusted by the National Geodetic Survey in June 1995..
 PQ1578
 PQ1578.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 PQ1578_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1578_SP_SET: CONCRETE BASE OF STEEL SIGN POST
 PQ1578_STAMPING: 4307 P 1987
 PQ1578_MARK LOGO: MNDT  
 PQ1578_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1578+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000
 PQ1578
 PQ1578  HISTORY     - Date     Condition        Report By
 PQ1578  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1578  HISTORY     - 20001121 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1577 ***********************************************************************
 PQ1577  DESIGNATION -  4307 Q
 PQ1577  PID         -  PQ1577
 PQ1577  STATE/COUNTY-  MN/MCLEOD
 PQ1577  USGS QUAD   -  GLENCOE (1982)
 PQ1577
 PQ1577                         *CURRENT SURVEY CONTROL
 PQ1577  ___________________________________________________________________
 PQ1577* NAD 83(1996)-  44 46 18.17167(N)    094 09 55.72189(W)     ADJUSTED  
 PQ1577* NAVD 88     -       309.249  (meters)    1014.59   (feet)  ADJUSTED  
 PQ1577  ___________________________________________________________________
 PQ1577  X           -    -329,460.484 (meters)                     COMP
 PQ1577  Y           -  -4,523,712.444 (meters)                     COMP
 PQ1577  Z           -   4,469,572.284 (meters)                     COMP
 PQ1577  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 PQ1577  ELLIP HEIGHT-         281.64  (meters)          (12/03/03) GPS OBS
 PQ1577  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 PQ1577  DYNAMIC HT  -         309.215 (meters)    1014.48  (feet)  COMP
 PQ1577  MODELED GRAV-     980,497.9   (mgal)                       NAVD 88
 PQ1577
 PQ1577  HORZ ORDER  -  FIRST
 PQ1577  VERT ORDER  -  SECOND    CLASS I
 PQ1577  ELLP ORDER  -  FOURTH    CLASS I
 PQ1577
 PQ1577.The horizontal coordinates were established by GPS observations
 PQ1577.and adjusted by the MN DEPT OF TRANSP in December 2003..
 PQ1577
 PQ1577.The orthometric height was determined by differential leveling
 PQ1577.and adjusted by the National Geodetic Survey in June 1995..
 PQ1577
 PQ1577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1577
 PQ1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1577
 PQ1577.The ellipsoidal height was determined by GPS observations
 PQ1577.and is referenced to NAD 83.
 PQ1577
 PQ1577.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1577;SPC MN S     -   296,872.143   786,901.738   MT  0.99993314   -0 06 57.6
 PQ1577;UTM  15      - 4,958,251.903   407,778.394   MT  0.99970458   -0 49 15.2
 PQ1577
 PQ1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1577!SPC MN S     -   0.99995584  x   0.99993314  =   0.99988899
 PQ1577!UTM  15      -   0.99995584  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  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: 15TVK0777858252(NAD 83)
 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_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 - November 22, 2000
 PQ1577
 PQ1577  HISTORY     - Date     Condition        Report By
 PQ1577  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1577  HISTORY     - 20001122 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1576 ***********************************************************************
 PQ1576  DESIGNATION -  4307 R
 PQ1576  PID         -  PQ1576
 PQ1576  STATE/COUNTY-  MN/MCLEOD
 PQ1576  USGS QUAD   -  GLENCOE (1982)
 PQ1576
 PQ1576                         *CURRENT SURVEY CONTROL
 PQ1576  ___________________________________________________________________
 PQ1576* NAD 83(1996)-  44 46 33.60677(N)    094 10 48.30348(W)     ADJUSTED  
 PQ1576* NAVD 88     -       311.094  (meters)    1020.65   (feet)  ADJUSTED  
 PQ1576  ___________________________________________________________________
 PQ1576  X           -    -330,589.305 (meters)                     COMP
 PQ1576  Y           -  -4,523,294.928 (meters)                     COMP
 PQ1576  Z           -   4,469,911.845 (meters)                     COMP
 PQ1576  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 PQ1576  ELLIP HEIGHT-         283.50  (meters)          (12/03/03) GPS OBS
 PQ1576  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 PQ1576  DYNAMIC HT  -         311.060 (meters)    1020.54  (feet)  COMP
 PQ1576  MODELED GRAV-     980,498.4   (mgal)                       NAVD 88
 PQ1576
 PQ1576  HORZ ORDER  -  FIRST
 PQ1576  VERT ORDER  -  SECOND    CLASS I
 PQ1576  ELLP ORDER  -  FOURTH    CLASS I
 PQ1576
 PQ1576.The horizontal coordinates were established by GPS observations
 PQ1576.and adjusted by the MN DEPT OF TRANSP in December 2003..
 PQ1576
 PQ1576.The orthometric height was determined by differential leveling
 PQ1576.and adjusted by the National Geodetic Survey in June 1995..
 PQ1576
 PQ1576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1576
 PQ1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1576
 PQ1576.The ellipsoidal height was determined by GPS observations
 PQ1576.and is referenced to NAD 83.
 PQ1576
 PQ1576.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1576;SPC MN S     -   297,351.016   785,746.667   MT  0.99993350   -0 07 34.4
 PQ1576;UTM  15      - 4,958,744.839   406,629.563   MT  0.99970720   -0 49 52.5
 PQ1576
 PQ1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1576!SPC MN S     -   0.99995555  x   0.99993350  =   0.99988905
 PQ1576!UTM  15      -   0.99995555  x   0.99970720  =   0.99966276
 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 3080541.3 |
 PQ1576| DF9245 4307 AN                             APPROX. 1.6 KM 3544901.9 |
 PQ1576|---------------------------------------------------------------------|
 PQ1576
 PQ1576                          SUPERSEDED SURVEY CONTROL
 PQ1576
 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: 15TVK0663058745(NAD 83)
 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_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 - November 21, 2000
 PQ1576
 PQ1576  HISTORY     - Date     Condition        Report By
 PQ1576  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1576  HISTORY     - 20001121 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1575 ***********************************************************************
 PQ1575  DESIGNATION -  4307 S
 PQ1575  PID         -  PQ1575
 PQ1575  STATE/COUNTY-  MN/MCLEOD
 PQ1575  USGS QUAD   -  GLENCOE (1982)
 PQ1575
 PQ1575                         *CURRENT SURVEY CONTROL
 PQ1575  ___________________________________________________________________
 PQ1575* NAD 83(1996)-  44 46 58.79424(N)    094 11 33.42053(W)     ADJUSTED  
 PQ1575* NAVD 88     -       312.392  (meters)    1024.91   (feet)  ADJUSTED  
 PQ1575  ___________________________________________________________________
 PQ1575  X           -    -331,538.720 (meters)                     COMP
 PQ1575  Y           -  -4,522,677.211 (meters)                     COMP
 PQ1575  Z           -   4,470,464.676 (meters)                     COMP
 PQ1575  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 PQ1575  ELLIP HEIGHT-         284.80  (meters)          (12/03/03) GPS OBS
 PQ1575  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 PQ1575  DYNAMIC HT  -         312.357 (meters)    1024.79  (feet)  COMP
 PQ1575  MODELED GRAV-     980,499.0   (mgal)                       NAVD 88
 PQ1575
 PQ1575  HORZ ORDER  -  FIRST
 PQ1575  VERT ORDER  -  SECOND    CLASS I
 PQ1575  ELLP ORDER  -  FOURTH    CLASS I
 PQ1575
 PQ1575.The horizontal coordinates were established by GPS observations
 PQ1575.and adjusted by the MN DEPT OF TRANSP in December 2003..
 PQ1575
 PQ1575.The orthometric height was determined by differential leveling
 PQ1575.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PQ1575
 PQ1575.The ellipsoidal height was determined by GPS observations
 PQ1575.and is referenced to NAD 83.
 PQ1575
 PQ1575.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1575;SPC MN S     -   298,130.729   784,756.576   MT  0.99993409   -0 08 06.0
 PQ1575;UTM  15      - 4,959,536.498   405,649.363   MT  0.99970947   -0 50 24.6
 PQ1575
 PQ1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1575!SPC MN S     -   0.99995535  x   0.99993409  =   0.99988944
 PQ1575!UTM  15      -   0.99995535  x   0.99970947  =   0.99966483
 PQ1575
 PQ1575:                Primary Azimuth Mark                     Grid Az
 PQ1575:SPC MN S     -  4307 AN                                  045 09 57.1
 PQ1575:UTM  15      -  4307 AN                                  045 52 15.7
 PQ1575
 PQ1575|---------------------------------------------------------------------|
 PQ1575| PID    Reference Object                     Distance      Geod. Az  |
 PQ1575|                                                           dddmmss.s |
 PQ1575| DF9245 4307 AN                             APPROX. 1.2 KM 0450151.1 |
 PQ1575| PQ1576 4307 R                              APPROX. 1.3 KM 1280509.6 |
 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  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_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_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 - November 21, 2000
 PQ1575
 PQ1575  HISTORY     - Date     Condition        Report By
 PQ1575  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1575  HISTORY     - 20001121 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1574 ***********************************************************************
 PQ1574  DESIGNATION -  4307 T
 PQ1574  PID         -  PQ1574
 PQ1574  STATE/COUNTY-  MN/MCLEOD
 PQ1574  USGS QUAD   -  GLENCOE (1982)
 PQ1574
 PQ1574                         *CURRENT SURVEY CONTROL
 PQ1574  ___________________________________________________________________
 PQ1574* NAD 83(1996)-  44 47 21.28178(N)    094 12 05.64783(W)     ADJUSTED  
 PQ1574* NAVD 88     -       315.683  (meters)    1035.70   (feet)  ADJUSTED  
 PQ1574  ___________________________________________________________________
 PQ1574  X           -    -332,209.692 (meters)                     COMP
 PQ1574  Y           -  -4,522,139.972 (meters)                     COMP
 PQ1574  Z           -   4,470,959.699 (meters)                     COMP
 PQ1574  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 PQ1574  ELLIP HEIGHT-         288.10  (meters)          (12/03/03) GPS OBS
 PQ1574  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 PQ1574  DYNAMIC HT  -         315.649 (meters)    1035.59  (feet)  COMP
 PQ1574  MODELED GRAV-     980,499.6   (mgal)                       NAVD 88
 PQ1574
 PQ1574  HORZ ORDER  -  FIRST
 PQ1574  VERT ORDER  -  SECOND    CLASS I
 PQ1574  ELLP ORDER  -  FOURTH    CLASS I
 PQ1574
 PQ1574.The horizontal coordinates were established by GPS observations
 PQ1574.and adjusted by the MN DEPT OF TRANSP in December 2003..
 PQ1574
 PQ1574.The orthometric height was determined by differential leveling
 PQ1574.and adjusted by the National Geodetic Survey in June 1995..
 PQ1574
 PQ1574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1574
 PQ1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1574
 PQ1574.The ellipsoidal height was determined by GPS observations
 PQ1574.and is referenced to NAD 83.
 PQ1574
 PQ1574.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1574;SPC MN S     -   298,826.552   784,049.838   MT  0.99993463   -0 08 28.6
 PQ1574;UTM  15      - 4,960,240.809   404,951.400   MT  0.99971109   -0 50 47.7
 PQ1574
 PQ1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1574!SPC MN S     -   0.99995483  x   0.99993463  =   0.99988946
 PQ1574!UTM  15      -   0.99995483  x   0.99971109  =   0.99966593
 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  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: 15TVK0495160241(NAD 83)
 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_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 - November 21, 2000
 PQ1574
 PQ1574  HISTORY     - Date     Condition        Report By
 PQ1574  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1574  HISTORY     - 20001121 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1573 ***********************************************************************
 PQ1573  DESIGNATION -  4307 U
 PQ1573  PID         -  PQ1573
 PQ1573  STATE/COUNTY-  MN/MCLEOD
 PQ1573  USGS QUAD   -  GLENCOE (1982)
 PQ1573
 PQ1573                         *CURRENT SURVEY CONTROL
 PQ1573  ___________________________________________________________________
 PQ1573* NAD 83(1986)-  44 47 33.     (N)    094 13 03.     (W)     SCALED    
 PQ1573* NAVD 88     -       311.679  (meters)    1022.57   (feet)  ADJUSTED  
 PQ1573  ___________________________________________________________________
 PQ1573  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 PQ1573  DYNAMIC HT  -         311.645 (meters)    1022.46  (feet)  COMP
 PQ1573  MODELED GRAV-     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
 PQ1573.and adjusted by the National Geodetic Survey in June 1995..
 PQ1573
 PQ1573.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1572 ***********************************************************************
 PQ1572  DESIGNATION -  4307 V
 PQ1572  PID         -  PQ1572
 PQ1572  STATE/COUNTY-  MN/MCLEOD
 PQ1572  USGS QUAD   -  GLENCOE (1982)
 PQ1572
 PQ1572                         *CURRENT SURVEY CONTROL
 PQ1572  ___________________________________________________________________
 PQ1572* NAD 83(1986)-  44 47 43.     (N)    094 13 49.     (W)     SCALED    
 PQ1572* NAVD 88     -       313.483  (meters)    1028.49   (feet)  ADJUSTED  
 PQ1572  ___________________________________________________________________
 PQ1572  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 PQ1572  DYNAMIC HT  -         313.450 (meters)    1028.38  (feet)  COMP
 PQ1572  MODELED GRAV-     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
 PQ1572.and adjusted by the National Geodetic Survey in June 1995..
 PQ1572
 PQ1572.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1570 ***********************************************************************
 PQ1570  DESIGNATION -  4307 W
 PQ1570  PID         -  PQ1570
 PQ1570  STATE/COUNTY-  MN/MCLEOD
 PQ1570  USGS QUAD   -  GLENCOE (1982)
 PQ1570
 PQ1570                         *CURRENT SURVEY CONTROL
 PQ1570  ___________________________________________________________________
 PQ1570* NAD 83(1996)-  44 48 04.80448(N)    094 14 29.50332(W)     ADJUSTED  
 PQ1570* NAVD 88     -       312.722  (meters)    1025.99   (feet)  ADJUSTED  
 PQ1570  ___________________________________________________________________
 PQ1570  X           -    -335,293.323 (meters)                     COMP
 PQ1570  Y           -  -4,520,961.054 (meters)                     COMP
 PQ1570  Z           -   4,471,911.053 (meters)                     COMP
 PQ1570  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 PQ1570  ELLIP HEIGHT-         285.16  (meters)          (12/03/03) GPS OBS
 PQ1570  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 PQ1570  DYNAMIC HT  -         312.688 (meters)    1025.88  (feet)  COMP
 PQ1570  MODELED GRAV-     980,501.1   (mgal)                       NAVD 88
 PQ1570
 PQ1570  HORZ ORDER  -  FIRST
 PQ1570  VERT ORDER  -  SECOND    CLASS I
 PQ1570  ELLP ORDER  -  FOURTH    CLASS I
 PQ1570
 PQ1570.The horizontal coordinates were established by GPS observations
 PQ1570.and adjusted by the MN DEPT OF TRANSP in December 2003..
 PQ1570
 PQ1570.The orthometric height was determined by differential leveling
 PQ1570.and adjusted by the National Geodetic Survey in June 1995..
 PQ1570
 PQ1570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1570
 PQ1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1570
 PQ1570.The ellipsoidal height was determined by GPS observations
 PQ1570.and is referenced to NAD 83.
 PQ1570
 PQ1570.The geoid height was determined by GEOID03.
 PQ1570
 PQ1570.The dynamic height is computed by dividing the NAVD 88
 PQ1570.geopotential number by the normal gravity value computed on the
 PQ1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1570.degrees latitude (g = 980.6199 gals.).
 PQ1570
 PQ1570.The modeled gravity was interpolated from observed gravity values.
 PQ1570
 PQ1570;                    North         East     Units Scale Factor Converg.
 PQ1570;SPC MN S     -   300,178.524   780,891.788   MT  0.99993571   -0 10 09.5
 PQ1570;UTM  15      - 4,961,631.255   401,810.927   MT  0.99971855   -0 52 29.7
 PQ1570
 PQ1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1570!SPC MN S     -   0.99995529  x   0.99993571  =   0.99989100
 PQ1570!UTM  15      -   0.99995529  x   0.99971855  =   0.99967385
 PQ1570
 PQ1570|---------------------------------------------------------------------|
 PQ1570| PID    Reference Object                     Distance      Geod. Az  |
 PQ1570|                                                           dddmmss.s |
 PQ1570| PQ1571 4307 E                              396.768 METERS 13624     |
 PQ1570|---------------------------------------------------------------------|
 PQ1570
 PQ1570                          SUPERSEDED SURVEY CONTROL
 PQ1570
 PQ1570  NAVD 88 (12/03/03)  312.72   (m)         1026.0    (f) LEVELING    3  
 PQ1570
 PQ1570.Superseded values are not recommended for survey control.
 PQ1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1570.See file dsdata.txt to determine how the superseded data were derived.
 PQ1570
 PQ1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0181161631(NAD 83)
 PQ1570_MARKER: DV = VERTICAL CONTROL DISK
 PQ1570_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1570_SP_SET: ALUMINUM ALLOY ROD
 PQ1570_STAMPING: 4307 W 1987
 PQ1570_MARK LOGO: MNDT  
 PQ1570_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1570+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000
 PQ1570
 PQ1570  HISTORY     - Date     Condition        Report By
 PQ1570  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1570  HISTORY     - 20001121 GOOD             MNDT
 PQ1570
 PQ1570                          STATION DESCRIPTION
 PQ1570
 PQ1570'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1570'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) NORTHWEST OF THE TOWN OF
 PQ1570'GLENCOE IN THE NE 1/4 OF SECTION 6, T115N, R28W, 5.0 MI (8.0 KM)
 PQ1570'WEST-NORTHWEST ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF COUNTY
 PQ1570'ROADS 3 AND 83 (13TH STREET AND HENNEPIN AVENUE) IN GLENCOE, TO A
 PQ1570'FIELD ENTRANCE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1570'MONUMENT DISK STAMPED---4307 W 1987---, IS SET ON THE TOP OF A
 PQ1570'3/4-INCH DIAMETER BY 20-FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS
 PQ1570'0.2 FOOT (6.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET
 PQ1570'(0.9 M) ABOVE THE LEVEL OF HIGHWAY 22.  THE MARK IS 75.0 FEET
 PQ1570'(22.9 M) NORTHEAST OF THE CENTERLINE OF HIGHWAY 22 AT MILEPOINT
 PQ1570'112.6, 13.0 FEET (4.0 M) NORTHWEST OF THE CENTER OF THE FIELD
 PQ1570'ENTRANCE AND 1.5 FEET (0.5 M) EAST-SOUTHEAST OF A STEEL RIGHT-OF-WAY
 PQ1570'AND WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1570
 PQ1570                          STATION RECOVERY (2000)
 PQ1570
 PQ1570'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1570'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1568 ***********************************************************************
 PQ1568  DESIGNATION -  4307 Y
 PQ1568  PID         -  PQ1568
 PQ1568  STATE/COUNTY-  MN/MCLEOD
 PQ1568  USGS QUAD   -  BISCAY (1982)
 PQ1568
 PQ1568                         *CURRENT SURVEY CONTROL
 PQ1568  ___________________________________________________________________
 PQ1568* NAD 83(1996)-  44 48 33.41941(N)    094 15 14.24925(W)     ADJUSTED  
 PQ1568* NAVD 88     -       307.796  (meters)    1009.83   (feet)  ADJUSTED  
 PQ1568  ___________________________________________________________________
 PQ1568  X           -    -336,227.634 (meters)                     COMP
 PQ1568  Y           -  -4,520,263.962 (meters)                     COMP
 PQ1568  Z           -   4,472,534.342 (meters)                     COMP
 PQ1568  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 PQ1568  ELLIP HEIGHT-         280.26  (meters)          (12/03/03) GPS OBS
 PQ1568  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 PQ1568  DYNAMIC HT  -         307.763 (meters)    1009.72  (feet)  COMP
 PQ1568  MODELED GRAV-     980,502.2   (mgal)                       NAVD 88
 PQ1568
 PQ1568  HORZ ORDER  -  FIRST
 PQ1568  VERT ORDER  -  SECOND    CLASS I
 PQ1568  ELLP ORDER  -  FOURTH    CLASS I
 PQ1568
 PQ1568.The horizontal coordinates were established by GPS observations
 PQ1568.and adjusted by the MN DEPT OF TRANSP in December 2003..
 PQ1568
 PQ1568.The orthometric height was determined by differential leveling
 PQ1568.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PQ1568
 PQ1568.The ellipsoidal height was determined by GPS observations
 PQ1568.and is referenced to NAD 83.
 PQ1568
 PQ1568.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1568;SPC MN S     -   301,064.754   779,911.198   MT  0.99993644   -0 10 40.8
 PQ1568;UTM  15      - 4,962,529.301   400,841.537   MT  0.99972091   -0 53 01.7
 PQ1568
 PQ1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1568!SPC MN S     -   0.99995606  x   0.99993644  =   0.99989250
 PQ1568!UTM  15      -   0.99995606  x   0.99972091  =   0.99967698
 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  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: 15TVK0084262529(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1568+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000
 PQ1568
 PQ1568  HISTORY     - Date     Condition        Report By
 PQ1568  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1568  HISTORY     - 20001121 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1566 ***********************************************************************
 PQ1566  DESIGNATION -  4307 Z
 PQ1566  PID         -  PQ1566
 PQ1566  STATE/COUNTY-  MN/MCLEOD
 PQ1566  USGS QUAD   -  BISCAY (1982)
 PQ1566
 PQ1566                         *CURRENT SURVEY CONTROL
 PQ1566  ___________________________________________________________________
 PQ1566* NAD 83(1996)-  44 49 02.02265(N)    094 15 57.52217(W)     ADJUSTED  
 PQ1566* NAVD 88     -       308.570  (meters)    1012.37   (feet)  ADJUSTED  
 PQ1566  ___________________________________________________________________
 PQ1566  X           -    -337,129.695 (meters)                     COMP
 PQ1566  Y           -  -4,519,573.270 (meters)                     COMP
 PQ1566  Z           -   4,473,161.292 (meters)                     COMP
 PQ1566  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 PQ1566  ELLIP HEIGHT-         281.04  (meters)          (12/03/03) GPS OBS
 PQ1566  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 PQ1566  DYNAMIC HT  -         308.537 (meters)    1012.26  (feet)  COMP
 PQ1566  MODELED GRAV-     980,503.2   (mgal)                       NAVD 88
 PQ1566
 PQ1566  HORZ ORDER  -  FIRST
 PQ1566  VERT ORDER  -  SECOND    CLASS I
 PQ1566  ELLP ORDER  -  FOURTH    CLASS I
 PQ1566
 PQ1566.The horizontal coordinates were established by GPS observations
 PQ1566.and adjusted by the MN DEPT OF TRANSP in December 2003..
 PQ1566
 PQ1566.The orthometric height was determined by differential leveling
 PQ1566.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PQ1566
 PQ1566.The ellipsoidal height was determined by GPS observations
 PQ1566.and is referenced to NAD 83.
 PQ1566
 PQ1566.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1566;SPC MN S     -   301,950.669   778,963.239   MT  0.99993720   -0 11 11.2
 PQ1566;UTM  15      - 4,963,426.634   399,904.764   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  =   0.99989314
 PQ1566!UTM  15      -   0.99995594  x   0.99972320  =   0.99967915
 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  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: 15TUK9990563427(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1475 ***********************************************************************
 PQ1475  DESIGNATION -  4308 A
 PQ1475  PID         -  PQ1475
 PQ1475  STATE/COUNTY-  MN/MCLEOD
 PQ1475  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1475
 PQ1475                         *CURRENT SURVEY CONTROL
 PQ1475  ___________________________________________________________________
 PQ1475* NAD 83(1986)-  44 58 47.     (N)    094 30 06.     (W)     SCALED    
 PQ1475* NAVD 88     -       329.719  (meters)    1081.75   (feet)  ADJUSTED  
 PQ1475  ___________________________________________________________________
 PQ1475  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 PQ1475  DYNAMIC HT  -         329.696 (meters)    1081.68  (feet)  COMP
 PQ1475  MODELED GRAV-     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
 PQ1475.and adjusted by the National Geodetic Survey in June 1995..
 PQ1475
 PQ1475.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 PQ1475_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 PQ1474 ***********************************************************************
 PQ1474  DESIGNATION -  4308 B
 PQ1474  PID         -  PQ1474
 PQ1474  STATE/COUNTY-  MN/MCLEOD
 PQ1474  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1474
 PQ1474                         *CURRENT SURVEY CONTROL
 PQ1474  ___________________________________________________________________
 PQ1474* NAD 83(1986)-  44 57 54.     (N)    094 30 05.     (W)     SCALED    
 PQ1474* NAVD 88     -       331.927  (meters)    1089.00   (feet)  ADJUSTED  
 PQ1474  ___________________________________________________________________
 PQ1474  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 PQ1474  DYNAMIC HT  -         331.902 (meters)    1088.92  (feet)  COMP
 PQ1474  MODELED GRAV-     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
 PQ1474.and adjusted by the National Geodetic Survey in June 1995..
 PQ1474
 PQ1474.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1473 ***********************************************************************
 PQ1473  DESIGNATION -  4308 C
 PQ1473  PID         -  PQ1473
 PQ1473  STATE/COUNTY-  MN/MCLEOD
 PQ1473  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1473
 PQ1473                         *CURRENT SURVEY CONTROL
 PQ1473  ___________________________________________________________________
 PQ1473* NAD 83(1986)-  44 57 01.     (N)    094 30 06.     (W)     SCALED    
 PQ1473* NAVD 88     -       333.807  (meters)    1095.17   (feet)  ADJUSTED  
 PQ1473  ___________________________________________________________________
 PQ1473  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 PQ1473  DYNAMIC HT  -         333.781 (meters)    1095.08  (feet)  COMP
 PQ1473  MODELED GRAV-     980,530.6   (mgal)                       NAVD 88
 PQ1473
 PQ1473  VERT ORDER  -  SECOND    CLASS I
 PQ1473
 PQ1473.The horizontal coordinates were scaled from a topographic map and have
 PQ1473.an estimated accuracy of +/- 6 seconds.
 PQ1473
 PQ1473.The orthometric height was determined by differential leveling
 PQ1473.and adjusted by the National Geodetic Survey in June 1995..
 PQ1473
 PQ1473.The geoid height was determined by GEOID03.
 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     -   316,820.      760,410.      MT  (+/- 180 meters Scaled)
 PQ1473
 PQ1473                          SUPERSEDED SURVEY CONTROL
 PQ1473
 PQ1473.No superseded survey control is available for this station.
 PQ1473
 PQ1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK815785(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1464 ***********************************************************************
 PQ1464  DESIGNATION -  4308 D
 PQ1464  PID         -  PQ1464
 PQ1464  STATE/COUNTY-  MN/MCLEOD
 PQ1464  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1464
 PQ1464                         *CURRENT SURVEY CONTROL
 PQ1464  ___________________________________________________________________
 PQ1464* NAD 83(1986)-  44 56 32.     (N)    094 30 01.     (W)     SCALED    
 PQ1464* NAVD 88     -       337.767  (meters)    1108.16   (feet)  ADJUSTED  
 PQ1464  ___________________________________________________________________
 PQ1464  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 PQ1464  DYNAMIC HT  -         337.741 (meters)    1108.07  (feet)  COMP
 PQ1464  MODELED GRAV-     980,529.2   (mgal)                       NAVD 88
 PQ1464
 PQ1464  VERT ORDER  -  SECOND    CLASS I
 PQ1464
 PQ1464.The horizontal coordinates were scaled from a topographic map and have
 PQ1464.an estimated accuracy of +/- 6 seconds.
 PQ1464
 PQ1464.The orthometric height was determined by differential leveling
 PQ1464.and adjusted by the National Geodetic Survey in June 1995..
 PQ1464
 PQ1464.The geoid height was determined by GEOID03.
 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     -   315,930.      760,520.      MT  (+/- 180 meters Scaled)
 PQ1464
 PQ1464                          SUPERSEDED SURVEY CONTROL
 PQ1464
 PQ1464.No superseded survey control is available for this station.
 PQ1464
 PQ1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK816776(NAD 83)
 PQ1464_MARKER: DB = BENCH MARK DISK
 PQ1464_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 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 = OCTOBER  6, 2006
 PQ1492 ***********************************************************************
 PQ1492  DESIGNATION -  4308 F
 PQ1492  PID         -  PQ1492
 PQ1492  STATE/COUNTY-  MN/MCLEOD
 PQ1492  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1492
 PQ1492                         *CURRENT SURVEY CONTROL
 PQ1492  ___________________________________________________________________
 PQ1492* NAD 83(1986)-  44 53 33.     (N)    094 24 21.     (W)     SCALED    
 PQ1492* NAVD 88     -       318.091  (meters)    1043.60   (feet)  ADJUSTED  
 PQ1492  ___________________________________________________________________
 PQ1492  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 PQ1492  DYNAMIC HT  -         318.063 (meters)    1043.51  (feet)  COMP
 PQ1492  MODELED GRAV-     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
 PQ1492.and adjusted by the National Geodetic Survey in June 1995..
 PQ1492
 PQ1492.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 PQ1492_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 PQ1485 ***********************************************************************
 PQ1485  DESIGNATION -  4308 G
 PQ1485  PID         -  PQ1485
 PQ1485  STATE/COUNTY-  MN/MCLEOD
 PQ1485  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1485
 PQ1485                         *CURRENT SURVEY CONTROL
 PQ1485  ___________________________________________________________________
 PQ1485* NAD 83(1986)-  44 55 43.     (N)    094 29 21.     (W)     SCALED    
 PQ1485* NAVD 88     -       332.976  (meters)    1092.44   (feet)  ADJUSTED  
 PQ1485  ___________________________________________________________________
 PQ1485  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 PQ1485  DYNAMIC HT  -         332.950 (meters)    1092.35  (feet)  COMP
 PQ1485  MODELED GRAV-     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
 PQ1485.and adjusted by the National Geodetic Survey in June 1995..
 PQ1485
 PQ1485.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1484 ***********************************************************************
 PQ1484  DESIGNATION -  4308 H
 PQ1484  PID         -  PQ1484
 PQ1484  STATE/COUNTY-  MN/MCLEOD
 PQ1484  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1484
 PQ1484                         *CURRENT SURVEY CONTROL
 PQ1484  ___________________________________________________________________
 PQ1484* NAD 83(1986)-  44 56 10.     (N)    094 29 34.     (W)     SCALED    
 PQ1484* NAVD 88     -       337.524  (meters)    1107.36   (feet)  ADJUSTED  
 PQ1484  ___________________________________________________________________
 PQ1484  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PQ1484  DYNAMIC HT  -         337.497 (meters)    1107.27  (feet)  COMP
 PQ1484  MODELED GRAV-     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
 PQ1484.and adjusted by the National Geodetic Survey in June 1995..
 PQ1484
 PQ1484.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1486 ***********************************************************************
 PQ1486  DESIGNATION -  4308 J
 PQ1486  PID         -  PQ1486
 PQ1486  STATE/COUNTY-  MN/MCLEOD
 PQ1486  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1486
 PQ1486                         *CURRENT SURVEY CONTROL
 PQ1486  ___________________________________________________________________
 PQ1486* NAD 83(1986)-  44 55 24.     (N)    094 28 28.     (W)     SCALED    
 PQ1486* NAVD 88     -       329.356  (meters)    1080.56   (feet)  ADJUSTED  
 PQ1486  ___________________________________________________________________
 PQ1486  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PQ1486  DYNAMIC HT  -         329.329 (meters)    1080.47  (feet)  COMP
 PQ1486  MODELED GRAV-     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
 PQ1486.and adjusted by the National Geodetic Survey in June 1995..
 PQ1486
 PQ1486.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1487 ***********************************************************************
 PQ1487  DESIGNATION -  4308 K
 PQ1487  PID         -  PQ1487
 PQ1487  STATE/COUNTY-  MN/MCLEOD
 PQ1487  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1487
 PQ1487                         *CURRENT SURVEY CONTROL
 PQ1487  ___________________________________________________________________
 PQ1487* NAD 83(1986)-  44 55 03.     (N)    094 27 38.     (W)     SCALED    
 PQ1487* NAVD 88     -       326.743  (meters)    1071.99   (feet)  ADJUSTED  
 PQ1487  ___________________________________________________________________
 PQ1487  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 PQ1487  DYNAMIC HT  -         326.716 (meters)    1071.90  (feet)  COMP
 PQ1487  MODELED GRAV-     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
 PQ1487.and adjusted by the National Geodetic Survey in June 1995..
 PQ1487
 PQ1487.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1488 ***********************************************************************
 PQ1488  DESIGNATION -  4308 L
 PQ1488  PID         -  PQ1488
 PQ1488  STATE/COUNTY-  MN/MCLEOD
 PQ1488  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1488
 PQ1488                         *CURRENT SURVEY CONTROL
 PQ1488  ___________________________________________________________________
 PQ1488* NAD 83(1986)-  44 54 48.     (N)    094 27 17.     (W)     SCALED    
 PQ1488* NAVD 88     -       325.496  (meters)    1067.90   (feet)  ADJUSTED  
 PQ1488  ___________________________________________________________________
 PQ1488  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 PQ1488  DYNAMIC HT  -         325.468 (meters)    1067.81  (feet)  COMP
 PQ1488  MODELED GRAV-     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
 PQ1488.and adjusted by the National Geodetic Survey in June 1995..
 PQ1488
 PQ1488.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1489 ***********************************************************************
 PQ1489  DESIGNATION -  4308 M
 PQ1489  PID         -  PQ1489
 PQ1489  STATE/COUNTY-  MN/MCLEOD
 PQ1489  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1489
 PQ1489                         *CURRENT SURVEY CONTROL
 PQ1489  ___________________________________________________________________
 PQ1489* NAD 83(1986)-  44 54 19.     (N)    094 26 25.     (W)     SCALED    
 PQ1489* NAVD 88     -       324.372  (meters)    1064.21   (feet)  ADJUSTED  
 PQ1489  ___________________________________________________________________
 PQ1489  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 PQ1489  DYNAMIC HT  -         324.344 (meters)    1064.12  (feet)  COMP
 PQ1489  MODELED GRAV-     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
 PQ1489.and adjusted by the National Geodetic Survey in June 1995..
 PQ1489
 PQ1489.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1490 ***********************************************************************
 PQ1490  DESIGNATION -  4308 N
 PQ1490  PID         -  PQ1490
 PQ1490  STATE/COUNTY-  MN/MCLEOD
 PQ1490  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1490
 PQ1490                         *CURRENT SURVEY CONTROL
 PQ1490  ___________________________________________________________________
 PQ1490* NAD 83(1986)-  44 53 51.     (N)    094 25 54.     (W)     SCALED    
 PQ1490* NAVD 88     -       323.087  (meters)    1059.99   (feet)  ADJUSTED  
 PQ1490  ___________________________________________________________________
 PQ1490  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 PQ1490  DYNAMIC HT  -         323.059 (meters)    1059.90  (feet)  COMP
 PQ1490  MODELED GRAV-     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
 PQ1490.and adjusted by the National Geodetic Survey in June 1995..
 PQ1490
 PQ1490.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1491 ***********************************************************************
 PQ1491  DESIGNATION -  4308 P
 PQ1491  PID         -  PQ1491
 PQ1491  STATE/COUNTY-  MN/MCLEOD
 PQ1491  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1491
 PQ1491                         *CURRENT SURVEY CONTROL
 PQ1491  ___________________________________________________________________
 PQ1491* NAD 83(1986)-  44 53 37.     (N)    094 25 14.     (W)     SCALED    
 PQ1491* NAVD 88     -       323.832  (meters)    1062.44   (feet)  ADJUSTED  
 PQ1491  ___________________________________________________________________
 PQ1491  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 PQ1491  DYNAMIC HT  -         323.803 (meters)    1062.34  (feet)  COMP
 PQ1491  MODELED GRAV-     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
 PQ1491.and adjusted by the National Geodetic Survey in June 1995..
 PQ1491
 PQ1491.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1493 ***********************************************************************
 PQ1493  DESIGNATION -  4308 Q
 PQ1493  PID         -  PQ1493
 PQ1493  STATE/COUNTY-  MN/MCLEOD
 PQ1493  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1493
 PQ1493                         *CURRENT SURVEY CONTROL
 PQ1493  ___________________________________________________________________
 PQ1493* NAD 83(1986)-  44 53 31.     (N)    094 23 39.     (W)     SCALED    
 PQ1493* NAVD 88     -       323.684  (meters)    1061.95   (feet)  ADJUSTED  
 PQ1493  ___________________________________________________________________
 PQ1493  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 PQ1493  DYNAMIC HT  -         323.655 (meters)    1061.86  (feet)  COMP
 PQ1493  MODELED GRAV-     980,516.8   (mgal)                       NAVD 88
 PQ1493
 PQ1493  VERT ORDER  -  SECOND    CLASS I
 PQ1493
 PQ1493.The horizontal coordinates were scaled from a topographic map and have
 PQ1493.an estimated accuracy of +/- 6 seconds.
 PQ1493
 PQ1493.The orthometric height was determined by differential leveling
 PQ1493.and adjusted by the National Geodetic Survey in June 1995..
 PQ1493
 PQ1493.The geoid height was determined by GEOID03.
 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     -   310,290.      768,870.      MT  (+/- 180 meters Scaled)
 PQ1493
 PQ1493                          SUPERSEDED SURVEY CONTROL
 PQ1493
 PQ1493.No superseded survey control is available for this station.
 PQ1493
 PQ1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK899718(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 PQ1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1493
 PQ1493  HISTORY     - Date     Condition        Report By
 PQ1493  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1493  HISTORY     - 19850909 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1494 ***********************************************************************
 PQ1494  DESIGNATION -  4308 Q 1
 PQ1494  PID         -  PQ1494
 PQ1494  STATE/COUNTY-  MN/MCLEOD
 PQ1494  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1494
 PQ1494                         *CURRENT SURVEY CONTROL
 PQ1494  ___________________________________________________________________
 PQ1494* NAD 83(1986)-  44 53 25.     (N)    094 23 35.     (W)     SCALED    
 PQ1494* NAVD 88     -       323.737  (meters)    1062.13   (feet)  ADJUSTED  
 PQ1494  ___________________________________________________________________
 PQ1494  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 PQ1494  DYNAMIC HT  -         323.708 (meters)    1062.03  (feet)  COMP
 PQ1494  MODELED GRAV-     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
 PQ1494.and adjusted by the National Geodetic Survey in June 1995..
 PQ1494
 PQ1494.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1495 ***********************************************************************
 PQ1495  DESIGNATION -  4308 R
 PQ1495  PID         -  PQ1495
 PQ1495  STATE/COUNTY-  MN/MCLEOD
 PQ1495  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1495
 PQ1495                         *CURRENT SURVEY CONTROL
 PQ1495  ___________________________________________________________________
 PQ1495* NAD 83(1986)-  44 53 40.     (N)    094 22 51.     (W)     SCALED    
 PQ1495* NAVD 88     -       318.687  (meters)    1045.56   (feet)  ADJUSTED  
 PQ1495  ___________________________________________________________________
 PQ1495  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 PQ1495  DYNAMIC HT  -         318.658 (meters)    1045.46  (feet)  COMP
 PQ1495  MODELED GRAV-     980,516.3   (mgal)                       NAVD 88
 PQ1495
 PQ1495  VERT ORDER  -  SECOND    CLASS I
 PQ1495
 PQ1495.The horizontal coordinates were scaled from a topographic map and have
 PQ1495.an estimated accuracy of +/- 6 seconds.
 PQ1495
 PQ1495.The orthometric height was determined by differential leveling
 PQ1495.and adjusted by the National Geodetic Survey in June 1995..
 PQ1495
 PQ1495.The geoid height was determined by GEOID03.
 PQ1495
 PQ1495.The dynamic height is computed by dividing the NAVD 88
 PQ1495.geopotential number by the normal gravity value computed on the
 PQ1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1495.degrees latitude (g = 980.6199 gals.).
 PQ1495
 PQ1495.The modeled gravity was interpolated from observed gravity values.
 PQ1495
 PQ1495;                    North         East    Units  Estimated Accuracy
 PQ1495;SPC MN S     -   310,570.      769,920.      MT  (+/- 180 meters Scaled)
 PQ1495
 PQ1495                          SUPERSEDED SURVEY CONTROL
 PQ1495
 PQ1495.No superseded survey control is available for this station.
 PQ1495
 PQ1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK909721(NAD 83)
 PQ1495_MARKER: DV = VERTICAL CONTROL DISK
 PQ1495_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1495_SP_SET: ALUMINUM ALLOY ROD
 PQ1495_STAMPING: 4308 R 1984
 PQ1495_MARK LOGO: MNDT  
 PQ1495_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1495
 PQ1495  HISTORY     - Date     Condition        Report By
 PQ1495  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1495  HISTORY     - 19850909 GOOD             MNDT
 PQ1495
 PQ1495                          STATION DESCRIPTION
 PQ1495
 PQ1495'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1495'THE MARK IS LOCATED IN THE CITY OF HUTCHINSON, IN THE SE 1/4 OF
 PQ1495'SECTION 36, T117N, R30W, 0.6 MI (1.0 KM) WEST ALONG TRUNK HIGHWAY 7
 PQ1495'AND 22 FROM THE JUNCTION OF HIGHWAYS 7, 22, AND 15 IN HUTCHINSON,
 PQ1495'THENCE 0.15 MI (0.24 KM) SOUTH ALONG 3RD AVENUE NW, AT A CURVE IN THE
 PQ1495'ROAD, 78.5 FT (23.9 M) SOUTH OF THE SOUTH RAIL OF A RAILWAY, 6.3 FT
 PQ1495'(1.9 M) NORTH OF A 6-FOOT HIGH CYCLONE FENCE, 4.3 FT (1.3 M) EAST OF
 PQ1495'THE WEST LEG OF A SIGN (GOPHER CAMPFIRE CONSERVATION CLUB), AND 2.6
 PQ1495'FT (0.8 M) SOUTHEAST OF A LARGE ROCK, AND 6.0 FT (1.8 M)
 PQ1495'NORTH-NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PQ1495'MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4308 R
 PQ1495'1984---, IS FORCED ONTO THE TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH
 PQ1495'DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE
 PQ1495'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1551 ***********************************************************************
 PQ1551  DESIGNATION -  4309 A
 PQ1551  PID         -  PQ1551
 PQ1551  STATE/COUNTY-  MN/MCLEOD
 PQ1551  USGS QUAD   -  NEW AUBURN (1982)
 PQ1551
 PQ1551                         *CURRENT SURVEY CONTROL
 PQ1551  ___________________________________________________________________
 PQ1551* NAD 83(1986)-  44 44 22.     (N)    094 13 24.     (W)     SCALED    
 PQ1551* NAVD 88     -       311.199  (meters)    1020.99   (feet)  ADJUSTED  
 PQ1551  ___________________________________________________________________
 PQ1551  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 PQ1551  DYNAMIC HT  -         311.164 (meters)    1020.88  (feet)  COMP
 PQ1551  MODELED GRAV-     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
 PQ1551.and adjusted by the National Geodetic Survey in June 1995..
 PQ1551
 PQ1551.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1550 ***********************************************************************
 PQ1550  DESIGNATION -  4309 B
 PQ1550  PID         -  PQ1550
 PQ1550  STATE/COUNTY-  MN/MCLEOD
 PQ1550  USGS QUAD   -  NEW AUBURN (1982)
 PQ1550
 PQ1550                         *CURRENT SURVEY CONTROL
 PQ1550  ___________________________________________________________________
 PQ1550* NAD 83(1986)-  44 44 22.     (N)    094 14 31.     (W)     SCALED    
 PQ1550* NAVD 88     -       311.280  (meters)    1021.26   (feet)  ADJUSTED  
 PQ1550  ___________________________________________________________________
 PQ1550  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 PQ1550  DYNAMIC HT  -         311.245 (meters)    1021.14  (feet)  COMP
 PQ1550  MODELED GRAV-     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
 PQ1550.and adjusted by the National Geodetic Survey in June 1995..
 PQ1550
 PQ1550.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1546 ***********************************************************************
 PQ1546  DESIGNATION -  4309 C
 PQ1546  PID         -  PQ1546
 PQ1546  STATE/COUNTY-  MN/MCLEOD
 PQ1546  USGS QUAD   -  BROWNTON (1982)
 PQ1546
 PQ1546                         *CURRENT SURVEY CONTROL
 PQ1546  ___________________________________________________________________
 PQ1546* NAD 83(1986)-  44 44 10.     (N)    094 17 21.     (W)     SCALED    
 PQ1546* NAVD 88     -       311.339  (meters)    1021.45   (feet)  ADJUSTED  
 PQ1546  ___________________________________________________________________
 PQ1546  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 PQ1546  DYNAMIC HT  -         311.303 (meters)    1021.33  (feet)  COMP
 PQ1546  MODELED GRAV-     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
 PQ1546.and adjusted by the National Geodetic Survey in June 1995..
 PQ1546
 PQ1546.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1545 ***********************************************************************
 PQ1545  DESIGNATION -  4309 D
 PQ1545  PID         -  PQ1545
 PQ1545  STATE/COUNTY-  MN/MCLEOD
 PQ1545  USGS QUAD   -  BROWNTON (1982)
 PQ1545
 PQ1545                         *CURRENT SURVEY CONTROL
 PQ1545  ___________________________________________________________________
 PQ1545* NAD 83(1986)-  44 43 54.     (N)    094 18 21.     (W)     SCALED    
 PQ1545* NAVD 88     -       308.986  (meters)    1013.73   (feet)  ADJUSTED  
 PQ1545  ___________________________________________________________________
 PQ1545  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 PQ1545  DYNAMIC HT  -         308.951 (meters)    1013.62  (feet)  COMP
 PQ1545  MODELED GRAV-     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
 PQ1545.and adjusted by the National Geodetic Survey in June 1995..
 PQ1545
 PQ1545.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1544 ***********************************************************************
 PQ1544  DESIGNATION -  4309 E
 PQ1544  PID         -  PQ1544
 PQ1544  STATE/COUNTY-  MN/MCLEOD
 PQ1544  USGS QUAD   -  BROWNTON (1982)
 PQ1544
 PQ1544                         *CURRENT SURVEY CONTROL
 PQ1544  ___________________________________________________________________
 PQ1544* NAD 83(1986)-  44 43 55.     (N)    094 19 03.     (W)     SCALED    
 PQ1544* NAVD 88     -       309.615  (meters)    1015.80   (feet)  ADJUSTED  
 PQ1544  ___________________________________________________________________
 PQ1544  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 PQ1544  DYNAMIC HT  -         309.580 (meters)    1015.68  (feet)  COMP
 PQ1544  MODELED GRAV-     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
 PQ1544.and adjusted by the National Geodetic Survey in June 1995..
 PQ1544
 PQ1544.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1542 ***********************************************************************
 PQ1542  DESIGNATION -  4309 F
 PQ1542  PID         -  PQ1542
 PQ1542  STATE/COUNTY-  MN/MCLEOD
 PQ1542  USGS QUAD   -  BROWNTON (1982)
 PQ1542
 PQ1542                         *CURRENT SURVEY CONTROL
 PQ1542  ___________________________________________________________________
 PQ1542* NAD 83(1986)-  44 43 55.     (N)    094 20 06.     (W)     SCALED    
 PQ1542* NAVD 88     -       316.983  (meters)    1039.97   (feet)  ADJUSTED  
 PQ1542  ___________________________________________________________________
 PQ1542  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 PQ1542  DYNAMIC HT  -         316.947 (meters)    1039.85  (feet)  COMP
 PQ1542  MODELED GRAV-     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
 PQ1542.and adjusted by the National Geodetic Survey in June 1995..
 PQ1542
 PQ1542.The geoid height was determined by GEOID03.
 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_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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1541 ***********************************************************************
 PQ1541  DESIGNATION -  4309 G
 PQ1541  PID         -  PQ1541
 PQ1541  STATE/COUNTY-  MN/MCLEOD
 PQ1541  USGS QUAD   -  BROWNTON (1982)
 PQ1541
 PQ1541                         *CURRENT SURVEY CONTROL
 PQ1541  ___________________________________________________________________
 PQ1541* NAD 83(1986)-  44 44 09.     (N)    094 21 01.     (W)     SCALED    
 PQ1541* NAVD 88     -       310.505  (meters)    1018.72   (feet)  ADJUSTED  
 PQ1541  ___________________________________________________________________
 PQ1541  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 PQ1541  DYNAMIC HT  -         310.469 (meters)    1018.60  (feet)  COMP
 PQ1541  MODELED GRAV-     980,494.5   (mgal)                       NAVD 88
 PQ1541
 PQ1541  VERT ORDER  -  SECOND    CLASS I
 PQ1541
 PQ1541.The horizontal coordinates were scaled from a topographic map and have
 PQ1541.an estimated accuracy of +/- 6 seconds.
 PQ1541
 PQ1541.The orthometric height was determined by differential leveling
 PQ1541.and adjusted by the National Geodetic Survey in June 1995..
 PQ1541
 PQ1541.The geoid height was determined by GEOID03.
 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     -   292,930.      772,260.      MT  (+/- 180 meters Scaled)
 PQ1541
 PQ1541                          SUPERSEDED SURVEY CONTROL
 PQ1541
 PQ1541.No superseded survey control is available for this station.
 PQ1541
 PQ1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK930544(NAD 83)
 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
 PQ1541  HISTORY     - Date     Condition        Report By
 PQ1541  HISTORY     - 1986     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1543 ***********************************************************************
 PQ1543  DESIGNATION -  4309 H
 PQ1543  PID         -  PQ1543
 PQ1543  STATE/COUNTY-  MN/MCLEOD
 PQ1543  USGS QUAD   -  BROWNTON (1982)
 PQ1543
 PQ1543                         *CURRENT SURVEY CONTROL
 PQ1543  ___________________________________________________________________
 PQ1543* NAD 83(1986)-  44 44 03.     (N)    094 19 30.     (W)     SCALED    
 PQ1543* NAVD 88     -       309.278  (meters)    1014.69   (feet)  ADJUSTED  
 PQ1543  ___________________________________________________________________
 PQ1543  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 PQ1543  DYNAMIC HT  -         309.242 (meters)    1014.57  (feet)  COMP
 PQ1543  MODELED GRAV-     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
 PQ1543.and adjusted by the National Geodetic Survey in June 1995..
 PQ1543
 PQ1543.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1581 ***********************************************************************
 PQ1581  DESIGNATION -  4310 A
 PQ1581  PID         -  PQ1581
 PQ1581  STATE/COUNTY-  MN/MCLEOD
 PQ1581  USGS QUAD   -  NEW AUBURN (1982)
 PQ1581
 PQ1581                         *CURRENT SURVEY CONTROL
 PQ1581  ___________________________________________________________________
 PQ1581* NAD 83(1986)-  44 44 29.     (N)    094 11 52.     (W)     SCALED    
 PQ1581* NAVD 88     -       308.124  (meters)    1010.90   (feet)  ADJUSTED  
 PQ1581  ___________________________________________________________________
 PQ1581  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 PQ1581  DYNAMIC HT  -         308.089 (meters)    1010.79  (feet)  COMP
 PQ1581  MODELED GRAV-     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
 PQ1581.and adjusted by the National Geodetic Survey in June 1995..
 PQ1581
 PQ1581.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1580 ***********************************************************************
 PQ1580  DESIGNATION -  4310 B
 PQ1580  PID         -  PQ1580
 PQ1580  STATE/COUNTY-  MN/MCLEOD
 PQ1580  USGS QUAD   -  GLENCOE (1982)
 PQ1580
 PQ1580                         *CURRENT SURVEY CONTROL
 PQ1580  ___________________________________________________________________
 PQ1580* NAD 83(1986)-  44 45 08.     (N)    094 10 21.     (W)     SCALED    
 PQ1580* NAVD 88     -       304.407  (meters)     998.71   (feet)  ADJUSTED  
 PQ1580  ___________________________________________________________________
 PQ1580  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 PQ1580  DYNAMIC HT  -         304.372 (meters)     998.59  (feet)  COMP
 PQ1580  MODELED GRAV-     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
 PQ1580.and adjusted by the National Geodetic Survey in June 1995..
 PQ1580
 PQ1580.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1579 ***********************************************************************
 PQ1579  DESIGNATION -  4310 C
 PQ1579  PID         -  PQ1579
 PQ1579  STATE/COUNTY-  MN/MCLEOD
 PQ1579  USGS QUAD   -  GLENCOE (1982)
 PQ1579
 PQ1579                         *CURRENT SURVEY CONTROL
 PQ1579  ___________________________________________________________________
 PQ1579* NAD 83(1986)-  44 45 25.     (N)    094 09 59.     (W)     SCALED    
 PQ1579* NAVD 88     -       304.235  (meters)     998.14   (feet)  ADJUSTED  
 PQ1579  ___________________________________________________________________
 PQ1579  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 PQ1579  DYNAMIC HT  -         304.201 (meters)     998.03  (feet)  COMP
 PQ1579  MODELED GRAV-     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
 PQ1579.and adjusted by the National Geodetic Survey in June 1995..
 PQ1579
 PQ1579.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0011 ***********************************************************************
 PQ0011  DESIGNATION -  4311 A
 PQ0011  PID         -  PQ0011
 PQ0011  STATE/COUNTY-  MN/MCLEOD
 PQ0011  USGS QUAD   -  WINSTED (1982)
 PQ0011
 PQ0011                         *CURRENT SURVEY CONTROL
 PQ0011  ___________________________________________________________________
 PQ0011* NAD 83(1986)-  44 55 06.     (N)    094 03 07.     (W)     SCALED    
 PQ0011* NAVD 88     -       310.348  (meters)    1018.20   (feet)  ADJUSTED  
 PQ0011  ___________________________________________________________________
 PQ0011  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 PQ0011  DYNAMIC HT  -         310.319 (meters)    1018.10  (feet)  COMP
 PQ0011  MODELED GRAV-     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
 PQ0011.and adjusted by the National Geodetic Survey in June 1991..
 PQ0011
 PQ0011.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0008 ***********************************************************************
 PQ0008  DESIGNATION -  4311 B
 PQ0008  PID         -  PQ0008
 PQ0008  STATE/COUNTY-  MN/MCLEOD
 PQ0008  USGS QUAD   -  WINSTED (1982)
 PQ0008
 PQ0008                         *CURRENT SURVEY CONTROL
 PQ0008  ___________________________________________________________________
 PQ0008* NAD 83(1986)-  44 56 45.     (N)    094 03 09.     (W)     SCALED    
 PQ0008* NAVD 88     -       308.070  (meters)    1010.73   (feet)  ADJUSTED  
 PQ0008  ___________________________________________________________________
 PQ0008  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 PQ0008  DYNAMIC HT  -         308.042 (meters)    1010.63  (feet)  COMP
 PQ0008  MODELED GRAV-     980,518.6   (mgal)                       NAVD 88
 PQ0008
 PQ0008  VERT ORDER  -  SECOND    CLASS 0
 PQ0008
 PQ0008.The horizontal coordinates were scaled from a topographic map and have
 PQ0008.an estimated accuracy of +/- 6 seconds.
 PQ0008
 PQ0008.The orthometric height was determined by differential leveling
 PQ0008.and adjusted by the National Geodetic Survey in June 1991..
 PQ0008
 PQ0008.The geoid height was determined by GEOID03.
 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     -   316,210.      795,860.      MT  (+/- 180 meters Scaled)
 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: 15TVK169774(NAD 83)
 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 = OCTOBER  6, 2006
 PQ0006 ***********************************************************************
 PQ0006  DESIGNATION -  4311 C
 PQ0006  PID         -  PQ0006
 PQ0006  STATE/COUNTY-  MN/MCLEOD
 PQ0006  USGS QUAD   -  WINSTED (1982)
 PQ0006
 PQ0006                         *CURRENT SURVEY CONTROL
 PQ0006  ___________________________________________________________________
 PQ0006* NAD 83(1986)-  44 57 23.     (N)    094 03 17.     (W)     SCALED    
 PQ0006* NAVD 88     -       309.354  (meters)    1014.94   (feet)  ADJUSTED  
 PQ0006  ___________________________________________________________________
 PQ0006  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 PQ0006  DYNAMIC HT  -         309.326 (meters)    1014.85  (feet)  COMP
 PQ0006  MODELED GRAV-     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
 PQ0006.and adjusted by the National Geodetic Survey in June 1991..
 PQ0006
 PQ0006.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG9140 ***********************************************************************
 DG9140  DESIGNATION -  4311 D
 DG9140  PID         -  DG9140
 DG9140  STATE/COUNTY-  MN/MCLEOD
 DG9140  USGS QUAD   -  WINSTED (1982)
 DG9140
 DG9140                         *CURRENT SURVEY CONTROL
 DG9140  ___________________________________________________________________
 DG9140* NAD 83(1986)-  44 53 40.     (N)    094 03 12.     (W)     SCALED    
 DG9140* NAVD 88     -       308.346  (meters)    1011.63   (feet)  ADJUSTED  
 DG9140  ___________________________________________________________________
 DG9140  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DG9140  DYNAMIC HT  -         308.317 (meters)    1011.54  (feet)  COMP
 DG9140  MODELED GRAV-     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
 DG9140.and adjusted by the National Geodetic Survey in February 2005..
 DG9140.No vertical observational check was made to the station.
 DG9140
 DG9140.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF6777 ***********************************************************************
 DF6777  DESIGNATION -  432 1
 DF6777  PID         -  DF6777
 DF6777  STATE/COUNTY-  MN/HUBBARD
 DF6777  USGS QUAD   -  STEAMBOAT LAKE (1972)
 DF6777
 DF6777                         *CURRENT SURVEY CONTROL
 DF6777  ___________________________________________________________________
 DF6777* NAD 83(1996)-  47 19 22.31751(N)    094 39 49.16273(W)     ADJUSTED  
 DF6777* NAVD 88     -       419.5    (meters)    1376.     (feet)  GPS OBS   
 DF6777  ___________________________________________________________________
 DF6777  X           -    -352,189.073 (meters)                     COMP
 DF6777  Y           -  -4,317,291.480 (meters)                     COMP
 DF6777  Z           -   4,666,458.357 (meters)                     COMP
 DF6777  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 DF6777  ELLIP HEIGHT-         391.48  (meters)          (08/04/03) GPS OBS
 DF6777  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DF6777
 DF6777  HORZ ORDER  -  FIRST
 DF6777  ELLP ORDER  -  THIRD     CLASS II
 DF6777
 DF6777.The horizontal coordinates were established by GPS observations
 DF6777.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6777
 DF6777.The orthometric height was determined by GPS observations and a
 DF6777.high-resolution geoid model.
 DF6777
 DF6777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6777
 DF6777.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6777
 DF6777.The ellipsoidal height was determined by GPS observations
 DF6777.and is referenced to NAD 83.
 DF6777
 DF6777.The geoid height was determined by GEOID03.
 DF6777
 DF6777;                    North         East     Units Scale Factor Converg.
 DF6777;SPC MN C     -   358,277.209   768,726.897   MT  1.00007113   -0 17 57.2
 DF6777;UTM  15      - 5,242,386.055   374,284.915   MT  0.99979423   -1 13 23.7
 DF6777
 DF6777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6777!SPC MN C     -   0.99993864  x   1.00007113  =   1.00000977
 DF6777!UTM  15      -   0.99993864  x   0.99979423  =   0.99973288
 DF6777
 DF6777                          SUPERSEDED SURVEY CONTROL
 DF6777
 DF6777.No superseded survey control is available for this station.
 DF6777
 DF6777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7428542386(NAD 83)
 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 = OCTOBER  6, 2006
 DF6778 ***********************************************************************
 DF6778  DESIGNATION -  432 16
 DF6778  PID         -  DF6778
 DF6778  STATE/COUNTY-  MN/HUBBARD
 DF6778  USGS QUAD   -  STEAMBOAT LAKE (1972)
 DF6778
 DF6778                         *CURRENT SURVEY CONTROL
 DF6778  ___________________________________________________________________
 DF6778* NAD 83(1996)-  47 17 02.78190(N)    094 43 40.25145(W)     ADJUSTED  
 DF6778* NAVD 88     -       440.1    (meters)    1444.     (feet)  GPS OBS   
 DF6778  ___________________________________________________________________
 DF6778  X           -    -357,287.941 (meters)                     COMP
 DF6778  Y           -  -4,320,064.700 (meters)                     COMP
 DF6778  Z           -   4,663,551.276 (meters)                     COMP
 DF6778  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 DF6778  ELLIP HEIGHT-         412.21  (meters)          (08/04/03) GPS OBS
 DF6778  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DF6778
 DF6778  HORZ ORDER  -  FIRST
 DF6778  ELLP ORDER  -  THIRD     CLASS II
 DF6778
 DF6778.The horizontal coordinates were established by GPS observations
 DF6778.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6778
 DF6778.The ellipsoidal height was determined by GPS observations
 DF6778.and is referenced to NAD 83.
 DF6778
 DF6778.The geoid height was determined by GEOID03.
 DF6778
 DF6778;                    North         East     Units Scale Factor Converg.
 DF6778;SPC MN C     -   353,995.118   763,847.984   MT  1.00005962   -0 20 44.4
 DF6778;UTM  15      - 5,238,184.308   369,338.884   MT  0.99980981   -1 16 10.8
 DF6778
 DF6778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6778!SPC MN C     -   0.99993539  x   1.00005962  =   0.99999501
 DF6778!UTM  15      -   0.99993539  x   0.99980981  =   0.99974521
 DF6778
 DF6778                          SUPERSEDED SURVEY CONTROL
 DF6778
 DF6778.No superseded survey control is available for this station.
 DF6778
 DF6778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6933938184(NAD 83)
 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 = OCTOBER  6, 2006
 DF6779 ***********************************************************************
 DF6779  DESIGNATION -  433 24
 DF6779  PID         -  DF6779
 DF6779  STATE/COUNTY-  MN/HUBBARD
 DF6779  USGS QUAD   -  GUTHRIE (1968)
 DF6779
 DF6779                         *CURRENT SURVEY CONTROL
 DF6779  ___________________________________________________________________
 DF6779* NAD 83(1996)-  47 16 00.63952(N)    094 48 01.09139(W)     ADJUSTED  
 DF6779* NAVD 88     -       413.1    (meters)    1355.     (feet)  GPS OBS   
 DF6779  ___________________________________________________________________
 DF6779  X           -    -362,867.212 (meters)                     COMP
 DF6779  Y           -  -4,320,996.182 (meters)                     COMP
 DF6779  Z           -   4,662,229.360 (meters)                     COMP
 DF6779  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 DF6779  ELLIP HEIGHT-         385.29  (meters)          (08/04/03) GPS OBS
 DF6779  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DF6779
 DF6779  HORZ ORDER  -  FIRST
 DF6779  ELLP ORDER  -  THIRD     CLASS II
 DF6779
 DF6779.The horizontal coordinates were established by GPS observations
 DF6779.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6779
 DF6779.The ellipsoidal height was determined by GPS observations
 DF6779.and is referenced to NAD 83.
 DF6779
 DF6779.The geoid height was determined by GEOID03.
 DF6779
 DF6779;                    North         East     Units Scale Factor Converg.
 DF6779;SPC MN C     -   352,111.535   758,353.039   MT  1.00005465   -0 23 53.1
 DF6779;UTM  15      - 5,236,390.034   363,815.588   MT  0.99982793   -1 19 21.2
 DF6779
 DF6779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6779!SPC MN C     -   0.99993961  x   1.00005465  =   0.99999426
 DF6779!UTM  15      -   0.99993961  x   0.99982793  =   0.99976755
 DF6779
 DF6779                          SUPERSEDED SURVEY CONTROL
 DF6779
 DF6779.No superseded survey control is available for this station.
 DF6779
 DF6779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6381636390(NAD 83)
 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 = OCTOBER  6, 2006
 DF6780 ***********************************************************************
 DF6780  DESIGNATION -  433 6
 DF6780  PID         -  DF6780
 DF6780  STATE/COUNTY-  MN/HUBBARD
 DF6780  USGS QUAD   -  FRONTENAC LAKE (1968)
 DF6780
 DF6780                         *CURRENT SURVEY CONTROL
 DF6780  ___________________________________________________________________
 DF6780* NAD 83(1996)-  47 19 05.79410(N)    094 55 07.16190(W)     ADJUSTED  
 DF6780* NAVD 88     -       440.0    (meters)    1444.     (feet)  GPS OBS   
 DF6780  ___________________________________________________________________
 DF6780  X           -    -371,433.368 (meters)                     COMP
 DF6780  Y           -  -4,316,069.063 (meters)                     COMP
 DF6780  Z           -   4,666,127.656 (meters)                     COMP
 DF6780  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DF6780  ELLIP HEIGHT-         412.21  (meters)          (08/04/03) GPS OBS
 DF6780  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DF6780
 DF6780  HORZ ORDER  -  FIRST
 DF6780  ELLP ORDER  -  THIRD     CLASS II
 DF6780
 DF6780.The horizontal coordinates were established by GPS observations
 DF6780.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6780
 DF6780.The ellipsoidal height was determined by GPS observations
 DF6780.and is referenced to NAD 83.
 DF6780
 DF6780.The geoid height was determined by GEOID03.
 DF6780
 DF6780;                    North         East     Units Scale Factor Converg.
 DF6780;SPC MN C     -   357,898.623   749,444.555   MT  1.00006974   -0 29 01.3
 DF6780;UTM  15      - 5,242,318.996   355,003.696   MT  0.99985838   -1 24 38.5
 DF6780
 DF6780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6780!SPC MN C     -   0.99993539  x   1.00006974  =   1.00000513
 DF6780!UTM  15      -   0.99993539  x   0.99985838  =   0.99979378
 DF6780
 DF6780                          SUPERSEDED SURVEY CONTROL
 DF6780
 DF6780.No superseded survey control is available for this station.
 DF6780
 DF6780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5500442319(NAD 83)
 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 = OCTOBER  6, 2006
 DF6781 ***********************************************************************
 DF6781  DESIGNATION -  434 26
 DF6781  PID         -  DF6781
 DF6781  STATE/COUNTY-  MN/HUBBARD
 DF6781  USGS QUAD   -  FRONTENAC LAKE (1968)
 DF6781
 DF6781                         *CURRENT SURVEY CONTROL
 DF6781  ___________________________________________________________________
 DF6781* NAD 83(1996)-  47 16 08.19380(N)    094 57 23.65261(W)     ADJUSTED  
 DF6781* NAVD 88     -       435.1    (meters)    1427.     (feet)  GPS OBS   
 DF6781  ___________________________________________________________________
 DF6781  X           -    -374,637.312 (meters)                     COMP
 DF6781  Y           -  -4,319,834.694 (meters)                     COMP
 DF6781  Z           -   4,662,403.960 (meters)                     COMP
 DF6781  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 DF6781  ELLIP HEIGHT-         407.46  (meters)          (08/04/03) GPS OBS
 DF6781  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DF6781
 DF6781  HORZ ORDER  -  FIRST
 DF6781  ELLP ORDER  -  THIRD     CLASS II
 DF6781
 DF6781.The horizontal coordinates were established by GPS observations
 DF6781.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6781
 DF6781.The ellipsoidal height was determined by GPS observations
 DF6781.and is referenced to NAD 83.
 DF6781
 DF6781.The geoid height was determined by GEOID03.
 DF6781
 DF6781;                    North         East     Units Scale Factor Converg.
 DF6781;SPC MN C     -   352,438.665   746,529.108   MT  1.00005525   -0 30 40.0
 DF6781;UTM  15      - 5,236,907.978   352,000.924   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  =   0.99999138
 DF6781!UTM  15      -   0.99993614  x   0.99986919  =   0.99980534
 DF6781
 DF6781                          SUPERSEDED SURVEY CONTROL
 DF6781
 DF6781.No superseded survey control is available for this station.
 DF6781
 DF6781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5200136908(NAD 83)
 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 = OCTOBER  6, 2006
 DF6782 ***********************************************************************
 DF6782  DESIGNATION -  434 9
 DF6782  PID         -  DF6782
 DF6782  STATE/COUNTY-  MN/HUBBARD
 DF6782  USGS QUAD   -  FRONTENAC LAKE (1968)
 DF6782
 DF6782                         *CURRENT SURVEY CONTROL
 DF6782  ___________________________________________________________________
 DF6782* NAD 83(1996)-  47 18 32.88511(N)    094 59 57.78469(W)     ADJUSTED  
 DF6782* NAVD 88     -       424.5    (meters)    1393.     (feet)  GPS OBS   
 DF6782  ___________________________________________________________________
 DF6782  X           -    -377,578.442 (meters)                     COMP
 DF6782  Y           -  -4,316,275.261 (meters)                     COMP
 DF6782  Z           -   4,665,427.197 (meters)                     COMP
 DF6782  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DF6782  ELLIP HEIGHT-         396.74  (meters)          (08/04/03) GPS OBS
 DF6782  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DF6782
 DF6782  HORZ ORDER  -  FIRST
 DF6782  ELLP ORDER  -  THIRD     CLASS II
 DF6782
 DF6782.The horizontal coordinates were established by GPS observations
 DF6782.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6782
 DF6782.The ellipsoidal height was determined by GPS observations
 DF6782.and is referenced to NAD 83.
 DF6782
 DF6782.The geoid height was determined by GEOID03.
 DF6782
 DF6782;                    North         East     Units Scale Factor Converg.
 DF6782;SPC MN C     -   356,936.926   743,331.423   MT  1.00006700   -0 32 31.5
 DF6782;UTM  15      - 5,241,456.540   348,877.019   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  =   1.00000481
 DF6782!UTM  15      -   0.99993782  x   0.99988068  =   0.99981850
 DF6782
 DF6782                          SUPERSEDED SURVEY CONTROL
 DF6782
 DF6782.No superseded survey control is available for this station.
 DF6782
 DF6782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4887741457(NAD 83)
 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 = OCTOBER  6, 2006
 DF6783 ***********************************************************************
 DF6783  DESIGNATION -  435 2
 DF6783  PID         -  DF6783
 DF6783  STATE/COUNTY-  MN/HUBBARD
 DF6783  USGS QUAD   -  LAKE HATTIE (1972)
 DF6783
 DF6783                         *CURRENT SURVEY CONTROL
 DF6783  ___________________________________________________________________
 DF6783* NAD 83(1996)-  47 19 19.44371(N)    095 04 19.51475(W)     ADJUSTED  
 DF6783* NAVD 88     -       450.1    (meters)    1477.     (feet)  GPS OBS   
 DF6783  ___________________________________________________________________
 DF6783  X           -    -382,963.158 (meters)                     COMP
 DF6783  Y           -  -4,314,757.102 (meters)                     COMP
 DF6783  Z           -   4,666,420.909 (meters)                     COMP
 DF6783  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 DF6783  ELLIP HEIGHT-         422.38  (meters)          (08/04/03) GPS OBS
 DF6783  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DF6783
 DF6783  HORZ ORDER  -  FIRST
 DF6783  ELLP ORDER  -  THIRD     CLASS II
 DF6783
 DF6783.The horizontal coordinates were established by GPS observations
 DF6783.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6783
 DF6783.The ellipsoidal height was determined by GPS observations
 DF6783.and is referenced to NAD 83.
 DF6783
 DF6783.The geoid height was determined by GEOID03.
 DF6783
 DF6783;                    North         East     Units Scale Factor Converg.
 DF6783;SPC MN C     -   358,429.334   737,848.741   MT  1.00007089   -0 35 40.9
 DF6783;UTM  15      - 5,243,037.302   343,420.208   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  =   1.00000468
 DF6783!UTM  15      -   0.99993380  x   0.99990131  =   0.99983512
 DF6783
 DF6783                          SUPERSEDED SURVEY CONTROL
 DF6783
 DF6783.No superseded survey control is available for this station.
 DF6783
 DF6783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4342043037(NAD 83)
 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 = OCTOBER  6, 2006
 DF6784 ***********************************************************************
 DF6784  DESIGNATION -  435 22
 DF6784  PID         -  DF6784
 DF6784  STATE/COUNTY-  MN/HUBBARD
 DF6784  USGS QUAD   -  LAKE HATTIE (1972)
 DF6784
 DF6784                         *CURRENT SURVEY CONTROL
 DF6784  ___________________________________________________________________
 DF6784* NAD 83(1996)-  47 16 58.21307(N)    095 06 01.89791(W)     ADJUSTED  
 DF6784* NAVD 88     -       454.1    (meters)    1490.     (feet)  GPS OBS   
 DF6784  ___________________________________________________________________
 DF6784  X           -    -385,390.062 (meters)                     COMP
 DF6784  Y           -  -4,317,762.266 (meters)                     COMP
 DF6784  Z           -   4,663,466.046 (meters)                     COMP
 DF6784  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 DF6784  ELLIP HEIGHT-         426.49  (meters)          (08/04/03) GPS OBS
 DF6784  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DF6784
 DF6784  HORZ ORDER  -  FIRST
 DF6784  ELLP ORDER  -  THIRD     CLASS II
 DF6784
 DF6784.The horizontal coordinates were established by GPS observations
 DF6784.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6784
 DF6784.The ellipsoidal height was determined by GPS observations
 DF6784.and is referenced to NAD 83.
 DF6784
 DF6784.The geoid height was determined by GEOID03.
 DF6784
 DF6784;                    North         East     Units Scale Factor Converg.
 DF6784;SPC MN C     -   354,090.459   735,651.888   MT  1.00005925   -0 36 54.9
 DF6784;UTM  15      - 5,238,735.288   341,153.683   MT  0.99991010   -1 32 37.0
 DF6784
 DF6784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6784!SPC MN C     -   0.99993315  x   1.00005925  =   0.99999240
 DF6784!UTM  15      -   0.99993315  x   0.99991010  =   0.99984326
 DF6784
 DF6784                          SUPERSEDED SURVEY CONTROL
 DF6784
 DF6784.No superseded survey control is available for this station.
 DF6784
 DF6784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4115438735(NAD 83)
 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 = OCTOBER  6, 2006
 DF5934 ***********************************************************************
 DF5934  DESIGNATION -  44
 DF5934  PID         -  DF5934
 DF5934  STATE/COUNTY-  MN/PINE
 DF5934  USGS QUAD   -  ASKOV LOOKOUT TOWER (1981)
 DF5934
 DF5934                         *CURRENT SURVEY CONTROL
 DF5934  ___________________________________________________________________
 DF5934* NAD 83(1996)-  46 07 42.82255(N)    092 44 21.93392(W)     ADJUSTED  
 DF5934* NAVD 88     -       332.8    (meters)    1092.     (feet)  GPS OBS   
 DF5934  ___________________________________________________________________
 DF5934  X           -    -211,642.449 (meters)                     COMP
 DF5934  Y           -  -4,423,181.044 (meters)                     COMP
 DF5934  Z           -   4,575,383.073 (meters)                     COMP
 DF5934  LAPLACE CORR-           8.13  (seconds)                    DEFLEC99
 DF5934  ELLIP HEIGHT-         305.76  (meters)          (05/27/03) GPS OBS
 DF5934  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DF5934
 DF5934  HORZ ORDER  -  FIRST
 DF5934  ELLP ORDER  -  THIRD     CLASS I
 DF5934
 DF5934.The horizontal coordinates were established by GPS observations
 DF5934.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5934
 DF5934.The orthometric height was determined by GPS observations and a
 DF5934.high-resolution geoid model.
 DF5934
 DF5934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5934
 DF5934.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5934
 DF5934.The ellipsoidal height was determined by GPS observations
 DF5934.and is referenced to NAD 83.
 DF5934
 DF5934.The geoid height was determined by GEOID03.
 DF5934
 DF5934;                    North         East     Units Scale Factor Converg.
 DF5934;SPC MN C     -   226,548.125   916,727.309   MT  0.99992848   +1 05 33.8
 DF5934;UTM  15      - 5,108,364.752   520,130.057   MT  0.99960498   +0 11 16.3
 DF5934
 DF5934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5934!SPC MN C     -   0.99995207  x   0.99992848  =   0.99988055
 DF5934!UTM  15      -   0.99995207  x   0.99960498  =   0.99955707
 DF5934
 DF5934                          SUPERSEDED SURVEY CONTROL
 DF5934
 DF5934.No superseded survey control is available for this station.
 DF5934
 DF5934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2013008365(NAD 83)
 DF5934_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5934_STAMPING: NO 44
 DF5934_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5934+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5934
 DF5934  HISTORY     - Date     Condition        Report By
 DF5934  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4769 ***********************************************************************
 DF4769  DESIGNATION -  44 GJS
 DF4769  PID         -  DF4769
 DF4769  STATE/COUNTY-  MN/DODGE
 DF4769  USGS QUAD   -  MOLAND (1962)
 DF4769
 DF4769                         *CURRENT SURVEY CONTROL
 DF4769  ___________________________________________________________________
 DF4769* NAD 83(1996)-  44 09 13.33063(N)    093 00 21.69618(W)     ADJUSTED  
 DF4769* NAVD 88     -       377.0    (meters)    1237.     (feet)  GPS OBS   
 DF4769  ___________________________________________________________________
 DF4769  X           -    -240,381.460 (meters)                     COMP
 DF4769  Y           -  -4,577,538.782 (meters)                     COMP
 DF4769  Z           -   4,420,603.544 (meters)                     COMP
 DF4769  LAPLACE CORR-          -8.81  (seconds)                    DEFLEC99
 DF4769  ELLIP HEIGHT-         348.28  (meters)          (04/02/03) GPS OBS
 DF4769  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DF4769
 DF4769  HORZ ORDER  -  FIRST
 DF4769  ELLP ORDER  -  THIRD     CLASS II
 DF4769
 DF4769.The horizontal coordinates were established by GPS observations
 DF4769.and adjusted by the MN DEPT OF TRANSP in April 2003..
 DF4769
 DF4769.The orthometric height was determined by GPS observations and a
 DF4769.high-resolution geoid model.
 DF4769
 DF4769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4769
 DF4769.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4769
 DF4769.The ellipsoidal height was determined by GPS observations
 DF4769.and is referenced to NAD 83.
 DF4769
 DF4769.The geoid height was determined by GEOID03.
 DF4769
 DF4769;                    North         East     Units Scale Factor Converg.
 DF4769;SPC MN S     -   228,673.092   879,510.013   MT  0.99994036   +0 41 48.1
 DF4769;UTM  15      - 4,888,944.537   499,518.062   MT  0.99960000   -0 00 15.1
 DF4769
 DF4769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4769!SPC MN S     -   0.99994539  x   0.99994036  =   0.99988576
 DF4769!UTM  15      -   0.99994539  x   0.99960000  =   0.99954541
 DF4769
 DF4769                          SUPERSEDED SURVEY CONTROL
 DF4769
 DF4769.No superseded survey control is available for this station.
 DF4769
 DF4769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9951888945(NAD 83)
 DF4769_MARKER: DD = SURVEY DISK
 DF4769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4769_STAMPING: 44 GJS 1964 1237
 DF4769_MARK LOGO: USGS  
 DF4769_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4769+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 DF4769
 DF4769  HISTORY     - Date     Condition        Report By
 DF4769  HISTORY     - 1964     MONUMENTED       USGS
 DF4769  HISTORY     - 20000401 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0677 ***********************************************************************
 OP0677  DESIGNATION -  44 MC
 OP0677  PID         -  OP0677
 OP0677  STATE/COUNTY-  MN/NOBLES
 OP0677  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0677
 OP0677                         *CURRENT SURVEY CONTROL
 OP0677  ___________________________________________________________________
 OP0677* NAD 83(1996)-  43 37 50.16879(N)    095 31 58.31749(W)     ADJUSTED  
 OP0677* NAVD 88     -       475.421  (meters)    1559.78   (feet)  ADJUSTED  
 OP0677  ___________________________________________________________________
 OP0677  X           -    -445,851.793 (meters)                     COMP
 OP0677  Y           -  -4,602,672.817 (meters)                     COMP
 OP0677  Z           -   4,378,785.452 (meters)                     COMP
 OP0677  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 OP0677  ELLIP HEIGHT-         448.68  (meters)          (04/27/05) GPS OBS
 OP0677  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 OP0677  DYNAMIC HT  -         475.312 (meters)    1559.42  (feet)  COMP
 OP0677  MODELED GRAV-     980,374.6   (mgal)                       NAVD 88
 OP0677
 OP0677  HORZ ORDER  -  FIRST
 OP0677  VERT ORDER  -  SECOND    CLASS I
 OP0677  ELLP ORDER  -  FOURTH    CLASS I
 OP0677
 OP0677.The horizontal coordinates were established by GPS observations
 OP0677.and adjusted by the MN DEPT OF TRANSP in April 2005..
 OP0677
 OP0677.The orthometric height was determined by differential leveling
 OP0677.and adjusted by the National Geodetic Survey in June 1991..
 OP0677
 OP0677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0677
 OP0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0677
 OP0677.The ellipsoidal height was determined by GPS observations
 OP0677.and is referenced to NAD 83.
 OP0677
 OP0677.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0677;SPC MN S     -   171,228.864   676,297.160   MT  1.00003659   -1 04 27.9
 OP0677;UTM  15      - 4,833,963.373   295,670.775   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  =   0.99996623
 OP0677!UTM  15      -   0.99992965  x   1.00011357  =   1.00004321
 OP0677
 OP0677                          SUPERSEDED SURVEY CONTROL
 OP0677
 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: 15TTJ9567133963(NAD 83)
 OP0677_MARKER: DB = BENCH MARK DISK
 OP0677_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 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 = OCTOBER  6, 2006
 DF7375 ***********************************************************************
 DF7375  DESIGNATION -  44 SEM
 DF7375  PID         -  DF7375
 DF7375  STATE/COUNTY-  MN/AITKIN
 DF7375  USGS QUAD   -  LIBBY (1980)
 DF7375
 DF7375                         *CURRENT SURVEY CONTROL
 DF7375  ___________________________________________________________________
 DF7375* NAD 83(1996)-  46 51 14.78387(N)    093 17 48.82833(W)     ADJUSTED  
 DF7375* NAVD 88     -       391.1    (meters)    1283.     (feet)  GPS OBS   
 DF7375  ___________________________________________________________________
 DF7375  X           -    -251,306.035 (meters)                     COMP
 DF7375  Y           -  -4,362,550.926 (meters)                     COMP
 DF7375  Z           -   4,630,952.890 (meters)                     COMP
 DF7375  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 DF7375  ELLIP HEIGHT-         362.44  (meters)          (08/26/03) GPS OBS
 DF7375  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DF7375
 DF7375  HORZ ORDER  -  FIRST
 DF7375  ELLP ORDER  -  THIRD     CLASS I
 DF7375
 DF7375.The horizontal coordinates were established by GPS observations
 DF7375.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF7375
 DF7375.The ellipsoidal height was determined by GPS observations
 DF7375.and is referenced to NAD 83.
 DF7375
 DF7375.The geoid height was determined by GEOID03.
 DF7375
 DF7375;                    North         East     Units Scale Factor Converg.
 DF7375;SPC MN C     -   306,519.079   872,681.864   MT  0.99996308   +0 41 22.1
 DF7375;UTM  15      - 5,188,994.502   477,366.891   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  =   0.99990627
 DF7375!UTM  15      -   0.99994319  x   0.99960630  =   0.99954951
 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.No superseded survey control is available for this station.
 DF7375
 DF7375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7736788995(NAD 83)
 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 = OCTOBER  6, 2006
 DI0742 ***********************************************************************
 DI0742  DESIGNATION -  44 SEM
 DI0742  PID         -  DI0742
 DI0742  STATE/COUNTY-  MN/ROCK
 DI0742  USGS QUAD   -  ASH CREEK (1967)
 DI0742
 DI0742                         *CURRENT SURVEY CONTROL
 DI0742  ___________________________________________________________________
 DI0742* NAD 83(1996)-  43 33 30.15289(N)    096 07 58.84432(W)     ADJUSTED  
 DI0742* NAVD 88     -       454.6    (meters)    1491.     (feet)  GPS OBS   
 DI0742  ___________________________________________________________________
 DI0742  X           -    -494,626.907 (meters)                     COMP
 DI0742  Y           -  -4,603,237.616 (meters)                     COMP
 DI0742  Z           -   4,372,959.052 (meters)                     COMP
 DI0742  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 DI0742  ELLIP HEIGHT-         428.07  (meters)          (06/28/06) GPS OBS
 DI0742  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DI0742
 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 MN DEPT OF TRANSP in June 2006..
 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 DEFLEC99 derived deflections.
 DI0742
 DI0742.The ellipsoidal height was determined by GPS observations
 DI0742.and is referenced to NAD 83.
 DI0742
 DI0742.The geoid height was determined by GEOID03.
 DI0742
 DI0742;                    North         East     Units Scale Factor Converg.
 DI0742;SPC MN S     -   164,292.506   627,665.194   MT  1.00005632   -1 29 42.3
 DI0742;UTM  14      - 4,826,818.481   731,561.271   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  =   0.99998919
 DI0742!UTM  14      -   0.99993288  x   1.00025961  =   1.00019247
 DI0742
 DI0742                          SUPERSEDED SURVEY CONTROL
 DI0742
 DI0742.No superseded survey control is available for this station.
 DI0742
 DI0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP3156126818(NAD 83)
 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 = OCTOBER  6, 2006
 DF7458 ***********************************************************************
 DF7458  DESIGNATION -  44 SEM AZ MK
 DF7458  PID         -  DF7458
 DF7458  STATE/COUNTY-  MN/AITKIN
 DF7458  USGS QUAD   -  LIBBY (1980)
 DF7458
 DF7458                         *CURRENT SURVEY CONTROL
 DF7458  ___________________________________________________________________
 DF7458* NAD 83(1996)-  46 51 14.30840(N)    093 17 06.36833(W)     ADJUSTED  
 DF7458* NAVD 88     -       395.4    (meters)    1297.     (feet)  GPS OBS   
 DF7458  ___________________________________________________________________
 DF7458  X           -    -250,408.774 (meters)                     COMP
 DF7458  Y           -  -4,362,616.217 (meters)                     COMP
 DF7458  Z           -   4,630,946.008 (meters)                     COMP
 DF7458  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 DF7458  ELLIP HEIGHT-         366.77  (meters)          (08/26/03) GPS OBS
 DF7458  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DF7458
 DF7458  HORZ ORDER  -  FIRST
 DF7458  ELLP ORDER  -  THIRD     CLASS I
 DF7458
 DF7458.The horizontal coordinates were established by GPS observations
 DF7458.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF7458
 DF7458.The ellipsoidal height was determined by GPS observations
 DF7458.and is referenced to NAD 83.
 DF7458
 DF7458.The geoid height was determined by GEOID03.
 DF7458
 DF7458;                    North         East     Units Scale Factor Converg.
 DF7458;SPC MN C     -   306,515.288   873,581.420   MT  0.99996306   +0 41 52.8
 DF7458;UTM  15      - 5,188,976.493   478,265.955   MT  0.99960581   -0 12 28.9
 DF7458
 DF7458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7458!SPC MN C     -   0.99994251  x   0.99996306  =   0.99990557
 DF7458!UTM  15      -   0.99994251  x   0.99960581  =   0.99954834
 DF7458
 DF7458:                Primary Azimuth Mark                     Grid Az
 DF7458:SPC MN C     -  44 SEM                                   270 14 29.3
 DF7458:UTM  15      -  44 SEM                                   271 08 51.0
 DF7458
 DF7458|---------------------------------------------------------------------|
 DF7458| PID    Reference Object                     Distance      Geod. Az  |
 DF7458|                                                           dddmmss.s |
 DF7458| DF7375 44 SEM                              APPROX. 0.9 KM 2705622.1 |
 DF7458|---------------------------------------------------------------------|
 DF7458
 DF7458                          SUPERSEDED SURVEY CONTROL
 DF7458
 DF7458.No superseded survey control is available for this station.
 DF7458
 DF7458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7826688976(NAD 83)
 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 = OCTOBER  6, 2006
 AJ8917 ***********************************************************************
 AJ8917  DESIGNATION -  44 T
 AJ8917  PID         -  AJ8917
 AJ8917  STATE/COUNTY-  MN/LYON
 AJ8917  USGS QUAD   -  MILROY (1962)
 AJ8917
 AJ8917                         *CURRENT SURVEY CONTROL
 AJ8917  ___________________________________________________________________
 AJ8917* NAD 83(1996)-  44 27 35.84761(N)    095 36 51.43706(W)     ADJUSTED  
 AJ8917* NAVD 88     -       337.4    (meters)    1107.     (feet)  GPS OBS   
 AJ8917  ___________________________________________________________________
 AJ8917  X           -    -446,114.358 (meters)                     COMP
 AJ8917  Y           -  -4,538,172.945 (meters)                     COMP
 AJ8917  Z           -   4,444,930.767 (meters)                     COMP
 AJ8917  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 AJ8917  ELLIP HEIGHT-         310.28  (meters)          (04/16/02) GPS OBS
 AJ8917  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AJ8917
 AJ8917  HORZ ORDER  -  FIRST
 AJ8917  ELLP ORDER  -  THIRD     CLASS I
 AJ8917
 AJ8917.The horizontal coordinates were established by GPS observations
 AJ8917.and adjusted by the MN DEPT OF TRANSP in April 2002..
 AJ8917
 AJ8917.The orthometric height was determined by GPS observations and a
 AJ8917.high-resolution geoid model.
 AJ8917
 AJ8917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8917
 AJ8917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8917
 AJ8917.The ellipsoidal height was determined by GPS observations
 AJ8917.and is referenced to NAD 83.
 AJ8917
 AJ8917.The geoid height was determined by GEOID03.
 AJ8917
 AJ8917;                    North         East     Units Scale Factor Converg.
 AJ8917;SPC MN S     -   263,486.153   671,546.871   MT  0.99992230   -1 07 53.4
 AJ8917;UTM  15      - 4,926,285.804   292,026.322   MT  1.00013195   -1 49 54.2
 AJ8917
 AJ8917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8917!SPC MN S     -   0.99995135  x   0.99992230  =   0.99987366
 AJ8917!UTM  15      -   0.99995135  x   1.00013195  =   1.00008330
 AJ8917
 AJ8917                          SUPERSEDED SURVEY CONTROL
 AJ8917
 AJ8917.No superseded survey control is available for this station.
 AJ8917
 AJ8917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9202626286(NAD 83)
 AJ8917_MARKER: DB = BENCH MARK DISK
 AJ8917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8917_STAMPING: 44 T 1960 1106
 AJ8917_MARK LOGO: USGS  
 AJ8917_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ8917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8917+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1998
 AJ8917
 AJ8917  HISTORY     - Date     Condition        Report By
 AJ8917  HISTORY     - 1960     MONUMENTED       USGS
 AJ8917  HISTORY     - 19981104 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9881 ***********************************************************************
 AH9881  DESIGNATION -  4401 B
 AH9881  PID         -  AH9881
 AH9881  STATE/COUNTY-  MN/MAHNOMEN
 AH9881  USGS QUAD   -  FAITH (1966)
 AH9881
 AH9881                         *CURRENT SURVEY CONTROL
 AH9881  ___________________________________________________________________
 AH9881* NAD 83(1986)-  47 19 30.     (N)    096 02 23.     (W)     SCALED    
 AH9881* NAVD 88     -       362.186  (meters)    1188.27   (feet)  ADJUSTED  
 AH9881  ___________________________________________________________________
 AH9881  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AH9881  DYNAMIC HT  -         362.234 (meters)    1188.43  (feet)  COMP
 AH9881  MODELED GRAV-     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
 AH9881.and adjusted by the National Geodetic Survey in June 2004..
 AH9881
 AH9881.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AF9162 ***********************************************************************
 AF9162  DESIGNATION -  4401 C
 AF9162  PID         -  AF9162
 AF9162  STATE/COUNTY-  MN/MAHNOMEN
 AF9162  USGS QUAD   -  FAITH (1966)
 AF9162
 AF9162                         *CURRENT SURVEY CONTROL
 AF9162  ___________________________________________________________________
 AF9162* NAD 83(1996)-  47 19 30.27452(N)    096 01 07.56621(W)     ADJUSTED  
 AF9162* NAVD 88     -       365.826  (meters)    1200.21   (feet)  ADJUSTED  
 AF9162  ___________________________________________________________________
 AF9162  X           -    -454,167.367 (meters)                     COMP
 AF9162  Y           -  -4,307,540.105 (meters)                     COMP
 AF9162  Z           -   4,666,586.384 (meters)                     COMP
 AF9162  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AF9162  ELLIP HEIGHT-         339.04  (meters)          (07/17/98) GPS OBS
 AF9162  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AF9162  DYNAMIC HT  -         365.876 (meters)    1200.38  (feet)  COMP
 AF9162  MODELED GRAV-     980,737.4   (mgal)                       NAVD 88
 AF9162
 AF9162  HORZ ORDER  -  FIRST
 AF9162  VERT ORDER  -  SECOND    CLASS I
 AF9162  ELLP ORDER  -  FOURTH    CLASS I
 AF9162
 AF9162.The horizontal coordinates were established by GPS observations
 AF9162.and adjusted by the National Geodetic Survey in July 1998..
 AF9162
 AF9162.The orthometric height was determined by differential leveling
 AF9162.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AF9162
 AF9162.The ellipsoidal height was determined by GPS observations
 AF9162.and is referenced to NAD 83.
 AF9162
 AF9162.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AF9162;SPC MN N     -   195,891.535   579,425.339   MT  0.99994223   -2 09 48.4
 AF9162;UTM  14      - 5,245,600.257   725,263.358   MT  1.00022366   +2 11 33.9
 AF9162;UTM  15      - 5,245,709.534   271,900.554   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  =   0.99988909
 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 53.8
 AF9162:UTM  14      -  BINA                                     354 04 31.5
 AF9162:UTM  15      -  BINA                                     358 29 18.8
 AF9162
 AF9162|---------------------------------------------------------------------|
 AF9162| PID    Reference Object                     Distance      Geod. Az  |
 AF9162|                                                           dddmmss.s |
 AF9162| AF9169 BINA                                400.272 METERS 3561605.4 |
 AF9162|---------------------------------------------------------------------|
 AF9162
 AF9162                          SUPERSEDED SURVEY CONTROL
 AF9162
 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_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 = OCTOBER  6, 2006
 AH9880 ***********************************************************************
 AH9880  DESIGNATION -  4401 D
 AH9880  PID         -  AH9880
 AH9880  STATE/COUNTY-  MN/MAHNOMEN
 AH9880  USGS QUAD   -  MAHNOMEN (1969)
 AH9880
 AH9880                         *CURRENT SURVEY CONTROL
 AH9880  ___________________________________________________________________
 AH9880* NAD 83(1986)-  47 19 36.     (N)    095 59 55.     (W)     SCALED    
 AH9880* NAVD 88     -       366.835  (meters)    1203.52   (feet)  ADJUSTED  
 AH9880  ___________________________________________________________________
 AH9880  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AH9880  DYNAMIC HT  -         366.886 (meters)    1203.69  (feet)  COMP
 AH9880  MODELED GRAV-     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
 AH9880.and adjusted by the National Geodetic Survey in June 2004..
 AH9880
 AH9880.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9882 ***********************************************************************
 AH9882  DESIGNATION -  4401 F
 AH9882  PID         -  AH9882
 AH9882  STATE/COUNTY-  MN/MAHNOMEN
 AH9882  USGS QUAD   -  FAITH (1966)
 AH9882
 AH9882                         *CURRENT SURVEY CONTROL
 AH9882  ___________________________________________________________________
 AH9882* NAD 83(1986)-  47 19 30.     (N)    096 03 19.     (W)     SCALED    
 AH9882* NAVD 88     -       352.902  (meters)    1157.81   (feet)  ADJUSTED  
 AH9882  ___________________________________________________________________
 AH9882  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AH9882  DYNAMIC HT  -         352.948 (meters)    1157.96  (feet)  COMP
 AH9882  MODELED GRAV-     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
 AH9882.and adjusted by the National Geodetic Survey in June 2004..
 AH9882
 AH9882.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9878 ***********************************************************************
 AH9878  DESIGNATION -  4402 A
 AH9878  PID         -  AH9878
 AH9878  STATE/COUNTY-  MN/MAHNOMEN
 AH9878  USGS QUAD   -  MAHNOMEN (1969)
 AH9878
 AH9878                         *CURRENT SURVEY CONTROL
 AH9878  ___________________________________________________________________
 AH9878* NAD 83(1986)-  47 19 30.     (N)    095 56 49.     (W)     SCALED    
 AH9878* NAVD 88     -       370.008  (meters)    1213.93   (feet)  ADJUSTED  
 AH9878  ___________________________________________________________________
 AH9878  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AH9878  DYNAMIC HT  -         370.056 (meters)    1214.09  (feet)  COMP
 AH9878  MODELED GRAV-     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
 AH9878.and adjusted by the National Geodetic Survey in June 2004..
 AH9878
 AH9878.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9863 ***********************************************************************
 AH9863  DESIGNATION -  4402 B
 AH9863  PID         -  AH9863
 AH9863  STATE/COUNTY-  MN/MAHNOMEN
 AH9863  USGS QUAD   -  ROY LAKE (1969)
 AH9863
 AH9863                         *CURRENT SURVEY CONTROL
 AH9863  ___________________________________________________________________
 AH9863* NAD 83(1986)-  47 19 35.     (N)    095 33 33.     (W)     SCALED    
 AH9863* NAVD 88     -       454.803  (meters)    1492.13   (feet)  ADJUSTED  
 AH9863  ___________________________________________________________________
 AH9863  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AH9863  DYNAMIC HT  -         454.837 (meters)    1492.24  (feet)  COMP
 AH9863  MODELED GRAV-     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
 AH9863.and adjusted by the National Geodetic Survey in June 2004..
 AH9863
 AH9863.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 AH9863_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 AH9864 ***********************************************************************
 AH9864  DESIGNATION -  4402 C
 AH9864  PID         -  AH9864
 AH9864  STATE/COUNTY-  MN/MAHNOMEN
 AH9864  USGS QUAD   -  ROY LAKE (1969)
 AH9864
 AH9864                         *CURRENT SURVEY CONTROL
 AH9864  ___________________________________________________________________
 AH9864* NAD 83(1986)-  47 19 30.     (N)    095 34 23.     (W)     SCALED    
 AH9864* NAVD 88     -       453.535  (meters)    1487.97   (feet)  ADJUSTED  
 AH9864  ___________________________________________________________________
 AH9864  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AH9864  DYNAMIC HT  -         453.570 (meters)    1488.09  (feet)  COMP
 AH9864  MODELED GRAV-     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
 AH9864.and adjusted by the National Geodetic Survey in June 2004..
 AH9864
 AH9864.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9866 ***********************************************************************
 AH9866  DESIGNATION -  4402 D
 AH9866  PID         -  AH9866
 AH9866  STATE/COUNTY-  MN/MAHNOMEN
 AH9866  USGS QUAD   -  NORTH TWIN LAKE (1981)
 AH9866
 AH9866                         *CURRENT SURVEY CONTROL
 AH9866  ___________________________________________________________________
 AH9866* NAD 83(1986)-  47 19 26.     (N)    095 38 05.     (W)     SCALED    
 AH9866* NAVD 88     -       470.665  (meters)    1544.17   (feet)  ADJUSTED  
 AH9866  ___________________________________________________________________
 AH9866  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AH9866  DYNAMIC HT  -         470.705 (meters)    1544.30  (feet)  COMP
 AH9866  MODELED GRAV-     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
 AH9866.and adjusted by the National Geodetic Survey in June 2004..
 AH9866
 AH9866.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9867 ***********************************************************************
 AH9867  DESIGNATION -  4402 E
 AH9867  PID         -  AH9867
 AH9867  STATE/COUNTY-  MN/MAHNOMEN
 AH9867  USGS QUAD   -  NORTH TWIN LAKE (1981)
 AH9867
 AH9867                         *CURRENT SURVEY CONTROL
 AH9867  ___________________________________________________________________
 AH9867* NAD 83(1986)-  47 19 25.     (N)    095 38 56.     (W)     SCALED    
 AH9867* NAVD 88     -       475.434  (meters)    1559.82   (feet)  ADJUSTED  
 AH9867  ___________________________________________________________________
 AH9867  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AH9867  DYNAMIC HT  -         475.475 (meters)    1559.95  (feet)  COMP
 AH9867  MODELED GRAV-     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
 AH9867.and adjusted by the National Geodetic Survey in June 2004..
 AH9867
 AH9867.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9868 ***********************************************************************
 AH9868  DESIGNATION -  4402 F
 AH9868  PID         -  AH9868
 AH9868  STATE/COUNTY-  MN/MAHNOMEN
 AH9868  USGS QUAD   -  NORTH TWIN LAKE (1981)
 AH9868
 AH9868                         *CURRENT SURVEY CONTROL
 AH9868  ___________________________________________________________________
 AH9868* NAD 83(1986)-  47 19 25.     (N)    095 41 45.     (W)     SCALED    
 AH9868* NAVD 88     -       441.946  (meters)    1449.95   (feet)  ADJUSTED  
 AH9868  ___________________________________________________________________
 AH9868  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AH9868  DYNAMIC HT  -         441.987 (meters)    1450.09  (feet)  COMP
 AH9868  MODELED GRAV-     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
 AH9868.and adjusted by the National Geodetic Survey in June 2004..
 AH9868
 AH9868.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9869 ***********************************************************************
 AH9869  DESIGNATION -  4402 G
 AH9869  PID         -  AH9869
 AH9869  STATE/COUNTY-  MN/MAHNOMEN
 AH9869  USGS QUAD   -  NORTH TWIN LAKE (1981)
 AH9869
 AH9869                         *CURRENT SURVEY CONTROL
 AH9869  ___________________________________________________________________
 AH9869* NAD 83(1986)-  47 19 26.     (N)    095 43 00.     (W)     SCALED    
 AH9869* NAVD 88     -       410.063  (meters)    1345.35   (feet)  ADJUSTED  
 AH9869  ___________________________________________________________________
 AH9869  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AH9869  DYNAMIC HT  -         410.101 (meters)    1345.47  (feet)  COMP
 AH9869  MODELED GRAV-     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
 AH9869.and adjusted by the National Geodetic Survey in June 2004..
 AH9869
 AH9869.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9870 ***********************************************************************
 AH9870  DESIGNATION -  4402 H
 AH9870  PID         -  AH9870
 AH9870  STATE/COUNTY-  MN/MAHNOMEN
 AH9870  USGS QUAD   -  NORTH TWIN LAKE (1981)
 AH9870
 AH9870                         *CURRENT SURVEY CONTROL
 AH9870  ___________________________________________________________________
 AH9870* NAD 83(1986)-  47 19 28.     (N)    095 43 53.     (W)     SCALED    
 AH9870* NAVD 88     -       411.624  (meters)    1350.47   (feet)  ADJUSTED  
 AH9870  ___________________________________________________________________
 AH9870  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AH9870  DYNAMIC HT  -         411.664 (meters)    1350.60  (feet)  COMP
 AH9870  MODELED GRAV-     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
 AH9870.and adjusted by the National Geodetic Survey in June 2004..
 AH9870
 AH9870.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9871 ***********************************************************************
 AH9871  DESIGNATION -  4402 J
 AH9871  PID         -  AH9871
 AH9871  STATE/COUNTY-  MN/MAHNOMEN
 AH9871  USGS QUAD   -  BEAULIEU (1969)
 AH9871
 AH9871                         *CURRENT SURVEY CONTROL
 AH9871  ___________________________________________________________________
 AH9871* NAD 83(1986)-  47 19 26.     (N)    095 45 22.     (W)     SCALED    
 AH9871* NAVD 88     -       417.935  (meters)    1371.18   (feet)  ADJUSTED  
 AH9871  ___________________________________________________________________
 AH9871  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AH9871  DYNAMIC HT  -         417.975 (meters)    1371.31  (feet)  COMP
 AH9871  MODELED GRAV-     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
 AH9871.and adjusted by the National Geodetic Survey in June 2004..
 AH9871
 AH9871.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9872 ***********************************************************************
 AH9872  DESIGNATION -  4402 K
 AH9872  PID         -  AH9872
 AH9872  STATE/COUNTY-  MN/MAHNOMEN
 AH9872  USGS QUAD   -  BEAULIEU (1969)
 AH9872
 AH9872                         *CURRENT SURVEY CONTROL
 AH9872  ___________________________________________________________________
 AH9872* NAD 83(1986)-  47 19 30.     (N)    095 46 36.     (W)     SCALED    
 AH9872* NAVD 88     -       399.866  (meters)    1311.89   (feet)  ADJUSTED  
 AH9872  ___________________________________________________________________
 AH9872  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AH9872  DYNAMIC HT  -         399.905 (meters)    1312.02  (feet)  COMP
 AH9872  MODELED GRAV-     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
 AH9872.and adjusted by the National Geodetic Survey in June 2004..
 AH9872
 AH9872.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9873 ***********************************************************************
 AH9873  DESIGNATION -  4402 L
 AH9873  PID         -  AH9873
 AH9873  STATE/COUNTY-  MN/MAHNOMEN
 AH9873  USGS QUAD   -  BEAULIEU (1969)
 AH9873
 AH9873                         *CURRENT SURVEY CONTROL
 AH9873  ___________________________________________________________________
 AH9873* NAD 83(1986)-  47 19 30.     (N)    095 47 22.     (W)     SCALED    
 AH9873* NAVD 88     -       404.621  (meters)    1327.49   (feet)  ADJUSTED  
 AH9873  ___________________________________________________________________
 AH9873  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AH9873  DYNAMIC HT  -         404.661 (meters)    1327.63  (feet)  COMP
 AH9873  MODELED GRAV-     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
 AH9873.and adjusted by the National Geodetic Survey in June 2004..
 AH9873
 AH9873.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9874 ***********************************************************************
 AH9874  DESIGNATION -  4402 M
 AH9874  PID         -  AH9874
 AH9874  STATE/COUNTY-  MN/MAHNOMEN
 AH9874  USGS QUAD   -  BEAULIEU (1969)
 AH9874
 AH9874                         *CURRENT SURVEY CONTROL
 AH9874  ___________________________________________________________________
 AH9874* NAD 83(1986)-  47 19 27.     (N)    095 49 32.     (W)     SCALED    
 AH9874* NAVD 88     -       384.077  (meters)    1260.09   (feet)  ADJUSTED  
 AH9874  ___________________________________________________________________
 AH9874  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AH9874  DYNAMIC HT  -         384.115 (meters)    1260.22  (feet)  COMP
 AH9874  MODELED GRAV-     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
 AH9874.and adjusted by the National Geodetic Survey in June 2004..
 AH9874
 AH9874.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9875 ***********************************************************************
 AH9875  DESIGNATION -  4402 N
 AH9875  PID         -  AH9875
 AH9875  STATE/COUNTY-  MN/MAHNOMEN
 AH9875  USGS QUAD   -  BEAULIEU (1969)
 AH9875
 AH9875                         *CURRENT SURVEY CONTROL
 AH9875  ___________________________________________________________________
 AH9875* NAD 83(1986)-  47 19 30.     (N)    095 50 49.     (W)     SCALED    
 AH9875* NAVD 88     -       386.407  (meters)    1267.74   (feet)  ADJUSTED  
 AH9875  ___________________________________________________________________
 AH9875  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AH9875  DYNAMIC HT  -         386.447 (meters)    1267.87  (feet)  COMP
 AH9875  MODELED GRAV-     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
 AH9875.and adjusted by the National Geodetic Survey in June 2004..
 AH9875
 AH9875.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9876 ***********************************************************************
 AH9876  DESIGNATION -  4402 P
 AH9876  PID         -  AH9876
 AH9876  STATE/COUNTY-  MN/MAHNOMEN
 AH9876  USGS QUAD   -  MAHNOMEN (1969)
 AH9876
 AH9876                         *CURRENT SURVEY CONTROL
 AH9876  ___________________________________________________________________
 AH9876* NAD 83(1986)-  47 19 32.     (N)    095 53 27.     (W)     SCALED    
 AH9876* NAVD 88     -       377.562  (meters)    1238.72   (feet)  ADJUSTED  
 AH9876  ___________________________________________________________________
 AH9876  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AH9876  DYNAMIC HT  -         377.606 (meters)    1238.86  (feet)  COMP
 AH9876  MODELED GRAV-     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
 AH9876.and adjusted by the National Geodetic Survey in June 2004..
 AH9876
 AH9876.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9877 ***********************************************************************
 AH9877  DESIGNATION -  4402 Q
 AH9877  PID         -  AH9877
 AH9877  STATE/COUNTY-  MN/MAHNOMEN
 AH9877  USGS QUAD   -  MAHNOMEN (1969)
 AH9877
 AH9877                         *CURRENT SURVEY CONTROL
 AH9877  ___________________________________________________________________
 AH9877* NAD 83(1986)-  47 19 34.     (N)    095 54 43.     (W)     SCALED    
 AH9877* NAVD 88     -       376.897  (meters)    1236.54   (feet)  ADJUSTED  
 AH9877  ___________________________________________________________________
 AH9877  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AH9877  DYNAMIC HT  -         376.945 (meters)    1236.69  (feet)  COMP
 AH9877  MODELED GRAV-     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
 AH9877.and adjusted by the National Geodetic Survey in June 2004..
 AH9877
 AH9877.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH9879 ***********************************************************************
 AH9879  DESIGNATION -  4402 R
 AH9879  PID         -  AH9879
 AH9879  STATE/COUNTY-  MN/MAHNOMEN
 AH9879  USGS QUAD   -  MAHNOMEN (1969)
 AH9879
 AH9879                         *CURRENT SURVEY CONTROL
 AH9879  ___________________________________________________________________
 AH9879* NAD 83(1986)-  47 19 33.     (N)    095 57 53.     (W)     SCALED    
 AH9879* NAVD 88     -       371.493  (meters)    1218.81   (feet)  ADJUSTED  
 AH9879  ___________________________________________________________________
 AH9879  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AH9879  DYNAMIC HT  -         371.542 (meters)    1218.97  (feet)  COMP
 AH9879  MODELED GRAV-     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
 AH9879.and adjusted by the National Geodetic Survey in June 2004..
 AH9879
 AH9879.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG8168 ***********************************************************************
 DG8168  DESIGNATION -  4403 A
 DG8168  PID         -  DG8168
 DG8168  STATE/COUNTY-  MN/MAHNOMEN
 DG8168  USGS QUAD   -  WAUBUN (1969)
 DG8168
 DG8168                         *CURRENT SURVEY CONTROL
 DG8168  ___________________________________________________________________
 DG8168* NAD 83(1996)-  47 09 59.97493(N)    095 55 59.69263(W)     ADJUSTED  
 DG8168* NAVD 88     -       381.952  (meters)    1253.12   (feet)  ADJUSTED  
 DG8168  ___________________________________________________________________
 DG8168  X           -    -449,075.343 (meters)                     COMP
 DG8168  Y           -  -4,321,087.408 (meters)                     COMP
 DG8168  Z           -   4,654,641.376 (meters)                     COMP
 DG8168  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 DG8168  ELLIP HEIGHT-         354.91  (meters)          (12/06/04) GPS OBS
 DG8168  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DG8168  DYNAMIC HT  -         381.981 (meters)    1253.22  (feet)  COMP
 DG8168  MODELED GRAV-     980,678.7   (mgal)                       NAVD 88
 DG8168
 DG8168  HORZ ORDER  -  FIRST
 DG8168  VERT ORDER  -  SECOND    CLASS I
 DG8168  ELLP ORDER  -  FOURTH    CLASS I
 DG8168
 DG8168.The horizontal coordinates were established by GPS observations
 DG8168.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8168
 DG8168.The orthometric height was determined by differential leveling
 DG8168.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8168
 DG8168.The ellipsoidal height was determined by GPS observations
 DG8168.and is referenced to NAD 83.
 DG8168
 DG8168.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8168;SPC MN N     -   178,051.622   585,239.917   MT  0.99997043   -2 06 00.2
 DG8168;UTM  15      - 5,227,859.335   277,699.750   MT  1.00020738   -2 09 06.9
 DG8168;UTM  14      - 5,228,248.160   732,417.333   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  =   0.99991480
 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 49.7
 DG8168:UTM  15      -  WAUBUN                                   180 10 56.4
 DG8168:UTM  14      -  WAUBUN                                   175 46 49.7
 DG8168
 DG8168|---------------------------------------------------------------------|
 DG8168| PID    Reference Object                     Distance      Geod. Az  |
 DG8168|                                                           dddmmss.s |
 DG8168| SK1038 WAUBUN                              445.551 METERS 1780149.5 |
 DG8168|---------------------------------------------------------------------|
 DG8168
 DG8168                          SUPERSEDED SURVEY CONTROL
 DG8168
 DG8168  NAVD 88 (12/06/04)  381.94   (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: 15TTN7770027859(NAD 83)
 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 = OCTOBER  6, 2006
 DG8169 ***********************************************************************
 DG8169  DESIGNATION -  4403 G
 DG8169  PID         -  DG8169
 DG8169  STATE/COUNTY-  MN/MAHNOMEN
 DG8169  USGS QUAD   -  MAHNOMEN (1969)
 DG8169
 DG8169                         *CURRENT SURVEY CONTROL
 DG8169  ___________________________________________________________________
 DG8169* NAD 83(1996)-  47 16 02.41144(N)    095 56 01.43808(W)     ADJUSTED  
 DG8169* NAVD 88     -       376.484  (meters)    1235.18   (feet)  ADJUSTED  
 DG8169  ___________________________________________________________________
 DG8169  X           -    -448,262.260 (meters)                     COMP
 DG8169  Y           -  -4,312,908.804 (meters)                     COMP
 DG8169  Z           -   4,662,240.206 (meters)                     COMP
 DG8169  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 DG8169  ELLIP HEIGHT-         349.50  (meters)          (12/06/04) GPS OBS
 DG8169  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DG8169  DYNAMIC HT  -         376.524 (meters)    1235.31  (feet)  COMP
 DG8169  MODELED GRAV-     980,706.1   (mgal)                       NAVD 88
 DG8169
 DG8169  HORZ ORDER  -  FIRST
 DG8169  VERT ORDER  -  SECOND    CLASS I
 DG8169  ELLP ORDER  -  FOURTH    CLASS I
 DG8169
 DG8169.The horizontal coordinates were established by GPS observations
 DG8169.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8169
 DG8169.The orthometric height was determined by differential leveling
 DG8169.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8169
 DG8169.The ellipsoidal height was determined by GPS observations
 DG8169.and is referenced to NAD 83.
 DG8169
 DG8169.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8169;SPC MN N     -   189,237.762   585,613.392   MT  0.99995164   -2 06 01.5
 DG8169;UTM  15      - 5,239,047.867   278,083.787   MT  1.00020527   -2 09 20.8
 DG8169;UTM  14      - 5,239,433.764   731,940.771   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  =   0.99989686
 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 04.5
 DG8169:UTM  15      -  4403 M                                   180 11 23.8
 DG8169:UTM  14      -  4403 M                                   175 46 51.3
 DG8169
 DG8169|---------------------------------------------------------------------|
 DG8169| PID    Reference Object                     Distance      Geod. Az  |
 DG8169|                                                           dddmmss.s |
 DG8169| DG8171 4403 M                              APPROX. 1.6 KM 1780203.0 |
 DG8169|---------------------------------------------------------------------|
 DG8169
 DG8169                          SUPERSEDED SURVEY CONTROL
 DG8169
 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: 15TTN7808439048(NAD 83)
 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 = OCTOBER  6, 2006
 DH9549 ***********************************************************************
 DH9549  DESIGNATION -  4403 K
 DH9549  PID         -  DH9549
 DH9549  STATE/COUNTY-  MN/BECKER
 DH9549  USGS QUAD   -  MAHNOMEN (1969)
 DH9549
 DH9549                         *CURRENT SURVEY CONTROL
 DH9549  ___________________________________________________________________
 DH9549* NAD 83(1986)-  47 18 21.     (N)    095 57 18.     (W)     SCALED    
 DH9549* NAVD 88     -       366.150  (meters)    1201.28   (feet)  ADJUSTED  
 DH9549  ___________________________________________________________________
 DH9549  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DH9549  DYNAMIC HT  -         366.195 (meters)    1201.42  (feet)  COMP
 DH9549  MODELED GRAV-     980,725.4   (mgal)                       NAVD 88
 DH9549
 DH9549  VERT ORDER  -  SECOND    CLASS I
 DH9549
 DH9549.The horizontal coordinates were scaled from a topographic map and have
 DH9549.an estimated accuracy of +/- 6 seconds.
 DH9549
 DH9549.The orthometric height was determined by differential leveling
 DH9549.and adjusted by the National Geodetic Survey in September 2006..
 DH9549
 DH9549.Photographs are available for this station.
 DH9549
 DH9549.The geoid height was determined by GEOID03.
 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 C     -   357,690.      671,070.      MT  (+/- 180 meters Scaled)
 DH9549
 DH9549                          SUPERSEDED SURVEY CONTROL
 DH9549
 DH9549.No superseded survey control is available for this station.
 DH9549
 DH9549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN766433(NAD 83)
 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 = OCTOBER  6, 2006
 DG8170 ***********************************************************************
 DG8170  DESIGNATION -  4403 L
 DG8170  PID         -  DG8170
 DG8170  STATE/COUNTY-  MN/MAHNOMEN
 DG8170  USGS QUAD   -  MAHNOMEN (1969)
 DG8170
 DG8170                         *CURRENT SURVEY CONTROL
 DG8170  ___________________________________________________________________
 DG8170* NAD 83(1996)-  47 17 48.43136(N)    095 56 37.68204(W)     ADJUSTED  
 DG8170* NAVD 88     -       368.987  (meters)    1210.58   (feet)  ADJUSTED  
 DG8170  ___________________________________________________________________
 DG8170  X           -    -448,770.466 (meters)                     COMP
 DG8170  Y           -  -4,310,432.248 (meters)                     COMP
 DG8170  Z           -   4,664,456.019 (meters)                     COMP
 DG8170  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 DG8170  ELLIP HEIGHT-         342.08  (meters)          (12/06/04) GPS OBS
 DG8170  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DG8170  DYNAMIC HT  -         369.030 (meters)    1210.73  (feet)  COMP
 DG8170  MODELED GRAV-     980,719.9   (mgal)                       NAVD 88
 DG8170
 DG8170  HORZ ORDER  -  FIRST
 DG8170  VERT ORDER  -  SECOND    CLASS I
 DG8170  ELLP ORDER  -  FOURTH    CLASS I
 DG8170
 DG8170.The horizontal coordinates were established by GPS observations
 DG8170.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8170
 DG8170.The orthometric height was determined by differential leveling
 DG8170.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8170
 DG8170.The ellipsoidal height was determined by GPS observations
 DG8170.and is referenced to NAD 83.
 DG8170
 DG8170.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8170;SPC MN N     -   192,537.493   584,972.476   MT  0.99994671   -2 06 28.4
 DG8170;UTM  15      - 5,242,349.072   277,445.924   MT  1.00020875   -2 09 51.2
 DG8170;UTM  14      - 5,242,676.314   731,050.906   MT  1.00025613   +2 14 48.9
 DG8170
 DG8170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8170!SPC MN N     -   0.99994638  x   0.99994671  =   0.99989310
 DG8170!UTM  15      -   0.99994638  x   1.00020875  =   1.00015512
 DG8170!UTM  14      -   0.99994638  x   1.00025613  =   1.00020250
 DG8170
 DG8170                          SUPERSEDED SURVEY CONTROL
 DG8170
 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: 15TTN7744642349(NAD 83)
 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 = OCTOBER  6, 2006
 DG8171 ***********************************************************************
 DG8171  DESIGNATION -  4403 M
 DG8171  PID         -  DG8171
 DG8171  STATE/COUNTY-  MN/MAHNOMEN
 DG8171  USGS QUAD   -  MAHNOMEN (1969)
 DG8171
 DG8171                         *CURRENT SURVEY CONTROL
 DG8171  ___________________________________________________________________
 DG8171* NAD 83(1996)-  47 15 11.07708(N)    095 55 58.85023(W)     ADJUSTED  
 DG8171* NAVD 88     -       377.843  (meters)    1239.64   (feet)  ADJUSTED  
 DG8171  ___________________________________________________________________
 DG8171  X           -    -448,328.601 (meters)                     COMP
 DG8171  Y           -  -4,314,073.478 (meters)                     COMP
 DG8171  Z           -   4,661,165.216 (meters)                     COMP
 DG8171  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 DG8171  ELLIP HEIGHT-         350.83  (meters)          (12/06/04) GPS OBS
 DG8171  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DG8171  DYNAMIC HT  -         377.881 (meters)    1239.76  (feet)  COMP
 DG8171  MODELED GRAV-     980,700.7   (mgal)                       NAVD 88
 DG8171
 DG8171  HORZ ORDER  -  FIRST
 DG8171  VERT ORDER  -  SECOND    CLASS I
 DG8171  ELLP ORDER  -  FOURTH    CLASS I
 DG8171
 DG8171.The horizontal coordinates were established by GPS observations
 DG8171.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8171
 DG8171.The orthometric height was determined by differential leveling
 DG8171.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8171
 DG8171.The ellipsoidal height was determined by GPS observations
 DG8171.and is referenced to NAD 83.
 DG8171
 DG8171.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8171;SPC MN N     -   187,651.590   585,609.666   MT  0.99995411   -2 05 59.6
 DG8171;UTM  15      - 5,237,461.299   278,078.534   MT  1.00020530   -2 09 17.1
 DG8171;UTM  14      - 5,237,851.397   732,057.496   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  =   0.99989912
 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 04.5
 DG8171:UTM  15      -  4403 G                                   000 11 22.0
 DG8171:UTM  14      -  4403 G                                   355 46 53.1
 DG8171
 DG8171|---------------------------------------------------------------------|
 DG8171| PID    Reference Object                     Distance      Geod. Az  |
 DG8171|                                                           dddmmss.s |
 DG8171| DG8169 4403 G                              APPROX. 1.6 KM 3580204.9 |
 DG8171|---------------------------------------------------------------------|
 DG8171
 DG8171                          SUPERSEDED SURVEY CONTROL
 DG8171
 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: 15TTN7807937461(NAD 83)
 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 = OCTOBER  6, 2006
 DG8172 ***********************************************************************
 DG8172  DESIGNATION -  4403 N
 DG8172  PID         -  DG8172
 DG8172  STATE/COUNTY-  MN/MAHNOMEN
 DG8172  USGS QUAD   -  WAUBUN (1969)
 DG8172
 DG8172                         *CURRENT SURVEY CONTROL
 DG8172  ___________________________________________________________________
 DG8172* NAD 83(1996)-  47 13 25.77916(N)    095 56 01.53091(W)     ADJUSTED  
 DG8172* NAVD 88     -       378.378  (meters)    1241.40   (feet)  ADJUSTED  
 DG8172  ___________________________________________________________________
 DG8172  X           -    -448,631.527 (meters)                     COMP
 DG8172  Y           -  -4,316,442.774 (meters)                     COMP
 DG8172  Z           -   4,658,957.651 (meters)                     COMP
 DG8172  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 DG8172  ELLIP HEIGHT-         351.34  (meters)          (12/06/04) GPS OBS
 DG8172  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DG8172  DYNAMIC HT  -         378.412 (meters)    1241.51  (feet)  COMP
 DG8172  MODELED GRAV-     980,691.5   (mgal)                       NAVD 88
 DG8172
 DG8172  HORZ ORDER  -  FIRST
 DG8172  VERT ORDER  -  SECOND    CLASS I
 DG8172  ELLP ORDER  -  FOURTH    CLASS I
 DG8172
 DG8172.The horizontal coordinates were established by GPS observations
 DG8172.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8172
 DG8172.The orthometric height was determined by differential leveling
 DG8172.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8172
 DG8172.The ellipsoidal height was determined by GPS observations
 DG8172.and is referenced to NAD 83.
 DG8172
 DG8172.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8172;SPC MN N     -   184,404.162   585,434.162   MT  0.99995939   -2 06 01.6
 DG8172;UTM  15      - 5,234,213.230   277,899.905   MT  1.00020628   -2 09 15.4
 DG8172;UTM  14      - 5,234,599.022   732,128.982   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  =   0.99990432
 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  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: 15TTN7790034213(NAD 83)
 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 = OCTOBER  6, 2006
 DG8173 ***********************************************************************
 DG8173  DESIGNATION -  4403 P
 DG8173  PID         -  DG8173
 DG8173  STATE/COUNTY-  MN/MAHNOMEN
 DG8173  USGS QUAD   -  WAUBUN (1969)
 DG8173
 DG8173                         *CURRENT SURVEY CONTROL
 DG8173  ___________________________________________________________________
 DG8173* NAD 83(1996)-  47 12 34.53042(N)    095 55 58.09128(W)     ADJUSTED  
 DG8173* NAVD 88     -       378.009  (meters)    1240.18   (feet)  ADJUSTED  
 DG8173  ___________________________________________________________________
 DG8173  X           -    -448,679.588 (meters)                     COMP
 DG8173  Y           -  -4,317,605.400 (meters)                     COMP
 DG8173  Z           -   4,657,882.325 (meters)                     COMP
 DG8173  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 DG8173  ELLIP HEIGHT-         350.96  (meters)          (12/06/04) GPS OBS
 DG8173  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DG8173  DYNAMIC HT  -         378.042 (meters)    1240.29  (feet)  COMP
 DG8173  MODELED GRAV-     980,687.7   (mgal)                       NAVD 88
 DG8173
 DG8173  HORZ ORDER  -  FIRST
 DG8173  VERT ORDER  -  SECOND    CLASS I
 DG8173  ELLP ORDER  -  FOURTH    CLASS I
 DG8173
 DG8173.The horizontal coordinates were established by GPS observations
 DG8173.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8173
 DG8173.The orthometric height was determined by differential leveling
 DG8173.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8173
 DG8173.The ellipsoidal height was determined by GPS observations
 DG8173.and is referenced to NAD 83.
 DG8173
 DG8173.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8173;SPC MN N     -   182,819.974   585,448.490   MT  0.99996205   -2 05 59.0
 DG8173;UTM  15      - 5,232,628.640   277,912.753   MT  1.00020621   -2 09 11.1
 DG8173;UTM  14      - 5,233,020.012   732,263.519   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  =   0.99990704
 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  NAVD 88 (12/06/04)  378.00   (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: 15TTN7791332629(NAD 83)
 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 = OCTOBER  6, 2006
 DG8174 ***********************************************************************
 DG8174  DESIGNATION -  4403 Q
 DG8174  PID         -  DG8174
 DG8174  STATE/COUNTY-  MN/MAHNOMEN
 DG8174  USGS QUAD   -  WAUBUN (1969)
 DG8174
 DG8174                         *CURRENT SURVEY CONTROL
 DG8174  ___________________________________________________________________
 DG8174* NAD 83(1996)-  47 11 42.15475(N)    095 55 54.88170(W)     ADJUSTED  
 DG8174* NAVD 88     -       377.018  (meters)    1236.93   (feet)  ADJUSTED  
 DG8174  ___________________________________________________________________
 DG8174  X           -    -448,734.995 (meters)                     COMP
 DG8174  Y           -  -4,318,792.245 (meters)                     COMP
 DG8174  Z           -   4,656,782.618 (meters)                     COMP
 DG8174  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 DG8174  ELLIP HEIGHT-         349.97  (meters)          (12/06/04) GPS OBS
 DG8174  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DG8174  DYNAMIC HT  -         377.049 (meters)    1237.03  (feet)  COMP
 DG8174  MODELED GRAV-     980,684.2   (mgal)                       NAVD 88
 DG8174
 DG8174  HORZ ORDER  -  FIRST
 DG8174  VERT ORDER  -  SECOND    CLASS I
 DG8174  ELLP ORDER  -  FOURTH    CLASS I
 DG8174
 DG8174.The horizontal coordinates were established by GPS observations
 DG8174.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8174
 DG8174.The orthometric height was determined by differential leveling
 DG8174.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 DG8174
 DG8174.The ellipsoidal height was determined by GPS observations
 DG8174.and is referenced to NAD 83.
 DG8174
 DG8174.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DG8174;SPC MN N     -   181,201.184   585,456.742   MT  0.99996483   -2 05 56.6
 DG8174;UTM  15      - 5,231,009.450   277,919.507   MT  1.00020618   -2 09 07.0
 DG8174;UTM  14      - 5,231,406.031   732,394.607   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 28.4
 DG8174:UTM  15      -  4403 P                                   359 45 38.8
 DG8174:UTM  14      -  4403 P                                   355 21 24.7
 DG8174
 DG8174|---------------------------------------------------------------------|
 DG8174| PID    Reference Object                     Distance      Geod. Az  |
 DG8174|                                                           dddmmss.s |
 DG8174| DG8173 4403 P                              APPROX. 1.6 KM 3573631.8 |
 DG8174|---------------------------------------------------------------------|
 DG8174
 DG8174                          SUPERSEDED SURVEY CONTROL
 DG8174
 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: 15TTN7792031009(NAD 83)
 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 - July 21, 2004
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8470 ***********************************************************************
 DG8470  DESIGNATION -  4407 A
 DG8470  PID         -  DG8470
 DG8470  STATE/COUNTY-  MN/MAHNOMEN
 DG8470  USGS QUAD   -  FLOM NE (1966)
 DG8470
 DG8470                         *CURRENT SURVEY CONTROL
 DG8470  ___________________________________________________________________
 DG8470* NAD 83(1996)-  47 10 49.66798(N)    096 02 41.72658(W)     ADJUSTED  
 DG8470* NAVD 88     -       377.56   (meters)    1238.7    (feet)  LEVELING  
 DG8470  ___________________________________________________________________
 DG8470  X           -    -457,377.948 (meters)                     COMP
 DG8470  Y           -  -4,319,081.725 (meters)                     COMP
 DG8470  Z           -   4,655,681.519 (meters)                     COMP
 DG8470  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 DG8470  ELLIP HEIGHT-         350.67  (meters)          (11/24/04) GPS OBS
 DG8470  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DG8470
 DG8470  HORZ ORDER  -  FIRST
 DG8470  VERT ORDER  -  THIRD ?
 DG8470  ELLP ORDER  -  THIRD     CLASS II
 DG8470
 DG8470.The horizontal coordinates were established by GPS observations
 DG8470.and adjusted by the MN DEPT OF TRANSP in November 2004..
 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 DEFLEC99 derived deflections.
 DG8470
 DG8470.The ellipsoidal height was determined by GPS observations
 DG8470.and is referenced to NAD 83.
 DG8470
 DG8470.The geoid height was determined by GEOID03.
 DG8470
 DG8470;                    North         East     Units Scale Factor Converg.
 DG8470;SPC MN N     -   179,901.449   576,837.340   MT  0.99996768   -2 10 58.2
 DG8470;UTM  14      - 5,229,455.563   723,896.333   MT  1.00021613   +2 10 06.4
 DG8470;UTM  15      - 5,229,717.233   269,296.650   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  =   1.00016115
 DG8470!UTM  15      -   0.99994504  x   1.00025417  =   1.00019919
 DG8470
 DG8470                          SUPERSEDED SURVEY CONTROL
 DG8470
 DG8470.No superseded survey control is available for this station.
 DG8470
 DG8470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT2389629456(NAD 83)
 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 = OCTOBER  6, 2006
 DG8471 ***********************************************************************
 DG8471  DESIGNATION -  4407 B
 DG8471  PID         -  DG8471
 DG8471  STATE/COUNTY-  MN/MAHNOMEN
 DG8471  USGS QUAD   -  FLOM NE (1966)
 DG8471
 DG8471                         *CURRENT SURVEY CONTROL
 DG8471  ___________________________________________________________________
 DG8471* NAD 83(1996)-  47 10 49.52485(N)    096 01 24.98005(W)     ADJUSTED  
 DG8471* NAVD 88     -       380.15   (meters)    1247.2    (feet)  LEVELING  
 DG8471  ___________________________________________________________________
 DG8471  X           -    -455,771.406 (meters)                     COMP
 DG8471  Y           -  -4,319,256.561 (meters)                     COMP
 DG8471  Z           -   4,655,680.393 (meters)                     COMP
 DG8471  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 DG8471  ELLIP HEIGHT-         353.23  (meters)          (11/24/04) GPS OBS
 DG8471  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DG8471
 DG8471  HORZ ORDER  -  FIRST
 DG8471  VERT ORDER  -  THIRD ?
 DG8471  ELLP ORDER  -  THIRD     CLASS II
 DG8471
 DG8471.The horizontal coordinates were established by GPS observations
 DG8471.and adjusted by the MN DEPT OF TRANSP in November 2004..
 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 DEFLEC99 derived deflections.
 DG8471
 DG8471.The ellipsoidal height was determined by GPS observations
 DG8471.and is referenced to NAD 83.
 DG8471
 DG8471.The geoid height was determined by GEOID03.
 DG8471
 DG8471;                    North         East     Units Scale Factor Converg.
 DG8471;SPC MN N     -   179,835.709   578,451.888   MT  0.99996768   -2 10 01.3
 DG8471;UTM  14      - 5,229,512.522   725,511.623   MT  1.00022506   +2 11 02.7
 DG8471;UTM  15      - 5,229,650.017   270,911.592   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.No superseded survey control is available for this station.
 DG8471
 DG8471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT2551229513(NAD 83)
 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 = OCTOBER  6, 2006
 DG8472 ***********************************************************************
 DG8472  DESIGNATION -  4407 C
 DG8472  PID         -  DG8472
 DG8472  STATE/COUNTY-  MN/MAHNOMEN
 DG8472  USGS QUAD   -  WAUBUN (1969)
 DG8472
 DG8472                         *CURRENT SURVEY CONTROL
 DG8472  ___________________________________________________________________
 DG8472* NAD 83(1996)-  47 10 50.81940(N)    095 58 33.10336(W)     ADJUSTED  
 DG8472* NAVD 88     -       373.15   (meters)    1224.2    (feet)  LEVELING  
 DG8472  ___________________________________________________________________
 DG8472  X           -    -452,168.536 (meters)                     COMP
 DG8472  Y           -  -4,319,600.895 (meters)                     COMP
 DG8472  Z           -   4,655,702.374 (meters)                     COMP
 DG8472  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 DG8472  ELLIP HEIGHT-         346.15  (meters)          (11/24/04) GPS OBS
 DG8472  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DG8472
 DG8472  HORZ ORDER  -  FIRST
 DG8472  VERT ORDER  -  THIRD ?
 DG8472  ELLP ORDER  -  THIRD     CLASS II
 DG8472
 DG8472.The horizontal coordinates were established by GPS observations
 DG8472.and adjusted by the MN DEPT OF TRANSP in November 2004..
 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 DEFLEC99 derived deflections.
 DG8472
 DG8472.The ellipsoidal height was determined by GPS observations
 DG8472.and is referenced to NAD 83.
 DG8472
 DG8472.The geoid height was determined by GEOID03.
 DG8472
 DG8472;                    North         East     Units Scale Factor Converg.
 DG8472;SPC MN N     -   179,739.937   582,069.652   MT  0.99996761   -2 07 53.9
 DG8472;UTM  15      - 5,229,550.942   274,530.235   MT  1.00022482   -2 11 01.4
 DG8472;UTM  14      - 5,229,691.538   729,127.194   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.No superseded survey control is available for this station.
 DG8472
 DG8472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7453029551(NAD 83)
 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 = OCTOBER  6, 2006
 DG8473 ***********************************************************************
 DG8473  DESIGNATION -  4407 D
 DG8473  PID         -  DG8473
 DG8473  STATE/COUNTY-  MN/MAHNOMEN
 DG8473  USGS QUAD   -  WAUBUN (1969)
 DG8473
 DG8473                         *CURRENT SURVEY CONTROL
 DG8473  ___________________________________________________________________
 DG8473* NAD 83(1996)-  47 10 50.70228(N)    095 57 15.66186(W)     ADJUSTED  
 DG8473* NAVD 88     -       372.60   (meters)    1222.4    (feet)  LEVELING  
 DG8473  ___________________________________________________________________
 DG8473  X           -    -450,546.958 (meters)                     COMP
 DG8473  Y           -  -4,319,772.610 (meters)                     COMP
 DG8473  Z           -   4,655,699.497 (meters)                     COMP
 DG8473  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 DG8473  ELLIP HEIGHT-         345.58  (meters)          (11/24/04) GPS OBS
 DG8473  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DG8473
 DG8473  HORZ ORDER  -  FIRST
 DG8473  VERT ORDER  -  THIRD ?
 DG8473  ELLP ORDER  -  THIRD     CLASS II
 DG8473
 DG8473.The horizontal coordinates were established by GPS observations
 DG8473.and adjusted by the MN DEPT OF TRANSP in November 2004..
 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 DEFLEC99 derived deflections.
 DG8473
 DG8473.The ellipsoidal height was determined by GPS observations
 DG8473.and is referenced to NAD 83.
 DG8473
 DG8473.The geoid height was determined by GEOID03.
 DG8473
 DG8473;                    North         East     Units Scale Factor Converg.
 DG8473;SPC MN N     -   179,675.902   583,698.899   MT  0.99996762   -2 06 56.5
 DG8473;UTM  15      - 5,229,485.407   276,159.835   MT  1.00021582   -2 10 04.5
 DG8473;UTM  14      - 5,229,751.302   730,757.064   MT  1.00025448   +2 14 05.9
 DG8473
 DG8473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8473!SPC MN N     -   0.99994583  x   0.99996762  =   0.99991346
 DG8473!UTM  15      -   0.99994583  x   1.00021582  =   1.00016164
 DG8473!UTM  14      -   0.99994583  x   1.00025448  =   1.00020030
 DG8473
 DG8473                          SUPERSEDED SURVEY CONTROL
 DG8473
 DG8473.No superseded survey control is available for this station.
 DG8473
 DG8473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7616029485(NAD 83)
 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 = OCTOBER  6, 2006
 OP0456 ***********************************************************************
 OP0456  DESIGNATION -  45 DWB
 OP0456  PID         -  OP0456
 OP0456  STATE/COUNTY-  MN/JACKSON
 OP0456  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0456
 OP0456                         *CURRENT SURVEY CONTROL
 OP0456  ___________________________________________________________________
 OP0456* NAD 83(1986)-  43 37 50.     (N)    095 06 54.     (W)     SCALED    
 OP0456* NAVD 88     -       456.229  (meters)    1496.81   (feet)  ADJUSTED  
 OP0456  ___________________________________________________________________
 OP0456  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 OP0456  DYNAMIC HT  -         456.121 (meters)    1496.46  (feet)  COMP
 OP0456  MODELED GRAV-     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
 OP0456.and adjusted by the National Geodetic Survey in June 1991..
 OP0456
 OP0456.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AJ1955 ***********************************************************************
 AJ1955  DESIGNATION -  45 LNB
 AJ1955  PID         -  AJ1955
 AJ1955  STATE/COUNTY-  MN/WADENA
 AJ1955  USGS QUAD   -  SEBEKA (1969)
 AJ1955
 AJ1955                         *CURRENT SURVEY CONTROL
 AJ1955  ___________________________________________________________________
 AJ1955* NAD 83(1986)-  46 37 45.     (N)    095 05 22.     (W)     SCALED    
 AJ1955* NAVD 88     -       422.450  (meters)    1385.99   (feet)  ADJUSTED  
 AJ1955  ___________________________________________________________________
 AJ1955  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AJ1955  DYNAMIC HT  -         422.461 (meters)    1386.02  (feet)  COMP
 AJ1955  MODELED GRAV-     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
 AJ1955.and adjusted by the National Geodetic Survey in August 2004..
 AJ1955.No vertical observational check was made to the station.
 AJ1955
 AJ1955.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0408 ***********************************************************************
 OP0408  DESIGNATION -  45 MC
 OP0408  PID         -  OP0408
 OP0408  STATE/COUNTY-  MN/NOBLES
 OP0408  USGS QUAD   -  BREWSTER (1976)
 OP0408
 OP0408                         *CURRENT SURVEY CONTROL
 OP0408  ___________________________________________________________________
 OP0408* NAD 83(1996)-  43 37 50.01358(N)    095 29 33.81742(W)     ADJUSTED  
 OP0408* NAVD 88     -       465.401  (meters)    1526.90   (feet)  ADJUSTED  
 OP0408  ___________________________________________________________________
 OP0408  X           -    -442,626.869 (meters)                     COMP
 OP0408  Y           -  -4,602,980.037 (meters)                     COMP
 OP0408  Z           -   4,378,775.009 (meters)                     COMP
 OP0408  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 OP0408  ELLIP HEIGHT-         438.57  (meters)          (04/27/05) GPS OBS
 OP0408  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 OP0408  DYNAMIC HT  -         465.292 (meters)    1526.55  (feet)  COMP
 OP0408  MODELED GRAV-     980,372.1   (mgal)                       NAVD 88
 OP0408
 OP0408  HORZ ORDER  -  FIRST
 OP0408  VERT ORDER  -  SECOND    CLASS I
 OP0408  ELLP ORDER  -  FOURTH    CLASS I
 OP0408
 OP0408.The horizontal coordinates were established by GPS observations
 OP0408.and adjusted by the MN DEPT OF TRANSP in April 2005..
 OP0408
 OP0408.The orthometric height was determined by differential leveling
 OP0408.and adjusted by the National Geodetic Survey in June 1991..
 OP0408
 OP0408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0408
 OP0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0408
 OP0408.The ellipsoidal height was determined by GPS observations
 OP0408.and is referenced to NAD 83.
 OP0408
 OP0408.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0408;SPC MN S     -   171,164.127   679,535.932   MT  1.00003660   -1 02 46.7
 OP0408;UTM  15      - 4,833,860.530   298,908.784   MT  1.00009742   -1 43 14.1
 OP0408
 OP0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0408!SPC MN S     -   0.99993123  x   1.00003660  =   0.99996783
 OP0408!UTM  15      -   0.99993123  x   1.00009742  =   1.00002865
 OP0408
 OP0408                          SUPERSEDED SURVEY CONTROL
 OP0408
 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: 15TTJ9890933861(NAD 83)
 OP0408_MARKER: DB = BENCH MARK DISK
 OP0408_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 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 = OCTOBER  6, 2006
 PQ1125 ***********************************************************************
 PQ1125  DESIGNATION -  45 T
 PQ1125  PID         -  PQ1125
 PQ1125  STATE/COUNTY-  MN/LYON
 PQ1125  USGS QUAD   -  SCHOOL GROVE LAKE (1962)
 PQ1125
 PQ1125                         *CURRENT SURVEY CONTROL
 PQ1125  ___________________________________________________________________
 PQ1125* NAD 83(1996)-  44 30 04.05326(N)    095 37 09.85727(W)     ADJUSTED  
 PQ1125* NAVD 88     -       331.41   (+/-2cm)    1087.3    (feet)  VERTCON   
 PQ1125  ___________________________________________________________________
 PQ1125  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 PQ1125  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 PQ1125
 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.The vertical order pertains to the NGVD 29 superseded value.
 PQ1125
 PQ1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1125
 PQ1125.The geoid height was determined by GEOID03.
 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;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  =   0.99987434
 PQ1125!UTM  15      -   0.99995230  x   1.00013328  =   1.00008557
 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: 15TTK9176630872(NAD 83)
 PQ1125_MARKER: DB = BENCH MARK DISK
 PQ1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 TD1478 ***********************************************************************
 TD1478  DESIGNATION -  45002 A
 TD1478  PID         -  TD1478
 TD1478  STATE/COUNTY-  MN/MARSHALL
 TD1478  USGS QUAD   -  WARREN (1982)
 TD1478
 TD1478                         *CURRENT SURVEY CONTROL
 TD1478  ___________________________________________________________________
 TD1478* NAD 83(1986)-  48 11 42.     (N)    096 46 39.     (W)     SCALED    
 TD1478* NAVD 88     -       261.024  (meters)     856.38   (feet)  ADJUSTED  
 TD1478  ___________________________________________________________________
 TD1478  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 TD1478  DYNAMIC HT  -         261.078 (meters)     856.55  (feet)  COMP
 TD1478  MODELED GRAV-     980,811.2   (mgal)                       NAVD 88
 TD1478
 TD1478  VERT ORDER  -  SECOND    CLASS I
 TD1478
 TD1478.The horizontal coordinates were scaled from a topographic map and have
 TD1478.an estimated accuracy of +/- 6 seconds.
 TD1478
 TD1478.The orthometric height was determined by differential leveling
 TD1478.and adjusted by the National Geodetic Survey in June 1991..
 TD1478
 TD1478.The geoid height was determined by GEOID03.
 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     -   294,940.      526,730.      MT  (+/- 180 meters Scaled)
 TD1478
 TD1478                          SUPERSEDED SURVEY CONTROL
 TD1478
 TD1478.No superseded survey control is available for this station.
 TD1478
 TD1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU651403(NAD 83)
 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 = OCTOBER  6, 2006
 TD1479 ***********************************************************************
 TD1479  DESIGNATION -  4501 A
 TD1479  PID         -  TD1479
 TD1479  STATE/COUNTY-  MN/MARSHALL
 TD1479  USGS QUAD   -  OSLO NE (1966)
 TD1479
 TD1479                         *CURRENT SURVEY CONTROL
 TD1479  ___________________________________________________________________
 TD1479* NAD 83(1986)-  48 11 42.     (N)    097 00 19.     (W)     SCALED    
 TD1479* NAVD 88     -       248.750  (meters)     816.11   (feet)  ADJUSTED  
 TD1479  ___________________________________________________________________
 TD1479  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 TD1479  DYNAMIC HT  -         248.805 (meters)     816.29  (feet)  COMP
 TD1479  MODELED GRAV-     980,827.7   (mgal)                       NAVD 88
 TD1479
 TD1479  VERT ORDER  -  SECOND    CLASS I
 TD1479
 TD1479.The horizontal coordinates were scaled from a topographic map and have
 TD1479.an estimated accuracy of +/- 6 seconds.
 TD1479
 TD1479.The orthometric height was determined by differential leveling
 TD1479.and adjusted by the National Geodetic Survey in June 1991..
 TD1479
 TD1479.The geoid height was determined by GEOID03.
 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     -   295,770.      509,810.      MT  (+/- 180 meters Scaled)
 TD1479
 TD1479                          SUPERSEDED SURVEY CONTROL
 TD1479
 TD1479.No superseded survey control is available for this station.
 TD1479
 TD1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU482398(NAD 83)
 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 NOT SUITABLE FOR
 TD1479+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 TD1479
 TD1479  HISTORY     - Date     Condition        Report By
 TD1479  HISTORY     - 1969     MONUMENTED       MNHD
 TD1479  HISTORY     - 1987     GOOD             MNDT
 TD1479  HISTORY     - 20030617 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5610 ***********************************************************************
 DG5610  DESIGNATION -  4501 A 1
 DG5610  PID         -  DG5610
 DG5610  STATE/COUNTY-  MN/MARSHALL
 DG5610  USGS QUAD   -  OSLO NE (1966)
 DG5610
 DG5610                         *CURRENT SURVEY CONTROL
 DG5610  ___________________________________________________________________
 DG5610* NAD 83(1986)-  48 11 41.     (N)    097 01 41.     (W)     SCALED    
 DG5610* NAVD 88     -       247.094  (meters)     810.67   (feet)  ADJUSTED  
 DG5610  ___________________________________________________________________
 DG5610  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DG5610  DYNAMIC HT  -         247.149 (meters)     810.85  (feet)  COMP
 DG5610  MODELED GRAV-     980,827.0   (mgal)                       NAVD 88
 DG5610
 DG5610  VERT ORDER  -  SECOND    CLASS I
 DG5610
 DG5610.The horizontal coordinates were scaled from a topographic map and have
 DG5610.an estimated accuracy of +/- 6 seconds.
 DG5610
 DG5610.The orthometric height was determined by differential leveling
 DG5610.and adjusted by the National Geodetic Survey in July 2004..
 DG5610.No vertical observational check was made to the station.
 DG5610
 DG5610.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DG5610;SPC MN N     -   295,830.      508,120.      MT  (+/- 180 meters Scaled)
 DG5610
 DG5610                          SUPERSEDED SURVEY CONTROL
 DG5610
 DG5610.No superseded survey control is available for this station.
 DG5610
 DG5610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU465398(NAD 83)
 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 - 2003
 DG5610_ROD/PIPE-DEPTH:  7.6 meters
 DG5610
 DG5610  HISTORY     - Date     Condition        Report By
 DG5610  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5611 ***********************************************************************
 DG5611  DESIGNATION -  4501 A 2
 DG5611  PID         -  DG5611
 DG5611  STATE/COUNTY-  MN/MARSHALL
 DG5611  USGS QUAD   -  OSLO NE (1966)
 DG5611
 DG5611                         *CURRENT SURVEY CONTROL
 DG5611  ___________________________________________________________________
 DG5611* NAD 83(1986)-  48 11 41.     (N)    097 03 50.     (W)     SCALED    
 DG5611* NAVD 88     -       247.367  (meters)     811.57   (feet)  ADJUSTED  
 DG5611  ___________________________________________________________________
 DG5611  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DG5611  DYNAMIC HT  -         247.421 (meters)     811.75  (feet)  COMP
 DG5611  MODELED GRAV-     980,825.5   (mgal)                       NAVD 88
 DG5611
 DG5611  VERT ORDER  -  SECOND    CLASS I
 DG5611
 DG5611.The horizontal coordinates were scaled from a topographic map and have
 DG5611.an estimated accuracy of +/- 6 seconds.
 DG5611
 DG5611.The orthometric height was determined by differential leveling
 DG5611.and adjusted by the National Geodetic Survey in July 2004..
 DG5611.No vertical observational check was made to the station.
 DG5611
 DG5611.The geoid height was determined by GEOID03.
 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     -   295,960.      505,460.      MT  (+/- 180 meters Scaled)
 DG5611
 DG5611                          SUPERSEDED SURVEY CONTROL
 DG5611
 DG5611.No superseded survey control is available for this station.
 DG5611
 DG5611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU438397(NAD 83)
 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 - 2003
 DG5611_ROD/PIPE-DEPTH:  7.6 meters
 DG5611
 DG5611  HISTORY     - Date     Condition        Report By
 DG5611  HISTORY     - 2003     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5612 ***********************************************************************
 DG5612  DESIGNATION -  4501 A 3
 DG5612  PID         -  DG5612
 DG5612  STATE/COUNTY-  MN/MARSHALL
 DG5612  USGS QUAD   -  OSLO NE (1966)
 DG5612
 DG5612                         *CURRENT SURVEY CONTROL
 DG5612  ___________________________________________________________________
 DG5612* NAD 83(1986)-  48 11 39.     (N)    097 05 09.     (W)     SCALED    
 DG5612* NAVD 88     -       246.498  (meters)     808.72   (feet)  ADJUSTED  
 DG5612  ___________________________________________________________________
 DG5612  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DG5612  DYNAMIC HT  -         246.552 (meters)     808.90  (feet)  COMP
 DG5612  MODELED GRAV-     980,824.4   (mgal)                       NAVD 88
 DG5612
 DG5612  VERT ORDER  -  SECOND    CLASS I
 DG5612
 DG5612.The horizontal coordinates were scaled from a topographic map and have
 DG5612.an estimated accuracy of +/- 6 seconds.
 DG5612
 DG5612.The orthometric height was determined by differential leveling
 DG5612.and adjusted by the National Geodetic Survey in July 2004..
 DG5612.No vertical observational check was made to the station.
 DG5612
 DG5612.The geoid height was determined by GEOID03.
 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     -   295,990.      503,830.      MT  (+/- 180 meters Scaled)
 DG5612
 DG5612                          SUPERSEDED SURVEY CONTROL
 DG5612
 DG5612.No superseded survey control is available for this station.
 DG5612
 DG5612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU422396(NAD 83)
 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: RECESSED 3 CENTIMETERS
 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 - 2003
 DG5612_ROD/PIPE-DEPTH:  7.6 meters
 DG5612
 DG5612  HISTORY     - Date     Condition        Report By
 DG5612  HISTORY     - 2003     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1468 ***********************************************************************
 TD1468  DESIGNATION -  4501 B
 TD1468  PID         -  TD1468
 TD1468  STATE/COUNTY-  MN/MARSHALL
 TD1468  USGS QUAD   -  ALVARADO (1982)
 TD1468
 TD1468                         *CURRENT SURVEY CONTROL
 TD1468  ___________________________________________________________________
 TD1468* NAD 83(1986)-  48 11 44.     (N)    096 58 01.     (W)     SCALED    
 TD1468* NAVD 88     -       249.342  (meters)     818.05   (feet)  ADJUSTED  
 TD1468  ___________________________________________________________________
 TD1468  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 TD1468  DYNAMIC HT  -         249.397 (meters)     818.23  (feet)  COMP
 TD1468  MODELED GRAV-     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
 TD1468.and adjusted by the National Geodetic Survey in June 1991..
 TD1468
 TD1468.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TD1469 ***********************************************************************
 TD1469  DESIGNATION -  4501 C
 TD1469  PID         -  TD1469
 TD1469  STATE/COUNTY-  MN/MARSHALL
 TD1469  USGS QUAD   -  ALVARADO (1982)
 TD1469
 TD1469                         *CURRENT SURVEY CONTROL
 TD1469  ___________________________________________________________________
 TD1469* NAD 83(1986)-  48 11 44.     (N)    096 56 43.     (W)     SCALED    
 TD1469* NAVD 88     -       249.730  (meters)     819.32   (feet)  ADJUSTED  
 TD1469  ___________________________________________________________________
 TD1469  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 TD1469  DYNAMIC HT  -         249.785 (meters)     819.50  (feet)  COMP
 TD1469  MODELED GRAV-     980,825.9   (mgal)                       NAVD 88
 TD1469
 TD1469  VERT ORDER  -  SECOND    CLASS I
 TD1469
 TD1469.The horizontal coordinates were scaled from a topographic map and have
 TD1469.an estimated accuracy of +/- 6 seconds.
 TD1469
 TD1469.The orthometric height was determined by differential leveling
 TD1469.and adjusted by the National Geodetic Survey in June 1991..
 TD1469
 TD1469.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 TD1469;SPC MN N     -   295,610.      514,270.      MT  (+/- 180 meters Scaled)
 TD1469
 TD1469                          SUPERSEDED SURVEY CONTROL
 TD1469
 TD1469.No superseded survey control is available for this station.
 TD1469
 TD1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU526400(NAD 83)
 TD1469_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1469
 TD1469  HISTORY     - Date     Condition        Report By
 TD1469  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1470 ***********************************************************************
 TD1470  DESIGNATION -  4501 D
 TD1470  PID         -  TD1470
 TD1470  STATE/COUNTY-  MN/MARSHALL
 TD1470  USGS QUAD   -  ALVARADO (1982)
 TD1470
 TD1470                         *CURRENT SURVEY CONTROL
 TD1470  ___________________________________________________________________
 TD1470* NAD 83(1986)-  48 11 44.     (N)    096 56 04.     (W)     SCALED    
 TD1470* NAVD 88     -       250.009  (meters)     820.24   (feet)  ADJUSTED  
 TD1470  ___________________________________________________________________
 TD1470  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 TD1470  DYNAMIC HT  -         250.064 (meters)     820.42  (feet)  COMP
 TD1470  MODELED GRAV-     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
 TD1470.and adjusted by the National Geodetic Survey in June 1991..
 TD1470
 TD1470.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TD1471 ***********************************************************************
 TD1471  DESIGNATION -  4501 E
 TD1471  PID         -  TD1471
 TD1471  STATE/COUNTY-  MN/MARSHALL
 TD1471  USGS QUAD   -  ALVARADO (1982)
 TD1471
 TD1471                         *CURRENT SURVEY CONTROL
 TD1471  ___________________________________________________________________
 TD1471* NAD 83(1986)-  48 11 44.     (N)    096 54 46.     (W)     SCALED    
 TD1471* NAVD 88     -       250.502  (meters)     821.86   (feet)  ADJUSTED  
 TD1471  ___________________________________________________________________
 TD1471  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 TD1471  DYNAMIC HT  -         250.557 (meters)     822.04  (feet)  COMP
 TD1471  MODELED GRAV-     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
 TD1471.and adjusted by the National Geodetic Survey in June 1991..
 TD1471
 TD1471.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TD1472 ***********************************************************************
 TD1472  DESIGNATION -  4501 F
 TD1472  PID         -  TD1472
 TD1472  STATE/COUNTY-  MN/MARSHALL
 TD1472  USGS QUAD   -  ALVARADO (1982)
 TD1472
 TD1472                         *CURRENT SURVEY CONTROL
 TD1472  ___________________________________________________________________
 TD1472* NAD 83(1986)-  48 11 42.     (N)    096 53 49.     (W)     SCALED    
 TD1472* NAVD 88     -       251.712  (meters)     825.83   (feet)  ADJUSTED  
 TD1472  ___________________________________________________________________
 TD1472  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 TD1472  DYNAMIC HT  -         251.767 (meters)     826.01  (feet)  COMP
 TD1472  MODELED GRAV-     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
 TD1472.and adjusted by the National Geodetic Survey in June 1991..
 TD1472
 TD1472.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TD1473 ***********************************************************************
 TD1473  DESIGNATION -  4501 G
 TD1473  PID         -  TD1473
 TD1473  STATE/COUNTY-  MN/MARSHALL
 TD1473  USGS QUAD   -  ALVARADO (1982)
 TD1473
 TD1473                         *CURRENT SURVEY CONTROL
 TD1473  ___________________________________________________________________
 TD1473* NAD 83(1986)-  48 11 42.     (N)    096 52 41.     (W)     SCALED    
 TD1473* NAVD 88     -       252.248  (meters)     827.58   (feet)  ADJUSTED  
 TD1473  ___________________________________________________________________
 TD1473  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 TD1473  DYNAMIC HT  -         252.302 (meters)     827.76  (feet)  COMP
 TD1473  MODELED GRAV-     980,819.3   (mgal)                       NAVD 88
 TD1473
 TD1473  VERT ORDER  -  SECOND    CLASS I
 TD1473
 TD1473.The horizontal coordinates were scaled from a topographic map and have
 TD1473.an estimated accuracy of +/- 6 seconds.
 TD1473
 TD1473.The orthometric height was determined by differential leveling
 TD1473.and adjusted by the National Geodetic Survey in June 1991..
 TD1473
 TD1473.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 TD1473;SPC MN N     -   295,300.      519,260.      MT  (+/- 180 meters Scaled)
 TD1473
 TD1473                          SUPERSEDED SURVEY CONTROL
 TD1473
 TD1473.No superseded survey control is available for this station.
 TD1473
 TD1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU576401(NAD 83)
 TD1473_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1473
 TD1473  HISTORY     - Date     Condition        Report By
 TD1473  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1475 ***********************************************************************
 TD1475  DESIGNATION -  4501 H
 TD1475  PID         -  TD1475
 TD1475  STATE/COUNTY-  MN/MARSHALL
 TD1475  USGS QUAD   -  WARREN (1982)
 TD1475
 TD1475                         *CURRENT SURVEY CONTROL
 TD1475  ___________________________________________________________________
 TD1475* NAD 83(1986)-  48 11 42.     (N)    096 50 01.     (W)     SCALED    
 TD1475* NAVD 88     -       255.680  (meters)     838.84   (feet)  ADJUSTED  
 TD1475  ___________________________________________________________________
 TD1475  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 TD1475  DYNAMIC HT  -         255.733 (meters)     839.02  (feet)  COMP
 TD1475  MODELED GRAV-     980,813.4   (mgal)                       NAVD 88
 TD1475
 TD1475  VERT ORDER  -  SECOND    CLASS I
 TD1475
 TD1475.The horizontal coordinates were scaled from a topographic map and have
 TD1475.an estimated accuracy of +/- 6 seconds.
 TD1475
 TD1475.The orthometric height was determined by differential leveling
 TD1475.and adjusted by the National Geodetic Survey in June 1991..
 TD1475
 TD1475.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 TD1475;SPC MN N     -   295,140.      522,560.      MT  (+/- 180 meters Scaled)
 TD1475
 TD1475                          SUPERSEDED SURVEY CONTROL
 TD1475
 TD1475.No superseded survey control is available for this station.
 TD1475
 TD1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU609402(NAD 83)
 TD1475_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1475
 TD1475  HISTORY     - Date     Condition        Report By
 TD1475  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1476 ***********************************************************************
 TD1476  DESIGNATION -  4501 J
 TD1476  PID         -  TD1476
 TD1476  STATE/COUNTY-  MN/MARSHALL
 TD1476  USGS QUAD   -  WARREN (1982)
 TD1476
 TD1476                         *CURRENT SURVEY CONTROL
 TD1476  ___________________________________________________________________
 TD1476* NAD 83(1986)-  48 11 41.     (N)    096 49 04.     (W)     SCALED    
 TD1476* NAVD 88     -       257.029  (meters)     843.27   (feet)  ADJUSTED  
 TD1476  ___________________________________________________________________
 TD1476  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 TD1476  DYNAMIC HT  -         257.082 (meters)     843.44  (feet)  COMP
 TD1476  MODELED GRAV-     980,812.6   (mgal)                       NAVD 88
 TD1476
 TD1476  VERT ORDER  -  SECOND    CLASS I
 TD1476
 TD1476.The horizontal coordinates were scaled from a topographic map and have
 TD1476.an estimated accuracy of +/- 6 seconds.
 TD1476
 TD1476.The orthometric height was determined by differential leveling
 TD1476.and adjusted by the National Geodetic Survey in June 1991..
 TD1476
 TD1476.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 TD1476;SPC MN N     -   295,060.      523,730.      MT  (+/- 180 meters Scaled)
 TD1476
 TD1476                          SUPERSEDED SURVEY CONTROL
 TD1476
 TD1476.No superseded survey control is available for this station.
 TD1476
 TD1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU621402(NAD 83)
 TD1476_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1476+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 TD1476
 TD1476  HISTORY     - Date     Condition        Report By
 TD1476  HISTORY     - 1987     MONUMENTED       MNDT
 TD1476  HISTORY     - 20060116 GOOD             CPSLTD
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1477 ***********************************************************************
 TD1477  DESIGNATION -  4501 K
 TD1477  PID         -  TD1477
 TD1477  STATE/COUNTY-  MN/MARSHALL
 TD1477  USGS QUAD   -  WARREN (1982)
 TD1477
 TD1477                         *CURRENT SURVEY CONTROL
 TD1477  ___________________________________________________________________
 TD1477* NAD 83(1986)-  48 11 43.     (N)    096 48 01.     (W)     SCALED    
 TD1477* NAVD 88     -       258.123  (meters)     846.86   (feet)  ADJUSTED  
 TD1477  ___________________________________________________________________
 TD1477  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 TD1477  DYNAMIC HT  -         258.176 (meters)     847.03  (feet)  COMP
 TD1477  MODELED GRAV-     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
 TD1477.and adjusted by the National Geodetic Survey in June 1991..
 TD1477
 TD1477.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TD1474 ***********************************************************************
 TD1474  DESIGNATION -  4501 L
 TD1474  PID         -  TD1474
 TD1474  STATE/COUNTY-  MN/MARSHALL
 TD1474  USGS QUAD   -  WARREN (1982)
 TD1474
 TD1474                         *CURRENT SURVEY CONTROL
 TD1474  ___________________________________________________________________
 TD1474* NAD 83(1986)-  48 11 44.     (N)    096 51 29.     (W)     SCALED    
 TD1474* NAVD 88     -       253.879  (meters)     832.93   (feet)  ADJUSTED  
 TD1474  ___________________________________________________________________
 TD1474  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 TD1474  DYNAMIC HT  -         253.933 (meters)     833.11  (feet)  COMP
 TD1474  MODELED GRAV-     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
 TD1474.and adjusted by the National Geodetic Survey in June 1991..
 TD1474
 TD1474.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG5223 ***********************************************************************
 DG5223  DESIGNATION -  4503 A
 DG5223  PID         -  DG5223
 DG5223  STATE/COUNTY-  MN/MARSHALL
 DG5223  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5223
 DG5223                         *CURRENT SURVEY CONTROL
 DG5223  ___________________________________________________________________
 DG5223* NAD 83(1986)-  48 10 50.     (N)    096 11 39.     (W)     SCALED    
 DG5223* NAVD 88     -       345.930  (meters)    1134.94   (feet)  ADJUSTED  
 DG5223  ___________________________________________________________________
 DG5223  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DG5223  DYNAMIC HT  -         345.999 (meters)    1135.17  (feet)  COMP
 DG5223  MODELED GRAV-     980,799.9   (mgal)                       NAVD 88
 DG5223
 DG5223  VERT ORDER  -  SECOND    CLASS I
 DG5223
 DG5223.The horizontal coordinates were scaled from a topographic map and have
 DG5223.an estimated accuracy of +/- 6 seconds.
 DG5223
 DG5223.The orthometric height was determined by differential leveling
 DG5223.and adjusted by the National Geodetic Survey in July 2004..
 DG5223
 DG5223.Photographs are available for this station.
 DG5223
 DG5223.The geoid height was determined by GEOID03.
 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     -   291,440.      569,980.      MT  (+/- 180 meters Scaled)
 DG5223
 DG5223                          SUPERSEDED SURVEY CONTROL
 DG5223
 DG5223.No superseded survey control is available for this station.
 DG5223
 DG5223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU085401(NAD 83)
 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 = OCTOBER  6, 2006
 DG5226 ***********************************************************************
 DG5226  DESIGNATION -  4503 B
 DG5226  PID         -  DG5226
 DG5226  STATE/COUNTY-  MN/MARSHALL
 DG5226  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5226
 DG5226                         *CURRENT SURVEY CONTROL
 DG5226  ___________________________________________________________________
 DG5226* NAD 83(1986)-  48 12 38.     (N)    096 11 35.     (W)     SCALED    
 DG5226* NAVD 88     -       347.819  (meters)    1141.14   (feet)  ADJUSTED  
 DG5226  ___________________________________________________________________
 DG5226  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DG5226  DYNAMIC HT  -         347.889 (meters)    1141.37  (feet)  COMP
 DG5226  MODELED GRAV-     980,803.1   (mgal)                       NAVD 88
 DG5226
 DG5226  VERT ORDER  -  SECOND    CLASS I
 DG5226
 DG5226.The horizontal coordinates were scaled from a topographic map and have
 DG5226.an estimated accuracy of +/- 6 seconds.
 DG5226
 DG5226.The orthometric height was determined by differential leveling
 DG5226.and adjusted by the National Geodetic Survey in July 2004..
 DG5226
 DG5226.The geoid height was determined by GEOID03.
 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     -   294,770.      570,200.      MT  (+/- 180 meters Scaled)
 DG5226
 DG5226                          SUPERSEDED SURVEY CONTROL
 DG5226
 DG5226.No superseded survey control is available for this station.
 DG5226
 DG5226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU085435(NAD 83)
 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 = OCTOBER  6, 2006
 DG5235 ***********************************************************************
 DG5235  DESIGNATION -  4503 C
 DG5235  PID         -  DG5235
 DG5235  STATE/COUNTY-  MN/MARSHALL
 DG5235  USGS QUAD   -  HOLT (1962)
 DG5235
 DG5235                         *CURRENT SURVEY CONTROL
 DG5235  ___________________________________________________________________
 DG5235* NAD 83(1986)-  48 17 14.     (N)    096 11 59.     (W)     SCALED    
 DG5235* NAVD 88     -       351.749  (meters)    1154.03   (feet)  ADJUSTED  
 DG5235  ___________________________________________________________________
 DG5235  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DG5235  DYNAMIC HT  -         351.825 (meters)    1154.28  (feet)  COMP
 DG5235  MODELED GRAV-     980,817.9   (mgal)                       NAVD 88
 DG5235
 DG5235  VERT ORDER  -  SECOND    CLASS I
 DG5235
 DG5235.The horizontal coordinates were scaled from a topographic map and have
 DG5235.an estimated accuracy of +/- 6 seconds.
 DG5235
 DG5235.The orthometric height was determined by differential leveling
 DG5235.and adjusted by the National Geodetic Survey in July 2004..
 DG5235.No vertical observational check was made to the station.
 DG5235
 DG5235.The geoid height was determined by GEOID03.
 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     -   303,310.      570,050.      MT  (+/- 180 meters Scaled)
 DG5235
 DG5235                          SUPERSEDED SURVEY CONTROL
 DG5235
 DG5235.No superseded survey control is available for this station.
 DG5235
 DG5235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU077520(NAD 83)
 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 = OCTOBER  6, 2006
 DG5222 ***********************************************************************
 DG5222  DESIGNATION -  4503 E
 DG5222  PID         -  DG5222
 DG5222  STATE/COUNTY-  MN/MARSHALL
 DG5222  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5222
 DG5222                         *CURRENT SURVEY CONTROL
 DG5222  ___________________________________________________________________
 DG5222* NAD 83(1986)-  48 10 45.     (N)    096 11 38.     (W)     SCALED    
 DG5222* NAVD 88     -       345.380  (meters)    1133.13   (feet)  ADJUSTED  
 DG5222  ___________________________________________________________________
 DG5222  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DG5222  DYNAMIC HT  -         345.448 (meters)    1133.36  (feet)  COMP
 DG5222  MODELED GRAV-     980,799.8   (mgal)                       NAVD 88
 DG5222
 DG5222  VERT ORDER  -  SECOND    CLASS I
 DG5222
 DG5222.The horizontal coordinates were scaled from a topographic map and have
 DG5222.an estimated accuracy of +/- 6 seconds.
 DG5222
 DG5222.The orthometric height was determined by differential leveling
 DG5222.and adjusted by the National Geodetic Survey in July 2004..
 DG5222
 DG5222.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DG5222;SPC MN N     -   291,280.      570,000.      MT  (+/- 180 meters Scaled)
 DG5222
 DG5222                          SUPERSEDED SURVEY CONTROL
 DG5222
 DG5222.No superseded survey control is available for this station.
 DG5222
 DG5222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU085400(NAD 83)
 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 - 2003
 DG5222_ROD/PIPE-DEPTH:  4.6 meters
 DG5222
 DG5222  HISTORY     - Date     Condition        Report By
 DG5222  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5224 ***********************************************************************
 DG5224  DESIGNATION -  4503 F
 DG5224  PID         -  DG5224
 DG5224  STATE/COUNTY-  MN/MARSHALL
 DG5224  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5224
 DG5224                         *CURRENT SURVEY CONTROL
 DG5224  ___________________________________________________________________
 DG5224* NAD 83(1986)-  48 11 45.     (N)    096 11 35.     (W)     SCALED    
 DG5224* NAVD 88     -       346.450  (meters)    1136.64   (feet)  ADJUSTED  
 DG5224  ___________________________________________________________________
 DG5224  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DG5224  DYNAMIC HT  -         346.519 (meters)    1136.87  (feet)  COMP
 DG5224  MODELED GRAV-     980,801.5   (mgal)                       NAVD 88
 DG5224
 DG5224  VERT ORDER  -  SECOND    CLASS I
 DG5224
 DG5224.The horizontal coordinates were scaled from a topographic map and have
 DG5224.an estimated accuracy of +/- 6 seconds.
 DG5224
 DG5224.The orthometric height was determined by differential leveling
 DG5224.and adjusted by the National Geodetic Survey in July 2004..
 DG5224
 DG5224.The geoid height was determined by GEOID03.
 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     -   293,130.      570,130.      MT  (+/- 180 meters Scaled)
 DG5224
 DG5224                          SUPERSEDED SURVEY CONTROL
 DG5224
 DG5224.No superseded survey control is available for this station.
 DG5224
 DG5224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU085418(NAD 83)
 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 = OCTOBER  6, 2006
 DG5225 ***********************************************************************
 DG5225  DESIGNATION -  4503 G
 DG5225  PID         -  DG5225
 DG5225  STATE/COUNTY-  MN/MARSHALL
 DG5225  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5225
 DG5225                         *CURRENT SURVEY CONTROL
 DG5225  ___________________________________________________________________
 DG5225* NAD 83(1986)-  48 12 37.     (N)    096 11 33.     (W)     SCALED    
 DG5225* NAVD 88     -       347.262  (meters)    1139.31   (feet)  ADJUSTED  
 DG5225  ___________________________________________________________________
 DG5225  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DG5225  DYNAMIC HT  -         347.332 (meters)    1139.54  (feet)  COMP
 DG5225  MODELED GRAV-     980,803.1   (mgal)                       NAVD 88
 DG5225
 DG5225  VERT ORDER  -  SECOND    CLASS I
 DG5225
 DG5225.The horizontal coordinates were scaled from a topographic map and have
 DG5225.an estimated accuracy of +/- 6 seconds.
 DG5225
 DG5225.The orthometric height was determined by differential leveling
 DG5225.and adjusted by the National Geodetic Survey in July 2004..
 DG5225
 DG5225.Photographs are available for this station.
 DG5225
 DG5225.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DG5225;SPC MN N     -   294,740.      570,240.      MT  (+/- 180 meters Scaled)
 DG5225
 DG5225                          SUPERSEDED SURVEY CONTROL
 DG5225
 DG5225.No superseded survey control is available for this station.
 DG5225
 DG5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU085434(NAD 83)
 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 - 2003
 DG5225_ROD/PIPE-DEPTH:  4.6 meters
 DG5225
 DG5225  HISTORY     - Date     Condition        Report By
 DG5225  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5230 ***********************************************************************
 DG5230  DESIGNATION -  4503 H
 DG5230  PID         -  DG5230
 DG5230  STATE/COUNTY-  MN/MARSHALL
 DG5230  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5230
 DG5230                         *CURRENT SURVEY CONTROL
 DG5230  ___________________________________________________________________
 DG5230* NAD 83(1986)-  48 13 30.     (N)    096 11 37.     (W)     SCALED    
 DG5230* NAVD 88     -       348.748  (meters)    1144.18   (feet)  ADJUSTED  
 DG5230  ___________________________________________________________________
 DG5230  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DG5230  DYNAMIC HT  -         348.819 (meters)    1144.42  (feet)  COMP
 DG5230  MODELED GRAV-     980,804.9   (mgal)                       NAVD 88
 DG5230
 DG5230  VERT ORDER  -  SECOND    CLASS I
 DG5230
 DG5230.The horizontal coordinates were scaled from a topographic map and have
 DG5230.an estimated accuracy of +/- 6 seconds.
 DG5230
 DG5230.The orthometric height was determined by differential leveling
 DG5230.and adjusted by the National Geodetic Survey in July 2004..
 DG5230
 DG5230.Photographs are available for this station.
 DG5230
 DG5230.The geoid height was determined by GEOID03.
 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     -   296,380.      570,220.      MT  (+/- 180 meters Scaled)
 DG5230
 DG5230                          SUPERSEDED SURVEY CONTROL
 DG5230
 DG5230.No superseded survey control is available for this station.
 DG5230
 DG5230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU084451(NAD 83)
 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 = OCTOBER  6, 2006
 DG5232 ***********************************************************************
 DG5232  DESIGNATION -  4503 J
 DG5232  PID         -  DG5232
 DG5232  STATE/COUNTY-  MN/MARSHALL
 DG5232  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5232
 DG5232                         *CURRENT SURVEY CONTROL
 DG5232  ___________________________________________________________________
 DG5232* NAD 83(1986)-  48 14 48.     (N)    096 11 38.     (W)     SCALED    
 DG5232* NAVD 88     -       350.332  (meters)    1149.38   (feet)  ADJUSTED  
 DG5232  ___________________________________________________________________
 DG5232  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DG5232  DYNAMIC HT  -         350.404 (meters)    1149.62  (feet)  COMP
 DG5232  MODELED GRAV-     980,808.5   (mgal)                       NAVD 88
 DG5232
 DG5232  VERT ORDER  -  SECOND    CLASS I
 DG5232
 DG5232.The horizontal coordinates were scaled from a topographic map and have
 DG5232.an estimated accuracy of +/- 6 seconds.
 DG5232
 DG5232.The orthometric height was determined by differential leveling
 DG5232.and adjusted by the National Geodetic Survey in July 2004..
 DG5232.No vertical observational check was made to the station.
 DG5232
 DG5232.Photographs are available for this station.
 DG5232
 DG5232.The geoid height was determined by GEOID03.
 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     -   298,780.      570,300.      MT  (+/- 180 meters Scaled)
 DG5232
 DG5232                          SUPERSEDED SURVEY CONTROL
 DG5232
 DG5232.No superseded survey control is available for this station.
 DG5232
 DG5232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU083475(NAD 83)
 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 = OCTOBER  6, 2006
 DG5233 ***********************************************************************
 DG5233  DESIGNATION -  4503 K
 DG5233  PID         -  DG5233
 DG5233  STATE/COUNTY-  MN/MARSHALL
 DG5233  USGS QUAD   -  HOLT (1962)
 DG5233
 DG5233                         *CURRENT SURVEY CONTROL
 DG5233  ___________________________________________________________________
 DG5233* NAD 83(1986)-  48 15 26.     (N)    096 11 37.     (W)     SCALED    
 DG5233* NAVD 88     -       350.771  (meters)    1150.82   (feet)  ADJUSTED  
 DG5233  ___________________________________________________________________
 DG5233  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DG5233  DYNAMIC HT  -         350.845 (meters)    1151.06  (feet)  COMP
 DG5233  MODELED GRAV-     980,810.9   (mgal)                       NAVD 88
 DG5233
 DG5233  VERT ORDER  -  SECOND    CLASS I
 DG5233
 DG5233.The horizontal coordinates were scaled from a topographic map and have
 DG5233.an estimated accuracy of +/- 6 seconds.
 DG5233
 DG5233.The orthometric height was determined by differential leveling
 DG5233.and adjusted by the National Geodetic Survey in July 2004..
 DG5233.No vertical observational check was made to the station.
 DG5233
 DG5233.Photographs are available for this station.
 DG5233
 DG5233.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DG5233;SPC MN N     -   299,960.      570,370.      MT  (+/- 180 meters Scaled)
 DG5233
 DG5233                          SUPERSEDED SURVEY CONTROL
 DG5233
 DG5233.No superseded survey control is available for this station.
 DG5233
 DG5233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU082486(NAD 83)
 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 - 2003
 DG5233_ROD/PIPE-DEPTH:  6.1 meters
 DG5233
 DG5233  HISTORY     - Date     Condition        Report By
 DG5233  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5234 ***********************************************************************
 DG5234  DESIGNATION -  4503 L
 DG5234  PID         -  DG5234
 DG5234  STATE/COUNTY-  MN/MARSHALL
 DG5234  USGS QUAD   -  HOLT (1962)
 DG5234
 DG5234                         *CURRENT SURVEY CONTROL
 DG5234  ___________________________________________________________________
 DG5234* NAD 83(1986)-  48 16 08.     (N)    096 11 34.     (W)     SCALED    
 DG5234* NAVD 88     -       351.515  (meters)    1153.26   (feet)  ADJUSTED  
 DG5234  ___________________________________________________________________
 DG5234  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DG5234  DYNAMIC HT  -         351.590 (meters)    1153.51  (feet)  COMP
 DG5234  MODELED GRAV-     980,814.0   (mgal)                       NAVD 88
 DG5234
 DG5234  VERT ORDER  -  SECOND    CLASS I
 DG5234
 DG5234.The horizontal coordinates were scaled from a topographic map and have
 DG5234.an estimated accuracy of +/- 6 seconds.
 DG5234
 DG5234.The orthometric height was determined by differential leveling
 DG5234.and adjusted by the National Geodetic Survey in July 2004..
 DG5234.No vertical observational check was made to the station.
 DG5234
 DG5234.Photographs are available for this station.
 DG5234
 DG5234.The geoid height was determined by GEOID03.
 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     -   301,250.      570,480.      MT  (+/- 180 meters Scaled)
 DG5234
 DG5234                          SUPERSEDED SURVEY CONTROL
 DG5234
 DG5234.No superseded survey control is available for this station.
 DG5234
 DG5234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU083499(NAD 83)
 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 = OCTOBER  6, 2006
 DG5236 ***********************************************************************
 DG5236  DESIGNATION -  4503 M
 DG5236  PID         -  DG5236
 DG5236  STATE/COUNTY-  MN/MARSHALL
 DG5236  USGS QUAD   -  HOLT (1962)
 DG5236
 DG5236                         *CURRENT SURVEY CONTROL
 DG5236  ___________________________________________________________________
 DG5236* NAD 83(1986)-  48 18 00.     (N)    096 11 36.     (W)     SCALED    
 DG5236* NAVD 88     -       350.593  (meters)    1150.24   (feet)  ADJUSTED  
 DG5236  ___________________________________________________________________
 DG5236  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DG5236  DYNAMIC HT  -         350.671 (meters)    1150.49  (feet)  COMP
 DG5236  MODELED GRAV-     980,822.3   (mgal)                       NAVD 88
 DG5236
 DG5236  VERT ORDER  -  SECOND    CLASS I
 DG5236
 DG5236.The horizontal coordinates were scaled from a topographic map and have
 DG5236.an estimated accuracy of +/- 6 seconds.
 DG5236
 DG5236.The orthometric height was determined by differential leveling
 DG5236.and adjusted by the National Geodetic Survey in July 2004..
 DG5236.No vertical observational check was made to the station.
 DG5236
 DG5236.Photographs are available for this station.
 DG5236
 DG5236.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DG5236;SPC MN N     -   304,710.      570,580.      MT  (+/- 180 meters Scaled)
 DG5236
 DG5236                          SUPERSEDED SURVEY CONTROL
 DG5236
 DG5236.No superseded survey control is available for this station.
 DG5236
 DG5236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU081534(NAD 83)
 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 - 2003
 DG5236_ROD/PIPE-DEPTH:  7.6 meters
 DG5236
 DG5236  HISTORY     - Date     Condition        Report By
 DG5236  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5237 ***********************************************************************
 DG5237  DESIGNATION -  4503 N
 DG5237  PID         -  DG5237
 DG5237  STATE/COUNTY-  MN/MARSHALL
 DG5237  USGS QUAD   -  HOLT (1962)
 DG5237
 DG5237                         *CURRENT SURVEY CONTROL
 DG5237  ___________________________________________________________________
 DG5237* NAD 83(1986)-  48 18 53.     (N)    096 11 36.     (W)     SCALED    
 DG5237* NAVD 88     -       349.009  (meters)    1145.04   (feet)  ADJUSTED  
 DG5237  ___________________________________________________________________
 DG5237  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DG5237  DYNAMIC HT  -         349.088 (meters)    1145.30  (feet)  COMP
 DG5237  MODELED GRAV-     980,826.2   (mgal)                       NAVD 88
 DG5237
 DG5237  VERT ORDER  -  SECOND    CLASS I
 DG5237
 DG5237.The horizontal coordinates were scaled from a topographic map and have
 DG5237.an estimated accuracy of +/- 6 seconds.
 DG5237
 DG5237.The orthometric height was determined by differential leveling
 DG5237.and adjusted by the National Geodetic Survey in July 2004..
 DG5237.No vertical observational check was made to the station.
 DG5237
 DG5237.Photographs are available for this station.
 DG5237
 DG5237.The geoid height was determined by GEOID03.
 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     -   306,340.      570,640.      MT  (+/- 180 meters Scaled)
 DG5237
 DG5237                          SUPERSEDED SURVEY CONTROL
 DG5237
 DG5237.No superseded survey control is available for this station.
 DG5237
 DG5237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU080550(NAD 83)
 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 = OCTOBER  6, 2006
 DG5238 ***********************************************************************
 DG5238  DESIGNATION -  4503 P
 DG5238  PID         -  DG5238
 DG5238  STATE/COUNTY-  MN/MARSHALL
 DG5238  USGS QUAD   -  HOLT (1962)
 DG5238
 DG5238                         *CURRENT SURVEY CONTROL
 DG5238  ___________________________________________________________________
 DG5238* NAD 83(1986)-  48 19 45.     (N)    096 11 35.     (W)     SCALED    
 DG5238* NAVD 88     -       349.119  (meters)    1145.40   (feet)  ADJUSTED  
 DG5238  ___________________________________________________________________
 DG5238  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DG5238  DYNAMIC HT  -         349.199 (meters)    1145.66  (feet)  COMP
 DG5238  MODELED GRAV-     980,829.7   (mgal)                       NAVD 88
 DG5238
 DG5238  VERT ORDER  -  SECOND    CLASS I
 DG5238
 DG5238.The horizontal coordinates were scaled from a topographic map and have
 DG5238.an estimated accuracy of +/- 6 seconds.
 DG5238
 DG5238.The orthometric height was determined by differential leveling
 DG5238.and adjusted by the National Geodetic Survey in July 2004..
 DG5238.No vertical observational check was made to the station.
 DG5238
 DG5238.Photographs are available for this station.
 DG5238
 DG5238.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 DG5238;SPC MN N     -   307,950.      570,730.      MT  (+/- 180 meters Scaled)
 DG5238
 DG5238                          SUPERSEDED SURVEY CONTROL
 DG5238
 DG5238.No superseded survey control is available for this station.
 DG5238
 DG5238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU080566(NAD 83)
 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: FLUSH
 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 - 2003
 DG5238_ROD/PIPE-DEPTH:  9.1 meters
 DG5238
 DG5238  HISTORY     - Date     Condition        Report By
 DG5238  HISTORY     - 2003     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5239 ***********************************************************************
 DG5239  DESIGNATION -  4503 Q
 DG5239  PID         -  DG5239
 DG5239  STATE/COUNTY-  MN/MARSHALL
 DG5239  USGS QUAD   -  HOLT (1962)
 DG5239
 DG5239                         *CURRENT SURVEY CONTROL
 DG5239  ___________________________________________________________________
 DG5239* NAD 83(1986)-  48 20 36.     (N)    096 11 31.     (W)     SCALED    
 DG5239* NAVD 88     -       348.915  (meters)    1144.73   (feet)  ADJUSTED  
 DG5239  ___________________________________________________________________
 DG5239  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DG5239  DYNAMIC HT  -         348.996 (meters)    1145.00  (feet)  COMP
 DG5239  MODELED GRAV-     980,833.0   (mgal)                       NAVD 88
 DG5239
 DG5239  VERT ORDER  -  SECOND    CLASS I
 DG5239
 DG5239.The horizontal coordinates were scaled from a topographic map and have
 DG5239.an estimated accuracy of +/- 6 seconds.
 DG5239
 DG5239.The orthometric height was determined by differential leveling
 DG5239.and adjusted by the National Geodetic Survey in July 2004..
 DG5239.No vertical observational check was made to the station.
 DG5239
 DG5239.Photographs are available for this station.
 DG5239
 DG5239.The geoid height was determined by GEOID03.
 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     -   309,520.      570,870.      MT  (+/- 180 meters Scaled)
 DG5239
 DG5239                          SUPERSEDED SURVEY CONTROL
 DG5239
 DG5239.No superseded survey control is available for this station.
 DG5239
 DG5239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU080582(NAD 83)
 DG5239_MARKER: DV = VERTICAL CONTROL DISK
 DG5239_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 DG5240 ***********************************************************************
 DG5240  DESIGNATION -  4503 R
 DG5240  PID         -  DG5240
 DG5240  STATE/COUNTY-  MN/MARSHALL
 DG5240  USGS QUAD   -  HOLT (1962)
 DG5240
 DG5240                         *CURRENT SURVEY CONTROL
 DG5240  ___________________________________________________________________
 DG5240* NAD 83(1986)-  48 21 28.     (N)    096 11 01.     (W)     SCALED    
 DG5240* NAVD 88     -       349.410  (meters)    1146.36   (feet)  ADJUSTED  
 DG5240  ___________________________________________________________________
 DG5240  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DG5240  DYNAMIC HT  -         349.492 (meters)    1146.62  (feet)  COMP
 DG5240  MODELED GRAV-     980,836.3   (mgal)                       NAVD 88
 DG5240
 DG5240  VERT ORDER  -  SECOND    CLASS I
 DG5240
 DG5240.The horizontal coordinates were scaled from a topographic map and have
 DG5240.an estimated accuracy of +/- 6 seconds.
 DG5240
 DG5240.The orthometric height was determined by differential leveling
 DG5240.and adjusted by the National Geodetic Survey in July 2004..
 DG5240.No vertical observational check was made to the station.
 DG5240
 DG5240.Photographs are available for this station.
 DG5240
 DG5240.The geoid height was determined by GEOID03.
 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     -   311,100.      571,550.      MT  (+/- 180 meters Scaled)
 DG5240
 DG5240                          SUPERSEDED SURVEY CONTROL
 DG5240
 DG5240.No superseded survey control is available for this station.
 DG5240
 DG5240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU086599(NAD 83)
 DG5240_MARKER: DB = BENCH MARK DISK
 DG5240_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 DG5241 ***********************************************************************
 DG5241  DESIGNATION -  4504 B
 DG5241  PID         -  DG5241
 DG5241  STATE/COUNTY-  MN/MARSHALL
 DG5241  USGS QUAD   -  HOLT (1962)
 DG5241
 DG5241                         *CURRENT SURVEY CONTROL
 DG5241  ___________________________________________________________________
 DG5241* NAD 83(1986)-  48 22 08.     (N)    096 10 33.     (W)     SCALED    
 DG5241* NAVD 88     -       348.099  (meters)    1142.05   (feet)  ADJUSTED  
 DG5241  ___________________________________________________________________
 DG5241  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DG5241  DYNAMIC HT  -         348.182 (meters)    1142.33  (feet)  COMP
 DG5241  MODELED GRAV-     980,838.5   (mgal)                       NAVD 88
 DG5241
 DG5241  VERT ORDER  -  SECOND    CLASS I
 DG5241
 DG5241.The horizontal coordinates were scaled from a topographic map and have
 DG5241.an estimated accuracy of +/- 6 seconds.
 DG5241
 DG5241.The orthometric height was determined by differential leveling
 DG5241.and adjusted by the National Geodetic Survey in July 2004..
 DG5241.No vertical observational check was made to the station.
 DG5241
 DG5241.Photographs are available for this station.
 DG5241
 DG5241.The geoid height was determined by GEOID03.
 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.      572,180.      MT  (+/- 180 meters Scaled)
 DG5241
 DG5241                          SUPERSEDED SURVEY CONTROL
 DG5241
 DG5241.No superseded survey control is available for this station.
 DG5241
 DG5241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU091611(NAD 83)
 DG5241_MARKER: DB = BENCH MARK DISK
 DG5241_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 AJ8606 ***********************************************************************
 AJ8606  DESIGNATION -  4508 A
 AJ8606  PID         -  AJ8606
 AJ8606  STATE/COUNTY-  MN/MARSHALL
 AJ8606  USGS QUAD   -  WANNASKA SW (1984)
 AJ8606
 AJ8606                         *CURRENT SURVEY CONTROL
 AJ8606  ___________________________________________________________________
 AJ8606* NAD 83(1996)-  48 32 22.38496(N)    095 43 56.63073(W)     ADJUSTED  
 AJ8606* NAVD 88     -       359.236  (meters)    1178.59   (feet)  ADJUSTED  
 AJ8606  ___________________________________________________________________
 AJ8606  X           -    -422,618.689 (meters)                     COMP
 AJ8606  Y           -  -4,210,004.603 (meters)                     COMP
 AJ8606  Z           -   4,757,059.404 (meters)                     COMP
 AJ8606  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 AJ8606  ELLIP HEIGHT-         331.76  (meters)          (03/29/02) GPS OBS
 AJ8606  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AJ8606  DYNAMIC HT  -         359.326 (meters)    1178.89  (feet)  COMP
 AJ8606  MODELED GRAV-     980,851.1   (mgal)                       NAVD 88
 AJ8606
 AJ8606  HORZ ORDER  -  FIRST
 AJ8606  VERT ORDER  -  SECOND    CLASS I
 AJ8606  ELLP ORDER  -  FOURTH    CLASS I
 AJ8606
 AJ8606.The horizontal coordinates were established by GPS observations
 AJ8606.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8606
 AJ8606.The orthometric height was determined by differential leveling
 AJ8606.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ8606
 AJ8606.The ellipsoidal height was determined by GPS observations
 AJ8606.and is referenced to NAD 83.
 AJ8606
 AJ8606.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8606;SPC MN N     -   330,062.025   605,655.261   MT  0.99997845   -1 57 04.3
 AJ8606;UTM  15      - 5,379,877.172   298,319.171   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  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_MARKER: DB = BENCH MARK DISK
 AJ8606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 DE7860 ***********************************************************************
 DE7860  DESIGNATION -  4508 B
 DE7860  PID         -  DE7860
 DE7860  STATE/COUNTY-  MN/MARSHALL
 DE7860  USGS QUAD   -  WANNASKA SW (1984)
 DE7860
 DE7860                         *CURRENT SURVEY CONTROL
 DE7860  ___________________________________________________________________
 DE7860* NAD 83(1986)-  48 31 31.     (N)    095 43 53.     (W)     SCALED    
 DE7860* NAVD 88     -       364.145  (meters)    1194.70   (feet)  ADJUSTED  
 DE7860  ___________________________________________________________________
 DE7860  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DE7860  DYNAMIC HT  -         364.238 (meters)    1195.00  (feet)  COMP
 DE7860  MODELED GRAV-     980,852.9   (mgal)                       NAVD 88
 DE7860
 DE7860  VERT ORDER  -  SECOND    CLASS I
 DE7860
 DE7860.The horizontal coordinates were scaled from a topographic map and have
 DE7860.an estimated accuracy of +/- 6 seconds.
 DE7860
 DE7860.The orthometric height was determined by differential leveling
 DE7860.and adjusted by the National Geodetic Survey in April 2004..
 DE7860
 DE7860.The geoid height was determined by GEOID03.
 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     -   328,470.      605,680.      MT  (+/- 180 meters Scaled)
 DE7860
 DE7860                          SUPERSEDED SURVEY CONTROL
 DE7860
 DE7860.No superseded survey control is available for this station.
 DE7860
 DE7860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP983782(NAD 83)
 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 = OCTOBER  6, 2006
 DE7861 ***********************************************************************
 DE7861  DESIGNATION -  4508 E
 DE7861  PID         -  DE7861
 DE7861  STATE/COUNTY-  MN/MARSHALL
 DE7861  USGS QUAD   -  RANDEEN RIDGE (1973)
 DE7861
 DE7861                         *CURRENT SURVEY CONTROL
 DE7861  ___________________________________________________________________
 DE7861* NAD 83(1986)-  48 27 24.     (N)    095 43 51.     (W)     SCALED    
 DE7861* NAVD 88     -       358.279  (meters)    1175.45   (feet)  ADJUSTED  
 DE7861  ___________________________________________________________________
 DE7861  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DE7861  DYNAMIC HT  -         358.370 (meters)    1175.75  (feet)  COMP
 DE7861  MODELED GRAV-     980,853.5   (mgal)                       NAVD 88
 DE7861
 DE7861  VERT ORDER  -  SECOND    CLASS I
 DE7861
 DE7861.The horizontal coordinates were scaled from a topographic map and have
 DE7861.an estimated accuracy of +/- 6 seconds.
 DE7861
 DE7861.The orthometric height was determined by differential leveling
 DE7861.and adjusted by the National Geodetic Survey in April 2004..
 DE7861
 DE7861.The geoid height was determined by GEOID03.
 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     -   320,850.      605,460.      MT  (+/- 180 meters Scaled)
 DE7861
 DE7861                          SUPERSEDED SURVEY CONTROL
 DE7861
 DE7861.No superseded survey control is available for this station.
 DE7861
 DE7861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP981706(NAD 83)
 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 = OCTOBER  6, 2006
 AJ8607 ***********************************************************************
 AJ8607  DESIGNATION -  4508 G
 AJ8607  PID         -  AJ8607
 AJ8607  STATE/COUNTY-  MN/MARSHALL
 AJ8607  USGS QUAD   -  RANDEEN RIDGE (1973)
 AJ8607
 AJ8607                         *CURRENT SURVEY CONTROL
 AJ8607  ___________________________________________________________________
 AJ8607* NAD 83(1996)-  48 23 44.30973(N)    095 43 55.08124(W)     ADJUSTED  
 AJ8607* NAVD 88     -       359.368  (meters)    1179.03   (feet)  ADJUSTED  
 AJ8607  ___________________________________________________________________
 AJ8607  X           -    -423,783.580 (meters)                     COMP
 AJ8607  Y           -  -4,221,928.040 (meters)                     COMP
 AJ8607  Z           -   4,746,448.648 (meters)                     COMP
 AJ8607  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 AJ8607  ELLIP HEIGHT-         332.12  (meters)          (03/29/02) GPS OBS
 AJ8607  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AJ8607  DYNAMIC HT  -         359.456 (meters)    1179.32  (feet)  COMP
 AJ8607  MODELED GRAV-     980,845.2   (mgal)                       NAVD 88
 AJ8607
 AJ8607  HORZ ORDER  -  FIRST
 AJ8607  VERT ORDER  -  SECOND    CLASS I
 AJ8607  ELLP ORDER  -  FOURTH    CLASS I
 AJ8607
 AJ8607.The horizontal coordinates were established by GPS observations
 AJ8607.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8607
 AJ8607.The orthometric height was determined by differential leveling
 AJ8607.and adjusted by the National Geodetic Survey in April 2004..
 AJ8607
 AJ8607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8607
 AJ8607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8607
 AJ8607.The ellipsoidal height was determined by GPS observations
 AJ8607.and is referenced to NAD 83.
 AJ8607
 AJ8607.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8607;SPC MN N     -   314,068.110   605,142.274   MT  0.99995065   -1 57 03.1
 AJ8607;UTM  15      - 5,363,881.936   297,779.614   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  =   1.00005041
 AJ8607
 AJ8607:                Primary Azimuth Mark                     Grid Az
 AJ8607:SPC MN N     -  4508 W                                   008 34 24.4
 AJ8607:UTM  15      -  4508 W                                   008 39 57.9
 AJ8607
 AJ8607|---------------------------------------------------------------------|
 AJ8607| PID    Reference Object                     Distance      Geod. Az  |
 AJ8607|                                                           dddmmss.s |
 AJ8607| AJ8612 4508 W                              APPROX. 1.6 KM 0063721.3 |
 AJ8607| AJ8613 4508 X                              APPROX. 1.6 KM 1832836.0 |
 AJ8607|---------------------------------------------------------------------|
 AJ8607
 AJ8607                          SUPERSEDED SURVEY CONTROL
 AJ8607
 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: 15UTP9778063882(NAD 83)
 AJ8607_MARKER: DB = BENCH MARK DISK
 AJ8607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8607_STAMPING: 4508 G 1958
 AJ8607_MARK LOGO: MNDT  
 AJ8607_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8607+STABILITY: SURFACE MOTION
 AJ8607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8607+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 AJ8607
 AJ8607  HISTORY     - Date     Condition        Report By
 AJ8607  HISTORY     - 1958     MONUMENTED       MNDT
 AJ8607  HISTORY     - 19980401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7880 ***********************************************************************
 DE7880  DESIGNATION -  4508 J=19 B
 DE7880  PID         -  DE7880
 DE7880  STATE/COUNTY-  MN/MARSHALL
 DE7880  USGS QUAD   -  GRYGLA SW (1973)
 DE7880
 DE7880                         *CURRENT SURVEY CONTROL
 DE7880  ___________________________________________________________________
 DE7880* NAD 83(1986)-  48 19 30.     (N)    095 44 35.     (W)     SCALED    
 DE7880* NAVD 88     -       355.214  (meters)    1165.40   (feet)  ADJUSTED  
 DE7880  ___________________________________________________________________
 DE7880  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DE7880  DYNAMIC HT  -         355.294 (meters)    1165.66  (feet)  COMP
 DE7880  MODELED GRAV-     980,827.5   (mgal)                       NAVD 88
 DE7880
 DE7880  VERT ORDER  -  SECOND    CLASS I
 DE7880
 DE7880.The horizontal coordinates were scaled from a topographic map and have
 DE7880.an estimated accuracy of +/- 6 seconds.
 DE7880
 DE7880.The orthometric height was determined by differential leveling
 DE7880.and adjusted by the National Geodetic Survey in April 2004..
 DE7880
 DE7880.The geoid height was determined by GEOID03.
 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     -   306,250.      604,050.      MT  (+/- 180 meters Scaled)
 DE7880
 DE7880                          SUPERSEDED SURVEY CONTROL
 DE7880
 DE7880.No superseded survey control is available for this station.
 DE7880
 DE7880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP966560(NAD 83)
 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 = OCTOBER  6, 2006
 DG6153 ***********************************************************************
 DG6153  DESIGNATION -  4508 L
 DG6153  PID         -  DG6153
 DG6153  STATE/COUNTY-  MN/MARSHALL
 DG6153  USGS QUAD   -  GRYGLA SW (1973)
 DG6153
 DG6153                         *CURRENT SURVEY CONTROL
 DG6153  ___________________________________________________________________
 DG6153* NAD 83(1986)-  48 18 11.     (N)    095 43 57.     (W)     SCALED    
 DG6153* NAVD 88     -       354.474  (meters)    1162.97   (feet)  ADJUSTED  
 DG6153  ___________________________________________________________________
 DG6153  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DG6153  DYNAMIC HT  -         354.552 (meters)    1163.23  (feet)  COMP
 DG6153  MODELED GRAV-     980,821.5   (mgal)                       NAVD 88
 DG6153
 DG6153  VERT ORDER  -  SECOND    CLASS I
 DG6153
 DG6153.The horizontal coordinates were scaled from a topographic map and have
 DG6153.an estimated accuracy of +/- 6 seconds.
 DG6153
 DG6153.The orthometric height was determined by differential leveling
 DG6153.and adjusted by the National Geodetic Survey in February 2005..
 DG6153
 DG6153.The geoid height was determined by GEOID03.
 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     -   303,780.      604,750.      MT  (+/- 180 meters Scaled)
 DG6153
 DG6153                          SUPERSEDED SURVEY CONTROL
 DG6153
 DG6153.No superseded survey control is available for this station.
 DG6153
 DG6153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP973535(NAD 83)
 DG6153_MARKER: DB = BENCH MARK DISK
 DG6153_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DG6153+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 DG6152 ***********************************************************************
 DG6152  DESIGNATION -  4508 M
 DG6152  PID         -  DG6152
 DG6152  STATE/COUNTY-  MN/MARSHALL
 DG6152  USGS QUAD   -  GRYGLA SW (1973)
 DG6152
 DG6152                         *CURRENT SURVEY CONTROL
 DG6152  ___________________________________________________________________
 DG6152* NAD 83(1986)-  48 18 16.     (N)    095 43 12.     (W)     SCALED    
 DG6152* NAVD 88     -       355.192  (meters)    1165.33   (feet)  ADJUSTED  
 DG6152  ___________________________________________________________________
 DG6152  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DG6152  DYNAMIC HT  -         355.271 (meters)    1165.58  (feet)  COMP
 DG6152  MODELED GRAV-     980,821.1   (mgal)                       NAVD 88
 DG6152
 DG6152  VERT ORDER  -  SECOND    CLASS I
 DG6152
 DG6152.The horizontal coordinates were scaled from a topographic map and have
 DG6152.an estimated accuracy of +/- 6 seconds.
 DG6152
 DG6152.The orthometric height was determined by differential leveling
 DG6152.and adjusted by the National Geodetic Survey in February 2005..
 DG6152
 DG6152.The geoid height was determined by GEOID03.
 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     -   303,900.      605,680.      MT  (+/- 180 meters Scaled)
 DG6152
 DG6152                          SUPERSEDED SURVEY CONTROL
 DG6152
 DG6152.No superseded survey control is available for this station.
 DG6152
 DG6152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP983537(NAD 83)
 DG6152_MARKER: DB = BENCH MARK DISK
 DG6152_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DG6152+WITH SETTING: INTO GROUND
 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 = OCTOBER  6, 2006
 DG6150 ***********************************************************************
 DG6150  DESIGNATION -  4508 P
 DG6150  PID         -  DG6150
 DG6150  STATE/COUNTY-  MN/MARSHALL
 DG6150  USGS QUAD   -  GRYGLA SW (1973)
 DG6150
 DG6150                         *CURRENT SURVEY CONTROL
 DG6150  ___________________________________________________________________
 DG6150* NAD 83(1986)-  48 18 13.     (N)    095 40 09.     (W)     SCALED    
 DG6150* NAVD 88     -       356.259  (meters)    1168.83   (feet)  ADJUSTED  
 DG6150  ___________________________________________________________________
 DG6150  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DG6150  DYNAMIC HT  -         356.337 (meters)    1169.08  (feet)  COMP
 DG6150  MODELED GRAV-     980,819.1   (mgal)                       NAVD 88
 DG6150
 DG6150  VERT ORDER  -  SECOND    CLASS I
 DG6150
 DG6150.The horizontal coordinates were scaled from a topographic map and have
 DG6150.an estimated accuracy of +/- 6 seconds.
 DG6150
 DG6150.The orthometric height was determined by differential leveling
 DG6150.and adjusted by the National Geodetic Survey in February 2005..
 DG6150
 DG6150.The geoid height was determined by GEOID03.
 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     -   303,680.      609,450.      MT  (+/- 180 meters Scaled)
 DG6150
 DG6150                          SUPERSEDED SURVEY CONTROL
 DG6150
 DG6150.No superseded survey control is available for this station.
 DG6150
 DG6150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP020534(NAD 83)
 DG6150_MARKER: DB = BENCH MARK DISK
 DG6150_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DG6150+WITH SETTING: INTO GROUND
 DG6150_STAMPING: 4508 P 1980
 DG6150_MARK LOGO: MNDT  
 DG6150_PROJECTION: PROJECTING 3 CENTIMETERS
 DG6150_MAGNETIC: I = MARKER IS A STEEL ROD
 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 - June 26, 2003
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6146 ***********************************************************************
 DG6146  DESIGNATION -  4508 S
 DG6146  PID         -  DG6146
 DG6146  STATE/COUNTY-  MN/MARSHALL
 DG6146  USGS QUAD   -  GRYGLA (1973)
 DG6146
 DG6146                         *CURRENT SURVEY CONTROL
 DG6146  ___________________________________________________________________
 DG6146* NAD 83(1986)-  48 18 00.     (N)    095 36 54.     (W)     SCALED    
 DG6146* NAVD 88     -       358.727  (meters)    1176.92   (feet)  ADJUSTED  
 DG6146  ___________________________________________________________________
 DG6146  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DG6146  DYNAMIC HT  -         358.809 (meters)    1177.19  (feet)  COMP
 DG6146  MODELED GRAV-     980,828.5   (mgal)                       NAVD 88
 DG6146
 DG6146  VERT ORDER  -  SECOND    CLASS I
 DG6146
 DG6146.The horizontal coordinates were scaled from a topographic map and have
 DG6146.an estimated accuracy of +/- 6 seconds.
 DG6146
 DG6146.The orthometric height was determined by differential leveling
 DG6146.and adjusted by the National Geodetic Survey in February 2005..
 DG6146
 DG6146.Photographs are available for this station.
 DG6146
 DG6146.The geoid height was determined by GEOID03.
 DG6146
 DG6146.The dynamic height is computed by dividing the NAVD 88
 DG6146.geopotential number by the normal gravity value computed on the
 DG6146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6146.degrees latitude (g = 980.6199 gals.).
 DG6146
 DG6146.The modeled gravity was interpolated from observed gravity values.
 DG6146
 DG6146;                    North         East    Units  Estimated Accuracy
 DG6146;SPC MN N     -   303,150.      613,450.      MT  (+/- 180 meters Scaled)
 DG6146
 DG6146                          SUPERSEDED SURVEY CONTROL
 DG6146
 DG6146.No superseded survey control is available for this station.
 DG6146
 DG6146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP060529(NAD 83)
 DG6146_MARKER: DB = BENCH MARK DISK
 DG6146_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DG6146+WITH SETTING: INTO GROUND
 DG6146_STAMPING: 4508 S 1980
 DG6146_MARK LOGO: MNDT  
 DG6146_PROJECTION: FLUSH
 DG6146_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6146+STABILITY: SURFACE MOTION
 DG6146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6146+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 DG6146_ROD/PIPE-DEPTH:  2.4 meters
 DG6146
 DG6146  HISTORY     - Date     Condition        Report By
 DG6146  HISTORY     - 1980     MONUMENTED       MNDT
 DG6146  HISTORY     - 20030702 GOOD             MNDT
 DG6146
 DG6146                          STATION DESCRIPTION
 DG6146
 DG6146'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG6146'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED IN
 DG6146'GRYGLA, 64 FT (19.5 M) WEST OF JCT OF TH 89 AND CO RD 54 IN GRYGLA, 70
 DG6146'FT (21.3 M) SOUTH OF TH 89, 62 FT (18.9 M) EAST OF NE COR OF MOTEL, 14
 DG6146'FT (4.3 M) NNW OF EAST LEG OF MOTEL 89 SIGN, AT TH 89 MP 80.95.  THE
 DG6146'MARK, A STANDARD MNDT BENCHMARK DISK SWEAT ON A 8 FT (2.4 M) COPPER
 DG6146'CLAD STEEL ROD WITH A TEE AT THE BASE AND SET IN CONCRETE IS FLUSH,
 DG6146'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8609 ***********************************************************************
 AJ8609  DESIGNATION -  4508 T
 AJ8609  PID         -  AJ8609
 AJ8609  STATE/COUNTY-  MN/MARSHALL
 AJ8609  USGS QUAD   -  WANNASKA SW (1984)
 AJ8609
 AJ8609                         *CURRENT SURVEY CONTROL
 AJ8609  ___________________________________________________________________
 AJ8609* NAD 83(1996)-  48 30 40.15928(N)    095 43 52.39451(W)     ADJUSTED  
 AJ8609* NAVD 88     -       365.437  (meters)    1198.94   (feet)  ADJUSTED  
 AJ8609  ___________________________________________________________________
 AJ8609  X           -    -422,768.912 (meters)                     COMP
 AJ8609  Y           -  -4,212,371.586 (meters)                     COMP
 AJ8609  Z           -   4,754,972.722 (meters)                     COMP
 AJ8609  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 AJ8609  ELLIP HEIGHT-         338.04  (meters)          (03/29/02) GPS OBS
 AJ8609  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AJ8609  DYNAMIC HT  -         365.530 (meters)    1199.24  (feet)  COMP
 AJ8609  MODELED GRAV-     980,854.3   (mgal)                       NAVD 88
 AJ8609
 AJ8609  HORZ ORDER  -  FIRST
 AJ8609  VERT ORDER  -  SECOND    CLASS I
 AJ8609  ELLP ORDER  -  FOURTH    CLASS I
 AJ8609
 AJ8609.The horizontal coordinates were established by GPS observations
 AJ8609.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8609
 AJ8609.The orthometric height was determined by differential leveling
 AJ8609.and adjusted by the National Geodetic Survey in April 2004..
 AJ8609
 AJ8609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8609
 AJ8609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8609
 AJ8609.The ellipsoidal height was determined by GPS observations
 AJ8609.and is referenced to NAD 83.
 AJ8609
 AJ8609.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8609;SPC MN N     -   326,903.321   605,634.642   MT  0.99997246   -1 57 01.1
 AJ8609;UTM  15      - 5,376,718.114   298,293.215   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  =   0.99991949
 AJ8609!UTM  15      -   0.99994702  x   1.00009989  =   1.00004691
 AJ8609
 AJ8609                          SUPERSEDED SURVEY CONTROL
 AJ8609
 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_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 = OCTOBER  6, 2006
 DG6151 ***********************************************************************
 DG6151  DESIGNATION -  4508 T 1
 DG6151  PID         -  DG6151
 DG6151  STATE/COUNTY-  MN/MARSHALL
 DG6151  USGS QUAD   -  GRYGLA SW (1973)
 DG6151
 DG6151                         *CURRENT SURVEY CONTROL
 DG6151  ___________________________________________________________________
 DG6151* NAD 83(1986)-  48 18 13.     (N)    095 42 06.     (W)     SCALED    
 DG6151* NAVD 88     -       355.771  (meters)    1167.23   (feet)  ADJUSTED  
 DG6151  ___________________________________________________________________
 DG6151  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DG6151  DYNAMIC HT  -         355.849 (meters)    1167.48  (feet)  COMP
 DG6151  MODELED GRAV-     980,820.1   (mgal)                       NAVD 88
 DG6151
 DG6151  VERT ORDER  -  SECOND    CLASS I
 DG6151
 DG6151.The horizontal coordinates were scaled from a topographic map and have
 DG6151.an estimated accuracy of +/- 6 seconds.
 DG6151
 DG6151.The orthometric height was determined by differential leveling
 DG6151.and adjusted by the National Geodetic Survey in February 2005..
 DG6151
 DG6151.The geoid height was determined by GEOID03.
 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     -   303,770.      607,040.      MT  (+/- 180 meters Scaled)
 DG6151
 DG6151                          SUPERSEDED SURVEY CONTROL
 DG6151
 DG6151.No superseded survey control is available for this station.
 DG6151
 DG6151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP996535(NAD 83)
 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 = OCTOBER  6, 2006
 AJ8610 ***********************************************************************
 AJ8610  DESIGNATION -  4508 U
 AJ8610  PID         -  AJ8610
 AJ8610  STATE/COUNTY-  MN/MARSHALL
 AJ8610  USGS QUAD   -  RANDEEN RIDGE (1973)
 AJ8610
 AJ8610                         *CURRENT SURVEY CONTROL
 AJ8610  ___________________________________________________________________
 AJ8610* NAD 83(1996)-  48 28 18.77391(N)    095 43 54.05079(W)     ADJUSTED  
 AJ8610* NAVD 88     -       357.371  (meters)    1172.47   (feet)  ADJUSTED  
 AJ8610  ___________________________________________________________________
 AJ8610  X           -    -423,128.844 (meters)                     COMP
 AJ8610  Y           -  -4,215,617.184 (meters)                     COMP
 AJ8610  Z           -   4,752,072.295 (meters)                     COMP
 AJ8610  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 AJ8610  ELLIP HEIGHT-         330.06  (meters)          (03/29/02) GPS OBS
 AJ8610  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AJ8610  DYNAMIC HT  -         357.462 (meters)    1172.77  (feet)  COMP
 AJ8610  MODELED GRAV-     980,855.3   (mgal)                       NAVD 88
 AJ8610
 AJ8610  HORZ ORDER  -  FIRST
 AJ8610  VERT ORDER  -  SECOND    CLASS I
 AJ8610  ELLP ORDER  -  FOURTH    CLASS I
 AJ8610
 AJ8610.The horizontal coordinates were established by GPS observations
 AJ8610.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8610
 AJ8610.The orthometric height was determined by differential leveling
 AJ8610.and adjusted by the National Geodetic Survey in April 2004..
 AJ8610
 AJ8610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8610
 AJ8610.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8610
 AJ8610.The ellipsoidal height was determined by GPS observations
 AJ8610.and is referenced to NAD 83.
 AJ8610
 AJ8610.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8610;SPC MN N     -   322,539.914   605,452.019   MT  0.99996458   -1 57 02.4
 AJ8610;UTM  15      - 5,372,354.443   298,103.282   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  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_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 = OCTOBER  6, 2006
 DG6149 ***********************************************************************
 DG6149  DESIGNATION -  4508 U 1
 DG6149  PID         -  DG6149
 DG6149  STATE/COUNTY-  MN/MARSHALL
 DG6149  USGS QUAD   -  GRYGLA SW (1973)
 DG6149
 DG6149                         *CURRENT SURVEY CONTROL
 DG6149  ___________________________________________________________________
 DG6149* NAD 83(1986)-  48 18 12.     (N)    095 39 08.     (W)     SCALED    
 DG6149* NAVD 88     -       357.329  (meters)    1172.34   (feet)  ADJUSTED  
 DG6149  ___________________________________________________________________
 DG6149  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DG6149  DYNAMIC HT  -         357.408 (meters)    1172.60  (feet)  COMP
 DG6149  MODELED GRAV-     980,820.3   (mgal)                       NAVD 88
 DG6149
 DG6149  VERT ORDER  -  SECOND    CLASS I
 DG6149
 DG6149.The horizontal coordinates were scaled from a topographic map and have
 DG6149.an estimated accuracy of +/- 6 seconds.
 DG6149
 DG6149.The orthometric height was determined by differential leveling
 DG6149.and adjusted by the National Geodetic Survey in February 2005..
 DG6149
 DG6149.The geoid height was determined by GEOID03.
 DG6149
 DG6149.The dynamic height is computed by dividing the NAVD 88
 DG6149.geopotential number by the normal gravity value computed on the
 DG6149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6149.degrees latitude (g = 980.6199 gals.).
 DG6149
 DG6149.The modeled gravity was interpolated from observed gravity values.
 DG6149
 DG6149;                    North         East    Units  Estimated Accuracy
 DG6149;SPC MN N     -   303,610.      610,710.      MT  (+/- 180 meters Scaled)
 DG6149
 DG6149                          SUPERSEDED SURVEY CONTROL
 DG6149
 DG6149.No superseded survey control is available for this station.
 DG6149
 DG6149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP033534(NAD 83)
 DG6149_MARKER: DD = SURVEY DISK
 DG6149_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6149_STAMPING: 4508 U 1 2003
 DG6149_MARK LOGO: MNDT  
 DG6149_PROJECTION: FLUSH
 DG6149_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6149+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG6149_ROD/PIPE-DEPTH:  4.6 meters
 DG6149
 DG6149  HISTORY     - Date     Condition        Report By
 DG6149  HISTORY     - 2003     MONUMENTED       MNDT
 DG6149
 DG6149                          STATION DESCRIPTION
 DG6149
 DG6149'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG6149'THE MARK IS LOCATED 2.0 MI (3.2 KM) WEST OF GRYGLA, 1.75 MI (2.82 KM)
 DG6149'WEST ALONG TH 89 FROM JCT OF TH 89 AND CO RD 54 IN GYRGLA, AT TH 89 MP
 DG6149'82.65, 58.9 MI (94.8 KM) NORTH OF TH 89, 92.2 FT (28.1 M) EAST OF ENT,
 DG6149'5.4 FT (1.6 M) WEST OF P-POLE, 2.9 FT (0.9 M) WEST OF WIT POST. THE
 DG6149'MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A 15 FT
 DG6149'(4.6 M) DRIVEN ALUMINUM ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS,
 DG6149'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8611 ***********************************************************************
 AJ8611  DESIGNATION -  4508 V
 AJ8611  PID         -  AJ8611
 AJ8611  STATE/COUNTY-  MN/MARSHALL
 AJ8611  USGS QUAD   -  RANDEEN RIDGE (1973)
 AJ8611
 AJ8611                         *CURRENT SURVEY CONTROL
 AJ8611  ___________________________________________________________________
 AJ8611* NAD 83(1996)-  48 25 28.02532(N)    095 43 45.98858(W)     ADJUSTED  
 AJ8611* NAVD 88     -       359.649  (meters)    1179.95   (feet)  ADJUSTED  
 AJ8611  ___________________________________________________________________
 AJ8611  X           -    -423,358.273 (meters)                     COMP
 AJ8611  Y           -  -4,219,562.701 (meters)                     COMP
 AJ8611  Z           -   4,748,575.486 (meters)                     COMP
 AJ8611  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 AJ8611  ELLIP HEIGHT-         332.37  (meters)          (03/29/02) GPS OBS
 AJ8611  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AJ8611  DYNAMIC HT  -         359.739 (meters)    1180.24  (feet)  COMP
 AJ8611  MODELED GRAV-     980,849.5   (mgal)                       NAVD 88
 AJ8611
 AJ8611  HORZ ORDER  -  FIRST
 AJ8611  VERT ORDER  -  SECOND    CLASS I
 AJ8611  ELLP ORDER  -  FOURTH    CLASS I
 AJ8611
 AJ8611.The horizontal coordinates were established by GPS observations
 AJ8611.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8611
 AJ8611.The orthometric height was determined by differential leveling
 AJ8611.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ8611
 AJ8611.The ellipsoidal height was determined by GPS observations
 AJ8611.and is referenced to NAD 83.
 AJ8611
 AJ8611.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8611;SPC MN N     -   317,263.353   605,438.144   MT  0.99995570   -1 56 56.4
 AJ8611;UTM  15      - 5,367,077.169   298,080.720   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  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: 15UTP9808167077(NAD 83)
 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 = OCTOBER  6, 2006
 AJ8612 ***********************************************************************
 AJ8612  DESIGNATION -  4508 W
 AJ8612  PID         -  AJ8612
 AJ8612  STATE/COUNTY-  MN/MARSHALL
 AJ8612  USGS QUAD   -  RANDEEN RIDGE (1973)
 AJ8612
 AJ8612                         *CURRENT SURVEY CONTROL
 AJ8612  ___________________________________________________________________
 AJ8612* NAD 83(1996)-  48 24 35.43321(N)    095 43 46.16583(W)     ADJUSTED  
 AJ8612* NAVD 88     -       358.066  (meters)    1174.75   (feet)  ADJUSTED  
 AJ8612  ___________________________________________________________________
 AJ8612  X           -    -423,483.108 (meters)                     COMP
 AJ8612  Y           -  -4,220,770.405 (meters)                     COMP
 AJ8612  Z           -   4,747,496.079 (meters)                     COMP
 AJ8612  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AJ8612  ELLIP HEIGHT-         330.80  (meters)          (03/29/02) GPS OBS
 AJ8612  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AJ8612  DYNAMIC HT  -         358.154 (meters)    1175.04  (feet)  COMP
 AJ8612  MODELED GRAV-     980,847.5   (mgal)                       NAVD 88
 AJ8612
 AJ8612  HORZ ORDER  -  FIRST
 AJ8612  VERT ORDER  -  SECOND    CLASS I
 AJ8612  ELLP ORDER  -  FOURTH    CLASS I
 AJ8612
 AJ8612.The horizontal coordinates were established by GPS observations
 AJ8612.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8612
 AJ8612.The orthometric height was determined by differential leveling
 AJ8612.and adjusted by the National Geodetic Survey in April 2004..
 AJ8612
 AJ8612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8612
 AJ8612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8612
 AJ8612.The ellipsoidal height was determined by GPS observations
 AJ8612.and is referenced to NAD 83.
 AJ8612
 AJ8612.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8612;SPC MN N     -   315,640.002   605,379.255   MT  0.99995311   -1 56 56.5
 AJ8612;UTM  15      - 5,365,453.678   298,019.178   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  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: 15UTP9801965454(NAD 83)
 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 - 1998
 AJ8612_ROD/PIPE-DEPTH:  4.6 meters
 AJ8612
 AJ8612  HISTORY     - Date     Condition        Report By
 AJ8612  HISTORY     - 1998     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6144 ***********************************************************************
 DG6144  DESIGNATION -  4508 W 1
 DG6144  PID         -  DG6144
 DG6144  STATE/COUNTY-  MN/MARSHALL
 DG6144  USGS QUAD   -  GRYGLA (1973)
 DG6144
 DG6144                         *CURRENT SURVEY CONTROL
 DG6144  ___________________________________________________________________
 DG6144* NAD 83(1986)-  48 17 44.     (N)    095 35 35.     (W)     SCALED    
 DG6144* NAVD 88     -       359.646  (meters)    1179.94   (feet)  ADJUSTED  
 DG6144  ___________________________________________________________________
 DG6144  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DG6144  DYNAMIC HT  -         359.730 (meters)    1180.21  (feet)  COMP
 DG6144  MODELED GRAV-     980,834.2   (mgal)                       NAVD 88
 DG6144
 DG6144  VERT ORDER  -  SECOND    CLASS I
 DG6144
 DG6144.The horizontal coordinates were scaled from a topographic map and have
 DG6144.an estimated accuracy of +/- 6 seconds.
 DG6144
 DG6144.The orthometric height was determined by differential leveling
 DG6144.and adjusted by the National Geodetic Survey in February 2005..
 DG6144
 DG6144.The geoid height was determined by GEOID03.
 DG6144
 DG6144.The dynamic height is computed by dividing the NAVD 88
 DG6144.geopotential number by the normal gravity value computed on the
 DG6144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6144.degrees latitude (g = 980.6199 gals.).
 DG6144
 DG6144.The modeled gravity was interpolated from observed gravity values.
 DG6144
 DG6144;                    North         East    Units  Estimated Accuracy
 DG6144;SPC MN N     -   302,600.      615,060.      MT  (+/- 180 meters Scaled)
 DG6144
 DG6144                          SUPERSEDED SURVEY CONTROL
 DG6144
 DG6144.No superseded survey control is available for this station.
 DG6144
 DG6144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP076524(NAD 83)
 DG6144_MARKER: DD = SURVEY DISK
 DG6144_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6144_STAMPING: 4508 W 1 2003
 DG6144_MARK LOGO: MNDT  
 DG6144_PROJECTION: FLUSH
 DG6144_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6144+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG6144_ROD/PIPE-DEPTH:  3.0 meters
 DG6144
 DG6144  HISTORY     - Date     Condition        Report By
 DG6144  HISTORY     - 2003     MONUMENTED       MNDT
 DG6144
 DG6144                          STATION DESCRIPTION
 DG6144
 DG6144'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG6144'THE MARK IS LOCATED 1.2 MI (1.9 KM) SE OF GRYGLA, 1.2 EAST ALONG TH 89
 DG6144'FROM JCT OF TH 89 AND CO RD 54 NORTH IN GRYGLA, AT TH 89 MP 79.6,
 DG6144'132.3 FT (40.3 M) SOUTH OF TH 89, 17.7 FT (5.4 M) WEST OF LEE RD NW,
 DG6144'2.0 FT (0.6 M) NORTH OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DG6144'CONTROL MARK DISK SET ON TOP OF A 10 FT (3.0 M) DRIVEN ALUMINUM ROD
 DG6144'WITH A 3 FT (0.9 M) STABILIZER FIN IS, FLUSH, MAGNETIC, AND SUITABLE
 DG6144'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8613 ***********************************************************************
 AJ8613  DESIGNATION -  4508 X
 AJ8613  PID         -  AJ8613
 AJ8613  STATE/COUNTY-  MN/MARSHALL
 AJ8613  USGS QUAD   -  RANDEEN RIDGE (1973)
 AJ8613
 AJ8613                         *CURRENT SURVEY CONTROL
 AJ8613  ___________________________________________________________________
 AJ8613* NAD 83(1996)-  48 22 51.50237(N)    095 43 59.89738(W)     ADJUSTED  
 AJ8613* NAVD 88     -       356.981  (meters)    1171.20   (feet)  ADJUSTED  
 AJ8613  ___________________________________________________________________
 AJ8613  X           -    -424,003.837 (meters)                     COMP
 AJ8613  Y           -  -4,223,130.068 (meters)                     COMP
 AJ8613  Z           -   4,745,363.614 (meters)                     COMP
 AJ8613  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 AJ8613  ELLIP HEIGHT-         329.74  (meters)          (03/29/02) GPS OBS
 AJ8613  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AJ8613  DYNAMIC HT  -         357.067 (meters)    1171.48  (feet)  COMP
 AJ8613  MODELED GRAV-     980,841.9   (mgal)                       NAVD 88
 AJ8613
 AJ8613  HORZ ORDER  -  FIRST
 AJ8613  VERT ORDER  -  SECOND    CLASS I
 AJ8613  ELLP ORDER  -  FOURTH    CLASS I
 AJ8613
 AJ8613.The horizontal coordinates were established by GPS observations
 AJ8613.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8613
 AJ8613.The orthometric height was determined by differential leveling
 AJ8613.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ8613
 AJ8613.The ellipsoidal height was determined by GPS observations
 AJ8613.and is referenced to NAD 83.
 AJ8613
 AJ8613.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8613;SPC MN N     -   312,441.383   604,987.714   MT  0.99994817   -1 57 06.7
 AJ8613;UTM  15      - 5,362,255.211   297,622.406   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 39.2
 AJ8613:UTM  15      -  4508 G                                   005 31 11.1
 AJ8613
 AJ8613|---------------------------------------------------------------------|
 AJ8613| PID    Reference Object                     Distance      Geod. Az  |
 AJ8613|                                                           dddmmss.s |
 AJ8613| AJ8607 4508 G                              APPROX. 1.6 KM 0032832.5 |
 AJ8613|---------------------------------------------------------------------|
 AJ8613
 AJ8613                          SUPERSEDED SURVEY CONTROL
 AJ8613
 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_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 = OCTOBER  6, 2006
 AJ8614 ***********************************************************************
 AJ8614  DESIGNATION -  4508 Y
 AJ8614  PID         -  AJ8614
 AJ8614  STATE/COUNTY-  MN/MARSHALL
 AJ8614  USGS QUAD   -  GRYGLA SW (1973)
 AJ8614
 AJ8614                         *CURRENT SURVEY CONTROL
 AJ8614  ___________________________________________________________________
 AJ8614* NAD 83(1996)-  48 22 01.67881(N)    095 44 36.99281(W)     ADJUSTED  
 AJ8614* NAVD 88     -       355.034  (meters)    1164.81   (feet)  ADJUSTED  
 AJ8614  ___________________________________________________________________
 AJ8614  X           -    -424,878.336 (meters)                     COMP
 AJ8614  Y           -  -4,224,197.116 (meters)                     COMP
 AJ8614  Z           -   4,744,339.833 (meters)                     COMP
 AJ8614  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 AJ8614  ELLIP HEIGHT-         327.80  (meters)          (03/29/02) GPS OBS
 AJ8614  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AJ8614  DYNAMIC HT  -         355.118 (meters)    1165.08  (feet)  COMP
 AJ8614  MODELED GRAV-     980,838.9   (mgal)                       NAVD 88
 AJ8614
 AJ8614  HORZ ORDER  -  FIRST
 AJ8614  VERT ORDER  -  SECOND    CLASS I
 AJ8614  ELLP ORDER  -  FOURTH    CLASS I
 AJ8614
 AJ8614.The horizontal coordinates were established by GPS observations
 AJ8614.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8614
 AJ8614.The orthometric height was determined by differential leveling
 AJ8614.and adjusted by the National Geodetic Survey in April 2004..
 AJ8614
 AJ8614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8614
 AJ8614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8614
 AJ8614.The ellipsoidal height was determined by GPS observations
 AJ8614.and is referenced to NAD 83.
 AJ8614
 AJ8614.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8614;SPC MN N     -   310,929.450   604,172.297   MT  0.99994589   -1 57 34.2
 AJ8614;UTM  15      - 5,360,744.350   296,804.433   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  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_MARKER: DD = SURVEY DISK
 AJ8614_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8614_STAMPING: 4508 Y 1998
 AJ8614_MARK LOGO: MNDT  
 AJ8614_PROJECTION: FLUSH
 AJ8614_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8614+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8614_ROD/PIPE-DEPTH:  3.0 meters
 AJ8614
 AJ8614  HISTORY     - Date     Condition        Report By
 AJ8614  HISTORY     - 1998     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6154 ***********************************************************************
 DG6154  DESIGNATION -  4508 Z
 DG6154  PID         -  DG6154
 DG6154  STATE/COUNTY-  MN/MARSHALL
 DG6154  USGS QUAD   -  GRYGLA SW (1973)
 DG6154
 DG6154                         *CURRENT SURVEY CONTROL
 DG6154  ___________________________________________________________________
 DG6154* NAD 83(1986)-  48 18 13.     (N)    095 44 37.     (W)     SCALED    
 DG6154* NAVD 88     -       354.709  (meters)    1163.74   (feet)  ADJUSTED  
 DG6154  ___________________________________________________________________
 DG6154  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DG6154  DYNAMIC HT  -         354.788 (meters)    1164.00  (feet)  COMP
 DG6154  MODELED GRAV-     980,822.3   (mgal)                       NAVD 88
 DG6154
 DG6154  VERT ORDER  -  SECOND    CLASS I
 DG6154
 DG6154.The horizontal coordinates were scaled from a topographic map and have
 DG6154.an estimated accuracy of +/- 6 seconds.
 DG6154
 DG6154.The orthometric height was determined by differential leveling
 DG6154.and adjusted by the National Geodetic Survey in February 2005..
 DG6154
 DG6154.The geoid height was determined by GEOID03.
 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     -   303,870.      603,930.      MT  (+/- 180 meters Scaled)
 DG6154
 DG6154                          SUPERSEDED SURVEY CONTROL
 DG6154
 DG6154.No superseded survey control is available for this station.
 DG6154
 DG6154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP965536(NAD 83)
 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 = OCTOBER  6, 2006
 RN1464 ***********************************************************************
 RN1464  TIDAL BM    -  This is a Tidal Bench Mark.
 RN1464  DESIGNATION -  451
 RN1464  PID         -  RN1464
 RN1464  STATE/COUNTY-  MN/ST LOUIS
 RN1464  USGS QUAD   -  DULUTH (1993)
 RN1464
 RN1464                         *CURRENT SURVEY CONTROL
 RN1464  ___________________________________________________________________
 RN1464* NAD 83(1996)-  46 46 29.77294(N)    092 05 37.81260(W)     ADJUSTED  
 RN1464* NAVD 88     -       184.374  (meters)     604.90   (feet)  ADJUSTED  
 RN1464  ___________________________________________________________________
 RN1464  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 RN1464  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 RN1464  DYNAMIC HT  -         184.400 (meters)     604.99  (feet)  COMP
 RN1464  MODELED GRAV-     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
 RN1464.and adjusted by the National Geodetic Survey in July 1999..
 RN1464.No vertical observational check was made to the station.
 RN1464
 RN1464.This Tidal Bench Mark is designated as VM 13391
 RN1464.by the Center for Operational Oceanographic Products and Services.
 RN1464
 RN1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1464
 RN1464.The geoid height was determined by GEOID03.
 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;                    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 C     -   299,522.287   964,648.163   MT  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 PV ELEVATOR FLAGSTAFF             195 32 52.2
 RN1464:SPC MN C     -  DULUTH PV ELEVATOR FLAGSTAFF             194 44 01.9
 RN1464:SPC WI N     -  DULUTH PV ELEVATOR FLAGSTAFF             197 48 14.6
 RN1464:UTM  15      -  DULUTH PV ELEVATOR FLAGSTAFF             195 37 59.9
 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 2461602.5 |
 RN1464| RN1433 DULUTH ENGER MEMORIAL TOWER         APPROX. 2.4 KM 2730822.0 |
 RN1464| RN1449 DULUTH CENTRAL HS CUPOLA SPIRE      APPROX. 1.6 KM 3425208.0 |
 RN1464|---------------------------------------------------------------------|
 RN1464
 RN1464                          SUPERSEDED SURVEY CONTROL
 RN1464
 RN1464  NAD 83(1996)-  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: 15TWM6918080553(NAD 83)
 RN1464_MARKER: DB = BENCH MARK DISK
 RN1464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN1464_SP_SET: BULKHEAD
 RN1464_STAMPING: 451
 RN1464_MARK LOGO: USE   
 RN1464_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1464+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8287 ***********************************************************************
 AE8287  TIDAL BM    -  This is a Tidal Bench Mark.
 AE8287  DESIGNATION -  451 A
 AE8287  PID         -  AE8287
 AE8287  STATE/COUNTY-  MN/ST LOUIS
 AE8287  USGS QUAD   -  DULUTH (1993)
 AE8287
 AE8287                         *CURRENT SURVEY CONTROL
 AE8287  ___________________________________________________________________
 AE8287* NAD 83(1986)-  46 46 31.     (N)    092 05 34.     (W)     SCALED    
 AE8287* NAVD 88     -       184.379  (meters)     604.92   (feet)  ADJUSTED  
 AE8287  ___________________________________________________________________
 AE8287  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AE8287  DYNAMIC HT  -         184.405 (meters)     605.00  (feet)  COMP
 AE8287  MODELED GRAV-     980,748.7   (mgal)                       NAVD 88
 AE8287
 AE8287  VERT ORDER  -  FIRST     CLASS II
 AE8287
 AE8287.The horizontal coordinates were scaled from a topographic map and have
 AE8287.an estimated accuracy of +/- 6 seconds.
 AE8287
 AE8287.The orthometric height was determined by differential leveling
 AE8287.and adjusted by the National Geodetic Survey in July 1999..
 AE8287.No vertical observational check was made to the station.
 AE8287
 AE8287.This Tidal Bench Mark is designated as VM 13386
 AE8287.by the Center for Operational Oceanographic Products and Services.
 AE8287
 AE8287.The geoid height was determined by GEOID03.
 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     -   131,110.      876,930.      MT  (+/- 180 meters Scaled)
 AE8287
 AE8287                          SUPERSEDED SURVEY CONTROL
 AE8287
 AE8287.No superseded survey control is available for this station.
 AE8287
 AE8287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM692805(NAD 83)
 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 = OCTOBER  6, 2006
 TC0721 ***********************************************************************
 TC0721  DESIGNATION -  4510 A
 TC0721  PID         -  TC0721
 TC0721  STATE/COUNTY-  MN/MARSHALL
 TC0721  USGS QUAD   -  GOODRIDGE (1972)
 TC0721
 TC0721                         *CURRENT SURVEY CONTROL
 TC0721  ___________________________________________________________________
 TC0721* NAD 83(1996)-  48 10 47.11559(N)    095 48 34.25480(W)     ADJUSTED  
 TC0721* NAVD 88     -       355.221  (meters)    1165.42   (feet)  ADJUSTED  
 TC0721  ___________________________________________________________________
 TC0721  X           -    -431,311.182 (meters)                     COMP
 TC0721  Y           -  -4,239,177.004 (meters)                     COMP
 TC0721  Z           -   4,730,471.599 (meters)                     COMP
 TC0721  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 TC0721  ELLIP HEIGHT-         328.09  (meters)          (03/29/02) GPS OBS
 TC0721  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 TC0721  DYNAMIC HT  -         355.297 (meters)    1165.67  (feet)  COMP
 TC0721  MODELED GRAV-     980,817.1   (mgal)                       NAVD 88
 TC0721
 TC0721  HORZ ORDER  -  FIRST
 TC0721  VERT ORDER  -  SECOND    CLASS I
 TC0721  ELLP ORDER  -  FOURTH    CLASS I
 TC0721
 TC0721.The horizontal coordinates were established by GPS observations
 TC0721.and adjusted by the MN DEPT OF TRANSP in March 2002..
 TC0721
 TC0721.The orthometric height was determined by differential leveling
 TC0721.and adjusted by the National Geodetic Survey in April 2004..
 TC0721
 TC0721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC0721
 TC0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 TC0721
 TC0721.The ellipsoidal height was determined by GPS observations
 TC0721.and is referenced to NAD 83.
 TC0721
 TC0721.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TC0721;SPC MN N     -   290,277.008   598,562.079   MT  0.99992086   -2 00 30.0
 TC0721;UTM  15      - 5,340,096.747   291,161.067   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  =   0.99986945
 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 47.11496(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 (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: 15UTP9116140097(NAD 83)
 TC0721_MARKER: DB = BENCH MARK DISK
 TC0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TC0721_STAMPING: 4510 A 1954
 TC0721_MARK LOGO: MNDT  
 TC0721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0721+STABILITY: SURFACE MOTION
 TC0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC0721+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 TC0721
 TC0721  HISTORY     - Date     Condition        Report By
 TC0721  HISTORY     - 1954     MONUMENTED       MNDT
 TC0721  HISTORY     - 19980401 GOOD             MNDT
 TC0721
 TC0721                          STATION DESCRIPTION
 TC0721
 TC0721'DESCRIBED BY MN DEPT OF TRANSP 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,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0720 ***********************************************************************
 TC0720  DESIGNATION -  4510 B
 TC0720  PID         -  TC0720
 TC0720  STATE/COUNTY-  MN/MARSHALL
 TC0720  USGS QUAD   -  GOODRIDGE (1972)
 TC0720
 TC0720                         *CURRENT SURVEY CONTROL
 TC0720  ___________________________________________________________________
 TC0720* NAD 83(1996)-  48 11 43.30455(N)    095 48 33.80733(W)     ADJUSTED  
 TC0720* NAVD 88     -       354.109  (meters)    1161.77   (feet)  ADJUSTED  
 TC0720  ___________________________________________________________________
 TC0720  X           -    -431,170.970 (meters)                     COMP
 TC0720  Y           -  -4,237,890.223 (meters)                     COMP
 TC0720  Z           -   4,731,627.870 (meters)                     COMP
 TC0720  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 TC0720  ELLIP HEIGHT-         326.95  (meters)          (03/29/02) GPS OBS
 TC0720  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 TC0720  DYNAMIC HT  -         354.183 (meters)    1162.02  (feet)  COMP
 TC0720  MODELED GRAV-     980,810.6   (mgal)                       NAVD 88
 TC0720
 TC0720  HORZ ORDER  -  FIRST
 TC0720  VERT ORDER  -  SECOND    CLASS I
 TC0720  ELLP ORDER  -  FOURTH    CLASS I
 TC0720
 TC0720.The horizontal coordinates were established by GPS observations
 TC0720.and adjusted by the MN DEPT OF TRANSP in March 2002..
 TC0720
 TC0720.The orthometric height was determined by differential leveling
 TC0720.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 TC0720
 TC0720.The ellipsoidal height was determined by GPS observations
 TC0720.and is referenced to NAD 83.
 TC0720
 TC0720.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TC0720;SPC MN N     -   292,011.003   598,632.130   MT  0.99992254   -2 00 29.7
 TC0720;UTM  15      - 5,341,831.005   291,233.749   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 48.3
 TC0720:UTM  15      -  4510 A                                   182 24 00.4
 TC0720
 TC0720|---------------------------------------------------------------------|
 TC0720| PID    Reference Object                     Distance      Geod. Az  |
 TC0720|                                                           dddmmss.s |
 TC0720| TC0721 4510 A                              APPROX. 1.7 KM 1801818.6 |
 TC0720|---------------------------------------------------------------------|
 TC0720
 TC0720                          SUPERSEDED SURVEY CONTROL
 TC0720
 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: 15UTP9123441831(NAD 83)
 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 = OCTOBER  6, 2006
 DE7869 ***********************************************************************
 DE7869  DESIGNATION -  4510 D
 DE7869  PID         -  DE7869
 DE7869  STATE/COUNTY-  MN/MARSHALL
 DE7869  USGS QUAD   -  GOODRIDGE (1972)
 DE7869
 DE7869                         *CURRENT SURVEY CONTROL
 DE7869  ___________________________________________________________________
 DE7869* NAD 83(1986)-  48 13 22.     (N)    095 48 32.     (W)     SCALED    
 DE7869* NAVD 88     -       355.324  (meters)    1165.76   (feet)  ADJUSTED  
 DE7869  ___________________________________________________________________
 DE7869  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DE7869  DYNAMIC HT  -         355.399 (meters)    1166.00  (feet)  COMP
 DE7869  MODELED GRAV-     980,812.9   (mgal)                       NAVD 88
 DE7869
 DE7869  VERT ORDER  -  SECOND    CLASS I
 DE7869
 DE7869.The horizontal coordinates were scaled from a topographic map and have
 DE7869.an estimated accuracy of +/- 6 seconds.
 DE7869
 DE7869.The orthometric height was determined by differential leveling
 DE7869.and adjusted by the National Geodetic Survey in April 2004..
 DE7869
 DE7869.The geoid height was determined by GEOID03.
 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     -   295,060.      598,780.      MT  (+/- 180 meters Scaled)
 DE7869
 DE7869                          SUPERSEDED SURVEY CONTROL
 DE7869
 DE7869.No superseded survey control is available for this station.
 DE7869
 DE7869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP913448(NAD 83)
 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 = OCTOBER  6, 2006
 DE7868 ***********************************************************************
 DE7868  DESIGNATION -  4510 F
 DE7868  PID         -  DE7868
 DE7868  STATE/COUNTY-  MN/MARSHALL
 DE7868  USGS QUAD   -  GATZKE SE (1984)
 DE7868
 DE7868                         *CURRENT SURVEY CONTROL
 DE7868  ___________________________________________________________________
 DE7868* NAD 83(1986)-  48 15 06.     (N)    095 48 31.     (W)     SCALED    
 DE7868* NAVD 88     -       353.995  (meters)    1161.40   (feet)  ADJUSTED  
 DE7868  ___________________________________________________________________
 DE7868  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DE7868  DYNAMIC HT  -         354.072 (meters)    1161.65  (feet)  COMP
 DE7868  MODELED GRAV-     980,816.9   (mgal)                       NAVD 88
 DE7868
 DE7868  VERT ORDER  -  SECOND    CLASS I
 DE7868
 DE7868.The horizontal coordinates were scaled from a topographic map and have
 DE7868.an estimated accuracy of +/- 6 seconds.
 DE7868
 DE7868.The orthometric height was determined by differential leveling
 DE7868.and adjusted by the National Geodetic Survey in April 2004..
 DE7868
 DE7868.The geoid height was determined by GEOID03.
 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     -   298,270.      598,910.      MT  (+/- 180 meters Scaled)
 DE7868
 DE7868                          SUPERSEDED SURVEY CONTROL
 DE7868
 DE7868.No superseded survey control is available for this station.
 DE7868
 DE7868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP915480(NAD 83)
 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 = OCTOBER  6, 2006
 DE7867 ***********************************************************************
 DE7867  DESIGNATION -  4510 G
 DE7867  PID         -  DE7867
 DE7867  STATE/COUNTY-  MN/MARSHALL
 DE7867  USGS QUAD   -  GATZKE SE (1984)
 DE7867
 DE7867                         *CURRENT SURVEY CONTROL
 DE7867  ___________________________________________________________________
 DE7867* NAD 83(1986)-  48 15 58.     (N)    095 48 31.     (W)     SCALED    
 DE7867* NAVD 88     -       353.863  (meters)    1160.97   (feet)  ADJUSTED  
 DE7867  ___________________________________________________________________
 DE7867  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DE7867  DYNAMIC HT  -         353.940 (meters)    1161.22  (feet)  COMP
 DE7867  MODELED GRAV-     980,820.3   (mgal)                       NAVD 88
 DE7867
 DE7867  VERT ORDER  -  SECOND    CLASS I
 DE7867
 DE7867.The horizontal coordinates were scaled from a topographic map and have
 DE7867.an estimated accuracy of +/- 6 seconds.
 DE7867
 DE7867.The orthometric height was determined by differential leveling
 DE7867.and adjusted by the National Geodetic Survey in April 2004..
 DE7867
 DE7867.The geoid height was determined by GEOID03.
 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     -   299,870.      598,970.      MT  (+/- 180 meters Scaled)
 DE7867
 DE7867                          SUPERSEDED SURVEY CONTROL
 DE7867
 DE7867.No superseded survey control is available for this station.
 DE7867
 DE7867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP915496(NAD 83)
 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 = OCTOBER  6, 2006
 DE7881 ***********************************************************************
 DE7881  DESIGNATION -  4510 I
 DE7881  PID         -  DE7881
 DE7881  STATE/COUNTY-  MN/MARSHALL
 DE7881  USGS QUAD   -  GATZKE SE (1984)
 DE7881
 DE7881                         *CURRENT SURVEY CONTROL
 DE7881  ___________________________________________________________________
 DE7881* NAD 83(1986)-  48 17 45.     (N)    095 48 31.     (W)     SCALED    
 DE7881* NAVD 88     -       352.910  (meters)    1157.84   (feet)  ADJUSTED  
 DE7881  ___________________________________________________________________
 DE7881  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DE7881  DYNAMIC HT  -         352.990 (meters)    1158.10  (feet)  COMP
 DE7881  MODELED GRAV-     980,827.8   (mgal)                       NAVD 88
 DE7881
 DE7881  VERT ORDER  -  SECOND    CLASS I
 DE7881
 DE7881.The horizontal coordinates were scaled from a topographic map and have
 DE7881.an estimated accuracy of +/- 6 seconds.
 DE7881
 DE7881.The orthometric height was determined by differential leveling
 DE7881.and adjusted by the National Geodetic Survey in April 2004..
 DE7881
 DE7881.The geoid height was determined by GEOID03.
 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     -   303,170.      599,080.      MT  (+/- 180 meters Scaled)
 DE7881
 DE7881                          SUPERSEDED SURVEY CONTROL
 DE7881
 DE7881.No superseded survey control is available for this station.
 DE7881
 DE7881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP917529(NAD 83)
 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 = OCTOBER  6, 2006
 AJ8615 ***********************************************************************
 AJ8615  DESIGNATION -  4510 J
 AJ8615  PID         -  AJ8615
 AJ8615  STATE/COUNTY-  MN/MARSHALL
 AJ8615  USGS QUAD   -  GATZKE SE (1984)
 AJ8615
 AJ8615                         *CURRENT SURVEY CONTROL
 AJ8615  ___________________________________________________________________
 AJ8615* NAD 83(1996)-  48 17 45.02959(N)    095 47 11.49130(W)     ADJUSTED  
 AJ8615* NAVD 88     -       353.473  (meters)    1159.69   (feet)  ADJUSTED  
 AJ8615  ___________________________________________________________________
 AJ8615  X           -    -428,639.243 (meters)                     COMP
 AJ8615  Y           -  -4,229,768.594 (meters)                     COMP
 AJ8615  Z           -   4,739,068.156 (meters)                     COMP
 AJ8615  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 AJ8615  ELLIP HEIGHT-         326.29  (meters)          (03/29/02) GPS OBS
 AJ8615  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AJ8615  DYNAMIC HT  -         353.552 (meters)    1159.95  (feet)  COMP
 AJ8615  MODELED GRAV-     980,824.4   (mgal)                       NAVD 88
 AJ8615
 AJ8615  HORZ ORDER  -  FIRST
 AJ8615  VERT ORDER  -  SECOND    CLASS I
 AJ8615  ELLP ORDER  -  FOURTH    CLASS I
 AJ8615
 AJ8615.The horizontal coordinates were established by GPS observations
 AJ8615.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8615
 AJ8615.The orthometric height was determined by differential leveling
 AJ8615.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ8615
 AJ8615.The ellipsoidal height was determined by GPS observations
 AJ8615.and is referenced to NAD 83.
 AJ8615
 AJ8615.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8615;SPC MN N     -   303,116.935   600,719.065   MT  0.99993510   -1 59 28.7
 AJ8615;UTM  15      - 5,352,935.948   293,338.211   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  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: 15UTP9333852936(NAD 83)
 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 = OCTOBER  6, 2006
 AJ8616 ***********************************************************************
 AJ8616  DESIGNATION -  4510 K
 AJ8616  PID         -  AJ8616
 AJ8616  STATE/COUNTY-  MN/MARSHALL
 AJ8616  USGS QUAD   -  GATZKE SE (1984)
 AJ8616
 AJ8616                         *CURRENT SURVEY CONTROL
 AJ8616  ___________________________________________________________________
 AJ8616* NAD 83(1996)-  48 17 45.66644(N)    095 45 54.46258(W)     ADJUSTED  
 AJ8616* NAVD 88     -       354.059  (meters)    1161.61   (feet)  ADJUSTED  
 AJ8616  ___________________________________________________________________
 AJ8616  X           -    -427,058.186 (meters)                     COMP
 AJ8616  Y           -  -4,229,914.131 (meters)                     COMP
 AJ8616  Z           -   4,739,081.661 (meters)                     COMP
 AJ8616  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 AJ8616  ELLIP HEIGHT-         326.85  (meters)          (03/29/02) GPS OBS
 AJ8616  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AJ8616  DYNAMIC HT  -         354.138 (meters)    1161.87  (feet)  COMP
 AJ8616  MODELED GRAV-     980,822.0   (mgal)                       NAVD 88
 AJ8616
 AJ8616  HORZ ORDER  -  FIRST
 AJ8616  VERT ORDER  -  SECOND    CLASS I
 AJ8616  ELLP ORDER  -  FOURTH    CLASS I
 AJ8616
 AJ8616.The horizontal coordinates were established by GPS observations
 AJ8616.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8616
 AJ8616.The orthometric height was determined by differential leveling
 AJ8616.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ8616
 AJ8616.The ellipsoidal height was determined by GPS observations
 AJ8616.and is referenced to NAD 83.
 AJ8616
 AJ8616.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8616;SPC MN N     -   303,081.651   602,306.287   MT  0.99993513   -1 58 31.6
 AJ8616;UTM  15      - 5,352,898.170   294,925.671   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  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: 15UTP9492652898(NAD 83)
 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 = OCTOBER  6, 2006
 AJ8644 ***********************************************************************
 AJ8644  DESIGNATION -  4510 L RESET
 AJ8644  PID         -  AJ8644
 AJ8644  STATE/COUNTY-  MN/MARSHALL
 AJ8644  USGS QUAD   -  GRYGLA SW (1973)
 AJ8644
 AJ8644                         *CURRENT SURVEY CONTROL
 AJ8644  ___________________________________________________________________
 AJ8644* NAD 83(1996)-  48 17 46.17698(N)    095 44 35.70790(W)     ADJUSTED  
 AJ8644* NAVD 88     -       354.576  (meters)    1163.30   (feet)  ADJUSTED  
 AJ8644  ___________________________________________________________________
 AJ8644  X           -    -425,441.970 (meters)                     COMP
 AJ8644  Y           -  -4,230,065.482 (meters)                     COMP
 AJ8644  Z           -   4,739,092.511 (meters)                     COMP
 AJ8644  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 AJ8644  ELLIP HEIGHT-         327.33  (meters)          (03/29/02) GPS OBS
 AJ8644  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AJ8644  DYNAMIC HT  -         354.654 (meters)    1163.56  (feet)  COMP
 AJ8644  MODELED GRAV-     980,820.5   (mgal)                       NAVD 88
 AJ8644
 AJ8644  HORZ ORDER  -  FIRST
 AJ8644  VERT ORDER  -  SECOND    CLASS I
 AJ8644  ELLP ORDER  -  FOURTH    CLASS I
 AJ8644
 AJ8644.The horizontal coordinates were established by GPS observations
 AJ8644.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8644
 AJ8644.The orthometric height was determined by differential leveling
 AJ8644.and adjusted by the National Geodetic Survey in April 2004..
 AJ8644
 AJ8644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8644
 AJ8644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8644
 AJ8644.The ellipsoidal height was determined by GPS observations
 AJ8644.and is referenced to NAD 83.
 AJ8644
 AJ8644.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ8644;SPC MN N     -   303,041.691   603,928.929   MT  0.99993515   -1 57 33.2
 AJ8644;UTM  15      - 5,352,855.665   296,548.537   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  =   1.00005731
 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  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: 15UTP9654952856(NAD 83)
 AJ8644_MARKER: DB = BENCH MARK DISK
 AJ8644_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AJ8644+WITH SETTING: INTO GROUND
 AJ8644_STAMPING: 4510 L RESET 1980
 AJ8644_MARK LOGO: MNDT  
 AJ8644_PROJECTION: RECESSED 13 CENTIMETERS
 AJ8644_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ8644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8644+STABILITY: SURFACE MOTION
 AJ8644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8644+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2003
 AJ8644
 AJ8644  HISTORY     - Date     Condition        Report By
 AJ8644  HISTORY     - 1980     MONUMENTED       MNDT
 AJ8644  HISTORY     - 19980401 GOOD             MNDT
 AJ8644  HISTORY     - 20030625 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1448 ***********************************************************************
 TD1448  DESIGNATION -  4511 C RESET
 TD1448  PID         -  TD1448
 TD1448  STATE/COUNTY-  MN/MARSHALL
 TD1448  USGS QUAD   -  ALVARADO (1982)
 TD1448
 TD1448                         *CURRENT SURVEY CONTROL
 TD1448  ___________________________________________________________________
 TD1448* NAD 83(1986)-  48 10 27.     (N)    096 59 55.     (W)     SCALED    
 TD1448* NAVD 88     -       249.509  (meters)     818.60   (feet)  ADJUSTED  
 TD1448  ___________________________________________________________________
 TD1448  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 TD1448  DYNAMIC HT  -         249.563 (meters)     818.77  (feet)  COMP
 TD1448  MODELED GRAV-     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
 TD1448.and adjusted by the National Geodetic Survey in June 1991..
 TD1448
 TD1448.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TD1465 ***********************************************************************
 TD1465  DESIGNATION -  4511 D
 TD1465  PID         -  TD1465
 TD1465  STATE/COUNTY-  MN/MARSHALL
 TD1465  USGS QUAD   -  ALVARADO (1982)
 TD1465
 TD1465                         *CURRENT SURVEY CONTROL
 TD1465  ___________________________________________________________________
 TD1465* NAD 83(1986)-  48 10 51.     (N)    096 59 52.     (W)     SCALED    
 TD1465* NAVD 88     -       247.465  (meters)     811.89   (feet)  ADJUSTED  
 TD1465  ___________________________________________________________________
 TD1465  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 TD1465  DYNAMIC HT  -         247.519 (meters)     812.07  (feet)  COMP
 TD1465  MODELED GRAV-     980,824.4   (mgal)                       NAVD 88
 TD1465
 TD1465  VERT ORDER  -  SECOND    CLASS I
 TD1465
 TD1465.The horizontal coordinates were scaled from a topographic map and have
 TD1465.an estimated accuracy of +/- 6 seconds.
 TD1465
 TD1465.The orthometric height was determined by differential leveling
 TD1465.and adjusted by the National Geodetic Survey in June 1991..
 TD1465
 TD1465.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 TD1465;SPC MN N     -   294,170.      510,290.      MT  (+/- 180 meters Scaled)
 TD1465
 TD1465                          SUPERSEDED SURVEY CONTROL
 TD1465
 TD1465.No superseded survey control is available for this station.
 TD1465
 TD1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU488383(NAD 83)
 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1465
 TD1465  HISTORY     - Date     Condition        Report By
 TD1465  HISTORY     - 1986     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1466 ***********************************************************************
 TD1466  DESIGNATION -  4511 E
 TD1466  PID         -  TD1466
 TD1466  STATE/COUNTY-  MN/MARSHALL
 TD1466  USGS QUAD   -  ALVARADO (1982)
 TD1466
 TD1466                         *CURRENT SURVEY CONTROL
 TD1466  ___________________________________________________________________
 TD1466* NAD 83(1986)-  48 11 16.     (N)    096 59 55.     (W)     SCALED    
 TD1466* NAVD 88     -       247.121  (meters)     810.76   (feet)  ADJUSTED  
 TD1466  ___________________________________________________________________
 TD1466  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 TD1466  DYNAMIC HT  -         247.175 (meters)     810.94  (feet)  COMP
 TD1466  MODELED GRAV-     980,825.2   (mgal)                       NAVD 88
 TD1466
 TD1466  VERT ORDER  -  SECOND    CLASS I
 TD1466
 TD1466.The horizontal coordinates were scaled from a topographic map and have
 TD1466.an estimated accuracy of +/- 6 seconds.
 TD1466
 TD1466.The orthometric height was determined by differential leveling
 TD1466.and adjusted by the National Geodetic Survey in June 1991..
 TD1466
 TD1466.The geoid height was determined by GEOID03.
 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     -   294,950.      510,270.      MT  (+/- 180 meters Scaled)
 TD1466
 TD1466                          SUPERSEDED SURVEY CONTROL
 TD1466
 TD1466.No superseded survey control is available for this station.
 TD1466
 TD1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU487391(NAD 83)
 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_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 - July 24, 2003
 TD1466
 TD1466  HISTORY     - Date     Condition        Report By
 TD1466  HISTORY     - 1986     MONUMENTED       MNDT
 TD1466  HISTORY     - 20030724 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1467 ***********************************************************************
 TD1467  DESIGNATION -  4511 F
 TD1467  PID         -  TD1467
 TD1467  STATE/COUNTY-  MN/MARSHALL
 TD1467  USGS QUAD   -  ALVARADO (1982)
 TD1467
 TD1467                         *CURRENT SURVEY CONTROL
 TD1467  ___________________________________________________________________
 TD1467* NAD 83(1986)-  48 11 30.     (N)    096 59 43.     (W)     SCALED    
 TD1467* NAVD 88     -       248.078  (meters)     813.90   (feet)  ADJUSTED  
 TD1467  ___________________________________________________________________
 TD1467  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 TD1467  DYNAMIC HT  -         248.133 (meters)     814.08  (feet)  COMP
 TD1467  MODELED GRAV-     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
 TD1467.and adjusted by the National Geodetic Survey in June 1991..
 TD1467
 TD1467.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF5935 ***********************************************************************
 DF5935  DESIGNATION -  46
 DF5935  PID         -  DF5935
 DF5935  STATE/COUNTY-  MN/PINE
 DF5935  USGS QUAD   -  HINCKLEY (1991)
 DF5935
 DF5935                         *CURRENT SURVEY CONTROL
 DF5935  ___________________________________________________________________
 DF5935* NAD 83(1996)-  46 06 52.82651(N)    092 59 07.76725(W)     ADJUSTED  
 DF5935* NAVD 88     -       345.9    (meters)    1135.     (feet)  GPS OBS   
 DF5935  ___________________________________________________________________
 DF5935  X           -    -230,694.823 (meters)                     COMP
 DF5935  Y           -  -4,423,351.269 (meters)                     COMP
 DF5935  Z           -   4,574,322.104 (meters)                     COMP
 DF5935  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 DF5935  ELLIP HEIGHT-         318.32  (meters)          (05/27/03) GPS OBS
 DF5935  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DF5935
 DF5935  HORZ ORDER  -  FIRST
 DF5935  ELLP ORDER  -  THIRD     CLASS I
 DF5935
 DF5935.The horizontal coordinates were established by GPS observations
 DF5935.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5935
 DF5935.The orthometric height was determined by GPS observations and a
 DF5935.high-resolution geoid model.
 DF5935
 DF5935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5935
 DF5935.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5935
 DF5935.The ellipsoidal height was determined by GPS observations
 DF5935.and is referenced to NAD 83.
 DF5935
 DF5935.The geoid height was determined by GEOID03.
 DF5935
 DF5935;                    North         East     Units Scale Factor Converg.
 DF5935;SPC MN C     -   224,671.650   897,739.439   MT  0.99992938   +0 54 53.0
 DF5935;UTM  15      - 5,106,788.794   501,121.150   MT  0.99960002   +0 00 37.6
 DF5935
 DF5935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5935!SPC MN C     -   0.99995010  x   0.99992938  =   0.99987948
 DF5935!UTM  15      -   0.99995010  x   0.99960002  =   0.99955014
 DF5935
 DF5935                          SUPERSEDED SURVEY CONTROL
 DF5935
 DF5935.No superseded survey control is available for this station.
 DF5935
 DF5935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0112106789(NAD 83)
 DF5935_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5935_STAMPING: NO 46
 DF5935_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5935+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5935
 DF5935  HISTORY     - Date     Condition        Report By
 DF5935  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5411 ***********************************************************************
 DG5411  DESIGNATION -  46 DRL
 DG5411  PID         -  DG5411
 DG5411  STATE/COUNTY-  MN/TODD
 DG5411  USGS QUAD   -  WARD SPRINGS (1977)
 DG5411
 DG5411                         *CURRENT SURVEY CONTROL
 DG5411  ___________________________________________________________________
 DG5411* NAD 83(1996)-  45 50 46.90828(N)    094 52 11.90602(W)     ADJUSTED  
 DG5411* NAVD 88     -       408.7    (meters)    1341.     (feet)  GPS OBS   
 DG5411  ___________________________________________________________________
 DG5411  X           -    -377,854.263 (meters)                     COMP
 DG5411  Y           -  -4,434,786.378 (meters)                     COMP
 DG5411  Z           -   4,553,642.796 (meters)                     COMP
 DG5411  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 DG5411  ELLIP HEIGHT-         382.13  (meters)          (05/07/04) GPS OBS
 DG5411  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DG5411
 DG5411  HORZ ORDER  -  FIRST
 DG5411  ELLP ORDER  -  FOURTH    CLASS I
 DG5411
 DG5411.The horizontal coordinates were established by GPS observations
 DG5411.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5411
 DG5411.The orthometric height was determined by GPS observations and a
 DG5411.high-resolution geoid model.
 DG5411
 DG5411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5411
 DG5411.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5411
 DG5411.The ellipsoidal height was determined by GPS observations
 DG5411.and is referenced to NAD 83.
 DG5411
 DG5411.The geoid height was determined by GEOID03.
 DG5411
 DG5411;                    North         East     Units Scale Factor Converg.
 DG5411;SPC MN C     -   194,258.648   751,844.537   MT  0.99995815   -0 26 54.5
 DG5411;UTM  15      - 5,078,677.923   354,804.086   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.No superseded survey control is available for this station.
 DG5411
 DG5411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5480478678(NAD 83)
 DG5411_MARKER: S = SPIKE
 DG5411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5411_STAMPING: 46 DRL
 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 - 2003
 DG5411
 DG5411  HISTORY     - Date     Condition        Report By
 DG5411  HISTORY     - 1965     MONUMENTED       USGS
 DG5411  HISTORY     - 2003     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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6950 ***********************************************************************
 DF6950  DESIGNATION -  46 DWB
 DF6950  PID         -  DF6950
 DF6950  STATE/COUNTY-  MN/JACKSON
 DF6950  USGS QUAD   -  LAKEFIELD SE (1970)
 DF6950
 DF6950                         *CURRENT SURVEY CONTROL
 DF6950  ___________________________________________________________________
 DF6950* NAD 83(1996)-  43 35 18.72465(N)    095 06 52.42559(W)     ADJUSTED  
 DF6950* NAVD 88     -       448.6    (meters)    1472.     (feet)  GPS OBS   
 DF6950  ___________________________________________________________________
 DF6950  X           -    -412,522.789 (meters)                     COMP
 DF6950  Y           -  -4,608,996.499 (meters)                     COMP
 DF6950  Z           -   4,375,382.029 (meters)                     COMP
 DF6950  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 DF6950  ELLIP HEIGHT-         421.13  (meters)          (08/07/03) GPS OBS
 DF6950  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DF6950
 DF6950  HORZ ORDER  -  FIRST
 DF6950  ELLP ORDER  -  THIRD     CLASS I
 DF6950
 DF6950.The horizontal coordinates were established by GPS observations
 DF6950.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF6950
 DF6950.The ellipsoidal height was determined by GPS observations
 DF6950.and is referenced to NAD 83.
 DF6950
 DF6950.The geoid height was determined by GEOID03.
 DF6950
 DF6950;                    North         East     Units Scale Factor Converg.
 DF6950;SPC MN S     -   166,008.512   709,988.174   MT  1.00004789   -0 46 52.4
 DF6950;UTM  15      - 4,828,346.278   329,297.625   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  =   0.99998185
 DF6950!UTM  15      -   0.99993397  x   0.99995843  =   0.99989240
 DF6950
 DF6950                          SUPERSEDED SURVEY CONTROL
 DF6950
 DF6950.No superseded survey control is available for this station.
 DF6950
 DF6950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2929828346(NAD 83)
 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 = OCTOBER  6, 2006
 PP3139 ***********************************************************************
 PP3139  DESIGNATION -  46 GJS
 PP3139  PID         -  PP3139
 PP3139  STATE/COUNTY-  MN/GOODHUE
 PP3139  USGS QUAD   -  WEST CONCORD (1965)
 PP3139
 PP3139                         *CURRENT SURVEY CONTROL
 PP3139  ___________________________________________________________________
 PP3139* NAD 83(1996)-  44 14 25.52797(N)    092 57 31.82577(W)     ADJUSTED  
 PP3139* NAVD 88     -       380.515  (meters)    1248.41   (feet)  ADJUSTED  
 PP3139  ___________________________________________________________________
 PP3139  LAPLACE CORR-          -8.61  (seconds)                    DEFLEC99
 PP3139  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 PP3139  DYNAMIC HT  -         380.454 (meters)    1248.21  (feet)  COMP
 PP3139  MODELED GRAV-     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.No horizontal observational check was made to the station.
 PP3139
 PP3139.The orthometric height was determined by differential leveling
 PP3139.and adjusted by the National Geodetic Survey in December 1997..
 PP3139
 PP3139.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3139
 PP3139.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PP3139;SPC MN S     -   238,354.834   883,161.614   MT  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  =   0.99987725
 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: 15TWJ0328798578(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1973 ***********************************************************************
 AJ1973  DESIGNATION -  46 LNB
 AJ1973  PID         -  AJ1973
 AJ1973  STATE/COUNTY-  MN/WADENA
 AJ1973  USGS QUAD   -  SEBEKA (1969)
 AJ1973
 AJ1973                         *CURRENT SURVEY CONTROL
 AJ1973  ___________________________________________________________________
 AJ1973* NAD 83(1986)-  46 37 49.     (N)    095 00 54.     (W)     SCALED    
 AJ1973* NAVD 88     -       414.842  (meters)    1361.03   (feet)  ADJUSTED  
 AJ1973  ___________________________________________________________________
 AJ1973  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AJ1973  DYNAMIC HT  -         414.852 (meters)    1361.06  (feet)  COMP
 AJ1973  MODELED GRAV-     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
 AJ1973.and adjusted by the National Geodetic Survey in August 2004..
 AJ1973.No vertical observational check was made to the station.
 AJ1973
 AJ1973.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1051 ***********************************************************************
 PQ1051  DESIGNATION -  46 T
 PQ1051  PID         -  PQ1051
 PQ1051  STATE/COUNTY-  MN/LYON
 PQ1051  USGS QUAD   -  DUDLEY (1962)
 PQ1051
 PQ1051                         *CURRENT SURVEY CONTROL
 PQ1051  ___________________________________________________________________
 PQ1051* NAD 83(1996)-  44 29 54.69762(N)    095 39 19.40127(W)     ADJUSTED  
 PQ1051* NAVD 88     -       334.35   (+/-2cm)    1096.9    (feet)  VERTCON   
 PQ1051  ___________________________________________________________________
 PQ1051  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 PQ1051  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 PQ1051
 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.The vertical order pertains to the NGVD 29 superseded value.
 PQ1051
 PQ1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1051
 PQ1051.The geoid height was determined by GEOID03.
 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;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  =   0.99987387
 PQ1051!UTM  15      -   0.99995183  x   1.00014808  =   1.00009990
 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: 15TTK8889630675(NAD 83)
 PQ1051_MARKER: DB = BENCH MARK DISK
 PQ1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1051_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 OP0315 ***********************************************************************
 OP0315  DESIGNATION -  4602 K
 OP0315  PID         -  OP0315
 OP0315  STATE/COUNTY-  MN/MARTIN
 OP0315  USGS QUAD   -  SHERBURN (1970)
 OP0315
 OP0315                         *CURRENT SURVEY CONTROL
 OP0315  ___________________________________________________________________
 OP0315* NAD 83(1986)-  43 39 18.     (N)    094 43 43.     (W)     SCALED    
 OP0315* NAVD 88     -       396.889  (meters)    1302.13   (feet)  ADJUSTED  
 OP0315  ___________________________________________________________________
 OP0315  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 OP0315  DYNAMIC HT  -         396.796 (meters)    1301.82  (feet)  COMP
 OP0315  MODELED GRAV-     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
 OP0315.and adjusted by the National Geodetic Survey in June 1991..
 OP0315
 OP0315.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1342 ***********************************************************************
 OP1342  DESIGNATION -  4603 A
 OP1342  PID         -  OP1342
 OP1342  STATE/COUNTY-  MN/MARTIN
 OP1342  USGS QUAD   -  WILMERT LAKE (1967)
 OP1342
 OP1342                         *CURRENT SURVEY CONTROL
 OP1342  ___________________________________________________________________
 OP1342* NAD 83(1986)-  43 30 02.     (N)    094 26 47.     (W)     SCALED    
 OP1342* NAVD 88     -       371.731  (meters)    1219.59   (feet)  ADJUSTED  
 OP1342  ___________________________________________________________________
 OP1342  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 OP1342  DYNAMIC HT  -         371.644 (meters)    1219.30  (feet)  COMP
 OP1342  MODELED GRAV-     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
 OP1342.and adjusted by the National Geodetic Survey in June 1995..
 OP1342
 OP1342.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1343 ***********************************************************************
 OP1343  DESIGNATION -  4603 B
 OP1343  PID         -  OP1343
 OP1343  STATE/COUNTY-  MN/MARTIN
 OP1343  USGS QUAD   -  WILMERT LAKE (1967)
 OP1343
 OP1343                         *CURRENT SURVEY CONTROL
 OP1343  ___________________________________________________________________
 OP1343* NAD 83(1986)-  43 31 20.     (N)    094 26 51.     (W)     SCALED    
 OP1343* NAVD 88     -       376.062  (meters)    1233.80   (feet)  ADJUSTED  
 OP1343  ___________________________________________________________________
 OP1343  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 OP1343  DYNAMIC HT  -         375.976 (meters)    1233.51  (feet)  COMP
 OP1343  MODELED GRAV-     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
 OP1343.and adjusted by the National Geodetic Survey in June 1995..
 OP1343
 OP1343.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1344 ***********************************************************************
 OP1344  DESIGNATION -  4603 C
 OP1344  PID         -  OP1344
 OP1344  STATE/COUNTY-  MN/MARTIN
 OP1344  USGS QUAD   -  WILMERT LAKE (1967)
 OP1344
 OP1344                         *CURRENT SURVEY CONTROL
 OP1344  ___________________________________________________________________
 OP1344* NAD 83(1986)-  43 31 46.     (N)    094 26 48.     (W)     SCALED    
 OP1344* NAVD 88     -       375.156  (meters)    1230.82   (feet)  ADJUSTED  
 OP1344  ___________________________________________________________________
 OP1344  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 OP1344  DYNAMIC HT  -         375.071 (meters)    1230.55  (feet)  COMP
 OP1344  MODELED GRAV-     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
 OP1344.and adjusted by the National Geodetic Survey in June 1995..
 OP1344
 OP1344.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1345 ***********************************************************************
 OP1345  DESIGNATION -  4603 D
 OP1345  PID         -  OP1345
 OP1345  STATE/COUNTY-  MN/MARTIN
 OP1345  USGS QUAD   -  WILMERT LAKE (1967)
 OP1345
 OP1345                         *CURRENT SURVEY CONTROL
 OP1345  ___________________________________________________________________
 OP1345* NAD 83(1986)-  43 32 37.     (N)    094 26 50.     (W)     SCALED    
 OP1345* NAVD 88     -       370.108  (meters)    1214.26   (feet)  ADJUSTED  
 OP1345  ___________________________________________________________________
 OP1345  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 OP1345  DYNAMIC HT  -         370.025 (meters)    1213.99  (feet)  COMP
 OP1345  MODELED GRAV-     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
 OP1345.and adjusted by the National Geodetic Survey in June 1995..
 OP1345
 OP1345.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1346 ***********************************************************************
 OP1346  DESIGNATION -  4603 E
 OP1346  PID         -  OP1346
 OP1346  STATE/COUNTY-  MN/MARTIN
 OP1346  USGS QUAD   -  WILMERT LAKE (1967)
 OP1346
 OP1346                         *CURRENT SURVEY CONTROL
 OP1346  ___________________________________________________________________
 OP1346* NAD 83(1986)-  43 33 30.     (N)    094 26 50.     (W)     SCALED    
 OP1346* NAVD 88     -       368.018  (meters)    1207.41   (feet)  ADJUSTED  
 OP1346  ___________________________________________________________________
 OP1346  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 OP1346  DYNAMIC HT  -         367.936 (meters)    1207.14  (feet)  COMP
 OP1346  MODELED GRAV-     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
 OP1346.and adjusted by the National Geodetic Survey in June 1995..
 OP1346
 OP1346.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1347 ***********************************************************************
 OP1347  DESIGNATION -  4603 F
 OP1347  PID         -  OP1347
 OP1347  STATE/COUNTY-  MN/MARTIN
 OP1347  USGS QUAD   -  WILMERT LAKE (1967)
 OP1347
 OP1347                         *CURRENT SURVEY CONTROL
 OP1347  ___________________________________________________________________
 OP1347* NAD 83(1986)-  43 33 56.     (N)    094 26 49.     (W)     SCALED    
 OP1347* NAVD 88     -       370.495  (meters)    1215.53   (feet)  ADJUSTED  
 OP1347  ___________________________________________________________________
 OP1347  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 OP1347  DYNAMIC HT  -         370.413 (meters)    1215.26  (feet)  COMP
 OP1347  MODELED GRAV-     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
 OP1347.and adjusted by the National Geodetic Survey in June 1995..
 OP1347
 OP1347.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1348 ***********************************************************************
 OP1348  DESIGNATION -  4603 G
 OP1348  PID         -  OP1348
 OP1348  STATE/COUNTY-  MN/MARTIN
 OP1348  USGS QUAD   -  WILMERT LAKE (1967)
 OP1348
 OP1348                         *CURRENT SURVEY CONTROL
 OP1348  ___________________________________________________________________
 OP1348* NAD 83(1996)-  43 34 22.17043(N)    094 26 49.42070(W)     ADJUSTED  
 OP1348* NAVD 88     -       366.364  (meters)    1201.98   (feet)  ADJUSTED  
 OP1348  ___________________________________________________________________
 OP1348  X           -    -358,889.404 (meters)                     COMP
 OP1348  Y           -  -4,614,629.395 (meters)                     COMP
 OP1348  Z           -   4,374,060.478 (meters)                     COMP
 OP1348  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 OP1348  ELLIP HEIGHT-         338.29  (meters)          (05/31/05) GPS OBS
 OP1348  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 OP1348  DYNAMIC HT  -         366.283 (meters)    1201.71  (feet)  COMP
 OP1348  MODELED GRAV-     980,389.0   (mgal)                       NAVD 88
 OP1348
 OP1348  HORZ ORDER  -  FIRST
 OP1348  VERT ORDER  -  SECOND    CLASS I
 OP1348  ELLP ORDER  -  FOURTH    CLASS I
 OP1348
 OP1348.The horizontal coordinates were established by GPS observations
 OP1348.and adjusted by the MN DEPT OF TRANSP in May 2005..
 OP1348
 OP1348.The orthometric height was determined by differential leveling
 OP1348.and adjusted by the National Geodetic Survey in June 1995..
 OP1348
 OP1348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1348
 OP1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1348
 OP1348.The ellipsoidal height was determined by GPS observations
 OP1348.and is referenced to NAD 83.
 OP1348
 OP1348.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1348;SPC MN S     -   163,748.129   763,884.946   MT  1.00005225   -0 18 48.1
 OP1348;UTM  15      - 4,825,446.413   383,153.363   MT  0.99976794   -0 59 51.1
 OP1348
 OP1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1348!SPC MN S     -   0.99994695  x   1.00005225  =   0.99999920
 OP1348!UTM  15      -   0.99994695  x   0.99976794  =   0.99971491
 OP1348
 OP1348                          SUPERSEDED SURVEY CONTROL
 OP1348
 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_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 = OCTOBER  6, 2006
 OP1349 ***********************************************************************
 OP1349  DESIGNATION -  4603 H
 OP1349  PID         -  OP1349
 OP1349  STATE/COUNTY-  MN/MARTIN
 OP1349  USGS QUAD   -  WILMERT LAKE (1967)
 OP1349
 OP1349                         *CURRENT SURVEY CONTROL
 OP1349  ___________________________________________________________________
 OP1349* NAD 83(1986)-  43 35 39.     (N)    094 26 50.     (W)     SCALED    
 OP1349* NAVD 88     -       357.199  (meters)    1171.91   (feet)  ADJUSTED  
 OP1349  ___________________________________________________________________
 OP1349  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 OP1349  DYNAMIC HT  -         357.121 (meters)    1171.65  (feet)  COMP
 OP1349  MODELED GRAV-     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
 OP1349.and adjusted by the National Geodetic Survey in June 1995..
 OP1349
 OP1349.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1350 ***********************************************************************
 OP1350  DESIGNATION -  4603 K
 OP1350  PID         -  OP1350
 OP1350  STATE/COUNTY-  MN/MARTIN
 OP1350  USGS QUAD   -  FAIRMONT (1992)
 OP1350
 OP1350                         *CURRENT SURVEY CONTROL
 OP1350  ___________________________________________________________________
 OP1350* NAD 83(1986)-  43 37 50.     (N)    094 26 51.     (W)     SCALED    
 OP1350* NAVD 88     -       360.366  (meters)    1182.30   (feet)  ADJUSTED  
 OP1350  ___________________________________________________________________
 OP1350  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 OP1350  DYNAMIC HT  -         360.289 (meters)    1182.05  (feet)  COMP
 OP1350  MODELED GRAV-     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
 OP1350.and adjusted by the National Geodetic Survey in June 1995..
 OP1350
 OP1350.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0005 ***********************************************************************
 OP0005  DESIGNATION -  4603 L
 OP0005  PID         -  OP0005
 OP0005  STATE/COUNTY-  MN/MARTIN
 OP0005  USGS QUAD   -  FAIRMONT (1992)
 OP0005
 OP0005                         *CURRENT SURVEY CONTROL
 OP0005  ___________________________________________________________________
 OP0005* NAD 83(1986)-  43 38 54.     (N)    094 26 49.     (W)     SCALED    
 OP0005* NAVD 88     -       363.823  (meters)    1193.64   (feet)  ADJUSTED  
 OP0005  ___________________________________________________________________
 OP0005  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 OP0005  DYNAMIC HT  -         363.746 (meters)    1193.39  (feet)  COMP
 OP0005  MODELED GRAV-     980,396.5   (mgal)                       NAVD 88
 OP0005
 OP0005  VERT ORDER  -  SECOND    CLASS 0
 OP0005
 OP0005.The horizontal coordinates were scaled from a topographic map and have
 OP0005.an estimated accuracy of +/- 6 seconds.
 OP0005
 OP0005.The orthometric height was determined by differential leveling
 OP0005.and adjusted by the National Geodetic Survey in June 1991..
 OP0005
 OP0005.The geoid height was determined by GEOID03.
 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     -   172,140.      763,940.      MT  (+/- 180 meters Scaled)
 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: 15TUJ833338(NAD 83)
 OP0005_MARKER: DB = BENCH MARK DISK
 OP0005_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OP0005_SP_SET: WATER TANK FOOTING
 OP0005_STAMPING: 4603 L 1959 1193.40
 OP0005_MARK LOGO: MNHD  
 OP0005_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP0005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0005+STABILITY: POSITION/ELEVATION WELL
 OP0005
 OP0005  HISTORY     - Date     Condition        Report By
 OP0005  HISTORY     - 1959     MONUMENTED       MNHD
 OP0005  HISTORY     - 1975     GOOD             MNDT
 OP0005  HISTORY     - 19861023 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1351 ***********************************************************************
 OP1351  CBN         -  This is a Cooperative Base Network Control Station.
 OP1351  DESIGNATION -  4603 M
 OP1351  PID         -  OP1351
 OP1351  STATE/COUNTY-  MN/MARTIN
 OP1351  USGS QUAD   -  WILMERT LAKE (1967)
 OP1351
 OP1351                         *CURRENT SURVEY CONTROL
 OP1351  ___________________________________________________________________
 OP1351* NAD 83(1996)-  43 30 36.87472(N)    094 26 51.93387(W)     ADJUSTED  
 OP1351* NAVD 88     -       369.056  (meters)    1210.81   (feet)  ADJUSTED  
 OP1351  ___________________________________________________________________
 OP1351  X           -    -359,317.246 (meters)                     COMP
 OP1351  Y           -  -4,619,402.550 (meters)                     COMP
 OP1351  Z           -   4,369,021.863 (meters)                     COMP
 OP1351  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 OP1351  ELLIP HEIGHT-         340.86  (meters)          (01/15/97) GPS OBS
 OP1351  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 OP1351  DYNAMIC HT  -         368.971 (meters)    1210.53  (feet)  COMP
 OP1351  MODELED GRAV-     980,377.1   (mgal)                       NAVD 88
 OP1351
 OP1351  HORZ ORDER  -  B
 OP1351  VERT ORDER  -  SECOND    CLASS I
 OP1351  ELLP ORDER  -  FOURTH    CLASS I
 OP1351
 OP1351.The horizontal coordinates were established by GPS observations
 OP1351.and adjusted by the National Geodetic Survey in January 1997..
 OP1351
 OP1351.The orthometric height was determined by differential leveling
 OP1351.and adjusted by the National Geodetic Survey in June 1995..
 OP1351
 OP1351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1351
 OP1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1351
 OP1351.The ellipsoidal height was determined by GPS observations
 OP1351.and is referenced to NAD 83.
 OP1351
 OP1351.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1351;SPC MN S     -   156,795.034   763,790.463   MT  1.00007034   -0 18 49.8
 OP1351;UTM  15      - 4,818,496.977   382,975.983   MT  0.99976845   -0 59 48.7
 OP1351
 OP1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1351!SPC MN S     -   0.99994655  x   1.00007034  =   1.00001689
 OP1351!UTM  15      -   0.99994655  x   0.99976845  =   0.99971501
 OP1351
 OP1351                          SUPERSEDED SURVEY CONTROL
 OP1351
 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: 15TUJ8297618497(NAD 83)
 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 = OCTOBER  6, 2006
 OP1352 ***********************************************************************
 OP1352  DESIGNATION -  4603 N
 OP1352  PID         -  OP1352
 OP1352  STATE/COUNTY-  MN/MARTIN
 OP1352  USGS QUAD   -  WILMERT LAKE (1967)
 OP1352
 OP1352                         *CURRENT SURVEY CONTROL
 OP1352  ___________________________________________________________________
 OP1352* NAD 83(1986)-  43 34 55.     (N)    094 26 51.     (W)     SCALED    
 OP1352* NAVD 88     -       366.327  (meters)    1201.86   (feet)  ADJUSTED  
 OP1352  ___________________________________________________________________
 OP1352  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 OP1352  DYNAMIC HT  -         366.247 (meters)    1201.60  (feet)  COMP
 OP1352  MODELED GRAV-     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
 OP1352.and adjusted by the National Geodetic Survey in June 1995..
 OP1352
 OP1352.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1353 ***********************************************************************
 OP1353  DESIGNATION -  4603 P
 OP1353  PID         -  OP1353
 OP1353  STATE/COUNTY-  MN/MARTIN
 OP1353  USGS QUAD   -  WILMERT LAKE (1967)
 OP1353
 OP1353                         *CURRENT SURVEY CONTROL
 OP1353  ___________________________________________________________________
 OP1353* NAD 83(1986)-  43 36 06.     (N)    094 26 51.     (W)     SCALED    
 OP1353* NAVD 88     -       360.881  (meters)    1183.99   (feet)  ADJUSTED  
 OP1353  ___________________________________________________________________
 OP1353  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 OP1353  DYNAMIC HT  -         360.803 (meters)    1183.73  (feet)  COMP
 OP1353  MODELED GRAV-     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
 OP1353.and adjusted by the National Geodetic Survey in June 1995..
 OP1353
 OP1353.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1354 ***********************************************************************
 OP1354  DESIGNATION -  4603 Q
 OP1354  PID         -  OP1354
 OP1354  STATE/COUNTY-  MN/MARTIN
 OP1354  USGS QUAD   -  WILMERT LAKE (1967)
 OP1354
 OP1354                         *CURRENT SURVEY CONTROL
 OP1354  ___________________________________________________________________
 OP1354* NAD 83(1996)-  43 36 57.02035(N)    094 26 50.74471(W)     ADJUSTED  
 OP1354* NAVD 88     -       362.221  (meters)    1188.39   (feet)  ADJUSTED  
 OP1354  ___________________________________________________________________
 OP1354  X           -    -358,663.244 (meters)                     COMP
 OP1354  Y           -  -4,611,338.519 (meters)                     COMP
 OP1354  Z           -   4,377,519.003 (meters)                     COMP
 OP1354  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 OP1354  ELLIP HEIGHT-         334.20  (meters)          (05/31/05) GPS OBS
 OP1354  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 OP1354  DYNAMIC HT  -         362.143 (meters)    1188.13  (feet)  COMP
 OP1354  MODELED GRAV-     980,392.8   (mgal)                       NAVD 88
 OP1354
 OP1354  HORZ ORDER  -  FIRST
 OP1354  VERT ORDER  -  SECOND    CLASS I
 OP1354  ELLP ORDER  -  FOURTH    CLASS I
 OP1354
 OP1354.The horizontal coordinates were established by GPS observations
 OP1354.and adjusted by the MN DEPT OF TRANSP in May 2005..
 OP1354
 OP1354.The orthometric height was determined by differential leveling
 OP1354.and adjusted by the National Geodetic Survey in June 1995..
 OP1354
 OP1354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1354
 OP1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1354
 OP1354.The ellipsoidal height was determined by GPS observations
 OP1354.and is referenced to NAD 83.
 OP1354
 OP1354.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1354;SPC MN S     -   168,527.468   763,881.396   MT  1.00004050   -0 18 49.0
 OP1354;UTM  15      - 4,830,224.122   383,206.900   MT  0.99976778   -0 59 54.9
 OP1354
 OP1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1354!SPC MN S     -   0.99994760  x   1.00004050  =   0.99998809
 OP1354!UTM  15      -   0.99994760  x   0.99976778  =   0.99971539
 OP1354
 OP1354                          SUPERSEDED SURVEY CONTROL
 OP1354
 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: 15TUJ8320730224(NAD 83)
 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 = OCTOBER  6, 2006
 OP1355 ***********************************************************************
 OP1355  DESIGNATION -  4603 R
 OP1355  PID         -  OP1355
 OP1355  STATE/COUNTY-  MN/MARTIN
 OP1355  USGS QUAD   -  FAIRMONT (1992)
 OP1355
 OP1355                         *CURRENT SURVEY CONTROL
 OP1355  ___________________________________________________________________
 OP1355* NAD 83(1986)-  43 38 24.     (N)    094 26 47.     (W)     SCALED    
 OP1355* NAVD 88     -       357.292  (meters)    1172.22   (feet)  ADJUSTED  
 OP1355  ___________________________________________________________________
 OP1355  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 OP1355  DYNAMIC HT  -         357.216 (meters)    1171.97  (feet)  COMP
 OP1355  MODELED GRAV-     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
 OP1355.and adjusted by the National Geodetic Survey in June 1995..
 OP1355
 OP1355.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1356 ***********************************************************************
 OP1356  DESIGNATION -  4603 S
 OP1356  PID         -  OP1356
 OP1356  STATE/COUNTY-  MN/MARTIN
 OP1356  USGS QUAD   -  FAIRMONT (1992)
 OP1356
 OP1356                         *CURRENT SURVEY CONTROL
 OP1356  ___________________________________________________________________
 OP1356* NAD 83(1986)-  43 39 07.     (N)    094 27 11.     (W)     SCALED    
 OP1356* NAVD 88     -       360.120  (meters)    1181.49   (feet)  ADJUSTED  
 OP1356  ___________________________________________________________________
 OP1356  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 OP1356  DYNAMIC HT  -         360.044 (meters)    1181.24  (feet)  COMP
 OP1356  MODELED GRAV-     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
 OP1356.and adjusted by the National Geodetic Survey in June 1995..
 OP1356
 OP1356.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1357 ***********************************************************************
 OP1357  DESIGNATION -  4603 T
 OP1357  PID         -  OP1357
 OP1357  STATE/COUNTY-  MN/MARTIN
 OP1357  USGS QUAD   -  FAIRMONT (1992)
 OP1357
 OP1357                         *CURRENT SURVEY CONTROL
 OP1357  ___________________________________________________________________
 OP1357* NAD 83(1986)-  43 38 02.     (N)    094 26 48.     (W)     SCALED    
 OP1357* NAVD 88     -       360.972  (meters)    1184.29   (feet)  ADJUSTED  
 OP1357  ___________________________________________________________________
 OP1357  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 OP1357  DYNAMIC HT  -         360.895 (meters)    1184.04  (feet)  COMP
 OP1357  MODELED GRAV-     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
 OP1357.and adjusted by the National Geodetic Survey in June 1995..
 OP1357
 OP1357.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0097 ***********************************************************************
 OP0097  DESIGNATION -  4604 A
 OP0097  PID         -  OP0097
 OP0097  STATE/COUNTY-  MN/MARTIN
 OP0097  USGS QUAD   -  FAIRMONT (1992)
 OP0097
 OP0097                         *CURRENT SURVEY CONTROL
 OP0097  ___________________________________________________________________
 OP0097* NAD 83(1986)-  43 41 12.     (N)    094 26 55.     (W)     SCALED    
 OP0097* NAVD 88     -       357.875  (meters)    1174.13   (feet)  ADJUSTED  
 OP0097  ___________________________________________________________________
 OP0097  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 OP0097  DYNAMIC HT  -         357.801 (meters)    1173.89  (feet)  COMP
 OP0097  MODELED GRAV-     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
 OP0097.and adjusted by the National Geodetic Survey in June 1991..
 OP0097
 OP0097.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0100 ***********************************************************************
 OP0100  DESIGNATION -  4604 AB
 OP0100  PID         -  OP0100
 OP0100  STATE/COUNTY-  MN/MARTIN
 OP0100  USGS QUAD   -  FAIRMONT (1992)
 OP0100
 OP0100                         *CURRENT SURVEY CONTROL
 OP0100  ___________________________________________________________________
 OP0100* NAD 83(1986)-  43 40 24.     (N)    094 26 55.     (W)     SCALED    
 OP0100* NAVD 88     -       350.154  (meters)    1148.80   (feet)  ADJUSTED  
 OP0100  ___________________________________________________________________
 OP0100  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 OP0100  DYNAMIC HT  -         350.081 (meters)    1148.56  (feet)  COMP
 OP0100  MODELED GRAV-     980,399.8   (mgal)                       NAVD 88
 OP0100
 OP0100  VERT ORDER  -  SECOND    CLASS 0
 OP0100
 OP0100.The horizontal coordinates were scaled from a topographic map and have
 OP0100.an estimated accuracy of +/- 6 seconds.
 OP0100
 OP0100.The orthometric height was determined by differential leveling
 OP0100.and adjusted by the National Geodetic Survey in June 1991..
 OP0100
 OP0100.The geoid height was determined by GEOID03.
 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     -   174,920.      763,820.      MT  (+/- 180 meters Scaled)
 OP0100
 OP0100                          SUPERSEDED SURVEY CONTROL
 OP0100
 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: 15TUJ832366(NAD 83)
 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: MNDT  
 OP0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0100
 OP0100  HISTORY     - Date     Condition        Report By
 OP0100  HISTORY     - 1974     MONUMENTED       MNDT
 OP0100  HISTORY     - 1975     GOOD             MNDT
 OP0100  HISTORY     - 1980     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0096 ***********************************************************************
 OP0096  DESIGNATION -  4604 B
 OP0096  PID         -  OP0096
 OP0096  STATE/COUNTY-  MN/MARTIN
 OP0096  USGS QUAD   -  FAIRMONT (1992)
 OP0096
 OP0096                         *CURRENT SURVEY CONTROL
 OP0096  ___________________________________________________________________
 OP0096* NAD 83(1986)-  43 42 12.     (N)    094 26 37.     (W)     SCALED    
 OP0096* NAVD 88     -       354.591  (meters)    1163.35   (feet)  ADJUSTED  
 OP0096  ___________________________________________________________________
 OP0096  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 OP0096  DYNAMIC HT  -         354.519 (meters)    1163.12  (feet)  COMP
 OP0096  MODELED GRAV-     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
 OP0096.and adjusted by the National Geodetic Survey in June 1991..
 OP0096
 OP0096.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0095 ***********************************************************************
 OP0095  DESIGNATION -  4604 C
 OP0095  PID         -  OP0095
 OP0095  STATE/COUNTY-  MN/MARTIN
 OP0095  USGS QUAD   -  FAIRMONT (1992)
 OP0095
 OP0095                         *CURRENT SURVEY CONTROL
 OP0095  ___________________________________________________________________
 OP0095* NAD 83(1996)-  43 43 01.76791(N)    094 25 55.03440(W)     ADJUSTED  
 OP0095* NAVD 88     -       350.940  (meters)    1151.38   (feet)  ADJUSTED  
 OP0095  ___________________________________________________________________
 OP0095  X           -    -356,816.468 (meters)                     COMP
 OP0095  Y           -  -4,603,677.433 (meters)                     COMP
 OP0095  Z           -   4,385,654.760 (meters)                     COMP
 OP0095  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 OP0095  ELLIP HEIGHT-         323.02  (meters)          (05/31/05) GPS OBS
 OP0095  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 OP0095  DYNAMIC HT  -         350.869 (meters)    1151.14  (feet)  COMP
 OP0095  MODELED GRAV-     980,407.0   (mgal)                       NAVD 88
 OP0095
 OP0095  HORZ ORDER  -  FIRST
 OP0095  VERT ORDER  -  SECOND    CLASS 0
 OP0095  ELLP ORDER  -  FOURTH    CLASS I
 OP0095
 OP0095.The horizontal coordinates were established by GPS observations
 OP0095.and adjusted by the MN DEPT OF TRANSP in May 2005..
 OP0095
 OP0095.The orthometric height was determined by differential leveling
 OP0095.and adjusted by the National Geodetic Survey in June 1991..
 OP0095
 OP0095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0095
 OP0095.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0095
 OP0095.The ellipsoidal height was determined by GPS observations
 OP0095.and is referenced to NAD 83.
 OP0095
 OP0095.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0095;SPC MN S     -   179,777.996   765,190.094   MT  1.00001500   -0 18 10.0
 OP0095;UTM  15      - 4,841,455.236   384,649.819   MT  0.99976366   -0 59 23.0
 OP0095
 OP0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0095!SPC MN S     -   0.99994935  x   1.00001500  =   0.99996435
 OP0095!UTM  15      -   0.99994935  x   0.99976366  =   0.99971302
 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  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: 15TUJ8465041455(NAD 83)
 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 - December 08, 2004
 OP0095
 OP0095  HISTORY     - Date     Condition        Report By
 OP0095  HISTORY     - 1969     MONUMENTED       MNDT
 OP0095  HISTORY     - 1975     GOOD             MNDT
 OP0095  HISTORY     - 20041208 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0090 ***********************************************************************
 OP0090  DESIGNATION -  4604 D
 OP0090  PID         -  OP0090
 OP0090  STATE/COUNTY-  MN/MARTIN
 OP0090  USGS QUAD   -  FAIRMONT (1992)
 OP0090
 OP0090                         *CURRENT SURVEY CONTROL
 OP0090  ___________________________________________________________________
 OP0090* NAD 83(1996)-  43 43 53.78802(N)    094 25 33.86448(W)     ADJUSTED  
 OP0090* NAVD 88     -       345.518  (meters)    1133.59   (feet)  ADJUSTED  
 OP0090  ___________________________________________________________________
 OP0090  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 OP0090  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 OP0090  DYNAMIC HT  -         345.449 (meters)    1133.36  (feet)  COMP
 OP0090  MODELED GRAV-     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.No horizontal observational check was made to the station.
 OP0090
 OP0090.The orthometric height was determined by differential leveling
 OP0090.and adjusted by the National Geodetic Survey in June 1991..
 OP0090
 OP0090.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0090
 OP0090.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0090;SPC MN S     -   181,381.006   765,672.353   MT  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     -   0.99995020  x   1.00001161  =   0.99996181
 OP0090!UTM  15      -   0.99995020  x   0.99976224  =   0.99971245
 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: 15TUJ8515143052(NAD 83)
 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 = OCTOBER  6, 2006
 OP0091 ***********************************************************************
 OP0091  DESIGNATION -  4604 D 1
 OP0091  PID         -  OP0091
 OP0091  STATE/COUNTY-  MN/MARTIN
 OP0091  USGS QUAD   -  FAIRMONT (1992)
 OP0091
 OP0091                         *CURRENT SURVEY CONTROL
 OP0091  ___________________________________________________________________
 OP0091* NAD 83(1996)-  43 43 52.39520(N)    094 24 18.94583(W)     ADJUSTED  
 OP0091* NAVD 88     -       349.135  (meters)    1145.45   (feet)  ADJUSTED  
 OP0091  ___________________________________________________________________
 OP0091  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 OP0091  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 OP0091  DYNAMIC HT  -         349.066 (meters)    1145.23  (feet)  COMP
 OP0091  MODELED GRAV-     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.No horizontal observational check was made to the station.
 OP0091
 OP0091.The orthometric height was determined by differential leveling
 OP0091.and adjusted by the National Geodetic Survey in June 1991..
 OP0091
 OP0091.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0091
 OP0091.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0091;SPC MN S     -   181,329.494   767,348.793   MT  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  =   0.99970719
 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_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 = OCTOBER  6, 2006
 OP0094 ***********************************************************************
 OP0094  DESIGNATION -  4604 D 2
 OP0094  PID         -  OP0094
 OP0094  STATE/COUNTY-  MN/MARTIN
 OP0094  USGS QUAD   -  FAIRMONT (1992)
 OP0094
 OP0094                         *CURRENT SURVEY CONTROL
 OP0094  ___________________________________________________________________
 OP0094* NAD 83(1986)-  43 43 54.     (N)    094 23 31.     (W)     SCALED    
 OP0094* NAVD 88     -       342.838  (meters)    1124.79   (feet)  ADJUSTED  
 OP0094  ___________________________________________________________________
 OP0094  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 OP0094  DYNAMIC HT  -         342.770 (meters)    1124.57  (feet)  COMP
 OP0094  MODELED GRAV-     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
 OP0094.and adjusted by the National Geodetic Survey in June 1991..
 OP0094
 OP0094.The geoid height was determined by GEOID03.
 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: 15TUJ879430(NAD 83)
 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 = OCTOBER  6, 2006
 OP0088 ***********************************************************************
 OP0088  DESIGNATION -  4604 F
 OP0088  PID         -  OP0088
 OP0088  STATE/COUNTY-  MN/MARTIN
 OP0088  USGS QUAD   -  FAIRMONT (1992)
 OP0088
 OP0088                         *CURRENT SURVEY CONTROL
 OP0088  ___________________________________________________________________
 OP0088* NAD 83(1986)-  43 44 42.     (N)    094 25 31.     (W)     SCALED    
 OP0088* NAVD 88     -       346.122  (meters)    1135.57   (feet)  ADJUSTED  
 OP0088  ___________________________________________________________________
 OP0088  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 OP0088  DYNAMIC HT  -         346.054 (meters)    1135.35  (feet)  COMP
 OP0088  MODELED GRAV-     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
 OP0088.and adjusted by the National Geodetic Survey in June 1991..
 OP0088
 OP0088.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0087 ***********************************************************************
 OP0087  DESIGNATION -  4604 G 1
 OP0087  PID         -  OP0087
 OP0087  STATE/COUNTY-  MN/MARTIN
 OP0087  USGS QUAD   -  TRUMAN (1967)
 OP0087
 OP0087                         *CURRENT SURVEY CONTROL
 OP0087  ___________________________________________________________________
 OP0087* NAD 83(1986)-  43 45 36.     (N)    094 25 49.     (W)     SCALED    
 OP0087* NAVD 88     -       343.586  (meters)    1127.25   (feet)  ADJUSTED  
 OP0087  ___________________________________________________________________
 OP0087  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 OP0087  DYNAMIC HT  -         343.519 (meters)    1127.03  (feet)  COMP
 OP0087  MODELED GRAV-     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
 OP0087.and adjusted by the National Geodetic Survey in June 1991..
 OP0087
 OP0087.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0086 ***********************************************************************
 OP0086  DESIGNATION -  4604 H 2
 OP0086  PID         -  OP0086
 OP0086  STATE/COUNTY-  MN/MARTIN
 OP0086  USGS QUAD   -  TRUMAN (1967)
 OP0086
 OP0086                         *CURRENT SURVEY CONTROL
 OP0086  ___________________________________________________________________
 OP0086* NAD 83(1986)-  43 46 12.     (N)    094 25 37.     (W)     SCALED    
 OP0086* NAVD 88     -       340.931  (meters)    1118.54   (feet)  ADJUSTED  
 OP0086  ___________________________________________________________________
 OP0086  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 OP0086  DYNAMIC HT  -         340.865 (meters)    1118.32  (feet)  COMP
 OP0086  MODELED GRAV-     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
 OP0086.and adjusted by the National Geodetic Survey in June 1991..
 OP0086
 OP0086.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0082 ***********************************************************************
 OP0082  DESIGNATION -  4604 H RESET
 OP0082  PID         -  OP0082
 OP0082  STATE/COUNTY-  MN/MARTIN
 OP0082  USGS QUAD   -  TRUMAN (1967)
 OP0082
 OP0082                         *CURRENT SURVEY CONTROL
 OP0082  ___________________________________________________________________
 OP0082* NAD 83(1996)-  43 46 28.50551(N)    094 25 35.90245(W)     ADJUSTED  
 OP0082* NAVD 88     -       341.286  (meters)    1119.70   (feet)  ADJUSTED  
 OP0082  ___________________________________________________________________
 OP0082  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 OP0082  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 OP0082  DYNAMIC HT  -         341.220 (meters)    1119.49  (feet)  COMP
 OP0082  MODELED GRAV-     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
 OP0082.and adjusted by the National Geodetic Survey in June 1991..
 OP0082
 OP0082.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0082
 OP0082.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0082;SPC MN S     -   186,156.284   765,651.666   MT  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     -   0.99995086  x   1.00000191  =   0.99995277
 OP0082!UTM  15      -   0.99995086  x   0.99976213  =   0.99971300
 OP0082
 OP0082:                Primary Azimuth Mark                     Grid Az
 OP0082:SPC MN S     -  HORICON                                  089 41 11.1
 OP0082:UTM  15      -  HORICON                                  090 22 28.0
 OP0082
 OP0082|---------------------------------------------------------------------|
 OP0082| PID    Reference Object                     Distance      Geod. Az  |
 OP0082|                                                           dddmmss.s |
 OP0082| OP0084 HORICON                             APPROX. 1.9 KM 0892314.5 |
 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: 15TUJ8518847826(NAD 83)
 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 = OCTOBER  6, 2006
 OP0081 ***********************************************************************
 OP0081  DESIGNATION -  4604 J
 OP0081  PID         -  OP0081
 OP0081  STATE/COUNTY-  MN/MARTIN
 OP0081  USGS QUAD   -  TRUMAN (1967)
 OP0081
 OP0081                         *CURRENT SURVEY CONTROL
 OP0081  ___________________________________________________________________
 OP0081* NAD 83(1986)-  43 47 24.     (N)    094 25 43.     (W)     SCALED    
 OP0081* NAVD 88     -       347.597  (meters)    1140.41   (feet)  ADJUSTED  
 OP0081  ___________________________________________________________________
 OP0081  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 OP0081  DYNAMIC HT  -         347.531 (meters)    1140.19  (feet)  COMP
 OP0081  MODELED GRAV-     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
 OP0081.and adjusted by the National Geodetic Survey in June 1991..
 OP0081
 OP0081.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0078 ***********************************************************************
 OP0078  DESIGNATION -  4604 K 1
 OP0078  PID         -  OP0078
 OP0078  STATE/COUNTY-  MN/MARTIN
 OP0078  USGS QUAD   -  TRUMAN (1967)
 OP0078
 OP0078                         *CURRENT SURVEY CONTROL
 OP0078  ___________________________________________________________________
 OP0078* NAD 83(1996)-  43 48 13.60087(N)    094 24 47.65476(W)     ADJUSTED  
 OP0078* NAVD 88     -       352.416  (meters)    1156.22   (feet)  ADJUSTED  
 OP0078  ___________________________________________________________________
 OP0078  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 OP0078  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 OP0078  DYNAMIC HT  -         352.350 (meters)    1156.00  (feet)  COMP
 OP0078  MODELED GRAV-     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.No horizontal observational check was made to the station.
 OP0078
 OP0078.The orthometric height was determined by differential leveling
 OP0078.and adjusted by the National Geodetic Survey in June 1991..
 OP0078
 OP0078.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0078
 OP0078.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0078;SPC MN S     -   189,394.292   766,747.047   MT  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: 15TUJ8632251050(NAD 83)
 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 = OCTOBER  6, 2006
 OP1444 ***********************************************************************
 OP1444  DESIGNATION -  4604 L RESET
 OP1444  PID         -  OP1444
 OP1444  STATE/COUNTY-  MN/MARTIN
 OP1444  USGS QUAD   -  TRUMAN (1967)
 OP1444
 OP1444                         *CURRENT SURVEY CONTROL
 OP1444  ___________________________________________________________________
 OP1444* NAD 83(1986)-  43 49 05.     (N)    094 25 34.     (W)     SCALED    
 OP1444* NAVD 88     -       339.74   (meters)    1114.6    (feet)  RESET     
 OP1444  ___________________________________________________________________
 OP1444  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 OP1444
 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.No vertical observational check was made to the station.
 OP1444
 OP1444.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0074 ***********************************************************************
 OP0074  DESIGNATION -  4604 M
 OP0074  PID         -  OP0074
 OP0074  STATE/COUNTY-  MN/MARTIN
 OP0074  USGS QUAD   -  TRUMAN (1967)
 OP0074
 OP0074                         *CURRENT SURVEY CONTROL
 OP0074  ___________________________________________________________________
 OP0074* NAD 83(1986)-  43 50 00.     (N)    094 25 37.     (W)     SCALED    
 OP0074* NAVD 88     -       337.978  (meters)    1108.85   (feet)  ADJUSTED  
 OP0074  ___________________________________________________________________
 OP0074  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 OP0074  DYNAMIC HT  -         337.915 (meters)    1108.64  (feet)  COMP
 OP0074  MODELED GRAV-     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
 OP0074.and adjusted by the National Geodetic Survey in June 1991..
 OP0074
 OP0074.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0075 ***********************************************************************
 OP0075  DESIGNATION -  4604 N
 OP0075  PID         -  OP0075
 OP0075  STATE/COUNTY-  MN/MARTIN
 OP0075  USGS QUAD   -  TRUMAN (1967)
 OP0075
 OP0075                         *CURRENT SURVEY CONTROL
 OP0075  ___________________________________________________________________
 OP0075* NAD 83(1986)-  43 49 42.     (N)    094 26 13.     (W)     SCALED    
 OP0075* NAVD 88     -       339.240  (meters)    1112.99   (feet)  ADJUSTED  
 OP0075  ___________________________________________________________________
 OP0075  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 OP0075  DYNAMIC HT  -         339.177 (meters)    1112.78  (feet)  COMP
 OP0075  MODELED GRAV-     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
 OP0075.and adjusted by the National Geodetic Survey in June 1991..
 OP0075
 OP0075.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0008 ***********************************************************************
 OP0008  DESIGNATION -  4607 A
 OP0008  PID         -  OP0008
 OP0008  STATE/COUNTY-  MN/MARTIN
 OP0008  USGS QUAD   -  FAIRMONT (1992)
 OP0008
 OP0008                         *CURRENT SURVEY CONTROL
 OP0008  ___________________________________________________________________
 OP0008* NAD 83(1986)-  43 39 02.     (N)    094 25 24.     (W)     SCALED    
 OP0008* NAVD 88     -       352.283  (meters)    1155.78   (feet)  ADJUSTED  
 OP0008  ___________________________________________________________________
 OP0008  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 OP0008  DYNAMIC HT  -         352.208 (meters)    1155.54  (feet)  COMP
 OP0008  MODELED GRAV-     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
 OP0008.and adjusted by the National Geodetic Survey in June 1991..
 OP0008
 OP0008.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0009 ***********************************************************************
 OP0009  DESIGNATION -  4607 B
 OP0009  PID         -  OP0009
 OP0009  STATE/COUNTY-  MN/MARTIN
 OP0009  USGS QUAD   -  FAIRMONT (1992)
 OP0009
 OP0009                         *CURRENT SURVEY CONTROL
 OP0009  ___________________________________________________________________
 OP0009* NAD 83(1986)-  43 39 00.     (N)    094 25 24.     (W)     SCALED    
 OP0009* NAVD 88     -       352.640  (meters)    1156.95   (feet)  ADJUSTED  
 OP0009  ___________________________________________________________________
 OP0009  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 OP0009  DYNAMIC HT  -         352.565 (meters)    1156.71  (feet)  COMP
 OP0009  MODELED GRAV-     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
 OP0009.and adjusted by the National Geodetic Survey in June 1991..
 OP0009
 OP0009.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0010 ***********************************************************************
 OP0010  DESIGNATION -  4607 C
 OP0010  PID         -  OP0010
 OP0010  STATE/COUNTY-  MN/MARTIN
 OP0010  USGS QUAD   -  FAIRMONT (1992)
 OP0010
 OP0010                         *CURRENT SURVEY CONTROL
 OP0010  ___________________________________________________________________
 OP0010* NAD 83(1986)-  43 38 52.     (N)    094 25 24.     (W)     SCALED    
 OP0010* NAVD 88     -       353.596  (meters)    1160.09   (feet)  ADJUSTED  
 OP0010  ___________________________________________________________________
 OP0010  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 OP0010  DYNAMIC HT  -         353.521 (meters)    1159.84  (feet)  COMP
 OP0010  MODELED GRAV-     980,396.9   (mgal)                       NAVD 88
 OP0010
 OP0010  VERT ORDER  -  SECOND    CLASS 0
 OP0010
 OP0010.This mark is at Fairmont Airport (FRM)
 OP0010
 OP0010.The horizontal coordinates were scaled from a topographic map and have
 OP0010.an estimated accuracy of +/- 6 seconds.
 OP0010
 OP0010.The orthometric height was determined by differential leveling
 OP0010.and adjusted by the National Geodetic Survey in June 1991..
 OP0010
 OP0010.The geoid height was determined by GEOID03.
 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     -   172,070.      765,850.      MT  (+/- 180 meters Scaled)
 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: 15TUJ852337(NAD 83)
 OP0010_MARKER: DD = SURVEY DISK
 OP0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0010_SP_SET: BASE
 OP0010_STAMPING: 4706 C 1974
 OP0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0010
 OP0010  HISTORY     - Date     Condition        Report By
 OP0010  HISTORY     - 1974     MONUMENTED       MNDT
 OP0010  HISTORY     - 1975     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0330 ***********************************************************************
 OP0330  DESIGNATION -  4609 L
 OP0330  PID         -  OP0330
 OP0330  STATE/COUNTY-  MN/MARTIN
 OP0330  USGS QUAD   -  WELCOME (1970)
 OP0330
 OP0330                         *CURRENT SURVEY CONTROL
 OP0330  ___________________________________________________________________
 OP0330* NAD 83(1986)-  43 39 36.     (N)    094 36 55.     (W)     SCALED    
 OP0330* NAVD 88     -       377.979  (meters)    1240.09   (feet)  ADJUSTED  
 OP0330  ___________________________________________________________________
 OP0330  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 OP0330  DYNAMIC HT  -         377.895 (meters)    1239.81  (feet)  COMP
 OP0330  MODELED GRAV-     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
 OP0330.and adjusted by the National Geodetic Survey in June 1991..
 OP0330
 OP0330.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0329 ***********************************************************************
 OP0329  DESIGNATION -  4609 M
 OP0329  PID         -  OP0329
 OP0329  STATE/COUNTY-  MN/MARTIN
 OP0329  USGS QUAD   -  WELCOME (1970)
 OP0329
 OP0329                         *CURRENT SURVEY CONTROL
 OP0329  ___________________________________________________________________
 OP0329* NAD 83(1986)-  43 40 00.     (N)    094 36 55.     (W)     SCALED    
 OP0329* NAVD 88     -       375.711  (meters)    1232.65   (feet)  ADJUSTED  
 OP0329  ___________________________________________________________________
 OP0329  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 OP0329  DYNAMIC HT  -         375.628 (meters)    1232.37  (feet)  COMP
 OP0329  MODELED GRAV-     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
 OP0329.and adjusted by the National Geodetic Survey in June 1991..
 OP0329
 OP0329.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0328 ***********************************************************************
 OP0328  DESIGNATION -  4609 N
 OP0328  PID         -  OP0328
 OP0328  STATE/COUNTY-  MN/MARTIN
 OP0328  USGS QUAD   -  WELCOME (1970)
 OP0328
 OP0328                         *CURRENT SURVEY CONTROL
 OP0328  ___________________________________________________________________
 OP0328* NAD 83(1986)-  43 40 12.     (N)    094 36 55.     (W)     SCALED    
 OP0328* NAVD 88     -       374.608  (meters)    1229.03   (feet)  ADJUSTED  
 OP0328  ___________________________________________________________________
 OP0328  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 OP0328  DYNAMIC HT  -         374.526 (meters)    1228.76  (feet)  COMP
 OP0328  MODELED GRAV-     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
 OP0328.and adjusted by the National Geodetic Survey in June 1991..
 OP0328
 OP0328.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0327 ***********************************************************************
 OP0327  DESIGNATION -  4609 P
 OP0327  PID         -  OP0327
 OP0327  STATE/COUNTY-  MN/MARTIN
 OP0327  USGS QUAD   -  WELCOME (1970)
 OP0327
 OP0327                         *CURRENT SURVEY CONTROL
 OP0327  ___________________________________________________________________
 OP0327* NAD 83(1986)-  43 40 48.     (N)    094 36 55.     (W)     SCALED    
 OP0327* NAVD 88     -       362.870  (meters)    1190.52   (feet)  ADJUSTED  
 OP0327  ___________________________________________________________________
 OP0327  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 OP0327  DYNAMIC HT  -         362.790 (meters)    1190.25  (feet)  COMP
 OP0327  MODELED GRAV-     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
 OP0327.and adjusted by the National Geodetic Survey in June 1991..
 OP0327
 OP0327.The geoid height was determined by GEOID03.
 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: 15TUJ698376(NAD 83)
 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 = OCTOBER  6, 2006
 RN1697 ***********************************************************************
 RN1697  DESIGNATION -  461
 RN1697  PID         -  RN1697
 RN1697  STATE/COUNTY-  MN/ST LOUIS
 RN1697  USGS QUAD   -  DULUTH (1993)
 RN1697
 RN1697                         *CURRENT SURVEY CONTROL
 RN1697  ___________________________________________________________________
 RN1697* NAD 83(1996)-  46 45 16.37049(N)    092 05 37.58299(W)     ADJUSTED  
 RN1697* NAVD 88     -       185.5    (meters)     609.     (feet)  VERTCON   
 RN1697  ___________________________________________________________________
 RN1697  X           -    -159,940.143 (meters)                     COMP
 RN1697  Y           -  -4,374,789.146 (meters)                     COMP
 RN1697  Z           -   4,623,227.411 (meters)                     COMP
 RN1697  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 RN1697  ELLIP HEIGHT-         157.49  (meters)          (03/16/99) GPS OBS
 RN1697  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 RN1697
 RN1697  HORZ ORDER  -  SECOND
 RN1697  ELLP ORDER  -  FOURTH    CLASS I
 RN1697
 RN1697.The horizontal coordinates were established by GPS observations
 RN1697.and adjusted by the National Geodetic Survey in March 1999..
 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 DEFLEC99 derived deflections.
 RN1697
 RN1697.The ellipsoidal height was determined by GPS observations
 RN1697.and is referenced to NAD 83.
 RN1697
 RN1697.The geoid height was determined by GEOID03.
 RN1697
 RN1697;                    North         East     Units Scale Factor Converg.
 RN1697;SPC MN N     -   128,800.302   876,883.265   MT  1.00007900   +0 44 45.0
 RN1697;SPC WI N     -   178,599.318   440,047.075   MT  0.99999781   -1 30 37.4
 RN1697;SPC WI N     -   585,954.60  1,443,721.11   sFT  0.99999781   -1 30 37.4
 RN1697;UTM  15      - 5,178,287.151   569,211.135   MT  0.99965888   +0 39 36.5
 RN1697
 RN1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1697!SPC MN N     -   0.99997531  x   1.00007900  =   1.00005431
 RN1697!SPC WI N     -   0.99997531  x   0.99999781  =   0.99997312
 RN1697!UTM  15      -   0.99997531  x   0.99965888  =   0.99963420
 RN1697
 RN1697                          SUPERSEDED SURVEY CONTROL
 RN1697
 RN1697  NAD 83(1996)-  46 45 16.37091(N)    092 05 37.58256(W) AD(       ) 2
 RN1697  ELLIP H (11/21/91)  157.42   (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)          609.     (f) 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_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 = OCTOBER  6, 2006
 OP0301 ***********************************************************************
 OP0301  DESIGNATION -  4680 A
 OP0301  PID         -  OP0301
 OP0301  STATE/COUNTY-  MN/MARTIN
 OP0301  USGS QUAD   -  ALPHA (1970)
 OP0301
 OP0301                         *CURRENT SURVEY CONTROL
 OP0301  ___________________________________________________________________
 OP0301* NAD 83(1996)-  43 39 11.60511(N)    094 50 40.15675(W)     ADJUSTED  
 OP0301* NAVD 88     -       403.197  (meters)    1322.82   (feet)  ADJUSTED  
 OP0301  ___________________________________________________________________
 OP0301  X           -    -390,371.332 (meters)                     COMP
 OP0301  Y           -  -4,605,915.860 (meters)                     COMP
 OP0301  Z           -   4,380,553.834 (meters)                     COMP
 OP0301  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 OP0301  ELLIP HEIGHT-         375.43  (meters)          (02/05/03) GPS OBS
 OP0301  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 OP0301  DYNAMIC HT  -         403.101 (meters)    1322.51  (feet)  COMP
 OP0301  MODELED GRAV-     980,368.5   (mgal)                       NAVD 88
 OP0301
 OP0301  HORZ ORDER  -  FIRST
 OP0301  VERT ORDER  -  SECOND    CLASS I
 OP0301  ELLP ORDER  -  THIRD     CLASS II
 OP0301
 OP0301.The horizontal coordinates were established by GPS observations
 OP0301.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0301
 OP0301.The orthometric height was determined by differential leveling
 OP0301.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP0301
 OP0301.The ellipsoidal height was determined by GPS observations
 OP0301.and is referenced to NAD 83.
 OP0301
 OP0301.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0301;SPC MN S     -   172,934.308   731,872.697   MT  1.00003073   -0 35 30.9
 OP0301;UTM  15      - 4,835,011.283   351,259.981   MT  0.99987213   -1 16 24.5
 OP0301
 OP0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0301!SPC MN S     -   0.99994113  x   1.00003073  =   0.99997186
 OP0301!UTM  15      -   0.99994113  x   0.99987213  =   0.99981327
 OP0301
 OP0301                          SUPERSEDED SURVEY CONTROL
 OP0301
 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: 15TUJ5126035011(NAD 83)
 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 = OCTOBER  6, 2006
 OP0103 ***********************************************************************
 OP0103  DESIGNATION -  4680 AB
 OP0103  PID         -  OP0103
 OP0103  STATE/COUNTY-  MN/MARTIN
 OP0103  USGS QUAD   -  FAIRMONT (1992)
 OP0103
 OP0103                         *CURRENT SURVEY CONTROL
 OP0103  ___________________________________________________________________
 OP0103* NAD 83(1996)-  43 40 43.72649(N)    094 27 43.68606(W)     ADJUSTED  
 OP0103* NAVD 88     -       361.364  (meters)    1185.58   (feet)  ADJUSTED  
 OP0103  ___________________________________________________________________
 OP0103  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 OP0103  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 OP0103  DYNAMIC HT  -         361.289 (meters)    1185.33  (feet)  COMP
 OP0103  MODELED GRAV-     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.No horizontal observational check was made to the station.
 OP0103
 OP0103.The orthometric height was determined by differential leveling
 OP0103.and adjusted by the National Geodetic Survey in June 1991..
 OP0103
 OP0103.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0103
 OP0103.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0103;SPC MN S     -   175,530.928   762,733.833   MT  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     -   0.99994772  x   1.00002429  =   0.99997201
 OP0103!UTM  15      -   0.99994772  x   0.99977085  =   0.99971858
 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: 15TUJ8214337239(NAD 83)
 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 = OCTOBER  6, 2006
 OP0099 ***********************************************************************
 OP0099  DESIGNATION -  4680 AC
 OP0099  PID         -  OP0099
 OP0099  STATE/COUNTY-  MN/MARTIN
 OP0099  USGS QUAD   -  FAIRMONT (1992)
 OP0099
 OP0099                         *CURRENT SURVEY CONTROL
 OP0099  ___________________________________________________________________
 OP0099* NAD 83(1986)-  43 40 42.     (N)    094 27 01.     (W)     SCALED    
 OP0099* NAVD 88     -       364.064  (meters)    1194.43   (feet)  ADJUSTED  
 OP0099  ___________________________________________________________________
 OP0099  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 OP0099  DYNAMIC HT  -         363.989 (meters)    1194.19  (feet)  COMP
 OP0099  MODELED GRAV-     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
 OP0099.and adjusted by the National Geodetic Survey in June 1991..
 OP0099
 OP0099.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0098 ***********************************************************************
 OP0098  DESIGNATION -  4680 AC 1
 OP0098  PID         -  OP0098
 OP0098  STATE/COUNTY-  MN/MARTIN
 OP0098  USGS QUAD   -  FAIRMONT (1992)
 OP0098
 OP0098                         *CURRENT SURVEY CONTROL
 OP0098  ___________________________________________________________________
 OP0098* NAD 83(1986)-  43 40 42.     (N)    094 26 49.     (W)     SCALED    
 OP0098* NAVD 88     -       362.707  (meters)    1189.98   (feet)  ADJUSTED  
 OP0098  ___________________________________________________________________
 OP0098  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 OP0098  DYNAMIC HT  -         362.632 (meters)    1189.74  (feet)  COMP
 OP0098  MODELED GRAV-     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
 OP0098.and adjusted by the National Geodetic Survey in June 1991..
 OP0098
 OP0098.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0102 ***********************************************************************
 OP0102  DESIGNATION -  4680 AE
 OP0102  PID         -  OP0102
 OP0102  STATE/COUNTY-  MN/MARTIN
 OP0102  USGS QUAD   -  FAIRMONT (1992)
 OP0102
 OP0102                         *CURRENT SURVEY CONTROL
 OP0102  ___________________________________________________________________
 OP0102* NAD 83(1986)-  43 40 42.     (N)    094 28 37.     (W)     SCALED    
 OP0102* NAVD 88     -       356.766  (meters)    1170.49   (feet)  ADJUSTED  
 OP0102  ___________________________________________________________________
 OP0102  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 OP0102  DYNAMIC HT  -         356.691 (meters)    1170.24  (feet)  COMP
 OP0102  MODELED GRAV-     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
 OP0102.and adjusted by the National Geodetic Survey in June 1991..
 OP0102
 OP0102.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0101 ***********************************************************************
 OP0101  DESIGNATION -  4680 AF
 OP0101  PID         -  OP0101
 OP0101  STATE/COUNTY-  MN/MARTIN
 OP0101  USGS QUAD   -  FAIRMONT (1992)
 OP0101
 OP0101                         *CURRENT SURVEY CONTROL
 OP0101  ___________________________________________________________________
 OP0101* NAD 83(1986)-  43 40 48.     (N)    094 29 31.     (W)     SCALED    
 OP0101* NAVD 88     -       360.628  (meters)    1183.16   (feet)  ADJUSTED  
 OP0101  ___________________________________________________________________
 OP0101  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 OP0101  DYNAMIC HT  -         360.552 (meters)    1182.91  (feet)  COMP
 OP0101  MODELED GRAV-     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
 OP0101.and adjusted by the National Geodetic Survey in June 1991..
 OP0101.WARNING-Repeat measurements at this control monument indicate possible
 OP0101.vertical movement.
 OP0101
 OP0101.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0337 ***********************************************************************
 OP0337  DESIGNATION -  4680 AG
 OP0337  PID         -  OP0337
 OP0337  STATE/COUNTY-  MN/MARTIN
 OP0337  USGS QUAD   -  WELCOME (1970)
 OP0337
 OP0337                         *CURRENT SURVEY CONTROL
 OP0337  ___________________________________________________________________
 OP0337* NAD 83(1986)-  43 40 48.     (N)    094 30 49.     (W)     SCALED    
 OP0337* NAVD 88     -       357.361  (meters)    1172.44   (feet)  ADJUSTED  
 OP0337  ___________________________________________________________________
 OP0337  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 OP0337  DYNAMIC HT  -         357.287 (meters)    1172.20  (feet)  COMP
 OP0337  MODELED GRAV-     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
 OP0337.and adjusted by the National Geodetic Survey in June 1991..
 OP0337
 OP0337.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0334 ***********************************************************************
 OP0334  DESIGNATION -  4680 AH
 OP0334  PID         -  OP0334
 OP0334  STATE/COUNTY-  MN/MARTIN
 OP0334  USGS QUAD   -  WELCOME (1970)
 OP0334
 OP0334                         *CURRENT SURVEY CONTROL
 OP0334  ___________________________________________________________________
 OP0334* NAD 83(1986)-  43 40 48.     (N)    094 33 07.     (W)     SCALED    
 OP0334* NAVD 88     -       379.408  (meters)    1244.77   (feet)  ADJUSTED  
 OP0334  ___________________________________________________________________
 OP0334  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 OP0334  DYNAMIC HT  -         379.328 (meters)    1244.51  (feet)  COMP
 OP0334  MODELED GRAV-     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
 OP0334.and adjusted by the National Geodetic Survey in June 1991..
 OP0334.WARNING-Repeat measurements at this control monument indicate possible
 OP0334.vertical movement.
 OP0334
 OP0334.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0326 ***********************************************************************
 OP0326  DESIGNATION -  4680 AJ
 OP0326  PID         -  OP0326
 OP0326  STATE/COUNTY-  MN/MARTIN
 OP0326  USGS QUAD   -  WELCOME (1970)
 OP0326
 OP0326                         *CURRENT SURVEY CONTROL
 OP0326  ___________________________________________________________________
 OP0326* NAD 83(1986)-  43 40 54.     (N)    094 36 55.     (W)     SCALED    
 OP0326* NAVD 88     -       370.582  (meters)    1215.82   (feet)  ADJUSTED  
 OP0326  ___________________________________________________________________
 OP0326  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 OP0326  DYNAMIC HT  -         370.502 (meters)    1215.56  (feet)  COMP
 OP0326  MODELED GRAV-     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
 OP0326.and adjusted by the National Geodetic Survey in June 1991..
 OP0326
 OP0326.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0324 ***********************************************************************
 OP0324  DESIGNATION -  4680 AL
 OP0324  PID         -  OP0324
 OP0324  STATE/COUNTY-  MN/MARTIN
 OP0324  USGS QUAD   -  SHERBURN (1970)
 OP0324
 OP0324                         *CURRENT SURVEY CONTROL
 OP0324  ___________________________________________________________________
 OP0324* NAD 83(1986)-  43 40 12.     (N)    094 38 37.     (W)     SCALED    
 OP0324* NAVD 88     -       374.177  (meters)    1227.61   (feet)  ADJUSTED  
 OP0324  ___________________________________________________________________
 OP0324  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 OP0324  DYNAMIC HT  -         374.093 (meters)    1227.34  (feet)  COMP
 OP0324  MODELED GRAV-     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
 OP0324.and adjusted by the National Geodetic Survey in June 1991..
 OP0324
 OP0324.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0320 ***********************************************************************
 OP0320  DESIGNATION -  4680 AM
 OP0320  PID         -  OP0320
 OP0320  STATE/COUNTY-  MN/MARTIN
 OP0320  USGS QUAD   -  SHERBURN (1970)
 OP0320
 OP0320                         *CURRENT SURVEY CONTROL
 OP0320  ___________________________________________________________________
 OP0320* NAD 83(1986)-  43 40 00.     (N)    094 39 19.     (W)     SCALED    
 OP0320* NAVD 88     -       382.293  (meters)    1254.24   (feet)  ADJUSTED  
 OP0320  ___________________________________________________________________
 OP0320  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 OP0320  DYNAMIC HT  -         382.208 (meters)    1253.96  (feet)  COMP
 OP0320  MODELED GRAV-     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
 OP0320.and adjusted by the National Geodetic Survey in June 1991..
 OP0320
 OP0320.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0319 ***********************************************************************
 OP0319  DESIGNATION -  4680 AN
 OP0319  PID         -  OP0319
 OP0319  STATE/COUNTY-  MN/MARTIN
 OP0319  USGS QUAD   -  SHERBURN (1970)
 OP0319
 OP0319                         *CURRENT SURVEY CONTROL
 OP0319  ___________________________________________________________________
 OP0319* NAD 83(1996)-  43 40 02.50186(N)    094 40 10.44872(W)     ADJUSTED  
 OP0319* NAVD 88     -       381.116  (meters)    1250.38   (feet)  ADJUSTED  
 OP0319  ___________________________________________________________________
 OP0319  X           -    -376,218.486 (meters)                     COMP
 OP0319  Y           -  -4,605,989.207 (meters)                     COMP
 OP0319  Z           -   4,381,674.940 (meters)                     COMP
 OP0319  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 OP0319  ELLIP HEIGHT-         353.19  (meters)          (02/05/03) GPS OBS
 OP0319  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 OP0319  DYNAMIC HT  -         381.030 (meters)    1250.10  (feet)  COMP
 OP0319  MODELED GRAV-     980,382.1   (mgal)                       NAVD 88
 OP0319
 OP0319  HORZ ORDER  -  FIRST
 OP0319  VERT ORDER  -  SECOND    CLASS I
 OP0319  ELLP ORDER  -  THIRD     CLASS II
 OP0319
 OP0319.The horizontal coordinates were established by GPS observations
 OP0319.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0319
 OP0319.The orthometric height was determined by differential leveling
 OP0319.and adjusted by the National Geodetic Survey in June 1991..
 OP0319
 OP0319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0319
 OP0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0319
 OP0319.The ellipsoidal height was determined by GPS observations
 OP0319.and is referenced to NAD 83.
 OP0319
 OP0319.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0319;SPC MN S     -   174,374.424   745,996.423   MT  1.00002714   -0 28 09.6
 OP0319;UTM  15      - 4,836,282.806   365,397.290   MT  0.99982285   -1 09 10.7
 OP0319
 OP0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0319!SPC MN S     -   0.99994462  x   1.00002714  =   0.99997176
 OP0319!UTM  15      -   0.99994462  x   0.99982285  =   0.99976748
 OP0319
 OP0319:                Primary Azimuth Mark                     Grid Az
 OP0319:SPC MN S     -  4680 H                                   265 35 00.7
 OP0319:UTM  15      -  4680 H                                   266 16 01.8
 OP0319
 OP0319|---------------------------------------------------------------------|
 OP0319| PID    Reference Object                     Distance      Geod. Az  |
 OP0319|                                                           dddmmss.s |
 OP0319| OP0318 4680 H                              APPROX. 1.3 KM 2650651.1 |
 OP0319|---------------------------------------------------------------------|
 OP0319
 OP0319                          SUPERSEDED SURVEY CONTROL
 OP0319
 OP0319  NAVD 88 (05/31/05)  381.08   (m)         1250.3    (f) LEVELING    3  
 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: 15TUJ6539736283(NAD 83)
 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 - December 08, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0316 ***********************************************************************
 OP0316  DESIGNATION -  4680 AP
 OP0316  PID         -  OP0316
 OP0316  STATE/COUNTY-  MN/MARTIN
 OP0316  USGS QUAD   -  SHERBURN (1970)
 OP0316
 OP0316                         *CURRENT SURVEY CONTROL
 OP0316  ___________________________________________________________________
 OP0316* NAD 83(1986)-  43 40 00.     (N)    094 43 13.     (W)     SCALED    
 OP0316* NAVD 88     -       389.239  (meters)    1277.03   (feet)  ADJUSTED  
 OP0316  ___________________________________________________________________
 OP0316  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 OP0316  DYNAMIC HT  -         389.149 (meters)    1276.73  (feet)  COMP
 OP0316  MODELED GRAV-     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
 OP0316.and adjusted by the National Geodetic Survey in June 1991..
 OP0316
 OP0316.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0311 ***********************************************************************
 OP0311  DESIGNATION -  4680 AQ
 OP0311  PID         -  OP0311
 OP0311  STATE/COUNTY-  MN/MARTIN
 OP0311  USGS QUAD   -  SHERBURN (1970)
 OP0311
 OP0311                         *CURRENT SURVEY CONTROL
 OP0311  ___________________________________________________________________
 OP0311* NAD 83(1986)-  43 39 52.     (N)    094 44 01.     (W)     SCALED    
 OP0311* NAVD 88     -       401.386  (meters)    1316.88   (feet)  ADJUSTED  
 OP0311  ___________________________________________________________________
 OP0311  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 OP0311  DYNAMIC HT  -         401.293 (meters)    1316.58  (feet)  COMP
 OP0311  MODELED GRAV-     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
 OP0311.and adjusted by the National Geodetic Survey in June 1991..
 OP0311
 OP0311.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0310 ***********************************************************************
 OP0310  DESIGNATION -  4680 AR
 OP0310  PID         -  OP0310
 OP0310  STATE/COUNTY-  MN/MARTIN
 OP0310  USGS QUAD   -  SHERBURN (1970)
 OP0310
 OP0310                         *CURRENT SURVEY CONTROL
 OP0310  ___________________________________________________________________
 OP0310* NAD 83(1986)-  43 39 51.     (N)    094 44 04.     (W)     SCALED    
 OP0310* NAVD 88     -       402.408  (meters)    1320.23   (feet)  ADJUSTED  
 OP0310  ___________________________________________________________________
 OP0310  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 OP0310  DYNAMIC HT  -         402.314 (meters)    1319.93  (feet)  COMP
 OP0310  MODELED GRAV-     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
 OP0310.and adjusted by the National Geodetic Survey in June 1991..
 OP0310
 OP0310.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0309 ***********************************************************************
 OP0309  DESIGNATION -  4680 AS
 OP0309  PID         -  OP0309
 OP0309  STATE/COUNTY-  MN/MARTIN
 OP0309  USGS QUAD   -  ALPHA (1970)
 OP0309
 OP0309                         *CURRENT SURVEY CONTROL
 OP0309  ___________________________________________________________________
 OP0309* NAD 83(1986)-  43 39 36.     (N)    094 45 19.     (W)     SCALED    
 OP0309* NAVD 88     -       395.648  (meters)    1298.06   (feet)  ADJUSTED  
 OP0309  ___________________________________________________________________
 OP0309  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 OP0309  DYNAMIC HT  -         395.555 (meters)    1297.75  (feet)  COMP
 OP0309  MODELED GRAV-     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
 OP0309.and adjusted by the National Geodetic Survey in June 1991..
 OP0309
 OP0309.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0305 ***********************************************************************
 OP0305  DESIGNATION -  4680 AT
 OP0305  PID         -  OP0305
 OP0305  STATE/COUNTY-  MN/MARTIN
 OP0305  USGS QUAD   -  ALPHA (1970)
 OP0305
 OP0305                         *CURRENT SURVEY CONTROL
 OP0305  ___________________________________________________________________
 OP0305* NAD 83(1986)-  43 39 12.     (N)    094 47 37.     (W)     SCALED    
 OP0305* NAVD 88     -       410.546  (meters)    1346.93   (feet)  ADJUSTED  
 OP0305  ___________________________________________________________________
 OP0305  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 OP0305  DYNAMIC HT  -         410.448 (meters)    1346.61  (feet)  COMP
 OP0305  MODELED GRAV-     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
 OP0305.and adjusted by the National Geodetic Survey in June 1991..
 OP0305
 OP0305.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0302 ***********************************************************************
 OP0302  DESIGNATION -  4680 AU
 OP0302  PID         -  OP0302
 OP0302  STATE/COUNTY-  MN/MARTIN
 OP0302  USGS QUAD   -  ALPHA (1970)
 OP0302
 OP0302                         *CURRENT SURVEY CONTROL
 OP0302  ___________________________________________________________________
 OP0302* NAD 83(1986)-  43 39 12.     (N)    094 50 01.     (W)     SCALED    
 OP0302* NAVD 88     -       402.645  (meters)    1321.01   (feet)  ADJUSTED  
 OP0302  ___________________________________________________________________
 OP0302  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 OP0302  DYNAMIC HT  -         402.549 (meters)    1320.70  (feet)  COMP
 OP0302  MODELED GRAV-     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
 OP0302.and adjusted by the National Geodetic Survey in June 1991..
 OP0302
 OP0302.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0300 ***********************************************************************
 OP0300  DESIGNATION -  4680 AV
 OP0300  PID         -  OP0300
 OP0300  STATE/COUNTY-  MN/MARTIN
 OP0300  USGS QUAD   -  ALPHA (1970)
 OP0300
 OP0300                         *CURRENT SURVEY CONTROL
 OP0300  ___________________________________________________________________
 OP0300* NAD 83(1986)-  43 39 12.     (N)    094 51 01.     (W)     SCALED    
 OP0300* NAVD 88     -       404.745  (meters)    1327.90   (feet)  ADJUSTED  
 OP0300  ___________________________________________________________________
 OP0300  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 OP0300  DYNAMIC HT  -         404.648 (meters)    1327.58  (feet)  COMP
 OP0300  MODELED GRAV-     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
 OP0300.and adjusted by the National Geodetic Survey in June 1991..
 OP0300
 OP0300.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0303 ***********************************************************************
 OP0303  DESIGNATION -  4680 B
 OP0303  PID         -  OP0303
 OP0303  STATE/COUNTY-  MN/MARTIN
 OP0303  USGS QUAD   -  ALPHA (1970)
 OP0303
 OP0303                         *CURRENT SURVEY CONTROL
 OP0303  ___________________________________________________________________
 OP0303* NAD 83(1986)-  43 39 12.     (N)    094 49 29.     (W)     SCALED    
 OP0303* NAVD 88     -       407.354  (meters)    1336.46   (feet)  ADJUSTED  
 OP0303  ___________________________________________________________________
 OP0303  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 OP0303  DYNAMIC HT  -         407.256 (meters)    1336.14  (feet)  COMP
 OP0303  MODELED GRAV-     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
 OP0303.and adjusted by the National Geodetic Survey in June 1991..
 OP0303
 OP0303.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1176 ***********************************************************************
 OP1176  DESIGNATION -  4680 BC
 OP1176  PID         -  OP1176
 OP1176  STATE/COUNTY-  MN/MARTIN
 OP1176  USGS QUAD   -  FAIRMONT (1992)
 OP1176
 OP1176                         *CURRENT SURVEY CONTROL
 OP1176  ___________________________________________________________________
 OP1176* NAD 83(1996)-  43 40 39.03905(N)    094 26 01.34334(W)     ADJUSTED  
 OP1176* NAVD 88     -       347.339  (meters)    1139.56   (feet)  ADJUSTED  
 OP1176  ___________________________________________________________________
 OP1176  X           -    -357,192.343 (meters)                     COMP
 OP1176  Y           -  -4,606,698.136 (meters)                     COMP
 OP1176  Z           -   4,382,467.249 (meters)                     COMP
 OP1176  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 OP1176  ELLIP HEIGHT-         319.37  (meters)          (02/05/03) GPS OBS
 OP1176  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 OP1176  DYNAMIC HT  -         347.266 (meters)    1139.32  (feet)  COMP
 OP1176  MODELED GRAV-     980,401.0   (mgal)                       NAVD 88
 OP1176
 OP1176  HORZ ORDER  -  FIRST
 OP1176  VERT ORDER  -  SECOND    CLASS I
 OP1176  ELLP ORDER  -  THIRD     CLASS II
 OP1176
 OP1176.The horizontal coordinates were established by GPS observations
 OP1176.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP1176
 OP1176.The orthometric height was determined by differential leveling
 OP1176.and adjusted by the National Geodetic Survey in June 1991..
 OP1176
 OP1176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1176
 OP1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1176
 OP1176.The ellipsoidal height was determined by GPS observations
 OP1176.and is referenced to NAD 83.
 OP1176
 OP1176.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1176;SPC MN S     -   175,373.697   765,025.495   MT  1.00002461   -0 18 14.4
 OP1176;UTM  15      - 4,837,054.351   384,432.511   MT  0.99976428   -0 59 24.8
 OP1176
 OP1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1176!SPC MN S     -   0.99994992  x   1.00002461  =   0.99997453
 OP1176!UTM  15      -   0.99994992  x   0.99976428  =   0.99971421
 OP1176
 OP1176                          SUPERSEDED SURVEY CONTROL
 OP1176
 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: 15TUJ8443337054(NAD 83)
 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 = OCTOBER  6, 2006
 OP1177 ***********************************************************************
 OP1177  DESIGNATION -  4680 BD
 OP1177  PID         -  OP1177
 OP1177  STATE/COUNTY-  MN/MARTIN
 OP1177  USGS QUAD   -  FAIRMONT (1992)
 OP1177
 OP1177                         *CURRENT SURVEY CONTROL
 OP1177  ___________________________________________________________________
 OP1177* NAD 83(1986)-  43 40 22.     (N)    094 25 26.     (W)     SCALED    
 OP1177* NAVD 88     -       351.009  (meters)    1151.60   (feet)  ADJUSTED  
 OP1177  ___________________________________________________________________
 OP1177  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 OP1177  DYNAMIC HT  -         350.936 (meters)    1151.36  (feet)  COMP
 OP1177  MODELED GRAV-     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
 OP1177.and adjusted by the National Geodetic Survey in June 1991..
 OP1177
 OP1177.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1178 ***********************************************************************
 OP1178  DESIGNATION -  4680 BE
 OP1178  PID         -  OP1178
 OP1178  STATE/COUNTY-  MN/MARTIN
 OP1178  USGS QUAD   -  FAIRMONT (1992)
 OP1178
 OP1178                         *CURRENT SURVEY CONTROL
 OP1178  ___________________________________________________________________
 OP1178* NAD 83(1986)-  43 40 18.     (N)    094 25 05.     (W)     SCALED    
 OP1178* NAVD 88     -       357.627  (meters)    1173.31   (feet)  ADJUSTED  
 OP1178  ___________________________________________________________________
 OP1178  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 OP1178  DYNAMIC HT  -         357.552 (meters)    1173.07  (feet)  COMP
 OP1178  MODELED GRAV-     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
 OP1178.and adjusted by the National Geodetic Survey in June 1991..
 OP1178
 OP1178.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1179 ***********************************************************************
 OP1179  DESIGNATION -  4680 BF
 OP1179  PID         -  OP1179
 OP1179  STATE/COUNTY-  MN/MARTIN
 OP1179  USGS QUAD   -  FAIRMONT (1992)
 OP1179
 OP1179                         *CURRENT SURVEY CONTROL
 OP1179  ___________________________________________________________________
 OP1179* NAD 83(1986)-  43 40 14.     (N)    094 24 28.     (W)     SCALED    
 OP1179* NAVD 88     -       355.108  (meters)    1165.05   (feet)  ADJUSTED  
 OP1179  ___________________________________________________________________
 OP1179  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 OP1179  DYNAMIC HT  -         355.034 (meters)    1164.81  (feet)  COMP
 OP1179  MODELED GRAV-     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
 OP1179.and adjusted by the National Geodetic Survey in June 1991..
 OP1179
 OP1179.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1182 ***********************************************************************
 OP1182  DESIGNATION -  4680 BG
 OP1182  PID         -  OP1182
 OP1182  STATE/COUNTY-  MN/MARTIN
 OP1182  USGS QUAD   -  FAIRMONT (1992)
 OP1182
 OP1182                         *CURRENT SURVEY CONTROL
 OP1182  ___________________________________________________________________
 OP1182* NAD 83(1996)-  43 40 13.11481(N)    094 23 33.98921(W)     ADJUSTED  
 OP1182* NAVD 88     -       346.438  (meters)    1136.61   (feet)  ADJUSTED  
 OP1182  ___________________________________________________________________
 OP1182  X           -    -353,943.527 (meters)                     COMP
 OP1182  Y           -  -4,607,502.363 (meters)                     COMP
 OP1182  Z           -   4,381,887.872 (meters)                     COMP
 OP1182  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 OP1182  ELLIP HEIGHT-         318.42  (meters)          (02/05/03) GPS OBS
 OP1182  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 OP1182  DYNAMIC HT  -         346.366 (meters)    1136.37  (feet)  COMP
 OP1182  MODELED GRAV-     980,400.6   (mgal)                       NAVD 88
 OP1182
 OP1182  HORZ ORDER  -  FIRST
 OP1182  VERT ORDER  -  FIRST     CLASS II
 OP1182  ELLP ORDER  -  THIRD     CLASS II
 OP1182
 OP1182.The horizontal coordinates were established by GPS observations
 OP1182.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP1182
 OP1182.The orthometric height was determined by differential leveling
 OP1182.and adjusted by the National Geodetic Survey in June 1991..
 OP1182
 OP1182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1182
 OP1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1182
 OP1182.The ellipsoidal height was determined by GPS observations
 OP1182.and is referenced to NAD 83.
 OP1182
 OP1182.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1182;SPC MN S     -   174,556.906   768,322.396   MT  1.00002640   -0 16 31.1
 OP1182;UTM  15      - 4,836,198.352   387,718.517   MT  0.99975507   -0 57 42.6
 OP1182
 OP1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1182!SPC MN S     -   0.99995007  x   1.00002640  =   0.99997647
 OP1182!UTM  15      -   0.99995007  x   0.99975507  =   0.99970515
 OP1182
 OP1182                          SUPERSEDED SURVEY CONTROL
 OP1182
 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: 15TUJ8771936198(NAD 83)
 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 - December 06, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1183 ***********************************************************************
 OP1183  DESIGNATION -  4680 BH
 OP1183  PID         -  OP1183
 OP1183  STATE/COUNTY-  MN/MARTIN
 OP1183  USGS QUAD   -  GRANADA (1967)
 OP1183
 OP1183                         *CURRENT SURVEY CONTROL
 OP1183  ___________________________________________________________________
 OP1183* NAD 83(1996)-  43 40 11.72770(N)    094 22 05.15656(W)     ADJUSTED  
 OP1183* NAVD 88     -       343.271  (meters)    1126.21   (feet)  ADJUSTED  
 OP1183  ___________________________________________________________________
 OP1183  X           -    -351,961.243 (meters)                     COMP
 OP1183  Y           -  -4,607,681.537 (meters)                     COMP
 OP1183  Z           -   4,381,854.695 (meters)                     COMP
 OP1183  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 OP1183  ELLIP HEIGHT-         315.22  (meters)          (02/05/03) GPS OBS
 OP1183  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 OP1183  DYNAMIC HT  -         343.200 (meters)    1125.98  (feet)  COMP
 OP1183  MODELED GRAV-     980,400.9   (mgal)                       NAVD 88
 OP1183
 OP1183  HORZ ORDER  -  FIRST
 OP1183  VERT ORDER  -  FIRST     CLASS II
 OP1183  ELLP ORDER  -  THIRD     CLASS II
 OP1183
 OP1183.The horizontal coordinates were established by GPS observations
 OP1183.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP1183
 OP1183.The orthometric height was determined by differential leveling
 OP1183.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP1183
 OP1183.The ellipsoidal height was determined by GPS observations
 OP1183.and is referenced to NAD 83.
 OP1183
 OP1183.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1183;SPC MN S     -   174,504.833   770,312.307   MT  1.00002650   -0 15 28.8
 OP1183;UTM  15      - 4,836,122.457   389,707.116   MT  0.99974962   -0 56 41.2
 OP1183
 OP1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1183!SPC MN S     -   0.99995057  x   1.00002650  =   0.99997707
 OP1183!UTM  15      -   0.99995057  x   0.99974962  =   0.99970020
 OP1183
 OP1183                          SUPERSEDED SURVEY CONTROL
 OP1183
 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_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 = OCTOBER  6, 2006
 OP1186 ***********************************************************************
 OP1186  DESIGNATION -  4680 BJ
 OP1186  PID         -  OP1186
 OP1186  STATE/COUNTY-  MN/MARTIN
 OP1186  USGS QUAD   -  GRANADA (1967)
 OP1186
 OP1186                         *CURRENT SURVEY CONTROL
 OP1186  ___________________________________________________________________
 OP1186* NAD 83(1986)-  43 40 12.     (N)    094 20 51.     (W)     SCALED    
 OP1186* NAVD 88     -       348.817  (meters)    1144.41   (feet)  ADJUSTED  
 OP1186  ___________________________________________________________________
 OP1186  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 OP1186  DYNAMIC HT  -         348.744 (meters)    1144.17  (feet)  COMP
 OP1186  MODELED GRAV-     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
 OP1186.and adjusted by the National Geodetic Survey in June 1991..
 OP1186.WARNING-Repeat measurements at this control monument indicate possible
 OP1186.vertical movement.
 OP1186
 OP1186.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1185 ***********************************************************************
 OP1185  DESIGNATION -  4680 BK
 OP1185  PID         -  OP1185
 OP1185  STATE/COUNTY-  MN/MARTIN
 OP1185  USGS QUAD   -  GRANADA (1967)
 OP1185
 OP1185                         *CURRENT SURVEY CONTROL
 OP1185  ___________________________________________________________________
 OP1185* NAD 83(1996)-  43 40 00.51545(N)    094 20 03.57034(W)     ADJUSTED  
 OP1185* NAVD 88     -       342.621  (meters)    1124.08   (feet)  ADJUSTED  
 OP1185  ___________________________________________________________________
 OP1185  X           -    -349,263.129 (meters)                     COMP
 OP1185  Y           -  -4,608,125.972 (meters)                     COMP
 OP1185  Z           -   4,381,603.898 (meters)                     COMP
 OP1185  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 OP1185  ELLIP HEIGHT-         314.53  (meters)          (02/05/03) GPS OBS
 OP1185  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 OP1185  DYNAMIC HT  -         342.549 (meters)    1123.85  (feet)  COMP
 OP1185  MODELED GRAV-     980,401.1   (mgal)                       NAVD 88
 OP1185
 OP1185  HORZ ORDER  -  FIRST
 OP1185  VERT ORDER  -  FIRST     CLASS II
 OP1185  ELLP ORDER  -  THIRD     CLASS II
 OP1185
 OP1185.The horizontal coordinates were established by GPS observations
 OP1185.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP1185
 OP1185.The orthometric height was determined by differential leveling
 OP1185.and adjusted by the National Geodetic Survey in June 1991..
 OP1185
 OP1185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1185
 OP1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1185
 OP1185.The ellipsoidal height was determined by GPS observations
 OP1185.and is referenced to NAD 83.
 OP1185
 OP1185.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1185;SPC MN S     -   174,147.083   773,034.791   MT  1.00002728   -0 14 03.6
 OP1185;UTM  15      - 4,835,732.204   392,424.352   MT  0.99974234   -0 55 17.0
 OP1185
 OP1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1185!SPC MN S     -   0.99995068  x   1.00002728  =   0.99997796
 OP1185!UTM  15      -   0.99995068  x   0.99974234  =   0.99969303
 OP1185
 OP1185                          SUPERSEDED SURVEY CONTROL
 OP1185
 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_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 = OCTOBER  6, 2006
 OP1191 ***********************************************************************
 OP1191  DESIGNATION -  4680 BL
 OP1191  PID         -  OP1191
 OP1191  STATE/COUNTY-  MN/MARTIN
 OP1191  USGS QUAD   -  GRANADA (1967)
 OP1191
 OP1191                         *CURRENT SURVEY CONTROL
 OP1191  ___________________________________________________________________
 OP1191* NAD 83(1996)-  43 39 57.82927(N)    094 18 02.75424(W)     ADJUSTED  
 OP1191* NAVD 88     -       341.341  (meters)    1119.88   (feet)  ADJUSTED  
 OP1191  ___________________________________________________________________
 OP1191  X           -    -346,568.159 (meters)                     COMP
 OP1191  Y           -  -4,608,385.887 (meters)                     COMP
 OP1191  Z           -   4,381,543.014 (meters)                     COMP
 OP1191  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 OP1191  ELLIP HEIGHT-         313.21  (meters)          (02/05/03) GPS OBS
 OP1191  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 OP1191  DYNAMIC HT  -         341.270 (meters)    1119.65  (feet)  COMP
 OP1191  MODELED GRAV-     980,402.2   (mgal)                       NAVD 88
 OP1191
 OP1191  HORZ ORDER  -  FIRST
 OP1191  VERT ORDER  -  FIRST     CLASS II
 OP1191  ELLP ORDER  -  THIRD     CLASS II
 OP1191
 OP1191.The horizontal coordinates were established by GPS observations
 OP1191.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP1191
 OP1191.The orthometric height was determined by differential leveling
 OP1191.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP1191
 OP1191.The ellipsoidal height was determined by GPS observations
 OP1191.and is referenced to NAD 83.
 OP1191
 OP1191.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1191;SPC MN S     -   174,053.663   775,741.279   MT  1.00002747   -0 12 38.9
 OP1191;UTM  15      - 4,835,606.366   395,128.744   MT  0.99973528   -0 53 53.5
 OP1191
 OP1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1191!SPC MN S     -   0.99995089  x   1.00002747  =   0.99997836
 OP1191!UTM  15      -   0.99995089  x   0.99973528  =   0.99968618
 OP1191
 OP1191:                Primary Azimuth Mark                     Grid Az
 OP1191:SPC MN S     -  SOUTH AZ MK                              002 12 05.6
 OP1191:UTM  15      -  SOUTH AZ MK                              002 53 20.2
 OP1191
 OP1191|---------------------------------------------------------------------|
 OP1191| PID    Reference Object                     Distance      Geod. Az  |
 OP1191|                                                           dddmmss.s |
 OP1191| OP1195 SOUTH AZ MK                         483.293 METERS 0015926.7 |
 OP1191|---------------------------------------------------------------------|
 OP1191
 OP1191                          SUPERSEDED SURVEY CONTROL
 OP1191
 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: 15TUJ9512935606(NAD 83)
 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 = OCTOBER  6, 2006
 OP1192 ***********************************************************************
 OP1192  DESIGNATION -  4680 BM
 OP1192  PID         -  OP1192
 OP1192  STATE/COUNTY-  MN/MARTIN
 OP1192  USGS QUAD   -  GRANADA (1967)
 OP1192
 OP1192                         *CURRENT SURVEY CONTROL
 OP1192  ___________________________________________________________________
 OP1192* NAD 83(1986)-  43 39 58.     (N)    094 17 16.     (W)     SCALED    
 OP1192* NAVD 88     -       346.068  (meters)    1135.39   (feet)  ADJUSTED  
 OP1192  ___________________________________________________________________
 OP1192  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 OP1192  DYNAMIC HT  -         345.997 (meters)    1135.16  (feet)  COMP
 OP1192  MODELED GRAV-     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
 OP1192.and adjusted by the National Geodetic Survey in June 1991..
 OP1192
 OP1192.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1196 ***********************************************************************
 OP1196  DESIGNATION -  4680 BM 1
 OP1196  PID         -  OP1196
 OP1196  STATE/COUNTY-  MN/MARTIN
 OP1196  USGS QUAD   -  GRANADA (1967)
 OP1196
 OP1196                         *CURRENT SURVEY CONTROL
 OP1196  ___________________________________________________________________
 OP1196* NAD 83(1986)-  43 39 50.     (N)    094 17 16.     (W)     SCALED    
 OP1196* NAVD 88     -       338.844  (meters)    1111.69   (feet)  ADJUSTED  
 OP1196  ___________________________________________________________________
 OP1196  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 OP1196  DYNAMIC HT  -         338.774 (meters)    1111.46  (feet)  COMP
 OP1196  MODELED GRAV-     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
 OP1196.and adjusted by the National Geodetic Survey in June 1991..
 OP1196
 OP1196.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1197 ***********************************************************************
 OP1197  DESIGNATION -  4680 BN
 OP1197  PID         -  OP1197
 OP1197  STATE/COUNTY-  MN/MARTIN
 OP1197  USGS QUAD   -  GRANADA (1967)
 OP1197
 OP1197                         *CURRENT SURVEY CONTROL
 OP1197  ___________________________________________________________________
 OP1197* NAD 83(1986)-  43 39 58.     (N)    094 16 38.     (W)     SCALED    
 OP1197* NAVD 88     -       337.802  (meters)    1108.27   (feet)  ADJUSTED  
 OP1197  ___________________________________________________________________
 OP1197  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 OP1197  DYNAMIC HT  -         337.733 (meters)    1108.05  (feet)  COMP
 OP1197  MODELED GRAV-     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
 OP1197.and adjusted by the National Geodetic Survey in June 1991..
 OP1197
 OP1197.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1198 ***********************************************************************
 OP1198  DESIGNATION -  4680 BP
 OP1198  PID         -  OP1198
 OP1198  STATE/COUNTY-  MN/MARTIN
 OP1198  USGS QUAD   -  GRANADA (1967)
 OP1198
 OP1198                         *CURRENT SURVEY CONTROL
 OP1198  ___________________________________________________________________
 OP1198* NAD 83(1996)-  43 39 58.22106(N)    094 15 43.96433(W)     ADJUSTED  
 OP1198* NAVD 88     -       336.570  (meters)    1104.23   (feet)  ADJUSTED  
 OP1198  ___________________________________________________________________
 OP1198  X           -    -343,466.348 (meters)                     COMP
 OP1198  Y           -  -4,608,606.273 (meters)                     COMP
 OP1198  Z           -   4,381,548.468 (meters)                     COMP
 OP1198  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 OP1198  ELLIP HEIGHT-         308.44  (meters)          (02/05/03) GPS OBS
 OP1198  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 OP1198  DYNAMIC HT  -         336.500 (meters)    1104.00  (feet)  COMP
 OP1198  MODELED GRAV-     980,403.7   (mgal)                       NAVD 88
 OP1198
 OP1198  HORZ ORDER  -  FIRST
 OP1198  VERT ORDER  -  SECOND    CLASS I
 OP1198  ELLP ORDER  -  THIRD     CLASS II
 OP1198
 OP1198.The horizontal coordinates were established by GPS observations
 OP1198.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP1198
 OP1198.The orthometric height was determined by differential leveling
 OP1198.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP1198
 OP1198.The ellipsoidal height was determined by GPS observations
 OP1198.and is referenced to NAD 83.
 OP1198
 OP1198.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1198;SPC MN S     -   174,055.047   778,850.845   MT  1.00002744   -0 11 01.7
 OP1198;UTM  15      - 4,835,570.444   398,237.182   MT  0.99972737   -0 52 17.7
 OP1198
 OP1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1198!SPC MN S     -   0.99995164  x   1.00002744  =   0.99997907
 OP1198!UTM  15      -   0.99995164  x   0.99972737  =   0.99967902
 OP1198
 OP1198:                Primary Azimuth Mark                     Grid Az
 OP1198:SPC MN S     -  4680 HH                                  088 39 02.5
 OP1198:UTM  15      -  4680 HH                                  089 20 18.5
 OP1198
 OP1198|---------------------------------------------------------------------|
 OP1198| PID    Reference Object                     Distance      Geod. Az  |
 OP1198|                                                           dddmmss.s |
 OP1198| OP1199 4680 HH                             APPROX. 1.1 KM 0882800.8 |
 OP1198|---------------------------------------------------------------------|
 OP1198
 OP1198                          SUPERSEDED SURVEY CONTROL
 OP1198
 OP1198.No superseded survey control is available for this station.
 OP1198
 OP1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9823735570(NAD 83)
 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 = OCTOBER  6, 2006
 OP0304 ***********************************************************************
 OP0304  DESIGNATION -  4680 C
 OP0304  PID         -  OP0304
 OP0304  STATE/COUNTY-  MN/MARTIN
 OP0304  USGS QUAD   -  ALPHA (1970)
 OP0304
 OP0304                         *CURRENT SURVEY CONTROL
 OP0304  ___________________________________________________________________
 OP0304* NAD 83(1986)-  43 39 12.     (N)    094 48 14.     (W)     SCALED    
 OP0304* NAVD 88     -       400.867  (meters)    1315.18   (feet)  ADJUSTED  
 OP0304  ___________________________________________________________________
 OP0304  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 OP0304  DYNAMIC HT  -         400.772 (meters)    1314.87  (feet)  COMP
 OP0304  MODELED GRAV-     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
 OP0304.and adjusted by the National Geodetic Survey in June 1991..
 OP0304
 OP0304.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1190 ***********************************************************************
 OP1190  DESIGNATION -  4680 EE
 OP1190  PID         -  OP1190
 OP1190  STATE/COUNTY-  MN/MARTIN
 OP1190  USGS QUAD   -  GRANADA (1967)
 OP1190
 OP1190                         *CURRENT SURVEY CONTROL
 OP1190  ___________________________________________________________________
 OP1190* NAD 83(1986)-  43 40 02.     (N)    094 19 04.     (W)     SCALED    
 OP1190* NAVD 88     -       343.335  (meters)    1126.42   (feet)  ADJUSTED  
 OP1190  ___________________________________________________________________
 OP1190  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 OP1190  DYNAMIC HT  -         343.263 (meters)    1126.19  (feet)  COMP
 OP1190  MODELED GRAV-     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
 OP1190.and adjusted by the National Geodetic Survey in June 1991..
 OP1190
 OP1190.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0317 ***********************************************************************
 OP0317  DESIGNATION -  4680 G RESET
 OP0317  PID         -  OP0317
 OP0317  STATE/COUNTY-  MN/MARTIN
 OP0317  USGS QUAD   -  SHERBURN (1970)
 OP0317
 OP0317                         *CURRENT SURVEY CONTROL
 OP0317  ___________________________________________________________________
 OP0317* NAD 83(1986)-  43 40 00.     (N)    094 42 13.     (W)     SCALED    
 OP0317* NAVD 88     -       395.336  (meters)    1297.03   (feet)  ADJUSTED  
 OP0317  ___________________________________________________________________
 OP0317  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 OP0317  DYNAMIC HT  -         395.245 (meters)    1296.73  (feet)  COMP
 OP0317  MODELED GRAV-     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
 OP0317.and adjusted by the National Geodetic Survey in June 1991..
 OP0317
 OP0317.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0318 ***********************************************************************
 OP0318  DESIGNATION -  4680 H
 OP0318  PID         -  OP0318
 OP0318  STATE/COUNTY-  MN/MARTIN
 OP0318  USGS QUAD   -  SHERBURN (1970)
 OP0318
 OP0318                         *CURRENT SURVEY CONTROL
 OP0318  ___________________________________________________________________
 OP0318* NAD 83(1996)-  43 39 58.91245(N)    094 41 08.22820(W)     ADJUSTED  
 OP0318* NAVD 88     -       383.979  (meters)    1259.77   (feet)  ADJUSTED  
 OP0318  ___________________________________________________________________
 OP0318  X           -    -377,515.134 (meters)                     COMP
 OP0318  Y           -  -4,605,961.974 (meters)                     COMP
 OP0318  Z           -   4,381,596.811 (meters)                     COMP
 OP0318  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 OP0318  ELLIP HEIGHT-         356.10  (meters)          (02/05/03) GPS OBS
 OP0318  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 OP0318  DYNAMIC HT  -         383.891 (meters)    1259.48  (feet)  COMP
 OP0318  MODELED GRAV-     980,380.4   (mgal)                       NAVD 88
 OP0318
 OP0318  HORZ ORDER  -  FIRST
 OP0318  VERT ORDER  -  SECOND    CLASS I
 OP0318  ELLP ORDER  -  THIRD     CLASS II
 OP0318
 OP0318.The horizontal coordinates were established by GPS observations
 OP0318.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0318
 OP0318.The orthometric height was determined by differential leveling
 OP0318.and adjusted by the National Geodetic Survey in June 1991..
 OP0318
 OP0318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0318
 OP0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0318
 OP0318.The ellipsoidal height was determined by GPS observations
 OP0318.and is referenced to NAD 83.
 OP0318
 OP0318.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0318;SPC MN S     -   174,274.377   744,701.035   MT  1.00002740   -0 28 50.0
 OP0318;UTM  15      - 4,836,198.237   364,101.063   MT  0.99982717   -1 09 50.5
 OP0318
 OP0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0318!SPC MN S     -   0.99994416  x   1.00002740  =   0.99997156
 OP0318!UTM  15      -   0.99994416  x   0.99982717  =   0.99977134
 OP0318
 OP0318:                Primary Azimuth Mark                     Grid Az
 OP0318:SPC MN S     -  4680 AN                                  085 35 01.2
 OP0318:UTM  15      -  4680 AN                                  086 16 01.7
 OP0318
 OP0318|---------------------------------------------------------------------|
 OP0318| PID    Reference Object                     Distance      Geod. Az  |
 OP0318|                                                           dddmmss.s |
 OP0318| OP0319 4680 AN                             APPROX. 1.3 KM 0850611.2 |
 OP0318|---------------------------------------------------------------------|
 OP0318
 OP0318                          SUPERSEDED SURVEY CONTROL
 OP0318
 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_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 = OCTOBER  6, 2006
 OP1199 ***********************************************************************
 OP1199  DESIGNATION -  4680 HH
 OP1199  PID         -  OP1199
 OP1199  STATE/COUNTY-  MN/MARTIN
 OP1199  USGS QUAD   -  HUNTLEY (1967)
 OP1199
 OP1199                         *CURRENT SURVEY CONTROL
 OP1199  ___________________________________________________________________
 OP1199* NAD 83(1996)-  43 39 59.20917(N)    094 14 52.94376(W)     ADJUSTED  
 OP1199* NAVD 88     -       337.529  (meters)    1107.38   (feet)  ADJUSTED  
 OP1199  ___________________________________________________________________
 OP1199  X           -    -342,324.865 (meters)                     COMP
 OP1199  Y           -  -4,608,670.740 (meters)                     COMP
 OP1199  Z           -   4,381,571.150 (meters)                     COMP
 OP1199  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 OP1199  ELLIP HEIGHT-         309.34  (meters)          (02/05/03) GPS OBS
 OP1199  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 OP1199  DYNAMIC HT  -         337.459 (meters)    1107.15  (feet)  COMP
 OP1199  MODELED GRAV-     980,404.3   (mgal)                       NAVD 88
 OP1199
 OP1199  HORZ ORDER  -  FIRST
 OP1199  VERT ORDER  -  FIRST     CLASS II
 OP1199  ELLP ORDER  -  THIRD     CLASS II
 OP1199
 OP1199.The horizontal coordinates were established by GPS observations
 OP1199.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP1199
 OP1199.The orthometric height was determined by differential leveling
 OP1199.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP1199
 OP1199.The ellipsoidal height was determined by GPS observations
 OP1199.and is referenced to NAD 83.
 OP1199
 OP1199.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1199;SPC MN S     -   174,081.976   779,994.030   MT  1.00002737   -0 10 25.9
 OP1199;UTM  15      - 4,835,583.643   399,380.263   MT  0.99972453   -0 51 42.5
 OP1199
 OP1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1199!SPC MN S     -   0.99995149  x   1.00002737  =   0.99997886
 OP1199!UTM  15      -   0.99995149  x   0.99972453  =   0.99967604
 OP1199
 OP1199:                Primary Azimuth Mark                     Grid Az
 OP1199:SPC MN S     -  4680 BP                                  268 39 01.9
 OP1199:UTM  15      -  4680 BP                                  269 20 18.5
 OP1199
 OP1199|---------------------------------------------------------------------|
 OP1199| PID    Reference Object                     Distance      Geod. Az  |
 OP1199|                                                           dddmmss.s |
 OP1199| OP1198 4680 BP                             APPROX. 1.1 KM 2682836.0 |
 OP1199|---------------------------------------------------------------------|
 OP1199
 OP1199                          SUPERSEDED SURVEY CONTROL
 OP1199
 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: 15TUJ9938035584(NAD 83)
 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 = OCTOBER  6, 2006
 OP0331 ***********************************************************************
 OP0331  DESIGNATION -  4680 M
 OP0331  PID         -  OP0331
 OP0331  STATE/COUNTY-  MN/MARTIN
 OP0331  USGS QUAD   -  WELCOME (1970)
 OP0331
 OP0331                         *CURRENT SURVEY CONTROL
 OP0331  ___________________________________________________________________
 OP0331* NAD 83(1986)-  43 40 54.     (N)    094 36 07.     (W)     SCALED    
 OP0331* NAVD 88     -       370.144  (meters)    1214.38   (feet)  ADJUSTED  
 OP0331  ___________________________________________________________________
 OP0331  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 OP0331  DYNAMIC HT  -         370.064 (meters)    1214.12  (feet)  COMP
 OP0331  MODELED GRAV-     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
 OP0331.and adjusted by the National Geodetic Survey in June 1991..
 OP0331
 OP0331.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0332 ***********************************************************************
 OP0332  DESIGNATION -  4680 N RESET
 OP0332  PID         -  OP0332
 OP0332  STATE/COUNTY-  MN/MARTIN
 OP0332  USGS QUAD   -  WELCOME (1970)
 OP0332
 OP0332                         *CURRENT SURVEY CONTROL
 OP0332  ___________________________________________________________________
 OP0332* NAD 83(1986)-  43 40 54.     (N)    094 34 55.     (W)     SCALED    
 OP0332* NAVD 88     -       367.157  (meters)    1204.58   (feet)  ADJUSTED  
 OP0332  ___________________________________________________________________
 OP0332  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 OP0332  DYNAMIC HT  -         367.078 (meters)    1204.32  (feet)  COMP
 OP0332  MODELED GRAV-     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
 OP0332.and adjusted by the National Geodetic Survey in June 1991..
 OP0332
 OP0332.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0333 ***********************************************************************
 OP0333  DESIGNATION -  4680 P
 OP0333  PID         -  OP0333
 OP0333  STATE/COUNTY-  MN/MARTIN
 OP0333  USGS QUAD   -  WELCOME (1970)
 OP0333
 OP0333                         *CURRENT SURVEY CONTROL
 OP0333  ___________________________________________________________________
 OP0333* NAD 83(1996)-  43 40 52.19915(N)    094 33 43.45162(W)     ADJUSTED  
 OP0333* NAVD 88     -       365.845  (meters)    1200.28   (feet)  ADJUSTED  
 OP0333  ___________________________________________________________________
 OP0333  X           -    -367,490.877 (meters)                     COMP
 OP0333  Y           -  -4,605,620.110 (meters)                     COMP
 OP0333  Z           -   4,382,773.843 (meters)                     COMP
 OP0333  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 OP0333  ELLIP HEIGHT-         337.96  (meters)          (02/05/03) GPS OBS
 OP0333  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 OP0333  DYNAMIC HT  -         365.767 (meters)    1200.02  (feet)  COMP
 OP0333  MODELED GRAV-     980,396.6   (mgal)                       NAVD 88
 OP0333
 OP0333  HORZ ORDER  -  FIRST
 OP0333  VERT ORDER  -  SECOND    CLASS I
 OP0333  ELLP ORDER  -  THIRD     CLASS II
 OP0333
 OP0333.The horizontal coordinates were established by GPS observations
 OP0333.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0333
 OP0333.The orthometric height was determined by differential leveling
 OP0333.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP0333
 OP0333.The ellipsoidal height was determined by GPS observations
 OP0333.and is referenced to NAD 83.
 OP0333
 OP0333.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0333;SPC MN S     -   175,842.903   754,677.085   MT  1.00002370   -0 23 38.3
 OP0333;UTM  15      - 4,837,647.207   374,092.987   MT  0.99979499   -1 04 44.3
 OP0333
 OP0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0333!SPC MN S     -   0.99994701  x   1.00002370  =   0.99997071
 OP0333!UTM  15      -   0.99994701  x   0.99979499  =   0.99974201
 OP0333
 OP0333                          SUPERSEDED SURVEY CONTROL
 OP0333
 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: 15TUJ7409337647(NAD 83)
 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 = OCTOBER  6, 2006
 OP0335 ***********************************************************************
 OP0335  DESIGNATION -  4680 R
 OP0335  PID         -  OP0335
 OP0335  STATE/COUNTY-  MN/MARTIN
 OP0335  USGS QUAD   -  WELCOME (1970)
 OP0335
 OP0335                         *CURRENT SURVEY CONTROL
 OP0335  ___________________________________________________________________
 OP0335* NAD 83(1996)-  43 40 51.13112(N)    094 31 56.33198(W)     ADJUSTED  
 OP0335* NAVD 88     -       371.916  (meters)    1220.19   (feet)  ADJUSTED  
 OP0335  ___________________________________________________________________
 OP0335  X           -    -365,101.133 (meters)                     COMP
 OP0335  Y           -  -4,605,837.410 (meters)                     COMP
 OP0335  Z           -   4,382,754.195 (meters)                     COMP
 OP0335  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 OP0335  ELLIP HEIGHT-         344.03  (meters)          (02/05/03) GPS OBS
 OP0335  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 OP0335  DYNAMIC HT  -         371.839 (meters)    1219.94  (feet)  COMP
 OP0335  MODELED GRAV-     980,399.7   (mgal)                       NAVD 88
 OP0335
 OP0335  HORZ ORDER  -  FIRST
 OP0335  VERT ORDER  -  FIRST     CLASS II
 OP0335  ELLP ORDER  -  THIRD     CLASS II
 OP0335
 OP0335.The horizontal coordinates were established by GPS observations
 OP0335.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0335
 OP0335.The orthometric height was determined by differential leveling
 OP0335.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP0335
 OP0335.The ellipsoidal height was determined by GPS observations
 OP0335.and is referenced to NAD 83.
 OP0335
 OP0335.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0335;SPC MN S     -   175,793.879   757,076.188   MT  1.00002378   -0 22 23.2
 OP0335;UTM  15      - 4,837,569.517   376,490.775   MT  0.99978763   -1 03 30.3
 OP0335
 OP0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0335!SPC MN S     -   0.99994606  x   1.00002378  =   0.99996983
 OP0335!UTM  15      -   0.99994606  x   0.99978763  =   0.99973370
 OP0335
 OP0335                          SUPERSEDED SURVEY CONTROL
 OP0335
 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: 15TUJ7649137570(NAD 83)
 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 = OCTOBER  6, 2006
 OP0338 ***********************************************************************
 OP0338  DESIGNATION -  4680 T
 OP0338  PID         -  OP0338
 OP0338  STATE/COUNTY-  MN/MARTIN
 OP0338  USGS QUAD   -  WELCOME (1970)
 OP0338
 OP0338                         *CURRENT SURVEY CONTROL
 OP0338  ___________________________________________________________________
 OP0338* NAD 83(1996)-  43 40 51.14667(N)    094 30 08.78090(W)     ADJUSTED  
 OP0338* NAVD 88     -       354.377  (meters)    1162.65   (feet)  ADJUSTED  
 OP0338  ___________________________________________________________________
 OP0338  X           -    -362,698.474 (meters)                     COMP
 OP0338  Y           -  -4,606,014.158 (meters)                     COMP
 OP0338  Z           -   4,382,742.408 (meters)                     COMP
 OP0338  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 OP0338  ELLIP HEIGHT-         326.46  (meters)          (02/05/03) GPS OBS
 OP0338  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 OP0338  DYNAMIC HT  -         354.304 (meters)    1162.41  (feet)  COMP
 OP0338  MODELED GRAV-     980,402.5   (mgal)                       NAVD 88
 OP0338
 OP0338  HORZ ORDER  -  FIRST
 OP0338  VERT ORDER  -  FIRST     CLASS II
 OP0338  ELLP ORDER  -  THIRD     CLASS II
 OP0338
 OP0338.The horizontal coordinates were established by GPS observations
 OP0338.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0338
 OP0338.The orthometric height was determined by differential leveling
 OP0338.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP0338
 OP0338.The ellipsoidal height was determined by GPS observations
 OP0338.and is referenced to NAD 83.
 OP0338
 OP0338.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0338;SPC MN S     -   175,779.112   759,485.190   MT  1.00002377   -0 21 07.8
 OP0338;UTM  15      - 4,837,525.942   378,898.851   MT  0.99978039   -1 02 16.0
 OP0338
 OP0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0338!SPC MN S     -   0.99994881  x   1.00002377  =   0.99997258
 OP0338!UTM  15      -   0.99994881  x   0.99978039  =   0.99972921
 OP0338
 OP0338                          SUPERSEDED SURVEY CONTROL
 OP0338
 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: 15TUJ7889937526(NAD 83)
 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 = OCTOBER  6, 2006
 OP0104 ***********************************************************************
 OP0104  DESIGNATION -  4680 V
 OP0104  PID         -  OP0104
 OP0104  STATE/COUNTY-  MN/MARTIN
 OP0104  USGS QUAD   -  FAIRMONT (1992)
 OP0104
 OP0104                         *CURRENT SURVEY CONTROL
 OP0104  ___________________________________________________________________
 OP0104* NAD 83(1996)-  43 40 46.69864(N)    094 27 27.80554(W)     ADJUSTED  
 OP0104* NAVD 88     -       355.379  (meters)    1165.94   (feet)  ADJUSTED  
 OP0104  ___________________________________________________________________
 OP0104  X           -    -359,111.114 (meters)                     COMP
 OP0104  Y           -  -4,606,391.050 (meters)                     COMP
 OP0104  Z           -   4,382,643.799 (meters)                     COMP
 OP0104  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 OP0104  ELLIP HEIGHT-         327.44  (meters)          (02/05/03) GPS OBS
 OP0104  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 OP0104  DYNAMIC HT  -         355.305 (meters)    1165.70  (feet)  COMP
 OP0104  MODELED GRAV-     980,400.3   (mgal)                       NAVD 88
 OP0104
 OP0104  HORZ ORDER  -  FIRST
 OP0104  VERT ORDER  -  SECOND    CLASS I
 OP0104  ELLP ORDER  -  THIRD     CLASS II
 OP0104
 OP0104.The horizontal coordinates were established by GPS observations
 OP0104.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0104
 OP0104.The orthometric height was determined by differential leveling
 OP0104.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP0104
 OP0104.The ellipsoidal height was determined by GPS observations
 OP0104.and is referenced to NAD 83.
 OP0104
 OP0104.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0104;SPC MN S     -   175,620.656   763,090.063   MT  1.00002408   -0 19 15.0
 OP0104;UTM  15      - 4,837,324.399   382,500.672   MT  0.99976982   -1 00 24.7
 OP0104
 OP0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0104!SPC MN S     -   0.99994866  x   1.00002408  =   0.99997274
 OP0104!UTM  15      -   0.99994866  x   0.99976982  =   0.99971849
 OP0104
 OP0104                          SUPERSEDED SURVEY CONTROL
 OP0104
 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: 15TUJ8250137324(NAD 83)
 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 = OCTOBER  6, 2006
 DF5936 ***********************************************************************
 DF5936  DESIGNATION -  47
 DF5936  PID         -  DF5936
 DF5936  STATE/COUNTY-  MN/PINE
 DF5936  USGS QUAD   -  GIESE (1968)
 DF5936
 DF5936                         *CURRENT SURVEY CONTROL
 DF5936  ___________________________________________________________________
 DF5936* NAD 83(1996)-  46 09 03.05215(N)    093 02 58.50756(W)     ADJUSTED  
 DF5936* NAVD 88     -       343.7    (meters)    1128.     (feet)  GPS OBS   
 DF5936  ___________________________________________________________________
 DF5936  X           -    -235,488.599 (meters)                     COMP
 DF5936  Y           -  -4,420,194.030 (meters)                     COMP
 DF5936  Z           -   4,577,107.056 (meters)                     COMP
 DF5936  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DF5936  ELLIP HEIGHT-         316.10  (meters)          (05/27/03) GPS OBS
 DF5936  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DF5936
 DF5936  HORZ ORDER  -  FIRST
 DF5936  ELLP ORDER  -  THIRD     CLASS I
 DF5936
 DF5936.The horizontal coordinates were established by GPS observations
 DF5936.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5936
 DF5936.The orthometric height was determined by GPS observations and a
 DF5936.high-resolution geoid model.
 DF5936
 DF5936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5936
 DF5936.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5936
 DF5936.The ellipsoidal height was determined by GPS observations
 DF5936.and is referenced to NAD 83.
 DF5936
 DF5936.The geoid height was determined by GEOID03.
 DF5936
 DF5936;                    North         East     Units Scale Factor Converg.
 DF5936;SPC MN C     -   228,614.669   892,724.749   MT  0.99992716   +0 52 06.1
 DF5936;UTM  15      - 5,110,809.136   496,170.932   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  =   0.99987761
 DF5936!UTM  15      -   0.99995045  x   0.99960018  =   0.99955065
 DF5936
 DF5936                          SUPERSEDED SURVEY CONTROL
 DF5936
 DF5936.No superseded survey control is available for this station.
 DF5936
 DF5936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9617110809(NAD 83)
 DF5936_MARKER: DD = SURVEY DISK
 DF5936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5936_STAMPING: NO 47
 DF5936_MARK LOGO: MN-115
 DF5936_PROJECTION: FLUSH
 DF5936_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5936+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 DF5936
 DF5936  HISTORY     - Date     Condition        Report By
 DF5936  HISTORY     - 1999     MONUMENTED       MN-115
 DF5936  HISTORY     - 20021010 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0462 ***********************************************************************
 QO0462  DESIGNATION -  47 1
 QO0462  PID         -  QO0462
 QO0462  STATE/COUNTY-  MN/ANOKA
 QO0462  USGS QUAD   -  COON RAPIDS (1993)
 QO0462
 QO0462                         *CURRENT SURVEY CONTROL
 QO0462  ___________________________________________________________________
 QO0462* NAD 83(1986)-  45 07 58.     (N)    093 16 15.     (W)     SCALED    
 QO0462* NAVD 88     -       271.247  (meters)     889.92   (feet)  ADJUSTED  
 QO0462  ___________________________________________________________________
 QO0462  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 QO0462  DYNAMIC HT  -         271.242 (meters)     889.90  (feet)  COMP
 QO0462  MODELED GRAV-     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
 QO0462.and adjusted by the National Geodetic Survey in June 1991..
 QO0462
 QO0462.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 TD0138 ***********************************************************************
 TD0138  DESIGNATION -  47 RE
 TD0138  PID         -  TD0138
 TD0138  STATE/COUNTY-  MN/PENNINGTON
 TD0138  USGS QUAD   -  HAZEL (1976)
 TD0138
 TD0138                         *CURRENT SURVEY CONTROL
 TD0138  ___________________________________________________________________
 TD0138* NAD 83(1996)-  48 00 30.17650(N)    096 03 17.98761(W)     ADJUSTED  
 TD0138* NAVD 88     -       343.685  (meters)    1127.57   (feet)  ADJUSTED  
 TD0138  ___________________________________________________________________
 TD0138  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 TD0138  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 TD0138  DYNAMIC HT  -         343.750 (meters)    1127.79  (feet)  COMP
 TD0138  MODELED GRAV-     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.No horizontal observational check was made to the station.
 TD0138
 TD0138.The orthometric height was determined by differential leveling
 TD0138.and adjusted by the National Geodetic Survey in June 1991..
 TD0138
 TD0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD0138
 TD0138.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 TD0138;SPC MN N     -   271,906.038   579,592.179   MT  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  =   0.99985776
 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_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 = OCTOBER  6, 2006
 OQ0539 ***********************************************************************
 OQ0539  DESIGNATION -  47 SEM
 OQ0539  PID         -  OQ0539
 OQ0539  STATE/COUNTY-  MN/ROCK
 OQ0539  USGS QUAD   -  ASH CREEK (1967)
 OQ0539
 OQ0539                         *CURRENT SURVEY CONTROL
 OQ0539  ___________________________________________________________________
 OQ0539* NAD 83(1996)-  43 30 01.21351(N)    096 11 36.57587(W)     ADJUSTED  
 OQ0539* NAVD 88     -       419.435  (meters)    1376.10   (feet)  ADJUSTED  
 OQ0539  ___________________________________________________________________
 OQ0539  X           -    -499,962.184 (meters)                     COMP
 OQ0539  Y           -  -4,607,103.016 (meters)                     COMP
 OQ0539  Z           -   4,368,259.366 (meters)                     COMP
 OQ0539  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 OQ0539  ELLIP HEIGHT-         392.87  (meters)          (06/28/06) GPS OBS
 OQ0539  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 OQ0539  DYNAMIC HT  -         419.324 (meters)    1375.73  (feet)  COMP
 OQ0539  MODELED GRAV-     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 MN DEPT OF TRANSP in June 2006..
 OQ0539
 OQ0539.The orthometric height was determined by differential leveling
 OQ0539.and adjusted by the National Geodetic Survey in June 1991..
 OQ0539
 OQ0539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0539
 OQ0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0539
 OQ0539.The ellipsoidal height was determined by GPS observations
 OQ0539.and is referenced to NAD 83.
 OQ0539
 OQ0539.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OQ0539;SPC MN S     -   157,975.449   622,606.820   MT  1.00007331   -1 32 14.9
 OQ0539;UTM  14      - 4,820,205.569   726,893.770   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  =   1.00001170
 OQ0539!UTM  14      -   0.99993840  x   1.00023329  =   1.00017167
 OQ0539
 OQ0539                          SUPERSEDED SURVEY CONTROL
 OQ0539
 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: 14TQP2689420206(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1128 ***********************************************************************
 PQ1128  DESIGNATION -  47 T
 PQ1128  PID         -  PQ1128
 PQ1128  STATE/COUNTY-  MN/LYON
 PQ1128  USGS QUAD   -  COTTONWOOD (1962)
 PQ1128
 PQ1128                         *CURRENT SURVEY CONTROL
 PQ1128  ___________________________________________________________________
 PQ1128* NAD 83(1996)-  44 30 05.33503(N)    095 42 58.58775(W)     ADJUSTED  
 PQ1128* NAVD 88     -       341.18   (+/-2cm)    1119.4    (feet)  VERTCON   
 PQ1128  ___________________________________________________________________
 PQ1128  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 PQ1128  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 PQ1128
 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.The vertical order pertains to the NGVD 29 superseded value.
 PQ1128
 PQ1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1128
 PQ1128.The geoid height was determined by GEOID03.
 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;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  =   0.99987279
 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: 15TTK8406631163(NAD 83)
 PQ1128_MARKER: DB = BENCH MARK DISK
 PQ1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1128_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 PQ1427 ***********************************************************************
 PQ1427  DESIGNATION -  4701 AB
 PQ1427  PID         -  PQ1427
 PQ1427  STATE/COUNTY-  MN/MEEKER
 PQ1427  USGS QUAD   -  COSMOS (1967)
 PQ1427
 PQ1427                         *CURRENT SURVEY CONTROL
 PQ1427  ___________________________________________________________________
 PQ1427* NAD 83(1996)-  44 56 53.34444(N)    094 41 48.52261(W)     ADJUSTED  
 PQ1427* NAVD 88     -       340.057  (meters)    1115.67   (feet)  ADJUSTED  
 PQ1427  ___________________________________________________________________
 PQ1427  X           -    -370,265.747 (meters)                     COMP
 PQ1427  Y           -  -4,506,700.310 (meters)                     COMP
 PQ1427  Z           -   4,483,493.454 (meters)                     COMP
 PQ1427  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 PQ1427  ELLIP HEIGHT-         313.18  (meters)          (06/12/06) GPS OBS
 PQ1427  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 PQ1427  DYNAMIC HT  -         340.031 (meters)    1115.59  (feet)  COMP
 PQ1427  MODELED GRAV-     980,530.0   (mgal)                       NAVD 88
 PQ1427
 PQ1427  HORZ ORDER  -  FIRST
 PQ1427  VERT ORDER  -  SECOND    CLASS I
 PQ1427  ELLP ORDER  -  FOURTH    CLASS I
 PQ1427
 PQ1427.The horizontal coordinates were established by GPS observations
 PQ1427.and adjusted by the MN DEPT OF TRANSP in June 2006..
 PQ1427
 PQ1427.The orthometric height was determined by differential leveling
 PQ1427.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PQ1427
 PQ1427.The ellipsoidal height was determined by GPS observations
 PQ1427.and is referenced to NAD 83.
 PQ1427
 PQ1427.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1427;SPC MN S     -   316,699.380   745,012.347   MT  0.99995240   -0 29 18.3
 PQ1427;UTM  15      - 4,978,591.151   366,144.647   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  =   0.99990330
 PQ1427!UTM  15      -   0.99995090  x   0.99982032  =   0.99977123
 PQ1427
 PQ1427                          SUPERSEDED SURVEY CONTROL
 PQ1427
 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: 15TUK6614578591(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1447 ***********************************************************************
 PQ1447  DESIGNATION -  4703 A
 PQ1447  PID         -  PQ1447
 PQ1447  STATE/COUNTY-  MN/MEEKER
 PQ1447  USGS QUAD   -  THORPE (1982)
 PQ1447
 PQ1447                         *CURRENT SURVEY CONTROL
 PQ1447  ___________________________________________________________________
 PQ1447* NAD 83(1996)-  44 56 09.35408(N)    094 45 28.12781(W)     ADJUSTED  
 PQ1447* NAVD 88     -       342.133  (meters)    1122.48   (feet)  ADJUSTED  
 PQ1447  ___________________________________________________________________
 PQ1447  X           -    -375,143.404 (meters)                     COMP
 PQ1447  Y           -  -4,507,261.020 (meters)                     COMP
 PQ1447  Z           -   4,482,533.692 (meters)                     COMP
 PQ1447  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 PQ1447  ELLIP HEIGHT-         315.28  (meters)          (08/23/04) GPS OBS
 PQ1447  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 PQ1447  DYNAMIC HT  -         342.107 (meters)    1122.40  (feet)  COMP
 PQ1447  MODELED GRAV-     980,529.5   (mgal)                       NAVD 88
 PQ1447
 PQ1447  HORZ ORDER  -  FIRST
 PQ1447  VERT ORDER  -  SECOND    CLASS I
 PQ1447  ELLP ORDER  -  THIRD     CLASS II
 PQ1447
 PQ1447.The horizontal coordinates were established by GPS observations
 PQ1447.and adjusted by the MN DEPT OF TRANSP in August 2004..
 PQ1447
 PQ1447.The orthometric height was determined by differential leveling
 PQ1447.and adjusted by the National Geodetic Survey in June 1995..
 PQ1447
 PQ1447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1447
 PQ1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1447
 PQ1447.The ellipsoidal height was determined by GPS observations
 PQ1447.and is referenced to NAD 83.
 PQ1447
 PQ1447.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1447;SPC MN S     -   315,384.369   740,186.072   MT  0.99995076   -0 31 52.2
 PQ1447;UTM  15      - 4,977,336.248   361,303.032   MT  0.99983655   -1 14 30.4
 PQ1447
 PQ1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1447!SPC MN S     -   0.99995057  x   0.99995076  =   0.99990133
 PQ1447!UTM  15      -   0.99995057  x   0.99983655  =   0.99978713
 PQ1447
 PQ1447                          SUPERSEDED SURVEY CONTROL
 PQ1447
 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_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: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1447+STABILITY: SURFACE MOTION
 PQ1447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1447+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1423 ***********************************************************************
 PQ1423  DESIGNATION -  4703 AB
 PQ1423  PID         -  PQ1423
 PQ1423  STATE/COUNTY-  MN/MEEKER
 PQ1423  USGS QUAD   -  COSMOS (1967)
 PQ1423
 PQ1423                         *CURRENT SURVEY CONTROL
 PQ1423  ___________________________________________________________________
 PQ1423* NAD 83(1986)-  44 56 11.     (N)    094 44 16.     (W)     SCALED    
 PQ1423* NAVD 88     -       341.495  (meters)    1120.39   (feet)  ADJUSTED  
 PQ1423  ___________________________________________________________________
 PQ1423  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 PQ1423  DYNAMIC HT  -         341.468 (meters)    1120.30  (feet)  COMP
 PQ1423  MODELED GRAV-     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
 PQ1423.and adjusted by the National Geodetic Survey in June 1995..
 PQ1423
 PQ1423.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1422 ***********************************************************************
 PQ1422  DESIGNATION -  4703 AC
 PQ1422  PID         -  PQ1422
 PQ1422  STATE/COUNTY-  MN/MEEKER
 PQ1422  USGS QUAD   -  COSMOS (1967)
 PQ1422
 PQ1422                         *CURRENT SURVEY CONTROL
 PQ1422  ___________________________________________________________________
 PQ1422* NAD 83(1986)-  44 56 13.     (N)    094 43 21.     (W)     SCALED    
 PQ1422* NAVD 88     -       340.438  (meters)    1116.92   (feet)  ADJUSTED  
 PQ1422  ___________________________________________________________________
 PQ1422  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 PQ1422  DYNAMIC HT  -         340.411 (meters)    1116.83  (feet)  COMP
 PQ1422  MODELED GRAV-     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
 PQ1422.and adjusted by the National Geodetic Survey in June 1995..
 PQ1422
 PQ1422.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1428 ***********************************************************************
 PQ1428  DESIGNATION -  4703 AD
 PQ1428  PID         -  PQ1428
 PQ1428  STATE/COUNTY-  MN/MEEKER
 PQ1428  USGS QUAD   -  COSMOS (1967)
 PQ1428
 PQ1428                         *CURRENT SURVEY CONTROL
 PQ1428  ___________________________________________________________________
 PQ1428* NAD 83(1986)-  44 56 10.     (N)    094 41 42.     (W)     SCALED    
 PQ1428* NAVD 88     -       339.830  (meters)    1114.93   (feet)  ADJUSTED  
 PQ1428  ___________________________________________________________________
 PQ1428  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 PQ1428  DYNAMIC HT  -         339.803 (meters)    1114.84  (feet)  COMP
 PQ1428  MODELED GRAV-     980,528.1   (mgal)                       NAVD 88
 PQ1428
 PQ1428  VERT ORDER  -  SECOND    CLASS I
 PQ1428
 PQ1428.The horizontal coordinates were scaled from a topographic map and have
 PQ1428.an estimated accuracy of +/- 6 seconds.
 PQ1428
 PQ1428.The orthometric height was determined by differential leveling
 PQ1428.and adjusted by the National Geodetic Survey in June 1995..
 PQ1428
 PQ1428.The geoid height was determined by GEOID03.
 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     -   315,360.      745,140.      MT  (+/- 180 meters Scaled)
 PQ1428
 PQ1428                          SUPERSEDED SURVEY CONTROL
 PQ1428
 PQ1428.No superseded survey control is available for this station.
 PQ1428
 PQ1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK662772(NAD 83)
 PQ1428_MARKER: DV = VERTICAL CONTROL DISK
 PQ1428_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1428_SP_SET: CONCRETE FOOTING
 PQ1428_STAMPING: 4703 AD 1978
 PQ1428_MARK LOGO: MNDT  
 PQ1428_MAGNETIC: O = OTHER; SEE DESCRIPTION
 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 - August 21, 2003
 PQ1428
 PQ1428  HISTORY     - Date     Condition        Report By
 PQ1428  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1428  HISTORY     - 20030821 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1431 ***********************************************************************
 PQ1431  DESIGNATION -  4703 AE
 PQ1431  PID         -  PQ1431
 PQ1431  STATE/COUNTY-  MN/MEEKER
 PQ1431  USGS QUAD   -  COSMOS (1967)
 PQ1431
 PQ1431                         *CURRENT SURVEY CONTROL
 PQ1431  ___________________________________________________________________
 PQ1431* NAD 83(1986)-  44 56 08.     (N)    094 40 31.     (W)     SCALED    
 PQ1431* NAVD 88     -       333.550  (meters)    1094.32   (feet)  ADJUSTED  
 PQ1431  ___________________________________________________________________
 PQ1431  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 PQ1431  DYNAMIC HT  -         333.523 (meters)    1094.23  (feet)  COMP
 PQ1431  MODELED GRAV-     980,527.4   (mgal)                       NAVD 88
 PQ1431
 PQ1431  VERT ORDER  -  SECOND    CLASS I
 PQ1431
 PQ1431.The horizontal coordinates were scaled from a topographic map and have
 PQ1431.an estimated accuracy of +/- 6 seconds.
 PQ1431
 PQ1431.The orthometric height was determined by differential leveling
 PQ1431.and adjusted by the National Geodetic Survey in June 1995..
 PQ1431
 PQ1431.The geoid height was determined by GEOID03.
 PQ1431
 PQ1431.The dynamic height is computed by dividing the NAVD 88
 PQ1431.geopotential number by the normal gravity value computed on the
 PQ1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1431.degrees latitude (g = 980.6199 gals.).
 PQ1431
 PQ1431.The modeled gravity was interpolated from observed gravity values.
 PQ1431
 PQ1431;                    North         East    Units  Estimated Accuracy
 PQ1431;SPC MN S     -   315,290.      746,700.      MT  (+/- 180 meters Scaled)
 PQ1431
 PQ1431                          SUPERSEDED SURVEY CONTROL
 PQ1431
 PQ1431.No superseded survey control is available for this station.
 PQ1431
 PQ1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK678771(NAD 83)
 PQ1431_MARKER: DV = VERTICAL CONTROL DISK
 PQ1431_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1431_SP_SET: BRIDGE ABUTMENT
 PQ1431_STAMPING: 4703 AE 1978
 PQ1431_MARK LOGO: MNDT  
 PQ1431_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1431
 PQ1431  HISTORY     - Date     Condition        Report By
 PQ1431  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1431
 PQ1431                          STATION DESCRIPTION
 PQ1431
 PQ1431'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1431'THE MARK IS LOCATED 1.05 MILES (1.69 KM) EAST ALONG TRUNK HIGHWAY 7
 PQ1431'FROM ITS JUNCTION WITH TRUNK HIGHWAY 4 AT COSMOS, IN THE NW 1/4 OF
 PQ1431'SECTION 23, T117N, R23W, NEAR TRUNK HIGHWAY 7 MILEPOINT 125.45.  THE
 PQ1431'MARK IS IN THE TOP OF THE ABUTMENT IN THE SOUTHEAST CORNER OF THE
 PQ1431'TRUNK HIGHWAY 7 BRIDGE OVER THE SOUTH FORK CROW RIVER, 18.5 FEET (5.6
 PQ1431'M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 7.  THE MARK, A STANDARD
 PQ1431'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4703 AE 1978---, IS SET
 PQ1431'IN A DRILL HOLE IN THE TOP OF THE ABUTMENT AND IS ABOUT 0.5 FOOT
 PQ1431'(15.2 CM) ABOVE THE LEVEL OF TRUNK HIGHWAY 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1432 ***********************************************************************
 PQ1432  DESIGNATION -  4703 AF
 PQ1432  PID         -  PQ1432
 PQ1432  STATE/COUNTY-  MN/MEEKER
 PQ1432  USGS QUAD   -  COSMOS (1967)
 PQ1432
 PQ1432                         *CURRENT SURVEY CONTROL
 PQ1432  ___________________________________________________________________
 PQ1432* NAD 83(1986)-  44 56 05.     (N)    094 40 26.     (W)     SCALED    
 PQ1432* NAVD 88     -       335.821  (meters)    1101.77   (feet)  ADJUSTED  
 PQ1432  ___________________________________________________________________
 PQ1432  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 PQ1432  DYNAMIC HT  -         335.794 (meters)    1101.68  (feet)  COMP
 PQ1432  MODELED GRAV-     980,527.3   (mgal)                       NAVD 88
 PQ1432
 PQ1432  VERT ORDER  -  SECOND    CLASS I
 PQ1432
 PQ1432.The horizontal coordinates were scaled from a topographic map and have
 PQ1432.an estimated accuracy of +/- 6 seconds.
 PQ1432
 PQ1432.The orthometric height was determined by differential leveling
 PQ1432.and adjusted by the National Geodetic Survey in June 1995..
 PQ1432
 PQ1432.The geoid height was determined by GEOID03.
 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     -   315,190.      746,810.      MT  (+/- 180 meters Scaled)
 PQ1432
 PQ1432                          SUPERSEDED SURVEY CONTROL
 PQ1432
 PQ1432.No superseded survey control is available for this station.
 PQ1432
 PQ1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK679770(NAD 83)
 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: MNDT  
 PQ1432_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1432
 PQ1432  HISTORY     - Date     Condition        Report By
 PQ1432  HISTORY     - 1978     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1433 ***********************************************************************
 PQ1433  DESIGNATION -  4703 AG
 PQ1433  PID         -  PQ1433
 PQ1433  STATE/COUNTY-  MN/MEEKER
 PQ1433  USGS QUAD   -  COSMOS (1967)
 PQ1433
 PQ1433                         *CURRENT SURVEY CONTROL
 PQ1433  ___________________________________________________________________
 PQ1433* NAD 83(1986)-  44 56 07.     (N)    094 38 10.     (W)     SCALED    
 PQ1433* NAVD 88     -       337.632  (meters)    1107.71   (feet)  ADJUSTED  
 PQ1433  ___________________________________________________________________
 PQ1433  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 PQ1433  DYNAMIC HT  -         337.605 (meters)    1107.63  (feet)  COMP
 PQ1433  MODELED GRAV-     980,526.3   (mgal)                       NAVD 88
 PQ1433
 PQ1433  VERT ORDER  -  SECOND    CLASS I
 PQ1433
 PQ1433.The horizontal coordinates were scaled from a topographic map and have
 PQ1433.an estimated accuracy of +/- 6 seconds.
 PQ1433
 PQ1433.The orthometric height was determined by differential leveling
 PQ1433.and adjusted by the National Geodetic Survey in June 1995..
 PQ1433
 PQ1433.The geoid height was determined by GEOID03.
 PQ1433
 PQ1433.The dynamic height is computed by dividing the NAVD 88
 PQ1433.geopotential number by the normal gravity value computed on the
 PQ1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1433.degrees latitude (g = 980.6199 gals.).
 PQ1433
 PQ1433.The modeled gravity was interpolated from observed gravity values.
 PQ1433
 PQ1433;                    North         East    Units  Estimated Accuracy
 PQ1433;SPC MN S     -   315,230.      749,790.      MT  (+/- 180 meters Scaled)
 PQ1433
 PQ1433                          SUPERSEDED SURVEY CONTROL
 PQ1433
 PQ1433.No superseded survey control is available for this station.
 PQ1433
 PQ1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK709770(NAD 83)
 PQ1433_MARKER: DB = BENCH MARK DISK
 PQ1433_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1433_SP_SET: BOX CULVERT HEADWALL
 PQ1433_STAMPING: 4703 AG 1978
 PQ1433_MARK LOGO: MNDT  
 PQ1433_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1433+STABILITY: SURFACE MOTION
 PQ1433
 PQ1433  HISTORY     - Date     Condition        Report By
 PQ1433  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1433
 PQ1433                          STATION DESCRIPTION
 PQ1433
 PQ1433'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1433'THE MARK IS LOCATED 3 MILES (4.8 KM) EAST ALONG TRUNK HIGHWAY 7 FROM
 PQ1433'ITS JUNCTION WITH TRUNK HIGHWAY 4 AT COSMOS, IN THE NE 1/4 OF SECTION
 PQ1433'24, T117N, R32W, NEAR TRUNK HIGHWAY 7 MILEPOINT 127.35.  THE MARK IS
 PQ1433'IN THE TOP OF THE SOUTHEAST CORNER HEADWALL OF A 4-FOOT BY 10-FOOT
 PQ1433'BOX CULVERT, 20.8 FEET (6.3 M) SOUTH OF THE CENTERLINE OF TRUNK
 PQ1433'HIGHWAY 7.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---4703
 PQ1433'AG 1978---, IS SET IN A DRILL HOLE IN THE TOP OF THE HEADWALL AND IS
 PQ1433'ABOUT 3 FEET (0.9 M) BELOW THE LEVEL OF TRUNK HIGHWAY 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1436 ***********************************************************************
 PQ1436  DESIGNATION -  4703 AH
 PQ1436  PID         -  PQ1436
 PQ1436  STATE/COUNTY-  MN/MEEKER
 PQ1436  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1436
 PQ1436                         *CURRENT SURVEY CONTROL
 PQ1436  ___________________________________________________________________
 PQ1436* NAD 83(1986)-  44 56 25.     (N)    094 36 17.     (W)     SCALED    
 PQ1436* NAVD 88     -       330.448  (meters)    1084.14   (feet)  ADJUSTED  
 PQ1436  ___________________________________________________________________
 PQ1436  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 PQ1436  DYNAMIC HT  -         330.421 (meters)    1084.06  (feet)  COMP
 PQ1436  MODELED GRAV-     980,526.7   (mgal)                       NAVD 88
 PQ1436
 PQ1436  VERT ORDER  -  SECOND    CLASS I
 PQ1436
 PQ1436.The horizontal coordinates were scaled from a topographic map and have
 PQ1436.an estimated accuracy of +/- 6 seconds.
 PQ1436
 PQ1436.The orthometric height was determined by differential leveling
 PQ1436.and adjusted by the National Geodetic Survey in June 1995..
 PQ1436
 PQ1436.The geoid height was determined by GEOID03.
 PQ1436
 PQ1436.The dynamic height is computed by dividing the NAVD 88
 PQ1436.geopotential number by the normal gravity value computed on the
 PQ1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1436.degrees latitude (g = 980.6199 gals.).
 PQ1436
 PQ1436.The modeled gravity was interpolated from observed gravity values.
 PQ1436
 PQ1436;                    North         East    Units  Estimated Accuracy
 PQ1436;SPC MN S     -   315,770.      752,270.      MT  (+/- 180 meters Scaled)
 PQ1436
 PQ1436                          SUPERSEDED SURVEY CONTROL
 PQ1436
 PQ1436.No superseded survey control is available for this station.
 PQ1436
 PQ1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK733775(NAD 83)
 PQ1436_MARKER: DB = BENCH MARK DISK
 PQ1436_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PQ1436_SP_SET: BRIDGE CURB
 PQ1436_STAMPING: 4703 AH 1978
 PQ1436_MARK LOGO: MNDT  
 PQ1436_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1436
 PQ1436  HISTORY     - Date     Condition        Report By
 PQ1436  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1436
 PQ1436                          STATION DESCRIPTION
 PQ1436
 PQ1436'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1436'THE MARK IS LOCATED 0.3 MILE (0.5 KM) NORTH ALONG COUNTY ROAD 1 FROM
 PQ1436'ITS JUNCTION WITH TRUNK HIGHWAY 7 AT CORVUSO, IN THE SW 1/4 OF
 PQ1436'SECTION 17, T117N, R31W.  THE MARK IS 15.5 FEET (4.7 M) EAST OF THE
 PQ1436'CENTERLINE OF COUNTY ROAD 1, IN THE TOP OF THE CURB IN THE SOUTHEAST
 PQ1436'CORNER OF BRIDGE NUMBER 47501 (COUNTY ROAD 1 OVER THE SOUTH FORK CROW
 PQ1436'RIVER).  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---4703 AH
 PQ1436'1978---, IS SET IN A DRILL HOLE IN THE BRIDGE CURB AND IS ABOUT 1
 PQ1436'FOOT (0.3 M) ABOVE THE LEVEL OF COUNTY ROAD 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1469 ***********************************************************************
 PQ1469  DESIGNATION -  4703 AJ
 PQ1469  PID         -  PQ1469
 PQ1469  STATE/COUNTY-  MN/MEEKER
 PQ1469  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1469
 PQ1469                         *CURRENT SURVEY CONTROL
 PQ1469  ___________________________________________________________________
 PQ1469* NAD 83(1986)-  44 56 22.     (N)    094 35 01.     (W)     SCALED    
 PQ1469* NAVD 88     -       329.201  (meters)    1080.05   (feet)  ADJUSTED  
 PQ1469  ___________________________________________________________________
 PQ1469  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 PQ1469  DYNAMIC HT  -         329.174 (meters)    1079.96  (feet)  COMP
 PQ1469  MODELED GRAV-     980,526.7   (mgal)                       NAVD 88
 PQ1469
 PQ1469  VERT ORDER  -  SECOND    CLASS I
 PQ1469
 PQ1469.The horizontal coordinates were scaled from a topographic map and have
 PQ1469.an estimated accuracy of +/- 6 seconds.
 PQ1469
 PQ1469.The orthometric height was determined by differential leveling
 PQ1469.and adjusted by the National Geodetic Survey in June 1995..
 PQ1469
 PQ1469.The geoid height was determined by GEOID03.
 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     -   315,660.      753,940.      MT  (+/- 180 meters Scaled)
 PQ1469
 PQ1469                          SUPERSEDED SURVEY CONTROL
 PQ1469
 PQ1469.No superseded survey control is available for this station.
 PQ1469
 PQ1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK750774(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1472 ***********************************************************************
 PQ1472  DESIGNATION -  4703 AK
 PQ1472  PID         -  PQ1472
 PQ1472  STATE/COUNTY-  MN/MEEKER
 PQ1472  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1472
 PQ1472                         *CURRENT SURVEY CONTROL
 PQ1472  ___________________________________________________________________
 PQ1472* NAD 83(1986)-  44 56 30.     (N)    094 34 07.     (W)     SCALED    
 PQ1472* NAVD 88     -       327.816  (meters)    1075.51   (feet)  ADJUSTED  
 PQ1472  ___________________________________________________________________
 PQ1472  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 PQ1472  DYNAMIC HT  -         327.790 (meters)    1075.42  (feet)  COMP
 PQ1472  MODELED GRAV-     980,527.4   (mgal)                       NAVD 88
 PQ1472
 PQ1472  VERT ORDER  -  SECOND    CLASS I
 PQ1472
 PQ1472.The horizontal coordinates were scaled from a topographic map and have
 PQ1472.an estimated accuracy of +/- 6 seconds.
 PQ1472
 PQ1472.The orthometric height was determined by differential leveling
 PQ1472.and adjusted by the National Geodetic Survey in June 1995..
 PQ1472
 PQ1472.The geoid height was determined by GEOID03.
 PQ1472
 PQ1472.The dynamic height is computed by dividing the NAVD 88
 PQ1472.geopotential number by the normal gravity value computed on the
 PQ1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1472.degrees latitude (g = 980.6199 gals.).
 PQ1472
 PQ1472.The modeled gravity was interpolated from observed gravity values.
 PQ1472
 PQ1472;                    North         East    Units  Estimated Accuracy
 PQ1472;SPC MN S     -   315,900.      755,120.      MT  (+/- 180 meters Scaled)
 PQ1472
 PQ1472                          SUPERSEDED SURVEY CONTROL
 PQ1472
 PQ1472.No superseded survey control is available for this station.
 PQ1472
 PQ1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK762776(NAD 83)
 PQ1472_MARKER: DB = BENCH MARK DISK
 PQ1472_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1472_SP_SET: BOX CULVERT HEADWALL
 PQ1472_STAMPING: 4703 AK 1978
 PQ1472_MARK LOGO: MNDT  
 PQ1472_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1472+STABILITY: SURFACE MOTION
 PQ1472
 PQ1472  HISTORY     - Date     Condition        Report By
 PQ1472  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1472
 PQ1472                          STATION DESCRIPTION
 PQ1472
 PQ1472'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1472'THE MARK IS LOCATED 1.8 MILES (2.9 KM) EAST ALONG TRUNK HIGHWAY 7
 PQ1472'FROM ITS JUNCTION WITH COUNTY ROAD 1 AT CORVUSO, IN THE SE 1/4 OF
 PQ1472'SECTION 16, T117N, R31W, NEAR TRUNK HIGHWAY 7 MILEPOINT 130.7.  THE
 PQ1472'MARK IS IN THE TOP OF THE HEADWALL IN THE SOUTHEAST CORNER OF A
 PQ1472'6-FOOT BY 9-FOOT CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 7 AT COUNTY
 PQ1472'DITCH NUMBER 18, 19.7 FEET (6.0 M) SOUTH OF THE CENTERLINE OF TRUNK
 PQ1472'HIGHWAY 7.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---4703
 PQ1472'AK 1978---, IS SET IN A DRILL HOLE IN THE TOP OF THE HEADWALL THAT IS
 PQ1472'ABOUT 3 FEET (0.9 M) BELOW THE LEVEL OF TRUNK HIGHWAY 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1465 ***********************************************************************
 PQ1465  DESIGNATION -  4703 AL
 PQ1465  PID         -  PQ1465
 PQ1465  STATE/COUNTY-  MN/MEEKER
 PQ1465  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1465
 PQ1465                         *CURRENT SURVEY CONTROL
 PQ1465  ___________________________________________________________________
 PQ1465* NAD 83(1986)-  44 56 38.     (N)    094 31 42.     (W)     SCALED    
 PQ1465* NAVD 88     -       327.381  (meters)    1074.08   (feet)  ADJUSTED  
 PQ1465  ___________________________________________________________________
 PQ1465  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 PQ1465  DYNAMIC HT  -         327.355 (meters)    1074.00  (feet)  COMP
 PQ1465  MODELED GRAV-     980,528.9   (mgal)                       NAVD 88
 PQ1465
 PQ1465  VERT ORDER  -  SECOND    CLASS I
 PQ1465
 PQ1465.The horizontal coordinates were scaled from a topographic map and have
 PQ1465.an estimated accuracy of +/- 6 seconds.
 PQ1465
 PQ1465.The orthometric height was determined by differential leveling
 PQ1465.and adjusted by the National Geodetic Survey in June 1995..
 PQ1465
 PQ1465.The geoid height was determined by GEOID03.
 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     -   316,130.      758,300.      MT  (+/- 180 meters Scaled)
 PQ1465
 PQ1465                          SUPERSEDED SURVEY CONTROL
 PQ1465
 PQ1465.No superseded survey control is available for this station.
 PQ1465
 PQ1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK794778(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1462 ***********************************************************************
 PQ1462  DESIGNATION -  4703 AM
 PQ1462  PID         -  PQ1462
 PQ1462  STATE/COUNTY-  MN/MEEKER
 PQ1462  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1462
 PQ1462                         *CURRENT SURVEY CONTROL
 PQ1462  ___________________________________________________________________
 PQ1462* NAD 83(1986)-  44 56 16.     (N)    094 31 20.     (W)     SCALED    
 PQ1462* NAVD 88     -       326.901  (meters)    1072.51   (feet)  ADJUSTED  
 PQ1462  ___________________________________________________________________
 PQ1462  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 PQ1462  DYNAMIC HT  -         326.875 (meters)    1072.42  (feet)  COMP
 PQ1462  MODELED GRAV-     980,528.0   (mgal)                       NAVD 88
 PQ1462
 PQ1462  VERT ORDER  -  SECOND    CLASS I
 PQ1462
 PQ1462.The horizontal coordinates were scaled from a topographic map and have
 PQ1462.an estimated accuracy of +/- 6 seconds.
 PQ1462
 PQ1462.The orthometric height was determined by differential leveling
 PQ1462.and adjusted by the National Geodetic Survey in June 1995..
 PQ1462
 PQ1462.The geoid height was determined by GEOID03.
 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     -   315,440.      758,780.      MT  (+/- 180 meters Scaled)
 PQ1462
 PQ1462                          SUPERSEDED SURVEY CONTROL
 PQ1462
 PQ1462.No superseded survey control is available for this station.
 PQ1462
 PQ1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK798771(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1463 ***********************************************************************
 PQ1463  DESIGNATION -  4703 AN
 PQ1463  PID         -  PQ1463
 PQ1463  STATE/COUNTY-  MN/MEEKER
 PQ1463  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1463
 PQ1463                         *CURRENT SURVEY CONTROL
 PQ1463  ___________________________________________________________________
 PQ1463* NAD 83(1986)-  44 56 36.     (N)    094 30 38.     (W)     SCALED    
 PQ1463* NAVD 88     -       326.082  (meters)    1069.82   (feet)  ADJUSTED  
 PQ1463  ___________________________________________________________________
 PQ1463  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 PQ1463  DYNAMIC HT  -         326.056 (meters)    1069.74  (feet)  COMP
 PQ1463  MODELED GRAV-     980,529.2   (mgal)                       NAVD 88
 PQ1463
 PQ1463  VERT ORDER  -  SECOND    CLASS I
 PQ1463
 PQ1463.The horizontal coordinates were scaled from a topographic map and have
 PQ1463.an estimated accuracy of +/- 6 seconds.
 PQ1463
 PQ1463.The orthometric height was determined by differential leveling
 PQ1463.and adjusted by the National Geodetic Survey in June 1995..
 PQ1463
 PQ1463.The geoid height was determined by GEOID03.
 PQ1463
 PQ1463.The dynamic height is computed by dividing the NAVD 88
 PQ1463.geopotential number by the normal gravity value computed on the
 PQ1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1463.degrees latitude (g = 980.6199 gals.).
 PQ1463
 PQ1463.The modeled gravity was interpolated from observed gravity values.
 PQ1463
 PQ1463;                    North         East    Units  Estimated Accuracy
 PQ1463;SPC MN S     -   316,060.      759,710.      MT  (+/- 180 meters Scaled)
 PQ1463
 PQ1463                          SUPERSEDED SURVEY CONTROL
 PQ1463
 PQ1463.No superseded survey control is available for this station.
 PQ1463
 PQ1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK808777(NAD 83)
 PQ1463_MARKER: DB = BENCH MARK DISK
 PQ1463_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1463_SP_SET: BOX CULVERT HEADWALL
 PQ1463_STAMPING: 4703 AN 1978
 PQ1463_MARK LOGO: MNDT  
 PQ1463_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1463+STABILITY: SURFACE MOTION
 PQ1463
 PQ1463  HISTORY     - Date     Condition        Report By
 PQ1463  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1463
 PQ1463                          STATION DESCRIPTION
 PQ1463
 PQ1463'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1463'THE MARK IS LOCATED 0.6 MILE (1.0 KM) EAST ALONG TRUNK HIGHWAY 7 FROM
 PQ1463'ITS JUNCTION WITH COUNTY ROAD 26 AT CEDAR MILLS, IN THE NE 1/4 OF
 PQ1463'SECTION 13, T117N, R31W, NEAR TRUNK HIGHWAY MILEPOINT 133.6.  THE
 PQ1463'MARK IS 36.9 FEET (11.2 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY
 PQ1463'7, IN THE TOP OF THE HEADWALL IN THE SOUTHEAST CORNER OF A 9-FOOT BY
 PQ1463'7-FOOT CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 7 AT A SMALL CREEK.
 PQ1463'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---4703 AN 1978---,
 PQ1463'IS SET IN A DRILL HOLE IN THE TOP OF THE HEADWALL THAT IS ABOUT 8
 PQ1463'FEET (2.4 M) BELOW THE LEVEL OF TRUNK HIGHWAY 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1468 ***********************************************************************
 PQ1468  DESIGNATION -  4703 AP
 PQ1468  PID         -  PQ1468
 PQ1468  STATE/COUNTY-  MN/MEEKER
 PQ1468  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1468
 PQ1468                         *CURRENT SURVEY CONTROL
 PQ1468  ___________________________________________________________________
 PQ1468* NAD 83(1986)-  44 56 11.     (N)    094 36 16.     (W)     SCALED    
 PQ1468* NAVD 88     -       334.350  (meters)    1096.95   (feet)  ADJUSTED  
 PQ1468  ___________________________________________________________________
 PQ1468  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 PQ1468  DYNAMIC HT  -         334.323 (meters)    1096.86  (feet)  COMP
 PQ1468  MODELED GRAV-     980,526.0   (mgal)                       NAVD 88
 PQ1468
 PQ1468  VERT ORDER  -  SECOND    CLASS I
 PQ1468
 PQ1468.The horizontal coordinates were scaled from a topographic map and have
 PQ1468.an estimated accuracy of +/- 6 seconds.
 PQ1468
 PQ1468.The orthometric height was determined by differential leveling
 PQ1468.and adjusted by the National Geodetic Survey in June 1995..
 PQ1468
 PQ1468.The geoid height was determined by GEOID03.
 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     -   315,330.      752,290.      MT  (+/- 180 meters Scaled)
 PQ1468
 PQ1468                          SUPERSEDED SURVEY CONTROL
 PQ1468
 PQ1468.No superseded survey control is available for this station.
 PQ1468
 PQ1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK734771(NAD 83)
 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: MNDT  
 PQ1468_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1468+STABILITY: SURFACE MOTION
 PQ1468
 PQ1468  HISTORY     - Date     Condition        Report By
 PQ1468  HISTORY     - 1978     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0667 ***********************************************************************
 DI0667  DESIGNATION -  4703 B
 DI0667  PID         -  DI0667
 DI0667  STATE/COUNTY-  MN/MEEKER
 DI0667  USGS QUAD   -  CEDAR MILLS (1967)
 DI0667
 DI0667                         *CURRENT SURVEY CONTROL
 DI0667  ___________________________________________________________________
 DI0667* NAD 83(1996)-  44 56 09.31002(N)    094 37 09.70722(W)     ADJUSTED  
 DI0667* NAVD 88     -       339.00   (meters)    1112.2    (feet)  LEVELING  
 DI0667  ___________________________________________________________________
 DI0667  X           -    -364,250.817 (meters)                     COMP
 DI0667  Y           -  -4,508,153.040 (meters)                     COMP
 DI0667  Z           -   4,482,530.448 (meters)                     COMP
 DI0667  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 DI0667  ELLIP HEIGHT-         312.05  (meters)          (06/12/06) GPS OBS
 DI0667  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DI0667
 DI0667  HORZ ORDER  -  FIRST
 DI0667  VERT ORDER  -  THIRD ?
 DI0667  ELLP ORDER  -  FOURTH    CLASS I
 DI0667
 DI0667.The horizontal coordinates were established by GPS observations
 DI0667.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0667
 DI0667.The orthometric height was determined by differential leveling.
 DI0667.The vertical network tie was performed by a horz. field party for horz.
 DI0667.obs reductions. Reset procedures were used to establish the elevation.
 DI0667
 DI0667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0667
 DI0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0667
 DI0667.The ellipsoidal height was determined by GPS observations
 DI0667.and is referenced to NAD 83.
 DI0667
 DI0667.The geoid height was determined by GEOID03.
 DI0667
 DI0667;                    North         East     Units Scale Factor Converg.
 DI0667;SPC MN S     -   315,290.955   751,113.650   MT  0.99995076   -0 26 02.9
 DI0667;UTM  15      - 4,977,107.423   372,227.167   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.No superseded survey control is available for this station.
 DI0667
 DI0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7222777107(NAD 83)
 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 = OCTOBER  6, 2006
 DI0668 ***********************************************************************
 DI0668  DESIGNATION -  4703 C
 DI0668  PID         -  DI0668
 DI0668  STATE/COUNTY-  MN/MEEKER
 DI0668  USGS QUAD   -  CEDAR MILLS (1967)
 DI0668
 DI0668                         *CURRENT SURVEY CONTROL
 DI0668  ___________________________________________________________________
 DI0668* NAD 83(1996)-  44 56 37.06166(N)    094 32 46.91116(W)     ADJUSTED  
 DI0668* NAVD 88     -       331.38   (meters)    1087.2    (feet)  LEVELING  
 DI0668  ___________________________________________________________________
 DI0668  X           -    -358,458.417 (meters)                     COMP
 DI0668  Y           -  -4,508,004.810 (meters)                     COMP
 DI0668  Z           -   4,483,131.476 (meters)                     COMP
 DI0668  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 DI0668  ELLIP HEIGHT-         304.40  (meters)          (06/12/06) GPS OBS
 DI0668  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DI0668
 DI0668  HORZ ORDER  -  FIRST
 DI0668  VERT ORDER  -  THIRD ?
 DI0668  ELLP ORDER  -  FOURTH    CLASS I
 DI0668
 DI0668.The horizontal coordinates were established by GPS observations
 DI0668.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0668
 DI0668.The orthometric height was determined by differential leveling.
 DI0668.The vertical network tie was performed by a horz. field party for horz.
 DI0668.obs reductions. Reset procedures were used to establish the elevation.
 DI0668
 DI0668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0668
 DI0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0668
 DI0668.The ellipsoidal height was determined by GPS observations
 DI0668.and is referenced to NAD 83.
 DI0668
 DI0668.The geoid height was determined by GEOID03.
 DI0668
 DI0668;                    North         East     Units Scale Factor Converg.
 DI0668;SPC MN S     -   316,106.492   756,881.090   MT  0.99995179   -0 22 58.7
 DI0668;UTM  15      - 4,977,851.344   378,003.344   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.No superseded survey control is available for this station.
 DI0668
 DI0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7800377851(NAD 83)
 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 = OCTOBER  6, 2006
 DI0669 ***********************************************************************
 DI0669  DESIGNATION -  4703 D
 DI0669  PID         -  DI0669
 DI0669  STATE/COUNTY-  MN/MEEKER
 DI0669  USGS QUAD   -  CEDAR MILLS (1967)
 DI0669
 DI0669                         *CURRENT SURVEY CONTROL
 DI0669  ___________________________________________________________________
 DI0669* NAD 83(1996)-  44 56 38.72610(N)    094 31 22.08765(W)     ADJUSTED  
 DI0669* NAVD 88     -       331.59   (meters)    1087.9    (feet)  LEVELING  
 DI0669  ___________________________________________________________________
 DI0669  X           -    -356,601.681 (meters)                     COMP
 DI0669  Y           -  -4,508,115.789 (meters)                     COMP
 DI0669  Z           -   4,483,167.979 (meters)                     COMP
 DI0669  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 DI0669  ELLIP HEIGHT-         304.59  (meters)          (06/12/06) GPS OBS
 DI0669  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DI0669
 DI0669  HORZ ORDER  -  FIRST
 DI0669  VERT ORDER  -  THIRD ?
 DI0669  ELLP ORDER  -  FOURTH    CLASS I
 DI0669
 DI0669.The horizontal coordinates were established by GPS observations
 DI0669.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0669
 DI0669.The orthometric height was determined by differential leveling.
 DI0669.The vertical network tie was performed by a horz. field party for horz.
 DI0669.obs reductions. Reset procedures were used to establish the elevation.
 DI0669
 DI0669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0669
 DI0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0669
 DI0669.The ellipsoidal height was determined by GPS observations
 DI0669.and is referenced to NAD 83.
 DI0669
 DI0669.The geoid height was determined by GEOID03.
 DI0669
 DI0669;                    North         East     Units Scale Factor Converg.
 DI0669;SPC MN S     -   316,145.708   758,740.906   MT  0.99995185   -0 21 59.2
 DI0669;UTM  15      - 4,977,867.526   379,863.184   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.No superseded survey control is available for this station.
 DI0669
 DI0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7986377868(NAD 83)
 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 = OCTOBER  6, 2006
 QP1961 ***********************************************************************
 QP1961  DESIGNATION -  4704 A
 QP1961  PID         -  QP1961
 QP1961  STATE/COUNTY-  MN/MEEKER
 QP1961  USGS QUAD   -  GROVE CITY (1967)
 QP1961
 QP1961                         *CURRENT SURVEY CONTROL
 QP1961  ___________________________________________________________________
 QP1961* NAD 83(1996)-  45 08 24.19124(N)    094 42 58.67276(W)     ADJUSTED  
 QP1961* NAVD 88     -       371.786  (meters)    1219.77   (feet)  ADJUSTED  
 QP1961  ___________________________________________________________________
 QP1961  X           -    -370,559.351 (meters)                     COMP
 QP1961  Y           -  -4,491,555.063 (meters)                     COMP
 QP1961  Z           -   4,498,585.253 (meters)                     COMP
 QP1961  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 QP1961  ELLIP HEIGHT-         344.95  (meters)          (08/20/03) GPS OBS
 QP1961  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 QP1961  DYNAMIC HT  -         371.758 (meters)    1219.68  (feet)  COMP
 QP1961  MODELED GRAV-     980,530.9   (mgal)                       NAVD 88
 QP1961
 QP1961  HORZ ORDER  -  FIRST
 QP1961  VERT ORDER  -  SECOND    CLASS I
 QP1961  ELLP ORDER  -  THIRD     CLASS I
 QP1961
 QP1961.The horizontal coordinates were established by GPS observations
 QP1961.and adjusted by the MN DEPT OF TRANSP in August 2003..
 QP1961
 QP1961.The orthometric height was determined by differential leveling
 QP1961.and adjusted by the National Geodetic Survey in June 1995..
 QP1961
 QP1961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1961
 QP1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1961
 QP1961.The ellipsoidal height was determined by GPS observations
 QP1961.and is referenced to NAD 83.
 QP1961
 QP1961.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1961;SPC MN S     -   338,037.719   743,661.544   MT  0.99998416   -0 30 07.5
 QP1961;UTM  15      - 4,999,941.538   365,059.483   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  =   0.99993008
 QP1961!UTM  15      -   0.99994592  x   0.99982390  =   0.99976983
 QP1961
 QP1961                          SUPERSEDED SURVEY CONTROL
 QP1961
 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: 15TUK6505999942(NAD 83)
 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 - August 21, 2003
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1960 ***********************************************************************
 QP1960  DESIGNATION -  4704 B
 QP1960  PID         -  QP1960
 QP1960  STATE/COUNTY-  MN/MEEKER
 QP1960  USGS QUAD   -  GROVE CITY (1967)
 QP1960
 QP1960                         *CURRENT SURVEY CONTROL
 QP1960  ___________________________________________________________________
 QP1960* NAD 83(1996)-  45 08 59.70798(N)    094 40 53.35600(W)     ADJUSTED  
 QP1960* NAVD 88     -       369.863  (meters)    1213.46   (feet)  ADJUSTED  
 QP1960  ___________________________________________________________________
 QP1960  X           -    -367,766.874 (meters)                     COMP
 QP1960  Y           -  -4,491,003.305 (meters)                     COMP
 QP1960  Z           -   4,499,357.247 (meters)                     COMP
 QP1960  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 QP1960  ELLIP HEIGHT-         343.01  (meters)          (08/20/03) GPS OBS
 QP1960  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 QP1960  DYNAMIC HT  -         369.836 (meters)    1213.37  (feet)  COMP
 QP1960  MODELED GRAV-     980,532.3   (mgal)                       NAVD 88
 QP1960
 QP1960  HORZ ORDER  -  FIRST
 QP1960  VERT ORDER  -  SECOND    CLASS I
 QP1960  ELLP ORDER  -  THIRD     CLASS I
 QP1960
 QP1960.The horizontal coordinates were established by GPS observations
 QP1960.and adjusted by the MN DEPT OF TRANSP in August 2003..
 QP1960
 QP1960.The orthometric height was determined by differential leveling
 QP1960.and adjusted by the National Geodetic Survey in June 1995..
 QP1960
 QP1960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1960
 QP1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1960
 QP1960.The ellipsoidal height was determined by GPS observations
 QP1960.and is referenced to NAD 83.
 QP1960
 QP1960.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1960;SPC MN S     -   339,110.684   746,408.521   MT  0.99998610   -0 28 39.6
 QP1960;UTM  15      - 5,000,979.985   367,819.171   MT  0.99981483   -1 11 32.2
 QP1960
 QP1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1960!SPC MN S     -   0.99994622  x   0.99998610  =   0.99993233
 QP1960!UTM  15      -   0.99994622  x   0.99981483  =   0.99976106
 QP1960
 QP1960                          SUPERSEDED SURVEY CONTROL
 QP1960
 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_MARKER: DV = VERTICAL CONTROL DISK
 QP1960_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP1960_SP_SET: CONCRETE FOOTING
 QP1960_STAMPING: 4704 B 1978
 QP1960_MARK LOGO: MNDT  
 QP1960_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1960+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 QP1960
 QP1960  HISTORY     - Date     Condition        Report By
 QP1960  HISTORY     - 1978     MONUMENTED       MNDT
 QP1960  HISTORY     - 20021001 GOOD             MNDT
 QP1960  HISTORY     - 20030821 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1955 ***********************************************************************
 QP1955  DESIGNATION -  4704 C
 QP1955  PID         -  QP1955
 QP1955  STATE/COUNTY-  MN/MEEKER
 QP1955  USGS QUAD   -  GROVE CITY (1967)
 QP1955
 QP1955                         *CURRENT SURVEY CONTROL
 QP1955  ___________________________________________________________________
 QP1955* NAD 83(1986)-  45 09 09.     (N)    094 39 14.     (W)     SCALED    
 QP1955* NAVD 88     -       348.308  (meters)    1142.74   (feet)  ADJUSTED  
 QP1955  ___________________________________________________________________
 QP1955  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 QP1955  DYNAMIC HT  -         348.283 (meters)    1142.66  (feet)  COMP
 QP1955  MODELED GRAV-     980,533.4   (mgal)                       NAVD 88
 QP1955
 QP1955  VERT ORDER  -  SECOND    CLASS I
 QP1955
 QP1955.The horizontal coordinates were scaled from a topographic map and have
 QP1955.an estimated accuracy of +/- 6 seconds.
 QP1955
 QP1955.The orthometric height was determined by differential leveling
 QP1955.and adjusted by the National Geodetic Survey in June 1995..
 QP1955
 QP1955.The geoid height was determined by GEOID03.
 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     -   339,380.      748,580.      MT  (+/- 180 meters Scaled)
 QP1955
 QP1955                          SUPERSEDED SURVEY CONTROL
 QP1955
 QP1955.No superseded survey control is available for this station.
 QP1955
 QP1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL699012(NAD 83)
 QP1955_MARKER: DV = VERTICAL CONTROL DISK
 QP1955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP1955_SP_SET: CONC HEADWALL
 QP1955_STAMPING: 4704 C 1978
 QP1955_MARK LOGO: MNDT  
 QP1955_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP1955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1955_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1955+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 QP1955
 QP1955  HISTORY     - Date     Condition        Report By
 QP1955  HISTORY     - 1978     MONUMENTED       MNDT
 QP1955  HISTORY     - 20021001 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1958 ***********************************************************************
 QP1958  DESIGNATION -  4704 D
 QP1958  PID         -  QP1958
 QP1958  STATE/COUNTY-  MN/MEEKER
 QP1958  USGS QUAD   -  GROVE CITY (1967)
 QP1958
 QP1958                         *CURRENT SURVEY CONTROL
 QP1958  ___________________________________________________________________
 QP1958* NAD 83(1996)-  45 09 07.54606(N)    094 37 50.01444(W)     ADJUSTED  
 QP1958* NAVD 88     -       352.707  (meters)    1157.17   (feet)  ADJUSTED  
 QP1958  ___________________________________________________________________
 QP1958  X           -    -363,760.006 (meters)                     COMP
 QP1958  Y           -  -4,491,145.360 (meters)                     COMP
 QP1958  Z           -   4,499,515.728 (meters)                     COMP
 QP1958  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 QP1958  ELLIP HEIGHT-         325.84  (meters)          (08/20/03) GPS OBS
 QP1958  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 QP1958  DYNAMIC HT  -         352.681 (meters)    1157.09  (feet)  COMP
 QP1958  MODELED GRAV-     980,534.4   (mgal)                       NAVD 88
 QP1958
 QP1958  HORZ ORDER  -  FIRST
 QP1958  VERT ORDER  -  SECOND    CLASS I
 QP1958  ELLP ORDER  -  THIRD     CLASS I
 QP1958
 QP1958.The horizontal coordinates were established by GPS observations
 QP1958.and adjusted by the MN DEPT OF TRANSP in August 2003..
 QP1958
 QP1958.The orthometric height was determined by differential leveling
 QP1958.and adjusted by the National Geodetic Survey in June 1995..
 QP1958
 QP1958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1958
 QP1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1958
 QP1958.The ellipsoidal height was determined by GPS observations
 QP1958.and is referenced to NAD 83.
 QP1958
 QP1958.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1958;SPC MN S     -   339,320.499   750,415.246   MT  0.99998653   -0 26 31.1
 QP1958;UTM  15      - 5,001,139.798   371,827.487   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  NAVD 88 (08/20/03)  352.71   (m)         1157.2    (f) LEVELING    3  
 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: 15TUL7182701140(NAD 83)
 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: MNDT  
 QP1958_PROJECTION: RECESSED 3 CENTIMETERS
 QP1958_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1958+STABILITY: SURFACE MOTION
 QP1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1958+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2003
 QP1958
 QP1958  HISTORY     - Date     Condition        Report By
 QP1958  HISTORY     - 1978     MONUMENTED       MNDT
 QP1958  HISTORY     - 20021001 GOOD             MNDT
 QP1958  HISTORY     - 20030813 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1959 ***********************************************************************
 QP1959  DESIGNATION -  4704 E
 QP1959  PID         -  QP1959
 QP1959  STATE/COUNTY-  MN/MEEKER
 QP1959  USGS QUAD   -  LITCHFIELD NORTH (1994)
 QP1959
 QP1959                         *CURRENT SURVEY CONTROL
 QP1959  ___________________________________________________________________
 QP1959* NAD 83(1996)-  45 09 10.37674(N)    094 36 36.31347(W)     ADJUSTED  
 QP1959* NAVD 88     -       349.449  (meters)    1146.48   (feet)  ADJUSTED  
 QP1959  ___________________________________________________________________
 QP1959  X           -    -362,150.076 (meters)                     COMP
 QP1959  Y           -  -4,491,210.986 (meters)                     COMP
 QP1959  Z           -   4,499,575.032 (meters)                     COMP
 QP1959  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 QP1959  ELLIP HEIGHT-         322.56  (meters)          (08/20/03) GPS OBS
 QP1959  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 QP1959  DYNAMIC HT  -         349.424 (meters)    1146.40  (feet)  COMP
 QP1959  MODELED GRAV-     980,535.1   (mgal)                       NAVD 88
 QP1959
 QP1959  HORZ ORDER  -  FIRST
 QP1959  VERT ORDER  -  SECOND    CLASS I
 QP1959  ELLP ORDER  -  THIRD     CLASS I
 QP1959
 QP1959.The horizontal coordinates were established by GPS observations
 QP1959.and adjusted by the MN DEPT OF TRANSP in August 2003..
 QP1959
 QP1959.The orthometric height was determined by differential leveling
 QP1959.and adjusted by the National Geodetic Survey in June 1995..
 QP1959
 QP1959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1959
 QP1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1959
 QP1959.The ellipsoidal height was determined by GPS observations
 QP1959.and is referenced to NAD 83.
 QP1959
 QP1959.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1959;SPC MN S     -   339,395.664   752,025.745   MT  0.99998669   -0 25 39.5
 QP1959;UTM  15      - 5,001,194.874   373,438.496   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  =   0.99993612
 QP1959!UTM  15      -   0.99994943  x   0.99979695  =   0.99974639
 QP1959
 QP1959                          SUPERSEDED SURVEY CONTROL
 QP1959
 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: 15TUL7343801195(NAD 83)
 QP1959_MARKER: DB = BENCH MARK DISK
 QP1959_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP1959_SP_SET: PREFAB CONC. POST IN EARTH
 QP1959_STAMPING: 4704 E 1978
 QP1959_MARK LOGO: MNDT  
 QP1959_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QP1959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1959+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 QP1959
 QP1959  HISTORY     - Date     Condition        Report By
 QP1959  HISTORY     - 1978     MONUMENTED       MNDT
 QP1959  HISTORY     - 20021001 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1956 ***********************************************************************
 QP1956  DESIGNATION -  4704 F
 QP1956  PID         -  QP1956
 QP1956  STATE/COUNTY-  MN/MEEKER
 QP1956  USGS QUAD   -  LITCHFIELD NORTH (1994)
 QP1956
 QP1956                         *CURRENT SURVEY CONTROL
 QP1956  ___________________________________________________________________
 QP1956* NAD 83(1986)-  45 09 11.     (N)    094 35 13.     (W)     SCALED    
 QP1956* NAVD 88     -       340.472  (meters)    1117.03   (feet)  ADJUSTED  
 QP1956  ___________________________________________________________________
 QP1956  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 QP1956  DYNAMIC HT  -         340.448 (meters)    1116.95  (feet)  COMP
 QP1956  MODELED GRAV-     980,536.0   (mgal)                       NAVD 88
 QP1956
 QP1956  VERT ORDER  -  SECOND    CLASS I
 QP1956
 QP1956.The horizontal coordinates were scaled from a topographic map and have
 QP1956.an estimated accuracy of +/- 6 seconds.
 QP1956
 QP1956.The orthometric height was determined by differential leveling
 QP1956.and adjusted by the National Geodetic Survey in June 1995..
 QP1956
 QP1956.The geoid height was determined by GEOID03.
 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     -   339,400.      753,850.      MT  (+/- 180 meters Scaled)
 QP1956
 QP1956                          SUPERSEDED SURVEY CONTROL
 QP1956
 QP1956.No superseded survey control is available for this station.
 QP1956
 QP1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL752011(NAD 83)
 QP1956_MARKER: DV = VERTICAL CONTROL DISK
 QP1956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP1956_SP_SET: CONC HEADWALL
 QP1956_STAMPING: 4704 F 1978
 QP1956_MARK LOGO: MNDT  
 QP1956_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP1956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1956+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 QP1956
 QP1956  HISTORY     - Date     Condition        Report By
 QP1956  HISTORY     - 1978     MONUMENTED       MNDT
 QP1956  HISTORY     - 20021001 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1957 ***********************************************************************
 QP1957  DESIGNATION -  4704 G
 QP1957  PID         -  QP1957
 QP1957  STATE/COUNTY-  MN/MEEKER
 QP1957  USGS QUAD   -  LITCHFIELD NORTH (1994)
 QP1957
 QP1957                         *CURRENT SURVEY CONTROL
 QP1957  ___________________________________________________________________
 QP1957* NAD 83(1996)-  45 09 07.80708(N)    094 34 27.23542(W)     ADJUSTED  
 QP1957* NAVD 88     -       340.392  (meters)    1116.77   (feet)  ADJUSTED  
 QP1957  ___________________________________________________________________
 QP1957  X           -    -359,343.434 (meters)                     COMP
 QP1957  Y           -  -4,491,486.419 (meters)                     COMP
 QP1957  Z           -   4,499,512.648 (meters)                     COMP
 QP1957  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 QP1957  ELLIP HEIGHT-         313.48  (meters)          (08/20/03) GPS OBS
 QP1957  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 QP1957  DYNAMIC HT  -         340.368 (meters)    1116.69  (feet)  COMP
 QP1957  MODELED GRAV-     980,536.5   (mgal)                       NAVD 88
 QP1957
 QP1957  HORZ ORDER  -  FIRST
 QP1957  VERT ORDER  -  SECOND    CLASS I
 QP1957  ELLP ORDER  -  THIRD     CLASS I
 QP1957
 QP1957.The horizontal coordinates were established by GPS observations
 QP1957.and adjusted by the MN DEPT OF TRANSP in August 2003..
 QP1957
 QP1957.The orthometric height was determined by differential leveling
 QP1957.and adjusted by the National Geodetic Survey in June 1995..
 QP1957
 QP1957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1957
 QP1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1957
 QP1957.The ellipsoidal height was determined by GPS observations
 QP1957.and is referenced to NAD 83.
 QP1957
 QP1957.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1957;SPC MN S     -   339,295.915   754,844.602   MT  0.99998655   -0 24 09.0
 QP1957;UTM  15      - 5,001,060.037   376,255.346   MT  0.99978828   -1 06 58.5
 QP1957
 QP1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1957!SPC MN S     -   0.99995085  x   0.99998655  =   0.99993740
 QP1957!UTM  15      -   0.99995085  x   0.99978828  =   0.99973914
 QP1957
 QP1957                          SUPERSEDED SURVEY CONTROL
 QP1957
 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_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_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QP1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1957+STABILITY: SURFACE MOTION
 QP1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1957+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 QP1957
 QP1957  HISTORY     - Date     Condition        Report By
 QP1957  HISTORY     - 1978     MONUMENTED       MNDT
 QP1957  HISTORY     - 19930713 GOOD             MNDT
 QP1957  HISTORY     - 20021001 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1954 ***********************************************************************
 QP1954  DESIGNATION -  4704 H
 QP1954  PID         -  QP1954
 QP1954  STATE/COUNTY-  MN/MEEKER
 QP1954  USGS QUAD   -  LITCHFIELD NORTH (1994)
 QP1954
 QP1954                         *CURRENT SURVEY CONTROL
 QP1954  ___________________________________________________________________
 QP1954* NAD 83(1996)-  45 09 10.15108(N)    094 33 13.34169(W)     ADJUSTED  
 QP1954* NAVD 88     -       337.720  (meters)    1108.00   (feet)  ADJUSTED  
 QP1954  ___________________________________________________________________
 QP1954  X           -    -357,730.126 (meters)                     COMP
 QP1954  Y           -  -4,491,561.836 (meters)                     COMP
 QP1954  Z           -   4,499,561.781 (meters)                     COMP
 QP1954  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 QP1954  ELLIP HEIGHT-         310.80  (meters)          (08/20/03) GPS OBS
 QP1954  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 QP1954  DYNAMIC HT  -         337.696 (meters)    1107.92  (feet)  COMP
 QP1954  MODELED GRAV-     980,537.2   (mgal)                       NAVD 88
 QP1954
 QP1954  HORZ ORDER  -  FIRST
 QP1954  VERT ORDER  -  SECOND    CLASS I
 QP1954  ELLP ORDER  -  THIRD     CLASS I
 QP1954
 QP1954.The horizontal coordinates were established by GPS observations
 QP1954.and adjusted by the MN DEPT OF TRANSP in August 2003..
 QP1954
 QP1954.The orthometric height was determined by differential leveling
 QP1954.and adjusted by the National Geodetic Survey in June 1995..
 QP1954
 QP1954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1954
 QP1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1954
 QP1954.The ellipsoidal height was determined by GPS observations
 QP1954.and is referenced to NAD 83.
 QP1954
 QP1954.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1954;SPC MN S     -   339,357.137   756,459.155   MT  0.99998668   -0 23 17.2
 QP1954;UTM  15      - 5,001,101.136   377,870.212   MT  0.99978340   -1 06 06.1
 QP1954
 QP1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1954!SPC MN S     -   0.99995127  x   0.99998668  =   0.99993795
 QP1954!UTM  15      -   0.99995127  x   0.99978340  =   0.99973468
 QP1954
 QP1954                          SUPERSEDED SURVEY CONTROL
 QP1954
 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_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 - October 01, 2002
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1952 ***********************************************************************
 QP1952  DESIGNATION -  4704 J
 QP1952  PID         -  QP1952
 QP1952  STATE/COUNTY-  MN/MEEKER
 QP1952  USGS QUAD   -  LITCHFIELD NORTH (1994)
 QP1952
 QP1952                         *CURRENT SURVEY CONTROL
 QP1952  ___________________________________________________________________
 QP1952* NAD 83(1986)-  45 09 08.     (N)    094 32 36.     (W)     SCALED    
 QP1952* NAVD 88     -       338.236  (meters)    1109.70   (feet)  ADJUSTED  
 QP1952  ___________________________________________________________________
 QP1952  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 QP1952  DYNAMIC HT  -         338.213 (meters)    1109.62  (feet)  COMP
 QP1952  MODELED GRAV-     980,537.6   (mgal)                       NAVD 88
 QP1952
 QP1952  VERT ORDER  -  SECOND    CLASS I
 QP1952
 QP1952.The horizontal coordinates were scaled from a topographic map and have
 QP1952.an estimated accuracy of +/- 6 seconds.
 QP1952
 QP1952.The orthometric height was determined by differential leveling
 QP1952.and adjusted by the National Geodetic Survey in June 1995..
 QP1952
 QP1952.The geoid height was determined by GEOID03.
 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     -   339,290.      757,270.      MT  (+/- 180 meters Scaled)
 QP1952
 QP1952                          SUPERSEDED SURVEY CONTROL
 QP1952
 QP1952.No superseded survey control is available for this station.
 QP1952
 QP1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL786010(NAD 83)
 QP1952_MARKER: DB = BENCH MARK DISK
 QP1952_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP1952_SP_SET: PREFAB CONC. POST IN EARTH
 QP1952_STAMPING: 4704 J 1978
 QP1952_MARK LOGO: MNHD  
 QP1952_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QP1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1952+STABILITY: SURFACE MOTION
 QP1952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1952+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 QP1952
 QP1952  HISTORY     - Date     Condition        Report By
 QP1952  HISTORY     - 1978     MONUMENTED       MNDT
 QP1952  HISTORY     - 19930713 GOOD             MNDT
 QP1952  HISTORY     - 20021001 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1951 ***********************************************************************
 QP1951  DESIGNATION -  4704 K
 QP1951  PID         -  QP1951
 QP1951  STATE/COUNTY-  MN/MEEKER
 QP1951  USGS QUAD   -  LITCHFIELD NORTH (1994)
 QP1951
 QP1951                         *CURRENT SURVEY CONTROL
 QP1951  ___________________________________________________________________
 QP1951* NAD 83(1986)-  45 08 15.     (N)    094 31 41.     (W)     SCALED    
 QP1951* NAVD 88     -       338.398  (meters)    1110.23   (feet)  ADJUSTED  
 QP1951  ___________________________________________________________________
 QP1951  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 QP1951  DYNAMIC HT  -         338.376 (meters)    1110.16  (feet)  COMP
 QP1951  MODELED GRAV-     980,539.6   (mgal)                       NAVD 88
 QP1951
 QP1951  VERT ORDER  -  SECOND    CLASS I
 QP1951
 QP1951.The horizontal coordinates were scaled from a topographic map and have
 QP1951.an estimated accuracy of +/- 6 seconds.
 QP1951
 QP1951.The orthometric height was determined by differential leveling
 QP1951.and adjusted by the National Geodetic Survey in June 1995..
 QP1951
 QP1951.The geoid height was determined by GEOID03.
 QP1951
 QP1951.The dynamic height is computed by dividing the NAVD 88
 QP1951.geopotential number by the normal gravity value computed on the
 QP1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1951.degrees latitude (g = 980.6199 gals.).
 QP1951
 QP1951.The modeled gravity was interpolated from observed gravity values.
 QP1951
 QP1951;                    North         East    Units  Estimated Accuracy
 QP1951;SPC MN S     -   337,640.      758,470.      MT  (+/- 180 meters Scaled)
 QP1951
 QP1951                          SUPERSEDED SURVEY CONTROL
 QP1951
 QP1951.No superseded survey control is available for this station.
 QP1951
 QP1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK798993(NAD 83)
 QP1951_MARKER: DB = BENCH MARK DISK
 QP1951_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QP1951_SP_SET: CONCRETE BOX CULVERT
 QP1951_STAMPING: 4704 K 1978
 QP1951_MARK LOGO: MNDT  
 QP1951_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP1951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1951+STABILITY: SURFACE MOTION
 QP1951
 QP1951  HISTORY     - Date     Condition        Report By
 QP1951  HISTORY     - 1978     MONUMENTED       MNDT
 QP1951  HISTORY     - 19930712 MARK NOT FOUND   MNDT
 QP1951
 QP1951                          STATION DESCRIPTION
 QP1951
 QP1951'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1951'THE MARK IS LOCATED NEAR THE NORTH CITY LIMITS OF LITCHFIELD, 0.05
 QP1951'MILE (0.08 KM) SOUTH ALONG TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH
 QP1951'TRUNK HIGHWAY 22 IN LITCHFIELD, IN THE NE 1/4 OF SECTION 11, T119N,
 QP1951'R31W, AT TRUNK HIGHWAY 12 MILEPOINT 100.05.  THE MARK IS IN THE
 QP1951'SOUTHEAST CORNER OF A 12-FOOT BY 10-FOOT BOX CULVERT AT JEWITTS
 QP1951'CREEK, 37.5 FEET (11.4 M) EAST AND 3 FEET (0.9 M) LOWER THAN THE
 QP1951'CENTERLINE OF TRUNK HIGHWAY 12.  THE MARK, A STANDARD MNDT BENCH MARK
 QP1951'DISK STAMPED---4704 K 1978---, IS SET IN A DRILL HOLE IN THE
 QP1951'SOUTHEAST CORNER OF THE BOX CULVERT AND IS ABOUT 3 FEET (0.9 M) BELOW
 QP1951'THE LEVEL OF TRUNK HIGHWAY 12.
 QP1951
 QP1951                          STATION RECOVERY (1993)
 QP1951
 QP1951'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 QP1951'BOX CULVERT HAS BEEN EXTENDED OR REPLACED-STA IS NOW CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6772 ***********************************************************************
 DH6772  DESIGNATION -  4704 L
 DH6772  PID         -  DH6772
 DH6772  STATE/COUNTY-  MN/MEEKER
 DH6772  USGS QUAD   -  DARWIN (1982)
 DH6772
 DH6772                         *CURRENT SURVEY CONTROL
 DH6772  ___________________________________________________________________
 DH6772* NAD 83(1986)-  45 07 27.     (N)    094 29 13.     (W)     SCALED    
 DH6772* NAVD 88     -       344.383  (meters)    1129.86   (feet)  ADJUSTED  
 DH6772  ___________________________________________________________________
 DH6772  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DH6772  DYNAMIC HT  -         344.362 (meters)    1129.79  (feet)  COMP
 DH6772  MODELED GRAV-     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
 DH6772.and adjusted by the National Geodetic Survey in March 2006..
 DH6772
 DH6772.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DH6773 ***********************************************************************
 DH6773  DESIGNATION -  4704 M
 DH6773  PID         -  DH6773
 DH6773  STATE/COUNTY-  MN/MEEKER
 DH6773  USGS QUAD   -  LITCHFIELD NORTH (1994)
 DH6773
 DH6773                         *CURRENT SURVEY CONTROL
 DH6773  ___________________________________________________________________
 DH6773* NAD 83(1986)-  45 07 49.     (N)    094 30 08.     (W)     SCALED    
 DH6773* NAVD 88     -       342.850  (meters)    1124.83   (feet)  ADJUSTED  
 DH6773  ___________________________________________________________________
 DH6773  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DH6773  DYNAMIC HT  -         342.827 (meters)    1124.76  (feet)  COMP
 DH6773  MODELED GRAV-     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
 DH6773.and adjusted by the National Geodetic Survey in March 2006..
 DH6773
 DH6773.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DH6774 ***********************************************************************
 DH6774  DESIGNATION -  4704 N
 DH6774  PID         -  DH6774
 DH6774  STATE/COUNTY-  MN/MEEKER
 DH6774  USGS QUAD   -  LITCHFIELD NORTH (1994)
 DH6774
 DH6774                         *CURRENT SURVEY CONTROL
 DH6774  ___________________________________________________________________
 DH6774* NAD 83(1986)-  45 07 52.     (N)    094 30 29.     (W)     SCALED    
 DH6774* NAVD 88     -       341.445  (meters)    1120.22   (feet)  ADJUSTED  
 DH6774  ___________________________________________________________________
 DH6774  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DH6774  DYNAMIC HT  -         341.422 (meters)    1120.15  (feet)  COMP
 DH6774  MODELED GRAV-     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
 DH6774.and adjusted by the National Geodetic Survey in March 2006..
 DH6774
 DH6774.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DH6775 ***********************************************************************
 DH6775  DESIGNATION -  4704 P
 DH6775  PID         -  DH6775
 DH6775  STATE/COUNTY-  MN/MEEKER
 DH6775  USGS QUAD   -  LITCHFIELD NORTH (1994)
 DH6775
 DH6775                         *CURRENT SURVEY CONTROL
 DH6775  ___________________________________________________________________
 DH6775* NAD 83(1986)-  45 08 14.     (N)    094 30 21.     (W)     SCALED    
 DH6775* NAVD 88     -       338.283  (meters)    1109.85   (feet)  ADJUSTED  
 DH6775  ___________________________________________________________________
 DH6775  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DH6775  DYNAMIC HT  -         338.261 (meters)    1109.78  (feet)  COMP
 DH6775  MODELED GRAV-     980,540.7   (mgal)                       NAVD 88
 DH6775
 DH6775  VERT ORDER  -  SECOND    CLASS I
 DH6775
 DH6775.The horizontal coordinates were scaled from a topographic map and have
 DH6775.an estimated accuracy of +/- 6 seconds.
 DH6775
 DH6775.The orthometric height was determined by differential leveling
 DH6775.and adjusted by the National Geodetic Survey in March 2006..
 DH6775
 DH6775.The geoid height was determined by GEOID03.
 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     -   337,600.      760,210.      MT  (+/- 180 meters Scaled)
 DH6775
 DH6775                          SUPERSEDED SURVEY CONTROL
 DH6775
 DH6775.No superseded survey control is available for this station.
 DH6775
 DH6775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK816992(NAD 83)
 DH6775_MARKER: DV = VERTICAL CONTROL 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 - 1993
 DH6775_ROD/PIPE-DEPTH: 16.8 meters
 DH6775
 DH6775  HISTORY     - Date     Condition        Report By
 DH6775  HISTORY     - 1993     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6776 ***********************************************************************
 DH6776  DESIGNATION -  4704 Q
 DH6776  PID         -  DH6776
 DH6776  STATE/COUNTY-  MN/MEEKER
 DH6776  USGS QUAD   -  LITCHFIELD NORTH (1994)
 DH6776
 DH6776                         *CURRENT SURVEY CONTROL
 DH6776  ___________________________________________________________________
 DH6776* NAD 83(1986)-  45 08 44.     (N)    094 30 30.     (W)     SCALED    
 DH6776* NAVD 88     -       337.716  (meters)    1107.99   (feet)  ADJUSTED  
 DH6776  ___________________________________________________________________
 DH6776  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DH6776  DYNAMIC HT  -         337.693 (meters)    1107.91  (feet)  COMP
 DH6776  MODELED GRAV-     980,539.6   (mgal)                       NAVD 88
 DH6776
 DH6776  VERT ORDER  -  SECOND    CLASS I
 DH6776
 DH6776.The horizontal coordinates were scaled from a topographic map and have
 DH6776.an estimated accuracy of +/- 6 seconds.
 DH6776
 DH6776.The orthometric height was determined by differential leveling
 DH6776.and adjusted by the National Geodetic Survey in March 2006..
 DH6776
 DH6776.The geoid height was determined by GEOID03.
 DH6776
 DH6776.The dynamic height is computed by dividing the NAVD 88
 DH6776.geopotential number by the normal gravity value computed on the
 DH6776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6776.degrees latitude (g = 980.6199 gals.).
 DH6776
 DH6776.The modeled gravity was interpolated from observed gravity values.
 DH6776
 DH6776;                    North         East    Units  Estimated Accuracy
 DH6776;SPC MN S     -   338,530.      760,020.      MT  (+/- 180 meters Scaled)
 DH6776
 DH6776                          SUPERSEDED SURVEY CONTROL
 DH6776
 DH6776.No superseded survey control is available for this station.
 DH6776
 DH6776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL814002(NAD 83)
 DH6776_MARKER: DV = VERTICAL CONTROL DISK
 DH6776_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6776_STAMPING: 4704 Q 1993
 DH6776_MARK LOGO: MNDT  
 DH6776_PROJECTION: RECESSED 3 CENTIMETERS
 DH6776_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6776+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DH6776_ROD/PIPE-DEPTH: 10.7 meters
 DH6776
 DH6776  HISTORY     - Date     Condition        Report By
 DH6776  HISTORY     - 1993     MONUMENTED       MNDT
 DH6776
 DH6776                          STATION DESCRIPTION
 DH6776
 DH6776'DESCRIBED BY MN DEPT OF TRANSP 1993 (DKH)
 DH6776'THE MARK IS 2 MI (3.2 KM) NE OF LITCHFIELD, 1.3 MI (2.1 KM) EAST ALONG
 DH6776'TH 24 FROM JCT OF TH 12 AND TH 24 AT NORTH EDGE OF LITCHFIELD, AT TH
 DH6776'24 MP 1.3, 72.5 FT (22.1 M) SOUTH OF TH 24, 2.0 FT (0.6 M) WEST OF
 DH6776'P-POLE, 1.0 FT (0.3 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6777 ***********************************************************************
 DH6777  DESIGNATION -  4704 R
 DH6777  PID         -  DH6777
 DH6777  STATE/COUNTY-  MN/MEEKER
 DH6777  USGS QUAD   -  LITCHFIELD NORTH (1994)
 DH6777
 DH6777                         *CURRENT SURVEY CONTROL
 DH6777  ___________________________________________________________________
 DH6777* NAD 83(1986)-  45 08 57.     (N)    094 30 44.     (W)     SCALED    
 DH6777* NAVD 88     -       336.584  (meters)    1104.28   (feet)  ADJUSTED  
 DH6777  ___________________________________________________________________
 DH6777  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DH6777  DYNAMIC HT  -         336.561 (meters)    1104.20  (feet)  COMP
 DH6777  MODELED GRAV-     980,539.1   (mgal)                       NAVD 88
 DH6777
 DH6777  VERT ORDER  -  SECOND    CLASS I
 DH6777
 DH6777.The horizontal coordinates were scaled from a topographic map and have
 DH6777.an estimated accuracy of +/- 6 seconds.
 DH6777
 DH6777.The orthometric height was determined by differential leveling
 DH6777.and adjusted by the National Geodetic Survey in March 2006..
 DH6777
 DH6777.The geoid height was determined by GEOID03.
 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     -   338,930.      759,720.      MT  (+/- 180 meters Scaled)
 DH6777
 DH6777                          SUPERSEDED SURVEY CONTROL
 DH6777
 DH6777.No superseded survey control is available for this station.
 DH6777
 DH6777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL811006(NAD 83)
 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 3 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 - 1993
 DH6777_ROD/PIPE-DEPTH:  7.6 meters
 DH6777
 DH6777  HISTORY     - Date     Condition        Report By
 DH6777  HISTORY     - 1993     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6778 ***********************************************************************
 DH6778  DESIGNATION -  4704 S
 DH6778  PID         -  DH6778
 DH6778  STATE/COUNTY-  MN/MEEKER
 DH6778  USGS QUAD   -  LITCHFIELD NORTH (1994)
 DH6778
 DH6778                         *CURRENT SURVEY CONTROL
 DH6778  ___________________________________________________________________
 DH6778* NAD 83(1986)-  45 09 09.     (N)    094 31 26.     (W)     SCALED    
 DH6778* NAVD 88     -       339.622  (meters)    1114.24   (feet)  ADJUSTED  
 DH6778  ___________________________________________________________________
 DH6778  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 DH6778  DYNAMIC HT  -         339.599 (meters)    1114.17  (feet)  COMP
 DH6778  MODELED GRAV-     980,538.3   (mgal)                       NAVD 88
 DH6778
 DH6778  VERT ORDER  -  SECOND    CLASS I
 DH6778
 DH6778.The horizontal coordinates were scaled from a topographic map and have
 DH6778.an estimated accuracy of +/- 6 seconds.
 DH6778
 DH6778.The orthometric height was determined by differential leveling
 DH6778.and adjusted by the National Geodetic Survey in March 2006..
 DH6778
 DH6778.The geoid height was determined by GEOID03.
 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     -   339,310.      758,800.      MT  (+/- 180 meters Scaled)
 DH6778
 DH6778                          SUPERSEDED SURVEY CONTROL
 DH6778
 DH6778.No superseded survey control is available for this station.
 DH6778
 DH6778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL802010(NAD 83)
 DH6778_MARKER: DV = VERTICAL CONTROL 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 = OCTOBER  6, 2006
 DH6779 ***********************************************************************
 DH6779  DESIGNATION -  4704 T
 DH6779  PID         -  DH6779
 DH6779  STATE/COUNTY-  MN/MEEKER
 DH6779  USGS QUAD   -  LITCHFIELD NORTH (1994)
 DH6779
 DH6779                         *CURRENT SURVEY CONTROL
 DH6779  ___________________________________________________________________
 DH6779* NAD 83(1986)-  45 09 12.     (N)    094 31 50.     (W)     SCALED    
 DH6779* NAVD 88     -       338.038  (meters)    1109.05   (feet)  ADJUSTED  
 DH6779  ___________________________________________________________________
 DH6779  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DH6779  DYNAMIC HT  -         338.014 (meters)    1108.97  (feet)  COMP
 DH6779  MODELED GRAV-     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
 DH6779.and adjusted by the National Geodetic Survey in March 2006..
 DH6779
 DH6779.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0334 ***********************************************************************
 QP0334  DESIGNATION -  4705 A
 QP0334  PID         -  QP0334
 QP0334  STATE/COUNTY-  MN/MEEKER
 QP0334  USGS QUAD   -  DARWIN (1982)
 QP0334
 QP0334                         *CURRENT SURVEY CONTROL
 QP0334  ___________________________________________________________________
 QP0334* NAD 83(1986)-  45 07 00.     (N)    094 28 49.     (W)     SCALED    
 QP0334* NAVD 88     -       342.288  (meters)    1122.99   (feet)  ADJUSTED  
 QP0334  ___________________________________________________________________
 QP0334  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 QP0334  DYNAMIC HT  -         342.267 (meters)    1122.92  (feet)  COMP
 QP0334  MODELED GRAV-     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
 QP0334.and adjusted by the National Geodetic Survey in March 2006..
 QP0334
 QP0334.The geoid height was determined by GEOID03.
 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)  342.277  (m)         1122.95   (f) UNKNOWN     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_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 = OCTOBER  6, 2006
 QP0327 ***********************************************************************
 QP0327  DESIGNATION -  4705 B
 QP0327  PID         -  QP0327
 QP0327  STATE/COUNTY-  MN/MEEKER
 QP0327  USGS QUAD   -  DARWIN (1982)
 QP0327
 QP0327                         *CURRENT SURVEY CONTROL
 QP0327  ___________________________________________________________________
 QP0327* NAD 83(1986)-  45 06 18.     (N)    094 25 49.     (W)     SCALED    
 QP0327* NAVD 88     -       343.270  (meters)    1126.21   (feet)  ADJUSTED  
 QP0327  ___________________________________________________________________
 QP0327  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 QP0327  DYNAMIC HT  -         343.251 (meters)    1126.15  (feet)  COMP
 QP0327  MODELED GRAV-     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
 QP0327.and adjusted by the National Geodetic Survey in June 1991..
 QP0327
 QP0327.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0321 ***********************************************************************
 QP0321  DESIGNATION -  4705 C
 QP0321  PID         -  QP0321
 QP0321  STATE/COUNTY-  MN/MEEKER
 QP0321  USGS QUAD   -  DARWIN (1982)
 QP0321
 QP0321                         *CURRENT SURVEY CONTROL
 QP0321  ___________________________________________________________________
 QP0321* NAD 83(1986)-  45 05 42.     (N)    094 24 01.     (W)     SCALED    
 QP0321* NAVD 88     -       338.649  (meters)    1111.05   (feet)  ADJUSTED  
 QP0321  ___________________________________________________________________
 QP0321  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 QP0321  DYNAMIC HT  -         338.629 (meters)    1110.99  (feet)  COMP
 QP0321  MODELED GRAV-     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
 QP0321.and adjusted by the National Geodetic Survey in June 1991..
 QP0321
 QP0321.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP0306 ***********************************************************************
 QP0306  DESIGNATION -  4705 D
 QP0306  PID         -  QP0306
 QP0306  STATE/COUNTY-  MN/MEEKER
 QP0306  USGS QUAD   -  DASSEL (1982)
 QP0306
 QP0306                         *CURRENT SURVEY CONTROL
 QP0306  ___________________________________________________________________
 QP0306* NAD 83(1986)-  45 04 54.     (N)    094 20 19.     (W)     SCALED    
 QP0306* NAVD 88     -       336.022  (meters)    1102.43   (feet)  ADJUSTED  
 QP0306  ___________________________________________________________________
 QP0306  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 QP0306  DYNAMIC HT  -         336.001 (meters)    1102.36  (feet)  COMP
 QP0306  MODELED GRAV-     980,544.6   (mgal)                       NAVD 88
 QP0306
 QP0306  VERT ORDER  -  SECOND    CLASS I
 QP0306
 QP0306.The horizontal coordinates were scaled from a topographic map and have
 QP0306.an estimated accuracy of +/- 6 seconds.
 QP0306
 QP0306.The orthometric height was determined by differential leveling
 QP0306.and adjusted by the National Geodetic Survey in June 1991..
 QP0306
 QP0306.The geoid height was determined by GEOID03.
 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     -   331,360.      773,340.      MT  (+/- 180 meters Scaled)
 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: 15TUK946928(NAD 83)
 QP0306_MARKER: DD = SURVEY DISK
 QP0306_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP0306_SP_SET: 48 FT.
 QP0306_STAMPING: 4705 D 1976
 QP0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0306
 QP0306  HISTORY     - Date     Condition        Report By
 QP0306  HISTORY     - 1976     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0302 ***********************************************************************
 QP0302  DESIGNATION -  4705 E
 QP0302  PID         -  QP0302
 QP0302  STATE/COUNTY-  MN/MEEKER
 QP0302  USGS QUAD   -  DASSEL (1982)
 QP0302
 QP0302                         *CURRENT SURVEY CONTROL
 QP0302  ___________________________________________________________________
 QP0302* NAD 83(1986)-  45 04 54.     (N)    094 18 31.     (W)     SCALED    
 QP0302* NAVD 88     -       331.262  (meters)    1086.82   (feet)  ADJUSTED  
 QP0302  ___________________________________________________________________
 QP0302  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 QP0302  DYNAMIC HT  -         331.241 (meters)    1086.75  (feet)  COMP
 QP0302  MODELED GRAV-     980,544.0   (mgal)                       NAVD 88
 QP0302
 QP0302  VERT ORDER  -  SECOND    CLASS I
 QP0302
 QP0302.The horizontal coordinates were scaled from a topographic map and have
 QP0302.an estimated accuracy of +/- 6 seconds.
 QP0302
 QP0302.The orthometric height was determined by differential leveling
 QP0302.and adjusted by the National Geodetic Survey in June 1991..
 QP0302
 QP0302.The geoid height was determined by GEOID03.
 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     -   331,350.      775,700.      MT  (+/- 180 meters Scaled)
 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: 15TUK970928(NAD 83)
 QP0302_MARKER: DV = VERTICAL CONTROL DISK
 QP0302_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QP0302+WITH SETTING: PAVEMENT
 QP0302_SP_SET: WATER TANK FOOTING
 QP0302_STAMPING: 4705 E 1976
 QP0302_MARK LOGO: MNDT  
 QP0302_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QP0302+STABILITY: POSITION/ELEVATION WELL
 QP0302
 QP0302  HISTORY     - Date     Condition        Report By
 QP0302  HISTORY     - 1976     MONUMENTED       MNDT
 QP0302  HISTORY     - 19860701 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0294 ***********************************************************************
 QP0294  DESIGNATION -  4705 F
 QP0294  PID         -  QP0294
 QP0294  STATE/COUNTY-  MN/MEEKER
 QP0294  USGS QUAD   -  DASSEL (1982)
 QP0294
 QP0294                         *CURRENT SURVEY CONTROL
 QP0294  ___________________________________________________________________
 QP0294* NAD 83(1986)-  45 04 54.     (N)    094 15 37.     (W)     SCALED    
 QP0294* NAVD 88     -       312.995  (meters)    1026.88   (feet)  ADJUSTED  
 QP0294  ___________________________________________________________________
 QP0294  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 QP0294  DYNAMIC HT  -         312.973 (meters)    1026.81  (feet)  COMP
 QP0294  MODELED GRAV-     980,538.5   (mgal)                       NAVD 88
 QP0294
 QP0294  VERT ORDER  -  SECOND    CLASS I
 QP0294
 QP0294.The horizontal coordinates were scaled from a topographic map and have
 QP0294.an estimated accuracy of +/- 6 seconds.
 QP0294
 QP0294.The orthometric height was determined by differential leveling
 QP0294.and adjusted by the National Geodetic Survey in June 1991..
 QP0294
 QP0294.The geoid height was determined by GEOID03.
 QP0294
 QP0294.The dynamic height is computed by dividing the NAVD 88
 QP0294.geopotential number by the normal gravity value computed on the
 QP0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0294.degrees latitude (g = 980.6199 gals.).
 QP0294
 QP0294.The modeled gravity was interpolated from observed gravity values.
 QP0294
 QP0294;                    North         East    Units  Estimated Accuracy
 QP0294;SPC MN S     -   331,340.      779,510.      MT  (+/- 180 meters Scaled)
 QP0294
 QP0294                          SUPERSEDED SURVEY CONTROL
 QP0294
 QP0294  NGVD 29 (??/??/92)  312.916  (m)         1026.63   (f) ADJ UNCH    2 1
 QP0294
 QP0294.Superseded values are not recommended for survey control.
 QP0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0294.See file dsdata.txt to determine how the superseded data were derived.
 QP0294
 QP0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK008927(NAD 83)
 QP0294_MARKER: DD = SURVEY DISK
 QP0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0294_SP_SET: BRIDGE
 QP0294_STAMPING: 4705 F 1976
 QP0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0294
 QP0294  HISTORY     - Date     Condition        Report By
 QP0294  HISTORY     - 1976     MONUMENTED       MNDT
 QP0294
 QP0294                          STATION DESCRIPTION
 QP0294
 QP0294'DESCRIBED BY MN DEPT OF TRANSP 1976
 QP0294'2.5 MI E FROM DASSEL.
 QP0294'THE MARK IS LOCATED 2.5 MILES EAST ALONG TRUNK HIGHWAY 12 FROM THE
 QP0294'EAST JUNCTION OF TRUNK HIGHWAYS 12 AND 14 AT DASSEL.  IT IS AT TRUNK
 QP0294'HIGHWAY 12 MILEPOINT 114.4.  IT IS 26.7 FEET NORTH OF AND ABOUT 2 FEET
 QP0294'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 12.  IT IS STANDARD
 QP0294'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK
 QP0294'CEMENTED INTO THE NORTHWEST CORNER (HEADWALL) BRIDGE NUMBER 4814 (A
 QP0294'DOUBLE BOX CULVERT 27 FOOT WIDE BY 10 FOOT DEEP).  BRIDGE NUMBER 4814
 QP0294'CARRIES TRUNK HIGHWAY 12 OVER COLLINWOOD CREEK.  SE 1/4 SECTION 25, T
 QP0294'119N, R 28W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4456 ***********************************************************************
 DG4456  DESIGNATION -  4705 G
 DG4456  PID         -  DG4456
 DG4456  STATE/COUNTY-  MN/MEEKER
 DG4456  USGS QUAD   -  DASSEL (1982)
 DG4456
 DG4456                         *CURRENT SURVEY CONTROL
 DG4456  ___________________________________________________________________
 DG4456* NAD 83(1996)-  45 04 53.56048(N)    094 17 24.62396(W)     ADJUSTED  
 DG4456* NAVD 88     -       317.81   (meters)    1042.7    (feet)  LEVELING  
 DG4456  ___________________________________________________________________
 DG4456  X           -    -337,486.230 (meters)                     COMP
 DG4456  Y           -  -4,498,742.556 (meters)                     COMP
 DG4456  Z           -   4,493,957.630 (meters)                     COMP
 DG4456  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 DG4456  ELLIP HEIGHT-         290.63  (meters)          (02/25/04) GPS OBS
 DG4456  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DG4456
 DG4456  HORZ ORDER  -  FIRST
 DG4456  VERT ORDER  -  THIRD ?
 DG4456  ELLP ORDER  -  THIRD     CLASS I
 DG4456
 DG4456.The horizontal coordinates were established by GPS observations
 DG4456.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4456
 DG4456.The orthometric height was determined by differential leveling.
 DG4456.The vertical network tie was performed by a horz. field party for horz.
 DG4456.obs reductions. Reset procedures were used to establish the elevation.
 DG4456
 DG4456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4456
 DG4456.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4456
 DG4456.The ellipsoidal height was determined by GPS observations
 DG4456.and is referenced to NAD 83.
 DG4456
 DG4456.The geoid height was determined by GEOID03.
 DG4456
 DG4456;                    North         East     Units Scale Factor Converg.
 DG4456;SPC MN S     -   331,329.279   777,153.887   MT  0.99997328   -0 12 12.2
 DG4456;UTM  15      - 4,992,818.645   398,458.956   MT  0.99972678   -0 54 49.2
 DG4456
 DG4456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4456!SPC MN S     -   0.99995444  x   0.99997328  =   0.99992772
 DG4456!UTM  15      -   0.99995444  x   0.99972678  =   0.99968123
 DG4456
 DG4456                          SUPERSEDED SURVEY CONTROL
 DG4456
 DG4456.No superseded survey control is available for this station.
 DG4456
 DG4456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9845992819(NAD 83)
 DG4456_MARKER: DD = SURVEY DISK
 DG4456_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4456_STAMPING: 4705 G 2002
 DG4456_MARK LOGO: MNDT  
 DG4456_PROJECTION: FLUSH
 DG4456_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4456+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG4456_ROD/PIPE-DEPTH:  7.6 meters
 DG4456
 DG4456  HISTORY     - Date     Condition        Report By
 DG4456  HISTORY     - 2002     MONUMENTED       MNDT
 DG4456
 DG4456                          STATION DESCRIPTION
 DG4456
 DG4456'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG4456'THE MARK IS 1 MI (1.6 KM) EAST OF DASSEL, 1.75 MI (2.82 KM) EAST ALONG
 DG4456'TH 12 FROM JCT OF TH 12 AND TH 15 (0.6 MI WEST OF DASSEL) , AT TH 12
 DG4456'MP 113.0, 65.8 FT (20.1 M) EAST OF ENT, 5 4.7 FT (1.4 M) NORTH OF TH
 DG4456'12, 53.6 FT (16.3 M) SE OF P-POLE, 9.7 FT (3.0 M) NORTH OF BIKE TRAIL,
 DG4456'3.3 FT (1.0 M) SOUTH OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DG4456'CONTROL MARK DISK SET ON TOP OF A 25 FT (7.6 M) DRIVEN ROD WITH A 3 FT
 DG4456'(0.9 M) STABILIZER FIN, IS FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1511 ***********************************************************************
 PQ1511  DESIGNATION -  4706 A
 PQ1511  PID         -  PQ1511
 PQ1511  STATE/COUNTY-  MN/MEEKER
 PQ1511  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1511
 PQ1511                         *CURRENT SURVEY CONTROL
 PQ1511  ___________________________________________________________________
 PQ1511* NAD 83(1986)-  44 59 10.     (N)    094 21 59.     (W)     SCALED    
 PQ1511* NAVD 88     -       338.901  (meters)    1111.88   (feet)  ADJUSTED  
 PQ1511  ___________________________________________________________________
 PQ1511  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 PQ1511  DYNAMIC HT  -         338.876 (meters)    1111.80  (feet)  COMP
 PQ1511  MODELED GRAV-     980,534.2   (mgal)                       NAVD 88
 PQ1511
 PQ1511  VERT ORDER  -  SECOND    CLASS I
 PQ1511
 PQ1511.The horizontal coordinates were scaled from a topographic map and have
 PQ1511.an estimated accuracy of +/- 6 seconds.
 PQ1511
 PQ1511.The orthometric height was determined by differential leveling
 PQ1511.and adjusted by the National Geodetic Survey in June 1995..
 PQ1511
 PQ1511.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ1511;SPC MN S     -   320,750.      771,110.      MT  (+/- 180 meters Scaled)
 PQ1511
 PQ1511                          SUPERSEDED SURVEY CONTROL
 PQ1511
 PQ1511.No superseded survey control is available for this station.
 PQ1511
 PQ1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK922823(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1511
 PQ1511  HISTORY     - Date     Condition        Report By
 PQ1511  HISTORY     - 1986     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1512 ***********************************************************************
 PQ1512  DESIGNATION -  4706 B
 PQ1512  PID         -  PQ1512
 PQ1512  STATE/COUNTY-  MN/MEEKER
 PQ1512  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1512
 PQ1512                         *CURRENT SURVEY CONTROL
 PQ1512  ___________________________________________________________________
 PQ1512* NAD 83(1986)-  44 59 48.     (N)    094 22 05.     (W)     SCALED    
 PQ1512* NAVD 88     -       331.598  (meters)    1087.92   (feet)  ADJUSTED  
 PQ1512  ___________________________________________________________________
 PQ1512  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PQ1512  DYNAMIC HT  -         331.574 (meters)    1087.84  (feet)  COMP
 PQ1512  MODELED GRAV-     980,536.2   (mgal)                       NAVD 88
 PQ1512
 PQ1512  VERT ORDER  -  SECOND    CLASS I
 PQ1512
 PQ1512.The horizontal coordinates were scaled from a topographic map and have
 PQ1512.an estimated accuracy of +/- 6 seconds.
 PQ1512
 PQ1512.The orthometric height was determined by differential leveling
 PQ1512.and adjusted by the National Geodetic Survey in June 1995..
 PQ1512
 PQ1512.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ1512;SPC MN S     -   321,920.      770,980.      MT  (+/- 180 meters Scaled)
 PQ1512
 PQ1512                          SUPERSEDED SURVEY CONTROL
 PQ1512
 PQ1512.No superseded survey control is available for this station.
 PQ1512
 PQ1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK921834(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1512
 PQ1512  HISTORY     - Date     Condition        Report By
 PQ1512  HISTORY     - 1986     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1980 ***********************************************************************
 QP1980  DESIGNATION -  4706 C
 QP1980  PID         -  QP1980
 QP1980  STATE/COUNTY-  MN/MEEKER
 QP1980  USGS QUAD   -  DASSEL (1982)
 QP1980
 QP1980                         *CURRENT SURVEY CONTROL
 QP1980  ___________________________________________________________________
 QP1980* NAD 83(1996)-  45 01 20.51767(N)    094 22 09.80102(W)     ADJUSTED  
 QP1980* NAVD 88     -       331.371  (meters)    1087.17   (feet)  ADJUSTED  
 QP1980  ___________________________________________________________________
 QP1980  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 QP1980  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 QP1980  DYNAMIC HT  -         331.348 (meters)    1087.10  (feet)  COMP
 QP1980  MODELED GRAV-     980,540.1   (mgal)                       NAVD 88
 QP1980
 QP1980  HORZ ORDER  -  SECOND
 QP1980  VERT ORDER  -  SECOND    CLASS I
 QP1980
 QP1980.The horizontal coordinates were established by classical geodetic methods
 QP1980.and adjusted by the National Geodetic Survey in March 1999..
 QP1980
 QP1980.The orthometric height was determined by differential leveling
 QP1980.and adjusted by the National Geodetic Survey in June 1995..
 QP1980
 QP1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1980
 QP1980.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1980;SPC MN S     -   324,778.039   770,887.332   MT  0.99996335   -0 15 32.1
 QP1980;UTM  15      - 4,986,347.078   392,113.176   MT  0.99974312   -0 58 07.6
 QP1980
 QP1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1980!SPC MN S     -   0.99995229  x   0.99996335  =   0.99991564
 QP1980!UTM  15      -   0.99995229  x   0.99974312  =   0.99969542
 QP1980
 QP1980                          SUPERSEDED SURVEY CONTROL
 QP1980
 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_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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1980
 QP1980  HISTORY     - Date     Condition        Report By
 QP1980  HISTORY     - 1986     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1984 ***********************************************************************
 QP1984  DESIGNATION -  4706 D
 QP1984  PID         -  QP1984
 QP1984  STATE/COUNTY-  MN/MEEKER
 QP1984  USGS QUAD   -  DASSEL (1982)
 QP1984
 QP1984                         *CURRENT SURVEY CONTROL
 QP1984  ___________________________________________________________________
 QP1984* NAD 83(1996)-  45 01 47.46521(N)    094 22 02.76363(W)     ADJUSTED  
 QP1984* NAVD 88     -       332.641  (meters)    1091.34   (feet)  ADJUSTED  
 QP1984  ___________________________________________________________________
 QP1984  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 QP1984  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 QP1984  DYNAMIC HT  -         332.619 (meters)    1091.27  (feet)  COMP
 QP1984  MODELED GRAV-     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
 QP1984.and adjusted by the National Geodetic Survey in June 1995..
 QP1984
 QP1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1984
 QP1984.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1984;SPC MN S     -   325,609.179   771,045.137   MT  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  =   0.99991663
 QP1984!UTM  15      -   0.99995209  x   0.99974268  =   0.99969478
 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_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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1984
 QP1984  HISTORY     - Date     Condition        Report By
 QP1984  HISTORY     - 1986     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1985 ***********************************************************************
 QP1985  DESIGNATION -  4706 E
 QP1985  PID         -  QP1985
 QP1985  STATE/COUNTY-  MN/MEEKER
 QP1985  USGS QUAD   -  DASSEL (1982)
 QP1985
 QP1985                         *CURRENT SURVEY CONTROL
 QP1985  ___________________________________________________________________
 QP1985* NAD 83(1996)-  45 02 12.54209(N)    094 21 58.53506(W)     ADJUSTED  
 QP1985* NAVD 88     -       325.727  (meters)    1068.66   (feet)  ADJUSTED  
 QP1985  ___________________________________________________________________
 QP1985  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 QP1985  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 QP1985  DYNAMIC HT  -         325.706 (meters)    1068.59  (feet)  COMP
 QP1985  MODELED GRAV-     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
 QP1985.and adjusted by the National Geodetic Survey in June 1995..
 QP1985
 QP1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1985
 QP1985.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1985;SPC MN S     -   326,382.855   771,141.166   MT  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     -   0.99995317  x   0.99996567  =   0.99991885
 QP1985!UTM  15      -   0.99995317  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: 15TUK9238787948(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1985
 QP1985  HISTORY     - Date     Condition        Report By
 QP1985  HISTORY     - 1986     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1986 ***********************************************************************
 QP1986  DESIGNATION -  4706 F
 QP1986  PID         -  QP1986
 QP1986  STATE/COUNTY-  MN/MEEKER
 QP1986  USGS QUAD   -  DASSEL (1982)
 QP1986
 QP1986                         *CURRENT SURVEY CONTROL
 QP1986  ___________________________________________________________________
 QP1986* NAD 83(1986)-  45 02 30.     (N)    094 21 29.     (W)     SCALED    
 QP1986* NAVD 88     -       334.131  (meters)    1096.23   (feet)  ADJUSTED  
 QP1986  ___________________________________________________________________
 QP1986  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 QP1986  DYNAMIC HT  -         334.110 (meters)    1096.16  (feet)  COMP
 QP1986  MODELED GRAV-     980,542.2   (mgal)                       NAVD 88
 QP1986
 QP1986  VERT ORDER  -  SECOND    CLASS I
 QP1986
 QP1986.The horizontal coordinates were scaled from a topographic map and have
 QP1986.an estimated accuracy of +/- 6 seconds.
 QP1986
 QP1986.The orthometric height was determined by differential leveling
 QP1986.and adjusted by the National Geodetic Survey in June 1995..
 QP1986
 QP1986.The geoid height was determined by GEOID03.
 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     -   326,920.      771,790.      MT  (+/- 180 meters Scaled)
 QP1986
 QP1986                          SUPERSEDED SURVEY CONTROL
 QP1986
 QP1986.No superseded survey control is available for this station.
 QP1986
 QP1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK930884(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1986
 QP1986  HISTORY     - Date     Condition        Report By
 QP1986  HISTORY     - 1986     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1987 ***********************************************************************
 QP1987  DESIGNATION -  4706 G
 QP1987  PID         -  QP1987
 QP1987  STATE/COUNTY-  MN/MEEKER
 QP1987  USGS QUAD   -  DASSEL (1982)
 QP1987
 QP1987                         *CURRENT SURVEY CONTROL
 QP1987  ___________________________________________________________________
 QP1987* NAD 83(1996)-  45 03 14.17444(N)    094 19 58.76940(W)     ADJUSTED  
 QP1987* NAVD 88     -       331.837  (meters)    1088.70   (feet)  ADJUSTED  
 QP1987  ___________________________________________________________________
 QP1987  X           -    -341,012.991 (meters)                     COMP
 QP1987  Y           -  -4,500,664.942 (meters)                     COMP
 QP1987  Z           -   4,491,800.626 (meters)                     COMP
 QP1987  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 QP1987  ELLIP HEIGHT-         304.74  (meters)          (02/25/04) GPS OBS
 QP1987  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 QP1987  DYNAMIC HT  -         331.815 (meters)    1088.63  (feet)  COMP
 QP1987  MODELED GRAV-     980,542.2   (mgal)                       NAVD 88
 QP1987
 QP1987  HORZ ORDER  -  FIRST
 QP1987  VERT ORDER  -  SECOND    CLASS I
 QP1987  ELLP ORDER  -  THIRD     CLASS I
 QP1987
 QP1987.The horizontal coordinates were established by GPS observations
 QP1987.and adjusted by the MN DEPT OF TRANSP in February 2004..
 QP1987
 QP1987.The orthometric height was determined by differential leveling
 QP1987.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 QP1987
 QP1987.The ellipsoidal height was determined by GPS observations
 QP1987.and is referenced to NAD 83.
 QP1987
 QP1987.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1987;SPC MN S     -   328,274.167   773,770.218   MT  0.99996851   -0 14 00.3
 QP1987;UTM  15      - 4,989,806.430   395,038.499   MT  0.99973546   -0 56 36.7
 QP1987
 QP1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1987!SPC MN S     -   0.99995222  x   0.99996851  =   0.99992073
 QP1987!UTM  15      -   0.99995222  x   0.99973546  =   0.99968770
 QP1987
 QP1987                          SUPERSEDED SURVEY CONTROL
 QP1987
 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_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 - July 20, 2005
 QP1987_ROD/PIPE-DEPTH:  9.1 meters
 QP1987
 QP1987  HISTORY     - Date     Condition        Report By
 QP1987  HISTORY     - 1986     MONUMENTED       MNDT
 QP1987  HISTORY     - 20030701 GOOD             MNDT
 QP1987  HISTORY     - 20050720 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 (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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1988 ***********************************************************************
 QP1988  DESIGNATION -  4706 H
 QP1988  PID         -  QP1988
 QP1988  STATE/COUNTY-  MN/MEEKER
 QP1988  USGS QUAD   -  DASSEL (1982)
 QP1988
 QP1988                         *CURRENT SURVEY CONTROL
 QP1988  ___________________________________________________________________
 QP1988* NAD 83(1996)-  45 03 44.47493(N)    094 19 42.83236(W)     ADJUSTED  
 QP1988* NAVD 88     -       331.913  (meters)    1088.95   (feet)  ADJUSTED  
 QP1988  ___________________________________________________________________
 QP1988  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 QP1988  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 QP1988  DYNAMIC HT  -         331.891 (meters)    1088.88  (feet)  COMP
 QP1988  MODELED GRAV-     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
 QP1988.and adjusted by the National Geodetic Survey in June 1995..
 QP1988
 QP1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1988
 QP1988.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1988;SPC MN S     -   329,208.103   774,122.687   MT  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     -   0.99995221  x   0.99996994  =   0.99992215
 QP1988!UTM  15      -   0.99995221  x   0.99973453  =   0.99968675
 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: 15TUK9540290736(NAD 83)
 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 - April 18, 2005
 QP1988_ROD/PIPE-DEPTH:  9.1 meters
 QP1988
 QP1988  HISTORY     - Date     Condition        Report By
 QP1988  HISTORY     - 1986     MONUMENTED       MNDT
 QP1988  HISTORY     - 20050418 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 (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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1989 ***********************************************************************
 QP1989  DESIGNATION -  4706 J
 QP1989  PID         -  QP1989
 QP1989  STATE/COUNTY-  MN/MEEKER
 QP1989  USGS QUAD   -  DASSEL (1982)
 QP1989
 QP1989                         *CURRENT SURVEY CONTROL
 QP1989  ___________________________________________________________________
 QP1989* NAD 83(1996)-  45 04 11.99862(N)    094 19 11.73175(W)     ADJUSTED  
 QP1989* NAVD 88     -       335.604  (meters)    1101.06   (feet)  ADJUSTED  
 QP1989  ___________________________________________________________________
 QP1989  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 QP1989  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 QP1989  DYNAMIC HT  -         335.582 (meters)    1100.99  (feet)  COMP
 QP1989  MODELED GRAV-     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
 QP1989.and adjusted by the National Geodetic Survey in June 1995..
 QP1989
 QP1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1989
 QP1989.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1989;SPC MN S     -   330,055.037   774,806.410   MT  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: 15TUK9609691574(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7416 ***********************************************************************
 DH7416  DESIGNATION -  4707 A
 DH7416  PID         -  DH7416
 DH7416  STATE/COUNTY-  MN/MEEKER
 DH7416  USGS QUAD   -  DASSEL (1982)
 DH7416
 DH7416                         *CURRENT SURVEY CONTROL
 DH7416  ___________________________________________________________________
 DH7416* NAD 83(1996)-  45 05 42.86178(N)    094 19 20.42019(W)     ADJUSTED  
 DH7416* NAVD 88     -       362.29   (meters)    1188.6    (feet)  LEVELING  
 DH7416  ___________________________________________________________________
 DH7416  X           -    -339,932.885 (meters)                     COMP
 DH7416  Y           -  -4,497,508.918 (meters)                     COMP
 DH7416  Z           -   4,495,063.754 (meters)                     COMP
 DH7416  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 DH7416  ELLIP HEIGHT-         335.18  (meters)          (12/29/05) GPS OBS
 DH7416  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DH7416
 DH7416  HORZ ORDER  -  FIRST
 DH7416  VERT ORDER  -  THIRD ?
 DH7416  ELLP ORDER  -  FOURTH    CLASS I
 DH7416
 DH7416.The horizontal coordinates were established by GPS observations
 DH7416.and adjusted by the MN DEPT OF TRANSP in December 2005..
 DH7416
 DH7416.The orthometric height was determined by differential leveling.
 DH7416.The vertical network tie was performed by a horz. field party for horz.
 DH7416.obs reductions. Reset procedures were used to establish the elevation.
 DH7416
 DH7416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7416
 DH7416.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7416
 DH7416.The ellipsoidal height was determined by GPS observations
 DH7416.and is referenced to NAD 83.
 DH7416
 DH7416.The geoid height was determined by GEOID03.
 DH7416
 DH7416;                    North         East     Units Scale Factor Converg.
 DH7416;SPC MN S     -   332,860.669   774,627.416   MT  0.99997573   -0 13 33.4
 DH7416;UTM  15      - 4,994,380.863   395,952.283   MT  0.99973311   -0 56 12.0
 DH7416
 DH7416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7416!SPC MN S     -   0.99994745  x   0.99997573  =   0.99992318
 DH7416!UTM  15      -   0.99994745  x   0.99973311  =   0.99968058
 DH7416
 DH7416                          SUPERSEDED SURVEY CONTROL
 DH7416
 DH7416.No superseded survey control is available for this station.
 DH7416
 DH7416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9595294381(NAD 83)
 DH7416_MARKER: DD = SURVEY DISK
 DH7416_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH7416_STAMPING: 4707 A 2005
 DH7416_MARK LOGO: MNDT  
 DH7416_PROJECTION: FLUSH
 DH7416_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7416+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH7416_ROD/PIPE-DEPTH:  9.1 meters
 DH7416
 DH7416  HISTORY     - Date     Condition        Report By
 DH7416  HISTORY     - 2005     MONUMENTED       MNDT
 DH7416
 DH7416                          STATION DESCRIPTION
 DH7416
 DH7416'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH7416'1.0 MILES NORTHWEST OF DASSEL, 1.0 MILES NORTH ALONG TRUNK HIGHWAY 15
 DH7416'FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 12 AT DASSEL, AT T
 DH7416'RUNK HIGHWAY 15 MILEPOINT 117.60, 113.3 FEET EAST OF TRUNK HIGHWAY 15,
 DH7416'88.3 FEET SOUTH OF 24TH STREET, 1.2 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7417 ***********************************************************************
 DH7417  DESIGNATION -  4707 B
 DH7417  PID         -  DH7417
 DH7417  STATE/COUNTY-  MN/MEEKER
 DH7417  USGS QUAD   -  KINGSTON (1982)
 DH7417
 DH7417                         *CURRENT SURVEY CONTROL
 DH7417  ___________________________________________________________________
 DH7417* NAD 83(1996)-  45 07 56.51372(N)    094 19 12.05456(W)     ADJUSTED  
 DH7417* NAVD 88     -       312.54   (meters)    1025.4    (feet)  LEVELING  
 DH7417  ___________________________________________________________________
 DH7417  X           -    -339,527.619 (meters)                     COMP
 DH7417  Y           -  -4,494,572.580 (meters)                     COMP
 DH7417  Z           -   4,497,940.277 (meters)                     COMP
 DH7417  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 DH7417  ELLIP HEIGHT-         285.39  (meters)          (12/29/05) GPS OBS
 DH7417  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DH7417
 DH7417  HORZ ORDER  -  FIRST
 DH7417  VERT ORDER  -  THIRD ?
 DH7417  ELLP ORDER  -  FOURTH    CLASS I
 DH7417
 DH7417.The horizontal coordinates were established by GPS observations
 DH7417.and adjusted by the MN DEPT OF TRANSP in December 2005..
 DH7417
 DH7417.The orthometric height was determined by differential leveling.
 DH7417.The vertical network tie was performed by a horz. field party for horz.
 DH7417.obs reductions. Reset procedures were used to establish the elevation.
 DH7417
 DH7417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7417
 DH7417.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7417
 DH7417.The ellipsoidal height was determined by GPS observations
 DH7417.and is referenced to NAD 83.
 DH7417
 DH7417.The geoid height was determined by GEOID03.
 DH7417
 DH7417;                    North         East     Units Scale Factor Converg.
 DH7417;SPC MN S     -   336,985.742   774,826.482   MT  0.99998267   -0 13 27.5
 DH7417;UTM  15      - 4,998,502.133   396,202.462   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 05.7
 DH7417:UTM  15      -  4707 C                                   010 01 46.5
 DH7417
 DH7417|---------------------------------------------------------------------|
 DH7417| PID    Reference Object                     Distance      Geod. Az  |
 DH7417|                                                           dddmmss.s |
 DH7417| DH7418 4707 C                              APPROX. 1.5 KM 0090538.2 |
 DH7417|---------------------------------------------------------------------|
 DH7417
 DH7417                          SUPERSEDED SURVEY CONTROL
 DH7417
 DH7417.No superseded survey control is available for this station.
 DH7417
 DH7417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9620298502(NAD 83)
 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 = OCTOBER  6, 2006
 DH7418 ***********************************************************************
 DH7418  DESIGNATION -  4707 C
 DH7418  PID         -  DH7418
 DH7418  STATE/COUNTY-  MN/MEEKER
 DH7418  USGS QUAD   -  KINGSTON (1982)
 DH7418
 DH7418                         *CURRENT SURVEY CONTROL
 DH7418  ___________________________________________________________________
 DH7418* NAD 83(1996)-  45 08 45.99821(N)    094 19 00.86172(W)     ADJUSTED  
 DH7418* NAVD 88     -       315.45   (meters)    1034.9    (feet)  LEVELING  
 DH7418  ___________________________________________________________________
 DH7418  X           -    -339,202.366 (meters)                     COMP
 DH7418  Y           -  -4,493,513.241 (meters)                     COMP
 DH7418  Z           -   4,499,019.937 (meters)                     COMP
 DH7418  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 DH7418  ELLIP HEIGHT-         288.28  (meters)          (12/29/05) GPS OBS
 DH7418  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DH7418
 DH7418  HORZ ORDER  -  FIRST
 DH7418  VERT ORDER  -  THIRD ?
 DH7418  ELLP ORDER  -  FOURTH    CLASS I
 DH7418
 DH7418.The horizontal coordinates were established by GPS observations
 DH7418.and adjusted by the MN DEPT OF TRANSP in December 2005..
 DH7418
 DH7418.The orthometric height was determined by differential leveling.
 DH7418.The vertical network tie was performed by a horz. field party for horz.
 DH7418.obs reductions. Reset procedures were used to establish the elevation.
 DH7418
 DH7418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7418
 DH7418.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7418
 DH7418.The ellipsoidal height was determined by GPS observations
 DH7418.and is referenced to NAD 83.
 DH7418
 DH7418.The geoid height was determined by GEOID03.
 DH7418
 DH7418;                    North         East     Units Scale Factor Converg.
 DH7418;SPC MN S     -   338,512.374   775,076.977   MT  0.99998535   -0 13 19.7
 DH7418;UTM  15      - 5,000,025.153   396,471.825   MT  0.99973179   -0 56 01.1
 DH7418
 DH7418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7418!SPC MN S     -   0.99995480  x   0.99998535  =   0.99994016
 DH7418!UTM  15      -   0.99995480  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.No superseded survey control is available for this station.
 DH7418
 DH7418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9647200025(NAD 83)
 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 = OCTOBER  6, 2006
 DH7419 ***********************************************************************
 DH7419  DESIGNATION -  4707 D
 DH7419  PID         -  DH7419
 DH7419  STATE/COUNTY-  MN/MEEKER
 DH7419  USGS QUAD   -  KINGSTON (1982)
 DH7419
 DH7419                         *CURRENT SURVEY CONTROL
 DH7419  ___________________________________________________________________
 DH7419* NAD 83(1996)-  45 10 54.97822(N)    094 19 03.24758(W)     ADJUSTED  
 DH7419* NAVD 88     -       324.79   (meters)    1065.6    (feet)  LEVELING  
 DH7419  ___________________________________________________________________
 DH7419  X           -    -339,042.256 (meters)                     COMP
 DH7419  Y           -  -4,490,700.176 (meters)                     COMP
 DH7419  Z           -   4,501,834.076 (meters)                     COMP
 DH7419  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 DH7419  ELLIP HEIGHT-         297.56  (meters)          (12/29/05) GPS OBS
 DH7419  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DH7419
 DH7419  HORZ ORDER  -  FIRST
 DH7419  VERT ORDER  -  THIRD ?
 DH7419  ELLP ORDER  -  FOURTH    CLASS I
 DH7419
 DH7419.The horizontal coordinates were established by GPS observations
 DH7419.and adjusted by the MN DEPT OF TRANSP in December 2005..
 DH7419
 DH7419.The orthometric height was determined by differential leveling.
 DH7419.The vertical network tie was performed by a horz. field party for horz.
 DH7419.obs reductions. Reset procedures were used to establish the elevation.
 DH7419
 DH7419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7419
 DH7419.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7419
 DH7419.The ellipsoidal height was determined by GPS observations
 DH7419.and is referenced to NAD 83.
 DH7419
 DH7419.The geoid height was determined by GEOID03.
 DH7419
 DH7419;                    North         East     Units Scale Factor Converg.
 DH7419;SPC MN S     -   342,494.222   775,040.325   MT  0.99999260   -0 13 21.3
 DH7419;UTM  15      - 5,004,006.125   396,484.640   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  =   0.99968511
 DH7419
 DH7419                          SUPERSEDED SURVEY CONTROL
 DH7419
 DH7419.No superseded survey control is available for this station.
 DH7419
 DH7419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9648504006(NAD 83)
 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 = OCTOBER  6, 2006
 DH7420 ***********************************************************************
 DH7420  DESIGNATION -  4707 E
 DH7420  PID         -  DH7420
 DH7420  STATE/COUNTY-  MN/MEEKER
 DH7420  USGS QUAD   -  KINGSTON (1982)
 DH7420
 DH7420                         *CURRENT SURVEY CONTROL
 DH7420  ___________________________________________________________________
 DH7420* NAD 83(1996)-  45 12 18.25855(N)    094 19 00.11071(W)     ADJUSTED  
 DH7420* NAVD 88     -       330.19   (meters)    1083.3    (feet)  LEVELING  
 DH7420  ___________________________________________________________________
 DH7420  X           -    -338,836.944 (meters)                     COMP
 DH7420  Y           -  -4,488,890.138 (meters)                     COMP
 DH7420  Z           -   4,503,649.762 (meters)                     COMP
 DH7420  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 DH7420  ELLIP HEIGHT-         302.94  (meters)          (12/29/05) GPS OBS
 DH7420  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DH7420
 DH7420  HORZ ORDER  -  FIRST
 DH7420  VERT ORDER  -  THIRD ?
 DH7420  ELLP ORDER  -  FOURTH    CLASS I
 DH7420
 DH7420.The horizontal coordinates were established by GPS observations
 DH7420.and adjusted by the MN DEPT OF TRANSP in December 2005..
 DH7420
 DH7420.The orthometric height was determined by differential leveling.
 DH7420.The vertical network tie was performed by a horz. field party for horz.
 DH7420.obs reductions. Reset procedures were used to establish the elevation.
 DH7420
 DH7420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7420
 DH7420.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7420
 DH7420.The ellipsoidal height was determined by GPS observations
 DH7420.and is referenced to NAD 83.
 DH7420
 DH7420.The geoid height was determined by GEOID03.
 DH7420
 DH7420;                    North         East     Units Scale Factor Converg.
 DH7420;SPC MN S     -   345,064.870   775,118.770   MT  0.99999749   -0 13 19.1
 DH7420;UTM  15      - 5,006,574.923   396,595.007   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.No superseded survey control is available for this station.
 DH7420
 DH7420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9659506575(NAD 83)
 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 = OCTOBER  6, 2006
 DH7421 ***********************************************************************
 DH7421  DESIGNATION -  4707 F
 DH7421  PID         -  DH7421
 DH7421  STATE/COUNTY-  MN/MEEKER
 DH7421  USGS QUAD   -  KINGSTON (1982)
 DH7421
 DH7421                         *CURRENT SURVEY CONTROL
 DH7421  ___________________________________________________________________
 DH7421* NAD 83(1996)-  45 14 19.41496(N)    094 19 11.12114(W)     ADJUSTED  
 DH7421* NAVD 88     -       336.83   (meters)    1105.1    (feet)  LEVELING  
 DH7421  ___________________________________________________________________
 DH7421  X           -    -338,876.925 (meters)                     COMP
 DH7421  Y           -  -4,486,229.153 (meters)                     COMP
 DH7421  Z           -   4,506,289.086 (meters)                     COMP
 DH7421  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 DH7421  ELLIP HEIGHT-         309.58  (meters)          (12/29/05) GPS OBS
 DH7421  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DH7421
 DH7421  HORZ ORDER  -  FIRST
 DH7421  VERT ORDER  -  THIRD ?
 DH7421  ELLP ORDER  -  FOURTH    CLASS I
 DH7421
 DH7421.The horizontal coordinates were established by GPS observations
 DH7421.and adjusted by the MN DEPT OF TRANSP in December 2005..
 DH7421
 DH7421.The orthometric height was determined by differential leveling.
 DH7421.The vertical network tie was performed by a horz. field party for horz.
 DH7421.obs reductions. Reset procedures were used to establish the elevation.
 DH7421
 DH7421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7421
 DH7421.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7421
 DH7421.The ellipsoidal height was determined by GPS observations
 DH7421.and is referenced to NAD 83.
 DH7421
 DH7421.The geoid height was determined by GEOID03.
 DH7421
 DH7421;                    North         East     Units Scale Factor Converg.
 DH7421;SPC MN S     -   348,806.018   774,893.116   MT  1.00000489   -0 13 26.9
 DH7421;UTM  15      - 5,010,317.579   396,415.957   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.No superseded survey control is available for this station.
 DH7421
 DH7421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9641610318(NAD 83)
 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 = OCTOBER  6, 2006
 QP1711 ***********************************************************************
 QP1711  DESIGNATION -  4708 A
 QP1711  PID         -  QP1711
 QP1711  STATE/COUNTY-  MN/MEEKER
 QP1711  USGS QUAD   -  KIMBALL (1967)
 QP1711
 QP1711                         *CURRENT SURVEY CONTROL
 QP1711  ___________________________________________________________________
 QP1711* NAD 83(1996)-  45 16 32.61878(N)    094 18 46.16077(W)     ADJUSTED  
 QP1711* NAVD 88     -       332.525  (meters)    1090.96   (feet)  ADJUSTED  
 QP1711  ___________________________________________________________________
 QP1711  X           -    -338,114.153 (meters)                     COMP
 QP1711  Y           -  -4,483,354.486 (meters)                     COMP
 QP1711  Z           -   4,509,180.860 (meters)                     COMP
 QP1711  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 QP1711  ELLIP HEIGHT-         305.31  (meters)          (12/29/05) GPS OBS
 QP1711  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 QP1711  DYNAMIC HT  -         332.503 (meters)    1090.89  (feet)  COMP
 QP1711  MODELED GRAV-     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 MN DEPT OF TRANSP in December 2005..
 QP1711
 QP1711.The orthometric height was determined by differential leveling
 QP1711.and adjusted by the National Geodetic Survey in December 2004..
 QP1711.No vertical observational check was made to the 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 DEFLEC99 derived deflections.
 QP1711
 QP1711.The ellipsoidal height was determined by GPS observations
 QP1711.and is referenced to NAD 83.
 QP1711
 QP1711.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1711;SPC MN S     -   352,916.099   775,453.256   MT  1.00001344   -0 13 09.4
 QP1711;SPC MN C     -   130,649.036   795,070.015   MT  1.00009126   -0 02 43.6
 QP1711;UTM  15      - 5,014,419.228   397,027.052   MT  0.99973037   -0 55 58.2
 QP1711
 QP1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1711!SPC MN S     -   0.99995214  x   1.00001344  =   0.99996557
 QP1711!SPC MN C     -   0.99995214  x   1.00009126  =   1.00004339
 QP1711!UTM  15      -   0.99995214  x   0.99973037  =   0.99968252
 QP1711
 QP1711                          SUPERSEDED SURVEY CONTROL
 QP1711
 QP1711  NAD 83(1996)-  45 16 32.61915(N)    094 18 46.15927(W) AD(       ) 2
 QP1711  ELLIP H (03/16/99)  305.35   (m)                       GP(       ) 4 1
 QP1711  ELLIP H (11/21/91)  305.76   (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)  332.52   (m)         1090.9    (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_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 = OCTOBER  6, 2006
 DH7422 ***********************************************************************
 DH7422  DESIGNATION -  4708 B
 DH7422  PID         -  DH7422
 DH7422  STATE/COUNTY-  MN/MEEKER
 DH7422  USGS QUAD   -  KIMBALL (1967)
 DH7422
 DH7422                         *CURRENT SURVEY CONTROL
 DH7422  ___________________________________________________________________
 DH7422* NAD 83(1996)-  45 15 02.47503(N)    094 19 01.37961(W)     ADJUSTED  
 DH7422* NAVD 88     -       328.58   (meters)    1078.0    (feet)  LEVELING  
 DH7422  ___________________________________________________________________
 DH7422  X           -    -338,593.549 (meters)                     COMP
 DH7422  Y           -  -4,485,298.024 (meters)                     COMP
 DH7422  Z           -   4,507,219.227 (meters)                     COMP
 DH7422  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 DH7422  ELLIP HEIGHT-         301.34  (meters)          (12/29/05) GPS OBS
 DH7422  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DH7422
 DH7422  HORZ ORDER  -  FIRST
 DH7422  VERT ORDER  -  THIRD ?
 DH7422  ELLP ORDER  -  FOURTH    CLASS I
 DH7422
 DH7422.The horizontal coordinates were established by GPS observations
 DH7422.and adjusted by the MN DEPT OF TRANSP in December 2005..
 DH7422
 DH7422.The orthometric height was determined by differential leveling.
 DH7422.The vertical network tie was performed by a horz. field party for horz.
 DH7422.obs reductions. Reset procedures were used to establish the elevation.
 DH7422
 DH7422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7422
 DH7422.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7422
 DH7422.The ellipsoidal height was determined by GPS observations
 DH7422.and is referenced to NAD 83.
 DH7422
 DH7422.The geoid height was determined by GEOID03.
 DH7422
 DH7422;                    North         East     Units Scale Factor Converg.
 DH7422;SPC MN S     -   350,134.508   775,110.742   MT  1.00000761   -0 13 20.0
 DH7422;UTM  15      - 5,011,642.893   396,650.036   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  =   0.99968410
 DH7422
 DH7422                          SUPERSEDED SURVEY CONTROL
 DH7422
 DH7422.No superseded survey control is available for this station.
 DH7422
 DH7422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9665011643(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1481 ***********************************************************************
 PQ1481  DESIGNATION -  4709 A
 PQ1481  PID         -  PQ1481
 PQ1481  STATE/COUNTY-  MN/MEEKER
 PQ1481  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1481
 PQ1481                         *CURRENT SURVEY CONTROL
 PQ1481  ___________________________________________________________________
 PQ1481* NAD 83(1986)-  44 59 40.     (N)    094 30 06.     (W)     SCALED    
 PQ1481* NAVD 88     -       330.614  (meters)    1084.69   (feet)  ADJUSTED  
 PQ1481  ___________________________________________________________________
 PQ1481  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 PQ1481  DYNAMIC HT  -         330.591 (meters)    1084.61  (feet)  COMP
 PQ1481  MODELED GRAV-     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
 PQ1481.and adjusted by the National Geodetic Survey in June 1995..
 PQ1481
 PQ1481.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1938 ***********************************************************************
 QP1938  DESIGNATION -  4709 B
 QP1938  PID         -  QP1938
 QP1938  STATE/COUNTY-  MN/MEEKER
 QP1938  USGS QUAD   -  LITCHFIELD SOUTH (1994)
 QP1938
 QP1938                         *CURRENT SURVEY CONTROL
 QP1938  ___________________________________________________________________
 QP1938* NAD 83(1986)-  45 00 25.     (N)    094 30 23.     (W)     SCALED    
 QP1938* NAVD 88     -       345.645  (meters)    1134.00   (feet)  ADJUSTED  
 QP1938  ___________________________________________________________________
 QP1938  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 QP1938  DYNAMIC HT  -         345.622 (meters)    1133.93  (feet)  COMP
 QP1938  MODELED GRAV-     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
 QP1938.and adjusted by the National Geodetic Survey in June 1995..
 QP1938
 QP1938.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1941 ***********************************************************************
 QP1941  DESIGNATION -  4709 C
 QP1941  PID         -  QP1941
 QP1941  STATE/COUNTY-  MN/MEEKER
 QP1941  USGS QUAD   -  LITCHFIELD SOUTH (1994)
 QP1941
 QP1941                         *CURRENT SURVEY CONTROL
 QP1941  ___________________________________________________________________
 QP1941* NAD 83(1986)-  45 01 26.     (N)    094 30 27.     (W)     SCALED    
 QP1941* NAVD 88     -       362.016  (meters)    1187.71   (feet)  ADJUSTED  
 QP1941  ___________________________________________________________________
 QP1941  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 QP1941  DYNAMIC HT  -         361.993 (meters)    1187.64  (feet)  COMP
 QP1941  MODELED GRAV-     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
 QP1941.and adjusted by the National Geodetic Survey in June 1995..
 QP1941
 QP1941.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1943 ***********************************************************************
 QP1943  DESIGNATION -  4709 D
 QP1943  PID         -  QP1943
 QP1943  STATE/COUNTY-  MN/MEEKER
 QP1943  USGS QUAD   -  LITCHFIELD SOUTH (1994)
 QP1943
 QP1943                         *CURRENT SURVEY CONTROL
 QP1943  ___________________________________________________________________
 QP1943* NAD 83(1986)-  45 02 39.     (N)    094 30 44.     (W)     SCALED    
 QP1943* NAVD 88     -       347.688  (meters)    1140.71   (feet)  ADJUSTED  
 QP1943  ___________________________________________________________________
 QP1943  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 QP1943  DYNAMIC HT  -         347.666 (meters)    1140.63  (feet)  COMP
 QP1943  MODELED GRAV-     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
 QP1943.and adjusted by the National Geodetic Survey in June 1995..
 QP1943
 QP1943.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1944 ***********************************************************************
 QP1944  DESIGNATION -  4709 E
 QP1944  PID         -  QP1944
 QP1944  STATE/COUNTY-  MN/MEEKER
 QP1944  USGS QUAD   -  LITCHFIELD SOUTH (1994)
 QP1944
 QP1944                         *CURRENT SURVEY CONTROL
 QP1944  ___________________________________________________________________
 QP1944* NAD 83(1996)-  45 03 31.92877(N)    094 30 45.96676(W)     ADJUSTED  
 QP1944* NAVD 88     -       350.131  (meters)    1148.72   (feet)  ADJUSTED  
 QP1944  ___________________________________________________________________
 QP1944  X           -    -355,103.538 (meters)                     COMP
 QP1944  Y           -  -4,499,199.106 (meters)                     COMP
 QP1944  Z           -   4,492,200.944 (meters)                     COMP
 QP1944  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 QP1944  ELLIP HEIGHT-         323.29  (meters)          (08/23/04) GPS OBS
 QP1944  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 QP1944  DYNAMIC HT  -         350.110 (meters)    1148.65  (feet)  COMP
 QP1944  MODELED GRAV-     980,544.3   (mgal)                       NAVD 88
 QP1944
 QP1944  HORZ ORDER  -  FIRST
 QP1944  VERT ORDER  -  SECOND    CLASS I
 QP1944  ELLP ORDER  -  THIRD     CLASS II
 QP1944
 QP1944.The horizontal coordinates were established by GPS observations
 QP1944.and adjusted by the MN DEPT OF TRANSP in August 2004..
 QP1944
 QP1944.The orthometric height was determined by differential leveling
 QP1944.and adjusted by the National Geodetic Survey in June 1995..
 QP1944
 QP1944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1944
 QP1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1944
 QP1944.The ellipsoidal height was determined by GPS observations
 QP1944.and is referenced to NAD 83.
 QP1944
 QP1944.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP1944;SPC MN S     -   328,895.479   759,612.748   MT  0.99996935   -0 21 33.9
 QP1944;UTM  15      - 4,990,603.158   380,892.861   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  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: 15TUK8089390603(NAD 83)
 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 = OCTOBER  6, 2006
 QP1945 ***********************************************************************
 QP1945  DESIGNATION -  4709 F
 QP1945  PID         -  QP1945
 QP1945  STATE/COUNTY-  MN/MEEKER
 QP1945  USGS QUAD   -  LITCHFIELD SOUTH (1994)
 QP1945
 QP1945                         *CURRENT SURVEY CONTROL
 QP1945  ___________________________________________________________________
 QP1945* NAD 83(1986)-  45 04 33.     (N)    094 30 44.     (W)     SCALED    
 QP1945* NAVD 88     -       350.156  (meters)    1148.80   (feet)  ADJUSTED  
 QP1945  ___________________________________________________________________
 QP1945  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 QP1945  DYNAMIC HT  -         350.134 (meters)    1148.73  (feet)  COMP
 QP1945  MODELED GRAV-     980,544.4   (mgal)                       NAVD 88
 QP1945
 QP1945  VERT ORDER  -  SECOND    CLASS I
 QP1945
 QP1945.The horizontal coordinates were scaled from a topographic map and have
 QP1945.an estimated accuracy of +/- 6 seconds.
 QP1945
 QP1945.The orthometric height was determined by differential leveling
 QP1945.and adjusted by the National Geodetic Survey in June 1995..
 QP1945
 QP1945.The geoid height was determined by GEOID03.
 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     -   330,780.      759,670.      MT  (+/- 180 meters Scaled)
 QP1945
 QP1945                          SUPERSEDED SURVEY CONTROL
 QP1945
 QP1945.No superseded survey control is available for this station.
 QP1945
 QP1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK809924(NAD 83)
 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 = OCTOBER  6, 2006
 QP1946 ***********************************************************************
 QP1946  DESIGNATION -  4709 G
 QP1946  PID         -  QP1946
 QP1946  STATE/COUNTY-  MN/MEEKER
 QP1946  USGS QUAD   -  LITCHFIELD SOUTH (1994)
 QP1946
 QP1946                         *CURRENT SURVEY CONTROL
 QP1946  ___________________________________________________________________
 QP1946* NAD 83(1986)-  45 05 41.     (N)    094 30 53.     (W)     SCALED    
 QP1946* NAVD 88     -       345.034  (meters)    1132.00   (feet)  ADJUSTED  
 QP1946  ___________________________________________________________________
 QP1946  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 QP1946  DYNAMIC HT  -         345.012 (meters)    1131.93  (feet)  COMP
 QP1946  MODELED GRAV-     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
 QP1946.and adjusted by the National Geodetic Survey in June 1995..
 QP1946
 QP1946.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1948 ***********************************************************************
 QP1948  DESIGNATION -  4709 H
 QP1948  PID         -  QP1948
 QP1948  STATE/COUNTY-  MN/MEEKER
 QP1948  USGS QUAD   -  LITCHFIELD SOUTH (1994)
 QP1948
 QP1948                         *CURRENT SURVEY CONTROL
 QP1948  ___________________________________________________________________
 QP1948* NAD 83(1986)-  45 06 21.     (N)    094 31 31.     (W)     SCALED    
 QP1948* NAVD 88     -       345.046  (meters)    1132.04   (feet)  ADJUSTED  
 QP1948  ___________________________________________________________________
 QP1948  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 QP1948  DYNAMIC HT  -         345.023 (meters)    1131.96  (feet)  COMP
 QP1948  MODELED GRAV-     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
 QP1948.and adjusted by the National Geodetic Survey in June 1995..
 QP1948
 QP1948.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1949 ***********************************************************************
 QP1949  DESIGNATION -  4709 J
 QP1949  PID         -  QP1949
 QP1949  STATE/COUNTY-  MN/MEEKER
 QP1949  USGS QUAD   -  LITCHFIELD SOUTH (1994)
 QP1949
 QP1949                         *CURRENT SURVEY CONTROL
 QP1949  ___________________________________________________________________
 QP1949* NAD 83(1986)-  45 06 51.     (N)    094 31 45.     (W)     SCALED    
 QP1949* NAVD 88     -       345.242  (meters)    1132.68   (feet)  ADJUSTED  
 QP1949  ___________________________________________________________________
 QP1949  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 QP1949  DYNAMIC HT  -         345.220 (meters)    1132.61  (feet)  COMP
 QP1949  MODELED GRAV-     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
 QP1949.and adjusted by the National Geodetic Survey in June 1995..
 QP1949
 QP1949.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QP1950 ***********************************************************************
 QP1950  DESIGNATION -  4709 K
 QP1950  PID         -  QP1950
 QP1950  STATE/COUNTY-  MN/MEEKER
 QP1950  USGS QUAD   -  LITCHFIELD SOUTH (1994)
 QP1950
 QP1950                         *CURRENT SURVEY CONTROL
 QP1950  ___________________________________________________________________
 QP1950* NAD 83(1986)-  45 06 39.     (N)    094 31 39.     (W)     SCALED    
 QP1950* NAVD 88     -       345.557  (meters)    1133.71   (feet)  ADJUSTED  
 QP1950  ___________________________________________________________________
 QP1950  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 QP1950  DYNAMIC HT  -         345.535 (meters)    1133.64  (feet)  COMP
 QP1950  MODELED GRAV-     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
 QP1950.and adjusted by the National Geodetic Survey in June 1995..
 QP1950
 QP1950.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DE7137 ***********************************************************************
 DE7137  DESIGNATION -  4712 E
 DE7137  PID         -  DE7137
 DE7137  STATE/COUNTY-  MN/MEEKER
 DE7137  USGS QUAD   -  EDEN VALLEY (1967)
 DE7137
 DE7137                         *CURRENT SURVEY CONTROL
 DE7137  ___________________________________________________________________
 DE7137* NAD 83(1996)-  45 19 32.90699(N)    094 33 52.02843(W)     ADJUSTED  
 DE7137* NAVD 88     -       351.72   (meters)    1153.9    (feet)  LEVELING  
 DE7137  ___________________________________________________________________
 DE7137  X           -    -357,486.928 (meters)                     COMP
 DE7137  Y           -  -4,477,896.104 (meters)                     COMP
 DE7137  Z           -   4,513,109.752 (meters)                     COMP
 DE7137  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 DE7137  ELLIP HEIGHT-         324.74  (meters)          (09/10/02) GPS OBS
 DE7137  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DE7137
 DE7137  HORZ ORDER  -  FIRST
 DE7137  VERT ORDER  -  THIRD ?
 DE7137  ELLP ORDER  -  FOURTH    CLASS I
 DE7137
 DE7137.The horizontal coordinates were established by GPS observations
 DE7137.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7137
 DE7137.The orthometric height was determined by differential leveling.
 DE7137.The vertical network tie was performed by a horz. field party for horz.
 DE7137.obs reductions. Reset procedures were used to establish the elevation.
 DE7137
 DE7137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7137
 DE7137.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7137
 DE7137.The ellipsoidal height was determined by GPS observations
 DE7137.and is referenced to NAD 83.
 DE7137
 DE7137.The geoid height was determined by GEOID03.
 DE7137
 DE7137;                    North         East     Units Scale Factor Converg.
 DE7137;SPC MN S     -   358,587.808   755,746.883   MT  1.00002568   -0 23 44.3
 DE7137;UTM  15      - 5,020,334.943   377,398.174   MT  0.99978481   -1 06 45.5
 DE7137
 DE7137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7137!SPC MN S     -   0.99994909  x   1.00002568  =   0.99997477
 DE7137!UTM  15      -   0.99994909  x   0.99978481  =   0.99973391
 DE7137
 DE7137                          SUPERSEDED SURVEY CONTROL
 DE7137
 DE7137.No superseded survey control is available for this station.
 DE7137
 DE7137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7739820335(NAD 83)
 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 - 2001
 DE7137_ROD/PIPE-DEPTH:  4.6 meters
 DE7137
 DE7137  HISTORY     - Date     Condition        Report By
 DE7137  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7138 ***********************************************************************
 DE7138  DESIGNATION -  4712 F
 DE7138  PID         -  DE7138
 DE7138  STATE/COUNTY-  MN/STEARNS
 DE7138  USGS QUAD   -  EDEN VALLEY (1967)
 DE7138
 DE7138                         *CURRENT SURVEY CONTROL
 DE7138  ___________________________________________________________________
 DE7138* NAD 83(1996)-  45 19 33.62258(N)    094 35 16.20322(W)     ADJUSTED  
 DE7138* NAVD 88     -       372.44   (meters)    1221.9    (feet)  LEVELING  
 DE7138  ___________________________________________________________________
 DE7138  X           -    -359,314.197 (meters)                     COMP
 DE7138  Y           -  -4,477,748.726 (meters)                     COMP
 DE7138  Z           -   4,513,140.040 (meters)                     COMP
 DE7138  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 DE7138  ELLIP HEIGHT-         345.49  (meters)          (09/10/02) GPS OBS
 DE7138  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DE7138
 DE7138  HORZ ORDER  -  FIRST
 DE7138  VERT ORDER  -  THIRD ?
 DE7138  ELLP ORDER  -  FOURTH    CLASS I
 DE7138
 DE7138.The horizontal coordinates were established by GPS observations
 DE7138.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7138
 DE7138.The orthometric height was determined by differential leveling.
 DE7138.The vertical network tie was performed by a horz. field party for horz.
 DE7138.obs reductions. Reset procedures were used to establish the elevation.
 DE7138
 DE7138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7138
 DE7138.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7138
 DE7138.The ellipsoidal height was determined by GPS observations
 DE7138.and is referenced to NAD 83.
 DE7138
 DE7138.The geoid height was determined by GEOID03.
 DE7138
 DE7138;                    North         East     Units Scale Factor Converg.
 DE7138;SPC MN C     -   136,291.908   773,512.404   MT  1.00007562   -0 14 39.8
 DE7138;UTM  15      - 5,020,392.879   375,566.240   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  =   1.00002145
 DE7138!UTM  15      -   0.99994584  x   0.99979038  =   0.99973623
 DE7138
 DE7138                          SUPERSEDED SURVEY CONTROL
 DE7138
 DE7138.No superseded survey control is available for this station.
 DE7138
 DE7138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7556620393(NAD 83)
 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 - 2001
 DE7138_ROD/PIPE-DEPTH:  4.6 meters
 DE7138
 DE7138  HISTORY     - Date     Condition        Report By
 DE7138  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7139 ***********************************************************************
 DE7139  DESIGNATION -  4712 G
 DE7139  PID         -  DE7139
 DE7139  STATE/COUNTY-  MN/MEEKER
 DE7139  USGS QUAD   -  LAKE KORONIS (1967)
 DE7139
 DE7139                         *CURRENT SURVEY CONTROL
 DE7139  ___________________________________________________________________
 DE7139* NAD 83(1996)-  45 19 23.75731(N)    094 39 26.14955(W)     ADJUSTED  
 DE7139* NAVD 88     -       349.48   (meters)    1146.6    (feet)  LEVELING  
 DE7139  ___________________________________________________________________
 DE7139  X           -    -364,756.229 (meters)                     COMP
 DE7139  Y           -  -4,477,509.851 (meters)                     COMP
 DE7139  Z           -   4,512,909.613 (meters)                     COMP
 DE7139  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 DE7139  ELLIP HEIGHT-         322.59  (meters)          (09/10/02) GPS OBS
 DE7139  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DE7139
 DE7139  HORZ ORDER  -  FIRST
 DE7139  VERT ORDER  -  THIRD ?
 DE7139  ELLP ORDER  -  FOURTH    CLASS I
 DE7139
 DE7139.The horizontal coordinates were established by GPS observations
 DE7139.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7139
 DE7139.The orthometric height was determined by differential leveling.
 DE7139.The vertical network tie was performed by a horz. field party for horz.
 DE7139.obs reductions. Reset procedures were used to establish the elevation.
 DE7139
 DE7139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7139
 DE7139.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7139
 DE7139.The ellipsoidal height was determined by GPS observations
 DE7139.and is referenced to NAD 83.
 DE7139
 DE7139.The geoid height was determined by GEOID03.
 DE7139
 DE7139;                    North         East     Units Scale Factor Converg.
 DE7139;SPC MN S     -   358,359.720   748,468.333   MT  1.00002504   -0 27 38.5
 DE7139;UTM  15      - 5,020,198.045   370,119.009   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 43.7
 DE7139:UTM  15      -  4712 H                                   287 14 48.2
 DE7139
 DE7139|---------------------------------------------------------------------|
 DE7139| PID    Reference Object                     Distance      Geod. Az  |
 DE7139|                                                           dddmmss.s |
 DE7139| DE7140 4712 H                              APPROX. 0.8 KM 2860405.2 |
 DE7139|---------------------------------------------------------------------|
 DE7139
 DE7139                          SUPERSEDED SURVEY CONTROL
 DE7139
 DE7139.No superseded survey control is available for this station.
 DE7139
 DE7139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7011920198(NAD 83)
 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     - 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 (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 = OCTOBER  6, 2006
 DE7140 ***********************************************************************
 DE7140  DESIGNATION -  4712 H
 DE7140  PID         -  DE7140
 DE7140  STATE/COUNTY-  MN/MEEKER
 DE7140  USGS QUAD   -  LAKE KORONIS (1967)
 DE7140
 DE7140                         *CURRENT SURVEY CONTROL
 DE7140  ___________________________________________________________________
 DE7140* NAD 83(1996)-  45 19 31.31640(N)    094 40 03.36092(W)     ADJUSTED  
 DE7140* NAVD 88     -       346.71   (meters)    1137.5    (feet)  LEVELING  
 DE7140  ___________________________________________________________________
 DE7140  X           -    -365,550.330 (meters)                     COMP
 DE7140  Y           -  -4,477,276.639 (meters)                     COMP
 DE7140  Z           -   4,513,071.734 (meters)                     COMP
 DE7140  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DE7140  ELLIP HEIGHT-         319.83  (meters)          (09/10/02) GPS OBS
 DE7140  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 DE7140
 DE7140  HORZ ORDER  -  FIRST
 DE7140  VERT ORDER  -  THIRD ?
 DE7140  ELLP ORDER  -  FOURTH    CLASS I
 DE7140
 DE7140.The horizontal coordinates were established by GPS observations
 DE7140.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7140
 DE7140.The orthometric height was determined by differential leveling.
 DE7140.The vertical network tie was performed by a horz. field party for horz.
 DE7140.obs reductions. Reset procedures were used to establish the elevation.
 DE7140
 DE7140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7140
 DE7140.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7140
 DE7140.The ellipsoidal height was determined by GPS observations
 DE7140.and is referenced to NAD 83.
 DE7140
 DE7140.The geoid height was determined by GEOID03.
 DE7140
 DE7140;                    North         East     Units Scale Factor Converg.
 DE7140;SPC MN S     -   358,599.647   747,659.842   MT  1.00002557   -0 28 04.6
 DE7140;UTM  15      - 5,020,448.031   369,313.762   MT  0.99980999   -1 11 09.7
 DE7140
 DE7140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7140!SPC MN S     -   0.99994986  x   1.00002557  =   0.99997543
 DE7140!UTM  15      -   0.99994986  x   0.99980999  =   0.99975986
 DE7140
 DE7140:                Primary Azimuth Mark                     Grid Az
 DE7140:SPC MN S     -  4712 G                                   106 31 43.4
 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.No superseded survey control is available for this station.
 DE7140
 DE7140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6931420448(NAD 83)
 DE7140_MARKER: DD = SURVEY 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     - 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 (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 = OCTOBER  6, 2006
 DG7851 ***********************************************************************
 DG7851  DESIGNATION -  4713 D
 DG7851  PID         -  DG7851
 DG7851  STATE/COUNTY-  MN/MEEKER
 DG7851  USGS QUAD   -  WATKINS (1967)
 DG7851
 DG7851                         *CURRENT SURVEY CONTROL
 DG7851  ___________________________________________________________________
 DG7851* NAD 83(1986)-  45 18 41.     (N)    094 24 28.     (W)     SCALED    
 DG7851* NAVD 88     -       342.403  (meters)    1123.37   (feet)  ADJUSTED  
 DG7851  ___________________________________________________________________
 DG7851  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DG7851  DYNAMIC HT  -         342.379 (meters)    1123.29  (feet)  COMP
 DG7851  MODELED GRAV-     980,537.8   (mgal)                       NAVD 88
 DG7851
 DG7851  VERT ORDER  -  SECOND    CLASS I
 DG7851
 DG7851.The horizontal coordinates were scaled from a topographic map and have
 DG7851.an estimated accuracy of +/- 6 seconds.
 DG7851
 DG7851.The orthometric height was determined by differential leveling
 DG7851.and adjusted by the National Geodetic Survey in December 2004..
 DG7851
 DG7851.The geoid height was determined by GEOID03.
 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     -   356,910.      768,020.      MT  (+/- 180 meters Scaled)
 DG7851
 DG7851                          SUPERSEDED SURVEY CONTROL
 DG7851
 DG7851.No superseded survey control is available for this station.
 DG7851
 DG7851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL896185(NAD 83)
 DG7851_MARKER: DB = BENCH MARK 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 SUITABLE FOR
 DG7851+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 DG7851
 DG7851  HISTORY     - Date     Condition        Report By
 DG7851  HISTORY     - 1972     MONUMENTED       MNDT
 DG7851  HISTORY     - 19960430 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7850 ***********************************************************************
 DG7850  DESIGNATION -  4713 E
 DG7850  PID         -  DG7850
 DG7850  STATE/COUNTY-  MN/MEEKER
 DG7850  USGS QUAD   -  WATKINS (1967)
 DG7850
 DG7850                         *CURRENT SURVEY CONTROL
 DG7850  ___________________________________________________________________
 DG7850* NAD 83(1986)-  45 18 39.     (N)    094 23 38.     (W)     SCALED    
 DG7850* NAVD 88     -       351.912  (meters)    1154.56   (feet)  ADJUSTED  
 DG7850  ___________________________________________________________________
 DG7850  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DG7850  DYNAMIC HT  -         351.888 (meters)    1154.49  (feet)  COMP
 DG7850  MODELED GRAV-     980,538.6   (mgal)                       NAVD 88
 DG7850
 DG7850  VERT ORDER  -  SECOND    CLASS I
 DG7850
 DG7850.The horizontal coordinates were scaled from a topographic map and have
 DG7850.an estimated accuracy of +/- 6 seconds.
 DG7850
 DG7850.The orthometric height was determined by differential leveling
 DG7850.and adjusted by the National Geodetic Survey in December 2004..
 DG7850
 DG7850.The geoid height was determined by GEOID03.
 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     -   356,850.      769,110.      MT  (+/- 180 meters Scaled)
 DG7850
 DG7850                          SUPERSEDED SURVEY CONTROL
 DG7850
 DG7850.No superseded survey control is available for this station.
 DG7850
 DG7850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL907184(NAD 83)
 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 SUITABLE FOR
 DG7850+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 DG7850
 DG7850  HISTORY     - Date     Condition        Report By
 DG7850  HISTORY     - 1979     MONUMENTED       MNDT
 DG7850  HISTORY     - 19960430 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7134 ***********************************************************************
 DE7134  DESIGNATION -  4713 G
 DE7134  PID         -  DE7134
 DE7134  STATE/COUNTY-  MN/MEEKER
 DE7134  USGS QUAD   -  WATKINS (1967)
 DE7134
 DE7134                         *CURRENT SURVEY CONTROL
 DE7134  ___________________________________________________________________
 DE7134* NAD 83(1996)-  45 18 42.54771(N)    094 27 57.25887(W)     ADJUSTED  
 DE7134* NAVD 88     -       355.30   (meters)    1165.7    (feet)  LEVELING  
 DE7134  ___________________________________________________________________
 DE7134  X           -    -349,870.820 (meters)                     COMP
 DE7134  Y           -  -4,479,608.923 (meters)                     COMP
 DE7134  Z           -   4,512,018.997 (meters)                     COMP
 DE7134  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 DE7134  ELLIP HEIGHT-         328.24  (meters)          (09/10/02) GPS OBS
 DE7134  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 DE7134
 DE7134  HORZ ORDER  -  FIRST
 DE7134  VERT ORDER  -  THIRD ?
 DE7134  ELLP ORDER  -  FOURTH    CLASS I
 DE7134
 DE7134.The horizontal coordinates were established by GPS observations
 DE7134.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7134
 DE7134.The orthometric height was determined by differential leveling.
 DE7134.The vertical network tie was performed by a horz. field party for horz.
 DE7134.obs reductions. Reset procedures were used to establish the elevation.
 DE7134
 DE7134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7134
 DE7134.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7134
 DE7134.The ellipsoidal height was determined by GPS observations
 DE7134.and is referenced to NAD 83.
 DE7134
 DE7134.The geoid height was determined by GEOID03.
 DE7134
 DE7134;                    North         East     Units Scale Factor Converg.
 DE7134;SPC MN S     -   356,984.428   763,464.031   MT  1.00002218   -0 19 35.6
 DE7134;UTM  15      - 5,018,635.630   385,092.745   MT  0.99976234   -1 02 32.2
 DE7134
 DE7134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7134!SPC MN S     -   0.99994854  x   1.00002218  =   0.99997072
 DE7134!UTM  15      -   0.99994854  x   0.99976234  =   0.99971089
 DE7134
 DE7134                          SUPERSEDED SURVEY CONTROL
 DE7134
 DE7134.No superseded survey control is available for this station.
 DE7134
 DE7134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8509318636(NAD 83)
 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: RECESSED 5 CENTIMETERS
 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 - 2001
 DE7134_ROD/PIPE-DEPTH:  4.6 meters
 DE7134
 DE7134  HISTORY     - Date     Condition        Report By
 DE7134  HISTORY     - 2001     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7135 ***********************************************************************
 DE7135  DESIGNATION -  4713 H
 DE7135  PID         -  DE7135
 DE7135  STATE/COUNTY-  MN/MEEKER
 DE7135  USGS QUAD   -  WATKINS (1967)
 DE7135
 DE7135                         *CURRENT SURVEY CONTROL
 DE7135  ___________________________________________________________________
 DE7135* NAD 83(1996)-  45 18 41.10808(N)    094 29 10.52238(W)     ADJUSTED  
 DE7135* NAVD 88     -       357.84   (meters)    1174.0    (feet)  LEVELING  
 DE7135  ___________________________________________________________________
 DE7135  X           -    -351,464.529 (meters)                     COMP
 DE7135  Y           -  -4,479,517.651 (meters)                     COMP
 DE7135  Z           -   4,511,989.546 (meters)                     COMP
 DE7135  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 DE7135  ELLIP HEIGHT-         330.78  (meters)          (09/10/02) GPS OBS
 DE7135  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DE7135
 DE7135  HORZ ORDER  -  FIRST
 DE7135  VERT ORDER  -  THIRD ?
 DE7135  ELLP ORDER  -  FOURTH    CLASS I
 DE7135
 DE7135.The horizontal coordinates were established by GPS observations
 DE7135.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7135
 DE7135.The orthometric height was determined by differential leveling.
 DE7135.The vertical network tie was performed by a horz. field party for horz.
 DE7135.obs reductions. Reset procedures were used to establish the elevation.
 DE7135
 DE7135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7135
 DE7135.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7135
 DE7135.The ellipsoidal height was determined by GPS observations
 DE7135.and is referenced to NAD 83.
 DE7135
 DE7135.The geoid height was determined by GEOID03.
 DE7135
 DE7135;                    North         East     Units Scale Factor Converg.
 DE7135;SPC MN S     -   356,949.278   761,867.876   MT  1.00002208   -0 20 27.0
 DE7135;UTM  15      - 5,018,620.428   383,496.686   MT  0.99976688   -1 03 24.3
 DE7135
 DE7135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7135!SPC MN S     -   0.99994814  x   1.00002208  =   0.99997022
 DE7135!UTM  15      -   0.99994814  x   0.99976688  =   0.99971503
 DE7135
 DE7135                          SUPERSEDED SURVEY CONTROL
 DE7135
 DE7135.No superseded survey control is available for this station.
 DE7135
 DE7135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8349718620(NAD 83)
 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: RECESSED 3 CENTIMETERS
 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 - August 20, 2003
 DE7135_ROD/PIPE-DEPTH:  4.6 meters
 DE7135
 DE7135  HISTORY     - Date     Condition        Report By
 DE7135  HISTORY     - 2001     MONUMENTED       MNDT
 DE7135  HISTORY     - 20030820 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 (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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7136 ***********************************************************************
 DE7136  DESIGNATION -  4713 J
 DE7136  PID         -  DE7136
 DE7136  STATE/COUNTY-  MN/MEEKER
 DE7136  USGS QUAD   -  EDEN VALLEY (1967)
 DE7136
 DE7136                         *CURRENT SURVEY CONTROL
 DE7136  ___________________________________________________________________
 DE7136* NAD 83(1996)-  45 18 49.08635(N)    094 30 19.48619(W)     ADJUSTED  
 DE7136* NAVD 88     -       340.31   (meters)    1116.5    (feet)  LEVELING  
 DE7136  ___________________________________________________________________
 DE7136  X           -    -352,947.494 (meters)                     COMP
 DE7136  Y           -  -4,479,213.031 (meters)                     COMP
 DE7136  Z           -   4,512,150.308 (meters)                     COMP
 DE7136  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 DE7136  ELLIP HEIGHT-         313.26  (meters)          (09/10/02) GPS OBS
 DE7136  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DE7136
 DE7136  HORZ ORDER  -  FIRST
 DE7136  VERT ORDER  -  THIRD ?
 DE7136  ELLP ORDER  -  FOURTH    CLASS I
 DE7136
 DE7136.The horizontal coordinates were established by GPS observations
 DE7136.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7136
 DE7136.The orthometric height was determined by differential leveling.
 DE7136.The vertical network tie was performed by a horz. field party for horz.
 DE7136.obs reductions. Reset procedures were used to establish the elevation.
 DE7136
 DE7136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7136
 DE7136.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7136
 DE7136.The ellipsoidal height was determined by GPS observations
 DE7136.and is referenced to NAD 83.
 DE7136
 DE7136.The geoid height was determined by GEOID03.
 DE7136
 DE7136;                    North         East     Units Scale Factor Converg.
 DE7136;SPC MN S     -   357,204.694   760,367.159   MT  1.00002263   -0 21 15.3
 DE7136;UTM  15      - 5,018,894.509   381,999.658   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.No superseded survey control is available for this station.
 DE7136
 DE7136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8200018895(NAD 83)
 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: RECESSED 5 CENTIMETERS
 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 - August 20, 2003
 DE7136_ROD/PIPE-DEPTH: 12.2 meters
 DE7136
 DE7136  HISTORY     - Date     Condition        Report By
 DE7136  HISTORY     - 2001     MONUMENTED       MNDT
 DE7136  HISTORY     - 20030820 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 (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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1621 ***********************************************************************
 PP1621  DESIGNATION -  473
 PP1621  PID         -  PP1621
 PP1621  STATE/COUNTY-  MN/RICE
 PP1621  USGS QUAD   -  MEDFORD WEST (1962)
 PP1621
 PP1621                         *CURRENT SURVEY CONTROL
 PP1621  ___________________________________________________________________
 PP1621* NAD 83(1986)-  44 14 33.     (N)    093 16 51.     (W)     SCALED    
 PP1621* NAVD 88     -       341.296  (meters)    1119.74   (feet)  ADJUSTED  
 PP1621  ___________________________________________________________________
 PP1621  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 PP1621  DYNAMIC HT  -         341.255 (meters)    1119.60  (feet)  COMP
 PP1621  MODELED GRAV-     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
 PP1621.and adjusted by the National Geodetic Survey in June 1991..
 PP1621
 PP1621.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF5937 ***********************************************************************
 DF5937  DESIGNATION -  48
 DF5937  PID         -  DF5937
 DF5937  STATE/COUNTY-  MN/PINE
 DF5937  USGS QUAD   -  FINLAYSON (1981)
 DF5937
 DF5937                         *CURRENT SURVEY CONTROL
 DF5937  ___________________________________________________________________
 DF5937* NAD 83(1996)-  46 09 09.43478(N)    092 55 44.00744(W)     ADJUSTED  
 DF5937* NAVD 88     -       342.6    (meters)    1124.     (feet)  GPS OBS   
 DF5937  ___________________________________________________________________
 DF5937  X           -    -226,169.578 (meters)                     COMP
 DF5937  Y           -  -4,420,537.688 (meters)                     COMP
 DF5937  Z           -   4,577,242.906 (meters)                     COMP
 DF5937  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 DF5937  ELLIP HEIGHT-         315.16  (meters)          (05/27/03) GPS OBS
 DF5937  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DF5937
 DF5937  HORZ ORDER  -  FIRST
 DF5937  ELLP ORDER  -  THIRD     CLASS I
 DF5937
 DF5937.The horizontal coordinates were established by GPS observations
 DF5937.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5937
 DF5937.The orthometric height was determined by GPS observations and a
 DF5937.high-resolution geoid model.
 DF5937
 DF5937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5937
 DF5937.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5937
 DF5937.The ellipsoidal height was determined by GPS observations
 DF5937.and is referenced to NAD 83.
 DF5937
 DF5937.The geoid height was determined by GEOID03.
 DF5937
 DF5937;                    North         East     Units Scale Factor Converg.
 DF5937;SPC MN C     -   228,960.097   902,043.554   MT  0.99992706   +0 57 20.4
 DF5937;UTM  15      - 5,111,007.391   505,490.979   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  =   0.99987766
 DF5937!UTM  15      -   0.99995060  x   0.99960037  =   0.99955099
 DF5937
 DF5937                          SUPERSEDED SURVEY CONTROL
 DF5937
 DF5937.No superseded survey control is available for this station.
 DF5937
 DF5937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0549111007(NAD 83)
 DF5937_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5937_STAMPING: NO 48
 DF5937_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5937+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5937
 DF5937  HISTORY     - Date     Condition        Report By
 DF5937  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0391 ***********************************************************************
 PP0391  DESIGNATION -  48 GJS
 PP0391  PID         -  PP0391
 PP0391  STATE/COUNTY-  MN/GOODHUE
 PP0391  USGS QUAD   -  WANAMINGO (1980)
 PP0391
 PP0391                         *CURRENT SURVEY CONTROL
 PP0391  ___________________________________________________________________
 PP0391* NAD 83(1986)-  44 17 01.     (N)    092 52 18.     (W)     SCALED    
 PP0391* NAVD 88     -       343.630  (meters)    1127.39   (feet)  ADJUSTED  
 PP0391  ___________________________________________________________________
 PP0391  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 PP0391  DYNAMIC HT  -         343.572 (meters)    1127.20  (feet)  COMP
 PP0391  MODELED GRAV-     980,440.2   (mgal)                       NAVD 88
 PP0391
 PP0391  VERT ORDER  -  SECOND    CLASS 0
 PP0391
 PP0391.The horizontal coordinates were scaled from a topographic map and have
 PP0391.an estimated accuracy of +/- 6 seconds.
 PP0391
 PP0391.The orthometric height was determined by differential leveling
 PP0391.and adjusted by the National Geodetic Survey in June 1991..
 PP0391
 PP0391.The geoid height was determined by GEOID03.
 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     -   243,250.      890,060.      MT  (+/- 180 meters Scaled)
 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: 15TWK102033(NAD 83)
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0423 ***********************************************************************
 OP0423  DESIGNATION -  48 MC
 OP0423  PID         -  OP0423
 OP0423  STATE/COUNTY-  MN/JACKSON
 OP0423  USGS QUAD   -  BREWSTER (1976)
 OP0423
 OP0423                         *CURRENT SURVEY CONTROL
 OP0423  ___________________________________________________________________
 OP0423* NAD 83(1986)-  43 37 49.     (N)    095 22 45.     (W)     SCALED    
 OP0423* NAVD 88     -       449.833  (meters)    1475.83   (feet)  ADJUSTED  
 OP0423  ___________________________________________________________________
 OP0423  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 OP0423  DYNAMIC HT  -         449.723 (meters)    1475.47  (feet)  COMP
 OP0423  MODELED GRAV-     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
 OP0423.and adjusted by the National Geodetic Survey in June 1991..
 OP0423
 OP0423.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF7376 ***********************************************************************
 DF7376  DESIGNATION -  48 SEM
 DF7376  PID         -  DF7376
 DF7376  STATE/COUNTY-  MN/AITKIN
 DF7376  USGS QUAD   -  ISLAND (1969)
 DF7376
 DF7376                         *CURRENT SURVEY CONTROL
 DF7376  ___________________________________________________________________
 DF7376* NAD 83(1996)-  46 54 44.53981(N)    093 05 08.79049(W)     ADJUSTED  
 DF7376* NAVD 88     -       388.6    (meters)    1275.     (feet)  GPS OBS   
 DF7376  ___________________________________________________________________
 DF7376  X           -    -234,974.741 (meters)                     COMP
 DF7376  Y           -  -4,358,723.827 (meters)                     COMP
 DF7376  Z           -   4,635,378.269 (meters)                     COMP
 DF7376  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 DF7376  ELLIP HEIGHT-         359.67  (meters)          (08/26/03) GPS OBS
 DF7376  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DF7376
 DF7376  HORZ ORDER  -  FIRST
 DF7376  ELLP ORDER  -  THIRD     CLASS I
 DF7376
 DF7376.The horizontal coordinates were established by GPS observations
 DF7376.and adjusted by the MN DEPT OF TRANSP in August 2003..
 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 DEFLEC99 derived deflections.
 DF7376
 DF7376.The ellipsoidal height was determined by GPS observations
 DF7376.and is referenced to NAD 83.
 DF7376
 DF7376.The geoid height was determined by GEOID03.
 DF7376
 DF7376;                    North         East     Units Scale Factor Converg.
 DF7376;SPC MN C     -   313,210.657   888,685.345   MT  0.99997283   +0 50 31.9
 DF7376;UTM  15      - 5,195,429.993   493,468.242   MT  0.99960052   -0 03 45.5
 DF7376
 DF7376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7376!SPC MN C     -   0.99994362  x   0.99997283  =   0.99991646
 DF7376!UTM  15      -   0.99994362  x   0.99960052  =   0.99954417
 DF7376
 DF7376|---------------------------------------------------------------------|
 DF7376| PID    Reference Object                     Distance      Geod. Az  |
 DF7376|                                                           dddmmss.s |
 DF7376| DF7422 LOUIS                               298.442 METERS 12712     |
 DF7376|---------------------------------------------------------------------|
 DF7376
 DF7376                          SUPERSEDED SURVEY CONTROL
 DF7376
 DF7376.No superseded survey control is available for this station.
 DF7376
 DF7376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9346895430(NAD 83)
 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 = OCTOBER  6, 2006
 DI0743 ***********************************************************************
 DI0743  DESIGNATION -  48 SEM
 DI0743  PID         -  DI0743
 DI0743  STATE/COUNTY-  MN/ROCK
 DI0743  USGS QUAD   -  ASH CREEK (1967)
 DI0743
 DI0743                         *CURRENT SURVEY CONTROL
 DI0743  ___________________________________________________________________
 DI0743* NAD 83(1996)-  43 30 01.19121(N)    096 14 08.24840(W)     ADJUSTED  
 DI0743* NAVD 88     -       449.8    (meters)    1476.     (feet)  GPS OBS   
 DI0743  ___________________________________________________________________
 DI0743  X           -    -503,352.234 (meters)                     COMP
 DI0743  Y           -  -4,606,756.540 (meters)                     COMP
 DI0743  Z           -   4,368,279.807 (meters)                     COMP
 DI0743  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 DI0743  ELLIP HEIGHT-         423.29  (meters)          (06/28/06) GPS OBS
 DI0743  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DI0743
 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 MN DEPT OF TRANSP in June 2006..
 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 DEFLEC99 derived deflections.
 DI0743
 DI0743.The ellipsoidal height was determined by GPS observations
 DI0743.and is referenced to NAD 83.
 DI0743
 DI0743.The geoid height was determined by GEOID03.
 DI0743
 DI0743;                    North         East     Units Scale Factor Converg.
 DI0743;SPC MN S     -   158,067.069   619,200.385   MT  1.00007332   -1 34 01.2
 DI0743;UTM  14      - 4,820,090.801   723,487.523   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  =   1.00000694
 DI0743!UTM  14      -   0.99993363  x   1.00021442  =   1.00014803
 DI0743
 DI0743                          SUPERSEDED SURVEY CONTROL
 DI0743
 DI0743.No superseded survey control is available for this station.
 DI0743
 DI0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2348820091(NAD 83)
 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 = OCTOBER  6, 2006
 AG9682 ***********************************************************************
 AG9682  DESIGNATION -  4801 A
 AG9682  PID         -  AG9682
 AG9682  STATE/COUNTY-  MN/MILLE LACS
 AG9682  USGS QUAD   -  FORESTON (1980)
 AG9682
 AG9682                         *CURRENT SURVEY CONTROL
 AG9682  ___________________________________________________________________
 AG9682* NAD 83(1986)-  45 44 54.     (N)    093 39 37.     (W)     SCALED    
 AG9682* NAVD 88     -       320.894  (meters)    1052.80   (feet)  ADJUSTED  
 AG9682  ___________________________________________________________________
 AG9682  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AG9682  DYNAMIC HT  -         320.889 (meters)    1052.78  (feet)  COMP
 AG9682  MODELED GRAV-     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
 AG9682.and adjusted by the National Geodetic Survey in August 2004..
 AG9682
 AG9682.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AG9680 ***********************************************************************
 AG9680  DESIGNATION -  4801 B
 AG9680  PID         -  AG9680
 AG9680  STATE/COUNTY-  MN/MILLE LACS
 AG9680  USGS QUAD   -  FORESTON (1980)
 AG9680
 AG9680                         *CURRENT SURVEY CONTROL
 AG9680  ___________________________________________________________________
 AG9680* NAD 83(1986)-  45 44 24.     (N)    093 42 01.     (W)     SCALED    
 AG9680* NAVD 88     -       325.737  (meters)    1068.69   (feet)  ADJUSTED  
 AG9680  ___________________________________________________________________
 AG9680  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AG9680  DYNAMIC HT  -         325.731 (meters)    1068.67  (feet)  COMP
 AG9680  MODELED GRAV-     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
 AG9680.and adjusted by the National Geodetic Survey in August 2004..
 AG9680
 AG9680.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AG9676 ***********************************************************************
 AG9676  DESIGNATION -  4801 C
 AG9676  PID         -  AG9676
 AG9676  STATE/COUNTY-  MN/MILLE LACS
 AG9676  USGS QUAD   -  RONNEBY (1968)
 AG9676
 AG9676                         *CURRENT SURVEY CONTROL
 AG9676  ___________________________________________________________________
 AG9676* NAD 83(1986)-  45 43 16.     (N)    093 45 21.     (W)     SCALED    
 AG9676* NAVD 88     -       337.340  (meters)    1106.76   (feet)  ADJUSTED  
 AG9676  ___________________________________________________________________
 AG9676  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AG9676  DYNAMIC HT  -         337.333 (meters)    1106.73  (feet)  COMP
 AG9676  MODELED GRAV-     980,587.2   (mgal)                       NAVD 88
 AG9676
 AG9676  VERT ORDER  -  SECOND    CLASS I
 AG9676
 AG9676.The horizontal coordinates were scaled from a topographic map and have
 AG9676.an estimated accuracy of +/- 6 seconds.
 AG9676
 AG9676.The orthometric height was determined by differential leveling
 AG9676.and adjusted by the National Geodetic Survey in August 2004..
 AG9676
 AG9676.The geoid height was determined by GEOID03.
 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     -   180,270.      838,470.      MT  (+/- 180 meters Scaled)
 AG9676
 AG9676                          SUPERSEDED SURVEY CONTROL
 AG9676
 AG9676.No superseded survey control is available for this station.
 AG9676
 AG9676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL411633(NAD 83)
 AG9676_MARKER: DV = VERTICAL CONTROL DISK
 AG9676_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9676_SP_SET: CULVERT HEADWALL
 AG9676_STAMPING: 4801 C 1993
 AG9676_MARK LOGO: MNDT  
 AG9676_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9676+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9676
 AG9676  HISTORY     - Date     Condition        Report By
 AG9676  HISTORY     - 1993     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9677 ***********************************************************************
 AG9677  DESIGNATION -  4801 D
 AG9677  PID         -  AG9677
 AG9677  STATE/COUNTY-  MN/MILLE LACS
 AG9677  USGS QUAD   -  FORESTON (1980)
 AG9677
 AG9677                         *CURRENT SURVEY CONTROL
 AG9677  ___________________________________________________________________
 AG9677* NAD 83(1986)-  45 43 32.     (N)    093 44 29.     (W)     SCALED    
 AG9677* NAVD 88     -       332.534  (meters)    1090.99   (feet)  ADJUSTED  
 AG9677  ___________________________________________________________________
 AG9677  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AG9677  DYNAMIC HT  -         332.528 (meters)    1090.97  (feet)  COMP
 AG9677  MODELED GRAV-     980,588.0   (mgal)                       NAVD 88
 AG9677
 AG9677  VERT ORDER  -  SECOND    CLASS I
 AG9677
 AG9677.The horizontal coordinates were scaled from a topographic map and have
 AG9677.an estimated accuracy of +/- 6 seconds.
 AG9677
 AG9677.The orthometric height was determined by differential leveling
 AG9677.and adjusted by the National Geodetic Survey in August 2004..
 AG9677
 AG9677.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AG9677;SPC MN C     -   180,770.      839,590.      MT  (+/- 180 meters Scaled)
 AG9677
 AG9677                          SUPERSEDED SURVEY CONTROL
 AG9677
 AG9677.No superseded survey control is available for this station.
 AG9677
 AG9677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL423638(NAD 83)
 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 - 1993
 AG9677_ROD/PIPE-DEPTH:  4.6 meters
 AG9677
 AG9677  HISTORY     - Date     Condition        Report By
 AG9677  HISTORY     - 1993     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9678 ***********************************************************************
 AG9678  DESIGNATION -  4801 E
 AG9678  PID         -  AG9678
 AG9678  STATE/COUNTY-  MN/MILLE LACS
 AG9678  USGS QUAD   -  FORESTON (1980)
 AG9678
 AG9678                         *CURRENT SURVEY CONTROL
 AG9678  ___________________________________________________________________
 AG9678* NAD 83(1986)-  45 43 47.     (N)    093 43 41.     (W)     SCALED    
 AG9678* NAVD 88     -       335.895  (meters)    1102.02   (feet)  ADJUSTED  
 AG9678  ___________________________________________________________________
 AG9678  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AG9678  DYNAMIC HT  -         335.889 (meters)    1102.00  (feet)  COMP
 AG9678  MODELED GRAV-     980,588.5   (mgal)                       NAVD 88
 AG9678
 AG9678  VERT ORDER  -  SECOND    CLASS I
 AG9678
 AG9678.The horizontal coordinates were scaled from a topographic map and have
 AG9678.an estimated accuracy of +/- 6 seconds.
 AG9678
 AG9678.The orthometric height was determined by differential leveling
 AG9678.and adjusted by the National Geodetic Survey in August 2004..
 AG9678
 AG9678.The geoid height was determined by GEOID03.
 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     -   181,240.      840,630.      MT  (+/- 180 meters Scaled)
 AG9678
 AG9678                          SUPERSEDED SURVEY CONTROL
 AG9678
 AG9678.No superseded survey control is available for this station.
 AG9678
 AG9678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL433642(NAD 83)
 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 SUITABLE FOR
 AG9678+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9678_ROD/PIPE-DEPTH:  7.6 meters
 AG9678
 AG9678  HISTORY     - Date     Condition        Report By
 AG9678  HISTORY     - 1993     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9679 ***********************************************************************
 AG9679  DESIGNATION -  4801 F
 AG9679  PID         -  AG9679
 AG9679  STATE/COUNTY-  MN/MILLE LACS
 AG9679  USGS QUAD   -  FORESTON (1980)
 AG9679
 AG9679                         *CURRENT SURVEY CONTROL
 AG9679  ___________________________________________________________________
 AG9679* NAD 83(1986)-  45 44 08.     (N)    093 42 37.     (W)     SCALED    
 AG9679* NAVD 88     -       332.714  (meters)    1091.58   (feet)  ADJUSTED  
 AG9679  ___________________________________________________________________
 AG9679  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AG9679  DYNAMIC HT  -         332.709 (meters)    1091.56  (feet)  COMP
 AG9679  MODELED GRAV-     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
 AG9679.and adjusted by the National Geodetic Survey in August 2004..
 AG9679
 AG9679.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AG9681 ***********************************************************************
 AG9681  DESIGNATION -  4801 G
 AG9681  PID         -  AG9681
 AG9681  STATE/COUNTY-  MN/MILLE LACS
 AG9681  USGS QUAD   -  FORESTON (1980)
 AG9681
 AG9681                         *CURRENT SURVEY CONTROL
 AG9681  ___________________________________________________________________
 AG9681* NAD 83(1986)-  45 44 35.     (N)    093 40 51.     (W)     SCALED    
 AG9681* NAVD 88     -       331.774  (meters)    1088.50   (feet)  ADJUSTED  
 AG9681  ___________________________________________________________________
 AG9681  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AG9681  DYNAMIC HT  -         331.768 (meters)    1088.48  (feet)  COMP
 AG9681  MODELED GRAV-     980,589.2   (mgal)                       NAVD 88
 AG9681
 AG9681  VERT ORDER  -  SECOND    CLASS I
 AG9681
 AG9681.The horizontal coordinates were scaled from a topographic map and have
 AG9681.an estimated accuracy of +/- 6 seconds.
 AG9681
 AG9681.The orthometric height was determined by differential leveling
 AG9681.and adjusted by the National Geodetic Survey in August 2004..
 AG9681
 AG9681.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AG9681;SPC MN C     -   182,750.      844,290.      MT  (+/- 180 meters Scaled)
 AG9681
 AG9681                          SUPERSEDED SURVEY CONTROL
 AG9681
 AG9681.No superseded survey control is available for this station.
 AG9681
 AG9681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL470657(NAD 83)
 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 - 1993
 AG9681_ROD/PIPE-DEPTH:  3.0 meters
 AG9681
 AG9681  HISTORY     - Date     Condition        Report By
 AG9681  HISTORY     - 1993     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2216 ***********************************************************************
 QO2216  DESIGNATION -  4802 A
 QO2216  PID         -  QO2216
 QO2216  STATE/COUNTY-  MN/MILLE LACS
 QO2216  USGS QUAD   -  MILACA (1968)
 QO2216
 QO2216                         *CURRENT SURVEY CONTROL
 QO2216  ___________________________________________________________________
 QO2216* NAD 83(1986)-  45 45 39.     (N)    093 37 35.     (W)     SCALED    
 QO2216* NAVD 88     -       326.687  (meters)    1071.81   (feet)  ADJUSTED  
 QO2216  ___________________________________________________________________
 QO2216  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 QO2216  DYNAMIC HT  -         326.681 (meters)    1071.79  (feet)  COMP
 QO2216  MODELED GRAV-     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
 QO2216.and adjusted by the National Geodetic Survey in June 1991..
 QO2216
 QO2216.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2217 ***********************************************************************
 QO2217  DESIGNATION -  4802 B
 QO2217  PID         -  QO2217
 QO2217  STATE/COUNTY-  MN/MILLE LACS
 QO2217  USGS QUAD   -  BOCK (1968)
 QO2217
 QO2217                         *CURRENT SURVEY CONTROL
 QO2217  ___________________________________________________________________
 QO2217* NAD 83(1986)-  45 45 57.     (N)    093 36 50.     (W)     SCALED    
 QO2217* NAVD 88     -       326.693  (meters)    1071.83   (feet)  ADJUSTED  
 QO2217  ___________________________________________________________________
 QO2217  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 QO2217  DYNAMIC HT  -         326.687 (meters)    1071.81  (feet)  COMP
 QO2217  MODELED GRAV-     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
 QO2217.and adjusted by the National Geodetic Survey in June 1991..
 QO2217
 QO2217.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO2218 ***********************************************************************
 QO2218  DESIGNATION -  4802 C
 QO2218  PID         -  QO2218
 QO2218  STATE/COUNTY-  MN/MILLE LACS
 QO2218  USGS QUAD   -  BOCK (1968)
 QO2218
 QO2218                         *CURRENT SURVEY CONTROL
 QO2218  ___________________________________________________________________
 QO2218* NAD 83(1986)-  45 46 16.     (N)    093 35 52.     (W)     SCALED    
 QO2218* NAVD 88     -       328.280  (meters)    1077.03   (feet)  ADJUSTED  
 QO2218  ___________________________________________________________________
 QO2218  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 QO2218  DYNAMIC HT  -         328.275 (meters)    1077.02  (feet)  COMP
 QO2218  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 QO2218
 QO2218  VERT ORDER  -  SECOND    CLASS I
 QO2218
 QO2218.The horizontal coordinates were scaled from a topographic map and have
 QO2218.an estimated accuracy of +/- 6 seconds.
 QO2218
 QO2218.The orthometric height was determined by differential leveling
 QO2218.and adjusted by the National Geodetic Survey in June 1991..
 QO2218
 QO2218.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QO2218;SPC MN C     -   185,920.      850,730.      MT  (+/- 180 meters Scaled)
 QO2218
 QO2218                          SUPERSEDED SURVEY CONTROL
 QO2218
 QO2218.No superseded survey control is available for this station.
 QO2218
 QO2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL535687(NAD 83)
 QO2218_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2218
 QO2218  HISTORY     - Date     Condition        Report By
 QO2218  HISTORY     - 1985     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2219 ***********************************************************************
 QO2219  DESIGNATION -  4802 D
 QO2219  PID         -  QO2219
 QO2219  STATE/COUNTY-  MN/MILLE LACS
 QO2219  USGS QUAD   -  BOCK (1968)
 QO2219
 QO2219                         *CURRENT SURVEY CONTROL
 QO2219  ___________________________________________________________________
 QO2219* NAD 83(1986)-  45 46 30.     (N)    093 35 20.     (W)     SCALED    
 QO2219* NAVD 88     -       332.145  (meters)    1089.71   (feet)  ADJUSTED  
 QO2219  ___________________________________________________________________
 QO2219  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 QO2219  DYNAMIC HT  -         332.140 (meters)    1089.70  (feet)  COMP
 QO2219  MODELED GRAV-     980,591.5   (mgal)                       NAVD 88
 QO2219
 QO2219  VERT ORDER  -  SECOND    CLASS I
 QO2219
 QO2219.The horizontal coordinates were scaled from a topographic map and have
 QO2219.an estimated accuracy of +/- 6 seconds.
 QO2219
 QO2219.The orthometric height was determined by differential leveling
 QO2219.and adjusted by the National Geodetic Survey in June 1991..
 QO2219
 QO2219.The geoid height was determined by GEOID03.
 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     -   186,350.      851,420.      MT  (+/- 180 meters Scaled)
 QO2219
 QO2219                          SUPERSEDED SURVEY CONTROL
 QO2219
 QO2219.No superseded survey control is available for this station.
 QO2219
 QO2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL542692(NAD 83)
 QO2219_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2219
 QO2219  HISTORY     - Date     Condition        Report By
 QO2219  HISTORY     - 1985     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2220 ***********************************************************************
 QO2220  DESIGNATION -  4802 E
 QO2220  PID         -  QO2220
 QO2220  STATE/COUNTY-  MN/MILLE LACS
 QO2220  USGS QUAD   -  BOCK (1968)
 QO2220
 QO2220                         *CURRENT SURVEY CONTROL
 QO2220  ___________________________________________________________________
 QO2220* NAD 83(1986)-  45 46 58.     (N)    093 33 53.     (W)     SCALED    
 QO2220* NAVD 88     -       326.651  (meters)    1071.69   (feet)  ADJUSTED  
 QO2220  ___________________________________________________________________
 QO2220  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 QO2220  DYNAMIC HT  -         326.647 (meters)    1071.67  (feet)  COMP
 QO2220  MODELED GRAV-     980,593.6   (mgal)                       NAVD 88
 QO2220
 QO2220  VERT ORDER  -  SECOND    CLASS I
 QO2220
 QO2220.The horizontal coordinates were scaled from a topographic map and have
 QO2220.an estimated accuracy of +/- 6 seconds.
 QO2220
 QO2220.The orthometric height was determined by differential leveling
 QO2220.and adjusted by the National Geodetic Survey in June 1991..
 QO2220
 QO2220.The geoid height was determined by GEOID03.
 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     -   187,230.      853,290.      MT  (+/- 180 meters Scaled)
 QO2220
 QO2220                          SUPERSEDED SURVEY CONTROL
 QO2220
 QO2220.No superseded survey control is available for this station.
 QO2220
 QO2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL561700(NAD 83)
 QO2220_MARKER: DB = BENCH MARK DISK
 QO2220_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO2220_SP_SET: CONCRETE BOX CULVERT
 QO2220_STAMPING: 4802 E 1985
 QO2220_MARK LOGO: MNDT  
 QO2220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2220+STABILITY: SURFACE MOTION
 QO2220
 QO2220  HISTORY     - Date     Condition        Report By
 QO2220  HISTORY     - 1985     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2221 ***********************************************************************
 QO2221  DESIGNATION -  4802 F
 QO2221  PID         -  QO2221
 QO2221  STATE/COUNTY-  MN/MILLE LACS
 QO2221  USGS QUAD   -  BOCK (1968)
 QO2221
 QO2221                         *CURRENT SURVEY CONTROL
 QO2221  ___________________________________________________________________
 QO2221* NAD 83(1986)-  45 47 19.     (N)    093 32 55.     (W)     SCALED    
 QO2221* NAVD 88     -       325.700  (meters)    1068.57   (feet)  ADJUSTED  
 QO2221  ___________________________________________________________________
 QO2221  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 QO2221  DYNAMIC HT  -         325.697 (meters)    1068.56  (feet)  COMP
 QO2221  MODELED GRAV-     980,595.4   (mgal)                       NAVD 88
 QO2221
 QO2221  VERT ORDER  -  SECOND    CLASS I
 QO2221
 QO2221.The horizontal coordinates were scaled from a topographic map and have
 QO2221.an estimated accuracy of +/- 6 seconds.
 QO2221
 QO2221.The orthometric height was determined by differential leveling
 QO2221.and adjusted by the National Geodetic Survey in June 1991..
 QO2221
 QO2221.The geoid height was determined by GEOID03.
 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     -   187,890.      854,540.      MT  (+/- 180 meters Scaled)
 QO2221
 QO2221                          SUPERSEDED SURVEY CONTROL
 QO2221
 QO2221.No superseded survey control is available for this station.
 QO2221
 QO2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL573707(NAD 83)
 QO2221_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2221+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2005
 QO2221
 QO2221  HISTORY     - Date     Condition        Report By
 QO2221  HISTORY     - 1985     MONUMENTED       MNDT
 QO2221  HISTORY     - 20050925 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2222 ***********************************************************************
 QO2222  DESIGNATION -  4802 G
 QO2222  PID         -  QO2222
 QO2222  STATE/COUNTY-  MN/MILLE LACS
 QO2222  USGS QUAD   -  BOCK (1968)
 QO2222
 QO2222                         *CURRENT SURVEY CONTROL
 QO2222  ___________________________________________________________________
 QO2222* NAD 83(1986)-  45 47 35.     (N)    093 32 11.     (W)     SCALED    
 QO2222* NAVD 88     -       327.965  (meters)    1076.00   (feet)  ADJUSTED  
 QO2222  ___________________________________________________________________
 QO2222  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 QO2222  DYNAMIC HT  -         327.962 (meters)    1075.99  (feet)  COMP
 QO2222  MODELED GRAV-     980,596.9   (mgal)                       NAVD 88
 QO2222
 QO2222  VERT ORDER  -  SECOND    CLASS I
 QO2222
 QO2222.The horizontal coordinates were scaled from a topographic map and have
 QO2222.an estimated accuracy of +/- 6 seconds.
 QO2222
 QO2222.The orthometric height was determined by differential leveling
 QO2222.and adjusted by the National Geodetic Survey in June 1991..
 QO2222
 QO2222.The geoid height was determined by GEOID03.
 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     -   188,400.      855,480.      MT  (+/- 180 meters Scaled)
 QO2222
 QO2222                          SUPERSEDED SURVEY CONTROL
 QO2222
 QO2222.No superseded survey control is available for this station.
 QO2222
 QO2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL583711(NAD 83)
 QO2222_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2222
 QO2222  HISTORY     - Date     Condition        Report By
 QO2222  HISTORY     - 1985     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2223 ***********************************************************************
 QO2223  DESIGNATION -  4802 H
 QO2223  PID         -  QO2223
 QO2223  STATE/COUNTY-  MN/MILLE LACS
 QO2223  USGS QUAD   -  BOCK (1968)
 QO2223
 QO2223                         *CURRENT SURVEY CONTROL
 QO2223  ___________________________________________________________________
 QO2223* NAD 83(1986)-  45 47 52.     (N)    093 31 26.     (W)     SCALED    
 QO2223* NAVD 88     -       324.823  (meters)    1065.69   (feet)  ADJUSTED  
 QO2223  ___________________________________________________________________
 QO2223  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 QO2223  DYNAMIC HT  -         324.821 (meters)    1065.68  (feet)  COMP
 QO2223  MODELED GRAV-     980,598.6   (mgal)                       NAVD 88
 QO2223
 QO2223  VERT ORDER  -  SECOND    CLASS I
 QO2223
 QO2223.The horizontal coordinates were scaled from a topographic map and have
 QO2223.an estimated accuracy of +/- 6 seconds.
 QO2223
 QO2223.The orthometric height was determined by differential leveling
 QO2223.and adjusted by the National Geodetic Survey in June 1991..
 QO2223
 QO2223.The geoid height was determined by GEOID03.
 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     -   188,930.      856,450.      MT  (+/- 180 meters Scaled)
 QO2223
 QO2223                          SUPERSEDED SURVEY CONTROL
 QO2223
 QO2223.No superseded survey control is available for this station.
 QO2223
 QO2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL592717(NAD 83)
 QO2223_MARKER: DB = BENCH MARK 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2223
 QO2223  HISTORY     - Date     Condition        Report By
 QO2223  HISTORY     - 1985     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8212 ***********************************************************************
 AH8212  DESIGNATION -  4803 D
 AH8212  PID         -  AH8212
 AH8212  STATE/COUNTY-  MN/MILLE LACS
 AH8212  USGS QUAD   -  ONAMIA (1968)
 AH8212
 AH8212                         *CURRENT SURVEY CONTROL
 AH8212  ___________________________________________________________________
 AH8212* NAD 83(1986)-  46 04 07.     (N)    093 40 48.     (W)     SCALED    
 AH8212* NAVD 88     -       383.610  (meters)    1258.56   (feet)  ADJUSTED  
 AH8212  ___________________________________________________________________
 AH8212  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AH8212  DYNAMIC HT  -         383.616 (meters)    1258.58  (feet)  COMP
 AH8212  MODELED GRAV-     980,617.9   (mgal)                       NAVD 88
 AH8212
 AH8212  VERT ORDER  -  SECOND    CLASS I
 AH8212
 AH8212.The horizontal coordinates were scaled from a topographic map and have
 AH8212.an estimated accuracy of +/- 6 seconds.
 AH8212
 AH8212.The orthometric height was determined by differential leveling
 AH8212.and adjusted by the National Geodetic Survey in August 2004..
 AH8212
 AH8212.The geoid height was determined by GEOID03.
 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     -   218,930.      844,100.      MT  (+/- 180 meters Scaled)
 AH8212
 AH8212                          SUPERSEDED SURVEY CONTROL
 AH8212
 AH8212.No superseded survey control is available for this station.
 AH8212
 AH8212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM474018(NAD 83)
 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 = OCTOBER  6, 2006
 AH8214 ***********************************************************************
 AH8214  DESIGNATION -  4803 F
 AH8214  PID         -  AH8214
 AH8214  STATE/COUNTY-  MN/MILLE LACS
 AH8214  USGS QUAD   -  ONAMIA (1968)
 AH8214
 AH8214                         *CURRENT SURVEY CONTROL
 AH8214  ___________________________________________________________________
 AH8214* NAD 83(1996)-  46 04 37.82578(N)    093 42 25.22910(W)     ADJUSTED  
 AH8214* NAVD 88     -       386.077  (meters)    1266.65   (feet)  ADJUSTED  
 AH8214  ___________________________________________________________________
 AH8214  X           -    -286,573.664 (meters)                     COMP
 AH8214  Y           -  -4,423,120.733 (meters)                     COMP
 AH8214  Z           -   4,571,460.705 (meters)                     COMP
 AH8214  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 AH8214  ELLIP HEIGHT-         358.92  (meters)          (01/20/06) GPS OBS
 AH8214  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AH8214  DYNAMIC HT  -         386.083 (meters)    1266.67  (feet)  COMP
 AH8214  MODELED GRAV-     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 MN DEPT OF TRANSP in January 2006..
 AH8214
 AH8214.The orthometric height was determined by differential leveling
 AH8214.and adjusted by the National Geodetic Survey in August 2004..
 AH8214
 AH8214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8214
 AH8214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8214
 AH8214.The ellipsoidal height was determined by GPS observations
 AH8214.and is referenced to NAD 83.
 AH8214
 AH8214.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH8214;SPC MN C     -   219,867.414   842,000.248   MT  0.99993209   +0 23 34.1
 AH8214;UTM  15      - 5,102,865.045   445,330.939   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  =   0.99987583
 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  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: 15TVM4533102865(NAD 83)
 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 = OCTOBER  6, 2006
 AH8215 ***********************************************************************
 AH8215  DESIGNATION -  4803 G
 AH8215  PID         -  AH8215
 AH8215  STATE/COUNTY-  MN/MILLE LACS
 AH8215  USGS QUAD   -  ONAMIA (1968)
 AH8215
 AH8215                         *CURRENT SURVEY CONTROL
 AH8215  ___________________________________________________________________
 AH8215* NAD 83(1996)-  46 04 35.22330(N)    093 43 06.23909(W)     ADJUSTED  
 AH8215* NAVD 88     -       385.620  (meters)    1265.15   (feet)  ADJUSTED  
 AH8215  ___________________________________________________________________
 AH8215  X           -    -287,456.805 (meters)                     COMP
 AH8215  Y           -  -4,423,121.108 (meters)                     COMP
 AH8215  Z           -   4,571,404.630 (meters)                     COMP
 AH8215  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 AH8215  ELLIP HEIGHT-         358.46  (meters)          (01/20/06) GPS OBS
 AH8215  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AH8215  DYNAMIC HT  -         385.626 (meters)    1265.17  (feet)  COMP
 AH8215  MODELED GRAV-     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 MN DEPT OF TRANSP in January 2006..
 AH8215
 AH8215.The orthometric height was determined by differential leveling
 AH8215.and adjusted by the National Geodetic Survey in August 2004..
 AH8215
 AH8215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8215
 AH8215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8215
 AH8215.The ellipsoidal height was determined by GPS observations
 AH8215.and is referenced to NAD 83.
 AH8215
 AH8215.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH8215;SPC MN C     -   219,781.091   841,119.659   MT  0.99993215   +0 23 04.4
 AH8215;UTM  15      - 5,102,792.616   444,449.360   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  =   0.99987596
 AH8215!UTM  15      -   0.99994381  x   0.99963793  =   0.99958176
 AH8215
 AH8215:                Primary Azimuth Mark                     Grid Az
 AH8215:SPC MN C     -  4803 F                                   084 24 04.4
 AH8215:UTM  15      -  4803 F                                   085 18 11.6
 AH8215
 AH8215|---------------------------------------------------------------------|
 AH8215| PID    Reference Object                     Distance      Geod. Az  |
 AH8215|                                                           dddmmss.s |
 AH8215| AH8214 4803 F                              APPROX. 0.9 KM 0844708.8 |
 AH8215|---------------------------------------------------------------------|
 AH8215
 AH8215                          SUPERSEDED SURVEY CONTROL
 AH8215
 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: 15TVM4444902793(NAD 83)
 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 = OCTOBER  6, 2006
 AH8216 ***********************************************************************
 AH8216  DESIGNATION -  4803 H
 AH8216  PID         -  AH8216
 AH8216  STATE/COUNTY-  MN/MILLE LACS
 AH8216  USGS QUAD   -  ONAMIA (1968)
 AH8216
 AH8216                         *CURRENT SURVEY CONTROL
 AH8216  ___________________________________________________________________
 AH8216* NAD 83(1996)-  46 04 37.43247(N)    093 44 46.80080(W)     ADJUSTED  
 AH8216* NAVD 88     -       394.996  (meters)    1295.92   (feet)  ADJUSTED  
 AH8216  ___________________________________________________________________
 AH8216  X           -    -289,610.422 (meters)                     COMP
 AH8216  Y           -  -4,422,937.930 (meters)                     COMP
 AH8216  Z           -   4,571,458.734 (meters)                     COMP
 AH8216  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 AH8216  ELLIP HEIGHT-         367.88  (meters)          (01/20/06) GPS OBS
 AH8216  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AH8216  DYNAMIC HT  -         395.002 (meters)    1295.94  (feet)  COMP
 AH8216  MODELED GRAV-     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 MN DEPT OF TRANSP in January 2006..
 AH8216
 AH8216.The orthometric height was determined by differential leveling
 AH8216.and adjusted by the National Geodetic Survey in August 2004..
 AH8216
 AH8216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8216
 AH8216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8216
 AH8216.The ellipsoidal height was determined by GPS observations
 AH8216.and is referenced to NAD 83.
 AH8216
 AH8216.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH8216;SPC MN C     -   219,835.173   838,958.555   MT  0.99993210   +0 21 51.6
 AH8216;UTM  15      - 5,102,880.686   442,290.008   MT  0.99964094   -0 32 15.3
 AH8216
 AH8216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8216!SPC MN C     -   0.99994233  x   0.99993210  =   0.99987444
 AH8216!UTM  15      -   0.99994233  x   0.99964094  =   0.99958329
 AH8216
 AH8216                          SUPERSEDED SURVEY CONTROL
 AH8216
 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: 15TVM4229002881(NAD 83)
 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 = OCTOBER  6, 2006
 AH8218 ***********************************************************************
 AH8218  DESIGNATION -  4803 K
 AH8218  PID         -  AH8218
 AH8218  STATE/COUNTY-  MN/MILLE LACS
 AH8218  USGS QUAD   -  HILLMAN SE (1968)
 AH8218
 AH8218                         *CURRENT SURVEY CONTROL
 AH8218  ___________________________________________________________________
 AH8218* NAD 83(1986)-  46 04 35.     (N)    093 46 39.     (W)     SCALED    
 AH8218* NAVD 88     -       396.224  (meters)    1299.94   (feet)  ADJUSTED  
 AH8218  ___________________________________________________________________
 AH8218  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AH8218  DYNAMIC HT  -         396.229 (meters)    1299.96  (feet)  COMP
 AH8218  MODELED GRAV-     980,616.6   (mgal)                       NAVD 88
 AH8218
 AH8218  VERT ORDER  -  SECOND    CLASS I
 AH8218
 AH8218.The horizontal coordinates were scaled from a topographic map and have
 AH8218.an estimated accuracy of +/- 6 seconds.
 AH8218
 AH8218.The orthometric height was determined by differential leveling
 AH8218.and adjusted by the National Geodetic Survey in August 2004..
 AH8218
 AH8218.The geoid height was determined by GEOID03.
 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     -   219,750.      836,550.      MT  (+/- 180 meters Scaled)
 AH8218
 AH8218                          SUPERSEDED SURVEY CONTROL
 AH8218
 AH8218.No superseded survey control is available for this station.
 AH8218
 AH8218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM398028(NAD 83)
 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 = OCTOBER  6, 2006
 AH8581 ***********************************************************************
 AH8581  DESIGNATION -  4804 A
 AH8581  PID         -  AH8581
 AH8581  STATE/COUNTY-  MN/MILLE LACS
 AH8581  USGS QUAD   -  WAHKON SOUTH (1968)
 AH8581
 AH8581                         *CURRENT SURVEY CONTROL
 AH8581  ___________________________________________________________________
 AH8581* NAD 83(1986)-  46 06 29.     (N)    093 37 25.     (W)     SCALED    
 AH8581* NAVD 88     -       386.957  (meters)    1269.54   (feet)  ADJUSTED  
 AH8581  ___________________________________________________________________
 AH8581  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AH8581  DYNAMIC HT  -         386.963 (meters)    1269.56  (feet)  COMP
 AH8581  MODELED GRAV-     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
 AH8581.and adjusted by the National Geodetic Survey in August 2004..
 AH8581
 AH8581.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH8582 ***********************************************************************
 AH8582  DESIGNATION -  4804 B
 AH8582  PID         -  AH8582
 AH8582  STATE/COUNTY-  MN/MILLE LACS
 AH8582  USGS QUAD   -  WAHKON SOUTH (1968)
 AH8582
 AH8582                         *CURRENT SURVEY CONTROL
 AH8582  ___________________________________________________________________
 AH8582* NAD 83(1986)-  46 06 44.     (N)    093 36 32.     (W)     SCALED    
 AH8582* NAVD 88     -       387.895  (meters)    1272.62   (feet)  ADJUSTED  
 AH8582  ___________________________________________________________________
 AH8582  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AH8582  DYNAMIC HT  -         387.901 (meters)    1272.64  (feet)  COMP
 AH8582  MODELED GRAV-     980,618.4   (mgal)                       NAVD 88
 AH8582
 AH8582  VERT ORDER  -  SECOND    CLASS I
 AH8582
 AH8582.The horizontal coordinates were scaled from a topographic map and have
 AH8582.an estimated accuracy of +/- 6 seconds.
 AH8582
 AH8582.The orthometric height was determined by differential leveling
 AH8582.and adjusted by the National Geodetic Survey in August 2004..
 AH8582
 AH8582.The geoid height was determined by GEOID03.
 AH8582
 AH8582.The dynamic height is computed by dividing the NAVD 88
 AH8582.geopotential number by the normal gravity value computed on the
 AH8582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8582.degrees latitude (g = 980.6199 gals.).
 AH8582
 AH8582.The modeled gravity was interpolated from observed gravity values.
 AH8582
 AH8582;                    North         East    Units  Estimated Accuracy
 AH8582;SPC MN C     -   223,820.      849,560.      MT  (+/- 180 meters Scaled)
 AH8582
 AH8582                          SUPERSEDED SURVEY CONTROL
 AH8582
 AH8582.No superseded survey control is available for this station.
 AH8582
 AH8582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM529066(NAD 83)
 AH8582_MARKER: DD = SURVEY DISK
 AH8582_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8582_STAMPING: 4804 B 1995
 AH8582_MARK LOGO: MNDT  
 AH8582_PROJECTION: FLUSH
 AH8582_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8582+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH8582_ROD/PIPE-DEPTH:  6.1 meters
 AH8582
 AH8582  HISTORY     - Date     Condition        Report By
 AH8582  HISTORY     - 1995     MONUMENTED       MNDT
 AH8582
 AH8582                          STATION DESCRIPTION
 AH8582
 AH8582'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH8582'THE MARK IS LOCATED ABOUT 1/2 MI NE OF COVE, 1.85 MI (2.98 KM) EAST
 AH8582'ALONG TH 27 FROM THE NORTH JCT OF TH 27 AND TH 169 ABOUT 3 MI (4.8 KM)
 AH8582'NORTH OF ONAMIA AT TH 27 MP 180.1, 44.0 FT (13.4 M) NORTH OF TH 27,
 AH8582'30.0 FT (9.1 M) EAST OF SQUIRE RD, 5.0 FT (1.5 M) WEST OF A P-POLE,
 AH8582'AND 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8583 ***********************************************************************
 AH8583  DESIGNATION -  4804 C
 AH8583  PID         -  AH8583
 AH8583  STATE/COUNTY-  MN/MILLE LACS
 AH8583  USGS QUAD   -  WAHKON SOUTH (1968)
 AH8583
 AH8583                         *CURRENT SURVEY CONTROL
 AH8583  ___________________________________________________________________
 AH8583* NAD 83(1986)-  46 07 10.     (N)    093 35 53.     (W)     SCALED    
 AH8583* NAVD 88     -       387.365  (meters)    1270.88   (feet)  ADJUSTED  
 AH8583  ___________________________________________________________________
 AH8583  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AH8583  DYNAMIC HT  -         387.371 (meters)    1270.90  (feet)  COMP
 AH8583  MODELED GRAV-     980,618.7   (mgal)                       NAVD 88
 AH8583
 AH8583  VERT ORDER  -  SECOND    CLASS I
 AH8583
 AH8583.The horizontal coordinates were scaled from a topographic map and have
 AH8583.an estimated accuracy of +/- 6 seconds.
 AH8583
 AH8583.The orthometric height was determined by differential leveling
 AH8583.and adjusted by the National Geodetic Survey in August 2004..
 AH8583
 AH8583.The geoid height was determined by GEOID03.
 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     -   224,630.      850,390.      MT  (+/- 180 meters Scaled)
 AH8583
 AH8583                          SUPERSEDED SURVEY CONTROL
 AH8583
 AH8583.No superseded survey control is available for this station.
 AH8583
 AH8583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM537074(NAD 83)
 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 = OCTOBER  6, 2006
 AH8584 ***********************************************************************
 AH8584  DESIGNATION -  4804 D
 AH8584  PID         -  AH8584
 AH8584  STATE/COUNTY-  MN/MILLE LACS
 AH8584  USGS QUAD   -  WAHKON SOUTH (1968)
 AH8584
 AH8584                         *CURRENT SURVEY CONTROL
 AH8584  ___________________________________________________________________
 AH8584* NAD 83(1986)-  46 07 04.     (N)    093 34 34.     (W)     SCALED    
 AH8584* NAVD 88     -       387.345  (meters)    1270.81   (feet)  ADJUSTED  
 AH8584  ___________________________________________________________________
 AH8584  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AH8584  DYNAMIC HT  -         387.351 (meters)    1270.83  (feet)  COMP
 AH8584  MODELED GRAV-     980,618.6   (mgal)                       NAVD 88
 AH8584
 AH8584  VERT ORDER  -  SECOND    CLASS I
 AH8584
 AH8584.The horizontal coordinates were scaled from a topographic map and have
 AH8584.an estimated accuracy of +/- 6 seconds.
 AH8584
 AH8584.The orthometric height was determined by differential leveling
 AH8584.and adjusted by the National Geodetic Survey in August 2004..
 AH8584
 AH8584.The geoid height was determined by GEOID03.
 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     -   224,460.      852,090.      MT  (+/- 180 meters Scaled)
 AH8584
 AH8584                          SUPERSEDED SURVEY CONTROL
 AH8584
 AH8584.No superseded survey control is available for this station.
 AH8584
 AH8584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM554072(NAD 83)
 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 = OCTOBER  6, 2006
 AH8585 ***********************************************************************
 AH8585  DESIGNATION -  4804 E
 AH8585  PID         -  AH8585
 AH8585  STATE/COUNTY-  MN/MILLE LACS
 AH8585  USGS QUAD   -  WAHKON SOUTH (1968)
 AH8585
 AH8585                         *CURRENT SURVEY CONTROL
 AH8585  ___________________________________________________________________
 AH8585* NAD 83(1986)-  46 07 06.     (N)    093 33 22.     (W)     SCALED    
 AH8585* NAVD 88     -       383.599  (meters)    1258.52   (feet)  ADJUSTED  
 AH8585  ___________________________________________________________________
 AH8585  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AH8585  DYNAMIC HT  -         383.605 (meters)    1258.54  (feet)  COMP
 AH8585  MODELED GRAV-     980,618.6   (mgal)                       NAVD 88
 AH8585
 AH8585  VERT ORDER  -  SECOND    CLASS I
 AH8585
 AH8585.The horizontal coordinates were scaled from a topographic map and have
 AH8585.an estimated accuracy of +/- 6 seconds.
 AH8585
 AH8585.The orthometric height was determined by differential leveling
 AH8585.and adjusted by the National Geodetic Survey in August 2004..
 AH8585
 AH8585.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 AH8585;SPC MN C     -   224,530.      853,630.      MT  (+/- 180 meters Scaled)
 AH8585
 AH8585                          SUPERSEDED SURVEY CONTROL
 AH8585
 AH8585.No superseded survey control is available for this station.
 AH8585
 AH8585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM570073(NAD 83)
 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 - 1995
 AH8585_ROD/PIPE-DEPTH:  8.2 meters
 AH8585
 AH8585  HISTORY     - Date     Condition        Report By
 AH8585  HISTORY     - 1995     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8586 ***********************************************************************
 AH8586  DESIGNATION -  4804 F
 AH8586  PID         -  AH8586
 AH8586  STATE/COUNTY-  MN/MILLE LACS
 AH8586  USGS QUAD   -  WAHKON SOUTH (1968)
 AH8586
 AH8586                         *CURRENT SURVEY CONTROL
 AH8586  ___________________________________________________________________
 AH8586* NAD 83(1986)-  46 07 05.     (N)    093 32 24.     (W)     SCALED    
 AH8586* NAVD 88     -       382.640  (meters)    1255.38   (feet)  ADJUSTED  
 AH8586  ___________________________________________________________________
 AH8586  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AH8586  DYNAMIC HT  -         382.646 (meters)    1255.40  (feet)  COMP
 AH8586  MODELED GRAV-     980,618.6   (mgal)                       NAVD 88
 AH8586
 AH8586  VERT ORDER  -  SECOND    CLASS I
 AH8586
 AH8586.The horizontal coordinates were scaled from a topographic map and have
 AH8586.an estimated accuracy of +/- 6 seconds.
 AH8586
 AH8586.The orthometric height was determined by differential leveling
 AH8586.and adjusted by the National Geodetic Survey in August 2004..
 AH8586
 AH8586.The geoid height was determined by GEOID03.
 AH8586
 AH8586.The dynamic height is computed by dividing the NAVD 88
 AH8586.geopotential number by the normal gravity value computed on the
 AH8586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8586.degrees latitude (g = 980.6199 gals.).
 AH8586
 AH8586.The modeled gravity was interpolated from observed gravity values.
 AH8586
 AH8586;                    North         East    Units  Estimated Accuracy
 AH8586;SPC MN C     -   224,510.      854,880.      MT  (+/- 180 meters Scaled)
 AH8586
 AH8586                          SUPERSEDED SURVEY CONTROL
 AH8586
 AH8586.No superseded survey control is available for this station.
 AH8586
 AH8586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM582073(NAD 83)
 AH8586_MARKER: DD = SURVEY DISK
 AH8586_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8586_STAMPING: 4804 F 1995
 AH8586_MARK LOGO: MNDT  
 AH8586_PROJECTION: FLUSH
 AH8586_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8586+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH8586_ROD/PIPE-DEPTH:  9.8 meters
 AH8586
 AH8586  HISTORY     - Date     Condition        Report By
 AH8586  HISTORY     - 1995     MONUMENTED       MNDT
 AH8586
 AH8586                          STATION DESCRIPTION
 AH8586
 AH8586'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH8586'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) WEST OF WAHKON, 5.55 MI (8.93
 AH8586'KM) NORTH OF ONAMIA, AT TH 27 MP 183.80, 103.9 FT (31.7 M) NORTH OF TH
 AH8586'27, 50.9 FT (15.5 M) NORTH OF A P-POLE, 81.0 FT (24.7 M) NE OF A TEL
 AH8586'CABLE PEDESTAL, 4.0 FT (1.2 M) EAST OF A P-POLE, AND 1.3 FT (0.4 M)
 AH8586'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8587 ***********************************************************************
 AH8587  DESIGNATION -  4804 G
 AH8587  PID         -  AH8587
 AH8587  STATE/COUNTY-  MN/MILLE LACS
 AH8587  USGS QUAD   -  WAHKON SOUTH (1968)
 AH8587
 AH8587                         *CURRENT SURVEY CONTROL
 AH8587  ___________________________________________________________________
 AH8587* NAD 83(1986)-  46 07 04.     (N)    093 31 11.     (W)     SCALED    
 AH8587* NAVD 88     -       386.642  (meters)    1268.51   (feet)  ADJUSTED  
 AH8587  ___________________________________________________________________
 AH8587  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AH8587  DYNAMIC HT  -         386.648 (meters)    1268.53  (feet)  COMP
 AH8587  MODELED GRAV-     980,618.7   (mgal)                       NAVD 88
 AH8587
 AH8587  VERT ORDER  -  SECOND    CLASS I
 AH8587
 AH8587.The horizontal coordinates were scaled from a topographic map and have
 AH8587.an estimated accuracy of +/- 6 seconds.
 AH8587
 AH8587.The orthometric height was determined by differential leveling
 AH8587.and adjusted by the National Geodetic Survey in August 2004..
 AH8587
 AH8587.The geoid height was determined by GEOID03.
 AH8587
 AH8587.The dynamic height is computed by dividing the NAVD 88
 AH8587.geopotential number by the normal gravity value computed on the
 AH8587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8587.degrees latitude (g = 980.6199 gals.).
 AH8587
 AH8587.The modeled gravity was interpolated from observed gravity values.
 AH8587
 AH8587;                    North         East    Units  Estimated Accuracy
 AH8587;SPC MN C     -   224,500.      856,450.      MT  (+/- 180 meters Scaled)
 AH8587
 AH8587                          SUPERSEDED SURVEY CONTROL
 AH8587
 AH8587.No superseded survey control is available for this station.
 AH8587
 AH8587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM598072(NAD 83)
 AH8587_MARKER: DD = SURVEY DISK
 AH8587_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8587_STAMPING: 4804 G 1995
 AH8587_MARK LOGO: MNDT  
 AH8587_PROJECTION: FLUSH
 AH8587_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8587+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH8587_ROD/PIPE-DEPTH:  6.1 meters
 AH8587
 AH8587  HISTORY     - Date     Condition        Report By
 AH8587  HISTORY     - 1995     MONUMENTED       MNDT
 AH8587
 AH8587                          STATION DESCRIPTION
 AH8587
 AH8587'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH8587'THE MARK IS LOCATED IN WAHKON, 3.6 MI (5.8 KM) EAST ALONG FIRST AVE,
 AH8587'53.0 FT (16.2 M) SOUTH OF FIRST AVE, 46.8 FT (14.3 M) NNW OF A
 AH8587'BITUMINOUS BIKE TRAIL, 6.5 FT (2.0 M) WEST OF A P-POLE, AND 1.5 FT
 AH8587'(0.5 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8588 ***********************************************************************
 AH8588  DESIGNATION -  4804 H
 AH8588  PID         -  AH8588
 AH8588  STATE/COUNTY-  MN/MILLE LACS
 AH8588  USGS QUAD   -  ISLE (1968)
 AH8588
 AH8588                         *CURRENT SURVEY CONTROL
 AH8588  ___________________________________________________________________
 AH8588* NAD 83(1986)-  46 07 56.     (N)    093 29 57.     (W)     SCALED    
 AH8588* NAVD 88     -       387.769  (meters)    1272.21   (feet)  ADJUSTED  
 AH8588  ___________________________________________________________________
 AH8588  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AH8588  DYNAMIC HT  -         387.775 (meters)    1272.23  (feet)  COMP
 AH8588  MODELED GRAV-     980,618.9   (mgal)                       NAVD 88
 AH8588
 AH8588  VERT ORDER  -  SECOND    CLASS I
 AH8588
 AH8588.The horizontal coordinates were scaled from a topographic map and have
 AH8588.an estimated accuracy of +/- 6 seconds.
 AH8588
 AH8588.The orthometric height was determined by differential leveling
 AH8588.and adjusted by the National Geodetic Survey in August 2004..
 AH8588
 AH8588.The geoid height was determined by GEOID03.
 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     -   226,120.      858,020.      MT  (+/- 180 meters Scaled)
 AH8588
 AH8588                          SUPERSEDED SURVEY CONTROL
 AH8588
 AH8588.No superseded survey control is available for this station.
 AH8588
 AH8588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM614088(NAD 83)
 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 = OCTOBER  6, 2006
 AH8589 ***********************************************************************
 AH8589  DESIGNATION -  4804 J
 AH8589  PID         -  AH8589
 AH8589  STATE/COUNTY-  MN/MILLE LACS
 AH8589  USGS QUAD   -  ISLE (1968)
 AH8589
 AH8589                         *CURRENT SURVEY CONTROL
 AH8589  ___________________________________________________________________
 AH8589* NAD 83(1986)-  46 08 10.     (N)    093 29 07.     (W)     SCALED    
 AH8589* NAVD 88     -       385.735  (meters)    1265.53   (feet)  ADJUSTED  
 AH8589  ___________________________________________________________________
 AH8589  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AH8589  DYNAMIC HT  -         385.741 (meters)    1265.55  (feet)  COMP
 AH8589  MODELED GRAV-     980,619.4   (mgal)                       NAVD 88
 AH8589
 AH8589  VERT ORDER  -  SECOND    CLASS I
 AH8589
 AH8589.The horizontal coordinates were scaled from a topographic map and have
 AH8589.an estimated accuracy of +/- 6 seconds.
 AH8589
 AH8589.The orthometric height was determined by differential leveling
 AH8589.and adjusted by the National Geodetic Survey in August 2004..
 AH8589
 AH8589.The geoid height was determined by GEOID03.
 AH8589
 AH8589.The dynamic height is computed by dividing the NAVD 88
 AH8589.geopotential number by the normal gravity value computed on the
 AH8589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8589.degrees latitude (g = 980.6199 gals.).
 AH8589
 AH8589.The modeled gravity was interpolated from observed gravity values.
 AH8589
 AH8589;                    North         East    Units  Estimated Accuracy
 AH8589;SPC MN C     -   226,560.      859,090.      MT  (+/- 180 meters Scaled)
 AH8589
 AH8589                          SUPERSEDED SURVEY CONTROL
 AH8589
 AH8589.No superseded survey control is available for this station.
 AH8589
 AH8589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM625092(NAD 83)
 AH8589_MARKER: DD = SURVEY DISK
 AH8589_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8589_STAMPING: 4804 J 1995
 AH8589_MARK LOGO: MNDT  
 AH8589_PROJECTION: FLUSH
 AH8589_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8589+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH8589_ROD/PIPE-DEPTH:  3.7 meters
 AH8589
 AH8589  HISTORY     - Date     Condition        Report By
 AH8589  HISTORY     - 1995     MONUMENTED       MNDT
 AH8589
 AH8589                          STATION DESCRIPTION
 AH8589
 AH8589'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH8589'THE MARK IS LOCATED ABOUT 1/2 MI WEST OF ISLE, 1.2 MI (1.9 KM) WEST
 AH8589'ALONG TH 27 FROM THE JCT OF TH 27 AND TH 47 IN ISLE, AT TH 27 MP
 AH8589'187.2, 66.0 FT (20.1 M) SE OF TH 27, 35.0 FT (10.7 M) SOUTH OF ISLE ST
 AH8589'WEST, 97.0 FT (29.6 M) SW OF A P-POLE WITH A TRANSFORMER, 76.0 FT
 AH8589'(23.2 M) SW OF A TEL CABLE PEDESTAL, AND 1.0 FT (0.3 M) NW OF A
 AH8589'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8590 ***********************************************************************
 AH8590  DESIGNATION -  4804 K
 AH8590  PID         -  AH8590
 AH8590  STATE/COUNTY-  MN/MILLE LACS
 AH8590  USGS QUAD   -  ISLE (1968)
 AH8590
 AH8590                         *CURRENT SURVEY CONTROL
 AH8590  ___________________________________________________________________
 AH8590* NAD 83(1986)-  46 08 13.     (N)    093 28 11.     (W)     SCALED    
 AH8590* NAVD 88     -       388.879  (meters)    1275.85   (feet)  ADJUSTED  
 AH8590  ___________________________________________________________________
 AH8590  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AH8590  DYNAMIC HT  -         388.886 (meters)    1275.87  (feet)  COMP
 AH8590  MODELED GRAV-     980,619.6   (mgal)                       NAVD 88
 AH8590
 AH8590  VERT ORDER  -  SECOND    CLASS I
 AH8590
 AH8590.The horizontal coordinates were scaled from a topographic map and have
 AH8590.an estimated accuracy of +/- 6 seconds.
 AH8590
 AH8590.The orthometric height was determined by differential leveling
 AH8590.and adjusted by the National Geodetic Survey in August 2004..
 AH8590
 AH8590.The geoid height was determined by GEOID03.
 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     -   226,660.      860,290.      MT  (+/- 180 meters Scaled)
 AH8590
 AH8590                          SUPERSEDED SURVEY CONTROL
 AH8590
 AH8590.No superseded survey control is available for this station.
 AH8590
 AH8590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM637093(NAD 83)
 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 = OCTOBER  6, 2006
 DG6944 ***********************************************************************
 DG6944  DESIGNATION -  4807 A
 DG6944  PID         -  DG6944
 DG6944  STATE/COUNTY-  MN/MILLE LACS
 DG6944  USGS QUAD   -  ISLE (1968)
 DG6944
 DG6944                         *CURRENT SURVEY CONTROL
 DG6944  ___________________________________________________________________
 DG6944* NAD 83(1986)-  46 10 14.     (N)    093 28 19.     (W)     SCALED    
 DG6944* NAVD 88     -       388.655  (meters)    1275.11   (feet)  ADJUSTED  
 DG6944  ___________________________________________________________________
 DG6944  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DG6944  DYNAMIC HT  -         388.662 (meters)    1275.14  (feet)  COMP
 DG6944  MODELED GRAV-     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
 DG6944.and adjusted by the National Geodetic Survey in December 2004..
 DG6944
 DG6944.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG6945 ***********************************************************************
 DG6945  DESIGNATION -  4807 B
 DG6945  PID         -  DG6945
 DG6945  STATE/COUNTY-  MN/MILLE LACS
 DG6945  USGS QUAD   -  ISLE (1968)
 DG6945
 DG6945                         *CURRENT SURVEY CONTROL
 DG6945  ___________________________________________________________________
 DG6945* NAD 83(1986)-  46 10 59.     (N)    093 28 54.     (W)     SCALED    
 DG6945* NAVD 88     -       385.316  (meters)    1264.16   (feet)  ADJUSTED  
 DG6945  ___________________________________________________________________
 DG6945  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DG6945  DYNAMIC HT  -         385.323 (meters)    1264.18  (feet)  COMP
 DG6945  MODELED GRAV-     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
 DG6945.and adjusted by the National Geodetic Survey in December 2004..
 DG6945
 DG6945.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG6947 ***********************************************************************
 DG6947  DESIGNATION -  4807 C
 DG6947  PID         -  DG6947
 DG6947  STATE/COUNTY-  MN/MILLE LACS
 DG6947  USGS QUAD   -  ISLE (1968)
 DG6947
 DG6947                         *CURRENT SURVEY CONTROL
 DG6947  ___________________________________________________________________
 DG6947* NAD 83(1986)-  46 12 45.     (N)    093 29 58.     (W)     SCALED    
 DG6947* NAVD 88     -       384.699  (meters)    1262.13   (feet)  ADJUSTED  
 DG6947  ___________________________________________________________________
 DG6947  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DG6947  DYNAMIC HT  -         384.707 (meters)    1262.16  (feet)  COMP
 DG6947  MODELED GRAV-     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
 DG6947.and adjusted by the National Geodetic Survey in December 2004..
 DG6947
 DG6947.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG6948 ***********************************************************************
 DG6948  DESIGNATION -  4807 D
 DG6948  PID         -  DG6948
 DG6948  STATE/COUNTY-  MN/MILLE LACS
 DG6948  USGS QUAD   -  WAHKON NORTH (1968)
 DG6948
 DG6948                         *CURRENT SURVEY CONTROL
 DG6948  ___________________________________________________________________
 DG6948* NAD 83(1986)-  46 13 27.     (N)    093 31 08.     (W)     SCALED    
 DG6948* NAVD 88     -       384.340  (meters)    1260.96   (feet)  ADJUSTED  
 DG6948  ___________________________________________________________________
 DG6948  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DG6948  DYNAMIC HT  -         384.348 (meters)    1260.98  (feet)  COMP
 DG6948  MODELED GRAV-     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
 DG6948.and adjusted by the National Geodetic Survey in December 2004..
 DG6948
 DG6948.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF4806 ***********************************************************************
 DF4806  DESIGNATION -  4807 F
 DF4806  PID         -  DF4806
 DF4806  STATE/COUNTY-  MN/MILLE LACS
 DF4806  USGS QUAD   -  ISLE (1968)
 DF4806
 DF4806                         *CURRENT SURVEY CONTROL
 DF4806  ___________________________________________________________________
 DF4806* NAD 83(1996)-  46 11 56.92610(N)    093 29 23.52513(W)     ADJUSTED  
 DF4806* NAVD 88     -       382.757  (meters)    1255.76   (feet)  ADJUSTED  
 DF4806  ___________________________________________________________________
 DF4806  X           -    -269,213.646 (meters)                     COMP
 DF4806  Y           -  -4,414,414.897 (meters)                     COMP
 DF4806  Z           -   4,580,853.134 (meters)                     COMP
 DF4806  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DF4806  ELLIP HEIGHT-         355.41  (meters)          (03/21/03) GPS OBS
 DF4806  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DF4806  DYNAMIC HT  -         382.765 (meters)    1255.79  (feet)  COMP
 DF4806  MODELED GRAV-     980,623.5   (mgal)                       NAVD 88
 DF4806
 DF4806  HORZ ORDER  -  FIRST
 DF4806  VERT ORDER  -  SECOND    CLASS I
 DF4806  ELLP ORDER  -  THIRD     CLASS II
 DF4806
 DF4806.The horizontal coordinates were established by GPS observations
 DF4806.and adjusted by the MN DEPT OF TRANSP in March 2003..
 DF4806
 DF4806.The orthometric height was determined by differential leveling
 DF4806.and adjusted by the National Geodetic Survey in December 2004..
 DF4806
 DF4806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4806
 DF4806.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4806
 DF4806.The ellipsoidal height was determined by GPS observations
 DF4806.and is referenced to NAD 83.
 DF4806
 DF4806.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 DF4806;SPC MN C     -   233,561.693   858,665.411   MT  0.99992482   +0 32 59.5
 DF4806;UTM  15      - 5,116,290.996   462,204.712   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  =   0.99986911
 DF4806!UTM  15      -   0.99994429  x   0.99961756  =   0.99956187
 DF4806
 DF4806                          SUPERSEDED SURVEY CONTROL
 DF4806
 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: 15TVM6220516291(NAD 83)
 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 - October 31, 2000
 DF4806_ROD/PIPE-DEPTH: 13.7 meters
 DF4806
 DF4806  HISTORY     - Date     Condition        Report By
 DF4806  HISTORY     - 2000     MONUMENTED       MNDT
 DF4806  HISTORY     - 20001031 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3277 ***********************************************************************
 AH3277  DESIGNATION -  4809 A
 AH3277  PID         -  AH3277
 AH3277  STATE/COUNTY-  MN/MILLE LACS
 AH3277  USGS QUAD   -  PRINCETON (1982)
 AH3277
 AH3277                         *CURRENT SURVEY CONTROL
 AH3277  ___________________________________________________________________
 AH3277* NAD 83(1996)-  45 34 40.72604(N)    093 36 52.99685(W)     ADJUSTED  
 AH3277* NAVD 88     -       297.770  (meters)     976.93   (feet)  ADJUSTED  
 AH3277  ___________________________________________________________________
 AH3277  X           -    -281,954.168 (meters)                     COMP
 AH3277  Y           -  -4,463,233.415 (meters)                     COMP
 AH3277  Z           -   4,532,732.499 (meters)                     COMP
 AH3277  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 AH3277  ELLIP HEIGHT-         270.02  (meters)          (09/28/98) GPS OBS
 AH3277  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AH3277  DYNAMIC HT  -         297.761 (meters)     976.90  (feet)  COMP
 AH3277  MODELED GRAV-     980,576.5   (mgal)                       NAVD 88
 AH3277
 AH3277  HORZ ORDER  -  FIRST
 AH3277  VERT ORDER  -  SECOND    CLASS I
 AH3277  ELLP ORDER  -  FOURTH    CLASS I
 AH3277
 AH3277.The horizontal coordinates were established by GPS observations
 AH3277.and adjusted by the National Geodetic Survey in September 1998..
 AH3277
 AH3277.The orthometric height was determined by differential leveling
 AH3277.and adjusted by the National Geodetic Survey in August 2004..
 AH3277
 AH3277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3277
 AH3277.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3277
 AH3277.The ellipsoidal height was determined by GPS observations
 AH3277.and is referenced to NAD 83.
 AH3277
 AH3277.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH3277;SPC MN C     -   164,439.856   849,583.459   MT  1.00000861   +0 27 34.4
 AH3277;UTM  15      - 5,047,343.607   452,040.145   MT  0.99962828   -0 26 20.6
 AH3277
 AH3277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3277!SPC MN C     -   0.99995767  x   1.00000861  =   0.99996628
 AH3277!UTM  15      -   0.99995767  x   0.99962828  =   0.99958596
 AH3277
 AH3277:                Primary Azimuth Mark                     Grid Az
 AH3277:SPC MN C     -  4809 B                                   262 28 51.9
 AH3277:UTM  15      -  4809 B                                   263 22 46.9
 AH3277
 AH3277|---------------------------------------------------------------------|
 AH3277| PID    Reference Object                     Distance      Geod. Az  |
 AH3277|                                                           dddmmss.s |
 AH3277| AH3276 4809 B                              APPROX. 1.2 KM 2625626.3 |
 AH3277|---------------------------------------------------------------------|
 AH3277
 AH3277                          SUPERSEDED SURVEY CONTROL
 AH3277
 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: 15TVL5204047344(NAD 83)
 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 = OCTOBER  6, 2006
 AH3276 ***********************************************************************
 AH3276  DESIGNATION -  4809 B
 AH3276  PID         -  AH3276
 AH3276  STATE/COUNTY-  MN/MILLE LACS
 AH3276  USGS QUAD   -  PRINCETON SW (1968)
 AH3276
 AH3276                         *CURRENT SURVEY CONTROL
 AH3276  ___________________________________________________________________
 AH3276* NAD 83(1996)-  45 34 35.94557(N)    093 37 47.92415(W)     ADJUSTED  
 AH3276* NAVD 88     -       300.361  (meters)     985.43   (feet)  ADJUSTED  
 AH3276  ___________________________________________________________________
 AH3276  X           -    -283,149.485 (meters)                     COMP
 AH3276  Y           -  -4,463,265.196 (meters)                     COMP
 AH3276  Z           -   4,532,631.055 (meters)                     COMP
 AH3276  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 AH3276  ELLIP HEIGHT-         272.63  (meters)          (09/28/98) GPS OBS
 AH3276  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AH3276  DYNAMIC HT  -         300.352 (meters)     985.40  (feet)  COMP
 AH3276  MODELED GRAV-     980,577.2   (mgal)                       NAVD 88
 AH3276
 AH3276  HORZ ORDER  -  FIRST
 AH3276  VERT ORDER  -  SECOND    CLASS I
 AH3276  ELLP ORDER  -  FOURTH    CLASS I
 AH3276
 AH3276.The horizontal coordinates were established by GPS observations
 AH3276.and adjusted by the National Geodetic Survey in September 1998..
 AH3276
 AH3276.The orthometric height was determined by differential leveling
 AH3276.and adjusted by the National Geodetic Survey in August 2004..
 AH3276
 AH3276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3276
 AH3276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3276
 AH3276.The ellipsoidal height was determined by GPS observations
 AH3276.and is referenced to NAD 83.
 AH3276
 AH3276.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH3276;SPC MN C     -   164,282.834   848,393.785   MT  1.00000891   +0 26 54.7
 AH3276;UTM  15      - 5,047,205.314   450,848.608   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 52.4
 AH3276:UTM  15      -  4809 A                                   083 22 46.9
 AH3276
 AH3276|---------------------------------------------------------------------|
 AH3276| PID    Reference Object                     Distance      Geod. Az  |
 AH3276|                                                           dddmmss.s |
 AH3276| AH3277 4809 A                              APPROX. 1.2 KM 0825547.1 |
 AH3276|---------------------------------------------------------------------|
 AH3276
 AH3276                          SUPERSEDED SURVEY CONTROL
 AH3276
 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: 15TVL5084947205(NAD 83)
 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 = OCTOBER  6, 2006
 AH3275 ***********************************************************************
 AH3275  DESIGNATION -  4809 C
 AH3275  PID         -  AH3275
 AH3275  STATE/COUNTY-  MN/MILLE LACS
 AH3275  USGS QUAD   -  PRINCETON SW (1968)
 AH3275
 AH3275                         *CURRENT SURVEY CONTROL
 AH3275  ___________________________________________________________________
 AH3275* NAD 83(1996)-  45 34 50.65584(N)    093 38 45.35600(W)     ADJUSTED  
 AH3275* NAVD 88     -       299.776  (meters)     983.52   (feet)  ADJUSTED  
 AH3275  ___________________________________________________________________
 AH3275  X           -    -284,371.562 (meters)                     COMP
 AH3275  Y           -  -4,462,862.082 (meters)                     COMP
 AH3275  Z           -   4,532,948.549 (meters)                     COMP
 AH3275  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 AH3275  ELLIP HEIGHT-         272.08  (meters)          (09/28/98) GPS OBS
 AH3275  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AH3275  DYNAMIC HT  -         299.767 (meters)     983.49  (feet)  COMP
 AH3275  MODELED GRAV-     980,579.3   (mgal)                       NAVD 88
 AH3275
 AH3275  HORZ ORDER  -  FIRST
 AH3275  VERT ORDER  -  SECOND    CLASS I
 AH3275  ELLP ORDER  -  FOURTH    CLASS I
 AH3275
 AH3275.The horizontal coordinates were established by GPS observations
 AH3275.and adjusted by the National Geodetic Survey in September 1998..
 AH3275
 AH3275.The orthometric height was determined by differential leveling
 AH3275.and adjusted by the National Geodetic Survey in August 2004..
 AH3275
 AH3275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3275
 AH3275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3275
 AH3275.The ellipsoidal height was determined by GPS observations
 AH3275.and is referenced to NAD 83.
 AH3275
 AH3275.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH3275;SPC MN C     -   164,727.354   847,145.162   MT  1.00000798   +0 26 13.1
 AH3275;UTM  15      - 5,047,669.181   449,607.577   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  =   0.99958858
 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  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: 15TVL4960847669(NAD 83)
 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 = OCTOBER  6, 2006
 AH3274 ***********************************************************************
 AH3274  DESIGNATION -  4809 D
 AH3274  PID         -  AH3274
 AH3274  STATE/COUNTY-  MN/MILLE LACS
 AH3274  USGS QUAD   -  PRINCETON SW (1968)
 AH3274
 AH3274                         *CURRENT SURVEY CONTROL
 AH3274  ___________________________________________________________________
 AH3274* NAD 83(1996)-  45 35 06.80565(N)    093 39 35.46624(W)     ADJUSTED  
 AH3274* NAVD 88     -       300.818  (meters)     986.93   (feet)  ADJUSTED  
 AH3274  ___________________________________________________________________
 AH3274  X           -    -285,433.082 (meters)                     COMP
 AH3274  Y           -  -4,462,438.194 (meters)                     COMP
 AH3274  Z           -   4,533,298.283 (meters)                     COMP
 AH3274  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 AH3274  ELLIP HEIGHT-         273.15  (meters)          (09/28/98) GPS OBS
 AH3274  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AH3274  DYNAMIC HT  -         300.810 (meters)     986.91  (feet)  COMP
 AH3274  MODELED GRAV-     980,581.0   (mgal)                       NAVD 88
 AH3274
 AH3274  HORZ ORDER  -  FIRST
 AH3274  VERT ORDER  -  SECOND    CLASS I
 AH3274  ELLP ORDER  -  FOURTH    CLASS I
 AH3274
 AH3274.The horizontal coordinates were established by GPS observations
 AH3274.and adjusted by the National Geodetic Survey in September 1998..
 AH3274
 AH3274.The orthometric height was determined by differential leveling
 AH3274.and adjusted by the National Geodetic Survey in August 2004..
 AH3274
 AH3274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3274
 AH3274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3274
 AH3274.The ellipsoidal height was determined by GPS observations
 AH3274.and is referenced to NAD 83.
 AH3274
 AH3274.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH3274;SPC MN C     -   165,217.749   846,055.104   MT  1.00000696   +0 25 36.9
 AH3274;UTM  15      - 5,048,176.414   448,525.747   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  =   0.99958976
 AH3274
 AH3274:                Primary Azimuth Mark                     Grid Az
 AH3274:SPC MN C     -  4809 C                                   114 13 19.3
 AH3274:UTM  15      -  4809 C                                   115 07 13.0
 AH3274
 AH3274|---------------------------------------------------------------------|
 AH3274| PID    Reference Object                     Distance      Geod. Az  |
 AH3274|                                                           dddmmss.s |
 AH3274| AH3275 4809 C                              APPROX. 1.2 KM 1143856.2 |
 AH3274|---------------------------------------------------------------------|
 AH3274
 AH3274                          SUPERSEDED SURVEY CONTROL
 AH3274
 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: 15TVL4852648176(NAD 83)
 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 = OCTOBER  6, 2006
 AH3272 ***********************************************************************
 AH3272  DESIGNATION -  4809 E
 AH3272  PID         -  AH3272
 AH3272  STATE/COUNTY-  MN/MILLE LACS
 AH3272  USGS QUAD   -  PRINCETON SW (1968)
 AH3272
 AH3272                         *CURRENT SURVEY CONTROL
 AH3272  ___________________________________________________________________
 AH3272* NAD 83(1996)-  45 35 06.77601(N)    093 40 38.32361(W)     ADJUSTED  
 AH3272* NAVD 88     -       302.371  (meters)     992.03   (feet)  ADJUSTED  
 AH3272  ___________________________________________________________________
 AH3272  X           -    -286,793.070 (meters)                     COMP
 AH3272  Y           -  -4,462,352.767 (meters)                     COMP
 AH3272  Z           -   4,533,298.778 (meters)                     COMP
 AH3272  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 AH3272  ELLIP HEIGHT-         274.74  (meters)          (09/28/98) GPS OBS
 AH3272  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AH3272  DYNAMIC HT  -         302.363 (meters)     992.00  (feet)  COMP
 AH3272  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 AH3272
 AH3272  HORZ ORDER  -  FIRST
 AH3272  VERT ORDER  -  SECOND    CLASS I
 AH3272  ELLP ORDER  -  FOURTH    CLASS I
 AH3272
 AH3272.The horizontal coordinates were established by GPS observations
 AH3272.and adjusted by the National Geodetic Survey in September 1998..
 AH3272
 AH3272.The orthometric height was determined by differential leveling
 AH3272.and adjusted by the National Geodetic Survey in August 2004..
 AH3272
 AH3272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3272
 AH3272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3272
 AH3272.The ellipsoidal height was determined by GPS observations
 AH3272.and is referenced to NAD 83.
 AH3272
 AH3272.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH3272;SPC MN C     -   165,206.832   844,692.528   MT  1.00000696   +0 24 51.4
 AH3272;UTM  15      - 5,048,186.853   447,163.677   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  =   0.99959126
 AH3272
 AH3272                          SUPERSEDED SURVEY CONTROL
 AH3272
 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: 15TVL4716448187(NAD 83)
 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: FLUSH
 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 - April 01, 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3271 ***********************************************************************
 AH3271  DESIGNATION -  4809 F
 AH3271  PID         -  AH3271
 AH3271  STATE/COUNTY-  MN/MILLE LACS
 AH3271  USGS QUAD   -  PRINCETON SW (1968)
 AH3271
 AH3271                         *CURRENT SURVEY CONTROL
 AH3271  ___________________________________________________________________
 AH3271* NAD 83(1996)-  45 35 01.14598(N)    093 41 44.81030(W)     ADJUSTED  
 AH3271* NAVD 88     -       305.679  (meters)    1002.88   (feet)  ADJUSTED  
 AH3271  ___________________________________________________________________
 AH3271  X           -    -288,239.588 (meters)                     COMP
 AH3271  Y           -  -4,462,386.325 (meters)                     COMP
 AH3271  Z           -   4,533,179.512 (meters)                     COMP
 AH3271  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 AH3271  ELLIP HEIGHT-         278.08  (meters)          (09/28/98) GPS OBS
 AH3271  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AH3271  DYNAMIC HT  -         305.671 (meters)    1002.86  (feet)  COMP
 AH3271  MODELED GRAV-     980,582.7   (mgal)                       NAVD 88
 AH3271
 AH3271  HORZ ORDER  -  FIRST
 AH3271  VERT ORDER  -  SECOND    CLASS I
 AH3271  ELLP ORDER  -  FOURTH    CLASS I
 AH3271
 AH3271.The horizontal coordinates were established by GPS observations
 AH3271.and adjusted by the National Geodetic Survey in September 1998..
 AH3271
 AH3271.The orthometric height was determined by differential leveling
 AH3271.and adjusted by the National Geodetic Survey in August 2004..
 AH3271
 AH3271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3271
 AH3271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3271
 AH3271.The ellipsoidal height was determined by GPS observations
 AH3271.and is referenced to NAD 83.
 AH3271
 AH3271.The geoid height was determined by GEOID03.
 AH3271
 AH3271.The dynamic height is computed by dividing the NAVD 88
 AH3271.geopotential number by the normal gravity value computed on the
 AH3271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3271.degrees latitude (g = 980.6199 gals.).
 AH3271
 AH3271.The modeled gravity was interpolated from observed gravity values.
 AH3271
 AH3271;                    North         East     Units Scale Factor Converg.
 AH3271;SPC MN C     -   165,022.765   843,252.486   MT  1.00000732   +0 24 03.3
 AH3271;UTM  15      - 5,048,025.438   445,721.463   MT  0.99963622   -0 29 49.2
 AH3271
 AH3271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3271!SPC MN C     -   0.99995641  x   1.00000732  =   0.99996373
 AH3271!UTM  15      -   0.99995641  x   0.99963622  =   0.99959264
 AH3271
 AH3271                          SUPERSEDED SURVEY CONTROL
 AH3271
 AH3271  NAVD 88 (09/28/98)  305.68   (m)         1002.9    (f) LEVELING    3  
 AH3271
 AH3271.Superseded values are not recommended for survey control.
 AH3271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3271.See file dsdata.txt to determine how the superseded data were derived.
 AH3271
 AH3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4572148025(NAD 83)
 AH3271_MARKER: DD = SURVEY DISK
 AH3271_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3271_STAMPING: 4809 F 1997
 AH3271_MARK LOGO: MNDT  
 AH3271_PROJECTION: RECESSED 5 CENTIMETERS
 AH3271_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3271+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AH3271_ROD/PIPE-DEPTH:  9.1 meters
 AH3271
 AH3271  HISTORY     - Date     Condition        Report By
 AH3271  HISTORY     - 1997     MONUMENTED       MNDT
 AH3271  HISTORY     - 19970401 GOOD             MNDT
 AH3271
 AH3271                          STATION DESCRIPTION
 AH3271
 AH3271'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3271'5.5 MI (8.9 KM) WEST OF PRINCETON, 4.8 MI (7.7 KM) WEST ALONG TH 95
 AH3271'FROM JCT OF TH 95 AND TH 169 IN PRINCETON, AT TH 95 MP 17.55, 198.0 FT
 AH3271'(60.4 M) SOUTH OF TH 95, 50.2 FT (15.3 M) EAST OF CO RD 6, 2.7 FT (0.8
 AH3271'M) NORTH OF R/W POST, 133.0 FT (40.5 M) NORTH OF APPLE RD, 2.9 FT (0.9
 AH3271'M) OF SOUTH WIT POST, RECESSED 0.2 FT (6.1 CM) .
 AH3271
 AH3271                          STATION RECOVERY (1997)
 AH3271
 AH3271'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3271'5.5 MI (8.9 KM) WEST OF PRINCETON, 4.8 MI (7.7 KM) WEST ALONG TH 95
 AH3271'FROM JCT OF TH 95 AND TH 169 IN PRINCETON, AT TH 95 MP 17.55, 198.0 FT
 AH3271'(60.4 M) SOUTH OF TH 95, 50.2 FT (15.3 M) EAST OF CO RD 6, 2.7 FT (0.8
 AH3271'M) NORTH OF R/W POST, 133.0 FT (40.5 M) NORTH OF APPLE RD, 2.9 FT (0.9
 AH3271'M) OF SOUTH WITNESS POST, RECESSED 0.2 FT (6.1 CM).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3270 ***********************************************************************
 AH3270  DESIGNATION -  4809 G
 AH3270  PID         -  AH3270
 AH3270  STATE/COUNTY-  MN/MILLE LACS
 AH3270  USGS QUAD   -  PRINCETON SW (1968)
 AH3270
 AH3270                         *CURRENT SURVEY CONTROL
 AH3270  ___________________________________________________________________
 AH3270* NAD 83(1996)-  45 35 18.31513(N)    093 42 58.61277(W)     ADJUSTED  
 AH3270* NAVD 88     -       310.325  (meters)    1018.12   (feet)  ADJUSTED  
 AH3270  ___________________________________________________________________
 AH3270  X           -    -289,811.902 (meters)                     COMP
 AH3270  Y           -  -4,461,908.327 (meters)                     COMP
 AH3270  Z           -   4,533,553.831 (meters)                     COMP
 AH3270  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 AH3270  ELLIP HEIGHT-         282.76  (meters)          (09/28/98) GPS OBS
 AH3270  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AH3270  DYNAMIC HT  -         310.318 (meters)    1018.10  (feet)  COMP
 AH3270  MODELED GRAV-     980,584.1   (mgal)                       NAVD 88
 AH3270
 AH3270  HORZ ORDER  -  FIRST
 AH3270  VERT ORDER  -  SECOND    CLASS I
 AH3270  ELLP ORDER  -  FOURTH    CLASS I
 AH3270
 AH3270.The horizontal coordinates were established by GPS observations
 AH3270.and adjusted by the National Geodetic Survey in September 1998..
 AH3270
 AH3270.The orthometric height was determined by differential leveling
 AH3270.and adjusted by the National Geodetic Survey in August 2004..
 AH3270
 AH3270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3270
 AH3270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3270
 AH3270.The ellipsoidal height was determined by GPS observations
 AH3270.and is referenced to NAD 83.
 AH3270
 AH3270.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH3270;SPC MN C     -   165,541.834   841,649.020   MT  1.00000624   +0 23 09.9
 AH3270;UTM  15      - 5,048,569.367   444,126.918   MT  0.99963838   -0 30 42.0
 AH3270
 AH3270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3270!SPC MN C     -   0.99995567  x   1.00000624  =   0.99996191
 AH3270!UTM  15      -   0.99995567  x   0.99963838  =   0.99959407
 AH3270
 AH3270                          SUPERSEDED SURVEY CONTROL
 AH3270
 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: 15TVL4412748569(NAD 83)
 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: FLUSH
 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 - April 01, 1997
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3268 ***********************************************************************
 AH3268  DESIGNATION -  4809 H
 AH3268  PID         -  AH3268
 AH3268  STATE/COUNTY-  MN/MILLE LACS
 AH3268  USGS QUAD   -  PRINCETON SW (1968)
 AH3268
 AH3268                         *CURRENT SURVEY CONTROL
 AH3268  ___________________________________________________________________
 AH3268* NAD 83(1996)-  45 35 18.32910(N)    093 44 13.39155(W)     ADJUSTED  
 AH3268* NAVD 88     -       310.288  (meters)    1018.00   (feet)  ADJUSTED  
 AH3268  ___________________________________________________________________
 AH3268  X           -    -291,429.473 (meters)                     COMP
 AH3268  Y           -  -4,461,802.652 (meters)                     COMP
 AH3268  Z           -   4,533,554.125 (meters)                     COMP
 AH3268  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 AH3268  ELLIP HEIGHT-         282.75  (meters)          (09/28/98) GPS OBS
 AH3268  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AH3268  DYNAMIC HT  -         310.281 (meters)    1017.98  (feet)  COMP
 AH3268  MODELED GRAV-     980,584.8   (mgal)                       NAVD 88
 AH3268
 AH3268  HORZ ORDER  -  FIRST
 AH3268  VERT ORDER  -  SECOND    CLASS I
 AH3268  ELLP ORDER  -  FOURTH    CLASS I
 AH3268
 AH3268.The horizontal coordinates were established by GPS observations
 AH3268.and adjusted by the National Geodetic Survey in September 1998..
 AH3268
 AH3268.The orthometric height was determined by differential leveling
 AH3268.and adjusted by the National Geodetic Survey in August 2004..
 AH3268
 AH3268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3268
 AH3268.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3268
 AH3268.The ellipsoidal height was determined by GPS observations
 AH3268.and is referenced to NAD 83.
 AH3268
 AH3268.The geoid height was determined by GEOID03.
 AH3268
 AH3268.The dynamic height is computed by dividing the NAVD 88
 AH3268.geopotential number by the normal gravity value computed on the
 AH3268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3268.degrees latitude (g = 980.6199 gals.).
 AH3268
 AH3268.The modeled gravity was interpolated from observed gravity values.
 AH3268
 AH3268;                    North         East     Units Scale Factor Converg.
 AH3268;SPC MN C     -   165,531.555   840,028.096   MT  1.00000624   +0 22 15.8
 AH3268;UTM  15      - 5,048,584.478   442,506.625   MT  0.99964064   -0 31 35.5
 AH3268
 AH3268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3268!SPC MN C     -   0.99995567  x   1.00000624  =   0.99996191
 AH3268!UTM  15      -   0.99995567  x   0.99964064  =   0.99959633
 AH3268
 AH3268:                Primary Azimuth Mark                     Grid Az
 AH3268:SPC MN C     -  4809 J                                   273 31 51.6
 AH3268:UTM  15      -  4809 J                                   274 25 42.9
 AH3268
 AH3268|---------------------------------------------------------------------|
 AH3268| PID    Reference Object                     Distance      Geod. Az  |
 AH3268|                                                           dddmmss.s |
 AH3268| AH3267 4809 J                              APPROX. 1.2 KM 2735407.4 |
 AH3268|---------------------------------------------------------------------|
 AH3268
 AH3268                          SUPERSEDED SURVEY CONTROL
 AH3268
 AH3268  NAVD 88 (09/28/98)  310.29   (m)         1018.0    (f) LEVELING    3  
 AH3268
 AH3268.Superseded values are not recommended for survey control.
 AH3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3268.See file dsdata.txt to determine how the superseded data were derived.
 AH3268
 AH3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4250748584(NAD 83)
 AH3268_MARKER: DD = SURVEY DISK
 AH3268_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3268_STAMPING: 4809 H 1997
 AH3268_MARK LOGO: MNDT  
 AH3268_PROJECTION: PROJECTING 5 CENTIMETERS
 AH3268_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3268+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AH3268_ROD/PIPE-DEPTH:  7.3 meters
 AH3268
 AH3268  HISTORY     - Date     Condition        Report By
 AH3268  HISTORY     - 1997     MONUMENTED       MNDT
 AH3268  HISTORY     - 19970401 GOOD             MNDT
 AH3268
 AH3268                          STATION DESCRIPTION
 AH3268
 AH3268'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3268'7.5 MI (12.1 KM) WEST OF PRINCETON, 6.85 MI (11.02 KM) WEST ALONG TH
 AH3268'95 FROM JCT OF TH 95 AND TH 169 IN PRINCETON, AT TH 95 MP 15.5, 153.0
 AH3268'FT (46.6 M) SOUTH OF TH 95, 44.0 FT (13.4 M) EAST OF CO RD 7, 37.5 FT
 AH3268'(11.4 M) WNW OF FENCE LINE, 2.3 FT (0.7 M) NORTH OF WIT POST, PROJECTS
 AH3268'0.2 FT (6.1 CM) .
 AH3268
 AH3268                          STATION RECOVERY (1997)
 AH3268
 AH3268'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3268'7.5 MI (12.1 KM) WEST OF PRINCETON, 6.85 MI (11.02 KM) WEST ALONG TH
 AH3268'95 FROM JCT OF TH 95 AND TH 169 IN PRINCETON, AT TH 95 MP 15.5, 153.0
 AH3268'FT (46.6 M) SOUTH OF TH 95, 44.0 FT (13.4 M) EAST OF CO RD 7, 37.5 FT
 AH3268'(11.4 M) WNW OF FENCE LINE, 2.3 FT (0.7 M) NORTH OF WIT POST, PROJECTS
 AH3268'0.2 FT (6.1 CM).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3267 ***********************************************************************
 AH3267  DESIGNATION -  4809 J
 AH3267  PID         -  AH3267
 AH3267  STATE/COUNTY-  MN/MILLE LACS
 AH3267  USGS QUAD   -  SANTIAGO (1968)
 AH3267
 AH3267                         *CURRENT SURVEY CONTROL
 AH3267  ___________________________________________________________________
 AH3267* NAD 83(1996)-  45 35 21.02248(N)    093 45 09.71271(W)     ADJUSTED  
 AH3267* NAVD 88     -       314.989  (meters)    1033.43   (feet)  ADJUSTED  
 AH3267  ___________________________________________________________________
 AH3267  X           -    -292,644.098 (meters)                     COMP
 AH3267  Y           -  -4,461,666.938 (meters)                     COMP
 AH3267  Z           -   4,533,615.697 (meters)                     COMP
 AH3267  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 AH3267  ELLIP HEIGHT-         287.48  (meters)          (09/28/98) GPS OBS
 AH3267  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AH3267  DYNAMIC HT  -         314.982 (meters)    1033.40  (feet)  COMP
 AH3267  MODELED GRAV-     980,585.1   (mgal)                       NAVD 88
 AH3267
 AH3267  HORZ ORDER  -  FIRST
 AH3267  VERT ORDER  -  SECOND    CLASS I
 AH3267  ELLP ORDER  -  FOURTH    CLASS I
 AH3267
 AH3267.The horizontal coordinates were established by GPS observations
 AH3267.and adjusted by the National Geodetic Survey in September 1998..
 AH3267
 AH3267.The orthometric height was determined by differential leveling
 AH3267.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AH3267
 AH3267.The ellipsoidal height was determined by GPS observations
 AH3267.and is referenced to NAD 83.
 AH3267
 AH3267.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH3267;SPC MN C     -   165,606.921   838,806.742   MT  1.00000607   +0 21 35.1
 AH3267;UTM  15      - 5,048,678.932   441,287.047   MT  0.99964238   -0 32 15.7
 AH3267
 AH3267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3267!SPC MN C     -   0.99995493  x   1.00000607  =   0.99996100
 AH3267!UTM  15      -   0.99995493  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  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: 15TVL4128748679(NAD 83)
 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 = OCTOBER  6, 2006
 AI0367 ***********************************************************************
 AI0367  DESIGNATION -  4809 K
 AI0367  PID         -  AI0367
 AI0367  STATE/COUNTY-  MN/MILLE LACS
 AI0367  USGS QUAD   -  PRINCETON SW (1968)
 AI0367
 AI0367                         *CURRENT SURVEY CONTROL
 AI0367  ___________________________________________________________________
 AI0367* NAD 83(1986)-  45 35 19.     (N)    093 44 21.     (W)     SCALED    
 AI0367* NAVD 88     -       311.142  (meters)    1020.80   (feet)  ADJUSTED  
 AI0367  ___________________________________________________________________
 AI0367  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AI0367  DYNAMIC HT  -         311.135 (meters)    1020.78  (feet)  COMP
 AI0367  MODELED GRAV-     980,584.8   (mgal)                       NAVD 88
 AI0367
 AI0367  VERT ORDER  -  SECOND    CLASS I
 AI0367
 AI0367.The horizontal coordinates were scaled from a topographic map and have
 AI0367.an estimated accuracy of +/- 6 seconds.
 AI0367
 AI0367.The orthometric height was determined by differential leveling
 AI0367.and adjusted by the National Geodetic Survey in August 2004..
 AI0367
 AI0367.The geoid height was determined by GEOID03.
 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     -   165,550.      839,860.      MT  (+/- 180 meters Scaled)
 AI0367
 AI0367                          SUPERSEDED SURVEY CONTROL
 AI0367
 AI0367.No superseded survey control is available for this station.
 AI0367
 AI0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL423486(NAD 83)
 AI0367_MARKER: DB = BENCH MARK DISK
 AI0367_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 - April 01, 1997
 AI0367
 AI0367  HISTORY     - Date     Condition        Report By
 AI0367  HISTORY     - 1966     MONUMENTED       MNDT
 AI0367  HISTORY     - 19970401 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1075 ***********************************************************************
 QO1075  DESIGNATION -  4811 A
 QO1075  PID         -  QO1075
 QO1075  STATE/COUNTY-  MN/MILLE LACS
 QO1075  USGS QUAD   -  PRINCETON (1982)
 QO1075
 QO1075                         *CURRENT SURVEY CONTROL
 QO1075  ___________________________________________________________________
 QO1075* NAD 83(1996)-  45 33 34.23386(N)    093 35 36.54619(W)     ADJUSTED  
 QO1075* NAVD 88     -       298.456  (meters)     979.18   (feet)  ADJUSTED  
 QO1075  ___________________________________________________________________
 QO1075  X           -    -280,391.790 (meters)                     COMP
 QO1075  Y           -  -4,464,801.108 (meters)                     COMP
 QO1075  Z           -   4,531,295.787 (meters)                     COMP
 QO1075  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 QO1075  ELLIP HEIGHT-         270.62  (meters)          (08/29/02) GPS OBS
 QO1075  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 QO1075  DYNAMIC HT  -         298.444 (meters)     979.14  (feet)  COMP
 QO1075  MODELED GRAV-     980,569.7   (mgal)                       NAVD 88
 QO1075
 QO1075  HORZ ORDER  -  FIRST
 QO1075  VERT ORDER  -  SECOND    CLASS I
 QO1075  ELLP ORDER  -  THIRD     CLASS II
 QO1075
 QO1075.The horizontal coordinates were established by GPS observations
 QO1075.and adjusted by the MN DEPT OF TRANSP in August 2002..
 QO1075
 QO1075.The orthometric height was determined by differential leveling
 QO1075.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 QO1075
 QO1075.The ellipsoidal height was determined by GPS observations
 QO1075.and is referenced to NAD 83.
 QO1075
 QO1075.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1075;SPC MN C     -   162,400.606   851,257.928   MT  1.00001287   +0 28 29.7
 QO1075;UTM  15      - 5,045,279.139   453,681.796   MT  0.99962638   -0 25 25.5
 QO1075
 QO1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1075!SPC MN C     -   0.99995757  x   1.00001287  =   0.99997044
 QO1075!UTM  15      -   0.99995757  x   0.99962638  =   0.99958397
 QO1075
 QO1075                          SUPERSEDED SURVEY CONTROL
 QO1075
 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: 15TVL5368245279(NAD 83)
 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 = OCTOBER  6, 2006
 AJ5129 ***********************************************************************
 AJ5129  DESIGNATION -  4811 AA
 AJ5129  PID         -  AJ5129
 AJ5129  STATE/COUNTY-  MN/MILLE LACS
 AJ5129  USGS QUAD   -  FORESTON (1980)
 AJ5129
 AJ5129                         *CURRENT SURVEY CONTROL
 AJ5129  ___________________________________________________________________
 AJ5129* NAD 83(1986)-  45 44 12.     (N)    093 38 19.     (W)     SCALED    
 AJ5129* NAVD 88     -       319.736  (meters)    1049.00   (feet)  ADJUSTED  
 AJ5129  ___________________________________________________________________
 AJ5129  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AJ5129  DYNAMIC HT  -         319.731 (meters)    1048.98  (feet)  COMP
 AJ5129  MODELED GRAV-     980,588.6   (mgal)                       NAVD 88
 AJ5129
 AJ5129  VERT ORDER  -  SECOND    CLASS I
 AJ5129
 AJ5129.The horizontal coordinates were scaled from a topographic map and have
 AJ5129.an estimated accuracy of +/- 6 seconds.
 AJ5129
 AJ5129.The orthometric height was determined by differential leveling
 AJ5129.and adjusted by the National Geodetic Survey in August 2004..
 AJ5129
 AJ5129.The geoid height was determined by GEOID03.
 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     -   182,060.      847,580.      MT  (+/- 180 meters Scaled)
 AJ5129
 AJ5129                          SUPERSEDED SURVEY CONTROL
 AJ5129
 AJ5129.No superseded survey control is available for this station.
 AJ5129
 AJ5129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL503649(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AJ5129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ5129+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2001
 AJ5129
 AJ5129  HISTORY     - Date     Condition        Report By
 AJ5129  HISTORY     - 1985     MONUMENTED       MNDT
 AJ5129  HISTORY     - 20010301 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1083 ***********************************************************************
 QO1083  DESIGNATION -  4811 D
 QO1083  PID         -  QO1083
 QO1083  STATE/COUNTY-  MN/MILLE LACS
 QO1083  USGS QUAD   -  PRINCETON (1982)
 QO1083
 QO1083                         *CURRENT SURVEY CONTROL
 QO1083  ___________________________________________________________________
 QO1083* NAD 83(1996)-  45 35 16.43015(N)    093 35 59.94361(W)     ADJUSTED  
 QO1083* NAVD 88     -       301.404  (meters)     988.86   (feet)  ADJUSTED  
 QO1083  ___________________________________________________________________
 QO1083  X           -    -280,756.894 (meters)                     COMP
 QO1083  Y           -  -4,462,522.506 (meters)                     COMP
 QO1083  Z           -   4,533,506.588 (meters)                     COMP
 QO1083  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 QO1083  ELLIP HEIGHT-         273.64  (meters)          (08/29/02) GPS OBS
 QO1083  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 QO1083  DYNAMIC HT  -         301.395 (meters)     988.83  (feet)  COMP
 QO1083  MODELED GRAV-     980,578.5   (mgal)                       NAVD 88
 QO1083
 QO1083  HORZ ORDER  -  FIRST
 QO1083  VERT ORDER  -  SECOND    CLASS I
 QO1083  ELLP ORDER  -  THIRD     CLASS II
 QO1083
 QO1083.The horizontal coordinates were established by GPS observations
 QO1083.and adjusted by the MN DEPT OF TRANSP in August 2002..
 QO1083
 QO1083.The orthometric height was determined by differential leveling
 QO1083.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 QO1083
 QO1083.The ellipsoidal height was determined by GPS observations
 QO1083.and is referenced to NAD 83.
 QO1083
 QO1083.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1083;SPC MN C     -   165,551.456   850,724.610   MT  1.00000636   +0 28 12.8
 QO1083;UTM  15      - 5,048,436.757   453,198.150   MT  0.99962693   -0 25 42.9
 QO1083
 QO1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1083!SPC MN C     -   0.99995710  x   1.00000636  =   0.99996346
 QO1083!UTM  15      -   0.99995710  x   0.99962693  =   0.99958405
 QO1083
 QO1083                          SUPERSEDED SURVEY CONTROL
 QO1083
 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: 15TVL5319848437(NAD 83)
 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 = OCTOBER  6, 2006
 QO1086 ***********************************************************************
 QO1086  DESIGNATION -  4811 F
 QO1086  PID         -  QO1086
 QO1086  STATE/COUNTY-  MN/MILLE LACS
 QO1086  USGS QUAD   -  PRINCETON (1982)
 QO1086
 QO1086                         *CURRENT SURVEY CONTROL
 QO1086  ___________________________________________________________________
 QO1086* NAD 83(1996)-  45 36 45.31821(N)    093 36 33.45608(W)     ADJUSTED  
 QO1086* NAVD 88     -       305.205  (meters)    1001.33   (feet)  ADJUSTED  
 QO1086  ___________________________________________________________________
 QO1086  X           -    -281,358.664 (meters)                     COMP
 QO1086  Y           -  -4,460,522.639 (meters)                     COMP
 QO1086  Z           -   4,535,429.492 (meters)                     COMP
 QO1086  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 QO1086  ELLIP HEIGHT-         277.52  (meters)          (08/29/02) GPS OBS
 QO1086  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 QO1086  DYNAMIC HT  -         305.198 (meters)    1001.30  (feet)  COMP
 QO1086  MODELED GRAV-     980,585.7   (mgal)                       NAVD 88
 QO1086
 QO1086  HORZ ORDER  -  FIRST
 QO1086  VERT ORDER  -  SECOND    CLASS I
 QO1086  ELLP ORDER  -  THIRD     CLASS II
 QO1086
 QO1086.The horizontal coordinates were established by GPS observations
 QO1086.and adjusted by the MN DEPT OF TRANSP in August 2002..
 QO1086
 QO1086.The orthometric height was determined by differential leveling
 QO1086.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 QO1086
 QO1086.The ellipsoidal height was determined by GPS observations
 QO1086.and is referenced to NAD 83.
 QO1086
 QO1086.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1086;SPC MN C     -   168,289.716   849,975.989   MT  1.00000089   +0 27 48.5
 QO1086;UTM  15      - 5,051,185.389   452,492.843   MT  0.99962775   -0 26 07.5
 QO1086
 QO1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1086!SPC MN C     -   0.99995649  x   1.00000089  =   0.99995738
 QO1086!UTM  15      -   0.99995649  x   0.99962775  =   0.99958426
 QO1086
 QO1086                          SUPERSEDED SURVEY CONTROL
 QO1086
 QO1086  NAVD 88 (08/29/02)  305.20   (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: 15TVL5249351185(NAD 83)
 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 = OCTOBER  6, 2006
 QO1096 ***********************************************************************
 QO1096  DESIGNATION -  4811 J
 QO1096  PID         -  QO1096
 QO1096  STATE/COUNTY-  MN/MILLE LACS
 QO1096  USGS QUAD   -  FORESTON (1980)
 QO1096
 QO1096                         *CURRENT SURVEY CONTROL
 QO1096  ___________________________________________________________________
 QO1096* NAD 83(1986)-  45 40 38.     (N)    093 37 59.     (W)     SCALED    
 QO1096* NAVD 88     -       308.027  (meters)    1010.59   (feet)  ADJUSTED  
 QO1096  ___________________________________________________________________
 QO1096  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 QO1096  DYNAMIC HT  -         308.023 (meters)    1010.57  (feet)  COMP
 QO1096  MODELED GRAV-     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
 QO1096.and adjusted by the National Geodetic Survey in June 1991..
 QO1096
 QO1096.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO1098 ***********************************************************************
 QO1098  DESIGNATION -  4811 L
 QO1098  PID         -  QO1098
 QO1098  STATE/COUNTY-  MN/MILLE LACS
 QO1098  USGS QUAD   -  FORESTON (1980)
 QO1098
 QO1098                         *CURRENT SURVEY CONTROL
 QO1098  ___________________________________________________________________
 QO1098* NAD 83(1986)-  45 42 21.     (N)    093 38 30.     (W)     SCALED    
 QO1098* NAVD 88     -       313.427  (meters)    1028.30   (feet)  ADJUSTED  
 QO1098  ___________________________________________________________________
 QO1098  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 QO1098  DYNAMIC HT  -         313.421 (meters)    1028.28  (feet)  COMP
 QO1098  MODELED GRAV-     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
 QO1098.and adjusted by the National Geodetic Survey in June 1991..
 QO1098
 QO1098.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO1100 ***********************************************************************
 QO1100  DESIGNATION -  4811 M
 QO1100  PID         -  QO1100
 QO1100  STATE/COUNTY-  MN/MILLE LACS
 QO1100  USGS QUAD   -  FORESTON (1980)
 QO1100
 QO1100                         *CURRENT SURVEY CONTROL
 QO1100  ___________________________________________________________________
 QO1100* NAD 83(1996)-  45 43 16.13901(N)    093 38 25.18297(W)     ADJUSTED  
 QO1100* NAVD 88     -       315.685  (meters)    1035.71   (feet)  ADJUSTED  
 QO1100  ___________________________________________________________________
 QO1100  X           -    -283,227.201 (meters)                     COMP
 QO1100  Y           -  -4,451,763.341 (meters)                     COMP
 QO1100  Z           -   4,543,869.567 (meters)                     COMP
 QO1100  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 QO1100  ELLIP HEIGHT-         288.16  (meters)          (08/29/02) GPS OBS
 QO1100  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 QO1100  DYNAMIC HT  -         315.680 (meters)    1035.69  (feet)  COMP
 QO1100  MODELED GRAV-     980,588.5   (mgal)                       NAVD 88
 QO1100
 QO1100  HORZ ORDER  -  FIRST
 QO1100  VERT ORDER  -  SECOND    CLASS I
 QO1100  ELLP ORDER  -  THIRD     CLASS II
 QO1100
 QO1100.The horizontal coordinates were established by GPS observations
 QO1100.and adjusted by the MN DEPT OF TRANSP in August 2002..
 QO1100
 QO1100.The orthometric height was determined by differential leveling
 QO1100.and adjusted by the National Geodetic Survey in August 2004..
 QO1100
 QO1100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1100
 QO1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1100
 QO1100.The ellipsoidal height was determined by GPS observations
 QO1100.and is referenced to NAD 83.
 QO1100
 QO1100.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1100;SPC MN C     -   180,336.154   847,462.371   MT  0.99997900   +0 26 27.7
 QO1100;UTM  15      - 5,063,265.433   450,169.419   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  =   0.99958537
 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  NAVD 88 (06/15/91)  315.659  (m)         1035.62   (f) UNKNOWN     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_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: MNDT  
 QO1100_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1100+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 QO1100
 QO1100  HISTORY     - Date     Condition        Report By
 QO1100  HISTORY     - 1976     MONUMENTED       MNDT
 QO1100  HISTORY     - 20000926 GOOD             MNDT
 QO1100
 QO1100                          STATION DESCRIPTION
 QO1100
 QO1100'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0368 ***********************************************************************
 AI0368  DESIGNATION -  4811 Q
 AI0368  PID         -  AI0368
 AI0368  STATE/COUNTY-  MN/MILLE LACS
 AI0368  USGS QUAD   -  PRINCETON (1982)
 AI0368
 AI0368                         *CURRENT SURVEY CONTROL
 AI0368  ___________________________________________________________________
 AI0368* NAD 83(1986)-  45 34 11.     (N)    093 35 52.     (W)     SCALED    
 AI0368* NAVD 88     -       305.582  (meters)    1002.56   (feet)  ADJUSTED  
 AI0368  ___________________________________________________________________
 AI0368  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AI0368  DYNAMIC HT  -         305.571 (meters)    1002.53  (feet)  COMP
 AI0368  MODELED GRAV-     980,573.1   (mgal)                       NAVD 88
 AI0368
 AI0368  VERT ORDER  -  SECOND    CLASS I
 AI0368
 AI0368.The horizontal coordinates were scaled from a topographic map and have
 AI0368.an estimated accuracy of +/- 6 seconds.
 AI0368
 AI0368.The orthometric height was determined by differential leveling
 AI0368.and adjusted by the National Geodetic Survey in August 2004..
 AI0368
 AI0368.The geoid height was determined by GEOID03.
 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     -   163,530.      850,910.      MT  (+/- 180 meters Scaled)
 AI0368
 AI0368                          SUPERSEDED SURVEY CONTROL
 AI0368
 AI0368.No superseded survey control is available for this station.
 AI0368
 AI0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL533464(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AI0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0368+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1997
 AI0368
 AI0368  HISTORY     - Date     Condition        Report By
 AI0368  HISTORY     - 1989     MONUMENTED       MNDT
 AI0368  HISTORY     - 19970101 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0369 ***********************************************************************
 AI0369  DESIGNATION -  4811 R
 AI0369  PID         -  AI0369
 AI0369  STATE/COUNTY-  MN/MILLE LACS
 AI0369  USGS QUAD   -  PRINCETON (1982)
 AI0369
 AI0369                         *CURRENT SURVEY CONTROL
 AI0369  ___________________________________________________________________
 AI0369* NAD 83(1986)-  45 34 39.     (N)    093 35 56.     (W)     SCALED    
 AI0369* NAVD 88     -       305.371  (meters)    1001.87   (feet)  ADJUSTED  
 AI0369  ___________________________________________________________________
 AI0369  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AI0369  DYNAMIC HT  -         305.361 (meters)    1001.84  (feet)  COMP
 AI0369  MODELED GRAV-     980,575.4   (mgal)                       NAVD 88
 AI0369
 AI0369  VERT ORDER  -  SECOND    CLASS I
 AI0369
 AI0369.The horizontal coordinates were scaled from a topographic map and have
 AI0369.an estimated accuracy of +/- 6 seconds.
 AI0369
 AI0369.The orthometric height was determined by differential leveling
 AI0369.and adjusted by the National Geodetic Survey in August 2004..
 AI0369
 AI0369.The geoid height was determined by GEOID03.
 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     -   164,400.      850,820.      MT  (+/- 180 meters Scaled)
 AI0369
 AI0369                          SUPERSEDED SURVEY CONTROL
 AI0369
 AI0369.No superseded survey control is available for this station.
 AI0369
 AI0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL532472(NAD 83)
 AI0369_MARKER: DD = SURVEY 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 NOT SUITABLE FOR
 AI0369+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0371 ***********************************************************************
 AI0371  DESIGNATION -  4811 S
 AI0371  PID         -  AI0371
 AI0371  STATE/COUNTY-  MN/MILLE LACS
 AI0371  USGS QUAD   -  PRINCETON (1982)
 AI0371
 AI0371                         *CURRENT SURVEY CONTROL
 AI0371  ___________________________________________________________________
 AI0371* NAD 83(1986)-  45 34 51.     (N)    093 35 50.     (W)     SCALED    
 AI0371* NAVD 88     -       297.495  (meters)     976.03   (feet)  ADJUSTED  
 AI0371  ___________________________________________________________________
 AI0371  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AI0371  DYNAMIC HT  -         297.485 (meters)     976.00  (feet)  COMP
 AI0371  MODELED GRAV-     980,576.3   (mgal)                       NAVD 88
 AI0371
 AI0371  VERT ORDER  -  SECOND    CLASS I
 AI0371
 AI0371.The horizontal coordinates were scaled from a topographic map and have
 AI0371.an estimated accuracy of +/- 6 seconds.
 AI0371
 AI0371.The orthometric height was determined by differential leveling
 AI0371.and adjusted by the National Geodetic Survey in August 2004..
 AI0371
 AI0371.The geoid height was determined by GEOID03.
 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     -   164,770.      850,950.      MT  (+/- 180 meters Scaled)
 AI0371
 AI0371                          SUPERSEDED SURVEY CONTROL
 AI0371
 AI0371.No superseded survey control is available for this station.
 AI0371
 AI0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL534476(NAD 83)
 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 - March 01, 2001
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0980 ***********************************************************************
 AI0980  DESIGNATION -  4811 T
 AI0980  PID         -  AI0980
 AI0980  STATE/COUNTY-  MN/MILLE LACS
 AI0980  USGS QUAD   -  PRINCETON (1982)
 AI0980
 AI0980                         *CURRENT SURVEY CONTROL
 AI0980  ___________________________________________________________________
 AI0980* NAD 83(1986)-  45 35 37.     (N)    093 36 00.     (W)     SCALED    
 AI0980* NAVD 88     -       306.705  (meters)    1006.25   (feet)  ADJUSTED  
 AI0980  ___________________________________________________________________
 AI0980  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AI0980  DYNAMIC HT  -         306.697 (meters)    1006.22  (feet)  COMP
 AI0980  MODELED GRAV-     980,580.1   (mgal)                       NAVD 88
 AI0980
 AI0980  VERT ORDER  -  SECOND    CLASS I
 AI0980
 AI0980.The horizontal coordinates were scaled from a topographic map and have
 AI0980.an estimated accuracy of +/- 6 seconds.
 AI0980
 AI0980.The orthometric height was determined by differential leveling
 AI0980.and adjusted by the National Geodetic Survey in August 2004..
 AI0980
 AI0980.The geoid height was determined by GEOID03.
 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     -   166,190.      850,720.      MT  (+/- 180 meters Scaled)
 AI0980
 AI0980                          SUPERSEDED SURVEY CONTROL
 AI0980
 AI0980.No superseded survey control is available for this station.
 AI0980
 AI0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL532490(NAD 83)
 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 = OCTOBER  6, 2006
 AJ5107 ***********************************************************************
 AJ5107  DESIGNATION -  4811 U
 AJ5107  PID         -  AJ5107
 AJ5107  STATE/COUNTY-  MN/MILLE LACS
 AJ5107  USGS QUAD   -  FORESTON (1980)
 AJ5107
 AJ5107                         *CURRENT SURVEY CONTROL
 AJ5107  ___________________________________________________________________
 AJ5107* NAD 83(1996)-  45 39 45.49431(N)    093 37 40.35400(W)     ADJUSTED  
 AJ5107* NAVD 88     -       303.372  (meters)     995.31   (feet)  ADJUSTED  
 AJ5107  ___________________________________________________________________
 AJ5107  X           -    -282,553.601 (meters)                     COMP
 AJ5107  Y           -  -4,456,460.827 (meters)                     COMP
 AJ5107  Z           -   4,539,317.796 (meters)                     COMP
 AJ5107  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 AJ5107  ELLIP HEIGHT-         275.79  (meters)          (08/29/02) GPS OBS
 AJ5107  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AJ5107  DYNAMIC HT  -         303.369 (meters)     995.30  (feet)  COMP
 AJ5107  MODELED GRAV-     980,596.2   (mgal)                       NAVD 88
 AJ5107
 AJ5107  HORZ ORDER  -  FIRST
 AJ5107  VERT ORDER  -  SECOND    CLASS I
 AJ5107  ELLP ORDER  -  THIRD     CLASS II
 AJ5107
 AJ5107.The horizontal coordinates were established by GPS observations
 AJ5107.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AJ5107
 AJ5107.The orthometric height was determined by differential leveling
 AJ5107.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ5107
 AJ5107.The ellipsoidal height was determined by GPS observations
 AJ5107.and is referenced to NAD 83.
 AJ5107
 AJ5107.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ5107;SPC MN C     -   173,840.613   848,482.847   MT  0.99999036   +0 27 00.1
 AJ5107;UTM  15      - 5,056,756.985   451,087.495   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  =   0.99958619
 AJ5107
 AJ5107                          SUPERSEDED SURVEY CONTROL
 AJ5107
 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: 15TVL5108756757(NAD 83)
 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 = OCTOBER  6, 2006
 AJ5108 ***********************************************************************
 AJ5108  DESIGNATION -  4811 V
 AJ5108  PID         -  AJ5108
 AJ5108  STATE/COUNTY-  MN/MILLE LACS
 AJ5108  USGS QUAD   -  FORESTON (1980)
 AJ5108
 AJ5108                         *CURRENT SURVEY CONTROL
 AJ5108  ___________________________________________________________________
 AJ5108* NAD 83(1996)-  45 42 23.12935(N)    093 38 28.65233(W)     ADJUSTED  
 AJ5108* NAVD 88     -       313.472  (meters)    1028.45   (feet)  ADJUSTED  
 AJ5108  ___________________________________________________________________
 AJ5108  X           -    -283,376.391 (meters)                     COMP
 AJ5108  Y           -  -4,452,926.302 (meters)                     COMP
 AJ5108  Z           -   4,542,725.175 (meters)                     COMP
 AJ5108  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 AJ5108  ELLIP HEIGHT-         285.94  (meters)          (08/29/02) GPS OBS
 AJ5108  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AJ5108  DYNAMIC HT  -         313.466 (meters)    1028.43  (feet)  COMP
 AJ5108  MODELED GRAV-     980,589.4   (mgal)                       NAVD 88
 AJ5108
 AJ5108  HORZ ORDER  -  FIRST
 AJ5108  VERT ORDER  -  SECOND    CLASS I
 AJ5108  ELLP ORDER  -  THIRD     CLASS II
 AJ5108
 AJ5108.The horizontal coordinates were established by GPS observations
 AJ5108.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AJ5108
 AJ5108.The orthometric height was determined by differential leveling
 AJ5108.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ5108
 AJ5108.The ellipsoidal height was determined by GPS observations
 AJ5108.and is referenced to NAD 83.
 AJ5108
 AJ5108.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ5108;SPC MN C     -   178,699.047   847,399.926   MT  0.99998176   +0 26 25.2
 AJ5108;UTM  15      - 5,061,630.081   450,081.314   MT  0.99963063   -0 27 32.5
 AJ5108
 AJ5108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5108!SPC MN C     -   0.99995517  x   0.99998176  =   0.99993693
 AJ5108!UTM  15      -   0.99995517  x   0.99963063  =   0.99958582
 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  NAVD 88 (08/29/02)  313.46   (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_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 = OCTOBER  6, 2006
 AJ5124 ***********************************************************************
 AJ5124  DESIGNATION -  4811 W
 AJ5124  PID         -  AJ5124
 AJ5124  STATE/COUNTY-  MN/MILLE LACS
 AJ5124  USGS QUAD   -  FORESTON (1980)
 AJ5124
 AJ5124                         *CURRENT SURVEY CONTROL
 AJ5124  ___________________________________________________________________
 AJ5124* NAD 83(1986)-  45 43 59.     (N)    093 38 21.     (W)     SCALED    
 AJ5124* NAVD 88     -       320.008  (meters)    1049.89   (feet)  ADJUSTED  
 AJ5124  ___________________________________________________________________
 AJ5124  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AJ5124  DYNAMIC HT  -         320.002 (meters)    1049.87  (feet)  COMP
 AJ5124  MODELED GRAV-     980,588.5   (mgal)                       NAVD 88
 AJ5124
 AJ5124  VERT ORDER  -  SECOND    CLASS I
 AJ5124
 AJ5124.The horizontal coordinates were scaled from a topographic map and have
 AJ5124.an estimated accuracy of +/- 6 seconds.
 AJ5124
 AJ5124.The orthometric height was determined by differential leveling
 AJ5124.and adjusted by the National Geodetic Survey in August 2004..
 AJ5124
 AJ5124.The geoid height was determined by GEOID03.
 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     -   181,660.      847,540.      MT  (+/- 180 meters Scaled)
 AJ5124
 AJ5124                          SUPERSEDED SURVEY CONTROL
 AJ5124
 AJ5124.No superseded survey control is available for this station.
 AJ5124
 AJ5124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL502645(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AJ5124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ5124+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2001
 AJ5124
 AJ5124  HISTORY     - Date     Condition        Report By
 AJ5124  HISTORY     - 1986     MONUMENTED       MNDT
 AJ5124  HISTORY     - 20010301 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5125 ***********************************************************************
 AJ5125  DESIGNATION -  4811 X
 AJ5125  PID         -  AJ5125
 AJ5125  STATE/COUNTY-  MN/MILLE LACS
 AJ5125  USGS QUAD   -  MILACA (1968)
 AJ5125
 AJ5125                         *CURRENT SURVEY CONTROL
 AJ5125  ___________________________________________________________________
 AJ5125* NAD 83(1986)-  45 45 27.     (N)    093 38 06.     (W)     SCALED    
 AJ5125* NAVD 88     -       337.362  (meters)    1106.83   (feet)  ADJUSTED  
 AJ5125  ___________________________________________________________________
 AJ5125  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AJ5125  DYNAMIC HT  -         337.357 (meters)    1106.81  (feet)  COMP
 AJ5125  MODELED GRAV-     980,589.2   (mgal)                       NAVD 88
 AJ5125
 AJ5125  VERT ORDER  -  SECOND    CLASS I
 AJ5125
 AJ5125.The horizontal coordinates were scaled from a topographic map and have
 AJ5125.an estimated accuracy of +/- 6 seconds.
 AJ5125
 AJ5125.The orthometric height was determined by differential leveling
 AJ5125.and adjusted by the National Geodetic Survey in August 2004..
 AJ5125
 AJ5125.The geoid height was determined by GEOID03.
 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     -   184,380.      847,850.      MT  (+/- 180 meters Scaled)
 AJ5125
 AJ5125                          SUPERSEDED SURVEY CONTROL
 AJ5125
 AJ5125.No superseded survey control is available for this station.
 AJ5125
 AJ5125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL506673(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AJ5125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5125+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2005
 AJ5125
 AJ5125  HISTORY     - Date     Condition        Report By
 AJ5125  HISTORY     - 1985     MONUMENTED       MNDT
 AJ5125  HISTORY     - 20010301 GOOD             MNDT
 AJ5125  HISTORY     - 20050925 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5126 ***********************************************************************
 AJ5126  DESIGNATION -  4811 Y
 AJ5126  PID         -  AJ5126
 AJ5126  STATE/COUNTY-  MN/MILLE LACS
 AJ5126  USGS QUAD   -  MILACA (1968)
 AJ5126
 AJ5126                         *CURRENT SURVEY CONTROL
 AJ5126  ___________________________________________________________________
 AJ5126* NAD 83(1986)-  45 45 28.     (N)    093 38 08.     (W)     SCALED    
 AJ5126* NAVD 88     -       337.504  (meters)    1107.29   (feet)  ADJUSTED  
 AJ5126  ___________________________________________________________________
 AJ5126  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AJ5126  DYNAMIC HT  -         337.498 (meters)    1107.27  (feet)  COMP
 AJ5126  MODELED GRAV-     980,589.3   (mgal)                       NAVD 88
 AJ5126
 AJ5126  VERT ORDER  -  SECOND    CLASS I
 AJ5126
 AJ5126.The horizontal coordinates were scaled from a topographic map and have
 AJ5126.an estimated accuracy of +/- 6 seconds.
 AJ5126
 AJ5126.The orthometric height was determined by differential leveling
 AJ5126.and adjusted by the National Geodetic Survey in August 2004..
 AJ5126
 AJ5126.The geoid height was determined by GEOID03.
 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     -   184,410.      847,800.      MT  (+/- 180 meters Scaled)
 AJ5126
 AJ5126                          SUPERSEDED SURVEY CONTROL
 AJ5126
 AJ5126.No superseded survey control is available for this station.
 AJ5126
 AJ5126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL505673(NAD 83)
 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: O = OTHER; SEE DESCRIPTION
 AJ5126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5126+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2005
 AJ5126
 AJ5126  HISTORY     - Date     Condition        Report By
 AJ5126  HISTORY     - 1985     MONUMENTED       MNDT
 AJ5126  HISTORY     - 20010301 GOOD             MNDT
 AJ5126  HISTORY     - 20050925 GOOD             USPSQD
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5123 ***********************************************************************
 AJ5123  DESIGNATION -  4811 Z
 AJ5123  PID         -  AJ5123
 AJ5123  STATE/COUNTY-  MN/MILLE LACS
 AJ5123  USGS QUAD   -  PRINCETON (1982)
 AJ5123
 AJ5123                         *CURRENT SURVEY CONTROL
 AJ5123  ___________________________________________________________________
 AJ5123* NAD 83(1986)-  45 35 50.     (N)    093 36 01.     (W)     SCALED    
 AJ5123* NAVD 88     -       306.667  (meters)    1006.12   (feet)  ADJUSTED  
 AJ5123  ___________________________________________________________________
 AJ5123  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AJ5123  DYNAMIC HT  -         306.659 (meters)    1006.10  (feet)  COMP
 AJ5123  MODELED GRAV-     980,581.1   (mgal)                       NAVD 88
 AJ5123
 AJ5123  VERT ORDER  -  SECOND    CLASS I
 AJ5123
 AJ5123.The horizontal coordinates were scaled from a topographic map and have
 AJ5123.an estimated accuracy of +/- 6 seconds.
 AJ5123
 AJ5123.The orthometric height was determined by differential leveling
 AJ5123.and adjusted by the National Geodetic Survey in August 2004..
 AJ5123.No vertical observational check was made to the station.
 AJ5123
 AJ5123.The geoid height was determined by GEOID03.
 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     -   166,590.      850,690.      MT  (+/- 180 meters Scaled)
 AJ5123
 AJ5123                          SUPERSEDED SURVEY CONTROL
 AJ5123
 AJ5123.No superseded survey control is available for this station.
 AJ5123
 AJ5123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL531494(NAD 83)
 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 = OCTOBER  6, 2006
 QO1111 ***********************************************************************
 QO1111  DESIGNATION -  4812 A
 QO1111  PID         -  QO1111
 QO1111  STATE/COUNTY-  MN/MILLE LACS
 QO1111  USGS QUAD   -  MILACA (1968)
 QO1111
 QO1111                         *CURRENT SURVEY CONTROL
 QO1111  ___________________________________________________________________
 QO1111* NAD 83(1986)-  45 45 48.     (N)    093 39 08.     (W)     SCALED    
 QO1111* NAVD 88     -       334.210  (meters)    1096.49   (feet)  ADJUSTED  
 QO1111  ___________________________________________________________________
 QO1111  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 QO1111  DYNAMIC HT  -         334.204 (meters)    1096.47  (feet)  COMP
 QO1111  MODELED GRAV-     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
 QO1111.and adjusted by the National Geodetic Survey in June 1991..
 QO1111
 QO1111.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO1113 ***********************************************************************
 QO1113  DESIGNATION -  4812 A 1
 QO1113  PID         -  QO1113
 QO1113  STATE/COUNTY-  MN/MILLE LACS
 QO1113  USGS QUAD   -  MILACA (1968)
 QO1113
 QO1113                         *CURRENT SURVEY CONTROL
 QO1113  ___________________________________________________________________
 QO1113* NAD 83(1986)-  45 46 43.     (N)    093 39 28.     (W)     SCALED    
 QO1113* NAVD 88     -       327.344  (meters)    1073.96   (feet)  ADJUSTED  
 QO1113  ___________________________________________________________________
 QO1113  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 QO1113  DYNAMIC HT  -         327.339 (meters)    1073.94  (feet)  COMP
 QO1113  MODELED GRAV-     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
 QO1113.and adjusted by the National Geodetic Survey in June 1991..
 QO1113
 QO1113.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AJ5128 ***********************************************************************
 AJ5128  DESIGNATION -  4812 AA
 AJ5128  PID         -  AJ5128
 AJ5128  STATE/COUNTY-  MN/MILLE LACS
 AJ5128  USGS QUAD   -  MILACA (1968)
 AJ5128
 AJ5128                         *CURRENT SURVEY CONTROL
 AJ5128  ___________________________________________________________________
 AJ5128* NAD 83(1986)-  45 45 50.     (N)    093 38 27.     (W)     SCALED    
 AJ5128* NAVD 88     -       338.973  (meters)    1112.11   (feet)  ADJUSTED  
 AJ5128  ___________________________________________________________________
 AJ5128  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AJ5128  DYNAMIC HT  -         338.967 (meters)    1112.09  (feet)  COMP
 AJ5128  MODELED GRAV-     980,589.5   (mgal)                       NAVD 88
 AJ5128
 AJ5128  VERT ORDER  -  SECOND    CLASS I
 AJ5128
 AJ5128.The horizontal coordinates were scaled from a topographic map and have
 AJ5128.an estimated accuracy of +/- 6 seconds.
 AJ5128
 AJ5128.The orthometric height was determined by differential leveling
 AJ5128.and adjusted by the National Geodetic Survey in August 2004..
 AJ5128
 AJ5128.The geoid height was determined by GEOID03.
 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     -   185,090.      847,390.      MT  (+/- 180 meters Scaled)
 AJ5128
 AJ5128                          SUPERSEDED SURVEY CONTROL
 AJ5128
 AJ5128.No superseded survey control is available for this station.
 AJ5128
 AJ5128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL501680(NAD 83)
 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 = OCTOBER  6, 2006
 AJ5130 ***********************************************************************
 AJ5130  DESIGNATION -  4812 AB
 AJ5130  PID         -  AJ5130
 AJ5130  STATE/COUNTY-  MN/MILLE LACS
 AJ5130  USGS QUAD   -  PAGE (1968)
 AJ5130
 AJ5130                         *CURRENT SURVEY CONTROL
 AJ5130  ___________________________________________________________________
 AJ5130* NAD 83(1986)-  45 55 33.     (N)    093 39 46.     (W)     SCALED    
 AJ5130* NAVD 88     -       365.466  (meters)    1199.03   (feet)  ADJUSTED  
 AJ5130  ___________________________________________________________________
 AJ5130  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AJ5130  DYNAMIC HT  -         365.466 (meters)    1199.03  (feet)  COMP
 AJ5130  MODELED GRAV-     980,603.1   (mgal)                       NAVD 88
 AJ5130
 AJ5130  VERT ORDER  -  SECOND    CLASS I
 AJ5130
 AJ5130.The horizontal coordinates were scaled from a topographic map and have
 AJ5130.an estimated accuracy of +/- 6 seconds.
 AJ5130
 AJ5130.The orthometric height was determined by differential leveling
 AJ5130.and adjusted by the National Geodetic Survey in August 2004..
 AJ5130
 AJ5130.The geoid height was determined by GEOID03.
 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     -   203,070.      845,550.      MT  (+/- 180 meters Scaled)
 AJ5130
 AJ5130                          SUPERSEDED SURVEY CONTROL
 AJ5130
 AJ5130.No superseded survey control is available for this station.
 AJ5130
 AJ5130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL486860(NAD 83)
 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 = OCTOBER  6, 2006
 AJ5131 ***********************************************************************
 AJ5131  DESIGNATION -  4812 AC
 AJ5131  PID         -  AJ5131
 AJ5131  STATE/COUNTY-  MN/MILLE LACS
 AJ5131  USGS QUAD   -  PAGE (1968)
 AJ5131
 AJ5131                         *CURRENT SURVEY CONTROL
 AJ5131  ___________________________________________________________________
 AJ5131* NAD 83(1986)-  45 55 33.     (N)    093 39 47.     (W)     SCALED    
 AJ5131* NAVD 88     -       365.769  (meters)    1200.03   (feet)  ADJUSTED  
 AJ5131  ___________________________________________________________________
 AJ5131  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AJ5131  DYNAMIC HT  -         365.769 (meters)    1200.03  (feet)  COMP
 AJ5131  MODELED GRAV-     980,603.1   (mgal)                       NAVD 88
 AJ5131
 AJ5131  VERT ORDER  -  SECOND    CLASS I
 AJ5131
 AJ5131.The horizontal coordinates were scaled from a topographic map and have
 AJ5131.an estimated accuracy of +/- 6 seconds.
 AJ5131
 AJ5131.The orthometric height was determined by differential leveling
 AJ5131.and adjusted by the National Geodetic Survey in August 2004..
 AJ5131
 AJ5131.The geoid height was determined by GEOID03.
 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     -   203,070.      845,530.      MT  (+/- 180 meters Scaled)
 AJ5131
 AJ5131                          SUPERSEDED SURVEY CONTROL
 AJ5131
 AJ5131.No superseded survey control is available for this station.
 AJ5131
 AJ5131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL485860(NAD 83)
 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 = OCTOBER  6, 2006
 AJ5109 ***********************************************************************
 AJ5109  DESIGNATION -  4812 AD
 AJ5109  PID         -  AJ5109
 AJ5109  STATE/COUNTY-  MN/MILLE LACS
 AJ5109  USGS QUAD   -  PAGE (1968)
 AJ5109
 AJ5109                         *CURRENT SURVEY CONTROL
 AJ5109  ___________________________________________________________________
 AJ5109* NAD 83(1996)-  45 56 13.48595(N)    093 39 46.34354(W)     ADJUSTED  
 AJ5109* NAVD 88     -       372.324  (meters)    1221.53   (feet)  ADJUSTED  
 AJ5109  ___________________________________________________________________
 AJ5109  X           -    -283,881.571 (meters)                     COMP
 AJ5109  Y           -  -4,434,510.999 (meters)                     COMP
 AJ5109  Z           -   4,560,634.545 (meters)                     COMP
 AJ5109  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 AJ5109  ELLIP HEIGHT-         345.09  (meters)          (08/29/02) GPS OBS
 AJ5109  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AJ5109  DYNAMIC HT  -         372.324 (meters)    1221.53  (feet)  COMP
 AJ5109  MODELED GRAV-     980,604.6   (mgal)                       NAVD 88
 AJ5109
 AJ5109  HORZ ORDER  -  FIRST
 AJ5109  VERT ORDER  -  SECOND    CLASS I
 AJ5109  ELLP ORDER  -  THIRD     CLASS II
 AJ5109
 AJ5109.The horizontal coordinates were established by GPS observations
 AJ5109.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AJ5109
 AJ5109.The orthometric height was determined by differential leveling
 AJ5109.and adjusted by the National Geodetic Survey in August 2004..
 AJ5109
 AJ5109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5109
 AJ5109.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5109
 AJ5109.The ellipsoidal height was determined by GPS observations
 AJ5109.and is referenced to NAD 83.
 AJ5109
 AJ5109.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ5109;SPC MN C     -   204,321.457   845,529.427   MT  0.99994599   +0 25 29.0
 AJ5109;UTM  15      - 5,087,270.225   448,614.081   MT  0.99963246   -0 28 34.8
 AJ5109
 AJ5109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5109!SPC MN C     -   0.99994590  x   0.99994599  =   0.99989190
 AJ5109!UTM  15      -   0.99994590  x   0.99963246  =   0.99957838
 AJ5109
 AJ5109                          SUPERSEDED SURVEY CONTROL
 AJ5109
 AJ5109  NAVD 88 (08/29/02)  372.32   (m)         1221.5    (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_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 - May 17, 2005
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5110 ***********************************************************************
 AJ5110  DESIGNATION -  4812 AE
 AJ5110  PID         -  AJ5110
 AJ5110  STATE/COUNTY-  MN/MILLE LACS
 AJ5110  USGS QUAD   -  PAGE (1968)
 AJ5110
 AJ5110                         *CURRENT SURVEY CONTROL
 AJ5110  ___________________________________________________________________
 AJ5110* NAD 83(1996)-  45 58 38.92931(N)    093 39 44.05495(W)     ADJUSTED  
 AJ5110* NAVD 88     -       378.114  (meters)    1240.53   (feet)  ADJUSTED  
 AJ5110  ___________________________________________________________________
 AJ5110  X           -    -283,626.433 (meters)                     COMP
 AJ5110  Y           -  -4,431,296.673 (meters)                     COMP
 AJ5110  Z           -   4,563,760.728 (meters)                     COMP
 AJ5110  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 AJ5110  ELLIP HEIGHT-         350.91  (meters)          (08/29/02) GPS OBS
 AJ5110  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AJ5110  DYNAMIC HT  -         378.117 (meters)    1240.54  (feet)  COMP
 AJ5110  MODELED GRAV-     980,610.2   (mgal)                       NAVD 88
 AJ5110
 AJ5110  HORZ ORDER  -  FIRST
 AJ5110  VERT ORDER  -  SECOND    CLASS I
 AJ5110  ELLP ORDER  -  THIRD     CLASS II
 AJ5110
 AJ5110.The horizontal coordinates were established by GPS observations
 AJ5110.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AJ5110
 AJ5110.The orthometric height was determined by differential leveling
 AJ5110.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ5110
 AJ5110.The ellipsoidal height was determined by GPS observations
 AJ5110.and is referenced to NAD 83.
 AJ5110
 AJ5110.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ5110;SPC MN C     -   208,812.029   845,545.403   MT  0.99994138   +0 25 30.6
 AJ5110;UTM  15      - 5,091,758.593   448,700.657   MT  0.99963235   -0 28 34.3
 AJ5110
 AJ5110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5110!SPC MN C     -   0.99994499  x   0.99994138  =   0.99988637
 AJ5110!UTM  15      -   0.99994499  x   0.99963235  =   0.99957736
 AJ5110
 AJ5110                          SUPERSEDED SURVEY CONTROL
 AJ5110
 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: 15TVL4870191759(NAD 83)
 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 - September 27, 2000
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5111 ***********************************************************************
 AJ5111  DESIGNATION -  4812 AF
 AJ5111  PID         -  AJ5111
 AJ5111  STATE/COUNTY-  MN/MILLE LACS
 AJ5111  USGS QUAD   -  ONAMIA (1968)
 AJ5111
 AJ5111                         *CURRENT SURVEY CONTROL
 AJ5111  ___________________________________________________________________
 AJ5111* NAD 83(1996)-  46 00 09.07530(N)    093 39 44.99949(W)     ADJUSTED  
 AJ5111* NAVD 88     -       375.235  (meters)    1231.08   (feet)  ADJUSTED  
 AJ5111  ___________________________________________________________________
 AJ5111  X           -    -283,518.718 (meters)                     COMP
 AJ5111  Y           -  -4,429,295.573 (meters)                     COMP
 AJ5111  Z           -   4,565,692.551 (meters)                     COMP
 AJ5111  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 AJ5111  ELLIP HEIGHT-         348.04  (meters)          (08/29/02) GPS OBS
 AJ5111  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AJ5111  DYNAMIC HT  -         375.240 (meters)    1231.10  (feet)  COMP
 AJ5111  MODELED GRAV-     980,615.6   (mgal)                       NAVD 88
 AJ5111
 AJ5111  HORZ ORDER  -  FIRST
 AJ5111  VERT ORDER  -  SECOND    CLASS I
 AJ5111  ELLP ORDER  -  THIRD     CLASS II
 AJ5111
 AJ5111.The horizontal coordinates were established by GPS observations
 AJ5111.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AJ5111
 AJ5111.The orthometric height was determined by differential leveling
 AJ5111.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ5111
 AJ5111.The ellipsoidal height was determined by GPS observations
 AJ5111.and is referenced to NAD 83.
 AJ5111
 AJ5111.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ5111;SPC MN C     -   211,594.921   845,504.428   MT  0.99993876   +0 25 30.0
 AJ5111;UTM  15      - 5,094,540.929   448,703.471   MT  0.99963235   -0 28 35.7
 AJ5111
 AJ5111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5111!SPC MN C     -   0.99994544  x   0.99993876  =   0.99988420
 AJ5111!UTM  15      -   0.99994544  x   0.99963235  =   0.99957781
 AJ5111
 AJ5111                          SUPERSEDED SURVEY CONTROL
 AJ5111
 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: 15TVL4870394541(NAD 83)
 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 = OCTOBER  6, 2006
 AJ5132 ***********************************************************************
 AJ5132  DESIGNATION -  4812 AG
 AJ5132  PID         -  AJ5132
 AJ5132  STATE/COUNTY-  MN/MILLE LACS
 AJ5132  USGS QUAD   -  ONAMIA (1968)
 AJ5132
 AJ5132                         *CURRENT SURVEY CONTROL
 AJ5132  ___________________________________________________________________
 AJ5132* NAD 83(1986)-  46 00 50.     (N)    093 39 50.     (W)     SCALED    
 AJ5132* NAVD 88     -       377.556  (meters)    1238.70   (feet)  ADJUSTED  
 AJ5132  ___________________________________________________________________
 AJ5132  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AJ5132  DYNAMIC HT  -         377.561 (meters)    1238.71  (feet)  COMP
 AJ5132  MODELED GRAV-     980,616.3   (mgal)                       NAVD 88
 AJ5132
 AJ5132  VERT ORDER  -  SECOND    CLASS I
 AJ5132
 AJ5132.The horizontal coordinates were scaled from a topographic map and have
 AJ5132.an estimated accuracy of +/- 6 seconds.
 AJ5132
 AJ5132.The orthometric height was determined by differential leveling
 AJ5132.and adjusted by the National Geodetic Survey in August 2004..
 AJ5132
 AJ5132.The geoid height was determined by GEOID03.
 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     -   212,860.      845,390.      MT  (+/- 180 meters Scaled)
 AJ5132
 AJ5132                          SUPERSEDED SURVEY CONTROL
 AJ5132
 AJ5132.No superseded survey control is available for this station.
 AJ5132
 AJ5132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL486958(NAD 83)
 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 = OCTOBER  6, 2006
 AJ5133 ***********************************************************************
 AJ5133  DESIGNATION -  4812 AH
 AJ5133  PID         -  AJ5133
 AJ5133  STATE/COUNTY-  MN/MILLE LACS
 AJ5133  USGS QUAD   -  ONAMIA (1968)
 AJ5133
 AJ5133                         *CURRENT SURVEY CONTROL
 AJ5133  ___________________________________________________________________
 AJ5133* NAD 83(1986)-  46 00 50.     (N)    093 39 54.     (W)     SCALED    
 AJ5133* NAVD 88     -       377.729  (meters)    1239.27   (feet)  ADJUSTED  
 AJ5133  ___________________________________________________________________
 AJ5133  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AJ5133  DYNAMIC HT  -         377.734 (meters)    1239.28  (feet)  COMP
 AJ5133  MODELED GRAV-     980,616.4   (mgal)                       NAVD 88
 AJ5133
 AJ5133  VERT ORDER  -  SECOND    CLASS I
 AJ5133
 AJ5133.The horizontal coordinates were scaled from a topographic map and have
 AJ5133.an estimated accuracy of +/- 6 seconds.
 AJ5133
 AJ5133.The orthometric height was determined by differential leveling
 AJ5133.and adjusted by the National Geodetic Survey in August 2004..
 AJ5133
 AJ5133.The geoid height was determined by GEOID03.
 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     -   212,860.      845,300.      MT  (+/- 180 meters Scaled)
 AJ5133
 AJ5133                          SUPERSEDED SURVEY CONTROL
 AJ5133
 AJ5133.No superseded survey control is available for this station.
 AJ5133
 AJ5133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL485958(NAD 83)
 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 = OCTOBER  6, 2006
 QO1114 ***********************************************************************
 QO1114  DESIGNATION -  4812 B
 QO1114  PID         -  QO1114
 QO1114  STATE/COUNTY-  MN/MILLE LACS
 QO1114  USGS QUAD   -  MILACA (1968)
 QO1114
 QO1114                         *CURRENT SURVEY CONTROL
 QO1114  ___________________________________________________________________
 QO1114* NAD 83(1996)-  45 47 09.26082(N)    093 39 19.18726(W)     ADJUSTED  
 QO1114* NAVD 88     -       342.903  (meters)    1125.01   (feet)  ADJUSTED  
 QO1114  ___________________________________________________________________
 QO1114  X           -    -284,065.246 (meters)                     COMP
 QO1114  Y           -  -4,446,562.475 (meters)                     COMP
 QO1114  Z           -   4,548,911.342 (meters)                     COMP
 QO1114  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 QO1114  ELLIP HEIGHT-         315.48  (meters)          (08/29/02) GPS OBS
 QO1114  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 QO1114  DYNAMIC HT  -         342.898 (meters)    1124.99  (feet)  COMP
 QO1114  MODELED GRAV-     980,590.5   (mgal)                       NAVD 88
 QO1114
 QO1114  HORZ ORDER  -  FIRST
 QO1114  VERT ORDER  -  SECOND    CLASS I
 QO1114  ELLP ORDER  -  THIRD     CLASS II
 QO1114
 QO1114.The horizontal coordinates were established by GPS observations
 QO1114.and adjusted by the MN DEPT OF TRANSP in August 2002..
 QO1114
 QO1114.The orthometric height was determined by differential leveling
 QO1114.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 QO1114
 QO1114.The ellipsoidal height was determined by GPS observations
 QO1114.and is referenced to NAD 83.
 QO1114
 QO1114.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1114;SPC MN C     -   187,524.289   846,240.527   MT  0.99996763   +0 25 48.6
 QO1114;UTM  15      - 5,070,469.403   449,060.972   MT  0.99963190   -0 28 11.0
 QO1114
 QO1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1114!SPC MN C     -   0.99995054  x   0.99996763  =   0.99991818
 QO1114!UTM  15      -   0.99995054  x   0.99963190  =   0.99958246
 QO1114
 QO1114                          SUPERSEDED SURVEY CONTROL
 QO1114
 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: 15TVL4906170469(NAD 83)
 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 = OCTOBER  6, 2006
 QO1116 ***********************************************************************
 QO1116  DESIGNATION -  4812 C
 QO1116  PID         -  QO1116
 QO1116  STATE/COUNTY-  MN/MILLE LACS
 QO1116  USGS QUAD   -  MILACA (1968)
 QO1116
 QO1116                         *CURRENT SURVEY CONTROL
 QO1116  ___________________________________________________________________
 QO1116* NAD 83(1986)-  45 48 03.     (N)    093 39 12.     (W)     SCALED    
 QO1116* NAVD 88     -       345.599  (meters)    1133.85   (feet)  ADJUSTED  
 QO1116  ___________________________________________________________________
 QO1116  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 QO1116  DYNAMIC HT  -         345.594 (meters)    1133.84  (feet)  COMP
 QO1116  MODELED GRAV-     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
 QO1116.and adjusted by the National Geodetic Survey in June 1991..
 QO1116
 QO1116.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO1119 ***********************************************************************
 QO1119  DESIGNATION -  4812 E 1
 QO1119  PID         -  QO1119
 QO1119  STATE/COUNTY-  MN/MILLE LACS
 QO1119  USGS QUAD   -  MILACA (1968)
 QO1119
 QO1119                         *CURRENT SURVEY CONTROL
 QO1119  ___________________________________________________________________
 QO1119* NAD 83(1986)-  45 49 21.     (N)    093 40 22.     (W)     SCALED    
 QO1119* NAVD 88     -       338.862  (meters)    1111.75   (feet)  ADJUSTED  
 QO1119  ___________________________________________________________________
 QO1119  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 QO1119  DYNAMIC HT  -         338.858 (meters)    1111.74  (feet)  COMP
 QO1119  MODELED GRAV-     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
 QO1119.and adjusted by the National Geodetic Survey in June 1991..
 QO1119
 QO1119.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 QO1121 ***********************************************************************
 QO1121  DESIGNATION -  4812 G
 QO1121  PID         -  QO1121
 QO1121  STATE/COUNTY-  MN/MILLE LACS
 QO1121  USGS QUAD   -  MILACA (1968)
 QO1121
 QO1121                         *CURRENT SURVEY CONTROL
 QO1121  ___________________________________________________________________
 QO1121* NAD 83(1986)-  45 50 12.     (N)    093 39 46.     (W)     SCALED    
 QO1121* NAVD 88     -       355.557  (meters)    1166.52   (feet)  ADJUSTED  
 QO1121  ___________________________________________________________________
 QO1121  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 QO1121  DYNAMIC HT  -         355.553 (meters)    1166.51  (feet)  COMP
 QO1121  MODELED GRAV-     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
 QO1121.and adjusted by the National Geodetic Survey in June 1991..
 QO1121
 QO1121.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 QO1121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO1121_SP_SET: ROD
 QO1121_STAMPING: 4812 G 1973
 QO1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1121
 QO1121  HISTORY     - Date     Condition        Report By
 QO1121  HISTORY     - 1973     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1131 ***********************************************************************
 QO1131  DESIGNATION -  4812 H
 QO1131  PID         -  QO1131
 QO1131  STATE/COUNTY-  MN/MILLE LACS
 QO1131  USGS QUAD   -  PAGE (1968)
 QO1131
 QO1131                         *CURRENT SURVEY CONTROL
 QO1131  ___________________________________________________________________
 QO1131* NAD 83(1996)-  45 53 40.57619(N)    093 39 47.94418(W)     ADJUSTED  
 QO1131* NAVD 88     -       371.077  (meters)    1217.44   (feet)  ADJUSTED  
 QO1131  ___________________________________________________________________
 QO1131  X           -    -284,132.615 (meters)                     COMP
 QO1131  Y           -  -4,437,892.390 (meters)                     COMP
 QO1131  Z           -   4,557,348.921 (meters)                     COMP
 QO1131  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 QO1131  ELLIP HEIGHT-         343.80  (meters)          (08/29/02) GPS OBS
 QO1131  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 QO1131  DYNAMIC HT  -         371.075 (meters)    1217.44  (feet)  COMP
 QO1131  MODELED GRAV-     980,599.4   (mgal)                       NAVD 88
 QO1131
 QO1131  HORZ ORDER  -  FIRST
 QO1131  VERT ORDER  -  SECOND    CLASS I
 QO1131  ELLP ORDER  -  THIRD     CLASS II
 QO1131
 QO1131.The horizontal coordinates were established by GPS observations
 QO1131.and adjusted by the MN DEPT OF TRANSP in August 2002..
 QO1131
 QO1131.The orthometric height was determined by differential leveling
 QO1131.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 QO1131
 QO1131.The ellipsoidal height was determined by GPS observations
 QO1131.and is referenced to NAD 83.
 QO1131
 QO1131.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QO1131;SPC MN C     -   199,600.499   845,529.917   MT  0.99995138   +0 25 27.8
 QO1131;UTM  15      - 5,082,551.335   448,540.367   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                               276.083 METERS 35902     |
 QO1131|---------------------------------------------------------------------|
 QO1131
 QO1131                          SUPERSEDED SURVEY CONTROL
 QO1131
 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_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 = OCTOBER  6, 2006
 QO1140 ***********************************************************************
 QO1140  DESIGNATION -  4812 M
 QO1140  PID         -  QO1140
 QO1140  STATE/COUNTY-  MN/MILLE LACS
 QO1140  USGS QUAD   -  PAGE (1968)
 QO1140
 QO1140                         *CURRENT SURVEY CONTROL
 QO1140  ___________________________________________________________________
 QO1140* NAD 83(1986)-  45 57 05.     (N)    093 39 24.     (W)     SCALED    
 QO1140* NAVD 88     -       363.984  (meters)    1194.17   (feet)  ADJUSTED  
 QO1140  ___________________________________________________________________
 QO1140  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 QO1140  DYNAMIC HT  -         363.984 (meters)    1194.17  (feet)  COMP
 QO1140  MODELED GRAV-     980,606.1   (mgal)                       NAVD 88
 QO1140
 QO1140  VERT ORDER  -  SECOND    CLASS I
 QO1140
 QO1140.The horizontal coordinates were scaled from a topographic map and have
 QO1140.an estimated accuracy of +/- 6 seconds.
 QO1140
 QO1140.The orthometric height was determined by differential leveling
 QO1140.and adjusted by the National Geodetic Survey in June 1991..
 QO1140
 QO1140.The geoid height was determined by GEOID03.
 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     -   205,920.      846,000.      MT  (+/- 180 meters Scaled)
 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: 15TVL491888(NAD 83)
 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 = OCTOBER  6, 2006
 QO1143 ***********************************************************************
 QO1143  DESIGNATION -  4812 N
 QO1143  PID         -  QO1143
 QO1143  STATE/COUNTY-  MN/MILLE LACS
 QO1143  USGS QUAD   -  PAGE (1968)
 QO1143
 QO1143                         *CURRENT SURVEY CONTROL
 QO1143  ___________________________________________________________________
 QO1143* NAD 83(1986)-  45 57 57.     (N)    093 39 23.     (W)     SCALED    
 QO1143* NAVD 88     -       364.999  (meters)    1197.50   (feet)  ADJUSTED  
 QO1143  ___________________________________________________________________
 QO1143  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 QO1143  DYNAMIC HT  -         365.001 (meters)    1197.51  (feet)  COMP
 QO1143  MODELED GRAV-     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
 QO1143.and adjusted by the National Geodetic Survey in June 1991..
 QO1143
 QO1143.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AJ3995 ***********************************************************************
 AJ3995  DESIGNATION -  4812 V
 AJ3995  PID         -  AJ3995
 AJ3995  STATE/COUNTY-  MN/MILLE LACS
 AJ3995  USGS QUAD   -  ONAMIA (1968)
 AJ3995
 AJ3995                         *CURRENT SURVEY CONTROL
 AJ3995  ___________________________________________________________________
 AJ3995* NAD 83(1986)-  46 03 39.     (N)    093 39 45.     (W)     SCALED    
 AJ3995* NAVD 88     -       382.662  (meters)    1255.45   (feet)  ADJUSTED  
 AJ3995  ___________________________________________________________________
 AJ3995  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AJ3995  DYNAMIC HT  -         382.667 (meters)    1255.47  (feet)  COMP
 AJ3995  MODELED GRAV-     980,617.4   (mgal)                       NAVD 88
 AJ3995
 AJ3995  VERT ORDER  -  SECOND    CLASS I
 AJ3995
 AJ3995.The horizontal coordinates were scaled from a topographic map and have
 AJ3995.an estimated accuracy of +/- 6 seconds.
 AJ3995
 AJ3995.The orthometric height was determined by differential leveling
 AJ3995.and adjusted by the National Geodetic Survey in August 2004..
 AJ3995.No vertical observational check was made to the station.
 AJ3995
 AJ3995.The geoid height was determined by GEOID03.
 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     -   218,080.      845,460.      MT  (+/- 180 meters Scaled)
 AJ3995
 AJ3995                          SUPERSEDED SURVEY CONTROL
 AJ3995
 AJ3995.No superseded survey control is available for this station.
 AJ3995
 AJ3995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM487010(NAD 83)
 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 = OCTOBER  6, 2006
 AJ3997 ***********************************************************************
 AJ3997  DESIGNATION -  4812 W
 AJ3997  PID         -  AJ3997
 AJ3997  STATE/COUNTY-  MN/MILLE LACS
 AJ3997  USGS QUAD   -  ONAMIA (1968)
 AJ3997
 AJ3997                         *CURRENT SURVEY CONTROL
 AJ3997  ___________________________________________________________________
 AJ3997* NAD 83(1986)-  46 02 44.     (N)    093 39 46.     (W)     SCALED    
 AJ3997* NAVD 88     -       383.605  (meters)    1258.54   (feet)  ADJUSTED  
 AJ3997  ___________________________________________________________________
 AJ3997  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AJ3997  DYNAMIC HT  -         383.611 (meters)    1258.56  (feet)  COMP
 AJ3997  MODELED GRAV-     980,617.1   (mgal)                       NAVD 88
 AJ3997
 AJ3997  VERT ORDER  -  SECOND    CLASS I
 AJ3997
 AJ3997.The horizontal coordinates were scaled from a topographic map and have
 AJ3997.an estimated accuracy of +/- 6 seconds.
 AJ3997
 AJ3997.The orthometric height was determined by differential leveling
 AJ3997.and adjusted by the National Geodetic Survey in August 2004..
 AJ3997.No vertical observational check was made to the station.
 AJ3997
 AJ3997.The geoid height was determined by GEOID03.
 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     -   216,380.      845,450.      MT  (+/- 180 meters Scaled)
 AJ3997
 AJ3997                          SUPERSEDED SURVEY CONTROL
 AJ3997
 AJ3997.No superseded survey control is available for this station.
 AJ3997
 AJ3997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL487993(NAD 83)
 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 = OCTOBER  6, 2006
 AJ3998 ***********************************************************************
 AJ3998  DESIGNATION -  4812 X
 AJ3998  PID         -  AJ3998
 AJ3998  STATE/COUNTY-  MN/MILLE LACS
 AJ3998  USGS QUAD   -  ONAMIA (1968)
 AJ3998
 AJ3998                         *CURRENT SURVEY CONTROL
 AJ3998  ___________________________________________________________________
 AJ3998* NAD 83(1986)-  46 02 44.     (N)    093 39 44.     (W)     SCALED    
 AJ3998* NAVD 88     -       383.469  (meters)    1258.10   (feet)  ADJUSTED  
 AJ3998  ___________________________________________________________________
 AJ3998  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AJ3998  DYNAMIC HT  -         383.474 (meters)    1258.11  (feet)  COMP
 AJ3998  MODELED GRAV-     980,617.1   (mgal)                       NAVD 88
 AJ3998
 AJ3998  VERT ORDER  -  SECOND    CLASS I
 AJ3998
 AJ3998.The horizontal coordinates were scaled from a topographic map and have
 AJ3998.an estimated accuracy of +/- 6 seconds.
 AJ3998
 AJ3998.The orthometric height was determined by differential leveling
 AJ3998.and adjusted by the National Geodetic Survey in August 2004..
 AJ3998.No vertical observational check was made to the station.
 AJ3998
 AJ3998.The geoid height was determined by GEOID03.
 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     -   216,380.      845,490.      MT  (+/- 180 meters Scaled)
 AJ3998
 AJ3998                          SUPERSEDED SURVEY CONTROL
 AJ3998
 AJ3998.No superseded survey control is available for this station.
 AJ3998
 AJ3998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL487993(NAD 83)
 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 = OCTOBER  6, 2006
 AJ3996 ***********************************************************************
 AJ3996  DESIGNATION -  4812 Y
 AJ3996  PID         -  AJ3996
 AJ3996  STATE/COUNTY-  MN/MILLE LACS
 AJ3996  USGS QUAD   -  ONAMIA (1968)
 AJ3996
 AJ3996                         *CURRENT SURVEY CONTROL
 AJ3996  ___________________________________________________________________
 AJ3996* NAD 83(1986)-  46 03 39.     (N)    093 39 43.     (W)     SCALED    
 AJ3996* NAVD 88     -       382.513  (meters)    1254.96   (feet)  ADJUSTED  
 AJ3996  ___________________________________________________________________
 AJ3996  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AJ3996  DYNAMIC HT  -         382.518 (meters)    1254.98  (feet)  COMP
 AJ3996  MODELED GRAV-     980,617.4   (mgal)                       NAVD 88
 AJ3996
 AJ3996  VERT ORDER  -  SECOND    CLASS I
 AJ3996
 AJ3996.The horizontal coordinates were scaled from a topographic map and have
 AJ3996.an estimated accuracy of +/- 6 seconds.
 AJ3996
 AJ3996.The orthometric height was determined by differential leveling
 AJ3996.and adjusted by the National Geodetic Survey in August 2004..
 AJ3996.No vertical observational check was made to the station.
 AJ3996
 AJ3996.The geoid height was determined by GEOID03.
 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     -   218,080.      845,500.      MT  (+/- 180 meters Scaled)
 AJ3996
 AJ3996                          SUPERSEDED SURVEY CONTROL
 AJ3996
 AJ3996.No superseded survey control is available for this station.
 AJ3996
 AJ3996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM488010(NAD 83)
 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 = OCTOBER  6, 2006
 AJ5127 ***********************************************************************
 AJ5127  DESIGNATION -  4812 Z
 AJ5127  PID         -  AJ5127
 AJ5127  STATE/COUNTY-  MN/MILLE LACS
 AJ5127  USGS QUAD   -  MILACA (1968)
 AJ5127
 AJ5127                         *CURRENT SURVEY CONTROL
 AJ5127  ___________________________________________________________________
 AJ5127* NAD 83(1986)-  45 45 50.     (N)    093 38 25.     (W)     SCALED    
 AJ5127* NAVD 88     -       338.989  (meters)    1112.17   (feet)  ADJUSTED  
 AJ5127  ___________________________________________________________________
 AJ5127  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AJ5127  DYNAMIC HT  -         338.983 (meters)    1112.15  (feet)  COMP
 AJ5127  MODELED GRAV-     980,589.5   (mgal)                       NAVD 88
 AJ5127
 AJ5127  VERT ORDER  -  SECOND    CLASS I
 AJ5127
 AJ5127.The horizontal coordinates were scaled from a topographic map and have
 AJ5127.an estimated accuracy of +/- 6 seconds.
 AJ5127
 AJ5127.The orthometric height was determined by differential leveling
 AJ5127.and adjusted by the National Geodetic Survey in August 2004..
 AJ5127
 AJ5127.The geoid height was determined by GEOID03.
 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     -   185,090.      847,430.      MT  (+/- 180 meters Scaled)
 AJ5127
 AJ5127                          SUPERSEDED SURVEY CONTROL
 AJ5127
 AJ5127.No superseded survey control is available for this station.
 AJ5127
 AJ5127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL502680(NAD 83)
 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 = OCTOBER  6, 2006
 RN1704 ***********************************************************************
 RN1704  DESIGNATION -  4813 E
 RN1704  PID         -  RN1704
 RN1704  STATE/COUNTY-  MN/MILLE LACS
 RN1704  USGS QUAD   -  ONAMIA (1968)
 RN1704
 RN1704                         *CURRENT SURVEY CONTROL
 RN1704  ___________________________________________________________________
 RN1704* NAD 83(1996)-  46 05 53.79078(N)    093 38 42.35009(W)     ADJUSTED  
 RN1704* NAVD 88     -       383.561  (meters)    1258.40   (feet)  ADJUSTED  
 RN1704  ___________________________________________________________________
 RN1704  X           -    -281,686.561 (meters)                     COMP
 RN1704  Y           -  -4,421,739.667 (meters)                     COMP
 RN1704  Z           -   4,573,085.677 (meters)                     COMP
 RN1704  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 RN1704  ELLIP HEIGHT-         356.36  (meters)          (05/10/02) GPS OBS
 RN1704  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 RN1704  DYNAMIC HT  -         383.567 (meters)    1258.42  (feet)  COMP
 RN1704  MODELED GRAV-     980,618.3   (mgal)                       NAVD 88
 RN1704
 RN1704  HORZ ORDER  -  FIRST
 RN1704  VERT ORDER  -  SECOND    CLASS I
 RN1704  ELLP ORDER  -  THIRD     CLASS II
 RN1704
 RN1704.The horizontal coordinates were established by GPS observations
 RN1704.and adjusted by the MN DEPT OF TRANSP in May 2002..
 RN1704
 RN1704.The orthometric height was determined by differential leveling
 RN1704.and adjusted by the National Geodetic Survey in August 2004..
 RN1704
 RN1704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1704
 RN1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1704
 RN1704.The ellipsoidal height was determined by GPS observations
 RN1704.and is referenced to NAD 83.
 RN1704
 RN1704.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RN1704;SPC MN C     -   222,247.369   846,771.031   MT  0.99993051   +0 26 15.3
 RN1704;UTM  15      - 5,105,168.897   450,137.175   MT  0.99963056   -0 27 53.4
 RN1704
 RN1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1704!SPC MN C     -   0.99994414  x   0.99993051  =   0.99987465
 RN1704!UTM  15      -   0.99994414  x   0.99963056  =   0.99957472
 RN1704
 RN1704:                Primary Azimuth Mark                     Grid Az
 RN1704:SPC MN C     -  4813 F                                   183 59 43.2
 RN1704:UTM  15      -  4813 F                                   184 53 51.9
 RN1704
 RN1704|---------------------------------------------------------------------|
 RN1704| PID    Reference Object                     Distance      Geod. Az  |
 RN1704|                                                           dddmmss.s |
 RN1704| AJ3990 4813 F                              APPROX. 1.6 KM 1842558.5 |
 RN1704|---------------------------------------------------------------------|
 RN1704
 RN1704                          SUPERSEDED SURVEY CONTROL
 RN1704
 RN1704  NAVD 88 (06/15/91)  383.510  (m)         1258.23   (f) UNKNOWN     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: 15TVM5013705169(NAD 83)
 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_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 - August 17, 2000
 RN1704
 RN1704  HISTORY     - Date     Condition        Report By
 RN1704  HISTORY     - 1978     MONUMENTED       MNDT
 RN1704  HISTORY     - 19950911 GOOD             MNDT
 RN1704  HISTORY     - 20000601 SEE DESCRIPTION  MNDT
 RN1704  HISTORY     - 20000817 POOR             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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3990 ***********************************************************************
 AJ3990  DESIGNATION -  4813 F
 AJ3990  PID         -  AJ3990
 AJ3990  STATE/COUNTY-  MN/MILLE LACS
 AJ3990  USGS QUAD   -  ONAMIA (1968)
 AJ3990
 AJ3990                         *CURRENT SURVEY CONTROL
 AJ3990  ___________________________________________________________________
 AJ3990* NAD 83(1996)-  46 05 00.97313(N)    093 38 48.23439(W)     ADJUSTED  
 AJ3990* NAVD 88     -       387.283  (meters)    1270.61   (feet)  ADJUSTED  
 AJ3990  ___________________________________________________________________
 AJ3990  X           -    -281,887.600 (meters)                     COMP
 AJ3990  Y           -  -4,422,906.780 (meters)                     COMP
 AJ3990  Z           -   4,571,957.314 (meters)                     COMP
 AJ3990  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AJ3990  ELLIP HEIGHT-         360.08  (meters)          (05/10/02) GPS OBS
 AJ3990  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AJ3990  DYNAMIC HT  -         387.289 (meters)    1270.63  (feet)  COMP
 AJ3990  MODELED GRAV-     980,617.7   (mgal)                       NAVD 88
 AJ3990
 AJ3990  HORZ ORDER  -  FIRST
 AJ3990  VERT ORDER  -  SECOND    CLASS I
 AJ3990  ELLP ORDER  -  THIRD     CLASS II
 AJ3990
 AJ3990.The horizontal coordinates were established by GPS observations
 AJ3990.and adjusted by the MN DEPT OF TRANSP in May 2002..
 AJ3990
 AJ3990.The orthometric height was determined by differential leveling
 AJ3990.and adjusted by the National Geodetic Survey in August 2004..
 AJ3990
 AJ3990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3990
 AJ3990.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3990
 AJ3990.The ellipsoidal height was determined by GPS observations
 AJ3990.and is referenced to NAD 83.
 AJ3990
 AJ3990.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ3990;SPC MN C     -   220,615.775   846,657.072   MT  0.99993160   +0 26 11.0
 AJ3990;UTM  15      - 5,103,539.789   449,997.577   MT  0.99963074   -0 27 57.2
 AJ3990
 AJ3990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3990!SPC MN C     -   0.99994355  x   0.99993160  =   0.99987516
 AJ3990!UTM  15      -   0.99994355  x   0.99963074  =   0.99957432
 AJ3990
 AJ3990:                Primary Azimuth Mark                     Grid Az
 AJ3990:SPC MN C     -  4813 E                                   003 59 43.3
 AJ3990:UTM  15      -  4813 E                                   004 53 51.5
 AJ3990
 AJ3990|---------------------------------------------------------------------|
 AJ3990| PID    Reference Object                     Distance      Geod. Az  |
 AJ3990|                                                           dddmmss.s |
 AJ3990| RN1704 4813 E                              APPROX. 1.6 KM 0042554.3 |
 AJ3990|---------------------------------------------------------------------|
 AJ3990
 AJ3990                          SUPERSEDED SURVEY CONTROL
 AJ3990
 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: 15TVM4999803540(NAD 83)
 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 = OCTOBER  6, 2006
 AJ3989 ***********************************************************************
 AJ3989  DESIGNATION -  4813 G
 AJ3989  PID         -  AJ3989
 AJ3989  STATE/COUNTY-  MN/MILLE LACS
 AJ3989  USGS QUAD   -  ONAMIA (1968)
 AJ3989
 AJ3989                         *CURRENT SURVEY CONTROL
 AJ3989  ___________________________________________________________________
 AJ3989* NAD 83(1996)-  46 04 22.44725(N)    093 39 25.87423(W)     ADJUSTED  
 AJ3989* NAVD 88     -       383.075  (meters)    1256.81   (feet)  ADJUSTED  
 AJ3989  ___________________________________________________________________
 AJ3989  X           -    -282,749.171 (meters)                     COMP
 AJ3989  Y           -  -4,423,707.464 (meters)                     COMP
 AJ3989  Z           -   4,571,129.112 (meters)                     COMP
 AJ3989  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AJ3989  ELLIP HEIGHT-         355.89  (meters)          (05/10/02) GPS OBS
 AJ3989  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AJ3989  DYNAMIC HT  -         383.080 (meters)    1256.82  (feet)  COMP
 AJ3989  MODELED GRAV-     980,617.6   (mgal)                       NAVD 88
 AJ3989
 AJ3989  HORZ ORDER  -  FIRST
 AJ3989  VERT ORDER  -  SECOND    CLASS I
 AJ3989  ELLP ORDER  -  THIRD     CLASS II
 AJ3989
 AJ3989.The horizontal coordinates were established by GPS observations
 AJ3989.and adjusted by the MN DEPT OF TRANSP in May 2002..
 AJ3989
 AJ3989.The orthometric height was determined by differential leveling
 AJ3989.and adjusted by the National Geodetic Survey in August 2004..
 AJ3989
 AJ3989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3989
 AJ3989.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3989
 AJ3989.The ellipsoidal height was determined by GPS observations
 AJ3989.and is referenced to NAD 83.
 AJ3989
 AJ3989.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ3989;SPC MN C     -   219,420.266   845,857.355   MT  0.99993243   +0 25 43.8
 AJ3989;UTM  15      - 5,102,357.377   449,179.381   MT  0.99963175   -0 28 24.0
 AJ3989
 AJ3989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3989!SPC MN C     -   0.99994421  x   0.99993243  =   0.99987665
 AJ3989!UTM  15      -   0.99994421  x   0.99963175  =   0.99957598
 AJ3989
 AJ3989:                Primary Azimuth Mark                     Grid Az
 AJ3989:SPC MN C     -  4813 F                                   033 46 47.8
 AJ3989:UTM  15      -  4813 F                                   034 40 55.6
 AJ3989
 AJ3989|---------------------------------------------------------------------|
 AJ3989| PID    Reference Object                     Distance      Geod. Az  |
 AJ3989|                                                           dddmmss.s |
 AJ3989| AJ3990 4813 F                              APPROX. 1.4 KM 0341231.6 |
 AJ3989|---------------------------------------------------------------------|
 AJ3989
 AJ3989                          SUPERSEDED SURVEY CONTROL
 AJ3989
 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_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 - June 14, 2005
 AJ3989_ROD/PIPE-DEPTH: 18.3 meters
 AJ3989
 AJ3989  HISTORY     - Date     Condition        Report By
 AJ3989  HISTORY     - 2000     MONUMENTED       MNDT
 AJ3989  HISTORY     - 20000817 GOOD             MNDT
 AJ3989  HISTORY     - 20000927 GOOD             MNDT
 AJ3989  HISTORY     - 20050614 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1705 ***********************************************************************
 RN1705  DESIGNATION -  4814 A
 RN1705  PID         -  RN1705
 RN1705  STATE/COUNTY-  MN/MILLE LACS
 RN1705  USGS QUAD   -  ONAMIA (1968)
 RN1705
 RN1705                         *CURRENT SURVEY CONTROL
 RN1705  ___________________________________________________________________
 RN1705* NAD 83(1986)-  46 06 47.     (N)    093 39 22.     (W)     SCALED    
 RN1705* NAVD 88     -       383.683  (meters)    1258.80   (feet)  ADJUSTED  
 RN1705  ___________________________________________________________________
 RN1705  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 RN1705  DYNAMIC HT  -         383.689 (meters)    1258.82  (feet)  COMP
 RN1705  MODELED GRAV-     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
 RN1705.and adjusted by the National Geodetic Survey in June 1991..
 RN1705
 RN1705.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 RN1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 RN1712 ***********************************************************************
 RN1712  DESIGNATION -  4814 C
 RN1712  PID         -  RN1712
 RN1712  STATE/COUNTY-  MN/MILLE LACS
 RN1712  USGS QUAD   -  ONAMIA NW (1968)
 RN1712
 RN1712                         *CURRENT SURVEY CONTROL
 RN1712  ___________________________________________________________________
 RN1712* NAD 83(1986)-  46 08 31.     (N)    093 42 23.     (W)     SCALED    
 RN1712* NAVD 88     -       384.531  (meters)    1261.58   (feet)  ADJUSTED  
 RN1712  ___________________________________________________________________
 RN1712  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 RN1712  DYNAMIC HT  -         384.537 (meters)    1261.60  (feet)  COMP
 RN1712  MODELED GRAV-     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
 RN1712.and adjusted by the National Geodetic Survey in June 1991..
 RN1712
 RN1712.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN1715 ***********************************************************************
 RN1715  DESIGNATION -  4814 D
 RN1715  PID         -  RN1715
 RN1715  STATE/COUNTY-  MN/MILLE LACS
 RN1715  USGS QUAD   -  ONAMIA NW (1968)
 RN1715
 RN1715                         *CURRENT SURVEY CONTROL
 RN1715  ___________________________________________________________________
 RN1715* NAD 83(1986)-  46 08 45.     (N)    093 43 30.     (W)     SCALED    
 RN1715* NAVD 88     -       384.094  (meters)    1260.15   (feet)  ADJUSTED  
 RN1715  ___________________________________________________________________
 RN1715  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 RN1715  DYNAMIC HT  -         384.100 (meters)    1260.17  (feet)  COMP
 RN1715  MODELED GRAV-     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
 RN1715.and adjusted by the National Geodetic Survey in June 1991..
 RN1715
 RN1715.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN1717 ***********************************************************************
 RN1717  DESIGNATION -  4814 E
 RN1717  PID         -  RN1717
 RN1717  STATE/COUNTY-  MN/MILLE LACS
 RN1717  USGS QUAD   -  VINELAND (1968)
 RN1717
 RN1717                         *CURRENT SURVEY CONTROL
 RN1717  ___________________________________________________________________
 RN1717* NAD 83(1986)-  46 09 37.     (N)    093 45 26.     (W)     SCALED    
 RN1717* NAVD 88     -       383.468  (meters)    1258.09   (feet)  ADJUSTED  
 RN1717  ___________________________________________________________________
 RN1717  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 RN1717  DYNAMIC HT  -         383.475 (meters)    1258.12  (feet)  COMP
 RN1717  MODELED GRAV-     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
 RN1717.and adjusted by the National Geodetic Survey in June 1991..
 RN1717
 RN1717.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AJ4001 ***********************************************************************
 AJ4001  DESIGNATION -  4814 E 1
 AJ4001  PID         -  AJ4001
 AJ4001  STATE/COUNTY-  MN/MILLE LACS
 AJ4001  USGS QUAD   -  VINELAND (1968)
 AJ4001
 AJ4001                         *CURRENT SURVEY CONTROL
 AJ4001  ___________________________________________________________________
 AJ4001* NAD 83(1996)-  46 09 56.24254(N)    093 48 10.02751(W)     ADJUSTED  
 AJ4001* NAVD 88     -       391.029  (meters)    1282.90   (feet)  ADJUSTED  
 AJ4001  ___________________________________________________________________
 AJ4001  X           -    -293,497.281 (meters)                     COMP
 AJ4001  Y           -  -4,415,567.531 (meters)                     COMP
 AJ4001  Z           -   4,578,279.154 (meters)                     COMP
 AJ4001  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 AJ4001  ELLIP HEIGHT-         363.87  (meters)          (05/10/02) GPS OBS
 AJ4001  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AJ4001  DYNAMIC HT  -         391.037 (meters)    1282.93  (feet)  COMP
 AJ4001  MODELED GRAV-     980,623.9   (mgal)                       NAVD 88
 AJ4001
 AJ4001  HORZ ORDER  -  FIRST
 AJ4001  VERT ORDER  -  SECOND    CLASS I
 AJ4001  ELLP ORDER  -  THIRD     CLASS II
 AJ4001
 AJ4001.The horizontal coordinates were established by GPS observations
 AJ4001.and adjusted by the MN DEPT OF TRANSP in May 2002..
 AJ4001
 AJ4001.The orthometric height was determined by differential leveling
 AJ4001.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ4001
 AJ4001.The ellipsoidal height was determined by GPS observations
 AJ4001.and is referenced to NAD 83.
 AJ4001
 AJ4001.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ4001;SPC MN C     -   229,651.695   834,536.482   MT  0.99992637   +0 19 24.6
 AJ4001;UTM  15      - 5,112,762.805   438,024.278   MT  0.99964722   -0 34 44.8
 AJ4001
 AJ4001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4001!SPC MN C     -   0.99994296  x   0.99992637  =   0.99986934
 AJ4001!UTM  15      -   0.99994296  x   0.99964722  =   0.99959020
 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  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: 15TVM3802412763(NAD 83)
 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 = OCTOBER  6, 2006
 AJ4002 ***********************************************************************
 AJ4002  DESIGNATION -  4814 E 2
 AJ4002  PID         -  AJ4002
 AJ4002  STATE/COUNTY-  MN/MILLE LACS
 AJ4002  USGS QUAD   -  VINELAND (1968)
 AJ4002
 AJ4002                         *CURRENT SURVEY CONTROL
 AJ4002  ___________________________________________________________________
 AJ4002* NAD 83(1996)-  46 10 40.86871(N)    093 47 57.80989(W)     ADJUSTED  
 AJ4002* NAVD 88     -       398.609  (meters)    1307.77   (feet)  ADJUSTED  
 AJ4002  ___________________________________________________________________
 AJ4002  X           -    -293,170.210 (meters)                     COMP
 AJ4002  Y           -  -4,414,598.221 (meters)                     COMP
 AJ4002  Z           -   4,579,238.850 (meters)                     COMP
 AJ4002  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 AJ4002  ELLIP HEIGHT-         371.43  (meters)          (05/10/02) GPS OBS
 AJ4002  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AJ4002  DYNAMIC HT  -         398.618 (meters)    1307.80  (feet)  COMP
 AJ4002  MODELED GRAV-     980,625.2   (mgal)                       NAVD 88
 AJ4002
 AJ4002  HORZ ORDER  -  FIRST
 AJ4002  VERT ORDER  -  SECOND    CLASS I
 AJ4002  ELLP ORDER  -  THIRD     CLASS II
 AJ4002
 AJ4002.The horizontal coordinates were established by GPS observations
 AJ4002.and adjusted by the MN DEPT OF TRANSP in May 2002..
 AJ4002
 AJ4002.The orthometric height was determined by differential leveling
 AJ4002.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ4002
 AJ4002.The ellipsoidal height was determined by GPS observations
 AJ4002.and is referenced to NAD 83.
 AJ4002
 AJ4002.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ4002;SPC MN C     -   231,030.947   834,790.728   MT  0.99992576   +0 19 33.5
 AJ4002;UTM  15      - 5,114,137.497   438,300.144   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  =   0.99986754
 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 00.4
 AJ4002:UTM  15      -  4814 E 3                                 042 06 10.3
 AJ4002
 AJ4002|---------------------------------------------------------------------|
 AJ4002| PID    Reference Object                     Distance      Geod. Az  |
 AJ4002|                                                           dddmmss.s |
 AJ4002| AJ4003 4814 E 3                            APPROX. 1.2 KM 0413133.9 |
 AJ4002|---------------------------------------------------------------------|
 AJ4002
 AJ4002                          SUPERSEDED SURVEY CONTROL
 AJ4002
 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_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 = OCTOBER  6, 2006
 AJ4003 ***********************************************************************
 AJ4003  DESIGNATION -  4814 E 3
 AJ4003  PID         -  AJ4003
 AJ4003  STATE/COUNTY-  MN/MILLE LACS
 AJ4003  USGS QUAD   -  VINELAND (1968)
 AJ4003
 AJ4003                         *CURRENT SURVEY CONTROL
 AJ4003  ___________________________________________________________________
 AJ4003* NAD 83(1996)-  46 11 10.05161(N)    093 47 20.60040(W)     ADJUSTED  
 AJ4003* NAVD 88     -       392.883  (meters)    1288.98   (feet)  ADJUSTED  
 AJ4003  ___________________________________________________________________
 AJ4003  X           -    -292,330.596 (meters)                     COMP
 AJ4003  Y           -  -4,413,998.299 (meters)                     COMP
 AJ4003  Z           -   4,579,858.612 (meters)                     COMP
 AJ4003  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 AJ4003  ELLIP HEIGHT-         365.69  (meters)          (05/10/02) GPS OBS
 AJ4003  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AJ4003  DYNAMIC HT  -         392.892 (meters)    1289.01  (feet)  COMP
 AJ4003  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 AJ4003
 AJ4003  HORZ ORDER  -  FIRST
 AJ4003  VERT ORDER  -  SECOND    CLASS I
 AJ4003  ELLP ORDER  -  THIRD     CLASS II
 AJ4003
 AJ4003.The horizontal coordinates were established by GPS observations
 AJ4003.and adjusted by the MN DEPT OF TRANSP in May 2002..
 AJ4003
 AJ4003.The orthometric height was determined by differential leveling
 AJ4003.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ4003
 AJ4003.The ellipsoidal height was determined by GPS observations
 AJ4003.and is referenced to NAD 83.
 AJ4003
 AJ4003.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ4003;SPC MN C     -   231,936.518   835,583.499   MT  0.99992538   +0 20 00.4
 AJ4003;UTM  15      - 5,115,030.216   439,106.859   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  =   0.99986806
 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  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: 15TVM3910715030(NAD 83)
 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 = OCTOBER  6, 2006
 AJ4004 ***********************************************************************
 AJ4004  DESIGNATION -  4814 E 4
 AJ4004  PID         -  AJ4004
 AJ4004  STATE/COUNTY-  MN/MILLE LACS
 AJ4004  USGS QUAD   -  VINELAND (1968)
 AJ4004
 AJ4004                         *CURRENT SURVEY CONTROL
 AJ4004  ___________________________________________________________________
 AJ4004* NAD 83(1996)-  46 11 52.52298(N)    093 47 16.11024(W)     ADJUSTED  
 AJ4004* NAVD 88     -       403.639  (meters)    1324.27   (feet)  ADJUSTED  
 AJ4004  ___________________________________________________________________
 AJ4004  X           -    -292,172.478 (meters)                     COMP
 AJ4004  Y           -  -4,413,067.736 (meters)                     COMP
 AJ4004  Z           -   4,580,774.205 (meters)                     COMP
 AJ4004  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 AJ4004  ELLIP HEIGHT-         376.44  (meters)          (05/10/02) GPS OBS
 AJ4004  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AJ4004  DYNAMIC HT  -         403.649 (meters)    1324.31  (feet)  COMP
 AJ4004  MODELED GRAV-     980,626.9   (mgal)                       NAVD 88
 AJ4004
 AJ4004  HORZ ORDER  -  FIRST
 AJ4004  VERT ORDER  -  SECOND    CLASS I
 AJ4004  ELLP ORDER  -  THIRD     CLASS II
 AJ4004
 AJ4004.The horizontal coordinates were established by GPS observations
 AJ4004.and adjusted by the MN DEPT OF TRANSP in May 2002..
 AJ4004
 AJ4004.The orthometric height was determined by differential leveling
 AJ4004.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ4004
 AJ4004.The ellipsoidal height was determined by GPS observations
 AJ4004.and is referenced to NAD 83.
 AJ4004
 AJ4004.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ4004;SPC MN C     -   233,248.322   835,672.132   MT  0.99992487   +0 20 03.6
 AJ4004;UTM  15      - 5,116,340.094   439,216.121   MT  0.99964542   -0 34 07.0
 AJ4004
 AJ4004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4004!SPC MN C     -   0.99994099  x   0.99992487  =   0.99986587
 AJ4004!UTM  15      -   0.99994099  x   0.99964542  =   0.99958643
 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  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_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 = OCTOBER  6, 2006
 AJ3994 ***********************************************************************
 AJ3994  DESIGNATION -  4814 E 5
 AJ3994  PID         -  AJ3994
 AJ3994  STATE/COUNTY-  MN/MILLE LACS
 AJ3994  USGS QUAD   -  VINELAND (1968)
 AJ3994
 AJ3994                         *CURRENT SURVEY CONTROL
 AJ3994  ___________________________________________________________________
 AJ3994* NAD 83(1996)-  46 09 27.21610(N)    093 46 04.03807(W)     ADJUSTED  
 AJ3994* NAVD 88     -       383.383  (meters)    1257.82   (feet)  ADJUSTED  
 AJ3994  ___________________________________________________________________
 AJ3994  X           -    -290,842.269 (meters)                     COMP
 AJ3994  Y           -  -4,416,385.763 (meters)                     COMP
 AJ3994  Z           -   4,577,652.836 (meters)                     COMP
 AJ3994  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 AJ3994  ELLIP HEIGHT-         356.20  (meters)          (05/10/02) GPS OBS
 AJ3994  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AJ3994  DYNAMIC HT  -         383.390 (meters)    1257.84  (feet)  COMP
 AJ3994  MODELED GRAV-     980,622.2   (mgal)                       NAVD 88
 AJ3994
 AJ3994  HORZ ORDER  -  FIRST
 AJ3994  VERT ORDER  -  SECOND    CLASS I
 AJ3994  ELLP ORDER  -  THIRD     CLASS II
 AJ3994
 AJ3994.The horizontal coordinates were established by GPS observations
 AJ3994.and adjusted by the MN DEPT OF TRANSP in May 2002..
 AJ3994
 AJ3994.The orthometric height was determined by differential leveling
 AJ3994.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AJ3994
 AJ3994.The ellipsoidal height was determined by GPS observations
 AJ3994.and is referenced to NAD 83.
 AJ3994
 AJ3994.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AJ3994;SPC MN C     -   228,771.407   837,244.581   MT  0.99992679   +0 20 55.8
 AJ3994;UTM  15      - 5,111,840.226   440,717.415   MT  0.99964320   -0 33 13.6
 AJ3994
 AJ3994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3994!SPC MN C     -   0.99994416  x   0.99992679  =   0.99987096
 AJ3994!UTM  15      -   0.99994416  x   0.99964320  =   0.99958738
 AJ3994
 AJ3994                          SUPERSEDED SURVEY CONTROL
 AJ3994
 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_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 = OCTOBER  6, 2006
 RN1716 ***********************************************************************
 RN1716  DESIGNATION -  4814 J
 RN1716  PID         -  RN1716
 RN1716  STATE/COUNTY-  MN/MILLE LACS
 RN1716  USGS QUAD   -  ONAMIA NW (1968)
 RN1716
 RN1716                         *CURRENT SURVEY CONTROL
 RN1716  ___________________________________________________________________
 RN1716* NAD 83(1986)-  46 09 08.     (N)    093 44 36.     (W)     SCALED    
 RN1716* NAVD 88     -       383.322  (meters)    1257.62   (feet)  ADJUSTED  
 RN1716  ___________________________________________________________________
 RN1716  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 RN1716  DYNAMIC HT  -         383.329 (meters)    1257.64  (feet)  COMP
 RN1716  MODELED GRAV-     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
 RN1716.and adjusted by the National Geodetic Survey in June 1991..
 RN1716
 RN1716.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN1721 ***********************************************************************
 RN1721  DESIGNATION -  4814 K
 RN1721  PID         -  RN1721
 RN1721  STATE/COUNTY-  MN/MILLE LACS
 RN1721  USGS QUAD   -  VINELAND (1968)
 RN1721
 RN1721                         *CURRENT SURVEY CONTROL
 RN1721  ___________________________________________________________________
 RN1721* NAD 83(1986)-  46 11 14.     (N)    093 45 21.     (W)     SCALED    
 RN1721* NAVD 88     -       383.622  (meters)    1258.60   (feet)  ADJUSTED  
 RN1721  ___________________________________________________________________
 RN1721  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 RN1721  DYNAMIC HT  -         383.630 (meters)    1258.63  (feet)  COMP
 RN1721  MODELED GRAV-     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
 RN1721.and adjusted by the National Geodetic Survey in June 1991..
 RN1721
 RN1721.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN1726 ***********************************************************************
 RN1726  DESIGNATION -  4814 L
 RN1726  PID         -  RN1726
 RN1726  STATE/COUNTY-  MN/MILLE LACS
 RN1726  USGS QUAD   -  VINELAND (1968)
 RN1726
 RN1726                         *CURRENT SURVEY CONTROL
 RN1726  ___________________________________________________________________
 RN1726* NAD 83(1986)-  46 12 22.     (N)    093 47 05.     (W)     SCALED    
 RN1726* NAVD 88     -       384.778  (meters)    1262.39   (feet)  ADJUSTED  
 RN1726  ___________________________________________________________________
 RN1726  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 RN1726  DYNAMIC HT  -         384.787 (meters)    1262.42  (feet)  COMP
 RN1726  MODELED GRAV-     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
 RN1726.and adjusted by the National Geodetic Survey in June 1991..
 RN1726
 RN1726.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RN1709 ***********************************************************************
 RN1709  DESIGNATION -  4814 M
 RN1709  PID         -  RN1709
 RN1709  STATE/COUNTY-  MN/MILLE LACS
 RN1709  USGS QUAD   -  ONAMIA NW (1968)
 RN1709
 RN1709                         *CURRENT SURVEY CONTROL
 RN1709  ___________________________________________________________________
 RN1709* NAD 83(1996)-  46 08 04.88215(N)    093 41 30.36202(W)     ADJUSTED  
 RN1709* NAVD 88     -       384.251  (meters)    1260.66   (feet)  ADJUSTED  
 RN1709  ___________________________________________________________________
 RN1709  X           -    -285,100.351 (meters)                     COMP
 RN1709  Y           -  -4,418,597.822 (meters)                     COMP
 RN1709  Z           -   4,575,892.082 (meters)                     COMP
 RN1709  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 RN1709  ELLIP HEIGHT-         357.04  (meters)          (05/10/02) GPS OBS
 RN1709  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 RN1709  DYNAMIC HT  -         384.258 (meters)    1260.69  (feet)  COMP
 RN1709  MODELED GRAV-     980,619.8   (mgal)                       NAVD 88
 RN1709
 RN1709  HORZ ORDER  -  FIRST
 RN1709  VERT ORDER  -  SECOND    CLASS I
 RN1709  ELLP ORDER  -  THIRD     CLASS II
 RN1709
 RN1709.The horizontal coordinates were established by GPS observations
 RN1709.and adjusted by the MN DEPT OF TRANSP in May 2002..
 RN1709
 RN1709.The orthometric height was determined by differential leveling
 RN1709.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 RN1709
 RN1709.The ellipsoidal height was determined by GPS observations
 RN1709.and is referenced to NAD 83.
 RN1709
 RN1709.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RN1709;SPC MN C     -   226,268.064   843,134.049   MT  0.99992810   +0 24 13.7
 RN1709;UTM  15      - 5,109,245.169   446,565.032   MT  0.99963510   -0 29 55.5
 RN1709
 RN1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1709!SPC MN C     -   0.99994403  x   0.99992810  =   0.99987214
 RN1709!UTM  15      -   0.99994403  x   0.99963510  =   0.99957915
 RN1709
 RN1709                          SUPERSEDED SURVEY CONTROL
 RN1709
 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_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 = OCTOBER  6, 2006
 RN1706 ***********************************************************************
 RN1706  DESIGNATION -  4814 N
 RN1706  PID         -  RN1706
 RN1706  STATE/COUNTY-  MN/MILLE LACS
 RN1706  USGS QUAD   -  ONAMIA (1968)
 RN1706
 RN1706                         *CURRENT SURVEY CONTROL
 RN1706  ___________________________________________________________________
 RN1706* NAD 83(1986)-  46 07 21.     (N)    093 39 42.     (W)     SCALED    
 RN1706* NAVD 88     -       384.766  (meters)    1262.35   (feet)  ADJUSTED  
 RN1706  ___________________________________________________________________
 RN1706  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 RN1706  DYNAMIC HT  -         384.773 (meters)    1262.38  (feet)  COMP
 RN1706  MODELED GRAV-     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
 RN1706.and adjusted by the National Geodetic Survey in June 1991..
 RN1706
 RN1706.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG6943 ***********************************************************************
 DG6943  DESIGNATION -  4815 A
 DG6943  PID         -  DG6943
 DG6943  STATE/COUNTY-  MN/MILLE LACS
 DG6943  USGS QUAD   -  ISLE SW (1968)
 DG6943
 DG6943                         *CURRENT SURVEY CONTROL
 DG6943  ___________________________________________________________________
 DG6943* NAD 83(1986)-  46 07 28.     (N)    093 26 48.     (W)     SCALED    
 DG6943* NAVD 88     -       390.727  (meters)    1281.91   (feet)  ADJUSTED  
 DG6943  ___________________________________________________________________
 DG6943  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DG6943  DYNAMIC HT  -         390.733 (meters)    1281.93  (feet)  COMP
 DG6943  MODELED GRAV-     980,618.8   (mgal)                       NAVD 88
 DG6943
 DG6943  VERT ORDER  -  SECOND    CLASS I
 DG6943
 DG6943.The horizontal coordinates were scaled from a topographic map and have
 DG6943.an estimated accuracy of +/- 6 seconds.
 DG6943
 DG6943.The orthometric height was determined by differential leveling
 DG6943.and adjusted by the National Geodetic Survey in December 2004..
 DG6943
 DG6943.The geoid height was determined by GEOID03.
 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     -   225,290.      862,080.      MT  (+/- 180 meters Scaled)
 DG6943
 DG6943                          SUPERSEDED SURVEY CONTROL
 DG6943
 DG6943.No superseded survey control is available for this station.
 DG6943
 DG6943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM654079(NAD 83)
 DG6943_MARKER: DB = BENCH MARK DISK
 DG6943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 AH8591 ***********************************************************************
 AH8591  DESIGNATION -  4815 B
 AH8591  PID         -  AH8591
 AH8591  STATE/COUNTY-  MN/MILLE LACS
 AH8591  USGS QUAD   -  ISLE (1968)
 AH8591
 AH8591                         *CURRENT SURVEY CONTROL
 AH8591  ___________________________________________________________________
 AH8591* NAD 83(1996)-  46 08 28.63795(N)    093 27 40.38348(W)     ADJUSTED  
 AH8591* NAVD 88     -       385.208  (meters)    1263.80   (feet)  ADJUSTED  
 AH8591  ___________________________________________________________________
 AH8591  X           -    -267,286.423 (meters)                     COMP
 AH8591  Y           -  -4,419,181.912 (meters)                     COMP
 AH8591  Z           -   4,576,400.967 (meters)                     COMP
 AH8591  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AH8591  ELLIP HEIGHT-         357.88  (meters)          (03/21/03) GPS OBS
 AH8591  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AH8591  DYNAMIC HT  -         385.215 (meters)    1263.83  (feet)  COMP
 AH8591  MODELED GRAV-     980,620.0   (mgal)                       NAVD 88
 AH8591
 AH8591  HORZ ORDER  -  FIRST
 AH8591  VERT ORDER  -  SECOND    CLASS I
 AH8591  ELLP ORDER  -  THIRD     CLASS II
 AH8591
 AH8591.The horizontal coordinates were established by GPS observations
 AH8591.and adjusted by the MN DEPT OF TRANSP in March 2003..
 AH8591
 AH8591.The orthometric height was determined by differential leveling
 AH8591.and adjusted by the National Geodetic Survey in August 2004..
 AH8591
 AH8591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8591
 AH8591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8591
 AH8591.The ellipsoidal height was determined by GPS observations
 AH8591.and is referenced to NAD 83.
 AH8591
 AH8591.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH8591;SPC MN C     -   227,152.942   860,940.563   MT  0.99992771   +0 34 14.1
 AH8591;UTM  15      - 5,109,849.170   464,377.876   MT  0.99961560   -0 19 57.2
 AH8591
 AH8591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8591!SPC MN C     -   0.99994390  x   0.99992771  =   0.99987161
 AH8591!UTM  15      -   0.99994390  x   0.99961560  =   0.99955952
 AH8591
 AH8591                          SUPERSEDED SURVEY CONTROL
 AH8591
 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: 15TVM6437809849(NAD 83)
 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 - October 31, 2001
 AH8591_ROD/PIPE-DEPTH:  8.2 meters
 AH8591
 AH8591  HISTORY     - Date     Condition        Report By
 AH8591  HISTORY     - 1995     MONUMENTED       MNDT
 AH8591  HISTORY     - 20001031 GOOD             MNDT
 AH8591  HISTORY     - 20011031 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5938 ***********************************************************************
 DF5938  DESIGNATION -  49
 DF5938  PID         -  DF5938
 DF5938  STATE/COUNTY-  MN/PINE
 DF5938  USGS QUAD   -  SANDSTONE NORTH (1981)
 DF5938
 DF5938                         *CURRENT SURVEY CONTROL
 DF5938  ___________________________________________________________________
 DF5938* NAD 83(1996)-  46 07 32.24689(N)    092 52 11.45542(W)     ADJUSTED  
 DF5938* NAVD 88     -       326.3    (meters)    1071.     (feet)  GPS OBS   
 DF5938  ___________________________________________________________________
 DF5938  X           -    -221,721.948 (meters)                     COMP
 DF5938  Y           -  -4,422,918.216 (meters)                     COMP
 DF5938  Z           -   4,575,151.845 (meters)                     COMP
 DF5938  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 DF5938  ELLIP HEIGHT-         298.95  (meters)          (05/27/03) GPS OBS
 DF5938  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 DF5938
 DF5938  HORZ ORDER  -  FIRST
 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 May 2003..
 DF5938
 DF5938.The orthometric height was determined by GPS observations and a
 DF5938.high-resolution geoid model.
 DF5938
 DF5938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5938
 DF5938.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5938
 DF5938.The ellipsoidal height was determined by GPS observations
 DF5938.and is referenced to NAD 83.
 DF5938
 DF5938.The geoid height was determined by GEOID03.
 DF5938
 DF5938;                    North         East     Units Scale Factor Converg.
 DF5938;SPC MN C     -   226,037.751   906,655.855   MT  0.99992866   +0 59 54.2
 DF5938;UTM  15      - 5,108,013.582   510,055.082   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  =   0.99988180
 DF5938!UTM  15      -   0.99995314  x   0.99960124  =   0.99955440
 DF5938
 DF5938                          SUPERSEDED SURVEY CONTROL
 DF5938
 DF5938.No superseded survey control is available for this station.
 DF5938
 DF5938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1005508014(NAD 83)
 DF5938_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5938_STAMPING: NO 49
 DF5938_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5938+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5938
 DF5938  HISTORY     - Date     Condition        Report By
 DF5938  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5412 ***********************************************************************
 DG5412  DESIGNATION -  49 DRL
 DG5412  PID         -  DG5412
 DG5412  STATE/COUNTY-  MN/TODD
 DG5412  USGS QUAD   -  LONG PRAIRIE (1977)
 DG5412
 DG5412                         *CURRENT SURVEY CONTROL
 DG5412  ___________________________________________________________________
 DG5412* NAD 83(1996)-  45 59 28.45364(N)    094 45 06.94041(W)     ADJUSTED  
 DG5412* NAVD 88     -       421.0    (meters)    1381.     (feet)  GPS OBS   
 DG5412  ___________________________________________________________________
 DG5412  X           -    -367,758.896 (meters)                     COMP
 DG5412  Y           -  -4,424,035.572 (meters)                     COMP
 DG5412  Z           -   4,564,854.531 (meters)                     COMP
 DG5412  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 DG5412  ELLIP HEIGHT-         394.37  (meters)          (05/07/04) GPS OBS
 DG5412  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DG5412
 DG5412  HORZ ORDER  -  FIRST
 DG5412  ELLP ORDER  -  FOURTH    CLASS I
 DG5412
 DG5412.The horizontal coordinates were established by GPS observations
 DG5412.and adjusted by the MN DEPT OF TRANSP in May 2004..
 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 DEFLEC99 derived deflections.
 DG5412
 DG5412.The ellipsoidal height was determined by GPS observations
 DG5412.and is referenced to NAD 83.
 DG5412
 DG5412.The geoid height was determined by GEOID03.
 DG5412
 DG5412;                    North         East     Units Scale Factor Converg.
 DG5412;SPC MN C     -   210,295.232   761,115.469   MT  0.99993992   -0 21 47.1
 DG5412;UTM  15      - 5,094,566.002   364,323.458   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  =   0.99987810
 DG5412!UTM  15      -   0.99993818  x   0.99982630  =   0.99976449
 DG5412
 DG5412                          SUPERSEDED SURVEY CONTROL
 DG5412
 DG5412.No superseded survey control is available for this station.
 DG5412
 DG5412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6432394566(NAD 83)
 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 = OCTOBER  6, 2006
 DF5940 ***********************************************************************
 DF5940  DESIGNATION -  49 RC
 DF5940  PID         -  DF5940
 DF5940  STATE/COUNTY-  MN/PINE
 DF5940  USGS QUAD   -  ASKOV LOOKOUT TOWER (1981)
 DF5940
 DF5940                         *CURRENT SURVEY CONTROL
 DF5940  ___________________________________________________________________
 DF5940* NAD 83(1996)-  46 10 59.13959(N)    092 44 27.63938(W)     ADJUSTED  
 DF5940* NAVD 88     -       347.9    (meters)    1141.     (feet)  GPS OBS   
 DF5940  ___________________________________________________________________
 DF5940  X           -    -211,556.218 (meters)                     COMP
 DF5940  Y           -  -4,418,818.545 (meters)                     COMP
 DF5940  Z           -   4,579,592.835 (meters)                     COMP
 DF5940  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 DF5940  ELLIP HEIGHT-         320.65  (meters)          (05/27/03) GPS OBS
 DF5940  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DF5940
 DF5940  HORZ ORDER  -  FIRST
 DF5940  ELLP ORDER  -  THIRD     CLASS I
 DF5940
 DF5940.The horizontal coordinates were established by GPS observations
 DF5940.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5940
 DF5940.The orthometric height was determined by GPS observations and a
 DF5940.high-resolution geoid model.
 DF5940
 DF5940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5940
 DF5940.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5940
 DF5940.The ellipsoidal height was determined by GPS observations
 DF5940.and is referenced to NAD 83.
 DF5940
 DF5940.The geoid height was determined by GEOID03.
 DF5940
 DF5940;                    North         East     Units Scale Factor Converg.
 DF5940;SPC MN C     -   232,605.774   916,489.390   MT  0.99992552   +1 05 29.7
 DF5940;UTM  15      - 5,114,423.451   519,987.870   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  =   0.99987526
 DF5940!UTM  15      -   0.99994974  x   0.99960491  =   0.99955467
 DF5940
 DF5940                          SUPERSEDED SURVEY CONTROL
 DF5940
 DF5940.No superseded survey control is available for this station.
 DF5940
 DF5940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1998814423(NAD 83)
 DF5940_MARKER: DB = BENCH MARK DISK
 DF5940_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF5940_STAMPING: 1141 49 RC 1954 TT
 DF5940_MARK LOGO: USGS  
 DF5940_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5940+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2000
 DF5940
 DF5940  HISTORY     - Date     Condition        Report By
 DF5940  HISTORY     - 1954     MONUMENTED       USGS
 DF5940  HISTORY     - 20000412 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0140 ***********************************************************************
 OO0140  DESIGNATION -  49 RDS
 OO0140  PID         -  OO0140
 OO0140  STATE/COUNTY-  MN/OLMSTED
 OO0140  USGS QUAD   -  MARION (1974)
 OO0140
 OO0140                         *CURRENT SURVEY CONTROL
 OO0140  ___________________________________________________________________
 OO0140* NAD 83(1986)-  43 56 56.     (N)    092 20 18.     (W)     SCALED    
 OO0140* NAVD 88     -       358.226  (meters)    1175.28   (feet)  ADJUSTED  
 OO0140  ___________________________________________________________________
 OO0140  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 OO0140  DYNAMIC HT  -         358.158 (meters)    1175.06  (feet)  COMP
 OO0140  MODELED GRAV-     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
 OO0140.and adjusted by the National Geodetic Survey in June 1991..
 OO0140
 OO0140.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1142 ***********************************************************************
 PQ1142  DESIGNATION -  49 T
 PQ1142  PID         -  PQ1142
 PQ1142  STATE/COUNTY-  MN/LYON
 PQ1142  USGS QUAD   -  GREEN VALLEY (1967)
 PQ1142
 PQ1142                         *CURRENT SURVEY CONTROL
 PQ1142  ___________________________________________________________________
 PQ1142* NAD 83(1996)-  44 30 02.86303(N)    095 47 49.43020(W)     ADJUSTED  
 PQ1142* NAVD 88     -       344.00   (+/-2cm)    1128.6    (feet)  VERTCON   
 PQ1142  ___________________________________________________________________
 PQ1142  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 PQ1142  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 PQ1142
 PQ1142  HORZ ORDER  -  THIRD
 PQ1142  VERT ORDER  -  THIRD ? (See Below)
 PQ1142
 PQ1142.The horizontal coordinates were established by classical geodetic methods
 PQ1142.and adjusted by the National Geodetic Survey in March 1999..
 PQ1142
 PQ1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1142.The vertical order pertains to the NGVD 29 superseded value.
 PQ1142
 PQ1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1142
 PQ1142.The geoid height was determined by GEOID03.
 PQ1142
 PQ1142;                    North         East     Units Scale Factor Converg.
 PQ1142;SPC MN S     -   268,326.123   657,104.888   MT  0.99992204   -1 15 34.6
 PQ1142;UTM  15      - 4,931,303.330   277,641.071   MT  1.00020808   -1 57 40.7
 PQ1142
 PQ1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1142!SPC MN S     -   0.99995029  x   0.99992204  =   0.99987233
 PQ1142!UTM  15      -   0.99995029  x   1.00020808  =   1.00015836
 PQ1142
 PQ1142                          SUPERSEDED SURVEY CONTROL
 PQ1142
 PQ1142  NAD 83(1996)-  44 30 02.85705(N)    095 47 49.42546(W) AD(       ) 3
 PQ1142  NAD 83(1986)-  44 30 02.85674(N)    095 47 49.41886(W) AD(       ) 3
 PQ1142  NAD 27      -  44 30 02.99682(N)    095 47 48.33165(W) AD(       ) 3
 PQ1142  NGVD 29 (07/19/86)  343.81   (m)         1128.0    (f) LEVELING    3  
 PQ1142
 PQ1142.Superseded values are not recommended for survey control.
 PQ1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1142.See file dsdata.txt to determine how the superseded data were derived.
 PQ1142
 PQ1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7764131303(NAD 83)
 PQ1142_MARKER: DB = BENCH MARK DISK
 PQ1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1142_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1142+STABILITY: SURFACE MOTION
 PQ1142
 PQ1142  HISTORY     - Date     Condition        Report By
 PQ1142  HISTORY     - 1960     MONUMENTED       USGS
 PQ1142
 PQ1142                          STATION DESCRIPTION
 PQ1142
 PQ1142'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1142'MARSHALL,3.5 MILE N OF. 195 FT S,75 FT W AND 1.6 FT LOWER THAN U.S.
 PQ1142'HWY 59 AT E-W TRACK ROAD,1 FT E OF N-S FENCE. IN A CONCRETE POST A
 PQ1142'STANDARD TABLET STAMPED---49 T 1960 1128 ET---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0118 ***********************************************************************
 QP0118  DESIGNATION -  4901 H
 QP0118  PID         -  QP0118
 QP0118  STATE/COUNTY-  MN/MORRISON
 QP0118  USGS QUAD   -  LITTLE FALLS EAST (1978)
 QP0118
 QP0118                         *CURRENT SURVEY CONTROL
 QP0118  ___________________________________________________________________
 QP0118* NAD 83(1986)-  45 56 30.     (N)    094 21 20.     (W)     SCALED    
 QP0118* NAVD 88     -       346.565  (meters)    1137.02   (feet)  ADJUSTED  
 QP0118  ___________________________________________________________________
 QP0118  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 QP0118  DYNAMIC HT  -         346.572 (meters)    1137.05  (feet)  COMP
 QP0118  MODELED GRAV-     980,626.7   (mgal)                       NAVD 88
 QP0118
 QP0118  VERT ORDER  -  FIRST     CLASS I
 QP0118
 QP0118.The horizontal coordinates were scaled from a topographic map and have
 QP0118.an estimated accuracy of +/- 6 seconds.
 QP0118
 QP0118.The orthometric height was determined by differential leveling
 QP0118.and adjusted by the National Geodetic Survey in June 1991..
 QP0118
 QP0118.The geoid height was determined by GEOID03.
 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     -   204,670.      791,820.      MT  (+/- 180 meters Scaled)
 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: 15TUL949884(NAD 83)
 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: MNDT  
 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 - October 19, 2000
 QP0118
 QP0118  HISTORY     - Date     Condition        Report By
 QP0118  HISTORY     - 1973     MONUMENTED       MNDT
 QP0118  HISTORY     - 1976     GOOD             NGS
 QP0118  HISTORY     - 19930805 GOOD             MNDT
 QP0118  HISTORY     - 20001019 GOOD             MNDT
 QP0118
 QP0118                          STATION DESCRIPTION
 QP0118
 QP0118'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0119 ***********************************************************************
 QP0119  DESIGNATION -  4901 J
 QP0119  PID         -  QP0119
 QP0119  STATE/COUNTY-  MN/MORRISON
 QP0119  USGS QUAD   -  LITTLE FALLS EAST (1978)
 QP0119
 QP0119                         *CURRENT SURVEY CONTROL
 QP0119  ___________________________________________________________________
 QP0119* NAD 83(1996)-  45 57 20.36009(N)    094 21 44.92955(W)     ADJUSTED  
 QP0119* NAVD 88     -       338.458  (meters)    1110.42   (feet)  ADJUSTED  
 QP0119  ___________________________________________________________________
 QP0119  X           -    -337,891.799 (meters)                     COMP
 QP0119  Y           -  -4,429,211.481 (meters)                     COMP
 QP0119  Z           -   4,562,046.440 (meters)                     COMP
 QP0119  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 QP0119  ELLIP HEIGHT-         311.89  (meters)          (07/29/03) GPS OBS
 QP0119  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 QP0119  DYNAMIC HT  -         338.466 (meters)    1110.45  (feet)  COMP
 QP0119  MODELED GRAV-     980,627.9   (mgal)                       NAVD 88
 QP0119
 QP0119  HORZ ORDER  -  FIRST
 QP0119  VERT ORDER  -  FIRST     CLASS I
 QP0119  ELLP ORDER  -  FOURTH    CLASS I
 QP0119
 QP0119.The horizontal coordinates were established by GPS observations
 QP0119.and adjusted by the MN DEPT OF TRANSP in July 2003..
 QP0119
 QP0119.The orthometric height was determined by differential leveling
 QP0119.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 QP0119
 QP0119.The ellipsoidal height was determined by GPS observations
 QP0119.and is referenced to NAD 83.
 QP0119
 QP0119.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 QP0119;SPC MN C     -   206,223.529   791,280.430   MT  0.99994381   -0 04 52.9
 QP0119;UTM  15      - 5,090,022.996   394,416.057   MT  0.99973705   -0 58 46.0
 QP0119
 QP0119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0119!SPC MN C     -   0.99995111  x   0.99994381  =   0.99989492
 QP0119!UTM  15      -   0.99995111  x   0.99973705  =   0.99968817
 QP0119
 QP0119                          SUPERSEDED SURVEY CONTROL
 QP0119
 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_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 = OCTOBER  6, 2006
 QP0122 ***********************************************************************
 QP0122  DESIGNATION -  4901 K
 QP0122  PID         -  QP0122
 QP0122  STATE/COUNTY-  MN/MORRISON
 QP0122  USGS QUAD   -  LITTLE FALLS EAST (1978)
 QP0122
 QP0122                         *CURRENT SURVEY CONTROL
 QP0122  ___________________________________________________________________
 QP0122* NAD 83(1986)-  45 57 47.     (N)    094 21 19.     (W)     SCALED    
 QP0122* NAVD 88     -       347.866  (meters)    1141.29   (feet)  ADJUSTED  
 QP0122  ___________________________________________________________________
 QP0122  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 QP0122  DYNAMIC HT  -         347.874 (meters)    1141.32  (feet)  COMP
 QP0122  MODELED GRAV-     980,628.9   (mgal)                       NAVD 88
 QP0122
 QP0122  VERT ORDER  -  SECOND    CLASS 0
 QP0122
 QP0122.The horizontal coordinates were scaled from a topographic map and have
 QP0122.an estimated accuracy of +/- 6 seconds.
 QP0122
 QP0122.The orthometric height was determined by differential leveling
 QP0122.and adjusted by the National Geodetic Survey in June 1991..
 QP0122
 QP0122.The geoid height was determined by GEOID03.
 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     -   207,050.      791,840.      MT  (+/- 180 meters Scaled)
 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: 15TUL949908(NAD 83)
 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: MNDT  
 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 SUITABLE FOR
 QP0122+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2004
 QP0122
 QP0122  HISTORY     - Date     Condition        Report By
 QP0122  HISTORY     - 1973     MONUMENTED       MNDT
 QP0122  HISTORY     - 19930805 GOOD             MNDT
 QP0122  HISTORY     - 20001019 GOOD             MNDT
 QP0122  HISTORY     - 20040921 GOOD             USPSQD
 QP0122
 QP0122                          STATION DESCRIPTION
 QP0122
 QP0122'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0126 ***********************************************************************
 QP0126  DESIGNATION -  4901 M
 QP0126  PID         -  QP0126
 QP0126  STATE/COUNTY-  MN/MORRISON
 QP0126  USGS QUAD   -  LITTLE FALLS EAST (1978)
 QP0126
 QP0126                         *CURRENT SURVEY CONTROL
 QP0126  ___________________________________________________________________
 QP0126* NAD 83(1986)-  45 59 48.     (N)    094 20 31.     (W)     SCALED    
 QP0126* NAVD 88     -       354.542  (meters)    1163.19   (feet)  ADJUSTED  
 QP0126  ___________________________________________________________________
 QP0126  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 QP0126  DYNAMIC HT  -         354.552 (meters)    1163.23  (feet)  COMP
 QP0126  MODELED GRAV-     980,632.2   (mgal)                       NAVD 88
 QP0126
 QP0126  VERT ORDER  -  SECOND    CLASS 0
 QP0126
 QP0126.The horizontal coordinates were scaled from a topographic map and have
 QP0126.an estimated accuracy of +/- 6 seconds.
 QP0126
 QP0126.The orthometric height was determined by differential leveling
 QP0126.and adjusted by the National Geodetic Survey in June 1991..
 QP0126
 QP0126.The geoid height was determined by GEOID03.
 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     -   210,780.      792,880.      MT  (+/- 180 meters Scaled)
 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: 15TUL960945(NAD 83)
 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: MNDT  
 QP0126_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0126+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2004
 QP0126
 QP0126  HISTORY     - Date     Condition        Report By
 QP0126  HISTORY     - 1973     MONUMENTED       MNDT
 QP0126  HISTORY     - 20001019 GOOD             MNDT
 QP0126  HISTORY     - 20040921 GOOD             USPSQD
 QP0126
 QP0126                          STATION DESCRIPTION
 QP0126
 QP0126'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8259 ***********************************************************************
 AH8259  DESIGNATION -  4901 N
 AH8259  PID         -  AH8259
 AH8259  STATE/COUNTY-  MN/MORRISON
 AH8259  USGS QUAD   -  LITTLE FALLS EAST (1978)
 AH8259
 AH8259                         *CURRENT SURVEY CONTROL
 AH8259  ___________________________________________________________________
 AH8259* NAD 83(1986)-  45 58 31.     (N)    094 20 24.     (W)     SCALED    
 AH8259* NAVD 88     -       362.746  (meters)    1190.11   (feet)  ADJUSTED  
 AH8259  ___________________________________________________________________
 AH8259  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AH8259  DYNAMIC HT  -         362.755 (meters)    1190.14  (feet)  COMP
 AH8259  MODELED GRAV-     980,630.4   (mgal)                       NAVD 88
 AH8259
 AH8259  VERT ORDER  -  SECOND    CLASS I
 AH8259
 AH8259.The horizontal coordinates were scaled from a topographic map and have
 AH8259.an estimated accuracy of +/- 6 seconds.
 AH8259
 AH8259.The orthometric height was determined by differential leveling
 AH8259.and adjusted by the National Geodetic Survey in August 2004..
 AH8259
 AH8259.The geoid height was determined by GEOID03.
 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     -   208,400.      793,030.      MT  (+/- 180 meters Scaled)
 AH8259
 AH8259                          SUPERSEDED SURVEY CONTROL
 AH8259
 AH8259.No superseded survey control is available for this station.
 AH8259
 AH8259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL961921(NAD 83)
 AH8259_MARKER: DV = VERTICAL CONTROL 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: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8259+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2005
 AH8259
 AH8259  HISTORY     - Date     Condition        Report By
 AH8259  HISTORY     - 1993     MONUMENTED       MNDT
 AH8259  HISTORY     - 20050614 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 (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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0230 ***********************************************************************
 RO0230  DESIGNATION -  4902 A 1
 RO0230  PID         -  RO0230
 RO0230  STATE/COUNTY-  MN/MORRISON
 RO0230  USGS QUAD   -  RANDALL EAST (1989)
 RO0230
 RO0230                         *CURRENT SURVEY CONTROL
 RO0230  ___________________________________________________________________
 RO0230* NAD 83(1986)-  46 05 12.     (N)    094 29 55.     (W)     SCALED    
 RO0230* NAVD 88     -       356.717  (meters)    1170.33   (feet)  ADJUSTED  
 RO0230  ___________________________________________________________________
 RO0230  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 RO0230  DYNAMIC HT  -         356.726 (meters)    1170.36  (feet)  COMP
 RO0230  MODELED GRAV-     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
 RO0230.and adjusted by the National Geodetic Survey in June 1991..
 RO0230
 RO0230.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0232 ***********************************************************************
 RO0232  DESIGNATION -  4902 B
 RO0232  PID         -  RO0232
 RO0232  STATE/COUNTY-  MN/MORRISON
 RO0232  USGS QUAD   -  RANDALL EAST (1989)
 RO0232
 RO0232                         *CURRENT SURVEY CONTROL
 RO0232  ___________________________________________________________________
 RO0232* NAD 83(1996)-  46 04 46.77491(N)    094 29 29.00947(W)     ADJUSTED  
 RO0232* NAVD 88     -       362.247  (meters)    1188.47   (feet)  ADJUSTED  
 RO0232  ___________________________________________________________________
 RO0232  X           -    -347,080.914 (meters)                     COMP
 RO0232  Y           -  -4,418,568.617 (meters)                     COMP
 RO0232  Z           -   4,571,635.596 (meters)                     COMP
 RO0232  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 RO0232  ELLIP HEIGHT-         335.61  (meters)          (07/29/03) GPS OBS
 RO0232  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 RO0232  DYNAMIC HT  -         362.257 (meters)    1188.50  (feet)  COMP
 RO0232  MODELED GRAV-     980,630.0   (mgal)                       NAVD 88
 RO0232
 RO0232  HORZ ORDER  -  FIRST
 RO0232  VERT ORDER  -  SECOND    CLASS 0
 RO0232  ELLP ORDER  -  FOURTH    CLASS I
 RO0232
 RO0232.The horizontal coordinates were established by GPS observations
 RO0232.and adjusted by the MN DEPT OF TRANSP in July 2003..
 RO0232
 RO0232.The orthometric height was determined by differential leveling
 RO0232.and adjusted by the National Geodetic Survey in June 1991..
 RO0232
 RO0232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0232
 RO0232.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0232
 RO0232.The ellipsoidal height was determined by GPS observations
 RO0232.and is referenced to NAD 83.
 RO0232
 RO0232.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RO0232;SPC MN C     -   220,028.191   781,329.169   MT  0.99993190   -0 10 28.6
 RO0232;UTM  15      - 5,103,979.457   384,684.411   MT  0.99976347   -1 04 27.7
 RO0232
 RO0232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0232!SPC MN C     -   0.99994739  x   0.99993190  =   0.99987929
 RO0232!UTM  15      -   0.99994739  x   0.99976347  =   0.99971087
 RO0232
 RO0232                          SUPERSEDED SURVEY CONTROL
 RO0232
 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_MARKER: DD = SURVEY DISK
 RO0232_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0232_STAMPING: 4902 B 1973
 RO0232_MARK LOGO: MNHD  
 RO0232_PROJECTION: FLUSH
 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     - 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 (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 = OCTOBER  6, 2006
 RO0234 ***********************************************************************
 RO0234  DESIGNATION -  4902 D
 RO0234  PID         -  RO0234
 RO0234  STATE/COUNTY-  MN/MORRISON
 RO0234  USGS QUAD   -  RANDALL EAST (1989)
 RO0234
 RO0234                         *CURRENT SURVEY CONTROL
 RO0234  ___________________________________________________________________
 RO0234* NAD 83(1996)-  46 03 38.46419(N)    094 28 08.93578(W)     ADJUSTED  
 RO0234* NAVD 88     -       365.345  (meters)    1198.64   (feet)  ADJUSTED  
 RO0234  ___________________________________________________________________
 RO0234  X           -    -345,484.104 (meters)                     COMP
 RO0234  Y           -  -4,420,219.670 (meters)                     COMP
 RO0234  Z           -   4,570,174.533 (meters)                     COMP
 RO0234  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 RO0234  ELLIP HEIGHT-         338.79  (meters)          (07/29/03) GPS OBS
 RO0234  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 RO0234  DYNAMIC HT  -         365.354 (meters)    1198.67  (feet)  COMP
 RO0234  MODELED GRAV-     980,630.3   (mgal)                       NAVD 88
 RO0234
 RO0234  HORZ ORDER  -  FIRST
 RO0234  VERT ORDER  -  SECOND    CLASS 0
 RO0234  ELLP ORDER  -  FOURTH    CLASS I
 RO0234
 RO0234.The horizontal coordinates were established by GPS observations
 RO0234.and adjusted by the MN DEPT OF TRANSP in July 2003..
 RO0234
 RO0234.The orthometric height was determined by differential leveling
 RO0234.and adjusted by the National Geodetic Survey in June 1991..
 RO0234
 RO0234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0234
 RO0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0234
 RO0234.The ellipsoidal height was determined by GPS observations
 RO0234.and is referenced to NAD 83.
 RO0234
 RO0234.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RO0234;SPC MN C     -   217,914.195   783,043.728   MT  0.99993342   -0 09 30.7
 RO0234;UTM  15      - 5,101,839.169   386,365.278   MT  0.99975874   -1 03 28.8
 RO0234
 RO0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0234!SPC MN C     -   0.99994689  x   0.99993342  =   0.99988032
 RO0234!UTM  15      -   0.99994689  x   0.99975874  =   0.99970564
 RO0234
 RO0234                          SUPERSEDED SURVEY CONTROL
 RO0234
 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_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 = OCTOBER  6, 2006
 RO0236 ***********************************************************************
 RO0236  DESIGNATION -  4902 F
 RO0236  PID         -  RO0236
 RO0236  STATE/COUNTY-  MN/MORRISON
 RO0236  USGS QUAD   -  RANDALL EAST (1989)
 RO0236
 RO0236                         *CURRENT SURVEY CONTROL
 RO0236  ___________________________________________________________________
 RO0236* NAD 83(1986)-  46 02 36.     (N)    094 26 31.     (W)     SCALED    
 RO0236* NAVD 88     -       357.886  (meters)    1174.16   (feet)  ADJUSTED  
 RO0236  ___________________________________________________________________
 RO0236  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 RO0236  DYNAMIC HT  -         357.895 (meters)    1174.19  (feet)  COMP
 RO0236  MODELED GRAV-     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
 RO0236.and adjusted by the National Geodetic Survey in June 1991..
 RO0236
 RO0236.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0237 ***********************************************************************
 RO0237  DESIGNATION -  4902 G
 RO0237  PID         -  RO0237
 RO0237  STATE/COUNTY-  MN/MORRISON
 RO0237  USGS QUAD   -  RANDALL EAST (1989)
 RO0237
 RO0237                         *CURRENT SURVEY CONTROL
 RO0237  ___________________________________________________________________
 RO0237* NAD 83(1996)-  46 02 03.50006(N)    094 26 00.25139(W)     ADJUSTED  
 RO0237* NAVD 88     -       353.669  (meters)    1160.33   (feet)  ADJUSTED  
 RO0237  ___________________________________________________________________
 RO0237  X           -    -342,888.902 (meters)                     COMP
 RO0237  Y           -  -4,422,530.881 (meters)                     COMP
 RO0237  Z           -   4,568,130.946 (meters)                     COMP
 RO0237  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 RO0237  ELLIP HEIGHT-         327.07  (meters)          (07/29/03) GPS OBS
 RO0237  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 RO0237  DYNAMIC HT  -         353.678 (meters)    1160.36  (feet)  COMP
 RO0237  MODELED GRAV-     980,630.5   (mgal)                       NAVD 88
 RO0237
 RO0237  HORZ ORDER  -  FIRST
 RO0237  VERT ORDER  -  SECOND    CLASS 0
 RO0237  ELLP ORDER  -  FOURTH    CLASS I
 RO0237
 RO0237.The horizontal coordinates were established by GPS observations
 RO0237.and adjusted by the MN DEPT OF TRANSP in July 2003..
 RO0237
 RO0237.The orthometric height was determined by differential leveling
 RO0237.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 RO0237
 RO0237.The ellipsoidal height was determined by GPS observations
 RO0237.and is referenced to NAD 83.
 RO0237
 RO0237.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RO0237;SPC MN C     -   214,975.289   785,802.694   MT  0.99993572   -0 07 57.6
 RO0237;UTM  15      - 5,098,857.859   389,077.291   MT  0.99975125   -1 01 54.5
 RO0237
 RO0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0237!SPC MN C     -   0.99994873  x   0.99993572  =   0.99988445
 RO0237!UTM  15      -   0.99994873  x   0.99975125  =   0.99969999
 RO0237
 RO0237                          SUPERSEDED SURVEY CONTROL
 RO0237
 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: 15TUL8907798858(NAD 83)
 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 = OCTOBER  6, 2006
 RO0239 ***********************************************************************
 RO0239  DESIGNATION -  4902 J
 RO0239  PID         -  RO0239
 RO0239  STATE/COUNTY-  MN/MORRISON
 RO0239  USGS QUAD   -  RANDALL EAST (1989)
 RO0239
 RO0239                         *CURRENT SURVEY CONTROL
 RO0239  ___________________________________________________________________
 RO0239* NAD 83(1986)-  46 01 18.     (N)    094 24 55.     (W)     SCALED    
 RO0239* NAVD 88     -       350.709  (meters)    1150.62   (feet)  ADJUSTED  
 RO0239  ___________________________________________________________________
 RO0239  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 RO0239  DYNAMIC HT  -         350.718 (meters)    1150.65  (feet)  COMP
 RO0239  MODELED GRAV-     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
 RO0239.and adjusted by the National Geodetic Survey in June 1991..
 RO0239
 RO0239.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0240 ***********************************************************************
 RO0240  DESIGNATION -  4902 K
 RO0240  PID         -  RO0240
 RO0240  STATE/COUNTY-  MN/MORRISON
 RO0240  USGS QUAD   -  RANDALL EAST (1989)
 RO0240
 RO0240                         *CURRENT SURVEY CONTROL
 RO0240  ___________________________________________________________________
 RO0240* NAD 83(1986)-  46 00 54.     (N)    094 24 13.     (W)     SCALED    
 RO0240* NAVD 88     -       351.234  (meters)    1152.34   (feet)  ADJUSTED  
 RO0240  ___________________________________________________________________
 RO0240  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 RO0240  DYNAMIC HT  -         351.243 (meters)    1152.37  (feet)  COMP
 RO0240  MODELED GRAV-     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
 RO0240.and adjusted by the National Geodetic Survey in June 1991..
 RO0240
 RO0240.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0241 ***********************************************************************
 RO0241  DESIGNATION -  4902 L
 RO0241  PID         -  RO0241
 RO0241  STATE/COUNTY-  MN/MORRISON
 RO0241  USGS QUAD   -  RANDALL EAST (1989)
 RO0241
 RO0241                         *CURRENT SURVEY CONTROL
 RO0241  ___________________________________________________________________
 RO0241* NAD 83(1986)-  46 00 24.     (N)    094 23 37.     (W)     SCALED    
 RO0241* NAVD 88     -       346.047  (meters)    1135.32   (feet)  ADJUSTED  
 RO0241  ___________________________________________________________________
 RO0241  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 RO0241  DYNAMIC HT  -         346.056 (meters)    1135.35  (feet)  COMP
 RO0241  MODELED GRAV-     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
 RO0241.and adjusted by the National Geodetic Survey in June 1991..
 RO0241
 RO0241.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0243 ***********************************************************************
 RO0243  DESIGNATION -  4902 M
 RO0243  PID         -  RO0243
 RO0243  STATE/COUNTY-  MN/MORRISON
 RO0243  USGS QUAD   -  RANDALL EAST (1989)
 RO0243
 RO0243                         *CURRENT SURVEY CONTROL
 RO0243  ___________________________________________________________________
 RO0243* NAD 83(1986)-  46 00 00.     (N)    094 23 01.     (W)     SCALED    
 RO0243* NAVD 88     -       345.204  (meters)    1132.56   (feet)  ADJUSTED  
 RO0243  ___________________________________________________________________
 RO0243  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 RO0243  DYNAMIC HT  -         345.213 (meters)    1132.59  (feet)  COMP
 RO0243  MODELED GRAV-     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
 RO0243.and adjusted by the National Geodetic Survey in June 1991..
 RO0243
 RO0243.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0244 ***********************************************************************
 RO0244  DESIGNATION -  4902 N
 RO0244  PID         -  RO0244
 RO0244  STATE/COUNTY-  MN/MORRISON
 RO0244  USGS QUAD   -  BELLE PRAIRIE (1979)
 RO0244
 RO0244                         *CURRENT SURVEY CONTROL
 RO0244  ___________________________________________________________________
 RO0244* NAD 83(1986)-  46 00 00.     (N)    094 22 07.     (W)     SCALED    
 RO0244* NAVD 88     -       341.362  (meters)    1119.95   (feet)  ADJUSTED  
 RO0244  ___________________________________________________________________
 RO0244  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 RO0244  DYNAMIC HT  -         341.371 (meters)    1119.98  (feet)  COMP
 RO0244  MODELED GRAV-     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
 RO0244.and adjusted by the National Geodetic Survey in June 1991..
 RO0244
 RO0244.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0289 ***********************************************************************
 RO0289  DESIGNATION -  4903 A
 RO0289  PID         -  RO0289
 RO0289  STATE/COUNTY-  MN/MORRISON
 RO0289  USGS QUAD   -  MOTLEY (1963)
 RO0289
 RO0289                         *CURRENT SURVEY CONTROL
 RO0289  ___________________________________________________________________
 RO0289* NAD 83(1986)-  46 19 42.     (N)    094 38 54.     (W)     SCALED    
 RO0289* NAVD 88     -       374.779  (meters)    1229.59   (feet)  ADJUSTED  
 RO0289  ___________________________________________________________________
 RO0289  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 RO0289  DYNAMIC HT  -         374.784 (meters)    1229.60  (feet)  COMP
 RO0289  MODELED GRAV-     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
 RO0289.and adjusted by the National Geodetic Survey in June 1991..
 RO0289
 RO0289.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH7165 ***********************************************************************
 AH7165  DESIGNATION -  4903 AA
 AH7165  PID         -  AH7165
 AH7165  STATE/COUNTY-  MN/MORRISON
 AH7165  USGS QUAD   -  LINCOLN (1981)
 AH7165
 AH7165                         *CURRENT SURVEY CONTROL
 AH7165  ___________________________________________________________________
 AH7165* NAD 83(1986)-  46 11 00.     (N)    094 38 11.     (W)     SCALED    
 AH7165* NAVD 88     -       406.294  (meters)    1332.98   (feet)  ADJUSTED  
 AH7165  ___________________________________________________________________
 AH7165  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AH7165  DYNAMIC HT  -         406.295 (meters)    1332.99  (feet)  COMP
 AH7165  MODELED GRAV-     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
 AH7165.and adjusted by the National Geodetic Survey in May 2000..
 AH7165
 AH7165.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0291 ***********************************************************************
 RO0291  DESIGNATION -  4903 C
 RO0291  PID         -  RO0291
 RO0291  STATE/COUNTY-  MN/MORRISON
 RO0291  USGS QUAD   -  MOTLEY (1963)
 RO0291
 RO0291                         *CURRENT SURVEY CONTROL
 RO0291  ___________________________________________________________________
 RO0291* NAD 83(1996)-  46 18 41.83936(N)    094 38 46.68429(W)     ADJUSTED  
 RO0291* NAVD 88     -       374.613  (meters)    1229.04   (feet)  ADJUSTED  
 RO0291  ___________________________________________________________________
 RO0291  X           -    -357,519.277 (meters)                     COMP
 RO0291  Y           -  -4,399,074.158 (meters)                     COMP
 RO0291  Z           -   4,589,492.710 (meters)                     COMP
 RO0291  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 RO0291  ELLIP HEIGHT-         347.62  (meters)          (05/07/04) GPS OBS
 RO0291  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 RO0291  DYNAMIC HT  -         374.617 (meters)    1229.06  (feet)  COMP
 RO0291  MODELED GRAV-     980,614.0   (mgal)                       NAVD 88
 RO0291
 RO0291  HORZ ORDER  -  FIRST
 RO0291  VERT ORDER  -  SECOND    CLASS 0
 RO0291  ELLP ORDER  -  FOURTH    CLASS I
 RO0291
 RO0291.The horizontal coordinates were established by GPS observations
 RO0291.and adjusted by the MN DEPT OF TRANSP in May 2004..
 RO0291
 RO0291.The orthometric height was determined by differential leveling
 RO0291.and adjusted by the National Geodetic Survey in June 1991..
 RO0291
 RO0291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0291
 RO0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0291
 RO0291.The ellipsoidal height was determined by GPS observations
 RO0291.and is referenced to NAD 83.
 RO0291
 RO0291.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RO0291;SPC MN C     -   245,857.992   769,476.501   MT  0.99992211   -0 17 12.0
 RO0291;UTM  15      - 5,129,988.816   373,241.391   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  =   0.99986762
 RO0291!UTM  15      -   0.99994551  x   0.99979751  =   0.99974303
 RO0291
 RO0291                          SUPERSEDED SURVEY CONTROL
 RO0291
 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: 15TUM7324129989(NAD 83)
 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 = OCTOBER  6, 2006
 RO0295 ***********************************************************************
 RO0295  DESIGNATION -  4903 F
 RO0295  PID         -  RO0295
 RO0295  STATE/COUNTY-  MN/MORRISON
 RO0295  USGS QUAD   -  MOTLEY (1963)
 RO0295
 RO0295                         *CURRENT SURVEY CONTROL
 RO0295  ___________________________________________________________________
 RO0295* NAD 83(1986)-  46 16 06.     (N)    094 38 43.     (W)     SCALED    
 RO0295* NAVD 88     -       397.062  (meters)    1302.69   (feet)  ADJUSTED  
 RO0295  ___________________________________________________________________
 RO0295  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 RO0295  DYNAMIC HT  -         397.063 (meters)    1302.70  (feet)  COMP
 RO0295  MODELED GRAV-     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
 RO0295.and adjusted by the National Geodetic Survey in June 1991..
 RO0295
 RO0295.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0297 ***********************************************************************
 RO0297  DESIGNATION -  4903 G
 RO0297  PID         -  RO0297
 RO0297  STATE/COUNTY-  MN/MORRISON
 RO0297  USGS QUAD   -  LINCOLN (1981)
 RO0297
 RO0297                         *CURRENT SURVEY CONTROL
 RO0297  ___________________________________________________________________
 RO0297* NAD 83(1996)-  46 14 19.03652(N)    094 38 14.41935(W)     ADJUSTED  
 RO0297* NAVD 88     -       390.529  (meters)    1281.26   (feet)  ADJUSTED  
 RO0297  ___________________________________________________________________
 RO0297  X           -    -357,306.168 (meters)                     COMP
 RO0297  Y           -  -4,404,986.228 (meters)                     COMP
 RO0297  Z           -   4,583,895.172 (meters)                     COMP
 RO0297  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 RO0297  ELLIP HEIGHT-         363.54  (meters)          (03/16/99) GPS OBS
 RO0297  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 RO0297  DYNAMIC HT  -         390.529 (meters)    1281.26  (feet)  COMP
 RO0297  MODELED GRAV-     980,602.2   (mgal)                       NAVD 88
 RO0297
 RO0297  HORZ ORDER  -  FIRST
 RO0297  VERT ORDER  -  SECOND    CLASS I
 RO0297  ELLP ORDER  -  FOURTH    CLASS I
 RO0297
 RO0297.The horizontal coordinates were established by GPS observations
 RO0297.and adjusted by the National Geodetic Survey in March 1999..
 RO0297
 RO0297.The orthometric height was determined by differential leveling
 RO0297.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 RO0297
 RO0297.The ellipsoidal height was determined by GPS observations
 RO0297.and is referenced to NAD 83.
 RO0297
 RO0297.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RO0297;SPC MN C     -   237,740.775   770,127.115   MT  0.99992343   -0 16 48.7
 RO0297;UTM  15      - 5,121,863.376   373,763.904   MT  0.99979589   -1 10 57.7
 RO0297
 RO0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0297!SPC MN C     -   0.99994301  x   0.99992343  =   0.99986645
 RO0297!UTM  15      -   0.99994301  x   0.99979589  =   0.99973891
 RO0297
 RO0297                          SUPERSEDED SURVEY CONTROL
 RO0297
 RO0297  NAD 83(1986)-  46 14 19.03452(N)    094 38 14.40986(W) AD(       ) 1
 RO0297  NAVD 88 (06/15/91)  390.519  (m)         1281.23   (f) UNKNOWN     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: 15TUM7376421863(NAD 83)
 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 = OCTOBER  6, 2006
 RO0298 ***********************************************************************
 RO0298  DESIGNATION -  4903 H
 RO0298  PID         -  RO0298
 RO0298  STATE/COUNTY-  MN/MORRISON
 RO0298  USGS QUAD   -  LINCOLN (1981)
 RO0298
 RO0298                         *CURRENT SURVEY CONTROL
 RO0298  ___________________________________________________________________
 RO0298* NAD 83(1986)-  46 13 30.     (N)    094 38 25.     (W)     SCALED    
 RO0298* NAVD 88     -       398.722  (meters)    1308.14   (feet)  ADJUSTED  
 RO0298  ___________________________________________________________________
 RO0298  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 RO0298  DYNAMIC HT  -         398.721 (meters)    1308.14  (feet)  COMP
 RO0298  MODELED GRAV-     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
 RO0298.and adjusted by the National Geodetic Survey in June 1991..
 RO0298
 RO0298.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0300 ***********************************************************************
 RO0300  DESIGNATION -  4903 K
 RO0300  PID         -  RO0300
 RO0300  STATE/COUNTY-  MN/MORRISON
 RO0300  USGS QUAD   -  LINCOLN (1981)
 RO0300
 RO0300                         *CURRENT SURVEY CONTROL
 RO0300  ___________________________________________________________________
 RO0300* NAD 83(1986)-  46 12 06.     (N)    094 37 43.     (W)     SCALED    
 RO0300* NAVD 88     -       390.993  (meters)    1282.78   (feet)  ADJUSTED  
 RO0300  ___________________________________________________________________
 RO0300  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 RO0300  DYNAMIC HT  -         390.993 (meters)    1282.78  (feet)  COMP
 RO0300  MODELED GRAV-     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
 RO0300.and adjusted by the National Geodetic Survey in June 1991..
 RO0300
 RO0300.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0301 ***********************************************************************
 RO0301  DESIGNATION -  4903 L
 RO0301  PID         -  RO0301
 RO0301  STATE/COUNTY-  MN/MORRISON
 RO0301  USGS QUAD   -  CUSHING (1981)
 RO0301
 RO0301                         *CURRENT SURVEY CONTROL
 RO0301  ___________________________________________________________________
 RO0301* NAD 83(1986)-  46 11 24.     (N)    094 37 01.     (W)     SCALED    
 RO0301* NAVD 88     -       397.812  (meters)    1305.15   (feet)  ADJUSTED  
 RO0301  ___________________________________________________________________
 RO0301  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 RO0301  DYNAMIC HT  -         397.813 (meters)    1305.16  (feet)  COMP
 RO0301  MODELED GRAV-     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
 RO0301.and adjusted by the National Geodetic Survey in June 1991..
 RO0301
 RO0301.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0304 ***********************************************************************
 RO0304  DESIGNATION -  4903 N
 RO0304  PID         -  RO0304
 RO0304  STATE/COUNTY-  MN/MORRISON
 RO0304  USGS QUAD   -  CUSHING (1981)
 RO0304
 RO0304                         *CURRENT SURVEY CONTROL
 RO0304  ___________________________________________________________________
 RO0304* NAD 83(1986)-  46 09 54.     (N)    094 35 55.     (W)     SCALED    
 RO0304* NAVD 88     -       400.061  (meters)    1312.53   (feet)  ADJUSTED  
 RO0304  ___________________________________________________________________
 RO0304  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 RO0304  DYNAMIC HT  -         400.063 (meters)    1312.54  (feet)  COMP
 RO0304  MODELED GRAV-     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
 RO0304.and adjusted by the National Geodetic Survey in June 1991..
 RO0304
 RO0304.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0305 ***********************************************************************
 RO0305  DESIGNATION -  4903 P
 RO0305  PID         -  RO0305
 RO0305  STATE/COUNTY-  MN/MORRISON
 RO0305  USGS QUAD   -  CUSHING (1981)
 RO0305
 RO0305                         *CURRENT SURVEY CONTROL
 RO0305  ___________________________________________________________________
 RO0305* NAD 83(1986)-  46 09 00.     (N)    094 35 13.     (W)     SCALED    
 RO0305* NAVD 88     -       389.197  (meters)    1276.89   (feet)  ADJUSTED  
 RO0305  ___________________________________________________________________
 RO0305  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 RO0305  DYNAMIC HT  -         389.199 (meters)    1276.90  (feet)  COMP
 RO0305  MODELED GRAV-     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
 RO0305.and adjusted by the National Geodetic Survey in June 1991..
 RO0305
 RO0305.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0306 ***********************************************************************
 RO0306  DESIGNATION -  4903 Q
 RO0306  PID         -  RO0306
 RO0306  STATE/COUNTY-  MN/MORRISON
 RO0306  USGS QUAD   -  CUSHING (1981)
 RO0306
 RO0306                         *CURRENT SURVEY CONTROL
 RO0306  ___________________________________________________________________
 RO0306* NAD 83(1996)-  46 08 32.14807(N)    094 34 50.55109(W)     ADJUSTED  
 RO0306* NAVD 88     -       387.500  (meters)    1271.32   (feet)  ADJUSTED  
 RO0306  ___________________________________________________________________
 RO0306  X           -    -353,569.354 (meters)                     COMP
 RO0306  Y           -  -4,413,040.323 (meters)                     COMP
 RO0306  Z           -   4,576,478.105 (meters)                     COMP
 RO0306  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 RO0306  ELLIP HEIGHT-         360.71  (meters)          (03/16/99) GPS OBS
 RO0306  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 RO0306  DYNAMIC HT  -         387.503 (meters)    1271.33  (feet)  COMP
 RO0306  MODELED GRAV-     980,610.4   (mgal)                       NAVD 88
 RO0306
 RO0306  HORZ ORDER  -  FIRST
 RO0306  VERT ORDER  -  SECOND    CLASS 0
 RO0306  ELLP ORDER  -  FOURTH    CLASS I
 RO0306
 RO0306.The horizontal coordinates were established by GPS observations
 RO0306.and adjusted by the National Geodetic Survey in March 1999..
 RO0306
 RO0306.The orthometric height was determined by differential leveling
 RO0306.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 RO0306
 RO0306.The ellipsoidal height was determined by GPS observations
 RO0306.and is referenced to NAD 83.
 RO0306
 RO0306.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RO0306;SPC MN C     -   227,011.205   774,449.875   MT  0.99992765   -0 14 21.2
 RO0306;UTM  15      - 5,111,068.582   377,916.735   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  =   0.99987111
 RO0306!UTM  15      -   0.99994346  x   0.99978322  =   0.99972669
 RO0306
 RO0306|---------------------------------------------------------------------|
 RO0306| PID    Reference Object                     Distance      Geod. Az  |
 RO0306|                                                           dddmmss.s |
 RO0306| AB5942 CUSHING                             347.902 METERS 19401     |
 RO0306|---------------------------------------------------------------------|
 RO0306
 RO0306                          SUPERSEDED SURVEY CONTROL
 RO0306
 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: 15TUM7791711069(NAD 83)
 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 = OCTOBER  6, 2006
 RO0307 ***********************************************************************
 RO0307  DESIGNATION -  4903 R
 RO0307  PID         -  RO0307
 RO0307  STATE/COUNTY-  MN/MORRISON
 RO0307  USGS QUAD   -  CUSHING (1981)
 RO0307
 RO0307                         *CURRENT SURVEY CONTROL
 RO0307  ___________________________________________________________________
 RO0307* NAD 83(1986)-  46 08 06.     (N)    094 34 07.     (W)     SCALED    
 RO0307* NAVD 88     -       377.361  (meters)    1238.06   (feet)  ADJUSTED  
 RO0307  ___________________________________________________________________
 RO0307  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 RO0307  DYNAMIC HT  -         377.364 (meters)    1238.07  (feet)  COMP
 RO0307  MODELED GRAV-     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
 RO0307.and adjusted by the National Geodetic Survey in May 2000..
 RO0307
 RO0307.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 RO0308 ***********************************************************************
 RO0308  DESIGNATION -  4903 S
 RO0308  PID         -  RO0308
 RO0308  STATE/COUNTY-  MN/MORRISON
 RO0308  USGS QUAD   -  CUSHING (1981)
 RO0308
 RO0308                         *CURRENT SURVEY CONTROL
 RO0308  ___________________________________________________________________
 RO0308* NAD 83(1996)-  46 07 32.27580(N)    094 33 31.01019(W)     ADJUSTED  
 RO0308* NAVD 88     -       377.323  (meters)    1237.93   (feet)  ADJUSTED  
 RO0308  ___________________________________________________________________
 RO0308  X           -    -351,972.925 (meters)                     COMP
 RO0308  Y           -  -4,414,497.986 (meters)                     COMP
 RO0308  Z           -   4,575,189.682 (meters)                     COMP
 RO0308  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 RO0308  ELLIP HEIGHT-         350.58  (meters)          (07/29/03) GPS OBS
 RO0308  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 RO0308  DYNAMIC HT  -         377.328 (meters)    1237.95  (feet)  COMP
 RO0308  MODELED GRAV-     980,615.4   (mgal)                       NAVD 88
 RO0308
 RO0308  HORZ ORDER  -  FIRST
 RO0308  VERT ORDER  -  SECOND    CLASS 0
 RO0308  ELLP ORDER  -  FOURTH    CLASS I
 RO0308
 RO0308.The horizontal coordinates were established by GPS observations
 RO0308.and adjusted by the MN DEPT OF TRANSP in July 2003..
 RO0308
 RO0308.The orthometric height was determined by differential leveling
 RO0308.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 RO0308
 RO0308.The ellipsoidal height was determined by GPS observations
 RO0308.and is referenced to NAD 83.
 RO0308
 RO0308.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RO0308;SPC MN C     -   225,155.841   776,149.671   MT  0.99992866   -0 13 23.7
 RO0308;UTM  15      - 5,109,187.008   379,586.914   MT  0.99977824   -1 07 25.2
 RO0308
 RO0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0308!SPC MN C     -   0.99994504  x   0.99992866  =   0.99987371
 RO0308!UTM  15      -   0.99994504  x   0.99977824  =   0.99972330
 RO0308
 RO0308                          SUPERSEDED SURVEY CONTROL
 RO0308
 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: 15TUM7958709187(NAD 83)
 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 = OCTOBER  6, 2006
 RO0310 ***********************************************************************
 RO0310  DESIGNATION -  4903 T
 RO0310  PID         -  RO0310
 RO0310  STATE/COUNTY-  MN/MORRISON
 RO0310  USGS QUAD   -  RANDALL WEST (1981)
 RO0310
 RO0310                         *CURRENT SURVEY CONTROL
 RO0310  ___________________________________________________________________
 RO0310* NAD 83(1986)-  46 07 00.     (N)    094 32 01.     (W)     SCALED    
 RO0310* NAVD 88     -       365.892  (meters)    1200.43   (feet)  ADJUSTED  
 RO0310  ___________________________________________________________________
 RO0310  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 RO0310  DYNAMIC HT  -         365.898 (meters)    1200.45  (feet)  COMP
 RO0310  MODELED GRAV-     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
 RO0310.and adjusted by the National Geodetic Survey in June 1991..
 RO0310
 RO0310.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 RO0311 ***********************************************************************
 RO0311  DESIGNATION -  4903 V
 RO0311  PID         -  RO0311
 RO0311  STATE/COUNTY-  MN/MORRISON
 RO0311  USGS QUAD   -  RANDALL WEST (1981)
 RO0311
 RO0311                         *CURRENT SURVEY CONTROL
 RO0311  ___________________________________________________________________
 RO0311* NAD 83(1996)-  46 06 43.52675(N)    094 31 42.07343(W)     ADJUSTED  
 RO0311* NAVD 88     -       366.117  (meters)    1201.17   (feet)  ADJUSTED  
 RO0311  ___________________________________________________________________
 RO0311  X           -    -349,726.451 (meters)                     COMP
 RO0311  Y           -  -4,415,757.115 (meters)                     COMP
 RO0311  Z           -   4,574,138.239 (meters)                     COMP
 RO0311  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 RO0311  ELLIP HEIGHT-         339.41  (meters)          (07/29/03) GPS OBS
 RO0311  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 RO0311  DYNAMIC HT  -         366.124 (meters)    1201.19  (feet)  COMP
 RO0311  MODELED GRAV-     980,623.0   (mgal)                       NAVD 88
 RO0311
 RO0311  HORZ ORDER  -  FIRST
 RO0311  VERT ORDER  -  SECOND    CLASS 0
 RO0311  ELLP ORDER  -  FOURTH    CLASS I
 RO0311
 RO0311.The horizontal coordinates were established by GPS observations
 RO0311.and adjusted by the MN DEPT OF TRANSP in July 2003..
 RO0311
 RO0311.The orthometric height was determined by differential leveling
 RO0311.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 RO0311
 RO0311.The ellipsoidal height was determined by GPS observations
 RO0311.and is referenced to NAD 83.
 RO0311
 RO0311.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RO0311;SPC MN C     -   223,642.115   778,482.944   MT  0.99992955   -0 12 04.9
 RO0311;UTM  15      - 5,107,637.045   381,895.757   MT  0.99977147   -1 06 05.8
 RO0311
 RO0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0311!SPC MN C     -   0.99994679  x   0.99992955  =   0.99987635
 RO0311!UTM  15      -   0.99994679  x   0.99977147  =   0.99971828
 RO0311
 RO0311                          SUPERSEDED SURVEY CONTROL
 RO0311
 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: 15TUM8189607637(NAD 83)
 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 = OCTOBER  6, 2006
 RO0312 ***********************************************************************
 RO0312  DESIGNATION -  4903 W
 RO0312  PID         -  RO0312
 RO0312  STATE/COUNTY-  MN/MORRISON
 RO0312  USGS QUAD   -  RANDALL WEST (1981)
 RO0312
 RO0312                         *CURRENT SURVEY CONTROL
 RO0312  ___________________________________________________________________
 RO0312* NAD 83(1996)-  46 05 47.17625(N)    094 30 41.71344(W)     ADJUSTED  
 RO0312* NAVD 88     -       358.496  (meters)    1176.17   (feet)  ADJUSTED  
 RO0312  ___________________________________________________________________
 RO0312  X           -    -348,532.451 (meters)                     COMP
 RO0312  Y           -  -4,417,103.967 (meters)                     COMP
 RO0312  Z           -   4,572,926.375 (meters)                     COMP
 RO0312  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 RO0312  ELLIP HEIGHT-         331.83  (meters)          (07/29/03) GPS OBS
 RO0312  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 RO0312  DYNAMIC HT  -         358.505 (meters)    1176.20  (feet)  COMP
 RO0312  MODELED GRAV-     980,628.2   (mgal)                       NAVD 88
 RO0312
 RO0312  HORZ ORDER  -  FIRST
 RO0312  VERT ORDER  -  SECOND    CLASS 0
 RO0312  ELLP ORDER  -  FOURTH    CLASS I
 RO0312
 RO0312.The horizontal coordinates were established by GPS observations
 RO0312.and adjusted by the MN DEPT OF TRANSP in July 2003..
 RO0312
 RO0312.The orthometric height was determined by differential leveling
 RO0312.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 RO0312
 RO0312.The ellipsoidal height was determined by GPS observations
 RO0312.and is referenced to NAD 83.
 RO0312
 RO0312.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RO0312;SPC MN C     -   221,897.954   779,773.275   MT  0.99993064   -0 11 21.2
 RO0312;UTM  15      - 5,105,873.112   383,158.327   MT  0.99976782   -1 05 21.2
 RO0312
 RO0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0312!SPC MN C     -   0.99994798  x   0.99993064  =   0.99987863
 RO0312!UTM  15      -   0.99994798  x   0.99976782  =   0.99971581
 RO0312
 RO0312:                Primary Azimuth Mark                     Grid Az
 RO0312:SPC MN C     -  4903 Y                                   132 31 39.7
 RO0312:UTM  15      -  4903 Y                                   133 25 39.7
 RO0312
 RO0312|---------------------------------------------------------------------|
 RO0312| PID    Reference Object                     Distance      Geod. Az  |
 RO0312|                                                           dddmmss.s |
 RO0312| RO0315 4903 Y                              APPROX. 0.9 KM 1322018.5 |
 RO0312|---------------------------------------------------------------------|
 RO0312
 RO0312                          SUPERSEDED SURVEY CONTROL
 RO0312
 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_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 = OCTOBER  6, 2006
 RO0314 ***********************************************************************
 RO0314  DESIGNATION -  4903 X
 RO0314  PID         -  RO0314
 RO0314  STATE/COUNTY-  MN/MORRISON
 RO0314  USGS QUAD   -  RANDALL WEST (1981)
 RO0314
 RO0314                         *CURRENT SURVEY CONTROL
 RO0314  ___________________________________________________________________
 RO0314* NAD 83(1986)-  46 05 24.     (N)    094 30 13.     (W)     SCALED    
 RO0314* NAVD 88     -       365.889  (meters)    1200.42   (feet)  ADJUSTED  
 RO0314  ___________________________________________________________________
 RO0314  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 RO0314  DYNAMIC HT  -         365.899 (meters)    1200.45  (feet)  COMP
 RO0314  MODELED GRAV-     980,629.8   (mgal)                       NAVD 88
 RO0314
 RO0314  VERT ORDER  -  SECOND    CLASS 0
 RO0314
 RO0314.The horizontal coordinates were scaled from a topographic map and have
 RO0314.an estimated accuracy of +/- 6 seconds.
 RO0314
 RO0314.The orthometric height was determined by differential leveling
 RO0314.and adjusted by the National Geodetic Survey in June 1991..
 RO0314
 RO0314.The geoid height was determined by GEOID03.
 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     -   221,180.      780,390.      MT  (+/- 180 meters Scaled)
 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: 15TUM837051(NAD 83)
 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 - October 19, 2000
 RO0314
 RO0314  HISTORY     - Date     Condition        Report By
 RO0314  HISTORY     - 1973     MONUMENTED       MNDT
 RO0314  HISTORY     - 20001019 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0315 ***********************************************************************
 RO0315  DESIGNATION -  4903 Y
 RO0315  PID         -  RO0315
 RO0315  STATE/COUNTY-  MN/MORRISON
 RO0315  USGS QUAD   -  RANDALL WEST (1981)
 RO0315
 RO0315                         *CURRENT SURVEY CONTROL
 RO0315  ___________________________________________________________________
 RO0315* NAD 83(1996)-  46 05 26.76397(N)    094 30 09.51700(W)     ADJUSTED  
 RO0315* NAVD 88     -       363.003  (meters)    1190.95   (feet)  ADJUSTED  
 RO0315  ___________________________________________________________________
 RO0315  X           -    -347,878.864 (meters)                     COMP
 RO0315  Y           -  -4,417,614.140 (meters)                     COMP
 RO0315  Z           -   4,572,492.543 (meters)                     COMP
 RO0315  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 RO0315  ELLIP HEIGHT-         336.35  (meters)          (07/29/03) GPS OBS
 RO0315  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 RO0315  DYNAMIC HT  -         363.012 (meters)    1190.98  (feet)  COMP
 RO0315  MODELED GRAV-     980,629.8   (mgal)                       NAVD 88
 RO0315
 RO0315  HORZ ORDER  -  FIRST
 RO0315  VERT ORDER  -  SECOND    CLASS 0
 RO0315  ELLP ORDER  -  FOURTH    CLASS I
 RO0315
 RO0315.The horizontal coordinates were established by GPS observations
 RO0315.and adjusted by the MN DEPT OF TRANSP in July 2003..
 RO0315
 RO0315.The orthometric height was determined by differential leveling
 RO0315.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 RO0315
 RO0315.The ellipsoidal height was determined by GPS observations
 RO0315.and is referenced to NAD 83.
 RO0315
 RO0315.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RO0315;SPC MN C     -   221,265.509   780,462.798   MT  0.99993106   -0 10 57.9
 RO0315;UTM  15      - 5,105,230.021   383,837.720   MT  0.99976588   -1 04 57.7
 RO0315
 RO0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0315!SPC MN C     -   0.99994727  x   0.99993106  =   0.99987834
 RO0315!UTM  15      -   0.99994727  x   0.99976588  =   0.99971317
 RO0315
 RO0315:                Primary Azimuth Mark                     Grid Az
 RO0315:SPC MN C     -  4903 W                                   312 31 39.6
 RO0315:UTM  15      -  4903 W                                   313 25 39.4
 RO0315
 RO0315|---------------------------------------------------------------------|
 RO0315| PID    Reference Object                     Distance      Geod. Az  |
 RO0315|                                                           dddmmss.s |
 RO0315| RO0312 4903 W                              APPROX. 0.9 KM 3122041.7 |
 RO0315|---------------------------------------------------------------------|
 RO0315
 RO0315                          SUPERSEDED SURVEY CONTROL
 RO0315
 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: 15TUM8383805230(NAD 83)
 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 - October 09, 2000
 RO0315
 RO0315  HISTORY     - Date     Condition        Report By
 RO0315  HISTORY     - 1973     MONUMENTED       MNDT
 RO0315  HISTORY     - 20001009 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7164 ***********************************************************************
 AH7164  DESIGNATION -  4903 Z
 AH7164  PID         -  AH7164
 AH7164  STATE/COUNTY-  MN/MORRISON
 AH7164  USGS QUAD   -  CUSHING (1981)
 AH7164
 AH7164                         *CURRENT SURVEY CONTROL
 AH7164  ___________________________________________________________________
 AH7164* NAD 83(1986)-  46 10 31.     (N)    094 36 31.     (W)     SCALED    
 AH7164* NAVD 88     -       409.207  (meters)    1342.54   (feet)  ADJUSTED  
 AH7164  ___________________________________________________________________
 AH7164  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AH7164  DYNAMIC HT  -         409.208 (meters)    1342.54  (feet)  COMP
 AH7164  MODELED GRAV-     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
 AH7164.and adjusted by the National Geodetic Survey in May 2000..
 AH7164
 AH7164.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DG5413 ***********************************************************************
 DG5413  DESIGNATION -  4904 A 1
 DG5413  PID         -  DG5413
 DG5413  STATE/COUNTY-  MN/TODD
 DG5413  USGS QUAD   -  SWANVILLE (1978)
 DG5413
 DG5413                         *CURRENT SURVEY CONTROL
 DG5413  ___________________________________________________________________
 DG5413* NAD 83(1996)-  45 58 37.17154(N)    094 38 52.72894(W)     ADJUSTED  
 DG5413* NAVD 88     -       363.58   (meters)    1192.8    (feet)  LEVELING  
 DG5413  ___________________________________________________________________
 DG5413  X           -    -359,821.128 (meters)                     COMP
 DG5413  Y           -  -4,425,790.717 (meters)                     COMP
 DG5413  Z           -   4,563,712.986 (meters)                     COMP
 DG5413  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 DG5413  ELLIP HEIGHT-         336.97  (meters)          (05/07/04) GPS OBS
 DG5413  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DG5413
 DG5413  HORZ ORDER  -  FIRST
 DG5413  VERT ORDER  -  THIRD ?
 DG5413  ELLP ORDER  -  FOURTH    CLASS I
 DG5413
 DG5413.The horizontal coordinates were established by GPS observations
 DG5413.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5413
 DG5413.The orthometric height was determined by differential leveling.
 DG5413.The vertical network tie was performed by a horz. field party for horz.
 DG5413.obs reductions. Reset procedures were used to establish the elevation.
 DG5413
 DG5413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5413
 DG5413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5413
 DG5413.The ellipsoidal height was determined by GPS observations
 DG5413.and is referenced to NAD 83.
 DG5413
 DG5413.The geoid height was determined by GEOID03.
 DG5413
 DG5413;                    North         East     Units Scale Factor Converg.
 DG5413;SPC MN C     -   208,666.249   769,160.297   MT  0.99994143   -0 17 16.4
 DG5413;UTM  15      - 5,092,811.473   372,340.769   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  =   0.99988861
 DG5413!UTM  15      -   0.99994718  x   0.99980035  =   0.99974754
 DG5413
 DG5413                          SUPERSEDED SURVEY CONTROL
 DG5413
 DG5413.No superseded survey control is available for this station.
 DG5413
 DG5413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7234192811(NAD 83)
 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     - 2003     GOOD             MNDT
 DG5413  HISTORY     - 20050516 GOOD             MNDT
 DG5413
 DG5413                          STATION DESCRIPTION
 DG5413
 DG5413'DESCRIBED 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 = OCTOBER  6, 2006
 DG6809 ***********************************************************************
 DG6809  DESIGNATION -  4904 F
 DG6809  PID         -  DG6809
 DG6809  STATE/COUNTY-  MN/MORRISON
 DG6809  USGS QUAD   -  FLENSBURG (1978)
 DG6809
 DG6809                         *CURRENT SURVEY CONTROL
 DG6809  ___________________________________________________________________
 DG6809* NAD 83(1996)-  45 58 36.32536(N)    094 32 06.09734(W)     ADJUSTED  
 DG6809* NAVD 88     -       370.12   (meters)    1214.3    (feet)  LEVELING  
 DG6809  ___________________________________________________________________
 DG6809  X           -    -351,097.253 (meters)                     COMP
 DG6809  Y           -  -4,426,514.771 (meters)                     COMP
 DG6809  Z           -   4,563,699.575 (meters)                     COMP
 DG6809  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DG6809  ELLIP HEIGHT-         343.57  (meters)          (07/30/04) GPS OBS
 DG6809  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG6809
 DG6809  HORZ ORDER  -  FIRST
 DG6809  VERT ORDER  -  THIRD ?
 DG6809  ELLP ORDER  -  FOURTH    CLASS I
 DG6809
 DG6809.The horizontal coordinates were established by GPS observations
 DG6809.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6809
 DG6809.The orthometric height was determined by differential leveling.
 DG6809.The vertical network tie was performed by a horz. field party for horz.
 DG6809.obs reductions. Reset procedures were used to establish the elevation.
 DG6809
 DG6809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6809
 DG6809.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6809
 DG6809.The ellipsoidal height was determined by GPS observations
 DG6809.and is referenced to NAD 83.
 DG6809
 DG6809.The geoid height was determined by GEOID03.
 DG6809
 DG6809;                    North         East     Units Scale Factor Converg.
 DG6809;SPC MN C     -   208,602.386   777,912.963   MT  0.99994145   -0 12 22.3
 DG6809;UTM  15      - 5,092,610.550   381,090.010   MT  0.99977382   -1 06 14.0
 DG6809
 DG6809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6809!SPC MN C     -   0.99994614  x   0.99994145  =   0.99988760
 DG6809!UTM  15      -   0.99994614  x   0.99977382  =   0.99971997
 DG6809
 DG6809                          SUPERSEDED SURVEY CONTROL
 DG6809
 DG6809.No superseded survey control is available for this station.
 DG6809
 DG6809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8109092611(NAD 83)
 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     - 20020424 GOOD             MNDT
 DG6809
 DG6809                          STATION DESCRIPTION
 DG6809
 DG6809'DESCRIBED 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 = OCTOBER  6, 2006
 DG6772 ***********************************************************************
 DG6772  DESIGNATION -  4904 I
 DG6772  PID         -  DG6772
 DG6772  STATE/COUNTY-  MN/MORRISON
 DG6772  USGS QUAD   -  LITTLE FALLS WEST (1994)
 DG6772
 DG6772                         *CURRENT SURVEY CONTROL
 DG6772  ___________________________________________________________________
 DG6772* NAD 83(1996)-  45 58 38.31786(N)    094 28 27.58071(W)     ADJUSTED  
 DG6772* NAVD 88     -       354.0    (meters)    1161.     (feet)  GPS OBS   
 DG6772  ___________________________________________________________________
 DG6772  X           -    -346,403.288 (meters)                     COMP
 DG6772  Y           -  -4,426,828.953 (meters)                     COMP
 DG6772  Z           -   4,563,730.724 (meters)                     COMP
 DG6772  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 DG6772  ELLIP HEIGHT-         327.43  (meters)          (07/30/04) GPS OBS
 DG6772  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG6772
 DG6772  HORZ ORDER  -  FIRST
 DG6772  ELLP ORDER  -  FOURTH    CLASS I
 DG6772
 DG6772.The horizontal coordinates were established by GPS observations
 DG6772.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6772
 DG6772.The orthometric height was determined by GPS observations and a
 DG6772.high-resolution geoid model.
 DG6772
 DG6772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6772
 DG6772.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6772
 DG6772.The ellipsoidal height was determined by GPS observations
 DG6772.and is referenced to NAD 83.
 DG6772
 DG6772.The geoid height was determined by GEOID03.
 DG6772
 DG6772;                    North         East     Units Scale Factor Converg.
 DG6772;SPC MN C     -   208,648.776   782,616.756   MT  0.99994139   -0 09 44.2
 DG6772;UTM  15      - 5,092,583.233   385,793.131   MT  0.99976035   -1 03 36.9
 DG6772
 DG6772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6772!SPC MN C     -   0.99994867  x   0.99994139  =   0.99989006
 DG6772!UTM  15      -   0.99994867  x   0.99976035  =   0.99970903
 DG6772
 DG6772                          SUPERSEDED SURVEY CONTROL
 DG6772
 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_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: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6772+STABILITY: SURFACE MOTION
 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     - 20020424 GOOD             MNDT
 DG6772  HISTORY     - 20050516 GOOD             MNDT
 DG6772
 DG6772                          STATION DESCRIPTION
 DG6772
 DG6772'DESCRIBED 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 = OCTOBER  6, 2006
 DG6773 ***********************************************************************
 DG6773  DESIGNATION -  4904 K
 DG6773  PID         -  DG6773
 DG6773  STATE/COUNTY-  MN/MORRISON
 DG6773  USGS QUAD   -  LITTLE FALLS WEST (1994)
 DG6773
 DG6773                         *CURRENT SURVEY CONTROL
 DG6773  ___________________________________________________________________
 DG6773* NAD 83(1996)-  45 58 38.06382(N)    094 25 48.72163(W)     ADJUSTED  
 DG6773* NAVD 88     -       343.01   (meters)    1125.4    (feet)  LEVELING  
 DG6773  ___________________________________________________________________
 DG6773  X           -    -342,993.619 (meters)                     COMP
 DG6773  Y           -  -4,427,092.445 (meters)                     COMP
 DG6773  Z           -   4,563,717.377 (meters)                     COMP
 DG6773  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 DG6773  ELLIP HEIGHT-         316.45  (meters)          (07/30/04) GPS OBS
 DG6773  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DG6773
 DG6773  HORZ ORDER  -  FIRST
 DG6773  VERT ORDER  -  THIRD ?
 DG6773  ELLP ORDER  -  FOURTH    CLASS I
 DG6773
 DG6773.The horizontal coordinates were established by GPS observations
 DG6773.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6773
 DG6773.The orthometric height was determined by differential leveling.
 DG6773.The vertical network tie was performed by a horz. field party for horz.
 DG6773.obs reductions. Reset procedures were used to establish the elevation.
 DG6773
 DG6773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6773
 DG6773.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6773
 DG6773.The ellipsoidal height was determined by GPS observations
 DG6773.and is referenced to NAD 83.
 DG6773
 DG6773.The geoid height was determined by GEOID03.
 DG6773
 DG6773;                    North         East     Units Scale Factor Converg.
 DG6773;SPC MN C     -   208,632.201   786,036.186   MT  0.99994140   -0 07 49.3
 DG6773;UTM  15      - 5,092,513.078   389,211.247   MT  0.99975089   -1 01 42.6
 DG6773
 DG6773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6773!SPC MN C     -   0.99995039  x   0.99994140  =   0.99989180
 DG6773!UTM  15      -   0.99995039  x   0.99975089  =   0.99970130
 DG6773
 DG6773                          SUPERSEDED SURVEY CONTROL
 DG6773
 DG6773.No superseded survey control is available for this station.
 DG6773
 DG6773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8921192513(NAD 83)
 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     - 20020424 GOOD             MNDT
 DG6773
 DG6773                          STATION DESCRIPTION
 DG6773
 DG6773'DESCRIBED 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 = OCTOBER  6, 2006
 DG6774 ***********************************************************************
 DG6774  DESIGNATION -  4904 M
 DG6774  PID         -  DG6774
 DG6774  STATE/COUNTY-  MN/MORRISON
 DG6774  USGS QUAD   -  FLENSBURG (1978)
 DG6774
 DG6774                         *CURRENT SURVEY CONTROL
 DG6774  ___________________________________________________________________
 DG6774* NAD 83(1996)-  45 58 37.30697(N)    094 35 52.57646(W)     ADJUSTED  
 DG6774* NAVD 88     -       374.16   (meters)    1227.6    (feet)  LEVELING  
 DG6774  ___________________________________________________________________
 DG6774  X           -    -355,955.838 (meters)                     COMP
 DG6774  Y           -  -4,426,107.651 (meters)                     COMP
 DG6774  Z           -   4,563,723.521 (meters)                     COMP
 DG6774  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 DG6774  ELLIP HEIGHT-         347.58  (meters)          (07/30/04) GPS OBS
 DG6774  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DG6774
 DG6774  HORZ ORDER  -  FIRST
 DG6774  VERT ORDER  -  THIRD ?
 DG6774  ELLP ORDER  -  FOURTH    CLASS I
 DG6774
 DG6774.The horizontal coordinates were established by GPS observations
 DG6774.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6774
 DG6774.The orthometric height was determined by differential leveling.
 DG6774.The vertical network tie was performed by a horz. field party for horz.
 DG6774.obs reductions. Reset procedures were used to establish the elevation.
 DG6774
 DG6774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6774
 DG6774.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6774
 DG6774.The ellipsoidal height was determined by GPS observations
 DG6774.and is referenced to NAD 83.
 DG6774
 DG6774.The geoid height was determined by GEOID03.
 DG6774
 DG6774;                    North         East     Units Scale Factor Converg.
 DG6774;SPC MN C     -   208,652.170   773,038.097   MT  0.99994142   -0 15 06.1
 DG6774;UTM  15      - 5,092,736.675   376,217.304   MT  0.99978836   -1 08 57.0
 DG6774
 DG6774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6774!SPC MN C     -   0.99994551  x   0.99994142  =   0.99988694
 DG6774!UTM  15      -   0.99994551  x   0.99978836  =   0.99973388
 DG6774
 DG6774                          SUPERSEDED SURVEY CONTROL
 DG6774
 DG6774.No superseded survey control is available for this station.
 DG6774
 DG6774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7621792737(NAD 83)
 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 - 2002
 DG6774_ROD/PIPE-DEPTH:  7.6 meters
 DG6774
 DG6774  HISTORY     - Date     Condition        Report By
 DG6774  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6775 ***********************************************************************
 DG6775  DESIGNATION -  4904 N
 DG6775  PID         -  DG6775
 DG6775  STATE/COUNTY-  MN/MORRISON
 DG6775  USGS QUAD   -  FLENSBURG (1978)
 DG6775
 DG6775                         *CURRENT SURVEY CONTROL
 DG6775  ___________________________________________________________________
 DG6775* NAD 83(1996)-  45 58 38.00928(N)    094 30 54.26447(W)     ADJUSTED  
 DG6775* NAVD 88     -       357.65   (meters)    1173.4    (feet)  LEVELING  
 DG6775  ___________________________________________________________________
 DG6775  X           -    -349,552.048 (meters)                     COMP
 DG6775  Y           -  -4,426,590.864 (meters)                     COMP
 DG6775  Z           -   4,563,726.741 (meters)                     COMP
 DG6775  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 DG6775  ELLIP HEIGHT-         331.10  (meters)          (07/30/04) GPS OBS
 DG6775  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG6775
 DG6775  HORZ ORDER  -  FIRST
 DG6775  VERT ORDER  -  THIRD ?
 DG6775  ELLP ORDER  -  FOURTH    CLASS I
 DG6775
 DG6775.The horizontal coordinates were established by GPS observations
 DG6775.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6775
 DG6775.The orthometric height was determined by differential leveling.
 DG6775.The vertical network tie was performed by a horz. field party for horz.
 DG6775.obs reductions. Reset procedures were used to establish the elevation.
 DG6775
 DG6775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6775
 DG6775.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6775
 DG6775.The ellipsoidal height was determined by GPS observations
 DG6775.and is referenced to NAD 83.
 DG6775
 DG6775.The geoid height was determined by GEOID03.
 DG6775
 DG6775;                    North         East     Units Scale Factor Converg.
 DG6775;SPC MN C     -   208,649.004   779,459.354   MT  0.99994140   -0 11 30.3
 DG6775;UTM  15      - 5,092,632.930   382,636.678   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  =   0.99988950
 DG6775!UTM  15      -   0.99994810  x   0.99976933  =   0.99971744
 DG6775
 DG6775                          SUPERSEDED SURVEY CONTROL
 DG6775
 DG6775.No superseded survey control is available for this station.
 DG6775
 DG6775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8263792633(NAD 83)
 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 - 2002
 DG6775_ROD/PIPE-DEPTH:  4.6 meters
 DG6775
 DG6775  HISTORY     - Date     Condition        Report By
 DG6775  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4452 ***********************************************************************
 DG4452  DESIGNATION -  4904 Q
 DG4452  PID         -  DG4452
 DG4452  STATE/COUNTY-  MN/MORRISON
 DG4452  USGS QUAD   -  LITTLE FALLS EAST (1978)
 DG4452
 DG4452                         *CURRENT SURVEY CONTROL
 DG4452  ___________________________________________________________________
 DG4452* NAD 83(1996)-  45 58 37.15267(N)    094 22 02.22770(W)     ADJUSTED  
 DG4452* NAVD 88     -       340.35   (meters)    1116.6    (feet)  LEVELING  
 DG4452  ___________________________________________________________________
 DG4452  X           -    -338,133.538 (meters)                     COMP
 DG4452  Y           -  -4,427,484.722 (meters)                     COMP
 DG4452  Z           -   4,563,695.899 (meters)                     COMP
 DG4452  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 DG4452  ELLIP HEIGHT-         313.77  (meters)          (02/25/04) GPS OBS
 DG4452  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DG4452
 DG4452  HORZ ORDER  -  FIRST
 DG4452  VERT ORDER  -  THIRD ?
 DG4452  ELLP ORDER  -  THIRD     CLASS I
 DG4452
 DG4452.The horizontal coordinates were established by GPS observations
 DG4452.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4452
 DG4452.The orthometric height was determined by differential leveling.
 DG4452.The vertical network tie was performed by a horz. field party for horz.
 DG4452.obs reductions. Reset procedures were used to establish the elevation.
 DG4452
 DG4452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4452
 DG4452.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4452
 DG4452.The ellipsoidal height was determined by GPS observations
 DG4452.and is referenced to NAD 83.
 DG4452
 DG4452.The geoid height was determined by GEOID03.
 DG4452
 DG4452;                    North         East     Units Scale Factor Converg.
 DG4452;SPC MN C     -   208,594.915   790,911.450   MT  0.99994143   -0 05 05.4
 DG4452;UTM  15      - 5,092,399.388   394,084.367   MT  0.99973791   -0 58 59.7
 DG4452
 DG4452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4452!SPC MN C     -   0.99995081  x   0.99994143  =   0.99989225
 DG4452!UTM  15      -   0.99995081  x   0.99973791  =   0.99968874
 DG4452
 DG4452                          SUPERSEDED SURVEY CONTROL
 DG4452
 DG4452.No superseded survey control is available for this station.
 DG4452
 DG4452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9408492399(NAD 83)
 DG4452_MARKER: DV = VERTICAL CONTROL DISK
 DG4452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG4452_SP_SET: BRDG SIDEWALK
 DG4452_STAMPING: 4904 Q 2002
 DG4452_MARK LOGO: MNDT  
 DG4452_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 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     - 20030505 GOOD             MNDT
 DG4452
 DG4452                          STATION DESCRIPTION
 DG4452
 DG4452'DESCRIBED 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 = OCTOBER  6, 2006
 DG4454 ***********************************************************************
 DG4454  DESIGNATION -  4904 R
 DG4454  PID         -  DG4454
 DG4454  STATE/COUNTY-  MN/MORRISON
 DG4454  USGS QUAD   -  LITTLE FALLS WEST (1994)
 DG4454
 DG4454                         *CURRENT SURVEY CONTROL
 DG4454  ___________________________________________________________________
 DG4454* NAD 83(1996)-  45 58 36.93766(N)    094 23 20.97667(W)     ADJUSTED  
 DG4454* NAVD 88     -       345.64   (meters)    1134.0    (feet)  LEVELING  
 DG4454  ___________________________________________________________________
 DG4454  X           -    -339,824.512 (meters)                     COMP
 DG4454  Y           -  -4,427,363.744 (meters)                     COMP
 DG4454  Z           -   4,563,695.104 (meters)                     COMP
 DG4454  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DG4454  ELLIP HEIGHT-         319.08  (meters)          (02/25/04) GPS OBS
 DG4454  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DG4454
 DG4454  HORZ ORDER  -  FIRST
 DG4454  VERT ORDER  -  THIRD ?
 DG4454  ELLP ORDER  -  THIRD     CLASS I
 DG4454
 DG4454.The horizontal coordinates were established by GPS observations
 DG4454.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4454
 DG4454.The orthometric height was determined by differential leveling.
 DG4454.The vertical network tie was performed by a horz. field party for horz.
 DG4454.obs reductions. Reset procedures were used to establish the elevation.
 DG4454
 DG4454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4454
 DG4454.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4454
 DG4454.The ellipsoidal height was determined by GPS observations
 DG4454.and is referenced to NAD 83.
 DG4454
 DG4454.The geoid height was determined by GEOID03.
 DG4454
 DG4454;                    North         East     Units Scale Factor Converg.
 DG4454;SPC MN C     -   208,591.021   789,216.350   MT  0.99994144   -0 06 02.4
 DG4454;UTM  15      - 5,092,422.067   392,389.755   MT  0.99974236   -0 59 56.3
 DG4454
 DG4454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4454!SPC MN C     -   0.99994998  x   0.99994144  =   0.99989142
 DG4454!UTM  15      -   0.99994998  x   0.99974236  =   0.99969235
 DG4454
 DG4454                          SUPERSEDED SURVEY CONTROL
 DG4454
 DG4454.No superseded survey control is available for this station.
 DG4454
 DG4454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9239092422(NAD 83)
 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 8 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 - May 06, 2003
 DG4454_ROD/PIPE-DEPTH:  4.6 meters
 DG4454
 DG4454  HISTORY     - Date     Condition        Report By
 DG4454  HISTORY     - 2002     MONUMENTED       MNDT
 DG4454  HISTORY     - 20030506 GOOD             MNDT
 DG4454
 DG4454                          STATION DESCRIPTION
 DG4454
 DG4454'DESCRIBED 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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7451 ***********************************************************************
 AH7451  DESIGNATION -  4905 A
 AH7451  PID         -  AH7451
 AH7451  STATE/COUNTY-  MN/MORRISON
 AH7451  USGS QUAD   -  PIERZ (1978)
 AH7451
 AH7451                         *CURRENT SURVEY CONTROL
 AH7451  ___________________________________________________________________
 AH7451* NAD 83(1996)-  45 58 12.33315(N)    094 06 27.35463(W)     ADJUSTED  
 AH7451* NAVD 88     -       356.471  (meters)    1169.52   (feet)  ADJUSTED  
 AH7451  ___________________________________________________________________
 AH7451  X           -    -318,103.296 (meters)                     COMP
 AH7451  Y           -  -4,429,532.426 (meters)                     COMP
 AH7451  Z           -   4,563,174.735 (meters)                     COMP
 AH7451  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AH7451  ELLIP HEIGHT-         329.68  (meters)          (01/20/06) GPS OBS
 AH7451  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AH7451  DYNAMIC HT  -         356.476 (meters)    1169.54  (feet)  COMP
 AH7451  MODELED GRAV-     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 MN DEPT OF TRANSP in January 2006..
 AH7451
 AH7451.The orthometric height was determined by differential leveling
 AH7451.and adjusted by the National Geodetic Survey in August 2004..
 AH7451
 AH7451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7451
 AH7451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7451
 AH7451.The ellipsoidal height was determined by GPS observations
 AH7451.and is referenced to NAD 83.
 AH7451
 AH7451.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH7451;SPC MN C     -   207,831.843   811,036.187   MT  0.99994218   +0 06 10.8
 AH7451;UTM  15      - 5,091,320.938   414,190.062   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  =   0.99989050
 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  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: 15TVL1419091321(NAD 83)
 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 = OCTOBER  6, 2006
 AH8248 ***********************************************************************
 AH8248  DESIGNATION -  4905 B
 AH8248  PID         -  AH8248
 AH8248  STATE/COUNTY-  MN/MORRISON
 AH8248  USGS QUAD   -  PIERZ LAKE (1978)
 AH8248
 AH8248                         *CURRENT SURVEY CONTROL
 AH8248  ___________________________________________________________________
 AH8248* NAD 83(1996)-  45 58 13.37123(N)    094 08 00.61605(W)     ADJUSTED  
 AH8248* NAVD 88     -       344.873  (meters)    1131.47   (feet)  ADJUSTED  
 AH8248  ___________________________________________________________________
 AH8248  X           -    -320,103.811 (meters)                     COMP
 AH8248  Y           -  -4,429,357.146 (meters)                     COMP
 AH8248  Z           -   4,563,188.701 (meters)                     COMP
 AH8248  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AH8248  ELLIP HEIGHT-         318.12  (meters)          (01/20/06) GPS OBS
 AH8248  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AH8248  DYNAMIC HT  -         344.879 (meters)    1131.49  (feet)  COMP
 AH8248  MODELED GRAV-     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 MN DEPT OF TRANSP in January 2006..
 AH8248
 AH8248.The orthometric height was determined by differential leveling
 AH8248.and adjusted by the National Geodetic Survey in August 2004..
 AH8248
 AH8248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8248
 AH8248.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8248
 AH8248.The ellipsoidal height was determined by GPS observations
 AH8248.and is referenced to NAD 83.
 AH8248
 AH8248.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH8248;SPC MN C     -   207,860.611   809,028.417   MT  0.99994215   +0 05 03.4
 AH8248;UTM  15      - 5,091,381.201   412,183.492   MT  0.99969480   -0 48 54.1
 AH8248
 AH8248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8248!SPC MN C     -   0.99995013  x   0.99994215  =   0.99989228
 AH8248!UTM  15      -   0.99995013  x   0.99969480  =   0.99964495
 AH8248
 AH8248                          SUPERSEDED SURVEY CONTROL
 AH8248
 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_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 = OCTOBER  6, 2006
 AH8249 ***********************************************************************
 AH8249  DESIGNATION -  4905 C
 AH8249  PID         -  AH8249
 AH8249  STATE/COUNTY-  MN/MORRISON
 AH8249  USGS QUAD   -  PIERZ LAKE (1978)
 AH8249
 AH8249                         *CURRENT SURVEY CONTROL
 AH8249  ___________________________________________________________________
 AH8249* NAD 83(1996)-  45 58 12.27133(N)    094 09 20.62159(W)     ADJUSTED  
 AH8249* NAVD 88     -       349.611  (meters)    1147.02   (feet)  ADJUSTED  
 AH8249  ___________________________________________________________________
 AH8249  X           -    -321,823.845 (meters)                     COMP
 AH8249  Y           -  -4,429,260.305 (meters)                     COMP
 AH8249  Z           -   4,563,168.519 (meters)                     COMP
 AH8249  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AH8249  ELLIP HEIGHT-         322.88  (meters)          (01/20/06) GPS OBS
 AH8249  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AH8249  DYNAMIC HT  -         349.618 (meters)    1147.04  (feet)  COMP
 AH8249  MODELED GRAV-     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 MN DEPT OF TRANSP in January 2006..
 AH8249
 AH8249.The orthometric height was determined by differential leveling
 AH8249.and adjusted by the National Geodetic Survey in August 2004..
 AH8249
 AH8249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8249
 AH8249.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8249
 AH8249.The ellipsoidal height was determined by GPS observations
 AH8249.and is referenced to NAD 83.
 AH8249
 AH8249.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH8249;SPC MN C     -   207,824.362   807,306.115   MT  0.99994219   +0 04 05.5
 AH8249;UTM  15      - 5,091,371.988   410,461.255   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  =   0.99964796
 AH8249
 AH8249                          SUPERSEDED SURVEY CONTROL
 AH8249
 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: 15TVL1046191372(NAD 83)
 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 = OCTOBER  6, 2006
 AH8250 ***********************************************************************
 AH8250  DESIGNATION -  4905 D
 AH8250  PID         -  AH8250
 AH8250  STATE/COUNTY-  MN/MORRISON
 AH8250  USGS QUAD   -  PIERZ LAKE (1978)
 AH8250
 AH8250                         *CURRENT SURVEY CONTROL
 AH8250  ___________________________________________________________________
 AH8250* NAD 83(1986)-  45 58 14.     (N)    094 10 15.     (W)     SCALED    
 AH8250* NAVD 88     -       341.481  (meters)    1120.34   (feet)  ADJUSTED  
 AH8250  ___________________________________________________________________
 AH8250  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AH8250  DYNAMIC HT  -         341.488 (meters)    1120.37  (feet)  COMP
 AH8250  MODELED GRAV-     980,625.6   (mgal)                       NAVD 88
 AH8250
 AH8250  VERT ORDER  -  SECOND    CLASS I
 AH8250
 AH8250.The horizontal coordinates were scaled from a topographic map and have
 AH8250.an estimated accuracy of +/- 6 seconds.
 AH8250
 AH8250.The orthometric height was determined by differential leveling
 AH8250.and adjusted by the National Geodetic Survey in August 2004..
 AH8250
 AH8250.The geoid height was determined by GEOID03.
 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     -   207,880.      806,140.      MT  (+/- 180 meters Scaled)
 AH8250
 AH8250                          SUPERSEDED SURVEY CONTROL
 AH8250
 AH8250.No superseded survey control is available for this station.
 AH8250
 AH8250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL092914(NAD 83)
 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 = OCTOBER  6, 2006
 AH8251 ***********************************************************************
 AH8251  DESIGNATION -  4905 E
 AH8251  PID         -  AH8251
 AH8251  STATE/COUNTY-  MN/MORRISON
 AH8251  USGS QUAD   -  PIERZ LAKE (1978)
 AH8251
 AH8251                         *CURRENT SURVEY CONTROL
 AH8251  ___________________________________________________________________
 AH8251* NAD 83(1996)-  45 58 11.83560(N)    094 11 21.90162(W)     ADJUSTED  
 AH8251* NAVD 88     -       344.183  (meters)    1129.21   (feet)  ADJUSTED  
 AH8251  ___________________________________________________________________
 AH8251  X           -    -324,428.548 (meters)                     COMP
 AH8251  Y           -  -4,429,076.223 (meters)                     COMP
 AH8251  Z           -   4,563,155.293 (meters)                     COMP
 AH8251  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 AH8251  ELLIP HEIGHT-         317.49  (meters)          (01/20/06) GPS OBS
 AH8251  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AH8251  DYNAMIC HT  -         344.191 (meters)    1129.23  (feet)  COMP
 AH8251  MODELED GRAV-     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 MN DEPT OF TRANSP in January 2006..
 AH8251
 AH8251.The orthometric height was determined by differential leveling
 AH8251.and adjusted by the National Geodetic Survey in August 2004..
 AH8251
 AH8251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8251
 AH8251.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8251
 AH8251.The ellipsoidal height was determined by GPS observations
 AH8251.and is referenced to NAD 83.
 AH8251
 AH8251.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH8251;SPC MN C     -   207,808.357   804,695.218   MT  0.99994220   +0 02 37.8
 AH8251;UTM  15      - 5,091,396.949   407,851.057   MT  0.99970439   -0 51 18.8
 AH8251
 AH8251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8251!SPC MN C     -   0.99995023  x   0.99994220  =   0.99989243
 AH8251!UTM  15      -   0.99995023  x   0.99970439  =   0.99965463
 AH8251
 AH8251                          SUPERSEDED SURVEY CONTROL
 AH8251
 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: 15TVL0785191397(NAD 83)
 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 = OCTOBER  6, 2006
 AH8252 ***********************************************************************
 AH8252  DESIGNATION -  4905 F
 AH8252  PID         -  AH8252
 AH8252  STATE/COUNTY-  MN/MORRISON
 AH8252  USGS QUAD   -  PIERZ LAKE (1978)
 AH8252
 AH8252                         *CURRENT SURVEY CONTROL
 AH8252  ___________________________________________________________________
 AH8252* NAD 83(1996)-  45 58 11.72976(N)    094 12 29.44779(W)     ADJUSTED  
 AH8252* NAVD 88     -       342.144  (meters)    1122.52   (feet)  ADJUSTED  
 AH8252  ___________________________________________________________________
 AH8252  X           -    -325,879.003 (meters)                     COMP
 AH8252  Y           -  -4,428,970.681 (meters)                     COMP
 AH8252  Z           -   4,563,151.562 (meters)                     COMP
 AH8252  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 AH8252  ELLIP HEIGHT-         315.46  (meters)          (01/20/06) GPS OBS
 AH8252  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AH8252  DYNAMIC HT  -         342.152 (meters)    1122.54  (feet)  COMP
 AH8252  MODELED GRAV-     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 MN DEPT OF TRANSP in January 2006..
 AH8252
 AH8252.The orthometric height was determined by differential leveling
 AH8252.and adjusted by the National Geodetic Survey in August 2004..
 AH8252
 AH8252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8252
 AH8252.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8252
 AH8252.The ellipsoidal height was determined by GPS observations
 AH8252.and is referenced to NAD 83.
 AH8252
 AH8252.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH8252;SPC MN C     -   207,804.149   803,241.087   MT  0.99994220   +0 01 48.9
 AH8252;UTM  15      - 5,091,415.553   406,397.383   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  =   0.99989275
 AH8252!UTM  15      -   0.99995055  x   0.99970771  =   0.99965827
 AH8252
 AH8252                          SUPERSEDED SURVEY CONTROL
 AH8252
 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: 15TVL0639791416(NAD 83)
 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 = OCTOBER  6, 2006
 AH8253 ***********************************************************************
 AH8253  DESIGNATION -  4905 G
 AH8253  PID         -  AH8253
 AH8253  STATE/COUNTY-  MN/MORRISON
 AH8253  USGS QUAD   -  PIERZ LAKE (1978)
 AH8253
 AH8253                         *CURRENT SURVEY CONTROL
 AH8253  ___________________________________________________________________
 AH8253* NAD 83(1986)-  45 58 12.     (N)    094 13 52.     (W)     SCALED    
 AH8253* NAVD 88     -       341.457  (meters)    1120.26   (feet)  ADJUSTED  
 AH8253  ___________________________________________________________________
 AH8253  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AH8253  DYNAMIC HT  -         341.466 (meters)    1120.29  (feet)  COMP
 AH8253  MODELED GRAV-     980,629.5   (mgal)                       NAVD 88
 AH8253
 AH8253  VERT ORDER  -  SECOND    CLASS I
 AH8253
 AH8253.The horizontal coordinates were scaled from a topographic map and have
 AH8253.an estimated accuracy of +/- 6 seconds.
 AH8253
 AH8253.The orthometric height was determined by differential leveling
 AH8253.and adjusted by the National Geodetic Survey in August 2004..
 AH8253
 AH8253.The geoid height was determined by GEOID03.
 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     -   207,810.      801,460.      MT  (+/- 180 meters Scaled)
 AH8253
 AH8253                          SUPERSEDED SURVEY CONTROL
 AH8253
 AH8253.No superseded survey control is available for this station.
 AH8253
 AH8253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL046914(NAD 83)
 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 = OCTOBER  6, 2006
 AH8254 ***********************************************************************
 AH8254  DESIGNATION -  4905 H
 AH8254  PID         -  AH8254
 AH8254  STATE/COUNTY-  MN/MORRISON
 AH8254  USGS QUAD   -  LITTLE FALLS EAST (1978)
 AH8254
 AH8254                         *CURRENT SURVEY CONTROL
 AH8254  ___________________________________________________________________
 AH8254* NAD 83(1996)-  45 58 12.61397(N)    094 15 01.09106(W)     ADJUSTED  
 AH8254* NAVD 88     -       343.066  (meters)    1125.54   (feet)  ADJUSTED  
 AH8254  ___________________________________________________________________
 AH8254  X           -    -329,133.632 (meters)                     COMP
 AH8254  Y           -  -4,428,710.992 (meters)                     COMP
 AH8254  Z           -   4,563,171.228 (meters)                     COMP
 AH8254  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 AH8254  ELLIP HEIGHT-         316.42  (meters)          (01/20/06) GPS OBS
 AH8254  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AH8254  DYNAMIC HT  -         343.075 (meters)    1125.57  (feet)  COMP
 AH8254  MODELED GRAV-     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 MN DEPT OF TRANSP in January 2006..
 AH8254
 AH8254.The orthometric height was determined by differential leveling
 AH8254.and adjusted by the National Geodetic Survey in August 2004..
 AH8254
 AH8254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8254
 AH8254.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8254
 AH8254.The ellipsoidal height was determined by GPS observations
 AH8254.and is referenced to NAD 83.
 AH8254
 AH8254.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH8254;SPC MN C     -   207,830.592   799,976.512   MT  0.99994217   -0 00 00.8
 AH8254;UTM  15      - 5,091,493.189   403,134.377   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  =   0.99989257
 AH8254!UTM  15      -   0.99995040  x   0.99971535  =   0.99966576
 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  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_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 = OCTOBER  6, 2006
 AH8255 ***********************************************************************
 AH8255  DESIGNATION -  4905 J
 AH8255  PID         -  AH8255
 AH8255  STATE/COUNTY-  MN/MORRISON
 AH8255  USGS QUAD   -  LITTLE FALLS EAST (1978)
 AH8255
 AH8255                         *CURRENT SURVEY CONTROL
 AH8255  ___________________________________________________________________
 AH8255* NAD 83(1996)-  45 58 11.21562(N)    094 16 12.64834(W)     ADJUSTED  
 AH8255* NAVD 88     -       358.419  (meters)    1175.91   (feet)  ADJUSTED  
 AH8255  ___________________________________________________________________
 AH8255  X           -    -330,673.126 (meters)                     COMP
 AH8255  Y           -  -4,428,638.159 (meters)                     COMP
 AH8255  Z           -   4,563,152.276 (meters)                     COMP
 AH8255  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AH8255  ELLIP HEIGHT-         331.80  (meters)          (01/20/06) GPS OBS
 AH8255  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AH8255  DYNAMIC HT  -         358.429 (meters)    1175.95  (feet)  COMP
 AH8255  MODELED GRAV-     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 MN DEPT OF TRANSP in January 2006..
 AH8255
 AH8255.The orthometric height was determined by differential leveling
 AH8255.and adjusted by the National Geodetic Survey in August 2004..
 AH8255
 AH8255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8255
 AH8255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8255
 AH8255.The ellipsoidal height was determined by GPS observations
 AH8255.and is referenced to NAD 83.
 AH8255
 AH8255.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH8255;SPC MN C     -   207,787.620   798,436.023   MT  0.99994222   -0 00 52.6
 AH8255;UTM  15      - 5,091,474.389   401,593.750   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  =   0.99989021
 AH8255!UTM  15      -   0.99994799  x   0.99971905  =   0.99966705
 AH8255
 AH8255                          SUPERSEDED SURVEY CONTROL
 AH8255
 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: 15TVL0159491474(NAD 83)
 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 = OCTOBER  6, 2006
 AH8256 ***********************************************************************
 AH8256  DESIGNATION -  4905 K
 AH8256  PID         -  AH8256
 AH8256  STATE/COUNTY-  MN/MORRISON
 AH8256  USGS QUAD   -  LITTLE FALLS EAST (1978)
 AH8256
 AH8256                         *CURRENT SURVEY CONTROL
 AH8256  ___________________________________________________________________
 AH8256* NAD 83(1986)-  45 58 09.     (N)    094 17 22.     (W)     SCALED    
 AH8256* NAVD 88     -       376.730  (meters)    1235.99   (feet)  ADJUSTED  
 AH8256  ___________________________________________________________________
 AH8256  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AH8256  DYNAMIC HT  -         376.740 (meters)    1236.02  (feet)  COMP
 AH8256  MODELED GRAV-     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
 AH8256.and adjusted by the National Geodetic Survey in August 2004..
 AH8256
 AH8256.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH8257 ***********************************************************************
 AH8257  DESIGNATION -  4905 L
 AH8257  PID         -  AH8257
 AH8257  STATE/COUNTY-  MN/MORRISON
 AH8257  USGS QUAD   -  LITTLE FALLS EAST (1978)
 AH8257
 AH8257                         *CURRENT SURVEY CONTROL
 AH8257  ___________________________________________________________________
 AH8257* NAD 83(1986)-  45 58 07.     (N)    094 18 28.     (W)     SCALED    
 AH8257* NAVD 88     -       356.388  (meters)    1169.25   (feet)  ADJUSTED  
 AH8257  ___________________________________________________________________
 AH8257  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AH8257  DYNAMIC HT  -         356.397 (meters)    1169.28  (feet)  COMP
 AH8257  MODELED GRAV-     980,630.3   (mgal)                       NAVD 88
 AH8257
 AH8257  VERT ORDER  -  SECOND    CLASS I
 AH8257
 AH8257.The horizontal coordinates were scaled from a topographic map and have
 AH8257.an estimated accuracy of +/- 6 seconds.
 AH8257
 AH8257.The orthometric height was determined by differential leveling
 AH8257.and adjusted by the National Geodetic Survey in August 2004..
 AH8257
 AH8257.The geoid height was determined by GEOID03.
 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     -   207,660.      795,520.      MT  (+/- 180 meters Scaled)
 AH8257
 AH8257                          SUPERSEDED SURVEY CONTROL
 AH8257
 AH8257.No superseded survey control is available for this station.
 AH8257
 AH8257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL986913(NAD 83)
 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 = OCTOBER  6, 2006
 AH8260 ***********************************************************************
 AH8260  DESIGNATION -  4905 N
 AH8260  PID         -  AH8260
 AH8260  STATE/COUNTY-  MN/MORRISON
 AH8260  USGS QUAD   -  LITTLE FALLS EAST (1978)
 AH8260
 AH8260                         *CURRENT SURVEY CONTROL
 AH8260  ___________________________________________________________________
 AH8260* NAD 83(1996)-  45 58 35.76420(N)    094 21 18.11426(W)     ADJUSTED  
 AH8260* NAVD 88     -       340.589  (meters)    1117.42   (feet)  ADJUSTED  
 AH8260  ___________________________________________________________________
 AH8260  X           -    -337,188.987 (meters)                     COMP
 AH8260  Y           -  -4,427,587.848 (meters)                     COMP
 AH8260  Z           -   4,563,666.285 (meters)                     COMP
 AH8260  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AH8260  ELLIP HEIGHT-         314.02  (meters)          (01/20/06) GPS OBS
 AH8260  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH8260  DYNAMIC HT  -         340.598 (meters)    1117.45  (feet)  COMP
 AH8260  MODELED GRAV-     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 MN DEPT OF TRANSP in January 2006..
 AH8260
 AH8260.The orthometric height was determined by differential leveling
 AH8260.and adjusted by the National Geodetic Survey in August 2004..
 AH8260
 AH8260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8260
 AH8260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8260
 AH8260.The ellipsoidal height was determined by GPS observations
 AH8260.and is referenced to NAD 83.
 AH8260
 AH8260.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH8260;SPC MN C     -   208,550.716   791,860.945   MT  0.99994147   -0 04 33.5
 AH8260;UTM  15      - 5,092,340.318   395,032.857   MT  0.99973545   -0 58 28.0
 AH8260
 AH8260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8260!SPC MN C     -   0.99995077  x   0.99994147  =   0.99989225
 AH8260!UTM  15      -   0.99995077  x   0.99973545  =   0.99968624
 AH8260
 AH8260                          SUPERSEDED SURVEY CONTROL
 AH8260
 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: 15TUL9503392340(NAD 83)
 AH8260_MARKER: DV = VERTICAL CONTROL 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 - June 13, 2005
 AH8260_ROD/PIPE-DEPTH:  4.3 meters
 AH8260
 AH8260  HISTORY     - Date     Condition        Report By
 AH8260  HISTORY     - 1993     MONUMENTED       MNDT
 AH8260  HISTORY     - 20050613 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 (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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8231 ***********************************************************************
 AH8231  DESIGNATION -  4906 A
 AH8231  PID         -  AH8231
 AH8231  STATE/COUNTY-  MN/MORRISON
 AH8231  USGS QUAD   -  HILLMAN (1968)
 AH8231
 AH8231                         *CURRENT SURVEY CONTROL
 AH8231  ___________________________________________________________________
 AH8231* NAD 83(1986)-  46 02 55.     (N)    093 56 47.     (W)     SCALED    
 AH8231* NAVD 88     -       377.678  (meters)    1239.10   (feet)  ADJUSTED  
 AH8231  ___________________________________________________________________
 AH8231  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AH8231  DYNAMIC HT  -         377.683 (meters)    1239.12  (feet)  COMP
 AH8231  MODELED GRAV-     980,617.3   (mgal)                       NAVD 88
 AH8231
 AH8231  VERT ORDER  -  SECOND    CLASS I
 AH8231
 AH8231.The horizontal coordinates were scaled from a topographic map and have
 AH8231.an estimated accuracy of +/- 6 seconds.
 AH8231
 AH8231.The orthometric height was determined by differential leveling
 AH8231.and adjusted by the National Geodetic Survey in August 2004..
 AH8231
 AH8231.The geoid height was determined by GEOID03.
 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     -   216,590.      823,500.      MT  (+/- 180 meters Scaled)
 AH8231
 AH8231                          SUPERSEDED SURVEY CONTROL
 AH8231
 AH8231.No superseded survey control is available for this station.
 AH8231
 AH8231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL267998(NAD 83)
 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 = OCTOBER  6, 2006
 AH8229 ***********************************************************************
 AH8229  DESIGNATION -  4906 B
 AH8229  PID         -  AH8229
 AH8229  STATE/COUNTY-  MN/MORRISON
 AH8229  USGS QUAD   -  HILLMAN (1968)
 AH8229
 AH8229                         *CURRENT SURVEY CONTROL
 AH8229  ___________________________________________________________________
 AH8229* NAD 83(1986)-  46 03 39.     (N)    093 55 42.     (W)     SCALED    
 AH8229* NAVD 88     -       380.047  (meters)    1246.87   (feet)  ADJUSTED  
 AH8229  ___________________________________________________________________
 AH8229  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AH8229  DYNAMIC HT  -         380.053 (meters)    1246.89  (feet)  COMP
 AH8229  MODELED GRAV-     980,617.4   (mgal)                       NAVD 88
 AH8229
 AH8229  VERT ORDER  -  SECOND    CLASS I
 AH8229
 AH8229.The horizontal coordinates were scaled from a topographic map and have
 AH8229.an estimated accuracy of +/- 6 seconds.
 AH8229
 AH8229.The orthometric height was determined by differential leveling
 AH8229.and adjusted by the National Geodetic Survey in August 2004..
 AH8229
 AH8229.The geoid height was determined by GEOID03.
 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     -   217,960.      824,890.      MT  (+/- 180 meters Scaled)
 AH8229
 AH8229                          SUPERSEDED SURVEY CONTROL
 AH8229
 AH8229.No superseded survey control is available for this station.
 AH8229
 AH8229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM281012(NAD 83)
 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 = OCTOBER  6, 2006
 AH8224 ***********************************************************************
 AH8224  DESIGNATION -  4906 F
 AH8224  PID         -  AH8224
 AH8224  STATE/COUNTY-  MN/MORRISON
 AH8224  USGS QUAD   -  HILLMAN SE (1968)
 AH8224
 AH8224                         *CURRENT SURVEY CONTROL
 AH8224  ___________________________________________________________________
 AH8224* NAD 83(1986)-  46 04 40.     (N)    093 52 11.     (W)     SCALED    
 AH8224* NAVD 88     -       394.151  (meters)    1293.14   (feet)  ADJUSTED  
 AH8224  ___________________________________________________________________
 AH8224  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AH8224  DYNAMIC HT  -         394.156 (meters)    1293.16  (feet)  COMP
 AH8224  MODELED GRAV-     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
 AH8224.and adjusted by the National Geodetic Survey in August 2004..
 AH8224
 AH8224.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH8225 ***********************************************************************
 AH8225  DESIGNATION -  4906 G
 AH8225  PID         -  AH8225
 AH8225  STATE/COUNTY-  MN/MORRISON
 AH8225  USGS QUAD   -  HILLMAN (1968)
 AH8225
 AH8225                         *CURRENT SURVEY CONTROL
 AH8225  ___________________________________________________________________
 AH8225* NAD 83(1986)-  46 04 39.     (N)    093 53 15.     (W)     SCALED    
 AH8225* NAVD 88     -       386.876  (meters)    1269.28   (feet)  ADJUSTED  
 AH8225  ___________________________________________________________________
 AH8225  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AH8225  DYNAMIC HT  -         386.881 (meters)    1269.29  (feet)  COMP
 AH8225  MODELED GRAV-     980,616.4   (mgal)                       NAVD 88
 AH8225
 AH8225  VERT ORDER  -  SECOND    CLASS I
 AH8225
 AH8225.The horizontal coordinates were scaled from a topographic map and have
 AH8225.an estimated accuracy of +/- 6 seconds.
 AH8225
 AH8225.The orthometric height was determined by differential leveling
 AH8225.and adjusted by the National Geodetic Survey in August 2004..
 AH8225
 AH8225.The geoid height was determined by GEOID03.
 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     -   219,820.      828,040.      MT  (+/- 180 meters Scaled)
 AH8225
 AH8225                          SUPERSEDED SURVEY CONTROL
 AH8225
 AH8225.No superseded survey control is available for this station.
 AH8225
 AH8225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM313030(NAD 83)
 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 = OCTOBER  6, 2006
 AH8226 ***********************************************************************
 AH8226  DESIGNATION -  4906 H
 AH8226  PID         -  AH8226
 AH8226  STATE/COUNTY-  MN/MORRISON
 AH8226  USGS QUAD   -  HILLMAN (1968)
 AH8226
 AH8226                         *CURRENT SURVEY CONTROL
 AH8226  ___________________________________________________________________
 AH8226* NAD 83(1986)-  46 04 35.     (N)    093 53 36.     (W)     SCALED    
 AH8226* NAVD 88     -       390.429  (meters)    1280.93   (feet)  ADJUSTED  
 AH8226  ___________________________________________________________________
 AH8226  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AH8226  DYNAMIC HT  -         390.435 (meters)    1280.95  (feet)  COMP
 AH8226  MODELED GRAV-     980,616.6   (mgal)                       NAVD 88
 AH8226
 AH8226  VERT ORDER  -  SECOND    CLASS I
 AH8226
 AH8226.The horizontal coordinates were scaled from a topographic map and have
 AH8226.an estimated accuracy of +/- 6 seconds.
 AH8226
 AH8226.The orthometric height was determined by differential leveling
 AH8226.and adjusted by the National Geodetic Survey in August 2004..
 AH8226
 AH8226.The geoid height was determined by GEOID03.
 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     -   219,700.      827,590.      MT  (+/- 180 meters Scaled)
 AH8226
 AH8226                          SUPERSEDED SURVEY CONTROL
 AH8226
 AH8226.No superseded survey control is available for this station.
 AH8226
 AH8226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM309029(NAD 83)
 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 = OCTOBER  6, 2006
 AH8227 ***********************************************************************
 AH8227  DESIGNATION -  4906 J
 AH8227  PID         -  AH8227
 AH8227  STATE/COUNTY-  MN/MORRISON
 AH8227  USGS QUAD   -  HILLMAN (1968)
 AH8227
 AH8227                         *CURRENT SURVEY CONTROL
 AH8227  ___________________________________________________________________
 AH8227* NAD 83(1996)-  46 04 23.57245(N)    093 54 21.07612(W)     ADJUSTED  
 AH8227* NAVD 88     -       390.457  (meters)    1281.02   (feet)  ADJUSTED  
 AH8227  ___________________________________________________________________
 AH8227  X           -    -301,944.263 (meters)                     COMP
 AH8227  Y           -  -4,422,418.945 (meters)                     COMP
 AH8227  Z           -   4,571,158.681 (meters)                     COMP
 AH8227  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 AH8227  ELLIP HEIGHT-         363.48  (meters)          (01/20/06) GPS OBS
 AH8227  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AH8227  DYNAMIC HT  -         390.463 (meters)    1281.04  (feet)  COMP
 AH8227  MODELED GRAV-     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 MN DEPT OF TRANSP in January 2006..
 AH8227
 AH8227.The orthometric height was determined by differential leveling
 AH8227.and adjusted by the National Geodetic Survey in August 2004..
 AH8227
 AH8227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8227
 AH8227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8227
 AH8227.The ellipsoidal height was determined by GPS observations
 AH8227.and is referenced to NAD 83.
 AH8227
 AH8227.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH8227;SPC MN C     -   219,341.229   826,621.581   MT  0.99993240   +0 14 56.2
 AH8227;UTM  15      - 5,102,581.026   429,950.269   MT  0.99966032   -0 39 08.8
 AH8227
 AH8227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8227!SPC MN C     -   0.99994302  x   0.99993240  =   0.99987543
 AH8227!UTM  15      -   0.99994302  x   0.99966032  =   0.99960336
 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  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_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 = OCTOBER  6, 2006
 AH8228 ***********************************************************************
 AH8228  DESIGNATION -  4906 K
 AH8228  PID         -  AH8228
 AH8228  STATE/COUNTY-  MN/MORRISON
 AH8228  USGS QUAD   -  HILLMAN (1968)
 AH8228
 AH8228                         *CURRENT SURVEY CONTROL
 AH8228  ___________________________________________________________________
 AH8228* NAD 83(1996)-  46 04 02.74235(N)    093 54 59.54301(W)     ADJUSTED  
 AH8228* NAVD 88     -       389.709  (meters)    1278.57   (feet)  ADJUSTED  
 AH8228  ___________________________________________________________________
 AH8228  X           -    -302,800.611 (meters)                     COMP
 AH8228  Y           -  -4,422,824.184 (meters)                     COMP
 AH8228  Z           -   4,570,711.932 (meters)                     COMP
 AH8228  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 AH8228  ELLIP HEIGHT-         362.75  (meters)          (01/20/06) GPS OBS
 AH8228  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AH8228  DYNAMIC HT  -         389.715 (meters)    1278.59  (feet)  COMP
 AH8228  MODELED GRAV-     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 MN DEPT OF TRANSP in January 2006..
 AH8228
 AH8228.The orthometric height was determined by differential leveling
 AH8228.and adjusted by the National Geodetic Survey in August 2004..
 AH8228
 AH8228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8228
 AH8228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8228
 AH8228.The ellipsoidal height was determined by GPS observations
 AH8228.and is referenced to NAD 83.
 AH8228
 AH8228.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH8228;SPC MN C     -   218,694.598   825,797.730   MT  0.99993287   +0 14 28.4
 AH8228;UTM  15      - 5,101,947.606   429,116.574   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  =   0.99987601
 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  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: 15TVM2911701948(NAD 83)
 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 = OCTOBER  6, 2006
 AH8230 ***********************************************************************
 AH8230  DESIGNATION -  4906 L
 AH8230  PID         -  AH8230
 AH8230  STATE/COUNTY-  MN/MORRISON
 AH8230  USGS QUAD   -  HILLMAN (1968)
 AH8230
 AH8230                         *CURRENT SURVEY CONTROL
 AH8230  ___________________________________________________________________
 AH8230* NAD 83(1986)-  46 03 11.     (N)    093 56 13.     (W)     SCALED    
 AH8230* NAVD 88     -       386.202  (meters)    1267.06   (feet)  ADJUSTED  
 AH8230  ___________________________________________________________________
 AH8230  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AH8230  DYNAMIC HT  -         386.208 (meters)    1267.08  (feet)  COMP
 AH8230  MODELED GRAV-     980,617.2   (mgal)                       NAVD 88
 AH8230
 AH8230  VERT ORDER  -  SECOND    CLASS I
 AH8230
 AH8230.The horizontal coordinates were scaled from a topographic map and have
 AH8230.an estimated accuracy of +/- 6 seconds.
 AH8230
 AH8230.The orthometric height was determined by differential leveling
 AH8230.and adjusted by the National Geodetic Survey in August 2004..
 AH8230
 AH8230.The geoid height was determined by GEOID03.
 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     -   217,090.      824,230.      MT  (+/- 180 meters Scaled)
 AH8230
 AH8230                          SUPERSEDED SURVEY CONTROL
 AH8230
 AH8230.No superseded survey control is available for this station.
 AH8230
 AH8230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM275003(NAD 83)
 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 = OCTOBER  6, 2006
 AH8232 ***********************************************************************
 AH8232  DESIGNATION -  4906 M
 AH8232  PID         -  AH8232
 AH8232  STATE/COUNTY-  MN/MORRISON
 AH8232  USGS QUAD   -  HILLMAN (1968)
 AH8232
 AH8232                         *CURRENT SURVEY CONTROL
 AH8232  ___________________________________________________________________
 AH8232* NAD 83(1996)-  46 02 53.37574(N)    093 57 17.78809(W)     ADJUSTED  
 AH8232* NAVD 88     -       382.925  (meters)    1256.31   (feet)  ADJUSTED  
 AH8232  ___________________________________________________________________
 AH8232  X           -    -305,870.905 (meters)                     COMP
 AH8232  Y           -  -4,424,154.133 (meters)                     COMP
 AH8232  Z           -   4,569,220.771 (meters)                     COMP
 AH8232  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 AH8232  ELLIP HEIGHT-         356.01  (meters)          (01/20/06) GPS OBS
 AH8232  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AH8232  DYNAMIC HT  -         382.931 (meters)    1256.33  (feet)  COMP
 AH8232  MODELED GRAV-     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 MN DEPT OF TRANSP in January 2006..
 AH8232
 AH8232.The orthometric height was determined by differential leveling
 AH8232.and adjusted by the National Geodetic Survey in August 2004..
 AH8232
 AH8232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8232
 AH8232.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8232
 AH8232.The ellipsoidal height was determined by GPS observations
 AH8232.and is referenced to NAD 83.
 AH8232
 AH8232.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH8232;SPC MN C     -   216,541.226   822,834.846   MT  0.99993448   +0 12 48.4
 AH8232;UTM  15      - 5,099,841.665   426,120.997   MT  0.99966710   -0 41 15.1
 AH8232
 AH8232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8232!SPC MN C     -   0.99994419  x   0.99993448  =   0.99987868
 AH8232!UTM  15      -   0.99994419  x   0.99966710  =   0.99961131
 AH8232
 AH8232                          SUPERSEDED SURVEY CONTROL
 AH8232
 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: 15TVL2612199842(NAD 83)
 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 = OCTOBER  6, 2006
 AH8233 ***********************************************************************
 AH8233  DESIGNATION -  4906 N
 AH8233  PID         -  AH8233
 AH8233  STATE/COUNTY-  MN/MORRISON
 AH8233  USGS QUAD   -  HILLMAN (1968)
 AH8233
 AH8233                         *CURRENT SURVEY CONTROL
 AH8233  ___________________________________________________________________
 AH8233* NAD 83(1986)-  46 02 52.     (N)    093 58 06.     (W)     SCALED    
 AH8233* NAVD 88     -       383.039  (meters)    1256.69   (feet)  ADJUSTED  
 AH8233  ___________________________________________________________________
 AH8233  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AH8233  DYNAMIC HT  -         383.045 (meters)    1256.71  (feet)  COMP
 AH8233  MODELED GRAV-     980,618.8   (mgal)                       NAVD 88
 AH8233
 AH8233  VERT ORDER  -  SECOND    CLASS I
 AH8233
 AH8233.The horizontal coordinates were scaled from a topographic map and have
 AH8233.an estimated accuracy of +/- 6 seconds.
 AH8233
 AH8233.The orthometric height was determined by differential leveling
 AH8233.and adjusted by the National Geodetic Survey in August 2004..
 AH8233
 AH8233.The geoid height was determined by GEOID03.
 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     -   216,500.      821,800.      MT  (+/- 180 meters Scaled)
 AH8233
 AH8233                          SUPERSEDED SURVEY CONTROL
 AH8233
 AH8233.No superseded survey control is available for this station.
 AH8233
 AH8233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL250998(NAD 83)
 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 = OCTOBER  6, 2006
 AH8234 ***********************************************************************
 AH8234  DESIGNATION -  4906 P
 AH8234  PID         -  AH8234
 AH8234  STATE/COUNTY-  MN/MORRISON
 AH8234  USGS QUAD   -  HILLMAN (1968)
 AH8234
 AH8234                         *CURRENT SURVEY CONTROL
 AH8234  ___________________________________________________________________
 AH8234* NAD 83(1996)-  46 02 40.24434(N)    093 58 42.60175(W)     ADJUSTED  
 AH8234* NAVD 88     -       374.739  (meters)    1229.46   (feet)  ADJUSTED  
 AH8234  ___________________________________________________________________
 AH8234  X           -    -307,709.898 (meters)                     COMP
 AH8234  Y           -  -4,424,313.528 (meters)                     COMP
 AH8234  Z           -   4,568,933.475 (meters)                     COMP
 AH8234  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 AH8234  ELLIP HEIGHT-         347.85  (meters)          (01/20/06) GPS OBS
 AH8234  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AH8234  DYNAMIC HT  -         374.744 (meters)    1229.47  (feet)  COMP
 AH8234  MODELED GRAV-     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 MN DEPT OF TRANSP in January 2006..
 AH8234
 AH8234.The orthometric height was determined by differential leveling
 AH8234.and adjusted by the National Geodetic Survey in August 2004..
 AH8234
 AH8234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8234
 AH8234.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8234
 AH8234.The ellipsoidal height was determined by GPS observations
 AH8234.and is referenced to NAD 83.
 AH8234
 AH8234.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH8234;SPC MN C     -   216,129.294   821,012.966   MT  0.99993480   +0 11 47.0
 AH8234;UTM  15      - 5,099,458.531   424,293.352   MT  0.99967046   -0 42 16.0
 AH8234
 AH8234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8234!SPC MN C     -   0.99994547  x   0.99993480  =   0.99988027
 AH8234!UTM  15      -   0.99994547  x   0.99967046  =   0.99961595
 AH8234
 AH8234:                Primary Azimuth Mark                     Grid Az
 AH8234:SPC MN C     -  4906 Q                                   253 24 10.8
 AH8234:UTM  15      -  4906 Q                                   254 18 13.8
 AH8234
 AH8234|---------------------------------------------------------------------|
 AH8234| PID    Reference Object                     Distance      Geod. Az  |
 AH8234|                                                           dddmmss.s |
 AH8234| AH8235 4906 Q                              APPROX. 1.2 KM 2533557.8 |
 AH8234|---------------------------------------------------------------------|
 AH8234
 AH8234                          SUPERSEDED SURVEY CONTROL
 AH8234
 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: 15TVL2429399459(NAD 83)
 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 = OCTOBER  6, 2006
 AH8235 ***********************************************************************
 AH8235  DESIGNATION -  4906 Q
 AH8235  PID         -  AH8235
 AH8235  STATE/COUNTY-  MN/MORRISON
 AH8235  USGS QUAD   -  HILLMAN (1968)
 AH8235
 AH8235                         *CURRENT SURVEY CONTROL
 AH8235  ___________________________________________________________________
 AH8235* NAD 83(1996)-  46 02 29.09028(N)    093 59 37.00289(W)     ADJUSTED  
 AH8235* NAVD 88     -       398.371  (meters)    1306.99   (feet)  ADJUSTED  
 AH8235  ___________________________________________________________________
 AH8235  X           -    -308,895.185 (meters)                     COMP
 AH8235  Y           -  -4,424,495.924 (meters)                     COMP
 AH8235  Z           -   4,568,711.447 (meters)                     COMP
 AH8235  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 AH8235  ELLIP HEIGHT-         371.51  (meters)          (01/20/06) GPS OBS
 AH8235  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AH8235  DYNAMIC HT  -         398.378 (meters)    1307.01  (feet)  COMP
 AH8235  MODELED GRAV-     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 MN DEPT OF TRANSP in January 2006..
 AH8235
 AH8235.The orthometric height was determined by differential leveling
 AH8235.and adjusted by the National Geodetic Survey in August 2004..
 AH8235
 AH8235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8235
 AH8235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8235
 AH8235.The ellipsoidal height was determined by GPS observations
 AH8235.and is referenced to NAD 83.
 AH8235
 AH8235.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH8235;SPC MN C     -   215,781.032   819,844.521   MT  0.99993508   +0 11 07.7
 AH8235;UTM  15      - 5,099,128.769   423,119.885   MT  0.99967266   -0 42 55.0
 AH8235
 AH8235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8235!SPC MN C     -   0.99994176  x   0.99993508  =   0.99987685
 AH8235!UTM  15      -   0.99994176  x   0.99967266  =   0.99961444
 AH8235
 AH8235:                Primary Azimuth Mark                     Grid Az
 AH8235:SPC MN C     -  4906 P                                   073 24 10.9
 AH8235:UTM  15      -  4906 P                                   074 18 13.6
 AH8235
 AH8235|---------------------------------------------------------------------|
 AH8235| PID    Reference Object                     Distance      Geod. Az  |
 AH8235|                                                           dddmmss.s |
 AH8235| AH8234 4906 P                              APPROX. 1.2 KM 0733518.6 |
 AH8235| AB9998 4906 R                              APPROX. 1.2 KM 2675841.8 |
 AH8235|---------------------------------------------------------------------|
 AH8235
 AH8235                          SUPERSEDED SURVEY CONTROL
 AH8235
 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: 15TVL2312099129(NAD 83)
 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 = OCTOBER  6, 2006
 AB9998 ***********************************************************************
 AB9998  CBN         -  This is a Cooperative Base Network Control Station.
 AB9998  DESIGNATION -  4906 R
 AB9998  PID         -  AB9998
 AB9998  STATE/COUNTY-  MN/MORRISON
 AB9998  USGS QUAD   -  LASTRUP (1981)
 AB9998
 AB9998                         *CURRENT SURVEY CONTROL
 AB9998  ___________________________________________________________________
 AB9998* NAD 83(1996)-  46 02 27.71504(N)    094 00 32.79125(W)     ADJUSTED  
 AB9998* NAVD 88     -       398.938  (meters)    1308.85   (feet)  ADJUSTED  
 AB9998  ___________________________________________________________________
 AB9998  X           -    -310,094.031 (meters)                     COMP
 AB9998  Y           -  -4,424,443.109 (meters)                     COMP
 AB9998  Z           -   4,568,682.389 (meters)                     COMP
 AB9998  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 AB9998  ELLIP HEIGHT-         372.09  (meters)          (01/15/97) GPS OBS
 AB9998  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AB9998  DYNAMIC HT  -         398.946 (meters)    1308.88  (feet)  COMP
 AB9998  MODELED GRAV-     980,621.4   (mgal)                       NAVD 88
 AB9998
 AB9998  HORZ ORDER  -  B
 AB9998  VERT ORDER  -  SECOND    CLASS I
 AB9998  ELLP ORDER  -  FOURTH    CLASS I
 AB9998
 AB9998.The horizontal coordinates were established by GPS observations
 AB9998.and adjusted by the National Geodetic Survey in January 1997..
 AB9998
 AB9998.The orthometric height was determined by differential leveling
 AB9998.and adjusted by the National Geodetic Survey in August 2004..
 AB9998
 AB9998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9998
 AB9998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9998
 AB9998.The ellipsoidal height was determined by GPS observations
 AB9998.and is referenced to NAD 83.
 AB9998
 AB9998.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AB9998;SPC MN C     -   215,734.808   818,645.199   MT  0.99993511   +0 10 27.3
 AB9998;UTM  15      - 5,099,101.411   421,920.299   MT  0.99967494   -0 43 35.1
 AB9998
 AB9998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9998!SPC MN C     -   0.99994167  x   0.99993511  =   0.99987679
 AB9998!UTM  15      -   0.99994167  x   0.99967494  =   0.99961663
 AB9998
 AB9998:                Primary Azimuth Mark                     Grid Az
 AB9998:SPC MN C     -  4906 Q                                   087 47 34.3
 AB9998:UTM  15      -  4906 Q                                   088 41 36.7
 AB9998
 AB9998|---------------------------------------------------------------------|
 AB9998| PID    Reference Object                     Distance      Geod. Az  |
 AB9998|                                                           dddmmss.s |
 AB9998| AH8235 4906 Q                              APPROX. 1.2 KM 0875801.6 |
 AB9998|---------------------------------------------------------------------|
 AB9998
 AB9998                          SUPERSEDED SURVEY CONTROL
 AB9998
 AB9998  NAVD 88 (05/10/02)  398.94   (m)         1308.9    (f) LEVELING    3  
 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_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 = OCTOBER  6, 2006
 AH8236 ***********************************************************************
 AH8236  DESIGNATION -  4906 S
 AH8236  PID         -  AH8236
 AH8236  STATE/COUNTY-  MN/MORRISON
 AH8236  USGS QUAD   -  LASTRUP (1981)
 AH8236
 AH8236                         *CURRENT SURVEY CONTROL
 AH8236  ___________________________________________________________________
 AH8236* NAD 83(1986)-  46 02 23.     (N)    094 01 15.     (W)     SCALED    
 AH8236* NAVD 88     -       394.859  (meters)    1295.47   (feet)  ADJUSTED  
 AH8236  ___________________________________________________________________
 AH8236  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AH8236  DYNAMIC HT  -         394.867 (meters)    1295.49  (feet)  COMP
 AH8236  MODELED GRAV-     980,622.2   (mgal)                       NAVD 88
 AH8236
 AH8236  VERT ORDER  -  SECOND    CLASS I
 AH8236
 AH8236.The horizontal coordinates were scaled from a topographic map and have
 AH8236.an estimated accuracy of +/- 6 seconds.
 AH8236
 AH8236.The orthometric height was determined by differential leveling
 AH8236.and adjusted by the National Geodetic Survey in August 2004..
 AH8236
 AH8236.The geoid height was determined by GEOID03.
 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     -   215,590.      817,740.      MT  (+/- 180 meters Scaled)
 AH8236
 AH8236                          SUPERSEDED SURVEY CONTROL
 AH8236
 AH8236.No superseded survey control is available for this station.
 AH8236
 AH8236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL210989(NAD 83)
 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 = OCTOBER  6, 2006
 AH8237 ***********************************************************************
 AH8237  DESIGNATION -  4906 T
 AH8237  PID         -  AH8237
 AH8237  STATE/COUNTY-  MN/MORRISON
 AH8237  USGS QUAD   -  LASTRUP (1981)
 AH8237
 AH8237                         *CURRENT SURVEY CONTROL
 AH8237  ___________________________________________________________________
 AH8237* NAD 83(1986)-  46 02 25.     (N)    094 02 23.     (W)     SCALED    
 AH8237* NAVD 88     -       385.088  (meters)    1263.41   (feet)  ADJUSTED  
 AH8237  ___________________________________________________________________
 AH8237  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AH8237  DYNAMIC HT  -         385.096 (meters)    1263.44  (feet)  COMP
 AH8237  MODELED GRAV-     980,623.7   (mgal)                       NAVD 88
 AH8237
 AH8237  VERT ORDER  -  SECOND    CLASS I
 AH8237
 AH8237.The horizontal coordinates were scaled from a topographic map and have
 AH8237.an estimated accuracy of +/- 6 seconds.
 AH8237
 AH8237.The orthometric height was determined by differential leveling
 AH8237.and adjusted by the National Geodetic Survey in August 2004..
 AH8237
 AH8237.The geoid height was determined by GEOID03.
 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     -   215,640.      816,280.      MT  (+/- 180 meters Scaled)
 AH8237
 AH8237                          SUPERSEDED SURVEY CONTROL
 AH8237
 AH8237.No superseded survey control is available for this station.
 AH8237
 AH8237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL195990(NAD 83)
 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 = OCTOBER  6, 2006
 AH8238 ***********************************************************************
 AH8238  DESIGNATION -  4906 U
 AH8238  PID         -  AH8238
 AH8238  STATE/COUNTY-  MN/MORRISON
 AH8238  USGS QUAD   -  LASTRUP (1981)
 AH8238
 AH8238                         *CURRENT SURVEY CONTROL
 AH8238  ___________________________________________________________________
 AH8238* NAD 83(1986)-  46 02 27.     (N)    094 03 25.     (W)     SCALED    
 AH8238* NAVD 88     -       380.524  (meters)    1248.44   (feet)  ADJUSTED  
 AH8238  ___________________________________________________________________
 AH8238  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AH8238  DYNAMIC HT  -         380.533 (meters)    1248.47  (feet)  COMP
 AH8238  MODELED GRAV-     980,625.0   (mgal)                       NAVD 88
 AH8238
 AH8238  VERT ORDER  -  SECOND    CLASS I
 AH8238
 AH8238.The horizontal coordinates were scaled from a topographic map and have
 AH8238.an estimated accuracy of +/- 6 seconds.
 AH8238
 AH8238.The orthometric height was determined by differential leveling
 AH8238.and adjusted by the National Geodetic Survey in August 2004..
 AH8238
 AH8238.The geoid height was determined by GEOID03.
 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     -   215,700.      814,940.      MT  (+/- 180 meters Scaled)
 AH8238
 AH8238                          SUPERSEDED SURVEY CONTROL
 AH8238
 AH8238.No superseded survey control is available for this station.
 AH8238
 AH8238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL182991(NAD 83)
 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 = OCTOBER  6, 2006
 AH8239 ***********************************************************************
 AH8239  DESIGNATION -  4906 V
 AH8239  PID         -  AH8239
 AH8239  STATE/COUNTY-  MN/MORRISON
 AH8239  USGS QUAD   -  LASTRUP (1981)
 AH8239
 AH8239                         *CURRENT SURVEY CONTROL
 AH8239  ___________________________________________________________________
 AH8239* NAD 83(1986)-  46 02 16.     (N)    094 03 40.     (W)     SCALED    
 AH8239* NAVD 88     -       378.991  (meters)    1243.41   (feet)  ADJUSTED  
 AH8239  ___________________________________________________________________
 AH8239  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AH8239  DYNAMIC HT  -         378.999 (meters)    1243.43  (feet)  COMP
 AH8239  MODELED GRAV-     980,624.9   (mgal)                       NAVD 88
 AH8239
 AH8239  VERT ORDER  -  SECOND    CLASS I
 AH8239
 AH8239.The horizontal coordinates were scaled from a topographic map and have
 AH8239.an estimated accuracy of +/- 6 seconds.
 AH8239
 AH8239.The orthometric height was determined by differential leveling
 AH8239.and adjusted by the National Geodetic Survey in August 2004..
 AH8239
 AH8239.The geoid height was determined by GEOID03.
 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     -   215,360.      814,620.      MT  (+/- 180 meters Scaled)
 AH8239
 AH8239                          SUPERSEDED SURVEY CONTROL
 AH8239
 AH8239.No superseded survey control is available for this station.
 AH8239
 AH8239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL178987(NAD 83)
 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 = OCTOBER  6, 2006
 AH8240 ***********************************************************************
 AH8240  DESIGNATION -  4906 W
 AH8240  PID         -  AH8240
 AH8240  STATE/COUNTY-  MN/MORRISON
 AH8240  USGS QUAD   -  LASTRUP (1981)
 AH8240
 AH8240                         *CURRENT SURVEY CONTROL
 AH8240  ___________________________________________________________________
 AH8240* NAD 83(1996)-  46 01 35.78649(N)    094 03 42.28592(W)     ADJUSTED  
 AH8240* NAVD 88     -       376.878  (meters)    1236.47   (feet)  ADJUSTED  
 AH8240  ___________________________________________________________________
 AH8240  X           -    -314,239.279 (meters)                     COMP
 AH8240  Y           -  -4,425,292.276 (meters)                     COMP
 AH8240  Z           -   4,567,553.403 (meters)                     COMP
 AH8240  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 AH8240  ELLIP HEIGHT-         350.08  (meters)          (01/20/06) GPS OBS
 AH8240  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AH8240  DYNAMIC HT  -         376.886 (meters)    1236.50  (feet)  COMP
 AH8240  MODELED GRAV-     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 MN DEPT OF TRANSP in January 2006..
 AH8240
 AH8240.The orthometric height was determined by differential leveling
 AH8240.and adjusted by the National Geodetic Survey in August 2004..
 AH8240
 AH8240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8240
 AH8240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8240
 AH8240.The ellipsoidal height was determined by GPS observations
 AH8240.and is referenced to NAD 83.
 AH8240
 AH8240.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH8240;SPC MN C     -   214,120.556   814,574.837   MT  0.99993643   +0 08 10.3
 AH8240;UTM  15      - 5,097,551.727   417,826.121   MT  0.99968301   -0 45 50.9
 AH8240
 AH8240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8240!SPC MN C     -   0.99994512  x   0.99993643  =   0.99988156
 AH8240!UTM  15      -   0.99994512  x   0.99968301  =   0.99962815
 AH8240
 AH8240:                Primary Azimuth Mark                     Grid Az
 AH8240:SPC MN C     -  EGGS                                     183 32 15.1
 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  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: 15TVL1782697552(NAD 83)
 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 = OCTOBER  6, 2006
 AH8241 ***********************************************************************
 AH8241  DESIGNATION -  4906 X
 AH8241  PID         -  AH8241
 AH8241  STATE/COUNTY-  MN/MORRISON
 AH8241  USGS QUAD   -  LASTRUP (1981)
 AH8241
 AH8241                         *CURRENT SURVEY CONTROL
 AH8241  ___________________________________________________________________
 AH8241* NAD 83(1986)-  46 01 36.     (N)    094 04 36.     (W)     SCALED    
 AH8241* NAVD 88     -       377.799  (meters)    1239.50   (feet)  ADJUSTED  
 AH8241  ___________________________________________________________________
 AH8241  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AH8241  DYNAMIC HT  -         377.807 (meters)    1239.52  (feet)  COMP
 AH8241  MODELED GRAV-     980,624.6   (mgal)                       NAVD 88
 AH8241
 AH8241  VERT ORDER  -  SECOND    CLASS I
 AH8241
 AH8241.The horizontal coordinates were scaled from a topographic map and have
 AH8241.an estimated accuracy of +/- 6 seconds.
 AH8241
 AH8241.The orthometric height was determined by differential leveling
 AH8241.and adjusted by the National Geodetic Survey in August 2004..
 AH8241
 AH8241.The geoid height was determined by GEOID03.
 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     -   214,130.      813,420.      MT  (+/- 180 meters Scaled)
 AH8241
 AH8241                          SUPERSEDED SURVEY CONTROL
 AH8241
 AH8241.No superseded survey control is available for this station.
 AH8241
 AH8241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL166975(NAD 83)
 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 = OCTOBER  6, 2006
 DG6776 ***********************************************************************
 DG6776  DESIGNATION -  4907 A
 DG6776  PID         -  DG6776
 DG6776  STATE/COUNTY-  MN/MORRISON
 DG6776  USGS QUAD   -  FLENSBURG (1978)
 DG6776
 DG6776                         *CURRENT SURVEY CONTROL
 DG6776  ___________________________________________________________________
 DG6776* NAD 83(1996)-  45 56 56.97337(N)    094 37 07.64243(W)     ADJUSTED  
 DG6776* NAVD 88     -       369.81   (meters)    1213.3    (feet)  LEVELING  
 DG6776  ___________________________________________________________________
 DG6776  X           -    -357,745.705 (meters)                     COMP
 DG6776  Y           -  -4,428,194.685 (meters)                     COMP
 DG6776  Z           -   4,561,566.918 (meters)                     COMP
 DG6776  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 DG6776  ELLIP HEIGHT-         343.23  (meters)          (07/30/04) GPS OBS
 DG6776  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DG6776
 DG6776  HORZ ORDER  -  FIRST
 DG6776  VERT ORDER  -  THIRD ?
 DG6776  ELLP ORDER  -  FOURTH    CLASS I
 DG6776
 DG6776.The horizontal coordinates were established by GPS observations
 DG6776.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6776
 DG6776.The orthometric height was determined by differential leveling.
 DG6776.The vertical network tie was performed by a horz. field party for horz.
 DG6776.obs reductions. Reset procedures were used to establish the elevation.
 DG6776
 DG6776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6776
 DG6776.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6776
 DG6776.The ellipsoidal height was determined by GPS observations
 DG6776.and is referenced to NAD 83.
 DG6776
 DG6776.The geoid height was determined by GEOID03.
 DG6776
 DG6776;                    North         East     Units Scale Factor Converg.
 DG6776;SPC MN C     -   205,561.875   771,407.879   MT  0.99994456   -0 16 00.4
 DG6776;UTM  15      - 5,089,672.750   374,539.154   MT  0.99979351   -1 09 49.0
 DG6776
 DG6776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6776!SPC MN C     -   0.99994619  x   0.99994456  =   0.99989076
 DG6776!UTM  15      -   0.99994619  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.No superseded survey control is available for this station.
 DG6776
 DG6776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7453989673(NAD 83)
 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 - 2002
 DG6776_ROD/PIPE-DEPTH:  4.6 meters
 DG6776
 DG6776  HISTORY     - Date     Condition        Report By
 DG6776  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6777 ***********************************************************************
 DG6777  DESIGNATION -  4907 B
 DG6777  PID         -  DG6777
 DG6777  STATE/COUNTY-  MN/MORRISON
 DG6777  USGS QUAD   -  FLENSBURG (1978)
 DG6777
 DG6777                         *CURRENT SURVEY CONTROL
 DG6777  ___________________________________________________________________
 DG6777* NAD 83(1996)-  45 57 42.86346(N)    094 37 08.72725(W)     ADJUSTED  
 DG6777* NAVD 88     -       377.62   (meters)    1238.9    (feet)  LEVELING  
 DG6777  ___________________________________________________________________
 DG6777  X           -    -357,687.411 (meters)                     COMP
 DG6777  Y           -  -4,427,183.020 (meters)                     COMP
 DG6777  Z           -   4,562,557.605 (meters)                     COMP
 DG6777  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 DG6777  ELLIP HEIGHT-         351.03  (meters)          (07/30/04) GPS OBS
 DG6777  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DG6777
 DG6777  HORZ ORDER  -  FIRST
 DG6777  VERT ORDER  -  THIRD ?
 DG6777  ELLP ORDER  -  FOURTH    CLASS I
 DG6777
 DG6777.The horizontal coordinates were established by GPS observations
 DG6777.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6777
 DG6777.The orthometric height was determined by differential leveling.
 DG6777.The vertical network tie was performed by a horz. field party for horz.
 DG6777.obs reductions. Reset procedures were used to establish the elevation.
 DG6777
 DG6777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6777
 DG6777.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6777
 DG6777.The ellipsoidal height was determined by GPS observations
 DG6777.and is referenced to NAD 83.
 DG6777
 DG6777.The geoid height was determined by GEOID03.
 DG6777
 DG6777;                    North         East     Units Scale Factor Converg.
 DG6777;SPC MN C     -   206,978.751   771,391.118   MT  0.99994310   -0 16 01.2
 DG6777;UTM  15      - 5,091,089.501   374,544.575   MT  0.99979349   -1 09 50.7
 DG6777
 DG6777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6777!SPC MN C     -   0.99994497  x   0.99994310  =   0.99988808
 DG6777!UTM  15      -   0.99994497  x   0.99979349  =   0.99973847
 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.No superseded survey control is available for this station.
 DG6777
 DG6777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7454591090(NAD 83)
 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 - 2002
 DG6777_ROD/PIPE-DEPTH:  6.7 meters
 DG6777
 DG6777  HISTORY     - Date     Condition        Report By
 DG6777  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0229 ***********************************************************************
 RO0229  DESIGNATION -  4908 A
 RO0229  PID         -  RO0229
 RO0229  STATE/COUNTY-  MN/MORRISON
 RO0229  USGS QUAD   -  RANDALL EAST (1989)
 RO0229
 RO0229                         *CURRENT SURVEY CONTROL
 RO0229  ___________________________________________________________________
 RO0229* NAD 83(1986)-  46 05 18.     (N)    094 29 55.     (W)     SCALED    
 RO0229* NAVD 88     -       357.934  (meters)    1174.32   (feet)  ADJUSTED  
 RO0229  ___________________________________________________________________
 RO0229  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 RO0229  DYNAMIC HT  -         357.943 (meters)    1174.35  (feet)  COMP
 RO0229  MODELED GRAV-     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
 RO0229.and adjusted by the National Geodetic Survey in June 1991..
 RO0229
 RO0229.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF8182 ***********************************************************************
 DF8182  DESIGNATION -  4908 C
 DF8182  PID         -  DF8182
 DF8182  STATE/COUNTY-  MN/MORRISON
 DF8182  USGS QUAD   -  RANDALL EAST (1989)
 DF8182
 DF8182                         *CURRENT SURVEY CONTROL
 DF8182  ___________________________________________________________________
 DF8182* NAD 83(1996)-  46 05 09.39695(N)    094 28 36.36953(W)     ADJUSTED  
 DF8182* NAVD 88     -       364.84   (meters)    1197.0    (feet)  LEVELING  
 DF8182  ___________________________________________________________________
 DF8182  X           -    -345,914.125 (meters)                     COMP
 DF8182  Y           -  -4,418,157.209 (meters)                     COMP
 DF8182  Z           -   4,572,121.961 (meters)                     COMP
 DF8182  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DF8182  ELLIP HEIGHT-         338.20  (meters)          (09/12/03) GPS OBS
 DF8182  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DF8182
 DF8182  HORZ ORDER  -  FIRST
 DF8182  VERT ORDER  -  THIRD ?
 DF8182  ELLP ORDER  -  THIRD     CLASS I
 DF8182
 DF8182.The horizontal coordinates were established by GPS observations
 DF8182.and adjusted by the MN DEPT OF TRANSP in September 2003..
 DF8182
 DF8182.The orthometric height was determined by differential leveling.
 DF8182.The vertical network tie was performed by a horz. field party for horz.
 DF8182.obs reductions. Reset procedures were used to establish the elevation.
 DF8182
 DF8182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8182
 DF8182.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8182
 DF8182.The ellipsoidal height was determined by GPS observations
 DF8182.and is referenced to NAD 83.
 DF8182
 DF8182.The geoid height was determined by GEOID03.
 DF8182
 DF8182;                    North         East     Units Scale Factor Converg.
 DF8182;SPC MN C     -   220,723.271   782,462.145   MT  0.99993142   -0 09 50.6
 DF8182;UTM  15      - 5,104,656.545   385,827.968   MT  0.99976024   -1 03 50.2
 DF8182
 DF8182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8182!SPC MN C     -   0.99994698  x   0.99993142  =   0.99987841
 DF8182!UTM  15      -   0.99994698  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.No superseded survey control is available for this station.
 DF8182
 DF8182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8582804657(NAD 83)
 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     - 2003     GOOD             MNDT
 DF8182
 DF8182                          STATION DESCRIPTION
 DF8182
 DF8182'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8182'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8183 ***********************************************************************
 DF8183  DESIGNATION -  4908 D
 DF8183  PID         -  DF8183
 DF8183  STATE/COUNTY-  MN/MORRISON
 DF8183  USGS QUAD   -  RANDALL EAST (1989)
 DF8183
 DF8183                         *CURRENT SURVEY CONTROL
 DF8183  ___________________________________________________________________
 DF8183* NAD 83(1996)-  46 05 10.84243(N)    094 27 45.18973(W)     ADJUSTED  
 DF8183* NAVD 88     -       368.09   (meters)    1207.6    (feet)  LEVELING  
 DF8183  ___________________________________________________________________
 DF8183  X           -    -344,815.525 (meters)                     COMP
 DF8183  Y           -  -4,418,213.096 (meters)                     COMP
 DF8183  Z           -   4,572,155.259 (meters)                     COMP
 DF8183  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DF8183  ELLIP HEIGHT-         341.45  (meters)          (09/12/03) GPS OBS
 DF8183  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DF8183
 DF8183  HORZ ORDER  -  FIRST
 DF8183  VERT ORDER  -  THIRD ?
 DF8183  ELLP ORDER  -  THIRD     CLASS I
 DF8183
 DF8183.The horizontal coordinates were established by GPS observations
 DF8183.and adjusted by the MN DEPT OF TRANSP in September 2003..
 DF8183
 DF8183.The orthometric height was determined by differential leveling.
 DF8183.The vertical network tie was performed by a horz. field party for horz.
 DF8183.obs reductions. Reset procedures were used to establish the elevation.
 DF8183
 DF8183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8183
 DF8183.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8183
 DF8183.The ellipsoidal height was determined by GPS observations
 DF8183.and is referenced to NAD 83.
 DF8183
 DF8183.The geoid height was determined by GEOID03.
 DF8183
 DF8183;                    North         East     Units Scale Factor Converg.
 DF8183;SPC MN C     -   220,764.849   783,561.744   MT  0.99993139   -0 09 13.5
 DF8183;UTM  15      - 5,104,680.843   386,927.895   MT  0.99975717   -1 03 13.4
 DF8183
 DF8183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8183!SPC MN C     -   0.99994647  x   0.99993139  =   0.99987787
 DF8183!UTM  15      -   0.99994647  x   0.99975717  =   0.99970366
 DF8183
 DF8183:                Primary Azimuth Mark                     Grid Az
 DF8183:SPC MN C     -  4908 C                                   267 50 04.3
 DF8183:UTM  15      -  4908 C                                   268 44 04.2
 DF8183
 DF8183|---------------------------------------------------------------------|
 DF8183| PID    Reference Object                     Distance      Geod. Az  |
 DF8183|                                                           dddmmss.s |
 DF8183| DF8182 4908 C                              APPROX. 1.1 KM 2674050.8 |
 DF8183|---------------------------------------------------------------------|
 DF8183
 DF8183                          SUPERSEDED SURVEY CONTROL
 DF8183
 DF8183.No superseded survey control is available for this station.
 DF8183
 DF8183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8692804681(NAD 83)
 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     - 2003     GOOD             MNDT
 DF8183
 DF8183                          STATION DESCRIPTION
 DF8183
 DF8183'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8183'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8184 ***********************************************************************
 DF8184  DESIGNATION -  4908 E
 DF8184  PID         -  DF8184
 DF8184  STATE/COUNTY-  MN/MORRISON
 DF8184  USGS QUAD   -  RANDALL EAST (1989)
 DF8184
 DF8184                         *CURRENT SURVEY CONTROL
 DF8184  ___________________________________________________________________
 DF8184* NAD 83(1996)-  46 04 39.16934(N)    094 25 32.39018(W)     ADJUSTED  
 DF8184* NAVD 88     -       352.53   (meters)    1156.6    (feet)  LEVELING  
 DF8184  ___________________________________________________________________
 DF8184  X           -    -342,024.402 (meters)                     COMP
 DF8184  Y           -  -4,419,125.795 (meters)                     COMP
 DF8184  Z           -   4,571,465.693 (meters)                     COMP
 DF8184  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 DF8184  ELLIP HEIGHT-         325.89  (meters)          (09/12/03) GPS OBS
 DF8184  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DF8184
 DF8184  HORZ ORDER  -  FIRST
 DF8184  VERT ORDER  -  THIRD ?
 DF8184  ELLP ORDER  -  THIRD     CLASS I
 DF8184
 DF8184.The horizontal coordinates were established by GPS observations
 DF8184.and adjusted by the MN DEPT OF TRANSP in September 2003..
 DF8184
 DF8184.The orthometric height was determined by differential leveling.
 DF8184.The vertical network tie was performed by a horz. field party for horz.
 DF8184.obs reductions. Reset procedures were used to establish the elevation.
 DF8184
 DF8184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8184
 DF8184.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8184
 DF8184.The ellipsoidal height was determined by GPS observations
 DF8184.and is referenced to NAD 83.
 DF8184
 DF8184.The geoid height was determined by GEOID03.
 DF8184
 DF8184;                    North         East     Units Scale Factor Converg.
 DF8184;SPC MN C     -   219,779.995   786,412.448   MT  0.99993206   -0 07 37.5
 DF8184;UTM  15      - 5,103,651.520   389,762.273   MT  0.99974939   -1 01 37.1
 DF8184
 DF8184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8184!SPC MN C     -   0.99994891  x   0.99993206  =   0.99988098
 DF8184!UTM  15      -   0.99994891  x   0.99974939  =   0.99969832
 DF8184
 DF8184                          SUPERSEDED SURVEY CONTROL
 DF8184
 DF8184.No superseded survey control is available for this station.
 DF8184
 DF8184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8976203652(NAD 83)
 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     - 2003     GOOD             MNDT
 DF8184
 DF8184                          STATION DESCRIPTION
 DF8184
 DF8184'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8184'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8185 ***********************************************************************
 DF8185  DESIGNATION -  4908 F
 DF8185  PID         -  DF8185
 DF8185  STATE/COUNTY-  MN/MORRISON
 DF8185  USGS QUAD   -  RANDALL EAST (1989)
 DF8185
 DF8185                         *CURRENT SURVEY CONTROL
 DF8185  ___________________________________________________________________
 DF8185* NAD 83(1996)-  46 04 17.51504(N)    094 24 22.68127(W)     ADJUSTED  
 DF8185* NAVD 88     -       368.48   (meters)    1208.9    (feet)  LEVELING  
 DF8185  ___________________________________________________________________
 DF8185  X           -    -340,568.751 (meters)                     COMP
 DF8185  Y           -  -4,419,732.316 (meters)                     COMP
 DF8185  Z           -   4,571,013.338 (meters)                     COMP
 DF8185  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 DF8185  ELLIP HEIGHT-         341.84  (meters)          (09/12/03) GPS OBS
 DF8185  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DF8185
 DF8185  HORZ ORDER  -  FIRST
 DF8185  VERT ORDER  -  THIRD ?
 DF8185  ELLP ORDER  -  THIRD     CLASS I
 DF8185
 DF8185.The horizontal coordinates were established by GPS observations
 DF8185.and adjusted by the MN DEPT OF TRANSP in September 2003..
 DF8185
 DF8185.The orthometric height was determined by differential leveling.
 DF8185.The vertical network tie was performed by a horz. field party for horz.
 DF8185.obs reductions. Reset procedures were used to establish the elevation.
 DF8185
 DF8185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8185
 DF8185.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8185
 DF8185.The ellipsoidal height was determined by GPS observations
 DF8185.and is referenced to NAD 83.
 DF8185
 DF8185.The geoid height was determined by GEOID03.
 DF8185
 DF8185;                    North         East     Units Scale Factor Converg.
 DF8185;SPC MN C     -   219,108.309   787,908.894   MT  0.99993254   -0 06 47.0
 DF8185;UTM  15      - 5,102,956.544   391,247.711   MT  0.99974539   -1 00 46.5
 DF8185
 DF8185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8185!SPC MN C     -   0.99994641  x   0.99993254  =   0.99987896
 DF8185!UTM  15      -   0.99994641  x   0.99974539  =   0.99969182
 DF8185
 DF8185                          SUPERSEDED SURVEY CONTROL
 DF8185
 DF8185.No superseded survey control is available for this station.
 DF8185
 DF8185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9124802957(NAD 83)
 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     - 2003     GOOD             MNDT
 DF8185
 DF8185                          STATION DESCRIPTION
 DF8185
 DF8185'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8185'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8186 ***********************************************************************
 DF8186  DESIGNATION -  4908 G
 DF8186  PID         -  DF8186
 DF8186  STATE/COUNTY-  MN/MORRISON
 DF8186  USGS QUAD   -  BELLE PRAIRIE (1979)
 DF8186
 DF8186                         *CURRENT SURVEY CONTROL
 DF8186  ___________________________________________________________________
 DF8186* NAD 83(1996)-  46 04 41.53055(N)    094 22 08.56731(W)     ADJUSTED  
 DF8186* NAVD 88     -       348.05   (meters)    1141.9    (feet)  LEVELING  
 DF8186  ___________________________________________________________________
 DF8186  X           -    -337,653.189 (meters)                     COMP
 DF8186  Y           -  -4,419,406.138 (meters)                     COMP
 DF8186  Z           -   4,571,513.026 (meters)                     COMP
 DF8186  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 DF8186  ELLIP HEIGHT-         321.39  (meters)          (09/12/03) GPS OBS
 DF8186  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DF8186
 DF8186  HORZ ORDER  -  FIRST
 DF8186  VERT ORDER  -  THIRD ?
 DF8186  ELLP ORDER  -  THIRD     CLASS I
 DF8186
 DF8186.The horizontal coordinates were established by GPS observations
 DF8186.and adjusted by the MN DEPT OF TRANSP in September 2003..
 DF8186
 DF8186.The orthometric height was determined by differential leveling.
 DF8186.The vertical network tie was performed by a horz. field party for horz.
 DF8186.obs reductions. Reset procedures were used to establish the elevation.
 DF8186
 DF8186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8186
 DF8186.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8186
 DF8186.The ellipsoidal height was determined by GPS observations
 DF8186.and is referenced to NAD 83.
 DF8186
 DF8186.The geoid height was determined by GEOID03.
 DF8186
 DF8186;                    North         East     Units Scale Factor Converg.
 DF8186;SPC MN C     -   219,844.746   790,791.897   MT  0.99993201   -0 05 10.0
 DF8186;UTM  15      - 5,103,647.475   394,141.373   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  =   0.99988163
 DF8186!UTM  15      -   0.99994962  x   0.99973776  =   0.99968739
 DF8186
 DF8186                          SUPERSEDED SURVEY CONTROL
 DF8186
 DF8186.No superseded survey control is available for this station.
 DF8186
 DF8186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9414103647(NAD 83)
 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     - 2003     GOOD             MNDT
 DF8186
 DF8186                          STATION DESCRIPTION
 DF8186
 DF8186'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8186'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8187 ***********************************************************************
 DF8187  DESIGNATION -  4908 H
 DF8187  PID         -  DF8187
 DF8187  STATE/COUNTY-  MN/MORRISON
 DF8187  USGS QUAD   -  BELLE PRAIRIE (1979)
 DF8187
 DF8187                         *CURRENT SURVEY CONTROL
 DF8187  ___________________________________________________________________
 DF8187* NAD 83(1996)-  46 04 31.11954(N)    094 20 54.61258(W)     ADJUSTED  
 DF8187* NAVD 88     -       348.04   (meters)    1141.9    (feet)  LEVELING  
 DF8187  ___________________________________________________________________
 DF8187  X           -    -336,086.178 (meters)                     COMP
 DF8187  Y           -  -4,419,757.785 (meters)                     COMP
 DF8187  Z           -   4,571,290.021 (meters)                     COMP
 DF8187  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DF8187  ELLIP HEIGHT-         321.38  (meters)          (09/12/03) GPS OBS
 DF8187  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DF8187
 DF8187  HORZ ORDER  -  FIRST
 DF8187  VERT ORDER  -  THIRD ?
 DF8187  ELLP ORDER  -  THIRD     CLASS I
 DF8187
 DF8187.The horizontal coordinates were established by GPS observations
 DF8187.and adjusted by the MN DEPT OF TRANSP in September 2003..
 DF8187
 DF8187.The orthometric height was determined by differential leveling.
 DF8187.The vertical network tie was performed by a horz. field party for horz.
 DF8187.obs reductions. Reset procedures were used to establish the elevation.
 DF8187
 DF8187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8187
 DF8187.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8187
 DF8187.The ellipsoidal height was determined by GPS observations
 DF8187.and is referenced to NAD 83.
 DF8187
 DF8187.The geoid height was determined by GEOID03.
 DF8187
 DF8187;                    North         East     Units Scale Factor Converg.
 DF8187;SPC MN C     -   219,521.138   792,380.472   MT  0.99993224   -0 04 16.5
 DF8187;UTM  15      - 5,103,299.021   395,724.357   MT  0.99973367   -0 58 16.9
 DF8187
 DF8187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8187!SPC MN C     -   0.99994962  x   0.99993224  =   0.99988186
 DF8187!UTM  15      -   0.99994962  x   0.99973367  =   0.99968330
 DF8187
 DF8187                          SUPERSEDED SURVEY CONTROL
 DF8187
 DF8187.No superseded survey control is available for this station.
 DF8187
 DF8187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9572403299(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8188 ***********************************************************************
 DF8188  DESIGNATION -  4908 J
 DF8188  PID         -  DF8188
 DF8188  STATE/COUNTY-  MN/MORRISON
 DF8188  USGS QUAD   -  BELLE PRAIRIE (1979)
 DF8188
 DF8188                         *CURRENT SURVEY CONTROL
 DF8188  ___________________________________________________________________
 DF8188* NAD 83(1996)-  46 04 23.32432(N)    094 19 45.91607(W)     ADJUSTED  
 DF8188* NAVD 88     -       346.32   (meters)    1136.2    (feet)  LEVELING  
 DF8188  ___________________________________________________________________
 DF8188  X           -    -334,627.155 (meters)                     COMP
 DF8188  Y           -  -4,420,041.140 (meters)                     COMP
 DF8188  Z           -   4,571,121.798 (meters)                     COMP
 DF8188  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 DF8188  ELLIP HEIGHT-         319.65  (meters)          (09/12/03) GPS OBS
 DF8188  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DF8188
 DF8188  HORZ ORDER  -  FIRST
 DF8188  VERT ORDER  -  THIRD ?
 DF8188  ELLP ORDER  -  THIRD     CLASS I
 DF8188
 DF8188.The horizontal coordinates were established by GPS observations
 DF8188.and adjusted by the MN DEPT OF TRANSP in September 2003..
 DF8188
 DF8188.The orthometric height was determined by differential leveling.
 DF8188.The vertical network tie was performed by a horz. field party for horz.
 DF8188.obs reductions. Reset procedures were used to establish the elevation.
 DF8188
 DF8188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8188
 DF8188.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8188
 DF8188.The ellipsoidal height was determined by GPS observations
 DF8188.and is referenced to NAD 83.
 DF8188
 DF8188.The geoid height was determined by GEOID03.
 DF8188
 DF8188;                    North         East     Units Scale Factor Converg.
 DF8188;SPC MN C     -   219,278.813   793,856.305   MT  0.99993241   -0 03 26.8
 DF8188;UTM  15      - 5,103,033.595   397,195.907   MT  0.99972992   -0 57 27.2
 DF8188
 DF8188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8188!SPC MN C     -   0.99994989  x   0.99993241  =   0.99988231
 DF8188!UTM  15      -   0.99994989  x   0.99972992  =   0.99967983
 DF8188
 DF8188                          SUPERSEDED SURVEY CONTROL
 DF8188
 DF8188.No superseded survey control is available for this station.
 DF8188
 DF8188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9719603034(NAD 83)
 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 - 2003
 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
 DF8188                          STATION DESCRIPTION
 DF8188
 DF8188'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8188'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7440 ***********************************************************************
 AH7440  DESIGNATION -  4910 D
 AH7440  PID         -  AH7440
 AH7440  STATE/COUNTY-  MN/MORRISON
 AH7440  USGS QUAD   -  LITTLE ROCK (1978)
 AH7440
 AH7440                         *CURRENT SURVEY CONTROL
 AH7440  ___________________________________________________________________
 AH7440* NAD 83(1986)-  45 51 44.     (N)    094 05 32.     (W)     SCALED    
 AH7440* NAVD 88     -       366.869  (meters)    1203.64   (feet)  ADJUSTED  
 AH7440  ___________________________________________________________________
 AH7440  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AH7440  DYNAMIC HT  -         366.870 (meters)    1203.64  (feet)  COMP
 AH7440  MODELED GRAV-     980,606.2   (mgal)                       NAVD 88
 AH7440
 AH7440  VERT ORDER  -  SECOND    CLASS I
 AH7440
 AH7440.The horizontal coordinates were scaled from a topographic map and have
 AH7440.an estimated accuracy of +/- 6 seconds.
 AH7440
 AH7440.The orthometric height was determined by differential leveling
 AH7440.and adjusted by the National Geodetic Survey in August 2004..
 AH7440
 AH7440.The geoid height was determined by GEOID03.
 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     -   195,850.      812,250.      MT  (+/- 180 meters Scaled)
 AH7440
 AH7440                          SUPERSEDED SURVEY CONTROL
 AH7440
 AH7440.No superseded survey control is available for this station.
 AH7440
 AH7440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL152793(NAD 83)
 AH7440_MARKER: DV = VERTICAL CONTROL DISK
 AH7440_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 AH7442 ***********************************************************************
 AH7442  DESIGNATION -  4910 E
 AH7442  PID         -  AH7442
 AH7442  STATE/COUNTY-  MN/MORRISON
 AH7442  USGS QUAD   -  PIERZ (1978)
 AH7442
 AH7442                         *CURRENT SURVEY CONTROL
 AH7442  ___________________________________________________________________
 AH7442* NAD 83(1986)-  45 52 48.     (N)    094 05 34.     (W)     SCALED    
 AH7442* NAVD 88     -       366.086  (meters)    1201.07   (feet)  ADJUSTED  
 AH7442  ___________________________________________________________________
 AH7442  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AH7442  DYNAMIC HT  -         366.088 (meters)    1201.07  (feet)  COMP
 AH7442  MODELED GRAV-     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
 AH7442.and adjusted by the National Geodetic Survey in August 2004..
 AH7442
 AH7442.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 AH7442_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH7442_SP_SET: CULVERT HEADWALL
 AH7442_STAMPING: 4910 E 1950
 AH7442_MARK LOGO: MNDT  
 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 - May 04, 1994
 AH7442
 AH7442  HISTORY     - Date     Condition        Report By
 AH7442  HISTORY     - 1951     MONUMENTED       MNDT
 AH7442  HISTORY     - 19940504 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7438 ***********************************************************************
 AH7438  DESIGNATION -  4910 G
 AH7438  PID         -  AH7438
 AH7438  STATE/COUNTY-  MN/MORRISON
 AH7438  USGS QUAD   -  LITTLE ROCK (1978)
 AH7438
 AH7438                         *CURRENT SURVEY CONTROL
 AH7438  ___________________________________________________________________
 AH7438* NAD 83(1996)-  45 50 23.13841(N)    094 05 39.64333(W)     ADJUSTED  
 AH7438* NAVD 88     -       366.629  (meters)    1202.85   (feet)  ADJUSTED  
 AH7438  ___________________________________________________________________
 AH7438  X           -    -317,822.056 (meters)                     COMP
 AH7438  Y           -  -4,439,990.769 (meters)                     COMP
 AH7438  Z           -   4,553,101.149 (meters)                     COMP
 AH7438  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 AH7438  ELLIP HEIGHT-         339.79  (meters)          (07/06/04) GPS OBS
 AH7438  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AH7438  DYNAMIC HT  -         366.629 (meters)    1202.85  (feet)  COMP
 AH7438  MODELED GRAV-     980,604.0   (mgal)                       NAVD 88
 AH7438
 AH7438  HORZ ORDER  -  FIRST
 AH7438  VERT ORDER  -  SECOND    CLASS I
 AH7438  ELLP ORDER  -  THIRD     CLASS II
 AH7438
 AH7438.The horizontal coordinates were established by GPS observations
 AH7438.and adjusted by the MN DEPT OF TRANSP in July 2004..
 AH7438
 AH7438.The orthometric height was determined by differential leveling
 AH7438.and adjusted by the National Geodetic Survey in August 2004..
 AH7438
 AH7438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7438
 AH7438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7438
 AH7438.The ellipsoidal height was determined by GPS observations
 AH7438.and is referenced to NAD 83.
 AH7438
 AH7438.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH7438;SPC MN C     -   193,348.208   812,091.778   MT  0.99995913   +0 06 45.4
 AH7438;UTM  15      - 5,076,826.307   415,018.173   MT  0.99968878   -0 47 06.4
 AH7438
 AH7438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7438!SPC MN C     -   0.99994673  x   0.99995913  =   0.99990587
 AH7438!UTM  15      -   0.99994673  x   0.99968878  =   0.99963553
 AH7438
 AH7438                          SUPERSEDED SURVEY CONTROL
 AH7438
 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_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 = OCTOBER  6, 2006
 AH7439 ***********************************************************************
 AH7439  DESIGNATION -  4910 H
 AH7439  PID         -  AH7439
 AH7439  STATE/COUNTY-  MN/MORRISON
 AH7439  USGS QUAD   -  LITTLE ROCK (1978)
 AH7439
 AH7439                         *CURRENT SURVEY CONTROL
 AH7439  ___________________________________________________________________
 AH7439* NAD 83(1986)-  45 51 06.     (N)    094 05 37.     (W)     SCALED    
 AH7439* NAVD 88     -       373.503  (meters)    1225.40   (feet)  ADJUSTED  
 AH7439  ___________________________________________________________________
 AH7439  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AH7439  DYNAMIC HT  -         373.503 (meters)    1225.40  (feet)  COMP
 AH7439  MODELED GRAV-     980,605.2   (mgal)                       NAVD 88
 AH7439
 AH7439  VERT ORDER  -  SECOND    CLASS I
 AH7439
 AH7439.The horizontal coordinates were scaled from a topographic map and have
 AH7439.an estimated accuracy of +/- 6 seconds.
 AH7439
 AH7439.The orthometric height was determined by differential leveling
 AH7439.and adjusted by the National Geodetic Survey in August 2004..
 AH7439
 AH7439.The geoid height was determined by GEOID03.
 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     -   194,670.      812,150.      MT  (+/- 180 meters Scaled)
 AH7439
 AH7439                          SUPERSEDED SURVEY CONTROL
 AH7439
 AH7439.No superseded survey control is available for this station.
 AH7439
 AH7439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL150781(NAD 83)
 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 = OCTOBER  6, 2006
 AH7441 ***********************************************************************
 AH7441  DESIGNATION -  4910 J
 AH7441  PID         -  AH7441
 AH7441  STATE/COUNTY-  MN/MORRISON
 AH7441  USGS QUAD   -  LITTLE ROCK (1978)
 AH7441
 AH7441                         *CURRENT SURVEY CONTROL
 AH7441  ___________________________________________________________________
 AH7441* NAD 83(1996)-  45 52 06.78986(N)    094 05 37.24597(W)     ADJUSTED  
 AH7441* NAVD 88     -       371.191  (meters)    1217.82   (feet)  ADJUSTED  
 AH7441  ___________________________________________________________________
 AH7441  X           -    -317,606.739 (meters)                     COMP
 AH7441  Y           -  -4,437,707.026 (meters)                     COMP
 AH7441  Z           -   4,555,333.457 (meters)                     COMP
 AH7441  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 AH7441  ELLIP HEIGHT-         344.38  (meters)          (07/06/04) GPS OBS
 AH7441  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AH7441  DYNAMIC HT  -         371.193 (meters)    1217.82  (feet)  COMP
 AH7441  MODELED GRAV-     980,607.0   (mgal)                       NAVD 88
 AH7441
 AH7441  HORZ ORDER  -  FIRST
 AH7441  VERT ORDER  -  SECOND    CLASS I
 AH7441  ELLP ORDER  -  THIRD     CLASS II
 AH7441
 AH7441.The horizontal coordinates were established by GPS observations
 AH7441.and adjusted by the MN DEPT OF TRANSP in July 2004..
 AH7441
 AH7441.The orthometric height was determined by differential leveling
 AH7441.and adjusted by the National Geodetic Survey in August 2004..
 AH7441
 AH7441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7441
 AH7441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7441
 AH7441.The ellipsoidal height was determined by GPS observations
 AH7441.and is referenced to NAD 83.
 AH7441
 AH7441.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH7441;SPC MN C     -   196,548.360   812,137.194   MT  0.99995495   +0 06 47.1
 AH7441;UTM  15      - 5,080,024.497   415,113.707   MT  0.99968858   -0 47 06.1
 AH7441
 AH7441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7441!SPC MN C     -   0.99994601  x   0.99995495  =   0.99990097
 AH7441!UTM  15      -   0.99994601  x   0.99968858  =   0.99963461
 AH7441
 AH7441                          SUPERSEDED SURVEY CONTROL
 AH7441
 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: 15TVL1511480024(NAD 83)
 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 = OCTOBER  6, 2006
 AH7444 ***********************************************************************
 AH7444  DESIGNATION -  4910 K
 AH7444  PID         -  AH7444
 AH7444  STATE/COUNTY-  MN/MORRISON
 AH7444  USGS QUAD   -  PIERZ (1978)
 AH7444
 AH7444                         *CURRENT SURVEY CONTROL
 AH7444  ___________________________________________________________________
 AH7444* NAD 83(1986)-  45 53 22.     (N)    094 05 36.     (W)     SCALED    
 AH7444* NAVD 88     -       366.013  (meters)    1200.83   (feet)  ADJUSTED  
 AH7444  ___________________________________________________________________
 AH7444  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AH7444  DYNAMIC HT  -         366.014 (meters)    1200.83  (feet)  COMP
 AH7444  MODELED GRAV-     980,609.3   (mgal)                       NAVD 88
 AH7444
 AH7444  VERT ORDER  -  SECOND    CLASS I
 AH7444
 AH7444.The horizontal coordinates were scaled from a topographic map and have
 AH7444.an estimated accuracy of +/- 6 seconds.
 AH7444
 AH7444.The orthometric height was determined by differential leveling
 AH7444.and adjusted by the National Geodetic Survey in August 2004..
 AH7444
 AH7444.The geoid height was determined by GEOID03.
 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     -   198,870.      812,160.      MT  (+/- 180 meters Scaled)
 AH7444
 AH7444                          SUPERSEDED SURVEY CONTROL
 AH7444
 AH7444.No superseded survey control is available for this station.
 AH7444
 AH7444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL151823(NAD 83)
 AH7444_MARKER: DV = VERTICAL CONTROL 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 = OCTOBER  6, 2006
 AH7445 ***********************************************************************
 AH7445  DESIGNATION -  4910 L
 AH7445  PID         -  AH7445
 AH7445  STATE/COUNTY-  MN/MORRISON
 AH7445  USGS QUAD   -  PIERZ (1978)
 AH7445
 AH7445                         *CURRENT SURVEY CONTROL
 AH7445  ___________________________________________________________________
 AH7445* NAD 83(1986)-  45 54 05.     (N)    094 05 38.     (W)     SCALED    
 AH7445* NAVD 88     -       361.530  (meters)    1186.12   (feet)  ADJUSTED  
 AH7445  ___________________________________________________________________
 AH7445  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AH7445  DYNAMIC HT  -         361.532 (meters)    1186.13  (feet)  COMP
 AH7445  MODELED GRAV-     980,610.8   (mgal)                       NAVD 88
 AH7445
 AH7445  VERT ORDER  -  SECOND    CLASS I
 AH7445
 AH7445.The horizontal coordinates were scaled from a topographic map and have
 AH7445.an estimated accuracy of +/- 6 seconds.
 AH7445
 AH7445.The orthometric height was determined by differential leveling
 AH7445.and adjusted by the National Geodetic Survey in August 2004..
 AH7445
 AH7445.The geoid height was determined by GEOID03.
 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     -   200,200.      812,110.      MT  (+/- 180 meters Scaled)
 AH7445
 AH7445                          SUPERSEDED SURVEY CONTROL
 AH7445
 AH7445.No superseded survey control is available for this station.
 AH7445
 AH7445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL151836(NAD 83)
 AH7445_MARKER: DV = VERTICAL CONTROL DISK
 AH7445_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 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 = OCTOBER  6, 2006
 AH7447 ***********************************************************************
 AH7447  DESIGNATION -  4910 N
 AH7447  PID         -  AH7447
 AH7447  STATE/COUNTY-  MN/MORRISON
 AH7447  USGS QUAD   -  PIERZ (1978)
 AH7447
 AH7447                         *CURRENT SURVEY CONTROL
 AH7447  ___________________________________________________________________
 AH7447* NAD 83(1986)-  45 54 33.     (N)    094 06 53.     (W)     SCALED    
 AH7447* NAVD 88     -       357.863  (meters)    1174.09   (feet)  ADJUSTED  
 AH7447  ___________________________________________________________________
 AH7447  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AH7447  DYNAMIC HT  -         357.866 (meters)    1174.10  (feet)  COMP
 AH7447  MODELED GRAV-     980,613.9   (mgal)                       NAVD 88
 AH7447
 AH7447  VERT ORDER  -  SECOND    CLASS I
 AH7447
 AH7447.The horizontal coordinates were scaled from a topographic map and have
 AH7447.an estimated accuracy of +/- 6 seconds.
 AH7447
 AH7447.The orthometric height was determined by differential leveling
 AH7447.and adjusted by the National Geodetic Survey in August 2004..
 AH7447
 AH7447.The geoid height was determined by GEOID03.
 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     -   201,060.      810,500.      MT  (+/- 180 meters Scaled)
 AH7447
 AH7447                          SUPERSEDED SURVEY CONTROL
 AH7447
 AH7447.No superseded survey control is available for this station.
 AH7447
 AH7447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL135845(NAD 83)
 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 = OCTOBER  6, 2006
 AH7448 ***********************************************************************
 AH7448  DESIGNATION -  4910 P
 AH7448  PID         -  AH7448
 AH7448  STATE/COUNTY-  MN/MORRISON
 AH7448  USGS QUAD   -  PIERZ (1978)
 AH7448
 AH7448                         *CURRENT SURVEY CONTROL
 AH7448  ___________________________________________________________________
 AH7448* NAD 83(1996)-  45 55 34.53901(N)    094 07 00.14171(W)     ADJUSTED  
 AH7448* NAVD 88     -       356.587  (meters)    1169.90   (feet)  ADJUSTED  
 AH7448  ___________________________________________________________________
 AH7448  X           -    -319,058.780 (meters)                     COMP
 AH7448  Y           -  -4,432,974.537 (meters)                     COMP
 AH7448  Z           -   4,559,787.173 (meters)                     COMP
 AH7448  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AH7448  ELLIP HEIGHT-         329.81  (meters)          (07/06/04) GPS OBS
 AH7448  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AH7448  DYNAMIC HT  -         356.592 (meters)    1169.92  (feet)  COMP
 AH7448  MODELED GRAV-     980,616.0   (mgal)                       NAVD 88
 AH7448
 AH7448  HORZ ORDER  -  FIRST
 AH7448  VERT ORDER  -  SECOND    CLASS I
 AH7448  ELLP ORDER  -  THIRD     CLASS II
 AH7448
 AH7448.The horizontal coordinates were established by GPS observations
 AH7448.and adjusted by the MN DEPT OF TRANSP in July 2004..
 AH7448
 AH7448.The orthometric height was determined by differential leveling
 AH7448.and adjusted by the National Geodetic Survey in August 2004..
 AH7448
 AH7448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7448
 AH7448.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7448
 AH7448.The ellipsoidal height was determined by GPS observations
 AH7448.and is referenced to NAD 83.
 AH7448
 AH7448.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH7448;SPC MN C     -   202,958.984   810,338.549   MT  0.99994731   +0 05 47.1
 AH7448;UTM  15      - 5,086,460.857   413,416.244   MT  0.99969216   -0 48 08.4
 AH7448
 AH7448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7448!SPC MN C     -   0.99994830  x   0.99994731  =   0.99989561
 AH7448!UTM  15      -   0.99994830  x   0.99969216  =   0.99964047
 AH7448
 AH7448                          SUPERSEDED SURVEY CONTROL
 AH7448
 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: 15TVL1341686461(NAD 83)
 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 = OCTOBER  6, 2006
 AH7449 ***********************************************************************
 AH7449  DESIGNATION -  4910 Q
 AH7449  PID         -  AH7449
 AH7449  STATE/COUNTY-  MN/MORRISON
 AH7449  USGS QUAD   -  PIERZ (1978)
 AH7449
 AH7449                         *CURRENT SURVEY CONTROL
 AH7449  ___________________________________________________________________
 AH7449* NAD 83(1986)-  45 56 12.     (N)    094 06 53.     (W)     SCALED    
 AH7449* NAVD 88     -       347.483  (meters)    1140.03   (feet)  ADJUSTED  
 AH7449  ___________________________________________________________________
 AH7449  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AH7449  DYNAMIC HT  -         347.487 (meters)    1140.05  (feet)  COMP
 AH7449  MODELED GRAV-     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
 AH7449.and adjusted by the National Geodetic Survey in August 2004..
 AH7449
 AH7449.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 AH7449_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 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 = OCTOBER  6, 2006
 AH7450 ***********************************************************************
 AH7450  DESIGNATION -  4910 R
 AH7450  PID         -  AH7450
 AH7450  STATE/COUNTY-  MN/MORRISON
 AH7450  USGS QUAD   -  PIERZ (1978)
 AH7450
 AH7450                         *CURRENT SURVEY CONTROL
 AH7450  ___________________________________________________________________
 AH7450* NAD 83(1986)-  45 56 59.     (N)    094 06 55.     (W)     SCALED    
 AH7450* NAVD 88     -       351.740  (meters)    1154.00   (feet)  ADJUSTED  
 AH7450  ___________________________________________________________________
 AH7450  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AH7450  DYNAMIC HT  -         351.745 (meters)    1154.02  (feet)  COMP
 AH7450  MODELED GRAV-     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
 AH7450.and adjusted by the National Geodetic Survey in August 2004..
 AH7450
 AH7450.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AH8246 ***********************************************************************
 AH8246  DESIGNATION -  4911 B
 AH8246  PID         -  AH8246
 AH8246  STATE/COUNTY-  MN/MORRISON
 AH8246  USGS QUAD   -  PIERZ (1978)
 AH8246
 AH8246                         *CURRENT SURVEY CONTROL
 AH8246  ___________________________________________________________________
 AH8246* NAD 83(1986)-  45 59 51.     (N)    094 06 17.     (W)     SCALED    
 AH8246* NAVD 88     -       362.023  (meters)    1187.74   (feet)  ADJUSTED  
 AH8246  ___________________________________________________________________
 AH8246  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AH8246  DYNAMIC HT  -         362.030 (meters)    1187.76  (feet)  COMP
 AH8246  MODELED GRAV-     980,623.2   (mgal)                       NAVD 88
 AH8246
 AH8246  VERT ORDER  -  SECOND    CLASS I
 AH8246
 AH8246.The horizontal coordinates were scaled from a topographic map and have
 AH8246.an estimated accuracy of +/- 6 seconds.
 AH8246
 AH8246.The orthometric height was determined by differential leveling
 AH8246.and adjusted by the National Geodetic Survey in August 2004..
 AH8246
 AH8246.The geoid height was determined by GEOID03.
 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     -   210,880.      811,250.      MT  (+/- 180 meters Scaled)
 AH8246
 AH8246                          SUPERSEDED SURVEY CONTROL
 AH8246
 AH8246.No superseded survey control is available for this station.
 AH8246
 AH8246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL144943(NAD 83)
 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 = OCTOBER  6, 2006
 AH8245 ***********************************************************************
 AH8245  DESIGNATION -  4911 C
 AH8245  PID         -  AH8245
 AH8245  STATE/COUNTY-  MN/MORRISON
 AH8245  USGS QUAD   -  LASTRUP (1981)
 AH8245
 AH8245                         *CURRENT SURVEY CONTROL
 AH8245  ___________________________________________________________________
 AH8245* NAD 83(1986)-  46 00 40.     (N)    094 06 09.     (W)     SCALED    
 AH8245* NAVD 88     -       358.656  (meters)    1176.69   (feet)  ADJUSTED  
 AH8245  ___________________________________________________________________
 AH8245  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AH8245  DYNAMIC HT  -         358.663 (meters)    1176.71  (feet)  COMP
 AH8245  MODELED GRAV-     980,624.6   (mgal)                       NAVD 88
 AH8245
 AH8245  VERT ORDER  -  SECOND    CLASS I
 AH8245
 AH8245.The horizontal coordinates were scaled from a topographic map and have
 AH8245.an estimated accuracy of +/- 6 seconds.
 AH8245
 AH8245.The orthometric height was determined by differential leveling
 AH8245.and adjusted by the National Geodetic Survey in August 2004..
 AH8245
 AH8245.The geoid height was determined by GEOID03.
 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     -   212,390.      811,420.      MT  (+/- 180 meters Scaled)
 AH8245
 AH8245                          SUPERSEDED SURVEY CONTROL
 AH8245
 AH8245.No superseded survey control is available for this station.
 AH8245
 AH8245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL146958(NAD 83)
 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 = OCTOBER  6, 2006
 AH8243 ***********************************************************************
 AH8243  DESIGNATION -  4911 D
 AH8243  PID         -  AH8243
 AH8243  STATE/COUNTY-  MN/MORRISON
 AH8243  USGS QUAD   -  LASTRUP (1981)
 AH8243
 AH8243                         *CURRENT SURVEY CONTROL
 AH8243  ___________________________________________________________________
 AH8243* NAD 83(1996)-  46 01 38.41427(N)    094 06 16.43230(W)     ADJUSTED  
 AH8243* NAVD 88     -       368.146  (meters)    1207.83   (feet)  ADJUSTED  
 AH8243  ___________________________________________________________________
 AH8243  X           -    -317,541.700 (meters)                     COMP
 AH8243  Y           -  -4,424,991.927 (meters)                     COMP
 AH8243  Z           -   4,567,603.471 (meters)                     COMP
 AH8243  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 AH8243  ELLIP HEIGHT-         341.37  (meters)          (10/21/02) GPS OBS
 AH8243  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AH8243  DYNAMIC HT  -         368.154 (meters)    1207.85  (feet)  COMP
 AH8243  MODELED GRAV-     980,626.3   (mgal)                       NAVD 88
 AH8243
 AH8243  HORZ ORDER  -  FIRST
 AH8243  VERT ORDER  -  SECOND    CLASS I
 AH8243  ELLP ORDER  -  FOURTH    CLASS I
 AH8243
 AH8243.The horizontal coordinates were established by GPS observations
 AH8243.and adjusted by the MN DEPT OF TRANSP in October 2002..
 AH8243
 AH8243.The orthometric height was determined by differential leveling
 AH8243.and adjusted by the National Geodetic Survey in August 2004..
 AH8243
 AH8243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8243
 AH8243.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8243
 AH8243.The ellipsoidal height was determined by GPS observations
 AH8243.and is referenced to NAD 83.
 AH8243
 AH8243.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AH8243;SPC MN C     -   214,194.702   811,259.639   MT  0.99993636   +0 06 18.7
 AH8243;UTM  15      - 5,097,677.919   414,513.326   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  =   0.99988285
 AH8243!UTM  15      -   0.99994649  x   0.99968984  =   0.99963634
 AH8243
 AH8243                          SUPERSEDED SURVEY CONTROL
 AH8243
 AH8243  NAVD 88 (09/27/00)  368.173  (m)         1207.91   (f) UNKNOWN     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: 15TVL1451397678(NAD 83)
 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 = OCTOBER  6, 2006
 AH8244 ***********************************************************************
 AH8244  DESIGNATION -  4911 E
 AH8244  PID         -  AH8244
 AH8244  STATE/COUNTY-  MN/MORRISON
 AH8244  USGS QUAD   -  LASTRUP (1981)
 AH8244
 AH8244                         *CURRENT SURVEY CONTROL
 AH8244  ___________________________________________________________________
 AH8244* NAD 83(1986)-  46 02 17.     (N)    094 06 15.     (W)     SCALED    
 AH8244* NAVD 88     -       373.295  (meters)    1224.72   (feet)  ADJUSTED  
 AH8244  ___________________________________________________________________
 AH8244  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AH8244  DYNAMIC HT  -         373.304 (meters)    1224.75  (feet)  COMP
 AH8244  MODELED GRAV-     980,627.2   (mgal)                       NAVD 88
 AH8244
 AH8244  VERT ORDER  -  SECOND    CLASS I
 AH8244
 AH8244.The horizontal coordinates were scaled from a topographic map and have
 AH8244.an estimated accuracy of +/- 6 seconds.
 AH8244
 AH8244.The orthometric height was determined by differential leveling
 AH8244.and adjusted by the National Geodetic Survey in August 2004..
 AH8244.No vertical observational check was made to the station.
 AH8244
 AH8244.The geoid height was determined by GEOID03.
 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     -   215,390.      811,290.      MT  (+/- 180 meters Scaled)
 AH8244
 AH8244                          SUPERSEDED SURVEY CONTROL
 AH8244
 AH8244  NAVD 88 (09/27/00)  373.322  (m)         1224.81   (f) UNKNOWN     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: 15TVL145988(NAD 83)
 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 = OCTOBER  6, 2006
 AI5852 ***********************************************************************
 AI5852  DESIGNATION -  4911 F
 AI5852  PID         -  AI5852
 AI5852  STATE/COUNTY-  MN/MORRISON
 AI5852  USGS QUAD   -  LASTRUP (1981)
 AI5852
 AI5852                         *CURRENT SURVEY CONTROL
 AI5852  ___________________________________________________________________
 AI5852* NAD 83(1996)-  46 02 56.41338(N)    094 06 16.80960(W)     ADJUSTED  
 AI5852* NAVD 88     -       374.469  (meters)    1228.57   (feet)  ADJUSTED  
 AI5852  ___________________________________________________________________
 AI5852  X           -    -317,426.022 (meters)                     COMP
 AI5852  Y           -  -4,423,266.598 (meters)                     COMP
 AI5852  Z           -   4,569,279.879 (meters)                     COMP
 AI5852  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AI5852  ELLIP HEIGHT-         347.69  (meters)          (10/21/02) GPS OBS
 AI5852  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AI5852  DYNAMIC HT  -         374.479 (meters)    1228.60  (feet)  COMP
 AI5852  MODELED GRAV-     980,628.2   (mgal)                       NAVD 88
 AI5852
 AI5852  HORZ ORDER  -  FIRST
 AI5852  VERT ORDER  -  SECOND    CLASS I
 AI5852  ELLP ORDER  -  FOURTH    CLASS I
 AI5852
 AI5852.The horizontal coordinates were established by GPS observations
 AI5852.and adjusted by the MN DEPT OF TRANSP in October 2002..
 AI5852
 AI5852.The orthometric height was determined by differential leveling
 AI5852.and adjusted by the National Geodetic Survey in August 2006..
 AI5852
 AI5852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5852
 AI5852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5852
 AI5852.The ellipsoidal height was determined by GPS observations
 AI5852.and is referenced to NAD 83.
 AI5852
 AI5852.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5852;SPC MN C     -   216,602.794   811,247.106   MT  0.99993441   +0 06 18.5
 AI5852;UTM  15      - 5,100,085.320   414,538.627   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  =   0.99987991
 AI5852!UTM  15      -   0.99994550  x   0.99968978  =   0.99963529
 AI5852
 AI5852                          SUPERSEDED SURVEY CONTROL
 AI5852
 AI5852  NAVD 88 (09/27/00)  374.494  (m)         1228.65   (f) UNKNOWN     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: 15TVM1453900085(NAD 83)
 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 = OCTOBER  6, 2006
 AI5853 ***********************************************************************
 AI5853  DESIGNATION -  4911 G
 AI5853  PID         -  AI5853
 AI5853  STATE/COUNTY-  MN/MORRISON
 AI5853  USGS QUAD   -  LASTRUP (1981)
 AI5853
 AI5853                         *CURRENT SURVEY CONTROL
 AI5853  ___________________________________________________________________
 AI5853* NAD 83(1996)-  46 04 16.93363(N)    094 06 12.19954(W)     ADJUSTED  
 AI5853* NAVD 88     -       380.565  (meters)    1248.57   (feet)  ADJUSTED  
 AI5853  ___________________________________________________________________
 AI5853  X           -    -317,199.357 (meters)                     COMP
 AI5853  Y           -  -4,421,492.214 (meters)                     COMP
 AI5853  Z           -   4,571,009.476 (meters)                     COMP
 AI5853  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AI5853  ELLIP HEIGHT-         353.77  (meters)          (10/21/02) GPS OBS
 AI5853  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 AI5853  DYNAMIC HT  -         380.575 (meters)    1248.60  (feet)  COMP
 AI5853  MODELED GRAV-     980,630.1   (mgal)                       NAVD 88
 AI5853
 AI5853  HORZ ORDER  -  FIRST
 AI5853  VERT ORDER  -  SECOND    CLASS I
 AI5853  ELLP ORDER  -  FOURTH    CLASS I
 AI5853
 AI5853.The horizontal coordinates were established by GPS observations
 AI5853.and adjusted by the MN DEPT OF TRANSP in October 2002..
 AI5853
 AI5853.The orthometric height was determined by differential leveling
 AI5853.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI5853
 AI5853.The ellipsoidal height was determined by GPS observations
 AI5853.and is referenced to NAD 83.
 AI5853
 AI5853.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5853;SPC MN C     -   219,088.926   811,341.608   MT  0.99993255   +0 06 21.8
 AI5853;UTM  15      - 5,102,569.053   414,672.161   MT  0.99968950   -0 47 41.0
 AI5853
 AI5853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5853!SPC MN C     -   0.99994454  x   0.99993255  =   0.99987710
 AI5853!UTM  15      -   0.99994454  x   0.99968950  =   0.99963406
 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  NAVD 88 (09/27/00)  380.586  (m)         1248.64   (f) UNKNOWN     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_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 = OCTOBER  6, 2006
 AI5854 ***********************************************************************
 AI5854  DESIGNATION -  4911 H
 AI5854  PID         -  AI5854
 AI5854  STATE/COUNTY-  MN/MORRISON
 AI5854  USGS QUAD   -  LASTRUP (1981)
 AI5854
 AI5854                         *CURRENT SURVEY CONTROL
 AI5854  ___________________________________________________________________
 AI5854* NAD 83(1996)-  46 05 14.79980(N)    094 06 12.86036(W)     ADJUSTED  
 AI5854* NAVD 88     -       372.711  (meters)    1222.80   (feet)  ADJUSTED  
 AI5854  ___________________________________________________________________
 AI5854  X           -    -317,121.034 (meters)                     COMP
 AI5854  Y           -  -4,420,202.043 (meters)                     COMP
 AI5854  Z           -   4,572,243.214 (meters)                     COMP
 AI5854  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 AI5854  ELLIP HEIGHT-         345.90  (meters)          (10/21/02) GPS OBS
 AI5854  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AI5854  DYNAMIC HT  -         372.721 (meters)    1222.84  (feet)  COMP
 AI5854  MODELED GRAV-     980,631.4   (mgal)                       NAVD 88
 AI5854
 AI5854  HORZ ORDER  -  FIRST
 AI5854  VERT ORDER  -  SECOND    CLASS I
 AI5854  ELLP ORDER  -  FOURTH    CLASS I
 AI5854
 AI5854.The horizontal coordinates were established by GPS observations
 AI5854.and adjusted by the MN DEPT OF TRANSP in October 2002..
 AI5854
 AI5854.The orthometric height was determined by differential leveling
 AI5854.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI5854
 AI5854.The ellipsoidal height was determined by GPS observations
 AI5854.and is referenced to NAD 83.
 AI5854
 AI5854.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5854;SPC MN C     -   220,875.439   811,324.105   MT  0.99993131   +0 06 21.3
 AI5854;UTM  15      - 5,104,355.187   414,682.747   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  =   0.99987709
 AI5854!UTM  15      -   0.99994578  x   0.99968948  =   0.99963527
 AI5854
 AI5854:                Primary Azimuth Mark                     Grid Az
 AI5854:SPC MN C     -  4911 G                                   179 26 19.3
 AI5854:UTM  15      -  4911 G                                   180 20 22.8
 AI5854
 AI5854|---------------------------------------------------------------------|
 AI5854| PID    Reference Object                     Distance      Geod. Az  |
 AI5854|                                                           dddmmss.s |
 AI5854| AI5853 4911 G                              APPROX. 1.8 KM 1793240.6 |
 AI5854|---------------------------------------------------------------------|
 AI5854
 AI5854                          SUPERSEDED SURVEY CONTROL
 AI5854
 AI5854  NAVD 88 (09/27/00)  372.729  (m)         1222.86   (f) UNKNOWN     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: 15TVM1468304355(NAD 83)
 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 = OCTOBER  6, 2006
 AI5855 ***********************************************************************
 AI5855  DESIGNATION -  4911 J
 AI5855  PID         -  AI5855
 AI5855  STATE/COUNTY-  MN/MORRISON
 AI5855  USGS QUAD   -  SHEPHARD (1981)
 AI5855
 AI5855                         *CURRENT SURVEY CONTROL
 AI5855  ___________________________________________________________________
 AI5855* NAD 83(1996)-  46 08 12.29897(N)    094 06 14.07465(W)     ADJUSTED  
 AI5855* NAVD 88     -       383.646  (meters)    1258.68   (feet)  ADJUSTED  
 AI5855  ___________________________________________________________________
 AI5855  X           -    -316,864.914 (meters)                     COMP
 AI5855  Y           -  -4,416,267.863 (meters)                     COMP
 AI5855  Z           -   4,576,050.599 (meters)                     COMP
 AI5855  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AI5855  ELLIP HEIGHT-         356.79  (meters)          (10/21/02) GPS OBS
 AI5855  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AI5855  DYNAMIC HT  -         383.658 (meters)    1258.72  (feet)  COMP
 AI5855  MODELED GRAV-     980,634.4   (mgal)                       NAVD 88
 AI5855
 AI5855  HORZ ORDER  -  FIRST
 AI5855  VERT ORDER  -  SECOND    CLASS I
 AI5855  ELLP ORDER  -  FOURTH    CLASS I
 AI5855
 AI5855.The horizontal coordinates were established by GPS observations
 AI5855.and adjusted by the MN DEPT OF TRANSP in October 2002..
 AI5855
 AI5855.The orthometric height was determined by differential leveling
 AI5855.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI5855
 AI5855.The ellipsoidal height was determined by GPS observations
 AI5855.and is referenced to NAD 83.
 AI5855
 AI5855.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI5855;SPC MN C     -   226,355.455   811,287.912   MT  0.99992798   +0 06 20.4
 AI5855;UTM  15      - 5,109,833.779   414,732.748   MT  0.99968937   -0 47 45.5
 AI5855
 AI5855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5855!SPC MN C     -   0.99994407  x   0.99992798  =   0.99987205
 AI5855!UTM  15      -   0.99994407  x   0.99968937  =   0.99963346
 AI5855
 AI5855                          SUPERSEDED SURVEY CONTROL
 AI5855
 AI5855  NAVD 88 (09/27/00)  383.657  (m)         1258.71   (f) UNKNOWN     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: 15TVM1473309834(NAD 83)
 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 = OCTOBER  6, 2006
 RO0245 ***********************************************************************
 RO0245  DESIGNATION -  4912 A
 RO0245  PID         -  RO0245
 RO0245  STATE/COUNTY-  MN/MORRISON
 RO0245  USGS QUAD   -  BELLE PRAIRIE (1979)
 RO0245
 RO0245                         *CURRENT SURVEY CONTROL
 RO0245  ___________________________________________________________________
 RO0245* NAD 83(1986)-  46 00 26.     (N)    094 20 44.     (W)     SCALED    
 RO0245* NAVD 88     -       351.253  (meters)    1152.40   (feet)  ADJUSTED  
 RO0245  ___________________________________________________________________
 RO0245  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 RO0245  DYNAMIC HT  -         351.263 (meters)    1152.44  (feet)  COMP
 RO0245  MODELED GRAV-     980,631.8   (mgal)                       NAVD 88
 RO0245
 RO0245  VERT ORDER  -  FIRST     CLASS I
 RO0245
 RO0245.The horizontal coordinates were scaled from a topographic map and have
 RO0245.an estimated accuracy of +/- 6 seconds.
 RO0245
 RO0245.The orthometric height was determined by differential leveling
 RO0245.and adjusted by the National Geodetic Survey in June 1991..
 RO0245.WARNING-Repeat measurements at this control monument indicate possible
 RO0245.vertical movement.
 RO0245
 RO0245.The geoid height was determined by GEOID03.
 RO0245
 RO0245.The dynamic height is computed by dividing the NAVD 88
 RO0245.geopotential number by the normal gravity value computed on the
 RO0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0245.degrees latitude (g = 980.6199 gals.).
 RO0245
 RO0245.The modeled gravity was interpolated from observed gravity values.
 RO0245
 RO0245;                    North         East    Units  Estimated Accuracy
 RO0245;SPC MN C     -   211,950.      792,600.      MT  (+/- 180 meters Scaled)
 RO0245
 RO0245                          SUPERSEDED SURVEY CONTROL
 RO0245
 RO0245  NGVD 29 (??/??/92)  351.102  (m)         1151.91   (f) ADJ UNCH    1 1
 RO0245
 RO0245.Superseded values are not recommended for survey control.
 RO0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0245.See file dsdata.txt to determine how the superseded data were derived.
 RO0245
 RO0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL958957(NAD 83)
 RO0245_MARKER: DD = SURVEY DISK
 RO0245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RO0245_SP_SET: ABUTMENT
 RO0245_STAMPING: 4912 A 1973
 RO0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0245
 RO0245  HISTORY     - Date     Condition        Report By
 RO0245  HISTORY     - 1973     MONUMENTED       MNDT
 RO0245  HISTORY     - 1976     GOOD             NGS
 RO0245
 RO0245                          STATION DESCRIPTION
 RO0245
 RO0245'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0245'0.5 MI N FROM LITTLE FALLS.
 RO0245'THE MARK IS APPROXIMATELY 2.2 MILES NORTHERLY ALONG TRUNK HIGHWAY 371
 RO0245'FROM THE JUNCTION OF TRUNK HIGHWAYS 10, 27 AND 371 (FIRST STREET AND
 RO0245'BROADWAY AVENUE EAST) IN LITTLE FALLS.  IT IS SET IN A DRILL HOLE IN
 RO0245'THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE 49013 (NEW SOUTHBOUND TRUNK
 RO0245'HIGHWAY 371 CONNECTION TO NEW TRUNK HIGHWAY 10 BY-PASS OVER OLD TRUNK
 RO0245'HIGHWAY 371.  SW 1/4 SECTION 26, T41N, R 32W 4 P.M.
 RO0245
 RO0245                          STATION RECOVERY (1976)
 RO0245
 RO0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 RO0245'2.3 MILES NORTH ALONG COUNTY HIGHWAY 76 FROM THE JUNCTION OF STATE
 RO0245'HIGHWAY 27, AT THE STATE HIGHWAY 371 OVERPASS BRIDGE NUMBER 49013,
 RO0245'26 FT. SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANES OF STATE
 RO0245'HIGHWAY 371, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 RO0245'ABUTMENT OF THE SOUTHWEST ONE OF TWO BRIDGES, 1.5 FT. NORTHEAST OF THE
 RO0245'SOUTHWEST END OF THE ABUTMENT, THIS MARK MAY ALSO BE REACHED BY GOING
 RO0245'2.2 MILES NORTH ALONG STATE HIGHWAY 371 FROM THE STATE HIGHWAY 27
 RO0245'UNDERPASS AT LITTLE FALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4410 ***********************************************************************
 DG4410  DESIGNATION -  4913 A
 DG4410  PID         -  DG4410
 DG4410  STATE/COUNTY-  MN/MORRISON
 DG4410  USGS QUAD   -  LITTLE FALLS WEST (1994)
 DG4410
 DG4410                         *CURRENT SURVEY CONTROL
 DG4410  ___________________________________________________________________
 DG4410* NAD 83(1996)-  45 57 46.10737(N)    094 24 40.43473(W)     ADJUSTED  
 DG4410* NAVD 88     -       344.68   (meters)    1130.8    (feet)  LEVELING  
 DG4410  ___________________________________________________________________
 DG4410  X           -    -341,616.751 (meters)                     COMP
 DG4410  Y           -  -4,428,356.911 (meters)                     COMP
 DG4410  Z           -   4,562,603.571 (meters)                     COMP
 DG4410  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 DG4410  ELLIP HEIGHT-         318.12  (meters)          (02/25/04) GPS OBS
 DG4410  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DG4410
 DG4410  HORZ ORDER  -  FIRST
 DG4410  VERT ORDER  -  THIRD ?
 DG4410  ELLP ORDER  -  THIRD     CLASS I
 DG4410
 DG4410.The horizontal coordinates were established by GPS observations
 DG4410.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4410
 DG4410.The orthometric height was determined by differential leveling.
 DG4410.The vertical network tie was performed by a horz. field party for horz.
 DG4410.obs reductions. Reset procedures were used to establish the elevation.
 DG4410
 DG4410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4410
 DG4410.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4410
 DG4410.The ellipsoidal height was determined by GPS observations
 DG4410.and is referenced to NAD 83.
 DG4410
 DG4410.The geoid height was determined by GEOID03.
 DG4410
 DG4410;                    North         East     Units Scale Factor Converg.
 DG4410;SPC MN C     -   207,024.963   787,502.803   MT  0.99994300   -0 06 59.9
 DG4410;UTM  15      - 5,090,883.366   390,652.214   MT  0.99974699   -1 00 52.6
 DG4410
 DG4410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4410!SPC MN C     -   0.99995013  x   0.99994300  =   0.99989313
 DG4410!UTM  15      -   0.99995013  x   0.99974699  =   0.99969713
 DG4410
 DG4410                          SUPERSEDED SURVEY CONTROL
 DG4410
 DG4410.No superseded survey control is available for this station.
 DG4410
 DG4410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9065290883(NAD 83)
 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 - 2002
 DG4410_ROD/PIPE-DEPTH:  4.3 meters
 DG4410
 DG4410  HISTORY     - Date     Condition        Report By
 DG4410  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4411 ***********************************************************************
 DG4411  DESIGNATION -  4913 B
 DG4411  PID         -  DG4411
 DG4411  STATE/COUNTY-  MN/MORRISON
 DG4411  USGS QUAD   -  LITTLE FALLS WEST (1994)
 DG4411
 DG4411                         *CURRENT SURVEY CONTROL
 DG4411  ___________________________________________________________________
 DG4411* NAD 83(1996)-  45 56 02.49520(N)    094 24 35.94297(W)     ADJUSTED  
 DG4411* NAVD 88     -       336.98   (meters)    1105.6    (feet)  LEVELING  
 DG4411  ___________________________________________________________________
 DG4411  X           -    -341,696.705 (meters)                     COMP
 DG4411  Y           -  -4,430,651.515 (meters)                     COMP
 DG4411  Z           -   4,560,373.628 (meters)                     COMP
 DG4411  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 DG4411  ELLIP HEIGHT-         310.43  (meters)          (02/25/04) GPS OBS
 DG4411  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG4411
 DG4411  HORZ ORDER  -  FIRST
 DG4411  VERT ORDER  -  THIRD ?
 DG4411  ELLP ORDER  -  THIRD     CLASS I
 DG4411
 DG4411.The horizontal coordinates were established by GPS observations
 DG4411.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4411
 DG4411.The orthometric height was determined by differential leveling.
 DG4411.The vertical network tie was performed by a horz. field party for horz.
 DG4411.obs reductions. Reset procedures were used to establish the elevation.
 DG4411
 DG4411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4411
 DG4411.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4411
 DG4411.The ellipsoidal height was determined by GPS observations
 DG4411.and is referenced to NAD 83.
 DG4411
 DG4411.The geoid height was determined by GEOID03.
 DG4411
 DG4411;                    North         East     Units Scale Factor Converg.
 DG4411;SPC MN C     -   203,825.916   787,593.053   MT  0.99994636   -0 06 56.6
 DG4411;UTM  15      - 5,087,683.930   390,692.322   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  =   0.99989770
 DG4411!UTM  15      -   0.99995134  x   0.99974688  =   0.99969823
 DG4411
 DG4411:                Primary Azimuth Mark                     Grid Az
 DG4411:SPC MN C     -  4913 C                                   182 20 25.5
 DG4411:UTM  15      -  4913 C                                   183 14 16.5
 DG4411
 DG4411|---------------------------------------------------------------------|
 DG4411| PID    Reference Object                     Distance      Geod. Az  |
 DG4411|                                                           dddmmss.s |
 DG4411| DG4412 4913 C                              APPROX. 1.5 KM 1821328.9 |
 DG4411|---------------------------------------------------------------------|
 DG4411
 DG4411                          SUPERSEDED SURVEY CONTROL
 DG4411
 DG4411.No superseded survey control is available for this station.
 DG4411
 DG4411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9069287684(NAD 83)
 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 - 2002
 DG4411_ROD/PIPE-DEPTH:  8.8 meters
 DG4411
 DG4411  HISTORY     - Date     Condition        Report By
 DG4411  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4412 ***********************************************************************
 DG4412  DESIGNATION -  4913 C
 DG4412  PID         -  DG4412
 DG4412  STATE/COUNTY-  MN/MORRISON
 DG4412  USGS QUAD   -  LITTLE FALLS WEST (1994)
 DG4412
 DG4412                         *CURRENT SURVEY CONTROL
 DG4412  ___________________________________________________________________
 DG4412* NAD 83(1996)-  45 55 14.94991(N)    094 24 38.58945(W)     ADJUSTED  
 DG4412* NAVD 88     -       350.64   (meters)    1150.4    (feet)  LEVELING  
 DG4412  ___________________________________________________________________
 DG4412  X           -    -341,835.397 (meters)                     COMP
 DG4412  Y           -  -4,431,708.202 (meters)                     COMP
 DG4412  Z           -   4,559,362.324 (meters)                     COMP
 DG4412  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DG4412  ELLIP HEIGHT-         324.09  (meters)          (02/25/04) GPS OBS
 DG4412  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DG4412
 DG4412  HORZ ORDER  -  FIRST
 DG4412  VERT ORDER  -  THIRD ?
 DG4412  ELLP ORDER  -  THIRD     CLASS I
 DG4412
 DG4412.The horizontal coordinates were established by GPS observations
 DG4412.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4412
 DG4412.The orthometric height was determined by differential leveling.
 DG4412.The vertical network tie was performed by a horz. field party for horz.
 DG4412.obs reductions. Reset procedures were used to establish the elevation.
 DG4412
 DG4412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4412
 DG4412.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4412
 DG4412.The ellipsoidal height was determined by GPS observations
 DG4412.and is referenced to NAD 83.
 DG4412
 DG4412.The geoid height was determined by GEOID03.
 DG4412
 DG4412;                    North         East     Units Scale Factor Converg.
 DG4412;SPC MN C     -   202,358.152   787,533.064   MT  0.99994799   -0 06 58.5
 DG4412;UTM  15      - 5,086,217.579   390,609.369   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  =   0.99989719
 DG4412!UTM  15      -   0.99994920  x   0.99974711  =   0.99969632
 DG4412
 DG4412:                Primary Azimuth Mark                     Grid Az
 DG4412:SPC MN C     -  4913 B                                   002 20 25.5
 DG4412:UTM  15      -  4913 B                                   003 14 15.7
 DG4412
 DG4412|---------------------------------------------------------------------|
 DG4412| PID    Reference Object                     Distance      Geod. Az  |
 DG4412|                                                           dddmmss.s |
 DG4412| DG4411 4913 B                              APPROX. 1.5 KM 0021327.0 |
 DG4412|---------------------------------------------------------------------|
 DG4412
 DG4412                          SUPERSEDED SURVEY CONTROL
 DG4412
 DG4412.No superseded survey control is available for this station.
 DG4412
 DG4412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9060986218(NAD 83)
 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 - 2002
 DG4412_ROD/PIPE-DEPTH:  3.0 meters
 DG4412
 DG4412  HISTORY     - Date     Condition        Report By
 DG4412  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4413 ***********************************************************************
 DG4413  DESIGNATION -  4913 D
 DG4413  PID         -  DG4413
 DG4413  STATE/COUNTY-  MN/MORRISON
 DG4413  USGS QUAD   -  LITTLE FALLS WEST (1994)
 DG4413
 DG4413                         *CURRENT SURVEY CONTROL
 DG4413  ___________________________________________________________________
 DG4413* NAD 83(1996)-  45 52 53.14951(N)    094 24 37.99722(W)     ADJUSTED  
 DG4413* NAVD 88     -       346.59   (meters)    1137.1    (feet)  LEVELING  
 DG4413  ___________________________________________________________________
 DG4413  X           -    -342,064.255 (meters)                     COMP
 DG4413  Y           -  -4,434,841.276 (meters)                     COMP
 DG4413  Z           -   4,556,312.566 (meters)                     COMP
 DG4413  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 DG4413  ELLIP HEIGHT-         320.03  (meters)          (02/25/04) GPS OBS
 DG4413  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG4413
 DG4413  HORZ ORDER  -  FIRST
 DG4413  VERT ORDER  -  THIRD ?
 DG4413  ELLP ORDER  -  THIRD     CLASS I
 DG4413
 DG4413.The horizontal coordinates were established by GPS observations
 DG4413.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4413
 DG4413.The orthometric height was determined by differential leveling.
 DG4413.The vertical network tie was performed by a horz. field party for horz.
 DG4413.obs reductions. Reset procedures were used to establish the elevation.
 DG4413
 DG4413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4413
 DG4413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4413
 DG4413.The ellipsoidal height was determined by GPS observations
 DG4413.and is referenced to NAD 83.
 DG4413
 DG4413.The geoid height was determined by GEOID03.
 DG4413
 DG4413;                    North         East     Units Scale Factor Converg.
 DG4413;SPC MN C     -   197,980.289   787,536.950   MT  0.99995316   -0 06 58.1
 DG4413;UTM  15      - 5,081,841.082   390,544.738   MT  0.99974728   -1 00 45.9
 DG4413
 DG4413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4413!SPC MN C     -   0.99994983  x   0.99995316  =   0.99990299
 DG4413!UTM  15      -   0.99994983  x   0.99974728  =   0.99969712
 DG4413
 DG4413:                Primary Azimuth Mark                     Grid Az
 DG4413:SPC MN C     -  4913 E                                   180 44 59.8
 DG4413:UTM  15      -  4913 E                                   181 38 47.6
 DG4413
 DG4413|---------------------------------------------------------------------|
 DG4413| PID    Reference Object                     Distance      Geod. Az  |
 DG4413|                                                           dddmmss.s |
 DG4413| DG4414 4913 E                              APPROX. 1.7 KM 1803801.7 |
 DG4413|---------------------------------------------------------------------|
 DG4413
 DG4413                          SUPERSEDED SURVEY CONTROL
 DG4413
 DG4413.No superseded survey control is available for this station.
 DG4413
 DG4413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9054581841(NAD 83)
 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 - 2002
 DG4413_ROD/PIPE-DEPTH:  4.0 meters
 DG4413
 DG4413  HISTORY     - Date     Condition        Report By
 DG4413  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4414 ***********************************************************************
 DG4414  DESIGNATION -  4913 E
 DG4414  PID         -  DG4414
 DG4414  STATE/COUNTY-  MN/MORRISON
 DG4414  USGS QUAD   -  BOWLUS (1978)
 DG4414
 DG4414                         *CURRENT SURVEY CONTROL
 DG4414  ___________________________________________________________________
 DG4414* NAD 83(1996)-  45 51 56.86177(N)    094 24 38.88853(W)     ADJUSTED  
 DG4414* NAVD 88     -       350.16   (meters)    1148.8    (feet)  LEVELING  
 DG4414  ___________________________________________________________________
 DG4414  X           -    -342,179.553 (meters)                     COMP
 DG4414  Y           -  -4,436,086.102 (meters)                     COMP
 DG4414  Z           -   4,555,105.097 (meters)                     COMP
 DG4414  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 DG4414  ELLIP HEIGHT-         323.61  (meters)          (02/25/04) GPS OBS
 DG4414  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG4414
 DG4414  HORZ ORDER  -  FIRST
 DG4414  VERT ORDER  -  THIRD ?
 DG4414  ELLP ORDER  -  THIRD     CLASS I
 DG4414
 DG4414.The horizontal coordinates were established by GPS observations
 DG4414.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4414
 DG4414.The orthometric height was determined by differential leveling.
 DG4414.The vertical network tie was performed by a horz. field party for horz.
 DG4414.obs reductions. Reset procedures were used to establish the elevation.
 DG4414
 DG4414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4414
 DG4414.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4414
 DG4414.The ellipsoidal height was determined by GPS observations
 DG4414.and is referenced to NAD 83.
 DG4414
 DG4414.The geoid height was determined by GEOID03.
 DG4414
 DG4414;                    North         East     Units Scale Factor Converg.
 DG4414;SPC MN C     -   196,242.545   787,514.203   MT  0.99995534   -0 06 58.8
 DG4414;UTM  15      - 5,080,104.266   390,494.817   MT  0.99974742   -1 00 45.5
 DG4414
 DG4414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4414!SPC MN C     -   0.99994927  x   0.99995534  =   0.99990461
 DG4414!UTM  15      -   0.99994927  x   0.99974742  =   0.99969670
 DG4414
 DG4414:                Primary Azimuth Mark                     Grid Az
 DG4414:SPC MN C     -  4913 D                                   000 44 59.9
 DG4414:UTM  15      -  4913 D                                   001 38 46.6
 DG4414
 DG4414|---------------------------------------------------------------------|
 DG4414| PID    Reference Object                     Distance      Geod. Az  |
 DG4414|                                                           dddmmss.s |
 DG4414| DG4413 4913 D                              APPROX. 1.7 KM 0003801.1 |
 DG4414|---------------------------------------------------------------------|
 DG4414
 DG4414                          SUPERSEDED SURVEY CONTROL
 DG4414
 DG4414.No superseded survey control is available for this station.
 DG4414
 DG4414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9049580104(NAD 83)
 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 - 2002
 DG4414_ROD/PIPE-DEPTH:  5.2 meters
 DG4414
 DG4414  HISTORY     - Date     Condition        Report By
 DG4414  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4415 ***********************************************************************
 DG4415  DESIGNATION -  4913 F
 DG4415  PID         -  DG4415
 DG4415  STATE/COUNTY-  MN/MORRISON
 DG4415  USGS QUAD   -  BOWLUS (1978)
 DG4415
 DG4415                         *CURRENT SURVEY CONTROL
 DG4415  ___________________________________________________________________
 DG4415* NAD 83(1996)-  45 50 02.17259(N)    094 25 15.14465(W)     ADJUSTED  
 DG4415* NAVD 88     -       342.24   (meters)    1122.8    (feet)  LEVELING  
 DG4415  ___________________________________________________________________
 DG4415  X           -    -343,154.726 (meters)                     COMP
 DG4415  Y           -  -4,438,553.645 (meters)                     COMP
 DG4415  Z           -   4,552,632.833 (meters)                     COMP
 DG4415  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 DG4415  ELLIP HEIGHT-         315.66  (meters)          (02/25/04) GPS OBS
 DG4415  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DG4415
 DG4415  HORZ ORDER  -  FIRST
 DG4415  VERT ORDER  -  THIRD ?
 DG4415  ELLP ORDER  -  THIRD     CLASS I
 DG4415
 DG4415.The horizontal coordinates were established by GPS observations
 DG4415.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4415
 DG4415.The orthometric height was determined by differential leveling.
 DG4415.The vertical network tie was performed by a horz. field party for horz.
 DG4415.obs reductions. Reset procedures were used to establish the elevation.
 DG4415
 DG4415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4415
 DG4415.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4415
 DG4415.The ellipsoidal height was determined by GPS observations
 DG4415.and is referenced to NAD 83.
 DG4415
 DG4415.The geoid height was determined by GEOID03.
 DG4415
 DG4415;                    North         East     Units Scale Factor Converg.
 DG4415;SPC MN C     -   192,703.363   786,724.573   MT  0.99996001   -0 07 25.0
 DG4415;UTM  15      - 5,076,578.603   389,650.114   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.No superseded survey control is available for this station.
 DG4415
 DG4415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8965076579(NAD 83)
 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 - 2002
 DG4415_ROD/PIPE-DEPTH: 18.3 meters
 DG4415
 DG4415  HISTORY     - Date     Condition        Report By
 DG4415  HISTORY     - 2002     MONUMENTED       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'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4416 ***********************************************************************
 DG4416  DESIGNATION -  4913 G
 DG4416  PID         -  DG4416
 DG4416  STATE/COUNTY-  MN/MORRISON
 DG4416  USGS QUAD   -  BOWLUS (1978)
 DG4416
 DG4416                         *CURRENT SURVEY CONTROL
 DG4416  ___________________________________________________________________
 DG4416* NAD 83(1996)-  45 50 03.15179(N)    094 26 27.25921(W)     ADJUSTED  
 DG4416* NAVD 88     -       343.73   (meters)    1127.7    (feet)  LEVELING  
 DG4416  ___________________________________________________________________
 DG4416  X           -    -344,704.920 (meters)                     COMP
 DG4416  Y           -  -4,438,412.826 (meters)                     COMP
 DG4416  Z           -   4,552,654.981 (meters)                     COMP
 DG4416  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 DG4416  ELLIP HEIGHT-         317.17  (meters)          (02/25/04) GPS OBS
 DG4416  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG4416
 DG4416  HORZ ORDER  -  FIRST
 DG4416  VERT ORDER  -  THIRD ?
 DG4416  ELLP ORDER  -  THIRD     CLASS I
 DG4416
 DG4416.The horizontal coordinates were established by GPS observations
 DG4416.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4416
 DG4416.The orthometric height was determined by differential leveling.
 DG4416.The vertical network tie was performed by a horz. field party for horz.
 DG4416.obs reductions. Reset procedures were used to establish the elevation.
 DG4416
 DG4416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4416
 DG4416.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4416
 DG4416.The ellipsoidal height was determined by GPS observations
 DG4416.and is referenced to NAD 83.
 DG4416
 DG4416.The geoid height was determined by GEOID03.
 DG4416
 DG4416;                    North         East     Units Scale Factor Converg.
 DG4416;SPC MN C     -   192,737.149   785,168.346   MT  0.99995997   -0 08 17.2
 DG4416;UTM  15      - 5,076,636.698   388,094.929   MT  0.99975395   -1 02 01.3
 DG4416
 DG4416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4416!SPC MN C     -   0.99995028  x   0.99995997  =   0.99991025
 DG4416!UTM  15      -   0.99995028  x   0.99975395  =   0.99970424
 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.No superseded survey control is available for this station.
 DG4416
 DG4416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8809576637(NAD 83)
 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 - 2002
 DG4416_ROD/PIPE-DEPTH:  6.1 meters
 DG4416
 DG4416  HISTORY     - Date     Condition        Report By
 DG4416  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4417 ***********************************************************************
 DG4417  DESIGNATION -  4913 H
 DG4417  PID         -  DG4417
 DG4417  STATE/COUNTY-  MN/MORRISON
 DG4417  USGS QUAD   -  BOWLUS (1978)
 DG4417
 DG4417                         *CURRENT SURVEY CONTROL
 DG4417  ___________________________________________________________________
 DG4417* NAD 83(1996)-  45 50 02.10924(N)    094 27 25.62565(W)     ADJUSTED  
 DG4417* NAVD 88     -       346.94   (meters)    1138.3    (feet)  LEVELING  
 DG4417  ___________________________________________________________________
 DG4417  X           -    -345,962.805 (meters)                     COMP
 DG4417  Y           -  -4,438,340.358 (meters)                     COMP
 DG4417  Z           -   4,552,634.856 (meters)                     COMP
 DG4417  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 DG4417  ELLIP HEIGHT-         320.38  (meters)          (02/25/04) GPS OBS
 DG4417  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DG4417
 DG4417  HORZ ORDER  -  FIRST
 DG4417  VERT ORDER  -  THIRD ?
 DG4417  ELLP ORDER  -  THIRD     CLASS I
 DG4417
 DG4417.The horizontal coordinates were established by GPS observations
 DG4417.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4417
 DG4417.The orthometric height was determined by differential leveling.
 DG4417.The vertical network tie was performed by a horz. field party for horz.
 DG4417.obs reductions. Reset procedures were used to establish the elevation.
 DG4417
 DG4417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4417
 DG4417.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4417
 DG4417.The ellipsoidal height was determined by GPS observations
 DG4417.and is referenced to NAD 83.
 DG4417
 DG4417.The geoid height was determined by GEOID03.
 DG4417
 DG4417;                    North         East     Units Scale Factor Converg.
 DG4417;SPC MN C     -   192,708.127   783,908.665   MT  0.99996001   -0 08 59.4
 DG4417;UTM  15      - 5,076,627.370   386,835.206   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.No superseded survey control is available for this station.
 DG4417
 DG4417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8683576627(NAD 83)
 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 - 2002
 DG4417_ROD/PIPE-DEPTH:  3.7 meters
 DG4417
 DG4417  HISTORY     - Date     Condition        Report By
 DG4417  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4418 ***********************************************************************
 DG4418  DESIGNATION -  4913 J
 DG4418  PID         -  DG4418
 DG4418  STATE/COUNTY-  MN/MORRISON
 DG4418  USGS QUAD   -  BOWLUS (1978)
 DG4418
 DG4418                         *CURRENT SURVEY CONTROL
 DG4418  ___________________________________________________________________
 DG4418* NAD 83(1996)-  45 50 00.06556(N)    094 29 37.13292(W)     ADJUSTED  
 DG4418* NAVD 88     -       354.21   (meters)    1162.1    (feet)  LEVELING  
 DG4418  ___________________________________________________________________
 DG4418  X           -    -348,796.410 (meters)                     COMP
 DG4418  Y           -  -4,438,169.070 (meters)                     COMP
 DG4418  Z           -   4,552,596.120 (meters)                     COMP
 DG4418  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 DG4418  ELLIP HEIGHT-         327.67  (meters)          (02/25/04) GPS OBS
 DG4418  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DG4418
 DG4418  HORZ ORDER  -  FIRST
 DG4418  VERT ORDER  -  THIRD ?
 DG4418  ELLP ORDER  -  THIRD     CLASS I
 DG4418
 DG4418.The horizontal coordinates were established by GPS observations
 DG4418.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4418
 DG4418.The orthometric height was determined by differential leveling.
 DG4418.The vertical network tie was performed by a horz. field party for horz.
 DG4418.obs reductions. Reset procedures were used to establish the elevation.
 DG4418
 DG4418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4418
 DG4418.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4418
 DG4418.The ellipsoidal height was determined by GPS observations
 DG4418.and is referenced to NAD 83.
 DG4418
 DG4418.The geoid height was determined by GEOID03.
 DG4418
 DG4418;                    North         East     Units Scale Factor Converg.
 DG4418;SPC MN C     -   192,653.108   781,070.423   MT  0.99996010   -0 10 34.5
 DG4418;UTM  15      - 5,076,616.713   383,997.015   MT  0.99976543   -1 04 17.5
 DG4418
 DG4418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4418!SPC MN C     -   0.99994863  x   0.99996010  =   0.99990874
 DG4418!UTM  15      -   0.99994863  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.No superseded survey control is available for this station.
 DG4418
 DG4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8399776617(NAD 83)
 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 - 2002
 DG4418_ROD/PIPE-DEPTH:  5.8 meters
 DG4418
 DG4418  HISTORY     - Date     Condition        Report By
 DG4418  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4419 ***********************************************************************
 DG4419  DESIGNATION -  4913 K
 DG4419  PID         -  DG4419
 DG4419  STATE/COUNTY-  MN/MORRISON
 DG4419  USGS QUAD   -  BOWLUS (1978)
 DG4419
 DG4419                         *CURRENT SURVEY CONTROL
 DG4419  ___________________________________________________________________
 DG4419* NAD 83(1996)-  45 49 06.69520(N)    094 29 36.76467(W)     ADJUSTED  
 DG4419* NAVD 88     -       350.48   (meters)    1149.9    (feet)  LEVELING  
 DG4419  ___________________________________________________________________
 DG4419  X           -    -348,880.880 (meters)                     COMP
 DG4419  Y           -  -4,439,345.353 (meters)                     COMP
 DG4419  Z           -   4,551,445.140 (meters)                     COMP
 DG4419  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 DG4419  ELLIP HEIGHT-         323.93  (meters)          (02/25/04) GPS OBS
 DG4419  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DG4419
 DG4419  HORZ ORDER  -  FIRST
 DG4419  VERT ORDER  -  THIRD ?
 DG4419  ELLP ORDER  -  THIRD     CLASS I
 DG4419
 DG4419.The horizontal coordinates were established by GPS observations
 DG4419.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4419
 DG4419.The orthometric height was determined by differential leveling.
 DG4419.The vertical network tie was performed by a horz. field party for horz.
 DG4419.obs reductions. Reset procedures were used to establish the elevation.
 DG4419
 DG4419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4419
 DG4419.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4419
 DG4419.The ellipsoidal height was determined by GPS observations
 DG4419.and is referenced to NAD 83.
 DG4419
 DG4419.The geoid height was determined by GEOID03.
 DG4419
 DG4419;                    North         East     Units Scale Factor Converg.
 DG4419;SPC MN C     -   191,005.376   781,073.304   MT  0.99996238   -0 10 34.2
 DG4419;UTM  15      - 5,074,969.460   383,974.158   MT  0.99976550   -1 04 16.3
 DG4419
 DG4419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4419!SPC MN C     -   0.99994922  x   0.99996238  =   0.99991160
 DG4419!UTM  15      -   0.99994922  x   0.99976550  =   0.99971473
 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.No superseded survey control is available for this station.
 DG4419
 DG4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8397474969(NAD 83)
 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     - 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 (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 = OCTOBER  6, 2006
 DG4420 ***********************************************************************
 DG4420  DESIGNATION -  4913 L
 DG4420  PID         -  DG4420
 DG4420  STATE/COUNTY-  MN/MORRISON
 DG4420  USGS QUAD   -  UPSALA (1978)
 DG4420
 DG4420                         *CURRENT SURVEY CONTROL
 DG4420  ___________________________________________________________________
 DG4420* NAD 83(1996)-  45 49 01.46229(N)    094 32 07.30736(W)     ADJUSTED  
 DG4420* NAVD 88     -       361.44   (meters)    1185.8    (feet)  LEVELING  
 DG4420  ___________________________________________________________________
 DG4420  X           -    -352,130.616 (meters)                     COMP
 DG4420  Y           -  -4,439,212.665 (meters)                     COMP
 DG4420  Z           -   4,551,340.401 (meters)                     COMP
 DG4420  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 DG4420  ELLIP HEIGHT-         334.90  (meters)          (02/25/04) GPS OBS
 DG4420  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DG4420
 DG4420  HORZ ORDER  -  FIRST
 DG4420  VERT ORDER  -  THIRD ?
 DG4420  ELLP ORDER  -  THIRD     CLASS I
 DG4420
 DG4420.The horizontal coordinates were established by GPS observations
 DG4420.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4420
 DG4420.The orthometric height was determined by differential leveling.
 DG4420.The vertical network tie was performed by a horz. field party for horz.
 DG4420.obs reductions. Reset procedures were used to establish the elevation.
 DG4420
 DG4420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4420
 DG4420.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4420
 DG4420.The ellipsoidal height was determined by GPS observations
 DG4420.and is referenced to NAD 83.
 DG4420
 DG4420.The geoid height was determined by GEOID03.
 DG4420
 DG4420;                    North         East     Units Scale Factor Converg.
 DG4420;SPC MN C     -   190,854.671   777,822.974   MT  0.99996260   -0 12 23.1
 DG4420;UTM  15      - 5,074,869.556   380,722.496   MT  0.99977491   -1 06 04.2
 DG4420
 DG4420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4420!SPC MN C     -   0.99994750  x   0.99996260  =   0.99991010
 DG4420!UTM  15      -   0.99994750  x   0.99977491  =   0.99972242
 DG4420
 DG4420                          SUPERSEDED SURVEY CONTROL
 DG4420
 DG4420.No superseded survey control is available for this station.
 DG4420
 DG4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8072274870(NAD 83)
 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 - 2002
 DG4420_ROD/PIPE-DEPTH:  8.8 meters
 DG4420
 DG4420  HISTORY     - Date     Condition        Report By
 DG4420  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4421 ***********************************************************************
 DG4421  DESIGNATION -  4913 M
 DG4421  PID         -  DG4421
 DG4421  STATE/COUNTY-  MN/MORRISON
 DG4421  USGS QUAD   -  UPSALA (1978)
 DG4421
 DG4421                         *CURRENT SURVEY CONTROL
 DG4421  ___________________________________________________________________
 DG4421* NAD 83(1996)-  45 48 58.52020(N)    094 33 21.31922(W)     ADJUSTED  
 DG4421* NAVD 88     -       370.85   (meters)    1216.7    (feet)  LEVELING  
 DG4421  ___________________________________________________________________
 DG4421  X           -    -353,729.166 (meters)                     COMP
 DG4421  Y           -  -4,439,157.502 (meters)                     COMP
 DG4421  Z           -   4,551,283.838 (meters)                     COMP
 DG4421  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 DG4421  ELLIP HEIGHT-         344.31  (meters)          (02/25/04) GPS OBS
 DG4421  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DG4421
 DG4421  HORZ ORDER  -  FIRST
 DG4421  VERT ORDER  -  THIRD ?
 DG4421  ELLP ORDER  -  THIRD     CLASS I
 DG4421
 DG4421.The horizontal coordinates were established by GPS observations
 DG4421.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4421
 DG4421.The orthometric height was determined by differential leveling.
 DG4421.The vertical network tie was performed by a horz. field party for horz.
 DG4421.obs reductions. Reset procedures were used to establish the elevation.
 DG4421
 DG4421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4421
 DG4421.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4421
 DG4421.The ellipsoidal height was determined by GPS observations
 DG4421.and is referenced to NAD 83.
 DG4421
 DG4421.The geoid height was determined by GEOID03.
 DG4421
 DG4421;                    North         East     Units Scale Factor Converg.
 DG4421;SPC MN C     -   190,769.804   776,224.898   MT  0.99996273   -0 13 16.7
 DG4421;UTM  15      - 5,074,809.663   379,123.586   MT  0.99977963   -1 06 57.2
 DG4421
 DG4421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4421!SPC MN C     -   0.99994602  x   0.99996273  =   0.99990876
 DG4421!UTM  15      -   0.99994602  x   0.99977963  =   0.99972567
 DG4421
 DG4421                          SUPERSEDED SURVEY CONTROL
 DG4421
 DG4421.No superseded survey control is available for this station.
 DG4421
 DG4421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7912474810(NAD 83)
 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 - 2002
 DG4421_ROD/PIPE-DEPTH:  5.2 meters
 DG4421
 DG4421  HISTORY     - Date     Condition        Report By
 DG4421  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4422 ***********************************************************************
 DG4422  DESIGNATION -  4913 P
 DG4422  PID         -  DG4422
 DG4422  STATE/COUNTY-  MN/MORRISON
 DG4422  USGS QUAD   -  UPSALA (1978)
 DG4422
 DG4422                         *CURRENT SURVEY CONTROL
 DG4422  ___________________________________________________________________
 DG4422* NAD 83(1996)-  45 47 36.56803(N)    094 34 16.03969(W)     ADJUSTED  
 DG4422* NAVD 88     -       373.70   (meters)    1226.0    (feet)  LEVELING  
 DG4422  ___________________________________________________________________
 DG4422  X           -    -355,051.570 (meters)                     COMP
 DG4422  Y           -  -4,440,873.895 (meters)                     COMP
 DG4422  Z           -   4,549,521.954 (meters)                     COMP
 DG4422  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DG4422  ELLIP HEIGHT-         347.15  (meters)          (02/25/04) GPS OBS
 DG4422  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DG4422
 DG4422  HORZ ORDER  -  FIRST
 DG4422  VERT ORDER  -  THIRD ?
 DG4422  ELLP ORDER  -  THIRD     CLASS I
 DG4422
 DG4422.The horizontal coordinates were established by GPS observations
 DG4422.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4422
 DG4422.The orthometric height was determined by differential leveling.
 DG4422.The vertical network tie was performed by a horz. field party for horz.
 DG4422.obs reductions. Reset procedures were used to establish the elevation.
 DG4422
 DG4422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4422
 DG4422.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4422
 DG4422.The ellipsoidal height was determined by GPS observations
 DG4422.and is referenced to NAD 83.
 DG4422
 DG4422.The geoid height was determined by GEOID03.
 DG4422
 DG4422;                    North         East     Units Scale Factor Converg.
 DG4422;SPC MN C     -   188,244.374   775,033.350   MT  0.99996638   -0 13 56.3
 DG4422;UTM  15      - 5,072,303.598   377,892.990   MT  0.99978330   -1 07 34.9
 DG4422
 DG4422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4422!SPC MN C     -   0.99994558  x   0.99996638  =   0.99991196
 DG4422!UTM  15      -   0.99994558  x   0.99978330  =   0.99972889
 DG4422
 DG4422                          SUPERSEDED SURVEY CONTROL
 DG4422
 DG4422.No superseded survey control is available for this station.
 DG4422
 DG4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7789372304(NAD 83)
 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 - 2002
 DG4422_ROD/PIPE-DEPTH:  3.0 meters
 DG4422
 DG4422  HISTORY     - Date     Condition        Report By
 DG4422  HISTORY     - 2002     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0687 ***********************************************************************
 PP0687  DESIGNATION -  5
 PP0687  PID         -  PP0687
 PP0687  STATE/COUNTY-  MN/WASHINGTON
 PP0687  USGS QUAD   -  HUDSON (1993)
 PP0687
 PP0687                         *CURRENT SURVEY CONTROL
 PP0687  ___________________________________________________________________
 PP0687* NAD 83(1986)-  44 54 06.     (N)    092 46 55.     (W)     SCALED    
 PP0687* NAVD 88     -       209.924  (meters)     688.73   (feet)  ADJUSTED  
 PP0687  ___________________________________________________________________
 PP0687  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 PP0687  DYNAMIC HT  -         209.906 (meters)     688.67  (feet)  COMP
 PP0687  MODELED GRAV-     980,527.1   (mgal)                       NAVD 88
 PP0687
 PP0687  VERT ORDER  -  SECOND    CLASS I
 PP0687
 PP0687.The horizontal coordinates were scaled from a topographic map and have
 PP0687.an estimated accuracy of +/- 6 seconds.
 PP0687
 PP0687.The orthometric height was determined by differential leveling
 PP0687.and adjusted by the National Geodetic Survey in June 1991..
 PP0687
 PP0687.The geoid height was determined by GEOID03.
 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     -   312,020.      896,200.      MT  (+/- 180 meters Scaled)
 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: 15TWK172720(NAD 83)
 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 = OCTOBER  6, 2006
 DF5909 ***********************************************************************
 DF5909  DESIGNATION -  5
 DF5909  PID         -  DF5909
 DF5909  STATE/COUNTY-  MN/KANABEC
 DF5909  USGS QUAD   -  GRASSTON (1983)
 DF5909
 DF5909                         *CURRENT SURVEY CONTROL
 DF5909  ___________________________________________________________________
 DF5909* NAD 83(1996)-  45 47 41.80872(N)    093 08 44.39045(W)     ADJUSTED  
 DF5909* NAVD 88     -       294.1    (meters)     965.     (feet)  GPS OBS   
 DF5909  ___________________________________________________________________
 DF5909  X           -    -244,459.399 (meters)                     COMP
 DF5909  Y           -  -4,448,159.724 (meters)                     COMP
 DF5909  Z           -   4,549,576.645 (meters)                     COMP
 DF5909  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 DF5909  ELLIP HEIGHT-         266.06  (meters)          (05/27/03) GPS OBS
 DF5909  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DF5909
 DF5909  HORZ ORDER  -  FIRST
 DF5909  ELLP ORDER  -  THIRD     CLASS I
 DF5909
 DF5909.The horizontal coordinates were established by GPS observations
 DF5909.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5909
 DF5909.The orthometric height was determined by GPS observations and a
 DF5909.high-resolution geoid model.
 DF5909
 DF5909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5909
 DF5909.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5909
 DF5909.The ellipsoidal height was determined by GPS observations
 DF5909.and is referenced to NAD 83.
 DF5909
 DF5909.The geoid height was determined by GEOID03.
 DF5909
 DF5909;                    North         East     Units Scale Factor Converg.
 DF5909;SPC MN C     -   188,954.100   885,855.272   MT  0.99996614   +0 47 55.9
 DF5909;UTM  15      - 5,071,275.409   488,679.307   MT  0.99960158   -0 06 15.9
 DF5909
 DF5909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5909!SPC MN C     -   0.99995829  x   0.99996614  =   0.99992443
 DF5909!UTM  15      -   0.99995829  x   0.99960158  =   0.99955989
 DF5909
 DF5909                          SUPERSEDED SURVEY CONTROL
 DF5909
 DF5909.No superseded survey control is available for this station.
 DF5909
 DF5909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8867971275(NAD 83)
 DF5909_MARKER: DD = SURVEY DISK
 DF5909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5909_STAMPING: NO 5
 DF5909_MARK LOGO: MN-115
 DF5909_PROJECTION: FLUSH
 DF5909_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5909+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 DF5909
 DF5909  HISTORY     - Date     Condition        Report By
 DF5909  HISTORY     - 1999     MONUMENTED       MN-115
 DF5909  HISTORY     - 20021010 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0258 ***********************************************************************
 OP0258  DESIGNATION -  5 001
 OP0258  PID         -  OP0258
 OP0258  STATE/COUNTY-  MN/WATONWAN
 OP0258  USGS QUAD   -  BUTTERFIELD (1970)
 OP0258
 OP0258                         *CURRENT SURVEY CONTROL
 OP0258  ___________________________________________________________________
 OP0258* NAD 83(1986)-  43 58 30.     (N)    094 48 01.     (W)     SCALED    
 OP0258* NAVD 88     -       352.503  (meters)    1156.50   (feet)  ADJUSTED  
 OP0258  ___________________________________________________________________
 OP0258  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 OP0258  DYNAMIC HT  -         352.435 (meters)    1156.28  (feet)  COMP
 OP0258  MODELED GRAV-     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
 OP0258.and adjusted by the National Geodetic Survey in June 1991..
 OP0258
 OP0258.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0679 ***********************************************************************
 SK0679  DESIGNATION -  5 CER
 SK0679  PID         -  SK0679
 SK0679  STATE/COUNTY-  MN/CLEARWATER
 SK0679  USGS QUAD   -  LEONARD (1969)
 SK0679
 SK0679                         *CURRENT SURVEY CONTROL
 SK0679  ___________________________________________________________________
 SK0679* NAD 83(1986)-  47 39 40.     (N)    095 17 25.     (W)     SCALED    
 SK0679* NAVD 88     -       440.245  (meters)    1444.37   (feet)  ADJUSTED  
 SK0679  ___________________________________________________________________
 SK0679  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 SK0679  DYNAMIC HT  -         440.302 (meters)    1444.56  (feet)  COMP
 SK0679  MODELED GRAV-     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
 SK0679.and adjusted by the National Geodetic Survey in June 1991..
 SK0679
 SK0679.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 SK0681 ***********************************************************************
 SK0681  DESIGNATION -  5 CER A TBM
 SK0681  PID         -  SK0681
 SK0681  STATE/COUNTY-  MN/CLEARWATER
 SK0681  USGS QUAD   -  LEONARD (1969)
 SK0681
 SK0681                         *CURRENT SURVEY CONTROL
 SK0681  ___________________________________________________________________
 SK0681* NAD 83(1986)-  47 39 55.     (N)    095 18 13.     (W)     SCALED    
 SK0681* NAVD 88     -       435.101  (meters)    1427.49   (feet)  ADJUSTED  
 SK0681  ___________________________________________________________________
 SK0681  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 SK0681  DYNAMIC HT  -         435.158 (meters)    1427.68  (feet)  COMP
 SK0681  MODELED GRAV-     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
 SK0681.and adjusted by the National Geodetic Survey in June 1991..
 SK0681
 SK0681.The geoid height was determined by GEOID03.
 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_MARKER: Q = CHISELED SQUARE
 SK0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0681_SP_SET: ON TOP OF CONCRETE CULVERT
 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 = OCTOBER  6, 2006
 SK0680 ***********************************************************************
 SK0680  DESIGNATION -  5 CER RM
 SK0680  PID         -  SK0680
 SK0680  STATE/COUNTY-  MN/CLEARWATER
 SK0680  USGS QUAD   -  LEONARD (1969)
 SK0680
 SK0680                         *CURRENT SURVEY CONTROL
 SK0680  ___________________________________________________________________
 SK0680* NAD 83(1986)-  47 39 40.     (N)    095 17 26.     (W)     SCALED    
 SK0680* NAVD 88     -       437.521  (meters)    1435.43   (feet)  ADJUSTED  
 SK0680  ___________________________________________________________________
 SK0680  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 SK0680  DYNAMIC HT  -         437.577 (meters)    1435.62  (feet)  COMP
 SK0680  MODELED GRAV-     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
 SK0680.and adjusted by the National Geodetic Survey in June 1991..
 SK0680
 SK0680.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DH8986 ***********************************************************************
 DH8986  DESIGNATION -  5 DLS
 DH8986  PID         -  DH8986
 DH8986  STATE/COUNTY-  MN/ITASCA
 DH8986  USGS QUAD   -  LITTLE WINNIBIGOSHISH LAKE (1996)
 DH8986
 DH8986                         *CURRENT SURVEY CONTROL
 DH8986  ___________________________________________________________________
 DH8986* NAD 83(1986)-  47 26 31.     (N)    094 01 02.     (W)     SCALED    
 DH8986* NAVD 88     -       400.688  (meters)    1314.59   (feet)  ADJUSTED  
 DH8986  ___________________________________________________________________
 DH8986  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DH8986  DYNAMIC HT  -         400.736 (meters)    1314.75  (feet)  COMP
 DH8986  MODELED GRAV-     980,721.5   (mgal)                       NAVD 88
 DH8986
 DH8986  VERT ORDER  -  SECOND    CLASS I
 DH8986
 DH8986.The horizontal coordinates were scaled from a topographic map and have
 DH8986.an estimated accuracy of +/- 6 seconds.
 DH8986
 DH8986.The orthometric height was determined by differential leveling
 DH8986.and adjusted by the National Geodetic Survey in September 2006..
 DH8986
 DH8986.The geoid height was determined by GEOID03.
 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     -   205,130.      730,820.      MT  (+/- 180 meters Scaled)
 DH8986
 DH8986                          SUPERSEDED SURVEY CONTROL
 DH8986
 DH8986.No superseded survey control is available for this station.
 DH8986
 DH8986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN233547(NAD 83)
 DH8986_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 DF4770 ***********************************************************************
 DF4770  DESIGNATION -  5 GJS
 DF4770  PID         -  DF4770
 DF4770  STATE/COUNTY-  MN/DODGE
 DF4770  USGS QUAD   -  BIXBY (1967)
 DF4770
 DF4770                         *CURRENT SURVEY CONTROL
 DF4770  ___________________________________________________________________
 DF4770* NAD 83(1996)-  43 57 26.27822(N)    093 00 19.70871(W)     ADJUSTED  
 DF4770* NAVD 88     -       389.4    (meters)    1278.     (feet)  GPS OBS   
 DF4770  ___________________________________________________________________
 DF4770  X           -    -241,133.493 (meters)                     COMP
 DF4770  Y           -  -4,592,704.617 (meters)                     COMP
 DF4770  Z           -   4,404,927.714 (meters)                     COMP
 DF4770  LAPLACE CORR-          -8.15  (seconds)                    DEFLEC99
 DF4770  ELLIP HEIGHT-         360.54  (meters)          (04/02/03) GPS OBS
 DF4770  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DF4770
 DF4770  HORZ ORDER  -  FIRST
 DF4770  ELLP ORDER  -  THIRD     CLASS II
 DF4770
 DF4770.The horizontal coordinates were established by GPS observations
 DF4770.and adjusted by the MN DEPT OF TRANSP in April 2003..
 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 DEFLEC99 derived deflections.
 DF4770
 DF4770.The ellipsoidal height was determined by GPS observations
 DF4770.and is referenced to NAD 83.
 DF4770
 DF4770.The geoid height was determined by GEOID03.
 DF4770
 DF4770;                    North         East     Units Scale Factor Converg.
 DF4770;SPC MN S     -   206,853.238   879,819.663   MT  0.99996685   +0 41 49.5
 DF4770;UTM  15      - 4,867,130.223   499,560.761   MT  0.99960000   -0 00 13.7
 DF4770
 DF4770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4770!SPC MN S     -   0.99994347  x   0.99996685  =   0.99991032
 DF4770!UTM  15      -   0.99994347  x   0.99960000  =   0.99954349
 DF4770
 DF4770                          SUPERSEDED SURVEY CONTROL
 DF4770
 DF4770.No superseded survey control is available for this station.
 DF4770
 DF4770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9956167130(NAD 83)
 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 = OCTOBER  6, 2006
 AB9894 ***********************************************************************
 AB9894  HT_MOD      -  This is a Height Modernization Survey Station.
 AB9894  CBN         -  This is a Cooperative Base Network Control Station.
 AB9894  DESIGNATION -  5 JER
 AB9894  PID         -  AB9894
 AB9894  STATE/COUNTY-  MN/WILKIN
 AB9894  USGS QUAD   -  EVERDELL (1981)
 AB9894
 AB9894                         *CURRENT SURVEY CONTROL
 AB9894  ___________________________________________________________________
 AB9894* NAD 83(1996)-  46 22 09.32559(N)    096 29 14.50514(W)     ADJUSTED  
 AB9894* NAVD 88     -       296.65   (meters)     973.3    (feet)  GPS OBS   
 AB9894  ___________________________________________________________________
 AB9894  X           -    -498,134.247 (meters)                     COMP
 AB9894  Y           -  -4,380,658.464 (meters)                     COMP
 AB9894  Z           -   4,593,859.545 (meters)                     COMP
 AB9894  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AB9894  ELLIP HEIGHT-         269.78  (meters)          (01/15/97) GPS OBS
 AB9894  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AB9894
 AB9894  HORZ ORDER  -  B
 AB9894  ELLP ORDER  -  FOURTH    CLASS I
 AB9894
 AB9894.The horizontal coordinates were established by GPS observations
 AB9894.and adjusted by the National Geodetic Survey in January 1997..
 AB9894
 AB9894.The orthometric height was determined by GPS observations and a
 AB9894.high-resolution geoid model using precise GPS observation and
 AB9894.processing techniques.
 AB9894
 AB9894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9894
 AB9894.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9894
 AB9894.The ellipsoidal height was determined by GPS observations
 AB9894.and is referenced to NAD 83.
 AB9894
 AB9894.The geoid height was determined by GEOID03.
 AB9894
 AB9894;                    North         East     Units Scale Factor Converg.
 AB9894;SPC MN C     -   254,618.906   627,879.319   MT  0.99992220   -1 37 06.5
 AB9894;UTM  14      - 5,138,143.933   693,258.159   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  =   0.99987991
 AB9894!UTM  14      -   0.99995771  x   1.00005912  =   1.00001683
 AB9894
 AB9894                          SUPERSEDED SURVEY CONTROL
 AB9894
 AB9894.No superseded survey control is available for this station.
 AB9894
 AB9894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9325838144(NAD 83)
 AB9894_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 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 - August 02, 2004
 AB9894
 AB9894  HISTORY     - Date     Condition        Report By
 AB9894  HISTORY     - 1973     MONUMENTED       USGS
 AB9894  HISTORY     - 19940630 GOOD             MNDT
 AB9894  HISTORY     - 20040802 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0030 ***********************************************************************
 RN0030  DESIGNATION -  5 JKR
 RN0030  PID         -  RN0030
 RN0030  STATE/COUNTY-  MN/ST LOUIS
 RN0030  USGS QUAD   -  ADOLPH (1993)
 RN0030
 RN0030                         *CURRENT SURVEY CONTROL
 RN0030  ___________________________________________________________________
 RN0030* NAD 83(1996)-  46 48 02.34524(N)    092 20 38.19381(W)     ADJUSTED  
 RN0030* NAVD 88     -       416.837  (meters)    1367.57   (feet)  ADJUSTED  
 RN0030  ___________________________________________________________________
 RN0030  X           -    -178,893.847 (meters)                     COMP
 RN0030  Y           -  -4,370,475.288 (meters)                     COMP
 RN0030  Z           -   4,626,905.726 (meters)                     COMP
 RN0030  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 RN0030  ELLIP HEIGHT-         388.37  (meters)          (01/28/04) GPS OBS
 RN0030  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 RN0030  DYNAMIC HT  -         416.865 (meters)    1367.66  (feet)  COMP
 RN0030  MODELED GRAV-     980,667.0   (mgal)                       NAVD 88
 RN0030
 RN0030  HORZ ORDER  -  FIRST
 RN0030  VERT ORDER  -  SECOND    CLASS 0
 RN0030  ELLP ORDER  -  THIRD     CLASS II
 RN0030
 RN0030.The horizontal coordinates were established by GPS observations
 RN0030.and adjusted by the MN DEPT OF TRANSP in January 2004..
 RN0030
 RN0030.The orthometric height was determined by differential leveling
 RN0030.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 RN0030
 RN0030.The ellipsoidal height was determined by GPS observations
 RN0030.and is referenced to NAD 83.
 RN0030
 RN0030.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 RN0030;SPC MN N     -   133,707.762   857,719.009   MT  1.00006433   +0 33 37.5
 RN0030;UTM  15      - 5,183,220.557   550,062.275   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  =   1.00000345
 RN0030!UTM  15      -   0.99993913  x   0.99963080  =   0.99956995
 RN0030
 RN0030                          SUPERSEDED SURVEY CONTROL
 RN0030
 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: 15TWM5006283221(NAD 83)
 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 = OCTOBER  6, 2006
 QO1168 ***********************************************************************
 QO1168  DESIGNATION -  5 KOS
 QO1168  PID         -  QO1168
 QO1168  STATE/COUNTY-  MN/HENNEPIN
 QO1168  USGS QUAD   -  ROCKFORD (1993)
 QO1168
 QO1168                         *CURRENT SURVEY CONTROL
 QO1168  ___________________________________________________________________
 QO1168* NAD 83(1986)-  45 04 43.     (N)    093 44 17.     (W)     SCALED    
 QO1168* NAVD 88     -       286.431  (meters)     939.73   (feet)  ADJUSTED  
 QO1168  ___________________________________________________________________
 QO1168  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 QO1168  DYNAMIC HT  -         286.407 (meters)     939.65  (feet)  COMP
 QO1168  MODELED GRAV-     980,525.6   (mgal)                       NAVD 88
 QO1168
 QO1168  VERT ORDER  -  SECOND    CLASS I
 QO1168
 QO1168.The horizontal coordinates were scaled from a topographic map and have
 QO1168.an estimated accuracy of +/- 6 seconds.
 QO1168
 QO1168.The orthometric height was determined by differential leveling
 QO1168.and adjusted by the National Geodetic Survey in June 1991..
 QO1168
 QO1168.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 QO1168;SPC MN S     -   331,000.      820,630.      MT  (+/- 180 meters Scaled)
 QO1168
 QO1168                          SUPERSEDED SURVEY CONTROL
 QO1168
 QO1168.No superseded survey control is available for this station.
 QO1168
 QO1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK419919(NAD 83)
 QO1168_MARKER: DD = SURVEY 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_PROJECTION: RECESSED 3 CENTIMETERS
 QO1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1168+STABILITY: SURFACE MOTION
 QO1168_ROD/PIPE-DEPTH: 2.44 meters
 QO1168
 QO1168  HISTORY     - Date     Condition        Report By
 QO1168  HISTORY     - 1977     MONUMENTED       MNDT
 QO1168  HISTORY     - 1978     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0099 ***********************************************************************
 SL0099  DESIGNATION -  5 SAN
 SL0099  PID         -  SL0099
 SL0099  STATE/COUNTY-  MN/POLK
 SL0099  USGS QUAD   -  ERSKINE (1966)
 SL0099
 SL0099                         *CURRENT SURVEY CONTROL
 SL0099  ___________________________________________________________________
 SL0099* NAD 83(1986)-  47 42 12.     (N)    096 00 31.     (W)     SCALED    
 SL0099* NAVD 88     -       359.733  (meters)    1180.22   (feet)  ADJUSTED  
 SL0099  ___________________________________________________________________
 SL0099  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 SL0099  DYNAMIC HT  -         359.795 (meters)    1180.43  (feet)  COMP
 SL0099  MODELED GRAV-     980,773.0   (mgal)                       NAVD 88
 SL0099
 SL0099  VERT ORDER  -  SECOND    CLASS I
 SL0099
 SL0099.The horizontal coordinates were scaled from a topographic map and have
 SL0099.an estimated accuracy of +/- 6 seconds.
 SL0099
 SL0099.The orthometric height was determined by differential leveling
 SL0099.and adjusted by the National Geodetic Survey in June 1991..
 SL0099
 SL0099.The geoid height was determined by GEOID03.
 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     -   237,880.      581,780.      MT  (+/- 180 meters Scaled)
 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: 14TQT244876(NAD 83)
 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 = OCTOBER  6, 2006
 DF7377 ***********************************************************************
 DF7377  DESIGNATION -  5 SEM
 DF7377  PID         -  DF7377
 DF7377  STATE/COUNTY-  MN/CARLTON
 DF7377  USGS QUAD   -  RONALD (1980)
 DF7377
 DF7377                         *CURRENT SURVEY CONTROL
 DF7377  ___________________________________________________________________
 DF7377* NAD 83(1996)-  46 26 50.28605(N)    093 03 14.82386(W)     ADJUSTED  
 DF7377* NAVD 88     -       398.0    (meters)    1306.     (feet)  GPS OBS   
 DF7377  ___________________________________________________________________
 DF7377  X           -    -234,570.878 (meters)                     COMP
 DF7377  Y           -  -4,396,421.754 (meters)                     COMP
 DF7377  Z           -   4,599,914.387 (meters)                     COMP
 DF7377  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 DF7377  ELLIP HEIGHT-         370.21  (meters)          (08/26/03) GPS OBS
 DF7377  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DF7377
 DF7377  HORZ ORDER  -  FIRST
 DF7377  ELLP ORDER  -  THIRD     CLASS I
 DF7377
 DF7377.The horizontal coordinates were established by GPS observations
 DF7377.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7377
 DF7377.The orthometric height was determined by GPS observations and a
 DF7377.high-resolution geoid model.
 DF7377
 DF7377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7377
 DF7377.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7377
 DF7377.The ellipsoidal height was determined by GPS observations
 DF7377.and is referenced to NAD 83.
 DF7377
 DF7377.The geoid height was determined by GEOID03.
 DF7377
 DF7377;                    North         East     Units Scale Factor Converg.
 DF7377;SPC MN C     -   261,556.060   891,877.195   MT  0.99992394   +0 51 54.3
 DF7377;UTM  15      - 5,143,749.152   495,843.434   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  =   0.99986591
 DF7377!UTM  15      -   0.99994197  x   0.99960021  =   0.99954220
 DF7377
 DF7377                          SUPERSEDED SURVEY CONTROL
 DF7377
 DF7377.No superseded survey control is available for this station.
 DF7377
 DF7377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9584343749(NAD 83)
 DF7377_MARKER: DH = HORIZONTAL CONTROL 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 = OCTOBER  6, 2006
 PR0766 ***********************************************************************
 PR0766  DESIGNATION -  5 T
 PR0766  PID         -  PR0766
 PR0766  STATE/COUNTY-  MN/LYON
 PR0766  USGS QUAD   -  DEAD COON LAKE (1963)
 PR0766
 PR0766                         *CURRENT SURVEY CONTROL
 PR0766  ___________________________________________________________________
 PR0766* NAD 83(1996)-  44 22 18.25898(N)    096 03 34.25428(W)     ADJUSTED  
 PR0766* NAVD 88     -       504.07   (+/-2cm)    1653.8    (feet)  VERTCON   
 PR0766  ___________________________________________________________________
 PR0766  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 PR0766  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 PR0766
 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.The vertical order pertains to the NGVD 29 superseded value.
 PR0766
 PR0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 PR0766
 PR0766.The geoid height was determined by GEOID03.
 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;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     -   0.99992510  x   0.99992459  =   0.99984970
 PR0766!UTM  14      -   0.99992510  x   1.00027504  =   1.00020012
 PR0766!UTM  15      -   0.99992510  x   1.00033080  =   1.00025588
 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_MARKER: DB = BENCH MARK DISK
 PR0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0766_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 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 = OCTOBER  6, 2006
 DF7366 ***********************************************************************
 DF7366  DESIGNATION -  5 TPA
 DF7366  PID         -  DF7366
 DF7366  STATE/COUNTY-  MN/BELTRAMI
 DF7366  USGS QUAD   -  REDBY NE (1972)
 DF7366
 DF7366                         *CURRENT SURVEY CONTROL
 DF7366  ___________________________________________________________________
 DF7366* NAD 83(1986)-  47 52 47.     (N)    094 51 50.     (W)     SCALED    
 DF7366* NAVD 88     -       364.923  (meters)    1197.25   (feet)  ADJUSTED  
 DF7366  ___________________________________________________________________
 DF7366  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DF7366  DYNAMIC HT  -         364.981 (meters)    1197.44  (feet)  COMP
 DF7366  MODELED GRAV-     980,760.3   (mgal)                       NAVD 88
 DF7366
 DF7366  VERT ORDER  -  SECOND    CLASS I
 DF7366
 DF7366.The horizontal coordinates were scaled from a topographic map and have
 DF7366.an estimated accuracy of +/- 6 seconds.
 DF7366
 DF7366.The orthometric height was determined by differential leveling
 DF7366.and adjusted by the National Geodetic Survey in April 2004..
 DF7366
 DF7366.The geoid height was determined by GEOID03.
 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     -   254,890.      668,090.      MT  (+/- 180 meters Scaled)
 DF7366
 DF7366                          SUPERSEDED SURVEY CONTROL
 DF7366
 DF7366.No superseded survey control is available for this station.
 DF7366
 DF7366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP606046(NAD 83)
 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 = OCTOBER  6, 2006
 DF5939 ***********************************************************************
 DF5939  DESIGNATION -  50
 DF5939  PID         -  DF5939
 DF5939  STATE/COUNTY-  MN/PINE
 DF5939  USGS QUAD   -  SANDSTONE NORTH (1981)
 DF5939
 DF5939                         *CURRENT SURVEY CONTROL
 DF5939  ___________________________________________________________________
 DF5939* NAD 83(1996)-  46 11 11.83463(N)    092 48 09.63903(W)     ADJUSTED  
 DF5939* NAVD 88     -       354.8    (meters)    1164.     (feet)  GPS OBS   
 DF5939  ___________________________________________________________________
 DF5939  X           -    -216,298.401 (meters)                     COMP
 DF5939  Y           -  -4,418,310.468 (meters)                     COMP
 DF5939  Z           -   4,579,869.127 (meters)                     COMP
 DF5939  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 DF5939  ELLIP HEIGHT-         327.44  (meters)          (05/27/03) GPS OBS
 DF5939  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DF5939
 DF5939  HORZ ORDER  -  FIRST
 DF5939  ELLP ORDER  -  THIRD     CLASS I
 DF5939
 DF5939.The horizontal coordinates were established by GPS observations
 DF5939.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5939
 DF5939.The orthometric height was determined by GPS observations and a
 DF5939.high-resolution geoid model.
 DF5939
 DF5939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5939
 DF5939.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5939
 DF5939.The ellipsoidal height was determined by GPS observations
 DF5939.and is referenced to NAD 83.
 DF5939
 DF5939.The geoid height was determined by GEOID03.
 DF5939
 DF5939;                    North         East     Units Scale Factor Converg.
 DF5939;SPC MN C     -   232,908.814   911,722.297   MT  0.99992536   +1 02 49.1
 DF5939;UTM  15      - 5,114,801.596   515,227.687   MT  0.99960285   +0 08 32.6
 DF5939
 DF5939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5939!SPC MN C     -   0.99994867  x   0.99992536  =   0.99987404
 DF5939!UTM  15      -   0.99994867  x   0.99960285  =   0.99955154
 DF5939
 DF5939                          SUPERSEDED SURVEY CONTROL
 DF5939
 DF5939.No superseded survey control is available for this station.
 DF5939
 DF5939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1522814802(NAD 83)
 DF5939_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5939_STAMPING: NO 50
 DF5939_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5939+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5939
 DF5939  HISTORY     - Date     Condition        Report By
 DF5939  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0863 ***********************************************************************
 PQ0863  DESIGNATION -  50 KED
 PQ0863  PID         -  PQ0863
 PQ0863  STATE/COUNTY-  MN/MEEKER
 PQ0863  USGS QUAD   -  COSMOS (1967)
 PQ0863
 PQ0863                         *CURRENT SURVEY CONTROL
 PQ0863  ___________________________________________________________________
 PQ0863* NAD 83(1996)-  44 56 06.99672(N)    094 39 25.72817(W)     ADJUSTED  
 PQ0863* NAVD 88     -       339.397  (meters)    1113.51   (feet)  ADJUSTED  
 PQ0863  ___________________________________________________________________
 PQ0863  X           -    -367,227.749 (meters)                     COMP
 PQ0863  Y           -  -4,507,962.411 (meters)                     COMP
 PQ0863  Z           -   4,482,480.176 (meters)                     COMP
 PQ0863  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 PQ0863  ELLIP HEIGHT-         312.45  (meters)          (06/12/06) GPS OBS
 PQ0863  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 PQ0863  DYNAMIC HT  -         339.370 (meters)    1113.42  (feet)  COMP
 PQ0863  MODELED GRAV-     980,526.8   (mgal)                       NAVD 88
 PQ0863
 PQ0863  HORZ ORDER  -  FIRST
 PQ0863  VERT ORDER  -  SECOND    CLASS I
 PQ0863  ELLP ORDER  -  FOURTH    CLASS I
 PQ0863
 PQ0863.The horizontal coordinates were established by GPS observations
 PQ0863.and adjusted by the MN DEPT OF TRANSP in June 2006..
 PQ0863
 PQ0863.The orthometric height was determined by differential leveling
 PQ0863.and adjusted by the National Geodetic Survey in June 1995..
 PQ0863
 PQ0863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0863
 PQ0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0863
 PQ0863.The ellipsoidal height was determined by GPS observations
 PQ0863.and is referenced to NAD 83.
 PQ0863
 PQ0863.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ0863;SPC MN S     -   315,242.836   748,130.878   MT  0.99995067   -0 27 38.2
 PQ0863;UTM  15      - 4,977,096.265   369,244.461   MT  0.99981023   -1 10 14.2
 PQ0863
 PQ0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0863!SPC MN S     -   0.99995101  x   0.99995067  =   0.99990169
 PQ0863!UTM  15      -   0.99995101  x   0.99981023  =   0.99976125
 PQ0863
 PQ0863                          SUPERSEDED SURVEY CONTROL
 PQ0863
 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  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_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 - January 09, 2006
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0438 ***********************************************************************
 OP0438  DESIGNATION -  50 MC
 OP0438  PID         -  OP0438
 OP0438  STATE/COUNTY-  MN/JACKSON
 OP0438  USGS QUAD   -  OKABENA (1976)
 OP0438
 OP0438                         *CURRENT SURVEY CONTROL
 OP0438  ___________________________________________________________________
 OP0438* NAD 83(1986)-  43 37 51.     (N)    095 17 40.     (W)     SCALED    
 OP0438* NAVD 88     -       442.549  (meters)    1451.93   (feet)  ADJUSTED  
 OP0438  ___________________________________________________________________
 OP0438  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 OP0438  DYNAMIC HT  -         442.439 (meters)    1451.57  (feet)  COMP
 OP0438  MODELED GRAV-     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
 OP0438.and adjusted by the National Geodetic Survey in June 1991..
 OP0438
 OP0438.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DI0744 ***********************************************************************
 DI0744  DESIGNATION -  50 SEM
 DI0744  PID         -  DI0744
 DI0744  STATE/COUNTY-  MN/ROCK
 DI0744  USGS QUAD   -  HILLS (1978)
 DI0744
 DI0744                         *CURRENT SURVEY CONTROL
 DI0744  ___________________________________________________________________
 DI0744* NAD 83(1996)-  43 30 01.44239(N)    096 18 54.91630(W)     ADJUSTED  
 DI0744* NAVD 88     -       440.5    (meters)    1445.     (feet)  GPS OBS   
 DI0744  ___________________________________________________________________
 DI0744  X           -    -509,752.913 (meters)                     COMP
 DI0744  Y           -  -4,606,040.535 (meters)                     COMP
 DI0744  Z           -   4,368,279.042 (meters)                     COMP
 DI0744  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 DI0744  ELLIP HEIGHT-         414.01  (meters)          (06/28/06) GPS OBS
 DI0744  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DI0744
 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 MN DEPT OF TRANSP in June 2006..
 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 DEFLEC99 derived deflections.
 DI0744
 DI0744.The ellipsoidal height was determined by GPS observations
 DI0744.and is referenced to NAD 83.
 DI0744
 DI0744.The geoid height was determined by GEOID03.
 DI0744
 DI0744;                    North         East     Units Scale Factor Converg.
 DI0744;SPC MN S     -   158,254.081   612,762.455   MT  1.00007329   -1 37 22.2
 DI0744;UTM  14      - 4,819,887.654   717,049.286   MT  1.00017952   +1 50 55.6
 DI0744
 DI0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0744!SPC MN S     -   0.99993508  x   1.00007329  =   1.00000837
 DI0744!UTM  14      -   0.99993508  x   1.00017952  =   1.00011459
 DI0744
 DI0744                          SUPERSEDED SURVEY CONTROL
 DI0744
 DI0744.No superseded survey control is available for this station.
 DI0744
 DI0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1704919888(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1145 ***********************************************************************
 PQ1145  DESIGNATION -  50 T
 PQ1145  PID         -  PQ1145
 PQ1145  STATE/COUNTY-  MN/LYON
 PQ1145  USGS QUAD   -  GREEN VALLEY (1967)
 PQ1145
 PQ1145                         *CURRENT SURVEY CONTROL
 PQ1145  ___________________________________________________________________
 PQ1145* NAD 83(1996)-  44 30 05.28413(N)    095 50 01.62236(W)     ADJUSTED  
 PQ1145* NAVD 88     -       352.78   (+/-2cm)    1157.4    (feet)  VERTCON   
 PQ1145  ___________________________________________________________________
 PQ1145  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 PQ1145  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 PQ1145
 PQ1145  HORZ ORDER  -  THIRD
 PQ1145  VERT ORDER  -  THIRD ? (See Below)
 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 NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1145.The vertical order pertains to the NGVD 29 superseded value.
 PQ1145
 PQ1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1145
 PQ1145.The geoid height was determined by GEOID03.
 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;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     -   0.99994890  x   0.99992204  =   0.99987095
 PQ1145!UTM  15      -   0.99994890  x   1.00022414  =   1.00017303
 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: 15TTK7472431479(NAD 83)
 PQ1145_MARKER: DB = BENCH MARK DISK
 PQ1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1145_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1145+STABILITY: SURFACE MOTION
 PQ1145
 PQ1145  HISTORY     - Date     Condition        Report By
 PQ1145  HISTORY     - 1960     MONUMENTED       USGS
 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---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1571 ***********************************************************************
 OO1571  DESIGNATION -  5003 A
 OO1571  PID         -  OO1571
 OO1571  STATE/COUNTY-  MN/MOWER
 OO1571  USGS QUAD   -  DEXTER (1965)
 OO1571
 OO1571                         *CURRENT SURVEY CONTROL
 OO1571  ___________________________________________________________________
 OO1571* NAD 83(1986)-  43 42 37.     (N)    092 40 32.     (W)     SCALED    
 OO1571* NAVD 88     -       421.351  (meters)    1382.38   (feet)  ADJUSTED  
 OO1571  ___________________________________________________________________
 OO1571  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 OO1571  DYNAMIC HT  -         421.249 (meters)    1382.05  (feet)  COMP
 OO1571  MODELED GRAV-     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
 OO1571.and adjusted by the National Geodetic Survey in June 1991..
 OO1571
 OO1571.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8015 ***********************************************************************
 AE8015  DESIGNATION -  5003 B
 AE8015  PID         -  AE8015
 AE8015  STATE/COUNTY-  MN/MOWER
 AE8015  USGS QUAD   -  DEXTER (1965)
 AE8015
 AE8015                         *CURRENT SURVEY CONTROL
 AE8015  ___________________________________________________________________
 AE8015* NAD 83(1986)-  43 42 35.     (N)    092 39 50.     (W)     SCALED    
 AE8015* NAVD 88     -       415.433  (meters)    1362.97   (feet)  ADJUSTED  
 AE8015  ___________________________________________________________________
 AE8015  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 AE8015  DYNAMIC HT  -         415.333 (meters)    1362.64  (feet)  COMP
 AE8015  MODELED GRAV-     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
 AE8015.and adjusted by the National Geodetic Survey in November 1998..
 AE8015
 AE8015.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1572 ***********************************************************************
 OO1572  DESIGNATION -  5003 C
 OO1572  PID         -  OO1572
 OO1572  STATE/COUNTY-  MN/MOWER
 OO1572  USGS QUAD   -  DEXTER (1965)
 OO1572
 OO1572                         *CURRENT SURVEY CONTROL
 OO1572  ___________________________________________________________________
 OO1572* NAD 83(1986)-  43 42 36.     (N)    092 39 00.     (W)     SCALED    
 OO1572* NAVD 88     -       418.248  (meters)    1372.20   (feet)  ADJUSTED  
 OO1572  ___________________________________________________________________
 OO1572  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 OO1572  DYNAMIC HT  -         418.148 (meters)    1371.87  (feet)  COMP
 OO1572  MODELED GRAV-     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
 OO1572.and adjusted by the National Geodetic Survey in June 1991..
 OO1572
 OO1572.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8016 ***********************************************************************
 AE8016  DESIGNATION -  5003 D
 AE8016  PID         -  AE8016
 AE8016  STATE/COUNTY-  MN/MOWER
 AE8016  USGS QUAD   -  DEXTER (1965)
 AE8016
 AE8016                         *CURRENT SURVEY CONTROL
 AE8016  ___________________________________________________________________
 AE8016* NAD 83(1986)-  43 42 37.     (N)    092 38 18.     (W)     SCALED    
 AE8016* NAVD 88     -       411.117  (meters)    1348.81   (feet)  ADJUSTED  
 AE8016  ___________________________________________________________________
 AE8016  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 AE8016  DYNAMIC HT  -         411.020 (meters)    1348.49  (feet)  COMP
 AE8016  MODELED GRAV-     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
 AE8016.and adjusted by the National Geodetic Survey in November 1998..
 AE8016
 AE8016.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1573 ***********************************************************************
 OO1573  DESIGNATION -  5003 E
 OO1573  PID         -  OO1573
 OO1573  STATE/COUNTY-  MN/MOWER
 OO1573  USGS QUAD   -  GRAND MEADOW (1965)
 OO1573
 OO1573                         *CURRENT SURVEY CONTROL
 OO1573  ___________________________________________________________________
 OO1573* NAD 83(1986)-  43 42 37.     (N)    092 36 55.     (W)     SCALED    
 OO1573* NAVD 88     -       402.771  (meters)    1321.42   (feet)  ADJUSTED  
 OO1573  ___________________________________________________________________
 OO1573  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 OO1573  DYNAMIC HT  -         402.676 (meters)    1321.11  (feet)  COMP
 OO1573  MODELED GRAV-     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
 OO1573.and adjusted by the National Geodetic Survey in June 1991..
 OO1573
 OO1573.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8017 ***********************************************************************
 AE8017  DESIGNATION -  5003 F
 AE8017  PID         -  AE8017
 AE8017  STATE/COUNTY-  MN/MOWER
 AE8017  USGS QUAD   -  GRAND MEADOW (1965)
 AE8017
 AE8017                         *CURRENT SURVEY CONTROL
 AE8017  ___________________________________________________________________
 AE8017* NAD 83(1986)-  43 42 36.     (N)    092 36 06.     (W)     SCALED    
 AE8017* NAVD 88     -       402.974  (meters)    1322.09   (feet)  ADJUSTED  
 AE8017  ___________________________________________________________________
 AE8017  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 AE8017  DYNAMIC HT  -         402.879 (meters)    1321.78  (feet)  COMP
 AE8017  MODELED GRAV-     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
 AE8017.and adjusted by the National Geodetic Survey in November 1998..
 AE8017
 AE8017.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1574 ***********************************************************************
 OO1574  DESIGNATION -  5003 G
 OO1574  PID         -  OO1574
 OO1574  STATE/COUNTY-  MN/MOWER
 OO1574  USGS QUAD   -  GRAND MEADOW (1965)
 OO1574
 OO1574                         *CURRENT SURVEY CONTROL
 OO1574  ___________________________________________________________________
 OO1574* NAD 83(1986)-  43 42 35.     (N)    092 35 23.     (W)     SCALED    
 OO1574* NAVD 88     -       405.011  (meters)    1328.77   (feet)  ADJUSTED  
 OO1574  ___________________________________________________________________
 OO1574  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 OO1574  DYNAMIC HT  -         404.916 (meters)    1328.46  (feet)  COMP
 OO1574  MODELED GRAV-     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
 OO1574.and adjusted by the National Geodetic Survey in June 1991..
 OO1574
 OO1574.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8018 ***********************************************************************
 AE8018  DESIGNATION -  5003 H
 AE8018  PID         -  AE8018
 AE8018  STATE/COUNTY-  MN/MOWER
 AE8018  USGS QUAD   -  GRAND MEADOW (1965)
 AE8018
 AE8018                         *CURRENT SURVEY CONTROL
 AE8018  ___________________________________________________________________
 AE8018* NAD 83(1986)-  43 42 37.     (N)    092 34 43.     (W)     SCALED    
 AE8018* NAVD 88     -       403.358  (meters)    1323.35   (feet)  ADJUSTED  
 AE8018  ___________________________________________________________________
 AE8018  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AE8018  DYNAMIC HT  -         403.264 (meters)    1323.04  (feet)  COMP
 AE8018  MODELED GRAV-     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
 AE8018.and adjusted by the National Geodetic Survey in November 1998..
 AE8018
 AE8018.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8019 ***********************************************************************
 AE8019  DESIGNATION -  5003 J
 AE8019  PID         -  AE8019
 AE8019  STATE/COUNTY-  MN/MOWER
 AE8019  USGS QUAD   -  GRAND MEADOW (1965)
 AE8019
 AE8019                         *CURRENT SURVEY CONTROL
 AE8019  ___________________________________________________________________
 AE8019* NAD 83(1986)-  43 42 38.     (N)    092 34 11.     (W)     SCALED    
 AE8019* NAVD 88     -       406.662  (meters)    1334.19   (feet)  ADJUSTED  
 AE8019  ___________________________________________________________________
 AE8019  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 AE8019  DYNAMIC HT  -         406.567 (meters)    1333.88  (feet)  COMP
 AE8019  MODELED GRAV-     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
 AE8019.and adjusted by the National Geodetic Survey in November 1998..
 AE8019
 AE8019.The geoid height was determined by GEOID03.
 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_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 - September 23, 1991
 AE8019
 AE8019  HISTORY     - Date     Condition        Report By
 AE8019  HISTORY     - 1981     MONUMENTED       MNDT
 AE8019  HISTORY     - 19910923 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8020 ***********************************************************************
 AE8020  DESIGNATION -  5003 K
 AE8020  PID         -  AE8020
 AE8020  STATE/COUNTY-  MN/MOWER
 AE8020  USGS QUAD   -  GRAND MEADOW (1965)
 AE8020
 AE8020                         *CURRENT SURVEY CONTROL
 AE8020  ___________________________________________________________________
 AE8020* NAD 83(1986)-  43 42 37.     (N)    092 33 33.     (W)     SCALED    
 AE8020* NAVD 88     -       405.702  (meters)    1331.04   (feet)  ADJUSTED  
 AE8020  ___________________________________________________________________
 AE8020  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 AE8020  DYNAMIC HT  -         405.609 (meters)    1330.74  (feet)  COMP
 AE8020  MODELED GRAV-     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
 AE8020.and adjusted by the National Geodetic Survey in November 1998..
 AE8020
 AE8020.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8021 ***********************************************************************
 AE8021  DESIGNATION -  5003 L
 AE8021  PID         -  AE8021
 AE8021  STATE/COUNTY-  MN/MOWER
 AE8021  USGS QUAD   -  GRAND MEADOW (1965)
 AE8021
 AE8021                         *CURRENT SURVEY CONTROL
 AE8021  ___________________________________________________________________
 AE8021* NAD 83(1986)-  43 42 41.     (N)    092 32 23.     (W)     SCALED    
 AE8021* NAVD 88     -       400.580  (meters)    1314.24   (feet)  ADJUSTED  
 AE8021  ___________________________________________________________________
 AE8021  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 AE8021  DYNAMIC HT  -         400.488 (meters)    1313.93  (feet)  COMP
 AE8021  MODELED GRAV-     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
 AE8021.and adjusted by the National Geodetic Survey in November 1998..
 AE8021
 AE8021.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 AE8021_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 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 = OCTOBER  6, 2006
 OO1575 ***********************************************************************
 OO1575  DESIGNATION -  5003 M
 OO1575  PID         -  OO1575
 OO1575  STATE/COUNTY-  MN/MOWER
 OO1575  USGS QUAD   -  GRAND MEADOW (1965)
 OO1575
 OO1575                         *CURRENT SURVEY CONTROL
 OO1575  ___________________________________________________________________
 OO1575* NAD 83(1986)-  43 42 37.     (N)    092 32 36.     (W)     SCALED    
 OO1575* NAVD 88     -       402.361  (meters)    1320.08   (feet)  ADJUSTED  
 OO1575  ___________________________________________________________________
 OO1575  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 OO1575  DYNAMIC HT  -         402.268 (meters)    1319.77  (feet)  COMP
 OO1575  MODELED GRAV-     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
 OO1575.and adjusted by the National Geodetic Survey in June 1991..
 OO1575
 OO1575.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8022 ***********************************************************************
 AE8022  DESIGNATION -  5003 N
 AE8022  PID         -  AE8022
 AE8022  STATE/COUNTY-  MN/MOWER
 AE8022  USGS QUAD   -  GRAND MEADOW (1965)
 AE8022
 AE8022                         *CURRENT SURVEY CONTROL
 AE8022  ___________________________________________________________________
 AE8022* NAD 83(1986)-  43 42 47.     (N)    092 31 46.     (W)     SCALED    
 AE8022* NAVD 88     -       400.584  (meters)    1314.25   (feet)  ADJUSTED  
 AE8022  ___________________________________________________________________
 AE8022  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 AE8022  DYNAMIC HT  -         400.492 (meters)    1313.95  (feet)  COMP
 AE8022  MODELED GRAV-     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
 AE8022.and adjusted by the National Geodetic Survey in November 1998..
 AE8022
 AE8022.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL 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 = OCTOBER  6, 2006
 AE8023 ***********************************************************************
 AE8023  DESIGNATION -  5003 P
 AE8023  PID         -  AE8023
 AE8023  STATE/COUNTY-  MN/MOWER
 AE8023  USGS QUAD   -  GRAND MEADOW (1965)
 AE8023
 AE8023                         *CURRENT SURVEY CONTROL
 AE8023  ___________________________________________________________________
 AE8023* NAD 83(1986)-  43 42 37.     (N)    092 31 36.     (W)     SCALED    
 AE8023* NAVD 88     -       400.934  (meters)    1315.40   (feet)  ADJUSTED  
 AE8023  ___________________________________________________________________
 AE8023  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 AE8023  DYNAMIC HT  -         400.843 (meters)    1315.10  (feet)  COMP
 AE8023  MODELED GRAV-     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
 AE8023.and adjusted by the National Geodetic Survey in November 1998..
 AE8023
 AE8023.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO1576 ***********************************************************************
 OO1576  DESIGNATION -  5003 Q
 OO1576  PID         -  OO1576
 OO1576  STATE/COUNTY-  MN/MOWER
 OO1576  USGS QUAD   -  GRAND MEADOW (1965)
 OO1576
 OO1576                         *CURRENT SURVEY CONTROL
 OO1576  ___________________________________________________________________
 OO1576* NAD 83(1986)-  43 42 39.     (N)    092 30 35.     (W)     SCALED    
 OO1576* NAVD 88     -       404.821  (meters)    1328.15   (feet)  ADJUSTED  
 OO1576  ___________________________________________________________________
 OO1576  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO1576  DYNAMIC HT  -         404.729 (meters)    1327.85  (feet)  COMP
 OO1576  MODELED GRAV-     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
 OO1576.and adjusted by the National Geodetic Survey in June 1991..
 OO1576
 OO1576.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8024 ***********************************************************************
 AE8024  DESIGNATION -  5003 Q 1
 AE8024  PID         -  AE8024
 AE8024  STATE/COUNTY-  MN/MOWER
 AE8024  USGS QUAD   -  GRAND MEADOW (1965)
 AE8024
 AE8024                         *CURRENT SURVEY CONTROL
 AE8024  ___________________________________________________________________
 AE8024* NAD 83(1986)-  43 42 57.     (N)    092 30 33.     (W)     SCALED    
 AE8024* NAVD 88     -       397.900  (meters)    1305.44   (feet)  ADJUSTED  
 AE8024  ___________________________________________________________________
 AE8024  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 AE8024  DYNAMIC HT  -         397.809 (meters)    1305.14  (feet)  COMP
 AE8024  MODELED GRAV-     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
 AE8024.and adjusted by the National Geodetic Survey in November 1998..
 AE8024
 AE8024.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8025 ***********************************************************************
 AE8025  DESIGNATION -  5003 S
 AE8025  PID         -  AE8025
 AE8025  STATE/COUNTY-  MN/MOWER
 AE8025  USGS QUAD   -  SPRING VALLEY (1965)
 AE8025
 AE8025                         *CURRENT SURVEY CONTROL
 AE8025  ___________________________________________________________________
 AE8025* NAD 83(1986)-  43 42 37.     (N)    092 28 47.     (W)     SCALED    
 AE8025* NAVD 88     -       399.219  (meters)    1309.77   (feet)  ADJUSTED  
 AE8025  ___________________________________________________________________
 AE8025  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 AE8025  DYNAMIC HT  -         399.129 (meters)    1309.48  (feet)  COMP
 AE8025  MODELED GRAV-     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
 AE8025.and adjusted by the National Geodetic Survey in November 1998..
 AE8025
 AE8025.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 AE8025_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE8025_SP_SET: 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 - September 23, 1991
 AE8025
 AE8025  HISTORY     - Date     Condition        Report By
 AE8025  HISTORY     - 1981     MONUMENTED       MNDT
 AE8025  HISTORY     - 19910923 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1578 ***********************************************************************
 OO1578  DESIGNATION -  5003 T
 OO1578  PID         -  OO1578
 OO1578  STATE/COUNTY-  MN/MOWER
 OO1578  USGS QUAD   -  SPRING VALLEY (1965)
 OO1578
 OO1578                         *CURRENT SURVEY CONTROL
 OO1578  ___________________________________________________________________
 OO1578* NAD 83(1986)-  43 42 39.     (N)    092 27 58.     (W)     SCALED    
 OO1578* NAVD 88     -       403.000  (meters)    1322.18   (feet)  ADJUSTED  
 OO1578  ___________________________________________________________________
 OO1578  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO1578  DYNAMIC HT  -         402.910 (meters)    1321.88  (feet)  COMP
 OO1578  MODELED GRAV-     980,382.4   (mgal)                       NAVD 88
 OO1578
 OO1578  VERT ORDER  -  FIRST     CLASS II
 OO1578
 OO1578.The horizontal coordinates were scaled from a topographic map and have
 OO1578.an estimated accuracy of +/- 6 seconds.
 OO1578
 OO1578.The orthometric height was determined by differential leveling
 OO1578.and adjusted by the National Geodetic Survey in June 1991..
 OO1578
 OO1578.The geoid height was determined by GEOID03.
 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     -   180,140.      923,620.      MT  (+/- 180 meters Scaled)
 OO1578
 OO1578                          SUPERSEDED SURVEY CONTROL
 OO1578
 OO1578.No superseded survey control is available for this station.
 OO1578
 OO1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ430398(NAD 83)
 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_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 - September 23, 1991
 OO1578
 OO1578  HISTORY     - Date     Condition        Report By
 OO1578  HISTORY     - 1981     MONUMENTED       MNDT
 OO1578  HISTORY     - 19900821 GOOD             NGS
 OO1578  HISTORY     - 19910923 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8026 ***********************************************************************
 AE8026  DESIGNATION -  5003 U
 AE8026  PID         -  AE8026
 AE8026  STATE/COUNTY-  MN/MOWER
 AE8026  USGS QUAD   -  SPRING VALLEY (1965)
 AE8026
 AE8026                         *CURRENT SURVEY CONTROL
 AE8026  ___________________________________________________________________
 AE8026* NAD 83(1986)-  43 42 38.     (N)    092 27 10.     (W)     SCALED    
 AE8026* NAVD 88     -       398.075  (meters)    1306.02   (feet)  ADJUSTED  
 AE8026  ___________________________________________________________________
 AE8026  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 AE8026  DYNAMIC HT  -         397.986 (meters)    1305.73  (feet)  COMP
 AE8026  MODELED GRAV-     980,382.9   (mgal)                       NAVD 88
 AE8026
 AE8026  VERT ORDER  -  SECOND    CLASS I
 AE8026
 AE8026.The horizontal coordinates were scaled from a topographic map and have
 AE8026.an estimated accuracy of +/- 6 seconds.
 AE8026
 AE8026.The orthometric height was determined by differential leveling
 AE8026.and adjusted by the National Geodetic Survey in November 1998..
 AE8026
 AE8026.The geoid height was determined by GEOID03.
 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     -   180,130.      924,690.      MT  (+/- 180 meters Scaled)
 AE8026
 AE8026                          SUPERSEDED SURVEY CONTROL
 AE8026
 AE8026.No superseded survey control is available for this station.
 AE8026
 AE8026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ440398(NAD 83)
 AE8026_MARKER: DV = VERTICAL CONTROL DISK
 AE8026_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE8026_SP_SET: 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 - September 23, 1991
 AE8026
 AE8026  HISTORY     - Date     Condition        Report By
 AE8026  HISTORY     - 1981     MONUMENTED       MNDT
 AE8026  HISTORY     - 19910923 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9441 ***********************************************************************
 AE9441  DESIGNATION -  5005 A
 AE9441  PID         -  AE9441
 AE9441  STATE/COUNTY-  MN/MOWER
 AE9441  USGS QUAD   -  ROSE CREEK (1982)
 AE9441
 AE9441                         *CURRENT SURVEY CONTROL
 AE9441  ___________________________________________________________________
 AE9441* NAD 83(1986)-  43 36 23.     (N)    092 49 45.     (W)     SCALED    
 AE9441* NAVD 88     -       381.238  (meters)    1250.78   (feet)  ADJUSTED  
 AE9441  ___________________________________________________________________
 AE9441  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 AE9441  DYNAMIC HT  -         381.151 (meters)    1250.49  (feet)  COMP
 AE9441  MODELED GRAV-     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
 AE9441.and adjusted by the National Geodetic Survey in November 1998..
 AE9441
 AE9441.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9453 ***********************************************************************
 AE9453  DESIGNATION -  5005 AC
 AE9453  PID         -  AE9453
 AE9453  STATE/COUNTY-  MN/MOWER
 AE9453  USGS QUAD   -  ADAMS (1965)
 AE9453
 AE9453                         *CURRENT SURVEY CONTROL
 AE9453  ___________________________________________________________________
 AE9453* NAD 83(1986)-  43 33 38.     (N)    092 41 20.     (W)     SCALED    
 AE9453* NAVD 88     -       402.747  (meters)    1321.35   (feet)  ADJUSTED  
 AE9453  ___________________________________________________________________
 AE9453  GEOID HEIGHT-         -29.64  (meters)                     GEOID03
 AE9453  DYNAMIC HT  -         402.651 (meters)    1321.03  (feet)  COMP
 AE9453  MODELED GRAV-     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
 AE9453.and adjusted by the National Geodetic Survey in November 1998..
 AE9453
 AE9453.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9456 ***********************************************************************
 AE9456  DESIGNATION -  5005 AD
 AE9456  PID         -  AE9456
 AE9456  STATE/COUNTY-  MN/MOWER
 AE9456  USGS QUAD   -  ADAMS (1965)
 AE9456
 AE9456                         *CURRENT SURVEY CONTROL
 AE9456  ___________________________________________________________________
 AE9456* NAD 83(1986)-  43 33 28.     (N)    092 38 01.     (W)     SCALED    
 AE9456* NAVD 88     -       406.866  (meters)    1334.86   (feet)  ADJUSTED  
 AE9456  ___________________________________________________________________
 AE9456  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 AE9456  DYNAMIC HT  -         406.768 (meters)    1334.54  (feet)  COMP
 AE9456  MODELED GRAV-     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
 AE9456.and adjusted by the National Geodetic Survey in November 1998..
 AE9456
 AE9456.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK 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 = OCTOBER  6, 2006
 AE9457 ***********************************************************************
 AE9457  DESIGNATION -  5005 AE
 AE9457  PID         -  AE9457
 AE9457  STATE/COUNTY-  MN/MOWER
 AE9457  USGS QUAD   -  LE ROY (1965)
 AE9457
 AE9457                         *CURRENT SURVEY CONTROL
 AE9457  ___________________________________________________________________
 AE9457* NAD 83(1986)-  43 33 29.     (N)    092 37 08.     (W)     SCALED    
 AE9457* NAVD 88     -       402.911  (meters)    1321.88   (feet)  ADJUSTED  
 AE9457  ___________________________________________________________________
 AE9457  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 AE9457  DYNAMIC HT  -         402.814 (meters)    1321.57  (feet)  COMP
 AE9457  MODELED GRAV-     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
 AE9457.and adjusted by the National Geodetic Survey in November 1998..
 AE9457
 AE9457.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9458 ***********************************************************************
 AE9458  DESIGNATION -  5005 AF
 AE9458  PID         -  AE9458
 AE9458  STATE/COUNTY-  MN/MOWER
 AE9458  USGS QUAD   -  LE ROY (1965)
 AE9458
 AE9458                         *CURRENT SURVEY CONTROL
 AE9458  ___________________________________________________________________
 AE9458* NAD 83(1986)-  43 33 04.     (N)    092 35 21.     (W)     SCALED    
 AE9458* NAVD 88     -       400.290  (meters)    1313.28   (feet)  ADJUSTED  
 AE9458  ___________________________________________________________________
 AE9458  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 AE9458  DYNAMIC HT  -         400.194 (meters)    1312.97  (feet)  COMP
 AE9458  MODELED GRAV-     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
 AE9458.and adjusted by the National Geodetic Survey in November 1998..
 AE9458
 AE9458.The geoid height was determined by GEOID03.
 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: 15TWJ331221(NAD 83)
 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 = OCTOBER  6, 2006
 AE9459 ***********************************************************************
 AE9459  DESIGNATION -  5005 AG
 AE9459  PID         -  AE9459
 AE9459  STATE/COUNTY-  MN/MOWER
 AE9459  USGS QUAD   -  LE ROY (1965)
 AE9459
 AE9459                         *CURRENT SURVEY CONTROL
 AE9459  ___________________________________________________________________
 AE9459* NAD 83(1986)-  43 32 39.     (N)    092 34 36.     (W)     SCALED    
 AE9459* NAVD 88     -       396.137  (meters)    1299.66   (feet)  ADJUSTED  
 AE9459  ___________________________________________________________________
 AE9459  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 AE9459  DYNAMIC HT  -         396.042 (meters)    1299.35  (feet)  COMP
 AE9459  MODELED GRAV-     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
 AE9459.and adjusted by the National Geodetic Survey in November 1998..
 AE9459
 AE9459.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9460 ***********************************************************************
 AE9460  DESIGNATION -  5005 AH
 AE9460  PID         -  AE9460
 AE9460  STATE/COUNTY-  MN/MOWER
 AE9460  USGS QUAD   -  LE ROY (1965)
 AE9460
 AE9460                         *CURRENT SURVEY CONTROL
 AE9460  ___________________________________________________________________
 AE9460* NAD 83(1986)-  43 31 44.     (N)    092 33 35.     (W)     SCALED    
 AE9460* NAVD 88     -       396.016  (meters)    1299.26   (feet)  ADJUSTED  
 AE9460  ___________________________________________________________________
 AE9460  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 AE9460  DYNAMIC HT  -         395.921 (meters)    1298.95  (feet)  COMP
 AE9460  MODELED GRAV-     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
 AE9460.and adjusted by the National Geodetic Survey in November 1998..
 AE9460
 AE9460.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9461 ***********************************************************************
 AE9461  DESIGNATION -  5005 AJ
 AE9461  PID         -  AE9461
 AE9461  STATE/COUNTY-  MN/MOWER
 AE9461  USGS QUAD   -  LE ROY (1965)
 AE9461
 AE9461                         *CURRENT SURVEY CONTROL
 AE9461  ___________________________________________________________________
 AE9461* NAD 83(1986)-  43 31 25.     (N)    092 32 52.     (W)     SCALED    
 AE9461* NAVD 88     -       392.695  (meters)    1288.37   (feet)  ADJUSTED  
 AE9461  ___________________________________________________________________
 AE9461  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 AE9461  DYNAMIC HT  -         392.601 (meters)    1288.06  (feet)  COMP
 AE9461  MODELED GRAV-     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
 AE9461.and adjusted by the National Geodetic Survey in November 1998..
 AE9461
 AE9461.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9462 ***********************************************************************
 AE9462  DESIGNATION -  5005 AK
 AE9462  PID         -  AE9462
 AE9462  STATE/COUNTY-  MN/MOWER
 AE9462  USGS QUAD   -  LE ROY (1965)
 AE9462
 AE9462                         *CURRENT SURVEY CONTROL
 AE9462  ___________________________________________________________________
 AE9462* NAD 83(1986)-  43 31 10.     (N)    092 31 31.     (W)     SCALED    
 AE9462* NAVD 88     -       393.583  (meters)    1291.28   (feet)  ADJUSTED  
 AE9462  ___________________________________________________________________
 AE9462  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 AE9462  DYNAMIC HT  -         393.489 (meters)    1290.97  (feet)  COMP
 AE9462  MODELED GRAV-     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
 AE9462.and adjusted by the National Geodetic Survey in November 1998..
 AE9462
 AE9462.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9463 ***********************************************************************
 AE9463  DESIGNATION -  5005 AL
 AE9463  PID         -  AE9463
 AE9463  STATE/COUNTY-  MN/MOWER
 AE9463  USGS QUAD   -  LE ROY (1965)
 AE9463
 AE9463                         *CURRENT SURVEY CONTROL
 AE9463  ___________________________________________________________________
 AE9463* NAD 83(1986)-  43 30 56.     (N)    092 30 58.     (W)     SCALED    
 AE9463* NAVD 88     -       389.444  (meters)    1277.70   (feet)  ADJUSTED  
 AE9463  ___________________________________________________________________
 AE9463  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 AE9463  DYNAMIC HT  -         389.351 (meters)    1277.40  (feet)  COMP
 AE9463  MODELED GRAV-     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
 AE9463.and adjusted by the National Geodetic Survey in November 1998..
 AE9463
 AE9463.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9465 ***********************************************************************
 AE9465  DESIGNATION -  5005 AN
 AE9465  PID         -  AE9465
 AE9465  STATE/COUNTY-  MN/MOWER
 AE9465  USGS QUAD   -  OSTRANDER (1965)
 AE9465
 AE9465                         *CURRENT SURVEY CONTROL
 AE9465  ___________________________________________________________________
 AE9465* NAD 83(1986)-  43 30 27.     (N)    092 29 24.     (W)     SCALED    
 AE9465* NAVD 88     -       383.073  (meters)    1256.80   (feet)  ADJUSTED  
 AE9465  ___________________________________________________________________
 AE9465  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 AE9465  DYNAMIC HT  -         382.981 (meters)    1256.50  (feet)  COMP
 AE9465  MODELED GRAV-     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
 AE9465.and adjusted by the National Geodetic Survey in November 1998..
 AE9465
 AE9465.The geoid height was determined by GEOID03.
 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_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 - 1992
 AE9465_ROD/PIPE-DEPTH:  7.6 meters
 AE9465
 AE9465  HISTORY     - Date     Condition        Report By
 AE9465  HISTORY     - 1992     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9466 ***********************************************************************
 AE9466  DESIGNATION -  5005 AP
 AE9466  PID         -  AE9466
 AE9466  STATE/COUNTY-  MN/MOWER
 AE9466  USGS QUAD   -  OSTRANDER (1965)
 AE9466
 AE9466                         *CURRENT SURVEY CONTROL
 AE9466  ___________________________________________________________________
 AE9466* NAD 83(1986)-  43 30 27.     (N)    092 28 44.     (W)     SCALED    
 AE9466* NAVD 88     -       381.542  (meters)    1251.78   (feet)  ADJUSTED  
 AE9466  ___________________________________________________________________
 AE9466  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 AE9466  DYNAMIC HT  -         381.450 (meters)    1251.47  (feet)  COMP
 AE9466  MODELED GRAV-     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
 AE9466.and adjusted by the National Geodetic Survey in November 1998..
 AE9466
 AE9466.The geoid height was determined by GEOID03.
 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_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 - 1992
 AE9466_ROD/PIPE-DEPTH: 10.7 meters
 AE9466
 AE9466  HISTORY     - Date     Condition        Report By
 AE9466  HISTORY     - 1992     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9467 ***********************************************************************
 AE9467  DESIGNATION -  5005 AQ
 AE9467  PID         -  AE9467
 AE9467  STATE/COUNTY-  MN/MOWER
 AE9467  USGS QUAD   -  OSTRANDER (1965)
 AE9467
 AE9467                         *CURRENT SURVEY CONTROL
 AE9467  ___________________________________________________________________
 AE9467* NAD 83(1986)-  43 30 27.     (N)    092 27 09.     (W)     SCALED    
 AE9467* NAVD 88     -       390.565  (meters)    1281.38   (feet)  ADJUSTED  
 AE9467  ___________________________________________________________________
 AE9467  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 AE9467  DYNAMIC HT  -         390.469 (meters)    1281.06  (feet)  COMP
 AE9467  MODELED GRAV-     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
 AE9467.and adjusted by the National Geodetic Survey in November 1998..
 AE9467
 AE9467.The geoid height was determined by GEOID03.
 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_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 - 1992
 AE9467_ROD/PIPE-DEPTH:  5.8 meters
 AE9467
 AE9467  HISTORY     - Date     Condition        Report By
 AE9467  HISTORY     - 1992     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9442 ***********************************************************************
 AE9442  DESIGNATION -  5005 B
 AE9442  PID         -  AE9442
 AE9442  STATE/COUNTY-  MN/MOWER
 AE9442  USGS QUAD   -  ROSE CREEK (1982)
 AE9442
 AE9442                         *CURRENT SURVEY CONTROL
 AE9442  ___________________________________________________________________
 AE9442* NAD 83(1986)-  43 36 08.     (N)    092 49 21.     (W)     SCALED    
 AE9442* NAVD 88     -       384.681  (meters)    1262.07   (feet)  ADJUSTED  
 AE9442  ___________________________________________________________________
 AE9442  GEOID HEIGHT-         -29.35  (meters)                     GEOID03
 AE9442  DYNAMIC HT  -         384.592 (meters)    1261.78  (feet)  COMP
 AE9442  MODELED GRAV-     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
 AE9442.and adjusted by the National Geodetic Survey in November 1998..
 AE9442
 AE9442.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9443 ***********************************************************************
 AE9443  DESIGNATION -  5005 C
 AE9443  PID         -  AE9443
 AE9443  STATE/COUNTY-  MN/MOWER
 AE9443  USGS QUAD   -  ROSE CREEK (1982)
 AE9443
 AE9443                         *CURRENT SURVEY CONTROL
 AE9443  ___________________________________________________________________
 AE9443* NAD 83(1986)-  43 35 38.     (N)    092 48 34.     (W)     SCALED    
 AE9443* NAVD 88     -       383.442  (meters)    1258.01   (feet)  ADJUSTED  
 AE9443  ___________________________________________________________________
 AE9443  GEOID HEIGHT-         -29.39  (meters)                     GEOID03
 AE9443  DYNAMIC HT  -         383.353 (meters)    1257.72  (feet)  COMP
 AE9443  MODELED GRAV-     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
 AE9443.and adjusted by the National Geodetic Survey in November 1998..
 AE9443
 AE9443.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 AE9443_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 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 = OCTOBER  6, 2006
 AE9444 ***********************************************************************
 AE9444  DESIGNATION -  5005 DD
 AE9444  PID         -  AE9444
 AE9444  STATE/COUNTY-  MN/MOWER
 AE9444  USGS QUAD   -  ROSE CREEK (1982)
 AE9444
 AE9444                         *CURRENT SURVEY CONTROL
 AE9444  ___________________________________________________________________
 AE9444* NAD 83(1986)-  43 35 27.     (N)    092 48 13.     (W)     SCALED    
 AE9444* NAVD 88     -       385.152  (meters)    1263.62   (feet)  ADJUSTED  
 AE9444  ___________________________________________________________________
 AE9444  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 AE9444  DYNAMIC HT  -         385.063 (meters)    1263.33  (feet)  COMP
 AE9444  MODELED GRAV-     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
 AE9444.and adjusted by the National Geodetic Survey in November 1998..
 AE9444
 AE9444.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9445 ***********************************************************************
 AE9445  DESIGNATION -  5005 E
 AE9445  PID         -  AE9445
 AE9445  STATE/COUNTY-  MN/MOWER
 AE9445  USGS QUAD   -  ROSE CREEK (1982)
 AE9445
 AE9445                         *CURRENT SURVEY CONTROL
 AE9445  ___________________________________________________________________
 AE9445* NAD 83(1986)-  43 35 07.     (N)    092 47 17.     (W)     SCALED    
 AE9445* NAVD 88     -       387.812  (meters)    1272.35   (feet)  ADJUSTED  
 AE9445  ___________________________________________________________________
 AE9445  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AE9445  DYNAMIC HT  -         387.722 (meters)    1272.05  (feet)  COMP
 AE9445  MODELED GRAV-     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
 AE9445.and adjusted by the National Geodetic Survey in November 1998..
 AE9445
 AE9445.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9448 ***********************************************************************
 AE9448  DESIGNATION -  5005 G
 AE9448  PID         -  AE9448
 AE9448  STATE/COUNTY-  MN/MOWER
 AE9448  USGS QUAD   -  ROSE CREEK (1982)
 AE9448
 AE9448                         *CURRENT SURVEY CONTROL
 AE9448  ___________________________________________________________________
 AE9448* NAD 83(1986)-  43 34 22.     (N)    092 45 33.     (W)     SCALED    
 AE9448* NAVD 88     -       389.060  (meters)    1276.44   (feet)  ADJUSTED  
 AE9448  ___________________________________________________________________
 AE9448  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 AE9448  DYNAMIC HT  -         388.969 (meters)    1276.14  (feet)  COMP
 AE9448  MODELED GRAV-     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
 AE9448.and adjusted by the National Geodetic Survey in November 1998..
 AE9448
 AE9448.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9451 ***********************************************************************
 AE9451  DESIGNATION -  5005 J
 AE9451  PID         -  AE9451
 AE9451  STATE/COUNTY-  MN/MOWER
 AE9451  USGS QUAD   -  ADAMS (1965)
 AE9451
 AE9451                         *CURRENT SURVEY CONTROL
 AE9451  ___________________________________________________________________
 AE9451* NAD 83(1986)-  43 33 55.     (N)    092 43 24.     (W)     SCALED    
 AE9451* NAVD 88     -       391.271  (meters)    1283.69   (feet)  ADJUSTED  
 AE9451  ___________________________________________________________________
 AE9451  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 AE9451  DYNAMIC HT  -         391.179 (meters)    1283.39  (feet)  COMP
 AE9451  MODELED GRAV-     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
 AE9451.and adjusted by the National Geodetic Survey in November 1998..
 AE9451
 AE9451.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9454 ***********************************************************************
 AE9454  DESIGNATION -  5005 M
 AE9454  PID         -  AE9454
 AE9454  STATE/COUNTY-  MN/MOWER
 AE9454  USGS QUAD   -  ADAMS (1965)
 AE9454
 AE9454                         *CURRENT SURVEY CONTROL
 AE9454  ___________________________________________________________________
 AE9454* NAD 83(1986)-  43 33 30.     (N)    092 40 08.     (W)     SCALED    
 AE9454* NAVD 88     -       408.613  (meters)    1340.59   (feet)  ADJUSTED  
 AE9454  ___________________________________________________________________
 AE9454  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 AE9454  DYNAMIC HT  -         408.515 (meters)    1340.27  (feet)  COMP
 AE9454  MODELED GRAV-     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
 AE9454.and adjusted by the National Geodetic Survey in November 1998..
 AE9454
 AE9454.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9455 ***********************************************************************
 AE9455  DESIGNATION -  5005 N
 AE9455  PID         -  AE9455
 AE9455  STATE/COUNTY-  MN/MOWER
 AE9455  USGS QUAD   -  ADAMS (1965)
 AE9455
 AE9455                         *CURRENT SURVEY CONTROL
 AE9455  ___________________________________________________________________
 AE9455* NAD 83(1986)-  43 33 29.     (N)    092 38 55.     (W)     SCALED    
 AE9455* NAVD 88     -       409.456  (meters)    1343.36   (feet)  ADJUSTED  
 AE9455  ___________________________________________________________________
 AE9455  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 AE9455  DYNAMIC HT  -         409.358 (meters)    1343.04  (feet)  COMP
 AE9455  MODELED GRAV-     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
 AE9455.and adjusted by the National Geodetic Survey in November 1998..
 AE9455
 AE9455.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9434 ***********************************************************************
 AE9434  DESIGNATION -  5005 P
 AE9434  PID         -  AE9434
 AE9434  STATE/COUNTY-  MN/MOWER
 AE9434  USGS QUAD   -  BROWNSDALE (1982)
 AE9434
 AE9434                         *CURRENT SURVEY CONTROL
 AE9434  ___________________________________________________________________
 AE9434* NAD 83(1986)-  43 39 40.     (N)    092 52 07.     (W)     SCALED    
 AE9434* NAVD 88     -       384.247  (meters)    1260.65   (feet)  ADJUSTED  
 AE9434  ___________________________________________________________________
 AE9434  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AE9434  DYNAMIC HT  -         384.161 (meters)    1260.37  (feet)  COMP
 AE9434  MODELED GRAV-     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
 AE9434.and adjusted by the National Geodetic Survey in November 1998..
 AE9434
 AE9434.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9435 ***********************************************************************
 AE9435  DESIGNATION -  5005 Q
 AE9435  PID         -  AE9435
 AE9435  STATE/COUNTY-  MN/MOWER
 AE9435  USGS QUAD   -  BROWNSDALE (1982)
 AE9435
 AE9435                         *CURRENT SURVEY CONTROL
 AE9435  ___________________________________________________________________
 AE9435* NAD 83(1986)-  43 39 11.     (N)    092 52 07.     (W)     SCALED    
 AE9435* NAVD 88     -       384.060  (meters)    1260.04   (feet)  ADJUSTED  
 AE9435  ___________________________________________________________________
 AE9435  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AE9435  DYNAMIC HT  -         383.973 (meters)    1259.75  (feet)  COMP
 AE9435  MODELED GRAV-     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
 AE9435.and adjusted by the National Geodetic Survey in November 1998..
 AE9435
 AE9435.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9437 ***********************************************************************
 AE9437  DESIGNATION -  5005 R
 AE9437  PID         -  AE9437
 AE9437  STATE/COUNTY-  MN/MOWER
 AE9437  USGS QUAD   -  BROWNSDALE (1982)
 AE9437
 AE9437                         *CURRENT SURVEY CONTROL
 AE9437  ___________________________________________________________________
 AE9437* NAD 83(1986)-  43 38 01.     (N)    092 52 07.     (W)     SCALED    
 AE9437* NAVD 88     -       376.785  (meters)    1236.17   (feet)  ADJUSTED  
 AE9437  ___________________________________________________________________
 AE9437  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 AE9437  DYNAMIC HT  -         376.701 (meters)    1235.89  (feet)  COMP
 AE9437  MODELED GRAV-     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
 AE9437.and adjusted by the National Geodetic Survey in November 1998..
 AE9437
 AE9437.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9438 ***********************************************************************
 AE9438  DESIGNATION -  5005 S
 AE9438  PID         -  AE9438
 AE9438  STATE/COUNTY-  MN/MOWER
 AE9438  USGS QUAD   -  ROSE CREEK (1982)
 AE9438
 AE9438                         *CURRENT SURVEY CONTROL
 AE9438  ___________________________________________________________________
 AE9438* NAD 83(1986)-  43 36 51.     (N)    092 51 28.     (W)     SCALED    
 AE9438* NAVD 88     -       380.201  (meters)    1247.38   (feet)  ADJUSTED  
 AE9438  ___________________________________________________________________
 AE9438  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 AE9438  DYNAMIC HT  -         380.116 (meters)    1247.10  (feet)  COMP
 AE9438  MODELED GRAV-     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
 AE9438.and adjusted by the National Geodetic Survey in November 1998..
 AE9438
 AE9438.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9439 ***********************************************************************
 AE9439  DESIGNATION -  5005 T
 AE9439  PID         -  AE9439
 AE9439  STATE/COUNTY-  MN/MOWER
 AE9439  USGS QUAD   -  ROSE CREEK (1982)
 AE9439
 AE9439                         *CURRENT SURVEY CONTROL
 AE9439  ___________________________________________________________________
 AE9439* NAD 83(1986)-  43 36 36.     (N)    092 50 52.     (W)     SCALED    
 AE9439* NAVD 88     -       384.628  (meters)    1261.90   (feet)  ADJUSTED  
 AE9439  ___________________________________________________________________
 AE9439  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 AE9439  DYNAMIC HT  -         384.541 (meters)    1261.61  (feet)  COMP
 AE9439  MODELED GRAV-     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
 AE9439.and adjusted by the National Geodetic Survey in November 1998..
 AE9439
 AE9439.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9440 ***********************************************************************
 AE9440  DESIGNATION -  5005 U
 AE9440  PID         -  AE9440
 AE9440  STATE/COUNTY-  MN/MOWER
 AE9440  USGS QUAD   -  ROSE CREEK (1982)
 AE9440
 AE9440                         *CURRENT SURVEY CONTROL
 AE9440  ___________________________________________________________________
 AE9440* NAD 83(1986)-  43 36 23.     (N)    092 50 13.     (W)     SCALED    
 AE9440* NAVD 88     -       379.654  (meters)    1245.58   (feet)  ADJUSTED  
 AE9440  ___________________________________________________________________
 AE9440  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 AE9440  DYNAMIC HT  -         379.568 (meters)    1245.30  (feet)  COMP
 AE9440  MODELED GRAV-     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
 AE9440.and adjusted by the National Geodetic Survey in November 1998..
 AE9440
 AE9440.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL 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 = OCTOBER  6, 2006
 AE9446 ***********************************************************************
 AE9446  DESIGNATION -  5005 V
 AE9446  PID         -  AE9446
 AE9446  STATE/COUNTY-  MN/MOWER
 AE9446  USGS QUAD   -  ROSE CREEK (1982)
 AE9446
 AE9446                         *CURRENT SURVEY CONTROL
 AE9446  ___________________________________________________________________
 AE9446* NAD 83(1986)-  43 35 05.     (N)    092 47 18.     (W)     SCALED    
 AE9446* NAVD 88     -       389.672  (meters)    1278.45   (feet)  ADJUSTED  
 AE9446  ___________________________________________________________________
 AE9446  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 AE9446  DYNAMIC HT  -         389.581 (meters)    1278.15  (feet)  COMP
 AE9446  MODELED GRAV-     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
 AE9446.and adjusted by the National Geodetic Survey in November 1998..
 AE9446
 AE9446.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9447 ***********************************************************************
 AE9447  DESIGNATION -  5005 W
 AE9447  PID         -  AE9447
 AE9447  STATE/COUNTY-  MN/MOWER
 AE9447  USGS QUAD   -  ROSE CREEK (1982)
 AE9447
 AE9447                         *CURRENT SURVEY CONTROL
 AE9447  ___________________________________________________________________
 AE9447* NAD 83(1986)-  43 34 42.     (N)    092 46 27.     (W)     SCALED    
 AE9447* NAVD 88     -       399.351  (meters)    1310.20   (feet)  ADJUSTED  
 AE9447  ___________________________________________________________________
 AE9447  GEOID HEIGHT-         -29.48  (meters)                     GEOID03
 AE9447  DYNAMIC HT  -         399.257 (meters)    1309.90  (feet)  COMP
 AE9447  MODELED GRAV-     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
 AE9447.and adjusted by the National Geodetic Survey in November 1998..
 AE9447
 AE9447.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9449 ***********************************************************************
 AE9449  DESIGNATION -  5005 X
 AE9449  PID         -  AE9449
 AE9449  STATE/COUNTY-  MN/MOWER
 AE9449  USGS QUAD   -  ADAMS (1965)
 AE9449
 AE9449                         *CURRENT SURVEY CONTROL
 AE9449  ___________________________________________________________________
 AE9449* NAD 83(1986)-  43 34 04.     (N)    092 44 47.     (W)     SCALED    
 AE9449* NAVD 88     -       392.270  (meters)    1286.97   (feet)  ADJUSTED  
 AE9449  ___________________________________________________________________
 AE9449  GEOID HEIGHT-         -29.54  (meters)                     GEOID03
 AE9449  DYNAMIC HT  -         392.177 (meters)    1286.67  (feet)  COMP
 AE9449  MODELED GRAV-     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
 AE9449.and adjusted by the National Geodetic Survey in November 1998..
 AE9449
 AE9449.The geoid height was determined by GEOID03.
 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: 15TWJ204239(NAD 83)
 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 = OCTOBER  6, 2006
 AE9450 ***********************************************************************
 AE9450  DESIGNATION -  5005 Y
 AE9450  PID         -  AE9450
 AE9450  STATE/COUNTY-  MN/MOWER
 AE9450  USGS QUAD   -  ADAMS (1965)
 AE9450
 AE9450                         *CURRENT SURVEY CONTROL
 AE9450  ___________________________________________________________________
 AE9450* NAD 83(1986)-  43 33 58.     (N)    092 43 58.     (W)     SCALED    
 AE9450* NAVD 88     -       388.672  (meters)    1275.17   (feet)  ADJUSTED  
 AE9450  ___________________________________________________________________
 AE9450  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 AE9450  DYNAMIC HT  -         388.581 (meters)    1274.87  (feet)  COMP
 AE9450  MODELED GRAV-     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
 AE9450.and adjusted by the National Geodetic Survey in November 1998..
 AE9450
 AE9450.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE9452 ***********************************************************************
 AE9452  DESIGNATION -  5005 Z
 AE9452  PID         -  AE9452
 AE9452  STATE/COUNTY-  MN/MOWER
 AE9452  USGS QUAD   -  ADAMS (1965)
 AE9452
 AE9452                         *CURRENT SURVEY CONTROL
 AE9452  ___________________________________________________________________
 AE9452* NAD 83(1986)-  43 33 47.     (N)    092 42 24.     (W)     SCALED    
 AE9452* NAVD 88     -       392.801  (meters)    1288.71   (feet)  ADJUSTED  
 AE9452  ___________________________________________________________________
 AE9452  GEOID HEIGHT-         -29.61  (meters)                     GEOID03
 AE9452  DYNAMIC HT  -         392.709 (meters)    1288.41  (feet)  COMP
 AE9452  MODELED GRAV-     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
 AE9452.and adjusted by the National Geodetic Survey in November 1998..
 AE9452
 AE9452.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AE8030 ***********************************************************************
 AE8030  DESIGNATION -  5006 A
 AE8030  PID         -  AE8030
 AE8030  STATE/COUNTY-  MN/MOWER
 AE8030  USGS QUAD   -  SPRING VALLEY (1965)
 AE8030
 AE8030                         *CURRENT SURVEY CONTROL
 AE8030  ___________________________________________________________________
 AE8030* NAD 83(1986)-  43 43 03.     (N)    092 28 45.     (W)     SCALED    
 AE8030* NAVD 88     -       396.658  (meters)    1301.37   (feet)  ADJUSTED  
 AE8030  ___________________________________________________________________
 AE8030  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 AE8030  DYNAMIC HT  -         396.569 (meters)    1301.08  (feet)  COMP
 AE8030  MODELED GRAV-     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
 AE8030.and adjusted by the National Geodetic Survey in November 1998..
 AE8030
 AE8030.The geoid height was determined by GEOID03.
 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_MARKER: DV = VERTICAL CONTROL DISK
 AE8030_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8030_STAMPING: 5006 A 1981
 AE8030_MARK LOGO: MNDT  
 AE8030_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8030
 AE8030  HISTORY     - Date     Condition        Report By
 AE8030  HISTORY     - 1981     MONUMENTED       MNDT
 AE8030  HISTORY     - 19910829 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8031 ***********************************************************************
 AE8031  DESIGNATION -  5006 B
 AE8031  PID         -  AE8031
 AE8031  STATE/COUNTY-  MN/MOWER
 AE8031  USGS QUAD   -  SPRING VALLEY (1965)
 AE8031
 AE8031                         *CURRENT SURVEY CONTROL
 AE8031  ___________________________________________________________________
 AE8031* NAD 83(1986)-  43 43 05.     (N)    092 28 45.     (W)     SCALED    
 AE8031* NAVD 88     -       396.602  (meters)    1301.19   (feet)  ADJUSTED  
 AE8031  ___________________________________________________________________
 AE8031  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 AE8031  DYNAMIC HT  -         396.513 (meters)    1300.89  (feet)  COMP
 AE8031  MODELED GRAV-     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
 AE8031.and adjusted by the National Geodetic Survey in November 1998..
 AE8031
 AE8031.The geoid height was determined by GEOID03.
 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_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: O = OTHER; SEE DESCRIPTION
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9710 ***********************************************************************
 AG9710  DESIGNATION -  5009 A
 AG9710  PID         -  AG9710
 AG9710  STATE/COUNTY-  MN/MOWER
 AG9710  USGS QUAD   -  BLOOMING PRAIRIE (1967)
 AG9710
 AG9710                         *CURRENT SURVEY CONTROL
 AG9710  ___________________________________________________________________
 AG9710* NAD 83(1996)-  43 50 53.99218(N)    093 02 14.10444(W)     ADJUSTED  
 AG9710* NAVD 88     -       387.225  (meters)    1270.42   (feet)  ADJUSTED  
 AG9710  ___________________________________________________________________
 AG9710  X           -    -244,125.398 (meters)                     COMP
 AG9710  Y           -  -4,600,953.179 (meters)                     COMP
 AG9710  Z           -   4,396,202.134 (meters)                     COMP
 AG9710  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 AG9710  ELLIP HEIGHT-         358.49  (meters)          (03/16/99) GPS OBS
 AG9710  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 AG9710  DYNAMIC HT  -         387.155 (meters)    1270.19  (feet)  COMP
 AG9710  MODELED GRAV-     980,426.0   (mgal)                       NAVD 88
 AG9710
 AG9710  HORZ ORDER  -  SECOND
 AG9710  VERT ORDER  -  SECOND    CLASS I
 AG9710  ELLP ORDER  -  FOURTH    CLASS I
 AG9710
 AG9710.The horizontal coordinates were established by GPS observations
 AG9710.and adjusted by the National Geodetic Survey in March 1999..
 AG9710
 AG9710.The orthometric height was determined by differential leveling
 AG9710.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AG9710
 AG9710.The ellipsoidal height was determined by GPS observations
 AG9710.and is referenced to NAD 83.
 AG9710
 AG9710.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AG9710;SPC MN S     -   194,716.320   877,412.017   MT  0.99998655   +0 40 29.3
 AG9710;UTM  15      - 4,855,028.216   497,005.818   MT  0.99960011   -0 01 32.9
 AG9710
 AG9710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9710!SPC MN S     -   0.99994379  x   0.99998655  =   0.99993034
 AG9710!UTM  15      -   0.99994379  x   0.99960011  =   0.99954392
 AG9710
 AG9710                          SUPERSEDED SURVEY CONTROL
 AG9710
 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: 15TVJ9700655028(NAD 83)
 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 = OCTOBER  6, 2006
 AI4445 ***********************************************************************
 AI4445  DESIGNATION -  5009 B
 AI4445  PID         -  AI4445
 AI4445  STATE/COUNTY-  MN/MOWER
 AI4445  USGS QUAD   -  BLOOMING PRAIRIE (1967)
 AI4445
 AI4445                         *CURRENT SURVEY CONTROL
 AI4445  ___________________________________________________________________
 AI4445* NAD 83(1986)-  43 50 02.     (N)    093 01 41.     (W)     SCALED    
 AI4445* NAVD 88     -       382.588  (meters)    1255.21   (feet)  ADJUSTED  
 AI4445  ___________________________________________________________________
 AI4445  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 AI4445  DYNAMIC HT  -         382.518 (meters)    1254.98  (feet)  COMP
 AI4445  MODELED GRAV-     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
 AI4445.and adjusted by the National Geodetic Survey in December 2004..
 AI4445
 AI4445.The geoid height was determined by GEOID03.
 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_MARKER: DB = BENCH MARK DISK
 AI4445_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 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 = OCTOBER  6, 2006
 AG9711 ***********************************************************************
 AG9711  DESIGNATION -  5009 C
 AG9711  PID         -  AG9711
 AG9711  STATE/COUNTY-  MN/MOWER
 AG9711  USGS QUAD   -  BLOOMING PRAIRIE (1967)
 AG9711
 AG9711                         *CURRENT SURVEY CONTROL
 AG9711  ___________________________________________________________________
 AG9711* NAD 83(1996)-  43 49 08.51557(N)    093 01 07.56440(W)     ADJUSTED  
 AG9711* NAVD 88     -       379.009  (meters)    1243.47   (feet)  ADJUSTED  
 AG9711  ___________________________________________________________________
 AG9711  X           -    -242,759.565 (meters)                     COMP
 AG9711  Y           -  -4,603,277.316 (meters)                     COMP
 AG9711  Z           -   4,393,847.997 (meters)                     COMP
 AG9711  LAPLACE CORR-          -6.67  (seconds)                    DEFLEC99
 AG9711  ELLIP HEIGHT-         350.23  (meters)          (03/16/99) GPS OBS
 AG9711  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 AG9711  DYNAMIC HT  -         378.939 (meters)    1243.24  (feet)  COMP
 AG9711  MODELED GRAV-     980,421.9   (mgal)                       NAVD 88
 AG9711
 AG9711  HORZ ORDER  -  SECOND
 AG9711  VERT ORDER  -  SECOND    CLASS I
 AG9711  ELLP ORDER  -  FOURTH    CLASS I
 AG9711
 AG9711.The horizontal coordinates were established by GPS observations
 AG9711.and adjusted by the National Geodetic Survey in March 1999..
 AG9711
 AG9711.The orthometric height was determined by differential leveling
 AG9711.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AG9711
 AG9711.The ellipsoidal height was determined by GPS observations
 AG9711.and is referenced to NAD 83.
 AG9711
 AG9711.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AG9711;SPC MN S     -   191,478.872   878,937.218   MT  0.99999246   +0 41 16.0
 AG9711;UTM  15      - 4,851,773.626   498,490.735   MT  0.99960003   -0 00 46.8
 AG9711
 AG9711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9711!SPC MN S     -   0.99994508  x   0.99999246  =   0.99993754
 AG9711!UTM  15      -   0.99994508  x   0.99960003  =   0.99954514
 AG9711
 AG9711                          SUPERSEDED SURVEY CONTROL
 AG9711
 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: 15TVJ9849151774(NAD 83)
 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 = OCTOBER  6, 2006
 AI4447 ***********************************************************************
 AI4447  DESIGNATION -  5009 D
 AI4447  PID         -  AI4447
 AI4447  STATE/COUNTY-  MN/MOWER
 AI4447  USGS QUAD   -  BLOOMING PRAIRIE (1967)
 AI4447
 AI4447                         *CURRENT SURVEY CONTROL
 AI4447  ___________________________________________________________________
 AI4447* NAD 83(1986)-  43 47 50.     (N)    093 00 18.     (W)     SCALED    
 AI4447* NAVD 88     -       383.399  (meters)    1257.87   (feet)  ADJUSTED  
 AI4447  ___________________________________________________________________
 AI4447  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 AI4447  DYNAMIC HT  -         383.326 (meters)    1257.63  (feet)  COMP
 AI4447  MODELED GRAV-     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
 AI4447.and adjusted by the National Geodetic Survey in December 2004..
 AI4447
 AI4447.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AG9713 ***********************************************************************
 AG9713  DESIGNATION -  5009 E
 AG9713  PID         -  AG9713
 AG9713  STATE/COUNTY-  MN/MOWER
 AG9713  USGS QUAD   -  WALTHAM (1966)
 AG9713
 AG9713                         *CURRENT SURVEY CONTROL
 AG9713  ___________________________________________________________________
 AG9713* NAD 83(1996)-  43 46 32.20812(N)    092 59 29.09247(W)     ADJUSTED  
 AG9713* NAVD 88     -       379.918  (meters)    1246.45   (feet)  ADJUSTED  
 AG9713  ___________________________________________________________________
 AG9713  X           -    -240,736.191 (meters)                     COMP
 AG9713  Y           -  -4,606,727.765 (meters)                     COMP
 AG9713  Z           -   4,390,366.308 (meters)                     COMP
 AG9713  LAPLACE CORR-          -7.72  (seconds)                    DEFLEC99
 AG9713  ELLIP HEIGHT-         351.04  (meters)          (03/16/99) GPS OBS
 AG9713  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AG9713  DYNAMIC HT  -         379.845 (meters)    1246.21  (feet)  COMP
 AG9713  MODELED GRAV-     980,417.1   (mgal)                       NAVD 88
 AG9713
 AG9713  HORZ ORDER  -  SECOND
 AG9713  VERT ORDER  -  SECOND    CLASS I
 AG9713  ELLP ORDER  -  FOURTH    CLASS I
 AG9713
 AG9713.The horizontal coordinates were established by GPS observations
 AG9713.and adjusted by the National Geodetic Survey in March 1999..
 AG9713
 AG9713.The orthometric height was determined by differential leveling
 AG9713.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AG9713
 AG9713.The ellipsoidal height was determined by GPS observations
 AG9713.and is referenced to NAD 83.
 AG9713
 AG9713.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AG9713;SPC MN S     -   186,681.854   881,197.123   MT  1.00000168   +0 42 25.0
 AG9713;UTM  15      - 4,846,951.239   500,690.918   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(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: 15TWJ0069146951(NAD 83)
 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 = OCTOBER  6, 2006
 AI4450 ***********************************************************************
 AI4450  DESIGNATION -  5009 F
 AI4450  PID         -  AI4450
 AI4450  STATE/COUNTY-  MN/MOWER
 AI4450  USGS QUAD   -  AUSTIN EAST (1982)
 AI4450
 AI4450                         *CURRENT SURVEY CONTROL
 AI4450  ___________________________________________________________________
 AI4450* NAD 83(1986)-  43 43 57.     (N)    092 59 21.     (W)     SCALED    
 AI4450* NAVD 88     -       376.867  (meters)    1236.44   (feet)  ADJUSTED  
 AI4450  ___________________________________________________________________
 AI4450  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 AI4450  DYNAMIC HT  -         376.796 (meters)    1236.20  (feet)  COMP
 AI4450  MODELED GRAV-     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
 AI4450.and adjusted by the National Geodetic Survey in December 2004..
 AI4450
 AI4450.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI4453 ***********************************************************************
 AI4453  DESIGNATION -  5009 H
 AI4453  PID         -  AI4453
 AI4453  STATE/COUNTY-  MN/MOWER
 AI4453  USGS QUAD   -  AUSTIN EAST (1982)
 AI4453
 AI4453                         *CURRENT SURVEY CONTROL
 AI4453  ___________________________________________________________________
 AI4453* NAD 83(1986)-  43 41 16.     (N)    092 59 37.     (W)     SCALED    
 AI4453* NAVD 88     -       375.320  (meters)    1231.36   (feet)  ADJUSTED  
 AI4453  ___________________________________________________________________
 AI4453  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AI4453  DYNAMIC HT  -         375.252 (meters)    1231.14  (feet)  COMP
 AI4453  MODELED GRAV-     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
 AI4453.and adjusted by the National Geodetic Survey in December 2004..
 AI4453
 AI4453.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI4452 ***********************************************************************
 AI4452  DESIGNATION -  5009 H 1
 AI4452  PID         -  AI4452
 AI4452  STATE/COUNTY-  MN/MOWER
 AI4452  USGS QUAD   -  AUSTIN EAST (1982)
 AI4452
 AI4452                         *CURRENT SURVEY CONTROL
 AI4452  ___________________________________________________________________
 AI4452* NAD 83(1986)-  43 41 45.     (N)    092 59 45.     (W)     SCALED    
 AI4452* NAVD 88     -       370.824  (meters)    1216.61   (feet)  ADJUSTED  
 AI4452  ___________________________________________________________________
 AI4452  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AI4452  DYNAMIC HT  -         370.756 (meters)    1216.39  (feet)  COMP
 AI4452  MODELED GRAV-     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
 AI4452.and adjusted by the National Geodetic Survey in December 2004..
 AI4452
 AI4452.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI4449 ***********************************************************************
 AI4449  DESIGNATION -  5009 K
 AI4449  PID         -  AI4449
 AI4449  STATE/COUNTY-  MN/MOWER
 AI4449  USGS QUAD   -  WALTHAM (1966)
 AI4449
 AI4449                         *CURRENT SURVEY CONTROL
 AI4449  ___________________________________________________________________
 AI4449* NAD 83(1986)-  43 45 41.     (N)    092 59 24.     (W)     SCALED    
 AI4449* NAVD 88     -       378.341  (meters)    1241.27   (feet)  ADJUSTED  
 AI4449  ___________________________________________________________________
 AI4449  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AI4449  DYNAMIC HT  -         378.269 (meters)    1241.04  (feet)  COMP
 AI4449  MODELED GRAV-     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
 AI4449.and adjusted by the National Geodetic Survey in December 2004..
 AI4449
 AI4449.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI4446 ***********************************************************************
 AI4446  DESIGNATION -  5009 L
 AI4446  PID         -  AI4446
 AI4446  STATE/COUNTY-  MN/MOWER
 AI4446  USGS QUAD   -  BLOOMING PRAIRIE (1967)
 AI4446
 AI4446                         *CURRENT SURVEY CONTROL
 AI4446  ___________________________________________________________________
 AI4446* NAD 83(1986)-  43 48 33.     (N)    093 00 45.     (W)     SCALED    
 AI4446* NAVD 88     -       381.058  (meters)    1250.19   (feet)  ADJUSTED  
 AI4446  ___________________________________________________________________
 AI4446  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AI4446  DYNAMIC HT  -         380.987 (meters)    1249.95  (feet)  COMP
 AI4446  MODELED GRAV-     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
 AI4446.and adjusted by the National Geodetic Survey in December 2004..
 AI4446
 AI4446.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0487 ***********************************************************************
 OO0487  DESIGNATION -  5080 A
 OO0487  PID         -  OO0487
 OO0487  STATE/COUNTY-  MN/MOWER
 OO0487  USGS QUAD   -  AUSTIN WEST (1982)
 OO0487
 OO0487                         *CURRENT SURVEY CONTROL
 OO0487  ___________________________________________________________________
 OO0487* NAD 83(1996)-  43 39 33.63824(N)    093 02 57.21935(W)     ADJUSTED  
 OO0487* NAVD 88     -       375.263  (meters)    1231.18   (feet)  ADJUSTED  
 OO0487  ___________________________________________________________________
 OO0487  X           -    -245,859.150 (meters)                     COMP
 OO0487  Y           -  -4,615,395.074 (meters)                     COMP
 OO0487  Z           -   4,381,025.971 (meters)                     COMP
 OO0487  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 OO0487  ELLIP HEIGHT-         346.65  (meters)          (02/05/03) GPS OBS
 OO0487  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 OO0487  DYNAMIC HT  -         375.196 (meters)    1230.96  (feet)  COMP
 OO0487  MODELED GRAV-     980,429.8   (mgal)                       NAVD 88
 OO0487
 OO0487  HORZ ORDER  -  FIRST
 OO0487  VERT ORDER  -  FIRST     CLASS II
 OO0487  ELLP ORDER  -  THIRD     CLASS II
 OO0487
 OO0487.The horizontal coordinates were established by GPS observations
 OO0487.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0487
 OO0487.The orthometric height was determined by differential leveling
 OO0487.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO0487
 OO0487.The ellipsoidal height was determined by GPS observations
 OO0487.and is referenced to NAD 83.
 OO0487
 OO0487.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO0487;SPC MN S     -   173,708.438   876,693.302   MT  1.00002917   +0 39 59.1
 OO0487;UTM  15      - 4,834,039.234   496,030.710   MT  0.99960019   -0 02 02.3
 OO0487
 OO0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0487!SPC MN S     -   0.99994564  x   1.00002917  =   0.99997481
 OO0487!UTM  15      -   0.99994564  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  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: 15TVJ9603134039(NAD 83)
 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 = OCTOBER  6, 2006
 OO0425 ***********************************************************************
 OO0425  DESIGNATION -  5080 AA
 OO0425  PID         -  OO0425
 OO0425  STATE/COUNTY-  MN/MOWER
 OO0425  USGS QUAD   -  DEXTER (1965)
 OO0425
 OO0425                         *CURRENT SURVEY CONTROL
 OO0425  ___________________________________________________________________
 OO0425* NAD 83(1986)-  43 41 26.     (N)    092 43 43.     (W)     SCALED    
 OO0425* NAVD 88     -       415.146  (meters)    1362.02   (feet)  ADJUSTED  
 OO0425  ___________________________________________________________________
 OO0425  GEOID HEIGHT-         -29.59  (meters)                     GEOID03
 OO0425  DYNAMIC HT  -         415.045 (meters)    1361.69  (feet)  COMP
 OO0425  MODELED GRAV-     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
 OO0425.and adjusted by the National Geodetic Survey in June 1991..
 OO0425
 OO0425.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 OO0385 ***********************************************************************
 OO0385  DESIGNATION -  5080 AB
 OO0385  PID         -  OO0385
 OO0385  STATE/COUNTY-  MN/MOWER
 OO0385  USGS QUAD   -  HIGH FOREST (1974)
 OO0385
 OO0385                         *CURRENT SURVEY CONTROL
 OO0385  ___________________________________________________________________
 OO0385* NAD 83(1986)-  43 48 15.     (N)    092 35 24.     (W)     SCALED    
 OO0385* NAVD 88     -       405.205  (meters)    1329.41   (feet)  ADJUSTED  
 OO0385  ___________________________________________________________________
 OO0385  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO0385  DYNAMIC HT  -         405.112 (meters)    1329.11  (feet)  COMP
 OO0385  MODELED GRAV-     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
 OO0385.and adjusted by the National Geodetic Survey in June 1991..
 OO0385
 OO0385.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0384 ***********************************************************************
 OO0384  DESIGNATION -  5080 AC
 OO0384  PID         -  OO0384
 OO0384  STATE/COUNTY-  MN/MOWER
 OO0384  USGS QUAD   -  HIGH FOREST (1974)
 OO0384
 OO0384                         *CURRENT SURVEY CONTROL
 OO0384  ___________________________________________________________________
 OO0384* NAD 83(1986)-  43 48 17.     (N)    092 35 17.     (W)     SCALED    
 OO0384* NAVD 88     -       412.713  (meters)    1354.04   (feet)  ADJUSTED  
 OO0384  ___________________________________________________________________
 OO0384  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO0384  DYNAMIC HT  -         412.619 (meters)    1353.73  (feet)  COMP
 OO0384  MODELED GRAV-     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
 OO0384.and adjusted by the National Geodetic Survey in June 1991..
 OO0384
 OO0384.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 OO0381 ***********************************************************************
 OO0381  DESIGNATION -  5080 AD
 OO0381  PID         -  OO0381
 OO0381  STATE/COUNTY-  MN/MOWER
 OO0381  USGS QUAD   -  HIGH FOREST (1974)
 OO0381
 OO0381                         *CURRENT SURVEY CONTROL
 OO0381  ___________________________________________________________________
 OO0381* NAD 83(1986)-  43 48 25.     (N)    092 35 12.     (W)     SCALED    
 OO0381* NAVD 88     -       406.409  (meters)    1333.36   (feet)  ADJUSTED  
 OO0381  ___________________________________________________________________
 OO0381  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO0381  DYNAMIC HT  -         406.316 (meters)    1333.06  (feet)  COMP
 OO0381  MODELED GRAV-     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
 OO0381.and adjusted by the National Geodetic Survey in June 1991..
 OO0381
 OO0381.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0380 ***********************************************************************
 OO0380  DESIGNATION -  5080 AE
 OO0380  PID         -  OO0380
 OO0380  STATE/COUNTY-  MN/MOWER
 OO0380  USGS QUAD   -  HIGH FOREST (1974)
 OO0380
 OO0380                         *CURRENT SURVEY CONTROL
 OO0380  ___________________________________________________________________
 OO0380* NAD 83(1986)-  43 48 35.     (N)    092 35 01.     (W)     SCALED    
 OO0380* NAVD 88     -       410.163  (meters)    1345.68   (feet)  ADJUSTED  
 OO0380  ___________________________________________________________________
 OO0380  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 OO0380  DYNAMIC HT  -         410.070 (meters)    1345.37  (feet)  COMP
 OO0380  MODELED GRAV-     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
 OO0380.and adjusted by the National Geodetic Survey in June 1991..
 OO0380
 OO0380.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0379 ***********************************************************************
 OO0379  DESIGNATION -  5080 AF
 OO0379  PID         -  OO0379
 OO0379  STATE/COUNTY-  MN/MOWER
 OO0379  USGS QUAD   -  HIGH FOREST (1974)
 OO0379
 OO0379                         *CURRENT SURVEY CONTROL
 OO0379  ___________________________________________________________________
 OO0379* NAD 83(1986)-  43 49 00.     (N)    092 34 36.     (W)     SCALED    
 OO0379* NAVD 88     -       408.724  (meters)    1340.96   (feet)  ADJUSTED  
 OO0379  ___________________________________________________________________
 OO0379  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0379  DYNAMIC HT  -         408.631 (meters)    1340.65  (feet)  COMP
 OO0379  MODELED GRAV-     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
 OO0379.and adjusted by the National Geodetic Survey in June 1991..
 OO0379
 OO0379.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0378 ***********************************************************************
 OO0378  DESIGNATION -  5080 AG
 OO0378  PID         -  OO0378
 OO0378  STATE/COUNTY-  MN/MOWER
 OO0378  USGS QUAD   -  HIGH FOREST (1974)
 OO0378
 OO0378                         *CURRENT SURVEY CONTROL
 OO0378  ___________________________________________________________________
 OO0378* NAD 83(1986)-  43 49 12.     (N)    092 34 16.     (W)     SCALED    
 OO0378* NAVD 88     -       403.250  (meters)    1323.00   (feet)  ADJUSTED  
 OO0378  ___________________________________________________________________
 OO0378  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0378  DYNAMIC HT  -         403.159 (meters)    1322.70  (feet)  COMP
 OO0378  MODELED GRAV-     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
 OO0378.and adjusted by the National Geodetic Survey in June 1991..
 OO0378
 OO0378.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0377 ***********************************************************************
 OO0377  DESIGNATION -  5080 AH
 OO0377  PID         -  OO0377
 OO0377  STATE/COUNTY-  MN/MOWER
 OO0377  USGS QUAD   -  HIGH FOREST (1974)
 OO0377
 OO0377                         *CURRENT SURVEY CONTROL
 OO0377  ___________________________________________________________________
 OO0377* NAD 83(1986)-  43 49 22.     (N)    092 34 02.     (W)     SCALED    
 OO0377* NAVD 88     -       401.458  (meters)    1317.12   (feet)  ADJUSTED  
 OO0377  ___________________________________________________________________
 OO0377  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0377  DYNAMIC HT  -         401.368 (meters)    1316.82  (feet)  COMP
 OO0377  MODELED GRAV-     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
 OO0377.and adjusted by the National Geodetic Survey in June 1991..
 OO0377
 OO0377.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0372 ***********************************************************************
 OO0372  DESIGNATION -  5080 AJ
 OO0372  PID         -  OO0372
 OO0372  STATE/COUNTY-  MN/MOWER
 OO0372  USGS QUAD   -  HIGH FOREST (1974)
 OO0372
 OO0372                         *CURRENT SURVEY CONTROL
 OO0372  ___________________________________________________________________
 OO0372* NAD 83(1996)-  43 49 33.94693(N)    092 33 46.81940(W)     ADJUSTED  
 OO0372* NAVD 88     -       397.663  (meters)    1304.67   (feet)  ADJUSTED  
 OO0372  ___________________________________________________________________
 OO0372  X           -    -206,111.504 (meters)                     COMP
 OO0372  Y           -  -4,604,532.387 (meters)                     COMP
 OO0372  Z           -   4,394,426.485 (meters)                     COMP
 OO0372  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 OO0372  ELLIP HEIGHT-         367.79  (meters)          (02/05/03) GPS OBS
 OO0372  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0372  DYNAMIC HT  -         397.573 (meters)    1304.37  (feet)  COMP
 OO0372  MODELED GRAV-     980,383.1   (mgal)                       NAVD 88
 OO0372
 OO0372  HORZ ORDER  -  FIRST
 OO0372  VERT ORDER  -  SECOND    CLASS 0
 OO0372  ELLP ORDER  -  THIRD     CLASS II
 OO0372
 OO0372.The horizontal coordinates were established by GPS observations
 OO0372.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0372
 OO0372.The orthometric height was determined by differential leveling
 OO0372.and adjusted by the National Geodetic Survey in June 1991..
 OO0372
 OO0372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0372
 OO0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0372
 OO0372.The ellipsoidal height was determined by GPS observations
 OO0372.and is referenced to NAD 83.
 OO0372
 OO0372.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO0372;SPC MN S     -   192,805.972   915,584.986   MT  0.99999101   +1 00 26.0
 OO0372;UTM  15      - 4,852,650.833   535,137.841   MT  0.99961519   +0 18 09.4
 OO0372
 OO0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0372!SPC MN S     -   0.99994233  x   0.99999101  =   0.99993334
 OO0372!UTM  15      -   0.99994233  x   0.99961519  =   0.99955754
 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  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: 15TWJ3513852651(NAD 83)
 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 = OCTOBER  6, 2006
 OO0371 ***********************************************************************
 OO0371  DESIGNATION -  5080 AK
 OO0371  PID         -  OO0371
 OO0371  STATE/COUNTY-  MN/MOWER
 OO0371  USGS QUAD   -  HIGH FOREST (1974)
 OO0371
 OO0371                         *CURRENT SURVEY CONTROL
 OO0371  ___________________________________________________________________
 OO0371* NAD 83(1986)-  43 49 50.     (N)    092 33 29.     (W)     SCALED    
 OO0371* NAVD 88     -       391.717  (meters)    1285.16   (feet)  ADJUSTED  
 OO0371  ___________________________________________________________________
 OO0371  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 OO0371  DYNAMIC HT  -         391.630 (meters)    1284.87  (feet)  COMP
 OO0371  MODELED GRAV-     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
 OO0371.and adjusted by the National Geodetic Survey in June 1991..
 OO0371
 OO0371.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0370 ***********************************************************************
 OO0370  DESIGNATION -  5080 AL
 OO0370  PID         -  OO0370
 OO0370  STATE/COUNTY-  MN/MOWER
 OO0370  USGS QUAD   -  HIGH FOREST (1974)
 OO0370
 OO0370                         *CURRENT SURVEY CONTROL
 OO0370  ___________________________________________________________________
 OO0370* NAD 83(1996)-  43 49 59.88326(N)    092 33 17.12467(W)     ADJUSTED  
 OO0370* NAVD 88     -       388.395  (meters)    1274.26   (feet)  ADJUSTED  
 OO0370  ___________________________________________________________________
 OO0370  X           -    -205,423.623 (meters)                     COMP
 OO0370  Y           -  -4,604,001.895 (meters)                     COMP
 OO0370  Z           -   4,394,997.953 (meters)                     COMP
 OO0370  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 OO0370  ELLIP HEIGHT-         359.07  (meters)          (02/05/03) GPS OBS
 OO0370  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 OO0370  DYNAMIC HT  -         388.308 (meters)    1273.97  (feet)  COMP
 OO0370  MODELED GRAV-     980,384.7   (mgal)                       NAVD 88
 OO0370
 OO0370  HORZ ORDER  -  FIRST
 OO0370  VERT ORDER  -  SECOND    CLASS 0
 OO0370  ELLP ORDER  -  THIRD     CLASS II
 OO0370
 OO0370.The horizontal coordinates were established by GPS observations
 OO0370.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0370
 OO0370.The orthometric height was determined by differential leveling
 OO0370.and adjusted by the National Geodetic Survey in June 1991..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0370
 OO0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0370
 OO0370.The ellipsoidal height was determined by GPS observations
 OO0370.and is referenced to NAD 83.
 OO0370
 OO0370.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO0370;SPC MN S     -   193,618.024   916,234.238   MT  0.99998955   +1 00 46.8
 OO0370;UTM  15      - 4,853,454.538   535,796.783   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  =   0.99955948
 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  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: 15TWJ3579753455(NAD 83)
 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 = OCTOBER  6, 2006
 OO1570 ***********************************************************************
 OO1570  DESIGNATION -  5080 AM
 OO1570  PID         -  OO1570
 OO1570  STATE/COUNTY-  MN/MOWER
 OO1570  USGS QUAD   -  DEXTER (1965)
 OO1570
 OO1570                         *CURRENT SURVEY CONTROL
 OO1570  ___________________________________________________________________
 OO1570* NAD 83(1986)-  43 42 36.     (N)    092 42 02.     (W)     SCALED    
 OO1570* NAVD 88     -       435.933  (meters)    1430.22   (feet)  ADJUSTED  
 OO1570  ___________________________________________________________________
 OO1570  GEOID HEIGHT-         -29.65  (meters)                     GEOID03
 OO1570  DYNAMIC HT  -         435.828 (meters)    1429.88  (feet)  COMP
 OO1570  MODELED GRAV-     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
 OO1570.and adjusted by the National Geodetic Survey in June 1991..
 OO1570
 OO1570.The geoid height was determined by GEOID03.
 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     -   179,720.      904,730.      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_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 - September 23, 1991
 OO1570
 OO1570  HISTORY     - Date     Condition        Report By
 OO1570  HISTORY     - 1990     MONUMENTED       MNDT
 OO1570  HISTORY     - 19900822 GOOD             NGS
 OO1570  HISTORY     - 19910923 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).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI4454 ***********************************************************************
 AI4454  DESIGNATION -  5080 AM 1
 AI4454  PID         -  AI4454
 AI4454  STATE/COUNTY-  MN/MOWER
 AI4454  USGS QUAD   -  AUSTIN EAST (1982)
 AI4454
 AI4454                         *CURRENT SURVEY CONTROL
 AI4454  ___________________________________________________________________
 AI4454* NAD 83(1986)-  43 40 50.     (N)    092 59 35.     (W)     SCALED    
 AI4454* NAVD 88     -       378.212  (meters)    1240.85   (feet)  ADJUSTED  
 AI4454  ___________________________________________________________________
 AI4454  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AI4454  DYNAMIC HT  -         378.144 (meters)    1240.63  (feet)  COMP
 AI4454  MODELED GRAV-     980,426.3   (mgal)                       NAVD 88
 AI4454
 AI4454  VERT ORDER  -  SECOND    CLASS I
 AI4454
 AI4454.The horizontal coordinates were scaled from a topographic map and have
 AI4454.an estimated accuracy of +/- 6 seconds.
 AI4454
 AI4454.The orthometric height was determined by differential leveling
 AI4454.and adjusted by the National Geodetic Survey in December 2004..
 AI4454
 AI4454.The geoid height was determined by GEOID03.
 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     -   176,120.      881,200.      MT  (+/- 180 meters Scaled)
 AI4454
 AI4454                          SUPERSEDED SURVEY CONTROL
 AI4454
 AI4454.No superseded survey control is available for this station.
 AI4454
 AI4454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ005363(NAD 83)
 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 - December 03, 1991
 AI4454
 AI4454  HISTORY     - Date     Condition        Report By
 AI4454  HISTORY     - 1986     MONUMENTED       MNDT
 AI4454  HISTORY     - 19911203 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI4455 ***********************************************************************
 AI4455  DESIGNATION -  5080 AN
 AI4455  PID         -  AI4455
 AI4455  STATE/COUNTY-  MN/MOWER
 AI4455  USGS QUAD   -  AUSTIN EAST (1982)
 AI4455
 AI4455                         *CURRENT SURVEY CONTROL
 AI4455  ___________________________________________________________________
 AI4455* NAD 83(1986)-  43 40 51.     (N)    092 58 48.     (W)     SCALED    
 AI4455* NAVD 88     -       367.803  (meters)    1206.70   (feet)  ADJUSTED  
 AI4455  ___________________________________________________________________
 AI4455  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AI4455  DYNAMIC HT  -         367.736 (meters)    1206.48  (feet)  COMP
 AI4455  MODELED GRAV-     980,424.7   (mgal)                       NAVD 88
 AI4455
 AI4455  VERT ORDER  -  SECOND    CLASS I
 AI4455
 AI4455.The horizontal coordinates were scaled from a topographic map and have
 AI4455.an estimated accuracy of +/- 6 seconds.
 AI4455
 AI4455.The orthometric height was determined by differential leveling
 AI4455.and adjusted by the National Geodetic Survey in December 2004..
 AI4455.No vertical observational check was made to the station.
 AI4455
 AI4455.The geoid height was determined by GEOID03.
 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     -   176,160.      882,250.      MT  (+/- 180 meters Scaled)
 AI4455
 AI4455                          SUPERSEDED SURVEY CONTROL
 AI4455
 AI4455.No superseded survey control is available for this station.
 AI4455
 AI4455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ016364(NAD 83)
 AI4455_MARKER: DV = VERTICAL CONTROL DISK
 AI4455_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI4455_SP_SET: BRIDGE ABUTMENT
 AI4455_STAMPING: 5080 AN 1992
 AI4455_MARK LOGO: MNDT  
 AI4455_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI4455+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AI4455
 AI4455  HISTORY     - Date     Condition        Report By
 AI4455  HISTORY     - 1992     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0337 ***********************************************************************
 OO0337  DESIGNATION -  5080 B
 OO0337  PID         -  OO0337
 OO0337  STATE/COUNTY-  MN/MOWER
 OO0337  USGS QUAD   -  AUSTIN WEST (1982)
 OO0337
 OO0337                         *CURRENT SURVEY CONTROL
 OO0337  ___________________________________________________________________
 OO0337* NAD 83(1996)-  43 39 33.73434(N)    093 01 57.61537(W)     ADJUSTED  
 OO0337* NAVD 88     -       374.227  (meters)    1227.78   (feet)  ADJUSTED  
 OO0337  ___________________________________________________________________
 OO0337  X           -    -244,525.288 (meters)                     COMP
 OO0337  Y           -  -4,615,463.116 (meters)                     COMP
 OO0337  Z           -   4,381,027.385 (meters)                     COMP
 OO0337  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 OO0337  ELLIP HEIGHT-         345.59  (meters)          (02/05/03) GPS OBS
 OO0337  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 OO0337  DYNAMIC HT  -         374.160 (meters)    1227.56  (feet)  COMP
 OO0337  MODELED GRAV-     980,429.6   (mgal)                       NAVD 88
 OO0337
 OO0337  HORZ ORDER  -  FIRST
 OO0337  VERT ORDER  -  FIRST     CLASS II
 OO0337  ELLP ORDER  -  THIRD     CLASS II
 OO0337
 OO0337.The horizontal coordinates were established by GPS observations
 OO0337.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0337
 OO0337.The orthometric height was determined by differential leveling
 OO0337.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OO0337
 OO0337.The ellipsoidal height was determined by GPS observations
 OO0337.and is referenced to NAD 83.
 OO0337
 OO0337.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO0337;SPC MN S     -   173,727.073   878,028.735   MT  1.00002916   +0 40 40.9
 OO0337;UTM  15      - 4,834,041.540   497,365.698   MT  0.99960009   -0 01 21.2
 OO0337
 OO0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0337!SPC MN S     -   0.99994581  x   1.00002916  =   0.99997497
 OO0337!UTM  15      -   0.99994581  x   0.99960009  =   0.99954592
 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  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: 15TVJ9736634042(NAD 83)
 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 = OCTOBER  6, 2006
 OO0423 ***********************************************************************
 OO0423  DESIGNATION -  5080 BB
 OO0423  PID         -  OO0423
 OO0423  STATE/COUNTY-  MN/MOWER
 OO0423  USGS QUAD   -  DEXTER (1965)
 OO0423
 OO0423                         *CURRENT SURVEY CONTROL
 OO0423  ___________________________________________________________________
 OO0423* NAD 83(1996)-  43 42 02.69634(N)    092 42 52.49551(W)     ADJUSTED  
 OO0423* NAVD 88     -       421.911  (meters)    1384.22   (feet)  ADJUSTED  
 OO0423  ___________________________________________________________________
 OO0423  X           -    -218,749.211 (meters)                     COMP
 OO0423  Y           -  -4,613,611.520 (meters)                     COMP
 OO0423  Z           -   4,384,384.676 (meters)                     COMP
 OO0423  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 OO0423  ELLIP HEIGHT-         392.27  (meters)          (02/05/03) GPS OBS
 OO0423  GEOID HEIGHT-         -29.62  (meters)                     GEOID03
 OO0423  DYNAMIC HT  -         421.809 (meters)    1383.88  (feet)  COMP
 OO0423  MODELED GRAV-     980,365.0   (mgal)                       NAVD 88
 OO0423
 OO0423  HORZ ORDER  -  FIRST
 OO0423  VERT ORDER  -  FIRST     CLASS II
 OO0423  ELLP ORDER  -  THIRD     CLASS II
 OO0423
 OO0423.The horizontal coordinates were established by GPS observations
 OO0423.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0423
 OO0423.The orthometric height was determined by differential leveling
 OO0423.and adjusted by the National Geodetic Survey in June 1991..
 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 DEFLEC99 derived deflections.
 OO0423
 OO0423.The ellipsoidal height was determined by GPS observations
 OO0423.and is referenced to NAD 83.
 OO0423
 OO0423.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO0423;SPC MN S     -   178,677.552   903,612.942   MT  1.00001892   +0 54 03.5
 OO0423;UTM  15      - 4,838,676.139   522,997.832   MT  0.99960651   +0 11 49.9
 OO0423
 OO0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0423!SPC MN S     -   0.99993849  x   1.00001892  =   0.99995741
 OO0423!UTM  15      -   0.99993849  x   0.99960651  =   0.99954503
 OO0423
 OO0423                          SUPERSEDED SURVEY CONTROL
 OO0423
 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: 15TWJ2299838676(NAD 83)
 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 = OCTOBER  6, 2006
 OO0336 ***********************************************************************
 OO0336  DESIGNATION -  5080 C
 OO0336  PID         -  OO0336
 OO0336  STATE/COUNTY-  MN/MOWER
 OO0336  USGS QUAD   -  AUSTIN WEST (1982)
 OO0336
 OO0336                         *CURRENT SURVEY CONTROL
 OO0336  ___________________________________________________________________
 OO0336* NAD 83(1986)-  43 40 01.     (N)    093 01 10.     (W)     SCALED    
 OO0336* NAVD 88     -       377.817  (meters)    1239.55   (feet)  ADJUSTED  
 OO0336  ___________________________________________________________________
 OO0336  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 OO0336  DYNAMIC HT  -         377.749 (meters)    1239.33  (feet)  COMP
 OO0336  MODELED GRAV-     980,429.0   (mgal)                       NAVD 88
 OO0336
 OO0336  VERT ORDER  -  FIRST     CLASS II
 OO0336
 OO0336.The horizontal coordinates were scaled from a topographic map and have
 OO0336.an estimated accuracy of +/- 6 seconds.
 OO0336
 OO0336.The orthometric height was determined by differential leveling
 OO0336.and adjusted by the National Geodetic Survey in June 1991..
 OO0336
 OO0336.The geoid height was determined by GEOID03.
 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     -   174,580.      879,090.      MT  (+/- 180 meters Scaled)
 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: 15TVJ984348(NAD 83)
 OO0336_MARKER: DD = SURVEY 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 SUITABLE FOR
 OO0336+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1990
 OO0336
 OO0336  HISTORY     - Date     Condition        Report By
 OO0336  HISTORY     - 1966     MONUMENTED       MNDT
 OO0336  HISTORY     - 1981     GOOD             MNDT
 OO0336  HISTORY     - 19900906 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0418 ***********************************************************************
 OO0418  DESIGNATION -  5080 CC 1
 OO0418  PID         -  OO0418
 OO0418  STATE/COUNTY-  MN/MOWER
 OO0418  USGS QUAD   -  DEXTER (1965)
 OO0418
 OO0418                         *CURRENT SURVEY CONTROL
 OO0418  ___________________________________________________________________
 OO0418* NAD 83(1986)-  43 42 52.     (N)    092 41 39.     (W)     SCALED    
 OO0418* NAVD 88     -       430.137  (meters)    1411.21   (feet)  ADJUSTED  
 OO0418  ___________________________________________________________________
 OO0418  GEOID HEIGHT-         -29.66  (meters)                     GEOID03
 OO0418  DYNAMIC HT  -         430.033 (meters)    1410.87  (feet)  COMP
 OO0418  MODELED GRAV-     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
 OO0418.and adjusted by the National Geodetic Survey in November 1998..
 OO0418
 OO0418.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 OO0338 ***********************************************************************
 OO0338  DESIGNATION -  5080 D
 OO0338  PID         -  OO0338
 OO0338  STATE/COUNTY-  MN/MOWER
 OO0338  USGS QUAD   -  AUSTIN WEST (1982)
 OO0338
 OO0338                         *CURRENT SURVEY CONTROL
 OO0338  ___________________________________________________________________
 OO0338* NAD 83(1986)-  43 40 35.     (N)    093 00 35.     (W)     SCALED    
 OO0338* NAVD 88     -       370.171  (meters)    1214.47   (feet)  ADJUSTED  
 OO0338  ___________________________________________________________________
 OO0338  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 OO0338  DYNAMIC HT  -         370.104 (meters)    1214.25  (feet)  COMP
 OO0338  MODELED GRAV-     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
 OO0338.and adjusted by the National Geodetic Survey in June 1991..
 OO0338
 OO0338.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0338_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0338_SP_SET: BRIDGE
 OO0338_STAMPING: 5080-D 1966
 OO0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0338
 OO0338  HISTORY     - Date     Condition        Report By
 OO0338  HISTORY     - 1966     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0417 ***********************************************************************
 OO0417  DESIGNATION -  5080 DD
 OO0417  PID         -  OO0417
 OO0417  STATE/COUNTY-  MN/MOWER
 OO0417  USGS QUAD   -  DEXTER (1965)
 OO0417
 OO0417                         *CURRENT SURVEY CONTROL
 OO0417  ___________________________________________________________________
 OO0417* NAD 83(1986)-  43 42 55.     (N)    092 41 30.     (W)     SCALED    
 OO0417* NAVD 88     -       427.638  (meters)    1403.01   (feet)  ADJUSTED  
 OO0417  ___________________________________________________________________
 OO0417  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 OO0417  DYNAMIC HT  -         427.535 (meters)    1402.67  (feet)  COMP
 OO0417  MODELED GRAV-     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
 OO0417.and adjusted by the National Geodetic Survey in November 1998..
 OO0417
 OO0417.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 OO0339 ***********************************************************************
 OO0339  DESIGNATION -  5080 E
 OO0339  PID         -  OO0339
 OO0339  STATE/COUNTY-  MN/MOWER
 OO0339  USGS QUAD   -  AUSTIN WEST (1982)
 OO0339
 OO0339                         *CURRENT SURVEY CONTROL
 OO0339  ___________________________________________________________________
 OO0339* NAD 83(1986)-  43 40 35.     (N)    093 00 35.     (W)     SCALED    
 OO0339* NAVD 88     -       370.163  (meters)    1214.44   (feet)  ADJUSTED  
 OO0339  ___________________________________________________________________
 OO0339  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 OO0339  DYNAMIC HT  -         370.096 (meters)    1214.22  (feet)  COMP
 OO0339  MODELED GRAV-     980,428.1   (mgal)                       NAVD 88
 OO0339
 OO0339  VERT ORDER  -  FIRST     CLASS II
 OO0339
 OO0339.The horizontal coordinates were scaled from a topographic map and have
 OO0339.an estimated accuracy of +/- 6 seconds.
 OO0339
 OO0339.The orthometric height was determined by differential leveling
 OO0339.and adjusted by the National Geodetic Survey in June 1991..
 OO0339
 OO0339.The geoid height was determined by GEOID03.
 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     -   175,640.      879,860.      MT  (+/- 180 meters Scaled)
 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: 15TVJ992359(NAD 83)
 OO0339_MARKER: DD = SURVEY 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_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO0339+STABILITY: POSITION/ELEVATION WELL
 OO0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0339+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1990
 OO0339
 OO0339  HISTORY     - Date     Condition        Report By
 OO0339  HISTORY     - 1966     MONUMENTED       MNDT
 OO0339  HISTORY     - 19900906 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0341 ***********************************************************************
 OO0341  DESIGNATION -  5080 F 1
 OO0341  PID         -  OO0341
 OO0341  STATE/COUNTY-  MN/MOWER
 OO0341  USGS QUAD   -  AUSTIN EAST (1982)
 OO0341
 OO0341                         *CURRENT SURVEY CONTROL
 OO0341  ___________________________________________________________________
 OO0341* NAD 83(1986)-  43 40 58.     (N)    092 59 21.     (W)     SCALED    
 OO0341* NAVD 88     -       372.161  (meters)    1221.00   (feet)  ADJUSTED  
 OO0341  ___________________________________________________________________
 OO0341  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 OO0341  DYNAMIC HT  -         372.093 (meters)    1220.78  (feet)  COMP
 OO0341  MODELED GRAV-     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
 OO0341.and adjusted by the National Geodetic Survey in June 1991..
 OO0341
 OO0341.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0415 ***********************************************************************
 OO0415  DESIGNATION -  5080 FF
 OO0415  PID         -  OO0415
 OO0415  STATE/COUNTY-  MN/MOWER
 OO0415  USGS QUAD   -  DEXTER (1965)
 OO0415
 OO0415                         *CURRENT SURVEY CONTROL
 OO0415  ___________________________________________________________________
 OO0415* NAD 83(1986)-  43 43 14.     (N)    092 41 11.     (W)     SCALED    
 OO0415* NAVD 88     -       430.683  (meters)    1413.00   (feet)  ADJUSTED  
 OO0415  ___________________________________________________________________
 OO0415  GEOID HEIGHT-         -29.68  (meters)                     GEOID03
 OO0415  DYNAMIC HT  -         430.579 (meters)    1412.66  (feet)  COMP
 OO0415  MODELED GRAV-     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
 OO0415.and adjusted by the National Geodetic Survey in June 1991..
 OO0415
 OO0415.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0342 ***********************************************************************
 OO0342  DESIGNATION -  5080 G
 OO0342  PID         -  OO0342
 OO0342  STATE/COUNTY-  MN/MOWER
 OO0342  USGS QUAD   -  AUSTIN EAST (1982)
 OO0342
 OO0342                         *CURRENT SURVEY CONTROL
 OO0342  ___________________________________________________________________
 OO0342* NAD 83(1986)-  43 40 42.     (N)    092 58 45.     (W)     SCALED    
 OO0342* NAVD 88     -       372.684  (meters)    1222.71   (feet)  ADJUSTED  
 OO0342  ___________________________________________________________________
 OO0342  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 OO0342  DYNAMIC HT  -         372.616 (meters)    1222.49  (feet)  COMP
 OO0342  MODELED GRAV-     980,425.0   (mgal)                       NAVD 88
 OO0342
 OO0342  VERT ORDER  -  FIRST     CLASS II
 OO0342
 OO0342.The horizontal coordinates were scaled from a topographic map and have
 OO0342.an estimated accuracy of +/- 6 seconds.
 OO0342
 OO0342.The orthometric height was determined by differential leveling
 OO0342.and adjusted by the National Geodetic Survey in June 1991..
 OO0342
 OO0342.The geoid height was determined by GEOID03.
 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     -   175,890.      882,320.      MT  (+/- 180 meters Scaled)
 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: 15TWJ016361(NAD 83)
 OO0342_MARKER: DB = BENCH MARK DISK
 OO0342_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 OO0342_SP_SET: RETAINING WALL
 OO0342_STAMPING: 5080 G 1966
 OO0342_MARK LOGO: MNDT  
 OO0342_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0342+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1991
 OO0342
 OO0342  HISTORY     - Date     Condition        Report By
 OO0342  HISTORY     - 1966     MONUMENTED       MNDT
 OO0342  HISTORY     - 19900906 GOOD             NGS
 OO0342  HISTORY     - 19911206 GOOD             MNDT
 OO0342
 OO0342                          STATION DESCRIPTION
 OO0342
 OO0342'DESCRIBED BY MN DEPT OF TRANSP 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0413 ***********************************************************************
 OO0413  DESIGNATION -  5080 GG
 OO0413  PID         -  OO0413
 OO0413  STATE/COUNTY-  MN/MOWER
 OO0413  USGS QUAD   -  DEXTER (1965)
 OO0413
 OO0413                         *CURRENT SURVEY CONTROL
 OO0413  ___________________________________________________________________
 OO0413* NAD 83(1986)-  43 43 33.     (N)    092 40 57.     (W)     SCALED    
 OO0413* NAVD 88     -       431.376  (meters)    1415.27   (feet)  ADJUSTED  
 OO0413  ___________________________________________________________________
 OO0413  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 OO0413  DYNAMIC HT  -         431.272 (meters)    1414.93  (feet)  COMP
 OO0413  MODELED GRAV-     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
 OO0413.and adjusted by the National Geodetic Survey in November 1998..
 OO0413
 OO0413.The geoid height was determined by GEOID03.
 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)  431.289  (m)         1414.99   (f) UNKNOWN     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_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 = OCTOBER  6, 2006
 OO0412 ***********************************************************************
 OO0412  DESIGNATION -  5080 HH
 OO0412  PID         -  OO0412
 OO0412  STATE/COUNTY-  MN/MOWER
 OO0412  USGS QUAD   -  DEXTER (1965)
 OO0412
 OO0412                         *CURRENT SURVEY CONTROL
 OO0412  ___________________________________________________________________
 OO0412* NAD 83(1986)-  43 43 46.     (N)    092 40 48.     (W)     SCALED    
 OO0412* NAVD 88     -       432.050  (meters)    1417.48   (feet)  ADJUSTED  
 OO0412  ___________________________________________________________________
 OO0412  GEOID HEIGHT-         -29.69  (meters)                     GEOID03
 OO0412  DYNAMIC HT  -         431.946 (meters)    1417.14  (feet)  COMP
 OO0412  MODELED GRAV-     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
 OO0412.and adjusted by the National Geodetic Survey in November 1998..
 OO0412
 OO0412.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 OO0460 ***********************************************************************
 OO0460  DESIGNATION -  5080 J
 OO0460  PID         -  OO0460
 OO0460  STATE/COUNTY-  MN/MOWER
 OO0460  USGS QUAD   -  AUSTIN EAST (1982)
 OO0460
 OO0460                         *CURRENT SURVEY CONTROL
 OO0460  ___________________________________________________________________
 OO0460* NAD 83(1986)-  43 40 28.     (N)    092 57 47.     (W)     SCALED    
 OO0460* NAVD 88     -       370.829  (meters)    1216.63   (feet)  ADJUSTED  
 OO0460  ___________________________________________________________________
 OO0460  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 OO0460  DYNAMIC HT  -         370.760 (meters)    1216.40  (feet)  COMP
 OO0460  MODELED GRAV-     980,421.6   (mgal)                       NAVD 88
 OO0460
 OO0460  VERT ORDER  -  FIRST     CLASS II
 OO0460
 OO0460.The horizontal coordinates were scaled from a topographic map and have
 OO0460.an estimated accuracy of +/- 6 seconds.
 OO0460
 OO0460.The orthometric height was determined by differential leveling
 OO0460.and adjusted by the National Geodetic Survey in June 1991..
 OO0460
 OO0460.The geoid height was determined by GEOID03.
 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     -   175,470.      883,620.      MT  (+/- 180 meters Scaled)
 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: 15TWJ029357(NAD 83)
 OO0460_MARKER: DB = BENCH MARK DISK
 OO0460_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OO0460_SP_SET: BRIDGE CURB
 OO0460_STAMPING: 5080 J 1966
 OO0460_MARK LOGO: MNDT  
 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 - February 06, 1992
 OO0460
 OO0460  HISTORY     - Date     Condition        Report By
 OO0460  HISTORY     - 1966     MONUMENTED       MNDT
 OO0460  HISTORY     - 1970     GOOD             MNDT
 OO0460  HISTORY     - 19900906 GOOD             NGS
 OO0460  HISTORY     - 19920206 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0409 ***********************************************************************
 OO0409  DESIGNATION -  5080 JJ
 OO0409  PID         -  OO0409
 OO0409  STATE/COUNTY-  MN/MOWER
 OO0409  USGS QUAD   -  DEXTER (1965)
 OO0409
 OO0409                         *CURRENT SURVEY CONTROL
 OO0409  ___________________________________________________________________
 OO0409* NAD 83(1986)-  43 43 55.     (N)    092 40 42.     (W)     SCALED    
 OO0409* NAVD 88     -       437.871  (meters)    1436.58   (feet)  ADJUSTED  
 OO0409  ___________________________________________________________________
 OO0409  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 OO0409  DYNAMIC HT  -         437.765 (meters)    1436.23  (feet)  COMP
 OO0409  MODELED GRAV-     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
 OO0409.and adjusted by the National Geodetic Survey in November 1998..
 OO0409
 OO0409.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 OO0344 ***********************************************************************
 OO0344  DESIGNATION -  5080 K
 OO0344  PID         -  OO0344
 OO0344  STATE/COUNTY-  MN/MOWER
 OO0344  USGS QUAD   -  AUSTIN EAST (1982)
 OO0344
 OO0344                         *CURRENT SURVEY CONTROL
 OO0344  ___________________________________________________________________
 OO0344* NAD 83(1986)-  43 40 30.     (N)    092 57 21.     (W)     SCALED    
 OO0344* NAVD 88     -       371.923  (meters)    1220.22   (feet)  ADJUSTED  
 OO0344  ___________________________________________________________________
 OO0344  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 OO0344  DYNAMIC HT  -         371.853 (meters)    1219.99  (feet)  COMP
 OO0344  MODELED GRAV-     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
 OO0344.and adjusted by the National Geodetic Survey in June 1991..
 OO0344
 OO0344.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0408 ***********************************************************************
 OO0408  DESIGNATION -  5080 KK
 OO0408  PID         -  OO0408
 OO0408  STATE/COUNTY-  MN/MOWER
 OO0408  USGS QUAD   -  DEXTER (1965)
 OO0408
 OO0408                         *CURRENT SURVEY CONTROL
 OO0408  ___________________________________________________________________
 OO0408* NAD 83(1986)-  43 43 58.     (N)    092 40 38.     (W)     SCALED    
 OO0408* NAVD 88     -       431.604  (meters)    1416.02   (feet)  ADJUSTED  
 OO0408  ___________________________________________________________________
 OO0408  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 OO0408  DYNAMIC HT  -         431.500 (meters)    1415.68  (feet)  COMP
 OO0408  MODELED GRAV-     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
 OO0408.and adjusted by the National Geodetic Survey in June 1991..
 OO0408
 OO0408.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0459 ***********************************************************************
 OO0459  DESIGNATION -  5080 L
 OO0459  PID         -  OO0459
 OO0459  STATE/COUNTY-  MN/MOWER
 OO0459  USGS QUAD   -  AUSTIN EAST (1982)
 OO0459
 OO0459                         *CURRENT SURVEY CONTROL
 OO0459  ___________________________________________________________________
 OO0459* NAD 83(1986)-  43 40 28.     (N)    092 56 36.     (W)     SCALED    
 OO0459* NAVD 88     -       372.527  (meters)    1222.20   (feet)  ADJUSTED  
 OO0459  ___________________________________________________________________
 OO0459  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 OO0459  DYNAMIC HT  -         372.455 (meters)    1221.96  (feet)  COMP
 OO0459  MODELED GRAV-     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
 OO0459.and adjusted by the National Geodetic Survey in June 1991..
 OO0459
 OO0459.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 OO0407 ***********************************************************************
 OO0407  DESIGNATION -  5080 LL
 OO0407  PID         -  OO0407
 OO0407  STATE/COUNTY-  MN/MOWER
 OO0407  USGS QUAD   -  DEXTER (1965)
 OO0407
 OO0407                         *CURRENT SURVEY CONTROL
 OO0407  ___________________________________________________________________
 OO0407* NAD 83(1986)-  43 44 18.     (N)    092 40 23.     (W)     SCALED    
 OO0407* NAVD 88     -       430.450  (meters)    1412.23   (feet)  ADJUSTED  
 OO0407  ___________________________________________________________________
 OO0407  GEOID HEIGHT-         -29.71  (meters)                     GEOID03
 OO0407  DYNAMIC HT  -         430.346 (meters)    1411.89  (feet)  COMP
 OO0407  MODELED GRAV-     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
 OO0407.and adjusted by the National Geodetic Survey in June 1991..
 OO0407
 OO0407.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0407_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0456 ***********************************************************************
 OO0456  DESIGNATION -  5080 M
 OO0456  PID         -  OO0456
 OO0456  STATE/COUNTY-  MN/MOWER
 OO0456  USGS QUAD   -  AUSTIN EAST (1982)
 OO0456
 OO0456                         *CURRENT SURVEY CONTROL
 OO0456  ___________________________________________________________________
 OO0456* NAD 83(1986)-  43 40 28.     (N)    092 56 25.     (W)     SCALED    
 OO0456* NAVD 88     -       372.911  (meters)    1223.46   (feet)  ADJUSTED  
 OO0456  ___________________________________________________________________
 OO0456  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 OO0456  DYNAMIC HT  -         372.838 (meters)    1223.22  (feet)  COMP
 OO0456  MODELED GRAV-     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
 OO0456.and adjusted by the National Geodetic Survey in June 1991..
 OO0456
 OO0456.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0406 ***********************************************************************
 OO0406  DESIGNATION -  5080 MM
 OO0406  PID         -  OO0406
 OO0406  STATE/COUNTY-  MN/MOWER
 OO0406  USGS QUAD   -  DEXTER (1965)
 OO0406
 OO0406                         *CURRENT SURVEY CONTROL
 OO0406  ___________________________________________________________________
 OO0406* NAD 83(1986)-  43 44 32.     (N)    092 39 59.     (W)     SCALED    
 OO0406* NAVD 88     -       420.777  (meters)    1380.50   (feet)  ADJUSTED  
 OO0406  ___________________________________________________________________
 OO0406  GEOID HEIGHT-         -29.72  (meters)                     GEOID03
 OO0406  DYNAMIC HT  -         420.676 (meters)    1380.17  (feet)  COMP
 OO0406  MODELED GRAV-     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
 OO0406.and adjusted by the National Geodetic Survey in June 1991..
 OO0406
 OO0406.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0455 ***********************************************************************
 OO0455  DESIGNATION -  5080 N
 OO0455  PID         -  OO0455
 OO0455  STATE/COUNTY-  MN/MOWER
 OO0455  USGS QUAD   -  AUSTIN EAST (1982)
 OO0455
 OO0455                         *CURRENT SURVEY CONTROL
 OO0455  ___________________________________________________________________
 OO0455* NAD 83(1986)-  43 40 25.     (N)    092 55 48.     (W)     SCALED    
 OO0455* NAVD 88     -       376.058  (meters)    1233.78   (feet)  ADJUSTED  
 OO0455  ___________________________________________________________________
 OO0455  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 OO0455  DYNAMIC HT  -         375.983 (meters)    1233.54  (feet)  COMP
 OO0455  MODELED GRAV-     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
 OO0455.and adjusted by the National Geodetic Survey in June 1991..
 OO0455
 OO0455.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0455_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 OO0405 ***********************************************************************
 OO0405  DESIGNATION -  5080 NN
 OO0405  PID         -  OO0405
 OO0405  STATE/COUNTY-  MN/MOWER
 OO0405  USGS QUAD   -  DEXTER (1965)
 OO0405
 OO0405                         *CURRENT SURVEY CONTROL
 OO0405  ___________________________________________________________________
 OO0405* NAD 83(1986)-  43 44 46.     (N)    092 39 39.     (W)     SCALED    
 OO0405* NAVD 88     -       420.603  (meters)    1379.93   (feet)  ADJUSTED  
 OO0405  ___________________________________________________________________
 OO0405  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 OO0405  DYNAMIC HT  -         420.502 (meters)    1379.60  (feet)  COMP
 OO0405  MODELED GRAV-     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
 OO0405.and adjusted by the National Geodetic Survey in June 1991..
 OO0405
 OO0405.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0402 ***********************************************************************
 OO0402  DESIGNATION -  5080 NN 1
 OO0402  PID         -  OO0402
 OO0402  STATE/COUNTY-  MN/MOWER
 OO0402  USGS QUAD   -  HIGH FOREST SW (1974)
 OO0402
 OO0402                         *CURRENT SURVEY CONTROL
 OO0402  ___________________________________________________________________
 OO0402* NAD 83(1986)-  43 45 20.     (N)    092 38 58.     (W)     SCALED    
 OO0402* NAVD 88     -       418.943  (meters)    1374.48   (feet)  ADJUSTED  
 OO0402  ___________________________________________________________________
 OO0402  GEOID HEIGHT-         -29.74  (meters)                     GEOID03
 OO0402  DYNAMIC HT  -         418.843 (meters)    1374.15  (feet)  COMP
 OO0402  MODELED GRAV-     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
 OO0402.and adjusted by the National Geodetic Survey in June 1991..
 OO0402
 OO0402.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0403 ***********************************************************************
 OO0403  DESIGNATION -  5080 NN 2
 OO0403  PID         -  OO0403
 OO0403  STATE/COUNTY-  MN/MOWER
 OO0403  USGS QUAD   -  HIGH FOREST SW (1974)
 OO0403
 OO0403                         *CURRENT SURVEY CONTROL
 OO0403  ___________________________________________________________________
 OO0403* NAD 83(1986)-  43 45 02.     (N)    092 39 16.     (W)     SCALED    
 OO0403* NAVD 88     -       422.983  (meters)    1387.74   (feet)  ADJUSTED  
 OO0403  ___________________________________________________________________
 OO0403  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 OO0403  DYNAMIC HT  -         422.881 (meters)    1387.40  (feet)  COMP
 OO0403  MODELED GRAV-     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
 OO0403.and adjusted by the National Geodetic Survey in June 1991..
 OO0403
 OO0403.The geoid height was determined by GEOID03.
 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)         1387.63   (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_MARKER: DD = SURVEY DISK
 OO0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0454 ***********************************************************************
 OO0454  DESIGNATION -  5080 P
 OO0454  PID         -  OO0454
 OO0454  STATE/COUNTY-  MN/MOWER
 OO0454  USGS QUAD   -  AUSTIN EAST (1982)
 OO0454
 OO0454                         *CURRENT SURVEY CONTROL
 OO0454  ___________________________________________________________________
 OO0454* NAD 83(1986)-  43 40 20.     (N)    092 54 46.     (W)     SCALED    
 OO0454* NAVD 88     -       373.146  (meters)    1224.23   (feet)  ADJUSTED  
 OO0454  ___________________________________________________________________
 OO0454  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 OO0454  DYNAMIC HT  -         373.069 (meters)    1223.98  (feet)  COMP
 OO0454  MODELED GRAV-     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
 OO0454.and adjusted by the National Geodetic Survey in June 1991..
 OO0454
 OO0454.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0401 ***********************************************************************
 OO0401  DESIGNATION -  5080 PP
 OO0401  PID         -  OO0401
 OO0401  STATE/COUNTY-  MN/MOWER
 OO0401  USGS QUAD   -  HIGH FOREST SW (1974)
 OO0401
 OO0401                         *CURRENT SURVEY CONTROL
 OO0401  ___________________________________________________________________
 OO0401* NAD 83(1986)-  43 45 33.     (N)    092 38 43.     (W)     SCALED    
 OO0401* NAVD 88     -       415.328  (meters)    1362.62   (feet)  ADJUSTED  
 OO0401  ___________________________________________________________________
 OO0401  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 OO0401  DYNAMIC HT  -         415.229 (meters)    1362.30  (feet)  COMP
 OO0401  MODELED GRAV-     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
 OO0401.and adjusted by the National Geodetic Survey in June 1991..
 OO0401
 OO0401.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0400 ***********************************************************************
 OO0400  DESIGNATION -  5080 PP 1
 OO0400  PID         -  OO0400
 OO0400  STATE/COUNTY-  MN/MOWER
 OO0400  USGS QUAD   -  HIGH FOREST SW (1974)
 OO0400
 OO0400                         *CURRENT SURVEY CONTROL
 OO0400  ___________________________________________________________________
 OO0400* NAD 83(1986)-  43 45 36.     (N)    092 38 38.     (W)     SCALED    
 OO0400* NAVD 88     -       409.151  (meters)    1342.36   (feet)  ADJUSTED  
 OO0400  ___________________________________________________________________
 OO0400  GEOID HEIGHT-         -29.75  (meters)                     GEOID03
 OO0400  DYNAMIC HT  -         409.053 (meters)    1342.03  (feet)  COMP
 OO0400  MODELED GRAV-     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
 OO0400.and adjusted by the National Geodetic Survey in June 1991..
 OO0400
 OO0400.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0446 ***********************************************************************
 OO0446  DESIGNATION -  5080 Q
 OO0446  PID         -  OO0446
 OO0446  STATE/COUNTY-  MN/MOWER
 OO0446  USGS QUAD   -  BROWNSDALE (1982)
 OO0446
 OO0446                         *CURRENT SURVEY CONTROL
 OO0446  ___________________________________________________________________
 OO0446* NAD 83(1986)-  43 40 16.     (N)    092 52 00.     (W)     SCALED    
 OO0446* NAVD 88     -       386.439  (meters)    1267.84   (feet)  ADJUSTED  
 OO0446  ___________________________________________________________________
 OO0446  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 OO0446  DYNAMIC HT  -         386.353 (meters)    1267.56  (feet)  COMP
 OO0446  MODELED GRAV-     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
 OO0446.and adjusted by the National Geodetic Survey in June 1991..
 OO0446
 OO0446.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0399 ***********************************************************************
 OO0399  DESIGNATION -  5080 QQ
 OO0399  PID         -  OO0399
 OO0399  STATE/COUNTY-  MN/MOWER
 OO0399  USGS QUAD   -  HIGH FOREST SW (1974)
 OO0399
 OO0399                         *CURRENT SURVEY CONTROL
 OO0399  ___________________________________________________________________
 OO0399* NAD 83(1986)-  43 45 44.     (N)    092 38 25.     (W)     SCALED    
 OO0399* NAVD 88     -       407.445  (meters)    1336.76   (feet)  ADJUSTED  
 OO0399  ___________________________________________________________________
 OO0399  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 OO0399  DYNAMIC HT  -         407.348 (meters)    1336.44  (feet)  COMP
 OO0399  MODELED GRAV-     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
 OO0399.and adjusted by the National Geodetic Survey in June 1991..
 OO0399
 OO0399.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0445 ***********************************************************************
 OO0445  DESIGNATION -  5080 R
 OO0445  PID         -  OO0445
 OO0445  STATE/COUNTY-  MN/MOWER
 OO0445  USGS QUAD   -  BROWNSDALE (1982)
 OO0445
 OO0445                         *CURRENT SURVEY CONTROL
 OO0445  ___________________________________________________________________
 OO0445* NAD 83(1986)-  43 40 20.     (N)    092 51 00.     (W)     SCALED    
 OO0445* NAVD 88     -       385.491  (meters)    1264.73   (feet)  ADJUSTED  
 OO0445  ___________________________________________________________________
 OO0445  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 OO0445  DYNAMIC HT  -         385.403 (meters)    1264.44  (feet)  COMP
 OO0445  MODELED GRAV-     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
 OO0445.and adjusted by the National Geodetic Survey in June 1991..
 OO0445
 OO0445.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0398 ***********************************************************************
 OO0398  DESIGNATION -  5080 RR
 OO0398  PID         -  OO0398
 OO0398  STATE/COUNTY-  MN/MOWER
 OO0398  USGS QUAD   -  HIGH FOREST SW (1974)
 OO0398
 OO0398                         *CURRENT SURVEY CONTROL
 OO0398  ___________________________________________________________________
 OO0398* NAD 83(1986)-  43 45 53.     (N)    092 38 14.     (W)     SCALED    
 OO0398* NAVD 88     -       407.108  (meters)    1335.65   (feet)  ADJUSTED  
 OO0398  ___________________________________________________________________
 OO0398  GEOID HEIGHT-         -29.76  (meters)                     GEOID03
 OO0398  DYNAMIC HT  -         407.011 (meters)    1335.34  (feet)  COMP
 OO0398  MODELED GRAV-     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
 OO0398.and adjusted by the National Geodetic Survey in June 1991..
 OO0398
 OO0398.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0441 ***********************************************************************
 OO0441  DESIGNATION -  5080 S
 OO0441  PID         -  OO0441
 OO0441  STATE/COUNTY-  MN/MOWER
 OO0441  USGS QUAD   -  BROWNSDALE (1982)
 OO0441
 OO0441                         *CURRENT SURVEY CONTROL
 OO0441  ___________________________________________________________________
 OO0441* NAD 83(1986)-  43 40 10.     (N)    092 49 41.     (W)     SCALED    
 OO0441* NAVD 88     -       397.477  (meters)    1304.06   (feet)  ADJUSTED  
 OO0441  ___________________________________________________________________
 OO0441  GEOID HEIGHT-         -29.36  (meters)                     GEOID03
 OO0441  DYNAMIC HT  -         397.385 (meters)    1303.75  (feet)  COMP
 OO0441  MODELED GRAV-     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
 OO0441.and adjusted by the National Geodetic Survey in June 1991..
 OO0441
 OO0441.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OO0397 ***********************************************************************
 OO0397  DESIGNATION -  5080 SS
 OO0397  PID         -  OO0397
 OO0397  STATE/COUNTY-  MN/MOWER
 OO0397  USGS QUAD   -  HIGH FOREST SW (1974)
 OO0397
 OO0397                         *CURRENT SURVEY CONTROL
 OO0397  ___________________________________________________________________
 OO0397* NAD 83(1986)-  43 46 10.     (N)    092 37 58.     (W)     SCALED    
 OO0397* NAVD 88     -       407.814  (meters)    1337.97   (feet)  ADJUSTED  
 OO0397  ___________________________________________________________________
 OO0397  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 OO0397  DYNAMIC HT  -         407.718 (meters)    1337.65  (feet)  COMP
 OO0397  MODELED GRAV-     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
 OO0397.and adjusted by the National Geodetic Survey in June 1991..
 OO0397
 OO0397.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0440 ***********************************************************************
 OO0440  DESIGNATION -  5080 T
 OO0440  PID         -  OO0440
 OO0440  STATE/COUNTY-  MN/MOWER
 OO0440  USGS QUAD   -  BROWNSDALE (1982)
 OO0440
 OO0440                         *CURRENT SURVEY CONTROL
 OO0440  ___________________________________________________________________
 OO0440* NAD 83(1986)-  43 40 10.     (N)    092 48 31.     (W)     SCALED    
 OO0440* NAVD 88     -       394.993  (meters)    1295.91   (feet)  ADJUSTED  
 OO0440  ___________________________________________________________________
 OO0440  GEOID HEIGHT-         -29.41  (meters)                     GEOID03
 OO0440  DYNAMIC HT  -         394.900 (meters)    1295.60  (feet)  COMP
 OO0440  MODELED GRAV-     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
 OO0440.and adjusted by the National Geodetic Survey in June 1991..
 OO0440
 OO0440.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0396 ***********************************************************************
 OO0396  DESIGNATION -  5080 TT
 OO0396  PID         -  OO0396
 OO0396  STATE/COUNTY-  MN/MOWER
 OO0396  USGS QUAD   -  HIGH FOREST SW (1974)
 OO0396
 OO0396                         *CURRENT SURVEY CONTROL
 OO0396  ___________________________________________________________________
 OO0396* NAD 83(1986)-  43 46 22.     (N)    092 37 45.     (W)     SCALED    
 OO0396* NAVD 88     -       411.345  (meters)    1349.55   (feet)  ADJUSTED  
 OO0396  ___________________________________________________________________
 OO0396  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 OO0396  DYNAMIC HT  -         411.248 (meters)    1349.24  (feet)  COMP
 OO0396  MODELED GRAV-     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
 OO0396.and adjusted by the National Geodetic Survey in June 1991..
 OO0396
 OO0396.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0436 ***********************************************************************
 OO0436  DESIGNATION -  5080 U
 OO0436  PID         -  OO0436
 OO0436  STATE/COUNTY-  MN/MOWER
 OO0436  USGS QUAD   -  BROWNSDALE (1982)
 OO0436
 OO0436                         *CURRENT SURVEY CONTROL
 OO0436  ___________________________________________________________________
 OO0436* NAD 83(1986)-  43 40 13.     (N)    092 47 36.     (W)     SCALED    
 OO0436* NAVD 88     -       401.169  (meters)    1316.17   (feet)  ADJUSTED  
 OO0436  ___________________________________________________________________
 OO0436  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 OO0436  DYNAMIC HT  -         401.074 (meters)    1315.86  (feet)  COMP
 OO0436  MODELED GRAV-     980,371.7   (mgal)                       NAVD 88
 OO0436
 OO0436  VERT ORDER  -  SECOND    CLASS 0
 OO0436
 OO0436.The horizontal coordinates were scaled from a topographic map and have
 OO0436.an estimated accuracy of +/- 6 seconds.
 OO0436
 OO0436.The orthometric height was determined by differential leveling
 OO0436.and adjusted by the National Geodetic Survey in June 1991..
 OO0436
 OO0436.The geoid height was determined by GEOID03.
 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     -   175,200.      897,320.      MT  (+/- 180 meters Scaled)
 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: 15TWJ166352(NAD 83)
 OO0436_MARKER: DD = SURVEY DISK
 OO0436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0436_SP_SET: BRIDGE
 OO0436_STAMPING: 5080-U 1966
 OO0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0436
 OO0436  HISTORY     - Date     Condition        Report By
 OO0436  HISTORY     - 1966     MONUMENTED       MNDT
 OO0436  HISTORY     - 1970     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0394 ***********************************************************************
 OO0394  DESIGNATION -  5080 UU
 OO0394  PID         -  OO0394
 OO0394  STATE/COUNTY-  MN/MOWER
 OO0394  USGS QUAD   -  HIGH FOREST (1974)
 OO0394
 OO0394                         *CURRENT SURVEY CONTROL
 OO0394  ___________________________________________________________________
 OO0394* NAD 83(1986)-  43 46 32.     (N)    092 37 30.     (W)     SCALED    
 OO0394* NAVD 88     -       420.131  (meters)    1378.38   (feet)  ADJUSTED  
 OO0394  ___________________________________________________________________
 OO0394  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 OO0394  DYNAMIC HT  -         420.032 (meters)    1378.06  (feet)  COMP
 OO0394  MODELED GRAV-     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
 OO0394.and adjusted by the National Geodetic Survey in June 1991..
 OO0394
 OO0394.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 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 = OCTOBER  6, 2006
 OO0435 ***********************************************************************
 OO0435  DESIGNATION -  5080 V
 OO0435  PID         -  OO0435
 OO0435  STATE/COUNTY-  MN/MOWER
 OO0435  USGS QUAD   -  BROWNSDALE (1982)
 OO0435
 OO0435                         *CURRENT SURVEY CONTROL
 OO0435  ___________________________________________________________________
 OO0435* NAD 83(1986)-  43 40 13.     (N)    092 47 21.     (W)     SCALED    
 OO0435* NAVD 88     -       392.580  (meters)    1287.99   (feet)  ADJUSTED  
 OO0435  ___________________________________________________________________
 OO0435  GEOID HEIGHT-         -29.46  (meters)                     GEOID03
 OO0435  DYNAMIC HT  -         392.488 (meters)    1287.69  (feet)  COMP
 OO0435  MODELED GRAV-     980,371.3   (mgal)                       NAVD 88
 OO0435
 OO0435  VERT ORDER  -  SECOND    CLASS 0
 OO0435
 OO0435.The horizontal coordinates were scaled from a topographic map and have
 OO0435.an estimated accuracy of +/- 6 seconds.
 OO0435
 OO0435.The orthometric height was determined by differential leveling
 OO0435.and adjusted by the National Geodetic Survey in June 1991..
 OO0435
 OO0435.The geoid height was determined by GEOID03.
 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     -   175,200.      897,650.      MT  (+/- 180 meters Scaled)
 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: 15TWJ169352(NAD 83)
 OO0435_MARKER: DD = SURVEY DISK
 OO0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0435_SP_SET: CULVERT
 OO0435_STAMPING: 5080-V 1966
 OO0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0435
 OO0435  HISTORY     - Date     Condition        Report By
 OO0435  HISTORY     - 1966     MONUMENTED       MNDT
 OO0435  HISTORY     - 1970     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0392 ***********************************************************************
 OO0392  DESIGNATION -  5080 VV
 OO0392  PID         -  OO0392
 OO0392  STATE/COUNTY-  MN/MOWER
 OO0392  USGS QUAD   -  HIGH FOREST (1974)
 OO0392
 OO0392                         *CURRENT SURVEY CONTROL
 OO0392  ___________________________________________________________________
 OO0392* NAD 83(1986)-  43 46 34.     (N)    092 37 30.     (W)     SCALED    
 OO0392* NAVD 88     -       414.648  (meters)    1360.39   (feet)  ADJUSTED  
 OO0392  ___________________________________________________________________
 OO0392  GEOID HEIGHT-         -29.78  (meters)                     GEOID03
 OO0392  DYNAMIC HT  -         414.550 (meters)    1360.07  (feet)  COMP
 OO0392  MODELED GRAV-     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
 OO0392.and adjusted by the National Geodetic Survey in June 1991..
 OO0392
 OO0392.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0434 ***********************************************************************
 OO0434  DESIGNATION -  5080 W
 OO0434  PID         -  OO0434
 OO0434  STATE/COUNTY-  MN/MOWER
 OO0434  USGS QUAD   -  BROWNSDALE (1982)
 OO0434
 OO0434                         *CURRENT SURVEY CONTROL
 OO0434  ___________________________________________________________________
 OO0434* NAD 83(1986)-  43 40 13.     (N)    092 45 49.     (W)     SCALED    
 OO0434* NAVD 88     -       396.046  (meters)    1299.36   (feet)  ADJUSTED  
 OO0434  ___________________________________________________________________
 OO0434  GEOID HEIGHT-         -29.51  (meters)                     GEOID03
 OO0434  DYNAMIC HT  -         395.952 (meters)    1299.05  (feet)  COMP
 OO0434  MODELED GRAV-     980,369.9   (mgal)                       NAVD 88
 OO0434
 OO0434  VERT ORDER  -  FIRST     CLASS II
 OO0434
 OO0434.The horizontal coordinates were scaled from a topographic map and have
 OO0434.an estimated accuracy of +/- 6 seconds.
 OO0434
 OO0434.The orthometric height was determined by differential leveling
 OO0434.and adjusted by the National Geodetic Survey in June 1991..
 OO0434
 OO0434.The geoid height was determined by GEOID03.
 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     -   175,230.      899,710.      MT  (+/- 180 meters Scaled)
 OO0434
 OO0434                          SUPERSEDED SURVEY CONTROL
 OO0434
 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: 15TWJ190352(NAD 83)
 OO0434_MARKER: DD = SURVEY DISK
 OO0434_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO0434_SP_SET: HEADWALL
 OO0434_STAMPING: 5080 W 1966
 OO0434_MARK LOGO: MNHD  
 OO0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0434+STABILITY: SURFACE MOTION
 OO0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0434+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1990
 OO0434
 OO0434  HISTORY     - Date     Condition        Report By
 OO0434  HISTORY     - 1966     MONUMENTED       MNDT
 OO0434  HISTORY     - 1970     GOOD             MNDT
 OO0434  HISTORY     - 19900830 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0390 ***********************************************************************
 OO0390  DESIGNATION -  5080 WW
 OO0390  PID         -  OO0390
 OO0390  STATE/COUNTY-  MN/MOWER
 OO0390  USGS QUAD   -  HIGH FOREST (1974)
 OO0390
 OO0390                         *CURRENT SURVEY CONTROL
 OO0390  ___________________________________________________________________
 OO0390* NAD 83(1986)-  43 47 06.     (N)    092 36 48.     (W)     SCALED    
 OO0390* NAVD 88     -       414.695  (meters)    1360.55   (feet)  ADJUSTED  
 OO0390  ___________________________________________________________________
 OO0390  GEOID HEIGHT-         -29.79  (meters)                     GEOID03
 OO0390  DYNAMIC HT  -         414.598 (meters)    1360.23  (feet)  COMP
 OO0390  MODELED GRAV-     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
 OO0390.and adjusted by the National Geodetic Survey in June 1991..
 OO0390
 OO0390.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0430 ***********************************************************************
 OO0430  DESIGNATION -  5080 X
 OO0430  PID         -  OO0430
 OO0430  STATE/COUNTY-  MN/MOWER
 OO0430  USGS QUAD   -  DEXTER (1965)
 OO0430
 OO0430                         *CURRENT SURVEY CONTROL
 OO0430  ___________________________________________________________________
 OO0430* NAD 83(1986)-  43 40 29.     (N)    092 44 58.     (W)     SCALED    
 OO0430* NAVD 88     -       407.094  (meters)    1335.61   (feet)  ADJUSTED  
 OO0430  ___________________________________________________________________
 OO0430  GEOID HEIGHT-         -29.55  (meters)                     GEOID03
 OO0430  DYNAMIC HT  -         406.997 (meters)    1335.29  (feet)  COMP
 OO0430  MODELED GRAV-     980,368.6   (mgal)                       NAVD 88
 OO0430
 OO0430  VERT ORDER  -  FIRST     CLASS II
 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
 OO0430.and adjusted by the National Geodetic Survey in June 1991..
 OO0430.WARNING-Repeat measurements at this control monument indicate possible
 OO0430.vertical movement.
 OO0430
 OO0430.The geoid height was determined by GEOID03.
 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.      900,850.      MT  (+/- 180 meters Scaled)
 OO0430
 OO0430                          SUPERSEDED SURVEY CONTROL
 OO0430
 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: 15TWJ201357(NAD 83)
 OO0430_MARKER: DD = SURVEY 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_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0430+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1990
 OO0430
 OO0430  HISTORY     - Date     Condition        Report By
 OO0430  HISTORY     - 1966     MONUMENTED       MNDT
 OO0430  HISTORY     - 1970     GOOD             MNDT
 OO0430  HISTORY     - 19900830 GOOD             NGS
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0389 ***********************************************************************
 OO0389  DESIGNATION -  5080 XX
 OO0389  PID         -  OO0389
 OO0389  STATE/COUNTY-  MN/MOWER
 OO0389  USGS QUAD   -  HIGH FOREST (1974)
 OO0389
 OO0389                         *CURRENT SURVEY CONTROL
 OO0389  ___________________________________________________________________
 OO0389* NAD 83(1996)-  43 47 31.67065(N)    092 36 14.89917(W)     ADJUSTED  
 OO0389* NAVD 88     -       408.627  (meters)    1340.64   (feet)  ADJUSTED  
 OO0389  ___________________________________________________________________
 OO0389  X           -    -209,536.165 (meters)                     COMP
 OO0389  Y           -  -4,607,001.166 (meters)                     COMP
 OO0389  Z           -   4,391,710.581 (meters)                     COMP
 OO0389  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 OO0389  ELLIP HEIGHT-         378.87  (meters)          (02/05/03) GPS OBS
 OO0389  GEOID HEIGHT-         -29.80  (meters)                     GEOID03
 OO0389  DYNAMIC HT  -         408.532 (meters)    1340.33  (feet)  COMP
 OO0389  MODELED GRAV-     980,375.1   (mgal)                       NAVD 88
 OO0389
 OO0389  HORZ ORDER  -  FIRST
 OO0389  VERT ORDER  -  SECOND    CLASS 0
 OO0389  ELLP ORDER  -  THIRD     CLASS II
 OO0389
 OO0389.The horizontal coordinates were established by GPS observations
 OO0389.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0389
 OO0389.The orthometric height was determined by differential leveling
 OO0389.and adjusted by the National Geodetic Survey in June 1991..
 OO0389
 OO0389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0389
 OO0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0389
 OO0389.The ellipsoidal height was determined by GPS observations
 OO0389.and is referenced to NAD 83.
 OO0389
 OO0389.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO0389;SPC MN S     -   188,975.341   912,341.189   MT  0.99999811   +0 58 42.2
 OO0389;UTM  15      - 4,848,861.822   531,848.439   MT  0.99961248   +0 16 26.2
 OO0389
 OO0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0389!SPC MN S     -   0.99994059  x   0.99999811  =   0.99993870
 OO0389!UTM  15      -   0.99994059  x   0.99961248  =   0.99955310
 OO0389
 OO0389:                Primary Azimuth Mark                     Grid Az
 OO0389:SPC MN S     -  5080 YY 1                                037 41 17.1
 OO0389:UTM  15      -  5080 YY 1                                038 23 33.1
 OO0389
 OO0389|---------------------------------------------------------------------|
 OO0389| PID    Reference Object                     Distance      Geod. Az  |
 OO0389|                                                           dddmmss.s |
 OO0389| OO0387 5080 YY 1                           APPROX. 1.2 KM 0383959.3 |
 OO0389|---------------------------------------------------------------------|
 OO0389
 OO0389                          SUPERSEDED SURVEY CONTROL
 OO0389
 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: 15TWJ3184848862(NAD 83)
 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 = OCTOBER  6, 2006
 OO0429 ***********************************************************************
 OO0429  DESIGNATION -  5080 Y
 OO0429  PID         -  OO0429
 OO0429  STATE/COUNTY-  MN/MOWER
 OO0429  USGS QUAD   -  DEXTER (1965)
 OO0429
 OO0429                         *CURRENT SURVEY CONTROL
 OO0429  ___________________________________________________________________
 OO0429* NAD 83(1986)-  43 40 38.     (N)    092 44 41.     (W)     SCALED    
 OO0429* NAVD 88     -       400.841  (meters)    1315.09   (feet)  ADJUSTED  
 OO0429  ___________________________________________________________________
 OO0429  GEOID HEIGHT-         -29.56  (meters)                     GEOID03
 OO0429  DYNAMIC HT  -         400.745 (meters)    1314.78  (feet)  COMP
 OO0429  MODELED GRAV-     980,368.0   (mgal)                       NAVD 88
 OO0429
 OO0429  VERT ORDER  -  SECOND    CLASS 0
 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
 OO0429.and adjusted by the National Geodetic Survey in June 1991..
 OO0429
 OO0429.The geoid height was determined by GEOID03.
 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.      901,220.      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_MARKER: DD = SURVEY DISK
 OO0429_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0429_SP_SET: CULVERT
 OO0429_STAMPING: 5080-Y 1966
 OO0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0429
 OO0429  HISTORY     - Date     Condition        Report By
 OO0429  HISTORY     - 1966     MONUMENTED       MNDT
 OO0429  HISTORY     - 1970     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0388 ***********************************************************************
 OO0388  DESIGNATION -  5080 YY
 OO0388  PID         -  OO0388
 OO0388  STATE/COUNTY-  MN/MOWER
 OO0388  USGS QUAD   -  HIGH FOREST (1974)
 OO0388
 OO0388                         *CURRENT SURVEY CONTROL
 OO0388  ___________________________________________________________________
 OO0388* NAD 83(1986)-  43 47 50.     (N)    092 35 52.     (W)     SCALED    
 OO0388* NAVD 88     -       405.910  (meters)    1331.72   (feet)  ADJUSTED  
 OO0388  ___________________________________________________________________
 OO0388  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 OO0388  DYNAMIC HT  -         405.816 (meters)    1331.41  (feet)  COMP
 OO0388  MODELED GRAV-     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
 OO0388.and adjusted by the National Geodetic Survey in June 1991..
 OO0388
 OO0388.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0387 ***********************************************************************
 OO0387  DESIGNATION -  5080 YY 1
 OO0387  PID         -  OO0387
 OO0387  STATE/COUNTY-  MN/MOWER
 OO0387  USGS QUAD   -  HIGH FOREST (1974)
 OO0387
 OO0387                         *CURRENT SURVEY CONTROL
 OO0387  ___________________________________________________________________
 OO0387* NAD 83(1996)-  43 48 00.76723(N)    092 35 42.75216(W)     ADJUSTED  
 OO0387* NAVD 88     -       404.133  (meters)    1325.89   (feet)  ADJUSTED  
 OO0387  ___________________________________________________________________
 OO0387  X           -    -208,789.854 (meters)                     COMP
 OO0387  Y           -  -4,606,409.565 (meters)                     COMP
 OO0387  Z           -   4,392,355.660 (meters)                     COMP
 OO0387  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 OO0387  ELLIP HEIGHT-         374.31  (meters)          (02/05/03) GPS OBS
 OO0387  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO0387  DYNAMIC HT  -         404.040 (meters)    1325.59  (feet)  COMP
 OO0387  MODELED GRAV-     980,376.5   (mgal)                       NAVD 88
 OO0387
 OO0387  HORZ ORDER  -  FIRST
 OO0387  VERT ORDER  -  SECOND    CLASS 0
 OO0387  ELLP ORDER  -  THIRD     CLASS II
 OO0387
 OO0387.The horizontal coordinates were established by GPS observations
 OO0387.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0387
 OO0387.The orthometric height was determined by differential leveling
 OO0387.and adjusted by the National Geodetic Survey in June 1991..
 OO0387
 OO0387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0387
 OO0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0387
 OO0387.The ellipsoidal height was determined by GPS observations
 OO0387.and is referenced to NAD 83.
 OO0387
 OO0387.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OO0387;SPC MN S     -   189,885.537   913,044.365   MT  0.99999639   +0 59 04.8
 OO0387;UTM  15      - 4,849,762.957   532,562.479   MT  0.99961304   +0 16 48.6
 OO0387
 OO0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0387!SPC MN S     -   0.99994131  x   0.99999639  =   0.99993770
 OO0387!UTM  15      -   0.99994131  x   0.99961304  =   0.99955437
 OO0387
 OO0387:                Primary Azimuth Mark                     Grid Az
 OO0387:SPC MN S     -  5080 XX                                  217 41 16.8
 OO0387:UTM  15      -  5080 XX                                  218 23 33.0
 OO0387
 OO0387|---------------------------------------------------------------------|
 OO0387| PID    Reference Object                     Distance      Geod. Az  |
 OO0387|                                                           dddmmss.s |
 OO0387| OO0389 5080 XX                             APPROX. 1.2 KM 2184021.6 |
 OO0387|---------------------------------------------------------------------|
 OO0387
 OO0387                          SUPERSEDED SURVEY CONTROL
 OO0387
 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: 15TWJ3256249763(NAD 83)
 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 = OCTOBER  6, 2006
 OO0428 ***********************************************************************
 OO0428  DESIGNATION -  5080 Z
 OO0428  PID         -  OO0428
 OO0428  STATE/COUNTY-  MN/MOWER
 OO0428  USGS QUAD   -  DEXTER (1965)
 OO0428
 OO0428                         *CURRENT SURVEY CONTROL
 OO0428  ___________________________________________________________________
 OO0428* NAD 83(1986)-  43 41 12.     (N)    092 44 00.     (W)     SCALED    
 OO0428* NAVD 88     -       406.233  (meters)    1332.78   (feet)  ADJUSTED  
 OO0428  ___________________________________________________________________
 OO0428  GEOID HEIGHT-         -29.58  (meters)                     GEOID03
 OO0428  DYNAMIC HT  -         406.135 (meters)    1332.46  (feet)  COMP
 OO0428  MODELED GRAV-     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
 OO0428.and adjusted by the National Geodetic Survey in June 1991..
 OO0428
 OO0428.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 OO0386 ***********************************************************************
 OO0386  DESIGNATION -  5080 ZZ
 OO0386  PID         -  OO0386
 OO0386  STATE/COUNTY-  MN/MOWER
 OO0386  USGS QUAD   -  HIGH FOREST (1974)
 OO0386
 OO0386                         *CURRENT SURVEY CONTROL
 OO0386  ___________________________________________________________________
 OO0386* NAD 83(1986)-  43 48 03.     (N)    092 35 38.     (W)     SCALED    
 OO0386* NAVD 88     -       405.800  (meters)    1331.36   (feet)  ADJUSTED  
 OO0386  ___________________________________________________________________
 OO0386  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO0386  DYNAMIC HT  -         405.706 (meters)    1331.05  (feet)  COMP
 OO0386  MODELED GRAV-     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
 OO0386.and adjusted by the National Geodetic Survey in June 1991..
 OO0386
 OO0386.The geoid height was determined by GEOID03.
 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_MARKER: DD = SURVEY DISK
 OO0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 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 = OCTOBER  6, 2006
 QO0978 ***********************************************************************
 QO0978  DESIGNATION -  51 ES
 QO0978  PID         -  QO0978
 QO0978  STATE/COUNTY-  MN/WRIGHT
 QO0978  USGS QUAD   -  BUFFALO EAST (1981)
 QO0978
 QO0978                         *CURRENT SURVEY CONTROL
 QO0978  ___________________________________________________________________
 QO0978* NAD 83(1986)-  45 10 28.     (N)    093 52 29.     (W)     SCALED    
 QO0978* NAVD 88     -       294.824  (meters)     967.27   (feet)  ADJUSTED  
 QO0978  ___________________________________________________________________
 QO0978  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 QO0978  DYNAMIC HT  -         294.800 (meters)     967.19  (feet)  COMP
 QO0978  MODELED GRAV-     980,528.1   (mgal)                       NAVD 88
 QO0978
 QO0978  VERT ORDER  -  SECOND    CLASS 0
 QO0978
 QO0978.The horizontal coordinates were scaled from a topographic map and have
 QO0978.an estimated accuracy of +/- 6 seconds.
 QO0978
 QO0978.The orthometric height was determined by differential leveling
 QO0978.and adjusted by the National Geodetic Survey in June 1991..
 QO0978
 QO0978.The geoid height was determined by GEOID03.
 QO0978
 QO0978.The dynamic height is computed by dividing the NAVD 88
 QO0978.geopotential number by the normal gravity value computed on the
 QO0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0978.degrees latitude (g = 980.6199 gals.).
 QO0978
 QO0978.The modeled gravity was interpolated from observed gravity values.
 QO0978
 QO0978;                    North         East    Units  Estimated Accuracy
 QO0978;SPC MN S     -   341,620.      809,850.      MT  (+/- 180 meters Scaled)
 QO0978
 QO0978                          SUPERSEDED SURVEY CONTROL
 QO0978
 QO0978  NGVD 29 (??/??/92)  294.722  (m)          966.93   (f) ADJ UNCH    2 0
 QO0978
 QO0978.Superseded values are not recommended for survey control.
 QO0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0978.See file dsdata.txt to determine how the superseded data were derived.
 QO0978
 QO0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL312027(NAD 83)
 QO0978_MARKER: DB = BENCH MARK DISK
 QO0978_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO0978+WITH SETTING: PAVEMENT
 QO0978_SP_SET: STEPS OF SCHOOL HOUSE
 QO0978_STAMPING: 51 ES 1955
 QO0978_MARK LOGO: USGS  
 QO0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0978+STABILITY: SURFACE MOTION
 QO0978
 QO0978  HISTORY     - Date     Condition        Report By
 QO0978  HISTORY     - 1955     MONUMENTED       USGS
 QO0978  HISTORY     - 1967     GOOD             MNDT
 QO0978  HISTORY     - 1976     GOOD             MNDT
 QO0978  HISTORY     - 1979     GOOD             MNDT
 QO0978
 QO0978                          STATION DESCRIPTION
 QO0978
 QO0978'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0978'IN BUFFALO.
 QO0978'AT THE HIGH SCHOOL IN BUFFALO.  MARK IS A STANDARD U.S.G.S. DISK,
 QO0978'STAMPED 51 ES 1959 SET IN THE TOP OF THE SOUTH END OF THE 7TH STEP
 QO0978'FROM THE BOTTOM OF CONCRETE STEPS TO THE SOUTHWEST ENTRANCE OF BUFFALO
 QO0978'HIGH SCHOOL AND IN THE STEP AT THE WEST END OF SOUTH IRON GUARD RAIL.
 QO0978'MARK IS LOCATED IN THE NE 1/4, SECTION 30. T120N, R25W.
 QO0978
 QO0978                          STATION RECOVERY (1976)
 QO0978
 QO0978'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 QO0978'RECOVERED IN GOOD CONDITION.
 QO0978
 QO0978                          STATION RECOVERY (1979)
 QO0978
 QO0978'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 QO0978'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO0978'LOCATED ABOUT 1 CITY BLOCK EAST OF TRUNK HIGHWAY 25 ALONG 1ST AVENUE
 QO0978'NW IN THE TOP OF THE SOUTH END OF THE 7TH STEP FROM THE BOTTOM AT THE
 QO0978'SOUTHWEST ENTRANCE TO THE BUFFALO JUNIOR HIGH SCHOOL.  THE MARK IS
 QO0978'36.5 FEET NORTH OF 1ST AVENUE NW.  THE MARK, A STANDARD USGS BENCH
 QO0978'MARK DISK STAMPED---51 ES 1955---, IS SET IN THE CONCRETE STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6561 ***********************************************************************
 DF6561  DESIGNATION -  51 GJS
 DF6561  PID         -  DF6561
 DF6561  STATE/COUNTY-  MN/NICOLLET
 DF6561  USGS QUAD   -  COURTLAND (1964)
 DF6561
 DF6561                         *CURRENT SURVEY CONTROL
 DF6561  ___________________________________________________________________
 DF6561* NAD 83(1996)-  44 18 42.75782(N)    094 21 07.44099(W)     ADJUSTED  
 DF6561* NAVD 88     -       303.6    (meters)     996.     (feet)  GPS OBS   
 DF6561  ___________________________________________________________________
 DF6561  X           -    -346,910.213 (meters)                     COMP
 DF6561  Y           -  -4,558,351.267 (meters)                     COMP
 DF6561  Z           -   4,433,146.700 (meters)                     COMP
 DF6561  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DF6561  ELLIP HEIGHT-         275.56  (meters)          (07/31/03) GPS OBS
 DF6561  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DF6561
 DF6561  HORZ ORDER  -  FIRST
 DF6561  ELLP ORDER  -  THIRD     CLASS II
 DF6561
 DF6561.The horizontal coordinates were established by GPS observations
 DF6561.and adjusted by the MN DEPT OF TRANSP in July 2003..
 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 DEFLEC99 derived deflections.
 DF6561
 DF6561.The ellipsoidal height was determined by GPS observations
 DF6561.and is referenced to NAD 83.
 DF6561
 DF6561.The geoid height was determined by GEOID03.
 DF6561
 DF6561;                    North         East     Units Scale Factor Converg.
 DF6561;SPC MN S     -   245,824.800   771,912.512   MT  0.99992749   -0 14 48.4
 DF6561;UTM  15      - 4,907,402.171   392,168.422   MT  0.99974300   -0 56 40.5
 DF6561
 DF6561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6561!SPC MN S     -   0.99995679  x   0.99992749  =   0.99988429
 DF6561!UTM  15      -   0.99995679  x   0.99974300  =   0.99969981
 DF6561
 DF6561                          SUPERSEDED SURVEY CONTROL
 DF6561
 DF6561.No superseded survey control is available for this station.
 DF6561
 DF6561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9216807402(NAD 83)
 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 = OCTOBER  6, 2006
 PP2144 ***********************************************************************
 PP2144  DESIGNATION -  51 RDS
 PP2144  PID         -  PP2144
 PP2144  STATE/COUNTY-  MN/SCOTT
 PP2144  USGS QUAD   -  SHAKOPEE (1993)
 PP2144
 PP2144                         *CURRENT SURVEY CONTROL
 PP2144  ___________________________________________________________________
 PP2144* NAD 83(1986)-  44 48 04.     (N)    093 30 03.     (W)     SCALED    
 PP2144* NAVD 88     -       223.862  (meters)     734.45   (feet)  ADJUSTED  
 PP2144  ___________________________________________________________________
 PP2144  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 PP2144  DYNAMIC HT  -         223.857 (meters)     734.44  (feet)  COMP
 PP2144  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 PP2144
 PP2144  VERT ORDER  -  SECOND    CLASS I
 PP2144
 PP2144.The horizontal coordinates were scaled from a topographic map and have
 PP2144.an estimated accuracy of +/- 6 seconds.
 PP2144
 PP2144.The orthometric height was determined by differential leveling
 PP2144.and adjusted by the National Geodetic Survey in June 1991..
 PP2144
 PP2144.The geoid height was determined by GEOID03.
 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     -   300,250.      839,490.      MT  (+/- 180 meters Scaled)
 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: 15TVK603609(NAD 83)
 PP2144_MARKER: DB = BENCH MARK DISK
 PP2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2144_STAMPING: 51 RDS 1950
 PP2144_MARK LOGO: USGS  
 PP2144_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2144+STABILITY: SURFACE MOTION
 PP2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2144+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2002
 PP2144
 PP2144  HISTORY     - Date     Condition        Report By
 PP2144  HISTORY     - 1950     MONUMENTED       USGS
 PP2144  HISTORY     - 1980     GOOD             MNDT
 PP2144  HISTORY     - 20020507 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1389 ***********************************************************************
 OP1389  DESIGNATION -  5102 A
 OP1389  PID         -  OP1389
 OP1389  STATE/COUNTY-  MN/MURRAY
 OP1389  USGS QUAD   -  CHANDLER (1967)
 OP1389
 OP1389                         *CURRENT SURVEY CONTROL
 OP1389  ___________________________________________________________________
 OP1389* NAD 83(1996)-  43 59 35.96431(N)    095 56 48.37964(W)     ADJUSTED  
 OP1389* NAVD 88     -       507.766  (meters)    1665.90   (feet)  ADJUSTED  
 OP1389  ___________________________________________________________________
 OP1389  X           -    -476,201.336 (meters)                     COMP
 OP1389  Y           -  -4,571,603.237 (meters)                     COMP
 OP1389  Z           -   4,407,892.413 (meters)                     COMP
 OP1389  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 OP1389  ELLIP HEIGHT-         481.55  (meters)          (11/13/02) GPS OBS
 OP1389  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 OP1389  DYNAMIC HT  -         507.657 (meters)    1665.54  (feet)  COMP
 OP1389  MODELED GRAV-     980,387.1   (mgal)                       NAVD 88
 OP1389
 OP1389  HORZ ORDER  -  FIRST
 OP1389  VERT ORDER  -  SECOND    CLASS I
 OP1389  ELLP ORDER  -  THIRD     CLASS I
 OP1389
 OP1389.The horizontal coordinates were established by GPS observations
 OP1389.and adjusted by the MN DEPT OF TRANSP in November 2002..
 OP1389
 OP1389.The orthometric height was determined by differential leveling
 OP1389.and adjusted by the National Geodetic Survey in June 1995..
 OP1389
 OP1389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1389
 OP1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP1389
 OP1389.The ellipsoidal height was determined by GPS observations
 OP1389.and is referenced to NAD 83.
 OP1389
 OP1389.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1389;SPC MN S     -   212,229.592   643,860.143   MT  0.99996112   -1 21 52.4
 OP1389;UTM  15      - 4,875,353.551   263,714.867   MT  1.00028673   -2 02 51.7
 OP1389;UTM  14      - 4,875,664.286   744,821.510   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  =   1.00021120
 OP1389!UTM  14      -   0.99992450  x   1.00033725  =   1.00026172
 OP1389
 OP1389                          SUPERSEDED SURVEY CONTROL
 OP1389
 OP1389  NAD 83(1996)-  43 59 35.96414(N)    095 56 48.37887(W) AD(       ) 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: 15TTJ6371575354(NAD 83)
 OP1389_MARKER: DB = BENCH MARK 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: RECESSED 5 CENTIMETERS
 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 - June 22, 2004
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1387 ***********************************************************************
 OP1387  DESIGNATION -  5102 B
 OP1387  PID         -  OP1387
 OP1387  STATE/COUNTY-  MN/MURRAY
 OP1387  USGS QUAD   -  CHANDLER (1967)
 OP1387
 OP1387                         *CURRENT SURVEY CONTROL
 OP1387  ___________________________________________________________________
 OP1387* NAD 83(1986)-  43 59 35.     (N)    095 54 48.     (W)     SCALED    
 OP1387* NAVD 88     -       497.271  (meters)    1631.46   (feet)  ADJUSTED  
 OP1387  ___________________________________________________________________
 OP1387  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 OP1387  DYNAMIC HT  -         497.163 (meters)    1631.11  (feet)  COMP
 OP1387  MODELED GRAV-     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
 OP1387.and adjusted by the National Geodetic Survey in June 1995..
 OP1387
 OP1387.The geoid height was determined by GEOID03.
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1386 ***********************************************************************
 OP1386  DESIGNATION -  5102 C
 OP1386  PID         -  OP1386
 OP1386  STATE/COUNTY-  MN/MURRAY
 OP1386  USGS QUAD   -  CHANDLER (1967)
 OP1386
 OP1386                         *CURRENT SURVEY CONTROL
 OP1386  ___________________________________________________________________
 OP1386* NAD 83(1986)-  43 59 36.     (N)    095 53 54.     (W)     SCALED    
 OP1386* NAVD 88     -       495.914  (meters)    1627.01   (feet)  ADJUSTED  
 OP1386  ___________________________________________________________________
 OP1386  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OP1386  DYNAMIC HT  -         495.806 (meters)    1626.66  (feet)  COMP
 OP1386  MODELED GRAV-     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
 OP1386.and adjusted by the National Geodetic Survey in June 1995..
 OP1386
 OP1386.The geoid height was determined by GEOID03.
 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     -   212,140.      647,740.      MT  (+/- 180 meters Scaled)
 OP1386
 OP1386                          SUPERSEDED SURVEY CONTROL
 OP1386
 OP1386.No superseded survey control is available for this station.
 OP1386
 OP1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ675752(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1386
 OP1386  HISTORY     - Date     Condition        Report By
 OP1386  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1385 ***********************************************************************
 OP1385  DESIGNATION -  5102 D
 OP1385  PID         -  OP1385
 OP1385  STATE/COUNTY-  MN/MURRAY
 OP1385  USGS QUAD   -  CHANDLER (1967)
 OP1385
 OP1385                         *CURRENT SURVEY CONTROL
 OP1385  ___________________________________________________________________
 OP1385* NAD 83(1986)-  43 59 38.     (N)    095 53 01.     (W)     SCALED    
 OP1385* NAVD 88     -       501.477  (meters)    1645.26   (feet)  ADJUSTED  
 OP1385  ___________________________________________________________________
 OP1385  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OP1385  DYNAMIC HT  -         501.367 (meters)    1644.90  (feet)  COMP
 OP1385  MODELED GRAV-     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
 OP1385.and adjusted by the National Geodetic Survey in June 1995..
 OP1385
 OP1385.The geoid height was determined by GEOID03.
 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     -   212,170.      648,930.      MT  (+/- 180 meters Scaled)
 OP1385
 OP1385                          SUPERSEDED SURVEY CONTROL
 OP1385
 OP1385.No superseded survey control is available for this station.
 OP1385
 OP1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ687752(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1385
 OP1385  HISTORY     - Date     Condition        Report By
 OP1385  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1384 ***********************************************************************
 OP1384  DESIGNATION -  5102 E
 OP1384  PID         -  OP1384
 OP1384  STATE/COUNTY-  MN/MURRAY
 OP1384  USGS QUAD   -  SLAYTON (1967)
 OP1384
 OP1384                         *CURRENT SURVEY CONTROL
 OP1384  ___________________________________________________________________
 OP1384* NAD 83(1986)-  43 59 36.     (N)    095 52 06.     (W)     SCALED    
 OP1384* NAVD 88     -       527.920  (meters)    1732.02   (feet)  ADJUSTED  
 OP1384  ___________________________________________________________________
 OP1384  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 OP1384  DYNAMIC HT  -         527.804 (meters)    1731.64  (feet)  COMP
 OP1384  MODELED GRAV-     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
 OP1384.and adjusted by the National Geodetic Survey in June 1995..
 OP1384
 OP1384.The geoid height was determined by GEOID03.
 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     -   212,080.      650,150.      MT  (+/- 180 meters Scaled)
 OP1384
 OP1384                          SUPERSEDED SURVEY CONTROL
 OP1384
 OP1384.No superseded survey control is available for this station.
 OP1384
 OP1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ700751(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1384
 OP1384  HISTORY     - Date     Condition        Report By
 OP1384  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1383 ***********************************************************************
 OP1383  DESIGNATION -  5102 F
 OP1383  PID         -  OP1383
 OP1383  STATE/COUNTY-  MN/MURRAY
 OP1383  USGS QUAD   -  SLAYTON (1967)
 OP1383
 OP1383                         *CURRENT SURVEY CONTROL
 OP1383  ___________________________________________________________________
 OP1383* NAD 83(1986)-  43 59 36.     (N)    095 50 46.     (W)     SCALED    
 OP1383* NAVD 88     -       508.841  (meters)    1669.42   (feet)  ADJUSTED  
 OP1383  ___________________________________________________________________
 OP1383  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OP1383  DYNAMIC HT  -         508.727 (meters)    1669.05  (feet)  COMP
 OP1383  MODELED GRAV-     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
 OP1383.and adjusted by the National Geodetic Survey in June 1995..
 OP1383
 OP1383.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1382 ***********************************************************************
 OP1382  DESIGNATION -  5102 G
 OP1382  PID         -  OP1382
 OP1382  STATE/COUNTY-  MN/MURRAY
 OP1382  USGS QUAD   -  SLAYTON (1967)
 OP1382
 OP1382                         *CURRENT SURVEY CONTROL
 OP1382  ___________________________________________________________________
 OP1382* NAD 83(1986)-  43 59 36.     (N)    095 50 01.     (W)     SCALED    
 OP1382* NAVD 88     -       505.068  (meters)    1657.04   (feet)  ADJUSTED  
 OP1382  ___________________________________________________________________
 OP1382  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 OP1382  DYNAMIC HT  -         504.955 (meters)    1656.67  (feet)  COMP
 OP1382  MODELED GRAV-     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
 OP1382.and adjusted by the National Geodetic Survey in June 1995..
 OP1382
 OP1382.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1381 ***********************************************************************
 OP1381  DESIGNATION -  5102 H
 OP1381  PID         -  OP1381
 OP1381  STATE/COUNTY-  MN/MURRAY
 OP1381  USGS QUAD   -  SLAYTON (1967)
 OP1381
 OP1381                         *CURRENT SURVEY CONTROL
 OP1381  ___________________________________________________________________
 OP1381* NAD 83(1986)-  43 59 36.     (N)    095 49 07.     (W)     SCALED    
 OP1381* NAVD 88     -       504.351  (meters)    1654.69   (feet)  ADJUSTED  
 OP1381  ___________________________________________________________________
 OP1381  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OP1381  DYNAMIC HT  -         504.238 (meters)    1654.32  (feet)  COMP
 OP1381  MODELED GRAV-     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
 OP1381.and adjusted by the National Geodetic Survey in June 1995..
 OP1381
 OP1381.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1380 ***********************************************************************
 OP1380  DESIGNATION -  5102 J
 OP1380  PID         -  OP1380
 OP1380  STATE/COUNTY-  MN/MURRAY
 OP1380  USGS QUAD   -  SLAYTON (1967)
 OP1380
 OP1380                         *CURRENT SURVEY CONTROL
 OP1380  ___________________________________________________________________
 OP1380* NAD 83(1986)-  43 59 40.     (N)    095 48 10.     (W)     SCALED    
 OP1380* NAVD 88     -       490.094  (meters)    1607.92   (feet)  ADJUSTED  
 OP1380  ___________________________________________________________________
 OP1380  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OP1380  DYNAMIC HT  -         489.984 (meters)    1607.56  (feet)  COMP
 OP1380  MODELED GRAV-     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
 OP1380.and adjusted by the National Geodetic Survey in June 1995..
 OP1380
 OP1380.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1379 ***********************************************************************
 OP1379  DESIGNATION -  5102 K
 OP1379  PID         -  OP1379
 OP1379  STATE/COUNTY-  MN/MURRAY
 OP1379  USGS QUAD   -  SLAYTON (1967)
 OP1379
 OP1379                         *CURRENT SURVEY CONTROL
 OP1379  ___________________________________________________________________
 OP1379* NAD 83(1986)-  43 59 36.     (N)    095 47 21.     (W)     SCALED    
 OP1379* NAVD 88     -       490.308  (meters)    1608.62   (feet)  ADJUSTED  
 OP1379  ___________________________________________________________________
 OP1379  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OP1379  DYNAMIC HT  -         490.198 (meters)    1608.26  (feet)  COMP
 OP1379  MODELED GRAV-     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
 OP1379.and adjusted by the National Geodetic Survey in June 1995..
 OP1379
 OP1379.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1378 ***********************************************************************
 OP1378  DESIGNATION -  5102 L
 OP1378  PID         -  OP1378
 OP1378  STATE/COUNTY-  MN/MURRAY
 OP1378  USGS QUAD   -  SLAYTON (1967)
 OP1378
 OP1378                         *CURRENT SURVEY CONTROL
 OP1378  ___________________________________________________________________
 OP1378* NAD 83(1986)-  43 59 36.     (N)    095 46 18.     (W)     SCALED    
 OP1378* NAVD 88     -       491.544  (meters)    1612.67   (feet)  ADJUSTED  
 OP1378  ___________________________________________________________________
 OP1378  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 OP1378  DYNAMIC HT  -         491.434 (meters)    1612.31  (feet)  COMP
 OP1378  MODELED GRAV-     980,379.7   (mgal)                       NAVD 88
 OP1378
 OP1378  VERT ORDER  -  SECOND    CLASS I
 OP1378
 OP1378.The horizontal coordinates were scaled from a topographic map and have
 OP1378.an estimated accuracy of +/- 6 seconds.
 OP1378
 OP1378.The orthometric height was determined by differential leveling
 OP1378.and adjusted by the National Geodetic Survey in June 1995..
 OP1378
 OP1378.The geoid height was determined by GEOID03.
 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     -   211,910.      657,900.      MT  (+/- 180 meters Scaled)
 OP1378
 OP1378                          SUPERSEDED SURVEY CONTROL
 OP1378
 OP1378.No superseded survey control is available for this station.
 OP1378
 OP1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ777748(NAD 83)
 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
 OP1378  HISTORY     - Date     Condition        Report By
 OP1378  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1377 ***********************************************************************
 OP1377  DESIGNATION -  5102 M
 OP1377  PID         -  OP1377
 OP1377  STATE/COUNTY-  MN/MURRAY
 OP1377  USGS QUAD   -  SLAYTON (1967)
 OP1377
 OP1377                         *CURRENT SURVEY CONTROL
 OP1377  ___________________________________________________________________
 OP1377* NAD 83(1986)-  43 59 27.     (N)    095 45 21.     (W)     SCALED    
 OP1377* NAVD 88     -       490.152  (meters)    1608.11   (feet)  ADJUSTED  
 OP1377  ___________________________________________________________________
 OP1377  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 OP1377  DYNAMIC HT  -         490.042 (meters)    1607.75  (feet)  COMP
 OP1377  MODELED GRAV-     980,379.9   (mgal)                       NAVD 88
 OP1377
 OP1377  VERT ORDER  -  SECOND    CLASS I
 OP1377
 OP1377.The horizontal coordinates were scaled from a topographic map and have
 OP1377.an estimated accuracy of +/- 6 seconds.
 OP1377
 OP1377.The orthometric height was determined by differential leveling
 OP1377.and adjusted by the National Geodetic Survey in June 1995..
 OP1377
 OP1377.The geoid height was determined by GEOID03.
 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     -   211,610.      659,170.      MT  (+/- 180 meters Scaled)
 OP1377
 OP1377                          SUPERSEDED SURVEY CONTROL
 OP1377
 OP1377.No superseded survey control is available for this station.
 OP1377
 OP1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ790745(NAD 83)
 OP1377_MARKER: DV = VERTICAL CONTROL DISK
 OP1377_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OP1377_SP_SET: WATER TANK FOOTING
 OP1377_STAMPING: 5102 M 1987
 OP1377_MARK LOGO: MNDT  
 OP1377_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP1377+STABILITY: POSITION/ELEVATION WELL
 OP1377
 OP1377  HISTORY     - Date     Condition        Report By
 OP1377  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1376 ***********************************************************************
 OP1376  DESIGNATION -  5105 D
 OP1376  PID         -  OP1376
 OP1376  STATE/COUNTY-  MN/MURRAY
 OP1376  USGS QUAD   -  SLAYTON (1967)
 OP1376
 OP1376                         *CURRENT SURVEY CONTROL
 OP1376  ___________________________________________________________________
 OP1376* NAD 83(1986)-  43 59 47.     (N)    095 45 14.     (W)     SCALED    
 OP1376* NAVD 88     -       479.744  (meters)    1573.96   (feet)  ADJUSTED  
 OP1376  ___________________________________________________________________
 OP1376  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 OP1376  DYNAMIC HT  -         479.637 (meters)    1573.61  (feet)  COMP
 OP1376  MODELED GRAV-     980,380.3   (mgal)                       NAVD 88
 OP1376
 OP1376  VERT ORDER  -  SECOND    CLASS I
 OP1376
 OP1376.The horizontal coordinates were scaled from a topographic map and have
 OP1376.an estimated accuracy of +/- 6 seconds.
 OP1376
 OP1376.The orthometric height was determined by differential leveling
 OP1376.and adjusted by the National Geodetic Survey in June 1995..
 OP1376
 OP1376.The geoid height was determined by GEOID03.
 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     -   212,220.      659,340.      MT  (+/- 180 meters Scaled)
 OP1376
 OP1376                          SUPERSEDED SURVEY CONTROL
 OP1376
 OP1376.No superseded survey control is available for this station.
 OP1376
 OP1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ791751(NAD 83)
 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
 OP1376  HISTORY     - Date     Condition        Report By
 OP1376  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1375 ***********************************************************************
 PQ1375  DESIGNATION -  5105 E
 PQ1375  PID         -  PQ1375
 PQ1375  STATE/COUNTY-  MN/MURRAY
 PQ1375  USGS QUAD   -  HADLEY (1967)
 PQ1375
 PQ1375                         *CURRENT SURVEY CONTROL
 PQ1375  ___________________________________________________________________
 PQ1375* NAD 83(1986)-  44 00 29.     (N)    095 45 16.     (W)     SCALED    
 PQ1375* NAVD 88     -       473.402  (meters)    1553.15   (feet)  ADJUSTED  
 PQ1375  ___________________________________________________________________
 PQ1375  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 PQ1375  DYNAMIC HT  -         473.297 (meters)    1552.81  (feet)  COMP
 PQ1375  MODELED GRAV-     980,381.2   (mgal)                       NAVD 88
 PQ1375
 PQ1375  VERT ORDER  -  SECOND    CLASS I
 PQ1375
 PQ1375.The horizontal coordinates were scaled from a topographic map and have
 PQ1375.an estimated accuracy of +/- 6 seconds.
 PQ1375
 PQ1375.The orthometric height was determined by differential leveling
 PQ1375.and adjusted by the National Geodetic Survey in June 1995..
 PQ1375
 PQ1375.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ1375;SPC MN S     -   213,520.      659,320.      MT  (+/- 180 meters Scaled)
 PQ1375
 PQ1375                          SUPERSEDED SURVEY CONTROL
 PQ1375
 PQ1375.No superseded survey control is available for this station.
 PQ1375
 PQ1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ791764(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1375
 PQ1375  HISTORY     - Date     Condition        Report By
 PQ1375  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1373 ***********************************************************************
 PQ1373  DESIGNATION -  5105 F
 PQ1373  PID         -  PQ1373
 PQ1373  STATE/COUNTY-  MN/MURRAY
 PQ1373  USGS QUAD   -  HADLEY (1967)
 PQ1373
 PQ1373                         *CURRENT SURVEY CONTROL
 PQ1373  ___________________________________________________________________
 PQ1373* NAD 83(1986)-  44 01 34.     (N)    095 45 14.     (W)     SCALED    
 PQ1373* NAVD 88     -       483.129  (meters)    1585.07   (feet)  ADJUSTED  
 PQ1373  ___________________________________________________________________
 PQ1373  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 PQ1373  DYNAMIC HT  -         483.022 (meters)    1584.71  (feet)  COMP
 PQ1373  MODELED GRAV-     980,382.8   (mgal)                       NAVD 88
 PQ1373
 PQ1373  VERT ORDER  -  SECOND    CLASS I
 PQ1373
 PQ1373.The horizontal coordinates were scaled from a topographic map and have
 PQ1373.an estimated accuracy of +/- 6 seconds.
 PQ1373
 PQ1373.The orthometric height was determined by differential leveling
 PQ1373.and adjusted by the National Geodetic Survey in June 1995..
 PQ1373
 PQ1373.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ1373;SPC MN S     -   215,520.      659,410.      MT  (+/- 180 meters Scaled)
 PQ1373
 PQ1373                          SUPERSEDED SURVEY CONTROL
 PQ1373
 PQ1373.No superseded survey control is available for this station.
 PQ1373
 PQ1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ793784(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1373
 PQ1373  HISTORY     - Date     Condition        Report By
 PQ1373  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1372 ***********************************************************************
 PQ1372  DESIGNATION -  5105 G
 PQ1372  PID         -  PQ1372
 PQ1372  STATE/COUNTY-  MN/MURRAY
 PQ1372  USGS QUAD   -  HADLEY (1967)
 PQ1372
 PQ1372                         *CURRENT SURVEY CONTROL
 PQ1372  ___________________________________________________________________
 PQ1372* NAD 83(1986)-  44 02 12.     (N)    095 45 14.     (W)     SCALED    
 PQ1372* NAVD 88     -       483.341  (meters)    1585.76   (feet)  ADJUSTED  
 PQ1372  ___________________________________________________________________
 PQ1372  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 PQ1372  DYNAMIC HT  -         483.235 (meters)    1585.41  (feet)  COMP
 PQ1372  MODELED GRAV-     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
 PQ1372.and adjusted by the National Geodetic Survey in June 1995..
 PQ1372
 PQ1372.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1371 ***********************************************************************
 PQ1371  DESIGNATION -  5105 H
 PQ1371  PID         -  PQ1371
 PQ1371  STATE/COUNTY-  MN/MURRAY
 PQ1371  USGS QUAD   -  HADLEY (1967)
 PQ1371
 PQ1371                         *CURRENT SURVEY CONTROL
 PQ1371  ___________________________________________________________________
 PQ1371* NAD 83(1986)-  44 03 06.     (N)    095 45 10.     (W)     SCALED    
 PQ1371* NAVD 88     -       485.918  (meters)    1594.22   (feet)  ADJUSTED  
 PQ1371  ___________________________________________________________________
 PQ1371  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 PQ1371  DYNAMIC HT  -         485.812 (meters)    1593.87  (feet)  COMP
 PQ1371  MODELED GRAV-     980,385.4   (mgal)                       NAVD 88
 PQ1371
 PQ1371  VERT ORDER  -  SECOND    CLASS I
 PQ1371
 PQ1371.The horizontal coordinates were scaled from a topographic map and have
 PQ1371.an estimated accuracy of +/- 6 seconds.
 PQ1371
 PQ1371.The orthometric height was determined by differential leveling
 PQ1371.and adjusted by the National Geodetic Survey in June 1995..
 PQ1371
 PQ1371.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ1371;SPC MN S     -   218,360.      659,560.      MT  (+/- 180 meters Scaled)
 PQ1371
 PQ1371                          SUPERSEDED SURVEY CONTROL
 PQ1371
 PQ1371.No superseded survey control is available for this station.
 PQ1371
 PQ1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ794812(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1371
 PQ1371  HISTORY     - Date     Condition        Report By
 PQ1371  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1369 ***********************************************************************
 PQ1369  DESIGNATION -  5105 J
 PQ1369  PID         -  PQ1369
 PQ1369  STATE/COUNTY-  MN/MURRAY
 PQ1369  USGS QUAD   -  CURRIE (1980)
 PQ1369
 PQ1369                         *CURRENT SURVEY CONTROL
 PQ1369  ___________________________________________________________________
 PQ1369* NAD 83(1996)-  44 04 26.33916(N)    095 44 35.17405(W)     ADJUSTED  
 PQ1369* NAVD 88     -       483.015  (meters)    1584.69   (feet)  ADJUSTED  
 PQ1369  ___________________________________________________________________
 PQ1369  X           -    -459,322.541 (meters)                     COMP
 PQ1369  Y           -  -4,567,050.430 (meters)                     COMP
 PQ1369  Z           -   4,414,318.765 (meters)                     COMP
 PQ1369  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 PQ1369  ELLIP HEIGHT-         456.48  (meters)          (10/22/03) GPS OBS
 PQ1369  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 PQ1369  DYNAMIC HT  -         482.911 (meters)    1584.35  (feet)  COMP
 PQ1369  MODELED GRAV-     980,388.5   (mgal)                       NAVD 88
 PQ1369
 PQ1369  HORZ ORDER  -  FIRST
 PQ1369  VERT ORDER  -  SECOND    CLASS I
 PQ1369  ELLP ORDER  -  THIRD     CLASS I
 PQ1369
 PQ1369.The horizontal coordinates were established by GPS observations
 PQ1369.and adjusted by the MN DEPT OF TRANSP in October 2003..
 PQ1369
 PQ1369.The orthometric height was determined by differential leveling
 PQ1369.and adjusted by the National Geodetic Survey in June 1995..
 PQ1369
 PQ1369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1369
 PQ1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1369
 PQ1369.The ellipsoidal height was determined by GPS observations
 PQ1369.and is referenced to NAD 83.
 PQ1369
 PQ1369.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1369;SPC MN S     -   220,820.797   660,383.719   MT  0.99994971   -1 13 18.4
 PQ1369;UTM  15      - 4,883,748.948   280,344.717   MT  1.00019344   -1 54 31.8
 PQ1369
 PQ1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1369!SPC MN S     -   0.99992843  x   0.99994971  =   0.99987814
 PQ1369!UTM  15      -   0.99992843  x   1.00019344  =   1.00012185
 PQ1369
 PQ1369                          SUPERSEDED SURVEY CONTROL
 PQ1369
 PQ1369  NAVD 88 (10/22/03)  483.01   (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: 15TTJ8034583749(NAD 83)
 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_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 - March 11, 2003
 PQ1369
 PQ1369  HISTORY     - Date     Condition        Report By
 PQ1369  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1369  HISTORY     - 20030311 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1368 ***********************************************************************
 PQ1368  DESIGNATION -  5105 K
 PQ1368  PID         -  PQ1368
 PQ1368  STATE/COUNTY-  MN/MURRAY
 PQ1368  USGS QUAD   -  CURRIE (1980)
 PQ1368
 PQ1368                         *CURRENT SURVEY CONTROL
 PQ1368  ___________________________________________________________________
 PQ1368* NAD 83(1986)-  44 05 14.     (N)    095 44 38.     (W)     SCALED    
 PQ1368* NAVD 88     -       468.898  (meters)    1538.38   (feet)  ADJUSTED  
 PQ1368  ___________________________________________________________________
 PQ1368  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 PQ1368  DYNAMIC HT  -         468.798 (meters)    1538.05  (feet)  COMP
 PQ1368  MODELED GRAV-     980,390.1   (mgal)                       NAVD 88
 PQ1368
 PQ1368  VERT ORDER  -  SECOND    CLASS I
 PQ1368
 PQ1368.The horizontal coordinates were scaled from a topographic map and have
 PQ1368.an estimated accuracy of +/- 6 seconds.
 PQ1368
 PQ1368.The orthometric height was determined by differential leveling
 PQ1368.and adjusted by the National Geodetic Survey in June 1995..
 PQ1368
 PQ1368.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ1368;SPC MN S     -   222,290.      660,350.      MT  (+/- 180 meters Scaled)
 PQ1368
 PQ1368                          SUPERSEDED SURVEY CONTROL
 PQ1368
 PQ1368.No superseded survey control is available for this station.
 PQ1368
 PQ1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ803852(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1368
 PQ1368  HISTORY     - Date     Condition        Report By
 PQ1368  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1367 ***********************************************************************
 PQ1367  DESIGNATION -  5105 L
 PQ1367  PID         -  PQ1367
 PQ1367  STATE/COUNTY-  MN/MURRAY
 PQ1367  USGS QUAD   -  CURRIE (1980)
 PQ1367
 PQ1367                         *CURRENT SURVEY CONTROL
 PQ1367  ___________________________________________________________________
 PQ1367* NAD 83(1986)-  44 05 38.     (N)    095 44 38.     (W)     SCALED    
 PQ1367* NAVD 88     -       473.781  (meters)    1554.40   (feet)  ADJUSTED  
 PQ1367  ___________________________________________________________________
 PQ1367  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 PQ1367  DYNAMIC HT  -         473.680 (meters)    1554.07  (feet)  COMP
 PQ1367  MODELED GRAV-     980,391.0   (mgal)                       NAVD 88
 PQ1367
 PQ1367  VERT ORDER  -  SECOND    CLASS I
 PQ1367
 PQ1367.The horizontal coordinates were scaled from a topographic map and have
 PQ1367.an estimated accuracy of +/- 6 seconds.
 PQ1367
 PQ1367.The orthometric height was determined by differential leveling
 PQ1367.and adjusted by the National Geodetic Survey in June 1995..
 PQ1367
 PQ1367.The geoid height was determined by GEOID03.
 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;                    North         East    Units  Estimated Accuracy
 PQ1367;SPC MN S     -   223,030.      660,370.      MT  (+/- 180 meters Scaled)
 PQ1367
 PQ1367                          SUPERSEDED SURVEY CONTROL
 PQ1367
 PQ1367.No superseded survey control is available for this station.
 PQ1367
 PQ1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ803859(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1367
 PQ1367  HISTORY     - Date     Condition        Report By
 PQ1367  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1365 ***********************************************************************
 PQ1365  DESIGNATION -  5105 M
 PQ1365  PID         -  PQ1365
 PQ1365  STATE/COUNTY-  MN/MURRAY
 PQ1365  USGS QUAD   -  CURRIE (1980)
 PQ1365
 PQ1365                         *CURRENT SURVEY CONTROL
 PQ1365  ___________________________________________________________________
 PQ1365* NAD 83(1986)-  44 07 24.     (N)    095 44 40.     (W)     SCALED    
 PQ1365* NAVD 88     -       471.212  (meters)    1545.97   (feet)  ADJUSTED  
 PQ1365  ___________________________________________________________________
 PQ1365  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 PQ1365  DYNAMIC HT  -         471.113 (meters)    1545.64  (feet)  COMP
 PQ1365  MODELED GRAV-     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
 PQ1365.and adjusted by the National Geodetic Survey in June 1995..
 PQ1365
 PQ1365.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1364 ***********************************************************************
 PQ1364  DESIGNATION -  5105 N
 PQ1364  PID         -  PQ1364
 PQ1364  STATE/COUNTY-  MN/MURRAY
 PQ1364  USGS QUAD   -  TRACY WEST (1980)
 PQ1364
 PQ1364                         *CURRENT SURVEY CONTROL
 PQ1364  ___________________________________________________________________
 PQ1364* NAD 83(1986)-  44 08 19.     (N)    095 44 35.     (W)     SCALED    
 PQ1364* NAVD 88     -       469.041  (meters)    1538.85   (feet)  ADJUSTED  
 PQ1364  ___________________________________________________________________
 PQ1364  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 PQ1364  DYNAMIC HT  -         468.944 (meters)    1538.53  (feet)  COMP
 PQ1364  MODELED GRAV-     980,397.1   (mgal)                       NAVD 88
 PQ1364
 PQ1364  VERT ORDER  -  SECOND    CLASS I
 PQ1364
 PQ1364.The horizontal coordinates were scaled from a topographic map and have
 PQ1364.an estimated accuracy of +/- 6 seconds.
 PQ1364
 PQ1364.The orthometric height was determined by differential leveling
 PQ1364.and adjusted by the National Geodetic Survey in June 1995..
 PQ1364
 PQ1364.The geoid height was determined by GEOID03.
 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     -   228,000.      660,540.      MT  (+/- 180 meters Scaled)
 PQ1364
 PQ1364                          SUPERSEDED SURVEY CONTROL
 PQ1364
 PQ1364.No superseded survey control is available for this station.
 PQ1364
 PQ1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ805909(NAD 83)
 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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1364
 PQ1364  HISTORY     - Date     Condition        Report By
 PQ1364  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1362 ***********************************************************************
 PQ1362  DESIGNATION -  5105 P
 PQ1362  PID         -  PQ1362
 PQ1362  STATE/COUNTY-  MN/MURRAY
 PQ1362  USGS QUAD   -  TRACY WEST (1980)
 PQ1362
 PQ1362                         *CURRENT SURVEY CONTROL
 PQ1362  ___________________________________________________________________
 PQ1362* NAD 83(1986)-  44 10 02.     (N)    095 44 33.     (W)     SCALED    
 PQ1362* NAVD 88     -       466.172  (meters)    1529.43   (feet)  ADJUSTED  
 PQ1362  ___________________________________________________________________
 PQ1362  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 PQ1362  DYNAMIC HT  -         466.078 (meters)    1529.12  (feet)  COMP
 PQ1362  MODELED GRAV-     980,401.3   (mgal)                       NAVD 88
 PQ1362
 PQ1362  VERT ORDER  -  SECOND    CLASS I
 PQ1362
 PQ1362.The horizontal coordinates were scaled from a topographic map and have
 PQ1362.an estimated accuracy of +/- 6 seconds.
 PQ1362
 PQ1362.The orthometric height was determined by differential leveling
 PQ1362.and adjusted by the National Geodetic Survey in June 1995..
 PQ1362
 PQ1362.The geoid height was determined by GEOID03.
 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     -   231,180.      660,650.      MT  (+/- 180 meters Scaled)
 PQ1362
 PQ1362                          SUPERSEDED SURVEY CONTROL
 PQ1362
 PQ1362.No superseded survey control is available for this station.
 PQ1362
 PQ1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ807941(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1361 ***********************************************************************
 PQ1361  DESIGNATION -  5105 Q
 PQ1361  PID         -  PQ1361
 PQ1361  STATE/COUNTY-  MN/MURRAY
 PQ1361  USGS QUAD   -  TRACY WEST (1980)
 PQ1361
 PQ1361                         *CURRENT SURVEY CONTROL
 PQ1361  ___________________________________________________________________
 PQ1361* NAD 83(1986)-  44 10 54.     (N)    095 44 31.     (W)     SCALED    
 PQ1361* NAVD 88     -       462.387  (meters)    1517.01   (feet)  ADJUSTED  
 PQ1361  ___________________________________________________________________
 PQ1361  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 PQ1361  DYNAMIC HT  -         462.294 (meters)    1516.71  (feet)  COMP
 PQ1361  MODELED GRAV-     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
 PQ1361.and adjusted by the National Geodetic Survey in June 1995..
 PQ1361
 PQ1361.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1360 ***********************************************************************
 PQ1360  DESIGNATION -  5105 R
 PQ1360  PID         -  PQ1360
 PQ1360  STATE/COUNTY-  MN/MURRAY
 PQ1360  USGS QUAD   -  TRACY WEST (1980)
 PQ1360
 PQ1360                         *CURRENT SURVEY CONTROL
 PQ1360  ___________________________________________________________________
 PQ1360* NAD 83(1986)-  44 11 37.     (N)    095 44 37.     (W)     SCALED    
 PQ1360* NAVD 88     -       467.471  (meters)    1533.69   (feet)  ADJUSTED  
 PQ1360  ___________________________________________________________________
 PQ1360  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 PQ1360  DYNAMIC HT  -         467.378 (meters)    1533.39  (feet)  COMP
 PQ1360  MODELED GRAV-     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
 PQ1360.and adjusted by the National Geodetic Survey in June 1995..
 PQ1360
 PQ1360.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1396 ***********************************************************************
 OP1396  DESIGNATION -  5107 A
 OP1396  PID         -  OP1396
 OP1396  STATE/COUNTY-  MN/MURRAY
 OP1396  USGS QUAD   -  CHANDLER (1967)
 OP1396
 OP1396                         *CURRENT SURVEY CONTROL
 OP1396  ___________________________________________________________________
 OP1396* NAD 83(1986)-  43 55 36.     (N)    095 56 34.     (W)     SCALED    
 OP1396* NAVD 88     -       502.687  (meters)    1649.23   (feet)  ADJUSTED  
 OP1396  ___________________________________________________________________
 OP1396  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 OP1396  DYNAMIC HT  -         502.581 (meters)    1648.88  (feet)  COMP
 OP1396  MODELED GRAV-     980,391.6   (mgal)                       NAVD 88
 OP1396
 OP1396  VERT ORDER  -  SECOND    CLASS I
 OP1396
 OP1396.The horizontal coordinates were scaled from a topographic map and have
 OP1396.an estimated accuracy of +/- 6 seconds.
 OP1396
 OP1396.The orthometric height was determined by differential leveling
 OP1396.and adjusted by the National Geodetic Survey in June 1995..
 OP1396
 OP1396.The geoid height was determined by GEOID03.
 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     -   204,820.      644,000.      MT  (+/- 180 meters Scaled)
 OP1396
 OP1396                          SUPERSEDED SURVEY CONTROL
 OP1396
 OP1396.No superseded survey control is available for this station.
 OP1396
 OP1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ637679(NAD 83)
 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 = OCTOBER  6, 2006
 AI7663 ***********************************************************************
 AI7663  DESIGNATION -  5107 C
 AI7663  PID         -  AI7663
 AI7663  STATE/COUNTY-  MN/MURRAY
 AI7663  USGS QUAD   -  CHANDLER (1967)
 AI7663
 AI7663                         *CURRENT SURVEY CONTROL
 AI7663  ___________________________________________________________________
 AI7663* NAD 83(1996)-  43 52 39.12466(N)    095 56 37.39661(W)     ADJUSTED  
 AI7663* NAVD 88     -       526.283  (meters)    1726.65   (feet)  ADJUSTED  
 AI7663  ___________________________________________________________________
 AI7663  X           -    -476,883.728 (meters)                     COMP
 AI7663  Y           -  -4,580,521.166 (meters)                     COMP
 AI7663  Z           -   4,398,639.879 (meters)                     COMP
 AI7663  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AI7663  ELLIP HEIGHT-         500.06  (meters)          (11/13/02) GPS OBS
 AI7663  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AI7663  DYNAMIC HT  -         526.161 (meters)    1726.25  (feet)  COMP
 AI7663  MODELED GRAV-     980,371.3   (mgal)                       NAVD 88
 AI7663
 AI7663  HORZ ORDER  -  FIRST
 AI7663  VERT ORDER  -  SECOND    CLASS I
 AI7663  ELLP ORDER  -  THIRD     CLASS I
 AI7663
 AI7663.The horizontal coordinates were established by GPS observations
 AI7663.and adjusted by the MN DEPT OF TRANSP in November 2002..
 AI7663
 AI7663.The orthometric height was determined by differential leveling
 AI7663.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI7663
 AI7663.The ellipsoidal height was determined by GPS observations
 AI7663.and is referenced to NAD 83.
 AI7663
 AI7663.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI7663;SPC MN S     -   199,362.377   643,798.906   MT  0.99998092   -1 21 44.7
 AI7663;UTM  15      - 4,862,483.898   263,500.630   MT  1.00028799   -2 02 28.7
 AI7663;UTM  14      - 4,862,812.394   745,542.603   MT  1.00034162   +2 07 09.9
 AI7663
 AI7663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7663!SPC MN S     -   0.99992159  x   0.99998092  =   0.99990251
 AI7663!UTM  15      -   0.99992159  x   1.00028799  =   1.00020956
 AI7663!UTM  14      -   0.99992159  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  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: 15TTJ6350162484(NAD 83)
 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 = OCTOBER  6, 2006
 OP1394 ***********************************************************************
 OP1394  DESIGNATION -  5107 G
 OP1394  PID         -  OP1394
 OP1394  STATE/COUNTY-  MN/MURRAY
 OP1394  USGS QUAD   -  CHANDLER (1967)
 OP1394
 OP1394                         *CURRENT SURVEY CONTROL
 OP1394  ___________________________________________________________________
 OP1394* NAD 83(1996)-  43 56 59.18985(N)    095 56 38.22672(W)     ADJUSTED  
 OP1394* NAVD 88     -       506.641  (meters)    1662.20   (feet)  ADJUSTED  
 OP1394  ___________________________________________________________________
 OP1394  X           -    -476,324.156 (meters)                     COMP
 OP1394  Y           -  -4,574,967.648 (meters)                     COMP
 OP1394  Z           -   4,404,409.045 (meters)                     COMP
 OP1394  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 OP1394  ELLIP HEIGHT-         480.49  (meters)          (01/28/03) GPS OBS
 OP1394  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OP1394  DYNAMIC HT  -         506.534 (meters)    1661.85  (feet)  COMP
 OP1394  MODELED GRAV-     980,391.0   (mgal)                       NAVD 88
 OP1394
 OP1394  HORZ ORDER  -  FIRST
 OP1394  VERT ORDER  -  SECOND    CLASS I
 OP1394  ELLP ORDER  -  THIRD     CLASS II
 OP1394
 OP1394.The horizontal coordinates were established by GPS observations
 OP1394.and adjusted by the MN DEPT OF TRANSP in January 2003..
 OP1394
 OP1394.The orthometric height was determined by differential leveling
 OP1394.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP1394
 OP1394.The ellipsoidal height was determined by GPS observations
 OP1394.and is referenced to NAD 83.
 OP1394
 OP1394.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1394;SPC MN S     -   207,387.006   643,971.241   MT  0.99996809   -1 21 45.3
 OP1394;UTM  15      - 4,870,508.425   263,768.304   MT  1.00028642   -2 02 38.9
 OP1394;UTM  14      - 4,870,835.606   745,226.959   MT  1.00033970   +2 07 19.3
 OP1394
 OP1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1394!SPC MN S     -   0.99992466  x   0.99996809  =   0.99989275
 OP1394!UTM  15      -   0.99992466  x   1.00028642  =   1.00021106
 OP1394!UTM  14      -   0.99992466  x   1.00033970  =   1.00026434
 OP1394
 OP1394:                Primary Azimuth Mark                     Grid Az
 OP1394:SPC MN S     -  5107 J                                   173 19 46.5
 OP1394:UTM  15      -  5107 J                                   174 00 40.1
 OP1394:UTM  14      -  5107 J                                   169 50 41.9
 OP1394
 OP1394|---------------------------------------------------------------------|
 OP1394| PID    Reference Object                     Distance      Geod. Az  |
 OP1394|                                                           dddmmss.s |
 OP1394| OP1395 5107 J                              APPROX. 1.1 KM 1715801.2 |
 OP1394|---------------------------------------------------------------------|
 OP1394
 OP1394                          SUPERSEDED SURVEY CONTROL
 OP1394
 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_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 = OCTOBER  6, 2006
 OP1395 ***********************************************************************
 OP1395  DESIGNATION -  5107 J
 OP1395  PID         -  OP1395
 OP1395  STATE/COUNTY-  MN/MURRAY
 OP1395  USGS QUAD   -  CHANDLER (1967)
 OP1395
 OP1395                         *CURRENT SURVEY CONTROL
 OP1395  ___________________________________________________________________
 OP1395* NAD 83(1996)-  43 56 24.38705(N)    095 56 31.42936(W)     ADJUSTED  
 OP1395* NAVD 88     -       510.060  (meters)    1673.42   (feet)  ADJUSTED  
 OP1395  ___________________________________________________________________
 OP1395  X           -    -476,250.819 (meters)                     COMP
 OP1395  Y           -  -4,575,727.267 (meters)                     COMP
 OP1395  Z           -   4,403,637.949 (meters)                     COMP
 OP1395  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 OP1395  ELLIP HEIGHT-         483.90  (meters)          (01/28/03) GPS OBS
 OP1395  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OP1395  DYNAMIC HT  -         509.952 (meters)    1673.07  (feet)  COMP
 OP1395  MODELED GRAV-     980,391.6   (mgal)                       NAVD 88
 OP1395
 OP1395  HORZ ORDER  -  FIRST
 OP1395  VERT ORDER  -  SECOND    CLASS I
 OP1395  ELLP ORDER  -  THIRD     CLASS II
 OP1395
 OP1395.The horizontal coordinates were established by GPS observations
 OP1395.and adjusted by the MN DEPT OF TRANSP in January 2003..
 OP1395
 OP1395.The orthometric height was determined by differential leveling
 OP1395.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP1395
 OP1395.The ellipsoidal height was determined by GPS observations
 OP1395.and is referenced to NAD 83.
 OP1395
 OP1395.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1395;SPC MN S     -   206,309.579   644,097.246   MT  0.99996972   -1 21 40.5
 OP1395;UTM  15      - 4,869,429.234   263,881.523   MT  1.00028577   -2 02 32.8
 OP1395;UTM  14      - 4,869,767.433   745,418.284   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  =   1.00026495
 OP1395
 OP1395:                Primary Azimuth Mark                     Grid Az
 OP1395:SPC MN S     -  5107 G                                   353 19 46.4
 OP1395:UTM  15      -  5107 G                                   354 00 38.7
 OP1395:UTM  14      -  5107 G                                   349 50 43.2
 OP1395
 OP1395|---------------------------------------------------------------------|
 OP1395| PID    Reference Object                     Distance      Geod. Az  |
 OP1395|                                                           dddmmss.s |
 OP1395| OP1394 5107 G                              APPROX. 1.1 KM 3515805.9 |
 OP1395|---------------------------------------------------------------------|
 OP1395
 OP1395                          SUPERSEDED SURVEY CONTROL
 OP1395
 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: 15TTJ6388269429(NAD 83)
 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 = OCTOBER  6, 2006
 OP1393 ***********************************************************************
 OP1393  DESIGNATION -  5107 K
 OP1393  PID         -  OP1393
 OP1393  STATE/COUNTY-  MN/MURRAY
 OP1393  USGS QUAD   -  CHANDLER (1967)
 OP1393
 OP1393                         *CURRENT SURVEY CONTROL
 OP1393  ___________________________________________________________________
 OP1393* NAD 83(1996)-  43 57 29.81817(N)    095 56 37.36797(W)     ADJUSTED  
 OP1393* NAVD 88     -       504.723  (meters)    1655.91   (feet)  ADJUSTED  
 OP1393  ___________________________________________________________________
 OP1393  X           -    -476,237.017 (meters)                     COMP
 OP1393  Y           -  -4,574,315.598 (meters)                     COMP
 OP1393  Z           -   4,405,088.290 (meters)                     COMP
 OP1393  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 OP1393  ELLIP HEIGHT-         478.56  (meters)          (01/28/03) GPS OBS
 OP1393  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OP1393  DYNAMIC HT  -         504.616 (meters)    1655.56  (feet)  COMP
 OP1393  MODELED GRAV-     980,390.1   (mgal)                       NAVD 88
 OP1393
 OP1393  HORZ ORDER  -  FIRST
 OP1393  VERT ORDER  -  SECOND    CLASS I
 OP1393  ELLP ORDER  -  THIRD     CLASS II
 OP1393
 OP1393.The horizontal coordinates were established by GPS observations
 OP1393.and adjusted by the MN DEPT OF TRANSP in January 2003..
 OP1393
 OP1393.The orthometric height was determined by differential leveling
 OP1393.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP1393
 OP1393.The ellipsoidal height was determined by GPS observations
 OP1393.and is referenced to NAD 83.
 OP1393
 OP1393.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1393;SPC MN S     -   208,331.573   644,012.859   MT  0.99996669   -1 21 44.6
 OP1393;UTM  15      - 4,871,452.731   263,821.174   MT  1.00028611   -2 02 39.4
 OP1393;UTM  14      - 4,871,781.309   745,211.080   MT  1.00033960   +2 07 21.1
 OP1393
 OP1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1393!SPC MN S     -   0.99992496  x   0.99996669  =   0.99989166
 OP1393!UTM  15      -   0.99992496  x   1.00028611  =   1.00021105
 OP1393!UTM  14      -   0.99992496  x   1.00033960  =   1.00026454
 OP1393
 OP1393:                Primary Azimuth Mark                     Grid Az
 OP1393:SPC MN S     -  5107 G                                   182 31 22.2
 OP1393:UTM  15      -  5107 G                                   183 12 17.0
 OP1393:UTM  14      -  5107 G                                   179 02 16.5
 OP1393
 OP1393|---------------------------------------------------------------------|
 OP1393| PID    Reference Object                     Distance      Geod. Az  |
 OP1393|                                                           dddmmss.s |
 OP1393| OP1394 5107 G                              APPROX. 0.9 KM 1810937.6 |
 OP1393|---------------------------------------------------------------------|
 OP1393
 OP1393                          SUPERSEDED SURVEY CONTROL
 OP1393
 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: 15TTJ6382171453(NAD 83)
 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 = OCTOBER  6, 2006
 OP1392 ***********************************************************************
 OP1392  DESIGNATION -  5107 L
 OP1392  PID         -  OP1392
 OP1392  STATE/COUNTY-  MN/MURRAY
 OP1392  USGS QUAD   -  CHANDLER (1967)
 OP1392
 OP1392                         *CURRENT SURVEY CONTROL
 OP1392  ___________________________________________________________________
 OP1392* NAD 83(1986)-  43 58 18.     (N)    095 56 35.     (W)     SCALED    
 OP1392* NAVD 88     -       499.506  (meters)    1638.80   (feet)  ADJUSTED  
 OP1392  ___________________________________________________________________
 OP1392  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 OP1392  DYNAMIC HT  -         499.399 (meters)    1638.44  (feet)  COMP
 OP1392  MODELED GRAV-     980,388.9   (mgal)                       NAVD 88
 OP1392
 OP1392  VERT ORDER  -  SECOND    CLASS I
 OP1392
 OP1392.The horizontal coordinates were scaled from a topographic map and have
 OP1392.an estimated accuracy of +/- 6 seconds.
 OP1392
 OP1392.The orthometric height was determined by differential leveling
 OP1392.and adjusted by the National Geodetic Survey in June 1995..
 OP1392
 OP1392.The geoid height was determined by GEOID03.
 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     -   209,820.      644,100.      MT  (+/- 180 meters Scaled)
 OP1392
 OP1392                          SUPERSEDED SURVEY CONTROL
 OP1392
 OP1392.No superseded survey control is available for this station.
 OP1392
 OP1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ639729(NAD 83)
 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 = OCTOBER  6, 2006
 AI7664 ***********************************************************************
 AI7664  DESIGNATION -  5107 M
 AI7664  PID         -  AI7664
 AI7664  STATE/COUNTY-  MN/MURRAY
 AI7664  USGS QUAD   -  SLAYTON SW (1967)
 AI7664
 AI7664                         *CURRENT SURVEY CONTROL
 AI7664  ___________________________________________________________________
 AI7664* NAD 83(1996)-  43 51 04.18674(N)    095 56 39.81754(W)     ADJUSTED  
 AI7664* NAVD 88     -       521.893  (meters)    1712.24   (feet)  ADJUSTED  
 AI7664  ___________________________________________________________________
 AI7664  X           -    -477,147.459 (meters)                     COMP
 AI7664  Y           -  -4,582,532.120 (meters)                     COMP
 AI7664  Z           -   4,396,524.097 (meters)                     COMP
 AI7664  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AI7664  ELLIP HEIGHT-         495.68  (meters)          (11/13/02) GPS OBS
 AI7664  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AI7664  DYNAMIC HT  -         521.772 (meters)    1711.85  (feet)  COMP
 AI7664  MODELED GRAV-     980,371.4   (mgal)                       NAVD 88
 AI7664
 AI7664  HORZ ORDER  -  FIRST
 AI7664  VERT ORDER  -  SECOND    CLASS I
 AI7664  ELLP ORDER  -  THIRD     CLASS I
 AI7664
 AI7664.The horizontal coordinates were established by GPS observations
 AI7664.and adjusted by the MN DEPT OF TRANSP in November 2002..
 AI7664
 AI7664.The orthometric height was determined by differential leveling
 AI7664.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI7664
 AI7664.The ellipsoidal height was determined by GPS observations
 AI7664.and is referenced to NAD 83.
 AI7664
 AI7664.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI7664;SPC MN S     -   196,434.397   643,675.184   MT  0.99998599   -1 21 46.4
 AI7664;UTM  15      - 4,859,556.696   263,342.201   MT  1.00028892   -2 02 26.8
 AI7664;UTM  14      - 4,859,881.254   745,596.925   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  =   0.99990827
 AI7664!UTM  15      -   0.99992228  x   1.00028892  =   1.00021118
 AI7664!UTM  14      -   0.99992228  x   1.00034195  =   1.00026420
 AI7664
 AI7664:                Primary Azimuth Mark                     Grid Az
 AI7664:SPC MN S     -  5107 N                                   003 26 03.8
 AI7664:UTM  15      -  5107 N                                   004 06 44.2
 AI7664:UTM  14      -  5107 N                                   359 57 12.8
 AI7664
 AI7664|---------------------------------------------------------------------|
 AI7664| PID    Reference Object                     Distance      Geod. Az  |
 AI7664|                                                           dddmmss.s |
 AI7664| AI7665 5107 N                              APPROX. 1.3 KM 0020417.4 |
 AI7664|---------------------------------------------------------------------|
 AI7664
 AI7664                          SUPERSEDED SURVEY CONTROL
 AI7664
 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: 15TTJ6334259557(NAD 83)
 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 = OCTOBER  6, 2006
 AI7665 ***********************************************************************
 AI7665  DESIGNATION -  5107 N
 AI7665  PID         -  AI7665
 AI7665  STATE/COUNTY-  MN/MURRAY
 AI7665  USGS QUAD   -  SLAYTON SW (1967)
 AI7665
 AI7665                         *CURRENT SURVEY CONTROL
 AI7665  ___________________________________________________________________
 AI7665* NAD 83(1996)-  43 51 47.17150(N)    095 56 37.66865(W)     ADJUSTED  
 AI7665* NAVD 88     -       523.918  (meters)    1718.89   (feet)  ADJUSTED  
 AI7665  ___________________________________________________________________
 AI7665  X           -    -477,004.674 (meters)                     COMP
 AI7665  Y           -  -4,581,624.195 (meters)                     COMP
 AI7665  Z           -   4,397,482.179 (meters)                     COMP
 AI7665  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AI7665  ELLIP HEIGHT-         497.68  (meters)          (11/13/02) GPS OBS
 AI7665  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AI7665  DYNAMIC HT  -         523.796 (meters)    1718.49  (feet)  COMP
 AI7665  MODELED GRAV-     980,369.5   (mgal)                       NAVD 88
 AI7665
 AI7665  HORZ ORDER  -  FIRST
 AI7665  VERT ORDER  -  SECOND    CLASS I
 AI7665  ELLP ORDER  -  THIRD     CLASS I
 AI7665
 AI7665.The horizontal coordinates were established by GPS observations
 AI7665.and adjusted by the MN DEPT OF TRANSP in November 2002..
 AI7665
 AI7665.The orthometric height was determined by differential leveling
 AI7665.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI7665
 AI7665.The ellipsoidal height was determined by GPS observations
 AI7665.and is referenced to NAD 83.
 AI7665
 AI7665.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI7665;SPC MN S     -   197,759.531   643,754.709   MT  0.99998367   -1 21 44.9
 AI7665;UTM  15      - 4,860,881.198   263,437.433   MT  1.00028836   -2 02 26.9
 AI7665;UTM  14      - 4,861,209.246   745,595.843   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  =   1.00021030
 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 1820418.9 |
 AI7665|---------------------------------------------------------------------|
 AI7665
 AI7665                          SUPERSEDED SURVEY CONTROL
 AI7665
 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_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 = OCTOBER  6, 2006
 DF5941 ***********************************************************************
 DF5941  DESIGNATION -  52
 DF5941  PID         -  DF5941
 DF5941  STATE/COUNTY-  MN/PINE
 DF5941  USGS QUAD   -  ASKOV LOOKOUT TOWER (1981)
 DF5941
 DF5941                         *CURRENT SURVEY CONTROL
 DF5941  ___________________________________________________________________
 DF5941* NAD 83(1996)-  46 11 12.64087(N)    092 40 10.30052(W)     ADJUSTED  
 DF5941* NAVD 88     -       354.9    (meters)    1164.     (feet)  GPS OBS   
 DF5941  ___________________________________________________________________
 DF5941  X           -    -206,029.295 (meters)                     COMP
 DF5941  Y           -  -4,418,783.490 (meters)                     COMP
 DF5941  Z           -   4,579,886.614 (meters)                     COMP
 DF5941  LAPLACE CORR-           8.90  (seconds)                    DEFLEC99
 DF5941  ELLIP HEIGHT-         327.79  (meters)          (05/27/03) GPS OBS
 DF5941  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DF5941
 DF5941  HORZ ORDER  -  FIRST
 DF5941  ELLP ORDER  -  THIRD     CLASS I
 DF5941
 DF5941.The horizontal coordinates were established by GPS observations
 DF5941.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5941
 DF5941.The orthometric height was determined by GPS observations and a
 DF5941.high-resolution geoid model.
 DF5941
 DF5941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5941
 DF5941.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5941
 DF5941.The ellipsoidal height was determined by GPS observations
 DF5941.and is referenced to NAD 83.
 DF5941
 DF5941.The geoid height was determined by GEOID03.
 DF5941
 DF5941;                    North         East     Units Scale Factor Converg.
 DF5941;SPC MN C     -   233,130.153   921,998.630   MT  0.99992535   +1 08 35.9
 DF5941;UTM  15      - 5,114,860.632   525,502.942   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  =   0.99987397
 DF5941!UTM  15      -   0.99994862  x   0.99960800  =   0.99955664
 DF5941
 DF5941                          SUPERSEDED SURVEY CONTROL
 DF5941
 DF5941.No superseded survey control is available for this station.
 DF5941
 DF5941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2550314861(NAD 83)
 DF5941_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5941_STAMPING: NO 52
 DF5941_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5941+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5941
 DF5941  HISTORY     - Date     Condition        Report By
 DF5941  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0011 ***********************************************************************
 RP0011  DESIGNATION -  52 1
 RP0011  PID         -  RP0011
 RP0011  STATE/COUNTY-  MN/WILKIN
 RP0011  USGS QUAD   -  BARNESVILLE SW (1981)
 RP0011
 RP0011                         *CURRENT SURVEY CONTROL
 RP0011  ___________________________________________________________________
 RP0011* NAD 83(1986)-  46 36 55.     (N)    096 24 14.     (W)     SCALED    
 RP0011* NAVD 88     -       315.801  (meters)    1036.09   (feet)  ADJUSTED  
 RP0011  ___________________________________________________________________
 RP0011  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 RP0011  DYNAMIC HT  -         315.822 (meters)    1036.16  (feet)  COMP
 RP0011  MODELED GRAV-     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
 RP0011.and adjusted by the National Geodetic Survey in June 1991..
 RP0011
 RP0011.The geoid height was determined by GEOID03.
 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_MARKER: Z = SEE DESCRIPTION
 RP0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0011_SP_SET: CULVERT
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0251 ***********************************************************************
 PP0251  DESIGNATION -  52 GJS RESET
 PP0251  PID         -  PP0251
 PP0251  STATE/COUNTY-  MN/GOODHUE
 PP0251  USGS QUAD   -  WANAMINGO (1980)
 PP0251
 PP0251                         *CURRENT SURVEY CONTROL
 PP0251  ___________________________________________________________________
 PP0251* NAD 83(1986)-  44 21 56.     (N)    092 48 05.     (W)     SCALED    
 PP0251* NAVD 88     -       360.887  (meters)    1184.01   (feet)  ADJUSTED  
 PP0251  ___________________________________________________________________
 PP0251  GEOID HEIGHT-         -29.57  (meters)                     GEOID03
 PP0251  DYNAMIC HT  -         360.823 (meters)    1183.80  (feet)  COMP
 PP0251  MODELED GRAV-     980,432.4   (mgal)                       NAVD 88
 PP0251
 PP0251  VERT ORDER  -  SECOND    CLASS 0
 PP0251
 PP0251.The horizontal coordinates were scaled from a topographic map and have
 PP0251.an estimated accuracy of +/- 6 seconds.
 PP0251
 PP0251.The orthometric height was determined by differential leveling
 PP0251.and adjusted by the National Geodetic Survey in June 1991..
 PP0251
 PP0251.The geoid height was determined by GEOID03.
 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     -   252,430.      895,530.      MT  (+/- 180 meters Scaled)
 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: 15TWK158124(NAD 83)
 PP0251_MARKER: DD = SURVEY DISK
 PP0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0251_STAMPING: 52 GJS RESET 1972
 PP0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0251+STABILITY: SURFACE MOTION
 PP0251
 PP0251  HISTORY     - Date     Condition        Report By
 PP0251  HISTORY     - 1972     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1706 ***********************************************************************
 PQ1706  DESIGNATION -  5202 A
 PQ1706  PID         -  PQ1706
 PQ1706  STATE/COUNTY-  MN/NICOLLET
 PQ1706  USGS QUAD   -  NEW ULM (1992)
 PQ1706
 PQ1706                         *CURRENT SURVEY CONTROL
 PQ1706  ___________________________________________________________________
 PQ1706* NAD 83(1986)-  44 19 28.     (N)    094 27 08.     (W)     SCALED    
 PQ1706* NAVD 88     -       249.052  (meters)     817.10   (feet)  ADJUSTED  
 PQ1706  ___________________________________________________________________
 PQ1706  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 PQ1706  DYNAMIC HT  -         249.013 (meters)     816.97  (feet)  COMP
 PQ1706  MODELED GRAV-     980,455.5   (mgal)                       NAVD 88
 PQ1706
 PQ1706  VERT ORDER  -  SECOND    CLASS I
 PQ1706
 PQ1706.The horizontal coordinates were scaled from a topographic map and have
 PQ1706.an estimated accuracy of +/- 6 seconds.
 PQ1706
 PQ1706.The orthometric height was determined by differential leveling
 PQ1706.and adjusted by the National Geodetic Survey in June 1995..
 PQ1706
 PQ1706.The geoid height was determined by GEOID03.
 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     -   247,260.      763,930.      MT  (+/- 180 meters Scaled)
 PQ1706
 PQ1706                          SUPERSEDED SURVEY CONTROL
 PQ1706
 PQ1706.No superseded survey control is available for this station.
 PQ1706
 PQ1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK842089(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1739 ***********************************************************************
 PQ1739  DESIGNATION -  5202 AB
 PQ1739  PID         -  PQ1739
 PQ1739  STATE/COUNTY-  MN/NICOLLET
 PQ1739  USGS QUAD   -  COURTLAND (1964)
 PQ1739
 PQ1739                         *CURRENT SURVEY CONTROL
 PQ1739  ___________________________________________________________________
 PQ1739* NAD 83(1996)-  44 16 07.96632(N)    094 15 45.09044(W)     ADJUSTED  
 PQ1739* NAVD 88     -       305.989  (meters)    1003.90   (feet)  ADJUSTED  
 PQ1739  ___________________________________________________________________
 PQ1739  X           -    -340,034.114 (meters)                     COMP
 PQ1739  Y           -  -4,562,216.743 (meters)                     COMP
 PQ1739  Z           -   4,429,728.169 (meters)                     COMP
 PQ1739  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 PQ1739  ELLIP HEIGHT-         277.88  (meters)          (07/31/03) GPS OBS
 PQ1739  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 PQ1739  DYNAMIC HT  -         305.941 (meters)    1003.74  (feet)  COMP
 PQ1739  MODELED GRAV-     980,451.3   (mgal)                       NAVD 88
 PQ1739
 PQ1739  HORZ ORDER  -  FIRST
 PQ1739  VERT ORDER  -  SECOND    CLASS I
 PQ1739  ELLP ORDER  -  THIRD     CLASS II
 PQ1739
 PQ1739.The horizontal coordinates were established by GPS observations
 PQ1739.and adjusted by the MN DEPT OF TRANSP in July 2003..
 PQ1739
 PQ1739.The orthometric height was determined by differential leveling
 PQ1739.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PQ1739
 PQ1739.The ellipsoidal height was determined by GPS observations
 PQ1739.and is referenced to NAD 83.
 PQ1739
 PQ1739.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1739;SPC MN S     -   241,020.502   779,040.681   MT  0.99993024   -0 11 02.4
 PQ1739;UTM  15      - 4,902,512.400   399,236.194   MT  0.99972487   -0 52 52.9
 PQ1739
 PQ1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1739!SPC MN S     -   0.99995643  x   0.99993024  =   0.99988667
 PQ1739!UTM  15      -   0.99995643  x   0.99972487  =   0.99968131
 PQ1739
 PQ1739                          SUPERSEDED SURVEY CONTROL
 PQ1739
 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_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 - April 22, 2005
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1740 ***********************************************************************
 PQ1740  DESIGNATION -  5202 AC
 PQ1740  PID         -  PQ1740
 PQ1740  STATE/COUNTY-  MN/NICOLLET
 PQ1740  USGS QUAD   -  COURTLAND (1964)
 PQ1740
 PQ1740                         *CURRENT SURVEY CONTROL
 PQ1740  ___________________________________________________________________
 PQ1740* NAD 83(1986)-  44 16 13.     (N)    094 15 03.     (W)     SCALED    
 PQ1740* NAVD 88     -       304.592  (meters)     999.32   (feet)  ADJUSTED  
 PQ1740  ___________________________________________________________________
 PQ1740  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 PQ1740  DYNAMIC HT  -         304.544 (meters)     999.16  (feet)  COMP
 PQ1740  MODELED GRAV-     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
 PQ1740.and adjusted by the National Geodetic Survey in June 1995..
 PQ1740
 PQ1740.The geoid height was determined by GEOID03.
 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_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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1740
 PQ1740  HISTORY     - Date     Condition        Report By
 PQ1740  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1742 ***********************************************************************
 PQ1742  DESIGNATION -  5202 AE
 PQ1742  PID         -  PQ1742
 PQ1742  STATE/COUNTY-  MN/NICOLLET
 PQ1742  USGS QUAD   -  NICOLLET (1965)
 PQ1742
 PQ1742                         *CURRENT SURVEY CONTROL
 PQ1742  ___________________________________________________________________
 PQ1742* NAD 83(1986)-  44 16 20.     (N)    094 13 52.     (W)     SCALED    
 PQ1742* NAVD 88     -       299.478  (meters)     982.54   (feet)  ADJUSTED  
 PQ1742  ___________________________________________________________________
 PQ1742  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 PQ1742  DYNAMIC HT  -         299.431 (meters)     982.38  (feet)  COMP
 PQ1742  MODELED GRAV-     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
 PQ1742.and adjusted by the National Geodetic Survey in June 1995..
 PQ1742
 PQ1742.The geoid height was determined by GEOID03.
 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_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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1742
 PQ1742  HISTORY     - Date     Condition        Report By
 PQ1742  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1743 ***********************************************************************
 PQ1743  DESIGNATION -  5202 AF
 PQ1743  PID         -  PQ1743
 PQ1743  STATE/COUNTY-  MN/NICOLLET
 PQ1743  USGS QUAD   -  NICOLLET (1965)
 PQ1743
 PQ1743                         *CURRENT SURVEY CONTROL
 PQ1743  ___________________________________________________________________
 PQ1743* NAD 83(1986)-  44 16 24.     (N)    094 13 16.     (W)     SCALED    
 PQ1743* NAVD 88     -       302.778  (meters)     993.36   (feet)  ADJUSTED  
 PQ1743  ___________________________________________________________________
 PQ1743  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 PQ1743  DYNAMIC HT  -         302.731 (meters)     993.21  (feet)  COMP
 PQ1743  MODELED GRAV-     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
 PQ1743.and adjusted by the National Geodetic Survey in June 1995..
 PQ1743
 PQ1743.The geoid height was determined by GEOID03.
 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_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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1743
 PQ1743  HISTORY     - Date     Condition        Report By
 PQ1743  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1748 ***********************************************************************
 PQ1748  DESIGNATION -  5202 AH
 PQ1748  PID         -  PQ1748
 PQ1748  STATE/COUNTY-  MN/NICOLLET
 PQ1748  USGS QUAD   -  NICOLLET (1965)
 PQ1748
 PQ1748                         *CURRENT SURVEY CONTROL
 PQ1748  ___________________________________________________________________
 PQ1748* NAD 83(1986)-  44 16 34.     (N)    094 12 01.     (W)     SCALED    
 PQ1748* NAVD 88     -       303.791  (meters)     996.69   (feet)  ADJUSTED  
 PQ1748  ___________________________________________________________________
 PQ1748  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 PQ1748  DYNAMIC HT  -         303.745 (meters)     996.54  (feet)  COMP
 PQ1748  MODELED GRAV-     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
 PQ1748.and adjusted by the National Geodetic Survey in June 1995..
 PQ1748
 PQ1748.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1749 ***********************************************************************
 PQ1749  DESIGNATION -  5202 AJ
 PQ1749  PID         -  PQ1749
 PQ1749  STATE/COUNTY-  MN/NICOLLET
 PQ1749  USGS QUAD   -  NICOLLET (1965)
 PQ1749
 PQ1749                         *CURRENT SURVEY CONTROL
 PQ1749  ___________________________________________________________________
 PQ1749* NAD 83(1996)-  44 16 15.82999(N)    094 11 26.53085(W)     ADJUSTED  
 PQ1749* NAVD 88     -       302.897  (meters)     993.75   (feet)  ADJUSTED  
 PQ1749  ___________________________________________________________________
 PQ1749  X           -    -334,302.420 (meters)                     COMP
 PQ1749  Y           -  -4,562,468.227 (meters)                     COMP
 PQ1749  Z           -   4,429,899.835 (meters)                     COMP
 PQ1749  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 PQ1749  ELLIP HEIGHT-         274.81  (meters)          (07/31/03) GPS OBS
 PQ1749  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 PQ1749  DYNAMIC HT  -         302.851 (meters)     993.60  (feet)  COMP
 PQ1749  MODELED GRAV-     980,455.9   (mgal)                       NAVD 88
 PQ1749
 PQ1749  HORZ ORDER  -  FIRST
 PQ1749  VERT ORDER  -  SECOND    CLASS I
 PQ1749  ELLP ORDER  -  THIRD     CLASS II
 PQ1749
 PQ1749.The horizontal coordinates were established by GPS observations
 PQ1749.and adjusted by the MN DEPT OF TRANSP in July 2003..
 PQ1749
 PQ1749.The orthometric height was determined by differential leveling
 PQ1749.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PQ1749
 PQ1749.The ellipsoidal height was determined by GPS observations
 PQ1749.and is referenced to NAD 83.
 PQ1749
 PQ1749.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1749;SPC MN S     -   241,247.308   784,775.324   MT  0.99993009   -0 08 01.2
 PQ1749;UTM  15      - 4,902,669.350   404,971.955   MT  0.99971106   -0 49 52.5
 PQ1749
 PQ1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1749!SPC MN S     -   0.99995691  x   0.99993009  =   0.99988700
 PQ1749!UTM  15      -   0.99995691  x   0.99971106  =   0.99966798
 PQ1749
 PQ1749                          SUPERSEDED SURVEY CONTROL
 PQ1749
 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: 15TVK0497202669(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1708 ***********************************************************************
 PQ1708  DESIGNATION -  5202 D
 PQ1708  PID         -  PQ1708
 PQ1708  STATE/COUNTY-  MN/NICOLLET
 PQ1708  USGS QUAD   -  NEW ULM (1992)
 PQ1708
 PQ1708                         *CURRENT SURVEY CONTROL
 PQ1708  ___________________________________________________________________
 PQ1708* NAD 83(1986)-  44 18 57.     (N)    094 26 00.     (W)     SCALED    
 PQ1708* NAVD 88     -       253.518  (meters)     831.75   (feet)  ADJUSTED  
 PQ1708  ___________________________________________________________________
 PQ1708  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 PQ1708  DYNAMIC HT  -         253.478 (meters)     831.62  (feet)  COMP
 PQ1708  MODELED GRAV-     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
 PQ1708.and adjusted by the National Geodetic Survey in June 1995..
 PQ1708
 PQ1708.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1709 ***********************************************************************
 PQ1709  DESIGNATION -  5202 E
 PQ1709  PID         -  PQ1709
 PQ1709  STATE/COUNTY-  MN/NICOLLET
 PQ1709  USGS QUAD   -  NEW ULM (1992)
 PQ1709
 PQ1709                         *CURRENT SURVEY CONTROL
 PQ1709  ___________________________________________________________________
 PQ1709* NAD 83(1986)-  44 18 39.     (N)    094 25 48.     (W)     SCALED    
 PQ1709* NAVD 88     -       251.687  (meters)     825.74   (feet)  ADJUSTED  
 PQ1709  ___________________________________________________________________
 PQ1709  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 PQ1709  DYNAMIC HT  -         251.647 (meters)     825.61  (feet)  COMP
 PQ1709  MODELED GRAV-     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
 PQ1709.and adjusted by the National Geodetic Survey in June 1995..
 PQ1709
 PQ1709.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1710 ***********************************************************************
 PQ1710  DESIGNATION -  5202 F
 PQ1710  PID         -  PQ1710
 PQ1710  STATE/COUNTY-  MN/NICOLLET
 PQ1710  USGS QUAD   -  NEW ULM (1992)
 PQ1710
 PQ1710                         *CURRENT SURVEY CONTROL
 PQ1710  ___________________________________________________________________
 PQ1710* NAD 83(1986)-  44 18 16.     (N)    094 25 29.     (W)     SCALED    
 PQ1710* NAVD 88     -       259.168  (meters)     850.29   (feet)  ADJUSTED  
 PQ1710  ___________________________________________________________________
 PQ1710  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 PQ1710  DYNAMIC HT  -         259.127 (meters)     850.15  (feet)  COMP
 PQ1710  MODELED GRAV-     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
 PQ1710.and adjusted by the National Geodetic Survey in June 1995..
 PQ1710
 PQ1710.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1711 ***********************************************************************
 PQ1711  DESIGNATION -  5202 G
 PQ1711  PID         -  PQ1711
 PQ1711  STATE/COUNTY-  MN/NICOLLET
 PQ1711  USGS QUAD   -  NEW ULM (1992)
 PQ1711
 PQ1711                         *CURRENT SURVEY CONTROL
 PQ1711  ___________________________________________________________________
 PQ1711* NAD 83(1996)-  44 18 06.75339(N)    094 25 27.79834(W)     ADJUSTED  
 PQ1711* NAVD 88     -       252.865  (meters)     829.61   (feet)  ADJUSTED  
 PQ1711  ___________________________________________________________________
 PQ1711  X           -    -352,720.788 (meters)                     COMP
 PQ1711  Y           -  -4,558,647.508 (meters)                     COMP
 PQ1711  Z           -   4,432,315.943 (meters)                     COMP
 PQ1711  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 PQ1711  ELLIP HEIGHT-         224.80  (meters)          (07/31/03) GPS OBS
 PQ1711  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 PQ1711  DYNAMIC HT  -         252.825 (meters)     829.48  (feet)  COMP
 PQ1711  MODELED GRAV-     980,453.4   (mgal)                       NAVD 88
 PQ1711
 PQ1711  HORZ ORDER  -  FIRST
 PQ1711  VERT ORDER  -  SECOND    CLASS I
 PQ1711  ELLP ORDER  -  THIRD     CLASS II
 PQ1711
 PQ1711.The horizontal coordinates were established by GPS observations
 PQ1711.and adjusted by the MN DEPT OF TRANSP in July 2003..
 PQ1711
 PQ1711.The orthometric height was determined by differential leveling
 PQ1711.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PQ1711
 PQ1711.The ellipsoidal height was determined by GPS observations
 PQ1711.and is referenced to NAD 83.
 PQ1711
 PQ1711.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1711;SPC MN S     -   244,740.979   766,137.067   MT  0.99992808   -0 17 50.9
 PQ1711;UTM  15      - 4,906,388.932   386,381.232   MT  0.99975876   -0 59 41.8
 PQ1711
 PQ1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1711!SPC MN S     -   0.99996475  x   0.99992808  =   0.99989284
 PQ1711!UTM  15      -   0.99996475  x   0.99975876  =   0.99972352
 PQ1711
 PQ1711                          SUPERSEDED SURVEY CONTROL
 PQ1711
 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: 15TUK8638106389(NAD 83)
 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 15, 2005
 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     - 20050715 GOOD             MNDT
 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 (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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1714 ***********************************************************************
 PQ1714  DESIGNATION -  5202 H
 PQ1714  PID         -  PQ1714
 PQ1714  STATE/COUNTY-  MN/NICOLLET
 PQ1714  USGS QUAD   -  NEW ULM (1992)
 PQ1714
 PQ1714                         *CURRENT SURVEY CONTROL
 PQ1714  ___________________________________________________________________
 PQ1714* NAD 83(1986)-  44 17 49.     (N)    094 25 57.     (W)     SCALED    
 PQ1714* NAVD 88     -       249.062  (meters)     817.13   (feet)  ADJUSTED  
 PQ1714  ___________________________________________________________________
 PQ1714  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 PQ1714  DYNAMIC HT  -         249.022 (meters)     817.00  (feet)  COMP
 PQ1714  MODELED GRAV-     980,452.8   (mgal)                       NAVD 88
 PQ1714
 PQ1714  VERT ORDER  -  SECOND    CLASS I
 PQ1714
 PQ1714.The horizontal coordinates were scaled from a topographic map and have
 PQ1714.an estimated accuracy of +/- 6 seconds.
 PQ1714
 PQ1714.The orthometric height was determined by differential leveling
 PQ1714.and adjusted by the National Geodetic Survey in June 1995..
 PQ1714
 PQ1714.The geoid height was determined by GEOID03.
 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     -   244,200.      765,490.      MT  (+/- 180 meters Scaled)
 PQ1714
 PQ1714                          SUPERSEDED SURVEY CONTROL
 PQ1714
 PQ1714.No superseded survey control is available for this station.
 PQ1714
 PQ1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK857058(NAD 83)
 PQ1714_MARKER: DV = VERTICAL CONTROL DISK
 PQ1714_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PQ1714_SP_SET: BRIDGE HEADWALL
 PQ1714_STAMPING: 5202 H 1987
 PQ1714_MARK LOGO: MNDT  
 PQ1714_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1714
 PQ1714  HISTORY     - Date     Condition        Report By
 PQ1714  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1716 ***********************************************************************
 PQ1716  DESIGNATION -  5202 K
 PQ1716  PID         -  PQ1716
 PQ1716  STATE/COUNTY-  MN/NICOLLET
 PQ1716  USGS QUAD   -  NEW ULM (1992)
 PQ1716
 PQ1716                         *CURRENT SURVEY CONTROL
 PQ1716  ___________________________________________________________________
 PQ1716* NAD 83(1986)-  44 17 29.     (N)    094 24 31.     (W)     SCALED    
 PQ1716* NAVD 88     -       264.788  (meters)     868.73   (feet)  ADJUSTED  
 PQ1716  ___________________________________________________________________
 PQ1716  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 PQ1716  DYNAMIC HT  -         264.745 (meters)     868.58  (feet)  COMP
 PQ1716  MODELED GRAV-     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
 PQ1716.and adjusted by the National Geodetic Survey in June 1995..
 PQ1716
 PQ1716.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1717 ***********************************************************************
 PQ1717  DESIGNATION -  5202 L
 PQ1717  PID         -  PQ1717
 PQ1717  STATE/COUNTY-  MN/NICOLLET
 PQ1717  USGS QUAD   -  NEW ULM (1992)
 PQ1717
 PQ1717                         *CURRENT SURVEY CONTROL
 PQ1717  ___________________________________________________________________
 PQ1717* NAD 83(1986)-  44 17 17.     (N)    094 24 05.     (W)     SCALED    
 PQ1717* NAVD 88     -       281.800  (meters)     924.54   (feet)  ADJUSTED  
 PQ1717  ___________________________________________________________________
 PQ1717  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 PQ1717  DYNAMIC HT  -         281.756 (meters)     924.39  (feet)  COMP
 PQ1717  MODELED GRAV-     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
 PQ1717.and adjusted by the National Geodetic Survey in June 1995..
 PQ1717
 PQ1717.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1718 ***********************************************************************
 PQ1718  DESIGNATION -  5202 M
 PQ1718  PID         -  PQ1718
 PQ1718  STATE/COUNTY-  MN/NICOLLET
 PQ1718  USGS QUAD   -  NEW ULM (1992)
 PQ1718
 PQ1718                         *CURRENT SURVEY CONTROL
 PQ1718  ___________________________________________________________________
 PQ1718* NAD 83(1986)-  44 17 05.     (N)    094 23 30.     (W)     SCALED    
 PQ1718* NAVD 88     -       280.780  (meters)     921.19   (feet)  ADJUSTED  
 PQ1718  ___________________________________________________________________
 PQ1718  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 PQ1718  DYNAMIC HT  -         280.735 (meters)     921.04  (feet)  COMP
 PQ1718  MODELED GRAV-     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
 PQ1718.and adjusted by the National Geodetic Survey in June 1995..
 PQ1718
 PQ1718.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1719 ***********************************************************************
 PQ1719  DESIGNATION -  5202 N
 PQ1719  PID         -  PQ1719
 PQ1719  STATE/COUNTY-  MN/NICOLLET
 PQ1719  USGS QUAD   -  NEW ULM (1992)
 PQ1719
 PQ1719                         *CURRENT SURVEY CONTROL
 PQ1719  ___________________________________________________________________
 PQ1719* NAD 83(1986)-  44 16 56.     (N)    094 23 01.     (W)     SCALED    
 PQ1719* NAVD 88     -       284.998  (meters)     935.03   (feet)  ADJUSTED  
 PQ1719  ___________________________________________________________________
 PQ1719  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 PQ1719  DYNAMIC HT  -         284.953 (meters)     934.88  (feet)  COMP
 PQ1719  MODELED GRAV-     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
 PQ1719.and adjusted by the National Geodetic Survey in June 1995..
 PQ1719
 PQ1719.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1721 ***********************************************************************
 PQ1721  DESIGNATION -  5202 Q
 PQ1721  PID         -  PQ1721
 PQ1721  STATE/COUNTY-  MN/NICOLLET
 PQ1721  USGS QUAD   -  COURTLAND (1964)
 PQ1721
 PQ1721                         *CURRENT SURVEY CONTROL
 PQ1721  ___________________________________________________________________
 PQ1721* NAD 83(1996)-  44 16 32.75925(N)    094 21 55.54122(W)     ADJUSTED  
 PQ1721* NAVD 88     -       283.774  (meters)     931.02   (feet)  ADJUSTED  
 PQ1721  ___________________________________________________________________
 PQ1721  X           -    -348,185.409 (meters)                     COMP
 PQ1721  Y           -  -4,561,050.146 (meters)                     COMP
 PQ1721  Z           -   4,430,260.628 (meters)                     COMP
 PQ1721  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 PQ1721  ELLIP HEIGHT-         255.66  (meters)          (07/31/03) GPS OBS
 PQ1721  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 PQ1721  DYNAMIC HT  -         283.729 (meters)     930.87  (feet)  COMP
 PQ1721  MODELED GRAV-     980,451.2   (mgal)                       NAVD 88
 PQ1721
 PQ1721  HORZ ORDER  -  FIRST
 PQ1721  VERT ORDER  -  SECOND    CLASS I
 PQ1721  ELLP ORDER  -  THIRD     CLASS II
 PQ1721
 PQ1721.The horizontal coordinates were established by GPS observations
 PQ1721.and adjusted by the MN DEPT OF TRANSP in July 2003..
 PQ1721
 PQ1721.The orthometric height was determined by differential leveling
 PQ1721.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PQ1721
 PQ1721.The ellipsoidal height was determined by GPS observations
 PQ1721.and is referenced to NAD 83.
 PQ1721
 PQ1721.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1721;SPC MN S     -   241,817.255   770,828.644   MT  0.99992976   -0 15 22.1
 PQ1721;UTM  15      - 4,903,408.853   391,036.057   MT  0.99974602   -0 57 11.9
 PQ1721
 PQ1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1721!SPC MN S     -   0.99995991  x   0.99992976  =   0.99988968
 PQ1721!UTM  15      -   0.99995991  x   0.99974602  =   0.99970594
 PQ1721
 PQ1721                          SUPERSEDED SURVEY CONTROL
 PQ1721
 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: 15TUK9103603409(NAD 83)
 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     - 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 (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 = OCTOBER  6, 2006
 PQ1722 ***********************************************************************
 PQ1722  DESIGNATION -  5202 R
 PQ1722  PID         -  PQ1722
 PQ1722  STATE/COUNTY-  MN/NICOLLET
 PQ1722  USGS QUAD   -  COURTLAND (1964)
 PQ1722
 PQ1722                         *CURRENT SURVEY CONTROL
 PQ1722  ___________________________________________________________________
 PQ1722* NAD 83(1986)-  44 16 21.     (N)    094 21 17.     (W)     SCALED    
 PQ1722* NAVD 88     -       286.908  (meters)     941.30   (feet)  ADJUSTED  
 PQ1722  ___________________________________________________________________
 PQ1722  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 PQ1722  DYNAMIC HT  -         286.862 (meters)     941.15  (feet)  COMP
 PQ1722  MODELED GRAV-     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
 PQ1722.and adjusted by the National Geodetic Survey in June 1995..
 PQ1722
 PQ1722.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1723 ***********************************************************************
 PQ1723  DESIGNATION -  5202 S
 PQ1723  PID         -  PQ1723
 PQ1723  STATE/COUNTY-  MN/NICOLLET
 PQ1723  USGS QUAD   -  COURTLAND (1964)
 PQ1723
 PQ1723                         *CURRENT SURVEY CONTROL
 PQ1723  ___________________________________________________________________
 PQ1723* NAD 83(1986)-  44 16 10.     (N)    094 20 49.     (W)     SCALED    
 PQ1723* NAVD 88     -       286.083  (meters)     938.59   (feet)  ADJUSTED  
 PQ1723  ___________________________________________________________________
 PQ1723  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 PQ1723  DYNAMIC HT  -         286.037 (meters)     938.44  (feet)  COMP
 PQ1723  MODELED GRAV-     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
 PQ1723.and adjusted by the National Geodetic Survey in June 1995..
 PQ1723
 PQ1723.The geoid height was determined by GEOID03.
 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: 15TUK925026(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1724 ***********************************************************************
 PQ1724  DESIGNATION -  5202 T
 PQ1724  PID         -  PQ1724
 PQ1724  STATE/COUNTY-  MN/NICOLLET
 PQ1724  USGS QUAD   -  COURTLAND (1964)
 PQ1724
 PQ1724                         *CURRENT SURVEY CONTROL
 PQ1724  ___________________________________________________________________
 PQ1724* NAD 83(1986)-  44 16 10.     (N)    094 20 32.     (W)     SCALED    
 PQ1724* NAVD 88     -       284.319  (meters)     932.80   (feet)  ADJUSTED  
 PQ1724  ___________________________________________________________________
 PQ1724  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 PQ1724  DYNAMIC HT  -         284.273 (meters)     932.65  (feet)  COMP
 PQ1724  MODELED GRAV-     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
 PQ1724.and adjusted by the National Geodetic Survey in June 1995..
 PQ1724
 PQ1724.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1729 ***********************************************************************
 PQ1729  DESIGNATION -  5202 U
 PQ1729  PID         -  PQ1729
 PQ1729  STATE/COUNTY-  MN/NICOLLET
 PQ1729  USGS QUAD   -  COURTLAND (1964)
 PQ1729
 PQ1729                         *CURRENT SURVEY CONTROL
 PQ1729  ___________________________________________________________________
 PQ1729* NAD 83(1986)-  44 16 04.     (N)    094 20 07.     (W)     SCALED    
 PQ1729* NAVD 88     -       284.724  (meters)     934.13   (feet)  ADJUSTED  
 PQ1729  ___________________________________________________________________
 PQ1729  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 PQ1729  DYNAMIC HT  -         284.679 (meters)     933.98  (feet)  COMP
 PQ1729  MODELED GRAV-     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
 PQ1729.and adjusted by the National Geodetic Survey in June 1995..
 PQ1729
 PQ1729.The geoid height was determined by GEOID03.
 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_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_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1729
 PQ1729  HISTORY     - Date     Condition        Report By
 PQ1729  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1730 ***********************************************************************
 PQ1730  DESIGNATION -  5202 V
 PQ1730  PID         -  PQ1730
 PQ1730  STATE/COUNTY-  MN/NICOLLET
 PQ1730  USGS QUAD   -  COURTLAND (1964)
 PQ1730
 PQ1730                         *CURRENT SURVEY CONTROL
 PQ1730  ___________________________________________________________________
 PQ1730* NAD 83(1986)-  44 16 00.     (N)    094 19 43.     (W)     SCALED    
 PQ1730* NAVD 88     -       295.039  (meters)     967.97   (feet)  ADJUSTED  
 PQ1730  ___________________________________________________________________
 PQ1730  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 PQ1730  DYNAMIC HT  -         294.991 (meters)     967.82  (feet)  COMP
 PQ1730  MODELED GRAV-     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
 PQ1730.and adjusted by the National Geodetic Survey in June 1995..
 PQ1730
 PQ1730.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1731 ***********************************************************************
 PQ1731  DESIGNATION -  5202 W
 PQ1731  PID         -  PQ1731
 PQ1731  STATE/COUNTY-  MN/NICOLLET
 PQ1731  USGS QUAD   -  COURTLAND (1964)
 PQ1731
 PQ1731                         *CURRENT SURVEY CONTROL
 PQ1731  ___________________________________________________________________
 PQ1731* NAD 83(1986)-  44 15 54.     (N)    094 19 01.     (W)     SCALED    
 PQ1731* NAVD 88     -       303.562  (meters)     995.94   (feet)  ADJUSTED  
 PQ1731  ___________________________________________________________________
 PQ1731  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 PQ1731  DYNAMIC HT  -         303.514 (meters)     995.78  (feet)  COMP
 PQ1731  MODELED GRAV-     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
 PQ1731.and adjusted by the National Geodetic Survey in June 1995..
 PQ1731
 PQ1731.The geoid height was determined by GEOID03.
 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_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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1732 ***********************************************************************
 PQ1732  DESIGNATION -  5202 X
 PQ1732  PID         -  PQ1732
 PQ1732  STATE/COUNTY-  MN/NICOLLET
 PQ1732  USGS QUAD   -  COURTLAND (1964)
 PQ1732
 PQ1732                         *CURRENT SURVEY CONTROL
 PQ1732  ___________________________________________________________________
 PQ1732* NAD 83(1986)-  44 15 50.     (N)    094 18 24.     (W)     SCALED    
 PQ1732* NAVD 88     -       304.438  (meters)     998.81   (feet)  ADJUSTED  
 PQ1732  ___________________________________________________________________
 PQ1732  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 PQ1732  DYNAMIC HT  -         304.389 (meters)     998.65  (feet)  COMP
 PQ1732  MODELED GRAV-     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
 PQ1732.and adjusted by the National Geodetic Survey in June 1995..
 PQ1732
 PQ1732.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1733 ***********************************************************************
 PQ1733  DESIGNATION -  5202 Y
 PQ1733  PID         -  PQ1733
 PQ1733  STATE/COUNTY-  MN/NICOLLET
 PQ1733  USGS QUAD   -  COURTLAND (1964)
 PQ1733
 PQ1733                         *CURRENT SURVEY CONTROL
 PQ1733  ___________________________________________________________________
 PQ1733* NAD 83(1986)-  44 15 56.     (N)    094 17 46.     (W)     SCALED    
 PQ1733* NAVD 88     -       303.446  (meters)     995.56   (feet)  ADJUSTED  
 PQ1733  ___________________________________________________________________
 PQ1733  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 PQ1733  DYNAMIC HT  -         303.398 (meters)     995.40  (feet)  COMP
 PQ1733  MODELED GRAV-     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
 PQ1733.and adjusted by the National Geodetic Survey in June 1995..
 PQ1733
 PQ1733.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1695 ***********************************************************************
 PQ1695  DESIGNATION -  5203 AA
 PQ1695  PID         -  PQ1695
 PQ1695  STATE/COUNTY-  MN/NICOLLET
 PQ1695  USGS QUAD   -  MANKATO WEST (1993)
 PQ1695
 PQ1695                         *CURRENT SURVEY CONTROL
 PQ1695  ___________________________________________________________________
 PQ1695* NAD 83(1986)-  44 09 59.     (N)    094 02 41.     (W)     SCALED    
 PQ1695* NAVD 88     -       302.740  (meters)     993.24   (feet)  ADJUSTED  
 PQ1695  ___________________________________________________________________
 PQ1695  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 PQ1695  DYNAMIC HT  -         302.696 (meters)     993.10  (feet)  COMP
 PQ1695  MODELED GRAV-     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
 PQ1695.and adjusted by the National Geodetic Survey in June 1995..
 PQ1695
 PQ1695.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1768 ***********************************************************************
 PQ1768  DESIGNATION -  5203 AA 1
 PQ1768  PID         -  PQ1768
 PQ1768  STATE/COUNTY-  MN/NICOLLET
 PQ1768  USGS QUAD   -  MANKATO WEST (1993)
 PQ1768
 PQ1768                         *CURRENT SURVEY CONTROL
 PQ1768  ___________________________________________________________________
 PQ1768* NAD 83(1986)-  44 12 38.     (N)    094 06 25.     (W)     SCALED    
 PQ1768* NAVD 88     -       301.409  (meters)     988.87   (feet)  ADJUSTED  
 PQ1768  ___________________________________________________________________
 PQ1768  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 PQ1768  DYNAMIC HT  -         301.363 (meters)     988.72  (feet)  COMP
 PQ1768  MODELED GRAV-     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
 PQ1768.and adjusted by the National Geodetic Survey in June 1995..
 PQ1768
 PQ1768.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1769 ***********************************************************************
 PQ1769  DESIGNATION -  5203 AB
 PQ1769  PID         -  PQ1769
 PQ1769  STATE/COUNTY-  MN/NICOLLET
 PQ1769  USGS QUAD   -  MANKATO WEST (1993)
 PQ1769
 PQ1769                         *CURRENT SURVEY CONTROL
 PQ1769  ___________________________________________________________________
 PQ1769* NAD 83(1986)-  44 12 21.     (N)    094 05 59.     (W)     SCALED    
 PQ1769* NAVD 88     -       300.374  (meters)     985.48   (feet)  ADJUSTED  
 PQ1769  ___________________________________________________________________
 PQ1769  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 PQ1769  DYNAMIC HT  -         300.329 (meters)     985.33  (feet)  COMP
 PQ1769  MODELED GRAV-     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
 PQ1769.and adjusted by the National Geodetic Survey in June 1995..
 PQ1769
 PQ1769.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1770 ***********************************************************************
 PQ1770  DESIGNATION -  5203 AC
 PQ1770  PID         -  PQ1770
 PQ1770  STATE/COUNTY-  MN/NICOLLET
 PQ1770  USGS QUAD   -  MANKATO WEST (1993)
 PQ1770
 PQ1770                         *CURRENT SURVEY CONTROL
 PQ1770  ___________________________________________________________________
 PQ1770* NAD 83(1986)-  44 12 08.     (N)    094 05 33.     (W)     SCALED    
 PQ1770* NAVD 88     -       299.227  (meters)     981.71   (feet)  ADJUSTED  
 PQ1770  ___________________________________________________________________
 PQ1770  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 PQ1770  DYNAMIC HT  -         299.182 (meters)     981.57  (feet)  COMP
 PQ1770  MODELED GRAV-     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
 PQ1770.and adjusted by the National Geodetic Survey in June 1995..
 PQ1770
 PQ1770.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1771 ***********************************************************************
 PQ1771  DESIGNATION -  5203 AD
 PQ1771  PID         -  PQ1771
 PQ1771  STATE/COUNTY-  MN/NICOLLET
 PQ1771  USGS QUAD   -  MANKATO WEST (1993)
 PQ1771
 PQ1771                         *CURRENT SURVEY CONTROL
 PQ1771  ___________________________________________________________________
 PQ1771* NAD 83(1986)-  44 11 40.     (N)    094 05 04.     (W)     SCALED    
 PQ1771* NAVD 88     -       301.488  (meters)     989.13   (feet)  ADJUSTED  
 PQ1771  ___________________________________________________________________
 PQ1771  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 PQ1771  DYNAMIC HT  -         301.444 (meters)     988.99  (feet)  COMP
 PQ1771  MODELED GRAV-     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
 PQ1771.and adjusted by the National Geodetic Survey in June 1995..
 PQ1771
 PQ1771.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1773 ***********************************************************************
 PQ1773  DESIGNATION -  5203 AF
 PQ1773  PID         -  PQ1773
 PQ1773  STATE/COUNTY-  MN/NICOLLET
 PQ1773  USGS QUAD   -  MANKATO WEST (1993)
 PQ1773
 PQ1773                         *CURRENT SURVEY CONTROL
 PQ1773  ___________________________________________________________________
 PQ1773* NAD 83(1986)-  44 11 05.     (N)    094 04 07.     (W)     SCALED    
 PQ1773* NAVD 88     -       303.402  (meters)     995.41   (feet)  ADJUSTED  
 PQ1773  ___________________________________________________________________
 PQ1773  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 PQ1773  DYNAMIC HT  -         303.358 (meters)     995.27  (feet)  COMP
 PQ1773  MODELED GRAV-     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
 PQ1773.and adjusted by the National Geodetic Survey in June 1995..
 PQ1773
 PQ1773.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0592 ***********************************************************************
 PQ0592  DESIGNATION -  5203 CC
 PQ0592  PID         -  PQ0592
 PQ0592  STATE/COUNTY-  MN/NICOLLET
 PQ0592  USGS QUAD   -  MANKATO WEST (1993)
 PQ0592
 PQ0592                         *CURRENT SURVEY CONTROL
 PQ0592  ___________________________________________________________________
 PQ0592* NAD 83(1986)-  44 10 03.     (N)    094 00 58.     (W)     SCALED    
 PQ0592* NAVD 88     -       238.473  (meters)     782.39   (feet)  ADJUSTED  
 PQ0592  ___________________________________________________________________
 PQ0592  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 PQ0592  DYNAMIC HT  -         238.439 (meters)     782.28  (feet)  COMP
 PQ0592  MODELED GRAV-     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
 PQ0592.and adjusted by the National Geodetic Survey in June 1991..
 PQ0592
 PQ0592.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1699 ***********************************************************************
 PQ1699  DESIGNATION -  5203 DD
 PQ1699  PID         -  PQ1699
 PQ1699  STATE/COUNTY-  MN/NICOLLET
 PQ1699  USGS QUAD   -  MANKATO WEST (1993)
 PQ1699
 PQ1699                         *CURRENT SURVEY CONTROL
 PQ1699  ___________________________________________________________________
 PQ1699* NAD 83(1986)-  44 10 02.     (N)    094 00 49.     (W)     SCALED    
 PQ1699* NAVD 88     -       238.105  (meters)     781.18   (feet)  ADJUSTED  
 PQ1699  ___________________________________________________________________
 PQ1699  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 PQ1699  DYNAMIC HT  -         238.071 (meters)     781.07  (feet)  COMP
 PQ1699  MODELED GRAV-     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
 PQ1699.and adjusted by the National Geodetic Survey in June 1995..
 PQ1699
 PQ1699.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1693 ***********************************************************************
 PQ1693  DESIGNATION -  5203 K 1
 PQ1693  PID         -  PQ1693
 PQ1693  STATE/COUNTY-  MN/NICOLLET
 PQ1693  USGS QUAD   -  MANKATO WEST (1993)
 PQ1693
 PQ1693                         *CURRENT SURVEY CONTROL
 PQ1693  ___________________________________________________________________
 PQ1693* NAD 83(1986)-  44 10 48.     (N)    094 03 13.     (W)     SCALED    
 PQ1693* NAVD 88     -       310.658  (meters)    1019.22   (feet)  ADJUSTED  
 PQ1693  ___________________________________________________________________
 PQ1693  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 PQ1693  DYNAMIC HT  -         310.613 (meters)    1019.07  (feet)  COMP
 PQ1693  MODELED GRAV-     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
 PQ1693.and adjusted by the National Geodetic Survey in June 1995..
 PQ1693
 PQ1693.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1687 ***********************************************************************
 PQ1687  DESIGNATION -  5203 L 1
 PQ1687  PID         -  PQ1687
 PQ1687  STATE/COUNTY-  MN/NICOLLET
 PQ1687  USGS QUAD   -  MANKATO WEST (1993)
 PQ1687
 PQ1687                         *CURRENT SURVEY CONTROL
 PQ1687  ___________________________________________________________________
 PQ1687* NAD 83(1986)-  44 10 52.     (N)    094 02 09.     (W)     SCALED    
 PQ1687* NAVD 88     -       309.593  (meters)    1015.72   (feet)  ADJUSTED  
 PQ1687  ___________________________________________________________________
 PQ1687  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 PQ1687  DYNAMIC HT  -         309.550 (meters)    1015.58  (feet)  COMP
 PQ1687  MODELED GRAV-     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
 PQ1687.and adjusted by the National Geodetic Survey in June 1995..
 PQ1687
 PQ1687.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1686 ***********************************************************************
 PQ1686  DESIGNATION -  5203 M 1
 PQ1686  PID         -  PQ1686
 PQ1686  STATE/COUNTY-  MN/NICOLLET
 PQ1686  USGS QUAD   -  MANKATO WEST (1993)
 PQ1686
 PQ1686                         *CURRENT SURVEY CONTROL
 PQ1686  ___________________________________________________________________
 PQ1686* NAD 83(1986)-  44 11 14.     (N)    094 01 29.     (W)     SCALED    
 PQ1686* NAVD 88     -       267.452  (meters)     877.47   (feet)  ADJUSTED  
 PQ1686  ___________________________________________________________________
 PQ1686  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 PQ1686  DYNAMIC HT  -         267.414 (meters)     877.34  (feet)  COMP
 PQ1686  MODELED GRAV-     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
 PQ1686.and adjusted by the National Geodetic Survey in June 1995..
 PQ1686
 PQ1686.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1694 ***********************************************************************
 PQ1694  DESIGNATION -  5203 N 1
 PQ1694  PID         -  PQ1694
 PQ1694  STATE/COUNTY-  MN/NICOLLET
 PQ1694  USGS QUAD   -  MANKATO WEST (1993)
 PQ1694
 PQ1694                         *CURRENT SURVEY CONTROL
 PQ1694  ___________________________________________________________________
 PQ1694* NAD 83(1986)-  44 10 22.     (N)    094 02 53.     (W)     SCALED    
 PQ1694* NAVD 88     -       304.685  (meters)     999.62   (feet)  ADJUSTED  
 PQ1694  ___________________________________________________________________
 PQ1694  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 PQ1694  DYNAMIC HT  -         304.642 (meters)     999.48  (feet)  COMP
 PQ1694  MODELED GRAV-     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
 PQ1694.and adjusted by the National Geodetic Survey in June 1995..
 PQ1694
 PQ1694.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1698 ***********************************************************************
 PQ1698  DESIGNATION -  5203 P 1
 PQ1698  PID         -  PQ1698
 PQ1698  STATE/COUNTY-  MN/NICOLLET
 PQ1698  USGS QUAD   -  MANKATO WEST (1993)
 PQ1698
 PQ1698                         *CURRENT SURVEY CONTROL
 PQ1698  ___________________________________________________________________
 PQ1698* NAD 83(1986)-  44 10 06.     (N)    094 01 33.     (W)     SCALED    
 PQ1698* NAVD 88     -       237.880  (meters)     780.44   (feet)  ADJUSTED  
 PQ1698  ___________________________________________________________________
 PQ1698  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 PQ1698  DYNAMIC HT  -         237.846 (meters)     780.33  (feet)  COMP
 PQ1698  MODELED GRAV-     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
 PQ1698.and adjusted by the National Geodetic Survey in June 1995..
 PQ1698
 PQ1698.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1752 ***********************************************************************
 PQ1752  DESIGNATION -  5203 Q
 PQ1752  PID         -  PQ1752
 PQ1752  STATE/COUNTY-  MN/NICOLLET
 PQ1752  USGS QUAD   -  NICOLLET (1965)
 PQ1752
 PQ1752                         *CURRENT SURVEY CONTROL
 PQ1752  ___________________________________________________________________
 PQ1752* NAD 83(1986)-  44 16 04.     (N)    094 10 42.     (W)     SCALED    
 PQ1752* NAVD 88     -       300.579  (meters)     986.15   (feet)  ADJUSTED  
 PQ1752  ___________________________________________________________________
 PQ1752  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 PQ1752  DYNAMIC HT  -         300.533 (meters)     986.00  (feet)  COMP
 PQ1752  MODELED GRAV-     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
 PQ1752.and adjusted by the National Geodetic Survey in June 1995..
 PQ1752
 PQ1752.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1753 ***********************************************************************
 PQ1753  DESIGNATION -  5203 R
 PQ1753  PID         -  PQ1753
 PQ1753  STATE/COUNTY-  MN/NICOLLET
 PQ1753  USGS QUAD   -  NICOLLET (1965)
 PQ1753
 PQ1753                         *CURRENT SURVEY CONTROL
 PQ1753  ___________________________________________________________________
 PQ1753* NAD 83(1986)-  44 15 42.     (N)    094 10 23.     (W)     SCALED    
 PQ1753* NAVD 88     -       299.142  (meters)     981.43   (feet)  ADJUSTED  
 PQ1753  ___________________________________________________________________
 PQ1753  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 PQ1753  DYNAMIC HT  -         299.096 (meters)     981.28  (feet)  COMP
 PQ1753  MODELED GRAV-     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
 PQ1753.and adjusted by the National Geodetic Survey in June 1995..
 PQ1753
 PQ1753.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1754 ***********************************************************************
 PQ1754  DESIGNATION -  5203 S
 PQ1754  PID         -  PQ1754
 PQ1754  STATE/COUNTY-  MN/NICOLLET
 PQ1754  USGS QUAD   -  NICOLLET (1965)
 PQ1754
 PQ1754                         *CURRENT SURVEY CONTROL
 PQ1754  ___________________________________________________________________
 PQ1754* NAD 83(1986)-  44 15 19.     (N)    094 09 53.     (W)     SCALED    
 PQ1754* NAVD 88     -       300.577  (meters)     986.14   (feet)  ADJUSTED  
 PQ1754  ___________________________________________________________________
 PQ1754  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 PQ1754  DYNAMIC HT  -         300.531 (meters)     985.99  (feet)  COMP
 PQ1754  MODELED GRAV-     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
 PQ1754.and adjusted by the National Geodetic Survey in June 1995..
 PQ1754
 PQ1754.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1755 ***********************************************************************
 PQ1755  DESIGNATION -  5203 T
 PQ1755  PID         -  PQ1755
 PQ1755  STATE/COUNTY-  MN/NICOLLET
 PQ1755  USGS QUAD   -  JUDSON (1974)
 PQ1755
 PQ1755                         *CURRENT SURVEY CONTROL
 PQ1755  ___________________________________________________________________
 PQ1755* NAD 83(1986)-  44 14 55.     (N)    094 09 22.     (W)     SCALED    
 PQ1755* NAVD 88     -       299.416  (meters)     982.33   (feet)  ADJUSTED  
 PQ1755  ___________________________________________________________________
 PQ1755  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 PQ1755  DYNAMIC HT  -         299.370 (meters)     982.18  (feet)  COMP
 PQ1755  MODELED GRAV-     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
 PQ1755.and adjusted by the National Geodetic Survey in June 1995..
 PQ1755
 PQ1755.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1756 ***********************************************************************
 PQ1756  DESIGNATION -  5203 U
 PQ1756  PID         -  PQ1756
 PQ1756  STATE/COUNTY-  MN/NICOLLET
 PQ1756  USGS QUAD   -  JUDSON (1974)
 PQ1756
 PQ1756                         *CURRENT SURVEY CONTROL
 PQ1756  ___________________________________________________________________
 PQ1756* NAD 83(1986)-  44 14 39.     (N)    094 08 59.     (W)     SCALED    
 PQ1756* NAVD 88     -       301.297  (meters)     988.51   (feet)  ADJUSTED  
 PQ1756  ___________________________________________________________________
 PQ1756  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 PQ1756  DYNAMIC HT  -         301.251 (meters)     988.35  (feet)  COMP
 PQ1756  MODELED GRAV-     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
 PQ1756.and adjusted by the National Geodetic Survey in June 1995..
 PQ1756
 PQ1756.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1757 ***********************************************************************
 PQ1757  DESIGNATION -  5203 V
 PQ1757  PID         -  PQ1757
 PQ1757  STATE/COUNTY-  MN/NICOLLET
 PQ1757  USGS QUAD   -  JUDSON (1974)
 PQ1757
 PQ1757                         *CURRENT SURVEY CONTROL
 PQ1757  ___________________________________________________________________
 PQ1757* NAD 83(1986)-  44 14 21.     (N)    094 08 36.     (W)     SCALED    
 PQ1757* NAVD 88     -       304.647  (meters)     999.50   (feet)  ADJUSTED  
 PQ1757  ___________________________________________________________________
 PQ1757  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 PQ1757  DYNAMIC HT  -         304.601 (meters)     999.35  (feet)  COMP
 PQ1757  MODELED GRAV-     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
 PQ1757.and adjusted by the National Geodetic Survey in June 1995..
 PQ1757
 PQ1757.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1760 ***********************************************************************
 PQ1760  DESIGNATION -  5203 W
 PQ1760  PID         -  PQ1760
 PQ1760  STATE/COUNTY-  MN/NICOLLET
 PQ1760  USGS QUAD   -  JUDSON (1974)
 PQ1760
 PQ1760                         *CURRENT SURVEY CONTROL
 PQ1760  ___________________________________________________________________
 PQ1760* NAD 83(1996)-  44 13 57.65623(N)    094 08 05.21550(W)     ADJUSTED  
 PQ1760* NAVD 88     -       304.805  (meters)    1000.01   (feet)  ADJUSTED  
 PQ1760  ___________________________________________________________________
 PQ1760  X           -    -330,063.963 (meters)                     COMP
 PQ1760  Y           -  -4,565,762.142 (meters)                     COMP
 PQ1760  Z           -   4,426,846.195 (meters)                     COMP
 PQ1760  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 PQ1760  ELLIP HEIGHT-         276.70  (meters)          (07/31/03) GPS OBS
 PQ1760  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 PQ1760  DYNAMIC HT  -         304.758 (meters)     999.86  (feet)  COMP
 PQ1760  MODELED GRAV-     980,458.3   (mgal)                       NAVD 88
 PQ1760
 PQ1760  HORZ ORDER  -  FIRST
 PQ1760  VERT ORDER  -  SECOND    CLASS I
 PQ1760  ELLP ORDER  -  THIRD     CLASS II
 PQ1760
 PQ1760.The horizontal coordinates were established by GPS observations
 PQ1760.and adjusted by the MN DEPT OF TRANSP in July 2003..
 PQ1760
 PQ1760.The orthometric height was determined by differential leveling
 PQ1760.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 PQ1760
 PQ1760.The ellipsoidal height was determined by GPS observations
 PQ1760.and is referenced to NAD 83.
 PQ1760
 PQ1760.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 PQ1760;SPC MN S     -   236,973.863   789,232.706   MT  0.99993299   -0 05 40.1
 PQ1760;UTM  15      - 4,898,342.947   409,376.001   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  =   0.99988961
 PQ1760!UTM  15      -   0.99995662  x   0.99970100  =   0.99965763
 PQ1760
 PQ1760                          SUPERSEDED SURVEY CONTROL
 PQ1760
 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: 15TVJ0937698343(NAD 83)
 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 = OCTOBER  6, 2006
 PQ1761 ***********************************************************************
 PQ1761  DESIGNATION -  5203 X
 PQ1761  PID         -  PQ1761
 PQ1761  STATE/COUNTY-  MN/NICOLLET
 PQ1761  USGS QUAD   -  JUDSON (1974)
 PQ1761
 PQ1761                         *CURRENT SURVEY CONTROL
 PQ1761  ___________________________________________________________________
 PQ1761* NAD 83(1986)-  44 13 36.     (N)    094 07 39.     (W)     SCALED    
 PQ1761* NAVD 88     -       303.863  (meters)     996.92   (feet)  ADJUSTED  
 PQ1761  ___________________________________________________________________
 PQ1761  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 PQ1761  DYNAMIC HT  -         303.817 (meters)     996.77  (feet)  COMP
 PQ1761  MODELED GRAV-     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
 PQ1761.and adjusted by the National Geodetic Survey in June 1995..
 PQ1761
 PQ1761.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1762 ***********************************************************************
 PQ1762  DESIGNATION -  5203 Y
 PQ1762  PID         -  PQ1762
 PQ1762  STATE/COUNTY-  MN/NICOLLET
 PQ1762  USGS QUAD   -  MANKATO WEST (1993)
 PQ1762
 PQ1762                         *CURRENT SURVEY CONTROL
 PQ1762  ___________________________________________________________________
 PQ1762* NAD 83(1986)-  44 13 18.     (N)    094 07 17.     (W)     SCALED    
 PQ1762* NAVD 88     -       304.374  (meters)     998.60   (feet)  ADJUSTED  
 PQ1762  ___________________________________________________________________
 PQ1762  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 PQ1762  DYNAMIC HT  -         304.328 (meters)     998.45  (feet)  COMP
 PQ1762  MODELED GRAV-     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
 PQ1762.and adjusted by the National Geodetic Survey in June 1995..
 PQ1762
 PQ1762.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1766 ***********************************************************************
 PQ1766  DESIGNATION -  5203 Z
 PQ1766  PID         -  PQ1766
 PQ1766  STATE/COUNTY-  MN/NICOLLET
 PQ1766  USGS QUAD   -  MANKATO WEST (1993)
 PQ1766
 PQ1766                         *CURRENT SURVEY CONTROL
 PQ1766  ___________________________________________________________________
 PQ1766* NAD 83(1986)-  44 12 59.     (N)    094 06 54.     (W)     SCALED    
 PQ1766* NAVD 88     -       303.456  (meters)     995.59   (feet)  ADJUSTED  
 PQ1766  ___________________________________________________________________
 PQ1766  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 PQ1766  DYNAMIC HT  -         303.411 (meters)     995.44  (feet)  COMP
 PQ1766  MODELED GRAV-     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
 PQ1766.and adjusted by the National Geodetic Survey in June 1995..
 PQ1766
 PQ1766.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF6562 ***********************************************************************
 DF6562  DESIGNATION -  5204 B
 DF6562  PID         -  DF6562
 DF6562  STATE/COUNTY-  MN/NICOLLET
 DF6562  USGS QUAD   -  NEW ULM (1992)
 DF6562
 DF6562                         *CURRENT SURVEY CONTROL
 DF6562  ___________________________________________________________________
 DF6562* NAD 83(1996)-  44 20 39.40483(N)    094 25 45.82822(W)     ADJUSTED  
 DF6562* NAVD 88     -       308.8    (meters)    1013.     (feet)  GPS OBS   
 DF6562  ___________________________________________________________________
 DF6562  X           -    -352,868.094 (meters)                     COMP
 DF6562  Y           -  -4,555,374.167 (meters)                     COMP
 DF6562  Z           -   4,435,726.065 (meters)                     COMP
 DF6562  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 DF6562  ELLIP HEIGHT-         280.80  (meters)          (07/31/03) GPS OBS
 DF6562  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DF6562
 DF6562  HORZ ORDER  -  FIRST
 DF6562  ELLP ORDER  -  THIRD     CLASS II
 DF6562
 DF6562.The horizontal coordinates were established by GPS observations
 DF6562.and adjusted by the MN DEPT OF TRANSP in July 2003..
 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 DEFLEC99 derived deflections.
 DF6562
 DF6562.The ellipsoidal height was determined by GPS observations
 DF6562.and is referenced to NAD 83.
 DF6562
 DF6562.The geoid height was determined by GEOID03.
 DF6562
 DF6562;                    North         East     Units Scale Factor Converg.
 DF6562;SPC MN S     -   249,454.436   765,762.196   MT  0.99992579   -0 18 03.5
 DF6562;UTM  15      - 4,911,105.814   386,063.851   MT  0.99975965   -0 59 57.2
 DF6562
 DF6562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6562!SPC MN S     -   0.99995597  x   0.99992579  =   0.99988177
 DF6562!UTM  15      -   0.99995597  x   0.99975965  =   0.99971563
 DF6562
 DF6562                          SUPERSEDED SURVEY CONTROL
 DF6562
 DF6562.No superseded survey control is available for this station.
 DF6562
 DF6562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8606411106(NAD 83)
 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
 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0774 ***********************************************************************
 PQ0774  DESIGNATION -  5204 G
 PQ0774  PID         -  PQ0774
 PQ0774  STATE/COUNTY-  MN/NICOLLET
 PQ0774  USGS QUAD   -  LAFAYETTE (1964)
 PQ0774
 PQ0774                         *CURRENT SURVEY CONTROL
 PQ0774  ___________________________________________________________________
 PQ0774* NAD 83(1996)-  44 25 12.31266(N)    094 23 31.41213(W)     ADJUSTED  
 PQ0774* NAVD 88     -       308.10   (+/-2cm)    1010.8    (feet)  VERTCON   
 PQ0774  ___________________________________________________________________
 PQ0774  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 PQ0774  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 PQ0774
 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.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.The vertical order pertains to the NGVD 29 superseded value.
 PQ0774
 PQ0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0774
 PQ0774.The geoid height was determined by GEOID03.
 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;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     -   0.99995607  x   0.99992304  =   0.99987912
 PQ0774!UTM  15      -   0.99995607  x   0.99975102  =   0.99970710
 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_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 = OCTOBER  6, 2006
 PQ0772 ***********************************************************************
 PQ0772  DESIGNATION -  5204 H
 PQ0772  PID         -  PQ0772
 PQ0772  STATE/COUNTY-  MN/NICOLLET
 PQ0772  USGS QUAD   -  LAFAYETTE (1964)
 PQ0772
 PQ0772                         *CURRENT SURVEY CONTROL
 PQ0772  ___________________________________________________________________
 PQ0772* NAD 83(1996)-  44 26 05.18928(N)    094 23 30.92082(W)     ADJUSTED  
 PQ0772* NAVD 88     -       308.85   (+/-2cm)    1013.3    (feet)  VERTCON   
 PQ0772  ___________________________________________________________________
 PQ0772  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 PQ0772  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 PQ0772
 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.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.The vertical order pertains to the NGVD 29 superseded value.
 PQ0772
 PQ0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0772
 PQ0772.The geoid height was determined by GEOID03.
 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;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     -   0.99995595  x   0.99992271  =   0.99987867
 PQ0772!UTM  15      -   0.99995595  x   0.99975092  =   0.99970688
 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: 15TUK8922221106(NAD 83)
 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 = OCTOBER  6, 2006
 DF6563 ***********************************************************************
 DF6563  DESIGNATION -  5205 J
 DF6563  PID         -  DF6563
 DF6563  STATE/COUNTY-  MN/NICOLLET
 DF6563  USGS QUAD   -  NEW SWEDEN (1965)
 DF6563
 DF6563                         *CURRENT SURVEY CONTROL
 DF6563  ___________________________________________________________________
 DF6563* NAD 83(1996)-  44 26 47.26395(N)    094 12 02.08087(W)     ADJUSTED  
 DF6563* NAVD 88     -       299.26   (meters)     981.8    (feet)  LEVELING  
 DF6563  ___________________________________________________________________
 DF6563  X           -    -334,090.417 (meters)                     COMP
 DF6563  Y           -  -4,548,817.541 (meters)                     COMP
 DF6563  Z           -   4,443,832.928 (meters)                     COMP
 DF6563  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 DF6563  ELLIP HEIGHT-         271.27  (meters)          (07/31/03) GPS OBS
 DF6563  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DF6563
 DF6563  HORZ ORDER  -  FIRST
 DF6563  VERT ORDER  -  THIRD ?
 DF6563  ELLP ORDER  -  THIRD     CLASS II
 DF6563
 DF6563.The horizontal coordinates were established by GPS observations
 DF6563.and adjusted by the MN DEPT OF TRANSP in July 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6563
 DF6563.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6563
 DF6563.The ellipsoidal height was determined by GPS observations
 DF6563.and is referenced to NAD 83.
 DF6563
 DF6563.The geoid height was determined by GEOID03.
 DF6563
 DF6563;                    North         East     Units Scale Factor Converg.
 DF6563;SPC MN S     -   260,737.814   784,034.781   MT  0.99992250   -0 08 26.1
 DF6563;UTM  15      - 4,922,163.269   404,469.303   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  =   0.99987997
 DF6563!UTM  15      -   0.99995747  x   0.99971223  =   0.99966971
 DF6563
 DF6563                          SUPERSEDED SURVEY CONTROL
 DF6563
 DF6563.No superseded survey control is available for this station.
 DF6563
 DF6563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0446922163(NAD 83)
 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 - July 11, 2002
 DF6563_ROD/PIPE-DEPTH:  4.9 meters
 DF6563
 DF6563  HISTORY     - Date     Condition        Report By
 DF6563  HISTORY     - 1990     MONUMENTED       MNDT
 DF6563  HISTORY     - 20020711 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3320 ***********************************************************************
 AI3320  DESIGNATION -  5206 D
 AI3320  PID         -  AI3320
 AI3320  STATE/COUNTY-  MN/NICOLLET
 AI3320  USGS QUAD   -  NORTH STAR (1977)
 AI3320
 AI3320                         *CURRENT SURVEY CONTROL
 AI3320  ___________________________________________________________________
 AI3320* NAD 83(1986)-  44 17 24.     (N)    094 04 47.     (W)     SCALED    
 AI3320* NAVD 88     -       300.817  (meters)     986.93   (feet)  ADJUSTED  
 AI3320  ___________________________________________________________________
 AI3320  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AI3320  DYNAMIC HT  -         300.774 (meters)     986.79  (feet)  COMP
 AI3320  MODELED GRAV-     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
 AI3320.and adjusted by the National Geodetic Survey in June 2000..
 AI3320
 AI3320.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI3318 ***********************************************************************
 AI3318  DESIGNATION -  5206 F
 AI3318  PID         -  AI3318
 AI3318  STATE/COUNTY-  MN/NICOLLET
 AI3318  USGS QUAD   -  NORTH STAR (1977)
 AI3318
 AI3318                         *CURRENT SURVEY CONTROL
 AI3318  ___________________________________________________________________
 AI3318* NAD 83(1986)-  44 18 01.     (N)    094 02 24.     (W)     SCALED    
 AI3318* NAVD 88     -       299.561  (meters)     982.81   (feet)  ADJUSTED  
 AI3318  ___________________________________________________________________
 AI3318  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AI3318  DYNAMIC HT  -         299.518 (meters)     982.67  (feet)  COMP
 AI3318  MODELED GRAV-     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
 AI3318.and adjusted by the National Geodetic Survey in June 2000..
 AI3318
 AI3318.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1750 ***********************************************************************
 PQ1750  DESIGNATION -  5206 K
 PQ1750  PID         -  PQ1750
 PQ1750  STATE/COUNTY-  MN/NICOLLET
 PQ1750  USGS QUAD   -  NICOLLET (1965)
 PQ1750
 PQ1750                         *CURRENT SURVEY CONTROL
 PQ1750  ___________________________________________________________________
 PQ1750* NAD 83(1986)-  44 16 23.     (N)    094 11 13.     (W)     SCALED    
 PQ1750* NAVD 88     -       305.095  (meters)    1000.97   (feet)  ADJUSTED  
 PQ1750  ___________________________________________________________________
 PQ1750  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 PQ1750  DYNAMIC HT  -         305.049 (meters)    1000.81  (feet)  COMP
 PQ1750  MODELED GRAV-     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
 PQ1750.and adjusted by the National Geodetic Survey in June 1995..
 PQ1750
 PQ1750.The geoid height was determined by GEOID03.
 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.      785,080.      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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3317 ***********************************************************************
 AI3317  DESIGNATION -  5206 L
 AI3317  PID         -  AI3317
 AI3317  STATE/COUNTY-  MN/NICOLLET
 AI3317  USGS QUAD   -  NORTH STAR (1977)
 AI3317
 AI3317                         *CURRENT SURVEY CONTROL
 AI3317  ___________________________________________________________________
 AI3317* NAD 83(1986)-  44 18 35.     (N)    094 01 53.     (W)     SCALED    
 AI3317* NAVD 88     -       300.659  (meters)     986.41   (feet)  ADJUSTED  
 AI3317  ___________________________________________________________________
 AI3317  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AI3317  DYNAMIC HT  -         300.616 (meters)     986.27  (feet)  COMP
 AI3317  MODELED GRAV-     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
 AI3317.and adjusted by the National Geodetic Survey in June 2000..
 AI3317
 AI3317.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI3319 ***********************************************************************
 AI3319  DESIGNATION -  5206 M
 AI3319  PID         -  AI3319
 AI3319  STATE/COUNTY-  MN/NICOLLET
 AI3319  USGS QUAD   -  NORTH STAR (1977)
 AI3319
 AI3319                         *CURRENT SURVEY CONTROL
 AI3319  ___________________________________________________________________
 AI3319* NAD 83(1986)-  44 17 38.     (N)    094 03 51.     (W)     SCALED    
 AI3319* NAVD 88     -       298.534  (meters)     979.44   (feet)  ADJUSTED  
 AI3319  ___________________________________________________________________
 AI3319  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AI3319  DYNAMIC HT  -         298.491 (meters)     979.30  (feet)  COMP
 AI3319  MODELED GRAV-     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
 AI3319.and adjusted by the National Geodetic Survey in June 2000..
 AI3319
 AI3319.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI3321 ***********************************************************************
 AI3321  DESIGNATION -  5206 N
 AI3321  PID         -  AI3321
 AI3321  STATE/COUNTY-  MN/NICOLLET
 AI3321  USGS QUAD   -  NORTH STAR (1977)
 AI3321
 AI3321                         *CURRENT SURVEY CONTROL
 AI3321  ___________________________________________________________________
 AI3321* NAD 83(1986)-  44 17 04.     (N)    094 05 23.     (W)     SCALED    
 AI3321* NAVD 88     -       301.081  (meters)     987.80   (feet)  ADJUSTED  
 AI3321  ___________________________________________________________________
 AI3321  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AI3321  DYNAMIC HT  -         301.037 (meters)     987.65  (feet)  COMP
 AI3321  MODELED GRAV-     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
 AI3321.and adjusted by the National Geodetic Survey in June 2000..
 AI3321
 AI3321.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI3322 ***********************************************************************
 AI3322  DESIGNATION -  5206 P
 AI3322  PID         -  AI3322
 AI3322  STATE/COUNTY-  MN/NICOLLET
 AI3322  USGS QUAD   -  NORTH STAR (1977)
 AI3322
 AI3322                         *CURRENT SURVEY CONTROL
 AI3322  ___________________________________________________________________
 AI3322* NAD 83(1986)-  44 16 58.     (N)    094 06 34.     (W)     SCALED    
 AI3322* NAVD 88     -       299.305  (meters)     981.97   (feet)  ADJUSTED  
 AI3322  ___________________________________________________________________
 AI3322  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AI3322  DYNAMIC HT  -         299.261 (meters)     981.83  (feet)  COMP
 AI3322  MODELED GRAV-     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
 AI3322.and adjusted by the National Geodetic Survey in June 2000..
 AI3322
 AI3322.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI3323 ***********************************************************************
 AI3323  DESIGNATION -  5206 Q
 AI3323  PID         -  AI3323
 AI3323  STATE/COUNTY-  MN/NICOLLET
 AI3323  USGS QUAD   -  NICOLLET (1965)
 AI3323
 AI3323                         *CURRENT SURVEY CONTROL
 AI3323  ___________________________________________________________________
 AI3323* NAD 83(1986)-  44 16 59.     (N)    094 07 37.     (W)     SCALED    
 AI3323* NAVD 88     -       299.797  (meters)     983.58   (feet)  ADJUSTED  
 AI3323  ___________________________________________________________________
 AI3323  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AI3323  DYNAMIC HT  -         299.752 (meters)     983.44  (feet)  COMP
 AI3323  MODELED GRAV-     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
 AI3323.and adjusted by the National Geodetic Survey in June 2000..
 AI3323
 AI3323.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI3324 ***********************************************************************
 AI3324  DESIGNATION -  5206 R
 AI3324  PID         -  AI3324
 AI3324  STATE/COUNTY-  MN/NICOLLET
 AI3324  USGS QUAD   -  NICOLLET (1965)
 AI3324
 AI3324                         *CURRENT SURVEY CONTROL
 AI3324  ___________________________________________________________________
 AI3324* NAD 83(1986)-  44 16 54.     (N)    094 08 39.     (W)     SCALED    
 AI3324* NAVD 88     -       298.852  (meters)     980.48   (feet)  ADJUSTED  
 AI3324  ___________________________________________________________________
 AI3324  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AI3324  DYNAMIC HT  -         298.807 (meters)     980.34  (feet)  COMP
 AI3324  MODELED GRAV-     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
 AI3324.and adjusted by the National Geodetic Survey in June 2000..
 AI3324
 AI3324.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI3325 ***********************************************************************
 AI3325  DESIGNATION -  5206 S
 AI3325  PID         -  AI3325
 AI3325  STATE/COUNTY-  MN/NICOLLET
 AI3325  USGS QUAD   -  NICOLLET (1965)
 AI3325
 AI3325                         *CURRENT SURVEY CONTROL
 AI3325  ___________________________________________________________________
 AI3325* NAD 83(1986)-  44 16 49.     (N)    094 09 41.     (W)     SCALED    
 AI3325* NAVD 88     -       299.206  (meters)     981.64   (feet)  ADJUSTED  
 AI3325  ___________________________________________________________________
 AI3325  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AI3325  DYNAMIC HT  -         299.161 (meters)     981.50  (feet)  COMP
 AI3325  MODELED GRAV-     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
 AI3325.and adjusted by the National Geodetic Survey in June 2000..
 AI3325
 AI3325.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI3326 ***********************************************************************
 AI3326  DESIGNATION -  5206 T
 AI3326  PID         -  AI3326
 AI3326  STATE/COUNTY-  MN/NICOLLET
 AI3326  USGS QUAD   -  NICOLLET (1965)
 AI3326
 AI3326                         *CURRENT SURVEY CONTROL
 AI3326  ___________________________________________________________________
 AI3326* NAD 83(1986)-  44 16 33.     (N)    094 10 23.     (W)     SCALED    
 AI3326* NAVD 88     -       298.863  (meters)     980.52   (feet)  ADJUSTED  
 AI3326  ___________________________________________________________________
 AI3326  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AI3326  DYNAMIC HT  -         298.817 (meters)     980.37  (feet)  COMP
 AI3326  MODELED GRAV-     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
 AI3326.and adjusted by the National Geodetic Survey in June 2000..
 AI3326
 AI3326.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI3316 ***********************************************************************
 AI3316  DESIGNATION -  5206 U
 AI3316  PID         -  AI3316
 AI3316  STATE/COUNTY-  MN/NICOLLET
 AI3316  USGS QUAD   -  ST PETER (1991)
 AI3316
 AI3316                         *CURRENT SURVEY CONTROL
 AI3316  ___________________________________________________________________
 AI3316* NAD 83(1986)-  44 18 45.     (N)    093 58 42.     (W)     SCALED    
 AI3316* NAVD 88     -       276.538  (meters)     907.28   (feet)  ADJUSTED  
 AI3316  ___________________________________________________________________
 AI3316  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AI3316  DYNAMIC HT  -         276.497 (meters)     907.14  (feet)  COMP
 AI3316  MODELED GRAV-     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
 AI3316.and adjusted by the National Geodetic Survey in June 2000..
 AI3316
 AI3316.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ1751 ***********************************************************************
 PQ1751  DESIGNATION -  5208 A
 PQ1751  PID         -  PQ1751
 PQ1751  STATE/COUNTY-  MN/NICOLLET
 PQ1751  USGS QUAD   -  NICOLLET (1965)
 PQ1751
 PQ1751                         *CURRENT SURVEY CONTROL
 PQ1751  ___________________________________________________________________
 PQ1751* NAD 83(1986)-  44 17 00.     (N)    094 11 24.     (W)     SCALED    
 PQ1751* NAVD 88     -       303.468  (meters)     995.63   (feet)  ADJUSTED  
 PQ1751  ___________________________________________________________________
 PQ1751  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 PQ1751  DYNAMIC HT  -         303.421 (meters)     995.47  (feet)  COMP
 PQ1751  MODELED GRAV-     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
 PQ1751.and adjusted by the National Geodetic Survey in June 1995..
 PQ1751
 PQ1751.The geoid height was determined by GEOID03.
 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     -   242,610.      784,840.      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: 15TVK050040(NAD 83)
 PQ1751_MARKER: DB = BENCH MARK DISK
 PQ1751_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1751_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1751_STAMPING: 5208 A 1987
 PQ1751_MARK LOGO: MNDT  
 PQ1751_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1751+STABILITY: SURFACE MOTION
 PQ1751
 PQ1751  HISTORY     - Date     Condition        Report By
 PQ1751  HISTORY     - 1987     MONUMENTED       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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6564 ***********************************************************************
 DF6564  DESIGNATION -  5208 G
 DF6564  PID         -  DF6564
 DF6564  STATE/COUNTY-  MN/NICOLLET
 DF6564  USGS QUAD   -  NICOLLET (1965)
 DF6564
 DF6564                         *CURRENT SURVEY CONTROL
 DF6564  ___________________________________________________________________
 DF6564* NAD 83(1996)-  44 22 10.26671(N)    094 11 24.89568(W)     ADJUSTED  
 DF6564* NAVD 88     -       301.3    (meters)     989.     (feet)  GPS OBS   
 DF6564  ___________________________________________________________________
 DF6564  X           -    -333,707.644 (meters)                     COMP
 DF6564  Y           -  -4,554,846.341 (meters)                     COMP
 DF6564  Z           -   4,437,726.147 (meters)                     COMP
 DF6564  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 DF6564  ELLIP HEIGHT-         273.25  (meters)          (07/31/03) GPS OBS
 DF6564  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DF6564
 DF6564  HORZ ORDER  -  FIRST
 DF6564  ELLP ORDER  -  THIRD     CLASS II
 DF6564
 DF6564.The horizontal coordinates were established by GPS observations
 DF6564.and adjusted by the MN DEPT OF TRANSP in July 2003..
 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 DEFLEC99 derived deflections.
 DF6564
 DF6564.The ellipsoidal height was determined by GPS observations
 DF6564.and is referenced to NAD 83.
 DF6564
 DF6564.The geoid height was determined by GEOID03.
 DF6564
 DF6564;                    North         East     Units Scale Factor Converg.
 DF6564;SPC MN S     -   252,186.529   784,837.047   MT  0.99992468   -0 08 00.1
 DF6564;UTM  15      - 4,913,604.640   405,166.950   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  =   0.99988184
 DF6564!UTM  15      -   0.99995716  x   0.99971060  =   0.99966777
 DF6564
 DF6564                          SUPERSEDED SURVEY CONTROL
 DF6564
 DF6564.No superseded survey control is available for this station.
 DF6564
 DF6564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0516713605(NAD 83)
 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_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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6565 ***********************************************************************
 DF6565  DESIGNATION -  5208 I
 DF6565  PID         -  DF6565
 DF6565  STATE/COUNTY-  MN/NICOLLET
 DF6565  USGS QUAD   -  NEW SWEDEN (1965)
 DF6565
 DF6565                         *CURRENT SURVEY CONTROL
 DF6565  ___________________________________________________________________
 DF6565* NAD 83(1996)-  44 23 55.35958(N)    094 11 26.00940(W)     ADJUSTED  
 DF6565* NAVD 88     -       301.62   (meters)     989.6    (feet)  LEVELING  
 DF6565  ___________________________________________________________________
 DF6565  X           -    -333,566.448 (meters)                     COMP
 DF6565  Y           -  -4,552,581.805 (meters)                     COMP
 DF6565  Z           -   4,440,044.784 (meters)                     COMP
 DF6565  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 DF6565  ELLIP HEIGHT-         273.62  (meters)          (07/31/03) GPS OBS
 DF6565  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DF6565
 DF6565  HORZ ORDER  -  FIRST
 DF6565  VERT ORDER  -  THIRD ?
 DF6565  ELLP ORDER  -  THIRD     CLASS II
 DF6565
 DF6565.The horizontal coordinates were established by GPS observations
 DF6565.and adjusted by the MN DEPT OF TRANSP in July 2003..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6565
 DF6565.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6565
 DF6565.The ellipsoidal height was determined by GPS observations
 DF6565.and is referenced to NAD 83.
 DF6565
 DF6565.The geoid height was determined by GEOID03.
 DF6565
 DF6565;                    North         East     Units Scale Factor Converg.
 DF6565;SPC MN S     -   255,430.190   784,819.951   MT  0.99992364   -0 08 00.8
 DF6565;UTM  15      - 4,916,847.576   405,189.437   MT  0.99971055   -0 49 58.9
 DF6565
 DF6565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6565!SPC MN S     -   0.99995710  x   0.99992364  =   0.99988074
 DF6565!UTM  15      -   0.99995710  x   0.99971055  =   0.99966766
 DF6565
 DF6565                          SUPERSEDED SURVEY CONTROL
 DF6565
 DF6565.No superseded survey control is available for this station.
 DF6565
 DF6565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0518916848(NAD 83)
 DF6565_MARKER: DB = BENCH MARK DISK
 DF6565_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 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
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC4890 ***********************************************************************
 AC4890  CBN         -  This is a Cooperative Base Network Control Station.
 AC4890  DESIGNATION -  5208 K
 AC4890  PID         -  AC4890
 AC4890  STATE/COUNTY-  MN/NICOLLET
 AC4890  USGS QUAD   -  NICOLLET (1965)
 AC4890
 AC4890                         *CURRENT SURVEY CONTROL
 AC4890  ___________________________________________________________________
 AC4890* NAD 83(1996)-  44 20 08.20068(N)    094 11 25.40073(W)     ADJUSTED  
 AC4890* NAVD 88     -       299.40   (meters)     982.3    (feet)  LEVELING  
 AC4890  ___________________________________________________________________
 AC4890  X           -    -333,911.169 (meters)                     COMP
 AC4890  Y           -  -4,557,471.168 (meters)                     COMP
 AC4890  Z           -   4,435,030.581 (meters)                     COMP
 AC4890  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AC4890  ELLIP HEIGHT-         271.36  (meters)          (01/15/97) GPS OBS
 AC4890  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AC4890
 AC4890  HORZ ORDER  -  B
 AC4890  VERT ORDER  -  THIRD ?
 AC4890  ELLP ORDER  -  FOURTH    CLASS I
 AC4890
 AC4890.The horizontal coordinates were established by GPS observations
 AC4890.and adjusted by the National Geodetic Survey in January 1997..
 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.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4890
 AC4890.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4890
 AC4890.The ellipsoidal height was determined by GPS observations
 AC4890.and is referenced to NAD 83.
 AC4890
 AC4890.The geoid height was determined by GEOID03.
 AC4890
 AC4890;                    North         East     Units Scale Factor Converg.
 AC4890;SPC MN S     -   248,419.104   784,817.090   MT  0.99992621   -0 08 00.4
 AC4890;UTM  15      - 4,909,838.548   405,101.063   MT  0.99971075   -0 49 55.1
 AC4890
 AC4890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4890!SPC MN S     -   0.99995745  x   0.99992621  =   0.99988367
 AC4890!UTM  15      -   0.99995745  x   0.99971075  =   0.99966822
 AC4890
 AC4890                          SUPERSEDED SURVEY CONTROL
 AC4890
 AC4890.No superseded survey control is available for this station.
 AC4890
 AC4890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0510109839(NAD 83)
 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 - November 03, 2005
 AC4890_ROD/PIPE-DEPTH:  9.1 meters
 AC4890
 AC4890  HISTORY     - Date     Condition        Report By
 AC4890  HISTORY     - 1990     MONUMENTED       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
 AC4890                          STATION DESCRIPTION
 AC4890
 AC4890'DESCRIBED 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
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6566 ***********************************************************************
 DF6566  DESIGNATION -  5209 N
 DF6566  PID         -  DF6566
 DF6566  STATE/COUNTY-  MN/NICOLLET
 DF6566  USGS QUAD   -  LE SUEUR (1979)
 DF6566
 DF6566                         *CURRENT SURVEY CONTROL
 DF6566  ___________________________________________________________________
 DF6566* NAD 83(1996)-  44 26 59.28268(N)    093 56 28.84121(W)     ADJUSTED  
 DF6566* NAVD 88     -       230.0    (meters)     755.     (feet)  GPS OBS   
 DF6566  ___________________________________________________________________
 DF6566  X           -    -313,484.800 (meters)                     COMP
 DF6566  Y           -  -4,549,973.947 (meters)                     COMP
 DF6566  Z           -   4,444,049.171 (meters)                     COMP
 DF6566  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 DF6566  ELLIP HEIGHT-         201.86  (meters)          (07/31/03) GPS OBS
 DF6566  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 DF6566
 DF6566  HORZ ORDER  -  FIRST
 DF6566  ELLP ORDER  -  THIRD     CLASS II
 DF6566
 DF6566.The horizontal coordinates were established by GPS observations
 DF6566.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF6566
 DF6566.The orthometric height was determined by GPS observations and a
 DF6566.high-resolution geoid model.
 DF6566
 DF6566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6566
 DF6566.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6566
 DF6566.The ellipsoidal height was determined by GPS observations
 DF6566.and is referenced to NAD 83.
 DF6566
 DF6566.The geoid height was determined by GEOID03.
 DF6566
 DF6566;                    North         East     Units Scale Factor Converg.
 DF6566;SPC MN S     -   261,090.854   804,668.462   MT  0.99992244   +0 02 28.0
 DF6566;UTM  15      - 4,922,264.083   425,100.955   MT  0.99966899   -0 39 33.3
 DF6566
 DF6566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6566!SPC MN S     -   0.99996835  x   0.99992244  =   0.99989079
 DF6566!UTM  15      -   0.99996835  x   0.99966899  =   0.99963735
 DF6566
 DF6566                          SUPERSEDED SURVEY CONTROL
 DF6566
 DF6566.No superseded survey control is available for this station.
 DF6566
 DF6566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2510122264(NAD 83)
 DF6566_MARKER: DB = BENCH MARK DISK
 DF6566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6566_STAMPING: 5209 N 1966
 DF6566_MARK LOGO: MNDT  
 DF6566_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF6566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6566+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 DF6566
 DF6566  HISTORY     - Date     Condition        Report By
 DF6566  HISTORY     - 1966     MONUMENTED       MNDT
 DF6566  HISTORY     - 20020711 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1702 ***********************************************************************
 PQ1702  DESIGNATION -  5211 A
 PQ1702  PID         -  PQ1702
 PQ1702  STATE/COUNTY-  MN/NICOLLET
 PQ1702  USGS QUAD   -  MANKATO WEST (1993)
 PQ1702
 PQ1702                         *CURRENT SURVEY CONTROL
 PQ1702  ___________________________________________________________________
 PQ1702* NAD 83(1986)-  44 10 32.     (N)    094 00 16.     (W)     SCALED    
 PQ1702* NAVD 88     -       234.053  (meters)     767.89   (feet)  ADJUSTED  
 PQ1702  ___________________________________________________________________
 PQ1702  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 PQ1702  DYNAMIC HT  -         234.019 (meters)     767.78  (feet)  COMP
 PQ1702  MODELED GRAV-     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
 PQ1702.and adjusted by the National Geodetic Survey in June 1995..
 PQ1702
 PQ1702.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 PQ0700 ***********************************************************************
 PQ0700  DESIGNATION -  5211 F
 PQ0700  PID         -  PQ0700
 PQ0700  STATE/COUNTY-  MN/NICOLLET
 PQ0700  USGS QUAD   -  MANKATO WEST (1993)
 PQ0700
 PQ0700                         *CURRENT SURVEY CONTROL
 PQ0700  ___________________________________________________________________
 PQ0700* NAD 83(1996)-  44 14 09.49585(N)    094 01 39.06810(W)     ADJUSTED  
 PQ0700* NAVD 88     -       236.08   (+/-2cm)     774.5    (feet)  VERTCON   
 PQ0700  ___________________________________________________________________
 PQ0700  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 PQ0700  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 PQ0700
 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.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.The vertical order pertains to the NGVD 29 superseded value.
 PQ0700
 PQ0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0700
 PQ0700.The geoid height was determined by GEOID03.
 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;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: 15TVJ1794798595(NAD 83)
 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 = OCTOBER  6, 2006
 PQ0672 ***********************************************************************
 PQ0672  DESIGNATION -  5211 J
 PQ0672  PID         -  PQ0672
 PQ0672  STATE/COUNTY-  MN/NICOLLET
 PQ0672  USGS QUAD   -  NORTH STAR (1977)
 PQ0672
 PQ0672                         *CURRENT SURVEY CONTROL
 PQ0672  ___________________________________________________________________
 PQ0672* NAD 83(1996)-  44 17 07.10003(N)    094 00 18.25992(W)     ADJUSTED  
 PQ0672* NAVD 88     -       235.34   (+/-2cm)     772.1    (feet)  VERTCON   
 PQ0672  ___________________________________________________________________
 PQ0672  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 PQ0672  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 PQ0672
 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.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.The vertical order pertains to the NGVD 29 superseded value.
 PQ0672
 PQ0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0672
 PQ0672.The geoid height was determined by GEOID03.
 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;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     -   0.99996752  x   0.99992912  =   0.99989664
 PQ0672!UTM  15      -   0.99996752  x   0.99967909  =   0.99964662
 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_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 = OCTOBER  6, 2006
 PQ1703 ***********************************************************************
 PQ1703  DESIGNATION -  5211 L
 PQ1703  PID         -  PQ1703
 PQ1703  STATE/COUNTY-  MN/NICOLLET
 PQ1703  USGS QUAD   -  MANKATO WEST (1993)
 PQ1703
 PQ1703                         *CURRENT SURVEY CONTROL
 PQ1703  ___________________________________________________________________
 PQ1703* NAD 83(1986)-  44 10 55.     (N)    094 00 26.     (W)     SCALED    
 PQ1703* NAVD 88     -       237.252  (meters)     778.38   (feet)  ADJUSTED  
 PQ1703  ___________________________________________________________________
 PQ1703  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 PQ1703  DYNAMIC HT  -         237.218 (meters)     778.27  (feet)  COMP
 PQ1703  MODELED GRAV-     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
 PQ1703.and adjusted by the National Geodetic Survey in June 1995..
 PQ1703
 PQ1703.The geoid height was determined by GEOID03.
 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_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
 PQ1703  HISTORY     - Date     Condition        Report By
 PQ1703  HISTORY     - 1986     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1700 ***********************************************************************
 PQ1700  DESIGNATION -  5212 A
 PQ1700  PID         -  PQ1700
 PQ1700  STATE/COUNTY-  MN/NICOLLET
 PQ1700  USGS QUAD   -  MANKATO WEST (1993)
 PQ1700
 PQ1700                         *CURRENT SURVEY CONTROL
 PQ1700  ___________________________________________________________________
 PQ1700* NAD 83(1986)-  44 10 12.     (N)    094 00 19.     (W)     SCALED    
 PQ1700* NAVD 88     -       241.174  (meters)     791.25   (feet)  ADJUSTED  
 PQ1700  ___________________________________________________________________
 PQ1700  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 PQ1700  DYNAMIC HT  -         241.140 (meters)     791.14  (feet)  COMP
 PQ1700  MODELED GRAV-     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
 PQ1700.and adjusted by the National Geodetic Survey in June 1995..
 PQ1700
 PQ1700.The geoid height was determined by GEOID03.
 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_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
 PQ1700  HISTORY     - Date     Condition        Report By
 PQ1700  HISTORY     - 1986     MONUMENTED       MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1701 ***********************************************************************
 PQ1701  DESIGNATION -  5212 B
 PQ1701  PID         -  PQ1701
 PQ1701  STATE/COUNTY-  MN/BLUE EARTH
 PQ1701  USGS QUAD   -  MANKATO WEST (1993)
 PQ1701
 PQ1701                         *CURRENT SURVEY CONTROL
 PQ1701  ___________________________________________________________________
 PQ1701* NAD 83(1986)-  44 10 06.     (N)    094 00 07.     (W)     SCALED    
 PQ1701* NAVD 88     -       242.935  (meters)     797.03   (feet)  ADJUSTED  
 PQ1701  ___________________________________________________________________
 PQ1701  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 PQ1701  DYNAMIC HT  -         242.900 (meters)     796.91  (feet)  COMP
 PQ1701  MODELED GRAV-     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
 PQ1701.and adjusted by the National Geodetic Survey in June 1995..
 PQ1701
 PQ1701.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 DF5942 ***********************************************************************
 DF5942  DESIGNATION -  53
 DF5942  PID         -  DF5942
 DF5942  STATE/COUNTY-  MN/PINE
 DF5942  USGS QUAD   -  DUXBURY (1981)
 DF5942
 DF5942                         *CURRENT SURVEY CONTROL
 DF5942  ___________________________________________________________________
 DF5942* NAD 83(1996)-  46 11 10.34619(N)    092 31 52.60036(W)     ADJUSTED  
 DF5942* NAVD 88     -       343.1    (meters)    1126.     (feet)  GPS OBS   
 DF5942  ___________________________________________________________________
 DF5942  X           -    -195,368.449 (meters)                     COMP
 DF5942  Y           -  -4,419,310.925 (meters)                     COMP
 DF5942  Z           -   4,579,829.306 (meters)                     COMP
 DF5942  LAPLACE CORR-           5.99  (seconds)                    DEFLEC99
 DF5942  ELLIP HEIGHT-         316.35  (meters)          (05/27/03) GPS OBS
 DF5942  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DF5942
 DF5942  HORZ ORDER  -  FIRST
 DF5942  ELLP ORDER  -  THIRD     CLASS I
 DF5942
 DF5942.The horizontal coordinates were established by GPS observations
 DF5942.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5942
 DF5942.The orthometric height was determined by GPS observations and a
 DF5942.high-resolution geoid model.
 DF5942
 DF5942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5942
 DF5942.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5942
 DF5942.The ellipsoidal height was determined by GPS observations
 DF5942.and is referenced to NAD 83.
 DF5942
 DF5942.The geoid height was determined by GEOID03.
 DF5942
 DF5942;                    North         East     Units Scale Factor Converg.
 DF5942;SPC MN C     -   233,281.582   932,670.254   MT  0.99992538   +1 14 35.9
 DF5942;UTM  15      - 5,114,843.503   536,172.281   MT  0.99961608   +0 20 17.6
 DF5942
 DF5942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5942!SPC MN C     -   0.99995041  x   0.99992538  =   0.99987579
 DF5942!UTM  15      -   0.99995041  x   0.99961608  =   0.99956651
 DF5942
 DF5942                          SUPERSEDED SURVEY CONTROL
 DF5942
 DF5942.No superseded survey control is available for this station.
 DF5942
 DF5942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3617214844(NAD 83)
 DF5942_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5942_STAMPING: NO 53
 DF5942_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5942+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5942
 DF5942  HISTORY     - Date     Condition        Report By
 DF5942  HISTORY     - 1999     MONUMENTED       MN-115
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4014 ***********************************************************************
 DH4014  DESIGNATION -  5302 B
 DH4014  PID         -  DH4014
 DH4014  STATE/COUNTY-  MN/NOBLES
 DH4014  USGS QUAD   -  READING (1976)
 DH4014
 DH4014                         *CURRENT SURVEY CONTROL
 DH4014  ___________________________________________________________________
 DH4014* NAD 83(1996)-  43 37 52.00498(N)    095 37 59.69627(W)     ADJUSTED  
 DH4014* NAVD 88     -       490.5    (meters)    1609.     (feet)  GPS OBS   
 DH4014  ___________________________________________________________________
 DH4014  X           -    -453,912.296 (meters)                     COMP
 DH4014  Y           -  -4,601,856.690 (meters)                     COMP
 DH4014  Z           -   4,378,837.002 (meters)                     COMP
 DH4014  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 DH4014  ELLIP HEIGHT-         463.94  (meters)          (04/27/05) GPS OBS
 DH4014  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DH4014
 DH4014  HORZ ORDER  -  FIRST
 DH4014  ELLP ORDER  -  FOURTH    CLASS I
 DH4014
 DH4014.The horizontal coordinates were established by GPS observations
 DH4014.and adjusted by the MN DEPT OF TRANSP in April 2005..
 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 DEFLEC99 derived deflections.
 DH4014
 DH4014.The ellipsoidal height was determined by GPS observations
 DH4014.and is referenced to NAD 83.
 DH4014
 DH4014.The geoid height was determined by GEOID03.
 DH4014
 DH4014;                    North         East     Units Scale Factor Converg.
 DH4014;SPC MN S     -   171,442.409   668,198.393   MT  1.00003646   -1 08 41.2
 DH4014;UTM  15      - 4,834,272.111   287,574.286   MT  1.00015508   -1 49 03.5
 DH4014
 DH4014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4014!SPC MN S     -   0.99992725  x   1.00003646  =   0.99996371
 DH4014!UTM  15      -   0.99992725  x   1.00015508  =   1.00008232
 DH4014
 DH4014                          SUPERSEDED SURVEY CONTROL
 DH4014
 DH4014.No superseded survey control is available for this station.
 DH4014
 DH4014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8757434272(NAD 83)
 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 = OCTOBER  6, 2006
 OP0672 ***********************************************************************
 OP0672  DESIGNATION -  5302 D
 OP0672  PID         -  OP0672
 OP0672  STATE/COUNTY-  MN/NOBLES
 OP0672  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0672
 OP0672                         *CURRENT SURVEY CONTROL
 OP0672  ___________________________________________________________________
 OP0672* NAD 83(1986)-  43 37 52.     (N)    095 36 51.     (W)     SCALED    
 OP0672* NAVD 88     -       486.756  (meters)    1596.97   (feet)  ADJUSTED  
 OP0672  ___________________________________________________________________
 OP0672  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 OP0672  DYNAMIC HT  -         486.643 (meters)    1596.59  (feet)  COMP
 OP0672  MODELED GRAV-     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
 OP0672.and adjusted by the National Geodetic Survey in June 1991..
 OP0672
 OP0672.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0673 ***********************************************************************
 OP0673  DESIGNATION -  5302 F
 OP0673  PID         -  OP0673
 OP0673  STATE/COUNTY-  MN/NOBLES
 OP0673  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0673
 OP0673                         *CURRENT SURVEY CONTROL
 OP0673  ___________________________________________________________________
 OP0673* NAD 83(1986)-  43 37 51.     (N)    095 35 35.     (W)     SCALED    
 OP0673* NAVD 88     -       481.134  (meters)    1578.52   (feet)  ADJUSTED  
 OP0673  ___________________________________________________________________
 OP0673  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 OP0673  DYNAMIC HT  -         481.024 (meters)    1578.16  (feet)  COMP
 OP0673  MODELED GRAV-     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
 OP0673.and adjusted by the National Geodetic Survey in June 1991..
 OP0673
 OP0673.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0693 ***********************************************************************
 OP0693  DESIGNATION -  5302 G
 OP0693  PID         -  OP0693
 OP0693  STATE/COUNTY-  MN/NOBLES
 OP0693  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0693
 OP0693                         *CURRENT SURVEY CONTROL
 OP0693  ___________________________________________________________________
 OP0693* NAD 83(1996)-  43 37 52.81075(N)    095 34 48.94582(W)     ADJUSTED  
 OP0693* NAVD 88     -       481.619  (meters)    1580.11   (feet)  ADJUSTED  
 OP0693  ___________________________________________________________________
 OP0693  X           -    -449,654.078 (meters)                     COMP
 OP0693  Y           -  -4,602,250.952 (meters)                     COMP
 OP0693  Z           -   4,378,848.813 (meters)                     COMP
 OP0693  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 OP0693  ELLIP HEIGHT-         454.97  (meters)          (06/14/00) GPS OBS
 OP0693  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 OP0693  DYNAMIC HT  -         481.509 (meters)    1579.75  (feet)  COMP
 OP0693  MODELED GRAV-     980,374.2   (mgal)                       NAVD 88
 OP0693
 OP0693  HORZ ORDER  -  FIRST
 OP0693  VERT ORDER  -  SECOND    CLASS I
 OP0693  ELLP ORDER  -  FOURTH    CLASS I
 OP0693
 OP0693.The horizontal coordinates were established by GPS observations
 OP0693.and adjusted by the National Geodetic Survey in June 2000..
 OP0693
 OP0693.The orthometric height was determined by differential leveling
 OP0693.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP0693
 OP0693.The ellipsoidal height was determined by GPS observations
 OP0693.and is referenced to NAD 83.
 OP0693
 OP0693.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0693;SPC MN S     -   171,383.225   672,474.270   MT  1.00003640   -1 06 27.5
 OP0693;UTM  15      - 4,834,162.685   291,849.632   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 05.5
 OP0693:UTM  15      -  5306 B                                   176 34 29.8
 OP0693
 OP0693|---------------------------------------------------------------------|
 OP0693| PID    Reference Object                     Distance      Geod. Az  |
 OP0693|                                                           dddmmss.s |
 OP0693| OP0691 5306 B                              405.641 METERS 1744738.0 |
 OP0693|---------------------------------------------------------------------|
 OP0693
 OP0693                          SUPERSEDED SURVEY CONTROL
 OP0693
 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: 15TTJ9185034163(NAD 83)
 OP0693_MARKER: DB = BENCH MARK DISK
 OP0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0693_STAMPING: 5302 G 1966
 OP0693_MARK LOGO: MNHD  
 OP0693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0693+STABILITY: SURFACE MOTION
 OP0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0693+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2004
 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     - 20040929 GOOD             MNDT
 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 (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,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0697 ***********************************************************************
 OP0697  DESIGNATION -  5304 A
 OP0697  PID         -  OP0697
 OP0697  STATE/COUNTY-  MN/NOBLES
 OP0697  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0697
 OP0697                         *CURRENT SURVEY CONTROL
 OP0697  ___________________________________________________________________
 OP0697* NAD 83(1986)-  43 38 42.     (N)    095 35 37.     (W)     SCALED    
 OP0697* NAVD 88     -       478.805  (meters)    1570.88   (feet)  ADJUSTED  
 OP0697  ___________________________________________________________________
 OP0697  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 OP0697  DYNAMIC HT  -         478.696 (meters)    1570.52  (feet)  COMP
 OP0697  MODELED GRAV-     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
 OP0697.and adjusted by the National Geodetic Survey in June 1991..
 OP0697
 OP0697.The geoid height was determined by GEOID03.
 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.      671,430.      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_MARKER: DD = SURVEY 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_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0697+STABILITY: SURFACE MOTION
 OP0697
 OP0697  HISTORY     - Date     Condition        Report By
 OP0697  HISTORY     - 1955     MONUMENTED       MNDT
 OP0697  HISTORY     - 1975     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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9569 ***********************************************************************
 DE9569  DESIGNATION -  5304 M
 DE9569  PID         -  DE9569
 DE9569  STATE/COUNTY-  MN/NOBLES
 DE9569  USGS QUAD   -  FULDA (1970)
 DE9569
 DE9569                         *CURRENT SURVEY CONTROL
 DE9569  ___________________________________________________________________
 DE9569* NAD 83(1996)-  43 50 51.31908(N)    095 35 33.05845(W)     ADJUSTED  
 DE9569* NAVD 88     -       458.8    (meters)    1505.     (feet)  GPS OBS   
 DE9569  ___________________________________________________________________
 DE9569  X           -    -449,017.723 (meters)                     COMP
 DE9569  Y           -  -4,585,604.256 (meters)                     COMP
 DE9569  Z           -   4,396,193.631 (meters)                     COMP
 DE9569  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 DE9569  ELLIP HEIGHT-         432.11  (meters)          (01/17/03) GPS OBS
 DE9569  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DE9569
 DE9569  HORZ ORDER  -  FIRST
 DE9569  ELLP ORDER  -  THIRD     CLASS I
 DE9569
 DE9569.The horizontal coordinates were established by GPS observations
 DE9569.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9569
 DE9569.The orthometric height was determined by GPS observations and a
 DE9569.high-resolution geoid model.
 DE9569
 DE9569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9569
 DE9569.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9569
 DE9569.The ellipsoidal height was determined by GPS observations
 DE9569.and is referenced to NAD 83.
 DE9569
 DE9569.The geoid height was determined by GEOID03.
 DE9569
 DE9569;                    North         East     Units Scale Factor Converg.
 DE9569;SPC MN S     -   195,425.285   671,953.621   MT  0.99998670   -1 06 58.5
 DE9569;UTM  15      - 4,858,212.180   291,613.011   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.No superseded survey control is available for this station.
 DE9569
 DE9569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9161358212(NAD 83)
 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: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9569+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003
 DE9569
 DE9569  HISTORY     - Date     Condition        Report By
 DE9569  HISTORY     - 1955     MONUMENTED       MNDT
 DE9569  HISTORY     - 20000401 GOOD             MNDT
 DE9569  HISTORY     - 20030310 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5695 ***********************************************************************
 AI5695  DESIGNATION -  5305 A
 AI5695  PID         -  AI5695
 AI5695  STATE/COUNTY-  MN/NOBLES
 AI5695  USGS QUAD   -  BIGELOW (1976)
 AI5695
 AI5695                         *CURRENT SURVEY CONTROL
 AI5695  ___________________________________________________________________
 AI5695* NAD 83(1996)-  43 31 09.73926(N)    095 41 03.26294(W)     ADJUSTED  
 AI5695* NAVD 88     -       496.32   (meters)    1628.3    (feet)  LEVELING  
 AI5695  ___________________________________________________________________
 AI5695  X           -    -458,855.642 (meters)                     COMP
 AI5695  Y           -  -4,609,971.225 (meters)                     COMP
 AI5695  Z           -   4,369,846.174 (meters)                     COMP
 AI5695  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AI5695  ELLIP HEIGHT-         469.72  (meters)          (06/14/00) GPS OBS
 AI5695  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AI5695
 AI5695  HORZ ORDER  -  FIRST
 AI5695  VERT ORDER  -  THIRD ?
 AI5695  ELLP ORDER  -  FOURTH    CLASS I
 AI5695
 AI5695.The horizontal coordinates were established by GPS observations
 AI5695.and adjusted by the National Geodetic Survey in June 2000..
 AI5695
 AI5695.The orthometric height was determined by differential leveling.
 AI5695.The vertical network tie was performed by a horz. field party for horz.
 AI5695.obs reductions. Reset procedures were used to establish the elevation.
 AI5695
 AI5695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5695
 AI5695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5695
 AI5695.The ellipsoidal height was determined by GPS observations
 AI5695.and is referenced to NAD 83.
 AI5695
 AI5695.The geoid height was determined by GEOID03.
 AI5695
 AI5695;                    North         East     Units Scale Factor Converg.
 AI5695;SPC MN S     -   159,113.094   663,828.271   MT  1.00006763   -1 10 49.9
 AI5695;UTM  15      - 4,821,993.383   283,059.616   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  =   0.99999397
 AI5695!UTM  15      -   0.99992635  x   1.00017894  =   1.00010527
 AI5695
 AI5695                          SUPERSEDED SURVEY CONTROL
 AI5695
 AI5695.No superseded survey control is available for this station.
 AI5695
 AI5695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8306021993(NAD 83)
 AI5695_MARKER: DB = BENCH MARK DISK
 AI5695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5695_STAMPING: 5305 A 1948
 AI5695_MARK LOGO: MNHD  
 AI5695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5695+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1998
 AI5695
 AI5695  HISTORY     - Date     Condition        Report By
 AI5695  HISTORY     - 1948     MONUMENTED       MNDT
 AI5695  HISTORY     - 19981117 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5696 ***********************************************************************
 AI5696  DESIGNATION -  5305 B
 AI5696  PID         -  AI5696
 AI5696  STATE/COUNTY-  MN/NOBLES
 AI5696  USGS QUAD   -  BIGELOW (1976)
 AI5696
 AI5696                         *CURRENT SURVEY CONTROL
 AI5696  ___________________________________________________________________
 AI5696* NAD 83(1996)-  43 32 48.90713(N)    095 39 58.90292(W)     ADJUSTED  
 AI5696* NAVD 88     -       505.13   (meters)    1657.2    (feet)  LEVELING  
 AI5696  ___________________________________________________________________
 AI5696  X           -    -457,209.667 (meters)                     COMP
 AI5696  Y           -  -4,608,022.664 (meters)                     COMP
 AI5696  Z           -   4,372,071.202 (meters)                     COMP
 AI5696  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 AI5696  ELLIP HEIGHT-         478.52  (meters)          (06/14/00) GPS OBS
 AI5696  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AI5696
 AI5696  HORZ ORDER  -  FIRST
 AI5696  VERT ORDER  -  THIRD ?
 AI5696  ELLP ORDER  -  FOURTH    CLASS I
 AI5696
 AI5696.The horizontal coordinates were established by GPS observations
 AI5696.and adjusted by the National Geodetic Survey in June 2000..
 AI5696
 AI5696.The orthometric height was determined by differential leveling.
 AI5696.The vertical network tie was performed by a horz. field party for horz.
 AI5696.obs reductions. Reset procedures were used to establish the elevation.
 AI5696
 AI5696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5696
 AI5696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5696
 AI5696.The ellipsoidal height was determined by GPS observations
 AI5696.and is referenced to NAD 83.
 AI5696
 AI5696.The geoid height was determined by GEOID03.
 AI5696
 AI5696;                    North         East     Units Scale Factor Converg.
 AI5696;SPC MN S     -   162,143.546   665,335.888   MT  1.00005960   -1 10 04.8
 AI5696;UTM  15      - 4,825,006.357   284,602.692   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  =   0.99998456
 AI5696!UTM  15      -   0.99992497  x   1.00017073  =   1.00009568
 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.No superseded survey control is available for this station.
 AI5696
 AI5696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8460325006(NAD 83)
 AI5696_MARKER: DB = BENCH MARK DISK
 AI5696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5696_STAMPING: 5305 B 1948
 AI5696_MARK LOGO: MNHD  
 AI5696_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5696+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1998
 AI5696
 AI5696  HISTORY     - Date     Condition        Report By
 AI5696  HISTORY     - 1948     MONUMENTED       MNDT
 AI5696  HISTORY     - 19981117 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5691 ***********************************************************************
 AI5691  DESIGNATION -  5305 C
 AI5691  PID         -  AI5691
 AI5691  STATE/COUNTY-  MN/NOBLES
 AI5691  USGS QUAD   -  BIGELOW (1976)
 AI5691
 AI5691                         *CURRENT SURVEY CONTROL
 AI5691  ___________________________________________________________________
 AI5691* NAD 83(1996)-  43 33 56.97726(N)    095 39 13.65095(W)     ADJUSTED  
 AI5691* NAVD 88     -       498.05   (meters)    1634.0    (feet)  LEVELING  
 AI5691  ___________________________________________________________________
 AI5691  X           -    -456,055.585 (meters)                     COMP
 AI5691  Y           -  -4,606,677.110 (meters)                     COMP
 AI5691  Z           -   4,373,588.878 (meters)                     COMP
 AI5691  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 AI5691  ELLIP HEIGHT-         471.45  (meters)          (06/14/00) GPS OBS
 AI5691  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AI5691
 AI5691  HORZ ORDER  -  FIRST
 AI5691  VERT ORDER  -  THIRD ?
 AI5691  ELLP ORDER  -  FOURTH    CLASS I
 AI5691
 AI5691.The horizontal coordinates were established by GPS observations
 AI5691.and adjusted by the National Geodetic Survey in June 2000..
 AI5691
 AI5691.The orthometric height was determined by differential leveling.
 AI5691.The vertical network tie was performed by a horz. field party for horz.
 AI5691.obs reductions. Reset procedures were used to establish the elevation.
 AI5691
 AI5691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5691
 AI5691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5691
 AI5691.The ellipsoidal height was determined by GPS observations
 AI5691.and is referenced to NAD 83.
 AI5691
 AI5691.The geoid height was determined by GEOID03.
 AI5691
 AI5691;                    North         East     Units Scale Factor Converg.
 AI5691;SPC MN S     -   164,223.393   666,394.073   MT  1.00005422   -1 09 33.1
 AI5691;UTM  15      - 4,827,073.916   285,685.248   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  =   0.99998029
 AI5691!UTM  15      -   0.99992608  x   1.00016500  =   1.00009106
 AI5691
 AI5691                          SUPERSEDED SURVEY CONTROL
 AI5691
 AI5691.No superseded survey control is available for this station.
 AI5691
 AI5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8568527074(NAD 83)
 AI5691_MARKER: DB = BENCH MARK DISK
 AI5691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5691_STAMPING: 5305 C 1948
 AI5691_MARK LOGO: MNHD  
 AI5691_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5691+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1998
 AI5691
 AI5691  HISTORY     - Date     Condition        Report By
 AI5691  HISTORY     - 1948     MONUMENTED       MNDT
 AI5691  HISTORY     - 19981117 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5692 ***********************************************************************
 AI5692  DESIGNATION -  5305 D
 AI5692  PID         -  AI5692
 AI5692  STATE/COUNTY-  MN/NOBLES
 AI5692  USGS QUAD   -  BIGELOW (1976)
 AI5692
 AI5692                         *CURRENT SURVEY CONTROL
 AI5692  ___________________________________________________________________
 AI5692* NAD 83(1996)-  43 35 41.81583(N)    095 37 54.95793(W)     ADJUSTED  
 AI5692* NAVD 88     -       487.58   (meters)    1599.7    (feet)  LEVELING  
 AI5692  ___________________________________________________________________
 AI5692  X           -    -454,078.381 (meters)                     COMP
 AI5692  Y           -  -4,604,623.317 (meters)                     COMP
 AI5692  Z           -   4,375,925.685 (meters)                     COMP
 AI5692  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 AI5692  ELLIP HEIGHT-         460.97  (meters)          (06/14/00) GPS OBS
 AI5692  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AI5692
 AI5692  HORZ ORDER  -  FIRST
 AI5692  VERT ORDER  -  THIRD ?
 AI5692  ELLP ORDER  -  FOURTH    CLASS I
 AI5692
 AI5692.The horizontal coordinates were established by GPS observations
 AI5692.and adjusted by the National Geodetic Survey in June 2000..
 AI5692
 AI5692.The orthometric height was determined by differential leveling.
 AI5692.The vertical network tie was performed by a horz. field party for horz.
 AI5692.obs reductions. Reset procedures were used to establish the elevation.
 AI5692
 AI5692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5692
 AI5692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5692
 AI5692.The ellipsoidal height was determined by GPS observations
 AI5692.and is referenced to NAD 83.
 AI5692
 AI5692.The geoid height was determined by GEOID03.
 AI5692
 AI5692;                    North         East     Units Scale Factor Converg.
 AI5692;SPC MN S     -   167,422.972   668,224.382   MT  1.00004614   -1 08 37.9
 AI5692;UTM  15      - 4,830,252.187   287,553.111   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.No superseded survey control is available for this station.
 AI5692
 AI5692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8755330252(NAD 83)
 AI5692_MARKER: DB = BENCH MARK DISK
 AI5692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5692_STAMPING: 5305 D 1948
 AI5692_MARK LOGO: MNHD  
 AI5692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5692+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1998
 AI5692
 AI5692  HISTORY     - Date     Condition        Report By
 AI5692  HISTORY     - 1948     MONUMENTED       MNDT
 AI5692  HISTORY     - 19981117 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5693 ***********************************************************************
 AI5693  DESIGNATION -  5305 E
 AI5693  PID         -  AI5693
 AI5693  STATE/COUNTY-  MN/NOBLES
 AI5693  USGS QUAD   -  WORTHINGTON SOUTH (1976)
 AI5693
 AI5693                         *CURRENT SURVEY CONTROL
 AI5693  ___________________________________________________________________
 AI5693* NAD 83(1996)-  43 36 03.84557(N)    095 37 18.36423(W)     ADJUSTED  
 AI5693* NAVD 88     -       488.21   (meters)    1601.7    (feet)  LEVELING  
 AI5693  ___________________________________________________________________
 AI5693  X           -    -453,215.574 (meters)                     COMP
 AI5693  Y           -  -4,604,237.624 (meters)                     COMP
 AI5693  Z           -   4,376,418.521 (meters)                     COMP
 AI5693  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 AI5693  ELLIP HEIGHT-         461.59  (meters)          (06/14/00) GPS OBS
 AI5693  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AI5693
 AI5693  HORZ ORDER  -  FIRST
 AI5693  VERT ORDER  -  THIRD ?
 AI5693  ELLP ORDER  -  FOURTH    CLASS I
 AI5693
 AI5693.The horizontal coordinates were established by GPS observations
 AI5693.and adjusted by the National Geodetic Survey in June 2000..
 AI5693
 AI5693.The orthometric height was determined by differential leveling.
 AI5693.The vertical network tie was performed by a horz. field party for horz.
 AI5693.obs reductions. Reset procedures were used to establish the elevation.
 AI5693
 AI5693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5693
 AI5693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5693
 AI5693.The ellipsoidal height was determined by GPS observations
 AI5693.and is referenced to NAD 83.
 AI5693
 AI5693.The geoid height was determined by GEOID03.
 AI5693
 AI5693;                    North         East     Units Scale Factor Converg.
 AI5693;SPC MN S     -   168,086.422   669,058.561   MT  1.00004447   -1 08 12.3
 AI5693;UTM  15      - 4,830,905.882   288,395.102   MT  1.00015080   -1 48 31.4
 AI5693
 AI5693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5693!SPC MN S     -   0.99992762  x   1.00004447  =   0.99997209
 AI5693!UTM  15      -   0.99992762  x   1.00015080  =   1.00007841
 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.No superseded survey control is available for this station.
 AI5693
 AI5693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8839530906(NAD 83)
 AI5693_MARKER: DB = BENCH MARK DISK
 AI5693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5693_STAMPING: 5305 E 1948
 AI5693_MARK LOGO: MNHD  
 AI5693_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5693+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1998
 AI5693
 AI5693  HISTORY     - Date     Condition        Report By
 AI5693  HISTORY     - 1948     MONUMENTED       MNDT
 AI5693  HISTORY     - 19981117 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0692 ***********************************************************************
 OP0692  DESIGNATION -  5306 A
 OP0692  PID         -  OP0692
 OP0692  STATE/COUNTY-  MN/NOBLES
 OP0692  USGS QUAD   -  WORTHINGTON SOUTH (1976)
 OP0692
 OP0692                         *CURRENT SURVEY CONTROL
 OP0692  ___________________________________________________________________
 OP0692* NAD 83(1986)-  43 37 24.     (N)    095 35 17.     (W)     SCALED    
 OP0692* NAVD 88     -       484.254  (meters)    1588.76   (feet)  ADJUSTED  
 OP0692  ___________________________________________________________________
 OP0692  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 OP0692  DYNAMIC HT  -         484.142 (meters)    1588.39  (feet)  COMP
 OP0692  MODELED GRAV-     980,372.6   (mgal)                       NAVD 88
 OP0692
 OP0692  VERT ORDER  -  SECOND    CLASS I
 OP0692
 OP0692.The horizontal coordinates were scaled from a topographic map and have
 OP0692.an estimated accuracy of +/- 6 seconds.
 OP0692
 OP0692.The orthometric height was determined by differential leveling
 OP0692.and adjusted by the National Geodetic Survey in June 1991..
 OP0692
 OP0692.The geoid height was determined by GEOID03.
 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     -   170,510.      671,830.      MT  (+/- 180 meters Scaled)
 OP0692
 OP0692                          SUPERSEDED SURVEY CONTROL
 OP0692
 OP0692.No superseded survey control is available for this station.
 OP0692
 OP0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ911332(NAD 83)
 OP0692_MARKER: DV = VERTICAL CONTROL DISK
 OP0692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0692_SP_SET: WATER TANK BASE
 OP0692_STAMPING: 5306 A 1974
 OP0692_MARK LOGO: MNDT  
 OP0692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0692+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1998
 OP0692
 OP0692  HISTORY     - Date     Condition        Report By
 OP0692  HISTORY     - 1974     MONUMENTED       MNDT
 OP0692  HISTORY     - 1975     GOOD             MNDT
 OP0692  HISTORY     - 19981117 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0691 ***********************************************************************
 OP0691  DESIGNATION -  5306 B
 OP0691  PID         -  OP0691
 OP0691  STATE/COUNTY-  MN/NOBLES
 OP0691  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0691
 OP0691                         *CURRENT SURVEY CONTROL
 OP0691  ___________________________________________________________________
 OP0691* NAD 83(1996)-  43 37 39.72148(N)    095 34 47.30398(W)     ADJUSTED  
 OP0691* NAVD 88     -       485.247  (meters)    1592.01   (feet)  ADJUSTED  
 OP0691  ___________________________________________________________________
 OP0691  X           -    -449,644.804 (meters)                     COMP
 OP0691  Y           -  -4,602,534.580 (meters)                     COMP
 OP0691  Z           -   4,378,558.899 (meters)                     COMP
 OP0691  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 OP0691  ELLIP HEIGHT-         458.60  (meters)          (06/14/00) GPS OBS
 OP0691  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 OP0691  DYNAMIC HT  -         485.135 (meters)    1591.65  (feet)  COMP
 OP0691  MODELED GRAV-     980,373.5   (mgal)                       NAVD 88
 OP0691
 OP0691  HORZ ORDER  -  FIRST
 OP0691  VERT ORDER  -  SECOND    CLASS I
 OP0691  ELLP ORDER  -  FOURTH    CLASS I
 OP0691
 OP0691.The horizontal coordinates were established by GPS observations
 OP0691.and adjusted by the National Geodetic Survey in June 2000..
 OP0691
 OP0691.The orthometric height was determined by differential leveling
 OP0691.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP0691
 OP0691.The ellipsoidal height was determined by GPS observations
 OP0691.and is referenced to NAD 83.
 OP0691
 OP0691.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0691;SPC MN S     -   170,978.606   672,503.262   MT  1.00003735   -1 06 26.4
 OP0691;UTM  15      - 4,833,757.715   291,873.870   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  =   1.00006091
 OP0691
 OP0691:                Primary Azimuth Mark                     Grid Az
 OP0691:SPC MN S     -  5302 G                                   355 54 05.6
 OP0691:UTM  15      -  5302 G                                   356 34 29.5
 OP0691
 OP0691|---------------------------------------------------------------------|
 OP0691| PID    Reference Object                     Distance      Geod. Az  |
 OP0691|                                                           dddmmss.s |
 OP0691| OP0693 5302 G                              405.641 METERS 3544739.2 |
 OP0691|---------------------------------------------------------------------|
 OP0691
 OP0691                          SUPERSEDED SURVEY CONTROL
 OP0691
 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: 15TTJ9187433758(NAD 83)
 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: MNDT  
 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 - November 17, 1998
 OP0691
 OP0691  HISTORY     - Date     Condition        Report By
 OP0691  HISTORY     - 1974     MONUMENTED       MNDT
 OP0691  HISTORY     - 1975     GOOD             MNDT
 OP0691  HISTORY     - 19961022 GOOD             MNDT
 OP0691  HISTORY     - 19981117 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0690 ***********************************************************************
 OP0690  DESIGNATION -  5306 C
 OP0690  PID         -  OP0690
 OP0690  STATE/COUNTY-  MN/NOBLES
 OP0690  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0690
 OP0690                         *CURRENT SURVEY CONTROL
 OP0690  ___________________________________________________________________
 OP0690* NAD 83(1986)-  43 37 54.     (N)    095 34 07.     (W)     SCALED    
 OP0690* NAVD 88     -       483.618  (meters)    1586.67   (feet)  ADJUSTED  
 OP0690  ___________________________________________________________________
 OP0690  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 OP0690  DYNAMIC HT  -         483.507 (meters)    1586.31  (feet)  COMP
 OP0690  MODELED GRAV-     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
 OP0690.and adjusted by the National Geodetic Survey in June 1991..
 OP0690
 OP0690.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0689 ***********************************************************************
 OP0689  DESIGNATION -  5306 D
 OP0689  PID         -  OP0689
 OP0689  STATE/COUNTY-  MN/NOBLES
 OP0689  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0689
 OP0689                         *CURRENT SURVEY CONTROL
 OP0689  ___________________________________________________________________
 OP0689* NAD 83(1986)-  43 38 48.     (N)    095 33 07.     (W)     SCALED    
 OP0689* NAVD 88     -       473.516  (meters)    1553.53   (feet)  ADJUSTED  
 OP0689  ___________________________________________________________________
 OP0689  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 OP0689  DYNAMIC HT  -         473.409 (meters)    1553.18  (feet)  COMP
 OP0689  MODELED GRAV-     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
 OP0689.and adjusted by the National Geodetic Survey in June 1991..
 OP0689
 OP0689.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0688 ***********************************************************************
 OP0688  DESIGNATION -  5306 E
 OP0688  PID         -  OP0688
 OP0688  STATE/COUNTY-  MN/NOBLES
 OP0688  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0688
 OP0688                         *CURRENT SURVEY CONTROL
 OP0688  ___________________________________________________________________
 OP0688* NAD 83(1986)-  43 39 12.     (N)    095 32 19.     (W)     SCALED    
 OP0688* NAVD 88     -       473.180  (meters)    1552.42   (feet)  ADJUSTED  
 OP0688  ___________________________________________________________________
 OP0688  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 OP0688  DYNAMIC HT  -         473.073 (meters)    1552.07  (feet)  COMP
 OP0688  MODELED GRAV-     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
 OP0688.and adjusted by the National Geodetic Survey in June 1991..
 OP0688
 OP0688.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0685 ***********************************************************************
 OP0685  DESIGNATION -  5306 F
 OP0685  PID         -  OP0685
 OP0685  STATE/COUNTY-  MN/NOBLES
 OP0685  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0685
 OP0685                         *CURRENT SURVEY CONTROL
 OP0685  ___________________________________________________________________
 OP0685* NAD 83(1996)-  43 39 29.03745(N)    095 31 58.52841(W)     ADJUSTED  
 OP0685* NAVD 88     -       473.658  (meters)    1553.99   (feet)  ADJUSTED  
 OP0685  ___________________________________________________________________
 OP0685  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 OP0685  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 OP0685  DYNAMIC HT  -         473.551 (meters)    1553.64  (feet)  COMP
 OP0685  MODELED GRAV-     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.No horizontal observational check was made to the station.
 OP0685
 OP0685.The orthometric height was determined by differential leveling
 OP0685.and adjusted by the National Geodetic Survey in June 1991..
 OP0685
 OP0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0685
 OP0685.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP0685;SPC MN S     -   174,279.859   676,349.652   MT  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  =   1.00004303
 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(1996)-  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: 15TTJ9575937014(NAD 83)
 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 = OCTOBER  6, 2006
 OP0684 ***********************************************************************
 OP0684  DESIGNATION -  5306 G
 OP0684  PID         -  OP0684
 OP0684  STATE/COUNTY-  MN/NOBLES
 OP0684  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0684
 OP0684                         *CURRENT SURVEY CONTROL
 OP0684  ___________________________________________________________________
 OP0684* NAD 83(1986)-  43 39 48.     (N)    095 31 31.     (W)     SCALED    
 OP0684* NAVD 88     -       465.943  (meters)    1528.68   (feet)  ADJUSTED  
 OP0684  ___________________________________________________________________
 OP0684  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 OP0684  DYNAMIC HT  -         465.839 (meters)    1528.34  (feet)  COMP
 OP0684  MODELED GRAV-     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
 OP0684.and adjusted by the National Geodetic Survey in June 1991..
 OP0684
 OP0684.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0481 ***********************************************************************
 OP0481  DESIGNATION -  5306 H
 OP0481  PID         -  OP0481
 OP0481  STATE/COUNTY-  MN/NOBLES
 OP0481  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0481
 OP0481                         *CURRENT SURVEY CONTROL
 OP0481  ___________________________________________________________________
 OP0481* NAD 83(1986)-  43 40 37.     (N)    095 30 12.     (W)     SCALED    
 OP0481* NAVD 88     -       462.856  (meters)    1518.55   (feet)  ADJUSTED  
 OP0481  ___________________________________________________________________
 OP0481  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 OP0481  DYNAMIC HT  -         462.753 (meters)    1518.22  (feet)  COMP
 OP0481  MODELED GRAV-     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
 OP0481.and adjusted by the National Geodetic Survey in June 1991..
 OP0481
 OP0481.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0480 ***********************************************************************
 OP0480  DESIGNATION -  5306 J
 OP0480  PID         -  OP0480
 OP0480  STATE/COUNTY-  MN/NOBLES
 OP0480  USGS QUAD   -  BREWSTER (1976)
 OP0480
 OP0480                         *CURRENT SURVEY CONTROL
 OP0480  ___________________________________________________________________
 OP0480* NAD 83(1986)-  43 40 49.     (N)    095 29 56.     (W)     SCALED    
 OP0480* NAVD 88     -       458.383  (meters)    1503.88   (feet)  ADJUSTED  
 OP0480  ___________________________________________________________________
 OP0480  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 OP0480  DYNAMIC HT  -         458.280 (meters)    1503.54  (feet)  COMP
 OP0480  MODELED GRAV-     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
 OP0480.and adjusted by the National Geodetic Survey in June 1991..
 OP0480
 OP0480.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0479 ***********************************************************************
 OP0479  DESIGNATION -  5306 K
 OP0479  PID         -  OP0479
 OP0479  STATE/COUNTY-  MN/NOBLES
 OP0479  USGS QUAD   -  BREWSTER (1976)
 OP0479
 OP0479                         *CURRENT SURVEY CONTROL
 OP0479  ___________________________________________________________________
 OP0479* NAD 83(1986)-  43 41 04.     (N)    095 29 33.     (W)     SCALED    
 OP0479* NAVD 88     -       456.648  (meters)    1498.19   (feet)  ADJUSTED  
 OP0479  ___________________________________________________________________
 OP0479  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 OP0479  DYNAMIC HT  -         456.546 (meters)    1497.85  (feet)  COMP
 OP0479  MODELED GRAV-     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
 OP0479.and adjusted by the National Geodetic Survey in June 1991..
 OP0479
 OP0479.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0478 ***********************************************************************
 OP0478  DESIGNATION -  5306 L
 OP0478  PID         -  OP0478
 OP0478  STATE/COUNTY-  MN/NOBLES
 OP0478  USGS QUAD   -  BREWSTER (1976)
 OP0478
 OP0478                         *CURRENT SURVEY CONTROL
 OP0478  ___________________________________________________________________
 OP0478* NAD 83(1986)-  43 41 32.     (N)    095 28 48.     (W)     SCALED    
 OP0478* NAVD 88     -       455.636  (meters)    1494.87   (feet)  ADJUSTED  
 OP0478  ___________________________________________________________________
 OP0478  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 OP0478  DYNAMIC HT  -         455.534 (meters)    1494.53  (feet)  COMP
 OP0478  MODELED GRAV-     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
 OP0478.and adjusted by the National Geodetic Survey in June 1991..
 OP0478
 OP0478.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0474 ***********************************************************************
 OP0474  DESIGNATION -  5306 M
 OP0474  PID         -  OP0474
 OP0474  STATE/COUNTY-  MN/NOBLES
 OP0474  USGS QUAD   -  BREWSTER (1976)
 OP0474
 OP0474                         *CURRENT SURVEY CONTROL
 OP0474  ___________________________________________________________________
 OP0474* NAD 83(1986)-  43 41 54.     (N)    095 28 01.     (W)     SCALED    
 OP0474* NAVD 88     -       452.821  (meters)    1485.63   (feet)  ADJUSTED  
 OP0474  ___________________________________________________________________
 OP0474  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 OP0474  DYNAMIC HT  -         452.719 (meters)    1485.30  (feet)  COMP
 OP0474  MODELED GRAV-     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
 OP0474.and adjusted by the National Geodetic Survey in June 1991..
 OP0474
 OP0474.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OQ1236 ***********************************************************************
 OQ1236  DESIGNATION -  5307 A
 OQ1236  PID         -  OQ1236
 OQ1236  STATE/COUNTY-  MN/NOBLES
 OQ1236  USGS QUAD   -  ELLSWORTH (1967)
 OQ1236
 OQ1236                         *CURRENT SURVEY CONTROL
 OQ1236  ___________________________________________________________________
 OQ1236* NAD 83(1986)-  43 30 01.     (N)    096 01 07.     (W)     SCALED    
 OQ1236* NAVD 88     -       437.073  (meters)    1433.96   (feet)  ADJUSTED  
 OQ1236  ___________________________________________________________________
 OQ1236  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 OQ1236  DYNAMIC HT  -         436.959 (meters)    1433.59  (feet)  COMP
 OQ1236  MODELED GRAV-     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
 OQ1236.and adjusted by the National Geodetic Survey in June 1995..
 OQ1236
 OQ1236.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OQ1233 ***********************************************************************
 OQ1233  DESIGNATION -  5307 C
 OQ1233  PID         -  OQ1233
 OQ1233  STATE/COUNTY-  MN/NOBLES
 OQ1233  USGS QUAD   -  ELLSWORTH (1967)
 OQ1233
 OQ1233                         *CURRENT SURVEY CONTROL
 OQ1233  ___________________________________________________________________
 OQ1233* NAD 83(1986)-  43 31 20.     (N)    096 01 05.     (W)     SCALED    
 OQ1233* NAVD 88     -       442.537  (meters)    1451.89   (feet)  ADJUSTED  
 OQ1233  ___________________________________________________________________
 OQ1233  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 OQ1233  DYNAMIC HT  -         442.422 (meters)    1451.51  (feet)  COMP
 OQ1233  MODELED GRAV-     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
 OQ1233.and adjusted by the National Geodetic Survey in June 1995..
 OQ1233
 OQ1233.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OQ1226 ***********************************************************************
 OQ1226  DESIGNATION -  5307 E
 OQ1226  PID         -  OQ1226
 OQ1226  STATE/COUNTY-  MN/NOBLES
 OQ1226  USGS QUAD   -  ELLSWORTH (1967)
 OQ1226
 OQ1226                         *CURRENT SURVEY CONTROL
 OQ1226  ___________________________________________________________________
 OQ1226* NAD 83(1986)-  43 33 31.     (N)    096 00 49.     (W)     SCALED    
 OQ1226* NAVD 88     -       447.202  (meters)    1467.20   (feet)  ADJUSTED  
 OQ1226  ___________________________________________________________________
 OQ1226  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 OQ1226  DYNAMIC HT  -         447.088 (meters)    1466.82  (feet)  COMP
 OQ1226  MODELED GRAV-     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
 OQ1226.and adjusted by the National Geodetic Survey in June 1995..
 OQ1226
 OQ1226.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1374 ***********************************************************************
 OP1374  DESIGNATION -  5307 G
 OP1374  PID         -  OP1374
 OP1374  STATE/COUNTY-  MN/NOBLES
 OP1374  USGS QUAD   -  ADRIAN SW (1967)
 OP1374
 OP1374                         *CURRENT SURVEY CONTROL
 OP1374  ___________________________________________________________________
 OP1374* NAD 83(1996)-  43 34 21.20533(N)    095 59 37.17469(W)     ADJUSTED  
 OP1374* NAVD 88     -       462.943  (meters)    1518.84   (feet)  ADJUSTED  
 OP1374  ___________________________________________________________________
 OP1374  X           -    -483,316.873 (meters)                     COMP
 OP1374  Y           -  -4,603,353.053 (meters)                     COMP
 OP1374  Z           -   4,374,106.563 (meters)                     COMP
 OP1374  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 OP1374  ELLIP HEIGHT-         436.46  (meters)          (02/05/03) GPS OBS
 OP1374  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 OP1374  DYNAMIC HT  -         462.826 (meters)    1518.45  (feet)  COMP
 OP1374  MODELED GRAV-     980,351.7   (mgal)                       NAVD 88
 OP1374
 OP1374  HORZ ORDER  -  FIRST
 OP1374  VERT ORDER  -  SECOND    CLASS I
 OP1374  ELLP ORDER  -  THIRD     CLASS II
 OP1374
 OP1374.The horizontal coordinates were established by GPS observations
 OP1374.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP1374
 OP1374.The orthometric height was determined by differential leveling
 OP1374.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 OP1374
 OP1374.The ellipsoidal height was determined by GPS observations
 OP1374.and is referenced to NAD 83.
 OP1374
 OP1374.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 OP1374;SPC MN S     -   165,583.515   638,960.183   MT  1.00005233   -1 23 50.7
 OP1374;UTM  15      - 4,828,754.454   258,263.972   MT  1.00031885   -2 03 52.0
 OP1374;UTM  14      - 4,828,791.444   742,760.036   MT  1.00032495   +2 04 23.5
 OP1374
 OP1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1374!SPC MN S     -   0.99993156  x   1.00005233  =   0.99998389
 OP1374!UTM  15      -   0.99993156  x   1.00031885  =   1.00025039
 OP1374!UTM  14      -   0.99993156  x   1.00032495  =   1.00025649
 OP1374
 OP1374                          SUPERSEDED SURVEY CONTROL
 OP1374
 OP1374.No superseded survey control is available for this station.
 OP1374
 OP1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ5826428754(NAD 83)
 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 = OCTOBER  6, 2006
 OP1371 ***********************************************************************
 OP1371  DESIGNATION -  5307 H
 OP1371  PID         -  OP1371
 OP1371  STATE/COUNTY-  MN/NOBLES
 OP1371  USGS QUAD   -  ADRIAN SW (1967)
 OP1371
 OP1371                         *CURRENT SURVEY CONTROL
 OP1371  ___________________________________________________________________
 OP1371* NAD 83(1986)-  43 34 22.     (N)    095 58 26.     (W)     SCALED    
 OP1371* NAVD 88     -       474.712  (meters)    1557.45   (feet)  ADJUSTED  
 OP1371  ___________________________________________________________________
 OP1371  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 OP1371  DYNAMIC HT  -         474.591 (meters)    1557.05  (feet)  COMP
 OP1371  MODELED GRAV-     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
 OP1371.and adjusted by the National Geodetic Survey in June 1995..
 OP1371
 OP1371.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1366 ***********************************************************************
 OP1366  DESIGNATION -  5307 J
 OP1366  PID         -  OP1366
 OP1366  STATE/COUNTY-  MN/NOBLES
 OP1366  USGS QUAD   -  ADRIAN SW (1967)
 OP1366
 OP1366                         *CURRENT SURVEY CONTROL
 OP1366  ___________________________________________________________________
 OP1366* NAD 83(1986)-  43 34 24.     (N)    095 56 07.     (W)     SCALED    
 OP1366* NAVD 88     -       489.705  (meters)    1606.64   (feet)  ADJUSTED  
 OP1366  ___________________________________________________________________
 OP1366  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 OP1366  DYNAMIC HT  -         489.579 (meters)    1606.23  (feet)  COMP
 OP1366  MODELED GRAV-     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
 OP1366.and adjusted by the National Geodetic Survey in June 1995..
 OP1366
 OP1366.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1365 ***********************************************************************
 OP1365  DESIGNATION -  5307 K
 OP1365  PID         -  OP1365
 OP1365  STATE/COUNTY-  MN/NOBLES
 OP1365  USGS QUAD   -  ADRIAN SW (1967)
 OP1365
 OP1365                         *CURRENT SURVEY CONTROL
 OP1365  ___________________________________________________________________
 OP1365* NAD 83(1986)-  43 35 15.     (N)    095 56 00.     (W)     SCALED    
 OP1365* NAVD 88     -       483.525  (meters)    1586.36   (feet)  ADJUSTED  
 OP1365  ___________________________________________________________________
 OP1365  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 OP1365  DYNAMIC HT  -         483.401 (meters)    1585.96  (feet)  COMP
 OP1365  MODELED GRAV-     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
 OP1365.and adjusted by the National Geodetic Survey in June 1995..
 OP1365
 OP1365.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1360 ***********************************************************************
 OP1360  DESIGNATION -  5307 L
 OP1360  PID         -  OP1360
 OP1360  STATE/COUNTY-  MN/NOBLES
 OP1360  USGS QUAD   -  ADRIAN SW (1967)
 OP1360
 OP1360                         *CURRENT SURVEY CONTROL
 OP1360  ___________________________________________________________________
 OP1360* NAD 83(1986)-  43 36 07.     (N)    095 56 02.     (W)     SCALED    
 OP1360* NAVD 88     -       482.433  (meters)    1582.78   (feet)  ADJUSTED  
 OP1360  ___________________________________________________________________
 OP1360  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 OP1360  DYNAMIC HT  -         482.311 (meters)    1582.38  (feet)  COMP
 OP1360  MODELED GRAV-     980,352.3   (mgal)                       NAVD 88
 OP1360
 OP1360  VERT ORDER  -  SECOND    CLASS I
 OP1360
 OP1360.The horizontal coordinates were scaled from a topographic map and have
 OP1360.an estimated accuracy of +/- 6 seconds.
 OP1360
 OP1360.The orthometric height was determined by differential leveling
 OP1360.and adjusted by the National Geodetic Survey in June 1995..
 OP1360
 OP1360.The geoid height was determined by GEOID03.
 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     -   168,730.      643,870.      MT  (+/- 180 meters Scaled)
 OP1360
 OP1360                          SUPERSEDED SURVEY CONTROL
 OP1360
 OP1360.No superseded survey control is available for this station.
 OP1360
 OP1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ632318(NAD 83)
 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 = OCTOBER  6, 2006
 OP1359 ***********************************************************************
 OP1359  DESIGNATION -  5307 M
 OP1359  PID         -  OP1359
 OP1359  STATE/COUNTY-  MN/NOBLES
 OP1359  USGS QUAD   -  ADRIAN SW (1967)
 OP1359
 OP1359                         *CURRENT SURVEY CONTROL
 OP1359  ___________________________________________________________________
 OP1359* NAD 83(1986)-  43 36 59.     (N)    095 56 00.     (W)     SCALED    
 OP1359* NAVD 88     -       489.778  (meters)    1606.88   (feet)  ADJUSTED  
 OP1359  ___________________________________________________________________
 OP1359  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 OP1359  DYNAMIC HT  -         489.656 (meters)    1606.48  (feet)  COMP
 OP1359  MODELED GRAV-     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
 OP1359.and adjusted by the National Geodetic Survey in June 1995..
 OP1359
 OP1359.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1358 ***********************************************************************
 OP1358  DESIGNATION -  5307 N
 OP1358  PID         -  OP1358
 OP1358  STATE/COUNTY-  MN/NOBLES
 OP1358  USGS QUAD   -  ADRIAN SW (1967)
 OP1358
 OP1358                         *CURRENT SURVEY CONTROL
 OP1358  ___________________________________________________________________
 OP1358* NAD 83(1986)-  43 37 25.     (N)    095 56 01.     (W)     SCALED    
 OP1358* NAVD 88     -       486.742  (meters)    1596.92   (feet)  ADJUSTED  
 OP1358  ___________________________________________________________________
 OP1358  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OP1358  DYNAMIC HT  -         486.622 (meters)    1596.53  (feet)  COMP
 OP1358  MODELED GRAV-     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
 OP1358.and adjusted by the National Geodetic Survey in June 1995..
 OP1358
 OP1358.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP1370 ***********************************************************************
 OP1370  DESIGNATION -  5307 P
 OP1370  PID         -  OP1370
 OP1370  STATE/COUNTY-  MN/NOBLES
 OP1370  USGS QUAD   -  ADRIAN SW (1967)
 OP1370
 OP1370                         *CURRENT SURVEY CONTROL
 OP1370  ___________________________________________________________________
 OP1370* NAD 83(1986)-  43 34 24.     (N)    095 57 11.     (W)     SCALED    
 OP1370* NAVD 88     -       471.343  (meters)    1546.40   (feet)  ADJUSTED  
 OP1370  ___________________________________________________________________
 OP1370  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 OP1370  DYNAMIC HT  -         471.222 (meters)    1546.00  (feet)  COMP
 OP1370  MODELED GRAV-     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
 OP1370.and adjusted by the National Geodetic Survey in June 1995..
 OP1370
 OP1370.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OQ1222 ***********************************************************************
 OQ1222  DESIGNATION -  5307 Q
 OQ1222  PID         -  OQ1222
 OQ1222  STATE/COUNTY-  MN/NOBLES
 OQ1222  USGS QUAD   -  ELLSWORTH (1967)
 OQ1222
 OQ1222                         *CURRENT SURVEY CONTROL
 OQ1222  ___________________________________________________________________
 OQ1222* NAD 83(1986)-  43 34 24.     (N)    096 00 49.     (W)     SCALED    
 OQ1222* NAVD 88     -       453.441  (meters)    1487.66   (feet)  ADJUSTED  
 OQ1222  ___________________________________________________________________
 OQ1222  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 OQ1222  DYNAMIC HT  -         453.326 (meters)    1487.29  (feet)  COMP
 OQ1222  MODELED GRAV-     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
 OQ1222.and adjusted by the National Geodetic Survey in June 1995..
 OQ1222
 OQ1222.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OQ1231 ***********************************************************************
 OQ1231  DESIGNATION -  5307 R
 OQ1231  PID         -  OQ1231
 OQ1231  STATE/COUNTY-  MN/NOBLES
 OQ1231  USGS QUAD   -  ELLSWORTH (1967)
 OQ1231
 OQ1231                         *CURRENT SURVEY CONTROL
 OQ1231  ___________________________________________________________________
 OQ1231* NAD 83(1986)-  43 32 00.     (N)    096 00 49.     (W)     SCALED    
 OQ1231* NAVD 88     -       441.145  (meters)    1447.32   (feet)  ADJUSTED  
 OQ1231  ___________________________________________________________________
 OQ1231  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 OQ1231  DYNAMIC HT  -         441.032 (meters)    1446.95  (feet)  COMP
 OQ1231  MODELED GRAV-     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
 OQ1231.and adjusted by the National Geodetic Survey in June 1995..
 OQ1231
 OQ1231.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OQ1232 ***********************************************************************
 OQ1232  DESIGNATION -  5307 S
 OQ1232  PID         -  OQ1232
 OQ1232  STATE/COUNTY-  MN/NOBLES
 OQ1232  USGS QUAD   -  ELLSWORTH (1967)
 OQ1232
 OQ1232                         *CURRENT SURVEY CONTROL
 OQ1232  ___________________________________________________________________
 OQ1232* NAD 83(1986)-  43 31 37.     (N)    096 01 12.     (W)     SCALED    
 OQ1232* NAVD 88     -       439.070  (meters)    1440.52   (feet)  ADJUSTED  
 OQ1232  ___________________________________________________________________
 OQ1232  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 OQ1232  DYNAMIC HT  -         438.957 (meters)    1440.14  (feet)  COMP
 OQ1232  MODELED GRAV-     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
 OQ1232.and adjusted by the National Geodetic Survey in June 1995..
 OQ1232
 OQ1232.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OQ1234 ***********************************************************************
 OQ1234  DESIGNATION -  5307 T
 OQ1234  PID         -  OQ1234
 OQ1234  STATE/COUNTY-  MN/NOBLES
 OQ1234  USGS QUAD   -  ELLSWORTH (1967)
 OQ1234
 OQ1234                         *CURRENT SURVEY CONTROL
 OQ1234  ___________________________________________________________________
 OQ1234* NAD 83(1986)-  43 31 00.     (N)    096 01 10.     (W)     SCALED    
 OQ1234* NAVD 88     -       443.034  (meters)    1453.52   (feet)  ADJUSTED  
 OQ1234  ___________________________________________________________________
 OQ1234  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 OQ1234  DYNAMIC HT  -         442.919 (meters)    1453.14  (feet)  COMP
 OQ1234  MODELED GRAV-     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
 OQ1234.and adjusted by the National Geodetic Survey in June 1995..
 OQ1234
 OQ1234.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OQ1235 ***********************************************************************
 OQ1235  DESIGNATION -  5307 U
 OQ1235  PID         -  OQ1235
 OQ1235  STATE/COUNTY-  MN/NOBLES
 OQ1235  USGS QUAD   -  ELLSWORTH (1967)
 OQ1235
 OQ1235                         *CURRENT SURVEY CONTROL
 OQ1235  ___________________________________________________________________
 OQ1235* NAD 83(1986)-  43 30 25.     (N)    096 01 12.     (W)     SCALED    
 OQ1235* NAVD 88     -       438.901  (meters)    1439.96   (feet)  ADJUSTED  
 OQ1235  ___________________________________________________________________
 OQ1235  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 OQ1235  DYNAMIC HT  -         438.788 (meters)    1439.59  (feet)  COMP
 OQ1235  MODELED GRAV-     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
 OQ1235.and adjusted by the National Geodetic Survey in June 1995..
 OQ1235
 OQ1235.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 OP0643 ***********************************************************************
 OP0643  DESIGNATION -  5308 A
 OP0643  PID         -  OP0643
 OP0643  STATE/COUNTY-  MN/NOBLES
 OP0643  USGS QUAD   -  ADRIAN (1967)
 OP0643
 OP0643                         *CURRENT SURVEY CONTROL
 OP0643  ___________________________________________________________________
 OP0643* NAD 83(1986)-  43 38 26.     (N)    095 55 58.     (W)     SCALED    
 OP0643* NAVD 88     -       464.341  (meters)    1523.43   (feet)  ADJUSTED  
 OP0643  ___________________________________________________________________
 OP0643  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OP0643  DYNAMIC HT  -         464.228 (meters)    1523.05  (feet)  COMP
 OP0643  MODELED GRAV-     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
 OP0643.and adjusted by the National Geodetic Survey in June 1995..
 OP0643
 OP0643.The geoid height was determined by GEOID03.
 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) UNKNOWN     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_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 = OCTOBER  6, 2006
 AI7683 ***********************************************************************
 AI7683  DESIGNATION -  5308 B
 AI7683  PID         -  AI7683
 AI7683  STATE/COUNTY-  MN/NOBLES
 AI7683  USGS QUAD   -  ADRIAN (1967)
 AI7683
 AI7683                         *CURRENT SURVEY CONTROL
 AI7683  ___________________________________________________________________
 AI7683* NAD 83(1986)-  43 38 49.     (N)    095 55 58.     (W)     SCALED    
 AI7683* NAVD 88     -       466.907  (meters)    1531.84   (feet)  ADJUSTED  
 AI7683  ___________________________________________________________________
 AI7683  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AI7683  DYNAMIC HT  -         466.794 (meters)    1531.47  (feet)  COMP
 AI7683  MODELED GRAV-     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
 AI7683.and adjusted by the National Geodetic Survey in January 2001..
 AI7683
 AI7683.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI7666 ***********************************************************************
 AI7666  DESIGNATION -  5308 C
 AI7666  PID         -  AI7666
 AI7666  STATE/COUNTY-  MN/NOBLES
 AI7666  USGS QUAD   -  ADRIAN (1967)
 AI7666
 AI7666                         *CURRENT SURVEY CONTROL
 AI7666  ___________________________________________________________________
 AI7666* NAD 83(1996)-  43 39 12.13590(N)    095 56 00.36611(W)     ADJUSTED  
 AI7666* NAVD 88     -       464.698  (meters)    1524.60   (feet)  ADJUSTED  
 AI7666  ___________________________________________________________________
 AI7666  X           -    -477,837.801 (meters)                     COMP
 AI7666  Y           -  -4,597,699.182 (meters)                     COMP
 AI7666  Z           -   4,380,609.093 (meters)                     COMP
 AI7666  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AI7666  ELLIP HEIGHT-         438.31  (meters)          (11/13/02) GPS OBS
 AI7666  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AI7666  DYNAMIC HT  -         464.586 (meters)    1524.23  (feet)  COMP
 AI7666  MODELED GRAV-     980,364.0   (mgal)                       NAVD 88
 AI7666
 AI7666  HORZ ORDER  -  FIRST
 AI7666  VERT ORDER  -  SECOND    CLASS I
 AI7666  ELLP ORDER  -  THIRD     CLASS I
 AI7666
 AI7666.The horizontal coordinates were established by GPS observations
 AI7666.and adjusted by the MN DEPT OF TRANSP in November 2002..
 AI7666
 AI7666.The orthometric height was determined by differential leveling
 AI7666.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI7666
 AI7666.The ellipsoidal height was determined by GPS observations
 AI7666.and is referenced to NAD 83.
 AI7666
 AI7666.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI7666;SPC MN S     -   174,443.339   644,036.326   MT  1.00003069   -1 21 18.7
 AI7666;UTM  15      - 4,837,556.724   263,444.552   MT  1.00028835   -2 01 33.1
 AI7666;UTM  14      - 4,837,945.128   747,291.675   MT  1.00035226   +2 07 04.4
 AI7666
 AI7666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7666!SPC MN S     -   0.99993127  x   1.00003069  =   0.99996196
 AI7666!UTM  15      -   0.99993127  x   1.00028835  =   1.00021960
 AI7666!UTM  14      -   0.99993127  x   1.00035226  =   1.00028351
 AI7666
 AI7666:                Primary Azimuth Mark                     Grid Az
 AI7666:SPC MN S     -  5308 D                                   004 39 59.7
 AI7666:UTM  15      -  5308 D                                   005 20 14.1
 AI7666:UTM  14      -  5308 D                                   001 11 36.6
 AI7666
 AI7666|---------------------------------------------------------------------|
 AI7666| PID    Reference Object                     Distance      Geod. Az  |
 AI7666|                                                           dddmmss.s |
 AI7666| AI7667 5308 D                              APPROX. 0.7 KM 0031841.0 |
 AI7666|---------------------------------------------------------------------|
 AI7666
 AI7666                          SUPERSEDED SURVEY CONTROL
 AI7666
 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: 15TTJ6344537557(NAD 83)
 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 = OCTOBER  6, 2006
 AI7667 ***********************************************************************
 AI7667  DESIGNATION -  5308 D
 AI7667  PID         -  AI7667
 AI7667  STATE/COUNTY-  MN/NOBLES
 AI7667  USGS QUAD   -  ADRIAN (1967)
 AI7667
 AI7667                         *CURRENT SURVEY CONTROL
 AI7667  ___________________________________________________________________
 AI7667* NAD 83(1996)-  43 39 35.63059(N)    095 55 58.49369(W)     ADJUSTED  
 AI7667* NAVD 88     -       476.366  (meters)    1562.88   (feet)  ADJUSTED  
 AI7667  ___________________________________________________________________
 AI7667  X           -    -477,745.194 (meters)                     COMP
 AI7667  Y           -  -4,597,214.011 (meters)                     COMP
 AI7667  Z           -   4,381,141.808 (meters)                     COMP
 AI7667  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AI7667  ELLIP HEIGHT-         450.00  (meters)          (11/13/02) GPS OBS
 AI7667  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AI7667  DYNAMIC HT  -         476.252 (meters)    1562.50  (feet)  COMP
 AI7667  MODELED GRAV-     980,365.6   (mgal)                       NAVD 88
 AI7667
 AI7667  HORZ ORDER  -  FIRST
 AI7667  VERT ORDER  -  SECOND    CLASS I
 AI7667  ELLP ORDER  -  THIRD     CLASS I
 AI7667
 AI7667.The horizontal coordinates were established by GPS observations
 AI7667.and adjusted by the MN DEPT OF TRANSP in November 2002..
 AI7667
 AI7667.The orthometric height was determined by differential leveling
 AI7667.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI7667
 AI7667.The ellipsoidal height was determined by GPS observations
 AI7667.and is referenced to NAD 83.
 AI7667
 AI7667.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI7667;SPC MN S     -   175,167.274   644,095.419   MT  1.00002903   -1 21 17.4
 AI7667;UTM  15      - 4,838,280.104   263,512.134   MT  1.00028796   -2 01 32.7
 AI7667;UTM  14      - 4,838,671.548   747,306.808   MT  1.00035235   +2 07 06.6
 AI7667
 AI7667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7667!SPC MN S     -   0.99992944  x   1.00002903  =   0.99995847
 AI7667!UTM  15      -   0.99992944  x   1.00028796  =   1.00021738
 AI7667!UTM  14      -   0.99992944  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 1831842.3 |
 AI7667|---------------------------------------------------------------------|
 AI7667
 AI7667                          SUPERSEDED SURVEY CONTROL
 AI7667
 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_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 = OCTOBER  6, 2006
 AI7668 ***********************************************************************
 AI7668  DESIGNATION -  5308 E
 AI7668  PID         -  AI7668
 AI7668  STATE/COUNTY-  MN/NOBLES
 AI7668  USGS QUAD   -  ADRIAN (1967)
 AI7668
 AI7668                         *CURRENT SURVEY CONTROL
 AI7668  ___________________________________________________________________
 AI7668* NAD 83(1996)-  43 40 26.51677(N)    095 55 57.91827(W)     ADJUSTED  
 AI7668* NAVD 88     -       488.373  (meters)    1602.27   (feet)  ADJUSTED  
 AI7668  ___________________________________________________________________
 AI7668  X           -    -477,621.179 (meters)                     COMP
 AI7668  Y           -  -4,596,145.357 (meters)                     COMP
 AI7668  Z           -   4,382,286.223 (meters)                     COMP
 AI7668  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AI7668  ELLIP HEIGHT-         462.02  (meters)          (11/13/02) GPS OBS
 AI7668  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AI7668  DYNAMIC HT  -         488.258 (meters)    1601.89  (feet)  COMP
 AI7668  MODELED GRAV-     980,369.1   (mgal)                       NAVD 88
 AI7668
 AI7668  HORZ ORDER  -  FIRST
 AI7668  VERT ORDER  -  SECOND    CLASS I
 AI7668  ELLP ORDER  -  THIRD     CLASS I
 AI7668
 AI7668.The horizontal coordinates were established by GPS observations
 AI7668.and adjusted by the MN DEPT OF TRANSP in November 2002..
 AI7668
 AI7668.The orthometric height was determined by differential leveling
 AI7668.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI7668
 AI7668.The ellipsoidal height was determined by GPS observations
 AI7668.and is referenced to NAD 83.
 AI7668
 AI7668.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI7668;SPC MN S     -   176,737.058   644,145.440   MT  1.00002547   -1 21 17.0
 AI7668;UTM  15      - 4,839,849.604   263,580.557   MT  1.00028756   -2 01 34.2
 AI7668;UTM  14      - 4,840,241.989   747,261.610   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  =   0.99995302
 AI7668!UTM  15      -   0.99992756  x   1.00028756  =   1.00021509
 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  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: 15TTJ6358139850(NAD 83)
 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 = OCTOBER  6, 2006
 AI7669 ***********************************************************************
 AI7669  DESIGNATION -  5308 E 2
 AI7669  PID         -  AI7669
 AI7669  STATE/COUNTY-  MN/NOBLES
 AI7669  USGS QUAD   -  ADRIAN (1967)
 AI7669
 AI7669                         *CURRENT SURVEY CONTROL
 AI7669  ___________________________________________________________________
 AI7669* NAD 83(1996)-  43 41 18.98432(N)    095 55 57.52990(W)     ADJUSTED  
 AI7669* NAVD 88     -       495.677  (meters)    1626.23   (feet)  ADJUSTED  
 AI7669  ___________________________________________________________________
 AI7669  X           -    -477,497.473 (meters)                     COMP
 AI7669  Y           -  -4,595,039.091 (meters)                     COMP
 AI7669  Z           -   4,383,462.447 (meters)                     COMP
 AI7669  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AI7669  ELLIP HEIGHT-         469.37  (meters)          (11/13/02) GPS OBS
 AI7669  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AI7669  DYNAMIC HT  -         495.562 (meters)    1625.86  (feet)  COMP
 AI7669  MODELED GRAV-     980,372.6   (mgal)                       NAVD 88
 AI7669
 AI7669  HORZ ORDER  -  FIRST
 AI7669  VERT ORDER  -  SECOND    CLASS I
 AI7669  ELLP ORDER  -  THIRD     CLASS I
 AI7669
 AI7669.The horizontal coordinates were established by GPS observations
 AI7669.and adjusted by the MN DEPT OF TRANSP in November 2002..
 AI7669
 AI7669.The orthometric height was determined by differential leveling
 AI7669.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI7669
 AI7669.The ellipsoidal height was determined by GPS observations
 AI7669.and is referenced to NAD 83.
 AI7669
 AI7669.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI7669;SPC MN S     -   178,355.733   644,192.420   MT  1.00002187   -1 21 16.7
 AI7669;UTM  15      - 4,841,468.043   263,646.528   MT  1.00028717   -2 01 35.9
 AI7669;UTM  14      - 4,841,861.067   747,210.397   MT  1.00035176   +2 07 11.3
 AI7669
 AI7669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7669!SPC MN S     -   0.99992640  x   1.00002187  =   0.99994827
 AI7669!UTM  15      -   0.99992640  x   1.00028717  =   1.00021355
 AI7669!UTM  14      -   0.99992640  x   1.00035176  =   1.00027814
 AI7669
 AI7669:                Primary Azimuth Mark                     Grid Az
 AI7669:SPC MN S     -  5308 F                                   001 34 57.6
 AI7669:UTM  15      -  5308 F                                   002 15 16.8
 AI7669:UTM  14      -  5308 F                                   358 06 29.6
 AI7669
 AI7669|---------------------------------------------------------------------|
 AI7669| PID    Reference Object                     Distance      Geod. Az  |
 AI7669|                                                           dddmmss.s |
 AI7669| AI7670 5308 F                              APPROX. 0.8 KM 0001340.9 |
 AI7669|---------------------------------------------------------------------|
 AI7669
 AI7669                          SUPERSEDED SURVEY CONTROL
 AI7669
 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: 15TTJ6364741468(NAD 83)
 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 = OCTOBER  6, 2006
 AI7670 ***********************************************************************
 AI7670  DESIGNATION -  5308 F
 AI7670  PID         -  AI7670
 AI7670  STATE/COUNTY-  MN/NOBLES
 AI7670  USGS QUAD   -  ADRIAN (1967)
 AI7670
 AI7670                         *CURRENT SURVEY CONTROL
 AI7670  ___________________________________________________________________
 AI7670* NAD 83(1996)-  43 41 45.19046(N)    095 55 57.38616(W)     ADJUSTED  
 AI7670* NAVD 88     -       498.016  (meters)    1633.91   (feet)  ADJUSTED  
 AI7670  ___________________________________________________________________
 AI7670  X           -    -477,436.696 (meters)                     COMP
 AI7670  Y           -  -4,594,485.369 (meters)                     COMP
 AI7670  Z           -   4,384,048.929 (meters)                     COMP
 AI7670  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AI7670  ELLIP HEIGHT-         471.73  (meters)          (11/13/02) GPS OBS
 AI7670  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AI7670  DYNAMIC HT  -         497.902 (meters)    1633.53  (feet)  COMP
 AI7670  MODELED GRAV-     980,374.4   (mgal)                       NAVD 88
 AI7670
 AI7670  HORZ ORDER  -  FIRST
 AI7670  VERT ORDER  -  SECOND    CLASS I
 AI7670  ELLP ORDER  -  THIRD     CLASS I
 AI7670
 AI7670.The horizontal coordinates were established by GPS observations
 AI7670.and adjusted by the MN DEPT OF TRANSP in November 2002..
 AI7670
 AI7670.The orthometric height was determined by differential leveling
 AI7670.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI7670
 AI7670.The ellipsoidal height was determined by GPS observations
 AI7670.and is referenced to NAD 83.
 AI7670
 AI7670.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI7670;SPC MN S     -   179,164.244   644,214.759   MT  1.00002009   -1 21 16.6
 AI7670;UTM  15      - 4,842,276.451   263,678.358   MT  1.00028699   -2 01 36.7
 AI7670;UTM  14      - 4,842,669.713   747,183.686   MT  1.00035160   +2 07 12.4
 AI7670
 AI7670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7670!SPC MN S     -   0.99992603  x   1.00002009  =   0.99994612
 AI7670!UTM  15      -   0.99992603  x   1.00028699  =   1.00021300
 AI7670!UTM  14      -   0.99992603  x   1.00035160  =   1.00027761
 AI7670
 AI7670:                Primary Azimuth Mark                     Grid Az
 AI7670:SPC MN S     -  5308 E 2                                 181 34 57.6
 AI7670:UTM  15      -  5308 E 2                                 182 15 17.7
 AI7670:UTM  14      -  5308 E 2                                 178 06 28.6
 AI7670
 AI7670|---------------------------------------------------------------------|
 AI7670| PID    Reference Object                     Distance      Geod. Az  |
 AI7670|                                                           dddmmss.s |
 AI7670| AI7669 5308 E 2                            APPROX. 0.8 KM 1801341.0 |
 AI7670|---------------------------------------------------------------------|
 AI7670
 AI7670                          SUPERSEDED SURVEY CONTROL
 AI7670
 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_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 = OCTOBER  6, 2006
 AI7684 ***********************************************************************
 AI7684  DESIGNATION -  5308 H
 AI7684  PID         -  AI7684
 AI7684  STATE/COUNTY-  MN/NOBLES
 AI7684  USGS QUAD   -  ADRIAN (1967)
 AI7684
 AI7684                         *CURRENT SURVEY CONTROL
 AI7684  ___________________________________________________________________
 AI7684* NAD 83(1986)-  43 42 38.     (N)    095 55 57.     (W)     SCALED    
 AI7684* NAVD 88     -       493.901  (meters)    1620.41   (feet)  ADJUSTED  
 AI7684  ___________________________________________________________________
 AI7684  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AI7684  DYNAMIC HT  -         493.790 (meters)    1620.04  (feet)  COMP
 AI7684  MODELED GRAV-     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
 AI7684.and adjusted by the National Geodetic Survey in January 2001..
 AI7684
 AI7684.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI7685 ***********************************************************************
 AI7685  DESIGNATION -  5308 J
 AI7685  PID         -  AI7685
 AI7685  STATE/COUNTY-  MN/NOBLES
 AI7685  USGS QUAD   -  ADRIAN (1967)
 AI7685
 AI7685                         *CURRENT SURVEY CONTROL
 AI7685  ___________________________________________________________________
 AI7685* NAD 83(1986)-  43 43 57.     (N)    095 55 59.     (W)     SCALED    
 AI7685* NAVD 88     -       497.779  (meters)    1633.13   (feet)  ADJUSTED  
 AI7685  ___________________________________________________________________
 AI7685  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AI7685  DYNAMIC HT  -         497.670 (meters)    1632.77  (feet)  COMP
 AI7685  MODELED GRAV-     980,383.3   (mgal)                       NAVD 88
 AI7685
 AI7685  VERT ORDER  -  SECOND    CLASS I
 AI7685
 AI7685.The horizontal coordinates were scaled from a topographic map and have
 AI7685.an estimated accuracy of +/- 6 seconds.
 AI7685
 AI7685.The orthometric height was determined by differential leveling
 AI7685.and adjusted by the National Geodetic Survey in January 2001..
 AI7685
 AI7685.The geoid height was determined by GEOID03.
 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     -   183,230.      644,280.      MT  (+/- 180 meters Scaled)
 AI7685
 AI7685                          SUPERSEDED SURVEY CONTROL
 AI7685
 AI7685.No superseded survey control is available for this station.
 AI7685
 AI7685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ637463(NAD 83)
 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 = OCTOBER  6, 2006
 AI7671 ***********************************************************************
 AI7671  DESIGNATION -  5308 K
 AI7671  PID         -  AI7671
 AI7671  STATE/COUNTY-  MN/NOBLES
 AI7671  USGS QUAD   -  SLAYTON SW (1967)
 AI7671
 AI7671                         *CURRENT SURVEY CONTROL
 AI7671  ___________________________________________________________________
 AI7671* NAD 83(1996)-  43 45 14.63013(N)    095 55 59.42996(W)     ADJUSTED  
 AI7671* NAVD 88     -       499.871  (meters)    1639.99   (feet)  ADJUSTED  
 AI7671  ___________________________________________________________________
 AI7671  X           -    -477,020.498 (meters)                     COMP
 AI7671  Y           -  -4,590,037.798 (meters)                     COMP
 AI7671  Z           -   4,388,721.907 (meters)                     COMP
 AI7671  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AI7671  ELLIP HEIGHT-         473.70  (meters)          (11/13/02) GPS OBS
 AI7671  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AI7671  DYNAMIC HT  -         499.763 (meters)    1639.64  (feet)  COMP
 AI7671  MODELED GRAV-     980,387.6   (mgal)                       NAVD 88
 AI7671
 AI7671  HORZ ORDER  -  FIRST
 AI7671  VERT ORDER  -  SECOND    CLASS I
 AI7671  ELLP ORDER  -  THIRD     CLASS I
 AI7671
 AI7671.The horizontal coordinates were established by GPS observations
 AI7671.and adjusted by the MN DEPT OF TRANSP in November 2002..
 AI7671
 AI7671.The orthometric height was determined by differential leveling
 AI7671.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI7671
 AI7671.The ellipsoidal height was determined by GPS observations
 AI7671.and is referenced to NAD 83.
 AI7671
 AI7671.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI7671;SPC MN S     -   185,627.544   644,321.860   MT  1.00000647   -1 21 18.1
 AI7671;UTM  15      - 4,848,739.813   263,861.455   MT  1.00028591   -2 01 45.9
 AI7671;UTM  14      - 4,849,129.797   746,898.637   MT  1.00034985   +2 07 19.1
 AI7671
 AI7671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7671!SPC MN S     -   0.99992572  x   1.00000647  =   0.99993219
 AI7671!UTM  15      -   0.99992572  x   1.00028591  =   1.00021161
 AI7671!UTM  14      -   0.99992572  x   1.00034985  =   1.00027555
 AI7671
 AI7671:                Primary Azimuth Mark                     Grid Az
 AI7671:SPC MN S     -  5308 V                                   005 07 19.6
 AI7671:UTM  15      -  5308 V                                   005 47 47.4
 AI7671:UTM  14      -  5308 V                                   001 38 42.4
 AI7671
 AI7671|---------------------------------------------------------------------|
 AI7671| PID    Reference Object                     Distance      Geod. Az  |
 AI7671|                                                           dddmmss.s |
 AI7671| AI7677 5308 V                              APPROX. 0.8 KM 0034601.5 |
 AI7671| AI7676 5308 U                              APPROX. 0.8 KM 1765026.4 |
 AI7671|---------------------------------------------------------------------|
 AI7671
 AI7671                          SUPERSEDED SURVEY CONTROL
 AI7671
 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: 15TTJ6386148740(NAD 83)
 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 - January 04, 2000
 AI7671
 AI7671  HISTORY     - Date     Condition        Report By
 AI7671  HISTORY     - 1956     MONUMENTED       MNDT
 AI7671  HISTORY     - 19991116 GOOD             MNDT
 AI7671  HISTORY     - 20000104 GOOD             MNDT
 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.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7686 ***********************************************************************
 AI7686  DESIGNATION -  5308 O
 AI7686  PID         -  AI7686
 AI7686  STATE/COUNTY-  MN/NOBLES
 AI7686  USGS QUAD   -  SLAYTON SW (1967)
 AI7686
 AI7686                         *CURRENT SURVEY CONTROL
 AI7686  ___________________________________________________________________
 AI7686* NAD 83(1986)-  43 49 05.     (N)    095 55 57.     (W)     SCALED    
 AI7686* NAVD 88     -       502.363  (meters)    1648.17   (feet)  ADJUSTED  
 AI7686  ___________________________________________________________________
 AI7686  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AI7686  DYNAMIC HT  -         502.250 (meters)    1647.80  (feet)  COMP
 AI7686  MODELED GRAV-     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
 AI7686.and adjusted by the National Geodetic Survey in January 2001..
 AI7686
 AI7686.The geoid height was determined by GEOID03.
 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_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 = OCTOBER  6, 2006
 AI7672 ***********************************************************************
 AI7672  DESIGNATION -  5308 Q
 AI7672  PID         -  AI7672
 AI7672  STATE/COUNTY-  MN/NOBLES
 AI7672  USGS QUAD   -  SLAYTON SW (1967)
 AI7672
 AI7672                         *CURRENT SURVEY CONTROL
 AI7672  ___________________________________________________________________
 AI7672* NAD 83(1996)-  43 50 54.39281(N)    095 56 05.28904(W)     ADJUSTED  
 AI7672* NAVD 88     -       514.880  (meters)    1689.24   (feet)  ADJUSTED  
 AI7672  ___________________________________________________________________
 AI7672  X           -    -476,401.471 (meters)                     COMP
 AI7672  Y           -  -4,582,815.189 (meters)                     COMP
 AI7672  Z           -   4,396,301.220 (meters)                     COMP
 AI7672  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AI7672  ELLIP HEIGHT-         488.65  (meters)          (11/13/02) GPS OBS
 AI7672  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AI7672  DYNAMIC HT  -         514.761 (meters)    1688.85  (feet)  COMP
 AI7672  MODELED GRAV-     980,369.8   (mgal)                       NAVD 88
 AI7672
 AI7672  HORZ ORDER  -  FIRST
 AI7672  VERT ORDER  -  SECOND    CLASS I
 AI7672  ELLP ORDER  -  THIRD     CLASS I
 AI7672
 AI7672.The horizontal coordinates were established by GPS observations
 AI7672.and adjusted by the MN DEPT OF TRANSP in November 2002..
 AI7672
 AI7672.The orthometric height was determined by differential leveling
 AI7672.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI7672
 AI7672.The ellipsoidal height was determined by GPS observations
 AI7672.and is referenced to NAD 83.
 AI7672
 AI7672.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI7672;SPC MN S     -   196,113.912   644,439.000   MT  0.99998653   -1 21 22.2
 AI7672;UTM  15      - 4,859,227.097   264,102.401   MT  1.00028450   -2 02 02.5
 AI7672;UTM  14      - 4,859,607.636   746,379.070   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  =   0.99990991
 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 54.7
 AI7672:UTM  15      -  5308 X                                   175 40 35.0
 AI7672:UTM  14      -  5308 X                                   171 31 04.3
 AI7672
 AI7672|---------------------------------------------------------------------|
 AI7672| PID    Reference Object                     Distance      Geod. Az  |
 AI7672|                                                           dddmmss.s |
 AI7672| AI7679 5308 X                              APPROX. 1.6 KM 1733832.5 |
 AI7672|---------------------------------------------------------------------|
 AI7672
 AI7672                          SUPERSEDED SURVEY CONTROL
 AI7672
 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_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 = OCTOBER  6, 2006
 AI7673 ***********************************************************************
 AI7673  DESIGNATION -  5308 R
 AI7673  PID         -  AI7673
 AI7673  STATE/COUNTY-  MN/NOBLES
 AI7673  USGS QUAD   -  SLAYTON SW (1967)
 AI7673
 AI7673                         *CURRENT SURVEY CONTROL
 AI7673  ___________________________________________________________________
 AI7673* NAD 83(1996)-  43 47 26.54790(N)    095 55 59.23899(W)     ADJUSTED  
 AI7673* NAVD 88     -       511.959  (meters)    1679.65   (feet)  ADJUSTED  
 AI7673  ___________________________________________________________________
 AI7673  X           -    -476,725.984 (meters)                     COMP
 AI7673  Y           -  -4,587,245.200 (meters)                     COMP
 AI7673  Z           -   4,391,670.421 (meters)                     COMP
 AI7673  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AI7673  ELLIP HEIGHT-         485.77  (meters)          (11/13/02) GPS OBS
 AI7673  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AI7673  DYNAMIC HT  -         511.847 (meters)    1679.28  (feet)  COMP
 AI7673  MODELED GRAV-     980,383.4   (mgal)                       NAVD 88
 AI7673
 AI7673  HORZ ORDER  -  FIRST
 AI7673  VERT ORDER  -  SECOND    CLASS I
 AI7673  ELLP ORDER  -  THIRD     CLASS I
 AI7673
 AI7673.The horizontal coordinates were established by GPS observations
 AI7673.and adjusted by the MN DEPT OF TRANSP in November 2002..
 AI7673
 AI7673.The orthometric height was determined by differential leveling
 AI7673.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI7673
 AI7673.The ellipsoidal height was determined by GPS observations
 AI7673.and is referenced to NAD 83.
 AI7673
 AI7673.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI7673;SPC MN S     -   189,697.729   644,422.407   MT  0.99999841   -1 21 17.9
 AI7673;UTM  15      - 4,852,809.682   264,009.992   MT  1.00028504   -2 01 50.6
 AI7673;UTM  14      - 4,853,199.997   746,752.050   MT  1.00034896   +2 07 24.3
 AI7673
 AI7673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7673!SPC MN S     -   0.99992383  x   0.99999841  =   0.99992224
 AI7673!UTM  15      -   0.99992383  x   1.00028504  =   1.00020885
 AI7673!UTM  14      -   0.99992383  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  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: 15TTJ6401052810(NAD 83)
 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 = OCTOBER  6, 2006
 AI7674 ***********************************************************************
 AI7674  DESIGNATION -  5308 S
 AI7674  PID         -  AI7674
 AI7674  STATE/COUNTY-  MN/NOBLES
 AI7674  USGS QUAD   -  SLAYTON SW (1967)
 AI7674
 AI7674                         *CURRENT SURVEY CONTROL
 AI7674  ___________________________________________________________________
 AI7674* NAD 83(1996)-  43 46 33.84666(N)    095 55 59.33594(W)     ADJUSTED  
 AI7674* NAVD 88     -       516.677  (meters)    1695.13   (feet)  ADJUSTED  
 AI7674  ___________________________________________________________________
 AI7674  X           -    -476,844.838 (meters)                     COMP
 AI7674  Y           -  -4,588,367.885 (meters)                     COMP
 AI7674  Z           -   4,390,499.309 (meters)                     COMP
 AI7674  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AI7674  ELLIP HEIGHT-         490.50  (meters)          (11/13/02) GPS OBS
 AI7674  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AI7674  DYNAMIC HT  -         516.565 (meters)    1694.76  (feet)  COMP
 AI7674  MODELED GRAV-     980,386.1   (mgal)                       NAVD 88
 AI7674
 AI7674  HORZ ORDER  -  FIRST
 AI7674  VERT ORDER  -  SECOND    CLASS I
 AI7674  ELLP ORDER  -  THIRD     CLASS I
 AI7674
 AI7674.The horizontal coordinates were established by GPS observations
 AI7674.and adjusted by the MN DEPT OF TRANSP in November 2002..
 AI7674
 AI7674.The orthometric height was determined by differential leveling
 AI7674.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI7674
 AI7674.The ellipsoidal height was determined by GPS observations
 AI7674.and is referenced to NAD 83.
 AI7674
 AI7674.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI7674;SPC MN S     -   188,071.699   644,381.777   MT  1.00000158   -1 21 18.0
 AI7674;UTM  15      - 4,851,183.781   263,950.179   MT  1.00028539   -2 01 48.8
 AI7674;UTM  14      - 4,851,573.930   746,810.163   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  =   1.00027237
 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  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: 15TTJ6395051184(NAD 83)
 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 = OCTOBER  6, 2006
 AI7675 ***********************************************************************
 AI7675  DESIGNATION -  5308 T
 AI7675  PID         -  AI7675
 AI7675  STATE/COUNTY-  MN/NOBLES
 AI7675  USGS QUAD   -  ADRIAN (1967)
 AI7675
 AI7675                         *CURRENT SURVEY CONTROL
 AI7675  ___________________________________________________________________
 AI7675* NAD 83(1996)-  43 43 03.64905(N)    095 55 56.98936(W)     ADJUSTED  
 AI7675* NAVD 88     -       499.663  (meters)    1639.31   (feet)  ADJUSTED  
 AI7675  ___________________________________________________________________
 AI7675  X           -    -477,255.039 (meters)                     COMP
 AI7675  Y           -  -4,592,823.187 (meters)                     COMP
 AI7675  Z           -   4,385,800.665 (meters)                     COMP
 AI7675  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AI7675  ELLIP HEIGHT-         473.42  (meters)          (11/13/02) GPS OBS
 AI7675  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AI7675  DYNAMIC HT  -         499.552 (meters)    1638.95  (feet)  COMP
 AI7675  MODELED GRAV-     980,379.7   (mgal)                       NAVD 88
 AI7675
 AI7675  HORZ ORDER  -  FIRST
 AI7675  VERT ORDER  -  SECOND    CLASS I
 AI7675  ELLP ORDER  -  THIRD     CLASS I
 AI7675
 AI7675.The horizontal coordinates were established by GPS observations
 AI7675.and adjusted by the MN DEPT OF TRANSP in November 2002..
 AI7675
 AI7675.The orthometric height was determined by differential leveling
 AI7675.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI7675
 AI7675.The ellipsoidal height was determined by GPS observations
 AI7675.and is referenced to NAD 83.
 AI7675
 AI7675.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI7675;SPC MN S     -   181,584.861   644,280.884   MT  1.00001487   -1 21 16.3
 AI7675;UTM  15      - 4,844,696.777   263,772.921   MT  1.00028643   -2 01 39.4
 AI7675;UTM  14      - 4,845,090.695   747,102.935   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  =   1.00027684
 AI7675
 AI7675                          SUPERSEDED SURVEY CONTROL
 AI7675
 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: 15TTJ6377344697(NAD 83)
 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 = OCTOBER  6, 2006
 AI7676 ***********************************************************************
 AI7676  DESIGNATION -  5308 U
 AI7676  PID         -  AI7676
 AI7676  STATE/COUNTY-  MN/NOBLES
 AI7676  USGS QUAD   -  ADRIAN (1967)
 AI7676
 AI7676                         *CURRENT SURVEY CONTROL
 AI7676  ___________________________________________________________________
 AI7676* NAD 83(1996)-  43 44 48.30985(N)    095 55 57.42595(W)     ADJUSTED  
 AI7676* NAVD 88     -       503.671  (meters)    1652.46   (feet)  ADJUSTED  
 AI7676  ___________________________________________________________________
 AI7676  X           -    -477,034.250 (meters)                     COMP
 AI7676  Y           -  -4,590,603.921 (meters)                     COMP
 AI7676  Z           -   4,388,137.685 (meters)                     COMP
 AI7676  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AI7676  ELLIP HEIGHT-         477.48  (meters)          (11/13/02) GPS OBS
 AI7676  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AI7676  DYNAMIC HT  -         503.562 (meters)    1652.10  (feet)  COMP
 AI7676  MODELED GRAV-     980,386.3   (mgal)                       NAVD 88
 AI7676
 AI7676  HORZ ORDER  -  FIRST
 AI7676  VERT ORDER  -  SECOND    CLASS I
 AI7676  ELLP ORDER  -  THIRD     CLASS I
 AI7676
 AI7676.The horizontal coordinates were established by GPS observations
 AI7676.and adjusted by the MN DEPT OF TRANSP in November 2002..
 AI7676
 AI7676.The orthometric height was determined by differential leveling
 AI7676.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI7676
 AI7676.The ellipsoidal height was determined by GPS observations
 AI7676.and is referenced to NAD 83.
 AI7676
 AI7676.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI7676;SPC MN S     -   184,814.378   644,347.477   MT  1.00000813   -1 21 16.7
 AI7676;UTM  15      - 4,847,926.175   263,877.505   MT  1.00028582   -2 01 43.5
 AI7676;UTM  14      - 4,848,319.403   746,973.546   MT  1.00035031   +2 07 19.5
 AI7676
 AI7676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7676!SPC MN S     -   0.99992513  x   1.00000813  =   0.99993326
 AI7676!UTM  15      -   0.99992513  x   1.00028582  =   1.00021093
 AI7676!UTM  14      -   0.99992513  x   1.00035031  =   1.00027542
 AI7676
 AI7676:                Primary Azimuth Mark                     Grid Az
 AI7676:SPC MN S     -  5308 V                                   001 38 23.5
 AI7676:UTM  15      -  5308 V                                   002 18 50.3
 AI7676:UTM  14      -  5308 V                                   358 09 47.3
 AI7676
 AI7676|---------------------------------------------------------------------|
 AI7676| PID    Reference Object                     Distance      Geod. Az  |
 AI7676|                                                           dddmmss.s |
 AI7676| AI7677 5308 V                              APPROX. 1.6 KM 0001706.8 |
 AI7676|---------------------------------------------------------------------|
 AI7676
 AI7676                          SUPERSEDED SURVEY CONTROL
 AI7676
 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: 15TTJ6387847926(NAD 83)
 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 = OCTOBER  6, 2006
 AI7678 ***********************************************************************
 AI7678  DESIGNATION -  5308 W
 AI7678  PID         -  AI7678
 AI7678  STATE/COUNTY-  MN/NOBLES
 AI7678  USGS QUAD   -  SLAYTON SW (1967)
 AI7678
 AI7678                         *CURRENT SURVEY CONTROL
 AI7678  ___________________________________________________________________
 AI7678* NAD 83(1996)-  43 49 10.30183(N)    095 55 59.15590(W)     ADJUSTED  
 AI7678* NAVD 88     -       502.810  (meters)    1649.64   (feet)  ADJUSTED  
 AI7678  ___________________________________________________________________
 AI7678  X           -    -476,494.313 (meters)                     COMP
 AI7678  Y           -  -4,585,033.941 (meters)                     COMP
 AI7678  Z           -   4,393,975.288 (meters)                     COMP
 AI7678  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AI7678  ELLIP HEIGHT-         476.62  (meters)          (11/13/02) GPS OBS
 AI7678  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AI7678  DYNAMIC HT  -         502.697 (meters)    1649.27  (feet)  COMP
 AI7678  MODELED GRAV-     980,378.3   (mgal)                       NAVD 88
 AI7678
 AI7678  HORZ ORDER  -  FIRST
 AI7678  VERT ORDER  -  SECOND    CLASS I
 AI7678  ELLP ORDER  -  THIRD     CLASS I
 AI7678
 AI7678.The horizontal coordinates were established by GPS observations
 AI7678.and adjusted by the MN DEPT OF TRANSP in November 2002..
 AI7678
 AI7678.The orthometric height was determined by differential leveling
 AI7678.and adjusted by the National Geodetic Survey 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 DEFLEC99 derived deflections.
 AI7678
 AI7678.The ellipsoidal height was determined by GPS observations
 AI7678.and is referenced to NAD 83.
 AI7678
 AI7678.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI7678;SPC MN S     -   192,898.980   644,499.984   MT  0.99999235   -1 21 17.9
 AI7678;UTM  15      - 4,856,010.720   264,125.382   MT  1.00028437   -2 01 54.4
 AI7678;UTM  14      - 4,856,401.186   746,635.185   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  =   1.00027348
 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  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: 15TTJ6412556011(NAD 83)
 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 = OCTOBER  6, 2006
 AI7679 ***********************************************************************
 AI7679  DESIGNATION -  5308 X
 AI7679  PID         -  AI7679
 AI7679  STATE/COUNTY-  MN/NOBLES
 AI7679  USGS QUAD   -  SLAYTON SW (1967)
 AI7679
 AI7679                         *CURRENT SURVEY CONTROL
 AI7679  ___________________________________________________________________
 AI7679* NAD 83(1996)-  43 50 03.51351(N)    095 55 57.45766(W)     ADJUSTED  
 AI7679* NAVD 88     -       517.066  (meters)    1696.41   (feet)  ADJUSTED  
 AI7679  ___________________________________________________________________
 AI7679  X           -    -476,340.070 (meters)                     COMP
 AI7679  Y           -  -4,583,916.822 (meters)                     COMP
 AI7679  Z           -   4,395,170.054 (meters)                     COMP
 AI7679  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AI7679  ELLIP HEIGHT-         490.86  (meters)          (11/13/02) GPS OBS
 AI7679  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AI7679  DYNAMIC HT  -         516.947 (meters)    1696.02  (feet)  COMP
 AI7679  MODELED GRAV-     980,373.8   (mgal)                       NAVD 88
 AI7679
 AI7679  HORZ ORDER  -  FIRST
 AI7679  VERT ORDER  -  SECOND    CLASS I
 AI7679  ELLP ORDER  -  THIRD     CLASS I
 AI7679
 AI7679.The horizontal coordinates were established by GPS observations
 AI7679.and adjusted by the MN DEPT OF TRANSP in November 2002..
 AI7679
 AI7679.The orthometric height was determined by differential leveling
 AI7679.and adjusted by the National Geodetic Survey in January 2001..
 AI7679
 AI7679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7679
 AI7679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7679
 AI7679.The ellipsoidal height was determined by GPS observations
 AI7679.and is referenced to NAD 83.
 AI7679
 AI7679.The geoid height was determined by GEOID03.
 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;                    North         East     Units Scale Factor Converg.
 AI7679;SPC MN S     -   194,539.911   644,576.748   MT  0.99998934   -1 21 16.7
 AI7679;UTM  15      - 4,857,651.111   264,221.560   MT  1.00028381   -2 01 55.2
 AI7679;UTM  14      - 4,858,044.339   746,612.200   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  =   1.00020682
 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 42.2
 AI7679:UTM  15      -  5308 W                                   183 21 20.7
 AI7679:UTM  14      -  5308 W                                   179 11 53.9
 AI7679
 AI7679|---------------------------------------------------------------------|
 AI7679| PID    Reference Object                     Distance      Geod. Az  |
 AI7679|                                                           dddmmss.s |
 AI7679| AI7678 5308 W                              APPROX. 1.6 KM 1811925.5 |
 AI7679|---------------------------------------------------------------------|
 AI7679
 AI7679                          SUPERSEDED SURVEY CONTROL
 AI7679
 AI7679  NAVD 88 (11/13/02)  517.07   (m)         1696.4    (f) LEVELING    3  
 AI7679
 AI7679.Superseded values are not recommended for survey control.
 AI7679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7679.See file dsdata.txt to determine how the superseded data were derived.
 AI7679
 AI7679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6422257651(NAD 83)
 AI7679_MARKER: DD = SURVEY DISK
 AI7679_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7679_STAMPING: 5308 X 1999
 AI7679_MARK LOGO: MNDT  
 AI7679_PROJECTION: RECESSED 8 CENTIMETERS
 AI7679_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7679+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 AI7679_ROD/PIPE-DEPTH:  6.1 meters
 AI7679
 AI7679  HISTORY     - Date     Condition        Report By
 AI7679  HISTORY     - 1999     MONUMENTED       MNDT
 AI7679  HISTORY     - 20000406 GOOD             MNDT
 AI7679  HISTORY     - 20051114 GOOD             MNDT
 AI7679
 AI7679                          STATION DESCRIPTION
 AI7679
 AI7679'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI7679'6 MI (9.7 KM) NORTH OF LISMORE, 6 MI (9.7 KM) NORTH ALONG TH 91 FROM
 AI7679'JCT OF TH 91 AND CO RD 160.5 MI (258.3 KM) EAST OF LISMORE, AT TH 91
 AI7679'MP 27.00, 58.5 FT (17.8 M) EAST OF TH 91, 138 FT (42.1 M) NORTH OF
 AI7679'ROAD, 7.4 FT (2.3 M) SOUTH OF P-POLE, 93.7 FT (28.6 M) SE OF MP 27,
 AI7679'2.1 FT (0.6 M) SOUTH OF WIT POST.
 AI7679
 AI7679                          STATION RECOVERY (2000)
 AI7679
 AI7679'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DGH)
 AI7679'RECOVERED AS DESCRIBED.
 AI7679
 AI7679                          STATION RECOVERY (2005)
 AI7679
 AI7679'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AI7679'6.0 MILES NORTH OF LISMORE, 6.0 MILES NORTH ALONG TRUNK HIGHWAY 91
 AI7679'FROM JUNCTION OF TRUNK HIGHWAY 91 AND COUNTY ROAD 16 0.5 MILES EAST OF
 AI7679'LISMORE, AT TRUNK HIGHWAY 91 MILEPOINT 27.00, 58.5 FEET EAST OF TRUNK
 AI7679'HIGHWAY 91, 138 FEET NORTH OF ROAD, 7.4 FEET SOUTH OF POWER POLE, 93.7
 AI7679'FEET SOUTHEAST OF MILEPOINT 27, 2.1 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9611 ***********************************************************************
 DE9611  DESIGNATION -  5310 E
 DE9611  PID         -  DE9611
 DE9611  STATE/COUNTY-  MN/JACKSON
 DE9611  USGS QUAD   -  ROUND LAKE (1960)
 DE9611
 DE9611                         *CURRENT SURVEY CONTROL
 DE9611  ___________________________________________________________________
 DE9611* NAD 83(1996)-  43 35 11.55744(N)    095 27 14.73321(W)     ADJUSTED  
 DE9611* NAVD 88     -       470.0    (meters)    1542.     (feet)  GPS OBS   
 DE9611  ___________________________________________________________________
 DE9611  X           -    -439,843.907 (meters)                     COMP
 DE9611  Y           -  -4,606,638.601 (meters)                     COMP
 DE9611  Z           -   4,375,236.873 (meters)                     COMP
 DE9611  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 DE9611  ELLIP HEIGHT-         442.99  (meters)          (01/17/03) GPS OBS
 DE9611  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DE9611
 DE9611  HORZ ORDER  -  FIRST
 DE9611  ELLP ORDER  -  THIRD     CLASS I
 DE9611
 DE9611.The horizontal coordinates were established by GPS observations
 DE9611.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9611
 DE9611.The orthometric height was determined by GPS observations and a
 DE9611.high-resolution geoid model.
 DE9611
 DE9611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9611
 DE9611.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9611
 DE9611.The ellipsoidal height was determined by GPS observations
 DE9611.and is referenced to NAD 83.
 DE9611
 DE9611.The geoid height was determined by GEOID03.
 DE9611
 DE9611;                    North         East     Units Scale Factor Converg.
 DE9611;SPC MN S     -   166,218.159   682,566.437   MT  1.00004844   -1 01 09.2
 DE9611;UTM  15      - 4,828,879.030   301,881.059   MT  1.00008282   -1 41 33.1
 DE9611
 DE9611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9611!SPC MN S     -   0.99993054  x   1.00004844  =   0.99997898
 DE9611!UTM  15      -   0.99993054  x   1.00008282  =   1.00001335
 DE9611
 DE9611                          SUPERSEDED SURVEY CONTROL
 DE9611
 DE9611.No superseded survey control is available for this station.
 DE9611
 DE9611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0188128879(NAD 83)
 DE9611_MARKER: DB = BENCH MARK DISK
 DE9611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9611_STAMPING: 5310 E 1955
 DE9611_MARK LOGO: MNHD  
 DE9611_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DE9611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9611+STABILITY: SURFACE MOTION
 DE9611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9611+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2004
 DE9611
 DE9611  HISTORY     - Date     Condition        Report By
 DE9611  HISTORY     - 1955     MONUMENTED       MNHD
 DE9611  HISTORY     - 20040929 GOOD             MNDT
 DE9611
 DE9611                          STATION DESCRIPTION
 DE9611
 DE9611'DESCRIBED BY MN HIGHWAY DEPT 1955
 DE9611'NO DESCRIPTION SUBMITTED FOR THIS POINT.  TEXT CREATED BY ADDESC.
 DE9611
 DE9611                          STATION RECOVERY (2004)
 DE9611
 DE9611'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MS)
 DE9611'7 MILES EAST-SOUTHEAST OF WORTHINGTON, 3.65 MILES SOUTH OF THE
 DE9611'JUNCTION OF TRUNK  HIGHWAY 264 AND INTERSTATE HIGHWAY 90, AT TRUNK
 DE9611'HIGHWAY 264 MILEPOINT 3.75, 130 FEET  SOUTH OF COUNTY ROAD 68, 72 FEET
 DE9611'EAST OF THE CENTERLINE OF TRUNK HIGHWAY 264, AT TRUNK  HIGHWAY 264
 DE9611'STATION 199 17,  2.2  FEET WEST OF WITNESS POST.  THE MARK IS A
 DE9611'MINNESOTA  DEPARTMENT OF HIGHWAYS BENCHMARK DISK SET IN A CONRETE
 DE9611'MONUMENT PROJECTING 3  INCHES.  THIS MARK WAS OCCUPIED FOR GPS
 DE9611'OBSERVATIONS SEPTEMBER 29, 2004.  FATAL ERROR  MESSAGE RETRIEVED IN
 DE9611'NGS DATABASE FOR THIS MARK  FEBRUARY 2, 2005
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6785 ***********************************************************************
 DF6785  DESIGNATION -  532 21
 DF6785  PID         -  DF6785
 DF6785  STATE/COUNTY-  MN/HUBBARD
 DF6785  USGS QUAD   -  STEAMBOAT LAKE (1972)
 DF6785
 DF6785                         *CURRENT SURVEY CONTROL
 DF6785  ___________________________________________________________________
 DF6785* NAD 83(1996)-  47 21 45.56018(N)    094 44 26.58511(W)     ADJUSTED  
 DF6785* NAVD 88     -       402.6    (meters)    1321.     (feet)  GPS OBS   
 DF6785  ___________________________________________________________________
 DF6785  X           -    -357,725.596 (meters)                     COMP
 DF6785  Y           -  -4,313,560.148 (meters)                     COMP
 DF6785  Z           -   4,669,443.695 (meters)                     COMP
 DF6785  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 DF6785  ELLIP HEIGHT-         374.62  (meters)          (08/04/03) GPS OBS
 DF6785  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DF6785
 DF6785  HORZ ORDER  -  FIRST
 DF6785  ELLP ORDER  -  THIRD     CLASS II
 DF6785
 DF6785.The horizontal coordinates were established by GPS observations
 DF6785.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6785
 DF6785.The orthometric height was determined by GPS observations and a
 DF6785.high-resolution geoid model.
 DF6785
 DF6785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6785
 DF6785.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6785
 DF6785.The ellipsoidal height was determined by GPS observations
 DF6785.and is referenced to NAD 83.
 DF6785
 DF6785.The geoid height was determined by GEOID03.
 DF6785
 DF6785;                    North         East     Units Scale Factor Converg.
 DF6785;SPC MN C     -   362,734.439   762,928.378   MT  1.00008342   -0 21 17.9
 DF6785;UTM  15      - 5,246,935.056   368,560.667   MT  0.99981232   -1 16 50.7
 DF6785
 DF6785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6785!SPC MN C     -   0.99994128  x   1.00008342  =   1.00002470
 DF6785!UTM  15      -   0.99994128  x   0.99981232  =   0.99975362
 DF6785
 DF6785                          SUPERSEDED SURVEY CONTROL
 DF6785
 DF6785.No superseded survey control is available for this station.
 DF6785
 DF6785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6856146935(NAD 83)
 DF6785_MARKER: DD = SURVEY DISK
 DF6785_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6785_STAMPING: 532-21 2001
 DF6785_MARK LOGO: MN-057
 DF6785_PROJECTION: RECESSED 5 CENTIMETERS
 DF6785_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6785+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6785_ROD/PIPE-DEPTH:  6.1 meters
 DF6785
 DF6785  HISTORY     - Date     Condition        Report By
 DF6785  HISTORY     - 2001     MONUMENTED       MN-057
 DF6785
 DF6785                          STATION DESCRIPTION
 DF6785
 DF6785'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6785'3.7 MILES (6.0 KM) WSW OF CASS LAKE, 5.85 MI (9.41 KM) EAST ALONG CO
 DF6785'RD 9 FROM TH 71 MP 303.90,
 DF6785'46 FT (14.0 M) NORTH OF CO RD 9, 15 FT (4.6 M) EAST OF ENTRANCE, 3 FT
 DF6785'(0.9 M) SOUTH OF WIT POST.
 DF6785'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6786 ***********************************************************************
 DF6786  DESIGNATION -  532 32
 DF6786  PID         -  DF6786
 DF6786  STATE/COUNTY-  MN/HUBBARD
 DF6786  USGS QUAD   -  GUTHRIE (1968)
 DF6786
 DF6786                         *CURRENT SURVEY CONTROL
 DF6786  ___________________________________________________________________
 DF6786* NAD 83(1996)-  47 19 31.85278(N)    094 45 24.20806(W)     ADJUSTED  
 DF6786* NAVD 88     -       421.0    (meters)    1381.     (feet)  GPS OBS   
 DF6786  ___________________________________________________________________
 DF6786  X           -    -359,183.511 (meters)                     COMP
 DF6786  Y           -  -4,316,498.984 (meters)                     COMP
 DF6786  Z           -   4,666,659.110 (meters)                     COMP
 DF6786  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DF6786  ELLIP HEIGHT-         393.02  (meters)          (08/04/03) GPS OBS
 DF6786  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DF6786
 DF6786  HORZ ORDER  -  FIRST
 DF6786  ELLP ORDER  -  THIRD     CLASS II
 DF6786
 DF6786.The horizontal coordinates were established by GPS observations
 DF6786.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6786
 DF6786.The orthometric height was determined by GPS observations and a
 DF6786.high-resolution geoid model.
 DF6786
 DF6786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6786
 DF6786.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6786
 DF6786.The ellipsoidal height was determined by GPS observations
 DF6786.and is referenced to NAD 83.
 DF6786
 DF6786.The geoid height was determined by GEOID03.
 DF6786
 DF6786;                    North         East     Units Scale Factor Converg.
 DF6786;SPC MN C     -   358,612.578   761,692.763   MT  1.00007193   -0 21 59.6
 DF6786;UTM  15      - 5,242,834.770   367,258.979   MT  0.99981655   -1 17 30.3
 DF6786
 DF6786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6786!SPC MN C     -   0.99993840  x   1.00007193  =   1.00001033
 DF6786!UTM  15      -   0.99993840  x   0.99981655  =   0.99975496
 DF6786
 DF6786                          SUPERSEDED SURVEY CONTROL
 DF6786
 DF6786.No superseded survey control is available for this station.
 DF6786
 DF6786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6725942835(NAD 83)
 DF6786_MARKER: DD = SURVEY DISK
 DF6786_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6786_STAMPING: 532-32 2001
 DF6786_MARK LOGO: MN-057
 DF6786_PROJECTION: RECESSED 5 CENTIMETERS
 DF6786_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6786+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6786_ROD/PIPE-DEPTH:  4.9 meters
 DF6786
 DF6786  HISTORY     - Date     Condition        Report By
 DF6786  HISTORY     - 2001     MONUMENTED       MN-057
 DF6786
 DF6786                          STATION DESCRIPTION
 DF6786
 DF6786'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6786'4.5 MILES (7.2 KM) SW OF CASS LAKE, 4.82 MI (7.76 KM) SOUTH ALONG CO
 DF6786'RD 45 FROM THE JCT OF TH 2,
 DF6786'0.15 MI (0.24 KM) NORTH OF 460TH ST, 33 FT (10.1 M) WEST OF CO RD 45,
 DF6786'3 FT (0.9 M) EAST OF WIT POST.
 DF6786'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1993 ***********************************************************************
 PP1993  DESIGNATION -  5322
 PP1993  PID         -  PP1993
 PP1993  STATE/COUNTY-  MN/HENNEPIN
 PP1993  USGS QUAD   -  EXCELSIOR (1997)
 PP1993
 PP1993                         *CURRENT SURVEY CONTROL
 PP1993  ___________________________________________________________________
 PP1993* NAD 83(1986)-  44 54 04.     (N)    093 33 33.     (W)     SCALED    
 PP1993* NAVD 88     -       293.273  (meters)     962.18   (feet)  ADJUSTED  
 PP1993  ___________________________________________________________________
 PP1993  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 PP1993  DYNAMIC HT  -         293.268 (meters)     962.16  (feet)  COMP
 PP1993  MODELED GRAV-     980,591.9   (mgal)                       NAVD 88
 PP1993
 PP1993  VERT ORDER  -  SECOND    CLASS 0
 PP1993
 PP1993.The horizontal coordinates were scaled from a topographic map and have
 PP1993.an estimated accuracy of +/- 6 seconds.
 PP1993
 PP1993.The orthometric height was determined by differential leveling
 PP1993.and adjusted by the National Geodetic Survey in June 1991..
 PP1993
 PP1993.The geoid height was determined by GEOID03.
 PP1993
 PP1993.The dynamic height is computed by dividing the NAVD 88
 PP1993.geopotential number by the normal gravity value computed on the
 PP1993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1993.degrees latitude (g = 980.6199 gals.).
 PP1993
 PP1993.The modeled gravity was interpolated from observed gravity values.
 PP1993
 PP1993;                    North         East    Units  Estimated Accuracy
 PP1993;SPC MN S     -   311,330.      834,820.      MT  (+/- 180 meters Scaled)
 PP1993
 PP1993                          SUPERSEDED SURVEY CONTROL
 PP1993
 PP1993  NGVD 29 (??/??/92)  293.217  (m)          962.00   (f) ADJ UNCH    2 0
 PP1993
 PP1993.Superseded values are not recommended for survey control.
 PP1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1993.See file dsdata.txt to determine how the superseded data were derived.
 PP1993
 PP1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK558721(NAD 83)
 PP1993_MARKER: Z = SEE DESCRIPTION
 PP1993_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1993_SP_SET: ABUTMENT
 PP1993_MARK LOGO: MNDT  
 PP1993_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1993
 PP1993  HISTORY     - Date     Condition        Report By
 PP1993  HISTORY     - 1967     MONUMENTED       MNDT
 PP1993  HISTORY     - 1967     GOOD             MNDT
 PP1993  HISTORY     - 1979     GOOD             LOCSUR
 PP1993  HISTORY     - 1979     GOOD             MNDT
 PP1993  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 PP1993
 PP1993                          STATION DESCRIPTION
 PP1993
 PP1993'DESCRIBED BY MN DEPT OF TRANSP 1967
 PP1993'IN EXCELSIOR.
 PP1993'MARK IS LOCATED IN THE NW 1/4, SECTION 35, T117N, R23W AT EXCELSIOR.
 PP1993'MARK IS A BRASS PLUG IN THE SOUTHEAST CORNER OF ABUTMENT OF BRIDGE NO.
 PP1993'5322.  T.H. 7 EXIT BRIDGE TO EXCELSIOR.
 PP1993
 PP1993                          STATION RECOVERY (1979)
 PP1993
 PP1993'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 PP1993'THE MARK IS 1.3 MILES EAT MEASURED ALONG T.H.7 FROM THE JUNCTION OF
 PP1993'T.H 7 AND T.H. 41. IT IS A BRASS PLUG PROJECTING 1/2 INCH ABOVE THE
 PP1993'CONCRETE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 5322, T.H.
 PP1993'7 EXIT TO EXCELSIOR OVER T.H. 7 WESTBOUND AT MILE MARKER 183.2.
 PP1993
 PP1993                          STATION RECOVERY (1979)
 PP1993
 PP1993'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
 PP1993'THE MARK IS LOCATED IN THE TOWN OF EXCELSIOR, AND IS 1.3 MILES
 PP1993'EASTERLY ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41
 PP1993'IN EXCELSIOR AT HIGHWAY 7 MILEPOINT 183.2 AND IS IN THE NW 1/4 OF
 PP1993'SECTION 35, T117N, R23W.  THE MARK IS A BRASS PLUG THAT PROJECTS 1/2
 PP1993'INCH ABOVE THE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE 5322,
 PP1993'HIGHWAY 7 EXIT TO EXCELSIOR OVER HIGHWAY 7 WESTBOUND.
 PP1993
 PP1993                          STATION RECOVERY (2002)
 PP1993
 PP1993'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1993'BRIDGE NO LONGER EXISTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6787 ***********************************************************************
 DF6787  DESIGNATION -  533 36
 DF6787  PID         -  DF6787
 DF6787  STATE/COUNTY-  MN/HUBBARD
 DF6787  USGS QUAD   -  GUTHRIE (1968)
 DF6787
 DF6787                         *CURRENT SURVEY CONTROL
 DF6787  ___________________________________________________________________
 DF6787* NAD 83(1996)-  47 19 25.60278(N)    094 49 03.43479(W)     ADJUSTED  
 DF6787* NAVD 88     -       430.5    (meters)    1412.     (feet)  GPS OBS   
 DF6787  ___________________________________________________________________
 DF6787  X           -    -363,783.522 (meters)                     COMP
 DF6787  Y           -  -4,316,262.655 (meters)                     COMP
 DF6787  Z           -   4,666,535.289 (meters)                     COMP
 DF6787  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 DF6787  ELLIP HEIGHT-         402.57  (meters)          (08/04/03) GPS OBS
 DF6787  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DF6787
 DF6787  HORZ ORDER  -  FIRST
 DF6787  ELLP ORDER  -  THIRD     CLASS II
 DF6787
 DF6787.The horizontal coordinates were established by GPS observations
 DF6787.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6787
 DF6787.The orthometric height was determined by GPS observations and a
 DF6787.high-resolution geoid model.
 DF6787
 DF6787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6787
 DF6787.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6787
 DF6787.The ellipsoidal height was determined by GPS observations
 DF6787.and is referenced to NAD 83.
 DF6787
 DF6787.The geoid height was determined by GEOID03.
 DF6787
 DF6787;                    North         East     Units Scale Factor Converg.
 DF6787;SPC MN C     -   358,450.775   757,087.829   MT  1.00007141   -0 24 38.2
 DF6787;UTM  15      - 5,242,747.395   362,653.173   MT  0.99983183   -1 20 11.5
 DF6787
 DF6787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6787!SPC MN C     -   0.99993690  x   1.00007141  =   1.00000831
 DF6787!UTM  15      -   0.99993690  x   0.99983183  =   0.99976874
 DF6787
 DF6787                          SUPERSEDED SURVEY CONTROL
 DF6787
 DF6787.No superseded survey control is available for this station.
 DF6787
 DF6787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6265342747(NAD 83)
 DF6787_MARKER: DD = SURVEY DISK
 DF6787_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6787_STAMPING: 533-36 2001
 DF6787_MARK LOGO: MN-057
 DF6787_PROJECTION: RECESSED 5 CENTIMETERS
 DF6787_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6787+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6787_ROD/PIPE-DEPTH: 12.2 meters
 DF6787
 DF6787  HISTORY     - Date     Condition        Report By
 DF6787  HISTORY     - 2001     MONUMENTED       MN-057
 DF6787
 DF6787                          STATION DESCRIPTION
 DF6787
 DF6787'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6787'1 MILE (1.6 KM) NW OF GUTHRIE, 2 MI (3.2 KM) EAST ALONG 470TH ST FROM
 DF6787'JCT OF TH 71, THEN 1.06 MI
 DF6787'(1.71 KM) SOUTH ON CO RD 36, 52 FT (15.8 M) NORTH OF CO RD 36, 70 FT
 DF6787'(21.3 M) ENE OF CABLE
 DF6787'MARKER, 3 FT (0.9 M) SOUTH OF WIT POST.
 DF6787'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6788 ***********************************************************************
 DF6788  DESIGNATION -  534 1
 DF6788  PID         -  DF6788
 DF6788  STATE/COUNTY-  MN/HUBBARD
 DF6788  USGS QUAD   -  BEMIDJI WEST (1994)
 DF6788
 DF6788                         *CURRENT SURVEY CONTROL
 DF6788  ___________________________________________________________________
 DF6788* NAD 83(1996)-  47 24 39.73662(N)    094 56 50.32958(W)     ADJUSTED  
 DF6788* NAVD 88     -       429.4    (meters)    1409.     (feet)  GPS OBS   
 DF6788  ___________________________________________________________________
 DF6788  X           -    -372,937.110 (meters)                     COMP
 DF6788  Y           -  -4,308,316.107 (meters)                     COMP
 DF6788  Z           -   4,673,105.483 (meters)                     COMP
 DF6788  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 DF6788  ELLIP HEIGHT-         401.38  (meters)          (08/04/03) GPS OBS
 DF6788  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DF6788
 DF6788  HORZ ORDER  -  FIRST
 DF6788  ELLP ORDER  -  THIRD     CLASS II
 DF6788
 DF6788.The horizontal coordinates were established by GPS observations
 DF6788.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6788
 DF6788.The orthometric height was determined by GPS observations and a
 DF6788.high-resolution geoid model.
 DF6788
 DF6788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6788
 DF6788.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6788
 DF6788.The ellipsoidal height was determined by GPS observations
 DF6788.and is referenced to NAD 83.
 DF6788
 DF6788.The geoid height was determined by GEOID03.
 DF6788
 DF6788;                    North         East     Units Scale Factor Converg.
 DF6788;SPC MN C     -   368,230.843   747,368.674   MT  1.00009903   -0 30 15.9
 DF6788;UTM  15      - 5,252,681.185   353,095.897   MT  0.99986522   -1 26 02.1
 DF6788
 DF6788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6788!SPC MN C     -   0.99993709  x   1.00009903  =   1.00003611
 DF6788!UTM  15      -   0.99993709  x   0.99986522  =   0.99980232
 DF6788
 DF6788                          SUPERSEDED SURVEY CONTROL
 DF6788
 DF6788.No superseded survey control is available for this station.
 DF6788
 DF6788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5309652681(NAD 83)
 DF6788_MARKER: DD = SURVEY DISK
 DF6788_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6788_STAMPING: 534-1 2001
 DF6788_MARK LOGO: MN-057
 DF6788_PROJECTION: RECESSED 5 CENTIMETERS
 DF6788_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6788+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6788_ROD/PIPE-DEPTH: 25.9 meters
 DF6788
 DF6788  HISTORY     - Date     Condition        Report By
 DF6788  HISTORY     - 2001     MONUMENTED       MN-057
 DF6788
 DF6788                          STATION DESCRIPTION
 DF6788
 DF6788'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6788'4.5 MILES (7.2 KM) EAST OF BECIDA, 4 MI (6.4 KM) WEST ALONG CO RD 35
 DF6788'FROM THE JCT OF TH 71 (AT
 DF6788'TH 71 MP 306.9) , TO JCT OF CO RD 29 AND BELTRAMI CO RD 48, 100 FT
 DF6788'(30.5 M) SOUTH OF CO RD 29
 DF6788'AND 110 FT (33.5 M) WEST OF COUNTY LINE RD, 3 FT (0.9 M) SOUTH OF WIT
 DF6788'POST.
 DF6788'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6789 ***********************************************************************
 DF6789  DESIGNATION -  534 17
 DF6789  PID         -  DF6789
 DF6789  STATE/COUNTY-  MN/HUBBARD
 DF6789  USGS QUAD   -  LAKE HATTIE (1972)
 DF6789
 DF6789                         *CURRENT SURVEY CONTROL
 DF6789  ___________________________________________________________________
 DF6789* NAD 83(1996)-  47 22 06.63909(N)    095 01 31.45637(W)     ADJUSTED  
 DF6789* NAVD 88     -       452.8    (meters)    1486.     (feet)  GPS OBS   
 DF6789  ___________________________________________________________________
 DF6789  X           -    -379,114.978 (meters)                     COMP
 DF6789  Y           -  -4,311,286.305 (meters)                     COMP
 DF6789  Z           -   4,669,921.645 (meters)                     COMP
 DF6789  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 DF6789  ELLIP HEIGHT-         424.92  (meters)          (08/04/03) GPS OBS
 DF6789  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DF6789
 DF6789  HORZ ORDER  -  FIRST
 DF6789  ELLP ORDER  -  THIRD     CLASS II
 DF6789
 DF6789.The horizontal coordinates were established by GPS observations
 DF6789.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6789
 DF6789.The orthometric height was determined by GPS observations and a
 DF6789.high-resolution geoid model.
 DF6789
 DF6789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6789
 DF6789.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6789
 DF6789.The ellipsoidal height was determined by GPS observations
 DF6789.and is referenced to NAD 83.
 DF6789
 DF6789.The geoid height was determined by GEOID03.
 DF6789
 DF6789;                    North         East     Units Scale Factor Converg.
 DF6789;SPC MN C     -   363,557.335   741,428.485   MT  1.00008527   -0 33 39.3
 DF6789;UTM  15      - 5,248,105.643   347,081.973   MT  0.99988738   -1 29 25.5
 DF6789
 DF6789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6789!SPC MN C     -   0.99993340  x   1.00008527  =   1.00001867
 DF6789!UTM  15      -   0.99993340  x   0.99988738  =   0.99982079
 DF6789
 DF6789                          SUPERSEDED SURVEY CONTROL
 DF6789
 DF6789.No superseded survey control is available for this station.
 DF6789
 DF6789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4708248106(NAD 83)
 DF6789_MARKER: DD = SURVEY DISK
 DF6789_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6789_STAMPING: 534-17 2001
 DF6789_MARK LOGO: MN-057
 DF6789_PROJECTION: RECESSED 5 CENTIMETERS
 DF6789_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6789+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6789_ROD/PIPE-DEPTH:  6.1 meters
 DF6789
 DF6789  HISTORY     - Date     Condition        Report By
 DF6789  HISTORY     - 2001     MONUMENTED       MN-057
 DF6789
 DF6789                          STATION DESCRIPTION
 DF6789
 DF6789'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6789'2 MILES (3.2 KM) ENE OF BECIDA, 8.66 MI (13.94 KM) WEST ALONG CO RD 9
 DF6789'FROM THE JCT OF TH 71, 0.15
 DF6789'MI (0.24 KM) WEST OF 165TH AVE, 49 FT (14.9 M) NORTH OF CO RD 9, 45 FT
 DF6789'(13.7 M) EAST OF ENTRANCE,
 DF6789'3 FT (0.9 M) WEST OF WIT POST.
 DF6789'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6790 ***********************************************************************
 DF6790  DESIGNATION -  534 24
 DF6790  PID         -  DF6790
 DF6790  STATE/COUNTY-  MN/HUBBARD
 DF6790  USGS QUAD   -  FRONTENAC LAKE (1968)
 DF6790
 DF6790                         *CURRENT SURVEY CONTROL
 DF6790  ___________________________________________________________________
 DF6790* NAD 83(1996)-  47 21 49.66796(N)    094 56 35.21791(W)     ADJUSTED  
 DF6790* NAVD 88     -       423.2    (meters)    1388.     (feet)  GPS OBS   
 DF6790  ___________________________________________________________________
 DF6790  X           -    -372,954.199 (meters)                     COMP
 DF6790  Y           -  -4,312,190.552 (meters)                     COMP
 DF6790  Z           -   4,669,544.856 (meters)                     COMP
 DF6790  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 DF6790  ELLIP HEIGHT-         395.32  (meters)          (08/04/03) GPS OBS
 DF6790  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DF6790
 DF6790  HORZ ORDER  -  FIRST
 DF6790  ELLP ORDER  -  THIRD     CLASS II
 DF6790
 DF6790.The horizontal coordinates were established by GPS observations
 DF6790.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6790
 DF6790.The orthometric height was determined by GPS observations and a
 DF6790.high-resolution geoid model.
 DF6790
 DF6790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6790
 DF6790.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6790
 DF6790.The ellipsoidal height was determined by GPS observations
 DF6790.and is referenced to NAD 83.
 DF6790
 DF6790.The geoid height was determined by GEOID03.
 DF6790
 DF6790;                    North         East     Units Scale Factor Converg.
 DF6790;SPC MN C     -   362,975.572   747,639.531   MT  1.00008378   -0 30 05.0
 DF6790;UTM  15      - 5,247,423.405   353,281.477   MT  0.99986455   -1 25 47.1
 DF6790
 DF6790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6790!SPC MN C     -   0.99993804  x   1.00008378  =   1.00002181
 DF6790!UTM  15      -   0.99993804  x   0.99986455  =   0.99980260
 DF6790
 DF6790                          SUPERSEDED SURVEY CONTROL
 DF6790
 DF6790.No superseded survey control is available for this station.
 DF6790
 DF6790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5328147423(NAD 83)
 DF6790_MARKER: DD = SURVEY DISK
 DF6790_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6790_STAMPING: 534-24 2001
 DF6790_MARK LOGO: MN-057
 DF6790_PROJECTION: RECESSED 5 CENTIMETERS
 DF6790_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6790+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6790_ROD/PIPE-DEPTH: 16.8 meters
 DF6790
 DF6790  HISTORY     - Date     Condition        Report By
 DF6790  HISTORY     - 2001     MONUMENTED       MN-057
 DF6790
 DF6790                          STATION DESCRIPTION
 DF6790
 DF6790'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6790'4 MILES (6.4 KM) EAST OF BECIDA, 4.18 MI (6.73 KM) WEST ALONG CO RD 9
 DF6790'FROM TH 71 MP 303.9, THEN
 DF6790'0.47 MI (0.76 KM) NORTH ON CO RD 29, 120 FT (36.6 M) NORTH OF
 DF6790'ENTRANCE, 83 FT (25.3 M) EAST OF CO
 DF6790'RD 29, 148.99 FT (45.41 M) ESE OF 14 INCH NORWAY PINE, 174.77 FT
 DF6790'(53.27 M) WSW OF 8 INCH JACKPINE,
 DF6790'3 FT (0.9 M) WEST OF WIT POST.
 DF6790'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6791 ***********************************************************************
 DF6791  DESIGNATION -  535 15
 DF6791  PID         -  DF6791
 DF6791  STATE/COUNTY-  MN/HUBBARD
 DF6791  USGS QUAD   -  LAKE HATTIE (1972)
 DF6791
 DF6791                         *CURRENT SURVEY CONTROL
 DF6791  ___________________________________________________________________
 DF6791* NAD 83(1996)-  47 22 08.38990(N)    095 06 33.79561(W)     ADJUSTED  
 DF6791* NAVD 88     -       447.9    (meters)    1469.     (feet)  GPS OBS   
 DF6791  ___________________________________________________________________
 DF6791  X           -    -385,430.143 (meters)                     COMP
 DF6791  Y           -  -4,310,683.131 (meters)                     COMP
 DF6791  Z           -   4,669,954.758 (meters)                     COMP
 DF6791  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 DF6791  ELLIP HEIGHT-         420.15  (meters)          (08/04/03) GPS OBS
 DF6791  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DF6791
 DF6791  HORZ ORDER  -  FIRST
 DF6791  ELLP ORDER  -  THIRD     CLASS II
 DF6791
 DF6791.The horizontal coordinates were established by GPS observations
 DF6791.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6791
 DF6791.The orthometric height was determined by GPS observations and a
 DF6791.high-resolution geoid model.
 DF6791
 DF6791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6791
 DF6791.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6791
 DF6791.The ellipsoidal height was determined by GPS observations
 DF6791.and is referenced to NAD 83.
 DF6791
 DF6791.The geoid height was determined by GEOID03.
 DF6791
 DF6791;                    North         East     Units Scale Factor Converg.
 DF6791;SPC MN C     -   363,676.875   735,085.499   MT  1.00008543   -0 37 18.0
 DF6791;UTM  15      - 5,248,328.084   340,742.942   MT  0.99991170   -1 33 08.2
 DF6791
 DF6791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6791!SPC MN C     -   0.99993415  x   1.00008543  =   1.00001957
 DF6791!UTM  15      -   0.99993415  x   0.99991170  =   0.99984585
 DF6791
 DF6791                          SUPERSEDED SURVEY CONTROL
 DF6791
 DF6791.No superseded survey control is available for this station.
 DF6791
 DF6791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4074348328(NAD 83)
 DF6791_MARKER: DD = SURVEY DISK
 DF6791_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6791_STAMPING: 535-15 2001
 DF6791_MARK LOGO: MN-057
 DF6791_PROJECTION: RECESSED 5 CENTIMETERS
 DF6791_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6791+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6791_ROD/PIPE-DEPTH:  6.1 meters
 DF6791
 DF6791  HISTORY     - Date     Condition        Report By
 DF6791  HISTORY     - 2001     MONUMENTED       MN-057
 DF6791
 DF6791                          STATION DESCRIPTION
 DF6791
 DF6791'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6791'1 MI (1.6 KM) NW OF BECIDA, 14.64 MI (23.56 KM) NORTH ON CO RD 3 FROM
 DF6791'JCT OF TH 71 AT LAKE ALICE
 DF6791'STORE, THEN WEST 1.55 MI (2.49 KM) ON 490TH ST, 26 FT (7.9 M) NORTH OF
 DF6791'OF 490TH ST, 165.63 FT
 DF6791'(50.48 M) WNW OF FENCE CORNER POST, 196.84 FT (60.00 M) WSW OF RED
 DF6791'OAK, 3 FT (0.9 M) WEST OF
 DF6791'WITNESS POST.
 DF6791'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6792 ***********************************************************************
 DF6792  DESIGNATION -  535 30
 DF6792  PID         -  DF6792
 DF6792  STATE/COUNTY-  MN/HUBBARD
 DF6792  USGS QUAD   -  LA SALLE LAKE (1972)
 DF6792
 DF6792                         *CURRENT SURVEY CONTROL
 DF6792  ___________________________________________________________________
 DF6792* NAD 83(1996)-  47 20 46.87452(N)    095 10 58.19591(W)     ADJUSTED  
 DF6792* NAVD 88     -       431.8    (meters)    1417.     (feet)  GPS OBS   
 DF6792  ___________________________________________________________________
 DF6792  X           -    -391,121.782 (meters)                     COMP
 DF6792  Y           -  -4,312,019.084 (meters)                     COMP
 DF6792  Z           -   4,668,237.531 (meters)                     COMP
 DF6792  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 DF6792  ELLIP HEIGHT-         404.15  (meters)          (08/04/03) GPS OBS
 DF6792  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DF6792
 DF6792  HORZ ORDER  -  FIRST
 DF6792  ELLP ORDER  -  THIRD     CLASS II
 DF6792
 DF6792.The horizontal coordinates were established by GPS observations
 DF6792.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6792
 DF6792.The orthometric height was determined by GPS observations and a
 DF6792.high-resolution geoid model.
 DF6792
 DF6792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6792
 DF6792.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6792
 DF6792.The ellipsoidal height was determined by GPS observations
 DF6792.and is referenced to NAD 83.
 DF6792
 DF6792.The geoid height was determined by GEOID03.
 DF6792
 DF6792;                    North         East     Units Scale Factor Converg.
 DF6792;SPC MN C     -   361,222.192   729,508.407   MT  1.00007833   -0 40 29.3
 DF6792;UTM  15      - 5,245,964.697   335,127.604   MT  0.99993407   -1 36 20.7
 DF6792
 DF6792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6792!SPC MN C     -   0.99993666  x   1.00007833  =   1.00001498
 DF6792!UTM  15      -   0.99993666  x   0.99993407  =   0.99987073
 DF6792
 DF6792                          SUPERSEDED SURVEY CONTROL
 DF6792
 DF6792.No superseded survey control is available for this station.
 DF6792
 DF6792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3512845965(NAD 83)
 DF6792_MARKER: DD = SURVEY DISK
 DF6792_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6792_STAMPING: 535-30 2001
 DF6792_MARK LOGO: MN-057
 DF6792_PROJECTION: RECESSED 3 CENTIMETERS
 DF6792_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6792+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6792_ROD/PIPE-DEPTH:  9.1 meters
 DF6792
 DF6792  HISTORY     - Date     Condition        Report By
 DF6792  HISTORY     - 2001     MONUMENTED       MN-057
 DF6792
 DF6792                          STATION DESCRIPTION
 DF6792
 DF6792'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6792'5.25 MI (8.45 KM) WEST OF JCT OF CO RD 9 AND CO RD 3 IN BECIDA, 61 FT
 DF6792'(18.6 M) NORTH OF CO RD 9,
 DF6792'25 FT (7.6 M) WEST OF ROAD TO REST AREA, 115.74 FT (35.28 M) WSW OF 7
 DF6792'INCH WHITE OAK, 42.67 FT
 DF6792'(13.01 M) ESE OF FENCE CORNER POST, 3.0 FT (0.9 M) EAST OF WIT POST.
 DF6792'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0107 ***********************************************************************
 OQ0107  DESIGNATION -  5380 A
 OQ0107  PID         -  OQ0107
 OQ0107  STATE/COUNTY-  MN/NOBLES
 OQ0107  USGS QUAD   -  MAGNOLIA (1967)
 OQ0107
 OQ0107                         *CURRENT SURVEY CONTROL
 OQ0107  ___________________________________________________________________
 OQ0107* NAD 83(1986)-  43 38 17.     (N)    096 03 11.     (W)     SCALED    
 OQ0107* NAVD 88     -       460.302  (meters)    1510.17   (feet)  ADJUSTED  
 OQ0107  ___________________________________________________________________
 OQ0107  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OQ0107  DYNAMIC HT  -         460.189 (meters)    1509.80  (feet)  COMP
 OQ0107  MODELED GRAV-     980,361.1   (mgal)                       NAVD 88
 OQ0107
 OQ0107  VERT ORDER  -  SECOND    CLASS 0
 OQ0107
 OQ0107.The horizontal coordinates were scaled from a topographic map and have
 OQ0107.an estimated accuracy of +/- 6 seconds.
 OQ0107
 OQ0107.The orthometric height was determined by differential leveling
 OQ0107.and adjusted by the National Geodetic Survey in June 1991..
 OQ0107
 OQ0107.The geoid height was determined by GEOID03.
 OQ0107
 OQ0107.The dynamic height is computed by dividing the NAVD 88
 OQ0107.geopotential number by the normal gravity value computed on the
 OQ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0107.degrees latitude (g = 980.6199 gals.).
 OQ0107
 OQ0107.The modeled gravity was interpolated from observed gravity values.
 OQ0107
 OQ0107;                    North         East    Units  Estimated Accuracy
 OQ0107;SPC MN S     -   172,980.      634,350.      MT  (+/- 180 meters Scaled)
 OQ0107
 OQ0107                          SUPERSEDED SURVEY CONTROL
 OQ0107
 OQ0107  NGVD 29 (??/??/92)  460.072  (m)         1509.42   (f) ADJ UNCH    2 0
 OQ0107
 OQ0107.Superseded values are not recommended for survey control.
 OQ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0107.See file dsdata.txt to determine how the superseded data were derived.
 OQ0107
 OQ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP377358(NAD 83)
 OQ0107_MARKER: DD = SURVEY DISK
 OQ0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0107_STAMPING: 5380 A 1966
 OQ0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0107+STABILITY: SURFACE MOTION
 OQ0107
 OQ0107  HISTORY     - Date     Condition        Report By
 OQ0107  HISTORY     - 1966     MONUMENTED       MNHD
 OQ0107  HISTORY     - 1978     GOOD             MNDT
 OQ0107  HISTORY     - 19900820 MARK NOT FOUND   NGS
 OQ0107
 OQ0107                          STATION DESCRIPTION
 OQ0107
 OQ0107'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0107'1 MI SE FROM MAGNOLIA.
 OQ0107'MARK IS LOCATED IN THE NW 1/4, SECTION 18, T102N, R43W ABOUT
 OQ0107'1.0 MILE SOUTHEAST OF MAGNOLIA ON FAI 90.  MARK IS A STANDARD
 OQ0107'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 5380 A 1966 SET IN A
 OQ0107'PRECAST CONCRETE MONUMENT.  MARK IS 32 FEET NORTH OF THE
 OQ0107'CENTERLINE OF AN EAST-WEST ROAD, 38 FEET EAST OF A NORTH-SOUTH
 OQ0107'ROAD (DEAD END), 0.5 FOOT SOUTH OF STEEL WITNESS POST AND 169
 OQ0107'FEET NORTH OF THE CENTERLINE OF WESTBOUND (STA.1082+52) FAI 90.
 OQ0107'MARK PROJECTS 2 INCHES ABOVE GROUND.
 OQ0107
 OQ0107                          STATION RECOVERY (1978)
 OQ0107
 OQ0107'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 OQ0107'THE BENCH MARK IS ABOUT 1.0 MILE SOUTHEAST OF MAGNOLIA OF INTERSTATE
 OQ0107'90. A STANDARD MHD DISK, STAMPED 5380 A 1966 SET IN A PRE-CAST
 OQ0107'CONCRETE MONUMENT. THE MARK IS 32 FEET NORTH OF THE CENTERLINE OF AN
 OQ0107'EAST-WEST ROAD, 38 FEET EAST OF A NORTH-SOUTH ROAD (DEAD END), 0.5
 OQ0107'FOOT SOUTH OF STEEL WITNESS POST AND 169 FEET NORTH OF THE CENTERLINE
 OQ0107'OF INTERSTATE 90 WEST BOUND STA. 1082+52. THE BENCH MARK PROJECTS 2
 OQ0107'INCHES ABOVE GROUND.
 OQ0107
 OQ0107                          STATION RECOVERY (1990)
 OQ0107
 OQ0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0107'THE DESCRIBED LOCATION IS NOW A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0410 ***********************************************************************
 OP0410  DESIGNATION -  5380 AA
 OP0410  PID         -  OP0410
 OP0410  STATE/COUNTY-  MN/NOBLES
 OP0410  USGS QUAD   -  BREWSTER (1976)
 OP0410
 OP0410                         *CURRENT SURVEY CONTROL
 OP0410  ___________________________________________________________________
 OP0410* NAD 83(1996)-  43 38 15.07708(N)    095 27 48.21403(W)     ADJUSTED  
 OP0410* NAVD 88     -       463.214  (meters)    1519.73   (feet)  ADJUSTED  
 OP0410  ___________________________________________________________________
 OP0410  X           -    -440,219.200 (meters)                     COMP
 OP0410  Y           -  -4,602,673.041 (meters)                     COMP
 OP0410  Z           -   4,379,333.334 (meters)                     COMP
 OP0410  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 OP0410  ELLIP HEIGHT-         436.31  (meters)          (02/05/03) GPS OBS
 OP0410  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 OP0410  DYNAMIC HT  -         463.106 (meters)    1519.37  (feet)  COMP
 OP0410  MODELED GRAV-     980,371.0   (mgal)                       NAVD 88
 OP0410
 OP0410  HORZ ORDER  -  FIRST
 OP0410  VERT ORDER  -  SECOND    CLASS I
 OP0410  ELLP ORDER  -  THIRD     CLASS II
 OP0410
 OP0410.The horizontal coordinates were established by GPS observations
 OP0410.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0410
 OP0410.The orthometric height was determined by differential leveling
 OP0410.and adjusted by the National Geodetic Survey in June 1991..
 OP0410
 OP0410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0410
 OP0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0410
 OP0410.The ellipsoidal height was determined by GPS observations
 OP0410.and is referenced to NAD 83.
 OP0410
 OP0410.The geoid height was determined by GEOID03.
 OP0410
 OP0410.The dynamic height is computed by dividing the NAVD 88
 OP0410.geopotential number by the normal gravity value computed on the
 OP0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0410.degrees latitude (g = 980.6199 gals.).
 OP0410
 OP0410.The modeled gravity was interpolated from observed gravity values.
 OP0410
 OP0410;                    North         East     Units Scale Factor Converg.
 OP0410;SPC MN S     -   171,894.748   681,916.820   MT  1.00003478   -1 01 32.6
 OP0410;UTM  15      - 4,834,563.111   301,298.241   MT  1.00008566   -1 42 01.9
 OP0410
 OP0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0410!SPC MN S     -   0.99993159  x   1.00003478  =   0.99996636
 OP0410!UTM  15      -   0.99993159  x   1.00008566  =   1.00001724
 OP0410
 OP0410                          SUPERSEDED SURVEY CONTROL
 OP0410
 OP0410  NAVD 88 (02/05/03)  463.21   (m)         1519.7    (f) LEVELING    3  
 OP0410
 OP0410.Superseded values are not recommended for survey control.
 OP0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0410.See file dsdata.txt to determine how the superseded data were derived.
 OP0410
 OP0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0129834563(NAD 83)
 OP0410_MARKER: DB = BENCH MARK DISK
 OP0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0410_STAMPING: 5380 AA 1961
 OP0410_MARK LOGO: MNDT  
 OP0410_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0410+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1996
 OP0410
 OP0410  HISTORY     - Date     Condition        Report By
 OP0410  HISTORY     - 1961     MONUMENTED       MNDT
 OP0410  HISTORY     - 1975     GOOD             MNDT
 OP0410  HISTORY     - 19961204 GOOD             MNDT
 OP0410
 OP0410                          STATION DESCRIPTION
 OP0410
 OP0410'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0410'4.3 MI S FROM BREWSTER.
 OP0410'THE MARK IS LOCATED 5.1 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0410'FAI 90 AND TRUNK HIGHWAY 60 IN WORTHINGTON AND 0.5 MILES WEST OF THE
 OP0410'JUNCTION OF FAI 90, TRUNK HIGHWAY 264 (SOUTH) AND COUNTY ROAD 1
 OP0410'(NORTH).  IT IS AT FAI 90 MILEPOINT 50.3.  TRUNK HIGHWAY 264 AND
 OP0410'COUNTY ROAD 1 ARE THE NOBLES-JACKSON COUNTY LINE.  IT IS 102.0 FEET
 OP0410'SOUTH OF AND ABOUT LEVEL WITH FAI 90 EAST-BOUND CENTERLINE AT STATION
 OP0410'130+38, ABOUT 700 FEET WEST OF EAST-BOUND LANE SIGN BREWSTER-ROUND
 OP0410'LAKE EXIT 50, ABOUT 0.1 MILE EAST OF AN EMERGENCY CROSS-OVER, AND IS
 OP0410'2.0 FEET NORTHEAST OF THE WOOD END POST OF A FENCE LINE (SOUTH).  THE
 OP0410'MARK IS SET IN A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT IS BURIED 1
 OP0410'INCH BELOW THE SURFACE OF THE GROUND, AND IS 1.0 FOOT NORTH OF A STEEL
 OP0410'WITNESS POST.  SE 1/4 SECTION 13, T 102N, R 39W.
 OP0410
 OP0410                          STATION RECOVERY (1996)
 OP0410
 OP0410'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP0410'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP0410'THE MARK IS 4.3 MI (6.9 KM) SOUTH OF BREWSTER, 0.45 MI (0.72 KM) WEST
 OP0410'ALONG FAI 90 FROM JCT OF FAI 90 AND TH 204 (4 MI SOUTH OF BREWSTER) ,
 OP0410'0.5 MI (0.8 KM) WEST OF EAST CO LINE, 102 FT (31.1 M) SOUTH OF EB FAI
 OP0410'90, AT FAI MP 50.3, 725 FT (221.0 M) WEST OF RAMP LANE, 650 FT (198.1
 OP0410'M) WEST OF EXIT 50-BREWSTER-ROUND LAKE SIGN, 466 FT (142.0 M) EAST OF
 OP0410'CROSSOVER, 3.3 FT (1.0 M) SOUTH OF SOUTH R/W FENCE, 0.8 FT (24.4 CM)
 OP0410'NORTH OF WIT POST, RECESSED 1 IN, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0694 ***********************************************************************
 OP0694  DESIGNATION -  5380 AB
 OP0694  PID         -  OP0694
 OP0694  STATE/COUNTY-  MN/NOBLES
 OP0694  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0694
 OP0694                         *CURRENT SURVEY CONTROL
 OP0694  ___________________________________________________________________
 OP0694* NAD 83(1986)-  43 38 18.     (N)    095 37 25.     (W)     SCALED    
 OP0694* NAVD 88     -       493.257  (meters)    1618.29   (feet)  ADJUSTED  
 OP0694  ___________________________________________________________________
 OP0694  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 OP0694  DYNAMIC HT  -         493.144 (meters)    1617.92  (feet)  COMP
 OP0694  MODELED GRAV-     980,372.8   (mgal)                       NAVD 88
 OP0694
 OP0694  VERT ORDER  -  FIRST     CLASS II
 OP0694
 OP0694.The horizontal coordinates were scaled from a topographic map and have
 OP0694.an estimated accuracy of +/- 6 seconds.
 OP0694
 OP0694.The orthometric height was determined by differential leveling
 OP0694.and adjusted by the National Geodetic Survey in June 1991..
 OP0694.WARNING-Repeat measurements at this control monument indicate possible
 OP0694.vertical movement.
 OP0694
 OP0694.The geoid height was determined by GEOID03.
 OP0694
 OP0694.The dynamic height is computed by dividing the NAVD 88
 OP0694.geopotential number by the normal gravity value computed on the
 OP0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0694.degrees latitude (g = 980.6199 gals.).
 OP0694
 OP0694.The modeled gravity was interpolated from observed gravity values.
 OP0694
 OP0694;                    North         East    Units  Estimated Accuracy
 OP0694;SPC MN S     -   172,230.      668,990.      MT  (+/- 180 meters Scaled)
 OP0694
 OP0694                          SUPERSEDED SURVEY CONTROL
 OP0694
 OP0694.No superseded survey control is available for this station.
 OP0694
 OP0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ883350(NAD 83)
 OP0694_MARKER: DD = SURVEY DISK
 OP0694_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0694_SP_SET: ABUTMENT
 OP0694_STAMPING: 5380 AB 1974
 OP0694_MARK LOGO: MNDT  
 OP0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0694+STABILITY: POSITION/ELEVATION WELL
 OP0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0694+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 OP0694
 OP0694  HISTORY     - Date     Condition        Report By
 OP0694  HISTORY     - 1974     MONUMENTED       MNDT
 OP0694  HISTORY     - 1977     GOOD             MNDT
 OP0694  HISTORY     - 19900829 GOOD             NGS
 OP0694
 OP0694                          STATION DESCRIPTION
 OP0694
 OP0694'DESCRIBED BY MN DEPT OF TRANSP 1977
 OP0694'IN WORTHINGTON.
 OP0694'THE BENCH MARK IS LOCATED AT THE JUNCTION OF INTERSTATE 90 AND TRUNK
 OP0694'HIGHWAY 266 AT WORTHINGTON.  IT IS SET IN A DRILL HOLE IN THE
 OP0694'SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 53814 (EASTBOUND LANE OF
 OP0694'INTERSTATE 90 OVER TRUNK HIGHWAY 266).  IT IS 25.0 FEET SOUTH OF AND
 OP0694'0.5 FOOT ABOVE THE EASTBOUND LANE.  INTERSTATE 90 MILE POINT 42.3. SW
 OP0694'1/4, SEC 15, T102N, R 40W.
 OP0694
 OP0694                          STATION RECOVERY (1990)
 OP0694
 OP0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0694'IN WORTHINGTON, AT THE INTERSECTION OF STATE HIGHWAY 266 AND
 OP0694'INTERSTATE HIGHWAY 90, IN TOP OF AND 3.6 M (11.8 FT) NORTHWEST OF THE
 OP0694'SOUTHEAST END OF THE EAST CONCRETE ABUTMENT OF THE EASTBOUND
 OP0694'INTERSTATE HIGHWAY OVERPASS OF THE STATE HIGHWAY, 17.5 M (57.4 FT)
 OP0694'NORTHEAST OF THE CENTER OF THE STATE HIGHWAY, AND 7.6 M (24.9 FT)
 OP0694'SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OP0694'INTERSTATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0695 ***********************************************************************
 OP0695  DESIGNATION -  5380 AC
 OP0695  PID         -  OP0695
 OP0695  STATE/COUNTY-  MN/NOBLES
 OP0695  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0695
 OP0695                         *CURRENT SURVEY CONTROL
 OP0695  ___________________________________________________________________
 OP0695* NAD 83(1986)-  43 38 18.     (N)    095 36 37.     (W)     SCALED    
 OP0695* NAVD 88     -       496.438  (meters)    1628.73   (feet)  ADJUSTED  
 OP0695  ___________________________________________________________________
 OP0695  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 OP0695  DYNAMIC HT  -         496.324 (meters)    1628.36  (feet)  COMP
 OP0695  MODELED GRAV-     980,373.8   (mgal)                       NAVD 88
 OP0695
 OP0695  VERT ORDER  -  FIRST     CLASS II
 OP0695
 OP0695.The horizontal coordinates were scaled from a topographic map and have
 OP0695.an estimated accuracy of +/- 6 seconds.
 OP0695
 OP0695.The orthometric height was determined by differential leveling
 OP0695.and adjusted by the National Geodetic Survey in June 1991..
 OP0695
 OP0695.The geoid height was determined by GEOID03.
 OP0695
 OP0695.The dynamic height is computed by dividing the NAVD 88
 OP0695.geopotential number by the normal gravity value computed on the
 OP0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0695.degrees latitude (g = 980.6199 gals.).
 OP0695
 OP0695.The modeled gravity was interpolated from observed gravity values.
 OP0695
 OP0695;                    North         East    Units  Estimated Accuracy
 OP0695;SPC MN S     -   172,210.      670,070.      MT  (+/- 180 meters Scaled)
 OP0695
 OP0695                          SUPERSEDED SURVEY CONTROL
 OP0695
 OP0695.No superseded survey control is available for this station.
 OP0695
 OP0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ894350(NAD 83)
 OP0695_MARKER: DD = SURVEY DISK
 OP0695_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0695_SP_SET: ABUTMENT
 OP0695_STAMPING: 5380 AC 1974
 OP0695_MARK LOGO: MNDT  
 OP0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0695+STABILITY: POSITION/ELEVATION WELL
 OP0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0695+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1990
 OP0695
 OP0695  HISTORY     - Date     Condition        Report By
 OP0695  HISTORY     - 1974     MONUMENTED       MNDT
 OP0695  HISTORY     - 1977     GOOD             MNDT
 OP0695  HISTORY     - 19900816 GOOD             NGS
 OP0695
 OP0695                          STATION DESCRIPTION
 OP0695
 OP0695'DESCRIBED BY MN DEPT OF TRANSP 1977
 OP0695'IN WORTHINGTON.
 OP0695'THE BENCH MARK IS LOCATED 0.7 MILE EAST ALONG INTERSTATE 90 FROM THE
 OP0695'JUNCTION OF INTERSTATE 90 AND TRUNK HIGHWAY 266 AT WORTHINGTON AND 0.9
 OP0695'MILES WEST OF THE JUNCTION OF INTERSTATE 90 AND TRUNK HIGHWAY 59. IT
 OP0695'IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE
 OP0695'NUMBER 53816 (EASTBOUND LANE OF INTERSTATE 99 OVER THE CHICAGO, ROCK
 OP0695'ISLAND AND PACIFIC RAILROAD).  IT IS 24.2 FEET SOUTH OF AND ABOUT 0.5
 OP0695'FEET ABOVE THE CENTERLINE OF THE EASTBOUND LANE. INTERSTATE 90 MILE
 OP0695'POINT 42.9.  SW 1/4, SEC 14, T102N, R 40W.
 OP0695
 OP0695                          STATION RECOVERY (1990)
 OP0695
 OP0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0695'1.4 KM (0.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0695'JUNCTION OF U.S. HIGHWAY 59 IN WORTHINGTON, IN TOP OF AND 2.6 M (8.5
 OP0695'FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE
 OP0695'EASTBOUND HIGHWAY OVERPASS OF AN ABANDONED RAILROAD TRACK, AND 7.4 M
 OP0695'(24.3 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND
 OP0695'LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0696 ***********************************************************************
 OP0696  DESIGNATION -  5380 AD
 OP0696  PID         -  OP0696
 OP0696  STATE/COUNTY-  MN/NOBLES
 OP0696  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0696
 OP0696                         *CURRENT SURVEY CONTROL
 OP0696  ___________________________________________________________________
 OP0696* NAD 83(1986)-  43 38 18.     (N)    095 35 37.     (W)     SCALED    
 OP0696* NAVD 88     -       486.192  (meters)    1595.11   (feet)  ADJUSTED  
 OP0696  ___________________________________________________________________
 OP0696  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 OP0696  DYNAMIC HT  -         486.080 (meters)    1594.75  (feet)  COMP
 OP0696  MODELED GRAV-     980,374.7   (mgal)                       NAVD 88
 OP0696
 OP0696  VERT ORDER  -  FIRST     CLASS II
 OP0696
 OP0696.The horizontal coordinates were scaled from a topographic map and have
 OP0696.an estimated accuracy of +/- 6 seconds.
 OP0696
 OP0696.The orthometric height was determined by differential leveling
 OP0696.and adjusted by the National Geodetic Survey in June 1991..
 OP0696.WARNING-Repeat measurements at this control monument indicate possible
 OP0696.vertical movement.
 OP0696
 OP0696.The geoid height was determined by GEOID03.
 OP0696
 OP0696.The dynamic height is computed by dividing the NAVD 88
 OP0696.geopotential number by the normal gravity value computed on the
 OP0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0696.degrees latitude (g = 980.6199 gals.).
 OP0696
 OP0696.The modeled gravity was interpolated from observed gravity values.
 OP0696
 OP0696;                    North         East    Units  Estimated Accuracy
 OP0696;SPC MN S     -   172,180.      671,410.      MT  (+/- 180 meters Scaled)
 OP0696
 OP0696                          SUPERSEDED SURVEY CONTROL
 OP0696
 OP0696.No superseded survey control is available for this station.
 OP0696
 OP0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ907349(NAD 83)
 OP0696_MARKER: DD = SURVEY DISK
 OP0696_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0696_SP_SET: ABUTMENT
 OP0696_STAMPING: 5380 AD 1974
 OP0696_MARK LOGO: MNDT  
 OP0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0696+STABILITY: POSITION/ELEVATION WELL
 OP0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0696+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1990
 OP0696
 OP0696  HISTORY     - Date     Condition        Report By
 OP0696  HISTORY     - 1974     MONUMENTED       MNDT
 OP0696  HISTORY     - 1975     GOOD             MNDT
 OP0696  HISTORY     - 1977     GOOD             MNDT
 OP0696  HISTORY     - 19900816 GOOD             NGS
 OP0696
 OP0696                          STATION DESCRIPTION
 OP0696
 OP0696'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0696'IN WORTHINGTON.
 OP0696'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE 90 AND TRUNK HIGHWAY
 OP0696'59 AT WORTHINGTON.  IT IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER
 OP0696'(ABUTMENT) OF BRIDGE NUMBER 53818 (EAST BOUND INTERSTATE 90 OVER TRUNK
 OP0696'HIGHWAY 59).  IT IS 24.2 FEET SOUTH OF AND ABOUT 0.5 FOOT ABOVE THE
 OP0696'CENTERLINE OF THE EAST BOUND LANE.  1/4 SECTION 13, T102N, R 40W.
 OP0696
 OP0696                          STATION RECOVERY (1977)
 OP0696
 OP0696'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0696'MARK IS SET IN SOUTHEAST CORNER OF BRIDGE NO. 53818, E.B. I-90 OVER
 OP0696'T.H. 59.
 OP0696
 OP0696                          STATION RECOVERY (1990)
 OP0696
 OP0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0696'IN WORTHINGTON, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND U.S.
 OP0696'HIGHWAY 59, IN TOP OF AND 1.7 M (5.6 FT) NORTHWEST OF THE SOUTHEAST
 OP0696'END OF THE EAST CONCRETE ABUTMENT OF THE EASTBOUND HIGHWAY OVERPASS
 OP0696'OF THE STATE HIGHWAY, 17.2 M (56.4 FT) EAST OF THE CENTERLINE OF THE
 OP0696'NORTHBOUND LANES OF THE U.S. HIGHWAY, AND 7.4 M (24.3 FT) SOUTH OF
 OP0696'AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OP0696'INTERSTATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0675 ***********************************************************************
 OP0675  DESIGNATION -  5380 AE
 OP0675  PID         -  OP0675
 OP0675  STATE/COUNTY-  MN/NOBLES
 OP0675  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0675
 OP0675                         *CURRENT SURVEY CONTROL
 OP0675  ___________________________________________________________________
 OP0675* NAD 83(1986)-  43 38 18.     (N)    095 32 49.     (W)     SCALED    
 OP0675* NAVD 88     -       475.047  (meters)    1558.55   (feet)  ADJUSTED  
 OP0675  ___________________________________________________________________
 OP0675  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 OP0675  DYNAMIC HT  -         474.939 (meters)    1558.20  (feet)  COMP
 OP0675  MODELED GRAV-     980,376.1   (mgal)                       NAVD 88
 OP0675
 OP0675  VERT ORDER  -  SECOND    CLASS I
 OP0675
 OP0675.The horizontal coordinates were scaled from a topographic map and have
 OP0675.an estimated accuracy of +/- 6 seconds.
 OP0675
 OP0675.The orthometric height was determined by differential leveling
 OP0675.and adjusted by the National Geodetic Survey in June 1991..
 OP0675
 OP0675.The geoid height was determined by GEOID03.
 OP0675
 OP0675.The dynamic height is computed by dividing the NAVD 88
 OP0675.geopotential number by the normal gravity value computed on the
 OP0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0675.degrees latitude (g = 980.6199 gals.).
 OP0675
 OP0675.The modeled gravity was interpolated from observed gravity values.
 OP0675
 OP0675;                    North         East    Units  Estimated Accuracy
 OP0675;SPC MN S     -   172,110.      675,180.      MT  (+/- 180 meters Scaled)
 OP0675
 OP0675                          SUPERSEDED SURVEY CONTROL
 OP0675
 OP0675.No superseded survey control is available for this station.
 OP0675
 OP0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ945348(NAD 83)
 OP0675_MARKER: DD = SURVEY DISK
 OP0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0675_SP_SET: BASE
 OP0675_STAMPING: 5380 AE 1974
 OP0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0675
 OP0675  HISTORY     - Date     Condition        Report By
 OP0675  HISTORY     - 1974     MONUMENTED       MNDT
 OP0675  HISTORY     - 1975     GOOD             MNDT
 OP0675  HISTORY     - 1977     GOOD             MNDT
 OP0675
 OP0675                          STATION DESCRIPTION
 OP0675
 OP0675'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0675'0.9 MI E FROM WORTHINGTON.
 OP0675'THE MARK IS LOCATED 0.9 MILE EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0675'TRUNK HIGHWAY 60 AT WORTHINGTON AT MILE POINT 46.05.  IT IS NORTH
 OP0675'ACROSS FAI 90 FROM THE FUTURE WEIGH STATION.  IT IS 51.2 FEET NORTH OF
 OP0675'AND 3 FEET LOWER THAN THE CENTERLINE OF THE WEST-BOUND LANE OF FAI 90
 OP0675'AND IS 148.0 FEET NORTHEAST OF THE NORTHEND OF AN 18 INCH SECTIONAL
 OP0675'CONCRETE PIPE UNDER THE EAST-BOUND LANE OF FAI 90.  THE MARK IS SET IN
 OP0675'A DRILL HOLE IN CONCRETE BASE OF THE SOUTH LEG OF THE SIGN EXIT 45 TH
 OP0675'60 1 MILE.  NW 1/4 SECTION 17, T 102N, R 39W
 OP0675
 OP0675                          STATION RECOVERY (1977)
 OP0675
 OP0675'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0675'MARK IS STANDARD DISK SET IN CONCRETE BASE OF THE SOUTH LEG OF THE
 OP0675'SIGN EXIT 45 T.H. 60 1 MILE. IT IS 51.2 FEET NORTH OF AND 3 FEET
 OP0675'LOWER THAN THE CENTERLINE OF THE WBL I-90 STA. 2433+00 AND IS 148.0
 OP0675'FEET NORTHEAST OF THE NORTH END OF AN 18 INCH SECTIONAL CONCRETE PIPE
 OP0675'UNDER THE EASTBOUND LANE OF FAI 90. MARK IS LOCATED 0.9 MILE EAST OF
 OP0675'JCT. I-90 AND T.H. 60. MILE MARKER 46.15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0676 ***********************************************************************
 OP0676  DESIGNATION -  5380 AF
 OP0676  PID         -  OP0676
 OP0676  STATE/COUNTY-  MN/NOBLES
 OP0676  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0676
 OP0676                         *CURRENT SURVEY CONTROL
 OP0676  ___________________________________________________________________
 OP0676* NAD 83(1986)-  43 38 18.     (N)    095 31 55.     (W)     SCALED    
 OP0676* NAVD 88     -       472.375  (meters)    1549.78   (feet)  ADJUSTED  
 OP0676  ___________________________________________________________________
 OP0676  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 OP0676  DYNAMIC HT  -         472.267 (meters)    1549.43  (feet)  COMP
 OP0676  MODELED GRAV-     980,376.0   (mgal)                       NAVD 88
 OP0676
 OP0676  VERT ORDER  -  FIRST     CLASS II
 OP0676
 OP0676.The horizontal coordinates were scaled from a topographic map and have
 OP0676.an estimated accuracy of +/- 6 seconds.
 OP0676
 OP0676.The orthometric height was determined by differential leveling
 OP0676.and adjusted by the National Geodetic Survey in June 1991..
 OP0676.WARNING-Repeat measurements at this control monument indicate possible
 OP0676.vertical movement.
 OP0676
 OP0676.The geoid height was determined by GEOID03.
 OP0676
 OP0676.The dynamic height is computed by dividing the NAVD 88
 OP0676.geopotential number by the normal gravity value computed on the
 OP0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0676.degrees latitude (g = 980.6199 gals.).
 OP0676
 OP0676.The modeled gravity was interpolated from observed gravity values.
 OP0676
 OP0676;                    North         East    Units  Estimated Accuracy
 OP0676;SPC MN S     -   172,090.      676,390.      MT  (+/- 180 meters Scaled)
 OP0676
 OP0676                          SUPERSEDED SURVEY CONTROL
 OP0676
 OP0676.No superseded survey control is available for this station.
 OP0676
 OP0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ957348(NAD 83)
 OP0676_MARKER: DD = SURVEY DISK
 OP0676_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP0676_SP_SET: FOOTING
 OP0676_STAMPING: 5380 AF 1974
 OP0676_MARK LOGO: MNDT  
 OP0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0676+STABILITY: SURFACE MOTION
 OP0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0676+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 OP0676
 OP0676  HISTORY     - Date     Condition        Report By
 OP0676  HISTORY     - UNK      MONUMENTED       MNDT
 OP0676  HISTORY     - 1975     GOOD             MNDT
 OP0676  HISTORY     - 1977     GOOD             MNDT
 OP0676  HISTORY     - 19900829 GOOD             NGS
 OP0676
 OP0676                          STATION DESCRIPTION
 OP0676
 OP0676'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0676'1.6 MI E FROM WORTHINGTON.
 OP0676'THE MARK IS LOCATED 1.6 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0676'TRUNK HIGHWAY 60 AT WORTHINGTON AT MILE POINT 46.75.  IT IS 51.5 FEET
 OP0676'SOUTH OF AND 3 FEET LOWER THAN THE CENTERLINE OF EAST-BOUND FAI 90 AT
 OP0676'STENCIL 2470 ON THE SOUTH EDGE OF THE CONCRETE SLAB AND IS 60.0 FEET
 OP0676'EAST OF A TERMINATED ROAD SOUTH.  THE MARK IS SET IN A DRILL HOLE IN
 OP0676'THE CONCRETE BASE OF THE NORTH LEG OF THE SIGN EXIT 47 LOCAL ROAD 3/4
 OP0676'MILE.  SW 1/4 SECTION 16, T 102N, R 39W
 OP0676
 OP0676                          STATION RECOVERY (1977)
 OP0676
 OP0676'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0676'MARK IS STANDARD DISK SET IN CONCRETE BASE OF NORTH LEG OF SIGN EXIT
 OP0676'47 LOCAL ROAD 3/4 MILE. 51.5 FEET SOUTH OF AND 3 FEET LOWER THAN THE
 OP0676'CENTERLINE OF EB I-90 AT STENCIL 2470 ON THE SOUTH EDGE OF THE
 OP0676'CONCRETE SLAB AND IS 60.0 FEET EAST OF A TERMINATED ROAD SOUTH, 1.6
 OP0676'MILES EAST OF JCT. I-90 AND T.H. 60. MILE MARKER 46.85.
 OP0676
 OP0676                          STATION RECOVERY (1990)
 OP0676
 OP0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0676'2.7 KM (1.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0676'JUNCTION OF STATE HIGHWAY 60 IN WORTHINGTON, IN THE NORTH END OF THE
 OP0676'CONCRETE FOOTING FOR THE NORTH LEG OF A HIGHWAY INFORMATION SIGN,
 OP0676'15.7 M (51.5 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 OP0676'THE HIGHWAY, 14.5 M (47.6 FT) NORTH OF A FENCE, 14.0 M (45.9 FT) EAST
 OP0676'OF THE EXTENDED CENTER OF A ROAD LEADING NORTH, 0.9 M (3.0 FT) BELOW
 OP0676'THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) NORTH OF THE NORTH SIGN LEG,
 OP0676'AND FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0411 ***********************************************************************
 OP0411  DESIGNATION -  5380 AG
 OP0411  PID         -  OP0411
 OP0411  STATE/COUNTY-  MN/JACKSON
 OP0411  USGS QUAD   -  BREWSTER (1976)
 OP0411
 OP0411                         *CURRENT SURVEY CONTROL
 OP0411  ___________________________________________________________________
 OP0411* NAD 83(1996)-  43 38 15.14230(N)    095 27 14.04795(W)     ADJUSTED  
 OP0411* NAVD 88     -       469.329  (meters)    1539.79   (feet)  ADJUSTED  
 OP0411  ___________________________________________________________________
 OP0411  LAPLACE CORR-          -5.68  (seconds)                    DEFLEC99
 OP0411  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 OP0411  DYNAMIC HT  -         469.220 (meters)    1539.43  (feet)  COMP
 OP0411  MODELED GRAV-     980,370.2   (mgal)                       NAVD 88
 OP0411
 OP0411  HORZ ORDER  -  THIRD
 OP0411  VERT ORDER  -  FIRST     CLASS II
 OP0411
 OP0411.The horizontal coordinates were established by classical geodetic methods
 OP0411.and adjusted by the National Geodetic Survey in March 1999..
 OP0411.No horizontal observational check was made to the station.
 OP0411
 OP0411.The orthometric height was determined by differential leveling
 OP0411.and adjusted by the National Geodetic Survey in June 1991..
 OP0411
 OP0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0411
 OP0411.The geoid height was determined by GEOID03.
 OP0411
 OP0411.The dynamic height is computed by dividing the NAVD 88
 OP0411.geopotential number by the normal gravity value computed on the
 OP0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0411.degrees latitude (g = 980.6199 gals.).
 OP0411
 OP0411.The modeled gravity was interpolated from observed gravity values.
 OP0411
 OP0411;                    North         East     Units Scale Factor Converg.
 OP0411;SPC MN S     -   171,883.096   682,682.582   MT  1.00003478   -1 01 08.7
 OP0411;UTM  15      - 4,834,542.439   302,063.851   MT  1.00008193   -1 41 38.3
 OP0411
 OP0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0411!SPC MN S     -   0.99993063  x   1.00003478  =   0.99996541
 OP0411!UTM  15      -   0.99993063  x   1.00008193  =   1.00001255
 OP0411
 OP0411                          SUPERSEDED SURVEY CONTROL
 OP0411
 OP0411  NAD 83(1986)-  43 38 15.13872(N)    095 27 14.03686(W) AD(       ) 3
 OP0411  NAD 27      -  43 38 15.26837(N)    095 27 13.00829(W) AD(       ) 3
 OP0411  NGVD 29 (07/19/86)  469.14   (m)         1539.2    (f) LEVELING    3  
 OP0411
 OP0411.Superseded values are not recommended for survey control.
 OP0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0411.See file dsdata.txt to determine how the superseded data were derived.
 OP0411
 OP0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0206434542(NAD 83)
 OP0411_MARKER: DD = SURVEY DISK
 OP0411_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0411_SP_SET: ABUTMENT
 OP0411_STAMPING: 5380 AG 1974
 OP0411_MARK LOGO: MNDT  
 OP0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0411+STABILITY: POSITION/ELEVATION WELL
 OP0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0411+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 OP0411
 OP0411  HISTORY     - Date     Condition        Report By
 OP0411  HISTORY     - 1974     MONUMENTED       MNDT
 OP0411  HISTORY     - 1975     GOOD             MNDT
 OP0411  HISTORY     - 19900829 GOOD             NGS
 OP0411
 OP0411                          STATION DESCRIPTION
 OP0411
 OP0411'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0411'THE STATION IS LOCATED ABOUT 6 MILES EAST OF THE CITY OF
 OP0411'WORTHINGTON, AND ABOUT 5 MILES SOUTH OF THE CITY OF BREWSTER
 OP0411'IN THE SE 1/4 OF SECTION 13, T 102N, R 39W, ON THE WEST
 OP0411'RIGHT-OF-WAY OF TRUNK HIGHWAY 264, AND ABOUT 0.2 MILE SOUTH OF
 OP0411'TRUNK HIGHWAY I-90.
 OP0411'
 OP0411'A STANDARD MNHD VERTICAL CONTROL MARK
 OP0411'DISK STAMPED 5380 AG 1974, IS SET IN THE SOUTHEAST CORNER OF
 OP0411'TRUNK HIGHWAY 264 BRIDGE NUMBER 53822 OVER TRUNK HIGHWAY
 OP0411'I-90.  THE MARK IS 24.5 FEET EAST OF THE CENTERLINE OF TRUNK
 OP0411'HIGHWAY 264.
 OP0411
 OP0411                          STATION RECOVERY (1975)
 OP0411
 OP0411'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 OP0411'4.3 MI SSE FROM BREWSTER.
 OP0411'THE MARK IS LOCATED 5.6 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0411'FAI 90 AND TRUNK HIGHWAY 60 IN WORTHINGTON, AND IS 4.65 MILE SOUTHEAST
 OP0411'AND SOUTH ALONG COUNTY ROAD 1 FROM THE JUNCTION OF TRUNK HIGHWAY 60
 OP0411'AND COUNTY ROAD 1 AT BREWSTER.  IT IS AT FAI 90 MILEPOINT 50.75. IT IS
 OP0411'24.6 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 264 AND IS SET IN
 OP0411'THE SOUTHEAST CORNER OF BRIDGE NUMBER 53822 (TRUNK HIGHWAY 264 AND
 OP0411'COUNTY ROAD 1 OVER FAI 90).  IT IS ABOUT 0.5 FOOT ABOVE THE LEVEL OF
 OP0411'THE BRIDGE DECK.  SW 1/4 SECTION 18, T 102N, R 38W.
 OP0411
 OP0411                          STATION RECOVERY (1990)
 OP0411
 OP0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0411'9.1 KM (5.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0411'JUNCTION OF STATE HIGHWAY 60 IN WORTHINGTON, IN TOP OF AND 2.1 M (6.9
 OP0411'FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OP0411'STATE HIGHWAY 264 OVERPASS (NUMBER 53822) OF THE HIGHWAY, 39.3 M
 OP0411'(128.9 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OP0411'HIGHWAY, AND 7.6 M (24.9 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF
 OP0411'THE STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1375 ***********************************************************************
 OP1375  DESIGNATION -  5380 AH
 OP1375  PID         -  OP1375
 OP1375  STATE/COUNTY-  MN/NOBLES
 OP1375  USGS QUAD   -  ADRIAN (1967)
 OP1375
 OP1375                         *CURRENT SURVEY CONTROL
 OP1375  ___________________________________________________________________
 OP1375* NAD 83(1986)-  43 38 28.     (N)    095 56 48.     (W)     SCALED    
 OP1375* NAVD 88     -       471.502  (meters)    1546.92   (feet)  ADJUSTED  
 OP1375  ___________________________________________________________________
 OP1375  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OP1375  DYNAMIC HT  -         471.387 (meters)    1546.54  (feet)  COMP
 OP1375  MODELED GRAV-     980,361.5   (mgal)                       NAVD 88
 OP1375
 OP1375  VERT ORDER  -  SECOND    CLASS I
 OP1375
 OP1375.The horizontal coordinates were scaled from a topographic map and have
 OP1375.an estimated accuracy of +/- 6 seconds.
 OP1375
 OP1375.The orthometric height was determined by differential leveling
 OP1375.and adjusted by the National Geodetic Survey in June 1995..
 OP1375
 OP1375.The geoid height was determined by GEOID03.
 OP1375
 OP1375.The dynamic height is computed by dividing the NAVD 88
 OP1375.geopotential number by the normal gravity value computed on the
 OP1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1375.degrees latitude (g = 980.6199 gals.).
 OP1375
 OP1375.The modeled gravity was interpolated from observed gravity values.
 OP1375
 OP1375;                    North         East    Units  Estimated Accuracy
 OP1375;SPC MN S     -   173,110.      642,940.      MT  (+/- 180 meters Scaled)
 OP1375
 OP1375                          SUPERSEDED SURVEY CONTROL
 OP1375
 OP1375.No superseded survey control is available for this station.
 OP1375
 OP1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ623362(NAD 83)
 OP1375_MARKER: DB = BENCH MARK DISK
 OP1375_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OP1375_SP_SET: BRIDGE RAILING
 OP1375_STAMPING: 5380 AH 1988
 OP1375_MARK LOGO: MNDT  
 OP1375_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1375+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2000
 OP1375
 OP1375  HISTORY     - Date     Condition        Report By
 OP1375  HISTORY     - 1988     MONUMENTED       MNDT
 OP1375  HISTORY     - 20000104 GOOD             MNDT
 OP1375
 OP1375                          STATION DESCRIPTION
 OP1375
 OP1375'DESCRIBED BY MN DEPT OF TRANSP 1988
 OP1375'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) WEST-NORTHWEST OF THE TOWN
 OP1375'OF ADRIAN, IN THE NW 1/4 OF SECTION 13, T102N, R43W, IN THE SOUTH
 OP1375'RAILING OF THE INTERSTATE HIGHWAY 90 EASTBOUND LANE BRIDGE (NUMBER
 OP1375'53806) OVER COUNTY ROAD 35, 0.35 MI (0.56 KM) WEST ALONG INTERSTATE
 OP1375'HIGHWAY 90 FROM ITS JUNCTION WITH TRUNK HIGHWAY 91 AT THE NORTH EDGE
 OP1375'OF ADRIAN. THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---5380
 OP1375'AH 1988---, IS SET FLUSH IN THE TOP OF THE BRIDGE RAIL NEAR THE
 OP1375'CENTER OF THE SOUTH RAILING OF THE BRIDGE AND IS ABOUT 2.8 FT
 OP1375'(0.9 M) ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK IS 24.7 FT (7.5 M)
 OP1375'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANE OF INTERSTATE
 OP1375'HIGHWAY 90 AND 136.0 FT (41.5 M) WEST-SOUTHWEST OF THE EAST END OF
 OP1375'THE BRIDGE RAILING.
 OP1375
 OP1375                          STATION RECOVERY (2000)
 OP1375
 OP1375'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OP1375'THE MARK WAS RECOVERED IN GOOD CONDITION. 0.60 MI (0.97 KM) WEST ON
 OP1375'FAI 90 FROM JCT OF FAI 90 AND TH 91.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0109 ***********************************************************************
 OQ0109  DESIGNATION -  5380 B
 OQ0109  PID         -  OQ0109
 OQ0109  STATE/COUNTY-  MN/NOBLES
 OQ0109  USGS QUAD   -  MAGNOLIA (1967)
 OQ0109
 OQ0109                         *CURRENT SURVEY CONTROL
 OQ0109  ___________________________________________________________________
 OQ0109* NAD 83(1996)-  43 38 17.65571(N)    096 01 23.84429(W)     ADJUSTED  
 OQ0109* NAVD 88     -       464.625  (meters)    1524.36   (feet)  ADJUSTED  
 OQ0109  ___________________________________________________________________
 OQ0109  X           -    -485,169.403 (meters)                     COMP
 OQ0109  Y           -  -4,598,098.252 (meters)                     COMP
 OQ0109  Z           -   4,379,392.245 (meters)                     COMP
 OQ0109  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 OQ0109  ELLIP HEIGHT-         438.21  (meters)          (02/05/03) GPS OBS
 OQ0109  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OQ0109  DYNAMIC HT  -         464.512 (meters)    1523.99  (feet)  COMP
 OQ0109  MODELED GRAV-     980,361.7   (mgal)                       NAVD 88
 OQ0109
 OQ0109  HORZ ORDER  -  FIRST
 OQ0109  VERT ORDER  -  SECOND    CLASS 0
 OQ0109  ELLP ORDER  -  THIRD     CLASS II
 OQ0109
 OQ0109.The horizontal coordinates were established by GPS observations
 OQ0109.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OQ0109
 OQ0109.The orthometric height was determined by differential leveling
 OQ0109.and adjusted by the National Geodetic Survey in June 1991..
 OQ0109
 OQ0109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0109
 OQ0109.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0109
 OQ0109.The ellipsoidal height was determined by GPS observations
 OQ0109.and is referenced to NAD 83.
 OQ0109
 OQ0109.The geoid height was determined by GEOID03.
 OQ0109
 OQ0109.The dynamic height is computed by dividing the NAVD 88
 OQ0109.geopotential number by the normal gravity value computed on the
 OQ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0109.degrees latitude (g = 980.6199 gals.).
 OQ0109
 OQ0109.The modeled gravity was interpolated from observed gravity values.
 OQ0109
 OQ0109;                    North         East     Units Scale Factor Converg.
 OQ0109;SPC MN S     -   172,937.824   636,747.855   MT  1.00003459   -1 25 05.4
 OQ0109;UTM  14      - 4,836,000.246   740,105.659   MT  1.00030917   +2 03 18.8
 OQ0109;UTM  15      - 4,836,136.139   256,136.951   MT  1.00033155   -2 05 14.7
 OQ0109
 OQ0109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0109!SPC MN S     -   0.99993129  x   1.00003459  =   0.99996588
 OQ0109!UTM  14      -   0.99993129  x   1.00030917  =   1.00024044
 OQ0109!UTM  15      -   0.99993129  x   1.00033155  =   1.00026282
 OQ0109
 OQ0109                          SUPERSEDED SURVEY CONTROL
 OQ0109
 OQ0109  NAVD 88 (02/05/03)  464.62   (m)         1524.3    (f) LEVELING    3  
 OQ0109  NGVD 29 (??/??/92)  464.401  (m)         1523.62   (f) ADJ UNCH    2 0
 OQ0109
 OQ0109.Superseded values are not recommended for survey control.
 OQ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0109.See file dsdata.txt to determine how the superseded data were derived.
 OQ0109
 OQ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP4010636000(NAD 83)
 OQ0109_MARKER: DB = BENCH MARK DISK
 OQ0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0109_STAMPING: 5380 B 1966
 OQ0109_MARK LOGO: MNHD  
 OQ0109_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OQ0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0109+STABILITY: SURFACE MOTION
 OQ0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0109+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1999
 OQ0109
 OQ0109  HISTORY     - Date     Condition        Report By
 OQ0109  HISTORY     - 1966     MONUMENTED       MNHD
 OQ0109  HISTORY     - 1977     GOOD             MNDT
 OQ0109  HISTORY     - 19991014 GOOD             MNDT
 OQ0109
 OQ0109                          STATION DESCRIPTION
 OQ0109
 OQ0109'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0109'2.5 MI E FROM MAGNOLIA.
 OQ0109'MARK IS LOCATED NEAR THE CENTER OF SECTION 17, T102N, R43W,
 OQ0109'ABOUT 2.5 MILES EAST OF MAGNOLIA ON FAI 90.  MARK IS A STANDARD
 OQ0109'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 5380 B 1966 SET IN
 OQ0109'A PRECAST CONCRETE MONUMENT.  MARK IS 158 FEET NORTH OF THE
 OQ0109'CENTERLINE OF WESTBOUND FAI 90, (STATION 116+10) AND 0.5 FOOT
 OQ0109'SOUTH OF STEEL WITNESS POST.  MARK PROJECTS 2 INCHES ABOVE
 OQ0109'GROUND.
 OQ0109
 OQ0109                          STATION RECOVERY (1977)
 OQ0109
 OQ0109'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OQ0109'MARK IS STANDARD DISK SET IN PRE-CAST CONCRETE MONUMENT, 158 FEET
 OQ0109'NORTH OF WB I-90 STA. 1162 10, 59 FEET NORTH OF R/W FENCE DIRECTLY ON
 OQ0109'NORTH-SOUTH FENCE LINE, 0.5 FOOT SOUTH OF STEEL WITNESS POST, NORTH
 OQ0109'OF A GROVE OF TREE TO THE SOUTH OF I-90.
 OQ0109
 OQ0109                          STATION RECOVERY (1999)
 OQ0109
 OQ0109'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 OQ0109'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OQ0109'THE MARK IS 2.5 MI (4.0 KM) EAST OF MAGNOLIA, 3.55 MI (5.71 KM) EAST
 OQ0109'ALONG FAI 90 FROM THE JCT OF FAI 90 AND CO RD 3 AT MAGNOLIA, 158 FT
 OQ0109'(48.2 M) NORTH OF WB FAI 90, AT FAI 90 STATION 1162+10, 1.0 FT (0.3 M)
 OQ0109'WEST OF FENCE, 59.6 FT (18.2 M) NORTH OF R/W FENCE, 0.5 FT (15.2 CM)
 OQ0109'SOUTH OF A WIT POST, PROJECTS 2 IN, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0110 ***********************************************************************
 OQ0110  DESIGNATION -  5380 B 1
 OQ0110  PID         -  OQ0110
 OQ0110  STATE/COUNTY-  MN/NOBLES
 OQ0110  USGS QUAD   -  MAGNOLIA (1967)
 OQ0110
 OQ0110                         *CURRENT SURVEY CONTROL
 OQ0110  ___________________________________________________________________
 OQ0110* NAD 83(1986)-  43 38 13.     (N)    096 00 48.     (W)     SCALED    
 OQ0110* NAVD 88     -       474.455  (meters)    1556.61   (feet)  ADJUSTED  
 OQ0110  ___________________________________________________________________
 OQ0110  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OQ0110  DYNAMIC HT  -         474.340 (meters)    1556.23  (feet)  COMP
 OQ0110  MODELED GRAV-     980,361.6   (mgal)                       NAVD 88
 OQ0110
 OQ0110  VERT ORDER  -  FIRST     CLASS II
 OQ0110
 OQ0110.The horizontal coordinates were scaled from a topographic map and have
 OQ0110.an estimated accuracy of +/- 6 seconds.
 OQ0110
 OQ0110.The orthometric height was determined by differential leveling
 OQ0110.and adjusted by the National Geodetic Survey in June 1991..
 OQ0110
 OQ0110.The geoid height was determined by GEOID03.
 OQ0110
 OQ0110.The dynamic height is computed by dividing the NAVD 88
 OQ0110.geopotential number by the normal gravity value computed on the
 OQ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0110.degrees latitude (g = 980.6199 gals.).
 OQ0110
 OQ0110.The modeled gravity was interpolated from observed gravity values.
 OQ0110
 OQ0110;                    North         East    Units  Estimated Accuracy
 OQ0110;SPC MN S     -   172,770.      637,550.      MT  (+/- 180 meters Scaled)
 OQ0110
 OQ0110                          SUPERSEDED SURVEY CONTROL
 OQ0110
 OQ0110  NGVD 29 (??/??/92)  474.235  (m)         1555.89   (f) ADJ UNCH    1 2
 OQ0110
 OQ0110.Superseded values are not recommended for survey control.
 OQ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0110.See file dsdata.txt to determine how the superseded data were derived.
 OQ0110
 OQ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP409358(NAD 83)
 OQ0110_MARKER: DD = SURVEY DISK
 OQ0110_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OQ0110_SP_SET: ABUTMENT
 OQ0110_STAMPING: 5380 B 1 1966
 OQ0110_MARK LOGO: MNDT  
 OQ0110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0110+STABILITY: POSITION/ELEVATION WELL
 OQ0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0110+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1990
 OQ0110
 OQ0110  HISTORY     - Date     Condition        Report By
 OQ0110  HISTORY     - 1966     MONUMENTED       MNHD
 OQ0110  HISTORY     - 1977     GOOD             MNDT
 OQ0110  HISTORY     - 19900820 GOOD             NGS
 OQ0110
 OQ0110                          STATION DESCRIPTION
 OQ0110
 OQ0110'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0110'3 MI E FROM MAGNOLIA.
 OQ0110'MARK IS LOCATED IN THE SW 1/4, SECTION 16, T102N, R43W ABOUT
 OQ0110'3.0 MILES EAST OF MAGNOLIA ON FAI 90.  MARK IS A STANDARD
 OQ0110'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 5380 B1 1966, SET IN
 OQ0110'THE SOUTHWEST CORNER OF BRIDGE (NO. 53801) ABUTMENT.  COUNTY
 OQ0110'ROAD NO. 19 OVER FAI 90.
 OQ0110
 OQ0110                          STATION RECOVERY (1977)
 OQ0110
 OQ0110'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OQ0110'MARK IS A STANDARD DISK SET IN SOUTH-WEST CORNER OF BRIDGE NO. 53801,
 OQ0110'CO. ROAD 19 OVER I-90. MILE POST 22.5.
 OQ0110
 OQ0110                          STATION RECOVERY (1990)
 OQ0110
 OQ0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0110'6.6 KM (4.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ0110'JUNCTION OF STATE HIGHWAY 91 IN ADRIAN, IN TOP OF AND 2.1 M (6.9 FT)
 OQ0110'NORTHEAST OF THE SOUTHWEST END OF THE SOUTH CONCRETE ABUTMENT OF
 OQ0110'COUNTY ROAD 19 OVERPASS OF THE HIGHWAY, 19.4 M (63.6 FT) SOUTH OF THE
 OQ0110'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 5.4 M (17.7 FT)
 OQ0110'WEST OF THE ROAD CENTER, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 OQ0110'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0678 ***********************************************************************
 OP0678  DESIGNATION -  5380 BB
 OP0678  PID         -  OP0678
 OP0678  STATE/COUNTY-  MN/NOBLES
 OP0678  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0678
 OP0678                         *CURRENT SURVEY CONTROL
 OP0678  ___________________________________________________________________
 OP0678* NAD 83(1986)-  43 38 18.     (N)    095 30 43.     (W)     SCALED    
 OP0678* NAVD 88     -       474.058  (meters)    1555.31   (feet)  ADJUSTED  
 OP0678  ___________________________________________________________________
 OP0678  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 OP0678  DYNAMIC HT  -         473.950 (meters)    1554.95  (feet)  COMP
 OP0678  MODELED GRAV-     980,375.6   (mgal)                       NAVD 88
 OP0678
 OP0678  VERT ORDER  -  FIRST     CLASS II
 OP0678
 OP0678.The horizontal coordinates were scaled from a topographic map and have
 OP0678.an estimated accuracy of +/- 6 seconds.
 OP0678
 OP0678.The orthometric height was determined by differential leveling
 OP0678.and adjusted by the National Geodetic Survey in June 1991..
 OP0678
 OP0678.The geoid height was determined by GEOID03.
 OP0678
 OP0678.The dynamic height is computed by dividing the NAVD 88
 OP0678.geopotential number by the normal gravity value computed on the
 OP0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0678.degrees latitude (g = 980.6199 gals.).
 OP0678
 OP0678.The modeled gravity was interpolated from observed gravity values.
 OP0678
 OP0678;                    North         East    Units  Estimated Accuracy
 OP0678;SPC MN S     -   172,060.      678,000.      MT  (+/- 180 meters Scaled)
 OP0678
 OP0678                          SUPERSEDED SURVEY CONTROL
 OP0678
 OP0678.No superseded survey control is available for this station.
 OP0678
 OP0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ973347(NAD 83)
 OP0678_MARKER: DD = SURVEY DISK
 OP0678_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0678_SP_SET: ABUTMENT
 OP0678_STAMPING: 5380 BB 1974
 OP0678_MARK LOGO: MNDT  
 OP0678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0678+STABILITY: POSITION/ELEVATION WELL
 OP0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0678+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 OP0678
 OP0678  HISTORY     - Date     Condition        Report By
 OP0678  HISTORY     - 1974     MONUMENTED       MNDT
 OP0678  HISTORY     - 1975     GOOD             MNDT
 OP0678  HISTORY     - 1977     GOOD             MNDT
 OP0678  HISTORY     - 19900829 GOOD             NGS
 OP0678
 OP0678                          STATION DESCRIPTION
 OP0678
 OP0678'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0678'2.6 MI E FROM WORTHINGTON.
 OP0678'THE MARK IS LOCATED 2.6 MILES EAST ALONG FAI 90, FROM THE JUNCTION OF
 OP0678'FAI 90 AND TRUNK HIGHWAY 60 AT WORTHINGTON, AT MILE POINT 47.2.  IT IS
 OP0678'SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 53821 (LOCAL
 OP0678'ROAD OVER FAI 90).  IT IS 17 FEET EAST OF AND ABOUT 0.5 FOOT BELOW THE
 OP0678'LEVEL OF THE CENTERLINE OF LOCAL ROAD.  SW 1/4 SECTION 15, T102N, R
 OP0678'39W.
 OP0678
 OP0678                          STATION RECOVERY (1977)
 OP0678
 OP0678'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0678'MARK IS STANDARD DISK SET IN SOUTHEAST CORNER OF BRIDGE NO. 53821
 OP0678'(LOCAL ROAD OVER I-90). MARK IS 2.6 MILES EAST OF JCT. I-90 AND T.H.
 OP0678'60. MILE MARKER 47.85.
 OP0678
 OP0678                          STATION RECOVERY (1990)
 OP0678
 OP0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0678'4.3 KM (2.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0678'JUNCTION OF STATE HIGHWAY 60 IN WORTHINGTON, IN TOP OF AND 2.1 M (6.9
 OP0678'FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OP0678'A COUNTY ROAD OVERPASS (NUMBER 53821) OF THE HIGHWAY, 19.0 M (62.3
 OP0678'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OP0678'AND 5.4 M (17.7 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE
 OP0678'COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0580 ***********************************************************************
 OQ0580  DESIGNATION -  5380 C
 OQ0580  PID         -  OQ0580
 OQ0580  STATE/COUNTY-  MN/NOBLES
 OQ0580  USGS QUAD   -  MAGNOLIA (1967)
 OQ0580
 OQ0580                         *CURRENT SURVEY CONTROL
 OQ0580  ___________________________________________________________________
 OQ0580* NAD 83(1996)-  43 38 16.93540(N)    096 00 11.94841(W)     ADJUSTED  
 OQ0580* NAVD 88     -       473.     (meters)    1552.     (feet)  SCALED    
 OQ0580  ___________________________________________________________________
 OQ0580  X           -    -483,568.929 (meters)                     COMP
 OQ0580  Y           -  -4,598,288.697 (meters)                     COMP
 OQ0580  Z           -   4,379,382.249 (meters)                     COMP
 OQ0580  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 OQ0580  ELLIP HEIGHT-         447.04  (meters)          (02/05/03) GPS OBS
 OQ0580  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OQ0580  DYNAMIC HT  -         473.3   (meters)    1553.    (feet)  COMP
 OQ0580  MODELED GRAV-     980,361.8   (mgal)                       NAVD 88
 OQ0580
 OQ0580  HORZ ORDER  -  FIRST
 OQ0580  VERT ORDER  -  THIRD (See Below)
 OQ0580  ELLP ORDER  -  THIRD     CLASS II
 OQ0580
 OQ0580.The horizontal coordinates were established by GPS observations
 OQ0580.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OQ0580
 OQ0580.The orthometric height was scaled from a topographic map.
 OQ0580.The vertical order pertains to the first NAVD 88 superseded value.
 OQ0580
 OQ0580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0580
 OQ0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0580
 OQ0580.The ellipsoidal height was determined by GPS observations
 OQ0580.and is referenced to NAD 83.
 OQ0580
 OQ0580.The geoid height was determined by GEOID03.
 OQ0580
 OQ0580.The dynamic height is computed by dividing the NAVD 88
 OQ0580.geopotential number by the normal gravity value computed on the
 OQ0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0580.degrees latitude (g = 980.6199 gals.).
 OQ0580
 OQ0580.The modeled gravity was interpolated from observed gravity values.
 OQ0580
 OQ0580;                    North         East     Units Scale Factor Converg.
 OQ0580;SPC MN S     -   172,875.911   638,358.382   MT  1.00003465   -1 24 15.1
 OQ0580;UTM  14      - 4,836,036.028   741,717.429   MT  1.00031873   +2 04 08.4
 OQ0580;UTM  15      - 4,836,055.394   257,747.115   MT  1.00032192   -2 04 24.9
 OQ0580
 OQ0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0580!SPC MN S     -   0.99992990  x   1.00003465  =   0.99996455
 OQ0580!UTM  14      -   0.99992990  x   1.00031873  =   1.00024861
 OQ0580!UTM  15      -   0.99992990  x   1.00032192  =   1.00025180
 OQ0580
 OQ0580                          SUPERSEDED SURVEY CONTROL
 OQ0580
 OQ0580  NAVD 88 (02/05/03)  473.45   (m)         1553.3    (f) LEVELING    3  
 OQ0580  NGVD 29 (??/??/92)  473.23   (m)         1552.6    (f) COMPUTED    2 0
 OQ0580
 OQ0580.Superseded values are not recommended for survey control.
 OQ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0580.See file dsdata.txt to determine how the superseded data were derived.
 OQ0580
 OQ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP4171736036(NAD 83)
 OQ0580_MARKER: DB = BENCH MARK DISK
 OQ0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0580_STAMPING: 5380 C 1966
 OQ0580_MARK LOGO: MNDT  
 OQ0580_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OQ0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0580+STABILITY: SURFACE MOTION
 OQ0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0580+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1999
 OQ0580
 OQ0580  HISTORY     - Date     Condition        Report By
 OQ0580  HISTORY     - 1966     MONUMENTED       MNDT
 OQ0580  HISTORY     - UNK      SEE DESCRIPTION
 OQ0580  HISTORY     - 19991014 GOOD             MNDT
 OQ0580
 OQ0580                          STATION DESCRIPTION
 OQ0580
 OQ0580'DESCRIBED UNK
 OQ0580'RECOVERED AS DESCRIBED.
 OQ0580
 OQ0580                          STATION RECOVERY (1999)
 OQ0580
 OQ0580'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 OQ0580'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OQ0580'THE MARK IS AT 3.5 MI (5.6 KM) EAST OF MAGNOLIA, 3.6 MI (5.8 KM) WEST
 OQ0580'ALONG FAI 90 FROM JCT OF TH 91 AT ADRIAN, AT FAI 90 MP 23.0, 81.8 FT
 OQ0580'(24.9 M) NE OF MILEPOST 23, 106 FT (32.3 M) NORTH OF WB FAI 90, 6 FT
 OQ0580'(1.8 M) NORTH OF FENCE, 0.5 FT (15.2 CM) SOUTH OF WIT POST, AT FAI 90
 OQ0580'STA 1214+92, PROJECTS 2 INCHES, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0674 ***********************************************************************
 OP0674  DESIGNATION -  5380 CC
 OP0674  PID         -  OP0674
 OP0674  STATE/COUNTY-  MN/NOBLES
 OP0674  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0674
 OP0674                         *CURRENT SURVEY CONTROL
 OP0674  ___________________________________________________________________
 OP0674* NAD 83(1986)-  43 38 18.     (N)    095 33 49.     (W)     SCALED    
 OP0674* NAVD 88     -       489.541  (meters)    1606.10   (feet)  ADJUSTED  
 OP0674  ___________________________________________________________________
 OP0674  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 OP0674  DYNAMIC HT  -         489.430 (meters)    1605.74  (feet)  COMP
 OP0674  MODELED GRAV-     980,375.8   (mgal)                       NAVD 88
 OP0674
 OP0674  VERT ORDER  -  SECOND    CLASS I
 OP0674
 OP0674.The horizontal coordinates were scaled from a topographic map and have
 OP0674.an estimated accuracy of +/- 6 seconds.
 OP0674
 OP0674.The orthometric height was determined by differential leveling
 OP0674.and adjusted by the National Geodetic Survey in June 1991..
 OP0674
 OP0674.The geoid height was determined by GEOID03.
 OP0674
 OP0674.The dynamic height is computed by dividing the NAVD 88
 OP0674.geopotential number by the normal gravity value computed on the
 OP0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0674.degrees latitude (g = 980.6199 gals.).
 OP0674
 OP0674.The modeled gravity was interpolated from observed gravity values.
 OP0674
 OP0674;                    North         East    Units  Estimated Accuracy
 OP0674;SPC MN S     -   172,140.      673,830.      MT  (+/- 180 meters Scaled)
 OP0674
 OP0674                          SUPERSEDED SURVEY CONTROL
 OP0674
 OP0674.No superseded survey control is available for this station.
 OP0674
 OP0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ932348(NAD 83)
 OP0674_MARKER: DD = SURVEY DISK
 OP0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0674_SP_SET: BASE
 OP0674_STAMPING: 5380 CC 1974
 OP0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0674
 OP0674  HISTORY     - Date     Condition        Report By
 OP0674  HISTORY     - 1974     MONUMENTED       MNDT
 OP0674  HISTORY     - 1975     GOOD             MNDT
 OP0674  HISTORY     - 1977     GOOD             MNDT
 OP0674
 OP0674                          STATION DESCRIPTION
 OP0674
 OP0674'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0674'1.05 MI NE FROM WORTHINGTON.
 OP0674'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE 90 AND TRUNK HIGHWAY
 OP0674'60 WHICH IS 1.05 NORTHEAST ALONG TRUNK HIGHWAY 60 FROM THE JUNCTION OF
 OP0674'TRUNK HIGHWAYS 59 AND 60 IN WORTHINGTON, AND 1.5 MILE EAST ALONG
 OP0674'INTERSTATE FROM THE JUNCTION OF INTERSTATE 90 AND TRUNK HIGHWAY 59 AT
 OP0674'MILEPOINT 45.2.  IT IS SET IN THE CONCRETE BASE OF THE NORTH BRIDGE
 OP0674'RAILING OF BRIDGE NUMBER 53820 (EAST BOUND INTERSTATE 90 OVER TRUNK
 OP0674'HIGHWAY 60 AND CHICAGO NORTHWESTERN RAILROAD).  IT IS 16.0 FEET NORTH
 OP0674'OF CENTERLINE OF THE EAST-BOUND LANE (STATION 2385 + 42) AND IS 101.6
 OP0674'FEET WEST OF THE EAST END OF THE BRIDGE, AND IS ABOUT 0.5 FOOT ABOVE
 OP0674'THE LEVEL OF THE EAST BOUND LANE.  BRIDGE 53820 HAS FLOATING
 OP0674'ABUTMENTS.  SW 1/4 SECTION 18, T 102N, R 39W
 OP0674
 OP0674                          STATION RECOVERY (1977)
 OP0674
 OP0674'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0674'MARK IS A STANDARD DISK SET IN CONCRETE BASE OF THE NORTH BRIDGE
 OP0674'RAILING OF BRIDGE NO. 53820, EB I-90 OVER T.H. 60. IT IS 16.0 FEET
 OP0674'NORTH OF CENTERLINE OF EB I-90 STA. 2385+42 AND 101.6 FEET WEST OF
 OP0674'THE EAST END OF THE BRIDGE. THIS BRIDGE HAS FLOATING ABUTMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0706 ***********************************************************************
 OP0706  DESIGNATION -  5380 CC 1
 OP0706  PID         -  OP0706
 OP0706  STATE/COUNTY-  MN/NOBLES
 OP0706  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0706
 OP0706                         *CURRENT SURVEY CONTROL
 OP0706  ___________________________________________________________________
 OP0706* NAD 83(1986)-  43 38 18.     (N)    095 33 49.     (W)     SCALED    
 OP0706* NAVD 88     -       488.829  (meters)    1603.77   (feet)  ADJUSTED  
 OP0706  ___________________________________________________________________
 OP0706  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 OP0706  DYNAMIC HT  -         488.717 (meters)    1603.40  (feet)  COMP
 OP0706  MODELED GRAV-     980,375.8   (mgal)                       NAVD 88
 OP0706
 OP0706  VERT ORDER  -  SECOND    CLASS I
 OP0706
 OP0706.The horizontal coordinates were scaled from a topographic map and have
 OP0706.an estimated accuracy of +/- 6 seconds.
 OP0706
 OP0706.The orthometric height was determined by differential leveling
 OP0706.and adjusted by the National Geodetic Survey in June 1991..
 OP0706
 OP0706.The geoid height was determined by GEOID03.
 OP0706
 OP0706.The dynamic height is computed by dividing the NAVD 88
 OP0706.geopotential number by the normal gravity value computed on the
 OP0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0706.degrees latitude (g = 980.6199 gals.).
 OP0706
 OP0706.The modeled gravity was interpolated from observed gravity values.
 OP0706
 OP0706;                    North         East    Units  Estimated Accuracy
 OP0706;SPC MN S     -   172,140.      673,830.      MT  (+/- 180 meters Scaled)
 OP0706
 OP0706                          SUPERSEDED SURVEY CONTROL
 OP0706
 OP0706.No superseded survey control is available for this station.
 OP0706
 OP0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ932348(NAD 83)
 OP0706_MARKER: DD = SURVEY DISK
 OP0706_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0706_SP_SET: BASE
 OP0706_STAMPING: 5380CC 1 1974
 OP0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0706
 OP0706  HISTORY     - Date     Condition        Report By
 OP0706  HISTORY     - 1974     MONUMENTED       MNDT
 OP0706  HISTORY     - 1975     GOOD             MNDT
 OP0706
 OP0706                          STATION DESCRIPTION
 OP0706
 OP0706'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0706'1.05 NE FROM WORTHINGTON.
 OP0706'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE 90 AND TRUNK HIGHWAY
 OP0706'60, WHICH IS 1.05 MILE NORTHEAST ALONG TRUNK HIGHWAY 60 FROM THE
 OP0706'JUNCTION OF TRUNK HIGHWAYS 59 AND 60 IN WORTHINGTON, AND IS 1.5 MILE
 OP0706'EAST ALONG INTERSTATE 90 FROM THE JUNCTION OF INTERSTATE 90 AND TRUNK
 OP0706'HIGHWAY 59 AT MILE POINT 45.2.  IT IS SET IN THE CONCRETE BASE OF THE
 OP0706'SOUTH BRIDGE RAILING OF BRIDGE NUMBER 53819 (WESTBOUND INTERSTATE 90
 OP0706'OVER TRUNK HIGHWAY 60 AND THE CHICAGO AND NORTHWESTERN RAILROAD). IT
 OP0706'IS 16.6 FEET SOUTH OF AND 0.5 FOOT ABOVE THE CENTERLINE OF THE WEST
 OP0706'BOUND LANE, AND IS 83.8 FEET EAST OF THE WEST END OF THE BRIDGE. NW
 OP0706'1/4 SECTION 18, T 102N, R 39W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0637 ***********************************************************************
 OP0637  DESIGNATION -  5380 D
 OP0637  PID         -  OP0637
 OP0637  STATE/COUNTY-  MN/NOBLES
 OP0637  USGS QUAD   -  ADRIAN (1967)
 OP0637
 OP0637                         *CURRENT SURVEY CONTROL
 OP0637  ___________________________________________________________________
 OP0637* NAD 83(1986)-  43 38 16.     (N)    095 58 55.     (W)     SCALED    
 OP0637* NAVD 88     -       466.258  (meters)    1529.71   (feet)  ADJUSTED  
 OP0637  ___________________________________________________________________
 OP0637  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OP0637  DYNAMIC HT  -         466.144 (meters)    1529.34  (feet)  COMP
 OP0637  MODELED GRAV-     980,361.5   (mgal)                       NAVD 88
 OP0637
 OP0637  VERT ORDER  -  SECOND    CLASS 0
 OP0637
 OP0637.The horizontal coordinates were scaled from a topographic map and have
 OP0637.an estimated accuracy of +/- 6 seconds.
 OP0637
 OP0637.The orthometric height was determined by differential leveling
 OP0637.and adjusted by the National Geodetic Survey in June 1991..
 OP0637
 OP0637.The geoid height was determined by GEOID03.
 OP0637
 OP0637.The dynamic height is computed by dividing the NAVD 88
 OP0637.geopotential number by the normal gravity value computed on the
 OP0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0637.degrees latitude (g = 980.6199 gals.).
 OP0637
 OP0637.The modeled gravity was interpolated from observed gravity values.
 OP0637
 OP0637;                    North         East    Units  Estimated Accuracy
 OP0637;SPC MN S     -   172,810.      640,080.      MT  (+/- 180 meters Scaled)
 OP0637
 OP0637                          SUPERSEDED SURVEY CONTROL
 OP0637
 OP0637  NGVD 29 (??/??/92)  466.04   (m)         1529.0    (f) COMPUTED    2 0
 OP0637
 OP0637.Superseded values are not recommended for survey control.
 OP0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0637.See file dsdata.txt to determine how the superseded data were derived.
 OP0637
 OP0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ594359(NAD 83)
 OP0637_MARKER: DD = SURVEY DISK
 OP0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0637_STAMPING: 5380 D 1966
 OP0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0637+STABILITY: SURFACE MOTION
 OP0637
 OP0637  HISTORY     - Date     Condition        Report By
 OP0637  HISTORY     - 1966     MONUMENTED       MNDT
 OP0637  HISTORY     - 1978     GOOD             MNDT
 OP0637
 OP0637                          STATION DESCRIPTION
 OP0637
 OP0637'DESCRIBED BY MN DEPT OF TRANSP 1966
 OP0637'2.5 MI W FROM ADRIAN.
 OP0637'MARK IS LOCATED NEAR THE CENTER OF SECTION 15, T102N, R43W ABOUT 2.5
 OP0637'MILES WEST OF ADRIAN ON FAI 90.  MARK IS A STANDARD MINNESOTA HIGHWAY
 OP0637'DEPARTMENT DISK, STAMPED 5380 D 1966 SET IN A PRECAST CONCRETE
 OP0637'MONUMENT.  MARK IS 88 FEET NORTH OF THE CENTERLINE OF WESTBOUND FAI 90
 OP0637'(STATION 1268+04) AND 0.5 FOOT SOUTH OF STEEL WITNESS POST.  MARK
 OP0637'PROJECTS 4 INCHES ABOVE GROUND.
 OP0637
 OP0637                          STATION RECOVERY (1978)
 OP0637
 OP0637'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 OP0637'MARK IS STANDARD DISK SET IN PRE-CAST CONCRETE MONUMENT, 91 FEET
 OP0637'NORTH OF CENTERLINE WB I-90 STA. 1268+04, 7 FEET SOUTH OF R/W FENCE,
 OP0637'0.5 FOOT SOUTH OF STEEL WITNESS POST, UP 4 INCHES ABOVE GROUND IN
 OP0637'VICINITY NORTH OF THE E. B. REST AREA. MILE POINT 24.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0638 ***********************************************************************
 OP0638  DESIGNATION -  5380 E
 OP0638  PID         -  OP0638
 OP0638  STATE/COUNTY-  MN/NOBLES
 OP0638  USGS QUAD   -  ADRIAN (1967)
 OP0638
 OP0638                         *CURRENT SURVEY CONTROL
 OP0638  ___________________________________________________________________
 OP0638* NAD 83(1986)-  43 38 17.     (N)    095 57 45.     (W)     SCALED    
 OP0638* NAVD 88     -       463.649  (meters)    1521.16   (feet)  ADJUSTED  
 OP0638  ___________________________________________________________________
 OP0638  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OP0638  DYNAMIC HT  -         463.536 (meters)    1520.78  (feet)  COMP
 OP0638  MODELED GRAV-     980,361.2   (mgal)                       NAVD 88
 OP0638
 OP0638  VERT ORDER  -  SECOND    CLASS 0
 OP0638
 OP0638.The horizontal coordinates were scaled from a topographic map and have
 OP0638.an estimated accuracy of +/- 6 seconds.
 OP0638
 OP0638.The orthometric height was determined by differential leveling
 OP0638.and adjusted by the National Geodetic Survey in June 1991..
 OP0638
 OP0638.The geoid height was determined by GEOID03.
 OP0638
 OP0638.The dynamic height is computed by dividing the NAVD 88
 OP0638.geopotential number by the normal gravity value computed on the
 OP0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0638.degrees latitude (g = 980.6199 gals.).
 OP0638
 OP0638.The modeled gravity was interpolated from observed gravity values.
 OP0638
 OP0638;                    North         East    Units  Estimated Accuracy
 OP0638;SPC MN S     -   172,800.      641,650.      MT  (+/- 180 meters Scaled)
 OP0638
 OP0638                          SUPERSEDED SURVEY CONTROL
 OP0638
 OP0638  NGVD 29 (??/??/92)  463.43   (m)         1520.4    (f) COMPUTED    2 0
 OP0638
 OP0638.Superseded values are not recommended for survey control.
 OP0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0638.See file dsdata.txt to determine how the superseded data were derived.
 OP0638
 OP0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ610359(NAD 83)
 OP0638_MARKER: DB = BENCH MARK DISK
 OP0638_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OP0638_SP_SET: PREFAB CONC. POST IN EARTH
 OP0638_STAMPING: 5380 E 1966
 OP0638_MARK LOGO: MNHD  
 OP0638_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0638+STABILITY: SURFACE MOTION
 OP0638
 OP0638  HISTORY     - Date     Condition        Report By
 OP0638  HISTORY     - 1966     MONUMENTED       MNHD
 OP0638  HISTORY     - 1967     GOOD             MNDT
 OP0638  HISTORY     - 1978     GOOD             MNDT
 OP0638  HISTORY     - 19880727 GOOD             MNDT
 OP0638
 OP0638                          STATION DESCRIPTION
 OP0638
 OP0638'DESCRIBED BY MN DEPT OF TRANSP 1967
 OP0638'1.5 MI W FROM ADRIAN.
 OP0638'MARK IS LOCATED NEAR THE CENTER OF SECTION 14, T102N, R43W ABOUT 1.5
 OP0638'MILES WEST OF ADRIAN ON FAI 90.  MARK IS A STANDARD MINNESOTA HIGHWAY
 OP0638'DEPARTMENT DISK, STAMPED 5380 E 1966 SET IN A PRECAST CONCRETE
 OP0638'MONUMENT.  MARK IS 194 FEET NORTH OF THE CENTERLINE OF WESTBOUND FAI
 OP0638'90 (STATION 1321+45) AND 0.5 FOOT SOUTH OF STEEL WITNESS POST.  MARK
 OP0638'PROJECTS 2 INCHES ABOVE GROUND.
 OP0638
 OP0638                          STATION RECOVERY (1978)
 OP0638
 OP0638'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 OP0638'MARK IS STANDARD DISK SET IN PRE-CAST CONCRETE MONUMENT, 194 FEET
 OP0638'NORTH OF CENTERLINE OF W.B. I-90 - 1321+45, 94 FEET NORTH OF R/W
 OP0638'FENCE AND 1.0 FOOT WEST OF NORTH-SOUTH FENCE LINE. 0.5 FOOT SOUTH OF
 OP0638'STEEL WITNESS POST, MARK IS UP 2 INCHES ABOVE GROUND. APPROXIMATELY
 OP0638'160 FEET NORTHWEST OF FIRST LIGHTPOLE ON W.B. EXIT RAMP TO REST AREA.
 OP0638'MILE POINT 25.1.
 OP0638
 OP0638                          STATION RECOVERY (1988)
 OP0638
 OP0638'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 OP0638'THE MARK IS ABOUT 1.5 MI (2.4 KM) WEST OF THE TOWN OF ADRIAN, IN THE
 OP0638'NW 1/4 OF SECTION 14, T102N, R43W, 1.5 MI (2.4 KM) WEST ALONG
 OP0638'INTERSTATE HIGHWAY 90 FROM ITS JUNCTION WITH TRUNK HIGHWAY 91 AT THE
 OP0638'NORTH EDGE OF ADRIAN.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OP0638'STAMPED---5380 E 1966---, IS SET IN THE TOP OF A 6-FOOT LONG PRECAST
 OP0638'CONCRETE MONUMENT THAT PROJECTS 0.2 FT (6.1 CM) ABOVE THE SURFACE OF
 OP0638'THE GROUND AND IS ABOUT 8 FT (2.4 M) ABOVE THE LEVEL OF THE HIGHWAY.
 OP0638'THE MARK IS 194 FT (59.1 M) NORTH OF THE CENTERLINE OF THE WESTBOUND
 OP0638'LANE OF INTERSTATE HIGHWAY 90 AT MILEPOINT 25.1, 91.4 FT (27.9 M)
 OP0638'NORTH OF A RIGHT-OF-WAY FENCE, 160.7 FT (49.0 M) NORTH-NORTHWEST OF
 OP0638'THE FIRST LIGHTPOLE ON THE WESTBOUND EXIT TO A REST AREA, 1.0 FT
 OP0638'(0.3 M) WEST OF A NORTH-SOUTH FENCELINE, AND 0.5 FT (15.2 CM) SOUTH
 OP0638'OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0639 ***********************************************************************
 OP0639  DESIGNATION -  5380 E 1
 OP0639  PID         -  OP0639
 OP0639  STATE/COUNTY-  MN/NOBLES
 OP0639  USGS QUAD   -  ADRIAN (1967)
 OP0639
 OP0639                         *CURRENT SURVEY CONTROL
 OP0639  ___________________________________________________________________
 OP0639* NAD 83(1986)-  43 38 13.     (N)    095 57 38.     (W)     SCALED    
 OP0639* NAVD 88     -       460.403  (meters)    1510.51   (feet)  ADJUSTED  
 OP0639  ___________________________________________________________________
 OP0639  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OP0639  DYNAMIC HT  -         460.291 (meters)    1510.14  (feet)  COMP
 OP0639  MODELED GRAV-     980,360.9   (mgal)                       NAVD 88
 OP0639
 OP0639  VERT ORDER  -  SECOND    CLASS 0
 OP0639
 OP0639.The horizontal coordinates were scaled from a topographic map and have
 OP0639.an estimated accuracy of +/- 6 seconds.
 OP0639
 OP0639.The orthometric height was determined by differential leveling
 OP0639.and adjusted by the National Geodetic Survey in June 1991..
 OP0639
 OP0639.The geoid height was determined by GEOID03.
 OP0639
 OP0639.The dynamic height is computed by dividing the NAVD 88
 OP0639.geopotential number by the normal gravity value computed on the
 OP0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0639.degrees latitude (g = 980.6199 gals.).
 OP0639
 OP0639.The modeled gravity was interpolated from observed gravity values.
 OP0639
 OP0639;                    North         East    Units  Estimated Accuracy
 OP0639;SPC MN S     -   172,670.      641,810.      MT  (+/- 180 meters Scaled)
 OP0639
 OP0639                          SUPERSEDED SURVEY CONTROL
 OP0639
 OP0639  NGVD 29 (??/??/92)  460.18   (m)         1509.8    (f) COMPUTED    2 0
 OP0639
 OP0639.Superseded values are not recommended for survey control.
 OP0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0639.See file dsdata.txt to determine how the superseded data were derived.
 OP0639
 OP0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ611358(NAD 83)
 OP0639_MARKER: DB = BENCH MARK DISK
 OP0639_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0639_SP_SET: BRIDGE ABUTMENT
 OP0639_STAMPING: 5380 E 1 1966
 OP0639_MARK LOGO: MNHD  
 OP0639_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0639
 OP0639  HISTORY     - Date     Condition        Report By
 OP0639  HISTORY     - 1966     MONUMENTED       MNHD
 OP0639  HISTORY     - 1967     GOOD             MNDT
 OP0639  HISTORY     - 1977     GOOD             MNDT
 OP0639  HISTORY     - 19880727 GOOD             MNDT
 OP0639
 OP0639                          STATION DESCRIPTION
 OP0639
 OP0639'DESCRIBED BY MN DEPT OF TRANSP 1967
 OP0639'1.5 MI W FROM ADRIAN.
 OP0639'MARK IS LOCATED NEAR THE CENTER OF SECTION 14, T102N, R43W ABOUT 1.5
 OP0639'MILES WEST OF ADRIAN ON FAI 90.  MARK IS A STANDARD MINNESOTA HIGHWAY
 OP0639'DEPARTMENT DISK, STAMPED 5380 E1 1966 SET IN THE SOUTHEAST CORNER OF
 OP0639'BRIDGE (NO. 53804) ABUTMENT.  EASTBOUND FAI 90 BRIDGE OVER KANARANZI
 OP0639'CREEK.
 OP0639
 OP0639                          STATION RECOVERY (1977)
 OP0639
 OP0639'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0639'MARK IS STANDARD DISK SET IN SOUTHEAST CORNER OF BRIDGE NO. 53804, EB
 OP0639'OVER KANARANZI CREEK. MILEPOST 25.2.
 OP0639
 OP0639                          STATION RECOVERY (1988)
 OP0639
 OP0639'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 OP0639'THE MARK IS 1.4 MI (2.3 KM) WEST OF THE TOWN OF ADRIAN, IN THE SE 1/4
 OP0639'OF SECTION 14, T102N, R43W, IN THE SOUTHEAST ABUTMENT OF THE
 OP0639'INTERSTATE HIGHWAY 90 EASTBOUND LANE BRIDGE (NUMBER 53804) OVER THE
 OP0639'KANARANZI CREEK, 1.4 MI (2.3 KM) WEST ALONG INTERSTATE HIGHWAY 90
 OP0639'FROM ITS JUNCTION WITH TRUNK HIGHWAY 91 AT THE NORTH EDGE OF ADRIAN.
 OP0639'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---5380 E 1
 OP0639'1966---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST
 OP0639'ABUTMENT OF THE BRIDGE AND IS ABOUT 0.2 FT (6.1 CM) ABOVE THE LEVEL
 OP0639'OF THE HIGHWAY.  THE MARK IS 24.0 FT (7.3 M) SOUTH OF THE CENTERLINE
 OP0639'OF THE EASTBOUND LANE OF INTERSTATE HIGHWAY 90 AND 0.9 FT (27.4 CM)
 OP0639'WEST OF THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0641 ***********************************************************************
 OP0641  DESIGNATION -  5380 F
 OP0641  PID         -  OP0641
 OP0641  STATE/COUNTY-  MN/NOBLES
 OP0641  USGS QUAD   -  ADRIAN (1967)
 OP0641
 OP0641                         *CURRENT SURVEY CONTROL
 OP0641  ___________________________________________________________________
 OP0641* NAD 83(1986)-  43 38 27.     (N)    095 56 45.     (W)     SCALED    
 OP0641* NAVD 88     -       470.933  (meters)    1545.05   (feet)  ADJUSTED  
 OP0641  ___________________________________________________________________
 OP0641  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OP0641  DYNAMIC HT  -         470.819 (meters)    1544.68  (feet)  COMP
 OP0641  MODELED GRAV-     980,361.4   (mgal)                       NAVD 88
 OP0641
 OP0641  VERT ORDER  -  SECOND    CLASS 0
 OP0641
 OP0641.The horizontal coordinates were scaled from a topographic map and have
 OP0641.an estimated accuracy of +/- 6 seconds.
 OP0641
 OP0641.The orthometric height was determined by differential leveling
 OP0641.and adjusted by the National Geodetic Survey in June 1991..
 OP0641
 OP0641.The geoid height was determined by GEOID03.
 OP0641
 OP0641.The dynamic height is computed by dividing the NAVD 88
 OP0641.geopotential number by the normal gravity value computed on the
 OP0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0641.degrees latitude (g = 980.6199 gals.).
 OP0641
 OP0641.The modeled gravity was interpolated from observed gravity values.
 OP0641
 OP0641;                    North         East    Units  Estimated Accuracy
 OP0641;SPC MN S     -   173,070.      643,000.      MT  (+/- 180 meters Scaled)
 OP0641
 OP0641                          SUPERSEDED SURVEY CONTROL
 OP0641
 OP0641  NGVD 29 (??/??/92)  470.71   (m)         1544.3    (f) COMPUTED    2 0
 OP0641
 OP0641.Superseded values are not recommended for survey control.
 OP0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0641.See file dsdata.txt to determine how the superseded data were derived.
 OP0641
 OP0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ623362(NAD 83)
 OP0641_MARKER: DD = SURVEY DISK
 OP0641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0641_SP_SET: BRIDGE
 OP0641_STAMPING: 5380 F 1966
 OP0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0641
 OP0641  HISTORY     - Date     Condition        Report By
 OP0641  HISTORY     - 1966     MONUMENTED       MNDT
 OP0641  HISTORY     - 1967     GOOD             MNDT
 OP0641  HISTORY     - 1977     GOOD             NSL
 OP0641
 OP0641                          STATION DESCRIPTION
 OP0641
 OP0641'DESCRIBED BY MN DEPT OF TRANSP 1967
 OP0641'0.5 MI W FROM ADRIAN.
 OP0641'MARK IS LOCATED NEAR THE CENTER OF SECTION 13, T102N, R43W ABOUT 0.5
 OP0641'MILE WEST OF ADRIAN, AT FAI 90 OVER T.H. 16.  MARK IS A STANDARD
 OP0641'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 5380 F 1966 SET IN THE
 OP0641'CENTER OF BRIDGE (NO. 53806).  ABOUT IN CENTER OF BRIDGE CURB, OF
 OP0641'EASTBOUND FAI 90 OVER T.H. 16.
 OP0641
 OP0641                          STATION RECOVERY (1977)
 OP0641
 OP0641'RECOVERY NOTE BY NAVY STANDARDS LAB 1977
 OP0641'MARK IS STANDARD DISK SET IN CENTER OF BRIDGE IN THE SOUTH CURB,
 OP0641'BRIDGE NO. 53806 EB OVER OLD T.H. 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0642 ***********************************************************************
 OP0642  DESIGNATION -  5380 G
 OP0642  PID         -  OP0642
 OP0642  STATE/COUNTY-  MN/NOBLES
 OP0642  USGS QUAD   -  ADRIAN (1967)
 OP0642
 OP0642                         *CURRENT SURVEY CONTROL
 OP0642  ___________________________________________________________________
 OP0642* NAD 83(1996)-  43 38 37.42053(N)    095 55 58.89647(W)     ADJUSTED  
 OP0642* NAVD 88     -       471.658  (meters)    1547.43   (feet)  ADJUSTED  
 OP0642  ___________________________________________________________________
 OP0642  X           -    -477,882.008 (meters)                     COMP
 OP0642  Y           -  -4,598,443.192 (meters)                     COMP
 OP0642  Z           -   4,379,838.573 (meters)                     COMP
 OP0642  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 OP0642  ELLIP HEIGHT-         445.25  (meters)          (11/13/02) GPS OBS
 OP0642  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OP0642  DYNAMIC HT  -         471.543 (meters)    1547.05  (feet)  COMP
 OP0642  MODELED GRAV-     980,361.8   (mgal)                       NAVD 88
 OP0642
 OP0642  HORZ ORDER  -  FIRST
 OP0642  VERT ORDER  -  FIRST     CLASS II
 OP0642  ELLP ORDER  -  THIRD     CLASS I
 OP0642
 OP0642.The horizontal coordinates were established by GPS observations
 OP0642.and adjusted by the MN DEPT OF TRANSP in November 2002..
 OP0642
 OP0642.The orthometric height was determined by differential leveling
 OP0642.and adjusted by the National Geodetic Survey in June 1991..
 OP0642.WARNING-Repeat measurements at this control monument indicate possible
 OP0642.vertical movement.
 OP0642
 OP0642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0642
 OP0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0642
 OP0642.The ellipsoidal height was determined by GPS observations
 OP0642.and is referenced to NAD 83.
 OP0642
 OP0642.The geoid height was determined by GEOID03.
 OP0642
 OP0642.The dynamic height is computed by dividing the NAVD 88
 OP0642.geopotential number by the normal gravity value computed on the
 OP0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0642.degrees latitude (g = 980.6199 gals.).
 OP0642
 OP0642.The modeled gravity was interpolated from observed gravity values.
 OP0642
 OP0642;                    North         East     Units Scale Factor Converg.
 OP0642;SPC MN S     -   173,371.419   644,043.916   MT  1.00003317   -1 21 17.7
 OP0642;UTM  15      - 4,836,484.514   263,439.596   MT  1.00028838   -2 01 30.8
 OP0642;UTM  14      - 4,836,875.293   747,364.208   MT  1.00035270   +2 07 04.1
 OP0642
 OP0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0642!SPC MN S     -   0.99993018  x   1.00003317  =   0.99996335
 OP0642!UTM  15      -   0.99993018  x   1.00028838  =   1.00021854
 OP0642!UTM  14      -   0.99993018  x   1.00035270  =   1.00028286
 OP0642
 OP0642|---------------------------------------------------------------------|
 OP0642| PID    Reference Object                     Distance      Geod. Az  |
 OP0642|                                                           dddmmss.s |
 OP0642| OP0871 KAN                                 290.460 METERS 32847     |
 OP0642|---------------------------------------------------------------------|
 OP0642
 OP0642                          SUPERSEDED SURVEY CONTROL
 OP0642
 OP0642  NAVD 88 (11/13/02)  471.66   (m)         1547.4    (f) LEVELING    3  
 OP0642  NGVD 29 (??/??/92)  471.45   (m)         1546.7    (f) COMPUTED    1 2
 OP0642
 OP0642.Superseded values are not recommended for survey control.
 OP0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0642.See file dsdata.txt to determine how the superseded data were derived.
 OP0642
 OP0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6344036485(NAD 83)
 OP0642_MARKER: DB = BENCH MARK DISK
 OP0642_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0642_SP_SET: BRIDGE ABUTMENT
 OP0642_STAMPING: 5380 G 1966
 OP0642_MARK LOGO: MNDT  
 OP0642_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0642+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2000
 OP0642
 OP0642  HISTORY     - Date     Condition        Report By
 OP0642  HISTORY     - 1966     MONUMENTED       MNDT
 OP0642  HISTORY     - 1967     GOOD             MNDT
 OP0642  HISTORY     - 1977     GOOD             MNDT
 OP0642  HISTORY     - 19900820 GOOD             NGS
 OP0642  HISTORY     - 20000104 GOOD             MNDT
 OP0642  HISTORY     - 20000405 GOOD             MNDT
 OP0642
 OP0642                          STATION DESCRIPTION
 OP0642
 OP0642'DESCRIBED BY MN DEPT OF TRANSP 1967
 OP0642'0.5 MI N FROM ADRIAN.
 OP0642'MARK IS LOCATED NEAR THE 1/4 SECTION OF SECTIONS 13 AND 18, T102N,
 OP0642'R43W AND R42W.  ABOUT 0.5 MILE NORTH OF ADRAIN AT T.H. 91 AND FAI 90
 OP0642'INTERCHANGE.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK,
 OP0642'STAMPED 5380 G 1966 SET IN THE SOUTHEAST CORNER OF BRIDGE (NO. 53802)
 OP0642'ABUTMENT.  T.H. 91 BRIDGE OVER FAI 90.
 OP0642
 OP0642                          STATION RECOVERY (1977)
 OP0642
 OP0642'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0642'MARK IS STANDARD DISK SET IN SOUTHEAST CORNER OF BR. NO. 53802, TH 91
 OP0642'OVER I-90 T.H. 91 MILE POINT 13.8, I-80 MILE POINT 26.6.
 OP0642
 OP0642                          STATION RECOVERY (1990)
 OP0642
 OP0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0642'IN ADRIAN, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND STATE
 OP0642'HIGHWAY 91, IN TOP OF AND 2.2 M (7.2 FT) NORTHWEST OF THE SOUTHEAST
 OP0642'END OF THE SOUTH ABUTMENT OF THE STATE HIGHWAY OVERPASS OF THE
 OP0642'INTERSTATE HIGHWAY, 19.2 M (63.0 FT) SOUTH OF THE CENTERLINE OF THE
 OP0642'EASTBOUND LANES OF THE HIGHWAY, 5.7 M (18.7 FT) EAST OF THE
 OP0642'CENTERLINE OF THE STATE HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL
 OP0642'OF THE HIGHWAY.
 OP0642
 OP0642                          STATION RECOVERY (2000)
 OP0642
 OP0642'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OP0642'THE MARK WAS RECOVERED AS DESCRIBED.
 OP0642
 OP0642                          STATION RECOVERY (2000)
 OP0642
 OP0642'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 OP0642'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0646 ***********************************************************************
 OP0646  DESIGNATION -  5380 H
 OP0646  PID         -  OP0646
 OP0646  STATE/COUNTY-  MN/NOBLES
 OP0646  USGS QUAD   -  ADRIAN (1967)
 OP0646
 OP0646                         *CURRENT SURVEY CONTROL
 OP0646  ___________________________________________________________________
 OP0646* NAD 83(1996)-  43 38 17.60240(N)    095 54 14.60877(W)     ADJUSTED  
 OP0646* NAVD 88     -       493.471  (meters)    1619.00   (feet)  ADJUSTED  
 OP0646  ___________________________________________________________________
 OP0646  X           -    -475,602.013 (meters)                     COMP
 OP0646  Y           -  -4,599,119.798 (meters)                     COMP
 OP0646  Z           -   4,379,410.936 (meters)                     COMP
 OP0646  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 OP0646  ELLIP HEIGHT-         467.02  (meters)          (02/05/03) GPS OBS
 OP0646  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 OP0646  DYNAMIC HT  -         493.350 (meters)    1618.60  (feet)  COMP
 OP0646  MODELED GRAV-     980,359.4   (mgal)                       NAVD 88
 OP0646
 OP0646  HORZ ORDER  -  FIRST
 OP0646  VERT ORDER  -  FIRST     CLASS II
 OP0646  ELLP ORDER  -  THIRD     CLASS II
 OP0646
 OP0646.The horizontal coordinates were established by GPS observations
 OP0646.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0646
 OP0646.The orthometric height was determined by differential leveling
 OP0646.and adjusted by the National Geodetic Survey in June 1991..
 OP0646
 OP0646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0646
 OP0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0646
 OP0646.The ellipsoidal height was determined by GPS observations
 OP0646.and is referenced to NAD 83.
 OP0646
 OP0646.The geoid height was determined by GEOID03.
 OP0646
 OP0646.The dynamic height is computed by dividing the NAVD 88
 OP0646.geopotential number by the normal gravity value computed on the
 OP0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0646.degrees latitude (g = 980.6199 gals.).
 OP0646
 OP0646.The modeled gravity was interpolated from observed gravity values.
 OP0646
 OP0646;                    North         East     Units Scale Factor Converg.
 OP0646;SPC MN S     -   172,705.070   646,366.439   MT  1.00003460   -1 20 04.6
 OP0646;UTM  15      - 4,835,790.866   265,754.738   MT  1.00027497   -2 00 18.0
 OP0646
 OP0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0646!SPC MN S     -   0.99992677  x   1.00003460  =   0.99996137
 OP0646!UTM  15      -   0.99992677  x   1.00027497  =   1.00020172
 OP0646
 OP0646                          SUPERSEDED SURVEY CONTROL
 OP0646
 OP0646  NAVD 88 (02/05/03)  493.47   (m)         1619.0    (f) LEVELING    3  
 OP0646  NGVD 29 (??/??/92)  493.244  (m)         1618.25   (f) ADJ UNCH    1 2
 OP0646
 OP0646.Superseded values are not recommended for survey control.
 OP0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0646.See file dsdata.txt to determine how the superseded data were derived.
 OP0646
 OP0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6575535791(NAD 83)
 OP0646_MARKER: DB = BENCH MARK DISK
 OP0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0646_SP_SET: CONCRETE POST
 OP0646_STAMPING: 5380 H 1966
 OP0646_MARK LOGO: MNDT  
 OP0646_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0646+STABILITY: SURFACE MOTION
 OP0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0646+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1997
 OP0646
 OP0646  HISTORY     - Date     Condition        Report By
 OP0646  HISTORY     - 1966     MONUMENTED       MNDT
 OP0646  HISTORY     - 1977     GOOD             MNDT
 OP0646  HISTORY     - 19900820 GOOD             NGS
 OP0646  HISTORY     - 19971014 GOOD             MNDT
 OP0646
 OP0646                          STATION DESCRIPTION
 OP0646
 OP0646'DESCRIBED BY MN DEPT OF TRANSP 1966
 OP0646'1.5 MI E FROM ADRIAN.
 OP0646'MARK IS LOCATED NEAR THE CENTER OF SECTION 17, T102N, R42W ABOUT 1.5
 OP0646'MILES EAST OF ADRIAN ON FAI 90.  MARK IS A STANDARD MINNESOTA HIGHWAY
 OP0646'DEPARTMENT DISK, STAMPED 5380 H 1966 SET IN A PRECAST CONCRETE
 OP0646'MONUMENT.  MARK IS 91 FEET NORTH OF THE CENTERLINE OF WESTBOUND FAI 90
 OP0646'(STATION 1485+72) AND 0.5 FOOT SOUTH OF A STEEL WITNESS POST. MARK
 OP0646'PROJECTS 12 INCHES ABOVE GROUND.
 OP0646
 OP0646                          STATION RECOVERY (1977)
 OP0646
 OP0646'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0646'MARK IS STANDARD DISK SET IN PRE-CAST CONCRETE MONUMENT, 91 FEET LT.
 OP0646'WB I-90 STA. 1485 72, 9 FEET SOUTH OF FENCE AND 5 FEET EAST OF
 OP0646'NORTH-SOUTH FENCE LINE, 0.5 FOOT SOUTH OF STEEL WITNESS POST. MARK IS
 OP0646'UP 12 INCHES ABOVE GROUND. MILE POST 28.2. 29" SPAN RCP-A CULVERT AT
 OP0646'STA. 1479 00.
 OP0646
 OP0646                          STATION RECOVERY (1990)
 OP0646
 OP0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0646'2.5 KM (1.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0646'JUNCTION OF STATE HIGHWAY 91 IN ADRIAN, 27.6 M (90.6 FT) NORTH OF THE
 OP0646'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 3.2 M (10.5 FT)
 OP0646'SOUTHEAST OF A T-FENCE CORNER, 2.7 M (8.9 FT) SOUTH OF A FENCE, 1.0 M
 OP0646'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A
 OP0646'WITNESS POST, AND THE MONUMENT PROJECTS 0.25 M (0.82 FT) ABOVE THE
 OP0646'GROUND SURFACE.
 OP0646
 OP0646                          STATION RECOVERY (1997)
 OP0646
 OP0646'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 OP0646'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OP0646'MAGNETIC, PROJECTS 12 INCHES AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0649 ***********************************************************************
 OP0649  DESIGNATION -  5380 J
 OP0649  PID         -  OP0649
 OP0649  STATE/COUNTY-  MN/NOBLES
 OP0649  USGS QUAD   -  ADRIAN (1967)
 OP0649
 OP0649                         *CURRENT SURVEY CONTROL
 OP0649  ___________________________________________________________________
 OP0649* NAD 83(1996)-  43 38 17.54459(N)    095 53 02.80958(W)     ADJUSTED  
 OP0649* NAVD 88     -       483.028  (meters)    1584.73   (feet)  ADJUSTED  
 OP0649  ___________________________________________________________________
 OP0649  X           -    -474,000.417 (meters)                     COMP
 OP0649  Y           -  -4,599,278.775 (meters)                     COMP
 OP0649  Z           -   4,379,402.433 (meters)                     COMP
 OP0649  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 OP0649  ELLIP HEIGHT-         456.57  (meters)          (02/05/03) GPS OBS
 OP0649  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OP0649  DYNAMIC HT  -         482.909 (meters)    1584.34  (feet)  COMP
 OP0649  MODELED GRAV-     980,358.6   (mgal)                       NAVD 88
 OP0649
 OP0649  HORZ ORDER  -  FIRST
 OP0649  VERT ORDER  -  FIRST     CLASS II
 OP0649  ELLP ORDER  -  THIRD     CLASS II
 OP0649
 OP0649.The horizontal coordinates were established by GPS observations
 OP0649.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0649
 OP0649.The orthometric height was determined by differential leveling
 OP0649.and adjusted by the National Geodetic Survey in June 1991..
 OP0649.WARNING-Repeat measurements at this control monument indicate possible
 OP0649.vertical movement.
 OP0649
 OP0649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0649
 OP0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0649
 OP0649.The ellipsoidal height was determined by GPS observations
 OP0649.and is referenced to NAD 83.
 OP0649
 OP0649.The geoid height was determined by GEOID03.
 OP0649
 OP0649.The dynamic height is computed by dividing the NAVD 88
 OP0649.geopotential number by the normal gravity value computed on the
 OP0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0649.degrees latitude (g = 980.6199 gals.).
 OP0649
 OP0649.The modeled gravity was interpolated from observed gravity values.
 OP0649
 OP0649;                    North         East     Units Scale Factor Converg.
 OP0649;SPC MN S     -   172,665.998   647,975.359   MT  1.00003460   -1 19 14.3
 OP0649;UTM  15      - 4,835,732.955   267,363.470   MT  1.00026573   -1 59 28.4
 OP0649
 OP0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0649!SPC MN S     -   0.99992841  x   1.00003460  =   0.99996301
 OP0649!UTM  15      -   0.99992841  x   1.00026573  =   1.00019412
 OP0649
 OP0649                          SUPERSEDED SURVEY CONTROL
 OP0649
 OP0649  NAVD 88 (02/05/03)  483.03   (m)         1584.7    (f) LEVELING    3  
 OP0649  NGVD 29 (??/??/92)  482.799  (m)         1583.98   (f) ADJ UNCH    1 2
 OP0649
 OP0649.Superseded values are not recommended for survey control.
 OP0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0649.See file dsdata.txt to determine how the superseded data were derived.
 OP0649
 OP0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6736335733(NAD 83)
 OP0649_MARKER: DB = BENCH MARK DISK
 OP0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0649_SP_SET: CONCRETE POST
 OP0649_STAMPING: 5380 J 1966
 OP0649_MARK LOGO: MNDT  
 OP0649_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0649+STABILITY: SURFACE MOTION
 OP0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0649+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1999
 OP0649
 OP0649  HISTORY     - Date     Condition        Report By
 OP0649  HISTORY     - 1966     MONUMENTED       MNDT
 OP0649  HISTORY     - 1977     GOOD             MNDT
 OP0649  HISTORY     - 19900820 GOOD             NGS
 OP0649  HISTORY     - 19991014 GOOD             MNDT
 OP0649
 OP0649                          STATION DESCRIPTION
 OP0649
 OP0649'DESCRIBED BY MN DEPT OF TRANSP 1966
 OP0649'2.5 MI E FROM ADRIAN.
 OP0649'MARK IS LOCATED NEAR THE CENTER OF SECTION 16, T102N, R42 W ABOUT 2.5
 OP0649'MILES EAST OF ADRIAN ON FAI 90.  MARK IS STANDARD MINNESOTA HIGHWAY
 OP0649'DEPARTMENT DISK, STAMPED 5380 J 1966, SET IN A PRE-CAST CONCRETE
 OP0649'MONUMENT.  MARK IS 111 FEET NORTH OF THE CENTERLINE OF WESTBOUND FAI
 OP0649'90 (STATION 1538+56) AND 0.5 FOOT SOUTH OF STEEL WITNESS POST.  MARK
 OP0649'IS FLUSH WITH GROUND.
 OP0649
 OP0649                          STATION RECOVERY (1977)
 OP0649
 OP0649'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0649'MARK IS STANDARD DISK SET IN PRE-CAST CONCRETE MONUMENT. 111 FEET LT.
 OP0649'WB I-90 STA. 1538 56 ON NORTH-SOUTH FENCE LINE, 12 FEET NORTH OF R/W
 OP0649'FENCE, 0.5 FOOT SOUTH OF STEEL WITNESS POST. MILE POST 29.15. 18' SCP
 OP0649'CULVERT WB 1534 25.
 OP0649
 OP0649                          STATION RECOVERY (1990)
 OP0649
 OP0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0649'4.1 KM (2.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0649'JUNCTION OF STATE HIGHWAY 91 IN ADRIAN, 33.7 M (110.6 FT) NORTH OF
 OP0649'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 3.5 M (11.5 FT)
 OP0649'NORTH OF A FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2
 OP0649'M (0.7 FT) SOUTHWEST OF A WITNESS POST, IN LINE WITH A NORTH-SOUTH
 OP0649'FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OP0649
 OP0649                          STATION RECOVERY (1999)
 OP0649
 OP0649'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 OP0649'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP0649'THE MARK IS 2.50 MI (4.02 KM) EAST OF ADRIAN, 2.55 MI (4.10 KM) EAST
 OP0649'ALONG FAI 90 FROM THE JCT OF FAI 90 AND TH 91 AT ADRIAN, 110.6 FT
 OP0649'(33.7 M) NORTH OF WB FAI 90, AT FAI 90 MP 29.15, 11.5 FT (3.5 M) NORTH
 OP0649'OF FENCE, IN LINE WITH N-S FENCE, 0.7 FT (21.3 CM) SW OF A WIT POST,
 OP0649'FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0650 ***********************************************************************
 OP0650  DESIGNATION -  5380 J 1
 OP0650  PID         -  OP0650
 OP0650  STATE/COUNTY-  MN/NOBLES
 OP0650  USGS QUAD   -  ADRIAN NE (1967)
 OP0650
 OP0650                         *CURRENT SURVEY CONTROL
 OP0650  ___________________________________________________________________
 OP0650* NAD 83(1986)-  43 38 13.     (N)    095 52 24.     (W)     SCALED    
 OP0650* NAVD 88     -       488.076  (meters)    1601.30   (feet)  ADJUSTED  
 OP0650  ___________________________________________________________________
 OP0650  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 OP0650  DYNAMIC HT  -         487.956 (meters)    1600.90  (feet)  COMP
 OP0650  MODELED GRAV-     980,357.9   (mgal)                       NAVD 88
 OP0650
 OP0650  VERT ORDER  -  FIRST     CLASS II
 OP0650
 OP0650.The horizontal coordinates were scaled from a topographic map and have
 OP0650.an estimated accuracy of +/- 6 seconds.
 OP0650
 OP0650.The orthometric height was determined by differential leveling
 OP0650.and adjusted by the National Geodetic Survey in June 1991..
 OP0650
 OP0650.The geoid height was determined by GEOID03.
 OP0650
 OP0650.The dynamic height is computed by dividing the NAVD 88
 OP0650.geopotential number by the normal gravity value computed on the
 OP0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0650.degrees latitude (g = 980.6199 gals.).
 OP0650
 OP0650.The modeled gravity was interpolated from observed gravity values.
 OP0650
 OP0650;                    North         East    Units  Estimated Accuracy
 OP0650;SPC MN S     -   172,510.      648,840.      MT  (+/- 180 meters Scaled)
 OP0650
 OP0650                          SUPERSEDED SURVEY CONTROL
 OP0650
 OP0650  NGVD 29 (??/??/92)  487.856  (m)         1600.57   (f) ADJ UNCH    1 2
 OP0650
 OP0650.Superseded values are not recommended for survey control.
 OP0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0650.See file dsdata.txt to determine how the superseded data were derived.
 OP0650
 OP0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ682355(NAD 83)
 OP0650_MARKER: DD = SURVEY DISK
 OP0650_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0650_SP_SET: ABUTMENT
 OP0650_STAMPING: 5380 J 1 1966
 OP0650_MARK LOGO: MNDT  
 OP0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0650+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1990
 OP0650
 OP0650  HISTORY     - Date     Condition        Report By
 OP0650  HISTORY     - 1966     MONUMENTED       MNDT
 OP0650  HISTORY     - 1977     GOOD             MNDT
 OP0650  HISTORY     - 19900820 GOOD             NGS
 OP0650
 OP0650                          STATION DESCRIPTION
 OP0650
 OP0650'DESCRIBED BY MN DEPT OF TRANSP 1966
 OP0650'3.0 MI E FROM ADRIAN.
 OP0650'MARK IS LOCATED IN THE SW 1/4, SECTION 15, T102N, R42W ABOUT 3.0 MILES
 OP0650'EAST OF ADRIAN ON FAI 90.  MARK IS A STANDARD MINNESOTA HIGHWAY
 OP0650'DEPARTMENT DISK, STAMPED 5380 J1 1966 SET IN THE SOUTHEAST CORNER OF
 OP0650'BRIDGE (NO. 53809) ABUTMENT.  COUNTY ROAD NO. 15 OVER FAI 90.
 OP0650
 OP0650                          STATION RECOVERY (1977)
 OP0650
 OP0650'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0650'MARK IS STANDARD DISK SET IN SOUTHEAST CORNER OF BRIDGE NO. 53809,
 OP0650'COUNTY ROAD 15 OVER I-90. MILEPOST 29.7.
 OP0650
 OP0650                          STATION RECOVERY (1990)
 OP0650
 OP0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0650'4.9 KM (3.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0650'JUNCTION OF STATE HIGHWAY 91 IN ADRIAN, IN TOP OF AND 2.2 M (7.2 FT)
 OP0650'NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OP0650'COUNTY ROAD 15 OVERPASS OF THE HIGHWAY, 19.6 M (64.3 FT) SOUTH OF THE
 OP0650'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 5.3 M (17.4 FT)
 OP0650'EAST OF THE ROAD CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF
 OP0650'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0651 ***********************************************************************
 OP0651  DESIGNATION -  5380 K
 OP0651  PID         -  OP0651
 OP0651  STATE/COUNTY-  MN/NOBLES
 OP0651  USGS QUAD   -  ADRIAN NE (1967)
 OP0651
 OP0651                         *CURRENT SURVEY CONTROL
 OP0651  ___________________________________________________________________
 OP0651* NAD 83(1996)-  43 38 16.46286(N)    095 51 50.85864(W)     ADJUSTED  
 OP0651* NAVD 88     -       488.397  (meters)    1602.35   (feet)  ADJUSTED  
 OP0651  ___________________________________________________________________
 OP0651  X           -    -472,398.781 (meters)                     COMP
 OP0651  Y           -  -4,599,470.618 (meters)                     COMP
 OP0651  Z           -   4,379,381.969 (meters)                     COMP
 OP0651  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 OP0651  ELLIP HEIGHT-         461.93  (meters)          (02/05/03) GPS OBS
 OP0651  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 OP0651  DYNAMIC HT  -         488.277 (meters)    1601.96  (feet)  COMP
 OP0651  MODELED GRAV-     980,357.7   (mgal)                       NAVD 88
 OP0651
 OP0651  HORZ ORDER  -  FIRST
 OP0651  VERT ORDER  -  SECOND    CLASS 0
 OP0651  ELLP ORDER  -  THIRD     CLASS II
 OP0651
 OP0651.The horizontal coordinates were established by GPS observations
 OP0651.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0651
 OP0651.The orthometric height was determined by differential leveling
 OP0651.and adjusted by the National Geodetic Survey in June 1991..
 OP0651
 OP0651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0651
 OP0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0651
 OP0651.The ellipsoidal height was determined by GPS observations
 OP0651.and is referenced to NAD 83.
 OP0651
 OP0651.The geoid height was determined by GEOID03.
 OP0651
 OP0651.The dynamic height is computed by dividing the NAVD 88
 OP0651.geopotential number by the normal gravity value computed on the
 OP0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0651.degrees latitude (g = 980.6199 gals.).
 OP0651
 OP0651.The modeled gravity was interpolated from observed gravity values.
 OP0651
 OP0651;                    North         East     Units Scale Factor Converg.
 OP0651;SPC MN S     -   172,595.647   649,586.970   MT  1.00003468   -1 18 23.8
 OP0651;UTM  15      - 4,835,643.724   268,974.511   MT  1.00025654   -1 58 38.6
 OP0651
 OP0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0651!SPC MN S     -   0.99992757  x   1.00003468  =   0.99996225
 OP0651!UTM  15      -   0.99992757  x   1.00025654  =   1.00018409
 OP0651
 OP0651                          SUPERSEDED SURVEY CONTROL
 OP0651
 OP0651  NAVD 88 (02/05/03)  488.40   (m)         1602.4    (f) LEVELING    3  
 OP0651  NGVD 29 (??/??/92)  488.175  (m)         1601.62   (f) ADJ UNCH    2 0
 OP0651
 OP0651.Superseded values are not recommended for survey control.
 OP0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0651.See file dsdata.txt to determine how the superseded data were derived.
 OP0651
 OP0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6897535644(NAD 83)
 OP0651_MARKER: DB = BENCH MARK DISK
 OP0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0651_STAMPING: 5380 K 1966
 OP0651_MARK LOGO: MNDT  
 OP0651_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0651+STABILITY: SURFACE MOTION
 OP0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0651+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1999
 OP0651
 OP0651  HISTORY     - Date     Condition        Report By
 OP0651  HISTORY     - 1966     MONUMENTED       MNDT
 OP0651  HISTORY     - 1977     GOOD             MNDT
 OP0651  HISTORY     - 19991014 GOOD             MNDT
 OP0651
 OP0651                          STATION DESCRIPTION
 OP0651
 OP0651'DESCRIBED BY MN DEPT OF TRANSP 1966
 OP0651'3.5 MI E FROM ADRIAN.
 OP0651'MARK IS LOCATED NEAR THE CENTER OF SECTION 15, T102N, R42W, ABOUT 3.5
 OP0651'MILES EAST OF ADRIAN ON FAI 90.  MARK IS A STANDARD MINNESOTA HIGHWAY
 OP0651'DEPARTMENT DISK, STAMPED 5380 K 1966 SET IN A PRECAST CONCRETE
 OP0651'MONUMENT.  MARK IS 108 FEET NORTH OF THE CENTERLINE OF WESTBOUND FAI
 OP0651'90 (STATION 1591+50) AND 0.5 FOOT SOUTH OF A STEEL WITNESS POST. MARK
 OP0651'IS FLUSH WITH THE GROUND.
 OP0651
 OP0651                          STATION RECOVERY (1977)
 OP0651
 OP0651'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0651'MARK IS A STANDARD MHD DISC SET IN A PRE-CAST CONCRETE MONUMENT, 108
 OP0651'FEET LEFT OF I-90 WB STATION 1591 50. IT IS 9 FEET NORTH OF A
 OP0651'REFERNCE POINT MONUMENT, 8 FEET NORTH OF THE NORTH R/W FENCE, 2 FEET
 OP0651'WEST OF A NORTH/SOUTH FENCE LINE, 0.5 FOOT SOUTH OF A STEEL WITNESS
 OP0651'POST AND 0.2 FOOT BELOW GROUND SURFACE. THERE IS AN EMERGENCY CROSS-
 OP0651'OVER AT STATION 1594 75.
 OP0651
 OP0651                          STATION RECOVERY (1999)
 OP0651
 OP0651'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 OP0651'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP0651'THE MARK IS AT 3.5 MI (5.6 KM) EAST OF ADRIAN, 3.50 MI (5.63 KM) WEST
 OP0651'ALONG FAI 90 FROM THE JCT OF FAI 90 AND CO RD 13 AT RUSHMORE, AT FAI
 OP0651'90 MP 30.2, 108 FT (32.9 M) LT OF FAI 90, AT FAI 90 STATION 1591+50,
 OP0651'9.0 FT (2.7 M) NORTH OF REFERENCE POINT MON, 8 FT (2.4 M) NORTH OF
 OP0651'NORTH R/W FENCE, 2.0 FT (0.6 M) WEST OF N-S FENCE LINE, 0.5 FT (15.2
 OP0651'CM) SOUTH OF A WIT POST, RECESSED 3 INCHES, MAGNETIC AND SUITABLE FOR
 OP0651'GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0652 ***********************************************************************
 OP0652  DESIGNATION -  5380 L
 OP0652  PID         -  OP0652
 OP0652  STATE/COUNTY-  MN/NOBLES
 OP0652  USGS QUAD   -  ADRIAN NE (1967)
 OP0652
 OP0652                         *CURRENT SURVEY CONTROL
 OP0652  ___________________________________________________________________
 OP0652* NAD 83(1986)-  43 38 15.     (N)    095 50 38.     (W)     SCALED    
 OP0652* NAVD 88     -       500.539  (meters)    1642.18   (feet)  ADJUSTED  
 OP0652  ___________________________________________________________________
 OP0652  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OP0652  DYNAMIC HT  -         500.415 (meters)    1641.78  (feet)  COMP
 OP0652  MODELED GRAV-     980,356.8   (mgal)                       NAVD 88
 OP0652
 OP0652  VERT ORDER  -  SECOND    CLASS 0
 OP0652
 OP0652.The horizontal coordinates were scaled from a topographic map and have
 OP0652.an estimated accuracy of +/- 6 seconds.
 OP0652
 OP0652.The orthometric height was determined by differential leveling
 OP0652.and adjusted by the National Geodetic Survey in June 1991..
 OP0652
 OP0652.The geoid height was determined by GEOID03.
 OP0652
 OP0652.The dynamic height is computed by dividing the NAVD 88
 OP0652.geopotential number by the normal gravity value computed on the
 OP0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0652.degrees latitude (g = 980.6199 gals.).
 OP0652
 OP0652.The modeled gravity was interpolated from observed gravity values.
 OP0652
 OP0652;                    North         East    Units  Estimated Accuracy
 OP0652;SPC MN S     -   172,510.      651,220.      MT  (+/- 180 meters Scaled)
 OP0652
 OP0652                          SUPERSEDED SURVEY CONTROL
 OP0652
 OP0652  NGVD 29 (??/??/92)  500.311  (m)         1641.44   (f) ADJ UNCH    2 0
 OP0652
 OP0652.Superseded values are not recommended for survey control.
 OP0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0652.See file dsdata.txt to determine how the superseded data were derived.
 OP0652
 OP0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ706355(NAD 83)
 OP0652_MARKER: DD = SURVEY DISK
 OP0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0652_STAMPING: 5380 L 1966
 OP0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0652+STABILITY: SURFACE MOTION
 OP0652
 OP0652  HISTORY     - Date     Condition        Report By
 OP0652  HISTORY     - 1966     MONUMENTED       MNDT
 OP0652  HISTORY     - 1977     GOOD             MNDT
 OP0652
 OP0652                          STATION DESCRIPTION
 OP0652
 OP0652'DESCRIBED BY MN DEPT OF TRANSP 1966
 OP0652'2.5 MI NW FROM RUSHMORE.
 OP0652'MARK IS LOCATED NEAR THE CENTER OF SECTION 14, T102N, R42W ABOUT 2.5
 OP0652'MILES NORTHWEST OF RUSHMORE ON FAI 90.  MARK IS A STANDARD MINNESOTA
 OP0652'HIGHWAY DEPARTMENT DISK, STAMPED 5380 L 1966 SET IN A PRECAST CONCRETE
 OP0652'MONUMENT.  MARK IS 103 FEET NORTH OF THE CENTERLINE OF WESTBOUND FAI
 OP0652'90 (STATION 1644+40) AND 0.5 FOOT SOUTH OF STEEL WITNESS POST. MARK IS
 OP0652'FLUSH WITH GROUND.
 OP0652
 OP0652                          STATION RECOVERY (1977)
 OP0652
 OP0652'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0652'MARK IS STANDARD DISK SET IN PRE-CAST CONCRETE MONUMENT, 103 FEET LT.
 OP0652'WB I-90 STA. 1644 40, 10 FEET WEST OF NORTH-SOUTH FENCE LINE, 0.5
 OP0652'FOOT SOUTH OF A STEEL WITNESS POST. MARK IS DOWN 0.3 FOOT. MILE POST
 OP0652'311.2. 42' SCP CULVERT AT WB STA. 1646 00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0653 ***********************************************************************
 OP0653  DESIGNATION -  5380 L 1
 OP0653  PID         -  OP0653
 OP0653  STATE/COUNTY-  MN/NOBLES
 OP0653  USGS QUAD   -  ADRIAN NE (1967)
 OP0653
 OP0653                         *CURRENT SURVEY CONTROL
 OP0653  ___________________________________________________________________
 OP0653* NAD 83(1986)-  43 38 15.     (N)    095 50 02.     (W)     SCALED    
 OP0653* NAVD 88     -       510.398  (meters)    1674.53   (feet)  ADJUSTED  
 OP0653  ___________________________________________________________________
 OP0653  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OP0653  DYNAMIC HT  -         510.272 (meters)    1674.12  (feet)  COMP
 OP0653  MODELED GRAV-     980,356.3   (mgal)                       NAVD 88
 OP0653
 OP0653  VERT ORDER  -  SECOND    CLASS 0
 OP0653
 OP0653.The horizontal coordinates were scaled from a topographic map and have
 OP0653.an estimated accuracy of +/- 6 seconds.
 OP0653
 OP0653.The orthometric height was determined by differential leveling
 OP0653.and adjusted by the National Geodetic Survey in June 1991..
 OP0653
 OP0653.The geoid height was determined by GEOID03.
 OP0653
 OP0653.The dynamic height is computed by dividing the NAVD 88
 OP0653.geopotential number by the normal gravity value computed on the
 OP0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0653.degrees latitude (g = 980.6199 gals.).
 OP0653
 OP0653.The modeled gravity was interpolated from observed gravity values.
 OP0653
 OP0653;                    North         East    Units  Estimated Accuracy
 OP0653;SPC MN S     -   172,500.      652,030.      MT  (+/- 180 meters Scaled)
 OP0653
 OP0653                          SUPERSEDED SURVEY CONTROL
 OP0653
 OP0653  NGVD 29 (??/??/92)  510.169  (m)         1673.78   (f) ADJ UNCH    2 0
 OP0653
 OP0653.Superseded values are not recommended for survey control.
 OP0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0653.See file dsdata.txt to determine how the superseded data were derived.
 OP0653
 OP0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ714355(NAD 83)
 OP0653_MARKER: DB = BENCH MARK DISK
 OP0653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0653_SP_SET: BRIDGE CURB
 OP0653_STAMPING: 5380 L1 1966
 OP0653_MARK LOGO: MNHD  
 OP0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0653
 OP0653  HISTORY     - Date     Condition        Report By
 OP0653  HISTORY     - 1966     MONUMENTED       MNHD
 OP0653  HISTORY     - 1977     GOOD             MNDT
 OP0653
 OP0653                          STATION DESCRIPTION
 OP0653
 OP0653'DESCRIBED BY MN HIGHWAY DEPT 1966
 OP0653'2.0 MI NW FROM RUSHMORE.
 OP0653'MARK IS LOCATED IN THE SW 1/4, SECTION 13, T102N, R42W ABOUT 2.0 MILES
 OP0653'NORTHWEST OF RUSHMORE ON FAI 90.  MARK IS A STANDARD MINNESOTA HIGHWAY
 OP0653'DEPARTMENT DISK, STAMPED 5380 L1 1966 SET IN THE CENTER OF BRIDGE (NO.
 OP0653'53824).  MARK IS SET IN WEST CURB AT THE CENTER OF BRIDGE. COUNTY ROAD
 OP0653'NO. 19 OVER FAI 90.
 OP0653
 OP0653                          STATION RECOVERY (1977)
 OP0653
 OP0653'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0653'MARK IS STANDARD DISK SET IN WEST CURB AT THE CENTER OF BRIDGE NO.
 OP0653'53824, CO. RD. 34 OVER I-90. MILEPOST 31.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0656 ***********************************************************************
 OP0656  DESIGNATION -  5380 M
 OP0656  PID         -  OP0656
 OP0656  STATE/COUNTY-  MN/NOBLES
 OP0656  USGS QUAD   -  ADRIAN NE (1967)
 OP0656
 OP0656                         *CURRENT SURVEY CONTROL
 OP0656  ___________________________________________________________________
 OP0656* NAD 83(1996)-  43 38 16.21529(N)    095 49 26.35626(W)     ADJUSTED  
 OP0656* NAVD 88     -       502.905  (meters)    1649.95   (feet)  ADJUSTED  
 OP0656  ___________________________________________________________________
 OP0656  X           -    -469,178.026 (meters)                     COMP
 OP0656  Y           -  -4,599,816.115 (meters)                     COMP
 OP0656  Z           -   4,379,386.439 (meters)                     COMP
 OP0656  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 OP0656  ELLIP HEIGHT-         476.42  (meters)          (02/05/03) GPS OBS
 OP0656  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OP0656  DYNAMIC HT  -         502.780 (meters)    1649.54  (feet)  COMP
 OP0656  MODELED GRAV-     980,355.9   (mgal)                       NAVD 88
 OP0656
 OP0656  HORZ ORDER  -  FIRST
 OP0656  VERT ORDER  -  FIRST     CLASS II
 OP0656  ELLP ORDER  -  THIRD     CLASS II
 OP0656
 OP0656.The horizontal coordinates were established by GPS observations
 OP0656.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0656
 OP0656.The orthometric height was determined by differential leveling
 OP0656.and adjusted by the National Geodetic Survey in June 1991..
 OP0656
 OP0656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0656
 OP0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0656
 OP0656.The ellipsoidal height was determined by GPS observations
 OP0656.and is referenced to NAD 83.
 OP0656
 OP0656.The geoid height was determined by GEOID03.
 OP0656
 OP0656.The dynamic height is computed by dividing the NAVD 88
 OP0656.geopotential number by the normal gravity value computed on the
 OP0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0656.degrees latitude (g = 980.6199 gals.).
 OP0656
 OP0656.The modeled gravity was interpolated from observed gravity values.
 OP0656
 OP0656;                    North         East     Units Scale Factor Converg.
 OP0656;SPC MN S     -   172,514.943   652,825.043   MT  1.00003470   -1 16 42.5
 OP0656;UTM  15      - 4,835,525.081   272,212.106   MT  1.00023827   -1 56 58.8
 OP0656
 OP0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0656!SPC MN S     -   0.99992530  x   1.00003470  =   0.99995999
 OP0656!UTM  15      -   0.99992530  x   1.00023827  =   1.00016355
 OP0656
 OP0656                          SUPERSEDED SURVEY CONTROL
 OP0656
 OP0656  NAVD 88 (02/05/03)  502.90   (m)         1649.9    (f) LEVELING    3  
 OP0656  NGVD 29 (??/??/92)  502.674  (m)         1649.19   (f) ADJ UNCH    1 2
 OP0656
 OP0656.Superseded values are not recommended for survey control.
 OP0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0656.See file dsdata.txt to determine how the superseded data were derived.
 OP0656
 OP0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7221235525(NAD 83)
 OP0656_MARKER: DB = BENCH MARK DISK
 OP0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0656_SP_SET: CONCRETE POST
 OP0656_STAMPING: 5380 M 1966
 OP0656_MARK LOGO: MNDT  
 OP0656_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0656+STABILITY: SURFACE MOTION
 OP0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0656+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1999
 OP0656
 OP0656  HISTORY     - Date     Condition        Report By
 OP0656  HISTORY     - 1966     MONUMENTED       MNDT
 OP0656  HISTORY     - 1977     GOOD             MNDT
 OP0656  HISTORY     - 19900820 GOOD             NGS
 OP0656  HISTORY     - 19991014 GOOD             MNDT
 OP0656
 OP0656                          STATION DESCRIPTION
 OP0656
 OP0656'DESCRIBED BY MN DEPT OF TRANSP 1966
 OP0656'2.0 MI NW FROM RUSHMORE.
 OP0656'MARK IS LOCATED NEAR THE CENTER OF SECTION 13, T102N, R42W ABOUT 2.0
 OP0656'MILES NORTHWEST OF RUSHMORE ON FAI 90.  MARK IS A STANDARD MINNESOTA
 OP0656'HIGHWAY DEPARTMENT DISK, STAMPED 5380 M 1966 SET IN A PRECAST CONCRETE
 OP0656'MONUMENT.  MARK IS 97 FEET NORTH OF THE CENTERLINE OF WESTBOUND FAI 90
 OP0656'(STATION 1697+79) AND 0.5 FOOT SOUTH OF STEEL WITNESS POST. MARK IS
 OP0656'FLUSH WITH THE GROUND.
 OP0656
 OP0656                          STATION RECOVERY (1977)
 OP0656
 OP0656'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0656'MARK IS STANDARD DISK SET IN PRE-CAST CONCRETE MONUMENT, 97 FEET LT.
 OP0656'WB I-90 STA. 1697 79, 169 FEET EAST NORTHEAST OF END OF APRON OF A
 OP0656'72' SCP CULVERT, 0.5 FOOT SOUTH OF STEEL WITNESS POST. MARK IS FLUSH
 OP0656'WITH GROUND. MILE POST 32.2.
 OP0656
 OP0656                          STATION RECOVERY (1990)
 OP0656
 OP0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0656'9.0 KM (5.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0656'JUNCTION OF STATE HIGHWAY 91 IN ADRIAN, 50.8 M (166.7 FT)
 OP0656'EAST-NORTHEAST OF THE NORTH END OF A 72-INCH PIPE CULVERT, 29.5 M
 OP0656'(96.8 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OP0656'HIGHWAY, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 OP0656'FT) SOUTH OF A FENCE, 0.15 M (0.49 FT) SOUTHWEST OF A WITNESS POST,
 OP0656'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OP0656
 OP0656                          STATION RECOVERY (1999)
 OP0656
 OP0656'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 OP0656'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OP0656'1.5 MI (2.4 KM) WEST OF JCT CO RD 13 AT FAI 90 MP 32.2, RECESSED 2
 OP0656'INCHES, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0658 ***********************************************************************
 OP0658  DESIGNATION -  5380 N 1
 OP0658  PID         -  OP0658
 OP0658  STATE/COUNTY-  MN/NOBLES
 OP0658  USGS QUAD   -  ADRIAN NE (1967)
 OP0658
 OP0658                         *CURRENT SURVEY CONTROL
 OP0658  ___________________________________________________________________
 OP0658* NAD 83(1986)-  43 38 15.     (N)    095 47 36.     (W)     SCALED    
 OP0658* NAVD 88     -       518.009  (meters)    1699.50   (feet)  ADJUSTED  
 OP0658  ___________________________________________________________________
 OP0658  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OP0658  DYNAMIC HT  -         517.880 (meters)    1699.08  (feet)  COMP
 OP0658  MODELED GRAV-     980,355.3   (mgal)                       NAVD 88
 OP0658
 OP0658  VERT ORDER  -  SECOND    CLASS 0
 OP0658
 OP0658.The horizontal coordinates were scaled from a topographic map and have
 OP0658.an estimated accuracy of +/- 6 seconds.
 OP0658
 OP0658.The orthometric height was determined by differential leveling
 OP0658.and adjusted by the National Geodetic Survey in June 1991..
 OP0658
 OP0658.The geoid height was determined by GEOID03.
 OP0658
 OP0658.The dynamic height is computed by dividing the NAVD 88
 OP0658.geopotential number by the normal gravity value computed on the
 OP0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0658.degrees latitude (g = 980.6199 gals.).
 OP0658
 OP0658.The modeled gravity was interpolated from observed gravity values.
 OP0658
 OP0658;                    North         East    Units  Estimated Accuracy
 OP0658;SPC MN S     -   172,420.      655,300.      MT  (+/- 180 meters Scaled)
 OP0658
 OP0658                          SUPERSEDED SURVEY CONTROL
 OP0658
 OP0658  NGVD 29 (??/??/92)  517.78   (m)         1698.7    (f) COMPUTED    2 0
 OP0658
 OP0658.Superseded values are not recommended for survey control.
 OP0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0658.See file dsdata.txt to determine how the superseded data were derived.
 OP0658
 OP0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ746354(NAD 83)
 OP0658_MARKER: DD = SURVEY DISK
 OP0658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0658_SP_SET: BRIDGE
 OP0658_STAMPING: 5380 N1 1966
 OP0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0658
 OP0658  HISTORY     - Date     Condition        Report By
 OP0658  HISTORY     - 1966     MONUMENTED       MNDT
 OP0658  HISTORY     - 1977     GOOD             MNDT
 OP0658
 OP0658                          STATION DESCRIPTION
 OP0658
 OP0658'DESCRIBED BY MN DEPT OF TRANSP 1966
 OP0658'1.4 MI N FROM RUSHMORE.
 OP0658'MARK IS LOCATED IN THE SW 1/4, SECTION 17, T102N, R41 W ABOUT 1.4
 OP0658'MILES NORTH OF RUSHMORE ON FAI 90.  MARK IS A STANDARD MINNESOTA
 OP0658'HIGHWAY DEPARTMENT DISK, STAMPED 5380 N1 1966 SET IN THE EAST CURB OF
 OP0658'BRIDGE (NO. 53810).  MARK IS IN CENTER OF BRIDGE OF COUNTY ROAD NO. 13
 OP0658'OVER FAI 90.
 OP0658
 OP0658                          STATION RECOVERY (1977)
 OP0658
 OP0658'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0658'MARK IS STANDARD DISK SET IN EAST CURB CENTER OF BRIDGE NO. 53810,
 OP0658'COUNTY ROAD NO. 13 OVER I-90. MILE MARKER 33.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0663 ***********************************************************************
 OP0663  DESIGNATION -  5380 P
 OP0663  PID         -  OP0663
 OP0663  STATE/COUNTY-  MN/NOBLES
 OP0663  USGS QUAD   -  ADRIAN NE (1967)
 OP0663
 OP0663                         *CURRENT SURVEY CONTROL
 OP0663  ___________________________________________________________________
 OP0663* NAD 83(1996)-  43 38 17.10162(N)    095 47 01.22122(W)     ADJUSTED  
 OP0663* NAVD 88     -       508.310  (meters)    1667.68   (feet)  ADJUSTED  
 OP0663  ___________________________________________________________________
 OP0663  X           -    -465,939.812 (meters)                     COMP
 OP0663  Y           -  -4,600,130.212 (meters)                     COMP
 OP0663  Z           -   4,379,409.963 (meters)                     COMP
 OP0663  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 OP0663  ELLIP HEIGHT-         481.82  (meters)          (02/05/03) GPS OBS
 OP0663  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OP0663  DYNAMIC HT  -         508.185 (meters)    1667.27  (feet)  COMP
 OP0663  MODELED GRAV-     980,355.9   (mgal)                       NAVD 88
 OP0663
 OP0663  HORZ ORDER  -  FIRST
 OP0663  VERT ORDER  -  FIRST     CLASS II
 OP0663  ELLP ORDER  -  THIRD     CLASS II
 OP0663
 OP0663.The horizontal coordinates were established by GPS observations
 OP0663.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0663
 OP0663.The orthometric height was determined by differential leveling
 OP0663.and adjusted by the National Geodetic Survey in June 1991..
 OP0663
 OP0663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0663
 OP0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0663
 OP0663.The ellipsoidal height was determined by GPS observations
 OP0663.and is referenced to NAD 83.
 OP0663
 OP0663.The geoid height was determined by GEOID03.
 OP0663
 OP0663.The dynamic height is computed by dividing the NAVD 88
 OP0663.geopotential number by the normal gravity value computed on the
 OP0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0663.degrees latitude (g = 980.6199 gals.).
 OP0663
 OP0663.The modeled gravity was interpolated from observed gravity values.
 OP0663
 OP0663;                    North         East     Units Scale Factor Converg.
 OP0663;SPC MN S     -   172,470.508   656,078.100   MT  1.00003463   -1 15 00.8
 OP0663;UTM  15      - 4,835,442.515   275,465.052   MT  1.00022017   -1 55 18.5
 OP0663
 OP0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0663!SPC MN S     -   0.99992445  x   1.00003463  =   0.99995908
 OP0663!UTM  15      -   0.99992445  x   1.00022017  =   1.00014460
 OP0663
 OP0663                          SUPERSEDED SURVEY CONTROL
 OP0663
 OP0663  NAVD 88 (02/05/03)  508.31   (m)         1667.7    (f) LEVELING    3  
 OP0663  NGVD 29 (??/??/92)  508.08   (m)         1666.9    (f) COMPUTED    1 2
 OP0663
 OP0663.Superseded values are not recommended for survey control.
 OP0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0663.See file dsdata.txt to determine how the superseded data were derived.
 OP0663
 OP0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7546535443(NAD 83)
 OP0663_MARKER: DB = BENCH MARK DISK
 OP0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0663_SP_SET: CONCRETE POST
 OP0663_STAMPING: 5380 P 1966
 OP0663_MARK LOGO: MNDT  
 OP0663_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0663+STABILITY: SURFACE MOTION
 OP0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0663+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1999
 OP0663
 OP0663  HISTORY     - Date     Condition        Report By
 OP0663  HISTORY     - 1966     MONUMENTED       MNDT
 OP0663  HISTORY     - 1977     GOOD             MNDT
 OP0663  HISTORY     - 19900820 GOOD             NGS
 OP0663  HISTORY     - 19991014 GOOD             MNDT
 OP0663
 OP0663                          STATION DESCRIPTION
 OP0663
 OP0663'DESCRIBED BY MN DEPT OF TRANSP 1966
 OP0663'1.5 MI NNE FROM RUSHMORE.
 OP0663'MARK IS LOCATED NEAR THE CENTER OF SECTION 17, T102N, R41 W, ABOUT 1.5
 OP0663'MILES NORTH-NORTHEAST OF RUSHMORE ON FAI 90.  MARK IS A STANDARD
 OP0663'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 5380 P 1966 SET IN A
 OP0663'PRECAST CONCRETE MONUMENT.  MARK IS 114 FEET NORTH OF THE CENTERLINE
 OP0663'OF WESTBOUND FAI 90 (STATION 1804+56) AND 0.5 FOOT SOUTH OF STEEL
 OP0663'WITNESS POST.  MARK PROJECTS 3 INCHES ABOVE GROUND.
 OP0663
 OP0663                          STATION RECOVERY (1977)
 OP0663
 OP0663'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0663'MARK IS STANDARD DISK SET IN PRE-CAST CONCRETE MONUMENT, 109 FEET
 OP0663'NORTH OF WB I-90 STA. 1804 56, 10 FEET NORTH OF FENCE, 0.5 FOOT SOUTH
 OP0663'OF STEEL WITNESS POST, MARK IS UP 0.2 FEET. MILE MARKER 34.2. 18' SCP
 OP0663'WB CULVERT AT STA. 1803 00.
 OP0663
 OP0663                          STATION RECOVERY (1990)
 OP0663
 OP0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0663'12.3 KM (7.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0663'JUNCTION OF STATE HIGHWAY 91 IN ADRIAN, 33.1 M (108.6 FT) NORTH OF
 OP0663'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 3.0 M (9.8 FT)
 OP0663'NORTH OF A FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.15
 OP0663'M (0.49 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.15 M
 OP0663'(0.49 FT) ABOVE THE GROUND SURFACE.
 OP0663
 OP0663                          STATION RECOVERY (1999)
 OP0663
 OP0663'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 OP0663'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP0663'THE MARK IS AT 1.5 MI (2.4 KM) NE OF RUSHMORE, 7.6 MI (12.2 KM) EAST
 OP0663'ALONG FAI 90 FROM THE JCT OF FAI 90 AND TH 91 IN ADRIAN, AT FAI 90 MP
 OP0663'34, 0.5 MI (0.8 KM) EAST ALONG FAI 90 FROM JCT OF FAI 90 AND CO RD 13
 OP0663'IN RUSHMORE, 108.6 FT (33.1 M) NORTH OF WB FAI 90, 9.8 FT (3.0 M)
 OP0663'NORTH OF FENCE, 0.5 FT (15.2 CM) SOUTH OF A WIT POST, FLUSH, MAGNETIC
 OP0663'AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0664 ***********************************************************************
 OP0664  DESIGNATION -  5380 Q
 OP0664  PID         -  OP0664
 OP0664  STATE/COUNTY-  MN/NOBLES
 OP0664  USGS QUAD   -  ADRIAN NE (1967)
 OP0664
 OP0664                         *CURRENT SURVEY CONTROL
 OP0664  ___________________________________________________________________
 OP0664* NAD 83(1996)-  43 38 17.23216(N)    095 45 49.11386(W)     ADJUSTED  
 OP0664* NAVD 88     -       504.399  (meters)    1654.85   (feet)  ADJUSTED  
 OP0664  ___________________________________________________________________
 OP0664  X           -    -464,331.077 (meters)                     COMP
 OP0664  Y           -  -4,600,287.228 (meters)                     COMP
 OP0664  Z           -   4,379,410.174 (meters)                     COMP
 OP0664  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 OP0664  ELLIP HEIGHT-         477.90  (meters)          (02/05/03) GPS OBS
 OP0664  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 OP0664  DYNAMIC HT  -         504.275 (meters)    1654.44  (feet)  COMP
 OP0664  MODELED GRAV-     980,357.0   (mgal)                       NAVD 88
 OP0664
 OP0664  HORZ ORDER  -  FIRST
 OP0664  VERT ORDER  -  FIRST     CLASS II
 OP0664  ELLP ORDER  -  THIRD     CLASS II
 OP0664
 OP0664.The horizontal coordinates were established by GPS observations
 OP0664.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0664
 OP0664.The orthometric height was determined by differential leveling
 OP0664.and adjusted by the National Geodetic Survey in June 1991..
 OP0664
 OP0664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0664
 OP0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0664
 OP0664.The ellipsoidal height was determined by GPS observations
 OP0664.and is referenced to NAD 83.
 OP0664
 OP0664.The geoid height was determined by GEOID03.
 OP0664
 OP0664.The dynamic height is computed by dividing the NAVD 88
 OP0664.geopotential number by the normal gravity value computed on the
 OP0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0664.degrees latitude (g = 980.6199 gals.).
 OP0664
 OP0664.The modeled gravity was interpolated from observed gravity values.
 OP0664
 OP0664;                    North         East     Units Scale Factor Converg.
 OP0664;SPC MN S     -   172,439.468   657,694.111   MT  1.00003463   -1 14 10.3
 OP0664;UTM  15      - 4,835,392.524   277,080.881   MT  1.00021127   -1 54 28.7
 OP0664
 OP0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0664!SPC MN S     -   0.99992507  x   1.00003463  =   0.99995969
 OP0664!UTM  15      -   0.99992507  x   1.00021127  =   1.00013632
 OP0664
 OP0664                          SUPERSEDED SURVEY CONTROL
 OP0664
 OP0664  NAVD 88 (02/05/03)  504.40   (m)         1654.9    (f) LEVELING    3  
 OP0664  NGVD 29 (??/??/92)  504.17   (m)         1654.1    (f) COMPUTED    1 2
 OP0664
 OP0664.Superseded values are not recommended for survey control.
 OP0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0664.See file dsdata.txt to determine how the superseded data were derived.
 OP0664
 OP0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7708135393(NAD 83)
 OP0664_MARKER: DB = BENCH MARK DISK
 OP0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0664_SP_SET: CONCRETE POST
 OP0664_STAMPING: 5380 Q 1966
 OP0664_MARK LOGO: MNDT  
 OP0664_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0664+STABILITY: SURFACE MOTION
 OP0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0664+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1999
 OP0664
 OP0664  HISTORY     - Date     Condition        Report By
 OP0664  HISTORY     - 1966     MONUMENTED       MNDT
 OP0664  HISTORY     - 1977     GOOD             MNDT
 OP0664  HISTORY     - 19900820 GOOD             NGS
 OP0664  HISTORY     - 19991014 GOOD             MNDT
 OP0664
 OP0664                          STATION DESCRIPTION
 OP0664
 OP0664'DESCRIBED BY MN DEPT OF TRANSP 1966
 OP0664'1.5 MI NE FROM RUSHMORE.
 OP0664'MARK IS LOCATED NEAR THE CENTER OF SECTION 16, T102N, R41W ABOUT 1.5
 OP0664'MILES NORTHEAST OF RUSHMORE ON FAI 90.  MARK IS A STANDARD MINNESOTA
 OP0664'HIGHWAY DEPARTMENT DISK, STAMPED 5380 Q 1966 SET IN A PRECAST CONCRETE
 OP0664'MONUMENT.  MARK IS 115 FEET NORTH OF THE CENTERLINE OF WESTBOUND FAI
 OP0664'90 (STATION 1857+62) AND 0.5 FOOT SOUTH OF A STEEL WITNESS POST. MARK
 OP0664'PROJECTS 3 INCHES ABOVE GROUND.
 OP0664
 OP0664                          STATION RECOVERY (1977)
 OP0664
 OP0664'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0664'MARK IS STANDARD DISK SET IN PRE-CAST CONCRETE MONUMENT, EAST SIDE OF
 OP0664'A HILL, 97 FEET NORTH OF WB I-90 STA. 1857 62, 2 FEET SOUTH OF R/W
 OP0664'FENCE AND IS IN LINE WITH NORTH -SOUTH FENCE LINE, 0.5 FOOT SOUTH OF
 OP0664'STEEL WITNESS POST, DOWN 0.2 FOOT. MILE MARKER 35.2. 18' SCP EB
 OP0664'CULVERT AT STA. 1855 00.
 OP0664
 OP0664                          STATION RECOVERY (1990)
 OP0664
 OP0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0664'13.8 KM (8.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0664'JUNCTION OF U.S. HIGHWAY 59 IN WORTHINGTON, 29.5 M (96.8 FT) NORTH
 OP0664'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.5 M (4.9
 OP0664'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.55 M (1.80 FT) SOUTH OF A
 OP0664'FENCE, 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT
 OP0664'IS FLUSH WITH THE GROUND SURFACE.
 OP0664
 OP0664                          STATION RECOVERY (1999)
 OP0664
 OP0664'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 OP0664'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP0664'THE MARK IS AT 2.5 MI (4.0 KM) NE OF RUSHMORE, 1.45 MI (2.33 KM) EAST
 OP0664'ALONG FAI 90 FROM JCT OF FAI 90 AND CO RD 13 IN RUSHMORE, 8.6 MI (13.8
 OP0664'KM) WEST ALONG FAI 90 FROM THE JCT OF FAI 90 AND TH 59 IN WORTHINGTON,
 OP0664'AT FAI 90 MP 35.2, 96.8 FT (29.5 M) NORTH OF WB FAI 90, AT FAI 90 STA
 OP0664'1857+62, 1.8 FT (0.5 M) SOUTH OF FENCE, 0.7 FT (21.3 CM) SW OF A WIT
 OP0664'POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0665 ***********************************************************************
 OP0665  DESIGNATION -  5380 Q 1
 OP0665  PID         -  OP0665
 OP0665  STATE/COUNTY-  MN/NOBLES
 OP0665  USGS QUAD   -  ADRIAN NE (1967)
 OP0665
 OP0665                         *CURRENT SURVEY CONTROL
 OP0665  ___________________________________________________________________
 OP0665* NAD 83(1986)-  43 38 16.     (N)    095 45 13.     (W)     SCALED    
 OP0665* NAVD 88     -       511.822  (meters)    1679.20   (feet)  ADJUSTED  
 OP0665  ___________________________________________________________________
 OP0665  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 OP0665  DYNAMIC HT  -         511.697 (meters)    1678.79  (feet)  COMP
 OP0665  MODELED GRAV-     980,357.7   (mgal)                       NAVD 88
 OP0665
 OP0665  VERT ORDER  -  FIRST     CLASS II
 OP0665
 OP0665.The horizontal coordinates were scaled from a topographic map and have
 OP0665.an estimated accuracy of +/- 6 seconds.
 OP0665
 OP0665.The orthometric height was determined by differential leveling
 OP0665.and adjusted by the National Geodetic Survey in June 1991..
 OP0665
 OP0665.The geoid height was determined by GEOID03.
 OP0665
 OP0665.The dynamic height is computed by dividing the NAVD 88
 OP0665.geopotential number by the normal gravity value computed on the
 OP0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0665.degrees latitude (g = 980.6199 gals.).
 OP0665
 OP0665.The modeled gravity was interpolated from observed gravity values.
 OP0665
 OP0665;                    North         East    Units  Estimated Accuracy
 OP0665;SPC MN S     -   172,380.      658,500.      MT  (+/- 180 meters Scaled)
 OP0665
 OP0665                          SUPERSEDED SURVEY CONTROL
 OP0665
 OP0665  NGVD 29 (??/??/92)  511.60   (m)         1678.5    (f) COMPUTED    1 2
 OP0665
 OP0665.Superseded values are not recommended for survey control.
 OP0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0665.See file dsdata.txt to determine how the superseded data were derived.
 OP0665
 OP0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ778353(NAD 83)
 OP0665_MARKER: DD = SURVEY DISK
 OP0665_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0665_SP_SET: ABUTMENT
 OP0665_STAMPING: 5380 Q 1 1966
 OP0665_MARK LOGO: MNDT  
 OP0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0665+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1990
 OP0665
 OP0665  HISTORY     - Date     Condition        Report By
 OP0665  HISTORY     - 1966     MONUMENTED       MNDT
 OP0665  HISTORY     - 1977     GOOD             MNDT
 OP0665  HISTORY     - 19900820 GOOD             NGS
 OP0665
 OP0665                          STATION DESCRIPTION
 OP0665
 OP0665'DESCRIBED BY MN DEPT OF TRANSP 1966
 OP0665'2.0 MI NE FROM RUSHMORE.
 OP0665'MARK IS LOCATED NEAR THE E 1/4, SECTION 16, T102N, R41W, ON FAI 90
 OP0665'ABOUT 2.0 MILES NORTHEAST OF RUSHMORE.  MARK IS A STANDARD MINNESOTA
 OP0665'HIGHWAY DEPARTMENT DISK, STAMPED 5380 Q1 1966, SET IN THE NORTHWEST
 OP0665'CORNER OF BRIDGE (NO. 53811) ABUTMENT.  COUNTY ROAD NO. 11 OVER FAI
 OP0665'90.
 OP0665
 OP0665                          STATION RECOVERY (1977)
 OP0665
 OP0665'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0665'MARK IS STANDARD DISK SET IN NORTHWEST CORNER OF BRIDGE NO. 53811,
 OP0665'COUNTY ROAD NO. 11 OVER I-90. MILE MARKER 35.7.
 OP0665
 OP0665                          STATION RECOVERY (1990)
 OP0665
 OP0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0665'12.9 KM (8.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0665'JUNCTION OF U.S. HIGHWAY 59 IN WORTHINGTON, IN TOP OF AND 2.1 M (6.9
 OP0665'FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTH CONCRETE ABUTMENT OF
 OP0665'COUNTY ROAD 21 OVERPASS OF THE HIGHWAY, 20.0 M (65.6 FT) NORTH OF THE
 OP0665'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 5.3 M (17.4 FT)
 OP0665'WEST OF THE ROAD CENTER, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 OP0665'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0667 ***********************************************************************
 OP0667  DESIGNATION -  5380 S
 OP0667  PID         -  OP0667
 OP0667  STATE/COUNTY-  MN/NOBLES
 OP0667  USGS QUAD   -  READING (1976)
 OP0667
 OP0667                         *CURRENT SURVEY CONTROL
 OP0667  ___________________________________________________________________
 OP0667* NAD 83(1996)-  43 38 15.26166(N)    095 43 25.78383(W)     ADJUSTED  
 OP0667* NAVD 88     -       512.781  (meters)    1682.35   (feet)  ADJUSTED  
 OP0667  ___________________________________________________________________
 OP0667  X           -    -461,139.091 (meters)                     COMP
 OP0667  Y           -  -4,600,656.563 (meters)                     COMP
 OP0667  Z           -   4,379,371.934 (meters)                     COMP
 OP0667  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 OP0667  ELLIP HEIGHT-         486.27  (meters)          (02/05/03) GPS OBS
 OP0667  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 OP0667  DYNAMIC HT  -         512.656 (meters)    1681.94  (feet)  COMP
 OP0667  MODELED GRAV-     980,360.7   (mgal)                       NAVD 88
 OP0667
 OP0667  HORZ ORDER  -  FIRST
 OP0667  VERT ORDER  -  FIRST     CLASS II
 OP0667  ELLP ORDER  -  THIRD     CLASS II
 OP0667
 OP0667.The horizontal coordinates were established by GPS observations
 OP0667.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0667
 OP0667.The orthometric height was determined by differential leveling
 OP0667.and adjusted by the National Geodetic Survey in June 1991..
 OP0667
 OP0667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0667
 OP0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0667
 OP0667.The ellipsoidal height was determined by GPS observations
 OP0667.and is referenced to NAD 83.
 OP0667
 OP0667.The geoid height was determined by GEOID03.
 OP0667
 OP0667.The dynamic height is computed by dividing the NAVD 88
 OP0667.geopotential number by the normal gravity value computed on the
 OP0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0667.degrees latitude (g = 980.6199 gals.).
 OP0667
 OP0667.The modeled gravity was interpolated from observed gravity values.
 OP0667
 OP0667;                    North         East     Units Scale Factor Converg.
 OP0667;SPC MN S     -   172,310.135   660,904.875   MT  1.00003477   -1 12 29.8
 OP0667;UTM  15      - 4,835,225.516   280,290.446   MT  1.00019380   -1 52 49.6
 OP0667
 OP0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0667!SPC MN S     -   0.99992375  x   1.00003477  =   0.99995852
 OP0667!UTM  15      -   0.99992375  x   1.00019380  =   1.00011754
 OP0667
 OP0667:                Primary Azimuth Mark                     Grid Az
 OP0667:SPC MN S     -  OCHEDA                                   273 42 39.6
 OP0667:UTM  15      -  OCHEDA                                   274 22 59.4
 OP0667
 OP0667|---------------------------------------------------------------------|
 OP0667| PID    Reference Object                     Distance      Geod. Az  |
 OP0667|                                                           dddmmss.s |
 OP0667| DF3992 OCHEDA                              440.663 METERS 2723009.8 |
 OP0667|---------------------------------------------------------------------|
 OP0667
 OP0667                          SUPERSEDED SURVEY CONTROL
 OP0667
 OP0667  NAVD 88 (02/05/03)  512.78   (m)         1682.3    (f) LEVELING    3  
 OP0667  NGVD 29 (??/??/92)  512.56   (m)         1681.6    (f) COMPUTED    1 2
 OP0667
 OP0667.Superseded values are not recommended for survey control.
 OP0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0667.See file dsdata.txt to determine how the superseded data were derived.
 OP0667
 OP0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8029035226(NAD 83)
 OP0667_MARKER: DB = BENCH MARK DISK
 OP0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0667_SP_SET: CONCRETE POST
 OP0667_STAMPING: 5380 S 1966
 OP0667_MARK LOGO: MNDT  
 OP0667_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0667+STABILITY: SURFACE MOTION
 OP0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0667+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1997
 OP0667
 OP0667  HISTORY     - Date     Condition        Report By
 OP0667  HISTORY     - 1966     MONUMENTED       MNDT
 OP0667  HISTORY     - 1977     GOOD             MNDT
 OP0667  HISTORY     - 19900820 GOOD             NGS
 OP0667  HISTORY     - 19971014 GOOD             MNDT
 OP0667
 OP0667                          STATION DESCRIPTION
 OP0667
 OP0667'DESCRIBED BY MN DEPT OF TRANSP 1966
 OP0667'3.5 MI NE FROM RUSHMORE.
 OP0667'MARK IS LOCATED NEAR THE CENTER OF SECTION 14, T102N, R41W, ABOUT 3.5
 OP0667'MILES NORTHEAST OF RUSHMORE ON FAI 90.  MARK IS A STANDARD MINNESOTA
 OP0667'HIGHWAY DEPARTMENT DISK, STAMPED 5380 S 1966 SET IN A PRECAST CONCRETE
 OP0667'MONUMENT.  MARK IS 227 FEET SOUTH OF THE CENTERLINE OF WESTBOUND FAI
 OP0667'90 (STA. 1962+85) AND 0.5 FOOT NORTH OF STEEL WITNESS POST. MARK IS
 OP0667'FLUSH WITH GROUND.
 OP0667
 OP0667                          STATION RECOVERY (1977)
 OP0667
 OP0667'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0667'MARK IS STANDARD DISK SET IN PRE-CAST CONCRETE MONUMENT. 227 FEET
 OP0667'SOUTH OF WB I-90 CENTERLINE, STA. 1962 85, 43 FEET SOUTH OF R/W FENCE
 OP0667'AND 1.0 FOOT EAST OF NORTH-SOUTH FENCE LINE, 0.5 FOOT NORTH OF A
 OP0667'STEEL WITNESS POST. MARK IS FLUSH WITH GROUND. MILE MARKER 37.2.
 OP0667
 OP0667                          STATION RECOVERY (1990)
 OP0667
 OP0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0667'10.5 KM (6.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0667'JUNCTION OF U.S. HIGHWAY 59 IN WORTHINGTON, 42.8 M (140.4 FT) SOUTH
 OP0667'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 12.6 M (41.3
 OP0667'FT) SOUTH OF A FENCE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 OP0667'0.35 M (1.15 FT) EAST OF A FENCE, 0.15 M (0.49 FT) NORTH OF A WITNESS
 OP0667'POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OP0667'SURFACE.
 OP0667
 OP0667                          STATION RECOVERY (1997)
 OP0667
 OP0667'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 OP0667'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRITPION FOLLOWS.
 OP0667'THE MARK IS AT 4.5 MI (7.2 KM) EAST OF RUSHMORE, 4.5 MI (7.2 KM) EAST
 OP0667'ALONG FAI 90 FROM THE JCT OF FAI 90 AND CO RD 13 AT RUSHMORE, 6.5 MI
 OP0667'(10.5 KM) WEST ALONG FAI 90 FROM JCT OF FAI 90 AND TH 59 IN
 OP0667'WORTHINGTON, 140.4 FT (42.8 M) SOUTH OF EB FAI 90, AT FAI 90 MP 37.25,
 OP0667'41.3 FT (12.6 M) SOUTH OF R/W FENCE, 1.0 FT (0.3 M) EAST OF
 OP0667'NORTH-SOUTH FENCE LINE, 0.5 FT (15.2 CM) NORTH OF A WIT POST, PROJECTS
 OP0667'3 IN, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0668 ***********************************************************************
 OP0668  DESIGNATION -  5380 T
 OP0668  PID         -  OP0668
 OP0668  STATE/COUNTY-  MN/NOBLES
 OP0668  USGS QUAD   -  READING (1976)
 OP0668
 OP0668                         *CURRENT SURVEY CONTROL
 OP0668  ___________________________________________________________________
 OP0668* NAD 83(1996)-  43 38 18.07008(N)    095 42 13.33955(W)     ADJUSTED  
 OP0668* NAVD 88     -       511.378  (meters)    1677.75   (feet)  ADJUSTED  
 OP0668  ___________________________________________________________________
 OP0668  X           -    -459,517.172 (meters)                     COMP
 OP0668  Y           -  -4,600,757.680 (meters)                     COMP
 OP0668  Z           -   4,379,433.673 (meters)                     COMP
 OP0668  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 OP0668  ELLIP HEIGHT-         484.83  (meters)          (02/05/03) GPS OBS
 OP0668  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 OP0668  DYNAMIC HT  -         511.256 (meters)    1677.35  (feet)  COMP
 OP0668  MODELED GRAV-     980,363.5   (mgal)                       NAVD 88
 OP0668
 OP0668  HORZ ORDER  -  FIRST
 OP0668  VERT ORDER  -  FIRST     CLASS II
 OP0668  ELLP ORDER  -  THIRD     CLASS II
 OP0668
 OP0668.The horizontal coordinates were established by GPS observations
 OP0668.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0668
 OP0668.The orthometric height was determined by differential leveling
 OP0668.and adjusted by the National Geodetic Survey in June 1991..
 OP0668.WARNING-Repeat measurements at this control monument indicate possible
 OP0668.vertical movement.
 OP0668
 OP0668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0668
 OP0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0668
 OP0668.The ellipsoidal height was determined by GPS observations
 OP0668.and is referenced to NAD 83.
 OP0668
 OP0668.The geoid height was determined by GEOID03.
 OP0668
 OP0668.The dynamic height is computed by dividing the NAVD 88
 OP0668.geopotential number by the normal gravity value computed on the
 OP0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0668.degrees latitude (g = 980.6199 gals.).
 OP0668
 OP0668.The modeled gravity was interpolated from observed gravity values.
 OP0668
 OP0668;                    North         East     Units Scale Factor Converg.
 OP0668;SPC MN S     -   172,362.752   662,530.196   MT  1.00003456   -1 11 39.0
 OP0668;UTM  15      - 4,835,259.064   281,916.523   MT  1.00018504   -1 51 59.7
 OP0668
 OP0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0668!SPC MN S     -   0.99992398  x   1.00003456  =   0.99995854
 OP0668!UTM  15      -   0.99992398  x   1.00018504  =   1.00010900
 OP0668
 OP0668                          SUPERSEDED SURVEY CONTROL
 OP0668
 OP0668  NGVD 29 (??/??/92)  511.13   (m)         1676.9    (f) COMPUTED    1 2
 OP0668
 OP0668.Superseded values are not recommended for survey control.
 OP0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0668.See file dsdata.txt to determine how the superseded data were derived.
 OP0668
 OP0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8191735259(NAD 83)
 OP0668_MARKER: DB = BENCH MARK DISK
 OP0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0668_SP_SET: CONCRETE POST
 OP0668_STAMPING: 5380 T 1966
 OP0668_MARK LOGO: MNDT  
 OP0668_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0668+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1996
 OP0668
 OP0668  HISTORY     - Date     Condition        Report By
 OP0668  HISTORY     - 1966     MONUMENTED       MNDT
 OP0668  HISTORY     - 1977     GOOD             MNDT
 OP0668  HISTORY     - 19900820 GOOD             NGS
 OP0668  HISTORY     - 19961204 GOOD             MNDT
 OP0668
 OP0668                          STATION DESCRIPTION
 OP0668
 OP0668'DESCRIBED BY MN DEPT OF TRANSP 1966
 OP0668'4.5 MI W FROM WORTHINGTON.
 OP0668'MARK IS LOCATED NEAR THE CENTER OF SECTION 13, T102N, R41W ABOUT 4.5
 OP0668'MILES WEST OF WORTHINGTON ON FAI 90.  MARK IS A STANDARD MINNESOTA
 OP0668'HIGHWAY DEPARTMENT DISK, STAMPED 5380 T 1966 SET IN A PRECAST CONCRETE
 OP0668'MONUMENT.  MARK IS 91 FEET NORTH OF THE CENTERLINE OF WESTBOUND FAI 90
 OP0668'(STA. 2016+12) AND 0.5 FOOT NORTH OF STEEL WITNESS POST. MARK IS FLUSH
 OP0668'WITH GROUND.
 OP0668
 OP0668                          STATION RECOVERY (1977)
 OP0668
 OP0668'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0668'MARK IS A STANDARD DISC SET IN A PRE-CAST CONCRETE MONUMENT, 91 FEET
 OP0668'NORTH OF THE CENTERLINE OF WB I-90, STATION 2016 12, 9 FEET SOUTH OF
 OP0668'THE NORTH R/W FENCE, 52 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 OP0668'OF THE CONCRETE APRON OF THE CULVERT AT STATION 2016, APPROXIMATELY
 OP0668'IN LINE WITH THE EAST MOST OF TWO NORTH/SOUTH FENCES 13 FEET APART
 OP0668'AND 0.5 FEET SOUTH OF A STEEL WITNESS POST. MILE MARKER 38.25.
 OP0668
 OP0668                          STATION RECOVERY (1990)
 OP0668
 OP0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0668'8.9 KM (5.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0668'JUNCTION OF U.S. HIGHWAY 59 IN WORTHINGTON, 27.6 M (90.6 FT) NORTH
 OP0668'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 12.9 M (42.3
 OP0668'FT) NORTH-NORTHEAST OF THE NORTH END OF A 24-INCH PIPE CULVERT, 2.75
 OP0668'M (9.02 FT) SOUTH OF A WITNESS POST AND FENCE, 1.0 M (3.3 FT) BELOW
 OP0668'THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST,
 OP0668'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 OP0668
 OP0668                          STATION RECOVERY (1996)
 OP0668
 OP0668'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DHK)
 OP0668'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK
 OP0668'PROJECTS 3 IN, MAGNETIC AND SUITABLE FOR GPS.  TIE TO WIT POST IS
 OP0668'GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0669 ***********************************************************************
 OP0669  DESIGNATION -  5380 U
 OP0669  PID         -  OP0669
 OP0669  STATE/COUNTY-  MN/NOBLES
 OP0669  USGS QUAD   -  READING (1976)
 OP0669
 OP0669                         *CURRENT SURVEY CONTROL
 OP0669  ___________________________________________________________________
 OP0669* NAD 83(1986)-  43 38 18.     (N)    095 41 01.     (W)     SCALED    
 OP0669* NAVD 88     -       517.571  (meters)    1698.06   (feet)  ADJUSTED  
 OP0669  ___________________________________________________________________
 OP0669  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 OP0669  DYNAMIC HT  -         517.449 (meters)    1697.66  (feet)  COMP
 OP0669  MODELED GRAV-     980,366.3   (mgal)                       NAVD 88
 OP0669
 OP0669  VERT ORDER  -  FIRST     CLASS II
 OP0669
 OP0669.The horizontal coordinates were scaled from a topographic map and have
 OP0669.an estimated accuracy of +/- 6 seconds.
 OP0669
 OP0669.The orthometric height was determined by differential leveling
 OP0669.and adjusted by the National Geodetic Survey in June 1991..
 OP0669.WARNING-Repeat measurements at this control monument indicate possible
 OP0669.vertical movement.
 OP0669
 OP0669.The geoid height was determined by GEOID03.
 OP0669
 OP0669.The dynamic height is computed by dividing the NAVD 88
 OP0669.geopotential number by the normal gravity value computed on the
 OP0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0669.degrees latitude (g = 980.6199 gals.).
 OP0669
 OP0669.The modeled gravity was interpolated from observed gravity values.
 OP0669
 OP0669;                    North         East    Units  Estimated Accuracy
 OP0669;SPC MN S     -   172,330.      664,150.      MT  (+/- 180 meters Scaled)
 OP0669
 OP0669                          SUPERSEDED SURVEY CONTROL
 OP0669
 OP0669  NGVD 29 (??/??/92)  517.37   (m)         1697.4    (f) COMPUTED    1 2
 OP0669
 OP0669.Superseded values are not recommended for survey control.
 OP0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0669.See file dsdata.txt to determine how the superseded data were derived.
 OP0669
 OP0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ835352(NAD 83)
 OP0669_MARKER: DD = SURVEY DISK
 OP0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0669_SP_SET: CONCRETE POST
 OP0669_STAMPING: 5380 U 1966
 OP0669_MARK LOGO: MNDT  
 OP0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0669+STABILITY: SURFACE MOTION
 OP0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0669+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1990
 OP0669
 OP0669  HISTORY     - Date     Condition        Report By
 OP0669  HISTORY     - 1966     MONUMENTED       MNDT
 OP0669  HISTORY     - 1977     GOOD             MNDT
 OP0669  HISTORY     - 19900820 GOOD             NGS
 OP0669
 OP0669                          STATION DESCRIPTION
 OP0669
 OP0669'DESCRIBED BY MN DEPT OF TRANSP 1966
 OP0669'3.5 MI W FROM WORTHINGTON.
 OP0669'MARK IS LOCATED NEAR THE CENTER OF SECTION 18, T102N, R40W, ABOUT 3.5
 OP0669'MILES WEST OF WORTHINGTON ON FAI 90.  MARK IS A STANDARD MINNESOTA
 OP0669'HIGHWAY DEPARTMENT DISK, STAMPED 5380 U 1966 SET IN A PRECAST CONCRETE
 OP0669'MONUMENT.  MARK IS 193 FEET NORTH OF THE CENTERLINE OF WESTBOUND FAI
 OP0669'90 (STATION 2069+80) AND 0.5 FOOT SOUTH OF STEEL WITNESS POST. MARK
 OP0669'PROJECTS 6 INCHES ABOVE GROUND.
 OP0669
 OP0669                          STATION RECOVERY (1977)
 OP0669
 OP0669'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0669'MARK IS A STANDARD DISC SET IN A PRE-CAST CONCRETE MONUMENT ON THE
 OP0669'QUARTER LINE BETWEEN THE NORTHEAST QUARTER AND THE NORTHWEST QUARTER
 OP0669'OF SEC. 18, 193 FEET NORTH OF THE CENTELINE OF WB I-90, STA. 2068 80,
 OP0669'0.5 FEET SOUTH OF A STEEL WITNESS POST AND IN A FARMER'S ROCK PILE.
 OP0669'MARK IS ABOUT 0.5 FEET ABOVE THE GROUND. STATION IS 185 FEET EAST OF
 OP0669'AN 18 INCH CONCRETE MEDIAN DRAIN CULVERT IN THE EBL. MILE MARKER
 OP0669'39.25.
 OP0669
 OP0669                          STATION RECOVERY (1990)
 OP0669
 OP0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0669'7.3 KM (4.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0669'JUNCTION OF U.S. HIGHWAY 59 IN WORTHINGTON, 58.7 M (192.6 FT) NORTH
 OP0669'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 28.7 M (94.2
 OP0669'FT) NORTH OF A FENCE, 3.5 M (11.5 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 OP0669'0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS
 OP0669'0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0670 ***********************************************************************
 OP0670  DESIGNATION -  5380 V
 OP0670  PID         -  OP0670
 OP0670  STATE/COUNTY-  MN/NOBLES
 OP0670  USGS QUAD   -  READING (1976)
 OP0670
 OP0670                         *CURRENT SURVEY CONTROL
 OP0670  ___________________________________________________________________
 OP0670* NAD 83(1996)-  43 38 17.30035(N)    095 39 55.50224(W)     ADJUSTED  
 OP0670* NAVD 88     -       507.114  (meters)    1663.76   (feet)  ADJUSTED  
 OP0670  ___________________________________________________________________
 OP0670  X           -    -456,443.909 (meters)                     COMP
 OP0670  Y           -  -4,601,076.974 (meters)                     COMP
 OP0670  Z           -   4,379,413.540 (meters)                     COMP
 OP0670  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 OP0670  ELLIP HEIGHT-         480.57  (meters)          (06/14/00) GPS OBS
 OP0670  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 OP0670  DYNAMIC HT  -         506.995 (meters)    1663.37  (feet)  COMP
 OP0670  MODELED GRAV-     980,368.8   (mgal)                       NAVD 88
 OP0670
 OP0670  HORZ ORDER  -  FIRST
 OP0670  VERT ORDER  -  FIRST     CLASS II
 OP0670  ELLP ORDER  -  FOURTH    CLASS I
 OP0670
 OP0670.The horizontal coordinates were established by GPS observations
 OP0670.and adjusted by the National Geodetic Survey in June 2000..
 OP0670
 OP0670.The orthometric height was determined by differential leveling
 OP0670.and adjusted by the National Geodetic Survey in June 1991..
 OP0670
 OP0670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0670
 OP0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0670
 OP0670.The ellipsoidal height was determined by GPS observations
 OP0670.and is referenced to NAD 83.
 OP0670
 OP0670.The geoid height was determined by GEOID03.
 OP0670
 OP0670.The dynamic height is computed by dividing the NAVD 88
 OP0670.geopotential number by the normal gravity value computed on the
 OP0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0670.degrees latitude (g = 980.6199 gals.).
 OP0670
 OP0670.The modeled gravity was interpolated from observed gravity values.
 OP0670
 OP0670;                    North         East     Units Scale Factor Converg.
 OP0670;SPC MN S     -   172,275.333   665,618.701   MT  1.00003462   -1 10 02.4
 OP0670;UTM  15      - 4,835,135.379   285,004.228   MT  1.00016859   -1 50 24.4
 OP0670
 OP0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0670!SPC MN S     -   0.99992465  x   1.00003462  =   0.99995926
 OP0670!UTM  15      -   0.99992465  x   1.00016859  =   1.00009322
 OP0670
 OP0670                          SUPERSEDED SURVEY CONTROL
 OP0670
 OP0670  NAVD 88 (06/14/00)  507.11   (m)         1663.7    (f) LEVELING    3  
 OP0670  NGVD 29 (??/??/92)  506.90   (m)         1663.1    (f) COMPUTED    1 2
 OP0670
 OP0670.Superseded values are not recommended for survey control.
 OP0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0670.See file dsdata.txt to determine how the superseded data were derived.
 OP0670
 OP0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8500435135(NAD 83)
 OP0670_MARKER: DB = BENCH MARK DISK
 OP0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0670_SP_SET: CONCRETE POST
 OP0670_STAMPING: 5380 V 1966
 OP0670_MARK LOGO: MNDT  
 OP0670_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0670+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1998
 OP0670
 OP0670  HISTORY     - Date     Condition        Report By
 OP0670  HISTORY     - 1966     MONUMENTED       MNDT
 OP0670  HISTORY     - 1977     GOOD             MNDT
 OP0670  HISTORY     - 19900820 GOOD             NGS
 OP0670  HISTORY     - 19961204 GOOD             MNDT
 OP0670  HISTORY     - 19980328 GOOD             MNDT
 OP0670
 OP0670                          STATION DESCRIPTION
 OP0670
 OP0670'DESCRIBED BY MN DEPT OF TRANSP 1966
 OP0670'2.5 MI W FROM WORTHINGTON.
 OP0670'MARK IS LOCATED NEAR THE CENTER OF SECTION 17, T102N, R40W ABOUT 2.5
 OP0670'MILES WEST OF WORTHINGTON ON FAI 90.  MARK IS A STANDARD MINNESOTA
 OP0670'HIGHWAY DEPARTMENT DISK, STAMPED 5380 V 1966, SET IN A PRECAST
 OP0670'CONCRETE MONUMENT.  MARK IS 102 FEET NORTH OF THE CENTERLINE OF
 OP0670'WESTBOUND FAI 90 (STA. 2117+55) AND 0.5 FOOT SOUTH OF STEEL WITNESS
 OP0670'POST.  MARK PROJECTS 3 INCHES ABOVE GROUND.
 OP0670
 OP0670                          STATION RECOVERY (1977)
 OP0670
 OP0670'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0670'THE MARK IS A STANDARD DISC SET IN A PRE-CAST CONCRETE MONUMENT, 100
 OP0670'FEET NORTHOF THE CENTERLINE OF I-90 WESTBOUND STATION 2117 55. IT IS
 OP0670'ABOUT 1/2 MILE NORTH NORTHWEST OF A CEMETARY, ABOUT 3/4 MILE
 OP0670'NORTHEAST OF THE KWOA RADIO STATION TOWER, 440 FEET WEST OF A 36"
 OP0670'CULVERT, 425 FEET WEST OF THE N/S QUARTER LINE OF SECTION 17, 0.5
 OP0670'FEET NORTH OF THE NORTH R/W FENCE AND 0.5 FEET SOUTH OF A STEEL
 OP0670'WITNESS POST, 0.3 FEET ABOVE GROUND. MILE MARKER 40.15.
 OP0670
 OP0670                          STATION RECOVERY (1990)
 OP0670
 OP0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0670'5.8 KM (3.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0670'JUNCTION OF U.S. HIGHWAY 59 IN WORTHINGTON, 43.2 M (141.7 FT) WEST
 OP0670'OF A FENCE BRACE POST, 30.2 M (99.1 FT) NORTH OF THE CENTERLINE OF
 OP0670'THE WESTBOUND LANES OF THE HIGHWAY, 0.5 M (1.6 FT) BELOW THE LEVEL OF
 OP0670'THE HIGHWAY, 0.25 M (0.82 FT) SOUTH OF A WITNESS POST, 0.15 NORTH OF
 OP0670'A FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 OP0670'SURFACE.
 OP0670
 OP0670                          STATION RECOVERY (1996)
 OP0670
 OP0670'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP0670'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OP0670'FLUSH, MAGNETIC AND SUITABLE FOR GPS.
 OP0670
 OP0670                          STATION RECOVERY (1998)
 OP0670
 OP0670'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 OP0670'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0671 ***********************************************************************
 OP0671  DESIGNATION -  5380 W
 OP0671  PID         -  OP0671
 OP0671  STATE/COUNTY-  MN/NOBLES
 OP0671  USGS QUAD   -  READING (1976)
 OP0671
 OP0671                         *CURRENT SURVEY CONTROL
 OP0671  ___________________________________________________________________
 OP0671* NAD 83(1986)-  43 38 17.     (N)    095 38 32.     (W)     SCALED    
 OP0671* NAVD 88     -       498.085  (meters)    1634.13   (feet)  ADJUSTED  
 OP0671  ___________________________________________________________________
 OP0671  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 OP0671  DYNAMIC HT  -         497.969 (meters)    1633.75  (feet)  COMP
 OP0671  MODELED GRAV-     980,371.1   (mgal)                       NAVD 88
 OP0671
 OP0671  VERT ORDER  -  SECOND    CLASS 0
 OP0671
 OP0671.The horizontal coordinates were scaled from a topographic map and have
 OP0671.an estimated accuracy of +/- 6 seconds.
 OP0671
 OP0671.The orthometric height was determined by differential leveling
 OP0671.and adjusted by the National Geodetic Survey in June 1991..
 OP0671
 OP0671.The geoid height was determined by GEOID03.
 OP0671
 OP0671.The dynamic height is computed by dividing the NAVD 88
 OP0671.geopotential number by the normal gravity value computed on the
 OP0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0671.degrees latitude (g = 980.6199 gals.).
 OP0671
 OP0671.The modeled gravity was interpolated from observed gravity values.
 OP0671
 OP0671;                    North         East    Units  Estimated Accuracy
 OP0671;SPC MN S     -   172,230.      667,490.      MT  (+/- 180 meters Scaled)
 OP0671
 OP0671                          SUPERSEDED SURVEY CONTROL
 OP0671
 OP0671.No superseded survey control is available for this station.
 OP0671
 OP0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ868350(NAD 83)
 OP0671_MARKER: DD = SURVEY DISK
 OP0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0671_STAMPING: 5380 W 1966
 OP0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0671+STABILITY: SURFACE MOTION
 OP0671
 OP0671  HISTORY     - Date     Condition        Report By
 OP0671  HISTORY     - 1966     MONUMENTED       MNDT
 OP0671  HISTORY     - 1974     GOOD             MNDT
 OP0671  HISTORY     - 1977     GOOD             MNDT
 OP0671
 OP0671                          STATION DESCRIPTION
 OP0671
 OP0671'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0671'1.0 MI W FROM WORTHINGTON.
 OP0671'1.0 MILE WEST ALONG INTERSTATE 90 FROM THE JUNCTION OF INTERSTATE 90
 OP0671'AND TRUNK HIGHWAY 266 AT WORTHINGTON.  IT IS 101.5 FEET NORTH OF THE
 OP0671'CENTERLINE OF WESTBOUND INTERSTATE 90 (STATION 2175 + 62), 127.0 FEET
 OP0671'NORTH-NORTHEAST OF STENCIL 2175 ON SOUTH EDGE OF SLAB OF WEST BOUND
 OP0671'LANE, 3.0 FEET NORTH OF THE NORTH RIGHT OF WAY FENCE AND 4.2 FEET
 OP0671'WEST-SOUTHWEST OF A CORNER FENCE POST.  IT IS SET IN THE TOP OF A
 OP0671'PRECAST (MAGNETIC) CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 OP0671'GROUND.  IT IS 0.8 FEET SOUTH OF A STEEL WITNESS POST AND IS ABOUT 3
 OP0671'FEET ABOVE THE WESTBOUND LANE.  NW 1/4, SEC 16, T 102N, R 40W.
 OP0671
 OP0671                          STATION RECOVERY (1977)
 OP0671
 OP0671'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0671'THE MARK IS A STANDARD DISC SET IN A PRE-CAST CONCRETE MONUMENT 101.5
 OP0671'FEET NORTH OF THE CENTERLINE OF I-90 WESTBOUND STATION 2175 62. IT IS
 OP0671'438 FEET WEST OF A "RUSHMORE 7, LUVERNE 29, SIOUX FALLS 53" SIGN, 118
 OP0671'FEET WEST OF AN 18" METAL MEDIAN DRAINCULVERT THROUGH THE WESTBOUND
 OP0671'LANE, 4 FEET WEST OF THE N/S QUARTER LINE FENCE, 3 FEET NORTH OF THE
 OP0671'NORTH R/W FENCE, 0.8 FEET SOUTH OF A STEEL WITNESS POST AND 2' ABOVE
 OP0671'THE GROUND. MILE MARKER 41.25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0683 ***********************************************************************
 OP0683  DESIGNATION -  5380 Y RESET
 OP0683  PID         -  OP0683
 OP0683  STATE/COUNTY-  MN/NOBLES
 OP0683  USGS QUAD   -  BREWSTER (1976)
 OP0683
 OP0683                         *CURRENT SURVEY CONTROL
 OP0683  ___________________________________________________________________
 OP0683* NAD 83(1996)-  43 38 16.78946(N)    095 29 53.54116(W)     ADJUSTED  
 OP0683* NAVD 88     -       467.122  (meters)    1532.55   (feet)  ADJUSTED  
 OP0683  ___________________________________________________________________
 OP0683  X           -    -443,012.499 (meters)                     COMP
 OP0683  Y           -  -4,602,371.282 (meters)                     COMP
 OP0683  Z           -   4,379,374.338 (meters)                     COMP
 OP0683  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 OP0683  ELLIP HEIGHT-         440.30  (meters)          (02/05/03) GPS OBS
 OP0683  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 OP0683  DYNAMIC HT  -         467.015 (meters)    1532.20  (feet)  COMP
 OP0683  MODELED GRAV-     980,373.8   (mgal)                       NAVD 88
 OP0683
 OP0683  HORZ ORDER  -  FIRST
 OP0683  VERT ORDER  -  FIRST     CLASS II
 OP0683  ELLP ORDER  -  THIRD     CLASS II
 OP0683
 OP0683.The horizontal coordinates were established by GPS observations
 OP0683.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OP0683
 OP0683.The orthometric height was determined by differential leveling
 OP0683.and adjusted by the National Geodetic Survey in June 1991..
 OP0683
 OP0683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0683
 OP0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0683
 OP0683.The ellipsoidal height was determined by GPS observations
 OP0683.and is referenced to NAD 83.
 OP0683
 OP0683.The geoid height was determined by GEOID03.
 OP0683
 OP0683.The dynamic height is computed by dividing the NAVD 88
 OP0683.geopotential number by the normal gravity value computed on the
 OP0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0683.degrees latitude (g = 980.6199 gals.).
 OP0683
 OP0683.The modeled gravity was interpolated from observed gravity values.
 OP0683
 OP0683;                    North         East     Units Scale Factor Converg.
 OP0683;SPC MN S     -   171,998.478   679,108.983   MT  1.00003466   -1 03 00.5
 OP0683;UTM  15      - 4,834,699.901   298,491.658   MT  1.00009948   -1 43 28.5
 OP0683
 OP0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0683!SPC MN S     -   0.99993096  x   1.00003466  =   0.99996562
 OP0683!UTM  15      -   0.99993096  x   1.00009948  =   1.00003043
 OP0683
 OP0683                          SUPERSEDED SURVEY CONTROL
 OP0683
 OP0683  NAVD 88 (02/05/03)  467.12   (m)         1532.5    (f) LEVELING    3  
 OP0683
 OP0683.Superseded values are not recommended for survey control.
 OP0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0683.See file dsdata.txt to determine how the superseded data were derived.
 OP0683
 OP0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9849234700(NAD 83)
 OP0683_MARKER: DV = VERTICAL CONTROL DISK
 OP0683_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP0683_SP_SET: COPPER-CLAD STEEL ROD
 OP0683_STAMPING: 5380 Y RESET 1974
 OP0683_MARK LOGO: MNDT  
 OP0683_PROJECTION: RECESSED 8 CENTIMETERS
 OP0683_MAGNETIC: I = MARKER IS A STEEL ROD
 OP0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0683+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1996
 OP0683_ROD/PIPE-DEPTH:  7.3 meters
 OP0683
 OP0683  HISTORY     - Date     Condition        Report By
 OP0683  HISTORY     - 1974     MONUMENTED       MNDT
 OP0683  HISTORY     - 1975     GOOD             MNDT
 OP0683  HISTORY     - 19900829 GOOD             NGS
 OP0683  HISTORY     - 19961204 GOOD             MNDT
 OP0683
 OP0683                          STATION DESCRIPTION
 OP0683
 OP0683'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0683'3.35 MI E FROM WORTHINGTON.
 OP0683'THE MARK IS LOCATED 3.35 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0683'FAI 90 AND TRUNK HIGHWAY 60 AT WORTHINGTON AT MILE POINT 48.55.  IT IS
 OP0683'97.5 FEET NORTH OF AND 1 FOOT HIGHER THAN THE WEST-BOUND CENTERLINE AT
 OP0683'POC STATION 38+23.0 (BRASS PLUG), 0.7 FOOT SOUTH OF THE NORTH
 OP0683'RIGHT-OF-WAY FENCE, 15.0 FEET NORTH OF A REFERENCE POINT MONUMENT (3/4
 OP0683'INCH IRON PIN IN CONCRETE) AND 38.6 FEET WEST OF BRACE POLE (WEST ONE
 OP0683'OF TWO) IN RIGHT-OF-WAY FENCE.  THE MARK IS A STANDARD MINNESOTA
 OP0683'HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED ON TOP
 OP0683'OF A 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN
 OP0683'INTO THE GROUND.  IT PROJECTS 1 INCH ABOVE THE GROUND, AND IS 0.3 FOOT
 OP0683'SOUTH OF A STEEL WITNESS POST.  NE 1/4 SECTION 15, T 102N, R 39W.
 OP0683
 OP0683                          STATION RECOVERY (1990)
 OP0683
 OP0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0683'5.5 KM (3.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0683'JUNCTION OF STATE HIGHWAY 60 IN WORTHINGTON, 29.8 M (97.8 FT) NORTH
 OP0683'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 11.9 M (39.0
 OP0683'FT) WEST OF A FENCE BRACE POST, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 OP0683'HIGHWAY, 0.25 M (0.82 FT) SOUTH OF A FENCE, AND 0.1 M (0.3 FT) SOUTH
 OP0683'OF A WITNESS POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE
 OP0683'THAT IS FLUSH WITH THE GROUND SURFACE.
 OP0683
 OP0683                          STATION RECOVERY (1996)
 OP0683
 OP0683'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP0683'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP0683'THE MARK IS 3.5 MI (5.6 KM) EAST OF WORTHINGTON, 3.45 MI (5.55 KM)
 OP0683'EAST ALONG FAI 90 FROM JCT OF FAI 90 AND TH 60 IN WORTHINGTON, AT FAI
 OP0683'90 MP 48.55, 97.8 FT (29.8 M) NORTH OF WB FAI 90, 39 FT (11.9 M) WEST
 OP0683'OF FENCE BRACE POST, 0.8 FT (24.4 CM) SOUTH OF FENCE, 0.3 FT (9.1 CM)
 OP0683'SOUTH OF WIT POST, RECESSED 0.3 FT (9.1 CM) , MAGNETIC AND SUITABLE
 OP0683'FOR GPS.  ROD DEPTH IS 24 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0409 ***********************************************************************
 OP0409  DESIGNATION -  5380 Z
 OP0409  PID         -  OP0409
 OP0409  STATE/COUNTY-  MN/NOBLES
 OP0409  USGS QUAD   -  BREWSTER (1976)
 OP0409
 OP0409                         *CURRENT SURVEY CONTROL
 OP0409  ___________________________________________________________________
 OP0409* NAD 83(1986)-  43 38 17.     (N)    095 28 58.     (W)     SCALED    
 OP0409* NAVD 88     -       464.530  (meters)    1524.05   (feet)  ADJUSTED  
 OP0409  ___________________________________________________________________
 OP0409  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 OP0409  DYNAMIC HT  -         464.423 (meters)    1523.69  (feet)  COMP
 OP0409  MODELED GRAV-     980,372.7   (mgal)                       NAVD 88
 OP0409
 OP0409  VERT ORDER  -  SECOND    CLASS I
 OP0409
 OP0409.The horizontal coordinates were scaled from a topographic map and have
 OP0409.an estimated accuracy of +/- 6 seconds.
 OP0409
 OP0409.The orthometric height was determined by differential leveling
 OP0409.and adjusted by the National Geodetic Survey in June 1991..
 OP0409
 OP0409.The geoid height was determined by GEOID03.
 OP0409
 OP0409.The dynamic height is computed by dividing the NAVD 88
 OP0409.geopotential number by the normal gravity value computed on the
 OP0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0409.degrees latitude (g = 980.6199 gals.).
 OP0409
 OP0409.The modeled gravity was interpolated from observed gravity values.
 OP0409
 OP0409;                    North         East    Units  Estimated Accuracy
 OP0409;SPC MN S     -   171,980.      680,350.      MT  (+/- 180 meters Scaled)
 OP0409
 OP0409                          SUPERSEDED SURVEY CONTROL
 OP0409
 OP0409.No superseded survey control is available for this station.
 OP0409
 OP0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ997346(NAD 83)
 OP0409_MARKER: DD = SURVEY DISK
 OP0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0409_STAMPING: 5380 Z 1961
 OP0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0409+STABILITY: SURFACE MOTION
 OP0409
 OP0409  HISTORY     - Date     Condition        Report By
 OP0409  HISTORY     - 1961     MONUMENTED       MNDT
 OP0409  HISTORY     - 1975     GOOD             MNDT
 OP0409  HISTORY     - 1977     GOOD             MNDT
 OP0409
 OP0409                          STATION DESCRIPTION
 OP0409
 OP0409'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0409'4.1 MI E FROM WORTHINGTON.
 OP0409'THE MARK IS LOCATED 4.1 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0409'FAI 90 AND TRUNK HIGHWAY 60 AT WORTHINGTON AT MILEPOINT 49.3.  IT IS
 OP0409'101.5 FEET NORTH OF FAI 90 WEST-BOUND LANE P.O.T. 79+13.20 (IRON PIN),
 OP0409'80.5 FEET WEST OF A STEEL WITNESS POST FOR A REFERENCE POINT SIGN,
 OP0409'115.0 FEET EAST OF ANOTHER STEEL WITNESS POST FOR A REFERENCE POINT
 OP0409'SIGN, 107.0 FEET NORTHWEST OF THE NORTH END OF A CONCRETE CULVERT
 OP0409'UNDER THE WEST-BOUND LANE, ABOUT 1,200 FEET WEST OF EAST-BOUND LANE
 OP0409'SIGN BREWSTER-ROUND LAKE-1 MILE, AND IS ON THE EXTENDED LINE OF A
 OP0409'FENCE SOUTH.  THE MARK IS SET IN THE TOP OF A PRECAST CONCRETE
 OP0409'(MAGNETIC) MONUMENT THAT PROJECTS 12 INCHES ABOVE THE GROUND AND IS
 OP0409'0.5 FOOT SOUTH OF A STEEL WITNESS POST.  NW 1/4 SECTION 14, T 102N, R
 OP0409'39W.
 OP0409
 OP0409                          STATION RECOVERY (1977)
 OP0409
 OP0409'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0409'THE MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISC SET IN A
 OP0409'PRE-CAST CONCRETE MONUMENT, 101.5 FEET NORTH OF I-90, STATION 79 13.
 OP0409'IT IS 106 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE APRON OF A
 OP0409'MEDIAN DRIAN CULVERT UNDER THE WBL AT STA. 80 00, 3 FEET NORTH OF THE
 OP0409'NORTH R/W FENCE, 1/2 FOOT SOUTH OF A STEEL WITNESS POST, NEARLY ON
 OP0409'THE NORTH/SOUTH 1/4 LINE ABOUT 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3108 ***********************************************************************
 AH3108  DESIGNATION -  53RD
 AH3108  PID         -  AH3108
 AH3108  STATE/COUNTY-  MN/HENNEPIN
 AH3108  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 AH3108
 AH3108                         *CURRENT SURVEY CONTROL
 AH3108  ___________________________________________________________________
 AH3108* NAD 83(1996)-  45 03 03.75789(N)    093 17 04.90757(W)     ADJUSTED  
 AH3108* NAVD 88     -       256.6    (meters)     842.     (feet)  GPS OBS   
 AH3108  ___________________________________________________________________
 AH3108  X           -    -258,625.444 (meters)                     COMP
 AH3108  Y           -  -4,506,324.682 (meters)                     COMP
 AH3108  Z           -   4,491,520.167 (meters)                     COMP
 AH3108  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AH3108  ELLIP HEIGHT-         229.46  (meters)          (03/16/99) GPS OBS
 AH3108  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AH3108
 AH3108  HORZ ORDER  -  FIRST
 AH3108  ELLP ORDER  -  FOURTH    CLASS I
 AH3108
 AH3108.The horizontal coordinates were established by GPS observations
 AH3108.and adjusted by the National Geodetic Survey in March 1999..
 AH3108
 AH3108.The orthometric height was determined by GPS observations and a
 AH3108.high-resolution geoid model.
 AH3108
 AH3108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3108
 AH3108.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3108
 AH3108.The ellipsoidal height was determined by GPS observations
 AH3108.and is referenced to NAD 83.
 AH3108
 AH3108.The geoid height was determined by GEOID03.
 AH3108
 AH3108;                    North         East     Units Scale Factor Converg.
 AH3108;SPC MN S     -   328,145.728   856,346.793   MT  0.99996803   +0 30 05.0
 AH3108;UTM  15      - 4,988,660.171   477,581.489   MT  0.99960618   -0 12 05.4
 AH3108
 AH3108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3108!SPC MN S     -   0.99996403  x   0.99996803  =   0.99993206
 AH3108!UTM  15      -   0.99996403  x   0.99960618  =   0.99957022
 AH3108
 AH3108                          SUPERSEDED SURVEY CONTROL
 AH3108
 AH3108  NAD 83(1986)-  45 03 03.75259(N)    093 17 04.90224(W) AD(       ) 1
 AH3108
 AH3108.Superseded values are not recommended for survey control.
 AH3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3108.See file dsdata.txt to determine how the superseded data were derived.
 AH3108
 AH3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7758188660(NAD 83)
 AH3108_MARKER: DD = SURVEY DISK
 AH3108_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH3108_SP_SET: BRDG SIDEWALK
 AH3108_STAMPING: 53RD 1992
 AH3108_MARK LOGO: MNDT  
 AH3108_PROJECTION: FLUSH
 AH3108_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3108+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH3108
 AH3108  HISTORY     - Date     Condition        Report By
 AH3108  HISTORY     - 1992     MONUMENTED       MNDT
 AH3108
 AH3108                          STATION DESCRIPTION
 AH3108
 AH3108'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH)
 AH3108'THE MARK IS LOCATED IN NORTH MINNEAPOLIS NEAR THE SE COR OF BROOKLYNN
 AH3108'CENTER, IN THE NE 1/4 OF SECTION 12, T118N, R24W.  THE MARK IS A DISK
 AH3108'SET IN A DRILL HOLE IN THE SOUTH SIDEWALK OF 53RD AVE NORTH BRDG NO
 AH3108'27807 OVER FAI 94.  DESCRIBED BY DAVID K.  HERDER, TYPED BY J.E.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6946 ***********************************************************************
 DG6946  DESIGNATION -  54 DRL
 DG6946  PID         -  DG6946
 DG6946  STATE/COUNTY-  MN/MILLE LACS
 DG6946  USGS QUAD   -  ISLE (1968)
 DG6946
 DG6946                         *CURRENT SURVEY CONTROL
 DG6946  ___________________________________________________________________
 DG6946* NAD 83(1986)-  46 10 59.     (N)    093 28 20.     (W)     SCALED    
 DG6946* NAVD 88     -       386.552  (meters)    1268.21   (feet)  ADJUSTED  
 DG6946  ___________________________________________________________________
 DG6946  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DG6946  DYNAMIC HT  -         386.559 (meters)    1268.24  (feet)  COMP
 DG6946  MODELED GRAV-     980,622.8   (mgal)                       NAVD 88
 DG6946
 DG6946  VERT ORDER  -  SECOND    CLASS I
 DG6946
 DG6946.The horizontal coordinates were scaled from a topographic map and have
 DG6946.an estimated accuracy of +/- 6 seconds.
 DG6946
 DG6946.The orthometric height was determined by differential leveling
 DG6946.and adjusted by the National Geodetic Survey in December 2004..
 DG6946.No vertical observational check was made to the station.
 DG6946
 DG6946.The geoid height was determined by GEOID03.
 DG6946
 DG6946.The dynamic height is computed by dividing the NAVD 88
 DG6946.geopotential number by the normal gravity value computed on the
 DG6946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6946.degrees latitude (g = 980.6199 gals.).
 DG6946
 DG6946.The modeled gravity was interpolated from observed gravity values.
 DG6946
 DG6946;                    North         East    Units  Estimated Accuracy
 DG6946;SPC MN C     -   231,790.      860,050.      MT  (+/- 180 meters Scaled)
 DG6946
 DG6946                          SUPERSEDED SURVEY CONTROL
 DG6946
 DG6946.No superseded survey control is available for this station.
 DG6946
 DG6946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM635144(NAD 83)
 DG6946_MARKER: DB = BENCH MARK DISK
 DG6946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6946_STAMPING: 54 DRL 1966
 DG6946_MARK LOGO: USGS  
 DG6946_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6946+STABILITY: SURFACE MOTION
 DG6946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6946+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2001
 DG6946
 DG6946  HISTORY     - Date     Condition        Report By
 DG6946  HISTORY     - 1966     MONUMENTED       USGS
 DG6946  HISTORY     - 20010724 GOOD             MNDT
 DG6946
 DG6946                          STATION DESCRIPTION
 DG6946
 DG6946'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG6946'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MI (4.8 KM)
 DG6946'NORTH OF ISLE, 3.5 MI (5.6 KM) SOUTH OF OPSTEAD, 0.35 MI (0.56 KM)
 DG6946'EAST OF TH 47 TO 440TH ST, THENCE 0.1 MI (0.2 KM) EAST ON 440TH ST, 29
 DG6946'FT (8.8 M) SOUTH AND 45 FT (13.7 M) WEST OF CO RD 30 AT CROSSROADS,
 DG6946'1.5 FT (0.5 M) NE OF P-POLE, 0.5 FT (15.2 CM) EAST OF WIT SIGN,
 DG6946'PROJECTS 3 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0984 ***********************************************************************
 QO0984  DESIGNATION -  54 ES
 QO0984  PID         -  QO0984
 QO0984  STATE/COUNTY-  MN/WRIGHT
 QO0984  USGS QUAD   -  MONTICELLO (1991)
 QO0984
 QO0984                         *CURRENT SURVEY CONTROL
 QO0984  ___________________________________________________________________
 QO0984* NAD 83(1986)-  45 15 09.     (N)    093 50 37.     (W)     SCALED    
 QO0984* NAVD 88     -       302.796  (meters)     993.42   (feet)  ADJUSTED  
 QO0984  ___________________________________________________________________
 QO0984  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 QO0984  DYNAMIC HT  -         302.777 (meters)     993.36  (feet)  COMP
 QO0984  MODELED GRAV-     980,547.6   (mgal)                       NAVD 88
 QO0984
 QO0984  VERT ORDER  -  SECOND    CLASS 0
 QO0984
 QO0984.The horizontal coordinates were scaled from a topographic map and have
 QO0984.an estimated accuracy of +/- 6 seconds.
 QO0984
 QO0984.The orthometric height was determined by differential leveling
 QO0984.and adjusted by the National Geodetic Survey in June 1991..
 QO0984
 QO0984.The geoid height was determined by GEOID03.
 QO0984
 QO0984.The dynamic height is computed by dividing the NAVD 88
 QO0984.geopotential number by the normal gravity value computed on the
 QO0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0984.degrees latitude (g = 980.6199 gals.).
 QO0984
 QO0984.The modeled gravity was interpolated from observed gravity values.
 QO0984
 QO0984;                    North         East    Units  Estimated Accuracy
 QO0984;SPC MN S     -   350,300.      812,280.      MT  (+/- 180 meters Scaled)
 QO0984
 QO0984                          SUPERSEDED SURVEY CONTROL
 QO0984
 QO0984  NGVD 29 (??/??/92)  302.693  (m)          993.09   (f) ADJ UNCH    2 0
 QO0984
 QO0984.Superseded values are not recommended for survey control.
 QO0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0984.See file dsdata.txt to determine how the superseded data were derived.
 QO0984
 QO0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL338113(NAD 83)
 QO0984_MARKER: DB = BENCH MARK DISK
 QO0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0984_SP_SET: CONCRETE POST
 QO0984_STAMPING: 54 ES 1955
 QO0984_MARK LOGO: USGS  
 QO0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0984+STABILITY: SURFACE MOTION
 QO0984
 QO0984  HISTORY     - Date     Condition        Report By
 QO0984  HISTORY     - 1955     MONUMENTED       USGS
 QO0984  HISTORY     - 1967     GOOD             MNDT
 QO0984  HISTORY     - 1974     GOOD             MNDT
 QO0984  HISTORY     - 1980     GOOD             MNDT
 QO0984
 QO0984                          STATION DESCRIPTION
 QO0984
 QO0984'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0984'5.0 MI S FROM MONTICELLO.
 QO0984'ABOUT 5.0 MILES SOUTH OF MONTICELLO ON T.H. 25 AT COUNTY ROAD 37
 QO0984'INTERSECTION.  MARK IS A STANDARD U.S.G.S. DISK, STAMPED 54 ES 1955
 QO0984'SET IN A CONCRETE TABLET.  MARK IS 80 FEET NORTH OF THE CENTERLINE OF
 QO0984'COUNTY ROAD 37, 30 FEET WEST OF THE CENTERLINE OF T.H. 25, 1.0 FOOT
 QO0984'EAST OF STEEL WITNESS POST AND PROJECTING 4 INCHES ABOVE GROUND. MARK
 QO0984'IS LOCATED IN THE SW 1/4, SECTION 28, T121N, R25W.
 QO0984
 QO0984                          STATION RECOVERY (1974)
 QO0984
 QO0984'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 QO0984'MARK IS 4.0 MILES SOUTH-SOUTHWEST OF MONTICELLO AT THE JUNCTIONS OF
 QO0984'COUNTY ROAD 131 AND 37 IN NORTHWEST QUAD. IT IS 72.0 FEET NORTH OF
 QO0984'COUNTY ROAD 37, 29.5 FEET WEST OF COUNTY ROAD 131, 145.0 FEET
 QO0984'SOUTH-SOUTHWEST OF FARM ENTRANCE, 63.5 FEET WEST-NORTHWEST OF
 QO0984'UNDERGROUND CABLE MARKER POST, 9.80 FEET SOUTH OF TELEPHONE CABLE
 QO0984'MARKER POST. IT IS PROJECTING 0.30 FEET AND ABOUT LEVEL WITH COUNTY
 QO0984'ROAD 131. A 3/4 X 18 IN. IRON PIPE WAS DRIVEN ON THE NORTH SIDE AND
 QO0984'ADJACENT TO MARK MAKING MARK MAGNETIC. NO WITNESS POST WAS PUT IN DUE
 QO0984'TO UNDERGROUND TELEPHONE CABLE. ALL DISTANCES WITH RESPECT TO
 QO0984'CENTERLINE UNLESS STATED OTHERWISE.
 QO0984
 QO0984                          STATION RECOVERY (1980)
 QO0984
 QO0984'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0984'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO0984'LOCATED ABOUT 2.85 MILES SOUTH ALONG TRUNK HIGHWAY 25 FROM ITS
 QO0984'JUNCTION WITH INTERSTATE HIGHWAY 94 AT MONTICELLO, THENCE 1 MILE
 QO0984'SOUTHWEST ALONG COUNTY ROAD 131 TO COUNTY ROAD 37 IN THE SW 1/4 OF
 QO0984'SECTION 28, T121N, R25W.  THE MARK IS 30 FEET NORTHWEST OF AND ABOUT
 QO0984'LEVEL WITH THE CENTERLINE OF COUNTY ROAD 131, 71.5 FEET NORTH OF THE
 QO0984'CENTERLINE OF COUNTY ROAD 37, 63.6 FEET WEST OF POWER POLE NUMBER
 QO0984'893, 9.6 FEET SOUTH-SOUTHWEST OF A BURIED TELEPHONE CABLE PEDESTAL
 QO0984'AND 0.9 FOOT SOUTH-SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A
 QO0984'STANDARD USGS BENCH MARK DISK STAMPED---54 ES 1955---, IS SET IN THE
 QO0984'TOP OF A MAGNETIC CONCRETE POST THAT PROJECTS 6 INCHES ABOVE GROUND
 QO0984'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0373 ***********************************************************************
 PP0373  DESIGNATION -  54 GJS
 PP0373  PID         -  PP0373
 PP0373  STATE/COUNTY-  MN/GOODHUE
 PP0373  USGS QUAD   -  WANAMINGO (1980)
 PP0373
 PP0373                         *CURRENT SURVEY CONTROL
 PP0373  ___________________________________________________________________
 PP0373* NAD 83(1986)-  44 18 42.     (N)    092 45 41.     (W)     SCALED    
 PP0373* NAVD 88     -       314.060  (meters)    1030.38   (feet)  ADJUSTED  
 PP0373  ___________________________________________________________________
 PP0373  GEOID HEIGHT-         -29.67  (meters)                     GEOID03
 PP0373  DYNAMIC HT  -         314.002 (meters)    1030.19  (feet)  COMP
 PP0373  MODELED GRAV-     980,427.4   (mgal)                       NAVD 88
 PP0373
 PP0373  VERT ORDER  -  SECOND    CLASS 0
 PP0373
 PP0373.The horizontal coordinates were scaled from a topographic map and have
 PP0373.an estimated accuracy of +/- 6 seconds.
 PP0373
 PP0373.The orthometric height was determined by differential leveling
 PP0373.and adjusted by the National Geodetic Survey in June 1991..
 PP0373
 PP0373.The geoid height was determined by GEOID03.
 PP0373
 PP0373.The dynamic height is computed by dividing the NAVD 88
 PP0373.geopotential number by the normal gravity value computed on the
 PP0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0373.degrees latitude (g = 980.6199 gals.).
 PP0373
 PP0373.The modeled gravity was interpolated from observed gravity values.
 PP0373
 PP0373;                    North         East    Units  Estimated Accuracy
 PP0373;SPC MN S     -   246,490.      898,810.      MT  (+/- 180 meters Scaled)
 PP0373
 PP0373                          SUPERSEDED SURVEY CONTROL
 PP0373
 PP0373  NGVD 29 (??/??/92)  314.018  (m)         1030.24   (f) ADJ UNCH    2 0
 PP0373
 PP0373.Superseded values are not recommended for survey control.
 PP0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0373.See file dsdata.txt to determine how the superseded data were derived.
 PP0373
 PP0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK190065(NAD 83)
 PP0373_MARKER: DD = SURVEY DISK
 PP0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0373_STAMPING: 54 GJS 1964
 PP0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0373+STABILITY: SURFACE MOTION
 PP0373
 PP0373  HISTORY     - Date     Condition        Report By
 PP0373  HISTORY     - 1964     MONUMENTED       USGS
 PP0373  HISTORY     - 1972     GOOD             MNDT
 PP0373
 PP0373                          STATION DESCRIPTION
 PP0373
 PP0373'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0373'1.7 MI NE FROM WANAMINGO.
 PP0373'1.5 MILES EAST ALONG T.H. 60 FROM THE JUNCTION OF T.H. 60 AND T.H. 57
 PP0373'IN WANAMINGO, THENCE 1.0 MILES NORTH ALONG A TOWNSHIP ROAD (GRAVEL),
 PP0373'53 FEET SOUTH OF A T-ROAD WEST, 28 FEET WEST OF THE NORTH-SOUTH ROAD,
 PP0373'IN THE TOP OF A CONCRETE MONUMENT, PROJECTING 6 INCHES ABOVE THE
 PP0373'GROUND.  NW 1/4, SEC 29, T 110N, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0487 ***********************************************************************
 PQ0487  DESIGNATION -  540 BOLT
 PQ0487  PID         -  PQ0487
 PQ0487  STATE/COUNTY-  MN/YELLOW MEDICINE
 PQ0487  USGS QUAD   -  GRANITE FALLS (1965)
 PQ0487
 PQ0487                         *CURRENT SURVEY CONTROL
 PQ0487  ___________________________________________________________________
 PQ0487* NAD 83(1986)-  44 48 36.     (N)    095 32 11.     (W)     SCALED    
 PQ0487* NAVD 88     -       271.807  (meters)     891.75   (feet)  ADJUSTED  
 PQ0487  ___________________________________________________________________
 PQ0487  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 PQ0487  DYNAMIC HT  -         271.782 (meters)     891.67  (feet)  COMP
 PQ0487  MODELED GRAV-     980,517.6   (mgal)                       NAVD 88
 PQ0487
 PQ0487  VERT ORDER  -  FIRST     CLASS II
 PQ0487
 PQ0487.The horizontal coordinates were scaled from a topographic map and have
 PQ0487.an estimated accuracy of +/- 6 seconds.
 PQ0487
 PQ0487.The orthometric height was determined by differential leveling
 PQ0487.and adjusted by the National Geodetic Survey in June 1991..
 PQ0487
 PQ0487.The geoid height was determined by GEOID03.
 PQ0487
 PQ0487.The dynamic height is computed by dividing the NAVD 88
 PQ0487.geopotential number by the normal gravity value computed on the
 PQ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0487.degrees latitude (g = 980.6199 gals.).
 PQ0487
 PQ0487.The modeled gravity was interpolated from observed gravity values.
 PQ0487
 PQ0487;                    North         East    Units  Estimated Accuracy
 PQ0487;SPC MN S     -   302,260.      678,480.      MT  (+/- 180 meters Scaled)
 PQ0487
 PQ0487                          SUPERSEDED SURVEY CONTROL
 PQ0487
 PQ0487  NGVD 29 (??/??/92)  271.65   (m)          891.2    (f) COMPUTED    1 2
 PQ0487
 PQ0487.Superseded values are not recommended for survey control.
 PQ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0487.See file dsdata.txt to determine how the superseded data were derived.
 PQ0487
 PQ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK994649(NAD 83)
 PQ0487_MARKER: Z = SEE DESCRIPTION
 PQ0487_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PQ0487_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PQ0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0487
 PQ0487  HISTORY     - Date     Condition        Report By
 PQ0487  HISTORY     - UNK      MONUMENTED       DOD
 PQ0487  HISTORY     - 1934     GOOD             NGS
 PQ0487  HISTORY     - 1971     MARK NOT FOUND   NGS
 PQ0487
 PQ0487                          STATION DESCRIPTION
 PQ0487
 PQ0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PQ0487'IN GRANITE FALLS.
 PQ0487'AT GRANITE FALLS, YELLOW MEDICINE COUNTY, ALONG THE EAST BANK OF
 PQ0487'MINNESOTA RIVER, 48 FEET NORTH OF THE EAST END OF THE TOWN FOOTBRIDGE
 PQ0487'OVER THE RIVER, 69 FEET NORTHWEST OF A FIRE PLUG, 65 FEET SOUTHWEST OF
 PQ0487'THE SOUTHWEST CORNER OF A HOUSE, AND 46 FEET EAST OF THE EAST BANK OF
 PQ0487'THE RIVER.  A COPPER PLUG, SET IN THE TOP OF A CONCRETE BLOCK ABOUT 3
 PQ0487'FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 3-INCH IRON PIPE
 PQ0487'BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP. NOTE-- BM IS AT
 PQ0487'CORNER OF SW 1/4, SEC 34, T 116N, R 39W.
 PQ0487
 PQ0487                          STATION RECOVERY (1971)
 PQ0487
 PQ0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 PQ0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9894 ***********************************************************************
 AH9894  DESIGNATION -  5401 A
 AH9894  PID         -  AH9894
 AH9894  STATE/COUNTY-  MN/NORMAN
 AH9894  USGS QUAD   -  TWIN VALLEY (1965)
 AH9894
 AH9894                         *CURRENT SURVEY CONTROL
 AH9894  ___________________________________________________________________
 AH9894* NAD 83(1986)-  47 17 44.     (N)    096 17 45.     (W)     SCALED    
 AH9894* NAVD 88     -       311.483  (meters)    1021.92   (feet)  ADJUSTED  
 AH9894  ___________________________________________________________________
 AH9894  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AH9894  DYNAMIC HT  -         311.525 (meters)    1022.06  (feet)  COMP
 AH9894  MODELED GRAV-     980,737.0   (mgal)                       NAVD 88
 AH9894
 AH9894  VERT ORDER  -  SECOND    CLASS I
 AH9894
 AH9894.The horizontal coordinates were scaled from a topographic map and have
 AH9894.an estimated accuracy of +/- 6 seconds.
 AH9894
 AH9894.The orthometric height was determined by differential leveling
 AH9894.and adjusted by the National Geodetic Survey in June 2004..
 AH9894
 AH9894.The geoid height was determined by GEOID03.
 AH9894
 AH9894.The dynamic height is computed by dividing the NAVD 88
 AH9894.geopotential number by the normal gravity value computed on the
 AH9894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9894.degrees latitude (g = 980.6199 gals.).
 AH9894
 AH9894.The modeled gravity was interpolated from observed gravity values.
 AH9894
 AH9894;                    North         East    Units  Estimated Accuracy
 AH9894;SPC MN N     -   193,440.      558,360.      MT  (+/- 180 meters Scaled)
 AH9894
 AH9894                          SUPERSEDED SURVEY CONTROL
 AH9894
 AH9894.No superseded survey control is available for this station.
 AH9894
 AH9894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT044415(NAD 83)
 AH9894_MARKER: DV = VERTICAL CONTROL DISK
 AH9894_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9894_STAMPING: 5401 A 1992
 AH9894_MARK LOGO: MNDT  
 AH9894_PROJECTION: FLUSH
 AH9894_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9894+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9894_ROD/PIPE-DEPTH:  7.0 meters
 AH9894
 AH9894  HISTORY     - Date     Condition        Report By
 AH9894  HISTORY     - 1992     MONUMENTED       MNDT
 AH9894
 AH9894                          STATION DESCRIPTION
 AH9894
 AH9894'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9894'THE MARK IS 2.5 MI (4.0 KM) NW OF TWIN VALLEY, 0.75 MI (1.21 KM) WEST
 AH9894'ALONG TH 200 FROM SOUTH JCT OF TH 200 AND TH 32, AT TH 200 MP 29.15,
 AH9894'76 FT (23.2 M) SOUTH OF TH 200, 71 FT (21.6 M) EAST OF FIELD ENT, 2.2
 AH9894'FT (0.7 M) NORTH OF P-POLE, AND 1.3 FT (0.4 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9895 ***********************************************************************
 AH9895  DESIGNATION -  5401 B
 AH9895  PID         -  AH9895
 AH9895  STATE/COUNTY-  MN/NORMAN
 AH9895  USGS QUAD   -  TWIN VALLEY (1965)
 AH9895
 AH9895                         *CURRENT SURVEY CONTROL
 AH9895  ___________________________________________________________________
 AH9895* NAD 83(1986)-  47 17 45.     (N)    096 18 43.     (W)     SCALED    
 AH9895* NAVD 88     -       309.281  (meters)    1014.70   (feet)  ADJUSTED  
 AH9895  ___________________________________________________________________
 AH9895  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AH9895  DYNAMIC HT  -         309.323 (meters)    1014.84  (feet)  COMP
 AH9895  MODELED GRAV-     980,739.5   (mgal)                       NAVD 88
 AH9895
 AH9895  VERT ORDER  -  SECOND    CLASS I
 AH9895
 AH9895.The horizontal coordinates were scaled from a topographic map and have
 AH9895.an estimated accuracy of +/- 6 seconds.
 AH9895
 AH9895.The orthometric height was determined by differential leveling
 AH9895.and adjusted by the National Geodetic Survey in June 2004..
 AH9895
 AH9895.The geoid height was determined by GEOID03.
 AH9895
 AH9895.The dynamic height is computed by dividing the NAVD 88
 AH9895.geopotential number by the normal gravity value computed on the
 AH9895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9895.degrees latitude (g = 980.6199 gals.).
 AH9895
 AH9895.The modeled gravity was interpolated from observed gravity values.
 AH9895
 AH9895;                    North         East    Units  Estimated Accuracy
 AH9895;SPC MN N     -   193,520.      557,150.      MT  (+/- 180 meters Scaled)
 AH9895
 AH9895                          SUPERSEDED SURVEY CONTROL
 AH9895
 AH9895.No superseded survey control is available for this station.
 AH9895
 AH9895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT032415(NAD 83)
 AH9895_MARKER: DV = VERTICAL CONTROL DISK
 AH9895_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9895_STAMPING: 5401 B 1992
 AH9895_MARK LOGO: MNDT  
 AH9895_PROJECTION: FLUSH
 AH9895_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9895+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9895_ROD/PIPE-DEPTH: 10.7 meters
 AH9895
 AH9895  HISTORY     - Date     Condition        Report By
 AH9895  HISTORY     - 1992     MONUMENTED       MNDT
 AH9895
 AH9895                          STATION DESCRIPTION
 AH9895
 AH9895'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9895'THE MARK IS 2.75 MI (4.43 KM) NW OF TWIN VALLEY, 1.5 MI (2.4 KM) WEST
 AH9895'ALONG TH 200 FROM SOUTH JCT OF TH 200 AND TH 32, AT TH 200 MP 28.3,
 AH9895'60.5 FT (18.4 M) SOUTH OF TH 200, 33 FT (10.1 M) WEST OF TWP RD, 1.9
 AH9895'FT (0.6 M) EAST OF FENCE COR, AND 1.1 FT (0.3 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9896 ***********************************************************************
 AH9896  DESIGNATION -  5401 C
 AH9896  PID         -  AH9896
 AH9896  STATE/COUNTY-  MN/NORMAN
 AH9896  USGS QUAD   -  TWIN VALLEY (1965)
 AH9896
 AH9896                         *CURRENT SURVEY CONTROL
 AH9896  ___________________________________________________________________
 AH9896* NAD 83(1986)-  47 17 47.     (N)    096 19 42.     (W)     SCALED    
 AH9896* NAVD 88     -       305.689  (meters)    1002.91   (feet)  ADJUSTED  
 AH9896  ___________________________________________________________________
 AH9896  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AH9896  DYNAMIC HT  -         305.731 (meters)    1003.05  (feet)  COMP
 AH9896  MODELED GRAV-     980,742.0   (mgal)                       NAVD 88
 AH9896
 AH9896  VERT ORDER  -  SECOND    CLASS I
 AH9896
 AH9896.The horizontal coordinates were scaled from a topographic map and have
 AH9896.an estimated accuracy of +/- 6 seconds.
 AH9896
 AH9896.The orthometric height was determined by differential leveling
 AH9896.and adjusted by the National Geodetic Survey in June 2004..
 AH9896
 AH9896.The geoid height was determined by GEOID03.
 AH9896
 AH9896.The dynamic height is computed by dividing the NAVD 88
 AH9896.geopotential number by the normal gravity value computed on the
 AH9896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9896.degrees latitude (g = 980.6199 gals.).
 AH9896
 AH9896.The modeled gravity was interpolated from observed gravity values.
 AH9896
 AH9896;                    North         East    Units  Estimated Accuracy
 AH9896;SPC MN N     -   193,640.      555,910.      MT  (+/- 180 meters Scaled)
 AH9896
 AH9896                          SUPERSEDED SURVEY CONTROL
 AH9896
 AH9896.No superseded survey control is available for this station.
 AH9896
 AH9896_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT019415(NAD 83)
 AH9896_MARKER: DV = VERTICAL CONTROL DISK
 AH9896_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH9896_SP_SET: BOX CULVERT
 AH9896_STAMPING: 5401 C 1992
 AH9896_MARK LOGO: MNDT  
 AH9896_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9896+STABILITY: SURFACE MOTION
 AH9896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9896+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9896
 AH9896  HISTORY     - Date     Condition        Report By
 AH9896  HISTORY     - 1992     MONUMENTED       MNDT
 AH9896
 AH9896                          STATION DESCRIPTION
 AH9896
 AH9896'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9896'THE MARK IS 3.5 MI (5.6 KM) NW OF TWIN VALLEY, 2.3 MI (3.7 KM) WEST
 AH9896'ALONG TH 200 FROM SOUTH JCT OF TH 200 AND TH 32, AT TH 200 MP 27.55,
 AH9896'39.5 FT (12.0 M) NORTH OF TH 200, AND 0.6 FT (18.3 CM) EAST OF WEST
 AH9896'END OF BOX CULV.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9897 ***********************************************************************
 AH9897  DESIGNATION -  5401 D
 AH9897  PID         -  AH9897
 AH9897  STATE/COUNTY-  MN/NORMAN
 AH9897  USGS QUAD   -  TWIN VALLEY (1965)
 AH9897
 AH9897                         *CURRENT SURVEY CONTROL
 AH9897  ___________________________________________________________________
 AH9897* NAD 83(1986)-  47 17 47.     (N)    096 21 37.     (W)     SCALED    
 AH9897* NAVD 88     -       291.827  (meters)     957.44   (feet)  ADJUSTED  
 AH9897  ___________________________________________________________________
 AH9897  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AH9897  DYNAMIC HT  -         291.868 (meters)     957.57  (feet)  COMP
 AH9897  MODELED GRAV-     980,745.8   (mgal)                       NAVD 88
 AH9897
 AH9897  VERT ORDER  -  SECOND    CLASS I
 AH9897
 AH9897.The horizontal coordinates were scaled from a topographic map and have
 AH9897.an estimated accuracy of +/- 6 seconds.
 AH9897
 AH9897.The orthometric height was determined by differential leveling
 AH9897.and adjusted by the National Geodetic Survey in June 2004..
 AH9897
 AH9897.The geoid height was determined by GEOID03.
 AH9897
 AH9897.The dynamic height is computed by dividing the NAVD 88
 AH9897.geopotential number by the normal gravity value computed on the
 AH9897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9897.degrees latitude (g = 980.6199 gals.).
 AH9897
 AH9897.The modeled gravity was interpolated from observed gravity values.
 AH9897
 AH9897;                    North         East    Units  Estimated Accuracy
 AH9897;SPC MN N     -   193,740.      553,500.      MT  (+/- 180 meters Scaled)
 AH9897
 AH9897                          SUPERSEDED SURVEY CONTROL
 AH9897
 AH9897.No superseded survey control is available for this station.
 AH9897
 AH9897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT995414(NAD 83)
 AH9897_MARKER: DV = VERTICAL CONTROL DISK
 AH9897_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9897_STAMPING: 5401 D 1992
 AH9897_MARK LOGO: MNDT  
 AH9897_PROJECTION: FLUSH
 AH9897_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9897+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9897_ROD/PIPE-DEPTH: 10.7 meters
 AH9897
 AH9897  HISTORY     - Date     Condition        Report By
 AH9897  HISTORY     - 1992     MONUMENTED       MNDT
 AH9897
 AH9897                          STATION DESCRIPTION
 AH9897
 AH9897'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9897'THE MARK IS 4.5 MI (7.2 KM) NW OF TWIN VALLEY, 3.6 MI (5.8 KM) WEST
 AH9897'ALONG TH 200 FROM SOUTH JCT OF TH 200 AND TH 32, AT TH 200 MP 26.1,
 AH9897'70.5 FT (21.5 M) NORTH OF TH 200, 19.5 FT (5.9 M) WEST OF FIELD ENT,
 AH9897'AND 1.3 FT (0.4 M) SOUTH OF R/W POST WITH WIT POST SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9898 ***********************************************************************
 AH9898  DESIGNATION -  5401 E
 AH9898  PID         -  AH9898
 AH9898  STATE/COUNTY-  MN/NORMAN
 AH9898  USGS QUAD   -  TWIN VALLEY (1965)
 AH9898
 AH9898                         *CURRENT SURVEY CONTROL
 AH9898  ___________________________________________________________________
 AH9898* NAD 83(1986)-  47 17 44.     (N)    096 22 29.     (W)     SCALED    
 AH9898* NAVD 88     -       288.774  (meters)     947.42   (feet)  ADJUSTED  
 AH9898  ___________________________________________________________________
 AH9898  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AH9898  DYNAMIC HT  -         288.815 (meters)     947.55  (feet)  COMP
 AH9898  MODELED GRAV-     980,746.3   (mgal)                       NAVD 88
 AH9898
 AH9898  VERT ORDER  -  SECOND    CLASS I
 AH9898
 AH9898.The horizontal coordinates were scaled from a topographic map and have
 AH9898.an estimated accuracy of +/- 6 seconds.
 AH9898
 AH9898.The orthometric height was determined by differential leveling
 AH9898.and adjusted by the National Geodetic Survey in June 2004..
 AH9898
 AH9898.The geoid height was determined by GEOID03.
 AH9898
 AH9898.The dynamic height is computed by dividing the NAVD 88
 AH9898.geopotential number by the normal gravity value computed on the
 AH9898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9898.degrees latitude (g = 980.6199 gals.).
 AH9898
 AH9898.The modeled gravity was interpolated from observed gravity values.
 AH9898
 AH9898;                    North         East    Units  Estimated Accuracy
 AH9898;SPC MN N     -   193,690.      552,400.      MT  (+/- 180 meters Scaled)
 AH9898
 AH9898                          SUPERSEDED SURVEY CONTROL
 AH9898
 AH9898.No superseded survey control is available for this station.
 AH9898
 AH9898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT984413(NAD 83)
 AH9898_MARKER: DV = VERTICAL CONTROL DISK
 AH9898_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9898_STAMPING: 5401 E 1992
 AH9898_MARK LOGO: MNDT  
 AH9898_PROJECTION: FLUSH
 AH9898_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9898+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9898_ROD/PIPE-DEPTH: 12.2 meters
 AH9898
 AH9898  HISTORY     - Date     Condition        Report By
 AH9898  HISTORY     - 1992     MONUMENTED       MNDT
 AH9898
 AH9898                          STATION DESCRIPTION
 AH9898
 AH9898'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9898'THE MARK IS 6 MI (9.7 KM) NW OF TWIN VALLEY, 4.5 MI (7.2 KM) WEST
 AH9898'ALONG TH 200 FROM SOUTH JCT OF TH 200 AND TH 32, AT TH 200 MP 25.3, 63
 AH9898'FT (19.2 M) SOUTH OF TH 200, 74 FT (22.6 M) EAST OF CO RD 2, 13.6 FT
 AH9898'(4.1 M) NORTH OF P-POLE, AND 1.4 FT (0.4 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9899 ***********************************************************************
 AH9899  DESIGNATION -  5401 F
 AH9899  PID         -  AH9899
 AH9899  STATE/COUNTY-  MN/NORMAN
 AH9899  USGS QUAD   -  TWIN VALLEY SW (1965)
 AH9899
 AH9899                         *CURRENT SURVEY CONTROL
 AH9899  ___________________________________________________________________
 AH9899* NAD 83(1986)-  47 17 44.     (N)    096 23 44.     (W)     SCALED    
 AH9899* NAVD 88     -       286.960  (meters)     941.47   (feet)  ADJUSTED  
 AH9899  ___________________________________________________________________
 AH9899  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AH9899  DYNAMIC HT  -         287.000 (meters)     941.60  (feet)  COMP
 AH9899  MODELED GRAV-     980,746.0   (mgal)                       NAVD 88
 AH9899
 AH9899  VERT ORDER  -  SECOND    CLASS I
 AH9899
 AH9899.The horizontal coordinates were scaled from a topographic map and have
 AH9899.an estimated accuracy of +/- 6 seconds.
 AH9899
 AH9899.The orthometric height was determined by differential leveling
 AH9899.and adjusted by the National Geodetic Survey in June 2004..
 AH9899
 AH9899.The geoid height was determined by GEOID03.
 AH9899
 AH9899.The dynamic height is computed by dividing the NAVD 88
 AH9899.geopotential number by the normal gravity value computed on the
 AH9899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9899.degrees latitude (g = 980.6199 gals.).
 AH9899
 AH9899.The modeled gravity was interpolated from observed gravity values.
 AH9899
 AH9899;                    North         East    Units  Estimated Accuracy
 AH9899;SPC MN N     -   193,760.      550,830.      MT  (+/- 180 meters Scaled)
 AH9899
 AH9899                          SUPERSEDED SURVEY CONTROL
 AH9899
 AH9899.No superseded survey control is available for this station.
 AH9899
 AH9899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT969412(NAD 83)
 AH9899_MARKER: DV = VERTICAL CONTROL DISK
 AH9899_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9899_STAMPING: 5401 F 1992
 AH9899_MARK LOGO: MNDT  
 AH9899_PROJECTION: PROJECTING 3 CENTIMETERS
 AH9899_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9899+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9899_ROD/PIPE-DEPTH: 15.2 meters
 AH9899
 AH9899  HISTORY     - Date     Condition        Report By
 AH9899  HISTORY     - 1992     MONUMENTED       MNDT
 AH9899
 AH9899                          STATION DESCRIPTION
 AH9899
 AH9899'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9899'THE MARK IS 5.5 MI (8.9 KM) EAST OF ADA, 5.5 MI (8.9 KM) EAST ALONG TH
 AH9899'200 FROM JCT OF TH 200 AND TH 9 IN ADA, AT TH 200 MP 24.45, 74 FT
 AH9899'(22.6 M) SOUTH OF TH 200, 2.5 FT (0.8 M) WEST OF P-POLE, AND 1.6 FT
 AH9899'(0.5 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9900 ***********************************************************************
 AH9900  DESIGNATION -  5401 G
 AH9900  PID         -  AH9900
 AH9900  STATE/COUNTY-  MN/NORMAN
 AH9900  USGS QUAD   -  TWIN VALLEY SW (1965)
 AH9900
 AH9900                         *CURRENT SURVEY CONTROL
 AH9900  ___________________________________________________________________
 AH9900* NAD 83(1986)-  47 17 44.     (N)    096 25 35.     (W)     SCALED    
 AH9900* NAVD 88     -       282.685  (meters)     927.44   (feet)  ADJUSTED  
 AH9900  ___________________________________________________________________
 AH9900  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AH9900  DYNAMIC HT  -         282.725 (meters)     927.57  (feet)  COMP
 AH9900  MODELED GRAV-     980,744.6   (mgal)                       NAVD 88
 AH9900
 AH9900  VERT ORDER  -  SECOND    CLASS I
 AH9900
 AH9900.The horizontal coordinates were scaled from a topographic map and have
 AH9900.an estimated accuracy of +/- 6 seconds.
 AH9900
 AH9900.The orthometric height was determined by differential leveling
 AH9900.and adjusted by the National Geodetic Survey in June 2004..
 AH9900
 AH9900.The geoid height was determined by GEOID03.
 AH9900
 AH9900.The dynamic height is computed by dividing the NAVD 88
 AH9900.geopotential number by the normal gravity value computed on the
 AH9900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9900.degrees latitude (g = 980.6199 gals.).
 AH9900
 AH9900.The modeled gravity was interpolated from observed gravity values.
 AH9900
 AH9900;                    North         East    Units  Estimated Accuracy
 AH9900;SPC MN N     -   193,860.      548,500.      MT  (+/- 180 meters Scaled)
 AH9900
 AH9900                          SUPERSEDED SURVEY CONTROL
 AH9900
 AH9900.No superseded survey control is available for this station.
 AH9900
 AH9900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT945412(NAD 83)
 AH9900_MARKER: DV = VERTICAL CONTROL DISK
 AH9900_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9900_STAMPING: 5401 G 1992
 AH9900_MARK LOGO: MNDT  
 AH9900_PROJECTION: PROJECTING 3 CENTIMETERS
 AH9900_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9900+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9900_ROD/PIPE-DEPTH: 12.2 meters
 AH9900
 AH9900  HISTORY     - Date     Condition        Report By
 AH9900  HISTORY     - 1992     MONUMENTED       MNDT
 AH9900
 AH9900                          STATION DESCRIPTION
 AH9900
 AH9900'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9900'THE MARK IS 4 MI (6.4 KM) EAST OF ADA, 4.1 MI (6.6 KM) EAST ALONG TH
 AH9900'200 FROM JCT OF TH 200 AND TH 9 IN ADA, AT TH 200 MP 22.95, 57 FT
 AH9900'(17.4 M) SOUTH OF TH 200, 129 FT (39.3 M) NORTH OF P-POLE, 6.9 FT (2.1
 AH9900'M) EAST OF TEL PEDESTAL, 2.7 FT (0.8 M) EAST OF A P-POLE, AND 1.1 FT
 AH9900'(0.3 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9901 ***********************************************************************
 AH9901  DESIGNATION -  5401 H
 AH9901  PID         -  AH9901
 AH9901  STATE/COUNTY-  MN/NORMAN
 AH9901  USGS QUAD   -  TWIN VALLEY SW (1965)
 AH9901
 AH9901                         *CURRENT SURVEY CONTROL
 AH9901  ___________________________________________________________________
 AH9901* NAD 83(1986)-  47 17 46.     (N)    096 26 50.     (W)     SCALED    
 AH9901* NAVD 88     -       281.240  (meters)     922.70   (feet)  ADJUSTED  
 AH9901  ___________________________________________________________________
 AH9901  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AH9901  DYNAMIC HT  -         281.279 (meters)     922.83  (feet)  COMP
 AH9901  MODELED GRAV-     980,742.4   (mgal)                       NAVD 88
 AH9901
 AH9901  VERT ORDER  -  SECOND    CLASS I
 AH9901
 AH9901.The horizontal coordinates were scaled from a topographic map and have
 AH9901.an estimated accuracy of +/- 6 seconds.
 AH9901
 AH9901.The orthometric height was determined by differential leveling
 AH9901.and adjusted by the National Geodetic Survey in June 2004..
 AH9901
 AH9901.The geoid height was determined by GEOID03.
 AH9901
 AH9901.The dynamic height is computed by dividing the NAVD 88
 AH9901.geopotential number by the normal gravity value computed on the
 AH9901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9901.degrees latitude (g = 980.6199 gals.).
 AH9901
 AH9901.The modeled gravity was interpolated from observed gravity values.
 AH9901
 AH9901;                    North         East    Units  Estimated Accuracy
 AH9901;SPC MN N     -   193,990.      546,930.      MT  (+/- 180 meters Scaled)
 AH9901
 AH9901                          SUPERSEDED SURVEY CONTROL
 AH9901
 AH9901.No superseded survey control is available for this station.
 AH9901
 AH9901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT929412(NAD 83)
 AH9901_MARKER: DV = VERTICAL CONTROL DISK
 AH9901_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9901_STAMPING: 5401 H 1992
 AH9901_MARK LOGO: MNDT  
 AH9901_PROJECTION: FLUSH
 AH9901_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9901+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9901_ROD/PIPE-DEPTH: 14.0 meters
 AH9901
 AH9901  HISTORY     - Date     Condition        Report By
 AH9901  HISTORY     - 1992     MONUMENTED       MNDT
 AH9901
 AH9901                          STATION DESCRIPTION
 AH9901
 AH9901'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9901'THE MARK IS 3 MI (4.8 KM) EAST OF ADA, 3.1 MI (5.0 KM) EAST ALONG TH
 AH9901'200 FROM JCT OF TH 200 AND TH 9 IN ADA, AT TH MP 22.0, 81 FT (24.7 M)
 AH9901'SOUTH OF TH 200, 55 FT (16.8 M) SOUTH OF MP 22 SIGN POST, AND 1.1 FT
 AH9901'(0.3 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9902 ***********************************************************************
 AH9902  DESIGNATION -  5401 J
 AH9902  PID         -  AH9902
 AH9902  STATE/COUNTY-  MN/NORMAN
 AH9902  USGS QUAD   -  TWIN VALLEY SW (1965)
 AH9902
 AH9902                         *CURRENT SURVEY CONTROL
 AH9902  ___________________________________________________________________
 AH9902* NAD 83(1986)-  47 17 45.     (N)    096 29 54.     (W)     SCALED    
 AH9902* NAVD 88     -       277.119  (meters)     909.18   (feet)  ADJUSTED  
 AH9902  ___________________________________________________________________
 AH9902  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AH9902  DYNAMIC HT  -         277.155 (meters)     909.30  (feet)  COMP
 AH9902  MODELED GRAV-     980,736.6   (mgal)                       NAVD 88
 AH9902
 AH9902  VERT ORDER  -  SECOND    CLASS I
 AH9902
 AH9902.The horizontal coordinates were scaled from a topographic map and have
 AH9902.an estimated accuracy of +/- 6 seconds.
 AH9902
 AH9902.The orthometric height was determined by differential leveling
 AH9902.and adjusted by the National Geodetic Survey in June 2004..
 AH9902
 AH9902.The geoid height was determined by GEOID03.
 AH9902
 AH9902.The dynamic height is computed by dividing the NAVD 88
 AH9902.geopotential number by the normal gravity value computed on the
 AH9902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9902.degrees latitude (g = 980.6199 gals.).
 AH9902
 AH9902.The modeled gravity was interpolated from observed gravity values.
 AH9902
 AH9902;                    North         East    Units  Estimated Accuracy
 AH9902;SPC MN N     -   194,130.      543,060.      MT  (+/- 180 meters Scaled)
 AH9902
 AH9902                          SUPERSEDED SURVEY CONTROL
 AH9902
 AH9902.No superseded survey control is available for this station.
 AH9902
 AH9902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT891410(NAD 83)
 AH9902_MARKER: DV = VERTICAL CONTROL DISK
 AH9902_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9902_STAMPING: 5401 J 1992
 AH9902_MARK LOGO: MNDT  
 AH9902_PROJECTION: RECESSED 5 CENTIMETERS
 AH9902_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9902+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9902_ROD/PIPE-DEPTH: 19.5 meters
 AH9902
 AH9902  HISTORY     - Date     Condition        Report By
 AH9902  HISTORY     - 1992     MONUMENTED       MNDT
 AH9902
 AH9902                          STATION DESCRIPTION
 AH9902
 AH9902'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9902'THE MARK IS 0.7 MI (1.1 KM) EAST OF ADA, 0.7 MI (1.1 KM) EAST ALONG TH
 AH9902'200 FROM JCT OF TH 200 AND TH 9 IN ADA, AT TH 200 MP 19.6, 75 FT (22.9
 AH9902'M) SOUTH OF TH 200, 63.5 FT (19.4 M) WEST OF MAIN ENT TO GREAT PLAINS
 AH9902'LUMBER CO, 5.2 FT (1.6 M) EAST OF EAST GATE POST, 1.3 FT (0.4 M) NORTH
 AH9902'OF FENCE, AND 0.9 FT (27.4 CM) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9893 ***********************************************************************
 AH9893  DESIGNATION -  5402 C
 AH9893  PID         -  AH9893
 AH9893  STATE/COUNTY-  MN/NORMAN
 AH9893  USGS QUAD   -  TWIN VALLEY (1965)
 AH9893
 AH9893                         *CURRENT SURVEY CONTROL
 AH9893  ___________________________________________________________________
 AH9893* NAD 83(1996)-  47 18 21.47732(N)    096 16 47.39867(W)     ADJUSTED  
 AH9893* NAVD 88     -       320.842  (meters)    1052.63   (feet)  ADJUSTED  
 AH9893  ___________________________________________________________________
 AH9893  X           -    -473,957.131 (meters)                     COMP
 AH9893  Y           -  -4,306,948.252 (meters)                     COMP
 AH9893  Z           -   4,665,112.869 (meters)                     COMP
 AH9893  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 AH9893  ELLIP HEIGHT-         294.11  (meters)          (11/24/04) GPS OBS
 AH9893  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AH9893  DYNAMIC HT  -         320.884 (meters)    1052.77  (feet)  COMP
 AH9893  MODELED GRAV-     980,735.6   (mgal)                       NAVD 88
 AH9893
 AH9893  HORZ ORDER  -  FIRST
 AH9893  VERT ORDER  -  SECOND    CLASS I
 AH9893  ELLP ORDER  -  THIRD     CLASS II
 AH9893
 AH9893.The horizontal coordinates were established by GPS observations
 AH9893.and adjusted by the MN DEPT OF TRANSP in November 2004..
 AH9893
 AH9893.The orthometric height was determined by differential leveling
 AH9893.and adjusted by the National Geodetic Survey in June 2004..
 AH9893
 AH9893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9893
 AH9893.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9893
 AH9893.The ellipsoidal height was determined by GPS observations
 AH9893.and is referenced to NAD 83.
 AH9893
 AH9893.The geoid height was determined by GEOID03.
 AH9893
 AH9893.The dynamic height is computed by dividing the NAVD 88
 AH9893.geopotential number by the normal gravity value computed on the
 AH9893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9893.degrees latitude (g = 980.6199 gals.).
 AH9893
 AH9893.The modeled gravity was interpolated from observed gravity values.
 AH9893
 AH9893;                    North         East     Units Scale Factor Converg.
 AH9893;SPC MN N     -   194,547.072   559,619.693   MT  0.99994523   -2 21 25.0
 AH9893;UTM  14      - 5,242,754.536   705,612.605   MT  1.00011959   +1 59 59.9
 AH9893
 AH9893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9893!SPC MN N     -   0.99995390  x   0.99994523  =   0.99989913
 AH9893!UTM  14      -   0.99995390  x   1.00011959  =   1.00007349
 AH9893
 AH9893                          SUPERSEDED SURVEY CONTROL
 AH9893
 AH9893  NAVD 88 (11/24/04)  320.84   (m)         1052.6    (f) LEVELING    3  
 AH9893
 AH9893.Superseded values are not recommended for survey control.
 AH9893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9893.See file dsdata.txt to determine how the superseded data were derived.
 AH9893
 AH9893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0561342755(NAD 83)
 AH9893_MARKER: DV = VERTICAL CONTROL DISK
 AH9893_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9893_STAMPING: 5402 C 1992
 AH9893_MARK LOGO: MNDT  
 AH9893_PROJECTION: FLUSH
 AH9893_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9893+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2004
 AH9893_ROD/PIPE-DEPTH: 11.3 meters
 AH9893
 AH9893  HISTORY     - Date     Condition        Report By
 AH9893  HISTORY     - 1992     MONUMENTED       MNDT
 AH9893  HISTORY     - 20040629 GOOD             MNDT
 AH9893
 AH9893                          STATION DESCRIPTION
 AH9893
 AH9893'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9893'THE MARK IS 3 MI (4.8 KM) NNW OF TWIN VALLEY, 0.75 MI (1.21 KM) NORTH
 AH9893'ALONG TH 200 FROM SOUTH JCT OF TH 200 AND TH 32, AT TH 200 MP 30.65,
 AH9893'74.5 FT (22.7 M) EAST OF TH 200, 122 FT (37.2 M) SOUTH OF P-POLE, 14.5
 AH9893'FT (4.4 M) NORTH OF FIELD ENT, 2.6 FT (0.8 M) NORTH OF A FENCE COR,
 AH9893'AND 1.2 FT (0.4 M) NORTH WIT POST.
 AH9893
 AH9893                          STATION RECOVERY (2004)
 AH9893
 AH9893'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AH9893'3 MILES NORTH-NORTHWEST OF TWIN VALLEY, 0.75 MILES NORTH ALONG TRUNK
 AH9893'HIGHWAY 200 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY
 AH9893'32, AT TRUNK HIGHWAY 200 MILEPOINT 30.65, 74.5 FEET EAST OF TRUNK
 AH9893'HIGHWAY 200, 122.0 FEET SOUTH OF POWER POLE, 14.5 FEET NORTH OF FIELD
 AH9893'ENTRANCE, 2.6 FEET NORTH OF FENCE CORNER, 1.2 FEET NORTH OF WITNESS
 AH9893'POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9891 ***********************************************************************
 AH9891  DESIGNATION -  5403 C
 AH9891  PID         -  AH9891
 AH9891  STATE/COUNTY-  MN/NORMAN
 AH9891  USGS QUAD   -  WAUKON (1965)
 AH9891
 AH9891                         *CURRENT SURVEY CONTROL
 AH9891  ___________________________________________________________________
 AH9891* NAD 83(1986)-  47 19 32.     (N)    096 14 15.     (W)     SCALED    
 AH9891* NAVD 88     -       333.353  (meters)    1093.68   (feet)  ADJUSTED  
 AH9891  ___________________________________________________________________
 AH9891  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AH9891  DYNAMIC HT  -         333.396 (meters)    1093.82  (feet)  COMP
 AH9891  MODELED GRAV-     980,731.8   (mgal)                       NAVD 88
 AH9891
 AH9891  VERT ORDER  -  SECOND    CLASS I
 AH9891
 AH9891.The horizontal coordinates were scaled from a topographic map and have
 AH9891.an estimated accuracy of +/- 6 seconds.
 AH9891
 AH9891.The orthometric height was determined by differential leveling
 AH9891.and adjusted by the National Geodetic Survey in June 2004..
 AH9891
 AH9891.The geoid height was determined by GEOID03.
 AH9891
 AH9891.The dynamic height is computed by dividing the NAVD 88
 AH9891.geopotential number by the normal gravity value computed on the
 AH9891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9891.degrees latitude (g = 980.6199 gals.).
 AH9891
 AH9891.The modeled gravity was interpolated from observed gravity values.
 AH9891
 AH9891;                    North         East    Units  Estimated Accuracy
 AH9891;SPC MN N     -   196,590.      562,910.      MT  (+/- 180 meters Scaled)
 AH9891
 AH9891                          SUPERSEDED SURVEY CONTROL
 AH9891
 AH9891.No superseded survey control is available for this station.
 AH9891
 AH9891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT087450(NAD 83)
 AH9891_MARKER: DB = BENCH MARK DISK
 AH9891_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH9891_STAMPING: 5403 C 1948
 AH9891_MARK LOGO: MNDT  
 AH9891_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9891+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 AH9891
 AH9891  HISTORY     - Date     Condition        Report By
 AH9891  HISTORY     - 1948     MONUMENTED       MNDT
 AH9891  HISTORY     - 19920819 GOOD             MNDT
 AH9891
 AH9891                          STATION DESCRIPTION
 AH9891
 AH9891'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9891'4.75 MI (7.64 KM) NNE OF TWIN VALLEY, 1.9 MI (3.1 KM) EAST ALONG TH
 AH9891'200 FROM NORTH JCT OF TH 200 AND TH 32, AT TH 200 MP 33.9, 48 FT (14.6
 AH9891'M) NORTH TH 200, AND 0.4 FT (12.2 CM) SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9890 ***********************************************************************
 AH9890  DESIGNATION -  5403 D
 AH9890  PID         -  AH9890
 AH9890  STATE/COUNTY-  MN/NORMAN
 AH9890  USGS QUAD   -  WAUKON (1965)
 AH9890
 AH9890                         *CURRENT SURVEY CONTROL
 AH9890  ___________________________________________________________________
 AH9890* NAD 83(1986)-  47 19 32.     (N)    096 12 58.     (W)     SCALED    
 AH9890* NAVD 88     -       338.756  (meters)    1111.40   (feet)  ADJUSTED  
 AH9890  ___________________________________________________________________
 AH9890  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AH9890  DYNAMIC HT  -         338.799 (meters)    1111.54  (feet)  COMP
 AH9890  MODELED GRAV-     980,730.1   (mgal)                       NAVD 88
 AH9890
 AH9890  VERT ORDER  -  SECOND    CLASS I
 AH9890
 AH9890.The horizontal coordinates were scaled from a topographic map and have
 AH9890.an estimated accuracy of +/- 6 seconds.
 AH9890
 AH9890.The orthometric height was determined by differential leveling
 AH9890.and adjusted by the National Geodetic Survey in June 2004..
 AH9890
 AH9890.The geoid height was determined by GEOID03.
 AH9890
 AH9890.The dynamic height is computed by dividing the NAVD 88
 AH9890.geopotential number by the normal gravity value computed on the
 AH9890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9890.degrees latitude (g = 980.6199 gals.).
 AH9890
 AH9890.The modeled gravity was interpolated from observed gravity values.
 AH9890
 AH9890;                    North         East    Units  Estimated Accuracy
 AH9890;SPC MN N     -   196,530.      564,520.      MT  (+/- 180 meters Scaled)
 AH9890
 AH9890                          SUPERSEDED SURVEY CONTROL
 AH9890
 AH9890.No superseded survey control is available for this station.
 AH9890
 AH9890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT103451(NAD 83)
 AH9890_MARKER: DB = BENCH MARK DISK
 AH9890_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH9890_STAMPING: 5403 D 1948
 AH9890_MARK LOGO: MNDT  
 AH9890_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9890+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 AH9890
 AH9890  HISTORY     - Date     Condition        Report By
 AH9890  HISTORY     - 1948     MONUMENTED       MNDT
 AH9890  HISTORY     - 19920819 GOOD             MNDT
 AH9890
 AH9890                          STATION DESCRIPTION
 AH9890
 AH9890'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9890'THE MARK WAS RECOVERED 5 MI (8.0 KM) NE OF TWIN VALLEY, 3.0 MI (4.8
 AH9890'KM) EAST ALONG TH 200 FROM NORTH JCT OF TH 200 AND TH 32, AT TH 200 MP
 AH9890'34.85, 180 FT (54.9 M) WEST OF CO RD 166, 57 FT (17.4 M) NORTH OF TH
 AH9890'200, AND 0.4 FT (12.2 CM) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9889 ***********************************************************************
 AH9889  DESIGNATION -  5403 E
 AH9889  PID         -  AH9889
 AH9889  STATE/COUNTY-  MN/NORMAN
 AH9889  USGS QUAD   -  WAUKON (1965)
 AH9889
 AH9889                         *CURRENT SURVEY CONTROL
 AH9889  ___________________________________________________________________
 AH9889* NAD 83(1986)-  47 19 33.     (N)    096 11 43.     (W)     SCALED    
 AH9889* NAVD 88     -       343.366  (meters)    1126.53   (feet)  ADJUSTED  
 AH9889  ___________________________________________________________________
 AH9889  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AH9889  DYNAMIC HT  -         343.410 (meters)    1126.67  (feet)  COMP
 AH9889  MODELED GRAV-     980,729.9   (mgal)                       NAVD 88
 AH9889
 AH9889  VERT ORDER  -  SECOND    CLASS I
 AH9889
 AH9889.The horizontal coordinates were scaled from a topographic map and have
 AH9889.an estimated accuracy of +/- 6 seconds.
 AH9889
 AH9889.The orthometric height was determined by differential leveling
 AH9889.and adjusted by the National Geodetic Survey in June 2004..
 AH9889
 AH9889.The geoid height was determined by GEOID03.
 AH9889
 AH9889.The dynamic height is computed by dividing the NAVD 88
 AH9889.geopotential number by the normal gravity value computed on the
 AH9889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9889.degrees latitude (g = 980.6199 gals.).
 AH9889
 AH9889.The modeled gravity was interpolated from observed gravity values.
 AH9889
 AH9889;                    North         East    Units  Estimated Accuracy
 AH9889;SPC MN N     -   196,500.      566,100.      MT  (+/- 180 meters Scaled)
 AH9889
 AH9889                          SUPERSEDED SURVEY CONTROL
 AH9889
 AH9889.No superseded survey control is available for this station.
 AH9889
 AH9889_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT119451(NAD 83)
 AH9889_MARKER: DB = BENCH MARK DISK
 AH9889_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH9889_STAMPING: 5403 E 1948
 AH9889_MARK LOGO: MNDT  
 AH9889_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9889+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 AH9889
 AH9889  HISTORY     - Date     Condition        Report By
 AH9889  HISTORY     - 1948     MONUMENTED       MNDT
 AH9889  HISTORY     - 19920819 GOOD             MNDT
 AH9889
 AH9889                          STATION DESCRIPTION
 AH9889
 AH9889'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9889'5.3 MI (8.5 KM) NE OF TWIN VALLEY, 2.95 MI (4.75 KM) EAST ALONG TH 200
 AH9889'FROM NORTH JCT OF TH 200 AND TH 32, AT TH 200 MP 35.95, 169 FT (51.5
 AH9889'M) WEST OF CO RD 36, 58 FT (17.7 M) NORTH OF TH 200, AND 1.0 FT (0.3
 AH9889'M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9888 ***********************************************************************
 AH9888  DESIGNATION -  5403 F
 AH9888  PID         -  AH9888
 AH9888  STATE/COUNTY-  MN/NORMAN
 AH9888  USGS QUAD   -  WAUKON (1965)
 AH9888
 AH9888                         *CURRENT SURVEY CONTROL
 AH9888  ___________________________________________________________________
 AH9888* NAD 83(1986)-  47 19 33.     (N)    096 10 25.     (W)     SCALED    
 AH9888* NAVD 88     -       345.739  (meters)    1134.31   (feet)  ADJUSTED  
 AH9888  ___________________________________________________________________
 AH9888  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AH9888  DYNAMIC HT  -         345.783 (meters)    1134.46  (feet)  COMP
 AH9888  MODELED GRAV-     980,730.4   (mgal)                       NAVD 88
 AH9888
 AH9888  VERT ORDER  -  SECOND    CLASS I
 AH9888
 AH9888.The horizontal coordinates were scaled from a topographic map and have
 AH9888.an estimated accuracy of +/- 6 seconds.
 AH9888
 AH9888.The orthometric height was determined by differential leveling
 AH9888.and adjusted by the National Geodetic Survey in June 2004..
 AH9888
 AH9888.The geoid height was determined by GEOID03.
 AH9888
 AH9888.The dynamic height is computed by dividing the NAVD 88
 AH9888.geopotential number by the normal gravity value computed on the
 AH9888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9888.degrees latitude (g = 980.6199 gals.).
 AH9888
 AH9888.The modeled gravity was interpolated from observed gravity values.
 AH9888
 AH9888;                    North         East    Units  Estimated Accuracy
 AH9888;SPC MN N     -   196,430.      567,730.      MT  (+/- 180 meters Scaled)
 AH9888
 AH9888                          SUPERSEDED SURVEY CONTROL
 AH9888
 AH9888.No superseded survey control is available for this station.
 AH9888
 AH9888_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT135452(NAD 83)
 AH9888_MARKER: DB = BENCH MARK DISK
 AH9888_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH9888_STAMPING: 5403 F 1948
 AH9888_MARK LOGO: MNDT  
 AH9888_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9888+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 AH9888
 AH9888  HISTORY     - Date     Condition        Report By
 AH9888  HISTORY     - 1948     MONUMENTED       MNDT
 AH9888  HISTORY     - 19920819 GOOD             MNDT
 AH9888
 AH9888                          STATION DESCRIPTION
 AH9888
 AH9888'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9888'6 MI (9.7 KM) NE OF TWIN VALLEY, 4.95 MI (7.97 KM) EAST ALONG TH 200
 AH9888'FROM NORTH JCT OF TH 200 AND TH 32, AT TH 200 MP 36.85, 98 FT (29.9 M)
 AH9888'WEST OF CO RD 170, 17.3 FT (5.3 M) WEST OF P-POLE, AND 0.6 FT (18.3
 AH9888'CM) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9887 ***********************************************************************
 AH9887  DESIGNATION -  5403 G
 AH9887  PID         -  AH9887
 AH9887  STATE/COUNTY-  MN/NORMAN
 AH9887  USGS QUAD   -  WAUKON (1965)
 AH9887
 AH9887                         *CURRENT SURVEY CONTROL
 AH9887  ___________________________________________________________________
 AH9887* NAD 83(1986)-  47 19 30.     (N)    096 09 06.     (W)     SCALED    
 AH9887* NAVD 88     -       346.889  (meters)    1138.09   (feet)  ADJUSTED  
 AH9887  ___________________________________________________________________
 AH9887  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AH9887  DYNAMIC HT  -         346.934 (meters)    1138.23  (feet)  COMP
 AH9887  MODELED GRAV-     980,731.1   (mgal)                       NAVD 88
 AH9887
 AH9887  VERT ORDER  -  SECOND    CLASS I
 AH9887
 AH9887.The horizontal coordinates were scaled from a topographic map and have
 AH9887.an estimated accuracy of +/- 6 seconds.
 AH9887
 AH9887.The orthometric height was determined by differential leveling
 AH9887.and adjusted by the National Geodetic Survey in June 2004..
 AH9887
 AH9887.The geoid height was determined by GEOID03.
 AH9887
 AH9887.The dynamic height is computed by dividing the NAVD 88
 AH9887.geopotential number by the normal gravity value computed on the
 AH9887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9887.degrees latitude (g = 980.6199 gals.).
 AH9887
 AH9887.The modeled gravity was interpolated from observed gravity values.
 AH9887
 AH9887;                    North         East    Units  Estimated Accuracy
 AH9887;SPC MN N     -   196,270.      569,390.      MT  (+/- 180 meters Scaled)
 AH9887
 AH9887                          SUPERSEDED SURVEY CONTROL
 AH9887
 AH9887.No superseded survey control is available for this station.
 AH9887
 AH9887_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT152452(NAD 83)
 AH9887_MARKER: DB = BENCH MARK DISK
 AH9887_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH9887_STAMPING: 5403 G 1948
 AH9887_MARK LOGO: MNDT  
 AH9887_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9887+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 AH9887
 AH9887  HISTORY     - Date     Condition        Report By
 AH9887  HISTORY     - 1948     MONUMENTED       MNDT
 AH9887  HISTORY     - 19920819 GOOD             MNDT
 AH9887
 AH9887                          STATION DESCRIPTION
 AH9887
 AH9887'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9887'6.8 MI (10.9 KM) NE OF TWIN VALLEY, 5.95 MI (9.58 KM) EAST ALONG TH
 AH9887'200 FROM NORTH JCT OF TH 200 AND TH 32, 58 FT (17.7 M) SOUTH OF TH
 AH9887'200, 100 FT (30.5 M) EAST OF CO RD 173, 40.6 FT (12.4 M) NORTH OF
 AH9887'P-POLE, AND 1.0 FT (0.3 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9164 ***********************************************************************
 AF9164  DESIGNATION -  5403 H
 AF9164  PID         -  AF9164
 AF9164  STATE/COUNTY-  MN/NORMAN
 AF9164  USGS QUAD   -  WAUKON (1965)
 AF9164
 AF9164                         *CURRENT SURVEY CONTROL
 AF9164  ___________________________________________________________________
 AF9164* NAD 83(1996)-  47 19 31.60238(N)    096 07 52.12090(W)     ADJUSTED  
 AF9164* NAVD 88     -       349.730  (meters)    1147.41   (feet)  ADJUSTED  
 AF9164  ___________________________________________________________________
 AF9164  X           -    -462,610.639 (meters)                     COMP
 AF9164  Y           -  -4,306,600.223 (meters)                     COMP
 AF9164  Z           -   4,666,602.352 (meters)                     COMP
 AF9164  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AF9164  ELLIP HEIGHT-         322.95  (meters)          (07/17/98) GPS OBS
 AF9164  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AF9164  DYNAMIC HT  -         349.776 (meters)    1147.56  (feet)  COMP
 AF9164  MODELED GRAV-     980,731.7   (mgal)                       NAVD 88
 AF9164
 AF9164  HORZ ORDER  -  FIRST
 AF9164  VERT ORDER  -  SECOND    CLASS I
 AF9164  ELLP ORDER  -  FOURTH    CLASS I
 AF9164
 AF9164.The horizontal coordinates were established by GPS observations
 AF9164.and adjusted by the National Geodetic Survey in July 1998..
 AF9164
 AF9164.The orthometric height was determined by differential leveling
 AF9164.and adjusted by the National Geodetic Survey in June 2004..
 AF9164
 AF9164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9164
 AF9164.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9164
 AF9164.The ellipsoidal height was determined by GPS observations
 AF9164.and is referenced to NAD 83.
 AF9164
 AF9164.The geoid height was determined by GEOID03.
 AF9164
 AF9164.The dynamic height is computed by dividing the NAVD 88
 AF9164.geopotential number by the normal gravity value computed on the
 AF9164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9164.degrees latitude (g = 980.6199 gals.).
 AF9164
 AF9164.The modeled gravity was interpolated from observed gravity values.
 AF9164
 AF9164;                    North         East     Units Scale Factor Converg.
 AF9164;SPC MN N     -   196,259.346   570,938.813   MT  0.99994217   -2 14 48.3
 AF9164;UTM  14      - 5,245,322.281   716,771.220   MT  1.00017752   +2 06 36.2
 AF9164
 AF9164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9164!SPC MN N     -   0.99994938  x   0.99994217  =   0.99989156
 AF9164!UTM  14      -   0.99994938  x   1.00017752  =   1.00012689
 AF9164
 AF9164                          SUPERSEDED SURVEY CONTROL
 AF9164
 AF9164  NAVD 88 (07/17/98)  349.74   (m)         1147.4    (f) LEVELING    3  
 AF9164
 AF9164.Superseded values are not recommended for survey control.
 AF9164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9164.See file dsdata.txt to determine how the superseded data were derived.
 AF9164
 AF9164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT1677145322(NAD 83)
 AF9164_MARKER: DB = BENCH MARK DISK
 AF9164_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AF9164_STAMPING: 5403 H 1948
 AF9164_MARK LOGO: MNDT  
 AF9164_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF9164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9164+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 AF9164
 AF9164  HISTORY     - Date     Condition        Report By
 AF9164  HISTORY     - 1948     MONUMENTED       MNHD
 AF9164  HISTORY     - 19920819 GOOD             MNDT
 AF9164  HISTORY     - 20050411 MARK NOT FOUND   MNDT
 AF9164
 AF9164                          STATION DESCRIPTION
 AF9164
 AF9164'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AF9164'THE MARK IS 7.6 MI (12.2 KM) NE OF TWIN VALLEY, 3.1 MI (5.0 KM) WEST
 AF9164'OF NORMAN MAHNOMEN COUNTY LINE, 7.0 MI (11.3 KM) EAST ALONG TH 200
 AF9164'FROM NORTH JCT OF TH 200 AND TH 32, AT TH 200 MP 38.8, 57.5 FT (17.5
 AF9164'M) NORTH OF TH 200, 112.5 FT (34.3 M) WEST OF CO RD 36 NORTH, 41.3 FT
 AF9164'(12.6 M) NNE OF TH 200 SIGN POST, 130.6 FT (39.8 M) SW OF R/W POST, 47
 AF9164'FT (14.3 M) SOUTH OF FIELD ENT, AND 3.0 FT (0.9 M) WEST OF WIT POST.
 AF9164
 AF9164                          STATION RECOVERY (2005)
 AF9164
 AF9164'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AF9164'6.99 MILES EAST ON TRUNK HIGHWAY 200 FROM NORTH JUNCTION OF TRUNK
 AF9164'HIGHWAY 200 AND TRUNK HIGHWAY 32, AT JUNCTION OF TRUNK HIGHWAY 200
 AF9164'(OLD TRUNK HIGHWAY 31) AND COUNTY ROAD 7 NORTH, AT TRUNK HIGHWAY 200
 AF9164'MILEPOINT 38.90, 58 FEET NORTH OF TRUNK HIGHWAY 200, 113 FEET WEST OF
 AF9164'COUNTY ROAD 36 NORTH, AT TRUNK HIGHWAY 200 STATION 1048+12, 130.6 FEET
 AF9164'SOUTHWEST OF RIGHT OF WAY POST, 47 FEET SOUTH OF FIELD ENTRANCE
 AF9164'EXTENDED, 41.3 FEET NORTH-NORTHEAST OF TRUNK HIGHWAY 200 SIGN POST, 3
 AF9164'FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9885 ***********************************************************************
 AH9885  DESIGNATION -  5403 I
 AH9885  PID         -  AH9885
 AH9885  STATE/COUNTY-  MN/NORMAN
 AH9885  USGS QUAD   -  FAITH (1966)
 AH9885
 AH9885                         *CURRENT SURVEY CONTROL
 AH9885  ___________________________________________________________________
 AH9885* NAD 83(1986)-  47 19 30.     (N)    096 06 36.     (W)     SCALED    
 AH9885* NAVD 88     -       353.604  (meters)    1160.12   (feet)  ADJUSTED  
 AH9885  ___________________________________________________________________
 AH9885  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AH9885  DYNAMIC HT  -         353.650 (meters)    1160.27  (feet)  COMP
 AH9885  MODELED GRAV-     980,732.0   (mgal)                       NAVD 88
 AH9885
 AH9885  VERT ORDER  -  SECOND    CLASS I
 AH9885
 AH9885.The horizontal coordinates were scaled from a topographic map and have
 AH9885.an estimated accuracy of +/- 6 seconds.
 AH9885
 AH9885.The orthometric height was determined by differential leveling
 AH9885.and adjusted by the National Geodetic Survey in June 2004..
 AH9885
 AH9885.The geoid height was determined by GEOID03.
 AH9885
 AH9885.The dynamic height is computed by dividing the NAVD 88
 AH9885.geopotential number by the normal gravity value computed on the
 AH9885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9885.degrees latitude (g = 980.6199 gals.).
 AH9885
 AH9885.The modeled gravity was interpolated from observed gravity values.
 AH9885
 AH9885;                    North         East    Units  Estimated Accuracy
 AH9885;SPC MN N     -   196,150.      572,530.      MT  (+/- 180 meters Scaled)
 AH9885
 AH9885                          SUPERSEDED SURVEY CONTROL
 AH9885
 AH9885.No superseded survey control is available for this station.
 AH9885
 AH9885_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT183453(NAD 83)
 AH9885_MARKER: DB = BENCH MARK DISK
 AH9885_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH9885_STAMPING: 5403 I 1948
 AH9885_MARK LOGO: MNDT  
 AH9885_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9885+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 AH9885
 AH9885  HISTORY     - Date     Condition        Report By
 AH9885  HISTORY     - 1948     MONUMENTED       MNDT
 AH9885  HISTORY     - 19920819 GOOD             MNDT
 AH9885
 AH9885                          STATION DESCRIPTION
 AH9885
 AH9885'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9885'THE MARK WAS RECOVERED 6.85 MI (11.02 KM) WEST OF MAHNOMEN, 6.85 MI
 AH9885'(11.02 KM) WEST ALONG TH 200 FROM JCT OF TH 200 AND TH 59 IN MAHNOMEN,
 AH9885'AT TH 200 MP 39.85, 58 FT (17.7 M) SOUTH OF TH 200, 40 FT (12.2 M)
 AH9885'WEST OF GRAVEL RD SOUTH, 5.3 FT (1.6 M) WEST OF P-POLE, AND 0.4 FT
 AH9885'(12.2 CM) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9884 ***********************************************************************
 AH9884  DESIGNATION -  5403 J
 AH9884  PID         -  AH9884
 AH9884  STATE/COUNTY-  MN/NORMAN
 AH9884  USGS QUAD   -  FAITH (1966)
 AH9884
 AH9884                         *CURRENT SURVEY CONTROL
 AH9884  ___________________________________________________________________
 AH9884* NAD 83(1986)-  47 19 30.     (N)    096 05 16.     (W)     SCALED    
 AH9884* NAVD 88     -       359.229  (meters)    1178.57   (feet)  ADJUSTED  
 AH9884  ___________________________________________________________________
 AH9884  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AH9884  DYNAMIC HT  -         359.276 (meters)    1178.72  (feet)  COMP
 AH9884  MODELED GRAV-     980,732.1   (mgal)                       NAVD 88
 AH9884
 AH9884  VERT ORDER  -  SECOND    CLASS I
 AH9884
 AH9884.The horizontal coordinates were scaled from a topographic map and have
 AH9884.an estimated accuracy of +/- 6 seconds.
 AH9884
 AH9884.The orthometric height was determined by differential leveling
 AH9884.and adjusted by the National Geodetic Survey in June 2004..
 AH9884
 AH9884.The geoid height was determined by GEOID03.
 AH9884
 AH9884.The dynamic height is computed by dividing the NAVD 88
 AH9884.geopotential number by the normal gravity value computed on the
 AH9884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9884.degrees latitude (g = 980.6199 gals.).
 AH9884
 AH9884.The modeled gravity was interpolated from observed gravity values.
 AH9884
 AH9884;                    North         East    Units  Estimated Accuracy
 AH9884;SPC MN N     -   196,080.      574,210.      MT  (+/- 180 meters Scaled)
 AH9884
 AH9884                          SUPERSEDED SURVEY CONTROL
 AH9884
 AH9884.No superseded survey control is available for this station.
 AH9884
 AH9884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT200453(NAD 83)
 AH9884_MARKER: DB = BENCH MARK DISK
 AH9884_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH9884_STAMPING: 5403 J 1948
 AH9884_MARK LOGO: MNDT  
 AH9884_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9884+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 AH9884
 AH9884  HISTORY     - Date     Condition        Report By
 AH9884  HISTORY     - 1948     MONUMENTED       MNDT
 AH9884  HISTORY     - 19920817 GOOD             MNDT
 AH9884
 AH9884                          STATION DESCRIPTION
 AH9884
 AH9884'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9884'5.8 MI (9.3 KM) WEST OF MAHNOMEN, 5.8 MI (9.3 KM) WEST ALONG TH 200
 AH9884'FROM JCT OF TH 200 AND TH 59 IN MAHNOMEN, AT TH 200 MP 40.9, 52 FT
 AH9884'(15.8 M) SOUTH OF TH 200, 72.5 FT (22.1 M) EAST OF CO RD 40, AND 0.6
 AH9884'FT (18.3 CM) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9903 ***********************************************************************
 AH9903  DESIGNATION -  5403 L
 AH9903  PID         -  AH9903
 AH9903  STATE/COUNTY-  MN/NORMAN
 AH9903  USGS QUAD   -  WAUKON (1965)
 AH9903
 AH9903                         *CURRENT SURVEY CONTROL
 AH9903  ___________________________________________________________________
 AH9903* NAD 83(1986)-  47 19 31.     (N)    096 14 31.     (W)     SCALED    
 AH9903* NAVD 88     -       327.725  (meters)    1075.21   (feet)  ADJUSTED  
 AH9903  ___________________________________________________________________
 AH9903  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AH9903  DYNAMIC HT  -         327.767 (meters)    1075.35  (feet)  COMP
 AH9903  MODELED GRAV-     980,732.2   (mgal)                       NAVD 88
 AH9903
 AH9903  VERT ORDER  -  SECOND    CLASS I
 AH9903
 AH9903.The horizontal coordinates were scaled from a topographic map and have
 AH9903.an estimated accuracy of +/- 6 seconds.
 AH9903
 AH9903.The orthometric height was determined by differential leveling
 AH9903.and adjusted by the National Geodetic Survey in June 2004..
 AH9903
 AH9903.The geoid height was determined by GEOID03.
 AH9903
 AH9903.The dynamic height is computed by dividing the NAVD 88
 AH9903.geopotential number by the normal gravity value computed on the
 AH9903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9903.degrees latitude (g = 980.6199 gals.).
 AH9903
 AH9903.The modeled gravity was interpolated from observed gravity values.
 AH9903
 AH9903;                    North         East    Units  Estimated Accuracy
 AH9903;SPC MN N     -   196,580.      562,570.      MT  (+/- 180 meters Scaled)
 AH9903
 AH9903                          SUPERSEDED SURVEY CONTROL
 AH9903
 AH9903.No superseded survey control is available for this station.
 AH9903
 AH9903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT084450(NAD 83)
 AH9903_MARKER: DB = BENCH MARK DISK
 AH9903_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9903_SP_SET: BRIDGE ABUTMENT
 AH9903_STAMPING: 5403 L 1992
 AH9903_MARK LOGO: MNDT  
 AH9903_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9903+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9903
 AH9903  HISTORY     - Date     Condition        Report By
 AH9903  HISTORY     - 1992     MONUMENTED       MNDT
 AH9903
 AH9903                          STATION DESCRIPTION
 AH9903
 AH9903'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9903'THE MARK IS SET IN SE COR OF BRDG ABUT, 4.5 MI (7.2 KM) NNE OF TWIN
 AH9903'VALLEY, 1.7 MI (2.7 KM) EAST ALONG TH 200 FROM NORTH JCT OF TH 200 AND
 AH9903'TH 32, AT TH 200 MP 33.7, 15.8 FT (4.8 M) SOUTH OF TH 200.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9892 ***********************************************************************
 AH9892  DESIGNATION -  5403 M
 AH9892  PID         -  AH9892
 AH9892  STATE/COUNTY-  MN/NORMAN
 AH9892  USGS QUAD   -  TWIN VALLEY (1965)
 AH9892
 AH9892                         *CURRENT SURVEY CONTROL
 AH9892  ___________________________________________________________________
 AH9892* NAD 83(1986)-  47 19 31.     (N)    096 15 28.     (W)     SCALED    
 AH9892* NAVD 88     -       327.342  (meters)    1073.95   (feet)  ADJUSTED  
 AH9892  ___________________________________________________________________
 AH9892  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AH9892  DYNAMIC HT  -         327.385 (meters)    1074.10  (feet)  COMP
 AH9892  MODELED GRAV-     980,734.0   (mgal)                       NAVD 88
 AH9892
 AH9892  VERT ORDER  -  SECOND    CLASS I
 AH9892
 AH9892.The horizontal coordinates were scaled from a topographic map and have
 AH9892.an estimated accuracy of +/- 6 seconds.
 AH9892
 AH9892.The orthometric height was determined by differential leveling
 AH9892.and adjusted by the National Geodetic Survey in June 2004..
 AH9892
 AH9892.The geoid height was determined by GEOID03.
 AH9892
 AH9892.The dynamic height is computed by dividing the NAVD 88
 AH9892.geopotential number by the normal gravity value computed on the
 AH9892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9892.degrees latitude (g = 980.6199 gals.).
 AH9892
 AH9892.The modeled gravity was interpolated from observed gravity values.
 AH9892
 AH9892;                    North         East    Units  Estimated Accuracy
 AH9892;SPC MN N     -   196,620.      561,370.      MT  (+/- 180 meters Scaled)
 AH9892
 AH9892                          SUPERSEDED SURVEY CONTROL
 AH9892
 AH9892.No superseded survey control is available for this station.
 AH9892
 AH9892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT072449(NAD 83)
 AH9892_MARKER: DV = VERTICAL CONTROL DISK
 AH9892_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9892_STAMPING: 5403 M 1992
 AH9892_MARK LOGO: MNDT  
 AH9892_PROJECTION: FLUSH
 AH9892_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9892+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9892_ROD/PIPE-DEPTH: 10.1 meters
 AH9892
 AH9892  HISTORY     - Date     Condition        Report By
 AH9892  HISTORY     - 1992     MONUMENTED       MNDT
 AH9892
 AH9892                          STATION DESCRIPTION
 AH9892
 AH9892'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9892'THE MARK IS 4.5 MI (7.2 KM) NNE OF TWIN VALLEY, 1.0 MI (1.6 KM) EAST
 AH9892'ALONG TH 200 FROM NORTH JCT OF TH 200 AND TH 32, AT TH 200 MP 32.9, 95
 AH9892'FT (29.0 M) SOUTH OF TH 200, 60 FT (18.3 M) EAST OF CO RD 160, 3.5 FT
 AH9892'(1.1 M) SSW OF P-POLE, 1.5 FT (0.5 M) WEST OF FENCE LINE, AND 1.5 FT
 AH9892'(0.5 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8474 ***********************************************************************
 DG8474  DESIGNATION -  5404 G
 DG8474  PID         -  DG8474
 DG8474  STATE/COUNTY-  MN/NORMAN
 DG8474  USGS QUAD   -  SYRE (1965)
 DG8474
 DG8474                         *CURRENT SURVEY CONTROL
 DG8474  ___________________________________________________________________
 DG8474* NAD 83(1996)-  47 14 17.58333(N)    096 15 32.81502(W)     ADJUSTED  
 DG8474* NAVD 88     -       332.96   (meters)    1092.4    (feet)  LEVELING  
 DG8474  ___________________________________________________________________
 DG8474  X           -    -473,003.895 (meters)                     COMP
 DG8474  Y           -  -4,312,627.722 (meters)                     COMP
 DG8474  Z           -   4,660,010.975 (meters)                     COMP
 DG8474  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 DG8474  ELLIP HEIGHT-         306.28  (meters)          (11/24/04) GPS OBS
 DG8474  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 DG8474
 DG8474  HORZ ORDER  -  FIRST
 DG8474  VERT ORDER  -  THIRD ?
 DG8474  ELLP ORDER  -  THIRD     CLASS II
 DG8474
 DG8474.The horizontal coordinates were established by GPS observations
 DG8474.and adjusted by the MN DEPT OF TRANSP in November 2004..
 DG8474
 DG8474.The orthometric height was determined by differential leveling.
 DG8474.The vertical network tie was performed by a horz. field party for horz.
 DG8474.obs reductions. Reset procedures were used to establish the elevation.
 DG8474
 DG8474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8474
 DG8474.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8474
 DG8474.The ellipsoidal height was determined by GPS observations
 DG8474.and is referenced to NAD 83.
 DG8474
 DG8474.The geoid height was determined by GEOID03.
 DG8474
 DG8474;                    North         East     Units Scale Factor Converg.
 DG8474;SPC MN N     -   186,957.516   560,877.255   MT  0.99995676   -2 20 29.8
 DG8474;UTM  14      - 5,235,281.117   707,443.275   MT  1.00012889   +2 00 46.9
 DG8474
 DG8474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8474!SPC MN N     -   0.99995199  x   0.99995676  =   0.99990876
 DG8474!UTM  14      -   0.99995199  x   1.00012889  =   1.00008088
 DG8474
 DG8474:                Primary Azimuth Mark                     Grid Az
 DG8474:SPC MN N     -  5404 N                                   182 59 12.5
 DG8474:UTM  14      -  5404 N                                   178 37 55.8
 DG8474
 DG8474|---------------------------------------------------------------------|
 DG8474| PID    Reference Object                     Distance      Geod. Az  |
 DG8474|                                                           dddmmss.s |
 DG8474| DG8477 5404 N                              APPROX. 1.6 KM 1803842.7 |
 DG8474| DG8476 5404 M                              434.193 METERS 3591204.9 |
 DG8474|---------------------------------------------------------------------|
 DG8474
 DG8474                          SUPERSEDED SURVEY CONTROL
 DG8474
 DG8474.No superseded survey control is available for this station.
 DG8474
 DG8474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0744335281(NAD 83)
 DG8474_MARKER: DB = BENCH MARK DISK
 DG8474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8474_STAMPING: 5404 G 1953
 DG8474_MARK LOGO: MNDT  
 DG8474_PROJECTION: PROJECTING 3 CENTIMETERS
 DG8474_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG8474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8474+STABILITY: SURFACE MOTION
 DG8474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8474+SATELLITE: SATELLITE OBSERVATIONS - 1953
 DG8474
 DG8474  HISTORY     - Date     Condition        Report By
 DG8474  HISTORY     - 1953     MONUMENTED       MNDT
 DG8474
 DG8474                          STATION DESCRIPTION
 DG8474
 DG8474'DESCRIBED BY MN DEPT OF TRANSP 1953
 DG8474'1.5 MILES SOUTH OF TWIN VALLEY, AT TRUNK HIGHWAY 32 STATION 1326+17,
 DG8474'1.55 MILES SOUTH ALONG TRUNK HIGHWAY 32 FROM THE JUNCTION OF TRUNK
 DG8474'HIGHWAY 32 AND COUNTY ROAD 29 IN TWIN VALLEY, AT TRUNK HIGHWAY 32
 DG8474'MILEPOINT 40.45, 75.0 FEET WEST OF TRUNK HIGHWAY 32, 39.0 FEET NORTH
 DG8474'OF 160 AVENUE, 0.40 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8475 ***********************************************************************
 DG8475  DESIGNATION -  5404 L
 DG8475  PID         -  DG8475
 DG8475  STATE/COUNTY-  MN/NORMAN
 DG8475  USGS QUAD   -  TWIN VALLEY (1965)
 DG8475
 DG8475                         *CURRENT SURVEY CONTROL
 DG8475  ___________________________________________________________________
 DG8475* NAD 83(1996)-  47 16 13.97299(N)    096 16 09.18505(W)     ADJUSTED  
 DG8475* NAVD 88     -       324.42   (meters)    1064.4    (feet)  LEVELING  
 DG8475  ___________________________________________________________________
 DG8475  X           -    -473,475.425 (meters)                     COMP
 DG8475  Y           -  -4,309,914.521 (meters)                     COMP
 DG8475  Z           -   4,662,444.453 (meters)                     COMP
 DG8475  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 DG8475  ELLIP HEIGHT-         297.71  (meters)          (11/24/04) GPS OBS
 DG8475  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 DG8475
 DG8475  HORZ ORDER  -  FIRST
 DG8475  VERT ORDER  -  THIRD ?
 DG8475  ELLP ORDER  -  THIRD     CLASS II
 DG8475
 DG8475.The horizontal coordinates were established by GPS observations
 DG8475.and adjusted by the MN DEPT OF TRANSP in November 2004..
 DG8475
 DG8475.The orthometric height was determined by differential leveling.
 DG8475.The vertical network tie was performed by a horz. field party for horz.
 DG8475.obs reductions. Reset procedures were used to establish the elevation.
 DG8475
 DG8475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8475
 DG8475.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8475
 DG8475.The ellipsoidal height was determined by GPS observations
 DG8475.and is referenced to NAD 83.
 DG8475
 DG8475.The geoid height was determined by GEOID03.
 DG8475
 DG8475;                    North         East     Units Scale Factor Converg.
 DG8475;SPC MN N     -   190,579.997   560,260.292   MT  0.99995109   -2 20 56.7
 DG8475;UTM  14      - 5,238,846.902   706,552.852   MT  1.00012436   +2 00 23.9
 DG8475
 DG8475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8475!SPC MN N     -   0.99995334  x   0.99995109  =   0.99990443
 DG8475!UTM  14      -   0.99995334  x   1.00012436  =   1.00007769
 DG8475
 DG8475                          SUPERSEDED SURVEY CONTROL
 DG8475
 DG8475.No superseded survey control is available for this station.
 DG8475
 DG8475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0655338847(NAD 83)
 DG8475_MARKER: DD = SURVEY DISK
 DG8475_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8475_STAMPING: 5404 L 2003
 DG8475_MARK LOGO: MNDT  
 DG8475_PROJECTION: FLUSH
 DG8475_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8475+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8475_ROD/PIPE-DEPTH:  7.6 meters
 DG8475
 DG8475  HISTORY     - Date     Condition        Report By
 DG8475  HISTORY     - 2004     MONUMENTED       MNDT
 DG8475
 DG8475                          STATION DESCRIPTION
 DG8475
 DG8475'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8475'1.0 MILES NORTHWEST OF TWIN VALLEY, 0.90 MI NORTH-NORTHWEST ALONG
 DG8475'TRUNK HIGHWAY 32 FROM THE JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD
 DG8475'29 (COUNTY ROAD 49) IN TWIN VALLEY, AT TRUNK HIGHWAY 32 MILEPOINT
 DG8475'42.90, 72.4 FEET NORTHEAST OF TRUNK HIGHWAY 32, 45.5 FEET SOUTHEAST OF
 DG8475'ENTRANCE, 1.7 FEET SOUTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8476 ***********************************************************************
 DG8476  DESIGNATION -  5404 M
 DG8476  PID         -  DG8476
 DG8476  STATE/COUNTY-  MN/NORMAN
 DG8476  USGS QUAD   -  SYRE (1965)
 DG8476
 DG8476                         *CURRENT SURVEY CONTROL
 DG8476  ___________________________________________________________________
 DG8476* NAD 83(1996)-  47 14 31.64166(N)    096 15 33.10278(W)     ADJUSTED  
 DG8476* NAVD 88     -       332.76   (meters)    1091.7    (feet)  LEVELING  
 DG8476  ___________________________________________________________________
 DG8476  X           -    -472,975.143 (meters)                     COMP
 DG8476  Y           -  -4,312,310.056 (meters)                     COMP
 DG8476  Z           -   4,660,305.599 (meters)                     COMP
 DG8476  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DG8476  ELLIP HEIGHT-         306.08  (meters)          (11/24/04) GPS OBS
 DG8476  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 DG8476
 DG8476  HORZ ORDER  -  FIRST
 DG8476  VERT ORDER  -  THIRD ?
 DG8476  ELLP ORDER  -  THIRD     CLASS II
 DG8476
 DG8476.The horizontal coordinates were established by GPS observations
 DG8476.and adjusted by the MN DEPT OF TRANSP in November 2004..
 DG8476
 DG8476.The orthometric height was determined by differential leveling.
 DG8476.The vertical network tie was performed by a horz. field party for horz.
 DG8476.obs reductions. Reset procedures were used to establish the elevation.
 DG8476
 DG8476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8476
 DG8476.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8476
 DG8476.The ellipsoidal height was determined by GPS observations
 DG8476.and is referenced to NAD 83.
 DG8476
 DG8476.The geoid height was determined by GEOID03.
 DG8476
 DG8476;                    North         East     Units Scale Factor Converg.
 DG8476;SPC MN N     -   187,391.532   560,888.946   MT  0.99995606   -2 20 30.0
 DG8476;UTM  14      - 5,235,714.843   707,421.973   MT  1.00012878   +2 00 47.1
 DG8476
 DG8476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8476!SPC MN N     -   0.99995203  x   0.99995606  =   0.99990809
 DG8476!UTM  14      -   0.99995203  x   1.00012878  =   1.00008080
 DG8476
 DG8476:                Primary Azimuth Mark                     Grid Az
 DG8476:SPC MN N     -  5404 G                                   181 32 34.7
 DG8476:UTM  14      -  5404 G                                   177 11 17.6
 DG8476
 DG8476|---------------------------------------------------------------------|
 DG8476| PID    Reference Object                     Distance      Geod. Az  |
 DG8476|                                                           dddmmss.s |
 DG8476| DG8474 5404 G                              434.193 METERS 1791204.7 |
 DG8476|---------------------------------------------------------------------|
 DG8476
 DG8476                          SUPERSEDED SURVEY CONTROL
 DG8476
 DG8476.No superseded survey control is available for this station.
 DG8476
 DG8476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0742235715(NAD 83)
 DG8476_MARKER: DD = SURVEY DISK
 DG8476_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8476_STAMPING: 5404 M 2004
 DG8476_MARK LOGO: MNDT  
 DG8476_PROJECTION: FLUSH
 DG8476_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8476+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8476_ROD/PIPE-DEPTH:  9.1 meters
 DG8476
 DG8476  HISTORY     - Date     Condition        Report By
 DG8476  HISTORY     - 2004     MONUMENTED       MNDT
 DG8476
 DG8476                          STATION DESCRIPTION
 DG8476
 DG8476'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8476'1.0 MILES SOUTH OF TWIN VALLEY, 1.3 MILES SOUTH OF ALONG TRUNK HIGHWAY
 DG8476'32 FROM JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD 29 IN TWIN
 DG8476'VALLEY, AT TRUNK HIGHWAY 32 MILEPOINT 40.70, 103.3 FEET WEST OF TRUNK
 DG8476'HIGHWAY 32, 16.8 FEET NORTH OF FIELD ENTRANCE, 13.2 FEET NORTHEAST OF
 DG8476'POWER POLE,1.5 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8477 ***********************************************************************
 DG8477  DESIGNATION -  5404 N
 DG8477  PID         -  DG8477
 DG8477  STATE/COUNTY-  MN/NORMAN
 DG8477  USGS QUAD   -  SYRE (1965)
 DG8477
 DG8477                         *CURRENT SURVEY CONTROL
 DG8477  ___________________________________________________________________
 DG8477* NAD 83(1996)-  47 13 25.18179(N)    096 15 33.68124(W)     ADJUSTED  
 DG8477* NAVD 88     -       334.56   (meters)    1097.6    (feet)  LEVELING  
 DG8477  ___________________________________________________________________
 DG8477  X           -    -473,151.655 (meters)                     COMP
 DG8477  Y           -  -4,313,807.761 (meters)                     COMP
 DG8477  Z           -   4,658,913.228 (meters)                     COMP
 DG8477  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 DG8477  ELLIP HEIGHT-         307.89  (meters)          (11/24/04) GPS OBS
 DG8477  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DG8477
 DG8477  HORZ ORDER  -  FIRST
 DG8477  VERT ORDER  -  THIRD ?
 DG8477  ELLP ORDER  -  THIRD     CLASS II
 DG8477
 DG8477.The horizontal coordinates were established by GPS observations
 DG8477.and adjusted by the MN DEPT OF TRANSP in November 2004..
 DG8477
 DG8477.The orthometric height was determined by differential leveling.
 DG8477.The vertical network tie was performed by a horz. field party for horz.
 DG8477.obs reductions. Reset procedures were used to establish the elevation.
 DG8477
 DG8477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8477
 DG8477.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8477
 DG8477.The ellipsoidal height was determined by GPS observations
 DG8477.and is referenced to NAD 83.
 DG8477
 DG8477.The geoid height was determined by GEOID03.
 DG8477
 DG8477;                    North         East     Units Scale Factor Converg.
 DG8477;SPC MN N     -   185,341.413   560,792.932   MT  0.99995942   -2 20 30.4
 DG8477;UTM  14      - 5,233,663.000   707,481.905   MT  1.00012909   +2 00 44.6
 DG8477
 DG8477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8477!SPC MN N     -   0.99995174  x   0.99995942  =   0.99991116
 DG8477!UTM  14      -   0.99995174  x   1.00012909  =   1.00008083
 DG8477
 DG8477:                Primary Azimuth Mark                     Grid Az
 DG8477:SPC MN N     -  5404 P                                   180 04 21.2
 DG8477:UTM  14      -  5404 P                                   175 43 06.2
 DG8477
 DG8477|---------------------------------------------------------------------|
 DG8477| PID    Reference Object                     Distance      Geod. Az  |
 DG8477|                                                           dddmmss.s |
 DG8477| DG8478 5404 P                              APPROX. 1.6 KM 1774350.8 |
 DG8477|---------------------------------------------------------------------|
 DG8477
 DG8477                          SUPERSEDED SURVEY CONTROL
 DG8477
 DG8477.No superseded survey control is available for this station.
 DG8477
 DG8477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0748233663(NAD 83)
 DG8477_MARKER: DD = SURVEY DISK
 DG8477_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8477_STAMPING: 5404 N 2004
 DG8477_MARK LOGO: MNDT  
 DG8477_PROJECTION: RECESSED 8 CENTIMETERS
 DG8477_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8477+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8477_ROD/PIPE-DEPTH:  4.6 meters
 DG8477
 DG8477  HISTORY     - Date     Condition        Report By
 DG8477  HISTORY     - 2004     MONUMENTED       MNDT
 DG8477
 DG8477                          STATION DESCRIPTION
 DG8477
 DG8477'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8477'2.5 MILES SOUTH OF TWIN VALLEY, 2.50 MILES SOUTH ALONG TRUNK HIGHWAY
 DG8477'32 FROM THE JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD 29 IN TWIN
 DG8477'VALLEY, AT TRUNK HIGHWAY 32 MILEPOINT 39.50, 43.6 FEET SOUTH COUNTY
 DG8477'ROAD 33, 103.4 FEET WEST OF TRUNK HIGHWAY 32, 35.4 FEET WEST OF POWER
 DG8477'POLE, 23.7 FEET EAST OF CABLE BOX B3A, 1.3 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8478 ***********************************************************************
 DG8478  DESIGNATION -  5404 P
 DG8478  PID         -  DG8478
 DG8478  STATE/COUNTY-  MN/NORMAN
 DG8478  USGS QUAD   -  SYRE (1965)
 DG8478
 DG8478                         *CURRENT SURVEY CONTROL
 DG8478  ___________________________________________________________________
 DG8478* NAD 83(1996)-  47 12 32.82773(N)    096 15 30.63682(W)     ADJUSTED  
 DG8478* NAVD 88     -       335.31   (meters)    1100.1    (feet)  LEVELING  
 DG8478  ___________________________________________________________________
 DG8478  X           -    -473,217.404 (meters)                     COMP
 DG8478  Y           -  -4,314,994.848 (meters)                     COMP
 DG8478  Z           -   4,657,815.554 (meters)                     COMP
 DG8478  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DG8478  ELLIP HEIGHT-         308.65  (meters)          (11/24/04) GPS OBS
 DG8478  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DG8478
 DG8478  HORZ ORDER  -  FIRST
 DG8478  VERT ORDER  -  THIRD ?
 DG8478  ELLP ORDER  -  THIRD     CLASS II
 DG8478
 DG8478.The horizontal coordinates were established by GPS observations
 DG8478.and adjusted by the MN DEPT OF TRANSP in November 2004..
 DG8478
 DG8478.The orthometric height was determined by differential leveling.
 DG8478.The vertical network tie was performed by a horz. field party for horz.
 DG8478.obs reductions. Reset procedures were used to establish the elevation.
 DG8478
 DG8478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8478
 DG8478.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8478
 DG8478.The ellipsoidal height was determined by GPS observations
 DG8478.and is referenced to NAD 83.
 DG8478
 DG8478.The geoid height was determined by GEOID03.
 DG8478
 DG8478;                    North         East     Units Scale Factor Converg.
 DG8478;SPC MN N     -   183,723.413   560,790.883   MT  0.99996213   -2 20 28.1
 DG8478;UTM  14      - 5,232,049.242   707,602.716   MT  1.00012971   +2 00 45.1
 DG8478
 DG8478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8478!SPC MN N     -   0.99995162  x   0.99996213  =   0.99991375
 DG8478!UTM  14      -   0.99995162  x   1.00012971  =   1.00008133
 DG8478
 DG8478:                Primary Azimuth Mark                     Grid Az
 DG8478:SPC MN N     -  5404 N                                   000 04 21.2
 DG8478:UTM  14      -  5404 N                                   355 43 08.0
 DG8478
 DG8478|---------------------------------------------------------------------|
 DG8478| PID    Reference Object                     Distance      Geod. Az  |
 DG8478|                                                           dddmmss.s |
 DG8478| DG8477 5404 N                              APPROX. 1.6 KM 3574353.1 |
 DG8478|---------------------------------------------------------------------|
 DG8478
 DG8478                          SUPERSEDED SURVEY CONTROL
 DG8478
 DG8478.No superseded survey control is available for this station.
 DG8478
 DG8478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0760332049(NAD 83)
 DG8478_MARKER: DD = SURVEY DISK
 DG8478_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8478_STAMPING: 5404 P 2004
 DG8478_MARK LOGO: MNDT  
 DG8478_PROJECTION: RECESSED 5 CENTIMETERS
 DG8478_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8478+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8478_ROD/PIPE-DEPTH:  6.1 meters
 DG8478
 DG8478  HISTORY     - Date     Condition        Report By
 DG8478  HISTORY     - 2004     MONUMENTED       MNDT
 DG8478
 DG8478                          STATION DESCRIPTION
 DG8478
 DG8478'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8478'3.5 MILES SOUTH OF TWIN VALLEY, 3.5 MILES SOUTH ALONG TRUNK HIGHWAY 32
 DG8478'FROM JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD 29 IN TWIN VALLEY,
 DG8478'AT TRUNK HIGHWAY 32 MILEPOINT 38.50, 102.7 FEET EAST OF TRUNK HIGHWAY
 DG8478'32, 14.0 FEET EAST OF SNOW MOBILE TRAIL, 40.8 FEET SOUTH OF COUNTY
 DG8478'ROAD 197 (140 AVENUE), 1.3 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8479 ***********************************************************************
 DG8479  DESIGNATION -  5404 Q
 DG8479  PID         -  DG8479
 DG8479  STATE/COUNTY-  MN/NORMAN
 DG8479  USGS QUAD   -  SYRE (1965)
 DG8479
 DG8479                         *CURRENT SURVEY CONTROL
 DG8479  ___________________________________________________________________
 DG8479* NAD 83(1996)-  47 10 49.24432(N)    096 15 30.05469(W)     ADJUSTED  
 DG8479* NAVD 88     -       341.53   (meters)    1120.5    (feet)  LEVELING  
 DG8479  ___________________________________________________________________
 DG8479  X           -    -473,461.541 (meters)                     COMP
 DG8479  Y           -  -4,317,333.436 (meters)                     COMP
 DG8479  Z           -   4,655,646.404 (meters)                     COMP
 DG8479  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 DG8479  ELLIP HEIGHT-         314.92  (meters)          (11/24/04) GPS OBS
 DG8479  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DG8479
 DG8479  HORZ ORDER  -  FIRST
 DG8479  VERT ORDER  -  THIRD ?
 DG8479  ELLP ORDER  -  THIRD     CLASS II
 DG8479
 DG8479.The horizontal coordinates were established by GPS observations
 DG8479.and adjusted by the MN DEPT OF TRANSP in November 2004..
 DG8479
 DG8479.The orthometric height was determined by differential leveling.
 DG8479.The vertical network tie was performed by a horz. field party for horz.
 DG8479.obs reductions. Reset procedures were used to establish the elevation.
 DG8479
 DG8479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8479
 DG8479.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8479
 DG8479.The ellipsoidal height was determined by GPS observations
 DG8479.and is referenced to NAD 83.
 DG8479
 DG8479.The geoid height was determined by GEOID03.
 DG8479
 DG8479;                    North         East     Units Scale Factor Converg.
 DG8479;SPC MN N     -   180,526.848   560,672.463   MT  0.99996770   -2 20 27.7
 DG8479;UTM  14      - 5,228,852.382   707,727.293   MT  1.00013035   +2 00 42.1
 DG8479
 DG8479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8479!SPC MN N     -   0.99995064  x   0.99996770  =   0.99991834
 DG8479!UTM  14      -   0.99995064  x   1.00013035  =   1.00008098
 DG8479
 DG8479:                Primary Azimuth Mark                     Grid Az
 DG8479:SPC MN N     -  5404 R                                   182 58 54.3
 DG8479:UTM  14      -  5404 R                                   178 37 44.5
 DG8479
 DG8479|---------------------------------------------------------------------|
 DG8479| PID    Reference Object                     Distance      Geod. Az  |
 DG8479|                                                           dddmmss.s |
 DG8479| DG8480 5404 R                              APPROX. 1.6 KM 1803826.6 |
 DG8479|---------------------------------------------------------------------|
 DG8479
 DG8479                          SUPERSEDED SURVEY CONTROL
 DG8479
 DG8479.No superseded survey control is available for this station.
 DG8479
 DG8479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0772728852(NAD 83)
 DG8479_MARKER: DD = SURVEY DISK
 DG8479_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8479_STAMPING: 5404 Q 2004
 DG8479_MARK LOGO: MNDT  
 DG8479_PROJECTION: RECESSED 3 CENTIMETERS
 DG8479_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8479+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8479_ROD/PIPE-DEPTH:  6.1 meters
 DG8479
 DG8479  HISTORY     - Date     Condition        Report By
 DG8479  HISTORY     - 2004     MONUMENTED       MNDT
 DG8479
 DG8479                          STATION DESCRIPTION
 DG8479
 DG8479'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8479'IN SYRE, AT THE JUNCTION OF TRUNK HIGHWAY 32 AND TRUNK HIGHWAY 113 IN
 DG8479'SYRE, AT TRUNK HIGHWAY 32 MILEPOINT 36.50, 44.8 FEET NORTH OF TRUNK
 DG8479'HIGHWAY 113, 124.2 FEET EAST OF TRUNK HIGHWAY 32, 1.2 FEET SOUTH OF
 DG8479'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8480 ***********************************************************************
 DG8480  DESIGNATION -  5404 R
 DG8480  PID         -  DG8480
 DG8480  STATE/COUNTY-  MN/NORMAN
 DG8480  USGS QUAD   -  SYRE (1965)
 DG8480
 DG8480                         *CURRENT SURVEY CONTROL
 DG8480  ___________________________________________________________________
 DG8480* NAD 83(1996)-  47 09 57.19674(N)    096 15 30.90816(W)     ADJUSTED  
 DG8480* NAVD 88     -       341.94   (meters)    1121.8    (feet)  LEVELING  
 DG8480  ___________________________________________________________________
 DG8480  X           -    -473,607.952 (meters)                     COMP
 DG8480  Y           -  -4,318,503.612 (meters)                     COMP
 DG8480  Z           -   4,654,554.018 (meters)                     COMP
 DG8480  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DG8480  ELLIP HEIGHT-         315.33  (meters)          (11/24/04) GPS OBS
 DG8480  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DG8480
 DG8480  HORZ ORDER  -  FIRST
 DG8480  VERT ORDER  -  THIRD ?
 DG8480  ELLP ORDER  -  THIRD     CLASS II
 DG8480
 DG8480.The horizontal coordinates were established by GPS observations
 DG8480.and adjusted by the MN DEPT OF TRANSP in November 2004..
 DG8480
 DG8480.The orthometric height was determined by differential leveling.
 DG8480.The vertical network tie was performed by a horz. field party for horz.
 DG8480.obs reductions. Reset procedures were used to establish the elevation.
 DG8480
 DG8480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8480
 DG8480.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8480
 DG8480.The ellipsoidal height was determined by GPS observations
 DG8480.and is referenced to NAD 83.
 DG8480
 DG8480.The geoid height was determined by GEOID03.
 DG8480
 DG8480;                    North         East     Units Scale Factor Converg.
 DG8480;SPC MN N     -   178,921.654   560,588.851   MT  0.99997059   -2 20 28.3
 DG8480;UTM  14      - 5,227,245.213   707,765.750   MT  1.00013055   +2 00 39.8
 DG8480
 DG8480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8480!SPC MN N     -   0.99995058  x   0.99997059  =   0.99992117
 DG8480!UTM  14      -   0.99995058  x   1.00013055  =   1.00008112
 DG8480
 DG8480:                Primary Azimuth Mark                     Grid Az
 DG8480:SPC MN N     -  5404 S                                   184 38 38.0
 DG8480:UTM  14      -  5404 S                                   180 17 29.9
 DG8480
 DG8480|---------------------------------------------------------------------|
 DG8480| PID    Reference Object                     Distance      Geod. Az  |
 DG8480|                                                           dddmmss.s |
 DG8480| DG8481 5404 S                              APPROX. 1.6 KM 1821809.7 |
 DG8480|---------------------------------------------------------------------|
 DG8480
 DG8480                          SUPERSEDED SURVEY CONTROL
 DG8480
 DG8480.No superseded survey control is available for this station.
 DG8480
 DG8480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0776627245(NAD 83)
 DG8480_MARKER: DD = SURVEY DISK
 DG8480_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8480_STAMPING: 5404 R 2004
 DG8480_MARK LOGO: MNDT  
 DG8480_PROJECTION: RECESSED 5 CENTIMETERS
 DG8480_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8480+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8480_ROD/PIPE-DEPTH: 30.5 meters
 DG8480
 DG8480  HISTORY     - Date     Condition        Report By
 DG8480  HISTORY     - 2004     MONUMENTED       MNDT
 DG8480
 DG8480                          STATION DESCRIPTION
 DG8480
 DG8480'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8480'1.0 MILES SOUTH OF SYRE, 1.0 MILES SOUTH ALONG TRUNK HIGHWAY 32 FROM
 DG8480'TRUNK HIGHWAY 32 AND TRUNK HIGHWAY 113 IN SYRE, AT TRUNK HIGHWAY 32
 DG8480'MILEPOINT 35.50, 101.3 FEET EAST OF TRUNK HIGHWAY 32, 12.6 FEET EAST
 DG8480'OF SNOWMOBILE TRAIL, 46.4 FEET NORTH OF 110 AVENUE, 1.3 FEET WEST OF
 DG8480'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8481 ***********************************************************************
 DG8481  DESIGNATION -  5404 S
 DG8481  PID         -  DG8481
 DG8481  STATE/COUNTY-  MN/NORMAN
 DG8481  USGS QUAD   -  SYRE (1965)
 DG8481
 DG8481                         *CURRENT SURVEY CONTROL
 DG8481  ___________________________________________________________________
 DG8481* NAD 83(1996)-  47 09 04.92246(N)    096 15 33.98945(W)     ADJUSTED  
 DG8481* NAVD 88     -       346.36   (meters)    1136.3    (feet)  LEVELING  
 DG8481  ___________________________________________________________________
 DG8481  X           -    -473,801.856 (meters)                     COMP
 DG8481  Y           -  -4,319,676.205 (meters)                     COMP
 DG8481  Z           -   4,653,459.516 (meters)                     COMP
 DG8481  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DG8481  ELLIP HEIGHT-         319.75  (meters)          (11/24/04) GPS OBS
 DG8481  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DG8481
 DG8481  HORZ ORDER  -  FIRST
 DG8481  VERT ORDER  -  THIRD ?
 DG8481  ELLP ORDER  -  THIRD     CLASS II
 DG8481
 DG8481.The horizontal coordinates were established by GPS observations
 DG8481.and adjusted by the MN DEPT OF TRANSP in November 2004..
 DG8481
 DG8481.The orthometric height was determined by differential leveling.
 DG8481.The vertical network tie was performed by a horz. field party for horz.
 DG8481.obs reductions. Reset procedures were used to establish the elevation.
 DG8481
 DG8481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8481
 DG8481.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8481
 DG8481.The ellipsoidal height was determined by GPS observations
 DG8481.and is referenced to NAD 83.
 DG8481
 DG8481.The geoid height was determined by GEOID03.
 DG8481
 DG8481;                    North         East     Units Scale Factor Converg.
 DG8481;SPC MN N     -   177,311.383   560,458.050   MT  0.99997355   -2 20 30.6
 DG8481;UTM  14      - 5,225,629.403   707,757.519   MT  1.00013051   +2 00 35.9
 DG8481
 DG8481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8481!SPC MN N     -   0.99994988  x   0.99997355  =   0.99992343
 DG8481!UTM  14      -   0.99994988  x   1.00013051  =   1.00008039
 DG8481
 DG8481:                Primary Azimuth Mark                     Grid Az
 DG8481:SPC MN N     -  5404 R                                   004 38 38.0
 DG8481:UTM  14      -  5404 R                                   000 17 31.5
 DG8481
 DG8481|---------------------------------------------------------------------|
 DG8481| PID    Reference Object                     Distance      Geod. Az  |
 DG8481|                                                           dddmmss.s |
 DG8481| DG8480 5404 R                              APPROX. 1.6 KM 0021807.4 |
 DG8481|---------------------------------------------------------------------|
 DG8481
 DG8481                          SUPERSEDED SURVEY CONTROL
 DG8481
 DG8481.No superseded survey control is available for this station.
 DG8481
 DG8481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0775825629(NAD 83)
 DG8481_MARKER: DD = SURVEY DISK
 DG8481_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8481_STAMPING: 5404 S 2004
 DG8481_MARK LOGO: MNDT  
 DG8481_PROJECTION: RECESSED 3 CENTIMETERS
 DG8481_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8481+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8481_ROD/PIPE-DEPTH:  9.1 meters
 DG8481
 DG8481  HISTORY     - Date     Condition        Report By
 DG8481  HISTORY     - 2004     MONUMENTED       MNDT
 DG8481
 DG8481                          STATION DESCRIPTION
 DG8481
 DG8481'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8481'2.0 SOUTH OF SYRE, 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 32 FROM TRUNK
 DG8481'HIGHWAY 32 AND TRUNK HIGHWAY 113 IN SYRE, AT TRUNK HIGHWAY 32
 DG8481'MILEPOINT 34.5, 70.7 FEET WEST OF TRUNK HIGHWAY 32, 48.8 FEET NORTH OF
 DG8481'210 AVENUE NORTH, 13.3 FEET NORTHEAST OF POWER POLE, 1.4 FEET EAST OF
 DG8481'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8152 ***********************************************************************
 DH8152  DESIGNATION -  5405 A
 DH8152  PID         -  DH8152
 DH8152  STATE/COUNTY-  MN/NORMAN
 DH8152  USGS QUAD   -  FLAMING (1965)
 DH8152
 DH8152                         *CURRENT SURVEY CONTROL
 DH8152  ___________________________________________________________________
 DH8152* NAD 83(1996)-  47 29 59.08204(N)    096 16 51.86162(W)     ADJUSTED  
 DH8152* NAVD 88     -       347.7    (meters)    1141.     (feet)  GPS OBS   
 DH8152  ___________________________________________________________________
 DH8152  X           -    -472,317.109 (meters)                     COMP
 DH8152  Y           -  -4,291,191.072 (meters)                     COMP
 DH8152  Z           -   4,679,715.059 (meters)                     COMP
 DH8152  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 DH8152  ELLIP HEIGHT-         320.73  (meters)          (01/18/06) GPS OBS
 DH8152  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DH8152
 DH8152  HORZ ORDER  -  FIRST
 DH8152  ELLP ORDER  -  THIRD     CLASS II
 DH8152
 DH8152.The horizontal coordinates were established by GPS observations
 DH8152.and adjusted by the MN DEPT OF TRANSP in January 2006..
 DH8152
 DH8152.The orthometric height was determined by GPS observations and a
 DH8152.high-resolution geoid model.
 DH8152
 DH8152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8152
 DH8152.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8152
 DH8152.The ellipsoidal height was determined by GPS observations
 DH8152.and is referenced to NAD 83.
 DH8152
 DH8152.The geoid height was determined by GEOID03.
 DH8152
 DH8152;                    North         East     Units Scale Factor Converg.
 DH8152;SPC MN N     -   216,075.322   560,412.316   MT  0.99991989   -2 21 28.3
 DH8152;UTM  14      - 5,264,284.742   704,766.117   MT  1.00011530   +2 00 19.0
 DH8152
 DH8152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8152!SPC MN N     -   0.99994973  x   0.99991989  =   0.99986963
 DH8152!UTM  14      -   0.99994973  x   1.00011530  =   1.00006503
 DH8152
 DH8152                          SUPERSEDED SURVEY CONTROL
 DH8152
 DH8152.No superseded survey control is available for this station.
 DH8152
 DH8152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0476664285(NAD 83)
 DH8152_MARKER: DB = BENCH MARK DISK
 DH8152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8152_STAMPING: 5405 A 1960
 DH8152_MARK LOGO: MNHD  
 DH8152_PROJECTION: FLUSH
 DH8152_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8152+STABILITY: SURFACE MOTION
 DH8152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8152+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2005
 DH8152
 DH8152  HISTORY     - Date     Condition        Report By
 DH8152  HISTORY     - 1960     MONUMENTED       MNHD
 DH8152  HISTORY     - 20050406 GOOD             MNDT
 DH8152
 DH8152                          STATION DESCRIPTION
 DH8152
 DH8152'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DH8152'2 MILES SOUTH OF FERTILE, NEAR NORTH NORMAN COUNTY LINE, 2. MILES
 DH8152'SOUTH ALONG TRUNK  HIGHWAY 32 FROM THE JUNCTION OF TRUNK HIGHWAY 32
 DH8152'AND COUNTY ROAD 1 EAST IN FERTILE, AT  TRUNK HIGHWAY 32 MILEPOINT
 DH8152'58.90, AT TRUNK HIGHWAY 32 STATION 960+38, 74 FEET WEST OF  TRUNK
 DH8152'HIGHWAY 32, 28 FEET SOUTH OF ENTRANCE, 5 FEET NORTH OF RIGHT OF WAY
 DH8152'POST, 0.5 FOOT  EAST  OF WITNESS POST, MARK IS MAGNETIC, 460TH ST SW,
 DH8152'AT COUNTY LINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8153 ***********************************************************************
 DH8153  DESIGNATION -  5405 L
 DH8153  PID         -  DH8153
 DH8153  STATE/COUNTY-  MN/NORMAN
 DH8153  USGS QUAD   -  TWIN VALLEY (1965)
 DH8153
 DH8153                         *CURRENT SURVEY CONTROL
 DH8153  ___________________________________________________________________
 DH8153* NAD 83(1996)-  47 21 16.83086(N)    096 16 49.83082(W)     ADJUSTED  
 DH8153* NAVD 88     -       327.8    (meters)    1075.     (feet)  GPS OBS   
 DH8153  ___________________________________________________________________
 DH8153  X           -    -473,572.816 (meters)                     COMP
 DH8153  Y           -  -4,302,989.247 (meters)                     COMP
 DH8153  Z           -   4,668,788.492 (meters)                     COMP
 DH8153  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DH8153  ELLIP HEIGHT-         301.01  (meters)          (01/18/06) GPS OBS
 DH8153  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DH8153
 DH8153  HORZ ORDER  -  FIRST
 DH8153  ELLP ORDER  -  THIRD     CLASS II
 DH8153
 DH8153.The horizontal coordinates were established by GPS observations
 DH8153.and adjusted by the MN DEPT OF TRANSP in January 2006..
 DH8153
 DH8153.The orthometric height was determined by GPS observations and a
 DH8153.high-resolution geoid model.
 DH8153
 DH8153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8153
 DH8153.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8153
 DH8153.The ellipsoidal height was determined by GPS observations
 DH8153.and is referenced to NAD 83.
 DH8153
 DH8153.The geoid height was determined by GEOID03.
 DH8153
 DH8153;                    North         East     Units Scale Factor Converg.
 DH8153;SPC MN N     -   199,959.642   559,791.391   MT  0.99993780   -2 21 26.8
 DH8153;UTM  14      - 5,248,165.466   705,372.499   MT  1.00011837   +2 00 03.8
 DH8153
 DH8153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8153!SPC MN N     -   0.99995282  x   0.99993780  =   0.99989062
 DH8153!UTM  14      -   0.99995282  x   1.00011837  =   1.00007119
 DH8153
 DH8153                          SUPERSEDED SURVEY CONTROL
 DH8153
 DH8153.No superseded survey control is available for this station.
 DH8153
 DH8153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0537248165(NAD 83)
 DH8153_MARKER: DB = BENCH MARK DISK
 DH8153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8153_STAMPING: 5405 L 1960
 DH8153_MARK LOGO: MNHD  
 DH8153_PROJECTION: FLUSH
 DH8153_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8153+STABILITY: SURFACE MOTION
 DH8153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8153+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005
 DH8153
 DH8153  HISTORY     - Date     Condition        Report By
 DH8153  HISTORY     - 1960     MONUMENTED       MNHD
 DH8153  HISTORY     - 20050407 GOOD             MNDT
 DH8153
 DH8153                          STATION DESCRIPTION
 DH8153
 DH8153'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DH8153'1 MILE SOUTH SOUTHWEST OF GARY, 0.5 MILE WEST ALONG COUNTY ROAD 19
 DH8153'FROM MAIN STREET IN  GARY, THEN 1 MILE SOUTH ON TRUNK HIGHWAY 32 TO
 DH8153'MILEPOINT 49.0, AT TRUNK HIGHWAY 32  STATION 106+06, 74 FEET WEST OF
 DH8153'TRUNK HIGHWAY 32, 297 FEET NORTH OF ENTRANCE, 1.2 FEET   EAST OF FENCE
 DH8153'LINE, 3 FEET NORTH OF RIGHT OF WAY POST, MARK IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1486 ***********************************************************************
 SL1486  DESIGNATION -  5405D
 SL1486  PID         -  SL1486
 SL1486  STATE/COUNTY-  MN/NORMAN
 SL1486  USGS QUAD   -  FLAMING (1965)
 SL1486
 SL1486                         *CURRENT SURVEY CONTROL
 SL1486  ___________________________________________________________________
 SL1486* NAD 83(1996)-  47 27 23.06626(N)    096 16 54.55186(W)     ADJUSTED  
 SL1486* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 SL1486  ___________________________________________________________________
 SL1486  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 SL1486  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 SL1486
 SL1486  HORZ ORDER  -  SECOND
 SL1486
 SL1486.The horizontal coordinates were established by classical geodetic methods
 SL1486.and adjusted by the National Geodetic Survey in March 1999..
 SL1486
 SL1486.The orthometric height was scaled from a topographic map.
 SL1486
 SL1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1486
 SL1486.The geoid height was determined by GEOID03.
 SL1486
 SL1486;                    North         East     Units Scale Factor Converg.
 SL1486;SPC MN N     -   211,263.800   560,157.804   MT  0.99992457   -2 21 30.3
 SL1486;UTM  14      - 5,259,466.868   704,878.357   MT  1.00011587   +2 00 12.1
 SL1486
 SL1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1486!SPC MN N     -   0.99995024  x   0.99992457  =   0.99987482
 SL1486!UTM  14      -   0.99995024  x   1.00011587  =   1.00006611
 SL1486
 SL1486                          SUPERSEDED SURVEY CONTROL
 SL1486
 SL1486  NAD 83(1996)-  47 27 23.06691(N)    096 16 54.54914(W) AD(       ) 2
 SL1486  NAD 83(1986)-  47 27 23.06631(N)    096 16 54.54563(W) AD(       ) 2
 SL1486  NAD 27      -  47 27 23.19335(N)    096 16 53.34141(W) AD(       ) 2
 SL1486
 SL1486.Superseded values are not recommended for survey control.
 SL1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1486.See file dsdata.txt to determine how the superseded data were derived.
 SL1486
 SL1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0487859467(NAD 83)
 SL1486_MARKER: DB = BENCH MARK DISK
 SL1486_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SL1486_STAMPING: 5405 D 1960
 SL1486_MARK LOGO: MNHD  
 SL1486_PROJECTION: FLUSH
 SL1486_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SL1486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1486+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2005
 SL1486
 SL1486  HISTORY     - Date     Condition        Report By
 SL1486  HISTORY     - 1964     MONUMENTED       MNHD
 SL1486  HISTORY     - 20050406 GOOD             MNDT
 SL1486
 SL1486                          STATION DESCRIPTION
 SL1486
 SL1486'DESCRIBED BY MN HIGHWAY DEPT 1964 (RAR)
 SL1486'THE BENCH MARK IS LOCATED ABOUT 5.0 MILES SOUTH OF FERTILE
 SL1486'ON THE WEST RIGHT-OF-WAY OF STATE HIGHWAY 32.
 SL1486'
 SL1486'TO REACH STATION FLAMING FROM THE JUNCTION OF STATE HIGHWAY 32
 SL1486'AND COUNTY ROAD 19, ABOUT 0.75 MILE WEST OF GARY, GO NORTH ON
 SL1486'HIGHWAY 32 FOR 5.0 MILES TO THE FLAMING AZIMUTH MARK ON THE RIGHT,
 SL1486'EAST OF THE HIGHWAY.  CONTINUE NORTH ON HIGHWAY 32 FOR 1.1
 SL1486'MILES TO THE JUNCTION WITH COUNTY ROAD 7 AND THE MARK IN
 SL1486'THE SOUTHWEST ANGLE OF THE INTERSECTION.
 SL1486'
 SL1486'THE BENCH MARK, IS A MINNESOTA STATE HIGHWAY DEPARTMENT BENCH
 SL1486'MARK STAMPED 5405D 1960, IS SET IN A 4 BY 4 INCH CONCRETE
 SL1486'POST FLUSH WITH THE SURFACE OF THE GROUND.
 SL1486'
 SL1486'A TRAVERSE CONNECTION WAS MADE FROM STATION FLAMING TO THE
 SL1486'BENCH MARK, THE DISTANCE BEING 4.650 METERS (15.26 FEET), NORTH
 SL1486'OF TRIANGULATION STATION FLAMING.
 SL1486
 SL1486                          STATION RECOVERY (2005)
 SL1486
 SL1486'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 SL1486'0.5 MILES WEST OF FLAMING, IN SOUTHWEST QUADRANT OF JUNCTION OF TRUNK
 SL1486'HIGHWAY 32 AND COUNTY ROAD 7, ON WEST SIDE OF TRUNK HIGHWAY 32, AT
 SL1486'TRUNK HIGHWAY 32 MILEPOINT 55.90, 72.8 FEET WEST OF TRUNK HIGHWAY 32,
 SL1486'41 FEET SOUTH OF 310TH AVENUE, 21.2 FEET EAST-NORTHEAST OF POWER POLE,
 SL1486'15.26 FEET NORTH OF STATION FLAMING, 0.4 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0134 ***********************************************************************
 SL0134  DESIGNATION -  5407 C
 SL0134  PID         -  SL0134
 SL0134  STATE/COUNTY-  MN/NORMAN
 SL0134  USGS QUAD   -  HALSTAD (1963)
 SL0134
 SL0134                         *CURRENT SURVEY CONTROL
 SL0134  ___________________________________________________________________
 SL0134* NAD 83(1986)-  47 17 45.     (N)    096 45 13.     (W)     SCALED    
 SL0134* NAVD 88     -       267.203  (meters)     876.65   (feet)  ADJUSTED  
 SL0134  ___________________________________________________________________
 SL0134  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 SL0134  DYNAMIC HT  -         267.238 (meters)     876.76  (feet)  COMP
 SL0134  MODELED GRAV-     980,734.0   (mgal)                       NAVD 88
 SL0134
 SL0134  VERT ORDER  -  SECOND    CLASS 0
 SL0134
 SL0134.The horizontal coordinates were scaled from a topographic map and have
 SL0134.an estimated accuracy of +/- 6 seconds.
 SL0134
 SL0134.The orthometric height was determined by differential leveling
 SL0134.and adjusted by the National Geodetic Survey in June 1991..
 SL0134
 SL0134.The geoid height was determined by GEOID03.
 SL0134
 SL0134.The dynamic height is computed by dividing the NAVD 88
 SL0134.geopotential number by the normal gravity value computed on the
 SL0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0134.degrees latitude (g = 980.6199 gals.).
 SL0134
 SL0134.The modeled gravity was interpolated from observed gravity values.
 SL0134
 SL0134;                    North         East    Units  Estimated Accuracy
 SL0134;SPC MN N     -   195,010.      523,780.      MT  (+/- 180 meters Scaled)
 SL0134
 SL0134                          SUPERSEDED SURVEY CONTROL
 SL0134
 SL0134  NGVD 29 (??/??/92)  266.864  (m)          875.54   (f) ADJ UNCH    2 0
 SL0134
 SL0134.Superseded values are not recommended for survey control.
 SL0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0134.See file dsdata.txt to determine how the superseded data were derived.
 SL0134
 SL0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT698404(NAD 83)
 SL0134_MARKER: DD = SURVEY DISK
 SL0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0134_STAMPING: 5407 C 1955
 SL0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0134+STABILITY: SURFACE MOTION
 SL0134
 SL0134  HISTORY     - Date     Condition        Report By
 SL0134  HISTORY     - 1955     MONUMENTED       MNDT
 SL0134  HISTORY     - 1964     GOOD             NGS
 SL0134
 SL0134                          STATION DESCRIPTION
 SL0134
 SL0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0134'6.7 MI SE FROM HALSTAD.
 SL0134'ABOUT 4.0 MILES SOUTH ALONG U. S. HIGHWAY 75 AND THE GREAT NORTHERN
 SL0134'RAILWAY FROM THE STATION AT HALSTAD, THENCE 2.7 MILES EAST ALONG STATE
 SL0134'HIGHWAY 31, IN S 10, T 144 N, R 48 W, ABOUT 0.1 MILE SOUTHWEST OF A
 SL0134'FARMHOUSE, AT AN INTERSECTION OF THE HIGHWAY, A DIRT ROAD LEADING
 SL0134'NORTH AND A GRAVELED ROAD LEADING SOUTH, 67 FEET NORTH OF THE CENTER
 SL0134'LINE OF THE HIGHWAY, 33 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD,
 SL0134'2 FEET SOUTH OFF A TELEPHONE POLE, 0.4 FOOT EAST OF A METAL WITNESS
 SL0134'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE
 SL0134'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0136 ***********************************************************************
 SL0136  DESIGNATION -  5407 D
 SL0136  PID         -  SL0136
 SL0136  STATE/COUNTY-  MN/NORMAN
 SL0136  USGS QUAD   -  ANTHONY (1965)
 SL0136
 SL0136                         *CURRENT SURVEY CONTROL
 SL0136  ___________________________________________________________________
 SL0136* NAD 83(1986)-  47 17 46.     (N)    096 43 56.     (W)     SCALED    
 SL0136* NAVD 88     -       268.199  (meters)     879.92   (feet)  ADJUSTED  
 SL0136  ___________________________________________________________________
 SL0136  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 SL0136  DYNAMIC HT  -         268.233 (meters)     880.03  (feet)  COMP
 SL0136  MODELED GRAV-     980,734.0   (mgal)                       NAVD 88
 SL0136
 SL0136  VERT ORDER  -  SECOND    CLASS 0
 SL0136
 SL0136.The horizontal coordinates were scaled from a topographic map and have
 SL0136.an estimated accuracy of +/- 6 seconds.
 SL0136
 SL0136.The orthometric height was determined by differential leveling
 SL0136.and adjusted by the National Geodetic Survey in June 1991..
 SL0136
 SL0136.The geoid height was determined by GEOID03.
 SL0136
 SL0136.The dynamic height is computed by dividing the NAVD 88
 SL0136.geopotential number by the normal gravity value computed on the
 SL0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0136.degrees latitude (g = 980.6199 gals.).
 SL0136
 SL0136.The modeled gravity was interpolated from observed gravity values.
 SL0136
 SL0136;                    North         East    Units  Estimated Accuracy
 SL0136;SPC MN N     -   194,960.      525,390.      MT  (+/- 180 meters Scaled)
 SL0136
 SL0136                          SUPERSEDED SURVEY CONTROL
 SL0136
 SL0136  NGVD 29 (??/??/92)  267.857  (m)          878.79   (f) ADJ UNCH    2 0
 SL0136
 SL0136.Superseded values are not recommended for survey control.
 SL0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0136.See file dsdata.txt to determine how the superseded data were derived.
 SL0136
 SL0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT714405(NAD 83)
 SL0136_MARKER: DD = SURVEY DISK
 SL0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0136_STAMPING: 5407 D 1955
 SL0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0136+STABILITY: SURFACE MOTION
 SL0136
 SL0136  HISTORY     - Date     Condition        Report By
 SL0136  HISTORY     - 1955     MONUMENTED       MNDT
 SL0136  HISTORY     - 1964     GOOD             NGS
 SL0136
 SL0136                          STATION DESCRIPTION
 SL0136
 SL0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0136'7.7 MI SE FROM HALSTAD.
 SL0136'ABOUT 4.0 MILES SOUTH ALONG U.S. HIGHWAY 75 AND THE GREAT NORTHERN
 SL0136'RAILWAY FROM THE STATION AT HALSTAD, THENCE 3.7 MILES EAST ALONG STATE
 SL0136'HIGHWAY 31, IN S 10, T 144 N, R 48 W, 70 FEET NORTH OF THE CENTER LINE
 SL0136'OF THE HIGHWAY, 34 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 SL0136'GRAVELED ROAD, 3 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 0.7 FOOT WEST
 SL0136'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 SL0136'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0140 ***********************************************************************
 SL0140  DESIGNATION -  5407 E
 SL0140  PID         -  SL0140
 SL0140  STATE/COUNTY-  MN/NORMAN
 SL0140  USGS QUAD   -  ANTHONY (1965)
 SL0140
 SL0140                         *CURRENT SURVEY CONTROL
 SL0140  ___________________________________________________________________
 SL0140* NAD 83(1986)-  47 17 44.     (N)    096 40 48.     (W)     SCALED    
 SL0140* NAVD 88     -       270.447  (meters)     887.29   (feet)  ADJUSTED  
 SL0140  ___________________________________________________________________
 SL0140  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 SL0140  DYNAMIC HT  -         270.481 (meters)     887.40  (feet)  COMP
 SL0140  MODELED GRAV-     980,733.2   (mgal)                       NAVD 88
 SL0140
 SL0140  VERT ORDER  -  SECOND    CLASS 0
 SL0140
 SL0140.The horizontal coordinates were scaled from a topographic map and have
 SL0140.an estimated accuracy of +/- 6 seconds.
 SL0140
 SL0140.The orthometric height was determined by differential leveling
 SL0140.and adjusted by the National Geodetic Survey in June 1991..
 SL0140
 SL0140.The geoid height was determined by GEOID03.
 SL0140
 SL0140.The dynamic height is computed by dividing the NAVD 88
 SL0140.geopotential number by the normal gravity value computed on the
 SL0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0140.degrees latitude (g = 980.6199 gals.).
 SL0140
 SL0140.The modeled gravity was interpolated from observed gravity values.
 SL0140
 SL0140;                    North         East    Units  Estimated Accuracy
 SL0140;SPC MN N     -   194,710.      529,340.      MT  (+/- 180 meters Scaled)
 SL0140
 SL0140                          SUPERSEDED SURVEY CONTROL
 SL0140
 SL0140  NGVD 29 (??/??/92)  270.102  (m)          886.16   (f) ADJ UNCH    2 0
 SL0140
 SL0140.Superseded values are not recommended for survey control.
 SL0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0140.See file dsdata.txt to determine how the superseded data were derived.
 SL0140
 SL0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT754406(NAD 83)
 SL0140_MARKER: DD = SURVEY DISK
 SL0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0140_SP_SET: BRIDGE ABUTMENT
 SL0140_STAMPING: 5407 E 1955
 SL0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0140
 SL0140  HISTORY     - Date     Condition        Report By
 SL0140  HISTORY     - 1955     MONUMENTED       MNDT
 SL0140  HISTORY     - 1964     GOOD             NGS
 SL0140
 SL0140                          STATION DESCRIPTION
 SL0140
 SL0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0140'8.15 MI W FROM ADA.
 SL0140'ABOUT 0.15 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0140'STATION AT ADA, THENCE 8.0 MILES WEST ALONG STATE HIGHWAY 31, IN S 18,
 SL0140'T 144 N, R 47 W, 17 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET
 SL0140'IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF A
 SL0140'CONCRETE BRIDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0144 ***********************************************************************
 SL0144  DESIGNATION -  5407 F
 SL0144  PID         -  SL0144
 SL0144  STATE/COUNTY-  MN/NORMAN
 SL0144  USGS QUAD   -  ANTHONY (1965)
 SL0144
 SL0144                         *CURRENT SURVEY CONTROL
 SL0144  ___________________________________________________________________
 SL0144* NAD 83(1986)-  47 17 45.     (N)    096 40 12.     (W)     SCALED    
 SL0144* NAVD 88     -       270.104  (meters)     886.17   (feet)  ADJUSTED  
 SL0144  ___________________________________________________________________
 SL0144  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 SL0144  DYNAMIC HT  -         270.139 (meters)     886.28  (feet)  COMP
 SL0144  MODELED GRAV-     980,733.0   (mgal)                       NAVD 88
 SL0144
 SL0144  VERT ORDER  -  SECOND    CLASS 0
 SL0144
 SL0144.The horizontal coordinates were scaled from a topographic map and have
 SL0144.an estimated accuracy of +/- 6 seconds.
 SL0144
 SL0144.The orthometric height was determined by differential leveling
 SL0144.and adjusted by the National Geodetic Survey in June 1991..
 SL0144
 SL0144.The geoid height was determined by GEOID03.
 SL0144
 SL0144.The dynamic height is computed by dividing the NAVD 88
 SL0144.geopotential number by the normal gravity value computed on the
 SL0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0144.degrees latitude (g = 980.6199 gals.).
 SL0144
 SL0144.The modeled gravity was interpolated from observed gravity values.
 SL0144
 SL0144;                    North         East    Units  Estimated Accuracy
 SL0144;SPC MN N     -   194,710.      530,090.      MT  (+/- 180 meters Scaled)
 SL0144
 SL0144                          SUPERSEDED SURVEY CONTROL
 SL0144
 SL0144  NGVD 29 (??/??/92)  269.758  (m)          885.03   (f) ADJ UNCH    2 0
 SL0144
 SL0144.Superseded values are not recommended for survey control.
 SL0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0144.See file dsdata.txt to determine how the superseded data were derived.
 SL0144
 SL0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT761406(NAD 83)
 SL0144_MARKER: DD = SURVEY DISK
 SL0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0144_STAMPING: 5407 F 1955
 SL0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0144+STABILITY: SURFACE MOTION
 SL0144
 SL0144  HISTORY     - Date     Condition        Report By
 SL0144  HISTORY     - 1955     MONUMENTED       MNDT
 SL0144  HISTORY     - 1964     GOOD             NGS
 SL0144
 SL0144                          STATION DESCRIPTION
 SL0144
 SL0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 SL0144'7.6 MI W FROM ADA.
 SL0144'ABOUT 0.15 MILE SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM THE
 SL0144'STATION AT ADA, THENCE 7.45 MILES WEST ALONG STATE HIGHWAY 31, IN S 7,
 SL0144'T 144 N, R 47 W, 67 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 37
 SL0144'FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH GRAVELED ROAD, 10 1/2
 SL0144'FEET SOUTHEAST OF A POWER POLE, 3 FEET SOUTH OF A TELEPHONE POLE, 0.5
 SL0144'FOOT WEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 SL0144'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0194 ***********************************************************************
 SL0194  DESIGNATION -  5408 B
 SL0194  PID         -  SL0194
 SL0194  STATE/COUNTY-  MN/NORMAN
 SL0194  USGS QUAD   -  ADA (1965)
 SL0194
 SL0194                         *CURRENT SURVEY CONTROL
 SL0194  ___________________________________________________________________
 SL0194* NAD 83(1986)-  47 18 37.     (N)    096 30 58.     (W)     SCALED    
 SL0194* NAVD 88     -       274.624  (meters)     901.00   (feet)  ADJUSTED  
 SL0194  ___________________________________________________________________
 SL0194  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 SL0194  DYNAMIC HT  -         274.660 (meters)     901.11  (feet)  COMP
 SL0194  MODELED GRAV-     980,735.1   (mgal)                       NAVD 88
 SL0194
 SL0194  VERT ORDER  -  SECOND    CLASS 0
 SL0194
 SL0194.The horizontal coordinates were scaled from a topographic map and have
 SL0194.an estimated accuracy of +/- 6 seconds.
 SL0194
 SL0194.The orthometric height was determined by differential leveling
 SL0194.and adjusted by the National Geodetic Survey in June 1991..
 SL0194
 SL0194.The geoid height was determined by GEOID03.
 SL0194
 SL0194.The dynamic height is computed by dividing the NAVD 88
 SL0194.geopotential number by the normal gravity value computed on the
 SL0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0194.degrees latitude (g = 980.6199 gals.).
 SL0194
 SL0194.The modeled gravity was interpolated from observed gravity values.
 SL0194
 SL0194;                    North         East    Units  Estimated Accuracy
 SL0194;SPC MN N     -   195,790.      541,790.      MT  (+/- 180 meters Scaled)
 SL0194
 SL0194                          SUPERSEDED SURVEY CONTROL
 SL0194
 SL0194  NGVD 29 (??/??/92)  274.275  (m)          899.85   (f) ADJ UNCH    2 0
 SL0194
 SL0194.Superseded values are not recommended for survey control.
 SL0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0194.See file dsdata.txt to determine how the superseded data were derived.
 SL0194
 SL0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT877426(NAD 83)
 SL0194_MARKER: DB = BENCH MARK DISK
 SL0194_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SL0194_SP_SET: HEADWALL BOX CULVERT
 SL0194_STAMPING: 5408 B 1965
 SL0194_MARK LOGO: MNHD  
 SL0194_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SL0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0194+STABILITY: SURFACE MOTION
 SL0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SL0194+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 SL0194
 SL0194  HISTORY     - Date     Condition        Report By
 SL0194  HISTORY     - 1965     MONUMENTED       MNHD
 SL0194  HISTORY     - 1964     GOOD             CGS
 SL0194  HISTORY     - 1982     MARK NOT FOUND   NGS
 SL0194  HISTORY     - 19930310 GOOD             MNDT
 SL0194  HISTORY     - 20050413 GOOD             MNDT
 SL0194
 SL0194                          STATION DESCRIPTION
 SL0194
 SL0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0194'0.8 MI N FROM ADA.
 SL0194'ABOUT 0.85 MILE NORTH ALONG STATE HIGHWAY 9 FROM THE GREAT NORTHERN
 SL0194'RAILWAY STATION AT ADA, IN S 4, T 144 N, R 46 W, 30 FEET EAST OF THE
 SL0194'CENTER LINE OF THE HIGHWAY, 27 FEET NORTH OF THE CENTER LINE OF A
 SL0194'GRAVELED ROAD LEADING EAST, SET IN THE TOP OF THE SOUTH END OF THE
 SL0194'EAST CONCRETE HEAD WALL OF A CONCRETE CULVERT UNDER THE HIGHWAY, AND
 SL0194'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 SL0194
 SL0194                          STATION RECOVERY (1982)
 SL0194
 SL0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0194'NOT RECOVERED.  MARK 5408 B 1965 MNDT FOUND IN THIS HEADWALL.
 SL0194
 SL0194                          STATION RECOVERY (1993)
 SL0194
 SL0194'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 SL0194'2.05 MILE (3.30 KM) NORTH ALONG TH 9 FROM ITS JUNCTION WITH TH 31 IN
 SL0194'ADA, IN SW 1/4 SEC 34, T145N, R46W, IN TOP OF A CONCRETE HEADWALL OF A
 SL0194'CULVERT HEADWALL UNDER HIGHWAY, 26.9 FT (8.2 M) NORTH OF THE CENTER OF
 SL0194'COUNTY ROAD 163 LEADING EAST, 30.0 FT (9.1 M) EAST OF THE CENTERLINE
 SL0194'OF HIGHWAY 9, AND 1.0 FOOT (0.3 M) BELOW HIGHWAY.
 SL0194'NOTE-- UNSTAMPED DISK ORIGINALLY DESIGNATED 58+38 WAS
 SL0194'STAMPED--5408 B 1965-- IN 1965 BY MNHD.
 SL0194
 SL0194                          STATION RECOVERY (2005)
 SL0194
 SL0194'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 SL0194'0.85 MILES NORTH OF RAILROAD STATION AT ADA, AT TRUNK HIGHWAY 9 MILE
 SL0194'POST 194.0, 30 FEET EAST OF TRUNK HIGHWAY 9, 27 FEET NORTH OF COUNTY
 SL0194'ROAD 63 EAST, IN SOUTH END OF EAST HEADWALL OF TRUNK HIGHWAY 9 BOX
 SL0194'CULVERT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1193 ***********************************************************************
 SL1193  DESIGNATION -  5408 C
 SL1193  PID         -  SL1193
 SL1193  STATE/COUNTY-  MN/NORMAN
 SL1193  USGS QUAD   -  ADA (1965)
 SL1193
 SL1193                         *CURRENT SURVEY CONTROL
 SL1193  ___________________________________________________________________
 SL1193* NAD 83(1996)-  47 19 30.74706(N)    096 30 58.06812(W)     ADJUSTED  
 SL1193* NAVD 88     -       274.243  (meters)     899.75   (feet)  ADJUSTED  
 SL1193  ___________________________________________________________________
 SL1193  X           -    -491,533.544 (meters)                     COMP
 SL1193  Y           -  -4,303,363.042 (meters)                     COMP
 SL1193  Z           -   4,666,528.901 (meters)                     COMP
 SL1193  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 SL1193  ELLIP HEIGHT-         247.40  (meters)          (01/18/06) GPS OBS
 SL1193  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 SL1193  DYNAMIC HT  -         274.278 (meters)     899.86  (feet)  COMP
 SL1193  MODELED GRAV-     980,733.9   (mgal)                       NAVD 88
 SL1193
 SL1193  HORZ ORDER  -  FIRST
 SL1193  VERT ORDER  -  FIRST     CLASS II
 SL1193  ELLP ORDER  -  THIRD     CLASS II
 SL1193
 SL1193.The horizontal coordinates were established by GPS observations
 SL1193.and adjusted by the MN DEPT OF TRANSP in January 2006..
 SL1193
 SL1193.The orthometric height was determined by differential leveling
 SL1193.and adjusted by the National Geodetic Survey in June 1991..
 SL1193
 SL1193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1193
 SL1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1193
 SL1193.The ellipsoidal height was determined by GPS observations
 SL1193.and is referenced to NAD 83.
 SL1193
 SL1193.The geoid height was determined by GEOID03.
 SL1193
 SL1193.The dynamic height is computed by dividing the NAVD 88
 SL1193.geopotential number by the normal gravity value computed on the
 SL1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1193.degrees latitude (g = 980.6199 gals.).
 SL1193
 SL1193.The modeled gravity was interpolated from observed gravity values.
 SL1193
 SL1193;                    North         East     Units Scale Factor Converg.
 SL1193;SPC MN N     -   197,446.192   541,862.486   MT  0.99994221   -2 31 55.6
 SL1193;UTM  14      - 5,244,296.179   687,684.079   MT  1.00003292   +1 49 36.1
 SL1193
 SL1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1193!SPC MN N     -   0.99996122  x   0.99994221  =   0.99990344
 SL1193!UTM  14      -   0.99996122  x   1.00003292  =   0.99999414
 SL1193
 SL1193:                Primary Azimuth Mark                     Grid Az
 SL1193:SPC MN N     -  5408 D                                   002 53 01.2
 SL1193:UTM  14      -  5408 D                                   358 31 29.5
 SL1193
 SL1193|---------------------------------------------------------------------|
 SL1193| PID    Reference Object                     Distance      Geod. Az  |
 SL1193|                                                           dddmmss.s |
 SL1193| SL1194 5408 D                              APPROX. 1.6 KM 0002105.6 |
 SL1193|---------------------------------------------------------------------|
 SL1193
 SL1193                          SUPERSEDED SURVEY CONTROL
 SL1193
 SL1193  NAVD 88 (01/18/06)  274.24   (m)          899.7    (f) LEVELING    3  
 SL1193
 SL1193.Superseded values are not recommended for survey control.
 SL1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1193.See file dsdata.txt to determine how the superseded data were derived.
 SL1193
 SL1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT8768444296(NAD 83)
 SL1193_MARKER: DB = BENCH MARK DISK
 SL1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1193_SP_SET: CONCRETE POST
 SL1193_STAMPING: 5408 C 1965
 SL1193_MARK LOGO: MNHD  
 SL1193_PROJECTION: RECESSED 8 CENTIMETERS
 SL1193_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SL1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1193+STABILITY: SURFACE MOTION
 SL1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1193+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 SL1193
 SL1193  HISTORY     - Date     Condition        Report By
 SL1193  HISTORY     - 1965     MONUMENTED       MNHD
 SL1193  HISTORY     - 1982     GOOD             NGS
 SL1193  HISTORY     - 19930310 GOOD             MNDT
 SL1193  HISTORY     - 20050412 GOOD             MNDT
 SL1193
 SL1193                          STATION DESCRIPTION
 SL1193
 SL1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1193'3.1 KM (1.95 MI) NORTH FROM ADA.
 SL1193'3.1 KM (1.95 MI) NORTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 SL1193'STATE ROUTE 200 IN ADA, AT A ROAD JUNCTION, 22.5 METERS (74.0 FT) EAST
 SL1193'OF THE CENTERLINE OF THE HIGHWAY, 13.1 METERS (43.0 FT) NORTH OF THE
 SL1193'CENTER OF A GRAVEL ROAD (NORMAN COUNTY ROAD 159), 13.1 METERS
 SL1193'(44.0 FT) EAST OF THE EAST END OF A CONCRETE CULVERT UNDER THE
 SL1193'HIGHWAY, AND 14.0 METERS (46.0 FT) EAST OF MILE MARKER 195.
 SL1193'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SL1193'THE MARK IS 0.6 M BELOW HIGHWAY.
 SL1193
 SL1193                          STATION RECOVERY (1993)
 SL1193
 SL1193'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 SL1193'RECOVERED IN GOOD CONDITION.  THE GRAVEL RD LEADING EAST IS NOW CO RD
 SL1193'159.
 SL1193
 SL1193                          STATION RECOVERY (2005)
 SL1193
 SL1193'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 SL1193'2 MILES NORTH ALONG TRUNK HIGHWAY 9 FROM JUNCTION OF TRUNK HIGHWAY 9
 SL1193'AND TRUNK  HIGHWAY 200 AT ADA,  AT TRUNK HIGHWAY 9 MILEPOINT 195.0, 74
 SL1193'FEET EAST OF TRUNK HIGHWAY 9,  43 FEET NORTH OF 220TH AV, 44 FEET EAST
 SL1193'OF CONCR ETE CULVERT, 46.0 FEET EAST OF MILEPOST  195, MARK IS
 SL1193'MAGNETIC, PREVIOUS DESIGNATION IS 106+79
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1194 ***********************************************************************
 SL1194  DESIGNATION -  5408 D
 SL1194  PID         -  SL1194
 SL1194  STATE/COUNTY-  MN/NORMAN
 SL1194  USGS QUAD   -  ADA (1965)
 SL1194
 SL1194                         *CURRENT SURVEY CONTROL
 SL1194  ___________________________________________________________________
 SL1194* NAD 83(1996)-  47 20 23.92194(N)    096 30 57.58813(W)     ADJUSTED  
 SL1194* NAVD 88     -       275.065  (meters)     902.44   (feet)  ADJUSTED  
 SL1194  ___________________________________________________________________
 SL1194  X           -    -491,386.559 (meters)                     COMP
 SL1194  Y           -  -4,302,164.984 (meters)                     COMP
 SL1194  Z           -   4,667,642.505 (meters)                     COMP
 SL1194  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 SL1194  ELLIP HEIGHT-         248.20  (meters)          (01/18/06) GPS OBS
 SL1194  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 SL1194  DYNAMIC HT  -         275.100 (meters)     902.56  (feet)  COMP
 SL1194  MODELED GRAV-     980,732.5   (mgal)                       NAVD 88
 SL1194
 SL1194  HORZ ORDER  -  FIRST
 SL1194  VERT ORDER  -  FIRST     CLASS II
 SL1194  ELLP ORDER  -  THIRD     CLASS II
 SL1194
 SL1194.The horizontal coordinates were established by GPS observations
 SL1194.and adjusted by the MN DEPT OF TRANSP in January 2006..
 SL1194
 SL1194.The orthometric height was determined by differential leveling
 SL1194.and adjusted by the National Geodetic Survey in June 1991..
 SL1194
 SL1194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1194
 SL1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1194
 SL1194.The ellipsoidal height was determined by GPS observations
 SL1194.and is referenced to NAD 83.
 SL1194
 SL1194.The geoid height was determined by GEOID03.
 SL1194
 SL1194.The dynamic height is computed by dividing the NAVD 88
 SL1194.geopotential number by the normal gravity value computed on the
 SL1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1194.degrees latitude (g = 980.6199 gals.).
 SL1194
 SL1194.The modeled gravity was interpolated from observed gravity values.
 SL1194
 SL1194;                    North         East     Units Scale Factor Converg.
 SL1194;SPC MN N     -   199,086.225   541,945.097   MT  0.99993997   -2 31 55.2
 SL1194;UTM  14      - 5,245,937.897   687,641.795   MT  1.00003272   +1 49 38.0
 SL1194
 SL1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1194!SPC MN N     -   0.99996110  x   0.99993997  =   0.99990107
 SL1194!UTM  14      -   0.99996110  x   1.00003272  =   0.99999382
 SL1194
 SL1194:                Primary Azimuth Mark                     Grid Az
 SL1194:SPC MN N     -  5408 C                                   182 53 01.1
 SL1194:UTM  14      -  5408 C                                   178 31 27.9
 SL1194
 SL1194|---------------------------------------------------------------------|
 SL1194| PID    Reference Object                     Distance      Geod. Az  |
 SL1194|                                                           dddmmss.s |
 SL1194| SL1193 5408 C                              APPROX. 1.6 KM 1802105.9 |
 SL1194|---------------------------------------------------------------------|
 SL1194
 SL1194                          SUPERSEDED SURVEY CONTROL
 SL1194
 SL1194  NAVD 88 (01/18/06)  275.06   (m)          902.4    (f) LEVELING    3  
 SL1194
 SL1194.Superseded values are not recommended for survey control.
 SL1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1194.See file dsdata.txt to determine how the superseded data were derived.
 SL1194
 SL1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT8764245938(NAD 83)
 SL1194_MARKER: DB = BENCH MARK DISK
 SL1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1194_SP_SET: CONCRETE POST
 SL1194_STAMPING: 5408 D 1965
 SL1194_MARK LOGO: MNHD  
 SL1194_PROJECTION: RECESSED 13 CENTIMETERS
 SL1194_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 SL1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1194+STABILITY: SURFACE MOTION
 SL1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1194+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 SL1194
 SL1194  HISTORY     - Date     Condition        Report By
 SL1194  HISTORY     - 1965     MONUMENTED       MNHD
 SL1194  HISTORY     - 1982     GOOD             NGS
 SL1194  HISTORY     - 19920310 GOOD             MNDT
 SL1194  HISTORY     - 20050412 GOOD             MNDT
 SL1194
 SL1194                          STATION DESCRIPTION
 SL1194
 SL1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1194'4.75 KM (2.95 MI) NORTH FROM ADA.
 SL1194'4.75 KM (2.95 MI) NORTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 SL1194'STATE ROUTE 200 IN ADA, AT A ROAD JUNCTION, 22.2 METERS (73.0 FT) EAST
 SL1194'OF THE CENTERLINE OF THE HIGHWAY, 39.0 METERS (128.0 FT) NORTH OF THE
 SL1194'CENTERLINE OF A GRAVEL ROAD (NORMAN COUNTY ROAD 23), AND 24.0 METERS
 SL1194'(79.0 FT) SOUTH OF A POWERLINE POLE.
 SL1194'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SL1194'THE MARK IS 0.6 M BELOW HIGHWAY.
 SL1194
 SL1194                          STATION RECOVERY (1992)
 SL1194
 SL1194'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 SL1194'RECOVERED IN GOOD CONDITION.  THE EAST-WEST GRAVELED ROAD IS NOW CO RD
 SL1194'23.
 SL1194
 SL1194                          STATION RECOVERY (2005)
 SL1194
 SL1194'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 SL1194'3 MILES NORTH OF ADA, NEAR JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD
 SL1194'23, AT TRUNK  HIGHWAY 9 MILEPOINT 196.0, 73 FEET EAST OF TRUNK HIGHWAY
 SL1194'9, 128 FEET NORTH OF 230TH AV, 79.0  FEET SOUTH OF POWER POLE, 1 FOOT
 SL1194'WEST OF RIGHT OF WAY AND WITNESS POST, RECESSED 0.4  FOOT. STATION IS
 SL1194'MAGNETIC.   PREVIOUS DESIGNATION WAS 160+69.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1196 ***********************************************************************
 SL1196  DESIGNATION -  5408 F
 SL1196  PID         -  SL1196
 SL1196  STATE/COUNTY-  MN/NORMAN
 SL1196  USGS QUAD   -  ADA (1965)
 SL1196
 SL1196                         *CURRENT SURVEY CONTROL
 SL1196  ___________________________________________________________________
 SL1196* NAD 83(1996)-  47 22 08.51529(N)    096 30 57.26292(W)     ADJUSTED  
 SL1196* NAVD 88     -       275.354  (meters)     903.39   (feet)  ADJUSTED  
 SL1196  ___________________________________________________________________
 SL1196  X           -    -491,110.162 (meters)                     COMP
 SL1196  Y           -  -4,299,805.213 (meters)                     COMP
 SL1196  Z           -   4,669,831.034 (meters)                     COMP
 SL1196  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 SL1196  ELLIP HEIGHT-         248.42  (meters)          (01/18/06) GPS OBS
 SL1196  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 SL1196  DYNAMIC HT  -         275.388 (meters)     903.50  (feet)  COMP
 SL1196  MODELED GRAV-     980,729.8   (mgal)                       NAVD 88
 SL1196
 SL1196  HORZ ORDER  -  FIRST
 SL1196  VERT ORDER  -  FIRST     CLASS II
 SL1196  ELLP ORDER  -  THIRD     CLASS II
 SL1196
 SL1196.The horizontal coordinates were established by GPS observations
 SL1196.and adjusted by the MN DEPT OF TRANSP in January 2006..
 SL1196
 SL1196.The orthometric height was determined by differential leveling
 SL1196.and adjusted by the National Geodetic Survey in June 1991..
 SL1196
 SL1196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1196
 SL1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1196
 SL1196.The ellipsoidal height was determined by GPS observations
 SL1196.and is referenced to NAD 83.
 SL1196
 SL1196.The geoid height was determined by GEOID03.
 SL1196
 SL1196.The dynamic height is computed by dividing the NAVD 88
 SL1196.geopotential number by the normal gravity value computed on the
 SL1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1196.degrees latitude (g = 980.6199 gals.).
 SL1196
 SL1196.The modeled gravity was interpolated from observed gravity values.
 SL1196
 SL1196;                    North         East     Units Scale Factor Converg.
 SL1196;SPC MN N     -   202,312.696   542,094.603   MT  0.99993574   -2 31 55.0
 SL1196;UTM  14      - 5,249,166.703   687,545.592   MT  1.00003228   +1 49 41.4
 SL1196
 SL1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1196!SPC MN N     -   0.99996106  x   0.99993574  =   0.99989681
 SL1196!UTM  14      -   0.99996106  x   1.00003228  =   0.99999334
 SL1196
 SL1196                          SUPERSEDED SURVEY CONTROL
 SL1196
 SL1196  NAVD 88 (01/18/06)  275.35   (m)          903.4    (f) LEVELING    3  
 SL1196
 SL1196.Superseded values are not recommended for survey control.
 SL1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1196.See file dsdata.txt to determine how the superseded data were derived.
 SL1196
 SL1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT8754649167(NAD 83)
 SL1196_MARKER: DB = BENCH MARK DISK
 SL1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1196_SP_SET: CONCRETE POST
 SL1196_STAMPING: 5408 F 1965
 SL1196_MARK LOGO: MNHD  
 SL1196_PROJECTION: FLUSH
 SL1196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SL1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1196+STABILITY: SURFACE MOTION
 SL1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1196+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 SL1196
 SL1196  HISTORY     - Date     Condition        Report By
 SL1196  HISTORY     - 1965     MONUMENTED       MNHD
 SL1196  HISTORY     - 1982     GOOD             NGS
 SL1196  HISTORY     - 20040412 GOOD             MNDT
 SL1196
 SL1196                          STATION DESCRIPTION
 SL1196
 SL1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1196'7.95 KM (4.95 MI) NORTH FROM ADA.
 SL1196'7.95 KM (4.95 MI) NORTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 SL1196'STATE ROUTE 200 IN ADA, AT SECTION LINE ROAD, 22.6 METERS (74.0 FT)
 SL1196'EAST OF THE CENTERLINE OF THE HIGHWAY, 40.5 METERS (133.0 FT) NORTH OF
 SL1196'THE CENTERLINE OF A BLACKTOP ROAD (NORMAN COUNTY ROAD 19), AND
 SL1196'22.6 METERS (74.0 FT) NORTH OF A POWERLINE POLE WITH 2 GUY WIRES.
 SL1196'THE MARK IS 0.1 METERS  W FROM A WITNESS POST.
 SL1196'THE MARK IS 0.6 M BELOW HIGHWAY.
 SL1196
 SL1196                          STATION RECOVERY (2004)
 SL1196
 SL1196'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 SL1196'5.05 MILES NORTH ON TRUNK HIGHWAY 9 FROM JUNCTION OF TRUNK HIGHWAY 9
 SL1196'AND TRUNK  HIGHWAY 200 AT ADA, AT TRUNK HIGHWAY 9 MILEPOINT 198.05,
 SL1196'74.0  FEET EAST OF TRUNK HIGHWAY  9, 133.0 FEET NORTH OF COUNTY ROAD
 SL1196'19 BITUMINOUS ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1199 ***********************************************************************
 SL1199  DESIGNATION -  5408 J
 SL1199  PID         -  SL1199
 SL1199  STATE/COUNTY-  MN/NORMAN
 SL1199  USGS QUAD   -  LOCKHART (1965)
 SL1199
 SL1199                         *CURRENT SURVEY CONTROL
 SL1199  ___________________________________________________________________
 SL1199* NAD 83(1996)-  47 23 52.06430(N)    096 30 56.76625(W)     ADJUSTED  
 SL1199* NAVD 88     -       275.209  (meters)     902.91   (feet)  ADJUSTED  
 SL1199  ___________________________________________________________________
 SL1199  X           -    -490,832.735 (meters)                     COMP
 SL1199  Y           -  -4,297,468.040 (meters)                     COMP
 SL1199  Z           -   4,671,996.227 (meters)                     COMP
 SL1199  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 SL1199  ELLIP HEIGHT-         248.22  (meters)          (01/18/06) GPS OBS
 SL1199  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 SL1199  DYNAMIC HT  -         275.242 (meters)     903.02  (feet)  COMP
 SL1199  MODELED GRAV-     980,728.1   (mgal)                       NAVD 88
 SL1199
 SL1199  HORZ ORDER  -  FIRST
 SL1199  VERT ORDER  -  FIRST     CLASS II
 SL1199  ELLP ORDER  -  THIRD     CLASS II
 SL1199
 SL1199.The horizontal coordinates were established by GPS observations
 SL1199.and adjusted by the MN DEPT OF TRANSP in January 2006..
 SL1199
 SL1199.The orthometric height was determined by differential leveling
 SL1199.and adjusted by the National Geodetic Survey in June 1991..
 SL1199
 SL1199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1199
 SL1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL1199
 SL1199.The ellipsoidal height was determined by GPS observations
 SL1199.and is referenced to NAD 83.
 SL1199
 SL1199.The geoid height was determined by GEOID03.
 SL1199
 SL1199.The dynamic height is computed by dividing the NAVD 88
 SL1199.geopotential number by the normal gravity value computed on the
 SL1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1199.degrees latitude (g = 980.6199 gals.).
 SL1199
 SL1199.The modeled gravity was interpolated from observed gravity values.
 SL1199
 SL1199;                    North         East     Units Scale Factor Converg.
 SL1199;SPC MN N     -   205,506.792   542,246.268   MT  0.99993181   -2 31 54.6
 SL1199;UTM  14      - 5,252,363.399   687,453.956   MT  1.00003185   +1 49 44.8
 SL1199
 SL1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1199!SPC MN N     -   0.99996109  x   0.99993181  =   0.99989291
 SL1199!UTM  14      -   0.99996109  x   1.00003185  =   0.99999294
 SL1199
 SL1199                          SUPERSEDED SURVEY CONTROL
 SL1199
 SL1199  NAVD 88 (01/18/06)  275.21   (m)          902.9    (f) LEVELING    3  
 SL1199
 SL1199.Superseded values are not recommended for survey control.
 SL1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1199.See file dsdata.txt to determine how the superseded data were derived.
 SL1199
 SL1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT8745452363(NAD 83)
 SL1199_MARKER: DB = BENCH MARK DISK
 SL1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1199_SP_SET: CONCRETE POST
 SL1199_STAMPING: 5408 J 1965
 SL1199_MARK LOGO: MNHD  
 SL1199_PROJECTION: FLUSH
 SL1199_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SL1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1199+STABILITY: SURFACE MOTION
 SL1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1199+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 SL1199
 SL1199  HISTORY     - Date     Condition        Report By
 SL1199  HISTORY     - 1965     MONUMENTED       MNHD
 SL1199  HISTORY     - 1982     GOOD             NGS
 SL1199  HISTORY     - 20050412 GOOD             MNDT
 SL1199
 SL1199                          STATION DESCRIPTION
 SL1199
 SL1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1199'11.2 KM (6.95 MI) NORTH FROM ADA.
 SL1199'11.2 KM (6.95 MI) NORTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 SL1199'STATE ROUTE 200 IN ADA, AT A ROAD JUNCTION, 22.5 METERS (74.0 FT) EAST
 SL1199'OF THE CENTERLINE OF THE HIGHWAY, 15.8 METERS (52.0 FT) NORTH OF THE
 SL1199'CENTER OF A GRAVEL ROAD (NORMAN COUNTY ROAD 135), 12.1 METERS
 SL1199'(40.0 FT) EAST OF THE EAST END OF A CONCRETE CULVERT, AND 2.7 METERS
 SL1199'(9.0 FT) NORTH OF A POWERLINE POLE WITH A GUY WIRE.
 SL1199'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SL1199'THE MARK IS 0.3 M BELOW HIGHWAY.
 SL1199
 SL1199                          STATION RECOVERY (2005)
 SL1199
 SL1199'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 SL1199'7 MILES NORTH ON TRUNK HIGHWAY 9 FROM JUNCTION OF TRUNK HIGHWAY 9 AND
 SL1199'TRUNK HIGHWAY 200 AT ADA, NEAR JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY
 SL1199'ROAD 135, AT TRUNK HIGHWAY 9 MILEPOINT 200.0, AT TRUNK HIGHWAY 9 STATI
 SL1199'ON 371+50, 74 FEET EAST OF TRUNK HIGHWAY 9, 52 FEET NORTH OF GRAVEL SE
 SL1199'CTION LINE ROAD (COUNTY ROAD 135), 40.0 FEET EAST OF EAST END OF CONCR
 SL1199'ETE CULVERT, 9.0 FEET NORTH OF POWER POLE WITH GUY WIRE, 1.0 FEET WEST
 SL1199'OF WITNESS POST AND RIGHT OF WAY SIGN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1202 ***********************************************************************
 SL1202  DESIGNATION -  5408 M
 SL1202  PID         -  SL1202
 SL1202  STATE/COUNTY-  MN/NORMAN
 SL1202  USGS QUAD   -  LOCKHART (1965)
 SL1202
 SL1202                         *CURRENT SURVEY CONTROL
 SL1202  ___________________________________________________________________
 SL1202* NAD 83(1986)-  47 28 14.     (N)    096 32 12.     (W)     SCALED    
 SL1202* NAVD 88     -       275.152  (meters)     902.73   (feet)  ADJUSTED  
 SL1202  ___________________________________________________________________
 SL1202  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 SL1202  DYNAMIC HT  -         275.189 (meters)     902.85  (feet)  COMP
 SL1202  MODELED GRAV-     980,738.3   (mgal)                       NAVD 88
 SL1202
 SL1202  VERT ORDER  -  FIRST     CLASS II
 SL1202
 SL1202.The horizontal coordinates were scaled from a topographic map and have
 SL1202.an estimated accuracy of +/- 6 seconds.
 SL1202
 SL1202.The orthometric height was determined by differential leveling
 SL1202.and adjusted by the National Geodetic Survey in June 1991..
 SL1202
 SL1202.The geoid height was determined by GEOID03.
 SL1202
 SL1202.The dynamic height is computed by dividing the NAVD 88
 SL1202.geopotential number by the normal gravity value computed on the
 SL1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1202.degrees latitude (g = 980.6199 gals.).
 SL1202
 SL1202.The modeled gravity was interpolated from observed gravity values.
 SL1202
 SL1202;                    North         East    Units  Estimated Accuracy
 SL1202;SPC MN N     -   213,660.      541,030.      MT  (+/- 180 meters Scaled)
 SL1202
 SL1202                          SUPERSEDED SURVEY CONTROL
 SL1202
 SL1202.No superseded survey control is available for this station.
 SL1202
 SL1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT856603(NAD 83)
 SL1202_MARKER: DB = BENCH MARK DISK
 SL1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1202_SP_SET: CONCRETE POST
 SL1202_STAMPING: 5408 M 1965
 SL1202_MARK LOGO: MNHD  
 SL1202_PROJECTION: PROJECTING 8 CENTIMETERS
 SL1202_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SL1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1202+STABILITY: SURFACE MOTION
 SL1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SL1202+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 SL1202
 SL1202  HISTORY     - Date     Condition        Report By
 SL1202  HISTORY     - 1965     MONUMENTED       MNHD
 SL1202  HISTORY     - 1982     GOOD             NGS
 SL1202  HISTORY     - 20050412 GOOD             MNDT
 SL1202
 SL1202                          STATION DESCRIPTION
 SL1202
 SL1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1202'8.0 KM (5.0 MI) SOUTH FROM BELTRAMI.
 SL1202'8.0 KM (5.0 MI) SOUTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF POLK
 SL1202'COUNTY ROAD 1 EAST IN BELTRAMI, AT A ROAD JUNCTION, 22.5 METERS
 SL1202'(74.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 13.7 METERS (45.0 FT)
 SL1202'EAST-NORTHEAST OF THE EAST END OF A 4 FOOT CORIGATED STEEL CULVERT,
 SL1202'AND 20.7 METERS (68.0 FT) NORTH OF THE CENTER OF A GRAVEL ROAD.
 SL1202'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 SL1202'THE MARK IS 0.3 M BELOW HIGHWAY.
 SL1202
 SL1202                          STATION RECOVERY (2005)
 SL1202
 SL1202'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 SL1202'5.05  MILES SOUTH ON TRUNK HIGHWAY 9 FROM JUNCTION OF TRUNK HIGHWAY 9
 SL1202'AND POLK COUNTY ROAD 1 EAST AT BELTRAMI, NEAR EAST-WEST GRAVEL
 SL1202'CROSSROAD (320TH AVENUE), AT TRUNK HIGHWAY 9 STATION 669+60, AT TRUNK
 SL1202'HIGHWAY 9 MILEPOINT 205.45, 74 FEET EAST OF TRUNK HIGHWAY 9, 68 FEET
 SL1202'NORTH OF GRAVEL SECTION LINE ROAD, 45.0 FEET EAST-NORTHEAST OF EAST
 SL1202'END OF 4 FEET METAL CULVERT, 1.8 FEET WEST OF WITNESS POST AND RIGHT
 SL1202'OF WAY POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1205 ***********************************************************************
 SL1205  DESIGNATION -  5408 P
 SL1205  PID         -  SL1205
 SL1205  STATE/COUNTY-  MN/NORMAN
 SL1205  USGS QUAD   -  LOCKHART (1965)
 SL1205
 SL1205                         *CURRENT SURVEY CONTROL
 SL1205  ___________________________________________________________________
 SL1205* NAD 83(1986)-  47 29 57.     (N)    096 32 13.     (W)     SCALED    
 SL1205* NAVD 88     -       274.762  (meters)     901.45   (feet)  ADJUSTED  
 SL1205  ___________________________________________________________________
 SL1205  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 SL1205  DYNAMIC HT  -         274.801 (meters)     901.58  (feet)  COMP
 SL1205  MODELED GRAV-     980,750.1   (mgal)                       NAVD 88
 SL1205
 SL1205  VERT ORDER  -  FIRST     CLASS II
 SL1205
 SL1205.The horizontal coordinates were scaled from a topographic map and have
 SL1205.an estimated accuracy of +/- 6 seconds.
 SL1205
 SL1205.The orthometric height was determined by differential leveling
 SL1205.and adjusted by the National Geodetic Survey in June 1991..
 SL1205
 SL1205.The geoid height was determined by GEOID03.
 SL1205
 SL1205.The dynamic height is computed by dividing the NAVD 88
 SL1205.geopotential number by the normal gravity value computed on the
 SL1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1205.degrees latitude (g = 980.6199 gals.).
 SL1205
 SL1205.The modeled gravity was interpolated from observed gravity values.
 SL1205
 SL1205;                    North         East    Units  Estimated Accuracy
 SL1205;SPC MN N     -   216,840.      541,150.      MT  (+/- 180 meters Scaled)
 SL1205
 SL1205                          SUPERSEDED SURVEY CONTROL
 SL1205
 SL1205.No superseded survey control is available for this station.
 SL1205
 SL1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT854635(NAD 83)
 SL1205_MARKER: DB = BENCH MARK DISK
 SL1205_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SL1205_SP_SET: HEADWALL BOX CULVERT
 SL1205_STAMPING: 5408 P 1965
 SL1205_MARK LOGO: MNHD  
 SL1205_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1205+STABILITY: SURFACE MOTION
 SL1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SL1205+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 SL1205
 SL1205  HISTORY     - Date     Condition        Report By
 SL1205  HISTORY     - 1965     MONUMENTED       MNHD
 SL1205  HISTORY     - 1982     GOOD             NGS
 SL1205  HISTORY     - 20050412 GOOD             MNDT
 SL1205
 SL1205                          STATION DESCRIPTION
 SL1205
 SL1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1205'4.8 KM (3.0 MI) SOUTH FROM BELTRAMI.
 SL1205'4.8 KM (3.0 MI) SOUTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF POLK
 SL1205'COUNTY 1 EAST, IN BELTRAMI, SET IN THE SOUTH END OF THE EAST HEADWALL
 SL1205'OF A CONCRETE CULVERT, 27.6 METERS (25.0 FT) EAST OF THE CENTERLINE OF
 SL1205'THE HIGHWAY.
 SL1205'THE MARK IS 0.6 M BELOW HIGHWAY.
 SL1205
 SL1205                          STATION RECOVERY (2005)
 SL1205
 SL1205'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 SL1205'3.0 MILES SOUTH ON TRUNK HIGHWAY 9 FROM JUNCTION OF TRUNK HIGHWAY 9
 SL1205'AND POLK COUNTY ROAD 1 EAST AT BELTRAMI, AT TRUNK HIGHWAY 9 MILEPOINT
 SL1205'207.44, IN SOUTHEAST HEADWALL OF TRUNK HIGHWAY 9 BOX CULVERT 9109, 25
 SL1205'FEET EAST OF TRUNK HIGHWAY 9, NEAR POLK-NORMAN COUNTY LINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1686 ***********************************************************************
 SL1686  DESIGNATION -  5409 B
 SL1686  PID         -  SL1686
 SL1686  STATE/COUNTY-  MN/NORMAN
 SL1686  USGS QUAD   -  HALSTAD (1963)
 SL1686
 SL1686                         *CURRENT SURVEY CONTROL
 SL1686  ___________________________________________________________________
 SL1686* NAD 83(1986)-  47 22 04.     (N)    096 49 31.     (W)     SCALED    
 SL1686* NAVD 88     -       263.604  (meters)     864.84   (feet)  ADJUSTED  
 SL1686  ___________________________________________________________________
 SL1686  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 SL1686  DYNAMIC HT  -         263.640 (meters)     864.96  (feet)  COMP
 SL1686  MODELED GRAV-     980,745.1   (mgal)                       NAVD 88
 SL1686
 SL1686  VERT ORDER  -  SECOND    CLASS I
 SL1686
 SL1686.The horizontal coordinates were scaled from a topographic map and have
 SL1686.an estimated accuracy of +/- 6 seconds.
 SL1686
 SL1686.The orthometric height was determined by differential leveling
 SL1686.and adjusted by the National Geodetic Survey in June 1991..
 SL1686
 SL1686.The geoid height was determined by GEOID03.
 SL1686
 SL1686.The dynamic height is computed by dividing the NAVD 88
 SL1686.geopotential number by the normal gravity value computed on the
 SL1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1686.degrees latitude (g = 980.6199 gals.).
 SL1686
 SL1686.The modeled gravity was interpolated from observed gravity values.
 SL1686
 SL1686;                    North         East    Units  Estimated Accuracy
 SL1686;SPC MN N     -   203,250.      518,750.      MT  (+/- 180 meters Scaled)
 SL1686
 SL1686                          SUPERSEDED SURVEY CONTROL
 SL1686
 SL1686.No superseded survey control is available for this station.
 SL1686
 SL1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT641483(NAD 83)
 SL1686_MARKER: DB = BENCH MARK DISK
 SL1686_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SL1686_SP_SET: CONCRETE BOX CULVERT
 SL1686_STAMPING: 5409 B 1987
 SL1686_MARK LOGO: MNDT  
 SL1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1686+STABILITY: SURFACE MOTION
 SL1686
 SL1686  HISTORY     - Date     Condition        Report By
 SL1686  HISTORY     - 1987     MONUMENTED       MNDT
 SL1686
 SL1686                          STATION DESCRIPTION
 SL1686
 SL1686'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1686'1.2 MI NORTH FROM HALSTAD.
 SL1686'THE MARK IS LOCATED ABOUT 1 MILE NORTH OF THE TOWN OF HALSTAD, IN THE
 SL1686'NE 1/4 OF SECTION 19, T145N, R48W, IN THE SOUTHEAST QUADRANT OF THE
 SL1686'INTERSECTION OF TRUNK HIGHWAY 75 AND AN EAST-WEST GRAVEL ROAD, IN THE
 SL1686'SOUTHEAST CORNER OF A CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 75 AT
 SL1686'A DRAINAGE DITCH, 1.1 MILES NORTH ALONG TRUNK HIGHWAY 75 FROM ITS
 SL1686'JUNCTION WITH TRUNK HIGHWAY 200 IN HALSTAD.  THE MARK, A STANDARD
 SL1686'MNDT BENCH MARK DISK STAMPED---5409 B 1987---, IS SET FLUSH IN THE
 SL1686'TOP OF THE SOUTHEAST HEADWALL OF THE BOX CULVERT AND IS ABOUT 1 FOOT
 SL1686'BELOW THE LEVEL OF THE ROAD.  THE MARK IS 25.0 FEET EAST OF THE
 SL1686'CENTERLINE OF TRUNK HIGHWAY 75 AND 55 FEET SOUTH OF THE CENTER OF A
 SL1686'GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1679 ***********************************************************************
 SL1679  DESIGNATION -  5409 C
 SL1679  PID         -  SL1679
 SL1679  STATE/COUNTY-  MN/NORMAN
 SL1679  USGS QUAD   -  SHELLY (1963)
 SL1679
 SL1679                         *CURRENT SURVEY CONTROL
 SL1679  ___________________________________________________________________
 SL1679* NAD 83(1986)-  47 26 58.     (N)    096 49 19.     (W)     SCALED    
 SL1679* NAVD 88     -       264.667  (meters)     868.33   (feet)  ADJUSTED  
 SL1679  ___________________________________________________________________
 SL1679  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 SL1679  DYNAMIC HT  -         264.706 (meters)     868.46  (feet)  COMP
 SL1679  MODELED GRAV-     980,753.3   (mgal)                       NAVD 88
 SL1679
 SL1679  VERT ORDER  -  SECOND    CLASS I
 SL1679
 SL1679.The horizontal coordinates were scaled from a topographic map and have
 SL1679.an estimated accuracy of +/- 6 seconds.
 SL1679
 SL1679.The orthometric height was determined by differential leveling
 SL1679.and adjusted by the National Geodetic Survey in June 1991..
 SL1679
 SL1679.The geoid height was determined by GEOID03.
 SL1679
 SL1679.The dynamic height is computed by dividing the NAVD 88
 SL1679.geopotential number by the normal gravity value computed on the
 SL1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1679.degrees latitude (g = 980.6199 gals.).
 SL1679
 SL1679.The modeled gravity was interpolated from observed gravity values.
 SL1679
 SL1679;                    North         East    Units  Estimated Accuracy
 SL1679;SPC MN N     -   212,310.      519,440.      MT  (+/- 180 meters Scaled)
 SL1679
 SL1679                          SUPERSEDED SURVEY CONTROL
 SL1679
 SL1679.No superseded survey control is available for this station.
 SL1679
 SL1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT641574(NAD 83)
 SL1679_MARKER: DB = BENCH MARK DISK
 SL1679_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SL1679_SP_SET: BRIDGE ABUTMENT
 SL1679_STAMPING: 5409 C 1987
 SL1679_MARK LOGO: MNDT  
 SL1679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1679
 SL1679  HISTORY     - Date     Condition        Report By
 SL1679  HISTORY     - 1987     MONUMENTED       MNDT
 SL1679
 SL1679                          STATION DESCRIPTION
 SL1679
 SL1679'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1679'0.5 MI SOUTH FROM SHELLY.
 SL1679'THE MARK IS LOCATED ABOUT 1/2 MILE SOUTH OF THE TOWN OF SHELLY, IN
 SL1679'THE NE 1/4 OF SECTION 19, T146N, R48W, IN THE SOUTHEAST CORNER OF THE
 SL1679'TRUNK HIGHWAY 75 BRIDGE OVER THE MARSH RIVER, 0.5 MILE SOUTH ALONG
 SL1679'TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY ROAD 3 IN SHELLY.  THE
 SL1679'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---5409 C 1987---, IS
 SL1679'SET FLUSH IN THE TOP OF THE SOUTHEAST ABUTMENT OF THE BRIDGE AND IS
 SL1679'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK IS 19.5 FEET
 SL1679'EAST OF THE CENTERLINE OF TRUNK HIGHWAY 75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1672 ***********************************************************************
 SL1672  DESIGNATION -  5409 F
 SL1672  PID         -  SL1672
 SL1672  STATE/COUNTY-  MN/NORMAN
 SL1672  USGS QUAD   -  SHELLY (1963)
 SL1672
 SL1672                         *CURRENT SURVEY CONTROL
 SL1672  ___________________________________________________________________
 SL1672* NAD 83(1986)-  47 29 54.     (N)    096 48 55.     (W)     SCALED    
 SL1672* NAVD 88     -       265.619  (meters)     871.45   (feet)  ADJUSTED  
 SL1672  ___________________________________________________________________
 SL1672  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 SL1672  DYNAMIC HT  -         265.659 (meters)     871.58  (feet)  COMP
 SL1672  MODELED GRAV-     980,757.2   (mgal)                       NAVD 88
 SL1672
 SL1672  VERT ORDER  -  SECOND    CLASS I
 SL1672
 SL1672.The horizontal coordinates were scaled from a topographic map and have
 SL1672.an estimated accuracy of +/- 6 seconds.
 SL1672
 SL1672.The orthometric height was determined by differential leveling
 SL1672.and adjusted by the National Geodetic Survey in June 1991..
 SL1672
 SL1672.The geoid height was determined by GEOID03.
 SL1672
 SL1672.The dynamic height is computed by dividing the NAVD 88
 SL1672.geopotential number by the normal gravity value computed on the
 SL1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1672.degrees latitude (g = 980.6199 gals.).
 SL1672
 SL1672.The modeled gravity was interpolated from observed gravity values.
 SL1672
 SL1672;                    North         East    Units  Estimated Accuracy
 SL1672;SPC MN N     -   217,710.      520,200.      MT  (+/- 180 meters Scaled)
 SL1672
 SL1672                          SUPERSEDED SURVEY CONTROL
 SL1672
 SL1672.No superseded survey control is available for this station.
 SL1672
 SL1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT645628(NAD 83)
 SL1672_MARKER: DB = BENCH MARK DISK
 SL1672_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SL1672_SP_SET: CONCRETE BOX CULVERT
 SL1672_STAMPING: 5409 F 1987
 SL1672_MARK LOGO: MNDT  
 SL1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1672+STABILITY: SURFACE MOTION
 SL1672
 SL1672  HISTORY     - Date     Condition        Report By
 SL1672  HISTORY     - 1987     MONUMENTED       MNDT
 SL1672
 SL1672                          STATION DESCRIPTION
 SL1672
 SL1672'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1672'2.7 MI NORTH FROM SHELLY.
 SL1672'THE MARK IS LOCATED ABOUT 2-3/4 MILES NORTH OF THE TOWN OF SHELLY, IN
 SL1672'THE NW 1/4 OF SECTION 5, T146N, R48W, IN THE SOUTHEAST CORNER OF A
 SL1672'CONCRETE BOX CULVERT FOR A DRAINAGE DITCH UNDER TRUNK HIGHWAY 75,
 SL1672'2.95 MILES NORTH ALONG TRUNK HIGHWAY 95 FROM ITS JUNCTION WITH COUNTY
 SL1672'ROAD 3 IN SHELLY.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 SL1672'STAMPED---5409 F 1987---, IS SET FLUSH IN THE TOP OF THE SOUTHEAST
 SL1672'HEADWALL OF THE BOX CULVERT AND IS ABOUT 1 FOOT BELOW THE LEVEL OF
 SL1672'THE HIGHWAY.  THE MARK IS 21.5 FEET EAST OF THE CENTERLINE OF TRUNK
 SL1672'HIGHWAY 75 AT MILEPOINT 295.07.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1678 ***********************************************************************
 SL1678  DESIGNATION -  5409 G
 SL1678  PID         -  SL1678
 SL1678  STATE/COUNTY-  MN/NORMAN
 SL1678  USGS QUAD   -  SHELLY (1963)
 SL1678
 SL1678                         *CURRENT SURVEY CONTROL
 SL1678  ___________________________________________________________________
 SL1678* NAD 83(1986)-  47 27 33.     (N)    096 49 07.     (W)     SCALED    
 SL1678* NAVD 88     -       265.051  (meters)     869.59   (feet)  ADJUSTED  
 SL1678  ___________________________________________________________________
 SL1678  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 SL1678  DYNAMIC HT  -         265.090 (meters)     869.72  (feet)  COMP
 SL1678  MODELED GRAV-     980,754.0   (mgal)                       NAVD 88
 SL1678
 SL1678  VERT ORDER  -  SECOND    CLASS I
 SL1678
 SL1678.The horizontal coordinates were scaled from a topographic map and have
 SL1678.an estimated accuracy of +/- 6 seconds.
 SL1678
 SL1678.The orthometric height was determined by differential leveling
 SL1678.and adjusted by the National Geodetic Survey in June 1991..
 SL1678
 SL1678.The geoid height was determined by GEOID03.
 SL1678
 SL1678.The dynamic height is computed by dividing the NAVD 88
 SL1678.geopotential number by the normal gravity value computed on the
 SL1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1678.degrees latitude (g = 980.6199 gals.).
 SL1678
 SL1678.The modeled gravity was interpolated from observed gravity values.
 SL1678
 SL1678;                    North         East    Units  Estimated Accuracy
 SL1678;SPC MN N     -   213,380.      519,740.      MT  (+/- 180 meters Scaled)
 SL1678
 SL1678                          SUPERSEDED SURVEY CONTROL
 SL1678
 SL1678.No superseded survey control is available for this station.
 SL1678
 SL1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT644584(NAD 83)
 SL1678_MARKER: DB = BENCH MARK DISK
 SL1678_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 SL1678_SP_SET: WATER TANK FOOTING
 SL1678_STAMPING: 5409 G 1987
 SL1678_MARK LOGO: MNDT  
 SL1678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SL1678+STABILITY: POSITION/ELEVATION WELL
 SL1678
 SL1678  HISTORY     - Date     Condition        Report By
 SL1678  HISTORY     - 1987     MONUMENTED       MNDT
 SL1678
 SL1678                          STATION DESCRIPTION
 SL1678
 SL1678'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1678'IN SHELLY.
 SL1678'THE MARK IS LOCATED IN THE TOWN OF SHELLY, IN THE SE 1/4 OF SECTION
 SL1678'18, T146N, R48W, IN THE CONCRETE FOOTING OF THE CITY WATER TANK.  THE
 SL1678'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 SL1678'STAMPED---5409 G 1987---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF
 SL1678'THE SOUTHEAST CORNER OF THE 4 FOOT BY 8 FOOT CONCRETE FOOTING FOR THE
 SL1678'STANDPIPE OF THE CITY WATER TANK AND IT IS ABOUT LEVEL WITH A GRAVEL
 SL1678'ALLEY.  THE MARK IS ABOUT 250 FEET WEST OF TRUNK HIGHWAY 75, ABOUT
 SL1678'250 FEET NORTH OF MAIN STREET, AND 26 FEET NORTH OF THE CENTER OF A
 SL1678'GRAVEL ALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1680 ***********************************************************************
 SL1680  DESIGNATION -  5409 H
 SL1680  PID         -  SL1680
 SL1680  STATE/COUNTY-  MN/NORMAN
 SL1680  USGS QUAD   -  SHELLY (1963)
 SL1680
 SL1680                         *CURRENT SURVEY CONTROL
 SL1680  ___________________________________________________________________
 SL1680* NAD 83(1986)-  47 26 28.     (N)    096 49 27.     (W)     SCALED    
 SL1680* NAVD 88     -       263.090  (meters)     863.15   (feet)  ADJUSTED  
 SL1680  ___________________________________________________________________
 SL1680  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 SL1680  DYNAMIC HT  -         263.128 (meters)     863.28  (feet)  COMP
 SL1680  MODELED GRAV-     980,752.7   (mgal)                       NAVD 88
 SL1680
 SL1680  VERT ORDER  -  SECOND    CLASS I
 SL1680
 SL1680.The horizontal coordinates were scaled from a topographic map and have
 SL1680.an estimated accuracy of +/- 6 seconds.
 SL1680
 SL1680.The orthometric height was determined by differential leveling
 SL1680.and adjusted by the National Geodetic Survey in June 1991..
 SL1680
 SL1680.The geoid height was determined by GEOID03.
 SL1680
 SL1680.The dynamic height is computed by dividing the NAVD 88
 SL1680.geopotential number by the normal gravity value computed on the
 SL1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1680.degrees latitude (g = 980.6199 gals.).
 SL1680
 SL1680.The modeled gravity was interpolated from observed gravity values.
 SL1680
 SL1680;                    North         East    Units  Estimated Accuracy
 SL1680;SPC MN N     -   211,390.      519,220.      MT  (+/- 180 meters Scaled)
 SL1680
 SL1680                          SUPERSEDED SURVEY CONTROL
 SL1680
 SL1680.No superseded survey control is available for this station.
 SL1680
 SL1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT640564(NAD 83)
 SL1680_MARKER: DB = BENCH MARK DISK
 SL1680_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1680_SP_SET: ALUMINUM ALLOY ROD
 SL1680_STAMPING: 5409 H 1987
 SL1680_MARK LOGO: MNDT  
 SL1680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1680
 SL1680  HISTORY     - Date     Condition        Report By
 SL1680  HISTORY     - 1987     MONUMENTED       MNDT
 SL1680
 SL1680                          STATION DESCRIPTION
 SL1680
 SL1680'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1680'1 MI SOUTH FROM SHELLY.
 SL1680'THE MARK IS LOCATED ABOUT 1 MILE SOUTH OF THE TOWN OF SHELLY, IN THE
 SL1680'SE 1/4 OF SECTION 19, T146N, R48W, IN THE NORTHEAST QUADRANT OF THE
 SL1680'INTERSECTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 113, 1.0 MILE SOUTH
 SL1680'ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY ROAD 3 IN
 SL1680'SHELLY.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 SL1680'DISK STAMPED---5409 H 1987---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 SL1680'DIAMETER BY 30 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 SL1680'OF THE GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  THE
 SL1680'MARK IS 90.4 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 75, 33 FEET
 SL1680'NORTH OF THE CENTER OF COUNTY ROAD 113, 8.3 FEET WEST OF A POWER
 SL1680'POLE, 2.0 FEET NORTH OF A STEEL RIGHT-OF-WAY POST, AND 1.3 FEET SOUTH
 SL1680'OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 SL1680'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1681 ***********************************************************************
 SL1681  DESIGNATION -  5409 J
 SL1681  PID         -  SL1681
 SL1681  STATE/COUNTY-  MN/NORMAN
 SL1681  USGS QUAD   -  SHELLY (1963)
 SL1681
 SL1681                         *CURRENT SURVEY CONTROL
 SL1681  ___________________________________________________________________
 SL1681* NAD 83(1986)-  47 25 34.     (N)    096 49 30.     (W)     SCALED    
 SL1681* NAVD 88     -       263.022  (meters)     862.93   (feet)  ADJUSTED  
 SL1681  ___________________________________________________________________
 SL1681  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 SL1681  DYNAMIC HT  -         263.061 (meters)     863.06  (feet)  COMP
 SL1681  MODELED GRAV-     980,751.5   (mgal)                       NAVD 88
 SL1681
 SL1681  VERT ORDER  -  SECOND    CLASS I
 SL1681
 SL1681.The horizontal coordinates were scaled from a topographic map and have
 SL1681.an estimated accuracy of +/- 6 seconds.
 SL1681
 SL1681.The orthometric height was determined by differential leveling
 SL1681.and adjusted by the National Geodetic Survey in June 1991..
 SL1681
 SL1681.The geoid height was determined by GEOID03.
 SL1681
 SL1681.The dynamic height is computed by dividing the NAVD 88
 SL1681.geopotential number by the normal gravity value computed on the
 SL1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1681.degrees latitude (g = 980.6199 gals.).
 SL1681
 SL1681.The modeled gravity was interpolated from observed gravity values.
 SL1681
 SL1681;                    North         East    Units  Estimated Accuracy
 SL1681;SPC MN N     -   209,730.      519,080.      MT  (+/- 180 meters Scaled)
 SL1681
 SL1681                          SUPERSEDED SURVEY CONTROL
 SL1681
 SL1681.No superseded survey control is available for this station.
 SL1681
 SL1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT640548(NAD 83)
 SL1681_MARKER: DB = BENCH MARK DISK
 SL1681_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1681_SP_SET: ALUMINUM ALLOY ROD
 SL1681_STAMPING: 5409 J 1987
 SL1681_MARK LOGO: MNDT  
 SL1681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1681
 SL1681  HISTORY     - Date     Condition        Report By
 SL1681  HISTORY     - 1987     MONUMENTED       MNDT
 SL1681
 SL1681                          STATION DESCRIPTION
 SL1681
 SL1681'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1681'2 MI SOUTH FROM SHELLY.
 SL1681'THE MARK IS LOCATED ABOUT 2 MILES SOUTH OF THE TOWN OF SHELLY, IN THE
 SL1681'NW 1/4 OF SECTION 31, T146N, 48W, IN THE SOUTHWEST QUADRANT OF THE
 SL1681'INTERSECTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 119, 2.0 MILES SOUTH
 SL1681'ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY ROAD 3 IN
 SL1681'SHELLY.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 SL1681'DISK STAMPED---5409 J 1987---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 SL1681'DIAMETER BY 35 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 SL1681'OF THE GROUND AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  THE
 SL1681'MARK IS 71.4 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 75, 39 FEET
 SL1681'SOUTH OF THE CENTER OF COUNTY ROAD 119, 51.6 FEET EAST OF THE EAST
 SL1681'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 2.6 FEET EAST OF A POWER
 SL1681'POLE, AND 1.1 FEET NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE
 SL1681'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1682 ***********************************************************************
 SL1682  DESIGNATION -  5409 K
 SL1682  PID         -  SL1682
 SL1682  STATE/COUNTY-  MN/NORMAN
 SL1682  USGS QUAD   -  SHELLY (1963)
 SL1682
 SL1682                         *CURRENT SURVEY CONTROL
 SL1682  ___________________________________________________________________
 SL1682* NAD 83(1986)-  47 24 56.     (N)    096 49 30.     (W)     SCALED    
 SL1682* NAVD 88     -       263.498  (meters)     864.49   (feet)  ADJUSTED  
 SL1682  ___________________________________________________________________
 SL1682  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 SL1682  DYNAMIC HT  -         263.536 (meters)     864.62  (feet)  COMP
 SL1682  MODELED GRAV-     980,750.6   (mgal)                       NAVD 88
 SL1682
 SL1682  VERT ORDER  -  SECOND    CLASS I
 SL1682
 SL1682.The horizontal coordinates were scaled from a topographic map and have
 SL1682.an estimated accuracy of +/- 6 seconds.
 SL1682
 SL1682.The orthometric height was determined by differential leveling
 SL1682.and adjusted by the National Geodetic Survey in June 1991..
 SL1682
 SL1682.The geoid height was determined by GEOID03.
 SL1682
 SL1682.The dynamic height is computed by dividing the NAVD 88
 SL1682.geopotential number by the normal gravity value computed on the
 SL1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1682.degrees latitude (g = 980.6199 gals.).
 SL1682
 SL1682.The modeled gravity was interpolated from observed gravity values.
 SL1682
 SL1682;                    North         East    Units  Estimated Accuracy
 SL1682;SPC MN N     -   208,560.      519,020.      MT  (+/- 180 meters Scaled)
 SL1682
 SL1682                          SUPERSEDED SURVEY CONTROL
 SL1682
 SL1682.No superseded survey control is available for this station.
 SL1682
 SL1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT640536(NAD 83)
 SL1682_MARKER: DB = BENCH MARK DISK
 SL1682_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1682_SP_SET: ALUMINUM ALLOY ROD
 SL1682_STAMPING: 5409 K 1987
 SL1682_MARK LOGO: MNDT  
 SL1682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1682
 SL1682  HISTORY     - Date     Condition        Report By
 SL1682  HISTORY     - 1987     MONUMENTED       MNDT
 SL1682
 SL1682                          STATION DESCRIPTION
 SL1682
 SL1682'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1682'2.8 MI SOUTH FROM SHELLY.
 SL1682'THE MARK IS LOCATED ABOUT 2-3/4 MILES SOUTH OF THE TOWN OF SHELLY, IN
 SL1682'THE SW 1/4 OF SECTION 31, T146N, R48W, ALONG THE BURLINGTON NORTHERN
 SL1682'RAILROAD, NEAR A FIELD ENTRANCE ON THE WEST RIGHT-OF-WAY OF TRUNK
 SL1682'HIGHWAY 75, 3.65 MILES SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION
 SL1682'WITH COUNTY ROAD 3 IN SHELLY.  THE MARK, A STANDARD MNDT ALUMINUM
 SL1682'VERTICAL CONTROL MONUMENT DISK STAMPED---5409 K 1987---, IS SET ON
 SL1682'THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 40 FOOT LONG ALUMINUM ROD
 SL1682'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE
 SL1682'HIGHWAY.  THE MARK IS 109.0 FEET WEST OF THE CENTERLINE OF TRUNK
 SL1682'HIGHWAY 75, 13.2 FEET EAST OF THE EAST RAIL OF THE RAILROAD, 11 FEET
 SL1682'NORTH OF THE CENTER OF A FIELD ENTRANCE, AND 5.0 FEET SOUTH OF A
 SL1682'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1683 ***********************************************************************
 SL1683  DESIGNATION -  5409 L
 SL1683  PID         -  SL1683
 SL1683  STATE/COUNTY-  MN/NORMAN
 SL1683  USGS QUAD   -  SHELLY (1963)
 SL1683
 SL1683                         *CURRENT SURVEY CONTROL
 SL1683  ___________________________________________________________________
 SL1683* NAD 83(1986)-  47 24 17.     (N)    096 49 31.     (W)     SCALED    
 SL1683* NAVD 88     -       263.586  (meters)     864.78   (feet)  ADJUSTED  
 SL1683  ___________________________________________________________________
 SL1683  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 SL1683  DYNAMIC HT  -         263.624 (meters)     864.91  (feet)  COMP
 SL1683  MODELED GRAV-     980,749.9   (mgal)                       NAVD 88
 SL1683
 SL1683  VERT ORDER  -  SECOND    CLASS I
 SL1683
 SL1683.The horizontal coordinates were scaled from a topographic map and have
 SL1683.an estimated accuracy of +/- 6 seconds.
 SL1683
 SL1683.The orthometric height was determined by differential leveling
 SL1683.and adjusted by the National Geodetic Survey in June 1991..
 SL1683
 SL1683.The geoid height was determined by GEOID03.
 SL1683
 SL1683.The dynamic height is computed by dividing the NAVD 88
 SL1683.geopotential number by the normal gravity value computed on the
 SL1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1683.degrees latitude (g = 980.6199 gals.).
 SL1683
 SL1683.The modeled gravity was interpolated from observed gravity values.
 SL1683
 SL1683;                    North         East    Units  Estimated Accuracy
 SL1683;SPC MN N     -   207,360.      518,950.      MT  (+/- 180 meters Scaled)
 SL1683
 SL1683                          SUPERSEDED SURVEY CONTROL
 SL1683
 SL1683.No superseded survey control is available for this station.
 SL1683
 SL1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT640524(NAD 83)
 SL1683_MARKER: DB = BENCH MARK DISK
 SL1683_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1683_SP_SET: ALUMINUM ALLOY ROD
 SL1683_STAMPING: 5409 L 1987
 SL1683_MARK LOGO: MNDT  
 SL1683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1683
 SL1683  HISTORY     - Date     Condition        Report By
 SL1683  HISTORY     - 1987     MONUMENTED       MNDT
 SL1683
 SL1683                          STATION DESCRIPTION
 SL1683
 SL1683'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1683'3.6 MI NORTH FROM HALSTAD.
 SL1683'THE MARK IS LOCATED ABOUT 3-1/2 MILES NORTH OF THE TOWN OF HALSTAD,
 SL1683'IN THE NW 1/4 OF SECTION 6, T145N, R48W, ALONG THE BURLINGTON
 SL1683'NORTHERN RAILROAD, IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF
 SL1683'TRUNK HIGHWAY 75 AND A DIRT ROAD WEST, 3.6 MILES NORTH ALONG TRUNK
 SL1683'HIGHWAY 75 FROM ITS JUNCTION WITH TRUNK HIGHWAY 200 IN HALSTAD.  THE
 SL1683'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 SL1683'STAMPED---5409 L 1987---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 SL1683'DIAMETER BY 40 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 SL1683'OF THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.  THE MARK IS 99.7
 SL1683'FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 75, 13 FEET NORTH OF THE
 SL1683'CENTER OF A DIRT ROAD, 23.1 FEET EAST OF THE EAST RAIL OF THE
 SL1683'RAILROAD TRACK, 2.0 FEET EAST OF A RAILROAD CROSSING SIGN, AND 0.8
 SL1683'FOOT SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE
 SL1683'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1684 ***********************************************************************
 SL1684  DESIGNATION -  5409 M
 SL1684  PID         -  SL1684
 SL1684  STATE/COUNTY-  MN/NORMAN
 SL1684  USGS QUAD   -  SHELLY (1963)
 SL1684
 SL1684                         *CURRENT SURVEY CONTROL
 SL1684  ___________________________________________________________________
 SL1684* NAD 83(1986)-  47 23 35.     (N)    096 49 31.     (W)     SCALED    
 SL1684* NAVD 88     -       262.420  (meters)     860.96   (feet)  ADJUSTED  
 SL1684  ___________________________________________________________________
 SL1684  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 SL1684  DYNAMIC HT  -         262.457 (meters)     861.08  (feet)  COMP
 SL1684  MODELED GRAV-     980,749.0   (mgal)                       NAVD 88
 SL1684
 SL1684  VERT ORDER  -  SECOND    CLASS I
 SL1684
 SL1684.The horizontal coordinates were scaled from a topographic map and have
 SL1684.an estimated accuracy of +/- 6 seconds.
 SL1684
 SL1684.The orthometric height was determined by differential leveling
 SL1684.and adjusted by the National Geodetic Survey in June 1991..
 SL1684
 SL1684.The geoid height was determined by GEOID03.
 SL1684
 SL1684.The dynamic height is computed by dividing the NAVD 88
 SL1684.geopotential number by the normal gravity value computed on the
 SL1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1684.degrees latitude (g = 980.6199 gals.).
 SL1684
 SL1684.The modeled gravity was interpolated from observed gravity values.
 SL1684
 SL1684;                    North         East    Units  Estimated Accuracy
 SL1684;SPC MN N     -   206,060.      518,880.      MT  (+/- 180 meters Scaled)
 SL1684
 SL1684                          SUPERSEDED SURVEY CONTROL
 SL1684
 SL1684.No superseded survey control is available for this station.
 SL1684
 SL1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT641511(NAD 83)
 SL1684_MARKER: DB = BENCH MARK DISK
 SL1684_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1684_SP_SET: ALUMINUM ALLOY ROD
 SL1684_STAMPING: 5409 M 1987
 SL1684_MARK LOGO: MNDT  
 SL1684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1684
 SL1684  HISTORY     - Date     Condition        Report By
 SL1684  HISTORY     - 1987     MONUMENTED       MNDT
 SL1684
 SL1684                          STATION DESCRIPTION
 SL1684
 SL1684'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1684'2.8 MI NORTH FROM HALSTAD.
 SL1684'THE MARK IS LOCATED ABOUT 2-3/4 MILES NORTH OF THE TOWN OF HALSTAD,
 SL1684'IN THE NE 1/4 OF SECTION 7, T145N, R48W, ALONG THE BURLINGTON
 SL1684'NORTHERN RAILROAD, NEAR AN ENTRANCE ON THE WEST RIGHT-OF-WAY OF TRUNK
 SL1684'HIGHWAY 75, 2.85 MILES NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION
 SL1684'WITH TRUNK HIGHWAY 200 IN HALSTAD.  THE MARK, A STANDARD MNDT
 SL1684'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5409 M 1987---, IS
 SL1684'SET ON THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 25 FOOT LONG ALUMINUM
 SL1684'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET
 SL1684'BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 76.9 FEET WEST OF THE
 SL1684'CENTERLINE OF TRUNK HIGHWAY 75, 47.1 FEET EAST OF THE EAST RAIL OF
 SL1684'THE RAILROAD, 24 FEET NORTH OF THE CENTER OF AN ENTRANCE, 7.6 FEET
 SL1684'SOUTH OF A TWIN 12 INCH DIAMETER ELM TREE, AND 0.8 FOOT EAST OF A
 SL1684'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1685 ***********************************************************************
 SL1685  DESIGNATION -  5409 N
 SL1685  PID         -  SL1685
 SL1685  STATE/COUNTY-  MN/NORMAN
 SL1685  USGS QUAD   -  SHELLY (1963)
 SL1685
 SL1685                         *CURRENT SURVEY CONTROL
 SL1685  ___________________________________________________________________
 SL1685* NAD 83(1986)-  47 22 57.     (N)    096 49 32.     (W)     SCALED    
 SL1685* NAVD 88     -       263.591  (meters)     864.80   (feet)  ADJUSTED  
 SL1685  ___________________________________________________________________
 SL1685  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 SL1685  DYNAMIC HT  -         263.628 (meters)     864.92  (feet)  COMP
 SL1685  MODELED GRAV-     980,747.9   (mgal)                       NAVD 88
 SL1685
 SL1685  VERT ORDER  -  SECOND    CLASS I
 SL1685
 SL1685.The horizontal coordinates were scaled from a topographic map and have
 SL1685.an estimated accuracy of +/- 6 seconds.
 SL1685
 SL1685.The orthometric height was determined by differential leveling
 SL1685.and adjusted by the National Geodetic Survey in June 1991..
 SL1685
 SL1685.The geoid height was determined by GEOID03.
 SL1685
 SL1685.The dynamic height is computed by dividing the NAVD 88
 SL1685.geopotential number by the normal gravity value computed on the
 SL1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1685.degrees latitude (g = 980.6199 gals.).
 SL1685
 SL1685.The modeled gravity was interpolated from observed gravity values.
 SL1685
 SL1685;                    North         East    Units  Estimated Accuracy
 SL1685;SPC MN N     -   204,890.      518,810.      MT  (+/- 180 meters Scaled)
 SL1685
 SL1685                          SUPERSEDED SURVEY CONTROL
 SL1685
 SL1685.No superseded survey control is available for this station.
 SL1685
 SL1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT641499(NAD 83)
 SL1685_MARKER: DB = BENCH MARK DISK
 SL1685_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1685_SP_SET: ALUMINUM ALLOY ROD
 SL1685_STAMPING: 5409 N 1987
 SL1685_MARK LOGO: MNDT  
 SL1685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1685
 SL1685  HISTORY     - Date     Condition        Report By
 SL1685  HISTORY     - 1987     MONUMENTED       MNDT
 SL1685
 SL1685                          STATION DESCRIPTION
 SL1685
 SL1685'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1685'2.1 MI NORTH FROM HALSTAD.
 SL1685'THE MARK IS LOCATED ABOUT 2 MILES NORTH OF THE TOWN OF HALSTAD, IN
 SL1685'THE NE 1/4 OF SECTION 18, T145N, R48W, ALONG THE BURLINGTON NORTHERN
 SL1685'RAILROAD, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF TRUNK
 SL1685'HIGHWAY 75 AND AN EAST-WEST GRAVEL ROAD, 2.15 MILES NORTH ALONG TRUNK
 SL1685'HIGHWAY 75 FROM ITS JUNCTION WITH TRUNK HIGHWAY 200 IN HALSTAD.  THE
 SL1685'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 SL1685'STAMPED---5409 N 1987---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 SL1685'DIAMETER BY 30 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 SL1685'OF THE GROUND AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE RAILROAD
 SL1685'TRACKS.  THE MARK IS 147.9 FEET WEST OF THE CENTERLINE OF TRUNK
 SL1685'HIGHWAY 75, 20 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 20.3 FEET
 SL1685'WEST OF THE WEST RAIL OF THE RAILROAD, 3.3 FEET EAST OF A RAILROAD
 SL1685'CROSSING SIGN, AND 1.2 FEET SOUTH OF A STEEL WITNESS POST.  A MAGNET
 SL1685'IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1687 ***********************************************************************
 SL1687  DESIGNATION -  5409 P
 SL1687  PID         -  SL1687
 SL1687  STATE/COUNTY-  MN/NORMAN
 SL1687  USGS QUAD   -  HALSTAD (1963)
 SL1687
 SL1687                         *CURRENT SURVEY CONTROL
 SL1687  ___________________________________________________________________
 SL1687* NAD 83(1986)-  47 21 37.     (N)    096 49 32.     (W)     SCALED    
 SL1687* NAVD 88     -       262.886  (meters)     862.49   (feet)  ADJUSTED  
 SL1687  ___________________________________________________________________
 SL1687  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 SL1687  DYNAMIC HT  -         262.922 (meters)     862.60  (feet)  COMP
 SL1687  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 SL1687
 SL1687  VERT ORDER  -  SECOND    CLASS I
 SL1687
 SL1687.The horizontal coordinates were scaled from a topographic map and have
 SL1687.an estimated accuracy of +/- 6 seconds.
 SL1687
 SL1687.The orthometric height was determined by differential leveling
 SL1687.and adjusted by the National Geodetic Survey in June 1991..
 SL1687
 SL1687.The geoid height was determined by GEOID03.
 SL1687
 SL1687.The dynamic height is computed by dividing the NAVD 88
 SL1687.geopotential number by the normal gravity value computed on the
 SL1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1687.degrees latitude (g = 980.6199 gals.).
 SL1687
 SL1687.The modeled gravity was interpolated from observed gravity values.
 SL1687
 SL1687;                    North         East    Units  Estimated Accuracy
 SL1687;SPC MN N     -   202,420.      518,690.      MT  (+/- 180 meters Scaled)
 SL1687
 SL1687                          SUPERSEDED SURVEY CONTROL
 SL1687
 SL1687.No superseded survey control is available for this station.
 SL1687
 SL1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT641474(NAD 83)
 SL1687_MARKER: DB = BENCH MARK DISK
 SL1687_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1687_SP_SET: ALUMINUM ALLOY ROD
 SL1687_STAMPING: 5409 P 1987
 SL1687_MARK LOGO: MNDT  
 SL1687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1687
 SL1687  HISTORY     - Date     Condition        Report By
 SL1687  HISTORY     - 1987     MONUMENTED       MNDT
 SL1687
 SL1687                          STATION DESCRIPTION
 SL1687
 SL1687'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1687'0.7 MI NORTH FROM HALSTAD.
 SL1687'THE MARK IS LOCATED ABOUT 1/2 MILE NORTH OF THE TOWN OF HALSTAD, IN
 SL1687'THE SW 1/4 OF SECTION 19, T145N, R48W, IN THE SOUTHEAST QUADRANT OF
 SL1687'THE INTERSECTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 19 EAST, 0.65
 SL1687'MILE NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH TRUNK
 SL1687'HIGHWAY 200 IN HALSTAD.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 SL1687'CONTROL MONUMENT DISK STAMPED---5409 P 1987---, IS SET ON THE TOP OF
 SL1687'A DRIVEN 3/4 INCH DIAMETER BY 35 FOOT LONG ALUMINUM ROD THAT IS FLUSH
 SL1687'WITH THE SURFACE OF THE GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF
 SL1687'THE HIGHWAY.  THE MARK IS 77.7 FEET EAST OF THE CENTERLINE OF TRUNK
 SL1687'HIGHWAY 75 AT MILEPOINT 285.4, 60.7 FEET SOUTH OF THE CENTERLINE OF
 SL1687'COUNTY ROAD 19, 13.6 FEET NORTH-NORTHEAST OF AN UNDERGROUND CABLE
 SL1687'MARKER POST, 7 FEET WEST OF A POWER POLE, 2.6 FEET EAST OF A
 SL1687'RIGHT-OF-WAY POST, AND 1.6 FEET WEST OF A STEEL WITNESS POST.  A
 SL1687'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1688 ***********************************************************************
 SL1688  DESIGNATION -  5409 Q
 SL1688  PID         -  SL1688
 SL1688  STATE/COUNTY-  MN/NORMAN
 SL1688  USGS QUAD   -  HALSTAD (1963)
 SL1688
 SL1688                         *CURRENT SURVEY CONTROL
 SL1688  ___________________________________________________________________
 SL1688* NAD 83(1986)-  47 20 20.     (N)    096 49 28.     (W)     SCALED    
 SL1688* NAVD 88     -       261.700  (meters)     858.59   (feet)  ADJUSTED  
 SL1688  ___________________________________________________________________
 SL1688  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 SL1688  DYNAMIC HT  -         261.735 (meters)     858.71  (feet)  COMP
 SL1688  MODELED GRAV-     980,739.2   (mgal)                       NAVD 88
 SL1688
 SL1688  VERT ORDER  -  SECOND    CLASS I
 SL1688
 SL1688.The horizontal coordinates were scaled from a topographic map and have
 SL1688.an estimated accuracy of +/- 6 seconds.
 SL1688
 SL1688.The orthometric height was determined by differential leveling
 SL1688.and adjusted by the National Geodetic Survey in June 1991..
 SL1688
 SL1688.The geoid height was determined by GEOID03.
 SL1688
 SL1688.The dynamic height is computed by dividing the NAVD 88
 SL1688.geopotential number by the normal gravity value computed on the
 SL1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1688.degrees latitude (g = 980.6199 gals.).
 SL1688
 SL1688.The modeled gravity was interpolated from observed gravity values.
 SL1688
 SL1688;                    North         East    Units  Estimated Accuracy
 SL1688;SPC MN N     -   200,040.      518,660.      MT  (+/- 180 meters Scaled)
 SL1688
 SL1688                          SUPERSEDED SURVEY CONTROL
 SL1688
 SL1688.No superseded survey control is available for this station.
 SL1688
 SL1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT643451(NAD 83)
 SL1688_MARKER: DB = BENCH MARK DISK
 SL1688_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SL1688_SP_SET: CONCRETE BOX CULVERT
 SL1688_STAMPING: 5409 Q 1987
 SL1688_MARK LOGO: MNDT  
 SL1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1688+STABILITY: SURFACE MOTION
 SL1688
 SL1688  HISTORY     - Date     Condition        Report By
 SL1688  HISTORY     - 1987     MONUMENTED       MNDT
 SL1688
 SL1688                          STATION DESCRIPTION
 SL1688
 SL1688'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1688'0.8 MI SOUTH FROM HALSTAD.
 SL1688'THE MARK IS LOCATED ABOUT 3/4 MILE SOUTH OF THE TOWN OF HALSTAD, IN
 SL1688'THE NW 1/4 OF SECTION 31, T145N, R48W, IN THE SOUTHWEST CORNER OF A
 SL1688'CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 75, 0.85 MILE SOUTH ALONG
 SL1688'TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH TRUNK HIGHWAY 200 IN HALSTAD.
 SL1688'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 SL1688'STAMPED---5409 Q 1987---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF
 SL1688'THE SOUTHWEST HEADWALL OF THE BOX CULVERT AND IS ABOUT 8 FEET BELOW
 SL1688'THE LEVEL OF THE HIGHWAY.  THE MARK IS 53.0 FEET WEST OF THE
 SL1688'CENTERLINE OF TRUNK HIGHWAY 75 AT MILEPOINT 283.90 AND 143 FEET SOUTH
 SL1688'OF THE EXTENDED CENTERLINE OF COUNTY ROAD 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1689 ***********************************************************************
 SL1689  DESIGNATION -  5411 A
 SL1689  PID         -  SL1689
 SL1689  STATE/COUNTY-  MN/NORMAN
 SL1689  USGS QUAD   -  HALSTAD (1963)
 SL1689
 SL1689                         *CURRENT SURVEY CONTROL
 SL1689  ___________________________________________________________________
 SL1689* NAD 83(1986)-  47 21 02.     (N)    096 49 53.     (W)     SCALED    
 SL1689* NAVD 88     -       263.197  (meters)     863.51   (feet)  ADJUSTED  
 SL1689  ___________________________________________________________________
 SL1689  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 SL1689  DYNAMIC HT  -         263.233 (meters)     863.62  (feet)  COMP
 SL1689  MODELED GRAV-     980,741.7   (mgal)                       NAVD 88
 SL1689
 SL1689  VERT ORDER  -  SECOND    CLASS I
 SL1689
 SL1689.The horizontal coordinates were scaled from a topographic map and have
 SL1689.an estimated accuracy of +/- 6 seconds.
 SL1689
 SL1689.The orthometric height was determined by differential leveling
 SL1689.and adjusted by the National Geodetic Survey in June 1991..
 SL1689
 SL1689.The geoid height was determined by GEOID03.
 SL1689
 SL1689.The dynamic height is computed by dividing the NAVD 88
 SL1689.geopotential number by the normal gravity value computed on the
 SL1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1689.degrees latitude (g = 980.6199 gals.).
 SL1689
 SL1689.The modeled gravity was interpolated from observed gravity values.
 SL1689
 SL1689;                    North         East    Units  Estimated Accuracy
 SL1689;SPC MN N     -   201,360.      518,190.      MT  (+/- 180 meters Scaled)
 SL1689
 SL1689                          SUPERSEDED SURVEY CONTROL
 SL1689
 SL1689.No superseded survey control is available for this station.
 SL1689
 SL1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT637464(NAD 83)
 SL1689_MARKER: DB = BENCH MARK DISK
 SL1689_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 SL1689_SP_SET: WATER TANK FOOTING
 SL1689_STAMPING: 5411 A 1987
 SL1689_MARK LOGO: MNDT  
 SL1689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SL1689+STABILITY: POSITION/ELEVATION WELL
 SL1689
 SL1689  HISTORY     - Date     Condition        Report By
 SL1689  HISTORY     - 1987     MONUMENTED       MNDT
 SL1689
 SL1689                          STATION DESCRIPTION
 SL1689
 SL1689'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1689'IN HALSTAD.
 SL1689'THE MARK IS LOCATED IN THE TOWN OF HALSTAD, IN THE NW 1/4 OF SECTION
 SL1689'30, T145N, R48W, IN THE FOOTING FOR THE SOUTHEAST LEG OF THE CITY
 SL1689'WATER TANK, 0.25 MILE WEST ALONG TRUNK HIGHWAY 200 FROM ITS JUNCTION
 SL1689'WITH TRUNK HIGHWAY 75 IN HALSTAD, THENCE 0.1 MILE SOUTH ON A ROAD.
 SL1689'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 SL1689'STAMPED---5411 A 1987---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF
 SL1689'THE CONCRETE FOOTING FOR THE SOUTHEAST LEG OF THE WATER TANK AND IS
 SL1689'ABOUT 0.6 FOOT ABOVE THE LEVEL OF THE GROUND.  THE MARK IS 64 FEET
 SL1689'EAST OF THE CENTER OF A ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8482 ***********************************************************************
 DG8482  DESIGNATION -  5413 A
 DG8482  PID         -  DG8482
 DG8482  STATE/COUNTY-  MN/NORMAN
 DG8482  USGS QUAD   -  FLOM (1966)
 DG8482
 DG8482                         *CURRENT SURVEY CONTROL
 DG8482  ___________________________________________________________________
 DG8482* NAD 83(1996)-  47 10 48.13673(N)    096 14 14.53793(W)     ADJUSTED  
 DG8482* NAVD 88     -       343.36   (meters)    1126.5    (feet)  LEVELING  
 DG8482  ___________________________________________________________________
 DG8482  X           -    -471,883.725 (meters)                     COMP
 DG8482  Y           -  -4,317,532.646 (meters)                     COMP
 DG8482  Z           -   4,655,624.474 (meters)                     COMP
 DG8482  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 DG8482  ELLIP HEIGHT-         316.72  (meters)          (11/24/04) GPS OBS
 DG8482  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DG8482
 DG8482  HORZ ORDER  -  FIRST
 DG8482  VERT ORDER  -  THIRD ?
 DG8482  ELLP ORDER  -  THIRD     CLASS II
 DG8482
 DG8482.The horizontal coordinates were established by GPS observations
 DG8482.and adjusted by the MN DEPT OF TRANSP in November 2004..
 DG8482
 DG8482.The orthometric height was determined by differential leveling.
 DG8482.The vertical network tie was performed by a horz. field party for horz.
 DG8482.obs reductions. Reset procedures were used to establish the elevation.
 DG8482
 DG8482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8482
 DG8482.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8482
 DG8482.The ellipsoidal height was determined by GPS observations
 DG8482.and is referenced to NAD 83.
 DG8482
 DG8482.The geoid height was determined by GEOID03.
 DG8482
 DG8482;                    North         East     Units Scale Factor Converg.
 DG8482;SPC MN N     -   180,427.941   562,259.747   MT  0.99996776   -2 19 31.7
 DG8482;UTM  14      - 5,228,874.232   709,317.770   MT  1.00013850   +2 01 37.6
 DG8482
 DG8482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8482!SPC MN N     -   0.99995036  x   0.99996776  =   0.99991812
 DG8482!UTM  14      -   0.99995036  x   1.00013850  =   1.00008885
 DG8482
 DG8482                          SUPERSEDED SURVEY CONTROL
 DG8482
 DG8482.No superseded survey control is available for this station.
 DG8482
 DG8482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0931828874(NAD 83)
 DG8482_MARKER: DD = SURVEY DISK
 DG8482_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8482_STAMPING: 5413 A 2004
 DG8482_MARK LOGO: MNDT  
 DG8482_PROJECTION: RECESSED 3 CENTIMETERS
 DG8482_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8482+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8482_ROD/PIPE-DEPTH:  7.6 meters
 DG8482
 DG8482  HISTORY     - Date     Condition        Report By
 DG8482  HISTORY     - 2004     MONUMENTED       MNDT
 DG8482
 DG8482                          STATION DESCRIPTION
 DG8482
 DG8482'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8482'1.0 MILES EAST OF SYRE, 1.0 MILES EAST ALONG TRUNK HIGHWAY 113 FROM
 DG8482'THE JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 32 IN SYRE, AT
 DG8482'TRUNK HIGHWAY 113 MILEPOINT 1.0, 66.6 FEET SOUTH OF TRUNK HIGHWAY 113,
 DG8482'37.1 FEET WEST OF 390 STREET, 1.3 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8483 ***********************************************************************
 DG8483  DESIGNATION -  5413 B
 DG8483  PID         -  DG8483
 DG8483  STATE/COUNTY-  MN/NORMAN
 DG8483  USGS QUAD   -  FLOM (1966)
 DG8483
 DG8483                         *CURRENT SURVEY CONTROL
 DG8483  ___________________________________________________________________
 DG8483* NAD 83(1996)-  47 10 49.50691(N)    096 12 58.21212(W)     ADJUSTED  
 DG8483* NAVD 88     -       350.15   (meters)    1148.8    (feet)  LEVELING  
 DG8483  ___________________________________________________________________
 DG8483  X           -    -470,283.179 (meters)                     COMP
 DG8483  Y           -  -4,317,680.684 (meters)                     COMP
 DG8483  Z           -   4,655,658.202 (meters)                     COMP
 DG8483  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 DG8483  ELLIP HEIGHT-         323.49  (meters)          (11/24/04) GPS OBS
 DG8483  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DG8483
 DG8483  HORZ ORDER  -  FIRST
 DG8483  VERT ORDER  -  THIRD ?
 DG8483  ELLP ORDER  -  THIRD     CLASS II
 DG8483
 DG8483.The horizontal coordinates were established by GPS observations
 DG8483.and adjusted by the MN DEPT OF TRANSP in November 2004..
 DG8483
 DG8483.The orthometric height was determined by differential leveling.
 DG8483.The vertical network tie was performed by a horz. field party for horz.
 DG8483.obs reductions. Reset procedures were used to establish the elevation.
 DG8483
 DG8483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8483
 DG8483.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8483
 DG8483.The ellipsoidal height was determined by GPS observations
 DG8483.and is referenced to NAD 83.
 DG8483
 DG8483.The geoid height was determined by GEOID03.
 DG8483
 DG8483;                    North         East     Units Scale Factor Converg.
 DG8483;SPC MN N     -   180,405.232   563,867.171   MT  0.99996768   -2 18 35.2
 DG8483;UTM  14      - 5,228,973.597   710,922.562   MT  1.00014679   +2 02 33.7
 DG8483
 DG8483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8483!SPC MN N     -   0.99994930  x   0.99996768  =   0.99991698
 DG8483!UTM  14      -   0.99994930  x   1.00014679  =   1.00009608
 DG8483
 DG8483                          SUPERSEDED SURVEY CONTROL
 DG8483
 DG8483.No superseded survey control is available for this station.
 DG8483
 DG8483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT1092328974(NAD 83)
 DG8483_MARKER: DD = SURVEY DISK
 DG8483_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8483_STAMPING: 5413 B 2004
 DG8483_MARK LOGO: MNDT  
 DG8483_PROJECTION: RECESSED 3 CENTIMETERS
 DG8483_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8483+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8483_ROD/PIPE-DEPTH:  6.1 meters
 DG8483
 DG8483  HISTORY     - Date     Condition        Report By
 DG8483  HISTORY     - 2004     MONUMENTED       MNDT
 DG8483
 DG8483                          STATION DESCRIPTION
 DG8483
 DG8483'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8483'2.0 MILES EAST OF SYRE, 2.0 MILES EAST ALONG TRUNK HIGHWAY 113 FROM
 DG8483'THE JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 32 IN SYRE, AT
 DG8483'TRUNK HIGHWAY 113 MILEPOINT 2.0, 74.5 FEET NORTH OF TRUNK HIGHWAY 113,
 DG8483'53.6 FEET WEST OF COUNTY ROAD 164 (400 STREET), 1.2 FEET SOUTH OF
 DG8483'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8484 ***********************************************************************
 DG8484  DESIGNATION -  5413 C
 DG8484  PID         -  DG8484
 DG8484  STATE/COUNTY-  MN/NORMAN
 DG8484  USGS QUAD   -  FLOM (1966)
 DG8484
 DG8484                         *CURRENT SURVEY CONTROL
 DG8484  ___________________________________________________________________
 DG8484* NAD 83(1996)-  47 10 50.44193(N)    096 10 25.78626(W)     ADJUSTED  
 DG8484* NAVD 88     -       387.31   (meters)    1270.7    (feet)  LEVELING  
 DG8484  ___________________________________________________________________
 DG8484  X           -    -467,092.801 (meters)                     COMP
 DG8484  Y           -  -4,318,031.061 (meters)                     COMP
 DG8484  Z           -   4,655,705.057 (meters)                     COMP
 DG8484  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 DG8484  ELLIP HEIGHT-         360.61  (meters)          (11/24/04) GPS OBS
 DG8484  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 DG8484
 DG8484  HORZ ORDER  -  FIRST
 DG8484  VERT ORDER  -  THIRD ?
 DG8484  ELLP ORDER  -  THIRD     CLASS II
 DG8484
 DG8484.The horizontal coordinates were established by GPS observations
 DG8484.and adjusted by the MN DEPT OF TRANSP in November 2004..
 DG8484
 DG8484.The orthometric height was determined by differential leveling.
 DG8484.The vertical network tie was performed by a horz. field party for horz.
 DG8484.obs reductions. Reset procedures were used to establish the elevation.
 DG8484
 DG8484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8484
 DG8484.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8484
 DG8484.The ellipsoidal height was determined by GPS observations
 DG8484.and is referenced to NAD 83.
 DG8484
 DG8484.The geoid height was determined by GEOID03.
 DG8484
 DG8484;                    North         East     Units Scale Factor Converg.
 DG8484;SPC MN N     -   180,305.621   567,075.037   MT  0.99996763   -2 16 42.2
 DG8484;UTM  14      - 5,229,117.742   714,129.338   MT  1.00016355   +2 04 25.6
 DG8484
 DG8484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8484!SPC MN N     -   0.99994348  x   0.99996763  =   0.99991111
 DG8484!UTM  14      -   0.99994348  x   1.00016355  =   1.00010702
 DG8484
 DG8484                          SUPERSEDED SURVEY CONTROL
 DG8484
 DG8484.No superseded survey control is available for this station.
 DG8484
 DG8484_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT1412929118(NAD 83)
 DG8484_MARKER: DD = SURVEY DISK
 DG8484_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8484_STAMPING: 5413 C 2004
 DG8484_MARK LOGO: MNDT  
 DG8484_PROJECTION: RECESSED 3 CENTIMETERS
 DG8484_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8484+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8484_ROD/PIPE-DEPTH:  5.2 meters
 DG8484
 DG8484  HISTORY     - Date     Condition        Report By
 DG8484  HISTORY     - 2004     MONUMENTED       MNDT
 DG8484
 DG8484                          STATION DESCRIPTION
 DG8484
 DG8484'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8484'4.0 MILES EAST OF SYRE, 4.0 MILES EAST ALONG TRUNK HIGHWAY 113 FROM
 DG8484'THE JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 32 IN SYRE, AT
 DG8484'TRUNK HIGHWAY 113 MILEPOINT 4.0,  148.8 FEET NORTH OF TRUNK HIGHWAY
 DG8484'113, 52.8 FEET WEST OF COUNTY ROAD 36, 1.4 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8485 ***********************************************************************
 DG8485  DESIGNATION -  5413 D
 DG8485  PID         -  DG8485
 DG8485  STATE/COUNTY-  MN/NORMAN
 DG8485  USGS QUAD   -  FLOM (1966)
 DG8485
 DG8485                         *CURRENT SURVEY CONTROL
 DG8485  ___________________________________________________________________
 DG8485* NAD 83(1996)-  47 10 48.82994(N)    096 09 08.27731(W)     ADJUSTED  
 DG8485* NAVD 88     -       388.39   (meters)    1274.2    (feet)  LEVELING  
 DG8485  ___________________________________________________________________
 DG8485  X           -    -465,474.155 (meters)                     COMP
 DG8485  Y           -  -4,318,243.300 (meters)                     COMP
 DG8485  Z           -   4,655,671.996 (meters)                     COMP
 DG8485  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 DG8485  ELLIP HEIGHT-         361.67  (meters)          (11/24/04) GPS OBS
 DG8485  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DG8485
 DG8485  HORZ ORDER  -  FIRST
 DG8485  VERT ORDER  -  THIRD ?
 DG8485  ELLP ORDER  -  THIRD     CLASS II
 DG8485
 DG8485.The horizontal coordinates were established by GPS observations
 DG8485.and adjusted by the MN DEPT OF TRANSP in November 2004..
 DG8485
 DG8485.The orthometric height was determined by differential leveling.
 DG8485.The vertical network tie was performed by a horz. field party for horz.
 DG8485.obs reductions. Reset procedures were used to establish the elevation.
 DG8485
 DG8485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8485
 DG8485.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8485
 DG8485.The ellipsoidal height was determined by GPS observations
 DG8485.and is referenced to NAD 83.
 DG8485
 DG8485.The geoid height was determined by GEOID03.
 DG8485
 DG8485;                    North         East     Units Scale Factor Converg.
 DG8485;SPC MN N     -   180,191.230   568,703.715   MT  0.99996772   -2 15 44.7
 DG8485;UTM  14      - 5,229,127.276   715,762.328   MT  1.00017218   +2 05 22.5
 DG8485
 DG8485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8485!SPC MN N     -   0.99994331  x   0.99996772  =   0.99991103
 DG8485!UTM  14      -   0.99994331  x   1.00017218  =   1.00011548
 DG8485
 DG8485                          SUPERSEDED SURVEY CONTROL
 DG8485
 DG8485.No superseded survey control is available for this station.
 DG8485
 DG8485_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT1576229127(NAD 83)
 DG8485_MARKER: DD = SURVEY DISK
 DG8485_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8485_STAMPING: 5413 D 2004
 DG8485_MARK LOGO: MNDT  
 DG8485_PROJECTION: RECESSED 3 CENTIMETERS
 DG8485_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8485+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8485_ROD/PIPE-DEPTH:  7.6 meters
 DG8485
 DG8485  HISTORY     - Date     Condition        Report By
 DG8485  HISTORY     - 2004     MONUMENTED       MNDT
 DG8485
 DG8485                          STATION DESCRIPTION
 DG8485
 DG8485'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8485'5.0 MILES EAST OF SYRE, 5.0 MILES EAST ALONG TRUNK HIGHWAY 113 FROM
 DG8485'THE JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 32 IN SYRE, AT
 DG8485'TRUNK HIGHWAY 113 MILEPOINT 5.0, 75.8 FEET SOUTH OF TRUNK HIGHWAY 113,
 DG8485'49.3 FEET WEST OF 430 STREET, 1.4 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8486 ***********************************************************************
 DG8486  DESIGNATION -  5413 E
 DG8486  PID         -  DG8486
 DG8486  STATE/COUNTY-  MN/NORMAN
 DG8486  USGS QUAD   -  FLOM NE (1966)
 DG8486
 DG8486                         *CURRENT SURVEY CONTROL
 DG8486  ___________________________________________________________________
 DG8486* NAD 83(1996)-  47 10 49.78947(N)    096 06 34.49187(W)     ADJUSTED  
 DG8486* NAVD 88     -       364.64   (meters)    1196.3    (feet)  LEVELING  
 DG8486  ___________________________________________________________________
 DG8486  X           -    -462,250.425 (meters)                     COMP
 DG8486  Y           -  -4,318,551.440 (meters)                     COMP
 DG8486  Z           -   4,655,674.674 (meters)                     COMP
 DG8486  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 DG8486  ELLIP HEIGHT-         337.86  (meters)          (11/24/04) GPS OBS
 DG8486  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DG8486
 DG8486  HORZ ORDER  -  FIRST
 DG8486  VERT ORDER  -  THIRD ?
 DG8486  ELLP ORDER  -  THIRD     CLASS II
 DG8486
 DG8486.The horizontal coordinates were established by GPS observations
 DG8486.and adjusted by the MN DEPT OF TRANSP in November 2004..
 DG8486
 DG8486.The orthometric height was determined by differential leveling.
 DG8486.The vertical network tie was performed by a horz. field party for horz.
 DG8486.obs reductions. Reset procedures were used to establish the elevation.
 DG8486
 DG8486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8486
 DG8486.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8486
 DG8486.The ellipsoidal height was determined by GPS observations
 DG8486.and is referenced to NAD 83.
 DG8486
 DG8486.The geoid height was determined by GEOID03.
 DG8486
 DG8486;                    North         East     Units Scale Factor Converg.
 DG8486;SPC MN N     -   180,093.911   571,940.307   MT  0.99996767   -2 13 50.7
 DG8486;UTM  14      - 5,229,275.865   718,997.663   MT  1.00018946   +2 07 15.4
 DG8486
 DG8486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8486!SPC MN N     -   0.99994704  x   0.99996767  =   0.99991472
 DG8486!UTM  14      -   0.99994704  x   1.00018946  =   1.00013649
 DG8486
 DG8486                          SUPERSEDED SURVEY CONTROL
 DG8486
 DG8486.No superseded survey control is available for this station.
 DG8486
 DG8486_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT1899829276(NAD 83)
 DG8486_MARKER: DD = SURVEY DISK
 DG8486_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8486_STAMPING: 5413 E 2004
 DG8486_MARK LOGO: MNDT  
 DG8486_PROJECTION: RECESSED 3 CENTIMETERS
 DG8486_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8486+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8486_ROD/PIPE-DEPTH:  6.1 meters
 DG8486
 DG8486  HISTORY     - Date     Condition        Report By
 DG8486  HISTORY     - 2004     MONUMENTED       MNDT
 DG8486
 DG8486                          STATION DESCRIPTION
 DG8486
 DG8486'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8486'7.0 MILES EAST OF SYRE, 7.0 MILES EAST ALONG TRUNK HIGHWAY 113 FROM
 DG8486'THE JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 32 IN SYRE, AT
 DG8486'TRUNK HIGHWAY 113 MILEPOINT 7.0,  62.7 FEET SOUTH OF TRUNK HIGHWAY
 DG8486'113, 48.5 FEET WEST OF 450 STREET, 1.2 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8487 ***********************************************************************
 DG8487  DESIGNATION -  5413 G
 DG8487  PID         -  DG8487
 DG8487  STATE/COUNTY-  MN/NORMAN
 DG8487  USGS QUAD   -  FLOM NE (1966)
 DG8487
 DG8487                         *CURRENT SURVEY CONTROL
 DG8487  ___________________________________________________________________
 DG8487* NAD 83(1996)-  47 10 51.12418(N)    096 05 18.63070(W)     ADJUSTED  
 DG8487* NAVD 88     -       369.03   (meters)    1210.7    (feet)  LEVELING  
 DG8487  ___________________________________________________________________
 DG8487  X           -    -460,659.201 (meters)                     COMP
 DG8487  Y           -  -4,318,694.039 (meters)                     COMP
 DG8487  Z           -   4,655,705.889 (meters)                     COMP
 DG8487  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 DG8487  ELLIP HEIGHT-         342.22  (meters)          (11/24/04) GPS OBS
 DG8487  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DG8487
 DG8487  HORZ ORDER  -  FIRST
 DG8487  VERT ORDER  -  THIRD ?
 DG8487  ELLP ORDER  -  THIRD     CLASS II
 DG8487
 DG8487.The horizontal coordinates were established by GPS observations
 DG8487.and adjusted by the MN DEPT OF TRANSP in November 2004..
 DG8487
 DG8487.The orthometric height was determined by differential leveling.
 DG8487.The vertical network tie was performed by a horz. field party for horz.
 DG8487.obs reductions. Reset procedures were used to establish the elevation.
 DG8487
 DG8487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8487
 DG8487.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8487
 DG8487.The ellipsoidal height was determined by GPS observations
 DG8487.and is referenced to NAD 83.
 DG8487
 DG8487.The geoid height was determined by GEOID03.
 DG8487
 DG8487;                    North         East     Units Scale Factor Converg.
 DG8487;SPC MN N     -   180,073.143   573,537.935   MT  0.99996760   -2 12 54.5
 DG8487;UTM  14      - 5,229,376.404   720,592.621   MT  1.00019808   +2 08 11.2
 DG8487
 DG8487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8487!SPC MN N     -   0.99994636  x   0.99996760  =   0.99991396
 DG8487!UTM  14      -   0.99994636  x   1.00019808  =   1.00014443
 DG8487
 DG8487                          SUPERSEDED SURVEY CONTROL
 DG8487
 DG8487.No superseded survey control is available for this station.
 DG8487
 DG8487_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT2059329376(NAD 83)
 DG8487_MARKER: DD = SURVEY DISK
 DG8487_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8487_STAMPING: 5413 G 2004
 DG8487_MARK LOGO: MNDT  
 DG8487_PROJECTION: RECESSED 3 CENTIMETERS
 DG8487_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8487+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8487_ROD/PIPE-DEPTH:  4.6 meters
 DG8487
 DG8487  HISTORY     - Date     Condition        Report By
 DG8487  HISTORY     - 2004     MONUMENTED       MNDT
 DG8487
 DG8487                          STATION DESCRIPTION
 DG8487
 DG8487'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8487'8.0 MILES EAST OF SYRE, 8.0 MILES EAST ALONG TRUNK HIGHWAY 113 FROM
 DG8487'THE JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 32 IN SYRE, AT
 DG8487'TRUNK HIGHWAY 113  MILEPOINT 8.0, 69.2 FEET NORTH OF TRUNK HIGHWAY
 DG8487'113, 68.3 FEET WEST OF COUNTY ROAD 40 (460 STREET), 14.9 FEET
 DG8487'SOUTHWEST OF POWER POLE, 1.3 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0369 ***********************************************************************
 PP0369  DESIGNATION -  55 GJS
 PP0369  PID         -  PP0369
 PP0369  STATE/COUNTY-  MN/GOODHUE
 PP0369  USGS QUAD   -  ZUMBROTA (1968)
 PP0369
 PP0369                         *CURRENT SURVEY CONTROL
 PP0369  ___________________________________________________________________
 PP0369* NAD 83(1986)-  44 16 58.     (N)    092 44 28.     (W)     SCALED    
 PP0369* NAVD 88     -       338.167  (meters)    1109.47   (feet)  ADJUSTED  
 PP0369  ___________________________________________________________________
 PP0369  GEOID HEIGHT-         -29.70  (meters)                     GEOID03
 PP0369  DYNAMIC HT  -         338.105 (meters)    1109.27  (feet)  COMP
 PP0369  MODELED GRAV-     980,425.6   (mgal)                       NAVD 88
 PP0369
 PP0369  VERT ORDER  -  SECOND    CLASS 0
 PP0369
 PP0369.The horizontal coordinates were scaled from a topographic map and have
 PP0369.an estimated accuracy of +/- 6 seconds.
 PP0369
 PP0369.The orthometric height was determined by differential leveling
 PP0369.and adjusted by the National Geodetic Survey in June 1991..
 PP0369
 PP0369.The geoid height was determined by GEOID03.
 PP0369
 PP0369.The dynamic height is computed by dividing the NAVD 88
 PP0369.geopotential number by the normal gravity value computed on the
 PP0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0369.degrees latitude (g = 980.6199 gals.).
 PP0369
 PP0369.The modeled gravity was interpolated from observed gravity values.
 PP0369
 PP0369;                    North         East    Units  Estimated Accuracy
 PP0369;SPC MN S     -   243,310.      900,480.      MT  (+/- 180 meters Scaled)
 PP0369
 PP0369                          SUPERSEDED SURVEY CONTROL
 PP0369
 PP0369  NGVD 29 (??/??/92)  338.124  (m)         1109.33   (f) ADJ UNCH    2 0
 PP0369
 PP0369.Superseded values are not recommended for survey control.
 PP0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0369.See file dsdata.txt to determine how the superseded data were derived.
 PP0369
 PP0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK206033(NAD 83)
 PP0369_MARKER: DD = SURVEY DISK
 PP0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0369_STAMPING: 55 GJS 1964 1109
 PP0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0369+STABILITY: SURFACE MOTION
 PP0369
 PP0369  HISTORY     - Date     Condition        Report By
 PP0369  HISTORY     - 1964     MONUMENTED       USGS
 PP0369  HISTORY     - 1972     GOOD             MNDT
 PP0369
 PP0369                          STATION DESCRIPTION
 PP0369
 PP0369'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0369'2.5 MI E FROM WANAMINGO.
 PP0369'1 MILE SOUTH AND 3 MILES WEST OF ZUMBROTA.  MARK IS LOCATED 2.5 MILES
 PP0369'EAST ALONG T.H. 60 FROM THE JUNCTION OF T.H. 60 AND T.H. 57 IN
 PP0369'WANAMINGO, THENCE 1.0 MILE SOUTH ALONG A TOWNSHIP ROAD, AT A
 PP0369'CROSSROADS, 22 FEET NORTH OF AN EAST-WEST ROAD, 46 FEET WEST OF A
 PP0369'NORTH-SOUTH ROAD, IN THE TOP OF A CONCRETE MONUMENT.  CORNER OF SW
 PP0369'1/4, SEC 33, T 110, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0618 ***********************************************************************
 TB0618  DESIGNATION -  55 KED RESET
 TB0618  PID         -  TB0618
 TB0618  STATE/COUNTY-  MN/ST LOUIS
 TB0618  USGS QUAD   -  ASH RIVER SW (1986)
 TB0618
 TB0618                         *CURRENT SURVEY CONTROL
 TB0618  ___________________________________________________________________
 TB0618* NAD 83(1986)-  48 16 39.     (N)    092 55 39.     (W)     SCALED    
 TB0618* NAVD 88     -       407.776  (meters)    1337.85   (feet)  ADJUSTED  
 TB0618  ___________________________________________________________________
 TB0618  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 TB0618  DYNAMIC HT  -         407.853 (meters)    1338.10  (feet)  COMP
 TB0618  MODELED GRAV-     980,788.8   (mgal)                       NAVD 88
 TB0618
 TB0618  VERT ORDER  -  FIRST     CLASS II
 TB0618
 TB0618.The horizontal coordinates were scaled from a topographic map and have
 TB0618.an estimated accuracy of +/- 6 seconds.
 TB0618
 TB0618.The orthometric height was determined by differential leveling
 TB0618.and adjusted by the National Geodetic Survey in June 1991..
 TB0618
 TB0618.The geoid height was determined by GEOID03.
 TB0618
 TB0618.The dynamic height is computed by dividing the NAVD 88
 TB0618.geopotential number by the normal gravity value computed on the
 TB0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0618.degrees latitude (g = 980.6199 gals.).
 TB0618
 TB0618.The modeled gravity was interpolated from observed gravity values.
 TB0618
 TB0618;                    North         East    Units  Estimated Accuracy
 TB0618;SPC MN N     -   297,630.      812,800.      MT  (+/- 180 meters Scaled)
 TB0618
 TB0618                          SUPERSEDED SURVEY CONTROL
 TB0618
 TB0618.No superseded survey control is available for this station.
 TB0618
 TB0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP053471(NAD 83)
 TB0618_MARKER: DB = BENCH MARK DISK
 TB0618_SETTING: 66 = SET IN ROCK OUTCROP
 TB0618_SP_SET: ROCK OUTCROP
 TB0618_STAMPING: 55 KED 1966 RESET
 TB0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0618+STABILITY: POSITION/ELEVATION WELL
 TB0618
 TB0618  HISTORY     - Date     Condition        Report By
 TB0618  HISTORY     - UNK      MONUMENTED       USGS
 TB0618  HISTORY     - 1979     GOOD             NGS
 TB0618
 TB0618                          STATION DESCRIPTION
 TB0618
 TB0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TB0618'19.0 MI NORTH FROM ORR.
 TB0618'17.75 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION
 TB0618'OF COUNTY ROAD 23 EAST IN ORR, THENCE 1.25 MILES EAST ALONG SHEEP
 TB0618'RANCH ROAD, 32.0 FT. SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 TB0618'18.0 FT. SOUTHWEST OF A 12-INCH TREE MARKED B.M.
 TB0618'THE MARK IS 18 FT  SW FROM  TREE MARKED BM
 TB0618'THE MARK IS 5 FT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9048 ***********************************************************************
 DE9048  DESIGNATION -  5501 AA
 DE9048  PID         -  DE9048
 DE9048  STATE/COUNTY-  MN/OLMSTED
 DE9048  USGS QUAD   -  BYRON (1982)
 DE9048
 DE9048                         *CURRENT SURVEY CONTROL
 DE9048  ___________________________________________________________________
 DE9048* NAD 83(1996)-  44 01 40.70710(N)    092 40 08.27410(W)     ADJUSTED  
 DE9048* NAVD 88     -       373.038  (meters)    1223.88   (feet)  ADJUSTED  
 DE9048  ___________________________________________________________________
 DE9048  X           -    -213,901.035 (meters)                     COMP
 DE9048  Y           -  -4,588,580.453 (meters)                     COMP
 DE9048  Z           -   4,410,565.496 (meters)                     COMP
 DE9048  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 DE9048  ELLIP HEIGHT-         343.16  (meters)          (12/17/02) GPS OBS
 DE9048  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DE9048  DYNAMIC HT  -         372.957 (meters)    1223.61  (feet)  COMP
 DE9048  MODELED GRAV-     980,390.0   (mgal)                       NAVD 88
 DE9048
 DE9048  HORZ ORDER  -  FIRST
 DE9048  VERT ORDER  -  SECOND    CLASS I
 DE9048  ELLP ORDER  -  FOURTH    CLASS I
 DE9048
 DE9048.The horizontal coordinates were established by GPS observations
 DE9048.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9048
 DE9048.The orthometric height was determined by differential leveling
 DE9048.and adjusted by the National Geodetic Survey in March 2006..
 DE9048
 DE9048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9048
 DE9048.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9048
 DE9048.The ellipsoidal height was determined by GPS observations
 DE9048.and is referenced to NAD 83.
 DE9048
 DE9048.The geoid height was determined by GEOID03.
 DE9048
 DE9048.The dynamic height is computed by dividing the NAVD 88
 DE9048.geopotential number by the normal gravity value computed on the
 DE9048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9048.degrees latitude (g = 980.6199 gals.).
 DE9048
 DE9048.The modeled gravity was interpolated from observed gravity values.
 DE9048
 DE9048;                    North         East     Units Scale Factor Converg.
 DE9048;SPC MN S     -   215,088.886   906,697.663   MT  0.99995598   +0 55 58.7
 DE9048;UTM  15      - 4,875,033.143   526,527.967   MT  0.99960866   +0 13 48.3
 DE9048
 DE9048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9048!SPC MN S     -   0.99994619  x   0.99995598  =   0.99990218
 DE9048!UTM  15      -   0.99994619  x   0.99960866  =   0.99955487
 DE9048
 DE9048:                Primary Azimuth Mark                     Grid Az
 DE9048:SPC MN S     -  5501 AB                                  087 50 37.8
 DE9048:UTM  15      -  5501 AB                                  088 32 48.2
 DE9048
 DE9048|---------------------------------------------------------------------|
 DE9048| PID    Reference Object                     Distance      Geod. Az  |
 DE9048|                                                           dddmmss.s |
 DE9048| DE9049 5501 AB                             APPROX. 0.9 KM 0884636.5 |
 DE9048|---------------------------------------------------------------------|
 DE9048
 DE9048                          SUPERSEDED SURVEY CONTROL
 DE9048
 DE9048  NAVD 88 (12/17/02)  373.04   (m)         1223.9    (f) LEVELING    3  
 DE9048
 DE9048.Superseded values are not recommended for survey control.
 DE9048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9048.See file dsdata.txt to determine how the superseded data were derived.
 DE9048
 DE9048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2652875033(NAD 83)
 DE9048_MARKER: DB = BENCH MARK DISK
 DE9048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9048_STAMPING: 5501 AA 1976
 DE9048_MARK LOGO: MNDT  
 DE9048_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9048+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DE9048
 DE9048  HISTORY     - Date     Condition        Report By
 DE9048  HISTORY     - 1976     MONUMENTED       MNDT
 DE9048  HISTORY     - 20000917 GOOD             MNDT
 DE9048
 DE9048                          STATION DESCRIPTION
 DE9048
 DE9048'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DE9048'THE MARK WAS RECOVERED 1.0 MI (1.6 KM) WEST ON TH 14 FROM JCT OF CO RD
 DE9048'5 IN BYRON, AT TH 14 MP 201.65, 175.6 FT (53.5 M) WEST OF WOOD FENCE
 DE9048'COR, 109.0 FT (33.2 M) SOUTH OF EB TH 14, 2.0 FT (0.6 M) NORTH OF
 DE9048'FENCELINE, 1.0 FT (0.3 M) NORTH OF WIT POST, RECESSED 3 INCHES,
 DE9048'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9049 ***********************************************************************
 DE9049  DESIGNATION -  5501 AB
 DE9049  PID         -  DE9049
 DE9049  STATE/COUNTY-  MN/OLMSTED
 DE9049  USGS QUAD   -  BYRON (1982)
 DE9049
 DE9049                         *CURRENT SURVEY CONTROL
 DE9049  ___________________________________________________________________
 DE9049* NAD 83(1996)-  44 01 41.29803(N)    092 39 29.79947(W)     ADJUSTED  
 DE9049* NAVD 88     -       374.754  (meters)    1229.51   (feet)  ADJUSTED  
 DE9049  ___________________________________________________________________
 DE9049  X           -    -213,044.591 (meters)                     COMP
 DE9049  Y           -  -4,588,608.830 (meters)                     COMP
 DE9049  Z           -   4,410,579.792 (meters)                     COMP
 DE9049  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 DE9049  ELLIP HEIGHT-         344.86  (meters)          (12/17/02) GPS OBS
 DE9049  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DE9049  DYNAMIC HT  -         374.672 (meters)    1229.24  (feet)  COMP
 DE9049  MODELED GRAV-     980,390.4   (mgal)                       NAVD 88
 DE9049
 DE9049  HORZ ORDER  -  FIRST
 DE9049  VERT ORDER  -  SECOND    CLASS I
 DE9049  ELLP ORDER  -  FOURTH    CLASS I
 DE9049
 DE9049.The horizontal coordinates were established by GPS observations
 DE9049.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9049
 DE9049.The orthometric height was determined by differential leveling
 DE9049.and adjusted by the National Geodetic Survey in March 2006..
 DE9049
 DE9049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9049
 DE9049.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9049
 DE9049.The ellipsoidal height was determined by GPS observations
 DE9049.and is referenced to NAD 83.
 DE9049
 DE9049.The geoid height was determined by GEOID03.
 DE9049
 DE9049.The dynamic height is computed by dividing the NAVD 88
 DE9049.geopotential number by the normal gravity value computed on the
 DE9049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9049.degrees latitude (g = 980.6199 gals.).
 DE9049
 DE9049.The modeled gravity was interpolated from observed gravity values.
 DE9049
 DE9049;                    North         East     Units Scale Factor Converg.
 DE9049;SPC MN S     -   215,121.128   907,554.004   MT  0.99995595   +0 56 25.6
 DE9049;UTM  15      - 4,875,054.869   527,384.341   MT  0.99960922   +0 14 15.0
 DE9049
 DE9049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9049!SPC MN S     -   0.99994593  x   0.99995595  =   0.99990188
 DE9049!UTM  15      -   0.99994593  x   0.99960922  =   0.99955517
 DE9049
 DE9049:                Primary Azimuth Mark                     Grid Az
 DE9049:SPC MN S     -  5501 AA                                  267 50 37.6
 DE9049:UTM  15      -  5501 AA                                  268 32 48.2
 DE9049
 DE9049|---------------------------------------------------------------------|
 DE9049| PID    Reference Object                     Distance      Geod. Az  |
 DE9049|                                                           dddmmss.s |
 DE9049| DE9048 5501 AA                             APPROX. 0.9 KM 2684703.2 |
 DE9049|---------------------------------------------------------------------|
 DE9049
 DE9049                          SUPERSEDED SURVEY CONTROL
 DE9049
 DE9049  NAVD 88 (12/17/02)  374.75   (m)         1229.5    (f) LEVELING    3  
 DE9049
 DE9049.Superseded values are not recommended for survey control.
 DE9049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9049.See file dsdata.txt to determine how the superseded data were derived.
 DE9049
 DE9049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2738475055(NAD 83)
 DE9049_MARKER: DB = BENCH MARK DISK
 DE9049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9049_STAMPING: 5501 AB 1976
 DE9049_MARK LOGO: MNDT  
 DE9049_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9049+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DE9049
 DE9049  HISTORY     - Date     Condition        Report By
 DE9049  HISTORY     - 1976     MONUMENTED       MNDT
 DE9049  HISTORY     - 20000917 GOOD             MNDT
 DE9049
 DE9049                          STATION DESCRIPTION
 DE9049
 DE9049'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DE9049'THE MARK WAS RECOVERED 0.6 MI (1.0 KM) WEST ON TH 14 FROM JCT OF CO RD
 DE9049'5 IN BYRON, AT TH 14 MP 202.2, 252.9 FT (77.1 M) NORTH OF TEL MARKER
 DE9049'POST 157, 124.5 FT (37.9 M) SSE OF CULVERT, 109.1 FT (33.3 M) SOUTH OF
 DE9049'EB TH 14, 0.9 FT (27.4 CM) NNE OF R/W AND WIT POST, RECESSED 5 INCHES,
 DE9049'MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9050 ***********************************************************************
 DE9050  DESIGNATION -  5501 D
 DE9050  PID         -  DE9050
 DE9050  STATE/COUNTY-  MN/OLMSTED
 DE9050  USGS QUAD   -  BYRON (1982)
 DE9050
 DE9050                         *CURRENT SURVEY CONTROL
 DE9050  ___________________________________________________________________
 DE9050* NAD 83(1996)-  44 01 44.71107(N)    092 37 43.34959(W)     ADJUSTED  
 DE9050* NAVD 88     -       379.740  (meters)    1245.86   (feet)  ADJUSTED  
 DE9050  ___________________________________________________________________
 DE9050  X           -    -210,673.262 (meters)                     COMP
 DE9050  Y           -  -4,588,648.574 (meters)                     COMP
 DE9050  Z           -   4,410,658.970 (meters)                     COMP
 DE9050  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 DE9050  ELLIP HEIGHT-         349.80  (meters)          (12/17/02) GPS OBS
 DE9050  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DE9050  DYNAMIC HT  -         379.658 (meters)    1245.59  (feet)  COMP
 DE9050  MODELED GRAV-     980,392.4   (mgal)                       NAVD 88
 DE9050
 DE9050  HORZ ORDER  -  FIRST
 DE9050  VERT ORDER  -  SECOND    CLASS I
 DE9050  ELLP ORDER  -  FOURTH    CLASS I
 DE9050
 DE9050.The horizontal coordinates were established by GPS observations
 DE9050.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9050
 DE9050.The orthometric height was determined by differential leveling
 DE9050.and adjusted by the National Geodetic Survey in March 2006..
 DE9050
 DE9050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9050
 DE9050.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9050
 DE9050.The ellipsoidal height was determined by GPS observations
 DE9050.and is referenced to NAD 83.
 DE9050
 DE9050.The geoid height was determined by GEOID03.
 DE9050
 DE9050.The dynamic height is computed by dividing the NAVD 88
 DE9050.geopotential number by the normal gravity value computed on the
 DE9050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9050.degrees latitude (g = 980.6199 gals.).
 DE9050
 DE9050.The modeled gravity was interpolated from observed gravity values.
 DE9050
 DE9050;                    North         East     Units Scale Factor Converg.
 DE9050;SPC MN S     -   215,265.786   909,922.335   MT  0.99995582   +0 57 40.2
 DE9050;UTM  15      - 4,875,170.416   529,753.449   MT  0.99961089   +0 15 29.0
 DE9050
 DE9050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9050!SPC MN S     -   0.99994515  x   0.99995582  =   0.99990098
 DE9050!UTM  15      -   0.99994515  x   0.99961089  =   0.99955606
 DE9050
 DE9050:                Primary Azimuth Mark                     Grid Az
 DE9050:SPC MN S     -  5501 F                                   087 50 00.0
 DE9050:UTM  15      -  5501 F                                   088 32 11.2
 DE9050
 DE9050|---------------------------------------------------------------------|
 DE9050| PID    Reference Object                     Distance      Geod. Az  |
 DE9050|                                                           dddmmss.s |
 DE9050| PP2353 5501 F                              APPROX. 1.1 KM 0884740.2 |
 DE9050|---------------------------------------------------------------------|
 DE9050
 DE9050                          SUPERSEDED SURVEY CONTROL
 DE9050
 DE9050  NAVD 88 (12/17/02)  379.74   (m)         1245.9    (f) LEVELING    3  
 DE9050
 DE9050.Superseded values are not recommended for survey control.
 DE9050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9050.See file dsdata.txt to determine how the superseded data were derived.
 DE9050
 DE9050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2975375170(NAD 83)
 DE9050_MARKER: DB = BENCH MARK DISK
 DE9050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9050_STAMPING: 5501 D 1960
 DE9050_MARK LOGO: MNHD  
 DE9050_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9050+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DE9050
 DE9050  HISTORY     - Date     Condition        Report By
 DE9050  HISTORY     - 1960     MONUMENTED       MNDT
 DE9050  HISTORY     - 20000917 GOOD             MNDT
 DE9050
 DE9050                          STATION DESCRIPTION
 DE9050
 DE9050'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DE9050'1.1 MI (1.8 KM) EAST ON TH 14 FROM JCT OF CO RD 5 IN BYRON, AT TH 14
 DE9050'MP 203.60, 69 FT (21.0 M) NORTH OF WB TH 14 AT STA 129+24, 0.5 FT
 DE9050'(15.2 CM) SOUTH OF WIT POST, PROJECTS 2 INCHES, MAGNETIC, GOOD FOR
 DE9050'GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2353 ***********************************************************************
 PP2353  DESIGNATION -  5501 F
 PP2353  PID         -  PP2353
 PP2353  STATE/COUNTY-  MN/OLMSTED
 PP2353  USGS QUAD   -  DOUGLAS (1993)
 PP2353
 PP2353                         *CURRENT SURVEY CONTROL
 PP2353  ___________________________________________________________________
 PP2353* NAD 83(1996)-  44 01 45.48330(N)    092 36 52.27723(W)     ADJUSTED  
 PP2353* NAVD 88     -       370.732  (meters)    1216.31   (feet)  ADJUSTED  
 PP2353  ___________________________________________________________________
 PP2353  X           -    -209,536.028 (meters)                     COMP
 PP2353  Y           -  -4,588,677.562 (meters)                     COMP
 PP2353  Z           -   4,410,669.832 (meters)                     COMP
 PP2353  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 PP2353  ELLIP HEIGHT-         340.77  (meters)          (12/17/02) GPS OBS
 PP2353  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 PP2353  DYNAMIC HT  -         370.653 (meters)    1216.05  (feet)  COMP
 PP2353  MODELED GRAV-     980,393.5   (mgal)                       NAVD 88
 PP2353
 PP2353  HORZ ORDER  -  FIRST
 PP2353  VERT ORDER  -  SECOND    CLASS I
 PP2353  ELLP ORDER  -  FOURTH    CLASS I
 PP2353
 PP2353.The horizontal coordinates were established by GPS observations
 PP2353.and adjusted by the MN DEPT OF TRANSP in December 2002..
 PP2353
 PP2353.The orthometric height was determined by differential leveling
 PP2353.and adjusted by the National Geodetic Survey in March 2006..
 PP2353
 PP2353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP2353
 PP2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2353
 PP2353.The ellipsoidal height was determined by GPS observations
 PP2353.and is referenced to NAD 83.
 PP2353
 PP2353.The geoid height was determined by GEOID03.
 PP2353
 PP2353.The dynamic height is computed by dividing the NAVD 88
 PP2353.geopotential number by the normal gravity value computed on the
 PP2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2353.degrees latitude (g = 980.6199 gals.).
 PP2353
 PP2353.The modeled gravity was interpolated from observed gravity values.
 PP2353
 PP2353;                    North         East     Units Scale Factor Converg.
 PP2353;SPC MN S     -   215,308.792   911,059.029   MT  0.99995579   +0 58 16.0
 PP2353;UTM  15      - 4,875,199.460   530,890.194   MT  0.99961174   +0 16 04.5
 PP2353
 PP2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2353!SPC MN S     -   0.99994657  x   0.99995579  =   0.99990236
 PP2353!UTM  15      -   0.99994657  x   0.99961174  =   0.99955833
 PP2353
 PP2353:                Primary Azimuth Mark                     Grid Az
 PP2353:SPC MN S     -  5501 H                                   087 53 49.1
 PP2353:UTM  15      -  5501 H                                   088 36 00.6
 PP2353
 PP2353|---------------------------------------------------------------------|
 PP2353| PID    Reference Object                     Distance      Geod. Az  |
 PP2353|                                                           dddmmss.s |
 PP2353| PP2351 5501 H                              APPROX. 0.9 KM 0885205.1 |
 PP2353| PP2352 KALMAR                              266.600 METERS 10840     |
 PP2353|---------------------------------------------------------------------|
 PP2353
 PP2353                          SUPERSEDED SURVEY CONTROL
 PP2353
 PP2353  NAD 83(1996)-  44 01 45.48364(N)    092 36 52.27837(W) AD(       ) 2
 PP2353  NAD 83(1986)-  44 01 45.47509(N)    092 36 52.27902(W) AD(       ) 2
 PP2353  NAD 27      -  44 01 45.60458(N)    092 36 51.61737(W) AD(       ) 2
 PP2353  NAVD 88 (12/17/02)  370.73   (m)         1216.3    (f) LEVELING    3  
 PP2353  NGVD 29 (07/19/86)  370.69   (m)         1216.2    (f) LEVELING    3  
 PP2353
 PP2353.Superseded values are not recommended for survey control.
 PP2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2353.See file dsdata.txt to determine how the superseded data were derived.
 PP2353
 PP2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ3089075199(NAD 83)
 PP2353_MARKER: DB = BENCH MARK DISK
 PP2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2353_STAMPING: 5501 F STA 167+26 1960
 PP2353_MARK LOGO: MNHD  
 PP2353_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2353+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 PP2353
 PP2353  HISTORY     - Date     Condition        Report By
 PP2353  HISTORY     - 1960     MONUMENTED       MNHD
 PP2353  HISTORY     - 20000917 GOOD             MNDT
 PP2353
 PP2353                          STATION DESCRIPTION
 PP2353
 PP2353'DESCRIBED BY MN HIGHWAY DEPT 1960
 PP2353'TO REACH THE STATION FROM THE JCT. OF T.H. 14 AND COUNTY ROAD
 PP2353'5 IN BYRON GO EAST ON T.H. 14 FOR 1.8 MILES TO STATION.
 PP2353'
 PP2353'STATION MARK, A STANDARD MHD BENCH MARK DISK STAMPED
 PP2353'5501 F STA. 167+26 1960 IS SET IN A STANDARD CONCRETE BENCH
 PP2353'MARK POST WHICH PROJECTS 0.8 FT. ABOVE THE SURFACE OF THE
 PP2353'GROUND.  THE MARK IS 68.0 FT. NORTH OF THE CENTERLINE OF THE
 PP2353'WEST BOUND LANE OF T.H. 14, 2000 FT. WEST OF COUNTY ROAD 3 AND
 PP2353'1.0 FT. SOUTH OF A STEEL WITNESS POST.
 PP2353
 PP2353                          STATION RECOVERY (2000)
 PP2353
 PP2353'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 PP2353'THE MARK WAS RECOVERED 1.8 MI (2.9 KM) EAST OF BYRON, 1.6 MI (2.6 KM)
 PP2353'EAST ALONG TH 14 FROM JCT OF CO RD 5, AT TH 14 MP 204.3, 68 FT (20.7
 PP2353'M) NORTH OF WB TH 14 AT STA 167+26, PROJECTS 3 INCHES, MAGNETIC, GOOD
 PP2353'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7909 ***********************************************************************
 DH7909  DESIGNATION -  5501 G
 DH7909  PID         -  DH7909
 DH7909  STATE/COUNTY-  MN/OLMSTED
 DH7909  USGS QUAD   -  DOUGLAS (1993)
 DH7909
 DH7909                         *CURRENT SURVEY CONTROL
 DH7909  ___________________________________________________________________
 DH7909* NAD 83(1986)-  44 01 46.     (N)    092 36 29.     (W)     SCALED    
 DH7909* NAVD 88     -       368.509  (meters)    1209.02   (feet)  ADJUSTED  
 DH7909  ___________________________________________________________________
 DH7909  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DH7909  DYNAMIC HT  -         368.430 (meters)    1208.76  (feet)  COMP
 DH7909  MODELED GRAV-     980,394.1   (mgal)                       NAVD 88
 DH7909
 DH7909  VERT ORDER  -  SECOND    CLASS I
 DH7909
 DH7909.The horizontal coordinates were scaled from a topographic map and have
 DH7909.an estimated accuracy of +/- 6 seconds.
 DH7909
 DH7909.The orthometric height was determined by differential leveling
 DH7909.and adjusted by the National Geodetic Survey in March 2006..
 DH7909
 DH7909.The geoid height was determined by GEOID03.
 DH7909
 DH7909.The dynamic height is computed by dividing the NAVD 88
 DH7909.geopotential number by the normal gravity value computed on the
 DH7909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7909.degrees latitude (g = 980.6199 gals.).
 DH7909
 DH7909.The modeled gravity was interpolated from observed gravity values.
 DH7909
 DH7909;                    North         East    Units  Estimated Accuracy
 DH7909;SPC MN S     -   215,330.      911,580.      MT  (+/- 180 meters Scaled)
 DH7909
 DH7909                          SUPERSEDED SURVEY CONTROL
 DH7909
 DH7909.No superseded survey control is available for this station.
 DH7909
 DH7909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ314752(NAD 83)
 DH7909_MARKER: DB = BENCH MARK DISK
 DH7909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7909_STAMPING: 5501 G STA 189+16 1960
 DH7909_MARK LOGO: MNHD  
 DH7909_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7909+STABILITY: SURFACE MOTION
 DH7909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7909+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DH7909
 DH7909  HISTORY     - Date     Condition        Report By
 DH7909  HISTORY     - 1960     MONUMENTED       MNHD
 DH7909  HISTORY     - 20000917 GOOD             MNDT
 DH7909
 DH7909                          STATION DESCRIPTION
 DH7909
 DH7909'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DH7909'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DH7909'EAST OF BYRON, 1.95 MI (3.14 KM) EAST ALONG TH 14 FROM THE JCT TH 14
 DH7909'AND CO RD 5 IN BYRON, AT TH 14 MP 204.65, 75 FT (22.9 M) NORTH OF WB
 DH7909'TH 14, IN NE QUADRANT OF JCT OF TH 14 AND CO RD 3, 31 FT (9.4 M) EAST
 DH7909'OF CO RD 3, 0.4 FT (12.2 CM) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2351 ***********************************************************************
 PP2351  DESIGNATION -  5501 H
 PP2351  PID         -  PP2351
 PP2351  STATE/COUNTY-  MN/OLMSTED
 PP2351  USGS QUAD   -  DOUGLAS (1993)
 PP2351
 PP2351                         *CURRENT SURVEY CONTROL
 PP2351  ___________________________________________________________________
 PP2351* NAD 83(1996)-  44 01 46.05775(N)    092 36 11.84061(W)     ADJUSTED  
 PP2351* NAVD 88     -       363.963  (meters)    1194.10   (feet)  ADJUSTED  
 PP2351  ___________________________________________________________________
 PP2351  X           -    -208,635.668 (meters)                     COMP
 PP2351  Y           -  -4,588,701.379 (meters)                     COMP
 PP2351  Z           -   4,410,677.875 (meters)                     COMP
 PP2351  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 PP2351  ELLIP HEIGHT-         334.00  (meters)          (12/17/02) GPS OBS
 PP2351  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 PP2351  DYNAMIC HT  -         363.885 (meters)    1193.85  (feet)  COMP
 PP2351  MODELED GRAV-     980,394.5   (mgal)                       NAVD 88
 PP2351
 PP2351  HORZ ORDER  -  FIRST
 PP2351  VERT ORDER  -  SECOND    CLASS I
 PP2351  ELLP ORDER  -  FOURTH    CLASS I
 PP2351
 PP2351.The horizontal coordinates were established by GPS observations
 PP2351.and adjusted by the MN DEPT OF TRANSP in December 2002..
 PP2351
 PP2351.The orthometric height was determined by differential leveling
 PP2351.and adjusted by the National Geodetic Survey in March 2006..
 PP2351
 PP2351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP2351
 PP2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2351
 PP2351.The ellipsoidal height was determined by GPS observations
 PP2351.and is referenced to NAD 83.
 PP2351
 PP2351.The geoid height was determined by GEOID03.
 PP2351
 PP2351.The dynamic height is computed by dividing the NAVD 88
 PP2351.geopotential number by the normal gravity value computed on the
 PP2351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2351.degrees latitude (g = 980.6199 gals.).
 PP2351
 PP2351.The modeled gravity was interpolated from observed gravity values.
 PP2351
 PP2351;                    North         East     Units Scale Factor Converg.
 PP2351;SPC MN S     -   215,341.842   911,959.020   MT  0.99995577   +0 58 44.4
 PP2351;UTM  15      - 4,875,221.453   531,790.214   MT  0.99961243   +0 16 32.6
 PP2351
 PP2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2351!SPC MN S     -   0.99994763  x   0.99995577  =   0.99990340
 PP2351!UTM  15      -   0.99994763  x   0.99961243  =   0.99956008
 PP2351
 PP2351:                Primary Azimuth Mark                     Grid Az
 PP2351:SPC MN S     -  5501 I                                   091 40 19.4
 PP2351:UTM  15      -  5501 I                                   092 22 31.2
 PP2351
 PP2351|---------------------------------------------------------------------|
 PP2351| PID    Reference Object                     Distance      Geod. Az  |
 PP2351|                                                           dddmmss.s |
 PP2351| DE9051 5501 I                              APPROX. 0.8 KM 0923903.8 |
 PP2351| PP2353 5501 F                              APPROX. 0.9 KM 2685233.2 |
 PP2351|---------------------------------------------------------------------|
 PP2351
 PP2351                          SUPERSEDED SURVEY CONTROL
 PP2351
 PP2351  NAD 83(1996)-  44 01 46.05776(N)    092 36 11.84168(W) AD(       ) 2
 PP2351  NAD 83(1986)-  44 01 46.04913(N)    092 36 11.84230(W) AD(       ) 2
 PP2351  NAD 27      -  44 01 46.17864(N)    092 36 11.18205(W) AD(       ) 2
 PP2351  NAVD 88 (12/17/02)  363.96   (m)         1194.1    (f) LEVELING    3  
 PP2351  NGVD 29 (07/19/86)  363.93   (m)         1194.0    (f) LEVELING    3  
 PP2351
 PP2351.Superseded values are not recommended for survey control.
 PP2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2351.See file dsdata.txt to determine how the superseded data were derived.
 PP2351
 PP2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ3179075221(NAD 83)
 PP2351_MARKER: DB = BENCH MARK DISK
 PP2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2351_STAMPING: 5501 H 1960
 PP2351_MARK LOGO: MNHD  
 PP2351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2351+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 PP2351
 PP2351  HISTORY     - Date     Condition        Report By
 PP2351  HISTORY     - 1960     MONUMENTED       MNHD
 PP2351  HISTORY     - 20000917 GOOD             MNDT
 PP2351
 PP2351                          STATION DESCRIPTION
 PP2351
 PP2351'DESCRIBED BY MN HIGHWAY DEPT 1960
 PP2351'TO REACH THE STATION FROM THE JCT. OF T.H. 14 AND COUNTY ROAD
 PP2351'5 IN BYRON GO EAST ON T.H. 14 FOR 1.8 MILES TO STATION.
 PP2351'
 PP2351'STATION MARK, A STANDARD MHD BENCH MARK DISK STAMPED
 PP2351'5501 H STA. 196+87 1960 IS SET IN A STANDARD CONCRETE BENCH
 PP2351'MARK POST WHICH PROJECTS 0.3 FT. ABOVE THE SURFACE OF THE GROUND.
 PP2351'THE MARK IS 63.0 FT. NORTH OF THE CENTERLINE OF THE WEST BOUND
 PP2351'LANE OF T.H. 14, 1000 FT. EAST OF COUNTY ROAD 3, 5.5 FT. WEST
 PP2351'OF A ROW OF POLES AND 1.0 FT. SOUTH OF A STEEL WITNESS POST.
 PP2351
 PP2351                          STATION RECOVERY (2000)
 PP2351
 PP2351'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 PP2351'THE MARK WAS RECOVERED 6 MI (9.7 KM) WEST OF ROCHESTER, 2.15 MI (3.46
 PP2351'KM) EAST ALONG TH 14 FROM JCT OF CO RD 5 IN BYRON, AT TH 14 MP 204.85,
 PP2351'63 FT (19.2 M) NORTH OF WB TH 14, STA 196+87, 0.4 FT (12.2 CM) SOUTH
 PP2351'OF WIT POST, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9051 ***********************************************************************
 DE9051  DESIGNATION -  5501 I
 DE9051  PID         -  DE9051
 DE9051  STATE/COUNTY-  MN/OLMSTED
 DE9051  USGS QUAD   -  DOUGLAS (1993)
 DE9051
 DE9051                         *CURRENT SURVEY CONTROL
 DE9051  ___________________________________________________________________
 DE9051* NAD 83(1996)-  44 01 44.86229(N)    092 35 36.10218(W)     ADJUSTED  
 DE9051* NAVD 88     -       352.552  (meters)    1156.66   (feet)  ADJUSTED  
 DE9051  ___________________________________________________________________
 DE9051  X           -    -207,841.393 (meters)                     COMP
 DE9051  Y           -  -4,588,754.876 (meters)                     COMP
 DE9051  Z           -   4,410,643.408 (meters)                     COMP
 DE9051  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 DE9051  ELLIP HEIGHT-         322.58  (meters)          (12/17/02) GPS OBS
 DE9051  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DE9051  DYNAMIC HT  -         352.476 (meters)    1156.41  (feet)  COMP
 DE9051  MODELED GRAV-     980,395.4   (mgal)                       NAVD 88
 DE9051
 DE9051  HORZ ORDER  -  FIRST
 DE9051  VERT ORDER  -  SECOND    CLASS I
 DE9051  ELLP ORDER  -  FOURTH    CLASS I
 DE9051
 DE9051.The horizontal coordinates were established by GPS observations
 DE9051.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9051
 DE9051.The orthometric height was determined by differential leveling
 DE9051.and adjusted by the National Geodetic Survey in March 2006..
 DE9051
 DE9051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9051
 DE9051.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9051
 DE9051.The ellipsoidal height was determined by GPS observations
 DE9051.and is referenced to NAD 83.
 DE9051
 DE9051.The geoid height was determined by GEOID03.
 DE9051
 DE9051.The dynamic height is computed by dividing the NAVD 88
 DE9051.geopotential number by the normal gravity value computed on the
 DE9051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9051.degrees latitude (g = 980.6199 gals.).
 DE9051
 DE9051.The modeled gravity was interpolated from observed gravity values.
 DE9051
 DE9051;                    North         East     Units Scale Factor Converg.
 DE9051;SPC MN S     -   215,318.597   912,755.343   MT  0.99995581   +0 59 09.4
 DE9051;UTM  15      - 4,875,188.447   532,585.918   MT  0.99961306   +0 16 57.5
 DE9051
 DE9051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9051!SPC MN S     -   0.99994942  x   0.99995581  =   0.99990523
 DE9051!UTM  15      -   0.99994942  x   0.99961306  =   0.99956250
 DE9051
 DE9051:                Primary Azimuth Mark                     Grid Az
 DE9051:SPC MN S     -  5501 H                                   271 40 19.2
 DE9051:UTM  15      -  5501 H                                   272 22 31.1
 DE9051
 DE9051|---------------------------------------------------------------------|
 DE9051| PID    Reference Object                     Distance      Geod. Az  |
 DE9051|                                                           dddmmss.s |
 DE9051| PP2351 5501 H                              APPROX. 0.8 KM 2723928.6 |
 DE9051|---------------------------------------------------------------------|
 DE9051
 DE9051                          SUPERSEDED SURVEY CONTROL
 DE9051
 DE9051  NAVD 88 (12/17/02)  352.55   (m)         1156.7    (f) LEVELING    3  
 DE9051
 DE9051.Superseded values are not recommended for survey control.
 DE9051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9051.See file dsdata.txt to determine how the superseded data were derived.
 DE9051
 DE9051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ3258675188(NAD 83)
 DE9051_MARKER: DB = BENCH MARK DISK
 DE9051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9051_STAMPING: 5501 I STA 222+95 1960
 DE9051_MARK LOGO: MNHD  
 DE9051_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9051+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DE9051
 DE9051  HISTORY     - Date     Condition        Report By
 DE9051  HISTORY     - 1960     MONUMENTED       MNDT
 DE9051  HISTORY     - 20000917 GOOD             MNDT
 DE9051
 DE9051                          STATION DESCRIPTION
 DE9051
 DE9051'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DE9051'THE MARK WAS RECOVERED 2.25 MI (3.62 KM) EAST OF BYRON, 2.35 MI (3.78
 DE9051'KM) EAST ALONG TH 14 FROM JCT OF CO RD 5, AT TH 14 MP 205.35, 52 FT
 DE9051'(15.8 M) NORTH OF WB TH 14 AT STA 222+95, 1 FT (0.3 M) SOUTH OF WIT
 DE9051'POST, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9052 ***********************************************************************
 DE9052  DESIGNATION -  5501 J
 DE9052  PID         -  DE9052
 DE9052  STATE/COUNTY-  MN/OLMSTED
 DE9052  USGS QUAD   -  DOUGLAS (1993)
 DE9052
 DE9052                         *CURRENT SURVEY CONTROL
 DE9052  ___________________________________________________________________
 DE9052* NAD 83(1996)-  44 01 42.55304(N)    092 35 09.85651(W)     ADJUSTED  
 DE9052* NAVD 88     -       347.421  (meters)    1139.83   (feet)  ADJUSTED  
 DE9052  ___________________________________________________________________
 DE9052  X           -    -207,259.575 (meters)                     COMP
 DE9052  Y           -  -4,588,827.083 (meters)                     COMP
 DE9052  Z           -   4,410,588.587 (meters)                     COMP
 DE9052  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 DE9052  ELLIP HEIGHT-         317.44  (meters)          (12/17/02) GPS OBS
 DE9052  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DE9052  DYNAMIC HT  -         347.347 (meters)    1139.59  (feet)  COMP
 DE9052  MODELED GRAV-     980,396.1   (mgal)                       NAVD 88
 DE9052
 DE9052  HORZ ORDER  -  FIRST
 DE9052  VERT ORDER  -  SECOND    CLASS I
 DE9052  ELLP ORDER  -  FOURTH    CLASS I
 DE9052
 DE9052.The horizontal coordinates were established by GPS observations
 DE9052.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9052
 DE9052.The orthometric height was determined by differential leveling
 DE9052.and adjusted by the National Geodetic Survey in March 2006..
 DE9052
 DE9052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9052
 DE9052.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9052
 DE9052.The ellipsoidal height was determined by GPS observations
 DE9052.and is referenced to NAD 83.
 DE9052
 DE9052.The geoid height was determined by GEOID03.
 DE9052
 DE9052.The dynamic height is computed by dividing the NAVD 88
 DE9052.geopotential number by the normal gravity value computed on the
 DE9052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9052.degrees latitude (g = 980.6199 gals.).
 DE9052
 DE9052.The modeled gravity was interpolated from observed gravity values.
 DE9052
 DE9052;                    North         East     Units Scale Factor Converg.
 DE9052;SPC MN S     -   215,257.419   913,340.917   MT  0.99995590   +0 59 27.8
 DE9052;UTM  15      - 4,875,120.109   533,170.497   MT  0.99961353   +0 17 15.7
 DE9052
 DE9052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9052!SPC MN S     -   0.99995023  x   0.99995590  =   0.99990613
 DE9052!UTM  15      -   0.99995023  x   0.99961353  =   0.99956378
 DE9052
 DE9052:                Primary Azimuth Mark                     Grid Az
 DE9052:SPC MN S     -  5501 I                                   275 57 51.6
 DE9052:UTM  15      -  5501 I                                   276 40 03.7
 DE9052
 DE9052|---------------------------------------------------------------------|
 DE9052| PID    Reference Object                     Distance      Geod. Az  |
 DE9052|                                                           dddmmss.s |
 DE9052| DE9051 5501 I                              APPROX. 0.6 KM 2765719.4 |
 DE9052|---------------------------------------------------------------------|
 DE9052
 DE9052                          SUPERSEDED SURVEY CONTROL
 DE9052
 DE9052  NAVD 88 (12/17/02)  347.42   (m)         1139.8    (f) LEVELING    3  
 DE9052
 DE9052.Superseded values are not recommended for survey control.
 DE9052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9052.See file dsdata.txt to determine how the superseded data were derived.
 DE9052
 DE9052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ3317075120(NAD 83)
 DE9052_MARKER: DB = BENCH MARK DISK
 DE9052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9052_STAMPING: 5501 J STA 242+31 1960
 DE9052_MARK LOGO: MNHD  
 DE9052_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9052+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DE9052
 DE9052  HISTORY     - Date     Condition        Report By
 DE9052  HISTORY     - 1960     MONUMENTED       MNDT
 DE9052  HISTORY     - 20000917 GOOD             MNDT
 DE9052
 DE9052                          STATION DESCRIPTION
 DE9052
 DE9052'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DE9052'THE MARK WAS RECOVERED 2.7 MI (4.3 KM) EAST OF BYRON, 3.0 MI (4.8 KM)
 DE9052'EAST ALONG TH 14 FROM JCT OF CO RD 5, AT TH 14 MP 205.7, 5.3 MI (8.5
 DE9052'KM) WEST OF ROCHESTER, 80 FT (24.4 M) NORTH OF WB TH 14 AT STA 242+31,
 DE9052'0.4 FT (12.2 CM) SOUTH OF WIT POST, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7910 ***********************************************************************
 DH7910  DESIGNATION -  5501 K
 DH7910  PID         -  DH7910
 DH7910  STATE/COUNTY-  MN/OLMSTED
 DH7910  USGS QUAD   -  DOUGLAS (1993)
 DH7910
 DH7910                         *CURRENT SURVEY CONTROL
 DH7910  ___________________________________________________________________
 DH7910* NAD 83(1986)-  44 01 40.     (N)    092 34 41.     (W)     SCALED    
 DH7910* NAVD 88     -       341.588  (meters)    1120.69   (feet)  ADJUSTED  
 DH7910  ___________________________________________________________________
 DH7910  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DH7910  DYNAMIC HT  -         341.515 (meters)    1120.45  (feet)  COMP
 DH7910  MODELED GRAV-     980,396.8   (mgal)                       NAVD 88
 DH7910
 DH7910  VERT ORDER  -  SECOND    CLASS I
 DH7910
 DH7910.The horizontal coordinates were scaled from a topographic map and have
 DH7910.an estimated accuracy of +/- 6 seconds.
 DH7910
 DH7910.The orthometric height was determined by differential leveling
 DH7910.and adjusted by the National Geodetic Survey in March 2006..
 DH7910
 DH7910.The geoid height was determined by GEOID03.
 DH7910
 DH7910.The dynamic height is computed by dividing the NAVD 88
 DH7910.geopotential number by the normal gravity value computed on the
 DH7910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7910.degrees latitude (g = 980.6199 gals.).
 DH7910
 DH7910.The modeled gravity was interpolated from observed gravity values.
 DH7910
 DH7910;                    North         East    Units  Estimated Accuracy
 DH7910;SPC MN S     -   215,190.      913,990.      MT  (+/- 180 meters Scaled)
 DH7910
 DH7910                          SUPERSEDED SURVEY CONTROL
 DH7910
 DH7910.No superseded survey control is available for this station.
 DH7910
 DH7910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ338750(NAD 83)
 DH7910_MARKER: DB = BENCH MARK DISK
 DH7910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7910_STAMPING: 5501 K STA 263+31 1960
 DH7910_MARK LOGO: MNHD  
 DH7910_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7910+STABILITY: SURFACE MOTION
 DH7910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7910+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DH7910
 DH7910  HISTORY     - Date     Condition        Report By
 DH7910  HISTORY     - 1960     MONUMENTED       MNHD
 DH7910  HISTORY     - 20000917 GOOD             MNDT
 DH7910
 DH7910                          STATION DESCRIPTION
 DH7910
 DH7910'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DH7910'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.9 MI (7.9 KM)
 DH7910'WEST OF ROCHESTER, 3.8 MI (6.1 KM) EAST ALONG TH 14 FROM JCT TH 14 AND
 DH7910'CO RD 5 IN BYRON, AT TH 14 MP 206.10, 67 FT (20.4 M) NORTH OF WB TH 14
 DH7910'AT STA 263+33, 10 FT (3.0 M) EAST OF TWP RD NORTH, 0.4 FT (12.2 CM)
 DH7910'SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9053 ***********************************************************************
 DE9053  DESIGNATION -  5501 L
 DE9053  PID         -  DE9053
 DE9053  STATE/COUNTY-  MN/OLMSTED
 DE9053  USGS QUAD   -  DOUGLAS (1993)
 DE9053
 DE9053                         *CURRENT SURVEY CONTROL
 DE9053  ___________________________________________________________________
 DE9053* NAD 83(1996)-  44 01 38.41115(N)    092 34 15.79970(W)     ADJUSTED  
 DE9053* NAVD 88     -       334.913  (meters)    1098.79   (feet)  ADJUSTED  
 DE9053  ___________________________________________________________________
 DE9053  X           -    -206,060.534 (meters)                     COMP
 DE9053  Y           -  -4,588,961.020 (meters)                     COMP
 DE9053  Z           -   4,410,487.972 (meters)                     COMP
 DE9053  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 DE9053  ELLIP HEIGHT-         304.93  (meters)          (12/17/02) GPS OBS
 DE9053  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DE9053  DYNAMIC HT  -         334.842 (meters)    1098.56  (feet)  COMP
 DE9053  MODELED GRAV-     980,397.6   (mgal)                       NAVD 88
 DE9053
 DE9053  HORZ ORDER  -  FIRST
 DE9053  VERT ORDER  -  SECOND    CLASS I
 DE9053  ELLP ORDER  -  FOURTH    CLASS I
 DE9053
 DE9053.The horizontal coordinates were established by GPS observations
 DE9053.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9053
 DE9053.The orthometric height was determined by differential leveling
 DE9053.and adjusted by the National Geodetic Survey in March 2006..
 DE9053
 DE9053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9053
 DE9053.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9053
 DE9053.The ellipsoidal height was determined by GPS observations
 DE9053.and is referenced to NAD 83.
 DE9053
 DE9053.The geoid height was determined by GEOID03.
 DE9053
 DE9053.The dynamic height is computed by dividing the NAVD 88
 DE9053.geopotential number by the normal gravity value computed on the
 DE9053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9053.degrees latitude (g = 980.6199 gals.).
 DE9053
 DE9053.The modeled gravity was interpolated from observed gravity values.
 DE9053
 DE9053;                    North         East     Units Scale Factor Converg.
 DE9053;SPC MN S     -   215,150.537   914,546.699   MT  0.99995607   +1 00 05.7
 DE9053;UTM  15      - 4,874,998.473   534,374.464   MT  0.99961453   +0 17 53.2
 DE9053
 DE9053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9053!SPC MN S     -   0.99995219  x   0.99995607  =   0.99990826
 DE9053!UTM  15      -   0.99995219  x   0.99961453  =   0.99956674
 DE9053
 DE9053:                Primary Azimuth Mark                     Grid Az
 DE9053:SPC MN S     -  5501 J                                   275 03 55.8
 DE9053:UTM  15      -  5501 J                                   275 46 08.3
 DE9053
 DE9053|---------------------------------------------------------------------|
 DE9053| PID    Reference Object                     Distance      Geod. Az  |
 DE9053|                                                           dddmmss.s |
 DE9053| DE9052 5501 J                              APPROX. 1.2 KM 2760401.5 |
 DE9053|---------------------------------------------------------------------|
 DE9053
 DE9053                          SUPERSEDED SURVEY CONTROL
 DE9053
 DE9053  NAVD 88 (12/17/02)  334.91   (m)         1098.8    (f) LEVELING    3  
 DE9053
 DE9053.Superseded values are not recommended for survey control.
 DE9053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9053.See file dsdata.txt to determine how the superseded data were derived.
 DE9053
 DE9053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ3437474998(NAD 83)
 DE9053_MARKER: DB = BENCH MARK DISK
 DE9053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9053_STAMPING: 5501 L STA 282+28 1960
 DE9053_MARK LOGO: MNHD  
 DE9053_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9053+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DE9053
 DE9053  HISTORY     - Date     Condition        Report By
 DE9053  HISTORY     - 1960     MONUMENTED       MNDT
 DE9053  HISTORY     - 20000917 GOOD             MNDT
 DE9053
 DE9053                          STATION DESCRIPTION
 DE9053
 DE9053'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DE9053'THE MARK WAS RECOVERED 4 MI (6.4 KM) WEST OF ROCHESTER, 4.54 MI (7.31
 DE9053'KM) WEST ALONG TH 14 FROM JCT OF TH 52, AT TH 14 MP 206.55, 72 FT
 DE9053'(21.9 M) NORTH OF WB TH 14 AT STA 282+28, 0.4 FT (12.2 CM) SOUTH OF
 DE9053'WIT POST, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7911 ***********************************************************************
 DH7911  DESIGNATION -  5501 M
 DH7911  PID         -  DH7911
 DH7911  STATE/COUNTY-  MN/OLMSTED
 DH7911  USGS QUAD   -  DOUGLAS (1993)
 DH7911
 DH7911                         *CURRENT SURVEY CONTROL
 DH7911  ___________________________________________________________________
 DH7911* NAD 83(1986)-  44 01 59.     (N)    092 33 29.     (W)     SCALED    
 DH7911* NAVD 88     -       324.199  (meters)    1063.64   (feet)  ADJUSTED  
 DH7911  ___________________________________________________________________
 DH7911  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DH7911  DYNAMIC HT  -         324.131 (meters)    1063.42  (feet)  COMP
 DH7911  MODELED GRAV-     980,400.5   (mgal)                       NAVD 88
 DH7911
 DH7911  VERT ORDER  -  SECOND    CLASS I
 DH7911
 DH7911.The horizontal coordinates were scaled from a topographic map and have
 DH7911.an estimated accuracy of +/- 6 seconds.
 DH7911
 DH7911.The orthometric height was determined by differential leveling
 DH7911.and adjusted by the National Geodetic Survey in March 2006..
 DH7911
 DH7911.The geoid height was determined by GEOID03.
 DH7911
 DH7911.The dynamic height is computed by dividing the NAVD 88
 DH7911.geopotential number by the normal gravity value computed on the
 DH7911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7911.degrees latitude (g = 980.6199 gals.).
 DH7911
 DH7911.The modeled gravity was interpolated from observed gravity values.
 DH7911
 DH7911;                    North         East    Units  Estimated Accuracy
 DH7911;SPC MN S     -   215,800.      915,580.      MT  (+/- 180 meters Scaled)
 DH7911
 DH7911                          SUPERSEDED SURVEY CONTROL
 DH7911
 DH7911.No superseded survey control is available for this station.
 DH7911
 DH7911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ354756(NAD 83)
 DH7911_MARKER: DB = BENCH MARK DISK
 DH7911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7911_STAMPING: 5501 M STA 323+85 1960
 DH7911_MARK LOGO: MNHD  
 DH7911_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7911+STABILITY: SURFACE MOTION
 DH7911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7911+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DH7911
 DH7911  HISTORY     - Date     Condition        Report By
 DH7911  HISTORY     - 1960     MONUMENTED       MNHD
 DH7911  HISTORY     - 20000917 GOOD             MNDT
 DH7911
 DH7911                          STATION DESCRIPTION
 DH7911
 DH7911'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DH7911'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.75 MI (6.03
 DH7911'KM) WEST ALONG TH 14 FROM JCT TH 14 AND TH 52 IN ROCHESTER, AT TH 14
 DH7911'MP 207.30, IN NE QUADRANT OF JCT OF TH 14 AND CO RD 104, 64 FT (19.5
 DH7911'M) NORTH OF WB TH 14 AT STA 323+85, 47 FT (14.3 M) EAST OF CO RD 104,
 DH7911'2.8 FT (0.9 M) NORTH OF P-POLE, 2 FT (0.6 M) WEST OF WIT POST,
 DH7911'RECESSED 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7912 ***********************************************************************
 DH7912  DESIGNATION -  5501 N
 DH7912  PID         -  DH7912
 DH7912  STATE/COUNTY-  MN/OLMSTED
 DH7912  USGS QUAD   -  DOUGLAS (1993)
 DH7912
 DH7912                         *CURRENT SURVEY CONTROL
 DH7912  ___________________________________________________________________
 DH7912* NAD 83(1986)-  44 02 13.     (N)    092 33 07.     (W)     SCALED    
 DH7912* NAVD 88     -       320.518  (meters)    1051.57   (feet)  ADJUSTED  
 DH7912  ___________________________________________________________________
 DH7912  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DH7912  DYNAMIC HT  -         320.451 (meters)    1051.35  (feet)  COMP
 DH7912  MODELED GRAV-     980,402.3   (mgal)                       NAVD 88
 DH7912
 DH7912  VERT ORDER  -  SECOND    CLASS I
 DH7912
 DH7912.The horizontal coordinates were scaled from a topographic map and have
 DH7912.an estimated accuracy of +/- 6 seconds.
 DH7912
 DH7912.The orthometric height was determined by differential leveling
 DH7912.and adjusted by the National Geodetic Survey in March 2006..
 DH7912
 DH7912.The geoid height was determined by GEOID03.
 DH7912
 DH7912.The dynamic height is computed by dividing the NAVD 88
 DH7912.geopotential number by the normal gravity value computed on the
 DH7912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7912.degrees latitude (g = 980.6199 gals.).
 DH7912
 DH7912.The modeled gravity was interpolated from observed gravity values.
 DH7912
 DH7912;                    North         East    Units  Estimated Accuracy
 DH7912;SPC MN S     -   216,250.      916,060.      MT  (+/- 180 meters Scaled)
 DH7912
 DH7912                          SUPERSEDED SURVEY CONTROL
 DH7912
 DH7912.No superseded survey control is available for this station.
 DH7912
 DH7912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ359760(NAD 83)
 DH7912_MARKER: DB = BENCH MARK DISK
 DH7912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7912_STAMPING: 5501 N STA 346+51 1960
 DH7912_MARK LOGO: MNHD  
 DH7912_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7912+STABILITY: SURFACE MOTION
 DH7912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7912+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DH7912
 DH7912  HISTORY     - Date     Condition        Report By
 DH7912  HISTORY     - 1960     MONUMENTED       MNHD
 DH7912  HISTORY     - 20000917 GOOD             MNDT
 DH7912
 DH7912                          STATION DESCRIPTION
 DH7912
 DH7912'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DH7912'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.3 MI (5.3 KM)
 DH7912'WEST ALONG TH 14 FROM JCT TH 14 AND TH 52 IN ROCHESTER, 0.9 MI (1.4
 DH7912'KM) EAST OF N-S RD, AT TH 14 MP 207.75, 70 FT (21.3 M) NORTH OF WB TH
 DH7912'14 AT STA 346+51, 10.5 FT (3.2 M) WSW OF P-POLE, 9.6 FT (2.9 M) NE OF
 DH7912'P-POLE, 0.9 FT (27.4 CM) SOUTH OF WIT POST, RECESSED 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7913 ***********************************************************************
 DH7913  DESIGNATION -  5501 O
 DH7913  PID         -  DH7913
 DH7913  STATE/COUNTY-  MN/OLMSTED
 DH7913  USGS QUAD   -  DOUGLAS (1993)
 DH7913
 DH7913                         *CURRENT SURVEY CONTROL
 DH7913  ___________________________________________________________________
 DH7913* NAD 83(1986)-  44 02 18.     (N)    092 32 54.     (W)     SCALED    
 DH7913* NAVD 88     -       320.485  (meters)    1051.46   (feet)  ADJUSTED  
 DH7913  ___________________________________________________________________
 DH7913  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DH7913  DYNAMIC HT  -         320.419 (meters)    1051.24  (feet)  COMP
 DH7913  MODELED GRAV-     980,403.1   (mgal)                       NAVD 88
 DH7913
 DH7913  VERT ORDER  -  SECOND    CLASS I
 DH7913
 DH7913.The horizontal coordinates were scaled from a topographic map and have
 DH7913.an estimated accuracy of +/- 6 seconds.
 DH7913
 DH7913.The orthometric height was determined by differential leveling
 DH7913.and adjusted by the National Geodetic Survey in March 2006..
 DH7913
 DH7913.The geoid height was determined by GEOID03.
 DH7913
 DH7913.The dynamic height is computed by dividing the NAVD 88
 DH7913.geopotential number by the normal gravity value computed on the
 DH7913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7913.degrees latitude (g = 980.6199 gals.).
 DH7913
 DH7913.The modeled gravity was interpolated from observed gravity values.
 DH7913
 DH7913;                    North         East    Units  Estimated Accuracy
 DH7913;SPC MN S     -   216,400.      916,350.      MT  (+/- 180 meters Scaled)
 DH7913
 DH7913                          SUPERSEDED SURVEY CONTROL
 DH7913
 DH7913.No superseded survey control is available for this station.
 DH7913
 DH7913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ361762(NAD 83)
 DH7913_MARKER: DB = BENCH MARK DISK
 DH7913_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH7913_SP_SET: BOX CULVERT
 DH7913_STAMPING: 5501 O 1960
 DH7913_MARK LOGO: MNHD  
 DH7913_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH7913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7913+STABILITY: SURFACE MOTION
 DH7913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7913+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DH7913
 DH7913  HISTORY     - Date     Condition        Report By
 DH7913  HISTORY     - 1960     MONUMENTED       MNHD
 DH7913  HISTORY     - 20000917 GOOD             MNDT
 DH7913
 DH7913                          STATION DESCRIPTION
 DH7913
 DH7913'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DH7913'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.1 MI (5.0 KM)
 DH7913'WEST ALONG TH 14 FROM JCT TH 14 AND TH 52 IN ROCHESTER, AT TH 14 MP
 DH7913'207.90, IN SE COR OF TH 14 BOX CULVERT, 115 FT (35.1 M) SOUTH OF WB TH
 DH7913'14, 30 FT (9.1 M) SOUTH OF EB TH 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7914 ***********************************************************************
 DH7914  DESIGNATION -  5501 P
 DH7914  PID         -  DH7914
 DH7914  STATE/COUNTY-  MN/OLMSTED
 DH7914  USGS QUAD   -  DOUGLAS (1993)
 DH7914
 DH7914                         *CURRENT SURVEY CONTROL
 DH7914  ___________________________________________________________________
 DH7914* NAD 83(1986)-  44 02 27.     (N)    092 32 21.     (W)     SCALED    
 DH7914* NAVD 88     -       316.610  (meters)    1038.74   (feet)  ADJUSTED  
 DH7914  ___________________________________________________________________
 DH7914  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DH7914  DYNAMIC HT  -         316.545 (meters)    1038.53  (feet)  COMP
 DH7914  MODELED GRAV-     980,405.2   (mgal)                       NAVD 88
 DH7914
 DH7914  VERT ORDER  -  SECOND    CLASS I
 DH7914
 DH7914.The horizontal coordinates were scaled from a topographic map and have
 DH7914.an estimated accuracy of +/- 6 seconds.
 DH7914
 DH7914.The orthometric height was determined by differential leveling
 DH7914.and adjusted by the National Geodetic Survey in March 2006..
 DH7914
 DH7914.The geoid height was determined by GEOID03.
 DH7914
 DH7914.The dynamic height is computed by dividing the NAVD 88
 DH7914.geopotential number by the normal gravity value computed on the
 DH7914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7914.degrees latitude (g = 980.6199 gals.).
 DH7914
 DH7914.The modeled gravity was interpolated from observed gravity values.
 DH7914
 DH7914;                    North         East    Units  Estimated Accuracy
 DH7914;SPC MN S     -   216,700.      917,080.      MT  (+/- 180 meters Scaled)
 DH7914
 DH7914                          SUPERSEDED SURVEY CONTROL
 DH7914
 DH7914.No superseded survey control is available for this station.
 DH7914
 DH7914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ369765(NAD 83)
 DH7914_MARKER: DB = BENCH MARK DISK
 DH7914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7914_STAMPING: 5501 P 1960
 DH7914_MARK LOGO: MNHD  
 DH7914_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH7914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7914+STABILITY: SURFACE MOTION
 DH7914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7914+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DH7914
 DH7914  HISTORY     - Date     Condition        Report By
 DH7914  HISTORY     - 1960     MONUMENTED       MNHD
 DH7914  HISTORY     - 20000917 GOOD             MNDT
 DH7914
 DH7914                          STATION DESCRIPTION
 DH7914
 DH7914'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DH7914'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.65 MI (4.26
 DH7914'KM) WEST ALONG TH 14 FROM JCT TH 14 AND TH 52 IN ROCHESTER, AT TH 14
 DH7914'MP 208.40, 178 FT (54.3 M) NORTH OF WB TH 14, 0.5 FT (15.2 CM) SOUTH
 DH7914'OF WIT POST, PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9054 ***********************************************************************
 DE9054  DESIGNATION -  5501 R
 DE9054  PID         -  DE9054
 DE9054  STATE/COUNTY-  MN/OLMSTED
 DE9054  USGS QUAD   -  DOUGLAS (1993)
 DE9054
 DE9054                         *CURRENT SURVEY CONTROL
 DE9054  ___________________________________________________________________
 DE9054* NAD 83(1996)-  44 02 16.84808(N)    092 31 28.28472(W)     ADJUSTED  
 DE9054* NAVD 88     -       315.028  (meters)    1033.55   (feet)  ADJUSTED  
 DE9054  ___________________________________________________________________
 DE9054  X           -    -202,296.657 (meters)                     COMP
 DE9054  Y           -  -4,588,288.749 (meters)                     COMP
 DE9054  Z           -   4,411,327.108 (meters)                     COMP
 DE9054  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DE9054  ELLIP HEIGHT-         285.05  (meters)          (12/17/02) GPS OBS
 DE9054  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DE9054  DYNAMIC HT  -         314.964 (meters)    1033.34  (feet)  COMP
 DE9054  MODELED GRAV-     980,407.3   (mgal)                       NAVD 88
 DE9054
 DE9054  HORZ ORDER  -  FIRST
 DE9054  VERT ORDER  -  SECOND    CLASS I
 DE9054  ELLP ORDER  -  FOURTH    CLASS I
 DE9054
 DE9054.The horizontal coordinates were established by GPS observations
 DE9054.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9054
 DE9054.The orthometric height was determined by differential leveling
 DE9054.and adjusted by the National Geodetic Survey in March 2006..
 DE9054
 DE9054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9054
 DE9054.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9054
 DE9054.The ellipsoidal height was determined by GPS observations
 DE9054.and is referenced to NAD 83.
 DE9054
 DE9054.The geoid height was determined by GEOID03.
 DE9054
 DE9054.The dynamic height is computed by dividing the NAVD 88
 DE9054.geopotential number by the normal gravity value computed on the
 DE9054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9054.degrees latitude (g = 980.6199 gals.).
 DE9054
 DE9054.The modeled gravity was interpolated from observed gravity values.
 DE9054
 DE9054;                    North         East     Units Scale Factor Converg.
 DE9054;SPC MN S     -   216,402.901   918,254.970   MT  0.99995456   +1 02 03.1
 DE9054;UTM  15      - 4,876,204.799   538,096.571   MT  0.99961785   +0 19 49.9
 DE9054
 DE9054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9054!SPC MN S     -   0.99995530  x   0.99995456  =   0.99990987
 DE9054!UTM  15      -   0.99995530  x   0.99961785  =   0.99957317
 DE9054
 DE9054                          SUPERSEDED SURVEY CONTROL
 DE9054
 DE9054  NAVD 88 (12/17/02)  315.03   (m)         1033.6    (f) LEVELING    3  
 DE9054
 DE9054.Superseded values are not recommended for survey control.
 DE9054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9054.See file dsdata.txt to determine how the superseded data were derived.
 DE9054
 DE9054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ3809776205(NAD 83)
 DE9054_MARKER: DB = BENCH MARK DISK
 DE9054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9054_STAMPING: 5501 R 1960
 DE9054_MARK LOGO: MNDT  
 DE9054_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9054+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 DE9054
 DE9054  HISTORY     - Date     Condition        Report By
 DE9054  HISTORY     - 1960     MONUMENTED       MNDT
 DE9054  HISTORY     - 20000920 GOOD             MNDT
 DE9054
 DE9054                          STATION DESCRIPTION
 DE9054
 DE9054'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DE9054'THE MARK WAS RECOVERED 1.88 MI (3.03 KM) WEST ALONG TH 14 FROM JCT OF
 DE9054'TH 52 IN ROCHESTER, AT TH 14 MP 209.2, 154 FT (46.9 M) SOUTH OF WB TH
 DE9054'14, AT TH 14 STA 422+57.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7915 ***********************************************************************
 DH7915  DESIGNATION -  5501 V
 DH7915  PID         -  DH7915
 DH7915  STATE/COUNTY-  MN/OLMSTED
 DH7915  USGS QUAD   -  DOUGLAS (1993)
 DH7915
 DH7915                         *CURRENT SURVEY CONTROL
 DH7915  ___________________________________________________________________
 DH7915* NAD 83(1986)-  44 02 13.     (N)    092 31 09.     (W)     SCALED    
 DH7915* NAVD 88     -       319.376  (meters)    1047.82   (feet)  ADJUSTED  
 DH7915  ___________________________________________________________________
 DH7915  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DH7915  DYNAMIC HT  -         319.311 (meters)    1047.61  (feet)  COMP
 DH7915  MODELED GRAV-     980,408.2   (mgal)                       NAVD 88
 DH7915
 DH7915  VERT ORDER  -  SECOND    CLASS I
 DH7915
 DH7915.The horizontal coordinates were scaled from a topographic map and have
 DH7915.an estimated accuracy of +/- 6 seconds.
 DH7915
 DH7915.The orthometric height was determined by differential leveling
 DH7915.and adjusted by the National Geodetic Survey in March 2006..
 DH7915
 DH7915.The geoid height was determined by GEOID03.
 DH7915
 DH7915.The dynamic height is computed by dividing the NAVD 88
 DH7915.geopotential number by the normal gravity value computed on the
 DH7915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7915.degrees latitude (g = 980.6199 gals.).
 DH7915
 DH7915.The modeled gravity was interpolated from observed gravity values.
 DH7915
 DH7915;                    North         East    Units  Estimated Accuracy
 DH7915;SPC MN S     -   216,290.      918,690.      MT  (+/- 180 meters Scaled)
 DH7915
 DH7915                          SUPERSEDED SURVEY CONTROL
 DH7915
 DH7915.No superseded survey control is available for this station.
 DH7915
 DH7915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ385760(NAD 83)
 DH7915_MARKER: DD = SURVEY DISK
 DH7915_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH7915_SP_SET: BRIDGE ABUTMENT
 DH7915_STAMPING: 5501 V 2000
 DH7915_MARK LOGO: MNDT  
 DH7915_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7915+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 DH7915
 DH7915  HISTORY     - Date     Condition        Report By
 DH7915  HISTORY     - 1996     MONUMENTED       MNDT
 DH7915  HISTORY     - 20000920 GOOD             MNDT
 DH7915
 DH7915                          STATION DESCRIPTION
 DH7915
 DH7915'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DH7915'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DH7915'WEST OF ROCHESTER, IN BRDG RAIL AT SE COR OF BRDG NO 55012 (CO RD 22
 DH7915'OVER TH 14,) 1.5 MI (2.4 KM) WEST ALONG TH 14 FROM JCT OF TH 14 AND TH
 DH7915'52 IN ROCHESTER, AT TH 14 MP 209.60, 22.5 FT (6.9 M) EAST OF NB CO RD
 DH7915'22, 67 FT (20.4 M) SOUTH OF EB TH 14, 21.5 FT (6.6 M) NORTH OF SOUTH
 DH7915'END OF BRIDGE RAILING. WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9055 ***********************************************************************
 DE9055  DESIGNATION -  5501 W
 DE9055  PID         -  DE9055
 DE9055  STATE/COUNTY-  MN/OLMSTED
 DE9055  USGS QUAD   -  DOUGLAS (1993)
 DE9055
 DE9055                         *CURRENT SURVEY CONTROL
 DE9055  ___________________________________________________________________
 DE9055* NAD 83(1996)-  44 02 04.11094(N)    092 30 23.82319(W)     ADJUSTED  
 DE9055* NAVD 88     -       308.653  (meters)    1012.64   (feet)  ADJUSTED  
 DE9055  ___________________________________________________________________
 DE9055  X           -    -200,874.474 (meters)                     COMP
 DE9055  Y           -  -4,588,620.183 (meters)                     COMP
 DE9055  Z           -   4,411,040.041 (meters)                     COMP
 DE9055  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DE9055  ELLIP HEIGHT-         278.67  (meters)          (12/17/02) GPS OBS
 DE9055  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DE9055  DYNAMIC HT  -         308.591 (meters)    1012.44  (feet)  COMP
 DE9055  MODELED GRAV-     980,410.4   (mgal)                       NAVD 88
 DE9055
 DE9055  HORZ ORDER  -  FIRST
 DE9055  VERT ORDER  -  SECOND    CLASS I
 DE9055  ELLP ORDER  -  FOURTH    CLASS I
 DE9055
 DE9055.The horizontal coordinates were established by GPS observations
 DE9055.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9055
 DE9055.The orthometric height was determined by differential leveling
 DE9055.and adjusted by the National Geodetic Survey in March 2006..
 DE9055
 DE9055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9055
 DE9055.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9055
 DE9055.The ellipsoidal height was determined by GPS observations
 DE9055.and is referenced to NAD 83.
 DE9055
 DE9055.The geoid height was determined by GEOID03.
 DE9055
 DE9055.The dynamic height is computed by dividing the NAVD 88
 DE9055.geopotential number by the normal gravity value computed on the
 DE9055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9055.degrees latitude (g = 980.6199 gals.).
 DE9055
 DE9055.The modeled gravity was interpolated from observed gravity values.
 DE9055
 DE9055;                    North         East     Units Scale Factor Converg.
 DE9055;SPC MN S     -   216,035.918   919,697.103   MT  0.99995505   +1 02 48.3
 DE9055;UTM  15      - 4,875,820.260   539,533.604   MT  0.99961922   +0 20 34.6
 DE9055
 DE9055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9055!SPC MN S     -   0.99995631  x   0.99995505  =   0.99991136
 DE9055!UTM  15      -   0.99995631  x   0.99961922  =   0.99957554
 DE9055
 DE9055                          SUPERSEDED SURVEY CONTROL
 DE9055
 DE9055  NAVD 88 (12/17/02)  308.65   (m)         1012.6    (f) LEVELING    3  
 DE9055
 DE9055.Superseded values are not recommended for survey control.
 DE9055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9055.See file dsdata.txt to determine how the superseded data were derived.
 DE9055
 DE9055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ3953475820(NAD 83)
 DE9055_MARKER: DD = SURVEY DISK
 DE9055_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9055_STAMPING: 5501 W
 DE9055_MARK LOGO: MNDT  
 DE9055_PROJECTION: FLUSH
 DE9055_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9055+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DE9055_ROD/PIPE-DEPTH: 12.2 meters
 DE9055
 DE9055  HISTORY     - Date     Condition        Report By
 DE9055  HISTORY     - 2000     MONUMENTED       MNDT
 DE9055
 DE9055                          STATION DESCRIPTION
 DE9055
 DE9055'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE9055'1 MI (1.6 KM) WEST OF ROCHESTER, 1.0 MI (1.6 KM) WEST ALONG TH 14 FROM
 DE9055'JCT OF TH 52, AT TH 14 MP 210, 47.0 FT (14.3 M) SOUTH OF WB TH 14,
 DE9055'36.0 FT (11.0 M) NORTH OF EB TH 14, 75.0 FT (22.9 M) SOUTH OF MILEPOST
 DE9055'210, 2.9 FT (0.9 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0145 ***********************************************************************
 PP0145  DESIGNATION -  5502 A
 PP0145  PID         -  PP0145
 PP0145  STATE/COUNTY-  MN/OLMSTED
 PP0145  USGS QUAD   -  ROCHESTER (1993)
 PP0145
 PP0145                         *CURRENT SURVEY CONTROL
 PP0145  ___________________________________________________________________
 PP0145* NAD 83(1986)-  44 01 49.     (N)    092 29 16.     (W)     SCALED    
 PP0145* NAVD 88     -       311.972  (meters)    1023.53   (feet)  ADJUSTED  
 PP0145  ___________________________________________________________________
 PP0145  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 PP0145  DYNAMIC HT  -         311.911 (meters)    1023.33  (feet)  COMP
 PP0145  MODELED GRAV-     980,413.8   (mgal)                       NAVD 88
 PP0145
 PP0145  VERT ORDER  -  SECOND    CLASS I
 PP0145
 PP0145.The horizontal coordinates were scaled from a topographic map and have
 PP0145.an estimated accuracy of +/- 6 seconds.
 PP0145
 PP0145.The orthometric height was determined by differential leveling
 PP0145.and adjusted by the National Geodetic Survey in March 2006..
 PP0145
 PP0145.The geoid height was determined by GEOID03.
 PP0145
 PP0145.The dynamic height is computed by dividing the NAVD 88
 PP0145.geopotential number by the normal gravity value computed on the
 PP0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0145.degrees latitude (g = 980.6199 gals.).
 PP0145
 PP0145.The modeled gravity was interpolated from observed gravity values.
 PP0145
 PP0145;                    North         East    Units  Estimated Accuracy
 PP0145;SPC MN S     -   215,600.      921,220.      MT  (+/- 180 meters Scaled)
 PP0145
 PP0145                          SUPERSEDED SURVEY CONTROL
 PP0145
 PP0145  NAVD 88 (06/15/91)  311.977  (m)         1023.54   (f) UNKNOWN     2 0
 PP0145  NGVD 29 (??/??/92)  311.957  (m)         1023.48   (f) ADJ UNCH    2 0
 PP0145
 PP0145.Superseded values are not recommended for survey control.
 PP0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0145.See file dsdata.txt to determine how the superseded data were derived.
 PP0145
 PP0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ410753(NAD 83)
 PP0145_MARKER: DB = BENCH MARK DISK
 PP0145_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0145_SP_SET: BRIDGE ABUTMENT
 PP0145_STAMPING: 5502 A 1970 NN
 PP0145_MARK LOGO: MNHD  
 PP0145_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0145+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 PP0145
 PP0145  HISTORY     - Date     Condition        Report By
 PP0145  HISTORY     - 1970     MONUMENTED       MNHD
 PP0145  HISTORY     - 20000917 GOOD             MNDT
 PP0145
 PP0145                          STATION DESCRIPTION
 PP0145
 PP0145'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0145'IN ROCHESTER.
 PP0145'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9033, TH 52,
 PP0145'NORTHBOUND OVER TH 14.  NE 1/4 SECTION 34, T 107N, R 14W.
 PP0145
 PP0145                          STATION RECOVERY (2000)
 PP0145
 PP0145'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 PP0145'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  STAMPING HAS
 PP0145'CHANGED FROM 5502 A 1970 TO 5502 A 1970 NN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0142 ***********************************************************************
 PP0142  DESIGNATION -  5502 D
 PP0142  PID         -  PP0142
 PP0142  STATE/COUNTY-  MN/OLMSTED
 PP0142  USGS QUAD   -  ROCHESTER (1993)
 PP0142
 PP0142                         *CURRENT SURVEY CONTROL
 PP0142  ___________________________________________________________________
 PP0142* NAD 83(1986)-  44 01 02.     (N)    092 29 14.     (W)     SCALED    
 PP0142* NAVD 88     -       323.421  (meters)    1061.09   (feet)  ADJUSTED  
 PP0142  ___________________________________________________________________
 PP0142  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 PP0142  DYNAMIC HT  -         323.356 (meters)    1060.88  (feet)  COMP
 PP0142  MODELED GRAV-     980,411.1   (mgal)                       NAVD 88
 PP0142
 PP0142  VERT ORDER  -  SECOND    CLASS 0
 PP0142
 PP0142.The horizontal coordinates were scaled from a topographic map and have
 PP0142.an estimated accuracy of +/- 6 seconds.
 PP0142
 PP0142.The orthometric height was determined by differential leveling
 PP0142.and adjusted by the National Geodetic Survey in June 1991..
 PP0142
 PP0142.The geoid height was determined by GEOID03.
 PP0142
 PP0142.The dynamic height is computed by dividing the NAVD 88
 PP0142.geopotential number by the normal gravity value computed on the
 PP0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0142.degrees latitude (g = 980.6199 gals.).
 PP0142
 PP0142.The modeled gravity was interpolated from observed gravity values.
 PP0142
 PP0142;                    North         East    Units  Estimated Accuracy
 PP0142;SPC MN S     -   214,150.      921,290.      MT  (+/- 180 meters Scaled)
 PP0142
 PP0142                          SUPERSEDED SURVEY CONTROL
 PP0142
 PP0142  NGVD 29 (??/??/92)  323.398  (m)         1061.01   (f) ADJ UNCH    2 0
 PP0142
 PP0142.Superseded values are not recommended for survey control.
 PP0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0142.See file dsdata.txt to determine how the superseded data were derived.
 PP0142
 PP0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ411739(NAD 83)
 PP0142_MARKER: DD = SURVEY DISK
 PP0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0142_SP_SET: BRIDGE
 PP0142_STAMPING: 5502-D 1970
 PP0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0142
 PP0142  HISTORY     - Date     Condition        Report By
 PP0142  HISTORY     - 1970     MONUMENTED       MNDT
 PP0142
 PP0142                          STATION DESCRIPTION
 PP0142
 PP0142'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0142'IN ROCHESTER.
 PP0142'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 55014, 6TH
 PP0142'STREET SOUTHWEST OVER TH 52 ABOUT 0.8 MILES NORTH OF TH 14.  NE 1/4
 PP0142'SECTION 3, T 106N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0141 ***********************************************************************
 PP0141  DESIGNATION -  5502 E
 PP0141  PID         -  PP0141
 PP0141  STATE/COUNTY-  MN/OLMSTED
 PP0141  USGS QUAD   -  ROCHESTER (1993)
 PP0141
 PP0141                         *CURRENT SURVEY CONTROL
 PP0141  ___________________________________________________________________
 PP0141* NAD 83(1986)-  44 00 55.     (N)    092 29 10.     (W)     SCALED    
 PP0141* NAVD 88     -       319.865  (meters)    1049.42   (feet)  ADJUSTED  
 PP0141  ___________________________________________________________________
 PP0141  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 PP0141  DYNAMIC HT  -         319.802 (meters)    1049.22  (feet)  COMP
 PP0141  MODELED GRAV-     980,411.0   (mgal)                       NAVD 88
 PP0141
 PP0141  VERT ORDER  -  SECOND    CLASS 0
 PP0141
 PP0141.The horizontal coordinates were scaled from a topographic map and have
 PP0141.an estimated accuracy of +/- 6 seconds.
 PP0141
 PP0141.The orthometric height was determined by differential leveling
 PP0141.and adjusted by the National Geodetic Survey in June 1991..
 PP0141
 PP0141.The geoid height was determined by GEOID03.
 PP0141
 PP0141.The dynamic height is computed by dividing the NAVD 88
 PP0141.geopotential number by the normal gravity value computed on the
 PP0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0141.degrees latitude (g = 980.6199 gals.).
 PP0141
 PP0141.The modeled gravity was interpolated from observed gravity values.
 PP0141
 PP0141;                    North         East    Units  Estimated Accuracy
 PP0141;SPC MN S     -   213,930.      921,380.      MT  (+/- 180 meters Scaled)
 PP0141
 PP0141                          SUPERSEDED SURVEY CONTROL
 PP0141
 PP0141  NGVD 29 (??/??/92)  319.842  (m)         1049.35   (f) ADJ UNCH    2 0
 PP0141
 PP0141.Superseded values are not recommended for survey control.
 PP0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0141.See file dsdata.txt to determine how the superseded data were derived.
 PP0141
 PP0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ411736(NAD 83)
 PP0141_MARKER: DD = SURVEY DISK
 PP0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0141_STAMPING: 5502-E 1970
 PP0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0141+STABILITY: SURFACE MOTION
 PP0141
 PP0141  HISTORY     - Date     Condition        Report By
 PP0141  HISTORY     - 1970     MONUMENTED       MNDT
 PP0141
 PP0141                          STATION DESCRIPTION
 PP0141
 PP0141'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0141'IN ROCHESTER.
 PP0141'MARK IS LOCATED 0.6 MILES NORTH OF TH 14, 100 FEET EAST OF TH 52
 PP0141'NORTHBOUND STATION, 18 FEET EAST OF A FRONTAGE ROAD CENTERLINE, 35
 PP0141'FEET NORTH OF A DEADEND ROAD CENTERLINE, 12 FEET NORTHEAST OF A
 PP0141'FIRE-HYDRANT, 4 FEET WEST OF A STEEL WITNESS POST (R/W) IN TOP OF A 6
 PP0141'FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE1/4
 PP0141'SECTION 3, T 106, R 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1540 ***********************************************************************
 OO1540  DESIGNATION -  5505 J
 OO1540  PID         -  OO1540
 OO1540  STATE/COUNTY-  MN/OLMSTED
 OO1540  USGS QUAD   -  CHATFIELD (1974)
 OO1540
 OO1540                         *CURRENT SURVEY CONTROL
 OO1540  ___________________________________________________________________
 OO1540* NAD 83(1986)-  43 51 04.     (N)    092 11 40.     (W)     SCALED    
 OO1540* NAVD 88     -       298.643  (meters)     979.80   (feet)  ADJUSTED  
 OO1540  ___________________________________________________________________
 OO1540  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 OO1540  DYNAMIC HT  -         298.587 (meters)     979.61  (feet)  COMP
 OO1540  MODELED GRAV-     980,425.1   (mgal)                       NAVD 88
 OO1540
 OO1540  VERT ORDER  -  SECOND    CLASS II
 OO1540
 OO1540.The horizontal coordinates were scaled from a topographic map and have
 OO1540.an estimated accuracy of +/- 6 seconds.
 OO1540
 OO1540.The orthometric height was determined by differential leveling
 OO1540.and adjusted by the National Geodetic Survey in June 1991..
 OO1540
 OO1540.The geoid height was determined by GEOID03.
 OO1540
 OO1540.The dynamic height is computed by dividing the NAVD 88
 OO1540.geopotential number by the normal gravity value computed on the
 OO1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1540.degrees latitude (g = 980.6199 gals.).
 OO1540
 OO1540.The modeled gravity was interpolated from observed gravity values.
 OO1540
 OO1540;                    North         East    Units  Estimated Accuracy
 OO1540;SPC MN S     -   196,170.      945,170.      MT  (+/- 180 meters Scaled)
 OO1540
 OO1540                          SUPERSEDED SURVEY CONTROL
 OO1540
 OO1540.No superseded survey control is available for this station.
 OO1540
 OO1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ647556(NAD 83)
 OO1540_MARKER: DB = BENCH MARK DISK
 OO1540_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1540_SP_SET: BRIDGE ABUTMENT
 OO1540_STAMPING: 5505 J 1956
 OO1540_MARK LOGO: MNDT  
 OO1540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1540
 OO1540  HISTORY     - Date     Condition        Report By
 OO1540  HISTORY     - 1956     MONUMENTED       MNDT
 OO1540  HISTORY     - 1979     GOOD             MNDT
 OO1540
 OO1540                          STATION DESCRIPTION
 OO1540
 OO1540'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1540'IN CHATFIELD.
 OO1540'THE MARK IS LOCATED 0.1 MILE WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 OO1540'NORTH JUNCTION WITH TRUNK HIGHWAY 52 IN CHATFIELD IN THE ABUTMENT IN
 OO1540'THE SOUTHEAST CORNER OF BRIDGE NUMBER 9006 OVER MILL CREEK IN THE SW
 OO1540'1/4 OF SECTION 31, T105N, R11W.  THE MARK IS 18.7 FEET SOUTH OF AND
 OO1540'ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 30.  THE MARK, A
 OO1540'STANDARD MNHD BENCH MARK DISK STAMPED---5505 J 1956---, IS CEMENTED
 OO1540'IN A DRILL HOLE IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1539 ***********************************************************************
 OO1539  DESIGNATION -  5505 J 1
 OO1539  PID         -  OO1539
 OO1539  STATE/COUNTY-  MN/OLMSTED
 OO1539  USGS QUAD   -  CHATFIELD (1974)
 OO1539
 OO1539                         *CURRENT SURVEY CONTROL
 OO1539  ___________________________________________________________________
 OO1539* NAD 83(1986)-  43 50 55.     (N)    092 11 43.     (W)     SCALED    
 OO1539* NAVD 88     -       296.987  (meters)     974.36   (feet)  ADJUSTED  
 OO1539  ___________________________________________________________________
 OO1539  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 OO1539  DYNAMIC HT  -         296.932 (meters)     974.18  (feet)  COMP
 OO1539  MODELED GRAV-     980,424.8   (mgal)                       NAVD 88
 OO1539
 OO1539  VERT ORDER  -  SECOND    CLASS II
 OO1539
 OO1539.The horizontal coordinates were scaled from a topographic map and have
 OO1539.an estimated accuracy of +/- 6 seconds.
 OO1539
 OO1539.The orthometric height was determined by differential leveling
 OO1539.and adjusted by the National Geodetic Survey in June 1991..
 OO1539
 OO1539.The geoid height was determined by GEOID03.
 OO1539
 OO1539.The dynamic height is computed by dividing the NAVD 88
 OO1539.geopotential number by the normal gravity value computed on the
 OO1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1539.degrees latitude (g = 980.6199 gals.).
 OO1539
 OO1539.The modeled gravity was interpolated from observed gravity values.
 OO1539
 OO1539;                    North         East    Units  Estimated Accuracy
 OO1539;SPC MN S     -   195,890.      945,100.      MT  (+/- 180 meters Scaled)
 OO1539
 OO1539                          SUPERSEDED SURVEY CONTROL
 OO1539
 OO1539.No superseded survey control is available for this station.
 OO1539
 OO1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ646553(NAD 83)
 OO1539_MARKER: DB = BENCH MARK DISK
 OO1539_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1539_SP_SET: BRIDGE ABUTMENT
 OO1539_STAMPING: 5505 J 1 1979
 OO1539_MARK LOGO: MNDT  
 OO1539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1539
 OO1539  HISTORY     - Date     Condition        Report By
 OO1539  HISTORY     - 1979     MONUMENTED       MNDT
 OO1539
 OO1539                          STATION DESCRIPTION
 OO1539
 OO1539'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1539'IN CHATFIELD.
 OO1539'THE MARK IS LOCATED 0.15 MILE WEST ALONG DIVISION STREET IN CHATFIELD
 OO1539'FROM ITS JUNCTION WITH MAIN STREET AND IS IN THE ABUTMENT AT THE
 OO1539'SOUTHEAST CORNER OF THE BRIDGE OVER MILL CREEK IN THE SW 1/4 OF
 OO1539'SECTION 31, T105N, R11W.  THE MARK IS 17 FEET SOUTH OF AND 0.5 FOOT
 OO1539'HIGHER THAN THE CENTER OF THE STREET.  THE MARK, A STANDARD MNHD
 OO1539'VERTICAL CONTROL MARK DISK STAMPED---5505 J 1 1979---, IS CEMENTED IN
 OO1539'A DRILL HOLE IN THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0178 ***********************************************************************
 OO0178  DESIGNATION -  5507 AB
 OO0178  PID         -  OO0178
 OO0178  STATE/COUNTY-  MN/OLMSTED
 OO0178  USGS QUAD   -  SIMPSON (1993)
 OO0178
 OO0178                         *CURRENT SURVEY CONTROL
 OO0178  ___________________________________________________________________
 OO0178* NAD 83(1986)-  43 57 25.     (N)    092 22 39.     (W)     SCALED    
 OO0178* NAVD 88     -       337.056  (meters)    1105.82   (feet)  ADJUSTED  
 OO0178  ___________________________________________________________________
 OO0178  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO0178  DYNAMIC HT  -         336.991 (meters)    1105.61  (feet)  COMP
 OO0178  MODELED GRAV-     980,414.8   (mgal)                       NAVD 88
 OO0178
 OO0178  VERT ORDER  -  SECOND    CLASS 0
 OO0178
 OO0178.The horizontal coordinates were scaled from a topographic map and have
 OO0178.an estimated accuracy of +/- 6 seconds.
 OO0178
 OO0178.The orthometric height was determined by differential leveling
 OO0178.and adjusted by the National Geodetic Survey in June 1991..
 OO0178
 OO0178.The geoid height was determined by GEOID03.
 OO0178
 OO0178.The dynamic height is computed by dividing the NAVD 88
 OO0178.geopotential number by the normal gravity value computed on the
 OO0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0178.degrees latitude (g = 980.6199 gals.).
 OO0178
 OO0178.The modeled gravity was interpolated from observed gravity values.
 OO0178
 OO0178;                    North         East    Units  Estimated Accuracy
 OO0178;SPC MN S     -   207,620.      930,220.      MT  (+/- 180 meters Scaled)
 OO0178
 OO0178                          SUPERSEDED SURVEY CONTROL
 OO0178
 OO0178  NGVD 29 (??/??/92)  337.043  (m)         1105.78   (f) ADJ UNCH    2 0
 OO0178
 OO0178.Superseded values are not recommended for survey control.
 OO0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0178.See file dsdata.txt to determine how the superseded data were derived.
 OO0178
 OO0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ499672(NAD 83)
 OO0178_MARKER: DD = SURVEY DISK
 OO0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0178_SP_SET: MONUMENT
 OO0178_STAMPING: 5507-AB 1970
 OO0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0178
 OO0178  HISTORY     - Date     Condition        Report By
 OO0178  HISTORY     - 1970     MONUMENTED       MNDT
 OO0178  HISTORY     - 1972     GOOD             MNDT
 OO0178
 OO0178                          STATION DESCRIPTION
 OO0178
 OO0178'DESCRIBED BY MN DEPT OF TRANSP 1972
 OO0178'2.2 MI NW FROM MARION.
 OO0178'MARK FOUND, AS DESCRIBED, 2.2 MILES NORTHWEST ALONG T.H. 52 FROM THE
 OO0178'JUNCTION OF T.H. 52 AND COUNTY ROAD 19 IN MARION, 1.0 MILES NORTH OF
 OO0178'FAI 90, 400 FEET EAST OF COUNTY ROAD 11, 100 FEET SOUTH OF THE
 OO0178'ENTRANCE RAMP FROM COUNTY ROAD 11 TO T.H. 52 SOUTH BOUND, 1 FOOT NORTH
 OO0178'OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST MONUMENT SET FLUSH WITH
 OO0178'THE GROUND.  SW 1/4, SEC 27, T 106, R 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0177 ***********************************************************************
 OO0177  DESIGNATION -  5507 AC
 OO0177  PID         -  OO0177
 OO0177  STATE/COUNTY-  MN/OLMSTED
 OO0177  USGS QUAD   -  MARION (1974)
 OO0177
 OO0177                         *CURRENT SURVEY CONTROL
 OO0177  ___________________________________________________________________
 OO0177* NAD 83(1986)-  43 57 20.     (N)    092 22 07.     (W)     SCALED    
 OO0177* NAVD 88     -       334.471  (meters)    1097.34   (feet)  ADJUSTED  
 OO0177  ___________________________________________________________________
 OO0177  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 OO0177  DYNAMIC HT  -         334.406 (meters)    1097.13  (feet)  COMP
 OO0177  MODELED GRAV-     980,415.9   (mgal)                       NAVD 88
 OO0177
 OO0177  VERT ORDER  -  SECOND    CLASS 0
 OO0177
 OO0177.The horizontal coordinates were scaled from a topographic map and have
 OO0177.an estimated accuracy of +/- 6 seconds.
 OO0177
 OO0177.The orthometric height was determined by differential leveling
 OO0177.and adjusted by the National Geodetic Survey in June 1991..
 OO0177
 OO0177.The geoid height was determined by GEOID03.
 OO0177
 OO0177.The dynamic height is computed by dividing the NAVD 88
 OO0177.geopotential number by the normal gravity value computed on the
 OO0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0177.degrees latitude (g = 980.6199 gals.).
 OO0177
 OO0177.The modeled gravity was interpolated from observed gravity values.
 OO0177
 OO0177;                    North         East    Units  Estimated Accuracy
 OO0177;SPC MN S     -   207,480.      930,930.      MT  (+/- 180 meters Scaled)
 OO0177
 OO0177                          SUPERSEDED SURVEY CONTROL
 OO0177
 OO0177  NGVD 29 (??/??/92)  334.458  (m)         1097.30   (f) ADJ UNCH    2 0
 OO0177
 OO0177.Superseded values are not recommended for survey control.
 OO0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0177.See file dsdata.txt to determine how the superseded data were derived.
 OO0177
 OO0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ506671(NAD 83)
 OO0177_MARKER: DD = SURVEY DISK
 OO0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0177_SP_SET: MONUMENT
 OO0177_STAMPING: 5507-AC 1970
 OO0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0177
 OO0177  HISTORY     - Date     Condition        Report By
 OO0177  HISTORY     - 1970     MONUMENTED       MNDT
 OO0177
 OO0177                          STATION DESCRIPTION
 OO0177
 OO0177'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0177'1.8 MI N FROM MARION.
 OO0177'MARK IS LOCATED ABOUT 0.6 MILES NORTH OF FAI 90, AT A DOUBLE-POLE
 OO0177'POWER LINE (NORTH-SOUTH) CROSSING, BETWEEN TWO POLES, 105 FEET EAST OF
 OO0177'T.H. 52 WESTBOUND CENTERLINE STATION 508+26, 1 FOOT SOUTH OF A STEEL
 OO0177'WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET
 OO0177'FLUSH WITH THE GROUND.  SECTION 27, T 106N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0176 ***********************************************************************
 OO0176  DESIGNATION -  5507 AD
 OO0176  PID         -  OO0176
 OO0176  STATE/COUNTY-  MN/OLMSTED
 OO0176  USGS QUAD   -  MARION (1974)
 OO0176
 OO0176                         *CURRENT SURVEY CONTROL
 OO0176  ___________________________________________________________________
 OO0176* NAD 83(1986)-  43 57 07.     (N)    092 21 33.     (W)     SCALED    
 OO0176* NAVD 88     -       340.679  (meters)    1117.71   (feet)  ADJUSTED  
 OO0176  ___________________________________________________________________
 OO0176  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0176  DYNAMIC HT  -         340.613 (meters)    1117.49  (feet)  COMP
 OO0176  MODELED GRAV-     980,416.7   (mgal)                       NAVD 88
 OO0176
 OO0176  VERT ORDER  -  SECOND    CLASS 0
 OO0176
 OO0176.The horizontal coordinates were scaled from a topographic map and have
 OO0176.an estimated accuracy of +/- 6 seconds.
 OO0176
 OO0176.The orthometric height was determined by differential leveling
 OO0176.and adjusted by the National Geodetic Survey in June 1991..
 OO0176
 OO0176.The geoid height was determined by GEOID03.
 OO0176
 OO0176.The dynamic height is computed by dividing the NAVD 88
 OO0176.geopotential number by the normal gravity value computed on the
 OO0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0176.degrees latitude (g = 980.6199 gals.).
 OO0176
 OO0176.The modeled gravity was interpolated from observed gravity values.
 OO0176
 OO0176;                    North         East    Units  Estimated Accuracy
 OO0176;SPC MN S     -   207,100.      931,700.      MT  (+/- 180 meters Scaled)
 OO0176
 OO0176                          SUPERSEDED SURVEY CONTROL
 OO0176
 OO0176  NGVD 29 (??/??/92)  340.666  (m)         1117.67   (f) ADJ UNCH    2 0
 OO0176
 OO0176.Superseded values are not recommended for survey control.
 OO0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0176.See file dsdata.txt to determine how the superseded data were derived.
 OO0176
 OO0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ514667(NAD 83)
 OO0176_MARKER: DD = SURVEY DISK
 OO0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0176_SP_SET: MONUMENT
 OO0176_STAMPING: 5507-AD 1970
 OO0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0176
 OO0176  HISTORY     - Date     Condition        Report By
 OO0176  HISTORY     - 1970     MONUMENTED       MNDT
 OO0176
 OO0176                          STATION DESCRIPTION
 OO0176
 OO0176'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0176'1.1 MI N FROM MARION.
 OO0176'MARK IS LOCATED ABOUT 0.1 MILES NORTH FAI 90, 126 FEET WEST OF T.H. 52
 OO0176'(NEW) STATION 533+00, 1 FOOT EAST OF A STEEL WITNESS POST IN THE TOP
 OO0176'OF A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE
 OO0176'GROUND.  SE1/4 SECTION 27, T 106N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0138 ***********************************************************************
 PP0138  DESIGNATION -  5507 B
 PP0138  PID         -  PP0138
 PP0138  STATE/COUNTY-  MN/OLMSTED
 PP0138  USGS QUAD   -  ROCHESTER (1993)
 PP0138
 PP0138                         *CURRENT SURVEY CONTROL
 PP0138  ___________________________________________________________________
 PP0138* NAD 83(1986)-  44 00 04.     (N)    092 29 00.     (W)     SCALED    
 PP0138* NAVD 88     -       316.259  (meters)    1037.59   (feet)  ADJUSTED  
 PP0138  ___________________________________________________________________
 PP0138  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 PP0138  DYNAMIC HT  -         316.195 (meters)    1037.38  (feet)  COMP
 PP0138  MODELED GRAV-     980,408.0   (mgal)                       NAVD 88
 PP0138
 PP0138  VERT ORDER  -  SECOND    CLASS 0
 PP0138
 PP0138.The horizontal coordinates were scaled from a topographic map and have
 PP0138.an estimated accuracy of +/- 6 seconds.
 PP0138
 PP0138.The orthometric height was determined by differential leveling
 PP0138.and adjusted by the National Geodetic Survey in June 1991..
 PP0138
 PP0138.The geoid height was determined by GEOID03.
 PP0138
 PP0138.The dynamic height is computed by dividing the NAVD 88
 PP0138.geopotential number by the normal gravity value computed on the
 PP0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0138.degrees latitude (g = 980.6199 gals.).
 PP0138
 PP0138.The modeled gravity was interpolated from observed gravity values.
 PP0138
 PP0138;                    North         East    Units  Estimated Accuracy
 PP0138;SPC MN S     -   212,360.      921,630.      MT  (+/- 180 meters Scaled)
 PP0138
 PP0138                          SUPERSEDED SURVEY CONTROL
 PP0138
 PP0138  NGVD 29 (??/??/92)  316.234  (m)         1037.51   (f) ADJ UNCH    2 0
 PP0138
 PP0138.Superseded values are not recommended for survey control.
 PP0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0138.See file dsdata.txt to determine how the superseded data were derived.
 PP0138
 PP0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ414721(NAD 83)
 PP0138_MARKER: DD = SURVEY DISK
 PP0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0138_SP_SET: BRIDGE
 PP0138_STAMPING: 5507-B 1970
 PP0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0138
 PP0138  HISTORY     - Date     Condition        Report By
 PP0138  HISTORY     - 1970     MONUMENTED       MNDT
 PP0138
 PP0138                          STATION DESCRIPTION
 PP0138
 PP0138'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0138'1.5 MI SW FROM ROCHESTER.
 PP0138'MARK IS LOCATED ABOUT 0.5 MILES SOUTH OF T.H. 14, IN THE SOUTHEAST
 PP0138'CORNER OF BRIDGE NO. 55018 COUNTY ROAD 8 (16TH STREET SOUTHWEST) OVER
 PP0138'T.H. 52.  NE1/4 SECTION 10, T 106N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1560 ***********************************************************************
 OO1560  DESIGNATION -  5507 BA
 OO1560  PID         -  OO1560
 OO1560  STATE/COUNTY-  MN/OLMSTED
 OO1560  USGS QUAD   -  MARION (1974)
 OO1560
 OO1560                         *CURRENT SURVEY CONTROL
 OO1560  ___________________________________________________________________
 OO1560* NAD 83(1986)-  43 56 52.     (N)    092 21 11.     (W)     SCALED    
 OO1560* NAVD 88     -       339.554  (meters)    1114.02   (feet)  ADJUSTED  
 OO1560  ___________________________________________________________________
 OO1560  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO1560  DYNAMIC HT  -         339.489 (meters)    1113.81  (feet)  COMP
 OO1560  MODELED GRAV-     980,417.0   (mgal)                       NAVD 88
 OO1560
 OO1560  VERT ORDER  -  SECOND    CLASS II
 OO1560
 OO1560.The horizontal coordinates were scaled from a topographic map and have
 OO1560.an estimated accuracy of +/- 6 seconds.
 OO1560
 OO1560.The orthometric height was determined by differential leveling
 OO1560.and adjusted by the National Geodetic Survey in June 1991..
 OO1560
 OO1560.The geoid height was determined by GEOID03.
 OO1560
 OO1560.The dynamic height is computed by dividing the NAVD 88
 OO1560.geopotential number by the normal gravity value computed on the
 OO1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1560.degrees latitude (g = 980.6199 gals.).
 OO1560
 OO1560.The modeled gravity was interpolated from observed gravity values.
 OO1560
 OO1560;                    North         East    Units  Estimated Accuracy
 OO1560;SPC MN S     -   206,640.      932,200.      MT  (+/- 180 meters Scaled)
 OO1560
 OO1560                          SUPERSEDED SURVEY CONTROL
 OO1560
 OO1560.No superseded survey control is available for this station.
 OO1560
 OO1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ519662(NAD 83)
 OO1560_MARKER: DB = BENCH MARK DISK
 OO1560_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1560_SP_SET: HEADWALL OF CULVERT
 OO1560_STAMPING: 5507 BA 1979
 OO1560_MARK LOGO: MNDT  
 OO1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1560+STABILITY: SURFACE MOTION
 OO1560
 OO1560  HISTORY     - Date     Condition        Report By
 OO1560  HISTORY     - 1979     MONUMENTED       MNDT
 OO1560
 OO1560                          STATION DESCRIPTION
 OO1560
 OO1560'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1560'0.35 MI NW FROM MARION.
 OO1560'THE MARK IS LOCATED 0.35 MILE NORTHWEST ALONG TRUNK HIGHWAY 52 FROM
 OO1560'ITS JUNCTION WITH MAIN STREET IN MARION AND IS NEAR TRUNK HIGHWAY 52
 OO1560'MILE POINT 46.2 IN THE NW 1/4 OF SECTION 35, T106N, R13W.  THE MARK
 OO1560'IS 46.8 FEET SOUTHWEST OF AND 2 FEET LOWER THAN THE CENTERLINE OF
 OO1560'TRUNK HIGHWAY 52 IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL
 OO1560'AROUND A 96 INCH CONCRETE PIPE CULVERT AT BADGER RUN CREEK.  THE
 OO1560'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---5507 BA
 OO1560'1979---, IS CEMENTED IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1559 ***********************************************************************
 OO1559  DESIGNATION -  5507 BB
 OO1559  PID         -  OO1559
 OO1559  STATE/COUNTY-  MN/OLMSTED
 OO1559  USGS QUAD   -  MARION (1974)
 OO1559
 OO1559                         *CURRENT SURVEY CONTROL
 OO1559  ___________________________________________________________________
 OO1559* NAD 83(1986)-  43 56 31.     (N)    092 21 00.     (W)     SCALED    
 OO1559* NAVD 88     -       344.981  (meters)    1131.83   (feet)  ADJUSTED  
 OO1559  ___________________________________________________________________
 OO1559  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 OO1559  DYNAMIC HT  -         344.915 (meters)    1131.61  (feet)  COMP
 OO1559  MODELED GRAV-     980,416.7   (mgal)                       NAVD 88
 OO1559
 OO1559  VERT ORDER  -  SECOND    CLASS II
 OO1559
 OO1559.The horizontal coordinates were scaled from a topographic map and have
 OO1559.an estimated accuracy of +/- 6 seconds.
 OO1559
 OO1559.The orthometric height was determined by differential leveling
 OO1559.and adjusted by the National Geodetic Survey in June 1991..
 OO1559
 OO1559.The geoid height was determined by GEOID03.
 OO1559
 OO1559.The dynamic height is computed by dividing the NAVD 88
 OO1559.geopotential number by the normal gravity value computed on the
 OO1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1559.degrees latitude (g = 980.6199 gals.).
 OO1559
 OO1559.The modeled gravity was interpolated from observed gravity values.
 OO1559
 OO1559;                    North         East    Units  Estimated Accuracy
 OO1559;SPC MN S     -   206,000.      932,460.      MT  (+/- 180 meters Scaled)
 OO1559
 OO1559                          SUPERSEDED SURVEY CONTROL
 OO1559
 OO1559.No superseded survey control is available for this station.
 OO1559
 OO1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ521656(NAD 83)
 OO1559_MARKER: DB = BENCH MARK DISK
 OO1559_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1559_SP_SET: HEADWALL OF BOX CULVERT
 OO1559_STAMPING: 5507 BB 1979
 OO1559_MARK LOGO: MNDT  
 OO1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1559+STABILITY: SURFACE MOTION
 OO1559
 OO1559  HISTORY     - Date     Condition        Report By
 OO1559  HISTORY     - 1979     MONUMENTED       MNDT
 OO1559
 OO1559                          STATION DESCRIPTION
 OO1559
 OO1559'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1559'IN MARION.
 OO1559'THE MARK IS LOCATED 0.1 MILE SOUTH ALONG TRUNK HIGHWAY 52 FROM ITS
 OO1559'JUNCTION WITH MAIN STREET IN MARION AND IS NEAR TRUNK HIGHWAY 52 MILE
 OO1559'POINT 44.75 IN THE SW 1/4 OF SECTION 35, T106N, R13W.  THE MARK IS 21
 OO1559'FEET EAST OF AND 1 FOOT LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 52
 OO1559'IN THE HEADWALL IN THE SOUTHEAST CORNER OF A 10 FOOT SQUARE BOX
 OO1559'CULVERT AT BADGER RUN CREEK.  THE MARK, A STANDARD MNHD VERTICAL
 OO1559'CONTROL MARK DISK STAMPED---5507 BB 1979---, IS CEMENTED IN A DRILL
 OO1559'HOLE IN THE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1558 ***********************************************************************
 OO1558  DESIGNATION -  5507 BC
 OO1558  PID         -  OO1558
 OO1558  STATE/COUNTY-  MN/OLMSTED
 OO1558  USGS QUAD   -  MARION (1974)
 OO1558
 OO1558                         *CURRENT SURVEY CONTROL
 OO1558  ___________________________________________________________________
 OO1558* NAD 83(1986)-  43 56 11.     (N)    092 20 20.     (W)     SCALED    
 OO1558* NAVD 88     -       371.593  (meters)    1219.13   (feet)  ADJUSTED  
 OO1558  ___________________________________________________________________
 OO1558  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO1558  DYNAMIC HT  -         371.522 (meters)    1218.90  (feet)  COMP
 OO1558  MODELED GRAV-     980,417.3   (mgal)                       NAVD 88
 OO1558
 OO1558  VERT ORDER  -  SECOND    CLASS II
 OO1558
 OO1558.The horizontal coordinates were scaled from a topographic map and have
 OO1558.an estimated accuracy of +/- 6 seconds.
 OO1558
 OO1558.The orthometric height was determined by differential leveling
 OO1558.and adjusted by the National Geodetic Survey in June 1991..
 OO1558
 OO1558.The geoid height was determined by GEOID03.
 OO1558
 OO1558.The dynamic height is computed by dividing the NAVD 88
 OO1558.geopotential number by the normal gravity value computed on the
 OO1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1558.degrees latitude (g = 980.6199 gals.).
 OO1558
 OO1558.The modeled gravity was interpolated from observed gravity values.
 OO1558
 OO1558;                    North         East    Units  Estimated Accuracy
 OO1558;SPC MN S     -   205,400.      933,360.      MT  (+/- 180 meters Scaled)
 OO1558
 OO1558                          SUPERSEDED SURVEY CONTROL
 OO1558
 OO1558.No superseded survey control is available for this station.
 OO1558
 OO1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ530650(NAD 83)
 OO1558_MARKER: DB = BENCH MARK DISK
 OO1558_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1558_SP_SET: COPPER-CLAD STEEL ROD
 OO1558_STAMPING: 5507 BC 1979
 OO1558_MARK LOGO: MNDT  
 OO1558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1558
 OO1558  HISTORY     - Date     Condition        Report By
 OO1558  HISTORY     - 1979     MONUMENTED       MNDT
 OO1558
 OO1558                          STATION DESCRIPTION
 OO1558
 OO1558'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1558'0.75 MI SE FROM MARION.
 OO1558'THE MARK IS LOCATED 0.85 MILE SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM
 OO1558'ITS JUNCTION WITH MAIN STREET IN MARION AND IS NEAR TRUNK HIGHWAY 52
 OO1558'MILE POINT 44.95 IN THE SE 1/4 OF SECTION 35, T106N, R13W.  THE MARK
 OO1558'IS 208.5 FEET NORTH OF AND 2 FEET HIGHER THAN THE CENTERLINE OF TRUNK
 OO1558'HIGHWAY 52, 55 FEET WEST OF THE CENTER OF A TOWNSHIP ROAD, 32.8 FEET
 OO1558'WEST-NORTHWEST OF THE NORTHWEST CORNER OF MN/DOT METAL STORAGE
 OO1558'BUILDING NUMBER 91231 AND 0.8 FOOT SOUTH OF A STEEL WITNESS POST.
 OO1558'THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED ---5507
 OO1558'BC 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24
 OO1558'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND
 OO1558'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1556 ***********************************************************************
 OO1556  DESIGNATION -  5507 BE
 OO1556  PID         -  OO1556
 OO1556  STATE/COUNTY-  MN/OLMSTED
 OO1556  USGS QUAD   -  MARION (1974)
 OO1556
 OO1556                         *CURRENT SURVEY CONTROL
 OO1556  ___________________________________________________________________
 OO1556* NAD 83(1986)-  43 56 04.     (N)    092 18 54.     (W)     SCALED    
 OO1556* NAVD 88     -       377.620  (meters)    1238.91   (feet)  ADJUSTED  
 OO1556  ___________________________________________________________________
 OO1556  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO1556  DYNAMIC HT  -         377.549 (meters)    1238.68  (feet)  COMP
 OO1556  MODELED GRAV-     980,419.1   (mgal)                       NAVD 88
 OO1556
 OO1556  VERT ORDER  -  SECOND    CLASS II
 OO1556
 OO1556.The horizontal coordinates were scaled from a topographic map and have
 OO1556.an estimated accuracy of +/- 6 seconds.
 OO1556
 OO1556.The orthometric height was determined by differential leveling
 OO1556.and adjusted by the National Geodetic Survey in June 1991..
 OO1556
 OO1556.The geoid height was determined by GEOID03.
 OO1556
 OO1556.The dynamic height is computed by dividing the NAVD 88
 OO1556.geopotential number by the normal gravity value computed on the
 OO1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1556.degrees latitude (g = 980.6199 gals.).
 OO1556
 OO1556.The modeled gravity was interpolated from observed gravity values.
 OO1556
 OO1556;                    North         East    Units  Estimated Accuracy
 OO1556;SPC MN S     -   205,220.      935,280.      MT  (+/- 180 meters Scaled)
 OO1556
 OO1556                          SUPERSEDED SURVEY CONTROL
 OO1556
 OO1556.No superseded survey control is available for this station.
 OO1556
 OO1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ549648(NAD 83)
 OO1556_MARKER: DB = BENCH MARK DISK
 OO1556_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1556_SP_SET: HEADWALL OF BOX CULVERT
 OO1556_STAMPING: 5507 BE 1979
 OO1556_MARK LOGO: MNDT  
 OO1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1556+STABILITY: SURFACE MOTION
 OO1556
 OO1556  HISTORY     - Date     Condition        Report By
 OO1556  HISTORY     - 1979     MONUMENTED       MNDT
 OO1556
 OO1556                          STATION DESCRIPTION
 OO1556
 OO1556'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1556'1.9 MI SE FROM MARION.
 OO1556'THE MARK IS LOCATED 2 MILES SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM ITS
 OO1556'JUNCTION WITH MAIN STREET IN MARION AND IS NEAR TRUNK HIGHWAY 52 MILE
 OO1556'POINT 43.8 IN THE NW 1/4 OF SECTION 6, T105N, R12W.  THE MARK IS 21
 OO1556'FEET SOUTH OF AND 1 FOOT LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY
 OO1556'52 IN THE HEADWALL IN THE SOUTHEAST CORNER OF A 6 FOOT WIDE BY 7 FOOT
 OO1556'DEEP BOX CULVERT.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK
 OO1556'DISK STAMPED---5507 BE 1979---, IS CEMENTED IN A DRILL HOLE IN THE
 OO1556'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1555 ***********************************************************************
 OO1555  DESIGNATION -  5507 BF
 OO1555  PID         -  OO1555
 OO1555  STATE/COUNTY-  MN/OLMSTED
 OO1555  USGS QUAD   -  MARION (1974)
 OO1555
 OO1555                         *CURRENT SURVEY CONTROL
 OO1555  ___________________________________________________________________
 OO1555* NAD 83(1986)-  43 56 03.     (N)    092 18 18.     (W)     SCALED    
 OO1555* NAVD 88     -       380.698  (meters)    1249.01   (feet)  ADJUSTED  
 OO1555  ___________________________________________________________________
 OO1555  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 OO1555  DYNAMIC HT  -         380.627 (meters)    1248.77  (feet)  COMP
 OO1555  MODELED GRAV-     980,419.6   (mgal)                       NAVD 88
 OO1555
 OO1555  VERT ORDER  -  SECOND    CLASS II
 OO1555
 OO1555.The horizontal coordinates were scaled from a topographic map and have
 OO1555.an estimated accuracy of +/- 6 seconds.
 OO1555
 OO1555.The orthometric height was determined by differential leveling
 OO1555.and adjusted by the National Geodetic Survey in June 1991..
 OO1555
 OO1555.The geoid height was determined by GEOID03.
 OO1555
 OO1555.The dynamic height is computed by dividing the NAVD 88
 OO1555.geopotential number by the normal gravity value computed on the
 OO1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1555.degrees latitude (g = 980.6199 gals.).
 OO1555
 OO1555.The modeled gravity was interpolated from observed gravity values.
 OO1555
 OO1555;                    North         East    Units  Estimated Accuracy
 OO1555;SPC MN S     -   205,210.      936,090.      MT  (+/- 180 meters Scaled)
 OO1555
 OO1555                          SUPERSEDED SURVEY CONTROL
 OO1555
 OO1555.No superseded survey control is available for this station.
 OO1555
 OO1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ557647(NAD 83)
 OO1555_MARKER: DB = BENCH MARK DISK
 OO1555_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1555_SP_SET: HEADWALL OF BOX CULVERT
 OO1555_STAMPING: 5507 BF 1979
 OO1555_MARK LOGO: MNDT  
 OO1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1555+STABILITY: SURFACE MOTION
 OO1555
 OO1555  HISTORY     - Date     Condition        Report By
 OO1555  HISTORY     - 1979     MONUMENTED       MNDT
 OO1555
 OO1555                          STATION DESCRIPTION
 OO1555
 OO1555'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1555'2.4 MI SE FROM MARION.
 OO1555'THE MARK IS LOCATED 2.5 MILES SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM
 OO1555'ITS JUNCTION WITH MAIN STREET IN MARION AND IS NEAR TRUNK HIGHWAY 52
 OO1555'MILE POINT 43.25 IN THE NW 1/4 OF SECTION 6, T105N, R12W.  THE MARK
 OO1555'IS 22.5 FEET SOUTH OF AND 1 FOOT LOWER THAN THE CENTERLINE OF TRUNK
 OO1555'HIGHWAY 52 IN THE HEADWALL IN THE SOUTHEAST CORNER OF A 6 FOOT WIDE
 OO1555'BY 5 FOOT DEEP BOX CULVERT.  THE MARK, A STANDARD MNHD VERTICAL
 OO1555'CONTROL MARK DISK STAMPED---5507 BF 1979---, IS CEMENTED IN A DRILL
 OO1555'HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1554 ***********************************************************************
 OO1554  DESIGNATION -  5507 BG
 OO1554  PID         -  OO1554
 OO1554  STATE/COUNTY-  MN/OLMSTED
 OO1554  USGS QUAD   -  MARION (1974)
 OO1554
 OO1554                         *CURRENT SURVEY CONTROL
 OO1554  ___________________________________________________________________
 OO1554* NAD 83(1986)-  43 55 51.     (N)    092 17 36.     (W)     SCALED    
 OO1554* NAVD 88     -       390.813  (meters)    1282.19   (feet)  ADJUSTED  
 OO1554  ___________________________________________________________________
 OO1554  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 OO1554  DYNAMIC HT  -         390.739 (meters)    1281.95  (feet)  COMP
 OO1554  MODELED GRAV-     980,419.9   (mgal)                       NAVD 88
 OO1554
 OO1554  VERT ORDER  -  SECOND    CLASS II
 OO1554
 OO1554.The horizontal coordinates were scaled from a topographic map and have
 OO1554.an estimated accuracy of +/- 6 seconds.
 OO1554
 OO1554.The orthometric height was determined by differential leveling
 OO1554.and adjusted by the National Geodetic Survey in June 1991..
 OO1554
 OO1554.The geoid height was determined by GEOID03.
 OO1554
 OO1554.The dynamic height is computed by dividing the NAVD 88
 OO1554.geopotential number by the normal gravity value computed on the
 OO1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1554.degrees latitude (g = 980.6199 gals.).
 OO1554
 OO1554.The modeled gravity was interpolated from observed gravity values.
 OO1554
 OO1554;                    North         East    Units  Estimated Accuracy
 OO1554;SPC MN S     -   204,860.      937,030.      MT  (+/- 180 meters Scaled)
 OO1554
 OO1554                          SUPERSEDED SURVEY CONTROL
 OO1554
 OO1554.No superseded survey control is available for this station.
 OO1554
 OO1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ567644(NAD 83)
 OO1554_MARKER: DB = BENCH MARK DISK
 OO1554_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1554_SP_SET: HEADWALL OF BOX CULVERT
 OO1554_STAMPING: 5507 BG 1979
 OO1554_MARK LOGO: MNDT  
 OO1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1554+STABILITY: SURFACE MOTION
 OO1554
 OO1554  HISTORY     - Date     Condition        Report By
 OO1554  HISTORY     - 1979     MONUMENTED       MNDT
 OO1554
 OO1554                          STATION DESCRIPTION
 OO1554
 OO1554'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1554'3.2 MI SE FROM MARION.
 OO1554'THE MARK IS LOCATED 3.2 MILES SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM
 OO1554'ITS JUNCTION WITH MAIN STREET IN MARION AND IS NEAR TRUNK HIGHWAY 52
 OO1554'MILE POINT 42.55 IN THE NW 1/4 OF SECTION 5, T105N, R12W.  THE MARK
 OO1554'IS 22.8 FEET SOUTHWEST OF AND 1 FOOT LOWER THAN THE CENTERLINE OF
 OO1554'TRUNK HIGHWAY 52 IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A
 OO1554'6 FOOT WIDE BY 8 FOOT DEEP BOX CULVERT.  THE MARK, A STANDARD MNHD
 OO1554'VERTICAL CONTROL MARK DISK STAMPED---5507 BG 1979---, IS CEMENTED IN
 OO1554'A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1553 ***********************************************************************
 OO1553  DESIGNATION -  5507 BH
 OO1553  PID         -  OO1553
 OO1553  STATE/COUNTY-  MN/OLMSTED
 OO1553  USGS QUAD   -  MARION (1974)
 OO1553
 OO1553                         *CURRENT SURVEY CONTROL
 OO1553  ___________________________________________________________________
 OO1553* NAD 83(1986)-  43 55 24.     (N)    092 16 51.     (W)     SCALED    
 OO1553* NAVD 88     -       390.254  (meters)    1280.36   (feet)  ADJUSTED  
 OO1553  ___________________________________________________________________
 OO1553  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 OO1553  DYNAMIC HT  -         390.181 (meters)    1280.12  (feet)  COMP
 OO1553  MODELED GRAV-     980,419.9   (mgal)                       NAVD 88
 OO1553
 OO1553  VERT ORDER  -  SECOND    CLASS II
 OO1553
 OO1553.The horizontal coordinates were scaled from a topographic map and have
 OO1553.an estimated accuracy of +/- 6 seconds.
 OO1553
 OO1553.The orthometric height was determined by differential leveling
 OO1553.and adjusted by the National Geodetic Survey in June 1991..
 OO1553
 OO1553.The geoid height was determined by GEOID03.
 OO1553
 OO1553.The dynamic height is computed by dividing the NAVD 88
 OO1553.geopotential number by the normal gravity value computed on the
 OO1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1553.degrees latitude (g = 980.6199 gals.).
 OO1553
 OO1553.The modeled gravity was interpolated from observed gravity values.
 OO1553
 OO1553;                    North         East    Units  Estimated Accuracy
 OO1553;SPC MN S     -   204,050.      938,050.      MT  (+/- 180 meters Scaled)
 OO1553
 OO1553                          SUPERSEDED SURVEY CONTROL
 OO1553
 OO1553.No superseded survey control is available for this station.
 OO1553
 OO1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ577636(NAD 83)
 OO1553_MARKER: DB = BENCH MARK DISK
 OO1553_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1553_SP_SET: COPPER-CLAD STEEL ROD
 OO1553_STAMPING: 5507 BH 1979
 OO1553_MARK LOGO: MNDT  
 OO1553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1553
 OO1553  HISTORY     - Date     Condition        Report By
 OO1553  HISTORY     - 1979     MONUMENTED       MNDT
 OO1553
 OO1553                          STATION DESCRIPTION
 OO1553
 OO1553'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1553'3.75 MI SE FROM MARION.
 OO1553'THE MARK IS LOCATED 3.9 MILES SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM
 OO1553'ITS JUNCTION WITH MAIN STREET IN MARION AND IS NEAR TRUNK HIGHWAY 52
 OO1553'MILE POINT 41.85 IN THE SE 1/4 OF SECTION 5, T105N, R12W.  THE MARK
 OO1553'IS 89.1 FEET NORTHWEST OF POWER POLE NUMBER 16572, 49.5 FEET
 OO1553'NORTHEAST OF AND 3 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY
 OO1553'52, 4.5 FEET SOUTHEAST OF THE SOUTHEAST WOOD GATE POST AT A FIELD
 OO1553'ENTRANCE AND 1 FOOT SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A
 OO1553'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---5507 BH 1979---,
 OO1553'IS CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 10 FOOT LONG
 OO1553'COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL THAT IS FLUSH WITH THE
 OO1553'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1552 ***********************************************************************
 OO1552  DESIGNATION -  5507 BJ
 OO1552  PID         -  OO1552
 OO1552  STATE/COUNTY-  MN/OLMSTED
 OO1552  USGS QUAD   -  MARION (1974)
 OO1552
 OO1552                         *CURRENT SURVEY CONTROL
 OO1552  ___________________________________________________________________
 OO1552* NAD 83(1986)-  43 54 50.     (N)    092 16 09.     (W)     SCALED    
 OO1552* NAVD 88     -       384.689  (meters)    1262.10   (feet)  ADJUSTED  
 OO1552  ___________________________________________________________________
 OO1552  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 OO1552  DYNAMIC HT  -         384.617 (meters)    1261.86  (feet)  COMP
 OO1552  MODELED GRAV-     980,419.9   (mgal)                       NAVD 88
 OO1552
 OO1552  VERT ORDER  -  SECOND    CLASS II
 OO1552
 OO1552.The horizontal coordinates were scaled from a topographic map and have
 OO1552.an estimated accuracy of +/- 6 seconds.
 OO1552
 OO1552.The orthometric height was determined by differential leveling
 OO1552.and adjusted by the National Geodetic Survey in June 1991..
 OO1552
 OO1552.The geoid height was determined by GEOID03.
 OO1552
 OO1552.The dynamic height is computed by dividing the NAVD 88
 OO1552.geopotential number by the normal gravity value computed on the
 OO1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1552.degrees latitude (g = 980.6199 gals.).
 OO1552
 OO1552.The modeled gravity was interpolated from observed gravity values.
 OO1552
 OO1552;                    North         East    Units  Estimated Accuracy
 OO1552;SPC MN S     -   203,020.      939,010.      MT  (+/- 180 meters Scaled)
 OO1552
 OO1552                          SUPERSEDED SURVEY CONTROL
 OO1552
 OO1552.No superseded survey control is available for this station.
 OO1552
 OO1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ586625(NAD 83)
 OO1552_MARKER: DB = BENCH MARK DISK
 OO1552_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1552_SP_SET: HEADWALL OF BOX CULVERT
 OO1552_STAMPING: 5507 BJ 1979
 OO1552_MARK LOGO: MNDT  
 OO1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1552+STABILITY: SURFACE MOTION
 OO1552
 OO1552  HISTORY     - Date     Condition        Report By
 OO1552  HISTORY     - 1979     MONUMENTED       MNDT
 OO1552
 OO1552                          STATION DESCRIPTION
 OO1552
 OO1552'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1552'4.5 MI SE FROM MARION.
 OO1552'THE MARK IS LOCATED 4.85 MILES SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM
 OO1552'ITS JUNCTION WITH MAIN STREET IN MARION AND IS NEAR TRUNK HIGHWAY 52
 OO1552'MILE POINT 40.9 IN THE NW 1/4 OF SECTION 9, T105N, R12W.  THE MARK IS
 OO1552'22.5 FEET SOUTHWEST OF AND 1 FOOT LOWER THAN THE CENTERLINE OF TRUNK
 OO1552'HIGHWAY 52 IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 6 FOOT
 OO1552'WIDE BY 8 FOOT DEEP BOX CULVERT.  THE MARK, A MNHD STANDARD VERTICAL
 OO1552'CONTROL MARK DISK STAMPED---5507 BJ 1979---, IS CEMENTED IN A DRILL
 OO1552'HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1551 ***********************************************************************
 OO1551  DESIGNATION -  5507 BK
 OO1551  PID         -  OO1551
 OO1551  STATE/COUNTY-  MN/OLMSTED
 OO1551  USGS QUAD   -  MARION (1974)
 OO1551
 OO1551                         *CURRENT SURVEY CONTROL
 OO1551  ___________________________________________________________________
 OO1551* NAD 83(1986)-  43 54 31.     (N)    092 15 38.     (W)     SCALED    
 OO1551* NAVD 88     -       367.034  (meters)    1204.18   (feet)  ADJUSTED  
 OO1551  ___________________________________________________________________
 OO1551  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 OO1551  DYNAMIC HT  -         366.965 (meters)    1203.95  (feet)  COMP
 OO1551  MODELED GRAV-     980,420.3   (mgal)                       NAVD 88
 OO1551
 OO1551  VERT ORDER  -  SECOND    CLASS II
 OO1551
 OO1551.The horizontal coordinates were scaled from a topographic map and have
 OO1551.an estimated accuracy of +/- 6 seconds.
 OO1551
 OO1551.The orthometric height was determined by differential leveling
 OO1551.and adjusted by the National Geodetic Survey in June 1991..
 OO1551
 OO1551.The geoid height was determined by GEOID03.
 OO1551
 OO1551.The dynamic height is computed by dividing the NAVD 88
 OO1551.geopotential number by the normal gravity value computed on the
 OO1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1551.degrees latitude (g = 980.6199 gals.).
 OO1551
 OO1551.The modeled gravity was interpolated from observed gravity values.
 OO1551
 OO1551;                    North         East    Units  Estimated Accuracy
 OO1551;SPC MN S     -   202,450.      939,710.      MT  (+/- 180 meters Scaled)
 OO1551
 OO1551                          SUPERSEDED SURVEY CONTROL
 OO1551
 OO1551.No superseded survey control is available for this station.
 OO1551
 OO1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ593619(NAD 83)
 OO1551_MARKER: DB = BENCH MARK DISK
 OO1551_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1551_SP_SET: HEADWALL OF BOX CULVERT
 OO1551_STAMPING: 5507 BK 1979
 OO1551_MARK LOGO: MNDT  
 OO1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1551+STABILITY: SURFACE MOTION
 OO1551
 OO1551  HISTORY     - Date     Condition        Report By
 OO1551  HISTORY     - 1979     MONUMENTED       MNDT
 OO1551
 OO1551                          STATION DESCRIPTION
 OO1551
 OO1551'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1551'5.1 MI SE FROM MARION.
 OO1551'THE MARK IS LOCATED 5.45 MILES SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM
 OO1551'ITS JUNCTION WITH MAIN STREET IN MARION AND IS NEAR TRUNK HIGHWAY 52
 OO1551'MILE POINT 40.5 IN THE SE 1/4 OF SECTION 9, T105N, R12W.  THE MARK IS
 OO1551'35.3 FEET NORTHEAST OF AND 8 FEET LOWER THAN THE CENTERLINE OF TRUNK
 OO1551'HIGHWAY 52 IN SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 6 FOOT
 OO1551'WIDE BY 8 FOOT DEEP BOX CULVERT AT A DEEP RAVINE.  THE MARK, A
 OO1551'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---5507 BK 1979---,
 OO1551'IS CEMENTED IN A DRILL HOLE IN THE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1550 ***********************************************************************
 OO1550  DESIGNATION -  5507 BL
 OO1550  PID         -  OO1550
 OO1550  STATE/COUNTY-  MN/OLMSTED
 OO1550  USGS QUAD   -  EYOTA (1974)
 OO1550
 OO1550                         *CURRENT SURVEY CONTROL
 OO1550  ___________________________________________________________________
 OO1550* NAD 83(1986)-  43 54 06.     (N)    092 14 55.     (W)     SCALED    
 OO1550* NAVD 88     -       342.202  (meters)    1122.71   (feet)  ADJUSTED  
 OO1550  ___________________________________________________________________
 OO1550  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO1550  DYNAMIC HT  -         342.137 (meters)    1122.49  (feet)  COMP
 OO1550  MODELED GRAV-     980,421.3   (mgal)                       NAVD 88
 OO1550
 OO1550  VERT ORDER  -  SECOND    CLASS II
 OO1550
 OO1550.The horizontal coordinates were scaled from a topographic map and have
 OO1550.an estimated accuracy of +/- 6 seconds.
 OO1550
 OO1550.The orthometric height was determined by differential leveling
 OO1550.and adjusted by the National Geodetic Survey in June 1991..
 OO1550
 OO1550.The geoid height was determined by GEOID03.
 OO1550
 OO1550.The dynamic height is computed by dividing the NAVD 88
 OO1550.geopotential number by the normal gravity value computed on the
 OO1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1550.degrees latitude (g = 980.6199 gals.).
 OO1550
 OO1550.The modeled gravity was interpolated from observed gravity values.
 OO1550
 OO1550;                    North         East    Units  Estimated Accuracy
 OO1550;SPC MN S     -   201,690.      940,690.      MT  (+/- 180 meters Scaled)
 OO1550
 OO1550                          SUPERSEDED SURVEY CONTROL
 OO1550
 OO1550.No superseded survey control is available for this station.
 OO1550
 OO1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ603612(NAD 83)
 OO1550_MARKER: DB = BENCH MARK DISK
 OO1550_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1550_SP_SET: HEADWALL OF BOX CULVERT
 OO1550_STAMPING: 5507 BL 1979
 OO1550_MARK LOGO: MNDT  
 OO1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1550+STABILITY: SURFACE MOTION
 OO1550
 OO1550  HISTORY     - Date     Condition        Report By
 OO1550  HISTORY     - 1979     MONUMENTED       MNDT
 OO1550
 OO1550                          STATION DESCRIPTION
 OO1550
 OO1550'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1550'4.5 MI NNW FROM CHATFIELD.
 OO1550'THE MARK IS LOCATED 4.6 MILES NORTH ALONG TRUNK HIGHWAY 52 FROM ITS
 OO1550'NORTH JUNCTION WITH TRUNK HIGHWAY 30 IN CHATFIELD AND IS NEAR TRUNK
 OO1550'HIGHWAY 52 MILE POINT 39.5 IN THE NE 1/4 OF SECTION 15, T105N, R12W.
 OO1550'THE MARK IS 22 FEET SOUTHWEST OF AND 2 FEET LOWER THAN THE CENTERLINE
 OO1550'OF TRUNK HIGHWAY 52 IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF
 OO1550'A 5 FOOT WIDE BY 4 FOOT DEEP BOX CULVERT AT A SMALL CREEK.  THE MARK,
 OO1550'A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---5507 BL 1979---,
 OO1550'IS CEMENTED IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1548 ***********************************************************************
 OO1548  DESIGNATION -  5507 BM
 OO1548  PID         -  OO1548
 OO1548  STATE/COUNTY-  MN/OLMSTED
 OO1548  USGS QUAD   -  EYOTA (1974)
 OO1548
 OO1548                         *CURRENT SURVEY CONTROL
 OO1548  ___________________________________________________________________
 OO1548* NAD 83(1986)-  43 53 57.     (N)    092 14 15.     (W)     SCALED    
 OO1548* NAVD 88     -       326.036  (meters)    1069.67   (feet)  ADJUSTED  
 OO1548  ___________________________________________________________________
 OO1548  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 OO1548  DYNAMIC HT  -         325.975 (meters)    1069.47  (feet)  COMP
 OO1548  MODELED GRAV-     980,422.5   (mgal)                       NAVD 88
 OO1548
 OO1548  VERT ORDER  -  SECOND    CLASS II
 OO1548
 OO1548.The horizontal coordinates were scaled from a topographic map and have
 OO1548.an estimated accuracy of +/- 6 seconds.
 OO1548
 OO1548.The orthometric height was determined by differential leveling
 OO1548.and adjusted by the National Geodetic Survey in June 1991..
 OO1548
 OO1548.The geoid height was determined by GEOID03.
 OO1548
 OO1548.The dynamic height is computed by dividing the NAVD 88
 OO1548.geopotential number by the normal gravity value computed on the
 OO1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1548.degrees latitude (g = 980.6199 gals.).
 OO1548
 OO1548.The modeled gravity was interpolated from observed gravity values.
 OO1548
 OO1548;                    North         East    Units  Estimated Accuracy
 OO1548;SPC MN S     -   201,440.      941,590.      MT  (+/- 180 meters Scaled)
 OO1548
 OO1548                          SUPERSEDED SURVEY CONTROL
 OO1548
 OO1548.No superseded survey control is available for this station.
 OO1548
 OO1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ612609(NAD 83)
 OO1548_MARKER: DB = BENCH MARK DISK
 OO1548_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1548_SP_SET: HEADWALL OF BOX CULVERT
 OO1548_STAMPING: 5507 BM 1979
 OO1548_MARK LOGO: MNDT  
 OO1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1548+STABILITY: SURFACE MOTION
 OO1548
 OO1548  HISTORY     - Date     Condition        Report By
 OO1548  HISTORY     - 1979     MONUMENTED       MNDT
 OO1548
 OO1548                          STATION DESCRIPTION
 OO1548
 OO1548'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1548'4.1 MI NNW FROM CHATFIELD.
 OO1548'THE MARK IS LOCATED 4.1 MILES NORTH ALONG TRUNK HIGHWAY 52 FROM ITS
 OO1548'NORTH JUNCTION WITH TRUNK HIGHWAY 30 IN CHATFIELD AND IS NEAR TRUNK
 OO1548'HIGHWAY 52 MILE POINT 38.75 IN THE NW 1/4 OF SECTION 14, T105N, R12W
 OO1548'AT THE JUNCTION OF COUNTY ROAD 7.  THE MARK IS 25.3 FEET WEST OF AND
 OO1548'ABOUT LEVEL WITH THE CENTERLINE OF COUNTY ROAD 7 IN THE HEADWALL IN
 OO1548'THE SOUTHWEST CORNER OF A TWIN BOX CULVERT UNDER COUNTY ROAD 7 AT A
 OO1548'SMALL CREEK.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1548'STAMPED---5507 BM 1979---, IS CEMENTED IN A DRILL HOLE IN THE
 OO1548'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1547 ***********************************************************************
 OO1547  DESIGNATION -  5507 BN
 OO1547  PID         -  OO1547
 OO1547  STATE/COUNTY-  MN/OLMSTED
 OO1547  USGS QUAD   -  EYOTA (1974)
 OO1547
 OO1547                         *CURRENT SURVEY CONTROL
 OO1547  ___________________________________________________________________
 OO1547* NAD 83(1986)-  43 53 38.     (N)    092 13 49.     (W)     SCALED    
 OO1547* NAVD 88     -       318.295  (meters)    1044.27   (feet)  ADJUSTED  
 OO1547  ___________________________________________________________________
 OO1547  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 OO1547  DYNAMIC HT  -         318.235 (meters)    1044.08  (feet)  COMP
 OO1547  MODELED GRAV-     980,423.7   (mgal)                       NAVD 88
 OO1547
 OO1547  VERT ORDER  -  SECOND    CLASS II
 OO1547
 OO1547.The horizontal coordinates were scaled from a topographic map and have
 OO1547.an estimated accuracy of +/- 6 seconds.
 OO1547
 OO1547.The orthometric height was determined by differential leveling
 OO1547.and adjusted by the National Geodetic Survey in June 1991..
 OO1547
 OO1547.The geoid height was determined by GEOID03.
 OO1547
 OO1547.The dynamic height is computed by dividing the NAVD 88
 OO1547.geopotential number by the normal gravity value computed on the
 OO1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1547.degrees latitude (g = 980.6199 gals.).
 OO1547
 OO1547.The modeled gravity was interpolated from observed gravity values.
 OO1547
 OO1547;                    North         East    Units  Estimated Accuracy
 OO1547;SPC MN S     -   200,860.      942,180.      MT  (+/- 180 meters Scaled)
 OO1547
 OO1547                          SUPERSEDED SURVEY CONTROL
 OO1547
 OO1547.No superseded survey control is available for this station.
 OO1547
 OO1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ618603(NAD 83)
 OO1547_MARKER: DB = BENCH MARK DISK
 OO1547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1547_SP_SET: HEADWALL OF BOX CULVERT
 OO1547_STAMPING: 5507 BN 1979
 OO1547_MARK LOGO: MNDT  
 OO1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1547+STABILITY: SURFACE MOTION
 OO1547
 OO1547  HISTORY     - Date     Condition        Report By
 OO1547  HISTORY     - 1979     MONUMENTED       MNDT
 OO1547
 OO1547                          STATION DESCRIPTION
 OO1547
 OO1547'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1547'3.6 MI NNW FROM CHATFIELD.
 OO1547'THE MARK IS LOCATED 3.65 MILES NORTH ALONG TRUNK 52 FROM ITS NORTH
 OO1547'JUNCTION WITH TRUNK HIGHWAY 30 IN CHATFIELD AND IS NEAR TRUNK HIGHWAY
 OO1547'52 MILE POINT 38.5 IN THE SW 1/4 OF SECTION 14, T105N, R12W.  THE
 OO1547'MARK IS 24.5 FEET SOUTHWEST OF AND 2 FEET LOWER THAN THE CENTERLINE
 OO1547'OF TRUNK HIGHWAY 52 IN SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 6
 OO1547'FOOT WIDE BY 8 FOOT DEEP BOX CULVERT AT A SMALL CREEK.  THE MARK, A
 OO1547'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---5507 BN 1979---,
 OO1547'IS CEMENTED IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1546 ***********************************************************************
 OO1546  DESIGNATION -  5507 BP
 OO1546  PID         -  OO1546
 OO1546  STATE/COUNTY-  MN/OLMSTED
 OO1546  USGS QUAD   -  EYOTA (1974)
 OO1546
 OO1546                         *CURRENT SURVEY CONTROL
 OO1546  ___________________________________________________________________
 OO1546* NAD 83(1986)-  43 53 09.     (N)    092 13 34.     (W)     SCALED    
 OO1546* NAVD 88     -       313.202  (meters)    1027.56   (feet)  ADJUSTED  
 OO1546  ___________________________________________________________________
 OO1546  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO1546  DYNAMIC HT  -         313.144 (meters)    1027.37  (feet)  COMP
 OO1546  MODELED GRAV-     980,424.8   (mgal)                       NAVD 88
 OO1546
 OO1546  VERT ORDER  -  SECOND    CLASS II
 OO1546
 OO1546.The horizontal coordinates were scaled from a topographic map and have
 OO1546.an estimated accuracy of +/- 6 seconds.
 OO1546
 OO1546.The orthometric height was determined by differential leveling
 OO1546.and adjusted by the National Geodetic Survey in June 1991..
 OO1546
 OO1546.The geoid height was determined by GEOID03.
 OO1546
 OO1546.The dynamic height is computed by dividing the NAVD 88
 OO1546.geopotential number by the normal gravity value computed on the
 OO1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1546.degrees latitude (g = 980.6199 gals.).
 OO1546
 OO1546.The modeled gravity was interpolated from observed gravity values.
 OO1546
 OO1546;                    North         East    Units  Estimated Accuracy
 OO1546;SPC MN S     -   199,970.      942,540.      MT  (+/- 180 meters Scaled)
 OO1546
 OO1546                          SUPERSEDED SURVEY CONTROL
 OO1546
 OO1546.No superseded survey control is available for this station.
 OO1546
 OO1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ621594(NAD 83)
 OO1546_MARKER: DB = BENCH MARK DISK
 OO1546_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1546_SP_SET: BRIDGE ABUTMENT
 OO1546_STAMPING: 5507 BP
 OO1546_MARK LOGO: MNDT  
 OO1546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1546
 OO1546  HISTORY     - Date     Condition        Report By
 OO1546  HISTORY     - 1979     MONUMENTED       MNDT
 OO1546
 OO1546                          STATION DESCRIPTION
 OO1546
 OO1546'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1546'3 MI NNW FROM CHATFIELD.
 OO1546'THE MARK IS LOCATED 3 MILES NORTH ALONG TRUNK HIGHWAY 52 FROM ITS
 OO1546'NORTH JUNCTION WITH TRUNK HIGHWAY 30 IN CHATFIELD AND IS NEAR TRUNK
 OO1546'HIGHWAY 52 MILE POINT 37.85 IN THE NE 1/4 OF SECTION 23, T105N, R12W.
 OO1546'THE MARK IS 16.6 FEET NORTHEAST OF AND 0.5 FOOT HIGHER THAN THE
 OO1546'CENTERLINE OF TRUNK HIGHWAY 52 IN THE NORTHEAST END OF THE SOUTHEAST
 OO1546'ABUTMENT OF BRIDGE NUMBER 4710 AT MILL CREEK.  THE MARK, A STANDARD
 OO1546'MNHD VERTICAL CONTROL MARK DISK STAMPED---5507 BP 1979---, IS
 OO1546'CEMENTED IN A DRILL HOLE IN THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1545 ***********************************************************************
 OO1545  DESIGNATION -  5507 BQ
 OO1545  PID         -  OO1545
 OO1545  STATE/COUNTY-  MN/OLMSTED
 OO1545  USGS QUAD   -  EYOTA (1974)
 OO1545
 OO1545                         *CURRENT SURVEY CONTROL
 OO1545  ___________________________________________________________________
 OO1545* NAD 83(1986)-  43 52 51.     (N)    092 13 15.     (W)     SCALED    
 OO1545* NAVD 88     -       312.273  (meters)    1024.52   (feet)  ADJUSTED  
 OO1545  ___________________________________________________________________
 OO1545  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 OO1545  DYNAMIC HT  -         312.215 (meters)    1024.33  (feet)  COMP
 OO1545  MODELED GRAV-     980,425.6   (mgal)                       NAVD 88
 OO1545
 OO1545  VERT ORDER  -  SECOND    CLASS II
 OO1545
 OO1545.The horizontal coordinates were scaled from a topographic map and have
 OO1545.an estimated accuracy of +/- 6 seconds.
 OO1545
 OO1545.The orthometric height was determined by differential leveling
 OO1545.and adjusted by the National Geodetic Survey in June 1991..
 OO1545
 OO1545.The geoid height was determined by GEOID03.
 OO1545
 OO1545.The dynamic height is computed by dividing the NAVD 88
 OO1545.geopotential number by the normal gravity value computed on the
 OO1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1545.degrees latitude (g = 980.6199 gals.).
 OO1545
 OO1545.The modeled gravity was interpolated from observed gravity values.
 OO1545
 OO1545;                    North         East    Units  Estimated Accuracy
 OO1545;SPC MN S     -   199,430.      942,970.      MT  (+/- 180 meters Scaled)
 OO1545
 OO1545                          SUPERSEDED SURVEY CONTROL
 OO1545
 OO1545.No superseded survey control is available for this station.
 OO1545
 OO1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ625589(NAD 83)
 OO1545_MARKER: DB = BENCH MARK DISK
 OO1545_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1545_SP_SET: HEADWALL OF BOX CULVERT
 OO1545_STAMPING: 5507 BQ 1979
 OO1545_MARK LOGO: MNDT  
 OO1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1545+STABILITY: SURFACE MOTION
 OO1545
 OO1545  HISTORY     - Date     Condition        Report By
 OO1545  HISTORY     - 1979     MONUMENTED       MNDT
 OO1545
 OO1545                          STATION DESCRIPTION
 OO1545
 OO1545'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1545'2.55 MI NNW FROM CHATFIELD.
 OO1545'THE MARK IS LOCATED 2.55 MILES NORTH ALONG TRUNK HIGHWAY 52 FROM ITS
 OO1545'NORTH JUNCTION WITH TRUNK HIGHWAY 30 IN CHATFIELD AND IS NEAR TRUNK
 OO1545'HIGHWAY 52 MILE POINT 37.4 IN THE SE 1/4 OF SECTION 23, T105N, R12W.
 OO1545'THE MARK IS 23.3 FEET SOUTHWEST OF AND 1 FOOT LOWER THAN THE
 OO1545'CENTERLINE OF TRUNK HIGHWAY 52 IN THE SOUTHEAST END OF THE SOUTHWEST
 OO1545'HEADWALL OF A 12 FOOT WIDE BY 6 FOOT DEEP BOX CULVERT.  THE MARK, A
 OO1545'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---5507 BQ 1979---,
 OO1545'IS CEMENTED IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1544 ***********************************************************************
 OO1544  DESIGNATION -  5507 BR
 OO1544  PID         -  OO1544
 OO1544  STATE/COUNTY-  MN/OLMSTED
 OO1544  USGS QUAD   -  CHATFIELD (1974)
 OO1544
 OO1544                         *CURRENT SURVEY CONTROL
 OO1544  ___________________________________________________________________
 OO1544* NAD 83(1986)-  43 52 28.     (N)    092 12 43.     (W)     SCALED    
 OO1544* NAVD 88     -       309.500  (meters)    1015.42   (feet)  ADJUSTED  
 OO1544  ___________________________________________________________________
 OO1544  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO1544  DYNAMIC HT  -         309.443 (meters)    1015.23  (feet)  COMP
 OO1544  MODELED GRAV-     980,426.3   (mgal)                       NAVD 88
 OO1544
 OO1544  VERT ORDER  -  SECOND    CLASS II
 OO1544
 OO1544.The horizontal coordinates were scaled from a topographic map and have
 OO1544.an estimated accuracy of +/- 6 seconds.
 OO1544
 OO1544.The orthometric height was determined by differential leveling
 OO1544.and adjusted by the National Geodetic Survey in June 1991..
 OO1544
 OO1544.The geoid height was determined by GEOID03.
 OO1544
 OO1544.The dynamic height is computed by dividing the NAVD 88
 OO1544.geopotential number by the normal gravity value computed on the
 OO1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1544.degrees latitude (g = 980.6199 gals.).
 OO1544
 OO1544.The modeled gravity was interpolated from observed gravity values.
 OO1544
 OO1544;                    North         East    Units  Estimated Accuracy
 OO1544;SPC MN S     -   198,730.      943,700.      MT  (+/- 180 meters Scaled)
 OO1544
 OO1544                          SUPERSEDED SURVEY CONTROL
 OO1544
 OO1544.No superseded survey control is available for this station.
 OO1544
 OO1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ633582(NAD 83)
 OO1544_MARKER: DB = BENCH MARK DISK
 OO1544_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1544_SP_SET: BRIDGE ABUTMENT
 OO1544_STAMPING: 5507 BR
 OO1544_MARK LOGO: MNDT  
 OO1544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1544
 OO1544  HISTORY     - Date     Condition        Report By
 OO1544  HISTORY     - 1979     MONUMENTED       MNDT
 OO1544
 OO1544                          STATION DESCRIPTION
 OO1544
 OO1544'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1544'1.9 MI NNW FROM CHATFIELD.
 OO1544'THE MARK IS LOCATED 1.95 MILES NORTH ALONG TRUNK HIGHWAY 52 FROM ITS
 OO1544'NORTH JUNCTION WITH TRUNK HIGHWAY 30 IN CHATFIELD AND IS NEAR TRUNK
 OO1544'HIGHWAY 52 MILE POINT 36.8 IN THE NW 1/4 OF SECTION 25, T105N, R12W.
 OO1544'THE MARK IS 16.3 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE
 OO1544'CENTERLINE OF TRUNK HIGHWAY 52 IN THE NORTHEAST CORNER OF THE
 OO1544'SOUTHEAST ABUTMENT OF BRIDGE NUMBER 4606 AT A SMALL DITCH.  THE MARK,
 OO1544'A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---5507 BR 1979---,
 OO1544'IS CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1543 ***********************************************************************
 OO1543  DESIGNATION -  5507 BS
 OO1543  PID         -  OO1543
 OO1543  STATE/COUNTY-  MN/OLMSTED
 OO1543  USGS QUAD   -  CHATFIELD (1974)
 OO1543
 OO1543                         *CURRENT SURVEY CONTROL
 OO1543  ___________________________________________________________________
 OO1543* NAD 83(1986)-  43 52 16.     (N)    092 12 26.     (W)     SCALED    
 OO1543* NAVD 88     -       311.722  (meters)    1022.71   (feet)  ADJUSTED  
 OO1543  ___________________________________________________________________
 OO1543  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO1543  DYNAMIC HT  -         311.665 (meters)    1022.52  (feet)  COMP
 OO1543  MODELED GRAV-     980,426.4   (mgal)                       NAVD 88
 OO1543
 OO1543  VERT ORDER  -  SECOND    CLASS II
 OO1543
 OO1543.The horizontal coordinates were scaled from a topographic map and have
 OO1543.an estimated accuracy of +/- 6 seconds.
 OO1543
 OO1543.The orthometric height was determined by differential leveling
 OO1543.and adjusted by the National Geodetic Survey in June 1991..
 OO1543
 OO1543.The geoid height was determined by GEOID03.
 OO1543
 OO1543.The dynamic height is computed by dividing the NAVD 88
 OO1543.geopotential number by the normal gravity value computed on the
 OO1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1543.degrees latitude (g = 980.6199 gals.).
 OO1543
 OO1543.The modeled gravity was interpolated from observed gravity values.
 OO1543
 OO1543;                    North         East    Units  Estimated Accuracy
 OO1543;SPC MN S     -   198,370.      944,090.      MT  (+/- 180 meters Scaled)
 OO1543
 OO1543                          SUPERSEDED SURVEY CONTROL
 OO1543
 OO1543.No superseded survey control is available for this station.
 OO1543
 OO1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ636578(NAD 83)
 OO1543_MARKER: DB = BENCH MARK DISK
 OO1543_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1543_SP_SET: HEADWALL OF BOX CULVERT
 OO1543_STAMPING: 5507 BS 1979
 OO1543_MARK LOGO: MNDT  
 OO1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1543+STABILITY: SURFACE MOTION
 OO1543
 OO1543  HISTORY     - Date     Condition        Report By
 OO1543  HISTORY     - 1979     MONUMENTED       MNDT
 OO1543
 OO1543                          STATION DESCRIPTION
 OO1543
 OO1543'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1543'1.55 MI NNW FROM CHATFIELD.
 OO1543'THE MARK IS LOCATED 1.6 MILES NORTH ALONG TRUNK HIGHWAY 52 FROM ITS
 OO1543'NORTH JUNCTION WITH TRUNK HIGHWAY 30 IN CHATFIELD AND IS NEAR TRUNK
 OO1543'HIGHWAY 52 MILE POINT 36.4 IN THE NE 1/4 OF SECTION 25, T105N, R12W.
 OO1543'THE MARK IS 22.2 FEET SOUTHWEST OF AND 1 FOOT LOWER THAN THE
 OO1543'CENTERLINE OF TRUNK HIGHWAY 52 IN THE SOUTHEAST END OF THE SOUTHWEST
 OO1543'HEADWALL OF AN 8 FOOT WIDE BY 6 FOOT DEEP BOX CULVERT UNDER THE
 OO1543'HIGHWAY.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1543'STAMPED ---5507 BS 1979---, IS CEMENTED IN A DRILL HOLE IN THE
 OO1543'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1542 ***********************************************************************
 OO1542  DESIGNATION -  5507 BT
 OO1542  PID         -  OO1542
 OO1542  STATE/COUNTY-  MN/OLMSTED
 OO1542  USGS QUAD   -  CHATFIELD (1974)
 OO1542
 OO1542                         *CURRENT SURVEY CONTROL
 OO1542  ___________________________________________________________________
 OO1542* NAD 83(1986)-  43 51 52.     (N)    092 11 55.     (W)     SCALED    
 OO1542* NAVD 88     -       303.889  (meters)     997.01   (feet)  ADJUSTED  
 OO1542  ___________________________________________________________________
 OO1542  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 OO1542  DYNAMIC HT  -         303.833 (meters)     996.83  (feet)  COMP
 OO1542  MODELED GRAV-     980,426.2   (mgal)                       NAVD 88
 OO1542
 OO1542  VERT ORDER  -  SECOND    CLASS II
 OO1542
 OO1542.The horizontal coordinates were scaled from a topographic map and have
 OO1542.an estimated accuracy of +/- 6 seconds.
 OO1542
 OO1542.The orthometric height was determined by differential leveling
 OO1542.and adjusted by the National Geodetic Survey in June 1991..
 OO1542
 OO1542.The geoid height was determined by GEOID03.
 OO1542
 OO1542.The dynamic height is computed by dividing the NAVD 88
 OO1542.geopotential number by the normal gravity value computed on the
 OO1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1542.degrees latitude (g = 980.6199 gals.).
 OO1542
 OO1542.The modeled gravity was interpolated from observed gravity values.
 OO1542
 OO1542;                    North         East    Units  Estimated Accuracy
 OO1542;SPC MN S     -   197,650.      944,800.      MT  (+/- 180 meters Scaled)
 OO1542
 OO1542                          SUPERSEDED SURVEY CONTROL
 OO1542
 OO1542.No superseded survey control is available for this station.
 OO1542
 OO1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ643571(NAD 83)
 OO1542_MARKER: DB = BENCH MARK DISK
 OO1542_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1542_SP_SET: BRIDGE ABUTMENT
 OO1542_STAMPING: 5507 BT 1979
 OO1542_MARK LOGO: MNDT  
 OO1542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1542
 OO1542  HISTORY     - Date     Condition        Report By
 OO1542  HISTORY     - 1979     MONUMENTED       MNDT
 OO1542
 OO1542                          STATION DESCRIPTION
 OO1542
 OO1542'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1542'1 MI NORTH FROM CHATFIELD.
 OO1542'THE MARK IS LOCATED 1 MILE NORTH ALONG TRUNK HIGHWAY 52 FROM ITS
 OO1542'NORTH JUNCTION WITH TRUNK HIGHWAY 30 IN CHATFIELD AND IS NEAR TRUNK
 OO1542'HIGHWAY 52 MILE POINT 35.8 IN THE SW 1/4 OF SECTION 30, T105N, R11W.
 OO1542'THE MARK IS 16 FEET SOUTHWEST OF AND 0.5 FEET HIGHER THAN THE
 OO1542'CENTERLINE OF TRUNK HIGHWAY 52 IN THE SOUTHWEST END OF THE SOUTHEAST
 OO1542'ABUTMENT FOR BRIDGE NUMBER 4605 CARRYING THE HIGHWAY OVER A SMALL
 OO1542'CREEK.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1542'STAMPED---5507 BT 1979---, IS CEMENTED IN A DRILL HOLE IN THE BRIDGE
 OO1542'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1541 ***********************************************************************
 OO1541  DESIGNATION -  5507 BU
 OO1541  PID         -  OO1541
 OO1541  STATE/COUNTY-  MN/OLMSTED
 OO1541  USGS QUAD   -  CHATFIELD (1974)
 OO1541
 OO1541                         *CURRENT SURVEY CONTROL
 OO1541  ___________________________________________________________________
 OO1541* NAD 83(1986)-  43 51 19.     (N)    092 11 34.     (W)     SCALED    
 OO1541* NAVD 88     -       300.085  (meters)     984.53   (feet)  ADJUSTED  
 OO1541  ___________________________________________________________________
 OO1541  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 OO1541  DYNAMIC HT  -         300.029 (meters)     984.35  (feet)  COMP
 OO1541  MODELED GRAV-     980,425.5   (mgal)                       NAVD 88
 OO1541
 OO1541  VERT ORDER  -  SECOND    CLASS II
 OO1541
 OO1541.The horizontal coordinates were scaled from a topographic map and have
 OO1541.an estimated accuracy of +/- 6 seconds.
 OO1541
 OO1541.The orthometric height was determined by differential leveling
 OO1541.and adjusted by the National Geodetic Survey in June 1991..
 OO1541
 OO1541.The geoid height was determined by GEOID03.
 OO1541
 OO1541.The dynamic height is computed by dividing the NAVD 88
 OO1541.geopotential number by the normal gravity value computed on the
 OO1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1541.degrees latitude (g = 980.6199 gals.).
 OO1541
 OO1541.The modeled gravity was interpolated from observed gravity values.
 OO1541
 OO1541;                    North         East    Units  Estimated Accuracy
 OO1541;SPC MN S     -   196,640.      945,290.      MT  (+/- 180 meters Scaled)
 OO1541
 OO1541                          SUPERSEDED SURVEY CONTROL
 OO1541
 OO1541.No superseded survey control is available for this station.
 OO1541
 OO1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ648561(NAD 83)
 OO1541_MARKER: DB = BENCH MARK DISK
 OO1541_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1541_SP_SET: HEADWALL OF BOX CULVERT
 OO1541_STAMPING: 5507 BU 1979
 OO1541_MARK LOGO: MNDT  
 OO1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1541+STABILITY: SURFACE MOTION
 OO1541
 OO1541  HISTORY     - Date     Condition        Report By
 OO1541  HISTORY     - 1979     MONUMENTED       MNDT
 OO1541
 OO1541                          STATION DESCRIPTION
 OO1541
 OO1541'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1541'0.3 MI NORTH FROM CHATFIELD.
 OO1541'THE MARK IS LOCATED 0.3 MILE NORTH ALONG TRUNK HIGHWAY 52 FROM ITS
 OO1541'NORTH JUNCTION WITH TRUNK HIGHWAY 30 IN CHATFIELD AND IS NEAR TRUNK
 OO1541'HIGHWAY 52 MILE POINT 35.1 IN THE NW 1/4 OF SECTION 31, T105N, R11W.
 OO1541'THE MARK IS 26.5 FEET NORTHEAST OF AND 2 FEET LOWER THAN THE
 OO1541'CENTERLINE OF TRUNK HIGHWAY 52 IN THE SOUTHEAST END OF THE NORTHEAST
 OO1541'HEADWALL OF 12 FOOT WIDE BY 8 FOOT DEEP BOX CULVERT AT A DITCH.  THE
 OO1541'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED ---5507 BU
 OO1541'1979---, IS CEMENTED IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0212 ***********************************************************************
 OO0212  DESIGNATION -  5507 C
 OO0212  PID         -  OO0212
 OO0212  STATE/COUNTY-  MN/OLMSTED
 OO0212  USGS QUAD   -  SIMPSON (1993)
 OO0212
 OO0212                         *CURRENT SURVEY CONTROL
 OO0212  ___________________________________________________________________
 OO0212* NAD 83(1986)-  43 59 45.     (N)    092 29 04.     (W)     SCALED    
 OO0212* NAVD 88     -       311.533  (meters)    1022.09   (feet)  ADJUSTED  
 OO0212  ___________________________________________________________________
 OO0212  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 OO0212  DYNAMIC HT  -         311.468 (meters)    1021.87  (feet)  COMP
 OO0212  MODELED GRAV-     980,402.6   (mgal)                       NAVD 88
 OO0212
 OO0212  VERT ORDER  -  SECOND    CLASS 0
 OO0212
 OO0212.The horizontal coordinates were scaled from a topographic map and have
 OO0212.an estimated accuracy of +/- 6 seconds.
 OO0212
 OO0212.The orthometric height was determined by differential leveling
 OO0212.and adjusted by the National Geodetic Survey in June 1991..
 OO0212
 OO0212.The geoid height was determined by GEOID03.
 OO0212
 OO0212.The dynamic height is computed by dividing the NAVD 88
 OO0212.geopotential number by the normal gravity value computed on the
 OO0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0212.degrees latitude (g = 980.6199 gals.).
 OO0212
 OO0212.The modeled gravity was interpolated from observed gravity values.
 OO0212
 OO0212;                    North         East    Units  Estimated Accuracy
 OO0212;SPC MN S     -   211,780.      921,550.      MT  (+/- 180 meters Scaled)
 OO0212
 OO0212                          SUPERSEDED SURVEY CONTROL
 OO0212
 OO0212  NGVD 29 (??/??/92)  311.508  (m)         1022.01   (f) ADJ UNCH    2 0
 OO0212
 OO0212.Superseded values are not recommended for survey control.
 OO0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0212.See file dsdata.txt to determine how the superseded data were derived.
 OO0212
 OO0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ413715(NAD 83)
 OO0212_MARKER: DD = SURVEY DISK
 OO0212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0212_SP_SET: BRIDGE
 OO0212_STAMPING: 5507-C
 OO0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0212
 OO0212  HISTORY     - Date     Condition        Report By
 OO0212  HISTORY     - UNK      MONUMENTED       MNDT
 OO0212  HISTORY     - 1970     GOOD             MNDT
 OO0212
 OO0212                          STATION DESCRIPTION
 OO0212
 OO0212'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0212'1.9 MI SW FROM ROCHESTER.
 OO0212'MARK IS LOCATED ABOUT 0.9 MILES SOUTH OF T.H. 14, IN THE SOUTHEAST
 OO0212'CORNER OF BRIDGE NO. 55001, T.H. 52 NORTHBOUND OVER THE ZUMBRO RIVER.
 OO0212'SE1/4 SECTION 10, T 106N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0211 ***********************************************************************
 OO0211  DESIGNATION -  5507 D
 OO0211  PID         -  OO0211
 OO0211  STATE/COUNTY-  MN/OLMSTED
 OO0211  USGS QUAD   -  SIMPSON (1993)
 OO0211
 OO0211                         *CURRENT SURVEY CONTROL
 OO0211  ___________________________________________________________________
 OO0211* NAD 83(1986)-  43 59 41.     (N)    092 29 02.     (W)     SCALED    
 OO0211* NAVD 88     -       320.899  (meters)    1052.82   (feet)  ADJUSTED  
 OO0211  ___________________________________________________________________
 OO0211  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 OO0211  DYNAMIC HT  -         320.833 (meters)    1052.60  (feet)  COMP
 OO0211  MODELED GRAV-     980,402.5   (mgal)                       NAVD 88
 OO0211
 OO0211  VERT ORDER  -  SECOND    CLASS 0
 OO0211
 OO0211.The horizontal coordinates were scaled from a topographic map and have
 OO0211.an estimated accuracy of +/- 6 seconds.
 OO0211
 OO0211.The orthometric height was determined by differential leveling
 OO0211.and adjusted by the National Geodetic Survey in June 1991..
 OO0211
 OO0211.The geoid height was determined by GEOID03.
 OO0211
 OO0211.The dynamic height is computed by dividing the NAVD 88
 OO0211.geopotential number by the normal gravity value computed on the
 OO0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0211.degrees latitude (g = 980.6199 gals.).
 OO0211
 OO0211.The modeled gravity was interpolated from observed gravity values.
 OO0211
 OO0211;                    North         East    Units  Estimated Accuracy
 OO0211;SPC MN S     -   211,650.      921,600.      MT  (+/- 180 meters Scaled)
 OO0211
 OO0211                          SUPERSEDED SURVEY CONTROL
 OO0211
 OO0211  NGVD 29 (??/??/92)  320.874  (m)         1052.73   (f) ADJ UNCH    2 0
 OO0211
 OO0211.Superseded values are not recommended for survey control.
 OO0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0211.See file dsdata.txt to determine how the superseded data were derived.
 OO0211
 OO0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ413714(NAD 83)
 OO0211_MARKER: DD = SURVEY DISK
 OO0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0211_SP_SET: BRIDGE
 OO0211_STAMPING: 5507-D 1970
 OO0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0211
 OO0211  HISTORY     - Date     Condition        Report By
 OO0211  HISTORY     - 1970     MONUMENTED       MNDT
 OO0211
 OO0211                          STATION DESCRIPTION
 OO0211
 OO0211'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0211'2.0 MI SW FROM ROCHESTER.
 OO0211'MARK IS LOCATED ABOUT 1.0 MILE SOUTH OF T.H. 14, IN THE CORNER OF
 OO0211'BRIDGE NO. 55004, TOWNSHIP ROAD OVER T.H. 52.  SE1/4 SECTION 10, T
 OO0211'106N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0210 ***********************************************************************
 OO0210  DESIGNATION -  5507 F
 OO0210  PID         -  OO0210
 OO0210  STATE/COUNTY-  MN/OLMSTED
 OO0210  USGS QUAD   -  SIMPSON (1993)
 OO0210
 OO0210                         *CURRENT SURVEY CONTROL
 OO0210  ___________________________________________________________________
 OO0210* NAD 83(1986)-  43 59 20.     (N)    092 28 50.     (W)     SCALED    
 OO0210* NAVD 88     -       338.606  (meters)    1110.91   (feet)  ADJUSTED  
 OO0210  ___________________________________________________________________
 OO0210  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 OO0210  DYNAMIC HT  -         338.536 (meters)    1110.68  (feet)  COMP
 OO0210  MODELED GRAV-     980,401.9   (mgal)                       NAVD 88
 OO0210
 OO0210  VERT ORDER  -  SECOND    CLASS 0
 OO0210
 OO0210.The horizontal coordinates were scaled from a topographic map and have
 OO0210.an estimated accuracy of +/- 6 seconds.
 OO0210
 OO0210.The orthometric height was determined by differential leveling
 OO0210.and adjusted by the National Geodetic Survey in June 1991..
 OO0210
 OO0210.The geoid height was determined by GEOID03.
 OO0210
 OO0210.The dynamic height is computed by dividing the NAVD 88
 OO0210.geopotential number by the normal gravity value computed on the
 OO0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0210.degrees latitude (g = 980.6199 gals.).
 OO0210
 OO0210.The modeled gravity was interpolated from observed gravity values.
 OO0210
 OO0210;                    North         East    Units  Estimated Accuracy
 OO0210;SPC MN S     -   211,010.      921,880.      MT  (+/- 180 meters Scaled)
 OO0210
 OO0210                          SUPERSEDED SURVEY CONTROL
 OO0210
 OO0210  NGVD 29 (??/??/92)  338.581  (m)         1110.83   (f) ADJ UNCH    2 0
 OO0210
 OO0210.Superseded values are not recommended for survey control.
 OO0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0210.See file dsdata.txt to determine how the superseded data were derived.
 OO0210
 OO0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ416707(NAD 83)
 OO0210_MARKER: DD = SURVEY DISK
 OO0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0210_SP_SET: MONUMENT
 OO0210_STAMPING: 5507-F 1970
 OO0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0210
 OO0210  HISTORY     - Date     Condition        Report By
 OO0210  HISTORY     - 1970     MONUMENTED       MNDT
 OO0210
 OO0210                          STATION DESCRIPTION
 OO0210
 OO0210'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0210'2.1 MI SW FROM ROCHESTER.
 OO0210'MARK IS LOCATED 1.4 MILES SOUTH OF COUNTY ROAD NO. 8, 107 FEET EAST OF
 OO0210'T.H. 52 NORTHBOUND STATION 169+60, 6 FEET SOUTHWEST OF A POWER POLE, 1
 OO0210'FOOT SOUTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST
 OO0210'CONCRETE MONUMENT SET 1 INCH ABOVE GROUND.  NW1/4 SECTION 15, T 106N,
 OO0210'R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0209 ***********************************************************************
 OO0209  DESIGNATION -  5507 G
 OO0209  PID         -  OO0209
 OO0209  STATE/COUNTY-  MN/OLMSTED
 OO0209  USGS QUAD   -  SIMPSON (1993)
 OO0209
 OO0209                         *CURRENT SURVEY CONTROL
 OO0209  ___________________________________________________________________
 OO0209* NAD 83(1986)-  43 58 58.     (N)    092 28 23.     (W)     SCALED    
 OO0209* NAVD 88     -       347.446  (meters)    1139.91   (feet)  ADJUSTED  
 OO0209  ___________________________________________________________________
 OO0209  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 OO0209  DYNAMIC HT  -         347.374 (meters)    1139.68  (feet)  COMP
 OO0209  MODELED GRAV-     980,402.3   (mgal)                       NAVD 88
 OO0209
 OO0209  VERT ORDER  -  SECOND    CLASS 0
 OO0209
 OO0209.The horizontal coordinates were scaled from a topographic map and have
 OO0209.an estimated accuracy of +/- 6 seconds.
 OO0209
 OO0209.The orthometric height was determined by differential leveling
 OO0209.and adjusted by the National Geodetic Survey in June 1991..
 OO0209
 OO0209.The geoid height was determined by GEOID03.
 OO0209
 OO0209.The dynamic height is computed by dividing the NAVD 88
 OO0209.geopotential number by the normal gravity value computed on the
 OO0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0209.degrees latitude (g = 980.6199 gals.).
 OO0209
 OO0209.The modeled gravity was interpolated from observed gravity values.
 OO0209
 OO0209;                    North         East    Units  Estimated Accuracy
 OO0209;SPC MN S     -   210,340.      922,490.      MT  (+/- 180 meters Scaled)
 OO0209
 OO0209                          SUPERSEDED SURVEY CONTROL
 OO0209
 OO0209  NGVD 29 (??/??/92)  347.420  (m)         1139.83   (f) ADJ UNCH    2 0
 OO0209
 OO0209.Superseded values are not recommended for survey control.
 OO0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0209.See file dsdata.txt to determine how the superseded data were derived.
 OO0209
 OO0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ422700(NAD 83)
 OO0209_MARKER: DD = SURVEY DISK
 OO0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0209_SP_SET: MONUMENT
 OO0209_STAMPING: 5507-G 1970
 OO0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0209
 OO0209  HISTORY     - Date     Condition        Report By
 OO0209  HISTORY     - 1970     MONUMENTED       MNDT
 OO0209
 OO0209                          STATION DESCRIPTION
 OO0209
 OO0209'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0209'2.6 MI SSW FROM ROCHESTER.
 OO0209'MARK IS LOCATED 0.7 MILES NORTHWEST OF THE JUNCTION OF T.H. 52 (NEW)
 OO0209'AND T.H. 63, AT THE EAST END OF A DEEP ROCK CUT, 75 FEET NORTHEAST OF
 OO0209'T.H. 52 NORTHBOUND CENTERLINE STATION 195+27, 4 FEET SOUTH OF THE
 OO0209'NORTH RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN THE
 OO0209'TOP OF A 6 FOOT CONCRETE MONUMENT SET FLUSH WITH THE GROUND. SW1/4
 OO0209'SECTION 14, T 106N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0208 ***********************************************************************
 OO0208  DESIGNATION -  5507 H
 OO0208  PID         -  OO0208
 OO0208  STATE/COUNTY-  MN/OLMSTED
 OO0208  USGS QUAD   -  SIMPSON (1993)
 OO0208
 OO0208                         *CURRENT SURVEY CONTROL
 OO0208  ___________________________________________________________________
 OO0208* NAD 83(1986)-  43 58 42.     (N)    092 28 05.     (W)     SCALED    
 OO0208* NAVD 88     -       330.754  (meters)    1085.15   (feet)  ADJUSTED  
 OO0208  ___________________________________________________________________
 OO0208  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 OO0208  DYNAMIC HT  -         330.686 (meters)    1084.93  (feet)  COMP
 OO0208  MODELED GRAV-     980,402.5   (mgal)                       NAVD 88
 OO0208
 OO0208  VERT ORDER  -  SECOND    CLASS 0
 OO0208
 OO0208.The horizontal coordinates were scaled from a topographic map and have
 OO0208.an estimated accuracy of +/- 6 seconds.
 OO0208
 OO0208.The orthometric height was determined by differential leveling
 OO0208.and adjusted by the National Geodetic Survey in June 1991..
 OO0208
 OO0208.The geoid height was determined by GEOID03.
 OO0208
 OO0208.The dynamic height is computed by dividing the NAVD 88
 OO0208.geopotential number by the normal gravity value computed on the
 OO0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0208.degrees latitude (g = 980.6199 gals.).
 OO0208
 OO0208.The modeled gravity was interpolated from observed gravity values.
 OO0208
 OO0208;                    North         East    Units  Estimated Accuracy
 OO0208;SPC MN S     -   209,860.      922,900.      MT  (+/- 180 meters Scaled)
 OO0208
 OO0208                          SUPERSEDED SURVEY CONTROL
 OO0208
 OO0208  NGVD 29 (??/??/92)  330.730  (m)         1085.07   (f) ADJ UNCH    2 0
 OO0208
 OO0208.Superseded values are not recommended for survey control.
 OO0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0208.See file dsdata.txt to determine how the superseded data were derived.
 OO0208
 OO0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ426696(NAD 83)
 OO0208_MARKER: DD = SURVEY DISK
 OO0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0208_SP_SET: DITCH-BLOCK
 OO0208_STAMPING: 5507-H 1970
 OO0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0208
 OO0208  HISTORY     - Date     Condition        Report By
 OO0208  HISTORY     - 1970     MONUMENTED       MNDT
 OO0208
 OO0208                          STATION DESCRIPTION
 OO0208
 OO0208'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0208'3.0 MI S FROM ROCHESTER.
 OO0208'MARK IS LOCATED ABOUT 0.3 MILES WEST OF THE JUNCTION OF T.H. 52 AND
 OO0208'T.H. 63, IN THE MEDIAN BETWEEN T.H. 52 EASTBOUND AND WESTBOUND LANES,
 OO0208'IN THE NORTH CORNER OF THE SOUTH WINGWALL OF LARGE CONCRETE
 OO0208'DITCH-BLOCK.  SE1/4 SECTION 14, T 106N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0207 ***********************************************************************
 OO0207  DESIGNATION -  5507 J
 OO0207  PID         -  OO0207
 OO0207  STATE/COUNTY-  MN/OLMSTED
 OO0207  USGS QUAD   -  SIMPSON (1993)
 OO0207
 OO0207                         *CURRENT SURVEY CONTROL
 OO0207  ___________________________________________________________________
 OO0207* NAD 83(1986)-  43 58 36.     (N)    092 27 59.     (W)     SCALED    
 OO0207* NAVD 88     -       329.496  (meters)    1081.02   (feet)  ADJUSTED  
 OO0207  ___________________________________________________________________
 OO0207  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 OO0207  DYNAMIC HT  -         329.428 (meters)    1080.80  (feet)  COMP
 OO0207  MODELED GRAV-     980,402.6   (mgal)                       NAVD 88
 OO0207
 OO0207  VERT ORDER  -  SECOND    CLASS 0
 OO0207
 OO0207.The horizontal coordinates were scaled from a topographic map and have
 OO0207.an estimated accuracy of +/- 6 seconds.
 OO0207
 OO0207.The orthometric height was determined by differential leveling
 OO0207.and adjusted by the National Geodetic Survey in June 1991..
 OO0207
 OO0207.The geoid height was determined by GEOID03.
 OO0207
 OO0207.The dynamic height is computed by dividing the NAVD 88
 OO0207.geopotential number by the normal gravity value computed on the
 OO0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0207.degrees latitude (g = 980.6199 gals.).
 OO0207
 OO0207.The modeled gravity was interpolated from observed gravity values.
 OO0207
 OO0207;                    North         East    Units  Estimated Accuracy
 OO0207;SPC MN S     -   209,670.      923,040.      MT  (+/- 180 meters Scaled)
 OO0207
 OO0207                          SUPERSEDED SURVEY CONTROL
 OO0207
 OO0207  NGVD 29 (??/??/92)  329.473  (m)         1080.95   (f) ADJ UNCH    2 0
 OO0207
 OO0207.Superseded values are not recommended for survey control.
 OO0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0207.See file dsdata.txt to determine how the superseded data were derived.
 OO0207
 OO0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ427694(NAD 83)
 OO0207_MARKER: DD = SURVEY DISK
 OO0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0207_SP_SET: MONUMENT
 OO0207_STAMPING: 5507-J 1970
 OO0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0207
 OO0207  HISTORY     - Date     Condition        Report By
 OO0207  HISTORY     - 1970     MONUMENTED       MNDT
 OO0207
 OO0207                          STATION DESCRIPTION
 OO0207
 OO0207'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0207'3.0 MI S FROM ROCHESTER.
 OO0207'MARK IS LOCATED ABOUT 0.2 MILES WEST OF T.H. 63, FEET SOUTH OF THE
 OO0207'BEGINNING OF THE T.H. 52 EASTBOUND EXIT RAMP TO T.H. 63 SOUTHBOUND,
 OO0207'100 FEET SOUTH OF T.H. 52 EASTBOUND CENTERLINE STATION 228+00, 35 FEET
 OO0207'SOUTH OF A GRAVEL ROAD, 1 FOOT NORTH OF A STEEL WITNESS POST, IN THE
 OO0207'TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET 2 INCHES ABOVE GROUND.
 OO0207'SW1/4 SECTION 14, T 106N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0190 ***********************************************************************
 OO0190  DESIGNATION -  5507 P
 OO0190  PID         -  OO0190
 OO0190  STATE/COUNTY-  MN/OLMSTED
 OO0190  USGS QUAD   -  SIMPSON (1993)
 OO0190
 OO0190                         *CURRENT SURVEY CONTROL
 OO0190  ___________________________________________________________________
 OO0190* NAD 83(1986)-  43 58 25.     (N)    092 26 34.     (W)     SCALED    
 OO0190* NAVD 88     -       328.287  (meters)    1077.05   (feet)  ADJUSTED  
 OO0190  ___________________________________________________________________
 OO0190  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 OO0190  DYNAMIC HT  -         328.221 (meters)    1076.84  (feet)  COMP
 OO0190  MODELED GRAV-     980,406.5   (mgal)                       NAVD 88
 OO0190
 OO0190  VERT ORDER  -  SECOND    CLASS 0
 OO0190
 OO0190.The horizontal coordinates were scaled from a topographic map and have
 OO0190.an estimated accuracy of +/- 6 seconds.
 OO0190
 OO0190.The orthometric height was determined by differential leveling
 OO0190.and adjusted by the National Geodetic Survey in June 1991..
 OO0190
 OO0190.The geoid height was determined by GEOID03.
 OO0190
 OO0190.The dynamic height is computed by dividing the NAVD 88
 OO0190.geopotential number by the normal gravity value computed on the
 OO0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0190.degrees latitude (g = 980.6199 gals.).
 OO0190
 OO0190.The modeled gravity was interpolated from observed gravity values.
 OO0190
 OO0190;                    North         East    Units  Estimated Accuracy
 OO0190;SPC MN S     -   209,370.      924,940.      MT  (+/- 180 meters Scaled)
 OO0190
 OO0190                          SUPERSEDED SURVEY CONTROL
 OO0190
 OO0190  NGVD 29 (??/??/92)  328.269  (m)         1077.00   (f) ADJ UNCH    2 0
 OO0190
 OO0190.Superseded values are not recommended for survey control.
 OO0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0190.See file dsdata.txt to determine how the superseded data were derived.
 OO0190
 OO0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ446690(NAD 83)
 OO0190_MARKER: DD = SURVEY DISK
 OO0190_SETTING: 0 = UNSPECIFIED SETTING
 OO0190_STAMPING: 5507-P 1970
 OO0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0190
 OO0190  HISTORY     - Date     Condition        Report By
 OO0190  HISTORY     - 1970     MONUMENTED       MNDT
 OO0190
 OO0190                          STATION DESCRIPTION
 OO0190
 OO0190'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0190'3.5 MI NW FROM SIMPSON.
 OO0190'MARK IS LOCATED ABOUT 1.0 MILES EAST OF T.H. 63, 0.3 MILES WEST OF
 OO0190'COUNTY ROAD 1, 182 FEET SOUTH OF T.H. 52 WEST BOUND CENTERLINE STATION
 OO0190'295 + 25, 3 FEET NORTHEAST OF A T - FENCE CORNER, 1 FOOT NORTH OF A
 OO0190'STEEL WITNESS POST, PROJECTING 2 INCHES ABOVE GROUND. NE1/4 SECTION
 OO0190'24, T 106N, R13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0189 ***********************************************************************
 OO0189  DESIGNATION -  5507 Q
 OO0189  PID         -  OO0189
 OO0189  STATE/COUNTY-  MN/OLMSTED
 OO0189  USGS QUAD   -  SIMPSON (1993)
 OO0189
 OO0189                         *CURRENT SURVEY CONTROL
 OO0189  ___________________________________________________________________
 OO0189* NAD 83(1986)-  43 58 21.     (N)    092 26 18.     (W)     SCALED    
 OO0189* NAVD 88     -       324.412  (meters)    1064.34   (feet)  ADJUSTED  
 OO0189  ___________________________________________________________________
 OO0189  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 OO0189  DYNAMIC HT  -         324.346 (meters)    1064.13  (feet)  COMP
 OO0189  MODELED GRAV-     980,407.2   (mgal)                       NAVD 88
 OO0189
 OO0189  VERT ORDER  -  SECOND    CLASS 0
 OO0189
 OO0189.The horizontal coordinates were scaled from a topographic map and have
 OO0189.an estimated accuracy of +/- 6 seconds.
 OO0189
 OO0189.The orthometric height was determined by differential leveling
 OO0189.and adjusted by the National Geodetic Survey in June 1991..
 OO0189
 OO0189.The geoid height was determined by GEOID03.
 OO0189
 OO0189.The dynamic height is computed by dividing the NAVD 88
 OO0189.geopotential number by the normal gravity value computed on the
 OO0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0189.degrees latitude (g = 980.6199 gals.).
 OO0189
 OO0189.The modeled gravity was interpolated from observed gravity values.
 OO0189
 OO0189;                    North         East    Units  Estimated Accuracy
 OO0189;SPC MN S     -   209,250.      925,300.      MT  (+/- 180 meters Scaled)
 OO0189
 OO0189                          SUPERSEDED SURVEY CONTROL
 OO0189
 OO0189  NGVD 29 (??/??/92)  324.393  (m)         1064.28   (f) ADJ UNCH    2 0
 OO0189
 OO0189.Superseded values are not recommended for survey control.
 OO0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0189.See file dsdata.txt to determine how the superseded data were derived.
 OO0189
 OO0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ450689(NAD 83)
 OO0189_MARKER: DD = SURVEY DISK
 OO0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0189_SP_SET: MONUMENT
 OO0189_STAMPING: 5507 Q 1970
 OO0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0189
 OO0189  HISTORY     - Date     Condition        Report By
 OO0189  HISTORY     - 1970     MONUMENTED       MNDT
 OO0189  HISTORY     - 1972     GOOD             MNDT
 OO0189
 OO0189                          STATION DESCRIPTION
 OO0189
 OO0189'DESCRIBED BY MN DEPT OF TRANSP 1972
 OO0189'3.4 MI NW FROM SIMPSON.
 OO0189'MARK FOUND AS DESCRIBED, 4.1 MILES NORTH AND WEST ALONG COUNTY ROAD 1
 OO0189'FROM THE JUNCTION OF COUNTY ROAD 1 AND COUNTY ROAD 16 IN SIMPSON AT
 OO0189'THE JUNCTION OF COUNTY ROAD 1 AND T.H. 52, ABOUT 1.3 MILES EAST OF
 OO0189'T.H. 63, 402 FEET NORTH OF T.H. 52 WESTBOUND STATION 305+94, 100 FEET
 OO0189'WEST OF COUNTY ROAD 1, 1.2 FEET SOUTH OF A FENCE CORNER AROUND A
 OO0189'NATURAL GAS PUMP STATION, 0.5 FEET SOUTHEAST OF A STEEL WITNESS POST,
 OO0189'IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET 3 FEET LOWER THAN
 OO0189'COUNTY ROAD 1 AND FLUSH WITH THE GROUND.  NE1/4, SEC 24, T106N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0188 ***********************************************************************
 OO0188  DESIGNATION -  5507 S
 OO0188  PID         -  OO0188
 OO0188  STATE/COUNTY-  MN/OLMSTED
 OO0188  USGS QUAD   -  SIMPSON (1993)
 OO0188
 OO0188                         *CURRENT SURVEY CONTROL
 OO0188  ___________________________________________________________________
 OO0188* NAD 83(1986)-  43 58 16.     (N)    092 25 07.     (W)     SCALED    
 OO0188* NAVD 88     -       364.377  (meters)    1195.46   (feet)  ADJUSTED  
 OO0188  ___________________________________________________________________
 OO0188  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 OO0188  DYNAMIC HT  -         364.305 (meters)    1195.22  (feet)  COMP
 OO0188  MODELED GRAV-     980,410.2   (mgal)                       NAVD 88
 OO0188
 OO0188  VERT ORDER  -  SECOND    CLASS 0
 OO0188
 OO0188.The horizontal coordinates were scaled from a topographic map and have
 OO0188.an estimated accuracy of +/- 6 seconds.
 OO0188
 OO0188.The orthometric height was determined by differential leveling
 OO0188.and adjusted by the National Geodetic Survey in June 1991..
 OO0188
 OO0188.The geoid height was determined by GEOID03.
 OO0188
 OO0188.The dynamic height is computed by dividing the NAVD 88
 OO0188.geopotential number by the normal gravity value computed on the
 OO0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0188.degrees latitude (g = 980.6199 gals.).
 OO0188
 OO0188.The modeled gravity was interpolated from observed gravity values.
 OO0188
 OO0188;                    North         East    Units  Estimated Accuracy
 OO0188;SPC MN S     -   209,130.      926,890.      MT  (+/- 180 meters Scaled)
 OO0188
 OO0188                          SUPERSEDED SURVEY CONTROL
 OO0188
 OO0188  NGVD 29 (??/??/92)  364.362  (m)         1195.41   (f) ADJ UNCH    2 0
 OO0188
 OO0188.Superseded values are not recommended for survey control.
 OO0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0188.See file dsdata.txt to determine how the superseded data were derived.
 OO0188
 OO0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ466688(NAD 83)
 OO0188_MARKER: DD = SURVEY DISK
 OO0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0188_SP_SET: MONUMENT
 OO0188_STAMPING: 5507-S 1970
 OO0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0188
 OO0188  HISTORY     - Date     Condition        Report By
 OO0188  HISTORY     - 1970     MONUMENTED       MNDT
 OO0188  HISTORY     - 1972     GOOD             MNDT
 OO0188
 OO0188                          STATION DESCRIPTION
 OO0188
 OO0188'DESCRIBED BY MN DEPT OF TRANSP 1972
 OO0188'3.0 MI N FROM SIMPSON.
 OO0188'MARK RECOVERED AS DESCRIBED, 3.0 MILES NORTH AND WEST ALONG COUNTY
 OO0188'ROAD 1 FROM THE JUNCTION OF COUNTY ROAD 1 AND COUNTY ROAD 16 IN
 OO0188'SIMPSON, THENCE, 0.4 MILES NORTH ALONG COUNTY ROAD 101 AND A PRIVATE
 OO0188'DRIVE, 0.1 MILES EAST OF THE T.H. 52 AND COUNTY ROAD 1 INTERSECTION,
 OO0188'185 FEET SOUTH OF THE CENTERLINE OF PROPOSED T.H. 52 WESTBOUND
 OO0188'(STATION 358+54), 50 FEET WEST OF A NORTH-SOUTH FENCE LINE, 24 FEET
 OO0188'WEST OF A FENCE CORNER, 2 FEET NORTH OF AN EAST WEST FENCE LINE, 1
 OO0188'FOOT NORTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST
 OO0188'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE GROUND.  SE1/4, SEC
 OO0188'19, T 106N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0187 ***********************************************************************
 OO0187  DESIGNATION -  5507 S 1
 OO0187  PID         -  OO0187
 OO0187  STATE/COUNTY-  MN/OLMSTED
 OO0187  USGS QUAD   -  SIMPSON (1993)
 OO0187
 OO0187                         *CURRENT SURVEY CONTROL
 OO0187  ___________________________________________________________________
 OO0187* NAD 83(1986)-  43 58 00.     (N)    092 25 09.     (W)     SCALED    
 OO0187* NAVD 88     -       357.908  (meters)    1174.24   (feet)  ADJUSTED  
 OO0187  ___________________________________________________________________
 OO0187  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 OO0187  DYNAMIC HT  -         357.837 (meters)    1174.00  (feet)  COMP
 OO0187  MODELED GRAV-     980,409.5   (mgal)                       NAVD 88
 OO0187
 OO0187  VERT ORDER  -  SECOND    CLASS 0
 OO0187
 OO0187.The horizontal coordinates were scaled from a topographic map and have
 OO0187.an estimated accuracy of +/- 6 seconds.
 OO0187
 OO0187.The orthometric height was determined by differential leveling
 OO0187.and adjusted by the National Geodetic Survey in June 1991..
 OO0187
 OO0187.The geoid height was determined by GEOID03.
 OO0187
 OO0187.The dynamic height is computed by dividing the NAVD 88
 OO0187.geopotential number by the normal gravity value computed on the
 OO0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0187.degrees latitude (g = 980.6199 gals.).
 OO0187
 OO0187.The modeled gravity was interpolated from observed gravity values.
 OO0187
 OO0187;                    North         East    Units  Estimated Accuracy
 OO0187;SPC MN S     -   208,640.      926,850.      MT  (+/- 180 meters Scaled)
 OO0187
 OO0187                          SUPERSEDED SURVEY CONTROL
 OO0187
 OO0187  NGVD 29 (??/??/92)  357.89   (m)         1174.2    (f) COMPUTED    2 0
 OO0187
 OO0187.Superseded values are not recommended for survey control.
 OO0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0187.See file dsdata.txt to determine how the superseded data were derived.
 OO0187
 OO0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ465683(NAD 83)
 OO0187_MARKER: DD = SURVEY DISK
 OO0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0187_SP_SET: CULVERT
 OO0187_STAMPING: 5507-S1 1972
 OO0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0187
 OO0187  HISTORY     - Date     Condition        Report By
 OO0187  HISTORY     - 1972     MONUMENTED       MNDT
 OO0187
 OO0187                          STATION DESCRIPTION
 OO0187
 OO0187'DESCRIBED BY MN DEPT OF TRANSP 1972
 OO0187'3.7 MI NW FROM MARION.
 OO0187'MARK IS LOCATED 4 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION OF
 OO0187'T.H. 52 AND COUNTY ROAD 19 IN MARION, THENCE 0.3 MILES SOUTH ALONG A
 OO0187'PRIVATE DRIVEWAY AND COUNTY ROAD 101, 0.6 MILES NORTH ALONG COUNTY
 OO0187'ROAD 101 AND COUNTY ROAD 1, IN THE SOUTHEAST CORNER OF A CONCRETE BOX
 OO0187'CULVERT UNDER COUNTY ROAD 101 AT A SMALL CREEK.  SW1/4 SECTION 20, T
 OO0187'106, R 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0185 ***********************************************************************
 OO0185  DESIGNATION -  5507 T 1
 OO0185  PID         -  OO0185
 OO0185  STATE/COUNTY-  MN/OLMSTED
 OO0185  USGS QUAD   -  SIMPSON (1993)
 OO0185
 OO0185                         *CURRENT SURVEY CONTROL
 OO0185  ___________________________________________________________________
 OO0185* NAD 83(1986)-  43 58 04.     (N)    092 24 27.     (W)     SCALED    
 OO0185* NAVD 88     -       328.983  (meters)    1079.34   (feet)  ADJUSTED  
 OO0185  ___________________________________________________________________
 OO0185  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 OO0185  DYNAMIC HT  -         328.918 (meters)    1079.13  (feet)  COMP
 OO0185  MODELED GRAV-     980,411.6   (mgal)                       NAVD 88
 OO0185
 OO0185  VERT ORDER  -  SECOND    CLASS 0
 OO0185
 OO0185.The horizontal coordinates were scaled from a topographic map and have
 OO0185.an estimated accuracy of +/- 6 seconds.
 OO0185
 OO0185.The orthometric height was determined by differential leveling
 OO0185.and adjusted by the National Geodetic Survey in June 1991..
 OO0185
 OO0185.The geoid height was determined by GEOID03.
 OO0185
 OO0185.The dynamic height is computed by dividing the NAVD 88
 OO0185.geopotential number by the normal gravity value computed on the
 OO0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0185.degrees latitude (g = 980.6199 gals.).
 OO0185
 OO0185.The modeled gravity was interpolated from observed gravity values.
 OO0185
 OO0185;                    North         East    Units  Estimated Accuracy
 OO0185;SPC MN S     -   208,780.      927,790.      MT  (+/- 180 meters Scaled)
 OO0185
 OO0185                          SUPERSEDED SURVEY CONTROL
 OO0185
 OO0185  NGVD 29 (??/??/92)  328.97   (m)         1079.3    (f) COMPUTED    2 0
 OO0185
 OO0185.Superseded values are not recommended for survey control.
 OO0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0185.See file dsdata.txt to determine how the superseded data were derived.
 OO0185
 OO0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ475684(NAD 83)
 OO0185_MARKER: DD = SURVEY DISK
 OO0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0185_SP_SET: CULVERT
 OO0185_STAMPING: 5507-T1 1972
 OO0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0185
 OO0185  HISTORY     - Date     Condition        Report By
 OO0185  HISTORY     - 1972     MONUMENTED       MNDT
 OO0185
 OO0185                          STATION DESCRIPTION
 OO0185
 OO0185'DESCRIBED BY MN DEPT OF TRANSP 1972
 OO0185'3.5 MI NW FROM MARION.
 OO0185'MARK IS LOCATED 3.5 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION
 OO0185'T.H. 52 AND COUNTY ROAD 19 IN MARION, 1.5 MILES EAST OF THE JUNCTION
 OO0185'OF COUNTY ROAD 1 AND T.H. 52, 0.25 MILES SOUTH OF (PROPOSED) T.H. 52,
 OO0185'300 FEET WEST OF A PRIVATE DRIVE SOUTH (TO A FARM HOUSE), 200 FEET
 OO0185'EAST OF A TOWNSHIP ROAD (T ROAD NORTH), IN THE SOUTHWEST CORNER OF 6 X
 OO0185'6 FOOT CONCRETE CULVERT UNDER COUNTY ROAD 101.  SE1/4 SECTION 20, T
 OO0185'106, R 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0184 ***********************************************************************
 OO0184  DESIGNATION -  5507 U
 OO0184  PID         -  OO0184
 OO0184  STATE/COUNTY-  MN/OLMSTED
 OO0184  USGS QUAD   -  SIMPSON (1993)
 OO0184
 OO0184                         *CURRENT SURVEY CONTROL
 OO0184  ___________________________________________________________________
 OO0184* NAD 83(1986)-  43 58 15.     (N)    092 24 16.     (W)     SCALED    
 OO0184* NAVD 88     -       322.704  (meters)    1058.74   (feet)  ADJUSTED  
 OO0184  ___________________________________________________________________
 OO0184  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 OO0184  DYNAMIC HT  -         322.640 (meters)    1058.53  (feet)  COMP
 OO0184  MODELED GRAV-     980,412.5   (mgal)                       NAVD 88
 OO0184
 OO0184  VERT ORDER  -  SECOND    CLASS 0
 OO0184
 OO0184.The horizontal coordinates were scaled from a topographic map and have
 OO0184.an estimated accuracy of +/- 6 seconds.
 OO0184
 OO0184.The orthometric height was determined by differential leveling
 OO0184.and adjusted by the National Geodetic Survey in June 1991..
 OO0184
 OO0184.The geoid height was determined by GEOID03.
 OO0184
 OO0184.The dynamic height is computed by dividing the NAVD 88
 OO0184.geopotential number by the normal gravity value computed on the
 OO0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0184.degrees latitude (g = 980.6199 gals.).
 OO0184
 OO0184.The modeled gravity was interpolated from observed gravity values.
 OO0184
 OO0184;                    North         East    Units  Estimated Accuracy
 OO0184;SPC MN S     -   209,120.      928,020.      MT  (+/- 180 meters Scaled)
 OO0184
 OO0184                          SUPERSEDED SURVEY CONTROL
 OO0184
 OO0184  NGVD 29 (??/??/92)  322.689  (m)         1058.69   (f) ADJ UNCH    2 0
 OO0184
 OO0184.Superseded values are not recommended for survey control.
 OO0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0184.See file dsdata.txt to determine how the superseded data were derived.
 OO0184
 OO0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ477688(NAD 83)
 OO0184_MARKER: DD = SURVEY DISK
 OO0184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0184_SP_SET: MONUMENT
 OO0184_STAMPING: 5507-U 1970
 OO0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0184
 OO0184  HISTORY     - Date     Condition        Report By
 OO0184  HISTORY     - 1970     MONUMENTED       MNDT
 OO0184  HISTORY     - 1972     GOOD             MNDT
 OO0184
 OO0184                          STATION DESCRIPTION
 OO0184
 OO0184'DESCRIBED BY MN DEPT OF TRANSP 1972
 OO0184'3.6 MI NW FROM MARION.
 OO0184'MARK FOUND AS DESCRIBED, 3.6 MILES NORTHWEST ALONG T.H. 52 FROM THE
 OO0184'JUNCTION OF T.H. 52 AND COUNTY ROAD 19 IN MARION, 0.2 MILES EAST OF A
 OO0184'NORTH-SOUTH TOWNSHIP ROAD, 190 FEET SOUTH OF (PROPOSED) T.H. 52, 75
 OO0184'FEET NORTH OF A FENCE CORNER 2 FEET EAST OF A FENCE LINE, 1 FOOT NORTH
 OO0184'OF A STEEL WITNESS POST, IN A 6-FOOT PRECAST CONCRETE MONUMENT BURIED
 OO0184'4 INCHES BELOW GROUND.  SW 1/4, SEC 20, T106, R 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0182 ***********************************************************************
 OO0182  DESIGNATION -  5507 X
 OO0182  PID         -  OO0182
 OO0182  STATE/COUNTY-  MN/OLMSTED
 OO0182  USGS QUAD   -  SIMPSON (1993)
 OO0182
 OO0182                         *CURRENT SURVEY CONTROL
 OO0182  ___________________________________________________________________
 OO0182* NAD 83(1986)-  43 57 42.     (N)    092 23 07.     (W)     SCALED    
 OO0182* NAVD 88     -       331.174  (meters)    1086.53   (feet)  ADJUSTED  
 OO0182  ___________________________________________________________________
 OO0182  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO0182  DYNAMIC HT  -         331.109 (meters)    1086.31  (feet)  COMP
 OO0182  MODELED GRAV-     980,414.3   (mgal)                       NAVD 88
 OO0182
 OO0182  VERT ORDER  -  SECOND    CLASS 0
 OO0182
 OO0182.The horizontal coordinates were scaled from a topographic map and have
 OO0182.an estimated accuracy of +/- 6 seconds.
 OO0182
 OO0182.The orthometric height was determined by differential leveling
 OO0182.and adjusted by the National Geodetic Survey in June 1991..
 OO0182
 OO0182.The geoid height was determined by GEOID03.
 OO0182
 OO0182.The dynamic height is computed by dividing the NAVD 88
 OO0182.geopotential number by the normal gravity value computed on the
 OO0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0182.degrees latitude (g = 980.6199 gals.).
 OO0182
 OO0182.The modeled gravity was interpolated from observed gravity values.
 OO0182
 OO0182;                    North         East    Units  Estimated Accuracy
 OO0182;SPC MN S     -   208,130.      929,580.      MT  (+/- 180 meters Scaled)
 OO0182
 OO0182                          SUPERSEDED SURVEY CONTROL
 OO0182
 OO0182  NGVD 29 (??/??/92)  331.160  (m)         1086.48   (f) ADJ UNCH    2 0
 OO0182
 OO0182.Superseded values are not recommended for survey control.
 OO0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0182.See file dsdata.txt to determine how the superseded data were derived.
 OO0182
 OO0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ493677(NAD 83)
 OO0182_MARKER: DD = SURVEY DISK
 OO0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0182_SP_SET: MONUMENT
 OO0182_STAMPING: 5507-X 1970
 OO0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0182
 OO0182  HISTORY     - Date     Condition        Report By
 OO0182  HISTORY     - 1970     MONUMENTED       MNDT
 OO0182  HISTORY     - 1972     GOOD             MNDT
 OO0182
 OO0182                          STATION DESCRIPTION
 OO0182
 OO0182'DESCRIBED BY MN DEPT OF TRANSP 1972
 OO0182'2.6 MI NW FROM MARION.
 OO0182'MARK FOUND, AS DESCRIBED, 2.6 MILES NORTHWEST ALONG T.H. 52 FROM THE
 OO0182'JUNCTION OF T.H. 52 AND COUNTY ROAD 19 IN MARION, 0.4 MILES WEST OF
 OO0182'COUNTY ROAD 11, 125 FEET NORTH OF (PROPOSED) T.H. 52 (STATION 452+90),
 OO0182'2 FEET SOUTH OF A FENCE LINE, 1 FOOT SOUTHWEST OF A STEEL WITNESS
 OO0182'POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 OO0182'SE 1/4, SEC 20, T106, R 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0181 ***********************************************************************
 OO0181  DESIGNATION -  5507 Y
 OO0181  PID         -  OO0181
 OO0181  STATE/COUNTY-  MN/OLMSTED
 OO0181  USGS QUAD   -  SIMPSON (1993)
 OO0181
 OO0181                         *CURRENT SURVEY CONTROL
 OO0181  ___________________________________________________________________
 OO0181* NAD 83(1986)-  43 57 45.     (N)    092 22 45.     (W)     SCALED    
 OO0181* NAVD 88     -       328.479  (meters)    1077.68   (feet)  ADJUSTED  
 OO0181  ___________________________________________________________________
 OO0181  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO0181  DYNAMIC HT  -         328.415 (meters)    1077.47  (feet)  COMP
 OO0181  MODELED GRAV-     980,415.3   (mgal)                       NAVD 88
 OO0181
 OO0181  VERT ORDER  -  SECOND    CLASS 0
 OO0181
 OO0181.The horizontal coordinates were scaled from a topographic map and have
 OO0181.an estimated accuracy of +/- 6 seconds.
 OO0181
 OO0181.The orthometric height was determined by differential leveling
 OO0181.and adjusted by the National Geodetic Survey in June 1991..
 OO0181
 OO0181.The geoid height was determined by GEOID03.
 OO0181
 OO0181.The dynamic height is computed by dividing the NAVD 88
 OO0181.geopotential number by the normal gravity value computed on the
 OO0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0181.degrees latitude (g = 980.6199 gals.).
 OO0181
 OO0181.The modeled gravity was interpolated from observed gravity values.
 OO0181
 OO0181;                    North         East    Units  Estimated Accuracy
 OO0181;SPC MN S     -   208,240.      930,070.      MT  (+/- 180 meters Scaled)
 OO0181
 OO0181                          SUPERSEDED SURVEY CONTROL
 OO0181
 OO0181  NGVD 29 (??/??/92)  328.466  (m)         1077.64   (f) ADJ UNCH    2 0
 OO0181
 OO0181.Superseded values are not recommended for survey control.
 OO0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0181.See file dsdata.txt to determine how the superseded data were derived.
 OO0181
 OO0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ498678(NAD 83)
 OO0181_MARKER: DD = SURVEY DISK
 OO0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0181_SP_SET: MONUMENT
 OO0181_STAMPING: 5507-Y 1970
 OO0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0181
 OO0181  HISTORY     - Date     Condition        Report By
 OO0181  HISTORY     - 1970     MONUMENTED       MNDT
 OO0181  HISTORY     - 1972     GOOD             MNDT
 OO0181
 OO0181                          STATION DESCRIPTION
 OO0181
 OO0181'DESCRIBED BY MN DEPT OF TRANSP 1972
 OO0181'2.6 MI NW FROM MARION.
 OO0181'MARK FOUND, AS DESCRIBED, 2.6 MILES NORTHWEST ALONG T.H. 52 FROM THE
 OO0181'JUNCTION OF T.H. 52 AND COUNTY ROAD 19, IN MARION, ABOUT 1.0 MILES
 OO0181'NORTHWEST OF FAI 90, 0.3 MILES NORTH OF T.H. 52, 160 FEET SOUTH OF A
 OO0181'TELEPHONE RISER POLE, 100 FEET SOUTH OF A FARM ENTRANCE WEST (TO A
 OO0181'2-STORY FRAME HOUSE - WHITE), 60 FEET WEST OF THE CENTERLINE OF COUNTY
 OO0181'ROAD 11, 1 FOOT SOUTHEAST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST
 OO0181'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE1/4, SEC 28, T 106, R
 OO0181'13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0180 ***********************************************************************
 OO0180  DESIGNATION -  5507 Y 1
 OO0180  PID         -  OO0180
 OO0180  STATE/COUNTY-  MN/OLMSTED
 OO0180  USGS QUAD   -  SIMPSON (1993)
 OO0180
 OO0180                         *CURRENT SURVEY CONTROL
 OO0180  ___________________________________________________________________
 OO0180* NAD 83(1986)-  43 57 40.     (N)    092 22 44.     (W)     SCALED    
 OO0180* NAVD 88     -       330.163  (meters)    1083.21   (feet)  ADJUSTED  
 OO0180  ___________________________________________________________________
 OO0180  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO0180  DYNAMIC HT  -         330.098 (meters)    1083.00  (feet)  COMP
 OO0180  MODELED GRAV-     980,415.2   (mgal)                       NAVD 88
 OO0180
 OO0180  VERT ORDER  -  SECOND    CLASS 0
 OO0180
 OO0180.The horizontal coordinates were scaled from a topographic map and have
 OO0180.an estimated accuracy of +/- 6 seconds.
 OO0180
 OO0180.The orthometric height was determined by differential leveling
 OO0180.and adjusted by the National Geodetic Survey in June 1991..
 OO0180
 OO0180.The geoid height was determined by GEOID03.
 OO0180
 OO0180.The dynamic height is computed by dividing the NAVD 88
 OO0180.geopotential number by the normal gravity value computed on the
 OO0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0180.degrees latitude (g = 980.6199 gals.).
 OO0180
 OO0180.The modeled gravity was interpolated from observed gravity values.
 OO0180
 OO0180;                    North         East    Units  Estimated Accuracy
 OO0180;SPC MN S     -   208,080.      930,100.      MT  (+/- 180 meters Scaled)
 OO0180
 OO0180                          SUPERSEDED SURVEY CONTROL
 OO0180
 OO0180  NGVD 29 (??/??/92)  330.15   (m)         1083.2    (f) COMPUTED    2 0
 OO0180
 OO0180.Superseded values are not recommended for survey control.
 OO0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0180.See file dsdata.txt to determine how the superseded data were derived.
 OO0180
 OO0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ498677(NAD 83)
 OO0180_MARKER: DD = SURVEY DISK
 OO0180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0180_SP_SET: BRIDGE
 OO0180_STAMPING: 5507-Y1 1972
 OO0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0180
 OO0180  HISTORY     - Date     Condition        Report By
 OO0180  HISTORY     - 1972     MONUMENTED       MNDT
 OO0180
 OO0180                          STATION DESCRIPTION
 OO0180
 OO0180'DESCRIBED BY MN DEPT OF TRANSP 1972
 OO0180'2.4 MI NW FROM MARION.
 OO0180'MARK IS LOCATED 2.3 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION OF
 OO0180'T.H. 52 AND COUNTY ROAD 19 AT MARION, 1.0 MILES NORTHWEST OF FAI 90,
 OO0180'0.1 MILES NORTH OF T.H. 52 (NEW) IN THE SOUTHEAST CORNER OF BRIDGE NO.
 OO0180'55023, COUNTY ROAD 11 (OLD COUNTY ROAD 111) OVER MARION CREEK. NW1/4
 OO0180'SECTION 27, T 106, R 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0179 ***********************************************************************
 OO0179  DESIGNATION -  5507 Y 2
 OO0179  PID         -  OO0179
 OO0179  STATE/COUNTY-  MN/OLMSTED
 OO0179  USGS QUAD   -  SIMPSON (1993)
 OO0179
 OO0179                         *CURRENT SURVEY CONTROL
 OO0179  ___________________________________________________________________
 OO0179* NAD 83(1986)-  43 57 20.     (N)    092 22 44.     (W)     SCALED    
 OO0179* NAVD 88     -       337.469  (meters)    1107.18   (feet)  ADJUSTED  
 OO0179  ___________________________________________________________________
 OO0179  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO0179  DYNAMIC HT  -         337.404 (meters)    1106.97  (feet)  COMP
 OO0179  MODELED GRAV-     980,414.4   (mgal)                       NAVD 88
 OO0179
 OO0179  VERT ORDER  -  SECOND    CLASS 0
 OO0179
 OO0179.The horizontal coordinates were scaled from a topographic map and have
 OO0179.an estimated accuracy of +/- 6 seconds.
 OO0179
 OO0179.The orthometric height was determined by differential leveling
 OO0179.and adjusted by the National Geodetic Survey in June 1991..
 OO0179
 OO0179.The geoid height was determined by GEOID03.
 OO0179
 OO0179.The dynamic height is computed by dividing the NAVD 88
 OO0179.geopotential number by the normal gravity value computed on the
 OO0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0179.degrees latitude (g = 980.6199 gals.).
 OO0179
 OO0179.The modeled gravity was interpolated from observed gravity values.
 OO0179
 OO0179;                    North         East    Units  Estimated Accuracy
 OO0179;SPC MN S     -   207,460.      930,110.      MT  (+/- 180 meters Scaled)
 OO0179
 OO0179                          SUPERSEDED SURVEY CONTROL
 OO0179
 OO0179  NGVD 29 (??/??/92)  337.46   (m)         1107.2    (f) COMPUTED    2 0
 OO0179
 OO0179.Superseded values are not recommended for survey control.
 OO0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0179.See file dsdata.txt to determine how the superseded data were derived.
 OO0179
 OO0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ498671(NAD 83)
 OO0179_MARKER: DD = SURVEY DISK
 OO0179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0179_SP_SET: ABUTMENT
 OO0179_STAMPING: 5507-Y2 1972
 OO0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0179
 OO0179  HISTORY     - Date     Condition        Report By
 OO0179  HISTORY     - 1972     MONUMENTED       MNDT
 OO0179
 OO0179                          STATION DESCRIPTION
 OO0179
 OO0179'DESCRIBED BY MN DEPT OF TRANSP 1972
 OO0179'2.1 MI NW FROM MARION.
 OO0179'MARK IS LOCATED 2.3 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION OF
 OO0179'T.H. 52 AND COUNTY ROAD 19 AT MARION, 1.0 MILES NORTHWEST OF FAI 90,
 OO0179'0.3 MILES SOUTH OF THE JUNCTION OF T.H. 52 AND COUNTY ROAD 11, 350
 OO0179'FEET SOUTH OF COUNTY ROAD 101 (T ROAD WEST), 75 FEET SOUTH OF A
 OO0179'PRIVATE DRIVE EAST (TO A 1 1/2 STORY FRAME HOUSE - WHITE), IN THE
 OO0179'SOUTH END OF THE EAST ABUTMENT OF AN 8 BY 10 FOOT CONCRETE BOX CULVERT
 OO0179'UNDER COUNTY ROAD 111.  SW1/4 SECTION 27, T 106, R 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7920 ***********************************************************************
 DH7920  DESIGNATION -  5508 AC
 DH7920  PID         -  DH7920
 DH7920  STATE/COUNTY-  MN/OLMSTED
 DH7920  USGS QUAD   -  ROCHESTER (1993)
 DH7920
 DH7920                         *CURRENT SURVEY CONTROL
 DH7920  ___________________________________________________________________
 DH7920* NAD 83(1986)-  44 02 05.     (N)    092 29 12.     (W)     SCALED    
 DH7920* NAVD 88     -       314.004  (meters)    1030.19   (feet)  ADJUSTED  
 DH7920  ___________________________________________________________________
 DH7920  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DH7920  DYNAMIC HT  -         313.943 (meters)    1029.99  (feet)  COMP
 DH7920  MODELED GRAV-     980,414.9   (mgal)                       NAVD 88
 DH7920
 DH7920  VERT ORDER  -  SECOND    CLASS I
 DH7920
 DH7920.The horizontal coordinates were scaled from a topographic map and have
 DH7920.an estimated accuracy of +/- 6 seconds.
 DH7920
 DH7920.The orthometric height was determined by differential leveling
 DH7920.and adjusted by the National Geodetic Survey in March 2006..
 DH7920
 DH7920.The geoid height was determined by GEOID03.
 DH7920
 DH7920.The dynamic height is computed by dividing the NAVD 88
 DH7920.geopotential number by the normal gravity value computed on the
 DH7920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7920.degrees latitude (g = 980.6199 gals.).
 DH7920
 DH7920.The modeled gravity was interpolated from observed gravity values.
 DH7920
 DH7920;                    North         East    Units  Estimated Accuracy
 DH7920;SPC MN S     -   216,090.      921,300.      MT  (+/- 180 meters Scaled)
 DH7920
 DH7920                          SUPERSEDED SURVEY CONTROL
 DH7920
 DH7920.No superseded survey control is available for this station.
 DH7920
 DH7920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ411758(NAD 83)
 DH7920_MARKER: DV = VERTICAL CONTROL DISK
 DH7920_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH7920_SP_SET: BRIDGE ABUTMENT
 DH7920_STAMPING: 5508 AC
 DH7920_MARK LOGO: MNDT  
 DH7920_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7920+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DH7920
 DH7920  HISTORY     - Date     Condition        Report By
 DH7920  HISTORY     - 1980     MONUMENTED       MNDT
 DH7920  HISTORY     - 20000917 GOOD             MNDT
 DH7920
 DH7920                          STATION DESCRIPTION
 DH7920
 DH7920'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DH7920'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS AT NW EDGE OF
 DH7920'ROCHESTER, IN ABUT AT SE COR OF NB TH 52 BRDG 9069 OVER 7TH ST NW AND
 DH7920'RR, 0.05 MI (0.08 KM) NORTH ON TH 52 FROM JCT OF TH 52 AND TH 14 WEST,
 DH7920'60 FT (18.3 M) EAST OF NB TH 52.  DISK IS STAMPED WITHOUT A DATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0338 ***********************************************************************
 PP0338  DESIGNATION -  5508 B
 PP0338  PID         -  PP0338
 PP0338  STATE/COUNTY-  MN/OLMSTED
 PP0338  USGS QUAD   -  ORONOCO (1980)
 PP0338
 PP0338                         *CURRENT SURVEY CONTROL
 PP0338  ___________________________________________________________________
 PP0338* NAD 83(1986)-  44 11 31.     (N)    092 35 39.     (W)     SCALED    
 PP0338* NAVD 88     -       303.171  (meters)     994.65   (feet)  ADJUSTED  
 PP0338  ___________________________________________________________________
 PP0338  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 PP0338  DYNAMIC HT  -         303.115 (meters)     994.47  (feet)  COMP
 PP0338  MODELED GRAV-     980,425.6   (mgal)                       NAVD 88
 PP0338
 PP0338  VERT ORDER  -  SECOND    CLASS 0
 PP0338
 PP0338.The horizontal coordinates were scaled from a topographic map and have
 PP0338.an estimated accuracy of +/- 6 seconds.
 PP0338
 PP0338.The orthometric height was determined by differential leveling
 PP0338.and adjusted by the National Geodetic Survey in June 1991..
 PP0338
 PP0338.The geoid height was determined by GEOID03.
 PP0338
 PP0338.The dynamic height is computed by dividing the NAVD 88
 PP0338.geopotential number by the normal gravity value computed on the
 PP0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0338.degrees latitude (g = 980.6199 gals.).
 PP0338
 PP0338.The modeled gravity was interpolated from observed gravity values.
 PP0338
 PP0338;                    North         East    Units  Estimated Accuracy
 PP0338;SPC MN S     -   233,410.      912,380.      MT  (+/- 180 meters Scaled)
 PP0338
 PP0338                          SUPERSEDED SURVEY CONTROL
 PP0338
 PP0338  NGVD 29 (??/??/92)  303.140  (m)          994.55   (f) ADJ UNCH    2 0
 PP0338
 PP0338.Superseded values are not recommended for survey control.
 PP0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0338.See file dsdata.txt to determine how the superseded data were derived.
 PP0338
 PP0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ324932(NAD 83)
 PP0338_MARKER: DD = SURVEY DISK
 PP0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0338_STAMPING: 5508 B 1959 994
 PP0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0338+STABILITY: SURFACE MOTION
 PP0338
 PP0338  HISTORY     - Date     Condition        Report By
 PP0338  HISTORY     - 1959     MONUMENTED       MNDT
 PP0338  HISTORY     - 1972     GOOD             MNDT
 PP0338
 PP0338                          STATION DESCRIPTION
 PP0338
 PP0338'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0338'3.3 MI NW FROM ORONOCO.
 PP0338'MARK IS LOCATED 0.75 MILES WEST ALONG COUNTY ROAD 12 FROM THE JUNCTION
 PP0338'OF COUNTY ROAD 12 AND COUNTY ROAD 18 IN ORONOCO, THENCE 2.7 MILES
 PP0338'NORTHWEST ALONG T.H. 52, 0.3 MILES NORTHWEST OF A T-ROAD LEADING
 PP0338'SOUTH, 0.5 MILES SOUTHEAST OF THE OLMSTED-GOODHUE COUNTY LINE, 100
 PP0338'FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF T.H. 52 AT
 PP0338'MILE POST 69.0 (STA. 1629+00), 91 FEET EAST OF THE MILE MARKER POST
 PP0338'(69), 126 FEET EAST-SOUTHEAST OF THE EAST END OF A 30 INCH CONCRETE
 PP0338'CULVERT UNDER THE NORTHBOUND LANE, 1 FOOT SOUTHWEST OF A STEEL WITNESS
 PP0338'POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET 5 FEET
 PP0338'LOWER THAN THE ROADWAY AND BURIED 4 INCHES.  NW 1/4 SECTION 2, T 108N,
 PP0338'R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0337 ***********************************************************************
 PP0337  DESIGNATION -  5508 C
 PP0337  PID         -  PP0337
 PP0337  STATE/COUNTY-  MN/OLMSTED
 PP0337  USGS QUAD   -  ORONOCO (1980)
 PP0337
 PP0337                         *CURRENT SURVEY CONTROL
 PP0337  ___________________________________________________________________
 PP0337* NAD 83(1986)-  44 11 19.     (N)    092 35 10.     (W)     SCALED    
 PP0337* NAVD 88     -       312.155  (meters)    1024.13   (feet)  ADJUSTED  
 PP0337  ___________________________________________________________________
 PP0337  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 PP0337  DYNAMIC HT  -         312.097 (meters)    1023.94  (feet)  COMP
 PP0337  MODELED GRAV-     980,426.3   (mgal)                       NAVD 88
 PP0337
 PP0337  VERT ORDER  -  SECOND    CLASS 0
 PP0337
 PP0337.The horizontal coordinates were scaled from a topographic map and have
 PP0337.an estimated accuracy of +/- 6 seconds.
 PP0337
 PP0337.The orthometric height was determined by differential leveling
 PP0337.and adjusted by the National Geodetic Survey in June 1991..
 PP0337
 PP0337.The geoid height was determined by GEOID03.
 PP0337
 PP0337.The dynamic height is computed by dividing the NAVD 88
 PP0337.geopotential number by the normal gravity value computed on the
 PP0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0337.degrees latitude (g = 980.6199 gals.).
 PP0337
 PP0337.The modeled gravity was interpolated from observed gravity values.
 PP0337
 PP0337;                    North         East    Units  Estimated Accuracy
 PP0337;SPC MN S     -   233,050.      913,030.      MT  (+/- 180 meters Scaled)
 PP0337
 PP0337                          SUPERSEDED SURVEY CONTROL
 PP0337
 PP0337  NGVD 29 (??/??/92)  312.125  (m)         1024.03   (f) ADJ UNCH    2 0
 PP0337
 PP0337.Superseded values are not recommended for survey control.
 PP0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0337.See file dsdata.txt to determine how the superseded data were derived.
 PP0337
 PP0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ330929(NAD 83)
 PP0337_MARKER: DD = SURVEY DISK
 PP0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0337_STAMPING: 5508 C 1959 1023
 PP0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0337+STABILITY: SURFACE MOTION
 PP0337
 PP0337  HISTORY     - Date     Condition        Report By
 PP0337  HISTORY     - 1959     MONUMENTED       MNDT
 PP0337  HISTORY     - 1972     GOOD             MNDT
 PP0337
 PP0337                          STATION DESCRIPTION
 PP0337
 PP0337'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0337'2.9 MI NW FROM ORONOCO.
 PP0337'MARK IS LOCATED 0.75 MILES WEST ALONG COUNTY ROAD 12 FROM THE JUNCTION
 PP0337'OF COUNTY ROAD 12 AND COUNTY ROAD 18 IN ORONOCO, THENCE 2.3 MILES
 PP0337'NORTHWEST ALONG T.H. 52, 100 FEET NORTHWEST OF THE CENTERLINE OF THE
 PP0337'NORTHBOUND LAND OF T.H. 52 AT MILE POINT 68.5 (STA. 1651+75), ABOUT
 PP0337'400 FEET SOUTHEAST OF A GROUP OF MOBILE HOMES LOCATED ON THE SOUTHWEST
 PP0337'SIDE OF THE HIGHWAY, 2 FEET WEST OF A NORTH-SOUTH FENCE LINE, 0.3 FEET
 PP0337'WEST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE
 PP0337'MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 2, T 108N, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0336 ***********************************************************************
 PP0336  DESIGNATION -  5508 D
 PP0336  PID         -  PP0336
 PP0336  STATE/COUNTY-  MN/OLMSTED
 PP0336  USGS QUAD   -  ORONOCO (1980)
 PP0336
 PP0336                         *CURRENT SURVEY CONTROL
 PP0336  ___________________________________________________________________
 PP0336* NAD 83(1986)-  44 11 10.     (N)    092 34 51.     (W)     SCALED    
 PP0336* NAVD 88     -       309.119  (meters)    1014.17   (feet)  ADJUSTED  
 PP0336  ___________________________________________________________________
 PP0336  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 PP0336  DYNAMIC HT  -         309.062 (meters)    1013.98  (feet)  COMP
 PP0336  MODELED GRAV-     980,426.7   (mgal)                       NAVD 88
 PP0336
 PP0336  VERT ORDER  -  SECOND    CLASS 0
 PP0336
 PP0336.The horizontal coordinates were scaled from a topographic map and have
 PP0336.an estimated accuracy of +/- 6 seconds.
 PP0336
 PP0336.The orthometric height was determined by differential leveling
 PP0336.and adjusted by the National Geodetic Survey in June 1991..
 PP0336
 PP0336.The geoid height was determined by GEOID03.
 PP0336
 PP0336.The dynamic height is computed by dividing the NAVD 88
 PP0336.geopotential number by the normal gravity value computed on the
 PP0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0336.degrees latitude (g = 980.6199 gals.).
 PP0336
 PP0336.The modeled gravity was interpolated from observed gravity values.
 PP0336
 PP0336;                    North         East    Units  Estimated Accuracy
 PP0336;SPC MN S     -   232,780.      913,460.      MT  (+/- 180 meters Scaled)
 PP0336
 PP0336                          SUPERSEDED SURVEY CONTROL
 PP0336
 PP0336  NGVD 29 (??/??/92)  309.089  (m)         1014.07   (f) ADJ UNCH    2 0
 PP0336
 PP0336.Superseded values are not recommended for survey control.
 PP0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0336.See file dsdata.txt to determine how the superseded data were derived.
 PP0336
 PP0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ335926(NAD 83)
 PP0336_MARKER: DD = SURVEY DISK
 PP0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0336_SP_SET: CULVERT
 PP0336_STAMPING: 5508 E 1959 1014
 PP0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0336
 PP0336  HISTORY     - Date     Condition        Report By
 PP0336  HISTORY     - 1959     MONUMENTED       MNDT
 PP0336  HISTORY     - 1972     GOOD             MNDT
 PP0336
 PP0336                          STATION DESCRIPTION
 PP0336
 PP0336'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0336'2.6 MI NW FROM ORONOCO.
 PP0336'MARK IS LOCATED 0.75 MILES WEST ALONG COUNTY ROAD 12 FROM THE JUNCTION
 PP0336'OF COUNTY ROAD 12 AND COUNTY ROAD 18 IN ORONOCO, THENCE 2.0 MILES
 PP0336'NORTHWEST ALONG T.H. 52, IN THE SOUTHEAST CORNER OF A TWIN BOX CULVERT
 PP0336'UNDER T.H. 52 NORTHBOUND AT MILE POINT 68.2 (STA. 1666+50) 30 FEET
 PP0336'NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE AND 1 FOOT LOWER
 PP0336'THAN THE ROADWAY.  SE 1/4 SECTION 2, T 108N, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0335 ***********************************************************************
 PP0335  DESIGNATION -  5508 E
 PP0335  PID         -  PP0335
 PP0335  STATE/COUNTY-  MN/OLMSTED
 PP0335  USGS QUAD   -  ORONOCO (1980)
 PP0335
 PP0335                         *CURRENT SURVEY CONTROL
 PP0335  ___________________________________________________________________
 PP0335* NAD 83(1986)-  44 10 59.     (N)    092 34 35.     (W)     SCALED    
 PP0335* NAVD 88     -       312.627  (meters)    1025.68   (feet)  ADJUSTED  
 PP0335  ___________________________________________________________________
 PP0335  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 PP0335  DYNAMIC HT  -         312.570 (meters)    1025.49  (feet)  COMP
 PP0335  MODELED GRAV-     980,426.8   (mgal)                       NAVD 88
 PP0335
 PP0335  VERT ORDER  -  SECOND    CLASS 0
 PP0335
 PP0335.The horizontal coordinates were scaled from a topographic map and have
 PP0335.an estimated accuracy of +/- 6 seconds.
 PP0335
 PP0335.The orthometric height was determined by differential leveling
 PP0335.and adjusted by the National Geodetic Survey in June 1991..
 PP0335
 PP0335.The geoid height was determined by GEOID03.
 PP0335
 PP0335.The dynamic height is computed by dividing the NAVD 88
 PP0335.geopotential number by the normal gravity value computed on the
 PP0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0335.degrees latitude (g = 980.6199 gals.).
 PP0335
 PP0335.The modeled gravity was interpolated from observed gravity values.
 PP0335
 PP0335;                    North         East    Units  Estimated Accuracy
 PP0335;SPC MN S     -   232,440.      913,820.      MT  (+/- 180 meters Scaled)
 PP0335
 PP0335                          SUPERSEDED SURVEY CONTROL
 PP0335
 PP0335  NGVD 29 (??/??/92)  312.598  (m)         1025.58   (f) ADJ UNCH    2 0
 PP0335
 PP0335.Superseded values are not recommended for survey control.
 PP0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0335.See file dsdata.txt to determine how the superseded data were derived.
 PP0335
 PP0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ338922(NAD 83)
 PP0335_MARKER: DD = SURVEY DISK
 PP0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0335_STAMPING: 5508 E 1959 1025
 PP0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0335+STABILITY: SURFACE MOTION
 PP0335
 PP0335  HISTORY     - Date     Condition        Report By
 PP0335  HISTORY     - 1959     MONUMENTED       MNDT
 PP0335  HISTORY     - 1972     GOOD             MNDT
 PP0335
 PP0335                          STATION DESCRIPTION
 PP0335
 PP0335'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0335'2.3 MI NW FROM ORONOCO.
 PP0335'MARK IS LOCATED 0.75 MILES WEST ALONG COUNTY ROAD 12 FROM THE JUNCTION
 PP0335'OF COUNTY ROAD 12 AND COUNTY ROAD 18 IN ORONOCO, THENCE 1.8 MILES
 PP0335'NORTHWEST ALONG T.H. 52, 100 FEET NORTHEAST OF THE CENTERLINE OF THE
 PP0335'NORTHBOUND LANE OF T.H. 52 AT MILE POINT 67.90 (STA. 1684+00), 40 FEET
 PP0335'NORTH OF AN UNDERGROUND CABLE CROSSING MARKER, 4 FEET WEST OF A
 PP0335'NORTH-SOUTH FENCE LINE, 0.4 FEET WEST OF A STEEL WITNESS POST, IN THE
 PP0335'TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET 6 FEET LOWER THAN THE
 PP0335'ROADWAY AND FLUSH WITH THE GROUND.  SW 1/4 SECTION 1, T 108N, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0334 ***********************************************************************
 PP0334  DESIGNATION -  5508 F
 PP0334  PID         -  PP0334
 PP0334  STATE/COUNTY-  MN/OLMSTED
 PP0334  USGS QUAD   -  ORONOCO (1980)
 PP0334
 PP0334                         *CURRENT SURVEY CONTROL
 PP0334  ___________________________________________________________________
 PP0334* NAD 83(1986)-  44 10 46.     (N)    092 34 15.     (W)     SCALED    
 PP0334* NAVD 88     -       309.824  (meters)    1016.48   (feet)  ADJUSTED  
 PP0334  ___________________________________________________________________
 PP0334  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 PP0334  DYNAMIC HT  -         309.767 (meters)    1016.29  (feet)  COMP
 PP0334  MODELED GRAV-     980,427.0   (mgal)                       NAVD 88
 PP0334
 PP0334  VERT ORDER  -  SECOND    CLASS 0
 PP0334
 PP0334.The horizontal coordinates were scaled from a topographic map and have
 PP0334.an estimated accuracy of +/- 6 seconds.
 PP0334
 PP0334.The orthometric height was determined by differential leveling
 PP0334.and adjusted by the National Geodetic Survey in June 1991..
 PP0334
 PP0334.The geoid height was determined by GEOID03.
 PP0334
 PP0334.The dynamic height is computed by dividing the NAVD 88
 PP0334.geopotential number by the normal gravity value computed on the
 PP0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0334.degrees latitude (g = 980.6199 gals.).
 PP0334
 PP0334.The modeled gravity was interpolated from observed gravity values.
 PP0334
 PP0334;                    North         East    Units  Estimated Accuracy
 PP0334;SPC MN S     -   232,050.      914,270.      MT  (+/- 180 meters Scaled)
 PP0334
 PP0334                          SUPERSEDED SURVEY CONTROL
 PP0334
 PP0334  NGVD 29 (??/??/92)  309.796  (m)         1016.39   (f) ADJ UNCH    2 0
 PP0334
 PP0334.Superseded values are not recommended for survey control.
 PP0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0334.See file dsdata.txt to determine how the superseded data were derived.
 PP0334
 PP0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ343918(NAD 83)
 PP0334_MARKER: DD = SURVEY DISK
 PP0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0334_SP_SET: CULVERT
 PP0334_STAMPING: 5508 F 1959 1016
 PP0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0334
 PP0334  HISTORY     - Date     Condition        Report By
 PP0334  HISTORY     - 1959     MONUMENTED       MNDT
 PP0334  HISTORY     - 1972     GOOD             MNDT
 PP0334
 PP0334                          STATION DESCRIPTION
 PP0334
 PP0334'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0334'1.9 MI NW FROM ORONOCO.
 PP0334'MARK IS LOCATED 0.75 MILES WEST ALONG COUNTY ROAD 12 FROM THE JUNCTION
 PP0334'OF COUNTY ROAD 12 AND COUNTY ROAD 18 IN ORONOCO, THENCE 1.3 MILES
 PP0334'NORTHWEST ALONG T.H. 52, AT MILE POINT 67.55 (STA. 1704+10), IN THE
 PP0334'SOUTHEAST CORNER OF A BOX CULVERT UNDER T.H. 52 NORTHBOUND ABOUT 6
 PP0334'FEET LOWER THAN THE ROADWAY.  NW 1/4 SECTION 12, T 108N, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0151 ***********************************************************************
 PP0151  DESIGNATION -  5508 FF
 PP0151  PID         -  PP0151
 PP0151  STATE/COUNTY-  MN/OLMSTED
 PP0151  USGS QUAD   -  ROCHESTER (1993)
 PP0151
 PP0151                         *CURRENT SURVEY CONTROL
 PP0151  ___________________________________________________________________
 PP0151* NAD 83(1986)-  44 03 23.     (N)    092 29 45.     (W)     SCALED    
 PP0151* NAVD 88     -       323.763  (meters)    1062.21   (feet)  ADJUSTED  
 PP0151  ___________________________________________________________________
 PP0151  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 PP0151  DYNAMIC HT  -         323.700 (meters)    1062.01  (feet)  COMP
 PP0151  MODELED GRAV-     980,416.6   (mgal)                       NAVD 88
 PP0151
 PP0151  VERT ORDER  -  SECOND    CLASS 0
 PP0151
 PP0151.The horizontal coordinates were scaled from a topographic map and have
 PP0151.an estimated accuracy of +/- 6 seconds.
 PP0151
 PP0151.The orthometric height was determined by differential leveling
 PP0151.and adjusted by the National Geodetic Survey in June 1991..
 PP0151
 PP0151.The geoid height was determined by GEOID03.
 PP0151
 PP0151.The dynamic height is computed by dividing the NAVD 88
 PP0151.geopotential number by the normal gravity value computed on the
 PP0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0151.degrees latitude (g = 980.6199 gals.).
 PP0151
 PP0151.The modeled gravity was interpolated from observed gravity values.
 PP0151
 PP0151;                    North         East    Units  Estimated Accuracy
 PP0151;SPC MN S     -   218,490.      920,520.      MT  (+/- 180 meters Scaled)
 PP0151
 PP0151                          SUPERSEDED SURVEY CONTROL
 PP0151
 PP0151  NGVD 29 (??/??/92)  323.739  (m)         1062.13   (f) ADJ UNCH    2 0
 PP0151
 PP0151.Superseded values are not recommended for survey control.
 PP0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0151.See file dsdata.txt to determine how the superseded data were derived.
 PP0151
 PP0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ403782(NAD 83)
 PP0151_MARKER: DD = SURVEY DISK
 PP0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0151_STAMPING: FF 1960 1062.19
 PP0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0151+STABILITY: SURFACE MOTION
 PP0151
 PP0151  HISTORY     - Date     Condition        Report By
 PP0151  HISTORY     - 1960     MONUMENTED       MNDT
 PP0151  HISTORY     - 1970     GOOD             MNDT
 PP0151
 PP0151                          STATION DESCRIPTION
 PP0151
 PP0151'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0151'1.9 MI NW FROM ROCHESTER.
 PP0151'MARK IS LOCATED ABOUT 1.9 MILES NORTH OF T.H. 14 (WEST) 0.4 MILES
 PP0151'SOUTH OF 37TH STREET NORTHWEST, 155 FEET WEST OF T.H. 52 NORTHBOUND
 PP0151'CENTERLINE STATION 2235+58, 80 FEET WEST OF T.H. 52 SOUTHBOUND
 PP0151'CENTERLINE STATION 2235+59, 54 FEET NORTHEAST OF A 24 INCH ELM TREE,
 PP0151'32 FEET EAST OF THE WEST FRONTAGE ROAD, 20 FEET EAST OF A FENCE, 1
 PP0151'FOOT EAST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST
 PP0151'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  NW 1/4 SECTION
 PP0151'22, T 107N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0333 ***********************************************************************
 PP0333  DESIGNATION -  5508 G
 PP0333  PID         -  PP0333
 PP0333  STATE/COUNTY-  MN/OLMSTED
 PP0333  USGS QUAD   -  ORONOCO (1980)
 PP0333
 PP0333                         *CURRENT SURVEY CONTROL
 PP0333  ___________________________________________________________________
 PP0333* NAD 83(1986)-  44 10 29.     (N)    092 33 52.     (W)     SCALED    
 PP0333* NAVD 88     -       308.359  (meters)    1011.67   (feet)  ADJUSTED  
 PP0333  ___________________________________________________________________
 PP0333  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 PP0333  DYNAMIC HT  -         308.303 (meters)    1011.49  (feet)  COMP
 PP0333  MODELED GRAV-     980,427.2   (mgal)                       NAVD 88
 PP0333
 PP0333  VERT ORDER  -  SECOND    CLASS 0
 PP0333
 PP0333.The horizontal coordinates were scaled from a topographic map and have
 PP0333.an estimated accuracy of +/- 6 seconds.
 PP0333
 PP0333.The orthometric height was determined by differential leveling
 PP0333.and adjusted by the National Geodetic Survey in June 1991..
 PP0333
 PP0333.The geoid height was determined by GEOID03.
 PP0333
 PP0333.The dynamic height is computed by dividing the NAVD 88
 PP0333.geopotential number by the normal gravity value computed on the
 PP0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0333.degrees latitude (g = 980.6199 gals.).
 PP0333
 PP0333.The modeled gravity was interpolated from observed gravity values.
 PP0333
 PP0333;                    North         East    Units  Estimated Accuracy
 PP0333;SPC MN S     -   231,530.      914,790.      MT  (+/- 180 meters Scaled)
 PP0333
 PP0333                          SUPERSEDED SURVEY CONTROL
 PP0333
 PP0333  NGVD 29 (??/??/92)  308.331  (m)         1011.58   (f) ADJ UNCH    2 0
 PP0333
 PP0333.Superseded values are not recommended for survey control.
 PP0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0333.See file dsdata.txt to determine how the superseded data were derived.
 PP0333
 PP0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ348913(NAD 83)
 PP0333_MARKER: DD = SURVEY DISK
 PP0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0333_SP_SET: CULVERT
 PP0333_STAMPING: 5508 G 1959 1011
 PP0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0333
 PP0333  HISTORY     - Date     Condition        Report By
 PP0333  HISTORY     - 1959     MONUMENTED       MNDT
 PP0333  HISTORY     - 1972     GOOD             MNDT
 PP0333
 PP0333                          STATION DESCRIPTION
 PP0333
 PP0333'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0333'1.5 MI NW FROM ORONOCO.
 PP0333'MARK IS LOCATED 0.7 MILES WEST ALONG COUNTY ROAD 12 FROM THE JUNCTION
 PP0333'OF COUNTY ROAD 12 AND COUNTY ROAD 18 IN ORONOCO, THENCE 0.75 MILES
 PP0333'NORTHWEST ALONG T.H. 52, IN THE MEDIAN OF T.H. 52, AT MILE POINT 67.15
 PP0333'(STA. 1727+00), IN THE SOUTHEAST CORNER OF A BOX CULVERT UNDER T.H. 52
 PP0333'SOUTHBOUND, ABOUT 2 FEET LOWER THAN THE ROADWAY.  NE 1/4 SECTION 12, T
 PP0333'108N, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0332 ***********************************************************************
 PP0332  DESIGNATION -  5508 H
 PP0332  PID         -  PP0332
 PP0332  STATE/COUNTY-  MN/OLMSTED
 PP0332  USGS QUAD   -  ORONOCO (1980)
 PP0332
 PP0332                         *CURRENT SURVEY CONTROL
 PP0332  ___________________________________________________________________
 PP0332* NAD 83(1986)-  44 10 20.     (N)    092 33 30.     (W)     SCALED    
 PP0332* NAVD 88     -       296.539  (meters)     972.89   (feet)  ADJUSTED  
 PP0332  ___________________________________________________________________
 PP0332  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 PP0332  DYNAMIC HT  -         296.485 (meters)     972.72  (feet)  COMP
 PP0332  MODELED GRAV-     980,427.7   (mgal)                       NAVD 88
 PP0332
 PP0332  VERT ORDER  -  SECOND    CLASS 0
 PP0332
 PP0332.The horizontal coordinates were scaled from a topographic map and have
 PP0332.an estimated accuracy of +/- 6 seconds.
 PP0332
 PP0332.The orthometric height was determined by differential leveling
 PP0332.and adjusted by the National Geodetic Survey in June 1991..
 PP0332
 PP0332.The geoid height was determined by GEOID03.
 PP0332
 PP0332.The dynamic height is computed by dividing the NAVD 88
 PP0332.geopotential number by the normal gravity value computed on the
 PP0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0332.degrees latitude (g = 980.6199 gals.).
 PP0332
 PP0332.The modeled gravity was interpolated from observed gravity values.
 PP0332
 PP0332;                    North         East    Units  Estimated Accuracy
 PP0332;SPC MN S     -   231,260.      915,280.      MT  (+/- 180 meters Scaled)
 PP0332
 PP0332                          SUPERSEDED SURVEY CONTROL
 PP0332
 PP0332  NGVD 29 (??/??/92)  296.512  (m)          972.81   (f) ADJ UNCH    2 0
 PP0332
 PP0332.Superseded values are not recommended for survey control.
 PP0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0332.See file dsdata.txt to determine how the superseded data were derived.
 PP0332
 PP0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ353910(NAD 83)
 PP0332_MARKER: DD = SURVEY DISK
 PP0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0332_SP_SET: CULVERT
 PP0332_STAMPING: 5508 H 1959 972
 PP0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0332
 PP0332  HISTORY     - Date     Condition        Report By
 PP0332  HISTORY     - 1959     MONUMENTED       MNDT
 PP0332  HISTORY     - 1972     GOOD             MNDT
 PP0332
 PP0332                          STATION DESCRIPTION
 PP0332
 PP0332'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0332'1.2 MI NW FROM ORONOCO.
 PP0332'MARK IS LOCATED 0.75 MILES WEST ALONG COUNTY ROAD 12 FROM THE JUNCTION
 PP0332'OF COUNTY ROAD 18 AND COUNTY ROAD 12 IN ORONOCO, THENCE 0.5 MILES
 PP0332'NORTHWEST ALONG T.H. 52, AT MILE POINT 66.8, IN THE SOUTHEAST CORNER
 PP0332'OF A BOX CULVERT UNDER T.H. 52 NORTHBOUND, 150 FEET NORTHWEST OF A
 PP0332'TOWNSHIP ROAD LEADING NORTH, AND ABOUT 4 FEET LOWER THAN THE ROADWAY.
 PP0332'SE 1/4 SECTION 12, T 108N, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0328 ***********************************************************************
 PP0328  DESIGNATION -  5508 I
 PP0328  PID         -  PP0328
 PP0328  STATE/COUNTY-  MN/OLMSTED
 PP0328  USGS QUAD   -  ORONOCO (1980)
 PP0328
 PP0328                         *CURRENT SURVEY CONTROL
 PP0328  ___________________________________________________________________
 PP0328* NAD 83(1986)-  44 10 13.     (N)    092 33 04.     (W)     SCALED    
 PP0328* NAVD 88     -       297.063  (meters)     974.61   (feet)  ADJUSTED  
 PP0328  ___________________________________________________________________
 PP0328  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 PP0328  DYNAMIC HT  -         297.009 (meters)     974.44  (feet)  COMP
 PP0328  MODELED GRAV-     980,428.5   (mgal)                       NAVD 88
 PP0328
 PP0328  VERT ORDER  -  SECOND    CLASS 0
 PP0328
 PP0328.The horizontal coordinates were scaled from a topographic map and have
 PP0328.an estimated accuracy of +/- 6 seconds.
 PP0328
 PP0328.The orthometric height was determined by differential leveling
 PP0328.and adjusted by the National Geodetic Survey in June 1991..
 PP0328
 PP0328.The geoid height was determined by GEOID03.
 PP0328
 PP0328.The dynamic height is computed by dividing the NAVD 88
 PP0328.geopotential number by the normal gravity value computed on the
 PP0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0328.degrees latitude (g = 980.6199 gals.).
 PP0328
 PP0328.The modeled gravity was interpolated from observed gravity values.
 PP0328
 PP0328;                    North         East    Units  Estimated Accuracy
 PP0328;SPC MN S     -   231,060.      915,860.      MT  (+/- 180 meters Scaled)
 PP0328
 PP0328                          SUPERSEDED SURVEY CONTROL
 PP0328
 PP0328  NGVD 29 (??/??/92)  297.036  (m)          974.53   (f) ADJ UNCH    2 0
 PP0328
 PP0328.Superseded values are not recommended for survey control.
 PP0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0328.See file dsdata.txt to determine how the superseded data were derived.
 PP0328
 PP0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ358908(NAD 83)
 PP0328_MARKER: DD = SURVEY DISK
 PP0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0328_STAMPING: 5508 I 1959 974
 PP0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0328+STABILITY: SURFACE MOTION
 PP0328
 PP0328  HISTORY     - Date     Condition        Report By
 PP0328  HISTORY     - 1959     MONUMENTED       MNDT
 PP0328  HISTORY     - 1972     GOOD             MNDT
 PP0328
 PP0328                          STATION DESCRIPTION
 PP0328
 PP0328'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0328'0.8 MI W FROM ORONOCO.
 PP0328'MARK IS LOCATED 0.75 MILES WEST ALONG COUNTY ROAD 12 FROM THE JUNCTION
 PP0328'OF COUNTY ROAD 12 AND COUNTY ROAD 18 IN ORONOCO, THENCE 0.1 MILE
 PP0328'NORTHWEST ALONG T.H. 52, 100 FEET NORTHEAST OF THE CENTERLINE OF THE
 PP0328'NORTHBOUND LANE OF T.H. 52 AT MILE POINT 66.35, 120 FEET SOUTH OF A
 PP0328'POWER POLE, 10 FEET WEST OF THE CENTER OF A DRIVEWAY, 0.3 FEET WEST OF
 PP0328'A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT
 PP0328'SET 6 FEET HIGHER THAN THE ROADWAY AND FLUSH WITH THE GROUND. SW 1/4
 PP0328'SECTION 7, T 108N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0329 ***********************************************************************
 PP0329  DESIGNATION -  5508 I 1
 PP0329  PID         -  PP0329
 PP0329  STATE/COUNTY-  MN/OLMSTED
 PP0329  USGS QUAD   -  ORONOCO (1980)
 PP0329
 PP0329                         *CURRENT SURVEY CONTROL
 PP0329  ___________________________________________________________________
 PP0329* NAD 83(1986)-  44 10 08.     (N)    092 32 55.     (W)     SCALED    
 PP0329* NAVD 88     -       295.387  (meters)     969.12   (feet)  ADJUSTED  
 PP0329  ___________________________________________________________________
 PP0329  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 PP0329  DYNAMIC HT  -         295.334 (meters)     968.94  (feet)  COMP
 PP0329  MODELED GRAV-     980,428.7   (mgal)                       NAVD 88
 PP0329
 PP0329  VERT ORDER  -  SECOND    CLASS 0
 PP0329
 PP0329.The horizontal coordinates were scaled from a topographic map and have
 PP0329.an estimated accuracy of +/- 6 seconds.
 PP0329
 PP0329.The orthometric height was determined by differential leveling
 PP0329.and adjusted by the National Geodetic Survey in June 1991..
 PP0329
 PP0329.The geoid height was determined by GEOID03.
 PP0329
 PP0329.The dynamic height is computed by dividing the NAVD 88
 PP0329.geopotential number by the normal gravity value computed on the
 PP0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0329.degrees latitude (g = 980.6199 gals.).
 PP0329
 PP0329.The modeled gravity was interpolated from observed gravity values.
 PP0329
 PP0329;                    North         East    Units  Estimated Accuracy
 PP0329;SPC MN S     -   230,910.      916,070.      MT  (+/- 180 meters Scaled)
 PP0329
 PP0329                          SUPERSEDED SURVEY CONTROL
 PP0329
 PP0329  NGVD 29 (??/??/92)  295.361  (m)          969.03   (f) ADJ UNCH    2 0
 PP0329
 PP0329.Superseded values are not recommended for survey control.
 PP0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0329.See file dsdata.txt to determine how the superseded data were derived.
 PP0329
 PP0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ360907(NAD 83)
 PP0329_MARKER: DD = SURVEY DISK
 PP0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0329_SP_SET: CULVERT
 PP0329_STAMPING: 5508 I1 1972
 PP0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0329
 PP0329  HISTORY     - Date     Condition        Report By
 PP0329  HISTORY     - 1972     MONUMENTED       MNDT
 PP0329
 PP0329                          STATION DESCRIPTION
 PP0329
 PP0329'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0329'0.6 MI W FROM ORONOCO.
 PP0329'MARK IS LOCATED 0.6 MILES WEST ALONG COUNTY ROAD 12 FROM THE JUNCTION
 PP0329'OF COUNTY ROAD 12 AND COUNTY ROAD 18 IN ORONOCO, ABOUT 250 FEET EAST
 PP0329'OF THE NORTHBOUND LANE OF T.H. 52, 146 FEET WEST OF A T-ROAD LEADING
 PP0329'NORTH, 18 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 12, IN THE
 PP0329'SOUTHEAST CORNER OF A 6 X 8 FOOT CONCRETE BOX CULVERT UNDER COUNTY
 PP0329'ROAD 12, ABOUT 2 FEET LOWER THAN THE COUNTY ROAD.  SE 1/4 SECTION 7, T
 PP0329'108N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0327 ***********************************************************************
 PP0327  DESIGNATION -  5508 J
 PP0327  PID         -  PP0327
 PP0327  STATE/COUNTY-  MN/OLMSTED
 PP0327  USGS QUAD   -  ORONOCO (1980)
 PP0327
 PP0327                         *CURRENT SURVEY CONTROL
 PP0327  ___________________________________________________________________
 PP0327* NAD 83(1986)-  44 09 57.     (N)    092 32 46.     (W)     SCALED    
 PP0327* NAVD 88     -       295.280  (meters)     968.76   (feet)  ADJUSTED  
 PP0327  ___________________________________________________________________
 PP0327  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 PP0327  DYNAMIC HT  -         295.226 (meters)     968.59  (feet)  COMP
 PP0327  MODELED GRAV-     980,428.5   (mgal)                       NAVD 88
 PP0327
 PP0327  VERT ORDER  -  SECOND    CLASS 0
 PP0327
 PP0327.The horizontal coordinates were scaled from a topographic map and have
 PP0327.an estimated accuracy of +/- 6 seconds.
 PP0327
 PP0327.The orthometric height was determined by differential leveling
 PP0327.and adjusted by the National Geodetic Survey in June 1991..
 PP0327
 PP0327.The geoid height was determined by GEOID03.
 PP0327
 PP0327.The dynamic height is computed by dividing the NAVD 88
 PP0327.geopotential number by the normal gravity value computed on the
 PP0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0327.degrees latitude (g = 980.6199 gals.).
 PP0327
 PP0327.The modeled gravity was interpolated from observed gravity values.
 PP0327
 PP0327;                    North         East    Units  Estimated Accuracy
 PP0327;SPC MN S     -   230,570.      916,270.      MT  (+/- 180 meters Scaled)
 PP0327
 PP0327                          SUPERSEDED SURVEY CONTROL
 PP0327
 PP0327  NGVD 29 (??/??/92)  295.254  (m)          968.68   (f) ADJ UNCH    2 0
 PP0327
 PP0327.Superseded values are not recommended for survey control.
 PP0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0327.See file dsdata.txt to determine how the superseded data were derived.
 PP0327
 PP0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ362903(NAD 83)
 PP0327_MARKER: DD = SURVEY DISK
 PP0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0327_SP_SET: BRIDGE
 PP0327_STAMPING: 5508 J 1959 698
 PP0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0327
 PP0327  HISTORY     - Date     Condition        Report By
 PP0327  HISTORY     - 1959     MONUMENTED       MNDT
 PP0327  HISTORY     - 1972     GOOD             MNDT
 PP0327
 PP0327                          STATION DESCRIPTION
 PP0327
 PP0327'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0327'0.5 MI SW FROM ORONOCO.
 PP0327'MARK IS LOCATED 0.75 MILES WEST ALONG COUNTY ROAD 12 FROM THE JUNCTION
 PP0327'OF COUNTY ROAD 12 AND COUNTY ROAD 18 IN ORONOCO, THENCE 0.25 MILES
 PP0327'SOUTHEAST ALONG T.H. 52, AT MILE MARKER 66.0, IN THE SOUTHEAST CORNER
 PP0327'OF BRIDGE NO. 9235, T.H. 52 NORTHBOUND OVER THE ZUMBRO RIVER AT THE
 PP0327'NORTH END OF SHADY LAKE.  SE 1/4 SECTION 7, T 108N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0184 ***********************************************************************
 PP0184  DESIGNATION -  5508 K
 PP0184  PID         -  PP0184
 PP0184  STATE/COUNTY-  MN/OLMSTED
 PP0184  USGS QUAD   -  ORONOCO (1980)
 PP0184
 PP0184                         *CURRENT SURVEY CONTROL
 PP0184  ___________________________________________________________________
 PP0184* NAD 83(1986)-  44 09 37.     (N)    092 32 24.     (W)     SCALED    
 PP0184* NAVD 88     -       293.658  (meters)     963.44   (feet)  ADJUSTED  
 PP0184  ___________________________________________________________________
 PP0184  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 PP0184  DYNAMIC HT  -         293.604 (meters)     963.27  (feet)  COMP
 PP0184  MODELED GRAV-     980,428.5   (mgal)                       NAVD 88
 PP0184
 PP0184  VERT ORDER  -  SECOND    CLASS 0
 PP0184
 PP0184.The horizontal coordinates were scaled from a topographic map and have
 PP0184.an estimated accuracy of +/- 6 seconds.
 PP0184
 PP0184.The orthometric height was determined by differential leveling
 PP0184.and adjusted by the National Geodetic Survey in June 1991..
 PP0184
 PP0184.The geoid height was determined by GEOID03.
 PP0184
 PP0184.The dynamic height is computed by dividing the NAVD 88
 PP0184.geopotential number by the normal gravity value computed on the
 PP0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0184.degrees latitude (g = 980.6199 gals.).
 PP0184
 PP0184.The modeled gravity was interpolated from observed gravity values.
 PP0184
 PP0184;                    North         East    Units  Estimated Accuracy
 PP0184;SPC MN S     -   229,960.      916,770.      MT  (+/- 180 meters Scaled)
 PP0184
 PP0184                          SUPERSEDED SURVEY CONTROL
 PP0184
 PP0184  NGVD 29 (??/??/92)  293.633  (m)          963.36   (f) ADJ UNCH    2 0
 PP0184
 PP0184.Superseded values are not recommended for survey control.
 PP0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0184.See file dsdata.txt to determine how the superseded data were derived.
 PP0184
 PP0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ367897(NAD 83)
 PP0184_MARKER: DD = SURVEY DISK
 PP0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0184_SP_SET: BRIDGE
 PP0184_STAMPING: 5508 K 1959 963
 PP0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0184
 PP0184  HISTORY     - Date     Condition        Report By
 PP0184  HISTORY     - 1959     MONUMENTED       MNDT
 PP0184  HISTORY     - 1972     GOOD             MNDT
 PP0184
 PP0184                          STATION DESCRIPTION
 PP0184
 PP0184'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0184'0.7 MI SW FROM ORONOCO.
 PP0184'MARK IS LOCATED 1.1 MILE SOUTH ALONG COUNTY ROAD 18 FROM THE JUNCTION
 PP0184'OF COUNTY ROAD 18 AND COUNTY ROAD 12 IN ORONOCO, THENCE 0.6 MILES
 PP0184'NORTHWEST ALONG T.H. 52, ABOUT 0.75 MILES SOUTHEAST OF THE JUNCTION OF
 PP0184'COUNTY ROAD 12 AND T.H. 52, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 PP0184'9234, T.H. 52 NORTHBOUND OVER THE MIDDLE FORK OF THE ZUMBRO RIVER. NE
 PP0184'1/4 SECTION 18, T 108N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0183 ***********************************************************************
 PP0183  DESIGNATION -  5508 L
 PP0183  PID         -  PP0183
 PP0183  STATE/COUNTY-  MN/OLMSTED
 PP0183  USGS QUAD   -  ORONOCO (1980)
 PP0183
 PP0183                         *CURRENT SURVEY CONTROL
 PP0183  ___________________________________________________________________
 PP0183* NAD 83(1986)-  44 09 26.     (N)    092 32 11.     (W)     SCALED    
 PP0183* NAVD 88     -       299.841  (meters)     983.73   (feet)  ADJUSTED  
 PP0183  ___________________________________________________________________
 PP0183  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 PP0183  DYNAMIC HT  -         299.787 (meters)     983.55  (feet)  COMP
 PP0183  MODELED GRAV-     980,428.5   (mgal)                       NAVD 88
 PP0183
 PP0183  VERT ORDER  -  SECOND    CLASS 0
 PP0183
 PP0183.The horizontal coordinates were scaled from a topographic map and have
 PP0183.an estimated accuracy of +/- 6 seconds.
 PP0183
 PP0183.The orthometric height was determined by differential leveling
 PP0183.and adjusted by the National Geodetic Survey in June 1991..
 PP0183
 PP0183.The geoid height was determined by GEOID03.
 PP0183
 PP0183.The dynamic height is computed by dividing the NAVD 88
 PP0183.geopotential number by the normal gravity value computed on the
 PP0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0183.degrees latitude (g = 980.6199 gals.).
 PP0183
 PP0183.The modeled gravity was interpolated from observed gravity values.
 PP0183
 PP0183;                    North         East    Units  Estimated Accuracy
 PP0183;SPC MN S     -   229,630.      917,070.      MT  (+/- 180 meters Scaled)
 PP0183
 PP0183                          SUPERSEDED SURVEY CONTROL
 PP0183
 PP0183  NGVD 29 (??/??/92)  299.816  (m)          983.65   (f) ADJ UNCH    2 0
 PP0183
 PP0183.Superseded values are not recommended for survey control.
 PP0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0183.See file dsdata.txt to determine how the superseded data were derived.
 PP0183
 PP0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ370894(NAD 83)
 PP0183_MARKER: DD = SURVEY DISK
 PP0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0183_STAMPING: 5508L 1959 983
 PP0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0183+STABILITY: SURFACE MOTION
 PP0183
 PP0183  HISTORY     - Date     Condition        Report By
 PP0183  HISTORY     - 1959     MONUMENTED       MNDT
 PP0183  HISTORY     - 1972     GOOD             MNDT
 PP0183
 PP0183                          STATION DESCRIPTION
 PP0183
 PP0183'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0183'0.9 MI S FROM ORONOCO.
 PP0183'MARK IS LOCATED 1.1 MILES SOUTH ALONG COUNTY ROAD 18 FROM THE JUNCTION
 PP0183'OF COUNTY ROAD 18 AND COUNTY ROAD 12 IN ORONOCO, THENCE 0.3 MILES
 PP0183'NORTHWEST ALONG T.H. 52, 100 FEET NORTHEAST OF THE CENTERLINE OF THE
 PP0183'NORTHBOUND LANE OF T.H. 52 AT MILE POINT 65.2 (STA. 1827+00) ABOUT 200
 PP0183'FEET SOUTHWEST OF A GROUP OF FARM BUILDINGS, 1 FOOT WEST OF A
 PP0183'NORTH-SOUTH FENCE LINE, 0.8 FEET WEST OF A STEEL WITNESS POST, IN THE
 PP0183'TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET 2 FEET HIGHER THAN THE
 PP0183'ROADWAY AND PROJECTING 1 INCH ABOVE THE GROUND.  SW 1/4 SECTION 17, T
 PP0183'108N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7917 ***********************************************************************
 DH7917  DESIGNATION -  5508 LL
 DH7917  PID         -  DH7917
 DH7917  STATE/COUNTY-  MN/OLMSTED
 DH7917  USGS QUAD   -  ROCHESTER (1993)
 DH7917
 DH7917                         *CURRENT SURVEY CONTROL
 DH7917  ___________________________________________________________________
 DH7917* NAD 83(1986)-  44 02 05.     (N)    092 29 14.     (W)     SCALED    
 DH7917* NAVD 88     -       314.125  (meters)    1030.59   (feet)  ADJUSTED  
 DH7917  ___________________________________________________________________
 DH7917  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DH7917  DYNAMIC HT  -         314.064 (meters)    1030.39  (feet)  COMP
 DH7917  MODELED GRAV-     980,414.7   (mgal)                       NAVD 88
 DH7917
 DH7917  VERT ORDER  -  SECOND    CLASS I
 DH7917
 DH7917.The horizontal coordinates were scaled from a topographic map and have
 DH7917.an estimated accuracy of +/- 6 seconds.
 DH7917
 DH7917.The orthometric height was determined by differential leveling
 DH7917.and adjusted by the National Geodetic Survey in March 2006..
 DH7917
 DH7917.The geoid height was determined by GEOID03.
 DH7917
 DH7917.The dynamic height is computed by dividing the NAVD 88
 DH7917.geopotential number by the normal gravity value computed on the
 DH7917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7917.degrees latitude (g = 980.6199 gals.).
 DH7917
 DH7917.The modeled gravity was interpolated from observed gravity values.
 DH7917
 DH7917;                    North         East    Units  Estimated Accuracy
 DH7917;SPC MN S     -   216,090.      921,250.      MT  (+/- 180 meters Scaled)
 DH7917
 DH7917                          SUPERSEDED SURVEY CONTROL
 DH7917
 DH7917.No superseded survey control is available for this station.
 DH7917
 DH7917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ410758(NAD 83)
 DH7917_MARKER: DB = BENCH MARK DISK
 DH7917_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH7917_SP_SET: BRIDGE ABUTMENT
 DH7917_STAMPING: 5508 LL 1960 1030.59
 DH7917_MARK LOGO: MNHD  
 DH7917_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7917+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DH7917
 DH7917  HISTORY     - Date     Condition        Report By
 DH7917  HISTORY     - 1960     MONUMENTED       MNHD
 DH7917  HISTORY     - 20000917 GOOD             MNDT
 DH7917
 DH7917                          STATION DESCRIPTION
 DH7917
 DH7917'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DH7917'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS NEAR NW PART OF
 DH7917'ROCHESTER, 0.07 MI (0.11 KM) NORTH ON TH 52 FROM JCT OF TH 14 WEST AND
 DH7917'TH 52 IN ROCHESTER, IN ABUT AT SE COR OF SB TH 52 BRDG 9068 OVER 7TH
 DH7917'ST, 41 FT (12.5 M) WEST OF NB TH 52, AT TH 52 STA 2328+89.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0182 ***********************************************************************
 PP0182  DESIGNATION -  5508 M
 PP0182  PID         -  PP0182
 PP0182  STATE/COUNTY-  MN/OLMSTED
 PP0182  USGS QUAD   -  ORONOCO (1980)
 PP0182
 PP0182                         *CURRENT SURVEY CONTROL
 PP0182  ___________________________________________________________________
 PP0182* NAD 83(1986)-  44 09 09.     (N)    092 31 58.     (W)     SCALED    
 PP0182* NAVD 88     -       297.650  (meters)     976.54   (feet)  ADJUSTED  
 PP0182  ___________________________________________________________________
 PP0182  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 PP0182  DYNAMIC HT  -         297.596 (meters)     976.36  (feet)  COMP
 PP0182  MODELED GRAV-     980,428.2   (mgal)                       NAVD 88
 PP0182
 PP0182  VERT ORDER  -  SECOND    CLASS 0
 PP0182
 PP0182.The horizontal coordinates were scaled from a topographic map and have
 PP0182.an estimated accuracy of +/- 6 seconds.
 PP0182
 PP0182.The orthometric height was determined by differential leveling
 PP0182.and adjusted by the National Geodetic Survey in June 1991..
 PP0182
 PP0182.The geoid height was determined by GEOID03.
 PP0182
 PP0182.The dynamic height is computed by dividing the NAVD 88
 PP0182.geopotential number by the normal gravity value computed on the
 PP0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0182.degrees latitude (g = 980.6199 gals.).
 PP0182
 PP0182.The modeled gravity was interpolated from observed gravity values.
 PP0182
 PP0182;                    North         East    Units  Estimated Accuracy
 PP0182;SPC MN S     -   229,110.      917,370.      MT  (+/- 180 meters Scaled)
 PP0182
 PP0182                          SUPERSEDED SURVEY CONTROL
 PP0182
 PP0182  NGVD 29 (??/??/92)  297.625  (m)          976.46   (f) ADJ UNCH    2 0
 PP0182
 PP0182.Superseded values are not recommended for survey control.
 PP0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0182.See file dsdata.txt to determine how the superseded data were derived.
 PP0182
 PP0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ373889(NAD 83)
 PP0182_MARKER: DD = SURVEY DISK
 PP0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0182_SP_SET: CULVERT
 PP0182_STAMPING: 5508 M 1959 976
 PP0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0182
 PP0182  HISTORY     - Date     Condition        Report By
 PP0182  HISTORY     - 1959     MONUMENTED       MNDT
 PP0182  HISTORY     - 1972     GOOD             MNDT
 PP0182
 PP0182                          STATION DESCRIPTION
 PP0182
 PP0182'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0182'1.2 MI S FROM ORONOCO.
 PP0182'MARK IS LOCATED 1.1 MILES SOUTH ALONG COUNTY ROAD 18 FROM THE JUNCTION
 PP0182'OF COUNTY ROAD 18 AND COUNTY ROAD 12 IN ORONOCO, THENCE 0.1 MILE SOUTH
 PP0182'ALONG T.H. 52, 0.1 MILE NORTH OF A TOWNSHIP ROAD INTERSECTION (T-ROAD
 PP0182'EAST), 50 FEET NORTHWEST OF AN ADVERTISING SIGN (AUTO PARTS), 170 FEET
 PP0182'NORTHWEST OF AN INFORMATION SIGN (ORONOCO, POPULATION 564), IN THE
 PP0182'SOUTHWEST CORNER OF A TWIN BOX CULVERT UNDER T.H. 52 AT MILE POINT
 PP0182'64.8.  SW 1/4 SECTION 17, T 108N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7918 ***********************************************************************
 DH7918  DESIGNATION -  5508 MM 1
 DH7918  PID         -  DH7918
 DH7918  STATE/COUNTY-  MN/OLMSTED
 DH7918  USGS QUAD   -  ROCHESTER (1993)
 DH7918
 DH7918                         *CURRENT SURVEY CONTROL
 DH7918  ___________________________________________________________________
 DH7918* NAD 83(1986)-  44 01 58.     (N)    092 29 17.     (W)     SCALED    
 DH7918* NAVD 88     -       314.384  (meters)    1031.44   (feet)  ADJUSTED  
 DH7918  ___________________________________________________________________
 DH7918  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DH7918  DYNAMIC HT  -         314.322 (meters)    1031.24  (feet)  COMP
 DH7918  MODELED GRAV-     980,414.1   (mgal)                       NAVD 88
 DH7918
 DH7918  VERT ORDER  -  SECOND    CLASS I
 DH7918
 DH7918.The horizontal coordinates were scaled from a topographic map and have
 DH7918.an estimated accuracy of +/- 6 seconds.
 DH7918
 DH7918.The orthometric height was determined by differential leveling
 DH7918.and adjusted by the National Geodetic Survey in March 2006..
 DH7918.No vertical observational check was made to the station.
 DH7918
 DH7918.The geoid height was determined by GEOID03.
 DH7918
 DH7918.The dynamic height is computed by dividing the NAVD 88
 DH7918.geopotential number by the normal gravity value computed on the
 DH7918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7918.degrees latitude (g = 980.6199 gals.).
 DH7918
 DH7918.The modeled gravity was interpolated from observed gravity values.
 DH7918
 DH7918;                    North         East    Units  Estimated Accuracy
 DH7918;SPC MN S     -   215,880.      921,190.      MT  (+/- 180 meters Scaled)
 DH7918
 DH7918                          SUPERSEDED SURVEY CONTROL
 DH7918
 DH7918.No superseded survey control is available for this station.
 DH7918
 DH7918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ410756(NAD 83)
 DH7918_MARKER: DB = BENCH MARK DISK
 DH7918_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH7918_SP_SET: BRIDGE ABUTMENT
 DH7918_STAMPING: 5508 MM 1
 DH7918_MARK LOGO: MNDT  
 DH7918_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7918_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7918+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 DH7918
 DH7918  HISTORY     - Date     Condition        Report By
 DH7918  HISTORY     - 1978     MONUMENTED       MNDT
 DH7918  HISTORY     - 20000920 GOOD             MNDT
 DH7918
 DH7918                          STATION DESCRIPTION
 DH7918
 DH7918'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DH7918'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN NW PART OF
 DH7918'ROCHESTER, IN ABUT AT NE COR OF NB TH 52 BRDG NO 9069 OVER TH 14, 33.4
 DH7918'FT (10.2 M) EAST OF NB TH 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0181 ***********************************************************************
 PP0181  DESIGNATION -  5508 O
 PP0181  PID         -  PP0181
 PP0181  STATE/COUNTY-  MN/OLMSTED
 PP0181  USGS QUAD   -  ORONOCO (1980)
 PP0181
 PP0181                         *CURRENT SURVEY CONTROL
 PP0181  ___________________________________________________________________
 PP0181* NAD 83(1986)-  44 08 34.     (N)    092 31 38.     (W)     SCALED    
 PP0181* NAVD 88     -       312.182  (meters)    1024.22   (feet)  ADJUSTED  
 PP0181  ___________________________________________________________________
 PP0181  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 PP0181  DYNAMIC HT  -         312.125 (meters)    1024.03  (feet)  COMP
 PP0181  MODELED GRAV-     980,427.2   (mgal)                       NAVD 88
 PP0181
 PP0181  VERT ORDER  -  SECOND    CLASS 0
 PP0181
 PP0181.The horizontal coordinates were scaled from a topographic map and have
 PP0181.an estimated accuracy of +/- 6 seconds.
 PP0181
 PP0181.The orthometric height was determined by differential leveling
 PP0181.and adjusted by the National Geodetic Survey in June 1991..
 PP0181
 PP0181.The geoid height was determined by GEOID03.
 PP0181
 PP0181.The dynamic height is computed by dividing the NAVD 88
 PP0181.geopotential number by the normal gravity value computed on the
 PP0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0181.degrees latitude (g = 980.6199 gals.).
 PP0181
 PP0181.The modeled gravity was interpolated from observed gravity values.
 PP0181
 PP0181;                    North         East    Units  Estimated Accuracy
 PP0181;SPC MN S     -   228,040.      917,830.      MT  (+/- 180 meters Scaled)
 PP0181
 PP0181                          SUPERSEDED SURVEY CONTROL
 PP0181
 PP0181  NGVD 29 (??/??/92)  312.157  (m)         1024.14   (f) ADJ UNCH    2 0
 PP0181
 PP0181.Superseded values are not recommended for survey control.
 PP0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0181.See file dsdata.txt to determine how the superseded data were derived.
 PP0181
 PP0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ378878(NAD 83)
 PP0181_MARKER: DD = SURVEY DISK
 PP0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0181_STAMPING: 5508-O 1959 1024
 PP0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0181+STABILITY: SURFACE MOTION
 PP0181
 PP0181  HISTORY     - Date     Condition        Report By
 PP0181  HISTORY     - 1959     MONUMENTED       MNDT
 PP0181  HISTORY     - 1972     GOOD             MNDT
 PP0181
 PP0181                          STATION DESCRIPTION
 PP0181
 PP0181'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0181'2.0 MI SSE FROM ORONOCO.
 PP0181'MARK IS LOCATED 1.1 MILES SOUTH ALONG COUNTY ROAD 18 FROM THE JUNCTION
 PP0181'OF COUNTY ROAD 18 AND COUNTY ROAD 12 IN ORONOCO, THENCE 0.8 MILES
 PP0181'SOUTH ALONG T.H. 52, AT MILE POINT 64.1, 6 FEET SOUTHEAST OF POWER
 PP0181'POLE NUMBER 36829, 124 FEET NORTH-NORTHWEST OF A 4 INCH APPLE TREE, 1
 PP0181'FOOT WEST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST
 PP0181'CONCRETE MONUMENT SET 3 FEET HIGHER THAN THE ROADWAY AND FLUSH WITH
 PP0181'THE GROUND.  SE 1/4 SECTION 20, T 108N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7916 ***********************************************************************
 DH7916  DESIGNATION -  5508 OO
 DH7916  PID         -  DH7916
 DH7916  STATE/COUNTY-  MN/OLMSTED
 DH7916  USGS QUAD   -  ROCHESTER (1993)
 DH7916
 DH7916                         *CURRENT SURVEY CONTROL
 DH7916  ___________________________________________________________________
 DH7916* NAD 83(1986)-  44 02 00.     (N)    092 29 14.     (W)     SCALED    
 DH7916* NAVD 88     -       312.066  (meters)    1023.84   (feet)  ADJUSTED  
 DH7916  ___________________________________________________________________
 DH7916  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DH7916  DYNAMIC HT  -         312.004 (meters)    1023.63  (feet)  COMP
 DH7916  MODELED GRAV-     980,414.5   (mgal)                       NAVD 88
 DH7916
 DH7916  VERT ORDER  -  SECOND    CLASS I
 DH7916
 DH7916.The horizontal coordinates were scaled from a topographic map and have
 DH7916.an estimated accuracy of +/- 6 seconds.
 DH7916
 DH7916.The orthometric height was determined by differential leveling
 DH7916.and adjusted by the National Geodetic Survey in March 2006..
 DH7916
 DH7916.The geoid height was determined by GEOID03.
 DH7916
 DH7916.The dynamic height is computed by dividing the NAVD 88
 DH7916.geopotential number by the normal gravity value computed on the
 DH7916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7916.degrees latitude (g = 980.6199 gals.).
 DH7916
 DH7916.The modeled gravity was interpolated from observed gravity values.
 DH7916
 DH7916;                    North         East    Units  Estimated Accuracy
 DH7916;SPC MN S     -   215,940.      921,250.      MT  (+/- 180 meters Scaled)
 DH7916
 DH7916                          SUPERSEDED SURVEY CONTROL
 DH7916
 DH7916.No superseded survey control is available for this station.
 DH7916
 DH7916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ410757(NAD 83)
 DH7916_MARKER: DB = BENCH MARK DISK
 DH7916_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH7916_SP_SET: BRIDGE ABUTMENT
 DH7916_STAMPING: 5508 OO 1960
 DH7916_MARK LOGO: MNHD  
 DH7916_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7916+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DH7916
 DH7916  HISTORY     - Date     Condition        Report By
 DH7916  HISTORY     - 1960     MONUMENTED       MNHD
 DH7916  HISTORY     - 20000917 GOOD             MNDT
 DH7916
 DH7916                          STATION DESCRIPTION
 DH7916
 DH7916'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DH7916'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS AT JCT OF TH 52
 DH7916'AND TH 14 WEST IN ROCHESTER, IN ABUT AT SE COR OF SB TH 52 BRDG 9032
 DH7916'OVER TH 14, 41 FT (12.5 M) WEST OF NB TH 52, AT TH 52 STA 2333+50,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0180 ***********************************************************************
 PP0180  DESIGNATION -  5508 P
 PP0180  PID         -  PP0180
 PP0180  STATE/COUNTY-  MN/OLMSTED
 PP0180  USGS QUAD   -  ORONOCO (1980)
 PP0180
 PP0180                         *CURRENT SURVEY CONTROL
 PP0180  ___________________________________________________________________
 PP0180* NAD 83(1986)-  44 08 14.     (N)    092 31 31.     (W)     SCALED    
 PP0180* NAVD 88     -       323.749  (meters)    1062.17   (feet)  ADJUSTED  
 PP0180  ___________________________________________________________________
 PP0180  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 PP0180  DYNAMIC HT  -         323.690 (meters)    1061.97  (feet)  COMP
 PP0180  MODELED GRAV-     980,426.5   (mgal)                       NAVD 88
 PP0180
 PP0180  VERT ORDER  -  SECOND    CLASS 0
 PP0180
 PP0180.The horizontal coordinates were scaled from a topographic map and have
 PP0180.an estimated accuracy of +/- 6 seconds.
 PP0180
 PP0180.The orthometric height was determined by differential leveling
 PP0180.and adjusted by the National Geodetic Survey in June 1991..
 PP0180
 PP0180.The geoid height was determined by GEOID03.
 PP0180
 PP0180.The dynamic height is computed by dividing the NAVD 88
 PP0180.geopotential number by the normal gravity value computed on the
 PP0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0180.degrees latitude (g = 980.6199 gals.).
 PP0180
 PP0180.The modeled gravity was interpolated from observed gravity values.
 PP0180
 PP0180;                    North         East    Units  Estimated Accuracy
 PP0180;SPC MN S     -   227,420.      918,000.      MT  (+/- 180 meters Scaled)
 PP0180
 PP0180                          SUPERSEDED SURVEY CONTROL
 PP0180
 PP0180  NGVD 29 (??/??/92)  323.723  (m)         1062.08   (f) ADJ UNCH    2 0
 PP0180
 PP0180.Superseded values are not recommended for survey control.
 PP0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0180.See file dsdata.txt to determine how the superseded data were derived.
 PP0180
 PP0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ379872(NAD 83)
 PP0180_MARKER: DD = SURVEY DISK
 PP0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0180_STAMPING: 5508 P 1959 1061
 PP0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0180+STABILITY: SURFACE MOTION
 PP0180
 PP0180  HISTORY     - Date     Condition        Report By
 PP0180  HISTORY     - 1959     MONUMENTED       MNDT
 PP0180  HISTORY     - 1972     GOOD             MNDT
 PP0180
 PP0180                          STATION DESCRIPTION
 PP0180
 PP0180'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0180'2.3 MI SSE FROM ORONOCO.
 PP0180'MARK IS LOCATED 1.1 MILES SOUTH ALONG COUNTY ROAD 18 FROM THE JUNCTION
 PP0180'OF COUNTY ROAD 18 AND COUNTY ROAD 12 IN ORONOCO, THENCE 1.2 MILES
 PP0180'SOUTH ALONG T.H. 52, AT MILE POINT 675, 5 FEET SOUTH OF POWER POLE
 PP0180'NUMBER 36818, 9 FEET WEST OF THE WEST LEG OF AN ADVERTISING SIGN
 PP0180'(PARKWAY MOTEL), 55 FEET SOUTHEAST OF THE EAST END OF A 36 INCH
 PP0180'CONCRETE CULVERT UNDER T.H. 52 NORTHBOUND, 1 FOOT WEST OF A STEEL
 PP0180'WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET 5
 PP0180'FEET LOWER THAN THE ROADWAY AND FLUSH WITH THE GROUND.  NE 1/4 SECTION
 PP0180'29, T 108N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0179 ***********************************************************************
 PP0179  DESIGNATION -  5508 Q
 PP0179  PID         -  PP0179
 PP0179  STATE/COUNTY-  MN/OLMSTED
 PP0179  USGS QUAD   -  ORONOCO (1980)
 PP0179
 PP0179                         *CURRENT SURVEY CONTROL
 PP0179  ___________________________________________________________________
 PP0179* NAD 83(1986)-  44 07 51.     (N)    092 31 24.     (W)     SCALED    
 PP0179* NAVD 88     -       323.122  (meters)    1060.11   (feet)  ADJUSTED  
 PP0179  ___________________________________________________________________
 PP0179  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 PP0179  DYNAMIC HT  -         323.062 (meters)    1059.91  (feet)  COMP
 PP0179  MODELED GRAV-     980,425.6   (mgal)                       NAVD 88
 PP0179
 PP0179  VERT ORDER  -  SECOND    CLASS 0
 PP0179
 PP0179.The horizontal coordinates were scaled from a topographic map and have
 PP0179.an estimated accuracy of +/- 6 seconds.
 PP0179
 PP0179.The orthometric height was determined by differential leveling
 PP0179.and adjusted by the National Geodetic Survey in June 1991..
 PP0179
 PP0179.The geoid height was determined by GEOID03.
 PP0179
 PP0179.The dynamic height is computed by dividing the NAVD 88
 PP0179.geopotential number by the normal gravity value computed on the
 PP0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0179.degrees latitude (g = 980.6199 gals.).
 PP0179
 PP0179.The modeled gravity was interpolated from observed gravity values.
 PP0179
 PP0179;                    North         East    Units  Estimated Accuracy
 PP0179;SPC MN S     -   226,720.      918,160.      MT  (+/- 180 meters Scaled)
 PP0179
 PP0179                          SUPERSEDED SURVEY CONTROL
 PP0179
 PP0179  NGVD 29 (??/??/92)  323.096  (m)         1060.02   (f) ADJ UNCH    2 0
 PP0179
 PP0179.Superseded values are not recommended for survey control.
 PP0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0179.See file dsdata.txt to determine how the superseded data were derived.
 PP0179
 PP0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ381865(NAD 83)
 PP0179_MARKER: DD = SURVEY DISK
 PP0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0179_STAMPING: 5508 Q 1959 1060
 PP0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0179+STABILITY: SURFACE MOTION
 PP0179
 PP0179  HISTORY     - Date     Condition        Report By
 PP0179  HISTORY     - 1959     MONUMENTED       MNDT
 PP0179  HISTORY     - 1972     GOOD             MNDT
 PP0179
 PP0179                          STATION DESCRIPTION
 PP0179
 PP0179'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0179'2.7 MI SSE FROM ORONOCO.
 PP0179'MARK IS LOCATED 1.1 MILE SOUTH ALONG COUNTY ROAD 18 FROM THE JUNCTION
 PP0179'OF COUNTY ROAD 18 AND COUNTY ROAD 12 IN ORONOCO, THENCE 1.7 MILES
 PP0179'SOUTH ALONG T.H. 52, 300 FEET NORTH OF AN EMERGENCY CROSS-OVER, 250
 PP0179'FEET WEST OF A METAL BUILDING (QUONSET HUT), 250 FEET NORTHWEST OF A
 PP0179'WHITE BARN, 5 FEET NORTHWEST OF POWER POLE NUMBER 36807, 8 FEET EAST
 PP0179'OF A 1 INCH EVERGREEN, 15 FEET WEST OF A NORTH-SOUTH FENCE LINE, AT
 PP0179'T.H. 52 MILE POINT 63.25, IN THE TOP OF A 6 FOOT PRECAST CONCRETE
 PP0179'MONUMENT SET 5 FEET HIGHER THAN THE ROADWAY AND FLUSH WITH THE GROUND.
 PP0179'NE 1/4 SECTION 29, T 108N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0178 ***********************************************************************
 PP0178  DESIGNATION -  5508 R
 PP0178  PID         -  PP0178
 PP0178  STATE/COUNTY-  MN/OLMSTED
 PP0178  USGS QUAD   -  DOUGLAS (1993)
 PP0178
 PP0178                         *CURRENT SURVEY CONTROL
 PP0178  ___________________________________________________________________
 PP0178* NAD 83(1986)-  44 07 29.     (N)    092 31 17.     (W)     SCALED    
 PP0178* NAVD 88     -       308.932  (meters)    1013.55   (feet)  ADJUSTED  
 PP0178  ___________________________________________________________________
 PP0178  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 PP0178  DYNAMIC HT  -         308.875 (meters)    1013.37  (feet)  COMP
 PP0178  MODELED GRAV-     980,424.7   (mgal)                       NAVD 88
 PP0178
 PP0178  VERT ORDER  -  SECOND    CLASS 0
 PP0178
 PP0178.The horizontal coordinates were scaled from a topographic map and have
 PP0178.an estimated accuracy of +/- 6 seconds.
 PP0178
 PP0178.The orthometric height was determined by differential leveling
 PP0178.and adjusted by the National Geodetic Survey in June 1991..
 PP0178
 PP0178.The geoid height was determined by GEOID03.
 PP0178
 PP0178.The dynamic height is computed by dividing the NAVD 88
 PP0178.geopotential number by the normal gravity value computed on the
 PP0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0178.degrees latitude (g = 980.6199 gals.).
 PP0178
 PP0178.The modeled gravity was interpolated from observed gravity values.
 PP0178
 PP0178;                    North         East    Units  Estimated Accuracy
 PP0178;SPC MN S     -   226,040.      918,330.      MT  (+/- 180 meters Scaled)
 PP0178
 PP0178                          SUPERSEDED SURVEY CONTROL
 PP0178
 PP0178  NGVD 29 (??/??/92)  308.908  (m)         1013.48   (f) ADJ UNCH    2 0
 PP0178
 PP0178.Superseded values are not recommended for survey control.
 PP0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0178.See file dsdata.txt to determine how the superseded data were derived.
 PP0178
 PP0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ382858(NAD 83)
 PP0178_MARKER: DD = SURVEY DISK
 PP0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0178_SP_SET: CULVERT
 PP0178_STAMPING: 5508 R 1959 1013
 PP0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0178
 PP0178  HISTORY     - Date     Condition        Report By
 PP0178  HISTORY     - 1959     MONUMENTED       MNDT
 PP0178  HISTORY     - 1972     GOOD             MNDT
 PP0178
 PP0178                          STATION DESCRIPTION
 PP0178
 PP0178'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0178'3.3 MI SSE FROM ORONOCO.
 PP0178'MARK IS LOCATED 1.1 MILES SOUTH ALONG COUNTY ROAD 18 FROM THE JUNCTION
 PP0178'OF COUNTY ROAD 18 AND COUNTY ROAD 12 IN ORONOCO, THENCE 2.1 MILES
 PP0178'SOUTH ALONG T.H. 52, 1.2 MILES NORTH OF COUNTY ROAD 14, 0.2 MILES
 PP0178'NORTH OF A T-ROAD EAST, IN THE SOUTHEAST CORNER OF A BOX CULVERT UNDER
 PP0178'T.H. 52 NORTHBOUND AT MILE POINT 62.9, ABOUT 3 FEET LOWER THAN THE
 PP0178'ROADWAY.  SE 1/4 SECTION 29, T 108N, R 14W.  NOTE-- THIS MARK IS ALSO
 PP0178'2.7 MILES NORTHEAST OF DOUGLAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0177 ***********************************************************************
 PP0177  DESIGNATION -  5508 S
 PP0177  PID         -  PP0177
 PP0177  STATE/COUNTY-  MN/OLMSTED
 PP0177  USGS QUAD   -  DOUGLAS (1993)
 PP0177
 PP0177                         *CURRENT SURVEY CONTROL
 PP0177  ___________________________________________________________________
 PP0177* NAD 83(1986)-  44 07 23.     (N)    092 31 13.     (W)     SCALED    
 PP0177* NAVD 88     -       309.803  (meters)    1016.41   (feet)  ADJUSTED  
 PP0177  ___________________________________________________________________
 PP0177  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 PP0177  DYNAMIC HT  -         309.746 (meters)    1016.23  (feet)  COMP
 PP0177  MODELED GRAV-     980,424.6   (mgal)                       NAVD 88
 PP0177
 PP0177  VERT ORDER  -  SECOND    CLASS 0
 PP0177
 PP0177.The horizontal coordinates were scaled from a topographic map and have
 PP0177.an estimated accuracy of +/- 6 seconds.
 PP0177
 PP0177.The orthometric height was determined by differential leveling
 PP0177.and adjusted by the National Geodetic Survey in June 1991..
 PP0177
 PP0177.The geoid height was determined by GEOID03.
 PP0177
 PP0177.The dynamic height is computed by dividing the NAVD 88
 PP0177.geopotential number by the normal gravity value computed on the
 PP0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0177.degrees latitude (g = 980.6199 gals.).
 PP0177
 PP0177.The modeled gravity was interpolated from observed gravity values.
 PP0177
 PP0177;                    North         East    Units  Estimated Accuracy
 PP0177;SPC MN S     -   225,860.      918,420.      MT  (+/- 180 meters Scaled)
 PP0177
 PP0177                          SUPERSEDED SURVEY CONTROL
 PP0177
 PP0177  NGVD 29 (??/??/92)  309.779  (m)         1016.33   (f) ADJ UNCH    2 0
 PP0177
 PP0177.Superseded values are not recommended for survey control.
 PP0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0177.See file dsdata.txt to determine how the superseded data were derived.
 PP0177
 PP0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ383856(NAD 83)
 PP0177_MARKER: DD = SURVEY DISK
 PP0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0177_SP_SET: CULVERT
 PP0177_STAMPING: 5508 S 1959 1016
 PP0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0177
 PP0177  HISTORY     - Date     Condition        Report By
 PP0177  HISTORY     - 1959     MONUMENTED       MNDT
 PP0177  HISTORY     - 1972     GOOD             MNDT
 PP0177
 PP0177                          STATION DESCRIPTION
 PP0177
 PP0177'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0177'2.7 MI NE FROM DOUGLAS.
 PP0177'MARK IS LOCATED 2.7 MILES EAST ALONG COUNTY ROAD 14 FROM THE JUNCTION
 PP0177'OF COUNTY ROAD 14 AND COUNTY ROAD 3 IN DOUGLAS, THENCE 1.0 MILE NORTH
 PP0177'ALONG T.H. 52, 125 FEET NORTH OF A T-ROAD EAST, 300 FEET EAST OF A
 PP0177'POWER SUB-STATION, IN THE SOUTHEAST CORNER OF A 8 X 12 FOOT BOX
 PP0177'CULVERT AT MILE POINT 62.7, ABOUT 4 FEET LOWER THAN THE ROADWAY.  SE
 PP0177'1/4 SECTION 29, T 108N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0176 ***********************************************************************
 PP0176  DESIGNATION -  5508 T
 PP0176  PID         -  PP0176
 PP0176  STATE/COUNTY-  MN/OLMSTED
 PP0176  USGS QUAD   -  DOUGLAS (1993)
 PP0176
 PP0176                         *CURRENT SURVEY CONTROL
 PP0176  ___________________________________________________________________
 PP0176* NAD 83(1986)-  44 06 59.     (N)    092 31 05.     (W)     SCALED    
 PP0176* NAVD 88     -       325.478  (meters)    1067.84   (feet)  ADJUSTED  
 PP0176  ___________________________________________________________________
 PP0176  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 PP0176  DYNAMIC HT  -         325.417 (meters)    1067.64  (feet)  COMP
 PP0176  MODELED GRAV-     980,423.7   (mgal)                       NAVD 88
 PP0176
 PP0176  VERT ORDER  -  SECOND    CLASS 0
 PP0176
 PP0176.The horizontal coordinates were scaled from a topographic map and have
 PP0176.an estimated accuracy of +/- 6 seconds.
 PP0176
 PP0176.The orthometric height was determined by differential leveling
 PP0176.and adjusted by the National Geodetic Survey in June 1991..
 PP0176
 PP0176.The geoid height was determined by GEOID03.
 PP0176
 PP0176.The dynamic height is computed by dividing the NAVD 88
 PP0176.geopotential number by the normal gravity value computed on the
 PP0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0176.degrees latitude (g = 980.6199 gals.).
 PP0176
 PP0176.The modeled gravity was interpolated from observed gravity values.
 PP0176
 PP0176;                    North         East    Units  Estimated Accuracy
 PP0176;SPC MN S     -   225,120.      918,620.      MT  (+/- 180 meters Scaled)
 PP0176
 PP0176                          SUPERSEDED SURVEY CONTROL
 PP0176
 PP0176  NGVD 29 (??/??/92)  325.452  (m)         1067.75   (f) ADJ UNCH    2 0
 PP0176
 PP0176.Superseded values are not recommended for survey control.
 PP0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0176.See file dsdata.txt to determine how the superseded data were derived.
 PP0176
 PP0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ385849(NAD 83)
 PP0176_MARKER: DD = SURVEY DISK
 PP0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0176_STAMPING: 5508T 1959 1067
 PP0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0176+STABILITY: SURFACE MOTION
 PP0176
 PP0176  HISTORY     - Date     Condition        Report By
 PP0176  HISTORY     - 1959     MONUMENTED       MNDT
 PP0176  HISTORY     - 1972     GOOD             MNDT
 PP0176
 PP0176                          STATION DESCRIPTION
 PP0176
 PP0176'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0176'2.7 MI ENE FROM DOUGLAS.
 PP0176'MARK IS LOCATED 2.7 MILES EAST ALONG COUNTY ROAD 14 FROM THE JUNCTION
 PP0176'OF COUNTY ROAD 14 AND COUNTY ROAD 3 IN DOUGLAS, THENCE 0.5 MILES NORTH
 PP0176'ALONG T.H. 52, 300 FEET SOUTH-SOUTHEAST OF A METAL BARN, 8 FEET
 PP0176'WEST-NORTHWEST OF THE WEST LEG OF AN ADVERTISING SIGN (MUTUAL
 PP0176'INSURANCE), 2 FEET WEST OF THE WEST END OF A BOARD FENCE, 2 FEET WEST
 PP0176'OF A STEEL FENCE POST AT A FENCE CORNER, 1 FOOT WEST OF A STEEL
 PP0176'WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET
 PP0176'FLUSH WITH THE GROUND.  NW 1/4 SECTION 33, T 108N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0174 ***********************************************************************
 PP0174  DESIGNATION -  5508 W
 PP0174  PID         -  PP0174
 PP0174  STATE/COUNTY-  MN/OLMSTED
 PP0174  USGS QUAD   -  DOUGLAS (1993)
 PP0174
 PP0174                         *CURRENT SURVEY CONTROL
 PP0174  ___________________________________________________________________
 PP0174* NAD 83(1986)-  44 05 50.     (N)    092 30 42.     (W)     SCALED    
 PP0174* NAVD 88     -       325.245  (meters)    1067.07   (feet)  ADJUSTED  
 PP0174  ___________________________________________________________________
 PP0174  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 PP0174  DYNAMIC HT  -         325.184 (meters)    1066.87  (feet)  COMP
 PP0174  MODELED GRAV-     980,421.3   (mgal)                       NAVD 88
 PP0174
 PP0174  VERT ORDER  -  SECOND    CLASS 0
 PP0174
 PP0174.The horizontal coordinates were scaled from a topographic map and have
 PP0174.an estimated accuracy of +/- 6 seconds.
 PP0174
 PP0174.The orthometric height was determined by differential leveling
 PP0174.and adjusted by the National Geodetic Survey in June 1991..
 PP0174
 PP0174.The geoid height was determined by GEOID03.
 PP0174
 PP0174.The dynamic height is computed by dividing the NAVD 88
 PP0174.geopotential number by the normal gravity value computed on the
 PP0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0174.degrees latitude (g = 980.6199 gals.).
 PP0174
 PP0174.The modeled gravity was interpolated from observed gravity values.
 PP0174
 PP0174;                    North         East    Units  Estimated Accuracy
 PP0174;SPC MN S     -   223,000.      919,170.      MT  (+/- 180 meters Scaled)
 PP0174
 PP0174                          SUPERSEDED SURVEY CONTROL
 PP0174
 PP0174  NGVD 29 (??/??/92)  325.217  (m)         1066.98   (f) ADJ UNCH    2 0
 PP0174
 PP0174.Superseded values are not recommended for survey control.
 PP0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0174.See file dsdata.txt to determine how the superseded data were derived.
 PP0174
 PP0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ390827(NAD 83)
 PP0174_MARKER: DD = SURVEY DISK
 PP0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0174_SP_SET: CULVERT
 PP0174_STAMPING: 5508 W 1959
 PP0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0174
 PP0174  HISTORY     - Date     Condition        Report By
 PP0174  HISTORY     - 1959     MONUMENTED       MNDT
 PP0174  HISTORY     - 1972     GOOD             MNDT
 PP0174
 PP0174                          STATION DESCRIPTION
 PP0174
 PP0174'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0174'3.0 MI ESE FROM DOUGLAS.
 PP0174'2.7 MILES EAST ALONG COUNTY ROAD 14 FROM THE JUNCTION OF COUNTY ROAD
 PP0174'14 AND COUNTY ROAD 3 IN DOUGLAS, THENCE 0.8 MILES SOUTH ALONG T.H. 52,
 PP0174'40 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF T.H. 52 AT
 PP0174'MILEPOINT 60.9 (STA. 2078+38), 75 FEET NORTH-NORTHEAST OF A CROSSOVER,
 PP0174'30 FEET NORTH OF A FARM ENTRANCE EAST, 0.2 MILES NORTH OF A CROSS
 PP0174'ROADS, 2 FEET NORTHEAST OF A STEEL WITNESS POST, IN THE SOUTHEAST
 PP0174'CORNER OF A 4 X 8 FOOT BOX CULVERT UNDER T.H. 52.  SW 1/4, SEC 4, T
 PP0174'107N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0323 ***********************************************************************
 PP0323  DESIGNATION -  5508 Y
 PP0323  PID         -  PP0323
 PP0323  STATE/COUNTY-  MN/OLMSTED
 PP0323  USGS QUAD   -  DOUGLAS (1993)
 PP0323
 PP0323                         *CURRENT SURVEY CONTROL
 PP0323  ___________________________________________________________________
 PP0323* NAD 83(1986)-  44 05 21.     (N)    092 30 41.     (W)     SCALED    
 PP0323* NAVD 88     -       329.774  (meters)    1081.93   (feet)  ADJUSTED  
 PP0323  ___________________________________________________________________
 PP0323  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 PP0323  DYNAMIC HT  -         329.712 (meters)    1081.73  (feet)  COMP
 PP0323  MODELED GRAV-     980,419.9   (mgal)                       NAVD 88
 PP0323
 PP0323  VERT ORDER  -  SECOND    CLASS 0
 PP0323
 PP0323.The horizontal coordinates were scaled from a topographic map and have
 PP0323.an estimated accuracy of +/- 6 seconds.
 PP0323
 PP0323.The orthometric height was determined by differential leveling
 PP0323.and adjusted by the National Geodetic Survey in June 1991..
 PP0323
 PP0323.The geoid height was determined by GEOID03.
 PP0323
 PP0323.The dynamic height is computed by dividing the NAVD 88
 PP0323.geopotential number by the normal gravity value computed on the
 PP0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0323.degrees latitude (g = 980.6199 gals.).
 PP0323
 PP0323.The modeled gravity was interpolated from observed gravity values.
 PP0323
 PP0323;                    North         East    Units  Estimated Accuracy
 PP0323;SPC MN S     -   222,110.      919,200.      MT  (+/- 180 meters Scaled)
 PP0323
 PP0323                          SUPERSEDED SURVEY CONTROL
 PP0323
 PP0323  NGVD 29 (??/??/92)  329.746  (m)         1081.84   (f) ADJ UNCH    2 0
 PP0323
 PP0323.Superseded values are not recommended for survey control.
 PP0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0323.See file dsdata.txt to determine how the superseded data were derived.
 PP0323
 PP0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ391818(NAD 83)
 PP0323_MARKER: DD = SURVEY DISK
 PP0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0323_STAMPING: 5508-Y 1970 1081.84
 PP0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0323+STABILITY: SURFACE MOTION
 PP0323
 PP0323  HISTORY     - Date     Condition        Report By
 PP0323  HISTORY     - 1970     MONUMENTED       MNDT
 PP0323
 PP0323                          STATION DESCRIPTION
 PP0323
 PP0323'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0323'3.3 MI SE FROM DOUGLAS.
 PP0323'MARK IS LOCATED ABOUT 1.4 MILES SOUTH OF COUNTY ROAD 14, 0.4 MILES
 PP0323'SOUTH OF A TOWNSHIP ROAD (WEST) 500 FEET NORTHWEST OF S AND S STORAGE
 PP0323'BUILDING, 120 FEET WEST OF T.H. 52 SOUTHBOUND CENTERLINE STATION
 PP0323'2107+50, 90 FEET SOUTHWEST OF THE WEST END OF A CONCRETE CULVERT
 PP0323'(PIPE) UNDER T.H. 52, 23 FEET EAST OF A 30 INCH MAPLE TREE, 2 FEET
 PP0323'NORTHEAST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST
 PP0323'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  NW 1/4 SECTION 9,
 PP0323'T 107N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0351 ***********************************************************************
 OO0351  DESIGNATION -  5509 D
 OO0351  PID         -  OO0351
 OO0351  STATE/COUNTY-  MN/OLMSTED
 OO0351  USGS QUAD   -  STEWARTVILLE (1974)
 OO0351
 OO0351                         *CURRENT SURVEY CONTROL
 OO0351  ___________________________________________________________________
 OO0351* NAD 83(1986)-  43 51 54.     (N)    092 29 17.     (W)     SCALED    
 OO0351* NAVD 88     -       369.156  (meters)    1211.14   (feet)  ADJUSTED  
 OO0351  ___________________________________________________________________
 OO0351  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0351  DYNAMIC HT  -         369.080 (meters)    1210.89  (feet)  COMP
 OO0351  MODELED GRAV-     980,401.0   (mgal)                       NAVD 88
 OO0351
 OO0351  VERT ORDER  -  SECOND    CLASS 0
 OO0351
 OO0351.The horizontal coordinates were scaled from a topographic map and have
 OO0351.an estimated accuracy of +/- 6 seconds.
 OO0351
 OO0351.The orthometric height was determined by differential leveling
 OO0351.and adjusted by the National Geodetic Survey in June 1991..
 OO0351
 OO0351.The geoid height was determined by GEOID03.
 OO0351
 OO0351.The dynamic height is computed by dividing the NAVD 88
 OO0351.geopotential number by the normal gravity value computed on the
 OO0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0351.degrees latitude (g = 980.6199 gals.).
 OO0351
 OO0351.The modeled gravity was interpolated from observed gravity values.
 OO0351
 OO0351;                    North         East    Units  Estimated Accuracy
 OO0351;SPC MN S     -   197,240.      921,530.      MT  (+/- 180 meters Scaled)
 OO0351
 OO0351                          SUPERSEDED SURVEY CONTROL
 OO0351
 OO0351  NGVD 29 (??/??/92)  369.131  (m)         1211.06   (f) ADJ UNCH    2 0
 OO0351
 OO0351.Superseded values are not recommended for survey control.
 OO0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0351.See file dsdata.txt to determine how the superseded data were derived.
 OO0351
 OO0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ411570(NAD 83)
 OO0351_MARKER: DD = SURVEY DISK
 OO0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0351_SP_SET: MONUMENT
 OO0351_STAMPING: 5509-D 1970
 OO0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0351
 OO0351  HISTORY     - Date     Condition        Report By
 OO0351  HISTORY     - 1970     MONUMENTED       MNDT
 OO0351
 OO0351                          STATION DESCRIPTION
 OO0351
 OO0351'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0351'0.4 MI N FROM STEWARTVILLE.
 OO0351'MARK IS LOCATED 1.5 MILES SOUTH OF FAI 90, 0.3 MILES NORTH OF THE ROOT
 OO0351'RIVER, 96 FEET EAST OF T.H. 63 NORTHBOUND CENTERLINE STATION 740+16,
 OO0351'69 FEET NORTH OF THE NORTHWEST CORNER OF A BARN, 4 FEET WEST OF A
 OO0351'NORTH-SOUTH FENCE, 4 FEET NORTHEAST OF A WIRE MESH CIRCULAR CORN CRIB,
 OO0351'1 FEET WEST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST
 OO0351'CONCRETE PROJECTING 1 INCH ABOVE GROUND.  SW 1/4 SECTION 27, T 105N, R
 OO0351'14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0350 ***********************************************************************
 OO0350  DESIGNATION -  5509 F
 OO0350  PID         -  OO0350
 OO0350  STATE/COUNTY-  MN/OLMSTED
 OO0350  USGS QUAD   -  STEWARTVILLE (1974)
 OO0350
 OO0350                         *CURRENT SURVEY CONTROL
 OO0350  ___________________________________________________________________
 OO0350* NAD 83(1986)-  43 52 14.     (N)    092 29 20.     (W)     SCALED    
 OO0350* NAVD 88     -       376.197  (meters)    1234.24   (feet)  ADJUSTED  
 OO0350  ___________________________________________________________________
 OO0350  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0350  DYNAMIC HT  -         376.119 (meters)    1233.98  (feet)  COMP
 OO0350  MODELED GRAV-     980,400.2   (mgal)                       NAVD 88
 OO0350
 OO0350  VERT ORDER  -  SECOND    CLASS 0
 OO0350
 OO0350.The horizontal coordinates were scaled from a topographic map and have
 OO0350.an estimated accuracy of +/- 6 seconds.
 OO0350
 OO0350.The orthometric height was determined by differential leveling
 OO0350.and adjusted by the National Geodetic Survey in June 1991..
 OO0350
 OO0350.The geoid height was determined by GEOID03.
 OO0350
 OO0350.The dynamic height is computed by dividing the NAVD 88
 OO0350.geopotential number by the normal gravity value computed on the
 OO0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0350.degrees latitude (g = 980.6199 gals.).
 OO0350
 OO0350.The modeled gravity was interpolated from observed gravity values.
 OO0350
 OO0350;                    North         East    Units  Estimated Accuracy
 OO0350;SPC MN S     -   197,850.      921,460.      MT  (+/- 180 meters Scaled)
 OO0350
 OO0350                          SUPERSEDED SURVEY CONTROL
 OO0350
 OO0350  NGVD 29 (??/??/92)  376.173  (m)         1234.16   (f) ADJ UNCH    2 0
 OO0350
 OO0350.Superseded values are not recommended for survey control.
 OO0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0350.See file dsdata.txt to determine how the superseded data were derived.
 OO0350
 OO0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ410576(NAD 83)
 OO0350_MARKER: DD = SURVEY DISK
 OO0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0350_SP_SET: MONUMENT
 OO0350_STAMPING: 5509-F 1970
 OO0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0350
 OO0350  HISTORY     - Date     Condition        Report By
 OO0350  HISTORY     - 1970     MONUMENTED       MNDT
 OO0350
 OO0350                          STATION DESCRIPTION
 OO0350
 OO0350'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0350'1.0 MI N FROM STEWARTVILLE.
 OO0350'MARK IS LOCATED ABOUT 1.0 MILES SOUTH OF FAI 90, 0.9 MILES NORTH OF
 OO0350'THE ROOT RIVER, 131 FEET NORTH OF TOWNSHIP ROAD NO. 120, 96 FEET WEST
 OO0350'OF T.H. 63, STATION 765+25, 100 FEET SOUTH OF A PIPELINE MARKER, 1
 OO0350'FOOT EAST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST
 OO0350'CONCRETE MONUMENT PROJECTING 1 INCH ABOVE GROUND.  NW 1/4 SECTION 27,
 OO0350'T 105N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0349 ***********************************************************************
 OO0349  DESIGNATION -  5509 G
 OO0349  PID         -  OO0349
 OO0349  STATE/COUNTY-  MN/OLMSTED
 OO0349  USGS QUAD   -  SIMPSON (1993)
 OO0349
 OO0349                         *CURRENT SURVEY CONTROL
 OO0349  ___________________________________________________________________
 OO0349* NAD 83(1986)-  43 52 38.     (N)    092 29 17.     (W)     SCALED    
 OO0349* NAVD 88     -       380.548  (meters)    1248.51   (feet)  ADJUSTED  
 OO0349  ___________________________________________________________________
 OO0349  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 OO0349  DYNAMIC HT  -         380.469 (meters)    1248.26  (feet)  COMP
 OO0349  MODELED GRAV-     980,399.5   (mgal)                       NAVD 88
 OO0349
 OO0349  VERT ORDER  -  SECOND    CLASS 0
 OO0349
 OO0349.The horizontal coordinates were scaled from a topographic map and have
 OO0349.an estimated accuracy of +/- 6 seconds.
 OO0349
 OO0349.The orthometric height was determined by differential leveling
 OO0349.and adjusted by the National Geodetic Survey in June 1991..
 OO0349
 OO0349.The geoid height was determined by GEOID03.
 OO0349
 OO0349.The dynamic height is computed by dividing the NAVD 88
 OO0349.geopotential number by the normal gravity value computed on the
 OO0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0349.degrees latitude (g = 980.6199 gals.).
 OO0349
 OO0349.The modeled gravity was interpolated from observed gravity values.
 OO0349
 OO0349;                    North         East    Units  Estimated Accuracy
 OO0349;SPC MN S     -   198,590.      921,510.      MT  (+/- 180 meters Scaled)
 OO0349
 OO0349                          SUPERSEDED SURVEY CONTROL
 OO0349
 OO0349  NGVD 29 (??/??/92)  380.523  (m)         1248.43   (f) ADJ UNCH    2 0
 OO0349
 OO0349.Superseded values are not recommended for survey control.
 OO0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0349.See file dsdata.txt to determine how the superseded data were derived.
 OO0349
 OO0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ411583(NAD 83)
 OO0349_MARKER: DD = SURVEY DISK
 OO0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0349_SP_SET: MONUMENT
 OO0349_STAMPING: 5509-G 1970
 OO0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0349
 OO0349  HISTORY     - Date     Condition        Report By
 OO0349  HISTORY     - 1970     MONUMENTED       MNDT
 OO0349  HISTORY     - 1974     MARK NOT FOUND   USGS
 OO0349
 OO0349                          STATION DESCRIPTION
 OO0349
 OO0349'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0349'1.5 MI N FROM STEWARTVILLE.
 OO0349'MARK IS LOCATED ABOUT 0.6 MILES SOUTH OF FAI 90, 99 FEET EAST OF T.H.
 OO0349'63 NORTHBOUND CENTERLINE STATION 781+90, 1 FOOT WEST OF A STEEL
 OO0349'WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET 2
 OO0349'INCHES ABOVE GROUND.  NW 1/4 SECTION 27, T 105N, R 14W.
 OO0349
 OO0349                          STATION RECOVERY (1974)
 OO0349
 OO0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OO0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0348 ***********************************************************************
 OO0348  DESIGNATION -  5509 H
 OO0348  PID         -  OO0348
 OO0348  STATE/COUNTY-  MN/OLMSTED
 OO0348  USGS QUAD   -  SIMPSON (1993)
 OO0348
 OO0348                         *CURRENT SURVEY CONTROL
 OO0348  ___________________________________________________________________
 OO0348* NAD 83(1986)-  43 52 54.     (N)    092 29 20.     (W)     SCALED    
 OO0348* NAVD 88     -       381.499  (meters)    1251.63   (feet)  ADJUSTED  
 OO0348  ___________________________________________________________________
 OO0348  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO0348  DYNAMIC HT  -         381.419 (meters)    1251.37  (feet)  COMP
 OO0348  MODELED GRAV-     980,398.8   (mgal)                       NAVD 88
 OO0348
 OO0348  VERT ORDER  -  SECOND    CLASS 0
 OO0348
 OO0348.The horizontal coordinates were scaled from a topographic map and have
 OO0348.an estimated accuracy of +/- 6 seconds.
 OO0348
 OO0348.The orthometric height was determined by differential leveling
 OO0348.and adjusted by the National Geodetic Survey in June 1991..
 OO0348
 OO0348.The geoid height was determined by GEOID03.
 OO0348
 OO0348.The dynamic height is computed by dividing the NAVD 88
 OO0348.geopotential number by the normal gravity value computed on the
 OO0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0348.degrees latitude (g = 980.6199 gals.).
 OO0348
 OO0348.The modeled gravity was interpolated from observed gravity values.
 OO0348
 OO0348;                    North         East    Units  Estimated Accuracy
 OO0348;SPC MN S     -   199,090.      921,430.      MT  (+/- 180 meters Scaled)
 OO0348
 OO0348                          SUPERSEDED SURVEY CONTROL
 OO0348
 OO0348  NGVD 29 (??/??/92)  381.474  (m)         1251.55   (f) ADJ UNCH    2 0
 OO0348
 OO0348.Superseded values are not recommended for survey control.
 OO0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0348.See file dsdata.txt to determine how the superseded data were derived.
 OO0348
 OO0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ410588(NAD 83)
 OO0348_MARKER: DD = SURVEY DISK
 OO0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0348_SP_SET: MONUMENT
 OO0348_STAMPING: 5509-H 1970
 OO0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0348
 OO0348  HISTORY     - Date     Condition        Report By
 OO0348  HISTORY     - 1970     MONUMENTED       MNDT
 OO0348
 OO0348                          STATION DESCRIPTION
 OO0348
 OO0348'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0348'IN STEWARTVILLE.
 OO0348'MARK IS LOCATED ABOUT 0.3 MILES SOUTH OF FAI 90, 200 FEET NORTHEAST OF
 OO0348'A SERVICE STATION AND RESTAURANT, 99 FEET WEST OF T.H. 63 CENTERLINE
 OO0348'STATION 806+00, 2 FEET EAST OF A STEEL WITNESS POST, IN THE TOP OF A 6
 OO0348'FOOT PRECAST CONCRETE MONUMENT SET 2 INCHES BELOW GROUND. SW 1/4
 OO0348'SECTION 22, T 105N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0206 ***********************************************************************
 OO0206  DESIGNATION -  5509 K
 OO0206  PID         -  OO0206
 OO0206  STATE/COUNTY-  MN/OLMSTED
 OO0206  USGS QUAD   -  SIMPSON (1993)
 OO0206
 OO0206                         *CURRENT SURVEY CONTROL
 OO0206  ___________________________________________________________________
 OO0206* NAD 83(1986)-  43 53 23.     (N)    092 29 14.     (W)     SCALED    
 OO0206* NAVD 88     -       378.570  (meters)    1242.03   (feet)  ADJUSTED  
 OO0206  ___________________________________________________________________
 OO0206  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO0206  DYNAMIC HT  -         378.490 (meters)    1241.76  (feet)  COMP
 OO0206  MODELED GRAV-     980,398.1   (mgal)                       NAVD 88
 OO0206
 OO0206  VERT ORDER  -  SECOND    CLASS 0
 OO0206
 OO0206.The horizontal coordinates were scaled from a topographic map and have
 OO0206.an estimated accuracy of +/- 6 seconds.
 OO0206
 OO0206.The orthometric height was determined by differential leveling
 OO0206.and adjusted by the National Geodetic Survey in June 1991..
 OO0206
 OO0206.The geoid height was determined by GEOID03.
 OO0206
 OO0206.The dynamic height is computed by dividing the NAVD 88
 OO0206.geopotential number by the normal gravity value computed on the
 OO0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0206.degrees latitude (g = 980.6199 gals.).
 OO0206
 OO0206.The modeled gravity was interpolated from observed gravity values.
 OO0206
 OO0206;                    North         East    Units  Estimated Accuracy
 OO0206;SPC MN S     -   199,980.      921,550.      MT  (+/- 180 meters Scaled)
 OO0206
 OO0206                          SUPERSEDED SURVEY CONTROL
 OO0206
 OO0206  NGVD 29 (??/??/92)  378.532  (m)         1241.90   (f) ADJ UNCH    2 0
 OO0206
 OO0206.Superseded values are not recommended for survey control.
 OO0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0206.See file dsdata.txt to determine how the superseded data were derived.
 OO0206
 OO0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ411597(NAD 83)
 OO0206_MARKER: DD = SURVEY DISK
 OO0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0206_SP_SET: CULVERT
 OO0206_STAMPING: 5509-K 1970
 OO0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0206
 OO0206  HISTORY     - Date     Condition        Report By
 OO0206  HISTORY     - 1970     MONUMENTED       MNHD
 OO0206  HISTORY     - 20050405 MARK NOT FOUND   MNDT
 OO0206
 OO0206                          STATION DESCRIPTION
 OO0206
 OO0206'DESCRIBED BY MN HIGHWAY DEPT 1970
 OO0206'2.5 MI N FROM STEWARTVILLE.
 OO0206'MARK IS LOCATED ABOUT 0.4 MILES NORTH OF FAI 90, 246 FEET NORTH OF THE
 OO0206'JUNCTION OF T.H. 30 AND T.H. 63, 60 FEET EAST OF T.H. 63 NORTHBOUND
 OO0206'CENTERLINE STATION 845+45 IN THE SOUTHEAST CORNER OF A BOX CULVERT (W
 OO0206'108).  SW1/4 SECTION 15, T 106N, R 14W.
 OO0206
 OO0206                          STATION RECOVERY (2005)
 OO0206
 OO0206'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 OO0206'1.5 MILES NORTH OF STEWARTVILLE, 0.4 MILES NORTH ON TRUNK HIGHWAY 63
 OO0206'FROM JUNCTION OF TRUNK HIGHWAY 63 AND INTERSTATE HIGHWAY 90, 246 FEET
 OO0206'NORTH OF JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 63, 60 FEET
 OO0206'EAST OF TRUNK HIGHWAY 63 AT STATION 845+45, IN SOUTHEAST CORNER OF
 OO0206'TRUNK HIGHWAY 63 BOX CULVERT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0205 ***********************************************************************
 OO0205  DESIGNATION -  5509 L
 OO0205  PID         -  OO0205
 OO0205  STATE/COUNTY-  MN/OLMSTED
 OO0205  USGS QUAD   -  SIMPSON (1993)
 OO0205
 OO0205                         *CURRENT SURVEY CONTROL
 OO0205  ___________________________________________________________________
 OO0205* NAD 83(1986)-  43 54 24.     (N)    092 28 50.     (W)     SCALED    
 OO0205* NAVD 88     -       389.085  (meters)    1276.52   (feet)  ADJUSTED  
 OO0205  ___________________________________________________________________
 OO0205  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 OO0205  DYNAMIC HT  -         389.003 (meters)    1276.25  (feet)  COMP
 OO0205  MODELED GRAV-     980,397.5   (mgal)                       NAVD 88
 OO0205
 OO0205  VERT ORDER  -  SECOND    CLASS 0
 OO0205
 OO0205.The horizontal coordinates were scaled from a topographic map and have
 OO0205.an estimated accuracy of +/- 6 seconds.
 OO0205
 OO0205.The orthometric height was determined by differential leveling
 OO0205.and adjusted by the National Geodetic Survey in June 1991..
 OO0205
 OO0205.The geoid height was determined by GEOID03.
 OO0205
 OO0205.The dynamic height is computed by dividing the NAVD 88
 OO0205.geopotential number by the normal gravity value computed on the
 OO0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0205.degrees latitude (g = 980.6199 gals.).
 OO0205
 OO0205.The modeled gravity was interpolated from observed gravity values.
 OO0205
 OO0205;                    North         East    Units  Estimated Accuracy
 OO0205;SPC MN S     -   201,880.      922,050.      MT  (+/- 180 meters Scaled)
 OO0205
 OO0205                          SUPERSEDED SURVEY CONTROL
 OO0205
 OO0205  NGVD 29 (??/??/92)  389.048  (m)         1276.40   (f) ADJ UNCH    2 0
 OO0205
 OO0205.Superseded values are not recommended for survey control.
 OO0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0205.See file dsdata.txt to determine how the superseded data were derived.
 OO0205
 OO0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ417616(NAD 83)
 OO0205_MARKER: DB = BENCH MARK DISK
 OO0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0205_SP_SET: MONUMENT
 OO0205_STAMPING: 5509 L 1970
 OO0205_MARK LOGO: MNHD  
 OO0205_PROJECTION: FLUSH
 OO0205_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0205+STABILITY: SURFACE MOTION
 OO0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0205+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 OO0205
 OO0205  HISTORY     - Date     Condition        Report By
 OO0205  HISTORY     - 1970     MONUMENTED       MNHD
 OO0205  HISTORY     - 20050405 GOOD             MNDT
 OO0205
 OO0205                          STATION DESCRIPTION
 OO0205
 OO0205'DESCRIBED BY MN HIGHWAY DEPT 1970
 OO0205'3.5 MI N FROM STEWARTVILLE.
 OO0205'MARK IS LOCATED 1.5 MILES NORTH OF FAI 90, 0.8 MILES SOUTH OF COUNTY
 OO0205'ROAD 16 (AIRPORT RD.), 135 FEET NORTH OF A TOWNSHIP ROAD EAST (GRAVEL)
 OO0205'99 FEET EAST OF T.H. 63 CENTERLINE STATION 900+25, 3 FEET NORTH OF A
 OO0205'RIGHT-OF-WAY MARKER, 2 FEET SOUTH OF A BURIED CABLE MARKER, 1 FOOT
 OO0205'WEST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE
 OO0205'MONUMENT SET FLUSH WITH THE GROUND.  SE1/4 SECTION 10, T 105N, R 14W.
 OO0205
 OO0205                          STATION RECOVERY (2005)
 OO0205
 OO0205'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 OO0205'2.4 MILES NORTH OF STEWARTVILLE, 1.5 MILES NORTH ON TRUNK HIGHWAY 63
 OO0205'FROM JUNCTION OF TRUNK HIGHWAY 63 AND INTERSTATE HIGHWAY 90, 0.8 MILES
 OO0205'SOUTH OF COUNTY ROAD 16 (AIRPORT ROAD), 135 FEET NORTH OF TOWNSHIP
 OO0205'ROAD EAST, 74.2 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 63 AT STATION
 OO0205'900+25, 9.0 FEET NORTH OF RIGHT OF WAY MARKER, 1.6 FEET SOUTH OF
 OO0205'BURIED CABLE MARKER, 0.8 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0203 ***********************************************************************
 OO0203  DESIGNATION -  5509 N
 OO0203  PID         -  OO0203
 OO0203  STATE/COUNTY-  MN/OLMSTED
 OO0203  USGS QUAD   -  SIMPSON (1993)
 OO0203
 OO0203                         *CURRENT SURVEY CONTROL
 OO0203  ___________________________________________________________________
 OO0203* NAD 83(1986)-  43 55 28.     (N)    092 28 26.     (W)     SCALED    
 OO0203* NAVD 88     -       385.829  (meters)    1265.84   (feet)  ADJUSTED  
 OO0203  ___________________________________________________________________
 OO0203  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 OO0203  DYNAMIC HT  -         385.748 (meters)    1265.57  (feet)  COMP
 OO0203  MODELED GRAV-     980,397.5   (mgal)                       NAVD 88
 OO0203
 OO0203  VERT ORDER  -  SECOND    CLASS 0
 OO0203
 OO0203.The horizontal coordinates were scaled from a topographic map and have
 OO0203.an estimated accuracy of +/- 6 seconds.
 OO0203
 OO0203.The orthometric height was determined by differential leveling
 OO0203.and adjusted by the National Geodetic Survey in June 1991..
 OO0203
 OO0203.The geoid height was determined by GEOID03.
 OO0203
 OO0203.The dynamic height is computed by dividing the NAVD 88
 OO0203.geopotential number by the normal gravity value computed on the
 OO0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0203.degrees latitude (g = 980.6199 gals.).
 OO0203
 OO0203.The modeled gravity was interpolated from observed gravity values.
 OO0203
 OO0203;                    North         East    Units  Estimated Accuracy
 OO0203;SPC MN S     -   203,860.      922,550.      MT  (+/- 180 meters Scaled)
 OO0203
 OO0203                          SUPERSEDED SURVEY CONTROL
 OO0203
 OO0203  NGVD 29 (??/??/92)  385.794  (m)         1265.73   (f) ADJ UNCH    2 0
 OO0203
 OO0203.Superseded values are not recommended for survey control.
 OO0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0203.See file dsdata.txt to determine how the superseded data were derived.
 OO0203
 OO0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ422636(NAD 83)
 OO0203_MARKER: DD = SURVEY DISK
 OO0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0203_SP_SET: MONUMENT
 OO0203_STAMPING: 5509-N 1970
 OO0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0203
 OO0203  HISTORY     - Date     Condition        Report By
 OO0203  HISTORY     - 1970     MONUMENTED       MNDT
 OO0203
 OO0203                          STATION DESCRIPTION
 OO0203
 OO0203'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0203'4.8 MI N FROM STEWARTVILLE.
 OO0203'MARK IS LOCATED ABOUT 2.7 MILES NORTH OF FAI 90, 0.4 MILES NORTH OF
 OO0203'COUNTY ROAD 16 (AIRPORT ROAD), 73 FEET EAST OF TH 63 NORTHBOUND
 OO0203'CENTERLINE STATION 966 + 87, 24 FEET NORTH OF A TOWNSHIP ROAD (GRAVEL)
 OO0203'CENTERLINE, 29 FEET WEST OF A POWER POLE (NO. 9034) 4 FEET SOUTH OF A
 OO0203'FENCE CORNER, 4 FEET NORTH OF A RIGHT OF WAY MARKER, 3 FEET NORTH OF A
 OO0203'BURIED TELEPHONE CABLE MARKER, 1 FOOT WEST OF A STEEL WITNESS POST, IN
 OO0203'THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE
 OO0203'GROUND.  SW1/4 SECTION 2, T 105N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0201 ***********************************************************************
 OO0201  DESIGNATION -  5509 Q
 OO0201  PID         -  OO0201
 OO0201  STATE/COUNTY-  MN/OLMSTED
 OO0201  USGS QUAD   -  SIMPSON (1993)
 OO0201
 OO0201                         *CURRENT SURVEY CONTROL
 OO0201  ___________________________________________________________________
 OO0201* NAD 83(1986)-  43 56 20.     (N)    092 27 54.     (W)     SCALED    
 OO0201* NAVD 88     -       343.577  (meters)    1127.22   (feet)  ADJUSTED  
 OO0201  ___________________________________________________________________
 OO0201  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 OO0201  DYNAMIC HT  -         343.505 (meters)    1126.98  (feet)  COMP
 OO0201  MODELED GRAV-     980,399.1   (mgal)                       NAVD 88
 OO0201
 OO0201  VERT ORDER  -  SECOND    CLASS 0
 OO0201
 OO0201.The horizontal coordinates were scaled from a topographic map and have
 OO0201.an estimated accuracy of +/- 6 seconds.
 OO0201
 OO0201.The orthometric height was determined by differential leveling
 OO0201.and adjusted by the National Geodetic Survey in June 1991..
 OO0201
 OO0201.The geoid height was determined by GEOID03.
 OO0201
 OO0201.The dynamic height is computed by dividing the NAVD 88
 OO0201.geopotential number by the normal gravity value computed on the
 OO0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0201.degrees latitude (g = 980.6199 gals.).
 OO0201
 OO0201.The modeled gravity was interpolated from observed gravity values.
 OO0201
 OO0201;                    North         East    Units  Estimated Accuracy
 OO0201;SPC MN S     -   205,480.      923,230.      MT  (+/- 180 meters Scaled)
 OO0201
 OO0201                          SUPERSEDED SURVEY CONTROL
 OO0201
 OO0201  NGVD 29 (??/??/92)  343.546  (m)         1127.12   (f) ADJ UNCH    2 0
 OO0201
 OO0201.Superseded values are not recommended for survey control.
 OO0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0201.See file dsdata.txt to determine how the superseded data were derived.
 OO0201
 OO0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ429652(NAD 83)
 OO0201_MARKER: DD = SURVEY DISK
 OO0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0201_SP_SET: CULVERT
 OO0201_STAMPING: 5509-Q 1970
 OO0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0201
 OO0201  HISTORY     - Date     Condition        Report By
 OO0201  HISTORY     - 1970     MONUMENTED       MNDT
 OO0201
 OO0201                          STATION DESCRIPTION
 OO0201
 OO0201'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0201'5.5 MI S FROM ROCHESTER.
 OO0201'MARK IS LOCATED ABOUT 3.8 MILES NORTH OF THE JUNCTION OF FAI 90 AND TH
 OO0201'63, IN THE SOUTHEAST CORNER OF THE EAST HEADWALL OF A DOUBLE BOX
 OO0201'CULVERT AT A SMALL CREEK UNDER TH 63, ABOUT 125 FEET SOUTH OF A GRAVEL
 OO0201'ROAD EAST, 100 FEET NORTH OF A POWER POLE, AT TH 63 STATION 1026 + 00.
 OO0201'SE1/4 SECTION 35, T 106N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0200 ***********************************************************************
 OO0200  DESIGNATION -  5509 Q 1
 OO0200  PID         -  OO0200
 OO0200  STATE/COUNTY-  MN/OLMSTED
 OO0200  USGS QUAD   -  SIMPSON (1993)
 OO0200
 OO0200                         *CURRENT SURVEY CONTROL
 OO0200  ___________________________________________________________________
 OO0200* NAD 83(1986)-  43 56 30.     (N)    092 27 58.     (W)     SCALED    
 OO0200* NAVD 88     -       339.288  (meters)    1113.15   (feet)  ADJUSTED  
 OO0200  ___________________________________________________________________
 OO0200  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 OO0200  DYNAMIC HT  -         339.217 (meters)    1112.91  (feet)  COMP
 OO0200  MODELED GRAV-     980,399.0   (mgal)                       NAVD 88
 OO0200
 OO0200  VERT ORDER  -  SECOND    CLASS 0
 OO0200
 OO0200.The horizontal coordinates were scaled from a topographic map and have
 OO0200.an estimated accuracy of +/- 6 seconds.
 OO0200
 OO0200.The orthometric height was determined by differential leveling
 OO0200.and adjusted by the National Geodetic Survey in June 1991..
 OO0200
 OO0200.The geoid height was determined by GEOID03.
 OO0200
 OO0200.The dynamic height is computed by dividing the NAVD 88
 OO0200.geopotential number by the normal gravity value computed on the
 OO0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0200.degrees latitude (g = 980.6199 gals.).
 OO0200
 OO0200.The modeled gravity was interpolated from observed gravity values.
 OO0200
 OO0200;                    North         East    Units  Estimated Accuracy
 OO0200;SPC MN S     -   205,790.      923,140.      MT  (+/- 180 meters Scaled)
 OO0200
 OO0200                          SUPERSEDED SURVEY CONTROL
 OO0200
 OO0200  NGVD 29 (??/??/92)  339.257  (m)         1113.05   (f) ADJ UNCH    2 0
 OO0200
 OO0200.Superseded values are not recommended for survey control.
 OO0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0200.See file dsdata.txt to determine how the superseded data were derived.
 OO0200
 OO0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ428655(NAD 83)
 OO0200_MARKER: DD = SURVEY DISK
 OO0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0200_SP_SET: MONUMENT
 OO0200_STAMPING: 5509-Q1 1970
 OO0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0200
 OO0200  HISTORY     - Date     Condition        Report By
 OO0200  HISTORY     - 1970     MONUMENTED       MNDT
 OO0200
 OO0200                          STATION DESCRIPTION
 OO0200
 OO0200'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0200'5.3 MI S FROM ROCHESTER.
 OO0200'MARK IS LOCATED ABOUT 4.0 MILES NORTH OF THE JUNCTION OF FAI 90 AND TH
 OO0200'63, ABOUT 300 FEET NORTHWEST OF A METAL 1 STORY BUILDING (MIDWEST
 OO0200'SPEED SHOP) 70 FEET WEST OF TH 63 CENTERLINE STATION, 90 FEET SOUTH OF
 OO0200'A PRIVATE DRIVE TO VANS TRAILER SALES, 1 FOOT EAST OF A STEEL WITNESS
 OO0200'POST IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH
 OO0200'THE GROUND.  SE1/4 SECTION 35, T 106N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0199 ***********************************************************************
 OO0199  DESIGNATION -  5509 R
 OO0199  PID         -  OO0199
 OO0199  STATE/COUNTY-  MN/OLMSTED
 OO0199  USGS QUAD   -  SIMPSON (1993)
 OO0199
 OO0199                         *CURRENT SURVEY CONTROL
 OO0199  ___________________________________________________________________
 OO0199* NAD 83(1986)-  43 56 48.     (N)    092 28 06.     (W)     SCALED    
 OO0199* NAVD 88     -       333.427  (meters)    1093.92   (feet)  ADJUSTED  
 OO0199  ___________________________________________________________________
 OO0199  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 OO0199  DYNAMIC HT  -         333.357 (meters)    1093.69  (feet)  COMP
 OO0199  MODELED GRAV-     980,398.8   (mgal)                       NAVD 88
 OO0199
 OO0199  VERT ORDER  -  SECOND    CLASS 0
 OO0199
 OO0199.The horizontal coordinates were scaled from a topographic map and have
 OO0199.an estimated accuracy of +/- 6 seconds.
 OO0199
 OO0199.The orthometric height was determined by differential leveling
 OO0199.and adjusted by the National Geodetic Survey in June 1991..
 OO0199
 OO0199.The geoid height was determined by GEOID03.
 OO0199
 OO0199.The dynamic height is computed by dividing the NAVD 88
 OO0199.geopotential number by the normal gravity value computed on the
 OO0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0199.degrees latitude (g = 980.6199 gals.).
 OO0199
 OO0199.The modeled gravity was interpolated from observed gravity values.
 OO0199
 OO0199;                    North         East    Units  Estimated Accuracy
 OO0199;SPC MN S     -   206,340.      922,950.      MT  (+/- 180 meters Scaled)
 OO0199
 OO0199                          SUPERSEDED SURVEY CONTROL
 OO0199
 OO0199  NGVD 29 (??/??/92)  333.397  (m)         1093.82   (f) ADJ UNCH    2 0
 OO0199
 OO0199.Superseded values are not recommended for survey control.
 OO0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0199.See file dsdata.txt to determine how the superseded data were derived.
 OO0199
 OO0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ426660(NAD 83)
 OO0199_MARKER: DD = SURVEY DISK
 OO0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0199_SP_SET: MONUMENT
 OO0199_STAMPING: 5509-R 1970
 OO0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0199
 OO0199  HISTORY     - Date     Condition        Report By
 OO0199  HISTORY     - 1970     MONUMENTED       MNDT
 OO0199
 OO0199                          STATION DESCRIPTION
 OO0199
 OO0199'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0199'5.0 MI S FROM ROCHESTER.
 OO0199'MARK IS LOCATED ABOUT 2.0 MILES SOUTH OF THE JUNCTION OF TH 52 AND TH
 OO0199'63, NEAR THE SOUTH END OF A ROCK CUT, 75 FEET EAST OF TH 63 NORTHBOUND
 OO0199'CENTERLINE STATION 1054 + 94, 45 FEET SOUTH OF THE WEST END OF AN
 OO0199'ADVERTISING SIGN (BEVERLY MOTEL), 12 FEET NORTHWEST OF A FENCE CORNER,
 OO0199'1 FOOT WEST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST
 OO0199'CONCRETE MONUMENT SET 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0198 ***********************************************************************
 OO0198  DESIGNATION -  5509 S
 OO0198  PID         -  OO0198
 OO0198  STATE/COUNTY-  MN/OLMSTED
 OO0198  USGS QUAD   -  SIMPSON (1993)
 OO0198
 OO0198                         *CURRENT SURVEY CONTROL
 OO0198  ___________________________________________________________________
 OO0198* NAD 83(1986)-  43 57 10.     (N)    092 28 08.     (W)     SCALED    
 OO0198* NAVD 88     -       330.868  (meters)    1085.52   (feet)  ADJUSTED  
 OO0198  ___________________________________________________________________
 OO0198  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 OO0198  DYNAMIC HT  -         330.799 (meters)    1085.30  (feet)  COMP
 OO0198  MODELED GRAV-     980,399.1   (mgal)                       NAVD 88
 OO0198
 OO0198  VERT ORDER  -  SECOND    CLASS 0
 OO0198
 OO0198.The horizontal coordinates were scaled from a topographic map and have
 OO0198.an estimated accuracy of +/- 6 seconds.
 OO0198
 OO0198.The orthometric height was determined by differential leveling
 OO0198.and adjusted by the National Geodetic Survey in June 1991..
 OO0198
 OO0198.The geoid height was determined by GEOID03.
 OO0198
 OO0198.The dynamic height is computed by dividing the NAVD 88
 OO0198.geopotential number by the normal gravity value computed on the
 OO0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0198.degrees latitude (g = 980.6199 gals.).
 OO0198
 OO0198.The modeled gravity was interpolated from observed gravity values.
 OO0198
 OO0198;                    North         East    Units  Estimated Accuracy
 OO0198;SPC MN S     -   207,020.      922,890.      MT  (+/- 180 meters Scaled)
 OO0198
 OO0198                          SUPERSEDED SURVEY CONTROL
 OO0198
 OO0198  NGVD 29 (??/??/92)  330.840  (m)         1085.43   (f) ADJ UNCH    2 0
 OO0198
 OO0198.Superseded values are not recommended for survey control.
 OO0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0198.See file dsdata.txt to determine how the superseded data were derived.
 OO0198
 OO0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ426667(NAD 83)
 OO0198_MARKER: DD = SURVEY DISK
 OO0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0198_SP_SET: MONUMENT
 OO0198_STAMPING: 5509-S 1970
 OO0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0198
 OO0198  HISTORY     - Date     Condition        Report By
 OO0198  HISTORY     - 1970     MONUMENTED       MNDT
 OO0198
 OO0198                          STATION DESCRIPTION
 OO0198
 OO0198'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0198'4.5 MI S FROM ROCHESTER.
 OO0198'MARK IS LOCATED ABOUT 1.5 MILES SOUTH OF THE JUNCTION OF TH 52 AND TH
 OO0198'63, 133 FEET SOUTH OF A COUNTY ROAD (GRAVEL) 100 FEET SOUTH OF A POWER
 OO0198'POLE, 71 FEET WEST OF TH 63 SOUTHBOUND CENTERLINE STATION 1077 + 70, 5
 OO0198'FEET EAST OF A FENCE CORNER (WOOD), 3 FEET EAST OF A RIGHT OF WAY
 OO0198'MARKER, 1 FOOT EAST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT
 OO0198'PRE-CAST MONUMENT SET FLUSH WITH THE GROUND.  SW1/4 SECTION 26, T
 OO0198'106N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0197 ***********************************************************************
 OO0197  DESIGNATION -  5509 T
 OO0197  PID         -  OO0197
 OO0197  STATE/COUNTY-  MN/OLMSTED
 OO0197  USGS QUAD   -  SIMPSON (1993)
 OO0197
 OO0197                         *CURRENT SURVEY CONTROL
 OO0197  ___________________________________________________________________
 OO0197* NAD 83(1986)-  43 57 40.     (N)    092 27 53.     (W)     SCALED    
 OO0197* NAVD 88     -       319.502  (meters)    1048.23   (feet)  ADJUSTED  
 OO0197  ___________________________________________________________________
 OO0197  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 OO0197  DYNAMIC HT  -         319.435 (meters)    1048.01  (feet)  COMP
 OO0197  MODELED GRAV-     980,400.8   (mgal)                       NAVD 88
 OO0197
 OO0197  VERT ORDER  -  SECOND    CLASS 0
 OO0197
 OO0197.The horizontal coordinates were scaled from a topographic map and have
 OO0197.an estimated accuracy of +/- 6 seconds.
 OO0197
 OO0197.The orthometric height was determined by differential leveling
 OO0197.and adjusted by the National Geodetic Survey in June 1991..
 OO0197
 OO0197.The geoid height was determined by GEOID03.
 OO0197
 OO0197.The dynamic height is computed by dividing the NAVD 88
 OO0197.geopotential number by the normal gravity value computed on the
 OO0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0197.degrees latitude (g = 980.6199 gals.).
 OO0197
 OO0197.The modeled gravity was interpolated from observed gravity values.
 OO0197
 OO0197;                    North         East    Units  Estimated Accuracy
 OO0197;SPC MN S     -   207,950.      923,210.      MT  (+/- 180 meters Scaled)
 OO0197
 OO0197                          SUPERSEDED SURVEY CONTROL
 OO0197
 OO0197  NGVD 29 (??/??/92)  319.477  (m)         1048.15   (f) ADJ UNCH    2 0
 OO0197
 OO0197.Superseded values are not recommended for survey control.
 OO0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0197.See file dsdata.txt to determine how the superseded data were derived.
 OO0197
 OO0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ429676(NAD 83)
 OO0197_MARKER: DD = SURVEY DISK
 OO0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0197_SP_SET: MONUMENT
 OO0197_STAMPING: 5509-T 1970
 OO0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0197
 OO0197  HISTORY     - Date     Condition        Report By
 OO0197  HISTORY     - 1970     MONUMENTED       MNDT
 OO0197
 OO0197                          STATION DESCRIPTION
 OO0197
 OO0197'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0197'3.9 MI S FROM ROCHESTER.
 OO0197'MARK IS LOCATED ABOUT 0.9 MILES SOUTH OF THE JUNCTION OF TH 52 AND TH
 OO0197'63, NEAR THE PROJECTED CENTERLINE OF COUNTY ROAD 20 (EAST) 68 FEET
 OO0197'WEST OF TH 63 CENTERLINE SOUTHBOUND STATION 1110 + 85, 12 FEET SOUTH
 OO0197'OF A FIELD ENTRANCE WEST, 4 FEET SOUTHEAST OF A TELEPHONE CABLE MARKER
 OO0197'(POLE NO. 123) 1 FOOT EAST OF A STEEL WITNESS POST, IN THE TOP OF A 6
 OO0197'FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. NW1/4
 OO0197'SECTION 26, T 106N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0196 ***********************************************************************
 OO0196  DESIGNATION -  5509 U
 OO0196  PID         -  OO0196
 OO0196  STATE/COUNTY-  MN/OLMSTED
 OO0196  USGS QUAD   -  SIMPSON (1993)
 OO0196
 OO0196                         *CURRENT SURVEY CONTROL
 OO0196  ___________________________________________________________________
 OO0196* NAD 83(1986)-  43 57 41.     (N)    092 27 52.     (W)     SCALED    
 OO0196* NAVD 88     -       319.739  (meters)    1049.01   (feet)  ADJUSTED  
 OO0196  ___________________________________________________________________
 OO0196  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 OO0196  DYNAMIC HT  -         319.672 (meters)    1048.79  (feet)  COMP
 OO0196  MODELED GRAV-     980,400.9   (mgal)                       NAVD 88
 OO0196
 OO0196  VERT ORDER  -  SECOND    CLASS 0
 OO0196
 OO0196.The horizontal coordinates were scaled from a topographic map and have
 OO0196.an estimated accuracy of +/- 6 seconds.
 OO0196
 OO0196.The orthometric height was determined by differential leveling
 OO0196.and adjusted by the National Geodetic Survey in June 1991..
 OO0196
 OO0196.The geoid height was determined by GEOID03.
 OO0196
 OO0196.The dynamic height is computed by dividing the NAVD 88
 OO0196.geopotential number by the normal gravity value computed on the
 OO0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0196.degrees latitude (g = 980.6199 gals.).
 OO0196
 OO0196.The modeled gravity was interpolated from observed gravity values.
 OO0196
 OO0196;                    North         East    Units  Estimated Accuracy
 OO0196;SPC MN S     -   207,980.      923,230.      MT  (+/- 180 meters Scaled)
 OO0196
 OO0196                          SUPERSEDED SURVEY CONTROL
 OO0196
 OO0196  NGVD 29 (??/??/92)  319.714  (m)         1048.93   (f) ADJ UNCH    2 0
 OO0196
 OO0196.Superseded values are not recommended for survey control.
 OO0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0196.See file dsdata.txt to determine how the superseded data were derived.
 OO0196
 OO0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ429677(NAD 83)
 OO0196_MARKER: DD = SURVEY DISK
 OO0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0196_SP_SET: CULVERT
 OO0196_STAMPING: 5509-U 1970
 OO0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0196
 OO0196  HISTORY     - Date     Condition        Report By
 OO0196  HISTORY     - 1970     MONUMENTED       MNDT
 OO0196
 OO0196                          STATION DESCRIPTION
 OO0196
 OO0196'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0196'3.8 MI S FROM ROCHESTER.
 OO0196'MARK IS LOCATED 0.8 MILES SOUTH OF THE JUNCTION OF TH 52 AND TH 63, IN
 OO0196'THE SOUTHEAST CORNER OF THE EAST HEADWALL OF A DOUBLE BOX CULVERT
 OO0196'UNDER TH 63, 60 FEET SOUTH OF THE NORTH ENTRANCE (EAST) TO A SERVICE
 OO0196'STATION (TRUCK STOP AND CAFE).  NW1/4 SECTION 26, T 106N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0195 ***********************************************************************
 OO0195  DESIGNATION -  5509 V
 OO0195  PID         -  OO0195
 OO0195  STATE/COUNTY-  MN/OLMSTED
 OO0195  USGS QUAD   -  SIMPSON (1993)
 OO0195
 OO0195                         *CURRENT SURVEY CONTROL
 OO0195  ___________________________________________________________________
 OO0195* NAD 83(1986)-  43 58 01.     (N)    092 27 45.     (W)     SCALED    
 OO0195* NAVD 88     -       320.226  (meters)    1050.61   (feet)  ADJUSTED  
 OO0195  ___________________________________________________________________
 OO0195  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 OO0195  DYNAMIC HT  -         320.159 (meters)    1050.39  (feet)  COMP
 OO0195  MODELED GRAV-     980,401.9   (mgal)                       NAVD 88
 OO0195
 OO0195  VERT ORDER  -  SECOND    CLASS 0
 OO0195
 OO0195.The horizontal coordinates were scaled from a topographic map and have
 OO0195.an estimated accuracy of +/- 6 seconds.
 OO0195
 OO0195.The orthometric height was determined by differential leveling
 OO0195.and adjusted by the National Geodetic Survey in June 1991..
 OO0195
 OO0195.The geoid height was determined by GEOID03.
 OO0195
 OO0195.The dynamic height is computed by dividing the NAVD 88
 OO0195.geopotential number by the normal gravity value computed on the
 OO0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0195.degrees latitude (g = 980.6199 gals.).
 OO0195
 OO0195.The modeled gravity was interpolated from observed gravity values.
 OO0195
 OO0195;                    North         East    Units  Estimated Accuracy
 OO0195;SPC MN S     -   208,600.      923,370.      MT  (+/- 180 meters Scaled)
 OO0195
 OO0195                          SUPERSEDED SURVEY CONTROL
 OO0195
 OO0195  NGVD 29 (??/??/92)  320.202  (m)         1050.53   (f) ADJ UNCH    2 0
 OO0195
 OO0195.Superseded values are not recommended for survey control.
 OO0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0195.See file dsdata.txt to determine how the superseded data were derived.
 OO0195
 OO0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ431683(NAD 83)
 OO0195_MARKER: DD = SURVEY DISK
 OO0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0195_SP_SET: CULVERT
 OO0195_STAMPING: 5509-V 1970
 OO0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0195
 OO0195  HISTORY     - Date     Condition        Report By
 OO0195  HISTORY     - 1970     MONUMENTED       MNDT
 OO0195
 OO0195                          STATION DESCRIPTION
 OO0195
 OO0195'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0195'3.6 MI S FROM ROCHESTER.
 OO0195'MARK IS LOCATED ABOUT 0.6 MILES SOUTH OF JUNCTION OF TH 52 AND TH 63
 OO0195'IN THE SOUTHEAST CORNER OF A TRIPLE BOX CULVERT, 200 FEET EAST OF A
 OO0195'DOUBLE BOX CULVERT UNDER THE WEST FRONTAGE ROAD, AT HIGHWAY MILEAGE
 OO0195'POST NO. 36.8.  SW1/4 SECTION 28, T 106N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0194 ***********************************************************************
 OO0194  DESIGNATION -  5509 W
 OO0194  PID         -  OO0194
 OO0194  STATE/COUNTY-  MN/OLMSTED
 OO0194  USGS QUAD   -  SIMPSON (1993)
 OO0194
 OO0194                         *CURRENT SURVEY CONTROL
 OO0194  ___________________________________________________________________
 OO0194* NAD 83(1986)-  43 58 32.     (N)    092 27 47.     (W)     SCALED    
 OO0194* NAVD 88     -       319.744  (meters)    1049.03   (feet)  ADJUSTED  
 OO0194  ___________________________________________________________________
 OO0194  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 OO0194  DYNAMIC HT  -         319.678 (meters)    1048.81  (feet)  COMP
 OO0194  MODELED GRAV-     980,403.1   (mgal)                       NAVD 88
 OO0194
 OO0194  VERT ORDER  -  SECOND    CLASS 0
 OO0194
 OO0194.The horizontal coordinates were scaled from a topographic map and have
 OO0194.an estimated accuracy of +/- 6 seconds.
 OO0194
 OO0194.The orthometric height was determined by differential leveling
 OO0194.and adjusted by the National Geodetic Survey in June 1991..
 OO0194
 OO0194.The geoid height was determined by GEOID03.
 OO0194
 OO0194.The dynamic height is computed by dividing the NAVD 88
 OO0194.geopotential number by the normal gravity value computed on the
 OO0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0194.degrees latitude (g = 980.6199 gals.).
 OO0194
 OO0194.The modeled gravity was interpolated from observed gravity values.
 OO0194
 OO0194;                    North         East    Units  Estimated Accuracy
 OO0194;SPC MN S     -   209,560.      923,310.      MT  (+/- 180 meters Scaled)
 OO0194
 OO0194                          SUPERSEDED SURVEY CONTROL
 OO0194
 OO0194  NGVD 29 (??/??/92)  319.721  (m)         1048.95   (f) ADJ UNCH    2 0
 OO0194
 OO0194.Superseded values are not recommended for survey control.
 OO0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0194.See file dsdata.txt to determine how the superseded data were derived.
 OO0194
 OO0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ430692(NAD 83)
 OO0194_MARKER: DD = SURVEY DISK
 OO0194_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0194_SP_SET: MONUMENT
 OO0194_STAMPING: 5509-W 1970
 OO0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0194
 OO0194  HISTORY     - Date     Condition        Report By
 OO0194  HISTORY     - 1970     MONUMENTED       MNDT
 OO0194
 OO0194                          STATION DESCRIPTION
 OO0194
 OO0194'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0194'3.0 MI S FROM ROCHESTER.
 OO0194'MARK IS LOCATED 0.05 MILES SOUTH OF THE JUNCTION OF TH 52(NEW) AND TH
 OO0194'63, 53 FEET WEST OF TH 63 SOUTHBOUND STATION 1168 + 42, 34 FEET SOUTH
 OO0194'OF THE SOUTH CONCRETE EDGE OF RAMP (TH 63 TO TH 52), 100 FEET
 OO0194'NORTHEAST OF THE TH 52 EXIT RAMP TO TH 63 SOUTHBOUND, 1 FOOT EAST OF A
 OO0194'STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT
 OO0194'SET FLUSH WITH THE GROUND.  NE1/4 SECTION 23, T 106N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0192 ***********************************************************************
 OO0192  DESIGNATION -  5509 X
 OO0192  PID         -  OO0192
 OO0192  STATE/COUNTY-  MN/OLMSTED
 OO0192  USGS QUAD   -  SIMPSON (1993)
 OO0192
 OO0192                         *CURRENT SURVEY CONTROL
 OO0192  ___________________________________________________________________
 OO0192* NAD 83(1986)-  43 58 42.     (N)    092 27 42.     (W)     SCALED    
 OO0192* NAVD 88     -       318.154  (meters)    1043.81   (feet)  ADJUSTED  
 OO0192  ___________________________________________________________________
 OO0192  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 OO0192  DYNAMIC HT  -         318.089 (meters)    1043.60  (feet)  COMP
 OO0192  MODELED GRAV-     980,403.8   (mgal)                       NAVD 88
 OO0192
 OO0192  VERT ORDER  -  SECOND    CLASS 0
 OO0192
 OO0192.The horizontal coordinates were scaled from a topographic map and have
 OO0192.an estimated accuracy of +/- 6 seconds.
 OO0192
 OO0192.The orthometric height was determined by differential leveling
 OO0192.and adjusted by the National Geodetic Survey in June 1991..
 OO0192
 OO0192.The geoid height was determined by GEOID03.
 OO0192
 OO0192.The dynamic height is computed by dividing the NAVD 88
 OO0192.geopotential number by the normal gravity value computed on the
 OO0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0192.degrees latitude (g = 980.6199 gals.).
 OO0192
 OO0192.The modeled gravity was interpolated from observed gravity values.
 OO0192
 OO0192;                    North         East    Units  Estimated Accuracy
 OO0192;SPC MN S     -   209,870.      923,420.      MT  (+/- 180 meters Scaled)
 OO0192
 OO0192                          SUPERSEDED SURVEY CONTROL
 OO0192
 OO0192  NGVD 29 (??/??/92)  318.132  (m)         1043.74   (f) ADJ UNCH    2 0
 OO0192
 OO0192.Superseded values are not recommended for survey control.
 OO0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0192.See file dsdata.txt to determine how the superseded data were derived.
 OO0192
 OO0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ431696(NAD 83)
 OO0192_MARKER: DD = SURVEY DISK
 OO0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0192_SP_SET: MONUMENT
 OO0192_STAMPING: 5509-X 1970
 OO0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0192
 OO0192  HISTORY     - Date     Condition        Report By
 OO0192  HISTORY     - 1970     MONUMENTED       NGS
 OO0192  HISTORY     - 1974     MARK NOT FOUND   USGS
 OO0192
 OO0192                          STATION DESCRIPTION
 OO0192
 OO0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 OO0192'2.9 MI S FROM ROCHESTER.
 OO0192'MARK IS LOCATED 0.1 MILES NORTH OF THE JUNCTION OF TH 63 AND TH
 OO0192'52(NEW), FEET EAST OF TH 63 NORTHBOUND CENTERLINE STATION, 80 FEET
 OO0192'SOUTHEAST OF A POWER POLE, 200 FEET WEST OF A 1 STORY FRAME HOUSE, 30
 OO0192'FEET SOUTH OF AN APPLE TREE, 25 FEET NORTHWEST OF A WILLOW TREE, 1
 OO0192'FOOT WEST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST
 OO0192'CONCRETE MONUMENT SET FLUSH WITH THE GROUND ABOUT 15 FEET LOWER THAN
 OO0192'TH 63 ROADWAY.  NW1/4 SECTION 23, T 106N, R 14W.
 OO0192
 OO0192                          STATION RECOVERY (1974)
 OO0192
 OO0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OO0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0193 ***********************************************************************
 OO0193  DESIGNATION -  5509 Y
 OO0193  PID         -  OO0193
 OO0193  STATE/COUNTY-  MN/OLMSTED
 OO0193  USGS QUAD   -  SIMPSON (1993)
 OO0193
 OO0193                         *CURRENT SURVEY CONTROL
 OO0193  ___________________________________________________________________
 OO0193* NAD 83(1986)-  43 58 41.     (N)    092 27 46.     (W)     SCALED    
 OO0193* NAVD 88     -       321.694  (meters)    1055.42   (feet)  ADJUSTED  
 OO0193  ___________________________________________________________________
 OO0193  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 OO0193  DYNAMIC HT  -         321.628 (meters)    1055.21  (feet)  COMP
 OO0193  MODELED GRAV-     980,403.5   (mgal)                       NAVD 88
 OO0193
 OO0193  VERT ORDER  -  SECOND    CLASS 0
 OO0193
 OO0193.The horizontal coordinates were scaled from a topographic map and have
 OO0193.an estimated accuracy of +/- 6 seconds.
 OO0193
 OO0193.The orthometric height was determined by differential leveling
 OO0193.and adjusted by the National Geodetic Survey in June 1991..
 OO0193
 OO0193.The geoid height was determined by GEOID03.
 OO0193
 OO0193.The dynamic height is computed by dividing the NAVD 88
 OO0193.geopotential number by the normal gravity value computed on the
 OO0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0193.degrees latitude (g = 980.6199 gals.).
 OO0193
 OO0193.The modeled gravity was interpolated from observed gravity values.
 OO0193
 OO0193;                    North         East    Units  Estimated Accuracy
 OO0193;SPC MN S     -   209,830.      923,330.      MT  (+/- 180 meters Scaled)
 OO0193
 OO0193                          SUPERSEDED SURVEY CONTROL
 OO0193
 OO0193  NGVD 29 (??/??/92)  321.671  (m)         1055.35   (f) ADJ UNCH    2 0
 OO0193
 OO0193.Superseded values are not recommended for survey control.
 OO0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0193.See file dsdata.txt to determine how the superseded data were derived.
 OO0193
 OO0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ430695(NAD 83)
 OO0193_MARKER: DD = SURVEY DISK
 OO0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0193_SP_SET: MONUMENT
 OO0193_STAMPING: 5509-Y
 OO0193_MARK LOGO: MNDT  
 OO0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0193+STABILITY: SURFACE MOTION
 OO0193
 OO0193  HISTORY     - Date     Condition        Report By
 OO0193  HISTORY     - UNK      MONUMENTED       MNDT
 OO0193  HISTORY     - 1970     GOOD             MNDT
 OO0193  HISTORY     - 1986     GOOD             MNDT
 OO0193
 OO0193                          STATION DESCRIPTION
 OO0193
 OO0193'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0193'2.9 MI S FROM ROCHESTER.
 OO0193'MARK IS LOCATED ABOUT 0.1 MILES NORTH OF JUNCTION TH 63 AND TH
 OO0193'52(NEW), 250 FEET SOUTHEAST OF THE ROCHESTER PET HOSPITAL, 200 FEET
 OO0193'NORTH OF THE BARNCADE ON A DEADEND FRONTAGE ROAD (AT A MOTEL), 30 FEET
 OO0193'EAST OF THE EAST FRONTAGE ROAD CENTERLINE, 4 FEET SOUTH OF A POWER
 OO0193'POLE, 4 FEET EAST OF A RIGHT OF WAY POST, 1 FOOT EAST OF A STEEL
 OO0193'WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST MONUMENT SET FLUSH WITH
 OO0193'THE GROUND.  NW1/4 SECTION 23, T 106N, R 14W.
 OO0193
 OO0193                          STATION RECOVERY (1986)
 OO0193
 OO0193'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 OO0193'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 OO0193'2.9 MILES SOUTH OF CITY OF ROCHESTER, 0.2 MILE SOUTH ALONG THE WEST
 OO0193'ALONG THE WEST FRONTAGE ROAD OF TRUNK HIGHWAY 63, OPPOSITE HIGHWAY
 OO0193'63 ENGINEERS STATION 1179+00 AT MILEPOINT 37.4 AND IN THE NW 1/4 OF
 OO0193'SECTION 23, T106N, R14W,   30 FEET WEST OF THE CENTERLINE OF THE WEST
 OO0193'FRONTAGE ROAD,11 FEET SOUTH OF A POWER POLE AND 0.5 FOOT EAST OF A
 OO0193'STEEL WITNESS POST, IN A PRECAST CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0782 ***********************************************************************
 OO0782  DESIGNATION -  5509 Z
 OO0782  PID         -  OO0782
 OO0782  STATE/COUNTY-  MN/OLMSTED
 OO0782  USGS QUAD   -  SIMPSON (1993)
 OO0782
 OO0782                         *CURRENT SURVEY CONTROL
 OO0782  ___________________________________________________________________
 OO0782* NAD 83(1986)-  43 58 56.     (N)    092 27 43.     (W)     SCALED    
 OO0782* NAVD 88     -       322.399  (meters)    1057.74   (feet)  ADJUSTED  
 OO0782  ___________________________________________________________________
 OO0782  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 OO0782  DYNAMIC HT  -         322.333 (meters)    1057.52  (feet)  COMP
 OO0782  MODELED GRAV-     980,404.4   (mgal)                       NAVD 88
 OO0782
 OO0782  VERT ORDER  -  SECOND    CLASS 0
 OO0782
 OO0782.The horizontal coordinates were scaled from a topographic map and have
 OO0782.an estimated accuracy of +/- 6 seconds.
 OO0782
 OO0782.The orthometric height was determined by differential leveling
 OO0782.and adjusted by the National Geodetic Survey in June 1991..
 OO0782
 OO0782.The geoid height was determined by GEOID03.
 OO0782
 OO0782.The dynamic height is computed by dividing the NAVD 88
 OO0782.geopotential number by the normal gravity value computed on the
 OO0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0782.degrees latitude (g = 980.6199 gals.).
 OO0782
 OO0782.The modeled gravity was interpolated from observed gravity values.
 OO0782
 OO0782;                    North         East    Units  Estimated Accuracy
 OO0782;SPC MN S     -   210,300.      923,390.      MT  (+/- 180 meters Scaled)
 OO0782
 OO0782                          SUPERSEDED SURVEY CONTROL
 OO0782
 OO0782  NGVD 29 (??/??/92)  322.376  (m)         1057.66   (f) ADJ UNCH    2 0
 OO0782
 OO0782.Superseded values are not recommended for survey control.
 OO0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0782.See file dsdata.txt to determine how the superseded data were derived.
 OO0782
 OO0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ431700(NAD 83)
 OO0782_MARKER: DD = SURVEY DISK
 OO0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0782_SP_SET: PRECAST CONCRETE POST
 OO0782_STAMPING: 5509 Z 1970
 OO0782_MARK LOGO: MNDT  
 OO0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0782+STABILITY: SURFACE MOTION
 OO0782
 OO0782  HISTORY     - Date     Condition        Report By
 OO0782  HISTORY     - UNK      MONUMENTED
 OO0782  HISTORY     - 1986     GOOD             MNDT
 OO0782
 OO0782                          STATION DESCRIPTION
 OO0782
 OO0782'DESCRIBED BY MN DEPT OF TRANSP 1986
 OO0782'2.5 MILES SOUTH OF CITY OF ROCHESTER, 1.6 MILES SOUTH ALONG TRUNK
 OO0782'HIGHWAY 63 FROM ITS JUNCTION WITH TRUNK HIGHWAY 14, 0.4 MILE
 OO0782'SOUTH OF PEDESTRIAN BRIDGE OVER HIGHWAY 63, 0.2 MILE SOUTH OF HIGHWAY
 OO0782'63 MILEPOST 28,  AND 66 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AT
 OO0782'ENGINEERS STATION 1193+05 AND IN NW 1/4 OF SECTION 23, T106N, R14W,
 OO0782'400.0 FEET NORTHEAST OF HANSON TIRE SERVICE, 30 FEET NORTH OF A
 OO0782'POWER POLE 2, FEET WEST OF THE EAST RIGHT-OF-WAY FENCE
 OO0782'AND A STEEL POST AND 1.0 FOOT FOOT WEST OF A STEEL
 OO0782'WITNESS POST, IN TOP OF A PRECAST CONCRETE POST RECESSED 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0167 ***********************************************************************
 PP0167  DESIGNATION -  5510 A
 PP0167  PID         -  PP0167
 PP0167  STATE/COUNTY-  MN/OLMSTED
 PP0167  USGS QUAD   -  ROCHESTER (1993)
 PP0167
 PP0167                         *CURRENT SURVEY CONTROL
 PP0167  ___________________________________________________________________
 PP0167* NAD 83(1986)-  44 02 35.     (N)    092 27 36.     (W)     SCALED    
 PP0167* NAVD 88     -       309.985  (meters)    1017.01   (feet)  ADJUSTED  
 PP0167  ___________________________________________________________________
 PP0167  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 PP0167  DYNAMIC HT  -         309.927 (meters)    1016.82  (feet)  COMP
 PP0167  MODELED GRAV-     980,421.6   (mgal)                       NAVD 88
 PP0167
 PP0167  VERT ORDER  -  SECOND    CLASS 0
 PP0167
 PP0167.The horizontal coordinates were scaled from a topographic map and have
 PP0167.an estimated accuracy of +/- 6 seconds.
 PP0167
 PP0167.The orthometric height was determined by differential leveling
 PP0167.and adjusted by the National Geodetic Survey in June 1991..
 PP0167
 PP0167.The geoid height was determined by GEOID03.
 PP0167
 PP0167.The dynamic height is computed by dividing the NAVD 88
 PP0167.geopotential number by the normal gravity value computed on the
 PP0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0167.degrees latitude (g = 980.6199 gals.).
 PP0167
 PP0167.The modeled gravity was interpolated from observed gravity values.
 PP0167
 PP0167;                    North         East    Units  Estimated Accuracy
 PP0167;SPC MN S     -   217,060.      923,420.      MT  (+/- 180 meters Scaled)
 PP0167
 PP0167                          SUPERSEDED SURVEY CONTROL
 PP0167
 PP0167  NGVD 29 (??/??/92)  309.962  (m)         1016.93   (f) ADJ UNCH    2 0
 PP0167
 PP0167.Superseded values are not recommended for survey control.
 PP0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0167.See file dsdata.txt to determine how the superseded data were derived.
 PP0167
 PP0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ432767(NAD 83)
 PP0167_MARKER: DD = SURVEY DISK
 PP0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0167_STAMPING: 5510-A 1970
 PP0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0167+STABILITY: SURFACE MOTION
 PP0167
 PP0167  HISTORY     - Date     Condition        Report By
 PP0167  HISTORY     - 1970     MONUMENTED       MNDT
 PP0167
 PP0167                          STATION DESCRIPTION
 PP0167
 PP0167'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0167'0.5 MI NE FROM ROCHESTER.
 PP0167'MARK IS LOCATED ABOUT 0.5 MILES NORTH OF THE NORTH END OF SILVER LAKE,
 PP0167'155 FEET SOUTH OF AN ENTRANCE TO PODIN FREIGHTWAYS, 60 FEET WEST OF
 PP0167'T.H. 63 CENTERLINE STATION 1419+80, 43 FEET NORTH OF A POWER POLE, 1
 PP0167'FOOT EAST OF A STEEL WITNESS POST, IN THE TOP OF A 6-FOOT PRE-CAST
 PP0167'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 26, T
 PP0167'107N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0166 ***********************************************************************
 PP0166  DESIGNATION -  5510 B
 PP0166  PID         -  PP0166
 PP0166  STATE/COUNTY-  MN/OLMSTED
 PP0166  USGS QUAD   -  ROCHESTER (1993)
 PP0166
 PP0166                         *CURRENT SURVEY CONTROL
 PP0166  ___________________________________________________________________
 PP0166* NAD 83(1986)-  44 02 54.     (N)    092 27 23.     (W)     SCALED    
 PP0166* NAVD 88     -       323.537  (meters)    1061.47   (feet)  ADJUSTED  
 PP0166  ___________________________________________________________________
 PP0166  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 PP0166  DYNAMIC HT  -         323.476 (meters)    1061.27  (feet)  COMP
 PP0166  MODELED GRAV-     980,422.8   (mgal)                       NAVD 88
 PP0166
 PP0166  VERT ORDER  -  SECOND    CLASS 0
 PP0166
 PP0166.The horizontal coordinates were scaled from a topographic map and have
 PP0166.an estimated accuracy of +/- 6 seconds.
 PP0166
 PP0166.The orthometric height was determined by differential leveling
 PP0166.and adjusted by the National Geodetic Survey in June 1991..
 PP0166
 PP0166.The geoid height was determined by GEOID03.
 PP0166
 PP0166.The dynamic height is computed by dividing the NAVD 88
 PP0166.geopotential number by the normal gravity value computed on the
 PP0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0166.degrees latitude (g = 980.6199 gals.).
 PP0166
 PP0166.The modeled gravity was interpolated from observed gravity values.
 PP0166
 PP0166;                    North         East    Units  Estimated Accuracy
 PP0166;SPC MN S     -   217,650.      923,690.      MT  (+/- 180 meters Scaled)
 PP0166
 PP0166                          SUPERSEDED SURVEY CONTROL
 PP0166
 PP0166  NGVD 29 (??/??/92)  323.514  (m)         1061.40   (f) ADJ UNCH    2 0
 PP0166
 PP0166.Superseded values are not recommended for survey control.
 PP0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0166.See file dsdata.txt to determine how the superseded data were derived.
 PP0166
 PP0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ435773(NAD 83)
 PP0166_MARKER: DD = SURVEY DISK
 PP0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0166_STAMPING: 5510-B 1970
 PP0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0166+STABILITY: SURFACE MOTION
 PP0166
 PP0166  HISTORY     - Date     Condition        Report By
 PP0166  HISTORY     - 1970     MONUMENTED       MNDT
 PP0166
 PP0166                          STATION DESCRIPTION
 PP0166
 PP0166'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0166'IN ROCHESTER.
 PP0166'MARK IS LOCATED ABOUT 0.7 MILES SOUTH OF COUNTY ROAD 22, 105 FEET WEST
 PP0166'OF T.H. 63 CENTERLINE STATION 1441+97, 75 FEET SOUTH OF 24TH STREET
 PP0166'NORTHEAST, 39 FEET SOUTH OF A POWER POLE, 2 FEET SOUTHEAST OF A STEEL
 PP0166'WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP0166'PROJECTING 2 INCHES ABOVE GROUND.  NW 1/4 SECTION 25, T 107N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0165 ***********************************************************************
 PP0165  DESIGNATION -  5510 C
 PP0165  PID         -  PP0165
 PP0165  STATE/COUNTY-  MN/OLMSTED
 PP0165  USGS QUAD   -  ROCHESTER (1993)
 PP0165
 PP0165                         *CURRENT SURVEY CONTROL
 PP0165  ___________________________________________________________________
 PP0165* NAD 83(1986)-  44 03 13.     (N)    092 27 18.     (W)     SCALED    
 PP0165* NAVD 88     -       311.345  (meters)    1021.47   (feet)  ADJUSTED  
 PP0165  ___________________________________________________________________
 PP0165  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 PP0165  DYNAMIC HT  -         311.287 (meters)    1021.28  (feet)  COMP
 PP0165  MODELED GRAV-     980,423.7   (mgal)                       NAVD 88
 PP0165
 PP0165  VERT ORDER  -  SECOND    CLASS 0
 PP0165
 PP0165.The horizontal coordinates were scaled from a topographic map and have
 PP0165.an estimated accuracy of +/- 6 seconds.
 PP0165
 PP0165.The orthometric height was determined by differential leveling
 PP0165.and adjusted by the National Geodetic Survey in June 1991..
 PP0165
 PP0165.The geoid height was determined by GEOID03.
 PP0165
 PP0165.The dynamic height is computed by dividing the NAVD 88
 PP0165.geopotential number by the normal gravity value computed on the
 PP0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0165.degrees latitude (g = 980.6199 gals.).
 PP0165
 PP0165.The modeled gravity was interpolated from observed gravity values.
 PP0165
 PP0165;                    North         East    Units  Estimated Accuracy
 PP0165;SPC MN S     -   218,240.      923,790.      MT  (+/- 180 meters Scaled)
 PP0165
 PP0165                          SUPERSEDED SURVEY CONTROL
 PP0165
 PP0165  NGVD 29 (??/??/92)  311.323  (m)         1021.40   (f) ADJ UNCH    2 0
 PP0165
 PP0165.Superseded values are not recommended for survey control.
 PP0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0165.See file dsdata.txt to determine how the superseded data were derived.
 PP0165
 PP0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ436779(NAD 83)
 PP0165_MARKER: DD = SURVEY DISK
 PP0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0165_STAMPING: 5510-C 1970
 PP0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0165+STABILITY: SURFACE MOTION
 PP0165
 PP0165  HISTORY     - Date     Condition        Report By
 PP0165  HISTORY     - 1970     MONUMENTED       MNDT
 PP0165
 PP0165                          STATION DESCRIPTION
 PP0165
 PP0165'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0165'IN ROCHESTER.
 PP0165'MARK IS LOCATED ABOUT 0.5 MILES SOUTH OF COUNTY ROAD 22, 228 FEET
 PP0165'SOUTH OF 27TH STREET NORTHEAST, 75 FEET WEST OF T.H. 63 CENTERLINE
 PP0165'STATION 63 + 69, 12 FEET EAST OF THE NORTHEAST CORNER OF A PARKING LOT
 PP0165'(EVANGELICAL UNITED METHODIST CHURCH) 1 FOOT EAST OF A STEEL WITNESS
 PP0165'POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH
 PP0165'THE GROUND.  SW 1/4 SECTION 24, T 107N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0164 ***********************************************************************
 PP0164  DESIGNATION -  5510 D
 PP0164  PID         -  PP0164
 PP0164  STATE/COUNTY-  MN/OLMSTED
 PP0164  USGS QUAD   -  ROCHESTER (1993)
 PP0164
 PP0164                         *CURRENT SURVEY CONTROL
 PP0164  ___________________________________________________________________
 PP0164* NAD 83(1986)-  44 03 34.     (N)    092 27 15.     (W)     SCALED    
 PP0164* NAVD 88     -       306.398  (meters)    1005.24   (feet)  ADJUSTED  
 PP0164  ___________________________________________________________________
 PP0164  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 PP0164  DYNAMIC HT  -         306.341 (meters)    1005.05  (feet)  COMP
 PP0164  MODELED GRAV-     980,424.7   (mgal)                       NAVD 88
 PP0164
 PP0164  VERT ORDER  -  SECOND    CLASS 0
 PP0164
 PP0164.The horizontal coordinates were scaled from a topographic map and have
 PP0164.an estimated accuracy of +/- 6 seconds.
 PP0164
 PP0164.The orthometric height was determined by differential leveling
 PP0164.and adjusted by the National Geodetic Survey in June 1991..
 PP0164
 PP0164.The geoid height was determined by GEOID03.
 PP0164
 PP0164.The dynamic height is computed by dividing the NAVD 88
 PP0164.geopotential number by the normal gravity value computed on the
 PP0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0164.degrees latitude (g = 980.6199 gals.).
 PP0164
 PP0164.The modeled gravity was interpolated from observed gravity values.
 PP0164
 PP0164;                    North         East    Units  Estimated Accuracy
 PP0164;SPC MN S     -   218,890.      923,850.      MT  (+/- 180 meters Scaled)
 PP0164
 PP0164                          SUPERSEDED SURVEY CONTROL
 PP0164
 PP0164  NGVD 29 (??/??/92)  306.377  (m)         1005.17   (f) ADJ UNCH    2 0
 PP0164
 PP0164.Superseded values are not recommended for survey control.
 PP0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0164.See file dsdata.txt to determine how the superseded data were derived.
 PP0164
 PP0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ437786(NAD 83)
 PP0164_MARKER: DD = SURVEY DISK
 PP0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0164_STAMPING: 5510-D 1970
 PP0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0164+STABILITY: SURFACE MOTION
 PP0164
 PP0164  HISTORY     - Date     Condition        Report By
 PP0164  HISTORY     - 1970     MONUMENTED       MNDT
 PP0164
 PP0164                          STATION DESCRIPTION
 PP0164
 PP0164'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0164'1.3 MI N FROM ROCHESTER.
 PP0164'MARK IS LOCATED ABOUT 246 FEET WEST OF T.H. 63 CENTERLINE STATION 85 +
 PP0164'32, 75 FEET NORTH OF COUNTY ROAD 22 CENTERLINE, 1 FOOT EAST OF A STEEL
 PP0164'WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP0164'PROJECTING 2 INCHES ABOVE GROUND.  NW 1/4 SECTION 24, T 107N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0163 ***********************************************************************
 PP0163  DESIGNATION -  5510 E
 PP0163  PID         -  PP0163
 PP0163  STATE/COUNTY-  MN/OLMSTED
 PP0163  USGS QUAD   -  ROCHESTER (1993)
 PP0163
 PP0163                         *CURRENT SURVEY CONTROL
 PP0163  ___________________________________________________________________
 PP0163* NAD 83(1986)-  44 03 47.     (N)    092 27 06.     (W)     SCALED    
 PP0163* NAVD 88     -       313.045  (meters)    1027.05   (feet)  ADJUSTED  
 PP0163  ___________________________________________________________________
 PP0163  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 PP0163  DYNAMIC HT  -         312.987 (meters)    1026.86  (feet)  COMP
 PP0163  MODELED GRAV-     980,425.5   (mgal)                       NAVD 88
 PP0163
 PP0163  VERT ORDER  -  SECOND    CLASS 0
 PP0163
 PP0163.The horizontal coordinates were scaled from a topographic map and have
 PP0163.an estimated accuracy of +/- 6 seconds.
 PP0163
 PP0163.The orthometric height was determined by differential leveling
 PP0163.and adjusted by the National Geodetic Survey in June 1991..
 PP0163
 PP0163.The geoid height was determined by GEOID03.
 PP0163
 PP0163.The dynamic height is computed by dividing the NAVD 88
 PP0163.geopotential number by the normal gravity value computed on the
 PP0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0163.degrees latitude (g = 980.6199 gals.).
 PP0163
 PP0163.The modeled gravity was interpolated from observed gravity values.
 PP0163
 PP0163;                    North         East    Units  Estimated Accuracy
 PP0163;SPC MN S     -   219,290.      924,040.      MT  (+/- 180 meters Scaled)
 PP0163
 PP0163                          SUPERSEDED SURVEY CONTROL
 PP0163
 PP0163  NGVD 29 (??/??/92)  313.023  (m)         1026.98   (f) ADJ UNCH    2 0
 PP0163
 PP0163.Superseded values are not recommended for survey control.
 PP0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0163.See file dsdata.txt to determine how the superseded data were derived.
 PP0163
 PP0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ439790(NAD 83)
 PP0163_MARKER: DD = SURVEY DISK
 PP0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0163_STAMPING: 5510-E 1970
 PP0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0163+STABILITY: SURFACE MOTION
 PP0163
 PP0163  HISTORY     - Date     Condition        Report By
 PP0163  HISTORY     - 1970     MONUMENTED       MNDT
 PP0163
 PP0163                          STATION DESCRIPTION
 PP0163
 PP0163'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0163'1.7 MI N FROM ROCHESTER.
 PP0163'MARK IS LOCATED ABOUT 0.5 MILES SOUTH OF COUNTY ROAD 124 (M), 185 EAST
 PP0163'OF T.H. 63 CENTERLINE STATION 107 + 75, 2 FEET NORTH OF A FENCE LINE,
 PP0163'1 FOOT WEST OF A STEEL WITNESS POST IN THE TOP OF A 6 FOOT PRE-CAST
 PP0163'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 13, T
 PP0163'107N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0161 ***********************************************************************
 PP0161  DESIGNATION -  5510 G
 PP0161  PID         -  PP0161
 PP0161  STATE/COUNTY-  MN/OLMSTED
 PP0161  USGS QUAD   -  ROCHESTER (1993)
 PP0161
 PP0161                         *CURRENT SURVEY CONTROL
 PP0161  ___________________________________________________________________
 PP0161* NAD 83(1986)-  44 04 30.     (N)    092 26 55.     (W)     SCALED    
 PP0161* NAVD 88     -       307.417  (meters)    1008.58   (feet)  ADJUSTED  
 PP0161  ___________________________________________________________________
 PP0161  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 PP0161  DYNAMIC HT  -         307.361 (meters)    1008.40  (feet)  COMP
 PP0161  MODELED GRAV-     980,427.7   (mgal)                       NAVD 88
 PP0161
 PP0161  VERT ORDER  -  SECOND    CLASS 0
 PP0161
 PP0161.The horizontal coordinates were scaled from a topographic map and have
 PP0161.an estimated accuracy of +/- 6 seconds.
 PP0161
 PP0161.The orthometric height was determined by differential leveling
 PP0161.and adjusted by the National Geodetic Survey in June 1991..
 PP0161
 PP0161.The geoid height was determined by GEOID03.
 PP0161
 PP0161.The dynamic height is computed by dividing the NAVD 88
 PP0161.geopotential number by the normal gravity value computed on the
 PP0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0161.degrees latitude (g = 980.6199 gals.).
 PP0161
 PP0161.The modeled gravity was interpolated from observed gravity values.
 PP0161
 PP0161;                    North         East    Units  Estimated Accuracy
 PP0161;SPC MN S     -   220,620.      924,260.      MT  (+/- 180 meters Scaled)
 PP0161
 PP0161                          SUPERSEDED SURVEY CONTROL
 PP0161
 PP0161  NGVD 29 (??/??/92)  307.397  (m)         1008.52   (f) ADJ UNCH    2 0
 PP0161
 PP0161.Superseded values are not recommended for survey control.
 PP0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0161.See file dsdata.txt to determine how the superseded data were derived.
 PP0161
 PP0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ441803(NAD 83)
 PP0161_MARKER: DD = SURVEY DISK
 PP0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0161_STAMPING: 5510-G 1970
 PP0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0161+STABILITY: SURFACE MOTION
 PP0161
 PP0161  HISTORY     - Date     Condition        Report By
 PP0161  HISTORY     - 1970     MONUMENTED       MNDT
 PP0161  HISTORY     - 1972     MARK NOT FOUND   USGS
 PP0161  HISTORY     - 19850101 MARK NOT FOUND   MNDT
 PP0161
 PP0161                          STATION DESCRIPTION
 PP0161
 PP0161'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0161'2.5 MI N FROM ROCHESTER.
 PP0161'MARK IS LOCATED ABOUT 2.4 MILES SOUTH OF COUNTY ROAD 14, NEAR A
 PP0161'TRAILER SALES LOT, 250 FEET NORTH OF A METAL SHED (BOATS) 184 FEET
 PP0161'EAST OF T.H. 63, 140 FEET SOUTHEAST OF A POWER POLE, IN THE TOP OF A
 PP0161'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION
 PP0161'13, T 107N, R 14W.
 PP0161
 PP0161                          STATION RECOVERY (1972)
 PP0161
 PP0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PP0161'MARK NOT FOUND.
 PP0161
 PP0161                          STATION RECOVERY (1985)
 PP0161
 PP0161'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 PP0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0160 ***********************************************************************
 PP0160  DESIGNATION -  5510 H
 PP0160  PID         -  PP0160
 PP0160  STATE/COUNTY-  MN/OLMSTED
 PP0160  USGS QUAD   -  ROCHESTER (1993)
 PP0160
 PP0160                         *CURRENT SURVEY CONTROL
 PP0160  ___________________________________________________________________
 PP0160* NAD 83(1986)-  44 04 45.     (N)    092 27 01.     (W)     SCALED    
 PP0160* NAVD 88     -       311.676  (meters)    1022.56   (feet)  ADJUSTED  
 PP0160  ___________________________________________________________________
 PP0160  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 PP0160  DYNAMIC HT  -         311.619 (meters)    1022.37  (feet)  COMP
 PP0160  MODELED GRAV-     980,428.2   (mgal)                       NAVD 88
 PP0160
 PP0160  VERT ORDER  -  SECOND    CLASS 0
 PP0160
 PP0160.The horizontal coordinates were scaled from a topographic map and have
 PP0160.an estimated accuracy of +/- 6 seconds.
 PP0160
 PP0160.The orthometric height was determined by differential leveling
 PP0160.and adjusted by the National Geodetic Survey in June 1991..
 PP0160
 PP0160.The geoid height was determined by GEOID03.
 PP0160
 PP0160.The dynamic height is computed by dividing the NAVD 88
 PP0160.geopotential number by the normal gravity value computed on the
 PP0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0160.degrees latitude (g = 980.6199 gals.).
 PP0160
 PP0160.The modeled gravity was interpolated from observed gravity values.
 PP0160
 PP0160;                    North         East    Units  Estimated Accuracy
 PP0160;SPC MN S     -   221,090.      924,120.      MT  (+/- 180 meters Scaled)
 PP0160
 PP0160                          SUPERSEDED SURVEY CONTROL
 PP0160
 PP0160  NGVD 29 (??/??/92)  311.655  (m)         1022.49   (f) ADJ UNCH    2 0
 PP0160
 PP0160.Superseded values are not recommended for survey control.
 PP0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0160.See file dsdata.txt to determine how the superseded data were derived.
 PP0160
 PP0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ440808(NAD 83)
 PP0160_MARKER: DD = SURVEY DISK
 PP0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0160_STAMPING: 5510-H 1970
 PP0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0160+STABILITY: SURFACE MOTION
 PP0160
 PP0160  HISTORY     - Date     Condition        Report By
 PP0160  HISTORY     - 1970     MONUMENTED       MNDT
 PP0160
 PP0160                          STATION DESCRIPTION
 PP0160
 PP0160'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0160'2.8 MI N FROM ROCHESTER.
 PP0160'MARK IS LOCATED ABOUT 2.1 MILES SOUTH OF COUNTY ROAD 14, AT THE
 PP0160'SOUTHEAST CORNER OF BOOKS TRAILER PARK, 125 FEET WEST OF T.H. 63, 55
 PP0160'FEET SOUTH OF A T-ROAD WEST, 50 FEET EAST OF A ROADWAY (IN THE TRAILER
 PP0160'PARK), 15 FEET NORTH OF A TELEPHONE POLE, 14 FEET SOUTH-SOUTHEAST OF A
 PP0160'TELEPHONE POLE, 12 FEET NORTH OF A ROW OF BUSHES, 1 FOOT EAST OF A
 PP0160'STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP0160'SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 12, T 107N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0159 ***********************************************************************
 PP0159  DESIGNATION -  5510 J
 PP0159  PID         -  PP0159
 PP0159  STATE/COUNTY-  MN/OLMSTED
 PP0159  USGS QUAD   -  ROCHESTER (1993)
 PP0159
 PP0159                         *CURRENT SURVEY CONTROL
 PP0159  ___________________________________________________________________
 PP0159* NAD 83(1986)-  44 05 06.     (N)    092 26 48.     (W)     SCALED    
 PP0159* NAVD 88     -       314.620  (meters)    1032.22   (feet)  ADJUSTED  
 PP0159  ___________________________________________________________________
 PP0159  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 PP0159  DYNAMIC HT  -         314.563 (meters)    1032.03  (feet)  COMP
 PP0159  MODELED GRAV-     980,429.6   (mgal)                       NAVD 88
 PP0159
 PP0159  VERT ORDER  -  SECOND    CLASS 0
 PP0159
 PP0159.The horizontal coordinates were scaled from a topographic map and have
 PP0159.an estimated accuracy of +/- 6 seconds.
 PP0159
 PP0159.The orthometric height was determined by differential leveling
 PP0159.and adjusted by the National Geodetic Survey in June 1991..
 PP0159
 PP0159.The geoid height was determined by GEOID03.
 PP0159
 PP0159.The dynamic height is computed by dividing the NAVD 88
 PP0159.geopotential number by the normal gravity value computed on the
 PP0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0159.degrees latitude (g = 980.6199 gals.).
 PP0159
 PP0159.The modeled gravity was interpolated from observed gravity values.
 PP0159
 PP0159;                    North         East    Units  Estimated Accuracy
 PP0159;SPC MN S     -   221,740.      924,400.      MT  (+/- 180 meters Scaled)
 PP0159
 PP0159                          SUPERSEDED SURVEY CONTROL
 PP0159
 PP0159  NGVD 29 (??/??/92)  314.600  (m)         1032.15   (f) ADJ UNCH    2 0
 PP0159
 PP0159.Superseded values are not recommended for survey control.
 PP0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0159.See file dsdata.txt to determine how the superseded data were derived.
 PP0159
 PP0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ443814(NAD 83)
 PP0159_MARKER: DD = SURVEY DISK
 PP0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0159_STAMPING: 5510-J 1970
 PP0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0159+STABILITY: SURFACE MOTION
 PP0159
 PP0159  HISTORY     - Date     Condition        Report By
 PP0159  HISTORY     - 1970     MONUMENTED       MNDT
 PP0159
 PP0159                          STATION DESCRIPTION
 PP0159
 PP0159'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0159'3.3 MI N FROM ROCHESTER.
 PP0159'MARK IS LOCATED ABOUT 1.7 MILES SOUTH OF COUNTY ROAD 14 160 FEET EAST
 PP0159'OF T.H. 63, 75 FEET EAST-SOUTHEAST OF A POWER POLE, 12 FEET WEST OF A
 PP0159'12 INCH ELM TREE, 8 FEET SOUTH OF A PRIVATE DRIVE CENTERLINE
 PP0159'(VANSHAICK RESIDENCE), 2 FEET NORTH OF A FENCE LINE, 1 FOOT WEST OF A
 PP0159'STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP0159'SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 12, T 107N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0158 ***********************************************************************
 PP0158  DESIGNATION -  5510 K
 PP0158  PID         -  PP0158
 PP0158  STATE/COUNTY-  MN/OLMSTED
 PP0158  USGS QUAD   -  ROCHESTER (1993)
 PP0158
 PP0158                         *CURRENT SURVEY CONTROL
 PP0158  ___________________________________________________________________
 PP0158* NAD 83(1986)-  44 05 21.     (N)    092 26 40.     (W)     SCALED    
 PP0158* NAVD 88     -       314.445  (meters)    1031.64   (feet)  ADJUSTED  
 PP0158  ___________________________________________________________________
 PP0158  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 PP0158  DYNAMIC HT  -         314.389 (meters)    1031.46  (feet)  COMP
 PP0158  MODELED GRAV-     980,430.5   (mgal)                       NAVD 88
 PP0158
 PP0158  VERT ORDER  -  SECOND    CLASS 0
 PP0158
 PP0158.The horizontal coordinates were scaled from a topographic map and have
 PP0158.an estimated accuracy of +/- 6 seconds.
 PP0158
 PP0158.The orthometric height was determined by differential leveling
 PP0158.and adjusted by the National Geodetic Survey in June 1991..
 PP0158
 PP0158.The geoid height was determined by GEOID03.
 PP0158
 PP0158.The dynamic height is computed by dividing the NAVD 88
 PP0158.geopotential number by the normal gravity value computed on the
 PP0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0158.degrees latitude (g = 980.6199 gals.).
 PP0158
 PP0158.The modeled gravity was interpolated from observed gravity values.
 PP0158
 PP0158;                    North         East    Units  Estimated Accuracy
 PP0158;SPC MN S     -   222,200.      924,560.      MT  (+/- 180 meters Scaled)
 PP0158
 PP0158                          SUPERSEDED SURVEY CONTROL
 PP0158
 PP0158  NGVD 29 (??/??/92)  314.425  (m)         1031.58   (f) ADJ UNCH    2 0
 PP0158
 PP0158.Superseded values are not recommended for survey control.
 PP0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0158.See file dsdata.txt to determine how the superseded data were derived.
 PP0158
 PP0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ444819(NAD 83)
 PP0158_MARKER: DD = SURVEY DISK
 PP0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0158_STAMPING: 5510-K 1970
 PP0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0158+STABILITY: SURFACE MOTION
 PP0158
 PP0158  HISTORY     - Date     Condition        Report By
 PP0158  HISTORY     - 1970     MONUMENTED       MNDT
 PP0158
 PP0158                          STATION DESCRIPTION
 PP0158
 PP0158'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0158'3.6 MI N FROM ROCHESTER.
 PP0158'MARK IS LOCATED ABOUT 1.4 MILES SOUTH OF COUNTY ROAD 14, 750 FEET
 PP0158'SOUTH OF A T-ROAD WEST, 125 FEET WEST OF T.H. 63, 91 FEET SOUTHWEST OF
 PP0158'A TELEPHONE POLE, 50 FEET NORTH OF THE EDGE OF THE WOODS, 1 FOOT EAST
 PP0158'OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE
 PP0158'MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 12, T 107N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0157 ***********************************************************************
 PP0157  DESIGNATION -  5510 L
 PP0157  PID         -  PP0157
 PP0157  STATE/COUNTY-  MN/OLMSTED
 PP0157  USGS QUAD   -  ROCHESTER (1993)
 PP0157
 PP0157                         *CURRENT SURVEY CONTROL
 PP0157  ___________________________________________________________________
 PP0157* NAD 83(1986)-  44 05 32.     (N)    092 26 30.     (W)     SCALED    
 PP0157* NAVD 88     -       319.720  (meters)    1048.95   (feet)  ADJUSTED  
 PP0157  ___________________________________________________________________
 PP0157  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 PP0157  DYNAMIC HT  -         319.663 (meters)    1048.76  (feet)  COMP
 PP0157  MODELED GRAV-     980,431.4   (mgal)                       NAVD 88
 PP0157
 PP0157  VERT ORDER  -  SECOND    CLASS 0
 PP0157
 PP0157.The horizontal coordinates were scaled from a topographic map and have
 PP0157.an estimated accuracy of +/- 6 seconds.
 PP0157
 PP0157.The orthometric height was determined by differential leveling
 PP0157.and adjusted by the National Geodetic Survey in June 1991..
 PP0157
 PP0157.The geoid height was determined by GEOID03.
 PP0157
 PP0157.The dynamic height is computed by dividing the NAVD 88
 PP0157.geopotential number by the normal gravity value computed on the
 PP0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0157.degrees latitude (g = 980.6199 gals.).
 PP0157
 PP0157.The modeled gravity was interpolated from observed gravity values.
 PP0157
 PP0157;                    North         East    Units  Estimated Accuracy
 PP0157;SPC MN S     -   222,550.      924,780.      MT  (+/- 180 meters Scaled)
 PP0157
 PP0157                          SUPERSEDED SURVEY CONTROL
 PP0157
 PP0157  NGVD 29 (??/??/92)  319.700  (m)         1048.88   (f) ADJ UNCH    2 0
 PP0157
 PP0157.Superseded values are not recommended for survey control.
 PP0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0157.See file dsdata.txt to determine how the superseded data were derived.
 PP0157
 PP0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ446822(NAD 83)
 PP0157_MARKER: DD = SURVEY DISK
 PP0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0157_STAMPING: 5510-L 1970
 PP0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0157+STABILITY: SURFACE MOTION
 PP0157
 PP0157  HISTORY     - Date     Condition        Report By
 PP0157  HISTORY     - 1970     MONUMENTED       MNDT
 PP0157
 PP0157                          STATION DESCRIPTION
 PP0157
 PP0157'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0157'3.9 MI N FROM ROCHESTER.
 PP0157'MARK IS LOCATED ABOUT 1.1 MILES SOUTH OF COUNTY ROAD 14, 125 FEET WEST
 PP0157'OF T.H. 63, 100 FEET NORTH OF A T-ROAD WEST 93 FEET SOUTHWEST OF A
 PP0157'TELEPHONE POLE, 4 FEET WEST OF A FENCE LINE, 2 FEET EAST OF A STEEL
 PP0157'WITNESS POST IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP0157'PROJECTING 2 INCHES ABOVE GROUND.  NE 1/4 SECTION 12, T 107N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0156 ***********************************************************************
 PP0156  DESIGNATION -  5510 M
 PP0156  PID         -  PP0156
 PP0156  STATE/COUNTY-  MN/OLMSTED
 PP0156  USGS QUAD   -  ROCHESTER (1993)
 PP0156
 PP0156                         *CURRENT SURVEY CONTROL
 PP0156  ___________________________________________________________________
 PP0156* NAD 83(1986)-  44 05 39.     (N)    092 26 25.     (W)     SCALED    
 PP0156* NAVD 88     -       315.436  (meters)    1034.89   (feet)  ADJUSTED  
 PP0156  ___________________________________________________________________
 PP0156  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 PP0156  DYNAMIC HT  -         315.380 (meters)    1034.71  (feet)  COMP
 PP0156  MODELED GRAV-     980,431.9   (mgal)                       NAVD 88
 PP0156
 PP0156  VERT ORDER  -  SECOND    CLASS 0
 PP0156
 PP0156.The horizontal coordinates were scaled from a topographic map and have
 PP0156.an estimated accuracy of +/- 6 seconds.
 PP0156
 PP0156.The orthometric height was determined by differential leveling
 PP0156.and adjusted by the National Geodetic Survey in June 1991..
 PP0156
 PP0156.The geoid height was determined by GEOID03.
 PP0156
 PP0156.The dynamic height is computed by dividing the NAVD 88
 PP0156.geopotential number by the normal gravity value computed on the
 PP0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0156.degrees latitude (g = 980.6199 gals.).
 PP0156
 PP0156.The modeled gravity was interpolated from observed gravity values.
 PP0156
 PP0156;                    North         East    Units  Estimated Accuracy
 PP0156;SPC MN S     -   222,770.      924,890.      MT  (+/- 180 meters Scaled)
 PP0156
 PP0156                          SUPERSEDED SURVEY CONTROL
 PP0156
 PP0156  NGVD 29 (??/??/92)  315.416  (m)         1034.83   (f) ADJ UNCH    2 0
 PP0156
 PP0156.Superseded values are not recommended for survey control.
 PP0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0156.See file dsdata.txt to determine how the superseded data were derived.
 PP0156
 PP0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ448824(NAD 83)
 PP0156_MARKER: DD = SURVEY DISK
 PP0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0156_STAMPING: 5510-M 1970
 PP0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0156+STABILITY: SURFACE MOTION
 PP0156
 PP0156  HISTORY     - Date     Condition        Report By
 PP0156  HISTORY     - 1970     MONUMENTED       MNDT
 PP0156
 PP0156                          STATION DESCRIPTION
 PP0156
 PP0156'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0156'4.1 MI N FROM ROCHESTER.
 PP0156'MARK IS LOCATED ABOUT 0.9 MILES SOUTH OF COUNTY ROAD 14, 75 FEET WEST
 PP0156'OF T.H. 63 CENTERLINE, 12 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 4
 PP0156'FEET WEST-SOUTHWEST OF A FENCE CORNER (T), 1 FOOT EAST OF A STEEL
 PP0156'WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET
 PP0156'FLUSH WITH THE GROUND.  SE 1/4 SECTION 1, T 107, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0154 ***********************************************************************
 PP0154  DESIGNATION -  5510 N
 PP0154  PID         -  PP0154
 PP0154  STATE/COUNTY-  MN/OLMSTED
 PP0154  USGS QUAD   -  ROCHESTER (1993)
 PP0154
 PP0154                         *CURRENT SURVEY CONTROL
 PP0154  ___________________________________________________________________
 PP0154* NAD 83(1986)-  44 06 00.     (N)    092 26 08.     (W)     SCALED    
 PP0154* NAVD 88     -       306.209  (meters)    1004.62   (feet)  ADJUSTED  
 PP0154  ___________________________________________________________________
 PP0154  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 PP0154  DYNAMIC HT  -         306.154 (meters)    1004.44  (feet)  COMP
 PP0154  MODELED GRAV-     980,433.4   (mgal)                       NAVD 88
 PP0154
 PP0154  VERT ORDER  -  SECOND    CLASS 0
 PP0154
 PP0154.The horizontal coordinates were scaled from a topographic map and have
 PP0154.an estimated accuracy of +/- 6 seconds.
 PP0154
 PP0154.The orthometric height was determined by differential leveling
 PP0154.and adjusted by the National Geodetic Survey in June 1991..
 PP0154
 PP0154.The geoid height was determined by GEOID03.
 PP0154
 PP0154.The dynamic height is computed by dividing the NAVD 88
 PP0154.geopotential number by the normal gravity value computed on the
 PP0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0154.degrees latitude (g = 980.6199 gals.).
 PP0154
 PP0154.The modeled gravity was interpolated from observed gravity values.
 PP0154
 PP0154;                    North         East    Units  Estimated Accuracy
 PP0154;SPC MN S     -   223,420.      925,250.      MT  (+/- 180 meters Scaled)
 PP0154
 PP0154                          SUPERSEDED SURVEY CONTROL
 PP0154
 PP0154  NGVD 29 (??/??/92)  306.189  (m)         1004.56   (f) ADJ UNCH    2 0
 PP0154
 PP0154.Superseded values are not recommended for survey control.
 PP0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0154.See file dsdata.txt to determine how the superseded data were derived.
 PP0154
 PP0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ451831(NAD 83)
 PP0154_MARKER: DD = SURVEY DISK
 PP0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0154_STAMPING: 5510-N 1970
 PP0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0154+STABILITY: SURFACE MOTION
 PP0154
 PP0154  HISTORY     - Date     Condition        Report By
 PP0154  HISTORY     - 1970     MONUMENTED       MNDT
 PP0154
 PP0154                          STATION DESCRIPTION
 PP0154
 PP0154'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0154'4.5 MI N FROM ROCHESTER.
 PP0154'MARK IS LOCATED ABOUT 0.5 MILES SOUTH OF COUNTY ROAD 14, 185 FEET EAST
 PP0154'OF T.H. 63, 110 FEET EAST OF A FENCE CORNER, 2 FEET SOUTH OF A STEEL
 PP0154'WITNESS POST, 1 FOOT SOUTH OF A FENCE, IN THE TOP OF A 6 FOOT PRE-CAST
 PP0154'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 6, T
 PP0154'107N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0153 ***********************************************************************
 PP0153  DESIGNATION -  5510 P
 PP0153  PID         -  PP0153
 PP0153  STATE/COUNTY-  MN/OLMSTED
 PP0153  USGS QUAD   -  ROCHESTER (1993)
 PP0153
 PP0153                         *CURRENT SURVEY CONTROL
 PP0153  ___________________________________________________________________
 PP0153* NAD 83(1986)-  44 06 31.     (N)    092 25 48.     (W)     SCALED    
 PP0153* NAVD 88     -       312.247  (meters)    1024.43   (feet)  ADJUSTED  
 PP0153  ___________________________________________________________________
 PP0153  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 PP0153  DYNAMIC HT  -         312.192 (meters)    1024.25  (feet)  COMP
 PP0153  MODELED GRAV-     980,435.5   (mgal)                       NAVD 88
 PP0153
 PP0153  VERT ORDER  -  SECOND    CLASS 0
 PP0153
 PP0153.The horizontal coordinates were scaled from a topographic map and have
 PP0153.an estimated accuracy of +/- 6 seconds.
 PP0153
 PP0153.The orthometric height was determined by differential leveling
 PP0153.and adjusted by the National Geodetic Survey in June 1991..
 PP0153
 PP0153.The geoid height was determined by GEOID03.
 PP0153
 PP0153.The dynamic height is computed by dividing the NAVD 88
 PP0153.geopotential number by the normal gravity value computed on the
 PP0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0153.degrees latitude (g = 980.6199 gals.).
 PP0153
 PP0153.The modeled gravity was interpolated from observed gravity values.
 PP0153
 PP0153;                    North         East    Units  Estimated Accuracy
 PP0153;SPC MN S     -   224,390.      925,680.      MT  (+/- 180 meters Scaled)
 PP0153
 PP0153                          SUPERSEDED SURVEY CONTROL
 PP0153
 PP0153  NGVD 29 (??/??/92)  312.227  (m)         1024.36   (f) ADJ UNCH    2 0
 PP0153
 PP0153.Superseded values are not recommended for survey control.
 PP0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0153.See file dsdata.txt to determine how the superseded data were derived.
 PP0153
 PP0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ456840(NAD 83)
 PP0153_MARKER: DD = SURVEY DISK
 PP0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0153_STAMPING: 5510-P 1970
 PP0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0153+STABILITY: SURFACE MOTION
 PP0153
 PP0153  HISTORY     - Date     Condition        Report By
 PP0153  HISTORY     - 1970     MONUMENTED       MNDT
 PP0153
 PP0153                          STATION DESCRIPTION
 PP0153
 PP0153'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0153'5 MI N FROM ROCHESTER.
 PP0153'MARK IS LOCATED ABOUT 4.3 MILES EAST OF T.H. 52, 345 FEET NORTH OF
 PP0153'COUNTY ROAD 14, 190 FEET EAST OF T.H. 63, 3 FEET SOUTHEAST OF A FENCE
 PP0153'CORNER, 1 FOOT WEST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT
 PP0153'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION
 PP0153'31, T 108N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1529 ***********************************************************************
 OO1529  DESIGNATION -  5511 A
 OO1529  PID         -  OO1529
 OO1529  STATE/COUNTY-  MN/OLMSTED
 OO1529  USGS QUAD   -  PILOT MOUND (1974)
 OO1529
 OO1529                         *CURRENT SURVEY CONTROL
 OO1529  ___________________________________________________________________
 OO1529* NAD 83(1986)-  43 51 16.     (N)    092 06 37.     (W)     SCALED    
 OO1529* NAVD 88     -       335.644  (meters)    1101.19   (feet)  ADJUSTED  
 OO1529  ___________________________________________________________________
 OO1529  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 OO1529  DYNAMIC HT  -         335.582 (meters)    1100.99  (feet)  COMP
 OO1529  MODELED GRAV-     980,424.2   (mgal)                       NAVD 88
 OO1529
 OO1529  VERT ORDER  -  SECOND    CLASS II
 OO1529
 OO1529.The horizontal coordinates were scaled from a topographic map and have
 OO1529.an estimated accuracy of +/- 6 seconds.
 OO1529
 OO1529.The orthometric height was determined by differential leveling
 OO1529.and adjusted by the National Geodetic Survey in June 1991..
 OO1529
 OO1529.The geoid height was determined by GEOID03.
 OO1529
 OO1529.The dynamic height is computed by dividing the NAVD 88
 OO1529.geopotential number by the normal gravity value computed on the
 OO1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1529.degrees latitude (g = 980.6199 gals.).
 OO1529
 OO1529.The modeled gravity was interpolated from observed gravity values.
 OO1529
 OO1529;                    North         East    Units  Estimated Accuracy
 OO1529;SPC MN S     -   196,700.      951,920.      MT  (+/- 180 meters Scaled)
 OO1529
 OO1529                          SUPERSEDED SURVEY CONTROL
 OO1529
 OO1529.No superseded survey control is available for this station.
 OO1529
 OO1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ715560(NAD 83)
 OO1529_MARKER: DB = BENCH MARK DISK
 OO1529_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1529_SP_SET: COPPER-CLAD STEEL ROD
 OO1529_STAMPING: 5511 A 1979
 OO1529_MARK LOGO: MNDT  
 OO1529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1529
 OO1529  HISTORY     - Date     Condition        Report By
 OO1529  HISTORY     - 1979     MONUMENTED       MNDT
 OO1529
 OO1529                          STATION DESCRIPTION
 OO1529
 OO1529'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1529'4 MI EAST FROM CHATFIELD.
 OO1529'THE MARK IS LOCATED AT THE JUNCTION OF TRUNK HIGHWAYS 30 AND 74 ABOUT
 OO1529'4 MILES EAST OF CHATFIELD AND IS NEAR TRUNK HIGHWAY 74 MILE POINT
 OO1529'24.15 IN THE SW 1/4 OF SECTION 35, T105N, R11W.  THE MARK IS 99.5
 OO1529'FEET EAST OF A STEEL RIGHT-OF-WAY SIGN POST, 73.6 FEET NORTH OF AND 3
 OO1529'FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 74, 7 FEET EAST OF A
 OO1529'48 INCH COTTONWOOD TREE, 3.8 FEET WEST OF THE WEST GATE POST AT THE
 OO1529'FIELD ENTRANCE AND 0.7 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK,
 OO1529'A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---5511 A 1979---,
 OO1529'IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 28 FOOT LONG
 OO1529'COPPER-CLAD STEEL THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1530 ***********************************************************************
 OO1530  DESIGNATION -  5511 B
 OO1530  PID         -  OO1530
 OO1530  STATE/COUNTY-  MN/OLMSTED
 OO1530  USGS QUAD   -  PILOT MOUND (1974)
 OO1530
 OO1530                         *CURRENT SURVEY CONTROL
 OO1530  ___________________________________________________________________
 OO1530* NAD 83(1986)-  43 51 15.     (N)    092 07 06.     (W)     SCALED    
 OO1530* NAVD 88     -       336.696  (meters)    1104.64   (feet)  ADJUSTED  
 OO1530  ___________________________________________________________________
 OO1530  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 OO1530  DYNAMIC HT  -         336.634 (meters)    1104.44  (feet)  COMP
 OO1530  MODELED GRAV-     980,424.7   (mgal)                       NAVD 88
 OO1530
 OO1530  VERT ORDER  -  SECOND    CLASS II
 OO1530
 OO1530.The horizontal coordinates were scaled from a topographic map and have
 OO1530.an estimated accuracy of +/- 6 seconds.
 OO1530
 OO1530.The orthometric height was determined by differential leveling
 OO1530.and adjusted by the National Geodetic Survey in June 1991..
 OO1530
 OO1530.The geoid height was determined by GEOID03.
 OO1530
 OO1530.The dynamic height is computed by dividing the NAVD 88
 OO1530.geopotential number by the normal gravity value computed on the
 OO1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1530.degrees latitude (g = 980.6199 gals.).
 OO1530
 OO1530.The modeled gravity was interpolated from observed gravity values.
 OO1530
 OO1530;                    North         East    Units  Estimated Accuracy
 OO1530;SPC MN S     -   196,650.      951,280.      MT  (+/- 180 meters Scaled)
 OO1530
 OO1530                          SUPERSEDED SURVEY CONTROL
 OO1530
 OO1530.No superseded survey control is available for this station.
 OO1530
 OO1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ708560(NAD 83)
 OO1530_MARKER: DB = BENCH MARK DISK
 OO1530_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1530_SP_SET: COPPER-CLAD STEEL ROD
 OO1530_STAMPING: 5511 B 1979
 OO1530_MARK LOGO: MNDT  
 OO1530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1530
 OO1530  HISTORY     - Date     Condition        Report By
 OO1530  HISTORY     - 1979     MONUMENTED       MNDT
 OO1530
 OO1530                          STATION DESCRIPTION
 OO1530
 OO1530'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1530'3.55 MI EAST FROM CHATFIELD.
 OO1530'THE MARK IS LOCATED 3.65 MILES EAST ALONG TRUNK HIGHWAY 74 FROM ITS
 OO1530'JUNCTION WITH TRUNK HIGHWAY 52 IN CHATFIELD AND IS NEAR TRUNK HIGHWAY
 OO1530'74 MILE POINT 23.75 IN THE SW 1/4 OF SECTION 35, T105N, R11W.  THE
 OO1530'MARK IS 72 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK
 OO1530'HIGHWAY 74, 15 FEET WEST OF THE CENTER OF A FIELD ENTRANCE, 9 FEET
 OO1530'WEST OF THE SOUTHERLY EXTENSION OF THE CENTER OF COUNTY ROAD 130
 OO1530'RUNNING TO THE NORTH, 6.5 FEET WEST OF THE WEST GATE POST AT THE
 OO1530'FIELD ENTRANCE, 1 FOOT NORTH OF A FENCE LINE AND 0.4 FOOT NORTH OF A
 OO1530'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK
 OO1530'DISK STAMPED---5511 B 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8
 OO1530'INCH DIAMETER BY 28 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2
 OO1530'INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1531 ***********************************************************************
 OO1531  DESIGNATION -  5511 C
 OO1531  PID         -  OO1531
 OO1531  STATE/COUNTY-  MN/OLMSTED
 OO1531  USGS QUAD   -  CHATFIELD (1974)
 OO1531
 OO1531                         *CURRENT SURVEY CONTROL
 OO1531  ___________________________________________________________________
 OO1531* NAD 83(1986)-  43 51 16.     (N)    092 07 56.     (W)     SCALED    
 OO1531* NAVD 88     -       333.882  (meters)    1095.41   (feet)  ADJUSTED  
 OO1531  ___________________________________________________________________
 OO1531  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 OO1531  DYNAMIC HT  -         333.820 (meters)    1095.21  (feet)  COMP
 OO1531  MODELED GRAV-     980,425.2   (mgal)                       NAVD 88
 OO1531
 OO1531  VERT ORDER  -  SECOND    CLASS II
 OO1531
 OO1531.The horizontal coordinates were scaled from a topographic map and have
 OO1531.an estimated accuracy of +/- 6 seconds.
 OO1531
 OO1531.The orthometric height was determined by differential leveling
 OO1531.and adjusted by the National Geodetic Survey in June 1991..
 OO1531
 OO1531.The geoid height was determined by GEOID03.
 OO1531
 OO1531.The dynamic height is computed by dividing the NAVD 88
 OO1531.geopotential number by the normal gravity value computed on the
 OO1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1531.degrees latitude (g = 980.6199 gals.).
 OO1531
 OO1531.The modeled gravity was interpolated from observed gravity values.
 OO1531
 OO1531;                    North         East    Units  Estimated Accuracy
 OO1531;SPC MN S     -   196,660.      950,160.      MT  (+/- 180 meters Scaled)
 OO1531
 OO1531                          SUPERSEDED SURVEY CONTROL
 OO1531
 OO1531.No superseded survey control is available for this station.
 OO1531
 OO1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ697560(NAD 83)
 OO1531_MARKER: DB = BENCH MARK DISK
 OO1531_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1531_SP_SET: COPPER-CLAD STEEL ROD
 OO1531_STAMPING: 5511 C 1979
 OO1531_MARK LOGO: MNDT  
 OO1531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1531
 OO1531  HISTORY     - Date     Condition        Report By
 OO1531  HISTORY     - 1979     MONUMENTED       MNDT
 OO1531
 OO1531                          STATION DESCRIPTION
 OO1531
 OO1531'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1531'2.85 MI EAST FROM CHATFIELD.
 OO1531'THE MARK IS LOCATED 2.95 MILES EAST ALONG TRUNK HIGHWAY 74 FROM ITS
 OO1531'JUNCTION WITH TRUNK HIGHWAY 52 IN CHATFIELD AND IS NEAR TRUNK HIGHWAY
 OO1531'74 MILE POINT 23.05 IN THE SW 1/4 OF SECTION 34, T105N, R11W.  THE
 OO1531'MARK IS 175.5 FEET NORTHEAST OF MILE POST 23, 95.4 FEET NORTHEAST OF
 OO1531'THE NORTHEAST END OF AN 18 INCH METAL CULVERT UNDER A FIELD ENTRANCE,
 OO1531'75 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 74, 12.5 FEET WEST
 OO1531'OF A CORNER FENCE POST, 1.4 FEET EAST OF A STEEL SIGN POST, 1.1 FEET
 OO1531'SOUTH OF A FENCE LINE AND 0.6 FOOT SOUTH OF A STEEL WITNESS POST.
 OO1531'THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED ---5511
 OO1531'C 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 29
 OO1531'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND
 OO1531'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1533 ***********************************************************************
 OO1533  DESIGNATION -  5511 E
 OO1533  PID         -  OO1533
 OO1533  STATE/COUNTY-  MN/OLMSTED
 OO1533  USGS QUAD   -  CHATFIELD (1974)
 OO1533
 OO1533                         *CURRENT SURVEY CONTROL
 OO1533  ___________________________________________________________________
 OO1533* NAD 83(1986)-  43 51 02.     (N)    092 09 46.     (W)     SCALED    
 OO1533* NAVD 88     -       363.236  (meters)    1191.72   (feet)  ADJUSTED  
 OO1533  ___________________________________________________________________
 OO1533  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 OO1533  DYNAMIC HT  -         363.170 (meters)    1191.50  (feet)  COMP
 OO1533  MODELED GRAV-     980,425.0   (mgal)                       NAVD 88
 OO1533
 OO1533  VERT ORDER  -  SECOND    CLASS II
 OO1533
 OO1533.The horizontal coordinates were scaled from a topographic map and have
 OO1533.an estimated accuracy of +/- 6 seconds.
 OO1533
 OO1533.The orthometric height was determined by differential leveling
 OO1533.and adjusted by the National Geodetic Survey in June 1991..
 OO1533
 OO1533.The geoid height was determined by GEOID03.
 OO1533
 OO1533.The dynamic height is computed by dividing the NAVD 88
 OO1533.geopotential number by the normal gravity value computed on the
 OO1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1533.degrees latitude (g = 980.6199 gals.).
 OO1533
 OO1533.The modeled gravity was interpolated from observed gravity values.
 OO1533
 OO1533;                    North         East    Units  Estimated Accuracy
 OO1533;SPC MN S     -   196,170.      947,710.      MT  (+/- 180 meters Scaled)
 OO1533
 OO1533                          SUPERSEDED SURVEY CONTROL
 OO1533
 OO1533.No superseded survey control is available for this station.
 OO1533
 OO1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ672556(NAD 83)
 OO1533_MARKER: DB = BENCH MARK DISK
 OO1533_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1533_SP_SET: COPPER-CLAD STEEL ROD
 OO1533_STAMPING: 5511 E 1979
 OO1533_MARK LOGO: MNDT  
 OO1533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1533
 OO1533  HISTORY     - Date     Condition        Report By
 OO1533  HISTORY     - 1979     MONUMENTED       MNDT
 OO1533
 OO1533                          STATION DESCRIPTION
 OO1533
 OO1533'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1533'1.3 MI ENE FROM CHATFIELD.
 OO1533'THE MARK IS LOCATED 1.4 MILES EAST ALONG TRUNK HIGHWAY 74 FROM ITS
 OO1533'JUNCTION WITH TRUNK HIGHWAY 52 IN CHATFIELD AND IS NEAR TRUNK HIGHWAY
 OO1533'74 MILE POINT 21.45 IN THE SE 1/4 OF SECTION 32, T105N, R11W.  THE
 OO1533'MARK IS 119.5 FEET NORTH OF AND 5 FEET LOWER THAN THE CENTERLINE OF
 OO1533'TRUNK HIGHWAY 74, 48 FEET EAST OF THE CENTER OF THE TOWNSHIP ROAD,
 OO1533'1.1 FEET SOUTHWEST OF A STEEL RIGHT-OF-WAY SIGN POST AND 0.6 FOOT
 OO1533'SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL
 OO1533'CONTROL MARK DISK STAMPED---5511 E 1979---, IS CRIMPED TO THE TOP OF
 OO1533'5/8 INCH DIAMETER BY 9 FOOT LONG COPPER-CLAD STEEL ROD THAT IS DRIVEN
 OO1533'TO REFUSAL AND PROJECTS 2 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1536 ***********************************************************************
 OO1536  DESIGNATION -  5511 F
 OO1536  PID         -  OO1536
 OO1536  STATE/COUNTY-  MN/FILLMORE
 OO1536  USGS QUAD   -  CHATFIELD (1974)
 OO1536
 OO1536                         *CURRENT SURVEY CONTROL
 OO1536  ___________________________________________________________________
 OO1536* NAD 83(1986)-  43 50 46.     (N)    092 10 53.     (W)     SCALED    
 OO1536* NAVD 88     -       331.171  (meters)    1086.52   (feet)  ADJUSTED  
 OO1536  ___________________________________________________________________
 OO1536  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 OO1536  DYNAMIC HT  -         331.110 (meters)    1086.32  (feet)  COMP
 OO1536  MODELED GRAV-     980,424.4   (mgal)                       NAVD 88
 OO1536
 OO1536  VERT ORDER  -  SECOND    CLASS II
 OO1536
 OO1536.The horizontal coordinates were scaled from a topographic map and have
 OO1536.an estimated accuracy of +/- 6 seconds.
 OO1536
 OO1536.The orthometric height was determined by differential leveling
 OO1536.and adjusted by the National Geodetic Survey in June 1991..
 OO1536
 OO1536.The geoid height was determined by GEOID03.
 OO1536
 OO1536.The dynamic height is computed by dividing the NAVD 88
 OO1536.geopotential number by the normal gravity value computed on the
 OO1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1536.degrees latitude (g = 980.6199 gals.).
 OO1536
 OO1536.The modeled gravity was interpolated from observed gravity values.
 OO1536
 OO1536;                    North         East    Units  Estimated Accuracy
 OO1536;SPC MN S     -   195,640.      946,230.      MT  (+/- 180 meters Scaled)
 OO1536
 OO1536                          SUPERSEDED SURVEY CONTROL
 OO1536
 OO1536.No superseded survey control is available for this station.
 OO1536
 OO1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ658551(NAD 83)
 OO1536_MARKER: DB = BENCH MARK DISK
 OO1536_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1536_SP_SET: COPPER-CLAD STEEL ROD
 OO1536_STAMPING: 5511 F 1979
 OO1536_MARK LOGO: MNDT  
 OO1536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1536
 OO1536  HISTORY     - Date     Condition        Report By
 OO1536  HISTORY     - 1979     MONUMENTED       MNDT
 OO1536
 OO1536                          STATION DESCRIPTION
 OO1536
 OO1536'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1536'IN CHATFIELD.
 OO1536'THE MARK IS LOCATED IN CHATFIELD ABOUT 0.35 MILE EAST ALONG TRUNK
 OO1536'HIGHWAY 74 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 AND IS IN THE NW
 OO1536'1/4 OF SECTION 5, T104N, R11W.  THE MARK IS 181.5 FEET WEST OF A
 OO1536'STEEL RIGHT-OF-WAY SIGN POST, 91 FEET EAST OF A 30 INCH OAK TREE, 72
 OO1536'FEET NORTH OF AND 5 FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY
 OO1536'74, 52.7 FEET NORTHWEST OF THE WEST END OF AN 18 INCH METAL ARCH
 OO1536'CULVERT UNDER A FIELD ENTRANCE TO THE NORTH AND 0.8 FOOT SOUTH OF A
 OO1536'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK
 OO1536'DISK STAMPED---5511 F 1979---, IS CRIMPED TO THE TOP OF A 5/8 INCH
 OO1536'DIAMETER BY 11 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL THAT
 OO1536'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0169 ***********************************************************************
 PP0169  DESIGNATION -  5513 A
 PP0169  PID         -  PP0169
 PP0169  STATE/COUNTY-  MN/OLMSTED
 PP0169  USGS QUAD   -  ROCHESTER (1993)
 PP0169
 PP0169                         *CURRENT SURVEY CONTROL
 PP0169  ___________________________________________________________________
 PP0169* NAD 83(1986)-  44 01 09.     (N)    092 27 41.     (W)     SCALED    
 PP0169* NAVD 88     -       304.342  (meters)     998.50   (feet)  ADJUSTED  
 PP0169  ___________________________________________________________________
 PP0169  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 PP0169  DYNAMIC HT  -         304.283 (meters)     998.30  (feet)  COMP
 PP0169  MODELED GRAV-     980,418.2   (mgal)                       NAVD 88
 PP0169
 PP0169  VERT ORDER  -  SECOND    CLASS 0
 PP0169
 PP0169.The horizontal coordinates were scaled from a topographic map and have
 PP0169.an estimated accuracy of +/- 6 seconds.
 PP0169
 PP0169.The orthometric height was determined by differential leveling
 PP0169.and adjusted by the National Geodetic Survey in June 1991..
 PP0169
 PP0169.The geoid height was determined by GEOID03.
 PP0169
 PP0169.The dynamic height is computed by dividing the NAVD 88
 PP0169.geopotential number by the normal gravity value computed on the
 PP0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0169.degrees latitude (g = 980.6199 gals.).
 PP0169
 PP0169.The modeled gravity was interpolated from observed gravity values.
 PP0169
 PP0169;                    North         East    Units  Estimated Accuracy
 PP0169;SPC MN S     -   214,400.      923,350.      MT  (+/- 180 meters Scaled)
 PP0169
 PP0169                          SUPERSEDED SURVEY CONTROL
 PP0169
 PP0169  NGVD 29 (??/??/92)  304.316  (m)          998.41   (f) ADJ UNCH    2 0
 PP0169
 PP0169.Superseded values are not recommended for survey control.
 PP0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0169.See file dsdata.txt to determine how the superseded data were derived.
 PP0169
 PP0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ431741(NAD 83)
 PP0169_MARKER: DD = SURVEY DISK
 PP0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0169_SP_SET: BRIDGE
 PP0169_STAMPING: 5513-A 1970
 PP0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0169
 PP0169  HISTORY     - Date     Condition        Report By
 PP0169  HISTORY     - 1970     MONUMENTED       MNDT
 PP0169
 PP0169                          STATION DESCRIPTION
 PP0169
 PP0169'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0169'IN ROCHESTER.
 PP0169'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 6838, 4TH STREET
 PP0169'SOUTHEAST OVER THE ZUMBRO RIVER 150 FEET SOUTH OF THE RAILROAD BRIDGE
 PP0169'(J-24) OVER THE ZUMBRO RIVER.  NW 1/4 SECTION 1, T 106N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0369 ***********************************************************************
 OO0369  DESIGNATION -  5580 A
 OO0369  PID         -  OO0369
 OO0369  STATE/COUNTY-  MN/OLMSTED
 OO0369  USGS QUAD   -  HIGH FOREST (1974)
 OO0369
 OO0369                         *CURRENT SURVEY CONTROL
 OO0369  ___________________________________________________________________
 OO0369* NAD 83(1986)-  43 50 28.     (N)    092 32 38.     (W)     SCALED    
 OO0369* NAVD 88     -       380.519  (meters)    1248.42   (feet)  ADJUSTED  
 OO0369  ___________________________________________________________________
 OO0369  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO0369  DYNAMIC HT  -         380.435 (meters)    1248.14  (feet)  COMP
 OO0369  MODELED GRAV-     980,387.2   (mgal)                       NAVD 88
 OO0369
 OO0369  VERT ORDER  -  SECOND    CLASS 0
 OO0369
 OO0369.The horizontal coordinates were scaled from a topographic map and have
 OO0369.an estimated accuracy of +/- 6 seconds.
 OO0369
 OO0369.The orthometric height was determined by differential leveling
 OO0369.and adjusted by the National Geodetic Survey in June 1991..
 OO0369
 OO0369.The geoid height was determined by GEOID03.
 OO0369
 OO0369.The dynamic height is computed by dividing the NAVD 88
 OO0369.geopotential number by the normal gravity value computed on the
 OO0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0369.degrees latitude (g = 980.6199 gals.).
 OO0369
 OO0369.The modeled gravity was interpolated from observed gravity values.
 OO0369
 OO0369;                    North         East    Units  Estimated Accuracy
 OO0369;SPC MN S     -   194,500.      917,090.      MT  (+/- 180 meters Scaled)
 OO0369
 OO0369                          SUPERSEDED SURVEY CONTROL
 OO0369
 OO0369  NGVD 29 (??/??/92)  380.492  (m)         1248.33   (f) ADJ UNCH    2 0
 OO0369
 OO0369.Superseded values are not recommended for survey control.
 OO0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0369.See file dsdata.txt to determine how the superseded data were derived.
 OO0369
 OO0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ366543(NAD 83)
 OO0369_MARKER: DD = SURVEY DISK
 OO0369_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0369_SP_SET: BRIDGE
 OO0369_STAMPING: 5580-A 1966
 OO0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0369
 OO0369  HISTORY     - Date     Condition        Report By
 OO0369  HISTORY     - 1966     MONUMENTED       MNDT
 OO0369  HISTORY     - 1970     GOOD             MNDT
 OO0369
 OO0369                          STATION DESCRIPTION
 OO0369
 OO0369'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0369'3.0 MI W FROM STEWARTVILLE.
 OO0369'MARK IS LOCATED ABOUT 0.5 MILES NORTH OF THE OLMSTED-MOWER COUNTY
 OO0369'LINE, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9856, COUNTY ROAD 6 OVER
 OO0369'FAI 90.  NW 1/4 SECTION 5, T104N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0163 ***********************************************************************
 OO0163  DESIGNATION -  5580 AA
 OO0163  PID         -  OO0163
 OO0163  STATE/COUNTY-  MN/OLMSTED
 OO0163  USGS QUAD   -  SIMPSON (1993)
 OO0163
 OO0163                         *CURRENT SURVEY CONTROL
 OO0163  ___________________________________________________________________
 OO0163* NAD 83(1986)-  43 54 51.     (N)    092 25 41.     (W)     SCALED    
 OO0163* NAVD 88     -       389.957  (meters)    1279.38   (feet)  ADJUSTED  
 OO0163  ___________________________________________________________________
 OO0163  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0163  DYNAMIC HT  -         389.877 (meters)    1279.12  (feet)  COMP
 OO0163  MODELED GRAV-     980,403.6   (mgal)                       NAVD 88
 OO0163
 OO0163  VERT ORDER  -  SECOND    CLASS 0
 OO0163
 OO0163.The horizontal coordinates were scaled from a topographic map and have
 OO0163.an estimated accuracy of +/- 6 seconds.
 OO0163
 OO0163.The orthometric height was determined by differential leveling
 OO0163.and adjusted by the National Geodetic Survey in June 1991..
 OO0163
 OO0163.The geoid height was determined by GEOID03.
 OO0163
 OO0163.The dynamic height is computed by dividing the NAVD 88
 OO0163.geopotential number by the normal gravity value computed on the
 OO0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0163.degrees latitude (g = 980.6199 gals.).
 OO0163
 OO0163.The modeled gravity was interpolated from observed gravity values.
 OO0163
 OO0163;                    North         East    Units  Estimated Accuracy
 OO0163;SPC MN S     -   202,790.      926,250.      MT  (+/- 180 meters Scaled)
 OO0163
 OO0163                          SUPERSEDED SURVEY CONTROL
 OO0163
 OO0163  NGVD 29 (??/??/92)  389.936  (m)         1279.32   (f) ADJ UNCH    2 0
 OO0163
 OO0163.Superseded values are not recommended for survey control.
 OO0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0163.See file dsdata.txt to determine how the superseded data were derived.
 OO0163
 OO0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ459624(NAD 83)
 OO0163_MARKER: DD = SURVEY DISK
 OO0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0163_SP_SET: MONUMENT
 OO0163_STAMPING: 5580-AA 1970
 OO0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0163
 OO0163  HISTORY     - Date     Condition        Report By
 OO0163  HISTORY     - 1970     MONUMENTED       MNDT
 OO0163
 OO0163                          STATION DESCRIPTION
 OO0163
 OO0163'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0163'0.9 MI SW FROM SIMPSON.
 OO0163'MARK IS LOCATED ABOUT 0.8 MILES EAST OF COUNTY ROAD 20, 400 FEET
 OO0163'SOUTHWEST OF AN EMERGENCY CROSS-OVER BETWEEN EASTBOUND AND WESTBOUND
 OO0163'FAI 90, 200 FEET WEST OF A RIGHT OF WAY POST, 99 FEET SOUTH OF FAI 90
 OO0163'EASTBOUND CENTERLINE STATION 461 + 00, 1 FOOT NORTH OF A STEEL WITNESS
 OO0163'POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH
 OO0163'THE GROUND.  NE 1/4 SECTION 7, T 105N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0164 ***********************************************************************
 OO0164  DESIGNATION -  5580 AB
 OO0164  PID         -  OO0164
 OO0164  STATE/COUNTY-  MN/OLMSTED
 OO0164  USGS QUAD   -  SIMPSON (1993)
 OO0164
 OO0164                         *CURRENT SURVEY CONTROL
 OO0164  ___________________________________________________________________
 OO0164* NAD 83(1996)-  43 55 05.05406(N)    092 25 14.29406(W)     ADJUSTED  
 OO0164* NAVD 88     -       388.857  (meters)    1275.78   (feet)  ADJUSTED  
 OO0164  ___________________________________________________________________
 OO0164  X           -    -194,370.155 (meters)                     COMP
 OO0164  Y           -  -4,597,947.465 (meters)                     COMP
 OO0164  Z           -   4,401,787.749 (meters)                     COMP
 OO0164  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 OO0164  ELLIP HEIGHT-         359.01  (meters)          (02/05/03) GPS OBS
 OO0164  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0164  DYNAMIC HT  -         388.778 (meters)    1275.52  (feet)  COMP
 OO0164  MODELED GRAV-     980,404.3   (mgal)                       NAVD 88
 OO0164
 OO0164  HORZ ORDER  -  FIRST
 OO0164  VERT ORDER  -  SECOND    CLASS 0
 OO0164  ELLP ORDER  -  THIRD     CLASS II
 OO0164
 OO0164.The horizontal coordinates were established by GPS observations
 OO0164.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0164
 OO0164.The orthometric height was determined by differential leveling
 OO0164.and adjusted by the National Geodetic Survey in June 1991..
 OO0164
 OO0164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0164
 OO0164.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0164
 OO0164.The ellipsoidal height was determined by GPS observations
 OO0164.and is referenced to NAD 83.
 OO0164
 OO0164.The geoid height was determined by GEOID03.
 OO0164
 OO0164.The dynamic height is computed by dividing the NAVD 88
 OO0164.geopotential number by the normal gravity value computed on the
 OO0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0164.degrees latitude (g = 980.6199 gals.).
 OO0164
 OO0164.The modeled gravity was interpolated from observed gravity values.
 OO0164
 OO0164;                    North         East     Units Scale Factor Converg.
 OO0164;SPC MN S     -   203,234.392   926,837.609   MT  0.99997353   +1 06 25.3
 OO0164;UTM  15      - 4,862,936.308   546,513.796   MT  0.99962661   +0 24 06.7
 OO0164
 OO0164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0164!SPC MN S     -   0.99994371  x   0.99997353  =   0.99991724
 OO0164!UTM  15      -   0.99994371  x   0.99962661  =   0.99957034
 OO0164
 OO0164:                Primary Azimuth Mark                     Grid Az
 OO0164:SPC MN S     -  5580 Z                                   232 50 41.4
 OO0164:UTM  15      -  5580 Z                                   233 33 00.0
 OO0164
 OO0164|---------------------------------------------------------------------|
 OO0164| PID    Reference Object                     Distance      Geod. Az  |
 OO0164|                                                           dddmmss.s |
 OO0164| OO0165 5580 Z                              APPROX. 0.8 KM 2335706.7 |
 OO0164|---------------------------------------------------------------------|
 OO0164
 OO0164                          SUPERSEDED SURVEY CONTROL
 OO0164
 OO0164  NAVD 88 (02/05/03)  388.86   (m)         1275.8    (f) LEVELING    3  
 OO0164  NGVD 29 (??/??/92)  388.837  (m)         1275.71   (f) ADJ UNCH    2 0
 OO0164
 OO0164.Superseded values are not recommended for survey control.
 OO0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0164.See file dsdata.txt to determine how the superseded data were derived.
 OO0164
 OO0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4651462936(NAD 83)
 OO0164_MARKER: DB = BENCH MARK DISK
 OO0164_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0164_SP_SET: MONUMENT
 OO0164_STAMPING: 5580 AB 1970
 OO0164_MARK LOGO: MNDT  
 OO0164_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0164+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1996
 OO0164
 OO0164  HISTORY     - Date     Condition        Report By
 OO0164  HISTORY     - 1970     MONUMENTED       MNDT
 OO0164  HISTORY     - 19961010 GOOD             MNDT
 OO0164
 OO0164                          STATION DESCRIPTION
 OO0164
 OO0164'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0164'0.6 MI SW FROM SIMPSON.
 OO0164'MARK IS LOCATED ABOUT 0.6 MILES WEST OF COUNTY ROAD 1, 99 FEET SOUTH
 OO0164'OF FAI 90 EASTBOUND CENTERLINE STATION 475 + 00, 1 FOOT NORTH OF A
 OO0164'STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT
 OO0164'SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 7, T 105N, R 13W.
 OO0164
 OO0164                          STATION RECOVERY (1996)
 OO0164
 OO0164'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0164'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0164'THE MARK IS 0.6 MI (1.0 KM) SW OF SIMPSON, 4.3 MI (6.9 KM) SW ALONG
 OO0164'FAI 90 FROM JCT OF TH 52 AND FAI 90 IN MARION, 0.6 MI (1.0 KM) WEST OF
 OO0164'FAI 90 BRDG OVER CO RD 1, AT FAI 90 MP 213.7, 100 FT (30.5 M) SOUTH OF
 OO0164'EB FAI 90, AT FAI 90 STA 475+00, 1.2 FT (0.4 M) SOUTH OF R/W FENCE,
 OO0164'0.3 FT (9.1 CM) NORTH OF WIT POST, RECESSED 0.4 FT, (12.2 CM) MAGNETIC
 OO0164'AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0158 ***********************************************************************
 OO0158  DESIGNATION -  5580 AD
 OO0158  PID         -  OO0158
 OO0158  STATE/COUNTY-  MN/OLMSTED
 OO0158  USGS QUAD   -  SIMPSON (1993)
 OO0158
 OO0158                         *CURRENT SURVEY CONTROL
 OO0158  ___________________________________________________________________
 OO0158* NAD 83(1986)-  43 55 14.     (N)    092 24 28.     (W)     SCALED    
 OO0158* NAVD 88     -       384.517  (meters)    1261.54   (feet)  ADJUSTED  
 OO0158  ___________________________________________________________________
 OO0158  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0158  DYNAMIC HT  -         384.439 (meters)    1261.28  (feet)  COMP
 OO0158  MODELED GRAV-     980,405.7   (mgal)                       NAVD 88
 OO0158
 OO0158  VERT ORDER  -  SECOND    CLASS 0
 OO0158
 OO0158.The horizontal coordinates were scaled from a topographic map and have
 OO0158.an estimated accuracy of +/- 6 seconds.
 OO0158
 OO0158.The orthometric height was determined by differential leveling
 OO0158.and adjusted by the National Geodetic Survey in June 1991..
 OO0158
 OO0158.The geoid height was determined by GEOID03.
 OO0158
 OO0158.The dynamic height is computed by dividing the NAVD 88
 OO0158.geopotential number by the normal gravity value computed on the
 OO0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0158.degrees latitude (g = 980.6199 gals.).
 OO0158
 OO0158.The modeled gravity was interpolated from observed gravity values.
 OO0158
 OO0158;                    North         East    Units  Estimated Accuracy
 OO0158;SPC MN S     -   203,530.      927,870.      MT  (+/- 180 meters Scaled)
 OO0158
 OO0158                          SUPERSEDED SURVEY CONTROL
 OO0158
 OO0158  NGVD 29 (??/??/92)  384.498  (m)         1261.47   (f) ADJ UNCH    2 0
 OO0158
 OO0158.Superseded values are not recommended for survey control.
 OO0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0158.See file dsdata.txt to determine how the superseded data were derived.
 OO0158
 OO0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ475632(NAD 83)
 OO0158_MARKER: DD = SURVEY DISK
 OO0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0158_SP_SET: BRIDGE
 OO0158_STAMPING: 5580-AD 1970
 OO0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0158
 OO0158  HISTORY     - Date     Condition        Report By
 OO0158  HISTORY     - 1970     MONUMENTED       MNDT
 OO0158
 OO0158                          STATION DESCRIPTION
 OO0158
 OO0158'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0158'0.1 MI S FROM SIMPSON.
 OO0158'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 55806, FAI 90
 OO0158'EASTBOUND OVER COUNTY ROAD 1.  SE 1/4 SECTION 5, T 105, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0157 ***********************************************************************
 OO0157  DESIGNATION -  5580 AE
 OO0157  PID         -  OO0157
 OO0157  STATE/COUNTY-  MN/OLMSTED
 OO0157  USGS QUAD   -  SIMPSON (1993)
 OO0157
 OO0157                         *CURRENT SURVEY CONTROL
 OO0157  ___________________________________________________________________
 OO0157* NAD 83(1996)-  43 55 20.97958(N)    092 24 19.34041(W)     ADJUSTED  
 OO0157* NAVD 88     -       381.472  (meters)    1251.55   (feet)  ADJUSTED  
 OO0157  ___________________________________________________________________
 OO0157  X           -    -193,130.616 (meters)                     COMP
 OO0157  Y           -  -4,597,653.099 (meters)                     COMP
 OO0157  Z           -   4,402,136.692 (meters)                     COMP
 OO0157  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 OO0157  ELLIP HEIGHT-         351.62  (meters)          (02/05/03) GPS OBS
 OO0157  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0157  DYNAMIC HT  -         381.395 (meters)    1251.29  (feet)  COMP
 OO0157  MODELED GRAV-     980,406.3   (mgal)                       NAVD 88
 OO0157
 OO0157  HORZ ORDER  -  FIRST
 OO0157  VERT ORDER  -  SECOND    CLASS 0
 OO0157  ELLP ORDER  -  THIRD     CLASS II
 OO0157
 OO0157.The horizontal coordinates were established by GPS observations
 OO0157.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0157
 OO0157.The orthometric height was determined by differential leveling
 OO0157.and adjusted by the National Geodetic Survey in June 1991..
 OO0157
 OO0157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0157
 OO0157.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0157
 OO0157.The ellipsoidal height was determined by GPS observations
 OO0157.and is referenced to NAD 83.
 OO0157
 OO0157.The geoid height was determined by GEOID03.
 OO0157
 OO0157.The dynamic height is computed by dividing the NAVD 88
 OO0157.geopotential number by the normal gravity value computed on the
 OO0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0157.degrees latitude (g = 980.6199 gals.).
 OO0157
 OO0157.The modeled gravity was interpolated from observed gravity values.
 OO0157
 OO0157;                    North         East     Units Scale Factor Converg.
 OO0157;SPC MN S     -   203,749.612   928,053.781   MT  0.99997275   +1 07 03.8
 OO0157;UTM  15      - 4,863,436.348   547,735.794   MT  0.99962803   +0 24 45.0
 OO0157
 OO0157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0157!SPC MN S     -   0.99994487  x   0.99997275  =   0.99991762
 OO0157!UTM  15      -   0.99994487  x   0.99962803  =   0.99957292
 OO0157
 OO0157:                Primary Azimuth Mark                     Grid Az
 OO0157:SPC MN S     -  5580 AG                                  050 22 10.5
 OO0157:UTM  15      -  5580 AG                                  051 04 29.3
 OO0157
 OO0157|---------------------------------------------------------------------|
 OO0157| PID    Reference Object                     Distance      Geod. Az  |
 OO0157|                                                           dddmmss.s |
 OO0157| OO0155 5580 AG                             APPROX. 1.2 KM 0512914.3 |
 OO0157| OO0164 5580 AB                             APPROX. 1.3 KM 2480929.4 |
 OO0157|---------------------------------------------------------------------|
 OO0157
 OO0157                          SUPERSEDED SURVEY CONTROL
 OO0157
 OO0157  NAVD 88 (02/05/03)  381.47   (m)         1251.5    (f) LEVELING    3  
 OO0157  NGVD 29 (??/??/92)  381.453  (m)         1251.48   (f) ADJ UNCH    2 0
 OO0157
 OO0157.Superseded values are not recommended for survey control.
 OO0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0157.See file dsdata.txt to determine how the superseded data were derived.
 OO0157
 OO0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4773663436(NAD 83)
 OO0157_MARKER: DB = BENCH MARK DISK
 OO0157_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0157_SP_SET: MONUMENT
 OO0157_STAMPING: 5580 AE 1970
 OO0157_MARK LOGO: MNDT  
 OO0157_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0157+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 OO0157
 OO0157  HISTORY     - Date     Condition        Report By
 OO0157  HISTORY     - 1970     MONUMENTED       MNDT
 OO0157  HISTORY     - 1974     MARK NOT FOUND   USGS
 OO0157  HISTORY     - 19961016 GOOD             MNDT
 OO0157
 OO0157                          STATION DESCRIPTION
 OO0157
 OO0157'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0157'0.2 MI E FROM SIMPSON.
 OO0157'MARK IS LOCATED 1,000 FEET EAST OF COUNTY ROAD 1, 85 FEET NORTH OF FAI
 OO0157'90 WESTBOUND CENTERLINE STATION 520 + 00, 1 FOOT SOUTH OF A STEEL
 OO0157'WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET
 OO0157'FLUSH WITH THE GROUND.  SE 1/4 SECTION 5, T 105N, R 13W.
 OO0157
 OO0157                          STATION RECOVERY (1974)
 OO0157
 OO0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OO0157'MARK NOT FOUND.
 OO0157
 OO0157                          STATION RECOVERY (1996)
 OO0157
 OO0157'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0157'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0157'THE MARK IS 0.2 MI (0.3 KM) EAST OF SIMPSON, 3.4 MI (5.5 KM) SW ALONG
 OO0157'FAI 90 FROM JCT OF TH 52 AND FAI 90 IN MARION, AT FAI 90 MP 214.6, 98
 OO0157'FT (29.9 M) NORTH OF WB FAI 90, 1000 FT (304.8 M) EAST ON FAI 90 FROM
 OO0157'FAI 90 BRDG OVER CO RD 1, AT FAI 90 STA 520+00, 2.2 FT (0.7 M) SW OF
 OO0157'R/W POST, 0.4 FT (12.2 CM) NORTH OF R/W FENCE, 0.5 FT (15.2 CM) SOUTH
 OO0157'OF WIT POST, RECESSED 0.5 FT, (15.2 CM) MAGENTIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0156 ***********************************************************************
 OO0156  DESIGNATION -  5580 AF
 OO0156  PID         -  OO0156
 OO0156  STATE/COUNTY-  MN/OLMSTED
 OO0156  USGS QUAD   -  SIMPSON (1993)
 OO0156
 OO0156                         *CURRENT SURVEY CONTROL
 OO0156  ___________________________________________________________________
 OO0156* NAD 83(1986)-  43 55 36.     (N)    092 24 02.     (W)     SCALED    
 OO0156* NAVD 88     -       388.569  (meters)    1274.83   (feet)  ADJUSTED  
 OO0156  ___________________________________________________________________
 OO0156  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0156  DYNAMIC HT  -         388.491 (meters)    1274.57  (feet)  COMP
 OO0156  MODELED GRAV-     980,407.3   (mgal)                       NAVD 88
 OO0156
 OO0156  VERT ORDER  -  SECOND    CLASS 0
 OO0156
 OO0156.The horizontal coordinates were scaled from a topographic map and have
 OO0156.an estimated accuracy of +/- 6 seconds.
 OO0156
 OO0156.The orthometric height was determined by differential leveling
 OO0156.and adjusted by the National Geodetic Survey in June 1991..
 OO0156
 OO0156.The geoid height was determined by GEOID03.
 OO0156
 OO0156.The dynamic height is computed by dividing the NAVD 88
 OO0156.geopotential number by the normal gravity value computed on the
 OO0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0156.degrees latitude (g = 980.6199 gals.).
 OO0156
 OO0156.The modeled gravity was interpolated from observed gravity values.
 OO0156
 OO0156;                    North         East    Units  Estimated Accuracy
 OO0156;SPC MN S     -   204,220.      928,430.      MT  (+/- 180 meters Scaled)
 OO0156
 OO0156                          SUPERSEDED SURVEY CONTROL
 OO0156
 OO0156  NGVD 29 (??/??/92)  388.550  (m)         1274.77   (f) ADJ UNCH    2 0
 OO0156
 OO0156.Superseded values are not recommended for survey control.
 OO0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0156.See file dsdata.txt to determine how the superseded data were derived.
 OO0156
 OO0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ481639(NAD 83)
 OO0156_MARKER: DD = SURVEY DISK
 OO0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0156_SP_SET: MONUMENT
 OO0156_STAMPING: 5580 AF 1970
 OO0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0156
 OO0156  HISTORY     - Date     Condition        Report By
 OO0156  HISTORY     - 1970     MONUMENTED       MNDT
 OO0156  HISTORY     - 1974     MARK NOT FOUND   USGS
 OO0156
 OO0156                          STATION DESCRIPTION
 OO0156
 OO0156'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0156'0.6 MI NE FROM SIMPSON.
 OO0156'MARK IS LOCATED 400 FEET SOUTH OF COUNTY ROAD 16 (DEADEND) 0.4 MILES
 OO0156'EAST OF COUNTY ROAD 1, 95 FEET NORTH OF FAI 90 WESTBOUND CENTERLINE
 OO0156'STATION 540 + 00, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN THE TOP OF
 OO0156'A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4
 OO0156'SECTION 5, T 105N, R 13W.
 OO0156
 OO0156                          STATION RECOVERY (1974)
 OO0156
 OO0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OO0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0155 ***********************************************************************
 OO0155  DESIGNATION -  5580 AG
 OO0155  PID         -  OO0155
 OO0155  STATE/COUNTY-  MN/OLMSTED
 OO0155  USGS QUAD   -  SIMPSON (1993)
 OO0155
 OO0155                         *CURRENT SURVEY CONTROL
 OO0155  ___________________________________________________________________
 OO0155* NAD 83(1996)-  43 55 45.63504(N)    092 23 36.46746(W)     ADJUSTED  
 OO0155* NAVD 88     -       386.263  (meters)    1267.26   (feet)  ADJUSTED  
 OO0155  ___________________________________________________________________
 OO0155  X           -    -192,153.069 (meters)                     COMP
 OO0155  Y           -  -4,597,169.122 (meters)                     COMP
 OO0155  Z           -   4,402,688.131 (meters)                     COMP
 OO0155  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 OO0155  ELLIP HEIGHT-         356.42  (meters)          (02/05/03) GPS OBS
 OO0155  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0155  DYNAMIC HT  -         386.186 (meters)    1267.01  (feet)  COMP
 OO0155  MODELED GRAV-     980,408.8   (mgal)                       NAVD 88
 OO0155
 OO0155  HORZ ORDER  -  FIRST
 OO0155  VERT ORDER  -  SECOND    CLASS 0
 OO0155  ELLP ORDER  -  THIRD     CLASS II
 OO0155
 OO0155.The horizontal coordinates were established by GPS observations
 OO0155.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0155
 OO0155.The orthometric height was determined by differential leveling
 OO0155.and adjusted by the National Geodetic Survey in June 1991..
 OO0155
 OO0155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0155
 OO0155.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0155
 OO0155.The ellipsoidal height was determined by GPS observations
 OO0155.and is referenced to NAD 83.
 OO0155
 OO0155.The geoid height was determined by GEOID03.
 OO0155
 OO0155.The dynamic height is computed by dividing the NAVD 88
 OO0155.geopotential number by the normal gravity value computed on the
 OO0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0155.degrees latitude (g = 980.6199 gals.).
 OO0155
 OO0155.The modeled gravity was interpolated from observed gravity values.
 OO0155
 OO0155;                    North         East     Units Scale Factor Converg.
 OO0155;SPC MN S     -   204,529.139   928,995.047   MT  0.99997156   +1 07 33.8
 OO0155;UTM  15      - 4,864,203.966   548,686.258   MT  0.99962915   +0 25 14.9
 OO0155
 OO0155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0155!SPC MN S     -   0.99994411  x   0.99997156  =   0.99991568
 OO0155!UTM  15      -   0.99994411  x   0.99962915  =   0.99957328
 OO0155
 OO0155:                Primary Azimuth Mark                     Grid Az
 OO0155:SPC MN S     -  5580 AE                                  230 22 10.2
 OO0155:UTM  15      -  5580 AE                                  231 04 29.1
 OO0155
 OO0155|---------------------------------------------------------------------|
 OO0155| PID    Reference Object                     Distance      Geod. Az  |
 OO0155|                                                           dddmmss.s |
 OO0155| OO0157 5580 AE                             APPROX. 1.2 KM 2312944.0 |
 OO0155|---------------------------------------------------------------------|
 OO0155
 OO0155                          SUPERSEDED SURVEY CONTROL
 OO0155
 OO0155  NAVD 88 (02/05/03)  386.26   (m)         1267.3    (f) LEVELING    3  
 OO0155  NGVD 29 (??/??/92)  386.245  (m)         1267.21   (f) ADJ UNCH    2 0
 OO0155
 OO0155.Superseded values are not recommended for survey control.
 OO0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0155.See file dsdata.txt to determine how the superseded data were derived.
 OO0155
 OO0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4868664204(NAD 83)
 OO0155_MARKER: DB = BENCH MARK DISK
 OO0155_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0155_SP_SET: MONUMENT
 OO0155_STAMPING: 5580 AG 1970
 OO0155_MARK LOGO: MNDT  
 OO0155_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0155+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1996
 OO0155
 OO0155  HISTORY     - Date     Condition        Report By
 OO0155  HISTORY     - 1970     MONUMENTED       MNDT
 OO0155  HISTORY     - 19961010 GOOD             MNDT
 OO0155
 OO0155                          STATION DESCRIPTION
 OO0155
 OO0155'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0155'1.0 MI NW FROM SIMPSON.
 OO0155'MARK IS LOCATED ABOUT 0.3 MILES EAST OF COUNTY ROAD 16 (DEADEND) 500
 OO0155'FEET WEST OF A DOUBLE-POLE POWER LINE CROSSING, 90 FEET NORTH OF FAI
 OO0155'90 WESTBOUND CENTERLINE STATION 561+00, 1 FOOT SOUTH OF A STEEL
 OO0155'WITNESS POST IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET
 OO0155'FLUSH WITH THE GROUND.  NW 1/4 SECTION 4, T 105N, R 13W.
 OO0155
 OO0155                          STATION RECOVERY (1996)
 OO0155
 OO0155'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0155'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0155'THE MARK IS 1 MI (1.6 KM) NE OF SIMSON, 2.65 MI (4.26 KM) SW ALONG FAI
 OO0155'90 FROM JCT OF TH 52 AND FAI 90 IN MARION, 0.7 MI (1.1 KM) EAST OF FAI
 OO0155'90 BRDG OVER CO RD 1, 0.3 MI (0.5 KM) EAST OF CO RD 16, AT FAI 90 MP
 OO0155'215.35, 98.5 FT (30.0 M) NORTH OF WB FAI 90, 500 FT (152.4 M) WEST OF
 OO0155'POWERLINE CROSSING, AT FAI 90 STA 561+00, 2.0 FT (0.6 M) EAST OF R/W
 OO0155'POST, 0.5 FT (15.2 CM) SOUTH OF R/W FENCE, 0.5 FT (15.2 CM) SE OF WIT
 OO0155'POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0154 ***********************************************************************
 OO0154  DESIGNATION -  5580 AH
 OO0154  PID         -  OO0154
 OO0154  STATE/COUNTY-  MN/OLMSTED
 OO0154  USGS QUAD   -  SIMPSON (1993)
 OO0154
 OO0154                         *CURRENT SURVEY CONTROL
 OO0154  ___________________________________________________________________
 OO0154* NAD 83(1986)-  43 55 44.     (N)    092 23 23.     (W)     SCALED    
 OO0154* NAVD 88     -       385.632  (meters)    1265.19   (feet)  ADJUSTED  
 OO0154  ___________________________________________________________________
 OO0154  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0154  DYNAMIC HT  -         385.556 (meters)    1264.94  (feet)  COMP
 OO0154  MODELED GRAV-     980,409.5   (mgal)                       NAVD 88
 OO0154
 OO0154  VERT ORDER  -  SECOND    CLASS 0
 OO0154
 OO0154.The horizontal coordinates were scaled from a topographic map and have
 OO0154.an estimated accuracy of +/- 6 seconds.
 OO0154
 OO0154.The orthometric height was determined by differential leveling
 OO0154.and adjusted by the National Geodetic Survey in June 1991..
 OO0154
 OO0154.The geoid height was determined by GEOID03.
 OO0154
 OO0154.The dynamic height is computed by dividing the NAVD 88
 OO0154.geopotential number by the normal gravity value computed on the
 OO0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0154.degrees latitude (g = 980.6199 gals.).
 OO0154
 OO0154.The modeled gravity was interpolated from observed gravity values.
 OO0154
 OO0154;                    North         East    Units  Estimated Accuracy
 OO0154;SPC MN S     -   204,490.      929,300.      MT  (+/- 180 meters Scaled)
 OO0154
 OO0154                          SUPERSEDED SURVEY CONTROL
 OO0154
 OO0154  NGVD 29 (??/??/92)  385.615  (m)         1265.14   (f) ADJ UNCH    2 0
 OO0154
 OO0154.Superseded values are not recommended for survey control.
 OO0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0154.See file dsdata.txt to determine how the superseded data were derived.
 OO0154
 OO0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ489641(NAD 83)
 OO0154_MARKER: DD = SURVEY DISK
 OO0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0154_SP_SET: MONUMENT
 OO0154_STAMPING: 5580-AH 1970
 OO0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0154
 OO0154  HISTORY     - Date     Condition        Report By
 OO0154  HISTORY     - 1970     MONUMENTED       MNDT
 OO0154
 OO0154                          STATION DESCRIPTION
 OO0154
 OO0154'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0154'1.2 MI NW FROM SIMPSON.
 OO0154'MARK IS LOCATED ABOUT 0.5 MILES EAST OF COUNTY ROAD 16 (DEADEND) 700
 OO0154'FEET EAST OF AN EMERGENCY CROSS-OVER, 500 FEET EAST OF A DOUBLE POLE
 OO0154'POWER LINE CROSSING, 99 FEET SOUTH OF FAI 90 EASTBOUND CENTERLINE
 OO0154'STATION 572+00, 1 FOOT NORTH OF A STEEL WITNESS POST, IN THE TOP OF A
 OO0154'6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4
 OO0154'SECTION 4, T 105N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0153 ***********************************************************************
 OO0153  DESIGNATION -  5580 AJ
 OO0153  PID         -  OO0153
 OO0153  STATE/COUNTY-  MN/OLMSTED
 OO0153  USGS QUAD   -  SIMPSON (1993)
 OO0153
 OO0153                         *CURRENT SURVEY CONTROL
 OO0153  ___________________________________________________________________
 OO0153* NAD 83(1986)-  43 55 48.     (N)    092 23 00.     (W)     SCALED    
 OO0153* NAVD 88     -       385.012  (meters)    1263.16   (feet)  ADJUSTED  
 OO0153  ___________________________________________________________________
 OO0153  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0153  DYNAMIC HT  -         384.936 (meters)    1262.91  (feet)  COMP
 OO0153  MODELED GRAV-     980,410.7   (mgal)                       NAVD 88
 OO0153
 OO0153  VERT ORDER  -  SECOND    CLASS 0
 OO0153
 OO0153.The horizontal coordinates were scaled from a topographic map and have
 OO0153.an estimated accuracy of +/- 6 seconds.
 OO0153
 OO0153.The orthometric height was determined by differential leveling
 OO0153.and adjusted by the National Geodetic Survey in June 1991..
 OO0153
 OO0153.The geoid height was determined by GEOID03.
 OO0153
 OO0153.The dynamic height is computed by dividing the NAVD 88
 OO0153.geopotential number by the normal gravity value computed on the
 OO0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0153.degrees latitude (g = 980.6199 gals.).
 OO0153
 OO0153.The modeled gravity was interpolated from observed gravity values.
 OO0153
 OO0153;                    North         East    Units  Estimated Accuracy
 OO0153;SPC MN S     -   204,620.      929,810.      MT  (+/- 180 meters Scaled)
 OO0153
 OO0153                          SUPERSEDED SURVEY CONTROL
 OO0153
 OO0153  NGVD 29 (??/??/92)  384.995  (m)         1263.10   (f) ADJ UNCH    2 0
 OO0153
 OO0153.Superseded values are not recommended for survey control.
 OO0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0153.See file dsdata.txt to determine how the superseded data were derived.
 OO0153
 OO0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ494642(NAD 83)
 OO0153_MARKER: DD = SURVEY DISK
 OO0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0153_SP_SET: MONUMENT
 OO0153_STAMPING: 5580-AJ 1970
 OO0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0153
 OO0153  HISTORY     - Date     Condition        Report By
 OO0153  HISTORY     - 1970     MONUMENTED       MNDT
 OO0153  HISTORY     - 1974     MARK NOT FOUND   USGS
 OO0153
 OO0153                          STATION DESCRIPTION
 OO0153
 OO0153'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0153'1.5 MI NW FROM SIMPSON.
 OO0153'MARK IS LOCATED ABOUT 0.8 MILES EAST OF COUNTY ROAD 16 (DEADEND) NEAR
 OO0153'AN ABANDONED ROADWAY NORTH, AT THE WEST END OF A LONG CURVE EAST TO
 OO0153'NORTHEAST, OPPOSITE A GROVE OF PINE TREES, 85 FEET NORTH OF FAI 90
 OO0153'WESTBOUND CENTERLINE STATION 585+00, 1 FOOT SOUTH OF A STEEL WITNESS
 OO0153'POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH
 OO0153'THE GROUND.  NE 1/4 SECTION 4, T 105N, R 13W.
 OO0153
 OO0153                          STATION RECOVERY (1974)
 OO0153
 OO0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OO0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0152 ***********************************************************************
 OO0152  DESIGNATION -  5580 AK
 OO0152  PID         -  OO0152
 OO0152  STATE/COUNTY-  MN/OLMSTED
 OO0152  USGS QUAD   -  SIMPSON (1993)
 OO0152
 OO0152                         *CURRENT SURVEY CONTROL
 OO0152  ___________________________________________________________________
 OO0152* NAD 83(1986)-  43 55 48.     (N)    092 22 40.     (W)     SCALED    
 OO0152* NAVD 88     -       382.501  (meters)    1254.92   (feet)  ADJUSTED  
 OO0152  ___________________________________________________________________
 OO0152  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 OO0152  DYNAMIC HT  -         382.426 (meters)    1254.68  (feet)  COMP
 OO0152  MODELED GRAV-     980,411.6   (mgal)                       NAVD 88
 OO0152
 OO0152  VERT ORDER  -  SECOND    CLASS 0
 OO0152
 OO0152.The horizontal coordinates were scaled from a topographic map and have
 OO0152.an estimated accuracy of +/- 6 seconds.
 OO0152
 OO0152.The orthometric height was determined by differential leveling
 OO0152.and adjusted by the National Geodetic Survey in June 1991..
 OO0152
 OO0152.The geoid height was determined by GEOID03.
 OO0152
 OO0152.The dynamic height is computed by dividing the NAVD 88
 OO0152.geopotential number by the normal gravity value computed on the
 OO0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0152.degrees latitude (g = 980.6199 gals.).
 OO0152
 OO0152.The modeled gravity was interpolated from observed gravity values.
 OO0152
 OO0152;                    North         East    Units  Estimated Accuracy
 OO0152;SPC MN S     -   204,630.      930,250.      MT  (+/- 180 meters Scaled)
 OO0152
 OO0152                          SUPERSEDED SURVEY CONTROL
 OO0152
 OO0152  NGVD 29 (??/??/92)  382.485  (m)         1254.87   (f) ADJ UNCH    2 0
 OO0152
 OO0152.Superseded values are not recommended for survey control.
 OO0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0152.See file dsdata.txt to determine how the superseded data were derived.
 OO0152
 OO0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ499642(NAD 83)
 OO0152_MARKER: DD = SURVEY DISK
 OO0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0152_SP_SET: MONUMENT
 OO0152_STAMPING: 5580-AK 1970
 OO0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0152
 OO0152  HISTORY     - Date     Condition        Report By
 OO0152  HISTORY     - 1970     MONUMENTED       MNDT
 OO0152
 OO0152                          STATION DESCRIPTION
 OO0152
 OO0152'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0152'1.8 MI NE FROM SIMPSON.
 OO0152'MARK IS LOCATED ABOUT 0.2 MILES WEST OF COUNTY ROAD 16, (NORTH-SOUTH)
 OO0152'200 FEET WEST OF THE CENTER OF A LONG CURVE, 110 FEET SOUTH OF FAI 90
 OO0152'EASTBOUND CENTERLINE STATION 601+00, 2 FEET EAST OF A RIGHT-OF-WAY
 OO0152'SIGN, 1 FOOT NORTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT
 OO0152'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION
 OO0152'3, T 105N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0151 ***********************************************************************
 OO0151  DESIGNATION -  5580 AL
 OO0151  PID         -  OO0151
 OO0151  STATE/COUNTY-  MN/OLMSTED
 OO0151  USGS QUAD   -  MARION (1974)
 OO0151
 OO0151                         *CURRENT SURVEY CONTROL
 OO0151  ___________________________________________________________________
 OO0151* NAD 83(1986)-  43 56 05.     (N)    092 22 24.     (W)     SCALED    
 OO0151* NAVD 88     -       382.026  (meters)    1253.36   (feet)  ADJUSTED  
 OO0151  ___________________________________________________________________
 OO0151  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0151  DYNAMIC HT  -         381.952 (meters)    1253.12  (feet)  COMP
 OO0151  MODELED GRAV-     980,412.7   (mgal)                       NAVD 88
 OO0151
 OO0151  VERT ORDER  -  SECOND    CLASS 0
 OO0151
 OO0151.The horizontal coordinates were scaled from a topographic map and have
 OO0151.an estimated accuracy of +/- 6 seconds.
 OO0151
 OO0151.The orthometric height was determined by differential leveling
 OO0151.and adjusted by the National Geodetic Survey in June 1991..
 OO0151
 OO0151.The geoid height was determined by GEOID03.
 OO0151
 OO0151.The dynamic height is computed by dividing the NAVD 88
 OO0151.geopotential number by the normal gravity value computed on the
 OO0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0151.degrees latitude (g = 980.6199 gals.).
 OO0151
 OO0151.The modeled gravity was interpolated from observed gravity values.
 OO0151
 OO0151;                    North         East    Units  Estimated Accuracy
 OO0151;SPC MN S     -   205,160.      930,600.      MT  (+/- 180 meters Scaled)
 OO0151
 OO0151                          SUPERSEDED SURVEY CONTROL
 OO0151
 OO0151  NGVD 29 (??/??/92)  382.011  (m)         1253.31   (f) ADJ UNCH    2 0
 OO0151
 OO0151.Superseded values are not recommended for survey control.
 OO0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0151.See file dsdata.txt to determine how the superseded data were derived.
 OO0151
 OO0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ502648(NAD 83)
 OO0151_MARKER: DD = SURVEY DISK
 OO0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0151_SP_SET: MONUMENT
 OO0151_STAMPING: 5580-AL 1970
 OO0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0151
 OO0151  HISTORY     - Date     Condition        Report By
 OO0151  HISTORY     - 1970     MONUMENTED       MNDT
 OO0151
 OO0151                          STATION DESCRIPTION
 OO0151
 OO0151'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0151'1.4 MI SW FROM MARION.
 OO0151'MARK IS LOCATED ABOUT 200 FEET WEST OF THE RELOCATION OF COUNTY ROAD
 OO0151'16, 100 FEET WEST OF A SINGLE POLE POWER LINE CROSSING, 100 FEET SOUTH
 OO0151'OF FAI 90 EASTBOUND STATION 615+00, 1 FOOT NORTH OF A STEEL WITNESS
 OO0151'POST IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT, SET FLUSH WITH
 OO0151'THE GROUND.  NW 1/4 SECTION 3, T 105N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0150 ***********************************************************************
 OO0150  DESIGNATION -  5580 AM
 OO0150  PID         -  OO0150
 OO0150  STATE/COUNTY-  MN/OLMSTED
 OO0150  USGS QUAD   -  MARION (1974)
 OO0150
 OO0150                         *CURRENT SURVEY CONTROL
 OO0150  ___________________________________________________________________
 OO0150* NAD 83(1986)-  43 56 09.     (N)    092 22 21.     (W)     SCALED    
 OO0150* NAVD 88     -       379.851  (meters)    1246.23   (feet)  ADJUSTED  
 OO0150  ___________________________________________________________________
 OO0150  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0150  DYNAMIC HT  -         379.777 (meters)    1245.98  (feet)  COMP
 OO0150  MODELED GRAV-     980,412.9   (mgal)                       NAVD 88
 OO0150
 OO0150  VERT ORDER  -  SECOND    CLASS 0
 OO0150
 OO0150.The horizontal coordinates were scaled from a topographic map and have
 OO0150.an estimated accuracy of +/- 6 seconds.
 OO0150
 OO0150.The orthometric height was determined by differential leveling
 OO0150.and adjusted by the National Geodetic Survey in June 1991..
 OO0150
 OO0150.The geoid height was determined by GEOID03.
 OO0150
 OO0150.The dynamic height is computed by dividing the NAVD 88
 OO0150.geopotential number by the normal gravity value computed on the
 OO0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0150.degrees latitude (g = 980.6199 gals.).
 OO0150
 OO0150.The modeled gravity was interpolated from observed gravity values.
 OO0150
 OO0150;                    North         East    Units  Estimated Accuracy
 OO0150;SPC MN S     -   205,280.      930,660.      MT  (+/- 180 meters Scaled)
 OO0150
 OO0150                          SUPERSEDED SURVEY CONTROL
 OO0150
 OO0150  NGVD 29 (??/??/92)  379.836  (m)         1246.18   (f) ADJ UNCH    2 0
 OO0150
 OO0150.Superseded values are not recommended for survey control.
 OO0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0150.See file dsdata.txt to determine how the superseded data were derived.
 OO0150
 OO0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ503649(NAD 83)
 OO0150_MARKER: DD = SURVEY DISK
 OO0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0150_SP_SET: MONUMENT
 OO0150_STAMPING: 5580-AM 1970
 OO0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0150
 OO0150  HISTORY     - Date     Condition        Report By
 OO0150  HISTORY     - 1970     MONUMENTED       MNDT
 OO0150
 OO0150                          STATION DESCRIPTION
 OO0150
 OO0150'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0150'1.3 MI SW FROM MARION.
 OO0150'MARK IS LOCATED ABOUT 0.5 MILES SOUTH OF COUNTY ROAD L (DEADEND) 229
 OO0150'FEET SOUTHEAST OF FAI 90 EASTBOUND CENTERLINE STATION 632+00, IN THE
 OO0150'TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND,
 OO0150'1 FOOT NORTH OF A STEEL WITNESS POST.  SW 1/4 SECTION 34, T 106N, R
 OO0150'13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0147 ***********************************************************************
 OO0147  DESIGNATION -  5580 AN
 OO0147  PID         -  OO0147
 OO0147  STATE/COUNTY-  MN/OLMSTED
 OO0147  USGS QUAD   -  MARION (1974)
 OO0147
 OO0147                         *CURRENT SURVEY CONTROL
 OO0147  ___________________________________________________________________
 OO0147* NAD 83(1996)-  43 56 24.06907(N)    092 22 12.61799(W)     ADJUSTED  
 OO0147* NAVD 88     -       375.821  (meters)    1233.01   (feet)  ADJUSTED  
 OO0147  ___________________________________________________________________
 OO0147  X           -    -190,249.890 (meters)                     COMP
 OO0147  Y           -  -4,596,416.948 (meters)                     COMP
 OO0147  Z           -   4,403,535.178 (meters)                     COMP
 OO0147  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 OO0147  ELLIP HEIGHT-         345.98  (meters)          (02/05/03) GPS OBS
 OO0147  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0147  DYNAMIC HT  -         375.748 (meters)    1232.77  (feet)  COMP
 OO0147  MODELED GRAV-     980,413.7   (mgal)                       NAVD 88
 OO0147
 OO0147  HORZ ORDER  -  FIRST
 OO0147  VERT ORDER  -  SECOND    CLASS 0
 OO0147  ELLP ORDER  -  THIRD     CLASS II
 OO0147
 OO0147.The horizontal coordinates were established by GPS observations
 OO0147.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0147
 OO0147.The orthometric height was determined by differential leveling
 OO0147.and adjusted by the National Geodetic Survey in June 1991..
 OO0147
 OO0147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0147
 OO0147.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0147
 OO0147.The ellipsoidal height was determined by GPS observations
 OO0147.and is referenced to NAD 83.
 OO0147
 OO0147.The geoid height was determined by GEOID03.
 OO0147
 OO0147.The dynamic height is computed by dividing the NAVD 88
 OO0147.geopotential number by the normal gravity value computed on the
 OO0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0147.degrees latitude (g = 980.6199 gals.).
 OO0147
 OO0147.The modeled gravity was interpolated from observed gravity values.
 OO0147
 OO0147;                    North         East     Units Scale Factor Converg.
 OO0147;SPC MN S     -   205,752.124   930,841.318   MT  0.99996973   +1 08 32.6
 OO0147;UTM  15      - 4,865,403.723   550,546.809   MT  0.99963142   +0 26 13.4
 OO0147
 OO0147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0147!SPC MN S     -   0.99994575  x   0.99996973  =   0.99991548
 OO0147!UTM  15      -   0.99994575  x   0.99963142  =   0.99957719
 OO0147
 OO0147:                Primary Azimuth Mark                     Grid Az
 OO0147:SPC MN S     -  MARION                                   061 29 24.3
 OO0147:UTM  15      -  MARION                                   062 11 43.5
 OO0147
 OO0147|---------------------------------------------------------------------|
 OO0147| PID    Reference Object                     Distance      Geod. Az  |
 OO0147|                                                           dddmmss.s |
 OO0147| OO0148 MARION                              452.386 METERS 0623756.9 |
 OO0147|---------------------------------------------------------------------|
 OO0147
 OO0147                          SUPERSEDED SURVEY CONTROL
 OO0147
 OO0147  NAVD 88 (02/05/03)  375.82   (m)         1233.0    (f) LEVELING    3  
 OO0147  NGVD 29 (??/??/92)  375.807  (m)         1232.96   (f) ADJ UNCH    2 0
 OO0147
 OO0147.Superseded values are not recommended for survey control.
 OO0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0147.See file dsdata.txt to determine how the superseded data were derived.
 OO0147
 OO0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5054765404(NAD 83)
 OO0147_MARKER: DB = BENCH MARK DISK
 OO0147_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0147_STAMPING: 5580 AN 1970
 OO0147_MARK LOGO: MNDT  
 OO0147_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0147+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 OO0147
 OO0147  HISTORY     - Date     Condition        Report By
 OO0147  HISTORY     - 1970     MONUMENTED       MNDT
 OO0147  HISTORY     - 19961016 GOOD             MNDT
 OO0147
 OO0147                          STATION DESCRIPTION
 OO0147
 OO0147'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0147'1.3 MI W FROM MARION.
 OO0147'MARK IS LOCATED ABOUT 700 FEET SOUTH OF COUNTY ROAD L (DEAD END) 400
 OO0147'FEET SOUTH OF AN EAST-WEST POWER LINE CROSSING, 300 FEET SOUTH OF A
 OO0147'GULLY, 174 FEET SOUTHEAST OF FAI 90 EASTBOUND CENTERLINE STATION
 OO0147'643+00, 1 FOOT NORTHWEST OF A STEEL WITNESS POST SET FLUSH WITH THE
 OO0147'GROUND.  SW 1/4 SECTION 34, T 106N, R 13W.
 OO0147
 OO0147                          STATION RECOVERY (1996)
 OO0147
 OO0147'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0147'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0147'THE MARK IS 1.3 MI (2.1 KM) WEST OF MARION, 1.1 MI (1.8 KM) SW ALONG
 OO0147'FAI 90 FROM JCT OF FAI 90 AND TH 52, 1.05 MI (1.69 KM) SW ALONG FAI 90
 OO0147'FROM JCT OF FAI 90 AND TH 52 IN MARION, AT FAI 90 MP 216.95, 700 FT
 OO0147'(213.4 M) SOUTH OF CO RD L, 400 FT (121.9 M) SOUTH OF POWERLINE
 OO0147'CROSSING, 300 FT (91.4 M) SOUTH OF GULLY, 174 FT (53.0 M) SE OF EB FAI
 OO0147'90, AT FAI 90 STA 643+00, 2.2 FT (0.7 M) SOUTH OF R/W POST, 0.2 FT
 OO0147'(6.1 CM) EAST OF FENCE, 0.3 FT (9.1 CM) NW OF WIT POST, FLUSH,
 OO0147'MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0146 ***********************************************************************
 OO0146  DESIGNATION -  5580 AP
 OO0146  PID         -  OO0146
 OO0146  STATE/COUNTY-  MN/OLMSTED
 OO0146  USGS QUAD   -  MARION (1974)
 OO0146
 OO0146                         *CURRENT SURVEY CONTROL
 OO0146  ___________________________________________________________________
 OO0146* NAD 83(1986)-  43 56 40.     (N)    092 22 10.     (W)     SCALED    
 OO0146* NAVD 88     -       373.662  (meters)    1225.92   (feet)  ADJUSTED  
 OO0146  ___________________________________________________________________
 OO0146  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0146  DYNAMIC HT  -         373.590 (meters)    1225.69  (feet)  COMP
 OO0146  MODELED GRAV-     980,414.4   (mgal)                       NAVD 88
 OO0146
 OO0146  VERT ORDER  -  SECOND    CLASS 0
 OO0146
 OO0146.The horizontal coordinates were scaled from a topographic map and have
 OO0146.an estimated accuracy of +/- 6 seconds.
 OO0146
 OO0146.The orthometric height was determined by differential leveling
 OO0146.and adjusted by the National Geodetic Survey in June 1991..
 OO0146
 OO0146.The geoid height was determined by GEOID03.
 OO0146
 OO0146.The dynamic height is computed by dividing the NAVD 88
 OO0146.geopotential number by the normal gravity value computed on the
 OO0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0146.degrees latitude (g = 980.6199 gals.).
 OO0146
 OO0146.The modeled gravity was interpolated from observed gravity values.
 OO0146
 OO0146;                    North         East    Units  Estimated Accuracy
 OO0146;SPC MN S     -   206,250.      930,890.      MT  (+/- 180 meters Scaled)
 OO0146
 OO0146                          SUPERSEDED SURVEY CONTROL
 OO0146
 OO0146  NGVD 29 (??/??/92)  373.648  (m)         1225.88   (f) ADJ UNCH    2 0
 OO0146
 OO0146.Superseded values are not recommended for survey control.
 OO0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0146.See file dsdata.txt to determine how the superseded data were derived.
 OO0146
 OO0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ506658(NAD 83)
 OO0146_MARKER: DD = SURVEY DISK
 OO0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0146_SP_SET: MONUMENT
 OO0146_STAMPING: 5580-AP 1970
 OO0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0146
 OO0146  HISTORY     - Date     Condition        Report By
 OO0146  HISTORY     - 1970     MONUMENTED       MNDT
 OO0146
 OO0146                          STATION DESCRIPTION
 OO0146
 OO0146'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0146'1.2 MI W FROM MARION.
 OO0146'MARK IS LOCATED ABOUT 0.8 MILES WEST OF T.H. 52 (NEW), 200 FEET EAST
 OO0146'OF A DEEP GULLY, 180 FEET NORTH OF FAI 90 CENTERLINE STATION 661+75 AT
 OO0146'THE SOUTH EDGE OF A TREE LINE, 1 FOOT SOUTH OF A STEEL WITNESS POST IN
 OO0146'THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 2 INCHES
 OO0146'ABOVE GROUND.  NW 1/4 SECTION 34, T 106N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0145 ***********************************************************************
 OO0145  DESIGNATION -  5580 AQ
 OO0145  PID         -  OO0145
 OO0145  STATE/COUNTY-  MN/OLMSTED
 OO0145  USGS QUAD   -  MARION (1974)
 OO0145
 OO0145                         *CURRENT SURVEY CONTROL
 OO0145  ___________________________________________________________________
 OO0145* NAD 83(1996)-  43 56 56.63012(N)    092 21 52.72639(W)     ADJUSTED  
 OO0145* NAVD 88     -       366.903  (meters)    1203.75   (feet)  ADJUSTED  
 OO0145  ___________________________________________________________________
 OO0145  X           -    -189,777.583 (meters)                     COMP
 OO0145  Y           -  -4,595,732.002 (meters)                     COMP
 OO0145  Z           -   4,404,252.618 (meters)                     COMP
 OO0145  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 OO0145  ELLIP HEIGHT-         337.06  (meters)          (02/05/03) GPS OBS
 OO0145  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0145  DYNAMIC HT  -         366.833 (meters)    1203.52  (feet)  COMP
 OO0145  MODELED GRAV-     980,415.7   (mgal)                       NAVD 88
 OO0145
 OO0145  HORZ ORDER  -  FIRST
 OO0145  VERT ORDER  -  SECOND    CLASS 0
 OO0145  ELLP ORDER  -  THIRD     CLASS II
 OO0145
 OO0145.The horizontal coordinates were established by GPS observations
 OO0145.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0145
 OO0145.The orthometric height was determined by differential leveling
 OO0145.and adjusted by the National Geodetic Survey in June 1991..
 OO0145
 OO0145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0145
 OO0145.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0145
 OO0145.The ellipsoidal height was determined by GPS observations
 OO0145.and is referenced to NAD 83.
 OO0145
 OO0145.The geoid height was determined by GEOID03.
 OO0145
 OO0145.The dynamic height is computed by dividing the NAVD 88
 OO0145.geopotential number by the normal gravity value computed on the
 OO0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0145.degrees latitude (g = 980.6199 gals.).
 OO0145
 OO0145.The modeled gravity was interpolated from observed gravity values.
 OO0145
 OO0145;                    North         East     Units Scale Factor Converg.
 OO0145;SPC MN S     -   206,765.722   931,264.733   MT  0.99996821   +1 08 46.6
 OO0145;UTM  15      - 4,866,411.692   550,982.523   MT  0.99963197   +0 26 27.4
 OO0145
 OO0145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0145!SPC MN S     -   0.99994715  x   0.99996821  =   0.99991536
 OO0145!UTM  15      -   0.99994715  x   0.99963197  =   0.99957914
 OO0145
 OO0145:                Primary Azimuth Mark                     Grid Az
 OO0145:SPC MN S     -  5580 AN                                  202 40 19.1
 OO0145:UTM  15      -  5580 AN                                  203 22 38.3
 OO0145
 OO0145|---------------------------------------------------------------------|
 OO0145| PID    Reference Object                     Distance      Geod. Az  |
 OO0145|                                                           dddmmss.s |
 OO0145| OO0147 5580 AN                             APPROX. 1.1 KM 2034905.7 |
 OO0145|---------------------------------------------------------------------|
 OO0145
 OO0145                          SUPERSEDED SURVEY CONTROL
 OO0145
 OO0145  NAVD 88 (02/05/03)  366.90   (m)         1203.7    (f) LEVELING    3  
 OO0145  NGVD 29 (??/??/92)  366.890  (m)         1203.70   (f) ADJ UNCH    2 0
 OO0145
 OO0145.Superseded values are not recommended for survey control.
 OO0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0145.See file dsdata.txt to determine how the superseded data were derived.
 OO0145
 OO0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5098366412(NAD 83)
 OO0145_MARKER: DB = BENCH MARK DISK
 OO0145_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0145_SP_SET: CONCRETE POST
 OO0145_STAMPING: 5580 AQ 1970
 OO0145_MARK LOGO: MNDT  
 OO0145_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0145+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 OO0145
 OO0145  HISTORY     - Date     Condition        Report By
 OO0145  HISTORY     - 1970     MONUMENTED       MNDT
 OO0145  HISTORY     - 1979     GOOD             MNDT
 OO0145  HISTORY     - 19961016 GOOD             MNDT
 OO0145
 OO0145                          STATION DESCRIPTION
 OO0145
 OO0145'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0145'1.0 MI NW FROM MARION.
 OO0145'MARK IS LOCATED ABOUT 0.4 MILES WEST OF T.H. 52 (NEW) ON THE TOP OF
 OO0145'THE NORTH BACK SLOPE, 195 FEET NORTH OF FAI 90 STATION 679+00, 150
 OO0145'FEET NORTHWEST OF AN EMERGENCY CROSS-OVER, 50 FEET SOUTHEAST OF A 24
 OO0145'INCH OAK TREE, 1 FOOT SOUTH OF A STEEL WITNESS POST IN THE TOP OF A 6
 OO0145'FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4
 OO0145'SECTION 27, T 106N, R 13W.
 OO0145
 OO0145                          STATION RECOVERY (1979)
 OO0145
 OO0145'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 OO0145'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 105
 OO0145'MINN AND IS LOCATED 0.35 MILE SOUTHWEST ALONG TRUNK HIGHWAY 90 FROM
 OO0145'ITS JUNCTION WITH TRUNK HIGHWAY 52 WHICH IS ABOUT 0.7 MILE NORTHWEST
 OO0145'OF MARION.  THE MARK IS NEAR TRUNK HIGHWAY 90 MILE POINT 217.65 IN
 OO0145'THE NE 1/4 OF SECTION 34, T106N, R13W.  THE MARK IS ABOUT 250 FEET
 OO0145'WEST-NORTHWEST OF AN EMERGENCY CROSSOVER BETWEEN THE EASTBOUND AND
 OO0145'WESTBOUND LANES ON HIGHWAY 90, 110 FEET NORTHWEST OF AND 25 FEET
 OO0145'ABOVE THE WESTBOUND HIGHWAY 90 CENTERLINE AT ENGINEERS STATION 679,
 OO0145'104 FEET SOUTHWEST OF A STEEL RIGHT-OF-WAY SIGN POST, 41.8 FEET
 OO0145'NORTHEAST OF AN 18 INCH OAK TREE AND 0.5 FOOT SOUTH OF A STEEL
 OO0145'WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OO0145'STAMPED---5580 AQ 1970---, IS SET IN THE TOP OF A MAGNETIC CONCRETE
 OO0145'POST THAT IS BURIED 1 INCH BELOW THE SURFACE OF THE GROUND.
 OO0145
 OO0145                          STATION RECOVERY (1996)
 OO0145
 OO0145'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0145'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0145'THE MARK IS 1 MI (1.6 KM) NW OF MARION, 0.35 MI (0.56 KM) WEST ALONG
 OO0145'FAI 90 FROM JCT OF FAI 90 AND TH 52 IN MARION, AT FAI 90 MP 217.60, AT
 OO0145'TOP OF NORTH BACKSLOPE, 195 FT (59.4 M) NORTH OF FAI 90, AT FAI STA
 OO0145'679+00, 150 FT (45.7 M) NW OF CROSSOVER, 50 FT (15.2 M) SE OF 24 IN
 OO0145'OAK TREE, 0.3 FT (9.1 CM) NORTH OF R/W FENCE, 0.3 FT (9.1 CM) SW OF
 OO0145'WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0144 ***********************************************************************
 OO0144  DESIGNATION -  5580 AR
 OO0144  PID         -  OO0144
 OO0144  STATE/COUNTY-  MN/OLMSTED
 OO0144  USGS QUAD   -  MARION (1974)
 OO0144
 OO0144                         *CURRENT SURVEY CONTROL
 OO0144  ___________________________________________________________________
 OO0144* NAD 83(1986)-  43 57 03.     (N)    092 21 26.     (W)     SCALED    
 OO0144* NAVD 88     -       345.216  (meters)    1132.60   (feet)  ADJUSTED  
 OO0144  ___________________________________________________________________
 OO0144  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0144  DYNAMIC HT  -         345.150 (meters)    1132.38  (feet)  COMP
 OO0144  MODELED GRAV-     980,416.9   (mgal)                       NAVD 88
 OO0144
 OO0144  VERT ORDER  -  SECOND    CLASS 0
 OO0144
 OO0144.The horizontal coordinates were scaled from a topographic map and have
 OO0144.an estimated accuracy of +/- 6 seconds.
 OO0144
 OO0144.The orthometric height was determined by differential leveling
 OO0144.and adjusted by the National Geodetic Survey in June 1991..
 OO0144
 OO0144.The geoid height was determined by GEOID03.
 OO0144
 OO0144.The dynamic height is computed by dividing the NAVD 88
 OO0144.geopotential number by the normal gravity value computed on the
 OO0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0144.degrees latitude (g = 980.6199 gals.).
 OO0144
 OO0144.The modeled gravity was interpolated from observed gravity values.
 OO0144
 OO0144;                    North         East    Units  Estimated Accuracy
 OO0144;SPC MN S     -   206,970.      931,860.      MT  (+/- 180 meters Scaled)
 OO0144
 OO0144                          SUPERSEDED SURVEY CONTROL
 OO0144
 OO0144  NGVD 29 (??/??/92)  345.203  (m)         1132.55   (f) ADJ UNCH    2 0
 OO0144
 OO0144.Superseded values are not recommended for survey control.
 OO0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0144.See file dsdata.txt to determine how the superseded data were derived.
 OO0144
 OO0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ515666(NAD 83)
 OO0144_MARKER: DB = BENCH MARK DISK
 OO0144_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0144_SP_SET: BRIDGE ABUTMENT
 OO0144_STAMPING: 5580 AR 1970
 OO0144_MARK LOGO: MNDT  
 OO0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0144
 OO0144  HISTORY     - Date     Condition        Report By
 OO0144  HISTORY     - 1970     MONUMENTED       MNDT
 OO0144  HISTORY     - 1979     GOOD             MNDT
 OO0144
 OO0144                          STATION DESCRIPTION
 OO0144
 OO0144'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0144'1.0 MI N FROM MARION.
 OO0144'MARK IS LOCATED ABOUT 0.1 MILES WEST OF PRESENT T.H. 52, IN THE
 OO0144'SOUTHEAST CORNER OF BRIDGE NO. 55810, FAI 90 EASTBOUND OVER T.H. 52
 OO0144'(NEW).  SW 1/4 SECTION 26, T 106N, R 13W.
 OO0144
 OO0144                          STATION RECOVERY (1979)
 OO0144
 OO0144'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 OO0144'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 105
 OO0144'MINN AND IS LOCATED 0.75 MILE NORTHWEST ALONG TRUNK HIGHWAY 52 FROM
 OO0144'ITS JUNCTION WITH MAIN STREET IN MARION AND IS AT THE JUNCTION OF
 OO0144'TRUNK HIGHWAYS 90 AND 52 IN THE SW 1/4 OF SECTION 26, T106N, R13W.
 OO0144'THE MARK IS 43 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 OO0144'TRUNK HIGHWAY 90 EASTBOUND LANE AND IS IN THE ABUTMENT IN THE
 OO0144'SOUTHEAST CORNER OF BRIDGE NUMBER 55810.  THE MARK, A STANDARD MNHD
 OO0144'BENCH MARK DISK STAMPED---5580 AR 1970---, IS CEMENTED IN A DRILL
 OO0144'HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0143 ***********************************************************************
 OO0143  DESIGNATION -  5580 AS
 OO0143  PID         -  OO0143
 OO0143  STATE/COUNTY-  MN/OLMSTED
 OO0143  USGS QUAD   -  MARION (1974)
 OO0143
 OO0143                         *CURRENT SURVEY CONTROL
 OO0143  ___________________________________________________________________
 OO0143* NAD 83(1986)-  43 57 07.     (N)    092 21 14.     (W)     SCALED    
 OO0143* NAVD 88     -       339.465  (meters)    1113.73   (feet)  ADJUSTED  
 OO0143  ___________________________________________________________________
 OO0143  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0143  DYNAMIC HT  -         339.400 (meters)    1113.51  (feet)  COMP
 OO0143  MODELED GRAV-     980,417.4   (mgal)                       NAVD 88
 OO0143
 OO0143  VERT ORDER  -  SECOND    CLASS 0
 OO0143
 OO0143.The horizontal coordinates were scaled from a topographic map and have
 OO0143.an estimated accuracy of +/- 6 seconds.
 OO0143
 OO0143.The orthometric height was determined by differential leveling
 OO0143.and adjusted by the National Geodetic Survey in June 1991..
 OO0143
 OO0143.The geoid height was determined by GEOID03.
 OO0143
 OO0143.The dynamic height is computed by dividing the NAVD 88
 OO0143.geopotential number by the normal gravity value computed on the
 OO0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0143.degrees latitude (g = 980.6199 gals.).
 OO0143
 OO0143.The modeled gravity was interpolated from observed gravity values.
 OO0143
 OO0143;                    North         East    Units  Estimated Accuracy
 OO0143;SPC MN S     -   207,100.      932,120.      MT  (+/- 180 meters Scaled)
 OO0143
 OO0143                          SUPERSEDED SURVEY CONTROL
 OO0143
 OO0143  NGVD 29 (??/??/92)  339.453  (m)         1113.69   (f) ADJ UNCH    2 0
 OO0143
 OO0143.Superseded values are not recommended for survey control.
 OO0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0143.See file dsdata.txt to determine how the superseded data were derived.
 OO0143
 OO0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ518667(NAD 83)
 OO0143_MARKER: DD = SURVEY DISK
 OO0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0143_SP_SET: MONUMENT
 OO0143_STAMPING: 5580-AS 1970
 OO0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0143
 OO0143  HISTORY     - Date     Condition        Report By
 OO0143  HISTORY     - 1970     MONUMENTED       MNDT
 OO0143  HISTORY     - 1979     MARK NOT FOUND   MNDT
 OO0143
 OO0143                          STATION DESCRIPTION
 OO0143
 OO0143'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0143'0.8 MI N FROM MARION.
 OO0143'MARK IS LOCATED ABOUT 0.2 MILES EAST OF NEW T.H. 52, 135 FEET SOUTH OF
 OO0143'FAI 90 EASTBOUND CENTERLINE STATION 708+70, 70 FEET EAST OF T.H. 52
 OO0143'(INPLACE) 27 FEET SOUTHWEST OF A POWER POLE, 1 FOOT WEST OF A STEEL
 OO0143'WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET 5
 OO0143'INCHES BELOW GROUND.  SW 1/4 SECTION 26, T 106N, R 13W.
 OO0143
 OO0143                          STATION RECOVERY (1979)
 OO0143
 OO0143'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 OO0143'THE MARK WAS SEARCHED FOR AS DESCRIBED IN NGS LINE 105 MINN AND NOT
 OO0143'FOUND AT THIS TIME.  A NEW DITCH HAS BEEN DUG ALONG TRUNK HIGHWAY 90
 OO0143'AND THE EXCAVATED DIRT IS PILED AT THE RIGHT-OF-WAY FENCE.  THE MARK
 OO0143'IS PROBABLY BURIED ABOUT 4 FEET UNDER THE DIRT.  DUE TO INCLEMENT
 OO0143'WEATHER AND THE AVAILABILITY OF OTHER MARKS IN THE AREA THIS MARK WAS
 OO0143'NOT DUG OUT AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0142 ***********************************************************************
 OO0142  DESIGNATION -  5580 AT
 OO0142  PID         -  OO0142
 OO0142  STATE/COUNTY-  MN/OLMSTED
 OO0142  USGS QUAD   -  MARION (1974)
 OO0142
 OO0142                         *CURRENT SURVEY CONTROL
 OO0142  ___________________________________________________________________
 OO0142* NAD 83(1986)-  43 57 12.     (N)    092 20 52.     (W)     SCALED    
 OO0142* NAVD 88     -       352.724  (meters)    1157.23   (feet)  ADJUSTED  
 OO0142  ___________________________________________________________________
 OO0142  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0142  DYNAMIC HT  -         352.657 (meters)    1157.01  (feet)  COMP
 OO0142  MODELED GRAV-     980,418.3   (mgal)                       NAVD 88
 OO0142
 OO0142  VERT ORDER  -  SECOND    CLASS 0
 OO0142
 OO0142.The horizontal coordinates were scaled from a topographic map and have
 OO0142.an estimated accuracy of +/- 6 seconds.
 OO0142
 OO0142.The orthometric height was determined by differential leveling
 OO0142.and adjusted by the National Geodetic Survey in June 1991..
 OO0142
 OO0142.The geoid height was determined by GEOID03.
 OO0142
 OO0142.The dynamic height is computed by dividing the NAVD 88
 OO0142.geopotential number by the normal gravity value computed on the
 OO0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0142.degrees latitude (g = 980.6199 gals.).
 OO0142
 OO0142.The modeled gravity was interpolated from observed gravity values.
 OO0142
 OO0142;                    North         East    Units  Estimated Accuracy
 OO0142;SPC MN S     -   207,270.      932,610.      MT  (+/- 180 meters Scaled)
 OO0142
 OO0142                          SUPERSEDED SURVEY CONTROL
 OO0142
 OO0142  NGVD 29 (??/??/92)  352.713  (m)         1157.19   (f) ADJ UNCH    2 0
 OO0142
 OO0142.Superseded values are not recommended for survey control.
 OO0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0142.See file dsdata.txt to determine how the superseded data were derived.
 OO0142
 OO0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ523668(NAD 83)
 OO0142_MARKER: DB = BENCH MARK DISK
 OO0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0142_SP_SET: CONCRETE POST
 OO0142_STAMPING: 5580 AT 1970
 OO0142_MARK LOGO: MNDT  
 OO0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0142+STABILITY: SURFACE MOTION
 OO0142
 OO0142  HISTORY     - Date     Condition        Report By
 OO0142  HISTORY     - 1970     MONUMENTED       MNDT
 OO0142  HISTORY     - 1979     GOOD             MNDT
 OO0142
 OO0142                          STATION DESCRIPTION
 OO0142
 OO0142'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0142'1.0 MI NE FROM MARION.
 OO0142'MARK IS LOCATED ABOUT 0.3 MILES EAST OF T.H. 52 (INPLACE) 0.5 MILES
 OO0142'WEST OF A TOWNSHIP (DEAD END) 100 FEET SOUTH OF FAI 90 EAST BOUND
 OO0142'CENTERLINE STATION 725+00, 4 FEET NORTH OF THE SOUTH RIGHT OF WAY
 OO0142'FENCE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT
 OO0142'PRE-CAST CONCRETE MONUMENT SET 2 INCHES BELOW GROUND.  SE 1/4 SECTION
 OO0142'26, T 106N, R 13W.
 OO0142
 OO0142                          STATION RECOVERY (1979)
 OO0142
 OO0142'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 OO0142'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 105
 OO0142'MINN AND IS LOCATED 0.5 MILE EAST ALONG EASTBOUND TRUNK HIGHWAY 90
 OO0142'FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 WHICH IS 0.7 MILE NORTHWEST
 OO0142'OF MARION.  THE MARK IS NEAR TRUNK HIGHWAY 90 MILE POINT 218.5 IN THE
 OO0142'SE 1/4 OF SECTION 26, T106N, R13W.  THE MARK IS 127.5 FEET SOUTH OF
 OO0142'THE MARION.  THE MARK IS NEAR TRUNK HIGHWAY 90 MILE POINT 218.5 IN
 OO0142'THE SE 1/4 OF SECTION 26, T106N, R13W.  THE MARK IS 127.5 FEET SOUTH
 OO0142'OF THE SOUTH EDGE OF THE CONCRETE PAVEMENT AT STENCIL 725, 98.3 FEET
 OO0142'SOUTH OF THE SOUTH END OF A 24 INCH CONCRETE CULVERT UNDER HIGHWAY
 OO0142'90, 2.5 FEET WEST OF A STEEL RIGHT-OF-WAY AND CONTROLLED ACCESS SIGN
 OO0142'POST, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 0.5 FOOT NORTH OF A
 OO0142'STEEL WITNESS POST AND ABOUT 10 FEET HIGHER THAN THE HIGHWAY.  THE
 OO0142'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---5580 AT 1970---, IS
 OO0142'SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS BURIED 6 INCHES
 OO0142'BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0141 ***********************************************************************
 OO0141  DESIGNATION -  5580 AU
 OO0141  PID         -  OO0141
 OO0141  STATE/COUNTY-  MN/OLMSTED
 OO0141  USGS QUAD   -  MARION (1974)
 OO0141
 OO0141                         *CURRENT SURVEY CONTROL
 OO0141  ___________________________________________________________________
 OO0141* NAD 83(1996)-  43 57 17.82737(N)    092 20 30.21122(W)     ADJUSTED  
 OO0141* NAVD 88     -       366.568  (meters)    1202.65   (feet)  ADJUSTED  
 OO0141  ___________________________________________________________________
 OO0141  X           -    -187,920.505 (meters)                     COMP
 OO0141  Y           -  -4,595,353.602 (meters)                     COMP
 OO0141  Z           -   4,404,723.420 (meters)                     COMP
 OO0141  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 OO0141  ELLIP HEIGHT-         336.74  (meters)          (02/05/03) GPS OBS
 OO0141  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0141  DYNAMIC HT  -         366.499 (meters)    1202.42  (feet)  COMP
 OO0141  MODELED GRAV-     980,419.4   (mgal)                       NAVD 88
 OO0141
 OO0141  HORZ ORDER  -  FIRST
 OO0141  VERT ORDER  -  SECOND    CLASS 0
 OO0141  ELLP ORDER  -  THIRD     CLASS II
 OO0141
 OO0141.The horizontal coordinates were established by GPS observations
 OO0141.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0141
 OO0141.The orthometric height was determined by differential leveling
 OO0141.and adjusted by the National Geodetic Survey in June 1991..
 OO0141
 OO0141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0141
 OO0141.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0141
 OO0141.The ellipsoidal height was determined by GPS observations
 OO0141.and is referenced to NAD 83.
 OO0141
 OO0141.The geoid height was determined by GEOID03.
 OO0141
 OO0141.The dynamic height is computed by dividing the NAVD 88
 OO0141.geopotential number by the normal gravity value computed on the
 OO0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0141.degrees latitude (g = 980.6199 gals.).
 OO0141
 OO0141.The modeled gravity was interpolated from observed gravity values.
 OO0141
 OO0141;                    North         East     Units Scale Factor Converg.
 OO0141;SPC MN S     -   207,456.869   933,090.999   MT  0.99996723   +1 09 44.4
 OO0141;UTM  15      - 4,867,080.080   552,816.545   MT  0.99963431   +0 27 24.9
 OO0141
 OO0141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0141!SPC MN S     -   0.99994720  x   0.99996723  =   0.99991443
 OO0141!UTM  15      -   0.99994720  x   0.99963431  =   0.99958153
 OO0141
 OO0141:                Primary Azimuth Mark                     Grid Az
 OO0141:SPC MN S     -  5580 AV 1                                081 50 49.4
 OO0141:UTM  15      -  5580 AV 1                                082 33 08.9
 OO0141
 OO0141|---------------------------------------------------------------------|
 OO0141| PID    Reference Object                     Distance      Geod. Az  |
 OO0141|                                                           dddmmss.s |
 OO0141| OO0138 5580 AV 1                           APPROX. 1.0 KM 0830033.8 |
 OO0141|---------------------------------------------------------------------|
 OO0141
 OO0141                          SUPERSEDED SURVEY CONTROL
 OO0141
 OO0141  NAVD 88 (02/05/03)  366.57   (m)         1202.7    (f) LEVELING    3  
 OO0141  NGVD 29 (??/??/92)  366.558  (m)         1202.62   (f) ADJ UNCH    2 0
 OO0141
 OO0141.Superseded values are not recommended for survey control.
 OO0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0141.See file dsdata.txt to determine how the superseded data were derived.
 OO0141
 OO0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5281767080(NAD 83)
 OO0141_MARKER: DB = BENCH MARK DISK
 OO0141_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0141_SP_SET: CONCRETE POST
 OO0141_STAMPING: 5580 AU 1970
 OO0141_MARK LOGO: MNDT  
 OO0141_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0141+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 OO0141
 OO0141  HISTORY     - Date     Condition        Report By
 OO0141  HISTORY     - 1970     MONUMENTED       MNDT
 OO0141  HISTORY     - 1979     GOOD             MNDT
 OO0141  HISTORY     - 19961016 GOOD             MNDT
 OO0141
 OO0141                          STATION DESCRIPTION
 OO0141
 OO0141'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0141'1.1 MI NE FROM MARION.
 OO0141'MARK IS LOCATED ABOUT 0.7 MILES EAST OF T.H. 52 (INPLACE) 600 FEET
 OO0141'WEST OF A TOWNSHIP ROAD (DEAD END), 183 FEET SOUTH OF FAI 90 EASTBOUND
 OO0141'CENTERLINE STATION 743+00, 2 FEET WEST OF A RIGHT OF WAY MARKER, 1
 OO0141'FOOT NORTH OF A STEEL WITNESS POST, IN THE TOP OF A 6-FOOT PRE-CAST
 OO0141'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 26, T
 OO0141'106N, R 13W.
 OO0141
 OO0141                          STATION RECOVERY (1979)
 OO0141
 OO0141'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 OO0141'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 105
 OO0141'MINN AND IS LOCATED 0.85 MILE EAST ALONG EASTBOUND TRUNK HIGHWAY 90
 OO0141'FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 WHICH IS 0.7 MILE NORTHWEST
 OO0141'OF MARION.  THE MARK IS NEAR TRUNK HIGHWAY 90 MILE POINT 218.85 IN
 OO0141'THE SE 1/4 OF SECTION 26, T106N, R13W.  THE MARK IS 219 FEET
 OO0141'SOUTHWEST OF THE SOUTH END OF A 24 INCH CONCRETE CULVERT UNDER TRUNK
 OO0141'HIGHWAY 90 AT 1/4 OF SECTION 26, T106N, R13W.  THE MARK IS 219 FEET
 OO0141'SOUTHWEST OF THE SOUTH END OF A 24 INCH CONCRETE CULVERT UNDER TRUNK
 OO0141'HIGHWAY 90 AT ENGINEERS STATION 745, 98.6 FEET SOUTH OF EASTBOUND
 OO0141'TRUNK HIGHWAY 90 CENTERLINE AT ENGINEERS STATION 743, 2 FEET
 OO0141'WEST-NORTHWEST OF A STEEL RIGHT-OF-WAY SIGN POST, 0.6 FOOT SOUTH OF
 OO0141'THE RIGHT-OF-WAY FENCE, 5 FEET HIGHER THAN THE CENTERLINE OF THE
 OO0141'HIGHWAY AND 0.6 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 OO0141'STANDARD MNHD BENCH MARK DISK STAMPED ---5580 AU 1979---, IS SET IN
 OO0141'THE TOP OF A MAGNETIC CONCRETE POST THAT IS BURIED 2 INCHES BELOW THE
 OO0141'SURFACE OF THE GROUND.
 OO0141
 OO0141                          STATION RECOVERY (1996)
 OO0141
 OO0141'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0141'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OO0141'FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0139 ***********************************************************************
 OO0139  DESIGNATION -  5580 AV
 OO0139  PID         -  OO0139
 OO0139  STATE/COUNTY-  MN/OLMSTED
 OO0139  USGS QUAD   -  MARION (1974)
 OO0139
 OO0139                         *CURRENT SURVEY CONTROL
 OO0139  ___________________________________________________________________
 OO0139* NAD 83(1986)-  43 57 22.     (N)    092 20 05.     (W)     SCALED    
 OO0139* NAVD 88     -       376.277  (meters)    1234.50   (feet)  ADJUSTED  
 OO0139  ___________________________________________________________________
 OO0139  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 OO0139  DYNAMIC HT  -         376.206 (meters)    1234.27  (feet)  COMP
 OO0139  MODELED GRAV-     980,420.0   (mgal)                       NAVD 88
 OO0139
 OO0139  VERT ORDER  -  SECOND    CLASS 0
 OO0139
 OO0139.The horizontal coordinates were scaled from a topographic map and have
 OO0139.an estimated accuracy of +/- 6 seconds.
 OO0139
 OO0139.The orthometric height was determined by differential leveling
 OO0139.and adjusted by the National Geodetic Survey in June 1991..
 OO0139
 OO0139.The geoid height was determined by GEOID03.
 OO0139
 OO0139.The dynamic height is computed by dividing the NAVD 88
 OO0139.geopotential number by the normal gravity value computed on the
 OO0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0139.degrees latitude (g = 980.6199 gals.).
 OO0139
 OO0139.The modeled gravity was interpolated from observed gravity values.
 OO0139
 OO0139;                    North         East    Units  Estimated Accuracy
 OO0139;SPC MN S     -   207,600.      933,650.      MT  (+/- 180 meters Scaled)
 OO0139
 OO0139                          SUPERSEDED SURVEY CONTROL
 OO0139
 OO0139  NGVD 29 (??/??/92)  376.263  (m)         1234.46   (f) ADJ UNCH    2 0
 OO0139
 OO0139.Superseded values are not recommended for survey control.
 OO0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0139.See file dsdata.txt to determine how the superseded data were derived.
 OO0139
 OO0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ533672(NAD 83)
 OO0139_MARKER: DB = BENCH MARK DISK
 OO0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0139_SP_SET: CONCRETE POST
 OO0139_STAMPING: 5580 AV 1970
 OO0139_MARK LOGO: MNDT  
 OO0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0139+STABILITY: SURFACE MOTION
 OO0139
 OO0139  HISTORY     - Date     Condition        Report By
 OO0139  HISTORY     - 1970     MONUMENTED       MNDT
 OO0139  HISTORY     - 1979     GOOD             MNDT
 OO0139
 OO0139                          STATION DESCRIPTION
 OO0139
 OO0139'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0139'1.2 MI NE FROM MARION.
 OO0139'MARK IS LOCATED ABOUT 1.0 MILES EAST OF T.H. 52 (INPLACE), 700 FEET
 OO0139'EAST OF A TOWNSHIP ROAD (DEAD END), 99 FEET NORTH OF FAI 90 WEST BOUND
 OO0139'CENTERLINE STATION 160+00, AT A NORTH-SOUTH FIELD LINE, 3 FEET
 OO0139'SOUTHWEST OF A RIGHT OF WAY MARKER, 1 FOOT SOUTH OF A STEEL WITNESS
 OO0139'POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 2
 OO0139'INCHES ABOVE GROUND.  SW 1/4 SECTION 25, T 106N, R 13W.
 OO0139
 OO0139                          STATION RECOVERY (1979)
 OO0139
 OO0139'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 OO0139'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 105
 OO0139'MINN AND IS LOCATED 1.2 MILES EAST ALONG TRUNK HIGHWAY 90 FROM ITS
 OO0139'JUNCTION WITH TRUNK HIGHWAY 52 WHICH IS 0.7 MILE NORTHWEST OF MARION.
 OO0139'THE MARK IS NEAR TRUNK HIGHWAY 90 MILE POINT 219.2 IN THE SW 1/4 OF
 OO0139'SECTION 25, T106N, R13W.  THE MARK IS 205 FEET WEST-NORTHWEST OF THE
 OO0139'NORTH LEG OF HIGHWAY 90 WESTBOUND SIGN SAYING 63 ROCHESTER EXIT 1
 OO0139'MILE, 85.3 FEET NORTH OF THE NORTH EDGE OF THE WESTBOUND CONCRETE
 OO0139'PAVEMENT AT STENCIL 760, 15.4 FEET NORTH-NORTHEAST OF A 3 INCH
 OO0139'ORNAMENTAL TREE, 2.9 FEET WEST-SOUTHWEST OF A STEEL RIGHT-OF-WAY SIGN
 OO0139'POST AND 0.7 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 OO0139'STANDARD MNHD BENCH MARK DISK STAMPED---5580 AV 1970---, IS SET IN
 OO0139'THE TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0138 ***********************************************************************
 OO0138  DESIGNATION -  5580 AV 1
 OO0138  PID         -  OO0138
 OO0138  STATE/COUNTY-  MN/OLMSTED
 OO0138  USGS QUAD   -  MARION (1974)
 OO0138
 OO0138                         *CURRENT SURVEY CONTROL
 OO0138  ___________________________________________________________________
 OO0138* NAD 83(1996)-  43 57 21.96489(N)    092 19 43.47053(W)     ADJUSTED  
 OO0138* NAVD 88     -       380.632  (meters)    1248.79   (feet)  ADJUSTED  
 OO0138  ___________________________________________________________________
 OO0138  X           -    -186,875.979 (meters)                     COMP
 OO0138  Y           -  -4,595,317.619 (meters)                     COMP
 OO0138  Z           -   4,404,825.121 (meters)                     COMP
 OO0138  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 OO0138  ELLIP HEIGHT-         350.81  (meters)          (02/05/03) GPS OBS
 OO0138  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 OO0138  DYNAMIC HT  -         380.561 (meters)    1248.56  (feet)  COMP
 OO0138  MODELED GRAV-     980,420.5   (mgal)                       NAVD 88
 OO0138
 OO0138  HORZ ORDER  -  FIRST
 OO0138  VERT ORDER  -  SECOND    CLASS 0
 OO0138  ELLP ORDER  -  THIRD     CLASS II
 OO0138
 OO0138.The horizontal coordinates were established by GPS observations
 OO0138.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0138
 OO0138.The orthometric height was determined by differential leveling
 OO0138.and adjusted by the National Geodetic Survey in June 1991..
 OO0138
 OO0138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0138
 OO0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0138
 OO0138.The ellipsoidal height was determined by GPS observations
 OO0138.and is referenced to NAD 83.
 OO0138
 OO0138.The geoid height was determined by GEOID03.
 OO0138
 OO0138.The dynamic height is computed by dividing the NAVD 88
 OO0138.geopotential number by the normal gravity value computed on the
 OO0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0138.degrees latitude (g = 980.6199 gals.).
 OO0138
 OO0138.The modeled gravity was interpolated from observed gravity values.
 OO0138
 OO0138;                    North         East     Units Scale Factor Converg.
 OO0138;SPC MN S     -   207,605.761   934,130.285   MT  0.99996704   +1 10 17.2
 OO0138;UTM  15      - 4,867,216.121   553,857.240   MT  0.99963567   +0 27 57.4
 OO0138
 OO0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0138!SPC MN S     -   0.99994499  x   0.99996704  =   0.99991204
 OO0138!UTM  15      -   0.99994499  x   0.99963567  =   0.99958068
 OO0138
 OO0138:                Primary Azimuth Mark                     Grid Az
 OO0138:SPC MN S     -  5580 AY                                  092 57 21.9
 OO0138:UTM  15      -  5580 AY                                  093 39 41.7
 OO0138
 OO0138|---------------------------------------------------------------------|
 OO0138| PID    Reference Object                     Distance      Geod. Az  |
 OO0138|                                                           dddmmss.s |
 OO0138| OO0132 5580 AY                             APPROX. 1.3 KM 0940739.1 |
 OO0138| OO0141 5580 AU                             APPROX. 1.0 KM 2630106.3 |
 OO0138|---------------------------------------------------------------------|
 OO0138
 OO0138                          SUPERSEDED SURVEY CONTROL
 OO0138
 OO0138  NAVD 88 (02/05/03)  380.63   (m)         1248.8    (f) LEVELING    3  
 OO0138  NGVD 29 (??/??/92)  380.618  (m)         1248.74   (f) ADJ UNCH    2 0
 OO0138
 OO0138.Superseded values are not recommended for survey control.
 OO0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0138.See file dsdata.txt to determine how the superseded data were derived.
 OO0138
 OO0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5385767216(NAD 83)
 OO0138_MARKER: DB = BENCH MARK DISK
 OO0138_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0138_SP_SET: MONUMENT
 OO0138_STAMPING: 5580 AV 1 1970
 OO0138_MARK LOGO: MNDT  
 OO0138_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0138+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 OO0138
 OO0138  HISTORY     - Date     Condition        Report By
 OO0138  HISTORY     - 1970     MONUMENTED       MNDT
 OO0138  HISTORY     - 19961016 GOOD             MNDT
 OO0138
 OO0138                          STATION DESCRIPTION
 OO0138
 OO0138'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0138'1.4 MI NE FROM MARION.
 OO0138'MARK IS LOCATED ABOUT 1.5 MILES WEST OF COUNTY ROAD 19, 0.3 MILES WEST
 OO0138'OF A TOWNSHIP ROAD (DEAD-END), 99 FEET NORTH OF FAI 90, WESTBOUND
 OO0138'CENTERLINE STATION 777+71, 5 FEET NORTHWEST OF A SMALL TREE, 3 FEET
 OO0138'WEST OF A T-FENCE NORTH, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN THE
 OO0138'TOP OF A 6-FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 OO0138'SW 1/4 SECTION 25, T 106N, R 13W.
 OO0138
 OO0138                          STATION RECOVERY (1996)
 OO0138
 OO0138'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0138'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0138'THE MARK IS 1.4 MI (2.3 KM) NE OF MARION, 1.55 MI (2.49 KM) EAST ALONG
 OO0138'FAI 90 FROM JCT OF TH 52 IN MARION, 1.5 MI (2.4 KM) WEST ALONG FAI 90
 OO0138'FROM JCT OF FAI 90 AND CO RD 19, AT FAI 90 MP 219.5, 0.3 MI (0.5 KM)
 OO0138'WEST OF TWP RD, 99 FT (30.2 M) NORTH OF WB FAI 90, AT FAI 90 STA
 OO0138'777+71, 1.4 FT (0.4 M) NORTH OF R/W FENCE, 0.6 FT (18.3 CM) SOUTH OF
 OO0138'WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0134 ***********************************************************************
 OO0134  DESIGNATION -  5580 AW
 OO0134  PID         -  OO0134
 OO0134  STATE/COUNTY-  MN/OLMSTED
 OO0134  USGS QUAD   -  MARION (1974)
 OO0134
 OO0134                         *CURRENT SURVEY CONTROL
 OO0134  ___________________________________________________________________
 OO0134* NAD 83(1986)-  43 57 22.     (N)    092 19 19.     (W)     SCALED    
 OO0134* NAVD 88     -       382.311  (meters)    1254.30   (feet)  ADJUSTED  
 OO0134  ___________________________________________________________________
 OO0134  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 OO0134  DYNAMIC HT  -         382.240 (meters)    1254.07  (feet)  COMP
 OO0134  MODELED GRAV-     980,421.0   (mgal)                       NAVD 88
 OO0134
 OO0134  VERT ORDER  -  SECOND    CLASS 0
 OO0134
 OO0134.The horizontal coordinates were scaled from a topographic map and have
 OO0134.an estimated accuracy of +/- 6 seconds.
 OO0134
 OO0134.The orthometric height was determined by differential leveling
 OO0134.and adjusted by the National Geodetic Survey in June 1991..
 OO0134
 OO0134.The geoid height was determined by GEOID03.
 OO0134
 OO0134.The dynamic height is computed by dividing the NAVD 88
 OO0134.geopotential number by the normal gravity value computed on the
 OO0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0134.degrees latitude (g = 980.6199 gals.).
 OO0134
 OO0134.The modeled gravity was interpolated from observed gravity values.
 OO0134
 OO0134;                    North         East    Units  Estimated Accuracy
 OO0134;SPC MN S     -   207,620.      934,680.      MT  (+/- 180 meters Scaled)
 OO0134
 OO0134                          SUPERSEDED SURVEY CONTROL
 OO0134
 OO0134  NGVD 29 (??/??/92)  382.297  (m)         1254.25   (f) ADJ UNCH    2 0
 OO0134
 OO0134.Superseded values are not recommended for survey control.
 OO0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0134.See file dsdata.txt to determine how the superseded data were derived.
 OO0134
 OO0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ544672(NAD 83)
 OO0134_MARKER: DD = SURVEY DISK
 OO0134_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0134_SP_SET: MONUMENT
 OO0134_STAMPING: 5580 AW - 1970
 OO0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0134
 OO0134  HISTORY     - Date     Condition        Report By
 OO0134  HISTORY     - 1970     MONUMENTED       MNDT
 OO0134
 OO0134                          STATION DESCRIPTION
 OO0134
 OO0134'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0134'1.6 MI NE FROM MARION.
 OO0134'MARK IS LOCATED ABOUT 1.2 MILES WEST OF COUNTY ROAD 19, 90 FEET WEST
 OO0134'OF THE CENTERLINE OF A TOWNSHIP ROAD (DEAD END), 99 FEET NORTH OF FAI
 OO0134'90 WEST BOUND CENTERLINE STATION 790+00, 1 FOOT SOUTH OF A STEEL
 OO0134'WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT, SET
 OO0134'FLUSH WITH THE GROUND.  SE 1/4 SECTION 25, T 106N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0133 ***********************************************************************
 OO0133  DESIGNATION -  5580 AX
 OO0133  PID         -  OO0133
 OO0133  STATE/COUNTY-  MN/OLMSTED
 OO0133  USGS QUAD   -  MARION (1974)
 OO0133
 OO0133                         *CURRENT SURVEY CONTROL
 OO0133  ___________________________________________________________________
 OO0133* NAD 83(1986)-  43 57 22.     (N)    092 19 05.     (W)     SCALED    
 OO0133* NAVD 88     -       384.924  (meters)    1262.87   (feet)  ADJUSTED  
 OO0133  ___________________________________________________________________
 OO0133  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO0133  DYNAMIC HT  -         384.852 (meters)    1262.64  (feet)  COMP
 OO0133  MODELED GRAV-     980,421.2   (mgal)                       NAVD 88
 OO0133
 OO0133  VERT ORDER  -  SECOND    CLASS 0
 OO0133
 OO0133.The horizontal coordinates were scaled from a topographic map and have
 OO0133.an estimated accuracy of +/- 6 seconds.
 OO0133
 OO0133.The orthometric height was determined by differential leveling
 OO0133.and adjusted by the National Geodetic Survey in June 1991..
 OO0133
 OO0133.The geoid height was determined by GEOID03.
 OO0133
 OO0133.The dynamic height is computed by dividing the NAVD 88
 OO0133.geopotential number by the normal gravity value computed on the
 OO0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0133.degrees latitude (g = 980.6199 gals.).
 OO0133
 OO0133.The modeled gravity was interpolated from observed gravity values.
 OO0133
 OO0133;                    North         East    Units  Estimated Accuracy
 OO0133;SPC MN S     -   207,620.      934,990.      MT  (+/- 180 meters Scaled)
 OO0133
 OO0133                          SUPERSEDED SURVEY CONTROL
 OO0133
 OO0133  NGVD 29 (??/??/92)  384.910  (m)         1262.83   (f) ADJ UNCH    2 0
 OO0133
 OO0133.Superseded values are not recommended for survey control.
 OO0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0133.See file dsdata.txt to determine how the superseded data were derived.
 OO0133
 OO0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ547672(NAD 83)
 OO0133_MARKER: DD = SURVEY DISK
 OO0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0133_SP_SET: MONUMENT
 OO0133_STAMPING: 5580 AX - 1970
 OO0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0133
 OO0133  HISTORY     - Date     Condition        Report By
 OO0133  HISTORY     - 1970     MONUMENTED       MNDT
 OO0133
 OO0133                          STATION DESCRIPTION
 OO0133
 OO0133'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0133'1.8 MI NE FROM MARION.
 OO0133'MARK IS LOCATED ABOUT 1.0 MILES WEST OF COUNTY ROAD 19, 99 FEET NORTH
 OO0133'OF FAI 90 WESTBOUND CENTERLINE STATION 805+00, 70 FEET EAST OF A
 OO0133'T-FENCE NORTH, 2 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE, 1 FOOT
 OO0133'SOUTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST
 OO0133'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  SW 1/4 SECTION
 OO0133'30, T 106N, R 12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0132 ***********************************************************************
 OO0132  DESIGNATION -  5580 AY
 OO0132  PID         -  OO0132
 OO0132  STATE/COUNTY-  MN/OLMSTED
 OO0132  USGS QUAD   -  MARION (1974)
 OO0132
 OO0132                         *CURRENT SURVEY CONTROL
 OO0132  ___________________________________________________________________
 OO0132* NAD 83(1996)-  43 57 18.94763(N)    092 18 45.66976(W)     ADJUSTED  
 OO0132* NAVD 88     -       383.105  (meters)    1256.90   (feet)  ADJUSTED  
 OO0132  ___________________________________________________________________
 OO0132  X           -    -185,590.924 (meters)                     COMP
 OO0132  Y           -  -4,595,436.179 (meters)                     COMP
 OO0132  Z           -   4,404,759.800 (meters)                     COMP
 OO0132  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 OO0132  ELLIP HEIGHT-         353.29  (meters)          (02/05/03) GPS OBS
 OO0132  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO0132  DYNAMIC HT  -         383.034 (meters)    1256.67  (feet)  COMP
 OO0132  MODELED GRAV-     980,421.5   (mgal)                       NAVD 88
 OO0132
 OO0132  HORZ ORDER  -  FIRST
 OO0132  VERT ORDER  -  SECOND    CLASS 0
 OO0132  ELLP ORDER  -  THIRD     CLASS II
 OO0132
 OO0132.The horizontal coordinates were established by GPS observations
 OO0132.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0132
 OO0132.The orthometric height was determined by differential leveling
 OO0132.and adjusted by the National Geodetic Survey in June 1991..
 OO0132
 OO0132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0132
 OO0132.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0132
 OO0132.The ellipsoidal height was determined by GPS observations
 OO0132.and is referenced to NAD 83.
 OO0132
 OO0132.The geoid height was determined by GEOID03.
 OO0132
 OO0132.The dynamic height is computed by dividing the NAVD 88
 OO0132.geopotential number by the normal gravity value computed on the
 OO0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0132.degrees latitude (g = 980.6199 gals.).
 OO0132
 OO0132.The modeled gravity was interpolated from observed gravity values.
 OO0132
 OO0132;                    North         East     Units Scale Factor Converg.
 OO0132;SPC MN S     -   207,539.131   935,420.614   MT  0.99996718   +1 10 57.7
 OO0132;UTM  15      - 4,867,133.634   555,146.224   MT  0.99963740   +0 28 37.5
 OO0132
 OO0132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0132!SPC MN S     -   0.99994461  x   0.99996718  =   0.99991179
 OO0132!UTM  15      -   0.99994461  x   0.99963740  =   0.99958203
 OO0132
 OO0132:                Primary Azimuth Mark                     Grid Az
 OO0132:SPC MN S     -  5580 AZ                                  089 18 44.0
 OO0132:UTM  15      -  5580 AZ                                  090 01 04.2
 OO0132
 OO0132|---------------------------------------------------------------------|
 OO0132| PID    Reference Object                     Distance      Geod. Az  |
 OO0132|                                                           dddmmss.s |
 OO0132| OO0131 5580 AZ                             457.585 METERS 0902941.7 |
 OO0132| OO0138 5580 AV 1                           APPROX. 1.3 KM 2740819.2 |
 OO0132|---------------------------------------------------------------------|
 OO0132
 OO0132                          SUPERSEDED SURVEY CONTROL
 OO0132
 OO0132  NAVD 88 (02/05/03)  383.11   (m)         1256.9    (f) LEVELING    3  
 OO0132  NGVD 29 (??/??/92)  383.091  (m)         1256.86   (f) ADJ UNCH    2 0
 OO0132
 OO0132.Superseded values are not recommended for survey control.
 OO0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0132.See file dsdata.txt to determine how the superseded data were derived.
 OO0132
 OO0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5514667134(NAD 83)
 OO0132_MARKER: DB = BENCH MARK DISK
 OO0132_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0132_SP_SET: MONUMENT
 OO0132_STAMPING: 5580 AY 1970
 OO0132_MARK LOGO: MNDT  
 OO0132_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0132+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 OO0132
 OO0132  HISTORY     - Date     Condition        Report By
 OO0132  HISTORY     - 1970     MONUMENTED       MNDT
 OO0132  HISTORY     - 19961016 GOOD             MNDT
 OO0132
 OO0132                          STATION DESCRIPTION
 OO0132
 OO0132'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0132'2.0 MI NE FROM MARION.
 OO0132'MARK IS LOCATED ABOUT 0.7 MILES WEST OF COUNTY ROAD 19, 183 FEET SOUTH
 OO0132'OF FAI 90 EAST BOUND CENTERLINE STATION 820+00, 2 FEET EAST OF A RIGHT
 OO0132'OF WAY MARKER, 1 FOOT NORTH OF A STEEL WITNESS POST, IN THE TOP OF A 6
 OO0132'FOOT PRE-CAST CONCRETE MONUMENT PROJECT 2 INCHES ABOVE GROUND. SW 1/4
 OO0132'SECTION 30, T 106N, R 12W.
 OO0132
 OO0132                          STATION RECOVERY (1996)
 OO0132
 OO0132'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0132'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0132'THE MARK IS 2 MI (3.2 KM) NE OF MARION, 2.5 MI (4.0 KM) EAST ALONG FAI
 OO0132'90 FROM JCT OF TH 52 IN MARION, 0.7 MI (1.1 KM) WEST ALONG FAI 90 FROM
 OO0132'JCT OF FAI 90 AND CO RD 19, AT FAI 90 MP 220.45, AT FAI 90 STA 820+00,
 OO0132'97.5 FT (29.7 M) SOUTH OF EB FAI 90, 1.3 FT (0.4 M) EAST OF R/W
 OO0132'MARKER, 0.4 FT (12.2 CM) SOUTH OF R/W FENCE, 0.6 FT (18.3 CM) NORTH OF
 OO0132'WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0131 ***********************************************************************
 OO0131  DESIGNATION -  5580 AZ
 OO0131  PID         -  OO0131
 OO0131  STATE/COUNTY-  MN/OLMSTED
 OO0131  USGS QUAD   -  MARION (1974)
 OO0131
 OO0131                         *CURRENT SURVEY CONTROL
 OO0131  ___________________________________________________________________
 OO0131* NAD 83(1996)-  43 57 18.81906(N)    092 18 25.14758(W)     ADJUSTED  
 OO0131* NAVD 88     -       382.689  (meters)    1255.54   (feet)  ADJUSTED  
 OO0131  ___________________________________________________________________
 OO0131  X           -    -185,133.802 (meters)                     COMP
 OO0131  Y           -  -4,595,457.079 (meters)                     COMP
 OO0131  Z           -   4,404,756.658 (meters)                     COMP
 OO0131  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 OO0131  ELLIP HEIGHT-         352.88  (meters)          (02/05/03) GPS OBS
 OO0131  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO0131  DYNAMIC HT  -         382.618 (meters)    1255.31  (feet)  COMP
 OO0131  MODELED GRAV-     980,421.7   (mgal)                       NAVD 88
 OO0131
 OO0131  HORZ ORDER  -  FIRST
 OO0131  VERT ORDER  -  SECOND    CLASS 0
 OO0131  ELLP ORDER  -  THIRD     CLASS II
 OO0131
 OO0131.The horizontal coordinates were established by GPS observations
 OO0131.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0131
 OO0131.The orthometric height was determined by differential leveling
 OO0131.and adjusted by the National Geodetic Survey in June 1991..
 OO0131
 OO0131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0131
 OO0131.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0131
 OO0131.The ellipsoidal height was determined by GPS observations
 OO0131.and is referenced to NAD 83.
 OO0131
 OO0131.The geoid height was determined by GEOID03.
 OO0131
 OO0131.The dynamic height is computed by dividing the NAVD 88
 OO0131.geopotential number by the normal gravity value computed on the
 OO0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0131.degrees latitude (g = 980.6199 gals.).
 OO0131
 OO0131.The modeled gravity was interpolated from observed gravity values.
 OO0131
 OO0131;                    North         East     Units Scale Factor Converg.
 OO0131;SPC MN S     -   207,544.624   935,878.151   MT  0.99996719   +1 11 12.1
 OO0131;UTM  15      - 4,867,133.491   555,603.643   MT  0.99963803   +0 28 51.7
 OO0131
 OO0131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0131!SPC MN S     -   0.99994467  x   0.99996719  =   0.99991186
 OO0131!UTM  15      -   0.99994467  x   0.99963803  =   0.99958272
 OO0131
 OO0131:                Primary Azimuth Mark                     Grid Az
 OO0131:SPC MN S     -  5580 AY                                  269 18 43.8
 OO0131:UTM  15      -  5580 AY                                  270 01 04.2
 OO0131
 OO0131|---------------------------------------------------------------------|
 OO0131| PID    Reference Object                     Distance      Geod. Az  |
 OO0131|                                                           dddmmss.s |
 OO0131| OO0132 5580 AY                             457.585 METERS 2702955.9 |
 OO0131|---------------------------------------------------------------------|
 OO0131
 OO0131                          SUPERSEDED SURVEY CONTROL
 OO0131
 OO0131  NGVD 29 (??/??/92)  382.675  (m)         1255.49   (f) ADJ UNCH    2 0
 OO0131
 OO0131.Superseded values are not recommended for survey control.
 OO0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0131.See file dsdata.txt to determine how the superseded data were derived.
 OO0131
 OO0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5560467133(NAD 83)
 OO0131_MARKER: DB = BENCH MARK DISK
 OO0131_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0131_SP_SET: MONUMENT
 OO0131_STAMPING: 5580 AZ 1970
 OO0131_MARK LOGO: MNDT  
 OO0131_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0131+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 OO0131
 OO0131  HISTORY     - Date     Condition        Report By
 OO0131  HISTORY     - 1970     MONUMENTED       MNDT
 OO0131  HISTORY     - 19961016 GOOD             MNDT
 OO0131
 OO0131                          STATION DESCRIPTION
 OO0131
 OO0131'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0131'2.2 MI NE FROM MARION.
 OO0131'MARK IS LOCATED ABOUT 0.4 MILES WEST OF COUNTY ROAD 19, 99 FEET SOUTH
 OO0131'OF FAI 90 EASTBOUND CENTERLINE STATION 835+00, 1 FOOT NORTH OF A STEEL
 OO0131'WITNESS POST IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET
 OO0131'FLUSH WITH THE GROUND.  SW 1/4 SECTION 30, T 106N, R 12W.
 OO0131
 OO0131                          STATION RECOVERY (1996)
 OO0131
 OO0131'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0131'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0131'THE MARK IS 2.2 MI (3.5 KM) NE OF MARION, 2.65 MI (4.26 KM) EAST ALONG
 OO0131'FAI 90 FROM JCT OF TH 52 AND FAI 90 IN MARION, 0.4 MI (0.6 KM) WEST ON
 OO0131'FAI 90 FROM JCT OF FAI 90 AND CO RD 19, AT FAI 90 MP 220.6, AT FAI 90
 OO0131'STA 835+00, 97.5 FT (29.7 M) SOUTH OF EB FAI 90, 0.8 FT (24.4 CM)
 OO0131'SOUTH OF R/W FENCE, 0.6 FT (18.3 CM) NORTH OF WIT POST, RECESSED 0.5
 OO0131'IN, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1624 ***********************************************************************
 OO1624  DESIGNATION -  5580 B RESET
 OO1624  PID         -  OO1624
 OO1624  STATE/COUNTY-  MN/OLMSTED
 OO1624  USGS QUAD   -  HIGH FOREST (1974)
 OO1624
 OO1624                         *CURRENT SURVEY CONTROL
 OO1624  ___________________________________________________________________
 OO1624* NAD 83(1986)-  43 50 30.     (N)    092 32 37.     (W)     SCALED    
 OO1624* NAVD 88     -       373.46   (meters)    1225.3    (feet)  RESET     
 OO1624  ___________________________________________________________________
 OO1624  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO1624
 OO1624  VERT ORDER  -  THIRD
 OO1624
 OO1624.The horizontal coordinates were scaled from a topographic map and have
 OO1624.an estimated accuracy of +/- 6 seconds.
 OO1624
 OO1624.The orthometric height was computed from unverified reset data.
 OO1624.No vertical observational check was made to the station.
 OO1624
 OO1624.The geoid height was determined by GEOID03.
 OO1624
 OO1624;                    North         East    Units  Estimated Accuracy
 OO1624;SPC MN S     -   194,560.      917,110.      MT  (+/- 180 meters Scaled)
 OO1624
 OO1624                          SUPERSEDED SURVEY CONTROL
 OO1624
 OO1624  NGVD 29 (04/14/03)  373.44   (m)         1225.2    (f) RESET       3  
 OO1624
 OO1624.Superseded values are not recommended for survey control.
 OO1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1624.See file dsdata.txt to determine how the superseded data were derived.
 OO1624
 OO1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ366543(NAD 83)
 OO1624_MARKER: DD = SURVEY DISK
 OO1624_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1624_SP_SET: BRIDGE ABUTMENT
 OO1624_STAMPING: 5580 B RESET 1984
 OO1624_MARK LOGO: MNDT  
 OO1624_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1624
 OO1624  HISTORY     - Date     Condition        Report By
 OO1624  HISTORY     - 1984     MONUMENTED       MNDT
 OO1624
 OO1624                          STATION DESCRIPTION
 OO1624
 OO1624'DESCRIBED BY MN DEPT OF TRANSP 1984
 OO1624'0.7 MI (1.1 KM) N OF THE OLMSTED - MOWER COUNTY LINE IN THE NW 1/4 OF
 OO1624'SEC 5, T104N, R14W IN THE TOP OF THE SE ABUTMENT OF THE EASTBOUND
 OO1624'INTERSTATE 90 BRIDGE OVER THE ROOT RIVER (NUMBER 9858).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0130 ***********************************************************************
 OO0130  DESIGNATION -  5580 BA
 OO0130  PID         -  OO0130
 OO0130  STATE/COUNTY-  MN/OLMSTED
 OO0130  USGS QUAD   -  MARION (1974)
 OO0130
 OO0130                         *CURRENT SURVEY CONTROL
 OO0130  ___________________________________________________________________
 OO0130* NAD 83(1986)-  43 57 19.     (N)    092 17 54.     (W)     SCALED    
 OO0130* NAVD 88     -       379.607  (meters)    1245.43   (feet)  ADJUSTED  
 OO0130  ___________________________________________________________________
 OO0130  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO0130  DYNAMIC HT  -         379.537 (meters)    1245.20  (feet)  COMP
 OO0130  MODELED GRAV-     980,422.1   (mgal)                       NAVD 88
 OO0130
 OO0130  VERT ORDER  -  SECOND    CLASS 0
 OO0130
 OO0130.The horizontal coordinates were scaled from a topographic map and have
 OO0130.an estimated accuracy of +/- 6 seconds.
 OO0130
 OO0130.The orthometric height was determined by differential leveling
 OO0130.and adjusted by the National Geodetic Survey in June 1991..
 OO0130
 OO0130.The geoid height was determined by GEOID03.
 OO0130
 OO0130.The dynamic height is computed by dividing the NAVD 88
 OO0130.geopotential number by the normal gravity value computed on the
 OO0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0130.degrees latitude (g = 980.6199 gals.).
 OO0130
 OO0130.The modeled gravity was interpolated from observed gravity values.
 OO0130
 OO0130;                    North         East    Units  Estimated Accuracy
 OO0130;SPC MN S     -   207,570.      936,570.      MT  (+/- 180 meters Scaled)
 OO0130
 OO0130                          SUPERSEDED SURVEY CONTROL
 OO0130
 OO0130  NGVD 29 (??/??/92)  379.594  (m)         1245.38   (f) ADJ UNCH    2 0
 OO0130
 OO0130.Superseded values are not recommended for survey control.
 OO0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0130.See file dsdata.txt to determine how the superseded data were derived.
 OO0130
 OO0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ562671(NAD 83)
 OO0130_MARKER: DB = BENCH MARK DISK
 OO0130_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0130_SP_SET: BRIDGE ABUTMENT
 OO0130_STAMPING: 5580 BA 1970
 OO0130_MARK LOGO: MNDT  
 OO0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0130
 OO0130  HISTORY     - Date     Condition        Report By
 OO0130  HISTORY     - 1970     MONUMENTED       MNDT
 OO0130  HISTORY     - 1979     GOOD             MNDT
 OO0130
 OO0130                          STATION DESCRIPTION
 OO0130
 OO0130'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0130'4.2 MI SW FROM EYOTA.
 OO0130'MARK IS LOCATED IN THE SOUTHEAST CORNER OF COUNTY ROAD 19, BRIDGE NO.
 OO0130'55814 OVER FAI 90.  SW 1/4 SECTION 29, T 106N, R 12W.
 OO0130
 OO0130                          STATION RECOVERY (1979)
 OO0130
 OO0130'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 OO0130'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 105
 OO0130'MINN AND IS LOCATED 3 MILES EAST ALONG TRUNK HIGHWAY 90 FROM ITS
 OO0130'JUNCTION WITH TRUNK HIGHWAY 52 WHICH IS ABOUT 0.7 MILE NORTHWEST OF
 OO0130'MARION.  THE MARK IS NEAR TRUNK HIGHWAY 90 MILE POINT 221.05 AND IN
 OO0130'SW 1/4 OF SECTION 29, T106N, R12W.  THE MARK IS EAST OF AND ABOUT
 OO0130'LEVEL WITH THE CENTERLINE OF COUNTY ROAD 19 IN THE ABUTMENT IN THE
 OO0130'SOUTHEAST CORNER OF BRIDGE NUMBER 55814 CARRYING COUNTY ROAD 19 OVER
 OO0130'HIGHWAY 90.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED
 OO0130'---5580 BA 1970---, IS CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0129 ***********************************************************************
 OO0129  DESIGNATION -  5580 BB
 OO0129  PID         -  OO0129
 OO0129  STATE/COUNTY-  MN/OLMSTED
 OO0129  USGS QUAD   -  MARION (1974)
 OO0129
 OO0129                         *CURRENT SURVEY CONTROL
 OO0129  ___________________________________________________________________
 OO0129* NAD 83(1986)-  43 57 21.     (N)    092 17 34.     (W)     SCALED    
 OO0129* NAVD 88     -       379.512  (meters)    1245.12   (feet)  ADJUSTED  
 OO0129  ___________________________________________________________________
 OO0129  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO0129  DYNAMIC HT  -         379.441 (meters)    1244.88  (feet)  COMP
 OO0129  MODELED GRAV-     980,422.3   (mgal)                       NAVD 88
 OO0129
 OO0129  VERT ORDER  -  SECOND    CLASS 0
 OO0129
 OO0129.The horizontal coordinates were scaled from a topographic map and have
 OO0129.an estimated accuracy of +/- 6 seconds.
 OO0129
 OO0129.The orthometric height was determined by differential leveling
 OO0129.and adjusted by the National Geodetic Survey in June 1991..
 OO0129
 OO0129.The geoid height was determined by GEOID03.
 OO0129
 OO0129.The dynamic height is computed by dividing the NAVD 88
 OO0129.geopotential number by the normal gravity value computed on the
 OO0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0129.degrees latitude (g = 980.6199 gals.).
 OO0129
 OO0129.The modeled gravity was interpolated from observed gravity values.
 OO0129
 OO0129;                    North         East    Units  Estimated Accuracy
 OO0129;SPC MN S     -   207,640.      937,020.      MT  (+/- 180 meters Scaled)
 OO0129
 OO0129                          SUPERSEDED SURVEY CONTROL
 OO0129
 OO0129  NGVD 29 (??/??/92)  379.498  (m)         1245.07   (f) ADJ UNCH    2 0
 OO0129
 OO0129.Superseded values are not recommended for survey control.
 OO0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0129.See file dsdata.txt to determine how the superseded data were derived.
 OO0129
 OO0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ567672(NAD 83)
 OO0129_MARKER: DD = SURVEY DISK
 OO0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0129_SP_SET: MONUMENT
 OO0129_STAMPING: 5580-BB 1970
 OO0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0129
 OO0129  HISTORY     - Date     Condition        Report By
 OO0129  HISTORY     - 1970     MONUMENTED       MNDT
 OO0129
 OO0129                          STATION DESCRIPTION
 OO0129
 OO0129'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0129'4.0 MI SW FROM EYOTA.
 OO0129'MARK IS LOCATED ABOUT 0.3 MILES EAST OF COUNTY ROAD 19, 99 FEET NORTH
 OO0129'OF FAI 90 WESTBOUND CENTERLINE STATION 869+00, 13 FEET EAST OF A CHOKE
 OO0129'CHERRY TREE, 7 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 2 FEET EAST
 OO0129'OF A RIGHT-OF-WAY MARKER, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN THE
 OO0129'TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES
 OO0129'ABOVE GROUND.  NW 1/4 SECTION 29, T 106N, R 12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0128 ***********************************************************************
 OO0128  DESIGNATION -  5580 BC
 OO0128  PID         -  OO0128
 OO0128  STATE/COUNTY-  MN/OLMSTED
 OO0128  USGS QUAD   -  MARION (1974)
 OO0128
 OO0128                         *CURRENT SURVEY CONTROL
 OO0128  ___________________________________________________________________
 OO0128* NAD 83(1996)-  43 57 18.45399(N)    092 17 04.71717(W)     ADJUSTED  
 OO0128* NAVD 88     -       388.155  (meters)    1273.47   (feet)  ADJUSTED  
 OO0128  ___________________________________________________________________
 OO0128  X           -    -183,342.316 (meters)                     COMP
 OO0128  Y           -  -4,595,540.677 (meters)                     COMP
 OO0128  Z           -   4,404,752.350 (meters)                     COMP
 OO0128  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 OO0128  ELLIP HEIGHT-         358.36  (meters)          (02/05/03) GPS OBS
 OO0128  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 OO0128  DYNAMIC HT  -         388.083 (meters)    1273.24  (feet)  COMP
 OO0128  MODELED GRAV-     980,422.5   (mgal)                       NAVD 88
 OO0128
 OO0128  HORZ ORDER  -  FIRST
 OO0128  VERT ORDER  -  SECOND    CLASS 0
 OO0128  ELLP ORDER  -  THIRD     CLASS II
 OO0128
 OO0128.The horizontal coordinates were established by GPS observations
 OO0128.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0128
 OO0128.The orthometric height was determined by differential leveling
 OO0128.and adjusted by the National Geodetic Survey in June 1991..
 OO0128
 OO0128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0128
 OO0128.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0128
 OO0128.The ellipsoidal height was determined by GPS observations
 OO0128.and is referenced to NAD 83.
 OO0128
 OO0128.The geoid height was determined by GEOID03.
 OO0128
 OO0128.The dynamic height is computed by dividing the NAVD 88
 OO0128.geopotential number by the normal gravity value computed on the
 OO0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0128.degrees latitude (g = 980.6199 gals.).
 OO0128
 OO0128.The modeled gravity was interpolated from observed gravity values.
 OO0128
 OO0128;                    North         East     Units Scale Factor Converg.
 OO0128;SPC MN S     -   207,570.742   937,671.235   MT  0.99996721   +1 12 08.4
 OO0128;UTM  15      - 4,867,137.521   557,396.325   MT  0.99964052   +0 29 47.5
 OO0128
 OO0128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0128!SPC MN S     -   0.99994381  x   0.99996721  =   0.99991102
 OO0128!UTM  15      -   0.99994381  x   0.99964052  =   0.99958435
 OO0128
 OO0128:                Primary Azimuth Mark                     Grid Az
 OO0128:SPC MN S     -  5580 BE                                  089 05 30.5
 OO0128:UTM  15      -  5580 BE                                  089 47 51.4
 OO0128
 OO0128|---------------------------------------------------------------------|
 OO0128| PID    Reference Object                     Distance      Geod. Az  |
 OO0128|                                                           dddmmss.s |
 OO0128| OO0126 5580 BE                             APPROX. 0.9 KM 0901738.9 |
 OO0128|---------------------------------------------------------------------|
 OO0128
 OO0128                          SUPERSEDED SURVEY CONTROL
 OO0128
 OO0128  NAVD 88 (02/05/03)  388.15   (m)         1273.5    (f) LEVELING    3  
 OO0128  NGVD 29 (??/??/92)  388.141  (m)         1273.43   (f) ADJ UNCH    2 0
 OO0128
 OO0128.Superseded values are not recommended for survey control.
 OO0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0128.See file dsdata.txt to determine how the superseded data were derived.
 OO0128
 OO0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5739667138(NAD 83)
 OO0128_MARKER: DB = BENCH MARK DISK
 OO0128_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0128_SP_SET: MONUMENT
 OO0128_STAMPING: 5580 BC 1970
 OO0128_MARK LOGO: MNDT  
 OO0128_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0128+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 OO0128
 OO0128  HISTORY     - Date     Condition        Report By
 OO0128  HISTORY     - 1970     MONUMENTED       MNDT
 OO0128  HISTORY     - 19961016 GOOD             MNDT
 OO0128
 OO0128                          STATION DESCRIPTION
 OO0128
 OO0128'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0128'3.7 MI SW FROM EYOTA.
 OO0128'MARK IS LOCATED ABOUT 0.7 MILES EAST OF COUNTY ROAD 19, 0.3 MILES WEST
 OO0128'OF A TOWNSHIP ROAD (DEAD-END) OPPOSITE A FAI 90 WESTBOUND REST AREA,
 OO0128'99 FEET SOUTH OF FAI 90 EAST BOUND CENTERLINE STATION 893+90, 3 FEET
 OO0128'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A STEEL WITNESS
 OO0128'POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 3
 OO0128'INCHES ABOVE GROUND.  SE 1/4 SECTION 29, T 106N, R 12W.
 OO0128
 OO0128                          STATION RECOVERY (1996)
 OO0128
 OO0128'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0128'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0128'THE MARK IS 3.7 MI (6.0 KM) SW OF EYOTA, 2.3 MI (3.7 KM) WEST ALONG
 OO0128'FAI 90 FROM JCT CO RD 7 (2 MI SOUTH OF EYOTA) , 0.7 MI (1.1 KM) EAST
 OO0128'ALONG FAI 90 FROM JCT OF FAI 90 AND CO RD 19, 0.3 MI (0.5 KM) WEST OF
 OO0128'TWP RD, OPPOSITE REST AREA, 97 FT (29.6 M) SOUTH OF EB FAI 90, AT FAI
 OO0128'MP 221.75, 0.2 FT (6.1 CM) NORTH OF FENCE, 3 FT (0.9 M) SOUTH OF WIT
 OO0128'POST, 0.6 FT (18.3 CM) NORTH OF WIT POST, FLUSH, MAGNETIC AND SUITABLE
 OO0128'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0127 ***********************************************************************
 OO0127  DESIGNATION -  5580 BD
 OO0127  PID         -  OO0127
 OO0127  STATE/COUNTY-  MN/OLMSTED
 OO0127  USGS QUAD   -  MARION (1974)
 OO0127
 OO0127                         *CURRENT SURVEY CONTROL
 OO0127  ___________________________________________________________________
 OO0127* NAD 83(1986)-  43 57 21.     (N)    092 16 44.     (W)     SCALED    
 OO0127* NAVD 88     -       392.186  (meters)    1286.70   (feet)  ADJUSTED  
 OO0127  ___________________________________________________________________
 OO0127  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 OO0127  DYNAMIC HT  -         392.114 (meters)    1286.46  (feet)  COMP
 OO0127  MODELED GRAV-     980,422.7   (mgal)                       NAVD 88
 OO0127
 OO0127  VERT ORDER  -  SECOND    CLASS 0
 OO0127
 OO0127.The horizontal coordinates were scaled from a topographic map and have
 OO0127.an estimated accuracy of +/- 6 seconds.
 OO0127
 OO0127.The orthometric height was determined by differential leveling
 OO0127.and adjusted by the National Geodetic Survey in June 1991..
 OO0127
 OO0127.The geoid height was determined by GEOID03.
 OO0127
 OO0127.The dynamic height is computed by dividing the NAVD 88
 OO0127.geopotential number by the normal gravity value computed on the
 OO0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0127.degrees latitude (g = 980.6199 gals.).
 OO0127
 OO0127.The modeled gravity was interpolated from observed gravity values.
 OO0127
 OO0127;                    North         East    Units  Estimated Accuracy
 OO0127;SPC MN S     -   207,660.      938,130.      MT  (+/- 180 meters Scaled)
 OO0127
 OO0127                          SUPERSEDED SURVEY CONTROL
 OO0127
 OO0127  NGVD 29 (??/??/92)  392.172  (m)         1286.65   (f) ADJ UNCH    2 0
 OO0127
 OO0127.Superseded values are not recommended for survey control.
 OO0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0127.See file dsdata.txt to determine how the superseded data were derived.
 OO0127
 OO0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ578672(NAD 83)
 OO0127_MARKER: DD = SURVEY DISK
 OO0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0127_SP_SET: MONUMENT
 OO0127_STAMPING: 5580-BD 1970
 OO0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0127
 OO0127  HISTORY     - Date     Condition        Report By
 OO0127  HISTORY     - 1970     MONUMENTED       MNDT
 OO0127
 OO0127                          STATION DESCRIPTION
 OO0127
 OO0127'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0127'3.4 MI SW FROM EYOTA.
 OO0127'MARK IS LOCATED ABOUT 1.0 MILE EAST OF COUNTY ROAD 19, 99 FEET NORTH
 OO0127'OF FAI 90 WESTBOUND CENTERLINE STATION 908+00, 75 FEET WEST OF A
 OO0127'TOWNSHIP ROAD (DEAD-END) 13 FEET SOUTH OF A FENCE, 1 FOOT SOUTH OF A
 OO0127'STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT
 OO0127'PROJECTING 2 INCHES ABOVE GROUND.  SE 1/4 SECTION 29, T 106N, R 12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0126 ***********************************************************************
 OO0126  DESIGNATION -  5580 BE
 OO0126  PID         -  OO0126
 OO0126  STATE/COUNTY-  MN/OLMSTED
 OO0126  USGS QUAD   -  MARION (1974)
 OO0126
 OO0126                         *CURRENT SURVEY CONTROL
 OO0126  ___________________________________________________________________
 OO0126* NAD 83(1996)-  43 57 18.30935(N)    092 16 26.20207(W)     ADJUSTED  
 OO0126* NAVD 88     -       395.790  (meters)    1298.52   (feet)  ADJUSTED  
 OO0126  ___________________________________________________________________
 OO0126  X           -    -182,484.545 (meters)                     COMP
 OO0126  Y           -  -4,595,583.424 (meters)                     COMP
 OO0126  Z           -   4,404,754.439 (meters)                     COMP
 OO0126  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 OO0126  ELLIP HEIGHT-         366.00  (meters)          (02/05/03) GPS OBS
 OO0126  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 OO0126  DYNAMIC HT  -         395.717 (meters)    1298.28  (feet)  COMP
 OO0126  MODELED GRAV-     980,422.7   (mgal)                       NAVD 88
 OO0126
 OO0126  HORZ ORDER  -  FIRST
 OO0126  VERT ORDER  -  SECOND    CLASS 0
 OO0126  ELLP ORDER  -  THIRD     CLASS II
 OO0126
 OO0126.The horizontal coordinates were established by GPS observations
 OO0126.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0126
 OO0126.The orthometric height was determined by differential leveling
 OO0126.and adjusted by the National Geodetic Survey in June 1991..
 OO0126
 OO0126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0126
 OO0126.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0126
 OO0126.The ellipsoidal height was determined by GPS observations
 OO0126.and is referenced to NAD 83.
 OO0126
 OO0126.The geoid height was determined by GEOID03.
 OO0126
 OO0126.The dynamic height is computed by dividing the NAVD 88
 OO0126.geopotential number by the normal gravity value computed on the
 OO0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0126.degrees latitude (g = 980.6199 gals.).
 OO0126
 OO0126.The modeled gravity was interpolated from observed gravity values.
 OO0126
 OO0126;                    North         East     Units Scale Factor Converg.
 OO0126;SPC MN S     -   207,584.354   938,529.854   MT  0.99996721   +1 12 35.4
 OO0126;UTM  15      - 4,867,140.553   558,254.767   MT  0.99964174   +0 30 14.3
 OO0126
 OO0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0126!SPC MN S     -   0.99994261  x   0.99996721  =   0.99990982
 OO0126!UTM  15      -   0.99994261  x   0.99964174  =   0.99958437
 OO0126
 OO0126:                Primary Azimuth Mark                     Grid Az
 OO0126:SPC MN S     -  5580 BC                                  269 05 30.2
 OO0126:UTM  15      -  5580 BC                                  269 47 51.3
 OO0126
 OO0126|---------------------------------------------------------------------|
 OO0126| PID    Reference Object                     Distance      Geod. Az  |
 OO0126|                                                           dddmmss.s |
 OO0126| OO0128 5580 BC                             APPROX. 0.9 KM 2701805.6 |
 OO0126|---------------------------------------------------------------------|
 OO0126
 OO0126                          SUPERSEDED SURVEY CONTROL
 OO0126
 OO0126  NGVD 29 (??/??/92)  395.775  (m)         1298.47   (f) ADJ UNCH    2 0
 OO0126
 OO0126.Superseded values are not recommended for survey control.
 OO0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0126.See file dsdata.txt to determine how the superseded data were derived.
 OO0126
 OO0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5825567141(NAD 83)
 OO0126_MARKER: DB = BENCH MARK DISK
 OO0126_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0126_SP_SET: MONUMENT
 OO0126_STAMPING: 5580 BE 1970
 OO0126_MARK LOGO: MNDT  
 OO0126_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0126+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 OO0126
 OO0126  HISTORY     - Date     Condition        Report By
 OO0126  HISTORY     - 1970     MONUMENTED       MNDT
 OO0126  HISTORY     - 19961016 GOOD             MNDT
 OO0126
 OO0126                          STATION DESCRIPTION
 OO0126
 OO0126'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0126'3.2 MI SW FROM EYOTA.
 OO0126'MARK IS LOCATED ABOUT 1.2 MILES EAST OF COUNTY ROAD 19, 0.2 MILES EAST
 OO0126'OF A TOWNSHIP ROAD (DEAD-END), 300 FEET SOUTHEAST OF AN EMERGENCY
 OO0126'CROSS-OVER, 99 FEET SOUTH OF FAI 90 EASTBOUND CENTERLINE STATION
 OO0126'922+00, 1 FOOT NORTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT
 OO0126'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION
 OO0126'28, T 106N, R 12W.
 OO0126
 OO0126                          STATION RECOVERY (1996)
 OO0126
 OO0126'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0126'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0126'THE MARK IS 3.2 MI (5.1 KM) SW OF EYOTA, 1.2 MI (1.9 KM) EAST ALONG
 OO0126'FAI 90 FROM JCT OF FAI 90 AND CO RD 19, 1.75 MI (2.82 KM) WEST ALONG
 OO0126'FAI 90 FROM JCT OF CO RD 7, AT FAI 90 MP 222.3, 0.2 MI (0.3 KM) EAST
 OO0126'OF DEAD END RD, 300 FT (91.4 M) SOUTH OF CROSSOVER, 97 FT (29.6 M)
 OO0126'SOUTH OF EB FAI 90, 2.5 FT (0.8 M) ENE OF R/W POST, 0.8 FT (24.4 CM)
 OO0126'NORTH OF R/W FENCE, 0.4 FT (12.2 CM) NORTH OF WIT POST, FLUSH,
 OO0126'MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0125 ***********************************************************************
 OO0125  DESIGNATION -  5580 BF
 OO0125  PID         -  OO0125
 OO0125  STATE/COUNTY-  MN/OLMSTED
 OO0125  USGS QUAD   -  MARION (1974)
 OO0125
 OO0125                         *CURRENT SURVEY CONTROL
 OO0125  ___________________________________________________________________
 OO0125* NAD 83(1986)-  43 57 20.     (N)    092 16 09.     (W)     SCALED    
 OO0125* NAVD 88     -       396.934  (meters)    1302.27   (feet)  ADJUSTED  
 OO0125  ___________________________________________________________________
 OO0125  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 OO0125  DYNAMIC HT  -         396.861 (meters)    1302.03  (feet)  COMP
 OO0125  MODELED GRAV-     980,422.8   (mgal)                       NAVD 88
 OO0125
 OO0125  VERT ORDER  -  SECOND    CLASS 0
 OO0125
 OO0125.The horizontal coordinates were scaled from a topographic map and have
 OO0125.an estimated accuracy of +/- 6 seconds.
 OO0125
 OO0125.The orthometric height was determined by differential leveling
 OO0125.and adjusted by the National Geodetic Survey in June 1991..
 OO0125
 OO0125.The geoid height was determined by GEOID03.
 OO0125
 OO0125.The dynamic height is computed by dividing the NAVD 88
 OO0125.geopotential number by the normal gravity value computed on the
 OO0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0125.degrees latitude (g = 980.6199 gals.).
 OO0125
 OO0125.The modeled gravity was interpolated from observed gravity values.
 OO0125
 OO0125;                    North         East    Units  Estimated Accuracy
 OO0125;SPC MN S     -   207,650.      938,910.      MT  (+/- 180 meters Scaled)
 OO0125
 OO0125                          SUPERSEDED SURVEY CONTROL
 OO0125
 OO0125  NGVD 29 (??/??/92)  396.919  (m)         1302.23   (f) ADJ UNCH    2 0
 OO0125
 OO0125.Superseded values are not recommended for survey control.
 OO0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0125.See file dsdata.txt to determine how the superseded data were derived.
 OO0125
 OO0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ586671(NAD 83)
 OO0125_MARKER: DD = SURVEY DISK
 OO0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0125_SP_SET: MONUMENT
 OO0125_STAMPING: 5580-BF 1970
 OO0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0125
 OO0125  HISTORY     - Date     Condition        Report By
 OO0125  HISTORY     - 1970     MONUMENTED       MNDT
 OO0125
 OO0125                          STATION DESCRIPTION
 OO0125
 OO0125'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0125'3.0 MI SW FROM EYOTA.
 OO0125'MARK IS LOCATED ABOUT 1.5 MILES WEST OF COUNTY ROAD 7, 0.5 MILES WEST
 OO0125'OF A TOWNSHIP ROAD (DEAD-END), 110 FEET WEST OF A FENCE CORNER, 99
 OO0125'FEET NORTH OF FAI 90 WESTBOUND STATION 934+00, 10 FEET SOUTH OF THE
 OO0125'NORTH RIGHT-OF-WAY FENCE, 3 FEET EAST OF A RIGHT-OF-WAY MARKER, 1 FOOT
 OO0125'SOUTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST
 OO0125'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  SW 1/4 SECTION
 OO0125'28, T 106N, R 12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0124 ***********************************************************************
 OO0124  DESIGNATION -  5580 BG
 OO0124  PID         -  OO0124
 OO0124  STATE/COUNTY-  MN/OLMSTED
 OO0124  USGS QUAD   -  MARION (1974)
 OO0124
 OO0124                         *CURRENT SURVEY CONTROL
 OO0124  ___________________________________________________________________
 OO0124* NAD 83(1996)-  43 57 20.94243(N)    092 15 50.69667(W)     ADJUSTED  
 OO0124* NAVD 88     -       397.250  (meters)    1303.31   (feet)  ADJUSTED  
 OO0124  ___________________________________________________________________
 OO0124  X           -    -181,691.294 (meters)                     COMP
 OO0124  Y           -  -4,595,559.443 (meters)                     COMP
 OO0124  Z           -   4,404,813.952 (meters)                     COMP
 OO0124  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 OO0124  ELLIP HEIGHT-         367.45  (meters)          (02/05/03) GPS OBS
 OO0124  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 OO0124  DYNAMIC HT  -         397.177 (meters)    1303.07  (feet)  COMP
 OO0124  MODELED GRAV-     980,422.9   (mgal)                       NAVD 88
 OO0124
 OO0124  HORZ ORDER  -  FIRST
 OO0124  VERT ORDER  -  SECOND    CLASS 0
 OO0124  ELLP ORDER  -  THIRD     CLASS II
 OO0124
 OO0124.The horizontal coordinates were established by GPS observations
 OO0124.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0124
 OO0124.The orthometric height was determined by differential leveling
 OO0124.and adjusted by the National Geodetic Survey in June 1991..
 OO0124
 OO0124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0124
 OO0124.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0124
 OO0124.The ellipsoidal height was determined by GPS observations
 OO0124.and is referenced to NAD 83.
 OO0124
 OO0124.The geoid height was determined by GEOID03.
 OO0124
 OO0124.The dynamic height is computed by dividing the NAVD 88
 OO0124.geopotential number by the normal gravity value computed on the
 OO0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0124.degrees latitude (g = 980.6199 gals.).
 OO0124
 OO0124.The modeled gravity was interpolated from observed gravity values.
 OO0124
 OO0124;                    North         East     Units Scale Factor Converg.
 OO0124;SPC MN S     -   207,682.363   939,319.564   MT  0.99996709   +1 13 00.3
 OO0124;UTM  15      - 4,867,228.797   559,045.367   MT  0.99964288   +0 30 38.9
 OO0124
 OO0124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0124!SPC MN S     -   0.99994238  x   0.99996709  =   0.99990948
 OO0124!UTM  15      -   0.99994238  x   0.99964288  =   0.99958529
 OO0124
 OO0124:                Primary Azimuth Mark                     Grid Az
 OO0124:SPC MN S     -  5580 BK                                  088 36 09.7
 OO0124:UTM  15      -  5580 BK                                  089 18 31.1
 OO0124
 OO0124|---------------------------------------------------------------------|
 OO0124| PID    Reference Object                     Distance      Geod. Az  |
 OO0124|                                                           dddmmss.s |
 OO0124| OO0118 5580 BK                             APPROX. 1.3 KM 0894910.0 |
 OO0124| OO0126 5580 BE                             APPROX. 0.8 KM 2640831.4 |
 OO0124|---------------------------------------------------------------------|
 OO0124
 OO0124                          SUPERSEDED SURVEY CONTROL
 OO0124
 OO0124  NAVD 88 (02/05/03)  397.25   (m)         1303.3    (f) LEVELING    3  
 OO0124  NGVD 29 (??/??/92)  397.235  (m)         1303.26   (f) ADJ UNCH    2 0
 OO0124
 OO0124.Superseded values are not recommended for survey control.
 OO0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0124.See file dsdata.txt to determine how the superseded data were derived.
 OO0124
 OO0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5904567229(NAD 83)
 OO0124_MARKER: DB = BENCH MARK DISK
 OO0124_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0124_SP_SET: MONUMENT
 OO0124_STAMPING: 5580 BG 1970
 OO0124_MARK LOGO: MNDT  
 OO0124_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0124+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 OO0124
 OO0124  HISTORY     - Date     Condition        Report By
 OO0124  HISTORY     - 1970     MONUMENTED       MNDT
 OO0124  HISTORY     - 19961016 GOOD             MNDT
 OO0124
 OO0124                          STATION DESCRIPTION
 OO0124
 OO0124'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0124'2.9 MI SW FROM EYOTA.
 OO0124'MARK IS LOCATED ABOUT 1.25 MILES WEST OF COUNTY ROAD 7, 1200 FEET WEST
 OO0124'OF A TOWNSHIP ROAD (DEAD-END), 750 FEET WEST OF THE WEST EDGE OF A
 OO0124'WOODED AREA, 99 FEET NORTH OF FAI 90 WESTBOUND CENTERLINE STATION
 OO0124'948+00, 10 FEET SOUTH OF A FENCE LINE, 3 FEET SOUTHEAST OF A
 OO0124'RIGHT-OF-WAY MARKER, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN THE TOP
 OO0124'OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE
 OO0124'1/4 SECTION 28, T 106N, R 12W.
 OO0124
 OO0124                          STATION RECOVERY (1996)
 OO0124
 OO0124'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0124'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0124'THE MARK IS2.9 MI SW OF EYOTA, 1.25 MI (2.01 KM) WEST ALONG FAI 90
 OO0124'FROM JCT OF FAI 90 AND CO RD 7 (2 MI SOUTH OF EYOTA) , AT FAI 90 MP
 OO0124'222.8, 1200 FT (365.8 M) WEST OF DEAD END RD, 750 FT (228.6 M) WEST OF
 OO0124'WOODED AREA, 98.5 FT (30.0 M) NORTH OF WB FAI 90, AT FAI 90 STA
 OO0124'948+00, 2.1 FT (0.6 M) WSW OF R/W POST, 0.6 FT (18.3 CM) NORTH OF R/W
 OO0124'FENCE, 0.3 FT (9.1 CM) SOUTH OF WIT POST, FLUSH, MAGNETIC AND SUITABLE
 OO0124'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0120 ***********************************************************************
 OO0120  DESIGNATION -  5580 BH
 OO0120  PID         -  OO0120
 OO0120  STATE/COUNTY-  MN/OLMSTED
 OO0120  USGS QUAD   -  MARION (1974)
 OO0120
 OO0120                         *CURRENT SURVEY CONTROL
 OO0120  ___________________________________________________________________
 OO0120* NAD 83(1986)-  43 57 21.     (N)    092 15 34.     (W)     SCALED    
 OO0120* NAVD 88     -       396.898  (meters)    1302.16   (feet)  ADJUSTED  
 OO0120  ___________________________________________________________________
 OO0120  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 OO0120  DYNAMIC HT  -         396.825 (meters)    1301.92  (feet)  COMP
 OO0120  MODELED GRAV-     980,423.0   (mgal)                       NAVD 88
 OO0120
 OO0120  VERT ORDER  -  SECOND    CLASS 0
 OO0120
 OO0120.The horizontal coordinates were scaled from a topographic map and have
 OO0120.an estimated accuracy of +/- 6 seconds.
 OO0120
 OO0120.The orthometric height was determined by differential leveling
 OO0120.and adjusted by the National Geodetic Survey in June 1991..
 OO0120
 OO0120.The geoid height was determined by GEOID03.
 OO0120
 OO0120.The dynamic height is computed by dividing the NAVD 88
 OO0120.geopotential number by the normal gravity value computed on the
 OO0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0120.degrees latitude (g = 980.6199 gals.).
 OO0120
 OO0120.The modeled gravity was interpolated from observed gravity values.
 OO0120
 OO0120;                    North         East    Units  Estimated Accuracy
 OO0120;SPC MN S     -   207,690.      939,690.      MT  (+/- 180 meters Scaled)
 OO0120
 OO0120                          SUPERSEDED SURVEY CONTROL
 OO0120
 OO0120  NGVD 29 (??/??/92)  396.884  (m)         1302.11   (f) ADJ UNCH    2 0
 OO0120
 OO0120.Superseded values are not recommended for survey control.
 OO0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0120.See file dsdata.txt to determine how the superseded data were derived.
 OO0120
 OO0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ594672(NAD 83)
 OO0120_MARKER: DD = SURVEY DISK
 OO0120_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0120_SP_SET: MONUMENT
 OO0120_STAMPING: 5580-BH 1970
 OO0120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0120
 OO0120  HISTORY     - Date     Condition        Report By
 OO0120  HISTORY     - 1970     MONUMENTED       MNDT
 OO0120
 OO0120                          STATION DESCRIPTION
 OO0120
 OO0120'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0120'2.6 MI SW FROM EYOTA.
 OO0120'MARK IS LOCATED ABOUT 1.0 MILES WEST OF COUNTY ROAD 7, 70 FEET EAST OF
 OO0120'A TOWNSHIP ROAD (DEAD-END) 99 FEET NORTH OF FAI 90 WESTBOUND
 OO0120'CENTERLINE STATION 962+00, 8 FEET EAST OF A REFERENCE POINT MARKER, 5
 OO0120'FEET SOUTH OF A FENCE, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN THE
 OO0120'TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 OO0120'SW 1/4 SECTION 27, T 106N, R 12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0119 ***********************************************************************
 OO0119  DESIGNATION -  5580 BJ
 OO0119  PID         -  OO0119
 OO0119  STATE/COUNTY-  MN/OLMSTED
 OO0119  USGS QUAD   -  MARION (1974)
 OO0119
 OO0119                         *CURRENT SURVEY CONTROL
 OO0119  ___________________________________________________________________
 OO0119* NAD 83(1986)-  43 57 18.     (N)    092 15 11.     (W)     SCALED    
 OO0119* NAVD 88     -       396.595  (meters)    1301.16   (feet)  ADJUSTED  
 OO0119  ___________________________________________________________________
 OO0119  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 OO0119  DYNAMIC HT  -         396.522 (meters)    1300.92  (feet)  COMP
 OO0119  MODELED GRAV-     980,423.0   (mgal)                       NAVD 88
 OO0119
 OO0119  VERT ORDER  -  SECOND    CLASS 0
 OO0119
 OO0119.The horizontal coordinates were scaled from a topographic map and have
 OO0119.an estimated accuracy of +/- 6 seconds.
 OO0119
 OO0119.The orthometric height was determined by differential leveling
 OO0119.and adjusted by the National Geodetic Survey in June 1991..
 OO0119
 OO0119.The geoid height was determined by GEOID03.
 OO0119
 OO0119.The dynamic height is computed by dividing the NAVD 88
 OO0119.geopotential number by the normal gravity value computed on the
 OO0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0119.degrees latitude (g = 980.6199 gals.).
 OO0119
 OO0119.The modeled gravity was interpolated from observed gravity values.
 OO0119
 OO0119;                    North         East    Units  Estimated Accuracy
 OO0119;SPC MN S     -   207,610.      940,210.      MT  (+/- 180 meters Scaled)
 OO0119
 OO0119                          SUPERSEDED SURVEY CONTROL
 OO0119
 OO0119  NGVD 29 (??/??/92)  396.581  (m)         1301.12   (f) ADJ UNCH    2 0
 OO0119
 OO0119.Superseded values are not recommended for survey control.
 OO0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0119.See file dsdata.txt to determine how the superseded data were derived.
 OO0119
 OO0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ599671(NAD 83)
 OO0119_MARKER: DD = SURVEY DISK
 OO0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0119_SP_SET: MONUMENT
 OO0119_STAMPING: 5580-BJ 1970
 OO0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0119
 OO0119  HISTORY     - Date     Condition        Report By
 OO0119  HISTORY     - 1970     MONUMENTED       MNDT
 OO0119  HISTORY     - 1974     MARK NOT FOUND   USGS
 OO0119
 OO0119                          STATION DESCRIPTION
 OO0119
 OO0119'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0119'2.5 MI SW FROM EYOTA.
 OO0119'MARK IS LOCATED ABOUT 0.75 MILES WEST OF COUNTY ROAD 7, 0.3 MILES EAST
 OO0119'OF A TOWNSHIP ROAD (DEAD-END), 99 FEET SOUTH OF FAI 90 EASTBOUND
 OO0119'CENTERLINE STATION 975+00, 0.5 FEET NORTH OF A STEEL WITNESS POST IN
 OO0119'THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE
 OO0119'GROUND.  SW 1/4 SECTION 27, T 106N, R 12W.
 OO0119
 OO0119                          STATION RECOVERY (1974)
 OO0119
 OO0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OO0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0118 ***********************************************************************
 OO0118  DESIGNATION -  5580 BK
 OO0118  PID         -  OO0118
 OO0118  STATE/COUNTY-  MN/OLMSTED
 OO0118  USGS QUAD   -  EYOTA (1974)
 OO0118
 OO0118                         *CURRENT SURVEY CONTROL
 OO0118  ___________________________________________________________________
 OO0118* NAD 83(1996)-  43 57 21.06912(N)    092 14 53.28221(W)     ADJUSTED  
 OO0118* NAVD 88     -       392.939  (meters)    1289.17   (feet)  ADJUSTED  
 OO0118  ___________________________________________________________________
 OO0118  X           -    -180,411.871 (meters)                     COMP
 OO0118  Y           -  -4,595,604.042 (meters)                     COMP
 OO0118  Z           -   4,404,813.790 (meters)                     COMP
 OO0118  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 OO0118  ELLIP HEIGHT-         363.16  (meters)          (02/05/03) GPS OBS
 OO0118  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 OO0118  DYNAMIC HT  -         392.867 (meters)    1288.93  (feet)  COMP
 OO0118  MODELED GRAV-     980,423.2   (mgal)                       NAVD 88
 OO0118
 OO0118  HORZ ORDER  -  FIRST
 OO0118  VERT ORDER  -  SECOND    CLASS 0
 OO0118  ELLP ORDER  -  THIRD     CLASS II
 OO0118
 OO0118.The horizontal coordinates were established by GPS observations
 OO0118.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0118
 OO0118.The orthometric height was determined by differential leveling
 OO0118.and adjusted by the National Geodetic Survey in June 1991..
 OO0118
 OO0118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0118
 OO0118.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0118
 OO0118.The ellipsoidal height was determined by GPS observations
 OO0118.and is referenced to NAD 83.
 OO0118
 OO0118.The geoid height was determined by GEOID03.
 OO0118
 OO0118.The dynamic height is computed by dividing the NAVD 88
 OO0118.geopotential number by the normal gravity value computed on the
 OO0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0118.degrees latitude (g = 980.6199 gals.).
 OO0118
 OO0118.The modeled gravity was interpolated from observed gravity values.
 OO0118
 OO0118;                    North         East     Units Scale Factor Converg.
 OO0118;SPC MN S     -   207,713.579   940,599.261   MT  0.99996709   +1 13 40.6
 OO0118;UTM  15      - 4,867,244.238   560,324.938   MT  0.99964476   +0 31 18.8
 OO0118
 OO0118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0118!SPC MN S     -   0.99994306  x   0.99996709  =   0.99991015
 OO0118!UTM  15      -   0.99994306  x   0.99964476  =   0.99958784
 OO0118
 OO0118:                Primary Azimuth Mark                     Grid Az
 OO0118:SPC MN S     -  5580 BG                                  268 36 09.3
 OO0118:UTM  15      -  5580 BG                                  269 18 31.1
 OO0118
 OO0118|---------------------------------------------------------------------|
 OO0118| PID    Reference Object                     Distance      Geod. Az  |
 OO0118|                                                           dddmmss.s |
 OO0118| OO0124 5580 BG                             APPROX. 1.3 KM 2694949.9 |
 OO0118|---------------------------------------------------------------------|
 OO0118
 OO0118                          SUPERSEDED SURVEY CONTROL
 OO0118
 OO0118  NGVD 29 (??/??/92)  392.925  (m)         1289.12   (f) ADJ UNCH    2 0
 OO0118
 OO0118.Superseded values are not recommended for survey control.
 OO0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0118.See file dsdata.txt to determine how the superseded data were derived.
 OO0118
 OO0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6032567244(NAD 83)
 OO0118_MARKER: DB = BENCH MARK DISK
 OO0118_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0118_SP_SET: MONUMENT
 OO0118_STAMPING: 5580 BK 1970
 OO0118_MARK LOGO: MNDT  
 OO0118_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0118+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1996
 OO0118
 OO0118  HISTORY     - Date     Condition        Report By
 OO0118  HISTORY     - 1970     MONUMENTED       MNDT
 OO0118  HISTORY     - 19961010 GOOD             MNDT
 OO0118
 OO0118                          STATION DESCRIPTION
 OO0118
 OO0118'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0118'2.3 MI SW FROM EYOTA.
 OO0118'MARK IS LOCATED ABOUT 0.5 MILES WEST OF COUNTY ROAD 7 290 FT. EAST OF
 OO0118'AN ABANDONED RAILROAD, 128 FEET NORTH OF FAI 90 WESTBOUND CENTERLINE,
 OO0118'3 FEET WEST OF A RIGHT OF WAY MARKER 0.2 FEET SOUTH OF A STEEL WITNESS
 OO0118'POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 1
 OO0118'INCH ABOVE THE GROUND.  SE 1/4 SECTION 27, T 106N, R 12W.
 OO0118
 OO0118                          STATION RECOVERY (1996)
 OO0118
 OO0118'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0118'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0118'THE MARK IS 2.3 MI (3.7 KM) SW OF EYOTA, 0.45 MI (0.72 KM) WEST ALONG
 OO0118'FAI 90 FROM JCT OF FAI 90 AND CO RD 7 (2 MI SOUTH OF EYOTA) , AT FAI
 OO0118'90 MP 223.6, 290 FT (88.4 M) EAST OF ABANDONDED RR, 129 FT (39.3 M)
 OO0118'NORTH OF WB FAI 90, 2.5 FT (0.8 M) WEST OF R/W MARKER, 0.2 FT (6.1 CM)
 OO0118'SOUTH OF WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0117 ***********************************************************************
 OO0117  DESIGNATION -  5580 BL
 OO0117  PID         -  OO0117
 OO0117  STATE/COUNTY-  MN/OLMSTED
 OO0117  USGS QUAD   -  EYOTA (1974)
 OO0117
 OO0117                         *CURRENT SURVEY CONTROL
 OO0117  ___________________________________________________________________
 OO0117* NAD 83(1986)-  43 57 21.     (N)    092 14 29.     (W)     SCALED    
 OO0117* NAVD 88     -       393.298  (meters)    1290.35   (feet)  ADJUSTED  
 OO0117  ___________________________________________________________________
 OO0117  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 OO0117  DYNAMIC HT  -         393.226 (meters)    1290.11  (feet)  COMP
 OO0117  MODELED GRAV-     980,423.5   (mgal)                       NAVD 88
 OO0117
 OO0117  VERT ORDER  -  SECOND    CLASS 0
 OO0117
 OO0117.The horizontal coordinates were scaled from a topographic map and have
 OO0117.an estimated accuracy of +/- 6 seconds.
 OO0117
 OO0117.The orthometric height was determined by differential leveling
 OO0117.and adjusted by the National Geodetic Survey in June 1991..
 OO0117
 OO0117.The geoid height was determined by GEOID03.
 OO0117
 OO0117.The dynamic height is computed by dividing the NAVD 88
 OO0117.geopotential number by the normal gravity value computed on the
 OO0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0117.degrees latitude (g = 980.6199 gals.).
 OO0117
 OO0117.The modeled gravity was interpolated from observed gravity values.
 OO0117
 OO0117;                    North         East    Units  Estimated Accuracy
 OO0117;SPC MN S     -   207,720.      941,140.      MT  (+/- 180 meters Scaled)
 OO0117
 OO0117                          SUPERSEDED SURVEY CONTROL
 OO0117
 OO0117  NGVD 29 (??/??/92)  393.285  (m)         1290.30   (f) ADJ UNCH    2 0
 OO0117
 OO0117.Superseded values are not recommended for survey control.
 OO0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0117.See file dsdata.txt to determine how the superseded data were derived.
 OO0117
 OO0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ608672(NAD 83)
 OO0117_MARKER: DD = SURVEY DISK
 OO0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0117_SP_SET: MONUMENT
 OO0117_STAMPING: 5580 BL 1970
 OO0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0117
 OO0117  HISTORY     - Date     Condition        Report By
 OO0117  HISTORY     - 1970     MONUMENTED       MNDT
 OO0117
 OO0117                          STATION DESCRIPTION
 OO0117
 OO0117'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0117'2.2 MI SW FROM EYOTA.
 OO0117'MARK IS LOCATED ABOUT 600 FEET WEST OF COUNTY ROAD 7, 60 FEET NORTH OF
 OO0117'THE ENTRANCE RAMP FROM COUNTY ROAD 7, 215 FEET NORTH OF FAI 90
 OO0117'WESTBOUND CENTERLINE STATION 1008+00.  IN THE TOP OF A 6 FOOT PRE-CAST
 OO0117'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 27, T
 OO0117'106N, R 12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0112 ***********************************************************************
 OO0112  DESIGNATION -  5580 BM
 OO0112  PID         -  OO0112
 OO0112  STATE/COUNTY-  MN/OLMSTED
 OO0112  USGS QUAD   -  EYOTA (1974)
 OO0112
 OO0112                         *CURRENT SURVEY CONTROL
 OO0112  ___________________________________________________________________
 OO0112* NAD 83(1986)-  43 57 18.     (N)    092 14 19.     (W)     SCALED    
 OO0112* NAVD 88     -       399.455  (meters)    1310.55   (feet)  ADJUSTED  
 OO0112  ___________________________________________________________________
 OO0112  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 OO0112  DYNAMIC HT  -         399.382 (meters)    1310.31  (feet)  COMP
 OO0112  MODELED GRAV-     980,423.5   (mgal)                       NAVD 88
 OO0112
 OO0112  VERT ORDER  -  SECOND    CLASS 0
 OO0112
 OO0112.The horizontal coordinates were scaled from a topographic map and have
 OO0112.an estimated accuracy of +/- 6 seconds.
 OO0112
 OO0112.The orthometric height was determined by differential leveling
 OO0112.and adjusted by the National Geodetic Survey in June 1991..
 OO0112
 OO0112.The geoid height was determined by GEOID03.
 OO0112
 OO0112.The dynamic height is computed by dividing the NAVD 88
 OO0112.geopotential number by the normal gravity value computed on the
 OO0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0112.degrees latitude (g = 980.6199 gals.).
 OO0112
 OO0112.The modeled gravity was interpolated from observed gravity values.
 OO0112
 OO0112;                    North         East    Units  Estimated Accuracy
 OO0112;SPC MN S     -   207,640.      941,370.      MT  (+/- 180 meters Scaled)
 OO0112
 OO0112                          SUPERSEDED SURVEY CONTROL
 OO0112
 OO0112  NGVD 29 (??/??/92)  399.441  (m)         1310.50   (f) ADJ UNCH    2 0
 OO0112
 OO0112.Superseded values are not recommended for survey control.
 OO0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0112.See file dsdata.txt to determine how the superseded data were derived.
 OO0112
 OO0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ610671(NAD 83)
 OO0112_MARKER: DD = SURVEY DISK
 OO0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0112_SP_SET: ABUTMENT
 OO0112_STAMPING: 5580 BM 1970
 OO0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0112
 OO0112  HISTORY     - Date     Condition        Report By
 OO0112  HISTORY     - 1970     MONUMENTED       MNDT
 OO0112
 OO0112                          STATION DESCRIPTION
 OO0112
 OO0112'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0112'2.2 MI SSE FROM EYOTA.
 OO0112'MARK IS LOCATED IN THE TOP OF THE SOUTHEAST ABUTMENT OF COUNTY ROAD 7
 OO0112'BRIDGE NO. 55808 OVER FAI 90.  SW 1/4 SECTION 26, T 106N, R 12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0111 ***********************************************************************
 OO0111  DESIGNATION -  5580 BN
 OO0111  PID         -  OO0111
 OO0111  STATE/COUNTY-  MN/OLMSTED
 OO0111  USGS QUAD   -  EYOTA (1974)
 OO0111
 OO0111                         *CURRENT SURVEY CONTROL
 OO0111  ___________________________________________________________________
 OO0111* NAD 83(1986)-  43 57 17.     (N)    092 14 06.     (W)     SCALED    
 OO0111* NAVD 88     -       396.756  (meters)    1301.69   (feet)  ADJUSTED  
 OO0111  ___________________________________________________________________
 OO0111  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 OO0111  DYNAMIC HT  -         396.683 (meters)    1301.45  (feet)  COMP
 OO0111  MODELED GRAV-     980,423.7   (mgal)                       NAVD 88
 OO0111
 OO0111  VERT ORDER  -  SECOND    CLASS 0
 OO0111
 OO0111.The horizontal coordinates were scaled from a topographic map and have
 OO0111.an estimated accuracy of +/- 6 seconds.
 OO0111
 OO0111.The orthometric height was determined by differential leveling
 OO0111.and adjusted by the National Geodetic Survey in June 1991..
 OO0111
 OO0111.The geoid height was determined by GEOID03.
 OO0111
 OO0111.The dynamic height is computed by dividing the NAVD 88
 OO0111.geopotential number by the normal gravity value computed on the
 OO0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0111.degrees latitude (g = 980.6199 gals.).
 OO0111
 OO0111.The modeled gravity was interpolated from observed gravity values.
 OO0111
 OO0111;                    North         East    Units  Estimated Accuracy
 OO0111;SPC MN S     -   207,610.      941,660.      MT  (+/- 180 meters Scaled)
 OO0111
 OO0111                          SUPERSEDED SURVEY CONTROL
 OO0111
 OO0111  NGVD 29 (??/??/92)  396.742  (m)         1301.64   (f) ADJ UNCH    2 0
 OO0111
 OO0111.Superseded values are not recommended for survey control.
 OO0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0111.See file dsdata.txt to determine how the superseded data were derived.
 OO0111
 OO0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ613671(NAD 83)
 OO0111_MARKER: DD = SURVEY DISK
 OO0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0111_SP_SET: MONUMENT
 OO0111_STAMPING: 5580-BN 1970
 OO0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0111
 OO0111  HISTORY     - Date     Condition        Report By
 OO0111  HISTORY     - 1970     MONUMENTED       MNDT
 OO0111
 OO0111                          STATION DESCRIPTION
 OO0111
 OO0111'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0111'2.2 MI S FROM EYOTA.
 OO0111'MARK IS LOCATED ABOUT 1,000 FEET EAST OF COUNTY ROAD 7, 186 FEET SOUTH
 OO0111'OF FAI 90 EASTBOUND CENTERLINE STATION 1024+00, 4.5 FEET
 OO0111'EAST-NORTHEAST OF A POWER POLE, 2 FEET NORTHEAST OF A CAST IRON RIGHT
 OO0111'OF WAY MARKER AND POST 0.5 FEET NORTH OF A STEEL WITNESS POST, IN THE
 OO0111'TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 1 INCH ABOVE THE
 OO0111'GROUND.  SW 1/4 SECTION 26, T 106N, R 12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0110 ***********************************************************************
 OO0110  DESIGNATION -  5580 BP
 OO0110  PID         -  OO0110
 OO0110  STATE/COUNTY-  MN/OLMSTED
 OO0110  USGS QUAD   -  EYOTA (1974)
 OO0110
 OO0110                         *CURRENT SURVEY CONTROL
 OO0110  ___________________________________________________________________
 OO0110* NAD 83(1996)-  43 57 17.78851(N)    092 13 44.94727(W)     ADJUSTED  
 OO0110* NAVD 88     -       398.375  (meters)    1307.00   (feet)  ADJUSTED  
 OO0110  ___________________________________________________________________
 OO0110  X           -    -178,892.235 (meters)                     COMP
 OO0110  Y           -  -4,595,737.682 (meters)                     COMP
 OO0110  Z           -   4,404,744.650 (meters)                     COMP
 OO0110  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 OO0110  ELLIP HEIGHT-         368.57  (meters)          (02/05/03) GPS OBS
 OO0110  GEOID HEIGHT-         -29.81  (meters)                     GEOID03
 OO0110  DYNAMIC HT  -         398.302 (meters)    1306.76  (feet)  COMP
 OO0110  MODELED GRAV-     980,424.1   (mgal)                       NAVD 88
 OO0110
 OO0110  HORZ ORDER  -  FIRST
 OO0110  VERT ORDER  -  SECOND    CLASS 0
 OO0110  ELLP ORDER  -  THIRD     CLASS II
 OO0110
 OO0110.The horizontal coordinates were established by GPS observations
 OO0110.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0110
 OO0110.The orthometric height was determined by differential leveling
 OO0110.and adjusted by the National Geodetic Survey in June 1991..
 OO0110
 OO0110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0110
 OO0110.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0110
 OO0110.The ellipsoidal height was determined by GPS observations
 OO0110.and is referenced to NAD 83.
 OO0110
 OO0110.The geoid height was determined by GEOID03.
 OO0110
 OO0110.The dynamic height is computed by dividing the NAVD 88
 OO0110.geopotential number by the normal gravity value computed on the
 OO0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0110.degrees latitude (g = 980.6199 gals.).
 OO0110
 OO0110.The modeled gravity was interpolated from observed gravity values.
 OO0110
 OO0110;                    North         East     Units Scale Factor Converg.
 OO0110;SPC MN S     -   207,645.178   942,124.647   MT  0.99996724   +1 14 28.5
 OO0110;UTM  15      - 4,867,157.072   561,848.875   MT  0.99964705   +0 32 06.2
 OO0110
 OO0110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0110!SPC MN S     -   0.99994221  x   0.99996724  =   0.99990945
 OO0110!UTM  15      -   0.99994221  x   0.99964705  =   0.99958928
 OO0110
 OO0110:                Primary Azimuth Mark                     Grid Az
 OO0110:SPC MN S     -  5580 BR                                  083 37 41.3
 OO0110:UTM  15      -  5580 BR                                  084 20 03.6
 OO0110
 OO0110|---------------------------------------------------------------------|
 OO0110| PID    Reference Object                     Distance      Geod. Az  |
 OO0110|                                                           dddmmss.s |
 OO0110| OO0108 5580 BR                             APPROX. 0.9 KM 0845209.8 |
 OO0110|---------------------------------------------------------------------|
 OO0110
 OO0110                          SUPERSEDED SURVEY CONTROL
 OO0110
 OO0110  NAVD 88 (02/05/03)  398.38   (m)         1307.0    (f) LEVELING    3  
 OO0110  NGVD 29 (??/??/92)  398.361  (m)         1306.96   (f) ADJ UNCH    2 0
 OO0110
 OO0110.Superseded values are not recommended for survey control.
 OO0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0110.See file dsdata.txt to determine how the superseded data were derived.
 OO0110
 OO0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6184967157(NAD 83)
 OO0110_MARKER: DB = BENCH MARK DISK
 OO0110_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0110_SP_SET: MONUMENT
 OO0110_STAMPING: 5580 BP 1970
 OO0110_MARK LOGO: MNDT  
 OO0110_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0110+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 OO0110
 OO0110  HISTORY     - Date     Condition        Report By
 OO0110  HISTORY     - 1970     MONUMENTED       MNDT
 OO0110  HISTORY     - 19961016 GOOD             MNDT
 OO0110
 OO0110                          STATION DESCRIPTION
 OO0110
 OO0110'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0110'2.2 MI S FROM EYOTA.
 OO0110'MARK IS LOCATED 0.5 MILES EAST OF COUNTY ROAD 7, 99 FEET SOUTH OF FAI
 OO0110'90 EASTBOUND CENTERLINE STATION 1040+00, 25 FEET WEST OF A NORTH-SOUTH
 OO0110'FENCE LINE, 3 FEET WEST OF A RIGHT OF WAY MARKER 0.5 FT. NORTH OF A
 OO0110'STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT
 OO0110'PROJECTING 2 INCHES ABOVE THE GROUND.  SW 1/4 SECTION 26, T 106N, R
 OO0110'12W.
 OO0110
 OO0110                          STATION RECOVERY (1996)
 OO0110
 OO0110'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0110'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0110'THE MARK IS 2.2 MI (3.5 KM) SOUTH OF EYOTA, 0.5 MI (0.8 KM) EAST ALONG
 OO0110'FAI 90 FROM JCT OF FAI 90 AND CO RD 7 (2 MI SOUTH OF EYOTA) , AT FAI
 OO0110'90 MP 224.6, 110.5 FT (33.7 M) SOUTH OF EB FAI 90, AT FAI 90 STA
 OO0110'1040+00, 1.9 FT (0.6 M) WEST OF R/W MARKER, 0.3 FT (9.1 CM) NORTH OF
 OO0110'WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0109 ***********************************************************************
 OO0109  DESIGNATION -  5580 BQ
 OO0109  PID         -  OO0109
 OO0109  STATE/COUNTY-  MN/OLMSTED
 OO0109  USGS QUAD   -  EYOTA (1974)
 OO0109
 OO0109                         *CURRENT SURVEY CONTROL
 OO0109  ___________________________________________________________________
 OO0109* NAD 83(1986)-  43 57 17.     (N)    092 13 26.     (W)     SCALED    
 OO0109* NAVD 88     -       400.851  (meters)    1315.13   (feet)  ADJUSTED  
 OO0109  ___________________________________________________________________
 OO0109  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO0109  DYNAMIC HT  -         400.778 (meters)    1314.89  (feet)  COMP
 OO0109  MODELED GRAV-     980,424.5   (mgal)                       NAVD 88
 OO0109
 OO0109  VERT ORDER  -  SECOND    CLASS 0
 OO0109
 OO0109.The horizontal coordinates were scaled from a topographic map and have
 OO0109.an estimated accuracy of +/- 6 seconds.
 OO0109
 OO0109.The orthometric height was determined by differential leveling
 OO0109.and adjusted by the National Geodetic Survey in June 1991..
 OO0109
 OO0109.The geoid height was determined by GEOID03.
 OO0109
 OO0109.The dynamic height is computed by dividing the NAVD 88
 OO0109.geopotential number by the normal gravity value computed on the
 OO0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0109.degrees latitude (g = 980.6199 gals.).
 OO0109
 OO0109.The modeled gravity was interpolated from observed gravity values.
 OO0109
 OO0109;                    North         East    Units  Estimated Accuracy
 OO0109;SPC MN S     -   207,630.      942,550.      MT  (+/- 180 meters Scaled)
 OO0109
 OO0109                          SUPERSEDED SURVEY CONTROL
 OO0109
 OO0109  NGVD 29 (??/??/92)  400.837  (m)         1315.08   (f) ADJ UNCH    2 0
 OO0109
 OO0109.Superseded values are not recommended for survey control.
 OO0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0109.See file dsdata.txt to determine how the superseded data were derived.
 OO0109
 OO0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ622671(NAD 83)
 OO0109_MARKER: DD = SURVEY DISK
 OO0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0109_SP_SET: MONUMENT
 OO0109_STAMPING: 5580 BQ 1970
 OO0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0109
 OO0109  HISTORY     - Date     Condition        Report By
 OO0109  HISTORY     - 1970     MONUMENTED       MNDT
 OO0109
 OO0109                          STATION DESCRIPTION
 OO0109
 OO0109'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0109'2.2 MI SSE FROM EYOTA.
 OO0109'MARK IS LOCATED ABOUT 0.75 MILES EAST OF COUNTY ROAD 7, 0.25 MILES
 OO0109'WEST OF A TOWNSHIP ROAD (DEAD-END) 99 FEET SOUTH OF FAI 90 EASTBOUND
 OO0109'CENTERLINE STATION 1055+00, 150 FEET EAST OF A NORTH-SOUTH FENCE LINE
 OO0109'0.25 FEET NORTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT
 OO0109'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION
 OO0109'26, T 106N, R 12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0108 ***********************************************************************
 OO0108  DESIGNATION -  5580 BR
 OO0108  PID         -  OO0108
 OO0108  STATE/COUNTY-  MN/OLMSTED
 OO0108  USGS QUAD   -  EYOTA (1974)
 OO0108
 OO0108                         *CURRENT SURVEY CONTROL
 OO0108  ___________________________________________________________________
 OO0108* NAD 83(1996)-  43 57 20.44658(N)    092 13 03.93450(W)     ADJUSTED  
 OO0108* NAVD 88     -       399.740  (meters)    1311.48   (feet)  ADJUSTED  
 OO0108  ___________________________________________________________________
 OO0108  X           -    -177,976.270 (meters)                     COMP
 OO0108  Y           -  -4,595,717.236 (meters)                     COMP
 OO0108  Z           -   4,404,804.656 (meters)                     COMP
 OO0108  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 OO0108  ELLIP HEIGHT-         369.93  (meters)          (02/05/03) GPS OBS
 OO0108  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO0108  DYNAMIC HT  -         399.667 (meters)    1311.24  (feet)  COMP
 OO0108  MODELED GRAV-     980,425.1   (mgal)                       NAVD 88
 OO0108
 OO0108  HORZ ORDER  -  FIRST
 OO0108  VERT ORDER  -  SECOND    CLASS 0
 OO0108  ELLP ORDER  -  THIRD     CLASS II
 OO0108
 OO0108.The horizontal coordinates were established by GPS observations
 OO0108.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0108
 OO0108.The orthometric height was determined by differential leveling
 OO0108.and adjusted by the National Geodetic Survey in June 1991..
 OO0108
 OO0108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0108
 OO0108.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0108
 OO0108.The ellipsoidal height was determined by GPS observations
 OO0108.and is referenced to NAD 83.
 OO0108
 OO0108.The geoid height was determined by GEOID03.
 OO0108
 OO0108.The dynamic height is computed by dividing the NAVD 88
 OO0108.geopotential number by the normal gravity value computed on the
 OO0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0108.degrees latitude (g = 980.6199 gals.).
 OO0108
 OO0108.The modeled gravity was interpolated from observed gravity values.
 OO0108
 OO0108;                    North         East     Units Scale Factor Converg.
 OO0108;SPC MN S     -   207,747.067   943,037.048   MT  0.99996711   +1 14 57.2
 OO0108;UTM  15      - 4,867,247.679   562,762.171   MT  0.99964845   +0 32 34.7
 OO0108
 OO0108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0108!SPC MN S     -   0.99994200  x   0.99996711  =   0.99990911
 OO0108!UTM  15      -   0.99994200  x   0.99964845  =   0.99959047
 OO0108
 OO0108:                Primary Azimuth Mark                     Grid Az
 OO0108:SPC MN S     -  5580 BP                                  263 37 41.1
 OO0108:UTM  15      -  5580 BP                                  264 20 03.6
 OO0108
 OO0108|---------------------------------------------------------------------|
 OO0108| PID    Reference Object                     Distance      Geod. Az  |
 OO0108|                                                           dddmmss.s |
 OO0108| OO0110 5580 BP                             APPROX. 0.9 KM 2645238.3 |
 OO0108|---------------------------------------------------------------------|
 OO0108
 OO0108                          SUPERSEDED SURVEY CONTROL
 OO0108
 OO0108  NAVD 88 (02/05/03)  399.74   (m)         1311.5    (f) LEVELING    3  
 OO0108  NGVD 29 (??/??/92)  399.727  (m)         1311.44   (f) ADJ UNCH    2 0
 OO0108
 OO0108.Superseded values are not recommended for survey control.
 OO0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0108.See file dsdata.txt to determine how the superseded data were derived.
 OO0108
 OO0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6276267248(NAD 83)
 OO0108_MARKER: DB = BENCH MARK DISK
 OO0108_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0108_SP_SET: MONUMENT
 OO0108_STAMPING: 5580 BR 1970
 OO0108_MARK LOGO: MNDT  
 OO0108_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0108+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 OO0108
 OO0108  HISTORY     - Date     Condition        Report By
 OO0108  HISTORY     - 1970     MONUMENTED       MNDT
 OO0108  HISTORY     - 19961016 GOOD             MNDT
 OO0108
 OO0108                          STATION DESCRIPTION
 OO0108
 OO0108'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0108'2.3 MI SE FROM EYOTA.
 OO0108'MARK IS LOCATED 1.1 MILES EAST OF COUNTY ROAD 7, 340 FEET EAST OF A
 OO0108'TOWNSHIP ROAD (DEAD END), 99 FEET NORTH OF FAI 90 WESTBOUND CENTERLINE
 OO0108'STATION 1070+00, 2 FEET SOUTH OF A FENCE LINE, 3 FEET WEST OF A RIGHT
 OO0108'OF WAY MARKER, 0.3 FEET SOUTH OF A STEEL WITNESS POST, IN THE TOP OF A
 OO0108'6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. SW 1/4
 OO0108'SECTION 25, T 106N, R 12W.
 OO0108
 OO0108                          STATION RECOVERY (1996)
 OO0108
 OO0108'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0108'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0108'THE MARK IS 2.3 MI (3.7 KM) SE OF EYOTA, 1.1 MI (1.8 KM) EAST ALONG
 OO0108'FAI 90 FROM JCT OF FAI 90 AND CO RD 7 (2 MI SOUTH OF EYOTA) , AT FAI
 OO0108'90 MP 225.20, 340 FT (103.6 M) EAST OF DEAD END RD, 98.5 FT (30.0 M)
 OO0108'NORTH OF WB FAI 90, AT FAI 90 STA 1070+00, 0.6 FT (18.3 CM) NORTH OF
 OO0108'FENCE, 2 FT (0.6 M) WEST OF R/W MARKER, PROJECTS 1 INCH, MAGNETIC AND
 OO0108'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0107 ***********************************************************************
 OO0107  DESIGNATION -  5580 BS
 OO0107  PID         -  OO0107
 OO0107  STATE/COUNTY-  MN/OLMSTED
 OO0107  USGS QUAD   -  EYOTA (1974)
 OO0107
 OO0107                         *CURRENT SURVEY CONTROL
 OO0107  ___________________________________________________________________
 OO0107* NAD 83(1986)-  43 57 17.     (N)    092 12 39.     (W)     SCALED    
 OO0107* NAVD 88     -       400.031  (meters)    1312.43   (feet)  ADJUSTED  
 OO0107  ___________________________________________________________________
 OO0107  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO0107  DYNAMIC HT  -         399.959 (meters)    1312.20  (feet)  COMP
 OO0107  MODELED GRAV-     980,425.6   (mgal)                       NAVD 88
 OO0107
 OO0107  VERT ORDER  -  SECOND    CLASS 0
 OO0107
 OO0107.The horizontal coordinates were scaled from a topographic map and have
 OO0107.an estimated accuracy of +/- 6 seconds.
 OO0107
 OO0107.The orthometric height was determined by differential leveling
 OO0107.and adjusted by the National Geodetic Survey in June 1991..
 OO0107
 OO0107.The geoid height was determined by GEOID03.
 OO0107
 OO0107.The dynamic height is computed by dividing the NAVD 88
 OO0107.geopotential number by the normal gravity value computed on the
 OO0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0107.degrees latitude (g = 980.6199 gals.).
 OO0107
 OO0107.The modeled gravity was interpolated from observed gravity values.
 OO0107
 OO0107;                    North         East    Units  Estimated Accuracy
 OO0107;SPC MN S     -   207,650.      943,600.      MT  (+/- 180 meters Scaled)
 OO0107
 OO0107                          SUPERSEDED SURVEY CONTROL
 OO0107
 OO0107  NGVD 29 (??/??/92)  400.018  (m)         1312.39   (f) ADJ UNCH    2 0
 OO0107
 OO0107.Superseded values are not recommended for survey control.
 OO0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0107.See file dsdata.txt to determine how the superseded data were derived.
 OO0107
 OO0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ633671(NAD 83)
 OO0107_MARKER: DD = SURVEY DISK
 OO0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0107_SP_SET: MONUMENT
 OO0107_STAMPING: 5580 BS 1970
 OO0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0107
 OO0107  HISTORY     - Date     Condition        Report By
 OO0107  HISTORY     - 1970     MONUMENTED       MNDT
 OO0107
 OO0107                          STATION DESCRIPTION
 OO0107
 OO0107'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0107'2.4 MI SE FROM EYOTA.
 OO0107'MARK IS LOCATED 1.4 MILES EAST OF COUNTY ROAD 7, 0.4 MILES EAST OF A
 OO0107'TOWNSHIP ROAD (DEAD END), 99 FEET SOUTH OF FAI 90 EASTBOUND CENTERLINE
 OO0107'STATION 1087+00, 3 FEET EAST OF A RIGHT OF WAY MARKER, 0.5 FEET NORTH
 OO0107'OF A STEEL WITNESS POST IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE
 OO0107'MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 25, T 106, R 12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0106 ***********************************************************************
 OO0106  DESIGNATION -  5580 BT
 OO0106  PID         -  OO0106
 OO0106  STATE/COUNTY-  MN/OLMSTED
 OO0106  USGS QUAD   -  EYOTA (1974)
 OO0106
 OO0106                         *CURRENT SURVEY CONTROL
 OO0106  ___________________________________________________________________
 OO0106* NAD 83(1986)-  43 57 20.     (N)    092 12 19.     (W)     SCALED    
 OO0106* NAVD 88     -       400.272  (meters)    1313.23   (feet)  ADJUSTED  
 OO0106  ___________________________________________________________________
 OO0106  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO0106  DYNAMIC HT  -         400.200 (meters)    1312.99  (feet)  COMP
 OO0106  MODELED GRAV-     980,426.2   (mgal)                       NAVD 88
 OO0106
 OO0106  VERT ORDER  -  SECOND    CLASS 0
 OO0106
 OO0106.The horizontal coordinates were scaled from a topographic map and have
 OO0106.an estimated accuracy of +/- 6 seconds.
 OO0106
 OO0106.The orthometric height was determined by differential leveling
 OO0106.and adjusted by the National Geodetic Survey in June 1991..
 OO0106
 OO0106.The geoid height was determined by GEOID03.
 OO0106
 OO0106.The dynamic height is computed by dividing the NAVD 88
 OO0106.geopotential number by the normal gravity value computed on the
 OO0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0106.degrees latitude (g = 980.6199 gals.).
 OO0106
 OO0106.The modeled gravity was interpolated from observed gravity values.
 OO0106
 OO0106;                    North         East    Units  Estimated Accuracy
 OO0106;SPC MN S     -   207,760.      944,040.      MT  (+/- 180 meters Scaled)
 OO0106
 OO0106                          SUPERSEDED SURVEY CONTROL
 OO0106
 OO0106  NGVD 29 (??/??/92)  400.259  (m)         1313.18   (f) ADJ UNCH    2 0
 OO0106
 OO0106.Superseded values are not recommended for survey control.
 OO0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0106.See file dsdata.txt to determine how the superseded data were derived.
 OO0106
 OO0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ637672(NAD 83)
 OO0106_MARKER: DD = SURVEY DISK
 OO0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0106_SP_SET: MONUMENT
 OO0106_STAMPING: 5580 BT 1970
 OO0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0106
 OO0106  HISTORY     - Date     Condition        Report By
 OO0106  HISTORY     - 1970     MONUMENTED       MNDT
 OO0106
 OO0106                          STATION DESCRIPTION
 OO0106
 OO0106'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0106'2.5 MI SE FROM EYOTA.
 OO0106'MARK IS LOCATED 1.4 MILES WEST OF COUNTY ROAD 32, 0.4 MILES WEST OF A
 OO0106'TOWNSHIP ROAD (DEAD END) 99 FEET NORTH OF FAI 90 WESTBOUND CENTERLINE
 OO0106'STATION 1102+00, 99 FEET WEST OF A RIGHT OF WAY MARKER, 0.5 FEET SOUTH
 OO0106'OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE
 OO0106'MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 25, T 106N, R 12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0105 ***********************************************************************
 OO0105  DESIGNATION -  5580 BU
 OO0105  PID         -  OO0105
 OO0105  STATE/COUNTY-  MN/OLMSTED
 OO0105  USGS QUAD   -  EYOTA (1974)
 OO0105
 OO0105                         *CURRENT SURVEY CONTROL
 OO0105  ___________________________________________________________________
 OO0105* NAD 83(1986)-  43 57 20.     (N)    092 11 56.     (W)     SCALED    
 OO0105* NAVD 88     -       392.968  (meters)    1289.26   (feet)  ADJUSTED  
 OO0105  ___________________________________________________________________
 OO0105  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO0105  DYNAMIC HT  -         392.897 (meters)    1289.03  (feet)  COMP
 OO0105  MODELED GRAV-     980,426.7   (mgal)                       NAVD 88
 OO0105
 OO0105  VERT ORDER  -  SECOND    CLASS 0
 OO0105
 OO0105.The horizontal coordinates were scaled from a topographic map and have
 OO0105.an estimated accuracy of +/- 6 seconds.
 OO0105
 OO0105.The orthometric height was determined by differential leveling
 OO0105.and adjusted by the National Geodetic Survey in June 1991..
 OO0105
 OO0105.The geoid height was determined by GEOID03.
 OO0105
 OO0105.The dynamic height is computed by dividing the NAVD 88
 OO0105.geopotential number by the normal gravity value computed on the
 OO0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0105.degrees latitude (g = 980.6199 gals.).
 OO0105
 OO0105.The modeled gravity was interpolated from observed gravity values.
 OO0105
 OO0105;                    North         East    Units  Estimated Accuracy
 OO0105;SPC MN S     -   207,770.      944,550.      MT  (+/- 180 meters Scaled)
 OO0105
 OO0105                          SUPERSEDED SURVEY CONTROL
 OO0105
 OO0105  NGVD 29 (??/??/92)  392.956  (m)         1289.22   (f) ADJ UNCH    2 0
 OO0105
 OO0105.Superseded values are not recommended for survey control.
 OO0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0105.See file dsdata.txt to determine how the superseded data were derived.
 OO0105
 OO0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ642672(NAD 83)
 OO0105_MARKER: DD = SURVEY DISK
 OO0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0105_SP_SET: MONUMENT
 OO0105_STAMPING: 5580 BU 1970
 OO0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0105
 OO0105  HISTORY     - Date     Condition        Report By
 OO0105  HISTORY     - 1970     MONUMENTED       MNDT
 OO0105
 OO0105                          STATION DESCRIPTION
 OO0105
 OO0105'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0105'2.6 MI SE FROM EYOTA.
 OO0105'MARK IS LOCATED 1.0 MILES WEST OF COUNTY ROAD 32, 150 FEET WEST OF A
 OO0105'TOWNSHIP ROAD (DEAD END), 99 FEET NORTH OF FAI 90 WESTBOUND CENTERLINE
 OO0105'STATION 1118+00, 0.5 FEET SOUTH OF A WITNESS POST, IN THE TOP OF A 6
 OO0105'FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. NE 1/4
 OO0105'SECTION 25, T 106N, R 12W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0104 ***********************************************************************
 OO0104  DESIGNATION -  5580 BV
 OO0104  PID         -  OO0104
 OO0104  STATE/COUNTY-  MN/OLMSTED
 OO0104  USGS QUAD   -  EYOTA (1974)
 OO0104
 OO0104                         *CURRENT SURVEY CONTROL
 OO0104  ___________________________________________________________________
 OO0104* NAD 83(1986)-  43 57 20.     (N)    092 11 33.     (W)     SCALED    
 OO0104* NAVD 88     -       394.746  (meters)    1295.10   (feet)  ADJUSTED  
 OO0104  ___________________________________________________________________
 OO0104  GEOID HEIGHT-         -29.82  (meters)                     GEOID03
 OO0104  DYNAMIC HT  -         394.675 (meters)    1294.86  (feet)  COMP
 OO0104  MODELED GRAV-     980,427.3   (mgal)                       NAVD 88
 OO0104
 OO0104  VERT ORDER  -  SECOND    CLASS 0
 OO0104
 OO0104.The horizontal coordinates were scaled from a topographic map and have
 OO0104.an estimated accuracy of +/- 6 seconds.
 OO0104
 OO0104.The orthometric height was determined by differential leveling
 OO0104.and adjusted by the National Geodetic Survey in June 1991..
 OO0104
 OO0104.The geoid height was determined by GEOID03.
 OO0104
 OO0104.The dynamic height is computed by dividing the NAVD 88
 OO0104.geopotential number by the normal gravity value computed on the
 OO0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0104.degrees latitude (g = 980.6199 gals.).
 OO0104
 OO0104.The modeled gravity was interpolated from observed gravity values.
 OO0104
 OO0104;                    North         East    Units  Estimated Accuracy
 OO0104;SPC MN S     -   207,780.      945,060.      MT  (+/- 180 meters Scaled)
 OO0104
 OO0104                          SUPERSEDED SURVEY CONTROL
 OO0104
 OO0104  NGVD 29 (??/??/92)  394.734  (m)         1295.06   (f) ADJ UNCH    2 0
 OO0104
 OO0104.Superseded values are not recommended for survey control.
 OO0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0104.See file dsdata.txt to determine how the superseded data were derived.
 OO0104
 OO0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ647672(NAD 83)
 OO0104_MARKER: DD = SURVEY DISK
 OO0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0104_SP_SET: MONUMENT
 OO0104_STAMPING: 5580-BV 1970
 OO0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0104
 OO0104  HISTORY     - Date     Condition        Report By
 OO0104  HISTORY     - 1970     MONUMENTED       MNDT
 OO0104
 OO0104                          STATION DESCRIPTION
 OO0104
 OO0104'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0104'2.9 MI SE FROM EYOTA.
 OO0104'MARK IS LOCATED ABOUT 2.3 MILES EAST OF COUNTY ROAD 7, 0.7 MILES WEST
 OO0104'OF COUNTY ROAD 32, 260 FEET EAST OF A 36 INCH ELM TREE, 99 FEET NORTH
 OO0104'OF FAI 90 WESTBOUND CENTERLINE STATION 1135 + 00, 1 FOOT SOUTH OF A
 OO0104'STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT
 OO0104'SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 30, T 106N, R 11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0103 ***********************************************************************
 OO0103  DESIGNATION -  5580 BW
 OO0103  PID         -  OO0103
 OO0103  STATE/COUNTY-  MN/OLMSTED
 OO0103  USGS QUAD   -  EYOTA (1974)
 OO0103
 OO0103                         *CURRENT SURVEY CONTROL
 OO0103  ___________________________________________________________________
 OO0103* NAD 83(1996)-  43 57 20.62920(N)    092 11 13.17996(W)     ADJUSTED  
 OO0103* NAVD 88     -       399.483  (meters)    1310.64   (feet)  ADJUSTED  
 OO0103  ___________________________________________________________________
 OO0103  X           -    -175,508.403 (meters)                     COMP
 OO0103  Y           -  -4,595,808.034 (meters)                     COMP
 OO0103  Z           -   4,404,808.526 (meters)                     COMP
 OO0103  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 OO0103  ELLIP HEIGHT-         369.66  (meters)          (02/05/03) GPS OBS
 OO0103  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 OO0103  DYNAMIC HT  -         399.412 (meters)    1310.40  (feet)  COMP
 OO0103  MODELED GRAV-     980,427.7   (mgal)                       NAVD 88
 OO0103
 OO0103  HORZ ORDER  -  FIRST
 OO0103  VERT ORDER  -  SECOND    CLASS 0
 OO0103  ELLP ORDER  -  THIRD     CLASS II
 OO0103
 OO0103.The horizontal coordinates were established by GPS observations
 OO0103.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0103
 OO0103.The orthometric height was determined by differential leveling
 OO0103.and adjusted by the National Geodetic Survey in June 1991..
 OO0103
 OO0103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0103
 OO0103.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0103
 OO0103.The ellipsoidal height was determined by GPS observations
 OO0103.and is referenced to NAD 83.
 OO0103
 OO0103.The geoid height was determined by GEOID03.
 OO0103
 OO0103.The dynamic height is computed by dividing the NAVD 88
 OO0103.geopotential number by the normal gravity value computed on the
 OO0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0103.degrees latitude (g = 980.6199 gals.).
 OO0103
 OO0103.The modeled gravity was interpolated from observed gravity values.
 OO0103
 OO0103;                    North         East     Units Scale Factor Converg.
 OO0103;SPC MN S     -   207,807.001   945,505.636   MT  0.99996711   +1 16 14.8
 OO0103;UTM  15      - 4,867,277.166   565,230.528   MT  0.99965233   +0 33 51.6
 OO0103
 OO0103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0103!SPC MN S     -   0.99994204  x   0.99996711  =   0.99990915
 OO0103!UTM  15      -   0.99994204  x   0.99965233  =   0.99959439
 OO0103
 OO0103                          SUPERSEDED SURVEY CONTROL
 OO0103
 OO0103  NAVD 88 (02/05/03)  399.48   (m)         1310.6    (f) LEVELING    3  
 OO0103  NGVD 29 (??/??/92)  399.471  (m)         1310.60   (f) ADJ UNCH    2 0
 OO0103
 OO0103.Superseded values are not recommended for survey control.
 OO0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0103.See file dsdata.txt to determine how the superseded data were derived.
 OO0103
 OO0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6523167277(NAD 83)
 OO0103_MARKER: DB = BENCH MARK DISK
 OO0103_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0103_SP_SET: MONUMENT
 OO0103_STAMPING: 5580 BW 1970
 OO0103_MARK LOGO: MNDT  
 OO0103_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0103+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 OO0103
 OO0103  HISTORY     - Date     Condition        Report By
 OO0103  HISTORY     - 1970     MONUMENTED       MNDT
 OO0103  HISTORY     - 19961016 GOOD             MNDT
 OO0103
 OO0103                          STATION DESCRIPTION
 OO0103
 OO0103'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0103'2.7 MI SW FROM DOVER.
 OO0103'MARK IS LOCATED ABOUT 0.4 MILES WEST OF COUNTY ROAD 32, 99 FEET NORTH
 OO0103'OF FAI 90 WESTBOUND CENTERLINE STATION 1151 + 00, 1 FOOT SOUTH OF A
 OO0103'STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT
 OO0103'SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 30, T 106N, R 11W.
 OO0103
 OO0103                          STATION RECOVERY (1996)
 OO0103
 OO0103'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0103'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0103'THE MARK IS 2.7 MI (4.3 KM) SW OF DOVER, 2.65 MI (4.26 KM) EAST ALONG
 OO0103'FAI 90 FROM JCT OF FAI 90 AND CO RD 7 (2 MI SOUTH OF EYOTA) , 0.4 MI
 OO0103'(0.6 KM) WEST ALONG FAI 90 FROM CO RD 32 BRDG OVER FAI 90, AT FAI 90
 OO0103'MP 226.7, AT FAI 90 STA 1151+00, 98 FT (29.9 M) NORTH OF WB FAI 90,
 OO0103'0.3 FT (9.1 CM) NORTH OF R/W FENCE, 0.5 FT (15.2 CM) SOUTH OF WIT
 OO0103'POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0102 ***********************************************************************
 OO0102  DESIGNATION -  5580 BX
 OO0102  PID         -  OO0102
 OO0102  STATE/COUNTY-  MN/OLMSTED
 OO0102  USGS QUAD   -  EYOTA (1974)
 OO0102
 OO0102                         *CURRENT SURVEY CONTROL
 OO0102  ___________________________________________________________________
 OO0102* NAD 83(1986)-  43 57 20.     (N)    092 10 48.     (W)     SCALED    
 OO0102* NAVD 88     -       400.291  (meters)    1313.29   (feet)  ADJUSTED  
 OO0102  ___________________________________________________________________
 OO0102  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 OO0102  DYNAMIC HT  -         400.219 (meters)    1313.05  (feet)  COMP
 OO0102  MODELED GRAV-     980,428.2   (mgal)                       NAVD 88
 OO0102
 OO0102  VERT ORDER  -  SECOND    CLASS 0
 OO0102
 OO0102.The horizontal coordinates were scaled from a topographic map and have
 OO0102.an estimated accuracy of +/- 6 seconds.
 OO0102
 OO0102.The orthometric height was determined by differential leveling
 OO0102.and adjusted by the National Geodetic Survey in June 1991..
 OO0102
 OO0102.The geoid height was determined by GEOID03.
 OO0102
 OO0102.The dynamic height is computed by dividing the NAVD 88
 OO0102.geopotential number by the normal gravity value computed on the
 OO0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0102.degrees latitude (g = 980.6199 gals.).
 OO0102
 OO0102.The modeled gravity was interpolated from observed gravity values.
 OO0102
 OO0102;                    North         East    Units  Estimated Accuracy
 OO0102;SPC MN S     -   207,800.      946,070.      MT  (+/- 180 meters Scaled)
 OO0102
 OO0102                          SUPERSEDED SURVEY CONTROL
 OO0102
 OO0102  NGVD 29 (??/??/92)  400.279  (m)         1313.25   (f) ADJ UNCH    2 0
 OO0102
 OO0102.Superseded values are not recommended for survey control.
 OO0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0102.See file dsdata.txt to determine how the superseded data were derived.
 OO0102
 OO0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ657672(NAD 83)
 OO0102_MARKER: DD = SURVEY DISK
 OO0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0102_SP_SET: MONUMENT
 OO0102_STAMPING: 5580-BX 1970
 OO0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0102
 OO0102  HISTORY     - Date     Condition        Report By
 OO0102  HISTORY     - 1970     MONUMENTED       MNDT
 OO0102  HISTORY     - 1974     MARK NOT FOUND   USGS
 OO0102
 OO0102                          STATION DESCRIPTION
 OO0102
 OO0102'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0102'2.5 MI SW FROM DOVER.
 OO0102'MARK IS LOCATED ABOUT 400 FEET WEST OF THE NORTH END OF THE COUNTY
 OO0102'ROAD 32 BRIDGE OVER FAI 90, 99 FEET NORTH OF FAI 90 WESTBOUND
 OO0102'CENTERLINE STATION 1166 + 00, 1 FOOT SOUTH OF A STEEL WITNESS POST IN
 OO0102'THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE
 OO0102'GROUND.  NE 1/4 SECTION 30, T 106N, R 11W.
 OO0102
 OO0102                          STATION RECOVERY (1974)
 OO0102
 OO0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OO0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0098 ***********************************************************************
 OO0098  DESIGNATION -  5580 BY
 OO0098  PID         -  OO0098
 OO0098  STATE/COUNTY-  MN/OLMSTED
 OO0098  USGS QUAD   -  EYOTA (1974)
 OO0098
 OO0098                         *CURRENT SURVEY CONTROL
 OO0098  ___________________________________________________________________
 OO0098* NAD 83(1986)-  43 57 18.     (N)    092 10 42.     (W)     SCALED    
 OO0098* NAVD 88     -       404.455  (meters)    1326.95   (feet)  ADJUSTED  
 OO0098  ___________________________________________________________________
 OO0098  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 OO0098  DYNAMIC HT  -         404.383 (meters)    1326.71  (feet)  COMP
 OO0098  MODELED GRAV-     980,428.2   (mgal)                       NAVD 88
 OO0098
 OO0098  VERT ORDER  -  SECOND    CLASS 0
 OO0098
 OO0098.The horizontal coordinates were scaled from a topographic map and have
 OO0098.an estimated accuracy of +/- 6 seconds.
 OO0098
 OO0098.The orthometric height was determined by differential leveling
 OO0098.and adjusted by the National Geodetic Survey in June 1991..
 OO0098
 OO0098.The geoid height was determined by GEOID03.
 OO0098
 OO0098.The dynamic height is computed by dividing the NAVD 88
 OO0098.geopotential number by the normal gravity value computed on the
 OO0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0098.degrees latitude (g = 980.6199 gals.).
 OO0098
 OO0098.The modeled gravity was interpolated from observed gravity values.
 OO0098
 OO0098;                    North         East    Units  Estimated Accuracy
 OO0098;SPC MN S     -   207,740.      946,200.      MT  (+/- 180 meters Scaled)
 OO0098
 OO0098                          SUPERSEDED SURVEY CONTROL
 OO0098
 OO0098  NGVD 29 (??/??/92)  404.443  (m)         1326.91   (f) ADJ UNCH    2 0
 OO0098
 OO0098.Superseded values are not recommended for survey control.
 OO0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0098.See file dsdata.txt to determine how the superseded data were derived.
 OO0098
 OO0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ659672(NAD 83)
 OO0098_MARKER: DD = SURVEY DISK
 OO0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0098_SP_SET: BRIDGE
 OO0098_STAMPING: 5580-BY 1970
 OO0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0098
 OO0098  HISTORY     - Date     Condition        Report By
 OO0098  HISTORY     - 1970     MONUMENTED       MNDT
 OO0098
 OO0098                          STATION DESCRIPTION
 OO0098
 OO0098'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0098'2.4 MI SW FROM DOVER.
 OO0098'MARK IS LOCATED ABOUT 1.6 MILES SOUTH OF T.H. 14, IN THE SOUTHEAST
 OO0098'CORNER OF BRIDGE NO. 55813, COUNTY ROAD 32 OVER FAI 90.  NE 1/4
 OO0098'SECTION 30, T 106N, R 11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0097 ***********************************************************************
 OO0097  DESIGNATION -  5580 BZ
 OO0097  PID         -  OO0097
 OO0097  STATE/COUNTY-  MN/OLMSTED
 OO0097  USGS QUAD   -  EYOTA (1974)
 OO0097
 OO0097                         *CURRENT SURVEY CONTROL
 OO0097  ___________________________________________________________________
 OO0097* NAD 83(1986)-  43 57 20.     (N)    092 10 28.     (W)     SCALED    
 OO0097* NAVD 88     -       394.281  (meters)    1293.57   (feet)  ADJUSTED  
 OO0097  ___________________________________________________________________
 OO0097  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 OO0097  DYNAMIC HT  -         394.211 (meters)    1293.34  (feet)  COMP
 OO0097  MODELED GRAV-     980,428.5   (mgal)                       NAVD 88
 OO0097
 OO0097  VERT ORDER  -  SECOND    CLASS 0
 OO0097
 OO0097.The horizontal coordinates were scaled from a topographic map and have
 OO0097.an estimated accuracy of +/- 6 seconds.
 OO0097
 OO0097.The orthometric height was determined by differential leveling
 OO0097.and adjusted by the National Geodetic Survey in June 1991..
 OO0097
 OO0097.The geoid height was determined by GEOID03.
 OO0097
 OO0097.The dynamic height is computed by dividing the NAVD 88
 OO0097.geopotential number by the normal gravity value computed on the
 OO0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0097.degrees latitude (g = 980.6199 gals.).
 OO0097
 OO0097.The modeled gravity was interpolated from observed gravity values.
 OO0097
 OO0097;                    North         East    Units  Estimated Accuracy
 OO0097;SPC MN S     -   207,810.      946,510.      MT  (+/- 180 meters Scaled)
 OO0097
 OO0097                          SUPERSEDED SURVEY CONTROL
 OO0097
 OO0097  NGVD 29 (??/??/92)  394.269  (m)         1293.53   (f) ADJ UNCH    2 0
 OO0097
 OO0097.Superseded values are not recommended for survey control.
 OO0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0097.See file dsdata.txt to determine how the superseded data were derived.
 OO0097
 OO0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ662672(NAD 83)
 OO0097_MARKER: DD = SURVEY DISK
 OO0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0097_SP_SET: MONUMENT
 OO0097_STAMPING: 5580-BZ 1970
 OO0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0097
 OO0097  HISTORY     - Date     Condition        Report By
 OO0097  HISTORY     - 1970     MONUMENTED       MNDT
 OO0097
 OO0097                          STATION DESCRIPTION
 OO0097
 OO0097'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0097'2.1 MI SW FROM DOVER.
 OO0097'MARK IS LOCATED ABOUT 0.2 MILES (1,000 FEET) EAST OF COUNTY ROAD 32,
 OO0097'119 FEET NORTH OF FAI 90 WESTBOUND CENTERLINE, 100 FEET SOUTHEAST OF A
 OO0097'18 INCH OAK TREE, 1 FOOT SOUTH OF A STEEL WITNESS POST IN THE TOP OF A
 OO0097'6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4
 OO0097'SECTION 29, T 106N, R 11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0367 ***********************************************************************
 OO0367  DESIGNATION -  5580 C
 OO0367  PID         -  OO0367
 OO0367  STATE/COUNTY-  MN/OLMSTED
 OO0367  USGS QUAD   -  HIGH FOREST (1974)
 OO0367
 OO0367                         *CURRENT SURVEY CONTROL
 OO0367  ___________________________________________________________________
 OO0367* NAD 83(1986)-  43 50 38.     (N)    092 32 29.     (W)     SCALED    
 OO0367* NAVD 88     -       373.600  (meters)    1225.72   (feet)  ADJUSTED  
 OO0367  ___________________________________________________________________
 OO0367  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO0367  DYNAMIC HT  -         373.517 (meters)    1225.45  (feet)  COMP
 OO0367  MODELED GRAV-     980,387.8   (mgal)                       NAVD 88
 OO0367
 OO0367  VERT ORDER  -  SECOND    CLASS 0
 OO0367
 OO0367.The horizontal coordinates were scaled from a topographic map and have
 OO0367.an estimated accuracy of +/- 6 seconds.
 OO0367
 OO0367.The orthometric height was determined by differential leveling
 OO0367.and adjusted by the National Geodetic Survey in June 1991..
 OO0367
 OO0367.The geoid height was determined by GEOID03.
 OO0367
 OO0367.The dynamic height is computed by dividing the NAVD 88
 OO0367.geopotential number by the normal gravity value computed on the
 OO0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0367.degrees latitude (g = 980.6199 gals.).
 OO0367
 OO0367.The modeled gravity was interpolated from observed gravity values.
 OO0367
 OO0367;                    North         East    Units  Estimated Accuracy
 OO0367;SPC MN S     -   194,810.      917,290.      MT  (+/- 180 meters Scaled)
 OO0367
 OO0367                          SUPERSEDED SURVEY CONTROL
 OO0367
 OO0367  NGVD 29 (??/??/92)  373.573  (m)         1225.63   (f) ADJ UNCH    2 0
 OO0367
 OO0367.Superseded values are not recommended for survey control.
 OO0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0367.See file dsdata.txt to determine how the superseded data were derived.
 OO0367
 OO0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ368546(NAD 83)
 OO0367_MARKER: DD = SURVEY DISK
 OO0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0367_SP_SET: BRIDGE
 OO0367_STAMPING: 5580-C 1966
 OO0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0367
 OO0367  HISTORY     - Date     Condition        Report By
 OO0367  HISTORY     - 1966     MONUMENTED       MNDT
 OO0367  HISTORY     - 1970     GOOD             MNDT
 OO0367
 OO0367                          STATION DESCRIPTION
 OO0367
 OO0367'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0367'2.9 MI W FROM STEWARTVILLE.
 OO0367'MARK IS LOCATED ABOUT 0.7 MILES NORTH OF THE OLMSTED-MOWER COUNTY
 OO0367'LINE, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9857, FAI 90 WESTBOUND
 OO0367'OVER THE ROOT RIVER.  NW 1/4 SECTION 5, T104N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0096 ***********************************************************************
 OO0096  DESIGNATION -  5580 CA
 OO0096  PID         -  OO0096
 OO0096  STATE/COUNTY-  MN/OLMSTED
 OO0096  USGS QUAD   -  EYOTA (1974)
 OO0096
 OO0096                         *CURRENT SURVEY CONTROL
 OO0096  ___________________________________________________________________
 OO0096* NAD 83(1986)-  43 57 19.     (N)    092 10 02.     (W)     SCALED    
 OO0096* NAVD 88     -       386.246  (meters)    1267.21   (feet)  ADJUSTED  
 OO0096  ___________________________________________________________________
 OO0096  GEOID HEIGHT-         -29.83  (meters)                     GEOID03
 OO0096  DYNAMIC HT  -         386.177 (meters)    1266.98  (feet)  COMP
 OO0096  MODELED GRAV-     980,428.9   (mgal)                       NAVD 88
 OO0096
 OO0096  VERT ORDER  -  SECOND    CLASS 0
 OO0096
 OO0096.The horizontal coordinates were scaled from a topographic map and have
 OO0096.an estimated accuracy of +/- 6 seconds.
 OO0096
 OO0096.The orthometric height was determined by differential leveling
 OO0096.and adjusted by the National Geodetic Survey in June 1991..
 OO0096
 OO0096.The geoid height was determined by GEOID03.
 OO0096
 OO0096.The dynamic height is computed by dividing the NAVD 88
 OO0096.geopotential number by the normal gravity value computed on the
 OO0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0096.degrees latitude (g = 980.6199 gals.).
 OO0096
 OO0096.The modeled gravity was interpolated from observed gravity values.
 OO0096
 OO0096;                    North         East    Units  Estimated Accuracy
 OO0096;SPC MN S     -   207,790.      947,090.      MT  (+/- 180 meters Scaled)
 OO0096
 OO0096                          SUPERSEDED SURVEY CONTROL
 OO0096
 OO0096  NGVD 29 (??/??/92)  386.234  (m)         1267.17   (f) ADJ UNCH    2 0
 OO0096
 OO0096.Superseded values are not recommended for survey control.
 OO0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0096.See file dsdata.txt to determine how the superseded data were derived.
 OO0096
 OO0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ668672(NAD 83)
 OO0096_MARKER: DD = SURVEY DISK
 OO0096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0096_SP_SET: MONUMENT
 OO0096_STAMPING: 5580-CA 1970
 OO0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0096
 OO0096  HISTORY     - Date     Condition        Report By
 OO0096  HISTORY     - 1970     MONUMENTED       MNDT
 OO0096
 OO0096                          STATION DESCRIPTION
 OO0096
 OO0096'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0096'1.8 MI SW FROM DOVER.
 OO0096'MARK IS LOCATED ABOUT 1.4 MILES WEST OF COUNTY ROAD 10, 0.6 MILES EAST
 OO0096'OF COUNTY ROAD 32, 380 FEET EAST OF A (NORTH-SOUTH) SINGLE POLE POWER
 OO0096'LINE CROSSING, 119 FEET NORTH OF FAI 90 WESTBOUND CENTERLINE STATION
 OO0096'1202 + 00, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN THE TOP OF A 6
 OO0096'FOOT PRE-CAST CONCRETE MONUMENT, SET FLUSH WITH GROUND.  NE 1/4
 OO0096'SECTION 29, T 106N, R 11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0095 ***********************************************************************
 OO0095  DESIGNATION -  5580 CB
 OO0095  PID         -  OO0095
 OO0095  STATE/COUNTY-  MN/OLMSTED
 OO0095  USGS QUAD   -  EYOTA (1974)
 OO0095
 OO0095                         *CURRENT SURVEY CONTROL
 OO0095  ___________________________________________________________________
 OO0095* NAD 83(1986)-  43 57 19.     (N)    092 09 33.     (W)     SCALED    
 OO0095* NAVD 88     -       375.036  (meters)    1230.43   (feet)  ADJUSTED  
 OO0095  ___________________________________________________________________
 OO0095  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0095  DYNAMIC HT  -         374.969 (meters)    1230.21  (feet)  COMP
 OO0095  MODELED GRAV-     980,429.4   (mgal)                       NAVD 88
 OO0095
 OO0095  VERT ORDER  -  SECOND    CLASS 0
 OO0095
 OO0095.The horizontal coordinates were scaled from a topographic map and have
 OO0095.an estimated accuracy of +/- 6 seconds.
 OO0095
 OO0095.The orthometric height was determined by differential leveling
 OO0095.and adjusted by the National Geodetic Survey in June 1991..
 OO0095
 OO0095.The geoid height was determined by GEOID03.
 OO0095
 OO0095.The dynamic height is computed by dividing the NAVD 88
 OO0095.geopotential number by the normal gravity value computed on the
 OO0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0095.degrees latitude (g = 980.6199 gals.).
 OO0095
 OO0095.The modeled gravity was interpolated from observed gravity values.
 OO0095
 OO0095;                    North         East    Units  Estimated Accuracy
 OO0095;SPC MN S     -   207,810.      947,740.      MT  (+/- 180 meters Scaled)
 OO0095
 OO0095                          SUPERSEDED SURVEY CONTROL
 OO0095
 OO0095  NGVD 29 (??/??/92)  375.025  (m)         1230.39   (f) ADJ UNCH    2 0
 OO0095
 OO0095.Superseded values are not recommended for survey control.
 OO0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0095.See file dsdata.txt to determine how the superseded data were derived.
 OO0095
 OO0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ674672(NAD 83)
 OO0095_MARKER: DD = SURVEY DISK
 OO0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0095_SP_SET: MONUMENT
 OO0095_STAMPING: 5580-CB 1970
 OO0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0095
 OO0095  HISTORY     - Date     Condition        Report By
 OO0095  HISTORY     - 1970     MONUMENTED       MNDT
 OO0095
 OO0095                          STATION DESCRIPTION
 OO0095
 OO0095'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0095'1.6 MI SW FROM DOVER.
 OO0095'MARK IS LOCATED 1.0 MILES WEST OF COUNTY ROAD 10, 1.0 MILES EAST OF
 OO0095'COUNTY ROAD 32, 1,500 FEET WEST OF A TWIN BOX CULVERT UNDER FAI 90,
 OO0095'119 FEET NORTH OF FAI 90 WESTBOUND CENTERLINE STATION 1224 + 00, 75
 OO0095'FEET WEST OF A TOWNSHIP ROAD (DEAD-END), 1 FOOT SOUTH OF A STEEL
 OO0095'WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT
 OO0095'PROJECTING 2 INCHES ABOVE GROUND.  NE 1/4 SECTION 29, T 106N, R 11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0094 ***********************************************************************
 OO0094  DESIGNATION -  5580 CC
 OO0094  PID         -  OO0094
 OO0094  STATE/COUNTY-  MN/OLMSTED
 OO0094  USGS QUAD   -  EYOTA (1974)
 OO0094
 OO0094                         *CURRENT SURVEY CONTROL
 OO0094  ___________________________________________________________________
 OO0094* NAD 83(1986)-  43 57 19.     (N)    092 09 24.     (W)     SCALED    
 OO0094* NAVD 88     -       367.899  (meters)    1207.02   (feet)  ADJUSTED  
 OO0094  ___________________________________________________________________
 OO0094  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0094  DYNAMIC HT  -         367.833 (meters)    1206.80  (feet)  COMP
 OO0094  MODELED GRAV-     980,429.5   (mgal)                       NAVD 88
 OO0094
 OO0094  VERT ORDER  -  SECOND    CLASS 0
 OO0094
 OO0094.The horizontal coordinates were scaled from a topographic map and have
 OO0094.an estimated accuracy of +/- 6 seconds.
 OO0094
 OO0094.The orthometric height was determined by differential leveling
 OO0094.and adjusted by the National Geodetic Survey in June 1991..
 OO0094
 OO0094.The geoid height was determined by GEOID03.
 OO0094
 OO0094.The dynamic height is computed by dividing the NAVD 88
 OO0094.geopotential number by the normal gravity value computed on the
 OO0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0094.degrees latitude (g = 980.6199 gals.).
 OO0094
 OO0094.The modeled gravity was interpolated from observed gravity values.
 OO0094
 OO0094;                    North         East    Units  Estimated Accuracy
 OO0094;SPC MN S     -   207,810.      947,940.      MT  (+/- 180 meters Scaled)
 OO0094
 OO0094                          SUPERSEDED SURVEY CONTROL
 OO0094
 OO0094  NGVD 29 (??/??/92)  367.888  (m)         1206.98   (f) ADJ UNCH    2 0
 OO0094
 OO0094.Superseded values are not recommended for survey control.
 OO0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0094.See file dsdata.txt to determine how the superseded data were derived.
 OO0094
 OO0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ676672(NAD 83)
 OO0094_MARKER: DD = SURVEY DISK
 OO0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0094_SP_SET: CULVERT
 OO0094_STAMPING: 5580-CC 1970
 OO0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0094
 OO0094  HISTORY     - Date     Condition        Report By
 OO0094  HISTORY     - 1970     MONUMENTED       MNDT
 OO0094
 OO0094                          STATION DESCRIPTION
 OO0094
 OO0094'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0094'1.5 MI SW FROM DOVER.
 OO0094'MARK IS LOCATED ABOUT 0.9 MILES WEST OF COUNTY ROAD 10, 800 FEET WEST
 OO0094'OF TWIN BOX CULVERT UNDER FAI 90, 600 FEET EAST OF A TOWNSHIP ROAD
 OO0094'(DEAD-END), 119 FEET NORTH OF FAI 90 WESTBOUND CENTERLINE STATION 1231
 OO0094'+ 00, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT
 OO0094'PRE-CAST CONCRETE CULVERT PROJECTING 2 INCHES ABOVE GROUND.  NW 1/4
 OO0094'SECTION 28, T 106N, R 11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0093 ***********************************************************************
 OO0093  DESIGNATION -  5580 CD
 OO0093  PID         -  OO0093
 OO0093  STATE/COUNTY-  MN/OLMSTED
 OO0093  USGS QUAD   -  EYOTA (1974)
 OO0093
 OO0093                         *CURRENT SURVEY CONTROL
 OO0093  ___________________________________________________________________
 OO0093* NAD 83(1986)-  43 57 16.     (N)    092 09 13.     (W)     SCALED    
 OO0093* NAVD 88     -       363.184  (meters)    1191.55   (feet)  ADJUSTED  
 OO0093  ___________________________________________________________________
 OO0093  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0093  DYNAMIC HT  -         363.120 (meters)    1191.34  (feet)  COMP
 OO0093  MODELED GRAV-     980,429.6   (mgal)                       NAVD 88
 OO0093
 OO0093  VERT ORDER  -  SECOND    CLASS 0
 OO0093
 OO0093.The horizontal coordinates were scaled from a topographic map and have
 OO0093.an estimated accuracy of +/- 6 seconds.
 OO0093
 OO0093.The orthometric height was determined by differential leveling
 OO0093.and adjusted by the National Geodetic Survey in June 1991..
 OO0093
 OO0093.The geoid height was determined by GEOID03.
 OO0093
 OO0093.The dynamic height is computed by dividing the NAVD 88
 OO0093.geopotential number by the normal gravity value computed on the
 OO0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0093.degrees latitude (g = 980.6199 gals.).
 OO0093
 OO0093.The modeled gravity was interpolated from observed gravity values.
 OO0093
 OO0093;                    North         East    Units  Estimated Accuracy
 OO0093;SPC MN S     -   207,720.      948,190.      MT  (+/- 180 meters Scaled)
 OO0093
 OO0093                          SUPERSEDED SURVEY CONTROL
 OO0093
 OO0093  NGVD 29 (??/??/92)  363.174  (m)         1191.51   (f) ADJ UNCH    2 0
 OO0093
 OO0093.Superseded values are not recommended for survey control.
 OO0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0093.See file dsdata.txt to determine how the superseded data were derived.
 OO0093
 OO0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ679671(NAD 83)
 OO0093_MARKER: DD = SURVEY DISK
 OO0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0093_SP_SET: CULVERT
 OO0093_STAMPING: 5580-CD 1970
 OO0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0093
 OO0093  HISTORY     - Date     Condition        Report By
 OO0093  HISTORY     - 1970     MONUMENTED       MNDT
 OO0093
 OO0093                          STATION DESCRIPTION
 OO0093
 OO0093'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0093'1.45 MI SW FROM DOVER.
 OO0093'MARK IS LOCATED ABOUT 0.7 MILES WEST OF COUNTY ROAD 10, 75 FEET SOUTH
 OO0093'OF FAI 90 EASTBOUND CENTERLINE STATION 1239 + 00, IN THE EAST END OF
 OO0093'THE SOUTH HEADWALL OF A DOUBLE BOX CULVERT UNDER FAI 90.  SW 1/4
 OO0093'SECTION 28, T 106N, R 11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0092 ***********************************************************************
 OO0092  DESIGNATION -  5580 CE
 OO0092  PID         -  OO0092
 OO0092  STATE/COUNTY-  MN/OLMSTED
 OO0092  USGS QUAD   -  EYOTA (1974)
 OO0092
 OO0092                         *CURRENT SURVEY CONTROL
 OO0092  ___________________________________________________________________
 OO0092* NAD 83(1986)-  43 57 19.     (N)    092 09 03.     (W)     SCALED    
 OO0092* NAVD 88     -       373.798  (meters)    1226.37   (feet)  ADJUSTED  
 OO0092  ___________________________________________________________________
 OO0092  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0092  DYNAMIC HT  -         373.731 (meters)    1226.15  (feet)  COMP
 OO0092  MODELED GRAV-     980,429.7   (mgal)                       NAVD 88
 OO0092
 OO0092  VERT ORDER  -  SECOND    CLASS 0
 OO0092
 OO0092.The horizontal coordinates were scaled from a topographic map and have
 OO0092.an estimated accuracy of +/- 6 seconds.
 OO0092
 OO0092.The orthometric height was determined by differential leveling
 OO0092.and adjusted by the National Geodetic Survey in June 1991..
 OO0092
 OO0092.The geoid height was determined by GEOID03.
 OO0092
 OO0092.The dynamic height is computed by dividing the NAVD 88
 OO0092.geopotential number by the normal gravity value computed on the
 OO0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0092.degrees latitude (g = 980.6199 gals.).
 OO0092
 OO0092.The modeled gravity was interpolated from observed gravity values.
 OO0092
 OO0092;                    North         East    Units  Estimated Accuracy
 OO0092;SPC MN S     -   207,820.      948,410.      MT  (+/- 180 meters Scaled)
 OO0092
 OO0092                          SUPERSEDED SURVEY CONTROL
 OO0092
 OO0092  NGVD 29 (??/??/92)  373.787  (m)         1226.33   (f) ADJ UNCH    2 0
 OO0092
 OO0092.Superseded values are not recommended for survey control.
 OO0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0092.See file dsdata.txt to determine how the superseded data were derived.
 OO0092
 OO0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ681672(NAD 83)
 OO0092_MARKER: DD = SURVEY DISK
 OO0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0092_SP_SET: MONUMENT
 OO0092_STAMPING: 5580-CE 1970
 OO0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0092
 OO0092  HISTORY     - Date     Condition        Report By
 OO0092  HISTORY     - 1970     MONUMENTED       MNDT
 OO0092
 OO0092                          STATION DESCRIPTION
 OO0092
 OO0092'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0092'1.3 MI SW FROM DOVER.
 OO0092'MARK IS LOCATED ABOUT 0.6 MILES WEST OF COUNTY ROAD 10, 250 FEET
 OO0092'NORTHEAST OF AN EMERGENCY CROSS-OVER, 119 FEET NORTH OF FAI 90
 OO0092'WESTBOUND CENTERLINE STATION 1248 + 00, 2 FEET NORTHWEST OF A STEEL
 OO0092'WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET
 OO0092'FLUSH WITH THE GROUND.  NW 1/4 SECTION 28, T 106N, R 11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0091 ***********************************************************************
 OO0091  DESIGNATION -  5580 CF
 OO0091  PID         -  OO0091
 OO0091  STATE/COUNTY-  MN/OLMSTED
 OO0091  USGS QUAD   -  EYOTA (1974)
 OO0091
 OO0091                         *CURRENT SURVEY CONTROL
 OO0091  ___________________________________________________________________
 OO0091* NAD 83(1986)-  43 57 17.     (N)    092 08 39.     (W)     SCALED    
 OO0091* NAVD 88     -       375.554  (meters)    1232.13   (feet)  ADJUSTED  
 OO0091  ___________________________________________________________________
 OO0091  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0091  DYNAMIC HT  -         375.487 (meters)    1231.91  (feet)  COMP
 OO0091  MODELED GRAV-     980,430.0   (mgal)                       NAVD 88
 OO0091
 OO0091  VERT ORDER  -  SECOND    CLASS 0
 OO0091
 OO0091.The horizontal coordinates were scaled from a topographic map and have
 OO0091.an estimated accuracy of +/- 6 seconds.
 OO0091
 OO0091.The orthometric height was determined by differential leveling
 OO0091.and adjusted by the National Geodetic Survey in June 1991..
 OO0091
 OO0091.The geoid height was determined by GEOID03.
 OO0091
 OO0091.The dynamic height is computed by dividing the NAVD 88
 OO0091.geopotential number by the normal gravity value computed on the
 OO0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0091.degrees latitude (g = 980.6199 gals.).
 OO0091
 OO0091.The modeled gravity was interpolated from observed gravity values.
 OO0091
 OO0091;                    North         East    Units  Estimated Accuracy
 OO0091;SPC MN S     -   207,770.      948,950.      MT  (+/- 180 meters Scaled)
 OO0091
 OO0091                          SUPERSEDED SURVEY CONTROL
 OO0091
 OO0091  NGVD 29 (??/??/92)  375.543  (m)         1232.09   (f) ADJ UNCH    2 0
 OO0091
 OO0091.Superseded values are not recommended for survey control.
 OO0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0091.See file dsdata.txt to determine how the superseded data were derived.
 OO0091
 OO0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ686672(NAD 83)
 OO0091_MARKER: DD = SURVEY DISK
 OO0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0091_SP_SET: MONUMENT
 OO0091_STAMPING: 5580-CF 1970
 OO0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0091
 OO0091  HISTORY     - Date     Condition        Report By
 OO0091  HISTORY     - 1970     MONUMENTED       MNDT
 OO0091
 OO0091                          STATION DESCRIPTION
 OO0091
 OO0091'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0091'1.3 MI S FROM DOVER.
 OO0091'MARK IS LOCATED ABOUT 0.3 MILES (1400 FEET) WEST OF COUNTY ROAD 10,
 OO0091'184 FEET SOUTH OF FAI 90 EASTBOUND CENTERLINE STATION 1264+00, 150
 OO0091'FEET EAST OF A SMALL CREEK, 3 FEET NORTHEAST OF A RIGHT-OF-WAY SIGN, 1
 OO0091'FOOT NORTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST
 OO0091'CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 28, T
 OO0091'106N, R 11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1622 ***********************************************************************
 OO1622  DESIGNATION -  5580 CG RESET
 OO1622  PID         -  OO1622
 OO1622  STATE/COUNTY-  MN/OLMSTED
 OO1622  USGS QUAD   -  EYOTA (1974)
 OO1622
 OO1622                         *CURRENT SURVEY CONTROL
 OO1622  ___________________________________________________________________
 OO1622* NAD 83(1986)-  43 57 17.     (N)    092 08 19.     (W)     SCALED    
 OO1622* NAVD 88     -       372.00   (meters)    1220.5    (feet)  RESET     
 OO1622  ___________________________________________________________________
 OO1622  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 OO1622
 OO1622  VERT ORDER  -  THIRD
 OO1622
 OO1622.The horizontal coordinates were scaled from a topographic map and have
 OO1622.an estimated accuracy of +/- 6 seconds.
 OO1622
 OO1622.The orthometric height was computed from unverified reset data.
 OO1622.No vertical observational check was made to the station.
 OO1622
 OO1622.The geoid height was determined by GEOID03.
 OO1622
 OO1622;                    North         East    Units  Estimated Accuracy
 OO1622;SPC MN S     -   207,780.      949,390.      MT  (+/- 180 meters Scaled)
 OO1622
 OO1622                          SUPERSEDED SURVEY CONTROL
 OO1622
 OO1622  NGVD 29 (04/14/03)  371.99   (m)         1220.4    (f) RESET       3  
 OO1622
 OO1622.Superseded values are not recommended for survey control.
 OO1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1622.See file dsdata.txt to determine how the superseded data were derived.
 OO1622
 OO1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ691672(NAD 83)
 OO1622_MARKER: DD = SURVEY DISK
 OO1622_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1622_SP_SET: BRIDGE ABUTMENT
 OO1622_STAMPING: 5580 CG RESET 1982
 OO1622_MARK LOGO: MNDT  
 OO1622_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1622
 OO1622  HISTORY     - Date     Condition        Report By
 OO1622  HISTORY     - 1982     MONUMENTED       MNDT
 OO1622
 OO1622                          STATION DESCRIPTION
 OO1622
 OO1622'DESCRIBED BY MN DEPT OF TRANSP 1982
 OO1622'0.7 MILES SOUTH OF DOVER AT EAST BOUND TRUNK HIGHWAY 90 OVER COUNTY
 OO1622'AID HIGHWAY 10, IN THE SOUTHEAST ABUTMENT OF BRIDGE 55816 RIGHT OF
 OO1622'EAST BOUND STATION 1278.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0089 ***********************************************************************
 OO0089  DESIGNATION -  5580 CH
 OO0089  PID         -  OO0089
 OO0089  STATE/COUNTY-  MN/OLMSTED
 OO0089  USGS QUAD   -  EYOTA (1974)
 OO0089
 OO0089                         *CURRENT SURVEY CONTROL
 OO0089  ___________________________________________________________________
 OO0089* NAD 83(1996)-  43 57 16.26200(N)    092 07 57.73858(W)     ADJUSTED  
 OO0089* NAVD 88     -       373.627  (meters)    1225.81   (feet)  ADJUSTED  
 OO0089  ___________________________________________________________________
 OO0089  X           -    -171,156.464 (meters)                     COMP
 OO0089  Y           -  -4,596,047.157 (meters)                     COMP
 OO0089  Z           -   4,404,693.531 (meters)                     COMP
 OO0089  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 OO0089  ELLIP HEIGHT-         343.79  (meters)          (02/05/03) GPS OBS
 OO0089  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 OO0089  DYNAMIC HT  -         373.560 (meters)    1225.59  (feet)  COMP
 OO0089  MODELED GRAV-     980,430.3   (mgal)                       NAVD 88
 OO0089
 OO0089  HORZ ORDER  -  FIRST
 OO0089  VERT ORDER  -  SECOND    CLASS 0
 OO0089  ELLP ORDER  -  THIRD     CLASS II
 OO0089
 OO0089.The horizontal coordinates were established by GPS observations
 OO0089.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0089
 OO0089.The orthometric height was determined by differential leveling
 OO0089.and adjusted by the National Geodetic Survey in June 1991..
 OO0089
 OO0089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0089
 OO0089.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0089
 OO0089.The ellipsoidal height was determined by GPS observations
 OO0089.and is referenced to NAD 83.
 OO0089
 OO0089.The geoid height was determined by GEOID03.
 OO0089
 OO0089.The dynamic height is computed by dividing the NAVD 88
 OO0089.geopotential number by the normal gravity value computed on the
 OO0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0089.degrees latitude (g = 980.6199 gals.).
 OO0089
 OO0089.The modeled gravity was interpolated from observed gravity values.
 OO0089
 OO0089;                    North         East     Units Scale Factor Converg.
 OO0089;SPC MN S     -   207,770.334   949,865.040   MT  0.99996731   +1 18 31.8
 OO0089;UTM  15      - 4,867,186.765   569,587.791   MT  0.99965956   +0 36 07.2
 OO0089
 OO0089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0089!SPC MN S     -   0.99994609  x   0.99996731  =   0.99991341
 OO0089!UTM  15      -   0.99994609  x   0.99965956  =   0.99960567
 OO0089
 OO0089                          SUPERSEDED SURVEY CONTROL
 OO0089
 OO0089  NAVD 88 (02/05/03)  373.63   (m)         1225.8    (f) LEVELING    3  
 OO0089  NGVD 29 (??/??/92)  373.616  (m)         1225.77   (f) ADJ UNCH    2 0
 OO0089
 OO0089.Superseded values are not recommended for survey control.
 OO0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0089.See file dsdata.txt to determine how the superseded data were derived.
 OO0089
 OO0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6958867187(NAD 83)
 OO0089_MARKER: DB = BENCH MARK DISK
 OO0089_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0089_SP_SET: MONUMENT
 OO0089_STAMPING: 5580 CH 1970
 OO0089_MARK LOGO: MNDT  
 OO0089_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0089+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1996
 OO0089
 OO0089  HISTORY     - Date     Condition        Report By
 OO0089  HISTORY     - 1970     MONUMENTED       MNDT
 OO0089  HISTORY     - 19961017 GOOD             MNDT
 OO0089
 OO0089                          STATION DESCRIPTION
 OO0089
 OO0089'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0089'1.3 MI S FROM DOVER.
 OO0089'MARK IS LOCATED ABOUT 0.3 MILES (1600 FEET) EAST OF COUNTY ROAD 10,
 OO0089'183 FEET SOUTH OF FAI 90 EASTBOUND CENTERLINE STATION 1294+00, 30 FEET
 OO0089'EAST OF A FENCE CORNER, 1 FOOT NORTH OF A STEEL WITNESS POST, IN THE
 OO0089'TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 OO0089'SW 1/4 SECTION 27, T 106N, R 11W.
 OO0089
 OO0089                          STATION RECOVERY (1996)
 OO0089
 OO0089'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0089'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0089'THE MARK IS 1.3 MI (2.1 KM) SE OF DOVER, 0.3 MI (0.5 KM) EAST ALONG
 OO0089'FAI 90 FROM JCT OF FAI 90 AND CO RD 10 (1 MI SOUTH OF DOVER) , AT FAI
 OO0089'90 MP 229.4, 98 FT (29.9 M) SOUTH OF EB FAI 90, 2.2 FT (0.7 M) WEST OF
 OO0089'FENCE CORNER, 0.3 FT (9.1 CM) NORTH OF FENCE, 0.5 FT (15.2 CM) NORTH
 OO0089'OF WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0088 ***********************************************************************
 OO0088  DESIGNATION -  5580 CJ
 OO0088  PID         -  OO0088
 OO0088  STATE/COUNTY-  MN/OLMSTED
 OO0088  USGS QUAD   -  EYOTA (1974)
 OO0088
 OO0088                         *CURRENT SURVEY CONTROL
 OO0088  ___________________________________________________________________
 OO0088* NAD 83(1986)-  43 57 20.     (N)    092 07 34.     (W)     SCALED    
 OO0088* NAVD 88     -       383.856  (meters)    1259.37   (feet)  ADJUSTED  
 OO0088  ___________________________________________________________________
 OO0088  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 OO0088  DYNAMIC HT  -         383.789 (meters)    1259.15  (feet)  COMP
 OO0088  MODELED GRAV-     980,430.6   (mgal)                       NAVD 88
 OO0088
 OO0088  VERT ORDER  -  SECOND    CLASS 0
 OO0088
 OO0088.The horizontal coordinates were scaled from a topographic map and have
 OO0088.an estimated accuracy of +/- 6 seconds.
 OO0088
 OO0088.The orthometric height was determined by differential leveling
 OO0088.and adjusted by the National Geodetic Survey in June 1991..
 OO0088
 OO0088.The geoid height was determined by GEOID03.
 OO0088
 OO0088.The dynamic height is computed by dividing the NAVD 88
 OO0088.geopotential number by the normal gravity value computed on the
 OO0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0088.degrees latitude (g = 980.6199 gals.).
 OO0088
 OO0088.The modeled gravity was interpolated from observed gravity values.
 OO0088
 OO0088;                    North         East    Units  Estimated Accuracy
 OO0088;SPC MN S     -   207,900.      950,390.      MT  (+/- 180 meters Scaled)
 OO0088
 OO0088                          SUPERSEDED SURVEY CONTROL
 OO0088
 OO0088  NGVD 29 (??/??/92)  383.845  (m)         1259.33   (f) ADJ UNCH    2 0
 OO0088
 OO0088.Superseded values are not recommended for survey control.
 OO0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0088.See file dsdata.txt to determine how the superseded data were derived.
 OO0088
 OO0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ701673(NAD 83)
 OO0088_MARKER: DD = SURVEY DISK
 OO0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0088_SP_SET: MONUMENT
 OO0088_STAMPING: 5580-CJ 1970
 OO0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0088
 OO0088  HISTORY     - Date     Condition        Report By
 OO0088  HISTORY     - 1970     MONUMENTED       MNDT
 OO0088
 OO0088                          STATION DESCRIPTION
 OO0088
 OO0088'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0088'1.4 MI SE FROM DOVER.
 OO0088'MARK IS LOCATED ABOUT 0.6 MILES EAST OF COUNTY ROAD 10, 500 FEET
 OO0088'NORTHEAST OF AN EMERGENCY CROSS-OVER, 129 FEET NORTH OF FAI 90
 OO0088'WESTBOUND CENTERLINE STATION 1311+00, 40 FEET WEST OF A FENCE CORNER,
 OO0088'1 FOOT SOUTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST
 OO0088'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 27, T
 OO0088'106N, R 11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0084 ***********************************************************************
 OO0084  DESIGNATION -  5580 CK
 OO0084  PID         -  OO0084
 OO0084  STATE/COUNTY-  MN/OLMSTED
 OO0084  USGS QUAD   -  ST CHARLES (1974)
 OO0084
 OO0084                         *CURRENT SURVEY CONTROL
 OO0084  ___________________________________________________________________
 OO0084* NAD 83(1986)-  43 57 19.     (N)    092 07 04.     (W)     SCALED    
 OO0084* NAVD 88     -       386.127  (meters)    1266.82   (feet)  ADJUSTED  
 OO0084  ___________________________________________________________________
 OO0084  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO0084  DYNAMIC HT  -         386.059 (meters)    1266.60  (feet)  COMP
 OO0084  MODELED GRAV-     980,430.8   (mgal)                       NAVD 88
 OO0084
 OO0084  VERT ORDER  -  SECOND    CLASS 0
 OO0084
 OO0084.The horizontal coordinates were scaled from a topographic map and have
 OO0084.an estimated accuracy of +/- 6 seconds.
 OO0084
 OO0084.The orthometric height was determined by differential leveling
 OO0084.and adjusted by the National Geodetic Survey in June 1991..
 OO0084
 OO0084.The geoid height was determined by GEOID03.
 OO0084
 OO0084.The dynamic height is computed by dividing the NAVD 88
 OO0084.geopotential number by the normal gravity value computed on the
 OO0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0084.degrees latitude (g = 980.6199 gals.).
 OO0084
 OO0084.The modeled gravity was interpolated from observed gravity values.
 OO0084
 OO0084;                    North         East    Units  Estimated Accuracy
 OO0084;SPC MN S     -   207,880.      951,060.      MT  (+/- 180 meters Scaled)
 OO0084
 OO0084                          SUPERSEDED SURVEY CONTROL
 OO0084
 OO0084  NGVD 29 (??/??/92)  386.116  (m)         1266.78   (f) ADJ UNCH    2 0
 OO0084
 OO0084.Superseded values are not recommended for survey control.
 OO0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0084.See file dsdata.txt to determine how the superseded data were derived.
 OO0084
 OO0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ707672(NAD 83)
 OO0084_MARKER: DD = SURVEY DISK
 OO0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0084_SP_SET: MONUMENT
 OO0084_STAMPING: 5580-CK 1970
 OO0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0084
 OO0084  HISTORY     - Date     Condition        Report By
 OO0084  HISTORY     - 1970     MONUMENTED       MNDT
 OO0084  HISTORY     - 1974     MARK NOT FOUND   USGS
 OO0084
 OO0084                          STATION DESCRIPTION
 OO0084
 OO0084'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0084'1.6 MI SE FROM DOVER.
 OO0084'MARK IS LOCATED 1.0 MILES EAST OF COUNTY ROAD 10, 1300 FEET WEST OF A
 OO0084'CREEK, 99 FEET NORTH OF FAI 90 WESTBOUND CENTERLINE STATION 1330+00, 5
 OO0084'FEET WEST OF A REFERENCE POST (P.C.) 1 FOOT SOUTH OF A STEEL WITNESS
 OO0084'POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH
 OO0084'THE GROUND.  AT THE 1/4 CORNER SECTION 27/26, T 106N, R 11W.
 OO0084
 OO0084                          STATION RECOVERY (1974)
 OO0084
 OO0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OO0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0083 ***********************************************************************
 OO0083  DESIGNATION -  5580 CL
 OO0083  PID         -  OO0083
 OO0083  STATE/COUNTY-  MN/OLMSTED
 OO0083  USGS QUAD   -  ST CHARLES (1974)
 OO0083
 OO0083                         *CURRENT SURVEY CONTROL
 OO0083  ___________________________________________________________________
 OO0083* NAD 83(1986)-  43 57 16.     (N)    092 06 36.     (W)     SCALED    
 OO0083* NAVD 88     -       376.254  (meters)    1234.43   (feet)  ADJUSTED  
 OO0083  ___________________________________________________________________
 OO0083  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO0083  DYNAMIC HT  -         376.188 (meters)    1234.21  (feet)  COMP
 OO0083  MODELED GRAV-     980,430.9   (mgal)                       NAVD 88
 OO0083
 OO0083  VERT ORDER  -  SECOND    CLASS 0
 OO0083
 OO0083.The horizontal coordinates were scaled from a topographic map and have
 OO0083.an estimated accuracy of +/- 6 seconds.
 OO0083
 OO0083.The orthometric height was determined by differential leveling
 OO0083.and adjusted by the National Geodetic Survey in June 1991..
 OO0083
 OO0083.The geoid height was determined by GEOID03.
 OO0083
 OO0083.The dynamic height is computed by dividing the NAVD 88
 OO0083.geopotential number by the normal gravity value computed on the
 OO0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0083.degrees latitude (g = 980.6199 gals.).
 OO0083
 OO0083.The modeled gravity was interpolated from observed gravity values.
 OO0083
 OO0083;                    North         East    Units  Estimated Accuracy
 OO0083;SPC MN S     -   207,800.      951,690.      MT  (+/- 180 meters Scaled)
 OO0083
 OO0083                          SUPERSEDED SURVEY CONTROL
 OO0083
 OO0083  NGVD 29 (??/??/92)  376.244  (m)         1234.39   (f) ADJ UNCH    2 0
 OO0083
 OO0083.Superseded values are not recommended for survey control.
 OO0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0083.See file dsdata.txt to determine how the superseded data were derived.
 OO0083
 OO0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ714671(NAD 83)
 OO0083_MARKER: DD = SURVEY DISK
 OO0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0083_SP_SET: MONUMENT
 OO0083_STAMPING: 5580-CL 1970
 OO0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0083
 OO0083  HISTORY     - Date     Condition        Report By
 OO0083  HISTORY     - 1970     MONUMENTED       MNDT
 OO0083
 OO0083                          STATION DESCRIPTION
 OO0083
 OO0083'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0083'1.9 MI SE FROM DOVER.
 OO0083'MARK IS LOCATED ABOUT 1.4 MILES EAST OF COUNTY ROAD 10, 0.2 MILES WEST
 OO0083'OF A TOWNSHIP ROAD (DEAD-END) 600 FEET EAST OF A SMALL CREEK, 184 FEET
 OO0083'SOUTH OF FAI 90 EASTBOUND CENTERLINE STATION 1352+80, 1 FOOT NORTH OF
 OO0083'A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE
 OO0083'MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 26, T 106N, R 11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0082 ***********************************************************************
 OO0082  DESIGNATION -  5580 CM
 OO0082  PID         -  OO0082
 OO0082  STATE/COUNTY-  MN/OLMSTED
 OO0082  USGS QUAD   -  ST CHARLES (1974)
 OO0082
 OO0082                         *CURRENT SURVEY CONTROL
 OO0082  ___________________________________________________________________
 OO0082* NAD 83(1986)-  43 57 17.     (N)    092 06 12.     (W)     SCALED    
 OO0082* NAVD 88     -       372.940  (meters)    1223.55   (feet)  ADJUSTED  
 OO0082  ___________________________________________________________________
 OO0082  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 OO0082  DYNAMIC HT  -         372.874 (meters)    1223.34  (feet)  COMP
 OO0082  MODELED GRAV-     980,431.0   (mgal)                       NAVD 88
 OO0082
 OO0082  VERT ORDER  -  SECOND    CLASS 0
 OO0082
 OO0082.The horizontal coordinates were scaled from a topographic map and have
 OO0082.an estimated accuracy of +/- 6 seconds.
 OO0082
 OO0082.The orthometric height was determined by differential leveling
 OO0082.and adjusted by the National Geodetic Survey in June 1991..
 OO0082
 OO0082.The geoid height was determined by GEOID03.
 OO0082
 OO0082.The dynamic height is computed by dividing the NAVD 88
 OO0082.geopotential number by the normal gravity value computed on the
 OO0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0082.degrees latitude (g = 980.6199 gals.).
 OO0082
 OO0082.The modeled gravity was interpolated from observed gravity values.
 OO0082
 OO0082;                    North         East    Units  Estimated Accuracy
 OO0082;SPC MN S     -   207,850.      952,220.      MT  (+/- 180 meters Scaled)
 OO0082
 OO0082                          SUPERSEDED SURVEY CONTROL
 OO0082
 OO0082  NGVD 29 (??/??/92)  372.929  (m)         1223.52   (f) ADJ UNCH    2 0
 OO0082
 OO0082.Superseded values are not recommended for survey control.
 OO0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0082.See file dsdata.txt to determine how the superseded data were derived.
 OO0082
 OO0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ719672(NAD 83)
 OO0082_MARKER: DD = SURVEY DISK
 OO0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0082_SP_SET: MONUMENT
 OO0082_STAMPING: 5580-CM 1970
 OO0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0082
 OO0082  HISTORY     - Date     Condition        Report By
 OO0082  HISTORY     - 1970     MONUMENTED       MNDT
 OO0082  HISTORY     - 1974     MARK NOT FOUND   USGS
 OO0082
 OO0082                          STATION DESCRIPTION
 OO0082
 OO0082'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0082'2.0 MI SW FROM ST CHARLES.
 OO0082'MARK IS LOCATED ABOUT 1.8 MILES EAST OF COUNTY ROAD 10, 1.2 MILES WEST
 OO0082'OF THE OLMSTED-WINONA COUNTY LINE, 0.4 MILES EAST OF A TOWNSHIP ROAD
 OO0082'(DEAD-END), 500 FEET EAST OF A SMALL CREEK, 218 FEET SOUTH OF FAI 90,
 OO0082'EASTBOUND CENTERLINE STATION 1375+00, 1 FOOT NORTH OF A STEEL WITNESS
 OO0082'POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH
 OO0082'THE GROUND.  SE 1/4 SECTION 26, T 106N, R 11W.
 OO0082
 OO0082                          STATION RECOVERY (1974)
 OO0082
 OO0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OO0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0081 ***********************************************************************
 OO0081  DESIGNATION -  5580 CN
 OO0081  PID         -  OO0081
 OO0081  STATE/COUNTY-  MN/OLMSTED
 OO0081  USGS QUAD   -  ST CHARLES (1974)
 OO0081
 OO0081                         *CURRENT SURVEY CONTROL
 OO0081  ___________________________________________________________________
 OO0081* NAD 83(1996)-  43 57 19.15628(N)    092 05 51.94166(W)     ADJUSTED  
 OO0081* NAVD 88     -       377.642  (meters)    1238.98   (feet)  ADJUSTED  
 OO0081  ___________________________________________________________________
 OO0081  X           -    -168,351.227 (meters)                     COMP
 OO0081  Y           -  -4,596,091.600 (meters)                     COMP
 OO0081  Z           -   4,404,760.618 (meters)                     COMP
 OO0081  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 OO0081  ELLIP HEIGHT-         347.79  (meters)          (02/05/03) GPS OBS
 OO0081  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 OO0081  DYNAMIC HT  -         377.576 (meters)    1238.76  (feet)  COMP
 OO0081  MODELED GRAV-     980,431.1   (mgal)                       NAVD 88
 OO0081
 OO0081  HORZ ORDER  -  FIRST
 OO0081  VERT ORDER  -  SECOND    CLASS 0
 OO0081  ELLP ORDER  -  THIRD     CLASS II
 OO0081
 OO0081.The horizontal coordinates were established by GPS observations
 OO0081.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0081
 OO0081.The orthometric height was determined by differential leveling
 OO0081.and adjusted by the National Geodetic Survey in June 1991..
 OO0081
 OO0081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0081
 OO0081.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0081
 OO0081.The ellipsoidal height was determined by GPS observations
 OO0081.and is referenced to NAD 83.
 OO0081
 OO0081.The geoid height was determined by GEOID03.
 OO0081
 OO0081.The dynamic height is computed by dividing the NAVD 88
 OO0081.geopotential number by the normal gravity value computed on the
 OO0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0081.degrees latitude (g = 980.6199 gals.).
 OO0081
 OO0081.The modeled gravity was interpolated from observed gravity values.
 OO0081
 OO0081;                    North         East     Units Scale Factor Converg.
 OO0081;SPC MN S     -   207,924.300   952,666.956   MT  0.99996717   +1 19 60.0
 OO0081;UTM  15      - 4,867,306.113   572,390.538   MT  0.99966445   +0 37 34.6
 OO0081
 OO0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0081!SPC MN S     -   0.99994547  x   0.99996717  =   0.99991264
 OO0081!UTM  15      -   0.99994547  x   0.99966445  =   0.99960994
 OO0081
 OO0081                          SUPERSEDED SURVEY CONTROL
 OO0081
 OO0081  NAVD 88 (02/05/03)  377.64   (m)         1239.0    (f) LEVELING    3  
 OO0081  NGVD 29 (??/??/92)  377.632  (m)         1238.95   (f) ADJ UNCH    2 0
 OO0081
 OO0081.Superseded values are not recommended for survey control.
 OO0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0081.See file dsdata.txt to determine how the superseded data were derived.
 OO0081
 OO0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7239167306(NAD 83)
 OO0081_MARKER: DB = BENCH MARK DISK
 OO0081_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0081_SP_SET: MONUMENT
 OO0081_STAMPING: 5580 CN 1970
 OO0081_MARK LOGO: MNDT  
 OO0081_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0081+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1996
 OO0081
 OO0081  HISTORY     - Date     Condition        Report By
 OO0081  HISTORY     - 1970     MONUMENTED       MNDT
 OO0081  HISTORY     - 19961017 GOOD             MNDT
 OO0081
 OO0081                          STATION DESCRIPTION
 OO0081
 OO0081'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0081'1.8 MI SW FROM ST CHARLES.
 OO0081'MARK IS LOCATED ABOUT 2.1 MILES EAST OF COUNTY ROAD 10, 0.9 MILES WEST
 OO0081'OF THE OLMSTED-WINONA COUNTY LINE, 500 FEET WEST OF A SMALL CREEK, 120
 OO0081'FEET NORTH OF FAI 90 WESTBOUND CENTERLINE STATION 1386+00, 1 FOOT
 OO0081'SOUTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST
 OO0081'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 25, T
 OO0081'106, R 11.
 OO0081
 OO0081                          STATION RECOVERY (1996)
 OO0081
 OO0081'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0081'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0081'THE MARK IS 1.8 MI (2.9 KM) SW OF ST CHARLES, 1.65 MI (2.66 KM) WEST
 OO0081'ALONG FAI 90 FROM JCT OF FAI 90 AND TH 74 IN ST CHARLES, 2.1 MI (3.4
 OO0081'KM) EAST ALONG FAI 90 FROM JCT OF CO RD 10, AT FAI 90 MP 231.2, AT FAI
 OO0081'90 STA 1386+00, 0.9 MI (1.4 KM) WEST OF EAST OLMSTEAD CO LINE, 500 FT
 OO0081'(152.4 M) WEST OF SMALL CREEK, 129 FT (39.3 M) NORTH OF WB FAI 90, 0.6
 OO0081'FT (18.3 CM) SOUTH OF R/W FENCE, 0.5 FT (15.2 CM) SOUTH OF WIT POST,
 OO0081'FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0080 ***********************************************************************
 OO0080  DESIGNATION -  5580 CP
 OO0080  PID         -  OO0080
 OO0080  STATE/COUNTY-  MN/OLMSTED
 OO0080  USGS QUAD   -  ST CHARLES (1974)
 OO0080
 OO0080                         *CURRENT SURVEY CONTROL
 OO0080  ___________________________________________________________________
 OO0080* NAD 83(1986)-  43 57 16.     (N)    092 05 32.     (W)     SCALED    
 OO0080* NAVD 88     -       380.572  (meters)    1248.59   (feet)  ADJUSTED  
 OO0080  ___________________________________________________________________
 OO0080  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 OO0080  DYNAMIC HT  -         380.505 (meters)    1248.37  (feet)  COMP
 OO0080  MODELED GRAV-     980,431.1   (mgal)                       NAVD 88
 OO0080
 OO0080  VERT ORDER  -  SECOND    CLASS 0
 OO0080
 OO0080.The horizontal coordinates were scaled from a topographic map and have
 OO0080.an estimated accuracy of +/- 6 seconds.
 OO0080
 OO0080.The orthometric height was determined by differential leveling
 OO0080.and adjusted by the National Geodetic Survey in June 1991..
 OO0080
 OO0080.The geoid height was determined by GEOID03.
 OO0080
 OO0080.The dynamic height is computed by dividing the NAVD 88
 OO0080.geopotential number by the normal gravity value computed on the
 OO0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0080.degrees latitude (g = 980.6199 gals.).
 OO0080
 OO0080.The modeled gravity was interpolated from observed gravity values.
 OO0080
 OO0080;                    North         East    Units  Estimated Accuracy
 OO0080;SPC MN S     -   207,840.      953,110.      MT  (+/- 180 meters Scaled)
 OO0080
 OO0080                          SUPERSEDED SURVEY CONTROL
 OO0080
 OO0080  NGVD 29 (??/??/92)  380.562  (m)         1248.56   (f) ADJ UNCH    2 0
 OO0080
 OO0080.Superseded values are not recommended for survey control.
 OO0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0080.See file dsdata.txt to determine how the superseded data were derived.
 OO0080
 OO0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ728672(NAD 83)
 OO0080_MARKER: DD = SURVEY DISK
 OO0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0080_SP_SET: MONUMENT
 OO0080_STAMPING: 5580-CP 1970
 OO0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0080
 OO0080  HISTORY     - Date     Condition        Report By
 OO0080  HISTORY     - 1970     MONUMENTED       MNDT
 OO0080
 OO0080                          STATION DESCRIPTION
 OO0080
 OO0080'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0080'1.7 MI SW FROM ST CHARLES.
 OO0080'MARK IS LOCATED ABOUT 2.3 MILES EAST OF COUNTY ROAD 10, 0.7 MILES WEST
 OO0080'OF THE OLMSTED-WINONA COUNTY LINE, 300 FEET EAST OF A SMALL CREEK, 218
 OO0080'FEET SOUTH OF FAI 90 EASTBOUND STATION 1397+00, 1 FOOT NORTH OF A
 OO0080'STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT
 OO0080'SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 25, T 106N, R 11W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0079 ***********************************************************************
 OO0079  DESIGNATION -  5580 CQ
 OO0079  PID         -  OO0079
 OO0079  STATE/COUNTY-  MN/OLMSTED
 OO0079  USGS QUAD   -  ST CHARLES (1974)
 OO0079
 OO0079                         *CURRENT SURVEY CONTROL
 OO0079  ___________________________________________________________________
 OO0079* NAD 83(1986)-  43 57 16.     (N)    092 05 17.     (W)     SCALED    
 OO0079* NAVD 88     -       390.974  (meters)    1282.72   (feet)  ADJUSTED  
 OO0079  ___________________________________________________________________
 OO0079  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 OO0079  DYNAMIC HT  -         390.906 (meters)    1282.50  (feet)  COMP
 OO0079  MODELED GRAV-     980,431.1   (mgal)                       NAVD 88
 OO0079
 OO0079  VERT ORDER  -  SECOND    CLASS I
 OO0079
 OO0079.The horizontal coordinates were scaled from a topographic map and have
 OO0079.an estimated accuracy of +/- 6 seconds.
 OO0079
 OO0079.The orthometric height was determined by differential leveling
 OO0079.and adjusted by the National Geodetic Survey in June 1991..
 OO0079
 OO0079.The geoid height was determined by GEOID03.
 OO0079
 OO0079.The dynamic height is computed by dividing the NAVD 88
 OO0079.geopotential number by the normal gravity value computed on the
 OO0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0079.degrees latitude (g = 980.6199 gals.).
 OO0079
 OO0079.The modeled gravity was interpolated from observed gravity values.
 OO0079
 OO0079;                    North         East    Units  Estimated Accuracy
 OO0079;SPC MN S     -   207,850.      953,450.      MT  (+/- 180 meters Scaled)
 OO0079
 OO0079                          SUPERSEDED SURVEY CONTROL
 OO0079
 OO0079  NGVD 29 (??/??/92)  390.964  (m)         1282.69   (f) ADJ UNCH    2 0
 OO0079
 OO0079.Superseded values are not recommended for survey control.
 OO0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0079.See file dsdata.txt to determine how the superseded data were derived.
 OO0079
 OO0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ731672(NAD 83)
 OO0079_MARKER: DD = SURVEY DISK
 OO0079_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0079_SP_SET: MONUMENT
 OO0079_STAMPING: 5580 CQ 1970
 OO0079_MARK LOGO: MNHD  
 OO0079_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OO0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0079+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2001
 OO0079
 OO0079  HISTORY     - Date     Condition        Report By
 OO0079  HISTORY     - 1970     MONUMENTED       MNHD
 OO0079  HISTORY     - 20010322 GOOD             MNDT
 OO0079
 OO0079                          STATION DESCRIPTION
 OO0079
 OO0079'DESCRIBED BY MN HIGHWAY DEPT 1970
 OO0079'1.5 MI SW FROM ST CHARLES.
 OO0079'MARK IS LOCATED ABOUT 0.5 MILES WEST OF THE OLMSTED-WINONA COUNTY
 OO0079'LINE, 300 FEET EAST OF A CULVERT, 99 FEET NORTH OF FAI 90 WESTBOUND
 OO0079'CENTERLINE STATION 1411+00, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN
 OO0079'THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE
 OO0079'GROUND.  SE 1/4 SECTION 25, T 106N, R 11W.
 OO0079
 OO0079                          STATION RECOVERY (2001)
 OO0079
 OO0079'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 OO0079'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OO0079'FAI 90 MP 31.75.  A RR SPIKE SET ADJACENT TO MARK MAKES IT MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0078 ***********************************************************************
 OO0078  DESIGNATION -  5580 CR
 OO0078  PID         -  OO0078
 OO0078  STATE/COUNTY-  MN/OLMSTED
 OO0078  USGS QUAD   -  ST CHARLES (1974)
 OO0078
 OO0078                         *CURRENT SURVEY CONTROL
 OO0078  ___________________________________________________________________
 OO0078* NAD 83(1986)-  43 57 08.     (N)    092 05 00.     (W)     SCALED    
 OO0078* NAVD 88     -       399.614  (meters)    1311.07   (feet)  ADJUSTED  
 OO0078  ___________________________________________________________________
 OO0078  GEOID HEIGHT-         -29.88  (meters)                     GEOID03
 OO0078  DYNAMIC HT  -         399.544 (meters)    1310.84  (feet)  COMP
 OO0078  MODELED GRAV-     980,430.9   (mgal)                       NAVD 88
 OO0078
 OO0078  VERT ORDER  -  SECOND    CLASS I
 OO0078
 OO0078.The horizontal coordinates were scaled from a topographic map and have
 OO0078.an estimated accuracy of +/- 6 seconds.
 OO0078
 OO0078.The orthometric height was determined by differential leveling
 OO0078.and adjusted by the National Geodetic Survey in June 1991..
 OO0078
 OO0078.The geoid height was determined by GEOID03.
 OO0078
 OO0078.The dynamic height is computed by dividing the NAVD 88
 OO0078.geopotential number by the normal gravity value computed on the
 OO0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0078.degrees latitude (g = 980.6199 gals.).
 OO0078
 OO0078.The modeled gravity was interpolated from observed gravity values.
 OO0078
 OO0078;                    North         East    Units  Estimated Accuracy
 OO0078;SPC MN S     -   207,610.      953,830.      MT  (+/- 180 meters Scaled)
 OO0078
 OO0078                          SUPERSEDED SURVEY CONTROL
 OO0078
 OO0078  NGVD 29 (??/??/92)  399.603  (m)         1311.03   (f) ADJ UNCH    2 0
 OO0078
 OO0078.Superseded values are not recommended for survey control.
 OO0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0078.See file dsdata.txt to determine how the superseded data were derived.
 OO0078
 OO0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ735669(NAD 83)
 OO0078_MARKER: DD = SURVEY DISK
 OO0078_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0078_SP_SET: MONUMENT
 OO0078_STAMPING: 5580 CR 1970
 OO0078_MARK LOGO: MNHD  
 OO0078_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OO0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0078+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2001
 OO0078
 OO0078  HISTORY     - Date     Condition        Report By
 OO0078  HISTORY     - 1970     MONUMENTED       MNHD
 OO0078  HISTORY     - 1974     MARK NOT FOUND   USGS
 OO0078  HISTORY     - 20010322 GOOD             MNDT
 OO0078
 OO0078                          STATION DESCRIPTION
 OO0078
 OO0078'DESCRIBED BY MN HIGHWAY DEPT 1970
 OO0078'1.5 MI SW FROM ST CHARLES.
 OO0078'MARK IS LOCATED ABOUT 0.25 MILES (1200 FEET) WEST OF THE
 OO0078'OLMSTED-WINONA COUNTY LINE, 183 FEET SOUTH OF FAI 90 EASTBOUND
 OO0078'CENTERLINE STATION 1425+00, 60 FEET EAST OF A FENCE CORNER (WOOD) 2
 OO0078'FEET NORTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST
 OO0078'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 25, T
 OO0078'106N, R 11W.
 OO0078
 OO0078                          STATION RECOVERY (1974)
 OO0078
 OO0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OO0078'MARK NOT FOUND.
 OO0078
 OO0078                          STATION RECOVERY (2001)
 OO0078
 OO0078'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 OO0078'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 OO0078'SW OF ST AT FAI 90 MP 231.95, A RR SPIKE SET ADJACENT TO MARK MAKES IT
 OO0078'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0366 ***********************************************************************
 OO0366  DESIGNATION -  5580 D
 OO0366  PID         -  OO0366
 OO0366  STATE/COUNTY-  MN/OLMSTED
 OO0366  USGS QUAD   -  HIGH FOREST (1974)
 OO0366
 OO0366                         *CURRENT SURVEY CONTROL
 OO0366  ___________________________________________________________________
 OO0366* NAD 83(1986)-  43 50 59.     (N)    092 32 08.     (W)     SCALED    
 OO0366* NAVD 88     -       369.505  (meters)    1212.28   (feet)  ADJUSTED  
 OO0366  ___________________________________________________________________
 OO0366  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO0366  DYNAMIC HT  -         369.424 (meters)    1212.02  (feet)  COMP
 OO0366  MODELED GRAV-     980,389.2   (mgal)                       NAVD 88
 OO0366
 OO0366  VERT ORDER  -  SECOND    CLASS 0
 OO0366
 OO0366.The horizontal coordinates were scaled from a topographic map and have
 OO0366.an estimated accuracy of +/- 6 seconds.
 OO0366
 OO0366.The orthometric height was determined by differential leveling
 OO0366.and adjusted by the National Geodetic Survey in June 1991..
 OO0366
 OO0366.The geoid height was determined by GEOID03.
 OO0366
 OO0366.The dynamic height is computed by dividing the NAVD 88
 OO0366.geopotential number by the normal gravity value computed on the
 OO0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0366.degrees latitude (g = 980.6199 gals.).
 OO0366
 OO0366.The modeled gravity was interpolated from observed gravity values.
 OO0366
 OO0366;                    North         East    Units  Estimated Accuracy
 OO0366;SPC MN S     -   195,470.      917,750.      MT  (+/- 180 meters Scaled)
 OO0366
 OO0366                          SUPERSEDED SURVEY CONTROL
 OO0366
 OO0366  NGVD 29 (??/??/92)  369.480  (m)         1212.20   (f) ADJ UNCH    2 0
 OO0366
 OO0366.Superseded values are not recommended for survey control.
 OO0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0366.See file dsdata.txt to determine how the superseded data were derived.
 OO0366
 OO0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ373552(NAD 83)
 OO0366_MARKER: DD = SURVEY DISK
 OO0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0366_SP_SET: CULVERT
 OO0366_STAMPING: 5580-D 1966
 OO0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0366
 OO0366  HISTORY     - Date     Condition        Report By
 OO0366  HISTORY     - 1966     MONUMENTED       MNDT
 OO0366  HISTORY     - 1970     GOOD             MNDT
 OO0366
 OO0366                          STATION DESCRIPTION
 OO0366
 OO0366'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0366'2.7 MI W FROM STEWARTVILLE.
 OO0366'MARK IS LOCATED ABOUT 1.1 MILES NORTH OF THE OLMSTED - MOWER COUNTY
 OO0366'LINE, IN THE SOUTHEAST CORNER OF A BOX CULVERT UNDER FAI 90 AT A SMALL
 OO0366'CREEK.  SW 1/4 SECTION 32, T 105N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0365 ***********************************************************************
 OO0365  DESIGNATION -  5580 E
 OO0365  PID         -  OO0365
 OO0365  STATE/COUNTY-  MN/OLMSTED
 OO0365  USGS QUAD   -  HIGH FOREST (1974)
 OO0365
 OO0365                         *CURRENT SURVEY CONTROL
 OO0365  ___________________________________________________________________
 OO0365* NAD 83(1986)-  43 51 25.     (N)    092 31 46.     (W)     SCALED    
 OO0365* NAVD 88     -       376.787  (meters)    1236.18   (feet)  ADJUSTED  
 OO0365  ___________________________________________________________________
 OO0365  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO0365  DYNAMIC HT  -         376.705 (meters)    1235.91  (feet)  COMP
 OO0365  MODELED GRAV-     980,390.6   (mgal)                       NAVD 88
 OO0365
 OO0365  VERT ORDER  -  SECOND    CLASS 0
 OO0365
 OO0365.The horizontal coordinates were scaled from a topographic map and have
 OO0365.an estimated accuracy of +/- 6 seconds.
 OO0365
 OO0365.The orthometric height was determined by differential leveling
 OO0365.and adjusted by the National Geodetic Survey in June 1991..
 OO0365
 OO0365.The geoid height was determined by GEOID03.
 OO0365
 OO0365.The dynamic height is computed by dividing the NAVD 88
 OO0365.geopotential number by the normal gravity value computed on the
 OO0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0365.degrees latitude (g = 980.6199 gals.).
 OO0365
 OO0365.The modeled gravity was interpolated from observed gravity values.
 OO0365
 OO0365;                    North         East    Units  Estimated Accuracy
 OO0365;SPC MN S     -   196,280.      918,220.      MT  (+/- 180 meters Scaled)
 OO0365
 OO0365                          SUPERSEDED SURVEY CONTROL
 OO0365
 OO0365  NGVD 29 (??/??/92)  376.761  (m)         1236.09   (f) ADJ UNCH    2 0
 OO0365
 OO0365.Superseded values are not recommended for survey control.
 OO0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0365.See file dsdata.txt to determine how the superseded data were derived.
 OO0365
 OO0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ378560(NAD 83)
 OO0365_MARKER: DD = SURVEY DISK
 OO0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0365_SP_SET: MONUMENT
 OO0365_STAMPING: 5580-E 1966
 OO0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0365
 OO0365  HISTORY     - Date     Condition        Report By
 OO0365  HISTORY     - 1966     MONUMENTED       MNDT
 OO0365  HISTORY     - 1970     GOOD             MNDT
 OO0365
 OO0365                          STATION DESCRIPTION
 OO0365
 OO0365'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0365'2.0 MI W FROM STEWARTVILLE.
 OO0365'MARK IS LOCATED ABOUT 1.3 MILES NORTH OF COUNTY ROAD 6, 0.4 MILES
 OO0365'SOUTH OF COUNTY ROAD 35, 98 FEET WEST OF FAI 90, WEST BOUND CENTERLINE
 OO0365'STATION 103 + 00, 2 FEET EAST OF THE NORTH RIGHT-OF-WAY FENCE, 1 FOOT
 OO0365'EAST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE
 OO0365'MONUMENT, PROJECTING 2 INCHES ABOVE GROUND.  NEAR THE CENTER SECTION
 OO0365'32, T 105N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0364 ***********************************************************************
 OO0364  DESIGNATION -  5580 F
 OO0364  PID         -  OO0364
 OO0364  STATE/COUNTY-  MN/OLMSTED
 OO0364  USGS QUAD   -  HIGH FOREST (1974)
 OO0364
 OO0364                         *CURRENT SURVEY CONTROL
 OO0364  ___________________________________________________________________
 OO0364* NAD 83(1986)-  43 51 46.     (N)    092 31 20.     (W)     SCALED    
 OO0364* NAVD 88     -       392.741  (meters)    1288.52   (feet)  ADJUSTED  
 OO0364  ___________________________________________________________________
 OO0364  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 OO0364  DYNAMIC HT  -         392.657 (meters)    1288.24  (feet)  COMP
 OO0364  MODELED GRAV-     980,392.3   (mgal)                       NAVD 88
 OO0364
 OO0364  VERT ORDER  -  SECOND    CLASS 0
 OO0364
 OO0364.The horizontal coordinates were scaled from a topographic map and have
 OO0364.an estimated accuracy of +/- 6 seconds.
 OO0364
 OO0364.The orthometric height was determined by differential leveling
 OO0364.and adjusted by the National Geodetic Survey in June 1991..
 OO0364
 OO0364.The geoid height was determined by GEOID03.
 OO0364
 OO0364.The dynamic height is computed by dividing the NAVD 88
 OO0364.geopotential number by the normal gravity value computed on the
 OO0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0364.degrees latitude (g = 980.6199 gals.).
 OO0364
 OO0364.The modeled gravity was interpolated from observed gravity values.
 OO0364
 OO0364;                    North         East    Units  Estimated Accuracy
 OO0364;SPC MN S     -   196,940.      918,790.      MT  (+/- 180 meters Scaled)
 OO0364
 OO0364                          SUPERSEDED SURVEY CONTROL
 OO0364
 OO0364  NGVD 29 (??/??/92)  392.715  (m)         1288.43   (f) ADJ UNCH    2 0
 OO0364
 OO0364.Superseded values are not recommended for survey control.
 OO0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0364.See file dsdata.txt to determine how the superseded data were derived.
 OO0364
 OO0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ383567(NAD 83)
 OO0364_MARKER: DD = SURVEY DISK
 OO0364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0364_SP_SET: BRIDGE
 OO0364_STAMPING: 5580-F 1966
 OO0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0364
 OO0364  HISTORY     - Date     Condition        Report By
 OO0364  HISTORY     - 1966     MONUMENTED       MNDT
 OO0364  HISTORY     - 1970     GOOD             MNDT
 OO0364
 OO0364                          STATION DESCRIPTION
 OO0364
 OO0364'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0364'2.0 MI W FROM STEWARTVILLE.
 OO0364'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9859, COUNTY
 OO0364'ROAD 8 OVER FAI 90.  NE 1/4 SECTION 32, T 105N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0363 ***********************************************************************
 OO0363  DESIGNATION -  5580 G
 OO0363  PID         -  OO0363
 OO0363  STATE/COUNTY-  MN/OLMSTED
 OO0363  USGS QUAD   -  HIGH FOREST (1974)
 OO0363
 OO0363                         *CURRENT SURVEY CONTROL
 OO0363  ___________________________________________________________________
 OO0363* NAD 83(1986)-  43 51 59.     (N)    092 31 09.     (W)     SCALED    
 OO0363* NAVD 88     -       377.422  (meters)    1238.26   (feet)  ADJUSTED  
 OO0363  ___________________________________________________________________
 OO0363  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 OO0363  DYNAMIC HT  -         377.341 (meters)    1237.99  (feet)  COMP
 OO0363  MODELED GRAV-     980,393.0   (mgal)                       NAVD 88
 OO0363
 OO0363  VERT ORDER  -  SECOND    CLASS 0
 OO0363
 OO0363.The horizontal coordinates were scaled from a topographic map and have
 OO0363.an estimated accuracy of +/- 6 seconds.
 OO0363
 OO0363.The orthometric height was determined by differential leveling
 OO0363.and adjusted by the National Geodetic Survey in June 1991..
 OO0363
 OO0363.The geoid height was determined by GEOID03.
 OO0363
 OO0363.The dynamic height is computed by dividing the NAVD 88
 OO0363.geopotential number by the normal gravity value computed on the
 OO0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0363.degrees latitude (g = 980.6199 gals.).
 OO0363
 OO0363.The modeled gravity was interpolated from observed gravity values.
 OO0363
 OO0363;                    North         East    Units  Estimated Accuracy
 OO0363;SPC MN S     -   197,350.      919,030.      MT  (+/- 180 meters Scaled)
 OO0363
 OO0363                          SUPERSEDED SURVEY CONTROL
 OO0363
 OO0363  NGVD 29 (??/??/92)  377.396  (m)         1238.17   (f) ADJ UNCH    2 0
 OO0363
 OO0363.Superseded values are not recommended for survey control.
 OO0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0363.See file dsdata.txt to determine how the superseded data were derived.
 OO0363
 OO0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ386571(NAD 83)
 OO0363_MARKER: DD = SURVEY DISK
 OO0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0363_SP_SET: CULVERT
 OO0363_STAMPING: 5580-G 1966
 OO0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0363
 OO0363  HISTORY     - Date     Condition        Report By
 OO0363  HISTORY     - 1966     MONUMENTED       MNDT
 OO0363  HISTORY     - 1970     GOOD             MNDT
 OO0363
 OO0363                          STATION DESCRIPTION
 OO0363
 OO0363'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0363'2.0 MI W FROM STEWARTVILLE.
 OO0363'MARK IS LOCATED ABOUT 0.3 MILES NORTH OF COUNTY ROAD 8, IN THE
 OO0363'SOUTHWEST CORNER OF A DOUBLE BOX CULVERT UNDER FAI 90 AT I-90 STATION
 OO0363'156+00.  SW 1/4 SECTION 28, T 105N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0362 ***********************************************************************
 OO0362  DESIGNATION -  5580 H
 OO0362  PID         -  OO0362
 OO0362  STATE/COUNTY-  MN/OLMSTED
 OO0362  USGS QUAD   -  HIGH FOREST (1974)
 OO0362
 OO0362                         *CURRENT SURVEY CONTROL
 OO0362  ___________________________________________________________________
 OO0362* NAD 83(1986)-  43 52 12.     (N)    092 30 52.     (W)     SCALED    
 OO0362* NAVD 88     -       380.283  (meters)    1247.65   (feet)  ADJUSTED  
 OO0362  ___________________________________________________________________
 OO0362  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 OO0362  DYNAMIC HT  -         380.202 (meters)    1247.38  (feet)  COMP
 OO0362  MODELED GRAV-     980,394.0   (mgal)                       NAVD 88
 OO0362
 OO0362  VERT ORDER  -  SECOND    CLASS 0
 OO0362
 OO0362.The horizontal coordinates were scaled from a topographic map and have
 OO0362.an estimated accuracy of +/- 6 seconds.
 OO0362
 OO0362.The orthometric height was determined by differential leveling
 OO0362.and adjusted by the National Geodetic Survey in June 1991..
 OO0362
 OO0362.The geoid height was determined by GEOID03.
 OO0362
 OO0362.The dynamic height is computed by dividing the NAVD 88
 OO0362.geopotential number by the normal gravity value computed on the
 OO0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0362.degrees latitude (g = 980.6199 gals.).
 OO0362
 OO0362.The modeled gravity was interpolated from observed gravity values.
 OO0362
 OO0362;                    North         East    Units  Estimated Accuracy
 OO0362;SPC MN S     -   197,750.      919,400.      MT  (+/- 180 meters Scaled)
 OO0362
 OO0362                          SUPERSEDED SURVEY CONTROL
 OO0362
 OO0362  NGVD 29 (??/??/92)  380.257  (m)         1247.56   (f) ADJ UNCH    2 0
 OO0362
 OO0362.Superseded values are not recommended for survey control.
 OO0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0362.See file dsdata.txt to determine how the superseded data were derived.
 OO0362
 OO0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ390575(NAD 83)
 OO0362_MARKER: DD = SURVEY DISK
 OO0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0362_SP_SET: MONUMENT
 OO0362_STAMPING: 5580-H 1970
 OO0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0362
 OO0362  HISTORY     - Date     Condition        Report By
 OO0362  HISTORY     - 1970     MONUMENTED       MNDT
 OO0362
 OO0362                          STATION DESCRIPTION
 OO0362
 OO0362'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0362'2.0 MI NW FROM STEWARTVILLE.
 OO0362'MARK IS LOCATED ABOUT 2.0 MILES SOUTHWEST OF JUNCTION OF T.H. 63 AND
 OO0362'FAI 90, 2.5 MILES NORTHEAST OF COUNTY ROAD 6, 98 FEET EAST OF FAI 90
 OO0362'EASTBOUND CENTERLINE STATION 165+00, 75 FEET SOUTH OF A DEAD-END ROAD
 OO0362'EAST, 2 FEET WEST OF THE RIGHT OF WAY FENCE, 1 FOOT WEST OF A STEEL
 OO0362'WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET
 OO0362'ABOUT 2 INCHES BELOW GROUND.  NW 1/4 SECTION 28, T 105N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0361 ***********************************************************************
 OO0361  DESIGNATION -  5580 J
 OO0361  PID         -  OO0361
 OO0361  STATE/COUNTY-  MN/OLMSTED
 OO0361  USGS QUAD   -  SALEM CORNERS (1993)
 OO0361
 OO0361                         *CURRENT SURVEY CONTROL
 OO0361  ___________________________________________________________________
 OO0361* NAD 83(1986)-  43 52 38.     (N)    092 30 30.     (W)     SCALED    
 OO0361* NAVD 88     -       389.123  (meters)    1276.65   (feet)  ADJUSTED  
 OO0361  ___________________________________________________________________
 OO0361  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 OO0361  DYNAMIC HT  -         389.040 (meters)    1276.38  (feet)  COMP
 OO0361  MODELED GRAV-     980,395.0   (mgal)                       NAVD 88
 OO0361
 OO0361  VERT ORDER  -  SECOND    CLASS 0
 OO0361
 OO0361.The horizontal coordinates were scaled from a topographic map and have
 OO0361.an estimated accuracy of +/- 6 seconds.
 OO0361
 OO0361.The orthometric height was determined by differential leveling
 OO0361.and adjusted by the National Geodetic Survey in June 1991..
 OO0361
 OO0361.The geoid height was determined by GEOID03.
 OO0361
 OO0361.The dynamic height is computed by dividing the NAVD 88
 OO0361.geopotential number by the normal gravity value computed on the
 OO0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0361.degrees latitude (g = 980.6199 gals.).
 OO0361
 OO0361.The modeled gravity was interpolated from observed gravity values.
 OO0361
 OO0361;                    North         East    Units  Estimated Accuracy
 OO0361;SPC MN S     -   198,560.      919,880.      MT  (+/- 180 meters Scaled)
 OO0361
 OO0361                          SUPERSEDED SURVEY CONTROL
 OO0361
 OO0361  NGVD 29 (??/??/92)  389.096  (m)         1276.56   (f) ADJ UNCH    2 0
 OO0361
 OO0361.Superseded values are not recommended for survey control.
 OO0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0361.See file dsdata.txt to determine how the superseded data were derived.
 OO0361
 OO0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ395583(NAD 83)
 OO0361_MARKER: DD = SURVEY DISK
 OO0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0361_SP_SET: MONUMENT
 OO0361_STAMPING: 5580-J 1966
 OO0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0361
 OO0361  HISTORY     - Date     Condition        Report By
 OO0361  HISTORY     - 1966     MONUMENTED       MNDT
 OO0361  HISTORY     - 1970     GOOD             MNDT
 OO0361
 OO0361                          STATION DESCRIPTION
 OO0361
 OO0361'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0361'2.0 MI NW FROM STEWARTVILLE.
 OO0361'MARK IS LOCATED ABOUT 1.1 MILES SOUTHWEST OF THE JUNCTION OF T.H. 63
 OO0361'AND FAI 90, 150 FEET NORTHEAST OF A DEAD-END ROAD NORTH, 98 FEET
 OO0361'NORTHWEST OF FAI 90 WESTBOUND CENTERLINE STATION 196+50, 2 FEET EAST
 OO0361'OF THE RIGHT OF WAY FENCE, 1 FOOT EAST OF A STEEL WITNESS POST, IN THE
 OO0361'TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET 2 INCHES ABOVE GROUND.
 OO0361'NEAR 1/4 CORNER SECTION 21-28, T105N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0357 ***********************************************************************
 OO0357  DESIGNATION -  5580 K
 OO0357  PID         -  OO0357
 OO0357  STATE/COUNTY-  MN/OLMSTED
 OO0357  USGS QUAD   -  SALEM CORNERS (1993)
 OO0357
 OO0357                         *CURRENT SURVEY CONTROL
 OO0357  ___________________________________________________________________
 OO0357* NAD 83(1986)-  43 52 54.     (N)    092 30 05.     (W)     SCALED    
 OO0357* NAVD 88     -       393.067  (meters)    1289.59   (feet)  ADJUSTED  
 OO0357  ___________________________________________________________________
 OO0357  GEOID HEIGHT-         -29.87  (meters)                     GEOID03
 OO0357  DYNAMIC HT  -         392.984 (meters)    1289.32  (feet)  COMP
 OO0357  MODELED GRAV-     980,396.2   (mgal)                       NAVD 88
 OO0357
 OO0357  VERT ORDER  -  SECOND    CLASS 0
 OO0357
 OO0357.The horizontal coordinates were scaled from a topographic map and have
 OO0357.an estimated accuracy of +/- 6 seconds.
 OO0357
 OO0357.The orthometric height was determined by differential leveling
 OO0357.and adjusted by the National Geodetic Survey in June 1991..
 OO0357
 OO0357.The geoid height was determined by GEOID03.
 OO0357
 OO0357.The dynamic height is computed by dividing the NAVD 88
 OO0357.geopotential number by the normal gravity value computed on the
 OO0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0357.degrees latitude (g = 980.6199 gals.).
 OO0357
 OO0357.The modeled gravity was interpolated from observed gravity values.
 OO0357
 OO0357;                    North         East    Units  Estimated Accuracy
 OO0357;SPC MN S     -   199,070.      920,430.      MT  (+/- 180 meters Scaled)
 OO0357
 OO0357                          SUPERSEDED SURVEY CONTROL
 OO0357
 OO0357  NGVD 29 (??/??/92)  393.041  (m)         1289.50   (f) ADJ UNCH    2 0
 OO0357
 OO0357.Superseded values are not recommended for survey control.
 OO0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0357.See file dsdata.txt to determine how the superseded data were derived.
 OO0357
 OO0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ400588(NAD 83)
 OO0357_MARKER: DD = SURVEY DISK
 OO0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0357_SP_SET: MONUMENT
 OO0357_STAMPING: 5580-K 1966
 OO0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0357
 OO0357  HISTORY     - Date     Condition        Report By
 OO0357  HISTORY     - 1966     MONUMENTED       MNDT
 OO0357  HISTORY     - 1970     GOOD             MNDT
 OO0357
 OO0357                          STATION DESCRIPTION
 OO0357
 OO0357'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0357'2.0 MI NW FROM STEWARTVILLE.
 OO0357'MARK IS LOCATED ABOUT 0.7 MILES SOUTHWEST OF THE JUNCTION OF T.H. 63
 OO0357'AND FAI 90, 97 FEET NORTH OF FAI 90 WESTBOUND STATION 227+50 AT
 OO0357'HIGHWAY MILE POST 209, 3 FEET SOUTH OF THE RIGHT OF WAY FENCE, 1 FOOT
 OO0357'SOUTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST
 OO0357'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 22, T
 OO0357'105N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0356 ***********************************************************************
 OO0356  DESIGNATION -  5580 L
 OO0356  PID         -  OO0356
 OO0356  STATE/COUNTY-  MN/OLMSTED
 OO0356  USGS QUAD   -  SIMPSON (1993)
 OO0356
 OO0356                         *CURRENT SURVEY CONTROL
 OO0356  ___________________________________________________________________
 OO0356* NAD 83(1996)-  43 53 02.36959(N)    092 29 35.10692(W)     ADJUSTED  
 OO0356* NAVD 88     -       383.616  (meters)    1258.58   (feet)  ADJUSTED  
 OO0356  ___________________________________________________________________
 OO0356  X           -    -200,297.956 (meters)                     COMP
 OO0356  Y           -  -4,600,317.521 (meters)                     COMP
 OO0356  Z           -   4,399,055.601 (meters)                     COMP
 OO0356  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 OO0356  ELLIP HEIGHT-         353.74  (meters)          (02/05/03) GPS OBS
 OO0356  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO0356  DYNAMIC HT  -         383.536 (meters)    1258.32  (feet)  COMP
 OO0356  MODELED GRAV-     980,397.8   (mgal)                       NAVD 88
 OO0356
 OO0356  HORZ ORDER  -  FIRST
 OO0356  VERT ORDER  -  SECOND    CLASS 0
 OO0356  ELLP ORDER  -  THIRD     CLASS II
 OO0356
 OO0356.The horizontal coordinates were established by GPS observations
 OO0356.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0356
 OO0356.The orthometric height was determined by differential leveling
 OO0356.and adjusted by the National Geodetic Survey in June 1991..
 OO0356
 OO0356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0356
 OO0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0356
 OO0356.The ellipsoidal height was determined by GPS observations
 OO0356.and is referenced to NAD 83.
 OO0356
 OO0356.The geoid height was determined by GEOID03.
 OO0356
 OO0356.The dynamic height is computed by dividing the NAVD 88
 OO0356.geopotential number by the normal gravity value computed on the
 OO0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0356.degrees latitude (g = 980.6199 gals.).
 OO0356
 OO0356.The modeled gravity was interpolated from observed gravity values.
 OO0356
 OO0356;                    North         East     Units Scale Factor Converg.
 OO0356;SPC MN S     -   199,338.756   921,089.828   MT  0.99997971   +1 03 22.5
 OO0356;UTM  15      - 4,859,113.040   540,720.565   MT  0.99962039   +0 21 05.0
 OO0356
 OO0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0356!SPC MN S     -   0.99994453  x   0.99997971  =   0.99992425
 OO0356!UTM  15      -   0.99994453  x   0.99962039  =   0.99956495
 OO0356
 OO0356                          SUPERSEDED SURVEY CONTROL
 OO0356
 OO0356  NAVD 88 (02/05/03)  383.62   (m)         1258.6    (f) LEVELING    3  
 OO0356  NGVD 29 (??/??/92)  383.591  (m)         1258.50   (f) ADJ UNCH    2 0
 OO0356
 OO0356.Superseded values are not recommended for survey control.
 OO0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0356.See file dsdata.txt to determine how the superseded data were derived.
 OO0356
 OO0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4072159113(NAD 83)
 OO0356_MARKER: DB = BENCH MARK DISK
 OO0356_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0356_SP_SET: MONUMENT
 OO0356_STAMPING: 5580 L 1966
 OO0356_MARK LOGO: MNDT  
 OO0356_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0356+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1996
 OO0356
 OO0356  HISTORY     - Date     Condition        Report By
 OO0356  HISTORY     - 1966     MONUMENTED       MNDT
 OO0356  HISTORY     - 1970     GOOD             MNDT
 OO0356  HISTORY     - 19961017 GOOD             MNDT
 OO0356
 OO0356                          STATION DESCRIPTION
 OO0356
 OO0356'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0356'2.0 MI NW FROM STEWARTVILLE.
 OO0356'MARK IS LOCATED ABOUT 0.2 MILES WEST OF THE JUNCTION OF FAI 90 AND
 OO0356'T.H. 63, 96 FEET NORTH OF FAI 90 WESTBOUND STATION 243+25, NEAR THE
 OO0356'WEST END OF T.H. 63 ENTRANCE RAMP TO FAI 90 BETWEEN THE 2 WEST LIGHT
 OO0356'STANDARDS, 4 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE, 1.0 FEET
 OO0356'SOUTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST
 OO0356'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 22,
 OO0356'T105N, R 14W.
 OO0356
 OO0356                          STATION RECOVERY (1996)
 OO0356
 OO0356'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0356'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0356'THE MARK IS 2 MI (3.2 KM) NW OF STEWARTVILLE, 0.25 MI (0.40 KM) WEST
 OO0356'ALONG FAI 90 FROM JCT OF FAI 90 AND TH 63 (2 MI NORTH OF STEWARTVILLE)
 OO0356', 97 FT (29.6 M) NORTH OF WB FAI 90, AT FAI 90 MP 209.25, AT WEST END
 OO0356'OF ENT RAMP, 0.9 FT (27.4 CM) SE OF WIT POST, FLUSH, MAGNETIC AND
 OO0356'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0347 ***********************************************************************
 OO0347  DESIGNATION -  5580 M
 OO0347  PID         -  OO0347
 OO0347  STATE/COUNTY-  MN/OLMSTED
 OO0347  USGS QUAD   -  SIMPSON (1993)
 OO0347
 OO0347                         *CURRENT SURVEY CONTROL
 OO0347  ___________________________________________________________________
 OO0347* NAD 83(1986)-  43 53 06.     (N)    092 29 16.     (W)     SCALED    
 OO0347* NAVD 88     -       387.596  (meters)    1271.64   (feet)  ADJUSTED  
 OO0347  ___________________________________________________________________
 OO0347  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO0347  DYNAMIC HT  -         387.515 (meters)    1271.37  (feet)  COMP
 OO0347  MODELED GRAV-     980,398.6   (mgal)                       NAVD 88
 OO0347
 OO0347  VERT ORDER  -  SECOND    CLASS 0
 OO0347
 OO0347.The horizontal coordinates were scaled from a topographic map and have
 OO0347.an estimated accuracy of +/- 6 seconds.
 OO0347
 OO0347.The orthometric height was determined by differential leveling
 OO0347.and adjusted by the National Geodetic Survey in June 1991..
 OO0347
 OO0347.The geoid height was determined by GEOID03.
 OO0347
 OO0347.The dynamic height is computed by dividing the NAVD 88
 OO0347.geopotential number by the normal gravity value computed on the
 OO0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0347.degrees latitude (g = 980.6199 gals.).
 OO0347
 OO0347.The modeled gravity was interpolated from observed gravity values.
 OO0347
 OO0347;                    North         East    Units  Estimated Accuracy
 OO0347;SPC MN S     -   199,460.      921,510.      MT  (+/- 180 meters Scaled)
 OO0347
 OO0347                          SUPERSEDED SURVEY CONTROL
 OO0347
 OO0347  NGVD 29 (??/??/92)  387.571  (m)         1271.56   (f) ADJ UNCH    2 0
 OO0347
 OO0347.Superseded values are not recommended for survey control.
 OO0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0347.See file dsdata.txt to determine how the superseded data were derived.
 OO0347
 OO0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ411592(NAD 83)
 OO0347_MARKER: DD = SURVEY DISK
 OO0347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0347_SP_SET: BRIDGE
 OO0347_STAMPING: 5580-M 1970
 OO0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0347
 OO0347  HISTORY     - Date     Condition        Report By
 OO0347  HISTORY     - 1970     MONUMENTED       MNDT
 OO0347
 OO0347                          STATION DESCRIPTION
 OO0347
 OO0347'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0347'2.0 MI N FROM STEWARTVILLE.
 OO0347'MARK IS LOCATED IN THE SOUTHEAST CORNER OF T.H. 63 NORTHBOUND BRIDGE
 OO0347'NO. 9890 OVER FAI 90.  SE 1/4 SECTION 22, T 105N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0175 ***********************************************************************
 OO0175  DESIGNATION -  5580 N
 OO0175  PID         -  OO0175
 OO0175  STATE/COUNTY-  MN/OLMSTED
 OO0175  USGS QUAD   -  SIMPSON (1993)
 OO0175
 OO0175                         *CURRENT SURVEY CONTROL
 OO0175  ___________________________________________________________________
 OO0175* NAD 83(1986)-  43 53 14.     (N)    092 28 55.     (W)     SCALED    
 OO0175* NAVD 88     -       372.075  (meters)    1220.72   (feet)  ADJUSTED  
 OO0175  ___________________________________________________________________
 OO0175  GEOID HEIGHT-         -29.86  (meters)                     GEOID03
 OO0175  DYNAMIC HT  -         371.997 (meters)    1220.46  (feet)  COMP
 OO0175  MODELED GRAV-     980,399.2   (mgal)                       NAVD 88
 OO0175
 OO0175  VERT ORDER  -  SECOND    CLASS 0
 OO0175
 OO0175.The horizontal coordinates were scaled from a topographic map and have
 OO0175.an estimated accuracy of +/- 6 seconds.
 OO0175
 OO0175.The orthometric height was determined by differential leveling
 OO0175.and adjusted by the National Geodetic Survey in June 1991..
 OO0175
 OO0175.The geoid height was determined by GEOID03.
 OO0175
 OO0175.The dynamic height is computed by dividing the NAVD 88
 OO0175.geopotential number by the normal gravity value computed on the
 OO0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0175.degrees latitude (g = 980.6199 gals.).
 OO0175
 OO0175.The modeled gravity was interpolated from observed gravity values.
 OO0175
 OO0175;                    North         East    Units  Estimated Accuracy
 OO0175;SPC MN S     -   199,710.      921,980.      MT  (+/- 180 meters Scaled)
 OO0175
 OO0175                          SUPERSEDED SURVEY CONTROL
 OO0175
 OO0175  NGVD 29 (??/??/92)  372.051  (m)         1220.64   (f) ADJ UNCH    2 0
 OO0175
 OO0175.Superseded values are not recommended for survey control.
 OO0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0175.See file dsdata.txt to determine how the superseded data were derived.
 OO0175
 OO0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ416594(NAD 83)
 OO0175_MARKER: DD = SURVEY DISK
 OO0175_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO0175_SP_SET: LL BOX CULVERT
 OO0175_STAMPING: 5580 N 1970
 OO0175_MARK LOGO: MNHD  
 OO0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0175+STABILITY: SURFACE MOTION
 OO0175
 OO0175  HISTORY     - Date     Condition        Report By
 OO0175  HISTORY     - 1970     MONUMENTED       MNHD
 OO0175  HISTORY     - 1976     MARK NOT FOUND   NGS
 OO0175  HISTORY     - 20050405 GOOD             MNDT
 OO0175
 OO0175                          STATION DESCRIPTION
 OO0175
 OO0175'DESCRIBED BY MN HIGHWAY DEPT 1970
 OO0175'2.0 MI N FROM STEWARTVILLE.
 OO0175'MARK IS LOCATED IN THE SOUTHEAST CORNER OF A DOUBLE BOX CULVERT UNDER
 OO0175'FAI 90, 0.3 MILES EAST OF T.H. 63, 300 FEET WEST OF A RAILROAD BRIDGE
 OO0175'OVER FAI 90, SOUTH OF THE EASTBOUND LANE.  NE 1/4 SECTION 22, T 105N,
 OO0175'R 14W.
 OO0175
 OO0175                          STATION RECOVERY (1976)
 OO0175
 OO0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OO0175'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 OO0175
 OO0175                          STATION RECOVERY (2005)
 OO0175
 OO0175'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 OO0175'2.0 MILES NORTH OF STEWARTVILLE, IN SOUTHEAST CORNER OF INTERSTATE
 OO0175'HIGHWAY 90 BOX CULVERT 91113, 0.3 MILES EAST ON INTERSTATE HIGHWAY 90
 OO0175'FROM JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 63, 300 FEET
 OO0175'WEST OF RAILROAD BRIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0174 ***********************************************************************
 OO0174  DESIGNATION -  5580 Q
 OO0174  PID         -  OO0174
 OO0174  STATE/COUNTY-  MN/OLMSTED
 OO0174  USGS QUAD   -  SIMPSON (1993)
 OO0174
 OO0174                         *CURRENT SURVEY CONTROL
 OO0174  ___________________________________________________________________
 OO0174* NAD 83(1986)-  43 53 18.     (N)    092 28 36.     (W)     SCALED    
 OO0174* NAVD 88     -       378.961  (meters)    1243.31   (feet)  ADJUSTED  
 OO0174  ___________________________________________________________________
 OO0174  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 OO0174  DYNAMIC HT  -         378.882 (meters)    1243.05  (feet)  COMP
 OO0174  MODELED GRAV-     980,399.9   (mgal)                       NAVD 88
 OO0174
 OO0174  VERT ORDER  -  SECOND    CLASS 0
 OO0174
 OO0174.The horizontal coordinates were scaled from a topographic map and have
 OO0174.an estimated accuracy of +/- 6 seconds.
 OO0174
 OO0174.The orthometric height was determined by differential leveling
 OO0174.and adjusted by the National Geodetic Survey in June 1991..
 OO0174
 OO0174.The geoid height was determined by GEOID03.
 OO0174
 OO0174.The dynamic height is computed by dividing the NAVD 88
 OO0174.geopotential number by the normal gravity value computed on the
 OO0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0174.degrees latitude (g = 980.6199 gals.).
 OO0174
 OO0174.The modeled gravity was interpolated from observed gravity values.
 OO0174
 OO0174;                    North         East    Units  Estimated Accuracy
 OO0174;SPC MN S     -   199,850.      922,400.      MT  (+/- 180 meters Scaled)
 OO0174
 OO0174                          SUPERSEDED SURVEY CONTROL
 OO0174
 OO0174  NGVD 29 (??/??/92)  378.938  (m)         1243.23   (f) ADJ UNCH    2 0
 OO0174
 OO0174.Superseded values are not recommended for survey control.
 OO0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0174.See file dsdata.txt to determine how the superseded data were derived.
 OO0174
 OO0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ420596(NAD 83)
 OO0174_MARKER: DD = SURVEY DISK
 OO0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0174_SP_SET: MONUMENT
 OO0174_STAMPING: 5580-Q 1970
 OO0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0174
 OO0174  HISTORY     - Date     Condition        Report By
 OO0174  HISTORY     - 1970     MONUMENTED       MNDT
 OO0174
 OO0174                          STATION DESCRIPTION
 OO0174
 OO0174'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0174'2.7 MI N FROM STEWARTVILLE.
 OO0174'MARK IS LOCATED ABOUT 0.7 MILES EAST OF T.H. 63, 0.2 MILES EAST OF
 OO0174'RAILROAD BR. 55601 OVER FAI 90, 99 FEET SOUTH OF EASTBOUND I-90
 OO0174'CENTERLINE STATION 291+00, 5 FEET EAST OF A RIGHT-OF-WAY SIGN POST, 1
 OO0174'FOOT NORTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST
 OO0174'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 23, T
 OO0174'105N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0173 ***********************************************************************
 OO0173  DESIGNATION -  5580 R
 OO0173  PID         -  OO0173
 OO0173  STATE/COUNTY-  MN/OLMSTED
 OO0173  USGS QUAD   -  SIMPSON (1993)
 OO0173
 OO0173                         *CURRENT SURVEY CONTROL
 OO0173  ___________________________________________________________________
 OO0173* NAD 83(1996)-  43 53 27.89900(N)    092 28 15.64148(W)     ADJUSTED  
 OO0173* NAVD 88     -       390.199  (meters)    1280.18   (feet)  ADJUSTED  
 OO0173  ___________________________________________________________________
 OO0173  X           -    -198,502.279 (meters)                     COMP
 OO0173  Y           -  -4,599,853.349 (meters)                     COMP
 OO0173  Z           -   4,399,628.083 (meters)                     COMP
 OO0173  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 OO0173  ELLIP HEIGHT-         360.35  (meters)          (02/05/03) GPS OBS
 OO0173  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 OO0173  DYNAMIC HT  -         390.118 (meters)    1279.91  (feet)  COMP
 OO0173  MODELED GRAV-     980,400.3   (mgal)                       NAVD 88
 OO0173
 OO0173  HORZ ORDER  -  FIRST
 OO0173  VERT ORDER  -  SECOND    CLASS 0
 OO0173  ELLP ORDER  -  THIRD     CLASS II
 OO0173
 OO0173.The horizontal coordinates were established by GPS observations
 OO0173.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0173
 OO0173.The orthometric height was determined by differential leveling
 OO0173.and adjusted by the National Geodetic Survey in June 1991..
 OO0173
 OO0173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0173
 OO0173.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0173
 OO0173.The ellipsoidal height was determined by GPS observations
 OO0173.and is referenced to NAD 83.
 OO0173
 OO0173.The geoid height was determined by GEOID03.
 OO0173
 OO0173.The dynamic height is computed by dividing the NAVD 88
 OO0173.geopotential number by the normal gravity value computed on the
 OO0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0173.degrees latitude (g = 980.6199 gals.).
 OO0173
 OO0173.The modeled gravity was interpolated from observed gravity values.
 OO0173
 OO0173;                    North         East     Units Scale Factor Converg.
 OO0173;SPC MN S     -   200,159.478   922,848.646   MT  0.99997839   +1 04 18.2
 OO0173;UTM  15      - 4,859,911.775   542,488.713   MT  0.99962220   +0 22 00.3
 OO0173
 OO0173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0173!SPC MN S     -   0.99994350  x   0.99997839  =   0.99992189
 OO0173!UTM  15      -   0.99994350  x   0.99962220  =   0.99956572
 OO0173
 OO0173:                Primary Azimuth Mark                     Grid Az
 OO0173:SPC MN S     -  5580 T                                   041 59 00.0
 OO0173:UTM  15      -  5580 T                                   042 41 17.9
 OO0173
 OO0173|---------------------------------------------------------------------|
 OO0173| PID    Reference Object                     Distance      Geod. Az  |
 OO0173|                                                           dddmmss.s |
 OO0173| OO0171 5580 T                              APPROX. 1.2 KM 0430318.2 |
 OO0173|---------------------------------------------------------------------|
 OO0173
 OO0173                          SUPERSEDED SURVEY CONTROL
 OO0173
 OO0173  NGVD 29 (??/??/92)  390.175  (m)         1280.10   (f) ADJ UNCH    2 0
 OO0173
 OO0173.Superseded values are not recommended for survey control.
 OO0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0173.See file dsdata.txt to determine how the superseded data were derived.
 OO0173
 OO0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4248959912(NAD 83)
 OO0173_MARKER: DB = BENCH MARK DISK
 OO0173_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0173_SP_SET: MONUMENT
 OO0173_STAMPING: 5580 R 1970
 OO0173_MARK LOGO: MNDT  
 OO0173_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0173+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1996
 OO0173
 OO0173  HISTORY     - Date     Condition        Report By
 OO0173  HISTORY     - 1970     MONUMENTED       MNDT
 OO0173  HISTORY     - 19961017 GOOD             MNDT
 OO0173
 OO0173                          STATION DESCRIPTION
 OO0173
 OO0173'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0173'3 MI N FROM STEWARTVILLE.
 OO0173'MARK IS LOCATED ABOUT 1.0 MILES EAST OF T.H. 63, 0.2 MILES WEST OF
 OO0173'COUNTY ROAD 1 (DEAD-END), 100 FEET WEST OF A RIGHT-OF-WAY POST, 100
 OO0173'FEET SOUTH OF FAI 90 EASTBOUND CENTERLINE STATION 307+00, OPPOSITE A
 OO0173'BEND IN A POWER POLE LINE TO THE NORTHWEST, 30 FEET EAST OF A
 OO0173'RIGHT-OF-WAY POST, 1 FOOT NORTH OF A STEEL WITNESS POST, IN THE TOP OF
 OO0173'A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4
 OO0173'SECTION 23, T 105N, R 14W.
 OO0173
 OO0173                          STATION RECOVERY (1996)
 OO0173
 OO0173'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0173'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0173'THE MARK IS 3 MI (4.8 KM) NORTH OF STEWARTVILLE, 1 MI (1.6 KM) NE
 OO0173'ALONG FAI 90 FROM JCT OF FAI 90 AND TH 63 (2 MI NORTH OF STEWARTVILLE)
 OO0173', 0.2 MI (0.3 KM) WEST OF CO RD 1, AT FAI 90 MP 210.55, AT FAI 90 STA
 OO0173'301+00, 100 FT (30.5 M) WEST OF R/W POST, 100 FT (30.5 M) SE OF EB FAI
 OO0173'90, OPPOSITE BEND IN P-POLE LINE, 35.7 FT (10.9 M) NE OF R/W POST, 0.6
 OO0173'FT (18.3 CM) SE OF R/W FENCE, 0.3 FT (9.1 CM) NW OF WIT POST, RECESSED
 OO0173'4 INCHES, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0172 ***********************************************************************
 OO0172  DESIGNATION -  5580 S
 OO0172  PID         -  OO0172
 OO0172  STATE/COUNTY-  MN/OLMSTED
 OO0172  USGS QUAD   -  SIMPSON (1993)
 OO0172
 OO0172                         *CURRENT SURVEY CONTROL
 OO0172  ___________________________________________________________________
 OO0172* NAD 83(1986)-  43 53 48.     (N)    092 27 57.     (W)     SCALED    
 OO0172* NAVD 88     -       379.338  (meters)    1244.54   (feet)  ADJUSTED  
 OO0172  ___________________________________________________________________
 OO0172  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 OO0172  DYNAMIC HT  -         379.259 (meters)    1244.29  (feet)  COMP
 OO0172  MODELED GRAV-     980,400.4   (mgal)                       NAVD 88
 OO0172
 OO0172  VERT ORDER  -  SECOND    CLASS 0
 OO0172
 OO0172.The horizontal coordinates were scaled from a topographic map and have
 OO0172.an estimated accuracy of +/- 6 seconds.
 OO0172
 OO0172.The orthometric height was determined by differential leveling
 OO0172.and adjusted by the National Geodetic Survey in June 1991..
 OO0172
 OO0172.The geoid height was determined by GEOID03.
 OO0172
 OO0172.The dynamic height is computed by dividing the NAVD 88
 OO0172.geopotential number by the normal gravity value computed on the
 OO0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0172.degrees latitude (g = 980.6199 gals.).
 OO0172
 OO0172.The modeled gravity was interpolated from observed gravity values.
 OO0172
 OO0172;                    North         East    Units  Estimated Accuracy
 OO0172;SPC MN S     -   200,790.      923,250.      MT  (+/- 180 meters Scaled)
 OO0172
 OO0172                          SUPERSEDED SURVEY CONTROL
 OO0172
 OO0172  NGVD 29 (??/??/92)  379.315  (m)         1244.47   (f) ADJ UNCH    2 0
 OO0172
 OO0172.Superseded values are not recommended for survey control.
 OO0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0172.See file dsdata.txt to determine how the superseded data were derived.
 OO0172
 OO0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ429605(NAD 83)
 OO0172_MARKER: DD = SURVEY DISK
 OO0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0172_SP_SET: MONUMENT
 OO0172_STAMPING: 5580-S 1970
 OO0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0172
 OO0172  HISTORY     - Date     Condition        Report By
 OO0172  HISTORY     - 1970     MONUMENTED       MNDT
 OO0172
 OO0172                          STATION DESCRIPTION
 OO0172
 OO0172'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0172'4.0 MI SW FROM SIMPSON.
 OO0172'MARK IS LOCATED ABOUT 1.2 MILES EAST OF T.H. 63, 0.2 MILES EAST OF
 OO0172'COUNTY ROAD 1 (DEADEND) 100 FEET WEST OF A SMALL CREEK, 83 FEET NORTH
 OO0172'OF FAI 90 WESTBOUND CENTERLINE STATION 331+00, 2 FEET EAST OF A
 OO0172'RIGHT-OF-WAY POST, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN THE TOP OF
 OO0172'A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4
 OO0172'SECTION 14, T 105N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0171 ***********************************************************************
 OO0171  DESIGNATION -  5580 T
 OO0171  PID         -  OO0171
 OO0171  STATE/COUNTY-  MN/OLMSTED
 OO0171  USGS QUAD   -  SIMPSON (1993)
 OO0171
 OO0171                         *CURRENT SURVEY CONTROL
 OO0171  ___________________________________________________________________
 OO0171* NAD 83(1996)-  43 53 57.44845(N)    092 27 37.45755(W)     ADJUSTED  
 OO0171* NAVD 88     -       381.291  (meters)    1250.95   (feet)  ADJUSTED  
 OO0171  ___________________________________________________________________
 OO0171  X           -    -197,623.325 (meters)                     COMP
 OO0171  Y           -  -4,599,251.821 (meters)                     COMP
 OO0171  Z           -   4,400,279.154 (meters)                     COMP
 OO0171  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 OO0171  ELLIP HEIGHT-         351.45  (meters)          (02/05/03) GPS OBS
 OO0171  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 OO0171  DYNAMIC HT  -         381.213 (meters)    1250.70  (feet)  COMP
 OO0171  MODELED GRAV-     980,400.9   (mgal)                       NAVD 88
 OO0171
 OO0171  HORZ ORDER  -  FIRST
 OO0171  VERT ORDER  -  SECOND    CLASS 0
 OO0171  ELLP ORDER  -  THIRD     CLASS II
 OO0171
 OO0171.The horizontal coordinates were established by GPS observations
 OO0171.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0171
 OO0171.The orthometric height was determined by differential leveling
 OO0171.and adjusted by the National Geodetic Survey in June 1991..
 OO0171
 OO0171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0171
 OO0171.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0171
 OO0171.The ellipsoidal height was determined by GPS observations
 OO0171.and is referenced to NAD 83.
 OO0171
 OO0171.The geoid height was determined by GEOID03.
 OO0171
 OO0171.The dynamic height is computed by dividing the NAVD 88
 OO0171.geopotential number by the normal gravity value computed on the
 OO0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0171.degrees latitude (g = 980.6199 gals.).
 OO0171
 OO0171.The modeled gravity was interpolated from observed gravity values.
 OO0171
 OO0171;                    North         East     Units Scale Factor Converg.
 OO0171;SPC MN S     -   201,087.304   923,683.575   MT  0.99997689   +1 04 44.9
 OO0171;UTM  15      - 4,860,828.933   543,334.694   MT  0.99962310   +0 22 27.0
 OO0171
 OO0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0171!SPC MN S     -   0.99994489  x   0.99997689  =   0.99992178
 OO0171!UTM  15      -   0.99994489  x   0.99962310  =   0.99956801
 OO0171
 OO0171:                Primary Azimuth Mark                     Grid Az
 OO0171:SPC MN S     -  5580 R                                   221 58 59.8
 OO0171:UTM  15      -  5580 R                                   222 41 17.7
 OO0171
 OO0171|---------------------------------------------------------------------|
 OO0171| PID    Reference Object                     Distance      Geod. Az  |
 OO0171|                                                           dddmmss.s |
 OO0171| OO0173 5580 R                              APPROX. 1.2 KM 2230344.7 |
 OO0171|---------------------------------------------------------------------|
 OO0171
 OO0171                          SUPERSEDED SURVEY CONTROL
 OO0171
 OO0171  NGVD 29 (??/??/92)  381.269  (m)         1250.88   (f) ADJ UNCH    2 0
 OO0171
 OO0171.Superseded values are not recommended for survey control.
 OO0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0171.See file dsdata.txt to determine how the superseded data were derived.
 OO0171
 OO0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4333560829(NAD 83)
 OO0171_MARKER: DB = BENCH MARK DISK
 OO0171_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0171_SP_SET: MONUMENT
 OO0171_STAMPING: 5580 T 1970
 OO0171_MARK LOGO: MNDT  
 OO0171_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0171+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1996
 OO0171
 OO0171  HISTORY     - Date     Condition        Report By
 OO0171  HISTORY     - 1970     MONUMENTED       MNDT
 OO0171  HISTORY     - 19961017 GOOD             MNDT
 OO0171
 OO0171                          STATION DESCRIPTION
 OO0171
 OO0171'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0171'3.7 MI SW FROM SIMPSON.
 OO0171'MARK IS LOCATED ABOUT 0.6 MILES EAST OF COUNTY ROAD 1 (DEADEND) 800
 OO0171'FEET SOUTH OF A BARN (SHEET METAL) 99 FEET SOUTH OF FAI 90 EASTBOUND
 OO0171'CENTERLINE STATION 348+00, 3 FEET WEST OF A RIGHT-OF-WAY POST, 1 FOOT
 OO0171'NORTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST
 OO0171'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 14, T
 OO0171'105N, R 14W.
 OO0171
 OO0171                          STATION RECOVERY (1996)
 OO0171
 OO0171'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0171'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0171'THE MARK IS 3.75 MI (6.03 KM) SW OF SIMPSON, 1.7 MI (2.7 KM) NE ALONG
 OO0171'FAI 90 FROM JCT OF FAI 90 AND TH 63 ABOUT 2 MI (3.2 KM) NORTH OF
 OO0171'STEWARTVILLE, 0.6 MI (1.0 KM) EAST OF DEAD END RD, AT FAI 90 MP 211.3,
 OO0171'98 FT (29.9 M) SE OF FAI 90, 800 FT (243.8 M) SOUTH OF SHEET METAL
 OO0171'BARN, AT FAI 90 STA 348+00, 3.6 FT (1.1 M) SW OF R/W POST, 0.5 FT
 OO0171'(15.2 CM) SE OF R/W FENCE, 0.3 FT (9.1 CM) NW OF WIT POST, FLUSH,
 OO0171'MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0169 ***********************************************************************
 OO0169  DESIGNATION -  5580 V
 OO0169  PID         -  OO0169
 OO0169  STATE/COUNTY-  MN/OLMSTED
 OO0169  USGS QUAD   -  SIMPSON (1993)
 OO0169
 OO0169                         *CURRENT SURVEY CONTROL
 OO0169  ___________________________________________________________________
 OO0169* NAD 83(1996)-  43 54 28.61152(N)    092 26 42.99880(W)     ADJUSTED  
 OO0169* NAVD 88     -       387.554  (meters)    1271.50   (feet)  ADJUSTED  
 OO0169  ___________________________________________________________________
 OO0169  X           -    -196,380.741 (meters)                     COMP
 OO0169  Y           -  -4,598,641.938 (meters)                     COMP
 OO0169  Z           -   4,400,976.522 (meters)                     COMP
 OO0169  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 OO0169  ELLIP HEIGHT-         357.70  (meters)          (02/05/03) GPS OBS
 OO0169  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 OO0169  DYNAMIC HT  -         387.474 (meters)    1271.24  (feet)  COMP
 OO0169  MODELED GRAV-     980,402.1   (mgal)                       NAVD 88
 OO0169
 OO0169  HORZ ORDER  -  FIRST
 OO0169  VERT ORDER  -  SECOND    CLASS 0
 OO0169  ELLP ORDER  -  THIRD     CLASS II
 OO0169
 OO0169.The horizontal coordinates were established by GPS observations
 OO0169.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0169
 OO0169.The orthometric height was determined by differential leveling
 OO0169.and adjusted by the National Geodetic Survey in June 1991..
 OO0169
 OO0169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0169
 OO0169.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0169
 OO0169.The ellipsoidal height was determined by GPS observations
 OO0169.and is referenced to NAD 83.
 OO0169
 OO0169.The geoid height was determined by GEOID03.
 OO0169
 OO0169.The dynamic height is computed by dividing the NAVD 88
 OO0169.geopotential number by the normal gravity value computed on the
 OO0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0169.degrees latitude (g = 980.6199 gals.).
 OO0169
 OO0169.The modeled gravity was interpolated from observed gravity values.
 OO0169
 OO0169;                    North         East     Units Scale Factor Converg.
 OO0169;SPC MN S     -   202,071.925   924,880.401   MT  0.99997533   +1 05 23.1
 OO0169;UTM  15      - 4,861,798.411   544,543.119   MT  0.99962440   +0 23 04.9
 OO0169
 OO0169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0169!SPC MN S     -   0.99994391  x   0.99997533  =   0.99991924
 OO0169!UTM  15      -   0.99994391  x   0.99962440  =   0.99956833
 OO0169
 OO0169                          SUPERSEDED SURVEY CONTROL
 OO0169
 OO0169  NAVD 88 (02/05/03)  387.55   (m)         1271.5    (f) LEVELING    3  
 OO0169  NGVD 29 (??/??/92)  387.532  (m)         1271.43   (f) ADJ UNCH    2 0
 OO0169
 OO0169.Superseded values are not recommended for survey control.
 OO0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0169.See file dsdata.txt to determine how the superseded data were derived.
 OO0169
 OO0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4454361798(NAD 83)
 OO0169_MARKER: DB = BENCH MARK DISK
 OO0169_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0169_SP_SET: MONUMENT
 OO0169_STAMPING: 5580 V 1970
 OO0169_MARK LOGO: MNDT  
 OO0169_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0169+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1997
 OO0169
 OO0169  HISTORY     - Date     Condition        Report By
 OO0169  HISTORY     - 1970     MONUMENTED       MNDT
 OO0169  HISTORY     - 19970311 GOOD             MNDT
 OO0169
 OO0169                          STATION DESCRIPTION
 OO0169
 OO0169'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0169'2.7 MI SW FROM SIMPSON.
 OO0169'MARK IS LOCATED ABOUT 0.4 MILES WEST OF COUNTY ROAD 20, 800 FEET EAST
 OO0169'OF A BARN (RED) 100 FEET SOUTH OF FAI 90 EASTBOUND CENTERLINE STATION
 OO0169'400+00, 2 FEET WEST OF A RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A STEEL
 OO0169'WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET
 OO0169'FLUSH WITH THE GROUND.  SE 1/4 SECTION 12, T 105N, R 14W.
 OO0169
 OO0169                          STATION RECOVERY (1997)
 OO0169
 OO0169'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (JJE)
 OO0169'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0169'THE MARK IS AT 2.7 MI (4.3 KM) SW OF SIMPSOM, 2.7 MI (4.3 KM) NE ALONG
 OO0169'FAI 90 FROM JCT OF FAI 90 AND TH 63 ABOUT 2 MI (3.2 KM) NORTH OF
 OO0169'STEWARTVILLE, 0.4 MI (0.6 KM) WEST OF FAI 90 BRDG OVER CO RD 20, AT
 OO0169'FAI 90 MP 212.3, 99 FT (30.2 M) SOUTH OF EB FAI 90, 800 FT (243.8 M)
 OO0169'WSW OF RED BARN, 0.3 FT (9.1 CM) SOUTH OF R/W FENCE, 0.3 FT (9.1 CM)
 OO0169'NORTH OF WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0168 ***********************************************************************
 OO0168  DESIGNATION -  5580 W
 OO0168  PID         -  OO0168
 OO0168  STATE/COUNTY-  MN/OLMSTED
 OO0168  USGS QUAD   -  SIMPSON (1993)
 OO0168
 OO0168                         *CURRENT SURVEY CONTROL
 OO0168  ___________________________________________________________________
 OO0168* NAD 83(1986)-  43 54 35.     (N)    092 26 24.     (W)     SCALED    
 OO0168* NAVD 88     -       387.586  (meters)    1271.61   (feet)  ADJUSTED  
 OO0168  ___________________________________________________________________
 OO0168  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 OO0168  DYNAMIC HT  -         387.506 (meters)    1271.34  (feet)  COMP
 OO0168  MODELED GRAV-     980,402.5   (mgal)                       NAVD 88
 OO0168
 OO0168  VERT ORDER  -  SECOND    CLASS 0
 OO0168
 OO0168.The horizontal coordinates were scaled from a topographic map and have
 OO0168.an estimated accuracy of +/- 6 seconds.
 OO0168
 OO0168.The orthometric height was determined by differential leveling
 OO0168.and adjusted by the National Geodetic Survey in June 1991..
 OO0168
 OO0168.The geoid height was determined by GEOID03.
 OO0168
 OO0168.The dynamic height is computed by dividing the NAVD 88
 OO0168.geopotential number by the normal gravity value computed on the
 OO0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0168.degrees latitude (g = 980.6199 gals.).
 OO0168
 OO0168.The modeled gravity was interpolated from observed gravity values.
 OO0168
 OO0168;                    North         East    Units  Estimated Accuracy
 OO0168;SPC MN S     -   202,280.      925,300.      MT  (+/- 180 meters Scaled)
 OO0168
 OO0168                          SUPERSEDED SURVEY CONTROL
 OO0168
 OO0168  NGVD 29 (??/??/92)  387.564  (m)         1271.53   (f) ADJ UNCH    2 0
 OO0168
 OO0168.Superseded values are not recommended for survey control.
 OO0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0168.See file dsdata.txt to determine how the superseded data were derived.
 OO0168
 OO0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ449619(NAD 83)
 OO0168_MARKER: DD = SURVEY DISK
 OO0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0168_SP_SET: MONUMENT
 OO0168_STAMPING: 5580-W 1970
 OO0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0168
 OO0168  HISTORY     - Date     Condition        Report By
 OO0168  HISTORY     - 1970     MONUMENTED       MNDT
 OO0168
 OO0168                          STATION DESCRIPTION
 OO0168
 OO0168'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0168'1.8 MI SW FROM SIMPSON.
 OO0168'MARK IS LOCATED 500 FEET WEST OF COUNTY ROAD 20, 100 FEET SOUTH OF FAI
 OO0168'90 EASTBOUND CENTERLINE STATION 415+00, 1 FOOT NORTH OF A STEEL
 OO0168'WITNESS POST IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET
 OO0168'FLUSH WITH THE GROUND.  SE 1/4 SECTION 12, T 105N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0167 ***********************************************************************
 OO0167  DESIGNATION -  5580 X
 OO0167  PID         -  OO0167
 OO0167  STATE/COUNTY-  MN/OLMSTED
 OO0167  USGS QUAD   -  SIMPSON (1993)
 OO0167
 OO0167                         *CURRENT SURVEY CONTROL
 OO0167  ___________________________________________________________________
 OO0167* NAD 83(1986)-  43 54 38.     (N)    092 26 16.     (W)     SCALED    
 OO0167* NAVD 88     -       390.262  (meters)    1280.38   (feet)  ADJUSTED  
 OO0167  ___________________________________________________________________
 OO0167  GEOID HEIGHT-         -29.85  (meters)                     GEOID03
 OO0167  DYNAMIC HT  -         390.182 (meters)    1280.12  (feet)  COMP
 OO0167  MODELED GRAV-     980,402.7   (mgal)                       NAVD 88
 OO0167
 OO0167  VERT ORDER  -  SECOND    CLASS 0
 OO0167
 OO0167.The horizontal coordinates were scaled from a topographic map and have
 OO0167.an estimated accuracy of +/- 6 seconds.
 OO0167
 OO0167.The orthometric height was determined by differential leveling
 OO0167.and adjusted by the National Geodetic Survey in June 1991..
 OO0167
 OO0167.The geoid height was determined by GEOID03.
 OO0167
 OO0167.The dynamic height is computed by dividing the NAVD 88
 OO0167.geopotential number by the normal gravity value computed on the
 OO0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0167.degrees latitude (g = 980.6199 gals.).
 OO0167
 OO0167.The modeled gravity was interpolated from observed gravity values.
 OO0167
 OO0167;                    North         East    Units  Estimated Accuracy
 OO0167;SPC MN S     -   202,370.      925,480.      MT  (+/- 180 meters Scaled)
 OO0167
 OO0167                          SUPERSEDED SURVEY CONTROL
 OO0167
 OO0167  NGVD 29 (??/??/92)  390.239  (m)         1280.31   (f) ADJ UNCH    2 0
 OO0167
 OO0167.Superseded values are not recommended for survey control.
 OO0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0167.See file dsdata.txt to determine how the superseded data were derived.
 OO0167
 OO0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ451620(NAD 83)
 OO0167_MARKER: DD = SURVEY DISK
 OO0167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0167_SP_SET: BRIDGE
 OO0167_STAMPING: 5580-X 1970
 OO0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0167
 OO0167  HISTORY     - Date     Condition        Report By
 OO0167  HISTORY     - 1970     MONUMENTED       MNDT
 OO0167
 OO0167                          STATION DESCRIPTION
 OO0167
 OO0167'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0167'1.7 MI SW FROM SIMPSON.
 OO0167'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 55804, FAI 90
 OO0167'EASTBOUND OVER COUNTY ROAD 20.  SW 1/4 SECTION 7, T 105N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0166 ***********************************************************************
 OO0166  DESIGNATION -  5580 Y
 OO0166  PID         -  OO0166
 OO0166  STATE/COUNTY-  MN/OLMSTED
 OO0166  USGS QUAD   -  SIMPSON (1993)
 OO0166
 OO0166                         *CURRENT SURVEY CONTROL
 OO0166  ___________________________________________________________________
 OO0166* NAD 83(1986)-  43 54 44.     (N)    092 26 04.     (W)     SCALED    
 OO0166* NAVD 88     -       388.296  (meters)    1273.93   (feet)  ADJUSTED  
 OO0166  ___________________________________________________________________
 OO0166  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0166  DYNAMIC HT  -         388.217 (meters)    1273.68  (feet)  COMP
 OO0166  MODELED GRAV-     980,403.0   (mgal)                       NAVD 88
 OO0166
 OO0166  VERT ORDER  -  SECOND    CLASS 0
 OO0166
 OO0166.The horizontal coordinates were scaled from a topographic map and have
 OO0166.an estimated accuracy of +/- 6 seconds.
 OO0166
 OO0166.The orthometric height was determined by differential leveling
 OO0166.and adjusted by the National Geodetic Survey in June 1991..
 OO0166
 OO0166.The geoid height was determined by GEOID03.
 OO0166
 OO0166.The dynamic height is computed by dividing the NAVD 88
 OO0166.geopotential number by the normal gravity value computed on the
 OO0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0166.degrees latitude (g = 980.6199 gals.).
 OO0166
 OO0166.The modeled gravity was interpolated from observed gravity values.
 OO0166
 OO0166;                    North         East    Units  Estimated Accuracy
 OO0166;SPC MN S     -   202,560.      925,740.      MT  (+/- 180 meters Scaled)
 OO0166
 OO0166                          SUPERSEDED SURVEY CONTROL
 OO0166
 OO0166  NGVD 29 (??/??/92)  388.275  (m)         1273.87   (f) ADJ UNCH    2 0
 OO0166
 OO0166.Superseded values are not recommended for survey control.
 OO0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0166.See file dsdata.txt to determine how the superseded data were derived.
 OO0166
 OO0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ454622(NAD 83)
 OO0166_MARKER: DD = SURVEY DISK
 OO0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0166_SP_SET: MONUMENT
 OO0166_STAMPING: 5580-Y 1970
 OO0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0166
 OO0166  HISTORY     - Date     Condition        Report By
 OO0166  HISTORY     - 1970     MONUMENTED       MNDT
 OO0166
 OO0166                          STATION DESCRIPTION
 OO0166
 OO0166'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0166'1.5 MI SW FROM SIMPSON.
 OO0166'MARK IS LOCATED ABOUT 0.2 MILES EAST OF COUNTY ROAD 20, 94 FEET NORTH
 OO0166'OF FAI 90 WESTBOUND CENTERLINE STATION 431 + 00, 1 FOOT SOUTH OF A
 OO0166'STEEL WITNESS POST IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT
 OO0166'SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 7, T 105N, R 13W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0165 ***********************************************************************
 OO0165  DESIGNATION -  5580 Z
 OO0165  PID         -  OO0165
 OO0165  STATE/COUNTY-  MN/OLMSTED
 OO0165  USGS QUAD   -  SIMPSON (1993)
 OO0165
 OO0165                         *CURRENT SURVEY CONTROL
 OO0165  ___________________________________________________________________
 OO0165* NAD 83(1996)-  43 54 49.99560(N)    092 25 42.91237(W)     ADJUSTED  
 OO0165* NAVD 88     -       389.353  (meters)    1277.40   (feet)  ADJUSTED  
 OO0165  ___________________________________________________________________
 OO0165  X           -    -195,021.773 (meters)                     COMP
 OO0165  Y           -  -4,598,242.896 (meters)                     COMP
 OO0165  Z           -   4,401,453.273 (meters)                     COMP
 OO0165  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 OO0165  ELLIP HEIGHT-         359.50  (meters)          (02/05/03) GPS OBS
 OO0165  GEOID HEIGHT-         -29.84  (meters)                     GEOID03
 OO0165  DYNAMIC HT  -         389.273 (meters)    1277.14  (feet)  COMP
 OO0165  MODELED GRAV-     980,403.4   (mgal)                       NAVD 88
 OO0165
 OO0165  HORZ ORDER  -  FIRST
 OO0165  VERT ORDER  -  SECOND    CLASS 0
 OO0165  ELLP ORDER  -  THIRD     CLASS II
 OO0165
 OO0165.The horizontal coordinates were established by GPS observations
 OO0165.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0165
 OO0165.The orthometric height was determined by differential leveling
 OO0165.and adjusted by the National Geodetic Survey in June 1991..
 OO0165
 OO0165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0165
 OO0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0165
 OO0165.The ellipsoidal height was determined by GPS observations
 OO0165.and is referenced to NAD 83.
 OO0165
 OO0165.The geoid height was determined by GEOID03.
 OO0165
 OO0165.The dynamic height is computed by dividing the NAVD 88
 OO0165.geopotential number by the normal gravity value computed on the
 OO0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0165.degrees latitude (g = 980.6199 gals.).
 OO0165
 OO0165.The modeled gravity was interpolated from observed gravity values.
 OO0165
 OO0165;                    North         East     Units Scale Factor Converg.
 OO0165;SPC MN S     -   202,757.421   926,208.200   MT  0.99997427   +1 06 05.2
 OO0165;UTM  15      - 4,862,467.282   545,878.786   MT  0.99962589   +0 23 46.8
 OO0165
 OO0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0165!SPC MN S     -   0.99994363  x   0.99997427  =   0.99991790
 OO0165!UTM  15      -   0.99994363  x   0.99962589  =   0.99956954
 OO0165
 OO0165:                Primary Azimuth Mark                     Grid Az
 OO0165:SPC MN S     -  5580 AB                                  052 50 41.6
 OO0165:UTM  15      -  5580 AB                                  053 33 00.0
 OO0165
 OO0165|---------------------------------------------------------------------|
 OO0165| PID    Reference Object                     Distance      Geod. Az  |
 OO0165|                                                           dddmmss.s |
 OO0165| OO0164 5580 AB                             APPROX. 0.8 KM 0535646.8 |
 OO0165|---------------------------------------------------------------------|
 OO0165
 OO0165                          SUPERSEDED SURVEY CONTROL
 OO0165
 OO0165  NAVD 88 (02/05/03)  389.35   (m)         1277.4    (f) LEVELING    3  
 OO0165  NGVD 29 (??/??/92)  389.331  (m)         1277.33   (f) ADJ UNCH    2 0
 OO0165
 OO0165.Superseded values are not recommended for survey control.
 OO0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0165.See file dsdata.txt to determine how the superseded data were derived.
 OO0165
 OO0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4587962467(NAD 83)
 OO0165_MARKER: DB = BENCH MARK DISK
 OO0165_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0165_SP_SET: MONUMENT
 OO0165_STAMPING: 5580 Z 1970
 OO0165_MARK LOGO: MNDT  
 OO0165_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0165+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 OO0165
 OO0165  HISTORY     - Date     Condition        Report By
 OO0165  HISTORY     - 1970     MONUMENTED       MNDT
 OO0165  HISTORY     - 19961016 GOOD             MNDT
 OO0165
 OO0165                          STATION DESCRIPTION
 OO0165
 OO0165'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0165'1.1 MI SW FROM SIMPSON.
 OO0165'MARK IS LOCATED ABOUT 0.5 MILES EAST OF COUNTY ROAD 20, 300 FEET EAST
 OO0165'OF A TOWNSHIP ROAD (DEADEND) 99 FEET SOUTH OF FAI 90 EASTBOUND
 OO0165'CENTERLINE STATION 449 + 00, 1 FEET NORTH OF A STEEL WITNESS POST IN
 OO0165'THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE
 OO0165'GROUND.  CENTER SECTION 7, T 105N, R 13W.
 OO0165
 OO0165                          STATION RECOVERY (1996)
 OO0165
 OO0165'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0165'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0165'THE MARK IS 1.1 MI (1.8 KM) SW OF SIMPSON, 3.65 MI (5.87 KM) NE ALONG
 OO0165'FAI 90 FROM JCT OF FAI 90 AND TH 63 ABOUT 2 MI (3.2 KM) NORTH OF
 OO0165'STEWARTVILLE, 0.5 MI (0.8 KM) EAST OF FAI 90 BRDG OVER CO RD 20, AT
 OO0165'FAI 90 MP 213.25, 99 FT (30.2 M) SOUTH OF EB FAI 90, 300 FT (91.4 M)
 OO0165'EAST OF DEAD END RD, AT FAI 90 STA 449+00, 0.4 FT (12.2 CM) SOUTH OF
 OO0165'R/W FENCE, 0.6 FT (18.3 CM) NORTH OF R/W POST, 0.5 FT (15.2 CM) EAST
 OO0165'OF WIT POST, RECESSED 0.3 FT (9.1 CM) , MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1344 ***********************************************************************
 PP1344  DESIGNATION -  56 1
 PP1344  PID         -  PP1344
 PP1344  STATE/COUNTY-  MN/DAKOTA
 PP1344  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1344
 PP1344                         *CURRENT SURVEY CONTROL
 PP1344  ___________________________________________________________________
 PP1344* NAD 83(1986)-  44 51 47.     (N)    093 01 22.     (W)     SCALED    
 PP1344* NAVD 88     -       219.294  (meters)     719.47   (feet)  ADJUSTED  
 PP1344  ___________________________________________________________________
 PP1344  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 PP1344  DYNAMIC HT  -         219.288 (meters)     719.45  (feet)  COMP
 PP1344  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 PP1344
 PP1344  VERT ORDER  -  SECOND    CLASS 0
 PP1344
 PP1344.The horizontal coordinates were scaled from a topographic map and have
 PP1344.an estimated accuracy of +/- 6 seconds.
 PP1344
 PP1344.The orthometric height was determined by differential leveling
 PP1344.and adjusted by the National Geodetic Survey in June 1991..
 PP1344
 PP1344.The geoid height was determined by GEOID03.
 PP1344
 PP1344.The dynamic height is computed by dividing the NAVD 88
 PP1344.geopotential number by the normal gravity value computed on the
 PP1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1344.degrees latitude (g = 980.6199 gals.).
 PP1344
 PP1344.The modeled gravity was interpolated from observed gravity values.
 PP1344
 PP1344;                    North         East    Units  Estimated Accuracy
 PP1344;SPC MN S     -   307,470.      877,230.      MT  (+/- 180 meters Scaled)
 PP1344
 PP1344                          SUPERSEDED SURVEY CONTROL
 PP1344
 PP1344  NGVD 29 (??/??/92)  219.260  (m)          719.36   (f) ADJ UNCH    2 0
 PP1344
 PP1344.Superseded values are not recommended for survey control.
 PP1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1344.See file dsdata.txt to determine how the superseded data were derived.
 PP1344
 PP1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK982677(NAD 83)
 PP1344_MARKER: X = CHISELED CROSS
 PP1344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1344_SP_SET: BASE
 PP1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1344
 PP1344  HISTORY     - Date     Condition        Report By
 PP1344  HISTORY     - UNK      MONUMENTED       MNDT
 PP1344  HISTORY     - 1970     GOOD             MNDT
 PP1344
 PP1344                          STATION DESCRIPTION
 PP1344
 PP1344'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1344'IN INVER GROVE.
 PP1344'IN INVER GROVE, BETWEEN 59TH STREET AND 60TH STREET, 23 FEET WEST OF
 PP1344'T.H. 56 (CONCORD STREET) CENTERLINE, ON THE SOUTHEAST BOLT IN A
 PP1344'CONCRETE SIGN BASE (MOOSE LODGE 1088).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1341 ***********************************************************************
 PP1341  DESIGNATION -  56 2
 PP1341  PID         -  PP1341
 PP1341  STATE/COUNTY-  MN/DAKOTA
 PP1341  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1341
 PP1341                         *CURRENT SURVEY CONTROL
 PP1341  ___________________________________________________________________
 PP1341* NAD 83(1986)-  44 51 12.     (N)    093 01 04.     (W)     SCALED    
 PP1341* NAVD 88     -       217.917  (meters)     714.95   (feet)  ADJUSTED  
 PP1341  ___________________________________________________________________
 PP1341  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 PP1341  DYNAMIC HT  -         217.911 (meters)     714.93  (feet)  COMP
 PP1341  MODELED GRAV-     980,582.0   (mgal)                       NAVD 88
 PP1341
 PP1341  VERT ORDER  -  SECOND    CLASS 0
 PP1341
 PP1341.The horizontal coordinates were scaled from a topographic map and have
 PP1341.an estimated accuracy of +/- 6 seconds.
 PP1341
 PP1341.The orthometric height was determined by differential leveling
 PP1341.and adjusted by the National Geodetic Survey in June 1991..
 PP1341
 PP1341.The geoid height was determined by GEOID03.
 PP1341
 PP1341.The dynamic height is computed by dividing the NAVD 88
 PP1341.geopotential number by the normal gravity value computed on the
 PP1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1341.degrees latitude (g = 980.6199 gals.).
 PP1341
 PP1341.The modeled gravity was interpolated from observed gravity values.
 PP1341
 PP1341;                    North         East    Units  Estimated Accuracy
 PP1341;SPC MN S     -   306,400.      877,640.      MT  (+/- 180 meters Scaled)
 PP1341
 PP1341                          SUPERSEDED SURVEY CONTROL
 PP1341
 PP1341  NGVD 29 (??/??/92)  217.883  (m)          714.84   (f) ADJ UNCH    2 0
 PP1341
 PP1341.Superseded values are not recommended for survey control.
 PP1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1341.See file dsdata.txt to determine how the superseded data were derived.
 PP1341
 PP1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK985666(NAD 83)
 PP1341_MARKER: X = CHISELED CROSS
 PP1341_SETTING: 0 = UNSPECIFIED SETTING
 PP1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1341
 PP1341  HISTORY     - Date     Condition        Report By
 PP1341  HISTORY     - UNK      MONUMENTED       MNDT
 PP1341  HISTORY     - 1970     GOOD             MNDT
 PP1341  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 PP1341
 PP1341                          STATION DESCRIPTION
 PP1341
 PP1341'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1341'IN INVER GROVE.
 PP1341'ABOUT 600 FEET EAST OF T.H. 56 (CONCORD STREET) ALONG THE SOUTH SIDE
 PP1341'OF 66TH STREET EAST BETWEEN DOANE TRAIL AND DOFFING AVENUE EAST, ON
 PP1341'THE EAST RIGHT OF WAY OF THE CHICAGO AND WESTERN RAILWAY NEAR A Y IN
 PP1341'THE TRACKS.
 PP1341
 PP1341                          STATION RECOVERY (2004)
 PP1341
 PP1341'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1341'MARK NOT FOUND, SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1340 ***********************************************************************
 PP1340  DESIGNATION -  56 3
 PP1340  PID         -  PP1340
 PP1340  STATE/COUNTY-  MN/DAKOTA
 PP1340  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1340
 PP1340                         *CURRENT SURVEY CONTROL
 PP1340  ___________________________________________________________________
 PP1340* NAD 83(1986)-  44 51 11.     (N)    093 01 03.     (W)     SCALED    
 PP1340* NAVD 88     -       219.718  (meters)     720.86   (feet)  ADJUSTED  
 PP1340  ___________________________________________________________________
 PP1340  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 PP1340  DYNAMIC HT  -         219.711 (meters)     720.84  (feet)  COMP
 PP1340  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 PP1340
 PP1340  VERT ORDER  -  SECOND    CLASS 0
 PP1340
 PP1340.The horizontal coordinates were scaled from a topographic map and have
 PP1340.an estimated accuracy of +/- 6 seconds.
 PP1340
 PP1340.The orthometric height was determined by differential leveling
 PP1340.and adjusted by the National Geodetic Survey in June 1991..
 PP1340
 PP1340.The geoid height was determined by GEOID03.
 PP1340
 PP1340.The dynamic height is computed by dividing the NAVD 88
 PP1340.geopotential number by the normal gravity value computed on the
 PP1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1340.degrees latitude (g = 980.6199 gals.).
 PP1340
 PP1340.The modeled gravity was interpolated from observed gravity values.
 PP1340
 PP1340;                    North         East    Units  Estimated Accuracy
 PP1340;SPC MN S     -   306,360.      877,660.      MT  (+/- 180 meters Scaled)
 PP1340
 PP1340                          SUPERSEDED SURVEY CONTROL
 PP1340
 PP1340  NGVD 29 (??/??/92)  219.683  (m)          720.74   (f) ADJ UNCH    2 0
 PP1340
 PP1340.Superseded values are not recommended for survey control.
 PP1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1340.See file dsdata.txt to determine how the superseded data were derived.
 PP1340
 PP1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK986666(NAD 83)
 PP1340_MARKER: X = CHISELED CROSS
 PP1340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1340_SP_SET: BASE
 PP1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1340
 PP1340  HISTORY     - Date     Condition        Report By
 PP1340  HISTORY     - UNK      MONUMENTED       MNDT
 PP1340  HISTORY     - 1970     GOOD             MNDT
 PP1340  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 PP1340
 PP1340                          STATION DESCRIPTION
 PP1340
 PP1340'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1340'IN INVER GROVE.
 PP1340'MARK LOCATED AS DESCRIBED IN MHD 1970 LEVELING SOUTH ST. PAUL VIA
 PP1340'NEWPORT TO LANDFALL, 150 FEET EAST OF T.H. 56 (CONCORD STREET) IN THE
 PP1340'SOUTHWEST QUADRANT OF THE JUNCTION OF 66TH STREET EAST AND THE CHICAGO
 PP1340'AND WESTERN RAILWAY ON THE NORTHEAST BOLT IN THE CONCRETE BASE OF A
 PP1340'RAILROAD SIGNAL CONTROL BOX.
 PP1340
 PP1340                          STATION RECOVERY (2004)
 PP1340
 PP1340'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1340'MARK NOT FOUND. SPSPS ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0482 ***********************************************************************
 RO0482  DESIGNATION -  5602 AB
 RO0482  PID         -  RO0482
 RO0482  STATE/COUNTY-  MN/OTTER TAIL
 RO0482  USGS QUAD   -  WALL LAKE (1974)
 RO0482
 RO0482                         *CURRENT SURVEY CONTROL
 RO0482  ___________________________________________________________________
 RO0482* NAD 83(1986)-  46 16 59.     (N)    095 58 34.     (W)     SCALED    
 RO0482* NAVD 88     -       384.532  (meters)    1261.59   (feet)  ADJUSTED  
 RO0482  ___________________________________________________________________
 RO0482  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 RO0482  DYNAMIC HT  -         384.527 (meters)    1261.57  (feet)  COMP
 RO0482  MODELED GRAV-     980,592.9   (mgal)                       NAVD 88
 RO0482
 RO0482  VERT ORDER  -  SECOND    CLASS I
 RO0482
 RO0482.The horizontal coordinates were scaled from a topographic map and have
 RO0482.an estimated accuracy of +/- 6 seconds.
 RO0482
 RO0482.The orthometric height was determined by differential leveling
 RO0482.and adjusted by the National Geodetic Survey in June 1991..
 RO0482
 RO0482.The geoid height was determined by GEOID03.
 RO0482
 RO0482.The dynamic height is computed by dividing the NAVD 88
 RO0482.geopotential number by the normal gravity value computed on the
 RO0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0482.degrees latitude (g = 980.6199 gals.).
 RO0482
 RO0482.The modeled gravity was interpolated from observed gravity values.
 RO0482
 RO0482;                    North         East    Units  Estimated Accuracy
 RO0482;SPC MN C     -   244,060.      666,990.      MT  (+/- 180 meters Scaled)
 RO0482
 RO0482                          SUPERSEDED SURVEY CONTROL
 RO0482
 RO0482  NGVD 29 (??/??/92)  384.290  (m)         1260.79   (f) ADJ UNCH    2 1
 RO0482
 RO0482.Superseded values are not recommended for survey control.
 RO0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0482.See file dsdata.txt to determine how the superseded data were derived.
 RO0482
 RO0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM707298(NAD 83)
 RO0482_MARKER: DD = SURVEY DISK
 RO0482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0482_SP_SET: CULVERT
 RO0482_STAMPING: 5602 AB 1975
 RO0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0482
 RO0482  HISTORY     - Date     Condition        Report By
 RO0482  HISTORY     - 1975     MONUMENTED       MNDT
 RO0482
 RO0482                          STATION DESCRIPTION
 RO0482
 RO0482'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0482'4.25 MI E FROM FERGUS FALLS.
 RO0482'THE MARK IS LOCATED 4.25 MILES EASTERLY ALONG TRUNK HIGHWAY 210 FROM
 RO0482'THE JUNCTION OF TRUNK HIGHWAYS 59 AND 210 AT FREGUS FALLS, 13.6 MILES
 RO0482'WESTERLY ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAYS 78
 RO0482'AND 210 AT BATTLE LAKE AND 5.25 MILES WESTERLY ALONG TRUNK HIGHWAY 210
 RO0482'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 35 AT
 RO0482'UNDERWOOD.  IT IS 250.00 FEET SOUTHEAST OF THE CENTERLINE OF TRUNK
 RO0482'HIGHWAY 210 AT MILEPOINT 32.5, 50.0 FEET NORTHEAST OF THE CENTER OF A
 RO0482'SERVICE ROAD (NORTHSOUTH) AND 22.0 FEET SOUTHEAST OF THE CENTER OF A
 RO0482'TOWNSHIP ROAD (OLD TRUNK HIGHWAY 210).  THE MARK A STANDARD MNHD
 RO0482'VERTICAL CONTROL MONUMENT (VCM) SET IN THE SOUTHEAST CORNER OF THE
 RO0482'HEADWALL OF A 4 FOOT BY 8 FOOT CONCRETE BOX CULVERT (CATTLE PASS UNDER
 RO0482'OLD TRUNK HIGHWAY 210).  IT IS ABOUT 3 FEET BELOW THE LEVEL OF THE
 RO0482'TOWNSHIP ROAD.  SE 1/4 SECTION 33, T 133N, R 42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0490 ***********************************************************************
 RO0490  DESIGNATION -  5602 AC
 RO0490  PID         -  RO0490
 RO0490  STATE/COUNTY-  MN/OTTER TAIL
 RO0490  USGS QUAD   -  WALL LAKE (1974)
 RO0490
 RO0490                         *CURRENT SURVEY CONTROL
 RO0490  ___________________________________________________________________
 RO0490* NAD 83(1986)-  46 17 12.     (N)    095 57 56.     (W)     SCALED    
 RO0490* NAVD 88     -       381.239  (meters)    1250.78   (feet)  ADJUSTED  
 RO0490  ___________________________________________________________________
 RO0490  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 RO0490  DYNAMIC HT  -         381.234 (meters)    1250.77  (feet)  COMP
 RO0490  MODELED GRAV-     980,591.6   (mgal)                       NAVD 88
 RO0490
 RO0490  VERT ORDER  -  SECOND    CLASS I
 RO0490
 RO0490.The horizontal coordinates were scaled from a topographic map and have
 RO0490.an estimated accuracy of +/- 6 seconds.
 RO0490
 RO0490.The orthometric height was determined by differential leveling
 RO0490.and adjusted by the National Geodetic Survey in June 1991..
 RO0490
 RO0490.The geoid height was determined by GEOID03.
 RO0490
 RO0490.The dynamic height is computed by dividing the NAVD 88
 RO0490.geopotential number by the normal gravity value computed on the
 RO0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0490.degrees latitude (g = 980.6199 gals.).
 RO0490
 RO0490.The modeled gravity was interpolated from observed gravity values.
 RO0490
 RO0490;                    North         East    Units  Estimated Accuracy
 RO0490;SPC MN C     -   244,440.      667,820.      MT  (+/- 180 meters Scaled)
 RO0490
 RO0490                          SUPERSEDED SURVEY CONTROL
 RO0490
 RO0490  NGVD 29 (??/??/92)  380.998  (m)         1249.99   (f) ADJ UNCH    2 1
 RO0490
 RO0490.Superseded values are not recommended for survey control.
 RO0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0490.See file dsdata.txt to determine how the superseded data were derived.
 RO0490
 RO0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM715301(NAD 83)
 RO0490_MARKER: DD = SURVEY DISK
 RO0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0490_SP_SET: CULVERT
 RO0490_STAMPING: 5602 AC 1975
 RO0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0490
 RO0490  HISTORY     - Date     Condition        Report By
 RO0490  HISTORY     - 1975     MONUMENTED       MNDT
 RO0490
 RO0490                          STATION DESCRIPTION
 RO0490
 RO0490'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0490'4.5 MI W FROM UNDERWOOD.
 RO0490'THE MARK IS LOCATED 4.5 MILES WESTERLY ALONG TRUNK HIGHWAY 210 FROM
 RO0490'THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 35 AT UNDERWOOD,
 RO0490'12.85 MILES WESTERLY ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF
 RO0490'TRUNK HIGHWAYS 78 AND 210 AT BATTLE LAKE AND 5.0 MILES EASTERLY ALONG
 RO0490'TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAYS 59 AND 210 AT
 RO0490'FERGUS FALLS.  IT IS ABOUT 400 FEET SOUTHWEST OF THE CENTERLINE OF
 RO0490'TRUNK HIGHWAY 210 AT MILEPOINT 33.2, 240.0 FEET EAST OF 60 INCH
 RO0490'CORRUGATED METAL CULVERT UNDER A TOWNSHIP ROAD (OLD TRUNK HIGHWAY 210)
 RO0490'AND 20 FEET SOUTHWEST OF THE CENTER OF THE TOWNSHIP ROAD.  THE MARK A
 RO0490'STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM) IS SET IN THE SOUTHEAST
 RO0490'CORNER (HEADWALL) OF A BOX CULVERT UNDER THE TOWNSHIP ROAD. IT IS
 RO0490'ABOUT 1 FOOT BELOW THE LEVEL OF THE TOWNSHIP ROAD.  SW 1/4 SECTION 34,
 RO0490'T 133N, R 42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0491 ***********************************************************************
 RO0491  DESIGNATION -  5602 AD
 RO0491  PID         -  RO0491
 RO0491  STATE/COUNTY-  MN/OTTER TAIL
 RO0491  USGS QUAD   -  WALL LAKE (1974)
 RO0491
 RO0491                         *CURRENT SURVEY CONTROL
 RO0491  ___________________________________________________________________
 RO0491* NAD 83(1986)-  46 17 00.     (N)    095 57 22.     (W)     SCALED    
 RO0491* NAVD 88     -       392.470  (meters)    1287.63   (feet)  ADJUSTED  
 RO0491  ___________________________________________________________________
 RO0491  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 RO0491  DYNAMIC HT  -         392.465 (meters)    1287.61  (feet)  COMP
 RO0491  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 RO0491
 RO0491  VERT ORDER  -  SECOND    CLASS I
 RO0491
 RO0491.The horizontal coordinates were scaled from a topographic map and have
 RO0491.an estimated accuracy of +/- 6 seconds.
 RO0491
 RO0491.The orthometric height was determined by differential leveling
 RO0491.and adjusted by the National Geodetic Survey in June 1991..
 RO0491
 RO0491.The geoid height was determined by GEOID03.
 RO0491
 RO0491.The dynamic height is computed by dividing the NAVD 88
 RO0491.geopotential number by the normal gravity value computed on the
 RO0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0491.degrees latitude (g = 980.6199 gals.).
 RO0491
 RO0491.The modeled gravity was interpolated from observed gravity values.
 RO0491
 RO0491;                    North         East    Units  Estimated Accuracy
 RO0491;SPC MN C     -   244,050.      668,540.      MT  (+/- 180 meters Scaled)
 RO0491
 RO0491                          SUPERSEDED SURVEY CONTROL
 RO0491
 RO0491  NGVD 29 (??/??/92)  392.229  (m)         1286.84   (f) ADJ UNCH    2 1
 RO0491
 RO0491.Superseded values are not recommended for survey control.
 RO0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0491.See file dsdata.txt to determine how the superseded data were derived.
 RO0491
 RO0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM722297(NAD 83)
 RO0491_MARKER: DD = SURVEY DISK
 RO0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0491_SP_SET: CULVERT
 RO0491_STAMPING: 5602 D 1975
 RO0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0491
 RO0491  HISTORY     - Date     Condition        Report By
 RO0491  HISTORY     - 1975     MONUMENTED       MNDT
 RO0491
 RO0491                          STATION DESCRIPTION
 RO0491
 RO0491'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0491'4.0 MI W FROM UNDERWOOD.
 RO0491'THE MARK IS LOCATED 4.0 MILES WESTERLY ALONG TRUNK HIGHWAY 210 FROM
 RO0491'THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 35 AT UNDERWOOD,
 RO0491'12.35 MILES WESTERLY ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF
 RO0491'TRUNK HIGHWAYS 78 AND 210 AT BATTLE LAKE, AND 5.5 MILES EASTERLY ALONG
 RO0491'TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAYS 59 AND 210 AT
 RO0491'FERGUS FALLS.  IT IS 0.1 MILE SOUTH OF TRUNK HIGHWAY 210 AT MILEPOINT
 RO0491'33.65, 185.0 FEET EAST OF ELKS POINT ROAD, AND 23.2 FEET NORTH OF AND
 RO0491'ABOUT 2 FEET LOWER THAN THE CENTER OF AN ABANDONED ROAD (OLD TRUNK
 RO0491'HIGHWAY 210).  THE MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT
 RO0491'(VCM) DISK, IS SET IN THE NORTHEAST CORNER (HEADWALL) OF A 4 FOOT BY 8
 RO0491'FOOT CATTLE PASS UNDER OLD TRUNK HIGHWAY 10.  SE 1/4 SECTION 34, T
 RO0491'133, R 42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0488 ***********************************************************************
 RO0488  DESIGNATION -  5602 AE
 RO0488  PID         -  RO0488
 RO0488  STATE/COUNTY-  MN/OTTER TAIL
 RO0488  USGS QUAD   -  WALL LAKE (1974)
 RO0488
 RO0488                         *CURRENT SURVEY CONTROL
 RO0488  ___________________________________________________________________
 RO0488* NAD 83(1986)-  46 17 00.     (N)    095 55 31.     (W)     SCALED    
 RO0488* NAVD 88     -       403.158  (meters)    1322.69   (feet)  ADJUSTED  
 RO0488  ___________________________________________________________________
 RO0488  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 RO0488  DYNAMIC HT  -         403.153 (meters)    1322.68  (feet)  COMP
 RO0488  MODELED GRAV-     980,590.3   (mgal)                       NAVD 88
 RO0488
 RO0488  VERT ORDER  -  SECOND    CLASS I
 RO0488
 RO0488.The horizontal coordinates were scaled from a topographic map and have
 RO0488.an estimated accuracy of +/- 6 seconds.
 RO0488
 RO0488.The orthometric height was determined by differential leveling
 RO0488.and adjusted by the National Geodetic Survey in June 1991..
 RO0488
 RO0488.The geoid height was determined by GEOID03.
 RO0488
 RO0488.The dynamic height is computed by dividing the NAVD 88
 RO0488.geopotential number by the normal gravity value computed on the
 RO0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0488.degrees latitude (g = 980.6199 gals.).
 RO0488
 RO0488.The modeled gravity was interpolated from observed gravity values.
 RO0488
 RO0488;                    North         East    Units  Estimated Accuracy
 RO0488;SPC MN C     -   244,000.      670,910.      MT  (+/- 180 meters Scaled)
 RO0488
 RO0488                          SUPERSEDED SURVEY CONTROL
 RO0488
 RO0488  NGVD 29 (??/??/92)  402.919  (m)         1321.91   (f) ADJ UNCH    2 1
 RO0488
 RO0488.Superseded values are not recommended for survey control.
 RO0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0488.See file dsdata.txt to determine how the superseded data were derived.
 RO0488
 RO0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM746296(NAD 83)
 RO0488_MARKER: DD = SURVEY DISK
 RO0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0488_SP_SET: CULVERT
 RO0488_STAMPING: 5602 AE
 RO0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0488
 RO0488  HISTORY     - Date     Condition        Report By
 RO0488  HISTORY     - UNK      MONUMENTED       MNDT
 RO0488  HISTORY     - 1975     GOOD             MNDT
 RO0488
 RO0488                          STATION DESCRIPTION
 RO0488
 RO0488'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0488'2.45 MI W FROM UNDERWOOD.
 RO0488'THE MARK IS LOCATED 2.45 MILES WESTERLY ALONG TRUNK HIGHWAY 210 FROM
 RO0488'THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 35 AT UNDERWOOD,
 RO0488'11.8 MILES WESTERLY ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK
 RO0488'HIGHWAYS 78 AND 210 AT BATTLE LAKE, AND 7.05 MILES EASTERLY ALONG
 RO0488'TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAYS 59 AND 210 AT
 RO0488'FERGUS FALLS.  IT IS 52.0 FEET SOUTH OF AND ABOUT 10 FEET LOWER THAN
 RO0488'THE CENTERLINE OF TRUNK HIGHWAY 210 AT MILEPOINT 35.15, AND ABOUT 100
 RO0488'FEET NORTH OF THE NORTHWEST SHORE OF A SMALL LAKE.  THE MARK, A
 RO0488'STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM) DISK, IS SET IN THE
 RO0488'SOUTHEAST CORNER (HEADWALL) OF A 4 FOOT BY 8 FOOT CONCRETE BOX CULVERT
 RO0488'UNDER TRUNK HIGHWAY 210.  SW 1/4 SECTION 36, T 133N, R 42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0486 ***********************************************************************
 RO0486  DESIGNATION -  5602 AF
 RO0486  PID         -  RO0486
 RO0486  STATE/COUNTY-  MN/OTTER TAIL
 RO0486  USGS QUAD   -  WALL LAKE (1974)
 RO0486
 RO0486                         *CURRENT SURVEY CONTROL
 RO0486  ___________________________________________________________________
 RO0486* NAD 83(1986)-  46 17 00.     (N)    095 54 13.     (W)     SCALED    
 RO0486* NAVD 88     -       420.037  (meters)    1378.07   (feet)  ADJUSTED  
 RO0486  ___________________________________________________________________
 RO0486  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 RO0486  DYNAMIC HT  -         420.032 (meters)    1378.06  (feet)  COMP
 RO0486  MODELED GRAV-     980,591.3   (mgal)                       NAVD 88
 RO0486
 RO0486  VERT ORDER  -  SECOND    CLASS I
 RO0486
 RO0486.The horizontal coordinates were scaled from a topographic map and have
 RO0486.an estimated accuracy of +/- 6 seconds.
 RO0486
 RO0486.The orthometric height was determined by differential leveling
 RO0486.and adjusted by the National Geodetic Survey in June 1991..
 RO0486
 RO0486.The geoid height was determined by GEOID03.
 RO0486
 RO0486.The dynamic height is computed by dividing the NAVD 88
 RO0486.geopotential number by the normal gravity value computed on the
 RO0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0486.degrees latitude (g = 980.6199 gals.).
 RO0486
 RO0486.The modeled gravity was interpolated from observed gravity values.
 RO0486
 RO0486;                    North         East    Units  Estimated Accuracy
 RO0486;SPC MN C     -   243,970.      672,580.      MT  (+/- 180 meters Scaled)
 RO0486
 RO0486                          SUPERSEDED SURVEY CONTROL
 RO0486
 RO0486  NGVD 29 (??/??/92)  419.798  (m)         1377.29   (f) ADJ UNCH    2 1
 RO0486
 RO0486.Superseded values are not recommended for survey control.
 RO0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0486.See file dsdata.txt to determine how the superseded data were derived.
 RO0486
 RO0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM763296(NAD 83)
 RO0486_MARKER: DD = SURVEY DISK
 RO0486_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0486+WITH SETTING: INTO GROUND
 RO0486_STAMPING: 5602 AF 1975
 RO0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0486+STABILITY: SURFACE MOTION
 RO0486
 RO0486  HISTORY     - Date     Condition        Report By
 RO0486  HISTORY     - 1975     MONUMENTED       MNDT
 RO0486
 RO0486                          STATION DESCRIPTION
 RO0486
 RO0486'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0486'1.5 MI W FROM UNDERWOOD.
 RO0486'THE MARK IS LOCATED 1.5 MILES WESTERLY ALONG TRUNK HIGHWAY 210 FROM
 RO0486'THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 35 AT UNDERWOOD,
 RO0486'9.85 MILES WESTERLY ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK
 RO0486'HIGHWAY 78 AND 210 AT BATTLE LAKE, AND 8.0 MILES EASTERLY ALONG TRUNK
 RO0486'HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAYS 59 AND 210 AT FERGUS
 RO0486'FALLS.  IT IS 85.0 FEET NORTH OF AND ABOUT 4 FEET HIGHER THAN THE
 RO0486'CENTERLINE OF TRUNK HIGHWAY 210 AT MILE POINT 36.05, 17.5 FEET EAST OF
 RO0486'THE CENTER OF A FIELD ROAD (NORTH), 27.1 FEET WEST OF A RIGHT-OF-WAY
 RO0486'POST, 32.9 FEET EAST OF ANOTHER RIGHT-OF-WAY POST AND 4.8 FEET
 RO0486'EAST-SOUTHEAST OF A POWER POLE.  THE MARK, A STANDARD MNHD VERTICAL
 RO0486'CONTROL MONUMENT (VCM) DISK, IS CRIMPED TO THE TOP OF A 5/8 INCH
 RO0486'DIAMETER BY 15 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL. IT
 RO0486'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS 0.8 FOOT
 RO0486'SOUTH OF A STEEL WITNESS POST.  SW 1/4 SECTION 31, T 133N, R 41W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0485 ***********************************************************************
 RO0485  DESIGNATION -  5602 AG
 RO0485  PID         -  RO0485
 RO0485  STATE/COUNTY-  MN/OTTER TAIL
 RO0485  USGS QUAD   -  WALL LAKE (1974)
 RO0485
 RO0485                         *CURRENT SURVEY CONTROL
 RO0485  ___________________________________________________________________
 RO0485* NAD 83(1986)-  46 17 24.     (N)    095 53 07.     (W)     SCALED    
 RO0485* NAVD 88     -       407.397  (meters)    1336.60   (feet)  ADJUSTED  
 RO0485  ___________________________________________________________________
 RO0485  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 RO0485  DYNAMIC HT  -         407.392 (meters)    1336.59  (feet)  COMP
 RO0485  MODELED GRAV-     980,592.0   (mgal)                       NAVD 88
 RO0485
 RO0485  VERT ORDER  -  SECOND    CLASS I
 RO0485
 RO0485.The horizontal coordinates were scaled from a topographic map and have
 RO0485.an estimated accuracy of +/- 6 seconds.
 RO0485
 RO0485.The orthometric height was determined by differential leveling
 RO0485.and adjusted by the National Geodetic Survey in June 1991..
 RO0485
 RO0485.The geoid height was determined by GEOID03.
 RO0485
 RO0485.The dynamic height is computed by dividing the NAVD 88
 RO0485.geopotential number by the normal gravity value computed on the
 RO0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0485.degrees latitude (g = 980.6199 gals.).
 RO0485
 RO0485.The modeled gravity was interpolated from observed gravity values.
 RO0485
 RO0485;                    North         East    Units  Estimated Accuracy
 RO0485;SPC MN C     -   244,680.      674,010.      MT  (+/- 180 meters Scaled)
 RO0485
 RO0485                          SUPERSEDED SURVEY CONTROL
 RO0485
 RO0485  NGVD 29 (??/??/92)  407.156  (m)         1335.81   (f) ADJ UNCH    2 1
 RO0485
 RO0485.Superseded values are not recommended for survey control.
 RO0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0485.See file dsdata.txt to determine how the superseded data were derived.
 RO0485
 RO0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM777303(NAD 83)
 RO0485_MARKER: DD = SURVEY DISK
 RO0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0485_STAMPING: 5602 AG 1975
 RO0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0485+STABILITY: SURFACE MOTION
 RO0485
 RO0485  HISTORY     - Date     Condition        Report By
 RO0485  HISTORY     - 1975     MONUMENTED       MNDT
 RO0485
 RO0485                          STATION DESCRIPTION
 RO0485
 RO0485'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0485'0.55 MI W FROM UNDERWOOD.
 RO0485'THE MARK IS LOCATED 0.55 MILE WESTERLY ALONG TRUNK HIGHWAY 210 FROM
 RO0485'THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 35 AT UNDERWOOD, 8.9
 RO0485'MILES WESTERLY ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK
 RO0485'HIGHWAYS 78 AND 210 AT BATTLE LAKE, AND 8.95 EASTERLY ALONG TRUNK
 RO0485'HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAYS 59 AND 210 AT FERGUS
 RO0485'FALLS.  IT IS 104.5 FEET SOUTH OF AND ABOUT 3 FEET HIGHER THAN THE
 RO0485'CENTERLINE OF TRUNK HIGHWAY 210 AT MILEPOINT 37, 67.0 FEET EAST OF THE
 RO0485'CENTER OF A TOWNSHIP ROAD (SOUTH), 44.5 FEET EAST-NORTHEAST OF A
 RO0485'BURIED CABLE MARKER (INDEPENDENT TELEPHONE COMPANY), 13.0 FEET NORTH
 RO0485'OF A 24 INCH OAK TREE AND EAST-WEST FENCE LINE, 8.0 FEET
 RO0485'EAST-SOUTHEAST OF ANOTHER 24 INCH OAK TREE AND 14.5 FEET
 RO0485'WEST-SOUTHWEST OF A 20 INCH OAK TREE.  THE MARK, A STANDARD MNHD
 RO0485'VERTICAL CONTROL MONUMENT (VCM) DISK IS CRIMPED TO THE TOP OF A 5/8
 RO0485'INCH DIAMETER BY .21 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN TO
 RO0485'REFUSAL.  IT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 RO0485'1.0 FEET SOUTH OF A STEEL WITNESS POST.  NW 1/4 SECTION 6, T 132N, R
 RO0485'41W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0494 ***********************************************************************
 RO0494  DESIGNATION -  5602 AH
 RO0494  PID         -  RO0494
 RO0494  STATE/COUNTY-  MN/OTTER TAIL
 RO0494  USGS QUAD   -  UNDERWOOD (1973)
 RO0494
 RO0494                         *CURRENT SURVEY CONTROL
 RO0494  ___________________________________________________________________
 RO0494* NAD 83(1986)-  46 17 00.     (N)    095 52 19.     (W)     SCALED    
 RO0494* NAVD 88     -       413.511  (meters)    1356.66   (feet)  ADJUSTED  
 RO0494  ___________________________________________________________________
 RO0494  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 RO0494  DYNAMIC HT  -         413.507 (meters)    1356.65  (feet)  COMP
 RO0494  MODELED GRAV-     980,592.1   (mgal)                       NAVD 88
 RO0494
 RO0494  VERT ORDER  -  SECOND    CLASS I
 RO0494
 RO0494.The horizontal coordinates were scaled from a topographic map and have
 RO0494.an estimated accuracy of +/- 6 seconds.
 RO0494
 RO0494.The orthometric height was determined by differential leveling
 RO0494.and adjusted by the National Geodetic Survey in June 1991..
 RO0494
 RO0494.The geoid height was determined by GEOID03.
 RO0494
 RO0494.The dynamic height is computed by dividing the NAVD 88
 RO0494.geopotential number by the normal gravity value computed on the
 RO0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0494.degrees latitude (g = 980.6199 gals.).
 RO0494
 RO0494.The modeled gravity was interpolated from observed gravity values.
 RO0494
 RO0494;                    North         East    Units  Estimated Accuracy
 RO0494;SPC MN C     -   243,920.      675,020.      MT  (+/- 180 meters Scaled)
 RO0494
 RO0494                          SUPERSEDED SURVEY CONTROL
 RO0494
 RO0494  NGVD 29 (??/??/92)  413.270  (m)         1355.87   (f) ADJ UNCH    2 1
 RO0494
 RO0494.Superseded values are not recommended for survey control.
 RO0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0494.See file dsdata.txt to determine how the superseded data were derived.
 RO0494
 RO0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM787295(NAD 83)
 RO0494_MARKER: DD = SURVEY DISK
 RO0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0494_STAMPING: 5602 AH 1975
 RO0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0494+STABILITY: SURFACE MOTION
 RO0494
 RO0494  HISTORY     - Date     Condition        Report By
 RO0494  HISTORY     - 1975     MONUMENTED       MNDT
 RO0494
 RO0494                          STATION DESCRIPTION
 RO0494
 RO0494'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0494'IN UNDERWOOD.
 RO0494'THE MARK IS LOCATED 0.1 MILE NORTH ALONG COUNTY ROAD 35 FROM THE
 RO0494'JUNCTION OF COUNTY ROAD 35 AND TRUNK HIGHWAY 210 AT UNDERWOOD. THENCE
 RO0494'EAST ALONG COUNTY ROAD 122 FOR 0.1 MILE.  IT IS 42.2 FEET NORTH OF THE
 RO0494'CENTER OF AN EAST-WEST STREET (COUNTY ROAD 122), 114.0 FEET WEST OF
 RO0494'THE CENTER OF A NORTH-SOUTH STREET, AND 112.5 FEET NORTH OF THE
 RO0494'NORTHWEST CORNER OF THE UNDERWOOD SCHOOL.  THE MARK, A STANDARD MNHD
 RO0494'VERTICAL CONTROL MONUMENT (VCM) DISK, IS SET IN THE SOUTHEAST CORNER
 RO0494'OF THE SOUTHEAST LEG OF THE UNDERWOOD WATER TANK. IT IS ABOUT 4 FEET
 RO0494'ABOVE THE LEVEL OF THE STREETS.  SE 1/4 SECTION 32, T 133N, R 41W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0500 ***********************************************************************
 RO0500  DESIGNATION -  5602 AJ
 RO0500  PID         -  RO0500
 RO0500  STATE/COUNTY-  MN/OTTER TAIL
 RO0500  USGS QUAD   -  UNDERWOOD (1973)
 RO0500
 RO0500                         *CURRENT SURVEY CONTROL
 RO0500  ___________________________________________________________________
 RO0500* NAD 83(1986)-  46 16 24.     (N)    095 50 35.     (W)     SCALED    
 RO0500* NAVD 88     -       403.115  (meters)    1322.55   (feet)  ADJUSTED  
 RO0500  ___________________________________________________________________
 RO0500  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 RO0500  DYNAMIC HT  -         403.111 (meters)    1322.54  (feet)  COMP
 RO0500  MODELED GRAV-     980,593.4   (mgal)                       NAVD 88
 RO0500
 RO0500  VERT ORDER  -  SECOND    CLASS I
 RO0500
 RO0500.The horizontal coordinates were scaled from a topographic map and have
 RO0500.an estimated accuracy of +/- 6 seconds.
 RO0500
 RO0500.The orthometric height was determined by differential leveling
 RO0500.and adjusted by the National Geodetic Survey in June 1991..
 RO0500
 RO0500.The geoid height was determined by GEOID03.
 RO0500
 RO0500.The dynamic height is computed by dividing the NAVD 88
 RO0500.geopotential number by the normal gravity value computed on the
 RO0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0500.degrees latitude (g = 980.6199 gals.).
 RO0500
 RO0500.The modeled gravity was interpolated from observed gravity values.
 RO0500
 RO0500;                    North         East    Units  Estimated Accuracy
 RO0500;SPC MN C     -   242,760.      677,220.      MT  (+/- 180 meters Scaled)
 RO0500
 RO0500                          SUPERSEDED SURVEY CONTROL
 RO0500
 RO0500  NGVD 29 (??/??/92)  402.874  (m)         1321.76   (f) ADJ UNCH    2 1
 RO0500
 RO0500.Superseded values are not recommended for survey control.
 RO0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0500.See file dsdata.txt to determine how the superseded data were derived.
 RO0500
 RO0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM809283(NAD 83)
 RO0500_MARKER: DD = SURVEY DISK
 RO0500_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0500+WITH SETTING: INTO GROUND
 RO0500_STAMPING: 5602 AJ 1975
 RO0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0500+STABILITY: SURFACE MOTION
 RO0500
 RO0500  HISTORY     - Date     Condition        Report By
 RO0500  HISTORY     - 1975     MONUMENTED       MNDT
 RO0500
 RO0500                          STATION DESCRIPTION
 RO0500
 RO0500'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0500'1.7 MI SE FROM UNDERWOOD.
 RO0500'THE MARK IS LOCATED 1.7 MILES SOUTHEAST ALONG TRUNK HIGHWAY 210 FROM
 RO0500'THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 35 AT UNDERWOOD,
 RO0500'6.65 MILES WESTERLY ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK
 RO0500'HIGHWAYS 78 AND 210 AT BATTLE LAKE, AND 8.5 MILES EASTERLY ALONG TRUNK
 RO0500'HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAYS 59 AND 210 AT FERGUS
 RO0500'FALLS.  IT IS 101.0 FEET NORTH OF AND ABOUT 3 FEET LOWER THAN THE
 RO0500'CENTERLINE OF TRUNK HIGHWAY 210 AT MILEPOINT 39.15, 46.6 FEET
 RO0500'NORTH-NORTHWEST OF THE NORTH END OF A 30 INCH CONCRETE PIPE UNDER
 RO0500'TRUNK HIGHWAY 210, 101.0 FEET EAST OF A RIGHT-OF-WAY POST AND 2.9 FEET
 RO0500'SOUTHEAST OF A POWER POLE.  THE MARK, A STANDARD MNHD VERTICAL CONTROL
 RO0500'MONUMENT (VCM) DISK, IS CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY
 RO0500'64 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL. IT IS FLUSH WITH
 RO0500'THE SURFACE OF THE GROUND AND IS 0.8 FOOT SOUTH OF A STEEL WITNESS
 RO0500'POST.  SE 1/4 SECTION 4, T 132N, R 41W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0502 ***********************************************************************
 RO0502  DESIGNATION -  5602 AK
 RO0502  PID         -  RO0502
 RO0502  STATE/COUNTY-  MN/OTTER TAIL
 RO0502  USGS QUAD   -  UNDERWOOD (1973)
 RO0502
 RO0502                         *CURRENT SURVEY CONTROL
 RO0502  ___________________________________________________________________
 RO0502* NAD 83(1986)-  46 16 02.     (N)    095 48 44.     (W)     SCALED    
 RO0502* NAVD 88     -       421.341  (meters)    1382.35   (feet)  ADJUSTED  
 RO0502  ___________________________________________________________________
 RO0502  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 RO0502  DYNAMIC HT  -         421.339 (meters)    1382.34  (feet)  COMP
 RO0502  MODELED GRAV-     980,595.4   (mgal)                       NAVD 88
 RO0502
 RO0502  VERT ORDER  -  SECOND    CLASS I
 RO0502
 RO0502.The horizontal coordinates were scaled from a topographic map and have
 RO0502.an estimated accuracy of +/- 6 seconds.
 RO0502
 RO0502.The orthometric height was determined by differential leveling
 RO0502.and adjusted by the National Geodetic Survey in June 1991..
 RO0502
 RO0502.The geoid height was determined by GEOID03.
 RO0502
 RO0502.The dynamic height is computed by dividing the NAVD 88
 RO0502.geopotential number by the normal gravity value computed on the
 RO0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0502.degrees latitude (g = 980.6199 gals.).
 RO0502
 RO0502.The modeled gravity was interpolated from observed gravity values.
 RO0502
 RO0502;                    North         East    Units  Estimated Accuracy
 RO0502;SPC MN C     -   242,030.      679,590.      MT  (+/- 180 meters Scaled)
 RO0502
 RO0502                          SUPERSEDED SURVEY CONTROL
 RO0502
 RO0502  NGVD 29 (??/??/92)  421.103  (m)         1381.57   (f) ADJ UNCH    2 1
 RO0502
 RO0502.Superseded values are not recommended for survey control.
 RO0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0502.See file dsdata.txt to determine how the superseded data were derived.
 RO0502
 RO0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM832275(NAD 83)
 RO0502_MARKER: DD = SURVEY DISK
 RO0502_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0502+WITH SETTING: INTO GROUND
 RO0502_STAMPING: 5602 AK 1975
 RO0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0502+STABILITY: SURFACE MOTION
 RO0502
 RO0502  HISTORY     - Date     Condition        Report By
 RO0502  HISTORY     - 1975     MONUMENTED       MNDT
 RO0502
 RO0502                          STATION DESCRIPTION
 RO0502
 RO0502'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0502'3.35 MI SE FROM UNDERWOOD.
 RO0502'THE MARK IS LOCATED 3.35 MILES SOUTHEASTERLY ALONG TRUNK HIGHWAY 210
 RO0502'FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 35 AT
 RO0502'UNDERWOOD, 5.0 MILES WEST ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF
 RO0502'TRUNK HIGHWAYS 78 AND 210 AT BATTLE LAKE AND 12.85 MILES EASTERLY
 RO0502'ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAYS 59 AND 210
 RO0502'AT FERGUS FALLS.  IT IS 157.5 FEET SOUTH OF AND ABOUT 2 FEET HIGHER
 RO0502'THAN THE CENTERLINE OF TRUNK HIGHWAY 210 AT MILEPOINT 40.75, 42.0 FEET
 RO0502'WEST OF THE CENTER OF A TOWNSHIP ROAD, 43.0 FEET NORTH-NORTHWEST OF A
 RO0502'RIGHT-OF-WAY POST, AND 2.0 FEET NORTH OF A POWER POLE (NORTH-SOUTH
 RO0502'POWER LINE).  THE MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT
 RO0502'(VCM) DISK, IS CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 32 FOOT
 RO0502'LONG COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL.  IT IS FLUSH WITH THE
 RO0502'SURFACE OF THE GROUND AND IS 0.7 FOOT NORTH OF A STEEL WITNESS POST.
 RO0502'NE 1/4 SECTION 10, T 132N, R 41W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0504 ***********************************************************************
 RO0504  DESIGNATION -  5602 AL
 RO0504  PID         -  RO0504
 RO0504  STATE/COUNTY-  MN/OTTER TAIL
 RO0504  USGS QUAD   -  UNDERWOOD (1973)
 RO0504
 RO0504                         *CURRENT SURVEY CONTROL
 RO0504  ___________________________________________________________________
 RO0504* NAD 83(1986)-  46 16 02.     (N)    095 46 06.     (W)     SCALED    
 RO0504* NAVD 88     -       408.663  (meters)    1340.76   (feet)  ADJUSTED  
 RO0504  ___________________________________________________________________
 RO0504  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 RO0504  DYNAMIC HT  -         408.661 (meters)    1340.75  (feet)  COMP
 RO0504  MODELED GRAV-     980,598.1   (mgal)                       NAVD 88
 RO0504
 RO0504  VERT ORDER  -  SECOND    CLASS I
 RO0504
 RO0504.The horizontal coordinates were scaled from a topographic map and have
 RO0504.an estimated accuracy of +/- 6 seconds.
 RO0504
 RO0504.The orthometric height was determined by differential leveling
 RO0504.and adjusted by the National Geodetic Survey in June 1991..
 RO0504
 RO0504.The geoid height was determined by GEOID03.
 RO0504
 RO0504.The dynamic height is computed by dividing the NAVD 88
 RO0504.geopotential number by the normal gravity value computed on the
 RO0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0504.degrees latitude (g = 980.6199 gals.).
 RO0504
 RO0504.The modeled gravity was interpolated from observed gravity values.
 RO0504
 RO0504;                    North         East    Units  Estimated Accuracy
 RO0504;SPC MN C     -   241,970.      682,970.      MT  (+/- 180 meters Scaled)
 RO0504
 RO0504                          SUPERSEDED SURVEY CONTROL
 RO0504
 RO0504  NGVD 29 (??/??/92)  408.426  (m)         1339.98   (f) ADJ UNCH    2 1
 RO0504
 RO0504.Superseded values are not recommended for survey control.
 RO0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0504.See file dsdata.txt to determine how the superseded data were derived.
 RO0504
 RO0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM866274(NAD 83)
 RO0504_MARKER: DD = SURVEY DISK
 RO0504_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0504+WITH SETTING: INTO GROUND
 RO0504_STAMPING: 5602 AL 1975
 RO0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0504+STABILITY: SURFACE MOTION
 RO0504
 RO0504  HISTORY     - Date     Condition        Report By
 RO0504  HISTORY     - 1975     MONUMENTED       MNDT
 RO0504
 RO0504                          STATION DESCRIPTION
 RO0504
 RO0504'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0504'2.9 MI W FROM BATTLE LAKE.
 RO0504'THE MARK IS LOCATED 2.9 MILES WESTERLY ALONG TRUNK HIGHWAY 210 FROM
 RO0504'THE JUNCTION OF TRUNK HIGHWAYS 78 AND 210 AT BATTLE LAKE, 5.4 MILES
 RO0504'EASTERLY ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY
 RO0504'210 AND COUNTY ROAD 35 AT UNDERWOOD, AND 14.95 MILES EASTERLY ALONG
 RO0504'TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAYS 59 AND 210 AT
 RO0504'FERGUS FALLS.  IT IS 73.5 FEET SOUTH OF AND ABOUT 2 FEET LOWER THAN
 RO0504'THE CENTERLINE OF TRUNK HIGHWAY 210 AT MILEPOINT 43.8, 120.0 FEET WEST
 RO0504'OF A RIGHT-OF-WAY POST, 69.0 FEET SOUTHWEST OF A 2 INCH PIPE SUPPORT
 RO0504'FOR MAIL BOX L AUNE, AND 1.9 FEET NORTHWEST OF A POWER POLE. THE MARK,
 RO0504'A STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM) DISK IS CRIMPED TO THE
 RO0504'TOP OF A 5/8 INCH DIAMETER BY 16 FOOT LONG COPPER-CLAD STEEL ROD
 RO0504'DRIVEN TO REFUSAL.  IT IS FLUSH WITH THE SURFACE OF THE GROUND AND IS
 RO0504'0.5 FOOT NORTH OF A STEEL WITNESS POST.  SW 1/4 SECTION 6, T 132N, R
 RO0504'40W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0509 ***********************************************************************
 RO0509  DESIGNATION -  5602 AM
 RO0509  PID         -  RO0509
 RO0509  STATE/COUNTY-  MN/OTTER TAIL
 RO0509  USGS QUAD   -  BATTLE LAKE (1973)
 RO0509
 RO0509                         *CURRENT SURVEY CONTROL
 RO0509  ___________________________________________________________________
 RO0509* NAD 83(1996)-  46 16 27.25764(N)    095 43 51.56981(W)     ADJUSTED  
 RO0509* NAVD 88     -       424.656  (meters)    1393.23   (feet)  ADJUSTED  
 RO0509  ___________________________________________________________________
 RO0509  X           -    -441,034.413 (meters)                     COMP
 RO0509  Y           -  -4,394,541.642 (meters)                     COMP
 RO0509  Z           -   4,586,657.646 (meters)                     COMP
 RO0509  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 RO0509  ELLIP HEIGHT-         398.00  (meters)          (05/31/05) GPS OBS
 RO0509  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 RO0509  DYNAMIC HT  -         424.656 (meters)    1393.23  (feet)  COMP
 RO0509  MODELED GRAV-     980,600.4   (mgal)                       NAVD 88
 RO0509
 RO0509  HORZ ORDER  -  FIRST
 RO0509  VERT ORDER  -  SECOND    CLASS I
 RO0509  ELLP ORDER  -  FOURTH    CLASS I
 RO0509
 RO0509.The horizontal coordinates were established by GPS observations
 RO0509.and adjusted by the MN DEPT OF TRANSP in May 2005..
 RO0509
 RO0509.The orthometric height was determined by differential leveling
 RO0509.and adjusted by the National Geodetic Survey in June 1991..
 RO0509
 RO0509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0509
 RO0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0509
 RO0509.The ellipsoidal height was determined by GPS observations
 RO0509.and is referenced to NAD 83.
 RO0509
 RO0509.The geoid height was determined by GEOID03.
 RO0509
 RO0509.The dynamic height is computed by dividing the NAVD 88
 RO0509.geopotential number by the normal gravity value computed on the
 RO0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0509.degrees latitude (g = 980.6199 gals.).
 RO0509
 RO0509.The modeled gravity was interpolated from observed gravity values.
 RO0509
 RO0509;                    North         East     Units Scale Factor Converg.
 RO0509;SPC MN C     -   242,693.609   685,861.084   MT  0.99992258   -1 04 16.8
 RO0509;UTM  15      - 5,128,143.249   289,583.606   MT  1.00014429   -1 58 27.4
 RO0509
 RO0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0509!SPC MN C     -   0.99993761  x   0.99992258  =   0.99986020
 RO0509!UTM  15      -   0.99993761  x   1.00014429  =   1.00008189
 RO0509
 RO0509:                Primary Azimuth Mark                     Grid Az
 RO0509:SPC MN C     -  5602 KA                                  089 42 13.7
 RO0509:UTM  15      -  5602 KA                                  090 36 24.3
 RO0509
 RO0509|---------------------------------------------------------------------|
 RO0509| PID    Reference Object                     Distance      Geod. Az  |
 RO0509|                                                           dddmmss.s |
 RO0509| DH4059 5602 KA                             APPROX. 1.3 KM 0883756.9 |
 RO0509|---------------------------------------------------------------------|
 RO0509
 RO0509                          SUPERSEDED SURVEY CONTROL
 RO0509
 RO0509  NAVD 88 (05/31/05)  424.66   (m)         1393.2    (f) LEVELING    3  
 RO0509  NGVD 29 (??/??/92)  424.419  (m)         1392.45   (f) ADJ UNCH    2 1
 RO0509
 RO0509.Superseded values are not recommended for survey control.
 RO0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0509.See file dsdata.txt to determine how the superseded data were derived.
 RO0509
 RO0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8958428143(NAD 83)
 RO0509_MARKER: DV = VERTICAL CONTROL DISK
 RO0509_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0509_STAMPING: 5602 AM 1975
 RO0509_MARK LOGO: MNHD  
 RO0509_PROJECTION: RECESSED 5 CENTIMETERS
 RO0509_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RO0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0509+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 RO0509_ROD/PIPE-DEPTH:  7.3 meters
 RO0509
 RO0509  HISTORY     - Date     Condition        Report By
 RO0509  HISTORY     - 1975     MONUMENTED       MNDT
 RO0509  HISTORY     - 20041118 GOOD             MNDT
 RO0509
 RO0509                          STATION DESCRIPTION
 RO0509
 RO0509'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0509'0.85 MI W FROM BATTLE LAKE.
 RO0509'THE MARK IS LOCATED 0.85 MILE WESTERLY ALONG TRUNK HIGHWAY 210 FROM
 RO0509'THE JUNCTION OF TRUNK HIGHWAYS 78 AND 210 AT BATTLE LAKE.  IT IS 111.5
 RO0509'FEET SOUTH OF AND ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF TRUNK
 RO0509'HIGHWAY 210 AT MILEPOINT 44.75, 92 FEET WEST OF THE CENTER OF A
 RO0509'TOWNSHIP ROAD, 87.3 FEET NORTHWEST OF A RIGHT-OF-WAY POST, 50.1 FEET
 RO0509'SOUTHEAST OF ANOTHER RIGHT-OF-WAY POST, 3.8 FEET NORTHWEST OF STILL
 RO0509'ANOTHER RIGHT-OF-WAY POST, AND 55.9 FEET SOUTHEAST OF A POWER POLE.
 RO0509'THE MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM) DISK, IS
 RO0509'CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 RO0509'STEEL ROD DRIVEN TO REFUSAL.  IT IS FLUSH WITH THE SURFACE OF THE
 RO0509'GROUND AND IS 0.7 FEET NORTHEAST OF A STEEL WITNESS POST.  SE 1/4
 RO0509'SECTION 5, T 132N, R 40W.
 RO0509
 RO0509                          STATION RECOVERY (2004)
 RO0509
 RO0509'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 RO0509'0.85 MILE WEST ON TRUNK HIGHWAY 210 FROM JUNCTION OF TRUNK HIGHWAY 78
 RO0509'AND TRUNK  HIGHWAY 210 AT BATTLE LAKE, 111.5 FEET SOUTH OF TRUNK
 RO0509'HIGHWAY 210 AT MILEPOINT 44.75, 92  FEET WEST OF 365TH AVENUE, 87.3
 RO0509'FEET NORTHWEST OF RIGHT OF WAY POST, 50.1 FEET  SOUTHEAST OF RIGHT OF
 RO0509'WAY POST, 3.8 FEET NORTHWEST OF RIGHT OF WAY POST, 55.9 FEET
 RO0509'SOUTHWEST OF POWER POLE, 0.7 FOOT NORTHEAST OF WITNESS POST.  RECESSED
 RO0509'2 INCHES,  MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0481 ***********************************************************************
 RO0481  DESIGNATION -  5602 D
 RO0481  PID         -  RO0481
 RO0481  STATE/COUNTY-  MN/OTTER TAIL
 RO0481  USGS QUAD   -  WALL LAKE (1974)
 RO0481
 RO0481                         *CURRENT SURVEY CONTROL
 RO0481  ___________________________________________________________________
 RO0481* NAD 83(1986)-  46 16 56.     (N)    095 58 43.     (W)     SCALED    
 RO0481* NAVD 88     -       384.505  (meters)    1261.50   (feet)  ADJUSTED  
 RO0481  ___________________________________________________________________
 RO0481  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 RO0481  DYNAMIC HT  -         384.501 (meters)    1261.48  (feet)  COMP
 RO0481  MODELED GRAV-     980,593.3   (mgal)                       NAVD 88
 RO0481
 RO0481  VERT ORDER  -  SECOND    CLASS I
 RO0481
 RO0481.The horizontal coordinates were scaled from a topographic map and have
 RO0481.an estimated accuracy of +/- 6 seconds.
 RO0481
 RO0481.The orthometric height was determined by differential leveling
 RO0481.and adjusted by the National Geodetic Survey in June 1991..
 RO0481
 RO0481.The geoid height was determined by GEOID03.
 RO0481
 RO0481.The dynamic height is computed by dividing the NAVD 88
 RO0481.geopotential number by the normal gravity value computed on the
 RO0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0481.degrees latitude (g = 980.6199 gals.).
 RO0481
 RO0481.The modeled gravity was interpolated from observed gravity values.
 RO0481
 RO0481;                    North         East    Units  Estimated Accuracy
 RO0481;SPC MN C     -   243,970.      666,800.      MT  (+/- 180 meters Scaled)
 RO0481
 RO0481                          SUPERSEDED SURVEY CONTROL
 RO0481
 RO0481  NGVD 29 (??/??/92)  384.264  (m)         1260.71   (f) ADJ UNCH    2 1
 RO0481
 RO0481.Superseded values are not recommended for survey control.
 RO0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0481.See file dsdata.txt to determine how the superseded data were derived.
 RO0481
 RO0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM705297(NAD 83)
 RO0481_MARKER: DD = SURVEY DISK
 RO0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0481_STAMPING: 5692 D 1975
 RO0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0481+STABILITY: SURFACE MOTION
 RO0481
 RO0481  HISTORY     - Date     Condition        Report By
 RO0481  HISTORY     - 1975     MONUMENTED       MNDT
 RO0481
 RO0481                          STATION DESCRIPTION
 RO0481
 RO0481'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0481'4.1 MI E FROM FERGUS FALLS.
 RO0481'THE MARK IS LOCATED 4.1 MILES EASTERLY ALONG TRUNK HIGHWAY 210 FROM
 RO0481'THE JUNCTION OF TRUNK HIGHWAYS 59 AND 210 AT FERGUS FALLS, AND 13.75
 RO0481'MILES WESTERLY ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK
 RO0481'HIGHWAYS 78 AND 210 AT BATTLE LAKE.  IT IS 75.0 FEET NORTH OF AND
 RO0481'ABOUT 4 FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 210 AT
 RO0481'MILEPOINT 32.3, 10.1 FEET EAST OF A POWER POLE, 2.6 FEET WEST OF A
 RO0481'RIGHT-OF-WAY POST AND IS AT THE WEST END OF A 30 FOOT LONG CUT.  THE
 RO0481'MARK IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT
 RO0481'IS FLUSH WITH THE SURFACE OF THE GROUND AND IS 0.5 FOOT SOUTH OF A
 RO0481'STEEL WITNESS POST.  SW 1/4 SECTION 33, T133N, R 42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0489 ***********************************************************************
 RO0489  DESIGNATION -  5602 E
 RO0489  PID         -  RO0489
 RO0489  STATE/COUNTY-  MN/OTTER TAIL
 RO0489  USGS QUAD   -  WALL LAKE (1974)
 RO0489
 RO0489                         *CURRENT SURVEY CONTROL
 RO0489  ___________________________________________________________________
 RO0489* NAD 83(1986)-  46 16 56.     (N)    095 56 43.     (W)     SCALED    
 RO0489* NAVD 88     -       403.942  (meters)    1325.27   (feet)  ADJUSTED  
 RO0489  ___________________________________________________________________
 RO0489  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 RO0489  DYNAMIC HT  -         403.937 (meters)    1325.25  (feet)  COMP
 RO0489  MODELED GRAV-     980,590.3   (mgal)                       NAVD 88
 RO0489
 RO0489  VERT ORDER  -  SECOND    CLASS I
 RO0489
 RO0489.The horizontal coordinates were scaled from a topographic map and have
 RO0489.an estimated accuracy of +/- 6 seconds.
 RO0489
 RO0489.The orthometric height was determined by differential leveling
 RO0489.and adjusted by the National Geodetic Survey in June 1991..
 RO0489
 RO0489.The geoid height was determined by GEOID03.
 RO0489
 RO0489.The dynamic height is computed by dividing the NAVD 88
 RO0489.geopotential number by the normal gravity value computed on the
 RO0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0489.degrees latitude (g = 980.6199 gals.).
 RO0489
 RO0489.The modeled gravity was interpolated from observed gravity values.
 RO0489
 RO0489;                    North         East    Units  Estimated Accuracy
 RO0489;SPC MN C     -   243,910.      669,370.      MT  (+/- 180 meters Scaled)
 RO0489
 RO0489                          SUPERSEDED SURVEY CONTROL
 RO0489
 RO0489  NGVD 29 (??/??/92)  403.702  (m)         1324.48   (f) ADJ UNCH    2 1
 RO0489
 RO0489.Superseded values are not recommended for survey control.
 RO0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0489.See file dsdata.txt to determine how the superseded data were derived.
 RO0489
 RO0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM731296(NAD 83)
 RO0489_MARKER: DD = SURVEY DISK
 RO0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0489_STAMPING: 5602 E
 RO0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0489+STABILITY: SURFACE MOTION
 RO0489
 RO0489  HISTORY     - Date     Condition        Report By
 RO0489  HISTORY     - UNK      MONUMENTED       MNDT
 RO0489  HISTORY     - 1975     GOOD             MNDT
 RO0489
 RO0489                          STATION DESCRIPTION
 RO0489
 RO0489'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0489'3.3 MI W FROM UNDERWOOD.
 RO0489'THE MARK IS LOCATED 6.0 MILES EASTERLY ALONG TRUNK HIGHWAY 210 FROM
 RO0489'THE JUNCTION OF TRUNK HIGHWAYS 59 AND 210 AT FERGUS FALLS, 11.85 MILES
 RO0489'WESTERLY ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAYS
 RO0489'78 AND 210 AT BATTLE LAKE, AND 3.3 MILES WESTERLY ALONG TRUNK HIGHWAY
 RO0489'210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 35 AT
 RO0489'UNDERWOOD.  IT IS 74.0 FEET NORTH OF AND ABOUT 10 FEET HIGHER THAN THE
 RO0489'CENTERLINE OF TRUNK HIGHWAY 210 AT MILEPOINT 34.15, 97.0 FEET EAST OF
 RO0489'POWER POLE NUMBER 10, AND 2.2 FEET WEST OF RIGHT-OF-WAY MARKER. THE
 RO0489'MARK IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT
 RO0489'IS FLUSH WITH THE SURFACE OF THE GROUND AND IS 0.5 FOOT SOUTH OF A
 RO0489'STEEL WITNESS POST.  SW 1/4 SECTION 35, T 133N, R 42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0498 ***********************************************************************
 RO0498  DESIGNATION -  5602 G
 RO0498  PID         -  RO0498
 RO0498  STATE/COUNTY-  MN/OTTER TAIL
 RO0498  USGS QUAD   -  UNDERWOOD (1973)
 RO0498
 RO0498                         *CURRENT SURVEY CONTROL
 RO0498  ___________________________________________________________________
 RO0498* NAD 83(1986)-  46 16 46.     (N)    095 51 49.     (W)     SCALED    
 RO0498* NAVD 88     -       415.081  (meters)    1361.81   (feet)  ADJUSTED  
 RO0498  ___________________________________________________________________
 RO0498  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 RO0498  DYNAMIC HT  -         415.077 (meters)    1361.80  (feet)  COMP
 RO0498  MODELED GRAV-     980,592.3   (mgal)                       NAVD 88
 RO0498
 RO0498  VERT ORDER  -  SECOND    CLASS I
 RO0498
 RO0498.The horizontal coordinates were scaled from a topographic map and have
 RO0498.an estimated accuracy of +/- 6 seconds.
 RO0498
 RO0498.The orthometric height was determined by differential leveling
 RO0498.and adjusted by the National Geodetic Survey in June 1991..
 RO0498
 RO0498.The geoid height was determined by GEOID03.
 RO0498
 RO0498.The dynamic height is computed by dividing the NAVD 88
 RO0498.geopotential number by the normal gravity value computed on the
 RO0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0498.degrees latitude (g = 980.6199 gals.).
 RO0498
 RO0498.The modeled gravity was interpolated from observed gravity values.
 RO0498
 RO0498;                    North         East    Units  Estimated Accuracy
 RO0498;SPC MN C     -   243,470.      675,650.      MT  (+/- 180 meters Scaled)
 RO0498
 RO0498                          SUPERSEDED SURVEY CONTROL
 RO0498
 RO0498  NGVD 29 (??/??/92)  414.840  (m)         1361.02   (f) ADJ UNCH    2 1
 RO0498
 RO0498.Superseded values are not recommended for survey control.
 RO0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0498.See file dsdata.txt to determine how the superseded data were derived.
 RO0498
 RO0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM793290(NAD 83)
 RO0498_MARKER: DD = SURVEY DISK
 RO0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0498_STAMPING: 5602 G 1975
 RO0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0498+STABILITY: SURFACE MOTION
 RO0498
 RO0498  HISTORY     - Date     Condition        Report By
 RO0498  HISTORY     - 1975     MONUMENTED       MNDT
 RO0498
 RO0498                          STATION DESCRIPTION
 RO0498
 RO0498'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0498'0.5 MI ESE FROM UNDERWOOD.
 RO0498'THE MARK IS LOCATED 7.85 MILES WESTERLY ALONG TRUNK HIGHWAY 210 FROM
 RO0498'THE JUNCTION OF TRUNK HIGHWAYS 78 AND 210 AT BATTLE LAKE, 10.0 MILES
 RO0498'EASTERLY ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAYS
 RO0498'59 AND 210 AT FERGUS FALLS AND 0.5 MILE EAST-SOUTHEAST OF ALONG TRUNK
 RO0498'HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 35
 RO0498'AT THE SOUTH SIDE OF UNDERWOOD.  IT IS 73.5 FEET SOUTH OF AND ABOUT 6
 RO0498'FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 210 AT MILEPOINT
 RO0498'39.0, 71.0 FEET EAST OF NORTH-SOUTH TOWNSHIP ROAD, 58.2 FEET WEST OF
 RO0498'NGS UNDERWOOD REFERENCE MARK NUMBER 1, AND 59.2 FEET EAST OF A
 RO0498'RIGHT-OF-WAY MONUMENT.  THE MARK IS SET IN THE TOP OF A PRECAST
 RO0498'CONCRETE MONUMENT (MAGNETIC) THAT IS FLUSH WITH THE SURFACE OF THE
 RO0498'GROUND AND IS 0.5 FOOT NORTH OF A STEEL WITNESS POST.  NE 1/4 SECTION
 RO0498'5, T 132N, R 41W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0501 ***********************************************************************
 RO0501  DESIGNATION -  5602 H
 RO0501  PID         -  RO0501
 RO0501  STATE/COUNTY-  MN/OTTER TAIL
 RO0501  USGS QUAD   -  UNDERWOOD (1973)
 RO0501
 RO0501                         *CURRENT SURVEY CONTROL
 RO0501  ___________________________________________________________________
 RO0501* NAD 83(1986)-  46 16 02.     (N)    095 49 58.     (W)     SCALED    
 RO0501* NAVD 88     -       411.113  (meters)    1348.79   (feet)  ADJUSTED  
 RO0501  ___________________________________________________________________
 RO0501  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 RO0501  DYNAMIC HT  -         411.109 (meters)    1348.78  (feet)  COMP
 RO0501  MODELED GRAV-     980,594.0   (mgal)                       NAVD 88
 RO0501
 RO0501  VERT ORDER  -  SECOND    CLASS I
 RO0501
 RO0501.The horizontal coordinates were scaled from a topographic map and have
 RO0501.an estimated accuracy of +/- 6 seconds.
 RO0501
 RO0501.The orthometric height was determined by differential leveling
 RO0501.and adjusted by the National Geodetic Survey in June 1991..
 RO0501
 RO0501.The geoid height was determined by GEOID03.
 RO0501
 RO0501.The dynamic height is computed by dividing the NAVD 88
 RO0501.geopotential number by the normal gravity value computed on the
 RO0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0501.degrees latitude (g = 980.6199 gals.).
 RO0501
 RO0501.The modeled gravity was interpolated from observed gravity values.
 RO0501
 RO0501;                    North         East    Units  Estimated Accuracy
 RO0501;SPC MN C     -   242,070.      678,000.      MT  (+/- 180 meters Scaled)
 RO0501
 RO0501                          SUPERSEDED SURVEY CONTROL
 RO0501
 RO0501  NGVD 29 (??/??/92)  410.873  (m)         1348.01   (f) ADJ UNCH    2 1
 RO0501
 RO0501.Superseded values are not recommended for survey control.
 RO0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0501.See file dsdata.txt to determine how the superseded data were derived.
 RO0501
 RO0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM817276(NAD 83)
 RO0501_MARKER: DD = SURVEY DISK
 RO0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0501_STAMPING: 5602 H 1975
 RO0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0501+STABILITY: SURFACE MOTION
 RO0501
 RO0501  HISTORY     - Date     Condition        Report By
 RO0501  HISTORY     - 1975     MONUMENTED       MNDT
 RO0501
 RO0501                          STATION DESCRIPTION
 RO0501
 RO0501'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0501'2.35 MI SE FROM UNDERWOOD.
 RO0501'THE MARK IS LOCATED 6.0 MILES WESTERLY ALONG TRUNK HIGHWAY 210 FROM
 RO0501'THE JUNCTION OF TRUNK HIGHWAYS 78 AND 210 AT BATTLE LAKE, 11.85 MILES
 RO0501'EASTERLY ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAYS
 RO0501'59 AND 210 AT FERGUS FALLS, AND 2.35 MILE SOUTHEAST ALONG TRUNK
 RO0501'HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 35
 RO0501'AT UNDERWOOD.  IT IS 213.5 FEET SOUTHWEST OF AND ABOUT 3 FEET LOWER
 RO0501'THAN THE CENTERLINE OF TRUNK HIGHWAY 210 AT MILE POINT 39.75, 35 FEET
 RO0501'SOUTH OF THE EXTENDED CENTER OF T-ROAD WEST, 39.9 FEET WEST OF THE
 RO0501'CENTER OF COUNTY ROAD 119, 30.1 FEET SOUTH-SOUTHWEST OF A POWER POLE
 RO0501'WITH GUY WIRES, AND 11.2 FEET WEST OF A RIGHT-OF-WAY POST.  THE MARK
 RO0501'IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT
 RO0501'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS 0.5 FOOT
 RO0501'NORTH OF A STEEL WITNESS POST.  NW 1/4 SECTION 10, T 132N, R 41W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0505 ***********************************************************************
 RO0505  DESIGNATION -  5602 J
 RO0505  PID         -  RO0505
 RO0505  STATE/COUNTY-  MN/OTTER TAIL
 RO0505  USGS QUAD   -  UNDERWOOD (1973)
 RO0505
 RO0505                         *CURRENT SURVEY CONTROL
 RO0505  ___________________________________________________________________
 RO0505* NAD 83(1986)-  46 16 02.     (N)    095 47 29.     (W)     SCALED    
 RO0505* NAVD 88     -       408.216  (meters)    1339.29   (feet)  ADJUSTED  
 RO0505  ___________________________________________________________________
 RO0505  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 RO0505  DYNAMIC HT  -         408.213 (meters)    1339.28  (feet)  COMP
 RO0505  MODELED GRAV-     980,596.7   (mgal)                       NAVD 88
 RO0505
 RO0505  VERT ORDER  -  SECOND    CLASS I
 RO0505
 RO0505.The horizontal coordinates were scaled from a topographic map and have
 RO0505.an estimated accuracy of +/- 6 seconds.
 RO0505
 RO0505.The orthometric height was determined by differential leveling
 RO0505.and adjusted by the National Geodetic Survey in June 1991..
 RO0505
 RO0505.The geoid height was determined by GEOID03.
 RO0505
 RO0505.The dynamic height is computed by dividing the NAVD 88
 RO0505.geopotential number by the normal gravity value computed on the
 RO0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0505.degrees latitude (g = 980.6199 gals.).
 RO0505
 RO0505.The modeled gravity was interpolated from observed gravity values.
 RO0505
 RO0505;                    North         East    Units  Estimated Accuracy
 RO0505;SPC MN C     -   242,000.      681,190.      MT  (+/- 180 meters Scaled)
 RO0505
 RO0505                          SUPERSEDED SURVEY CONTROL
 RO0505
 RO0505  NGVD 29 (??/??/92)  407.978  (m)         1338.51   (f) ADJ UNCH    2 1
 RO0505
 RO0505.Superseded values are not recommended for survey control.
 RO0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0505.See file dsdata.txt to determine how the superseded data were derived.
 RO0505
 RO0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM849275(NAD 83)
 RO0505_MARKER: DD = SURVEY DISK
 RO0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0505_STAMPING: 5602 J 1975
 RO0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0505+STABILITY: SURFACE MOTION
 RO0505
 RO0505  HISTORY     - Date     Condition        Report By
 RO0505  HISTORY     - 1975     MONUMENTED       MNDT
 RO0505
 RO0505                          STATION DESCRIPTION
 RO0505
 RO0505'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0505'3.95 MI W FROM BATTLE LAKE.
 RO0505'THE MARK IS LOCATED 3.95 MILES WESTERLY ALONG TRUNK HIGHWAY 210 FROM
 RO0505'THE JUNCTION OF TRUNK HIGHWAYS 78 AND 210 AT BATTLE LAKE, 13.9 MILES
 RO0505'EASTERLY ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAYS
 RO0505'59 AND 210 AT FERGUS FALLS, AND 4.4 MILES EASTERLY ALONG TRUNK HIGHWAY
 RO0505'210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY 35 AT UNDERWOOD.
 RO0505'IT IS 73.0 FEET NORTH OF AND ABOUT 3 FEET LOWER THAN THE CENTERLINE
 RO0505'OF TRUNK HIGHWAY 210 AT MILEPOINT 41.8, 32.1 FEET NORTHWEST OF THE
 RO0505'WEST END OF AN 18 INCH CORRUGATED METAL CULVERT UNDER AN ENTRANCE
 RO0505'NORTH, 42.7 FEET EAST OF A POWER POLE WITH A TRANSFORMER, 15.8 FEET
 RO0505'WEST-SOUTHWEST OF A POWER LINE GUY POLE WITH A METER, AND 6.1 FEET
 RO0505'WEST OF THE SOUTHWEST CORNER OF A 3 FOOT BY 4 FOOT METAL STRUCTURE.
 RO0505'THE MARK IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC)
 RO0505'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND IS 0.5 FOOT SOUTH OF
 RO0505'A STEEL WITNESS POST.  SE 1/4 SECTION 2, T 132N, R 41W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0510 ***********************************************************************
 RO0510  DESIGNATION -  5602 K
 RO0510  PID         -  RO0510
 RO0510  STATE/COUNTY-  MN/OTTER TAIL
 RO0510  USGS QUAD   -  UNDERWOOD (1973)
 RO0510
 RO0510                         *CURRENT SURVEY CONTROL
 RO0510  ___________________________________________________________________
 RO0510* NAD 83(1986)-  46 16 06.     (N)    095 45 13.     (W)     SCALED    
 RO0510* NAVD 88     -       413.815  (meters)    1357.66   (feet)  ADJUSTED  
 RO0510  ___________________________________________________________________
 RO0510  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 RO0510  DYNAMIC HT  -         413.814 (meters)    1357.65  (feet)  COMP
 RO0510  MODELED GRAV-     980,599.1   (mgal)                       NAVD 88
 RO0510
 RO0510  VERT ORDER  -  SECOND    CLASS I
 RO0510
 RO0510.The horizontal coordinates were scaled from a topographic map and have
 RO0510.an estimated accuracy of +/- 6 seconds.
 RO0510
 RO0510.The orthometric height was determined by differential leveling
 RO0510.and adjusted by the National Geodetic Survey in June 1991..
 RO0510
 RO0510.The geoid height was determined by GEOID03.
 RO0510
 RO0510.The dynamic height is computed by dividing the NAVD 88
 RO0510.geopotential number by the normal gravity value computed on the
 RO0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0510.degrees latitude (g = 980.6199 gals.).
 RO0510
 RO0510.The modeled gravity was interpolated from observed gravity values.
 RO0510
 RO0510;                    North         East    Units  Estimated Accuracy
 RO0510;SPC MN C     -   242,070.      684,110.      MT  (+/- 180 meters Scaled)
 RO0510
 RO0510                          SUPERSEDED SURVEY CONTROL
 RO0510
 RO0510  NGVD 29 (??/??/92)  413.578  (m)         1356.88   (f) ADJ UNCH    2 1
 RO0510
 RO0510.Superseded values are not recommended for survey control.
 RO0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0510.See file dsdata.txt to determine how the superseded data were derived.
 RO0510
 RO0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM878275(NAD 83)
 RO0510_MARKER: DD = SURVEY DISK
 RO0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0510_STAMPING: 5602 K 1975
 RO0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0510+STABILITY: SURFACE MOTION
 RO0510
 RO0510  HISTORY     - Date     Condition        Report By
 RO0510  HISTORY     - 1975     MONUMENTED       MNDT
 RO0510
 RO0510                          STATION DESCRIPTION
 RO0510
 RO0510'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0510'2.1 MI W FROM BATTLE LAKE.
 RO0510'THE MARK IS LOCATED 2.1 MILES WESTERLY ALONG TRUNK HIGHWAY 210 FROM
 RO0510'THE JUNCTION OF TRUNK HIGHWAY 78 AND 210 AT BATTLE LAKE, 15.75 MILES
 RO0510'EASTERLY ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAYS
 RO0510'59 AND 210 AT FERGUS FALLS AND 6.25 MILES EASTERLY ALONG TRUNK HIGHWAY
 RO0510'210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 35 AT
 RO0510'UNDERWOOD.  IT IS 98.0 FEET SOUTH OF AND ABOUT 6 FEET LOWER THAN THE
 RO0510'CENTERLINE OF TRUNK HIGHWAY 210 AT MILEPOINT 43.55, 33.0 FEET NORTH OF
 RO0510'A FENCE, 53.5 FEET NORTHEAST OF A POWER POLE AND 0.2 MILE WEST OF
 RO0510'COUNTY ROAD 47 (SOUTH).  THE MARK IS SET IN THE TOP OF A PRECAST
 RO0510'CONCRETE MONUMENT (MAGNETIC) THAT PROJECTS 4 INCHES ABOVE THE SURFACE
 RO0510'OF THE GROUND AND IS 0.6 FOOT NORTH OF A STEEL WITNESS POST. SW 1/4
 RO0510'SECTION 6, T132N, R 40W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4059 ***********************************************************************
 DH4059  DESIGNATION -  5602 KA
 DH4059  PID         -  DH4059
 DH4059  STATE/COUNTY-  MN/OTTER TAIL
 DH4059  USGS QUAD   -  BATTLE LAKE (1973)
 DH4059
 DH4059                         *CURRENT SURVEY CONTROL
 DH4059  ___________________________________________________________________
 DH4059* NAD 83(1996)-  46 16 28.23123(N)    095 42 52.49966(W)     ADJUSTED  
 DH4059* NAVD 88     -       411.07   (meters)    1348.7    (feet)  LEVELING  
 DH4059  ___________________________________________________________________
 DH4059  X           -    -439,772.788 (meters)                     COMP
 DH4059  Y           -  -4,394,636.815 (meters)                     COMP
 DH4059  Z           -   4,586,668.620 (meters)                     COMP
 DH4059  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 DH4059  ELLIP HEIGHT-         384.43  (meters)          (05/31/05) GPS OBS
 DH4059  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DH4059
 DH4059  HORZ ORDER  -  FIRST
 DH4059  VERT ORDER  -  THIRD ?
 DH4059  ELLP ORDER  -  FOURTH    CLASS I
 DH4059
 DH4059.The horizontal coordinates were established by GPS observations
 DH4059.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4059
 DH4059.The orthometric height was determined by differential leveling.
 DH4059.The vertical network tie was performed by a horz. field party for horz.
 DH4059.obs reductions. Reset procedures were used to establish the elevation.
 DH4059
 DH4059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4059
 DH4059.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4059
 DH4059.The ellipsoidal height was determined by GPS observations
 DH4059.and is referenced to NAD 83.
 DH4059
 DH4059.The geoid height was determined by GEOID03.
 DH4059
 DH4059;                    North         East     Units Scale Factor Converg.
 DH4059;SPC MN C     -   242,700.149   687,126.076   MT  0.99992258   -1 03 34.1
 DH4059;UTM  15      - 5,128,129.850   290,848.821   MT  1.00013776   -1 57 44.7
 DH4059
 DH4059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4059!SPC MN C     -   0.99993974  x   0.99992258  =   0.99986232
 DH4059!UTM  15      -   0.99993974  x   1.00013776  =   1.00007749
 DH4059
 DH4059:                Primary Azimuth Mark                     Grid Az
 DH4059:SPC MN C     -  5602 AM                                  269 42 13.7
 DH4059:UTM  15      -  5602 AM                                  270 36 24.3
 DH4059
 DH4059|---------------------------------------------------------------------|
 DH4059| PID    Reference Object                     Distance      Geod. Az  |
 DH4059|                                                           dddmmss.s |
 DH4059| RO0509 5602 AM                             APPROX. 1.3 KM 2683839.6 |
 DH4059|---------------------------------------------------------------------|
 DH4059
 DH4059                          SUPERSEDED SURVEY CONTROL
 DH4059
 DH4059.No superseded survey control is available for this station.
 DH4059
 DH4059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9084928130(NAD 83)
 DH4059_MARKER: DB = BENCH MARK DISK
 DH4059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4059_STAMPING: 5602 KA 1985
 DH4059_MARK LOGO: MNHD  
 DH4059_PROJECTION: FLUSH
 DH4059_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH4059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4059+STABILITY: SURFACE MOTION
 DH4059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4059+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2004
 DH4059
 DH4059  HISTORY     - Date     Condition        Report By
 DH4059  HISTORY     - 1965     MONUMENTED       MNDT
 DH4059  HISTORY     - 20041117 GOOD             MNDT
 DH4059
 DH4059                          STATION DESCRIPTION
 DH4059
 DH4059'DESCRIBED BY MN DEPT OF TRANSP 2004 (MPP)
 DH4059'0.4 MILE SOUTH OF RAILROAD CROSSING AT BATTLE LAKE, AT JUNCTION OF
 DH4059'TRUNK HIGHWAY 78 AND  TRUNK HIGHWAY 210 MILEPOINT 75.50, 74 FEET SOUTH
 DH4059'OF TRUNK HIGHWAY 210 STATION 942+73, 176  FEET WEST OF TRUNK HIGHWAY
 DH4059'78, 4.0 FEET NORTH OF FENCE CORNER ON RIGHT OF WAY, 0.3 FOOT  NORTH OF
 DH4059'RIGHT OF WAY WITNESS POST, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0512 ***********************************************************************
 RO0512  DESIGNATION -  5603 A 1
 RO0512  PID         -  RO0512
 RO0512  STATE/COUNTY-  MN/OTTER TAIL
 RO0512  USGS QUAD   -  BATTLE LAKE (1973)
 RO0512
 RO0512                         *CURRENT SURVEY CONTROL
 RO0512  ___________________________________________________________________
 RO0512* NAD 83(1986)-  46 16 24.     (N)    095 42 49.     (W)     SCALED    
 RO0512* NAVD 88     -       411.420  (meters)    1349.80   (feet)  ADJUSTED  
 RO0512  ___________________________________________________________________
 RO0512  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 RO0512  DYNAMIC HT  -         411.420 (meters)    1349.80  (feet)  COMP
 RO0512  MODELED GRAV-     980,602.1   (mgal)                       NAVD 88
 RO0512
 RO0512  VERT ORDER  -  SECOND    CLASS I
 RO0512
 RO0512.The horizontal coordinates were scaled from a topographic map and have
 RO0512.an estimated accuracy of +/- 6 seconds.
 RO0512
 RO0512.The orthometric height was determined by differential leveling
 RO0512.and adjusted by the National Geodetic Survey in June 1991..
 RO0512
 RO0512.The geoid height was determined by GEOID03.
 RO0512
 RO0512.The dynamic height is computed by dividing the NAVD 88
 RO0512.geopotential number by the normal gravity value computed on the
 RO0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0512.degrees latitude (g = 980.6199 gals.).
 RO0512
 RO0512.The modeled gravity was interpolated from observed gravity values.
 RO0512
 RO0512;                    North         East    Units  Estimated Accuracy
 RO0512;SPC MN C     -   242,570.      687,200.      MT  (+/- 180 meters Scaled)
 RO0512
 RO0512                          SUPERSEDED SURVEY CONTROL
 RO0512
 RO0512  NGVD 29 (??/??/92)  411.184  (m)         1349.03   (f) ADJ UNCH    2 1
 RO0512
 RO0512.Superseded values are not recommended for survey control.
 RO0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0512.See file dsdata.txt to determine how the superseded data were derived.
 RO0512
 RO0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM909279(NAD 83)
 RO0512_MARKER: DD = SURVEY DISK
 RO0512_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0512+WITH SETTING: INTO GROUND
 RO0512_STAMPING: 5603 A1 1975
 RO0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0512+STABILITY: SURFACE MOTION
 RO0512
 RO0512  HISTORY     - Date     Condition        Report By
 RO0512  HISTORY     - 1975     MONUMENTED       MNDT
 RO0512
 RO0512                          STATION DESCRIPTION
 RO0512
 RO0512'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0512'IN BATTLE LAKE.
 RO0512'THE MARK IS LOCATED NEAR THE JUNCTION OF TRUNK HIGHWAY 78 AND 210 AT
 RO0512'BATTLE LAKE.  IT IS AT TRUNK HIGHWAY 78 MILEPOINT 21.55.  IT IS 242.0
 RO0512'FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 78, 75.4 FEET SOUTH OF
 RO0512'AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 210, 71.0
 RO0512'FEET NORTHEAST OF A RIGHT-OF-WAY MONUMENT (3 1/2 INCH CAST IRON) AT A
 RO0512'RIGHT-OF-WAY SIGN, AND 1.5 FEET NORTHEAST OF A POWER POLE.  THE MARK A
 RO0512'STANDARD MNHD VERTICAL CONTROL MONUMENT DISK (VCM) IS CRIMPED TO THE
 RO0512'TOP OF A 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD
 RO0512'DRIVEN TO REFUSAL.  IT IS FLUSH WITH THE SURFACE OF THE GROUND AND 0.6
 RO0512'NORTH OF A STEEL WITNESS POST.  SE 1/4 SECTION 4, T 132N, R 40W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4060 ***********************************************************************
 DH4060  DESIGNATION -  5603 C
 DH4060  PID         -  DH4060
 DH4060  STATE/COUNTY-  MN/OTTER TAIL
 DH4060  USGS QUAD   -  BATTLE LAKE (1973)
 DH4060
 DH4060                         *CURRENT SURVEY CONTROL
 DH4060  ___________________________________________________________________
 DH4060* NAD 83(1996)-  46 16 11.23221(N)    095 39 23.25420(W)     ADJUSTED  
 DH4060* NAVD 88     -       414.05   (meters)    1358.4    (feet)  LEVELING  
 DH4060  ___________________________________________________________________
 DH4060  X           -    -435,352.014 (meters)                     COMP
 DH4060  Y           -  -4,395,460.233 (meters)                     COMP
 DH4060  Z           -   4,586,307.975 (meters)                     COMP
 DH4060  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 DH4060  ELLIP HEIGHT-         387.46  (meters)          (05/31/05) GPS OBS
 DH4060  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DH4060
 DH4060  HORZ ORDER  -  FIRST
 DH4060  VERT ORDER  -  THIRD ?
 DH4060  ELLP ORDER  -  FOURTH    CLASS I
 DH4060
 DH4060.The horizontal coordinates were established by GPS observations
 DH4060.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4060
 DH4060.The orthometric height was determined by differential leveling.
 DH4060.The vertical network tie was performed by a horz. field party for horz.
 DH4060.obs reductions. Reset procedures were used to establish the elevation.
 DH4060
 DH4060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4060
 DH4060.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4060
 DH4060.The ellipsoidal height was determined by GPS observations
 DH4060.and is referenced to NAD 83.
 DH4060
 DH4060.The geoid height was determined by GEOID03.
 DH4060
 DH4060;                    North         East     Units Scale Factor Converg.
 DH4060;SPC MN C     -   242,094.208   691,595.813   MT  0.99992267   -1 01 02.7
 DH4060;UTM  15      - 5,127,453.413   295,309.363   MT  1.00011507   -1 55 12.8
 DH4060
 DH4060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4060!SPC MN C     -   0.99993926  x   0.99992267  =   0.99986194
 DH4060!UTM  15      -   0.99993926  x   1.00011507  =   1.00005433
 DH4060
 DH4060:                Primary Azimuth Mark                     Grid Az
 DH4060:SPC MN C     -  5603 V                                   277 39 31.8
 DH4060:UTM  15      -  5603 V                                   278 33 41.9
 DH4060
 DH4060|---------------------------------------------------------------------|
 DH4060| PID    Reference Object                     Distance      Geod. Az  |
 DH4060|                                                           dddmmss.s |
 DH4060| DH4073 5603 V                              APPROX. 0.6 KM 2763829.1 |
 DH4060|---------------------------------------------------------------------|
 DH4060
 DH4060                          SUPERSEDED SURVEY CONTROL
 DH4060
 DH4060.No superseded survey control is available for this station.
 DH4060
 DH4060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9530927453(NAD 83)
 DH4060_MARKER: DB = BENCH MARK DISK
 DH4060_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DH4060_STAMPING: 5603 C 1969
 DH4060_MARK LOGO: MNHD  
 DH4060_PROJECTION: FLUSH
 DH4060_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH4060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4060+STABILITY: SURFACE MOTION
 DH4060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4060+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2004
 DH4060
 DH4060  HISTORY     - Date     Condition        Report By
 DH4060  HISTORY     - 1969     MONUMENTED       MNHD
 DH4060  HISTORY     - 20041117 GOOD             MNDT
 DH4060
 DH4060                          STATION DESCRIPTION
 DH4060
 DH4060'DESCRIBED BY MN DEPT OF TRANSP 2004 (MP)
 DH4060'2.8 MILES EAST OF THE JUNCTION OF TRUNK HIGHWAY 210  AND TRUNK HIGHWAY
 DH4060'78 AT BATTLE LAKE,  AT TRUNK HIGHWAY 210 MILEPOINT 48.35, 98 FEET
 DH4060'SOUTH OF CENTERLINE TRUNK HIGHWAY 210, 220  FEET NORTH OF NORTHWEST
 DH4060'CORNER OF MOUNT PLEASANT CEMETERY, 8.2 FEET EAST-NORTHEAST  OF POWER
 DH4060'POLE, 0.8 FOOT NORTH OF WITNESS POST, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4061 ***********************************************************************
 DH4061  DESIGNATION -  5603 E
 DH4061  PID         -  DH4061
 DH4061  STATE/COUNTY-  MN/OTTER TAIL
 DH4061  USGS QUAD   -  VINING (1973)
 DH4061
 DH4061                         *CURRENT SURVEY CONTROL
 DH4061  ___________________________________________________________________
 DH4061* NAD 83(1996)-  46 16 05.86421(N)    095 37 01.76500(W)     ADJUSTED  
 DH4061* NAVD 88     -       418.42   (meters)    1372.8    (feet)  LEVELING  
 DH4061  ___________________________________________________________________
 DH4061  X           -    -432,348.829 (meters)                     COMP
 DH4061  Y           -  -4,395,880.073 (meters)                     COMP
 DH4061  Z           -   4,586,196.586 (meters)                     COMP
 DH4061  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 DH4061  ELLIP HEIGHT-         391.88  (meters)          (05/31/05) GPS OBS
 DH4061  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DH4061
 DH4061  HORZ ORDER  -  FIRST
 DH4061  VERT ORDER  -  THIRD ?
 DH4061  ELLP ORDER  -  FOURTH    CLASS I
 DH4061
 DH4061.The horizontal coordinates were established by GPS observations
 DH4061.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4061
 DH4061.The orthometric height was determined by differential leveling.
 DH4061.The vertical network tie was performed by a horz. field party for horz.
 DH4061.obs reductions. Reset procedures were used to establish the elevation.
 DH4061
 DH4061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4061
 DH4061.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4061
 DH4061.The ellipsoidal height was determined by GPS observations
 DH4061.and is referenced to NAD 83.
 DH4061
 DH4061.The geoid height was determined by GEOID03.
 DH4061
 DH4061;                    North         East     Units Scale Factor Converg.
 DH4061;SPC MN C     -   241,875.458   694,621.928   MT  0.99992270   -0 59 20.3
 DH4061;UTM  15      - 5,127,186.962   298,332.215   MT  1.00009996   -1 53 30.3
 DH4061
 DH4061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4061!SPC MN C     -   0.99993857  x   0.99992270  =   0.99986128
 DH4061!UTM  15      -   0.99993857  x   1.00009996  =   1.00003853
 DH4061
 DH4061                          SUPERSEDED SURVEY CONTROL
 DH4061
 DH4061.No superseded survey control is available for this station.
 DH4061
 DH4061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9833227187(NAD 83)
 DH4061_MARKER: DD = SURVEY DISK
 DH4061_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DH4061_STAMPING: 5603 E 1969
 DH4061_MARK LOGO: MNHD  
 DH4061_PROJECTION: FLUSH
 DH4061_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH4061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4061+STABILITY: SURFACE MOTION
 DH4061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4061+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 DH4061
 DH4061  HISTORY     - Date     Condition        Report By
 DH4061  HISTORY     - 1969     MONUMENTED       MNHD
 DH4061  HISTORY     - 20041118 GOOD             MNDT
 DH4061
 DH4061                          STATION DESCRIPTION
 DH4061
 DH4061'DESCRIBED BY MN DEPT OF TRANSP 2004 (MP)
 DH4061'3.9 MILES EAST OF BATTLE LAKE, 0.45 MILE EAST OF THE JUNCTION OF TRUNK
 DH4061'HIGHWAY  210 AND  SOUTH COUNTY ROAD 5 AT CLITHERALL, AT TRUNK HIGHWAY
 DH4061'210 MILEPOINT 50.3, 450 FEET EAST OF  ROADSIDE PARKING AREA, 99 FEET
 DH4061'NORTH OF CENTERLINE TRUNK HIGHWAY 210, 0.9 FOOT SOUTH OF  WITNESS
 DH4061'POST,  FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4062 ***********************************************************************
 DH4062  DESIGNATION -  5603 F
 DH4062  PID         -  DH4062
 DH4062  STATE/COUNTY-  MN/OTTER TAIL
 DH4062  USGS QUAD   -  VINING (1973)
 DH4062
 DH4062                         *CURRENT SURVEY CONTROL
 DH4062  ___________________________________________________________________
 DH4062* NAD 83(1996)-  46 15 39.80472(N)    095 35 57.89868(W)     ADJUSTED  
 DH4062* NAVD 88     -       421.28   (meters)    1382.1    (feet)  LEVELING  
 DH4062  ___________________________________________________________________
 DH4062  X           -    -431,044.626 (meters)                     COMP
 DH4062  Y           -  -4,396,594.363 (meters)                     COMP
 DH4062  Z           -   4,585,642.374 (meters)                     COMP
 DH4062  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 DH4062  ELLIP HEIGHT-         394.77  (meters)          (05/31/05) GPS OBS
 DH4062  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DH4062
 DH4062  HORZ ORDER  -  FIRST
 DH4062  VERT ORDER  -  THIRD ?
 DH4062  ELLP ORDER  -  FOURTH    CLASS I
 DH4062
 DH4062.The horizontal coordinates were established by GPS observations
 DH4062.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4062
 DH4062.The orthometric height was determined by differential leveling.
 DH4062.The vertical network tie was performed by a horz. field party for horz.
 DH4062.obs reductions. Reset procedures were used to establish the elevation.
 DH4062
 DH4062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4062
 DH4062.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4062
 DH4062.The ellipsoidal height was determined by GPS observations
 DH4062.and is referenced to NAD 83.
 DH4062
 DH4062.The geoid height was determined by GEOID03.
 DH4062
 DH4062;                    North         East     Units Scale Factor Converg.
 DH4062;SPC MN C     -   241,047.553   695,975.506   MT  0.99992285   -0 58 34.1
 DH4062;UTM  15      - 5,126,337.689   299,672.816   MT  1.00009334   -1 52 43.3
 DH4062
 DH4062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4062!SPC MN C     -   0.99993812  x   0.99992285  =   0.99986097
 DH4062!UTM  15      -   0.99993812  x   1.00009334  =   1.00003145
 DH4062
 DH4062                          SUPERSEDED SURVEY CONTROL
 DH4062
 DH4062.No superseded survey control is available for this station.
 DH4062
 DH4062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9967326338(NAD 83)
 DH4062_MARKER: DB = BENCH MARK DISK
 DH4062_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DH4062_STAMPING: 5603 F 1969
 DH4062_MARK LOGO: MNHD  
 DH4062_PROJECTION: FLUSH
 DH4062_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH4062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4062+STABILITY: SURFACE MOTION
 DH4062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4062+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004
 DH4062
 DH4062  HISTORY     - Date     Condition        Report By
 DH4062  HISTORY     - 1969     MONUMENTED       MNHD
 DH4062  HISTORY     - 20041122 GOOD             MNDT
 DH4062
 DH4062                          STATION DESCRIPTION
 DH4062
 DH4062'DESCRIBED BY MN DEPT OF TRANSP 2004 (MP)
 DH4062'5 MILES EAST OF BATTLE LAKE, 3.20 MILES WEST OF THE JUNCTION OF TRUNK
 DH4062'HIGHWAY 210 AND  COUNTY ROAD 40 IN VINING, AT TRUNK HIG HWAY 210
 DH4062'MILEPOINT 51.30, 99.0 FEET NORTHEAST OF  CENTERLINE TRUNK HIGHWAY 210,
 DH4062'1.1 FEET SOUTHWEST OF WITNESS POST, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4063 ***********************************************************************
 DH4063  DESIGNATION -  5603 G
 DH4063  PID         -  DH4063
 DH4063  STATE/COUNTY-  MN/OTTER TAIL
 DH4063  USGS QUAD   -  VINING (1973)
 DH4063
 DH4063                         *CURRENT SURVEY CONTROL
 DH4063  ___________________________________________________________________
 DH4063* NAD 83(1996)-  46 15 31.09820(N)    095 34 45.57454(W)     ADJUSTED  
 DH4063* NAVD 88     -       420.56   (meters)    1379.8    (feet)  LEVELING  
 DH4063  ___________________________________________________________________
 DH4063  X           -    -429,521.826 (meters)                     COMP
 DH4063  Y           -  -4,396,938.068 (meters)                     COMP
 DH4063  Z           -   4,585,455.991 (meters)                     COMP
 DH4063  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 DH4063  ELLIP HEIGHT-         394.07  (meters)          (05/31/05) GPS OBS
 DH4063  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DH4063
 DH4063  HORZ ORDER  -  FIRST
 DH4063  VERT ORDER  -  THIRD ?
 DH4063  ELLP ORDER  -  FOURTH    CLASS I
 DH4063
 DH4063.The horizontal coordinates were established by GPS observations
 DH4063.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4063
 DH4063.The orthometric height was determined by differential leveling.
 DH4063.The vertical network tie was performed by a horz. field party for horz.
 DH4063.obs reductions. Reset procedures were used to establish the elevation.
 DH4063
 DH4063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4063
 DH4063.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4063
 DH4063.The ellipsoidal height was determined by GPS observations
 DH4063.and is referenced to NAD 83.
 DH4063
 DH4063.The geoid height was determined by GEOID03.
 DH4063
 DH4063;                    North         East     Units Scale Factor Converg.
 DH4063;SPC MN C     -   240,752.594   697,519.560   MT  0.99992291   -0 57 41.8
 DH4063;UTM  15      - 5,126,018.392   301,212.288   MT  1.00008579   -1 51 50.7
 DH4063
 DH4063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4063!SPC MN C     -   0.99993823  x   0.99992291  =   0.99986114
 DH4063!UTM  15      -   0.99993823  x   1.00008579  =   1.00002401
 DH4063
 DH4063                          SUPERSEDED SURVEY CONTROL
 DH4063
 DH4063.No superseded survey control is available for this station.
 DH4063
 DH4063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0121226018(NAD 83)
 DH4063_MARKER: DB = BENCH MARK DISK
 DH4063_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DH4063_STAMPING: 5603 G 1969
 DH4063_MARK LOGO: MNHD  
 DH4063_PROJECTION: PROJECTING 5 CENTIMETERS
 DH4063_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH4063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4063+STABILITY: SURFACE MOTION
 DH4063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4063+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004
 DH4063
 DH4063  HISTORY     - Date     Condition        Report By
 DH4063  HISTORY     - 1969     MONUMENTED       MNHD
 DH4063  HISTORY     - 20041122 GOOD             MNDT
 DH4063
 DH4063                          STATION DESCRIPTION
 DH4063
 DH4063'DESCRIBED BY MN DEPT OF TRANSP 2004 (MP)
 DH4063'2.5 MILES WEST SOUTHWEST OF VINING, 2.20 MILES WEST-SOUTHWEST ALONG
 DH4063'TRUNK HIGHWAY 210  FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY
 DH4063'ROAD 40 IN VINING, AT TRUNK HIGHWAY  210 MILEPOINT 52.30, AT TRUNK
 DH4063'HIGHWAY 210 STATI ON 1300+67, 99.0 FEET NORTH OF  CENTERLINE TRUNK
 DH4063'HIGHWAY 210, 1.0 FOOT SOUTH OF WITNESS POST, PROJECTS 2 INCHES,
 DH4063'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4064 ***********************************************************************
 DH4064  DESIGNATION -  5603 H
 DH4064  PID         -  DH4064
 DH4064  STATE/COUNTY-  MN/OTTER TAIL
 DH4064  USGS QUAD   -  HENNING (1969)
 DH4064
 DH4064                         *CURRENT SURVEY CONTROL
 DH4064  ___________________________________________________________________
 DH4064* NAD 83(1996)-  46 17 25.28800(N)    095 28 45.21154(W)     ADJUSTED  
 DH4064* NAVD 88     -       444.14   (meters)    1457.1    (feet)  LEVELING  
 DH4064  ___________________________________________________________________
 DH4064  X           -    -421,597.584 (meters)                     COMP
 DH4064  Y           -  -4,395,161.547 (meters)                     COMP
 DH4064  Z           -   4,587,910.293 (meters)                     COMP
 DH4064  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 DH4064  ELLIP HEIGHT-         417.71  (meters)          (05/31/05) GPS OBS
 DH4064  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DH4064
 DH4064  HORZ ORDER  -  FIRST
 DH4064  VERT ORDER  -  THIRD ?
 DH4064  ELLP ORDER  -  FOURTH    CLASS I
 DH4064
 DH4064.The horizontal coordinates were established by GPS observations
 DH4064.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4064
 DH4064.The orthometric height was determined by differential leveling.
 DH4064.The vertical network tie was performed by a horz. field party for horz.
 DH4064.obs reductions. Reset procedures were used to establish the elevation.
 DH4064
 DH4064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4064
 DH4064.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4064
 DH4064.The ellipsoidal height was determined by GPS observations
 DH4064.and is referenced to NAD 83.
 DH4064
 DH4064.The geoid height was determined by GEOID03.
 DH4064
 DH4064;                    North         East     Units Scale Factor Converg.
 DH4064;SPC MN C     -   244,153.077   705,290.603   MT  0.99992232   -0 53 21.1
 DH4064;UTM  15      - 5,129,296.462   309,037.084   MT  1.00004829   -1 47 33.5
 DH4064
 DH4064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4064!SPC MN C     -   0.99993452  x   0.99992232  =   0.99985685
 DH4064!UTM  15      -   0.99993452  x   1.00004829  =   0.99998281
 DH4064
 DH4064:                Primary Azimuth Mark                     Grid Az
 DH4064:SPC MN C     -  5603 S                                   230 22 29.6
 DH4064:UTM  15      -  5603 S                                   231 16 42.0
 DH4064
 DH4064|---------------------------------------------------------------------|
 DH4064| PID    Reference Object                     Distance      Geod. Az  |
 DH4064|                                                           dddmmss.s |
 DH4064| DH4070 5603 S                              APPROX. 0.9 KM 2292908.5 |
 DH4064|---------------------------------------------------------------------|
 DH4064
 DH4064                          SUPERSEDED SURVEY CONTROL
 DH4064
 DH4064.No superseded survey control is available for this station.
 DH4064
 DH4064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0903729296(NAD 83)
 DH4064_MARKER: DB = BENCH MARK DISK
 DH4064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4064_STAMPING: 5603 H 1973
 DH4064_MARK LOGO: MNHD  
 DH4064_PROJECTION: RECESSED 15 CENTIMETERS
 DH4064_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH4064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4064+STABILITY: SURFACE MOTION
 DH4064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4064+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004
 DH4064
 DH4064  HISTORY     - Date     Condition        Report By
 DH4064  HISTORY     - 1973     MONUMENTED       MNHD
 DH4064  HISTORY     - 20041122 GOOD             MNDT
 DH4064
 DH4064                          STATION DESCRIPTION
 DH4064
 DH4064'DESCRIBED BY MN DEPT OF TRANSP 2004 (MP)
 DH4064'3.0 MILES SOUTHWEST ON TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK
 DH4064'HIGHWAY 210 AND  TRUNK HIGHWAY 108 AT HENNING, 101 FEET SOUTHEAST OF
 DH4064'TRUNK HIGHWAY 210, AT TRUNK  HIGHWAY 210 MILEPOINT 57.9, 144 FEET EAST
 DH4064'OF TOWNSHIP ROAD, 5.3 FEET SOUTHWEST OF RIGHT  OF WAY POST, 1.0 FOOT
 DH4064'NORTH OF WITNESS POST, RECESSED 6 INCHES, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4065 ***********************************************************************
 DH4065  DESIGNATION -  5603 L
 DH4065  PID         -  DH4065
 DH4065  STATE/COUNTY-  MN/OTTER TAIL
 DH4065  USGS QUAD   -  HENNING (1969)
 DH4065
 DH4065                         *CURRENT SURVEY CONTROL
 DH4065  ___________________________________________________________________
 DH4065* NAD 83(1996)-  46 19 32.27832(N)    095 23 39.67881(W)     ADJUSTED  
 DH4065* NAVD 88     -       446.78   (meters)    1465.8    (feet)  LEVELING  
 DH4065  ___________________________________________________________________
 DH4065  X           -    -414,820.341 (meters)                     COMP
 DH4065  Y           -  -4,392,960.181 (meters)                     COMP
 DH4065  Z           -   4,590,620.957 (meters)                     COMP
 DH4065  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 DH4065  ELLIP HEIGHT-         420.30  (meters)          (05/31/05) GPS OBS
 DH4065  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DH4065
 DH4065  HORZ ORDER  -  FIRST
 DH4065  VERT ORDER  -  THIRD ?
 DH4065  ELLP ORDER  -  FOURTH    CLASS I
 DH4065
 DH4065.The horizontal coordinates were established by GPS observations
 DH4065.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4065
 DH4065.The orthometric height was determined by differential leveling.
 DH4065.The vertical network tie was performed by a horz. field party for horz.
 DH4065.obs reductions. Reset procedures were used to establish the elevation.
 DH4065
 DH4065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4065
 DH4065.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4065
 DH4065.The ellipsoidal height was determined by GPS observations
 DH4065.and is referenced to NAD 83.
 DH4065
 DH4065.The geoid height was determined by GEOID03.
 DH4065
 DH4065;                    North         East     Units Scale Factor Converg.
 DH4065;SPC MN C     -   247,975.467   711,885.858   MT  0.99992204   -0 49 40.1
 DH4065;UTM  15      - 5,133,014.739   315,692.559   MT  1.00001758   -1 43 56.2
 DH4065
 DH4065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4065!SPC MN C     -   0.99993412  x   0.99992204  =   0.99985616
 DH4065!UTM  15      -   0.99993412  x   1.00001758  =   0.99995170
 DH4065
 DH4065                          SUPERSEDED SURVEY CONTROL
 DH4065
 DH4065.No superseded survey control is available for this station.
 DH4065
 DH4065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1569333015(NAD 83)
 DH4065_MARKER: DB = BENCH MARK DISK
 DH4065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4065_STAMPING: 5603 L 1973
 DH4065_MARK LOGO: MNHD  
 DH4065_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH4065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4065+STABILITY: SURFACE MOTION
 DH4065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4065+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004
 DH4065
 DH4065  HISTORY     - Date     Condition        Report By
 DH4065  HISTORY     - 1973     MONUMENTED       MNHD
 DH4065  HISTORY     - 20041122 GOOD             MNDT
 DH4065
 DH4065                          STATION DESCRIPTION
 DH4065
 DH4065'DESCRIBED BY MN DEPT OF TRANSP 2004 (MP)
 DH4065'2.2 MILES EAST ON TRUNK HIGHWAY 210 FROM JUNCTION OF TRUNK HIGHWAY 108
 DH4065'AND TRUNK  HIGHWAY 210 AT HENNING, AT TRUNK HIGHWAY 210 MILEPOINT 62.9
 DH4065', 101 FEET SOUTH OF TRUNK  HIGHWAY 210, 130 FEET EAST OF 525TH AVENUE,
 DH4065'1 FOOT NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4066 ***********************************************************************
 DH4066  DESIGNATION -  5603 N
 DH4066  PID         -  DH4066
 DH4066  STATE/COUNTY-  MN/OTTER TAIL
 DH4066  USGS QUAD   -  HENNING (1969)
 DH4066
 DH4066                         *CURRENT SURVEY CONTROL
 DH4066  ___________________________________________________________________
 DH4066* NAD 83(1996)-  46 19 34.36019(N)    095 25 04.83150(W)     ADJUSTED  
 DH4066* NAVD 88     -       436.95   (meters)    1433.6    (feet)  LEVELING  
 DH4066  ___________________________________________________________________
 DH4066  X           -    -416,628.829 (meters)                     COMP
 DH4066  Y           -  -4,392,735.508 (meters)                     COMP
 DH4066  Z           -   4,590,658.240 (meters)                     COMP
 DH4066  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 DH4066  ELLIP HEIGHT-         410.47  (meters)          (05/31/05) GPS OBS
 DH4066  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DH4066
 DH4066  HORZ ORDER  -  FIRST
 DH4066  VERT ORDER  -  THIRD ?
 DH4066  ELLP ORDER  -  FOURTH    CLASS I
 DH4066
 DH4066.The horizontal coordinates were established by GPS observations
 DH4066.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4066
 DH4066.The orthometric height was determined by differential leveling.
 DH4066.The vertical network tie was performed by a horz. field party for horz.
 DH4066.obs reductions. Reset procedures were used to establish the elevation.
 DH4066
 DH4066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4066
 DH4066.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4066
 DH4066.The ellipsoidal height was determined by GPS observations
 DH4066.and is referenced to NAD 83.
 DH4066
 DH4066.The geoid height was determined by GEOID03.
 DH4066
 DH4066;                    North         East     Units Scale Factor Converg.
 DH4066;SPC MN C     -   248,066.323   710,065.641   MT  0.99992203   -0 50 41.7
 DH4066;UTM  15      - 5,133,134.328   313,873.820   MT  1.00002586   -1 44 57.9
 DH4066
 DH4066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4066!SPC MN C     -   0.99993566  x   0.99992203  =   0.99985769
 DH4066!UTM  15      -   0.99993566  x   1.00002586  =   0.99996152
 DH4066
 DH4066                          SUPERSEDED SURVEY CONTROL
 DH4066
 DH4066.No superseded survey control is available for this station.
 DH4066
 DH4066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1387433134(NAD 83)
 DH4066_MARKER: DD = SURVEY DISK
 DH4066_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH4066+WITH SETTING: INFORMATION.
 DH4066_STAMPING: 5603 N 2004
 DH4066_MARK LOGO: MNDT  
 DH4066_PROJECTION: RECESSED 10 CENTIMETERS
 DH4066_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4066+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH4066_ROD/PIPE-DEPTH:  2.4 meters
 DH4066
 DH4066  HISTORY     - Date     Condition        Report By
 DH4066  HISTORY     - 2004     MONUMENTED       MNDT
 DH4066
 DH4066                          STATION DESCRIPTION
 DH4066
 DH4066'DESCRIBED BY MN DEPT OF TRANSP 2004 (JG)
 DH4066'1.5 MILES NORTHEAST OF HENNING, 1.2 MILES NORTHEAST ALONG TRUNK
 DH4066'HIGHWAY 210 FROM THE  JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY
 DH4066'108  0.20 MILES EAST OF HENNING, AT  TRUNK HIGHWAY 210 MILEPOINT 61.8,
 DH4066'26.5 FEET EAST OF DRIVEWAY AT NUMBER 51463, 116.5 FEET  NORTH OF TRUNK
 DH4066'HIGHWAY 210, 3.0 FEET SOUTH OF WITNESS POST.  THE MARK IS A GEODETIC
 DH4066'CONTROL DISK ON A 3/4 INCH DIAMETER BY 8 FOOT LONG ALUMINUM ROD DRIVEN
 DH4066'TO REFUSAL,  RECESSED 4 INCHES, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4067 ***********************************************************************
 DH4067  DESIGNATION -  5603 P
 DH4067  PID         -  DH4067
 DH4067  STATE/COUNTY-  MN/OTTER TAIL
 DH4067  USGS QUAD   -  HENNING SE (1969)
 DH4067
 DH4067                         *CURRENT SURVEY CONTROL
 DH4067  ___________________________________________________________________
 DH4067* NAD 83(1996)-  46 19 32.41020(N)    095 22 24.72389(W)     ADJUSTED  
 DH4067* NAVD 88     -       444.73   (meters)    1459.1    (feet)  LEVELING  
 DH4067  ___________________________________________________________________
 DH4067  X           -    -413,223.539 (meters)                     COMP
 DH4067  Y           -  -4,393,106.284 (meters)                     COMP
 DH4067  Z           -   4,590,622.279 (meters)                     COMP
 DH4067  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 DH4067  ELLIP HEIGHT-         418.24  (meters)          (05/31/05) GPS OBS
 DH4067  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DH4067
 DH4067  HORZ ORDER  -  FIRST
 DH4067  VERT ORDER  -  THIRD ?
 DH4067  ELLP ORDER  -  FOURTH    CLASS I
 DH4067
 DH4067.The horizontal coordinates were established by GPS observations
 DH4067.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4067
 DH4067.The orthometric height was determined by differential leveling.
 DH4067.The vertical network tie was performed by a horz. field party for horz.
 DH4067.obs reductions. Reset procedures were used to establish the elevation.
 DH4067
 DH4067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4067
 DH4067.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4067
 DH4067.The ellipsoidal height was determined by GPS observations
 DH4067.and is referenced to NAD 83.
 DH4067
 DH4067.The geoid height was determined by GEOID03.
 DH4067
 DH4067;                    North         East     Units Scale Factor Converg.
 DH4067;SPC MN C     -   247,956.586   713,488.988   MT  0.99992204   -0 48 45.9
 DH4067;UTM  15      - 5,132,970.551   317,295.338   MT  1.00001035   -1 43 01.9
 DH4067
 DH4067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4067!SPC MN C     -   0.99993444  x   0.99992204  =   0.99985649
 DH4067!UTM  15      -   0.99993444  x   1.00001035  =   0.99994479
 DH4067
 DH4067                          SUPERSEDED SURVEY CONTROL
 DH4067
 DH4067.No superseded survey control is available for this station.
 DH4067
 DH4067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1729532971(NAD 83)
 DH4067_MARKER: DD = SURVEY DISK
 DH4067_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4067_STAMPING: 5603 P 2004
 DH4067_MARK LOGO: MNDT  
 DH4067_PROJECTION: RECESSED 15 CENTIMETERS
 DH4067_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4067+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH4067_ROD/PIPE-DEPTH: 13.7 meters
 DH4067
 DH4067  HISTORY     - Date     Condition        Report By
 DH4067  HISTORY     - 2004     MONUMENTED       MNDT
 DH4067
 DH4067                          STATION DESCRIPTION
 DH4067
 DH4067'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH4067'4 MILES NORTHEAST OF HENNING, 3.3 MILES NORTH AND NORTHEAST ALONG
 DH4067'TRUNK HIGHWAY 210  FROM JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK
 DH4067'HIGHWAY 108,  AT TRUNK HIGHWAY 210  MILEPOINT 63.90, 71.1 FEET SOUTH
 DH4067'OF TRUNK HIGHWAY 210, 101.2 FEET EAST OF 535TH AVENUE,  1.0  FOOT
 DH4067'NORTH OF WITNESS POST .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4068 ***********************************************************************
 DH4068  DESIGNATION -  5603 Q
 DH4068  PID         -  DH4068
 DH4068  STATE/COUNTY-  MN/OTTER TAIL
 DH4068  USGS QUAD   -  HENNING SE (1969)
 DH4068
 DH4068                         *CURRENT SURVEY CONTROL
 DH4068  ___________________________________________________________________
 DH4068* NAD 83(1996)-  46 19 32.12447(N)    095 21 10.05403(W)     ADJUSTED  
 DH4068* NAVD 88     -       444.88   (meters)    1459.6    (feet)  LEVELING  
 DH4068  ___________________________________________________________________
 DH4068  X           -    -411,633.770 (meters)                     COMP
 DH4068  Y           -  -4,393,262.044 (meters)                     COMP
 DH4068  Z           -   4,590,616.294 (meters)                     COMP
 DH4068  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 DH4068  ELLIP HEIGHT-         418.39  (meters)          (05/31/05) GPS OBS
 DH4068  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DH4068
 DH4068  HORZ ORDER  -  FIRST
 DH4068  VERT ORDER  -  THIRD ?
 DH4068  ELLP ORDER  -  FOURTH    CLASS I
 DH4068
 DH4068.The horizontal coordinates were established by GPS observations
 DH4068.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4068
 DH4068.The orthometric height was determined by differential leveling.
 DH4068.The vertical network tie was performed by a horz. field party for horz.
 DH4068.obs reductions. Reset procedures were used to establish the elevation.
 DH4068
 DH4068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4068
 DH4068.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4068
 DH4068.The ellipsoidal height was determined by GPS observations
 DH4068.and is referenced to NAD 83.
 DH4068
 DH4068.The geoid height was determined by GEOID03.
 DH4068
 DH4068;                    North         East     Units Scale Factor Converg.
 DH4068;SPC MN C     -   247,925.319   715,085.845   MT  0.99992204   -0 47 51.9
 DH4068;UTM  15      - 5,132,914.077   318,891.638   MT  1.00000321   -1 42 07.8
 DH4068
 DH4068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4068!SPC MN C     -   0.99993442  x   0.99992204  =   0.99985646
 DH4068!UTM  15      -   0.99993442  x   1.00000321  =   0.99993763
 DH4068
 DH4068                          SUPERSEDED SURVEY CONTROL
 DH4068
 DH4068.No superseded survey control is available for this station.
 DH4068
 DH4068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1889232914(NAD 83)
 DH4068_MARKER: DD = SURVEY DISK
 DH4068_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4068_STAMPING: 5603 Q 2004
 DH4068_MARK LOGO: MNDT  
 DH4068_PROJECTION: RECESSED 10 CENTIMETERS
 DH4068_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4068+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH4068_ROD/PIPE-DEPTH:  9.1 meters
 DH4068
 DH4068  HISTORY     - Date     Condition        Report By
 DH4068  HISTORY     - 2004     MONUMENTED       MNDT
 DH4068
 DH4068                          STATION DESCRIPTION
 DH4068
 DH4068'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH4068'4.5 MILES EAST OF HENNING, NORTHEAST AND EAST ALONG TRUNK HIGHWAY 210
 DH4068'FROM JUNCTION OF  TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 108,  0.2 MILE
 DH4068'EAST OF HENNING, AT TRUNK HIGHWAY 210  MILEPOINT 64.90, 98.7 FEET
 DH4068'SOUTH OF TRUNK HIGHWAY 210, 56.7 FEET EAST OF EXTENDED  CENTERLINE OF
 DH4068'545TH AVENUE, 1.0 FOOT NORTH OF WITNESS POST .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4069 ***********************************************************************
 DH4069  DESIGNATION -  5603 R
 DH4069  PID         -  DH4069
 DH4069  STATE/COUNTY-  MN/OTTER TAIL
 DH4069  USGS QUAD   -  HENNING SE (1969)
 DH4069
 DH4069                         *CURRENT SURVEY CONTROL
 DH4069  ___________________________________________________________________
 DH4069* NAD 83(1996)-  46 19 33.53500(N)    095 19 54.94409(W)     ADJUSTED  
 DH4069* NAVD 88     -       446.30   (meters)    1464.2    (feet)  LEVELING  
 DH4069  ___________________________________________________________________
 DH4069  X           -    -410,031.129 (meters)                     COMP
 DH4069  Y           -  -4,393,381.242 (meters)                     COMP
 DH4069  Z           -   4,590,647.385 (meters)                     COMP
 DH4069  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 DH4069  ELLIP HEIGHT-         419.79  (meters)          (05/31/05) GPS OBS
 DH4069  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DH4069
 DH4069  HORZ ORDER  -  FIRST
 DH4069  VERT ORDER  -  THIRD ?
 DH4069  ELLP ORDER  -  FOURTH    CLASS I
 DH4069
 DH4069.The horizontal coordinates were established by GPS observations
 DH4069.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4069
 DH4069.The orthometric height was determined by differential leveling.
 DH4069.The vertical network tie was performed by a horz. field party for horz.
 DH4069.obs reductions. Reset procedures were used to establish the elevation.
 DH4069
 DH4069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4069
 DH4069.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4069
 DH4069.The ellipsoidal height was determined by GPS observations
 DH4069.and is referenced to NAD 83.
 DH4069
 DH4069.The geoid height was determined by GEOID03.
 DH4069
 DH4069;                    North         East     Units Scale Factor Converg.
 DH4069;SPC MN C     -   247,946.708   716,692.841   MT  0.99992203   -0 46 57.6
 DH4069;UTM  15      - 5,132,910.098   320,498.895   MT  0.99999608   -1 41 13.5
 DH4069
 DH4069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4069!SPC MN C     -   0.99993420  x   0.99992203  =   0.99985623
 DH4069!UTM  15      -   0.99993420  x   0.99999608  =   0.99993028
 DH4069
 DH4069                          SUPERSEDED SURVEY CONTROL
 DH4069
 DH4069.No superseded survey control is available for this station.
 DH4069
 DH4069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2049932910(NAD 83)
 DH4069_MARKER: DD = SURVEY DISK
 DH4069_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4069_STAMPING: 5603 R 2004
 DH4069_MARK LOGO: MNDT  
 DH4069_PROJECTION: RECESSED 10 CENTIMETERS
 DH4069_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4069+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH4069_ROD/PIPE-DEPTH:  6.1 meters
 DH4069
 DH4069  HISTORY     - Date     Condition        Report By
 DH4069  HISTORY     - 2004     MONUMENTED       MNDT
 DH4069
 DH4069                          STATION DESCRIPTION
 DH4069
 DH4069'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH4069'5.5 MILES EAST OF HENNING, 5.3 MILES NORTHEAST AND EAST ALONG TRUNK
 DH4069'HIGHWAY 210 FROM  JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 108
 DH4069'(0. 2 MILES EAST OF HENNING), AT  TRUNK HIGHWAY 210 MILEPOINT 65.90,
 DH4069'53.7 FEET EAST OF 555TH AVENUE, 100.2 FEET NORTH OF  TRUNK HIGHWAY
 DH4069'210, 1.0 FOOT SOUTH OF WITNESS POST .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4070 ***********************************************************************
 DH4070  DESIGNATION -  5603 S
 DH4070  PID         -  DH4070
 DH4070  STATE/COUNTY-  MN/OTTER TAIL
 DH4070  USGS QUAD   -  HENNING (1969)
 DH4070
 DH4070                         *CURRENT SURVEY CONTROL
 DH4070  ___________________________________________________________________
 DH4070* NAD 83(1996)-  46 17 05.32485(N)    095 29 18.90618(W)     ADJUSTED  
 DH4070* NAVD 88     -       441.28   (meters)    1447.8    (feet)  LEVELING  
 DH4070  ___________________________________________________________________
 DH4070  X           -    -422,357.985 (meters)                     COMP
 DH4070  Y           -  -4,395,534.182 (meters)                     COMP
 DH4070  Z           -   4,587,482.241 (meters)                     COMP
 DH4070  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 DH4070  ELLIP HEIGHT-         414.85  (meters)          (05/31/05) GPS OBS
 DH4070  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DH4070
 DH4070  HORZ ORDER  -  FIRST
 DH4070  VERT ORDER  -  THIRD ?
 DH4070  ELLP ORDER  -  FOURTH    CLASS I
 DH4070
 DH4070.The horizontal coordinates were established by GPS observations
 DH4070.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4070
 DH4070.The orthometric height was determined by differential leveling.
 DH4070.The vertical network tie was performed by a horz. field party for horz.
 DH4070.obs reductions. Reset procedures were used to establish the elevation.
 DH4070
 DH4070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4070
 DH4070.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4070
 DH4070.The ellipsoidal height was determined by GPS observations
 DH4070.and is referenced to NAD 83.
 DH4070
 DH4070.The geoid height was determined by GEOID03.
 DH4070
 DH4070;                    North         East     Units Scale Factor Converg.
 DH4070;SPC MN C     -   243,548.034   704,559.883   MT  0.99992240   -0 53 45.5
 DH4070;UTM  15      - 5,128,702.939   308,296.821   MT  1.00005177   -1 47 57.3
 DH4070
 DH4070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4070!SPC MN C     -   0.99993497  x   0.99992240  =   0.99985738
 DH4070!UTM  15      -   0.99993497  x   1.00005177  =   0.99998674
 DH4070
 DH4070:                Primary Azimuth Mark                     Grid Az
 DH4070:SPC MN C     -  5603 H                                   050 22 29.7
 DH4070:UTM  15      -  5603 H                                   051 16 41.5
 DH4070
 DH4070|---------------------------------------------------------------------|
 DH4070| PID    Reference Object                     Distance      Geod. Az  |
 DH4070|                                                           dddmmss.s |
 DH4070| DH4064 5603 H                              APPROX. 0.9 KM 0492844.2 |
 DH4070|---------------------------------------------------------------------|
 DH4070
 DH4070                          SUPERSEDED SURVEY CONTROL
 DH4070
 DH4070.No superseded survey control is available for this station.
 DH4070
 DH4070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0829728703(NAD 83)
 DH4070_MARKER: DD = SURVEY DISK
 DH4070_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4070_STAMPING: 5603 S 2004
 DH4070_MARK LOGO: MNDT  
 DH4070_PROJECTION: PROJECTING 5 CENTIMETERS
 DH4070_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4070+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH4070_ROD/PIPE-DEPTH:  6.7 meters
 DH4070
 DH4070  HISTORY     - Date     Condition        Report By
 DH4070  HISTORY     - 2004     MONUMENTED       MNDT
 DH4070
 DH4070                          STATION DESCRIPTION
 DH4070
 DH4070'DESCRIBED BY MN DEPT OF TRANSP 2004 (JG)
 DH4070'3 MILES NORTHEAST OF VINING, 2.75 MILES NORTHEAST ALONG TRUNK HIGHWAY
 DH4070'210 FROM THE  JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 40 IN
 DH4070'VINING, AT TRUNK HIGHWAY 210  MILEPOST 57.30, 101.0 FEET SOUTHEAST OF
 DH4070'CENTERLINE TRUNK HIGHWAY 210, 18.3 FEET  SOUTHWEST OF POWER POLE, 2.0
 DH4070'FEET NORTHEAST OF WITNESS POST, PROJECTS 2 INCHES,  MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4071 ***********************************************************************
 DH4071  DESIGNATION -  5603 T
 DH4071  PID         -  DH4071
 DH4071  STATE/COUNTY-  MN/OTTER TAIL
 DH4071  USGS QUAD   -  HENNING (1969)
 DH4071
 DH4071                         *CURRENT SURVEY CONTROL
 DH4071  ___________________________________________________________________
 DH4071* NAD 83(1996)-  46 18 03.97128(N)    095 27 52.78755(W)     ADJUSTED  
 DH4071* NAVD 88     -       440.14   (meters)    1444.0    (feet)  LEVELING  
 DH4071  ___________________________________________________________________
 DH4071  X           -    -420,398.004 (meters)                     COMP
 DH4071  Y           -  -4,394,406.201 (meters)                     COMP
 DH4071  Z           -   4,588,732.718 (meters)                     COMP
 DH4071  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 DH4071  ELLIP HEIGHT-         413.70  (meters)          (05/31/05) GPS OBS
 DH4071  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DH4071
 DH4071  HORZ ORDER  -  FIRST
 DH4071  VERT ORDER  -  THIRD ?
 DH4071  ELLP ORDER  -  FOURTH    CLASS I
 DH4071
 DH4071.The horizontal coordinates were established by GPS observations
 DH4071.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4071
 DH4071.The orthometric height was determined by differential leveling.
 DH4071.The vertical network tie was performed by a horz. field party for horz.
 DH4071.obs reductions. Reset procedures were used to establish the elevation.
 DH4071
 DH4071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4071
 DH4071.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4071
 DH4071.The ellipsoidal height was determined by GPS observations
 DH4071.and is referenced to NAD 83.
 DH4071
 DH4071.The geoid height was determined by GEOID03.
 DH4071
 DH4071;                    North         East     Units Scale Factor Converg.
 DH4071;SPC MN C     -   245,329.957   706,430.820   MT  0.99992220   -0 52 43.2
 DH4071;UTM  15      - 5,130,455.357   310,195.861   MT  1.00004286   -1 46 56.8
 DH4071
 DH4071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4071!SPC MN C     -   0.99993515  x   0.99992220  =   0.99985736
 DH4071!UTM  15      -   0.99993515  x   1.00004286  =   0.99997801
 DH4071
 DH4071                          SUPERSEDED SURVEY CONTROL
 DH4071
 DH4071.No superseded survey control is available for this station.
 DH4071
 DH4071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1019630455(NAD 83)
 DH4071_MARKER: DD = SURVEY DISK
 DH4071_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4071_STAMPING: 5603 T 2004
 DH4071_MARK LOGO: MNDT  
 DH4071_PROJECTION: FLUSH
 DH4071_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4071+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH4071_ROD/PIPE-DEPTH: 12.2 meters
 DH4071
 DH4071  HISTORY     - Date     Condition        Report By
 DH4071  HISTORY     - 2004     MONUMENTED       MNDT
 DH4071
 DH4071                          STATION DESCRIPTION
 DH4071
 DH4071'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH4071'1.50 MILES SOUTHWEST OF HENNING, 1.70 MILES SOUTHWEST ALONG TRUNK HIGH
 DH4071'WAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 108 A
 DH4071'T HENNING, AT TRUNK HIGHWAY 210 MILEPOINT 58.90, 97.2 FEET SOUTHEAST O
 DH4071'F TRUNK HIGHWAY 210, 3 FEET NORTHWEST OF RIGHT OF WAY POST, 2.8 FEET N
 DH4071'ORTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4072 ***********************************************************************
 DH4072  DESIGNATION -  5603 U
 DH4072  PID         -  DH4072
 DH4072  STATE/COUNTY-  MN/OTTER TAIL
 DH4072  USGS QUAD   -  BATTLE LAKE (1973)
 DH4072
 DH4072                         *CURRENT SURVEY CONTROL
 DH4072  ___________________________________________________________________
 DH4072* NAD 83(1996)-  46 16 19.72544(N)    095 41 07.34932(W)     ADJUSTED  
 DH4072* NAVD 88     -       407.41   (meters)    1336.6    (feet)  LEVELING  
 DH4072  ___________________________________________________________________
 DH4072  X           -    -437,550.973 (meters)                     COMP
 DH4072  Y           -  -4,395,046.797 (meters)                     COMP
 DH4072  Z           -   4,586,484.442 (meters)                     COMP
 DH4072  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 DH4072  ELLIP HEIGHT-         380.79  (meters)          (05/31/05) GPS OBS
 DH4072  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DH4072
 DH4072  HORZ ORDER  -  FIRST
 DH4072  VERT ORDER  -  THIRD ?
 DH4072  ELLP ORDER  -  FOURTH    CLASS I
 DH4072
 DH4072.The horizontal coordinates were established by GPS observations
 DH4072.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4072
 DH4072.The orthometric height was determined by differential leveling.
 DH4072.The vertical network tie was performed by a horz. field party for horz.
 DH4072.obs reductions. Reset procedures were used to establish the elevation.
 DH4072
 DH4072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4072
 DH4072.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4072
 DH4072.The ellipsoidal height was determined by GPS observations
 DH4072.and is referenced to NAD 83.
 DH4072
 DH4072.The geoid height was determined by GEOID03.
 DH4072
 DH4072;                    North         East     Units Scale Factor Converg.
 DH4072;SPC MN C     -   242,396.370   689,372.131   MT  0.99992262   -1 02 18.0
 DH4072;UTM  15      - 5,127,790.644   293,090.280   MT  1.00012629   -1 56 28.4
 DH4072
 DH4072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4072!SPC MN C     -   0.99994031  x   0.99992262  =   0.99986293
 DH4072!UTM  15      -   0.99994031  x   1.00012629  =   1.00006659
 DH4072
 DH4072                          SUPERSEDED SURVEY CONTROL
 DH4072
 DH4072.No superseded survey control is available for this station.
 DH4072
 DH4072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9309027791(NAD 83)
 DH4072_MARKER: DD = SURVEY DISK
 DH4072_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4072_STAMPING: 5603 U 2004
 DH4072_MARK LOGO: MNDT  
 DH4072_PROJECTION: RECESSED 5 CENTIMETERS
 DH4072_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4072+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH4072_ROD/PIPE-DEPTH: 18.3 meters
 DH4072
 DH4072  HISTORY     - Date     Condition        Report By
 DH4072  HISTORY     - 2004     MONUMENTED       MNDT
 DH4072
 DH4072                          STATION DESCRIPTION
 DH4072
 DH4072'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH4072'1.50 MILES EAST OF BATTLE LAKE, 1.50 MILES EAST ALONG TRUNK HIGHWAY 21
 DH4072'0 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 78 IN BATTL
 DH4072'E LAKE, AT TRUNK HIGHWAY 210 MILEPOST 47.05, 68.7 FEET SOUTH-SOUTHWEST
 DH4072'OF TRUNK HIGHWAY 210, ABOUT 225.0 FEET EAST-SOUTHEAST OF MILEPOST 47,
 DH4072'1.8 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4073 ***********************************************************************
 DH4073  DESIGNATION -  5603 V
 DH4073  PID         -  DH4073
 DH4073  STATE/COUNTY-  MN/OTTER TAIL
 DH4073  USGS QUAD   -  BATTLE LAKE (1973)
 DH4073
 DH4073                         *CURRENT SURVEY CONTROL
 DH4073  ___________________________________________________________________
 DH4073* NAD 83(1996)-  46 16 13.39489(N)    095 39 50.04857(W)     ADJUSTED  
 DH4073* NAVD 88     -       421.68   (meters)    1383.5    (feet)  LEVELING  
 DH4073  ___________________________________________________________________
 DH4073  X           -    -435,918.750 (meters)                     COMP
 DH4073  Y           -  -4,395,360.864 (meters)                     COMP
 DH4073  Z           -   4,586,359.645 (meters)                     COMP
 DH4073  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 DH4073  ELLIP HEIGHT-         395.08  (meters)          (05/31/05) GPS OBS
 DH4073  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DH4073
 DH4073  HORZ ORDER  -  FIRST
 DH4073  VERT ORDER  -  THIRD ?
 DH4073  ELLP ORDER  -  FOURTH    CLASS I
 DH4073
 DH4073.The horizontal coordinates were established by GPS observations
 DH4073.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4073
 DH4073.The orthometric height was determined by differential leveling.
 DH4073.The vertical network tie was performed by a horz. field party for horz.
 DH4073.obs reductions. Reset procedures were used to establish the elevation.
 DH4073
 DH4073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4073
 DH4073.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4073
 DH4073.The ellipsoidal height was determined by GPS observations
 DH4073.and is referenced to NAD 83.
 DH4073
 DH4073.The geoid height was determined by GEOID03.
 DH4073
 DH4073;                    North         East     Units Scale Factor Converg.
 DH4073;SPC MN C     -   242,171.182   691,023.398   MT  0.99992265   -1 01 22.1
 DH4073;UTM  15      - 5,127,539.414   294,738.122   MT  1.00011794   -1 55 32.3
 DH4073
 DH4073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4073!SPC MN C     -   0.99993807  x   0.99992265  =   0.99986072
 DH4073!UTM  15      -   0.99993807  x   1.00011794  =   1.00005600
 DH4073
 DH4073:                Primary Azimuth Mark                     Grid Az
 DH4073:SPC MN C     -  5603 C                                   097 39 31.8
 DH4073:UTM  15      -  5603 C                                   098 33 42.0
 DH4073
 DH4073|---------------------------------------------------------------------|
 DH4073| PID    Reference Object                     Distance      Geod. Az  |
 DH4073|                                                           dddmmss.s |
 DH4073| DH4060 5603 C                              APPROX. 0.6 KM 0963809.7 |
 DH4073|---------------------------------------------------------------------|
 DH4073
 DH4073                          SUPERSEDED SURVEY CONTROL
 DH4073
 DH4073.No superseded survey control is available for this station.
 DH4073
 DH4073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9473827539(NAD 83)
 DH4073_MARKER: DD = SURVEY DISK
 DH4073_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4073_STAMPING: 5603 V 2004
 DH4073_MARK LOGO: MNDT  
 DH4073_PROJECTION: RECESSED 5 CENTIMETERS
 DH4073_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4073+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH4073_ROD/PIPE-DEPTH: 16.8 meters
 DH4073
 DH4073  HISTORY     - Date     Condition        Report By
 DH4073  HISTORY     - 2004     MONUMENTED       MNDT
 DH4073
 DH4073                          STATION DESCRIPTION
 DH4073
 DH4073'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH4073'2.50 MILES EAST OF BATTLE LAKE, 2.45 MILES EAST ALONG BATTLE LAKE FROM
 DH4073'THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 78 IN BATTLE LAKE
 DH4073', AT TRUNK HIGHWAY 210 MILEPOST 48.0, 80.9 FEET SOUTH OF TRUNK HIGHWAY
 DH4073'210, 63.5 FEET EAST- NORTHEAST OF POWER POLE, 47.6 FEET SOUTH OF MILE
 DH4073'POST 48, 2.6 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4074 ***********************************************************************
 DH4074  DESIGNATION -  5603 W
 DH4074  PID         -  DH4074
 DH4074  STATE/COUNTY-  MN/OTTER TAIL
 DH4074  USGS QUAD   -  VINING (1973)
 DH4074
 DH4074                         *CURRENT SURVEY CONTROL
 DH4074  ___________________________________________________________________
 DH4074* NAD 83(1996)-  46 15 32.37699(N)    095 32 48.29358(W)     ADJUSTED  
 DH4074* NAVD 88     -       424.87   (meters)    1393.9    (feet)  LEVELING  
 DH4074  ___________________________________________________________________
 DH4074  X           -    -427,019.216 (meters)                     COMP
 DH4074  Y           -  -4,397,156.172 (meters)                     COMP
 DH4074  Z           -   4,585,486.428 (meters)                     COMP
 DH4074  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 DH4074  ELLIP HEIGHT-         398.41  (meters)          (05/31/05) GPS OBS
 DH4074  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DH4074
 DH4074  HORZ ORDER  -  FIRST
 DH4074  VERT ORDER  -  THIRD ?
 DH4074  ELLP ORDER  -  FOURTH    CLASS I
 DH4074
 DH4074.The horizontal coordinates were established by GPS observations
 DH4074.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4074
 DH4074.The orthometric height was determined by differential leveling.
 DH4074.The vertical network tie was performed by a horz. field party for horz.
 DH4074.obs reductions. Reset procedures were used to establish the elevation.
 DH4074
 DH4074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4074
 DH4074.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4074
 DH4074.The ellipsoidal height was determined by GPS observations
 DH4074.and is referenced to NAD 83.
 DH4074
 DH4074.The geoid height was determined by GEOID03.
 DH4074
 DH4074;                    North         East     Units Scale Factor Converg.
 DH4074;SPC MN C     -   240,750.435   700,031.486   MT  0.99992290   -0 56 17.0
 DH4074;UTM  15      - 5,125,976.663   303,724.263   MT  1.00007359   -1 50 25.9
 DH4074
 DH4074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4074!SPC MN C     -   0.99993755  x   0.99992290  =   0.99986045
 DH4074!UTM  15      -   0.99993755  x   1.00007359  =   1.00001113
 DH4074
 DH4074                          SUPERSEDED SURVEY CONTROL
 DH4074
 DH4074.No superseded survey control is available for this station.
 DH4074
 DH4074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0372425977(NAD 83)
 DH4074_MARKER: DD = SURVEY DISK
 DH4074_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4074_STAMPING: 5603 W 2004
 DH4074_MARK LOGO: MNDT  
 DH4074_PROJECTION: FLUSH
 DH4074_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4074+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH4074_ROD/PIPE-DEPTH:  9.1 meters
 DH4074
 DH4074  HISTORY     - Date     Condition        Report By
 DH4074  HISTORY     - 2004     MONUMENTED       MNDT
 DH4074
 DH4074                          STATION DESCRIPTION
 DH4074
 DH4074'DESCRIBED BY MN DEPT OF TRANSP 2004 (DD)
 DH4074'1 MILE SOUTHWEST OF VINING, 0.60 MILE SOUTHWEST ALONG TRUNK HIGHWA Y
 DH4074'210 FROM THE  JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 40 IN
 DH4074'VINING, AT TRUNK HIGHWAY 210  MILEPOST 53.85, 97.7 FEET SOUTHEAST OF
 DH4074'CENTERLINE TRUNK HIGHWAY 210,  95.5 FEET SOUTHWEST  OF DRIVEWAY FIRE
 DH4074'NUMBER 10, 29.8 FEET WEST-SOUTHWEST OF GUYED POWER POLES, 1.6 FEET
 DH4074'EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4075 ***********************************************************************
 DH4075  DESIGNATION -  5603 X
 DH4075  PID         -  DH4075
 DH4075  STATE/COUNTY-  MN/OTTER TAIL
 DH4075  USGS QUAD   -  VINING (1973)
 DH4075
 DH4075                         *CURRENT SURVEY CONTROL
 DH4075  ___________________________________________________________________
 DH4075* NAD 83(1996)-  46 15 59.32656(N)    095 31 44.84233(W)     ADJUSTED  
 DH4075* NAVD 88     -       419.14   (meters)    1375.1    (feet)  LEVELING  
 DH4075  ___________________________________________________________________
 DH4075  X           -    -425,608.229 (meters)                     COMP
 DH4075  Y           -  -4,396,684.929 (meters)                     COMP
 DH4075  Z           -   4,586,057.617 (meters)                     COMP
 DH4075  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 DH4075  ELLIP HEIGHT-         392.69  (meters)          (05/31/05) GPS OBS
 DH4075  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 DH4075
 DH4075  HORZ ORDER  -  FIRST
 DH4075  VERT ORDER  -  THIRD ?
 DH4075  ELLP ORDER  -  FOURTH    CLASS I
 DH4075
 DH4075.The horizontal coordinates were established by GPS observations
 DH4075.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4075
 DH4075.The orthometric height was determined by differential leveling.
 DH4075.The vertical network tie was performed by a horz. field party for horz.
 DH4075.obs reductions. Reset procedures were used to establish the elevation.
 DH4075
 DH4075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4075
 DH4075.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4075
 DH4075.The ellipsoidal height was determined by GPS observations
 DH4075.and is referenced to NAD 83.
 DH4075
 DH4075.The geoid height was determined by GEOID03.
 DH4075
 DH4075;                    North         East     Units Scale Factor Converg.
 DH4075;SPC MN C     -   241,560.284   701,403.572   MT  0.99992273   -0 55 31.1
 DH4075;UTM  15      - 5,126,764.913   305,109.139   MT  1.00006692   -1 49 40.9
 DH4075
 DH4075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4075!SPC MN C     -   0.99993844  x   0.99992273  =   0.99986118
 DH4075!UTM  15      -   0.99993844  x   1.00006692  =   1.00000536
 DH4075
 DH4075                          SUPERSEDED SURVEY CONTROL
 DH4075
 DH4075.No superseded survey control is available for this station.
 DH4075
 DH4075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0510926765(NAD 83)
 DH4075_MARKER: DD = SURVEY DISK
 DH4075_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4075_STAMPING: 5603 X 2004
 DH4075_MARK LOGO: MNDT  
 DH4075_PROJECTION: RECESSED 5 CENTIMETERS
 DH4075_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4075+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH4075_ROD/PIPE-DEPTH: 16.8 meters
 DH4075
 DH4075  HISTORY     - Date     Condition        Report By
 DH4075  HISTORY     - 2004     MONUMENTED       MNDT
 DH4075
 DH4075                          STATION DESCRIPTION
 DH4075
 DH4075'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH4075'0.50 MILES NORTHEAST OF VINING, 0.30 MILES NORTHEAST ALONG TRUNK HIGHW
 DH4075'AY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 40 IN VI
 DH4075'NING, AT TRUNK HIGHWAY 210 MILEPOST 54.85, 81.7 FEET SOUTHEAST OF TRUN
 DH4075'K HIGHWAY 210,  38.9 FEET NORTH OF DRIVEWAY NUMBER 800, 34.8 FEET NORT
 DH4075'H OF FENCE CORNER, 2.1 FEET SOUTH-SOUTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4021 ***********************************************************************
 DH4021  DESIGNATION -  5605 A 1
 DH4021  PID         -  DH4021
 DH4021  STATE/COUNTY-  MN/OTTER TAIL
 DH4021  USGS QUAD   -  DEER CREEK (1969)
 DH4021
 DH4021                         *CURRENT SURVEY CONTROL
 DH4021  ___________________________________________________________________
 DH4021* NAD 83(1996)-  46 29 06.51211(N)    095 18 09.34177(W)     ADJUSTED  
 DH4021* NAVD 88     -       424.40   (meters)    1392.4    (feet)  LEVELING  
 DH4021  ___________________________________________________________________
 DH4021  X           -    -406,596.131 (meters)                     COMP
 DH4021  Y           -  -4,380,816.022 (meters)                     COMP
 DH4021  Z           -   4,602,831.672 (meters)                     COMP
 DH4021  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 DH4021  ELLIP HEIGHT-         397.57  (meters)          (05/31/05) GPS OBS
 DH4021  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DH4021
 DH4021  HORZ ORDER  -  FIRST
 DH4021  VERT ORDER  -  THIRD ?
 DH4021  ELLP ORDER  -  THIRD     CLASS I
 DH4021
 DH4021.The horizontal coordinates were established by GPS observations
 DH4021.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4021
 DH4021.The orthometric height was determined by differential leveling.
 DH4021.The vertical network tie was performed by a horz. field party for horz.
 DH4021.obs reductions. Reset procedures were used to establish the elevation.
 DH4021
 DH4021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4021
 DH4021.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4021
 DH4021.The ellipsoidal height was determined by GPS observations
 DH4021.and is referenced to NAD 83.
 DH4021
 DH4021.The geoid height was determined by GEOID03.
 DH4021
 DH4021;                    North         East     Units Scale Factor Converg.
 DH4021;SPC MN C     -   265,605.490   719,186.481   MT  0.99992545   -0 45 41.2
 DH4021;UTM  15      - 5,150,528.389   323,271.827   MT  0.99998393   -1 40 12.9
 DH4021
 DH4021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4021!SPC MN C     -   0.99993768  x   0.99992545  =   0.99986314
 DH4021!UTM  15      -   0.99993768  x   0.99998393  =   0.99992161
 DH4021
 DH4021|---------------------------------------------------------------------|
 DH4021| PID    Reference Object                     Distance      Geod. Az  |
 DH4021|                                                           dddmmss.s |
 DH4021| DH4049 NEWTON                              133.741 METERS 04719     |
 DH4021| DH4023 5605 E                              APPROX. 1.1 KM 1210500.9 |
 DH4021|---------------------------------------------------------------------|
 DH4021
 DH4021                          SUPERSEDED SURVEY CONTROL
 DH4021
 DH4021.No superseded survey control is available for this station.
 DH4021
 DH4021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2327250528(NAD 83)
 DH4021_MARKER: DD = SURVEY DISK
 DH4021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4021_STAMPING: 5605 A 1 1968
 DH4021_MARK LOGO: MNDT  
 DH4021_PROJECTION: FLUSH
 DH4021_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4021+STABILITY: SURFACE MOTION
 DH4021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4021+SATELLITE: SATELLITE OBSERVATIONS - 1968
 DH4021
 DH4021  HISTORY     - Date     Condition        Report By
 DH4021  HISTORY     - 1968     MONUMENTED       MNDT
 DH4021
 DH4021                          STATION DESCRIPTION
 DH4021
 DH4021'DESCRIBED BY MN DEPT OF TRANSP 1968
 DH4021'4.3 MILES SOUTHEAST OF NEW YORK MILLS, 8.85 MILES NORTHWEST ALONG
 DH4021'TRUNK HIGHWAY 10 FROM TRUNK HIGHWAY JUNCTION OF TRUNK HIGHWAY 10 AND
 DH4021'TRUNK HIGHWAY 71 IN WADENA, NEAR JUNCTION OF TRUNK HIGHWAY 10 AND
 DH4021'COUNTY ROAD 67, TO TRUNK HIGHWAY 10 MILEPOINT 81.40, THEN 200 FEET
 DH4021'SOUTH ON 570TH AVENUE, THEN 400 FEET NORTHWEST ON DIM TRAIL, ABOUT 300
 DH4021'FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 10, 475 FEET NORTHWEST OF
 DH4021'TOWNSHIP ROAD, 41.9 FEET SOUTHWEST OF SOUTH RAILROAD TRACK, 0.8 FEET
 DH4021'NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4022 ***********************************************************************
 DH4022  DESIGNATION -  5605 C 1
 DH4022  PID         -  DH4022
 DH4022  STATE/COUNTY-  MN/OTTER TAIL
 DH4022  USGS QUAD   -  DEER CREEK (1969)
 DH4022
 DH4022                         *CURRENT SURVEY CONTROL
 DH4022  ___________________________________________________________________
 DH4022* NAD 83(1996)-  46 28 05.04237(N)    095 15 36.90991(W)     ADJUSTED  
 DH4022* NAVD 88     -       413.31   (meters)    1356.0    (feet)  LEVELING  
 DH4022  ___________________________________________________________________
 DH4022  X           -    -403,484.033 (meters)                     COMP
 DH4022  Y           -  -4,382,478.237 (meters)                     COMP
 DH4022  Z           -   4,601,516.429 (meters)                     COMP
 DH4022  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 DH4022  ELLIP HEIGHT-         386.45  (meters)          (05/31/05) GPS OBS
 DH4022  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DH4022
 DH4022  HORZ ORDER  -  FIRST
 DH4022  VERT ORDER  -  THIRD ?
 DH4022  ELLP ORDER  -  THIRD     CLASS I
 DH4022
 DH4022.The horizontal coordinates were established by GPS observations
 DH4022.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4022
 DH4022.The orthometric height was determined by differential leveling.
 DH4022.The vertical network tie was performed by a horz. field party for horz.
 DH4022.obs reductions. Reset procedures were used to establish the elevation.
 DH4022
 DH4022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4022
 DH4022.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4022
 DH4022.The ellipsoidal height was determined by GPS observations
 DH4022.and is referenced to NAD 83.
 DH4022
 DH4022.The geoid height was determined by GEOID03.
 DH4022
 DH4022;                    North         East     Units Scale Factor Converg.
 DH4022;SPC MN C     -   263,665.393   722,412.936   MT  0.99992472   -0 43 50.9
 DH4022;UTM  15      - 5,148,537.273   326,467.280   MT  0.99997017   -1 38 20.6
 DH4022
 DH4022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4022!SPC MN C     -   0.99993942  x   0.99992472  =   0.99986415
 DH4022!UTM  15      -   0.99993942  x   0.99997017  =   0.99990960
 DH4022
 DH4022:                Primary Azimuth Mark                     Grid Az
 DH4022:SPC MN C     -  5605 F                                   094 47 24.2
 DH4022:UTM  15      -  5605 F                                   095 41 53.9
 DH4022
 DH4022|---------------------------------------------------------------------|
 DH4022| PID    Reference Object                     Distance      Geod. Az  |
 DH4022|                                                           dddmmss.s |
 DH4022| DH4024 5605 F                              APPROX. 1.1 KM 0940333.3 |
 DH4022|---------------------------------------------------------------------|
 DH4022
 DH4022                          SUPERSEDED SURVEY CONTROL
 DH4022
 DH4022.No superseded survey control is available for this station.
 DH4022
 DH4022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2646748537(NAD 83)
 DH4022_MARKER: DD = SURVEY DISK
 DH4022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4022_STAMPING: 5605 C 1 1968
 DH4022_MARK LOGO: MNDT  
 DH4022_PROJECTION: PROJECTING 5 CENTIMETERS
 DH4022_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH4022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4022+STABILITY: SURFACE MOTION
 DH4022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4022+SATELLITE: SATELLITE OBSERVATIONS - 1968
 DH4022
 DH4022  HISTORY     - Date     Condition        Report By
 DH4022  HISTORY     - 1968     MONUMENTED       MNDT
 DH4022
 DH4022                          STATION DESCRIPTION
 DH4022
 DH4022'DESCRIBED BY MN DEPT OF TRANSP 1968
 DH4022'1.5 MILES WEST OF BLUFFTON, 6.45 MILES NORTHWEST ALONG TRUNK HIGHWAY
 DH4022'10 FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 71 IN WADENA,
 DH4022'AT TRUNK HIGHWAY 10 MILEPOINT 83.70, 107.2 FEET SOUTH-SOUTHWEST OF
 DH4022'TRUNK HIGHWAY 10 EASTBOUND, 51.0 FEET WEST OF 590TH AVENUE, 49.4 FEET
 DH4022'NORTH OF NORTH RAIL OF TRACKS, 9.0 FEET NORTH OF A TELEPHONE POLE, 0.9
 DH4022'FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4023 ***********************************************************************
 DH4023  DESIGNATION -  5605 E
 DH4023  PID         -  DH4023
 DH4023  STATE/COUNTY-  MN/OTTER TAIL
 DH4023  USGS QUAD   -  DEER CREEK (1969)
 DH4023
 DH4023                         *CURRENT SURVEY CONTROL
 DH4023  ___________________________________________________________________
 DH4023* NAD 83(1996)-  46 28 48.58792(N)    095 17 26.30683(W)     ADJUSTED  
 DH4023* NAVD 88     -       423.82   (meters)    1390.5    (feet)  LEVELING  
 DH4023  ___________________________________________________________________
 DH4023  X           -    -405,719.086 (meters)                     COMP
 DH4023  Y           -  -4,381,300.028 (meters)                     COMP
 DH4023  Z           -   4,602,450.128 (meters)                     COMP
 DH4023  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 DH4023  ELLIP HEIGHT-         396.99  (meters)          (05/31/05) GPS OBS
 DH4023  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 DH4023
 DH4023  HORZ ORDER  -  FIRST
 DH4023  VERT ORDER  -  THIRD ?
 DH4023  ELLP ORDER  -  THIRD     CLASS I
 DH4023
 DH4023.The horizontal coordinates were established by GPS observations
 DH4023.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4023
 DH4023.The orthometric height was determined by differential leveling.
 DH4023.The vertical network tie was performed by a horz. field party for horz.
 DH4023.obs reductions. Reset procedures were used to establish the elevation.
 DH4023
 DH4023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4023
 DH4023.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4023
 DH4023.The ellipsoidal height was determined by GPS observations
 DH4023.and is referenced to NAD 83.
 DH4023
 DH4023.The geoid height was determined by GEOID03.
 DH4023
 DH4023;                    North         East     Units Scale Factor Converg.
 DH4023;SPC MN C     -   265,039.988   720,096.942   MT  0.99992523   -0 45 10.0
 DH4023;UTM  15      - 5,149,948.486   324,173.257   MT  0.99998002   -1 39 41.2
 DH4023
 DH4023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4023!SPC MN C     -   0.99993777  x   0.99992523  =   0.99986301
 DH4023!UTM  15      -   0.99993777  x   0.99998002  =   0.99991779
 DH4023
 DH4023:                Primary Azimuth Mark                     Grid Az
 DH4023:SPC MN C     -  5605 A 1                                 301 50 42.1
 DH4023:UTM  15      -  5605 A 1                                 302 45 13.3
 DH4023
 DH4023|---------------------------------------------------------------------|
 DH4023| PID    Reference Object                     Distance      Geod. Az  |
 DH4023|                                                           dddmmss.s |
 DH4023| DH4021 5605 A 1                            APPROX. 1.1 KM 3010532.1 |
 DH4023|---------------------------------------------------------------------|
 DH4023
 DH4023                          SUPERSEDED SURVEY CONTROL
 DH4023
 DH4023.No superseded survey control is available for this station.
 DH4023
 DH4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2417349948(NAD 83)
 DH4023_MARKER: DD = SURVEY DISK
 DH4023_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4023_STAMPING: 5605 E 2003
 DH4023_MARK LOGO: MNDT  
 DH4023_PROJECTION: FLUSH
 DH4023_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4023+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH4023_ROD/PIPE-DEPTH:  6.1 meters
 DH4023
 DH4023  HISTORY     - Date     Condition        Report By
 DH4023  HISTORY     - 2003     MONUMENTED       MNDT
 DH4023
 DH4023                          STATION DESCRIPTION
 DH4023
 DH4023'DESCRIBED BY MN DEPT OF TRANSP 2003
 DH4023'3.0 MILES NORTHWEST OF BLUFFTON, 8.15 MILES NORTHWEST ALONG TRUNK
 DH4023'HIGHWAY 10 FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 71 IN
 DH4023'WADENA, AT TRUNK HIGHWAY 10 MILEPOINT 82.0, 114.5 FEET SOUTHWEST OF
 DH4023'EASTBOUND TRUNK HIGHWAY 10, 43.5 FEET NORTHEAST OF NORTH RAIL
 DH4023'OFTRACKS, 8.6 FEET NORTH OF TELEPHONE POLE, 1.6 FEET NORTHEAST OF
 DH4023'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4024 ***********************************************************************
 DH4024  DESIGNATION -  5605 F
 DH4024  PID         -  DH4024
 DH4024  STATE/COUNTY-  MN/OTTER TAIL
 DH4024  USGS QUAD   -  WADENA (1969)
 DH4024
 DH4024                         *CURRENT SURVEY CONTROL
 DH4024  ___________________________________________________________________
 DH4024* NAD 83(1996)-  46 28 02.63149(N)    095 14 47.80359(W)     ADJUSTED  
 DH4024* NAVD 88     -       411.51   (meters)    1350.1    (feet)  LEVELING  
 DH4024  ___________________________________________________________________
 DH4024  X           -    -402,445.489 (meters)                     COMP
 DH4024  Y           -  -4,382,626.685 (meters)                     COMP
 DH4024  Z           -   4,601,463.847 (meters)                     COMP
 DH4024  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 DH4024  ELLIP HEIGHT-         384.65  (meters)          (05/31/05) GPS OBS
 DH4024  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DH4024
 DH4024  HORZ ORDER  -  FIRST
 DH4024  VERT ORDER  -  THIRD ?
 DH4024  ELLP ORDER  -  THIRD     CLASS I
 DH4024
 DH4024.The horizontal coordinates were established by GPS observations
 DH4024.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4024
 DH4024.The orthometric height was determined by differential leveling.
 DH4024.The vertical network tie was performed by a horz. field party for horz.
 DH4024.obs reductions. Reset procedures were used to establish the elevation.
 DH4024
 DH4024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4024
 DH4024.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4024
 DH4024.The ellipsoidal height was determined by GPS observations
 DH4024.and is referenced to NAD 83.
 DH4024
 DH4024.The geoid height was determined by GEOID03.
 DH4024
 DH4024;                    North         East     Units Scale Factor Converg.
 DH4024;SPC MN C     -   263,577.690   723,459.541   MT  0.99992469   -0 43 15.4
 DH4024;UTM  15      - 5,148,432.987   327,512.408   MT  0.99996572   -1 37 45.0
 DH4024
 DH4024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4024!SPC MN C     -   0.99993971  x   0.99992469  =   0.99986440
 DH4024!UTM  15      -   0.99993971  x   0.99996572  =   0.99990543
 DH4024
 DH4024:                Primary Azimuth Mark                     Grid Az
 DH4024:SPC MN C     -  5605 C 1                                 274 47 24.3
 DH4024:UTM  15      -  5605 C 1                                 275 41 53.9
 DH4024
 DH4024|---------------------------------------------------------------------|
 DH4024| PID    Reference Object                     Distance      Geod. Az  |
 DH4024|                                                           dddmmss.s |
 DH4024| DH4022 5605 C 1                            APPROX. 1.1 KM 2740408.9 |
 DH4024|---------------------------------------------------------------------|
 DH4024
 DH4024                          SUPERSEDED SURVEY CONTROL
 DH4024
 DH4024.No superseded survey control is available for this station.
 DH4024
 DH4024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2751248433(NAD 83)
 DH4024_MARKER: DD = SURVEY DISK
 DH4024_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4024_STAMPING: 5605 F 2003
 DH4024_MARK LOGO: MNDT  
 DH4024_PROJECTION: FLUSH
 DH4024_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4024+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH4024_ROD/PIPE-DEPTH:  4.6 meters
 DH4024
 DH4024  HISTORY     - Date     Condition        Report By
 DH4024  HISTORY     - 2003     MONUMENTED       MNDT
 DH4024
 DH4024                          STATION DESCRIPTION
 DH4024
 DH4024'DESCRIBED BY MN DEPT OF TRANSP 2003
 DH4024'0.7 MILES WEST OF BLUFFTON, 5.80 MILES NORTHWEST ALONG TRUNK HIGHWAY
 DH4024'10 FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 71 IN  WADENA,
 DH4024'AT TRUNK HIGHWAY 10 MILEPOINT 84.3, 87.0 FEET SOUTH OF TRUNK HIGHWAY
 DH4024'10 EAST-BOUND, 70.6 FEET NORTH OF NORTH  RAIL, 67.5 FEET
 DH4024'WEST-NORTHWEST OF TELEPHONE POLE, 78.5 FEET EAST-NORTHEAST OF
 DH4024'TELEPHONE POLE, 1.7 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4025 ***********************************************************************
 DH4025  DESIGNATION -  5606 A
 DH4025  PID         -  DH4025
 DH4025  STATE/COUNTY-  MN/OTTER TAIL
 DH4025  USGS QUAD   -  NEW YORK MILLS WEST (1969)
 DH4025
 DH4025                         *CURRENT SURVEY CONTROL
 DH4025  ___________________________________________________________________
 DH4025* NAD 83(1996)-  46 32 32.48599(N)    095 26 42.21446(W)     ADJUSTED  
 DH4025* NAVD 88     -       428.79   (meters)    1406.8    (feet)  LEVELING  
 DH4025  ___________________________________________________________________
 DH4025  X           -    -417,050.047 (meters)                     COMP
 DH4025  Y           -  -4,375,200.552 (meters)                     COMP
 DH4025  Z           -   4,607,212.045 (meters)                     COMP
 DH4025  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 DH4025  ELLIP HEIGHT-         401.99  (meters)          (05/31/05) GPS OBS
 DH4025  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DH4025
 DH4025  HORZ ORDER  -  FIRST
 DH4025  VERT ORDER  -  THIRD ?
 DH4025  ELLP ORDER  -  THIRD     CLASS I
 DH4025
 DH4025.The horizontal coordinates were established by GPS observations
 DH4025.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4025
 DH4025.The orthometric height was determined by differential leveling.
 DH4025.The vertical network tie was performed by a horz. field party for horz.
 DH4025.obs reductions. Reset procedures were used to establish the elevation.
 DH4025
 DH4025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4025
 DH4025.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4025
 DH4025.The ellipsoidal height was determined by GPS observations
 DH4025.and is referenced to NAD 83.
 DH4025
 DH4025.The geoid height was determined by GEOID03.
 DH4025
 DH4025;                    North         East     Units Scale Factor Converg.
 DH4025;SPC MN C     -   272,119.588   708,345.417   MT  0.99992856   -0 51 52.2
 DH4025;UTM  15      - 5,157,214.350   312,534.698   MT  1.00003199   -1 46 31.2
 DH4025
 DH4025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4025!SPC MN C     -   0.99993699  x   0.99992856  =   0.99986555
 DH4025!UTM  15      -   0.99993699  x   1.00003199  =   0.99996898
 DH4025
 DH4025:                Primary Azimuth Mark                     Grid Az
 DH4025:SPC MN C     -  5606 B                                   118 16 17.7
 DH4025:UTM  15      -  5606 B                                   119 10 56.7
 DH4025
 DH4025|---------------------------------------------------------------------|
 DH4025| PID    Reference Object                     Distance      Geod. Az  |
 DH4025|                                                           dddmmss.s |
 DH4025| DH4026 5606 B                              APPROX. 1.1 KM 1172425.5 |
 DH4025|---------------------------------------------------------------------|
 DH4025
 DH4025                          SUPERSEDED SURVEY CONTROL
 DH4025
 DH4025.No superseded survey control is available for this station.
 DH4025
 DH4025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1253557214(NAD 83)
 DH4025_MARKER: DD = SURVEY DISK
 DH4025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4025_STAMPING: 5606 A 1968
 DH4025_MARK LOGO: MNDT  
 DH4025_PROJECTION: PROJECTING 5 CENTIMETERS
 DH4025_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4025+STABILITY: SURFACE MOTION
 DH4025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4025+SATELLITE: SATELLITE OBSERVATIONS - 1968
 DH4025
 DH4025  HISTORY     - Date     Condition        Report By
 DH4025  HISTORY     - 1968     MONUMENTED       MNDT
 DH4025
 DH4025                          STATION DESCRIPTION
 DH4025
 DH4025'DESCRIBED BY MN DEPT OF TRANSP 1968
 DH4025'3.7 MILES NORTHWEST OF NEW YORK MILLS, 7.25 MILES SOUTHEAST ALONG
 DH4025'TRUNK HIGHWAY 10 FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY
 DH4025'78 IN PERHAM, AT TRUNK HIGHWAY 10 MILEPOINT 73.52, 102.0 FEET
 DH4025'SOUTHWEST OF TRUNK HIGHWAY 10 EAST-BOUND, 33.5 FEET NORTHEAST OF NORTH
 DH4025'RAIL OF TRACKS, 11.1 FEET NORTHWEST OF TELEPHONE POLE, 0.7 FEET
 DH4025'NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4026 ***********************************************************************
 DH4026  DESIGNATION -  5606 B
 DH4026  PID         -  DH4026
 DH4026  STATE/COUNTY-  MN/OTTER TAIL
 DH4026  USGS QUAD   -  NEW YORK MILLS WEST (1969)
 DH4026
 DH4026                         *CURRENT SURVEY CONTROL
 DH4026  ___________________________________________________________________
 DH4026* NAD 83(1996)-  46 32 15.80224(N)    095 25 55.59398(W)     ADJUSTED  
 DH4026* NAVD 88     -       429.85   (meters)    1410.3    (feet)  LEVELING  
 DH4026  ___________________________________________________________________
 DH4026  X           -    -416,096.614 (meters)                     COMP
 DH4026  Y           -  -4,375,667.715 (meters)                     COMP
 DH4026  Z           -   4,606,858.444 (meters)                     COMP
 DH4026  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 DH4026  ELLIP HEIGHT-         403.06  (meters)          (05/31/05) GPS OBS
 DH4026  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DH4026
 DH4026  HORZ ORDER  -  FIRST
 DH4026  VERT ORDER  -  THIRD ?
 DH4026  ELLP ORDER  -  THIRD     CLASS I
 DH4026
 DH4026.The horizontal coordinates were established by GPS observations
 DH4026.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4026
 DH4026.The orthometric height was determined by differential leveling.
 DH4026.The vertical network tie was performed by a horz. field party for horz.
 DH4026.obs reductions. Reset procedures were used to establish the elevation.
 DH4026
 DH4026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4026
 DH4026.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4026
 DH4026.The ellipsoidal height was determined by GPS observations
 DH4026.and is referenced to NAD 83.
 DH4026
 DH4026.The geoid height was determined by GEOID03.
 DH4026
 DH4026;                    North         East     Units Scale Factor Converg.
 DH4026;SPC MN C     -   271,589.612   709,330.860   MT  0.99992827   -0 51 18.4
 DH4026;UTM  15      - 5,156,668.721   313,511.692   MT  1.00002750   -1 45 56.9
 DH4026
 DH4026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4026!SPC MN C     -   0.99993682  x   0.99992827  =   0.99986510
 DH4026!UTM  15      -   0.99993682  x   1.00002750  =   0.99996432
 DH4026
 DH4026:                Primary Azimuth Mark                     Grid Az
 DH4026:SPC MN C     -  5606 A                                   298 16 17.7
 DH4026:UTM  15      -  5606 A                                   299 10 56.2
 DH4026
 DH4026|---------------------------------------------------------------------|
 DH4026| PID    Reference Object                     Distance      Geod. Az  |
 DH4026|                                                           dddmmss.s |
 DH4026| DH4025 5606 A                              APPROX. 1.1 KM 2972459.3 |
 DH4026|---------------------------------------------------------------------|
 DH4026
 DH4026                          SUPERSEDED SURVEY CONTROL
 DH4026
 DH4026.No superseded survey control is available for this station.
 DH4026
 DH4026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1351256669(NAD 83)
 DH4026_MARKER: DD = SURVEY DISK
 DH4026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4026_STAMPING: 5606 B 1968
 DH4026_MARK LOGO: MNDT  
 DH4026_PROJECTION: FLUSH
 DH4026_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH4026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4026+STABILITY: SURFACE MOTION
 DH4026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4026+SATELLITE: SATELLITE OBSERVATIONS - 1968
 DH4026
 DH4026  HISTORY     - Date     Condition        Report By
 DH4026  HISTORY     - 1968     MONUMENTED       MNDT
 DH4026
 DH4026                          STATION DESCRIPTION
 DH4026
 DH4026'DESCRIBED BY MN DEPT OF TRANSP 1968
 DH4026'3.0 MILES NORTHWEST OF NEW YORK MILLS, AT TRUNK HIGHWAY 10 MILEPOINT
 DH4026'74.15, 7.95 MILES SOUTHEAST OF JUNCTION TRUNK HIGHWAY 10 AND TRUNK
 DH4026'HIGHWAY 78 IN PERHAM, 91.7 FEET SOUTHWEST OF EASTBOUND TRUNK HIGHWAY
 DH4026'10, 44.7 FEET NORTHEAST OF NORTH RAIL OF TRACKS, 31.5 FEET
 DH4026'EAST-SOUTHEAST OF TELEPHONE POLE, 0.60 FEET NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0636 ***********************************************************************
 RO0636  DESIGNATION -  5606 G
 RO0636  PID         -  RO0636
 RO0636  STATE/COUNTY-  MN/OTTER TAIL
 RO0636  USGS QUAD   -  PERHAM (1973)
 RO0636
 RO0636                         *CURRENT SURVEY CONTROL
 RO0636  ___________________________________________________________________
 RO0636* NAD 83(1996)-  46 34 51.22475(N)    095 34 28.24302(W)     ADJUSTED  
 RO0636* NAVD 88     -       421.585  (meters)    1383.15   (feet)  ADJUSTED  
 RO0636  ___________________________________________________________________
 RO0636  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 RO0636  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 RO0636  DYNAMIC HT  -         421.602 (meters)    1383.21  (feet)  COMP
 RO0636  MODELED GRAV-     980,640.3   (mgal)                       NAVD 88
 RO0636
 RO0636  HORZ ORDER  -  THIRD
 RO0636  VERT ORDER  -  SECOND    CLASS I
 RO0636
 RO0636.The horizontal coordinates were established by classical geodetic methods
 RO0636.and adjusted by the National Geodetic Survey in March 1999..
 RO0636.No horizontal observational check was made to the station.
 RO0636
 RO0636.The orthometric height was determined by differential leveling
 RO0636.and adjusted by the National Geodetic Survey in June 1991..
 RO0636
 RO0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0636
 RO0636.The geoid height was determined by GEOID03.
 RO0636
 RO0636.The dynamic height is computed by dividing the NAVD 88
 RO0636.geopotential number by the normal gravity value computed on the
 RO0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0636.degrees latitude (g = 980.6199 gals.).
 RO0636
 RO0636.The modeled gravity was interpolated from observed gravity values.
 RO0636
 RO0636;                    North         East     Units Scale Factor Converg.
 RO0636;SPC MN C     -   276,560.635   698,489.634   MT  0.99993122   -0 57 29.3
 RO0636;UTM  15      - 5,161,812.219   302,749.598   MT  1.00007826   -1 52 14.1
 RO0636
 RO0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0636!SPC MN C     -   0.99993810  x   0.99993122  =   0.99986932
 RO0636!UTM  15      -   0.99993810  x   1.00007826  =   1.00001636
 RO0636
 RO0636                          SUPERSEDED SURVEY CONTROL
 RO0636
 RO0636  NAD 83(1986)-  46 34 51.22405(N)    095 34 28.24526(W) AD(       ) 3
 RO0636  NAD 27      -  46 34 51.37598(N)    095 34 27.08976(W) AD(       ) 3
 RO0636  NGVD 29 (??/??/92)  421.341  (m)         1382.35   (f) ADJ UNCH    2 1
 RO0636
 RO0636.Superseded values are not recommended for survey control.
 RO0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0636.See file dsdata.txt to determine how the superseded data were derived.
 RO0636
 RO0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0275061812(NAD 83)
 RO0636_MARKER: DD = SURVEY DISK
 RO0636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RO0636_SP_SET: ABUTMENT
 RO0636_STAMPING: 5606 G 1975
 RO0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0636
 RO0636  HISTORY     - Date     Condition        Report By
 RO0636  HISTORY     - 1975     MONUMENTED       MNDT
 RO0636  HISTORY     - 1975     GOOD             MNDT
 RO0636
 RO0636                          STATION DESCRIPTION
 RO0636
 RO0636'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0636'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF THE CITY OF
 RO0636'PERHAM.
 RO0636'
 RO0636'THE STATION MARK, A STANDARD MNHD BENCH MARK DISK STAMPED
 RO0636'5606 G 1975, IS SET IN THE SOUTHEAST CORNER OF THE BRIDGE
 RO0636'ABUTMENT.  THE MARK IS 27.5 FEET EAST OF THE CENTERLINE OF TRUNK
 RO0636'HIGHWAY 78.
 RO0636
 RO0636                          STATION RECOVERY (1975)
 RO0636
 RO0636'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 RO0636'IN PERHAM.
 RO0636'THE MARK IS LOCATED AT THE JUNCTION OF TRUNK HIGHWAYS 10 AND 78 AT
 RO0636'PERHAM AT TRUNK HIGHWAY 10 MILEPOINT 66.5.  IT IS ALSO 0.3 MILE
 RO0636'SOUTHWEST AND 0.6 MILE SOUTH ALONG 3RD AVENUE (COUNTY ROAD 8 AND OLD
 RO0636'TRUNK HIGHWAY 78) FROM THE INTERSECTION OF 3RD AVENUE AND MAIN STREET
 RO0636'(COUNTY ROAD 80 AND OLD TRUNK HIGHWAY 10).  IT IS 27.5 FEET EAST OF
 RO0636'AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 78 AT MILE 47.25,
 RO0636'82.99 FEET SOUTHWEST OF MNHD HORIZONTAL CONTROL MONUMENT PERHAM AND
 RO0636'55.3 FEET EAST-SOUTHEAST OF PERHAM REFERENCE MARK NUMBER 1. THE MARK
 RO0636'IS CEMENTED IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 56007
 RO0636'(TRUNK HIGHWAY 78 OVER TRUNK HIGHWAY 10).  NW 1/4 SECTION 23, T 136N,
 RO0636'R 39W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0645 ***********************************************************************
 RO0645  DESIGNATION -  5606 H
 RO0645  PID         -  RO0645
 RO0645  STATE/COUNTY-  MN/OTTER TAIL
 RO0645  USGS QUAD   -  PERHAM (1973)
 RO0645
 RO0645                         *CURRENT SURVEY CONTROL
 RO0645  ___________________________________________________________________
 RO0645* NAD 83(1996)-  46 34 36.84470(N)    095 33 12.88717(W)     ADJUSTED  
 RO0645* NAVD 88     -       412.310  (meters)    1352.72   (feet)  ADJUSTED  
 RO0645  ___________________________________________________________________
 RO0645  X           -    -425,065.136 (meters)                     COMP
 RO0645  Y           -  -4,371,616.297 (meters)                     COMP
 RO0645  Z           -   4,609,840.674 (meters)                     COMP
 RO0645  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 RO0645  ELLIP HEIGHT-         385.58  (meters)          (05/31/05) GPS OBS
 RO0645  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 RO0645  DYNAMIC HT  -         412.325 (meters)    1352.77  (feet)  COMP
 RO0645  MODELED GRAV-     980,636.8   (mgal)                       NAVD 88
 RO0645
 RO0645  HORZ ORDER  -  FIRST
 RO0645  VERT ORDER  -  SECOND    CLASS I
 RO0645  ELLP ORDER  -  THIRD     CLASS I
 RO0645
 RO0645.The horizontal coordinates were established by GPS observations
 RO0645.and adjusted by the MN DEPT OF TRANSP in May 2005..
 RO0645
 RO0645.The orthometric height was determined by differential leveling
 RO0645.and adjusted by the National Geodetic Survey in June 1991..
 RO0645
 RO0645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0645
 RO0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0645
 RO0645.The ellipsoidal height was determined by GPS observations
 RO0645.and is referenced to NAD 83.
 RO0645
 RO0645.The geoid height was determined by GEOID03.
 RO0645
 RO0645.The dynamic height is computed by dividing the NAVD 88
 RO0645.geopotential number by the normal gravity value computed on the
 RO0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0645.degrees latitude (g = 980.6199 gals.).
 RO0645
 RO0645.The modeled gravity was interpolated from observed gravity values.
 RO0645
 RO0645;                    North         East     Units Scale Factor Converg.
 RO0645;SPC MN C     -   276,090.076   700,086.420   MT  0.99993093   -0 56 34.8
 RO0645;UTM  15      - 5,161,316.223   304,338.917   MT  1.00007059   -1 51 18.9
 RO0645
 RO0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0645!SPC MN C     -   0.99993956  x   0.99993093  =   0.99987050
 RO0645!UTM  15      -   0.99993956  x   1.00007059  =   1.00001015
 RO0645
 RO0645                          SUPERSEDED SURVEY CONTROL
 RO0645
 RO0645  NAVD 88 (05/31/05)  412.31   (m)         1352.7    (f) LEVELING    3  
 RO0645  NGVD 29 (??/??/92)  412.066  (m)         1351.92   (f) ADJ UNCH    2 1
 RO0645
 RO0645.Superseded values are not recommended for survey control.
 RO0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0645.See file dsdata.txt to determine how the superseded data were derived.
 RO0645
 RO0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0433961316(NAD 83)
 RO0645_MARKER: DV = VERTICAL CONTROL DISK
 RO0645_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0645_STAMPING: 5606 H 1975
 RO0645_MARK LOGO: MNDT  
 RO0645_PROJECTION: RECESSED 8 CENTIMETERS
 RO0645_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RO0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0645+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 RO0645_ROD/PIPE-DEPTH:  7.3 meters
 RO0645
 RO0645  HISTORY     - Date     Condition        Report By
 RO0645  HISTORY     - 1975     MONUMENTED       MNDT
 RO0645  HISTORY     - 20041025 GOOD             MNDT
 RO0645
 RO0645                          STATION DESCRIPTION
 RO0645
 RO0645'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0645'1.0 MI SE FROM PERHAM.
 RO0645'THE MARK IS LOCATED 1.0 MILE SOUTHEAST ALONG TRUNK HIGHWAY 10 FROM THE
 RO0645'JUNCTION OF TRUNK HIGHWAYS 10 AND 78 AT PERHAM AND 0.8 MILE NORTHWEST
 RO0645'OF THE COUNTY ROAD 80 EXIT.  IT IS 99.3 FEET SOUTH-SOUTHEAST OF AND
 RO0645'ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 10 EAST-BOUND
 RO0645'CENTERLINE AT MILEPOINT 67.5, 66.5 FEET WEST OF A 6 INCH JACKPINE
 RO0645'(NORTH TREE IN A ROW OF JACKPINES), 45.9 FEET WEST OF A POWER POLE,
 RO0645'16.0 FEET WEST OF THE CENTER OF A TOWNSHIP ROAD (DEAD END) AND 1.4
 RO0645'FEET SOUTH OF A FENCE.  THE MARK A MNHD VERTICAL CONTROL MONUMENT
 RO0645'(VCM) DISK IS CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 24 FOOT
 RO0645'LONG COPPER-CLAD STEEL ROD DRIVEN FLUSH WITH THE SURFACE OF THE
 RO0645'GROUND.  IT IS 1.1 FEET EAST OF A STEEL WITNESS POST. SE 1/4 SECTION
 RO0645'23, T 136N, R 39W.
 RO0645
 RO0645                          STATION RECOVERY (2004)
 RO0645
 RO0645'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 RO0645'1.0 MILES SOUTHEAST OF PERHAM, 1.0 MILES SOUTHEAST ON TRUNK HIGHWAY 10
 RO0645'FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 78, 0.8 MILES
 RO0645'NORTHWEST OF COUNTY ROAD 80 EXIT, 99.3 FEET SOUTH-SOUTHEAST OF
 RO0645'EASTBOUND TRUNK HIGHWAY 10, AT TRUNK HIGHWAY 10 MILEPOINT 67.5, 45.6
 RO0645'FEET WEST OF POWER POLE (NUMBER 75), 16.0 FEET WEST OF DEAD END TRAIL,
 RO0645'14.8 FEET EAST OF TELEPHONE CABLE PEDESTAL, 1.4 FEET SOUTH OF FENCE,
 RO0645'1.1 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0646 ***********************************************************************
 RO0646  DESIGNATION -  5606 J
 RO0646  PID         -  RO0646
 RO0646  STATE/COUNTY-  MN/OTTER TAIL
 RO0646  USGS QUAD   -  PERHAM (1973)
 RO0646
 RO0646                         *CURRENT SURVEY CONTROL
 RO0646  ___________________________________________________________________
 RO0646* NAD 83(1986)-  46 34 12.     (N)    095 32 43.     (W)     SCALED    
 RO0646* NAVD 88     -       409.646  (meters)    1343.98   (feet)  ADJUSTED  
 RO0646  ___________________________________________________________________
 RO0646  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 RO0646  DYNAMIC HT  -         409.660 (meters)    1344.03  (feet)  COMP
 RO0646  MODELED GRAV-     980,634.9   (mgal)                       NAVD 88
 RO0646
 RO0646  VERT ORDER  -  SECOND    CLASS I
 RO0646
 RO0646.The horizontal coordinates were scaled from a topographic map and have
 RO0646.an estimated accuracy of +/- 6 seconds.
 RO0646
 RO0646.The orthometric height was determined by differential leveling
 RO0646.and adjusted by the National Geodetic Survey in June 1991..
 RO0646
 RO0646.The geoid height was determined by GEOID03.
 RO0646
 RO0646.The dynamic height is computed by dividing the NAVD 88
 RO0646.geopotential number by the normal gravity value computed on the
 RO0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0646.degrees latitude (g = 980.6199 gals.).
 RO0646
 RO0646.The modeled gravity was interpolated from observed gravity values.
 RO0646
 RO0646;                    North         East    Units  Estimated Accuracy
 RO0646;SPC MN C     -   275,310.      700,710.      MT  (+/- 180 meters Scaled)
 RO0646
 RO0646                          SUPERSEDED SURVEY CONTROL
 RO0646
 RO0646  NGVD 29 (??/??/92)  409.402  (m)         1343.18   (f) ADJ UNCH    2 1
 RO0646
 RO0646.Superseded values are not recommended for survey control.
 RO0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0646.See file dsdata.txt to determine how the superseded data were derived.
 RO0646
 RO0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM049605(NAD 83)
 RO0646_MARKER: DD = SURVEY DISK
 RO0646_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RO0646_SP_SET: ABUTMENT
 RO0646_STAMPING: 5606 J 1975
 RO0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0646
 RO0646  HISTORY     - Date     Condition        Report By
 RO0646  HISTORY     - 1975     MONUMENTED       MNDT
 RO0646
 RO0646                          STATION DESCRIPTION
 RO0646
 RO0646'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0646'1.5 MI SE FROM PERHAM.
 RO0646'THE MARK IS LOCATED 1.5 MILES SOUTHEAST ALONG TRUNK HIGHWAY 10 FROM
 RO0646'THE JUNCTION OF TRUNK HIGHWAYS 10 AND 78 AT PERHAM AND 0.3 MILE
 RO0646'NORTHWEST OF THE COUNTY ROAD 80 EXIT.  IT IS 25.7 FEET SOUTH OF AND
 RO0646'ABOUT LEVEL WITH THE CENTERLINE OF EAST-BOUND LANE OF TRUNK HIGHWAY 10
 RO0646'AT MILEPOINT 68.  THE MARK IS CEMENTED IN THE SOUTHEAST CORNER
 RO0646'(ABUTMENT) OF BRIDGE NUMBER 56014 (EAST-BOUND TRUNK HIGHWAY 10 OVER
 RO0646'OTTERTAIL RIVER).  SW 1/4 SECTION 24, T 136N, R 39W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4027 ***********************************************************************
 DH4027  DESIGNATION -  5606 K
 DH4027  PID         -  DH4027
 DH4027  STATE/COUNTY-  MN/OTTER TAIL
 DH4027  USGS QUAD   -  NEW YORK MILLS EAST (1969)
 DH4027
 DH4027                         *CURRENT SURVEY CONTROL
 DH4027  ___________________________________________________________________
 DH4027* NAD 83(1996)-  46 30 28.38754(N)    095 21 10.85235(W)     ADJUSTED  
 DH4027* NAVD 88     -       428.08   (meters)    1404.5    (feet)  LEVELING  
 DH4027  ___________________________________________________________________
 DH4027  X           -    -410,280.191 (meters)                     COMP
 DH4027  Y           -  -4,378,633.179 (meters)                     COMP
 DH4027  Z           -   4,604,574.829 (meters)                     COMP
 DH4027  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 DH4027  ELLIP HEIGHT-         401.25  (meters)          (05/31/05) GPS OBS
 DH4027  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DH4027
 DH4027  HORZ ORDER  -  FIRST
 DH4027  VERT ORDER  -  THIRD ?
 DH4027  ELLP ORDER  -  THIRD     CLASS I
 DH4027
 DH4027.The horizontal coordinates were established by GPS observations
 DH4027.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4027
 DH4027.The orthometric height was determined by differential leveling.
 DH4027.The vertical network tie was performed by a horz. field party for horz.
 DH4027.obs reductions. Reset procedures were used to establish the elevation.
 DH4027
 DH4027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4027
 DH4027.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4027
 DH4027.The ellipsoidal height was determined by GPS observations
 DH4027.and is referenced to NAD 83.
 DH4027
 DH4027.The geoid height was determined by GEOID03.
 DH4027
 DH4027;                    North         East     Units Scale Factor Converg.
 DH4027;SPC MN C     -   268,185.887   715,350.937   MT  0.99992657   -0 47 52.5
 DH4027;UTM  15      - 5,153,169.500   319,477.461   MT  1.00000059   -1 42 27.0
 DH4027
 DH4027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4027!SPC MN C     -   0.99993710  x   0.99992657  =   0.99986368
 DH4027!UTM  15      -   0.99993710  x   1.00000059  =   0.99993769
 DH4027
 DH4027:                Primary Azimuth Mark                     Grid Az
 DH4027:SPC MN C     -  5606 L                                   345 19 20.8
 DH4027:UTM  15      -  5606 L                                   346 13 55.3
 DH4027
 DH4027|---------------------------------------------------------------------|
 DH4027| PID    Reference Object                     Distance      Geod. Az  |
 DH4027|                                                           dddmmss.s |
 DH4027| DH4028 5606 L                              APPROX. 1.1 KM 3443128.3 |
 DH4027|---------------------------------------------------------------------|
 DH4027
 DH4027                          SUPERSEDED SURVEY CONTROL
 DH4027
 DH4027.No superseded survey control is available for this station.
 DH4027
 DH4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1947753169(NAD 83)
 DH4027_MARKER: DD = SURVEY DISK
 DH4027_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4027_STAMPING: 5606 K 2003
 DH4027_MARK LOGO: MNDT  
 DH4027_PROJECTION: RECESSED 5 CENTIMETERS
 DH4027_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4027+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH4027_ROD/PIPE-DEPTH:  9.1 meters
 DH4027
 DH4027  HISTORY     - Date     Condition        Report By
 DH4027  HISTORY     - 2003     MONUMENTED       MNDT
 DH4027
 DH4027                          STATION DESCRIPTION
 DH4027
 DH4027'DESCRIBED BY MN DEPT OF TRANSP 2003
 DH4027'1.5 MILES SOUTHEAST OF NEW YORK MILLS, 11.75 MILES NORTHWEST ALONG
 DH4027'TRUNK HIGHWAY 10 FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY
 DH4027'71 IN WADENA, AT TRUNK HIGHWAY 10 MILEPOINT 78.65, 100.4 FEET
 DH4027'SOUTHWEST OF TRUNK HIGHWAY 10 EASTBOUND, 67.0 FEET SOUTHEAST OF
 DH4027'DRIVEWAY, 37.6 FEET NORTHEAST OF NORTH RAIL OF TRACKS, 18.9 FEET
 DH4027'NORTHWEST OF TELEPHONE POLE, 1.4 FEET SOUTHEAST  OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4028 ***********************************************************************
 DH4028  DESIGNATION -  5606 L
 DH4028  PID         -  DH4028
 DH4028  STATE/COUNTY-  MN/OTTER TAIL
 DH4028  USGS QUAD   -  NEW YORK MILLS EAST (1969)
 DH4028
 DH4028                         *CURRENT SURVEY CONTROL
 DH4028  ___________________________________________________________________
 DH4028* NAD 83(1996)-  46 31 03.53816(N)    095 21 24.95000(W)     ADJUSTED  
 DH4028* NAVD 88     -       431.64   (meters)    1416.1    (feet)  LEVELING  
 DH4028  ___________________________________________________________________
 DH4028  X           -    -410,506.163 (meters)                     COMP
 DH4028  Y           -  -4,377,823.478 (meters)                     COMP
 DH4028  Z           -   4,605,324.414 (meters)                     COMP
 DH4028  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 DH4028  ELLIP HEIGHT-         404.81  (meters)          (05/31/05) GPS OBS
 DH4028  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DH4028
 DH4028  HORZ ORDER  -  FIRST
 DH4028  VERT ORDER  -  THIRD ?
 DH4028  ELLP ORDER  -  THIRD     CLASS I
 DH4028
 DH4028.The horizontal coordinates were established by GPS observations
 DH4028.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4028
 DH4028.The orthometric height was determined by differential leveling.
 DH4028.The vertical network tie was performed by a horz. field party for horz.
 DH4028.obs reductions. Reset procedures were used to establish the elevation.
 DH4028
 DH4028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4028
 DH4028.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4028
 DH4028.The ellipsoidal height was determined by GPS observations
 DH4028.and is referenced to NAD 83.
 DH4028
 DH4028.The geoid height was determined by GEOID03.
 DH4028
 DH4028;                    North         East     Units Scale Factor Converg.
 DH4028;SPC MN C     -   269,275.281   715,065.596   MT  0.99992710   -0 48 02.7
 DH4028;UTM  15      - 5,154,263.367   319,209.432   MT  1.00000178   -1 42 38.2
 DH4028
 DH4028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4028!SPC MN C     -   0.99993655  x   0.99992710  =   0.99986365
 DH4028!UTM  15      -   0.99993655  x   1.00000178  =   0.99993833
 DH4028
 DH4028:                Primary Azimuth Mark                     Grid Az
 DH4028:SPC MN C     -  5606 K                                   165 19 20.7
 DH4028:UTM  15      -  5606 K                                   166 13 56.2
 DH4028
 DH4028|---------------------------------------------------------------------|
 DH4028| PID    Reference Object                     Distance      Geod. Az  |
 DH4028|                                                           dddmmss.s |
 DH4028| DH4027 5606 K                              APPROX. 1.1 KM 1643118.0 |
 DH4028| DH4057 YORK                                474.542 METERS 1815316.7 |
 DH4028|---------------------------------------------------------------------|
 DH4028
 DH4028                          SUPERSEDED SURVEY CONTROL
 DH4028
 DH4028.No superseded survey control is available for this station.
 DH4028
 DH4028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1920954263(NAD 83)
 DH4028_MARKER: DD = SURVEY DISK
 DH4028_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4028_STAMPING: 5606 L 2003
 DH4028_MARK LOGO: MNDT  
 DH4028_PROJECTION: PROJECTING 5 CENTIMETERS
 DH4028_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4028+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH4028_ROD/PIPE-DEPTH: 10.7 meters
 DH4028
 DH4028  HISTORY     - Date     Condition        Report By
 DH4028  HISTORY     - 2003     MONUMENTED       MNDT
 DH4028
 DH4028                          STATION DESCRIPTION
 DH4028
 DH4028'DESCRIBED BY MN DEPT OF TRANSP 2003
 DH4028'1.0 MILES EAST OF NEW YORK MILLS, 11.90 MILES SOUTHEAST ALONG TRUNK
 DH4028'HIGHWAY 10 FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 78 IN
 DH4028'PERHAM, AT TRUNK HIGHWAY 10 MILEPOINT 11.90, 92.5 FEET EAST OF TRUNK
 DH4028'HIGHWAY 10 WESTBOUND, 6.4 FEET WEST OF NORTH-SOUTH FENCE LINE, 80.8
 DH4028'FEET SOUTH OF FIBER OPTIC PEDESTAL, 1.2 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4029 ***********************************************************************
 DH4029  DESIGNATION -  5606 N
 DH4029  PID         -  DH4029
 DH4029  STATE/COUNTY-  MN/OTTER TAIL
 DH4029  USGS QUAD   -  NEW YORK MILLS WEST (1969)
 DH4029
 DH4029                         *CURRENT SURVEY CONTROL
 DH4029  ___________________________________________________________________
 DH4029* NAD 83(1996)-  46 31 38.09586(N)    095 23 19.21666(W)     ADJUSTED  
 DH4029* NAVD 88     -       428.94   (meters)    1407.3    (feet)  LEVELING  
 DH4029  ___________________________________________________________________
 DH4029  X           -    -412,858.433 (meters)                     COMP
 DH4029  Y           -  -4,376,822.611 (meters)                     COMP
 DH4029  Z           -   4,606,056.741 (meters)                     COMP
 DH4029  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 DH4029  ELLIP HEIGHT-         402.13  (meters)          (05/31/05) GPS OBS
 DH4029  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DH4029
 DH4029  HORZ ORDER  -  FIRST
 DH4029  VERT ORDER  -  THIRD ?
 DH4029  ELLP ORDER  -  THIRD     CLASS I
 DH4029
 DH4029.The horizontal coordinates were established by GPS observations
 DH4029.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4029
 DH4029.The orthometric height was determined by differential leveling.
 DH4029.The vertical network tie was performed by a horz. field party for horz.
 DH4029.obs reductions. Reset procedures were used to establish the elevation.
 DH4029
 DH4029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4029
 DH4029.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4029
 DH4029.The ellipsoidal height was determined by GPS observations
 DH4029.and is referenced to NAD 83.
 DH4029
 DH4029.The geoid height was determined by GEOID03.
 DH4029
 DH4029;                    North         East     Units Scale Factor Converg.
 DH4029;SPC MN C     -   270,376.697   712,645.644   MT  0.99992764   -0 49 25.3
 DH4029;UTM  15      - 5,155,403.172   316,807.088   MT  1.00001253   -1 44 02.2
 DH4029
 DH4029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4029!SPC MN C     -   0.99993697  x   0.99992764  =   0.99986461
 DH4029!UTM  15      -   0.99993697  x   1.00001253  =   0.99994950
 DH4029
 DH4029                          SUPERSEDED SURVEY CONTROL
 DH4029
 DH4029.No superseded survey control is available for this station.
 DH4029
 DH4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1680755403(NAD 83)
 DH4029_MARKER: DD = SURVEY DISK
 DH4029_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4029_STAMPING: 5606 N 2003
 DH4029_MARK LOGO: MNDT  
 DH4029_PROJECTION: FLUSH
 DH4029_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4029+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH4029_ROD/PIPE-DEPTH: 16.8 meters
 DH4029
 DH4029  HISTORY     - Date     Condition        Report By
 DH4029  HISTORY     - 2003     MONUMENTED       MNDT
 DH4029
 DH4029                          STATION DESCRIPTION
 DH4029
 DH4029'DESCRIBED BY MN DEPT OF TRANSP 2003
 DH4029'1.0 MILES NORTHWEST OF NEW YORK MILLS, 10.25 MILES SOUTHEAST ALONG
 DH4029'TRUNK HIGHWAY 10 FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY
 DH4029'78 IN PERHAM, AT TRUNK HIGHWAY 10 MILEPOINT 76.35, 55.3 FEET SOUTH OF
 DH4029'WESTBOUND TRUNK HIGHWAY 10, 51.7 FEET NORTH OF EASTBOUND TRUNK HIGHWAY
 DH4029'10, 1.7 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4030 ***********************************************************************
 DH4030  DESIGNATION -  5606 P
 DH4030  PID         -  DH4030
 DH4030  STATE/COUNTY-  MN/OTTER TAIL
 DH4030  USGS QUAD   -  NEW YORK MILLS WEST (1969)
 DH4030
 DH4030                         *CURRENT SURVEY CONTROL
 DH4030  ___________________________________________________________________
 DH4030* NAD 83(1996)-  46 33 10.51527(N)    095 27 35.87709(W)     ADJUSTED  
 DH4030* NAVD 88     -       424.63   (meters)    1393.1    (feet)  LEVELING  
 DH4030  ___________________________________________________________________
 DH4030  X           -    -418,106.911 (meters)                     COMP
 DH4030  Y           -  -4,374,240.397 (meters)                     COMP
 DH4030  Z           -   4,608,016.682 (meters)                     COMP
 DH4030  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 DH4030  ELLIP HEIGHT-         397.82  (meters)          (05/31/05) GPS OBS
 DH4030  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DH4030
 DH4030  HORZ ORDER  -  FIRST
 DH4030  VERT ORDER  -  THIRD ?
 DH4030  ELLP ORDER  -  THIRD     CLASS I
 DH4030
 DH4030.The horizontal coordinates were established by GPS observations
 DH4030.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4030
 DH4030.The orthometric height was determined by differential leveling.
 DH4030.The vertical network tie was performed by a horz. field party for horz.
 DH4030.obs reductions. Reset procedures were used to establish the elevation.
 DH4030
 DH4030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4030
 DH4030.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4030
 DH4030.The ellipsoidal height was determined by GPS observations
 DH4030.and is referenced to NAD 83.
 DH4030
 DH4030.The geoid height was determined by GEOID03.
 DH4030
 DH4030;                    North         East     Units Scale Factor Converg.
 DH4030;SPC MN C     -   273,311.006   707,220.211   MT  0.99992925   -0 52 31.0
 DH4030;UTM  15      - 5,158,423.635   311,428.461   MT  1.00003710   -1 47 11.3
 DH4030
 DH4030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4030!SPC MN C     -   0.99993764  x   0.99992925  =   0.99986690
 DH4030!UTM  15      -   0.99993764  x   1.00003710  =   0.99997474
 DH4030
 DH4030                          SUPERSEDED SURVEY CONTROL
 DH4030
 DH4030.No superseded survey control is available for this station.
 DH4030
 DH4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1142858424(NAD 83)
 DH4030_MARKER: DD = SURVEY DISK
 DH4030_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4030_STAMPING: 5606 P 2003
 DH4030_MARK LOGO: MNDT  
 DH4030_PROJECTION: FLUSH
 DH4030_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4030+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH4030_ROD/PIPE-DEPTH:  7.6 meters
 DH4030
 DH4030  HISTORY     - Date     Condition        Report By
 DH4030  HISTORY     - 2003     MONUMENTED       MNDT
 DH4030
 DH4030                          STATION DESCRIPTION
 DH4030
 DH4030'DESCRIBED BY MN DEPT OF TRANSP 2003
 DH4030'6.2 MILES SOUTHEAST OF PERHAM, 6.2 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DH4030'10 FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 78 IN PERHAM,
 DH4030'AT TRUNK HIGHWAY 10 MILEPOINT 72.55, 79.7 FEET NORTHEAST OF TRUNK
 DH4030'HIGHWAY 10 WESTBOUND, 48.5 FEET SOUTHEAST OF FIELD ENTRANCE, 152.0
 DH4030'FEET NORTHWEST OF POWER POLE (NUMBER 48), 1.5 NORTHWEST OF WITNESS
 DH4030'POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4031 ***********************************************************************
 DH4031  DESIGNATION -  5606 R
 DH4031  PID         -  DH4031
 DH4031  STATE/COUNTY-  MN/OTTER TAIL
 DH4031  USGS QUAD   -  NEW YORK MILLS WEST (1969)
 DH4031
 DH4031                         *CURRENT SURVEY CONTROL
 DH4031  ___________________________________________________________________
 DH4031* NAD 83(1996)-  46 33 19.66733(N)    095 29 28.41554(W)     ADJUSTED  
 DH4031* NAVD 88     -       414.85   (meters)    1361.1    (feet)  LEVELING  
 DH4031  ___________________________________________________________________
 DH4031  X           -    -420,473.165 (meters)                     COMP
 DH4031  Y           -  -4,373,800.699 (meters)                     COMP
 DH4031  Z           -   4,608,203.944 (meters)                     COMP
 DH4031  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 DH4031  ELLIP HEIGHT-         388.06  (meters)          (05/31/05) GPS OBS
 DH4031  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DH4031
 DH4031  HORZ ORDER  -  FIRST
 DH4031  VERT ORDER  -  THIRD ?
 DH4031  ELLP ORDER  -  THIRD     CLASS I
 DH4031
 DH4031.The horizontal coordinates were established by GPS observations
 DH4031.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4031
 DH4031.The orthometric height was determined by differential leveling.
 DH4031.The vertical network tie was performed by a horz. field party for horz.
 DH4031.obs reductions. Reset procedures were used to establish the elevation.
 DH4031
 DH4031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4031
 DH4031.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4031
 DH4031.The ellipsoidal height was determined by GPS observations
 DH4031.and is referenced to NAD 83.
 DH4031
 DH4031.The geoid height was determined by GEOID03.
 DH4031
 DH4031;                    North         East     Units Scale Factor Converg.
 DH4031;SPC MN C     -   273,630.643   704,827.774   MT  0.99992942   -0 53 52.4
 DH4031;UTM  15      - 5,158,781.323   309,041.140   MT  1.00004824   -1 48 33.4
 DH4031
 DH4031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4031!SPC MN C     -   0.99993917  x   0.99992942  =   0.99986860
 DH4031!UTM  15      -   0.99993917  x   1.00004824  =   0.99998741
 DH4031
 DH4031:                Primary Azimuth Mark                     Grid Az
 DH4031:SPC MN C     -  5606 S                                   317 56 01.3
 DH4031:UTM  15      -  5606 S                                   318 50 42.3
 DH4031
 DH4031|---------------------------------------------------------------------|
 DH4031| PID    Reference Object                     Distance      Geod. Az  |
 DH4031|                                                           dddmmss.s |
 DH4031| DH4032 5606 S                              APPROX. 1.0 KM 3170208.9 |
 DH4031|---------------------------------------------------------------------|
 DH4031
 DH4031                          SUPERSEDED SURVEY CONTROL
 DH4031
 DH4031.No superseded survey control is available for this station.
 DH4031
 DH4031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0904158781(NAD 83)
 DH4031_MARKER: DD = SURVEY DISK
 DH4031_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4031_STAMPING: 5606 R 2003
 DH4031_MARK LOGO: MNDT  
 DH4031_PROJECTION: FLUSH
 DH4031_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4031+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH4031_ROD/PIPE-DEPTH:  9.1 meters
 DH4031
 DH4031  HISTORY     - Date     Condition        Report By
 DH4031  HISTORY     - 2003     MONUMENTED       MNDT
 DH4031
 DH4031                          STATION DESCRIPTION
 DH4031
 DH4031'DESCRIBED BY MN DEPT OF TRANSP 2003
 DH4031'5.0 MILES SOUTHEAST OF PERHAM, 4.5 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DH4031'10 FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 78 IN PERHAM,
 DH4031'AT TRUNK HIGHWAY 10 MILEPOINT 70.9, 68.4 MILES NORTH-NORTHEAST OF
 DH4031'TRUNK HIGHWAY 10 WESTBOUND, 37.8 FEET SOUTHEAST OF WAVY DRIVE, 76.0
 DH4031'FEET SOUTHEAST OF HIGH TENSION POWER POLE (NUMBER 70), 66.4 FEET
 DH4031'SOUTHWEST OF TELEPHONE PEDESTAL, 1.1 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4032 ***********************************************************************
 DH4032  DESIGNATION -  5606 S
 DH4032  PID         -  DH4032
 DH4032  STATE/COUNTY-  MN/OTTER TAIL
 DH4032  USGS QUAD   -  NEW YORK MILLS WEST (1969)
 DH4032
 DH4032                         *CURRENT SURVEY CONTROL
 DH4032  ___________________________________________________________________
 DH4032* NAD 83(1996)-  46 33 42.55470(N)    095 29 59.32063(W)     ADJUSTED  
 DH4032* NAVD 88     -       422.45   (meters)    1386.0    (feet)  LEVELING  
 DH4032  ___________________________________________________________________
 DH4032  X           -    -421,079.813 (meters)                     COMP
 DH4032  Y           -  -4,373,232.044 (meters)                     COMP
 DH4032  Z           -   4,608,695.444 (meters)                     COMP
 DH4032  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DH4032  ELLIP HEIGHT-         395.66  (meters)          (05/31/05) GPS OBS
 DH4032  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DH4032
 DH4032  HORZ ORDER  -  FIRST
 DH4032  VERT ORDER  -  THIRD ?
 DH4032  ELLP ORDER  -  THIRD     CLASS I
 DH4032
 DH4032.The horizontal coordinates were established by GPS observations
 DH4032.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4032
 DH4032.The orthometric height was determined by differential leveling.
 DH4032.The vertical network tie was performed by a horz. field party for horz.
 DH4032.obs reductions. Reset procedures were used to establish the elevation.
 DH4032
 DH4032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4032
 DH4032.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4032
 DH4032.The ellipsoidal height was determined by GPS observations
 DH4032.and is referenced to NAD 83.
 DH4032
 DH4032.The geoid height was determined by GEOID03.
 DH4032
 DH4032;                    North         East     Units Scale Factor Converg.
 DH4032;SPC MN C     -   274,347.582   704,180.735   MT  0.99992985   -0 54 14.8
 DH4032;UTM  15      - 5,159,508.551   308,405.512   MT  1.00005123   -1 48 56.5
 DH4032
 DH4032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4032!SPC MN C     -   0.99993798  x   0.99992985  =   0.99986784
 DH4032!UTM  15      -   0.99993798  x   1.00005123  =   0.99998921
 DH4032
 DH4032:                Primary Azimuth Mark                     Grid Az
 DH4032:SPC MN C     -  5606 R                                   137 56 01.3
 DH4032:UTM  15      -  5606 R                                   138 50 43.0
 DH4032
 DH4032|---------------------------------------------------------------------|
 DH4032| PID    Reference Object                     Distance      Geod. Az  |
 DH4032|                                                           dddmmss.s |
 DH4032| DH4031 5606 R                              APPROX. 1.0 KM 1370146.5 |
 DH4032|---------------------------------------------------------------------|
 DH4032
 DH4032                          SUPERSEDED SURVEY CONTROL
 DH4032
 DH4032.No superseded survey control is available for this station.
 DH4032
 DH4032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0840659509(NAD 83)
 DH4032_MARKER: DD = SURVEY DISK
 DH4032_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4032_STAMPING: 5606 S 2003
 DH4032_MARK LOGO: MNDT  
 DH4032_PROJECTION: RECESSED 13 CENTIMETERS
 DH4032_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4032+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH4032_ROD/PIPE-DEPTH:  9.1 meters
 DH4032
 DH4032  HISTORY     - Date     Condition        Report By
 DH4032  HISTORY     - 2003     MONUMENTED       MNDT
 DH4032
 DH4032                          STATION DESCRIPTION
 DH4032
 DH4032'DESCRIBED BY MN DEPT OF TRANSP 2003
 DH4032'4.5 MILES SOUTHEAST OF PERHAM, 3.9 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DH4032'10 FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 78 IN PERHAM,
 DH4032'AT TRUNK HIGHWAY 10 MILEPOINT 70.35, 76.0 FEET NORTHEAST OF TRUNK
 DH4032'HIGHWAY 10 EAST-BOUND, 18.1 FEET SOUTHEAST OF HIGH TENSION POWER POLE
 DH4032'(NUMBER 78), 54.2 FEET SOUTHWEST OF SOUTH RAIL OF TRACKS, 1.9 FEET
 DH4032'FROM WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4033 ***********************************************************************
 DH4033  DESIGNATION -  5606 T
 DH4033  PID         -  DH4033
 DH4033  STATE/COUNTY-  MN/OTTER TAIL
 DH4033  USGS QUAD   -  PERHAM (1973)
 DH4033
 DH4033                         *CURRENT SURVEY CONTROL
 DH4033  ___________________________________________________________________
 DH4033* NAD 83(1996)-  46 34 12.93649(N)    095 31 23.08847(W)     ADJUSTED  
 DH4033* NAVD 88     -       413.42   (meters)    1356.4    (feet)  LEVELING  
 DH4033  ___________________________________________________________________
 DH4033  X           -    -422,789.659 (meters)                     COMP
 DH4033  Y           -  -4,372,376.382 (meters)                     COMP
 DH4033  Z           -   4,609,333.931 (meters)                     COMP
 DH4033  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 DH4033  ELLIP HEIGHT-         386.65  (meters)          (05/31/05) GPS OBS
 DH4033  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DH4033
 DH4033  HORZ ORDER  -  FIRST
 DH4033  VERT ORDER  -  THIRD ?
 DH4033  ELLP ORDER  -  THIRD     CLASS I
 DH4033
 DH4033.The horizontal coordinates were established by GPS observations
 DH4033.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4033
 DH4033.The orthometric height was determined by differential leveling.
 DH4033.The vertical network tie was performed by a horz. field party for horz.
 DH4033.obs reductions. Reset procedures were used to establish the elevation.
 DH4033
 DH4033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4033
 DH4033.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4033
 DH4033.The ellipsoidal height was determined by GPS observations
 DH4033.and is referenced to NAD 83.
 DH4033
 DH4033.The geoid height was determined by GEOID03.
 DH4033
 DH4033;                    North         East     Units Scale Factor Converg.
 DH4033;SPC MN C     -   275,313.949   702,412.013   MT  0.99993044   -0 55 15.4
 DH4033;UTM  15      - 5,160,503.066   306,652.171   MT  1.00005953   -1 49 58.3
 DH4033
 DH4033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4033!SPC MN C     -   0.99993939  x   0.99993044  =   0.99986984
 DH4033!UTM  15      -   0.99993939  x   1.00005953  =   0.99999892
 DH4033
 DH4033                          SUPERSEDED SURVEY CONTROL
 DH4033
 DH4033.No superseded survey control is available for this station.
 DH4033
 DH4033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0665260503(NAD 83)
 DH4033_MARKER: DD = SURVEY DISK
 DH4033_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4033_STAMPING: 5606 T 2003
 DH4033_MARK LOGO: MNDT  
 DH4033_PROJECTION: RECESSED 3 CENTIMETERS
 DH4033_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4033+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DH4033_ROD/PIPE-DEPTH: 19.8 meters
 DH4033
 DH4033  HISTORY     - Date     Condition        Report By
 DH4033  HISTORY     - 2003     MONUMENTED       MNDT
 DH4033
 DH4033                          STATION DESCRIPTION
 DH4033
 DH4033'DESCRIBED BY MN DEPT OF TRANSP 2003
 DH4033'2.5 MILES SOUTHEAST OF PERHAM, 2.6 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DH4033'10 FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 78 IN PERHAM,
 DH4033'AT TRUNK HIGHWAY 10 MILEPOINT 69.10, 66.8 MILES NORTHEAST OF TRUNK
 DH4033'HIGHWAY 10 WESTBOUND, 172.5 FEET SOUTHEAST OF MINNESOTA STREET, 55.8
 DH4033'FEET SOUTHWEST OF SOUTH RAIL OF TRACKS, 5.0 FEET SOUTHEAST OF HIGH
 DH4033'TENSION POWER POLE (NUMBER 94), 1.5 FEET NORTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4058 ***********************************************************************
 DH4058  DESIGNATION -  5607 B
 DH4058  PID         -  DH4058
 DH4058  STATE/COUNTY-  MN/OTTER TAIL
 DH4058  USGS QUAD   -  FRAZEE (1973)
 DH4058
 DH4058                         *CURRENT SURVEY CONTROL
 DH4058  ___________________________________________________________________
 DH4058* NAD 83(1996)-  46 40 59.68074(N)    095 40 29.04590(W)     ADJUSTED  
 DH4058* NAVD 88     -       417.90   (meters)    1371.1    (feet)  LEVELING  
 DH4058  ___________________________________________________________________
 DH4058  X           -    -433,458.819 (meters)                     COMP
 DH4058  Y           -  -4,362,159.743 (meters)                     COMP
 DH4058  Z           -   4,617,963.244 (meters)                     COMP
 DH4058  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DH4058  ELLIP HEIGHT-         391.32  (meters)          (05/31/05) GPS OBS
 DH4058  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DH4058
 DH4058  HORZ ORDER  -  FIRST
 DH4058  VERT ORDER  -  THIRD ?
 DH4058  ELLP ORDER  -  THIRD     CLASS I
 DH4058
 DH4058.The horizontal coordinates were established by GPS observations
 DH4058.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4058
 DH4058.The orthometric height was determined by differential leveling.
 DH4058.The vertical network tie was performed by a horz. field party for horz.
 DH4058.obs reductions. Reset procedures were used to establish the elevation.
 DH4058
 DH4058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4058
 DH4058.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4058
 DH4058.The ellipsoidal height was determined by GPS observations
 DH4058.and is referenced to NAD 83.
 DH4058
 DH4058.The geoid height was determined by GEOID03.
 DH4058
 DH4058;                    North         East     Units Scale Factor Converg.
 DH4058;SPC MN C     -   288,068.845   691,013.993   MT  0.99994048   -1 01 50.3
 DH4058;UTM  15      - 5,173,440.113   295,457.363   MT  1.00011427   -1 56 48.2
 DH4058
 DH4058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4058!SPC MN C     -   0.99993866  x   0.99994048  =   0.99987915
 DH4058!UTM  15      -   0.99993866  x   1.00011427  =   1.00005293
 DH4058
 DH4058:                Primary Azimuth Mark                     Grid Az
 DH4058:SPC MN C     -  5607 M                                   153 22 59.3
 DH4058:UTM  15      -  5607 M                                   154 17 57.2
 DH4058
 DH4058|---------------------------------------------------------------------|
 DH4058| PID    Reference Object                     Distance      Geod. Az  |
 DH4058|                                                           dddmmss.s |
 DH4058| DH4038 5607 M                              APPROX. 0.7 KM 1522109.0 |
 DH4058|---------------------------------------------------------------------|
 DH4058
 DH4058                          SUPERSEDED SURVEY CONTROL
 DH4058
 DH4058.No superseded survey control is available for this station.
 DH4058
 DH4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9545773440(NAD 83)
 DH4058_MARKER: DV = VERTICAL CONTROL DISK
 DH4058_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH4058_STAMPING: 5607 B 1975
 DH4058_MARK LOGO: MNDT  
 DH4058_PROJECTION: FLUSH
 DH4058_MAGNETIC: I = MARKER IS A STEEL ROD
 DH4058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4058+SATELLITE: SATELLITE OBSERVATIONS - 1975
 DH4058
 DH4058  HISTORY     - Date     Condition        Report By
 DH4058  HISTORY     - 1975     MONUMENTED       MNDT
 DH4058
 DH4058                          STATION DESCRIPTION
 DH4058
 DH4058'DESCRIBED BY MN DEPT OF TRANSP 1975
 DH4058'3.5 MILES SOUTH-SOUTHEAST OF FRAZEE,  AT TRUNK HIGHWAY 10 MILEPOINT
 DH4058'57.85, 2.05 MILES NORTHWEST ON TRUNK HIGHWAY 10 FROM JUNCTION OF TRUNK
 DH4058'HIGHWAY 10 AND TRUNK HIGHWAY 228 AT LUCE, 109.9 FEET SOUTHWEST OF
 DH4058'EASTBOUND TRUNK HIGHWAY 10, 3.1 FEET NORTH OF POWER POLE AT JOG IN
 DH4058'TRUNK HIGHWAY 10 RIGHT OF WAY, 1.0 FEET SOUTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4034 ***********************************************************************
 DH4034  DESIGNATION -  5607 D
 DH4034  PID         -  DH4034
 DH4034  STATE/COUNTY-  MN/OTTER TAIL
 DH4034  USGS QUAD   -  FRAZEE (1973)
 DH4034
 DH4034                         *CURRENT SURVEY CONTROL
 DH4034  ___________________________________________________________________
 DH4034* NAD 83(1996)-  46 39 49.60033(N)    095 39 38.19714(W)     ADJUSTED  
 DH4034* NAVD 88     -       418.81   (meters)    1374.0    (feet)  LEVELING  
 DH4034  ___________________________________________________________________
 DH4034  X           -    -432,538.785 (meters)                     COMP
 DH4034  Y           -  -4,363,833.740 (meters)                     COMP
 DH4034  Z           -   4,616,478.973 (meters)                     COMP
 DH4034  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 DH4034  ELLIP HEIGHT-         392.24  (meters)          (05/31/05) GPS OBS
 DH4034  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DH4034
 DH4034  HORZ ORDER  -  FIRST
 DH4034  VERT ORDER  -  THIRD ?
 DH4034  ELLP ORDER  -  THIRD     CLASS I
 DH4034
 DH4034.The horizontal coordinates were established by GPS observations
 DH4034.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4034
 DH4034.The orthometric height was determined by differential leveling.
 DH4034.The vertical network tie was performed by a horz. field party for horz.
 DH4034.obs reductions. Reset procedures were used to establish the elevation.
 DH4034
 DH4034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4034
 DH4034.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4034
 DH4034.The ellipsoidal height was determined by GPS observations
 DH4034.and is referenced to NAD 83.
 DH4034
 DH4034.The geoid height was determined by GEOID03.
 DH4034
 DH4034;                    North         East     Units Scale Factor Converg.
 DH4034;SPC MN C     -   285,885.966   692,055.816   MT  0.99993847   -1 01 13.5
 DH4034;UTM  15      - 5,171,240.483   296,464.340   MT  1.00010922   -1 56 09.0
 DH4034
 DH4034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4034!SPC MN C     -   0.99993852  x   0.99993847  =   0.99987699
 DH4034!UTM  15      -   0.99993852  x   1.00010922  =   1.00004773
 DH4034
 DH4034:                Primary Azimuth Mark                     Grid Az
 DH4034:SPC MN C     -  5607 M                                   334 56 41.8
 DH4034:UTM  15      -  5607 M                                   335 51 37.3
 DH4034
 DH4034|---------------------------------------------------------------------|
 DH4034| PID    Reference Object                     Distance      Geod. Az  |
 DH4034|                                                           dddmmss.s |
 DH4034| DH4038 5607 M                              APPROX. 1.7 KM 3335528.3 |
 DH4034|---------------------------------------------------------------------|
 DH4034
 DH4034                          SUPERSEDED SURVEY CONTROL
 DH4034
 DH4034.No superseded survey control is available for this station.
 DH4034
 DH4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9646471240(NAD 83)
 DH4034_MARKER: DV = VERTICAL CONTROL DISK
 DH4034_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH4034_STAMPING: 5607 D 1975
 DH4034_MARK LOGO: MNDT  
 DH4034_PROJECTION: RECESSED 3 CENTIMETERS
 DH4034_MAGNETIC: I = MARKER IS A STEEL ROD
 DH4034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4034+SATELLITE: SATELLITE OBSERVATIONS - 1975
 DH4034_ROD/PIPE-DEPTH:  9.8 meters
 DH4034
 DH4034  HISTORY     - Date     Condition        Report By
 DH4034  HISTORY     - 1975     MONUMENTED       MNDT
 DH4034
 DH4034                          STATION DESCRIPTION
 DH4034
 DH4034'DESCRIBED BY MN DEPT OF TRANSP 1975
 DH4034'5.0 MILES SOUTHEAST OF FRAZEE, 0.5 MILES NORTHWEST ON TRUNK HIGHWAY 10
 DH4034'FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 228 AT LUCE, AT
 DH4034'TRUNK HIGHWAY 10 MILEPOINT 59.4, 114.3 FEET SOUTHWEST OF EASTBOUND
 DH4034'TRUNK HIGHWAY 10, 30.0 FEET NORTHWEST OF POWER POLE, 2.1 FEET NORTH OF
 DH4034'CORNER FENCE POST, 1.2 FEET SOUTHEAST OF WITNESS POST, 0.5 FEET
 DH4034'SOUTHEAST OF FIBER OPTIC POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4035 ***********************************************************************
 DH4035  DESIGNATION -  5607 E
 DH4035  PID         -  DH4035
 DH4035  STATE/COUNTY-  MN/OTTER TAIL
 DH4035  USGS QUAD   -  FRAZEE (1973)
 DH4035
 DH4035                         *CURRENT SURVEY CONTROL
 DH4035  ___________________________________________________________________
 DH4035* NAD 83(1996)-  46 38 37.39064(N)    095 38 31.33084(W)     ADJUSTED  
 DH4035* NAVD 88     -       420.21   (meters)    1378.6    (feet)  LEVELING  
 DH4035  ___________________________________________________________________
 DH4035  X           -    -431,283.627 (meters)                     COMP
 DH4035  Y           -  -4,365,588.438 (meters)                     COMP
 DH4035  Z           -   4,614,949.364 (meters)                     COMP
 DH4035  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 DH4035  ELLIP HEIGHT-         393.62  (meters)          (05/31/05) GPS OBS
 DH4035  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DH4035
 DH4035  HORZ ORDER  -  FIRST
 DH4035  VERT ORDER  -  THIRD ?
 DH4035  ELLP ORDER  -  THIRD     CLASS I
 DH4035
 DH4035.The horizontal coordinates were established by GPS observations
 DH4035.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4035
 DH4035.The orthometric height was determined by differential leveling.
 DH4035.The vertical network tie was performed by a horz. field party for horz.
 DH4035.obs reductions. Reset procedures were used to establish the elevation.
 DH4035
 DH4035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4035
 DH4035.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4035
 DH4035.The ellipsoidal height was determined by GPS observations
 DH4035.and is referenced to NAD 83.
 DH4035
 DH4035.The geoid height was determined by GEOID03.
 DH4035
 DH4035;                    North         East     Units Scale Factor Converg.
 DH4035;SPC MN C     -   283,631.546   693,437.822   MT  0.99993653   -1 00 25.1
 DH4035;UTM  15      - 5,168,963.896   297,810.393   MT  1.00010251   -1 55 18.0
 DH4035
 DH4035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4035!SPC MN C     -   0.99993830  x   0.99993653  =   0.99987484
 DH4035!UTM  15      -   0.99993830  x   1.00010251  =   1.00004080
 DH4035
 DH4035:                Primary Azimuth Mark                     Grid Az
 DH4035:SPC MN C     -  5607 F                                   147 17 18.1
 DH4035:UTM  15      -  5607 F                                   148 12 11.0
 DH4035
 DH4035|---------------------------------------------------------------------|
 DH4035| PID    Reference Object                     Distance      Geod. Az  |
 DH4035|                                                           dddmmss.s |
 DH4035| DH4036 5607 F                              APPROX. 1.5 KM 1461653.0 |
 DH4035|---------------------------------------------------------------------|
 DH4035
 DH4035                          SUPERSEDED SURVEY CONTROL
 DH4035
 DH4035.No superseded survey control is available for this station.
 DH4035
 DH4035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9781068964(NAD 83)
 DH4035_MARKER: DV = VERTICAL CONTROL DISK
 DH4035_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH4035_STAMPING: 5607 E 1975
 DH4035_MARK LOGO: MNDT  
 DH4035_PROJECTION: RECESSED 3 CENTIMETERS
 DH4035_MAGNETIC: I = MARKER IS A STEEL ROD
 DH4035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4035+SATELLITE: SATELLITE OBSERVATIONS - 1975
 DH4035_ROD/PIPE-DEPTH:  3.7 meters
 DH4035
 DH4035  HISTORY     - Date     Condition        Report By
 DH4035  HISTORY     - 1975     MONUMENTED       MNDT
 DH4035
 DH4035                          STATION DESCRIPTION
 DH4035
 DH4035'DESCRIBED BY MN DEPT OF TRANSP 1975
 DH4035'4.7 MILES NORTHWEST OF PERHAM, 1.2 MILES SOUTHEAST ON TRUNK HIGHWAY 10
 DH4035'FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 228 AT LUCE, AT
 DH4035'TRUNK HIGHWAY 10 MILEPOINT 61.0, 99.7 FEET SOUTHWEST OF EASTBOUND
 DH4035'TRUNK HIGHWAY 10, 64.9 FEET NORTHWEST OF POWER POLE, 1.0 FEET
 DH4035'SOUTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4036 ***********************************************************************
 DH4036  DESIGNATION -  5607 F
 DH4036  PID         -  DH4036
 DH4036  STATE/COUNTY-  MN/OTTER TAIL
 DH4036  USGS QUAD   -  FRAZEE (1973)
 DH4036
 DH4036                         *CURRENT SURVEY CONTROL
 DH4036  ___________________________________________________________________
 DH4036* NAD 83(1996)-  46 37 56.30777(N)    095 37 51.53044(W)     ADJUSTED  
 DH4036* NAVD 88     -       419.82   (meters)    1377.4    (feet)  LEVELING  
 DH4036  ___________________________________________________________________
 DH4036  X           -    -430,531.722 (meters)                     COMP
 DH4036  Y           -  -4,366,589.220 (meters)                     COMP
 DH4036  Z           -   4,614,078.006 (meters)                     COMP
 DH4036  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 DH4036  ELLIP HEIGHT-         393.23  (meters)          (05/31/05) GPS OBS
 DH4036  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DH4036
 DH4036  HORZ ORDER  -  FIRST
 DH4036  VERT ORDER  -  THIRD ?
 DH4036  ELLP ORDER  -  THIRD     CLASS I
 DH4036
 DH4036.The horizontal coordinates were established by GPS observations
 DH4036.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4036
 DH4036.The orthometric height was determined by differential leveling.
 DH4036.The vertical network tie was performed by a horz. field party for horz.
 DH4036.obs reductions. Reset procedures were used to establish the elevation.
 DH4036
 DH4036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4036
 DH4036.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4036
 DH4036.The ellipsoidal height was determined by GPS observations
 DH4036.and is referenced to NAD 83.
 DH4036
 DH4036.The geoid height was determined by GEOID03.
 DH4036
 DH4036;                    North         East     Units Scale Factor Converg.
 DH4036;SPC MN C     -   282,348.414   694,261.945   MT  0.99993547   -0 59 56.3
 DH4036;UTM  15      - 5,167,667.562   298,614.065   MT  1.00009852   -1 54 47.7
 DH4036
 DH4036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4036!SPC MN C     -   0.99993836  x   0.99993547  =   0.99987384
 DH4036!UTM  15      -   0.99993836  x   1.00009852  =   1.00003688
 DH4036
 DH4036:                Primary Azimuth Mark                     Grid Az
 DH4036:SPC MN C     -  5607 E                                   327 17 18.2
 DH4036:UTM  15      -  5607 E                                   328 12 09.6
 DH4036
 DH4036|---------------------------------------------------------------------|
 DH4036| PID    Reference Object                     Distance      Geod. Az  |
 DH4036|                                                           dddmmss.s |
 DH4036| DH4035 5607 E                              APPROX. 1.5 KM 3261721.9 |
 DH4036|---------------------------------------------------------------------|
 DH4036
 DH4036                          SUPERSEDED SURVEY CONTROL
 DH4036
 DH4036.No superseded survey control is available for this station.
 DH4036
 DH4036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9861467668(NAD 83)
 DH4036_MARKER: DD = SURVEY DISK
 DH4036_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH4036_STAMPING: 5607 F 1975
 DH4036_MARK LOGO: MNDT  
 DH4036_PROJECTION: RECESSED 3 CENTIMETERS
 DH4036_MAGNETIC: I = MARKER IS A STEEL ROD
 DH4036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4036+SATELLITE: SATELLITE OBSERVATIONS - 1975
 DH4036_ROD/PIPE-DEPTH:  4.3 meters
 DH4036
 DH4036  HISTORY     - Date     Condition        Report By
 DH4036  HISTORY     - 1975     MONUMENTED       MNDT
 DH4036
 DH4036                          STATION DESCRIPTION
 DH4036
 DH4036'DESCRIBED BY MN DEPT OF TRANSP 1975
 DH4036'3.75 MILES NORTHWEST OF PERHAM, 2.15 MILES SOUTHEAST ON TRUNK HIGHWAY
 DH4036'10 FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 228 AT LUCE, AT
 DH4036'TRUNK HIGHWAY 10 MILEPOINT 61.9, 217.5 FEET SOUTHEAST OF FENCE CORNER,
 DH4036'121.5 FEET NORTHWEST OF UNDERGROUND POWER BOX, 100.1 FEET SOUTHWEST OF
 DH4036'EASTBOUND TRUNK HIGHWAY 10, 1.2 FEET SOUTHEAST OF WITNESS POST, 1.0
 DH4036'FEET NORTHEAST OF FENCE LINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0639 ***********************************************************************
 RO0639  DESIGNATION -  5607 H
 RO0639  PID         -  RO0639
 RO0639  STATE/COUNTY-  MN/OTTER TAIL
 RO0639  USGS QUAD   -  PERHAM (1973)
 RO0639
 RO0639                         *CURRENT SURVEY CONTROL
 RO0639  ___________________________________________________________________
 RO0639* NAD 83(1996)-  46 36 42.91047(N)    095 36 59.96691(W)     ADJUSTED  
 RO0639* NAVD 88     -       418.618  (meters)    1373.42   (feet)  ADJUSTED  
 RO0639  ___________________________________________________________________
 RO0639  X           -    -429,601.273 (meters)                     COMP
 RO0639  Y           -  -4,368,335.390 (meters)                     COMP
 RO0639  Z           -   4,612,520.433 (meters)                     COMP
 RO0639  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 RO0639  ELLIP HEIGHT-         392.01  (meters)          (05/31/05) GPS OBS
 RO0639  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 RO0639  DYNAMIC HT  -         418.639 (meters)    1373.48  (feet)  COMP
 RO0639  MODELED GRAV-     980,652.4   (mgal)                       NAVD 88
 RO0639
 RO0639  HORZ ORDER  -  FIRST
 RO0639  VERT ORDER  -  SECOND    CLASS I
 RO0639  ELLP ORDER  -  THIRD     CLASS I
 RO0639
 RO0639.The horizontal coordinates were established by GPS observations
 RO0639.and adjusted by the MN DEPT OF TRANSP in May 2005..
 RO0639
 RO0639.The orthometric height was determined by differential leveling
 RO0639.and adjusted by the National Geodetic Survey in June 1991..
 RO0639
 RO0639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0639
 RO0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0639
 RO0639.The ellipsoidal height was determined by GPS observations
 RO0639.and is referenced to NAD 83.
 RO0639
 RO0639.The geoid height was determined by GEOID03.
 RO0639
 RO0639.The dynamic height is computed by dividing the NAVD 88
 RO0639.geopotential number by the normal gravity value computed on the
 RO0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0639.degrees latitude (g = 980.6199 gals.).
 RO0639
 RO0639.The modeled gravity was interpolated from observed gravity values.
 RO0639
 RO0639;                    North         East     Units Scale Factor Converg.
 RO0639;SPC MN C     -   280,063.461   695,319.424   MT  0.99993369   -0 59 19.0
 RO0639;UTM  15      - 5,165,365.661   299,635.128   MT  1.00009348   -1 54 07.9
 RO0639
 RO0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0639!SPC MN C     -   0.99993855  x   0.99993369  =   0.99987225
 RO0639!UTM  15      -   0.99993855  x   1.00009348  =   1.00003203
 RO0639
 RO0639                          SUPERSEDED SURVEY CONTROL
 RO0639
 RO0639  NAVD 88 (05/31/05)  418.62   (m)         1373.4    (f) LEVELING    3  
 RO0639  NGVD 29 (??/??/92)  418.374  (m)         1372.62   (f) ADJ UNCH    2 1
 RO0639
 RO0639.Superseded values are not recommended for survey control.
 RO0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0639.See file dsdata.txt to determine how the superseded data were derived.
 RO0639
 RO0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9963565366(NAD 83)
 RO0639_MARKER: DV = VERTICAL CONTROL DISK
 RO0639_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0639_STAMPING: 5607 H 1975
 RO0639_MARK LOGO: MNDT  
 RO0639_PROJECTION: PROJECTING 3 CENTIMETERS
 RO0639_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0639+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 RO0639_ROD/PIPE-DEPTH:  4.9 meters
 RO0639
 RO0639  HISTORY     - Date     Condition        Report By
 RO0639  HISTORY     - 1975     MONUMENTED       MNDT
 RO0639  HISTORY     - 20041026 GOOD             MNDT
 RO0639
 RO0639                          STATION DESCRIPTION
 RO0639
 RO0639'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0639'2.9 MI N FROM PERHAM.
 RO0639'THE MARK IS LOCATED 3.1 MILES NORTHWEST ALONG TRUNK HIGHWAY 10 FROM
 RO0639'THE JUNCTION OF TRUNK HIGHWAYS 10 AND 78 AT PERHAM AND 0.6 MILES SOUTH
 RO0639'ALONG TRUNK HIGHWAY 10 FROM BRIDGE NUMBER 56021 (COUNTY ROAD 80 OVER
 RO0639'TRUNK HIGHWAY 10).  IT IS AT TRUNK HIGHWAY 10 MILEPOINT 63.5. IT IS
 RO0639'126.2 FEET WEST-SOUTHWEST OF AND ABOUT 3 FEET LOWER THAN THE
 RO0639'CENTERLINE OF TRUNK HIGHWAY 10, 119.6 FEET EAST OF A POWER POLE AND
 RO0639'80.0 FEET EAST OF THE CENTER OF A NORTH-SOUTH TOWNSHIP ROAD.  THE
 RO0639'MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM) DISK IS CRIMPED
 RO0639'TO THE TOP OF A 5/8 DIAMETER BY 16 FOOT LONG COPPER CLAD STEEL ROD
 RO0639'DRIVEN INTO THE GROUND.  IT IS FLUSH WITH THE SURFACE OF THE GROUND
 RO0639'AND IS 1 FOOT EAST OF A STEEL WITNESS POST.  NW 1/4 SECTION 9, T 136N,
 RO0639'R 39W.
 RO0639
 RO0639                          STATION RECOVERY (2004)
 RO0639
 RO0639'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 RO0639'2.9 MILES NORTH OF PERHAM, 3.1 MILES NORTHWEST ON TRUNK HIGHWAY 10
 RO0639'FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 78, 0.6 MILES
 RO0639'SOUTH OF COUNTY ROAD 80 BRIDGE 56021 OVER TRUNK HIGHWAY 10, AT TRUNK
 RO0639'HIGHWAY 10 MILEPOINT 63.55, 126.2 FEET WEST-SOUTHWEST OF EASTBOUND
 RO0639'TRUNK HIGHWAY 10, 119.6 FEET EAST OF POWER POLE, 80.0 FEET EAST OF
 RO0639'NORTH-SOUTH TOWNSHIP ROAD, 26 9 FEET WEST OF NORTH-SOUTH FENCE, 1.0
 RO0639'FEET EAST-NORTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0640 ***********************************************************************
 RO0640  DESIGNATION -  5607 J
 RO0640  PID         -  RO0640
 RO0640  STATE/COUNTY-  MN/OTTER TAIL
 RO0640  USGS QUAD   -  PERHAM (1973)
 RO0640
 RO0640                         *CURRENT SURVEY CONTROL
 RO0640  ___________________________________________________________________
 RO0640* NAD 83(1986)-  46 36 00.     (N)    095 36 13.     (W)     SCALED    
 RO0640* NAVD 88     -       424.975  (meters)    1394.27   (feet)  ADJUSTED  
 RO0640  ___________________________________________________________________
 RO0640  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 RO0640  DYNAMIC HT  -         424.995 (meters)    1394.34  (feet)  COMP
 RO0640  MODELED GRAV-     980,649.2   (mgal)                       NAVD 88
 RO0640
 RO0640  VERT ORDER  -  SECOND    CLASS I
 RO0640
 RO0640.The horizontal coordinates were scaled from a topographic map and have
 RO0640.an estimated accuracy of +/- 6 seconds.
 RO0640
 RO0640.The orthometric height was determined by differential leveling
 RO0640.and adjusted by the National Geodetic Survey in June 1991..
 RO0640
 RO0640.The geoid height was determined by GEOID03.
 RO0640
 RO0640.The dynamic height is computed by dividing the NAVD 88
 RO0640.geopotential number by the normal gravity value computed on the
 RO0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0640.degrees latitude (g = 980.6199 gals.).
 RO0640
 RO0640.The modeled gravity was interpolated from observed gravity values.
 RO0640
 RO0640;                    North         East    Units  Estimated Accuracy
 RO0640;SPC MN C     -   278,720.      696,300.      MT  (+/- 180 meters Scaled)
 RO0640
 RO0640                          SUPERSEDED SURVEY CONTROL
 RO0640
 RO0640  NGVD 29 (??/??/92)  424.732  (m)         1393.47   (f) ADJ UNCH    2 1
 RO0640
 RO0640.Superseded values are not recommended for survey control.
 RO0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0640.See file dsdata.txt to determine how the superseded data were derived.
 RO0640
 RO0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM005640(NAD 83)
 RO0640_MARKER: DD = SURVEY DISK
 RO0640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RO0640_SP_SET: ABUTMENT
 RO0640_STAMPING: 5607 J 1975
 RO0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0640
 RO0640  HISTORY     - Date     Condition        Report By
 RO0640  HISTORY     - 1975     MONUMENTED       MNDT
 RO0640
 RO0640                          STATION DESCRIPTION
 RO0640
 RO0640'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0640'1.9 MI NW FROM PERHAM.
 RO0640'THE MARK IS LOCATED 2.1 MILES NORTHWEST ALONG TRUNK HIGHWAY 10 FROM
 RO0640'THE JUNCTION OF TRUNK HIGHWAY 10 AND 78 AT PERHAM AND 1.6 MILE
 RO0640'SOUTHEAST ALONG TRUNK HIGHWAY 10 FROM BRIDGE NUMBER 56021 (COUNTY ROAD
 RO0640'80 OVER TRUNK HIGHWAY 10) AND IS AT TRUNK HIGHWAY 10 MILEPOINT 64.5.
 RO0640'IT IS CEMENTED IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER
 RO0640'56022 (COUNTY ROAD 34 OVER TRUNK HIGHWAY 10).  NE SECTION 16, T 136N,
 RO0640'R 39W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0641 ***********************************************************************
 RO0641  DESIGNATION -  5607 K
 RO0641  PID         -  RO0641
 RO0641  STATE/COUNTY-  MN/OTTER TAIL
 RO0641  USGS QUAD   -  PERHAM (1973)
 RO0641
 RO0641                         *CURRENT SURVEY CONTROL
 RO0641  ___________________________________________________________________
 RO0641* NAD 83(1996)-  46 35 08.69820(N)    095 35 20.46030(W)     ADJUSTED  
 RO0641* NAVD 88     -       416.934  (meters)    1367.89   (feet)  ADJUSTED  
 RO0641  ___________________________________________________________________
 RO0641  X           -    -427,699.594 (meters)                     COMP
 RO0641  Y           -  -4,370,644.692 (meters)                     COMP
 RO0641  Z           -   4,610,520.166 (meters)                     COMP
 RO0641  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 RO0641  ELLIP HEIGHT-         390.27  (meters)          (05/31/05) GPS OBS
 RO0641  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 RO0641  DYNAMIC HT  -         416.951 (meters)    1367.95  (feet)  COMP
 RO0641  MODELED GRAV-     980,643.0   (mgal)                       NAVD 88
 RO0641
 RO0641  HORZ ORDER  -  FIRST
 RO0641  VERT ORDER  -  SECOND    CLASS I
 RO0641  ELLP ORDER  -  THIRD     CLASS I
 RO0641
 RO0641.The horizontal coordinates were established by GPS observations
 RO0641.and adjusted by the MN DEPT OF TRANSP in May 2005..
 RO0641
 RO0641.The orthometric height was determined by differential leveling
 RO0641.and adjusted by the National Geodetic Survey in June 1991..
 RO0641
 RO0641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0641
 RO0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0641
 RO0641.The ellipsoidal height was determined by GPS observations
 RO0641.and is referenced to NAD 83.
 RO0641
 RO0641.The geoid height was determined by GEOID03.
 RO0641
 RO0641.The dynamic height is computed by dividing the NAVD 88
 RO0641.geopotential number by the normal gravity value computed on the
 RO0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0641.degrees latitude (g = 980.6199 gals.).
 RO0641
 RO0641.The modeled gravity was interpolated from observed gravity values.
 RO0641
 RO0641;                    North         East     Units Scale Factor Converg.
 RO0641;SPC MN C     -   277,118.767   697,387.215   MT  0.99993159   -0 58 07.1
 RO0641;UTM  15      - 5,162,387.923   301,656.044   MT  1.00008358   -1 52 52.6
 RO0641
 RO0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0641!SPC MN C     -   0.99993883  x   0.99993159  =   0.99987042
 RO0641!UTM  15      -   0.99993883  x   1.00008358  =   1.00002240
 RO0641
 RO0641:                Primary Azimuth Mark                     Grid Az
 RO0641:SPC MN C     -  5607 L                                   323 13 39.5
 RO0641:UTM  15      -  5607 L                                   324 08 25.0
 RO0641
 RO0641|---------------------------------------------------------------------|
 RO0641| PID    Reference Object                     Distance      Geod. Az  |
 RO0641|                                                           dddmmss.s |
 RO0641| DH4037 5607 L                              APPROX. 1.2 KM 3221532.4 |
 RO0641|---------------------------------------------------------------------|
 RO0641
 RO0641                          SUPERSEDED SURVEY CONTROL
 RO0641
 RO0641  NAVD 88 (05/31/05)  416.95   (m)         1367.9    (f) LEVELING    3  
 RO0641  NGVD 29 (??/??/92)  416.690  (m)         1367.09   (f) ADJ UNCH    2 1
 RO0641
 RO0641.Superseded values are not recommended for survey control.
 RO0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0641.See file dsdata.txt to determine how the superseded data were derived.
 RO0641
 RO0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0165662388(NAD 83)
 RO0641_MARKER: DV = VERTICAL CONTROL DISK
 RO0641_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0641_STAMPING: 5607 K 1975
 RO0641_MARK LOGO: MNDT  
 RO0641_PROJECTION: FLUSH
 RO0641_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0641+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 RO0641_ROD/PIPE-DEPTH:  6.1 meters
 RO0641
 RO0641  HISTORY     - Date     Condition        Report By
 RO0641  HISTORY     - 1975     MONUMENTED       MNDT
 RO0641  HISTORY     - 20041026 GOOD             MNDT
 RO0641
 RO0641                          STATION DESCRIPTION
 RO0641
 RO0641'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0641'0.7 MI NW FROM PERHAM.
 RO0641'THE MARK IS LOCATED 0.8 MILE NORTHWEST ALONG TRUNK HIGHWAY 10 FROM THE
 RO0641'JUNCTION OF TRUNK HIGHWAYS 10 AND 78 AT PERHAM AND 2.9 MILES SOUTHEAST
 RO0641'ALONG TRUNK HIGHWAY 10 FROM BRIDGE NUMBER 56021 (COUNTY ROAD 80 OVER
 RO0641'TRUNK HIGHWAY 10).  IT IS AT TRUNK HIGHWAY 10 MILEPOINT 65.75. IT IS
 RO0641'99.5 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK
 RO0641'HIGHWAY 10, 47.0 FEET NORTH OF THE CENTER OF AN EAST-WEST TOWNSHIP
 RO0641'ROAD, 15.2 FEET NORTHWEST OF A POWER POLE AND 84.7 FEET SOUTHEAST OF
 RO0641'THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE AROUND A MIDWESTERN NATURAL
 RO0641'GAS COMPANY FEEDER STATION.  THE MARK, A STANDARD MNHD VERTICAL
 RO0641'CONTROL MONUMENT (VCM) DISK, IS CRIMPED TO THE TOP OF A 5/8 INCH
 RO0641'DIAMETER BY 20 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN FLUSH WITH THE
 RO0641'GROUND.  IT IS 1.0 FOOT EAST OF A STEEL WITNESS POST.  SW 1/4 SECTION
 RO0641'15, T 136N, R 39W.
 RO0641
 RO0641                          STATION RECOVERY (2004)
 RO0641
 RO0641'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 RO0641'0.7 MILES NORTHWEST OF PERHAM, 0.8 MILES NORTHWEST ON TRUNK HIGHWAY 10
 RO0641'FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 78, 2.9 MILES
 RO0641'SOUTHEAST OF COUNTY ROAD 80 BRIDGE NUMBER 56021 OVER TRUNK HIGHWAY 10,
 RO0641'AT TRUNK HIGHWAY 10 MILEPOINT 65.75, 99.5 FEET SOUTHWEST OF TRUNK
 RO0641'HIGHWAY 10, 47.0 FEET NORTH OF EAST-WEST TOWNSHIP ROAD, 15.2 FEET
 RO0641'NORTHWEST OF POWER POLE, 84.7 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 RO0641'CHAIN-LINK FENCE, 1.0 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4037 ***********************************************************************
 DH4037  DESIGNATION -  5607 L
 DH4037  PID         -  DH4037
 DH4037  STATE/COUNTY-  MN/OTTER TAIL
 DH4037  USGS QUAD   -  PERHAM (1973)
 DH4037
 DH4037                         *CURRENT SURVEY CONTROL
 DH4037  ___________________________________________________________________
 DH4037* NAD 83(1996)-  46 35 39.38120(N)    095 35 54.91424(W)     ADJUSTED  
 DH4037* NAVD 88     -       416.77   (meters)    1367.4    (feet)  LEVELING  
 DH4037  ___________________________________________________________________
 DH4037  X           -    -428,362.490 (meters)                     COMP
 DH4037  Y           -  -4,369,888.071 (meters)                     COMP
 DH4037  Z           -   4,611,171.218 (meters)                     COMP
 DH4037  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 DH4037  ELLIP HEIGHT-         390.15  (meters)          (05/31/05) GPS OBS
 DH4037  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DH4037
 DH4037  HORZ ORDER  -  FIRST
 DH4037  VERT ORDER  -  THIRD ?
 DH4037  ELLP ORDER  -  THIRD     CLASS I
 DH4037
 DH4037.The horizontal coordinates were established by GPS observations
 DH4037.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4037
 DH4037.The orthometric height was determined by differential leveling.
 DH4037.The vertical network tie was performed by a horz. field party for horz.
 DH4037.obs reductions. Reset procedures were used to establish the elevation.
 DH4037
 DH4037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4037
 DH4037.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4037
 DH4037.The ellipsoidal height was determined by GPS observations
 DH4037.and is referenced to NAD 83.
 DH4037
 DH4037.The geoid height was determined by GEOID03.
 DH4037
 DH4037;                    North         East     Units Scale Factor Converg.
 DH4037;SPC MN C     -   278,078.455   696,669.997   MT  0.99993225   -0 58 32.0
 DH4037;UTM  15      - 5,163,359.065   300,954.098   MT  1.00008701   -1 53 18.6
 DH4037
 DH4037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4037!SPC MN C     -   0.99993884  x   0.99993225  =   0.99987110
 DH4037!UTM  15      -   0.99993884  x   1.00008701  =   1.00002585
 DH4037
 DH4037:                Primary Azimuth Mark                     Grid Az
 DH4037:SPC MN C     -  5607 K                                   143 13 39.3
 DH4037:UTM  15      -  5607 K                                   144 08 25.9
 DH4037
 DH4037|---------------------------------------------------------------------|
 DH4037| PID    Reference Object                     Distance      Geod. Az  |
 DH4037|                                                           dddmmss.s |
 DH4037| RO0641 5607 K                              APPROX. 1.2 KM 1421507.3 |
 DH4037|---------------------------------------------------------------------|
 DH4037
 DH4037                          SUPERSEDED SURVEY CONTROL
 DH4037
 DH4037.No superseded survey control is available for this station.
 DH4037
 DH4037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0095463359(NAD 83)
 DH4037_MARKER: DD = SURVEY DISK
 DH4037_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4037_STAMPING: 5607 L 2004
 DH4037_MARK LOGO: MNDT  
 DH4037_PROJECTION: FLUSH
 DH4037_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4037+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH4037_ROD/PIPE-DEPTH: 18.3 meters
 DH4037
 DH4037  HISTORY     - Date     Condition        Report By
 DH4037  HISTORY     - 2004     MONUMENTED       MNDT
 DH4037
 DH4037                          STATION DESCRIPTION
 DH4037
 DH4037'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH4037'1.0 MILES WEST OF PERHAM, 1.55 MILES NORTHWEST ALONG TRUNK HIGHWAY 10
 DH4037'FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 78 AT PERHAM,
 DH4037'AT TRUNK HIGHWAY 10 MILEPOST 65.0,  96.3 FEET SOUTHWEST OF EASTBOUND
 DH4037'TRUNK HIGHWAY 10, 63.6 FEET SOUTHWEST OF MILEPOST 65,  3.0 FEET
 DH4037'NORTHEAST OF FENCE, 2.3 FEET SOUTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4038 ***********************************************************************
 DH4038  DESIGNATION -  5607 M
 DH4038  PID         -  DH4038
 DH4038  STATE/COUNTY-  MN/OTTER TAIL
 DH4038  USGS QUAD   -  FRAZEE (1973)
 DH4038
 DH4038                         *CURRENT SURVEY CONTROL
 DH4038  ___________________________________________________________________
 DH4038* NAD 83(1996)-  46 40 39.29875(N)    095 40 13.53356(W)     ADJUSTED  
 DH4038* NAVD 88     -       418.32   (meters)    1372.4    (feet)  LEVELING  
 DH4038  ___________________________________________________________________
 DH4038  X           -    -433,176.032 (meters)                     COMP
 DH4038  Y           -  -4,362,648.306 (meters)                     COMP
 DH4038  Z           -   4,617,531.735 (meters)                     COMP
 DH4038  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 DH4038  ELLIP HEIGHT-         391.75  (meters)          (05/31/05) GPS OBS
 DH4038  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DH4038
 DH4038  HORZ ORDER  -  FIRST
 DH4038  VERT ORDER  -  THIRD ?
 DH4038  ELLP ORDER  -  THIRD     CLASS I
 DH4038
 DH4038.The horizontal coordinates were established by GPS observations
 DH4038.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4038
 DH4038.The orthometric height was determined by differential leveling.
 DH4038.The vertical network tie was performed by a horz. field party for horz.
 DH4038.obs reductions. Reset procedures were used to establish the elevation.
 DH4038
 DH4038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4038
 DH4038.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4038
 DH4038.The ellipsoidal height was determined by GPS observations
 DH4038.and is referenced to NAD 83.
 DH4038
 DH4038.The geoid height was determined by GEOID03.
 DH4038
 DH4038;                    North         East     Units Scale Factor Converg.
 DH4038;SPC MN C     -   287,433.687   691,332.290   MT  0.99993989   -1 01 39.1
 DH4038;UTM  15      - 5,172,799.837   295,765.519   MT  1.00011272   -1 56 36.3
 DH4038
 DH4038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4038!SPC MN C     -   0.99993859  x   0.99993989  =   0.99987849
 DH4038!UTM  15      -   0.99993859  x   1.00011272  =   1.00005131
 DH4038
 DH4038:                Primary Azimuth Mark                     Grid Az
 DH4038:SPC MN C     -  5607 D                                   154 56 41.7
 DH4038:UTM  15      -  5607 D                                   155 51 38.9
 DH4038
 DH4038|---------------------------------------------------------------------|
 DH4038| PID    Reference Object                     Distance      Geod. Az  |
 DH4038|                                                           dddmmss.s |
 DH4038| DH4034 5607 D                              APPROX. 1.7 KM 1535502.6 |
 DH4038|---------------------------------------------------------------------|
 DH4038
 DH4038                          SUPERSEDED SURVEY CONTROL
 DH4038
 DH4038.No superseded survey control is available for this station.
 DH4038
 DH4038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9576672800(NAD 83)
 DH4038_MARKER: I = METAL ROD
 DH4038_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH4038_STAMPING: 5607 M 2004
 DH4038_MARK LOGO: MNDT  
 DH4038_PROJECTION: RECESSED 15 CENTIMETERS
 DH4038_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH4038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4038+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH4038
 DH4038  HISTORY     - Date     Condition        Report By
 DH4038  HISTORY     - 2004     MONUMENTED       MNDT
 DH4038
 DH4038                          STATION DESCRIPTION
 DH4038
 DH4038'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH4038'1.50 MILES NORTHWEST OF LUCE, 1.60 MILES NORTHWEST ALONG TRUNK HIGHWAY
 DH4038'10 FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 228 AT LUCE, AT
 DH4038'TRUNK HIGHWAY 10 MILEPOINT 58.30, 66.0 FEET SOUTHWEST OF EASTBOUND
 DH4038'TRUNK HIGHWAY 10, 141.0 FEET SOUTHEAST OF POWER POLE, 31.0 FEET
 DH4038'SOUTHEAST OF PEDESTAL, 1.2 FEET NORTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4039 ***********************************************************************
 DH4039  DESIGNATION -  5607 N
 DH4039  PID         -  DH4039
 DH4039  STATE/COUNTY-  MN/OTTER TAIL
 DH4039  USGS QUAD   -  FRAZEE (1973)
 DH4039
 DH4039                         *CURRENT SURVEY CONTROL
 DH4039  ___________________________________________________________________
 DH4039* NAD 83(1996)-  46 42 42.13432(N)    095 42 04.25285(W)     ADJUSTED  
 DH4039* NAVD 88     -       419.88   (meters)    1377.6    (feet)  LEVELING  
 DH4039  ___________________________________________________________________
 DH4039  X           -    -435,243.648 (meters)                     COMP
 DH4039  Y           -  -4,359,669.465 (meters)                     COMP
 DH4039  Z           -   4,620,134.636 (meters)                     COMP
 DH4039  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 DH4039  ELLIP HEIGHT-         393.31  (meters)          (05/31/05) GPS OBS
 DH4039  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DH4039
 DH4039  HORZ ORDER  -  FIRST
 DH4039  VERT ORDER  -  THIRD ?
 DH4039  ELLP ORDER  -  THIRD     CLASS I
 DH4039
 DH4039.The horizontal coordinates were established by GPS observations
 DH4039.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4039
 DH4039.The orthometric height was determined by differential leveling.
 DH4039.The vertical network tie was performed by a horz. field party for horz.
 DH4039.obs reductions. Reset procedures were used to establish the elevation.
 DH4039
 DH4039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4039
 DH4039.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4039
 DH4039.The ellipsoidal height was determined by GPS observations
 DH4039.and is referenced to NAD 83.
 DH4039
 DH4039.The geoid height was determined by GEOID03.
 DH4039
 DH4039;                    North         East     Units Scale Factor Converg.
 DH4039;SPC MN C     -   291,268.538   689,049.143   MT  0.99994363   -1 02 59.2
 DH4039;UTM  15      - 5,176,671.401   293,543.612   MT  1.00012394   -1 58 00.9
 DH4039
 DH4039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4039!SPC MN C     -   0.99993835  x   0.99994363  =   0.99988198
 DH4039!UTM  15      -   0.99993835  x   1.00012394  =   1.00006228
 DH4039
 DH4039                          SUPERSEDED SURVEY CONTROL
 DH4039
 DH4039.No superseded survey control is available for this station.
 DH4039
 DH4039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9354476671(NAD 83)
 DH4039_MARKER: DD = SURVEY DISK
 DH4039_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4039_STAMPING: 5607 N 2004
 DH4039_MARK LOGO: MNDT  
 DH4039_PROJECTION: RECESSED 3 CENTIMETERS
 DH4039_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4039+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH4039_ROD/PIPE-DEPTH: 18.3 meters
 DH4039
 DH4039  HISTORY     - Date     Condition        Report By
 DH4039  HISTORY     - 2004     MONUMENTED       MNDT
 DH4039
 DH4039                          STATION DESCRIPTION
 DH4039
 DH4039'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH4039'1.0 MILES SOUTH OF FRAZEE,  0.95 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DH4039'10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 87 (0.8
 DH4039'MILES SOUTH OF FRAZEE),  AT TRUNK HIGHWAY 10 MILEPOINT 55.50, 0.20
 DH4039'MILES SOUTHEAST OF REST AREA ENTRANCE, 73.0 FEET NORTHEAST OF
 DH4039'WESTBOUND TRUNK HIGHWAY 10,  27.5 FEET SOUTHWEST OF POWER POLE, 2.7
 DH4039'FEET NORTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0521 ***********************************************************************
 RO0521  DESIGNATION -  5620 C
 RO0521  PID         -  RO0521
 RO0521  STATE/COUNTY-  MN/OTTER TAIL
 RO0521  USGS QUAD   -  BATTLE LAKE (1973)
 RO0521
 RO0521                         *CURRENT SURVEY CONTROL
 RO0521  ___________________________________________________________________
 RO0521* NAD 83(1986)-  46 19 06.     (N)    095 43 13.     (W)     SCALED    
 RO0521* NAVD 88     -       410.433  (meters)    1346.56   (feet)  ADJUSTED  
 RO0521  ___________________________________________________________________
 RO0521  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 RO0521  DYNAMIC HT  -         410.432 (meters)    1346.56  (feet)  COMP
 RO0521  MODELED GRAV-     980,601.9   (mgal)                       NAVD 88
 RO0521
 RO0521  VERT ORDER  -  SECOND    CLASS I
 RO0521
 RO0521.The horizontal coordinates were scaled from a topographic map and have
 RO0521.an estimated accuracy of +/- 6 seconds.
 RO0521
 RO0521.The orthometric height was determined by differential leveling
 RO0521.and adjusted by the National Geodetic Survey in June 1991..
 RO0521
 RO0521.The geoid height was determined by GEOID03.
 RO0521
 RO0521.The dynamic height is computed by dividing the NAVD 88
 RO0521.geopotential number by the normal gravity value computed on the
 RO0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0521.degrees latitude (g = 980.6199 gals.).
 RO0521
 RO0521.The modeled gravity was interpolated from observed gravity values.
 RO0521
 RO0521;                    North         East    Units  Estimated Accuracy
 RO0521;SPC MN C     -   247,580.      686,780.      MT  (+/- 180 meters Scaled)
 RO0521
 RO0521                          SUPERSEDED SURVEY CONTROL
 RO0521
 RO0521  NGVD 29 (??/??/92)  410.192  (m)         1345.77   (f) ADJ UNCH    2 1
 RO0521
 RO0521.Superseded values are not recommended for survey control.
 RO0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0521.See file dsdata.txt to determine how the superseded data were derived.
 RO0521
 RO0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM905330(NAD 83)
 RO0521_MARKER: DD = SURVEY DISK
 RO0521_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0521+WITH SETTING: INTO GROUND
 RO0521_STAMPING: 5620C 1975
 RO0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0521+STABILITY: SURFACE MOTION
 RO0521
 RO0521  HISTORY     - Date     Condition        Report By
 RO0521  HISTORY     - 1975     MONUMENTED       MNDT
 RO0521
 RO0521                          STATION DESCRIPTION
 RO0521
 RO0521'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0521'3.2 MI N FROM BATTLE LAKE.
 RO0521'THE MARK IS LOCATED 300 FEET WEST ALONG A TOWNSHIP ROAD FROM ITS
 RO0521'JUNCTION WITH TRUNK HIGHWAY 78 (MILEPOINT 24.7) WHICH IS 3.2 MILES
 RO0521'NORTH ALONG TRUNK HIGHWAY 78 FROM THE JUNCTION OF TRUNK HIGHWAYS 78
 RO0521'AND 210 AT BATTLE LAKE AND 12.15 MILES SOUTHWESTERLY AND SOUTH ALONG
 RO0521'TRUNK HIGHWAY 78 FROM THE JUNCTION OF TRUNK HIGHWAYS 78 AND 108 (EAST)
 RO0521'AT OTTER TAIL.  IT IS 49.0 FEET NORTH OF AND ABOUT 5 FEET HIGHER THAN
 RO0521'THE CENTER OF THE TOWNSHIP ROAD AND 2.4 FEET EAST OF POWER POLE NUMBER
 RO0521'144 (SOUTH POLE ON TWIN POLE OF A EAST-WEST HIGH TENSION LINE). THE
 RO0521'MARK A STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO
 RO0521'THE TOP OF A 5/8 INCH DIAMETER BY 56 FOOT LONG COPPER-CLAD STEEL ROD
 RO0521'DRIVEN TO REFUSAL.  IT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 RO0521'GROUND AND IS 0.7 FOOT EAST OF A STEEL WITNESS POST. NE 1/4 SECTION
 RO0521'21, T 133N, R 40W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0525 ***********************************************************************
 RO0525  DESIGNATION -  5620 D
 RO0525  PID         -  RO0525
 RO0525  STATE/COUNTY-  MN/OTTER TAIL
 RO0525  USGS QUAD   -  BATTLE LAKE (1973)
 RO0525
 RO0525                         *CURRENT SURVEY CONTROL
 RO0525  ___________________________________________________________________
 RO0525* NAD 83(1986)-  46 20 18.     (N)    095 43 07.     (W)     SCALED    
 RO0525* NAVD 88     -       410.520  (meters)    1346.85   (feet)  ADJUSTED  
 RO0525  ___________________________________________________________________
 RO0525  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 RO0525  DYNAMIC HT  -         410.520 (meters)    1346.85  (feet)  COMP
 RO0525  MODELED GRAV-     980,603.0   (mgal)                       NAVD 88
 RO0525
 RO0525  VERT ORDER  -  SECOND    CLASS I
 RO0525
 RO0525.The horizontal coordinates were scaled from a topographic map and have
 RO0525.an estimated accuracy of +/- 6 seconds.
 RO0525
 RO0525.The orthometric height was determined by differential leveling
 RO0525.and adjusted by the National Geodetic Survey in June 1991..
 RO0525
 RO0525.The geoid height was determined by GEOID03.
 RO0525
 RO0525.The dynamic height is computed by dividing the NAVD 88
 RO0525.geopotential number by the normal gravity value computed on the
 RO0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0525.degrees latitude (g = 980.6199 gals.).
 RO0525
 RO0525.The modeled gravity was interpolated from observed gravity values.
 RO0525
 RO0525;                    North         East    Units  Estimated Accuracy
 RO0525;SPC MN C     -   249,800.      686,950.      MT  (+/- 180 meters Scaled)
 RO0525
 RO0525                          SUPERSEDED SURVEY CONTROL
 RO0525
 RO0525  NGVD 29 (??/??/92)  410.278  (m)         1346.05   (f) ADJ UNCH    2 1
 RO0525
 RO0525.Superseded values are not recommended for survey control.
 RO0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0525.See file dsdata.txt to determine how the superseded data were derived.
 RO0525
 RO0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM907352(NAD 83)
 RO0525_MARKER: DD = SURVEY DISK
 RO0525_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0525+WITH SETTING: INTO GROUND
 RO0525_STAMPING: 5620D 1975
 RO0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0525+STABILITY: SURFACE MOTION
 RO0525
 RO0525  HISTORY     - Date     Condition        Report By
 RO0525  HISTORY     - 1975     MONUMENTED       MNDT
 RO0525
 RO0525                          STATION DESCRIPTION
 RO0525
 RO0525'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0525'5.7 MI N FROM BATTLE LAKE.
 RO0525'THE MARK IS LOCATED 5.7 MILES NORTH ALONG TRUNK HIGHWAY 78 FROM THE
 RO0525'JUNCTION OF TRUNK HIGHWAYS 78 AND 210 AT BATTLE LAKE, AND 10.65 MILES
 RO0525'SOUTHWESTERLY AND SOUTH ALONG TRUNK HIGHWAY 78 FROM THE JUNCTION OF
 RO0525'TRUNK HIGHWAYS 78 AND 108 (EAST) AT OTTER TAIL.  IT IS AT TRUNK
 RO0525'HIGHWAY 78 MILEPOINT 26.05.  IT IS EAST OF TRUNK HIGHWAY 78 AT THE
 RO0525'NORTHEAST CORNER OF SKIBTVEDT CEMETARY.  IT IS 38.0 FEET SOUTH OF AND
 RO0525'ABOUT LEVEL WITH THE CENTER OF THE EAST-WEST TOWNSHIP ROAD, 1.0 FOOT
 RO0525'NORTH OF THE NORTHEAST CORNER POST OF THE FENCE FOR THE CEMETERY AND
 RO0525'16.5 FEET EAST-NORTHEAST OF HEADSTONE ROSE MARIE BAKKEN 1932.  THE
 RO0525'MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM) DISK, IS CRIMPED
 RO0525'TO THE TOP OF A 5/8 INCH DIAMETER BY 56 FOOT LONG COPPERCLAD STEEL ROD
 RO0525'DRIVEN TO REFUSAL.  IT IS FLUSH WITH THE SURFACE OF THE GROUND, ABOUT
 RO0525'10 FEET LOWER THAN TRUNK HIGHWAY 78 AND 0.6 FOOT WEST OF A STEEL
 RO0525'WITNESS POST.  NW SECTION 15, T 133N, R 40W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0535 ***********************************************************************
 RO0535  DESIGNATION -  5620 E
 RO0535  PID         -  RO0535
 RO0535  STATE/COUNTY-  MN/OTTER TAIL
 RO0535  USGS QUAD   -  WALKER LAKE (1973)
 RO0535
 RO0535                         *CURRENT SURVEY CONTROL
 RO0535  ___________________________________________________________________
 RO0535* NAD 83(1986)-  46 22 54.     (N)    095 38 37.     (W)     SCALED    
 RO0535* NAVD 88     -       411.313  (meters)    1349.45   (feet)  ADJUSTED  
 RO0535  ___________________________________________________________________
 RO0535  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 RO0535  DYNAMIC HT  -         411.316 (meters)    1349.46  (feet)  COMP
 RO0535  MODELED GRAV-     980,610.5   (mgal)                       NAVD 88
 RO0535
 RO0535  VERT ORDER  -  SECOND    CLASS I
 RO0535
 RO0535.The horizontal coordinates were scaled from a topographic map and have
 RO0535.an estimated accuracy of +/- 6 seconds.
 RO0535
 RO0535.The orthometric height was determined by differential leveling
 RO0535.and adjusted by the National Geodetic Survey in June 1991..
 RO0535
 RO0535.The geoid height was determined by GEOID03.
 RO0535
 RO0535.The dynamic height is computed by dividing the NAVD 88
 RO0535.geopotential number by the normal gravity value computed on the
 RO0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0535.degrees latitude (g = 980.6199 gals.).
 RO0535
 RO0535.The modeled gravity was interpolated from observed gravity values.
 RO0535
 RO0535;                    North         East    Units  Estimated Accuracy
 RO0535;SPC MN C     -   254,510.      692,810.      MT  (+/- 180 meters Scaled)
 RO0535
 RO0535                          SUPERSEDED SURVEY CONTROL
 RO0535
 RO0535  NGVD 29 (??/??/92)  411.071  (m)         1348.66   (f) ADJ UNCH    2 1
 RO0535
 RO0535.Superseded values are not recommended for survey control.
 RO0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0535.See file dsdata.txt to determine how the superseded data were derived.
 RO0535
 RO0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM967398(NAD 83)
 RO0535_MARKER: DD = SURVEY DISK
 RO0535_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0535+WITH SETTING: INTO GROUND
 RO0535_STAMPING: 5620 E 1975
 RO0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0535+STABILITY: SURFACE MOTION
 RO0535
 RO0535  HISTORY     - Date     Condition        Report By
 RO0535  HISTORY     - 1975     MONUMENTED       MNDT
 RO0535
 RO0535                          STATION DESCRIPTION
 RO0535
 RO0535'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0535'4.85 MI SW FROM OTTER TAIL.
 RO0535'THE MARK IS LOCATED 4.85 MILES SOUTH ALONG TRUNK HIGHWAY 78 FROM THE
 RO0535'JUNCTION OF TRUNK HIGHWAYS 78 AND 108 (EAST) AT OTTER TAIL, AND 9.95
 RO0535'MILES NORTH AND NORTHEASTERLY ALONG TRUNK HIGHWAY 78 FROM THE JUNCTION
 RO0535'OF TRUNK HIGHWAYS 78 AND 210 AT BATTLE LAKE.  IT IS AT TRUNK HIGHWAY
 RO0535'78 MILEPOINT 31.7.  IT IS 141.0 FEET SOUTHEAST OF AND ABOUT 3 FEET
 RO0535'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 78, 44.0 FEET NORTH OF AND
 RO0535'ABOUT LEVEL WITH THE CENTER OF THE TOWNSHIP ROAD (EAST), AND 23.5 FEET
 RO0535'SOUTH OF A 24 INCH OAK TREE.  THE MARK, A STANDARD MNHD VERTICAL
 RO0535'CONTROL MONUMENT (VCM) DISK IS CRIMPED TO THE TOP OF 5/8 INCH DIAMETER
 RO0535'BY 32 FOOT LONG COPPER COATED STEEL ROD DRIVEN TO REFUSAL. IT IS 0.7
 RO0535'FOOT WEST OF A STEEL WITNESS POST.  NE 1/4 SECTION 31, T 134N, R 39W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0540 ***********************************************************************
 RO0540  DESIGNATION -  5620 F
 RO0540  PID         -  RO0540
 RO0540  STATE/COUNTY-  MN/OTTER TAIL
 RO0540  USGS QUAD   -  OTTERTAIL (1973)
 RO0540
 RO0540                         *CURRENT SURVEY CONTROL
 RO0540  ___________________________________________________________________
 RO0540* NAD 83(1986)-  46 23 54.     (N)    095 36 55.     (W)     SCALED    
 RO0540* NAVD 88     -       413.231  (meters)    1355.74   (feet)  ADJUSTED  
 RO0540  ___________________________________________________________________
 RO0540  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 RO0540  DYNAMIC HT  -         413.235 (meters)    1355.76  (feet)  COMP
 RO0540  MODELED GRAV-     980,611.2   (mgal)                       NAVD 88
 RO0540
 RO0540  VERT ORDER  -  SECOND    CLASS I
 RO0540
 RO0540.The horizontal coordinates were scaled from a topographic map and have
 RO0540.an estimated accuracy of +/- 6 seconds.
 RO0540
 RO0540.The orthometric height was determined by differential leveling
 RO0540.and adjusted by the National Geodetic Survey in June 1991..
 RO0540
 RO0540.The geoid height was determined by GEOID03.
 RO0540
 RO0540.The dynamic height is computed by dividing the NAVD 88
 RO0540.geopotential number by the normal gravity value computed on the
 RO0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0540.degrees latitude (g = 980.6199 gals.).
 RO0540
 RO0540.The modeled gravity was interpolated from observed gravity values.
 RO0540
 RO0540;                    North         East    Units  Estimated Accuracy
 RO0540;SPC MN C     -   256,320.      695,020.      MT  (+/- 180 meters Scaled)
 RO0540
 RO0540                          SUPERSEDED SURVEY CONTROL
 RO0540
 RO0540  NGVD 29 (??/??/92)  412.988  (m)         1354.94   (f) ADJ UNCH    2 1
 RO0540
 RO0540.Superseded values are not recommended for survey control.
 RO0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0540.See file dsdata.txt to determine how the superseded data were derived.
 RO0540
 RO0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM989416(NAD 83)
 RO0540_MARKER: DD = SURVEY DISK
 RO0540_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0540+WITH SETTING: INTO GROUND
 RO0540_STAMPING: 5620 F 1975
 RO0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0540+STABILITY: SURFACE MOTION
 RO0540
 RO0540  HISTORY     - Date     Condition        Report By
 RO0540  HISTORY     - 1975     MONUMENTED       MNDT
 RO0540
 RO0540                          STATION DESCRIPTION
 RO0540
 RO0540'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0540'2.9 MI SW FROM OTTER TAIL.
 RO0540'THE MARK IS LOCATED NEAR THE JUNCTION OF TRUNK HIGHWAY 78 AND COUNTY
 RO0540'ROAD 5, WHICH IS 2.9 MILES SOUTHWESTERLY ALONG TRUNK HIGHWAY 78 FROM
 RO0540'THE JUNCTION OF TRUNK HIGHWAYS 78 AND 108 (EAST) AT OTTER TAIL.  IT IS
 RO0540'ALSO 12.45 MILES NORTH AND NORTHEASTERLY ALONG TRUNK HIGHWAY 78 FROM
 RO0540'THE JUNCTION OF TRUNK HIGHWAYS 78 AND 210 AT BATTLE LAKE.  IT IS AT
 RO0540'TRUNK HIGHWAY 78 MILEPOINT 33.6.  IT IS 60.9 FEET NORTH OF AND ABOUT 3
 RO0540'FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 78, 104.5 FEET
 RO0540'NORTHEAST OF HIGHWAY SIGN OTTERTAIL COUNTY 5, 22.4 FEET EAST-NORTHEAST
 RO0540'OF FIRE SIGN NUMBER 440, 11.2 FEET SOUTH OF A 10 INCH OAK TREE, AND
 RO0540'19.8 FEET EAST OF ANOTHER 10 INCH OAK TREE.  THE MARK A STANDARD MNHD
 RO0540'VERTICAL CONTROL MONUMENT (VCM) DISK IS CRIMPED TO THE TOP OF A 5/8
 RO0540'INCH DIAMETER BY 40 FEET LONG COPPER COATED STEEL ROD DRIVEN TO
 RO0540'REFUSAL.  IT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 RO0540'0.8 FOOT SOUTH OF A STEEL WITNESS POST.  NW 1/4 SECTION 28, T 134N, R
 RO0540'39W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0541 ***********************************************************************
 RO0541  DESIGNATION -  5620 G
 RO0541  PID         -  RO0541
 RO0541  STATE/COUNTY-  MN/OTTER TAIL
 RO0541  USGS QUAD   -  OTTERTAIL (1973)
 RO0541
 RO0541                         *CURRENT SURVEY CONTROL
 RO0541  ___________________________________________________________________
 RO0541* NAD 83(1986)-  46 24 12.     (N)    095 36 07.     (W)     SCALED    
 RO0541* NAVD 88     -       409.758  (meters)    1344.35   (feet)  ADJUSTED  
 RO0541  ___________________________________________________________________
 RO0541  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 RO0541  DYNAMIC HT  -         409.761 (meters)    1344.36  (feet)  COMP
 RO0541  MODELED GRAV-     980,610.9   (mgal)                       NAVD 88
 RO0541
 RO0541  VERT ORDER  -  SECOND    CLASS I
 RO0541
 RO0541.The horizontal coordinates were scaled from a topographic map and have
 RO0541.an estimated accuracy of +/- 6 seconds.
 RO0541
 RO0541.The orthometric height was determined by differential leveling
 RO0541.and adjusted by the National Geodetic Survey in June 1991..
 RO0541
 RO0541.The geoid height was determined by GEOID03.
 RO0541
 RO0541.The dynamic height is computed by dividing the NAVD 88
 RO0541.geopotential number by the normal gravity value computed on the
 RO0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0541.degrees latitude (g = 980.6199 gals.).
 RO0541
 RO0541.The modeled gravity was interpolated from observed gravity values.
 RO0541
 RO0541;                    North         East    Units  Estimated Accuracy
 RO0541;SPC MN C     -   256,860.      696,050.      MT  (+/- 180 meters Scaled)
 RO0541
 RO0541                          SUPERSEDED SURVEY CONTROL
 RO0541
 RO0541  NGVD 29 (??/??/92)  409.514  (m)         1343.55   (f) ADJ UNCH    2 1
 RO0541
 RO0541.Superseded values are not recommended for survey control.
 RO0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0541.See file dsdata.txt to determine how the superseded data were derived.
 RO0541
 RO0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM999421(NAD 83)
 RO0541_MARKER: DD = SURVEY DISK
 RO0541_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RO0541_SP_SET: CONCRETE HOLDING TANK
 RO0541_STAMPING: 5620 G 1975
 RO0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0541
 RO0541  HISTORY     - Date     Condition        Report By
 RO0541  HISTORY     - 1975     MONUMENTED       MNDT
 RO0541
 RO0541                          STATION DESCRIPTION
 RO0541
 RO0541'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0541'2.1 MI SW FROM OTTER TAIL.
 RO0541'THE MARK IS LOCATED 2.1 MILES SOUTHWESTERLY ALONG TRUNK HIGHWAY 78
 RO0541'FROM THE JUNCTION OF TRUNK HIGHWAYS 78 AND 108 AT OTTER TAIL AND 13.25
 RO0541'MILES NORTH AND NORTHEASTERLY ALONG TRUNK HIGHWAY 78 FROM THE JUNCTION
 RO0541'OF TRUNK HIGHWAYS 78 AND 210 AT BATTLE LAKE.  IT IS AT A REST AREA
 RO0541'ALONG TRUNK HIGHWAY 78 AND IS AT MILEPOINT 34.35.  IT IS 96.0 FEET
 RO0541'NORTH OF AND ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY
 RO0541'78, 35.0 FEET WEST OF WEST CURB OF PARKING AREA, 4.7 FEET NORTH OF THE
 RO0541'SOUTHWEST CORNER AND 0.3 FEET WEST OF THE WEST WALL OF THE CONCRETE
 RO0541'BLOCK BUILDING (RESTROOMS).  THE MARK A STANDARD MNHD VERTICAL CONTROL
 RO0541'MONUMENT (VCM) DISK SET IN THE SOUTHEAST CORNER OF A 3 FOOT BY 7 FOOT
 RO0541'CONCRETE HOLDING TANK.  SE 1/4 SECTION 21, T 134N, R 39W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0542 ***********************************************************************
 RO0542  DESIGNATION -  5620 H
 RO0542  PID         -  RO0542
 RO0542  STATE/COUNTY-  MN/OTTER TAIL
 RO0542  USGS QUAD   -  OTTERTAIL (1973)
 RO0542
 RO0542                         *CURRENT SURVEY CONTROL
 RO0542  ___________________________________________________________________
 RO0542* NAD 83(1986)-  46 24 42.     (N)    095 35 25.     (W)     SCALED    
 RO0542* NAVD 88     -       411.738  (meters)    1350.84   (feet)  ADJUSTED  
 RO0542  ___________________________________________________________________
 RO0542  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 RO0542  DYNAMIC HT  -         411.742 (meters)    1350.86  (feet)  COMP
 RO0542  MODELED GRAV-     980,611.2   (mgal)                       NAVD 88
 RO0542
 RO0542  VERT ORDER  -  SECOND    CLASS I
 RO0542
 RO0542.The horizontal coordinates were scaled from a topographic map and have
 RO0542.an estimated accuracy of +/- 6 seconds.
 RO0542
 RO0542.The orthometric height was determined by differential leveling
 RO0542.and adjusted by the National Geodetic Survey in June 1991..
 RO0542
 RO0542.The geoid height was determined by GEOID03.
 RO0542
 RO0542.The dynamic height is computed by dividing the NAVD 88
 RO0542.geopotential number by the normal gravity value computed on the
 RO0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0542.degrees latitude (g = 980.6199 gals.).
 RO0542
 RO0542.The modeled gravity was interpolated from observed gravity values.
 RO0542
 RO0542;                    North         East    Units  Estimated Accuracy
 RO0542;SPC MN C     -   257,770.      696,960.      MT  (+/- 180 meters Scaled)
 RO0542
 RO0542                          SUPERSEDED SURVEY CONTROL
 RO0542
 RO0542  NGVD 29 (??/??/92)  411.494  (m)         1350.04   (f) ADJ UNCH    2 1
 RO0542
 RO0542.Superseded values are not recommended for survey control.
 RO0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0542.See file dsdata.txt to determine how the superseded data were derived.
 RO0542
 RO0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM009430(NAD 83)
 RO0542_MARKER: DD = SURVEY DISK
 RO0542_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0542+WITH SETTING: INTO GROUND
 RO0542_STAMPING: 5620 H 1975
 RO0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0542+STABILITY: SURFACE MOTION
 RO0542
 RO0542  HISTORY     - Date     Condition        Report By
 RO0542  HISTORY     - 1975     MONUMENTED       MNDT
 RO0542
 RO0542                          STATION DESCRIPTION
 RO0542
 RO0542'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0542'1.35 MI SW FROM OTTER TAIL.
 RO0542'THE MARK IS LOCATED 1.35 MILES SOUTHWESTERLY ALONG TRUNK HIGHWAY 78
 RO0542'FROM THE JUNCTION OF TRUNK HIGHWAYS 78 AND 108 (EAST) AT OTTER TAIL
 RO0542'AND 14.00 MILES NORTH AND NORTHEASTERLY ALONG TRUNK HIGHWAY 78 FROM
 RO0542'THE JUNCTION OF TRUNK HIGHWAYS 78 AND 210 AT BATTLE LAKE.  IT IS AT
 RO0542'TRUNK HIGHWAY 78 MILEPOINT 35.1.  IT IS 86.0 FEET SOUTHEAST OF AND
 RO0542'ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 78, 126.0 FEET
 RO0542'NORTHEAST OF THE TOP OF A BURIED STEEL FENCE POST AT A R P SIGN, AND
 RO0542'1.8 FEET NORTH OF A POWER POLE.  THE MARK, A STANDARD MNHD VERTICAL
 RO0542'CONTROL MONUMENT (VCM) DISK, IS CRIMPED TO THE TOP OF A 5/8 INCH
 RO0542'DIAMETER BY 32 FOOT LONG COPPER CLAD STEEL ROD DRIVEN TO REFUSAL.  IT
 RO0542'PROJECTS 2 INCHES ABOVE THE GROUND AND IS 0.9 FOOT NORTHWEST OF A
 RO0542'STEEL WITNESS POST.  NW 1/4 SECTION 22, T 134N, R 39W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0557 ***********************************************************************
 RO0557  DESIGNATION -  5621 A
 RO0557  PID         -  RO0557
 RO0557  STATE/COUNTY-  MN/OTTER TAIL
 RO0557  USGS QUAD   -  OTTERTAIL (1973)
 RO0557
 RO0557                         *CURRENT SURVEY CONTROL
 RO0557  ___________________________________________________________________
 RO0557* NAD 83(1986)-  46 28 24.     (N)    095 34 25.     (W)     SCALED    
 RO0557* NAVD 88     -       405.835  (meters)    1331.48   (feet)  ADJUSTED  
 RO0557  ___________________________________________________________________
 RO0557  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 RO0557  DYNAMIC HT  -         405.845 (meters)    1331.51  (feet)  COMP
 RO0557  MODELED GRAV-     980,626.2   (mgal)                       NAVD 88
 RO0557
 RO0557  VERT ORDER  -  SECOND    CLASS I
 RO0557
 RO0557.The horizontal coordinates were scaled from a topographic map and have
 RO0557.an estimated accuracy of +/- 6 seconds.
 RO0557
 RO0557.The orthometric height was determined by differential leveling
 RO0557.and adjusted by the National Geodetic Survey in June 1991..
 RO0557
 RO0557.The geoid height was determined by GEOID03.
 RO0557
 RO0557.The dynamic height is computed by dividing the NAVD 88
 RO0557.geopotential number by the normal gravity value computed on the
 RO0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0557.degrees latitude (g = 980.6199 gals.).
 RO0557
 RO0557.The modeled gravity was interpolated from observed gravity values.
 RO0557
 RO0557;                    North         East    Units  Estimated Accuracy
 RO0557;SPC MN C     -   264,610.      698,360.      MT  (+/- 180 meters Scaled)
 RO0557
 RO0557                          SUPERSEDED SURVEY CONTROL
 RO0557
 RO0557  NGVD 29 (??/??/92)  405.592  (m)         1330.68   (f) ADJ UNCH    2 1
 RO0557
 RO0557.Superseded values are not recommended for survey control.
 RO0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0557.See file dsdata.txt to determine how the superseded data were derived.
 RO0557
 RO0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM024498(NAD 83)
 RO0557_MARKER: DB = BENCH MARK DISK
 RO0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RO0557_SP_SET: ABUTMENT
 RO0557_STAMPING: 5621 A 1975
 RO0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0557
 RO0557  HISTORY     - Date     Condition        Report By
 RO0557  HISTORY     - 1975     MONUMENTED       MNDT
 RO0557
 RO0557                          STATION DESCRIPTION
 RO0557
 RO0557'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0557'3.2 MI SE FROM RICHVILLE.
 RO0557'THE MARK IS LOCATED 3.65 MILES NORTH ALONG TRUNK HIGHWAY 78 FROM THE
 RO0557'JUNCTION OF TRUNK HIGHWAYS 78 AND 108 (EAST) AT OTTER TAIL.  IT IS
 RO0557'ALSO LOCATED 7.5 MILES SOUTH ALONG TRUNK HIGHWAY 78 FROM THE JUNCTION
 RO0557'OF TRUNK HIGHWAYS 10 AND 78 (SOUTH OF PERHAM) AND 5.57 MILES SOUTH OF
 RO0557'THE JUNCTION OF TRUNK HIGHWAYS 78 AND 108 (WEST).  IT IS AT TRUNK
 RO0557'HIGHWAY 78 MILEPOINT 39.9.  IT IS 19.0 FEET EAST OF AND ABOUT 1 FOOT
 RO0557'HIGER THAN THE CENTERLINEE OF TRUNK HIGHWAY 78 AND 22.0 FEET SOUTHWEST
 RO0557'OF A MN CONSERVATION DEPARTMENT BENCH MARK STAMPED USC AND GS DATUM.
 RO0557'THE MARK IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER
 RO0557'9406 (TRUNK HIGHWAY 78 OVER THE OTTER TAIL RIVER).  SW 1/4 SECTION 26,
 RO0557'T 135N, R 39W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0629 ***********************************************************************
 RO0629  DESIGNATION -  5621 AA
 RO0629  PID         -  RO0629
 RO0629  STATE/COUNTY-  MN/OTTER TAIL
 RO0629  USGS QUAD   -  PERHAM (1973)
 RO0629
 RO0629                         *CURRENT SURVEY CONTROL
 RO0629  ___________________________________________________________________
 RO0629* NAD 83(1986)-  46 31 42.     (N)    095 34 31.     (W)     SCALED    
 RO0629* NAVD 88     -       415.160  (meters)    1362.07   (feet)  ADJUSTED  
 RO0629  ___________________________________________________________________
 RO0629  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 RO0629  DYNAMIC HT  -         415.174 (meters)    1362.12  (feet)  COMP
 RO0629  MODELED GRAV-     980,636.1   (mgal)                       NAVD 88
 RO0629
 RO0629  VERT ORDER  -  SECOND    CLASS I
 RO0629
 RO0629.The horizontal coordinates were scaled from a topographic map and have
 RO0629.an estimated accuracy of +/- 6 seconds.
 RO0629
 RO0629.The orthometric height was determined by differential leveling
 RO0629.and adjusted by the National Geodetic Survey in June 1991..
 RO0629
 RO0629.The geoid height was determined by GEOID03.
 RO0629
 RO0629.The dynamic height is computed by dividing the NAVD 88
 RO0629.geopotential number by the normal gravity value computed on the
 RO0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0629.degrees latitude (g = 980.6199 gals.).
 RO0629
 RO0629.The modeled gravity was interpolated from observed gravity values.
 RO0629
 RO0629;                    North         East    Units  Estimated Accuracy
 RO0629;SPC MN C     -   270,720.      698,330.      MT  (+/- 180 meters Scaled)
 RO0629
 RO0629                          SUPERSEDED SURVEY CONTROL
 RO0629
 RO0629  NGVD 29 (??/??/92)  414.918  (m)         1361.28   (f) ADJ UNCH    2 1
 RO0629
 RO0629.Superseded values are not recommended for survey control.
 RO0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0629.See file dsdata.txt to determine how the superseded data were derived.
 RO0629
 RO0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM025559(NAD 83)
 RO0629_MARKER: DD = SURVEY DISK
 RO0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0629_STAMPING: 5621 D 1975
 RO0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0629+STABILITY: SURFACE MOTION
 RO0629
 RO0629  HISTORY     - Date     Condition        Report By
 RO0629  HISTORY     - 1975     MONUMENTED       MNDT
 RO0629
 RO0629                          STATION DESCRIPTION
 RO0629
 RO0629'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0629'2.6 MI ENE FROM RICHVILLE.
 RO0629'THE MARK IS LOCATED 0.3 MILE SOUTHWEST AND 0.55 MILE SOUTH ALONG
 RO0629'COUNTY ROAD 8 (THIRD AVENUE S.E. AND OLD TRUNK HIGHWAY 78) FROM THE
 RO0629'JUNCTION OF COUNTY ROADS 8 AND 80 (MAIN STREET AND OLD TRUNK HIGHWAY
 RO0629'10 AND 78 AND COUNTY ROAD 8.  THENCE SOUTH ALONG TRUNK HIGHWAY 78 FOR
 RO0629'1.7 MILES TO THE JUNCTION OF TRUNK HIGHWAY 108 (WEST).  THENCE
 RO0629'CONTINUE SOUTH ALONG TRUNK HIGHWAY 78 FOR 2.0 MILES.  IT IS 75.3 FEET
 RO0629'WEST OF AND 5 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 78, 59.0
 RO0629'FEET NORTH OF THE CENTER OF AN EAST-WEST TOWNSHIP ROAD, 23.8 FEET
 RO0629'NORTH OF WOOD CORNER FENCE POST (FENCE WEST AND NORTH) AND 23.0 FEET
 RO0629'SOUTHEAST OF A POWER LINE GUY POLE WITH ANCHORS.  THE MARK IS SET IN
 RO0629'THE TOP OF A CONCRETE MONUMENT (MAGNETIC) THAT PROJECTS 4 INCHES ABOVE
 RO0629'THE GROUND AND IS 0.8 FOOT EAST OF A STEEL WITNESS POST. SE 1/4
 RO0629'SECTION 3, T 135N, R 39W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0545 ***********************************************************************
 RO0545  DESIGNATION -  5621 AB
 RO0545  PID         -  RO0545
 RO0545  STATE/COUNTY-  MN/OTTER TAIL
 RO0545  USGS QUAD   -  OTTERTAIL (1973)
 RO0545
 RO0545                         *CURRENT SURVEY CONTROL
 RO0545  ___________________________________________________________________
 RO0545* NAD 83(1986)-  46 25 36.     (N)    095 34 49.     (W)     SCALED    
 RO0545* NAVD 88     -       406.276  (meters)    1332.92   (feet)  ADJUSTED  
 RO0545  ___________________________________________________________________
 RO0545  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 RO0545  DYNAMIC HT  -         406.280 (meters)    1332.94  (feet)  COMP
 RO0545  MODELED GRAV-     980,612.2   (mgal)                       NAVD 88
 RO0545
 RO0545  VERT ORDER  -  SECOND    CLASS I
 RO0545
 RO0545.The horizontal coordinates were scaled from a topographic map and have
 RO0545.an estimated accuracy of +/- 6 seconds.
 RO0545
 RO0545.The orthometric height was determined by differential leveling
 RO0545.and adjusted by the National Geodetic Survey in June 1991..
 RO0545
 RO0545.The geoid height was determined by GEOID03.
 RO0545
 RO0545.The dynamic height is computed by dividing the NAVD 88
 RO0545.geopotential number by the normal gravity value computed on the
 RO0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0545.degrees latitude (g = 980.6199 gals.).
 RO0545
 RO0545.The modeled gravity was interpolated from observed gravity values.
 RO0545
 RO0545;                    North         East    Units  Estimated Accuracy
 RO0545;SPC MN C     -   259,430.      697,760.      MT  (+/- 180 meters Scaled)
 RO0545
 RO0545                          SUPERSEDED SURVEY CONTROL
 RO0545
 RO0545  NGVD 29 (??/??/92)  406.031  (m)         1332.12   (f) ADJ UNCH    2 1
 RO0545
 RO0545.Superseded values are not recommended for survey control.
 RO0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0545.See file dsdata.txt to determine how the superseded data were derived.
 RO0545
 RO0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM017446(NAD 83)
 RO0545_MARKER: DD = SURVEY DISK
 RO0545_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0545+WITH SETTING: INTO GROUND
 RO0545_STAMPING: 5621 AB 1975
 RO0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0545+STABILITY: SURFACE MOTION
 RO0545
 RO0545  HISTORY     - Date     Condition        Report By
 RO0545  HISTORY     - 1975     MONUMENTED       MNDT
 RO0545
 RO0545                          STATION DESCRIPTION
 RO0545
 RO0545'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0545'IN OTTER TAIL.
 RO0545'THE MARK IS LOCATED NEAR THE JUNCTION OF TRUNK HIGHWAY 78 AND 108
 RO0545'(EAST) AT OTTER TAIL.  IT IS AT TRUNK HIGHWAY 78 MILEPOINT 36.4.  IT
 RO0545'IS 130.5 FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK
 RO0545'HIGHWAY 78, 42.0 FEET NORTH OF THE CENTER OF TOWNSHIP ROAD (WEST TO
 RO0545'OTTER TAIL LAKE), 46.8 FEET WEST OF THE SOUTHWEST CORNER OF STONE
 RO0545'HISTORICAL MARKER (OTTER TAIL CITY), 18.5 FEET NORTH-NORTHWEST OF
 RO0545'RIGHT-OF-WAY MARKER, 11.7 FEET NORTH OF A WOOD CORNER FENCE POST, AND
 RO0545'1.6 FEET EAST OF A FENCE LINE.  THE MARK, A STANDARD MNHD VERTICAL
 RO0545'CONTROL MONUMENT (VCM) DISK, IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER
 RO0545'BY 56 FOOT LONG COPPER CLAD STEEL ROD DRIVEN TO REFUSAL.  IT IS FLUSH
 RO0545'WITH THE SURFACE OF THE GROUND AND IS 1.0 FEET EAST OF A STEEL WITNESS
 RO0545'POST.  SE 1/4 SECTION 10, T 134N, R 39W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0546 ***********************************************************************
 RO0546  DESIGNATION -  5621 AC
 RO0546  PID         -  RO0546
 RO0546  STATE/COUNTY-  MN/OTTER TAIL
 RO0546  USGS QUAD   -  OTTERTAIL (1973)
 RO0546
 RO0546                         *CURRENT SURVEY CONTROL
 RO0546  ___________________________________________________________________
 RO0546* NAD 83(1986)-  46 26 36.     (N)    095 34 19.     (W)     SCALED    
 RO0546* NAVD 88     -       406.488  (meters)    1333.62   (feet)  ADJUSTED  
 RO0546  ___________________________________________________________________
 RO0546  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 RO0546  DYNAMIC HT  -         406.494 (meters)    1333.64  (feet)  COMP
 RO0546  MODELED GRAV-     980,615.7   (mgal)                       NAVD 88
 RO0546
 RO0546  VERT ORDER  -  SECOND    CLASS I
 RO0546
 RO0546.The horizontal coordinates were scaled from a topographic map and have
 RO0546.an estimated accuracy of +/- 6 seconds.
 RO0546
 RO0546.The orthometric height was determined by differential leveling
 RO0546.and adjusted by the National Geodetic Survey in June 1991..
 RO0546
 RO0546.The geoid height was determined by GEOID03.
 RO0546
 RO0546.The dynamic height is computed by dividing the NAVD 88
 RO0546.geopotential number by the normal gravity value computed on the
 RO0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0546.degrees latitude (g = 980.6199 gals.).
 RO0546
 RO0546.The modeled gravity was interpolated from observed gravity values.
 RO0546
 RO0546;                    North         East    Units  Estimated Accuracy
 RO0546;SPC MN C     -   261,270.      698,430.      MT  (+/- 180 meters Scaled)
 RO0546
 RO0546                          SUPERSEDED SURVEY CONTROL
 RO0546
 RO0546  NGVD 29 (??/??/92)  406.243  (m)         1332.82   (f) ADJ UNCH    2 1
 RO0546
 RO0546.Superseded values are not recommended for survey control.
 RO0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0546.See file dsdata.txt to determine how the superseded data were derived.
 RO0546
 RO0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM024465(NAD 83)
 RO0546_MARKER: DD = SURVEY DISK
 RO0546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0546_SP_SET: CULVERT
 RO0546_STAMPING: 5621 AC 1975
 RO0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0546
 RO0546  HISTORY     - Date     Condition        Report By
 RO0546  HISTORY     - 1975     MONUMENTED       MNDT
 RO0546
 RO0546                          STATION DESCRIPTION
 RO0546
 RO0546'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0546'1.25 MI N FROM OTTER TAIL.
 RO0546'THE MARK IS LOCATED 1.25 MILES NORTHERLY ALONG TRUNK HIGHWAY 78 FROM
 RO0546'THE JUNCTION OF TRUNK HIGHWAYS 78 AND 108 (EAST) AT OTTER TAIL.  IT IS
 RO0546'ALSO 9.9 MILES SOUTH ALONG TRUNK HIGHWAY 78 FROM THE JUNCTION OF TRUNK
 RO0546'HIGHWAYS 10 AND 78 (SOUTH OF PERHAM) AND 8.15 MILES SOUTH OF THE
 RO0546'JUNCTION OF TRUNK HIGHWAYS 78 AND 108 (WEST).  IT IS AT TRUNK HIGHWAY
 RO0546'78 MILEPOINT 37.6.  IT IS 17.6 EAST OF AND ABOUT LEVEL WITH THE
 RO0546'CENTERLINE OF TRUNK HIGHWAY 78, 129.0 FEET SOUTHWEST OF THE SOUTHWEST
 RO0546'RAIL OF THE SOO LINE RAILROAD, AND 1.0 FOOT NORTH OF A STEEL GUARD
 RO0546'POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM) DISK
 RO0546'IS SET IN THE SOUTHEAST CORNER (HEADWALL) OF BOX CULVERT (CATTLE PASS
 RO0546'UNDER TRUNK HIGHWAY 78).  SE 1/4 SECTION 3, T 134N, R 39W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0547 ***********************************************************************
 RO0547  DESIGNATION -  5621 AD
 RO0547  PID         -  RO0547
 RO0547  STATE/COUNTY-  MN/OTTER TAIL
 RO0547  USGS QUAD   -  OTTERTAIL (1973)
 RO0547
 RO0547                         *CURRENT SURVEY CONTROL
 RO0547  ___________________________________________________________________
 RO0547* NAD 83(1996)-  46 26 43.78338(N)    095 34 26.06098(W)     ADJUSTED  
 RO0547* NAVD 88     -       410.903  (meters)    1348.10   (feet)  ADJUSTED  
 RO0547  ___________________________________________________________________
 RO0547  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 RO0547  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 RO0547  DYNAMIC HT  -         410.909 (meters)    1348.12  (feet)  COMP
 RO0547  MODELED GRAV-     980,616.2   (mgal)                       NAVD 88
 RO0547
 RO0547  HORZ ORDER  -  THIRD
 RO0547  VERT ORDER  -  SECOND    CLASS I
 RO0547
 RO0547.The horizontal coordinates were established by classical geodetic methods
 RO0547.and adjusted by the National Geodetic Survey in March 1999..
 RO0547.No horizontal observational check was made to the station.
 RO0547
 RO0547.The orthometric height was determined by differential leveling
 RO0547.and adjusted by the National Geodetic Survey in June 1991..
 RO0547
 RO0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0547
 RO0547.The geoid height was determined by GEOID03.
 RO0547
 RO0547.The dynamic height is computed by dividing the NAVD 88
 RO0547.geopotential number by the normal gravity value computed on the
 RO0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0547.degrees latitude (g = 980.6199 gals.).
 RO0547
 RO0547.The modeled gravity was interpolated from observed gravity values.
 RO0547
 RO0547;                    North         East     Units Scale Factor Converg.
 RO0547;SPC MN C     -   261,511.770   698,284.531   MT  0.99992388   -0 57 27.7
 RO0547;UTM  15      - 5,146,766.221   302,305.356   MT  1.00008044   -1 51 57.5
 RO0547
 RO0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0547!SPC MN C     -   0.99993978  x   0.99992388  =   0.99986366
 RO0547!UTM  15      -   0.99993978  x   1.00008044  =   1.00002022
 RO0547
 RO0547                          SUPERSEDED SURVEY CONTROL
 RO0547
 RO0547  NAD 83(1996)-  46 26 43.78301(N)    095 34 26.05997(W) AD(       ) 3
 RO0547  NAD 83(1986)-  46 26 43.78326(N)    095 34 26.05683(W) AD(       ) 3
 RO0547  NAD 27      -  46 26 43.93143(N)    095 34 24.89991(W) AD(       ) 3
 RO0547  NGVD 29 (??/??/92)  410.658  (m)         1347.30   (f) ADJ UNCH    2 1
 RO0547
 RO0547.Superseded values are not recommended for survey control.
 RO0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0547.See file dsdata.txt to determine how the superseded data were derived.
 RO0547
 RO0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0230546766(NAD 83)
 RO0547_MARKER: DD = SURVEY DISK
 RO0547_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0547+WITH SETTING: INTO GROUND
 RO0547_STAMPING: 5621 AD 1975
 RO0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0547+STABILITY: SURFACE MOTION
 RO0547
 RO0547  HISTORY     - Date     Condition        Report By
 RO0547  HISTORY     - 1975     MONUMENTED       MNDT
 RO0547  HISTORY     - 1975     GOOD             MNDT
 RO0547
 RO0547                          STATION DESCRIPTION
 RO0547
 RO0547'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0547'THE STATION IS LOCATED SOUTH OF THE CITY OF PERHAM.
 RO0547'
 RO0547'THE STATION MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT
 RO0547'DISK STAMPED 5621 AD 1975, IS CRIMPED TO THE TOP OF A 5/8 INCH
 RO0547'DIAMETER BY 40 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN TO
 RO0547'REFUSAL.  THE DISK IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 RO0547'MARK IS 134.0 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE
 RO0547'OF TRUNK HIGHWAY 78, 0.15 MILE NORTH OF THE SOO LINE RAILROAD
 RO0547'CROSSING, 150.0 FEET SOUTH OF A RIGHT-OF-WAY MARKER AND SIGN,
 RO0547'AND 4.0 FEET SOUTHEAST OF POWER POLE NUMBER 15.
 RO0547
 RO0547                          STATION RECOVERY (1975)
 RO0547
 RO0547'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 RO0547'1.45 MI N FROM OTTER TAIL.
 RO0547'THE MARK IS LOCATED 1.45 MILES NORTHERLY ALONG TRUNK HIGHWAY 78 FROM
 RO0547'THE JUNCTION OF TRUNK HIGHWAYS 78 AND 108 (EAST) AT OTTER TAIL.  IT IS
 RO0547'ALSO 9.7 MILES SOUTH ALONG TRUNK HIGHWAY 78 FROM THE JUNCTION OF TRUNK
 RO0547'HIGHWAYS 10 AND 78 (SOUTH OF PERHAM) AND 7.95 MILES SOUTH OF THE
 RO0547'JUNCTION OF TRUNK HIGHWAYS 78 AND 108 (WEST).  IT IS AT TRUNK HIGHWAY
 RO0547'78 MILEPOINT 37.8.  IT IS 134.0 FEET EAST OF AND ABOUT LEVEL WITH THE
 RO0547'CENTERLINE OF TRUNK HIGHWAY 78, 0.15 MILE NORTH OF THE SOO LINE
 RO0547'RAILROAD CROSSING, 150.0 FEET SOUTH OF A RIGHT-OF-WAY MARKER AND SIGN,
 RO0547'AND 4.0 FEET SOUTHEAST OF POWER POLE NUMBER 15.  THE MARK, A STANDARD
 RO0547'VERTICAL CONTROL MONUMENT DISK (VCM), IS CRIMPED TO THE TOP OF 5/8
 RO0547'INCH DIAMETER BY 40 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL.
 RO0547'IT IS FLUSH WITH THE SURFACE OF THE GROUND AND IS 0.9 FOOT EAST OF A
 RO0547'STEEL WITNESS POST.  SE 1/4 SECTION 3, T 134N, R 39W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0561 ***********************************************************************
 RO0561  DESIGNATION -  5621 B
 RO0561  PID         -  RO0561
 RO0561  STATE/COUNTY-  MN/OTTER TAIL
 RO0561  USGS QUAD   -  OTTERTAIL (1973)
 RO0561
 RO0561                         *CURRENT SURVEY CONTROL
 RO0561  ___________________________________________________________________
 RO0561* NAD 83(1986)-  46 29 56.     (N)    095 34 31.     (W)     SCALED    
 RO0561* NAVD 88     -       408.362  (meters)    1339.77   (feet)  ADJUSTED  
 RO0561  ___________________________________________________________________
 RO0561  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 RO0561  DYNAMIC HT  -         408.375 (meters)    1339.81  (feet)  COMP
 RO0561  MODELED GRAV-     980,635.0   (mgal)                       NAVD 88
 RO0561
 RO0561  VERT ORDER  -  SECOND    CLASS I
 RO0561
 RO0561.The horizontal coordinates were scaled from a topographic map and have
 RO0561.an estimated accuracy of +/- 6 seconds.
 RO0561
 RO0561.The orthometric height was determined by differential leveling
 RO0561.and adjusted by the National Geodetic Survey in June 1991..
 RO0561
 RO0561.The geoid height was determined by GEOID03.
 RO0561
 RO0561.The dynamic height is computed by dividing the NAVD 88
 RO0561.geopotential number by the normal gravity value computed on the
 RO0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0561.degrees latitude (g = 980.6199 gals.).
 RO0561
 RO0561.The modeled gravity was interpolated from observed gravity values.
 RO0561
 RO0561;                    North         East    Units  Estimated Accuracy
 RO0561;SPC MN C     -   267,450.      698,280.      MT  (+/- 180 meters Scaled)
 RO0561
 RO0561                          SUPERSEDED SURVEY CONTROL
 RO0561
 RO0561  NGVD 29 (??/??/92)  408.121  (m)         1338.98   (f) ADJ UNCH    2 1
 RO0561
 RO0561.Superseded values are not recommended for survey control.
 RO0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0561.See file dsdata.txt to determine how the superseded data were derived.
 RO0561
 RO0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM023527(NAD 83)
 RO0561_MARKER: DD = SURVEY DISK
 RO0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0561_STAMPING: 5621 B 1975
 RO0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0561+STABILITY: SURFACE MOTION
 RO0561
 RO0561  HISTORY     - Date     Condition        Report By
 RO0561  HISTORY     - 1975     MONUMENTED       MNDT
 RO0561
 RO0561                          STATION DESCRIPTION
 RO0561
 RO0561'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0561'2.5 MI ESE FROM RICHVILLE.
 RO0561'THE MARK IS LOCATED 5.25 MILES NORTHERLY ALONG TRUNK HIGHWAY 78 FROM
 RO0561'ITS JUNCTION WITH TRUNK HIGHWAY 108 (EAST AT OTTER TAIL).  IT IS ALSO
 RO0561'5.9 MILES SOUTH ALONG TRUNK HIGHWAY 78 FROM THE JUNCTION OF TRUNK
 RO0561'HIGHWAYS 10 AND 78 (SOUTH OF PERHAM) AND 4.15 MILES SOUTH OF THE
 RO0561'JUNCTION OF TRUNK HIGHWAYS 78 AND 108 (WEST).  IT IS AT TRUNK HIGHWAY
 RO0561'78 MILEPOINT 41.5.  IT IS 75.2 FEET WEST OF AND ABOUT 2 FEET LOWER
 RO0561'THAN THE CENTERLINE OF TRUNK HIGHWAY 78, 70.3 FEET SOUTHWEST OF THE
 RO0561'SOUTH END OF AN 18 INCH CORRUGATED METAL CULVERT UNDER A FIELD
 RO0561'ENTRANCE (WEST), 80.0 FEET SOUTH OF THE CENTER OF SAID ENTRANCE, 21.0
 RO0561'FEET EAST OF A FENCE LINE, AND 6.2 FEET NORTHEAST OF A POWER POLE. THE
 RO0561'MARK IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT
 RO0561'PROJECTS 3 INCHES ABOVE THE GROUND AND IS 0.9 FEET EAST OF A STEEL
 RO0561'WITNESS POST.  SE 1/4 SECTION 15, T135N, R39W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0559 ***********************************************************************
 RO0559  DESIGNATION -  5621 B 1
 RO0559  PID         -  RO0559
 RO0559  STATE/COUNTY-  MN/OTTER TAIL
 RO0559  USGS QUAD   -  OTTERTAIL (1973)
 RO0559
 RO0559                         *CURRENT SURVEY CONTROL
 RO0559  ___________________________________________________________________
 RO0559* NAD 83(1996)-  46 29 34.38948(N)    095 34 31.86662(W)     ADJUSTED  
 RO0559* NAVD 88     -       411.717  (meters)    1350.77   (feet)  ADJUSTED  
 RO0559  ___________________________________________________________________
 RO0559  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 RO0559  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 RO0559  DYNAMIC HT  -         411.730 (meters)    1350.82  (feet)  COMP
 RO0559  MODELED GRAV-     980,633.3   (mgal)                       NAVD 88
 RO0559
 RO0559  HORZ ORDER  -  SECOND
 RO0559  VERT ORDER  -  SECOND    CLASS I
 RO0559
 RO0559.The horizontal coordinates were established by classical geodetic methods
 RO0559.and adjusted by the National Geodetic Survey in March 1999..
 RO0559
 RO0559.The orthometric height was determined by differential leveling
 RO0559.and adjusted by the National Geodetic Survey in June 1991..
 RO0559
 RO0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0559
 RO0559.The geoid height was determined by GEOID03.
 RO0559
 RO0559.The dynamic height is computed by dividing the NAVD 88
 RO0559.geopotential number by the normal gravity value computed on the
 RO0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0559.degrees latitude (g = 980.6199 gals.).
 RO0559
 RO0559.The modeled gravity was interpolated from observed gravity values.
 RO0559
 RO0559;                    North         East     Units Scale Factor Converg.
 RO0559;SPC MN C     -   266,780.669   698,248.791   MT  0.99992581   -0 57 31.9
 RO0559;UTM  15      - 5,152,035.843   302,353.216   MT  1.00008020   -1 52 06.9
 RO0559
 RO0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0559!SPC MN C     -   0.99993965  x   0.99992581  =   0.99986546
 RO0559!UTM  15      -   0.99993965  x   1.00008020  =   1.00001984
 RO0559
 RO0559|---------------------------------------------------------------------|
 RO0559| PID    Reference Object                     Distance      Geod. Az  |
 RO0559|                                                           dddmmss.s |
 RO0559| RO0560 RICHVILLE                           192.625 METERS 04249     |
 RO0559| RO0558 RICHVILLE RM 1                      155.287 METERS 12813     |
 RO0559|---------------------------------------------------------------------|
 RO0559
 RO0559                          SUPERSEDED SURVEY CONTROL
 RO0559
 RO0559  NAD 83(1996)-  46 29 34.38908(N)    095 34 31.86583(W) AD(       ) 2
 RO0559  NAD 83(1986)-  46 29 34.38913(N)    095 34 31.86508(W) AD(       ) 2
 RO0559  NAD 27      -  46 29 34.53835(N)    095 34 30.70767(W) AD(       ) 2
 RO0559  NGVD 29 (??/??/92)  411.476  (m)         1349.98   (f) ADJ UNCH    2 1
 RO0559
 RO0559.Superseded values are not recommended for survey control.
 RO0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0559.See file dsdata.txt to determine how the superseded data were derived.
 RO0559
 RO0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0235352036(NAD 83)
 RO0559_MARKER: DD = SURVEY DISK
 RO0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0559_STAMPING: 5621 B1
 RO0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0559+STABILITY: SURFACE MOTION
 RO0559
 RO0559  HISTORY     - Date     Condition        Report By
 RO0559  HISTORY     - 1975     MONUMENTED       MNDT
 RO0559  HISTORY     - 1975     GOOD             MNDT
 RO0559
 RO0559                          STATION DESCRIPTION
 RO0559
 RO0559'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0559'THE STATION MARK, A STANDARD MNHD BENCH MARK DISK STAMPED
 RO0559'5621 B1 1975, IS SET IN A PRECAST MAGNETIC CONCRETE MONUMENT AND
 RO0559'IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 70.5 FEET
 RO0559'WEST OF THE CENTERLINE OF TRUNK HIGHWAY 78, 52.0 FEET SOUTHWEST OF
 RO0559'THE SOUTH END OF AN 18 INCH CORRAGATED METAL PIPE, 27.8 FEET
 RO0559'SOUTH OF A POWER POLE WITH A GUY WIRE, 92.2 FEET FROM AN
 RO0559'UNDERGROUND CABLE MARKER, 0.05 MILE WEST-SOUTHWEST OF THE
 RO0559'TRIANGLE INN, AND 0.9 FOOT EAST OF A STEEL WITNESS POST.
 RO0559
 RO0559                          STATION RECOVERY (1975)
 RO0559
 RO0559'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 RO0559'2.6 MI ESE FROM RICHVILLE.
 RO0559'THE MARK IS LOCATED 4.85 MILES NORTHERLY ALONG TRUNK HIGHWAY 78 FROM
 RO0559'THE JUNCTION OF TRUNK HIGHWAYS 78 AND 108 (EAST) AT OTTER TRAIL.  IT S
 RO0559'ALSO LOCATED 6.3 MILES SOUTHERLY ALONG TRUNK HIGHWAY 78 FROM THE
 RO0559'JUNCTION OF TRUNK HIGHWAYS 10 AND 78 (SOUTH OF PERHAM), AND 4.55 MILES
 RO0559'SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 78 AND 108 (WEST).  IT IS AT
 RO0559'TRUNK HIGHWAY 78 MILEPOINT 41.1.  IT IS 70.5 FEET WEST OF AND ABOUT 5
 RO0559'FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 78, 55.0 FEET SOUTH
 RO0559'OF THE CENTER OF FARM ENTRANCE (WEST), 52.0 FEET SOUTHWEST OF SOUTH
 RO0559'END OF 18 INCH CORRUGATED METAL CULVERT UNDER SAID ENTRANCE, 92.2 FEET
 RO0559'SOUTH OF UNDERGROUND CABLE MARKER NUMBER 281 (INDEPENDANT TELEPHONE
 RO0559'COMPANY), 27.8 FEET SOUTH OF POWER POLE WITH GUY WIRES, AND ABOUT 0.1
 RO0559'MILE WEST-SOUTHWEST OF THE TRIANGLE INN.  THE MARK IS SET IN THE TOP
 RO0559'OF A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT IS FLUSH WITH THE
 RO0559'SURFACE OF THE GROUND AND IS 0.9 FOOT EAST OF A STEEL WITNESS POST. SE
 RO0559'1/4 SECTION 22, T135N, R39W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0625 ***********************************************************************
 RO0625  DESIGNATION -  5621 C
 RO0625  PID         -  RO0625
 RO0625  STATE/COUNTY-  MN/OTTER TAIL
 RO0625  USGS QUAD   -  PERHAM (1973)
 RO0625
 RO0625                         *CURRENT SURVEY CONTROL
 RO0625  ___________________________________________________________________
 RO0625* NAD 83(1996)-  46 30 22.03679(N)    095 34 25.69297(W)     ADJUSTED  
 RO0625* NAVD 88     -       411.223  (meters)    1349.15   (feet)  ADJUSTED  
 RO0625  ___________________________________________________________________
 RO0625  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 RO0625  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 RO0625  DYNAMIC HT  -         411.237 (meters)    1349.20  (feet)  COMP
 RO0625  MODELED GRAV-     980,636.9   (mgal)                       NAVD 88
 RO0625
 RO0625  HORZ ORDER  -  THIRD
 RO0625  VERT ORDER  -  SECOND    CLASS I
 RO0625
 RO0625.The horizontal coordinates were established by classical geodetic methods
 RO0625.and adjusted by the National Geodetic Survey in March 1999..
 RO0625.No horizontal observational check was made to the station.
 RO0625
 RO0625.The orthometric height was determined by differential leveling
 RO0625.and adjusted by the National Geodetic Survey in June 1991..
 RO0625
 RO0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0625
 RO0625.The geoid height was determined by GEOID03.
 RO0625
 RO0625.The dynamic height is computed by dividing the NAVD 88
 RO0625.geopotential number by the normal gravity value computed on the
 RO0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0625.degrees latitude (g = 980.6199 gals.).
 RO0625
 RO0625.The modeled gravity was interpolated from observed gravity values.
 RO0625
 RO0625;                    North         East     Units Scale Factor Converg.
 RO0625;SPC MN C     -   268,249.410   698,405.008   MT  0.99992648   -0 57 27.4
 RO0625;UTM  15      - 5,153,502.144   302,532.765   MT  1.00007932   -1 52 03.9
 RO0625
 RO0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0625!SPC MN C     -   0.99993972  x   0.99992648  =   0.99986621
 RO0625!UTM  15      -   0.99993972  x   1.00007932  =   1.00001904
 RO0625
 RO0625                          SUPERSEDED SURVEY CONTROL
 RO0625
 RO0625  NAD 83(1986)-  46 30 22.03644(N)    095 34 25.69215(W) AD(       ) 3
 RO0625  NAD 27      -  46 30 22.18645(N)    095 34 24.53491(W) AD(       ) 3
 RO0625  NGVD 29 (??/??/92)  410.982  (m)         1348.36   (f) ADJ UNCH    2 1
 RO0625
 RO0625.Superseded values are not recommended for survey control.
 RO0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0625.See file dsdata.txt to determine how the superseded data were derived.
 RO0625
 RO0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0253353502(NAD 83)
 RO0625_MARKER: DD = SURVEY DISK
 RO0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0625_STAMPING: 5621 C 1975
 RO0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0625+STABILITY: SURFACE MOTION
 RO0625
 RO0625  HISTORY     - Date     Condition        Report By
 RO0625  HISTORY     - 1975     MONUMENTED       MNDT
 RO0625  HISTORY     - 1975     GOOD             MNDT
 RO0625
 RO0625                          STATION DESCRIPTION
 RO0625
 RO0625'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0625'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF THE CITY OF PERHAM.
 RO0625'
 RO0625'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND
 RO0625'TRUNK HIGHWAY 78 GO SOUTH ON
 RO0625'TRUNK HIGHWAY 78 FOR 5.3 MILES TO THE STATION.
 RO0625'
 RO0625'THE STATION MARK, A STANDARD MNHD BENCH MARK DISK STAMPED
 RO0625'5621 C 1975, IS SET IN A PRECAST MAGNETIC CONCRETE MONUMENT AND
 RO0625'IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 70.6 FEET
 RO0625'EAST OF THE CENTERLINE OF TRUNK HIGHWAY 78, 43.5 FEET
 RO0625'EAST-NORTHEAST OF MILE POST 42, 27 FEET NORTH OF THE EXTENDED
 RO0625'CENTERLINE OF COUNTY ROAD 14 WEST, 60.0 FEET NORTH-NORTHWEST OF
 RO0625'A RIGHT-OF-WAY SIGN POST, 33.2 FEET SOUTH-SOUTHWEST OF A POWER
 RO0625'POLE, AND 0.9 FEET WEST OF A STEEL WITNESS POST.
 RO0625
 RO0625                          STATION RECOVERY (1975)
 RO0625
 RO0625'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 RO0625'2.4 MI E FROM RICHVILLE.
 RO0625'THE MARK IS LOCATED 5.55 MILES NORTHERLY ALONG TRUNK HIGHWAY 78 FROM
 RO0625'ITS JUNCTION WITH TRUNK HIGHWAY 108 (EAST).  IT IS ALSO 5.1 MILES
 RO0625'SOUTH ALONG TRUNK HIGHWAY 78 FROM THE JUNCTION OF TRUNK HIGHWAYS 10
 RO0625'AND 78 SOUTH OF PERHAM AND 3.5 MILES SOUTH OF THE JUNCTION OF TRUNK
 RO0625'HIGHWAYS 78 AND 108 (WEST).  IT IS 70.6 FEET EAST OF AND ABOUT LEVEL
 RO0625'WITH THE CENTERLINE OF TRUNK HIGHWAY 78, 27.0 FEET NORTH OF THE
 RO0625'EXTENDED CENTER OF COUNTY ROAD 14 (WEST TO RICHVILLE), 43.5 FEET
 RO0625'EAST-NORTHEAST OF TRUNK HIGHWAY 78 MILEPOST NUMBER 42, 60.0 FEET
 RO0625'NORTH-NORTHWEST OF A RIGHT-OF-WAY SIGN AND POST, AND 33.2 FEET
 RO0625'SOUTH-SOUTHWEST OF A POWER POLE.  THE MARK IS SET IN THE TOP OF A
 RO0625'PRECAST CONCRETE MONUMENT (MAGNETIC) THAT IS FLUSH WITH THE SURFACE OF
 RO0625'THE GROUND AND IS 0.9 FOOT WEST OF A STEEL WITNESS POST.  NW 1/4
 RO0625'SECTION 14, T 135N, R 39W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0628 ***********************************************************************
 RO0628  DESIGNATION -  5621 D
 RO0628  PID         -  RO0628
 RO0628  STATE/COUNTY-  MN/OTTER TAIL
 RO0628  USGS QUAD   -  PERHAM (1973)
 RO0628
 RO0628                         *CURRENT SURVEY CONTROL
 RO0628  ___________________________________________________________________
 RO0628* NAD 83(1996)-  46 31 13.75373(N)    095 34 26.65486(W)     ADJUSTED  
 RO0628* NAVD 88     -       417.399  (meters)    1369.42   (feet)  ADJUSTED  
 RO0628  ___________________________________________________________________
 RO0628  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 RO0628  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 RO0628  DYNAMIC HT  -         417.414 (meters)    1369.47  (feet)  COMP
 RO0628  MODELED GRAV-     980,636.9   (mgal)                       NAVD 88
 RO0628
 RO0628  HORZ ORDER  -  THIRD
 RO0628  VERT ORDER  -  SECOND    CLASS I
 RO0628
 RO0628.The horizontal coordinates were established by classical geodetic methods
 RO0628.and adjusted by the National Geodetic Survey in March 1999..
 RO0628.No horizontal observational check was made to the station.
 RO0628
 RO0628.The orthometric height was determined by differential leveling
 RO0628.and adjusted by the National Geodetic Survey in June 1991..
 RO0628
 RO0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0628
 RO0628.The geoid height was determined by GEOID03.
 RO0628
 RO0628.The dynamic height is computed by dividing the NAVD 88
 RO0628.geopotential number by the normal gravity value computed on the
 RO0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0628.degrees latitude (g = 980.6199 gals.).
 RO0628
 RO0628.The modeled gravity was interpolated from observed gravity values.
 RO0628
 RO0628;                    North         East     Units Scale Factor Converg.
 RO0628;SPC MN C     -   269,846.336   698,411.197   MT  0.99992726   -0 57 28.1
 RO0628;UTM  15      - 5,155,099.014   302,564.330   MT  1.00007917   -1 52 06.2
 RO0628
 RO0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0628!SPC MN C     -   0.99993876  x   0.99992726  =   0.99986602
 RO0628!UTM  15      -   0.99993876  x   1.00007917  =   1.00001792
 RO0628
 RO0628                          SUPERSEDED SURVEY CONTROL
 RO0628
 RO0628  NAD 83(1986)-  46 31 13.75332(N)    095 34 26.65468(W) AD(       ) 3
 RO0628  NAD 27      -  46 31 13.90343(N)    095 34 25.49760(W) AD(       ) 3
 RO0628  NGVD 29 (??/??/92)  417.157  (m)         1368.62   (f) ADJ UNCH    2 1
 RO0628
 RO0628.Superseded values are not recommended for survey control.
 RO0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0628.See file dsdata.txt to determine how the superseded data were derived.
 RO0628
 RO0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0256455099(NAD 83)
 RO0628_MARKER: DD = SURVEY DISK
 RO0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0628_STAMPING: 5621 D 1975
 RO0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0628+STABILITY: SURFACE MOTION
 RO0628
 RO0628  HISTORY     - Date     Condition        Report By
 RO0628  HISTORY     - 1975     MONUMENTED       MNDT
 RO0628  HISTORY     - 1975     GOOD             MNDT
 RO0628
 RO0628                          STATION DESCRIPTION
 RO0628
 RO0628'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0628'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF THE CITY OF PERHAM.
 RO0628'
 RO0628'THE STATION MARK, A STANDARD MNHD BENCH MARK DISK STAMPED
 RO0628'5621 D 1975, IS SET IN A PRECAST MAGNETIC CONCRETE MONUMENT AND
 RO0628'PROJECTS 0.2 FOOT.  THE MARK IS 73.4 FEET EAST OF THE CENTERLINE OF
 RO0628'TRUNK HIGHWAY 78, 50.4 FEET EAST-SOUTHEAST OF MILE POST 43, 34.0
 RO0628'FEET EAST OF THE NORTH END OF AN 18 INCH CORRAGATED METAL PIPE,
 RO0628'17 FEET NORTH OF THE CENTERLINE OF AN ENTRANCE, 3.5 FEET
 RO0628'NORTHWEST OF A POWER POLE, 3.0 FEET WEST OF A STEEL FENCE CORNER
 RO0628'POST, AND 2.4 FEET WEST OF A STEEL WITNESS POST.
 RO0628
 RO0628                          STATION RECOVERY (1975)
 RO0628
 RO0628'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 RO0628'2.6 MI ENE FROM RICHVILLE.
 RO0628'THE MARK IS LOCATED 0.3 MILES SOUTHWEST AND 0.55 MILES SOUTH ALONG
 RO0628'COUNTY ROAD 8 (THIRD AVENUE S.E. AND OLD TRUNK HIGHWAY 78) FROM THE
 RO0628'JUNCTION OF COUNTY ROAD 8 AND 80 (MAIN STREET AND OLD TRUNK HIGHWAY
 RO0628'10) IN PERHAM, TO THE JUNCTION OF TRUNK HIGHWAYS 10 AND 78 AND COUNTY
 RO0628'ROAD 8.  THENCE SOUTH ALONG TRUNK HIGHWAY 78 FOR 1.7 MILES TO JUNCTION
 RO0628'OF TRUNK HIGHWAY 108 (WEST).  THEN SOUTH ALONG TRUNK HIGHWAY 78 FOR
 RO0628'2.45 MILES.  IT IS 73.4 FEET EAST OF AND 1 FOOT LOWER THAN THE
 RO0628'CENTERLINE OF TRUNK HIGHWAY 78, 50.4 FEET EAST-SOUTHEAST OF TRUNK
 RO0628'HIGHWAY 78 MILEPOST 43, ABOUT 0.05 MILES NORTH OF MNHD HORIZONTAL
 RO0628'CONTROL MONUMENT DOLL, 34.0 FEET EAST OF THE NORTH END OF AN 18 INCH
 RO0628'CORRUGATED METAL CULVERT UNDER DRIVEWAY EAST, 17.0 FEET NORTH OF THE
 RO0628'CENTER OF A POWER POLE AND 3.0 FEET WEST OF A STEEL CORNER FENCE POST.
 RO0628'THE MARK IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC)
 RO0628'THAT PROJECTS 2 INCHES ABOVE THE GROUND AND IS 2.4 FEET WEST OF A
 RO0628'STEEL WITNESS POST.  NW 1/4 SECTION 11, T 135, R 39W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0630 ***********************************************************************
 RO0630  DESIGNATION -  5621 F
 RO0630  PID         -  RO0630
 RO0630  STATE/COUNTY-  MN/OTTER TAIL
 RO0630  USGS QUAD   -  PERHAM (1973)
 RO0630
 RO0630                         *CURRENT SURVEY CONTROL
 RO0630  ___________________________________________________________________
 RO0630* NAD 83(1986)-  46 32 30.     (N)    095 34 25.     (W)     SCALED    
 RO0630* NAVD 88     -       424.417  (meters)    1392.44   (feet)  ADJUSTED  
 RO0630  ___________________________________________________________________
 RO0630  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 RO0630  DYNAMIC HT  -         424.431 (meters)    1392.49  (feet)  COMP
 RO0630  MODELED GRAV-     980,634.7   (mgal)                       NAVD 88
 RO0630
 RO0630  VERT ORDER  -  SECOND    CLASS I
 RO0630
 RO0630.The horizontal coordinates were scaled from a topographic map and have
 RO0630.an estimated accuracy of +/- 6 seconds.
 RO0630
 RO0630.The orthometric height was determined by differential leveling
 RO0630.and adjusted by the National Geodetic Survey in June 1991..
 RO0630
 RO0630.The geoid height was determined by GEOID03.
 RO0630
 RO0630.The dynamic height is computed by dividing the NAVD 88
 RO0630.geopotential number by the normal gravity value computed on the
 RO0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0630.degrees latitude (g = 980.6199 gals.).
 RO0630
 RO0630.The modeled gravity was interpolated from observed gravity values.
 RO0630
 RO0630;                    North         East    Units  Estimated Accuracy
 RO0630;SPC MN C     -   272,200.      698,490.      MT  (+/- 180 meters Scaled)
 RO0630
 RO0630                          SUPERSEDED SURVEY CONTROL
 RO0630
 RO0630  NGVD 29 (??/??/92)  424.173  (m)         1391.64   (f) ADJ UNCH    2 1
 RO0630
 RO0630.Superseded values are not recommended for survey control.
 RO0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0630.See file dsdata.txt to determine how the superseded data were derived.
 RO0630
 RO0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM026574(NAD 83)
 RO0630_MARKER: DD = SURVEY DISK
 RO0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0630_STAMPING: 5621 F 1975
 RO0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0630+STABILITY: SURFACE MOTION
 RO0630
 RO0630  HISTORY     - Date     Condition        Report By
 RO0630  HISTORY     - 1975     MONUMENTED       MNDT
 RO0630  HISTORY     - 1973     MARK NOT FOUND   USGS
 RO0630
 RO0630                          STATION DESCRIPTION
 RO0630
 RO0630'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0630'2.4 MI NE FROM RICHVILLE.
 RO0630'THE MARK IS LOCATED 0.3 MILES SOUTHWEST AND 0.55 MILES SOUTH ALONG
 RO0630'COUNTY ROAD 8 (THIRD AVENUE S.E. AND OLD TRUNK HIGHWAY 78) FROM THE
 RO0630'JUNCTION OF COUNTY ROADS 8 AND 80 (MAIN STREET AND OLD TRUNK HIGHWAY
 RO0630'10) IN PERHAM TO THE JUNCTION OF TRUNK HIGHWAYS 10 AND 78 AND COUNTY
 RO0630'ROAD 8.  THENCE CONTINUE SOUTH ON TRUNK HIGHWAY 78 FOR 1.7 MILES TO
 RO0630'THE JUNCTION OF TRUNK HIGHWAY 108 (WEST).  THENCE CONTINUE SOUTH ON
 RO0630'TRUNK HIGHWAY 78 FOR 1.0 MILE.  IT IS AT TRUNK HIGHWAY 78 MILEPOINT
 RO0630'44.5.  IT IS 70.1 FEET EAST OF AND ABOUT 1 FOOT LOWER THAN THE
 RO0630'CENTERLINE OF TRUNK HIGHWAY 78, 40.0 FEET SOUTH OF THE CENTER OF A
 RO0630'TOWNSHIP ROAD (EAST), AND 6.8 FEET SOUTHWEST OF A POWER POLE (WITH GUY
 RO0630'WIRE).  THE MARK IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT
 RO0630'(MAGNETIC) WHICH IS BURIED 1 INCH BELOW THE SURFACE OF THE GROUND AND
 RO0630'IS 1.0 FOOT WEST OF A STEEL WITNESS POST.  NW 1/4 SECTION 2, T 135N, R
 RO0630'39W.
 RO0630
 RO0630                          STATION RECOVERY (1973)
 RO0630
 RO0630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 RO0630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0631 ***********************************************************************
 RO0631  DESIGNATION -  5621 G
 RO0631  PID         -  RO0631
 RO0631  STATE/COUNTY-  MN/OTTER TAIL
 RO0631  USGS QUAD   -  PERHAM (1973)
 RO0631
 RO0631                         *CURRENT SURVEY CONTROL
 RO0631  ___________________________________________________________________
 RO0631* NAD 83(1996)-  46 32 58.09962(N)    095 34 26.79957(W)     ADJUSTED  
 RO0631* NAVD 88     -       429.379  (meters)    1408.72   (feet)  ADJUSTED  
 RO0631  ___________________________________________________________________
 RO0631  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 RO0631  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 RO0631  DYNAMIC HT  -         429.394 (meters)    1408.77  (feet)  COMP
 RO0631  MODELED GRAV-     980,634.4   (mgal)                       NAVD 88
 RO0631
 RO0631  HORZ ORDER  -  THIRD
 RO0631  VERT ORDER  -  SECOND    CLASS I
 RO0631
 RO0631.The horizontal coordinates were established by classical geodetic methods
 RO0631.and adjusted by the National Geodetic Survey in March 1999..
 RO0631.No horizontal observational check was made to the station.
 RO0631
 RO0631.The orthometric height was determined by differential leveling
 RO0631.and adjusted by the National Geodetic Survey in June 1991..
 RO0631
 RO0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0631
 RO0631.The geoid height was determined by GEOID03.
 RO0631
 RO0631.The dynamic height is computed by dividing the NAVD 88
 RO0631.geopotential number by the normal gravity value computed on the
 RO0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0631.degrees latitude (g = 980.6199 gals.).
 RO0631
 RO0631.The modeled gravity was interpolated from observed gravity values.
 RO0631
 RO0631;                    North         East     Units Scale Factor Converg.
 RO0631;SPC MN C     -   273,067.727   698,461.971   MT  0.99992902   -0 57 28.2
 RO0631;UTM  15      - 5,158,319.675   302,666.333   MT  1.00007867   -1 52 09.6
 RO0631
 RO0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0631!SPC MN C     -   0.99993688  x   0.99992902  =   0.99986591
 RO0631!UTM  15      -   0.99993688  x   1.00007867  =   1.00001555
 RO0631
 RO0631                          SUPERSEDED SURVEY CONTROL
 RO0631
 RO0631  NAD 83(1986)-  46 32 58.09910(N)    095 34 26.80067(W) AD(       ) 3
 RO0631  NAD 27      -  46 32 58.25012(N)    095 34 25.64403(W) AD(       ) 3
 RO0631  NGVD 29 (??/??/92)  429.135  (m)         1407.92   (f) ADJ UNCH    2 1
 RO0631
 RO0631.Superseded values are not recommended for survey control.
 RO0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0631.See file dsdata.txt to determine how the superseded data were derived.
 RO0631
 RO0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0266658320(NAD 83)
 RO0631_MARKER: DD = SURVEY DISK
 RO0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0631_STAMPING: 5621 G 1975
 RO0631_MARK LOGO: MNHD  
 RO0631_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RO0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0631+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2001
 RO0631
 RO0631  HISTORY     - Date     Condition        Report By
 RO0631  HISTORY     - 1975     MONUMENTED       MNHD
 RO0631  HISTORY     - 1973     MARK NOT FOUND   USGS
 RO0631  HISTORY     - 1975     GOOD             MNDT
 RO0631  HISTORY     - 20010924 GOOD             MNDT
 RO0631
 RO0631                          STATION DESCRIPTION
 RO0631
 RO0631'DESCRIBED BY MN HIGHWAY DEPT 1975
 RO0631'THE STATION IS LOCATED SOUTH OF THE CITY OF PERHAM.
 RO0631'
 RO0631'THE STATION MARK IS A STANDARD MNHD BENCH MARK DISK STAMPED 5621
 RO0631'G 1975, IS SET IN A PRECAST MAGNETIC CONCRETE MONUMENT IS IS
 RO0631'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 70.0 FEET EAST
 RO0631'OF THE CENTERLINE OF TRUNK HIGHWAY 78, 50.0 FEET EAST-SOUTHEAST OF
 RO0631'TRUNK HIGHWAY 78 MILEPOST 45, 20.2 FEET EAST OF THE NORTH END OF
 RO0631'AN 18 INCH CORRUGATED METAL PIPE, 16 FEET NORTH OF THE CENTERLINE
 RO0631'OF AN ENTRANCE, AND 0.8 FOOT WEST OF A STEEL WITNESS POST.
 RO0631
 RO0631                          STATION RECOVERY (1973)
 RO0631
 RO0631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 RO0631'MARK NOT FOUND.
 RO0631
 RO0631                          STATION RECOVERY (1975)
 RO0631
 RO0631'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 RO0631'3.05 MI S FROM PERHAM.
 RO0631'THE MARK IS LOCATED 0.3 MILE SOUTHWEST AND 0.55 MILES SOUTH ALONG
 RO0631'COUNTY ROAD 8 (THIRD AVENUE S.E. AND OLD TRUNK HIGHWAY 78) FROM THE
 RO0631'JUNCTION OF COUNTY ROADS 8 AND 80 (MAIN STREET AND OLD TRUNK HIGHWAY
 RO0631'10) IN PERHAM, TO THE JUNCTION OF TRUNK HIGHWAYS 10 AND 78 AND COUNTY
 RO0631'ROAD 8.  THENCE SOUTH ALONG TRUNK HIGHWAY 78 FOR 1.7 MILES TO THE
 RO0631'JUNCTION OF TRUNK HIGHWAY 108 (WEST).  THENCE CONTINUE SOUTH ALONG
 RO0631'TRUNK HIGHWAY 78 FOR 0.5 MILE.  IT IS 70.0 FEET EAST OF AND 2 FEET
 RO0631'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 78, 50.0 FEET
 RO0631'EAST-SOUTHEAST OF TRUNK HIGHWAY 78 MILEPOST NUMBER 45, 16.0 FEET NORTH
 RO0631'OF THE CENTER OF ENTRANCE EAST, AND 20.0 FEET EAST OF THE NORTHEND OF
 RO0631'AN 18 INCH CORRUGATED METAL CULVERT UNDER SAID ENTRANCE. THE MARK IS
 RO0631'SET IN THE TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT IS FLUSH
 RO0631'WITH THE GROUND AND IS 0.8 FOOT WEST OF A STEEL WITNESS POST. NW 1/4
 RO0631'SECTION 35, T 136N, R 39W.
 RO0631
 RO0631                          STATION RECOVERY (2001)
 RO0631
 RO0631'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 RO0631'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 RO0631'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0632 ***********************************************************************
 RO0632  DESIGNATION -  5621 H
 RO0632  PID         -  RO0632
 RO0632  STATE/COUNTY-  MN/OTTER TAIL
 RO0632  USGS QUAD   -  PERHAM (1973)
 RO0632
 RO0632                         *CURRENT SURVEY CONTROL
 RO0632  ___________________________________________________________________
 RO0632* NAD 83(1996)-  46 33 23.35421(N)    095 34 26.44571(W)     ADJUSTED  
 RO0632* NAVD 88     -       435.108  (meters)    1427.52   (feet)  ADJUSTED  
 RO0632  ___________________________________________________________________
 RO0632  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 RO0632  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 RO0632  DYNAMIC HT  -         435.123 (meters)    1427.57  (feet)  COMP
 RO0632  MODELED GRAV-     980,634.7   (mgal)                       NAVD 88
 RO0632
 RO0632  HORZ ORDER  -  THIRD
 RO0632  VERT ORDER  -  SECOND    CLASS I
 RO0632
 RO0632.The horizontal coordinates were established by classical geodetic methods
 RO0632.and adjusted by the National Geodetic Survey in March 1999..
 RO0632.No horizontal observational check was made to the station.
 RO0632
 RO0632.The orthometric height was determined by differential leveling
 RO0632.and adjusted by the National Geodetic Survey in June 1991..
 RO0632
 RO0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0632
 RO0632.The geoid height was determined by GEOID03.
 RO0632
 RO0632.The dynamic height is computed by dividing the NAVD 88
 RO0632.geopotential number by the normal gravity value computed on the
 RO0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0632.degrees latitude (g = 980.6199 gals.).
 RO0632
 RO0632.The modeled gravity was interpolated from observed gravity values.
 RO0632
 RO0632;                    North         East     Units Scale Factor Converg.
 RO0632;SPC MN C     -   273,847.257   698,482.542   MT  0.99992949   -0 57 28.0
 RO0632;UTM  15      - 5,159,098.896   302,699.308   MT  1.00007851   -1 52 10.1
 RO0632
 RO0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0632!SPC MN C     -   0.99993598  x   0.99992949  =   0.99986548
 RO0632!UTM  15      -   0.99993598  x   1.00007851  =   1.00001449
 RO0632
 RO0632                          SUPERSEDED SURVEY CONTROL
 RO0632
 RO0632  NAD 83(1986)-  46 33 23.35364(N)    095 34 26.44709(W) AD(       ) 3
 RO0632  NAD 27      -  46 33 23.50471(N)    095 34 25.29067(W) AD(       ) 3
 RO0632  NGVD 29 (??/??/92)  434.863  (m)         1426.71   (f) ADJ UNCH    2 1
 RO0632
 RO0632.Superseded values are not recommended for survey control.
 RO0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0632.See file dsdata.txt to determine how the superseded data were derived.
 RO0632
 RO0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0269959099(NAD 83)
 RO0632_MARKER: DD = SURVEY DISK
 RO0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0632_STAMPING: 5621 H 1975
 RO0632_MARK LOGO: MNHD  
 RO0632_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RO0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0632+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2001
 RO0632
 RO0632  HISTORY     - Date     Condition        Report By
 RO0632  HISTORY     - 1975     MONUMENTED       MNHD
 RO0632  HISTORY     - 1973     MARK NOT FOUND   USGS
 RO0632  HISTORY     - 1975     GOOD             MNDT
 RO0632  HISTORY     - 20010924 GOOD             MNDT
 RO0632
 RO0632                          STATION DESCRIPTION
 RO0632
 RO0632'DESCRIBED BY MN HIGHWAY DEPT 1975
 RO0632'THE STATION IS LOCATED SOUTH OF THE CITY OF PERHAM.
 RO0632'
 RO0632'THE STATION MARK IS A STANDARD MNHD BENCH MARK DISK STAMPED
 RO0632'5621 H 1975, IS SET IN A PRECAST MAGNETIC MONUMENT AND IS FLUSH WITH
 RO0632'THE SURFACE OF THE GROUND.  THE MARK IS 70.0 FEET EAST OF THE
 RO0632'CENTERLINE OF TRUNK HIGHWAY 78, 56 FEET SOUTH OF A POWER POLE
 RO0632'WITH A GUY WIRE, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.
 RO0632
 RO0632                          STATION RECOVERY (1973)
 RO0632
 RO0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 RO0632'MARK NOT FOUND.
 RO0632
 RO0632                          STATION RECOVERY (1975)
 RO0632
 RO0632'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 RO0632'2.55 MI S FROM PERHAM.
 RO0632'THE MARK IS LOCATED 0.3 MILE SOUTHWEST AND 0.55 MILES SOUTH ALONG
 RO0632'COUNTY ROAD 8 (THIRD AVENUE S.E. AND OLD TRUNK HIGHWAY 78) FROM THE
 RO0632'JUNCTION OF COUNTY ROADS 8 AND 80 (MAIN STREET AND OLD TRUNK HIGHWAY
 RO0632'10) IN PERHAM, TO THE JUNCTION OF TRUNK HIGHWAYS 10 AND 78 AND COUNTY
 RO0632'ROAD 8.  THENCE SOUTH ON TRUNK HIGHWAY 78 FOR 1.7 MILES TO THE
 RO0632'JUNCTION OF TRUNK HIGHWAY 108 (WEST).  IT IS AT TRUNK HIGHWAY
 RO0632'MILEPOINT 45.5.  IT IS 70.0 FEET EAST OF AND ABOUT 2 FEET LOWER THAN
 RO0632'THE CENTERLINE OF TRUNK HIGHWAY 78, 66.4 FEET SOUTH-SOUTHEAST OF MNHD
 RO0632'HORIZONTAL CONTROL STATION DENT, 56.0 FEET SOUTH OF THE CENTER OF AN
 RO0632'ENTRANCE, AND 5.8 FEET SOUTHWEST OF A POWER POLE WITH A GUY WIRE. THE
 RO0632'MARK IS SET IN THE TOP OF A CONCRETE MONUMENT (MAGNETIC) THAT IS FLUSH
 RO0632'WITH THE GROUND AND IS 1.0 FEET WEST OF A STEEL WITNESS POST. NW 1/4
 RO0632'SECTION 35, T 136N, R 39W.
 RO0632
 RO0632                          STATION RECOVERY (2001)
 RO0632
 RO0632'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 RO0632'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 RO0632'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0635 ***********************************************************************
 RO0635  DESIGNATION -  5621 J
 RO0635  PID         -  RO0635
 RO0635  STATE/COUNTY-  MN/OTTER TAIL
 RO0635  USGS QUAD   -  PERHAM (1973)
 RO0635
 RO0635                         *CURRENT SURVEY CONTROL
 RO0635  ___________________________________________________________________
 RO0635* NAD 83(1996)-  46 34 17.35836(N)    095 34 27.09478(W)     ADJUSTED  
 RO0635* NAVD 88     -       412.634  (meters)    1353.78   (feet)  ADJUSTED  
 RO0635  ___________________________________________________________________
 RO0635  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 RO0635  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 RO0635  DYNAMIC HT  -         412.649 (meters)    1353.83  (feet)  COMP
 RO0635  MODELED GRAV-     980,637.5   (mgal)                       NAVD 88
 RO0635
 RO0635  HORZ ORDER  -  THIRD
 RO0635  VERT ORDER  -  SECOND    CLASS I
 RO0635
 RO0635.The horizontal coordinates were established by classical geodetic methods
 RO0635.and adjusted by the National Geodetic Survey in March 1999..
 RO0635.No horizontal observational check was made to the station.
 RO0635
 RO0635.The orthometric height was determined by differential leveling
 RO0635.and adjusted by the National Geodetic Survey in June 1991..
 RO0635
 RO0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0635
 RO0635.The geoid height was determined by GEOID03.
 RO0635
 RO0635.The dynamic height is computed by dividing the NAVD 88
 RO0635.geopotential number by the normal gravity value computed on the
 RO0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0635.degrees latitude (g = 980.6199 gals.).
 RO0635
 RO0635.The modeled gravity was interpolated from observed gravity values.
 RO0635
 RO0635;                    North         East     Units Scale Factor Converg.
 RO0635;SPC MN C     -   275,514.701   698,496.595   MT  0.99993053   -0 57 28.5
 RO0635;UTM  15      - 5,160,766.153   302,739.904   MT  1.00007831   -1 52 12.2
 RO0635
 RO0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0635!SPC MN C     -   0.99993950  x   0.99993053  =   0.99987004
 RO0635!UTM  15      -   0.99993950  x   1.00007831  =   1.00001781
 RO0635
 RO0635                          SUPERSEDED SURVEY CONTROL
 RO0635
 RO0635  NAD 83(1986)-  46 34 17.35770(N)    095 34 27.09673(W) AD(       ) 3
 RO0635  NAD 27      -  46 34 17.50957(N)    095 34 25.94075(W) AD(       ) 3
 RO0635  NGVD 29 (??/??/92)  412.389  (m)         1352.98   (f) ADJ UNCH    2 1
 RO0635
 RO0635.Superseded values are not recommended for survey control.
 RO0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0635.See file dsdata.txt to determine how the superseded data were derived.
 RO0635
 RO0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0274060766(NAD 83)
 RO0635_MARKER: DD = SURVEY DISK
 RO0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0635_STAMPING: 5621 J 1975
 RO0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0635+STABILITY: SURFACE MOTION
 RO0635
 RO0635  HISTORY     - Date     Condition        Report By
 RO0635  HISTORY     - 1975     MONUMENTED       MNDT
 RO0635  HISTORY     - 1975     GOOD             MNDT
 RO0635
 RO0635                          STATION DESCRIPTION
 RO0635
 RO0635'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0635'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTH OF THE CITY OF
 RO0635'PERHAM.
 RO0635'
 RO0635'THE STATION MARK, A STANDARD MNHD BENCH MARK DISK STAMPED
 RO0635'5621 J 1975, IS SET IN A PRECAST MAGNETIC MONUMENT AND IS FLUSH
 RO0635'WITH THE SURFACE OF THE GROUND.  THE MARK IS 71.2 FEET EAST OF THE
 RO0635'CENTERLINE OF TRUNK HIGHWAY 78, AT TRUNK HIGHWAY 78 MILEPOINT
 RO0635'46.5, 121 FEET NORTH OF AN EAST-WEST TOWNSHIP ROAD, 4.0 FEET WEST
 RO0635'OF A RIGHT-OF-WAY SIGN POST, AND 0.7 FOOT WEST OF A STEEL
 RO0635'WITNESS POST.
 RO0635
 RO0635                          STATION RECOVERY (1975)
 RO0635
 RO0635'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 RO0635'1.55 MI S FROM PERHAM.
 RO0635'THE MARK IS LOCATED 0.3 MILE SOUTHWEST AND 0.55 MILES SOUTH ALONG
 RO0635'COUNTY ROAD 80 (THIRD AVENUE SE AND OLD TRUNK HIGHWAY 78) FROM THE
 RO0635'JUNCTION OF COUNTY ROADS 8 AND 80 (MAIN STREET AND OLD TRUNK HIGHWAY
 RO0635'10) IN PERHAM, TO THE JUNCTION OF TRUNK HIGHWAYS 10 AND 78 AND COUNTY
 RO0635'ROAD 8.  THENCE SOUTH ALONG TRUNK HIGHWAY 78 FOR 0.7 MILE (TRUNK
 RO0635'HIGHWAY 78 MILEPOINT 46.50).  IT IS 1.0 MILE NORTH OF THE JUNCTION OF
 RO0635'TRUNK HIGHWAY 78 AND TRUNK HIGHWAY 108 (WEST).  IT IS 71.2 FEET EAST
 RO0635'OF AND ABOUT 8 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 78,
 RO0635'121.0 FEET NORTH OF THE CENTER OF AN EAST-WEST TOWNSHIP ROAD, AND 4.0
 RO0635'FEET WEST OF A RIGHT-OF-WAY SIGN AND POST.  THE MARK IS SET IN THE TOP
 RO0635'OF A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT IS 0.7 FOOT WEST OF A
 RO0635'STEEL WITNESS POST.  SW 1/4 SECTION 23, T 136N, R 39W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0643 ***********************************************************************
 RO0643  DESIGNATION -  5621 K
 RO0643  PID         -  RO0643
 RO0643  STATE/COUNTY-  MN/OTTER TAIL
 RO0643  USGS QUAD   -  PERHAM (1973)
 RO0643
 RO0643                         *CURRENT SURVEY CONTROL
 RO0643  ___________________________________________________________________
 RO0643* NAD 83(1986)-  46 35 12.     (N)    095 34 25.     (W)     SCALED    
 RO0643* NAVD 88     -       416.357  (meters)    1366.00   (feet)  ADJUSTED  
 RO0643  ___________________________________________________________________
 RO0643  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 RO0643  DYNAMIC HT  -         416.373 (meters)    1366.05  (feet)  COMP
 RO0643  MODELED GRAV-     980,642.0   (mgal)                       NAVD 88
 RO0643
 RO0643  VERT ORDER  -  SECOND    CLASS I
 RO0643
 RO0643.The horizontal coordinates were scaled from a topographic map and have
 RO0643.an estimated accuracy of +/- 6 seconds.
 RO0643
 RO0643.The orthometric height was determined by differential leveling
 RO0643.and adjusted by the National Geodetic Survey in June 1991..
 RO0643
 RO0643.The geoid height was determined by GEOID03.
 RO0643
 RO0643.The dynamic height is computed by dividing the NAVD 88
 RO0643.geopotential number by the normal gravity value computed on the
 RO0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0643.degrees latitude (g = 980.6199 gals.).
 RO0643
 RO0643.The modeled gravity was interpolated from observed gravity values.
 RO0643
 RO0643;                    North         East    Units  Estimated Accuracy
 RO0643;SPC MN C     -   277,200.      698,570.      MT  (+/- 180 meters Scaled)
 RO0643
 RO0643                          SUPERSEDED SURVEY CONTROL
 RO0643
 RO0643  NGVD 29 (??/??/92)  416.113  (m)         1365.20   (f) ADJ UNCH    2 1
 RO0643
 RO0643.Superseded values are not recommended for survey control.
 RO0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0643.See file dsdata.txt to determine how the superseded data were derived.
 RO0643
 RO0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM028624(NAD 83)
 RO0643_MARKER: DD = SURVEY DISK
 RO0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0643_STAMPING: 5621 K 1975
 RO0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0643+STABILITY: SURFACE MOTION
 RO0643
 RO0643  HISTORY     - Date     Condition        Report By
 RO0643  HISTORY     - 1975     MONUMENTED       MNDT
 RO0643
 RO0643                          STATION DESCRIPTION
 RO0643
 RO0643'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0643'0.55 MI SSW FROM PERHAM.
 RO0643'THE MARK IS LOCATED 0.55 MILE SOUTHWEST AND SOUTH ALONG COUNTY ROAD 8
 RO0643'(THIRD AVE. SE) FROM THE JUNCTION OF COUNTY ROAD 8 AND COUNTY ROAD 80
 RO0643'(MAIN STREET).  THIRD AVE. SE WAS OLD TRUNK HIGHWAY 78 AND MAIN STREET
 RO0643'WAS OLD TRUNK HIGHWAY 10.  IT IS ALSO 0.3 MILE NORTH ALONG COUNTY ROAD
 RO0643'8 FROM THE JUNCTION OF TRUNK HIGHWAY 10 (NORTHWEST-SOUTHEAST), TRUNK
 RO0643'HIGHWAY 78 (SOUTH) AND COUNTY ROAD 8 (NORTH). IT IS 53.4 FEET EAST OF
 RO0643'THE CENTER OF COUNTY ROAD 8, 45.0 FEET NORTH OF A EAST-WEST STREET,
 RO0643'54.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CHAINLINK FENCE
 RO0643'AROUND A NATURAL GAS PUMP STATION, 16.0 FEET SOUTHWEST OF A 6 INCH
 RO0643'SPRUCE TREE, AND 8.5 FEET NORTH-NORTHWEST OF A POWER POLE. THE MARK IS
 RO0643'SET IN THE TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT IS FLUSH
 RO0643'WITH THE GROUND AND 0.9 FOOT WEST OF A STEEL WITNESS POST. SW 1/4
 RO0643'SECTION 14, T 136N, R 39W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9851 ***********************************************************************
 DG9851  DESIGNATION -  5623 A
 DG9851  PID         -  DG9851
 DG9851  STATE/COUNTY-  MN/OTTER TAIL
 DG9851  USGS QUAD   -  LAKE LIDA (1973)
 DG9851
 DG9851                         *CURRENT SURVEY CONTROL
 DG9851  ___________________________________________________________________
 DG9851* NAD 83(1986)-  46 33 06.     (N)    095 59 15.     (W)     SCALED    
 DG9851* NAVD 88     -       403.130  (meters)    1322.60   (feet)  ADJUSTED  
 DG9851  ___________________________________________________________________
 DG9851  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DG9851  DYNAMIC HT  -         403.141 (meters)    1322.64  (feet)  COMP
 DG9851  MODELED GRAV-     980,627.6   (mgal)                       NAVD 88
 DG9851
 DG9851  VERT ORDER  -  SECOND    CLASS I
 DG9851
 DG9851.The horizontal coordinates were scaled from a topographic map and have
 DG9851.an estimated accuracy of +/- 6 seconds.
 DG9851
 DG9851.The orthometric height was determined by differential leveling
 DG9851.and adjusted by the National Geodetic Survey in March 2006..
 DG9851
 DG9851.The geoid height was determined by GEOID03.
 DG9851
 DG9851.The dynamic height is computed by dividing the NAVD 88
 DG9851.geopotential number by the normal gravity value computed on the
 DG9851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9851.degrees latitude (g = 980.6199 gals.).
 DG9851
 DG9851.The modeled gravity was interpolated from observed gravity values.
 DG9851
 DG9851;                    North         East    Units  Estimated Accuracy
 DG9851;SPC MN C     -   273,920.      666,770.      MT  (+/- 180 meters Scaled)
 DG9851
 DG9851                          SUPERSEDED SURVEY CONTROL
 DG9851
 DG9851.No superseded survey control is available for this station.
 DG9851
 DG9851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM709596(NAD 83)
 DG9851_MARKER: DB = BENCH MARK DISK
 DG9851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG9851_SP_SET: BOX CULVERT
 DG9851_STAMPING: 5623 A 1962
 DG9851_MARK LOGO: MNHD  
 DG9851_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9851+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2001
 DG9851
 DG9851  HISTORY     - Date     Condition        Report By
 DG9851  HISTORY     - 1962     MONUMENTED       MNHD
 DG9851  HISTORY     - 20010911 GOOD             MNDT
 DG9851
 DG9851                          STATION DESCRIPTION
 DG9851
 DG9851'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG9851'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.8 MI (7.7 KM)
 DG9851'ESE OF PELICAN RAPIDS, 5.3 MI (8.5 KM) EAST ALONG TH 108 FROM JCT OF
 DG9851'TH 108 AND TH 59 IN PELICAN RAPIDS, AT TH 108 MP 17.95, 23 FT (7.0 M)
 DG9851'SOUTH OF TH 108, IN SE COR OF TH 108 BOX CULVERT NO 8936 AT STONEY
 DG9851'BAR, AND NOT SUITABLE FOR GPS.  THE DISK IS MARKED UP BUT IS READABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9826 ***********************************************************************
 DG9826  DESIGNATION -  5623 AA
 DG9826  PID         -  DG9826
 DG9826  STATE/COUNTY-  MN/OTTER TAIL
 DG9826  USGS QUAD   -  LAKE LIDA (1973)
 DG9826
 DG9826                         *CURRENT SURVEY CONTROL
 DG9826  ___________________________________________________________________
 DG9826* NAD 83(1986)-  46 33 00.     (N)    095 57 45.     (W)     SCALED    
 DG9826* NAVD 88     -       415.978  (meters)    1364.75   (feet)  ADJUSTED  
 DG9826  ___________________________________________________________________
 DG9826  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DG9826  DYNAMIC HT  -         415.989 (meters)    1364.79  (feet)  COMP
 DG9826  MODELED GRAV-     980,628.8   (mgal)                       NAVD 88
 DG9826
 DG9826  VERT ORDER  -  SECOND    CLASS I
 DG9826
 DG9826.The horizontal coordinates were scaled from a topographic map and have
 DG9826.an estimated accuracy of +/- 6 seconds.
 DG9826
 DG9826.The orthometric height was determined by differential leveling
 DG9826.and adjusted by the National Geodetic Survey in March 2006..
 DG9826
 DG9826.The geoid height was determined by GEOID03.
 DG9826
 DG9826.The dynamic height is computed by dividing the NAVD 88
 DG9826.geopotential number by the normal gravity value computed on the
 DG9826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9826.degrees latitude (g = 980.6199 gals.).
 DG9826
 DG9826.The modeled gravity was interpolated from observed gravity values.
 DG9826
 DG9826;                    North         East    Units  Estimated Accuracy
 DG9826;SPC MN C     -   273,700.      668,680.      MT  (+/- 180 meters Scaled)
 DG9826
 DG9826                          SUPERSEDED SURVEY CONTROL
 DG9826
 DG9826.No superseded survey control is available for this station.
 DG9826
 DG9826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM728594(NAD 83)
 DG9826_MARKER: DD = SURVEY DISK
 DG9826_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9826_STAMPING: 5623 AA 2000
 DG9826_MARK LOGO: MNDT  
 DG9826_PROJECTION: FLUSH
 DG9826_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9826+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9826_ROD/PIPE-DEPTH:  9.1 meters
 DG9826
 DG9826  HISTORY     - Date     Condition        Report By
 DG9826  HISTORY     - 2000     MONUMENTED       MNDT
 DG9826
 DG9826                          STATION DESCRIPTION
 DG9826
 DG9826'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9826'THE MARK IS 6.5 MI (10.5 KM) EAST OF PELICAN RAPIDS, 7.0 MI (11.3 KM)
 DG9826'EAST ALONG TH 108 FROM JCT OF TH 108 AND TH 59 IN PELICAN RAPIDS, AT
 DG9826'TH 108 MP 19.2, 37 FT (11.3 M) NORTH OF TH 108, 21 FT (6.4 M) WEST OF
 DG9826'ENT, 80.4 FT (24.5 M) EAST OF P-POLE, 4.1 FT (1.2 M) WEST OF WIT POST,
 DG9826'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9835 ***********************************************************************
 DG9835  DESIGNATION -  5623 AB
 DG9835  PID         -  DG9835
 DG9835  STATE/COUNTY-  MN/OTTER TAIL
 DG9835  USGS QUAD   -  STAR LAKE (1973)
 DG9835
 DG9835                         *CURRENT SURVEY CONTROL
 DG9835  ___________________________________________________________________
 DG9835* NAD 83(1986)-  46 32 40.     (N)    095 49 35.     (W)     SCALED    
 DG9835* NAVD 88     -       413.754  (meters)    1357.46   (feet)  ADJUSTED  
 DG9835  ___________________________________________________________________
 DG9835  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG9835  DYNAMIC HT  -         413.774 (meters)    1357.52  (feet)  COMP
 DG9835  MODELED GRAV-     980,649.1   (mgal)                       NAVD 88
 DG9835
 DG9835  VERT ORDER  -  SECOND    CLASS I
 DG9835
 DG9835.The horizontal coordinates were scaled from a topographic map and have
 DG9835.an estimated accuracy of +/- 6 seconds.
 DG9835
 DG9835.The orthometric height was determined by differential leveling
 DG9835.and adjusted by the National Geodetic Survey in March 2006..
 DG9835
 DG9835.The geoid height was determined by GEOID03.
 DG9835
 DG9835.The dynamic height is computed by dividing the NAVD 88
 DG9835.geopotential number by the normal gravity value computed on the
 DG9835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9835.degrees latitude (g = 980.6199 gals.).
 DG9835
 DG9835.The modeled gravity was interpolated from observed gravity values.
 DG9835
 DG9835;                    North         East    Units  Estimated Accuracy
 DG9835;SPC MN C     -   272,860.      679,110.      MT  (+/- 180 meters Scaled)
 DG9835
 DG9835                          SUPERSEDED SURVEY CONTROL
 DG9835
 DG9835.No superseded survey control is available for this station.
 DG9835
 DG9835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM833584(NAD 83)
 DG9835_MARKER: DD = SURVEY DISK
 DG9835_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9835_STAMPING: 5623 AB 2000
 DG9835_MARK LOGO: MNDT  
 DG9835_PROJECTION: RECESSED 8 CENTIMETERS
 DG9835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9835+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9835_ROD/PIPE-DEPTH:  9.1 meters
 DG9835
 DG9835  HISTORY     - Date     Condition        Report By
 DG9835  HISTORY     - 2000     MONUMENTED       MNDT
 DG9835
 DG9835                          STATION DESCRIPTION
 DG9835
 DG9835'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9835'THE MARK IS 5 MI (8.0 KM) WEST OF DENT, 5.7 MI (9.2 KM) WEST ALONG TH
 DG9835'108 FROM JCT OF TH 108 AND CO RD 35 IN DENT, AT TH 105 MP 25.9, 5.0 FT
 DG9835'(1.5 M) SOUTH OF P-POLE, 72 FT (21.9 M) NORTH OF TH 108, 17 FT (5.2 M)
 DG9835'WEST OF DRIVEWAY, 4.9 FT (1.5 M) SSW OF WIT POST, RECESSED 3 INCHES,
 DG9835'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9854 ***********************************************************************
 DG9854  DESIGNATION -  5623 B
 DG9854  PID         -  DG9854
 DG9854  STATE/COUNTY-  MN/OTTER TAIL
 DG9854  USGS QUAD   -  PELICAN RAPIDS (1973)
 DG9854
 DG9854                         *CURRENT SURVEY CONTROL
 DG9854  ___________________________________________________________________
 DG9854* NAD 83(1986)-  46 34 49.     (N)    096 04 58.     (W)     SCALED    
 DG9854* NAVD 88     -       412.734  (meters)    1354.11   (feet)  ADJUSTED  
 DG9854  ___________________________________________________________________
 DG9854  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DG9854  DYNAMIC HT  -         412.748 (meters)    1354.16  (feet)  COMP
 DG9854  MODELED GRAV-     980,634.5   (mgal)                       NAVD 88
 DG9854
 DG9854  VERT ORDER  -  SECOND    CLASS I
 DG9854
 DG9854.The horizontal coordinates were scaled from a topographic map and have
 DG9854.an estimated accuracy of +/- 6 seconds.
 DG9854
 DG9854.The orthometric height was determined by differential leveling
 DG9854.and adjusted by the National Geodetic Survey in March 2006..
 DG9854.No vertical observational check was made to the station.
 DG9854
 DG9854.The geoid height was determined by GEOID03.
 DG9854
 DG9854.The dynamic height is computed by dividing the NAVD 88
 DG9854.geopotential number by the normal gravity value computed on the
 DG9854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9854.degrees latitude (g = 980.6199 gals.).
 DG9854
 DG9854.The modeled gravity was interpolated from observed gravity values.
 DG9854
 DG9854;                    North         East    Units  Estimated Accuracy
 DG9854;SPC MN C     -   277,270.      659,540.      MT  (+/- 180 meters Scaled)
 DG9854
 DG9854                          SUPERSEDED SURVEY CONTROL
 DG9854
 DG9854.No superseded survey control is available for this station.
 DG9854
 DG9854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS235626(NAD 83)
 DG9854_MARKER: DD = SURVEY DISK
 DG9854_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9854_STAMPING: 5623 B 2000
 DG9854_MARK LOGO: MNDT  
 DG9854_PROJECTION: RECESSED 5 CENTIMETERS
 DG9854_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9854+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9854_ROD/PIPE-DEPTH:  6.1 meters
 DG9854
 DG9854  HISTORY     - Date     Condition        Report By
 DG9854  HISTORY     - 2000     MONUMENTED       MNDT
 DG9854
 DG9854                          STATION DESCRIPTION
 DG9854
 DG9854'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9854'THE MARK IS AT THE NORTH EDGE OF PELICAN RAPIDS, 0.65 MI (1.05 KM)
 DG9854'NORTH ALONG TH 59 FROM JCT OF TH 59 AND TH 108 IN PELICAN RAPIDS, AT
 DG9854'TH 59 MP 241.25, 78.8 FT (24.0 M) EAST OF TH 59, 22.7 FT (6.9 M) WEST
 DG9854'OF WIT POST, RECESSED 2 INCHES, MAGNETIC, SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9844 ***********************************************************************
 DG9844  DESIGNATION -  5623 C
 DG9844  PID         -  DG9844
 DG9844  STATE/COUNTY-  MN/OTTER TAIL
 DG9844  USGS QUAD   -  PELICAN RAPIDS (1973)
 DG9844
 DG9844                         *CURRENT SURVEY CONTROL
 DG9844  ___________________________________________________________________
 DG9844* NAD 83(1986)-  46 34 11.     (N)    096 05 00.     (W)     SCALED    
 DG9844* NAVD 88     -       397.925  (meters)    1305.53   (feet)  ADJUSTED  
 DG9844  ___________________________________________________________________
 DG9844  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DG9844  DYNAMIC HT  -         397.937 (meters)    1305.57  (feet)  COMP
 DG9844  MODELED GRAV-     980,633.5   (mgal)                       NAVD 88
 DG9844
 DG9844  VERT ORDER  -  SECOND    CLASS I
 DG9844
 DG9844.The horizontal coordinates were scaled from a topographic map and have
 DG9844.an estimated accuracy of +/- 6 seconds.
 DG9844
 DG9844.The orthometric height was determined by differential leveling
 DG9844.and adjusted by the National Geodetic Survey in March 2006..
 DG9844
 DG9844.The geoid height was determined by GEOID03.
 DG9844
 DG9844.The dynamic height is computed by dividing the NAVD 88
 DG9844.geopotential number by the normal gravity value computed on the
 DG9844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9844.degrees latitude (g = 980.6199 gals.).
 DG9844
 DG9844.The modeled gravity was interpolated from observed gravity values.
 DG9844
 DG9844;                    North         East    Units  Estimated Accuracy
 DG9844;SPC MN C     -   276,100.      659,470.      MT  (+/- 180 meters Scaled)
 DG9844
 DG9844                          SUPERSEDED SURVEY CONTROL
 DG9844
 DG9844.No superseded survey control is available for this station.
 DG9844
 DG9844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS235614(NAD 83)
 DG9844_MARKER: DV = VERTICAL CONTROL DISK
 DG9844_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG9844_SP_SET: BRIDGE ABUTMENT
 DG9844_STAMPING: 5623 C 2000
 DG9844_MARK LOGO: MNDT  
 DG9844_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9844+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2001
 DG9844
 DG9844  HISTORY     - Date     Condition        Report By
 DG9844  HISTORY     - 1990     MONUMENTED       MNDT
 DG9844  HISTORY     - 20010927 GOOD             MNDT
 DG9844
 DG9844                          STATION DESCRIPTION
 DG9844
 DG9844'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG9844'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN PELICAN
 DG9844'RAPIDS, IN SE BRIDGE ABUT AT SE COR OF TH 59 BRIDGE NO 5025 OVER
 DG9844'PELICAN RIVER, 0.05 MI (0.08 KM) NORTH ALONG TH 59 FROM JCT OF TH 59
 DG9844'AND TH 108 IN PELICAN RAPIDS, 41 FT (12.5 M) EAST OF TH 59, 1.5 FT
 DG9844'(0.5 M) NORTH OF NW COR OF BRIDGE, MAGNETIC, AND NOT SUITABLE FOR GPS.
 DG9844'THE DISK WAS SET WHEN THE BRIDGE WAS BUILT IN 1990, THEN STAMPED IN
 DG9844'2000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9821 ***********************************************************************
 DG9821  DESIGNATION -  5623 D
 DG9821  PID         -  DG9821
 DG9821  STATE/COUNTY-  MN/OTTER TAIL
 DG9821  USGS QUAD   -  PELICAN RAPIDS (1973)
 DG9821
 DG9821                         *CURRENT SURVEY CONTROL
 DG9821  ___________________________________________________________________
 DG9821* NAD 83(1986)-  46 34 12.     (N)    096 03 45.     (W)     SCALED    
 DG9821* NAVD 88     -       407.412  (meters)    1336.65   (feet)  ADJUSTED  
 DG9821  ___________________________________________________________________
 DG9821  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DG9821  DYNAMIC HT  -         407.424 (meters)    1336.69  (feet)  COMP
 DG9821  MODELED GRAV-     980,632.9   (mgal)                       NAVD 88
 DG9821
 DG9821  VERT ORDER  -  SECOND    CLASS I
 DG9821
 DG9821.The horizontal coordinates were scaled from a topographic map and have
 DG9821.an estimated accuracy of +/- 6 seconds.
 DG9821
 DG9821.The orthometric height was determined by differential leveling
 DG9821.and adjusted by the National Geodetic Survey in March 2006..
 DG9821
 DG9821.The geoid height was determined by GEOID03.
 DG9821
 DG9821.The dynamic height is computed by dividing the NAVD 88
 DG9821.geopotential number by the normal gravity value computed on the
 DG9821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9821.degrees latitude (g = 980.6199 gals.).
 DG9821
 DG9821.The modeled gravity was interpolated from observed gravity values.
 DG9821
 DG9821;                    North         East    Units  Estimated Accuracy
 DG9821;SPC MN C     -   276,090.      661,070.      MT  (+/- 180 meters Scaled)
 DG9821
 DG9821                          SUPERSEDED SURVEY CONTROL
 DG9821
 DG9821.No superseded survey control is available for this station.
 DG9821
 DG9821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS251615(NAD 83)
 DG9821_MARKER: DD = SURVEY DISK
 DG9821_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9821_STAMPING: 5623 D 2000
 DG9821_MARK LOGO: MNDT  
 DG9821_PROJECTION: RECESSED 5 CENTIMETERS
 DG9821_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9821+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9821_ROD/PIPE-DEPTH:  6.1 meters
 DG9821
 DG9821  HISTORY     - Date     Condition        Report By
 DG9821  HISTORY     - 2000     MONUMENTED       MNDT
 DG9821
 DG9821                          STATION DESCRIPTION
 DG9821
 DG9821'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9821'THE MARK IS 1 MI (1.6 KM) EAST OF PELICAN RAPIDS, 1.05 MI (1.69 KM)
 DG9821'EAST ALONG TH 108 FROM JCT OF TH 108 AND TH 59 IN PELICAN RAPIDS, TO
 DG9821'TH 108 MP 13.25, THENCE 0.1 MI (0.2 KM) SOUTH ON BURR OAK HILLS RD,
 DG9821'27.2 FT (8.3 M) EAST OF BURR OAK HILLS RD, 11.4 FT (3.5 M) SOUTH OF
 DG9821'P-POLE, 37.4 FT (11.4 M) NORTH OF T-POLE, 10.3 FT (3.1 M) SOUTH OF WIT
 DG9821'POST, RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9822 ***********************************************************************
 DG9822  DESIGNATION -  5623 E
 DG9822  PID         -  DG9822
 DG9822  STATE/COUNTY-  MN/OTTER TAIL
 DG9822  USGS QUAD   -  PELICAN RAPIDS (1973)
 DG9822
 DG9822                         *CURRENT SURVEY CONTROL
 DG9822  ___________________________________________________________________
 DG9822* NAD 83(1986)-  46 34 11.     (N)    096 02 31.     (W)     SCALED    
 DG9822* NAVD 88     -       416.591  (meters)    1366.77   (feet)  ADJUSTED  
 DG9822  ___________________________________________________________________
 DG9822  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DG9822  DYNAMIC HT  -         416.604 (meters)    1366.81  (feet)  COMP
 DG9822  MODELED GRAV-     980,632.6   (mgal)                       NAVD 88
 DG9822
 DG9822  VERT ORDER  -  SECOND    CLASS I
 DG9822
 DG9822.The horizontal coordinates were scaled from a topographic map and have
 DG9822.an estimated accuracy of +/- 6 seconds.
 DG9822
 DG9822.The orthometric height was determined by differential leveling
 DG9822.and adjusted by the National Geodetic Survey in March 2006..
 DG9822
 DG9822.The geoid height was determined by GEOID03.
 DG9822
 DG9822.The dynamic height is computed by dividing the NAVD 88
 DG9822.geopotential number by the normal gravity value computed on the
 DG9822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9822.degrees latitude (g = 980.6199 gals.).
 DG9822
 DG9822.The modeled gravity was interpolated from observed gravity values.
 DG9822
 DG9822;                    North         East    Units  Estimated Accuracy
 DG9822;SPC MN C     -   276,020.      662,640.      MT  (+/- 180 meters Scaled)
 DG9822
 DG9822                          SUPERSEDED SURVEY CONTROL
 DG9822
 DG9822.No superseded survey control is available for this station.
 DG9822
 DG9822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS266616(NAD 83)
 DG9822_MARKER: DD = SURVEY DISK
 DG9822_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9822_STAMPING: 5623 E 2000
 DG9822_MARK LOGO: MNDT  
 DG9822_PROJECTION: RECESSED 5 CENTIMETERS
 DG9822_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9822+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9822_ROD/PIPE-DEPTH: 12.2 meters
 DG9822
 DG9822  HISTORY     - Date     Condition        Report By
 DG9822  HISTORY     - 2000     MONUMENTED       MNDT
 DG9822
 DG9822                          STATION DESCRIPTION
 DG9822
 DG9822'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9822'THE MARK IS 2 MI (3.2 KM) EAST OF PELICAN RAPIDS, 2.05 MI (3.30 KM)
 DG9822'EAST ALONG TH 108 FROM JCT OF TH 108 AND TH 59 IN PELICAN RAPIDS, TO
 DG9822'TH 108 MP 14.25, THENCE 0.1 MI (0.2 KM) SOUTH ON 215TH AVE, 35 FT
 DG9822'(10.7 M) WEST OF 215TH AVE, 2.2 FT (0.7 M) NE OF WIT POST, RECESSED 2
 DG9822'INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9823 ***********************************************************************
 DG9823  DESIGNATION -  5623 F
 DG9823  PID         -  DG9823
 DG9823  STATE/COUNTY-  MN/OTTER TAIL
 DG9823  USGS QUAD   -  PELICAN RAPIDS (1973)
 DG9823
 DG9823                         *CURRENT SURVEY CONTROL
 DG9823  ___________________________________________________________________
 DG9823* NAD 83(1986)-  46 34 15.     (N)    096 01 17.     (W)     SCALED    
 DG9823* NAVD 88     -       423.529  (meters)    1389.53   (feet)  ADJUSTED  
 DG9823  ___________________________________________________________________
 DG9823  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DG9823  DYNAMIC HT  -         423.542 (meters)    1389.57  (feet)  COMP
 DG9823  MODELED GRAV-     980,633.0   (mgal)                       NAVD 88
 DG9823
 DG9823  VERT ORDER  -  SECOND    CLASS I
 DG9823
 DG9823.The horizontal coordinates were scaled from a topographic map and have
 DG9823.an estimated accuracy of +/- 6 seconds.
 DG9823
 DG9823.The orthometric height was determined by differential leveling
 DG9823.and adjusted by the National Geodetic Survey in March 2006..
 DG9823
 DG9823.The geoid height was determined by GEOID03.
 DG9823
 DG9823.The dynamic height is computed by dividing the NAVD 88
 DG9823.geopotential number by the normal gravity value computed on the
 DG9823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9823.degrees latitude (g = 980.6199 gals.).
 DG9823
 DG9823.The modeled gravity was interpolated from observed gravity values.
 DG9823
 DG9823;                    North         East    Units  Estimated Accuracy
 DG9823;SPC MN C     -   276,110.      664,220.      MT  (+/- 180 meters Scaled)
 DG9823
 DG9823                          SUPERSEDED SURVEY CONTROL
 DG9823
 DG9823.No superseded survey control is available for this station.
 DG9823
 DG9823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS282617(NAD 83)
 DG9823_MARKER: DD = SURVEY DISK
 DG9823_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9823_STAMPING: 5623 F 2000
 DG9823_MARK LOGO: MNDT  
 DG9823_PROJECTION: FLUSH
 DG9823_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9823+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9823_ROD/PIPE-DEPTH:  6.1 meters
 DG9823
 DG9823  HISTORY     - Date     Condition        Report By
 DG9823  HISTORY     - 2000     MONUMENTED       MNDT
 DG9823
 DG9823                          STATION DESCRIPTION
 DG9823
 DG9823'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9823'THE MARK IS 3 MI (4.8 KM) EAST OF PELICAN RAPIDS, 3.1 MI (5.0 KM) WEST
 DG9823'ALONG TH 108 FROM JCT OF TH 108 AND TH 59 IN PELICAN RAPIDS, TO TH 108
 DG9823'MP 15.3, THENCE 0.1 MI (0.2 KM) SOUTH ON 225TH AVE, 48 FT (14.6 M)
 DG9823'WEST OF 225TH AVE, 110.2 FT (33.6 M) SW OF P-POLE, 3.8 FT (1.2 M) EAST
 DG9823'OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9824 ***********************************************************************
 DG9824  DESIGNATION -  5623 G
 DG9824  PID         -  DG9824
 DG9824  STATE/COUNTY-  MN/OTTER TAIL
 DG9824  USGS QUAD   -  PELICAN RAPIDS (1973)
 DG9824
 DG9824                         *CURRENT SURVEY CONTROL
 DG9824  ___________________________________________________________________
 DG9824* NAD 83(1986)-  46 33 52.     (N)    096 00 18.     (W)     SCALED    
 DG9824* NAVD 88     -       405.539  (meters)    1330.51   (feet)  ADJUSTED  
 DG9824  ___________________________________________________________________
 DG9824  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DG9824  DYNAMIC HT  -         405.551 (meters)    1330.55  (feet)  COMP
 DG9824  MODELED GRAV-     980,632.0   (mgal)                       NAVD 88
 DG9824
 DG9824  VERT ORDER  -  SECOND    CLASS I
 DG9824
 DG9824.The horizontal coordinates were scaled from a topographic map and have
 DG9824.an estimated accuracy of +/- 6 seconds.
 DG9824
 DG9824.The orthometric height was determined by differential leveling
 DG9824.and adjusted by the National Geodetic Survey in March 2006..
 DG9824
 DG9824.The geoid height was determined by GEOID03.
 DG9824
 DG9824.The dynamic height is computed by dividing the NAVD 88
 DG9824.geopotential number by the normal gravity value computed on the
 DG9824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9824.degrees latitude (g = 980.6199 gals.).
 DG9824
 DG9824.The modeled gravity was interpolated from observed gravity values.
 DG9824
 DG9824;                    North         East    Units  Estimated Accuracy
 DG9824;SPC MN C     -   275,370.      665,460.      MT  (+/- 180 meters Scaled)
 DG9824
 DG9824                          SUPERSEDED SURVEY CONTROL
 DG9824
 DG9824.No superseded survey control is available for this station.
 DG9824
 DG9824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS295611(NAD 83)
 DG9824_MARKER: DD = SURVEY DISK
 DG9824_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9824_STAMPING: 5623 G 2000
 DG9824_MARK LOGO: MNDT  
 DG9824_PROJECTION: RECESSED 3 CENTIMETERS
 DG9824_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9824+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9824_ROD/PIPE-DEPTH: 12.2 meters
 DG9824
 DG9824  HISTORY     - Date     Condition        Report By
 DG9824  HISTORY     - 2000     MONUMENTED       MNDT
 DG9824
 DG9824                          STATION DESCRIPTION
 DG9824
 DG9824'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9824'THE MARK IS 4 MI (6.4 KM) EAST OF PEILICAN RAPIDS, 4.35 MI (7.00 KM)
 DG9824'EAST ALONG TH 108 FROM JCT OF TH 108 AND TH 59 IN PELICAN RAPIDS, AT
 DG9824'TH 108 MP 16.55, 37 FT (11.3 M) NORTH OF TH 108, 99 FT (30.2 M) WEST
 DG9824'OF DRIVEWAY, 2.6 FT (0.8 M) SOUTH OF FENCE, 2.0 FT (0.6 M) SOUTH OF
 DG9824'WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9825 ***********************************************************************
 DG9825  DESIGNATION -  5623 H
 DG9825  PID         -  DG9825
 DG9825  STATE/COUNTY-  MN/OTTER TAIL
 DG9825  USGS QUAD   -  PELICAN RAPIDS (1973)
 DG9825
 DG9825                         *CURRENT SURVEY CONTROL
 DG9825  ___________________________________________________________________
 DG9825* NAD 83(1986)-  46 33 07.     (N)    096 00 15.     (W)     SCALED    
 DG9825* NAVD 88     -       431.368  (meters)    1415.25   (feet)  ADJUSTED  
 DG9825  ___________________________________________________________________
 DG9825  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DG9825  DYNAMIC HT  -         431.380 (meters)    1415.29  (feet)  COMP
 DG9825  MODELED GRAV-     980,628.9   (mgal)                       NAVD 88
 DG9825
 DG9825  VERT ORDER  -  SECOND    CLASS I
 DG9825
 DG9825.The horizontal coordinates were scaled from a topographic map and have
 DG9825.an estimated accuracy of +/- 6 seconds.
 DG9825
 DG9825.The orthometric height was determined by differential leveling
 DG9825.and adjusted by the National Geodetic Survey in March 2006..
 DG9825
 DG9825.The geoid height was determined by GEOID03.
 DG9825
 DG9825.The dynamic height is computed by dividing the NAVD 88
 DG9825.geopotential number by the normal gravity value computed on the
 DG9825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9825.degrees latitude (g = 980.6199 gals.).
 DG9825
 DG9825.The modeled gravity was interpolated from observed gravity values.
 DG9825
 DG9825;                    North         East    Units  Estimated Accuracy
 DG9825;SPC MN C     -   273,980.      665,490.      MT  (+/- 180 meters Scaled)
 DG9825
 DG9825                          SUPERSEDED SURVEY CONTROL
 DG9825
 DG9825.No superseded survey control is available for this station.
 DG9825
 DG9825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS296597(NAD 83)
 DG9825_MARKER: DD = SURVEY DISK
 DG9825_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9825_STAMPING: 5623 H 2000
 DG9825_MARK LOGO: MNDT  
 DG9825_PROJECTION: RECESSED 3 CENTIMETERS
 DG9825_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9825+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9825_ROD/PIPE-DEPTH: 10.7 meters
 DG9825
 DG9825  HISTORY     - Date     Condition        Report By
 DG9825  HISTORY     - 2000     MONUMENTED       MNDT
 DG9825
 DG9825                          STATION DESCRIPTION
 DG9825
 DG9825'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9825'THE MARK IS 4.5 MI (7.2 KM) EAST OF PELICAN RAPIDS, 5.1 MI (8.2 KM)
 DG9825'EAST ALONG TH 108 FROM JCT OF TH 108 AND TH 59 IN PELICAN RAPIDS TO TH
 DG9825'108 MP 17.3, THENCE 0.3 MI (0.5 KM) SW ON CROSS POINT RD, 41 FT (12.5
 DG9825'M) WEST OF CROSS POINT RD, 4.7 FT (1.4 M) SOUTH OF P-POLE, 2.9 FT (0.9
 DG9825'M) EAST OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9827 ***********************************************************************
 DG9827  DESIGNATION -  5623 J
 DG9827  PID         -  DG9827
 DG9827  STATE/COUNTY-  MN/OTTER TAIL
 DG9827  USGS QUAD   -  LAKE LIDA (1973)
 DG9827
 DG9827                         *CURRENT SURVEY CONTROL
 DG9827  ___________________________________________________________________
 DG9827* NAD 83(1986)-  46 32 52.     (N)    095 56 29.     (W)     SCALED    
 DG9827* NAVD 88     -       438.015  (meters)    1437.05   (feet)  ADJUSTED  
 DG9827  ___________________________________________________________________
 DG9827  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DG9827  DYNAMIC HT  -         438.029 (meters)    1437.10  (feet)  COMP
 DG9827  MODELED GRAV-     980,631.1   (mgal)                       NAVD 88
 DG9827
 DG9827  VERT ORDER  -  SECOND    CLASS I
 DG9827
 DG9827.The horizontal coordinates were scaled from a topographic map and have
 DG9827.an estimated accuracy of +/- 6 seconds.
 DG9827
 DG9827.The orthometric height was determined by differential leveling
 DG9827.and adjusted by the National Geodetic Survey in March 2006..
 DG9827
 DG9827.The geoid height was determined by GEOID03.
 DG9827
 DG9827.The dynamic height is computed by dividing the NAVD 88
 DG9827.geopotential number by the normal gravity value computed on the
 DG9827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9827.degrees latitude (g = 980.6199 gals.).
 DG9827
 DG9827.The modeled gravity was interpolated from observed gravity values.
 DG9827
 DG9827;                    North         East    Units  Estimated Accuracy
 DG9827;SPC MN C     -   273,420.      670,300.      MT  (+/- 180 meters Scaled)
 DG9827
 DG9827                          SUPERSEDED SURVEY CONTROL
 DG9827
 DG9827.No superseded survey control is available for this station.
 DG9827
 DG9827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM745591(NAD 83)
 DG9827_MARKER: DD = SURVEY DISK
 DG9827_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9827_STAMPING: 5623 J 2000
 DG9827_MARK LOGO: MNDT  
 DG9827_PROJECTION: FLUSH
 DG9827_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9827+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9827_ROD/PIPE-DEPTH:  9.1 meters
 DG9827
 DG9827  HISTORY     - Date     Condition        Report By
 DG9827  HISTORY     - 2000     MONUMENTED       MNDT
 DG9827
 DG9827                          STATION DESCRIPTION
 DG9827
 DG9827'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9827'THE MARK IS 7.75 MI (12.47 KM) EAST OF PELICAN RAPIDS, 7.75 MI (12.47
 DG9827'KM) EAST ALONG TH 108 FROM JCT OF TH 108 AND TH 59 IN PELICAN RAPIDS,
 DG9827'AT TH 108 MP 20.2, 42 FT (12.8 M) SOUTH OF TH 108, 4.3 FT (1.3 M) NW
 DG9827'OF STATE PARK SIGN, 2.5 FT (0.8 M) NORTH OF WIT POST, FLUSH, MAGNETIC,
 DG9827'AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9828 ***********************************************************************
 DG9828  DESIGNATION -  5623 K
 DG9828  PID         -  DG9828
 DG9828  STATE/COUNTY-  MN/OTTER TAIL
 DG9828  USGS QUAD   -  LAKE LIDA (1973)
 DG9828
 DG9828                         *CURRENT SURVEY CONTROL
 DG9828  ___________________________________________________________________
 DG9828* NAD 83(1986)-  46 32 46.     (N)    095 55 00.     (W)     SCALED    
 DG9828* NAVD 88     -       428.969  (meters)    1407.38   (feet)  ADJUSTED  
 DG9828  ___________________________________________________________________
 DG9828  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DG9828  DYNAMIC HT  -         428.984 (meters)    1407.42  (feet)  COMP
 DG9828  MODELED GRAV-     980,635.6   (mgal)                       NAVD 88
 DG9828
 DG9828  VERT ORDER  -  SECOND    CLASS I
 DG9828
 DG9828.The horizontal coordinates were scaled from a topographic map and have
 DG9828.an estimated accuracy of +/- 6 seconds.
 DG9828
 DG9828.The orthometric height was determined by differential leveling
 DG9828.and adjusted by the National Geodetic Survey in March 2006..
 DG9828
 DG9828.The geoid height was determined by GEOID03.
 DG9828
 DG9828.The dynamic height is computed by dividing the NAVD 88
 DG9828.geopotential number by the normal gravity value computed on the
 DG9828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9828.degrees latitude (g = 980.6199 gals.).
 DG9828
 DG9828.The modeled gravity was interpolated from observed gravity values.
 DG9828
 DG9828;                    North         East    Units  Estimated Accuracy
 DG9828;SPC MN C     -   273,190.      672,190.      MT  (+/- 180 meters Scaled)
 DG9828
 DG9828                          SUPERSEDED SURVEY CONTROL
 DG9828
 DG9828.No superseded survey control is available for this station.
 DG9828
 DG9828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM763588(NAD 83)
 DG9828_MARKER: DD = SURVEY DISK
 DG9828_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9828_STAMPING: 5623 K 2000
 DG9828_MARK LOGO: MNDT  
 DG9828_PROJECTION: FLUSH
 DG9828_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9828+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9828_ROD/PIPE-DEPTH: 10.7 meters
 DG9828
 DG9828  HISTORY     - Date     Condition        Report By
 DG9828  HISTORY     - 2000     MONUMENTED       MNDT
 DG9828
 DG9828                          STATION DESCRIPTION
 DG9828
 DG9828'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9828'THE MARK IS 8.8 MI (14.2 KM) EAST OF PELICAN RAPIDS, 8.8 MI (14.2 KM)
 DG9828'EAST ALONG TH 108 FROM JCT OF TH 108 AND TH 59 IN PELICAN RAPIDS, AT
 DG9828'TH 108 MP 21.5, 156 FT (47.5 M) NORTH OF TH 108, 29 FT (8.8 M) EAST OF
 DG9828'275TH AVE, 12.0 FT (3.7 M) ESE OF P-POLE, 4.0 FT (1.2 M) SOUTH OF WIT
 DG9828'POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9829 ***********************************************************************
 DG9829  DESIGNATION -  5623 L
 DG9829  PID         -  DG9829
 DG9829  STATE/COUNTY-  MN/OTTER TAIL
 DG9829  USGS QUAD   -  LAKE LIDA (1973)
 DG9829
 DG9829                         *CURRENT SURVEY CONTROL
 DG9829  ___________________________________________________________________
 DG9829* NAD 83(1986)-  46 32 33.     (N)    095 53 37.     (W)     SCALED    
 DG9829* NAVD 88     -       423.644  (meters)    1389.91   (feet)  ADJUSTED  
 DG9829  ___________________________________________________________________
 DG9829  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DG9829  DYNAMIC HT  -         423.661 (meters)    1389.96  (feet)  COMP
 DG9829  MODELED GRAV-     980,639.7   (mgal)                       NAVD 88
 DG9829
 DG9829  VERT ORDER  -  SECOND    CLASS I
 DG9829
 DG9829.The horizontal coordinates were scaled from a topographic map and have
 DG9829.an estimated accuracy of +/- 6 seconds.
 DG9829
 DG9829.The orthometric height was determined by differential leveling
 DG9829.and adjusted by the National Geodetic Survey in March 2006..
 DG9829
 DG9829.The geoid height was determined by GEOID03.
 DG9829
 DG9829.The dynamic height is computed by dividing the NAVD 88
 DG9829.geopotential number by the normal gravity value computed on the
 DG9829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9829.degrees latitude (g = 980.6199 gals.).
 DG9829
 DG9829.The modeled gravity was interpolated from observed gravity values.
 DG9829
 DG9829;                    North         East    Units  Estimated Accuracy
 DG9829;SPC MN C     -   272,750.      673,950.      MT  (+/- 180 meters Scaled)
 DG9829
 DG9829                          SUPERSEDED SURVEY CONTROL
 DG9829
 DG9829.No superseded survey control is available for this station.
 DG9829
 DG9829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM781583(NAD 83)
 DG9829_MARKER: DD = SURVEY DISK
 DG9829_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9829_STAMPING: 5623 L 2000
 DG9829_MARK LOGO: MNDT  
 DG9829_PROJECTION: FLUSH
 DG9829_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9829+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9829_ROD/PIPE-DEPTH: 10.7 meters
 DG9829
 DG9829  HISTORY     - Date     Condition        Report By
 DG9829  HISTORY     - 2000     MONUMENTED       MNDT
 DG9829
 DG9829                          STATION DESCRIPTION
 DG9829
 DG9829'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9829'THE MARK IS 8 MI (12.9 KM) WEST OF DENT, AT TH 108 MP 22.65, 77 FT
 DG9829'(23.5 M) SOUTH OF TH 108, 130 FT (39.6 M) WEST OF SILENT ACRES DR, 52
 DG9829'FT (15.8 M) EAST OF DRIVEWAY, 5.4 FT (1.6 M) WEST OF P-POLE, 1.8 FT
 DG9829'(0.5 M) WEST OF WIT POST, FLUSH, MAGNETIC, SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9830 ***********************************************************************
 DG9830  DESIGNATION -  5623 M
 DG9830  PID         -  DG9830
 DG9830  STATE/COUNTY-  MN/OTTER TAIL
 DG9830  USGS QUAD   -  LAKE LIDA (1973)
 DG9830
 DG9830                         *CURRENT SURVEY CONTROL
 DG9830  ___________________________________________________________________
 DG9830* NAD 83(1986)-  46 32 34.     (N)    095 52 39.     (W)     SCALED    
 DG9830* NAVD 88     -       411.874  (meters)    1351.29   (feet)  ADJUSTED  
 DG9830  ___________________________________________________________________
 DG9830  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DG9830  DYNAMIC HT  -         411.891 (meters)    1351.35  (feet)  COMP
 DG9830  MODELED GRAV-     980,642.8   (mgal)                       NAVD 88
 DG9830
 DG9830  VERT ORDER  -  SECOND    CLASS I
 DG9830
 DG9830.The horizontal coordinates were scaled from a topographic map and have
 DG9830.an estimated accuracy of +/- 6 seconds.
 DG9830
 DG9830.The orthometric height was determined by differential leveling
 DG9830.and adjusted by the National Geodetic Survey in March 2006..
 DG9830
 DG9830.The geoid height was determined by GEOID03.
 DG9830
 DG9830.The dynamic height is computed by dividing the NAVD 88
 DG9830.geopotential number by the normal gravity value computed on the
 DG9830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9830.degrees latitude (g = 980.6199 gals.).
 DG9830
 DG9830.The modeled gravity was interpolated from observed gravity values.
 DG9830
 DG9830;                    North         East    Units  Estimated Accuracy
 DG9830;SPC MN C     -   272,760.      675,190.      MT  (+/- 180 meters Scaled)
 DG9830
 DG9830                          SUPERSEDED SURVEY CONTROL
 DG9830
 DG9830.No superseded survey control is available for this station.
 DG9830
 DG9830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM793583(NAD 83)
 DG9830_MARKER: DD = SURVEY DISK
 DG9830_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9830_STAMPING: 5623 M 2000
 DG9830_MARK LOGO: MNDT  
 DG9830_PROJECTION: RECESSED 5 CENTIMETERS
 DG9830_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9830+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9830_ROD/PIPE-DEPTH: 10.7 meters
 DG9830
 DG9830  HISTORY     - Date     Condition        Report By
 DG9830  HISTORY     - 2000     MONUMENTED       MNDT
 DG9830
 DG9830                          STATION DESCRIPTION
 DG9830
 DG9830'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9830'THE MARK IS 7.5 MI (12.1 KM) WEST OF DENT, 8.1 MI (13.0 KM) WEST ALONG
 DG9830'TH 108 FROM JCT OF TH 108 AND CO RD 34 IN DENT, AT TH 108 MP 23.4, 42
 DG9830'FT (12.8 M) NORTH OF TH 108, 3.7 FT (1.1 M) WEST OF WIT POST, RECESSED
 DG9830'2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9834 ***********************************************************************
 DG9834  DESIGNATION -  5623 N
 DG9834  PID         -  DG9834
 DG9834  STATE/COUNTY-  MN/OTTER TAIL
 DG9834  USGS QUAD   -  STAR LAKE (1973)
 DG9834
 DG9834                         *CURRENT SURVEY CONTROL
 DG9834  ___________________________________________________________________
 DG9834* NAD 83(1986)-  46 32 34.     (N)    095 51 02.     (W)     SCALED    
 DG9834* NAVD 88     -       420.575  (meters)    1379.84   (feet)  ADJUSTED  
 DG9834  ___________________________________________________________________
 DG9834  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DG9834  DYNAMIC HT  -         420.594 (meters)    1379.90  (feet)  COMP
 DG9834  MODELED GRAV-     980,646.4   (mgal)                       NAVD 88
 DG9834
 DG9834  VERT ORDER  -  SECOND    CLASS I
 DG9834
 DG9834.The horizontal coordinates were scaled from a topographic map and have
 DG9834.an estimated accuracy of +/- 6 seconds.
 DG9834
 DG9834.The orthometric height was determined by differential leveling
 DG9834.and adjusted by the National Geodetic Survey in March 2006..
 DG9834
 DG9834.The geoid height was determined by GEOID03.
 DG9834
 DG9834.The dynamic height is computed by dividing the NAVD 88
 DG9834.geopotential number by the normal gravity value computed on the
 DG9834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9834.degrees latitude (g = 980.6199 gals.).
 DG9834
 DG9834.The modeled gravity was interpolated from observed gravity values.
 DG9834
 DG9834;                    North         East    Units  Estimated Accuracy
 DG9834;SPC MN C     -   272,720.      677,250.      MT  (+/- 180 meters Scaled)
 DG9834
 DG9834                          SUPERSEDED SURVEY CONTROL
 DG9834
 DG9834.No superseded survey control is available for this station.
 DG9834
 DG9834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM814583(NAD 83)
 DG9834_MARKER: DD = SURVEY DISK
 DG9834_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9834_STAMPING: 5623 N 2000
 DG9834_MARK LOGO: MNDT  
 DG9834_PROJECTION: RECESSED 3 CENTIMETERS
 DG9834_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9834+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9834_ROD/PIPE-DEPTH: 13.7 meters
 DG9834
 DG9834  HISTORY     - Date     Condition        Report By
 DG9834  HISTORY     - 2000     MONUMENTED       MNDT
 DG9834
 DG9834                          STATION DESCRIPTION
 DG9834
 DG9834'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9834'THE MARK IS 6 MI (9.7 KM) WEST OF DENT, 6.9 MI (11.1 KM) WEST ALONG TH
 DG9834'108 FROM JCT OF TH 108 AND CO RD 35 IN DENT, AT TH 108 MP 24.75, 38 FT
 DG9834'(11.6 M) NORTH OF TH 108, 101.5 FT (30.9 M) NE OF REDUCED SPEED AHEAD
 DG9834'SIGN, 2.5 FT (0.8 M) EAST OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND
 DG9834'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9853 ***********************************************************************
 DG9853  DESIGNATION -  5623 P
 DG9853  PID         -  DG9853
 DG9853  STATE/COUNTY-  MN/OTTER TAIL
 DG9853  USGS QUAD   -  STAR LAKE (1973)
 DG9853
 DG9853                         *CURRENT SURVEY CONTROL
 DG9853  ___________________________________________________________________
 DG9853* NAD 83(1986)-  46 33 23.     (N)    095 45 35.     (W)     SCALED    
 DG9853* NAVD 88     -       419.340  (meters)    1375.78   (feet)  ADJUSTED  
 DG9853  ___________________________________________________________________
 DG9853  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DG9853  DYNAMIC HT  -         419.362 (meters)    1375.86  (feet)  COMP
 DG9853  MODELED GRAV-     980,654.0   (mgal)                       NAVD 88
 DG9853
 DG9853  VERT ORDER  -  SECOND    CLASS I
 DG9853
 DG9853.The horizontal coordinates were scaled from a topographic map and have
 DG9853.an estimated accuracy of +/- 6 seconds.
 DG9853
 DG9853.The orthometric height was determined by differential leveling
 DG9853.and adjusted by the National Geodetic Survey in March 2006..
 DG9853
 DG9853.The geoid height was determined by GEOID03.
 DG9853
 DG9853.The dynamic height is computed by dividing the NAVD 88
 DG9853.geopotential number by the normal gravity value computed on the
 DG9853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9853.degrees latitude (g = 980.6199 gals.).
 DG9853
 DG9853.The modeled gravity was interpolated from observed gravity values.
 DG9853
 DG9853;                    North         East    Units  Estimated Accuracy
 DG9853;SPC MN C     -   274,090.      684,250.      MT  (+/- 180 meters Scaled)
 DG9853
 DG9853                          SUPERSEDED SURVEY CONTROL
 DG9853
 DG9853.No superseded survey control is available for this station.
 DG9853
 DG9853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM884595(NAD 83)
 DG9853_MARKER: DD = SURVEY DISK
 DG9853_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9853_STAMPING: 5623 P 2000
 DG9853_MARK LOGO: MNDT  
 DG9853_PROJECTION: RECESSED 3 CENTIMETERS
 DG9853_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9853+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9853_ROD/PIPE-DEPTH: 12.2 meters
 DG9853
 DG9853  HISTORY     - Date     Condition        Report By
 DG9853  HISTORY     - 2000     MONUMENTED       MNDT
 DG9853
 DG9853                          STATION DESCRIPTION
 DG9853
 DG9853'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9853'THE MARK IS 2 MI (3.2 KM) WEST OF DENT, 2.0 MI (3.2 KM) WEST ALONG TH
 DG9853'108 FROM JCT OF TH 108 AND CO RD 35 IN DENT, AT TH 108 MP 29.6, 62.5
 DG9853'FT (19.1 M) NORTH OF TH 108, 52 FT (15.8 M) EAST OF DRIVEWAY, 2.7 FT
 DG9853'(0.8 M) SOUTH OF FENCE, 15.8 FT (4.8 M) SSW OF P-POLE, 3.0 FT (0.9 M)
 DG9853'WEST OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9836 ***********************************************************************
 DG9836  DESIGNATION -  5623 Q
 DG9836  PID         -  DG9836
 DG9836  STATE/COUNTY-  MN/OTTER TAIL
 DG9836  USGS QUAD   -  DENT (1973)
 DG9836
 DG9836                         *CURRENT SURVEY CONTROL
 DG9836  ___________________________________________________________________
 DG9836* NAD 83(1986)-  46 33 23.     (N)    095 44 29.     (W)     SCALED    
 DG9836* NAVD 88     -       417.917  (meters)    1371.12   (feet)  ADJUSTED  
 DG9836  ___________________________________________________________________
 DG9836  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DG9836  DYNAMIC HT  -         417.940 (meters)    1371.19  (feet)  COMP
 DG9836  MODELED GRAV-     980,654.6   (mgal)                       NAVD 88
 DG9836
 DG9836  VERT ORDER  -  SECOND    CLASS I
 DG9836
 DG9836.The horizontal coordinates were scaled from a topographic map and have
 DG9836.an estimated accuracy of +/- 6 seconds.
 DG9836
 DG9836.The orthometric height was determined by differential leveling
 DG9836.and adjusted by the National Geodetic Survey in March 2006..
 DG9836
 DG9836.The geoid height was determined by GEOID03.
 DG9836
 DG9836.The dynamic height is computed by dividing the NAVD 88
 DG9836.geopotential number by the normal gravity value computed on the
 DG9836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9836.degrees latitude (g = 980.6199 gals.).
 DG9836
 DG9836.The modeled gravity was interpolated from observed gravity values.
 DG9836
 DG9836;                    North         East    Units  Estimated Accuracy
 DG9836;SPC MN C     -   274,060.      685,650.      MT  (+/- 180 meters Scaled)
 DG9836
 DG9836                          SUPERSEDED SURVEY CONTROL
 DG9836
 DG9836.No superseded survey control is available for this station.
 DG9836
 DG9836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM898595(NAD 83)
 DG9836_MARKER: DD = SURVEY DISK
 DG9836_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9836_STAMPING: 5623 Q 2000
 DG9836_MARK LOGO: MNDT  
 DG9836_PROJECTION: FLUSH
 DG9836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9836+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9836_ROD/PIPE-DEPTH: 12.2 meters
 DG9836
 DG9836  HISTORY     - Date     Condition        Report By
 DG9836  HISTORY     - 2000     MONUMENTED       MNDT
 DG9836
 DG9836                          STATION DESCRIPTION
 DG9836
 DG9836'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9836'THE MARK IS 1 MI (1.6 KM) WEST OF DENT, 1.1 MI (1.8 KM) WEST ALONG TH
 DG9836'108 FROM JCT OF TH 108 AND CO RD 35 IN DENT, AT TH 108 MP 30.4, 78 FT
 DG9836'(23.8 M) NORTH OF TH 108, 6.2 FT (1.9 M) WEST OF CABLE MARKER, 34 FT
 DG9836'(10.4 M) SOUTH OF FENCE, 3.5 FT (1.1 M) WEST OF WIT POST, FLUSH,
 DG9836'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9837 ***********************************************************************
 DG9837  DESIGNATION -  5623 R
 DG9837  PID         -  DG9837
 DG9837  STATE/COUNTY-  MN/OTTER TAIL
 DG9837  USGS QUAD   -  DENT (1973)
 DG9837
 DG9837                         *CURRENT SURVEY CONTROL
 DG9837  ___________________________________________________________________
 DG9837* NAD 83(1986)-  46 33 24.     (N)    095 41 47.     (W)     SCALED    
 DG9837* NAVD 88     -       417.385  (meters)    1369.37   (feet)  ADJUSTED  
 DG9837  ___________________________________________________________________
 DG9837  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DG9837  DYNAMIC HT  -         417.404 (meters)    1369.43  (feet)  COMP
 DG9837  MODELED GRAV-     980,646.9   (mgal)                       NAVD 88
 DG9837
 DG9837  VERT ORDER  -  SECOND    CLASS I
 DG9837
 DG9837.The horizontal coordinates were scaled from a topographic map and have
 DG9837.an estimated accuracy of +/- 6 seconds.
 DG9837
 DG9837.The orthometric height was determined by differential leveling
 DG9837.and adjusted by the National Geodetic Survey in March 2006..
 DG9837
 DG9837.The geoid height was determined by GEOID03.
 DG9837
 DG9837.The dynamic height is computed by dividing the NAVD 88
 DG9837.geopotential number by the normal gravity value computed on the
 DG9837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9837.degrees latitude (g = 980.6199 gals.).
 DG9837
 DG9837.The modeled gravity was interpolated from observed gravity values.
 DG9837
 DG9837;                    North         East    Units  Estimated Accuracy
 DG9837;SPC MN C     -   274,030.      689,100.      MT  (+/- 180 meters Scaled)
 DG9837
 DG9837                          SUPERSEDED SURVEY CONTROL
 DG9837
 DG9837.No superseded survey control is available for this station.
 DG9837
 DG9837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM933594(NAD 83)
 DG9837_MARKER: DD = SURVEY DISK
 DG9837_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9837_STAMPING: 5623 R 2000
 DG9837_MARK LOGO: MNDT  
 DG9837_PROJECTION: FLUSH
 DG9837_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9837+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9837_ROD/PIPE-DEPTH:  9.1 meters
 DG9837
 DG9837  HISTORY     - Date     Condition        Report By
 DG9837  HISTORY     - 2000     MONUMENTED       MNDT
 DG9837
 DG9837                          STATION DESCRIPTION
 DG9837
 DG9837'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9837'THE MARK IS 1 MI (1.6 KM) EAST OF DENT, 1 MI (1.6 KM) EAST ALONG TH
 DG9837'108 FROM JCT OF TH 108 AND CO RD 35 IN DENT, AT TH 108 MP 32.55, 48 FT
 DG9837'(14.6 M) NORTH OF TH 108, 4.0 FT (1.2 M) SOUTH OF P-POLE, 2.1 FT (0.6
 DG9837'M) SOUTH OF FENCE, 12.5 FT (3.8 M) WEST OF DRIVEWAY, 3.0 FT (0.9 M)
 DG9837'WEST OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9838 ***********************************************************************
 DG9838  DESIGNATION -  5623 S
 DG9838  PID         -  DG9838
 DG9838  STATE/COUNTY-  MN/OTTER TAIL
 DG9838  USGS QUAD   -  DENT (1973)
 DG9838
 DG9838                         *CURRENT SURVEY CONTROL
 DG9838  ___________________________________________________________________
 DG9838* NAD 83(1986)-  46 33 23.     (N)    095 40 25.     (W)     SCALED    
 DG9838* NAVD 88     -       426.059  (meters)    1397.83   (feet)  ADJUSTED  
 DG9838  ___________________________________________________________________
 DG9838  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DG9838  DYNAMIC HT  -         426.078 (meters)    1397.89  (feet)  COMP
 DG9838  MODELED GRAV-     980,643.8   (mgal)                       NAVD 88
 DG9838
 DG9838  VERT ORDER  -  SECOND    CLASS I
 DG9838
 DG9838.The horizontal coordinates were scaled from a topographic map and have
 DG9838.an estimated accuracy of +/- 6 seconds.
 DG9838
 DG9838.The orthometric height was determined by differential leveling
 DG9838.and adjusted by the National Geodetic Survey in March 2006..
 DG9838
 DG9838.The geoid height was determined by GEOID03.
 DG9838
 DG9838.The dynamic height is computed by dividing the NAVD 88
 DG9838.geopotential number by the normal gravity value computed on the
 DG9838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9838.degrees latitude (g = 980.6199 gals.).
 DG9838
 DG9838.The modeled gravity was interpolated from observed gravity values.
 DG9838
 DG9838;                    North         East    Units  Estimated Accuracy
 DG9838;SPC MN C     -   273,970.      690,850.      MT  (+/- 180 meters Scaled)
 DG9838
 DG9838                          SUPERSEDED SURVEY CONTROL
 DG9838
 DG9838.No superseded survey control is available for this station.
 DG9838
 DG9838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM950593(NAD 83)
 DG9838_MARKER: DD = SURVEY DISK
 DG9838_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9838_STAMPING: 5623 S 2000
 DG9838_MARK LOGO: MNDT  
 DG9838_PROJECTION: FLUSH
 DG9838_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9838+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9838_ROD/PIPE-DEPTH:  9.1 meters
 DG9838
 DG9838  HISTORY     - Date     Condition        Report By
 DG9838  HISTORY     - 2000     MONUMENTED       MNDT
 DG9838
 DG9838                          STATION DESCRIPTION
 DG9838
 DG9838'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9838'THE MARK IS 2 MI (3.2 KM) EAST OF DENT, 2.15 MI (3.46 KM) EAST ALONG
 DG9838'TH 108 FROM JCT OF TH 108 AND CO RD 35 IN DENT, AT TH 108 MP 33.7,
 DG9838'46.5 FT (14.2 M) SOUTH OF TH 108, 70 FT (21.3 M) WEST OF DRIVEWAY, 2.9
 DG9838'FT (0.9 M) NORTH OF FENCE COR, 2.0 FT (0.6 M) NORTH OF WIT POST,
 DG9838'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9839 ***********************************************************************
 DG9839  DESIGNATION -  5623 T
 DG9839  PID         -  DG9839
 DG9839  STATE/COUNTY-  MN/OTTER TAIL
 DG9839  USGS QUAD   -  DENT (1973)
 DG9839
 DG9839                         *CURRENT SURVEY CONTROL
 DG9839  ___________________________________________________________________
 DG9839* NAD 83(1986)-  46 33 22.     (N)    095 39 15.     (W)     SCALED    
 DG9839* NAVD 88     -       425.723  (meters)    1396.73   (feet)  ADJUSTED  
 DG9839  ___________________________________________________________________
 DG9839  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DG9839  DYNAMIC HT  -         425.740 (meters)    1396.78  (feet)  COMP
 DG9839  MODELED GRAV-     980,641.6   (mgal)                       NAVD 88
 DG9839
 DG9839  VERT ORDER  -  SECOND    CLASS I
 DG9839
 DG9839.The horizontal coordinates were scaled from a topographic map and have
 DG9839.an estimated accuracy of +/- 6 seconds.
 DG9839
 DG9839.The orthometric height was determined by differential leveling
 DG9839.and adjusted by the National Geodetic Survey in March 2006..
 DG9839
 DG9839.The geoid height was determined by GEOID03.
 DG9839
 DG9839.The dynamic height is computed by dividing the NAVD 88
 DG9839.geopotential number by the normal gravity value computed on the
 DG9839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9839.degrees latitude (g = 980.6199 gals.).
 DG9839
 DG9839.The modeled gravity was interpolated from observed gravity values.
 DG9839
 DG9839;                    North         East    Units  Estimated Accuracy
 DG9839;SPC MN C     -   273,910.      692,340.      MT  (+/- 180 meters Scaled)
 DG9839
 DG9839                          SUPERSEDED SURVEY CONTROL
 DG9839
 DG9839.No superseded survey control is available for this station.
 DG9839
 DG9839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM965592(NAD 83)
 DG9839_MARKER: DD = SURVEY DISK
 DG9839_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9839_STAMPING: 5623 T 2000
 DG9839_MARK LOGO: MNDT  
 DG9839_PROJECTION: RECESSED 5 CENTIMETERS
 DG9839_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9839+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9839_ROD/PIPE-DEPTH:  9.1 meters
 DG9839
 DG9839  HISTORY     - Date     Condition        Report By
 DG9839  HISTORY     - 2000     MONUMENTED       MNDT
 DG9839
 DG9839                          STATION DESCRIPTION
 DG9839
 DG9839'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9839'THE MARK IS 3 MI (4.8 KM) EAST OF DENT, 3.15 MI (5.07 KM) EAST ALONG
 DG9839'TH 108 FROM JCT OF TH 108 AND CO RD 35 IN DENT, AT TH 108 MP 34.65, 51
 DG9839'FT (15.5 M) NORTH OF TH 108, 3.8 FT (1.2 M) SOUTH OF P-POLE, 3.2 FT
 DG9839'(1.0 M) SOUTH OF WIT POST, RECESSED 2 INCHES, MAGNETIC, SUITABLE FOR
 DG9839'GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9840 ***********************************************************************
 DG9840  DESIGNATION -  5623 U
 DG9840  PID         -  DG9840
 DG9840  STATE/COUNTY-  MN/OTTER TAIL
 DG9840  USGS QUAD   -  DENT (1973)
 DG9840
 DG9840                         *CURRENT SURVEY CONTROL
 DG9840  ___________________________________________________________________
 DG9840* NAD 83(1986)-  46 33 24.     (N)    095 37 54.     (W)     SCALED    
 DG9840* NAVD 88     -       423.329  (meters)    1388.87   (feet)  ADJUSTED  
 DG9840  ___________________________________________________________________
 DG9840  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DG9840  DYNAMIC HT  -         423.345 (meters)    1388.92  (feet)  COMP
 DG9840  MODELED GRAV-     980,639.2   (mgal)                       NAVD 88
 DG9840
 DG9840  VERT ORDER  -  SECOND    CLASS I
 DG9840
 DG9840.The horizontal coordinates were scaled from a topographic map and have
 DG9840.an estimated accuracy of +/- 6 seconds.
 DG9840
 DG9840.The orthometric height was determined by differential leveling
 DG9840.and adjusted by the National Geodetic Survey in March 2006..
 DG9840
 DG9840.The geoid height was determined by GEOID03.
 DG9840
 DG9840.The dynamic height is computed by dividing the NAVD 88
 DG9840.geopotential number by the normal gravity value computed on the
 DG9840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9840.degrees latitude (g = 980.6199 gals.).
 DG9840
 DG9840.The modeled gravity was interpolated from observed gravity values.
 DG9840
 DG9840;                    North         East    Units  Estimated Accuracy
 DG9840;SPC MN C     -   273,940.      694,060.      MT  (+/- 180 meters Scaled)
 DG9840
 DG9840                          SUPERSEDED SURVEY CONTROL
 DG9840
 DG9840.No superseded survey control is available for this station.
 DG9840
 DG9840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM982592(NAD 83)
 DG9840_MARKER: DD = SURVEY DISK
 DG9840_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9840_STAMPING: 5623 U 2000
 DG9840_MARK LOGO: MNDT  
 DG9840_PROJECTION: RECESSED 3 CENTIMETERS
 DG9840_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9840+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9840_ROD/PIPE-DEPTH:  7.6 meters
 DG9840
 DG9840  HISTORY     - Date     Condition        Report By
 DG9840  HISTORY     - 2000     MONUMENTED       MNDT
 DG9840
 DG9840                          STATION DESCRIPTION
 DG9840
 DG9840'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9840'THE MARK IS 3.5 MI (5.6 KM) SW OF PERHAM, 2.8 MI (4.5 KM) WEST ALONG
 DG9840'TH 108 FROM JCT OF TH 108 AND TH 78, AT TH 108 MP 35.65, 48.5 FT (14.8
 DG9840'M) NORTH OF TH 108, 22 FT (6.7 M) EAST OF DRIVEWAY, 1.8 FT (0.5 M)
 DG9840'SOUTH OF R/W POST, 4.1 FT (1.2 M) SW OF P-POLE, 2.0 FT (0.6 M) SW OF
 DG9840'WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9841 ***********************************************************************
 DG9841  DESIGNATION -  5623 V
 DG9841  PID         -  DG9841
 DG9841  STATE/COUNTY-  MN/OTTER TAIL
 DG9841  USGS QUAD   -  PERHAM (1973)
 DG9841
 DG9841                         *CURRENT SURVEY CONTROL
 DG9841  ___________________________________________________________________
 DG9841* NAD 83(1986)-  46 33 24.     (N)    095 36 56.     (W)     SCALED    
 DG9841* NAVD 88     -       424.048  (meters)    1391.23   (feet)  ADJUSTED  
 DG9841  ___________________________________________________________________
 DG9841  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DG9841  DYNAMIC HT  -         424.063 (meters)    1391.28  (feet)  COMP
 DG9841  MODELED GRAV-     980,636.7   (mgal)                       NAVD 88
 DG9841
 DG9841  VERT ORDER  -  SECOND    CLASS I
 DG9841
 DG9841.The horizontal coordinates were scaled from a topographic map and have
 DG9841.an estimated accuracy of +/- 6 seconds.
 DG9841
 DG9841.The orthometric height was determined by differential leveling
 DG9841.and adjusted by the National Geodetic Survey in March 2006..
 DG9841
 DG9841.The geoid height was determined by GEOID03.
 DG9841
 DG9841.The dynamic height is computed by dividing the NAVD 88
 DG9841.geopotential number by the normal gravity value computed on the
 DG9841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9841.degrees latitude (g = 980.6199 gals.).
 DG9841
 DG9841.The modeled gravity was interpolated from observed gravity values.
 DG9841
 DG9841;                    North         East    Units  Estimated Accuracy
 DG9841;SPC MN C     -   273,920.      695,300.      MT  (+/- 180 meters Scaled)
 DG9841
 DG9841                          SUPERSEDED SURVEY CONTROL
 DG9841
 DG9841.No superseded survey control is available for this station.
 DG9841
 DG9841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM995592(NAD 83)
 DG9841_MARKER: DD = SURVEY DISK
 DG9841_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9841_STAMPING: 5623 V 2000
 DG9841_MARK LOGO: MNDT  
 DG9841_PROJECTION: RECESSED 3 CENTIMETERS
 DG9841_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9841+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9841_ROD/PIPE-DEPTH:  7.6 meters
 DG9841
 DG9841  HISTORY     - Date     Condition        Report By
 DG9841  HISTORY     - 2000     MONUMENTED       MNDT
 DG9841
 DG9841                          STATION DESCRIPTION
 DG9841
 DG9841'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9841'THE MARK IS 3 MI (4.8 KM) SW OF PERHAM, 2.0 MI (3.2 KM) WEST ALONG TH
 DG9841'108 FROM JCT OF TH 108 AND TH 78, AT TH 108 MP 36.4, 54 FT (16.5 M)
 DG9841'NORTH OF TH 108, 161 FT (49.1 M) EAST OF 420TH AVE, 4.8 FT (1.5 M) SW
 DG9841'OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9842 ***********************************************************************
 DG9842  DESIGNATION -  5623 W
 DG9842  PID         -  DG9842
 DG9842  STATE/COUNTY-  MN/OTTER TAIL
 DG9842  USGS QUAD   -  PERHAM (1973)
 DG9842
 DG9842                         *CURRENT SURVEY CONTROL
 DG9842  ___________________________________________________________________
 DG9842* NAD 83(1986)-  46 33 29.     (N)    095 35 49.     (W)     SCALED    
 DG9842* NAVD 88     -       432.736  (meters)    1419.73   (feet)  ADJUSTED  
 DG9842  ___________________________________________________________________
 DG9842  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DG9842  DYNAMIC HT  -         432.749 (meters)    1419.78  (feet)  COMP
 DG9842  MODELED GRAV-     980,632.6   (mgal)                       NAVD 88
 DG9842
 DG9842  VERT ORDER  -  SECOND    CLASS I
 DG9842
 DG9842.The horizontal coordinates were scaled from a topographic map and have
 DG9842.an estimated accuracy of +/- 6 seconds.
 DG9842
 DG9842.The orthometric height was determined by differential leveling
 DG9842.and adjusted by the National Geodetic Survey in March 2006..
 DG9842
 DG9842.The geoid height was determined by GEOID03.
 DG9842
 DG9842.The dynamic height is computed by dividing the NAVD 88
 DG9842.geopotential number by the normal gravity value computed on the
 DG9842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9842.degrees latitude (g = 980.6199 gals.).
 DG9842
 DG9842.The modeled gravity was interpolated from observed gravity values.
 DG9842
 DG9842;                    North         East    Units  Estimated Accuracy
 DG9842;SPC MN C     -   274,050.      696,730.      MT  (+/- 180 meters Scaled)
 DG9842
 DG9842                          SUPERSEDED SURVEY CONTROL
 DG9842
 DG9842.No superseded survey control is available for this station.
 DG9842
 DG9842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM009593(NAD 83)
 DG9842_MARKER: DD = SURVEY DISK
 DG9842_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9842_STAMPING: 5623 W 2000
 DG9842_MARK LOGO: MNDT  
 DG9842_PROJECTION: RECESSED 5 CENTIMETERS
 DG9842_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9842+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9842_ROD/PIPE-DEPTH:  6.1 meters
 DG9842
 DG9842  HISTORY     - Date     Condition        Report By
 DG9842  HISTORY     - 2000     MONUMENTED       MNDT
 DG9842
 DG9842                          STATION DESCRIPTION
 DG9842
 DG9842'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9842'THE MARK IS 2.5 MI (4.0 KM) SSW OF PERHAM, 1.1 MI (1.8 KM) WEST ALONG
 DG9842'TH 108 FROM JCT OF TH 108 AND TH 78, AT TH 108 MP 37.3, 1.8 FT (0.5 M)
 DG9842'SOUTH OF R/W POST, 39.4 EAST OF P-POLE, 2.0 FT (0.6 M) SW OF WIT POST,
 DG9842'RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9832 ***********************************************************************
 DG9832  DESIGNATION -  5623 X
 DG9832  PID         -  DG9832
 DG9832  STATE/COUNTY-  MN/OTTER TAIL
 DG9832  USGS QUAD   -  STAR LAKE (1973)
 DG9832
 DG9832                         *CURRENT SURVEY CONTROL
 DG9832  ___________________________________________________________________
 DG9832* NAD 83(1986)-  46 33 22.     (N)    095 51 54.     (W)     SCALED    
 DG9832* NAVD 88     -       427.535  (meters)    1402.67   (feet)  ADJUSTED  
 DG9832  ___________________________________________________________________
 DG9832  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DG9832  DYNAMIC HT  -         427.556 (meters)    1402.74  (feet)  COMP
 DG9832  MODELED GRAV-     980,648.9   (mgal)                       NAVD 88
 DG9832
 DG9832  VERT ORDER  -  SECOND    CLASS I
 DG9832
 DG9832.The horizontal coordinates were scaled from a topographic map and have
 DG9832.an estimated accuracy of +/- 6 seconds.
 DG9832
 DG9832.The orthometric height was determined by differential leveling
 DG9832.and adjusted by the National Geodetic Survey in March 2006..
 DG9832.No vertical observational check was made to the station.
 DG9832
 DG9832.The geoid height was determined by GEOID03.
 DG9832
 DG9832.The dynamic height is computed by dividing the NAVD 88
 DG9832.geopotential number by the normal gravity value computed on the
 DG9832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9832.degrees latitude (g = 980.6199 gals.).
 DG9832
 DG9832.The modeled gravity was interpolated from observed gravity values.
 DG9832
 DG9832;                    North         East    Units  Estimated Accuracy
 DG9832;SPC MN C     -   274,220.      676,170.      MT  (+/- 180 meters Scaled)
 DG9832
 DG9832                          SUPERSEDED SURVEY CONTROL
 DG9832
 DG9832.No superseded survey control is available for this station.
 DG9832
 DG9832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM803598(NAD 83)
 DG9832_MARKER: DD = SURVEY DISK
 DG9832_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9832_STAMPING: 5623 X 2000
 DG9832_MARK LOGO: MNDT  
 DG9832_PROJECTION: RECESSED 3 CENTIMETERS
 DG9832_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9832+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9832_ROD/PIPE-DEPTH: 13.7 meters
 DG9832
 DG9832  HISTORY     - Date     Condition        Report By
 DG9832  HISTORY     - 2000     MONUMENTED       MNDT
 DG9832
 DG9832                          STATION DESCRIPTION
 DG9832
 DG9832'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9832'THE MARK IS 7 MI (11.3 KM) WEST OF DENT, 7.6 MI (12.2 KM) WEST ALONG
 DG9832'TH 108 FROM JCT OF TH 108 AND CO RD 35 IN DENT TO TH 108 MP 24.1,
 DG9832'THENCE 1.05 MI (1.69 KM) NORTH ON CO RD 41, 52.5 FT (16.0 M) EAST OF
 DG9832'CO RD 41, 13 FT (4.0 M) NORTH OF ENT, 5.6 FT (1.7 M) SOUTH OF WIT
 DG9832'POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9833 ***********************************************************************
 DG9833  DESIGNATION -  5623 Y
 DG9833  PID         -  DG9833
 DG9833  STATE/COUNTY-  MN/OTTER TAIL
 DG9833  USGS QUAD   -  STAR LAKE (1973)
 DG9833
 DG9833                         *CURRENT SURVEY CONTROL
 DG9833  ___________________________________________________________________
 DG9833* NAD 83(1986)-  46 34 16.     (N)    095 51 35.     (W)     SCALED    
 DG9833* NAVD 88     -       418.461  (meters)    1372.90   (feet)  ADJUSTED  
 DG9833  ___________________________________________________________________
 DG9833  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DG9833  DYNAMIC HT  -         418.483 (meters)    1372.97  (feet)  COMP
 DG9833  MODELED GRAV-     980,653.1   (mgal)                       NAVD 88
 DG9833
 DG9833  VERT ORDER  -  SECOND    CLASS I
 DG9833
 DG9833.The horizontal coordinates were scaled from a topographic map and have
 DG9833.an estimated accuracy of +/- 6 seconds.
 DG9833
 DG9833.The orthometric height was determined by differential leveling
 DG9833.and adjusted by the National Geodetic Survey in March 2006..
 DG9833.No vertical observational check was made to the station.
 DG9833
 DG9833.The geoid height was determined by GEOID03.
 DG9833
 DG9833.The dynamic height is computed by dividing the NAVD 88
 DG9833.geopotential number by the normal gravity value computed on the
 DG9833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9833.degrees latitude (g = 980.6199 gals.).
 DG9833
 DG9833.The modeled gravity was interpolated from observed gravity values.
 DG9833
 DG9833;                    North         East    Units  Estimated Accuracy
 DG9833;SPC MN C     -   275,880.      676,610.      MT  (+/- 180 meters Scaled)
 DG9833
 DG9833                          SUPERSEDED SURVEY CONTROL
 DG9833
 DG9833.No superseded survey control is available for this station.
 DG9833
 DG9833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM808614(NAD 83)
 DG9833_MARKER: DD = SURVEY DISK
 DG9833_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9833_STAMPING: 5623 Y 2000
 DG9833_MARK LOGO: MNDT  
 DG9833_PROJECTION: FLUSH
 DG9833_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9833+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9833_ROD/PIPE-DEPTH: 15.2 meters
 DG9833
 DG9833  HISTORY     - Date     Condition        Report By
 DG9833  HISTORY     - 2000     MONUMENTED       MNDT
 DG9833
 DG9833                          STATION DESCRIPTION
 DG9833
 DG9833'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9833'THE MARK IS 7 MI (11.3 KM) WEST OF DENT, 7.6 MI (12.2 KM) WEST ALONG
 DG9833'TH 108 FROM JCT OF TH 108 AND CO RD 35 IN DENT TO TH 108 MP 24.1,
 DG9833'THENCE 1.85 MI (2.98 KM) NORTH ON CO RD 41, 59 FT (18.0 M) NW OF CO
 DG9833'RD, 32 FT (9.8 M) EAST OF 300TH AVE, 4.2 FT (1.3 M) SSE OF FENCE COR,
 DG9833'4.8 FT (1.5 M) SSE OF WIT POST, MAGENTIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9831 ***********************************************************************
 DG9831  DESIGNATION -  5623 Z
 DG9831  PID         -  DG9831
 DG9831  STATE/COUNTY-  MN/OTTER TAIL
 DG9831  USGS QUAD   -  STAR LAKE (1973)
 DG9831
 DG9831                         *CURRENT SURVEY CONTROL
 DG9831  ___________________________________________________________________
 DG9831* NAD 83(1986)-  46 32 33.     (N)    095 51 52.     (W)     SCALED    
 DG9831* NAVD 88     -       415.552  (meters)    1363.36   (feet)  ADJUSTED  
 DG9831  ___________________________________________________________________
 DG9831  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DG9831  DYNAMIC HT  -         415.570 (meters)    1363.42  (feet)  COMP
 DG9831  MODELED GRAV-     980,644.6   (mgal)                       NAVD 88
 DG9831
 DG9831  VERT ORDER  -  SECOND    CLASS I
 DG9831
 DG9831.The horizontal coordinates were scaled from a topographic map and have
 DG9831.an estimated accuracy of +/- 6 seconds.
 DG9831
 DG9831.The orthometric height was determined by differential leveling
 DG9831.and adjusted by the National Geodetic Survey in March 2006..
 DG9831
 DG9831.The geoid height was determined by GEOID03.
 DG9831
 DG9831.The dynamic height is computed by dividing the NAVD 88
 DG9831.geopotential number by the normal gravity value computed on the
 DG9831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9831.degrees latitude (g = 980.6199 gals.).
 DG9831
 DG9831.The modeled gravity was interpolated from observed gravity values.
 DG9831
 DG9831;                    North         East    Units  Estimated Accuracy
 DG9831;SPC MN C     -   272,710.      676,190.      MT  (+/- 180 meters Scaled)
 DG9831
 DG9831                          SUPERSEDED SURVEY CONTROL
 DG9831
 DG9831.No superseded survey control is available for this station.
 DG9831
 DG9831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM803583(NAD 83)
 DG9831_MARKER: DD = SURVEY DISK
 DG9831_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9831_STAMPING: 5623 Z 2000
 DG9831_MARK LOGO: MNDT  
 DG9831_PROJECTION: FLUSH
 DG9831_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9831+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9831_ROD/PIPE-DEPTH: 19.8 meters
 DG9831
 DG9831  HISTORY     - Date     Condition        Report By
 DG9831  HISTORY     - 2000     MONUMENTED       MNDT
 DG9831
 DG9831                          STATION DESCRIPTION
 DG9831
 DG9831'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9831'THE MARK IS 7 MI (11.3 KM) WEST OF DENT, 7.6 MI (12.2 KM) WEST ALONG
 DG9831'TH 108 FROM JCT OF TH 108 AND CO RD 35 IN DENT, AT TH 108 MP 24.1, 74
 DG9831'FT (22.6 M) SOUTH OF TH 108, 42 FT (12.8 M) EAST OF 300TH AVE, 4.2 FT
 DG9831'(1.3 M) NORTH OF P-POLE, 4.0 FT (1.2 M) WEST OF WIT POST, FLUSH,
 DG9831'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4076 ***********************************************************************
 DH4076  DESIGNATION -  5624 A
 DH4076  PID         -  DH4076
 DH4076  STATE/COUNTY-  MN/OTTER TAIL
 DH4076  USGS QUAD   -  HENNING (1969)
 DH4076
 DH4076                         *CURRENT SURVEY CONTROL
 DH4076  ___________________________________________________________________
 DH4076* NAD 83(1996)-  46 19 31.50444(N)    095 27 25.43754(W)     ADJUSTED  
 DH4076* NAVD 88     -       433.03   (meters)    1420.7    (feet)  LEVELING  
 DH4076  ___________________________________________________________________
 DH4076  X           -    -419,628.969 (meters)                     COMP
 DH4076  Y           -  -4,392,511.292 (meters)                     COMP
 DH4076  Z           -   4,590,594.524 (meters)                     COMP
 DH4076  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 DH4076  ELLIP HEIGHT-         406.57  (meters)          (05/31/05) GPS OBS
 DH4076  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 DH4076
 DH4076  HORZ ORDER  -  FIRST
 DH4076  VERT ORDER  -  THIRD ?
 DH4076  ELLP ORDER  -  FOURTH    CLASS I
 DH4076
 DH4076.The horizontal coordinates were established by GPS observations
 DH4076.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH4076
 DH4076.The orthometric height was determined by differential leveling.
 DH4076.The vertical network tie was performed by a horz. field party for horz.
 DH4076.obs reductions. Reset procedures were used to establish the elevation.
 DH4076
 DH4076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4076
 DH4076.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4076
 DH4076.The ellipsoidal height was determined by GPS observations
 DH4076.and is referenced to NAD 83.
 DH4076
 DH4076.The geoid height was determined by GEOID03.
 DH4076
 DH4076;                    North         East     Units Scale Factor Converg.
 DH4076;SPC MN C     -   248,023.252   707,057.196   MT  0.99992204   -0 52 23.4
 DH4076;UTM  15      - 5,133,138.753   310,864.738   MT  1.00003974   -1 46 39.6
 DH4076
 DH4076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4076!SPC MN C     -   0.99993627  x   0.99992204  =   0.99985831
 DH4076!UTM  15      -   0.99993627  x   1.00003974  =   0.99997601
 DH4076
 DH4076                          SUPERSEDED SURVEY CONTROL
 DH4076
 DH4076.No superseded survey control is available for this station.
 DH4076
 DH4076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1086533139(NAD 83)
 DH4076_MARKER: DD = SURVEY DISK
 DH4076_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4076_STAMPING: 5624 A 2004
 DH4076_MARK LOGO: MNDT  
 DH4076_PROJECTION: RECESSED 5 CENTIMETERS
 DH4076_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4076+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH4076_ROD/PIPE-DEPTH:  7.6 meters
 DH4076
 DH4076  HISTORY     - Date     Condition        Report By
 DH4076  HISTORY     - 2004     MONUMENTED       MNDT
 DH4076
 DH4076                          STATION DESCRIPTION
 DH4076
 DH4076'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH4076'1.0 MILES NORTHWEST OF HENNING, 1.2 MILES NORTHWEST ALONG TRUNK HIGHWA
 DH4076'Y 108 FROM THE JUNCTION OF TRUNK HIGHWAY 108 AND TRUNK HIGHWAY 210 0.2
 DH4076'MILES EAST OF HENNING, AT TRUNK HIGHWAY 108 MILEPOINT 60.25, AT MAINT
 DH4076'ENANCE SHOP, 133.2 FEET SOUTH OF TRUNK HIGHWAY 108, 11.3 FEET EAST OF
 DH4076'EAST EDGE OF BITUMINOUS PARKING LOT, 1.0 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9820 ***********************************************************************
 DG9820  DESIGNATION -  5625 A
 DG9820  PID         -  DG9820
 DG9820  STATE/COUNTY-  MN/OTTER TAIL
 DG9820  USGS QUAD   -  LAKE OLAF (1973)
 DG9820
 DG9820                         *CURRENT SURVEY CONTROL
 DG9820  ___________________________________________________________________
 DG9820* NAD 83(1986)-  46 34 29.     (N)    096 10 36.     (W)     SCALED    
 DG9820* NAVD 88     -       407.258  (meters)    1336.15   (feet)  ADJUSTED  
 DG9820  ___________________________________________________________________
 DG9820  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DG9820  DYNAMIC HT  -         407.271 (meters)    1336.19  (feet)  COMP
 DG9820  MODELED GRAV-     980,633.6   (mgal)                       NAVD 88
 DG9820
 DG9820  VERT ORDER  -  SECOND    CLASS I
 DG9820
 DG9820.The horizontal coordinates were scaled from a topographic map and have
 DG9820.an estimated accuracy of +/- 6 seconds.
 DG9820
 DG9820.The orthometric height was determined by differential leveling
 DG9820.and adjusted by the National Geodetic Survey in March 2006..
 DG9820
 DG9820.The geoid height was determined by GEOID03.
 DG9820
 DG9820.The dynamic height is computed by dividing the NAVD 88
 DG9820.geopotential number by the normal gravity value computed on the
 DG9820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9820.degrees latitude (g = 980.6199 gals.).
 DG9820
 DG9820.The modeled gravity was interpolated from observed gravity values.
 DG9820
 DG9820;                    North         East    Units  Estimated Accuracy
 DG9820;SPC MN C     -   276,820.      652,330.      MT  (+/- 180 meters Scaled)
 DG9820
 DG9820                          SUPERSEDED SURVEY CONTROL
 DG9820
 DG9820.No superseded survey control is available for this station.
 DG9820
 DG9820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS163617(NAD 83)
 DG9820_MARKER: DD = SURVEY DISK
 DG9820_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9820_STAMPING: 5625 A 2000
 DG9820_MARK LOGO: MNDT  
 DG9820_PROJECTION: FLUSH
 DG9820_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9820+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9820_ROD/PIPE-DEPTH:  7.6 meters
 DG9820
 DG9820  HISTORY     - Date     Condition        Report By
 DG9820  HISTORY     - 2000     MONUMENTED       MNDT
 DG9820
 DG9820                          STATION DESCRIPTION
 DG9820
 DG9820'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9820'THE MARK IS 4.5 MI (7.2 KM) WEST OF PELICAN RAPIDS, 4.5 MI (7.2 KM)
 DG9820'WEST ALONG TH 108 FROM JCT OF TH 108 AND TH 59 IN PELICAN RAPIDS, AT
 DG9820'TH 108 MP 7.55, 72.5 FT (22.1 M) SOUTH OF TH 108, 16 FT (4.9 M) WEST
 DG9820'OF CO RD 30, 3.5 FT (1.1 M) NORTH OF FENCE, 40 FT (12.2 M) WSW OF
 DG9820'P-POLE, 2.7 FT (0.8 M) NORTH OF WIT POST, FLUSH, MAGNETIC, AND
 DG9820'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9819 ***********************************************************************
 DG9819  DESIGNATION -  5625 B
 DG9819  PID         -  DG9819
 DG9819  STATE/COUNTY-  MN/OTTER TAIL
 DG9819  USGS QUAD   -  LAKE OLAF (1973)
 DG9819
 DG9819                         *CURRENT SURVEY CONTROL
 DG9819  ___________________________________________________________________
 DG9819* NAD 83(1986)-  46 33 29.     (N)    096 12 20.     (W)     SCALED    
 DG9819* NAVD 88     -       416.065  (meters)    1365.04   (feet)  ADJUSTED  
 DG9819  ___________________________________________________________________
 DG9819  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DG9819  DYNAMIC HT  -         416.077 (meters)    1365.08  (feet)  COMP
 DG9819  MODELED GRAV-     980,629.6   (mgal)                       NAVD 88
 DG9819
 DG9819  VERT ORDER  -  SECOND    CLASS I
 DG9819
 DG9819.The horizontal coordinates were scaled from a topographic map and have
 DG9819.an estimated accuracy of +/- 6 seconds.
 DG9819
 DG9819.The orthometric height was determined by differential leveling
 DG9819.and adjusted by the National Geodetic Survey in March 2006..
 DG9819
 DG9819.The geoid height was determined by GEOID03.
 DG9819
 DG9819.The dynamic height is computed by dividing the NAVD 88
 DG9819.geopotential number by the normal gravity value computed on the
 DG9819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9819.degrees latitude (g = 980.6199 gals.).
 DG9819
 DG9819.The modeled gravity was interpolated from observed gravity values.
 DG9819
 DG9819;                    North         East    Units  Estimated Accuracy
 DG9819;SPC MN C     -   275,020.      650,070.      MT  (+/- 180 meters Scaled)
 DG9819
 DG9819                          SUPERSEDED SURVEY CONTROL
 DG9819
 DG9819.No superseded survey control is available for this station.
 DG9819
 DG9819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS141598(NAD 83)
 DG9819_MARKER: DD = SURVEY DISK
 DG9819_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9819_STAMPING: 5625 B 2000
 DG9819_MARK LOGO: MNDT  
 DG9819_PROJECTION: FLUSH
 DG9819_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9819+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9819_ROD/PIPE-DEPTH:  6.1 meters
 DG9819
 DG9819  HISTORY     - Date     Condition        Report By
 DG9819  HISTORY     - 2000     MONUMENTED       MNDT
 DG9819
 DG9819                          STATION DESCRIPTION
 DG9819
 DG9819'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9819'THE MARK IS 7.5 MI (12.1 KM) EAST OF LAWNDALE, 5.5 MI (8.9 KM) EAST
 DG9819'ALONG TH 108 FROM JCT OF TH 108 AND FAI 94 (2 MI EAST OF LAWNDALE) ,
 DG9819'AT TH 108 MP 5.5, 70 FT (21.3 M) SOUTH OF TH 108, 5 FT (1.5 M) NORTH
 DG9819'OF R /W POST, 5.1 FT (1.6 M) NNE OF WIT POST, FLUSH, MAGNETIC, AND
 DG9819'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9848 ***********************************************************************
 DG9848  DESIGNATION -  5625 BB
 DG9848  PID         -  DG9848
 DG9848  STATE/COUNTY-  MN/OTTER TAIL
 DG9848  USGS QUAD   -  LAKE OLAF (1973)
 DG9848
 DG9848                         *CURRENT SURVEY CONTROL
 DG9848  ___________________________________________________________________
 DG9848* NAD 83(1986)-  46 34 22.     (N)    096 09 04.     (W)     SCALED    
 DG9848* NAVD 88     -       396.647  (meters)    1301.33   (feet)  ADJUSTED  
 DG9848  ___________________________________________________________________
 DG9848  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DG9848  DYNAMIC HT  -         396.660 (meters)    1301.38  (feet)  COMP
 DG9848  MODELED GRAV-     980,633.3   (mgal)                       NAVD 88
 DG9848
 DG9848  VERT ORDER  -  SECOND    CLASS I
 DG9848
 DG9848.The horizontal coordinates were scaled from a topographic map and have
 DG9848.an estimated accuracy of +/- 6 seconds.
 DG9848
 DG9848.The orthometric height was determined by differential leveling
 DG9848.and adjusted by the National Geodetic Survey in March 2006..
 DG9848
 DG9848.The geoid height was determined by GEOID03.
 DG9848
 DG9848.The dynamic height is computed by dividing the NAVD 88
 DG9848.geopotential number by the normal gravity value computed on the
 DG9848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9848.degrees latitude (g = 980.6199 gals.).
 DG9848
 DG9848.The modeled gravity was interpolated from observed gravity values.
 DG9848
 DG9848;                    North         East    Units  Estimated Accuracy
 DG9848;SPC MN C     -   276,560.      654,290.      MT  (+/- 180 meters Scaled)
 DG9848
 DG9848                          SUPERSEDED SURVEY CONTROL
 DG9848
 DG9848.No superseded survey control is available for this station.
 DG9848
 DG9848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS183616(NAD 83)
 DG9848_MARKER: DB = BENCH MARK DISK
 DG9848_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG9848_STAMPING: 5625 BB 2000
 DG9848_MARK LOGO: MNHD  
 DG9848_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG9848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9848+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2001
 DG9848
 DG9848  HISTORY     - Date     Condition        Report By
 DG9848  HISTORY     - 1955     MONUMENTED       MNHD
 DG9848  HISTORY     - 20010911 GOOD             MNDT
 DG9848
 DG9848                          STATION DESCRIPTION
 DG9848
 DG9848'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG9848'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.25 MI (5.23
 DG9848'KM) WEST OF PELICAN RAPIDS, 3.25 MI (5.23 KM) WEST ALONG TH 108 FROM
 DG9848'JCT OF TH 108 AND TH 59 IN PELICAN RAPIDS, AT TH 108 MP 8.8, 74 FT
 DG9848'(22.6 M) SOUTH OF TH 108, 66 FT (20.1 M) EAST OF ENT, 4.1 FT (1.2 M)
 DG9848'WEST OF P-POLE, 0.4 FT (12.2 CM) WEST OF WIT POST, FLUSH, MAGNETIC,
 DG9848'AND SUITABLE FOR GPS.  THE MARK IS A PREFABRICATED CONCRETE POST WITH
 DG9848'DISK SET IN 1955 AND THEN STAMPED IN 2000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9818 ***********************************************************************
 DG9818  DESIGNATION -  5625 C
 DG9818  PID         -  DG9818
 DG9818  STATE/COUNTY-  MN/OTTER TAIL
 DG9818  USGS QUAD   -  LAKE OLAF (1973)
 DG9818
 DG9818                         *CURRENT SURVEY CONTROL
 DG9818  ___________________________________________________________________
 DG9818* NAD 83(1986)-  46 33 31.     (N)    096 13 38.     (W)     SCALED    
 DG9818* NAVD 88     -       411.646  (meters)    1350.54   (feet)  ADJUSTED  
 DG9818  ___________________________________________________________________
 DG9818  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DG9818  DYNAMIC HT  -         411.658 (meters)    1350.58  (feet)  COMP
 DG9818  MODELED GRAV-     980,630.1   (mgal)                       NAVD 88
 DG9818
 DG9818  VERT ORDER  -  SECOND    CLASS I
 DG9818
 DG9818.The horizontal coordinates were scaled from a topographic map and have
 DG9818.an estimated accuracy of +/- 6 seconds.
 DG9818
 DG9818.The orthometric height was determined by differential leveling
 DG9818.and adjusted by the National Geodetic Survey in March 2006..
 DG9818
 DG9818.The geoid height was determined by GEOID03.
 DG9818
 DG9818.The dynamic height is computed by dividing the NAVD 88
 DG9818.geopotential number by the normal gravity value computed on the
 DG9818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9818.degrees latitude (g = 980.6199 gals.).
 DG9818
 DG9818.The modeled gravity was interpolated from observed gravity values.
 DG9818
 DG9818;                    North         East    Units  Estimated Accuracy
 DG9818;SPC MN C     -   275,130.      648,410.      MT  (+/- 180 meters Scaled)
 DG9818
 DG9818                          SUPERSEDED SURVEY CONTROL
 DG9818
 DG9818.No superseded survey control is available for this station.
 DG9818
 DG9818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS125598(NAD 83)
 DG9818_MARKER: DD = SURVEY DISK
 DG9818_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9818_STAMPING: 5625 C 2000
 DG9818_MARK LOGO: MNDT  
 DG9818_PROJECTION: RECESSED 3 CENTIMETERS
 DG9818_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9818+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9818_ROD/PIPE-DEPTH:  6.1 meters
 DG9818
 DG9818  HISTORY     - Date     Condition        Report By
 DG9818  HISTORY     - 2000     MONUMENTED       MNDT
 DG9818
 DG9818                          STATION DESCRIPTION
 DG9818
 DG9818'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9818'THE MARK IS 6.5 MI (10.5 KM) EAST OF LAWNDALE, 4.4 MI (7.1 KM) EAST
 DG9818'ALONG TH 108 FROM JCT OF TH 108 AND FAI 94 (2 MI EAST OF LAWNDALE) ,
 DG9818'AT TH 108 MP 4.4, 73 FT (22.3 M) NORTH OF TH 108, 1.3 FT (0.4 M) SOUTH
 DG9818'OF R/W POST, 15.0 FT (4.6 M) SE OF CABLE MARKER, 3.0 FT (0.9 M) WEST
 DG9818'OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9849 ***********************************************************************
 DG9849  DESIGNATION -  5625 CC
 DG9849  PID         -  DG9849
 DG9849  STATE/COUNTY-  MN/OTTER TAIL
 DG9849  USGS QUAD   -  LAKE OLAF (1973)
 DG9849
 DG9849                         *CURRENT SURVEY CONTROL
 DG9849  ___________________________________________________________________
 DG9849* NAD 83(1986)-  46 34 19.     (N)    096 08 09.     (W)     SCALED    
 DG9849* NAVD 88     -       400.477  (meters)    1313.90   (feet)  ADJUSTED  
 DG9849  ___________________________________________________________________
 DG9849  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DG9849  DYNAMIC HT  -         400.489 (meters)    1313.94  (feet)  COMP
 DG9849  MODELED GRAV-     980,633.4   (mgal)                       NAVD 88
 DG9849
 DG9849  VERT ORDER  -  SECOND    CLASS I
 DG9849
 DG9849.The horizontal coordinates were scaled from a topographic map and have
 DG9849.an estimated accuracy of +/- 6 seconds.
 DG9849
 DG9849.The orthometric height was determined by differential leveling
 DG9849.and adjusted by the National Geodetic Survey in March 2006..
 DG9849
 DG9849.The geoid height was determined by GEOID03.
 DG9849
 DG9849.The dynamic height is computed by dividing the NAVD 88
 DG9849.geopotential number by the normal gravity value computed on the
 DG9849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9849.degrees latitude (g = 980.6199 gals.).
 DG9849
 DG9849.The modeled gravity was interpolated from observed gravity values.
 DG9849
 DG9849;                    North         East    Units  Estimated Accuracy
 DG9849;SPC MN C     -   276,440.      655,450.      MT  (+/- 180 meters Scaled)
 DG9849
 DG9849                          SUPERSEDED SURVEY CONTROL
 DG9849
 DG9849.No superseded survey control is available for this station.
 DG9849
 DG9849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS194615(NAD 83)
 DG9849_MARKER: DB = BENCH MARK DISK
 DG9849_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG9849_STAMPING: 5625 CC 2000
 DG9849_MARK LOGO: MNHD  
 DG9849_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG9849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9849+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2001
 DG9849
 DG9849  HISTORY     - Date     Condition        Report By
 DG9849  HISTORY     - 1955     MONUMENTED       MNHD
 DG9849  HISTORY     - 20010911 GOOD             MNDT
 DG9849
 DG9849                          STATION DESCRIPTION
 DG9849
 DG9849'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG9849'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.55 MI (4.10
 DG9849'KM) WEST OF PELICAN RAPIDS, 2.55 MI (4.10 KM) WEST ALONG TH 108 FROM
 DG9849'JCT OF TH 108 AND TH 59 IN PELICAN RAPIDS, AT TH 108 MP 9.5, 76 FT
 DG9849'(23.2 M) SOUTH OF TH 108, 36 FT (11.0 M) EAST 170TH AVE, 5.4 FT (1.6
 DG9849'M) NW OF P-POLE, 8.4 FT (2.6 M) WEST OF R/W, 0.4 FT (12.2 CM) NORTH OF
 DG9849'WIT POST, PROJECTS 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.  THE MARK
 DG9849'IS A PREFABRICATED CONCRETE POST WITH DISK SET IN 1955 AND THEN
 DG9849'STAMPED IN 2000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9816 ***********************************************************************
 DG9816  DESIGNATION -  5625 D
 DG9816  PID         -  DG9816
 DG9816  STATE/COUNTY-  MN/OTTER TAIL
 DG9816  USGS QUAD   -  LAWNDALE (1981)
 DG9816
 DG9816                         *CURRENT SURVEY CONTROL
 DG9816  ___________________________________________________________________
 DG9816* NAD 83(1986)-  46 33 33.     (N)    096 15 38.     (W)     SCALED    
 DG9816* NAVD 88     -       382.948  (meters)    1256.39   (feet)  ADJUSTED  
 DG9816  ___________________________________________________________________
 DG9816  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DG9816  DYNAMIC HT  -         382.960 (meters)    1256.43  (feet)  COMP
 DG9816  MODELED GRAV-     980,634.1   (mgal)                       NAVD 88
 DG9816
 DG9816  VERT ORDER  -  SECOND    CLASS I
 DG9816
 DG9816.The horizontal coordinates were scaled from a topographic map and have
 DG9816.an estimated accuracy of +/- 6 seconds.
 DG9816
 DG9816.The orthometric height was determined by differential leveling
 DG9816.and adjusted by the National Geodetic Survey in March 2006..
 DG9816
 DG9816.The geoid height was determined by GEOID03.
 DG9816
 DG9816.The dynamic height is computed by dividing the NAVD 88
 DG9816.geopotential number by the normal gravity value computed on the
 DG9816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9816.degrees latitude (g = 980.6199 gals.).
 DG9816
 DG9816.The modeled gravity was interpolated from observed gravity values.
 DG9816
 DG9816;                    North         East    Units  Estimated Accuracy
 DG9816;SPC MN C     -   275,250.      645,860.      MT  (+/- 180 meters Scaled)
 DG9816
 DG9816                          SUPERSEDED SURVEY CONTROL
 DG9816
 DG9816.No superseded survey control is available for this station.
 DG9816
 DG9816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS099598(NAD 83)
 DG9816_MARKER: DD = SURVEY DISK
 DG9816_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9816_STAMPING: 5625 D 2000
 DG9816_MARK LOGO: MNDT  
 DG9816_PROJECTION: FLUSH
 DG9816_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9816+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9816_ROD/PIPE-DEPTH:  6.1 meters
 DG9816
 DG9816  HISTORY     - Date     Condition        Report By
 DG9816  HISTORY     - 2000     MONUMENTED       MNDT
 DG9816
 DG9816                          STATION DESCRIPTION
 DG9816
 DG9816'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9816'THE MARK IS 4.8 MI (7.7 KM) EAST OF LAWNDALE, 2.8 MI (4.5 KM) EAST
 DG9816'ALONG TH 108 FROM JCT OF TH 108 AND FAI 94 (2 MI EAST OF LAWNDALE) ,
 DG9816'AT TH 108 MP 2.8, 172 FT (52.4 M) NORTH OF TH 108, 38 FT (11.6 M) WEST
 DG9816'OF 110TH AVE, 32 FT (9.8 M) SOUTH OF ENT, 3.5 FT (1.1 M) SW OF R/W
 DG9816'POST, 3 FT (0.9 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE
 DG9816'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9815 ***********************************************************************
 DG9815  DESIGNATION -  5625 E
 DG9815  PID         -  DG9815
 DG9815  STATE/COUNTY-  MN/OTTER TAIL
 DG9815  USGS QUAD   -  LAWNDALE (1981)
 DG9815
 DG9815                         *CURRENT SURVEY CONTROL
 DG9815  ___________________________________________________________________
 DG9815* NAD 83(1986)-  46 33 31.     (N)    096 16 24.     (W)     SCALED    
 DG9815* NAVD 88     -       372.712  (meters)    1222.81   (feet)  ADJUSTED  
 DG9815  ___________________________________________________________________
 DG9815  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 DG9815  DYNAMIC HT  -         372.724 (meters)    1222.85  (feet)  COMP
 DG9815  MODELED GRAV-     980,636.4   (mgal)                       NAVD 88
 DG9815
 DG9815  VERT ORDER  -  SECOND    CLASS I
 DG9815
 DG9815.The horizontal coordinates were scaled from a topographic map and have
 DG9815.an estimated accuracy of +/- 6 seconds.
 DG9815
 DG9815.The orthometric height was determined by differential leveling
 DG9815.and adjusted by the National Geodetic Survey in March 2006..
 DG9815
 DG9815.The geoid height was determined by GEOID03.
 DG9815
 DG9815.The dynamic height is computed by dividing the NAVD 88
 DG9815.geopotential number by the normal gravity value computed on the
 DG9815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9815.degrees latitude (g = 980.6199 gals.).
 DG9815
 DG9815.The modeled gravity was interpolated from observed gravity values.
 DG9815
 DG9815;                    North         East    Units  Estimated Accuracy
 DG9815;SPC MN C     -   275,220.      644,880.      MT  (+/- 180 meters Scaled)
 DG9815
 DG9815                          SUPERSEDED SURVEY CONTROL
 DG9815
 DG9815.No superseded survey control is available for this station.
 DG9815
 DG9815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS089597(NAD 83)
 DG9815_MARKER: DD = SURVEY DISK
 DG9815_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9815_STAMPING: 5625 E 2000
 DG9815_MARK LOGO: MNDT  
 DG9815_PROJECTION: RECESSED 3 CENTIMETERS
 DG9815_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9815+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9815_ROD/PIPE-DEPTH:  6.1 meters
 DG9815
 DG9815  HISTORY     - Date     Condition        Report By
 DG9815  HISTORY     - 2000     MONUMENTED       MNDT
 DG9815
 DG9815                          STATION DESCRIPTION
 DG9815
 DG9815'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9815'THE MARK IS 4.2 MI (6.8 KM) EAST OF LAWNDALE, 2.2 MI (3.5 KM) EAST
 DG9815'ALONG TH 108 FROM JCT OF TH 108 AND FAI 94 (2 MI EAST OF LAWNDALE) ,
 DG9815'AT TH 108 MP 2.2, 64.5 FT (19.7 M) SOUTH OF TH 108, 3.9 FT (1.2 M)
 DG9815'EAST OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9850 ***********************************************************************
 DG9850  DESIGNATION -  5625 EE
 DG9850  PID         -  DG9850
 DG9850  STATE/COUNTY-  MN/OTTER TAIL
 DG9850  USGS QUAD   -  PELICAN RAPIDS (1973)
 DG9850
 DG9850                         *CURRENT SURVEY CONTROL
 DG9850  ___________________________________________________________________
 DG9850* NAD 83(1986)-  46 34 16.     (N)    096 05 57.     (W)     SCALED    
 DG9850* NAVD 88     -       402.733  (meters)    1321.30   (feet)  ADJUSTED  
 DG9850  ___________________________________________________________________
 DG9850  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DG9850  DYNAMIC HT  -         402.746 (meters)    1321.34  (feet)  COMP
 DG9850  MODELED GRAV-     980,633.8   (mgal)                       NAVD 88
 DG9850
 DG9850  VERT ORDER  -  SECOND    CLASS I
 DG9850
 DG9850.The horizontal coordinates were scaled from a topographic map and have
 DG9850.an estimated accuracy of +/- 6 seconds.
 DG9850
 DG9850.The orthometric height was determined by differential leveling
 DG9850.and adjusted by the National Geodetic Survey in March 2006..
 DG9850
 DG9850.The geoid height was determined by GEOID03.
 DG9850
 DG9850.The dynamic height is computed by dividing the NAVD 88
 DG9850.geopotential number by the normal gravity value computed on the
 DG9850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9850.degrees latitude (g = 980.6199 gals.).
 DG9850
 DG9850.The modeled gravity was interpolated from observed gravity values.
 DG9850
 DG9850;                    North         East    Units  Estimated Accuracy
 DG9850;SPC MN C     -   276,280.      658,260.      MT  (+/- 180 meters Scaled)
 DG9850
 DG9850                          SUPERSEDED SURVEY CONTROL
 DG9850
 DG9850.No superseded survey control is available for this station.
 DG9850
 DG9850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS222615(NAD 83)
 DG9850_MARKER: DB = BENCH MARK DISK
 DG9850_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG9850_STAMPING: 5625 EE 2000
 DG9850_MARK LOGO: MNHD  
 DG9850_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG9850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9850+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2001
 DG9850
 DG9850  HISTORY     - Date     Condition        Report By
 DG9850  HISTORY     - 1955     MONUMENTED       MNHD
 DG9850  HISTORY     - 20010911 GOOD             MNDT
 DG9850
 DG9850                          STATION DESCRIPTION
 DG9850
 DG9850'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG9850'THE MARK WAS RECOVERED IN GOOD CONDTITION.  THE MARK IS 0.75 MI (1.21
 DG9850'KM) WEST OF PELICAN RAPIDS, 0.75 MI (1.21 KM) WEST ALONG TH 108 FROM
 DG9850'JCT OF TH 108 AND TH 59 IN PELICAN RAPIDS, AT TH 108 MP 11.30, 74 FT
 DG9850'(22.6 M) SOUTH OF TH 108, 25 FT (7.6 M) WEST OF 188TH AVE, 1.3 FT (0.4
 DG9850'M) WSW OF CABLE MARKER, 0.4 FT (12.2 CM) NORTH OF WIT POST, FLUSH,
 DG9850'MAGNETIC, AND SUITABLE FOR GPS.  THE MARK IS A PREFABRICATED CONCRETE
 DG9850'POST WITH DISK SET IN 1955 AND THEN STAMPED IN 2000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9814 ***********************************************************************
 DG9814  DESIGNATION -  5625 F
 DG9814  PID         -  DG9814
 DG9814  STATE/COUNTY-  MN/OTTER TAIL
 DG9814  USGS QUAD   -  LAWNDALE (1981)
 DG9814
 DG9814                         *CURRENT SURVEY CONTROL
 DG9814  ___________________________________________________________________
 DG9814* NAD 83(1986)-  46 33 32.     (N)    096 17 44.     (W)     SCALED    
 DG9814* NAVD 88     -       356.588  (meters)    1169.91   (feet)  ADJUSTED  
 DG9814  ___________________________________________________________________
 DG9814  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DG9814  DYNAMIC HT  -         356.602 (meters)    1169.95  (feet)  COMP
 DG9814  MODELED GRAV-     980,641.7   (mgal)                       NAVD 88
 DG9814
 DG9814  VERT ORDER  -  SECOND    CLASS I
 DG9814
 DG9814.The horizontal coordinates were scaled from a topographic map and have
 DG9814.an estimated accuracy of +/- 6 seconds.
 DG9814
 DG9814.The orthometric height was determined by differential leveling
 DG9814.and adjusted by the National Geodetic Survey in March 2006..
 DG9814
 DG9814.The geoid height was determined by GEOID03.
 DG9814
 DG9814.The dynamic height is computed by dividing the NAVD 88
 DG9814.geopotential number by the normal gravity value computed on the
 DG9814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9814.degrees latitude (g = 980.6199 gals.).
 DG9814
 DG9814.The modeled gravity was interpolated from observed gravity values.
 DG9814
 DG9814;                    North         East    Units  Estimated Accuracy
 DG9814;SPC MN C     -   275,290.      643,180.      MT  (+/- 180 meters Scaled)
 DG9814
 DG9814                          SUPERSEDED SURVEY CONTROL
 DG9814
 DG9814.No superseded survey control is available for this station.
 DG9814
 DG9814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS072597(NAD 83)
 DG9814_MARKER: DD = SURVEY DISK
 DG9814_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9814_STAMPING: 5625 F 2000
 DG9814_MARK LOGO: MNDT  
 DG9814_PROJECTION: RECESSED 3 CENTIMETERS
 DG9814_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9814+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG9814_ROD/PIPE-DEPTH:  7.6 meters
 DG9814
 DG9814  HISTORY     - Date     Condition        Report By
 DG9814  HISTORY     - 2000     MONUMENTED       MNDT
 DG9814
 DG9814                          STATION DESCRIPTION
 DG9814
 DG9814'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG9814'THE MARK IS 3.15 MI (5.07 KM) EAST OF LAWNDALE, 1.15 MI (1.85 KM) EAST
 DG9814'ALONG TH 108 FROM JCT OF TH 108 AND FAI 94 (2 MI EAST OF LAWNDALE) ,
 DG9814'AT TH 108 MP 1.15, 72 FT (21.9 M) SW OF R/W POST, 24.2 FT (7.4 M) ESE
 DG9814'OF P-POLE, 2.6 FT (0.8 M) SOUTH OF WIT POST, RECESSED 1 INCH,
 DG9814'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0198 ***********************************************************************
 RP0198  DESIGNATION -  5680 A
 RP0198  PID         -  RP0198
 RP0198  STATE/COUNTY-  MN/OTTER TAIL
 RP0198  USGS QUAD   -  ROTHSAY (1981)
 RP0198
 RP0198                         *CURRENT SURVEY CONTROL
 RP0198  ___________________________________________________________________
 RP0198* NAD 83(1986)-  46 28 18.     (N)    096 15 44.     (W)     SCALED    
 RP0198* NAVD 88     -       389.116  (meters)    1276.62   (feet)  ADJUSTED  
 RP0198  ___________________________________________________________________
 RP0198  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 RP0198  DYNAMIC HT  -         389.120 (meters)    1276.64  (feet)  COMP
 RP0198  MODELED GRAV-     980,613.8   (mgal)                       NAVD 88
 RP0198
 RP0198  VERT ORDER  -  SECOND    CLASS 0
 RP0198
 RP0198.The horizontal coordinates were scaled from a topographic map and have
 RP0198.an estimated accuracy of +/- 6 seconds.
 RP0198
 RP0198.The orthometric height was determined by differential leveling
 RP0198.and adjusted by the National Geodetic Survey in June 1991..
 RP0198
 RP0198.The geoid height was determined by GEOID03.
 RP0198
 RP0198.The dynamic height is computed by dividing the NAVD 88
 RP0198.geopotential number by the normal gravity value computed on the
 RP0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0198.degrees latitude (g = 980.6199 gals.).
 RP0198
 RP0198.The modeled gravity was interpolated from observed gravity values.
 RP0198
 RP0198;                    North         East    Units  Estimated Accuracy
 RP0198;SPC MN C     -   265,530.      645,490.      MT  (+/- 180 meters Scaled)
 RP0198
 RP0198                          SUPERSEDED SURVEY CONTROL
 RP0198
 RP0198  NGVD 29 (??/??/92)  388.830  (m)         1275.69   (f) ADJ UNCH    2 0
 RP0198
 RP0198.Superseded values are not recommended for survey control.
 RP0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0198.See file dsdata.txt to determine how the superseded data were derived.
 RP0198
 RP0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS101500(NAD 83)
 RP0198_MARKER: DD = SURVEY DISK
 RP0198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0198_SP_SET: BRIDGE
 RP0198_STAMPING: 5680 A 1968
 RP0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0198
 RP0198  HISTORY     - Date     Condition        Report By
 RP0198  HISTORY     - 1968     MONUMENTED       MNDT
 RP0198  HISTORY     - 19940808 GOOD             USPSQD
 RP0198
 RP0198                          STATION DESCRIPTION
 RP0198
 RP0198'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0198'0.9 MI E FROM ROTHSAY.
 RP0198'MARK IS LOCATED ABOUT 0.9 MILE EAST OF ROTHSAY AT COUNTY ROAD NO. 24
 RP0198'OVER FAI 94.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK,
 RP0198'STAMPED 5680-A 1968, SET IN THE SOUTHEAST CORNER OF BRIDGE NO. 56804.
 RP0198'NE1/4 SECTION 31, T 135N, R 44W.
 RP0198
 RP0198                          STATION RECOVERY (1994)
 RP0198
 RP0198'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0195 ***********************************************************************
 RP0195  DESIGNATION -  5680 A 1
 RP0195  PID         -  RP0195
 RP0195  STATE/COUNTY-  MN/OTTER TAIL
 RP0195  USGS QUAD   -  ROTHSAY (1981)
 RP0195
 RP0195                         *CURRENT SURVEY CONTROL
 RP0195  ___________________________________________________________________
 RP0195* NAD 83(1986)-  46 27 27.     (N)    096 15 06.     (W)     SCALED    
 RP0195* NAVD 88     -       374.774  (meters)    1229.57   (feet)  ADJUSTED  
 RP0195  ___________________________________________________________________
 RP0195  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 RP0195  DYNAMIC HT  -         374.777 (meters)    1229.58  (feet)  COMP
 RP0195  MODELED GRAV-     980,611.6   (mgal)                       NAVD 88
 RP0195
 RP0195  VERT ORDER  -  SECOND    CLASS 0
 RP0195
 RP0195.The horizontal coordinates were scaled from a topographic map and have
 RP0195.an estimated accuracy of +/- 6 seconds.
 RP0195
 RP0195.The orthometric height was determined by differential leveling
 RP0195.and adjusted by the National Geodetic Survey in June 1991..
 RP0195
 RP0195.The geoid height was determined by GEOID03.
 RP0195
 RP0195.The dynamic height is computed by dividing the NAVD 88
 RP0195.geopotential number by the normal gravity value computed on the
 RP0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0195.degrees latitude (g = 980.6199 gals.).
 RP0195
 RP0195.The modeled gravity was interpolated from observed gravity values.
 RP0195
 RP0195;                    North         East    Units  Estimated Accuracy
 RP0195;SPC MN C     -   263,940.      646,260.      MT  (+/- 180 meters Scaled)
 RP0195
 RP0195                          SUPERSEDED SURVEY CONTROL
 RP0195
 RP0195  NGVD 29 (??/??/92)  374.491  (m)         1228.64   (f) ADJ UNCH    2 0
 RP0195
 RP0195.Superseded values are not recommended for survey control.
 RP0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0195.See file dsdata.txt to determine how the superseded data were derived.
 RP0195
 RP0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS110485(NAD 83)
 RP0195_MARKER: DD = SURVEY DISK
 RP0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0195_SP_SET: MONUMENT
 RP0195_STAMPING: 5680-A1 1968
 RP0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0195
 RP0195  HISTORY     - Date     Condition        Report By
 RP0195  HISTORY     - 1968     MONUMENTED       MNDT
 RP0195  HISTORY     - 1969     GOOD             MNDT
 RP0195  HISTORY     - 19940808 MARK NOT FOUND   USPSQD
 RP0195
 RP0195                          STATION DESCRIPTION
 RP0195
 RP0195'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0195'2.0 MI ESE FROM ROTHSAY.
 RP0195'MARK IS LOCATED NEAR THE NORTH 1/4 CORNER, SECTION 5, T134N, R44W,
 RP0195'ABOUT 2.0 MILES EAST-SOUTHEAST OF ROTHSAY.  MARK IS A STANDARD
 RP0195'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 5680-A1 1968, SET IN A
 RP0195'CONCRETE MONUMENT.  MARK IS 96 FEET WEST OF THE EASTBOUND CENTERLINE
 RP0195'OF F.A.I. 94 (STA. 294+75) 2.0 FEET EAST OF R/W FENCE, 2.0 FEET
 RP0195'NORTHEAST OF STEEL WITNESS POST AND PROJECTING 6 INCHES ABOVE GROUND.
 RP0195
 RP0195                          STATION RECOVERY (1994)
 RP0195
 RP0195'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0145 ***********************************************************************
 RP0145  DESIGNATION -  5680 AA
 RP0145  PID         -  RP0145
 RP0145  STATE/COUNTY-  MN/OTTER TAIL
 RP0145  USGS QUAD   -  DAYTON HOLLOW DAM (1967)
 RP0145
 RP0145                         *CURRENT SURVEY CONTROL
 RP0145  ___________________________________________________________________
 RP0145* NAD 83(1986)-  46 12 38.     (N)    096 01 25.     (W)     SCALED    
 RP0145* NAVD 88     -       380.391  (meters)    1248.00   (feet)  ADJUSTED  
 RP0145  ___________________________________________________________________
 RP0145  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 RP0145  DYNAMIC HT  -         380.393 (meters)    1248.01  (feet)  COMP
 RP0145  MODELED GRAV-     980,607.4   (mgal)                       NAVD 88
 RP0145
 RP0145  VERT ORDER  -  SECOND    CLASS 0
 RP0145
 RP0145.The horizontal coordinates were scaled from a topographic map and have
 RP0145.an estimated accuracy of +/- 6 seconds.
 RP0145
 RP0145.The orthometric height was determined by differential leveling
 RP0145.and adjusted by the National Geodetic Survey in June 1991..
 RP0145
 RP0145.The geoid height was determined by GEOID03.
 RP0145
 RP0145.The dynamic height is computed by dividing the NAVD 88
 RP0145.geopotential number by the normal gravity value computed on the
 RP0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0145.degrees latitude (g = 980.6199 gals.).
 RP0145
 RP0145.The modeled gravity was interpolated from observed gravity values.
 RP0145
 RP0145;                    North         East    Units  Estimated Accuracy
 RP0145;SPC MN C     -   236,080.      663,150.      MT  (+/- 180 meters Scaled)
 RP0145
 RP0145                          SUPERSEDED SURVEY CONTROL
 RP0145
 RP0145  NGVD 29 (??/??/92)  380.160  (m)         1247.24   (f) ADJ UNCH    2 0
 RP0145
 RP0145.Superseded values are not recommended for survey control.
 RP0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0145.See file dsdata.txt to determine how the superseded data were derived.
 RP0145
 RP0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS295217(NAD 83)
 RP0145_MARKER: DD = SURVEY DISK
 RP0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0145_SP_SET: MONUMENT
 RP0145_STAMPING: 5680-AA 1966
 RP0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0145
 RP0145  HISTORY     - Date     Condition        Report By
 RP0145  HISTORY     - 1966     MONUMENTED       MNDT
 RP0145  HISTORY     - 1967     GOOD             MNDT
 RP0145
 RP0145                          STATION DESCRIPTION
 RP0145
 RP0145'DESCRIBED BY MN DEPT OF TRANSP 1967
 RP0145'5.0 MI SE FROM FERGUS FALLS.
 RP0145'THE MARK IS LOCATED IN THE SE 1/4, SECTION 25, T132N, R43W.  ABOUT
 RP0145'1000 FT. WEST OF T.H.S 59, 52 AND F.A.I. 94 INTERCHANGE 5.0 MILES
 RP0145'SOUTHEAST OF FERGUS FALLS.  MARK IS A STANDARD MINNESOTA HIGHWAY
 RP0145'DEPARTMENT DISK, STAMPED 5680 AA 1966, SET IN A PRE-CAST CONCRETE
 RP0145'MONUMENT.  MARK IS 85 FEET SOUTH OF THE CENTERLINE OF EASTBOUND F.A.I.
 RP0145'94 (STA. 1392+00), 15 FEET NORTH OF THE R/W FENCE, 1.0 FOOT NORTH OF A
 RP0145'STEEL WITNESS POST, ABOUT 2300 FEET EAST OF MILE POST 61 AND
 RP0145'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0194 ***********************************************************************
 RP0194  DESIGNATION -  5680 B
 RP0194  PID         -  RP0194
 RP0194  STATE/COUNTY-  MN/OTTER TAIL
 RP0194  USGS QUAD   -  ELIZABETH (1973)
 RP0194
 RP0194                         *CURRENT SURVEY CONTROL
 RP0194  ___________________________________________________________________
 RP0194* NAD 83(1986)-  46 26 30.     (N)    096 14 11.     (W)     SCALED    
 RP0194* NAVD 88     -       373.674  (meters)    1225.96   (feet)  ADJUSTED  
 RP0194  ___________________________________________________________________
 RP0194  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 RP0194  DYNAMIC HT  -         373.676 (meters)    1225.97  (feet)  COMP
 RP0194  MODELED GRAV-     980,609.3   (mgal)                       NAVD 88
 RP0194
 RP0194  VERT ORDER  -  SECOND    CLASS 0
 RP0194
 RP0194.The horizontal coordinates were scaled from a topographic map and have
 RP0194.an estimated accuracy of +/- 6 seconds.
 RP0194
 RP0194.The orthometric height was determined by differential leveling
 RP0194.and adjusted by the National Geodetic Survey in June 1991..
 RP0194
 RP0194.The geoid height was determined by GEOID03.
 RP0194
 RP0194.The dynamic height is computed by dividing the NAVD 88
 RP0194.geopotential number by the normal gravity value computed on the
 RP0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0194.degrees latitude (g = 980.6199 gals.).
 RP0194
 RP0194.The modeled gravity was interpolated from observed gravity values.
 RP0194
 RP0194;                    North         East    Units  Estimated Accuracy
 RP0194;SPC MN C     -   262,150.      647,380.      MT  (+/- 180 meters Scaled)
 RP0194
 RP0194                          SUPERSEDED SURVEY CONTROL
 RP0194
 RP0194  NGVD 29 (??/??/92)  373.393  (m)         1225.04   (f) ADJ UNCH    2 0
 RP0194
 RP0194.Superseded values are not recommended for survey control.
 RP0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0194.See file dsdata.txt to determine how the superseded data were derived.
 RP0194
 RP0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS122468(NAD 83)
 RP0194_MARKER: DD = SURVEY DISK
 RP0194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0194_SP_SET: BRIDGE ABUTMENT
 RP0194_STAMPING: 5680 B 1968
 RP0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0194
 RP0194  HISTORY     - Date     Condition        Report By
 RP0194  HISTORY     - 1968     MONUMENTED       MNDT
 RP0194  HISTORY     - 19940808 GOOD             USPSQD
 RP0194
 RP0194                          STATION DESCRIPTION
 RP0194
 RP0194'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0194'2.0 MI SE FROM ROTHSAY.
 RP0194'MARK IS LOCATED IN THE NW1/4, SECTION 9, T134N, R44W, ABOUT 2.0 MILES
 RP0194'SOUTHEAST OF ROTHSAY AT TOWNSHIP ROAD OVER F.A.I. 94.  MARK IS A
 RP0194'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 5680 B 1968, SET
 RP0194'IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE (NO. 56805).
 RP0194
 RP0194                          STATION RECOVERY (1994)
 RP0194
 RP0194'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0143 ***********************************************************************
 RP0143  DESIGNATION -  5680 BB 1
 RP0143  PID         -  RP0143
 RP0143  STATE/COUNTY-  MN/OTTER TAIL
 RP0143  USGS QUAD   -  DAYTON HOLLOW DAM (1967)
 RP0143
 RP0143                         *CURRENT SURVEY CONTROL
 RP0143  ___________________________________________________________________
 RP0143* NAD 83(1986)-  46 12 30.     (N)    096 01 06.     (W)     SCALED    
 RP0143* NAVD 88     -       386.246  (meters)    1267.21   (feet)  ADJUSTED  
 RP0143  ___________________________________________________________________
 RP0143  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 RP0143  DYNAMIC HT  -         386.247 (meters)    1267.21  (feet)  COMP
 RP0143  MODELED GRAV-     980,607.3   (mgal)                       NAVD 88
 RP0143
 RP0143  VERT ORDER  -  SECOND    CLASS 0
 RP0143
 RP0143.The horizontal coordinates were scaled from a topographic map and have
 RP0143.an estimated accuracy of +/- 6 seconds.
 RP0143
 RP0143.The orthometric height was determined by differential leveling
 RP0143.and adjusted by the National Geodetic Survey in June 1991..
 RP0143
 RP0143.The geoid height was determined by GEOID03.
 RP0143
 RP0143.The dynamic height is computed by dividing the NAVD 88
 RP0143.geopotential number by the normal gravity value computed on the
 RP0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0143.degrees latitude (g = 980.6199 gals.).
 RP0143
 RP0143.The modeled gravity was interpolated from observed gravity values.
 RP0143
 RP0143;                    North         East    Units  Estimated Accuracy
 RP0143;SPC MN C     -   235,830.      663,560.      MT  (+/- 180 meters Scaled)
 RP0143
 RP0143                          SUPERSEDED SURVEY CONTROL
 RP0143
 RP0143  NGVD 29 (??/??/92)  386.016  (m)         1266.45   (f) ADJ UNCH    2 0
 RP0143
 RP0143.Superseded values are not recommended for survey control.
 RP0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0143.See file dsdata.txt to determine how the superseded data were derived.
 RP0143
 RP0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS300215(NAD 83)
 RP0143_MARKER: DD = SURVEY DISK
 RP0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0143_SP_SET: MONUMENT
 RP0143_STAMPING: 5680-BB 1 1966
 RP0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0143+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 RP0143
 RP0143  HISTORY     - Date     Condition        Report By
 RP0143  HISTORY     - 1966     MONUMENTED       MNDT
 RP0143  HISTORY     - 1967     GOOD             MNDT
 RP0143  HISTORY     - 1980     GOOD             MNDT
 RP0143  HISTORY     - 20030410 GOOD             DUCKS
 RP0143
 RP0143                          STATION DESCRIPTION
 RP0143
 RP0143'DESCRIBED BY MN DEPT OF TRANSP 1967
 RP0143'5.0 MI SE FROM FERGUS FALLS.
 RP0143'MARK IS LOCATED IN THE SW 1/4, SECTION 30, T132N, R42W IN THE NE
 RP0143'CORNER OF INTERCHANGE OF T.H. 59, 52 AND F.A.I. 94 ABOUT 5.0 MILES
 RP0143'SOUTHEAST OF FERGUS FALLS.  MARK IS A STANDARD MINNESOTA HIGHWAY
 RP0143'DEPARTMENT DISK, STAMPED 5680 BB 1 1966, SET IN A PRE-CAST CONCRETE
 RP0143'MONUMENT.  MARK IS 75 FEET NORTHEAST OF EXIT RAMP FROM WESTBOUND
 RP0143'F.A.I. 94 TO T.H. 59, 1.0 FOOT SOUTHWEST OF R/W FENCE AND STEEL
 RP0143'WITNESS POST, 300 FEET NORTH OF EASTBOUND F.A.I. 94 (STA. 1411+00) AND
 RP0143'BURIED 3 INCHES BELOW GROUND.
 RP0143
 RP0143                          STATION RECOVERY (1980)
 RP0143
 RP0143'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 RP0143'IT IS LOCATED 5.0 MILES SOUTHEAST OF FERGUS FALLS NEAR THE JUNCTION
 RP0143'OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 59. IT IS AT INTERSTATE
 RP0143'HIGHWAY 94 MILEPOINT 61.8. IT IS 300 FEET NORTH OF THE CENTERLINE OF
 RP0143'INTERSTATE HIGHWAY 94 AT EASTBOUND STATION 1411 & 00, 75 FEET
 RP0143'NORTHEAST OF THE WESTBOUND EXIT RAMP, AND 0.5 FEET SOUTHWEST OF THE
 RP0143'RIGHT-OF-WAY FENCE. IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 RP0143'BENCH MARK DISK SET IN THE TOP OF A PRE-CASR CONCRETE MONUMENT
 RP0143'(MAGNETIC). IT IS 3 INCHES BELOW THE SURFACE OF THE GROUND AND IS 0.5
 RP0143'FEET SOUTHWEST OF A STEEL WITNESS POST.
 RP0143
 RP0143                          STATION RECOVERY (2003)
 RP0143
 RP0143'RECOVERY NOTE BY DUCKS UNLIMITED 2003 (GLJ)
 RP0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0190 ***********************************************************************
 RP0190  DESIGNATION -  5680 C
 RP0190  PID         -  RP0190
 RP0190  STATE/COUNTY-  MN/OTTER TAIL
 RP0190  USGS QUAD   -  ELIZABETH (1973)
 RP0190
 RP0190                         *CURRENT SURVEY CONTROL
 RP0190  ___________________________________________________________________
 RP0190* NAD 83(1986)-  46 25 13.     (N)    096 13 06.     (W)     SCALED    
 RP0190* NAVD 88     -       397.551  (meters)    1304.30   (feet)  ADJUSTED  
 RP0190  ___________________________________________________________________
 RP0190  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 RP0190  DYNAMIC HT  -         397.552 (meters)    1304.30  (feet)  COMP
 RP0190  MODELED GRAV-     980,607.2   (mgal)                       NAVD 88
 RP0190
 RP0190  VERT ORDER  -  SECOND    CLASS 0
 RP0190
 RP0190.The horizontal coordinates were scaled from a topographic map and have
 RP0190.an estimated accuracy of +/- 6 seconds.
 RP0190
 RP0190.The orthometric height was determined by differential leveling
 RP0190.and adjusted by the National Geodetic Survey in June 1991..
 RP0190
 RP0190.The geoid height was determined by GEOID03.
 RP0190
 RP0190.The dynamic height is computed by dividing the NAVD 88
 RP0190.geopotential number by the normal gravity value computed on the
 RP0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0190.degrees latitude (g = 980.6199 gals.).
 RP0190
 RP0190.The modeled gravity was interpolated from observed gravity values.
 RP0190
 RP0190;                    North         East    Units  Estimated Accuracy
 RP0190;SPC MN C     -   259,740.      648,710.      MT  (+/- 180 meters Scaled)
 RP0190
 RP0190                          SUPERSEDED SURVEY CONTROL
 RP0190
 RP0190  NGVD 29 (??/??/92)  397.272  (m)         1303.38   (f) ADJ UNCH    2 0
 RP0190
 RP0190.Superseded values are not recommended for survey control.
 RP0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0190.See file dsdata.txt to determine how the superseded data were derived.
 RP0190
 RP0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS137445(NAD 83)
 RP0190_MARKER: DD = SURVEY DISK
 RP0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0190_SP_SET: MONUMENT
 RP0190_STAMPING: 5680-C 1968
 RP0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0190
 RP0190  HISTORY     - Date     Condition        Report By
 RP0190  HISTORY     - 1968     MONUMENTED       MNDT
 RP0190  HISTORY     - 1973     MARK NOT FOUND   USGS
 RP0190
 RP0190                          STATION DESCRIPTION
 RP0190
 RP0190'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0190'4.5 MI N FROM CARLISLE.
 RP0190'MARK IS LOCATED NEAR THE EAST 1/4 CORNER OF SECTION 16, T134N, R44W,
 RP0190'ABOUT 4.5 MILES NORTH OF CARLISLE ALONG F.A.I. 94.  MARK IS A STANDARD
 RP0190'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 5680-C 1968, SET IN A
 RP0190'PRE-CAST CONCRETE MONUMENT.  MARK IS 98 FEET SOUTHWEST OF F.A.I. 94
 RP0190'EAST BOUND STATION 451+02, 2.0 FEET EAST OF THE R/W FENCE, 1.0 FOOT
 RP0190'NORTH OF STEEL WITNESS POST AND FLUSH WITH THE GROUND.
 RP0190
 RP0190                          STATION RECOVERY (1973)
 RP0190
 RP0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 RP0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0189 ***********************************************************************
 RP0189  DESIGNATION -  5680 C 1
 RP0189  PID         -  RP0189
 RP0189  STATE/COUNTY-  MN/OTTER TAIL
 RP0189  USGS QUAD   -  ELIZABETH (1973)
 RP0189
 RP0189                         *CURRENT SURVEY CONTROL
 RP0189  ___________________________________________________________________
 RP0189* NAD 83(1986)-  46 24 37.     (N)    096 12 32.     (W)     SCALED    
 RP0189* NAVD 88     -       397.247  (meters)    1303.30   (feet)  ADJUSTED  
 RP0189  ___________________________________________________________________
 RP0189  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 RP0189  DYNAMIC HT  -         397.249 (meters)    1303.31  (feet)  COMP
 RP0189  MODELED GRAV-     980,607.3   (mgal)                       NAVD 88
 RP0189
 RP0189  VERT ORDER  -  SECOND    CLASS 0
 RP0189
 RP0189.The horizontal coordinates were scaled from a topographic map and have
 RP0189.an estimated accuracy of +/- 6 seconds.
 RP0189
 RP0189.The orthometric height was determined by differential leveling
 RP0189.and adjusted by the National Geodetic Survey in June 1991..
 RP0189
 RP0189.The geoid height was determined by GEOID03.
 RP0189
 RP0189.The dynamic height is computed by dividing the NAVD 88
 RP0189.geopotential number by the normal gravity value computed on the
 RP0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0189.degrees latitude (g = 980.6199 gals.).
 RP0189
 RP0189.The modeled gravity was interpolated from observed gravity values.
 RP0189
 RP0189;                    North         East    Units  Estimated Accuracy
 RP0189;SPC MN C     -   258,610.      649,410.      MT  (+/- 180 meters Scaled)
 RP0189
 RP0189                          SUPERSEDED SURVEY CONTROL
 RP0189
 RP0189  NGVD 29 (??/??/92)  396.970  (m)         1302.39   (f) ADJ UNCH    2 0
 RP0189
 RP0189.Superseded values are not recommended for survey control.
 RP0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0189.See file dsdata.txt to determine how the superseded data were derived.
 RP0189
 RP0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS145434(NAD 83)
 RP0189_MARKER: DD = SURVEY DISK
 RP0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0189_SP_SET: MONUMENT
 RP0189_STAMPING: 5680 C1 1968
 RP0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0189
 RP0189  HISTORY     - Date     Condition        Report By
 RP0189  HISTORY     - 1968     MONUMENTED       MNDT
 RP0189
 RP0189                          STATION DESCRIPTION
 RP0189
 RP0189'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0189'3.0 MI N FROM CARLISLE.
 RP0189'MARK IS LOCATED NEAR THE SOUTH 1/4 CORNER, SECTION 15, T134N, R44W,
 RP0189'ABOUT 3.0 MILES NORTH OF CARLISLE ALONG F.A.I. 94.  MARK IS A STANDARD
 RP0189'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 5680-C1 1968, SET IN A
 RP0189'CONCRETE MONUMENT.  MARK IS 98 FEET EAST OF THE CENTERLINE OF
 RP0189'WESTBOUND F.A.I. 94 (STA. 495+20), 1.0 FOOT NORTH OF A STEEL WITNESS
 RP0189'POST, 2.0 FEET WEST OF THE R/W FENCE AND PROJECTING ABOUT 6 INCHES
 RP0189'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0606 ***********************************************************************
 RO0606  DESIGNATION -  5680 CC
 RO0606  PID         -  RO0606
 RO0606  STATE/COUNTY-  MN/OTTER TAIL
 RO0606  USGS QUAD   -  DALTON (1973)
 RO0606
 RO0606                         *CURRENT SURVEY CONTROL
 RO0606  ___________________________________________________________________
 RO0606* NAD 83(1986)-  46 11 44.     (N)    095 59 44.     (W)     SCALED    
 RO0606* NAVD 88     -       371.871  (meters)    1220.05   (feet)  ADJUSTED  
 RO0606  ___________________________________________________________________
 RO0606  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 RO0606  DYNAMIC HT  -         371.872 (meters)    1220.05  (feet)  COMP
 RO0606  MODELED GRAV-     980,608.3   (mgal)                       NAVD 88
 RO0606
 RO0606  VERT ORDER  -  SECOND    CLASS 0
 RO0606
 RO0606.The horizontal coordinates were scaled from a topographic map and have
 RO0606.an estimated accuracy of +/- 6 seconds.
 RO0606
 RO0606.The orthometric height was determined by differential leveling
 RO0606.and adjusted by the National Geodetic Survey in June 1991..
 RO0606
 RO0606.The geoid height was determined by GEOID03.
 RO0606
 RO0606.The dynamic height is computed by dividing the NAVD 88
 RO0606.geopotential number by the normal gravity value computed on the
 RO0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0606.degrees latitude (g = 980.6199 gals.).
 RO0606
 RO0606.The modeled gravity was interpolated from observed gravity values.
 RO0606
 RO0606;                    North         East    Units  Estimated Accuracy
 RO0606;SPC MN C     -   234,370.      665,280.      MT  (+/- 180 meters Scaled)
 RO0606
 RO0606                          SUPERSEDED SURVEY CONTROL
 RO0606
 RO0606  NGVD 29 (??/??/92)  371.645  (m)         1219.31   (f) ADJ UNCH    2 0
 RO0606
 RO0606.Superseded values are not recommended for survey control.
 RO0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0606.See file dsdata.txt to determine how the superseded data were derived.
 RO0606
 RO0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM688201(NAD 83)
 RO0606_MARKER: DD = SURVEY DISK
 RO0606_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RO0606_SP_SET: ABUTMENT
 RO0606_STAMPING: 5680-CC 1966
 RO0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0606+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 RO0606
 RO0606  HISTORY     - Date     Condition        Report By
 RO0606  HISTORY     - 1966     MONUMENTED       MNDT
 RO0606  HISTORY     - 1967     GOOD             MNDT
 RO0606  HISTORY     - 19940809 GOOD             USPSQD
 RO0606  HISTORY     - 20030410 GOOD             DUCKS
 RO0606
 RO0606                          STATION DESCRIPTION
 RO0606
 RO0606'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0606'3.5 MI NW FROM DALTON.
 RO0606'MARK IS LOCATED IN THE NW 1/4, SECTION 5, T131N, R42W.  ABOUT 3.5
 RO0606'MILES NORTHWEST OF DALTON.  (COUNTY ROAD NO. 82 BRIDGE OVER F.A.I.
 RO0606'94.)  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED
 RO0606'5680 CC 1966, SET IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE (NO.
 RO0606'56801.)
 RO0606
 RO0606                          STATION RECOVERY (1994)
 RO0606
 RO0606'RECOVERY NOTE BY US POWER SQUADRON 1994
 RO0606'RECOVERED IN GOOD CONDITION.
 RO0606
 RO0606                          STATION RECOVERY (2003)
 RO0606
 RO0606'RECOVERY NOTE BY DUCKS UNLIMITED 2003 (GLJ)
 RO0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0185 ***********************************************************************
 RP0185  DESIGNATION -  5680 D
 RP0185  PID         -  RP0185
 RP0185  STATE/COUNTY-  MN/OTTER TAIL
 RP0185  USGS QUAD   -  ELIZABETH (1973)
 RP0185
 RP0185                         *CURRENT SURVEY CONTROL
 RP0185  ___________________________________________________________________
 RP0185* NAD 83(1986)-  46 23 55.     (N)    096 11 51.     (W)     SCALED    
 RP0185* NAVD 88     -       394.533  (meters)    1294.40   (feet)  ADJUSTED  
 RP0185  ___________________________________________________________________
 RP0185  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 RP0185  DYNAMIC HT  -         394.535 (meters)    1294.40  (feet)  COMP
 RP0185  MODELED GRAV-     980,607.4   (mgal)                       NAVD 88
 RP0185
 RP0185  VERT ORDER  -  SECOND    CLASS 0
 RP0185
 RP0185.The horizontal coordinates were scaled from a topographic map and have
 RP0185.an estimated accuracy of +/- 6 seconds.
 RP0185
 RP0185.The orthometric height was determined by differential leveling
 RP0185.and adjusted by the National Geodetic Survey in June 1991..
 RP0185
 RP0185.The geoid height was determined by GEOID03.
 RP0185
 RP0185.The dynamic height is computed by dividing the NAVD 88
 RP0185.geopotential number by the normal gravity value computed on the
 RP0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0185.degrees latitude (g = 980.6199 gals.).
 RP0185
 RP0185.The modeled gravity was interpolated from observed gravity values.
 RP0185
 RP0185;                    North         East    Units  Estimated Accuracy
 RP0185;SPC MN C     -   257,290.      650,250.      MT  (+/- 180 meters Scaled)
 RP0185
 RP0185                          SUPERSEDED SURVEY CONTROL
 RP0185
 RP0185  NGVD 29 (??/??/92)  394.259  (m)         1293.50   (f) ADJ UNCH    2 0
 RP0185
 RP0185.Superseded values are not recommended for survey control.
 RP0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0185.See file dsdata.txt to determine how the superseded data were derived.
 RP0185
 RP0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS154421(NAD 83)
 RP0185_MARKER: DD = SURVEY DISK
 RP0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0185_SP_SET: BRIDGE ABUTMENT
 RP0185_STAMPING: 5680 D 1968
 RP0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0185
 RP0185  HISTORY     - Date     Condition        Report By
 RP0185  HISTORY     - 1968     MONUMENTED       MNDT
 RP0185  HISTORY     - 19940808 GOOD             USPSQD
 RP0185
 RP0185                          STATION DESCRIPTION
 RP0185
 RP0185'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0185'2.0 MI N FROM CARLISLE.
 RP0185'MARK IS LOCATED NEAR THE NE CORNER OF SECTION 26, T134N, R44W, ABOUT
 RP0185'2.0 MILES NORTH OF CARLISLE AT F.A.I. 94 OVER COUNTY ROAD NO. 21. MARK
 RP0185'IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 5680 D 1968,
 RP0185'SET IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE (NO.56812). EASTBOUND
 RP0185'F.A.I. 94 OVER COUNTY ROAD NO. 21.
 RP0185
 RP0185                          STATION RECOVERY (1994)
 RP0185
 RP0185'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0601 ***********************************************************************
 RO0601  DESIGNATION -  5680 DD
 RO0601  PID         -  RO0601
 RO0601  STATE/COUNTY-  MN/OTTER TAIL
 RO0601  USGS QUAD   -  DALTON (1973)
 RO0601
 RO0601                         *CURRENT SURVEY CONTROL
 RO0601  ___________________________________________________________________
 RO0601* NAD 83(1986)-  46 10 28.     (N)    095 58 07.     (W)     SCALED    
 RO0601* NAVD 88     -       378.423  (meters)    1241.54   (feet)  ADJUSTED  
 RO0601  ___________________________________________________________________
 RO0601  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 RO0601  DYNAMIC HT  -         378.426 (meters)    1241.55  (feet)  COMP
 RO0601  MODELED GRAV-     980,612.2   (mgal)                       NAVD 88
 RO0601
 RO0601  VERT ORDER  -  SECOND    CLASS 0
 RO0601
 RO0601.The horizontal coordinates were scaled from a topographic map and have
 RO0601.an estimated accuracy of +/- 6 seconds.
 RO0601
 RO0601.The orthometric height was determined by differential leveling
 RO0601.and adjusted by the National Geodetic Survey in June 1991..
 RO0601
 RO0601.The geoid height was determined by GEOID03.
 RO0601
 RO0601.The dynamic height is computed by dividing the NAVD 88
 RO0601.geopotential number by the normal gravity value computed on the
 RO0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0601.degrees latitude (g = 980.6199 gals.).
 RO0601
 RO0601.The modeled gravity was interpolated from observed gravity values.
 RO0601
 RO0601;                    North         East    Units  Estimated Accuracy
 RO0601;SPC MN C     -   231,970.      667,310.      MT  (+/- 180 meters Scaled)
 RO0601
 RO0601                          SUPERSEDED SURVEY CONTROL
 RO0601
 RO0601  NGVD 29 (??/??/92)  378.203  (m)         1240.82   (f) ADJ UNCH    2 0
 RO0601
 RO0601.Superseded values are not recommended for survey control.
 RO0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0601.See file dsdata.txt to determine how the superseded data were derived.
 RO0601
 RO0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM708177(NAD 83)
 RO0601_MARKER: DD = SURVEY DISK
 RO0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0601_STAMPING: 5680-DD 1966
 RO0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0601+STABILITY: SURFACE MOTION
 RO0601
 RO0601  HISTORY     - Date     Condition        Report By
 RO0601  HISTORY     - 1966     MONUMENTED       MNDT
 RO0601  HISTORY     - 1967     GOOD             MNDT
 RO0601  HISTORY     - 19940809 GOOD             USPSQD
 RO0601
 RO0601                          STATION DESCRIPTION
 RO0601
 RO0601'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0601'3.0 MI W FROM DALTON.
 RO0601'MARK IS LOCATED IN THE NW 1/4, SECTION 9, T131N, R42W.  ABOUT 2.0
 RO0601'MILES SOUTH OF COUNTY ROAD 82, BRIDGE OVER F.A.I. 94.  ABOUT 3.0 MILES
 RO0601'WEST OF DALTON.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK,
 RO0601'STAMPED 5680 DD 1966, SET IN A CONCRETE MONUMENT. MARK IS 98 FEET WEST
 RO0601'OF THE CENTERLINE OF EASTBOUND F.A.I. 94 (STA.1581+60), 2.0 FEET EAST
 RO0601'OF THE R/W FENCE AND STEEL WITNESS POST, 120 FEET EAST OF MILE POST
 RO0601'65, AND PROJECTING 4 INCHES ABOVE GROUND.
 RO0601
 RO0601                          STATION RECOVERY (1994)
 RO0601
 RO0601'RECOVERY NOTE BY US POWER SQUADRON 1994
 RO0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0184 ***********************************************************************
 RP0184  DESIGNATION -  5680 E
 RP0184  PID         -  RP0184
 RP0184  STATE/COUNTY-  MN/OTTER TAIL
 RP0184  USGS QUAD   -  ELIZABETH (1973)
 RP0184
 RP0184                         *CURRENT SURVEY CONTROL
 RP0184  ___________________________________________________________________
 RP0184* NAD 83(1986)-  46 23 01.     (N)    096 11 07.     (W)     SCALED    
 RP0184* NAVD 88     -       390.641  (meters)    1281.63   (feet)  ADJUSTED  
 RP0184  ___________________________________________________________________
 RP0184  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 RP0184  DYNAMIC HT  -         390.643 (meters)    1281.63  (feet)  COMP
 RP0184  MODELED GRAV-     980,607.3   (mgal)                       NAVD 88
 RP0184
 RP0184  VERT ORDER  -  SECOND    CLASS 0
 RP0184
 RP0184.The horizontal coordinates were scaled from a topographic map and have
 RP0184.an estimated accuracy of +/- 6 seconds.
 RP0184
 RP0184.The orthometric height was determined by differential leveling
 RP0184.and adjusted by the National Geodetic Survey in June 1991..
 RP0184
 RP0184.The geoid height was determined by GEOID03.
 RP0184
 RP0184.The dynamic height is computed by dividing the NAVD 88
 RP0184.geopotential number by the normal gravity value computed on the
 RP0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0184.degrees latitude (g = 980.6199 gals.).
 RP0184
 RP0184.The modeled gravity was interpolated from observed gravity values.
 RP0184
 RP0184;                    North         East    Units  Estimated Accuracy
 RP0184;SPC MN C     -   255,600.      651,150.      MT  (+/- 180 meters Scaled)
 RP0184
 RP0184                          SUPERSEDED SURVEY CONTROL
 RP0184
 RP0184  NGVD 29 (??/??/92)  390.370  (m)         1280.74   (f) ADJ UNCH    2 0
 RP0184
 RP0184.Superseded values are not recommended for survey control.
 RP0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0184.See file dsdata.txt to determine how the superseded data were derived.
 RP0184
 RP0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS164405(NAD 83)
 RP0184_MARKER: DD = SURVEY DISK
 RP0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0184_SP_SET: ABUTMENT OF BRIDGE
 RP0184_STAMPING: 5680 E 1968
 RP0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0184
 RP0184  HISTORY     - Date     Condition        Report By
 RP0184  HISTORY     - 1968     MONUMENTED       MNDT
 RP0184  HISTORY     - 19940808 GOOD             USPSQD
 RP0184
 RP0184                          STATION DESCRIPTION
 RP0184
 RP0184'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0184'1.0 MI N FROM CARLISLE.
 RP0184'MARK IS LOCATED IN THE NE1/4, SECTION 35, T134N, R44W ABOUT 1.0 MILE
 RP0184'NORTH OF CARLISLE AT F.A.I. 94 OVER COUNTY ROAD NO. 10.  MARK IS A
 RP0184'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 5680 E 1968, SET IN
 RP0184'THE SOUTHEAST CORNER ABUTMENT OF BRIDGE (NO.56813).  WESTBOUND F.A.I.
 RP0184'94 BRIDGE OVER COUNTY ROAD NO. 10.
 RP0184
 RP0184                          STATION RECOVERY (1994)
 RP0184
 RP0184'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0180 ***********************************************************************
 RP0180  DESIGNATION -  5680 E 1
 RP0180  PID         -  RP0180
 RP0180  STATE/COUNTY-  MN/OTTER TAIL
 RP0180  USGS QUAD   -  CARLISLE (1982)
 RP0180
 RP0180                         *CURRENT SURVEY CONTROL
 RP0180  ___________________________________________________________________
 RP0180* NAD 83(1986)-  46 22 09.     (N)    096 10 18.     (W)     SCALED    
 RP0180* NAVD 88     -       385.542  (meters)    1264.90   (feet)  ADJUSTED  
 RP0180  ___________________________________________________________________
 RP0180  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 RP0180  DYNAMIC HT  -         385.543 (meters)    1264.90  (feet)  COMP
 RP0180  MODELED GRAV-     980,606.9   (mgal)                       NAVD 88
 RP0180
 RP0180  VERT ORDER  -  SECOND    CLASS 0
 RP0180
 RP0180.The horizontal coordinates were scaled from a topographic map and have
 RP0180.an estimated accuracy of +/- 6 seconds.
 RP0180
 RP0180.The orthometric height was determined by differential leveling
 RP0180.and adjusted by the National Geodetic Survey in June 1991..
 RP0180
 RP0180.The geoid height was determined by GEOID03.
 RP0180
 RP0180.The dynamic height is computed by dividing the NAVD 88
 RP0180.geopotential number by the normal gravity value computed on the
 RP0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0180.degrees latitude (g = 980.6199 gals.).
 RP0180
 RP0180.The modeled gravity was interpolated from observed gravity values.
 RP0180
 RP0180;                    North         East    Units  Estimated Accuracy
 RP0180;SPC MN C     -   253,970.      652,160.      MT  (+/- 180 meters Scaled)
 RP0180
 RP0180                          SUPERSEDED SURVEY CONTROL
 RP0180
 RP0180  NGVD 29 (??/??/92)  385.274  (m)         1264.02   (f) ADJ UNCH    2 0
 RP0180
 RP0180.Superseded values are not recommended for survey control.
 RP0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0180.See file dsdata.txt to determine how the superseded data were derived.
 RP0180
 RP0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS175389(NAD 83)
 RP0180_MARKER: DD = SURVEY DISK
 RP0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0180_SP_SET: MONUMENT
 RP0180_STAMPING: 5680-E1 1968
 RP0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0180
 RP0180  HISTORY     - Date     Condition        Report By
 RP0180  HISTORY     - 1968     MONUMENTED       MNDT
 RP0180  HISTORY     - 19940808 GOOD             USPSQD
 RP0180
 RP0180                          STATION DESCRIPTION
 RP0180
 RP0180'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0180'0.7 MI W FROM CARLISLE.
 RP0180'MARK IS LOCATED ABOUT 4.7 MILES NORTHWEST OF FERGUS FALLS ALONG FAI
 RP0180'94.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED
 RP0180'5680-E1 1968, SET IN A CONCRETE MONUMENT.  MARK IS 97 FEET WEST OF THE
 RP0180'CENTERLINE OF EASTBOUND FAI 94 (STA. 672+50), 1.5 FEET NORTHWEST OF A
 RP0180'STEEL WITNESS POST, 2.0 FEET EAST OF THE R/W FENCE, 84 FEET SOUTH OF
 RP0180'AN EAST-WEST ROAD (DEAD END), 45 FEET SOUTH OF A DOUBLE TRANSMISSION
 RP0180'POWER LINE AND PROJECTING 6 INCHES ABOVE GROUND.  NW 1/4 SECTION 1, T
 RP0180'133N, R 44W.
 RP0180
 RP0180                          STATION RECOVERY (1994)
 RP0180
 RP0180'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0599 ***********************************************************************
 RO0599  DESIGNATION -  5680 EE
 RO0599  PID         -  RO0599
 RO0599  STATE/COUNTY-  MN/OTTER TAIL
 RO0599  USGS QUAD   -  DALTON (1973)
 RO0599
 RO0599                         *CURRENT SURVEY CONTROL
 RO0599  ___________________________________________________________________
 RO0599* NAD 83(1986)-  46 09 47.     (N)    095 57 24.     (W)     SCALED    
 RO0599* NAVD 88     -       375.727  (meters)    1232.70   (feet)  ADJUSTED  
 RO0599  ___________________________________________________________________
 RO0599  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 RO0599  DYNAMIC HT  -         375.731 (meters)    1232.71  (feet)  COMP
 RO0599  MODELED GRAV-     980,615.2   (mgal)                       NAVD 88
 RO0599
 RO0599  VERT ORDER  -  SECOND    CLASS 0
 RO0599
 RO0599.The horizontal coordinates were scaled from a topographic map and have
 RO0599.an estimated accuracy of +/- 6 seconds.
 RO0599
 RO0599.The orthometric height was determined by differential leveling
 RO0599.and adjusted by the National Geodetic Survey in June 1991..
 RO0599
 RO0599.The geoid height was determined by GEOID03.
 RO0599
 RO0599.The dynamic height is computed by dividing the NAVD 88
 RO0599.geopotential number by the normal gravity value computed on the
 RO0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0599.degrees latitude (g = 980.6199 gals.).
 RO0599
 RO0599.The modeled gravity was interpolated from observed gravity values.
 RO0599
 RO0599;                    North         East    Units  Estimated Accuracy
 RO0599;SPC MN C     -   230,690.      668,210.      MT  (+/- 180 meters Scaled)
 RO0599
 RO0599                          SUPERSEDED SURVEY CONTROL
 RO0599
 RO0599  NGVD 29 (??/??/92)  375.511  (m)         1231.99   (f) ADJ UNCH    2 0
 RO0599
 RO0599.Superseded values are not recommended for survey control.
 RO0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0599.See file dsdata.txt to determine how the superseded data were derived.
 RO0599
 RO0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM717164(NAD 83)
 RO0599_MARKER: DD = SURVEY DISK
 RO0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0599_STAMPING: 5680-EE 1966
 RO0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0599+STABILITY: SURFACE MOTION
 RO0599
 RO0599  HISTORY     - Date     Condition        Report By
 RO0599  HISTORY     - 1966     MONUMENTED       MNDT
 RO0599  HISTORY     - 1967     GOOD             MNDT
 RO0599  HISTORY     - 19940809 GOOD             USPSQD
 RO0599
 RO0599                          STATION DESCRIPTION
 RO0599
 RO0599'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0599'2.0 MI W FROM DALTON.
 RO0599'MARK IS LOCATED IN THE NE 1/4, SECTION 16, T131N, R42W.  ABOUT 3.0
 RO0599'MILES SOUTH OF COUNTY ROAD 82 BRIDGE OVER F.A.I. 94.  ABOUT 2.0 MILES
 RO0599'WEST OF DALTON.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK,
 RO0599'STAMPED 5680 EE 1966, SET IN A CONCRETE MONUMENT.  MARK IS 98 FEET
 RO0599'WEST OF THE CENTERLINE OF EASTBOUND F.A.I. 94 (STA. 1638+40), 2.0 FEET
 RO0599'EAST OF THE R/W FENCE AND STEEL WITNESS POST, 450 FEET EAST OF MILE
 RO0599'POST 66 AND PROJECTING 2 INCHES ABOVE GROUND.
 RO0599
 RO0599                          STATION RECOVERY (1994)
 RO0599
 RO0599'RECOVERY NOTE BY US POWER SQUADRON 1994
 RO0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0179 ***********************************************************************
 RP0179  DESIGNATION -  5680 F
 RP0179  PID         -  RP0179
 RP0179  STATE/COUNTY-  MN/OTTER TAIL
 RP0179  USGS QUAD   -  CARLISLE (1982)
 RP0179
 RP0179                         *CURRENT SURVEY CONTROL
 RP0179  ___________________________________________________________________
 RP0179* NAD 83(1986)-  46 21 44.     (N)    096 09 45.     (W)     SCALED    
 RP0179* NAVD 88     -       384.414  (meters)    1261.20   (feet)  ADJUSTED  
 RP0179  ___________________________________________________________________
 RP0179  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 RP0179  DYNAMIC HT  -         384.416 (meters)    1261.20  (feet)  COMP
 RP0179  MODELED GRAV-     980,606.6   (mgal)                       NAVD 88
 RP0179
 RP0179  VERT ORDER  -  SECOND    CLASS 0
 RP0179
 RP0179.The horizontal coordinates were scaled from a topographic map and have
 RP0179.an estimated accuracy of +/- 6 seconds.
 RP0179
 RP0179.The orthometric height was determined by differential leveling
 RP0179.and adjusted by the National Geodetic Survey in June 1991..
 RP0179
 RP0179.The geoid height was determined by GEOID03.
 RP0179
 RP0179.The dynamic height is computed by dividing the NAVD 88
 RP0179.geopotential number by the normal gravity value computed on the
 RP0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0179.degrees latitude (g = 980.6199 gals.).
 RP0179
 RP0179.The modeled gravity was interpolated from observed gravity values.
 RP0179
 RP0179;                    North         East    Units  Estimated Accuracy
 RP0179;SPC MN C     -   253,180.      652,850.      MT  (+/- 180 meters Scaled)
 RP0179
 RP0179                          SUPERSEDED SURVEY CONTROL
 RP0179
 RP0179  NGVD 29 (??/??/92)  384.149  (m)         1260.33   (f) ADJ UNCH    2 0
 RP0179
 RP0179.Superseded values are not recommended for survey control.
 RP0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0179.See file dsdata.txt to determine how the superseded data were derived.
 RP0179
 RP0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS182382(NAD 83)
 RP0179_MARKER: DD = SURVEY DISK
 RP0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0179_SP_SET: MONUMENT
 RP0179_STAMPING: 5680-F 1968
 RP0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0179
 RP0179  HISTORY     - Date     Condition        Report By
 RP0179  HISTORY     - 1968     MONUMENTED       MNDT
 RP0179  HISTORY     - 19940808 GOOD             USPSQD
 RP0179
 RP0179                          STATION DESCRIPTION
 RP0179
 RP0179'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0179'4.2 MI NW FROM FERGUS FALLS.
 RP0179'MARK IS LOCATED NEAR THE CENTER OF SECTION 1, T133N, R44W, ABOUT 4.2
 RP0179'MILES NORTHWEST OF FERGUS FALLS.  MARK IS A STANDARD MINNESOTA HIGHWAY
 RP0179'DEPARTMENT DISK, STAMPED 5680-F 1968, SET IN A PRE-CAST CONCRETE
 RP0179'MONUMENT.  MARK IS 98 FEET WEST OF THE CENTERLINE OF EASTBOUND F.A.I.
 RP0179'94 (STA. 707+15).  1.0 FOOT SOUTH OF A STEEL WITNESS POST, 0.5 FOOT
 RP0179'EAST OF THE R/W FENCE, 25 FEET EAST OF A POWER POLE AND BURIED 1.0
 RP0179'FOOT BELOW THE GROUND.
 RP0179
 RP0179                          STATION RECOVERY (1994)
 RP0179
 RP0179'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0178 ***********************************************************************
 RP0178  DESIGNATION -  5680 F 1
 RP0178  PID         -  RP0178
 RP0178  STATE/COUNTY-  MN/OTTER TAIL
 RP0178  USGS QUAD   -  CARLISLE (1982)
 RP0178
 RP0178                         *CURRENT SURVEY CONTROL
 RP0178  ___________________________________________________________________
 RP0178* NAD 83(1986)-  46 20 54.     (N)    096 08 48.     (W)     SCALED    
 RP0178* NAVD 88     -       372.760  (meters)    1222.96   (feet)  ADJUSTED  
 RP0178  ___________________________________________________________________
 RP0178  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 RP0178  DYNAMIC HT  -         372.761 (meters)    1222.97  (feet)  COMP
 RP0178  MODELED GRAV-     980,605.7   (mgal)                       NAVD 88
 RP0178
 RP0178  VERT ORDER  -  SECOND    CLASS 0
 RP0178
 RP0178.The horizontal coordinates were scaled from a topographic map and have
 RP0178.an estimated accuracy of +/- 6 seconds.
 RP0178
 RP0178.The orthometric height was determined by differential leveling
 RP0178.and adjusted by the National Geodetic Survey in June 1991..
 RP0178
 RP0178.The geoid height was determined by GEOID03.
 RP0178
 RP0178.The dynamic height is computed by dividing the NAVD 88
 RP0178.geopotential number by the normal gravity value computed on the
 RP0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0178.degrees latitude (g = 980.6199 gals.).
 RP0178
 RP0178.The modeled gravity was interpolated from observed gravity values.
 RP0178
 RP0178;                    North         East    Units  Estimated Accuracy
 RP0178;SPC MN C     -   251,610.      654,030.      MT  (+/- 180 meters Scaled)
 RP0178
 RP0178                          SUPERSEDED SURVEY CONTROL
 RP0178
 RP0178  NGVD 29 (??/??/92)  372.498  (m)         1222.10   (f) ADJ UNCH    2 0
 RP0178
 RP0178.Superseded values are not recommended for survey control.
 RP0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0178.See file dsdata.txt to determine how the superseded data were derived.
 RP0178
 RP0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS195367(NAD 83)
 RP0178_MARKER: DD = SURVEY DISK
 RP0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0178_SP_SET: MONUMENT
 RP0178_STAMPING: 5680-F1 1968
 RP0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0178
 RP0178  HISTORY     - Date     Condition        Report By
 RP0178  HISTORY     - 1968     MONUMENTED       MNDT
 RP0178  HISTORY     - 19940808 GOOD             USPSQD
 RP0178
 RP0178                          STATION DESCRIPTION
 RP0178
 RP0178'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0178'3.2 MI NW FROM FERGUS FALLS.
 RP0178'MARK IS LOCATED NEAR THE CENTER OF SECTION 7, T133N, R43W, ABOUT 3.2
 RP0178'MILES NORTH WEST OF FERGUS FALLS ALONG F.A.I. 94.  MARK IS A STANDARD
 RP0178'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 5680-F1 1968, SET IN A
 RP0178'CONCRETE MONUMENT.  MARK IS 120 FEET WEST OF THE CENTERLINE OF
 RP0178'EASTBOUND F.A.I.94 (STA. 760+85), 1.8 FEET SOUTHEAST OF A STEEL
 RP0178'WITNESS POST, 2.0 FEET EAST OF THE R/W FENCE ABOUT 500 FEET SOUTH OF
 RP0178'T.H. 59 EXIT SIGN 1.0 MILE AND PROJECTING 6 INCHES ABOVE GROUND.
 RP0178
 RP0178                          STATION RECOVERY (1994)
 RP0178
 RP0178'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0594 ***********************************************************************
 RO0594  DESIGNATION -  5680 FF
 RO0594  PID         -  RO0594
 RO0594  STATE/COUNTY-  MN/OTTER TAIL
 RO0594  USGS QUAD   -  DALTON (1973)
 RO0594
 RO0594                         *CURRENT SURVEY CONTROL
 RO0594  ___________________________________________________________________
 RO0594* NAD 83(1986)-  46 08 45.     (N)    095 56 10.     (W)     SCALED    
 RO0594* NAVD 88     -       398.889  (meters)    1308.69   (feet)  ADJUSTED  
 RO0594  ___________________________________________________________________
 RO0594  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 RO0594  DYNAMIC HT  -         398.892 (meters)    1308.70  (feet)  COMP
 RO0594  MODELED GRAV-     980,612.0   (mgal)                       NAVD 88
 RO0594
 RO0594  VERT ORDER  -  SECOND    CLASS 0
 RO0594
 RO0594.The horizontal coordinates were scaled from a topographic map and have
 RO0594.an estimated accuracy of +/- 6 seconds.
 RO0594
 RO0594.The orthometric height was determined by differential leveling
 RO0594.and adjusted by the National Geodetic Survey in June 1991..
 RO0594
 RO0594.The geoid height was determined by GEOID03.
 RO0594
 RO0594.The dynamic height is computed by dividing the NAVD 88
 RO0594.geopotential number by the normal gravity value computed on the
 RO0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0594.degrees latitude (g = 980.6199 gals.).
 RO0594
 RO0594.The modeled gravity was interpolated from observed gravity values.
 RO0594
 RO0594;                    North         East    Units  Estimated Accuracy
 RO0594;SPC MN C     -   228,740.      669,750.      MT  (+/- 180 meters Scaled)
 RO0594
 RO0594                          SUPERSEDED SURVEY CONTROL
 RO0594
 RO0594  NGVD 29 (??/??/92)  398.675  (m)         1307.99   (f) ADJ UNCH    2 0
 RO0594
 RO0594.Superseded values are not recommended for survey control.
 RO0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0594.See file dsdata.txt to determine how the superseded data were derived.
 RO0594
 RO0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM732144(NAD 83)
 RO0594_MARKER: DD = SURVEY DISK
 RO0594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RO0594_SP_SET: ABUTMENT
 RO0594_STAMPING: 5680-FF 1966
 RO0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0594
 RO0594  HISTORY     - Date     Condition        Report By
 RO0594  HISTORY     - 1966     MONUMENTED       MNDT
 RO0594  HISTORY     - 1967     GOOD             MNDT
 RO0594  HISTORY     - 19940807 GOOD             USPSQD
 RO0594
 RO0594                          STATION DESCRIPTION
 RO0594
 RO0594'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0594'1.5 MI SW FROM DALTON.
 RO0594'MARK IS LOCATED IN THE NW1/4, SECTION 23, T131N, R42W.  ABOUT 1.5
 RO0594'MILES SOUTHWEST OF DALTON AT THE INTERCHANGE OF COUNTY ROAD NO. 35 AND
 RO0594'F.A.I. 94.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK,
 RO0594'STAMPED 5680 FF 1966, SET IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE
 RO0594'(NO. 56802.).
 RO0594
 RO0594                          STATION RECOVERY (1994)
 RO0594
 RO0594'RECOVERY NOTE BY US POWER SQUADRON 1994
 RO0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0175 ***********************************************************************
 RP0175  DESIGNATION -  5680 G
 RP0175  PID         -  RP0175
 RP0175  STATE/COUNTY-  MN/OTTER TAIL
 RP0175  USGS QUAD   -  CARLISLE (1982)
 RP0175
 RP0175                         *CURRENT SURVEY CONTROL
 RP0175  ___________________________________________________________________
 RP0175* NAD 83(1986)-  46 20 15.     (N)    096 07 41.     (W)     SCALED    
 RP0175* NAVD 88     -       377.706  (meters)    1239.19   (feet)  ADJUSTED  
 RP0175  ___________________________________________________________________
 RP0175  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 RP0175  DYNAMIC HT  -         377.706 (meters)    1239.19  (feet)  COMP
 RP0175  MODELED GRAV-     980,604.6   (mgal)                       NAVD 88
 RP0175
 RP0175  VERT ORDER  -  SECOND    CLASS 0
 RP0175
 RP0175.The horizontal coordinates were scaled from a topographic map and have
 RP0175.an estimated accuracy of +/- 6 seconds.
 RP0175
 RP0175.The orthometric height was determined by differential leveling
 RP0175.and adjusted by the National Geodetic Survey in June 1991..
 RP0175
 RP0175.The geoid height was determined by GEOID03.
 RP0175
 RP0175.The dynamic height is computed by dividing the NAVD 88
 RP0175.geopotential number by the normal gravity value computed on the
 RP0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0175.degrees latitude (g = 980.6199 gals.).
 RP0175
 RP0175.The modeled gravity was interpolated from observed gravity values.
 RP0175
 RP0175;                    North         East    Units  Estimated Accuracy
 RP0175;SPC MN C     -   250,370.      655,430.      MT  (+/- 180 meters Scaled)
 RP0175
 RP0175                          SUPERSEDED SURVEY CONTROL
 RP0175
 RP0175  NGVD 29 (??/??/92)  377.446  (m)         1238.34   (f) ADJ UNCH    2 0
 RP0175
 RP0175.Superseded values are not recommended for survey control.
 RP0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0175.See file dsdata.txt to determine how the superseded data were derived.
 RP0175
 RP0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS210355(NAD 83)
 RP0175_MARKER: DD = SURVEY DISK
 RP0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0175_SP_SET: BRIDGE ABUTMENT
 RP0175_STAMPING: 5680 G 1968
 RP0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0175
 RP0175  HISTORY     - Date     Condition        Report By
 RP0175  HISTORY     - 1968     MONUMENTED       MNDT
 RP0175
 RP0175                          STATION DESCRIPTION
 RP0175
 RP0175'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0175'2.0 MI NW FROM FERGUS FALLS.
 RP0175'MARK IS LOCATED NEAR THE NE CORNER OF SECTION 18, T133N, R43W, ABOUT
 RP0175'2.0 MILES NORTH OF FERGUS FALLS AT THE INTERCHANGE OF T.H. 52, T.H. 59
 RP0175'AND F.A.I. 94.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK,
 RP0175'STAMPED 5680 G 1968, SET IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE
 RP0175'(NO. 9691).  WESTBOUND F.A.I. 94 BRIDGE OVER T.H. 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0593 ***********************************************************************
 RO0593  DESIGNATION -  5680 GG
 RO0593  PID         -  RO0593
 RO0593  STATE/COUNTY-  MN/OTTER TAIL
 RO0593  USGS QUAD   -  DALTON (1973)
 RO0593
 RO0593                         *CURRENT SURVEY CONTROL
 RO0593  ___________________________________________________________________
 RO0593* NAD 83(1986)-  46 08 00.     (N)    095 55 28.     (W)     SCALED    
 RO0593* NAVD 88     -       393.133  (meters)    1289.80   (feet)  ADJUSTED  
 RO0593  ___________________________________________________________________
 RO0593  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 RO0593  DYNAMIC HT  -         393.135 (meters)    1289.81  (feet)  COMP
 RO0593  MODELED GRAV-     980,608.8   (mgal)                       NAVD 88
 RO0593
 RO0593  VERT ORDER  -  SECOND    CLASS 0
 RO0593
 RO0593.The horizontal coordinates were scaled from a topographic map and have
 RO0593.an estimated accuracy of +/- 6 seconds.
 RO0593
 RO0593.The orthometric height was determined by differential leveling
 RO0593.and adjusted by the National Geodetic Survey in June 1991..
 RO0593
 RO0593.The geoid height was determined by GEOID03.
 RO0593
 RO0593.The dynamic height is computed by dividing the NAVD 88
 RO0593.geopotential number by the normal gravity value computed on the
 RO0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0593.degrees latitude (g = 980.6199 gals.).
 RO0593
 RO0593.The modeled gravity was interpolated from observed gravity values.
 RO0593
 RO0593;                    North         East    Units  Estimated Accuracy
 RO0593;SPC MN C     -   227,330.      670,620.      MT  (+/- 180 meters Scaled)
 RO0593
 RO0593                          SUPERSEDED SURVEY CONTROL
 RO0593
 RO0593  NGVD 29 (??/??/92)  392.921  (m)         1289.11   (f) ADJ UNCH    2 0
 RO0593
 RO0593.Superseded values are not recommended for survey control.
 RO0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0593.See file dsdata.txt to determine how the superseded data were derived.
 RO0593
 RO0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM741130(NAD 83)
 RO0593_MARKER: DD = SURVEY DISK
 RO0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0593_STAMPING: 5680-GG 1966
 RO0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0593+STABILITY: SURFACE MOTION
 RO0593
 RO0593  HISTORY     - Date     Condition        Report By
 RO0593  HISTORY     - 1966     MONUMENTED       MNDT
 RO0593  HISTORY     - 1967     GOOD             MNDT
 RO0593  HISTORY     - 19940809 MARK NOT FOUND   USPSQD
 RO0593
 RO0593                          STATION DESCRIPTION
 RO0593
 RO0593'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0593'2.5 MI S FROM DALTON.
 RO0593'MARK IS LOCATED IN THE NW1/4, SECTION 26, T131N, R42W.  ABOUT 1.0 MILE
 RO0593'SOUTHEAST OF COUNTY ROAD 35 AND F.A.I. 94 INTERCHANGE ABOUT 2.5 MILES
 RO0593'SOUTH OF DALTON.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 RO0593'DISK, STAMPED 5680 GG 1966, SET IN A CONCRETE MONUMENT. MARK IS 98
 RO0593'FEET WEST OF THE CENTERLINE OF EASTBOUND F.A.I. 94 (STA. 1779+75), 2.0
 RO0593'FEET NORTH OF R/W FENCE AND STEEL WITNESS POST, 1200 FEET WEST OF MILE
 RO0593'POST 69, OPPOSITE A REST AREA TO THE EAST AND MARK PROJECTS 4 INCHES
 RO0593'ABOVE GROUND.
 RO0593
 RO0593                          STATION RECOVERY (1994)
 RO0593
 RO0593'RECOVERY NOTE BY US POWER SQUADRON 1994
 RO0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0174 ***********************************************************************
 RP0174  DESIGNATION -  5680 H
 RP0174  PID         -  RP0174
 RP0174  STATE/COUNTY-  MN/OTTER TAIL
 RP0174  USGS QUAD   -  CARLISLE (1982)
 RP0174
 RP0174                         *CURRENT SURVEY CONTROL
 RP0174  ___________________________________________________________________
 RP0174* NAD 83(1986)-  46 20 10.     (N)    096 07 40.     (W)     SCALED    
 RP0174* NAVD 88     -       372.374  (meters)    1221.70   (feet)  ADJUSTED  
 RP0174  ___________________________________________________________________
 RP0174  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 RP0174  DYNAMIC HT  -         372.374 (meters)    1221.70  (feet)  COMP
 RP0174  MODELED GRAV-     980,604.5   (mgal)                       NAVD 88
 RP0174
 RP0174  VERT ORDER  -  SECOND    CLASS 0
 RP0174
 RP0174.The horizontal coordinates were scaled from a topographic map and have
 RP0174.an estimated accuracy of +/- 6 seconds.
 RP0174
 RP0174.The orthometric height was determined by differential leveling
 RP0174.and adjusted by the National Geodetic Survey in June 1991..
 RP0174
 RP0174.The geoid height was determined by GEOID03.
 RP0174
 RP0174.The dynamic height is computed by dividing the NAVD 88
 RP0174.geopotential number by the normal gravity value computed on the
 RP0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0174.degrees latitude (g = 980.6199 gals.).
 RP0174
 RP0174.The modeled gravity was interpolated from observed gravity values.
 RP0174
 RP0174;                    North         East    Units  Estimated Accuracy
 RP0174;SPC MN C     -   250,220.      655,450.      MT  (+/- 180 meters Scaled)
 RP0174
 RP0174                          SUPERSEDED SURVEY CONTROL
 RP0174
 RP0174  NGVD 29 (??/??/92)  372.114  (m)         1220.84   (f) ADJ UNCH    2 0
 RP0174
 RP0174.Superseded values are not recommended for survey control.
 RP0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0174.See file dsdata.txt to determine how the superseded data were derived.
 RP0174
 RP0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS210354(NAD 83)
 RP0174_MARKER: DD = SURVEY DISK
 RP0174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0174_SP_SET: BRIDGE ABUTMENT
 RP0174_STAMPING: 5680 H 1968
 RP0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0174
 RP0174  HISTORY     - Date     Condition        Report By
 RP0174  HISTORY     - 1968     MONUMENTED       MNDT
 RP0174
 RP0174                          STATION DESCRIPTION
 RP0174
 RP0174'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0174'2.0 MI NW FROM FERGUS FALLS.
 RP0174'MARK IS LOCATED IN THE NW 1/4, SECTION 17, T133N, R43W, ABOUT 2.0
 RP0174'MILES NORTHWEST OF FERGUS FALLS NEAR THE INTERCHANGE OF T.H. 52, T.H.
 RP0174'59 AND F.A.I. 94.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 RP0174'DISK, STAMPED, 5680 H 1968, SET IN THE SOUTHEAST CORNER ABUTMENT OF
 RP0174'BRIDGE (NO. 9688) SOUTHBOUND T.H. 59 OVER WESTBOUND F.A.I. 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0173 ***********************************************************************
 RP0173  DESIGNATION -  5680 J
 RP0173  PID         -  RP0173
 RP0173  STATE/COUNTY-  MN/OTTER TAIL
 RP0173  USGS QUAD   -  FERGUS FALLS (1994)
 RP0173
 RP0173                         *CURRENT SURVEY CONTROL
 RP0173  ___________________________________________________________________
 RP0173* NAD 83(1986)-  46 20 04.     (N)    096 07 25.     (W)     SCALED    
 RP0173* NAVD 88     -       361.210  (meters)    1185.07   (feet)  ADJUSTED  
 RP0173  ___________________________________________________________________
 RP0173  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 RP0173  DYNAMIC HT  -         361.210 (meters)    1185.07  (feet)  COMP
 RP0173  MODELED GRAV-     980,604.2   (mgal)                       NAVD 88
 RP0173
 RP0173  VERT ORDER  -  SECOND    CLASS 0
 RP0173
 RP0173.The horizontal coordinates were scaled from a topographic map and have
 RP0173.an estimated accuracy of +/- 6 seconds.
 RP0173
 RP0173.The orthometric height was determined by differential leveling
 RP0173.and adjusted by the National Geodetic Survey in June 1991..
 RP0173
 RP0173.The geoid height was determined by GEOID03.
 RP0173
 RP0173.The dynamic height is computed by dividing the NAVD 88
 RP0173.geopotential number by the normal gravity value computed on the
 RP0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0173.degrees latitude (g = 980.6199 gals.).
 RP0173
 RP0173.The modeled gravity was interpolated from observed gravity values.
 RP0173
 RP0173;                    North         East    Units  Estimated Accuracy
 RP0173;SPC MN C     -   250,020.      655,770.      MT  (+/- 180 meters Scaled)
 RP0173
 RP0173                          SUPERSEDED SURVEY CONTROL
 RP0173
 RP0173  NGVD 29 (??/??/92)  360.951  (m)         1184.22   (f) ADJ UNCH    2 0
 RP0173
 RP0173.Superseded values are not recommended for survey control.
 RP0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0173.See file dsdata.txt to determine how the superseded data were derived.
 RP0173
 RP0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS213352(NAD 83)
 RP0173_MARKER: DD = SURVEY DISK
 RP0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0173_SP_SET: CULVERT
 RP0173_STAMPING: 5680 J 1968
 RP0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0173
 RP0173  HISTORY     - Date     Condition        Report By
 RP0173  HISTORY     - 1968     MONUMENTED       MNDT
 RP0173
 RP0173                          STATION DESCRIPTION
 RP0173
 RP0173'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0173'2.0 MI NW FROM FERGUS FALLS.
 RP0173'MARK IS LOCATED NEAR THE CENTER OF SECTION 17, T133N, R43W, ABOUT 2.0
 RP0173'MILES NORTHWEST OF FERGUS FALLS AND ABOUT 0.5 MILE SOUTH OF THE
 RP0173'INTERCHANGE OF T.H. 52, T.H. 59 AND F.A.I. 94.  MARK IS A STANDARD
 RP0173'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 5680 J 1968, SET IN THE
 RP0173'SOUTHEAST CORNER HEADWALL OF A TWIN BOX CULVERT.  PELICAN CREEK UNDER
 RP0173'WESTBOUND F.A.I. 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0171 ***********************************************************************
 RP0171  DESIGNATION -  5680 K
 RP0171  PID         -  RP0171
 RP0171  STATE/COUNTY-  MN/OTTER TAIL
 RP0171  USGS QUAD   -  FERGUS FALLS (1994)
 RP0171
 RP0171                         *CURRENT SURVEY CONTROL
 RP0171  ___________________________________________________________________
 RP0171* NAD 83(1986)-  46 18 45.     (N)    096 07 21.     (W)     SCALED    
 RP0171* NAVD 88     -       386.343  (meters)    1267.53   (feet)  ADJUSTED  
 RP0171  ___________________________________________________________________
 RP0171  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 RP0171  DYNAMIC HT  -         386.343 (meters)    1267.53  (feet)  COMP
 RP0171  MODELED GRAV-     980,602.7   (mgal)                       NAVD 88
 RP0171
 RP0171  VERT ORDER  -  SECOND    CLASS 0
 RP0171
 RP0171.The horizontal coordinates were scaled from a topographic map and have
 RP0171.an estimated accuracy of +/- 6 seconds.
 RP0171
 RP0171.The orthometric height was determined by differential leveling
 RP0171.and adjusted by the National Geodetic Survey in June 1991..
 RP0171
 RP0171.The geoid height was determined by GEOID03.
 RP0171
 RP0171.The dynamic height is computed by dividing the NAVD 88
 RP0171.geopotential number by the normal gravity value computed on the
 RP0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0171.degrees latitude (g = 980.6199 gals.).
 RP0171
 RP0171.The modeled gravity was interpolated from observed gravity values.
 RP0171
 RP0171;                    North         East    Units  Estimated Accuracy
 RP0171;SPC MN C     -   247,580.      655,790.      MT  (+/- 180 meters Scaled)
 RP0171
 RP0171                          SUPERSEDED SURVEY CONTROL
 RP0171
 RP0171  NGVD 29 (??/??/92)  386.087  (m)         1266.69   (f) ADJ UNCH    2 0
 RP0171
 RP0171.Superseded values are not recommended for survey control.
 RP0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0171.See file dsdata.txt to determine how the superseded data were derived.
 RP0171
 RP0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS215327(NAD 83)
 RP0171_MARKER: DD = SURVEY DISK
 RP0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0171_SP_SET: BRIDGE ABUTMENT
 RP0171_STAMPING: 5680 K 1968
 RP0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0171
 RP0171  HISTORY     - Date     Condition        Report By
 RP0171  HISTORY     - 1968     MONUMENTED       MNDT
 RP0171  HISTORY     - 19940808 GOOD             USPSQD
 RP0171
 RP0171                          STATION DESCRIPTION
 RP0171
 RP0171'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0171'1.0 MI W FROM FERGUS FALLS.
 RP0171'MARK IS LOCATED NEAR THE S 1/4 CORNER OF SECTION 20, T133N, R43W ABOUT
 RP0171'1.0 MILE WEST OF FERGUS FALLS AT THE WESTBOUND F.A.I. 94 BRIDGE OVER
 RP0171'THE GREAT NORTHERN RAILROAD.  MARK IS A STANDARD MINNESOTA HIGHWAY
 RP0171'DEPARTMENT DISK, STAMPED 5680 K 1968, SET IN THE SOUTHEAST CORNER
 RP0171'ABUTMENT OF BRIDGE (NO. 9695) WESTBOUND F.A.I. 94 OVER THE GREAT
 RP0171'NORTHERN RAILROAD TRACK.
 RP0171
 RP0171                          STATION RECOVERY (1994)
 RP0171
 RP0171'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0166 ***********************************************************************
 RP0166  DESIGNATION -  5680 N
 RP0166  PID         -  RP0166
 RP0166  STATE/COUNTY-  MN/OTTER TAIL
 RP0166  USGS QUAD   -  FERGUS FALLS (1994)
 RP0166
 RP0166                         *CURRENT SURVEY CONTROL
 RP0166  ___________________________________________________________________
 RP0166* NAD 83(1986)-  46 17 05.     (N)    096 07 02.     (W)     SCALED    
 RP0166* NAVD 88     -       355.829  (meters)    1167.42   (feet)  ADJUSTED  
 RP0166  ___________________________________________________________________
 RP0166  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 RP0166  DYNAMIC HT  -         355.829 (meters)    1167.42  (feet)  COMP
 RP0166  MODELED GRAV-     980,602.3   (mgal)                       NAVD 88
 RP0166
 RP0166  VERT ORDER  -  SECOND    CLASS 0
 RP0166
 RP0166.The horizontal coordinates were scaled from a topographic map and have
 RP0166.an estimated accuracy of +/- 6 seconds.
 RP0166
 RP0166.The orthometric height was determined by differential leveling
 RP0166.and adjusted by the National Geodetic Survey in June 1991..
 RP0166
 RP0166.The geoid height was determined by GEOID03.
 RP0166
 RP0166.The dynamic height is computed by dividing the NAVD 88
 RP0166.geopotential number by the normal gravity value computed on the
 RP0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0166.degrees latitude (g = 980.6199 gals.).
 RP0166
 RP0166.The modeled gravity was interpolated from observed gravity values.
 RP0166
 RP0166;                    North         East    Units  Estimated Accuracy
 RP0166;SPC MN C     -   244,490.      656,130.      MT  (+/- 180 meters Scaled)
 RP0166
 RP0166                          SUPERSEDED SURVEY CONTROL
 RP0166
 RP0166  NGVD 29 (??/??/92)  355.578  (m)         1166.59   (f) ADJ UNCH    2 0
 RP0166
 RP0166.Superseded values are not recommended for survey control.
 RP0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0166.See file dsdata.txt to determine how the superseded data were derived.
 RP0166
 RP0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS220297(NAD 83)
 RP0166_MARKER: DD = SURVEY DISK
 RP0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0166_SP_SET: BRIDGE ABUTMENT
 RP0166_STAMPING: 5680-N 1966
 RP0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0166
 RP0166  HISTORY     - Date     Condition        Report By
 RP0166  HISTORY     - 1966     MONUMENTED       MNDT
 RP0166  HISTORY     - 1967     GOOD             MNDT
 RP0166  HISTORY     - 19940808 GOOD             USPSQD
 RP0166
 RP0166                          STATION DESCRIPTION
 RP0166
 RP0166'DESCRIBED BY MN DEPT OF TRANSP 1967
 RP0166'1.5 MI W FROM FERGUS FALLS.
 RP0166'THE MARK IS LOCATED NEAR THE SE COR. OF SECTION 32, T133N, R43W. ABOUT
 RP0166'1.5 MILES WEST OF FERGUS FALLS AT THE NORTHERN PACIFIC RAILROAD BRIDGE
 RP0166'OVER F.A.I. 94.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK,
 RP0166'STAMPED 5680 N 1966 SET IN THE SOUTHEAST CORNER ABUTMENT NORTHERN
 RP0166'PACIFIC RAILROAD BRIDGE (NO. 9698) OVER F.A.I. 94.
 RP0166
 RP0166                          STATION RECOVERY (1994)
 RP0166
 RP0166'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0165 ***********************************************************************
 RP0165  DESIGNATION -  5680 P
 RP0165  PID         -  RP0165
 RP0165  STATE/COUNTY-  MN/OTTER TAIL
 RP0165  USGS QUAD   -  FERGUS FALLS (1994)
 RP0165
 RP0165                         *CURRENT SURVEY CONTROL
 RP0165  ___________________________________________________________________
 RP0165* NAD 83(1986)-  46 16 46.     (N)    096 06 50.     (W)     SCALED    
 RP0165* NAVD 88     -       345.739  (meters)    1134.31   (feet)  ADJUSTED  
 RP0165  ___________________________________________________________________
 RP0165  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 RP0165  DYNAMIC HT  -         345.738 (meters)    1134.31  (feet)  COMP
 RP0165  MODELED GRAV-     980,602.4   (mgal)                       NAVD 88
 RP0165
 RP0165  VERT ORDER  -  SECOND    CLASS 0
 RP0165
 RP0165.The horizontal coordinates were scaled from a topographic map and have
 RP0165.an estimated accuracy of +/- 6 seconds.
 RP0165
 RP0165.The orthometric height was determined by differential leveling
 RP0165.and adjusted by the National Geodetic Survey in June 1991..
 RP0165
 RP0165.The geoid height was determined by GEOID03.
 RP0165
 RP0165.The dynamic height is computed by dividing the NAVD 88
 RP0165.geopotential number by the normal gravity value computed on the
 RP0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0165.degrees latitude (g = 980.6199 gals.).
 RP0165
 RP0165.The modeled gravity was interpolated from observed gravity values.
 RP0165
 RP0165;                    North         East    Units  Estimated Accuracy
 RP0165;SPC MN C     -   243,900.      656,370.      MT  (+/- 180 meters Scaled)
 RP0165
 RP0165                          SUPERSEDED SURVEY CONTROL
 RP0165
 RP0165  NGVD 29 (??/??/92)  345.489  (m)         1133.49   (f) ADJ UNCH    2 0
 RP0165
 RP0165.Superseded values are not recommended for survey control.
 RP0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0165.See file dsdata.txt to determine how the superseded data were derived.
 RP0165
 RP0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS223291(NAD 83)
 RP0165_MARKER: DD = SURVEY DISK
 RP0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0165_SP_SET: CULVERT
 RP0165_STAMPING: 5680-P 1966
 RP0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0165
 RP0165  HISTORY     - Date     Condition        Report By
 RP0165  HISTORY     - 1966     MONUMENTED       MNDT
 RP0165  HISTORY     - 1967     GOOD             MNDT
 RP0165  HISTORY     - 19940808 GOOD             USPSQD
 RP0165
 RP0165                          STATION DESCRIPTION
 RP0165
 RP0165'DESCRIBED BY MN DEPT OF TRANSP 1967
 RP0165'2.0 MI W FROM FERGUS FALLS.
 RP0165'MARK IS LOCATED IN THE NE 1/4, SECTION 5, T132N, R43W AT F.A.I. 94
 RP0165'OVER THE OTTERTAIL RIVER ABOUT 2.0 MILES WEST OF FERGUS FALLS.  MARK
 RP0165'IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 5680 P 1966
 RP0165'SET IN THE SOUTHEAST CORNER HEADWALL OF A TRIPLE BOX CULVERT.
 RP0165
 RP0165                          STATION RECOVERY (1994)
 RP0165
 RP0165'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0164 ***********************************************************************
 RP0164  DESIGNATION -  5680 Q
 RP0164  PID         -  RP0164
 RP0164  STATE/COUNTY-  MN/OTTER TAIL
 RP0164  USGS QUAD   -  FERGUS FALLS (1994)
 RP0164
 RP0164                         *CURRENT SURVEY CONTROL
 RP0164  ___________________________________________________________________
 RP0164* NAD 83(1986)-  46 16 32.     (N)    096 06 41.     (W)     SCALED    
 RP0164* NAVD 88     -       369.906  (meters)    1213.60   (feet)  ADJUSTED  
 RP0164  ___________________________________________________________________
 RP0164  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 RP0164  DYNAMIC HT  -         369.906 (meters)    1213.60  (feet)  COMP
 RP0164  MODELED GRAV-     980,602.6   (mgal)                       NAVD 88
 RP0164
 RP0164  VERT ORDER  -  SECOND    CLASS 0
 RP0164
 RP0164.The horizontal coordinates were scaled from a topographic map and have
 RP0164.an estimated accuracy of +/- 6 seconds.
 RP0164
 RP0164.The orthometric height was determined by differential leveling
 RP0164.and adjusted by the National Geodetic Survey in June 1991..
 RP0164
 RP0164.The geoid height was determined by GEOID03.
 RP0164
 RP0164.The dynamic height is computed by dividing the NAVD 88
 RP0164.geopotential number by the normal gravity value computed on the
 RP0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0164.degrees latitude (g = 980.6199 gals.).
 RP0164
 RP0164.The modeled gravity was interpolated from observed gravity values.
 RP0164
 RP0164;                    North         East    Units  Estimated Accuracy
 RP0164;SPC MN C     -   243,460.      656,550.      MT  (+/- 180 meters Scaled)
 RP0164
 RP0164                          SUPERSEDED SURVEY CONTROL
 RP0164
 RP0164  NGVD 29 (??/??/92)  369.658  (m)         1212.79   (f) ADJ UNCH    2 0
 RP0164
 RP0164.Superseded values are not recommended for survey control.
 RP0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0164.See file dsdata.txt to determine how the superseded data were derived.
 RP0164
 RP0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS225287(NAD 83)
 RP0164_MARKER: DD = SURVEY DISK
 RP0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0164_SP_SET: BRIDGE ABUTMENT
 RP0164_STAMPING: 5680-Q 1966
 RP0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0164
 RP0164  HISTORY     - Date     Condition        Report By
 RP0164  HISTORY     - 1966     MONUMENTED       MNDT
 RP0164  HISTORY     - 1967     GOOD             MNDT
 RP0164  HISTORY     - 19940808 MARK NOT FOUND   USPSQD
 RP0164
 RP0164                          STATION DESCRIPTION
 RP0164
 RP0164'DESCRIBED BY MN DEPT OF TRANSP 1967
 RP0164'2.0 MI SW FROM FERGUS FALLS.
 RP0164'MARK IS LOCATED IN THE SE 1/4, SECTION 5, T132N, R43W ABOUT 2.0 MILES
 RP0164'SOUTHWEST OF FERGUS FALLS.  MARK IS A STANDARD MINNESOTA HIGHWAY
 RP0164'DEPARTMENT DISK, STAMPED 5680 Q 1966, SET IN THE SOUTHEAST CORNER
 RP0164'ABUTMENT OF BRIDGE (NO. 9876).  COUNTY ROAD NO. 15 OVER F.A.I. 94.
 RP0164
 RP0164                          STATION RECOVERY (1994)
 RP0164
 RP0164'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0160 ***********************************************************************
 RP0160  DESIGNATION -  5680 R
 RP0160  PID         -  RP0160
 RP0160  STATE/COUNTY-  MN/OTTER TAIL
 RP0160  USGS QUAD   -  FERGUS FALLS (1994)
 RP0160
 RP0160                         *CURRENT SURVEY CONTROL
 RP0160  ___________________________________________________________________
 RP0160* NAD 83(1986)-  46 16 06.     (N)    096 06 10.     (W)     SCALED    
 RP0160* NAVD 88     -       367.074  (meters)    1204.31   (feet)  ADJUSTED  
 RP0160  ___________________________________________________________________
 RP0160  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 RP0160  DYNAMIC HT  -         367.074 (meters)    1204.31  (feet)  COMP
 RP0160  MODELED GRAV-     980,603.1   (mgal)                       NAVD 88
 RP0160
 RP0160  VERT ORDER  -  SECOND    CLASS 0
 RP0160
 RP0160.The horizontal coordinates were scaled from a topographic map and have
 RP0160.an estimated accuracy of +/- 6 seconds.
 RP0160
 RP0160.The orthometric height was determined by differential leveling
 RP0160.and adjusted by the National Geodetic Survey in June 1991..
 RP0160
 RP0160.The geoid height was determined by GEOID03.
 RP0160
 RP0160.The dynamic height is computed by dividing the NAVD 88
 RP0160.geopotential number by the normal gravity value computed on the
 RP0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0160.degrees latitude (g = 980.6199 gals.).
 RP0160
 RP0160.The modeled gravity was interpolated from observed gravity values.
 RP0160
 RP0160;                    North         East    Units  Estimated Accuracy
 RP0160;SPC MN C     -   242,640.      657,200.      MT  (+/- 180 meters Scaled)
 RP0160
 RP0160                          SUPERSEDED SURVEY CONTROL
 RP0160
 RP0160  NGVD 29 (??/??/92)  366.827  (m)         1203.50   (f) ADJ UNCH    2 0
 RP0160
 RP0160.Superseded values are not recommended for survey control.
 RP0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0160.See file dsdata.txt to determine how the superseded data were derived.
 RP0160
 RP0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS232279(NAD 83)
 RP0160_MARKER: DD = SURVEY DISK
 RP0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0160_SP_SET: BRIDGE ABUTMENT
 RP0160_STAMPING: 5680-R 1966
 RP0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0160
 RP0160  HISTORY     - Date     Condition        Report By
 RP0160  HISTORY     - 1966     MONUMENTED       MNDT
 RP0160  HISTORY     - 1967     GOOD             MNDT
 RP0160  HISTORY     - 19940808 GOOD             USPSQD
 RP0160
 RP0160                          STATION DESCRIPTION
 RP0160
 RP0160'DESCRIBED BY MN DEPT OF TRANSP 1967
 RP0160'1.5 MI SW FROM FERGUS FALLS.
 RP0160'MARK IS LOCATED IN THE NW 1/4, SECTION 9, T132N, R43W.  ABOUT 1.5
 RP0160'MILES SOUTHWEST OF FERGUS FALLS.  MARK IS A STANDARD MINNESOTA HIGHWAY
 RP0160'DEPARTMENT DISK, STAMPED 5680 R 1966, SET IN THE SOUTHEAST CORNER
 RP0160'ABUTMENT OF BRIDGE (NO. 9699) COUNTY ROAD NO. 1 OVER F.A.I. 94.
 RP0160
 RP0160                          STATION RECOVERY (1994)
 RP0160
 RP0160'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0159 ***********************************************************************
 RP0159  DESIGNATION -  5680 S
 RP0159  PID         -  RP0159
 RP0159  STATE/COUNTY-  MN/OTTER TAIL
 RP0159  USGS QUAD   -  FERGUS FALLS (1994)
 RP0159
 RP0159                         *CURRENT SURVEY CONTROL
 RP0159  ___________________________________________________________________
 RP0159* NAD 83(1986)-  46 15 34.     (N)    096 05 18.     (W)     SCALED    
 RP0159* NAVD 88     -       377.437  (meters)    1238.31   (feet)  ADJUSTED  
 RP0159  ___________________________________________________________________
 RP0159  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 RP0159  DYNAMIC HT  -         377.437 (meters)    1238.31  (feet)  COMP
 RP0159  MODELED GRAV-     980,603.7   (mgal)                       NAVD 88
 RP0159
 RP0159  VERT ORDER  -  SECOND    CLASS 0
 RP0159
 RP0159.The horizontal coordinates were scaled from a topographic map and have
 RP0159.an estimated accuracy of +/- 6 seconds.
 RP0159
 RP0159.The orthometric height was determined by differential leveling
 RP0159.and adjusted by the National Geodetic Survey in June 1991..
 RP0159
 RP0159.The geoid height was determined by GEOID03.
 RP0159
 RP0159.The dynamic height is computed by dividing the NAVD 88
 RP0159.geopotential number by the normal gravity value computed on the
 RP0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0159.degrees latitude (g = 980.6199 gals.).
 RP0159
 RP0159.The modeled gravity was interpolated from observed gravity values.
 RP0159
 RP0159;                    North         East    Units  Estimated Accuracy
 RP0159;SPC MN C     -   241,630.      658,290.      MT  (+/- 180 meters Scaled)
 RP0159
 RP0159                          SUPERSEDED SURVEY CONTROL
 RP0159
 RP0159  NGVD 29 (??/??/92)  377.192  (m)         1237.50   (f) ADJ UNCH    2 0
 RP0159
 RP0159.Superseded values are not recommended for survey control.
 RP0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0159.See file dsdata.txt to determine how the superseded data were derived.
 RP0159
 RP0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS243269(NAD 83)
 RP0159_MARKER: DD = SURVEY DISK
 RP0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0159_SP_SET: MONUMENT
 RP0159_STAMPING: 5680-S 1966
 RP0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0159
 RP0159  HISTORY     - Date     Condition        Report By
 RP0159  HISTORY     - 1966     MONUMENTED       MNDT
 RP0159  HISTORY     - 1967     GOOD             MNDT
 RP0159  HISTORY     - 19940808 GOOD             USPSQD
 RP0159
 RP0159                          STATION DESCRIPTION
 RP0159
 RP0159'DESCRIBED BY MN DEPT OF TRANSP 1967
 RP0159'2.0 MI S FROM FERGUS FALLS.
 RP0159'MARK IS LOCATED IN THE SE 1/4, SECTION 9, T132N, R43W ABOUT 2.0 MILES
 RP0159'SOUTH OF FERGUS FALLS AND 0.9 MILE EAST OF COUNTY ROAD NO. 1
 RP0159'INTERCHANGE.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK,
 RP0159'STAMPED 5680 S 1966, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 100
 RP0159'FEET SOUTH OF THE CENTERLINE OF EASTBOUND F.A.I. 94 (STA. 1152+65),
 RP0159'1.0 FOOT NORTHEAST OF THE R/W FENCE, 0.5 FOOT NORTHEAST OF A STEEL
 RP0159'WITNESS POST AND ABOUT 600 FEET WEST OF MILEPOST 57.  MARK PROJECTS 8
 RP0159'INCHES ABOVE GROUND.
 RP0159
 RP0159                          STATION RECOVERY (1994)
 RP0159
 RP0159'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0158 ***********************************************************************
 RP0158  DESIGNATION -  5680 T
 RP0158  PID         -  RP0158
 RP0158  STATE/COUNTY-  MN/OTTER TAIL
 RP0158  USGS QUAD   -  FERGUS FALLS (1994)
 RP0158
 RP0158                         *CURRENT SURVEY CONTROL
 RP0158  ___________________________________________________________________
 RP0158* NAD 83(1986)-  46 15 18.     (N)    096 04 56.     (W)     SCALED    
 RP0158* NAVD 88     -       377.882  (meters)    1239.77   (feet)  ADJUSTED  
 RP0158  ___________________________________________________________________
 RP0158  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 RP0158  DYNAMIC HT  -         377.882 (meters)    1239.77  (feet)  COMP
 RP0158  MODELED GRAV-     980,604.1   (mgal)                       NAVD 88
 RP0158
 RP0158  VERT ORDER  -  SECOND    CLASS 0
 RP0158
 RP0158.The horizontal coordinates were scaled from a topographic map and have
 RP0158.an estimated accuracy of +/- 6 seconds.
 RP0158
 RP0158.The orthometric height was determined by differential leveling
 RP0158.and adjusted by the National Geodetic Survey in June 1991..
 RP0158
 RP0158.The geoid height was determined by GEOID03.
 RP0158
 RP0158.The dynamic height is computed by dividing the NAVD 88
 RP0158.geopotential number by the normal gravity value computed on the
 RP0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0158.degrees latitude (g = 980.6199 gals.).
 RP0158
 RP0158.The modeled gravity was interpolated from observed gravity values.
 RP0158
 RP0158;                    North         East    Units  Estimated Accuracy
 RP0158;SPC MN C     -   241,120.      658,750.      MT  (+/- 180 meters Scaled)
 RP0158
 RP0158                          SUPERSEDED SURVEY CONTROL
 RP0158
 RP0158  NGVD 29 (??/??/92)  377.639  (m)         1238.97   (f) ADJ UNCH    2 0
 RP0158
 RP0158.Superseded values are not recommended for survey control.
 RP0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0158.See file dsdata.txt to determine how the superseded data were derived.
 RP0158
 RP0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS248265(NAD 83)
 RP0158_MARKER: DD = SURVEY DISK
 RP0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0158_SP_SET: MONUMENT
 RP0158_STAMPING: 5680-T 1966
 RP0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0158
 RP0158  HISTORY     - Date     Condition        Report By
 RP0158  HISTORY     - 1966     MONUMENTED       MNDT
 RP0158  HISTORY     - 1967     GOOD             MNDT
 RP0158  HISTORY     - 19940808 GOOD             USPSQD
 RP0158
 RP0158                          STATION DESCRIPTION
 RP0158
 RP0158'DESCRIBED BY MN DEPT OF TRANSP 1967
 RP0158'2.0 MI S FROM FERGUS FALLS.
 RP0158'MARK IS LOCATED IN THE SW 1/4, SECTION 10, T132N, R43W.  ABOUT 2.0
 RP0158'MILES SOUTH OF FERGUS FALLS AND 1.2 MILES EAST OF COUNTY ROAD NO. 1
 RP0158'INTERCHANGE.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK,
 RP0158'STAMPED 5680 T 1966, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 100
 RP0158'FEET SOUTH OF THE CENTERLINE OF EASTBOUND F.A.I. 94 (STA. 1172+60),
 RP0158'1.0 FOOT NORTHEAST OF A STEEL WITNESS POST AND ABOUT 1300 FEET EAST OF
 RP0158'MILE POST 57 AND PROJECTING 5 INCHES ABOVE GROUND.
 RP0158
 RP0158                          STATION RECOVERY (1994)
 RP0158
 RP0158'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0154 ***********************************************************************
 RP0154  DESIGNATION -  5680 U
 RP0154  PID         -  RP0154
 RP0154  STATE/COUNTY-  MN/OTTER TAIL
 RP0154  USGS QUAD   -  DAYTON HOLLOW DAM (1967)
 RP0154
 RP0154                         *CURRENT SURVEY CONTROL
 RP0154  ___________________________________________________________________
 RP0154* NAD 83(1986)-  46 14 55.     (N)    096 04 19.     (W)     SCALED    
 RP0154* NAVD 88     -       380.649  (meters)    1248.85   (feet)  ADJUSTED  
 RP0154  ___________________________________________________________________
 RP0154  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 RP0154  DYNAMIC HT  -         380.650 (meters)    1248.85  (feet)  COMP
 RP0154  MODELED GRAV-     980,604.6   (mgal)                       NAVD 88
 RP0154
 RP0154  VERT ORDER  -  SECOND    CLASS 0
 RP0154
 RP0154.The horizontal coordinates were scaled from a topographic map and have
 RP0154.an estimated accuracy of +/- 6 seconds.
 RP0154
 RP0154.The orthometric height was determined by differential leveling
 RP0154.and adjusted by the National Geodetic Survey in June 1991..
 RP0154
 RP0154.The geoid height was determined by GEOID03.
 RP0154
 RP0154.The dynamic height is computed by dividing the NAVD 88
 RP0154.geopotential number by the normal gravity value computed on the
 RP0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0154.degrees latitude (g = 980.6199 gals.).
 RP0154
 RP0154.The modeled gravity was interpolated from observed gravity values.
 RP0154
 RP0154;                    North         East    Units  Estimated Accuracy
 RP0154;SPC MN C     -   240,390.      659,520.      MT  (+/- 180 meters Scaled)
 RP0154
 RP0154                          SUPERSEDED SURVEY CONTROL
 RP0154
 RP0154  NGVD 29 (??/??/92)  380.407  (m)         1248.05   (f) ADJ UNCH    2 0
 RP0154
 RP0154.Superseded values are not recommended for survey control.
 RP0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0154.See file dsdata.txt to determine how the superseded data were derived.
 RP0154
 RP0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS257258(NAD 83)
 RP0154_MARKER: DD = SURVEY DISK
 RP0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0154_SP_SET: MONUMENT
 RP0154_STAMPING: 5680-U 1966
 RP0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0154
 RP0154  HISTORY     - Date     Condition        Report By
 RP0154  HISTORY     - 1966     MONUMENTED       MNDT
 RP0154  HISTORY     - 1967     GOOD             MNDT
 RP0154  HISTORY     - 1973     POOR             USGS
 RP0154  HISTORY     - 19940809 MARK NOT FOUND   USPSQD
 RP0154
 RP0154                          STATION DESCRIPTION
 RP0154
 RP0154'DESCRIBED BY MN DEPT OF TRANSP 1967
 RP0154'2.0 MI S FROM FERGUS FALLS.
 RP0154'MARK IS LOCATED IN THE NW 1/4, SECTION 15, T132N, R43W.  ABOUT 2.0
 RP0154'MILES SOUTH OF FERGUS FALLS NEAR COUNTY ROAD NO. 25 BRIDGE OVER F.A.I.
 RP0154'94.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED
 RP0154'5680 U 1966, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 99 FEET
 RP0154'SOUTH OF THE CENTERLINE OF EASTBOUND F.A.I. 94 (STA. 1200+00), 1.0
 RP0154'FOOT NORTH OF R/W FENCE AND STEEL WITNESS POST, ABOUT 800 FEET WEST OF
 RP0154'COUNTY ROAD NO. 25 BRIDGE OVER F.A.I.94 AND ABOUT 3950 FEET EAST OF
 RP0154'MILE POST 57.  MARK PROJECTS 12 INCHES ABOVE GROUND.  NOTE-- MARK
 RP0154'LOOSE DUE TO FROST.
 RP0154
 RP0154                          STATION RECOVERY (1973)
 RP0154
 RP0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 RP0154'MARK RECOVERED IN POOR CONDITION.
 RP0154
 RP0154                          STATION RECOVERY (1994)
 RP0154
 RP0154'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0153 ***********************************************************************
 RP0153  DESIGNATION -  5680 W
 RP0153  PID         -  RP0153
 RP0153  STATE/COUNTY-  MN/OTTER TAIL
 RP0153  USGS QUAD   -  DAYTON HOLLOW DAM (1967)
 RP0153
 RP0153                         *CURRENT SURVEY CONTROL
 RP0153  ___________________________________________________________________
 RP0153* NAD 83(1986)-  46 14 40.     (N)    096 03 58.     (W)     SCALED    
 RP0153* NAVD 88     -       376.940  (meters)    1236.68   (feet)  ADJUSTED  
 RP0153  ___________________________________________________________________
 RP0153  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 RP0153  DYNAMIC HT  -         376.940 (meters)    1236.68  (feet)  COMP
 RP0153  MODELED GRAV-     980,604.9   (mgal)                       NAVD 88
 RP0153
 RP0153  VERT ORDER  -  SECOND    CLASS 0
 RP0153
 RP0153.The horizontal coordinates were scaled from a topographic map and have
 RP0153.an estimated accuracy of +/- 6 seconds.
 RP0153
 RP0153.The orthometric height was determined by differential leveling
 RP0153.and adjusted by the National Geodetic Survey in June 1991..
 RP0153
 RP0153.The geoid height was determined by GEOID03.
 RP0153
 RP0153.The dynamic height is computed by dividing the NAVD 88
 RP0153.geopotential number by the normal gravity value computed on the
 RP0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0153.degrees latitude (g = 980.6199 gals.).
 RP0153
 RP0153.The modeled gravity was interpolated from observed gravity values.
 RP0153
 RP0153;                    North         East    Units  Estimated Accuracy
 RP0153;SPC MN C     -   239,920.      659,960.      MT  (+/- 180 meters Scaled)
 RP0153
 RP0153                          SUPERSEDED SURVEY CONTROL
 RP0153
 RP0153  NGVD 29 (??/??/92)  376.699  (m)         1235.89   (f) ADJ UNCH    2 0
 RP0153
 RP0153.Superseded values are not recommended for survey control.
 RP0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0153.See file dsdata.txt to determine how the superseded data were derived.
 RP0153
 RP0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS261253(NAD 83)
 RP0153_MARKER: DD = SURVEY DISK
 RP0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0153_SP_SET: MONUMENT
 RP0153_STAMPING: 5680-W 1966
 RP0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0153
 RP0153  HISTORY     - Date     Condition        Report By
 RP0153  HISTORY     - 1966     MONUMENTED       MNDT
 RP0153  HISTORY     - 1967     GOOD             MNDT
 RP0153  HISTORY     - 19940809 MARK NOT FOUND   USPSQD
 RP0153
 RP0153                          STATION DESCRIPTION
 RP0153
 RP0153'DESCRIBED BY MN DEPT OF TRANSP 1967
 RP0153'2.5 MI S FROM FERGUS FALLS.
 RP0153'MARK IS LOCATED IN THE SW 1/4, SECTION 4, T132N, R43W.  ABOUT 2.5
 RP0153'MILES SOUTH OF FERGUS FALLS ALONG COUNTY ROAD 25.  MARK IS A STANDARD
 RP0153'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 5680 W 1966, SET IN A
 RP0153'PRE-CAST CONCRETE MONUMENT.  MARK IS 275 FEET SOUTH OF THE CENTERLINE
 RP0153'OF EASTBOUND F.A.I. 94 (STA. 1228+05), 30 FEET EAST OF THE CENTERLINE
 RP0153'OF COUNTY ROAD NO. 25 ABOUT 1500 FEET EAST OF MILE POST 58, AND 1.0
 RP0153'FOOT NORTHEAST OF A STEEL WITNESS POST.  MARK PROJECTS 3 INCHES ABOVE
 RP0153'GROUND.
 RP0153
 RP0153                          STATION RECOVERY (1994)
 RP0153
 RP0153'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0152 ***********************************************************************
 RP0152  DESIGNATION -  5680 X
 RP0152  PID         -  RP0152
 RP0152  STATE/COUNTY-  MN/OTTER TAIL
 RP0152  USGS QUAD   -  DAYTON HOLLOW DAM (1967)
 RP0152
 RP0152                         *CURRENT SURVEY CONTROL
 RP0152  ___________________________________________________________________
 RP0152* NAD 83(1986)-  46 14 20.     (N)    096 03 27.     (W)     SCALED    
 RP0152* NAVD 88     -       372.978  (meters)    1223.68   (feet)  ADJUSTED  
 RP0152  ___________________________________________________________________
 RP0152  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 RP0152  DYNAMIC HT  -         372.978 (meters)    1223.68  (feet)  COMP
 RP0152  MODELED GRAV-     980,605.3   (mgal)                       NAVD 88
 RP0152
 RP0152  VERT ORDER  -  SECOND    CLASS 0
 RP0152
 RP0152.The horizontal coordinates were scaled from a topographic map and have
 RP0152.an estimated accuracy of +/- 6 seconds.
 RP0152
 RP0152.The orthometric height was determined by differential leveling
 RP0152.and adjusted by the National Geodetic Survey in June 1991..
 RP0152
 RP0152.The geoid height was determined by GEOID03.
 RP0152
 RP0152.The dynamic height is computed by dividing the NAVD 88
 RP0152.geopotential number by the normal gravity value computed on the
 RP0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0152.degrees latitude (g = 980.6199 gals.).
 RP0152
 RP0152.The modeled gravity was interpolated from observed gravity values.
 RP0152
 RP0152;                    North         East    Units  Estimated Accuracy
 RP0152;SPC MN C     -   239,290.      660,610.      MT  (+/- 180 meters Scaled)
 RP0152
 RP0152                          SUPERSEDED SURVEY CONTROL
 RP0152
 RP0152  NGVD 29 (??/??/92)  372.739  (m)         1222.89   (f) ADJ UNCH    2 0
 RP0152
 RP0152.Superseded values are not recommended for survey control.
 RP0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0152.See file dsdata.txt to determine how the superseded data were derived.
 RP0152
 RP0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS268247(NAD 83)
 RP0152_MARKER: DD = SURVEY DISK
 RP0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0152_SP_SET: MONUMENT
 RP0152_STAMPING: 5680-X 1966
 RP0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0152
 RP0152  HISTORY     - Date     Condition        Report By
 RP0152  HISTORY     - 1966     MONUMENTED       MNDT
 RP0152  HISTORY     - 1967     GOOD             MNDT
 RP0152  HISTORY     - 19940809 MARK NOT FOUND   USPSQD
 RP0152
 RP0152                          STATION DESCRIPTION
 RP0152
 RP0152'DESCRIBED BY MN DEPT OF TRANSP 1967
 RP0152'2.5 MI S FROM FERGUS FALLS.
 RP0152'MARK IS LOCATED IN THE SW 1/4, SECTION 14, T132N, R43W.  ABOUT 2.5
 RP0152'MILES SOUTH OF FERGUS FALLS ALONG F.A.I. 94.  MARK IS A STANDARD
 RP0152'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 5680 X 1966, SET IN A
 RP0152'CONCRETE MONUMENT.  MARK IS 98 FEET SOUTHWEST OF THE CENTERLINE OF
 RP0152'EASTBOUND F.A.I. 94 (STA. 1257+80), 2.0 FEET NORTHEAST OF THE R/W
 RP0152'FENCE AND STEEL WITNESS POST, ABOUT 600 FEET WEST OF MILE POST 59 AND
 RP0152'PROJECTING 6 INCHES ABOVE GROUND.
 RP0152
 RP0152                          STATION RECOVERY (1994)
 RP0152
 RP0152'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0151 ***********************************************************************
 RP0151  DESIGNATION -  5680 X 1
 RP0151  PID         -  RP0151
 RP0151  STATE/COUNTY-  MN/OTTER TAIL
 RP0151  USGS QUAD   -  DAYTON HOLLOW DAM (1967)
 RP0151
 RP0151                         *CURRENT SURVEY CONTROL
 RP0151  ___________________________________________________________________
 RP0151* NAD 83(1986)-  46 14 14.     (N)    096 03 20.     (W)     SCALED    
 RP0151* NAVD 88     -       373.722  (meters)    1226.12   (feet)  ADJUSTED  
 RP0151  ___________________________________________________________________
 RP0151  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 RP0151  DYNAMIC HT  -         373.723 (meters)    1226.12  (feet)  COMP
 RP0151  MODELED GRAV-     980,605.4   (mgal)                       NAVD 88
 RP0151
 RP0151  VERT ORDER  -  SECOND    CLASS 0
 RP0151
 RP0151.The horizontal coordinates were scaled from a topographic map and have
 RP0151.an estimated accuracy of +/- 6 seconds.
 RP0151
 RP0151.The orthometric height was determined by differential leveling
 RP0151.and adjusted by the National Geodetic Survey in June 1991..
 RP0151
 RP0151.The geoid height was determined by GEOID03.
 RP0151
 RP0151.The dynamic height is computed by dividing the NAVD 88
 RP0151.geopotential number by the normal gravity value computed on the
 RP0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0151.degrees latitude (g = 980.6199 gals.).
 RP0151
 RP0151.The modeled gravity was interpolated from observed gravity values.
 RP0151
 RP0151;                    North         East    Units  Estimated Accuracy
 RP0151;SPC MN C     -   239,100.      660,760.      MT  (+/- 180 meters Scaled)
 RP0151
 RP0151                          SUPERSEDED SURVEY CONTROL
 RP0151
 RP0151  NGVD 29 (??/??/92)  373.484  (m)         1225.34   (f) ADJ UNCH    2 0
 RP0151
 RP0151.Superseded values are not recommended for survey control.
 RP0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0151.See file dsdata.txt to determine how the superseded data were derived.
 RP0151
 RP0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS270246(NAD 83)
 RP0151_MARKER: DD = SURVEY DISK
 RP0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0151_SP_SET: MONUMENT
 RP0151_STAMPING: 5680 X 1 1966
 RP0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0151
 RP0151  HISTORY     - Date     Condition        Report By
 RP0151  HISTORY     - 1966     MONUMENTED       MNDT
 RP0151  HISTORY     - 1967     GOOD             MNDT
 RP0151  HISTORY     - 19940808 GOOD             USPSQD
 RP0151
 RP0151                          STATION DESCRIPTION
 RP0151
 RP0151'DESCRIBED BY MN DEPT OF TRANSP 1967
 RP0151'2.5 MI S FROM FERGUS FALLS.
 RP0151'MARK IS LOCATED IN THE NW 1/4, SECTION 23, T132N, R43W.  ABOUT 2.5
 RP0151'MILES SOUTH OF FERGUS FALLS ALONG F.A.I. 94.  MARK IS A STANDARD
 RP0151'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 5680 X1 1966, SET IN A
 RP0151'PRE-CAST CONCRETE MONUMENT.  MARK IS 17 FEET NORTH OF THE R/W FENCE,
 RP0151'96 FEET SOUTH OF THE CENTERLINE OF EASTBOUND F.A.I. 94 (STA 1275+00),
 RP0151'0.5 FOOT NORTH OF A STEEL WITNESS POST, 1000 FEET EAST OF MILE POST 59
 RP0151'AND PROJECTING 1.0 FOOT ABOVE THE SURFACE OF THE GROUND.
 RP0151
 RP0151                          STATION RECOVERY (1994)
 RP0151
 RP0151'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0150 ***********************************************************************
 RP0150  DESIGNATION -  5680 Y
 RP0150  PID         -  RP0150
 RP0150  STATE/COUNTY-  MN/OTTER TAIL
 RP0150  USGS QUAD   -  DAYTON HOLLOW DAM (1967)
 RP0150
 RP0150                         *CURRENT SURVEY CONTROL
 RP0150  ___________________________________________________________________
 RP0150* NAD 83(1986)-  46 13 54.     (N)    096 02 48.     (W)     SCALED    
 RP0150* NAVD 88     -       377.493  (meters)    1238.49   (feet)  ADJUSTED  
 RP0150  ___________________________________________________________________
 RP0150  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 RP0150  DYNAMIC HT  -         377.494 (meters)    1238.49  (feet)  COMP
 RP0150  MODELED GRAV-     980,605.7   (mgal)                       NAVD 88
 RP0150
 RP0150  VERT ORDER  -  SECOND    CLASS 0
 RP0150
 RP0150.The horizontal coordinates were scaled from a topographic map and have
 RP0150.an estimated accuracy of +/- 6 seconds.
 RP0150
 RP0150.The orthometric height was determined by differential leveling
 RP0150.and adjusted by the National Geodetic Survey in June 1991..
 RP0150
 RP0150.The geoid height was determined by GEOID03.
 RP0150
 RP0150.The dynamic height is computed by dividing the NAVD 88
 RP0150.geopotential number by the normal gravity value computed on the
 RP0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0150.degrees latitude (g = 980.6199 gals.).
 RP0150
 RP0150.The modeled gravity was interpolated from observed gravity values.
 RP0150
 RP0150;                    North         East    Units  Estimated Accuracy
 RP0150;SPC MN C     -   238,470.      661,430.      MT  (+/- 180 meters Scaled)
 RP0150
 RP0150                          SUPERSEDED SURVEY CONTROL
 RP0150
 RP0150  NGVD 29 (??/??/92)  377.256  (m)         1237.71   (f) ADJ UNCH    2 0
 RP0150
 RP0150.Superseded values are not recommended for survey control.
 RP0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0150.See file dsdata.txt to determine how the superseded data were derived.
 RP0150
 RP0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS277240(NAD 83)
 RP0150_MARKER: DD = SURVEY DISK
 RP0150_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0150_SP_SET: MONUMENT
 RP0150_STAMPING: 5680-Y 1966
 RP0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0150
 RP0150  HISTORY     - Date     Condition        Report By
 RP0150  HISTORY     - 1966     MONUMENTED       MNDT
 RP0150  HISTORY     - 1967     GOOD             MNDT
 RP0150  HISTORY     - 19940808 GOOD             USPSQD
 RP0150
 RP0150                          STATION DESCRIPTION
 RP0150
 RP0150'DESCRIBED BY MN DEPT OF TRANSP 1967
 RP0150'3.0 MI SE FROM FERGUS FALLS.
 RP0150'MARK IS LOCATED IN THE NE 1/4, SECTION 23, T132N R43W, ABOUT 1.5 MILES
 RP0150'WEST OF T.H. S 52, 59 AND F.A.I. 94 INTERCHANGE SOUTHEAST OF FERGUS
 RP0150'FALLS.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED
 RP0150'5680 Y 1966 SET IN A PRECAST CONCRETE MONUMENT.  MARK IS 125 FEET
 RP0150'NORTH OF THE CENTERLINE OF THE WESTBOUND F.A.I. 94 (STA. 1296+03), 20
 RP0150'FEET NORTH OF THE CENTERLINE OF DEAD END ROAD (EXTENDED), 1.0 FOOT
 RP0150'SOUTH OF A STEEL WITNESS POST, ON R/W FENCELINE AND PROJECTS 2 INCHES
 RP0150'ABOVE GROUND.  ABOUT 3000 FEET EAST OF MILE POST 59.
 RP0150
 RP0150                          STATION RECOVERY (1994)
 RP0150
 RP0150'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0149 ***********************************************************************
 RP0149  DESIGNATION -  5680 Z
 RP0149  PID         -  RP0149
 RP0149  STATE/COUNTY-  MN/OTTER TAIL
 RP0149  USGS QUAD   -  DAYTON HOLLOW DAM (1967)
 RP0149
 RP0149                         *CURRENT SURVEY CONTROL
 RP0149  ___________________________________________________________________
 RP0149* NAD 83(1986)-  46 13 01.     (N)    096 01 52.     (W)     SCALED    
 RP0149* NAVD 88     -       372.536  (meters)    1222.23   (feet)  ADJUSTED  
 RP0149  ___________________________________________________________________
 RP0149  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 RP0149  DYNAMIC HT  -         372.537 (meters)    1222.23  (feet)  COMP
 RP0149  MODELED GRAV-     980,606.9   (mgal)                       NAVD 88
 RP0149
 RP0149  VERT ORDER  -  SECOND    CLASS 0
 RP0149
 RP0149.The horizontal coordinates were scaled from a topographic map and have
 RP0149.an estimated accuracy of +/- 6 seconds.
 RP0149
 RP0149.The orthometric height was determined by differential leveling
 RP0149.and adjusted by the National Geodetic Survey in June 1991..
 RP0149
 RP0149.The geoid height was determined by GEOID03.
 RP0149
 RP0149.The dynamic height is computed by dividing the NAVD 88
 RP0149.geopotential number by the normal gravity value computed on the
 RP0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0149.degrees latitude (g = 980.6199 gals.).
 RP0149
 RP0149.The modeled gravity was interpolated from observed gravity values.
 RP0149
 RP0149;                    North         East    Units  Estimated Accuracy
 RP0149;SPC MN C     -   236,800.      662,590.      MT  (+/- 180 meters Scaled)
 RP0149
 RP0149                          SUPERSEDED SURVEY CONTROL
 RP0149
 RP0149  NGVD 29 (??/??/92)  372.302  (m)         1221.46   (f) ADJ UNCH    2 0
 RP0149
 RP0149.Superseded values are not recommended for survey control.
 RP0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0149.See file dsdata.txt to determine how the superseded data were derived.
 RP0149
 RP0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS289224(NAD 83)
 RP0149_MARKER: DD = SURVEY DISK
 RP0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0149_SP_SET: MONUMENT
 RP0149_STAMPING: 5680-Z 1966
 RP0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0149
 RP0149  HISTORY     - Date     Condition        Report By
 RP0149  HISTORY     - 1966     MONUMENTED       MNDT
 RP0149  HISTORY     - 1967     GOOD             MNDT
 RP0149  HISTORY     - 19940809 MARK NOT FOUND   USPSQD
 RP0149
 RP0149                          STATION DESCRIPTION
 RP0149
 RP0149'DESCRIBED BY MN DEPT OF TRANSP 1967
 RP0149'4.0 MI SE FROM FERGUS FALLS.
 RP0149'MARK IS LOCATED IN THE SW 1/4, SECTION 25, T132N, R43W.  ABOUT 0.6
 RP0149'MILE WEST OF T.H.S 59, 52 AND F.A.I. 94 INTERCHANGE SOUTHEAST OF
 RP0149'FERGUS FALLS.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK,
 RP0149'STAMPED 5680 Z 1966, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 100
 RP0149'FEET SOUTH OF THE CENTERLINE OF EASTBOUND F.A.I. 94 (STA 1362+30), 1.0
 RP0149'FOOT SOUTHWEST OF THE R/W FENCE, 25 FEET SOUTH OF THE CENTERLINE OF
 RP0149'DEAD END ROAD (EXTENDED), 14 FEET NORTH OF A POWER POLE 1.0 FOOT
 RP0149'NORTHEAST OF A STEEL WITNESS POST, ABOUT 300 FEET WEST OF MILE POST 60
 RP0149'AND PROJECTING 6 INCHES ABOVE GROUND.
 RP0149
 RP0149                          STATION RECOVERY (1994)
 RP0149
 RP0149'RECOVERY NOTE BY US POWER SQUADRON 1994
 RP0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1053 ***********************************************************************
 DI1053  DESIGNATION -  57 KED
 DI1053  PID         -  DI1053
 DI1053  STATE/COUNTY-  MN/ST LOUIS
 DI1053  USGS QUAD   -  DALEY BAY (1986)
 DI1053
 DI1053                         *CURRENT SURVEY CONTROL
 DI1053  ___________________________________________________________________
 DI1053* NAD 83(1986)-  48 22 58.     (N)    092 53 30.     (W)     SCALED    
 DI1053* NAVD 88     -       359.43   (meters)    1179.2    (feet)  N HEIGHT  
 DI1053  ___________________________________________________________________
 DI1053  GEOID HEIGHT-         -31.13  (meters)                     GEOID03
 DI1053  DYNAMIC HT  -         359.50  (meters)    1179.5   (feet)  COMP
 DI1053  MODELED GRAV-     980,803.8   (mgal)                       NAVD 88
 DI1053
 DI1053  VERT ORDER  -  THIRD
 DI1053
 DI1053.The horizontal coordinates were scaled from a topographic map and have
 DI1053.an estimated accuracy of +/- 6 seconds.
 DI1053
 DI1053.The orthometric height was determined by differential leveling
 DI1053.and adjusted by the National Geodetic Survey in September 2006..
 DI1053.No vertical observational check was made to the station.
 DI1053.The height was determined by precise leveling from only one NSRS
 DI1053.bench mark.  This was not adequate "tie leveling" to NSRS and was
 DI1053.allowed ONLY to validate the GPS-derived height.
 DI1053
 DI1053.Photographs are available for this station.
 DI1053
 DI1053.The geoid height was determined by GEOID03.
 DI1053
 DI1053.The dynamic height is computed by dividing the NAVD 88
 DI1053.geopotential number by the normal gravity value computed on the
 DI1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1053.degrees latitude (g = 980.6199 gals.).
 DI1053
 DI1053.The modeled gravity was interpolated from observed gravity values.
 DI1053
 DI1053;                    North         East    Units  Estimated Accuracy
 DI1053;SPC MN N     -   309,340.      815,430.      MT  (+/- 180 meters Scaled)
 DI1053
 DI1053                          SUPERSEDED SURVEY CONTROL
 DI1053
 DI1053.No superseded survey control is available for this station.
 DI1053
 DI1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP080588(NAD 83)
 DI1053_MARKER: DD = SURVEY DISK
 DI1053_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DI1053_STAMPING: 57 KED 1966
 DI1053_MARK LOGO: USGS  
 DI1053_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI1053+SATELLITE: SATELLITE OBSERVATIONS - 1966
 DI1053
 DI1053  HISTORY     - Date     Condition        Report By
 DI1053  HISTORY     - 1966     MONUMENTED       USGS
 DI1053
 DI1053                          STATION DESCRIPTION
 DI1053
 DI1053'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DI1053'15.0 MILES EAST OF RAY, 10.20 MILES EAST ALONG TRUNK HIGHWAY 53 FROM
 DI1053'THE JUNCTION OF TRUNK HIGHWAYS 53 AND 217 IN RAY, THEN 5.05 MILES
 DI1053'EASTERLY ON COUNTY ROAD 129, 127.5 FEET WEST OF ASH RIVER RECREATION
 DI1053'TRAIL, 126.0 FEET SOUTHWEST OF COUNTY ROAD 129, 17.7 FEET SOUTHWEST OF
 DI1053'EDGE OF ROCK FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4015 ***********************************************************************
 DH4015  DESIGNATION -  57 SEM
 DH4015  PID         -  DH4015
 DH4015  STATE/COUNTY-  MN/NOBLES
 DH4015  USGS QUAD   -  RUSHMORE (1976)
 DH4015
 DH4015                         *CURRENT SURVEY CONTROL
 DH4015  ___________________________________________________________________
 DH4015* NAD 83(1996)-  43 30 01.24462(N)    095 52 24.81313(W)     ADJUSTED  
 DH4015* NAVD 88     -       476.2    (meters)    1562.     (feet)  GPS OBS   
 DH4015  ___________________________________________________________________
 DH4015  X           -    -474,233.050 (meters)                     COMP
 DH4015  Y           -  -4,609,863.202 (meters)                     COMP
 DH4015  Z           -   4,368,299.120 (meters)                     COMP
 DH4015  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 DH4015  ELLIP HEIGHT-         449.61  (meters)          (04/27/05) GPS OBS
 DH4015  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DH4015
 DH4015  HORZ ORDER  -  FIRST
 DH4015  ELLP ORDER  -  FOURTH    CLASS I
 DH4015
 DH4015.The horizontal coordinates were established by GPS observations
 DH4015.and adjusted by the MN DEPT OF TRANSP in April 2005..
 DH4015
 DH4015.The orthometric height was determined by GPS observations and a
 DH4015.high-resolution geoid model.
 DH4015
 DH4015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4015
 DH4015.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4015
 DH4015.The ellipsoidal height was determined by GPS observations
 DH4015.and is referenced to NAD 83.
 DH4015
 DH4015.The geoid height was determined by GEOID03.
 DH4015
 DH4015;                    North         East     Units Scale Factor Converg.
 DH4015;SPC MN S     -   157,332.731   648,475.779   MT  1.00007331   -1 18 47.6
 DH4015;UTM  15      - 4,820,391.654   267,685.122   MT  1.00026392   -1 58 44.1
 DH4015
 DH4015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4015!SPC MN S     -   0.99992950  x   1.00007331  =   1.00000280
 DH4015!UTM  15      -   0.99992950  x   1.00026392  =   1.00019340
 DH4015
 DH4015                          SUPERSEDED SURVEY CONTROL
 DH4015
 DH4015.No superseded survey control is available for this station.
 DH4015
 DH4015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6768520392(NAD 83)
 DH4015_MARKER: DB = BENCH MARK DISK
 DH4015_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DH4015_STAMPING: 57 SEM 1966 1562
 DH4015_MARK LOGO: USGS  
 DH4015_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH4015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4015+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2004
 DH4015
 DH4015  HISTORY     - Date     Condition        Report By
 DH4015  HISTORY     - 1966     MONUMENTED       USGS
 DH4015  HISTORY     - 20040930 GOOD             MNDT
 DH4015
 DH4015                          STATION DESCRIPTION
 DH4015
 DH4015'DESCRIBED BY MN DEPT OF TRANSP 2004 (DS)
 DH4015'THE MARK IS LOCATED 9 MILES WEST OF BIGELOW.  GO 9.0 MILES WEST ALON G
 DH4015'COUNTY ROAD 2  THAT CHANGES TO COUNTY ROAD 65 THEN COUNTY ROAD 13 AS
 DH4015'YOU TRAVEL WEST FROM THE  JUNCTION OF COUNTY ROAD 2 AND TRUNK HIGHWAY
 DH4015'60 NEAR BIGELOW.  THE MARK IS 86.0 FEET  NORTH OF THE CENTER OF 340
 DH4015'ST, 13, 54.2 FEET NORTH OF UTILITY POLE, 53.7 FEET NORTH OF FENCE
 DH4015'CORNER, 2.1 FEET WEST OF FENCE, 1.7 FEET NORTH OF WOOD POST, 1 FOOT
 DH4015'SOUTH OF WITNESS  POST. THE MARK IS A US GEOLOGICAL SURVEY BENCHMARK
 DH4015'DISK IN A CONCRETE POST PROJECTING 8  INCHES AND MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7866 ***********************************************************************
 DE7866  DESIGNATION -  5702 A
 DE7866  PID         -  DE7866
 DE7866  STATE/COUNTY-  MN/PENNINGTON
 DE7866  USGS QUAD   -  THIEF RIVER FALLS (1976)
 DE7866
 DE7866                         *CURRENT SURVEY CONTROL
 DE7866  ___________________________________________________________________
 DE7866* NAD 83(1986)-  48 07 24.     (N)    096 09 05.     (W)     SCALED    
 DE7866* NAVD 88     -       345.081  (meters)    1132.15   (feet)  ADJUSTED  
 DE7866  ___________________________________________________________________
 DE7866  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DE7866  DYNAMIC HT  -         345.149 (meters)    1132.38  (feet)  COMP
 DE7866  MODELED GRAV-     980,799.4   (mgal)                       NAVD 88
 DE7866
 DE7866  VERT ORDER  -  SECOND    CLASS I
 DE7866
 DE7866.The horizontal coordinates were scaled from a topographic map and have
 DE7866.an estimated accuracy of +/- 6 seconds.
 DE7866
 DE7866.The orthometric height was determined by differential leveling
 DE7866.and adjusted by the National Geodetic Survey in April 2004..
 DE7866
 DE7866.The geoid height was determined by GEOID03.
 DE7866
 DE7866.The dynamic height is computed by dividing the NAVD 88
 DE7866.geopotential number by the normal gravity value computed on the
 DE7866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7866.degrees latitude (g = 980.6199 gals.).
 DE7866
 DE7866.The modeled gravity was interpolated from observed gravity values.
 DE7866
 DE7866;                    North         East    Units  Estimated Accuracy
 DE7866;SPC MN N     -   284,960.      572,910.      MT  (+/- 180 meters Scaled)
 DE7866
 DE7866                          SUPERSEDED SURVEY CONTROL
 DE7866
 DE7866.No superseded survey control is available for this station.
 DE7866
 DE7866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU119339(NAD 83)
 DE7866_MARKER: DB = BENCH MARK DISK
 DE7866_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DE7866_SP_SET: HOUSE FOUNDATION
 DE7866_STAMPING: 5702 A 1948
 DE7866_MARK LOGO: MNDT  
 DE7866_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7866+STABILITY: SURFACE MOTION
 DE7866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7866+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1998
 DE7866
 DE7866  HISTORY     - Date     Condition        Report By
 DE7866  HISTORY     - 1948     MONUMENTED       MNDT
 DE7866  HISTORY     - 19980127 GOOD             MNDT
 DE7866
 DE7866                          STATION DESCRIPTION
 DE7866
 DE7866'DESCRIBED BY MN DEPT OF TRANSP 1998 (DAS)
 DE7866'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8638 ***********************************************************************
 AJ8638  DESIGNATION -  5702 AA
 AJ8638  PID         -  AJ8638
 AJ8638  STATE/COUNTY-  MN/PENNINGTON
 AJ8638  USGS QUAD   -  THIEF RIVER FALLS (1976)
 AJ8638
 AJ8638                         *CURRENT SURVEY CONTROL
 AJ8638  ___________________________________________________________________
 AJ8638* NAD 83(1996)-  48 07 19.38194(N)    096 07 55.62995(W)     ADJUSTED  
 AJ8638* NAVD 88     -       345.971  (meters)    1135.07   (feet)  ADJUSTED  
 AJ8638  ___________________________________________________________________
 AJ8638  X           -    -455,682.847 (meters)                     COMP
 AJ8638  Y           -  -4,241,427.569 (meters)                     COMP
 AJ8638  Z           -   4,726,183.718 (meters)                     COMP
 AJ8638  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 AJ8638  ELLIP HEIGHT-         318.81  (meters)          (03/29/02) GPS OBS
 AJ8638  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AJ8638  DYNAMIC HT  -         346.040 (meters)    1135.30  (feet)  COMP
 AJ8638  MODELED GRAV-     980,801.5   (mgal)                       NAVD 88
 AJ8638
 AJ8638  HORZ ORDER  -  FIRST
 AJ8638  VERT ORDER  -  SECOND    CLASS I
 AJ8638  ELLP ORDER  -  FOURTH    CLASS I
 AJ8638
 AJ8638.The horizontal coordinates were established by GPS observations
 AJ8638.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8638
 AJ8638.The orthometric height was determined by differential leveling
 AJ8638.and adjusted by the National Geodetic Survey in April 2004..
 AJ8638
 AJ8638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8638
 AJ8638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8638
 AJ8638.The ellipsoidal height was determined by GPS observations
 AJ8638.and is referenced to NAD 83.
 AJ8638
 AJ8638.The geoid height was determined by GEOID03.
 AJ8638
 AJ8638.The dynamic height is computed by dividing the NAVD 88
 AJ8638.geopotential number by the normal gravity value computed on the
 AJ8638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8638.degrees latitude (g = 980.6199 gals.).
 AJ8638
 AJ8638.The modeled gravity was interpolated from observed gravity values.
 AJ8638
 AJ8638;                    North         East     Units Scale Factor Converg.
 AJ8638;SPC MN N     -   284,756.911   574,338.237   MT  0.99991531   -2 14 50.9
 AJ8638;UTM  14      - 5,333,844.222   713,416.299   MT  1.00015968   +2 08 10.1
 AJ8638
 AJ8638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8638!SPC MN N     -   0.99995004  x   0.99991531  =   0.99986535
 AJ8638!UTM  14      -   0.99995004  x   1.00015968  =   1.00010971
 AJ8638
 AJ8638:                Primary Azimuth Mark                     Grid Az
 AJ8638:SPC MN N     -  5702 Z                                   095 37 17.2
 AJ8638:UTM  14      -  5702 Z                                   091 14 16.2
 AJ8638
 AJ8638|---------------------------------------------------------------------|
 AJ8638| PID    Reference Object                     Distance      Geod. Az  |
 AJ8638|                                                           dddmmss.s |
 AJ8638| AJ8637 5702 Z                              APPROX. 0.8 KM 0932226.3 |
 AJ8638|---------------------------------------------------------------------|
 AJ8638
 AJ8638                          SUPERSEDED SURVEY CONTROL
 AJ8638
 AJ8638  NAVD 88 (03/29/02)  345.98   (m)         1135.1    (f) LEVELING    3  
 AJ8638
 AJ8638.Superseded values are not recommended for survey control.
 AJ8638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8638.See file dsdata.txt to determine how the superseded data were derived.
 AJ8638
 AJ8638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU1341633844(NAD 83)
 AJ8638_MARKER: DD = SURVEY DISK
 AJ8638_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8638_STAMPING: 5702 AA 1998
 AJ8638_MARK LOGO: MNDT  
 AJ8638_PROJECTION: FLUSH
 AJ8638_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8638+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8638_ROD/PIPE-DEPTH:  7.6 meters
 AJ8638
 AJ8638  HISTORY     - Date     Condition        Report By
 AJ8638  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8638
 AJ8638                          STATION DESCRIPTION
 AJ8638
 AJ8638'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AJ8638'2.0 MI (3.2 KM) EAST OF THIEF RIVER FALLS, 2.4 MI (3.9 KM) EAST ALONG
 AJ8638'TH 1 FROM THE NORTH JCT OF TH 1 AND TH 32, AT TH 1 MP 48.55, 78.6 FT
 AJ8638'(24.0 M) SOUTH OF TH 1, 27.6 FT (8.4 M) EAST OF RD, 5.6 FT (1.7 M)
 AJ8638'WEST OF P-POLE, 25.2 FT (7.7 M) NORTH OF P-POLE, 14.5 FT (4.4 M) ESE
 AJ8638'OF R/W POST, 1.6 FT (0.5 M) NORTH OF STEEL WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7865 ***********************************************************************
 DE7865  DESIGNATION -  5702 AB
 DE7865  PID         -  DE7865
 DE7865  STATE/COUNTY-  MN/PENNINGTON
 DE7865  USGS QUAD   -  THIEF RIVER FALLS (1976)
 DE7865
 DE7865                         *CURRENT SURVEY CONTROL
 DE7865  ___________________________________________________________________
 DE7865* NAD 83(1986)-  48 07 27.     (N)    096 10 08.     (W)     SCALED    
 DE7865* NAVD 88     -       343.893  (meters)    1128.26   (feet)  ADJUSTED  
 DE7865  ___________________________________________________________________
 DE7865  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DE7865  DYNAMIC HT  -         343.960 (meters)    1128.48  (feet)  COMP
 DE7865  MODELED GRAV-     980,797.7   (mgal)                       NAVD 88
 DE7865
 DE7865  VERT ORDER  -  SECOND    CLASS I
 DE7865
 DE7865.The horizontal coordinates were scaled from a topographic map and have
 DE7865.an estimated accuracy of +/- 6 seconds.
 DE7865
 DE7865.The orthometric height was determined by differential leveling
 DE7865.and adjusted by the National Geodetic Survey in April 2004..
 DE7865
 DE7865.The geoid height was determined by GEOID03.
 DE7865
 DE7865.The dynamic height is computed by dividing the NAVD 88
 DE7865.geopotential number by the normal gravity value computed on the
 DE7865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7865.degrees latitude (g = 980.6199 gals.).
 DE7865
 DE7865.The modeled gravity was interpolated from observed gravity values.
 DE7865
 DE7865;                    North         East    Units  Estimated Accuracy
 DE7865;SPC MN N     -   285,100.      571,610.      MT  (+/- 180 meters Scaled)
 DE7865
 DE7865                          SUPERSEDED SURVEY CONTROL
 DE7865
 DE7865.No superseded survey control is available for this station.
 DE7865
 DE7865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU106339(NAD 83)
 DE7865_MARKER: DV = VERTICAL CONTROL DISK
 DE7865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7865_STAMPING: 5702 AB
 DE7865_MARK LOGO: MNDT  
 DE7865_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7865+STABILITY: SURFACE MOTION
 DE7865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7865+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1998
 DE7865
 DE7865  HISTORY     - Date     Condition        Report By
 DE7865  HISTORY     - 1988     MONUMENTED       MNDT
 DE7865  HISTORY     - 19980328 GOOD             MNDT
 DE7865
 DE7865                          STATION DESCRIPTION
 DE7865
 DE7865'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE7865'THE MARK IS LOCATED ABOUT AT THIEF RIVER FALLS, 0.3 MI (0.5 KM) EAST
 DE7865'ON TH 1 FROM JCT OF TH 1 AND TH 32, AT TH 1 STA 46+00, IN SE CORNER OF
 DE7865'BRIDGE DECK OVER THIEF RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9784 ***********************************************************************
 DE9784  DESIGNATION -  5702 AC
 DE9784  PID         -  DE9784
 DE9784  STATE/COUNTY-  MN/PENNINGTON
 DE9784  USGS QUAD   -  HIGH LANDING (1972)
 DE9784
 DE9784                         *CURRENT SURVEY CONTROL
 DE9784  ___________________________________________________________________
 DE9784* NAD 83(1996)-  48 07 18.74503(N)    095 47 14.91728(W)     ADJUSTED  
 DE9784* NAVD 88     -       357.024  (meters)    1171.34   (feet)  ADJUSTED  
 DE9784  ___________________________________________________________________
 DE9784  X           -    -430,164.180 (meters)                     COMP
 DE9784  Y           -  -4,244,113.751 (meters)                     COMP
 DE9784  Z           -   4,726,178.835 (meters)                     COMP
 DE9784  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 DE9784  ELLIP HEIGHT-         329.89  (meters)          (01/24/03) GPS OBS
 DE9784  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DE9784  DYNAMIC HT  -         357.103 (meters)    1171.60  (feet)  COMP
 DE9784  MODELED GRAV-     980,821.5   (mgal)                       NAVD 88
 DE9784
 DE9784  HORZ ORDER  -  FIRST
 DE9784  VERT ORDER  -  SECOND    CLASS I
 DE9784  ELLP ORDER  -  FOURTH    CLASS I
 DE9784
 DE9784.The horizontal coordinates were established by GPS observations
 DE9784.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9784
 DE9784.The orthometric height was determined by differential leveling
 DE9784.and adjusted by the National Geodetic Survey in April 2004..
 DE9784.No vertical observational check was made to the station.
 DE9784
 DE9784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9784
 DE9784.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9784
 DE9784.The ellipsoidal height was determined by GPS observations
 DE9784.and is referenced to NAD 83.
 DE9784
 DE9784.The geoid height was determined by GEOID03.
 DE9784
 DE9784.The dynamic height is computed by dividing the NAVD 88
 DE9784.geopotential number by the normal gravity value computed on the
 DE9784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9784.degrees latitude (g = 980.6199 gals.).
 DE9784
 DE9784.The modeled gravity was interpolated from observed gravity values.
 DE9784
 DE9784;                    North         East     Units Scale Factor Converg.
 DE9784;SPC MN N     -   283,788.283   599,976.142   MT  0.99991530   -1 59 31.2
 DE9784;UTM  15      - 5,333,604.536   292,565.783   MT  1.00012874   -2 04 34.3
 DE9784
 DE9784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9784!SPC MN N     -   0.99994830  x   0.99991530  =   0.99986360
 DE9784!UTM  15      -   0.99994830  x   1.00012874  =   1.00007703
 DE9784
 DE9784                          SUPERSEDED SURVEY CONTROL
 DE9784
 DE9784  NAVD 88 (01/24/03)  357.02   (m)         1171.3    (f) LEVELING    3  
 DE9784
 DE9784.Superseded values are not recommended for survey control.
 DE9784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9784.See file dsdata.txt to determine how the superseded data were derived.
 DE9784
 DE9784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9256633605(NAD 83)
 DE9784_MARKER: DD = SURVEY DISK
 DE9784_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9784_STAMPING: 5702 AC 2001
 DE9784_MARK LOGO: MNDT  
 DE9784_PROJECTION: FLUSH
 DE9784_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9784+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2001
 DE9784_ROD/PIPE-DEPTH:  3.0 meters
 DE9784
 DE9784  HISTORY     - Date     Condition        Report By
 DE9784  HISTORY     - 2001     MONUMENTED       MNDT
 DE9784  HISTORY     - 20010801 GOOD             MNDT
 DE9784
 DE9784                          STATION DESCRIPTION
 DE9784
 DE9784'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9784'1.25 MI (2.01 KM) SE OF GOODRIDGE, 1 MI (1.6 KM) EAST ALONG TH 1 FROM
 DE9784'JCT OF TH 219, AT TH 1 MP 64.35, 52.5 FT (16.0 M) NORTH OF TH 1 , 24.8
 DE9784'FT (7.6 M) WEST OF RD, 1 FT (0.3 M) SOUTH OF WIT POST.
 DE9784
 DE9784                          STATION RECOVERY (2001)
 DE9784
 DE9784'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9784'THE MARK IS 1.25 MI (2.01 KM) SE OF GOODRIDGE, 1.0 MI (1.6 KM) EAST
 DE9784'ALONG TH 1 FROM JCT OF TH 1 AND TH 219 (1 MI SOUTH OF GOODRIDGE), AT
 DE9784'TH 1 MP 64.35, 52.5 FT (16.0 M) NORTH OF TH 1, 24.8 FT (7.6 M) WEST OF
 DE9784'RD, 1 FT (0.3 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR
 DE9784'GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9783 ***********************************************************************
 DE9783  DESIGNATION -  5702 AD
 DE9783  PID         -  DE9783
 DE9783  STATE/COUNTY-  MN/PENNINGTON
 DE9783  USGS QUAD   -  ERIE (1972)
 DE9783
 DE9783                         *CURRENT SURVEY CONTROL
 DE9783  ___________________________________________________________________
 DE9783* NAD 83(1996)-  48 07 20.04782(N)    095 44 39.90193(W)     ADJUSTED  
 DE9783* NAVD 88     -       357.962  (meters)    1174.41   (feet)  ADJUSTED  
 DE9783  ___________________________________________________________________
 DE9783  X           -    -426,971.516 (meters)                     COMP
 DE9783  Y           -  -4,244,406.615 (meters)                     COMP
 DE9783  Z           -   4,726,206.360 (meters)                     COMP
 DE9783  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 DE9783  ELLIP HEIGHT-         330.78  (meters)          (01/24/03) GPS OBS
 DE9783  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DE9783  DYNAMIC HT  -         358.040 (meters)    1174.67  (feet)  COMP
 DE9783  MODELED GRAV-     980,819.5   (mgal)                       NAVD 88
 DE9783
 DE9783  HORZ ORDER  -  FIRST
 DE9783  VERT ORDER  -  SECOND    CLASS I
 DE9783  ELLP ORDER  -  FOURTH    CLASS I
 DE9783
 DE9783.The horizontal coordinates were established by GPS observations
 DE9783.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9783
 DE9783.The orthometric height was determined by differential leveling
 DE9783.and adjusted by the National Geodetic Survey in April 2004..
 DE9783.No vertical observational check was made to the station.
 DE9783
 DE9783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9783
 DE9783.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9783
 DE9783.The ellipsoidal height was determined by GPS observations
 DE9783.and is referenced to NAD 83.
 DE9783
 DE9783.The geoid height was determined by GEOID03.
 DE9783
 DE9783.The dynamic height is computed by dividing the NAVD 88
 DE9783.geopotential number by the normal gravity value computed on the
 DE9783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9783.degrees latitude (g = 980.6199 gals.).
 DE9783
 DE9783.The modeled gravity was interpolated from observed gravity values.
 DE9783
 DE9783;                    North         East     Units Scale Factor Converg.
 DE9783;SPC MN N     -   283,717.964   603,181.119   MT  0.99991533   -1 57 36.3
 DE9783;UTM  15      - 5,333,529.496   295,771.311   MT  1.00011252   -2 02 38.8
 DE9783
 DE9783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9783!SPC MN N     -   0.99994816  x   0.99991533  =   0.99986349
 DE9783!UTM  15      -   0.99994816  x   1.00011252  =   1.00006067
 DE9783
 DE9783                          SUPERSEDED SURVEY CONTROL
 DE9783
 DE9783  NAVD 88 (01/24/03)  357.96   (m)         1174.4    (f) LEVELING    3  
 DE9783
 DE9783.Superseded values are not recommended for survey control.
 DE9783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9783.See file dsdata.txt to determine how the superseded data were derived.
 DE9783
 DE9783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9577133529(NAD 83)
 DE9783_MARKER: DD = SURVEY DISK
 DE9783_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9783_STAMPING: 5702 AD 2001
 DE9783_MARK LOGO: MNDT  
 DE9783_PROJECTION: FLUSH
 DE9783_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9783+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 DE9783_ROD/PIPE-DEPTH:  3.0 meters
 DE9783
 DE9783  HISTORY     - Date     Condition        Report By
 DE9783  HISTORY     - 2001     MONUMENTED       MNDT
 DE9783  HISTORY     - 20010907 GOOD             MNDT
 DE9783
 DE9783                          STATION DESCRIPTION
 DE9783
 DE9783'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9783'3 MI (4.8 KM) SE OF GOODRIDGE, 3 MI (4.8 KM) EAST ALONG TH 1 FROM JCT
 DE9783'OF TH 219, AT TH 1 MP 66.35, 72.5 FT (22.1 M) NORTH OF TH 1, 37 FT
 DE9783'(11.3 M) WEST OF RD, 1.2 FT (0.4 M) SOUTH OF WIT POST.
 DE9783
 DE9783                          STATION RECOVERY (2001)
 DE9783
 DE9783'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9783'THE MARK IS 3 MI (4.8 KM) SE OF GOODRIDGE, 3 MI (4.8 KM) EAST ALONG TH
 DE9783'1 FROM JCT OF TH 1 AND TH 219 (1 MI SOUTH OF GOODRIDGE), AT TH 1 MP
 DE9783'66.35, 72.5 FT (22.1 M) NORTH OF TH 1, 37 FT (11.3 M) WEST OF RD, 1.2
 DE9783'FT (0.4 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9782 ***********************************************************************
 DE9782  DESIGNATION -  5702 AE
 DE9782  PID         -  DE9782
 DE9782  STATE/COUNTY-  MN/PENNINGTON
 DE9782  USGS QUAD   -  ERIE (1972)
 DE9782
 DE9782                         *CURRENT SURVEY CONTROL
 DE9782  ___________________________________________________________________
 DE9782* NAD 83(1996)-  48 07 20.60910(N)    095 43 20.62121(W)     ADJUSTED  
 DE9782* NAVD 88     -       357.777  (meters)    1173.81   (feet)  ADJUSTED  
 DE9782  ___________________________________________________________________
 DE9782  X           -    -425,338.788 (meters)                     COMP
 DE9782  Y           -  -4,244,557.430 (meters)                     COMP
 DE9782  Z           -   4,726,217.777 (meters)                     COMP
 DE9782  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 DE9782  ELLIP HEIGHT-         330.57  (meters)          (01/24/03) GPS OBS
 DE9782  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DE9782  DYNAMIC HT  -         357.855 (meters)    1174.06  (feet)  COMP
 DE9782  MODELED GRAV-     980,817.9   (mgal)                       NAVD 88
 DE9782
 DE9782  HORZ ORDER  -  FIRST
 DE9782  VERT ORDER  -  SECOND    CLASS I
 DE9782  ELLP ORDER  -  FOURTH    CLASS I
 DE9782
 DE9782.The horizontal coordinates were established by GPS observations
 DE9782.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9782
 DE9782.The orthometric height was determined by differential leveling
 DE9782.and adjusted by the National Geodetic Survey in April 2004..
 DE9782.No vertical observational check was made to the station.
 DE9782
 DE9782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9782
 DE9782.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9782
 DE9782.The ellipsoidal height was determined by GPS observations
 DE9782.and is referenced to NAD 83.
 DE9782
 DE9782.The geoid height was determined by GEOID03.
 DE9782
 DE9782.The dynamic height is computed by dividing the NAVD 88
 DE9782.geopotential number by the normal gravity value computed on the
 DE9782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9782.degrees latitude (g = 980.6199 gals.).
 DE9782
 DE9782.The modeled gravity was interpolated from observed gravity values.
 DE9782
 DE9782;                    North         East     Units Scale Factor Converg.
 DE9782;SPC MN N     -   283,679.448   604,820.162   MT  0.99991534   -1 56 37.6
 DE9782;UTM  15      - 5,333,488.571   297,410.612   MT  1.00010433   -2 01 39.7
 DE9782
 DE9782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9782!SPC MN N     -   0.99994819  x   0.99991534  =   0.99986354
 DE9782!UTM  15      -   0.99994819  x   1.00010433  =   1.00005252
 DE9782
 DE9782                          SUPERSEDED SURVEY CONTROL
 DE9782
 DE9782  NAVD 88 (01/24/03)  357.77   (m)         1173.8    (f) LEVELING    3  
 DE9782
 DE9782.Superseded values are not recommended for survey control.
 DE9782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9782.See file dsdata.txt to determine how the superseded data were derived.
 DE9782
 DE9782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9741133489(NAD 83)
 DE9782_MARKER: DD = SURVEY DISK
 DE9782_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9782_STAMPING: 5702 AE 2001
 DE9782_MARK LOGO: MNDT  
 DE9782_PROJECTION: RECESSED 3 CENTIMETERS
 DE9782_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9782+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 DE9782_ROD/PIPE-DEPTH:  3.0 meters
 DE9782
 DE9782  HISTORY     - Date     Condition        Report By
 DE9782  HISTORY     - 2001     MONUMENTED       MNDT
 DE9782  HISTORY     - 20010907 GOOD             MNDT
 DE9782
 DE9782                          STATION DESCRIPTION
 DE9782
 DE9782'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9782'4 MI (6.4 KM) ESE OF GOODRIDGE, 4 MI (6.4 KM) EAST OF JCT OF TH 219,
 DE9782'AT TH 1 MP 67.35, 65.1 FT (19.8 M) NORTH OF TH 1 , 33 FT (10.1 M) EAST
 DE9782'OF CO RD 26, 1.1 FT (0.3 M) SOUTH OF WIT POST.
 DE9782
 DE9782                          STATION RECOVERY (2001)
 DE9782
 DE9782'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9782'THE MARK IS 4 MI (6.4 KM) ESE OF GOODRIDGE, 4.0 MI (6.4 KM) EAST ALONG
 DE9782'TH 1 FROM JCT OF TH 1 AND TH 219 (1 MI SOUTH OF GOODRIDGE), AT TH 1 MP
 DE9782'67.35, 65.1 FT (19.8 M) NORTH OF TH 1, 33 FT (10.1 M) EAST OF CO RD
 DE9782'26, 1.1 FT (0.3 M) SOUTH OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND
 DE9782'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9781 ***********************************************************************
 DE9781  DESIGNATION -  5702 AF
 DE9781  PID         -  DE9781
 DE9781  STATE/COUNTY-  MN/PENNINGTON
 DE9781  USGS QUAD   -  ERIE (1972)
 DE9781
 DE9781                         *CURRENT SURVEY CONTROL
 DE9781  ___________________________________________________________________
 DE9781* NAD 83(1996)-  48 07 20.35946(N)    095 42 05.98639(W)     ADJUSTED  
 DE9781* NAVD 88     -       358.643  (meters)    1176.65   (feet)  ADJUSTED  
 DE9781  ___________________________________________________________________
 DE9781  X           -    -423,803.536 (meters)                     COMP
 DE9781  Y           -  -4,244,717.328 (meters)                     COMP
 DE9781  Z           -   4,726,213.255 (meters)                     COMP
 DE9781  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 DE9781  ELLIP HEIGHT-         331.41  (meters)          (01/24/03) GPS OBS
 DE9781  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 DE9781  DYNAMIC HT  -         358.720 (meters)    1176.90  (feet)  COMP
 DE9781  MODELED GRAV-     980,816.4   (mgal)                       NAVD 88
 DE9781
 DE9781  HORZ ORDER  -  FIRST
 DE9781  VERT ORDER  -  SECOND    CLASS I
 DE9781  ELLP ORDER  -  FOURTH    CLASS I
 DE9781
 DE9781.The horizontal coordinates were established by GPS observations
 DE9781.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9781
 DE9781.The orthometric height was determined by differential leveling
 DE9781.and adjusted by the National Geodetic Survey in April 2004..
 DE9781.No vertical observational check was made to the station.
 DE9781
 DE9781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9781
 DE9781.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9781
 DE9781.The ellipsoidal height was determined by GPS observations
 DE9781.and is referenced to NAD 83.
 DE9781
 DE9781.The geoid height was determined by GEOID03.
 DE9781
 DE9781.The dynamic height is computed by dividing the NAVD 88
 DE9781.geopotential number by the normal gravity value computed on the
 DE9781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9781.degrees latitude (g = 980.6199 gals.).
 DE9781
 DE9781.The modeled gravity was interpolated from observed gravity values.
 DE9781
 DE9781;                    North         East     Units Scale Factor Converg.
 DE9781;SPC MN N     -   283,619.602   606,362.353   MT  0.99991534   -1 55 42.3
 DE9781;UTM  15      - 5,333,426.455   298,952.999   MT  1.00009667   -2 00 44.1
 DE9781
 DE9781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9781!SPC MN N     -   0.99994806  x   0.99991534  =   0.99986341
 DE9781!UTM  15      -   0.99994806  x   1.00009667  =   1.00004473
 DE9781
 DE9781                          SUPERSEDED SURVEY CONTROL
 DE9781
 DE9781  NAVD 88 (01/24/03)  358.64   (m)         1176.6    (f) LEVELING    3  
 DE9781
 DE9781.Superseded values are not recommended for survey control.
 DE9781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9781.See file dsdata.txt to determine how the superseded data were derived.
 DE9781
 DE9781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9895333426(NAD 83)
 DE9781_MARKER: DD = SURVEY DISK
 DE9781_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9781_STAMPING: 5702 AF 2001
 DE9781_MARK LOGO: MNDT  
 DE9781_PROJECTION: RECESSED 3 CENTIMETERS
 DE9781_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9781+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 DE9781_ROD/PIPE-DEPTH:  4.6 meters
 DE9781
 DE9781  HISTORY     - Date     Condition        Report By
 DE9781  HISTORY     - 2001     MONUMENTED       MNDT
 DE9781  HISTORY     - 20010907 GOOD             MNDT
 DE9781
 DE9781                          STATION DESCRIPTION
 DE9781
 DE9781'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9781'5 MI (8.0 KM) EAST OF GOODRIDGE, 5 MI (8.0 KM) EAST ALONG TH 1 FROM
 DE9781'JCT OF TH 219, AT TH 1 MP 68.35, 56 FT (17.1 M) NORTH OF TH 1 , 11.6
 DE9781'FT (3.5 M) WEST OF ENTRANCE, 1.1 FT (0.3 M) SOUTH OF WIT POST.
 DE9781
 DE9781                          STATION RECOVERY (2001)
 DE9781
 DE9781'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9781'THE MARK IS 5 MI (8.0 KM) EAST OF GOODRIDGE, 5.0 MI (8.0 KM) EAST
 DE9781'ALONG TH 1 FROM JCT OF TH 1 AND TH 219 (1 MI SOUTH OF GOODRIDGE), AT
 DE9781'TH 1 MP 68.35, 56 FT (17.1 M) NORTH OF TH 1, 11.6 FT (3.5 M) WEST OF
 DE9781'ENT, 1.1 FT (0.3 M) SOUTH OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND
 DE9781'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9780 ***********************************************************************
 DE9780  DESIGNATION -  5702 AG
 DE9780  PID         -  DE9780
 DE9780  STATE/COUNTY-  MN/PENNINGTON
 DE9780  USGS QUAD   -  ERIE (1972)
 DE9780
 DE9780                         *CURRENT SURVEY CONTROL
 DE9780  ___________________________________________________________________
 DE9780* NAD 83(1996)-  48 07 22.08116(N)    095 40 47.81324(W)     ADJUSTED  
 DE9780* NAVD 88     -       358.584  (meters)    1176.45   (feet)  ADJUSTED  
 DE9780  ___________________________________________________________________
 DE9780  X           -    -422,190.858 (meters)                     COMP
 DE9780  Y           -  -4,244,838.180 (meters)                     COMP
 DE9780  Z           -   4,726,248.688 (meters)                     COMP
 DE9780  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 DE9780  ELLIP HEIGHT-         331.32  (meters)          (01/24/03) GPS OBS
 DE9780  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DE9780  DYNAMIC HT  -         358.661 (meters)    1176.71  (feet)  COMP
 DE9780  MODELED GRAV-     980,814.7   (mgal)                       NAVD 88
 DE9780
 DE9780  HORZ ORDER  -  FIRST
 DE9780  VERT ORDER  -  SECOND    CLASS I
 DE9780  ELLP ORDER  -  FOURTH    CLASS I
 DE9780
 DE9780.The horizontal coordinates were established by GPS observations
 DE9780.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9780
 DE9780.The orthometric height was determined by differential leveling
 DE9780.and adjusted by the National Geodetic Survey in April 2004..
 DE9780.No vertical observational check was made to the station.
 DE9780
 DE9780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9780
 DE9780.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9780
 DE9780.The ellipsoidal height was determined by GPS observations
 DE9780.and is referenced to NAD 83.
 DE9780
 DE9780.The geoid height was determined by GEOID03.
 DE9780
 DE9780.The dynamic height is computed by dividing the NAVD 88
 DE9780.geopotential number by the normal gravity value computed on the
 DE9780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9780.degrees latitude (g = 980.6199 gals.).
 DE9780
 DE9780.The modeled gravity was interpolated from observed gravity values.
 DE9780
 DE9780;                    North         East     Units Scale Factor Converg.
 DE9780;SPC MN N     -   283,618.576   607,979.720   MT  0.99991538   -1 54 44.3
 DE9780;UTM  15      - 5,333,423.063   300,570.650   MT  1.00008871   -1 59 45.9
 DE9780
 DE9780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9780!SPC MN N     -   0.99994808  x   0.99991538  =   0.99986346
 DE9780!UTM  15      -   0.99994808  x   1.00008871  =   1.00003678
 DE9780
 DE9780                          SUPERSEDED SURVEY CONTROL
 DE9780
 DE9780  NAVD 88 (01/24/03)  358.58   (m)         1176.4    (f) LEVELING    3  
 DE9780
 DE9780.Superseded values are not recommended for survey control.
 DE9780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9780.See file dsdata.txt to determine how the superseded data were derived.
 DE9780
 DE9780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0057133423(NAD 83)
 DE9780_MARKER: DD = SURVEY DISK
 DE9780_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9780_STAMPING: 5702 AG 2001
 DE9780_MARK LOGO: MNDT  
 DE9780_PROJECTION: FLUSH
 DE9780_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9780+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 DE9780_ROD/PIPE-DEPTH:  3.0 meters
 DE9780
 DE9780  HISTORY     - Date     Condition        Report By
 DE9780  HISTORY     - 2001     MONUMENTED       MNDT
 DE9780  HISTORY     - 20010907 GOOD             MNDT
 DE9780
 DE9780                          STATION DESCRIPTION
 DE9780
 DE9780'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9780'THE MARK IS 6 MI (9.7 KM) EAST OF GOODRIDGE, 6.0 MI (9.7 KM) EAST
 DE9780'ALONG TH 1 FROM JCT OF TH 219, AT TH 1 MP 69.35, 130.8 FT (39.9 M)
 DE9780'NORTH OF TH 1, 37.6 FT (11.5 M) EAST OF CO RD 97, 10.6 FT (3.2 M)
 DE9780'NORTH OF ENTRANCE, 3.7 FT (1.1 M) SOUTH OF WIT POST.
 DE9780
 DE9780                          STATION RECOVERY (2001)
 DE9780
 DE9780'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9780'THE MARK IS 6 MI (9.7 KM) EAST OF GOODRIDGE, 6.0 MI (9.7 KM) EAST
 DE9780'ALONG TH 1 FROM JCT OF TH 1 AND TH 219, AT TH 1 MP 69.35, 130.8 FT
 DE9780'(39.9 M) NORTH OF TH 1, 37.6 FT (11.5 M) EAST OF CO RD 97, 10.6 FT
 DE9780'(3.2 M) NORTH OF ENT, 3.7 FT (1.1 M) SOUTH OF WIT POST, FLUSH,
 DE9780'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9779 ***********************************************************************
 DE9779  DESIGNATION -  5702 AH
 DE9779  PID         -  DE9779
 DE9779  STATE/COUNTY-  MN/PENNINGTON
 DE9779  USGS QUAD   -  ERIE (1972)
 DE9779
 DE9779                         *CURRENT SURVEY CONTROL
 DE9779  ___________________________________________________________________
 DE9779* NAD 83(1996)-  48 07 20.34101(N)    095 39 29.79745(W)     ADJUSTED  
 DE9779* NAVD 88     -       359.889  (meters)    1180.74   (feet)  ADJUSTED  
 DE9779  ___________________________________________________________________
 DE9779  X           -    -420,589.327 (meters)                     COMP
 DE9779  Y           -  -4,245,038.239 (meters)                     COMP
 DE9779  Z           -   4,726,213.761 (meters)                     COMP
 DE9779  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 DE9779  ELLIP HEIGHT-         332.60  (meters)          (01/24/03) GPS OBS
 DE9779  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DE9779  DYNAMIC HT  -         359.966 (meters)    1180.99  (feet)  COMP
 DE9779  MODELED GRAV-     980,812.4   (mgal)                       NAVD 88
 DE9779
 DE9779  HORZ ORDER  -  FIRST
 DE9779  VERT ORDER  -  SECOND    CLASS I
 DE9779  ELLP ORDER  -  FOURTH    CLASS I
 DE9779
 DE9779.The horizontal coordinates were established by GPS observations
 DE9779.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9779
 DE9779.The orthometric height was determined by differential leveling
 DE9779.and adjusted by the National Geodetic Survey in April 2004..
 DE9779.No vertical observational check was made to the station.
 DE9779
 DE9779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9779
 DE9779.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9779
 DE9779.The ellipsoidal height was determined by GPS observations
 DE9779.and is referenced to NAD 83.
 DE9779
 DE9779.The geoid height was determined by GEOID03.
 DE9779
 DE9779.The dynamic height is computed by dividing the NAVD 88
 DE9779.geopotential number by the normal gravity value computed on the
 DE9779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9779.degrees latitude (g = 980.6199 gals.).
 DE9779
 DE9779.The modeled gravity was interpolated from observed gravity values.
 DE9779
 DE9779;                    North         East     Units Scale Factor Converg.
 DE9779;SPC MN N     -   283,511.255   609,590.283   MT  0.99991534   -1 53 46.5
 DE9779;UTM  15      - 5,333,313.370   302,181.327   MT  1.00008085   -1 58 47.7
 DE9779
 DE9779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9779!SPC MN N     -   0.99994787  x   0.99991534  =   0.99986322
 DE9779!UTM  15      -   0.99994787  x   1.00008085  =   1.00002872
 DE9779
 DE9779                          SUPERSEDED SURVEY CONTROL
 DE9779
 DE9779  NAVD 88 (01/24/03)  359.88   (m)         1180.7    (f) LEVELING    3  
 DE9779
 DE9779.Superseded values are not recommended for survey control.
 DE9779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9779.See file dsdata.txt to determine how the superseded data were derived.
 DE9779
 DE9779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0218133313(NAD 83)
 DE9779_MARKER: DD = SURVEY DISK
 DE9779_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9779_STAMPING: 5702 AH 2001
 DE9779_MARK LOGO: MNDT  
 DE9779_PROJECTION: FLUSH
 DE9779_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9779+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 DE9779_ROD/PIPE-DEPTH:  3.0 meters
 DE9779
 DE9779  HISTORY     - Date     Condition        Report By
 DE9779  HISTORY     - 2001     MONUMENTED       MNDT
 DE9779  HISTORY     - 20010907 GOOD             MNDT
 DE9779
 DE9779                          STATION DESCRIPTION
 DE9779
 DE9779'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9779'THE MARK IS 7 MI (11.3 KM) EAST OF GOODRIDGE, 7.0 MI (11.3 KM) EAST
 DE9779'ALONG TH 1 FROM JCT OF TH 219, AT TH 1 MP 70.35, 72.1 FT (22.0 M)
 DE9779'NORTH OF TH 1, 40.7 FT (12.4 M) EAST OF CO RD 98, 1 FT (0.3 M) SOUTH
 DE9779'OF WIT POST.
 DE9779
 DE9779                          STATION RECOVERY (2001)
 DE9779
 DE9779'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9779'THE MARK IS 7 MI (11.3 KM) EAST OF GOODRIDGE, 7.0 MI (11.3 KM) EAST
 DE9779'ALONG TH 1 FROM JCT OF TH 1 AND TH 219 (1 MI SOUTH OF GOODRIDGE), AT
 DE9779'TH 1 MP 70.35, 72.1 FT (22.0 M) NORTH OF TH 1, 40.7 FT (12.4 M) EAST
 DE9779'OF CO RD 98, 1 FT (0.3 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND
 DE9779'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9778 ***********************************************************************
 DE9778  DESIGNATION -  5702 AJ
 DE9778  PID         -  DE9778
 DE9778  STATE/COUNTY-  MN/PENNINGTON
 DE9778  USGS QUAD   -  GOOD LAKE (1972)
 DE9778
 DE9778                         *CURRENT SURVEY CONTROL
 DE9778  ___________________________________________________________________
 DE9778* NAD 83(1996)-  48 07 20.95213(N)    095 36 52.34181(W)     ADJUSTED  
 DE9778* NAVD 88     -       360.365  (meters)    1182.30   (feet)  ADJUSTED  
 DE9778  ___________________________________________________________________
 DE9778  X           -    -417,347.336 (meters)                     COMP
 DE9778  Y           -  -4,245,344.344 (meters)                     COMP
 DE9778  Z           -   4,726,226.660 (meters)                     COMP
 DE9778  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 DE9778  ELLIP HEIGHT-         333.00  (meters)          (01/24/03) GPS OBS
 DE9778  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DE9778  DYNAMIC HT  -         360.439 (meters)    1182.54  (feet)  COMP
 DE9778  MODELED GRAV-     980,807.5   (mgal)                       NAVD 88
 DE9778
 DE9778  HORZ ORDER  -  FIRST
 DE9778  VERT ORDER  -  SECOND    CLASS I
 DE9778  ELLP ORDER  -  FOURTH    CLASS I
 DE9778
 DE9778.The horizontal coordinates were established by GPS observations
 DE9778.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9778
 DE9778.The orthometric height was determined by differential leveling
 DE9778.and adjusted by the National Geodetic Survey in April 2004..
 DE9778.No vertical observational check was made to the station.
 DE9778
 DE9778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9778
 DE9778.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9778
 DE9778.The ellipsoidal height was determined by GPS observations
 DE9778.and is referenced to NAD 83.
 DE9778
 DE9778.The geoid height was determined by GEOID03.
 DE9778
 DE9778.The dynamic height is computed by dividing the NAVD 88
 DE9778.geopotential number by the normal gravity value computed on the
 DE9778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9778.degrees latitude (g = 980.6199 gals.).
 DE9778
 DE9778.The modeled gravity was interpolated from observed gravity values.
 DE9778
 DE9778;                    North         East     Units Scale Factor Converg.
 DE9778;SPC MN N     -   283,423.302   612,845.085   MT  0.99991535   -1 51 49.8
 DE9778;UTM  15      - 5,333,220.654   305,436.511   MT  1.00006515   -1 56 50.4
 DE9778
 DE9778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9778!SPC MN N     -   0.99994781  x   0.99991535  =   0.99986317
 DE9778!UTM  15      -   0.99994781  x   1.00006515  =   1.00001296
 DE9778
 DE9778                          SUPERSEDED SURVEY CONTROL
 DE9778
 DE9778  NAVD 88 (01/24/03)  360.35   (m)         1182.2    (f) LEVELING    3  
 DE9778
 DE9778.Superseded values are not recommended for survey control.
 DE9778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9778.See file dsdata.txt to determine how the superseded data were derived.
 DE9778
 DE9778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0543733221(NAD 83)
 DE9778_MARKER: DD = SURVEY DISK
 DE9778_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9778_STAMPING: 5702 AJ 2001
 DE9778_MARK LOGO: MNDT  
 DE9778_PROJECTION: FLUSH
 DE9778_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9778+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 DE9778_ROD/PIPE-DEPTH:  3.0 meters
 DE9778
 DE9778  HISTORY     - Date     Condition        Report By
 DE9778  HISTORY     - 2001     MONUMENTED       MNDT
 DE9778  HISTORY     - 20010907 GOOD             MNDT
 DE9778
 DE9778                          STATION DESCRIPTION
 DE9778
 DE9778'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9778'THE MARK IS 9 MI (14.5 KM) EAST OF GOODRIDGE, 9.0 MI (14.5 KM) EAST
 DE9778'ALONG TH 1 FROM JCT OF TH 219, AT TH 1 MP 72.35, 98 FT (29.9 M) NORTH
 DE9778'OF TH 1, 65.5 FT (20.0 M) EAST OF CO RD 28, 1.4 FT (0.4 M) SOUTH OF
 DE9778'WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DE9778
 DE9778                          STATION RECOVERY (2001)
 DE9778
 DE9778'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9778'THE MARK IS 9 MI (14.5 KM) EAST OF GOODRIDGE, 9.0 MI (14.5 KM) EAST
 DE9778'ALONG TH 1 FROM JCT OF TH 1 AND TH 219 (1 MI SOUTH OF GOODRIDGE), AT
 DE9778'TH 1 MP 72.35, 98 FT (29.9 M) NORTH OF TH 1, 65.5 FT (20.0 M) EAST OF
 DE9778'CO RD 28, 1.4 FT (0.4 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND
 DE9778'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9777 ***********************************************************************
 DE9777  DESIGNATION -  5702 AK
 DE9777  PID         -  DE9777
 DE9777  STATE/COUNTY-  MN/PENNINGTON
 DE9777  USGS QUAD   -  GOOD LAKE (1972)
 DE9777
 DE9777                         *CURRENT SURVEY CONTROL
 DE9777  ___________________________________________________________________
 DE9777* NAD 83(1996)-  48 07 20.63272(N)    095 35 35.66383(W)     ADJUSTED  
 DE9777* NAVD 88     -       361.264  (meters)    1185.25   (feet)  ADJUSTED  
 DE9777  ___________________________________________________________________
 DE9777  X           -    -415,769.893 (meters)                     COMP
 DE9777  Y           -  -4,245,507.086 (meters)                     COMP
 DE9777  Z           -   4,726,220.721 (meters)                     COMP
 DE9777  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 DE9777  ELLIP HEIGHT-         333.87  (meters)          (01/24/03) GPS OBS
 DE9777  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DE9777  DYNAMIC HT  -         361.338 (meters)    1185.49  (feet)  COMP
 DE9777  MODELED GRAV-     980,805.3   (mgal)                       NAVD 88
 DE9777
 DE9777  HORZ ORDER  -  FIRST
 DE9777  VERT ORDER  -  SECOND    CLASS I
 DE9777  ELLP ORDER  -  FOURTH    CLASS I
 DE9777
 DE9777.The horizontal coordinates were established by GPS observations
 DE9777.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9777
 DE9777.The orthometric height was determined by differential leveling
 DE9777.and adjusted by the National Geodetic Survey in April 2004..
 DE9777.No vertical observational check was made to the station.
 DE9777
 DE9777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9777
 DE9777.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9777
 DE9777.The ellipsoidal height was determined by GPS observations
 DE9777.and is referenced to NAD 83.
 DE9777
 DE9777.The geoid height was determined by GEOID03.
 DE9777
 DE9777.The dynamic height is computed by dividing the NAVD 88
 DE9777.geopotential number by the normal gravity value computed on the
 DE9777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9777.degrees latitude (g = 980.6199 gals.).
 DE9777
 DE9777.The modeled gravity was interpolated from observed gravity values.
 DE9777
 DE9777;                    North         East     Units Scale Factor Converg.
 DE9777;SPC MN N     -   283,362.091   614,429.513   MT  0.99991535   -1 50 52.9
 DE9777;UTM  15      - 5,333,157.126   307,021.079   MT  1.00005761   -1 55 53.2
 DE9777
 DE9777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9777!SPC MN N     -   0.99994768  x   0.99991535  =   0.99986303
 DE9777!UTM  15      -   0.99994768  x   1.00005761  =   1.00000528
 DE9777
 DE9777                          SUPERSEDED SURVEY CONTROL
 DE9777
 DE9777  NAVD 88 (01/24/03)  361.25   (m)         1185.2    (f) LEVELING    3  
 DE9777
 DE9777.Superseded values are not recommended for survey control.
 DE9777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9777.See file dsdata.txt to determine how the superseded data were derived.
 DE9777
 DE9777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0702133157(NAD 83)
 DE9777_MARKER: DD = SURVEY DISK
 DE9777_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9777_STAMPING: 5702 AK 2001
 DE9777_MARK LOGO: MNDT  
 DE9777_PROJECTION: PROJECTING 3 CENTIMETERS
 DE9777_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9777+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 DE9777_ROD/PIPE-DEPTH:  3.0 meters
 DE9777
 DE9777  HISTORY     - Date     Condition        Report By
 DE9777  HISTORY     - 2001     MONUMENTED       MNDT
 DE9777  HISTORY     - 20010907 GOOD             MNDT
 DE9777
 DE9777                          STATION DESCRIPTION
 DE9777
 DE9777'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9777'10 MI (16.1 KM) EAST OF GOODRIDGE, 10 MI (16.1 KM) EAST OF JCT OF TH 1
 DE9777'AND TH 219, AT TH 1 MP 73.35, 65.8 FT (20.1 M) NORTH OF TH 1, 12.9 FT
 DE9777'(3.9 M) WEST OF RD, 1.1 FT (0.3 M) SOUTH OF WIT POST.
 DE9777
 DE9777                          STATION RECOVERY (2001)
 DE9777
 DE9777'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9777'THE MARK IS 10 MI (16.1 KM) EAST OF GOODRIDGE, 10.0 MI (16.1 KM) EAST
 DE9777'ALONG TH 1 FROM JCT OF TH 1 AND TH 219 (1 MI SOUTH OF GOODRIDGE), AT
 DE9777'TH 1 MP 73.35, 65.8 FT (20.1 M) NORTH OF TH 1, 12.9 FT (3.9 M) WEST OF
 DE9777'RD, 1.1 FT (0.3 M) SOUTH OF WIT POST, PROJECTS 1 INCH, MAGNETIC, AND
 DE9777'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7370 ***********************************************************************
 DF7370  DESIGNATION -  5702 N
 DF7370  PID         -  DF7370
 DF7370  STATE/COUNTY-  MN/PENNINGTON
 DF7370  USGS QUAD   -  HIGH LANDING (1972)
 DF7370
 DF7370                         *CURRENT SURVEY CONTROL
 DF7370  ___________________________________________________________________
 DF7370* NAD 83(1986)-  48 07 18.     (N)    095 45 56.     (W)     SCALED    
 DF7370* NAVD 88     -       359.209  (meters)    1178.50   (feet)  ADJUSTED  
 DF7370  ___________________________________________________________________
 DF7370  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DF7370  DYNAMIC HT  -         359.288 (meters)    1178.76  (feet)  COMP
 DF7370  MODELED GRAV-     980,820.8   (mgal)                       NAVD 88
 DF7370
 DF7370  VERT ORDER  -  SECOND    CLASS I
 DF7370
 DF7370.The horizontal coordinates were scaled from a topographic map and have
 DF7370.an estimated accuracy of +/- 6 seconds.
 DF7370
 DF7370.The orthometric height was determined by differential leveling
 DF7370.and adjusted by the National Geodetic Survey in April 2004..
 DF7370.No vertical observational check was made to the station.
 DF7370
 DF7370.The geoid height was determined by GEOID03.
 DF7370
 DF7370.The dynamic height is computed by dividing the NAVD 88
 DF7370.geopotential number by the normal gravity value computed on the
 DF7370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7370.degrees latitude (g = 980.6199 gals.).
 DF7370
 DF7370.The modeled gravity was interpolated from observed gravity values.
 DF7370
 DF7370;                    North         East    Units  Estimated Accuracy
 DF7370;SPC MN N     -   283,710.      601,610.      MT  (+/- 180 meters Scaled)
 DF7370
 DF7370                          SUPERSEDED SURVEY CONTROL
 DF7370
 DF7370.No superseded survey control is available for this station.
 DF7370
 DF7370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP941335(NAD 83)
 DF7370_MARKER: DB = BENCH MARK DISK
 DF7370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF7370_SP_SET: BRIDGE WINGWALL
 DF7370_STAMPING: 5702 N 2001
 DF7370_MARK LOGO: MNHD  
 DF7370_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF7370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7370+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2001
 DF7370
 DF7370  HISTORY     - Date     Condition        Report By
 DF7370  HISTORY     - 1959     MONUMENTED       MNHD
 DF7370  HISTORY     - 20010801 GOOD             MNDT
 DF7370
 DF7370                          STATION DESCRIPTION
 DF7370
 DF7370'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF7370'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DF7370'SOUTH AND 2 MI (3.2 KM) EAST OF GOODRIDGE, 17.5 FT (5.3 M) SOUTH AND
 DF7370'56 FT (17.1 M) EAST OF JCT OF TH 1-CO RD 94 SOUTH AND TWP RD NORTH, 11
 DF7370'FT (3.4 M) EAST OF BRDG OVER DITCH, IN SE WINGWALL OF TH 1 BRDG NO
 DF7370'6815 OVER DITCH, AT TH 1 MP 65.35.  DISK SET IN BRDG IN 1959 THEN
 DF7370'STAMPED IN 2001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8629 ***********************************************************************
 AJ8629  DESIGNATION -  5702 P
 AJ8629  PID         -  AJ8629
 AJ8629  STATE/COUNTY-  MN/PENNINGTON
 AJ8629  USGS QUAD   -  HIGH LANDING (1972)
 AJ8629
 AJ8629                         *CURRENT SURVEY CONTROL
 AJ8629  ___________________________________________________________________
 AJ8629* NAD 83(1996)-  48 07 18.56350(N)    095 49 50.54056(W)     ADJUSTED  
 AJ8629* NAVD 88     -       357.072  (meters)    1171.49   (feet)  ADJUSTED  
 AJ8629  ___________________________________________________________________
 AJ8629  X           -    -433,366.598 (meters)                     COMP
 AJ8629  Y           -  -4,243,792.198 (meters)                     COMP
 AJ8629  Z           -   4,726,175.151 (meters)                     COMP
 AJ8629  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AJ8629  ELLIP HEIGHT-         329.97  (meters)          (03/29/02) GPS OBS
 AJ8629  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AJ8629  DYNAMIC HT  -         357.149 (meters)    1171.75  (feet)  COMP
 AJ8629  MODELED GRAV-     980,816.4   (mgal)                       NAVD 88
 AJ8629
 AJ8629  HORZ ORDER  -  FIRST
 AJ8629  VERT ORDER  -  SECOND    CLASS I
 AJ8629  ELLP ORDER  -  FOURTH    CLASS I
 AJ8629
 AJ8629.The horizontal coordinates were established by GPS observations
 AJ8629.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8629
 AJ8629.The orthometric height was determined by differential leveling
 AJ8629.and adjusted by the National Geodetic Survey in April 2004..
 AJ8629
 AJ8629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8629
 AJ8629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8629
 AJ8629.The ellipsoidal height was determined by GPS observations
 AJ8629.and is referenced to NAD 83.
 AJ8629
 AJ8629.The geoid height was determined by GEOID03.
 AJ8629
 AJ8629.The dynamic height is computed by dividing the NAVD 88
 AJ8629.geopotential number by the normal gravity value computed on the
 AJ8629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8629.degrees latitude (g = 980.6199 gals.).
 AJ8629
 AJ8629.The modeled gravity was interpolated from observed gravity values.
 AJ8629
 AJ8629;                    North         East     Units Scale Factor Converg.
 AJ8629;SPC MN N     -   283,895.440   596,759.842   MT  0.99991529   -2 01 26.6
 AJ8629;UTM  15      - 5,333,716.449   289,348.931   MT  1.00014526   -2 06 30.3
 AJ8629
 AJ8629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8629!SPC MN N     -   0.99994829  x   0.99991529  =   0.99986358
 AJ8629!UTM  15      -   0.99994829  x   1.00014526  =   1.00009354
 AJ8629
 AJ8629                          SUPERSEDED SURVEY CONTROL
 AJ8629
 AJ8629  NAVD 88 (03/29/02)  357.08   (m)         1171.5    (f) LEVELING    3  
 AJ8629
 AJ8629.Superseded values are not recommended for survey control.
 AJ8629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8629.See file dsdata.txt to determine how the superseded data were derived.
 AJ8629
 AJ8629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP8934933716(NAD 83)
 AJ8629_MARKER: DD = SURVEY DISK
 AJ8629_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8629_STAMPING: 5702 P 1998
 AJ8629_MARK LOGO: MNDT  
 AJ8629_PROJECTION: FLUSH
 AJ8629_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8629+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2001
 AJ8629_ROD/PIPE-DEPTH:  4.6 meters
 AJ8629
 AJ8629  HISTORY     - Date     Condition        Report By
 AJ8629  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8629  HISTORY     - 20010801 GOOD             MNDT
 AJ8629
 AJ8629                          STATION DESCRIPTION
 AJ8629
 AJ8629'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8629'1 MI (1.6 KM) WSW OF GOODRIDGE, 1 MI (1.6 KM) WEST ON TH 1 FROM JCT TH
 AJ8629'1 AND TH 219 (1.5 MI SOUTH OF GOODRIDGE) , AT TH 1 MP 62.40, 125 FT
 AJ8629'(38.1 M) NORTH OF TH 1, 12 FT (3.7 M) EAST OF RD, 9.5 FT (2.9 M) NNW
 AJ8629'OF WEST LEG OF SIGN, 2.5 FT (0.8 M) WEST OF WIT POST.
 AJ8629
 AJ8629                          STATION RECOVERY (2001)
 AJ8629
 AJ8629'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 AJ8629'1 MI (1.6 KM) SW OF GOODRIDGE, 1.0 MI (1.6 KM) WEST OF JCT OF TH 1 AND
 AJ8629'TH 219, AT TH 1 MP 62.4, 125 FT (38.1 M) NORTH OF TH 1, 12 FT (3.7 M)
 AJ8629'EAST OF ROAD, 9.5 FT (2.9 M) NNW OF WEST LEG OF SIGN, 2.5 FT (0.8 M)
 AJ8629'WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8630 ***********************************************************************
 AJ8630  DESIGNATION -  5702 Q
 AJ8630  PID         -  AJ8630
 AJ8630  STATE/COUNTY-  MN/PENNINGTON
 AJ8630  USGS QUAD   -  HIGH LANDING (1972)
 AJ8630
 AJ8630                         *CURRENT SURVEY CONTROL
 AJ8630  ___________________________________________________________________
 AJ8630* NAD 83(1996)-  48 07 17.55840(N)    095 52 25.78319(W)     ADJUSTED  
 AJ8630* NAVD 88     -       356.029  (meters)    1168.07   (feet)  ADJUSTED  
 AJ8630  ___________________________________________________________________
 AJ8630  X           -    -436,562.807 (meters)                     COMP
 AJ8630  Y           -  -4,243,487.139 (meters)                     COMP
 AJ8630  Z           -   4,726,153.660 (meters)                     COMP
 AJ8630  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AJ8630  ELLIP HEIGHT-         328.94  (meters)          (03/29/02) GPS OBS
 AJ8630  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AJ8630  DYNAMIC HT  -         356.105 (meters)    1168.32  (feet)  COMP
 AJ8630  MODELED GRAV-     980,813.8   (mgal)                       NAVD 88
 AJ8630
 AJ8630  HORZ ORDER  -  FIRST
 AJ8630  VERT ORDER  -  SECOND    CLASS I
 AJ8630  ELLP ORDER  -  FOURTH    CLASS I
 AJ8630
 AJ8630.The horizontal coordinates were established by GPS observations
 AJ8630.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8630
 AJ8630.The orthometric height was determined by differential leveling
 AJ8630.and adjusted by the National Geodetic Survey in April 2004..
 AJ8630
 AJ8630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8630
 AJ8630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8630
 AJ8630.The ellipsoidal height was determined by GPS observations
 AJ8630.and is referenced to NAD 83.
 AJ8630
 AJ8630.The geoid height was determined by GEOID03.
 AJ8630
 AJ8630.The dynamic height is computed by dividing the NAVD 88
 AJ8630.geopotential number by the normal gravity value computed on the
 AJ8630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8630.degrees latitude (g = 980.6199 gals.).
 AJ8630
 AJ8630.The modeled gravity was interpolated from observed gravity values.
 AJ8630
 AJ8630;                    North         East     Units Scale Factor Converg.
 AJ8630;SPC MN N     -   283,978.695   593,550.553   MT  0.99991527   -2 03 21.7
 AJ8630;UTM  15      - 5,333,804.454   286,139.003   MT  1.00016201   -2 08 26.0
 AJ8630
 AJ8630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8630!SPC MN N     -   0.99994845  x   0.99991527  =   0.99986372
 AJ8630!UTM  15      -   0.99994845  x   1.00016201  =   1.00011045
 AJ8630
 AJ8630                          SUPERSEDED SURVEY CONTROL
 AJ8630
 AJ8630  NAVD 88 (03/29/02)  356.03   (m)         1168.1    (f) LEVELING    3  
 AJ8630
 AJ8630.Superseded values are not recommended for survey control.
 AJ8630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8630.See file dsdata.txt to determine how the superseded data were derived.
 AJ8630
 AJ8630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP8613933804(NAD 83)
 AJ8630_MARKER: DD = SURVEY DISK
 AJ8630_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8630_STAMPING: 5702 Q 1998
 AJ8630_MARK LOGO: MNDT  
 AJ8630_PROJECTION: FLUSH
 AJ8630_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8630+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8630_ROD/PIPE-DEPTH:  4.6 meters
 AJ8630
 AJ8630  HISTORY     - Date     Condition        Report By
 AJ8630  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8630
 AJ8630                          STATION DESCRIPTION
 AJ8630
 AJ8630'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8630'3 MI (4.8 KM) WEST OF GOODRIDGE, 3 MI (4.8 KM) WEST ON TH 1 FROM JCT
 AJ8630'TH 1 AND TH 219 (1.5 MI SOUTH OF GOODRIDGE) , AT TH 1 MP 60.4, 80 FT
 AJ8630'(24.4 M) NORTH OF TH 1, 77 FT (23.5 M) EAST OF CO RD 90, 7.1 FT (2.2
 AJ8630'M) WNW OF P-POLE, 3.3 FT (1.0 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8631 ***********************************************************************
 AJ8631  DESIGNATION -  5702 R
 AJ8631  PID         -  AJ8631
 AJ8631  STATE/COUNTY-  MN/PENNINGTON
 AJ8631  USGS QUAD   -  GOODRIDGE SW (1972)
 AJ8631
 AJ8631                         *CURRENT SURVEY CONTROL
 AJ8631  ___________________________________________________________________
 AJ8631* NAD 83(1996)-  48 07 17.07262(N)    095 53 45.73482(W)     ADJUSTED  
 AJ8631* NAVD 88     -       355.547  (meters)    1166.49   (feet)  ADJUSTED  
 AJ8631  ___________________________________________________________________
 AJ8631  X           -    -438,208.735 (meters)                     COMP
 AJ8631  Y           -  -4,243,328.402 (meters)                     COMP
 AJ8631  Z           -   4,726,143.293 (meters)                     COMP
 AJ8631  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AJ8631  ELLIP HEIGHT-         328.47  (meters)          (03/29/02) GPS OBS
 AJ8631  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AJ8631  DYNAMIC HT  -         355.623 (meters)    1166.74  (feet)  COMP
 AJ8631  MODELED GRAV-     980,814.2   (mgal)                       NAVD 88
 AJ8631
 AJ8631  HORZ ORDER  -  FIRST
 AJ8631  VERT ORDER  -  SECOND    CLASS I
 AJ8631  ELLP ORDER  -  FOURTH    CLASS I
 AJ8631
 AJ8631.The horizontal coordinates were established by GPS observations
 AJ8631.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8631
 AJ8631.The orthometric height was determined by differential leveling
 AJ8631.and adjusted by the National Geodetic Survey in April 2004..
 AJ8631
 AJ8631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8631
 AJ8631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8631
 AJ8631.The ellipsoidal height was determined by GPS observations
 AJ8631.and is referenced to NAD 83.
 AJ8631
 AJ8631.The geoid height was determined by GEOID03.
 AJ8631
 AJ8631.The dynamic height is computed by dividing the NAVD 88
 AJ8631.geopotential number by the normal gravity value computed on the
 AJ8631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8631.degrees latitude (g = 980.6199 gals.).
 AJ8631
 AJ8631.The modeled gravity was interpolated from observed gravity values.
 AJ8631
 AJ8631;                    North         East     Units Scale Factor Converg.
 AJ8631;SPC MN N     -   284,023.254   591,897.782   MT  0.99991526   -2 04 20.9
 AJ8631;UTM  15      - 5,333,851.465   284,485.884   MT  1.00017073   -2 09 25.6
 AJ8631
 AJ8631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8631!SPC MN N     -   0.99994852  x   0.99991526  =   0.99986379
 AJ8631!UTM  15      -   0.99994852  x   1.00017073  =   1.00011924
 AJ8631
 AJ8631                          SUPERSEDED SURVEY CONTROL
 AJ8631
 AJ8631  NAVD 88 (03/29/02)  355.55   (m)         1166.5    (f) LEVELING    3  
 AJ8631
 AJ8631.Superseded values are not recommended for survey control.
 AJ8631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8631.See file dsdata.txt to determine how the superseded data were derived.
 AJ8631
 AJ8631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP8448633851(NAD 83)
 AJ8631_MARKER: DD = SURVEY DISK
 AJ8631_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8631_STAMPING: 5702 R 1998
 AJ8631_MARK LOGO: MNDT  
 AJ8631_PROJECTION: FLUSH
 AJ8631_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8631+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8631_ROD/PIPE-DEPTH:  3.4 meters
 AJ8631
 AJ8631  HISTORY     - Date     Condition        Report By
 AJ8631  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8631
 AJ8631                          STATION DESCRIPTION
 AJ8631
 AJ8631'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8631'4 MI (6.4 KM) WEST OF GOODRIDGE, 4 MI (6.4 KM) WEST ON TH 1 FROM JCT
 AJ8631'TH 1 AND TH 219 (1.5 MI SOUTH OF GOODRIDGE) , AT TH 1 MP 59.4, 77 FT
 AJ8631'(23.5 M) NORTH OF TH 1, 48 FT (14.6 M) WEST OF RD, 14.4 FT (4.4 M)
 AJ8631'WEST OF P-POLE, 18.9 FT (5.8 M) WEST OF R/W POST, 3.3 FT (1.0 M) WEST
 AJ8631'OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8632 ***********************************************************************
 AJ8632  DESIGNATION -  5702 S
 AJ8632  PID         -  AJ8632
 AJ8632  STATE/COUNTY-  MN/PENNINGTON
 AJ8632  USGS QUAD   -  GOODRIDGE SW (1972)
 AJ8632
 AJ8632                         *CURRENT SURVEY CONTROL
 AJ8632  ___________________________________________________________________
 AJ8632* NAD 83(1996)-  48 07 16.80571(N)    095 55 03.06042(W)     ADJUSTED  
 AJ8632* NAVD 88     -       354.120  (meters)    1161.81   (feet)  ADJUSTED  
 AJ8632  ___________________________________________________________________
 AJ8632  X           -    -439,800.001 (meters)                     COMP
 AJ8632  Y           -  -4,243,169.002 (meters)                     COMP
 AJ8632  Z           -   4,726,136.747 (meters)                     COMP
 AJ8632  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AJ8632  ELLIP HEIGHT-         327.07  (meters)          (03/29/02) GPS OBS
 AJ8632  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AJ8632  DYNAMIC HT  -         354.196 (meters)    1162.06  (feet)  COMP
 AJ8632  MODELED GRAV-     980,815.2   (mgal)                       NAVD 88
 AJ8632
 AJ8632  HORZ ORDER  -  FIRST
 AJ8632  VERT ORDER  -  SECOND    CLASS I
 AJ8632  ELLP ORDER  -  FOURTH    CLASS I
 AJ8632
 AJ8632.The horizontal coordinates were established by GPS observations
 AJ8632.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8632
 AJ8632.The orthometric height was determined by differential leveling
 AJ8632.and adjusted by the National Geodetic Survey in April 2004..
 AJ8632
 AJ8632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8632
 AJ8632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8632
 AJ8632.The ellipsoidal height was determined by GPS observations
 AJ8632.and is referenced to NAD 83.
 AJ8632
 AJ8632.The geoid height was determined by GEOID03.
 AJ8632
 AJ8632.The dynamic height is computed by dividing the NAVD 88
 AJ8632.geopotential number by the normal gravity value computed on the
 AJ8632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8632.degrees latitude (g = 980.6199 gals.).
 AJ8632
 AJ8632.The modeled gravity was interpolated from observed gravity values.
 AJ8632
 AJ8632;                    North         East     Units Scale Factor Converg.
 AJ8632;SPC MN N     -   284,073.064   590,299.533   MT  0.99991525   -2 05 18.2
 AJ8632;UTM  15      - 5,333,903.650   282,887.295   MT  1.00017923   -2 10 23.2
 AJ8632;UTM  14      - 5,334,382.634   729,387.756   MT  1.00024659   +2 17 45.9
 AJ8632
 AJ8632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8632!SPC MN N     -   0.99994874  x   0.99991525  =   0.99986400
 AJ8632!UTM  15      -   0.99994874  x   1.00017923  =   1.00012796
 AJ8632!UTM  14      -   0.99994874  x   1.00024659  =   1.00019532
 AJ8632
 AJ8632                          SUPERSEDED SURVEY CONTROL
 AJ8632
 AJ8632  NAVD 88 (03/29/02)  354.13   (m)         1161.8    (f) LEVELING    3  
 AJ8632
 AJ8632.Superseded values are not recommended for survey control.
 AJ8632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8632.See file dsdata.txt to determine how the superseded data were derived.
 AJ8632
 AJ8632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP8288733904(NAD 83)
 AJ8632_MARKER: DD = SURVEY DISK
 AJ8632_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8632_STAMPING: 5702 S 1998
 AJ8632_MARK LOGO: MNDT  
 AJ8632_PROJECTION: FLUSH
 AJ8632_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8632+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8632_ROD/PIPE-DEPTH:  4.6 meters
 AJ8632
 AJ8632  HISTORY     - Date     Condition        Report By
 AJ8632  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8632
 AJ8632                          STATION DESCRIPTION
 AJ8632
 AJ8632'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8632'5 MI (8.0 KM) WEST OF GOODRIDGE, 5 MI (8.0 KM) WEST ON TH 1 FROM JCT
 AJ8632'TH 1 AND TH 219 (1.5 MI SOUTH OF GOODRIDGE) , AT TH 1 MP 58.4, 92 FT
 AJ8632'(28.0 M) NORTH OF TH 1, 33 FT (10.1 M) WEST OF RD, 4.8 FT (1.5 M) EAST
 AJ8632'OF FENCE, 4.4 FT (1.3 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8633 ***********************************************************************
 AJ8633  DESIGNATION -  5702 T
 AJ8633  PID         -  AJ8633
 AJ8633  STATE/COUNTY-  MN/PENNINGTON
 AJ8633  USGS QUAD   -  GOODRIDGE SW (1972)
 AJ8633
 AJ8633                         *CURRENT SURVEY CONTROL
 AJ8633  ___________________________________________________________________
 AJ8633* NAD 83(1996)-  48 07 14.42132(N)    095 57 39.44026(W)     ADJUSTED  
 AJ8633* NAVD 88     -       352.799  (meters)    1157.47   (feet)  ADJUSTED  
 AJ8633  ___________________________________________________________________
 AJ8633  X           -    -443,022.440 (meters)                     COMP
 AJ8633  Y           -  -4,242,888.011 (meters)                     COMP
 AJ8633  Z           -   4,726,086.598 (meters)                     COMP
 AJ8633  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AJ8633  ELLIP HEIGHT-         325.75  (meters)          (03/29/02) GPS OBS
 AJ8633  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AJ8633  DYNAMIC HT  -         352.875 (meters)    1157.72  (feet)  COMP
 AJ8633  MODELED GRAV-     980,817.8   (mgal)                       NAVD 88
 AJ8633
 AJ8633  HORZ ORDER  -  FIRST
 AJ8633  VERT ORDER  -  SECOND    CLASS I
 AJ8633  ELLP ORDER  -  FOURTH    CLASS I
 AJ8633
 AJ8633.The horizontal coordinates were established by GPS observations
 AJ8633.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8633
 AJ8633.The orthometric height was determined by differential leveling
 AJ8633.and adjusted by the National Geodetic Survey in April 2004..
 AJ8633
 AJ8633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8633
 AJ8633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8633
 AJ8633.The ellipsoidal height was determined by GPS observations
 AJ8633.and is referenced to NAD 83.
 AJ8633
 AJ8633.The geoid height was determined by GEOID03.
 AJ8633
 AJ8633.The dynamic height is computed by dividing the NAVD 88
 AJ8633.geopotential number by the normal gravity value computed on the
 AJ8633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8633.degrees latitude (g = 980.6199 gals.).
 AJ8633
 AJ8633.The modeled gravity was interpolated from observed gravity values.
 AJ8633
 AJ8633;                    North         East     Units Scale Factor Converg.
 AJ8633;SPC MN N     -   284,118.225   587,065.232   MT  0.99991519   -2 07 14.1
 AJ8633;UTM  15      - 5,333,953.611   279,652.183   MT  1.00019662   -2 12 19.7
 AJ8633;UTM  14      - 5,334,180.344   726,158.427   MT  1.00022851   +2 15 49.3
 AJ8633
 AJ8633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8633!SPC MN N     -   0.99994895  x   0.99991519  =   0.99986414
 AJ8633!UTM  15      -   0.99994895  x   1.00019662  =   1.00014556
 AJ8633!UTM  14      -   0.99994895  x   1.00022851  =   1.00017745
 AJ8633
 AJ8633                          SUPERSEDED SURVEY CONTROL
 AJ8633
 AJ8633  NAVD 88 (03/29/02)  352.81   (m)         1157.5    (f) LEVELING    3  
 AJ8633
 AJ8633.Superseded values are not recommended for survey control.
 AJ8633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8633.See file dsdata.txt to determine how the superseded data were derived.
 AJ8633
 AJ8633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP7965233954(NAD 83)
 AJ8633_MARKER: DD = SURVEY DISK
 AJ8633_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8633_STAMPING: 5702 T 1998
 AJ8633_MARK LOGO: MNDT  
 AJ8633_PROJECTION: FLUSH
 AJ8633_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8633+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8633_ROD/PIPE-DEPTH:  4.6 meters
 AJ8633
 AJ8633  HISTORY     - Date     Condition        Report By
 AJ8633  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8633
 AJ8633                          STATION DESCRIPTION
 AJ8633
 AJ8633'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8633'7 MI (11.3 KM) WEST OF GOODRIDGE, 7 MI (11.3 KM) WEST ON TH 1 FROM JCT
 AJ8633'TH 1 AND TH 219 (1.5 MI SOUTH OF GOODRIDGE) , AT TH 1 MP 56.35, 76 FT
 AJ8633'(23.2 M) SOUTH OF TH 1, 65 FT (19.8 M) WEST OF RD, 2.9 FT (0.9 M) WEST
 AJ8633'OF R/W POST, 7 FT (2.1 M) WSW OF CABLE MARKER, 2.4 FT (0.7 M) SOUTH OF
 AJ8633'WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8634 ***********************************************************************
 AJ8634  DESIGNATION -  5702 U
 AJ8634  PID         -  AJ8634
 AJ8634  STATE/COUNTY-  MN/PENNINGTON
 AJ8634  USGS QUAD   -  GOODRIDGE SW (1972)
 AJ8634
 AJ8634                         *CURRENT SURVEY CONTROL
 AJ8634  ___________________________________________________________________
 AJ8634* NAD 83(1996)-  48 07 13.89174(N)    095 58 53.80195(W)     ADJUSTED  
 AJ8634* NAVD 88     -       352.488  (meters)    1156.45   (feet)  ADJUSTED  
 AJ8634  ___________________________________________________________________
 AJ8634  X           -    -444,553.287 (meters)                     COMP
 AJ8634  Y           -  -4,242,739.926 (meters)                     COMP
 AJ8634  Z           -   4,726,075.448 (meters)                     COMP
 AJ8634  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AJ8634  ELLIP HEIGHT-         325.44  (meters)          (03/29/02) GPS OBS
 AJ8634  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AJ8634  DYNAMIC HT  -         352.564 (meters)    1156.70  (feet)  COMP
 AJ8634  MODELED GRAV-     980,819.0   (mgal)                       NAVD 88
 AJ8634
 AJ8634  HORZ ORDER  -  FIRST
 AJ8634  VERT ORDER  -  SECOND    CLASS I
 AJ8634  ELLP ORDER  -  FOURTH    CLASS I
 AJ8634
 AJ8634.The horizontal coordinates were established by GPS observations
 AJ8634.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8634
 AJ8634.The orthometric height was determined by differential leveling
 AJ8634.and adjusted by the National Geodetic Survey in April 2004..
 AJ8634
 AJ8634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8634
 AJ8634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8634
 AJ8634.The ellipsoidal height was determined by GPS observations
 AJ8634.and is referenced to NAD 83.
 AJ8634
 AJ8634.The geoid height was determined by GEOID03.
 AJ8634
 AJ8634.The dynamic height is computed by dividing the NAVD 88
 AJ8634.geopotential number by the normal gravity value computed on the
 AJ8634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8634.degrees latitude (g = 980.6199 gals.).
 AJ8634
 AJ8634.The modeled gravity was interpolated from observed gravity values.
 AJ8634
 AJ8634;                    North         East     Units Scale Factor Converg.
 AJ8634;SPC MN N     -   284,158.986   585,527.949   MT  0.99991518   -2 08 09.3
 AJ8634;UTM  15      - 5,333,996.663   278,114.523   MT  1.00020498   -2 13 15.1
 AJ8634;UTM  14      - 5,334,103.446   724,622.051   MT  1.00022000   +2 14 53.8
 AJ8634
 AJ8634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8634!SPC MN N     -   0.99994900  x   0.99991518  =   0.99986418
 AJ8634!UTM  15      -   0.99994900  x   1.00020498  =   1.00015397
 AJ8634!UTM  14      -   0.99994900  x   1.00022000  =   1.00016899
 AJ8634
 AJ8634                          SUPERSEDED SURVEY CONTROL
 AJ8634
 AJ8634  NAVD 88 (03/29/02)  352.50   (m)         1156.5    (f) LEVELING    3  
 AJ8634
 AJ8634.Superseded values are not recommended for survey control.
 AJ8634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8634.See file dsdata.txt to determine how the superseded data were derived.
 AJ8634
 AJ8634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP7811533997(NAD 83)
 AJ8634_MARKER: DD = SURVEY DISK
 AJ8634_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8634_STAMPING: 5702 U 1998
 AJ8634_MARK LOGO: MNDT  
 AJ8634_PROJECTION: FLUSH
 AJ8634_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8634+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8634_ROD/PIPE-DEPTH:  4.6 meters
 AJ8634
 AJ8634  HISTORY     - Date     Condition        Report By
 AJ8634  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8634
 AJ8634                          STATION DESCRIPTION
 AJ8634
 AJ8634'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8634'8 MI (12.9 KM) WEST OF GOODRIDGE, 8 MI (12.9 KM) WEST ON TH 1 FROM JCT
 AJ8634'TH 1 AND TH 219 (1.5 MI SOUTH OF GOODRIDGE) , AT TH 1 MP 55.40, 80 FT
 AJ8634'(24.4 M) SOUTH OF TH 1, 58 FT (17.7 M) EAST OF RD, 10 FT (3.0 M) WEST
 AJ8634'OF P-POLE, 49.3 FT (15.0 M) NNW OF P-POLE, 2.8 FT (0.9 M) SOUTH OF WIT
 AJ8634'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7870 ***********************************************************************
 DE7870  DESIGNATION -  5702 V
 DE7870  PID         -  DE7870
 DE7870  STATE/COUNTY-  MN/PENNINGTON
 DE7870  USGS QUAD   -  HAZEL (1976)
 DE7870
 DE7870                         *CURRENT SURVEY CONTROL
 DE7870  ___________________________________________________________________
 DE7870* NAD 83(1986)-  48 07 16.     (N)    096 00 08.     (W)     SCALED    
 DE7870* NAVD 88     -       350.772  (meters)    1150.82   (feet)  ADJUSTED  
 DE7870  ___________________________________________________________________
 DE7870  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DE7870  DYNAMIC HT  -         350.849 (meters)    1151.08  (feet)  COMP
 DE7870  MODELED GRAV-     980,820.5   (mgal)                       NAVD 88
 DE7870
 DE7870  VERT ORDER  -  SECOND    CLASS I
 DE7870
 DE7870.The horizontal coordinates were scaled from a topographic map and have
 DE7870.an estimated accuracy of +/- 6 seconds.
 DE7870
 DE7870.The orthometric height was determined by differential leveling
 DE7870.and adjusted by the National Geodetic Survey in April 2004..
 DE7870
 DE7870.The geoid height was determined by GEOID03.
 DE7870
 DE7870.The dynamic height is computed by dividing the NAVD 88
 DE7870.geopotential number by the normal gravity value computed on the
 DE7870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7870.degrees latitude (g = 980.6199 gals.).
 DE7870
 DE7870.The modeled gravity was interpolated from observed gravity values.
 DE7870
 DE7870;                    North         East    Units  Estimated Accuracy
 DE7870;SPC MN N     -   284,280.      584,000.      MT  (+/- 180 meters Scaled)
 DE7870
 DE7870                          SUPERSEDED SURVEY CONTROL
 DE7870
 DE7870.No superseded survey control is available for this station.
 DE7870
 DE7870_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU230341(NAD 83)
 DE7870_MARKER: DV = VERTICAL CONTROL DISK
 DE7870_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE7870_SP_SET: BOX CULVERT HEADWALL
 DE7870_STAMPING: 5702 V 1998
 DE7870_MARK LOGO: MNDT  
 DE7870_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7870+STABILITY: SURFACE MOTION
 DE7870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7870+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE7870
 DE7870  HISTORY     - Date     Condition        Report By
 DE7870  HISTORY     - 1998     MONUMENTED       MNDT
 DE7870
 DE7870                          STATION DESCRIPTION
 DE7870
 DE7870'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE7870'8.2 MI (13.2 KM) EAST OF THIEF RIVER FALLS, IN HEADWALL AT SE CORNER
 DE7870'OF BOX CULVERT OVER COUNTY DITCH.  8.2 MI (13.2 KM) EAST ALONG TH 1
 DE7870'FROM NORTH JCT OF TH 1 AND TH 32, AT TH 1 MP 54.35, 42.0 FT (12.8 M)
 DE7870'SOUTH OF TH 1, 44.5 FT (13.6 M) EAST OF CO RD 85, 46.3 FT (14.1 M) WNW
 DE7870'OF FENCE CORNER, 51.6 FT (15.7 M) WNW OF P-POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7871 ***********************************************************************
 DE7871  DESIGNATION -  5702 W
 DE7871  PID         -  DE7871
 DE7871  STATE/COUNTY-  MN/PENNINGTON
 DE7871  USGS QUAD   -  HAZEL (1976)
 DE7871
 DE7871                         *CURRENT SURVEY CONTROL
 DE7871  ___________________________________________________________________
 DE7871* NAD 83(1986)-  48 07 15.     (N)    096 02 47.     (W)     SCALED    
 DE7871* NAVD 88     -       349.010  (meters)    1145.04   (feet)  ADJUSTED  
 DE7871  ___________________________________________________________________
 DE7871  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DE7871  DYNAMIC HT  -         349.086 (meters)    1145.29  (feet)  COMP
 DE7871  MODELED GRAV-     980,816.2   (mgal)                       NAVD 88
 DE7871
 DE7871  VERT ORDER  -  SECOND    CLASS I
 DE7871
 DE7871.The horizontal coordinates were scaled from a topographic map and have
 DE7871.an estimated accuracy of +/- 6 seconds.
 DE7871
 DE7871.The orthometric height was determined by differential leveling
 DE7871.and adjusted by the National Geodetic Survey in April 2004..
 DE7871
 DE7871.The geoid height was determined by GEOID03.
 DE7871
 DE7871.The dynamic height is computed by dividing the NAVD 88
 DE7871.geopotential number by the normal gravity value computed on the
 DE7871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7871.degrees latitude (g = 980.6199 gals.).
 DE7871
 DE7871.The modeled gravity was interpolated from observed gravity values.
 DE7871
 DE7871;                    North         East    Units  Estimated Accuracy
 DE7871;SPC MN N     -   284,380.      580,710.      MT  (+/- 180 meters Scaled)
 DE7871
 DE7871                          SUPERSEDED SURVEY CONTROL
 DE7871
 DE7871.No superseded survey control is available for this station.
 DE7871
 DE7871_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU198339(NAD 83)
 DE7871_MARKER: DV = VERTICAL CONTROL DISK
 DE7871_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE7871_SP_SET: BOX CULVERT HEADWALL
 DE7871_STAMPING: 5702 W 1998
 DE7871_MARK LOGO: MNDT  
 DE7871_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7871+STABILITY: SURFACE MOTION
 DE7871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7871+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE7871
 DE7871  HISTORY     - Date     Condition        Report By
 DE7871  HISTORY     - 1998     MONUMENTED       MNDT
 DE7871
 DE7871                          STATION DESCRIPTION
 DE7871
 DE7871'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE7871'6.2 MI (10.0 KM) EAST OF THIEF RIVER FALLS, IN HEADWALL AT SE CORNER
 DE7871'OF BOX CULVERT OVER COUNTY DITCH.  6.20 MI (9.98 KM) EAST ALONG TH 1
 DE7871'FROM NORTH JCT OF TH 1 AND TH 32, AT TH 1 MP 52.35, 41.7 FT (12.7 M)
 DE7871'SOUTH OF TH 1, 39.0 FT (11.9 M) EAST OF CO RD 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8635 ***********************************************************************
 AJ8635  DESIGNATION -  5702 X
 AJ8635  PID         -  AJ8635
 AJ8635  STATE/COUNTY-  MN/PENNINGTON
 AJ8635  USGS QUAD   -  HAZEL (1976)
 AJ8635
 AJ8635                         *CURRENT SURVEY CONTROL
 AJ8635  ___________________________________________________________________
 AJ8635* NAD 83(1996)-  48 07 16.58366(N)    096 05 24.98794(W)     ADJUSTED  
 AJ8635* NAVD 88     -       346.185  (meters)    1135.78   (feet)  ADJUSTED  
 AJ8635  ___________________________________________________________________
 AJ8635  X           -    -452,591.916 (meters)                     COMP
 AJ8635  Y           -  -4,241,823.390 (meters)                     COMP
 AJ8635  Z           -   4,726,126.197 (meters)                     COMP
 AJ8635  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 AJ8635  ELLIP HEIGHT-         319.05  (meters)          (03/29/02) GPS OBS
 AJ8635  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AJ8635  DYNAMIC HT  -         346.256 (meters)    1136.01  (feet)  COMP
 AJ8635  MODELED GRAV-     980,807.6   (mgal)                       NAVD 88
 AJ8635
 AJ8635  HORZ ORDER  -  FIRST
 AJ8635  VERT ORDER  -  SECOND    CLASS I
 AJ8635  ELLP ORDER  -  FOURTH    CLASS I
 AJ8635
 AJ8635.The horizontal coordinates were established by GPS observations
 AJ8635.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8635
 AJ8635.The orthometric height was determined by differential leveling
 AJ8635.and adjusted by the National Geodetic Survey in April 2004..
 AJ8635
 AJ8635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8635
 AJ8635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8635
 AJ8635.The ellipsoidal height was determined by GPS observations
 AJ8635.and is referenced to NAD 83.
 AJ8635
 AJ8635.The geoid height was determined by GEOID03.
 AJ8635
 AJ8635.The dynamic height is computed by dividing the NAVD 88
 AJ8635.geopotential number by the normal gravity value computed on the
 AJ8635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8635.degrees latitude (g = 980.6199 gals.).
 AJ8635
 AJ8635.The modeled gravity was interpolated from observed gravity values.
 AJ8635
 AJ8635;                    North         East     Units Scale Factor Converg.
 AJ8635;SPC MN N     -   284,549.236   577,447.593   MT  0.99991525   -2 12 59.2
 AJ8635;UTM  14      - 5,333,874.826   716,533.220   MT  1.00017614   +2 10 02.3
 AJ8635
 AJ8635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8635!SPC MN N     -   0.99995000  x   0.99991525  =   0.99986525
 AJ8635!UTM  14      -   0.99995000  x   1.00017614  =   1.00012613
 AJ8635
 AJ8635                          SUPERSEDED SURVEY CONTROL
 AJ8635
 AJ8635  NAVD 88 (03/29/02)  346.19   (m)         1135.8    (f) LEVELING    3  
 AJ8635
 AJ8635.Superseded values are not recommended for survey control.
 AJ8635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8635.See file dsdata.txt to determine how the superseded data were derived.
 AJ8635
 AJ8635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU1653333875(NAD 83)
 AJ8635_MARKER: DD = SURVEY DISK
 AJ8635_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8635_STAMPING: 5702 X 1998
 AJ8635_MARK LOGO: MNDT  
 AJ8635_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8635_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8635+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8635_ROD/PIPE-DEPTH:  6.1 meters
 AJ8635
 AJ8635  HISTORY     - Date     Condition        Report By
 AJ8635  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8635
 AJ8635                          STATION DESCRIPTION
 AJ8635
 AJ8635'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8635'4.25 MI (6.84 KM) EAST OF THIEF RIVER FALLS, 4.25 MI (6.84 KM) EAST ON
 AJ8635'TH 1 FROM JCT TH 1 AND TH 32 IN THIEF RIVER FALLS, AT TH 1 MP 50.35,
 AJ8635'80 FT (24.4 M) SOUTH OF TH 1, 58 FT (17.7 M) WEST OF CO RD 81, 56.2 FT
 AJ8635'(17.1 M) NW OF CO RD 81 SIGN POST, 92 FT (28.0 M) WEST OF P-POLE, 2.2
 AJ8635'FT (0.7 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8636 ***********************************************************************
 AJ8636  DESIGNATION -  5702 Y
 AJ8636  PID         -  AJ8636
 AJ8636  STATE/COUNTY-  MN/PENNINGTON
 AJ8636  USGS QUAD   -  HAZEL (1976)
 AJ8636
 AJ8636                         *CURRENT SURVEY CONTROL
 AJ8636  ___________________________________________________________________
 AJ8636* NAD 83(1996)-  48 07 18.01527(N)    096 06 41.55825(W)     ADJUSTED  
 AJ8636* NAVD 88     -       344.520  (meters)    1130.31   (feet)  ADJUSTED  
 AJ8636  ___________________________________________________________________
 AJ8636  X           -    -454,162.924 (meters)                     COMP
 AJ8636  Y           -  -4,241,621.232 (meters)                     COMP
 AJ8636  Z           -   4,726,154.466 (meters)                     COMP
 AJ8636  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 AJ8636  ELLIP HEIGHT-         317.37  (meters)          (03/29/02) GPS OBS
 AJ8636  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AJ8636  DYNAMIC HT  -         344.590 (meters)    1130.54  (feet)  COMP
 AJ8636  MODELED GRAV-     980,804.3   (mgal)                       NAVD 88
 AJ8636
 AJ8636  HORZ ORDER  -  FIRST
 AJ8636  VERT ORDER  -  SECOND    CLASS I
 AJ8636  ELLP ORDER  -  FOURTH    CLASS I
 AJ8636
 AJ8636.The horizontal coordinates were established by GPS observations
 AJ8636.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8636
 AJ8636.The orthometric height was determined by differential leveling
 AJ8636.and adjusted by the National Geodetic Survey in April 2004..
 AJ8636
 AJ8636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8636
 AJ8636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8636
 AJ8636.The ellipsoidal height was determined by GPS observations
 AJ8636.and is referenced to NAD 83.
 AJ8636
 AJ8636.The geoid height was determined by GEOID03.
 AJ8636
 AJ8636.The dynamic height is computed by dividing the NAVD 88
 AJ8636.geopotential number by the normal gravity value computed on the
 AJ8636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8636.degrees latitude (g = 980.6199 gals.).
 AJ8636
 AJ8636.The modeled gravity was interpolated from observed gravity values.
 AJ8636
 AJ8636;                    North         East     Units Scale Factor Converg.
 AJ8636;SPC MN N     -   284,654.871   575,867.120   MT  0.99991528   -2 13 56.0
 AJ8636;UTM  14      - 5,333,859.344   714,948.890   MT  1.00016774   +2 09 05.3
 AJ8636
 AJ8636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8636!SPC MN N     -   0.99995026  x   0.99991528  =   0.99986555
 AJ8636!UTM  14      -   0.99995026  x   1.00016774  =   1.00011799
 AJ8636
 AJ8636:                Primary Azimuth Mark                     Grid Az
 AJ8636:SPC MN N     -  5702 Z                                   271 50 29.8
 AJ8636:UTM  14      -  5702 Z                                   267 27 28.5
 AJ8636
 AJ8636|---------------------------------------------------------------------|
 AJ8636| PID    Reference Object                     Distance      Geod. Az  |
 AJ8636|                                                           dddmmss.s |
 AJ8636| AJ8637 5702 Z                              APPROX. 0.7 KM 2693633.8 |
 AJ8636|---------------------------------------------------------------------|
 AJ8636
 AJ8636                          SUPERSEDED SURVEY CONTROL
 AJ8636
 AJ8636  NAVD 88 (03/29/02)  344.53   (m)         1130.3    (f) LEVELING    3  
 AJ8636
 AJ8636.Superseded values are not recommended for survey control.
 AJ8636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8636.See file dsdata.txt to determine how the superseded data were derived.
 AJ8636
 AJ8636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU1494933859(NAD 83)
 AJ8636_MARKER: DD = SURVEY DISK
 AJ8636_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8636_STAMPING: 5702 Y 1998
 AJ8636_MARK LOGO: MNDT  
 AJ8636_PROJECTION: FLUSH
 AJ8636_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8636+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8636_ROD/PIPE-DEPTH:  6.1 meters
 AJ8636
 AJ8636  HISTORY     - Date     Condition        Report By
 AJ8636  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8636
 AJ8636                          STATION DESCRIPTION
 AJ8636
 AJ8636'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AJ8636'3.0 MI (4.8 KM) EAST OF THIEF RIVER FALLS, 3.3 MI (5.3 KM) EAST ALONG
 AJ8636'TH 1 FROM THE NORTH JCT OF TH 1 AND TH 32 IN THIEF RIVER FALLS, AT TH
 AJ8636'1 MP 49.30, 73.6 FT (22.4 M) SOUTH OF TH 1, 153.6 FT (46.8 M) WEST OF
 AJ8636'CO RD 20, 2.2 FT (0.7 M) WEST OF R/W POST, 92.4 FT (28.2 M) WEST OF
 AJ8636'TEL CABLEBOX, 1.6 FT (0.5 M) EAST OF STEEL WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8637 ***********************************************************************
 AJ8637  DESIGNATION -  5702 Z
 AJ8637  PID         -  AJ8637
 AJ8637  STATE/COUNTY-  MN/PENNINGTON
 AJ8637  USGS QUAD   -  HAZEL (1976)
 AJ8637
 AJ8637                         *CURRENT SURVEY CONTROL
 AJ8637  ___________________________________________________________________
 AJ8637* NAD 83(1996)-  48 07 17.85232(N)    096 07 16.92544(W)     ADJUSTED  
 AJ8637* NAVD 88     -       344.078  (meters)    1128.86   (feet)  ADJUSTED  
 AJ8637  ___________________________________________________________________
 AJ8637  X           -    -454,890.575 (meters)                     COMP
 AJ8637  Y           -  -4,241,546.724 (meters)                     COMP
 AJ8637  Z           -   4,726,150.771 (meters)                     COMP
 AJ8637  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 AJ8637  ELLIP HEIGHT-         316.92  (meters)          (03/29/02) GPS OBS
 AJ8637  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AJ8637  DYNAMIC HT  -         344.147 (meters)    1129.09  (feet)  COMP
 AJ8637  MODELED GRAV-     980,802.9   (mgal)                       NAVD 88
 AJ8637
 AJ8637  HORZ ORDER  -  FIRST
 AJ8637  VERT ORDER  -  SECOND    CLASS I
 AJ8637  ELLP ORDER  -  FOURTH    CLASS I
 AJ8637
 AJ8637.The horizontal coordinates were established by GPS observations
 AJ8637.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8637
 AJ8637.The orthometric height was determined by differential leveling
 AJ8637.and adjusted by the National Geodetic Survey in April 2004..
 AJ8637
 AJ8637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8637
 AJ8637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8637
 AJ8637.The ellipsoidal height was determined by GPS observations
 AJ8637.and is referenced to NAD 83.
 AJ8637
 AJ8637.The geoid height was determined by GEOID03.
 AJ8637
 AJ8637.The dynamic height is computed by dividing the NAVD 88
 AJ8637.geopotential number by the normal gravity value computed on the
 AJ8637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8637.degrees latitude (g = 980.6199 gals.).
 AJ8637
 AJ8637.The modeled gravity was interpolated from observed gravity values.
 AJ8637
 AJ8637;                    North         East     Units Scale Factor Converg.
 AJ8637;SPC MN N     -   284,678.375   575,136.132   MT  0.99991528   -2 14 22.2
 AJ8637;UTM  14      - 5,333,826.898   714,218.060   MT  1.00016389   +2 08 38.9
 AJ8637
 AJ8637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8637!SPC MN N     -   0.99995033  x   0.99991528  =   0.99986562
 AJ8637!UTM  14      -   0.99995033  x   1.00016389  =   1.00011421
 AJ8637
 AJ8637:                Primary Azimuth Mark                     Grid Az
 AJ8637:SPC MN N     -  5702 Y                                   091 50 29.7
 AJ8637:UTM  14      -  5702 Y                                   087 27 28.6
 AJ8637
 AJ8637|---------------------------------------------------------------------|
 AJ8637| PID    Reference Object                     Distance      Geod. Az  |
 AJ8637|                                                           dddmmss.s |
 AJ8637| AJ8636 5702 Y                              APPROX. 0.7 KM 0893607.5 |
 AJ8637|---------------------------------------------------------------------|
 AJ8637
 AJ8637                          SUPERSEDED SURVEY CONTROL
 AJ8637
 AJ8637  NAVD 88 (03/29/02)  344.09   (m)         1128.9    (f) LEVELING    3  
 AJ8637
 AJ8637.Superseded values are not recommended for survey control.
 AJ8637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8637.See file dsdata.txt to determine how the superseded data were derived.
 AJ8637
 AJ8637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU1421833827(NAD 83)
 AJ8637_MARKER: DD = SURVEY DISK
 AJ8637_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8637_STAMPING: 5702 Z 1998
 AJ8637_MARK LOGO: MNDT  
 AJ8637_PROJECTION: FLUSH
 AJ8637_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8637+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8637_ROD/PIPE-DEPTH:  6.1 meters
 AJ8637
 AJ8637  HISTORY     - Date     Condition        Report By
 AJ8637  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8637
 AJ8637                          STATION DESCRIPTION
 AJ8637
 AJ8637'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AJ8637'3.0 MI (4.8 KM) EAST OF THIEF RIVER FALLS, 2.8 MI (4.5 KM) EAST ALONG
 AJ8637'TH 1 FROM THE NORTH JCT OF TH 1 AND TH 32 IN THIEF RIVER FALLS, AT TH
 AJ8637'1 MP 48.95, 76.7 FT (23.4 M) SOUTH OF TH 1, 6.0 FT (1.8 M) EAST OF
 AJ8637'P-POLE, 145.0 FT (44.2 M) SW OF TEL CABLE PEDESTAL, 25.2 FT (7.7 M)
 AJ8637'EAST R/W POST, 1.5 FT (0.5 M) WEST OF STEEL WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3528 ***********************************************************************
 DH3528  DESIGNATION -  5703 D 1
 DH3528  PID         -  DH3528
 DH3528  STATE/COUNTY-  MN/PENNINGTON
 DH3528  USGS QUAD   -  THIEF RIVER FALLS (1976)
 DH3528
 DH3528                         *CURRENT SURVEY CONTROL
 DH3528  ___________________________________________________________________
 DH3528* NAD 83(1986)-  48 01 13.     (N)    096 12 08.     (W)     SCALED    
 DH3528* NAVD 88     -       332.550  (meters)    1091.04   (feet)  ADJUSTED  
 DH3528  ___________________________________________________________________
 DH3528  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DH3528  DYNAMIC HT  -         332.611 (meters)    1091.24  (feet)  COMP
 DH3528  MODELED GRAV-     980,785.2   (mgal)                       NAVD 88
 DH3528
 DH3528  VERT ORDER  -  SECOND    CLASS I
 DH3528
 DH3528.The horizontal coordinates were scaled from a topographic map and have
 DH3528.an estimated accuracy of +/- 6 seconds.
 DH3528
 DH3528.The orthometric height was determined by differential leveling
 DH3528.and adjusted by the National Geodetic Survey in June 2005..
 DH3528.No vertical observational check was made to the station.
 DH3528
 DH3528.Photographs are available for this station.
 DH3528
 DH3528.The geoid height was determined by GEOID03.
 DH3528
 DH3528.The dynamic height is computed by dividing the NAVD 88
 DH3528.geopotential number by the normal gravity value computed on the
 DH3528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3528.degrees latitude (g = 980.6199 gals.).
 DH3528
 DH3528.The modeled gravity was interpolated from observed gravity values.
 DH3528
 DH3528;                    North         East    Units  Estimated Accuracy
 DH3528;SPC MN N     -   273,660.      568,670.      MT  (+/- 180 meters Scaled)
 DH3528
 DH3528                          SUPERSEDED SURVEY CONTROL
 DH3528
 DH3528.No superseded survey control is available for this station.
 DH3528
 DH3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU086223(NAD 83)
 DH3528_MARKER: DB = BENCH MARK DISK
 DH3528_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH3528_SP_SET: BRIDGE ABUTMENT
 DH3528_STAMPING: 5703 D 1 1962
 DH3528_MARK LOGO: MNHD  
 DH3528_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH3528+SATELLITE: SATELLITE OBSERVATIONS - 1962
 DH3528
 DH3528  HISTORY     - Date     Condition        Report By
 DH3528  HISTORY     - 1962     MONUMENTED       MNHD
 DH3528
 DH3528                          STATION DESCRIPTION
 DH3528
 DH3528'DESCRIBED BY MN HIGHWAY DEPT 1962
 DH3528'THE MARK IS LOCATED EAST OF ST HILAIRE, IN ABUTMENT IN SOUTHEAST
 DH3528'CORNER OF COUNTY ROAD 3 BRIDGE NUMBER 7248 OVER RED LAKE RIVER, 0.55
 DH3528'MILES (0.89 KM) EAST ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY
 DH3528'ROAD 3 AND TRUNK HIGHWAY 32 IN ST HILAIRE, 18.5 FEET (5.6 M) SOUTH OF
 DH3528'COUNTY ROAD 3, 1.0 FEET (0.3 M) SOUTHEAST OF CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD0078 ***********************************************************************
 TD0078  DESIGNATION -  5704 A
 TD0078  PID         -  TD0078
 TD0078  STATE/COUNTY-  MN/PENNINGTON
 TD0078  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 TD0078
 TD0078                         *CURRENT SURVEY CONTROL
 TD0078  ___________________________________________________________________
 TD0078* NAD 83(1986)-  48 07 30.     (N)    096 10 55.     (W)     SCALED    
 TD0078* NAVD 88     -       345.000  (meters)    1131.89   (feet)  ADJUSTED  
 TD0078  ___________________________________________________________________
 TD0078  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 TD0078  DYNAMIC HT  -         345.067 (meters)    1132.11  (feet)  COMP
 TD0078  MODELED GRAV-     980,796.6   (mgal)                       NAVD 88
 TD0078
 TD0078  VERT ORDER  -  SECOND    CLASS I
 TD0078
 TD0078.The horizontal coordinates were scaled from a topographic map and have
 TD0078.an estimated accuracy of +/- 6 seconds.
 TD0078
 TD0078.The orthometric height was determined by differential leveling
 TD0078.and adjusted by the National Geodetic Survey in June 1991..
 TD0078
 TD0078.The geoid height was determined by GEOID03.
 TD0078
 TD0078.The dynamic height is computed by dividing the NAVD 88
 TD0078.geopotential number by the normal gravity value computed on the
 TD0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0078.degrees latitude (g = 980.6199 gals.).
 TD0078
 TD0078.The modeled gravity was interpolated from observed gravity values.
 TD0078
 TD0078;                    North         East    Units  Estimated Accuracy
 TD0078;SPC MN N     -   285,230.      570,650.      MT  (+/- 180 meters Scaled)
 TD0078
 TD0078                          SUPERSEDED SURVEY CONTROL
 TD0078
 TD0078  NGVD 29 (??/??/92)  344.594  (m)         1130.56   (f) ADJ UNCH    2 1
 TD0078
 TD0078.Superseded values are not recommended for survey control.
 TD0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0078.See file dsdata.txt to determine how the superseded data were derived.
 TD0078
 TD0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU096340(NAD 83)
 TD0078_MARKER: DD = SURVEY DISK
 TD0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0078_STAMPING: 5704 A 1948
 TD0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0078+STABILITY: SURFACE MOTION
 TD0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TD0078+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 TD0078
 TD0078  HISTORY     - Date     Condition        Report By
 TD0078  HISTORY     - 1948     MONUMENTED       MNDT
 TD0078  HISTORY     - 1977     GOOD             MNDT
 TD0078  HISTORY     - 19980127 MARK NOT FOUND   MNDT
 TD0078  HISTORY     - 20030618 MARK NOT FOUND   MNDT
 TD0078
 TD0078                          STATION DESCRIPTION
 TD0078
 TD0078'DESCRIBED BY MN DEPT OF TRANSP 1977
 TD0078'0.4 MI N FROM THIEF RIVER FALLS.
 TD0078'THE MARK IS LOCATED ALONG TRUNK HIGHWAY 32 ABOUT 0.4 MILE NORTH OF THE
 TD0078'JUNCTION OF T.H. 32 AND 59 IN THIEF RIVER FALLS.  IT IS 28.3 FEET EAST
 TD0078'OF THE CENTERLINE OF TRUNK HIGHWAY 32 (MAIN AVE. N.), 33.0 FEET SOUTH
 TD0078'OF THE CENTERLINE OF 9TH STREET, 13.4 FEET SOUTH OF A WOODEN LIGHT
 TD0078'POLE, 5.2 FEET WEST OF THE WEST EDGE OF THE EAST SIDEWALK, AND 54.0
 TD0078'FEET WEST OF THE NORTHWEST CORNER OF A TWO STORY STUCCO HOURS (824
 TD0078'MAIN AVE. N.).  SE 1/4 SECTION 28, T 154N, R 43W.  IT IS SET IN THE
 TD0078'TOP OF A CONCRETE MONUMENT WHICH IS BURIED 3 INCHES BELOW THE GROUND
 TD0078'AND IS ABOUT LEVEL WITH 9TH STREET.
 TD0078
 TD0078                          STATION RECOVERY (1998)
 TD0078
 TD0078'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DAS)
 TD0078'NOT RECOVERED.
 TD0078
 TD0078                          STATION RECOVERY (2003)
 TD0078
 TD0078'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 TD0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5218 ***********************************************************************
 DG5218  DESIGNATION -  5704 B
 DG5218  PID         -  DG5218
 DG5218  STATE/COUNTY-  MN/PENNINGTON
 DG5218  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5218
 DG5218                         *CURRENT SURVEY CONTROL
 DG5218  ___________________________________________________________________
 DG5218* NAD 83(1986)-  48 07 49.     (N)    096 10 52.     (W)     SCALED    
 DG5218* NAVD 88     -       343.583  (meters)    1127.24   (feet)  ADJUSTED  
 DG5218  ___________________________________________________________________
 DG5218  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DG5218  DYNAMIC HT  -         343.650 (meters)    1127.46  (feet)  COMP
 DG5218  MODELED GRAV-     980,797.1   (mgal)                       NAVD 88
 DG5218
 DG5218  VERT ORDER  -  SECOND    CLASS I
 DG5218
 DG5218.The horizontal coordinates were scaled from a topographic map and have
 DG5218.an estimated accuracy of +/- 6 seconds.
 DG5218
 DG5218.The orthometric height was determined by differential leveling
 DG5218.and adjusted by the National Geodetic Survey in July 2004..
 DG5218
 DG5218.The geoid height was determined by GEOID03.
 DG5218
 DG5218.The dynamic height is computed by dividing the NAVD 88
 DG5218.geopotential number by the normal gravity value computed on the
 DG5218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5218.degrees latitude (g = 980.6199 gals.).
 DG5218
 DG5218.The modeled gravity was interpolated from observed gravity values.
 DG5218
 DG5218;                    North         East    Units  Estimated Accuracy
 DG5218;SPC MN N     -   285,820.      570,730.      MT  (+/- 180 meters Scaled)
 DG5218
 DG5218                          SUPERSEDED SURVEY CONTROL
 DG5218
 DG5218.No superseded survey control is available for this station.
 DG5218
 DG5218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU097346(NAD 83)
 DG5218_MARKER: DD = SURVEY DISK
 DG5218_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5218_STAMPING: 5704 B 2003
 DG5218_MARK LOGO: MNDT  
 DG5218_PROJECTION: RECESSED 5 CENTIMETERS
 DG5218_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5218+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5218_ROD/PIPE-DEPTH:  6.1 meters
 DG5218
 DG5218  HISTORY     - Date     Condition        Report By
 DG5218  HISTORY     - 2003     MONUMENTED       MNDT
 DG5218
 DG5218                          STATION DESCRIPTION
 DG5218
 DG5218'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5218'THE MARK IS IN THIEF RIVER FALLS, 0.75 MILES (1.21 KM) NORTH ALONG
 DG5218'TRUNK HIGHWAY 32 FROM JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY
 DG5218'32 IN THIEF RIVER FALLS, AT TRUNK HIGHWAY 32 MILEPOINT 105.0, 42.4
 DG5218'FEET (12.9 M) EAST OF TRUNK HIGHWAY 2, 47.4 FEET (14.4 M) NORTH OF
 DG5218'13TH ST NORTH, 14.7 FEET (4.5 M) EAST-SOUTHEAST OF WITNESS POST.  THE
 DG5218'MARK, A STANDARD MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC
 DG5218'CONTROL MARK DISK SET ON TOP OF A 20 FOOT (6.1 M) DRIVEN ALUMINUM ROD
 DG5218'WITH A 3 FOOT (0.9 M) STABILIZER FIN IS, RECESSED 2 INCHES, MAGNETIC,
 DG5218'AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5219 ***********************************************************************
 DG5219  DESIGNATION -  5704 C
 DG5219  PID         -  DG5219
 DG5219  STATE/COUNTY-  MN/PENNINGTON
 DG5219  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5219
 DG5219                         *CURRENT SURVEY CONTROL
 DG5219  ___________________________________________________________________
 DG5219* NAD 83(1986)-  48 08 27.     (N)    096 11 27.     (W)     SCALED    
 DG5219* NAVD 88     -       343.695  (meters)    1127.61   (feet)  ADJUSTED  
 DG5219  ___________________________________________________________________
 DG5219  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DG5219  DYNAMIC HT  -         343.762 (meters)    1127.83  (feet)  COMP
 DG5219  MODELED GRAV-     980,797.1   (mgal)                       NAVD 88
 DG5219
 DG5219  VERT ORDER  -  SECOND    CLASS I
 DG5219
 DG5219.The horizontal coordinates were scaled from a topographic map and have
 DG5219.an estimated accuracy of +/- 6 seconds.
 DG5219
 DG5219.The orthometric height was determined by differential leveling
 DG5219.and adjusted by the National Geodetic Survey in July 2004..
 DG5219
 DG5219.The geoid height was determined by GEOID03.
 DG5219
 DG5219.The dynamic height is computed by dividing the NAVD 88
 DG5219.geopotential number by the normal gravity value computed on the
 DG5219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5219.degrees latitude (g = 980.6199 gals.).
 DG5219
 DG5219.The modeled gravity was interpolated from observed gravity values.
 DG5219
 DG5219;                    North         East    Units  Estimated Accuracy
 DG5219;SPC MN N     -   287,020.      570,050.      MT  (+/- 180 meters Scaled)
 DG5219
 DG5219                          SUPERSEDED SURVEY CONTROL
 DG5219
 DG5219.No superseded survey control is available for this station.
 DG5219
 DG5219_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU089357(NAD 83)
 DG5219_MARKER: DD = SURVEY DISK
 DG5219_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5219_STAMPING: 5704 C 2003
 DG5219_MARK LOGO: MNDT  
 DG5219_PROJECTION: FLUSH
 DG5219_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5219+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5219_ROD/PIPE-DEPTH:  6.1 meters
 DG5219
 DG5219  HISTORY     - Date     Condition        Report By
 DG5219  HISTORY     - 2003     MONUMENTED       MNDT
 DG5219
 DG5219                          STATION DESCRIPTION
 DG5219
 DG5219'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5219'THE MARK IS 1.55 MILES (2.49 KM) NORTH OF THIEF RIVER FALLS, 1.55
 DG5219'MILES (2.49 KM) NORTH ALONG TRUNK HIGHWAY 32 FROM JUNCTION OF TRUNK
 DG5219'HIGHWAY 59 AND TRUNK HIGHWAY 32 IN THIEF RIVER FALLS, AT TRUNK HIGHWAY
 DG5219'32 MILEPOINT 105.8, 80.1 FEET (24.4 M) WEST OF TRUNK HIGHWAY 32, 17.5
 DG5219'FEET (5.3 M) NORTH OF FIELD ENTRANCE, 2.0 FEET (0.6 M) SOUTH OF
 DG5219'WITNESS POST.  THE MARK, A STANDARD MINNESOTA DEPARTMENT OF
 DG5219'TRANSPORTATION GEODETIC CONTROL MARK DISK SET ON TOP OF A 20 FOOT (6.1
 DG5219'M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER FIN IS, FLUSH,
 DG5219'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5220 ***********************************************************************
 DG5220  DESIGNATION -  5704 D
 DG5220  PID         -  DG5220
 DG5220  STATE/COUNTY-  MN/PENNINGTON
 DG5220  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5220
 DG5220                         *CURRENT SURVEY CONTROL
 DG5220  ___________________________________________________________________
 DG5220* NAD 83(1986)-  48 09 07.     (N)    096 11 26.     (W)     SCALED    
 DG5220* NAVD 88     -       344.034  (meters)    1128.72   (feet)  ADJUSTED  
 DG5220  ___________________________________________________________________
 DG5220  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DG5220  DYNAMIC HT  -         344.101 (meters)    1128.94  (feet)  COMP
 DG5220  MODELED GRAV-     980,798.0   (mgal)                       NAVD 88
 DG5220
 DG5220  VERT ORDER  -  SECOND    CLASS I
 DG5220
 DG5220.The horizontal coordinates were scaled from a topographic map and have
 DG5220.an estimated accuracy of +/- 6 seconds.
 DG5220
 DG5220.The orthometric height was determined by differential leveling
 DG5220.and adjusted by the National Geodetic Survey in July 2004..
 DG5220
 DG5220.The geoid height was determined by GEOID03.
 DG5220
 DG5220.The dynamic height is computed by dividing the NAVD 88
 DG5220.geopotential number by the normal gravity value computed on the
 DG5220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5220.degrees latitude (g = 980.6199 gals.).
 DG5220
 DG5220.The modeled gravity was interpolated from observed gravity values.
 DG5220
 DG5220;                    North         East    Units  Estimated Accuracy
 DG5220;SPC MN N     -   288,250.      570,120.      MT  (+/- 180 meters Scaled)
 DG5220
 DG5220                          SUPERSEDED SURVEY CONTROL
 DG5220
 DG5220.No superseded survey control is available for this station.
 DG5220
 DG5220_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU089370(NAD 83)
 DG5220_MARKER: DD = SURVEY DISK
 DG5220_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5220_STAMPING: 5704 D 2003
 DG5220_MARK LOGO: MNDT  
 DG5220_PROJECTION: RECESSED 3 CENTIMETERS
 DG5220_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5220+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5220_ROD/PIPE-DEPTH:  4.6 meters
 DG5220
 DG5220  HISTORY     - Date     Condition        Report By
 DG5220  HISTORY     - 2003     MONUMENTED       MNDT
 DG5220
 DG5220                          STATION DESCRIPTION
 DG5220
 DG5220'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5220'THE MARK IS 2.4 MILES (3.9 KM) NORTH OF THIEF RIVER FALLS, 2.4 MILES
 DG5220'(3.9 KM) NORTH ALONG TRUNK HIGHWAY 32 FROM JUNCTION OF TRUNK HIGHWAY
 DG5220'59 AND TRUNK HIGHWAY 32 IN THIEF RIVER FALLS, AT TRUNK HIGHWAY 32
 DG5220'MILEPOINT 106.6, 117.2 FEET (35.7 M) EAST OF TRUNK HIGHWAY 32, 18.1
 DG5220'FEET (5.5 M) SOUTH OF DRIVEWAY, 2.0 FEET (0.6 M) SOUTH OF WITNESS
 DG5220'POST.  THE MARK, A STANDARD MINNESOTA DEPARTMENT OF TRANSPORTATION
 DG5220'GEODETIC CONTROL MARK DISK SET ON TOP OF A 15 FOOT (4.6 M) DRIVEN
 DG5220'ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER FIN IS, RECESSED 1 INCH,
 DG5220'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5221 ***********************************************************************
 DG5221  DESIGNATION -  5704 E
 DG5221  PID         -  DG5221
 DG5221  STATE/COUNTY-  MN/PENNINGTON
 DG5221  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5221
 DG5221                         *CURRENT SURVEY CONTROL
 DG5221  ___________________________________________________________________
 DG5221* NAD 83(1986)-  48 09 53.     (N)    096 11 42.     (W)     SCALED    
 DG5221* NAVD 88     -       345.003  (meters)    1131.90   (feet)  ADJUSTED  
 DG5221  ___________________________________________________________________
 DG5221  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DG5221  DYNAMIC HT  -         345.071 (meters)    1132.12  (feet)  COMP
 DG5221  MODELED GRAV-     980,798.6   (mgal)                       NAVD 88
 DG5221
 DG5221  VERT ORDER  -  SECOND    CLASS I
 DG5221
 DG5221.The horizontal coordinates were scaled from a topographic map and have
 DG5221.an estimated accuracy of +/- 6 seconds.
 DG5221
 DG5221.The orthometric height was determined by differential leveling
 DG5221.and adjusted by the National Geodetic Survey in July 2004..
 DG5221
 DG5221.The geoid height was determined by GEOID03.
 DG5221
 DG5221.The dynamic height is computed by dividing the NAVD 88
 DG5221.geopotential number by the normal gravity value computed on the
 DG5221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5221.degrees latitude (g = 980.6199 gals.).
 DG5221
 DG5221.The modeled gravity was interpolated from observed gravity values.
 DG5221
 DG5221;                    North         East    Units  Estimated Accuracy
 DG5221;SPC MN N     -   289,680.      569,850.      MT  (+/- 180 meters Scaled)
 DG5221
 DG5221                          SUPERSEDED SURVEY CONTROL
 DG5221
 DG5221.No superseded survey control is available for this station.
 DG5221
 DG5221_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU085384(NAD 83)
 DG5221_MARKER: DD = SURVEY DISK
 DG5221_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5221_STAMPING: 5704 E 2003
 DG5221_MARK LOGO: MNDT  
 DG5221_PROJECTION: RECESSED 3 CENTIMETERS
 DG5221_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5221+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5221_ROD/PIPE-DEPTH:  4.6 meters
 DG5221
 DG5221  HISTORY     - Date     Condition        Report By
 DG5221  HISTORY     - 2003     MONUMENTED       MNDT
 DG5221
 DG5221                          STATION DESCRIPTION
 DG5221
 DG5221'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5221'THE MARK IS 3.3 MILES (5.3 KM) NORTH OF THIEF RIVER FALLS, 3.3 MILES
 DG5221'(5.3 KM) NORTH ALONG TRUNK HIGHWAY 32 FROM JUNCTION OF TRUNK HIGHWAY
 DG5221'59 AND TRUNK HIGHWAY 32 IN THIEF RIVER FALLS, AT TRUNK HIGHWAY 32
 DG5221'MILEPOINT 107.5, 55.8 FEET (17.0 M) EAST OF TRUNK HIGHWAY 32, 14.4
 DG5221'FEET (4.4 M) NORTH OF FIELD ENTRANCE, 2.0 FEET (0.6 M) SOUTH OF
 DG5221'WITNESS POST.  THE MARK, A STANDARD MINNESOTA DEPARTMENT OF
 DG5221'TRANSPORTATION GEODETIC CONTROL MARK DISK SET ON TOP OF A 15 FOOT (4.6
 DG5221'M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER FIN IS,
 DG5221'RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD0115 ***********************************************************************
 TD0115  DESIGNATION -  5705 A
 TD0115  PID         -  TD0115
 TD0115  STATE/COUNTY-  MN/PENNINGTON
 TD0115  USGS QUAD   -  THIEF RIVER FALLS (1976)
 TD0115
 TD0115                         *CURRENT SURVEY CONTROL
 TD0115  ___________________________________________________________________
 TD0115* NAD 83(1986)-  48 07 09.     (N)    096 10 22.     (W)     SCALED    
 TD0115* NAVD 88     -       343.953  (meters)    1128.45   (feet)  ADJUSTED  
 TD0115  ___________________________________________________________________
 TD0115  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 TD0115  DYNAMIC HT  -         344.020 (meters)    1128.67  (feet)  COMP
 TD0115  MODELED GRAV-     980,796.9   (mgal)                       NAVD 88
 TD0115
 TD0115  VERT ORDER  -  SECOND    CLASS I
 TD0115
 TD0115.The horizontal coordinates were scaled from a topographic map and have
 TD0115.an estimated accuracy of +/- 6 seconds.
 TD0115
 TD0115.The orthometric height was determined by differential leveling
 TD0115.and adjusted by the National Geodetic Survey in June 1991..
 TD0115
 TD0115.The geoid height was determined by GEOID03.
 TD0115
 TD0115.The dynamic height is computed by dividing the NAVD 88
 TD0115.geopotential number by the normal gravity value computed on the
 TD0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0115.degrees latitude (g = 980.6199 gals.).
 TD0115
 TD0115.The modeled gravity was interpolated from observed gravity values.
 TD0115
 TD0115;                    North         East    Units  Estimated Accuracy
 TD0115;SPC MN N     -   284,560.      571,300.      MT  (+/- 180 meters Scaled)
 TD0115
 TD0115                          SUPERSEDED SURVEY CONTROL
 TD0115
 TD0115  NGVD 29 (??/??/92)  343.547  (m)         1127.12   (f) ADJ UNCH    2 1
 TD0115
 TD0115.Superseded values are not recommended for survey control.
 TD0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0115.See file dsdata.txt to determine how the superseded data were derived.
 TD0115
 TD0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU104334(NAD 83)
 TD0115_MARKER: DD = SURVEY DISK
 TD0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TD0115_SP_SET: BRIDGE
 TD0115_STAMPING: 5705 A 1977
 TD0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0115
 TD0115  HISTORY     - Date     Condition        Report By
 TD0115  HISTORY     - 1977     MONUMENTED       MNDT
 TD0115
 TD0115                          STATION DESCRIPTION
 TD0115
 TD0115'DESCRIBED BY MN DEPT OF TRANSP 1977
 TD0115'IN THIEF RIVER FALLS.
 TD0115'THE MARK IS LOCATED AT THE EAST END OF THE T.H. 59 (3RD STREET) BRIDGE
 TD0115'OVER THE RED LAKE RIVER AT THIEF RIVER FALLS, ABOUT 0.4 MILES EAST OF
 TD0115'THE JUNCTION OF T.H. 59 AND T.H. 32.  IT IS A STANDARD MINNESOTA
 TD0115'HIGHWAY DEPARTMENT BENCH MARK DISK SET IN THE NORTHEAST CORNER
 TD0115'(WALKWAY) OF BRIDGE NUMBER 5327 (T.H. 59 OVER RED LAKE RIVER), 22.1
 TD0115'FEET NORTH OF AND ABOUT ONE FOOT HIGHER THAN THE CENTERLINE OF T.H. 59
 TD0115'AND 0.8 FEET WEST OF THE EAST END OF THE NORTH WALKWAY OF THE BRIDGE.
 TD0115'NW 1/4 SECTION 34, T 154N, R 43W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD0079 ***********************************************************************
 TD0079  DESIGNATION -  5705 A 1
 TD0079  PID         -  TD0079
 TD0079  STATE/COUNTY-  MN/PENNINGTON
 TD0079  USGS QUAD   -  THIEF RIVER FALLS (1976)
 TD0079
 TD0079                         *CURRENT SURVEY CONTROL
 TD0079  ___________________________________________________________________
 TD0079* NAD 83(1996)-  48 07 01.52212(N)    096 10 32.60970(W)     ADJUSTED  
 TD0079* NAVD 88     -       344.490  (meters)    1130.21   (feet)  ADJUSTED  
 TD0079  ___________________________________________________________________
 TD0079  X           -    -458,954.771 (meters)                     COMP
 TD0079  Y           -  -4,241,486.886 (meters)                     COMP
 TD0079  Z           -   4,725,814.317 (meters)                     COMP
 TD0079  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 TD0079  ELLIP HEIGHT-         317.30  (meters)          (03/29/02) GPS OBS
 TD0079  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 TD0079  DYNAMIC HT  -         344.557 (meters)    1130.43  (feet)  COMP
 TD0079  MODELED GRAV-     980,796.4   (mgal)                       NAVD 88
 TD0079
 TD0079  HORZ ORDER  -  FIRST
 TD0079  VERT ORDER  -  SECOND    CLASS I
 TD0079  ELLP ORDER  -  FOURTH    CLASS I
 TD0079
 TD0079.The horizontal coordinates were established by GPS observations
 TD0079.and adjusted by the MN DEPT OF TRANSP in March 2002..
 TD0079
 TD0079.The orthometric height was determined by differential leveling
 TD0079.and adjusted by the National Geodetic Survey in June 1991..
 TD0079
 TD0079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TD0079
 TD0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD0079
 TD0079.The ellipsoidal height was determined by GPS observations
 TD0079.and is referenced to NAD 83.
 TD0079
 TD0079.The geoid height was determined by GEOID03.
 TD0079
 TD0079.The dynamic height is computed by dividing the NAVD 88
 TD0079.geopotential number by the normal gravity value computed on the
 TD0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0079.degrees latitude (g = 980.6199 gals.).
 TD0079
 TD0079.The modeled gravity was interpolated from observed gravity values.
 TD0079
 TD0079;                    North         East     Units Scale Factor Converg.
 TD0079;SPC MN N     -   284,333.974   571,072.711   MT  0.99991489   -2 16 47.2
 TD0079;UTM  14      - 5,333,172.777   710,191.890   MT  1.00014289   +2 06 12.5
 TD0079
 TD0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD0079!SPC MN N     -   0.99995027  x   0.99991489  =   0.99986517
 TD0079!UTM  14      -   0.99995027  x   1.00014289  =   1.00009316
 TD0079
 TD0079                          SUPERSEDED SURVEY CONTROL
 TD0079
 TD0079  NAVD 88 (03/29/02)  344.49   (m)         1130.2    (f) LEVELING    3  
 TD0079  NGVD 29 (??/??/92)  344.083  (m)         1128.88   (f) ADJ UNCH    2 1
 TD0079
 TD0079.Superseded values are not recommended for survey control.
 TD0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0079.See file dsdata.txt to determine how the superseded data were derived.
 TD0079
 TD0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU1019233173(NAD 83)
 TD0079_MARKER: DD = SURVEY DISK
 TD0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TD0079_SP_SET: BRIDGE
 TD0079_STAMPING: 5705 A 1 1977
 TD0079_MARK LOGO: MNDT  
 TD0079_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TD0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD0079+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1998
 TD0079
 TD0079  HISTORY     - Date     Condition        Report By
 TD0079  HISTORY     - 1977     MONUMENTED       MNDT
 TD0079  HISTORY     - 19980127 GOOD             MNDT
 TD0079
 TD0079                          STATION DESCRIPTION
 TD0079
 TD0079'DESCRIBED BY MN DEPT OF TRANSP 1977
 TD0079'IN THIEF RIVER FALLS.
 TD0079'THE MARK IS LOCATED AT THE SOUTH END OF THE MINNEAPOLIS, ST. PAUL AND
 TD0079'SAULT ST. MARIE RAILROAD BRIDGE OVER THE RED LAKE RIVER IN THIEF RIVER
 TD0079'FALLS, BETWEEN THE FIRST STREET AND THIRD STREET (T.H. 59) BRIDGES. IT
 TD0079'IS 9.0 FEET EAST OF AND ABOUT 1 FOOT LOWER THAN THE EAST RAIL, AND SET
 TD0079'IN THE SOUTHEAST CORNER (ABUTMENT) OF THE BRIDGE.  NW 1/4 SECTION 34,
 TD0079'T 154N, R 43W.
 TD0079
 TD0079                          STATION RECOVERY (1998)
 TD0079
 TD0079'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DAS)
 TD0079'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD0083 ***********************************************************************
 TD0083  DESIGNATION -  5705 A 3
 TD0083  PID         -  TD0083
 TD0083  STATE/COUNTY-  MN/PENNINGTON
 TD0083  USGS QUAD   -  THIEF RIVER FALLS (1976)
 TD0083
 TD0083                         *CURRENT SURVEY CONTROL
 TD0083  ___________________________________________________________________
 TD0083* NAD 83(1986)-  48 07 00.     (N)    096 11 00.     (W)     SCALED    
 TD0083* NAVD 88     -       345.698  (meters)    1134.18   (feet)  ADJUSTED  
 TD0083  ___________________________________________________________________
 TD0083  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 TD0083  DYNAMIC HT  -         345.765 (meters)    1134.40  (feet)  COMP
 TD0083  MODELED GRAV-     980,795.7   (mgal)                       NAVD 88
 TD0083
 TD0083  VERT ORDER  -  SECOND    CLASS I
 TD0083
 TD0083.The horizontal coordinates were scaled from a topographic map and have
 TD0083.an estimated accuracy of +/- 6 seconds.
 TD0083
 TD0083.The orthometric height was determined by differential leveling
 TD0083.and adjusted by the National Geodetic Survey in June 1991..
 TD0083
 TD0083.Photographs are available for this station.
 TD0083
 TD0083.The geoid height was determined by GEOID03.
 TD0083
 TD0083.The dynamic height is computed by dividing the NAVD 88
 TD0083.geopotential number by the normal gravity value computed on the
 TD0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0083.degrees latitude (g = 980.6199 gals.).
 TD0083
 TD0083.The modeled gravity was interpolated from observed gravity values.
 TD0083
 TD0083;                    North         East    Units  Estimated Accuracy
 TD0083;SPC MN N     -   284,310.      570,510.      MT  (+/- 180 meters Scaled)
 TD0083
 TD0083                          SUPERSEDED SURVEY CONTROL
 TD0083
 TD0083  NGVD 29 (??/??/92)  345.291  (m)         1132.84   (f) ADJ UNCH    2 1
 TD0083
 TD0083.Superseded values are not recommended for survey control.
 TD0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0083.See file dsdata.txt to determine how the superseded data were derived.
 TD0083
 TD0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU096331(NAD 83)
 TD0083_MARKER: DV = VERTICAL CONTROL DISK
 TD0083_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 TD0083_SP_SET: STEP
 TD0083_STAMPING: 5705 A 3 1977
 TD0083_MARK LOGO: MNHD  
 TD0083_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TD0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TD0083+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 TD0083
 TD0083  HISTORY     - Date     Condition        Report By
 TD0083  HISTORY     - 1977     MONUMENTED       MNHD
 TD0083  HISTORY     - 20030618 GOOD             MNDT
 TD0083  HISTORY     - 20050601 GOOD             MNDT
 TD0083
 TD0083                          STATION DESCRIPTION
 TD0083
 TD0083'DESCRIBED BY MN HIGHWAY DEPT 1977
 TD0083'IN THIEF RIVER FALLS.
 TD0083'THE MARK IS LOCATED NEAR THE INTERSECTION OF 1ST STREET AND KNIGHT
 TD0083'AVENUE WHICH IS 0.2 MILE SOUTHWEST OF THE JUNCTION OF TRUNK HIGHWAYS
 TD0083'32 AND 59 IN THIEF RIVER FALLS.  IT IS 46.7 FEET SOUTH OF THE SOUTH
 TD0083'EDGE OF THE SOUTH CURB OF 1ST STREET, 84.8 FEET WEST OF THE WEST EDGE
 TD0083'OF THE WEST CURB OF KNIGHT AVENUE, 0.5 FEET NORTH OF A NORTH WALL, 7.0
 TD0083'FEET EAST OF THE CENTER OF A BUILDING ENTRANCE, AND 5.6 FEET WEST OF
 TD0083'THE NORTHWEST CORNER OF A TWO-STORY BRICK BUILDING.  IT IS A STANDARD
 TD0083'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK SET
 TD0083'IN THE TOP STEP OF THE NORTHEAST ENTRANCE OF THE LINCOLN HIGH SCHOOL
 TD0083'WHICH IS A TWO-STORY BRICK BUILDING.  IT IS 3 FEET ABOVE THE LEVEL OF
 TD0083'THE GROUND.  NE 1/4 SECTION 33, T 154N, R 43W.
 TD0083
 TD0083                          STATION RECOVERY (2003)
 TD0083
 TD0083'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (JBG)
 TD0083'THE MARK WAS RECOVERED IN GOOD CONDITION.
 TD0083
 TD0083                          STATION RECOVERY (2005)
 TD0083
 TD0083'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DD)
 TD0083'IN THIEF RIVER FALLS, 0.2 MILES SOUTHWEST OF JUNCTION OF TRUNK HIGHWAY
 TD0083'32 AND TRUNK HIGHWAY 59, IN TOP STEP AT NORTHEAST ENTRANCE OF LINCOLN
 TD0083'HIGH SCHOOL, 46.7 FEET SOUTH OF SOUTH EDGE OF SOUTH CURB ON FIRST
 TD0083'STREET, 84.8 FEET WEST OF WEST EDGE OF WEST CURB ON KNIGHT AVENUE, 0.5
 TD0083'FEET NORTH OF WALL, 7 FEET EAST OF BUILDING ENTRANCE, 5.6 FEET WEST OF
 TD0083'NORTHWEST CORNER OF BUILDING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7883 ***********************************************************************
 DE7883  DESIGNATION -  5705 A 4
 DE7883  PID         -  DE7883
 DE7883  STATE/COUNTY-  MN/PENNINGTON
 DE7883  USGS QUAD   -  THIEF RIVER FALLS (1976)
 DE7883
 DE7883                         *CURRENT SURVEY CONTROL
 DE7883  ___________________________________________________________________
 DE7883* NAD 83(1986)-  48 06 59.     (N)    096 10 38.     (W)     SCALED    
 DE7883* NAVD 88     -       344.267  (meters)    1129.48   (feet)  ADJUSTED  
 DE7883  ___________________________________________________________________
 DE7883  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DE7883  DYNAMIC HT  -         344.334 (meters)    1129.70  (feet)  COMP
 DE7883  MODELED GRAV-     980,796.2   (mgal)                       NAVD 88
 DE7883
 DE7883  VERT ORDER  -  SECOND    CLASS I
 DE7883
 DE7883.The horizontal coordinates were scaled from a topographic map and have
 DE7883.an estimated accuracy of +/- 6 seconds.
 DE7883
 DE7883.The orthometric height was determined by differential leveling
 DE7883.and adjusted by the National Geodetic Survey in April 2004..
 DE7883.No vertical observational check was made to the station.
 DE7883
 DE7883.The geoid height was determined by GEOID03.
 DE7883
 DE7883.The dynamic height is computed by dividing the NAVD 88
 DE7883.geopotential number by the normal gravity value computed on the
 DE7883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7883.degrees latitude (g = 980.6199 gals.).
 DE7883
 DE7883.The modeled gravity was interpolated from observed gravity values.
 DE7883
 DE7883;                    North         East    Units  Estimated Accuracy
 DE7883;SPC MN N     -   284,260.      570,960.      MT  (+/- 180 meters Scaled)
 DE7883
 DE7883                          SUPERSEDED SURVEY CONTROL
 DE7883
 DE7883.No superseded survey control is available for this station.
 DE7883
 DE7883_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU100330(NAD 83)
 DE7883_MARKER: DV = VERTICAL CONTROL DISK
 DE7883_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7883_SP_SET: BRIDGE ABUTMENT
 DE7883_STAMPING: 5705 A4 1998
 DE7883_MARK LOGO: MNDT  
 DE7883_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7883+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1998
 DE7883
 DE7883  HISTORY     - Date     Condition        Report By
 DE7883  HISTORY     - 1985     MONUMENTED       MNDT
 DE7883  HISTORY     - 19980127 GOOD             MNDT
 DE7883
 DE7883                          STATION DESCRIPTION
 DE7883
 DE7883'DESCRIBED BY MN DEPT OF TRANSP 1998
 DE7883'IN THIEF RIVER FALLS, IN ABUTMENT AT SE CORNER OF BRIDGE NO 6613 OVER
 DE7883'RED RIVER, 0.15 MI (0.24 KM) EAST AND SOUTH ALONG FIRST ST EAST FROM
 DE7883'JCT OF TH 1 (MAIN AVE) AND FIRST ST EAST, 31.9 FT (9.7 M) NE OF FIRST
 DE7883'ST EAST, 3.  7 FT (2.1 M) NW OF SE CORNER OF BRIDGE, 22.60 FT (6.89 M)
 DE7883'SE OF LIGHT POLE. DISK SET IN BRIDGE WHEN BUILT IN 1985 AND THEN
 DE7883'STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7884 ***********************************************************************
 DE7884  DESIGNATION -  5705 A 5
 DE7884  PID         -  DE7884
 DE7884  STATE/COUNTY-  MN/PENNINGTON
 DE7884  USGS QUAD   -  THIEF RIVER FALLS (1976)
 DE7884
 DE7884                         *CURRENT SURVEY CONTROL
 DE7884  ___________________________________________________________________
 DE7884* NAD 83(1986)-  48 07 01.     (N)    096 10 41.     (W)     SCALED    
 DE7884* NAVD 88     -       344.894  (meters)    1131.54   (feet)  ADJUSTED  
 DE7884  ___________________________________________________________________
 DE7884  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DE7884  DYNAMIC HT  -         344.961 (meters)    1131.76  (feet)  COMP
 DE7884  MODELED GRAV-     980,796.2   (mgal)                       NAVD 88
 DE7884
 DE7884  VERT ORDER  -  SECOND    CLASS I
 DE7884
 DE7884.The horizontal coordinates were scaled from a topographic map and have
 DE7884.an estimated accuracy of +/- 6 seconds.
 DE7884
 DE7884.The orthometric height was determined by differential leveling
 DE7884.and adjusted by the National Geodetic Survey in April 2004..
 DE7884.No vertical observational check was made to the station.
 DE7884
 DE7884.The geoid height was determined by GEOID03.
 DE7884
 DE7884.The dynamic height is computed by dividing the NAVD 88
 DE7884.geopotential number by the normal gravity value computed on the
 DE7884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7884.degrees latitude (g = 980.6199 gals.).
 DE7884
 DE7884.The modeled gravity was interpolated from observed gravity values.
 DE7884
 DE7884;                    North         East    Units  Estimated Accuracy
 DE7884;SPC MN N     -   284,330.      570,900.      MT  (+/- 180 meters Scaled)
 DE7884
 DE7884                          SUPERSEDED SURVEY CONTROL
 DE7884
 DE7884.No superseded survey control is available for this station.
 DE7884
 DE7884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU100331(NAD 83)
 DE7884_MARKER: DV = VERTICAL CONTROL DISK
 DE7884_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7884_SP_SET: BRIDGE ABUTMENT
 DE7884_STAMPING: 5705 A5 1998
 DE7884_MARK LOGO: MNDT  
 DE7884_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7884+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1998
 DE7884
 DE7884  HISTORY     - Date     Condition        Report By
 DE7884  HISTORY     - 1985     MONUMENTED       MNDT
 DE7884  HISTORY     - 19980127 GOOD             MNDT
 DE7884
 DE7884                          STATION DESCRIPTION
 DE7884
 DE7884'DESCRIBED BY MN DEPT OF TRANSP 1998
 DE7884'IN THIEF RIVER FALLS, IN ABUTMENT AT NE CORNER OF BRIDGE NO 6613 OVER
 DE7884'RED RIVER, 0.12 MI (0.19 KM) EAST AND SOUTH ALONG FIRST ST EAST FROM
 DE7884'JCT OF TH 1 (MAIN AVE) AND FIRST ST EAST, 32.5 FT (9.9 M) NE OF FIRST
 DE7884'ST EAST, 2.  0 FT (0.0 CM) SE OF NE CORNER OF BRIDGE. DISK SET IN
 DE7884'BRIDGE WHEN BUILT IN 1985 AND THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD0116 ***********************************************************************
 TD0116  DESIGNATION -  5705 D
 TD0116  PID         -  TD0116
 TD0116  STATE/COUNTY-  MN/PENNINGTON
 TD0116  USGS QUAD   -  THIEF RIVER FALLS (1976)
 TD0116
 TD0116                         *CURRENT SURVEY CONTROL
 TD0116  ___________________________________________________________________
 TD0116* NAD 83(1986)-  48 06 46.     (N)    096 09 14.     (W)     SCALED    
 TD0116* NAVD 88     -       343.184  (meters)    1125.93   (feet)  ADJUSTED  
 TD0116  ___________________________________________________________________
 TD0116  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 TD0116  DYNAMIC HT  -         343.251 (meters)    1126.15  (feet)  COMP
 TD0116  MODELED GRAV-     980,798.2   (mgal)                       NAVD 88
 TD0116
 TD0116  VERT ORDER  -  SECOND    CLASS I
 TD0116
 TD0116.The horizontal coordinates were scaled from a topographic map and have
 TD0116.an estimated accuracy of +/- 6 seconds.
 TD0116
 TD0116.The orthometric height was determined by differential leveling
 TD0116.and adjusted by the National Geodetic Survey in June 1991..
 TD0116
 TD0116.The geoid height was determined by GEOID03.
 TD0116
 TD0116.The dynamic height is computed by dividing the NAVD 88
 TD0116.geopotential number by the normal gravity value computed on the
 TD0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0116.degrees latitude (g = 980.6199 gals.).
 TD0116
 TD0116.The modeled gravity was interpolated from observed gravity values.
 TD0116
 TD0116;                    North         East    Units  Estimated Accuracy
 TD0116;SPC MN N     -   283,790.      572,680.      MT  (+/- 180 meters Scaled)
 TD0116
 TD0116                          SUPERSEDED SURVEY CONTROL
 TD0116
 TD0116  NGVD 29 (??/??/92)  342.782  (m)         1124.61   (f) ADJ UNCH    2 1
 TD0116
 TD0116.Superseded values are not recommended for survey control.
 TD0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0116.See file dsdata.txt to determine how the superseded data were derived.
 TD0116
 TD0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU118327(NAD 83)
 TD0116_MARKER: DD = SURVEY DISK
 TD0116_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0116_SP_SET: 17 FT
 TD0116_STAMPING: 5705 D 1977
 TD0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0116
 TD0116  HISTORY     - Date     Condition        Report By
 TD0116  HISTORY     - 1977     MONUMENTED       MNDT
 TD0116
 TD0116                          STATION DESCRIPTION
 TD0116
 TD0116'DESCRIBED BY MN DEPT OF TRANSP 1977
 TD0116'1.35 MI ESE FROM THIEF RIVER FALLS.
 TD0116'THE MARK IS LOCATED AT TRUNK HIGHWAY 59 MILEPOST 357.0 WHICH IS 1.5
 TD0116'MILES SOUTHWEST ALONG T.H. 59 FROM THE JUNCTION OF T.H. 59 AND 32, AND
 TD0116'1.7 MILES NORTHWEST ALONG T.H. 59 FROM THE JUNCTION OF T.H. 59 AND
 TD0116'COUNTY ROAD 61.  IT IS ABOUT 300 FEET NORTH OF THE CENTERLINE OF T.H.
 TD0116'59, 36 FEET EAST OF THE CENTERLINE OF SHERWOOD AVENUE SOUTH, 77.8 FEET
 TD0116'EAST-NORTHEAST OF A POWER POLE WITH TRANSFORMERS, 40.6 FEET
 TD0116'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE PARKING LOT AT AN
 TD0116'A AND W DRIVE-IN, 20.6 FEET SOUTHEAST OF THE SOUTH END OF A 15 INCH
 TD0116'CORRUGATED METAL PIPE UNDER A DRIVEWAY EAST, 1.5 FEET SOUTH OF A POWER
 TD0116'POLE, AND 0.5 FEET SOUTH OF A STEEL WITNESS POST.  IT IS A MINNESOTA
 TD0116'HIGHWAY DEPARTMENT VERTICAL CONTROL MARK DISK CRIMPED TO THE TOP OF A
 TD0116'5/8 INCH COPPER COATED STEEL ROD DRIVEN 17 FEET AND FLUSH WITH THE
 TD0116'GROUND.  SW 1/4 SECTION 35, T 154N, R 43W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD0117 ***********************************************************************
 TD0117  DESIGNATION -  5705 E
 TD0117  PID         -  TD0117
 TD0117  STATE/COUNTY-  MN/PENNINGTON
 TD0117  USGS QUAD   -  THIEF RIVER FALLS (1976)
 TD0117
 TD0117                         *CURRENT SURVEY CONTROL
 TD0117  ___________________________________________________________________
 TD0117* NAD 83(1986)-  48 06 17.     (N)    096 08 39.     (W)     SCALED    
 TD0117* NAVD 88     -       344.556  (meters)    1130.43   (feet)  ADJUSTED  
 TD0117  ___________________________________________________________________
 TD0117  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 TD0117  DYNAMIC HT  -         344.624 (meters)    1130.65  (feet)  COMP
 TD0117  MODELED GRAV-     980,798.5   (mgal)                       NAVD 88
 TD0117
 TD0117  VERT ORDER  -  SECOND    CLASS I
 TD0117
 TD0117.The horizontal coordinates were scaled from a topographic map and have
 TD0117.an estimated accuracy of +/- 6 seconds.
 TD0117
 TD0117.The orthometric height was determined by differential leveling
 TD0117.and adjusted by the National Geodetic Survey in June 1991..
 TD0117
 TD0117.The geoid height was determined by GEOID03.
 TD0117
 TD0117.The dynamic height is computed by dividing the NAVD 88
 TD0117.geopotential number by the normal gravity value computed on the
 TD0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0117.degrees latitude (g = 980.6199 gals.).
 TD0117
 TD0117.The modeled gravity was interpolated from observed gravity values.
 TD0117
 TD0117;                    North         East    Units  Estimated Accuracy
 TD0117;SPC MN N     -   282,870.      573,370.      MT  (+/- 180 meters Scaled)
 TD0117
 TD0117                          SUPERSEDED SURVEY CONTROL
 TD0117
 TD0117  NGVD 29 (??/??/92)  344.156  (m)         1129.12   (f) ADJ UNCH    2 1
 TD0117
 TD0117.Superseded values are not recommended for survey control.
 TD0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0117.See file dsdata.txt to determine how the superseded data were derived.
 TD0117
 TD0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU125318(NAD 83)
 TD0117_MARKER: DD = SURVEY DISK
 TD0117_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0117_SP_SET: 18 FT
 TD0117_STAMPING: 5705 E 1977
 TD0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0117
 TD0117  HISTORY     - Date     Condition        Report By
 TD0117  HISTORY     - 1977     MONUMENTED       MNDT
 TD0117
 TD0117                          STATION DESCRIPTION
 TD0117
 TD0117'DESCRIBED BY MN DEPT OF TRANSP 1977
 TD0117'2.0 MI SE FROM THIEF RIVER FALLS.
 TD0117'THE MARK IS LOCATED 2.2 MILES SOUTHEAST ALONG T.H. 59 FROM THE
 TD0117'JUNCTION OF T.H. 59 AND T.H. 32 IN THIEF RIVER FALLS, AT T.H. 59
 TD0117'MILEPOINT 356.3.  IT IS 95.2 FEET NORTHEAST OF AND ABOUT LEVEL WITH
 TD0117'THE CENTERLINE OF T.H. 59, 34 FEET NORTH OF THE CENTER OF AN EAST-WEST
 TD0117'TOWNSHIP ROAD, 58.8 FEET EAST OF THE NORTHWEST END OF AN 18 INCH
 TD0117'CORRUGATED METAL PIPE UNDER THE TOWNSHIP ROAD, 81.0 FEET NORTH OF A
 TD0117'BURIED CABLE MARKER (NO. 610-1), 7.2 FEET EAST OF A POWER LINE GUY
 TD0117'POLE, AND 0.7 FEET SOUTHWEST OF A STEEL WITNESS POST.  IT IS A
 TD0117'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MARK DISK CRIMPED TO THE
 TD0117'TOP OF A 5/8 INCH COPPER COATED STEEL ROD DRIVEN 18 FEET AND FLUSH
 TD0117'WITH THE GROUND.  NW 1/4 SECTION 2, T 153N, R 43W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD0122 ***********************************************************************
 TD0122  DESIGNATION -  5705 F
 TD0122  PID         -  TD0122
 TD0122  STATE/COUNTY-  MN/PENNINGTON
 TD0122  USGS QUAD   -  HAZEL (1976)
 TD0122
 TD0122                         *CURRENT SURVEY CONTROL
 TD0122  ___________________________________________________________________
 TD0122* NAD 83(1986)-  48 05 04.     (N)    096 07 16.     (W)     SCALED    
 TD0122* NAVD 88     -       344.750  (meters)    1131.07   (feet)  ADJUSTED  
 TD0122  ___________________________________________________________________
 TD0122  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 TD0122  DYNAMIC HT  -         344.818 (meters)    1131.29  (feet)  COMP
 TD0122  MODELED GRAV-     980,799.0   (mgal)                       NAVD 88
 TD0122
 TD0122  VERT ORDER  -  SECOND    CLASS I
 TD0122
 TD0122.The horizontal coordinates were scaled from a topographic map and have
 TD0122.an estimated accuracy of +/- 6 seconds.
 TD0122
 TD0122.The orthometric height was determined by differential leveling
 TD0122.and adjusted by the National Geodetic Survey in June 1991..
 TD0122
 TD0122.The geoid height was determined by GEOID03.
 TD0122
 TD0122.The dynamic height is computed by dividing the NAVD 88
 TD0122.geopotential number by the normal gravity value computed on the
 TD0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0122.degrees latitude (g = 980.6199 gals.).
 TD0122
 TD0122.The modeled gravity was interpolated from observed gravity values.
 TD0122
 TD0122;                    North         East    Units  Estimated Accuracy
 TD0122;SPC MN N     -   280,550.      574,990.      MT  (+/- 180 meters Scaled)
 TD0122
 TD0122                          SUPERSEDED SURVEY CONTROL
 TD0122
 TD0122  NGVD 29 (??/??/92)  344.353  (m)         1129.76   (f) ADJ UNCH    2 1
 TD0122
 TD0122.Superseded values are not recommended for survey control.
 TD0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0122.See file dsdata.txt to determine how the superseded data were derived.
 TD0122
 TD0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU143296(NAD 83)
 TD0122_MARKER: DD = SURVEY DISK
 TD0122_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0122_SP_SET: 16 FT
 TD0122_STAMPING: 5705 F 1977
 TD0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0122
 TD0122  HISTORY     - Date     Condition        Report By
 TD0122  HISTORY     - 1977     MONUMENTED       MNDT
 TD0122
 TD0122                          STATION DESCRIPTION
 TD0122
 TD0122'DESCRIBED BY MN DEPT OF TRANSP 1977
 TD0122'3.5 MI SE FROM THIEF RIVER FALLS.
 TD0122'THE MARK IS LOCATED 4 MILES SOUTHEAST ALONG T.H. 59 FROM THE JUNCTION
 TD0122'OF T.H. 59 AND T.H. 32 IN THIEF RIVER FALLS, ABOUT 0.55 MILES
 TD0122'NORTHWEST OF THE INTERSECTION OF COUNTY ROADS 7 AND 57 AND T.H. 59, AT
 TD0122'T.H. 59 MILEPOINT 354.55.  IT IS 94.0 FEET SOUTHWEST OF AND ABOUT 3
 TD0122'FEET LOWER THAN THE CENTERLINE OF T.H. 59, 50.7 FEET SOUTHWEST OF THE
 TD0122'SOUTHEAST END OF AN 18 INCH METAL CULVERT UNDER A FIELD ENTRANCE
 TD0122'SOUTHWEST, 34.2 FEET NORTH-NORTHWEST OF A STEEL RIGHT-OF-WAY SIGN
 TD0122'POST, AND 0.5 FEET NORTHEAST OF A STEEL WITNESS POST.  IT IS A
 TD0122'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MARK DISK CRIMPED TO THE
 TD0122'TOP OF A 5/8 INCH COPPER COATED STEEL ROD DRIVEN 16 FEET AND FLUSH
 TD0122'WITH THE GROUND.  SE 1/4 SECTION 12, T 153N, R 43W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD0127 ***********************************************************************
 TD0127  DESIGNATION -  5705 G
 TD0127  PID         -  TD0127
 TD0127  STATE/COUNTY-  MN/PENNINGTON
 TD0127  USGS QUAD   -  HAZEL (1976)
 TD0127
 TD0127                         *CURRENT SURVEY CONTROL
 TD0127  ___________________________________________________________________
 TD0127* NAD 83(1986)-  48 03 47.     (N)    096 05 25.     (W)     SCALED    
 TD0127* NAVD 88     -       344.865  (meters)    1131.44   (feet)  ADJUSTED  
 TD0127  ___________________________________________________________________
 TD0127  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 TD0127  DYNAMIC HT  -         344.933 (meters)    1131.67  (feet)  COMP
 TD0127  MODELED GRAV-     980,799.6   (mgal)                       NAVD 88
 TD0127
 TD0127  VERT ORDER  -  SECOND    CLASS I
 TD0127
 TD0127.The horizontal coordinates were scaled from a topographic map and have
 TD0127.an estimated accuracy of +/- 6 seconds.
 TD0127
 TD0127.The orthometric height was determined by differential leveling
 TD0127.and adjusted by the National Geodetic Survey in July 2004..
 TD0127.No vertical observational check was made to the station.
 TD0127
 TD0127.The geoid height was determined by GEOID03.
 TD0127
 TD0127.The dynamic height is computed by dividing the NAVD 88
 TD0127.geopotential number by the normal gravity value computed on the
 TD0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0127.degrees latitude (g = 980.6199 gals.).
 TD0127
 TD0127.The modeled gravity was interpolated from observed gravity values.
 TD0127
 TD0127;                    North         East    Units  Estimated Accuracy
 TD0127;SPC MN N     -   278,080.      577,200.      MT  (+/- 180 meters Scaled)
 TD0127
 TD0127                          SUPERSEDED SURVEY CONTROL
 TD0127
 TD0127  NAVD 88 (06/15/91)  344.852  (m)         1131.40   (f) UNKNOWN     2 1
 TD0127  NGVD 29 (??/??/92)  344.459  (m)         1130.11   (f) ADJ UNCH    2 1
 TD0127
 TD0127.Superseded values are not recommended for survey control.
 TD0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0127.See file dsdata.txt to determine how the superseded data were derived.
 TD0127
 TD0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU167274(NAD 83)
 TD0127_MARKER: DD = SURVEY DISK
 TD0127_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0127_SP_SET: 16 FT
 TD0127_STAMPING: 5705 G 1977
 TD0127_MARK LOGO: MNDT  
 TD0127_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TD0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TD0127+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2003
 TD0127
 TD0127  HISTORY     - Date     Condition        Report By
 TD0127  HISTORY     - 1977     MONUMENTED       MNDT
 TD0127  HISTORY     - 20030630 GOOD             MNDT
 TD0127
 TD0127                          STATION DESCRIPTION
 TD0127
 TD0127'DESCRIBED BY MN DEPT OF TRANSP 1977
 TD0127'6 MI SE FROM THIEF RIVER FALLS.
 TD0127'THE MARK IS LOCATED 6.0 MILES SOUTHEAST ALONG T.H. 59 FROM THE
 TD0127'JUNCTION OF T.H. 59 AND T.H. 32 IN THIEF RIVER FALLS, AT THE
 TD0127'INTERSECTION OF T.H. 59 AND COUNTY ROAD 59 AT T.H. 59 MILEPOINT
 TD0127'352.55.  IT IS 247.6 FEET NORTHEAST OF AND ABOUT 2 FEET LOWER THAN THE
 TD0127'CENTERLINE OF T.H. 59, 48 FEET SOUTH OF AND LEVEL WITH THE CENTER OF
 TD0127'COUNTY ROAD 59, 199 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 1.8
 TD0127'FEET WEST OF A POWER POLE, AND 0.5 FEET WEST OF A STEEL WITNESS POST.
 TD0127'IT IS A MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MARK DISK
 TD0127'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED STEEL ROD DRIVEN 16
 TD0127'FEET AND FLUSH WITH THE GROUND.  NE 1/4 SECTION 19, T 153N, R 42W.
 TD0127
 TD0127                          STATION RECOVERY (2003)
 TD0127
 TD0127'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 TD0127'THE MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD0131 ***********************************************************************
 TD0131  DESIGNATION -  5705 H
 TD0131  PID         -  TD0131
 TD0131  STATE/COUNTY-  MN/PENNINGTON
 TD0131  USGS QUAD   -  HAZEL (1976)
 TD0131
 TD0131                         *CURRENT SURVEY CONTROL
 TD0131  ___________________________________________________________________
 TD0131* NAD 83(1986)-  48 02 54.     (N)    096 04 28.     (W)     SCALED    
 TD0131* NAVD 88     -       344.914  (meters)    1131.61   (feet)  ADJUSTED  
 TD0131  ___________________________________________________________________
 TD0131  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 TD0131  DYNAMIC HT  -         344.982 (meters)    1131.83  (feet)  COMP
 TD0131  MODELED GRAV-     980,798.5   (mgal)                       NAVD 88
 TD0131
 TD0131  VERT ORDER  -  SECOND    CLASS I
 TD0131
 TD0131.The horizontal coordinates were scaled from a topographic map and have
 TD0131.an estimated accuracy of +/- 6 seconds.
 TD0131
 TD0131.The orthometric height was determined by differential leveling
 TD0131.and adjusted by the National Geodetic Survey in June 1991..
 TD0131
 TD0131.Photographs are available for this station.
 TD0131
 TD0131.The geoid height was determined by GEOID03.
 TD0131
 TD0131.The dynamic height is computed by dividing the NAVD 88
 TD0131.geopotential number by the normal gravity value computed on the
 TD0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0131.degrees latitude (g = 980.6199 gals.).
 TD0131
 TD0131.The modeled gravity was interpolated from observed gravity values.
 TD0131
 TD0131;                    North         East    Units  Estimated Accuracy
 TD0131;SPC MN N     -   276,400.      578,310.      MT  (+/- 180 meters Scaled)
 TD0131
 TD0131                          SUPERSEDED SURVEY CONTROL
 TD0131
 TD0131  NGVD 29 (??/??/92)  344.523  (m)         1130.32   (f) ADJ UNCH    2 1
 TD0131
 TD0131.Superseded values are not recommended for survey control.
 TD0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0131.See file dsdata.txt to determine how the superseded data were derived.
 TD0131
 TD0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU180258(NAD 83)
 TD0131_MARKER: DV = VERTICAL CONTROL DISK
 TD0131_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0131_SP_SET: 15 FT
 TD0131_STAMPING: 5705 H 1977
 TD0131_MARK LOGO: MNHD  
 TD0131_PROJECTION: FLUSH
 TD0131_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TD0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TD0131+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 TD0131_ROD/PIPE-DEPTH:  4.6 meters
 TD0131
 TD0131  HISTORY     - Date     Condition        Report By
 TD0131  HISTORY     - 1977     MONUMENTED       MNDT
 TD0131  HISTORY     - 20030630 GOOD             MNDT
 TD0131  HISTORY     - 20040628 GOOD             MNDT
 TD0131
 TD0131                          STATION DESCRIPTION
 TD0131
 TD0131'DESCRIBED BY MN DEPT OF TRANSP 1977
 TD0131'7.2 MI SE FROM THIEF RIVER FALLS.
 TD0131'THE MARK IS LOCATED 7.2 MILES SOUTHEAST ALONG T.H. 59 FROM THE
 TD0131'JUNCTION OF T.H. 59 AND T.H. 32 IN THIEF RIVER FALLS, AT THE
 TD0131'INTERSECTION OF T.H. 59 AND COUNTY ROAD 58, AT T.H. 59 MILEPOINT
 TD0131'351.25.  IT IS 298 FEET SOUTHWEST OF THE CENTERLINE OF T.H. 59, 54
 TD0131'FEET SOUTH OF AND ABOUT 2 FEET LOWER THAN THE CENTER OF A TOWNSHIP
 TD0131'ROAD, 32 FEET EAST OF THE CENTER OF A DRIVEWAY SOUTH, 27.7 FEET
 TD0131'SOUTH-SOUTHEAST OF THE EAST END OF A 15 INCH METAL CULVERT UNDER THE
 TD0131'DRIVEWAY, 26.0 FEET NORTHEAST OF A 12 INCH OAK, 33.7 FEET
 TD0131'WEST-SOUTHWEST OF AN 18 INCH OAK, 1.2 FEET NORTH OF A 6 INCH SQUARE
 TD0131'WOODEN CORNER FENCE POST, AND 0.5 FEET NORTH OF A STEEL WITNESS POST.
 TD0131'IT IS A MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MARK DISK
 TD0131'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED STEEL ROD DRIVEN 15
 TD0131'FEET AND FLUSH WITH THE GROUND.  NE 1/4 SECTION 29, T 153N, R 42W.
 TD0131
 TD0131                          STATION RECOVERY (2003)
 TD0131
 TD0131'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 TD0131'THE MARK WAS RECOVERED IN GOOD CONDITION.
 TD0131
 TD0131                          STATION RECOVERY (2004)
 TD0131
 TD0131'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 TD0131'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD0137 ***********************************************************************
 TD0137  DESIGNATION -  5705 J
 TD0137  PID         -  TD0137
 TD0137  STATE/COUNTY-  MN/PENNINGTON
 TD0137  USGS QUAD   -  HAZEL (1976)
 TD0137
 TD0137                         *CURRENT SURVEY CONTROL
 TD0137  ___________________________________________________________________
 TD0137* NAD 83(1986)-  48 01 11.     (N)    096 03 17.     (W)     SCALED    
 TD0137* NAVD 88     -       344.444  (meters)    1130.06   (feet)  ADJUSTED  
 TD0137  ___________________________________________________________________
 TD0137  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 TD0137  DYNAMIC HT  -         344.510 (meters)    1130.28  (feet)  COMP
 TD0137  MODELED GRAV-     980,794.0   (mgal)                       NAVD 88
 TD0137
 TD0137  VERT ORDER  -  SECOND    CLASS I
 TD0137
 TD0137.The horizontal coordinates were scaled from a topographic map and have
 TD0137.an estimated accuracy of +/- 6 seconds.
 TD0137
 TD0137.The orthometric height was determined by differential leveling
 TD0137.and adjusted by the National Geodetic Survey in June 1991..
 TD0137
 TD0137.Photographs are available for this station.
 TD0137
 TD0137.The geoid height was determined by GEOID03.
 TD0137
 TD0137.The dynamic height is computed by dividing the NAVD 88
 TD0137.geopotential number by the normal gravity value computed on the
 TD0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0137.degrees latitude (g = 980.6199 gals.).
 TD0137
 TD0137.The modeled gravity was interpolated from observed gravity values.
 TD0137
 TD0137;                    North         East    Units  Estimated Accuracy
 TD0137;SPC MN N     -   273,170.      579,660.      MT  (+/- 180 meters Scaled)
 TD0137
 TD0137                          SUPERSEDED SURVEY CONTROL
 TD0137
 TD0137  NGVD 29 (??/??/92)  344.056  (m)         1128.79   (f) ADJ UNCH    2 1
 TD0137
 TD0137.Superseded values are not recommended for survey control.
 TD0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0137.See file dsdata.txt to determine how the superseded data were derived.
 TD0137
 TD0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU196226(NAD 83)
 TD0137_MARKER: DV = VERTICAL CONTROL DISK
 TD0137_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0137_SP_SET: 20 FT
 TD0137_STAMPING: 5705 J 1977
 TD0137_MARK LOGO: MNHD  
 TD0137_PROJECTION: PROJECTING 5 CENTIMETERS
 TD0137_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 TD0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD0137+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 TD0137
 TD0137  HISTORY     - Date     Condition        Report By
 TD0137  HISTORY     - 1977     MONUMENTED       MNDT
 TD0137  HISTORY     - 20030722 GOOD             MNDT
 TD0137
 TD0137                          STATION DESCRIPTION
 TD0137
 TD0137'DESCRIBED BY MN DEPT OF TRANSP 1977
 TD0137'9 MI N FROM PLUMMER.
 TD0137'THE MARK IS LOCATED 9.0 MILES NORTH ALONG T.H. 59 FROM THE
 TD0137'INTERSECTION OF T.H. 59 AND COUNTY ROAD 3 WHICH IS AT THE SOUTH EDGE
 TD0137'OF PLUMMER, AND T.H. 59 MILEPOINT 348.95. THIS MARK IS ALSO 9.5 MILES
 TD0137'SOUTH ALONG T.H. 59 FROM THE JUNCTION OF T.H. 59 AND T.H. 32 IN THIEF
 TD0137'RIVER FALLS AND 7.2 MILES EAST ALONG COUNTY ROAD 3 FROM THE
 TD0137'INTERSECTION OF COUNTY ROAD 3 AND T.H. 32 IN ST. HILAIRE. IT IS 330.5
 TD0137'FEET WEST OF THE CENTERLINE OF T.H. 59, 64.6 FEET NORTH OF AND 3 FEET
 TD0137'LOWER THAN THE CENTERLINE OF COUNTY ROAD 3, 19.4 FEET NORTH-NORTHWEST
 TD0137'OF THE WEST END OF A 36 INCH METAL CULVERT UNDER A FIELD ENTRANCE
 TD0137'NORTH, 60.3 FEET WEST OF TELEPHONE POLE NO. 394 AND BURIED CABLE
 TD0137'MARKER NO. 26, 1.6 FEET EAST OF A TELEPHONE POLE, AND 0.5 FEET EAST OF
 TD0137'A STEEL WITNESS POST. IT IS A MINNESOTA HIGHWAY DEPARTMENT VERTICAL
 TD0137'CONTROL MARK DISK CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED STEEL
 TD0137'ROD DRIVEN 20 FEET AND FLUSH WITH THE GROUND. SE 1/4 SECTION 33, T
 TD0137'153N, R 42W.
 TD0137
 TD0137                          STATION RECOVERY (2003)
 TD0137
 TD0137'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 TD0137'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0040 ***********************************************************************
 SL0040  DESIGNATION -  5705 K
 SL0040  PID         -  SL0040
 SL0040  STATE/COUNTY-  MN/PENNINGTON
 SL0040  USGS QUAD   -  PLUMMER (1964)
 SL0040
 SL0040                         *CURRENT SURVEY CONTROL
 SL0040  ___________________________________________________________________
 SL0040* NAD 83(1986)-  47 59 36.     (N)    096 03 19.     (W)     SCALED    
 SL0040* NAVD 88     -       342.097  (meters)    1122.36   (feet)  ADJUSTED  
 SL0040  ___________________________________________________________________
 SL0040  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 SL0040  DYNAMIC HT  -         342.162 (meters)    1122.58  (feet)  COMP
 SL0040  MODELED GRAV-     980,790.5   (mgal)                       NAVD 88
 SL0040
 SL0040  VERT ORDER  -  SECOND    CLASS I
 SL0040
 SL0040.The horizontal coordinates were scaled from a topographic map and have
 SL0040.an estimated accuracy of +/- 6 seconds.
 SL0040
 SL0040.The orthometric height was determined by differential leveling
 SL0040.and adjusted by the National Geodetic Survey in June 1991..
 SL0040
 SL0040.The geoid height was determined by GEOID03.
 SL0040
 SL0040.The dynamic height is computed by dividing the NAVD 88
 SL0040.geopotential number by the normal gravity value computed on the
 SL0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0040.degrees latitude (g = 980.6199 gals.).
 SL0040
 SL0040.The modeled gravity was interpolated from observed gravity values.
 SL0040
 SL0040;                    North         East    Units  Estimated Accuracy
 SL0040;SPC MN N     -   270,240.      579,510.      MT  (+/- 180 meters Scaled)
 SL0040
 SL0040                          SUPERSEDED SURVEY CONTROL
 SL0040
 SL0040  NGVD 29 (??/??/92)  341.712  (m)         1121.10   (f) ADJ UNCH    2 1
 SL0040
 SL0040.Superseded values are not recommended for survey control.
 SL0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0040.See file dsdata.txt to determine how the superseded data were derived.
 SL0040
 SL0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQU196197(NAD 83)
 SL0040_MARKER: DD = SURVEY DISK
 SL0040_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0040_SP_SET: 2 INCHES
 SL0040_STAMPING: 5705 K 1977
 SL0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0040
 SL0040  HISTORY     - Date     Condition        Report By
 SL0040  HISTORY     - 1977     MONUMENTED       MNDT
 SL0040
 SL0040                          STATION DESCRIPTION
 SL0040
 SL0040'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0040'5.75 MI NNW FROM PLUMMER.
 SL0040'THE MARK IS LOCATED AT TRUNK HIGHWAY 59 MILEPOST 347.15 WHICH IS 6.25
 SL0040'MILES NORTHWEST THEN NORTH ALONG TRUNK HIGHWAY 59 AND COUNTY ROAD 1
 SL0040'SOUTH OF PLUMMER.  IT IS 114 FEET WEST OF THE CENTERLINE OF TRUNK
 SL0040'HIGHWAY 59, 1.8 FEET EAST OF A POWER POLE, 18.7 FEET NORTH-NORTHWEST
 SL0040'OF A PENNINGTON COUNTY ROAD 2 SIGN POST, 38 FEET NORTH OF THE CENTER
 SL0040'OF COUNTY ROAD 2, 39.5 FEET WEST-SOUTHWEST OF A RIGHT OF WAY SIGN
 SL0040'POST, AND 8.2 FEET WEST-SOUTHWEST OF THE WEST END OF A 36 INCH
 SL0040'CONCRETE PIPE CULVERT.  IT IS STANDARD MINNESOTA HIGHWAY DEPARTMENT
 SL0040'VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO THE TOP OF A 1/2 INCH
 SL0040'DIAMETER BY 12 FEET COPPER CLAD STEEL ROD DRIVEN INTO THE GROUND TO
 SL0040'REFUSAL WHICH IS PROJECTING 2 INCHES ABOVE THE GROUND, ABOUT 4 FEET
 SL0040'BELOW THE LEVEL OF THE CENTER OF COUNTY ROAD 2, AND 0.6 FOOT EAST OF A
 SL0040'STEEL WITNESS POST.  SE 1/4 SECTION 8, T 152N, R 42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0041 ***********************************************************************
 SL0041  DESIGNATION -  5705 L
 SL0041  PID         -  SL0041
 SL0041  STATE/COUNTY-  MN/PENNINGTON
 SL0041  USGS QUAD   -  PLUMMER (1964)
 SL0041
 SL0041                         *CURRENT SURVEY CONTROL
 SL0041  ___________________________________________________________________
 SL0041* NAD 83(1986)-  47 58 42.     (N)    096 03 19.     (W)     SCALED    
 SL0041* NAVD 88     -       342.385  (meters)    1123.31   (feet)  ADJUSTED  
 SL0041  ___________________________________________________________________
 SL0041  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 SL0041  DYNAMIC HT  -         342.448 (meters)    1123.51  (feet)  COMP
 SL0041  MODELED GRAV-     980,787.3   (mgal)                       NAVD 88
 SL0041
 SL0041  VERT ORDER  -  SECOND    CLASS I
 SL0041
 SL0041.The horizontal coordinates were scaled from a topographic map and have
 SL0041.an estimated accuracy of +/- 6 seconds.
 SL0041
 SL0041.The orthometric height was determined by differential leveling
 SL0041.and adjusted by the National Geodetic Survey in June 1991..
 SL0041
 SL0041.The geoid height was determined by GEOID03.
 SL0041
 SL0041.The dynamic height is computed by dividing the NAVD 88
 SL0041.geopotential number by the normal gravity value computed on the
 SL0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0041.degrees latitude (g = 980.6199 gals.).
 SL0041
 SL0041.The modeled gravity was interpolated from observed gravity values.
 SL0041
 SL0041;                    North         East    Units  Estimated Accuracy
 SL0041;SPC MN N     -   268,570.      579,440.      MT  (+/- 180 meters Scaled)
 SL0041
 SL0041                          SUPERSEDED SURVEY CONTROL
 SL0041
 SL0041  NGVD 29 (??/??/92)  342.001  (m)         1122.05   (f) ADJ UNCH    2 1
 SL0041
 SL0041.Superseded values are not recommended for survey control.
 SL0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0041.See file dsdata.txt to determine how the superseded data were derived.
 SL0041
 SL0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQU197180(NAD 83)
 SL0041_MARKER: DD = SURVEY DISK
 SL0041_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0041_SP_SET: 4 INCHES
 SL0041_STAMPING: 5705 L 1977
 SL0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0041
 SL0041  HISTORY     - Date     Condition        Report By
 SL0041  HISTORY     - 1977     MONUMENTED       MNDT
 SL0041
 SL0041                          STATION DESCRIPTION
 SL0041
 SL0041'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0041'4.75 MI NNW FROM PLUMMER.
 SL0041'THE MARK IS LOCATED AT TRUNK HIGHWAY 59 MILEPOST 346.20 WHICH IS 5.25
 SL0041'MILES NORTHWEST THEN NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF
 SL0041'TRUNK HIGHWAY 59 AND COUNTY ROAD 1 SOUTH OF PLUMMER.  IT IS 42.7 FEET
 SL0041'WEST OF THE CENTERLINE OF TRUNK HIGHWAY 59, 1.0 FOOT NORTH OF AN
 SL0041'EAST-WEST FENCELINE (NORTH FENCELINE OF THE CLEARWATER LUTHERAN CHURCH
 SL0041'YARD), 3.5 FEET WEST OF A POWER POLE WITH GUY WIRE, 10.0 FEET WEST OF
 SL0041'A RIGHT OF WAY SIGN POST, AND 109 FEET NORTH-NORTHEAST OF THE
 SL0041'NORTHEAST CORNER OF THE EAST ENTRANCE OF THE CLEARWATER LUTHERAN
 SL0041'CHURCH BUILDING.  IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 SL0041'VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO THE TOP OF A 1/2 INCH
 SL0041'DIAMETER BY 16 FOOT COPPER CLAD STEEL ROD DRIVEN INTO THE GROUND TO
 SL0041'REFUSAL WHICH IS PROJECTING 4 INCHES ABOVE THE GROUND, ABOUT 3 FEET
 SL0041'BELOW THE CENTER OF TRUNK HIGHWAY 59, AND 0.5 FOOT EAST OF A STEEL
 SL0041'WITNESS POST.  SE 1/4 SECTION 17, T 152N, R 42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0042 ***********************************************************************
 SL0042  DESIGNATION -  5705 M
 SL0042  PID         -  SL0042
 SL0042  STATE/COUNTY-  MN/PENNINGTON
 SL0042  USGS QUAD   -  PLUMMER (1964)
 SL0042
 SL0042                         *CURRENT SURVEY CONTROL
 SL0042  ___________________________________________________________________
 SL0042* NAD 83(1986)-  47 57 48.     (N)    096 03 19.     (W)     SCALED    
 SL0042* NAVD 88     -       342.174  (meters)    1122.62   (feet)  ADJUSTED  
 SL0042  ___________________________________________________________________
 SL0042  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 SL0042  DYNAMIC HT  -         342.236 (meters)    1122.82  (feet)  COMP
 SL0042  MODELED GRAV-     980,784.2   (mgal)                       NAVD 88
 SL0042
 SL0042  VERT ORDER  -  SECOND    CLASS I
 SL0042
 SL0042.The horizontal coordinates were scaled from a topographic map and have
 SL0042.an estimated accuracy of +/- 6 seconds.
 SL0042
 SL0042.The orthometric height was determined by differential leveling
 SL0042.and adjusted by the National Geodetic Survey in June 1991..
 SL0042
 SL0042.The geoid height was determined by GEOID03.
 SL0042
 SL0042.The dynamic height is computed by dividing the NAVD 88
 SL0042.geopotential number by the normal gravity value computed on the
 SL0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0042.degrees latitude (g = 980.6199 gals.).
 SL0042
 SL0042.The modeled gravity was interpolated from observed gravity values.
 SL0042
 SL0042;                    North         East    Units  Estimated Accuracy
 SL0042;SPC MN N     -   266,900.      579,380.      MT  (+/- 180 meters Scaled)
 SL0042
 SL0042                          SUPERSEDED SURVEY CONTROL
 SL0042
 SL0042  NGVD 29 (??/??/92)  341.791  (m)         1121.36   (f) ADJ UNCH    2 1
 SL0042
 SL0042.Superseded values are not recommended for survey control.
 SL0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0042.See file dsdata.txt to determine how the superseded data were derived.
 SL0042
 SL0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQU198164(NAD 83)
 SL0042_MARKER: DD = SURVEY DISK
 SL0042_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SL0042_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SL0042_STAMPING: 5705 M 1977
 SL0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0042
 SL0042  HISTORY     - Date     Condition        Report By
 SL0042  HISTORY     - 1977     MONUMENTED       MNDT
 SL0042
 SL0042                          STATION DESCRIPTION
 SL0042
 SL0042'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0042'3.75 MI NW FROM PLUMMER.
 SL0042'THE MARK IS LOCATED AT TRUNK HIGHWAY 59 MILEPOST 345.15 WHICH IS 4.25
 SL0042'MILES NORTHWEST THEN NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF
 SL0042'TRUNK HIGHWAY 59 AND COUNTY ROAD 1 SOUTH OF PLUMMER.  IT IS 99.5 FEET
 SL0042'WEST OF THE CENTERLINE OF TRUNK HIGHWAY 59, 61 FEET NORTH OF THE
 SL0042'CENTER OF THE RED LAKE-PENNINGTON COUNTY LINE ROAD, 74.0 FEET
 SL0042'NORTHWEST OF THE NORTH END OF AN 18 INCH CORRUGATED METAL CULVERT
 SL0042'UNDER THE COUNTY LINE ROAD, 35.6 FEET NORTHWEST OF A RIGHT OF WAY SIGN
 SL0042'POST, 31.5 FEET NORTHWEST OF A POWER POLE, AND 2.5 FEET SOUTHEAST OF
 SL0042'POWER POLE NUMBERED 134.  IT IS A STANDARD MINNESOTA HIGHWAY
 SL0042'DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO THE TOP OF
 SL0042'A 1/2 INCH DIAMETER BY 16 FEET COPPER CLAD STEEL ROD DRIVEN IN TO THE
 SL0042'GROUND TO REFUSAL.  IT IS FLUSH WITH THE GROUND, ABOUT 3 FEET BELOW
 SL0042'THE LEVEL OF THE CENTER OF TRUNK HIGHWAY 59, AND 0.6 FEET SOUTHEAST OF
 SL0042'A STEEL WITNESS POST.  SE 1/4 SECTION 20, T 152N, R 42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7882 ***********************************************************************
 DE7882  DESIGNATION -  5705 N
 DE7882  PID         -  DE7882
 DE7882  STATE/COUNTY-  MN/PENNINGTON
 DE7882  USGS QUAD   -  THIEF RIVER FALLS (1976)
 DE7882
 DE7882                         *CURRENT SURVEY CONTROL
 DE7882  ___________________________________________________________________
 DE7882* NAD 83(1986)-  48 07 08.     (N)    096 10 27.     (W)     SCALED    
 DE7882* NAVD 88     -       343.931  (meters)    1128.38   (feet)  ADJUSTED  
 DE7882  ___________________________________________________________________
 DE7882  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DE7882  DYNAMIC HT  -         343.998 (meters)    1128.60  (feet)  COMP
 DE7882  MODELED GRAV-     980,796.7   (mgal)                       NAVD 88
 DE7882
 DE7882  VERT ORDER  -  SECOND    CLASS I
 DE7882
 DE7882.The horizontal coordinates were scaled from a topographic map and have
 DE7882.an estimated accuracy of +/- 6 seconds.
 DE7882
 DE7882.The orthometric height was determined by differential leveling
 DE7882.and adjusted by the National Geodetic Survey in April 2004..
 DE7882.No vertical observational check was made to the station.
 DE7882
 DE7882.The geoid height was determined by GEOID03.
 DE7882
 DE7882.The dynamic height is computed by dividing the NAVD 88
 DE7882.geopotential number by the normal gravity value computed on the
 DE7882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7882.degrees latitude (g = 980.6199 gals.).
 DE7882
 DE7882.The modeled gravity was interpolated from observed gravity values.
 DE7882
 DE7882;                    North         East    Units  Estimated Accuracy
 DE7882;SPC MN N     -   284,530.      571,200.      MT  (+/- 180 meters Scaled)
 DE7882
 DE7882                          SUPERSEDED SURVEY CONTROL
 DE7882
 DE7882.No superseded survey control is available for this station.
 DE7882
 DE7882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU103333(NAD 83)
 DE7882_MARKER: DV = VERTICAL CONTROL DISK
 DE7882_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE7882_SP_SET: BRIDGE SIDEWALK
 DE7882_STAMPING: 5705 N 1998
 DE7882_MARK LOGO: MNDT  
 DE7882_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7882+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1998
 DE7882
 DE7882  HISTORY     - Date     Condition        Report By
 DE7882  HISTORY     - 1985     MONUMENTED       MNDT
 DE7882  HISTORY     - 19980127 GOOD             MNDT
 DE7882
 DE7882                          STATION DESCRIPTION
 DE7882
 DE7882'DESCRIBED BY MN DEPT OF TRANSP 1998
 DE7882'IN THIEF RIVER FALLS, IN SIDEWALK AT SW CORNER OF BRIDGE NO 5327 OVER
 DE7882'RED LAKE RIVER, 0.3 MI (0.5 KM) EAST ALONG TH 59 FROM JCT OF TH 1 AND
 DE7882'TH 59, 32 FT (9.8 M) SOUTH OF TH 59, 1.0 FT (0.3 M) EAST OF WEST END
 DE7882'OF BRIDGE, 10.5 FT (3.2 M) EAST OF WEST END OF BRIDGE RAIL. DISK SET
 DE7882'IN BRIDGE WHEN BUILT IN 1985 AND THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CO7338 ***********************************************************************
 CO7338  DESIGNATION -  5707 A
 CO7338  PID         -  CO7338
 CO7338  STATE/COUNTY-  MN/PENNINGTON
 CO7338  USGS QUAD   -  GOODRIDGE (1972)
 CO7338
 CO7338                         *CURRENT SURVEY CONTROL
 CO7338  ___________________________________________________________________
 CO7338* NAD 83(1986)-  48 08 11.     (N)    095 48 34.     (W)     SCALED    
 CO7338* NAVD 88     -       356.834  (meters)    1170.71   (feet)  ADJUSTED  
 CO7338  ___________________________________________________________________
 CO7338  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 CO7338  DYNAMIC HT  -         356.914 (meters)    1170.98  (feet)  COMP
 CO7338  MODELED GRAV-     980,824.3   (mgal)                       NAVD 88
 CO7338
 CO7338  VERT ORDER  -  SECOND    CLASS I
 CO7338
 CO7338.The horizontal coordinates were scaled from a topographic map and have
 CO7338.an estimated accuracy of +/- 6 seconds.
 CO7338
 CO7338.The orthometric height was determined by differential leveling
 CO7338.and adjusted by the National Geodetic Survey in April 2004..
 CO7338
 CO7338.The geoid height was determined by GEOID03.
 CO7338
 CO7338.The dynamic height is computed by dividing the NAVD 88
 CO7338.geopotential number by the normal gravity value computed on the
 CO7338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO7338.degrees latitude (g = 980.6199 gals.).
 CO7338
 CO7338.The modeled gravity was interpolated from observed gravity values.
 CO7338
 CO7338;                    North         East    Units  Estimated Accuracy
 CO7338;SPC MN N     -   285,460.      598,400.      MT  (+/- 180 meters Scaled)
 CO7338
 CO7338                          SUPERSEDED SURVEY CONTROL
 CO7338
 CO7338.No superseded survey control is available for this station.
 CO7338
 CO7338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP909352(NAD 83)
 CO7338_MARKER: DB = BENCH MARK DISK
 CO7338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO7338_STAMPING: 5707 A 1954
 CO7338_MARK LOGO: MNDT  
 CO7338_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CO7338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO7338+STABILITY: SURFACE MOTION
 CO7338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO7338+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1998
 CO7338
 CO7338  HISTORY     - Date     Condition        Report By
 CO7338  HISTORY     - 1954     MONUMENTED       MNDT
 CO7338  HISTORY     - 19980328 GOOD             MNDT
 CO7338
 CO7338                          STATION DESCRIPTION
 CO7338
 CO7338'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 CO7338'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SOUTH OF GOODRIDGE, 1.0 MI
 CO7338'(1.6 KM) NORTH ON TH 219 FROM JCT OF TH 1 AND TH 219, 74 FT (22.6 M)
 CO7338'WEST OF TH 219, AT TH 219 STA 53+95, 113 FT (34.4 M) NORTH OF C O RD
 CO7338'63, 123.22 FT (37.56 M) NORTH OF STA GOODRIDGE, 155 FT (47.2 M) NORTH
 CO7338'OF TH 219 MILEPOST 1, 11 FT (3.4 M) NNE OF NE COR CABLE BOX, 2.0 FT
 CO7338'(0.6 M) EAST OF STEEL WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8645 ***********************************************************************
 AJ8645  DESIGNATION -  5707 B RESET
 AJ8645  PID         -  AJ8645
 AJ8645  STATE/COUNTY-  MN/PENNINGTON
 AJ8645  USGS QUAD   -  GOODRIDGE (1972)
 AJ8645
 AJ8645                         *CURRENT SURVEY CONTROL
 AJ8645  ___________________________________________________________________
 AJ8645* NAD 83(1996)-  48 09 02.35342(N)    095 48 33.95178(W)     ADJUSTED  
 AJ8645* NAVD 88     -       355.669  (meters)    1166.89   (feet)  ADJUSTED  
 AJ8645  ___________________________________________________________________
 AJ8645  X           -    -431,549.031 (meters)                     COMP
 AJ8645  Y           -  -4,241,576.604 (meters)                     COMP
 AJ8645  Z           -   4,728,313.623 (meters)                     COMP
 AJ8645  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 AJ8645  ELLIP HEIGHT-         328.58  (meters)          (03/29/02) GPS OBS
 AJ8645  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AJ8645  DYNAMIC HT  -         355.749 (meters)    1167.15  (feet)  COMP
 AJ8645  MODELED GRAV-     980,826.1   (mgal)                       NAVD 88
 AJ8645
 AJ8645  HORZ ORDER  -  FIRST
 AJ8645  VERT ORDER  -  SECOND    CLASS I
 AJ8645  ELLP ORDER  -  FOURTH    CLASS I
 AJ8645
 AJ8645.The horizontal coordinates were established by GPS observations
 AJ8645.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8645
 AJ8645.The orthometric height was determined by differential leveling
 AJ8645.and adjusted by the National Geodetic Survey in April 2004..
 AJ8645
 AJ8645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8645
 AJ8645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8645
 AJ8645.The ellipsoidal height was determined by GPS observations
 AJ8645.and is referenced to NAD 83.
 AJ8645
 AJ8645.The geoid height was determined by GEOID03.
 AJ8645
 AJ8645.The dynamic height is computed by dividing the NAVD 88
 AJ8645.geopotential number by the normal gravity value computed on the
 AJ8645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8645.degrees latitude (g = 980.6199 gals.).
 AJ8645
 AJ8645.The modeled gravity was interpolated from observed gravity values.
 AJ8645
 AJ8645;                    North         East     Units Scale Factor Converg.
 AJ8645;SPC MN N     -   287,043.238   598,454.949   MT  0.99991794   -2 00 29.8
 AJ8645;UTM  15      - 5,336,862.439   291,049.075   MT  1.00013649   -2 05 36.6
 AJ8645
 AJ8645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8645!SPC MN N     -   0.99994850  x   0.99991794  =   0.99986645
 AJ8645!UTM  15      -   0.99994850  x   1.00013649  =   1.00008499
 AJ8645
 AJ8645                          SUPERSEDED SURVEY CONTROL
 AJ8645
 AJ8645  NAVD 88 (03/29/02)  355.68   (m)         1166.9    (f) LEVELING    3  
 AJ8645
 AJ8645.Superseded values are not recommended for survey control.
 AJ8645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8645.See file dsdata.txt to determine how the superseded data were derived.
 AJ8645
 AJ8645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9104936862(NAD 83)
 AJ8645_MARKER: DV = VERTICAL CONTROL DISK
 AJ8645_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AJ8645_STAMPING: 5707 B RESET 1980
 AJ8645_MARK LOGO: MNDT  
 AJ8645_PROJECTION: RECESSED 13 CENTIMETERS
 AJ8645_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8645+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1998
 AJ8645
 AJ8645  HISTORY     - Date     Condition        Report By
 AJ8645  HISTORY     - 1980     MONUMENTED       MNDT
 AJ8645  HISTORY     - 19980127 GOOD             MNDT
 AJ8645
 AJ8645                          STATION DESCRIPTION
 AJ8645
 AJ8645'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8645'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTH OF GOODRIDGE, 2.0 MI
 AJ8645'(3.2 KM) NORTH ON TH 219
 AJ8645'FROM JCT OF TH 219 AND TH 1, 75 FT (22.9 M) WEST OF TH 219, AT TH 219
 AJ8645'MP 2.0, 68 FT (20.7 M) NORTH
 AJ8645'OF CO RD 64, 37 FT (11.3 M) ENE OF P-POLE, 1.0 FT (0.3 M) SOUTH OF WIT
 AJ8645'POST.
 AJ8645'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CO7339 ***********************************************************************
 CO7339  DESIGNATION -  5707 C
 CO7339  PID         -  CO7339
 CO7339  STATE/COUNTY-  MN/PENNINGTON
 CO7339  USGS QUAD   -  GOODRIDGE (1972)
 CO7339
 CO7339                         *CURRENT SURVEY CONTROL
 CO7339  ___________________________________________________________________
 CO7339* NAD 83(1986)-  48 09 53.     (N)    095 48 32.     (W)     SCALED    
 CO7339* NAVD 88     -       357.220  (meters)    1171.98   (feet)  ADJUSTED  
 CO7339  ___________________________________________________________________
 CO7339  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CO7339  DYNAMIC HT  -         357.300 (meters)    1172.24  (feet)  COMP
 CO7339  MODELED GRAV-     980,823.3   (mgal)                       NAVD 88
 CO7339
 CO7339  VERT ORDER  -  SECOND    CLASS I
 CO7339
 CO7339.The horizontal coordinates were scaled from a topographic map and have
 CO7339.an estimated accuracy of +/- 6 seconds.
 CO7339
 CO7339.The orthometric height was determined by differential leveling
 CO7339.and adjusted by the National Geodetic Survey in April 2004..
 CO7339
 CO7339.The geoid height was determined by GEOID03.
 CO7339
 CO7339.The dynamic height is computed by dividing the NAVD 88
 CO7339.geopotential number by the normal gravity value computed on the
 CO7339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO7339.degrees latitude (g = 980.6199 gals.).
 CO7339
 CO7339.The modeled gravity was interpolated from observed gravity values.
 CO7339
 CO7339;                    North         East    Units  Estimated Accuracy
 CO7339;SPC MN N     -   288,610.      598,550.      MT  (+/- 180 meters Scaled)
 CO7339
 CO7339                          SUPERSEDED SURVEY CONTROL
 CO7339
 CO7339.No superseded survey control is available for this station.
 CO7339
 CO7339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP911384(NAD 83)
 CO7339_MARKER: DB = BENCH MARK DISK
 CO7339_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CO7339_SP_SET: BRIDGE WINGWALL
 CO7339_STAMPING: 5707 C 1954
 CO7339_MARK LOGO: MNDT  
 CO7339_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CO7339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO7339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CO7339+SATELLITE: SATELLITE OBSERVATIONS - January 27, 1998
 CO7339
 CO7339  HISTORY     - Date     Condition        Report By
 CO7339  HISTORY     - 1954     MONUMENTED       MNDT
 CO7339  HISTORY     - 19980127 GOOD             MNDT
 CO7339
 CO7339                          STATION DESCRIPTION
 CO7339
 CO7339'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 CO7339'THE MARK IS LOCATED ABOUT 1.6 MI (2.6 KM) NORTH OF GOODRIDGE, IN SE
 CO7339'WINGWALL OF TH 219 BRDG 6910, AT TH 219 MP 2.99.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3109 ***********************************************************************
 AH3109  DESIGNATION -  57TH
 AH3109  PID         -  AH3109
 AH3109  STATE/COUNTY-  MN/HENNEPIN
 AH3109  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 AH3109
 AH3109                         *CURRENT SURVEY CONTROL
 AH3109  ___________________________________________________________________
 AH3109* NAD 83(1996)-  45 03 29.84641(N)    093 17 15.81242(W)     ADJUSTED  
 AH3109* NAVD 88     -       257.5    (meters)     845.     (feet)  GPS OBS   
 AH3109  ___________________________________________________________________
 AH3109  X           -    -258,831.029 (meters)                     COMP
 AH3109  Y           -  -4,505,742.538 (meters)                     COMP
 AH3109  Z           -   4,492,089.755 (meters)                     COMP
 AH3109  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AH3109  ELLIP HEIGHT-         230.36  (meters)          (03/16/99) GPS OBS
 AH3109  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AH3109
 AH3109  HORZ ORDER  -  FIRST
 AH3109  ELLP ORDER  -  FOURTH    CLASS I
 AH3109
 AH3109.The horizontal coordinates were established by GPS observations
 AH3109.and adjusted by the National Geodetic Survey in March 1999..
 AH3109
 AH3109.The orthometric height was determined by GPS observations and a
 AH3109.high-resolution geoid model.
 AH3109
 AH3109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3109
 AH3109.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3109
 AH3109.The ellipsoidal height was determined by GPS observations
 AH3109.and is referenced to NAD 83.
 AH3109
 AH3109.The geoid height was determined by GEOID03.
 AH3109
 AH3109;                    North         East     Units Scale Factor Converg.
 AH3109;SPC MN S     -   328,948.947   856,101.168   MT  0.99996925   +0 29 57.3
 AH3109;UTM  15      - 4,989,466.050   477,345.821   MT  0.99960631   -0 12 13.2
 AH3109
 AH3109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3109!SPC MN S     -   0.99996388  x   0.99996925  =   0.99993314
 AH3109!UTM  15      -   0.99996388  x   0.99960631  =   0.99957021
 AH3109
 AH3109                          SUPERSEDED SURVEY CONTROL
 AH3109
 AH3109  NAD 83(1986)-  45 03 29.84111(N)    093 17 15.80708(W) AD(       ) 1
 AH3109
 AH3109.Superseded values are not recommended for survey control.
 AH3109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3109.See file dsdata.txt to determine how the superseded data were derived.
 AH3109
 AH3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7734689466(NAD 83)
 AH3109_MARKER: DD = SURVEY DISK
 AH3109_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH3109_SP_SET: BRDG SIDEWALK
 AH3109_STAMPING: 57TH 1992
 AH3109_MARK LOGO: MNDT  
 AH3109_PROJECTION: FLUSH
 AH3109_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3109+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH3109
 AH3109  HISTORY     - Date     Condition        Report By
 AH3109  HISTORY     - 1992     MONUMENTED       MNDT
 AH3109
 AH3109                          STATION DESCRIPTION
 AH3109
 AH3109'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH)
 AH3109'THE MARK IS LOCATED IN THE SE COR OF BROOKLYN CENTER IN THE SE 1/4 OF
 AH3109'SECTION 1, T118N, R24W.  THE MARK, A DISK SET IN A DRILL HOLE IN THE
 AH3109'SIDEWALK AT THE SW COR OF BRDG NO 27806, IS AT THE JCT OF NORTH
 AH3109'LYNDALE AVE AND 57TH AVE NORTH, 17 FT (5.2 M) EAST OF WEST END OF
 AH3109'PARAPET, 66 FT (20.1 M) NE OF TELEVISION CAMERA.  DESCRIBED BY DAVID
 AH3109'K.  HERDER, TYPED BY J.E.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0253 ***********************************************************************
 QO0253  DESIGNATION -  58
 QO0253  PID         -  QO0253
 QO0253  STATE/COUNTY-  MN/CHISAGO
 QO0253  USGS QUAD   -  RUSH CITY (1983)
 QO0253
 QO0253                         *CURRENT SURVEY CONTROL
 QO0253  ___________________________________________________________________
 QO0253* NAD 83(1986)-  45 41 04.     (N)    092 58 32.     (W)     SCALED    
 QO0253* NAVD 88     -       280.408  (meters)     919.97   (feet)  ADJUSTED  
 QO0253  ___________________________________________________________________
 QO0253  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 QO0253  DYNAMIC HT  -         280.403 (meters)     919.96  (feet)  COMP
 QO0253  MODELED GRAV-     980,591.7   (mgal)                       NAVD 88
 QO0253
 QO0253  VERT ORDER  -  SECOND    CLASS 0
 QO0253
 QO0253.The horizontal coordinates were scaled from a topographic map and have
 QO0253.an estimated accuracy of +/- 6 seconds.
 QO0253
 QO0253.The orthometric height was determined by differential leveling
 QO0253.and adjusted by the National Geodetic Survey in June 1991..
 QO0253
 QO0253.The geoid height was determined by GEOID03.
 QO0253
 QO0253.The dynamic height is computed by dividing the NAVD 88
 QO0253.geopotential number by the normal gravity value computed on the
 QO0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0253.degrees latitude (g = 980.6199 gals.).
 QO0253
 QO0253.The modeled gravity was interpolated from observed gravity values.
 QO0253
 QO0253;                    North         East    Units  Estimated Accuracy
 QO0253;SPC MN C     -   176,870.      899,280.      MT  (+/- 180 meters Scaled)
 QO0253
 QO0253                          SUPERSEDED SURVEY CONTROL
 QO0253
 QO0253  NGVD 29 (??/??/92)  280.343  (m)          919.76   (f) ADJ UNCH    2 0
 QO0253
 QO0253.Superseded values are not recommended for survey control.
 QO0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0253.See file dsdata.txt to determine how the superseded data were derived.
 QO0253
 QO0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL019589(NAD 83)
 QO0253_MARKER: X = CHISELED CROSS
 QO0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0253_SP_SET: FIRE HYDRANT
 QO0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0253
 QO0253  HISTORY     - Date     Condition        Report By
 QO0253  HISTORY     - UNK      MONUMENTED       MNDT
 QO0253  HISTORY     - 1975     GOOD             MNDT
 QO0253
 QO0253                          STATION DESCRIPTION
 QO0253
 QO0253'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0253'IN RUSH CITY.
 QO0253'IT IS LOCATED ABOUT 0.7 MILE EAST ALONG TRUNK HIGHWAY 361 FROM THE
 QO0253'JUNCTION OF TRUNK HIGHWAY 361 AND FAI 35.  IT IS 25 FEET NORTH OF THE
 QO0253'CENTERLINE OF TRUNK HIGHWAY 361, AND IS 56 FEET SOUTH OF THE SOUTHEAST
 QO0253'CORNER OF A COUNTY MAINTENANCE BUILDING NEAR THE FAIRGROUNDS. IT IS A
 QO0253'CHISELED X ON THE TOP BOLT OF A FIRE HYDRANT. NW 1/4, SEC 21, T 37N, R
 QO0253'21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5945 ***********************************************************************
 DF5945  DESIGNATION -  58
 DF5945  PID         -  DF5945
 DF5945  STATE/COUNTY-  MN/PINE
 DF5945  USGS QUAD   -  GIESE (1968)
 DF5945
 DF5945                         *CURRENT SURVEY CONTROL
 DF5945  ___________________________________________________________________
 DF5945* NAD 83(1996)-  46 14 41.82872(N)    093 01 57.41127(W)     ADJUSTED  
 DF5945* NAVD 88     -       351.8    (meters)    1154.     (feet)  GPS OBS   
 DF5945  ___________________________________________________________________
 DF5945  X           -    -233,780.188 (meters)                     COMP
 DF5945  Y           -  -4,412,729.880 (meters)                     COMP
 DF5945  Z           -   4,584,353.508 (meters)                     COMP
 DF5945  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 DF5945  ELLIP HEIGHT-         324.20  (meters)          (05/27/03) GPS OBS
 DF5945  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DF5945
 DF5945  HORZ ORDER  -  FIRST
 DF5945  ELLP ORDER  -  THIRD     CLASS I
 DF5945
 DF5945.The horizontal coordinates were established by GPS observations
 DF5945.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5945
 DF5945.The orthometric height was determined by GPS observations and a
 DF5945.high-resolution geoid model.
 DF5945
 DF5945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5945
 DF5945.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5945
 DF5945.The ellipsoidal height was determined by GPS observations
 DF5945.and is referenced to NAD 83.
 DF5945
 DF5945.The geoid height was determined by GEOID03.
 DF5945
 DF5945;                    North         East     Units Scale Factor Converg.
 DF5945;SPC MN C     -   239,092.871   893,874.812   MT  0.99992325   +0 52 50.3
 DF5945;UTM  15      - 5,121,264.489   497,485.771   MT  0.99960008   -0 01 24.8
 DF5945
 DF5945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5945!SPC MN C     -   0.99994918  x   0.99992325  =   0.99987243
 DF5945!UTM  15      -   0.99994918  x   0.99960008  =   0.99954928
 DF5945
 DF5945                          SUPERSEDED SURVEY CONTROL
 DF5945
 DF5945.No superseded survey control is available for this station.
 DF5945
 DF5945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9748621264(NAD 83)
 DF5945_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5945_STAMPING: NO 58
 DF5945_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5945+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5945
 DF5945  HISTORY     - Date     Condition        Report By
 DF5945  HISTORY     - 1999     MONUMENTED       MN-115
 DF5945
 DF5945                          STATION DESCRIPTION
 DF5945
 DF5945'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5945'6 MI (9.7 KM) WNW OF FINLAYSON, 6 MI (9.7 KM) WEST ON TH 18 FROM JCT
 DF5945'OF CO RD 35 TO TH 18 MP 69.95 THEN 1.7 MI (2.7 KM) NORTH ON RHINE LAKE
 DF5945'RD, 31 FT (9.4 M) EAST OF RHINE LAKE RD, 116 FT (35.4 M) SOUTH OF
 DF5945'RHINE LAKE RD WEST, 18 FT (5.5 M) SOUTH OF DRIVEWAY, 2 FT (0.6 M) WEST
 DF5945'OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9821 ***********************************************************************
 AH9821  DESIGNATION -  58 FWK
 AH9821  PID         -  AH9821
 AH9821  STATE/COUNTY-  MN/WILKIN
 AH9821  USGS QUAD   -  WOLVERTON (1966)
 AH9821
 AH9821                         *CURRENT SURVEY CONTROL
 AH9821  ___________________________________________________________________
 AH9821* NAD 83(1986)-  46 32 38.     (N)    096 43 45.     (W)     SCALED    
 AH9821* NAVD 88     -       284.688  (meters)     934.01   (feet)  ADJUSTED  
 AH9821  ___________________________________________________________________
 AH9821  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH9821  DYNAMIC HT  -         284.706 (meters)     934.07  (feet)  COMP
 AH9821  MODELED GRAV-     980,672.2   (mgal)                       NAVD 88
 AH9821
 AH9821  VERT ORDER  -  SECOND    CLASS I
 AH9821
 AH9821.The horizontal coordinates were scaled from a topographic map and have
 AH9821.an estimated accuracy of +/- 6 seconds.
 AH9821
 AH9821.The orthometric height was determined by differential leveling
 AH9821.and adjusted by the National Geodetic Survey in September 1999..
 AH9821
 AH9821.The geoid height was determined by GEOID03.
 AH9821
 AH9821.The dynamic height is computed by dividing the NAVD 88
 AH9821.geopotential number by the normal gravity value computed on the
 AH9821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9821.degrees latitude (g = 980.6199 gals.).
 AH9821
 AH9821.The modeled gravity was interpolated from observed gravity values.
 AH9821
 AH9821;                    North         East    Units  Estimated Accuracy
 AH9821;SPC MN C     -   274,570.      609,890.      MT  (+/- 180 meters Scaled)
 AH9821
 AH9821                          SUPERSEDED SURVEY CONTROL
 AH9821
 AH9821.No superseded survey control is available for this station.
 AH9821
 AH9821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS741569(NAD 83)
 AH9821_MARKER: DB = BENCH MARK DISK
 AH9821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9821_STAMPING: 58 FWK 1958 933
 AH9821_MARK LOGO: USGS  
 AH9821_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH9821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9821+STABILITY: SURFACE MOTION
 AH9821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9821+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1995
 AH9821
 AH9821  HISTORY     - Date     Condition        Report By
 AH9821  HISTORY     - 1958     MONUMENTED       USGS
 AH9821  HISTORY     - 19950619 GOOD             MNDT
 AH9821
 AH9821                          STATION DESCRIPTION
 AH9821
 AH9821'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9821'LOCATED 1.5 MI (2.4 KM) SOUTH OF WOLVERTON, 69.5 FT (21.2 M) EAST OF
 AH9821'TH 75,  AT TH 75 MP 227.1, 104 FT (31.7 M) NORTH OF CO RD 184, 50.6 FT
 AH9821'(15.4 M) SSW OF A R/W POST, AND 2.0 FT (0.6 M) NORTH OF A WIT POST.
 AH9821'THE MARK IS BURIED 0.1 FT (3.0 CM) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7129 ***********************************************************************
 DG7129  DESIGNATION -  58 LNB
 DG7129  PID         -  DG7129
 DG7129  STATE/COUNTY-  MN/BECKER
 DG7129  USGS QUAD   -  PONSFORD (1980)
 DG7129
 DG7129                         *CURRENT SURVEY CONTROL
 DG7129  ___________________________________________________________________
 DG7129* NAD 83(1986)-  46 53 23.     (N)    095 24 46.     (W)     SCALED    
 DG7129* NAVD 88     -       484.447  (meters)    1589.39   (feet)  ADJUSTED  
 DG7129  ___________________________________________________________________
 DG7129  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DG7129  DYNAMIC HT  -         484.490 (meters)    1589.53  (feet)  COMP
 DG7129  MODELED GRAV-     980,685.9   (mgal)                       NAVD 88
 DG7129
 DG7129  VERT ORDER  -  SECOND    CLASS I
 DG7129
 DG7129.The horizontal coordinates were scaled from a topographic map and have
 DG7129.an estimated accuracy of +/- 6 seconds.
 DG7129
 DG7129.The orthometric height was determined by differential leveling
 DG7129.and adjusted by the National Geodetic Survey in December 2004..
 DG7129
 DG7129.The geoid height was determined by GEOID03.
 DG7129
 DG7129.The dynamic height is computed by dividing the NAVD 88
 DG7129.geopotential number by the normal gravity value computed on the
 DG7129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7129.degrees latitude (g = 980.6199 gals.).
 DG7129
 DG7129.The modeled gravity was interpolated from observed gravity values.
 DG7129
 DG7129;                    North         East    Units  Estimated Accuracy
 DG7129;SPC MN C     -   310,690.      711,390.      MT  (+/- 180 meters Scaled)
 DG7129
 DG7129                          SUPERSEDED SURVEY CONTROL
 DG7129
 DG7129.No superseded survey control is available for this station.
 DG7129
 DG7129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM161957(NAD 83)
 DG7129_MARKER: DB = BENCH MARK DISK
 DG7129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7129_STAMPING: 58 LNB 1967
 DG7129_MARK LOGO: USGS  
 DG7129_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7129+STABILITY: SURFACE MOTION
 DG7129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7129+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DG7129
 DG7129  HISTORY     - Date     Condition        Report By
 DG7129  HISTORY     - 1967     MONUMENTED       USGS
 DG7129  HISTORY     - 20001220 GOOD             MNDT
 DG7129
 DG7129                          STATION DESCRIPTION
 DG7129
 DG7129'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7129'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS AT SNELLMAN, AT
 DG7129'TH 34 MP 57.6, 414 FT (126.2 M) EAST AND 149 FT (45.4 M) SOUTH OF THE
 DG7129'INTERSECTION OF TH 34 AND T-RD NORTH, 66.3 FT (20.2 M) ESE OF P-POLE,
 DG7129'31.2 FT (9.5 M) SW OF NW COR OF METAL BUILDING/GARAGE, 3 FT (0.9 M)
 DG7129'SSE OF FENCE COR, 1.1 FT (0.3 M) NORTH OF WIT POST, RECESSED 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1659 ***********************************************************************
 PP1659  DESIGNATION -  58 MC
 PP1659  PID         -  PP1659
 PP1659  STATE/COUNTY-  MN/GOODHUE
 PP1659  USGS QUAD   -  NERSTRAND (1960)
 PP1659
 PP1659                         *CURRENT SURVEY CONTROL
 PP1659  ___________________________________________________________________
 PP1659* NAD 83(1986)-  44 17 02.     (N)    093 00 01.     (W)     SCALED    
 PP1659* NAVD 88     -       364.599  (meters)    1196.19   (feet)  ADJUSTED  
 PP1659  ___________________________________________________________________
 PP1659  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 PP1659  DYNAMIC HT  -         364.543 (meters)    1196.00  (feet)  COMP
 PP1659  MODELED GRAV-     980,452.9   (mgal)                       NAVD 88
 PP1659
 PP1659  VERT ORDER  -  SECOND    CLASS 0
 PP1659
 PP1659.The horizontal coordinates were scaled from a topographic map and have
 PP1659.an estimated accuracy of +/- 6 seconds.
 PP1659
 PP1659.The orthometric height was determined by differential leveling
 PP1659.and adjusted by the National Geodetic Survey in June 1991..
 PP1659
 PP1659.The geoid height was determined by GEOID03.
 PP1659
 PP1659.The dynamic height is computed by dividing the NAVD 88
 PP1659.geopotential number by the normal gravity value computed on the
 PP1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1659.degrees latitude (g = 980.6199 gals.).
 PP1659
 PP1659.The modeled gravity was interpolated from observed gravity values.
 PP1659
 PP1659;                    North         East    Units  Estimated Accuracy
 PP1659;SPC MN S     -   243,140.      879,790.      MT  (+/- 180 meters Scaled)
 PP1659
 PP1659                          SUPERSEDED SURVEY CONTROL
 PP1659
 PP1659  NGVD 29 (??/??/92)  364.578  (m)         1196.12   (f) ADJ UNCH    2 0
 PP1659
 PP1659.Superseded values are not recommended for survey control.
 PP1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1659.See file dsdata.txt to determine how the superseded data were derived.
 PP1659
 PP1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK999034(NAD 83)
 PP1659_MARKER: DD = SURVEY DISK
 PP1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1659_STAMPING: 58 MC 1958 1196
 PP1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1659+STABILITY: SURFACE MOTION
 PP1659
 PP1659  HISTORY     - Date     Condition        Report By
 PP1659  HISTORY     - 1958     MONUMENTED       USGS
 PP1659  HISTORY     - 1972     GOOD             MNDT
 PP1659
 PP1659                          STATION DESCRIPTION
 PP1659
 PP1659'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1659'1.0 MI N FROM KENYON.
 PP1659'0.7 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H. 60 AND T.H. 56
 PP1659'IN KENYON, THENCE 0.8 MILES NORTH ALONG A TOWNSHIP ROAD, 18 FEET NORTH
 PP1659'OF AN EAST-WEST DRIVEWAY, 45 FEET WEST OF A NORTH-SOUTH ROAD, 15 FEET
 PP1659'SOUTHWEST OF AN UNDERGROUND CABLE MARKER, 3 FEET EAST OF A TELEPHONE
 PP1659'POLE WITH GUY WIRES, IN THE TOP OF A CONCRETE MONUMENT SET FLUSH WITH
 PP1659'THE GROUND.  SE 1/4, SEC 32, T110N, R 18W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4016 ***********************************************************************
 DH4016  DESIGNATION -  58 SEM
 DH4016  PID         -  DH4016
 DH4016  STATE/COUNTY-  MN/NOBLES
 DH4016  USGS QUAD   -  ADRIAN SW (1967)
 DH4016
 DH4016                         *CURRENT SURVEY CONTROL
 DH4016  ___________________________________________________________________
 DH4016* NAD 83(1996)-  43 30 00.82225(N)    095 54 48.86237(W)     ADJUSTED  
 DH4016* NAVD 88     -       472.9    (meters)    1552.     (feet)  GPS OBS   
 DH4016  ___________________________________________________________________
 DH4016  X           -    -477,453.005 (meters)                     COMP
 DH4016  Y           -  -4,609,537.439 (meters)                     COMP
 DH4016  Z           -   4,368,287.400 (meters)                     COMP
 DH4016  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 DH4016  ELLIP HEIGHT-         446.32  (meters)          (04/27/05) GPS OBS
 DH4016  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DH4016
 DH4016  HORZ ORDER  -  FIRST
 DH4016  ELLP ORDER  -  FOURTH    CLASS I
 DH4016
 DH4016.The horizontal coordinates were established by GPS observations
 DH4016.and adjusted by the MN DEPT OF TRANSP in April 2005..
 DH4016
 DH4016.The orthometric height was determined by GPS observations and a
 DH4016.high-resolution geoid model.
 DH4016
 DH4016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4016
 DH4016.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4016
 DH4016.The ellipsoidal height was determined by GPS observations
 DH4016.and is referenced to NAD 83.
 DH4016
 DH4016.The geoid height was determined by GEOID03.
 DH4016
 DH4016;                    North         East     Units Scale Factor Converg.
 DH4016;SPC MN S     -   157,394.662   645,239.950   MT  1.00007335   -1 20 28.6
 DH4016;UTM  15      - 4,820,491.182   264,449.584   MT  1.00028254   -2 00 23.4
 DH4016
 DH4016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4016!SPC MN S     -   0.99993002  x   1.00007335  =   1.00000336
 DH4016!UTM  15      -   0.99993002  x   1.00028254  =   1.00021254
 DH4016
 DH4016                          SUPERSEDED SURVEY CONTROL
 DH4016
 DH4016.No superseded survey control is available for this station.
 DH4016
 DH4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6445020491(NAD 83)
 DH4016_MARKER: DB = BENCH MARK DISK
 DH4016_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DH4016_STAMPING: 58 SEM 1966 1551
 DH4016_MARK LOGO: USGS  
 DH4016_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH4016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH4016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4016+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2004
 DH4016
 DH4016  HISTORY     - Date     Condition        Report By
 DH4016  HISTORY     - 1966     MONUMENTED       USGS
 DH4016  HISTORY     - 20040930 GOOD             MNDT
 DH4016
 DH4016                          STATION DESCRIPTION
 DH4016
 DH4016'DESCRIBED BY MN DEPT OF TRANSP 2004 (DS)
 DH4016'THE MARK IS LOCATED 6 MILES SOUTHEAST OF ELLSWORTH.  GO 1 MILE SOUTH
 DH4016'ALONG TRUNK  HIGHWAY 91 FROM THE JUNCTION OF TRUNK HIGHWAY 91 AND
 DH4016'COUNTY ROAD 30 IN ELLSWORTH,  THEN 5.4 MILES EAST ON STATE LINE GRAVEL
 DH4016'ROAD.  THE MARK IS 59 FEET NORTH OF GRAVEL ROAD,  24.2 FEET NORTH OF
 DH4016'FENCE CORNER, 2.2 FEET EAST OF FENCELINE, 1.2 FEET EAST OF WITNESS
 DH4016'POST,  ON ELECTRIC FENCELINE.  THE MARK IS A US GEOLOGICAL SURVEY
 DH4016'BENCHMARK DISK SET IN A  CONCRETE POST PROJECTING 3 INCHES, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1039 ***********************************************************************
 PQ1039  DESIGNATION -  58 T
 PQ1039  PID         -  PQ1039
 PQ1039  STATE/COUNTY-  MN/REDWOOD
 PQ1039  USGS QUAD   -  MILROY SE (1962)
 PQ1039
 PQ1039                         *CURRENT SURVEY CONTROL
 PQ1039  ___________________________________________________________________
 PQ1039* NAD 83(1996)-  44 22 14.18915(N)    095 33 13.36702(W)     ADJUSTED  
 PQ1039* NAVD 88     -       341.94   (+/-2cm)    1121.8    (feet)  VERTCON   
 PQ1039  ___________________________________________________________________
 PQ1039  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 PQ1039  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PQ1039
 PQ1039  HORZ ORDER  -  THIRD
 PQ1039  VERT ORDER  -  THIRD ? (See Below)
 PQ1039
 PQ1039.The horizontal coordinates were established by classical geodetic methods
 PQ1039.and adjusted by the National Geodetic Survey in March 1999..
 PQ1039
 PQ1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1039.The vertical order pertains to the NGVD 29 superseded value.
 PQ1039
 PQ1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1039
 PQ1039.The geoid height was determined by GEOID03.
 PQ1039
 PQ1039;                    North         East     Units Scale Factor Converg.
 PQ1039;SPC MN S     -   253,466.748   676,177.701   MT  0.99992464   -1 05 20.5
 PQ1039;UTM  15      - 4,916,208.680   296,535.502   MT  1.00010914   -1 47 11.1
 PQ1039
 PQ1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1039!SPC MN S     -   0.99995063  x   0.99992464  =   0.99987528
 PQ1039!UTM  15      -   0.99995063  x   1.00010914  =   1.00005977
 PQ1039
 PQ1039                          SUPERSEDED SURVEY CONTROL
 PQ1039
 PQ1039  NAD 83(1996)-  44 22 14.18212(N)    095 33 13.36226(W) AD(       ) 3
 PQ1039  NAD 83(1986)-  44 22 14.18242(N)    095 33 13.35965(W) AD(       ) 3
 PQ1039  NAD 27      -  44 22 14.31993(N)    095 33 12.30822(W) AD(       ) 3
 PQ1039  NGVD 29 (07/19/86)  341.78   (m)         1121.3    (f) LEVELING    3  
 PQ1039
 PQ1039.Superseded values are not recommended for survey control.
 PQ1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1039.See file dsdata.txt to determine how the superseded data were derived.
 PQ1039
 PQ1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9653616209(NAD 83)
 PQ1039_MARKER: DB = BENCH MARK DISK
 PQ1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1039_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1039+STABILITY: SURFACE MOTION
 PQ1039
 PQ1039  HISTORY     - Date     Condition        Report By
 PQ1039  HISTORY     - 1960     MONUMENTED       USGS
 PQ1039
 PQ1039                          STATION DESCRIPTION
 PQ1039
 PQ1039'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1039'MILROY,3.5 MILE S OF. 130 FT N,50 FT W AND 2.5 FT LOWER THAN X-ROADS
 PQ1039'AT SE CORNER OF SECTION 32,T.111N,R.39W,2 FT E OF N-S FENCE. IN A
 PQ1039'CONCRETE POST A STANDARD TABLET STAMPED---58 T 1960 1121 ET---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5992 ***********************************************************************
 DE5992  DESIGNATION -  5804 A
 DE5992  PID         -  DE5992
 DE5992  STATE/COUNTY-  MN/PINE
 DE5992  USGS QUAD   -  HINCKLEY (1991)
 DE5992
 DE5992                         *CURRENT SURVEY CONTROL
 DE5992  ___________________________________________________________________
 DE5992* NAD 83(1996)-  46 00 40.68816(N)    092 54 40.70090(W)     ADJUSTED  
 DE5992* NAVD 88     -       309.148  (meters)    1014.26   (feet)  ADJUSTED  
 DE5992  ___________________________________________________________________
 DE5992  X           -    -225,386.360 (meters)                     COMP
 DE5992  Y           -  -4,431,884.657 (meters)                     COMP
 DE5992  Z           -   4,566,322.859 (meters)                     COMP
 DE5992  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 DE5992  ELLIP HEIGHT-         281.78  (meters)          (07/08/02) GPS OBS
 DE5992  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DE5992  DYNAMIC HT  -         309.154 (meters)    1014.28  (feet)  COMP
 DE5992  MODELED GRAV-     980,625.5   (mgal)                       NAVD 88
 DE5992
 DE5992  HORZ ORDER  -  FIRST
 DE5992  VERT ORDER  -  SECOND    CLASS I
 DE5992  ELLP ORDER  -  THIRD     CLASS II
 DE5992
 DE5992.The horizontal coordinates were established by GPS observations
 DE5992.and adjusted by the MN DEPT OF TRANSP in July 2002..
 DE5992
 DE5992.The orthometric height was determined by differential leveling
 DE5992.and adjusted by the National Geodetic Survey in March 2006..
 DE5992.No vertical observational check was made to the station.
 DE5992
 DE5992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5992
 DE5992.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5992
 DE5992.The ellipsoidal height was determined by GPS observations
 DE5992.and is referenced to NAD 83.
 DE5992
 DE5992.The geoid height was determined by GEOID03.
 DE5992
 DE5992.The dynamic height is computed by dividing the NAVD 88
 DE5992.geopotential number by the normal gravity value computed on the
 DE5992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5992.degrees latitude (g = 980.6199 gals.).
 DE5992
 DE5992.The modeled gravity was interpolated from observed gravity values.
 DE5992
 DE5992;                    North         East     Units Scale Factor Converg.
 DE5992;SPC MN C     -   213,278.251   903,667.177   MT  0.99993789   +0 58 06.2
 DE5992;UTM  15      - 5,095,307.076   506,866.398   MT  0.99960058   +0 03 49.7
 DE5992
 DE5992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5992!SPC MN C     -   0.99995583  x   0.99993789  =   0.99989372
 DE5992!UTM  15      -   0.99995583  x   0.99960058  =   0.99955643
 DE5992
 DE5992:                Primary Azimuth Mark                     Grid Az
 DE5992:SPC MN C     -  5804 B                                   089 40 17.8
 DE5992:UTM  15      -  5804 B                                   090 34 34.3
 DE5992
 DE5992|---------------------------------------------------------------------|
 DE5992| PID    Reference Object                     Distance      Geod. Az  |
 DE5992|                                                           dddmmss.s |
 DE5992| DE5993 5804 B                              APPROX. 1.1 KM 0903824.0 |
 DE5992|---------------------------------------------------------------------|
 DE5992
 DE5992                          SUPERSEDED SURVEY CONTROL
 DE5992
 DE5992  NAVD 88 (07/08/02)  309.14   (m)         1014.2    (f) LEVELING    3  
 DE5992
 DE5992.Superseded values are not recommended for survey control.
 DE5992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5992.See file dsdata.txt to determine how the superseded data were derived.
 DE5992
 DE5992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0686695307(NAD 83)
 DE5992_MARKER: DD = SURVEY DISK
 DE5992_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5992_STAMPING: 5804 A 1996
 DE5992_MARK LOGO: MNDT  
 DE5992_PROJECTION: FLUSH
 DE5992_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5992+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1997
 DE5992_ROD/PIPE-DEPTH:  9.1 meters
 DE5992
 DE5992  HISTORY     - Date     Condition        Report By
 DE5992  HISTORY     - 1996     MONUMENTED       MNDT
 DE5992  HISTORY     - 19970409 GOOD             MNDT
 DE5992
 DE5992                          STATION DESCRIPTION
 DE5992
 DE5992'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 DE5992'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST OF HINCKLEY, 1.0 MI
 DE5992'(1.6 KM) EAST ALONG TH 48 FROM JCT OF TH 48 AND FAI 35 IN HINCKLEY, AT
 DE5992'TH 48 MP 1.0, 74.0 FT (22.6 M) NORTH OF TH 48, 14.0 F T EAST OF
 DE5992'P-POLE, 2.7 FT (0.8 M) EAST OF WIT POST, FLUSH, MAGNETIC, GOOD FOR GPS
 DE5992'
 DE5992
 DE5992                          STATION RECOVERY (1997)
 DE5992
 DE5992'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 DE5992'THE MARK IS 1.5 MI (2.4 KM) EAST OF HINCKLEY, 1.0 MI (1.6 KM) EAST
 DE5992'ALONG TH 48 FROM JCT OF TH 48 AND FAI 35 IN HINCKLEY, AT TH 48 MP 1.0,
 DE5992'74.0 FT (22.6 M) NORTH OF TH 48, 14.0 FT (4.3 M) EAST OF P-POLE, 2.7
 DE5992'FT (0.8 M) EAST OF WIT POST, STA FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5993 ***********************************************************************
 DE5993  DESIGNATION -  5804 B
 DE5993  PID         -  DE5993
 DE5993  STATE/COUNTY-  MN/PINE
 DE5993  USGS QUAD   -  HINCKLEY (1991)
 DE5993
 DE5993                         *CURRENT SURVEY CONTROL
 DE5993  ___________________________________________________________________
 DE5993* NAD 83(1996)-  46 00 40.27777(N)    092 53 48.40242(W)     ADJUSTED  
 DE5993* NAVD 88     -       306.049  (meters)    1004.10   (feet)  ADJUSTED  
 DE5993  ___________________________________________________________________
 DE5993  X           -    -224,263.000 (meters)                     COMP
 DE5993  Y           -  -4,431,948.637 (meters)                     COMP
 DE5993  Z           -   4,566,311.850 (meters)                     COMP
 DE5993  LAPLACE CORR-           6.74  (seconds)                    DEFLEC99
 DE5993  ELLIP HEIGHT-         278.71  (meters)          (07/08/02) GPS OBS
 DE5993  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DE5993  DYNAMIC HT  -         306.056 (meters)    1004.12  (feet)  COMP
 DE5993  MODELED GRAV-     980,627.1   (mgal)                       NAVD 88
 DE5993
 DE5993  HORZ ORDER  -  FIRST
 DE5993  VERT ORDER  -  SECOND    CLASS I
 DE5993  ELLP ORDER  -  THIRD     CLASS II
 DE5993
 DE5993.The horizontal coordinates were established by GPS observations
 DE5993.and adjusted by the MN DEPT OF TRANSP in July 2002..
 DE5993
 DE5993.The orthometric height was determined by differential leveling
 DE5993.and adjusted by the National Geodetic Survey in March 2006..
 DE5993.No vertical observational check was made to the station.
 DE5993
 DE5993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5993
 DE5993.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5993
 DE5993.The ellipsoidal height was determined by GPS observations
 DE5993.and is referenced to NAD 83.
 DE5993
 DE5993.The geoid height was determined by GEOID03.
 DE5993
 DE5993.The dynamic height is computed by dividing the NAVD 88
 DE5993.geopotential number by the normal gravity value computed on the
 DE5993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5993.degrees latitude (g = 980.6199 gals.).
 DE5993
 DE5993.The modeled gravity was interpolated from observed gravity values.
 DE5993
 DE5993;                    North         East     Units Scale Factor Converg.
 DE5993;SPC MN C     -   213,284.700   904,792.269   MT  0.99993790   +0 58 44.1
 DE5993;UTM  15      - 5,095,295.766   507,991.072   MT  0.99960078   +0 04 27.4
 DE5993
 DE5993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5993!SPC MN C     -   0.99995631  x   0.99993790  =   0.99989421
 DE5993!UTM  15      -   0.99995631  x   0.99960078  =   0.99955711
 DE5993
 DE5993:                Primary Azimuth Mark                     Grid Az
 DE5993:SPC MN C     -  5804 A                                   269 40 17.6
 DE5993:UTM  15      -  5804 A                                   270 34 34.3
 DE5993
 DE5993|---------------------------------------------------------------------|
 DE5993| PID    Reference Object                     Distance      Geod. Az  |
 DE5993|                                                           dddmmss.s |
 DE5993| DE5992 5804 A                              APPROX. 1.1 KM 2703901.7 |
 DE5993|---------------------------------------------------------------------|
 DE5993
 DE5993                          SUPERSEDED SURVEY CONTROL
 DE5993
 DE5993  NAVD 88 (07/08/02)  306.05   (m)         1004.1    (f) LEVELING    3  
 DE5993
 DE5993.Superseded values are not recommended for survey control.
 DE5993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5993.See file dsdata.txt to determine how the superseded data were derived.
 DE5993
 DE5993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0799195296(NAD 83)
 DE5993_MARKER: DD = SURVEY DISK
 DE5993_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5993_STAMPING: 5804 B 1996
 DE5993_MARK LOGO: MNDT  
 DE5993_PROJECTION: RECESSED 3 CENTIMETERS
 DE5993_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5993+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1997
 DE5993_ROD/PIPE-DEPTH:  7.6 meters
 DE5993
 DE5993  HISTORY     - Date     Condition        Report By
 DE5993  HISTORY     - 1996     MONUMENTED       MNDT
 DE5993  HISTORY     - 19970409 GOOD             MNDT
 DE5993
 DE5993                          STATION DESCRIPTION
 DE5993
 DE5993'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 DE5993'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) EAST OF HINCKLEY, 1.7 MI (2.7
 DE5993'KM) EAST ALONG TH 48 FROM JCT OF TH 48 AND F AI 35 IN HINCKLEY, AT TH
 DE5993'48 MP 1.7, 68.0 FT (20.7 M) NORTH OF TH 48, 163.5 FT (49.8 M) WEST OF
 DE5993'EXTENDED CENTER OF CO RD 15, 10.5 FT (3.2 M) EAST OF P-POLE, 2.6 FT
 DE5993'(0.8 M) EAST OF WIT POST, STA RECESSED 0.1 FT (3.0 CM) BELOW GROUND,
 DE5993'MAGNETIC, GOOD FOR GPS
 DE5993
 DE5993                          STATION RECOVERY (1997)
 DE5993
 DE5993'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 DE5993'THE MARK IS 2 MI (3.2 KM) EAST OF HINCKLEY, 1.7 MI (2.7 KM) EAST ALONG
 DE5993'TH 48 FROM JCT OF TH 48 AND FAI 35 IN HINCKLEY, AT TH 48 MP 1.7, 68.0
 DE5993'FT (20.7 M) NORTH OF TH 48, 163.5 FT (49.8 M) WEST OF EXTENDED CENTER
 DE5993'OF CO RD 15, 10.5 FT (3.2 M) EAST OF P-POLE, 2.6 FT (0.8 M) EAST OF
 DE5993'WIT POST, STA RECESSED 0.1 FT (3.0 CM) , MAGNETIC, AND SUITABLE FOR
 DE5993'GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4953 ***********************************************************************
 DH4953  DESIGNATION -  5804 C
 DH4953  PID         -  DH4953
 DH4953  STATE/COUNTY-  MN/PINE
 DH4953  USGS QUAD   -  HINCKLEY (1991)
 DH4953
 DH4953                         *CURRENT SURVEY CONTROL
 DH4953  ___________________________________________________________________
 DH4953* NAD 83(1986)-  46 00 39.     (N)    092 53 15.     (W)     SCALED    
 DH4953* NAVD 88     -       301.524  (meters)     989.25   (feet)  ADJUSTED  
 DH4953  ___________________________________________________________________
 DH4953  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DH4953  DYNAMIC HT  -         301.531 (meters)     989.27  (feet)  COMP
 DH4953  MODELED GRAV-     980,629.3   (mgal)                       NAVD 88
 DH4953
 DH4953  VERT ORDER  -  SECOND    CLASS I
 DH4953
 DH4953.The horizontal coordinates were scaled from a topographic map and have
 DH4953.an estimated accuracy of +/- 6 seconds.
 DH4953
 DH4953.The orthometric height was determined by differential leveling
 DH4953.and adjusted by the National Geodetic Survey in March 2006..
 DH4953.No vertical observational check was made to the station.
 DH4953
 DH4953.The geoid height was determined by GEOID03.
 DH4953
 DH4953.The dynamic height is computed by dividing the NAVD 88
 DH4953.geopotential number by the normal gravity value computed on the
 DH4953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4953.degrees latitude (g = 980.6199 gals.).
 DH4953
 DH4953.The modeled gravity was interpolated from observed gravity values.
 DH4953
 DH4953;                    North         East    Units  Estimated Accuracy
 DH4953;SPC MN C     -   213,260.      905,510.      MT  (+/- 180 meters Scaled)
 DH4953
 DH4953                          SUPERSEDED SURVEY CONTROL
 DH4953
 DH4953.No superseded survey control is available for this station.
 DH4953
 DH4953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL087952(NAD 83)
 DH4953_MARKER: DD = SURVEY DISK
 DH4953_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH4953_SP_SET: BRIDGE ABUTMENT
 DH4953_STAMPING: 5804 C 1996
 DH4953_MARK LOGO: MNDT  
 DH4953_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH4953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH4953+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1997
 DH4953
 DH4953  HISTORY     - Date     Condition        Report By
 DH4953  HISTORY     - 1964     MONUMENTED       MNDT
 DH4953  HISTORY     - 19970409 GOOD             MNDT
 DH4953
 DH4953                          STATION DESCRIPTION
 DH4953
 DH4953'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DH4953'THE MARK IS 2.5 MI (4.0 KM) EAST OF HINCKLEY, IN ABUT AT SE COR OF
 DH4953'BRDG NO 9819 OVER GRINDSTONE RIVER, 2.15 MI (3.46 KM) EAST ALONG TH 48
 DH4953'FROM JCT OF TH 48 AND FAI 35 IN HINCKLEY, AT TH 48 MP 15, 19.7 FT (6.0
 DH4953'M) SOUTH OF TH 48, NOT MAGNETIC, NOT SUITABLE FOR GPS.  DISK SET IN
 DH4953'BRIDGE WHEN BUILT IN 1964 THEN STAMPED IN 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4954 ***********************************************************************
 DH4954  DESIGNATION -  5804 D
 DH4954  PID         -  DH4954
 DH4954  STATE/COUNTY-  MN/PINE
 DH4954  USGS QUAD   -  HINCKLEY (1991)
 DH4954
 DH4954                         *CURRENT SURVEY CONTROL
 DH4954  ___________________________________________________________________
 DH4954* NAD 83(1986)-  46 00 39.     (N)    092 52 37.     (W)     SCALED    
 DH4954* NAVD 88     -       294.748  (meters)     967.02   (feet)  ADJUSTED  
 DH4954  ___________________________________________________________________
 DH4954  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DH4954  DYNAMIC HT  -         294.755 (meters)     967.04  (feet)  COMP
 DH4954  MODELED GRAV-     980,631.8   (mgal)                       NAVD 88
 DH4954
 DH4954  VERT ORDER  -  SECOND    CLASS I
 DH4954
 DH4954.The horizontal coordinates were scaled from a topographic map and have
 DH4954.an estimated accuracy of +/- 6 seconds.
 DH4954
 DH4954.The orthometric height was determined by differential leveling
 DH4954.and adjusted by the National Geodetic Survey in March 2006..
 DH4954.No vertical observational check was made to the station.
 DH4954
 DH4954.The geoid height was determined by GEOID03.
 DH4954
 DH4954.The dynamic height is computed by dividing the NAVD 88
 DH4954.geopotential number by the normal gravity value computed on the
 DH4954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4954.degrees latitude (g = 980.6199 gals.).
 DH4954
 DH4954.The modeled gravity was interpolated from observed gravity values.
 DH4954
 DH4954;                    North         East    Units  Estimated Accuracy
 DH4954;SPC MN C     -   213,270.      906,330.      MT  (+/- 180 meters Scaled)
 DH4954
 DH4954                          SUPERSEDED SURVEY CONTROL
 DH4954
 DH4954.No superseded survey control is available for this station.
 DH4954
 DH4954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL095952(NAD 83)
 DH4954_MARKER: DD = SURVEY DISK
 DH4954_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH4954_SP_SET: BRIDGE ABUTMENT
 DH4954_STAMPING: 5804 D 1996
 DH4954_MARK LOGO: MNDT  
 DH4954_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH4954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4954_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH4954+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1997
 DH4954
 DH4954  HISTORY     - Date     Condition        Report By
 DH4954  HISTORY     - 1989     MONUMENTED       MNDT
 DH4954  HISTORY     - 19970409 GOOD             MNDT
 DH4954
 DH4954                          STATION DESCRIPTION
 DH4954
 DH4954'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DH4954'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MI (4.8 KM)
 DH4954'EAST OF HINCKLEY, IN ABUT AT SE COR OF BRDG NO 5780 OVER GRINDSTONE
 DH4954'RIVER, 2.65 MI (4.26 KM) EAST ALONG TH 48 FROM JCT OF TH 48 AND FAI 35
 DH4954'IN HINCKLEY, AT TH 48 MP2.65, 19.7 FT (6.0 M) SOUTH OF TH 48, NOT
 DH4954'MAGNETIC, NOT SUITABLE FOR GPS.  DISK SET IN BRIDGE WHEN REMODELED IN
 DH4954'1989 THEN STAMPED IN 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4956 ***********************************************************************
 DH4956  DESIGNATION -  5804 E
 DH4956  PID         -  DH4956
 DH4956  STATE/COUNTY-  MN/PINE
 DH4956  USGS QUAD   -  SANDSTONE SOUTH (1982)
 DH4956
 DH4956                         *CURRENT SURVEY CONTROL
 DH4956  ___________________________________________________________________
 DH4956* NAD 83(1986)-  46 00 32.     (N)    092 51 07.     (W)     SCALED    
 DH4956* NAVD 88     -       300.146  (meters)     984.73   (feet)  ADJUSTED  
 DH4956  ___________________________________________________________________
 DH4956  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DH4956  DYNAMIC HT  -         300.156 (meters)     984.76  (feet)  COMP
 DH4956  MODELED GRAV-     980,639.1   (mgal)                       NAVD 88
 DH4956
 DH4956  VERT ORDER  -  SECOND    CLASS I
 DH4956
 DH4956.The horizontal coordinates were scaled from a topographic map and have
 DH4956.an estimated accuracy of +/- 6 seconds.
 DH4956
 DH4956.The orthometric height was determined by differential leveling
 DH4956.and adjusted by the National Geodetic Survey in March 2006..
 DH4956.No vertical observational check was made to the station.
 DH4956
 DH4956.The geoid height was determined by GEOID03.
 DH4956
 DH4956.The dynamic height is computed by dividing the NAVD 88
 DH4956.geopotential number by the normal gravity value computed on the
 DH4956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4956.degrees latitude (g = 980.6199 gals.).
 DH4956
 DH4956.The modeled gravity was interpolated from observed gravity values.
 DH4956
 DH4956;                    North         East    Units  Estimated Accuracy
 DH4956;SPC MN C     -   213,090.      908,270.      MT  (+/- 180 meters Scaled)
 DH4956
 DH4956                          SUPERSEDED SURVEY CONTROL
 DH4956
 DH4956.No superseded survey control is available for this station.
 DH4956
 DH4956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL114950(NAD 83)
 DH4956_MARKER: DD = SURVEY DISK
 DH4956_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4956_STAMPING: 5804 E 1996
 DH4956_MARK LOGO: MNDT  
 DH4956_PROJECTION: FLUSH
 DH4956_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4956+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DH4956_ROD/PIPE-DEPTH:  3.4 meters
 DH4956
 DH4956  HISTORY     - Date     Condition        Report By
 DH4956  HISTORY     - 1996     MONUMENTED       MNDT
 DH4956
 DH4956                          STATION DESCRIPTION
 DH4956
 DH4956'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 DH4956'THE MARK IS 4 MI (6.4 KM) EAST OF HINCKLEY, 3.8 MI (6.1 KM) EAST ALONG
 DH4956'TH 48 FROM JCT OF TH 48 AND FAI 35 IN HINCKLEY, AT TH 48 MP 3.80, 81.4
 DH4956'FT (24.8 M) SOUTH OF TH 48, 6.2 FT (1.9 M) EAST OF P-POLE, 29.9 FT
 DH4956'(9.1 M) ESE OF TEL PED NO 2185, 3.8 FT (1.2 M) EAST OF WIT POST, STA
 DH4956'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4957 ***********************************************************************
 DH4957  DESIGNATION -  5804 F
 DH4957  PID         -  DH4957
 DH4957  STATE/COUNTY-  MN/PINE
 DH4957  USGS QUAD   -  SANDSTONE SOUTH (1982)
 DH4957
 DH4957                         *CURRENT SURVEY CONTROL
 DH4957  ___________________________________________________________________
 DH4957* NAD 83(1986)-  46 00 39.     (N)    092 50 21.     (W)     SCALED    
 DH4957* NAVD 88     -       283.714  (meters)     930.82   (feet)  ADJUSTED  
 DH4957  ___________________________________________________________________
 DH4957  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DH4957  DYNAMIC HT  -         283.725 (meters)     930.85  (feet)  COMP
 DH4957  MODELED GRAV-     980,642.9   (mgal)                       NAVD 88
 DH4957
 DH4957  VERT ORDER  -  SECOND    CLASS I
 DH4957
 DH4957.The horizontal coordinates were scaled from a topographic map and have
 DH4957.an estimated accuracy of +/- 6 seconds.
 DH4957
 DH4957.The orthometric height was determined by differential leveling
 DH4957.and adjusted by the National Geodetic Survey in March 2006..
 DH4957.No vertical observational check was made to the station.
 DH4957
 DH4957.The geoid height was determined by GEOID03.
 DH4957
 DH4957.The dynamic height is computed by dividing the NAVD 88
 DH4957.geopotential number by the normal gravity value computed on the
 DH4957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4957.degrees latitude (g = 980.6199 gals.).
 DH4957
 DH4957.The modeled gravity was interpolated from observed gravity values.
 DH4957
 DH4957;                    North         East    Units  Estimated Accuracy
 DH4957;SPC MN C     -   213,320.      909,250.      MT  (+/- 180 meters Scaled)
 DH4957
 DH4957                          SUPERSEDED SURVEY CONTROL
 DH4957
 DH4957.No superseded survey control is available for this station.
 DH4957
 DH4957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL124952(NAD 83)
 DH4957_MARKER: DD = SURVEY DISK
 DH4957_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH4957_SP_SET: BRIDGE ABUTMENT
 DH4957_STAMPING: 5804 F 1996
 DH4957_MARK LOGO: MNDT  
 DH4957_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH4957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH4957+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1997
 DH4957
 DH4957  HISTORY     - Date     Condition        Report By
 DH4957  HISTORY     - 1964     MONUMENTED       MNDT
 DH4957  HISTORY     - 19970409 GOOD             MNDT
 DH4957
 DH4957                          STATION DESCRIPTION
 DH4957
 DH4957'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DH4957'THE MARK IS 4.75 MI (7.64 KM) EAST OF HINCKLEY, IN ABUT AT SE COR OF
 DH4957'BRDG NO 5781 OVER KETTLE RIVER,4.5 MI EAST ALONG TH 48 FROM JCT OF TH
 DH4957'48 AND FAI 35 IN HINCKLEY, AT TH 48 MP 4.5, 18.7 FT (5.7 M) SSE OF TH
 DH4957'48, NOT MAGNETIC, NOT SUITABLE FOR GPS.  DISK SET IN BRIDGE WHEN BUILT
 DH4957'IN 1964 THEN STAMPED IN 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5994 ***********************************************************************
 DE5994  DESIGNATION -  5804 G
 DE5994  PID         -  DE5994
 DE5994  STATE/COUNTY-  MN/PINE
 DE5994  USGS QUAD   -  SANDSTONE SOUTH (1982)
 DE5994
 DE5994                         *CURRENT SURVEY CONTROL
 DE5994  ___________________________________________________________________
 DE5994* NAD 83(1996)-  46 00 40.02417(N)    092 49 31.54606(W)     ADJUSTED  
 DE5994* NAVD 88     -       297.848  (meters)     977.19   (feet)  ADJUSTED  
 DE5994  ___________________________________________________________________
 DE5994  X           -    -218,743.839 (meters)                     COMP
 DE5994  Y           -  -4,432,224.575 (meters)                     COMP
 DE5994  Z           -   4,566,300.685 (meters)                     COMP
 DE5994  LAPLACE CORR-           9.26  (seconds)                    DEFLEC99
 DE5994  ELLIP HEIGHT-         270.75  (meters)          (07/08/02) GPS OBS
 DE5994  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DE5994  DYNAMIC HT  -         297.860 (meters)     977.23  (feet)  COMP
 DE5994  MODELED GRAV-     980,647.2   (mgal)                       NAVD 88
 DE5994
 DE5994  HORZ ORDER  -  FIRST
 DE5994  VERT ORDER  -  SECOND    CLASS I
 DE5994  ELLP ORDER  -  THIRD     CLASS II
 DE5994
 DE5994.The horizontal coordinates were established by GPS observations
 DE5994.and adjusted by the MN DEPT OF TRANSP in July 2002..
 DE5994
 DE5994.The orthometric height was determined by differential leveling
 DE5994.and adjusted by the National Geodetic Survey in March 2006..
 DE5994.No vertical observational check was made to the station.
 DE5994
 DE5994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5994
 DE5994.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5994
 DE5994.The ellipsoidal height was determined by GPS observations
 DE5994.and is referenced to NAD 83.
 DE5994
 DE5994.The geoid height was determined by GEOID03.
 DE5994
 DE5994.The dynamic height is computed by dividing the NAVD 88
 DE5994.geopotential number by the normal gravity value computed on the
 DE5994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5994.degrees latitude (g = 980.6199 gals.).
 DE5994
 DE5994.The modeled gravity was interpolated from observed gravity values.
 DE5994
 DE5994;                    North         East     Units Scale Factor Converg.
 DE5994;SPC MN C     -   213,373.759   910,317.031   MT  0.99993791   +1 01 49.9
 DE5994;UTM  15      - 5,095,297.573   513,514.692   MT  0.99960225   +0 07 32.2
 DE5994
 DE5994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5994!SPC MN C     -   0.99995756  x   0.99993791  =   0.99989547
 DE5994!UTM  15      -   0.99995756  x   0.99960225  =   0.99955982
 DE5994
 DE5994                          SUPERSEDED SURVEY CONTROL
 DE5994
 DE5994  NAVD 88 (07/08/02)  297.85   (m)          977.2    (f) LEVELING    3  
 DE5994
 DE5994.Superseded values are not recommended for survey control.
 DE5994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5994.See file dsdata.txt to determine how the superseded data were derived.
 DE5994
 DE5994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1351595298(NAD 83)
 DE5994_MARKER: DD = SURVEY DISK
 DE5994_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5994_STAMPING: 5804 G 1996
 DE5994_MARK LOGO: MNDT  
 DE5994_PROJECTION: PROJECTING 5 CENTIMETERS
 DE5994_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5994+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2004
 DE5994_ROD/PIPE-DEPTH:  4.0 meters
 DE5994
 DE5994  HISTORY     - Date     Condition        Report By
 DE5994  HISTORY     - 1996     MONUMENTED       MNDT
 DE5994  HISTORY     - 19970409 GOOD             MNDT
 DE5994  HISTORY     - 20041202 GOOD             MNDT
 DE5994
 DE5994                          STATION DESCRIPTION
 DE5994
 DE5994'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 DE5994'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) EAST OF HINCKLEY, 5.15 MI
 DE5994'(8.29 KM) EAST ALONG TH 48 FROM JCT OF TH 48 AN D FAI 35 IN HINCKLEY,
 DE5994'AT TH 48 MP 5.15, 130.0 FT (39.6 M) SOUTH OF TH 48, 33.0 FT (10.1 M)
 DE5994'WEST OF CO RD 20, 4.3 FT (1.3 M) SOUTH OF P-POLE, 31.0 FT (9.4 M)
 DE5994'NORTH OF EXTENDED DRIVEWAY, 2.0 FT (0.6 M) NORTH OF WIT POST, STA
 DE5994'PROJECTS 0.2 FT (6.1 CM) ABOVE GROUND, MAGNETIC, GOOD FOR GPS
 DE5994
 DE5994                          STATION RECOVERY (1997)
 DE5994
 DE5994'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 DE5994'THE MARK IS 5.5 MI (8.9 KM) EAST OF HINCKLEY, 5.15 MI (8.29 KM) EAST
 DE5994'ALONG TH 48 FROM JCT OF TH 48 AND FAI 35 IN HINCKLEY, AT TH 48 MP
 DE5994'5.15, 130.0 FT (39.6 M) SOUTH OF TH 48, 33.0 FT (10.1 M) WEST OF CO RD
 DE5994'20, 4.3 FT (1.3 M) SOUTH OF P-POLE, 31.0 FT (9.4 M) NORTH OF EXTENDED
 DE5994'DRIVEWAY, 2.0 FT (0.6 M) NORTH OF WIT POST, PROJECTS 2 INCHES,
 DE5994'MAGNETIC, AND SUITABLE FOR GPS.
 DE5994
 DE5994                          STATION RECOVERY (2004)
 DE5994
 DE5994'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MFS)
 DE5994'5.5 MILES EAST OF HINCKLEY, 5.15 MILES EAST ALONG TRUNK HIGHWAY 48
 DE5994'FROM JUNCTION OF TRUNK HIGHWAY 48 AND INTERSTATE HIGHWAY 35 IN
 DE5994'HINCKLEY, AT TRUNK HIGHWAY 48 MILEPOINT 5.15, 130.0 FEET SOUTH OF
 DE5994'TRUNK HIGHWAY 48, 33.0 FEET WEST OF COUNTY ROAD 20, 4.3 FEET SOUTH OF
 DE5994'POWER POLE, 31.0 FEET NORTH OF EXTENDED DRIVEWAY, 2.0 FEET NORTH OF
 DE5994'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5995 ***********************************************************************
 DE5995  DESIGNATION -  5804 H
 DE5995  PID         -  DE5995
 DE5995  STATE/COUNTY-  MN/PINE
 DE5995  USGS QUAD   -  SANDSTONE SOUTH (1982)
 DE5995
 DE5995                         *CURRENT SURVEY CONTROL
 DE5995  ___________________________________________________________________
 DE5995* NAD 83(1996)-  46 00 43.26491(N)    092 46 58.82358(W)     ADJUSTED  
 DE5995* NAVD 88     -       310.558  (meters)    1018.89   (feet)  ADJUSTED  
 DE5995  ___________________________________________________________________
 DE5995  X           -    -215,459.011 (meters)                     COMP
 DE5995  Y           -  -4,432,322.320 (meters)                     COMP
 DE5995  Z           -   4,566,379.418 (meters)                     COMP
 DE5995  LAPLACE CORR-           7.65  (seconds)                    DEFLEC99
 DE5995  ELLIP HEIGHT-         283.59  (meters)          (07/08/02) GPS OBS
 DE5995  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DE5995  DYNAMIC HT  -         310.576 (meters)    1018.95  (feet)  COMP
 DE5995  MODELED GRAV-     980,663.1   (mgal)                       NAVD 88
 DE5995
 DE5995  HORZ ORDER  -  FIRST
 DE5995  VERT ORDER  -  SECOND    CLASS I
 DE5995  ELLP ORDER  -  THIRD     CLASS II
 DE5995
 DE5995.The horizontal coordinates were established by GPS observations
 DE5995.and adjusted by the MN DEPT OF TRANSP in July 2002..
 DE5995
 DE5995.The orthometric height was determined by differential leveling
 DE5995.and adjusted by the National Geodetic Survey in March 2006..
 DE5995.No vertical observational check was made to the station.
 DE5995
 DE5995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5995
 DE5995.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5995
 DE5995.The ellipsoidal height was determined by GPS observations
 DE5995.and is referenced to NAD 83.
 DE5995
 DE5995.The geoid height was determined by GEOID03.
 DE5995
 DE5995.The dynamic height is computed by dividing the NAVD 88
 DE5995.geopotential number by the normal gravity value computed on the
 DE5995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5995.degrees latitude (g = 980.6199 gals.).
 DE5995
 DE5995.The modeled gravity was interpolated from observed gravity values.
 DE5995
 DE5995;                    North         East     Units Scale Factor Converg.
 DE5995;SPC MN C     -   213,533.762   913,599.987   MT  0.99993782   +1 03 40.3
 DE5995;UTM  15      - 5,095,405.666   516,798.665   MT  0.99960347   +0 09 22.0
 DE5995
 DE5995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5995!SPC MN C     -   0.99995554  x   0.99993782  =   0.99989337
 DE5995!UTM  15      -   0.99995554  x   0.99960347  =   0.99955903
 DE5995
 DE5995                          SUPERSEDED SURVEY CONTROL
 DE5995
 DE5995  NAVD 88 (07/08/02)  310.56   (m)         1018.9    (f) LEVELING    3  
 DE5995
 DE5995.Superseded values are not recommended for survey control.
 DE5995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5995.See file dsdata.txt to determine how the superseded data were derived.
 DE5995
 DE5995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1679995406(NAD 83)
 DE5995_MARKER: DD = SURVEY DISK
 DE5995_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5995_STAMPING: 5804 H 1996
 DE5995_MARK LOGO: MNDT  
 DE5995_PROJECTION: FLUSH
 DE5995_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5995+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1997
 DE5995_ROD/PIPE-DEPTH: 10.7 meters
 DE5995
 DE5995  HISTORY     - Date     Condition        Report By
 DE5995  HISTORY     - 1996     MONUMENTED       MNDT
 DE5995  HISTORY     - 19970409 GOOD             MNDT
 DE5995
 DE5995                          STATION DESCRIPTION
 DE5995
 DE5995'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 DE5995'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) WEST OF CLOVERDALE, 2.1 MI
 DE5995'(3.4 KM) WEST ALONG TH 48 FROM JCT OF TH 48 AND CO RD 20 IN
 DE5995'CLOVERDALE, AT TH 48 MP 7.2, 74.4 FT (22.7 M) NORTH OF TH 48, 135.  3
 DE5995'FT (0.9 M) WEST OF DEAD END ROAD, 4.4 FT (1.3 M) EAST OF P-POLE, 2.0
 DE5995'FT (0.6 M) WEST OF WI T POST, STA FLUSH WITH GROUND, MAGNETIC, GOOD
 DE5995'FOR GPS
 DE5995
 DE5995                          STATION RECOVERY (1997)
 DE5995
 DE5995'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 DE5995'THE MARK IS 2 MI (3.2 KM) WEST OF CLOVERDALE, 2.1 MI (3.4 KM) WEST
 DE5995'ALONG TH 48 FROM JCT OF TH 48 AND CO RD 20 IN CLOVERDALE, AT TH 48 MP
 DE5995'7.2, 74.4 FT (22.7 M) NORTH OF TH 48, 135.3 FT (41.2 M) WEST OF DEAD
 DE5995'END ROAD, 4.4 FT (1.3 M) EAST OF P-POLE, 2.0 FT (0.6 M) WEST OF WIT
 DE5995'POST, STA FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5996 ***********************************************************************
 DE5996  DESIGNATION -  5804 J
 DE5996  PID         -  DE5996
 DE5996  STATE/COUNTY-  MN/PINE
 DE5996  USGS QUAD   -  SANDSTONE SOUTH (1982)
 DE5996
 DE5996                         *CURRENT SURVEY CONTROL
 DE5996  ___________________________________________________________________
 DE5996* NAD 83(1996)-  46 00 42.68769(N)    092 45 41.24556(W)     ADJUSTED  
 DE5996* NAVD 88     -       301.134  (meters)     987.97   (feet)  ADJUSTED  
 DE5996  ___________________________________________________________________
 DE5996  X           -    -213,792.265 (meters)                     COMP
 DE5996  Y           -  -4,432,409.351 (meters)                     COMP
 DE5996  Z           -   4,566,360.299 (meters)                     COMP
 DE5996  LAPLACE CORR-           6.97  (seconds)                    DEFLEC99
 DE5996  ELLIP HEIGHT-         274.22  (meters)          (07/08/02) GPS OBS
 DE5996  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DE5996  DYNAMIC HT  -         301.153 (meters)     988.03  (feet)  COMP
 DE5996  MODELED GRAV-     980,669.6   (mgal)                       NAVD 88
 DE5996
 DE5996  HORZ ORDER  -  FIRST
 DE5996  VERT ORDER  -  SECOND    CLASS I
 DE5996  ELLP ORDER  -  THIRD     CLASS II
 DE5996
 DE5996.The horizontal coordinates were established by GPS observations
 DE5996.and adjusted by the MN DEPT OF TRANSP in July 2002..
 DE5996
 DE5996.The orthometric height was determined by differential leveling
 DE5996.and adjusted by the National Geodetic Survey in March 2006..
 DE5996.No vertical observational check was made to the station.
 DE5996
 DE5996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5996
 DE5996.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5996
 DE5996.The ellipsoidal height was determined by GPS observations
 DE5996.and is referenced to NAD 83.
 DE5996
 DE5996.The geoid height was determined by GEOID03.
 DE5996
 DE5996.The dynamic height is computed by dividing the NAVD 88
 DE5996.geopotential number by the normal gravity value computed on the
 DE5996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5996.degrees latitude (g = 980.6199 gals.).
 DE5996
 DE5996.The modeled gravity was interpolated from observed gravity values.
 DE5996
 DE5996;                    North         East     Units Scale Factor Converg.
 DE5996;SPC MN C     -   213,547.078   915,268.858   MT  0.99993784   +1 04 36.5
 DE5996;UTM  15      - 5,095,392.623   518,466.981   MT  0.99960419   +0 10 17.9
 DE5996
 DE5996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5996!SPC MN C     -   0.99995701  x   0.99993784  =   0.99989486
 DE5996!UTM  15      -   0.99995701  x   0.99960419  =   0.99956122
 DE5996
 DE5996                          SUPERSEDED SURVEY CONTROL
 DE5996
 DE5996  NAVD 88 (07/08/02)  301.14   (m)          988.0    (f) LEVELING    3  
 DE5996
 DE5996.Superseded values are not recommended for survey control.
 DE5996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5996.See file dsdata.txt to determine how the superseded data were derived.
 DE5996
 DE5996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1846795393(NAD 83)
 DE5996_MARKER: DD = SURVEY DISK
 DE5996_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5996_STAMPING: 5804 J 1996
 DE5996_MARK LOGO: MNDT  
 DE5996_PROJECTION: PROJECTING 5 CENTIMETERS
 DE5996_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5996+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1997
 DE5996_ROD/PIPE-DEPTH: 16.8 meters
 DE5996
 DE5996  HISTORY     - Date     Condition        Report By
 DE5996  HISTORY     - 1996     MONUMENTED       MNDT
 DE5996  HISTORY     - 19970409 GOOD             MNDT
 DE5996
 DE5996                          STATION DESCRIPTION
 DE5996
 DE5996'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 DE5996'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) WEST OF CLOVERDALE, 1.05 MI
 DE5996'(1.69 KM) WEST ON TH 48 FROM JCT OF TH 48 AND C O RD 20 IN CLOVERDALE,
 DE5996'AT TH 48 MP 8.25, 96.0 FT (29.3 M) SOUTH OF TH 48, 33.  5 FT (1.5 M)
 DE5996'WEST OF GRAVEL RD, 4.2 FT (1.3 M) SOUTH OF P-POLE, 68.2 FT (20.8 M)
 DE5996'WSW OF TEL PED NO 2336, 1.1 FT (0.3 M) NORTH OF WIT POST, STA PROJECTS
 DE5996'0.2 FT (6.1 CM) ABOVE GROUND, MAGNETIC, GOOD FOR GPS
 DE5996
 DE5996                          STATION RECOVERY (1997)
 DE5996
 DE5996'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 DE5996'THE MARK IS 1 MI (1.6 KM) WEST OF CLOVERDALE, 1.05 MI (1.69 KM) WEST
 DE5996'ALONG TH 48 FROM JCT OF TH 48 AND CO RD 20 IN CLOVERDALE, AT TH 48 MP
 DE5996'8.25, 96.0 FT (29.3 M) SOUTH OF TH 48, 33.5 FT (10.2 M) WEST OF GRAVEL
 DE5996'RD, 4.2 FT (1.3 M) SOUTH OF P-POLE, 68.2 FT (20.8 M) WSW OF TEL PED NO
 DE5996'2336, 1.1 FT (0.3 M) NORTH OF WIT POST, PROJECTS 2 INCHES, MAGNETIC,
 DE5996'AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4959 ***********************************************************************
 DH4959  DESIGNATION -  5804 K
 DH4959  PID         -  DH4959
 DH4959  STATE/COUNTY-  MN/PINE
 DH4959  USGS QUAD   -  CLOVERDALE (1981)
 DH4959
 DH4959                         *CURRENT SURVEY CONTROL
 DH4959  ___________________________________________________________________
 DH4959* NAD 83(1986)-  46 00 44.     (N)    092 42 44.     (W)     SCALED    
 DH4959* NAVD 88     -       292.635  (meters)     960.09   (feet)  ADJUSTED  
 DH4959  ___________________________________________________________________
 DH4959  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DH4959  DYNAMIC HT  -         292.656 (meters)     960.16  (feet)  COMP
 DH4959  MODELED GRAV-     980,677.8   (mgal)                       NAVD 88
 DH4959
 DH4959  VERT ORDER  -  SECOND    CLASS I
 DH4959
 DH4959.The horizontal coordinates were scaled from a topographic map and have
 DH4959.an estimated accuracy of +/- 6 seconds.
 DH4959
 DH4959.The orthometric height was determined by differential leveling
 DH4959.and adjusted by the National Geodetic Survey in March 2006..
 DH4959.No vertical observational check was made to the station.
 DH4959
 DH4959.The geoid height was determined by GEOID03.
 DH4959
 DH4959.The dynamic height is computed by dividing the NAVD 88
 DH4959.geopotential number by the normal gravity value computed on the
 DH4959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4959.degrees latitude (g = 980.6199 gals.).
 DH4959
 DH4959.The modeled gravity was interpolated from observed gravity values.
 DH4959
 DH4959;                    North         East    Units  Estimated Accuracy
 DH4959;SPC MN C     -   213,660.      919,080.      MT  (+/- 180 meters Scaled)
 DH4959
 DH4959                          SUPERSEDED SURVEY CONTROL
 DH4959
 DH4959.No superseded survey control is available for this station.
 DH4959
 DH4959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL222954(NAD 83)
 DH4959_MARKER: DH = HORIZONTAL CONTROL DISK
 DH4959_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH4959_SP_SET: BRIDGE ABUTMENT
 DH4959_STAMPING: 5804 K 1996
 DH4959_MARK LOGO: MNDT  
 DH4959_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH4959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH4959+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1997
 DH4959
 DH4959  HISTORY     - Date     Condition        Report By
 DH4959  HISTORY     - 1940     MONUMENTED       MNDT
 DH4959  HISTORY     - 19970409 GOOD             MNDT
 DH4959
 DH4959                          STATION DESCRIPTION
 DH4959
 DH4959'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DH4959'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DH4959'EAST OF CLOVERDALE, IN SE COR OF BRDG NO 5783 ABUTMENT OVER SAND
 DH4959'RIVER, 1.3 MI (2.1 KM) EAST ALONG TH 48 FROM JCT OF TH 48 AND CO RD 20
 DH4959'IN CLOVERDALE, AT TH 48 MP 10.6, 17.4 FT (5.3 M) SOUTH OF TH 48, NOT
 DH4959'MAGNETIC, AND NOT SUITABLE FOR GPS.  DISK SET IN BRIDGE WHEN BUILT IN
 DH4959'1940 THEN STAMPED IN 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4960 ***********************************************************************
 DH4960  DESIGNATION -  5804 L
 DH4960  PID         -  DH4960
 DH4960  STATE/COUNTY-  MN/PINE
 DH4960  USGS QUAD   -  CLOVERDALE (1981)
 DH4960
 DH4960                         *CURRENT SURVEY CONTROL
 DH4960  ___________________________________________________________________
 DH4960* NAD 83(1986)-  46 00 43.     (N)    092 40 31.     (W)     SCALED    
 DH4960* NAVD 88     -       300.552  (meters)     986.06   (feet)  ADJUSTED  
 DH4960  ___________________________________________________________________
 DH4960  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 DH4960  DYNAMIC HT  -         300.575 (meters)     986.14  (feet)  COMP
 DH4960  MODELED GRAV-     980,681.2   (mgal)                       NAVD 88
 DH4960
 DH4960  VERT ORDER  -  SECOND    CLASS I
 DH4960
 DH4960.The horizontal coordinates were scaled from a topographic map and have
 DH4960.an estimated accuracy of +/- 6 seconds.
 DH4960
 DH4960.The orthometric height was determined by differential leveling
 DH4960.and adjusted by the National Geodetic Survey in March 2006..
 DH4960.No vertical observational check was made to the station.
 DH4960
 DH4960.The geoid height was determined by GEOID03.
 DH4960
 DH4960.The dynamic height is computed by dividing the NAVD 88
 DH4960.geopotential number by the normal gravity value computed on the
 DH4960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4960.degrees latitude (g = 980.6199 gals.).
 DH4960
 DH4960.The modeled gravity was interpolated from observed gravity values.
 DH4960
 DH4960;                    North         East    Units  Estimated Accuracy
 DH4960;SPC MN C     -   213,690.      921,940.      MT  (+/- 180 meters Scaled)
 DH4960
 DH4960                          SUPERSEDED SURVEY CONTROL
 DH4960
 DH4960.No superseded survey control is available for this station.
 DH4960
 DH4960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL251954(NAD 83)
 DH4960_MARKER: DD = SURVEY DISK
 DH4960_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4960_STAMPING: 5804 L 1996
 DH4960_MARK LOGO: MNDT  
 DH4960_PROJECTION: PROJECTING 3 CENTIMETERS
 DH4960_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH4960+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DH4960_ROD/PIPE-DEPTH: 10.1 meters
 DH4960
 DH4960  HISTORY     - Date     Condition        Report By
 DH4960  HISTORY     - 1996     MONUMENTED       MNDT
 DH4960
 DH4960                          STATION DESCRIPTION
 DH4960
 DH4960'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 DH4960'THE MARK IS 3 MI (4.8 KM) EAST OF CLOVERDALE, 3.15 MI (5.07 KM) EAST
 DH4960'ALONG TH 48 FROM JCT OF TH 48 AND CO RD 20 IN CLOVERDALE, AT TH 48 MP
 DH4960'12.48, 51.0 FT (15.5 M) NORTH OF TH 48, 12.5 EAST OF TRAIL, 104.0 FT
 DH4960'(31.7 M) NNE OF FENCE COR, 4.5 FT (1.4 M) WSW OF 5 INCH BIRCH TREE,
 DH4960'1.3 FT (0.4 M) EAST OF WIT POST, PROJECTS 1 INCH, MAGNETIC, AND NOT
 DH4960'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5982 ***********************************************************************
 DE5982  DESIGNATION -  5804 M
 DE5982  PID         -  DE5982
 DE5982  STATE/COUNTY-  MN/PINE
 DE5982  USGS QUAD   -  CLOVERDALE (1981)
 DE5982
 DE5982                         *CURRENT SURVEY CONTROL
 DE5982  ___________________________________________________________________
 DE5982* NAD 83(1996)-  46 00 43.12951(N)    092 38 05.18063(W)     ADJUSTED  
 DE5982* NAVD 88     -       297.669  (meters)     976.60   (feet)  ADJUSTED  
 DE5982  ___________________________________________________________________
 DE5982  X           -    -203,990.852 (meters)                     COMP
 DE5982  Y           -  -4,432,859.214 (meters)                     COMP
 DE5982  Z           -   4,566,367.485 (meters)                     COMP
 DE5982  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 DE5982  ELLIP HEIGHT-         271.04  (meters)          (07/08/02) GPS OBS
 DE5982  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DE5982  DYNAMIC HT  -         297.692 (meters)     976.68  (feet)  COMP
 DE5982  MODELED GRAV-     980,684.2   (mgal)                       NAVD 88
 DE5982
 DE5982  HORZ ORDER  -  FIRST
 DE5982  VERT ORDER  -  SECOND    CLASS I
 DE5982  ELLP ORDER  -  THIRD     CLASS II
 DE5982
 DE5982.The horizontal coordinates were established by GPS observations
 DE5982.and adjusted by the MN DEPT OF TRANSP in July 2002..
 DE5982
 DE5982.The orthometric height was determined by differential leveling
 DE5982.and adjusted by the National Geodetic Survey in March 2006..
 DE5982.No vertical observational check was made to the station.
 DE5982
 DE5982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5982
 DE5982.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5982
 DE5982.The ellipsoidal height was determined by GPS observations
 DE5982.and is referenced to NAD 83.
 DE5982
 DE5982.The geoid height was determined by GEOID03.
 DE5982
 DE5982.The dynamic height is computed by dividing the NAVD 88
 DE5982.geopotential number by the normal gravity value computed on the
 DE5982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5982.degrees latitude (g = 980.6199 gals.).
 DE5982
 DE5982.The modeled gravity was interpolated from observed gravity values.
 DE5982
 DE5982;                    North         East     Units Scale Factor Converg.
 DE5982;SPC MN C     -   213,752.928   925,077.404   MT  0.99993782   +1 10 06.4
 DE5982;UTM  15      - 5,095,443.438   528,274.308   MT  0.99960983   +0 15 46.0
 DE5982
 DE5982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5982!SPC MN C     -   0.99995751  x   0.99993782  =   0.99989533
 DE5982!UTM  15      -   0.99995751  x   0.99960983  =   0.99956736
 DE5982
 DE5982                          SUPERSEDED SURVEY CONTROL
 DE5982
 DE5982  NAVD 88 (07/08/02)  297.68   (m)          976.6    (f) LEVELING    3  
 DE5982
 DE5982.Superseded values are not recommended for survey control.
 DE5982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5982.See file dsdata.txt to determine how the superseded data were derived.
 DE5982
 DE5982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2827495443(NAD 83)
 DE5982_MARKER: DD = SURVEY DISK
 DE5982_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5982_STAMPING: 5804 M 1996
 DE5982_MARK LOGO: MNDT  
 DE5982_PROJECTION: FLUSH
 DE5982_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5982+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2000
 DE5982_ROD/PIPE-DEPTH:  7.6 meters
 DE5982
 DE5982  HISTORY     - Date     Condition        Report By
 DE5982  HISTORY     - 1996     MONUMENTED       MNDT
 DE5982  HISTORY     - 20000401 GOOD             MNDT
 DE5982  HISTORY     - 20000411 GOOD             MNDT
 DE5982
 DE5982                          STATION DESCRIPTION
 DE5982
 DE5982'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 DE5982'THE MARK IS 5 MI (8.0 KM) EAST OF CLOVERDALE, 5.05 MI (8.13 KM) EAST
 DE5982'ALONG TH 48 FROM JCT OF TH 48 AND CO RD 20 IN CLOVERDALE, AT TH 48 MP
 DE5982'14.35, 74 FT (22.6 M) NORTH OF TH 48, 16.0 FT (4.9 M) EAST OF CLOVER
 DE5982'CEMETERY ENT, 2.9 FT (0.9 M) SOUTH OF E-W FENCE, 2.6 FT (0.8 M) SOUTH
 DE5982'OF WIT POST, STA FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DE5982
 DE5982                          STATION RECOVERY (2000)
 DE5982
 DE5982'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 DE5982'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DE5982'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) EAST OF CLOVERDALE, 5.05 MI
 DE5982'(8.13 KM) EAST ON TH 48 FROM JCT OF TH 48 AND CO RD 20 IN CLOVERDALE,
 DE5982'AT TH 48 MP 14.35, 74 FT (22.6 M) NORTH OF TH 48, 16.0 FT (4.9 M) EAST
 DE5982'OF CLOVER CEMETERY ENT, 2.9 FT (0.9 M) SOUTH OF E-W FENCE, 2.6 FT (0.8
 DE5982'M) SOUTH OF WIT POST, STA FLUSH WITH GROUND, MAGNETIC AND SUITABLE FOR
 DE5982'GPS.
 DE5982
 DE5982                          STATION RECOVERY (2000)
 DE5982
 DE5982'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MBR)
 DE5982'THE MARK, AN ALUMINUM DISK ON A DRIVEN ALUMINUM ROD, WAS RECOVERED AS
 DE5982'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4961 ***********************************************************************
 DH4961  DESIGNATION -  5804 N
 DH4961  PID         -  DH4961
 DH4961  STATE/COUNTY-  MN/PINE
 DH4961  USGS QUAD   -  WILBUR LAKE (1981)
 DH4961
 DH4961                         *CURRENT SURVEY CONTROL
 DH4961  ___________________________________________________________________
 DH4961* NAD 83(1986)-  46 00 43.     (N)    092 37 05.     (W)     SCALED    
 DH4961* NAVD 88     -       298.329  (meters)     978.77   (feet)  ADJUSTED  
 DH4961  ___________________________________________________________________
 DH4961  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DH4961  DYNAMIC HT  -         298.353 (meters)     978.85  (feet)  COMP
 DH4961  MODELED GRAV-     980,685.4   (mgal)                       NAVD 88
 DH4961
 DH4961  VERT ORDER  -  SECOND    CLASS I
 DH4961
 DH4961.The horizontal coordinates were scaled from a topographic map and have
 DH4961.an estimated accuracy of +/- 6 seconds.
 DH4961
 DH4961.The orthometric height was determined by differential leveling
 DH4961.and adjusted by the National Geodetic Survey in March 2006..
 DH4961.No vertical observational check was made to the station.
 DH4961
 DH4961.The geoid height was determined by GEOID03.
 DH4961
 DH4961.The dynamic height is computed by dividing the NAVD 88
 DH4961.geopotential number by the normal gravity value computed on the
 DH4961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4961.degrees latitude (g = 980.6199 gals.).
 DH4961
 DH4961.The modeled gravity was interpolated from observed gravity values.
 DH4961
 DH4961;                    North         East    Units  Estimated Accuracy
 DH4961;SPC MN C     -   213,780.      926,370.      MT  (+/- 180 meters Scaled)
 DH4961
 DH4961                          SUPERSEDED SURVEY CONTROL
 DH4961
 DH4961.No superseded survey control is available for this station.
 DH4961
 DH4961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL295954(NAD 83)
 DH4961_MARKER: DD = SURVEY DISK
 DH4961_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4961_STAMPING: 5804 N 1996
 DH4961_MARK LOGO: MNDT  
 DH4961_PROJECTION: RECESSED 3 CENTIMETERS
 DH4961_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH4961+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DH4961_ROD/PIPE-DEPTH:  3.0 meters
 DH4961
 DH4961  HISTORY     - Date     Condition        Report By
 DH4961  HISTORY     - 1996     MONUMENTED       MNDT
 DH4961
 DH4961                          STATION DESCRIPTION
 DH4961
 DH4961'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 DH4961'THE MARK IS 5.75 MI (9.25 KM) EAST OF CLOVERDALE, 5.85 MI (9.41 KM)
 DH4961'EAST ALONG TH 48 FROM JCT OF TH 48 AND CORD 20 IN CLOVERDALE, AT TH 48
 DH4961'MP 15.15, 64.4 FT (19.6 M) SOUTH OF TH 48, 64.4 FT (19.6 M) WEST OF CO
 DH4961'RD 22, 36.2 FT (11.0 M) NNW OF NW COR OF STONE WALL AT PARK ENT, 1.2
 DH4961'FT (0.4 M) SSE OF WIT POST, STA RECESSED 0.1 FT (3.0 CM) , MAGNETIC,
 DH4961'AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5997 ***********************************************************************
 DE5997  DESIGNATION -  5804 P
 DE5997  PID         -  DE5997
 DE5997  STATE/COUNTY-  MN/PINE
 DE5997  USGS QUAD   -  WILBUR LAKE (1981)
 DE5997
 DE5997                         *CURRENT SURVEY CONTROL
 DE5997  ___________________________________________________________________
 DE5997* NAD 83(1996)-  46 00 43.31252(N)    092 34 25.51594(W)     ADJUSTED  
 DE5997* NAVD 88     -       298.198  (meters)     978.34   (feet)  ADJUSTED  
 DE5997  ___________________________________________________________________
 DE5997  X           -    -199,269.737 (meters)                     COMP
 DE5997  Y           -  -4,433,070.332 (meters)                     COMP
 DE5997  Z           -   4,566,371.877 (meters)                     COMP
 DE5997  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 DE5997  ELLIP HEIGHT-         271.69  (meters)          (07/08/02) GPS OBS
 DE5997  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DE5997  DYNAMIC HT  -         298.223 (meters)     978.42  (feet)  COMP
 DE5997  MODELED GRAV-     980,689.4   (mgal)                       NAVD 88
 DE5997
 DE5997  HORZ ORDER  -  FIRST
 DE5997  VERT ORDER  -  SECOND    CLASS I
 DE5997  ELLP ORDER  -  THIRD     CLASS II
 DE5997
 DE5997.The horizontal coordinates were established by GPS observations
 DE5997.and adjusted by the MN DEPT OF TRANSP in July 2002..
 DE5997
 DE5997.The orthometric height was determined by differential leveling
 DE5997.and adjusted by the National Geodetic Survey in March 2006..
 DE5997.No vertical observational check was made to the station.
 DE5997
 DE5997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5997
 DE5997.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5997
 DE5997.The ellipsoidal height was determined by GPS observations
 DE5997.and is referenced to NAD 83.
 DE5997
 DE5997.The geoid height was determined by GEOID03.
 DE5997
 DE5997.The dynamic height is computed by dividing the NAVD 88
 DE5997.geopotential number by the normal gravity value computed on the
 DE5997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5997.degrees latitude (g = 980.6199 gals.).
 DE5997
 DE5997.The modeled gravity was interpolated from observed gravity values.
 DE5997
 DE5997;                    North         East     Units Scale Factor Converg.
 DE5997;SPC MN C     -   213,856.754   929,801.604   MT  0.99993782   +1 12 45.3
 DE5997;UTM  15      - 5,095,472.561   532,998.016   MT  0.99961339   +0 18 24.0
 DE5997
 DE5997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5997!SPC MN C     -   0.99995741  x   0.99993782  =   0.99989523
 DE5997!UTM  15      -   0.99995741  x   0.99961339  =   0.99957082
 DE5997
 DE5997                          SUPERSEDED SURVEY CONTROL
 DE5997
 DE5997  NAVD 88 (07/08/02)  298.21   (m)          978.4    (f) LEVELING    3  
 DE5997
 DE5997.Superseded values are not recommended for survey control.
 DE5997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5997.See file dsdata.txt to determine how the superseded data were derived.
 DE5997
 DE5997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3299895473(NAD 83)
 DE5997_MARKER: DD = SURVEY DISK
 DE5997_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5997_STAMPING: 5804 P 1996
 DE5997_MARK LOGO: MNDT  
 DE5997_PROJECTION: FLUSH
 DE5997_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5997+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1997
 DE5997_ROD/PIPE-DEPTH: 12.2 meters
 DE5997
 DE5997  HISTORY     - Date     Condition        Report By
 DE5997  HISTORY     - 1996     MONUMENTED       MNDT
 DE5997  HISTORY     - 19970409 GOOD             MNDT
 DE5997
 DE5997                          STATION DESCRIPTION
 DE5997
 DE5997'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 DE5997'THE MARK IS LOCATED ABOUT 8 MI (12.9 KM) EAST OF CLOVERDALE, 8.0 MI
 DE5997'(12.9 KM) EAST ON TH 48 FROM JCT OF TH 48 AND CO RD 20 IN CLOVERDALE,
 DE5997'AT TH 48 MP 17.3, 98.0 FT (29.9 M) SOUTH OF TH 48, 4.0 FT (1.2 M) EAST
 DE5997'OF P-POLE, 2.1 FT (0.6 M) WEST OF R/W AND WIT POST, STA FLUSH WITH
 DE5997'GROUND, MAGNETIC, GOOD FOR GPS
 DE5997
 DE5997                          STATION RECOVERY (1997)
 DE5997
 DE5997'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 DE5997'THE MARK IS 8 MI (12.9 KM) EAST OF CLOVERDALE, 8.0 MI (12.9 KM) EAST
 DE5997'ALONG TH 48 FROM JCT OF TH 48 AND CO RD 20 IN CLOVERDALE, AT TH 48 MP
 DE5997'17.3, 98.0 FT (29.9 M) SOUTH OF TH 48, 4.0 FT (1.2 M) EAST OF P-POLE,
 DE5997'2.1 FT (0.6 M) WEST OF R/W AND WIT POST, STA FLUSH, MAGNETIC, AND
 DE5997'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4962 ***********************************************************************
 DH4962  DESIGNATION -  5804 Q
 DH4962  PID         -  DH4962
 DH4962  STATE/COUNTY-  MN/PINE
 DH4962  USGS QUAD   -  WILBUR LAKE (1981)
 DH4962
 DH4962                         *CURRENT SURVEY CONTROL
 DH4962  ___________________________________________________________________
 DH4962* NAD 83(1986)-  46 00 45.     (N)    092 33 13.     (W)     SCALED    
 DH4962* NAVD 88     -       292.188  (meters)     958.62   (feet)  ADJUSTED  
 DH4962  ___________________________________________________________________
 DH4962  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 DH4962  DYNAMIC HT  -         292.213 (meters)     958.70  (feet)  COMP
 DH4962  MODELED GRAV-     980,691.5   (mgal)                       NAVD 88
 DH4962
 DH4962  VERT ORDER  -  SECOND    CLASS I
 DH4962
 DH4962.The horizontal coordinates were scaled from a topographic map and have
 DH4962.an estimated accuracy of +/- 6 seconds.
 DH4962
 DH4962.The orthometric height was determined by differential leveling
 DH4962.and adjusted by the National Geodetic Survey in March 2006..
 DH4962.No vertical observational check was made to the station.
 DH4962
 DH4962.The geoid height was determined by GEOID03.
 DH4962
 DH4962.The dynamic height is computed by dividing the NAVD 88
 DH4962.geopotential number by the normal gravity value computed on the
 DH4962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4962.degrees latitude (g = 980.6199 gals.).
 DH4962
 DH4962.The modeled gravity was interpolated from observed gravity values.
 DH4962
 DH4962;                    North         East    Units  Estimated Accuracy
 DH4962;SPC MN C     -   213,940.      931,360.      MT  (+/- 180 meters Scaled)
 DH4962
 DH4962                          SUPERSEDED SURVEY CONTROL
 DH4962
 DH4962.No superseded survey control is available for this station.
 DH4962
 DH4962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL345955(NAD 83)
 DH4962_MARKER: DD = SURVEY DISK
 DH4962_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH4962_STAMPING: 5804 Q 1996
 DH4962_MARK LOGO: MNDT  
 DH4962_PROJECTION: PROJECTING 3 CENTIMETERS
 DH4962_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4962_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH4962+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DH4962_ROD/PIPE-DEPTH:  8.8 meters
 DH4962
 DH4962  HISTORY     - Date     Condition        Report By
 DH4962  HISTORY     - 1996     MONUMENTED       MNDT
 DH4962
 DH4962                          STATION DESCRIPTION
 DH4962
 DH4962'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 DH4962'THE MARK IS 9 MI (14.5 KM) EAST OF CLOVERDALE, 5.3 MI (8.5 KM) WEST
 DH4962'ALONG TH 48 FROM MN-WI STATE LINE, AT TH 48 MP 18.3, 220 FT (67.1 M)
 DH4962'NORTH OF TH 48, 24.5 FT (7.5 M) EAST OF CO RD 138, 6.5 FT (2.0 M)
 DH4962'SOUTH OF 15 INCH WHITE PINE TREE, 14.5 FT (4.4 M) NORTH OF 12 INCH
 DH4962'WHITE PINE TREE, 58.0 FT (17.7 M) NNW OF P-POLE, 2.0 FT (0.6 M) NORTH
 DH4962'OF WIT POST, STA PROJECTS 0.1 FT (3.0 CM) , MAGNETIC, AND NOT SUITABLE
 DH4962'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4965 ***********************************************************************
 DH4965  DESIGNATION -  5804 S
 DH4965  PID         -  DH4965
 DH4965  STATE/COUNTY-  MN/PINE
 DH4965  USGS QUAD   -  DANBURY WEST (1983)
 DH4965
 DH4965                         *CURRENT SURVEY CONTROL
 DH4965  ___________________________________________________________________
 DH4965* NAD 83(1986)-  46 00 44.     (N)    092 28 04.     (W)     SCALED    
 DH4965* NAVD 88     -       301.287  (meters)     988.47   (feet)  ADJUSTED  
 DH4965  ___________________________________________________________________
 DH4965  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 DH4965  DYNAMIC HT  -         301.316 (meters)     988.57  (feet)  COMP
 DH4965  MODELED GRAV-     980,701.2   (mgal)                       NAVD 88
 DH4965
 DH4965  VERT ORDER  -  SECOND    CLASS I
 DH4965
 DH4965.The horizontal coordinates were scaled from a topographic map and have
 DH4965.an estimated accuracy of +/- 6 seconds.
 DH4965
 DH4965.The orthometric height was determined by differential leveling
 DH4965.and adjusted by the National Geodetic Survey in March 2006..
 DH4965.No vertical observational check was made to the station.
 DH4965
 DH4965.The geoid height was determined by GEOID03.
 DH4965
 DH4965.The dynamic height is computed by dividing the NAVD 88
 DH4965.geopotential number by the normal gravity value computed on the
 DH4965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4965.degrees latitude (g = 980.6199 gals.).
 DH4965
 DH4965.The modeled gravity was interpolated from observed gravity values.
 DH4965
 DH4965;                    North         East    Units  Estimated Accuracy
 DH4965;SPC MN C     -   214,060.      938,010.      MT  (+/- 180 meters Scaled)
 DH4965
 DH4965                          SUPERSEDED SURVEY CONTROL
 DH4965
 DH4965.No superseded survey control is available for this station.
 DH4965
 DH4965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL412955(NAD 83)
 DH4965_MARKER: DD = SURVEY DISK
 DH4965_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DH4965_STAMPING: 5804 S 1996
 DH4965_MARK LOGO: MNDT  
 DH4965_PROJECTION: FLUSH
 DH4965_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH4965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4965+STABILITY: SURFACE MOTION
 DH4965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH4965+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DH4965_ROD/PIPE-DEPTH:  2.4 meters
 DH4965
 DH4965  HISTORY     - Date     Condition        Report By
 DH4965  HISTORY     - 1996     MONUMENTED       MNDT
 DH4965
 DH4965                          STATION DESCRIPTION
 DH4965
 DH4965'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 DH4965'THE MARK IS 5 MI (8.0 KM) WEST OF DANBURY-WI, 1.15 MI (1.85 KM) WEST
 DH4965'ALONG TH 48 FROM MN-WI STATE LINE, AT TH 48 MP 22.45, 100.9 FT (30.8
 DH4965'M) SOUTH OF TH 48, 2.6 FT (0.8 M) SOUTH OF P-POLE, 28.0 FT (8.5 M)
 DH4965'WEST OF GRAVEL RD, 27.9 FT (8.5 M) ENE OF SNOWMOBILE INFO SIGN POST,
 DH4965'1.1 FT (0.3 M) SOUTH OF WIT POST, STA FLUSH, MAGNETIC, AND NOT
 DH4965'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0245 ***********************************************************************
 QO0245  DESIGNATION -  5805 A
 QO0245  PID         -  QO0245
 QO0245  STATE/COUNTY-  MN/PINE
 QO0245  USGS QUAD   -  RUSH CITY (1983)
 QO0245
 QO0245                         *CURRENT SURVEY CONTROL
 QO0245  ___________________________________________________________________
 QO0245* NAD 83(1986)-  45 44 10.     (N)    092 57 34.     (W)     SCALED    
 QO0245* NAVD 88     -       284.300  (meters)     932.74   (feet)  ADJUSTED  
 QO0245  ___________________________________________________________________
 QO0245  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 QO0245  DYNAMIC HT  -         284.298 (meters)     932.73  (feet)  COMP
 QO0245  MODELED GRAV-     980,598.9   (mgal)                       NAVD 88
 QO0245
 QO0245  VERT ORDER  -  SECOND    CLASS 0
 QO0245
 QO0245.The horizontal coordinates were scaled from a topographic map and have
 QO0245.an estimated accuracy of +/- 6 seconds.
 QO0245
 QO0245.The orthometric height was determined by differential leveling
 QO0245.and adjusted by the National Geodetic Survey in June 1991..
 QO0245
 QO0245.The geoid height was determined by GEOID03.
 QO0245
 QO0245.The dynamic height is computed by dividing the NAVD 88
 QO0245.geopotential number by the normal gravity value computed on the
 QO0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0245.degrees latitude (g = 980.6199 gals.).
 QO0245
 QO0245.The modeled gravity was interpolated from observed gravity values.
 QO0245
 QO0245;                    North         East    Units  Estimated Accuracy
 QO0245;SPC MN C     -   182,640.      900,440.      MT  (+/- 180 meters Scaled)
 QO0245
 QO0245                          SUPERSEDED SURVEY CONTROL
 QO0245
 QO0245  NGVD 29 (??/??/92)  284.250  (m)          932.58   (f) ADJ UNCH    2 0
 QO0245
 QO0245.Superseded values are not recommended for survey control.
 QO0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0245.See file dsdata.txt to determine how the superseded data were derived.
 QO0245
 QO0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL031647(NAD 83)
 QO0245_MARKER: DD = SURVEY DISK
 QO0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0245_SP_SET: CULVERT
 QO0245_STAMPING: 5805 A 1968
 QO0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0245
 QO0245  HISTORY     - Date     Condition        Report By
 QO0245  HISTORY     - 1968     MONUMENTED       MNDT
 QO0245  HISTORY     - 1974     GOOD             MNDT
 QO0245
 QO0245                          STATION DESCRIPTION
 QO0245
 QO0245'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0245'2 MI S FROM ROCK CREEK.
 QO0245'THE MARK IS LOCATED 2.6 MILES SOUTH ALONG TRUNK HIGHWAY 361 FROM THE
 QO0245'JUNCTION OF TRUNK HIGHWAYS 70 AND 361 AT ROCK CREEK.  IT IS AT T.H.
 QO0245'361 MILEPOINT 4.7.  IT IS SET IN THE SOUTHEAST HEADWALL OF A BOX
 QO0245'CULVERT, IS 340 FEET EAST OF THE CENTERLINE OF T.H. 361, IS 0.5 FEET
 QO0245'NORTH OF A STEEL GUARD POST AND IS 3 FEET BELOW THE LEVEL OF T.H. 361.
 QO0245'SW 1/4, SEC 34, T 38N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0328 ***********************************************************************
 QO0328  DESIGNATION -  5805 A 1
 QO0328  PID         -  QO0328
 QO0328  STATE/COUNTY-  MN/PINE
 QO0328  USGS QUAD   -  BEROUN (1983)
 QO0328
 QO0328                         *CURRENT SURVEY CONTROL
 QO0328  ___________________________________________________________________
 QO0328* NAD 83(1986)-  45 55 37.     (N)    092 57 25.     (W)     SCALED    
 QO0328* NAVD 88     -       295.257  (meters)     968.69   (feet)  ADJUSTED  
 QO0328  ___________________________________________________________________
 QO0328  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 QO0328  DYNAMIC HT  -         295.259 (meters)     968.70  (feet)  COMP
 QO0328  MODELED GRAV-     980,615.2   (mgal)                       NAVD 88
 QO0328
 QO0328  VERT ORDER  -  SECOND    CLASS 0
 QO0328
 QO0328.The horizontal coordinates were scaled from a topographic map and have
 QO0328.an estimated accuracy of +/- 6 seconds.
 QO0328
 QO0328.The orthometric height was determined by differential leveling
 QO0328.and adjusted by the National Geodetic Survey in June 1991..
 QO0328
 QO0328.The geoid height was determined by GEOID03.
 QO0328
 QO0328.The dynamic height is computed by dividing the NAVD 88
 QO0328.geopotential number by the normal gravity value computed on the
 QO0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0328.degrees latitude (g = 980.6199 gals.).
 QO0328
 QO0328.The modeled gravity was interpolated from observed gravity values.
 QO0328
 QO0328;                    North         East    Units  Estimated Accuracy
 QO0328;SPC MN C     -   203,850.      900,290.      MT  (+/- 180 meters Scaled)
 QO0328
 QO0328                          SUPERSEDED SURVEY CONTROL
 QO0328
 QO0328  NGVD 29 (??/??/92)  295.177  (m)          968.43   (f) ADJ UNCH    2 0
 QO0328
 QO0328.Superseded values are not recommended for survey control.
 QO0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0328.See file dsdata.txt to determine how the superseded data were derived.
 QO0328
 QO0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL033859(NAD 83)
 QO0328_MARKER: DD = SURVEY DISK
 QO0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0328_SP_SET: CULVERT
 QO0328_STAMPING: 5805 A1 1950
 QO0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0328
 QO0328  HISTORY     - Date     Condition        Report By
 QO0328  HISTORY     - 1950     MONUMENTED       MNDT
 QO0328  HISTORY     - 1974     GOOD             MNDT
 QO0328
 QO0328                          STATION DESCRIPTION
 QO0328
 QO0328'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0328'1 MI N FROM BEROUN.
 QO0328'THE MARK IS LOCATED 1.0 MILE NORTH ALONG COUNTY ROAD 61 (OLD T.H. 61)
 QO0328'FROM BEROUN.  IT IS SET IN THE SOUTHEAST CORNER (HEADWALL) OF A TRIPLE
 QO0328'BOX CULVERT (COUNTY ROAD 61 OVER MISSION CREEK) AND IS 22.7 FEET WEST
 QO0328'OF THE CENTER OF COUNTY ROAD 61.  NW 1/4 SECTION 27, T 40N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0360 ***********************************************************************
 QO0360  DESIGNATION -  5805 B
 QO0360  PID         -  QO0360
 QO0360  STATE/COUNTY-  MN/PINE
 QO0360  USGS QUAD   -  PINE CITY (1983)
 QO0360
 QO0360                         *CURRENT SURVEY CONTROL
 QO0360  ___________________________________________________________________
 QO0360* NAD 83(1986)-  45 45 33.     (N)    092 57 39.     (W)     SCALED    
 QO0360* NAVD 88     -       282.120  (meters)     925.59   (feet)  ADJUSTED  
 QO0360  ___________________________________________________________________
 QO0360  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 QO0360  DYNAMIC HT  -         282.118 (meters)     925.58  (feet)  COMP
 QO0360  MODELED GRAV-     980,599.9   (mgal)                       NAVD 88
 QO0360
 QO0360  VERT ORDER  -  SECOND    CLASS 0
 QO0360
 QO0360.The horizontal coordinates were scaled from a topographic map and have
 QO0360.an estimated accuracy of +/- 6 seconds.
 QO0360
 QO0360.The orthometric height was determined by differential leveling
 QO0360.and adjusted by the National Geodetic Survey in June 1991..
 QO0360
 QO0360.The geoid height was determined by GEOID03.
 QO0360
 QO0360.The dynamic height is computed by dividing the NAVD 88
 QO0360.geopotential number by the normal gravity value computed on the
 QO0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0360.degrees latitude (g = 980.6199 gals.).
 QO0360
 QO0360.The modeled gravity was interpolated from observed gravity values.
 QO0360
 QO0360;                    North         East    Units  Estimated Accuracy
 QO0360;SPC MN C     -   185,200.      900,290.      MT  (+/- 180 meters Scaled)
 QO0360
 QO0360                          SUPERSEDED SURVEY CONTROL
 QO0360
 QO0360  NGVD 29 (??/??/92)  282.054  (m)          925.37   (f) ADJ UNCH    2 0
 QO0360
 QO0360.Superseded values are not recommended for survey control.
 QO0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0360.See file dsdata.txt to determine how the superseded data were derived.
 QO0360
 QO0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL030672(NAD 83)
 QO0360_MARKER: DD = SURVEY DISK
 QO0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0360_SP_SET: CULVERT
 QO0360_STAMPING: 5805 B 1968
 QO0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0360
 QO0360  HISTORY     - Date     Condition        Report By
 QO0360  HISTORY     - 1968     MONUMENTED       MNDT
 QO0360  HISTORY     - 1975     GOOD             MNDT
 QO0360  HISTORY     - 1977     GOOD             MNDT
 QO0360  HISTORY     - 19920810 MARK NOT FOUND   USPSQD
 QO0360
 QO0360                          STATION DESCRIPTION
 QO0360
 QO0360'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0360'IN ROCK CREEK.
 QO0360'LOCATED ABOUT 0.6 MILE SOUTHEAST ALONG TRUNK HIGHWAY 361 FROM THE
 QO0360'JUNCTION OF TRUNK HIGHWAYS 70 AND 361 AND IS NEAR THE JUNCTION OF
 QO0360'COUNTY ROAD 2 AND TRUNK HIGHWAY 361 (MILEPOINT 6.65).  IT IS 25.5 FEET
 QO0360'NORTH OF THE CENTER OF COUNTY ROAD 2, 41.5 FEET EAST OF AND 4 FEET
 QO0360'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 361, AND 1.8 FEET NORTHWEST
 QO0360'OF A STEEL GUARD POST.  IT IS SET IN THE SOUTHEAST CORNER (HEADWALL)
 QO0360'OF A DOUBLE BOX CULVERT (TRUNK HIGHWAY 361 OVER ROCK CREEK). SE 1/4,
 QO0360'SEC 21, T 38N, R 21W.
 QO0360
 QO0360                          STATION RECOVERY (1977)
 QO0360
 QO0360'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO0360'THE MARK WAS FOUND AS DESCRIBED AT THE JUNCTION OF TRUNK HIGHWAY 361
 QO0360'AND COUNTY ROAD 2 IN ROCK CREEK. IT IS 42.0 FT. EAST OF AND 2 FT.
 QO0360'LOWER THAN THE CENTER OF TRUNK HIGHWAY 361 AT MILEPOINT 6.65 AND 23.0
 QO0360'FT. NORTH OF THE CENTER OF COUNTY ROAD 2. IT IS CEMENTED IN THE
 QO0360'SOUTHEAST CORNER HEADWALL OF A 20 BY 6 FT. DOUBLE BOX CULVERT UNDER
 QO0360'TRUNK HIGHWAY 361 OVER ROCK CREEK.
 QO0360
 QO0360                          STATION RECOVERY (1992)
 QO0360
 QO0360'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 QO0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0359 ***********************************************************************
 QO0359  DESIGNATION -  5805 D
 QO0359  PID         -  QO0359
 QO0359  STATE/COUNTY-  MN/PINE
 QO0359  USGS QUAD   -  PINE CITY (1983)
 QO0359
 QO0359                         *CURRENT SURVEY CONTROL
 QO0359  ___________________________________________________________________
 QO0359* NAD 83(1986)-  45 45 44.     (N)    092 57 43.     (W)     SCALED    
 QO0359* NAVD 88     -       288.388  (meters)     946.15   (feet)  ADJUSTED  
 QO0359  ___________________________________________________________________
 QO0359  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 QO0359  DYNAMIC HT  -         288.386 (meters)     946.15  (feet)  COMP
 QO0359  MODELED GRAV-     980,599.7   (mgal)                       NAVD 88
 QO0359
 QO0359  VERT ORDER  -  SECOND    CLASS 0
 QO0359
 QO0359.The horizontal coordinates were scaled from a topographic map and have
 QO0359.an estimated accuracy of +/- 6 seconds.
 QO0359
 QO0359.The orthometric height was determined by differential leveling
 QO0359.and adjusted by the National Geodetic Survey in June 1991..
 QO0359
 QO0359.The geoid height was determined by GEOID03.
 QO0359
 QO0359.The dynamic height is computed by dividing the NAVD 88
 QO0359.geopotential number by the normal gravity value computed on the
 QO0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0359.degrees latitude (g = 980.6199 gals.).
 QO0359
 QO0359.The modeled gravity was interpolated from observed gravity values.
 QO0359
 QO0359;                    North         East    Units  Estimated Accuracy
 QO0359;SPC MN C     -   185,530.      900,200.      MT  (+/- 180 meters Scaled)
 QO0359
 QO0359                          SUPERSEDED SURVEY CONTROL
 QO0359
 QO0359  NGVD 29 (??/??/92)  288.321  (m)          945.93   (f) ADJ UNCH    2 0
 QO0359
 QO0359.Superseded values are not recommended for survey control.
 QO0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0359.See file dsdata.txt to determine how the superseded data were derived.
 QO0359
 QO0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL029676(NAD 83)
 QO0359_MARKER: DD = SURVEY DISK
 QO0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0359_SP_SET: ABUTMENT
 QO0359_STAMPING: 5805 D 1974
 QO0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0359
 QO0359  HISTORY     - Date     Condition        Report By
 QO0359  HISTORY     - 1974     MONUMENTED       MNDT
 QO0359  HISTORY     - 1976     GOOD             MNDT
 QO0359  HISTORY     - 1977     GOOD             MNDT
 QO0359
 QO0359                          STATION DESCRIPTION
 QO0359
 QO0359'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0359'IN ROCK CREEK.
 QO0359'IS LOCATED ABOUT 0.4 MILE SOUTH ALONG TRUNK HIGHWAY 361 FROM THE
 QO0359'JUNCTION OF TRUNK HIGHWAYS 70 AND 361 AT ROCK CREEK AND IS AT TRUNK
 QO0359'HIGHWAY 361 MILEPOINT 6.9.  IT IS SET 0.3 FOOT NORTH OF THE SOUTH END
 QO0359'OF THE SOUTHWEST CORNER (ABUTMENT) OF BRIDGE NUMBER 6823 (BURLINGTON
 QO0359'NORTHERN RAILROAD OVER TRUNK HIGHWAY 361).  IT IS 9.4 FEET EAST OF AND
 QO0359'ABOUT LEVEL WITH THE EAST RAIL OF THE TRACKS AND IS ABOUT 115 FEET
 QO0359'NORTH-NORTHEAST OF RAILROAD MILEPOST NUMBER 58.  SE 1/4, SEC 21, T
 QO0359'38N, R 21W.
 QO0359
 QO0359                          STATION RECOVERY (1977)
 QO0359
 QO0359'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO0359'THE MARK WAS FOUND AS DESCRIBED 0.2 MILES NORTH ALONG TRUNK HIGHWAY
 QO0359'361 FROM THE JUNCTION OF TRUNK HIGHWAY 361 AND COUNTY ROAD 2 IN ROCK
 QO0359'CREEK AND 0.4 MILES SOUTH OF TRUNK HIGHWAY 70 AT TRUNK HIGHWAY 361
 QO0359'MILEPOINT 6.9. IT IS 113.5 FT. NORTH NORTHEAST OF RAILROAD MILEPOST 58
 QO0359'AND 9.3 FT. EAST OF THE EAST RAIL OF THE BURLINGTON NORTHERN RAILROAD.
 QO0359'IT IS CEMENTED INTO THE SOUTHEAST CORNER ABUTMENT OF BRIDGE 6823 OVER
 QO0359'TRUNK HIGHWAY 361.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0358 ***********************************************************************
 QO0358  DESIGNATION -  5805 E
 QO0358  PID         -  QO0358
 QO0358  STATE/COUNTY-  MN/PINE
 QO0358  USGS QUAD   -  PINE CITY (1983)
 QO0358
 QO0358                         *CURRENT SURVEY CONTROL
 QO0358  ___________________________________________________________________
 QO0358* NAD 83(1986)-  45 46 11.     (N)    092 58 08.     (W)     SCALED    
 QO0358* NAVD 88     -       286.756  (meters)     940.80   (feet)  ADJUSTED  
 QO0358  ___________________________________________________________________
 QO0358  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 QO0358  DYNAMIC HT  -         286.753 (meters)     940.79  (feet)  COMP
 QO0358  MODELED GRAV-     980,596.9   (mgal)                       NAVD 88
 QO0358
 QO0358  VERT ORDER  -  SECOND    CLASS 0
 QO0358
 QO0358.The horizontal coordinates were scaled from a topographic map and have
 QO0358.an estimated accuracy of +/- 6 seconds.
 QO0358
 QO0358.The orthometric height was determined by differential leveling
 QO0358.and adjusted by the National Geodetic Survey in June 1991..
 QO0358.WARNING-Repeat measurements at this control monument indicate possible
 QO0358.vertical movement.
 QO0358
 QO0358.The geoid height was determined by GEOID03.
 QO0358
 QO0358.The dynamic height is computed by dividing the NAVD 88
 QO0358.geopotential number by the normal gravity value computed on the
 QO0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0358.degrees latitude (g = 980.6199 gals.).
 QO0358
 QO0358.The modeled gravity was interpolated from observed gravity values.
 QO0358
 QO0358;                    North         East    Units  Estimated Accuracy
 QO0358;SPC MN C     -   186,360.      899,640.      MT  (+/- 180 meters Scaled)
 QO0358
 QO0358                          SUPERSEDED SURVEY CONTROL
 QO0358
 QO0358  NGVD 29 (??/??/92)  286.693  (m)          940.59   (f) ADJ UNCH    2 0
 QO0358
 QO0358.Superseded values are not recommended for survey control.
 QO0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0358.See file dsdata.txt to determine how the superseded data were derived.
 QO0358
 QO0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL024684(NAD 83)
 QO0358_MARKER: DD = SURVEY DISK
 QO0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0358_SP_SET: CULVERT
 QO0358_STAMPING: 5805 E
 QO0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0358
 QO0358  HISTORY     - Date     Condition        Report By
 QO0358  HISTORY     - UNK      MONUMENTED       MNDT
 QO0358  HISTORY     - 1976     GOOD             MNDT
 QO0358  HISTORY     - 1977     GOOD             MNDT
 QO0358
 QO0358                          STATION DESCRIPTION
 QO0358
 QO0358'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0358'0.2 MI N FROM ROCK CREEK.
 QO0358'IS LOCATED ABOUT 0.2 MILE NORTH ALONG TRUNK HIGHWAY 361 FROM THE
 QO0358'JUNCTION OF TRUNK HIGHWAYS 70. AND 361 AT ROCK CREEK AND IS AT TRUNK
 QO0358'HIGHWAY 361 MILEPOINT 7.4.  IT IS 21.0 FEET NORTHEAST OF AND ABOUT 2
 QO0358'FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 361, AND IS 0.5 FOOT
 QO0358'NORTH OF A STEEL GUARD RAIL.  IT IS SET IN THE SOUTHEAST HEADWALL, OF
 QO0358'22 FOOT BY 9 FOOT DOUBLE BOX CULVERT (ROCK CREEK UNDER TRUNK HIGHWAY
 QO0358'361).  NE 1/4, SEC 21, T 38N, R 21W.
 QO0358
 QO0358                          STATION RECOVERY (1977)
 QO0358
 QO0358'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO0358'THE MARK IS LOCATED 0.75 MILES NORTH ALONG TRUNK HIGHWAY 361 FROM THE
 QO0358'JUNCTION OF TRUNK HIGHWAY 361 AND COUNTY ROAD 2 IN ROCK CREEK AND 0.2
 QO0358'MILES NORTH OF TRUNK HIGHWAY 70. IT IS 21.6 FT. EAST OF, AND 1 FT.
 QO0358'LOWER THAN THE CENTER OF TRUNK HIGHWAY 361. IT IS CEMENTED IN THE
 QO0358'SOUTHEAST CORNER HEADWALL OF A 20 BY 10 FT. DOUBLE BOX CULVERT UNDER
 QO0358'TRUNK HIGHWAY 361 OVER ROCK CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0612 ***********************************************************************
 RN0612  DESIGNATION -  5806 E
 RN0612  PID         -  RN0612
 RN0612  STATE/COUNTY-  MN/PINE
 RN0612  USGS QUAD   -  HINCKLEY (1991)
 RN0612
 RN0612                         *CURRENT SURVEY CONTROL
 RN0612  ___________________________________________________________________
 RN0612* NAD 83(1986)-  46 01 45.     (N)    092 56 16.     (W)     SCALED    
 RN0612* NAVD 88     -       316.783  (meters)    1039.31   (feet)  ADJUSTED  
 RN0612  ___________________________________________________________________
 RN0612  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 RN0612  DYNAMIC HT  -         316.789 (meters)    1039.33  (feet)  COMP
 RN0612  MODELED GRAV-     980,623.7   (mgal)                       NAVD 88
 RN0612
 RN0612  VERT ORDER  -  SECOND    CLASS 0
 RN0612
 RN0612.The horizontal coordinates were scaled from a topographic map and have
 RN0612.an estimated accuracy of +/- 6 seconds.
 RN0612
 RN0612.The orthometric height was determined by differential leveling
 RN0612.and adjusted by the National Geodetic Survey in June 1991..
 RN0612
 RN0612.The geoid height was determined by GEOID03.
 RN0612
 RN0612.The dynamic height is computed by dividing the NAVD 88
 RN0612.geopotential number by the normal gravity value computed on the
 RN0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0612.degrees latitude (g = 980.6199 gals.).
 RN0612
 RN0612.The modeled gravity was interpolated from observed gravity values.
 RN0612
 RN0612;                    North         East    Units  Estimated Accuracy
 RN0612;SPC MN C     -   215,230.      901,590.      MT  (+/- 180 meters Scaled)
 RN0612
 RN0612                          SUPERSEDED SURVEY CONTROL
 RN0612
 RN0612  NGVD 29 (??/??/92)  316.695  (m)         1039.02   (f) ADJ UNCH    2 0
 RN0612
 RN0612.Superseded values are not recommended for survey control.
 RN0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0612.See file dsdata.txt to determine how the superseded data were derived.
 RN0612
 RN0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL048972(NAD 83)
 RN0612_MARKER: DD = SURVEY DISK
 RN0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0612_STAMPING: 5806 E 1950
 RN0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0612+STABILITY: SURFACE MOTION
 RN0612
 RN0612  HISTORY     - Date     Condition        Report By
 RN0612  HISTORY     - 1950     MONUMENTED       MNDT
 RN0612  HISTORY     - 1974     GOOD             MNDT
 RN0612
 RN0612                          STATION DESCRIPTION
 RN0612
 RN0612'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0612'1.4 MI N FROM HINCKLEY.
 RN0612'THE MARK IS LOCATED 1.4 MILES NORTH ALONG COUNTY ROAD 61 (OLD T.H. 61)
 RN0612'FROM THE JUNCTION OF COUNTY ROAD 61 (OLD T.H. 61) AND T.H. 23 IN
 RN0612'HINCKLEY, 0.47 MILES NORTH OF BRIDGE NO. 4433 OVER THE GRINDSTONE
 RN0612'RIVER.  IT IS 49.0 FEET WEST OF, AND 1 FOOT LOWER THAN THE CENTERLINE
 RN0612'OF COUNTY ROAD 61, 57.7 FEET SOUTHWEST OF A SIGN POST HISTORIC SITE V2
 RN0612'MILE, 23.0 FEET SOUTH-SOUTHEAST OF THE EAST LEG OF A SIGN OLIVER FARM
 RN0612'MACHINERY, 5.5 FEET EAST OF A NORTH-SOUTH FENCE (ELECTRIC).  IT IS 0.5
 RN0612'FEET EAST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 RN0612'(MAGNETIC) MONUMENT PROJECTING 0.1 FOOT ABOVE GROUND.  SE 1/4 SECTION
 RN0612'13, T 41, R 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0610 ***********************************************************************
 RN0610  DESIGNATION -  5806 E 1
 RN0610  PID         -  RN0610
 RN0610  STATE/COUNTY-  MN/PINE
 RN0610  USGS QUAD   -  HINCKLEY (1991)
 RN0610
 RN0610                         *CURRENT SURVEY CONTROL
 RN0610  ___________________________________________________________________
 RN0610* NAD 83(1986)-  46 01 13.     (N)    092 56 32.     (W)     SCALED    
 RN0610* NAVD 88     -       310.598  (meters)    1019.02   (feet)  ADJUSTED  
 RN0610  ___________________________________________________________________
 RN0610  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 RN0610  DYNAMIC HT  -         310.603 (meters)    1019.04  (feet)  COMP
 RN0610  MODELED GRAV-     980,623.1   (mgal)                       NAVD 88
 RN0610
 RN0610  VERT ORDER  -  SECOND    CLASS 0
 RN0610
 RN0610.The horizontal coordinates were scaled from a topographic map and have
 RN0610.an estimated accuracy of +/- 6 seconds.
 RN0610
 RN0610.The orthometric height was determined by differential leveling
 RN0610.and adjusted by the National Geodetic Survey in June 1991..
 RN0610
 RN0610.The geoid height was determined by GEOID03.
 RN0610
 RN0610.The dynamic height is computed by dividing the NAVD 88
 RN0610.geopotential number by the normal gravity value computed on the
 RN0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0610.degrees latitude (g = 980.6199 gals.).
 RN0610
 RN0610.The modeled gravity was interpolated from observed gravity values.
 RN0610
 RN0610;                    North         East    Units  Estimated Accuracy
 RN0610;SPC MN C     -   214,240.      901,260.      MT  (+/- 180 meters Scaled)
 RN0610
 RN0610                          SUPERSEDED SURVEY CONTROL
 RN0610
 RN0610  NGVD 29 (??/??/92)  310.509  (m)         1018.73   (f) ADJ UNCH    2 0
 RN0610
 RN0610.Superseded values are not recommended for survey control.
 RN0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0610.See file dsdata.txt to determine how the superseded data were derived.
 RN0610
 RN0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL044963(NAD 83)
 RN0610_MARKER: DD = SURVEY DISK
 RN0610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0610_SP_SET: ABUTMENT
 RN0610_STAMPING: 5806 E1 1974
 RN0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0610
 RN0610  HISTORY     - Date     Condition        Report By
 RN0610  HISTORY     - 1974     MONUMENTED       MNDT
 RN0610
 RN0610                          STATION DESCRIPTION
 RN0610
 RN0610'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0610'IN HINCKLEY.
 RN0610'THE MARK IS LOCATED 0.6 MILES NORTH ALONG COUNTY ROAD 61 (OLD T.H. 61)
 RN0610'FROM THE JUNCTION OF T.H. 23 AND COUNTY ROAD 61 IN HINCKLEY.  IT IS IN
 RN0610'THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NO. 4433, COUNTY ROAD 61
 RN0610'OVER THE GRINDSTONE RIVER, 22.8 FEET EAST OF AND 0.5 FEET HIGHER THAN
 RN0610'THE COUNTY ROAD 61 CENTERLINE.  NW 1/4 SECTION 24, T 41, R 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9140 ***********************************************************************
 AF9140  DESIGNATION -  5808 A
 AF9140  PID         -  AF9140
 AF9140  STATE/COUNTY-  MN/PINE
 AF9140  USGS QUAD   -  SANDSTONE NORTH (1981)
 AF9140
 AF9140                         *CURRENT SURVEY CONTROL
 AF9140  ___________________________________________________________________
 AF9140* NAD 83(1986)-  46 11 27.     (N)    092 51 57.     (W)     SCALED    
 AF9140* NAVD 88     -       335.201  (meters)    1099.74   (feet)  ADJUSTED  
 AF9140  ___________________________________________________________________
 AF9140  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AF9140  DYNAMIC HT  -         335.210 (meters)    1099.77  (feet)  COMP
 AF9140  MODELED GRAV-     980,632.4   (mgal)                       NAVD 88
 AF9140
 AF9140  VERT ORDER  -  SECOND    CLASS I
 AF9140
 AF9140.The horizontal coordinates were scaled from a topographic map and have
 AF9140.an estimated accuracy of +/- 6 seconds.
 AF9140
 AF9140.The orthometric height was determined by differential leveling
 AF9140.and adjusted by the National Geodetic Survey in September 1998..
 AF9140
 AF9140.The geoid height was determined by GEOID03.
 AF9140
 AF9140.The dynamic height is computed by dividing the NAVD 88
 AF9140.geopotential number by the normal gravity value computed on the
 AF9140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9140.degrees latitude (g = 980.6199 gals.).
 AF9140
 AF9140.The modeled gravity was interpolated from observed gravity values.
 AF9140
 AF9140;                    North         East    Units  Estimated Accuracy
 AF9140;SPC MN C     -   233,290.      906,840.      MT  (+/- 180 meters Scaled)
 AF9140
 AF9140                          SUPERSEDED SURVEY CONTROL
 AF9140
 AF9140.No superseded survey control is available for this station.
 AF9140
 AF9140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM103152(NAD 83)
 AF9140_MARKER: DV = VERTICAL CONTROL DISK
 AF9140_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9140_STAMPING: 5808 A 1991
 AF9140_MARK LOGO: MNDT  
 AF9140_PROJECTION: FLUSH
 AF9140_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9140_ROD/PIPE-DEPTH: 14.0 meters
 AF9140
 AF9140  HISTORY     - Date     Condition        Report By
 AF9140  HISTORY     - 1991     MONUMENTED       MNDT
 AF9140
 AF9140                          STATION DESCRIPTION
 AF9140
 AF9140'DESCRIBED BY MN DEPT OF TRANSP 1991 (DKH)
 AF9140'2.5 MI (4.0 KM) ESE OF FINLAYSON, 0.7 MI (1.1 KM) NORTH OF TH 23, 73
 AF9140'FT (22.3 M) EAST OF TH 18 AT MP 79.7, 7.5 FT (2.3 M) SW OF A FENCE
 AF9140'COR, 39.5 FT (12.0 M) SSW OF A P-POLE, 4 FT (1.2 M) WEST OF A FENCE,
 AF9140'2.1 FT (0.6 M) WEST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9141 ***********************************************************************
 AF9141  DESIGNATION -  5808 B
 AF9141  PID         -  AF9141
 AF9141  STATE/COUNTY-  MN/PINE
 AF9141  USGS QUAD   -  FINLAYSON (1981)
 AF9141
 AF9141                         *CURRENT SURVEY CONTROL
 AF9141  ___________________________________________________________________
 AF9141* NAD 83(1986)-  46 12 07.     (N)    092 53 57.     (W)     SCALED    
 AF9141* NAVD 88     -       336.649  (meters)    1104.49   (feet)  ADJUSTED  
 AF9141  ___________________________________________________________________
 AF9141  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AF9141  DYNAMIC HT  -         336.657 (meters)    1104.52  (feet)  COMP
 AF9141  MODELED GRAV-     980,628.9   (mgal)                       NAVD 88
 AF9141
 AF9141  VERT ORDER  -  SECOND    CLASS I
 AF9141
 AF9141.The horizontal coordinates were scaled from a topographic map and have
 AF9141.an estimated accuracy of +/- 6 seconds.
 AF9141
 AF9141.The orthometric height was determined by differential leveling
 AF9141.and adjusted by the National Geodetic Survey in September 1998..
 AF9141
 AF9141.The geoid height was determined by GEOID03.
 AF9141
 AF9141.The dynamic height is computed by dividing the NAVD 88
 AF9141.geopotential number by the normal gravity value computed on the
 AF9141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9141.degrees latitude (g = 980.6199 gals.).
 AF9141
 AF9141.The modeled gravity was interpolated from observed gravity values.
 AF9141
 AF9141;                    North         East    Units  Estimated Accuracy
 AF9141;SPC MN C     -   234,480.      904,250.      MT  (+/- 180 meters Scaled)
 AF9141
 AF9141                          SUPERSEDED SURVEY CONTROL
 AF9141
 AF9141.No superseded survey control is available for this station.
 AF9141
 AF9141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM077164(NAD 83)
 AF9141_MARKER: DV = VERTICAL CONTROL DISK
 AF9141_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9141_STAMPING: 5808 B 1991
 AF9141_MARK LOGO: MNDT  
 AF9141_PROJECTION: PROJECTING 2 CENTIMETERS
 AF9141_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9141_ROD/PIPE-DEPTH: 10.0 meters
 AF9141
 AF9141  HISTORY     - Date     Condition        Report By
 AF9141  HISTORY     - 1991     MONUMENTED       MNDT
 AF9141
 AF9141                          STATION DESCRIPTION
 AF9141
 AF9141'DESCRIBED BY MN DEPT OF TRANSP 1991 (DKH)
 AF9141'0.85 MI (1.37 KM) EAST OF FINLAYSON, 0.6 MI (1.0 KM) WEST OF HAMMOND
 AF9141'RD, 58 FT (17.7 M) SOUTH OF TH 18 AT MP 77.35, 149 FT (45.4 M) SE OF A
 AF9141'P-POLE, 15.3 FT (4.7 M) SOUTH OF A FENCE, 1.0 FT (0.3 M) NORTH OF A
 AF9141'WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9142 ***********************************************************************
 AF9142  DESIGNATION -  5808 C
 AF9142  PID         -  AF9142
 AF9142  STATE/COUNTY-  MN/PINE
 AF9142  USGS QUAD   -  FINLAYSON (1981)
 AF9142
 AF9142                         *CURRENT SURVEY CONTROL
 AF9142  ___________________________________________________________________
 AF9142* NAD 83(1986)-  46 12 08.     (N)    092 54 57.     (W)     SCALED    
 AF9142* NAVD 88     -       338.535  (meters)    1110.68   (feet)  ADJUSTED  
 AF9142  ___________________________________________________________________
 AF9142  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AF9142  DYNAMIC HT  -         338.543 (meters)    1110.70  (feet)  COMP
 AF9142  MODELED GRAV-     980,628.5   (mgal)                       NAVD 88
 AF9142
 AF9142  VERT ORDER  -  SECOND    CLASS I
 AF9142
 AF9142.The horizontal coordinates were scaled from a topographic map and have
 AF9142.an estimated accuracy of +/- 6 seconds.
 AF9142
 AF9142.The orthometric height was determined by differential leveling
 AF9142.and adjusted by the National Geodetic Survey in September 1998..
 AF9142
 AF9142.The geoid height was determined by GEOID03.
 AF9142
 AF9142.The dynamic height is computed by dividing the NAVD 88
 AF9142.geopotential number by the normal gravity value computed on the
 AF9142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9142.degrees latitude (g = 980.6199 gals.).
 AF9142
 AF9142.The modeled gravity was interpolated from observed gravity values.
 AF9142
 AF9142;                    North         East    Units  Estimated Accuracy
 AF9142;SPC MN C     -   234,490.      902,960.      MT  (+/- 180 meters Scaled)
 AF9142
 AF9142                          SUPERSEDED SURVEY CONTROL
 AF9142
 AF9142.No superseded survey control is available for this station.
 AF9142
 AF9142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM064165(NAD 83)
 AF9142_MARKER: DV = VERTICAL CONTROL DISK
 AF9142_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9142_STAMPING: 5808 C 1991
 AF9142_MARK LOGO: MNDT  
 AF9142_PROJECTION: RECESSED 1 CENTIMETERS
 AF9142_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9142_ROD/PIPE-DEPTH: 20.0 meters
 AF9142
 AF9142  HISTORY     - Date     Condition        Report By
 AF9142  HISTORY     - 1991     MONUMENTED       MNDT
 AF9142
 AF9142                          STATION DESCRIPTION
 AF9142
 AF9142'DESCRIBED BY MN DEPT OF TRANSP 1991 (DKH)
 AF9142'NEAR THE EAST EDGE OF FINLAYSON, 0.05 MI (0.08 KM) EAST OF STATE ST,
 AF9142'82.3 FT (25.1 M) NORTH OF TH 18 AT MP 76.55, 31 FT (9.4 M) WEST OF A
 AF9142'STATE TRAIL, 62.6 FT (19.1 M) ENE OF A GAS PIPELINE VENT, 77.2 FT
 AF9142'(23.5 M) WNW OF A GAS PIPELINE VENT, 1.0 FT (0.3 M) SOUTH OF A WIT
 AF9142'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9143 ***********************************************************************
 AF9143  DESIGNATION -  5808 D
 AF9143  PID         -  AF9143
 AF9143  STATE/COUNTY-  MN/PINE
 AF9143  USGS QUAD   -  FINLAYSON (1981)
 AF9143
 AF9143                         *CURRENT SURVEY CONTROL
 AF9143  ___________________________________________________________________
 AF9143* NAD 83(1986)-  46 12 07.     (N)    092 56 33.     (W)     SCALED    
 AF9143* NAVD 88     -       343.557  (meters)    1127.15   (feet)  ADJUSTED  
 AF9143  ___________________________________________________________________
 AF9143  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AF9143  DYNAMIC HT  -         343.565 (meters)    1127.18  (feet)  COMP
 AF9143  MODELED GRAV-     980,629.2   (mgal)                       NAVD 88
 AF9143
 AF9143  VERT ORDER  -  SECOND    CLASS I
 AF9143
 AF9143.The horizontal coordinates were scaled from a topographic map and have
 AF9143.an estimated accuracy of +/- 6 seconds.
 AF9143
 AF9143.The orthometric height was determined by differential leveling
 AF9143.and adjusted by the National Geodetic Survey in September 1998..
 AF9143
 AF9143.The geoid height was determined by GEOID03.
 AF9143
 AF9143.The dynamic height is computed by dividing the NAVD 88
 AF9143.geopotential number by the normal gravity value computed on the
 AF9143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9143.degrees latitude (g = 980.6199 gals.).
 AF9143
 AF9143.The modeled gravity was interpolated from observed gravity values.
 AF9143
 AF9143;                    North         East    Units  Estimated Accuracy
 AF9143;SPC MN C     -   234,420.      900,900.      MT  (+/- 180 meters Scaled)
 AF9143
 AF9143                          SUPERSEDED SURVEY CONTROL
 AF9143
 AF9143.No superseded survey control is available for this station.
 AF9143
 AF9143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM044164(NAD 83)
 AF9143_MARKER: DV = VERTICAL CONTROL DISK
 AF9143_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9143_STAMPING: 5808 D 1991
 AF9143_MARK LOGO: MNDT  
 AF9143_PROJECTION: RECESSED 2 CENTIMETERS
 AF9143_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9143_ROD/PIPE-DEPTH: 15.0 meters
 AF9143
 AF9143  HISTORY     - Date     Condition        Report By
 AF9143  HISTORY     - 1991     MONUMENTED       MNDT
 AF9143
 AF9143                          STATION DESCRIPTION
 AF9143
 AF9143'DESCRIBED BY MN DEPT OF TRANSP 1991 (DKH)
 AF9143'1.25 MI (2.01 KM) WEST OF FINLAYSON, 0.7 MI (1.1 KM) WEST OF CO RD 35,
 AF9143'79 FT (24.1 M) ESE OF A P-POLE, 73.5 FT (22.4 M) SOUTH OF TH 18 AT MP
 AF9143'75.25, 54.5 FT (16.6 M) WEST OF A 12-INCH WHITE PINE, 122.5 FT (37.3
 AF9143'M) SOUTH OF CABLE MARKER NUMBER D100SLP2, 3.9 FT (1.2 M) NORTH OF A
 AF9143'WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9144 ***********************************************************************
 AF9144  DESIGNATION -  5808 E
 AF9144  PID         -  AF9144
 AF9144  STATE/COUNTY-  MN/PINE
 AF9144  USGS QUAD   -  FINLAYSON (1981)
 AF9144
 AF9144                         *CURRENT SURVEY CONTROL
 AF9144  ___________________________________________________________________
 AF9144* NAD 83(1986)-  46 12 08.     (N)    092 58 50.     (W)     SCALED    
 AF9144* NAVD 88     -       345.070  (meters)    1132.12   (feet)  ADJUSTED  
 AF9144  ___________________________________________________________________
 AF9144  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AF9144  DYNAMIC HT  -         345.079 (meters)    1132.15  (feet)  COMP
 AF9144  MODELED GRAV-     980,630.0   (mgal)                       NAVD 88
 AF9144
 AF9144  VERT ORDER  -  SECOND    CLASS I
 AF9144
 AF9144.The horizontal coordinates were scaled from a topographic map and have
 AF9144.an estimated accuracy of +/- 6 seconds.
 AF9144
 AF9144.The orthometric height was determined by differential leveling
 AF9144.and adjusted by the National Geodetic Survey in September 1998..
 AF9144
 AF9144.The geoid height was determined by GEOID03.
 AF9144
 AF9144.The dynamic height is computed by dividing the NAVD 88
 AF9144.geopotential number by the normal gravity value computed on the
 AF9144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9144.degrees latitude (g = 980.6199 gals.).
 AF9144
 AF9144.The modeled gravity was interpolated from observed gravity values.
 AF9144
 AF9144;                    North         East    Units  Estimated Accuracy
 AF9144;SPC MN C     -   234,410.      897,970.      MT  (+/- 180 meters Scaled)
 AF9144
 AF9144                          SUPERSEDED SURVEY CONTROL
 AF9144
 AF9144.No superseded survey control is available for this station.
 AF9144
 AF9144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM015165(NAD 83)
 AF9144_MARKER: DV = VERTICAL CONTROL DISK
 AF9144_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9144_STAMPING: 5808 E 1991
 AF9144_MARK LOGO: MNDT  
 AF9144_PROJECTION: RECESSED 1 CENTIMETERS
 AF9144_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9144_ROD/PIPE-DEPTH: 20.0 meters
 AF9144
 AF9144  HISTORY     - Date     Condition        Report By
 AF9144  HISTORY     - 1991     MONUMENTED       MNDT
 AF9144
 AF9144                          STATION DESCRIPTION
 AF9144
 AF9144'DESCRIBED BY MN DEPT OF TRANSP 1991 (DKH)
 AF9144'3.05 MI (4.91 KM) WEST OF FINLAYSON, 0.5 MI (0.8 KM) EAST OF CO RD 36,
 AF9144'53.5 FT (16.3 M) SOUTH OF TH 18 AT MP 73.45, 20.5 FT (6.2 M) EAST OF A
 AF9144'DRIVEWAY, 6.7 FT (2.0 M) SSW OF A FENCE POST, 21.9 FT (6.7 M) WSW OF A
 AF9144'P-POLE, 1.0 FT (0.3 M) NORTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9145 ***********************************************************************
 AF9145  DESIGNATION -  5808 F
 AF9145  PID         -  AF9145
 AF9145  STATE/COUNTY-  MN/PINE
 AF9145  USGS QUAD   -  FINLAYSON (1981)
 AF9145
 AF9145                         *CURRENT SURVEY CONTROL
 AF9145  ___________________________________________________________________
 AF9145* NAD 83(1986)-  46 12 09.     (N)    092 58 31.     (W)     SCALED    
 AF9145* NAVD 88     -       339.814  (meters)    1114.87   (feet)  ADJUSTED  
 AF9145  ___________________________________________________________________
 AF9145  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AF9145  DYNAMIC HT  -         339.823 (meters)    1114.90  (feet)  COMP
 AF9145  MODELED GRAV-     980,630.0   (mgal)                       NAVD 88
 AF9145
 AF9145  VERT ORDER  -  SECOND    CLASS I
 AF9145
 AF9145.The horizontal coordinates were scaled from a topographic map and have
 AF9145.an estimated accuracy of +/- 6 seconds.
 AF9145
 AF9145.The orthometric height was determined by differential leveling
 AF9145.and adjusted by the National Geodetic Survey in September 1998..
 AF9145
 AF9145.The geoid height was determined by GEOID03.
 AF9145
 AF9145.The dynamic height is computed by dividing the NAVD 88
 AF9145.geopotential number by the normal gravity value computed on the
 AF9145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9145.degrees latitude (g = 980.6199 gals.).
 AF9145
 AF9145.The modeled gravity was interpolated from observed gravity values.
 AF9145
 AF9145;                    North         East    Units  Estimated Accuracy
 AF9145;SPC MN C     -   234,450.      898,370.      MT  (+/- 180 meters Scaled)
 AF9145
 AF9145                          SUPERSEDED SURVEY CONTROL
 AF9145
 AF9145.No superseded survey control is available for this station.
 AF9145
 AF9145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM019165(NAD 83)
 AF9145_MARKER: DV = VERTICAL CONTROL DISK
 AF9145_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9145_STAMPING: 5808 F 1991
 AF9145_MARK LOGO: MNDT  
 AF9145_PROJECTION: PROJECTING 2 CENTIMETERS
 AF9145_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9145_ROD/PIPE-DEPTH: 40.0 meters
 AF9145
 AF9145  HISTORY     - Date     Condition        Report By
 AF9145  HISTORY     - 1991     MONUMENTED       MNDT
 AF9145
 AF9145                          STATION DESCRIPTION
 AF9145
 AF9145'DESCRIBED BY MN DEPT OF TRANSP 1991 (DKH)
 AF9145'3.55 MI (5.71 KM) WEST OF FINLAYSON, AT THE JCT OF TH 18 AND CO RD 36,
 AF9145'64 FT (19.5 M) NORTH OF TH 18 AT MP 72.95, 99 FT (30.2 M) WEST OF CO
 AF9145'RD 36, 57.4 FT (17.5 M) WSW OF CABLE MARKER NUMBER D1009, 9.8 FT (3.0
 AF9145'M) SOUTH OF A 12-INCH DOUBLE BIRCH, 1.3 FT (0.4 M) SOUTH OF A WIT
 AF9145'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9146 ***********************************************************************
 AF9146  DESIGNATION -  5808 G
 AF9146  PID         -  AF9146
 AF9146  STATE/COUNTY-  MN/PINE
 AF9146  USGS QUAD   -  GIESE (1968)
 AF9146
 AF9146                         *CURRENT SURVEY CONTROL
 AF9146  ___________________________________________________________________
 AF9146* NAD 83(1986)-  46 12 09.     (N)    093 00 32.     (W)     SCALED    
 AF9146* NAVD 88     -       339.586  (meters)    1114.13   (feet)  ADJUSTED  
 AF9146  ___________________________________________________________________
 AF9146  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AF9146  DYNAMIC HT  -         339.593 (meters)    1114.15  (feet)  COMP
 AF9146  MODELED GRAV-     980,625.9   (mgal)                       NAVD 88
 AF9146
 AF9146  VERT ORDER  -  SECOND    CLASS I
 AF9146
 AF9146.The horizontal coordinates were scaled from a topographic map and have
 AF9146.an estimated accuracy of +/- 6 seconds.
 AF9146
 AF9146.The orthometric height was determined by differential leveling
 AF9146.and adjusted by the National Geodetic Survey in September 1998..
 AF9146
 AF9146.The geoid height was determined by GEOID03.
 AF9146
 AF9146.The dynamic height is computed by dividing the NAVD 88
 AF9146.geopotential number by the normal gravity value computed on the
 AF9146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9146.degrees latitude (g = 980.6199 gals.).
 AF9146
 AF9146.The modeled gravity was interpolated from observed gravity values.
 AF9146
 AF9146;                    North         East    Units  Estimated Accuracy
 AF9146;SPC MN C     -   234,400.      895,780.      MT  (+/- 180 meters Scaled)
 AF9146
 AF9146                          SUPERSEDED SURVEY CONTROL
 AF9146
 AF9146.No superseded survey control is available for this station.
 AF9146
 AF9146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM993165(NAD 83)
 AF9146_MARKER: DV = VERTICAL CONTROL DISK
 AF9146_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9146_STAMPING: 5808 G 1991
 AF9146_MARK LOGO: MNDT  
 AF9146_PROJECTION: RECESSED 2 CENTIMETERS
 AF9146_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9146_ROD/PIPE-DEPTH: 25.0 meters
 AF9146
 AF9146  HISTORY     - Date     Condition        Report By
 AF9146  HISTORY     - 1991     MONUMENTED       MNDT
 AF9146
 AF9146                          STATION DESCRIPTION
 AF9146
 AF9146'DESCRIBED BY MN DEPT OF TRANSP 1991 (DKH)
 AF9146'4.4 MI (7.1 KM) WEST OF FINLAYSON, 0.85 MI (1.37 KM) WEST OF CO RD 36,
 AF9146'69.2 FT (21.1 M) NORTH OF TH 18 AT MP 72.15, 35.5 FT (10.8 M) NNE OF A
 AF9146'10-INCH TWIN BIRCH, 34.8 FT (10.6 M) NORTH OF THE WEST LEG OF A WOOD
 AF9146'SIGN, 23.3 FT (7.1 M) SOUTH OF A 30-INCH DBL RED OAK, 18.5 FT (5.6 M)
 AF9146'EAST AF AN ENT, 3.0 FT (0.9 M) WNW OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1277 ***********************************************************************
 QO1277  DESIGNATION -  5810 A
 QO1277  PID         -  QO1277
 QO1277  STATE/COUNTY-  MN/PINE
 QO1277  USGS QUAD   -  HENRIETTE (1983)
 QO1277
 QO1277                         *CURRENT SURVEY CONTROL
 QO1277  ___________________________________________________________________
 QO1277* NAD 83(1986)-  45 45 34.     (N)    093 06 20.     (W)     SCALED    
 QO1277* NAVD 88     -       295.837  (meters)     970.59   (feet)  ADJUSTED  
 QO1277  ___________________________________________________________________
 QO1277  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 QO1277  DYNAMIC HT  -         295.829 (meters)     970.57  (feet)  COMP
 QO1277  MODELED GRAV-     980,580.0   (mgal)                       NAVD 88
 QO1277
 QO1277  VERT ORDER  -  SECOND    CLASS I
 QO1277
 QO1277.The horizontal coordinates were scaled from a topographic map and have
 QO1277.an estimated accuracy of +/- 6 seconds.
 QO1277
 QO1277.The orthometric height was determined by differential leveling
 QO1277.and adjusted by the National Geodetic Survey in June 1991..
 QO1277
 QO1277.The geoid height was determined by GEOID03.
 QO1277
 QO1277.The dynamic height is computed by dividing the NAVD 88
 QO1277.geopotential number by the normal gravity value computed on the
 QO1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1277.degrees latitude (g = 980.6199 gals.).
 QO1277
 QO1277.The modeled gravity was interpolated from observed gravity values.
 QO1277
 QO1277;                    North         East    Units  Estimated Accuracy
 QO1277;SPC MN C     -   185,050.      889,030.      MT  (+/- 180 meters Scaled)
 QO1277
 QO1277                          SUPERSEDED SURVEY CONTROL
 QO1277
 QO1277.No superseded survey control is available for this station.
 QO1277
 QO1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL917673(NAD 83)
 QO1277_MARKER: DD = SURVEY DISK
 QO1277_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1277_SP_SET: COPPER-CLAD STEEL ROD
 QO1277_STAMPING: 5810 A 1977
 QO1277_PROJECTION: PROJECTING 8 CENTIMETERS
 QO1277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1277_ROD/PIPE-DEPTH: 8.23 meters
 QO1277
 QO1277  HISTORY     - Date     Condition        Report By
 QO1277  HISTORY     - 1977     MONUMENTED       MNDT
 QO1277
 QO1277                          STATION DESCRIPTION
 QO1277
 QO1277'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1277'3.1 MI SE FROM GRASSTON.
 QO1277'THE MARK IS LOCATED 2.5 MILES SOUTH ALONG TRUNK HIGHWAY 107 FROM THE
 QO1277'NORTH JUNCTION OF TRUNK HIGHWAY 107 AND TRUNK HIGHWAY 70 IN GRASSTON,
 QO1277'THENCE, 2.5 MILES EAST ALONG TRUNK HIGHWAY 70. IT IS 134 FT. WEST OF
 QO1277'THE CENTER OF A TOWNSHIP ROAD T SOUTH, 68.8 FT. SOUTH OF 4 FT. LOWER
 QO1277'THAN THE CENTER OF TRUNK HIGHWAY 70 AT MILEPOINT 13.0 AND 2.0 FT.
 QO1277'NORTH OF A POWER POLE. IT IS 0.9 FT. NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1279 ***********************************************************************
 QO1279  DESIGNATION -  5810 B
 QO1279  PID         -  QO1279
 QO1279  STATE/COUNTY-  MN/PINE
 QO1279  USGS QUAD   -  HENRIETTE (1983)
 QO1279
 QO1279                         *CURRENT SURVEY CONTROL
 QO1279  ___________________________________________________________________
 QO1279* NAD 83(1986)-  45 45 38.     (N)    093 03 50.     (W)     SCALED    
 QO1279* NAVD 88     -       296.032  (meters)     971.23   (feet)  ADJUSTED  
 QO1279  ___________________________________________________________________
 QO1279  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 QO1279  DYNAMIC HT  -         296.024 (meters)     971.21  (feet)  COMP
 QO1279  MODELED GRAV-     980,580.7   (mgal)                       NAVD 88
 QO1279
 QO1279  VERT ORDER  -  SECOND    CLASS I
 QO1279
 QO1279.The horizontal coordinates were scaled from a topographic map and have
 QO1279.an estimated accuracy of +/- 6 seconds.
 QO1279
 QO1279.The orthometric height was determined by differential leveling
 QO1279.and adjusted by the National Geodetic Survey in June 1991..
 QO1279
 QO1279.The geoid height was determined by GEOID03.
 QO1279
 QO1279.The dynamic height is computed by dividing the NAVD 88
 QO1279.geopotential number by the normal gravity value computed on the
 QO1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1279.degrees latitude (g = 980.6199 gals.).
 QO1279
 QO1279.The modeled gravity was interpolated from observed gravity values.
 QO1279
 QO1279;                    North         East    Units  Estimated Accuracy
 QO1279;SPC MN C     -   185,220.      892,270.      MT  (+/- 180 meters Scaled)
 QO1279
 QO1279                          SUPERSEDED SURVEY CONTROL
 QO1279
 QO1279.No superseded survey control is available for this station.
 QO1279
 QO1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL950674(NAD 83)
 QO1279_MARKER: DD = SURVEY DISK
 QO1279_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1279_SP_SET: COPPER-CLAD STEEL ROD
 QO1279_STAMPING: 5810 B 1977
 QO1279_PROJECTION: PROJECTING 5 CENTIMETERS
 QO1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1279_ROD/PIPE-DEPTH: 7.01 meters
 QO1279
 QO1279  HISTORY     - Date     Condition        Report By
 QO1279  HISTORY     - 1977     MONUMENTED       MNDT
 QO1279  HISTORY     - 19920810 GOOD             USPSQD
 QO1279
 QO1279                          STATION DESCRIPTION
 QO1279
 QO1279'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1279'5.0 MI WEST FROM ROCK CREEK.
 QO1279'THE MARK IS LOCATED 0.65 MILES NORTH ALONG TRUNK HIGHWAY 361 FROM THE
 QO1279'JUNCTION OF TRUNK HIGHWAY 361 AND COUNTY ROAD 2 IN ROCK CREEK, THENCE,
 QO1279'4.8 MILES WEST ALONG TRUNK HIGHWAY 70. IT IS 226 FT. NORTH OF THE
 QO1279'CENTER OF TRUNK HIGHWAY 70 AT MILEPOINT 15.0, 29 FT. WEST OF, AND 3
 QO1279'FT. LOWER THAN THE CENTER OF COUNTY ROAD 1 AND 2.0 FT. EAST OF
 QO1279'TELEPHONE POLE AND FENCE LINE. IT IS 0.5 FT. SOUTH OF A STEEL WITNESS
 QO1279'POST.
 QO1279
 QO1279                          STATION RECOVERY (1992)
 QO1279
 QO1279'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 QO1279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1280 ***********************************************************************
 QO1280  DESIGNATION -  5810 C
 QO1280  PID         -  QO1280
 QO1280  STATE/COUNTY-  MN/PINE
 QO1280  USGS QUAD   -  HENRIETTE (1983)
 QO1280
 QO1280                         *CURRENT SURVEY CONTROL
 QO1280  ___________________________________________________________________
 QO1280* NAD 83(1986)-  45 45 38.     (N)    093 02 32.     (W)     SCALED    
 QO1280* NAVD 88     -       301.238  (meters)     988.31   (feet)  ADJUSTED  
 QO1280  ___________________________________________________________________
 QO1280  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 QO1280  DYNAMIC HT  -         301.230 (meters)     988.29  (feet)  COMP
 QO1280  MODELED GRAV-     980,581.1   (mgal)                       NAVD 88
 QO1280
 QO1280  VERT ORDER  -  SECOND    CLASS I
 QO1280
 QO1280.The horizontal coordinates were scaled from a topographic map and have
 QO1280.an estimated accuracy of +/- 6 seconds.
 QO1280
 QO1280.The orthometric height was determined by differential leveling
 QO1280.and adjusted by the National Geodetic Survey in June 1991..
 QO1280
 QO1280.The geoid height was determined by GEOID03.
 QO1280
 QO1280.The dynamic height is computed by dividing the NAVD 88
 QO1280.geopotential number by the normal gravity value computed on the
 QO1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1280.degrees latitude (g = 980.6199 gals.).
 QO1280
 QO1280.The modeled gravity was interpolated from observed gravity values.
 QO1280
 QO1280;                    North         East    Units  Estimated Accuracy
 QO1280;SPC MN C     -   185,250.      893,960.      MT  (+/- 180 meters Scaled)
 QO1280
 QO1280                          SUPERSEDED SURVEY CONTROL
 QO1280
 QO1280.No superseded survey control is available for this station.
 QO1280
 QO1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL967674(NAD 83)
 QO1280_MARKER: DD = SURVEY DISK
 QO1280_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1280_SP_SET: COPPER-CLAD STEEL ROD
 QO1280_STAMPING: 5810 C 1977
 QO1280_PROJECTION: FLUSH
 QO1280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1280_ROD/PIPE-DEPTH: 7.32 meters
 QO1280
 QO1280  HISTORY     - Date     Condition        Report By
 QO1280  HISTORY     - 1977     MONUMENTED       MNDT
 QO1280  HISTORY     - 19920810 MARK NOT FOUND   USPSQD
 QO1280
 QO1280                          STATION DESCRIPTION
 QO1280
 QO1280'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1280'4.0 MI WEST FROM ROCK CREEK.
 QO1280'THE MARK IS LOCATED 0.65 MILES NORTH ALONG TRUNK HIGHWAY 361 FROM THE
 QO1280'JUNCTION OF TRUNK HIGHWAY 361 AND COUNTY ROAD 2 IN ROCK CREEK, THENCE,
 QO1280'3.8 MILES WEST ALONG TRUNK HIGHWAY 70. IT IS 242 FT. NORTH OF THE
 QO1280'CENTER OF TRUNK HIGHWAY 70 AT MILEPOINT 16.05, 30 FT. EAST OF THE
 QO1280'CENTER OF A TOWNSHIP ROAD AND 2.5 FT. SOUTH OF A POWER POLE. IT IS 0.8
 QO1280'FT. SOUTH OF A STEEL WITNESS POST.
 QO1280
 QO1280                          STATION RECOVERY (1992)
 QO1280
 QO1280'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 QO1280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1281 ***********************************************************************
 QO1281  DESIGNATION -  5810 D
 QO1281  PID         -  QO1281
 QO1281  STATE/COUNTY-  MN/PINE
 QO1281  USGS QUAD   -  HENRIETTE (1983)
 QO1281
 QO1281                         *CURRENT SURVEY CONTROL
 QO1281  ___________________________________________________________________
 QO1281* NAD 83(1986)-  45 46 00.     (N)    093 01 16.     (W)     SCALED    
 QO1281* NAVD 88     -       301.900  (meters)     990.48   (feet)  ADJUSTED  
 QO1281  ___________________________________________________________________
 QO1281  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 QO1281  DYNAMIC HT  -         301.892 (meters)     990.46  (feet)  COMP
 QO1281  MODELED GRAV-     980,583.2   (mgal)                       NAVD 88
 QO1281
 QO1281  VERT ORDER  -  SECOND    CLASS I
 QO1281
 QO1281.The horizontal coordinates were scaled from a topographic map and have
 QO1281.an estimated accuracy of +/- 6 seconds.
 QO1281
 QO1281.The orthometric height was determined by differential leveling
 QO1281.and adjusted by the National Geodetic Survey in June 1991..
 QO1281
 QO1281.The geoid height was determined by GEOID03.
 QO1281
 QO1281.The dynamic height is computed by dividing the NAVD 88
 QO1281.geopotential number by the normal gravity value computed on the
 QO1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1281.degrees latitude (g = 980.6199 gals.).
 QO1281
 QO1281.The modeled gravity was interpolated from observed gravity values.
 QO1281
 QO1281;                    North         East    Units  Estimated Accuracy
 QO1281;SPC MN C     -   185,950.      895,590.      MT  (+/- 180 meters Scaled)
 QO1281
 QO1281                          SUPERSEDED SURVEY CONTROL
 QO1281
 QO1281.No superseded survey control is available for this station.
 QO1281
 QO1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL983681(NAD 83)
 QO1281_MARKER: DD = SURVEY DISK
 QO1281_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1281_SP_SET: COPPER-CLAD STEEL ROD
 QO1281_STAMPING: 5810 D 1977
 QO1281_PROJECTION: PROJECTING 5 CENTIMETERS
 QO1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1281_ROD/PIPE-DEPTH: 9.75 meters
 QO1281
 QO1281  HISTORY     - Date     Condition        Report By
 QO1281  HISTORY     - 1977     MONUMENTED       MNDT
 QO1281  HISTORY     - 19920810 GOOD             USPSQD
 QO1281
 QO1281                          STATION DESCRIPTION
 QO1281
 QO1281'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1281'3.0 MI WNW FROM ROCK CREEK.
 QO1281'THE MARK IS LOCATED 0.65 MILES NORTH ALONG TRUNK HIGHWAY 361 FROM THE
 QO1281'JUNCTION OF TRUNK HIGHWAY 361 AND COUNTY ROAD 2 IN ROCK CREEK, THENCE,
 QO1281'2.65 MILES WEST ALONG TRUNK HIGHWAY 70 AT AN ABANDONED CHURCH YARD.
 QO1281'IT IS 209 FT. SOUTH OF THE CENTER OF TRUNK HIGHWAY 70 AT MILEPOINT
 QO1281'16.05, 81.0 FT. SOUTH OF A POWER POLE WITH A YARD LIGHT, 75.5 FT.
 QO1281'NORTHEAST OF A POWER POLE, 26 FT. EAST OF, AND LEVEL WITH THE CENTER
 QO1281'OF COUNTY ROAD 103 AND 16 FT. NORTH OF THE CENTER OF A GROUP OF 8
 QO1281'INCH BOX ELDER TREES. IT IS 0.8 FT. NORTH OF A STEEL WITNESS POST.
 QO1281
 QO1281                          STATION RECOVERY (1992)
 QO1281
 QO1281'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 QO1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1282 ***********************************************************************
 QO1282  DESIGNATION -  5810 E
 QO1282  PID         -  QO1282
 QO1282  STATE/COUNTY-  MN/PINE
 QO1282  USGS QUAD   -  PINE CITY (1983)
 QO1282
 QO1282                         *CURRENT SURVEY CONTROL
 QO1282  ___________________________________________________________________
 QO1282* NAD 83(1986)-  45 45 59.     (N)    093 00 00.     (W)     SCALED    
 QO1282* NAVD 88     -       296.702  (meters)     973.43   (feet)  ADJUSTED  
 QO1282  ___________________________________________________________________
 QO1282  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 QO1282  DYNAMIC HT  -         296.695 (meters)     973.41  (feet)  COMP
 QO1282  MODELED GRAV-     980,584.8   (mgal)                       NAVD 88
 QO1282
 QO1282  VERT ORDER  -  SECOND    CLASS I
 QO1282
 QO1282.The horizontal coordinates were scaled from a topographic map and have
 QO1282.an estimated accuracy of +/- 6 seconds.
 QO1282
 QO1282.The orthometric height was determined by differential leveling
 QO1282.and adjusted by the National Geodetic Survey in June 1991..
 QO1282
 QO1282.The geoid height was determined by GEOID03.
 QO1282
 QO1282.The dynamic height is computed by dividing the NAVD 88
 QO1282.geopotential number by the normal gravity value computed on the
 QO1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1282.degrees latitude (g = 980.6199 gals.).
 QO1282
 QO1282.The modeled gravity was interpolated from observed gravity values.
 QO1282
 QO1282;                    North         East    Units  Estimated Accuracy
 QO1282;SPC MN C     -   185,950.      897,230.      MT  (+/- 180 meters Scaled)
 QO1282
 QO1282                          SUPERSEDED SURVEY CONTROL
 QO1282
 QO1282.No superseded survey control is available for this station.
 QO1282
 QO1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL000680(NAD 83)
 QO1282_MARKER: DD = SURVEY DISK
 QO1282_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1282_SP_SET: COPPER-CLAD STEEL ROD
 QO1282_STAMPING: 5810 E 1977
 QO1282_PROJECTION: FLUSH
 QO1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1282_ROD/PIPE-DEPTH: 7.32 meters
 QO1282
 QO1282  HISTORY     - Date     Condition        Report By
 QO1282  HISTORY     - 1977     MONUMENTED       MNDT
 QO1282  HISTORY     - 19920810 GOOD             USPSQD
 QO1282
 QO1282                          STATION DESCRIPTION
 QO1282
 QO1282'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1282'2.0 MI WNW FROM ROCK CREEK.
 QO1282'THE MARK IS LOCATED 0.65 MILES NORTH ALONG TRUNK HIGHWAY 361 FROM THE
 QO1282'JUNCTION OF TRUNK HIGHWAY 361 AND COUNTY ROAD 2 IN ROCK CREEK, THENCE,
 QO1282'1.55 MILES WEST ALONG TRUNK HIGHWAY 70, 0.5 MILES WEST OF FAI 35,
 QO1282'AND 0.1 MILES EAST OF COUNTY ROD 23. IT IS 49.3 FT. SOUTH OF THE
 QO1282'CENTER OF TRUNK HIGHWAY 70 AT MILEPOINT 18.25, 60.3 FT. WEST
 QO1282'NORTHWEST OF BURIED CABLE MARKER 571, 32.0 FT. SOUTHWEST OF THE WEST
 QO1282'END OF AN 18 INCH METAL CULVERT UNDER A FIELD ENTRANCE AND 8.5 FT.
 QO1282'WEST OF A 36 INCH WHIT PINE TREE. IT IS 1.9 FT. NORTH OF A STEEL
 QO1282'WITNESS POST.
 QO1282
 QO1282                          STATION RECOVERY (1992)
 QO1282
 QO1282'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 QO1282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0130 ***********************************************************************
 PQ0130  DESIGNATION -  585
 PQ0130  PID         -  PQ0130
 PQ0130  STATE/COUNTY-  MN/BROWN
 PQ0130  USGS QUAD   -  NEW ULM (1992)
 PQ0130
 PQ0130                         *CURRENT SURVEY CONTROL
 PQ0130  ___________________________________________________________________
 PQ0130* NAD 83(1986)-  44 19 01.     (N)    094 27 15.     (W)     SCALED    
 PQ0130* NAVD 88     -       250.371  (meters)     821.43   (feet)  ADJUSTED  
 PQ0130  ___________________________________________________________________
 PQ0130  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 PQ0130  DYNAMIC HT  -         250.332 (meters)     821.30  (feet)  COMP
 PQ0130  MODELED GRAV-     980,454.6   (mgal)                       NAVD 88
 PQ0130
 PQ0130  VERT ORDER  -  SECOND    CLASS 0
 PQ0130
 PQ0130.The horizontal coordinates were scaled from a topographic map and have
 PQ0130.an estimated accuracy of +/- 6 seconds.
 PQ0130
 PQ0130.The orthometric height was determined by differential leveling
 PQ0130.and adjusted by the National Geodetic Survey in June 1995..
 PQ0130
 PQ0130.The geoid height was determined by GEOID03.
 PQ0130
 PQ0130.The dynamic height is computed by dividing the NAVD 88
 PQ0130.geopotential number by the normal gravity value computed on the
 PQ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0130.degrees latitude (g = 980.6199 gals.).
 PQ0130
 PQ0130.The modeled gravity was interpolated from observed gravity values.
 PQ0130
 PQ0130;                    North         East    Units  Estimated Accuracy
 PQ0130;SPC MN S     -   246,430.      763,770.      MT  (+/- 180 meters Scaled)
 PQ0130
 PQ0130                          SUPERSEDED SURVEY CONTROL
 PQ0130
 PQ0130  NAVD 88 (06/15/91)  250.377  (m)          821.45   (f) UNKNOWN     2 0
 PQ0130  NGVD 29 (??/??/92)  250.293  (m)          821.17   (f) ADJ UNCH    2 0
 PQ0130
 PQ0130.Superseded values are not recommended for survey control.
 PQ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0130.See file dsdata.txt to determine how the superseded data were derived.
 PQ0130
 PQ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK840081(NAD 83)
 PQ0130_MARKER: P = PIPE CAP
 PQ0130_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PQ0130_SP_SET: METAL PIPE IN CONCRETE
 PQ0130_STAMPING: 585
 PQ0130_MARK LOGO: USE   
 PQ0130_MAGNETIC: P = MARKER IS A STEEL PIPE
 PQ0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0130
 PQ0130  HISTORY     - Date     Condition        Report By
 PQ0130  HISTORY     - UNK      MONUMENTED       USE
 PQ0130  HISTORY     - 1970     GOOD             NGS
 PQ0130  HISTORY     - 19870428 GOOD             MNDT
 PQ0130
 PQ0130                          STATION DESCRIPTION
 PQ0130
 PQ0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PQ0130'IN NEW ULM.
 PQ0130'THE MARK IS IN THE SE1/4 SEC. 20 T110N R30W AT THE S.W. CORNER OF
 PQ0130'NORTH 1ST ST. AND FRONT ST., 4.0 FEET S. OF THE WESTBOUND SIDEWALK,
 PQ0130'0.5 FEET WEST OF THE SOUTHBOUND SIDEWALK, AND ABOUT 1.5 FEET HIGHER
 PQ0130'THAN STREET.  SE 1/4, SEC 20, T110N, R 30W.
 PQ0130
 PQ0130                          STATION RECOVERY (1987)
 PQ0130
 PQ0130'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 PQ0130'THE MARK IS LOCATED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF
 PQ0130'1ST STREET NORTH AND FRONT STREET IN NEW ULM, IN THE SE 1/4 OF
 PQ0130'SECTION 20, T110N, R30W, 6 BLOCKS SOUTHEAST ALONG BROADWAY STREET
 PQ0130'(TRUNK HIGHWAYS 15 AND 68) FROM THE INTERSECTION OF BROADWAY AND 7TH
 PQ0130'STREET NORTH (JUNCTION OF TRUNK HIGHWAYS 14, 15, AND 68), THENCE
 PQ0130'NORTHEAST ALONG 1ST STREET NORTH FOR 0.45 MILE (0.72 KM) TO FRONT
 PQ0130'STREET.  THE MARK, A STANDARD USE CAP STAMPED---585---, IS FASTENED
 PQ0130'TO THE TOP OF A 3-INCH DIAMETER IRON PIPE SET IN A 12-INCH SQUARE
 PQ0130'CONCRETE BLOCK THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND
 PQ0130'AND IS ABOUT 1.5 FEET (0.5 M) ABOVE THE LEVEL OF THE STREETS.  THE
 PQ0130'MARK IS 4 FEET (1.2 M) SOUTH OF THE SOUTH SIDEWALK OF 1ST STREET
 PQ0130'NORTH AND 0.5 FOOT (15.2 CM) WEST OF THE WEST SIDEWALK OF FRONT
 PQ0130'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0357 ***********************************************************************
 QO0357  DESIGNATION -  5880 A
 QO0357  PID         -  QO0357
 QO0357  STATE/COUNTY-  MN/PINE
 QO0357  USGS QUAD   -  PINE CITY (1983)
 QO0357
 QO0357                         *CURRENT SURVEY CONTROL
 QO0357  ___________________________________________________________________
 QO0357* NAD 83(1986)-  45 46 00.     (N)    092 59 19.     (W)     SCALED    
 QO0357* NAVD 88     -       300.397  (meters)     985.55   (feet)  ADJUSTED  
 QO0357  ___________________________________________________________________
 QO0357  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 QO0357  DYNAMIC HT  -         300.391 (meters)     985.53  (feet)  COMP
 QO0357  MODELED GRAV-     980,587.7   (mgal)                       NAVD 88
 QO0357
 QO0357  VERT ORDER  -  SECOND    CLASS 0
 QO0357
 QO0357.The horizontal coordinates were scaled from a topographic map and have
 QO0357.an estimated accuracy of +/- 6 seconds.
 QO0357
 QO0357.The orthometric height was determined by differential leveling
 QO0357.and adjusted by the National Geodetic Survey in June 1991..
 QO0357
 QO0357.The geoid height was determined by GEOID03.
 QO0357
 QO0357.The dynamic height is computed by dividing the NAVD 88
 QO0357.geopotential number by the normal gravity value computed on the
 QO0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0357.degrees latitude (g = 980.6199 gals.).
 QO0357
 QO0357.The modeled gravity was interpolated from observed gravity values.
 QO0357
 QO0357;                    North         East    Units  Estimated Accuracy
 QO0357;SPC MN C     -   185,990.      898,110.      MT  (+/- 180 meters Scaled)
 QO0357
 QO0357                          SUPERSEDED SURVEY CONTROL
 QO0357
 QO0357  NGVD 29 (??/??/92)  300.326  (m)          985.32   (f) ADJ UNCH    2 0
 QO0357
 QO0357.Superseded values are not recommended for survey control.
 QO0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0357.See file dsdata.txt to determine how the superseded data were derived.
 QO0357
 QO0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL008681(NAD 83)
 QO0357_MARKER: DD = SURVEY DISK
 QO0357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0357_SP_SET: ABUTMENT
 QO0357_STAMPING: 5880 A 1962
 QO0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0357
 QO0357  HISTORY     - Date     Condition        Report By
 QO0357  HISTORY     - 1962     MONUMENTED       MNDT
 QO0357  HISTORY     - 1975     GOOD             MNDT
 QO0357  HISTORY     - 1977     GOOD             MNDT
 QO0357  HISTORY     - 1985     GOOD             USPSQD
 QO0357  HISTORY     - 1985     GOOD             USPSQD
 QO0357  HISTORY     - 19920810 GOOD             USPSQD
 QO0357
 QO0357                          STATION DESCRIPTION
 QO0357
 QO0357'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0357'1.5 MI WNW FROM ROCK CREEK.
 QO0357'LOCATED AT THE INTERCHANGE OF FAI 35 AND TRUNK HIGHWAY 70 (1.5 MILES
 QO0357'WEST-NORTHWEST OF ROCK CREEK).  IT IS 19.7 FEET SOUTH OF AND ABOUT 0.5
 QO0357'FOOT LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 70.  IT IS SET IN THE
 QO0357'SOUTHEAST CORNER (ABUTMENT) OF BRIDGE 58801 (TRUNK HIGHWAY 70 OVER FAI
 QO0357'35).  SE 1/4, SEC 20, T 38N, R 21W.
 QO0357
 QO0357                          STATION RECOVERY (1977)
 QO0357
 QO0357'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO0357'THE MARK WAS FOUND AS DESCRIBED, 0.65 MILES NORTH ALONG TRUNK HIGHWAY
 QO0357'361 FROM THE JUNCTION OF TRUNK HIGHWAY 361 AND COUNTY ROAD 2 IN ROCK
 QO0357'CREEK, THENCE, 1.0 MILES WEST TO FAI 35. IT IS 19.7 FT. SOUTH OF, AND
 QO0357'LEVEL WITH THE CENTER OF TRUNK HIGHWAY 70 AT MILEPOINT 18.75. IT IS
 QO0357'CEMENTED IN THE SOUTHEAST CORNER ABUTMENT OF FAI 35 BRIDGE 58801 AT
 QO0357'FAI 35 MILEPOINT 165.7.
 QO0357
 QO0357                          STATION RECOVERY (1985)
 QO0357
 QO0357'RECOVERY NOTE BY US POWER SQUADRON 1985
 QO0357'BENCH MARK IS SOUTHEAST CORNER MN HWY. 70 BRIDGE OVER IS. 35.
 QO0357
 QO0357                          STATION RECOVERY (1985)
 QO0357
 QO0357'RECOVERY NOTE BY US POWER SQUADRON 1985
 QO0357'BENCH MARK IS SOUTHEAST CORNER MN HWY. 70 BRIDGE OVER IS. 35.
 QO0357
 QO0357                          STATION RECOVERY (1992)
 QO0357
 QO0357'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 QO0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0374 ***********************************************************************
 QO0374  DESIGNATION -  5880 A 2
 QO0374  PID         -  QO0374
 QO0374  STATE/COUNTY-  MN/CHISAGO
 QO0374  USGS QUAD   -  RUSH CITY (1983)
 QO0374
 QO0374                         *CURRENT SURVEY CONTROL
 QO0374  ___________________________________________________________________
 QO0374* NAD 83(1986)-  45 43 43.     (N)    092 59 35.     (W)     SCALED    
 QO0374* NAVD 88     -       288.328  (meters)     945.96   (feet)  ADJUSTED  
 QO0374  ___________________________________________________________________
 QO0374  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 QO0374  DYNAMIC HT  -         288.321 (meters)     945.93  (feet)  COMP
 QO0374  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 QO0374
 QO0374  VERT ORDER  -  SECOND    CLASS I
 QO0374
 QO0374.The horizontal coordinates were scaled from a topographic map and have
 QO0374.an estimated accuracy of +/- 6 seconds.
 QO0374
 QO0374.The orthometric height was determined by differential leveling
 QO0374.and adjusted by the National Geodetic Survey in June 1991..
 QO0374
 QO0374.The geoid height was determined by GEOID03.
 QO0374
 QO0374.The dynamic height is computed by dividing the NAVD 88
 QO0374.geopotential number by the normal gravity value computed on the
 QO0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0374.degrees latitude (g = 980.6199 gals.).
 QO0374
 QO0374.The modeled gravity was interpolated from observed gravity values.
 QO0374
 QO0374;                    North         East    Units  Estimated Accuracy
 QO0374;SPC MN C     -   181,760.      897,840.      MT  (+/- 180 meters Scaled)
 QO0374
 QO0374                          SUPERSEDED SURVEY CONTROL
 QO0374
 QO0374  NGVD 29 (??/??/92)  288.269  (m)          945.76   (f) ADJ UNCH    2 1
 QO0374
 QO0374.Superseded values are not recommended for survey control.
 QO0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0374.See file dsdata.txt to determine how the superseded data were derived.
 QO0374
 QO0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL005638(NAD 83)
 QO0374_MARKER: DD = SURVEY DISK
 QO0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0374_STAMPING: 5880 A2 1970
 QO0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0374+STABILITY: SURFACE MOTION
 QO0374
 QO0374  HISTORY     - Date     Condition        Report By
 QO0374  HISTORY     - 1970     MONUMENTED       MNDT
 QO0374  HISTORY     - 1976     GOOD             MNDT
 QO0374
 QO0374                          STATION DESCRIPTION
 QO0374
 QO0374'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0374'2.5 MI SW FROM ROCK.
 QO0374'THE MARK IS LOCATED 2.5 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF
 QO0374'FAI 35 AND TRUNK HIGHWAY 70 (1.5 MILES WEST-NORTHWEST OF ROCK CREEK)
 QO0374'AND IS AT FAI MILEPOINT 163.1.  IT IS 94.4 FEET EAST OF AND ABOUT
 QO0374'LEVEL WITH THE CENTERLINE OF NORTHBOUND FAI 35 AT STATION 2672+00, IS
 QO0374'ABOUT 285 FEET SOUTH OF THE PINE-CHISAGO COUNTY LINE, ABOUT 25 FEET
 QO0374'WEST OF EDGE OF A GROVE OF WILLOW TREES AT AN ABANDONED FARMSTEAD, AND
 QO0374'IS 4.0 FEET WEST OF THE EAST RIGHT OF WAY FENCE.  IT IS SET IN THE TOP
 QO0374'OF A CONCRETE MONUMENT (MAGNETIC) THAT IS FLUSH WITH THE SURFACE OF
 QO0374'THE GROUND AND IS 1.2 FEET WEST OF A STEEL WITNESS POST. NW1/4 SECTION
 QO0374'5, T 37N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0375 ***********************************************************************
 QO0375  DESIGNATION -  5880 A 3
 QO0375  PID         -  QO0375
 QO0375  STATE/COUNTY-  MN/PINE
 QO0375  USGS QUAD   -  RUSH CITY (1983)
 QO0375
 QO0375                         *CURRENT SURVEY CONTROL
 QO0375  ___________________________________________________________________
 QO0375* NAD 83(1986)-  45 44 29.     (N)    092 59 25.     (W)     SCALED    
 QO0375* NAVD 88     -       290.629  (meters)     953.51   (feet)  ADJUSTED  
 QO0375  ___________________________________________________________________
 QO0375  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 QO0375  DYNAMIC HT  -         290.622 (meters)     953.48  (feet)  COMP
 QO0375  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 QO0375
 QO0375  VERT ORDER  -  SECOND    CLASS I
 QO0375
 QO0375.The horizontal coordinates were scaled from a topographic map and have
 QO0375.an estimated accuracy of +/- 6 seconds.
 QO0375
 QO0375.The orthometric height was determined by differential leveling
 QO0375.and adjusted by the National Geodetic Survey in June 1991..
 QO0375
 QO0375.The geoid height was determined by GEOID03.
 QO0375
 QO0375.The dynamic height is computed by dividing the NAVD 88
 QO0375.geopotential number by the normal gravity value computed on the
 QO0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0375.degrees latitude (g = 980.6199 gals.).
 QO0375
 QO0375.The modeled gravity was interpolated from observed gravity values.
 QO0375
 QO0375;                    North         East    Units  Estimated Accuracy
 QO0375;SPC MN C     -   183,180.      898,030.      MT  (+/- 180 meters Scaled)
 QO0375
 QO0375                          SUPERSEDED SURVEY CONTROL
 QO0375
 QO0375  NGVD 29 (??/??/92)  290.567  (m)          953.30   (f) ADJ UNCH    2 1
 QO0375
 QO0375.Superseded values are not recommended for survey control.
 QO0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0375.See file dsdata.txt to determine how the superseded data were derived.
 QO0375
 QO0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL007653(NAD 83)
 QO0375_MARKER: DD = SURVEY DISK
 QO0375_SETTING: 0 = UNSPECIFIED SETTING
 QO0375_STAMPING: 5880 A3 1970
 QO0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0375
 QO0375  HISTORY     - Date     Condition        Report By
 QO0375  HISTORY     - 1970     MONUMENTED       MNDT
 QO0375  HISTORY     - 1976     GOOD             MNDT
 QO0375
 QO0375                          STATION DESCRIPTION
 QO0375
 QO0375'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0375'1.8 MI SW FROM ROCK CREEK.
 QO0375'THE MARK IS LOCATED 1.8 MILES SOUTH ALONG FAI 35 FROM THE INTERCHANGE
 QO0375'OF TH 70 AND FAI 35 WEST OF ROCK CREEK, AND 4.0 MILES NORTH ALONG FAI
 QO0375'35 FROM THE TH 361 INTERCHANGE AT RUSH CITY.  IT IS 95.5 FEET EAST OF
 QO0375'AND ABOUT LEVEL WITH THE CENTERLINE OF FAI 35 NORTHBOUND 129+00, 6.5
 QO0375'FEET SOUTH OF A T FENCE EAST, 160 FEET NORTH OF A RIGHT OF WAY POST
 QO0375'AND RIGHT OF WAY MARKER (STAMPED 127+39.8.).  NE1/4 SECTION 32, T 38N,
 QO0375'R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0376 ***********************************************************************
 QO0376  DESIGNATION -  5880 A 4
 QO0376  PID         -  QO0376
 QO0376  STATE/COUNTY-  MN/PINE
 QO0376  USGS QUAD   -  PINE CITY (1983)
 QO0376
 QO0376                         *CURRENT SURVEY CONTROL
 QO0376  ___________________________________________________________________
 QO0376* NAD 83(1996)-  45 45 16.93889(N)    092 59 26.35915(W)     ADJUSTED  
 QO0376* NAVD 88     -       290.356  (meters)     952.61   (feet)  ADJUSTED  
 QO0376  ___________________________________________________________________
 QO0376  X           -    -232,591.517 (meters)                     COMP
 QO0376  Y           -  -4,452,003.309 (meters)                     COMP
 QO0376  Z           -   4,546,454.359 (meters)                     COMP
 QO0376  LAPLACE CORR-           8.15  (seconds)                    DEFLEC99
 QO0376  ELLIP HEIGHT-         262.55  (meters)          (08/10/98) GPS OBS
 QO0376  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 QO0376  DYNAMIC HT  -         290.349 (meters)     952.59  (feet)  COMP
 QO0376  MODELED GRAV-     980,584.9   (mgal)                       NAVD 88
 QO0376
 QO0376  HORZ ORDER  -  FIRST
 QO0376  VERT ORDER  -  SECOND    CLASS I
 QO0376  ELLP ORDER  -  THIRD     CLASS I
 QO0376
 QO0376.The horizontal coordinates were established by GPS observations
 QO0376.and adjusted by the National Geodetic Survey in August 1998..
 QO0376
 QO0376.The orthometric height was determined by differential leveling
 QO0376.and adjusted by the National Geodetic Survey in June 1991..
 QO0376
 QO0376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0376
 QO0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0376
 QO0376.The ellipsoidal height was determined by GPS observations
 QO0376.and is referenced to NAD 83.
 QO0376
 QO0376.The geoid height was determined by GEOID03.
 QO0376
 QO0376.The dynamic height is computed by dividing the NAVD 88
 QO0376.geopotential number by the normal gravity value computed on the
 QO0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0376.degrees latitude (g = 980.6199 gals.).
 QO0376
 QO0376.The modeled gravity was interpolated from observed gravity values.
 QO0376
 QO0376;                    North         East     Units Scale Factor Converg.
 QO0376;SPC MN C     -   184,661.885   897,976.394   MT  0.99997295   +0 54 39.6
 QO0376;UTM  15      - 5,066,794.193   500,726.771   MT  0.99960001   +0 00 24.1
 QO0376
 QO0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0376!SPC MN C     -   0.99995884  x   0.99997295  =   0.99993179
 QO0376!UTM  15      -   0.99995884  x   0.99960001  =   0.99955887
 QO0376
 QO0376                          SUPERSEDED SURVEY CONTROL
 QO0376
 QO0376  NAVD 88 (08/10/98)  290.36   (m)          952.6    (f) LEVELING    3  
 QO0376  NGVD 29 (??/??/92)  290.293  (m)          952.40   (f) ADJ UNCH    2 1
 QO0376
 QO0376.Superseded values are not recommended for survey control.
 QO0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0376.See file dsdata.txt to determine how the superseded data were derived.
 QO0376
 QO0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0072766794(NAD 83)
 QO0376_MARKER: DV = VERTICAL CONTROL DISK
 QO0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0376_STAMPING: 5880 A4 1970
 QO0376_MARK LOGO: MNDT  
 QO0376_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0376+STABILITY: SURFACE MOTION
 QO0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0376+SATELLITE: SATELLITE OBSERVATIONS - December 27, 1993
 QO0376
 QO0376  HISTORY     - Date     Condition        Report By
 QO0376  HISTORY     - 1970     MONUMENTED       MNDT
 QO0376  HISTORY     - 1976     GOOD             MNDT
 QO0376  HISTORY     - 19931227 GOOD             MNDT
 QO0376
 QO0376                          STATION DESCRIPTION
 QO0376
 QO0376'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0376'1.5 MI WSW FROM ROCK CREEK.
 QO0376'THE MARK IS LOCATED 0.8 MILE SOUTH ALONG FAI 35 FROM THE JUNCTION OF
 QO0376'FAI 35 AND TRUNK HIGHWAY 70 (1.5 MILES WEST-NORTHWEST OF ROCK CREEK)
 QO0376'AND IS AT NORTHBOUND FAI 35 MILEPOINT 164.5.  IT IS 94.5 FEET EAST OF
 QO0376'AND ABOUT 4 FEET HIGHER THAN THE CENTERLINE OF NORTHBOUND FAI 35,
 QO0376'ABOUT 360 FEET NORTH OF THE EAST END OF A CULVERT UNDER FAI 35, AND
 QO0376'4.0 FEET WEST OF THE EAST RIGHT OF WAY FENCE.  IT IS SET IN THE TOP OF
 QO0376'A CONCRETE MONUMENT (MAGNETIC) THAT IS FLUSH WITH THE GROUND AND IS
 QO0376'1.5 FEET WEST OF A STEEL WITNESS POST.  NE1/4 SECTION 29, T 38N, R
 QO0376'21W.
 QO0376
 QO0376                          STATION RECOVERY (1993)
 QO0376
 QO0376'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 QO0376'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 QO0376'1.5 FT (0.5 M) WSW OF THE TOWN OF ROCK CREEK, 0.8 MI (1.3 KM) SOUTH
 QO0376'ALONG FAI 35 FROM THE JCT OF FAI 35 AND TH 70, AT FAI 35 MP 164.5,
 QO0376'94.5 FT (28.8 M) EAST OF NB FAI 35, 360 FT (109.7 M) NORTH OF A
 QO0376'CULVERT, 4.0 FT (1.2 M) WEST OF A FENCE, AND 1.5 FT (0.5 M) WEST OF A
 QO0376'WIT POST.  RECOVERED AND DESCRIBED BY DAVID K HERDER, TYPED BY G.W.O.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0595 ***********************************************************************
 RN0595  DESIGNATION -  5880 AA
 RN0595  PID         -  RN0595
 RN0595  STATE/COUNTY-  MN/PINE
 RN0595  USGS QUAD   -  HINCKLEY (1991)
 RN0595
 RN0595                         *CURRENT SURVEY CONTROL
 RN0595  ___________________________________________________________________
 RN0595* NAD 83(1986)-  46 02 40.     (N)    092 55 11.     (W)     SCALED    
 RN0595* NAVD 88     -       330.778  (meters)    1085.23   (feet)  ADJUSTED  
 RN0595  ___________________________________________________________________
 RN0595  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 RN0595  DYNAMIC HT  -         330.785 (meters)    1085.25  (feet)  COMP
 RN0595  MODELED GRAV-     980,626.1   (mgal)                       NAVD 88
 RN0595
 RN0595  VERT ORDER  -  SECOND    CLASS 0
 RN0595
 RN0595.The horizontal coordinates were scaled from a topographic map and have
 RN0595.an estimated accuracy of +/- 6 seconds.
 RN0595
 RN0595.The orthometric height was determined by differential leveling
 RN0595.and adjusted by the National Geodetic Survey in June 1991..
 RN0595
 RN0595.The geoid height was determined by GEOID03.
 RN0595
 RN0595.The dynamic height is computed by dividing the NAVD 88
 RN0595.geopotential number by the normal gravity value computed on the
 RN0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0595.degrees latitude (g = 980.6199 gals.).
 RN0595
 RN0595.The modeled gravity was interpolated from observed gravity values.
 RN0595
 RN0595;                    North         East    Units  Estimated Accuracy
 RN0595;SPC MN C     -   216,950.      902,950.      MT  (+/- 180 meters Scaled)
 RN0595
 RN0595                          SUPERSEDED SURVEY CONTROL
 RN0595
 RN0595  NGVD 29 (??/??/92)  330.687  (m)         1084.93   (f) ADJ UNCH    2 0
 RN0595
 RN0595.Superseded values are not recommended for survey control.
 RN0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0595.See file dsdata.txt to determine how the superseded data were derived.
 RN0595
 RN0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL062989(NAD 83)
 RN0595_MARKER: DD = SURVEY DISK
 RN0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0595_STAMPING: 5880 AA 1961
 RN0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0595+STABILITY: SURFACE MOTION
 RN0595
 RN0595  HISTORY     - Date     Condition        Report By
 RN0595  HISTORY     - 1961     MONUMENTED       MNDT
 RN0595  HISTORY     - 1974     GOOD             MNDT
 RN0595
 RN0595                          STATION DESCRIPTION
 RN0595
 RN0595'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0595'2.5 MI NNE FROM HINCKLEY.
 RN0595'THE MARK IS LOCATED 2.5 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF
 RN0595'T.H. 48 AND FAI 35 IN HINCKLEY TO MILE POINT 185.6.  IT IS IN THE
 RN0595'MEDIAN AMONG 10 FOOT (AVERAGE) NORWAY PINE TREES, 99.5 FEET WEST OF
 RN0595'THE NORTHBOUND LANE OF FAI 35 STATION 1277 + 90, AND 350 FEET SOUTH OF
 RN0595'AN EMERGENCY CROSSOVER.  ALL DISTANCES ARE WITH RESPECT TO
 RN0595'CENTERLINES.  IT IS 0.5 FEET NORTH OF A STEEL WITNESS POST, PROJECTS 2
 RN0595'INCHES ABOVE THE GROUND, AND IS ABOUT 2 FEET LOWER THAN THE NORTHBOUND
 RN0595'LANE OF FAI 35.  THE REINFORCED CONCRETE POST IS MAGNETIC. SE 1/4
 RN0595'SECTION 7, T 41N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0354 ***********************************************************************
 QO0354  DESIGNATION -  5880 B 2
 QO0354  PID         -  QO0354
 QO0354  STATE/COUNTY-  MN/PINE
 QO0354  USGS QUAD   -  PINE CITY (1983)
 QO0354
 QO0354                         *CURRENT SURVEY CONTROL
 QO0354  ___________________________________________________________________
 QO0354* NAD 83(1986)-  45 47 07.     (N)    092 59 26.     (W)     SCALED    
 QO0354* NAVD 88     -       298.008  (meters)     977.71   (feet)  ADJUSTED  
 QO0354  ___________________________________________________________________
 QO0354  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 QO0354  DYNAMIC HT  -         298.002 (meters)     977.69  (feet)  COMP
 QO0354  MODELED GRAV-     980,589.8   (mgal)                       NAVD 88
 QO0354
 QO0354  VERT ORDER  -  SECOND    CLASS 0
 QO0354
 QO0354.The horizontal coordinates were scaled from a topographic map and have
 QO0354.an estimated accuracy of +/- 6 seconds.
 QO0354
 QO0354.The orthometric height was determined by differential leveling
 QO0354.and adjusted by the National Geodetic Survey in June 1991..
 QO0354
 QO0354.The geoid height was determined by GEOID03.
 QO0354
 QO0354.The dynamic height is computed by dividing the NAVD 88
 QO0354.geopotential number by the normal gravity value computed on the
 QO0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0354.degrees latitude (g = 980.6199 gals.).
 QO0354
 QO0354.The modeled gravity was interpolated from observed gravity values.
 QO0354
 QO0354;                    North         East    Units  Estimated Accuracy
 QO0354;SPC MN C     -   188,060.      897,930.      MT  (+/- 180 meters Scaled)
 QO0354
 QO0354                          SUPERSEDED SURVEY CONTROL
 QO0354
 QO0354  NGVD 29 (??/??/92)  297.941  (m)          977.49   (f) ADJ UNCH    2 0
 QO0354
 QO0354.Superseded values are not recommended for survey control.
 QO0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0354.See file dsdata.txt to determine how the superseded data were derived.
 QO0354
 QO0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL007701(NAD 83)
 QO0354_MARKER: DD = SURVEY DISK
 QO0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0354_STAMPING: 5880 B2 1970
 QO0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0354+STABILITY: SURFACE MOTION
 QO0354
 QO0354  HISTORY     - Date     Condition        Report By
 QO0354  HISTORY     - 1970     MONUMENTED       MNDT
 QO0354  HISTORY     - 1974     GOOD             MNDT
 QO0354
 QO0354                          STATION DESCRIPTION
 QO0354
 QO0354'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0354'2.1 MI SSE FROM PINE CITY.
 QO0354'THE MARK IS LOCATED 1.1 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF
 QO0354'FAI 35 AND TRUNK HIGHWAY 70 (1.5 MILES WEST-NORTHWEST OF ROCK CREEK)
 QO0354'AND 2.85 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI 35 AND
 QO0354'TRUNK HIGHWAY 324 AT PINE CITY.  IT IS AT FAI 35 MILEPOINT 166.9.  IT
 QO0354'IS 93 FEET WEST OF THE CENTERLINE OF SOUTHBOUND FAI 35 AT STATION
 QO0354'286+01, IS 54.3 FEET NORTH-NORTHWEST OF WEST LEG OF SOUTHBOUND SIGN 70
 QO0354'GRANTSBURG EXIT 1 MILE AND 2.5 FEET EAST OF WEST RIGHT-OF-WAY FENCE.
 QO0354'IT IS SET IN THE TOP OF A CONCRETE POST (MAGNETIC) THAT IS FLUSH WITH
 QO0354'THE GROUND, IS 9 FEET EAST OF A STEEL WITNESS POST AND IS 4 FEET ABOVE
 QO0354'THE LEVEL OF FAI 35.  NE 1/4 SECTION 17, T 38N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0591 ***********************************************************************
 RN0591  DESIGNATION -  5880 BB
 RN0591  PID         -  RN0591
 RN0591  STATE/COUNTY-  MN/PINE
 RN0591  USGS QUAD   -  HINCKLEY (1991)
 RN0591
 RN0591                         *CURRENT SURVEY CONTROL
 RN0591  ___________________________________________________________________
 RN0591* NAD 83(1986)-  46 03 30.     (N)    092 54 37.     (W)     SCALED    
 RN0591* NAVD 88     -       327.625  (meters)    1074.88   (feet)  ADJUSTED  
 RN0591  ___________________________________________________________________
 RN0591  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 RN0591  DYNAMIC HT  -         327.632 (meters)    1074.91  (feet)  COMP
 RN0591  MODELED GRAV-     980,627.9   (mgal)                       NAVD 88
 RN0591
 RN0591  VERT ORDER  -  SECOND    CLASS 0
 RN0591
 RN0591.The horizontal coordinates were scaled from a topographic map and have
 RN0591.an estimated accuracy of +/- 6 seconds.
 RN0591
 RN0591.The orthometric height was determined by differential leveling
 RN0591.and adjusted by the National Geodetic Survey in June 1991..
 RN0591
 RN0591.The geoid height was determined by GEOID03.
 RN0591
 RN0591.The dynamic height is computed by dividing the NAVD 88
 RN0591.geopotential number by the normal gravity value computed on the
 RN0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0591.degrees latitude (g = 980.6199 gals.).
 RN0591
 RN0591.The modeled gravity was interpolated from observed gravity values.
 RN0591
 RN0591;                    North         East    Units  Estimated Accuracy
 RN0591;SPC MN C     -   218,510.      903,660.      MT  (+/- 180 meters Scaled)
 RN0591
 RN0591                          SUPERSEDED SURVEY CONTROL
 RN0591
 RN0591  NGVD 29 (??/??/92)  327.529  (m)         1074.57   (f) ADJ UNCH    2 0
 RN0591
 RN0591.Superseded values are not recommended for survey control.
 RN0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0591.See file dsdata.txt to determine how the superseded data were derived.
 RN0591
 RN0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM069005(NAD 83)
 RN0591_MARKER: DD = SURVEY DISK
 RN0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0591_STAMPING: 5880 BB 1961
 RN0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0591+STABILITY: SURFACE MOTION
 RN0591
 RN0591  HISTORY     - Date     Condition        Report By
 RN0591  HISTORY     - 1961     MONUMENTED       MNDT
 RN0591  HISTORY     - 1974     GOOD             MNDT
 RN0591  HISTORY     - 19920824 MARK NOT FOUND   USPSQD
 RN0591
 RN0591                          STATION DESCRIPTION
 RN0591
 RN0591'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0591'3.5 MI NNE FROM HINCKLEY.
 RN0591'THE MARK IS LOCATED 3.5 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF
 RN0591'T.H. 48 AND FAI 35 IN HINCKLEY TO MILE POINT 186.6.  IT IS IN THE
 RN0591'MEDIAN, 150 FEET WEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF FAI
 RN0591'35 STATION 1330 + 00, AND ABOUT 110 FEET SOUTH OF THE NORTH EDGE OF 15
 RN0591'FOOT (AVERAGE) NORWAY PINE TREES.  IT IS 0.5 FEET NORTH OF A STEEL
 RN0591'WITNESS POST, PROJECTS 2 INCHES ABOVE THE GROUND, AND ABOUT 8 FEET
 RN0591'HIGHER THAN FAI 35.  THE REINFORCED CONCRETE POST IS MAGNETIC.  SE 1/4
 RN0591'SECTION 6, T 41N, R 20W.  NOTE-- THE MARK IS ALSO 4.8 MILES SOUTH
 RN0591'ALONG FAI 35 FROM THE JUNCTION T.H. 23 AND FAI 35 WEST OF SANDSTONE.
 RN0591
 RN0591                          STATION RECOVERY (1992)
 RN0591
 RN0591'RECOVERY NOTE BY US POWER SQUADRON 1992 (GQ)
 RN0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0353 ***********************************************************************
 QO0353  DESIGNATION -  5880 C 2
 QO0353  PID         -  QO0353
 QO0353  STATE/COUNTY-  MN/PINE
 QO0353  USGS QUAD   -  PINE CITY (1983)
 QO0353
 QO0353                         *CURRENT SURVEY CONTROL
 QO0353  ___________________________________________________________________
 QO0353* NAD 83(1986)-  45 48 20.     (N)    092 59 22.     (W)     SCALED    
 QO0353* NAVD 88     -       300.374  (meters)     985.48   (feet)  ADJUSTED  
 QO0353  ___________________________________________________________________
 QO0353  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 QO0353  DYNAMIC HT  -         300.370 (meters)     985.46  (feet)  COMP
 QO0353  MODELED GRAV-     980,591.8   (mgal)                       NAVD 88
 QO0353
 QO0353  VERT ORDER  -  SECOND    CLASS 0
 QO0353
 QO0353.The horizontal coordinates were scaled from a topographic map and have
 QO0353.an estimated accuracy of +/- 6 seconds.
 QO0353
 QO0353.The orthometric height was determined by differential leveling
 QO0353.and adjusted by the National Geodetic Survey in June 1991..
 QO0353.WARNING-Repeat measurements at this control monument indicate possible
 QO0353.vertical movement.
 QO0353
 QO0353.The geoid height was determined by GEOID03.
 QO0353
 QO0353.The dynamic height is computed by dividing the NAVD 88
 QO0353.geopotential number by the normal gravity value computed on the
 QO0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0353.degrees latitude (g = 980.6199 gals.).
 QO0353
 QO0353.The modeled gravity was interpolated from observed gravity values.
 QO0353
 QO0353;                    North         East    Units  Estimated Accuracy
 QO0353;SPC MN C     -   190,310.      897,980.      MT  (+/- 180 meters Scaled)
 QO0353
 QO0353                          SUPERSEDED SURVEY CONTROL
 QO0353
 QO0353  NGVD 29 (??/??/92)  300.308  (m)          985.26   (f) ADJ UNCH    2 0
 QO0353
 QO0353.Superseded values are not recommended for survey control.
 QO0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0353.See file dsdata.txt to determine how the superseded data were derived.
 QO0353
 QO0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL008724(NAD 83)
 QO0353_MARKER: DD = SURVEY DISK
 QO0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0353_STAMPING: 5880 C2 1970
 QO0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0353+STABILITY: SURFACE MOTION
 QO0353
 QO0353  HISTORY     - Date     Condition        Report By
 QO0353  HISTORY     - 1970     MONUMENTED       MNDT
 QO0353  HISTORY     - 1974     GOOD             MNDT
 QO0353
 QO0353                          STATION DESCRIPTION
 QO0353
 QO0353'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0353'0.75 MI SW FROM PINE CITY.
 QO0353'THE MARK IS LOCATED ABOUT 1.5 MILES SOUTH ALONG FAI 35 FROM THE
 QO0353'JUNCTION OF FAI 35 AND TRUNK HIGHWAY 324 AT PINE CITY.  IT IS AT
 QO0353'MILEPOINT 168.15.  IT IS 95 FEET WEST OF THE CENTERLINE OF THE
 QO0353'SOUTHBOUND FAI 35 STATION 352+00, 31 FEET SOUTHEAST OF A POWER POLE,
 QO0353'45 FEET SOUTH-SOUTHWEST OF 24 INCH WILLOW TREE, ABOUT 250 FEET WEST OF
 QO0353'NORTHBOUND FAI 35 SIGN 324 PINE CITY EXIT 1 1/4 MILES AND 4.3 FEET
 QO0353'EAST OF WEST RIGHT-OF-WAY FENCE.  IT IS SET IN THE TOP OF A CONCRETE
 QO0353'POST (MAGNETIC) THAT IS BURIED 1 INCH BELOW THE SURFACE OF THE GROUND,
 QO0353'IS 1 FOOT WEST OF A STEEL WITNESS POST AND IS ABOUT LEVEL WITH FAI 35
 QO0353'SOUTHBOUND.  SE 1/4 SECTION 5, T 38N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0590 ***********************************************************************
 RN0590  DESIGNATION -  5880 CC
 RN0590  PID         -  RN0590
 RN0590  STATE/COUNTY-  MN/PINE
 RN0590  USGS QUAD   -  HINCKLEY (1991)
 RN0590
 RN0590                         *CURRENT SURVEY CONTROL
 RN0590  ___________________________________________________________________
 RN0590* NAD 83(1986)-  46 04 12.     (N)    092 54 15.     (W)     SCALED    
 RN0590* NAVD 88     -       335.665  (meters)    1101.26   (feet)  ADJUSTED  
 RN0590  ___________________________________________________________________
 RN0590  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 RN0590  DYNAMIC HT  -         335.673 (meters)    1101.29  (feet)  COMP
 RN0590  MODELED GRAV-     980,629.4   (mgal)                       NAVD 88
 RN0590
 RN0590  VERT ORDER  -  SECOND    CLASS 0
 RN0590
 RN0590.The horizontal coordinates were scaled from a topographic map and have
 RN0590.an estimated accuracy of +/- 6 seconds.
 RN0590
 RN0590.The orthometric height was determined by differential leveling
 RN0590.and adjusted by the National Geodetic Survey in June 1991..
 RN0590
 RN0590.The geoid height was determined by GEOID03.
 RN0590
 RN0590.The dynamic height is computed by dividing the NAVD 88
 RN0590.geopotential number by the normal gravity value computed on the
 RN0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0590.degrees latitude (g = 980.6199 gals.).
 RN0590
 RN0590.The modeled gravity was interpolated from observed gravity values.
 RN0590
 RN0590;                    North         East    Units  Estimated Accuracy
 RN0590;SPC MN C     -   219,810.      904,110.      MT  (+/- 180 meters Scaled)
 RN0590
 RN0590                          SUPERSEDED SURVEY CONTROL
 RN0590
 RN0590  NGVD 29 (??/??/92)  335.570  (m)         1100.95   (f) ADJ UNCH    2 0
 RN0590
 RN0590.Superseded values are not recommended for survey control.
 RN0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0590.See file dsdata.txt to determine how the superseded data were derived.
 RN0590
 RN0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM074018(NAD 83)
 RN0590_MARKER: DD = SURVEY DISK
 RN0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0590_STAMPING: 5880 CC 1961
 RN0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0590+STABILITY: SURFACE MOTION
 RN0590
 RN0590  HISTORY     - Date     Condition        Report By
 RN0590  HISTORY     - 1961     MONUMENTED       MNDT
 RN0590  HISTORY     - 1974     GOOD             MNDT
 RN0590
 RN0590                          STATION DESCRIPTION
 RN0590
 RN0590'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0590'4.3 MI NNE FROM HINCKLEY.
 RN0590'THE MARK IS LOCATED 4.0 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF
 RN0590'T.H. 23 AND FAI 35, WEST OF SANDSTONE TO MILE POINT 187.4.  IT IS IN A
 RN0590'SMALL CLEARING IN THE MEDIAN AMONG 15 FOOT (AVERAGE) NORWAY PINE
 RN0590'TREES, 150 FEET WEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF FAI
 RN0590'35, STATION 1372 + 50, AND 25 FEET NORTH OF THE CENTER OF AN OLD TRAIL
 RN0590'THROUGH THE MEDIAN.  IT IS 0.3 FEET NORTH OF A STEEL WITNESS POST,
 RN0590'PROJECT 2 INCHES ABOVE THE GROUND, AND IS ABOUT LEVEL WITH FAI 35. THE
 RN0590'REINFORCED CONCRETE POST IS MAGNETIC.  NW 1/4 SECTION 5, T 41N, R 20W.
 RN0590'NOTE-- THE MARK IS ALSO 4.3 MILES NORTH ALONG FAI 35 FROM THE
 RN0590'JUNCTION OF T.H. 48 AND FAI 35 IN HINCKLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0352 ***********************************************************************
 QO0352  DESIGNATION -  5880 D
 QO0352  PID         -  QO0352
 QO0352  STATE/COUNTY-  MN/PINE
 QO0352  USGS QUAD   -  PINE CITY (1983)
 QO0352
 QO0352                         *CURRENT SURVEY CONTROL
 QO0352  ___________________________________________________________________
 QO0352* NAD 83(1986)-  45 48 49.     (N)    092 59 07.     (W)     SCALED    
 QO0352* NAVD 88     -       300.985  (meters)     987.48   (feet)  ADJUSTED  
 QO0352  ___________________________________________________________________
 QO0352  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 QO0352  DYNAMIC HT  -         300.981 (meters)     987.47  (feet)  COMP
 QO0352  MODELED GRAV-     980,594.7   (mgal)                       NAVD 88
 QO0352
 QO0352  VERT ORDER  -  SECOND    CLASS 0
 QO0352
 QO0352.The horizontal coordinates were scaled from a topographic map and have
 QO0352.an estimated accuracy of +/- 6 seconds.
 QO0352
 QO0352.The orthometric height was determined by differential leveling
 QO0352.and adjusted by the National Geodetic Survey in June 1991..
 QO0352
 QO0352.The geoid height was determined by GEOID03.
 QO0352
 QO0352.The dynamic height is computed by dividing the NAVD 88
 QO0352.geopotential number by the normal gravity value computed on the
 QO0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0352.degrees latitude (g = 980.6199 gals.).
 QO0352
 QO0352.The modeled gravity was interpolated from observed gravity values.
 QO0352
 QO0352;                    North         East    Units  Estimated Accuracy
 QO0352;SPC MN C     -   191,220.      898,290.      MT  (+/- 180 meters Scaled)
 QO0352
 QO0352                          SUPERSEDED SURVEY CONTROL
 QO0352
 QO0352  NGVD 29 (??/??/92)  300.919  (m)          987.27   (f) ADJ UNCH    2 0
 QO0352
 QO0352.Superseded values are not recommended for survey control.
 QO0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0352.See file dsdata.txt to determine how the superseded data were derived.
 QO0352
 QO0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL011733(NAD 83)
 QO0352_MARKER: DD = SURVEY DISK
 QO0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0352_STAMPING: 5880 D 1962
 QO0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0352+STABILITY: SURFACE MOTION
 QO0352
 QO0352  HISTORY     - Date     Condition        Report By
 QO0352  HISTORY     - 1962     MONUMENTED       MNDT
 QO0352  HISTORY     - 1974     GOOD             MNDT
 QO0352
 QO0352                          STATION DESCRIPTION
 QO0352
 QO0352'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0352'0.5 MI SW FROM PINE CITY.
 QO0352'THE MARK IS LOCATED 1 MILE SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 QO0352'35 AND TRUNK HIGHWAY 324 AT PINE CITY.  IT IS AT MILEPOINT 168.65. IT
 QO0352'IS 98 FEET WEST OF THE CENTERLINE OF SOUTHBOUND FAI 35 STATION 379+31,
 QO0352'82 FEET NORTH OF POWER POLE (EAST-WEST LINE), 159 FEET NORTH-NORTHWEST
 QO0352'OF WEST LEG OF SIGN MINN 70 3 - TWIN CITIES 67, AND IS 1.5 FEET EAST
 QO0352'OF WEST RIGHT-OF-WAY FENCE LINE.  IT IS SET IN THE TOP OF A CONCRETE
 QO0352'POST THAT PROJECTS 4 INCHES ABOVE THE GROUND, IS 0.8 FOOT EAST OF A
 QO0352'STEEL WITNESS POST AND IS ABOUT 5 FEET ABOVE THE LEVEL OF FAI 35. SE
 QO0352'1/4  SECTION 5, T 38N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0586 ***********************************************************************
 RN0586  DESIGNATION -  5880 DD
 RN0586  PID         -  RN0586
 RN0586  STATE/COUNTY-  MN/PINE
 RN0586  USGS QUAD   -  HINCKLEY (1991)
 RN0586
 RN0586                         *CURRENT SURVEY CONTROL
 RN0586  ___________________________________________________________________
 RN0586* NAD 83(1986)-  46 05 04.     (N)    092 53 48.     (W)     SCALED    
 RN0586* NAVD 88     -       333.367  (meters)    1093.72   (feet)  ADJUSTED  
 RN0586  ___________________________________________________________________
 RN0586  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 RN0586  DYNAMIC HT  -         333.376 (meters)    1093.75  (feet)  COMP
 RN0586  MODELED GRAV-     980,631.5   (mgal)                       NAVD 88
 RN0586
 RN0586  VERT ORDER  -  SECOND    CLASS 0
 RN0586
 RN0586.The horizontal coordinates were scaled from a topographic map and have
 RN0586.an estimated accuracy of +/- 6 seconds.
 RN0586
 RN0586.The orthometric height was determined by differential leveling
 RN0586.and adjusted by the National Geodetic Survey in June 1991..
 RN0586
 RN0586.The geoid height was determined by GEOID03.
 RN0586
 RN0586.The dynamic height is computed by dividing the NAVD 88
 RN0586.geopotential number by the normal gravity value computed on the
 RN0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0586.degrees latitude (g = 980.6199 gals.).
 RN0586
 RN0586.The modeled gravity was interpolated from observed gravity values.
 RN0586
 RN0586;                    North         East    Units  Estimated Accuracy
 RN0586;SPC MN C     -   221,430.      904,660.      MT  (+/- 180 meters Scaled)
 RN0586
 RN0586                          SUPERSEDED SURVEY CONTROL
 RN0586
 RN0586  NGVD 29 (??/??/92)  333.270  (m)         1093.40   (f) ADJ UNCH    2 0
 RN0586
 RN0586.Superseded values are not recommended for survey control.
 RN0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0586.See file dsdata.txt to determine how the superseded data were derived.
 RN0586
 RN0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM079034(NAD 83)
 RN0586_MARKER: DD = SURVEY DISK
 RN0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0586_STAMPING: 5880 DD 1961
 RN0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0586+STABILITY: SURFACE MOTION
 RN0586
 RN0586  HISTORY     - Date     Condition        Report By
 RN0586  HISTORY     - 1961     MONUMENTED       MNDT
 RN0586  HISTORY     - 1974     GOOD             MNDT
 RN0586
 RN0586                          STATION DESCRIPTION
 RN0586
 RN0586'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0586'3.4 MI SSW FROM SANDSTONE.
 RN0586'THE MARK IS LOCATED 2.85 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF
 RN0586'T.H. 23 AND FAI 35, WEST OF SANDSTONE TO MILE POINT 188.5.  IT IS IN
 RN0586'THE MEDIAN AT THE NORTH END OF A HEAVILY WOODED AREA (POPLAR AND
 RN0586'BIRCH), 150 FEET WEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF FAI
 RN0586'35 STATION 1428 + 00, AND 350 FEET SOUTH OF AN EAST-WEST POLE LINE
 RN0586'CROSSING.  IT IS 0.7 FEET NORTH OF A STEEL WITNESS POST, PROJECTS 2
 RN0586'INCHES ABOVE THE GROUND, AND IS ABOUT 5 FEET HIGHER THAN THE
 RN0586'NORTHBOUND LANE OF FAI 35.  THE REINFORCED CONCRETE POST IS MAGNETIC.
 RN0586'NE 1/4 SECTION 32, T 42N, R 20W.  NOTE-- THE MARK IS ALSO 5.5 MILES
 RN0586'NORTH ALONG FAI 35 FROM THE JUNCTION OF T.H. 48 AND FAI 35 IN
 RN0586'HINCKLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0584 ***********************************************************************
 RN0584  DESIGNATION -  5880 DD 2
 RN0584  PID         -  RN0584
 RN0584  STATE/COUNTY-  MN/PINE
 RN0584  USGS QUAD   -  HINCKLEY (1991)
 RN0584
 RN0584                         *CURRENT SURVEY CONTROL
 RN0584  ___________________________________________________________________
 RN0584* NAD 83(1986)-  46 05 54.     (N)    092 53 22.     (W)     SCALED    
 RN0584* NAVD 88     -       329.384  (meters)    1080.65   (feet)  ADJUSTED  
 RN0584  ___________________________________________________________________
 RN0584  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 RN0584  DYNAMIC HT  -         329.393 (meters)    1080.68  (feet)  COMP
 RN0584  MODELED GRAV-     980,633.7   (mgal)                       NAVD 88
 RN0584
 RN0584  VERT ORDER  -  SECOND    CLASS 0
 RN0584
 RN0584.The horizontal coordinates were scaled from a topographic map and have
 RN0584.an estimated accuracy of +/- 6 seconds.
 RN0584
 RN0584.The orthometric height was determined by differential leveling
 RN0584.and adjusted by the National Geodetic Survey in June 1991..
 RN0584
 RN0584.The geoid height was determined by GEOID03.
 RN0584
 RN0584.The dynamic height is computed by dividing the NAVD 88
 RN0584.geopotential number by the normal gravity value computed on the
 RN0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0584.degrees latitude (g = 980.6199 gals.).
 RN0584
 RN0584.The modeled gravity was interpolated from observed gravity values.
 RN0584
 RN0584;                    North         East    Units  Estimated Accuracy
 RN0584;SPC MN C     -   222,980.      905,190.      MT  (+/- 180 meters Scaled)
 RN0584
 RN0584                          SUPERSEDED SURVEY CONTROL
 RN0584
 RN0584  NGVD 29 (??/??/92)  329.282  (m)         1080.32   (f) ADJ UNCH    2 0
 RN0584
 RN0584.Superseded values are not recommended for survey control.
 RN0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0584.See file dsdata.txt to determine how the superseded data were derived.
 RN0584
 RN0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM085049(NAD 83)
 RN0584_MARKER: DD = SURVEY DISK
 RN0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0584_STAMPING: 5880 DD2 1970
 RN0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0584+STABILITY: SURFACE MOTION
 RN0584
 RN0584  HISTORY     - Date     Condition        Report By
 RN0584  HISTORY     - 1970     MONUMENTED       MNDT
 RN0584  HISTORY     - 1974     GOOD             MNDT
 RN0584
 RN0584                          STATION DESCRIPTION
 RN0584
 RN0584'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0584'2.4 MI SSW FROM SANDSTONE.
 RN0584'THE MARK IS LOCATED 1.95 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF
 RN0584'T.H. 23 AND FAI 35, WEST OF SANDSTONE AT MILE POINT 189.4.  IT IS IN
 RN0584'THE MEDIAN IN A CLEARING, 150 FEET EAST OF THE SOUTHBOUND LANE, 150
 RN0584'FEET WEST OF THE NORTHBOUND LANE OF FAI 35 STATION 2479 + 00. ALL
 RN0584'DISTANCES ARE WITH RESPECT TO THE CENTER LINES.  IT IS 1.2 FEET SOUTH
 RN0584'OF A STEEL WITNESS POST, FLUSH WITH THE GROUND, AND ABOUT 3 FEET ABOVE
 RN0584'THE LANES OF FAI 35.  THE REINFORCED CONCRETE POST IS MAGNETIC. NE 1/4
 RN0584'SECTION 29, T 42W, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0580 ***********************************************************************
 RN0580  DESIGNATION -  5880 DD 3
 RN0580  PID         -  RN0580
 RN0580  STATE/COUNTY-  MN/PINE
 RN0580  USGS QUAD   -  HINCKLEY (1991)
 RN0580
 RN0580                         *CURRENT SURVEY CONTROL
 RN0580  ___________________________________________________________________
 RN0580* NAD 83(1986)-  46 06 38.     (N)    092 53 17.     (W)     SCALED    
 RN0580* NAVD 88     -       329.943  (meters)    1082.49   (feet)  ADJUSTED  
 RN0580  ___________________________________________________________________
 RN0580  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 RN0580  DYNAMIC HT  -         329.953 (meters)    1082.52  (feet)  COMP
 RN0580  MODELED GRAV-     980,634.9   (mgal)                       NAVD 88
 RN0580
 RN0580  VERT ORDER  -  SECOND    CLASS 0
 RN0580
 RN0580.The horizontal coordinates were scaled from a topographic map and have
 RN0580.an estimated accuracy of +/- 6 seconds.
 RN0580
 RN0580.The orthometric height was determined by differential leveling
 RN0580.and adjusted by the National Geodetic Survey in June 1991..
 RN0580
 RN0580.The geoid height was determined by GEOID03.
 RN0580
 RN0580.The dynamic height is computed by dividing the NAVD 88
 RN0580.geopotential number by the normal gravity value computed on the
 RN0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0580.degrees latitude (g = 980.6199 gals.).
 RN0580
 RN0580.The modeled gravity was interpolated from observed gravity values.
 RN0580
 RN0580;                    North         East    Units  Estimated Accuracy
 RN0580;SPC MN C     -   224,340.      905,280.      MT  (+/- 180 meters Scaled)
 RN0580
 RN0580                          SUPERSEDED SURVEY CONTROL
 RN0580
 RN0580  NGVD 29 (??/??/92)  329.838  (m)         1082.14   (f) ADJ UNCH    2 0
 RN0580
 RN0580.Superseded values are not recommended for survey control.
 RN0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0580.See file dsdata.txt to determine how the superseded data were derived.
 RN0580
 RN0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM086063(NAD 83)
 RN0580_MARKER: DD = SURVEY DISK
 RN0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0580_SP_SET: CONCRETE BASE
 RN0580_STAMPING: 5880 DD3 1970
 RN0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0580
 RN0580  HISTORY     - Date     Condition        Report By
 RN0580  HISTORY     - 1970     MONUMENTED       MNDT
 RN0580  HISTORY     - 1974     GOOD             MNDT
 RN0580
 RN0580                          STATION DESCRIPTION
 RN0580
 RN0580'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0580'1.6 MI SW FROM SANDSTONE.
 RN0580'THE MARK IS LOCATED 1.0 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF
 RN0580'T.H. 23 AND FAI 35, WEST OF SANDSTONE AT MILE POINT 190.35.  IT IS
 RN0580'56.0 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF FAI 35
 RN0580'STATION 1527 + 00, IN THE MOST EASTERLY BASE FOR A HIGHWAY SIGN
 RN0580'HINCKLEY 7, TWIN CITIES 89.  IT IS 2.0 FEET SOUTH OF A STEEL WITNESS
 RN0580'POST, DRILLED IN THE CONCRETE BASE AND IS ABOUT LEVEL WITH THE SOUTH
 RN0580'BOUND LANE OF FAI 35.  NE 1/4 SECTION 20, T 42N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0579 ***********************************************************************
 RN0579  DESIGNATION -  5880 DD 4
 RN0579  PID         -  RN0579
 RN0579  STATE/COUNTY-  MN/PINE
 RN0579  USGS QUAD   -  HINCKLEY (1991)
 RN0579
 RN0579                         *CURRENT SURVEY CONTROL
 RN0579  ___________________________________________________________________
 RN0579* NAD 83(1986)-  46 07 08.     (N)    092 53 13.     (W)     SCALED    
 RN0579* NAVD 88     -       332.118  (meters)    1089.62   (feet)  ADJUSTED  
 RN0579  ___________________________________________________________________
 RN0579  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 RN0579  DYNAMIC HT  -         332.128 (meters)    1089.66  (feet)  COMP
 RN0579  MODELED GRAV-     980,635.5   (mgal)                       NAVD 88
 RN0579
 RN0579  VERT ORDER  -  SECOND    CLASS 0
 RN0579
 RN0579.The horizontal coordinates were scaled from a topographic map and have
 RN0579.an estimated accuracy of +/- 6 seconds.
 RN0579
 RN0579.The orthometric height was determined by differential leveling
 RN0579.and adjusted by the National Geodetic Survey in June 1991..
 RN0579
 RN0579.The geoid height was determined by GEOID03.
 RN0579
 RN0579.The dynamic height is computed by dividing the NAVD 88
 RN0579.geopotential number by the normal gravity value computed on the
 RN0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0579.degrees latitude (g = 980.6199 gals.).
 RN0579
 RN0579.The modeled gravity was interpolated from observed gravity values.
 RN0579
 RN0579;                    North         East    Units  Estimated Accuracy
 RN0579;SPC MN C     -   225,270.      905,350.      MT  (+/- 180 meters Scaled)
 RN0579
 RN0579                          SUPERSEDED SURVEY CONTROL
 RN0579
 RN0579  NGVD 29 (??/??/92)  332.009  (m)         1089.27   (f) ADJ UNCH    2 0
 RN0579
 RN0579.Superseded values are not recommended for survey control.
 RN0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0579.See file dsdata.txt to determine how the superseded data were derived.
 RN0579
 RN0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM087072(NAD 83)
 RN0579_MARKER: DD = SURVEY DISK
 RN0579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0579_SP_SET: CONCRETE BASE
 RN0579_STAMPING: 5880 DD4 1971
 RN0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0579
 RN0579  HISTORY     - Date     Condition        Report By
 RN0579  HISTORY     - 1971     MONUMENTED       MNDT
 RN0579  HISTORY     - 1974     GOOD             MNDT
 RN0579
 RN0579                          STATION DESCRIPTION
 RN0579
 RN0579'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0579'1.2 MI SW FROM SANDSTONE.
 RN0579'THE MARK IS LOCATED 0.45 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF
 RN0579'T.H. 23 AND FAI 35, WEST OF SANDSTONE AT MILE POINT 190.9.  IT IS 50.4
 RN0579'FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF FAI 35, IN THE
 RN0579'WEST SIDE OF THE MOST WESTERLY CONCRETE BASE FOR THE HIGHWAY SIGN,
 RN0579'123, SANDSTONE.  IT IS DRILLED IN THE CONCRETE BASE AND IS ABOUT LEVEL
 RN0579'WITH THE NORTHBOUND LANE OF FAI 35.  SE 1/4 SECTION 17, T 42N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2484 ***********************************************************************
 QO2484  DESIGNATION -  5880 E RESET
 QO2484  PID         -  QO2484
 QO2484  STATE/COUNTY-  MN/PINE
 QO2484  USGS QUAD   -  PINE CITY (1983)
 QO2484
 QO2484                         *CURRENT SURVEY CONTROL
 QO2484  ___________________________________________________________________
 QO2484* NAD 83(1986)-  45 49 18.     (N)    092 58 59.     (W)     SCALED    
 QO2484* NAVD 88     -       293.63   (meters)     963.4    (feet)  RESET     
 QO2484  ___________________________________________________________________
 QO2484  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 QO2484
 QO2484  VERT ORDER  -  THIRD
 QO2484
 QO2484.The horizontal coordinates were scaled from a topographic map and have
 QO2484.an estimated accuracy of +/- 6 seconds.
 QO2484
 QO2484.The orthometric height was computed from unverified reset data.
 QO2484.No vertical observational check was made to the station.
 QO2484
 QO2484.The geoid height was determined by GEOID03.
 QO2484
 QO2484;                    North         East    Units  Estimated Accuracy
 QO2484;SPC MN C     -   192,110.      898,450.      MT  (+/- 180 meters Scaled)
 QO2484
 QO2484                          SUPERSEDED SURVEY CONTROL
 QO2484
 QO2484  NGVD 29 (04/14/03)  293.57   (m)          963.2    (f) RESET       3  
 QO2484
 QO2484.Superseded values are not recommended for survey control.
 QO2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2484.See file dsdata.txt to determine how the superseded data were derived.
 QO2484
 QO2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL013742(NAD 83)
 QO2484_MARKER: DD = SURVEY DISK
 QO2484_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2484_SP_SET: BRIDGE ABUTMENT
 QO2484_STAMPING: 5880 E 1961 RESET 1982
 QO2484_MARK LOGO: MNDT  
 QO2484_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2484
 QO2484  HISTORY     - Date     Condition        Report By
 QO2484  HISTORY     - 1982     MONUMENTED       MNDT
 QO2484
 QO2484                          STATION DESCRIPTION
 QO2484
 QO2484'DESCRIBED BY MN DEPT OF TRANSP 1982
 QO2484'AT THE JUNCTION OF FAI 35 AND TRUNK HIGHWAY 324 AT MILEPOINT 169.5, IT
 QO2484'IS 26 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 324 AND IN THE
 QO2484'SOUTHEAST CORNER OF BRIDGE 58802, AND LEVEL WITH TRUNK HIGHWAY 324.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0569 ***********************************************************************
 RN0569  DESIGNATION -  5880 EE 2
 RN0569  PID         -  RN0569
 RN0569  STATE/COUNTY-  MN/PINE
 RN0569  USGS QUAD   -  FINLAYSON (1981)
 RN0569
 RN0569                         *CURRENT SURVEY CONTROL
 RN0569  ___________________________________________________________________
 RN0569* NAD 83(1986)-  46 09 48.     (N)    092 52 37.     (W)     SCALED    
 RN0569* NAVD 88     -       342.391  (meters)    1123.33   (feet)  ADJUSTED  
 RN0569  ___________________________________________________________________
 RN0569  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 RN0569  DYNAMIC HT  -         342.401 (meters)    1123.36  (feet)  COMP
 RN0569  MODELED GRAV-     980,634.3   (mgal)                       NAVD 88
 RN0569
 RN0569  VERT ORDER  -  SECOND    CLASS 0
 RN0569
 RN0569.The horizontal coordinates were scaled from a topographic map and have
 RN0569.an estimated accuracy of +/- 6 seconds.
 RN0569
 RN0569.The orthometric height was determined by differential leveling
 RN0569.and adjusted by the National Geodetic Survey in June 1991..
 RN0569
 RN0569.The geoid height was determined by GEOID03.
 RN0569
 RN0569.The dynamic height is computed by dividing the NAVD 88
 RN0569.geopotential number by the normal gravity value computed on the
 RN0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0569.degrees latitude (g = 980.6199 gals.).
 RN0569
 RN0569.The modeled gravity was interpolated from observed gravity values.
 RN0569
 RN0569;                    North         East    Units  Estimated Accuracy
 RN0569;SPC MN C     -   230,220.      906,040.      MT  (+/- 180 meters Scaled)
 RN0569
 RN0569                          SUPERSEDED SURVEY CONTROL
 RN0569
 RN0569  NGVD 29 (??/??/92)  342.278  (m)         1122.96   (f) ADJ UNCH    2 0
 RN0569
 RN0569.Superseded values are not recommended for survey control.
 RN0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0569.See file dsdata.txt to determine how the superseded data were derived.
 RN0569
 RN0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM095122(NAD 83)
 RN0569_MARKER: DD = SURVEY DISK
 RN0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0569_SP_SET: CONCRETE BASE
 RN0569_STAMPING: 5880 EE2 1970
 RN0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0569
 RN0569  HISTORY     - Date     Condition        Report By
 RN0569  HISTORY     - 1970     MONUMENTED       MNDT
 RN0569  HISTORY     - 1974     GOOD             MNDT
 RN0569  HISTORY     - 1978     MARK NOT FOUND   USGS
 RN0569
 RN0569                          STATION DESCRIPTION
 RN0569
 RN0569'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0569'2.4 MI NNW FROM SANDSTONE.
 RN0569'THE MARK IS LOCATED 1.4 MILES SOUTHWEST ALONG FAI 35 FROM THE NORTH
 RN0569'JUNCTION OF T.H. 23 AND FAI 35 AT MILE POINT 193.95.  IT IS 52.7 FEET
 RN0569'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF FAI 35, 46.7 FEET
 RN0569'EAST OF THE WEST RIGHT-OF-WAY FENCE, 270 FEET SOUTHWEST MEASURED ALONG
 RN0569'SOUTHBOUND LANE FROM MILE POST 194, IN THE WEST SIDE OF A 2 FOOT BY 2
 RN0569'FOOT CONCRETE BASE FOR AN ABANDONED SIGN, THE EASTERLY BASE OF TWO
 RN0569'CONCRETE BASES.  IT IS 2.0 FEET SOUTH OF A WITNESS POST, DRILLED IN
 RN0569'THE CONCRETE BASE, AND IS ABOUT LEVEL WITH THE SOUTHBOUND LANE OF FAI
 RN0569'35.  SW 1/4 SECTION 33, T 43N, R 20W.  NOTE-- THIS MARK IS ALSO 2.6
 RN0569'MILES NORTHEAST ALONG FAI 35 FROM THE JUNCTION OF T.H. 23 AND FAI 35
 RN0569'BY SANDSTONE.
 RN0569
 RN0569                          STATION RECOVERY (1978)
 RN0569
 RN0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RN0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0344 ***********************************************************************
 QO0344  DESIGNATION -  5880 F
 QO0344  PID         -  QO0344
 QO0344  STATE/COUNTY-  MN/PINE
 QO0344  USGS QUAD   -  PINE CITY (1983)
 QO0344
 QO0344                         *CURRENT SURVEY CONTROL
 QO0344  ___________________________________________________________________
 QO0344* NAD 83(1986)-  45 49 40.     (N)    092 58 57.     (W)     SCALED    
 QO0344* NAVD 88     -       288.818  (meters)     947.56   (feet)  ADJUSTED  
 QO0344  ___________________________________________________________________
 QO0344  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 QO0344  DYNAMIC HT  -         288.815 (meters)     947.55  (feet)  COMP
 QO0344  MODELED GRAV-     980,599.0   (mgal)                       NAVD 88
 QO0344
 QO0344  VERT ORDER  -  SECOND    CLASS 0
 QO0344
 QO0344.The horizontal coordinates were scaled from a topographic map and have
 QO0344.an estimated accuracy of +/- 6 seconds.
 QO0344
 QO0344.The orthometric height was determined by differential leveling
 QO0344.and adjusted by the National Geodetic Survey in June 1991..
 QO0344
 QO0344.The geoid height was determined by GEOID03.
 QO0344
 QO0344.The dynamic height is computed by dividing the NAVD 88
 QO0344.geopotential number by the normal gravity value computed on the
 QO0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0344.degrees latitude (g = 980.6199 gals.).
 QO0344
 QO0344.The modeled gravity was interpolated from observed gravity values.
 QO0344
 QO0344;                    North         East    Units  Estimated Accuracy
 QO0344;SPC MN C     -   192,790.      898,480.      MT  (+/- 180 meters Scaled)
 QO0344
 QO0344                          SUPERSEDED SURVEY CONTROL
 QO0344
 QO0344  NGVD 29 (??/??/92)  288.748  (m)          947.33   (f) ADJ UNCH    2 0
 QO0344
 QO0344.Superseded values are not recommended for survey control.
 QO0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0344.See file dsdata.txt to determine how the superseded data were derived.
 QO0344
 QO0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL013749(NAD 83)
 QO0344_MARKER: DD = SURVEY DISK
 QO0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0344_STAMPING: 5880 F 1961
 QO0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0344+STABILITY: SURFACE MOTION
 QO0344
 QO0344  HISTORY     - Date     Condition        Report By
 QO0344  HISTORY     - 1961     MONUMENTED       MNDT
 QO0344  HISTORY     - 1974     GOOD             MNDT
 QO0344
 QO0344                          STATION DESCRIPTION
 QO0344
 QO0344'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0344'IN PINE CITY.
 QO0344'THE MARK IS LOCATED 0.45 MILE NORTH ALONG FAI 35 FROM BRIDGE 58802
 QO0344'(T.H. 324 OVER FAI 35) AT PINE CITY, 1.3 MILES SOUTH ALONG FAI 35 FROM
 QO0344'BRIDGE 58805 (COUNTY ROAD 11 OVER FAI 35).  IT IS 105 FEET EAST OF THE
 QO0344'CENTERLINE OF NORTHBOUND FAI 35 STATION 450+ 57, ABOUT 100 FEET SOUTH
 QO0344'OF SOUTH BANK OF SNAKE RIVER, 20 FEET EAST OF RIGHT OF WAY FENCE, AND
 QO0344'79.6 FEET EAST-NORTHEAST OF NORTHBOUND FAI 35 MILEPOST NUMBER 170. IT
 QO0344'IS SET IN THE TOP OF A PRECAST CONCRETE POST (MAGNETIC) THAT PROJECTS
 QO0344'2 INCHES ABOVE THE GROUND, IS 0.5 FEET WEST OF A STEEL WITNESS POST
 QO0344'AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF FAI 35. NE 1/4 SECTION 32, T
 QO0344'39N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0568 ***********************************************************************
 RN0568  DESIGNATION -  5880 FF
 RN0568  PID         -  RN0568
 RN0568  STATE/COUNTY-  MN/PINE
 RN0568  USGS QUAD   -  SANDSTONE NORTH (1981)
 RN0568
 RN0568                         *CURRENT SURVEY CONTROL
 RN0568  ___________________________________________________________________
 RN0568* NAD 83(1986)-  46 10 14.     (N)    092 51 53.     (W)     SCALED    
 RN0568* NAVD 88     -       341.322  (meters)    1119.82   (feet)  ADJUSTED  
 RN0568  ___________________________________________________________________
 RN0568  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 RN0568  DYNAMIC HT  -         341.333 (meters)    1119.86  (feet)  COMP
 RN0568  MODELED GRAV-     980,635.0   (mgal)                       NAVD 88
 RN0568
 RN0568  VERT ORDER  -  SECOND    CLASS 0
 RN0568
 RN0568.The horizontal coordinates were scaled from a topographic map and have
 RN0568.an estimated accuracy of +/- 6 seconds.
 RN0568
 RN0568.The orthometric height was determined by differential leveling
 RN0568.and adjusted by the National Geodetic Survey in June 1991..
 RN0568
 RN0568.The geoid height was determined by GEOID03.
 RN0568
 RN0568.The dynamic height is computed by dividing the NAVD 88
 RN0568.geopotential number by the normal gravity value computed on the
 RN0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0568.degrees latitude (g = 980.6199 gals.).
 RN0568
 RN0568.The modeled gravity was interpolated from observed gravity values.
 RN0568
 RN0568;                    North         East    Units  Estimated Accuracy
 RN0568;SPC MN C     -   231,040.      906,970.      MT  (+/- 180 meters Scaled)
 RN0568
 RN0568                          SUPERSEDED SURVEY CONTROL
 RN0568
 RN0568  NGVD 29 (??/??/92)  341.207  (m)         1119.44   (f) ADJ UNCH    2 0
 RN0568
 RN0568.Superseded values are not recommended for survey control.
 RN0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0568.See file dsdata.txt to determine how the superseded data were derived.
 RN0568
 RN0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM104130(NAD 83)
 RN0568_MARKER: DB = BENCH MARK DISK
 RN0568_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0568_SP_SET: BRIDGE ABUTMENT
 RN0568_STAMPING: 5880 FF 1961
 RN0568_MARK LOGO: MNDT  
 RN0568_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0568
 RN0568  HISTORY     - Date     Condition        Report By
 RN0568  HISTORY     - 1961     MONUMENTED       MNDT
 RN0568  HISTORY     - 1974     GOOD             MNDT
 RN0568  HISTORY     - 19910603 GOOD             MNDT
 RN0568  HISTORY     - 19950923 MARK NOT FOUND   USPSQD
 RN0568
 RN0568                          STATION DESCRIPTION
 RN0568
 RN0568'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0568'2.9 MI N FROM SANDSTONE.
 RN0568'THE MARK IS LOCATED 0.6 MILES SOUTHWEST ALONG FAI 35 FROM THE NORTH
 RN0568'JUNCTION OF T.H. 23 AND FAI 35 AT MILE POINT 194.8.  IT IS IN THE
 RN0568'SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NO. 9791, T.H. 23 OVER FAI 35,
 RN0568'19.3 FEET EAST OF THE CENTERLINE OF T.H. 23.  IT IS DRILLED IN THE
 RN0568'ABUTMENT AND IS 0.5 FEET ABOVE T.H. 23.  NW 1/4 SECTION 34, T 43N, R
 RN0568'20W.
 RN0568
 RN0568                          STATION RECOVERY (1991)
 RN0568
 RN0568'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 RN0568'RECOVERED AS DESCRIBED.
 RN0568
 RN0568                          STATION RECOVERY (1995)
 RN0568
 RN0568'RECOVERY NOTE BY US POWER SQUADRON 1995
 RN0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0343 ***********************************************************************
 QO0343  DESIGNATION -  5880 G
 QO0343  PID         -  QO0343
 QO0343  STATE/COUNTY-  MN/PINE
 QO0343  USGS QUAD   -  PINE CITY (1983)
 QO0343
 QO0343                         *CURRENT SURVEY CONTROL
 QO0343  ___________________________________________________________________
 QO0343* NAD 83(1986)-  45 49 42.     (N)    092 58 58.     (W)     SCALED    
 QO0343* NAVD 88     -       288.906  (meters)     947.85   (feet)  ADJUSTED  
 QO0343  ___________________________________________________________________
 QO0343  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 QO0343  DYNAMIC HT  -         288.903 (meters)     947.84  (feet)  COMP
 QO0343  MODELED GRAV-     980,599.1   (mgal)                       NAVD 88
 QO0343
 QO0343  VERT ORDER  -  SECOND    CLASS 0
 QO0343
 QO0343.The horizontal coordinates were scaled from a topographic map and have
 QO0343.an estimated accuracy of +/- 6 seconds.
 QO0343
 QO0343.The orthometric height was determined by differential leveling
 QO0343.and adjusted by the National Geodetic Survey in June 1991..
 QO0343
 QO0343.The geoid height was determined by GEOID03.
 QO0343
 QO0343.The dynamic height is computed by dividing the NAVD 88
 QO0343.geopotential number by the normal gravity value computed on the
 QO0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0343.degrees latitude (g = 980.6199 gals.).
 QO0343
 QO0343.The modeled gravity was interpolated from observed gravity values.
 QO0343
 QO0343;                    North         East    Units  Estimated Accuracy
 QO0343;SPC MN C     -   192,850.      898,460.      MT  (+/- 180 meters Scaled)
 QO0343
 QO0343                          SUPERSEDED SURVEY CONTROL
 QO0343
 QO0343  NGVD 29 (??/??/92)  288.836  (m)          947.62   (f) ADJ UNCH    2 0
 QO0343
 QO0343.Superseded values are not recommended for survey control.
 QO0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0343.See file dsdata.txt to determine how the superseded data were derived.
 QO0343
 QO0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL013749(NAD 83)
 QO0343_MARKER: DD = SURVEY DISK
 QO0343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0343_SP_SET: BRIDGE
 QO0343_STAMPING: 5880 G 1962
 QO0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0343
 QO0343  HISTORY     - Date     Condition        Report By
 QO0343  HISTORY     - 1962     MONUMENTED       MNDT
 QO0343  HISTORY     - 1974     GOOD             MNDT
 QO0343  HISTORY     - 1985     GOOD             USPSQD
 QO0343  HISTORY     - 1985     GOOD             USPSQD
 QO0343
 QO0343                          STATION DESCRIPTION
 QO0343
 QO0343'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0343'IN PINE CITY.
 QO0343'THE MARK IS LOCATED 0.45 MILE NORTH ALONG FAI 35 FROM BRIDGE 58802
 QO0343'(T.H. 324 OVER FAI 35) AT PINE CITY, 1.30 MILE SOUTH ALONG FAI 35 FROM
 QO0343'BRIDGE 58805 (COUNTY ROAD 11 OVER FAI 35) AT MILEPOINT 170.15. IT IS
 QO0343'20.7 FEET EAST OF THE CENTERLINE SOUTHBOUND FAI 35 IN THE SOUTHEAST
 QO0343'CORNER OF BRIDGE 58803 (SOUTHBOUND FAI 35 OVER THE SNAKE RIVER) AND IS
 QO0343'0.5 FOOT ABOVE THE ROADWAY.  NE 1/4 SECTION 32, T 39N, R 21W.
 QO0343
 QO0343                          STATION RECOVERY (1985)
 QO0343
 QO0343'RECOVERY NOTE BY US POWER SQUADRON 1985
 QO0343'RECOVERED IN GOOD CONDITION.
 QO0343
 QO0343                          STATION RECOVERY (1985)
 QO0343
 QO0343'RECOVERY NOTE BY US POWER SQUADRON 1985
 QO0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0567 ***********************************************************************
 RN0567  DESIGNATION -  5880 GG
 RN0567  PID         -  RN0567
 RN0567  STATE/COUNTY-  MN/PINE
 RN0567  USGS QUAD   -  SANDSTONE NORTH (1981)
 RN0567
 RN0567                         *CURRENT SURVEY CONTROL
 RN0567  ___________________________________________________________________
 RN0567* NAD 83(1986)-  46 10 48.     (N)    092 51 19.     (W)     SCALED    
 RN0567* NAVD 88     -       345.769  (meters)    1134.41   (feet)  ADJUSTED  
 RN0567  ___________________________________________________________________
 RN0567  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 RN0567  DYNAMIC HT  -         345.779 (meters)    1134.44  (feet)  COMP
 RN0567  MODELED GRAV-     980,634.7   (mgal)                       NAVD 88
 RN0567
 RN0567  VERT ORDER  -  SECOND    CLASS 0
 RN0567
 RN0567.The horizontal coordinates were scaled from a topographic map and have
 RN0567.an estimated accuracy of +/- 6 seconds.
 RN0567
 RN0567.The orthometric height was determined by differential leveling
 RN0567.and adjusted by the National Geodetic Survey in June 1991..
 RN0567
 RN0567.The geoid height was determined by GEOID03.
 RN0567
 RN0567.The dynamic height is computed by dividing the NAVD 88
 RN0567.geopotential number by the normal gravity value computed on the
 RN0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0567.degrees latitude (g = 980.6199 gals.).
 RN0567
 RN0567.The modeled gravity was interpolated from observed gravity values.
 RN0567
 RN0567;                    North         East    Units  Estimated Accuracy
 RN0567;SPC MN C     -   232,100.      907,680.      MT  (+/- 180 meters Scaled)
 RN0567
 RN0567                          SUPERSEDED SURVEY CONTROL
 RN0567
 RN0567  NGVD 29 (??/??/92)  345.653  (m)         1134.03   (f) ADJ UNCH    2 0
 RN0567
 RN0567.Superseded values are not recommended for survey control.
 RN0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0567.See file dsdata.txt to determine how the superseded data were derived.
 RN0567
 RN0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM111140(NAD 83)
 RN0567_MARKER: DB = BENCH MARK DISK
 RN0567_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0567_SP_SET: BRIDGE ABUTMENT
 RN0567_STAMPING: 5880 GG 1961
 RN0567_MARK LOGO: MNDT  
 RN0567_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0567
 RN0567  HISTORY     - Date     Condition        Report By
 RN0567  HISTORY     - 1961     MONUMENTED       MNDT
 RN0567  HISTORY     - 1974     GOOD             MNDT
 RN0567  HISTORY     - 19910603 GOOD             MNDT
 RN0567  HISTORY     - 19920810 GOOD             USPSQD
 RN0567
 RN0567                          STATION DESCRIPTION
 RN0567
 RN0567'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0567'3.6 MI NNE FROM SANDSTONE.
 RN0567'THE MARK IS LOCATED AT THE NORTH JUNCTION OF T.H. 23 AND FAI 35 IN
 RN0567'BRIDGE 9792, T.H. 23 OVER FAI 35 AT MILE POINT 195.4.  IT IS 19.2 FEET
 RN0567'SOUTH OF THE CENTERLINE OF T.H. 23 IN THE SOUTHEAST CORNER (ABUTMENT)
 RN0567'OF BRIDGE NO. 9797.  IT IS DRILLED IN THE ABUTMENT AND IS 0.5 FEET
 RN0567'ABOVE T.H. 23.  NE 1/4 SECTION 27, T 43N, R 20W.  NOTE-- THIS MARK IS
 RN0567'ALSO 3.6 MILES WEST-SOUTHWEST OF ASKOV.
 RN0567
 RN0567                          STATION RECOVERY (1991)
 RN0567
 RN0567'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 RN0567'RECOVERED AS DESCRIBED.
 RN0567
 RN0567                          STATION RECOVERY (1992)
 RN0567
 RN0567'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0342 ***********************************************************************
 QO0342  DESIGNATION -  5880 H
 QO0342  PID         -  QO0342
 QO0342  STATE/COUNTY-  MN/PINE
 QO0342  USGS QUAD   -  PINE CITY (1983)
 QO0342
 QO0342                         *CURRENT SURVEY CONTROL
 QO0342  ___________________________________________________________________
 QO0342* NAD 83(1986)-  45 49 44.     (N)    092 58 58.     (W)     SCALED    
 QO0342* NAVD 88     -       288.914  (meters)     947.88   (feet)  ADJUSTED  
 QO0342  ___________________________________________________________________
 QO0342  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 QO0342  DYNAMIC HT  -         288.912 (meters)     947.87  (feet)  COMP
 QO0342  MODELED GRAV-     980,599.2   (mgal)                       NAVD 88
 QO0342
 QO0342  VERT ORDER  -  SECOND    CLASS 0
 QO0342
 QO0342.The horizontal coordinates were scaled from a topographic map and have
 QO0342.an estimated accuracy of +/- 6 seconds.
 QO0342
 QO0342.The orthometric height was determined by differential leveling
 QO0342.and adjusted by the National Geodetic Survey in June 1991..
 QO0342
 QO0342.The geoid height was determined by GEOID03.
 QO0342
 QO0342.The dynamic height is computed by dividing the NAVD 88
 QO0342.geopotential number by the normal gravity value computed on the
 QO0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0342.degrees latitude (g = 980.6199 gals.).
 QO0342
 QO0342.The modeled gravity was interpolated from observed gravity values.
 QO0342
 QO0342;                    North         East    Units  Estimated Accuracy
 QO0342;SPC MN C     -   192,920.      898,460.      MT  (+/- 180 meters Scaled)
 QO0342
 QO0342                          SUPERSEDED SURVEY CONTROL
 QO0342
 QO0342  NGVD 29 (??/??/92)  288.845  (m)          947.65   (f) ADJ UNCH    2 0
 QO0342
 QO0342.Superseded values are not recommended for survey control.
 QO0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0342.See file dsdata.txt to determine how the superseded data were derived.
 QO0342
 QO0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL013750(NAD 83)
 QO0342_MARKER: DD = SURVEY DISK
 QO0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0342_SP_SET: BRIDGE
 QO0342_STAMPING: 5880 H 1972
 QO0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0342
 QO0342  HISTORY     - Date     Condition        Report By
 QO0342  HISTORY     - 1972     MONUMENTED       MNDT
 QO0342  HISTORY     - 1974     GOOD             MNDT
 QO0342  HISTORY     - 1985     GOOD             USPSQD
 QO0342  HISTORY     - 1985     GOOD             USPSQD
 QO0342
 QO0342                          STATION DESCRIPTION
 QO0342
 QO0342'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0342'IN PINE CITY.
 QO0342'THE MARK IS LOCATED 0.5 MILE NORTH ALONG FAI 35 FROM BRIDGE 58802
 QO0342'(T.H. 324 OVER FAI 35) AT PINE CITY, 1.25 MILE SOUTH ALONG FAI 35 FROM
 QO0342'BRIDGE 58805 (COUNTY ROAD 11 OVER FAI 35), AT MILEPOINT 170.1. IT IS
 QO0342'19.7 FEET EAST OF THE CENTERLINE OF NORTHBOUND FAI 35 AND IS SET IN
 QO0342'THE NORTHEAST CORNER OF BRIDGE NUMBER 58804 (NORTHBOUND FAI 35 OVER
 QO0342'THE SNAKE RIVER).  NE 1/4 SECTION 32, T 39N, R 21W.
 QO0342
 QO0342                          STATION RECOVERY (1985)
 QO0342
 QO0342'RECOVERY NOTE BY US POWER SQUADRON 1985
 QO0342'RECOVERED IN GOOD CONDITION.
 QO0342
 QO0342                          STATION RECOVERY (1985)
 QO0342
 QO0342'RECOVERY NOTE BY US POWER SQUADRON 1985
 QO0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0340 ***********************************************************************
 QO0340  DESIGNATION -  5880 H 2
 QO0340  PID         -  QO0340
 QO0340  STATE/COUNTY-  MN/PINE
 QO0340  USGS QUAD   -  PINE CITY (1983)
 QO0340
 QO0340                         *CURRENT SURVEY CONTROL
 QO0340  ___________________________________________________________________
 QO0340* NAD 83(1986)-  45 50 24.     (N)    092 58 43.     (W)     SCALED    
 QO0340* NAVD 88     -       287.144  (meters)     942.07   (feet)  ADJUSTED  
 QO0340  ___________________________________________________________________
 QO0340  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 QO0340  DYNAMIC HT  -         287.142 (meters)     942.07  (feet)  COMP
 QO0340  MODELED GRAV-     980,602.8   (mgal)                       NAVD 88
 QO0340
 QO0340  VERT ORDER  -  SECOND    CLASS 0
 QO0340
 QO0340.The horizontal coordinates were scaled from a topographic map and have
 QO0340.an estimated accuracy of +/- 6 seconds.
 QO0340
 QO0340.The orthometric height was determined by differential leveling
 QO0340.and adjusted by the National Geodetic Survey in June 1991..
 QO0340.WARNING-Repeat measurements at this control monument indicate possible
 QO0340.vertical movement.
 QO0340
 QO0340.The geoid height was determined by GEOID03.
 QO0340
 QO0340.The dynamic height is computed by dividing the NAVD 88
 QO0340.geopotential number by the normal gravity value computed on the
 QO0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0340.degrees latitude (g = 980.6199 gals.).
 QO0340
 QO0340.The modeled gravity was interpolated from observed gravity values.
 QO0340
 QO0340;                    North         East    Units  Estimated Accuracy
 QO0340;SPC MN C     -   194,160.      898,760.      MT  (+/- 180 meters Scaled)
 QO0340
 QO0340                          SUPERSEDED SURVEY CONTROL
 QO0340
 QO0340  NGVD 29 (??/??/92)  287.071  (m)          941.83   (f) ADJ UNCH    2 0
 QO0340
 QO0340.Superseded values are not recommended for survey control.
 QO0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0340.See file dsdata.txt to determine how the superseded data were derived.
 QO0340
 QO0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL016762(NAD 83)
 QO0340_MARKER: DD = SURVEY DISK
 QO0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0340_SP_SET: BASE
 QO0340_STAMPING: 5880 H2 1970
 QO0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0340
 QO0340  HISTORY     - Date     Condition        Report By
 QO0340  HISTORY     - 1970     MONUMENTED       MNDT
 QO0340  HISTORY     - 1974     GOOD             MNDT
 QO0340
 QO0340                          STATION DESCRIPTION
 QO0340
 QO0340'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0340'1.2 MI N FROM PINE CITY.
 QO0340'THE MARK IS LOCATED 1.3 MILES NORTH OF THE T.H. 324 BRIDGE OVER FAI 35
 QO0340'AT PINE CITY 0.5 MILES SOUTH OF THE COUNTY ROAD 11 OVERPASS AND 0.75
 QO0340'MILES NORTH OF THE SNAKE RIVER, AND 0.05 MILES NORTH OF THE EXTENDED
 QO0340'CENTERS OF TERMINATED ROADS EAST AND WEST.  IT IS 56.5 FEET EAST OF,
 QO0340'AND 2 FEET LOWER THAN THE CENTERLINE OF NORTHBOUND I 35 AT MILEPOINT
 QO0340'170.8 (STATION 493) AT AN INFORMATION SIGN BEROUN 5 DULUTH 90. IT IS
 QO0340'1.8 FEET NORTH OF A STEEL WITNESS POST, CEMENTED IN THE CONCRETE BASE
 QO0340'OF THE WEST LEG OF A SIGN.  NW 1/4 SECTION 8, T 39, R 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0565 ***********************************************************************
 RN0565  DESIGNATION -  5880 HH
 RN0565  PID         -  RN0565
 RN0565  STATE/COUNTY-  MN/PINE
 RN0565  USGS QUAD   -  SANDSTONE NORTH (1981)
 RN0565
 RN0565                         *CURRENT SURVEY CONTROL
 RN0565  ___________________________________________________________________
 RN0565* NAD 83(1986)-  46 11 42.     (N)    092 50 49.     (W)     SCALED    
 RN0565* NAVD 88     -       348.963  (meters)    1144.89   (feet)  ADJUSTED  
 RN0565  ___________________________________________________________________
 RN0565  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 RN0565  DYNAMIC HT  -         348.973 (meters)    1144.92  (feet)  COMP
 RN0565  MODELED GRAV-     980,633.5   (mgal)                       NAVD 88
 RN0565
 RN0565  VERT ORDER  -  SECOND    CLASS 0
 RN0565
 RN0565.The horizontal coordinates were scaled from a topographic map and have
 RN0565.an estimated accuracy of +/- 6 seconds.
 RN0565
 RN0565.The orthometric height was determined by differential leveling
 RN0565.and adjusted by the National Geodetic Survey in June 1991..
 RN0565
 RN0565.The geoid height was determined by GEOID03.
 RN0565
 RN0565.The dynamic height is computed by dividing the NAVD 88
 RN0565.geopotential number by the normal gravity value computed on the
 RN0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0565.degrees latitude (g = 980.6199 gals.).
 RN0565
 RN0565.The modeled gravity was interpolated from observed gravity values.
 RN0565
 RN0565;                    North         East    Units  Estimated Accuracy
 RN0565;SPC MN C     -   233,780.      908,290.      MT  (+/- 180 meters Scaled)
 RN0565
 RN0565                          SUPERSEDED SURVEY CONTROL
 RN0565
 RN0565  NGVD 29 (??/??/92)  348.847  (m)         1144.51   (f) ADJ UNCH    2 0
 RN0565
 RN0565.Superseded values are not recommended for survey control.
 RN0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0565.See file dsdata.txt to determine how the superseded data were derived.
 RN0565
 RN0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM118157(NAD 83)
 RN0565_MARKER: DB = BENCH MARK DISK
 RN0565_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RN0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0565_STAMPING: 5880 HH 1970
 RN0565_MARK LOGO: MNDT  
 RN0565_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0565
 RN0565  HISTORY     - Date     Condition        Report By
 RN0565  HISTORY     - 1970     MONUMENTED       MNDT
 RN0565  HISTORY     - 1974     GOOD             MNDT
 RN0565  HISTORY     - 19910603 GOOD             MNDT
 RN0565
 RN0565                          STATION DESCRIPTION
 RN0565
 RN0565'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0565'4.7 MI NNE FROM SANDSTONE.
 RN0565'THE MARK IS LOCATED 1.1 MILES NORTHEAST ALONG FAI 35 FROM THE NORTH
 RN0565'JUNCTION OF T.H. 23 AND FAI 35 TO MILE POINT 196.65.  IT IS IN THE
 RN0565'MEDIAN, 150 FEET EAST OF THE SOUTHBOUND FAI 35, 150 FEET WEST OF THE
 RN0565'NORTHBOUND LANE OF FAI 35 STATION 1858+00, AND ABOUT 100 FEET NORTH OF
 RN0565'THE NORTH EDGE OF TREES IN THE MEDIAN.  IT IS 1.2 FEET SOUTH OF A
 RN0565'STEEL WITNESS POST, FLUSH WITH THE GROUND, 3 FEET LOWER THAN THE
 RN0565'SOUTHBOUND AND ABOUT LEVEL WITH THE NORTHBOUND LANE OF FAI 35.  THE
 RN0565'REINFORCED CONCRETE POST IS MAGNETIC.  NE 1/4 SECTION 22, T 43N, R
 RN0565'20W.  NOTE-- THIS MARK IS ALSO 3.2 MILES WEST-NORTHWEST OF ASKOV.
 RN0565
 RN0565                          STATION RECOVERY (1991)
 RN0565
 RN0565'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 RN0565'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0341 ***********************************************************************
 QO0341  DESIGNATION -  5880 J
 QO0341  PID         -  QO0341
 QO0341  STATE/COUNTY-  MN/PINE
 QO0341  USGS QUAD   -  PINE CITY (1983)
 QO0341
 QO0341                         *CURRENT SURVEY CONTROL
 QO0341  ___________________________________________________________________
 QO0341* NAD 83(1986)-  45 49 55.     (N)    092 58 54.     (W)     SCALED    
 QO0341* NAVD 88     -       286.016  (meters)     938.37   (feet)  ADJUSTED  
 QO0341  ___________________________________________________________________
 QO0341  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 QO0341  DYNAMIC HT  -         286.014 (meters)     938.36  (feet)  COMP
 QO0341  MODELED GRAV-     980,600.2   (mgal)                       NAVD 88
 QO0341
 QO0341  VERT ORDER  -  SECOND    CLASS 0
 QO0341
 QO0341.The horizontal coordinates were scaled from a topographic map and have
 QO0341.an estimated accuracy of +/- 6 seconds.
 QO0341
 QO0341.The orthometric height was determined by differential leveling
 QO0341.and adjusted by the National Geodetic Survey in June 1991..
 QO0341
 QO0341.The geoid height was determined by GEOID03.
 QO0341
 QO0341.The dynamic height is computed by dividing the NAVD 88
 QO0341.geopotential number by the normal gravity value computed on the
 QO0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0341.degrees latitude (g = 980.6199 gals.).
 QO0341
 QO0341.The modeled gravity was interpolated from observed gravity values.
 QO0341
 QO0341;                    North         East    Units  Estimated Accuracy
 QO0341;SPC MN C     -   193,260.      898,540.      MT  (+/- 180 meters Scaled)
 QO0341
 QO0341                          SUPERSEDED SURVEY CONTROL
 QO0341
 QO0341  NGVD 29 (??/??/92)  285.944  (m)          938.13   (f) ADJ UNCH    2 0
 QO0341
 QO0341.Superseded values are not recommended for survey control.
 QO0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0341.See file dsdata.txt to determine how the superseded data were derived.
 QO0341
 QO0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL014753(NAD 83)
 QO0341_MARKER: DD = SURVEY DISK
 QO0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0341_STAMPING: 5880 J 1961
 QO0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0341+STABILITY: SURFACE MOTION
 QO0341
 QO0341  HISTORY     - Date     Condition        Report By
 QO0341  HISTORY     - 1961     MONUMENTED       MNDT
 QO0341  HISTORY     - 1974     GOOD             MNDT
 QO0341
 QO0341                          STATION DESCRIPTION
 QO0341
 QO0341'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0341'IN PINE CITY.
 QO0341'THE MARK IS LOCATED 0.75 MILE NORTH ALONG FAI 35 FROM BRIDGE 58802
 QO0341'(T.H. 324 OVER FAI 35) AT PINE CITY, 0.2 MILE NORTH ALONG FAI 35 FROM
 QO0341'THE SNAKE RIVER, AND 1.05 MILES SOUTH ALONG FAI 35 FROM BRIDGE 58805
 QO0341'(COUNTY ROAD 11 OVER FAI 35).  IT IS 98 FEET EAST OF NORTHBOUND FAI 35
 QO0341'STATION 464+ 00 (MILEPOST 170), 300 FEET WEST AND 150 FEET NORTH OF A
 QO0341'RIGHT ANGLE BEND IN ROAD (NORTH AND EAST) AT THE WEST CORPORTE LIMITS
 QO0341'OF PINE CITY, 144.5 FET NORTH OF A RIGHT OF WAY POST, 73 FEET
 QO0341'SOUTHEAST OF AN EIGHT INCH OAK, AND 5.5 FEET EAST OF A TWO INCH
 QO0341'POPLAR.  IT IS SET IN THE TOP OF A CONCRETE POST THAT IS BURIED 2
 QO0341'INCHES BELOW THE SURFACE OF THE GROUND AND IS 0.5 FOOT WEST OF A STEEL
 QO0341'WITNESS POST.  NOTE-- CONCRETE POST IS MAGNETIC.  SE 1/4 SECTION 29, T
 QO0341'39N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0563 ***********************************************************************
 RN0563  DESIGNATION -  5880 JJ
 RN0563  PID         -  RN0563
 RN0563  STATE/COUNTY-  MN/PINE
 RN0563  USGS QUAD   -  SANDSTONE NORTH (1981)
 RN0563
 RN0563                         *CURRENT SURVEY CONTROL
 RN0563  ___________________________________________________________________
 RN0563* NAD 83(1986)-  46 12 21.     (N)    092 50 27.     (W)     SCALED    
 RN0563* NAVD 88     -       337.365  (meters)    1106.84   (feet)  ADJUSTED  
 RN0563  ___________________________________________________________________
 RN0563  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 RN0563  DYNAMIC HT  -         337.374 (meters)    1106.87  (feet)  COMP
 RN0563  MODELED GRAV-     980,632.6   (mgal)                       NAVD 88
 RN0563
 RN0563  VERT ORDER  -  SECOND    CLASS 0
 RN0563
 RN0563.The horizontal coordinates were scaled from a topographic map and have
 RN0563.an estimated accuracy of +/- 6 seconds.
 RN0563
 RN0563.The orthometric height was determined by differential leveling
 RN0563.and adjusted by the National Geodetic Survey in June 1991..
 RN0563
 RN0563.The geoid height was determined by GEOID03.
 RN0563
 RN0563.The dynamic height is computed by dividing the NAVD 88
 RN0563.geopotential number by the normal gravity value computed on the
 RN0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0563.degrees latitude (g = 980.6199 gals.).
 RN0563
 RN0563.The modeled gravity was interpolated from observed gravity values.
 RN0563
 RN0563;                    North         East    Units  Estimated Accuracy
 RN0563;SPC MN C     -   234,990.      908,740.      MT  (+/- 180 meters Scaled)
 RN0563
 RN0563                          SUPERSEDED SURVEY CONTROL
 RN0563
 RN0563  NGVD 29 (??/??/92)  337.249  (m)         1106.46   (f) ADJ UNCH    2 0
 RN0563
 RN0563.Superseded values are not recommended for survey control.
 RN0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0563.See file dsdata.txt to determine how the superseded data were derived.
 RN0563
 RN0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM122169(NAD 83)
 RN0563_MARKER: DD = SURVEY DISK
 RN0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0563_STAMPING: 5880 JJ 1970
 RN0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0563+STABILITY: SURFACE MOTION
 RN0563
 RN0563  HISTORY     - Date     Condition        Report By
 RN0563  HISTORY     - 1970     MONUMENTED       MNDT
 RN0563  HISTORY     - 1974     GOOD             MNDT
 RN0563
 RN0563                          STATION DESCRIPTION
 RN0563
 RN0563'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0563'4.0 MI SSE FROM RUTLEDGE.
 RN0563'THE MARK IS LOCATED 2.0 MILES EAST ALONG COUNTY ROAD 33 FROM THE
 RN0563'JUNCTION OF COUNTY ROAD 33 AND COUNTY ROAD 61 IN RUTLEDGE, THENCE,
 RN0563'3.75 MILES SOUTH ALONG FAI 35 TO MILE POINT 197.6.  IT IS PRECAST
 RN0563'MONUMENT IN THE MEDIAN, 100 FEET SOUTH OF THE SOUTH END OF TREES IN
 RN0563'MEDIAN, ABOUT 200 FEET SOUTH OF THE NORTHBOUND EXIT TO A REST AREA,
 RN0563'149.5 FEET EAST OF THE SOUTHBOUND FAI 35, AND 150 FEET WEST OF THE
 RN0563'NORTHBOUND LAND OF FAI 35 STATION 1909+00.  IT IS 1.0 FEET SOUTH OF A
 RN0563'STEEL WITNESS POST, FLUSH WITH THE GROUND, 4 FEET HIGHER THAN
 RN0563'NORTHBOUND AND 2 FEET LOWER THAN THE SOUTHBOUND LANE OF FAI 35.  THE
 RN0563'REINFORCED CONCRETE POST IF MAGNETIC.  ALL DISTANCES ARE WITH RESPECT
 RN0563'TO CENTERLINE UNLESS OTHERWISE NOTED.  SW 1/4 SECTION 14, T 43N, R
 RN0563'20W.  NOTE-- THIS MARK IS ALSO 3.2 MILES WEST-NORTHWEST OF ASKOV.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0338 ***********************************************************************
 QO0338  DESIGNATION -  5880 K
 QO0338  PID         -  QO0338
 QO0338  STATE/COUNTY-  MN/PINE
 QO0338  USGS QUAD   -  PINE CITY (1983)
 QO0338
 QO0338                         *CURRENT SURVEY CONTROL
 QO0338  ___________________________________________________________________
 QO0338* NAD 83(1986)-  45 50 47.     (N)    092 58 31.     (W)     SCALED    
 QO0338* NAVD 88     -       292.644  (meters)     960.12   (feet)  ADJUSTED  
 QO0338  ___________________________________________________________________
 QO0338  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 QO0338  DYNAMIC HT  -         292.644 (meters)     960.12  (feet)  COMP
 QO0338  MODELED GRAV-     980,604.9   (mgal)                       NAVD 88
 QO0338
 QO0338  VERT ORDER  -  SECOND    CLASS 0
 QO0338
 QO0338.The horizontal coordinates were scaled from a topographic map and have
 QO0338.an estimated accuracy of +/- 6 seconds.
 QO0338
 QO0338.The orthometric height was determined by differential leveling
 QO0338.and adjusted by the National Geodetic Survey in June 1991..
 QO0338
 QO0338.The geoid height was determined by GEOID03.
 QO0338
 QO0338.The dynamic height is computed by dividing the NAVD 88
 QO0338.geopotential number by the normal gravity value computed on the
 QO0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0338.degrees latitude (g = 980.6199 gals.).
 QO0338
 QO0338.The modeled gravity was interpolated from observed gravity values.
 QO0338
 QO0338;                    North         East    Units  Estimated Accuracy
 QO0338;SPC MN C     -   194,870.      899,010.      MT  (+/- 180 meters Scaled)
 QO0338
 QO0338                          SUPERSEDED SURVEY CONTROL
 QO0338
 QO0338  NGVD 29 (??/??/92)  292.572  (m)          959.88   (f) ADJ UNCH    2 0
 QO0338
 QO0338.Superseded values are not recommended for survey control.
 QO0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0338.See file dsdata.txt to determine how the superseded data were derived.
 QO0338
 QO0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL019769(NAD 83)
 QO0338_MARKER: DD = SURVEY DISK
 QO0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0338_STAMPING: 5880 K 1961
 QO0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0338+STABILITY: SURFACE MOTION
 QO0338
 QO0338  HISTORY     - Date     Condition        Report By
 QO0338  HISTORY     - 1961     MONUMENTED       MNDT
 QO0338  HISTORY     - 1974     GOOD             MNDT
 QO0338
 QO0338                          STATION DESCRIPTION
 QO0338
 QO0338'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0338'0.5 MI N FROM PINE CITY.
 QO0338'THE MARK IS LOCATED 1.8 MILES NORTH ALONG FAI 35 FROM BRIDGE 58802
 QO0338'(T.H. 324 OVER FAI 35) AT PINE CITY, 1.25 MILE NORTH ALONG FAI 35 FROM
 QO0338'THE SNAKE RIVER, AND NEAR BRIDGE 58805 (COUNTY ROAD 11 OVER FAI 35).
 QO0338'IT IS 435 FEET EAST OF NORTHBOUND FAI 35 STATION 518 + 70 (AT MILEPOST
 QO0338'170.05), 106 FEET SOUTH OF COUNTY ROAD 11, 17 FEET WEST OF FENCE
 QO0338'CORNER, 18.5 FEET WEST OF TELEPHONE POLE (RISER) WITH NO WIRES AND 3
 QO0338'FEET NORTH OF A FENCE.  IT IS SET IN THE TOP OF A CONCRETE POST THAT
 QO0338'PROJECTS 2 INCHES ABOVE THE GROUND, IS 0.5 FOOT NORTH OF A STEEL
 QO0338'WITNESS POST AND IS 3 FEET BELOW THE LEVEL OF COUNTY ROAD 11.  NOTE--
 QO0338'CONCRETE POST IS MAGNETIC.  NW 1/4 SECTION 28, T 39N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0339 ***********************************************************************
 QO0339  DESIGNATION -  5880 L
 QO0339  PID         -  QO0339
 QO0339  STATE/COUNTY-  MN/PINE
 QO0339  USGS QUAD   -  PINE CITY (1983)
 QO0339
 QO0339                         *CURRENT SURVEY CONTROL
 QO0339  ___________________________________________________________________
 QO0339* NAD 83(1986)-  45 50 46.     (N)    092 58 28.     (W)     SCALED    
 QO0339* NAVD 88     -       295.002  (meters)     967.85   (feet)  ADJUSTED  
 QO0339  ___________________________________________________________________
 QO0339  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 QO0339  DYNAMIC HT  -         295.001 (meters)     967.85  (feet)  COMP
 QO0339  MODELED GRAV-     980,605.1   (mgal)                       NAVD 88
 QO0339
 QO0339  VERT ORDER  -  SECOND    CLASS 0
 QO0339
 QO0339.The horizontal coordinates were scaled from a topographic map and have
 QO0339.an estimated accuracy of +/- 6 seconds.
 QO0339
 QO0339.The orthometric height was determined by differential leveling
 QO0339.and adjusted by the National Geodetic Survey in June 1991..
 QO0339.WARNING-Repeat measurements at this control monument indicate possible
 QO0339.vertical movement.
 QO0339
 QO0339.The geoid height was determined by GEOID03.
 QO0339
 QO0339.The dynamic height is computed by dividing the NAVD 88
 QO0339.geopotential number by the normal gravity value computed on the
 QO0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0339.degrees latitude (g = 980.6199 gals.).
 QO0339
 QO0339.The modeled gravity was interpolated from observed gravity values.
 QO0339
 QO0339;                    North         East    Units  Estimated Accuracy
 QO0339;SPC MN C     -   194,840.      899,070.      MT  (+/- 180 meters Scaled)
 QO0339
 QO0339                          SUPERSEDED SURVEY CONTROL
 QO0339
 QO0339  NGVD 29 (??/??/92)  294.928  (m)          967.61   (f) ADJ UNCH    2 0
 QO0339
 QO0339.Superseded values are not recommended for survey control.
 QO0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0339.See file dsdata.txt to determine how the superseded data were derived.
 QO0339
 QO0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL019769(NAD 83)
 QO0339_MARKER: DD = SURVEY DISK
 QO0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0339_SP_SET: ABUTMENT
 QO0339_STAMPING: 5880 L 1961
 QO0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0339
 QO0339  HISTORY     - Date     Condition        Report By
 QO0339  HISTORY     - 1961     MONUMENTED       MNDT
 QO0339  HISTORY     - 1974     GOOD             MNDT
 QO0339  HISTORY     - 19920810 GOOD             USPSQD
 QO0339
 QO0339                          STATION DESCRIPTION
 QO0339
 QO0339'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0339'1.7 MI N FROM PINE CITY.
 QO0339'THE MARK IS LOCATED 1.8 MILES NORTH ALONG FAI 35 FROM THE T.H. 324
 QO0339'BRIDGE OVER I 35 AT PINE CITY AND 4.0 MILES SOUTH OF THE COUNTY ROAD
 QO0339'14 EXIT TO BEROUN.  IT IS 18.5 FEET SOUTH OF, AND 0.5 FEET HIGHER THAN
 QO0339'THE CENTERLINE OF COUNTY ROAD 11 AT BRIDGE 58805 OVER I 35 MILEPOINT
 QO0339'171.3, CEMENTED IN THE SOUTHEAST CORNER (ABUTMENT) OF THE BRIDGE. SW
 QO0339'1/4 SECTION 21, T 39, R 21.
 QO0339
 QO0339                          STATION RECOVERY (1992)
 QO0339
 QO0339'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 QO0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0333 ***********************************************************************
 QO0333  DESIGNATION -  5880 L 2
 QO0333  PID         -  QO0333
 QO0333  STATE/COUNTY-  MN/PINE
 QO0333  USGS QUAD   -  PINE CITY (1983)
 QO0333
 QO0333                         *CURRENT SURVEY CONTROL
 QO0333  ___________________________________________________________________
 QO0333* NAD 83(1996)-  45 52 21.10396(N)    092 58 12.31817(W)     ADJUSTED  
 QO0333* NAVD 88     -       291.980  (meters)     957.94   (feet)  ADJUSTED  
 QO0333  ___________________________________________________________________
 QO0333  X           -    -230,506.878 (meters)                     COMP
 QO0333  Y           -  -4,442,709.319 (meters)                     COMP
 QO0333  Z           -   4,555,583.774 (meters)                     COMP
 QO0333  LAPLACE CORR-           7.75  (seconds)                    DEFLEC99
 QO0333  ELLIP HEIGHT-         264.39  (meters)          (05/27/03) GPS OBS
 QO0333  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 QO0333  DYNAMIC HT  -         291.981 (meters)     957.94  (feet)  COMP
 QO0333  MODELED GRAV-     980,609.4   (mgal)                       NAVD 88
 QO0333
 QO0333  HORZ ORDER  -  FIRST
 QO0333  VERT ORDER  -  SECOND    CLASS 0
 QO0333  ELLP ORDER  -  THIRD     CLASS I
 QO0333
 QO0333.The horizontal coordinates were established by GPS observations
 QO0333.and adjusted by the MN DEPT OF TRANSP in May 2003..
 QO0333
 QO0333.The orthometric height was determined by differential leveling
 QO0333.and adjusted by the National Geodetic Survey in June 1991..
 QO0333
 QO0333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0333
 QO0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0333
 QO0333.The ellipsoidal height was determined by GPS observations
 QO0333.and is referenced to NAD 83.
 QO0333
 QO0333.The geoid height was determined by GEOID03.
 QO0333
 QO0333.The dynamic height is computed by dividing the NAVD 88
 QO0333.geopotential number by the normal gravity value computed on the
 QO0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0333.degrees latitude (g = 980.6199 gals.).
 QO0333
 QO0333.The modeled gravity was interpolated from observed gravity values.
 QO0333
 QO0333;                    North         East     Units Scale Factor Converg.
 QO0333;SPC MN C     -   197,781.167   899,364.748   MT  0.99995439   +0 55 33.1
 QO0333;UTM  15      - 5,079,885.170   502,321.439   MT  0.99960007   +0 01 17.3
 QO0333
 QO0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0333!SPC MN C     -   0.99995855  x   0.99995439  =   0.99991295
 QO0333!UTM  15      -   0.99995855  x   0.99960007  =   0.99955864
 QO0333
 QO0333                          SUPERSEDED SURVEY CONTROL
 QO0333
 QO0333  NAVD 88 (05/27/03)  291.98   (m)          957.9    (f) LEVELING    3  
 QO0333  NGVD 29 (??/??/92)  291.903  (m)          957.69   (f) ADJ UNCH    2 0
 QO0333
 QO0333.Superseded values are not recommended for survey control.
 QO0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0333.See file dsdata.txt to determine how the superseded data were derived.
 QO0333
 QO0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0232179885(NAD 83)
 QO0333_MARKER: DD = SURVEY DISK
 QO0333_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0333_STAMPING: 5880 L2 1970
 QO0333_MARK LOGO: MNDT  
 QO0333_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0333+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2000
 QO0333
 QO0333  HISTORY     - Date     Condition        Report By
 QO0333  HISTORY     - 1970     MONUMENTED       MNDT
 QO0333  HISTORY     - 1974     GOOD             MNDT
 QO0333  HISTORY     - 20000419 GOOD             MNDT
 QO0333
 QO0333                          STATION DESCRIPTION
 QO0333
 QO0333'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0333'3.6 MI N FROM PINE CITY.
 QO0333'THE MARK IS LOCATED 3.6 MILES NORTH ALONG FAI 35 FROM THE T.H. 324
 QO0333'BRIDGE AT PINE CITY, 2.2 MILES SOUTH OF THE COUNTY ROAD 121 EXIT TO
 QO0333'BEROUN, 0.2 MILES SOUTH OF AN EMERGENCY CROSS OVER AND IN THE I-35
 QO0333'MEDIAN.  IT IS 150 FEET WEST OF, AND 2 FEET HIGHER THAN THE CENTER
 QO0333'LINE OF NORTHBOUND I-35 AT A STENCIL IN THE CONCRETE (NO. 615), AND AT
 QO0333'MILE POINT 173.1.  IT IS 1.2 FEET SOUTH OF A STEEL WITNESS POST IN A 6
 QO0333'FOOT PRECAST CONCRETE (MAGNETIC) MONUMENT SET FLUSH WITH THE GROUND.
 QO0333'NE 1/4 SECTION 16, T 39, R 21.
 QO0333
 QO0333                          STATION RECOVERY (2000)
 QO0333
 QO0333'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (TJA)
 QO0333'THE MARK WAS RECOVERED 2.2 MI (3.5 KM) SOUTH OF JCT OF CO RD 14 AND
 QO0333'FAI 35 IN BEROUN AND AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0561 ***********************************************************************
 RN0561  DESIGNATION -  5880 LL
 RN0561  PID         -  RN0561
 RN0561  STATE/COUNTY-  MN/PINE
 RN0561  USGS QUAD   -  SANDSTONE NORTH (1981)
 RN0561
 RN0561                         *CURRENT SURVEY CONTROL
 RN0561  ___________________________________________________________________
 RN0561* NAD 83(1986)-  46 13 13.     (N)    092 49 55.     (W)     SCALED    
 RN0561* NAVD 88     -       313.880  (meters)    1029.79   (feet)  ADJUSTED  
 RN0561  ___________________________________________________________________
 RN0561  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 RN0561  DYNAMIC HT  -         313.888 (meters)    1029.81  (feet)  COMP
 RN0561  MODELED GRAV-     980,631.7   (mgal)                       NAVD 88
 RN0561
 RN0561  VERT ORDER  -  SECOND    CLASS 0
 RN0561
 RN0561.The horizontal coordinates were scaled from a topographic map and have
 RN0561.an estimated accuracy of +/- 6 seconds.
 RN0561
 RN0561.The orthometric height was determined by differential leveling
 RN0561.and adjusted by the National Geodetic Survey in June 1991..
 RN0561
 RN0561.The geoid height was determined by GEOID03.
 RN0561
 RN0561.The dynamic height is computed by dividing the NAVD 88
 RN0561.geopotential number by the normal gravity value computed on the
 RN0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0561.degrees latitude (g = 980.6199 gals.).
 RN0561
 RN0561.The modeled gravity was interpolated from observed gravity values.
 RN0561
 RN0561;                    North         East    Units  Estimated Accuracy
 RN0561;SPC MN C     -   236,610.      909,400.      MT  (+/- 180 meters Scaled)
 RN0561
 RN0561                          SUPERSEDED SURVEY CONTROL
 RN0561
 RN0561  NGVD 29 (??/??/92)  313.760  (m)         1029.39   (f) ADJ UNCH    2 0
 RN0561
 RN0561.Superseded values are not recommended for survey control.
 RN0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0561.See file dsdata.txt to determine how the superseded data were derived.
 RN0561
 RN0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM129185(NAD 83)
 RN0561_MARKER: DD = SURVEY DISK
 RN0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0561_SP_SET: ABUTMENT
 RN0561_STAMPING: 5880 LL 1970
 RN0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0561
 RN0561  HISTORY     - Date     Condition        Report By
 RN0561  HISTORY     - 1970     MONUMENTED       MNDT
 RN0561  HISTORY     - 1971     GOOD             MNDT
 RN0561
 RN0561                          STATION DESCRIPTION
 RN0561
 RN0561'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0561'3.3 MI SSE FROM RUTLEDGE.
 RN0561'THE MARK IS LOCATED 2.0 MILES EAST ALONG COUNTY ROAD 33 FROM THE
 RN0561'JUNCTION OF COUNTY ROAD 33 AND COUNTY ROAD 61 IN RUTLEDGE, THENCE, 2.7
 RN0561'MILES SOUTH ALONG FAI 35 TO MILE POINT 198.65.  IT IS 19.5 FEET EAST
 RN0561'OF THE CENTERLINE OF THE SOUTHBOUND LANE OF FAI 35 IN THE SOUTHEAST
 RN0561'CORNER (ABUTMENT) OF BRIDGE 55807, SOUTHBOUND LANE OF FAI 35 OVER THE
 RN0561'KETTLE RIVER.  IT IS 0.5 FEET ABOVE THE SOUTHBOUND LANE OF FAI 35. SE
 RN0561'1/4 SECTION 11, T 43N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0329 ***********************************************************************
 QO0329  DESIGNATION -  5880 M
 QO0329  PID         -  QO0329
 QO0329  STATE/COUNTY-  MN/PINE
 QO0329  USGS QUAD   -  BEROUN (1983)
 QO0329
 QO0329                         *CURRENT SURVEY CONTROL
 QO0329  ___________________________________________________________________
 QO0329* NAD 83(1996)-  45 53 27.90209(N)    092 57 59.56159(W)     ADJUSTED  
 QO0329* NAVD 88     -       299.042  (meters)     981.11   (feet)  ADJUSTED  
 QO0329  ___________________________________________________________________
 QO0329  X           -    -230,155.745 (meters)                     COMP
 QO0329  Y           -  -4,441,249.870 (meters)                     COMP
 QO0329  Z           -   4,557,024.670 (meters)                     COMP
 QO0329  LAPLACE CORR-           7.45  (seconds)                    DEFLEC99
 QO0329  ELLIP HEIGHT-         271.54  (meters)          (08/10/98) GPS OBS
 QO0329  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 QO0329  DYNAMIC HT  -         299.043 (meters)     981.11  (feet)  COMP
 QO0329  MODELED GRAV-     980,611.2   (mgal)                       NAVD 88
 QO0329
 QO0329  HORZ ORDER  -  FIRST
 QO0329  VERT ORDER  -  SECOND    CLASS 0
 QO0329  ELLP ORDER  -  THIRD     CLASS I
 QO0329
 QO0329.The horizontal coordinates were established by GPS observations
 QO0329.and adjusted by the National Geodetic Survey in August 1998..
 QO0329
 QO0329.The orthometric height was determined by differential leveling
 QO0329.and adjusted by the National Geodetic Survey in June 1991..
 QO0329
 QO0329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0329
 QO0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0329
 QO0329.The ellipsoidal height was determined by GPS observations
 QO0329.and is referenced to NAD 83.
 QO0329
 QO0329.The geoid height was determined by GEOID03.
 QO0329
 QO0329.The dynamic height is computed by dividing the NAVD 88
 QO0329.geopotential number by the normal gravity value computed on the
 QO0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0329.degrees latitude (g = 980.6199 gals.).
 QO0329
 QO0329.The modeled gravity was interpolated from observed gravity values.
 QO0329
 QO0329;                    North         East     Units Scale Factor Converg.
 QO0329;SPC MN C     -   199,847.625   899,606.404   MT  0.99995185   +0 55 42.4
 QO0329;UTM  15      - 5,081,946.828   502,595.585   MT  0.99960008   +0 01 26.5
 QO0329
 QO0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0329!SPC MN C     -   0.99995743  x   0.99995185  =   0.99990928
 QO0329!UTM  15      -   0.99995743  x   0.99960008  =   0.99955753
 QO0329
 QO0329                          SUPERSEDED SURVEY CONTROL
 QO0329
 QO0329  NAVD 88 (08/10/98)  299.04   (m)          981.1    (f) LEVELING    3  
 QO0329  NGVD 29 (??/??/92)  298.965  (m)          980.85   (f) ADJ UNCH    2 0
 QO0329
 QO0329.Superseded values are not recommended for survey control.
 QO0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0329.See file dsdata.txt to determine how the superseded data were derived.
 QO0329
 QO0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0259681947(NAD 83)
 QO0329_MARKER: DV = VERTICAL CONTROL DISK
 QO0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0329_STAMPING: 5880 M 1961
 QO0329_MARK LOGO: MNDT  
 QO0329_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0329+STABILITY: SURFACE MOTION
 QO0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0329+SATELLITE: SATELLITE OBSERVATIONS - December 27, 1993
 QO0329
 QO0329  HISTORY     - Date     Condition        Report By
 QO0329  HISTORY     - 1961     MONUMENTED       MNDT
 QO0329  HISTORY     - 1974     GOOD             MNDT
 QO0329  HISTORY     - 19931227 GOOD             MNDT
 QO0329
 QO0329                          STATION DESCRIPTION
 QO0329
 QO0329'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0329'4.9 MI N FROM PINE CITY.
 QO0329'THE MARK IS LOCATED 5.0 MILES NORTH ALONG FAI 35 FROM THE T.H. 324
 QO0329'BRIDGE OVER FAI 35 AT PINE CITY, 0.9 MILES SOUTH OF THE COUNTY ROAD 14
 QO0329'EXIT TO BEROUN AND 0.1 MILE NORTH OF THE OLD CROSSING OF AN EAST-WEST
 QO0329'TOWNSHIP ROAD.  IT IS 95.0 FEET EAST OF, AND 12 FEET HIGHER THAN THE
 QO0329'CENTER LINE OF NORTHBOUND I-35 AT MILE POINT 174.45, 34.1 FEET NORTH
 QO0329'OF A WARNING PIPE FOR A NORTHERN NATURAL GAS PIPE LINE (EAST-WEST
 QO0329'CROSSING), AND 3.5 FEET WEST OF THE RIGHT OF WAY FENCE. IT IS 0.5 FEET
 QO0329'WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE (MAGNETIC)
 QO0329'MONUMENT PROJECTING 0.3 FEET ABOVE GROUND.  SE 1/4 SECTION 4, T 39, R
 QO0329'21.
 QO0329
 QO0329                          STATION RECOVERY (1993)
 QO0329
 QO0329'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 QO0329'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 5
 QO0329'MI (8.0 KM) NORTH ALONG FAI 35 FROM THE JCT OF FAI 35 AND TH 324 IN
 QO0329'PINE CITY, 0.9 MI (1.4 KM) SOUTH OF CO RD 14 EXIT AT BEROUN, 0.1 MI
 QO0329'(0.2 KM) NORTH OF THE OLD TWP RD CROSSING, AT FAI 35 MP 174.45, 95 FT
 QO0329'(29.0 M) EAST OF NB FAI 35, 34.1 FT (10.4 M) NORTH OF A PIPELINE SIGN
 QO0329'POST, 3.5 FT (1.1 M) WEST OF A FENCE, AND 0.5 FT (15.2 CM) WEST OF A
 QO0329'WIT POST.  RECOVERED AND DESCRIBED BY DAVID K HERDER, TYPED BY G.W.O.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0556 ***********************************************************************
 RN0556  DESIGNATION -  5880 MM
 RN0556  PID         -  RN0556
 RN0556  STATE/COUNTY-  MN/PINE
 RN0556  USGS QUAD   -  SANDSTONE NORTH (1981)
 RN0556
 RN0556                         *CURRENT SURVEY CONTROL
 RN0556  ___________________________________________________________________
 RN0556* NAD 83(1986)-  46 14 14.     (N)    092 49 26.     (W)     SCALED    
 RN0556* NAVD 88     -       323.348  (meters)    1060.85   (feet)  ADJUSTED  
 RN0556  ___________________________________________________________________
 RN0556  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 RN0556  DYNAMIC HT  -         323.356 (meters)    1060.88  (feet)  COMP
 RN0556  MODELED GRAV-     980,630.8   (mgal)                       NAVD 88
 RN0556
 RN0556  VERT ORDER  -  SECOND    CLASS 0
 RN0556
 RN0556.The horizontal coordinates were scaled from a topographic map and have
 RN0556.an estimated accuracy of +/- 6 seconds.
 RN0556
 RN0556.The orthometric height was determined by differential leveling
 RN0556.and adjusted by the National Geodetic Survey in June 1991..
 RN0556
 RN0556.The geoid height was determined by GEOID03.
 RN0556
 RN0556.The dynamic height is computed by dividing the NAVD 88
 RN0556.geopotential number by the normal gravity value computed on the
 RN0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0556.degrees latitude (g = 980.6199 gals.).
 RN0556
 RN0556.The modeled gravity was interpolated from observed gravity values.
 RN0556
 RN0556;                    North         East    Units  Estimated Accuracy
 RN0556;SPC MN C     -   238,500.      909,980.      MT  (+/- 180 meters Scaled)
 RN0556
 RN0556                          SUPERSEDED SURVEY CONTROL
 RN0556
 RN0556  NGVD 29 (??/??/92)  323.222  (m)         1060.44   (f) ADJ UNCH    2 0
 RN0556
 RN0556.Superseded values are not recommended for survey control.
 RN0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0556.See file dsdata.txt to determine how the superseded data were derived.
 RN0556
 RN0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM135204(NAD 83)
 RN0556_MARKER: DD = SURVEY DISK
 RN0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0556_SP_SET: CULVERT
 RN0556_STAMPING: 5880 MM 1970
 RN0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0556
 RN0556  HISTORY     - Date     Condition        Report By
 RN0556  HISTORY     - 1970     MONUMENTED       MNDT
 RN0556  HISTORY     - 1974     GOOD             MNDT
 RN0556
 RN0556                          STATION DESCRIPTION
 RN0556
 RN0556'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0556'2.6 MI SE FROM RUTLEDGE.
 RN0556'THE MARK IS LOCATED 2.0 MILES EAST ALONG COUNTY ROAD 33 FROM THE
 RN0556'JUNCTION OF COUNTY ROAD 33 AND COUNTY ROAD 61 IN RUTLEDGE, THENCE, 1.5
 RN0556'MILES SOUTH ALONG FAI 35 TO MILE POINT 199.9.  IT IS IN THE SOUTHEAST
 RN0556'CORNER (HEADWALL) OF A DOUBLE BOX CULVERT UNDER THE NORTHBOUND LANE OF
 RN0556'FAI 35 STATION 2028+44 AT CANE CREEK, 60.2 FEET EAST OF THE CENTERLINE
 RN0556'OF THE NORTHBOUND LANE OF FAI 35.  IT IS DRILLED IN BOX CULVERT AND
 RN0556'ABOUT 10 FEET BELOW FAI 35.  NE 1/4 SECTION 2, T 43N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0548 ***********************************************************************
 RN0548  DESIGNATION -  5880 NN
 RN0548  PID         -  RN0548
 RN0548  STATE/COUNTY-  MN/PINE
 RN0548  USGS QUAD   -  WILLOW RIVER (1981)
 RN0548
 RN0548                         *CURRENT SURVEY CONTROL
 RN0548  ___________________________________________________________________
 RN0548* NAD 83(1986)-  46 16 18.     (N)    092 49 34.     (W)     SCALED    
 RN0548* NAVD 88     -       323.088  (meters)    1060.00   (feet)  ADJUSTED  
 RN0548  ___________________________________________________________________
 RN0548  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 RN0548  DYNAMIC HT  -         323.096 (meters)    1060.02  (feet)  COMP
 RN0548  MODELED GRAV-     980,630.1   (mgal)                       NAVD 88
 RN0548
 RN0548  VERT ORDER  -  SECOND    CLASS 0
 RN0548
 RN0548.The horizontal coordinates were scaled from a topographic map and have
 RN0548.an estimated accuracy of +/- 6 seconds.
 RN0548
 RN0548.The orthometric height was determined by differential leveling
 RN0548.and adjusted by the National Geodetic Survey in June 1991..
 RN0548
 RN0548.The geoid height was determined by GEOID03.
 RN0548
 RN0548.The dynamic height is computed by dividing the NAVD 88
 RN0548.geopotential number by the normal gravity value computed on the
 RN0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0548.degrees latitude (g = 980.6199 gals.).
 RN0548
 RN0548.The modeled gravity was interpolated from observed gravity values.
 RN0548
 RN0548;                    North         East    Units  Estimated Accuracy
 RN0548;SPC MN C     -   242,330.      909,740.      MT  (+/- 180 meters Scaled)
 RN0548
 RN0548                          SUPERSEDED SURVEY CONTROL
 RN0548
 RN0548  NGVD 29 (??/??/92)  322.958  (m)         1059.57   (f) ADJ UNCH    2 0
 RN0548
 RN0548.Superseded values are not recommended for survey control.
 RN0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0548.See file dsdata.txt to determine how the superseded data were derived.
 RN0548
 RN0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM133242(NAD 83)
 RN0548_MARKER: DD = SURVEY DISK
 RN0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0548_STAMPING: 5880-NN 1970
 RN0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0548+STABILITY: SURFACE MOTION
 RN0548
 RN0548  HISTORY     - Date     Condition        Report By
 RN0548  HISTORY     - 1970     MONUMENTED       MNDT
 RN0548  HISTORY     - 1971     GOOD             MNDT
 RN0548
 RN0548                          STATION DESCRIPTION
 RN0548
 RN0548'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0548'2.1 MI NE FROM RUTLEDGE.
 RN0548'MARK IS LOCATED 2.0 MILES EAST ALONG COUNTY ROAD 33 FROM THE JUNCTION
 RN0548'OF COUNTY ROAD 33 AND COUNTY ROAD 61 IN RUTLEDGE, THENCE, 0.8 MILES
 RN0548'NORTH ALONG FAI 35.  178 FEET WEST OF NORTHBOUND FAI 35 AT MILE POINT
 RN0548'202.2 (STATION 2150+50), 4 FEET EAST OF THE RIGHT OF WAY FENCE, 1 FOOT
 RN0548'EAST OF A STEEL WITNESS POST, IN A CONCRETE MONUMENT SET FLUSH WITH
 RN0548'THE GROUND.  NE 1/4 SECTION 26, T 44N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0322 ***********************************************************************
 QO0322  DESIGNATION -  5880 P
 QO0322  PID         -  QO0322
 QO0322  STATE/COUNTY-  MN/PINE
 QO0322  USGS QUAD   -  BEROUN (1983)
 QO0322
 QO0322                         *CURRENT SURVEY CONTROL
 QO0322  ___________________________________________________________________
 QO0322* NAD 83(1986)-  45 54 13.     (N)    092 58 01.     (W)     SCALED    
 QO0322* NAVD 88     -       300.734  (meters)     986.66   (feet)  ADJUSTED  
 QO0322  ___________________________________________________________________
 QO0322  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 QO0322  DYNAMIC HT  -         300.736 (meters)     986.66  (feet)  COMP
 QO0322  MODELED GRAV-     980,611.8   (mgal)                       NAVD 88
 QO0322
 QO0322  VERT ORDER  -  SECOND    CLASS 0
 QO0322
 QO0322.The horizontal coordinates were scaled from a topographic map and have
 QO0322.an estimated accuracy of +/- 6 seconds.
 QO0322
 QO0322.The orthometric height was determined by differential leveling
 QO0322.and adjusted by the National Geodetic Survey in June 1991..
 QO0322
 QO0322.The geoid height was determined by GEOID03.
 QO0322
 QO0322.The dynamic height is computed by dividing the NAVD 88
 QO0322.geopotential number by the normal gravity value computed on the
 QO0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0322.degrees latitude (g = 980.6199 gals.).
 QO0322
 QO0322.The modeled gravity was interpolated from observed gravity values.
 QO0322
 QO0322;                    North         East    Units  Estimated Accuracy
 QO0322;SPC MN C     -   201,240.      899,550.      MT  (+/- 180 meters Scaled)
 QO0322
 QO0322                          SUPERSEDED SURVEY CONTROL
 QO0322
 QO0322  NGVD 29 (??/??/92)  300.654  (m)          986.40   (f) ADJ UNCH    2 0
 QO0322
 QO0322.Superseded values are not recommended for survey control.
 QO0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0322.See file dsdata.txt to determine how the superseded data were derived.
 QO0322
 QO0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL025833(NAD 83)
 QO0322_MARKER: DD = SURVEY DISK
 QO0322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0322_SP_SET: ABUTMENT
 QO0322_STAMPING: 5880 P 1961
 QO0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0322
 QO0322  HISTORY     - Date     Condition        Report By
 QO0322  HISTORY     - 1961     MONUMENTED       MNDT
 QO0322  HISTORY     - 1974     GOOD             MNDT
 QO0322  HISTORY     - 19950923 GOOD             USPSQD
 QO0322
 QO0322                          STATION DESCRIPTION
 QO0322
 QO0322'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0322'7.6 MI S FROM HINCKLEY.
 QO0322'THE MARK IS LOCATED 7.9 MILES SOUTH ALONG FAI 35 FROM THE T.H. 23
 QO0322'BRIDGE OVER I-35 AT HINCKLEY.  IT IS IN THE SOUTHEAST CORNER
 QO0322'(ABUTMENT) OF BRIDGE 58806, COUNTY ROAD 14 OVER I-35, 19.0 FEET SOUTH
 QO0322'OF, AND 0.5 FEET HIGHER THAN THE CENTER OF COUNTY ROAD 14.  NOTE--
 QO0322'THIS MARK IS ALSO 5.7 MILES NORTH ALONG FAI 35 FROM THE T.H. 324
 QO0322'BRIDGE OVER I-35 AT PINE CITY.  NE 1/4 SECTION 4, T 39, R 21.
 QO0322
 QO0322                          STATION RECOVERY (1995)
 QO0322
 QO0322'RECOVERY NOTE BY US POWER SQUADRON 1995
 QO0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0547 ***********************************************************************
 RN0547  DESIGNATION -  5880 PP
 RN0547  PID         -  RN0547
 RN0547  STATE/COUNTY-  MN/PINE
 RN0547  USGS QUAD   -  WILLOW RIVER (1981)
 RN0547
 RN0547                         *CURRENT SURVEY CONTROL
 RN0547  ___________________________________________________________________
 RN0547* NAD 83(1986)-  46 16 49.     (N)    092 49 18.     (W)     SCALED    
 RN0547* NAVD 88     -       322.369  (meters)    1057.64   (feet)  ADJUSTED  
 RN0547  ___________________________________________________________________
 RN0547  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 RN0547  DYNAMIC HT  -         322.377 (meters)    1057.67  (feet)  COMP
 RN0547  MODELED GRAV-     980,630.2   (mgal)                       NAVD 88
 RN0547
 RN0547  VERT ORDER  -  SECOND    CLASS 0
 RN0547
 RN0547.The horizontal coordinates were scaled from a topographic map and have
 RN0547.an estimated accuracy of +/- 6 seconds.
 RN0547
 RN0547.The orthometric height was determined by differential leveling
 RN0547.and adjusted by the National Geodetic Survey in June 1991..
 RN0547
 RN0547.The geoid height was determined by GEOID03.
 RN0547
 RN0547.The dynamic height is computed by dividing the NAVD 88
 RN0547.geopotential number by the normal gravity value computed on the
 RN0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0547.degrees latitude (g = 980.6199 gals.).
 RN0547
 RN0547.The modeled gravity was interpolated from observed gravity values.
 RN0547
 RN0547;                    North         East    Units  Estimated Accuracy
 RN0547;SPC MN C     -   243,290.      910,070.      MT  (+/- 180 meters Scaled)
 RN0547
 RN0547                          SUPERSEDED SURVEY CONTROL
 RN0547
 RN0547  NGVD 29 (??/??/92)  322.240  (m)         1057.22   (f) ADJ UNCH    2 0
 RN0547
 RN0547.Superseded values are not recommended for survey control.
 RN0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0547.See file dsdata.txt to determine how the superseded data were derived.
 RN0547
 RN0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM137252(NAD 83)
 RN0547_MARKER: DD = SURVEY DISK
 RN0547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0547_SP_SET: CONCRETE BASE
 RN0547_STAMPING: 5880-PP 19
 RN0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0547
 RN0547  HISTORY     - Date     Condition        Report By
 RN0547  HISTORY     - UNK      MONUMENTED       MNDT
 RN0547  HISTORY     - 1971     GOOD             MNDT
 RN0547
 RN0547                          STATION DESCRIPTION
 RN0547
 RN0547'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0547'2.6 MI SE FROM WILLOW RIVER.
 RN0547'MARK IS LOCATED 0.6 MILES EAST ALONG COUNTY ROAD 43 FROM THE JUNCTION
 RN0547'OF COUNTY ROAD 43 AND COUNTY ROAD 61 IN WILLOW RIVER, THENCE, 2.5
 RN0547'MILES SOUTH ALONG FAI 35, 1.6 MILES NORTH OF COUNTY ROAD 33, 52 FEET
 RN0547'EAST OF THE CENTERLINE OF NORTHBOUND FAI 35 AT MILE POINT 202.9, IN
 RN0547'THE CONCRETE BASE OF THE WEST LEG OF A HIGHWAY INFORMATION SIGN.  NW
 RN0547'1/4 SECTION 24, T 44N, R 20W.  NOTE-- THIS MARK IS ALSO 2.6 MILES
 RN0547'NORTHEAST OF RUTLEDGE, 2 MILES EAST ALONG COUNTY ROAD 33 FROM THE
 RN0547'JUNCTION OF COUNTY ROAD 33 AND COUNTY ROAD 61, THENCE, 1.6 MILES NORTH
 RN0547'ALONG FAI 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0317 ***********************************************************************
 QO0317  DESIGNATION -  5880 Q
 QO0317  PID         -  QO0317
 QO0317  STATE/COUNTY-  MN/PINE
 QO0317  USGS QUAD   -  BEROUN (1983)
 QO0317
 QO0317                         *CURRENT SURVEY CONTROL
 QO0317  ___________________________________________________________________
 QO0317* NAD 83(1986)-  45 55 39.     (N)    092 57 59.     (W)     SCALED    
 QO0317* NAVD 88     -       295.255  (meters)     968.68   (feet)  ADJUSTED  
 QO0317  ___________________________________________________________________
 QO0317  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 QO0317  DYNAMIC HT  -         295.258 (meters)     968.69  (feet)  COMP
 QO0317  MODELED GRAV-     980,614.6   (mgal)                       NAVD 88
 QO0317
 QO0317  VERT ORDER  -  SECOND    CLASS 0
 QO0317
 QO0317.The horizontal coordinates were scaled from a topographic map and have
 QO0317.an estimated accuracy of +/- 6 seconds.
 QO0317
 QO0317.The orthometric height was determined by differential leveling
 QO0317.and adjusted by the National Geodetic Survey in June 1991..
 QO0317
 QO0317.The geoid height was determined by GEOID03.
 QO0317
 QO0317.The dynamic height is computed by dividing the NAVD 88
 QO0317.geopotential number by the normal gravity value computed on the
 QO0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0317.degrees latitude (g = 980.6199 gals.).
 QO0317
 QO0317.The modeled gravity was interpolated from observed gravity values.
 QO0317
 QO0317;                    North         East    Units  Estimated Accuracy
 QO0317;SPC MN C     -   203,900.      899,550.      MT  (+/- 180 meters Scaled)
 QO0317
 QO0317                          SUPERSEDED SURVEY CONTROL
 QO0317
 QO0317  NGVD 29 (??/??/92)  295.172  (m)          968.41   (f) ADJ UNCH    2 0
 QO0317
 QO0317.Superseded values are not recommended for survey control.
 QO0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0317.See file dsdata.txt to determine how the superseded data were derived.
 QO0317
 QO0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL026859(NAD 83)
 QO0317_MARKER: DD = SURVEY DISK
 QO0317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0317_SP_SET: CULVERT
 QO0317_STAMPING: 5880 Q 1961
 QO0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0317
 QO0317  HISTORY     - Date     Condition        Report By
 QO0317  HISTORY     - 1961     MONUMENTED       MNDT
 QO0317  HISTORY     - 1974     GOOD             MNDT
 QO0317
 QO0317                          STATION DESCRIPTION
 QO0317
 QO0317'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0317'6.1 MI S FROM HINCKLEY.
 QO0317'THE MARK IS LOCATED 6.4 MILES SOUTH ALONG FAI 35 FROM THE T.H. 23
 QO0317'BRIDGE OVER I-35 AT HINCKLEY AND 1.5 MILES NORTH OF THE COUNTY ROAD 14
 QO0317'EXIT TO BEROUN.  IT IS 33.3 FEET WEST OF, AND 3 FEET LOWER THAN THE
 QO0317'CENTERLINE OF SOUTHBOUND I-35 AT MILEPOINT 176.8 (STATION 812 + 50),
 QO0317'AND 1.1 FEET SOUTHWEST OF A STEEL GUARD POST.  IT IS CEMENTED IN THE
 QO0317'NORTH END OF THE WEST HEADWALL OF A TRIPLE BOX CULVERT (NO. 91010)
 QO0317'UNDER SOUTHBOUND I-35 AT MISSION CREEK.  SE 1/4 SECTION 28, T40, R 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0316 ***********************************************************************
 QO0316  DESIGNATION -  5880 Q 2
 QO0316  PID         -  QO0316
 QO0316  STATE/COUNTY-  MN/PINE
 QO0316  USGS QUAD   -  BEROUN (1983)
 QO0316
 QO0316                         *CURRENT SURVEY CONTROL
 QO0316  ___________________________________________________________________
 QO0316* NAD 83(1986)-  45 56 13.     (N)    092 57 56.     (W)     SCALED    
 QO0316* NAVD 88     -       295.307  (meters)     968.85   (feet)  ADJUSTED  
 QO0316  ___________________________________________________________________
 QO0316  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 QO0316  DYNAMIC HT  -         295.309 (meters)     968.86  (feet)  COMP
 QO0316  MODELED GRAV-     980,616.0   (mgal)                       NAVD 88
 QO0316
 QO0316  VERT ORDER  -  SECOND    CLASS 0
 QO0316
 QO0316.The horizontal coordinates were scaled from a topographic map and have
 QO0316.an estimated accuracy of +/- 6 seconds.
 QO0316
 QO0316.The orthometric height was determined by differential leveling
 QO0316.and adjusted by the National Geodetic Survey in June 1991..
 QO0316
 QO0316.The geoid height was determined by GEOID03.
 QO0316
 QO0316.The dynamic height is computed by dividing the NAVD 88
 QO0316.geopotential number by the normal gravity value computed on the
 QO0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0316.degrees latitude (g = 980.6199 gals.).
 QO0316
 QO0316.The modeled gravity was interpolated from observed gravity values.
 QO0316
 QO0316;                    North         East    Units  Estimated Accuracy
 QO0316;SPC MN C     -   204,950.      899,600.      MT  (+/- 180 meters Scaled)
 QO0316
 QO0316                          SUPERSEDED SURVEY CONTROL
 QO0316
 QO0316  NGVD 29 (??/??/92)  295.223  (m)          968.58   (f) ADJ UNCH    2 0
 QO0316
 QO0316.Superseded values are not recommended for survey control.
 QO0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0316.See file dsdata.txt to determine how the superseded data were derived.
 QO0316
 QO0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL026870(NAD 83)
 QO0316_MARKER: DD = SURVEY DISK
 QO0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0316_STAMPING: 5880 Q 2 1970
 QO0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0316+STABILITY: SURFACE MOTION
 QO0316
 QO0316  HISTORY     - Date     Condition        Report By
 QO0316  HISTORY     - 1970     MONUMENTED       MNDT
 QO0316  HISTORY     - 1974     GOOD             MNDT
 QO0316
 QO0316                          STATION DESCRIPTION
 QO0316
 QO0316'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0316'5.7 MI S FROM HINCKLEY.
 QO0316'THE MARK IS LOCATED 5.8 MILES SOUTH ALONG FAI 35 FROM THE T.H. 23
 QO0316'BRIDGE OVER I-35 AT HINCKLEY AND 3 MILES NORTH OF THE COUNTY ROAD 14
 QO0316'EXIT TO BEROUN, IN THE FAI 35 MEDIAN, ABOUT 100 FEET NORTH OF THE
 QO0316'EXTENDED CENTER OF A TERMINATED ROAD.  IT IS 150 FEET WEST OF THE
 QO0316'NORTH BOUND CENTERLINE OF I-35 AT MILE POINT 177.35, (STATION 840),
 QO0316'129 FEET EAST OF THE SOUTH BOUND CENTERLINE, 72.0 FEET NORTH OF A
 QO0316'POWER POLE ON AN EAST-WEST LINE CROSSING.  IT IS 1.9 FEET SOUTH OF A
 QO0316'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE (MAGNETIC) MONUMENT
 QO0316'AND PROJECTING 0.3 INCHES ABOVE GROUND.  SE 1/4 SECTION 21, T 40, R21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0315 ***********************************************************************
 QO0315  DESIGNATION -  5880 Q 3
 QO0315  PID         -  QO0315
 QO0315  STATE/COUNTY-  MN/PINE
 QO0315  USGS QUAD   -  BEROUN (1983)
 QO0315
 QO0315                         *CURRENT SURVEY CONTROL
 QO0315  ___________________________________________________________________
 QO0315* NAD 83(1996)-  45 56 50.55190(N)    092 57 49.24464(W)     ADJUSTED  
 QO0315* NAVD 88     -       296.876  (meters)     974.00   (feet)  ADJUSTED  
 QO0315  ___________________________________________________________________
 QO0315  X           -    -229,701.130 (meters)                     COMP
 QO0315  Y           -  -4,436,771.078 (meters)                     COMP
 QO0315  Z           -   4,561,375.995 (meters)                     COMP
 QO0315  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 QO0315  ELLIP HEIGHT-         269.40  (meters)          (05/27/03) GPS OBS
 QO0315  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 QO0315  DYNAMIC HT  -         296.879 (meters)     974.01  (feet)  COMP
 QO0315  MODELED GRAV-     980,617.6   (mgal)                       NAVD 88
 QO0315
 QO0315  HORZ ORDER  -  FIRST
 QO0315  VERT ORDER  -  SECOND    CLASS 0
 QO0315  ELLP ORDER  -  THIRD     CLASS I
 QO0315
 QO0315.The horizontal coordinates were established by GPS observations
 QO0315.and adjusted by the MN DEPT OF TRANSP in May 2003..
 QO0315
 QO0315.The orthometric height was determined by differential leveling
 QO0315.and adjusted by the National Geodetic Survey in June 1991..
 QO0315
 QO0315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0315
 QO0315.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0315
 QO0315.The ellipsoidal height was determined by GPS observations
 QO0315.and is referenced to NAD 83.
 QO0315
 QO0315.The geoid height was determined by GEOID03.
 QO0315
 QO0315.The dynamic height is computed by dividing the NAVD 88
 QO0315.geopotential number by the normal gravity value computed on the
 QO0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0315.degrees latitude (g = 980.6199 gals.).
 QO0315
 QO0315.The modeled gravity was interpolated from observed gravity values.
 QO0315
 QO0315;                    North         East     Units Scale Factor Converg.
 QO0315;SPC MN C     -   206,106.883   899,727.192   MT  0.99994477   +0 55 49.8
 QO0315;UTM  15      - 5,088,201.221   502,815.079   MT  0.99960010   +0 01 34.0
 QO0315
 QO0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0315!SPC MN C     -   0.99995777  x   0.99994477  =   0.99990254
 QO0315!UTM  15      -   0.99995777  x   0.99960010  =   0.99955789
 QO0315
 QO0315                          SUPERSEDED SURVEY CONTROL
 QO0315
 QO0315  NAVD 88 (05/27/03)  296.88   (m)          974.0    (f) LEVELING    3  
 QO0315  NGVD 29 (??/??/92)  296.791  (m)          973.72   (f) ADJ UNCH    2 0
 QO0315
 QO0315.Superseded values are not recommended for survey control.
 QO0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0315.See file dsdata.txt to determine how the superseded data were derived.
 QO0315
 QO0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0281588201(NAD 83)
 QO0315_MARKER: DD = SURVEY DISK
 QO0315_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0315_STAMPING: 5880 Q 3 1970
 QO0315_MARK LOGO: MNDT  
 QO0315_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0315+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2000
 QO0315
 QO0315  HISTORY     - Date     Condition        Report By
 QO0315  HISTORY     - 1970     MONUMENTED       MNDT
 QO0315  HISTORY     - 1974     GOOD             MNDT
 QO0315  HISTORY     - 20000426 GOOD             MNDT
 QO0315
 QO0315                          STATION DESCRIPTION
 QO0315
 QO0315'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0315'4.6 MI S FROM HINCKLEY.
 QO0315'THE MARK IS LOCATED 4.9 MILES SOUTH ALONG FAI 35 FROM THE T.H. 23
 QO0315'BRIDGE OVER I-35 AT HINCKLEY AND 2.1 MILES SOUTH OF THE T.H. 23 (WEST)
 QO0315'BRIDGE OVER I-35, IN THE FAI 35 MEDIAN.  IT IS 100 FEET EAST OF THE
 QO0315'SOUTHBOUND CENTERLINE AND 100 FEET WEST OF THE NORTHBOUND CENTERLINE
 QO0315'AT I-35 MILE POINT 178.3 (STATION 892) ALONG THE EXTENDED CENTER OF
 QO0315'TERMINATED TOWNSHIP ROADS EAST AND WEST, 85 FEET SOUTH OF A 2 FOOT
 QO0315'HIGH EARTH DITCH BLOCK AND 51 FEET SOUTH OF AN EAST-WEST POWER LINE
 QO0315'CROSSING.  IT IS 1.5 FEET SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT
 QO0315'PRECAST CONCRETE (MAGNETIC) MONUMENT SET FLUSH WITH THE GROUND. NE 1/4
 QO0315'SECTION 21, T 40, R21.
 QO0315
 QO0315                          STATION RECOVERY (2000)
 QO0315
 QO0315'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MBR)
 QO0315'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0314 ***********************************************************************
 QO0314  DESIGNATION -  5880 Q 4
 QO0314  PID         -  QO0314
 QO0314  STATE/COUNTY-  MN/PINE
 QO0314  USGS QUAD   -  BEROUN (1983)
 QO0314
 QO0314                         *CURRENT SURVEY CONTROL
 QO0314  ___________________________________________________________________
 QO0314* NAD 83(1986)-  45 57 40.     (N)    092 57 31.     (W)     SCALED    
 QO0314* NAVD 88     -       299.216  (meters)     981.68   (feet)  ADJUSTED  
 QO0314  ___________________________________________________________________
 QO0314  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 QO0314  DYNAMIC HT  -         299.220 (meters)     981.69  (feet)  COMP
 QO0314  MODELED GRAV-     980,619.7   (mgal)                       NAVD 88
 QO0314
 QO0314  VERT ORDER  -  SECOND    CLASS 0
 QO0314
 QO0314.The horizontal coordinates were scaled from a topographic map and have
 QO0314.an estimated accuracy of +/- 6 seconds.
 QO0314
 QO0314.The orthometric height was determined by differential leveling
 QO0314.and adjusted by the National Geodetic Survey in June 1991..
 QO0314
 QO0314.The geoid height was determined by GEOID03.
 QO0314
 QO0314.The dynamic height is computed by dividing the NAVD 88
 QO0314.geopotential number by the normal gravity value computed on the
 QO0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0314.degrees latitude (g = 980.6199 gals.).
 QO0314
 QO0314.The modeled gravity was interpolated from observed gravity values.
 QO0314
 QO0314;                    North         East    Units  Estimated Accuracy
 QO0314;SPC MN C     -   207,640.      900,100.      MT  (+/- 180 meters Scaled)
 QO0314
 QO0314                          SUPERSEDED SURVEY CONTROL
 QO0314
 QO0314  NGVD 29 (??/??/92)  299.131  (m)          981.40   (f) ADJ UNCH    2 0
 QO0314
 QO0314.Superseded values are not recommended for survey control.
 QO0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0314.See file dsdata.txt to determine how the superseded data were derived.
 QO0314
 QO0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL032897(NAD 83)
 QO0314_MARKER: DD = SURVEY DISK
 QO0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0314_SP_SET: BASE
 QO0314_STAMPING: 5880 Q 4 1970
 QO0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0314
 QO0314  HISTORY     - Date     Condition        Report By
 QO0314  HISTORY     - 1970     MONUMENTED       MNDT
 QO0314  HISTORY     - 1974     GOOD             MNDT
 QO0314
 QO0314                          STATION DESCRIPTION
 QO0314
 QO0314'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0314'3.7 MI S FROM HINCKLEY.
 QO0314'THE MARK IS LOCATED 3.8 MILES SOUTH ALONG FAI 35 FROM THE T.H. 23
 QO0314'BRIDGE OVER I-35 AT HINCKLEY AND 1.05 MILES SOUTH OF THE T.H. 23 WEST
 QO0314'BRIDGE.  IT IS 56.2 FEET EAST OF AND 1 FOOT LOWER THAN THE NORTH BOUND
 QO0314'I-35 CENTER LINE AT A STENCIL IN THE CONCRETE 945 AND AT MILE POINT
 QO0314'179.3, 83 FEET SOUTH OF THE EXTENDED CENTER OF A TOWNSHIP ROAD EAST.
 QO0314'IT IS 2 FEET EAST OF A STEEL WITNESS POST, CEMENTED IN THE CONCRETE
 QO0314'BASE OF THE WEST LEG OF AN INFORMATION SIGN 23-61 MORA EXIT 1 MILE. NW
 QO0314'1/4 SECTION 15, T 40, R 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0542 ***********************************************************************
 RN0542  DESIGNATION -  5880 QQ
 RN0542  PID         -  RN0542
 RN0542  STATE/COUNTY-  MN/PINE
 RN0542  USGS QUAD   -  WILLOW RIVER (1981)
 RN0542
 RN0542                         *CURRENT SURVEY CONTROL
 RN0542  ___________________________________________________________________
 RN0542* NAD 83(1986)-  46 18 54.     (N)    092 49 42.     (W)     SCALED    
 RN0542* NAVD 88     -       328.114  (meters)    1076.49   (feet)  ADJUSTED  
 RN0542  ___________________________________________________________________
 RN0542  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 RN0542  DYNAMIC HT  -         328.123 (meters)    1076.52  (feet)  COMP
 RN0542  MODELED GRAV-     980,632.9   (mgal)                       NAVD 88
 RN0542
 RN0542  VERT ORDER  -  SECOND    CLASS 0
 RN0542
 RN0542.The horizontal coordinates were scaled from a topographic map and have
 RN0542.an estimated accuracy of +/- 6 seconds.
 RN0542
 RN0542.The orthometric height was determined by differential leveling
 RN0542.and adjusted by the National Geodetic Survey in June 1991..
 RN0542
 RN0542.The geoid height was determined by GEOID03.
 RN0542
 RN0542.The dynamic height is computed by dividing the NAVD 88
 RN0542.geopotential number by the normal gravity value computed on the
 RN0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0542.degrees latitude (g = 980.6199 gals.).
 RN0542
 RN0542.The modeled gravity was interpolated from observed gravity values.
 RN0542
 RN0542;                    North         East    Units  Estimated Accuracy
 RN0542;SPC MN C     -   247,140.      909,490.      MT  (+/- 180 meters Scaled)
 RN0542
 RN0542                          SUPERSEDED SURVEY CONTROL
 RN0542
 RN0542  NGVD 29 (??/??/92)  327.993  (m)         1076.09   (f) ADJ UNCH    2 0
 RN0542
 RN0542.Superseded values are not recommended for survey control.
 RN0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0542.See file dsdata.txt to determine how the superseded data were derived.
 RN0542
 RN0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM132290(NAD 83)
 RN0542_MARKER: DD = SURVEY DISK
 RN0542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0542_SP_SET: ABUTMENT
 RN0542_STAMPING: 5880-QQ 1970
 RN0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0542
 RN0542  HISTORY     - Date     Condition        Report By
 RN0542  HISTORY     - 1970     MONUMENTED       MNDT
 RN0542  HISTORY     - 1971     GOOD             MNDT
 RN0542  HISTORY     - 19920822 GOOD             USPSQD
 RN0542
 RN0542                          STATION DESCRIPTION
 RN0542
 RN0542'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0542'0.6 MI E FROM WILLOW RIVER.
 RN0542'MARK IS LOCATED 0.6 MILES EAST ALONG COUNTY ROAD 43, FROM THE JUNCTION
 RN0542'OF COUNTY ROAD 43 AND COUNTY ROAD 61 IN WILLOW RIVER, IN THE SOUTHEAST
 RN0542'CORNER (ABUTMENT) OF BRIDGE NO. 58812, COUNTY ROAD 43 OVER FAI 35 AT
 RN0542'MILE POINT 205.44 (STATION 2317+94).  NE 1/4 SECTION 11, T 44N, R 20W.
 RN0542
 RN0542                          STATION RECOVERY (1992)
 RN0542
 RN0542'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0318 ***********************************************************************
 QO0318  DESIGNATION -  5880 R
 QO0318  PID         -  QO0318
 QO0318  STATE/COUNTY-  MN/PINE
 QO0318  USGS QUAD   -  BEROUN (1983)
 QO0318
 QO0318                         *CURRENT SURVEY CONTROL
 QO0318  ___________________________________________________________________
 QO0318* NAD 83(1986)-  45 55 42.     (N)    092 57 57.     (W)     SCALED    
 QO0318* NAVD 88     -       295.312  (meters)     968.87   (feet)  ADJUSTED  
 QO0318  ___________________________________________________________________
 QO0318  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 QO0318  DYNAMIC HT  -         295.315 (meters)     968.88  (feet)  COMP
 QO0318  MODELED GRAV-     980,614.7   (mgal)                       NAVD 88
 QO0318
 QO0318  VERT ORDER  -  SECOND    CLASS 0
 QO0318
 QO0318.The horizontal coordinates were scaled from a topographic map and have
 QO0318.an estimated accuracy of +/- 6 seconds.
 QO0318
 QO0318.The orthometric height was determined by differential leveling
 QO0318.and adjusted by the National Geodetic Survey in June 1991..
 QO0318
 QO0318.The geoid height was determined by GEOID03.
 QO0318
 QO0318.The dynamic height is computed by dividing the NAVD 88
 QO0318.geopotential number by the normal gravity value computed on the
 QO0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0318.degrees latitude (g = 980.6199 gals.).
 QO0318
 QO0318.The modeled gravity was interpolated from observed gravity values.
 QO0318
 QO0318;                    North         East    Units  Estimated Accuracy
 QO0318;SPC MN C     -   203,990.      899,600.      MT  (+/- 180 meters Scaled)
 QO0318
 QO0318                          SUPERSEDED SURVEY CONTROL
 QO0318
 QO0318  NGVD 29 (??/??/92)  295.230  (m)          968.60   (f) ADJ UNCH    2 0
 QO0318
 QO0318.Superseded values are not recommended for survey control.
 QO0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0318.See file dsdata.txt to determine how the superseded data were derived.
 QO0318
 QO0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL026860(NAD 83)
 QO0318_MARKER: DD = SURVEY DISK
 QO0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0318_SP_SET: CULVERT
 QO0318_STAMPING: 5880 R 1961
 QO0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0318
 QO0318  HISTORY     - Date     Condition        Report By
 QO0318  HISTORY     - 1961     MONUMENTED       MNDT
 QO0318  HISTORY     - 1974     GOOD             MNDT
 QO0318
 QO0318                          STATION DESCRIPTION
 QO0318
 QO0318'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0318'6.1 MI S FROM HINCKLEY.
 QO0318'THE MARK IS LOCATED 6.4 MILES SOUTH ALONG FAI 35 FROM THE T.H. 23
 QO0318'BRIDGE OVER I-35 AT HINCKLEY AND 1.5 MILES NORTH OF THE COUNTY ROAD 14
 QO0318'EXIT TO BEROUN.  IT IS LOCATED 31.8 FEET EAST OF, AND 3 FEET LOWER
 QO0318'THAN THE CENTERLINE OF NORTHBOUND I-35 AT MILE POINT 176.8 (STATION
 QO0318'812 + 31), AND 1.6 FEET NORTH OF A STEEL GUARD POST.  IT IS CEMENTED
 QO0318'IN THE SOUTH END OF THE EAST HEADWALL OF A TRIPLE BOX CULVERT (NO.
 QO0318'91010) UNDER NORTHBOUND I-35 AT MISSION CREEK.  SE 1/4 SECTION 28,
 QO0318'T40, R21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0538 ***********************************************************************
 RN0538  DESIGNATION -  5880 RR
 RN0538  PID         -  RN0538
 RN0538  STATE/COUNTY-  MN/PINE
 RN0538  USGS QUAD   -  WILLOW RIVER (1981)
 RN0538
 RN0538                         *CURRENT SURVEY CONTROL
 RN0538  ___________________________________________________________________
 RN0538* NAD 83(1996)-  46 19 51.60350(N)    092 49 14.23394(W)     ADJUSTED  
 RN0538* NAVD 88     -       320.801  (meters)    1052.49   (feet)  ADJUSTED  
 RN0538  ___________________________________________________________________
 RN0538  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 RN0538  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 RN0538  DYNAMIC HT  -         320.810 (meters)    1052.52  (feet)  COMP
 RN0538  MODELED GRAV-     980,633.9   (mgal)                       NAVD 88
 RN0538
 RN0538  HORZ ORDER  -  SECOND
 RN0538  VERT ORDER  -  SECOND    CLASS 0
 RN0538
 RN0538.The horizontal coordinates were established by classical geodetic methods
 RN0538.and adjusted by the National Geodetic Survey in March 1999..
 RN0538
 RN0538.The orthometric height was determined by differential leveling
 RN0538.and adjusted by the National Geodetic Survey in June 1991..
 RN0538
 RN0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0538
 RN0538.The geoid height was determined by GEOID03.
 RN0538
 RN0538.The dynamic height is computed by dividing the NAVD 88
 RN0538.geopotential number by the normal gravity value computed on the
 RN0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0538.degrees latitude (g = 980.6199 gals.).
 RN0538
 RN0538.The modeled gravity was interpolated from observed gravity values.
 RN0538
 RN0538;                    North         East     Units Scale Factor Converg.
 RN0538;SPC MN C     -   248,928.599   910,047.794   MT  0.99992202   +1 02 02.4
 RN0538;UTM  15      - 5,130,840.673   513,806.709   MT  0.99960234   +0 07 47.1
 RN0538
 RN0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0538!SPC MN C     -   0.99995406  x   0.99992202  =   0.99987608
 RN0538!UTM  15      -   0.99995406  x   0.99960234  =   0.99955642
 RN0538
 RN0538                          SUPERSEDED SURVEY CONTROL
 RN0538
 RN0538  NAD 83(1996)-  46 19 51.59959(N)    092 49 14.22826(W) AD(       ) 2
 RN0538  NAD 83(1986)-  46 19 51.59949(N)    092 49 14.22815(W) AD(       ) 2
 RN0538  NGVD 29 (??/??/92)  320.678  (m)         1052.09   (f) ADJ UNCH    2 0
 RN0538
 RN0538.Superseded values are not recommended for survey control.
 RN0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0538.See file dsdata.txt to determine how the superseded data were derived.
 RN0538
 RN0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1380730841(NAD 83)
 RN0538_MARKER: DD = SURVEY DISK
 RN0538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0538_SP_SET: BRIDGE
 RN0538_STAMPING: 5880-RR 1970
 RN0538_MARK LOGO: MNHD  
 RN0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0538
 RN0538  HISTORY     - Date     Condition        Report By
 RN0538  HISTORY     - 1966     MONUMENTED       MNHD
 RN0538  HISTORY     - 1971     GOOD             MNDT
 RN0538  HISTORY     - 1985     GOOD             USPSQD
 RN0538
 RN0538                          STATION DESCRIPTION
 RN0538
 RN0538'DESCRIBED BY MN HIGHWAY DEPT 1966
 RN0538'BENSON MNHD IS LOCATED ABOUT 0.5 MILES EAST OF THE TOWN OF WILLOW
 RN0538'RIVER IN THE SE 1/4 OF SECTION 2, T44N, R20W NEAR THE NW RAMP
 RN0538'OF THE F.A.I. 35 INTERCHANGE AT WILLOW RIVER.
 RN0538'
 RN0538'THE AZIMUTH MARK IS A STANDARD MHD BENCH MARK DISK SET IN THE
 RN0538'SE CORNER OF BRIDGE NO. 58812 (NORTHBOUND LANE F.A.I. 35
 RN0538'OVER THE WILLOW RIVER).
 RN0538'
 RN0538'TO REACH THE AZ MK FROM STATION BENSON MNHD GO NORTH ON F.A.I.
 RN0538'35 FOR 1.0 MILE TO MARK ON RIGHT.
 RN0538'
 RN0538
 RN0538                          STATION RECOVERY (1971)
 RN0538
 RN0538'RECOVERY NOTE BY MN DEPT OF TRANSP 1971
 RN0538'1.4 MI NE FROM WILLOW RIVER.
 RN0538'MARK IS LOCATED 0.6 MILES EAST ALONG COUNTY ROAD 43 FROM THE JUNCTION
 RN0538'OF COUNTY ROAD 43 AND COUNTY ROAD 61 IN WILLOW RIVER, THENCE, 1.0
 RN0538'MILES NORTH ALONG FAI 35, 1.2 MILES SOUTH OF THE DAGO LAKE ROAD
 RN0538'OVERPASS IN THE SOUTHEAST CORNER OF BRIDGE NO. 58812, NORTHBOUND FAI
 RN0538'35 AT MILE POINT 206.5 (STATION 2374 + 28) OVER THE WILLOW RIVER.  NW
 RN0538'1/4 SECTION 1, T 44N, R 20W.
 RN0538
 RN0538                          STATION RECOVERY (1985)
 RN0538
 RN0538'RECOVERY NOTE BY US POWER SQUADRON 1985
 RN0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0309 ***********************************************************************
 QO0309  DESIGNATION -  5880 S
 QO0309  PID         -  QO0309
 QO0309  STATE/COUNTY-  MN/PINE
 QO0309  USGS QUAD   -  BEROUN (1983)
 QO0309
 QO0309                         *CURRENT SURVEY CONTROL
 QO0309  ___________________________________________________________________
 QO0309* NAD 83(1986)-  45 58 36.     (N)    092 57 14.     (W)     SCALED    
 QO0309* NAVD 88     -       311.576  (meters)    1022.23   (feet)  ADJUSTED  
 QO0309  ___________________________________________________________________
 QO0309  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 QO0309  DYNAMIC HT  -         311.581 (meters)    1022.25  (feet)  COMP
 QO0309  MODELED GRAV-     980,621.7   (mgal)                       NAVD 88
 QO0309
 QO0309  VERT ORDER  -  SECOND    CLASS 0
 QO0309
 QO0309.The horizontal coordinates were scaled from a topographic map and have
 QO0309.an estimated accuracy of +/- 6 seconds.
 QO0309
 QO0309.The orthometric height was determined by differential leveling
 QO0309.and adjusted by the National Geodetic Survey in June 1991..
 QO0309
 QO0309.The geoid height was determined by GEOID03.
 QO0309
 QO0309.The dynamic height is computed by dividing the NAVD 88
 QO0309.geopotential number by the normal gravity value computed on the
 QO0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0309.degrees latitude (g = 980.6199 gals.).
 QO0309
 QO0309.The modeled gravity was interpolated from observed gravity values.
 QO0309
 QO0309;                    North         East    Units  Estimated Accuracy
 QO0309;SPC MN C     -   209,370.      900,430.      MT  (+/- 180 meters Scaled)
 QO0309
 QO0309                          SUPERSEDED SURVEY CONTROL
 QO0309
 QO0309  NGVD 29 (??/??/92)  311.490  (m)         1021.95   (f) ADJ UNCH    2 0
 QO0309
 QO0309.Superseded values are not recommended for survey control.
 QO0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0309.See file dsdata.txt to determine how the superseded data were derived.
 QO0309
 QO0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL035914(NAD 83)
 QO0309_MARKER: DD = SURVEY DISK
 QO0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0309_SP_SET: ABUTMENT
 QO0309_STAMPING: 5880 S 1961
 QO0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0309
 QO0309  HISTORY     - Date     Condition        Report By
 QO0309  HISTORY     - 1961     MONUMENTED       MNDT
 QO0309  HISTORY     - 1974     GOOD             MNDT
 QO0309  HISTORY     - 1985     GOOD             USPSQD
 QO0309  HISTORY     - 1985     GOOD             USPSQD
 QO0309  HISTORY     - 19920717 GOOD             USPSQD
 QO0309
 QO0309                          STATION DESCRIPTION
 QO0309
 QO0309'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0309'2.6 MI S FROM HINCKLEY.
 QO0309'THE MARK IS LOCATED 2.7 MILES SOUTH ALONG FAI 35 FROM THE T.H. 23
 QO0309'BRIDGE OVER I-35 AT HINCKLEY.  IT IS 19.2 FEET NORTH OF, AND 0.5 FEET
 QO0309'HIGHER THAN THE T.H. 23 CENTERLINE AT I-35 MILEPOINT 180.4 (I-35
 QO0309'STATION 1000 + 40).  IT IS IN THE NORTHEAST CORNER (ABUTMENT) OF
 QO0309'BRIDGE NO. 9782, T.H. 23 OVER FAI 35.  SW 1/4 SECTION 3, T 40, R 21.
 QO0309
 QO0309                          STATION RECOVERY (1985)
 QO0309
 QO0309'RECOVERY NOTE BY US POWER SQUADRON 1985
 QO0309'MARK IS NORTHEAST CORNER MN HWY. 23 BRIDGE OVER INTERSTATE 35.
 QO0309
 QO0309                          STATION RECOVERY (1985)
 QO0309
 QO0309'RECOVERY NOTE BY US POWER SQUADRON 1985
 QO0309'MARK IS NORTHEAST CORNER MN HWY. 23 BRIDGE OVER INTERSTATE 35.
 QO0309
 QO0309                          STATION RECOVERY (1992)
 QO0309
 QO0309'RECOVERY NOTE BY US POWER SQUADRON 1992 (LLG)
 QO0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0532 ***********************************************************************
 RN0532  DESIGNATION -  5880 SS
 RN0532  PID         -  RN0532
 RN0532  STATE/COUNTY-  MN/PINE
 RN0532  USGS QUAD   -  WILLOW RIVER (1981)
 RN0532
 RN0532                         *CURRENT SURVEY CONTROL
 RN0532  ___________________________________________________________________
 RN0532* NAD 83(1986)-  46 20 45.     (N)    092 48 40.     (W)     SCALED    
 RN0532* NAVD 88     -       333.705  (meters)    1094.83   (feet)  ADJUSTED  
 RN0532  ___________________________________________________________________
 RN0532  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 RN0532  DYNAMIC HT  -         333.715 (meters)    1094.86  (feet)  COMP
 RN0532  MODELED GRAV-     980,634.6   (mgal)                       NAVD 88
 RN0532
 RN0532  VERT ORDER  -  SECOND    CLASS 0
 RN0532
 RN0532.The horizontal coordinates were scaled from a topographic map and have
 RN0532.an estimated accuracy of +/- 6 seconds.
 RN0532
 RN0532.The orthometric height was determined by differential leveling
 RN0532.and adjusted by the National Geodetic Survey in June 1991..
 RN0532
 RN0532.The geoid height was determined by GEOID03.
 RN0532
 RN0532.The dynamic height is computed by dividing the NAVD 88
 RN0532.geopotential number by the normal gravity value computed on the
 RN0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0532.degrees latitude (g = 980.6199 gals.).
 RN0532
 RN0532.The modeled gravity was interpolated from observed gravity values.
 RN0532
 RN0532;                    North         East    Units  Estimated Accuracy
 RN0532;SPC MN C     -   250,590.      910,750.      MT  (+/- 180 meters Scaled)
 RN0532
 RN0532                          SUPERSEDED SURVEY CONTROL
 RN0532
 RN0532  NGVD 29 (??/??/92)  333.579  (m)         1094.42   (f) ADJ UNCH    2 0
 RN0532
 RN0532.Superseded values are not recommended for survey control.
 RN0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0532.See file dsdata.txt to determine how the superseded data were derived.
 RN0532
 RN0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM145324(NAD 83)
 RN0532_MARKER: DD = SURVEY DISK
 RN0532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0532_SP_SET: ABUTMENT
 RN0532_STAMPING: 5880-SS 1970 DAGO-RM 2
 RN0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0532
 RN0532  HISTORY     - Date     Condition        Report By
 RN0532  HISTORY     - 1970     MONUMENTED       MNDT
 RN0532  HISTORY     - 1971     GOOD             MNDT
 RN0532  HISTORY     - 19920717 GOOD             USPSQD
 RN0532  HISTORY     - 19920822 GOOD             USPSQD
 RN0532
 RN0532                          STATION DESCRIPTION
 RN0532
 RN0532'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0532'2.5 MI NE FROM WILLOW RIVER.
 RN0532'MARK IS LOCATED 0.6 MILES EAST ALONG COUNTY ROAD 43 FROM THE JUNCTION
 RN0532'OF COUNTY ROAD 43 AND COUNTY ROAD 61 IN WILLOW RIVER, THENCE, 2.2
 RN0532'MILES NORTH ALONG FAI 35, 2.3 MILES SOUTH OF COUNTY ROAD 46, IN THE
 RN0532'SOUTH EAST CORNER (ABUTMENT) OF BRIDGE NO. 58813, TOWNSHIP ROAD NO.
 RN0532'634 (DAGO LAKE ROAD) OVER FAI 35 AT MILE POINT NO. 205.4.  NE 1/4
 RN0532'SECTION 36, T 45N, R 20W.  NOTE-- THIS MARK IS ALSO 2.1 MILES NORTH
 RN0532'ALONG COUNTY ROAD 61 FROM THE JUNCTION OF COUNTY ROAD 61 AND COUNTY
 RN0532'ROAD 43 IN WILLOW RIVER, THENCE, 1.2 MILES EAST ALONG TOWNSHIP ROAD
 RN0532'634 (DAGO LAKE ROAD) TO THE FAI 35 OVERPASS.
 RN0532
 RN0532                          STATION RECOVERY (1992)
 RN0532
 RN0532'RECOVERY NOTE BY US POWER SQUADRON 1992 (FG)
 RN0532'RECOVERED IN GOOD CONDITION.
 RN0532
 RN0532                          STATION RECOVERY (1992)
 RN0532
 RN0532'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0308 ***********************************************************************
 QO0308  DESIGNATION -  5880 T
 QO0308  PID         -  QO0308
 QO0308  STATE/COUNTY-  MN/PINE
 QO0308  USGS QUAD   -  BEROUN (1983)
 QO0308
 QO0308                         *CURRENT SURVEY CONTROL
 QO0308  ___________________________________________________________________
 QO0308* NAD 83(1986)-  45 59 12.     (N)    092 56 42.     (W)     SCALED    
 QO0308* NAVD 88     -       318.362  (meters)    1044.49   (feet)  ADJUSTED  
 QO0308  ___________________________________________________________________
 QO0308  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 QO0308  DYNAMIC HT  -         318.368 (meters)    1044.51  (feet)  COMP
 QO0308  MODELED GRAV-     980,623.2   (mgal)                       NAVD 88
 QO0308
 QO0308  VERT ORDER  -  SECOND    CLASS 0
 QO0308
 QO0308.The horizontal coordinates were scaled from a topographic map and have
 QO0308.an estimated accuracy of +/- 6 seconds.
 QO0308
 QO0308.The orthometric height was determined by differential leveling
 QO0308.and adjusted by the National Geodetic Survey in June 1991..
 QO0308
 QO0308.The geoid height was determined by GEOID03.
 QO0308
 QO0308.The dynamic height is computed by dividing the NAVD 88
 QO0308.geopotential number by the normal gravity value computed on the
 QO0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0308.degrees latitude (g = 980.6199 gals.).
 QO0308
 QO0308.The modeled gravity was interpolated from observed gravity values.
 QO0308
 QO0308;                    North         East    Units  Estimated Accuracy
 QO0308;SPC MN C     -   210,500.      901,100.      MT  (+/- 180 meters Scaled)
 QO0308
 QO0308                          SUPERSEDED SURVEY CONTROL
 QO0308
 QO0308  NGVD 29 (??/??/92)  318.277  (m)         1044.21   (f) ADJ UNCH    2 0
 QO0308
 QO0308.Superseded values are not recommended for survey control.
 QO0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0308.See file dsdata.txt to determine how the superseded data were derived.
 QO0308
 QO0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL042925(NAD 83)
 QO0308_MARKER: DD = SURVEY DISK
 QO0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0308_SP_SET: ABUTMENT
 QO0308_STAMPING: 5880 T 1961
 QO0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0308
 QO0308  HISTORY     - Date     Condition        Report By
 QO0308  HISTORY     - 1961     MONUMENTED       MNDT
 QO0308  HISTORY     - 1974     GOOD             MNDT
 QO0308  HISTORY     - 19920719 GOOD             USPSQD
 QO0308
 QO0308                          STATION DESCRIPTION
 QO0308
 QO0308'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0308'1.8 MI S FROM HINCKLEY.
 QO0308'THE MARK IS LOCATED 2.0 MILES SOUTH ALONG FAI 35 FROM THE T.H. 23
 QO0308'BRIDGE OVER I-35 AT HINCKLEY AND 0.8 MILES NORTH OF THE WESTBOUND T.H.
 QO0308'23 BRIDGE.  IT IS 18.7 FEET EAST-SOUTHEAST OF THE NORTHBOUND I-35
 QO0308'CENTERLINE AT MILE POINT 181.15, 8.8 FEET SOUTHWEST OF THE WEST LEG OF
 QO0308'AN INFORMATION SIGN HINCKLEY 2 - DULUTH 79.  IT IS SET IN THE
 QO0308'NORTHEAST CORNER (ABUTMENT) OF BRIDGE 9784, NORTHBOUND I-35 OVER THE
 QO0308'BURLINGTON NORTHERN RAILROAD.  SW 1/4 SECTION 36, T 41, R 21.
 QO0308
 QO0308                          STATION RECOVERY (1992)
 QO0308
 QO0308'RECOVERY NOTE BY US POWER SQUADRON 1992 (FG)
 QO0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0531 ***********************************************************************
 RN0531  DESIGNATION -  5880 TT
 RN0531  PID         -  RN0531
 RN0531  STATE/COUNTY-  MN/PINE
 RN0531  USGS QUAD   -  WILLOW RIVER (1981)
 RN0531
 RN0531                         *CURRENT SURVEY CONTROL
 RN0531  ___________________________________________________________________
 RN0531* NAD 83(1986)-  46 21 14.     (N)    092 48 23.     (W)     SCALED    
 RN0531* NAVD 88     -       329.808  (meters)    1082.05   (feet)  ADJUSTED  
 RN0531  ___________________________________________________________________
 RN0531  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 RN0531  DYNAMIC HT  -         329.817 (meters)    1082.07  (feet)  COMP
 RN0531  MODELED GRAV-     980,635.1   (mgal)                       NAVD 88
 RN0531
 RN0531  VERT ORDER  -  SECOND    CLASS 0
 RN0531
 RN0531.The horizontal coordinates were scaled from a topographic map and have
 RN0531.an estimated accuracy of +/- 6 seconds.
 RN0531
 RN0531.The orthometric height was determined by differential leveling
 RN0531.and adjusted by the National Geodetic Survey in June 1991..
 RN0531
 RN0531.The geoid height was determined by GEOID03.
 RN0531
 RN0531.The dynamic height is computed by dividing the NAVD 88
 RN0531.geopotential number by the normal gravity value computed on the
 RN0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0531.degrees latitude (g = 980.6199 gals.).
 RN0531
 RN0531.The modeled gravity was interpolated from observed gravity values.
 RN0531
 RN0531;                    North         East    Units  Estimated Accuracy
 RN0531;SPC MN C     -   251,490.      911,100.      MT  (+/- 180 meters Scaled)
 RN0531
 RN0531                          SUPERSEDED SURVEY CONTROL
 RN0531
 RN0531  NGVD 29 (??/??/92)  329.681  (m)         1081.63   (f) ADJ UNCH    2 0
 RN0531
 RN0531.Superseded values are not recommended for survey control.
 RN0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0531.See file dsdata.txt to determine how the superseded data were derived.
 RN0531
 RN0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM148333(NAD 83)
 RN0531_MARKER: DD = SURVEY DISK
 RN0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0531_STAMPING: 5880-TT 1971
 RN0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0531+STABILITY: SURFACE MOTION
 RN0531
 RN0531  HISTORY     - Date     Condition        Report By
 RN0531  HISTORY     - 1971     MONUMENTED       MNDT
 RN0531  HISTORY     - 19920719 GOOD             USPSQD
 RN0531
 RN0531                          STATION DESCRIPTION
 RN0531
 RN0531'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0531'2.1 MI SE FROM STURGEON LAKE.
 RN0531'MARK IS LOCATED 1.6 MILES EAST ALONG COUNTY ROAD 46 FROM THE JUNCTION
 RN0531'OF COUNTY ROAD 46 AND COUNTY ROAD 61 IN STURGEON LAKE, THENCE, 1.6
 RN0531'MILES SOUTH ALONG FAI 35, 0.1 MILES NORTH OF THE EXIT FROM A REST
 RN0531'AREA, IN A CLEARING IN THE FAI 35 MEDIAN, NEAR A CULVERT UNDER
 RN0531'NORTHBOUND FAI 35, 150 FEET WEST OF THE CENTERLINE OF NORTHBOUND FAI
 RN0531'35 AT MILE POINT 208.2 (STATION 2466) 10 FEET SOUTHEAST OF A OAK TREE,
 RN0531'IN A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 25,
 RN0531'T 45N, R 20W.  NOTE-- THIS MARK IS ALSO 2.8 MILES NORTH OF THE WILLOW
 RN0531'RIVER INTERCHANGE AT COUNTY ROAD 43, 0.6 MILES EAST OF WILLOW RIVER.
 RN0531
 RN0531                          STATION RECOVERY (1992)
 RN0531
 RN0531'RECOVERY NOTE BY US POWER SQUADRON 1992 (LLG)
 RN0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0307 ***********************************************************************
 QO0307  DESIGNATION -  5880 U
 QO0307  PID         -  QO0307
 QO0307  STATE/COUNTY-  MN/PINE
 QO0307  USGS QUAD   -  BEROUN (1983)
 QO0307
 QO0307                         *CURRENT SURVEY CONTROL
 QO0307  ___________________________________________________________________
 QO0307* NAD 83(1986)-  45 59 52.     (N)    092 56 14.     (W)     SCALED    
 QO0307* NAVD 88     -       310.378  (meters)    1018.30   (feet)  ADJUSTED  
 QO0307  ___________________________________________________________________
 QO0307  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 QO0307  DYNAMIC HT  -         310.384 (meters)    1018.32  (feet)  COMP
 QO0307  MODELED GRAV-     980,624.8   (mgal)                       NAVD 88
 QO0307
 QO0307  VERT ORDER  -  SECOND    CLASS 0
 QO0307
 QO0307.The horizontal coordinates were scaled from a topographic map and have
 QO0307.an estimated accuracy of +/- 6 seconds.
 QO0307
 QO0307.The orthometric height was determined by differential leveling
 QO0307.and adjusted by the National Geodetic Survey in June 1991..
 QO0307
 QO0307.The geoid height was determined by GEOID03.
 QO0307
 QO0307.The dynamic height is computed by dividing the NAVD 88
 QO0307.geopotential number by the normal gravity value computed on the
 QO0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0307.degrees latitude (g = 980.6199 gals.).
 QO0307
 QO0307.The modeled gravity was interpolated from observed gravity values.
 QO0307
 QO0307;                    North         East    Units  Estimated Accuracy
 QO0307;SPC MN C     -   211,740.      901,690.      MT  (+/- 180 meters Scaled)
 QO0307
 QO0307                          SUPERSEDED SURVEY CONTROL
 QO0307
 QO0307  NGVD 29 (??/??/92)  310.294  (m)         1018.02   (f) ADJ UNCH    2 0
 QO0307
 QO0307.Superseded values are not recommended for survey control.
 QO0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0307.See file dsdata.txt to determine how the superseded data were derived.
 QO0307
 QO0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL048938(NAD 83)
 QO0307_MARKER: DB = BENCH MARK DISK
 QO0307_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0307_STAMPING: 5880 U 1961
 QO0307_MARK LOGO: MNHD  
 QO0307_PROJECTION: FLUSH
 QO0307_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0307+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2004
 QO0307
 QO0307  HISTORY     - Date     Condition        Report By
 QO0307  HISTORY     - 1961     MONUMENTED       MNHD
 QO0307  HISTORY     - 1974     GOOD             MNDT
 QO0307  HISTORY     - 19920719 MARK NOT FOUND   USPSQD
 QO0307  HISTORY     - 20041115 GOOD             MNDT
 QO0307
 QO0307                          STATION DESCRIPTION
 QO0307
 QO0307'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0307'1.0 MI S FROM HINCKLEY.
 QO0307'THE MARK IS LOCATED 1.0 MILES SOUTH ALONG FAI 35 FROM THE T.H. 23
 QO0307'BRIDGE OVER I-35 AT HINCKLEY.  IT IS 95.0 FEET EAST OF, AND 5 FEET
 QO0307'HIGHER THAN THE NORTHBOUND I-35 CENTERLINE (STATION 1087+50), 112 FEET
 QO0307'NORTHEAST OF MILE POST 112, 35 FEET NORTH OF THE EXTENDED CENTER OF
 QO0307'COUNTY ROAD 33 (DEADEND), 7.8 FEET NORTHWEST OF A POWER POLE, 4.7 FEET
 QO0307'WEST OF THE RIGHT OF WAY FENCE NEAR THE SOUTH END OF A ROW OF NORWAY
 QO0307'PINE TREES.  IT IS 0.5 FEET WEST OF A STEEL WITNESS POST, IN A 6 FOOT
 QO0307'PRECAST CONCRETE (MAGNETIC) MONUMENT PROJECTING 0.2 FEET ABOVE GROUND.
 QO0307'SE 1/4 SECTION 25, T 41, R 21.
 QO0307
 QO0307                          STATION RECOVERY (1992)
 QO0307
 QO0307'RECOVERY NOTE BY US POWER SQUADRON 1992 (LLG)
 QO0307'MARK NOT FOUND.
 QO0307
 QO0307                          STATION RECOVERY (2004)
 QO0307
 QO0307'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 QO0307'1.0 MILES SOUTH OF HINCKLEY, 95 FEET EAST OF NORTHBOUND INTERSTATE
 QO0307'HIGHWAY 35, 112 FEET NORTHEAST OF INTERSTATE HIGHWAY 35 MILEPOST 182,
 QO0307'35 FEET NORTH OF DEAD END COUNTY ROAD 33 EXTENDED, 7.8 FEET NORTHWEST
 QO0307'OF POWER POLE, 4.7 FEET WEST OF FENCE, AT THE INTERSECTION OF
 QO0307'NORTH-SOUTH AND EAST-WEST POWER LINES, 0.5 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0529 ***********************************************************************
 RN0529  DESIGNATION -  5880 UU
 RN0529  PID         -  RN0529
 RN0529  STATE/COUNTY-  MN/PINE
 RN0529  USGS QUAD   -  WILLOW RIVER (1981)
 RN0529
 RN0529                         *CURRENT SURVEY CONTROL
 RN0529  ___________________________________________________________________
 RN0529* NAD 83(1996)-  46 22 26.92228(N)    092 47 24.91245(W)     ADJUSTED  
 RN0529* NAVD 88     -       334.035  (meters)    1095.91   (feet)  ADJUSTED  
 RN0529  ___________________________________________________________________
 RN0529  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 RN0529  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 RN0529  DYNAMIC HT  -         334.046 (meters)    1095.95  (feet)  COMP
 RN0529  MODELED GRAV-     980,635.9   (mgal)                       NAVD 88
 RN0529
 RN0529  HORZ ORDER  -  SECOND
 RN0529  VERT ORDER  -  SECOND    CLASS 0
 RN0529
 RN0529.The horizontal coordinates were established by classical geodetic methods
 RN0529.and adjusted by the National Geodetic Survey in March 1999..
 RN0529
 RN0529.The orthometric height was determined by differential leveling
 RN0529.and adjusted by the National Geodetic Survey in June 1991..
 RN0529
 RN0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0529
 RN0529.The geoid height was determined by GEOID03.
 RN0529
 RN0529.The dynamic height is computed by dividing the NAVD 88
 RN0529.geopotential number by the normal gravity value computed on the
 RN0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0529.degrees latitude (g = 980.6199 gals.).
 RN0529
 RN0529.The modeled gravity was interpolated from observed gravity values.
 RN0529
 RN0529;                    North         East     Units Scale Factor Converg.
 RN0529;SPC MN C     -   253,765.873   912,297.116   MT  0.99992226   +1 03 21.5
 RN0529;UTM  15      - 5,135,640.316   516,131.342   MT  0.99960320   +0 09 06.6
 RN0529
 RN0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0529!SPC MN C     -   0.99995200  x   0.99992226  =   0.99987426
 RN0529!UTM  15      -   0.99995200  x   0.99960320  =   0.99955521
 RN0529
 RN0529                          SUPERSEDED SURVEY CONTROL
 RN0529
 RN0529  NAD 83(1996)-  46 22 26.91779(N)    092 47 24.90868(W) AD(       ) 2
 RN0529  NAD 83(1986)-  46 22 26.91759(N)    092 47 24.90866(W) AD(       ) 2
 RN0529  NGVD 29 (??/??/92)  333.905  (m)         1095.49   (f) ADJ UNCH    2 0
 RN0529
 RN0529.Superseded values are not recommended for survey control.
 RN0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0529.See file dsdata.txt to determine how the superseded data were derived.
 RN0529
 RN0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1613135640(NAD 83)
 RN0529_MARKER: DD = SURVEY DISK
 RN0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0529_SP_SET: BRIDGE
 RN0529_STAMPING: 5880-UU 1970
 RN0529_MARK LOGO: MNHD  
 RN0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0529
 RN0529  HISTORY     - Date     Condition        Report By
 RN0529  HISTORY     - 1966     MONUMENTED       MNHD
 RN0529  HISTORY     - 1971     GOOD             MNDT
 RN0529  HISTORY     - 19920717 GOOD             USPSQD
 RN0529  HISTORY     - 19920822 GOOD             USPSQD
 RN0529
 RN0529                          STATION DESCRIPTION
 RN0529
 RN0529'DESCRIBED BY MN HIGHWAY DEPT 1966
 RN0529'TO REACH STATION FROM THE INTERCHANGE ON F.A.I. 35 AT THE
 RN0529'STURGEON LAKE EXIT GO NORTH ON F.A.I. 35 FOR 0.9 MILE TO
 RN0529'STATION HANSON MNHD ON RIGHT.
 RN0529'
 RN0529'TO REACH THE AZIMUTH MARK FROM STATION HANSON MNHD GO SOUTH ON F.A.I.
 RN0529'35 FOR 0.75 MILE TO MARK IN SE CORNER OF THE BRIDGE NO. 58814.
 RN0529'
 RN0529'THE AZIMUTH MARK IS A STANDARD MHD BENCH MARK DISK IN THE SE
 RN0529'CORNER OF BRIDGE NO. 58814 AT THE INTERCHANGE ON F.A.I. 35
 RN0529'AT THE STURGEON LAKE EXIT.
 RN0529
 RN0529                          STATION RECOVERY (1971)
 RN0529
 RN0529'RECOVERY NOTE BY MN DEPT OF TRANSP 1971
 RN0529'1.6 MI E FROM STURGEON LAKE.
 RN0529'MARK IS LOCATED 1.6 MILES EAST ALONG COUNTY ROAD 46, FROM THE JUNCTION
 RN0529'OF COUNTY ROAD 46 AND COUNTY ROAD 61 IN STURGEON LAKE, IN THE
 RN0529'SOUTHEAST CORNER OF BRIDGE NO. 58814, COUNTY ROAD 46 OVER FAI 35 AT
 RN0529'FAI 35 MILE POINT 209.84 (STATION 2550+80).  NE 1/4 SECTION 19, T 45N,
 RN0529'R 19W.
 RN0529
 RN0529                          STATION RECOVERY (1992)
 RN0529
 RN0529'RECOVERY NOTE BY US POWER SQUADRON 1992 (FG)
 RN0529'RECOVERED IN GOOD CONDITION.
 RN0529
 RN0529                          STATION RECOVERY (1992)
 RN0529
 RN0529'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN0529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4952 ***********************************************************************
 DH4952  DESIGNATION -  5880 V RESET
 DH4952  PID         -  DH4952
 DH4952  STATE/COUNTY-  MN/PINE
 DH4952  USGS QUAD   -  HINCKLEY (1991)
 DH4952
 DH4952                         *CURRENT SURVEY CONTROL
 DH4952  ___________________________________________________________________
 DH4952* NAD 83(1986)-  46 00 40.     (N)    092 55 55.     (W)     SCALED    
 DH4952* NAVD 88     -       316.481  (meters)    1038.32   (feet)  ADJUSTED  
 DH4952  ___________________________________________________________________
 DH4952  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 DH4952  DYNAMIC HT  -         316.487 (meters)    1038.34  (feet)  COMP
 DH4952  MODELED GRAV-     980,623.6   (mgal)                       NAVD 88
 DH4952
 DH4952  VERT ORDER  -  SECOND    CLASS I
 DH4952
 DH4952.The horizontal coordinates were scaled from a topographic map and have
 DH4952.an estimated accuracy of +/- 6 seconds.
 DH4952
 DH4952.The orthometric height was determined by differential leveling
 DH4952.and adjusted by the National Geodetic Survey in March 2006..
 DH4952.No vertical observational check was made to the station.
 DH4952
 DH4952.The geoid height was determined by GEOID03.
 DH4952
 DH4952.The dynamic height is computed by dividing the NAVD 88
 DH4952.geopotential number by the normal gravity value computed on the
 DH4952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4952.degrees latitude (g = 980.6199 gals.).
 DH4952
 DH4952.The modeled gravity was interpolated from observed gravity values.
 DH4952
 DH4952;                    North         East    Units  Estimated Accuracy
 DH4952;SPC MN C     -   213,230.      902,070.      MT  (+/- 180 meters Scaled)
 DH4952
 DH4952                          SUPERSEDED SURVEY CONTROL
 DH4952
 DH4952.No superseded survey control is available for this station.
 DH4952
 DH4952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL052952(NAD 83)
 DH4952_MARKER: DH = HORIZONTAL CONTROL DISK
 DH4952_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH4952_SP_SET: BRDG ABUT
 DH4952_STAMPING: 5880 V RESET 1986
 DH4952_MARK LOGO: MNDT  
 DH4952_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH4952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH4952+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1997
 DH4952
 DH4952  HISTORY     - Date     Condition        Report By
 DH4952  HISTORY     - 1986     MONUMENTED       MNDT
 DH4952  HISTORY     - 19970409 GOOD             MNDT
 DH4952
 DH4952                          STATION DESCRIPTION
 DH4952
 DH4952'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 DH4952'THE MARK WAS SET IN 1986 REPLACING THE MARK SET 1N 1961 AND RECOVERED
 DH4952'IN GOOD CONDITION THIS DATE.  A COMPLETE REDESCRIPTION FOLLOWS. AT THE
 DH4952'EAST EDGE OF HINCKLEY, AT JUNCTION OF TRUNK HIGHWAY 23 AND INTERSTATE
 DH4952'35, IN SOUTHEAST WINGWALL OF TRUNK HIGHWAY 23 BRIDGE 9785 OVER
 DH4952'INTERSTATE 35, 33.5 FEET SOUTH OF TRUNK HIGHWAY 23, AT TRUNK HIGHWAY
 DH4952'23 STATION 30+75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0521 ***********************************************************************
 RN0521  DESIGNATION -  5880 VV
 RN0521  PID         -  RN0521
 RN0521  STATE/COUNTY-  MN/PINE
 RN0521  USGS QUAD   -  MOOSE LAKE (1981)
 RN0521
 RN0521                         *CURRENT SURVEY CONTROL
 RN0521  ___________________________________________________________________
 RN0521* NAD 83(1986)-  46 25 05.     (N)    092 45 19.     (W)     SCALED    
 RN0521* NAVD 88     -       346.005  (meters)    1135.18   (feet)  ADJUSTED  
 RN0521  ___________________________________________________________________
 RN0521  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 RN0521  DYNAMIC HT  -         346.017 (meters)    1135.22  (feet)  COMP
 RN0521  MODELED GRAV-     980,639.8   (mgal)                       NAVD 88
 RN0521
 RN0521  VERT ORDER  -  SECOND    CLASS 0
 RN0521
 RN0521.The horizontal coordinates were scaled from a topographic map and have
 RN0521.an estimated accuracy of +/- 6 seconds.
 RN0521
 RN0521.The orthometric height was determined by differential leveling
 RN0521.and adjusted by the National Geodetic Survey in June 1991..
 RN0521
 RN0521.The geoid height was determined by GEOID03.
 RN0521
 RN0521.The dynamic height is computed by dividing the NAVD 88
 RN0521.geopotential number by the normal gravity value computed on the
 RN0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0521.degrees latitude (g = 980.6199 gals.).
 RN0521
 RN0521.The modeled gravity was interpolated from observed gravity values.
 RN0521
 RN0521;                    North         East    Units  Estimated Accuracy
 RN0521;SPC MN C     -   258,700.      914,900.      MT  (+/- 180 meters Scaled)
 RN0521
 RN0521                          SUPERSEDED SURVEY CONTROL
 RN0521
 RN0521  NGVD 29 (??/??/92)  345.876  (m)         1134.76   (f) ADJ UNCH    2 0
 RN0521
 RN0521.Superseded values are not recommended for survey control.
 RN0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0521.See file dsdata.txt to determine how the superseded data were derived.
 RN0521
 RN0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM188405(NAD 83)
 RN0521_MARKER: DD = SURVEY DISK
 RN0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0521_SP_SET: BRIDGE
 RN0521_STAMPING: 5880-VV 1971
 RN0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0521
 RN0521  HISTORY     - Date     Condition        Report By
 RN0521  HISTORY     - 1971     MONUMENTED       MNDT
 RN0521  HISTORY     - 19920824 GOOD             USPSQD
 RN0521
 RN0521                          STATION DESCRIPTION
 RN0521
 RN0521'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0521'2.55 MI SSE FROM MOOSE LAKE.
 RN0521'MARK IS LOCATED 1.6 MILES SOUTH ALONG TH 73 FROM THE JUNCTION OF TH 73
 RN0521'AND TH 27 IN MOOSE LAKE, THENCE, 1.2 MILES SOUTH AND 0.25 MILES EAST
 RN0521'ALONG COUNTY ROAD 10, IN THE SOUTHEAST CORNER OF BRIDGE NO. 58816,
 RN0521'COUNTY ROAD 10 (CARLTON - PINE COUNTY LINE) OVER FAI 35 AT MILE POINT
 RN0521'213.3.  NW 1/4 SECTION 4, T 45N, R 19W.
 RN0521
 RN0521                          STATION RECOVERY (1992)
 RN0521
 RN0521'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0598 ***********************************************************************
 RN0598  DESIGNATION -  5880 W
 RN0598  PID         -  RN0598
 RN0598  STATE/COUNTY-  MN/PINE
 RN0598  USGS QUAD   -  HINCKLEY (1991)
 RN0598
 RN0598                         *CURRENT SURVEY CONTROL
 RN0598  ___________________________________________________________________
 RN0598* NAD 83(1986)-  46 00 53.     (N)    092 55 47.     (W)     SCALED    
 RN0598* NAVD 88     -       310.168  (meters)    1017.61   (feet)  ADJUSTED  
 RN0598  ___________________________________________________________________
 RN0598  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 RN0598  DYNAMIC HT  -         310.174 (meters)    1017.63  (feet)  COMP
 RN0598  MODELED GRAV-     980,623.9   (mgal)                       NAVD 88
 RN0598
 RN0598  VERT ORDER  -  SECOND    CLASS I
 RN0598
 RN0598.The horizontal coordinates were scaled from a topographic map and have
 RN0598.an estimated accuracy of +/- 6 seconds.
 RN0598
 RN0598.The orthometric height was determined by differential leveling
 RN0598.and adjusted by the National Geodetic Survey in March 2006..
 RN0598.No vertical observational check was made to the station.
 RN0598
 RN0598.The geoid height was determined by GEOID03.
 RN0598
 RN0598.The dynamic height is computed by dividing the NAVD 88
 RN0598.geopotential number by the normal gravity value computed on the
 RN0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0598.degrees latitude (g = 980.6199 gals.).
 RN0598
 RN0598.The modeled gravity was interpolated from observed gravity values.
 RN0598
 RN0598;                    North         East    Units  Estimated Accuracy
 RN0598;SPC MN C     -   213,630.      902,240.      MT  (+/- 180 meters Scaled)
 RN0598
 RN0598                          SUPERSEDED SURVEY CONTROL
 RN0598
 RN0598  NAVD 88 (06/15/91)  310.163  (m)         1017.59   (f) UNKNOWN     2 0
 RN0598  NGVD 29 (??/??/92)  310.079  (m)         1017.32   (f) ADJ UNCH    2 0
 RN0598
 RN0598.Superseded values are not recommended for survey control.
 RN0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0598.See file dsdata.txt to determine how the superseded data were derived.
 RN0598
 RN0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL054956(NAD 83)
 RN0598_MARKER: DH = HORIZONTAL CONTROL DISK
 RN0598_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0598_SP_SET: ABUTMENT
 RN0598_STAMPING: 5880 W 1961
 RN0598_MARK LOGO: MNDT  
 RN0598_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0598+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1997
 RN0598
 RN0598  HISTORY     - Date     Condition        Report By
 RN0598  HISTORY     - 1961     MONUMENTED       MNDT
 RN0598  HISTORY     - 1974     GOOD             MNDT
 RN0598  HISTORY     - 1985     GOOD             USPSQD
 RN0598  HISTORY     - 19950923 GOOD             USPSQD
 RN0598  HISTORY     - 19970409 GOOD             MNDT
 RN0598
 RN0598                          STATION DESCRIPTION
 RN0598
 RN0598'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0598'0.5 MI E FROM HINCKLEY.
 RN0598'THE MARK IS LOCATED 0.3 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF
 RN0598'T.H. 48 AND FAI 35 IN HINCKLEY TO MILEPOINT 183.4 OR THE BRIDGE OVER
 RN0598'THE GRINDSTONE RIVER.  IT IS IN THE SOUTHEAST CORNER (ABUTMENT) OF
 RN0598'BRIDGE NO. 9788, NORTHBOUND LANE OF FAI 35 OVER THE GRINDSTONE RIVER,
 RN0598'AND 26.4 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF FAI 35
 RN0598'STATION 1159 + 10.  IT IS DRILLED IN THE ABUTMENT AND IS ABOUT 0.5
 RN0598'FEET ABOVE THE NORTHBOUND LANE OF FAI 35.  SW 1/4 SECTION 19, T 41N, R
 RN0598'20W.
 RN0598
 RN0598                          STATION RECOVERY (1985)
 RN0598
 RN0598'RECOVERY NOTE BY US POWER SQUADRON 1985
 RN0598'MARK IS SOUTHEAST CORNER OF BRIDGE 9788 OVER CREEK JUST NORTH OF EXIT
 RN0598'183 ON INTERSTATE 35.
 RN0598
 RN0598                          STATION RECOVERY (1995)
 RN0598
 RN0598'RECOVERY NOTE BY US POWER SQUADRON 1995
 RN0598'RECOVERED IN GOOD CONDITION.
 RN0598
 RN0598                          STATION RECOVERY (1997)
 RN0598
 RN0598'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 RN0598'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0597 ***********************************************************************
 RN0597  DESIGNATION -  5880 Y
 RN0597  PID         -  RN0597
 RN0597  STATE/COUNTY-  MN/PINE
 RN0597  USGS QUAD   -  HINCKLEY (1991)
 RN0597
 RN0597                         *CURRENT SURVEY CONTROL
 RN0597  ___________________________________________________________________
 RN0597* NAD 83(1986)-  46 01 31.     (N)    092 55 29.     (W)     SCALED    
 RN0597* NAVD 88     -       314.438  (meters)    1031.62   (feet)  ADJUSTED  
 RN0597  ___________________________________________________________________
 RN0597  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 RN0597  DYNAMIC HT  -         314.443 (meters)    1031.64  (feet)  COMP
 RN0597  MODELED GRAV-     980,624.8   (mgal)                       NAVD 88
 RN0597
 RN0597  VERT ORDER  -  SECOND    CLASS 0
 RN0597
 RN0597.The horizontal coordinates were scaled from a topographic map and have
 RN0597.an estimated accuracy of +/- 6 seconds.
 RN0597
 RN0597.The orthometric height was determined by differential leveling
 RN0597.and adjusted by the National Geodetic Survey in June 1991..
 RN0597.WARNING-Repeat measurements at this control monument indicate possible
 RN0597.vertical movement.
 RN0597
 RN0597.The geoid height was determined by GEOID03.
 RN0597
 RN0597.The dynamic height is computed by dividing the NAVD 88
 RN0597.geopotential number by the normal gravity value computed on the
 RN0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0597.degrees latitude (g = 980.6199 gals.).
 RN0597
 RN0597.The modeled gravity was interpolated from observed gravity values.
 RN0597
 RN0597;                    North         East    Units  Estimated Accuracy
 RN0597;SPC MN C     -   214,810.      902,600.      MT  (+/- 180 meters Scaled)
 RN0597
 RN0597                          SUPERSEDED SURVEY CONTROL
 RN0597
 RN0597  NGVD 29 (??/??/92)  314.352  (m)         1031.34   (f) ADJ UNCH    2 0
 RN0597
 RN0597.Superseded values are not recommended for survey control.
 RN0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0597.See file dsdata.txt to determine how the superseded data were derived.
 RN0597
 RN0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL058968(NAD 83)
 RN0597_MARKER: DD = SURVEY DISK
 RN0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0597_STAMPING: 5880 Y 1961
 RN0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0597+STABILITY: SURFACE MOTION
 RN0597
 RN0597  HISTORY     - Date     Condition        Report By
 RN0597  HISTORY     - 1961     MONUMENTED       MNDT
 RN0597  HISTORY     - 1974     GOOD             MNDT
 RN0597
 RN0597                          STATION DESCRIPTION
 RN0597
 RN0597'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0597'1.1 MI NE FROM HINCKLEY.
 RN0597'THE MARK IS LOCATED 1.0 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF
 RN0597'T.H. 48 AND FAI 35 IN HINCKLEY TO MILEPOINT 184.1.  IT IS 93.4 FEET
 RN0597'EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF FAI 35 STATION 1198 +
 RN0597'07, 29 FEET SOUTH OF THE EXTENSION OF THE CENTERLINE OF COUNTY ROAD 40
 RN0597'FROM THE EAST, 5.4 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, AND 11
 RN0597'FEET WEST OF A POWER POLE IN AN EAST-WEST LINE.  IT IS 0.7 FEET NORTH
 RN0597'OF A STEEL WITNESS POST, PROJECTS 6 INCHES ABOVE THE GROUND, AND IS
 RN0597'ABOUT 2 FEET BELOW THE NORTHBOUND LANE OF FAI 35.  THE REINFORCED
 RN0597'CONCRETE POST IS MAGNETIC.  NW 1/4 SECTION 19, T 41N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0596 ***********************************************************************
 RN0596  DESIGNATION -  5880 Z
 RN0596  PID         -  RN0596
 RN0596  STATE/COUNTY-  MN/PINE
 RN0596  USGS QUAD   -  HINCKLEY (1991)
 RN0596
 RN0596                         *CURRENT SURVEY CONTROL
 RN0596  ___________________________________________________________________
 RN0596* NAD 83(1986)-  46 01 58.     (N)    092 55 29.     (W)     SCALED    
 RN0596* NAVD 88     -       328.534  (meters)    1077.87   (feet)  ADJUSTED  
 RN0596  ___________________________________________________________________
 RN0596  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 RN0596  DYNAMIC HT  -         328.541 (meters)    1077.89  (feet)  COMP
 RN0596  MODELED GRAV-     980,625.0   (mgal)                       NAVD 88
 RN0596
 RN0596  VERT ORDER  -  SECOND    CLASS 0
 RN0596
 RN0596.The horizontal coordinates were scaled from a topographic map and have
 RN0596.an estimated accuracy of +/- 6 seconds.
 RN0596
 RN0596.The orthometric height was determined by differential leveling
 RN0596.and adjusted by the National Geodetic Survey in June 1991..
 RN0596
 RN0596.The geoid height was determined by GEOID03.
 RN0596
 RN0596.The dynamic height is computed by dividing the NAVD 88
 RN0596.geopotential number by the normal gravity value computed on the
 RN0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0596.degrees latitude (g = 980.6199 gals.).
 RN0596
 RN0596.The modeled gravity was interpolated from observed gravity values.
 RN0596
 RN0596;                    North         East    Units  Estimated Accuracy
 RN0596;SPC MN C     -   215,650.      902,590.      MT  (+/- 180 meters Scaled)
 RN0596
 RN0596                          SUPERSEDED SURVEY CONTROL
 RN0596
 RN0596  NGVD 29 (??/??/92)  328.448  (m)         1077.58   (f) ADJ UNCH    2 0
 RN0596
 RN0596.Superseded values are not recommended for survey control.
 RN0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0596.See file dsdata.txt to determine how the superseded data were derived.
 RN0596
 RN0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL058976(NAD 83)
 RN0596_MARKER: DD = SURVEY DISK
 RN0596_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0596_SP_SET: ABUTMENT
 RN0596_STAMPING: 5880 Z 1961
 RN0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0596
 RN0596  HISTORY     - Date     Condition        Report By
 RN0596  HISTORY     - 1961     MONUMENTED       MNDT
 RN0596  HISTORY     - 1974     GOOD             MNDT
 RN0596
 RN0596                          STATION DESCRIPTION
 RN0596
 RN0596'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0596'1.5 MI NNE FROM HINCKLEY.
 RN0596'THE MARK IS LOCATED 1.45 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF
 RN0596'T.H. 48 AND FAI 35 IN HINCKLEY TO MILE POINT 184.55.  IT IS IN THE
 RN0596'SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NO. 9790, NORTHBOUND LANE OF FAI
 RN0596'35 OVER THE BURLINGTON NORTHERN, INC. RAILROAD, AND 19.0 FEET EAST OF
 RN0596'THE CENTERLINE OF THE NORTHBOUND LANE OF FAI 35 STATION 1222 + 90. IT
 RN0596'IS DRILLED IN THE ABUTMENT AND IS ABOUT LEVEL WITH THE NORTHBOUND LANE
 RN0596'OF FAI 35.  SW 1/4 SECTION 18, T 41N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1037 ***********************************************************************
 PQ1037  DESIGNATION -  59 T
 PQ1037  PID         -  PQ1037
 PQ1037  STATE/COUNTY-  MN/REDWOOD
 PQ1037  USGS QUAD   -  MILROY SE (1962)
 PQ1037
 PQ1037                         *CURRENT SURVEY CONTROL
 PQ1037  ___________________________________________________________________
 PQ1037* NAD 83(1996)-  44 22 12.59047(N)    095 30 50.98273(W)     ADJUSTED  
 PQ1037* NAVD 88     -       344.27   (+/-2cm)    1129.5    (feet)  VERTCON   
 PQ1037  ___________________________________________________________________
 PQ1037  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 PQ1037  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 PQ1037
 PQ1037  HORZ ORDER  -  THIRD
 PQ1037  VERT ORDER  -  THIRD ? (See Below)
 PQ1037
 PQ1037.The horizontal coordinates were established by classical geodetic methods
 PQ1037.and adjusted by the National Geodetic Survey in March 1999..
 PQ1037
 PQ1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1037.The vertical order pertains to the NGVD 29 superseded value.
 PQ1037
 PQ1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1037
 PQ1037.The geoid height was determined by GEOID03.
 PQ1037
 PQ1037;                    North         East     Units Scale Factor Converg.
 PQ1037;SPC MN S     -   253,358.266   679,328.432   MT  0.99992466   -1 03 40.7
 PQ1037;UTM  15      - 4,916,061.831   299,685.236   MT  1.00009350   -1 45 31.4
 PQ1037
 PQ1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1037!SPC MN S     -   0.99995028  x   0.99992466  =   0.99987494
 PQ1037!UTM  15      -   0.99995028  x   1.00009350  =   1.00004377
 PQ1037
 PQ1037                          SUPERSEDED SURVEY CONTROL
 PQ1037
 PQ1037  NAD 83(1996)-  44 22 12.58364(N)    095 30 50.97760(W) AD(       ) 3
 PQ1037  NAD 83(1986)-  44 22 12.58400(N)    095 30 50.97602(W) AD(       ) 3
 PQ1037  NAD 27      -  44 22 12.72400(N)    095 30 49.92978(W) AD(       ) 3
 PQ1037  NGVD 29 (07/19/86)  344.11   (m)         1129.0    (f) LEVELING    3  
 PQ1037
 PQ1037.Superseded values are not recommended for survey control.
 PQ1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1037.See file dsdata.txt to determine how the superseded data were derived.
 PQ1037
 PQ1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9968516062(NAD 83)
 PQ1037_MARKER: DB = BENCH MARK DISK
 PQ1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1037_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1037+STABILITY: SURFACE MOTION
 PQ1037
 PQ1037  HISTORY     - Date     Condition        Report By
 PQ1037  HISTORY     - 1960     MONUMENTED       USGS
 PQ1037
 PQ1037                          STATION DESCRIPTION
 PQ1037
 PQ1037'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1037'MILROY,3.5 MILE S AND 2 MILE E OF. 328 FT W, 33 FT S AND 12.4 FT
 PQ1037'HIGHER THAN X-ROADS AT NE CORNER OF SECTION 3,T.110N,R.39W, IN A
 PQ1037'CONCRETE POST A STANDARD TABLET STAMPED---59 T 1960 1129 ET---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7448 ***********************************************************************
 DG7448  DESIGNATION -  5901 A
 DG7448  PID         -  DG7448
 DG7448  STATE/COUNTY-  MN/PIPESTONE
 DG7448  USGS QUAD   -  JASPER (1967)
 DG7448
 DG7448                         *CURRENT SURVEY CONTROL
 DG7448  ___________________________________________________________________
 DG7448* NAD 83(1986)-  43 51 50.     (N)    096 23 36.     (W)     SCALED    
 DG7448* NAVD 88     -       475.782  (meters)    1560.96   (feet)  ADJUSTED  
 DG7448  ___________________________________________________________________
 DG7448  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DG7448  DYNAMIC HT  -         475.667 (meters)    1560.58  (feet)  COMP
 DG7448  MODELED GRAV-     980,361.9   (mgal)                       NAVD 88
 DG7448
 DG7448  VERT ORDER  -  SECOND    CLASS I
 DG7448
 DG7448.The horizontal coordinates were scaled from a topographic map and have
 DG7448.an estimated accuracy of +/- 6 seconds.
 DG7448
 DG7448.The orthometric height was determined by differential leveling
 DG7448.and adjusted by the National Geodetic Survey in December 2004..
 DG7448
 DG7448.The geoid height was determined by GEOID03.
 DG7448
 DG7448.The dynamic height is computed by dividing the NAVD 88
 DG7448.geopotential number by the normal gravity value computed on the
 DG7448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7448.degrees latitude (g = 980.6199 gals.).
 DG7448
 DG7448.The modeled gravity was interpolated from observed gravity values.
 DG7448
 DG7448;                    North         East    Units  Estimated Accuracy
 DG7448;SPC MN S     -   198,810.      607,630.      MT  (+/- 180 meters Scaled)
 DG7448
 DG7448                          SUPERSEDED SURVEY CONTROL
 DG7448
 DG7448.No superseded survey control is available for this station.
 DG7448
 DG7448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP094600(NAD 83)
 DG7448_MARKER: DB = BENCH MARK DISK
 DG7448_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG7448_SP_SET: BOX CULVERT HEADWALL
 DG7448_STAMPING: 5901 A 1965
 DG7448_MARK LOGO: MNHD  
 DG7448_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7448+STABILITY: SURFACE MOTION
 DG7448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7448+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1992
 DG7448
 DG7448  HISTORY     - Date     Condition        Report By
 DG7448  HISTORY     - 1965     MONUMENTED       MNHD
 DG7448  HISTORY     - 19920506 GOOD             MNDT
 DG7448
 DG7448                          STATION DESCRIPTION
 DG7448
 DG7448'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7448'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 29, T105N, R46W, 0.5 MI
 DG7448'(0.8 KM) NE OF JASPER.  THE MARK IS SET IN THE SE COR OF THE EAST
 DG7448'HEADWALL OF A BOX CULVERT, 1.05 MI (1.69 KM) NNE ALONG TH 23 FROM THE
 DG7448'JCT OF TH 23 AND TH 269, AT TH 23 MP 19.7, 40 FT (12.2 M) EAST OF TH
 DG7448'23, 154 FT (46.9 M) NE OF A TWP RD, AND 4.5 FT (1.4 M) NNE OF A WIT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7112 ***********************************************************************
 DE7112  DESIGNATION -  5901 B
 DE7112  PID         -  DE7112
 DE7112  STATE/COUNTY-  MN/PIPESTONE
 DE7112  USGS QUAD   -  JASPER (1967)
 DE7112
 DE7112                         *CURRENT SURVEY CONTROL
 DE7112  ___________________________________________________________________
 DE7112* NAD 83(1996)-  43 52 09.66327(N)    096 23 26.04311(W)     ADJUSTED  
 DE7112* NAVD 88     -       482.172  (meters)    1581.93   (feet)  ADJUSTED  
 DE7112  ___________________________________________________________________
 DE7112  X           -    -512,658.682 (meters)                     COMP
 DE7112  Y           -  -4,577,257.505 (meters)                     COMP
 DE7112  Z           -   4,397,953.831 (meters)                     COMP
 DE7112  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 DE7112  ELLIP HEIGHT-         456.03  (meters)          (09/06/02) GPS OBS
 DE7112  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DE7112  DYNAMIC HT  -         482.056 (meters)    1581.55  (feet)  COMP
 DE7112  MODELED GRAV-     980,362.1   (mgal)                       NAVD 88
 DE7112
 DE7112  HORZ ORDER  -  FIRST
 DE7112  VERT ORDER  -  SECOND    CLASS I
 DE7112  ELLP ORDER  -  THIRD     CLASS II
 DE7112
 DE7112.The horizontal coordinates were established by GPS observations
 DE7112.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7112
 DE7112.The orthometric height was determined by differential leveling
 DE7112.and adjusted by the National Geodetic Survey in December 2004..
 DE7112
 DE7112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7112
 DE7112.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7112
 DE7112.The ellipsoidal height was determined by GPS observations
 DE7112.and is referenced to NAD 83.
 DE7112
 DE7112.The geoid height was determined by GEOID03.
 DE7112
 DE7112.The dynamic height is computed by dividing the NAVD 88
 DE7112.geopotential number by the normal gravity value computed on the
 DE7112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7112.degrees latitude (g = 980.6199 gals.).
 DE7112
 DE7112.The modeled gravity was interpolated from observed gravity values.
 DE7112
 DE7112;                    North         East     Units Scale Factor Converg.
 DE7112;SPC MN S     -   199,405.490   607,872.195   MT  0.99998247   -1 40 32.2
 DE7112;UTM  14      - 4,860,672.102   709,670.430   MT  1.00014074   +1 48 32.5
 DE7112
 DE7112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7112!SPC MN S     -   0.99992850  x   0.99998247  =   0.99991097
 DE7112!UTM  14      -   0.99992850  x   1.00014074  =   1.00006923
 DE7112
 DE7112                          SUPERSEDED SURVEY CONTROL
 DE7112
 DE7112  NAVD 88 (09/06/02)  482.16   (m)         1581.9    (f) LEVELING    3  
 DE7112
 DE7112.Superseded values are not recommended for survey control.
 DE7112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7112.See file dsdata.txt to determine how the superseded data were derived.
 DE7112
 DE7112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0967060672(NAD 83)
 DE7112_MARKER: DB = BENCH MARK DISK
 DE7112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7112_STAMPING: 5901 B
 DE7112_MARK LOGO: MNHD  
 DE7112_PROJECTION: FLUSH
 DE7112_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE7112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7112+STABILITY: SURFACE MOTION
 DE7112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7112+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 DE7112
 DE7112  HISTORY     - Date     Condition        Report By
 DE7112  HISTORY     - 1965     MONUMENTED       MNHD
 DE7112  HISTORY     - 19920506 GOOD             MNDT
 DE7112  HISTORY     - 20011023 POOR             MNDT
 DE7112  HISTORY     - 20040922 POOR             MNDT
 DE7112  HISTORY     - 20051115 POOR             MNDT
 DE7112
 DE7112                          STATION DESCRIPTION
 DE7112
 DE7112'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DE7112'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 29, T105N, R46W, 0.9 MI
 DE7112'(1.4 KM) NE OF JASPER.  THE MARK IS 1.45 MI (2.33 KM) NNE ALONG TH 23
 DE7112'FROM THE JCT OF TH 23 AND TH 269, AT TH 23 MP 20.1, 100 FT (30.5 M)
 DE7112'EAST OF TH 23, 2189 FT (667.2 M) NE OF TWP RD, 31 FT (9.4 M) SOUTH OF
 DE7112'A FIELD ENT, 20.5 FT (6.2 M) SSE OF A P-POLE WITH A GUY WIRE, ON LINE
 DE7112'WITH P-POLES ON THE EAST SIDE OF TH 23, AND 0.5 FT (15.2 CM) WEST OF A
 DE7112'WIT POST. NOTE--DATE NOT STAMPED ON DISK TIL RECOVERED IN 1992.
 DE7112
 DE7112                          STATION RECOVERY (2001)
 DE7112
 DE7112'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE7112'THE MARK WAS RECOVERED 0.9 MI (1.4 KM) NE OF JASPER, 2189 FT (667.2 M)
 DE7112'NE OF TWP RD, 31 FT (9.4 M) SOUTH OF FIELD ENTRANCE, IN LINE WITH
 DE7112'POLES, 100 FT (30.5 M) EAST OF TH 23, AT TH 23 MP 20.1, 20.5 FT (6.2
 DE7112'M) SSE OF P-POLE WITH GUY WIRE, 0.5 FT (15.2 CM) WEST OF WIT POST, MON
 DE7112'IS TILTED, PROJECTS 1 INCH, MAGNETIC, GOOD FOR GPS.
 DE7112
 DE7112                          STATION RECOVERY (2004)
 DE7112
 DE7112'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (BS)
 DE7112'0.91 MILE NORTHEAST OF JASPER, AT TRUNK HIGHWAY 23 MILEPOINT 20.1,
 DE7112'2189 FEET NORTHEAST OF  11TH STREET, 580 FEET SOUTH OF FIELD ENTRANCE,
 DE7112'ON  LINE WITH POWER POLES ON EAST SIDE OF  TRUNK HIGHWAY 23, 100 FEET
 DE7112'EAST OF HIGHWAY CENTERLINE, 20.5 FEET SOUTH-SOUTHEAST OF  UTILITY POLE
 DE7112'WITH GUY WIRE, 0.5 FOOT WEST OF WITNESS POST.
 DE7112
 DE7112                          STATION RECOVERY (2005)
 DE7112
 DE7112'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 DE7112'0.91 MILES NORTHEAST OF JASPER, AT TRUNK HIGHWAY 23 MILEPOINT 20.1,
 DE7112'2189 FEET NORTHEAST OF 11TH STREET, 580 FEET SOUTH OF FIELD ENTRANCE,
 DE7112'ON LINE WITH POWER POLES ON EAST SIDE OF TRUNK HIGHWAY 23, 100 FEET
 DE7112'EAST OF TRUNK HIGHWAY 23, 20.5 FEET SOUTH-SOUTHEAST OF POWER POLE WITH
 DE7112'GUY WIRE, 0.5 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7447 ***********************************************************************
 DG7447  DESIGNATION -  5901 C
 DG7447  PID         -  DG7447
 DG7447  STATE/COUNTY-  MN/PIPESTONE
 DG7447  USGS QUAD   -  JASPER NW (1978)
 DG7447
 DG7447                         *CURRENT SURVEY CONTROL
 DG7447  ___________________________________________________________________
 DG7447* NAD 83(1986)-  43 52 36.     (N)    096 23 24.     (W)     SCALED    
 DG7447* NAVD 88     -       481.074  (meters)    1578.32   (feet)  ADJUSTED  
 DG7447  ___________________________________________________________________
 DG7447  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 DG7447  DYNAMIC HT  -         480.958 (meters)    1577.94  (feet)  COMP
 DG7447  MODELED GRAV-     980,362.6   (mgal)                       NAVD 88
 DG7447
 DG7447  VERT ORDER  -  SECOND    CLASS I
 DG7447
 DG7447.The horizontal coordinates were scaled from a topographic map and have
 DG7447.an estimated accuracy of +/- 6 seconds.
 DG7447
 DG7447.The orthometric height was determined by differential leveling
 DG7447.and adjusted by the National Geodetic Survey in December 2004..
 DG7447
 DG7447.The geoid height was determined by GEOID03.
 DG7447
 DG7447.The dynamic height is computed by dividing the NAVD 88
 DG7447.geopotential number by the normal gravity value computed on the
 DG7447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7447.degrees latitude (g = 980.6199 gals.).
 DG7447
 DG7447.The modeled gravity was interpolated from observed gravity values.
 DG7447
 DG7447;                    North         East    Units  Estimated Accuracy
 DG7447;SPC MN S     -   200,220.      607,940.      MT  (+/- 180 meters Scaled)
 DG7447
 DG7447                          SUPERSEDED SURVEY CONTROL
 DG7447
 DG7447.No superseded survey control is available for this station.
 DG7447
 DG7447_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP096614(NAD 83)
 DG7447_MARKER: DB = BENCH MARK DISK
 DG7447_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG7447_SP_SET: BOX CULVERT HEADWALL
 DG7447_STAMPING: 5901 C 1965
 DG7447_MARK LOGO: MNHD  
 DG7447_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7447+STABILITY: SURFACE MOTION
 DG7447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7447+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1992
 DG7447
 DG7447  HISTORY     - Date     Condition        Report By
 DG7447  HISTORY     - 1965     MONUMENTED       MNHD
 DG7447  HISTORY     - 19920506 GOOD             MNDT
 DG7447
 DG7447                          STATION DESCRIPTION
 DG7447
 DG7447'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7447'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 29, T105N, R46W, 1.4 MI
 DG7447'(2.3 KM) NE OF JASPER.  THE MARK IS SET IN THE SE COR OF THE EAST
 DG7447'HEADWALL OF A BOX CULVERT, 1.95 MI (3.14 KM) NNE ALONG TH 23 FROM THE
 DG7447'JCT OF TH 23 AND TH 269, AT TH 23 MP 20.6, 30 FT (9.1 M) EAST OF TH
 DG7447'23, AND 647 FT (197.2 M) SOUTH OF A TWP RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7445 ***********************************************************************
 DG7445  DESIGNATION -  5901 E
 DG7445  PID         -  DG7445
 DG7445  STATE/COUNTY-  MN/PIPESTONE
 DG7445  USGS QUAD   -  JASPER NW (1978)
 DG7445
 DG7445                         *CURRENT SURVEY CONTROL
 DG7445  ___________________________________________________________________
 DG7445* NAD 83(1986)-  43 53 18.     (N)    096 23 06.     (W)     SCALED    
 DG7445* NAVD 88     -       491.162  (meters)    1611.42   (feet)  ADJUSTED  
 DG7445  ___________________________________________________________________
 DG7445  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DG7445  DYNAMIC HT  -         491.044 (meters)    1611.03  (feet)  COMP
 DG7445  MODELED GRAV-     980,363.2   (mgal)                       NAVD 88
 DG7445
 DG7445  VERT ORDER  -  SECOND    CLASS I
 DG7445
 DG7445.The horizontal coordinates were scaled from a topographic map and have
 DG7445.an estimated accuracy of +/- 6 seconds.
 DG7445
 DG7445.The orthometric height was determined by differential leveling
 DG7445.and adjusted by the National Geodetic Survey in December 2004..
 DG7445
 DG7445.The geoid height was determined by GEOID03.
 DG7445
 DG7445.The dynamic height is computed by dividing the NAVD 88
 DG7445.geopotential number by the normal gravity value computed on the
 DG7445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7445.degrees latitude (g = 980.6199 gals.).
 DG7445
 DG7445.The modeled gravity was interpolated from observed gravity values.
 DG7445
 DG7445;                    North         East    Units  Estimated Accuracy
 DG7445;SPC MN S     -   201,500.      608,380.      MT  (+/- 180 meters Scaled)
 DG7445
 DG7445                          SUPERSEDED SURVEY CONTROL
 DG7445
 DG7445.No superseded survey control is available for this station.
 DG7445
 DG7445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP100627(NAD 83)
 DG7445_MARKER: DB = BENCH MARK DISK
 DG7445_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG7445_SP_SET: BOX CULVERT HEADWALL
 DG7445_STAMPING: 5901 E 1965
 DG7445_MARK LOGO: MNHD  
 DG7445_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7445+STABILITY: SURFACE MOTION
 DG7445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7445+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1992
 DG7445
 DG7445  HISTORY     - Date     Condition        Report By
 DG7445  HISTORY     - 1965     MONUMENTED       MNHD
 DG7445  HISTORY     - 19920505 GOOD             MNDT
 DG7445
 DG7445                          STATION DESCRIPTION
 DG7445
 DG7445'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7445'THE MARK IS LOCATED IN THE NW 1/4 OF SECTION 21, T105N, R46W, 2.3 MI
 DG7445'(3.7 KM) NE OF JASPER.  THE MARK IS SET IN THE SE COR OF THE EAST
 DG7445'HEADWALL OF A BOX CULVERT, 1.55 MI (2.49 KM) SSW ALONG TH 23 FROM THE
 DG7445'JCT OF TH 23 AND CO RD 2 IN IHLEN, AT TH 23 MP 21.5, 30 FT (9.1 M) ESE
 DG7445'OF TH 23, AND 925 FT (281.9 M) NE OF A TWP RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7113 ***********************************************************************
 DE7113  DESIGNATION -  5901 F
 DE7113  PID         -  DE7113
 DE7113  STATE/COUNTY-  MN/PIPESTONE
 DE7113  USGS QUAD   -  JASPER NW (1978)
 DE7113
 DE7113                         *CURRENT SURVEY CONTROL
 DE7113  ___________________________________________________________________
 DE7113* NAD 83(1996)-  43 53 50.98905(N)    096 22 41.33091(W)     ADJUSTED  
 DE7113* NAVD 88     -       497.829  (meters)    1633.29   (feet)  ADJUSTED  
 DE7113  ___________________________________________________________________
 DE7113  X           -    -511,426.867 (meters)                     COMP
 DE7113  Y           -  -4,575,225.184 (meters)                     COMP
 DE7113  Z           -   4,400,218.869 (meters)                     COMP
 DE7113  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 DE7113  ELLIP HEIGHT-         471.70  (meters)          (09/06/02) GPS OBS
 DE7113  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 DE7113  DYNAMIC HT  -         497.709 (meters)    1632.90  (feet)  COMP
 DE7113  MODELED GRAV-     980,363.7   (mgal)                       NAVD 88
 DE7113
 DE7113  HORZ ORDER  -  FIRST
 DE7113  VERT ORDER  -  SECOND    CLASS I
 DE7113  ELLP ORDER  -  THIRD     CLASS II
 DE7113
 DE7113.The horizontal coordinates were established by GPS observations
 DE7113.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7113
 DE7113.The orthometric height was determined by differential leveling
 DE7113.and adjusted by the National Geodetic Survey in December 2004..
 DE7113
 DE7113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7113
 DE7113.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7113
 DE7113.The ellipsoidal height was determined by GPS observations
 DE7113.and is referenced to NAD 83.
 DE7113
 DE7113.The geoid height was determined by GEOID03.
 DE7113
 DE7113.The dynamic height is computed by dividing the NAVD 88
 DE7113.geopotential number by the normal gravity value computed on the
 DE7113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7113.degrees latitude (g = 980.6199 gals.).
 DE7113
 DE7113.The modeled gravity was interpolated from observed gravity values.
 DE7113
 DE7113;                    North         East     Units Scale Factor Converg.
 DE7113;SPC MN S     -   202,502.294   608,961.070   MT  0.99997722   -1 40 00.9
 DE7113;UTM  14      - 4,863,829.885   710,569.188   MT  1.00014538   +1 49 06.9
 DE7113
 DE7113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7113!SPC MN S     -   0.99992604  x   0.99997722  =   0.99990326
 DE7113!UTM  14      -   0.99992604  x   1.00014538  =   1.00007141
 DE7113
 DE7113:                Primary Azimuth Mark                     Grid Az
 DE7113:SPC MN S     -  5901 G                                   029 53 16.0
 DE7113:UTM  14      -  5901 G                                   026 24 08.2
 DE7113
 DE7113|---------------------------------------------------------------------|
 DE7113| PID    Reference Object                     Distance      Geod. Az  |
 DE7113|                                                           dddmmss.s |
 DE7113| DE7114 5901 G                              APPROX. 1.3 KM 0281315.1 |
 DE7113|---------------------------------------------------------------------|
 DE7113
 DE7113                          SUPERSEDED SURVEY CONTROL
 DE7113
 DE7113  NAVD 88 (09/06/02)  497.82   (m)         1633.3    (f) LEVELING    3  
 DE7113
 DE7113.Superseded values are not recommended for survey control.
 DE7113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7113.See file dsdata.txt to determine how the superseded data were derived.
 DE7113
 DE7113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1056963830(NAD 83)
 DE7113_MARKER: DB = BENCH MARK DISK
 DE7113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7113_STAMPING: 5901 F 1992
 DE7113_MARK LOGO: MNHD  
 DE7113_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE7113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7113+STABILITY: SURFACE MOTION
 DE7113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7113+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 DE7113
 DE7113  HISTORY     - Date     Condition        Report By
 DE7113  HISTORY     - 1965     MONUMENTED       MNHD
 DE7113  HISTORY     - 19920505 GOOD             MNDT
 DE7113  HISTORY     - 20011023 GOOD             MNDT
 DE7113  HISTORY     - 20040922 GOOD             MNDT
 DE7113
 DE7113                          STATION DESCRIPTION
 DE7113
 DE7113'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DE7113'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 16, T105N, R46W, 0.8 MI
 DE7113'(1.3 KM) SW OF IHLEN.  THE MARK IS 0.85 MI (1.37 KM) SSW ALONG TH 23
 DE7113'FROM THE JCT OF TH 23 AND CO RD 2 IN IHLEN, AT TH 23 MP 22.2, 75 FT
 DE7113'(22.9 M) ESE OF TH 23, 2791 FT (850.7 M) SW OF TH 23 BRDG NO 5679, 460
 DE7113'FT (140.2 M) SW OF THE FENCE JCT ON THE EAST SIDE OF TH 23, 7 FT (2.1
 DE7113'M) SSE OF A P-POLE, 1.7 FT (0.5 M) WSW OF A FENCELINE, AND 0.5 FT
 DE7113'(15.2 CM) WEST OF A WIT POST. NOTE--DATE NOT STAMPED ON DISK TIL
 DE7113'RECOVERED IN 1992.
 DE7113
 DE7113                          STATION RECOVERY (2001)
 DE7113
 DE7113'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE7113'THE MARK WAS RECOVERED 0.8 MI (1.3 KM) SW ALONG TH 23 FROM JCT OF CO
 DE7113'RD 2 IN IHLEN, 2791 FT (850.7 M) SW OF BRIDGE NO 5679, 460 FT (140.2
 DE7113'M) SW OF FENCE JCT ON EAST SIDE OF TH 23, 75 FT (22.9 M) ESE OF TH 23,
 DE7113'AT TH 23 MP 22.2, 7 FT (2.1 M) SSE OF P-POLE, 1.7 FT (0.5 M) WSW OF
 DE7113'FENCELINE, 0.5 FT (15.2 CM) WEST OF WIT POST, FLUSH, MAGNETIC, GOOD
 DE7113'FOR GPS.
 DE7113
 DE7113                          STATION RECOVERY (2004)
 DE7113
 DE7113'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MS)
 DE7113'0.81 MILE SOUTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY
 DE7113'ROAD 2 IN IHLEN, 2791   FEET SOUTHWEST OF BRIDGE 5679, 460 FEET
 DE7113'SOUTHWEST OF  FENCE JUNCTION ON EAST SIDE OF  TRUNK HIGHWAY 23, 75
 DE7113'FEET EAST-SOUTHEAST OF HIGHWAY 23 CENTERLINE, AT MILEPOINT 22.2, 7
 DE7113'FEET SOUTH-SOUTHEAST OF UTILITY POLE, 1.7 FEET WEST SOUTHWEST OF
 DE7113'FENCELINE, 0.5 F EET  WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7114 ***********************************************************************
 DE7114  DESIGNATION -  5901 G
 DE7114  PID         -  DE7114
 DE7114  STATE/COUNTY-  MN/PIPESTONE
 DE7114  USGS QUAD   -  PIPESTONE SOUTH (1967)
 DE7114
 DE7114                         *CURRENT SURVEY CONTROL
 DE7114  ___________________________________________________________________
 DE7114* NAD 83(1996)-  43 54 28.23403(N)    096 22 13.68335(W)     ADJUSTED  
 DE7114* NAVD 88     -       502.512  (meters)    1648.66   (feet)  ADJUSTED  
 DE7114  ___________________________________________________________________
 DE7114  X           -    -510,725.526 (meters)                     COMP
 DE7114  Y           -  -4,574,504.792 (meters)                     COMP
 DE7114  Z           -   4,401,050.439 (meters)                     COMP
 DE7114  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 DE7114  ELLIP HEIGHT-         476.39  (meters)          (09/06/02) GPS OBS
 DE7114  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DE7114  DYNAMIC HT  -         502.392 (meters)    1648.26  (feet)  COMP
 DE7114  MODELED GRAV-     980,364.4   (mgal)                       NAVD 88
 DE7114
 DE7114  HORZ ORDER  -  FIRST
 DE7114  VERT ORDER  -  SECOND    CLASS I
 DE7114  ELLP ORDER  -  THIRD     CLASS II
 DE7114
 DE7114.The horizontal coordinates were established by GPS observations
 DE7114.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7114
 DE7114.The orthometric height was determined by differential leveling
 DE7114.and adjusted by the National Geodetic Survey in December 2004..
 DE7114
 DE7114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7114
 DE7114.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7114
 DE7114.The ellipsoidal height was determined by GPS observations
 DE7114.and is referenced to NAD 83.
 DE7114
 DE7114.The geoid height was determined by GEOID03.
 DE7114
 DE7114.The dynamic height is computed by dividing the NAVD 88
 DE7114.geopotential number by the normal gravity value computed on the
 DE7114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7114.degrees latitude (g = 980.6199 gals.).
 DE7114
 DE7114.The modeled gravity was interpolated from observed gravity values.
 DE7114
 DE7114;                    North         East     Units Scale Factor Converg.
 DE7114;SPC MN S     -   203,633.392   609,611.158   MT  0.99997535   -1 39 41.5
 DE7114;UTM  14      - 4,864,998.615   711,149.405   MT  1.00014839   +1 49 27.3
 DE7114
 DE7114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7114!SPC MN S     -   0.99992530  x   0.99997535  =   0.99990066
 DE7114!UTM  14      -   0.99992530  x   1.00014839  =   1.00007368
 DE7114
 DE7114:                Primary Azimuth Mark                     Grid Az
 DE7114:SPC MN S     -  5901 S                                   028 30 56.4
 DE7114:UTM  14      -  5901 S                                   025 01 47.6
 DE7114
 DE7114|---------------------------------------------------------------------|
 DE7114| PID    Reference Object                     Distance      Geod. Az  |
 DE7114|                                                           dddmmss.s |
 DE7114| DE7124 5901 S                              APPROX. 0.6 KM 0265114.9 |
 DE7114| DE7113 5901 F                              APPROX. 1.3 KM 2081334.3 |
 DE7114|---------------------------------------------------------------------|
 DE7114
 DE7114                          SUPERSEDED SURVEY CONTROL
 DE7114
 DE7114  NAVD 88 (09/06/02)  502.50   (m)         1648.6    (f) LEVELING    3  
 DE7114
 DE7114.Superseded values are not recommended for survey control.
 DE7114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7114.See file dsdata.txt to determine how the superseded data were derived.
 DE7114
 DE7114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1114964999(NAD 83)
 DE7114_MARKER: DB = BENCH MARK DISK
 DE7114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7114_STAMPING: 5901 G 1992
 DE7114_MARK LOGO: MNDT  
 DE7114_PROJECTION: PROJECTING 13 CENTIMETERS
 DE7114_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE7114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7114+STABILITY: SURFACE MOTION
 DE7114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7114+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 DE7114
 DE7114  HISTORY     - Date     Condition        Report By
 DE7114  HISTORY     - 1965     MONUMENTED       MNDT
 DE7114  HISTORY     - 19920504 GOOD             MNDT
 DE7114  HISTORY     - 20011023 GOOD             MNDT
 DE7114  HISTORY     - 20040720 GOOD             MNDT
 DE7114
 DE7114                          STATION DESCRIPTION
 DE7114
 DE7114'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DE7114'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 9, T105N, R46W, IN IHLEN.
 DE7114'THE MARK 283 FT (86.3 M) NE ALONG TH 23 FROM THE JCT OF TH 23 AND CO
 DE7114'RD 2 AND TO THE WEST OF THE GLASS HOUSE STEAK HOUSE, AT TH 23 MP
 DE7114'23.05, 60 FT (18.3 M) ESE OF TH 23, 431 FT (131.4 M) NE OF CO RD 2,
 DE7114'AND 0.5 FT (15.2 CM) WEST OF A WIT POST. NOTE-NO DATE STAMPED ON DISK.
 DE7114
 DE7114                          STATION RECOVERY (2001)
 DE7114
 DE7114'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE7114'THE MARK WAS RECOVERED IN IHLEN, 283 FT (86.3 M) NE ON TH 23 FROM JCT
 DE7114'OF CO RD 2 (WEST OF THE GLASS HOUSE STEAK HOUSE) , 60 FT (18.3 M) SE
 DE7114'OF TH 23, AT TH 23 MP 23.05, 0.5 FT (15.2 CM) WEST OF WIT POST,
 DE7114'PROJECTS 5 INCHES, MAGNETIC, GOOD FOR GPS.
 DE7114
 DE7114                          STATION RECOVERY (2004)
 DE7114
 DE7114'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JB)
 DE7114'IN IHLEN, 283 FEET NORTHEAST ON TRUNK HIGHWAY 23 FROM JUNCTION OF
 DE7114'TRUNK HIGHWAY 23 AND COUNTY ROAD 2 (WEST OF THE GLASS HOUSE STEAK
 DE7114'HOUSE), 60 FEET SOUTHEAST OF TRUNK HIGHWAY 23, AT TRUNK HIGHWAY 23
 DE7114'MILEPOINT 23.05, 0.5 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7444 ***********************************************************************
 DG7444  DESIGNATION -  5901 H
 DG7444  PID         -  DG7444
 DG7444  STATE/COUNTY-  MN/PIPESTONE
 DG7444  USGS QUAD   -  PIPESTONE SOUTH (1967)
 DG7444
 DG7444                         *CURRENT SURVEY CONTROL
 DG7444  ___________________________________________________________________
 DG7444* NAD 83(1986)-  43 55 18.     (N)    096 21 42.     (W)     SCALED    
 DG7444* NAVD 88     -       501.982  (meters)    1646.92   (feet)  ADJUSTED  
 DG7444  ___________________________________________________________________
 DG7444  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DG7444  DYNAMIC HT  -         501.863 (meters)    1646.53  (feet)  COMP
 DG7444  MODELED GRAV-     980,365.6   (mgal)                       NAVD 88
 DG7444
 DG7444  VERT ORDER  -  SECOND    CLASS I
 DG7444
 DG7444.The horizontal coordinates were scaled from a topographic map and have
 DG7444.an estimated accuracy of +/- 6 seconds.
 DG7444
 DG7444.The orthometric height was determined by differential leveling
 DG7444.and adjusted by the National Geodetic Survey in December 2004..
 DG7444
 DG7444.The geoid height was determined by GEOID03.
 DG7444
 DG7444.The dynamic height is computed by dividing the NAVD 88
 DG7444.geopotential number by the normal gravity value computed on the
 DG7444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7444.degrees latitude (g = 980.6199 gals.).
 DG7444
 DG7444.The modeled gravity was interpolated from observed gravity values.
 DG7444
 DG7444;                    North         East    Units  Estimated Accuracy
 DG7444;SPC MN S     -   205,150.      610,360.      MT  (+/- 180 meters Scaled)
 DG7444
 DG7444                          SUPERSEDED SURVEY CONTROL
 DG7444
 DG7444.No superseded survey control is available for this station.
 DG7444
 DG7444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP118665(NAD 83)
 DG7444_MARKER: DB = BENCH MARK DISK
 DG7444_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG7444_SP_SET: BOX CULVERT HEADWALL
 DG7444_STAMPING: 5901 H 1965
 DG7444_MARK LOGO: MNHD  
 DG7444_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7444+STABILITY: SURFACE MOTION
 DG7444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7444+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1992
 DG7444
 DG7444  HISTORY     - Date     Condition        Report By
 DG7444  HISTORY     - 1965     MONUMENTED       MNHD
 DG7444  HISTORY     - 19920504 GOOD             MNDT
 DG7444
 DG7444                          STATION DESCRIPTION
 DG7444
 DG7444'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7444'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 10, T105N, R46W, 1 MI
 DG7444'(1.6 KM) NE OF IHLEN.  THE MARK IS SET IN THE SE COR OF THE EAST
 DG7444'HEADWALL OF THE SOUTHERN MOST BOX CULVERT, 1.65 MI (2.66 KM) NNE ALONG
 DG7444'TH 23 FROM THE JCT OF TH 23 AND CO RD 2 IN IHLEN, AT TH 23 MP 24.1, 30
 DG7444'FT (9.1 M) ESE OF TH 23, AND 440 FT (134.1 M) NE OF A TWP RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7443 ***********************************************************************
 DG7443  DESIGNATION -  5901 I
 DG7443  PID         -  DG7443
 DG7443  STATE/COUNTY-  MN/PIPESTONE
 DG7443  USGS QUAD   -  PIPESTONE SOUTH (1967)
 DG7443
 DG7443                         *CURRENT SURVEY CONTROL
 DG7443  ___________________________________________________________________
 DG7443* NAD 83(1986)-  43 55 48.     (N)    096 21 18.     (W)     SCALED    
 DG7443* NAVD 88     -       503.856  (meters)    1653.07   (feet)  ADJUSTED  
 DG7443  ___________________________________________________________________
 DG7443  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 DG7443  DYNAMIC HT  -         503.737 (meters)    1652.68  (feet)  COMP
 DG7443  MODELED GRAV-     980,366.5   (mgal)                       NAVD 88
 DG7443
 DG7443  VERT ORDER  -  SECOND    CLASS I
 DG7443
 DG7443.The horizontal coordinates were scaled from a topographic map and have
 DG7443.an estimated accuracy of +/- 6 seconds.
 DG7443
 DG7443.The orthometric height was determined by differential leveling
 DG7443.and adjusted by the National Geodetic Survey in December 2004..
 DG7443
 DG7443.The geoid height was determined by GEOID03.
 DG7443
 DG7443.The dynamic height is computed by dividing the NAVD 88
 DG7443.geopotential number by the normal gravity value computed on the
 DG7443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7443.degrees latitude (g = 980.6199 gals.).
 DG7443
 DG7443.The modeled gravity was interpolated from observed gravity values.
 DG7443
 DG7443;                    North         East    Units  Estimated Accuracy
 DG7443;SPC MN S     -   206,060.      610,920.      MT  (+/- 180 meters Scaled)
 DG7443
 DG7443                          SUPERSEDED SURVEY CONTROL
 DG7443
 DG7443.No superseded survey control is available for this station.
 DG7443
 DG7443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP123674(NAD 83)
 DG7443_MARKER: DB = BENCH MARK DISK
 DG7443_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG7443_SP_SET: BOX CULVERT HEADWALL
 DG7443_STAMPING: 5901 I 1965
 DG7443_MARK LOGO: MNHD  
 DG7443_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7443+STABILITY: SURFACE MOTION
 DG7443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7443+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1992
 DG7443
 DG7443  HISTORY     - Date     Condition        Report By
 DG7443  HISTORY     - 1965     MONUMENTED       MNHD
 DG7443  HISTORY     - 19920504 GOOD             MNDT
 DG7443
 DG7443                          STATION DESCRIPTION
 DG7443
 DG7443'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7443'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 3, T105N, R46W, 1.7 MI
 DG7443'(2.7 KM) NE OF IHLEN.  THE MARK IS SET IN THE SE COR OF THE EAST
 DG7443'HEADWALL OF A DOUBLE BOX CULVERT, 1.65 MI (2.66 KM) NNE ALONG TH 23
 DG7443'FROM THE JCT OF TH 23 AND CO RD 2 IN IHLEN, AT TH 23 MP 24.7, 30 FT
 DG7443'(9.1 M) ESE OF TH 23, AND 1496 FT (456.0 M) SW OF CO RD 55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7115 ***********************************************************************
 DE7115  DESIGNATION -  5901 J
 DE7115  PID         -  DE7115
 DE7115  STATE/COUNTY-  MN/PIPESTONE
 DE7115  USGS QUAD   -  PIPESTONE SOUTH (1967)
 DE7115
 DE7115                         *CURRENT SURVEY CONTROL
 DE7115  ___________________________________________________________________
 DE7115* NAD 83(1996)-  43 56 14.56592(N)    096 21 08.56135(W)     ADJUSTED  
 DE7115* NAVD 88     -       510.271  (meters)    1674.11   (feet)  ADJUSTED  
 DE7115  ___________________________________________________________________
 DE7115  X           -    -509,029.951 (meters)                     COMP
 DE7115  Y           -  -4,572,408.621 (meters)                     COMP
 DE7115  Z           -   4,403,419.848 (meters)                     COMP
 DE7115  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 DE7115  ELLIP HEIGHT-         484.17  (meters)          (09/06/02) GPS OBS
 DE7115  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 DE7115  DYNAMIC HT  -         510.150 (meters)    1673.72  (feet)  COMP
 DE7115  MODELED GRAV-     980,367.4   (mgal)                       NAVD 88
 DE7115
 DE7115  HORZ ORDER  -  FIRST
 DE7115  VERT ORDER  -  SECOND    CLASS I
 DE7115  ELLP ORDER  -  THIRD     CLASS II
 DE7115
 DE7115.The horizontal coordinates were established by GPS observations
 DE7115.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7115
 DE7115.The orthometric height was determined by differential leveling
 DE7115.and adjusted by the National Geodetic Survey in December 2004..
 DE7115
 DE7115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7115
 DE7115.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7115
 DE7115.The ellipsoidal height was determined by GPS observations
 DE7115.and is referenced to NAD 83.
 DE7115
 DE7115.The geoid height was determined by GEOID03.
 DE7115
 DE7115.The dynamic height is computed by dividing the NAVD 88
 DE7115.geopotential number by the normal gravity value computed on the
 DE7115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7115.degrees latitude (g = 980.6199 gals.).
 DE7115
 DE7115.The modeled gravity was interpolated from observed gravity values.
 DE7115
 DE7115;                    North         East     Units Scale Factor Converg.
 DE7115;SPC MN S     -   206,871.809   611,158.074   MT  0.99997018   -1 38 55.9
 DE7115;UTM  14      - 4,868,325.700   712,496.776   MT  1.00015541   +1 50 16.1
 DE7115
 DE7115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7115!SPC MN S     -   0.99992408  x   0.99997018  =   0.99989427
 DE7115!UTM  14      -   0.99992408  x   1.00015541  =   1.00007948
 DE7115
 DE7115:                Primary Azimuth Mark                     Grid Az
 DE7115:SPC MN S     -  5901 R                                   029 46 56.5
 DE7115:UTM  14      -  5901 R                                   026 17 44.5
 DE7115
 DE7115|---------------------------------------------------------------------|
 DE7115| PID    Reference Object                     Distance      Geod. Az  |
 DE7115|                                                           dddmmss.s |
 DE7115| DE7123 5901 R                              APPROX. 0.8 KM 0280800.6 |
 DE7115|---------------------------------------------------------------------|
 DE7115
 DE7115                          SUPERSEDED SURVEY CONTROL
 DE7115
 DE7115  NAVD 88 (09/06/02)  510.26   (m)         1674.1    (f) LEVELING    3  
 DE7115
 DE7115.Superseded values are not recommended for survey control.
 DE7115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7115.See file dsdata.txt to determine how the superseded data were derived.
 DE7115
 DE7115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1249768326(NAD 83)
 DE7115_MARKER: DB = BENCH MARK DISK
 DE7115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7115_STAMPING: 5901 J 1992
 DE7115_MARK LOGO: MNHD  
 DE7115_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE7115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7115+STABILITY: SURFACE MOTION
 DE7115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7115+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 DE7115
 DE7115  HISTORY     - Date     Condition        Report By
 DE7115  HISTORY     - 1965     MONUMENTED       MNHD
 DE7115  HISTORY     - 19920504 GOOD             MNDT
 DE7115  HISTORY     - 20011023 GOOD             MNDT
 DE7115  HISTORY     - 20040622 GOOD             MNDT
 DE7115
 DE7115                          STATION DESCRIPTION
 DE7115
 DE7115'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DE7115'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 34, T106N, R46W, 2.2 MI
 DE7115'(3.5 KM) NE OF IHLEN.  THE MARK IS 2.2 MI (3.5 KM) NNE ALONG TH 23
 DE7115'FROM THE JCT OF TH 23 AND CO RD 2 IN IHLEN, AT TH 23 MP 25.25, 73 FT
 DE7115'(22.3 M) WNW OF TH 23, 431 FT (131.4 M) NE OF CO RD 52 WEST, 48 FT
 DE7115'(14.6 M) ESE OF THE EAST RAIL OF THE RR TRACKS, AND 0.5 FT (15.2 CM)
 DE7115'EAST OF A WIT POST. NOTE--DATE NOT STAMPED ON DISK TIL RECOVERED IN
 DE7115'1992.
 DE7115
 DE7115                          STATION RECOVERY (2001)
 DE7115
 DE7115'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE7115'THE MARK WAS RECOVERED 2.25 MI (3.62 KM) NE ALONG TH 23 FROM JCT OF CO
 DE7115'RD 2 IN IHLEN, 431 FT (131.4 M) NE OF CO RD 52 WEST, 73 FT (22.3 M)
 DE7115'WNW OF TH 23, AT TH 23 MP 25.25, 48 FT (14.6 M) ESE OF EAST RAIL OF RR
 DE7115'TRACKS, 0.5 FT (15.2 CM) SW OF WIT POST, PROJECTS 2 INCHES, MAGNETIC,
 DE7115'GOOD FOR GPS.
 DE7115
 DE7115                          STATION RECOVERY (2004)
 DE7115
 DE7115'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DE7115'2.25 MILES NORTHEAST ALONG TRUNK HIGHWA Y 23 FROM THE JUNCTION OF
 DE7115'TRUNK HIGHWAY 23  AND COUNTY ROAD 2 IN IHLEN, AT TRUNK HIGHWAY 23
 DE7115'MILEPOINT 25.25, 431 FEET NORTHEAST OF  COUNTY ROAD 52  WEST, 73 FEET
 DE7115'WEST-NORTHWEST OF THE CENTER OF TRUNK HIGHWAY 23, 48  FEET
 DE7115'EAST-SOUTHEAST OF EAST RAIL OF RAILROAD TRACKS, 0.5 FOOT SOUTHWEST OF
 DE7115'WITNESS  POST, PROJECTS 2 INCHES, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7116 ***********************************************************************
 DE7116  DESIGNATION -  5901 K
 DE7116  PID         -  DE7116
 DE7116  STATE/COUNTY-  MN/PIPESTONE
 DE7116  USGS QUAD   -  PIPESTONE SOUTH (1967)
 DE7116
 DE7116                         *CURRENT SURVEY CONTROL
 DE7116  ___________________________________________________________________
 DE7116* NAD 83(1996)-  43 57 02.53708(N)    096 20 35.58673(W)     ADJUSTED  
 DE7116* NAVD 88     -       509.193  (meters)    1670.58   (feet)  ADJUSTED  
 DE7116  ___________________________________________________________________
 DE7116  X           -    -508,185.363 (meters)                     COMP
 DE7116  Y           -  -4,571,467.929 (meters)                     COMP
 DE7116  Z           -   4,404,485.246 (meters)                     COMP
 DE7116  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 DE7116  ELLIP HEIGHT-         483.11  (meters)          (09/06/02) GPS OBS
 DE7116  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 DE7116  DYNAMIC HT  -         509.075 (meters)    1670.19  (feet)  COMP
 DE7116  MODELED GRAV-     980,369.7   (mgal)                       NAVD 88
 DE7116
 DE7116  HORZ ORDER  -  FIRST
 DE7116  VERT ORDER  -  SECOND    CLASS I
 DE7116  ELLP ORDER  -  THIRD     CLASS II
 DE7116
 DE7116.The horizontal coordinates were established by GPS observations
 DE7116.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7116
 DE7116.The orthometric height was determined by differential leveling
 DE7116.and adjusted by the National Geodetic Survey in December 2004..
 DE7116
 DE7116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7116
 DE7116.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7116
 DE7116.The ellipsoidal height was determined by GPS observations
 DE7116.and is referenced to NAD 83.
 DE7116
 DE7116.The geoid height was determined by GEOID03.
 DE7116
 DE7116.The dynamic height is computed by dividing the NAVD 88
 DE7116.geopotential number by the normal gravity value computed on the
 DE7116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7116.degrees latitude (g = 980.6199 gals.).
 DE7116
 DE7116.The modeled gravity was interpolated from observed gravity values.
 DE7116
 DE7116;                    North         East     Units Scale Factor Converg.
 DE7116;SPC MN S     -   208,330.628   611,935.614   MT  0.99996794   -1 38 32.7
 DE7116;UTM  14      - 4,869,829.390   713,184.282   MT  1.00015901   +1 50 40.6
 DE7116
 DE7116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7116!SPC MN S     -   0.99992425  x   0.99996794  =   0.99989219
 DE7116!UTM  14      -   0.99992425  x   1.00015901  =   1.00008325
 DE7116
 DE7116:                Primary Azimuth Mark                     Grid Az
 DE7116:SPC MN S     -  5901 Q                                   026 30 26.2
 DE7116:UTM  14      -  5901 Q                                   023 01 12.9
 DE7116
 DE7116|---------------------------------------------------------------------|
 DE7116| PID    Reference Object                     Distance      Geod. Az  |
 DE7116|                                                           dddmmss.s |
 DE7116| DE7122 5901 Q                              APPROX. 0.9 KM 0245153.5 |
 DE7116| DE7117 5901 L                              APPROX. 1.7 KM 0245206.0 |
 DE7116|---------------------------------------------------------------------|
 DE7116
 DE7116                          SUPERSEDED SURVEY CONTROL
 DE7116
 DE7116  NAVD 88 (09/06/02)  509.19   (m)         1670.6    (f) LEVELING    3  
 DE7116
 DE7116.Superseded values are not recommended for survey control.
 DE7116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7116.See file dsdata.txt to determine how the superseded data were derived.
 DE7116
 DE7116_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1318469829(NAD 83)
 DE7116_MARKER: DB = BENCH MARK DISK
 DE7116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7116_STAMPING: 5901 K 1992
 DE7116_MARK LOGO: MNHD  
 DE7116_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE7116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7116+STABILITY: SURFACE MOTION
 DE7116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7116+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001
 DE7116
 DE7116  HISTORY     - Date     Condition        Report By
 DE7116  HISTORY     - 1965     MONUMENTED       MNHD
 DE7116  HISTORY     - 19920504 GOOD             MNDT
 DE7116  HISTORY     - 20011023 GOOD             MNDT
 DE7116
 DE7116                          STATION DESCRIPTION
 DE7116
 DE7116'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DE7116'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 26, T106N, R46W, 3.3 MI
 DE7116'(5.3 KM) SW OF PIPESTONE.  THE MARK IS 3.4 MI (5.5 KM) SSW ALONG TH 23
 DE7116'FROM THE JCT OF TH 23 AND TH 30, AT TH 23 MP 26.3, 73 FT (22.3 M) ESE
 DE7116'OF TH 23, 22 FT (6.7 M) NORTH OF CO RD 55, 8.5 FT (2.6 M) NNE OF A
 DE7116'FIELD ENT, AND 0.5 FT (15.2 CM) WEST OF A WIT POST. NOTE--DATE NOT
 DE7116'STAMPED ON DISK TIL RECOVERED IN 1992.
 DE7116
 DE7116                          STATION RECOVERY (2001)
 DE7116
 DE7116'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE7116'THE MARK WAS RECOVERED 3.3 MI (5.3 KM) NE ALONG TH 23 FROM JCT OF CO
 DE7116'RD 2 IN IHLEN, 8.5 FT (2.6 M) NNE OF FIELD ENTRANCE, 73 FT (22.3 M) SE
 DE7116'OF TH 23, AT TH 23 MP 26.3, 0.5 FT (15.2 CM) WEST OF WIT POST, MON IS
 DE7116'BURIED 0.2 FT (6.1 CM) BELOW GROUND, MAGNETIC, GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7117 ***********************************************************************
 DE7117  DESIGNATION -  5901 L
 DE7117  PID         -  DE7117
 DE7117  STATE/COUNTY-  MN/PIPESTONE
 DE7117  USGS QUAD   -  PIPESTONE SOUTH (1967)
 DE7117
 DE7117                         *CURRENT SURVEY CONTROL
 DE7117  ___________________________________________________________________
 DE7117* NAD 83(1996)-  43 57 53.92446(N)    096 20 02.60866(W)     ADJUSTED  
 DE7117* NAVD 88     -       517.930  (meters)    1699.24   (feet)  ADJUSTED  
 DE7117  ___________________________________________________________________
 DE7117  X           -    -507,333.688 (meters)                     COMP
 DE7117  Y           -  -4,570,461.112 (meters)                     COMP
 DE7117  Z           -   4,405,633.122 (meters)                     COMP
 DE7117  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 DE7117  ELLIP HEIGHT-         491.87  (meters)          (09/06/02) GPS OBS
 DE7117  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DE7117  DYNAMIC HT  -         517.811 (meters)    1698.85  (feet)  COMP
 DE7117  MODELED GRAV-     980,372.5   (mgal)                       NAVD 88
 DE7117
 DE7117  HORZ ORDER  -  FIRST
 DE7117  VERT ORDER  -  SECOND    CLASS I
 DE7117  ELLP ORDER  -  THIRD     CLASS II
 DE7117
 DE7117.The horizontal coordinates were established by GPS observations
 DE7117.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7117
 DE7117.The orthometric height was determined by differential leveling
 DE7117.and adjusted by the National Geodetic Survey in December 2004..
 DE7117
 DE7117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7117
 DE7117.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7117
 DE7117.The ellipsoidal height was determined by GPS observations
 DE7117.and is referenced to NAD 83.
 DE7117
 DE7117.The geoid height was determined by GEOID03.
 DE7117
 DE7117.The dynamic height is computed by dividing the NAVD 88
 DE7117.geopotential number by the normal gravity value computed on the
 DE7117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7117.degrees latitude (g = 980.6199 gals.).
 DE7117
 DE7117.The modeled gravity was interpolated from observed gravity values.
 DE7117
 DE7117;                    North         East     Units Scale Factor Converg.
 DE7117;SPC MN S     -   209,894.929   612,715.912   MT  0.99996559   -1 38 09.6
 DE7117;UTM  14      - 4,871,438.570   713,868.117   MT  1.00016260   +1 51 05.2
 DE7117
 DE7117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7117!SPC MN S     -   0.99992288  x   0.99996559  =   0.99988847
 DE7117!UTM  14      -   0.99992288  x   1.00016260  =   1.00008547
 DE7117
 DE7117:                Primary Azimuth Mark                     Grid Az
 DE7117:SPC MN S     -  5901 P                                   026 31 16.4
 DE7117:UTM  14      -  5901 P                                   023 02 01.6
 DE7117
 DE7117|---------------------------------------------------------------------|
 DE7117| PID    Reference Object                     Distance      Geod. Az  |
 DE7117|                                                           dddmmss.s |
 DE7117| DE7121 5901 P                              APPROX. 1.2 KM 0245306.8 |
 DE7117| DE7122 5901 Q                              APPROX. 0.9 KM 2045241.8 |
 DE7117|---------------------------------------------------------------------|
 DE7117
 DE7117                          SUPERSEDED SURVEY CONTROL
 DE7117
 DE7117  NAVD 88 (09/06/02)  517.92   (m)         1699.2    (f) LEVELING    3  
 DE7117
 DE7117.Superseded values are not recommended for survey control.
 DE7117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7117.See file dsdata.txt to determine how the superseded data were derived.
 DE7117
 DE7117_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1386871439(NAD 83)
 DE7117_MARKER: DB = BENCH MARK DISK
 DE7117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7117_STAMPING: 5901 L 1992
 DE7117_MARK LOGO: MNHD  
 DE7117_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE7117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7117+STABILITY: SURFACE MOTION
 DE7117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7117+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001
 DE7117
 DE7117  HISTORY     - Date     Condition        Report By
 DE7117  HISTORY     - 1965     MONUMENTED       MNHD
 DE7117  HISTORY     - 19920504 GOOD             MNDT
 DE7117  HISTORY     - 20011023 GOOD             MNDT
 DE7117
 DE7117                          STATION DESCRIPTION
 DE7117
 DE7117'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DE7117'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 26, T106N, R46W, 2.3 MI
 DE7117'(3.7 KM) SW OF PIPESTONE.  THE MARK IS 2.4 MI (3.9 KM) SSW ALONG TH 23
 DE7117'FROM THE JCT OF TH 23 AND TH 30, AT TH 23 MP 27.3, 74 FT (22.6 M) ESE
 DE7117'OF TH 23, 94 FT (28.7 M) SOUTH OF CO RD 4, 1.5 FT (0.5 M) WEST OF A
 DE7117'FENCE LINE, AND 0.75 FT (22.86 CM) WEST OF A WIT POST. NOTE--DATE NOT
 DE7117'STAMPED ON DISK TIL RECOVERED IN 1992.
 DE7117
 DE7117                          STATION RECOVERY (2001)
 DE7117
 DE7117'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE7117'THE MARK WAS RECOVERED 2.45 MI (3.94 KM) SW ALONG TH 23 FROM JCT OF TH
 DE7117'30 IN PIPESTONE, AT TH 23 MP 27.3, 94 FT (28.7 M) SOUTH OF CO RD 4, 74
 DE7117'FT (22.6 M) ESE OF TH 23, 1.5 FT (0.5 M) WEST OF FENCELINE, 0.75 FT
 DE7117'(22.86 CM) WEST OF WIT POST, FLUSH , MAGNETIC, GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7118 ***********************************************************************
 DE7118  DESIGNATION -  5901 M
 DE7118  PID         -  DE7118
 DE7118  STATE/COUNTY-  MN/PIPESTONE
 DE7118  USGS QUAD   -  PIPESTONE SOUTH (1967)
 DE7118
 DE7118                         *CURRENT SURVEY CONTROL
 DE7118  ___________________________________________________________________
 DE7118* NAD 83(1996)-  43 58 48.23659(N)    096 19 28.12949(W)     ADJUSTED  
 DE7118* NAVD 88     -       525.823  (meters)    1725.14   (feet)  ADJUSTED  
 DE7118  ___________________________________________________________________
 DE7118  X           -    -506,442.089 (meters)                     COMP
 DE7118  Y           -  -4,569,394.621 (meters)                     COMP
 DE7118  Z           -   4,406,845.102 (meters)                     COMP
 DE7118  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 DE7118  ELLIP HEIGHT-         499.78  (meters)          (09/06/02) GPS OBS
 DE7118  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DE7118  DYNAMIC HT  -         525.704 (meters)    1724.75  (feet)  COMP
 DE7118  MODELED GRAV-     980,375.7   (mgal)                       NAVD 88
 DE7118
 DE7118  HORZ ORDER  -  FIRST
 DE7118  VERT ORDER  -  SECOND    CLASS I
 DE7118  ELLP ORDER  -  THIRD     CLASS II
 DE7118
 DE7118.The horizontal coordinates were established by GPS observations
 DE7118.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7118
 DE7118.The orthometric height was determined by differential leveling
 DE7118.and adjusted by the National Geodetic Survey in December 2004..
 DE7118
 DE7118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7118
 DE7118.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7118
 DE7118.The ellipsoidal height was determined by GPS observations
 DE7118.and is referenced to NAD 83.
 DE7118
 DE7118.The geoid height was determined by GEOID03.
 DE7118
 DE7118.The dynamic height is computed by dividing the NAVD 88
 DE7118.geopotential number by the normal gravity value computed on the
 DE7118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7118.degrees latitude (g = 980.6199 gals.).
 DE7118
 DE7118.The modeled gravity was interpolated from observed gravity values.
 DE7118
 DE7118;                    North         East     Units Scale Factor Converg.
 DE7118;SPC MN S     -   211,548.602   613,531.864   MT  0.99996318   -1 37 45.5
 DE7118;UTM  14      - 4,873,139.158   714,582.102   MT  1.00016636   +1 51 31.0
 DE7118
 DE7118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7118!SPC MN S     -   0.99992164  x   0.99996318  =   0.99988482
 DE7118!UTM  14      -   0.99992164  x   1.00016636  =   1.00008798
 DE7118
 DE7118:                Primary Azimuth Mark                     Grid Az
 DE7118:SPC MN S     -  5901 N                                   026 33 09.5
 DE7118:UTM  14      -  5901 N                                   023 03 53.0
 DE7118
 DE7118|---------------------------------------------------------------------|
 DE7118| PID    Reference Object                     Distance      Geod. Az  |
 DE7118|                                                           dddmmss.s |
 DE7118| DE7119 5901 N                              APPROX. 1.3 KM 0245524.0 |
 DE7118| DE7121 5901 P                              APPROX. 0.7 KM 2040951.1 |
 DE7118|---------------------------------------------------------------------|
 DE7118
 DE7118                          SUPERSEDED SURVEY CONTROL
 DE7118
 DE7118  NAVD 88 (09/06/02)  525.82   (m)         1725.1    (f) LEVELING    3  
 DE7118
 DE7118.Superseded values are not recommended for survey control.
 DE7118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7118.See file dsdata.txt to determine how the superseded data were derived.
 DE7118
 DE7118_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1458273139(NAD 83)
 DE7118_MARKER: DB = BENCH MARK DISK
 DE7118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7118_STAMPING: 5901 M 1992
 DE7118_MARK LOGO: MNDT  
 DE7118_PROJECTION: FLUSH
 DE7118_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE7118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7118+STABILITY: SURFACE MOTION
 DE7118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7118+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 DE7118
 DE7118  HISTORY     - Date     Condition        Report By
 DE7118  HISTORY     - 1965     MONUMENTED       MNDT
 DE7118  HISTORY     - 19920504 GOOD             MNDT
 DE7118  HISTORY     - 20011023 GOOD             MNDT
 DE7118  HISTORY     - 20040622 GOOD             MNDT
 DE7118
 DE7118                          STATION DESCRIPTION
 DE7118
 DE7118'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DE7118'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 13, T106N, R46W, 1.2 MI
 DE7118'(1.9 KM) SW OF PIPESTONE.  THE MARK IS 1.2 MI (1.9 KM) SSW ALONG TH 23
 DE7118'FROM THE JCT OF TH 23 AND TH 30, AT TH 23 MP 28.5, 74 FT (22.6 M) ESE
 DE7118'OF TH 23, 192 FT (58.5 M) NE OF A TWP RD, AND 0.5 FT (15.2 CM) WEST OF
 DE7118'A WIT POST. NOTE--DATE NOT STAMPED ON DISK TIL RECOVERED IN 1992.
 DE7118
 DE7118                          STATION RECOVERY (2001)
 DE7118
 DE7118'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE7118'THE MARK WAS RECOVERED 1.2 MI (1.9 KM) SW ALONG TH 23 FROM JCT OF TH
 DE7118'30 IN PIPESTONE, AT TH 23 MP 28.5, 192 FT (58.5 M) NE OF TWP RD, 74 FT
 DE7118'(22.6 M) ESE OF TH 23, 0.5 FT (15.2 CM) WEST OF WIT POST, RECESSED 1
 DE7118'INCH, MAGNETIC, GOOD FOR GPS.
 DE7118
 DE7118                          STATION RECOVERY (2004)
 DE7118
 DE7118'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DE7118'1.17 MILES SOUTHWEST OF PIPESTONE, 1.2 MILES SOUTHWEST ALONG TRUNK
 DE7118'HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 30 IN
 DE7118'PIPESTONE, AT TRUNK HIGHWAY 23 MILEPOINT 28.5, 192 FEET NORTHEAST OF
 DE7118'TOWNSHIP ROAD, 74 FEET EAST-SOUTHEAST OF TRUNK HIGHWAY 23, 0.5 FEET
 DE7118'WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7119 ***********************************************************************
 DE7119  DESIGNATION -  5901 N
 DE7119  PID         -  DE7119
 DE7119  STATE/COUNTY-  MN/PIPESTONE
 DE7119  USGS QUAD   -  PIPESTONE SOUTH (1967)
 DE7119
 DE7119                         *CURRENT SURVEY CONTROL
 DE7119  ___________________________________________________________________
 DE7119* NAD 83(1996)-  43 59 25.81655(N)    096 19 03.94138(W)     ADJUSTED  
 DE7119* NAVD 88     -       528.238  (meters)    1733.06   (feet)  ADJUSTED  
 DE7119  ___________________________________________________________________
 DE7119  X           -    -505,817.791 (meters)                     COMP
 DE7119  Y           -  -4,568,655.044 (meters)                     COMP
 DE7119  Z           -   4,407,681.420 (meters)                     COMP
 DE7119  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 DE7119  ELLIP HEIGHT-         502.22  (meters)          (09/06/02) GPS OBS
 DE7119  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DE7119  DYNAMIC HT  -         528.119 (meters)    1732.67  (feet)  COMP
 DE7119  MODELED GRAV-     980,378.0   (mgal)                       NAVD 88
 DE7119
 DE7119  HORZ ORDER  -  FIRST
 DE7119  VERT ORDER  -  SECOND    CLASS I
 DE7119  ELLP ORDER  -  THIRD     CLASS II
 DE7119
 DE7119.The horizontal coordinates were established by GPS observations
 DE7119.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7119
 DE7119.The orthometric height was determined by differential leveling
 DE7119.and adjusted by the National Geodetic Survey in December 2004..
 DE7119
 DE7119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7119
 DE7119.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7119
 DE7119.The ellipsoidal height was determined by GPS observations
 DE7119.and is referenced to NAD 83.
 DE7119
 DE7119.The geoid height was determined by GEOID03.
 DE7119
 DE7119.The dynamic height is computed by dividing the NAVD 88
 DE7119.geopotential number by the normal gravity value computed on the
 DE7119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7119.degrees latitude (g = 980.6199 gals.).
 DE7119
 DE7119.The modeled gravity was interpolated from observed gravity values.
 DE7119
 DE7119;                    North         East     Units Scale Factor Converg.
 DE7119;SPC MN S     -   212,692.672   614,103.588   MT  0.99996155   -1 37 28.5
 DE7119;UTM  14      - 4,874,316.134   715,083.264   MT  1.00016900   +1 51 49.1
 DE7119
 DE7119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7119!SPC MN S     -   0.99992126  x   0.99996155  =   0.99988281
 DE7119!UTM  14      -   0.99992126  x   1.00016900  =   1.00009024
 DE7119
 DE7119:                Primary Azimuth Mark                     Grid Az
 DE7119:SPC MN S     -  5901 M                                   206 33 09.3
 DE7119:UTM  14      -  5901 M                                   203 03 51.7
 DE7119
 DE7119|---------------------------------------------------------------------|
 DE7119| PID    Reference Object                     Distance      Geod. Az  |
 DE7119|                                                           dddmmss.s |
 DE7119| DE7118 5901 M                              APPROX. 1.3 KM 2045540.8 |
 DE7119|---------------------------------------------------------------------|
 DE7119
 DE7119                          SUPERSEDED SURVEY CONTROL
 DE7119
 DE7119  NAVD 88 (09/06/02)  528.24   (m)         1733.1    (f) LEVELING    3  
 DE7119
 DE7119.Superseded values are not recommended for survey control.
 DE7119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7119.See file dsdata.txt to determine how the superseded data were derived.
 DE7119
 DE7119_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1508374316(NAD 83)
 DE7119_MARKER: DB = BENCH MARK DISK
 DE7119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7119_STAMPING: 5901 N 1992
 DE7119_MARK LOGO: MNDT  
 DE7119_PROJECTION: PROJECTING 5 CENTIMETERS
 DE7119_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE7119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7119+STABILITY: SURFACE MOTION
 DE7119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7119+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 DE7119
 DE7119  HISTORY     - Date     Condition        Report By
 DE7119  HISTORY     - 1965     MONUMENTED       MNDT
 DE7119  HISTORY     - 19920504 GOOD             MNDT
 DE7119  HISTORY     - 20011023 GOOD             MNDT
 DE7119  HISTORY     - 20040622 GOOD             MNDT
 DE7119
 DE7119                          STATION DESCRIPTION
 DE7119
 DE7119'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DE7119'THE MARK IS LOCATED IN THE NW 1/4 OF SECTION 13, T106N, R46W, 0.4 MI
 DE7119'(0.6 KM) SW OF PIPESTONE.  THE MARK IS 0.35 MI (0.56 KM) SSW ALONG TH
 DE7119'23 FROM THE JCT OF TH 23 AND TH 30, AT TH 23 MP 29.35, 74 FT (22.6 M)
 DE7119'ESE OF TH 23, 200 FT (61.0 M) SOUTH OF A STREET GOING NORTH, 40 FT
 DE7119'(12.2 M) WEST OF A FARM ENT, 3 FT (0.9 M) WEST OF A P-POLE WITH A GUY
 DE7119'WIRE, AND 0.5 FT (15.2 CM) WEST OF A WIT POST. NOTE--DATE NOT STAMPED
 DE7119'ON DISK TIL RECOVERED IN 1992.
 DE7119
 DE7119                          STATION RECOVERY (2001)
 DE7119
 DE7119'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE7119'THE MARK WAS RECOVERED 0.4 MI (0.6 KM) SW ALONG TH 23 FROM JCT OF TH
 DE7119'30 IN PIPESTONE, AT TH 23 MP 29.35, 200 FT (61.0 M) SOUTH OF ST NORTH,
 DE7119'40 FT (12.2 M) WEST OF FARM ENTRANCE, 74 FT (22.6 M) ESE OF TH 23, 3
 DE7119'FT (0.9 M) WEST OF P-POLE WITH GUY WIRE, 0.5 FT (15.2 CM) WEST OF WIT
 DE7119'POST, PROJECTS 2 INCHES, MAGNETIC, GOOD FOR GPS.
 DE7119
 DE7119                          STATION RECOVERY (2004)
 DE7119
 DE7119'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DE7119'0.37 MILES SOUTHWEST OF PIPESTONE, 0.4 MILES SOUTHWEST ALONG TRUNK
 DE7119'HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 30 IN
 DE7119'PIPESTONE, AT TRUNK HIGHWAY 23 MILEPOINT 29.35, 200 FEET SOUTH OF
 DE7119'STREET NORTH, 40 FEET WEST OF FARM ENTRANCE,74 FEET EAST-SOUTHEAST OF
 DE7119'TRUNK HIGHWAY 23, 3 FEET WEST OF POWER POLE WITH GUY WIRE, 0.5 FEET
 DE7119'WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7120 ***********************************************************************
 DE7120  DESIGNATION -  5901 O
 DE7120  PID         -  DE7120
 DE7120  STATE/COUNTY-  MN/PIPESTONE
 DE7120  USGS QUAD   -  PIPESTONE SOUTH (1967)
 DE7120
 DE7120                         *CURRENT SURVEY CONTROL
 DE7120  ___________________________________________________________________
 DE7120* NAD 83(1996)-  43 59 38.08573(N)    096 18 43.81066(W)     ADJUSTED  
 DE7120* NAVD 88     -       529.847  (meters)    1738.34   (feet)  ADJUSTED  
 DE7120  ___________________________________________________________________
 DE7120  X           -    -505,343.110 (meters)                     COMP
 DE7120  Y           -  -4,568,444.081 (meters)                     COMP
 DE7120  Z           -   4,407,954.983 (meters)                     COMP
 DE7120  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 DE7120  ELLIP HEIGHT-         503.81  (meters)          (09/06/02) GPS OBS
 DE7120  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 DE7120  DYNAMIC HT  -         529.729 (meters)    1737.95  (feet)  COMP
 DE7120  MODELED GRAV-     980,378.9   (mgal)                       NAVD 88
 DE7120
 DE7120  HORZ ORDER  -  FIRST
 DE7120  VERT ORDER  -  SECOND    CLASS I
 DE7120  ELLP ORDER  -  THIRD     CLASS II
 DE7120
 DE7120.The horizontal coordinates were established by GPS observations
 DE7120.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7120
 DE7120.The orthometric height was determined by differential leveling
 DE7120.and adjusted by the National Geodetic Survey in December 2004..
 DE7120
 DE7120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7120
 DE7120.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7120
 DE7120.The ellipsoidal height was determined by GPS observations
 DE7120.and is referenced to NAD 83.
 DE7120
 DE7120.The geoid height was determined by GEOID03.
 DE7120
 DE7120.The dynamic height is computed by dividing the NAVD 88
 DE7120.geopotential number by the normal gravity value computed on the
 DE7120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7120.degrees latitude (g = 980.6199 gals.).
 DE7120
 DE7120.The modeled gravity was interpolated from observed gravity values.
 DE7120
 DE7120;                    North         East     Units Scale Factor Converg.
 DE7120;SPC MN S     -   213,058.486   614,562.675   MT  0.99996103   -1 37 14.4
 DE7120;UTM  14      - 4,874,709.285   715,519.333   MT  1.00017131   +1 52 03.5
 DE7120
 DE7120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7120!SPC MN S     -   0.99992101  x   0.99996103  =   0.99988204
 DE7120!UTM  14      -   0.99992101  x   1.00017131  =   1.00009230
 DE7120
 DE7120:                Primary Azimuth Mark                     Grid Az
 DE7120:SPC MN S     -  5901 N                                   231 27 03.8
 DE7120:UTM  14      -  5901 N                                   227 57 45.9
 DE7120
 DE7120|---------------------------------------------------------------------|
 DE7120| PID    Reference Object                     Distance      Geod. Az  |
 DE7120|                                                           dddmmss.s |
 DE7120| DE7119 5901 N                              APPROX. 0.6 KM 2294949.4 |
 DE7120|---------------------------------------------------------------------|
 DE7120
 DE7120                          SUPERSEDED SURVEY CONTROL
 DE7120
 DE7120  NAVD 88 (09/06/02)  529.85   (m)         1738.3    (f) LEVELING    3  
 DE7120
 DE7120.Superseded values are not recommended for survey control.
 DE7120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7120.See file dsdata.txt to determine how the superseded data were derived.
 DE7120
 DE7120_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1551974709(NAD 83)
 DE7120_MARKER: DB = BENCH MARK DISK
 DE7120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7120_STAMPING: 5901 O 1992
 DE7120_MARK LOGO: MNHD  
 DE7120_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE7120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7120+STABILITY: SURFACE MOTION
 DE7120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7120+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001
 DE7120
 DE7120  HISTORY     - Date     Condition        Report By
 DE7120  HISTORY     - 1965     MONUMENTED       MNHD
 DE7120  HISTORY     - 19920504 GOOD             MNDT
 DE7120  HISTORY     - 20011023 GOOD             MNDT
 DE7120
 DE7120                          STATION DESCRIPTION
 DE7120
 DE7120'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DE7120'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 13, T106N, R46W, IN
 DE7120'PIPESTONE.  THE MARK IS NEAR THE JCT OF TH 23 AND TH 30, AT TH 23 MP
 DE7120'29.7, 20 FT (6.1 M) WEST OF THE MEDIAN ISLAND, AND 8.5 FT (2.6 M) SE
 DE7120'OF A LIGHT POLE. NOTE--DATE NOT STAMPED ON DISK TIL RECOVERED IN 1992.
 DE7120
 DE7120                          STATION RECOVERY (2001)
 DE7120
 DE7120'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE7120'THE MARK WAS RECOVERED IN PIPESTONE, NEAR JCT OF TH 23 AND TH 30, AT
 DE7120'TH 23 MP 29.7, 78 FT (23.8 M) WEST OF TH 30 TO THE SOUTH, 25.7 FT (7.8
 DE7120'M) NORTH OF EB TH 30, 20 FT (6.1 M) WEST OF EAST END OF MEDIAN ISLAND,
 DE7120'8 FT (2.4 M) ESE OF LIGHT POLE, 7.8 FT (2.4 M) ESE OF WIT POST, FLUSH,
 DE7120'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7121 ***********************************************************************
 DE7121  DESIGNATION -  5901 P
 DE7121  PID         -  DE7121
 DE7121  STATE/COUNTY-  MN/PIPESTONE
 DE7121  USGS QUAD   -  PIPESTONE SOUTH (1967)
 DE7121
 DE7121                         *CURRENT SURVEY CONTROL
 DE7121  ___________________________________________________________________
 DE7121* NAD 83(1996)-  43 58 28.86003(N)    096 19 40.16777(W)     ADJUSTED  
 DE7121* NAVD 88     -       522.550  (meters)    1714.40   (feet)  ADJUSTED  
 DE7121  ___________________________________________________________________
 DE7121  X           -    -506,754.286 (meters)                     COMP
 DE7121  Y           -  -4,569,775.487 (meters)                     COMP
 DE7121  Z           -   4,406,412.436 (meters)                     COMP
 DE7121  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 DE7121  ELLIP HEIGHT-         496.51  (meters)          (09/06/02) GPS OBS
 DE7121  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DE7121  DYNAMIC HT  -         522.431 (meters)    1714.01  (feet)  COMP
 DE7121  MODELED GRAV-     980,374.5   (mgal)                       NAVD 88
 DE7121
 DE7121  HORZ ORDER  -  FIRST
 DE7121  VERT ORDER  -  SECOND    CLASS I
 DE7121  ELLP ORDER  -  THIRD     CLASS II
 DE7121
 DE7121.The horizontal coordinates were established by GPS observations
 DE7121.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7121
 DE7121.The orthometric height was determined by differential leveling
 DE7121.and adjusted by the National Geodetic Survey in December 2004..
 DE7121
 DE7121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7121
 DE7121.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7121
 DE7121.The ellipsoidal height was determined by GPS observations
 DE7121.and is referenced to NAD 83.
 DE7121
 DE7121.The geoid height was determined by GEOID03.
 DE7121
 DE7121.The dynamic height is computed by dividing the NAVD 88
 DE7121.geopotential number by the normal gravity value computed on the
 DE7121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7121.degrees latitude (g = 980.6199 gals.).
 DE7121
 DE7121.The modeled gravity was interpolated from observed gravity values.
 DE7121
 DE7121;                    North         East     Units Scale Factor Converg.
 DE7121;SPC MN S     -   210,958.454   613,246.658   MT  0.99996403   -1 37 53.9
 DE7121;UTM  14      - 4,872,532.630   714,333.276   MT  1.00016504   +1 51 22.0
 DE7121
 DE7121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7121!SPC MN S     -   0.99992215  x   0.99996403  =   0.99988618
 DE7121!UTM  14      -   0.99992215  x   1.00016504  =   1.00008718
 DE7121
 DE7121:                Primary Azimuth Mark                     Grid Az
 DE7121:SPC MN S     -  5901 M                                   025 47 36.6
 DE7121:UTM  14      -  5901 M                                   022 18 20.7
 DE7121
 DE7121|---------------------------------------------------------------------|
 DE7121| PID    Reference Object                     Distance      Geod. Az  |
 DE7121|                                                           dddmmss.s |
 DE7121| DE7118 5901 M                              APPROX. 0.7 KM 0240942.7 |
 DE7121|---------------------------------------------------------------------|
 DE7121
 DE7121                          SUPERSEDED SURVEY CONTROL
 DE7121
 DE7121  NAVD 88 (09/06/02)  522.55   (m)         1714.4    (f) LEVELING    3  
 DE7121
 DE7121.Superseded values are not recommended for survey control.
 DE7121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7121.See file dsdata.txt to determine how the superseded data were derived.
 DE7121
 DE7121_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1433372533(NAD 83)
 DE7121_MARKER: DV = VERTICAL CONTROL DISK
 DE7121_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7121_STAMPING: 5901 P 1992
 DE7121_MARK LOGO: MNDT  
 DE7121_PROJECTION: RECESSED 5 CENTIMETERS
 DE7121_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7121+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001
 DE7121
 DE7121  HISTORY     - Date     Condition        Report By
 DE7121  HISTORY     - 1992     MONUMENTED       MNDT
 DE7121  HISTORY     - 19920504 GOOD             MNDT
 DE7121  HISTORY     - 20011023 GOOD             MNDT
 DE7121
 DE7121                          STATION DESCRIPTION
 DE7121
 DE7121'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DE7121'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 23, T106N, R46W, 1.5 MI
 DE7121'(2.4 KM) SOUTH OF PIPESTONE.  THE MARK IS 1.55 MI (2.49 KM) SSW ALONG
 DE7121'TH 23 FROM THE JCT OF TH 23 AND TH 30, AT TH 23 MP 28.15, 79 FT (24.1
 DE7121'M) ESE OF TH 23, 59.5 FT (18.1 M) WEST OF CO RD 15, AND 1.5 FT (0.5 M)
 DE7121'NE OF WIT POST. ROD MARK DEPTH OF 15 FEET, RECESSED 02 CM.
 DE7121
 DE7121                          STATION RECOVERY (2001)
 DE7121
 DE7121'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE7121'THE MARK WAS RECOVERED 1.6 MI (2.6 KM) SW ALONG TH 23 FROM JCT OF TH
 DE7121'30 IN PIPESTONE, AT TH 23 MP 28.15, 79 FT (24.1 M) ESE OF TH 23, 59.5
 DE7121'FT (18.1 M) WEST OF CO RD 15, 1.5 FT (0.5 M) NE OF WIT POST, RECESSED
 DE7121'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7122 ***********************************************************************
 DE7122  DESIGNATION -  5901 Q
 DE7122  PID         -  DE7122
 DE7122  STATE/COUNTY-  MN/PIPESTONE
 DE7122  USGS QUAD   -  PIPESTONE SOUTH (1967)
 DE7122
 DE7122                         *CURRENT SURVEY CONTROL
 DE7122  ___________________________________________________________________
 DE7122* NAD 83(1996)-  43 57 28.58050(N)    096 20 18.87811(W)     ADJUSTED  
 DE7122* NAVD 88     -       517.793  (meters)    1698.79   (feet)  ADJUSTED  
 DE7122  ___________________________________________________________________
 DE7122  X           -    -507,754.131 (meters)                     COMP
 DE7122  Y           -  -4,570,960.702 (meters)                     COMP
 DE7122  Z           -   4,405,069.931 (meters)                     COMP
 DE7122  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 DE7122  ELLIP HEIGHT-         491.73  (meters)          (09/06/02) GPS OBS
 DE7122  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DE7122  DYNAMIC HT  -         517.673 (meters)    1698.40  (feet)  COMP
 DE7122  MODELED GRAV-     980,371.0   (mgal)                       NAVD 88
 DE7122
 DE7122  HORZ ORDER  -  FIRST
 DE7122  VERT ORDER  -  SECOND    CLASS I
 DE7122  ELLP ORDER  -  THIRD     CLASS II
 DE7122
 DE7122.The horizontal coordinates were established by GPS observations
 DE7122.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7122
 DE7122.The orthometric height was determined by differential leveling
 DE7122.and adjusted by the National Geodetic Survey in December 2004..
 DE7122
 DE7122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7122
 DE7122.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7122
 DE7122.The ellipsoidal height was determined by GPS observations
 DE7122.and is referenced to NAD 83.
 DE7122
 DE7122.The geoid height was determined by GEOID03.
 DE7122
 DE7122.The dynamic height is computed by dividing the NAVD 88
 DE7122.geopotential number by the normal gravity value computed on the
 DE7122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7122.degrees latitude (g = 980.6199 gals.).
 DE7122
 DE7122.The modeled gravity was interpolated from observed gravity values.
 DE7122
 DE7122;                    North         East     Units Scale Factor Converg.
 DE7122;SPC MN S     -   209,123.416   612,331.010   MT  0.99996674   -1 38 21.0
 DE7122;UTM  14      - 4,870,644.917   713,530.791   MT  1.00016082   +1 50 53.1
 DE7122
 DE7122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7122!SPC MN S     -   0.99992290  x   0.99996674  =   0.99988964
 DE7122!UTM  14      -   0.99992290  x   1.00016082  =   1.00008371
 DE7122
 DE7122:                Primary Azimuth Mark                     Grid Az
 DE7122:SPC MN S     -  5901 L                                   026 30 51.5
 DE7122:UTM  14      -  5901 L                                   023 01 37.4
 DE7122
 DE7122|---------------------------------------------------------------------|
 DE7122| PID    Reference Object                     Distance      Geod. Az  |
 DE7122|                                                           dddmmss.s |
 DE7122| DE7117 5901 L                              APPROX. 0.9 KM 0245230.5 |
 DE7122|---------------------------------------------------------------------|
 DE7122
 DE7122                          SUPERSEDED SURVEY CONTROL
 DE7122
 DE7122  NAVD 88 (09/06/02)  517.79   (m)         1698.8    (f) LEVELING    3  
 DE7122
 DE7122.Superseded values are not recommended for survey control.
 DE7122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7122.See file dsdata.txt to determine how the superseded data were derived.
 DE7122
 DE7122_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1353170645(NAD 83)
 DE7122_MARKER: DV = VERTICAL CONTROL DISK
 DE7122_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DE7122+WITH SETTING: INTO GROUND
 DE7122_STAMPING: 5901 Q 1992
 DE7122_MARK LOGO: MNDT  
 DE7122_PROJECTION: FLUSH
 DE7122_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7122+STABILITY: SURFACE MOTION
 DE7122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7122+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001
 DE7122
 DE7122  HISTORY     - Date     Condition        Report By
 DE7122  HISTORY     - 1992     MONUMENTED       MNDT
 DE7122  HISTORY     - 19920504 GOOD             MNDT
 DE7122  HISTORY     - 20011023 GOOD             MNDT
 DE7122
 DE7122                          STATION DESCRIPTION
 DE7122
 DE7122'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DE7122'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 26, T106N, R46W, 2.5 MI
 DE7122'(4.0 KM) SW OF PIPESTONE.  THE MARK IS 2.85 MI (4.59 KM) SSW ALONG TH
 DE7122'23 FROM THE JCT OF TH 23 AND TH 30, AT TH 23 MP 26.85, 73 FT (22.3 M)
 DE7122'ESE OF TH 23, 20 FT (6.1 M) SW OF A FIELD ENT, 1.5 FT (0.5 M) WNW OF A
 DE7122'FENCE LINE, AND 1.4 FT (0.4 M) WNW OF A WIT POST. ROD MARK DEPTH OF 6
 DE7122'FEET, RECESSED 02 CM.
 DE7122
 DE7122                          STATION RECOVERY (2001)
 DE7122
 DE7122'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE7122'THE MARK WAS RECOVERED 2.9 MI (4.7 KM) SW ALONG TH 23 FROM JCT OF TH
 DE7122'30 IN PIPESTONE, AT TH
 DE7122'23 MP 26.8, 73 FT (22.3 M) ESE OF TH 23, 20 FT (6.1 M) SW OF FIELD
 DE7122'ENTRANCE, 1.5 FT (0.5 M) WNW OF
 DE7122'FENCELINE, 1.4 FT (0.4 M) WNW OF WIT POST, FLUSH , MAGNETIC, GOOD FOR
 DE7122'GPS.
 DE7122'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7123 ***********************************************************************
 DE7123  DESIGNATION -  5901 R
 DE7123  PID         -  DE7123
 DE7123  STATE/COUNTY-  MN/PIPESTONE
 DE7123  USGS QUAD   -  PIPESTONE SOUTH (1967)
 DE7123
 DE7123                         *CURRENT SURVEY CONTROL
 DE7123  ___________________________________________________________________
 DE7123* NAD 83(1996)-  43 56 36.50855(N)    096 20 52.32291(W)     ADJUSTED  
 DE7123* NAVD 88     -       508.758  (meters)    1669.15   (feet)  ADJUSTED  
 DE7123  ___________________________________________________________________
 DE7123  X           -    -508,617.899 (meters)                     COMP
 DE7123  Y           -  -4,571,980.509 (meters)                     COMP
 DE7123  Z           -   4,403,906.500 (meters)                     COMP
 DE7123  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 DE7123  ELLIP HEIGHT-         482.67  (meters)          (09/06/02) GPS OBS
 DE7123  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DE7123  DYNAMIC HT  -         508.639 (meters)    1668.76  (feet)  COMP
 DE7123  MODELED GRAV-     980,368.5   (mgal)                       NAVD 88
 DE7123
 DE7123  HORZ ORDER  -  FIRST
 DE7123  VERT ORDER  -  SECOND    CLASS I
 DE7123  ELLP ORDER  -  THIRD     CLASS II
 DE7123
 DE7123.The horizontal coordinates were established by GPS observations
 DE7123.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7123
 DE7123.The orthometric height was determined by differential leveling
 DE7123.and adjusted by the National Geodetic Survey in December 2004..
 DE7123
 DE7123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7123
 DE7123.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7123
 DE7123.The ellipsoidal height was determined by GPS observations
 DE7123.and is referenced to NAD 83.
 DE7123
 DE7123.The geoid height was determined by GEOID03.
 DE7123
 DE7123.The dynamic height is computed by dividing the NAVD 88
 DE7123.geopotential number by the normal gravity value computed on the
 DE7123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7123.degrees latitude (g = 980.6199 gals.).
 DE7123
 DE7123.The modeled gravity was interpolated from observed gravity values.
 DE7123
 DE7123;                    North         East     Units Scale Factor Converg.
 DE7123;SPC MN S     -   207,538.340   611,539.527   MT  0.99996915   -1 38 44.5
 DE7123;UTM  14      - 4,869,014.325   712,837.050   MT  1.00015719   +1 50 28.1
 DE7123
 DE7123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7123!SPC MN S     -   0.99992432  x   0.99996915  =   0.99989347
 DE7123!UTM  14      -   0.99992432  x   1.00015719  =   1.00008150
 DE7123
 DE7123:                Primary Azimuth Mark                     Grid Az
 DE7123:SPC MN S     -  5901 K                                   026 33 42.5
 DE7123:UTM  14      -  5901 K                                   023 04 29.9
 DE7123
 DE7123|---------------------------------------------------------------------|
 DE7123| PID    Reference Object                     Distance      Geod. Az  |
 DE7123|                                                           dddmmss.s |
 DE7123| DE7116 5901 K                              APPROX. 0.9 KM 0245458.0 |
 DE7123|---------------------------------------------------------------------|
 DE7123
 DE7123                          SUPERSEDED SURVEY CONTROL
 DE7123
 DE7123  NAVD 88 (09/06/02)  508.75   (m)         1669.1    (f) LEVELING    3  
 DE7123
 DE7123.Superseded values are not recommended for survey control.
 DE7123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7123.See file dsdata.txt to determine how the superseded data were derived.
 DE7123
 DE7123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1283769014(NAD 83)
 DE7123_MARKER: DV = VERTICAL CONTROL DISK
 DE7123_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7123_STAMPING: 5901 R 1992
 DE7123_MARK LOGO: MNDT  
 DE7123_PROJECTION: RECESSED 5 CENTIMETERS
 DE7123_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7123+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001
 DE7123
 DE7123  HISTORY     - Date     Condition        Report By
 DE7123  HISTORY     - 1992     MONUMENTED       MNDT
 DE7123  HISTORY     - 19920504 GOOD             MNDT
 DE7123  HISTORY     - 20011023 GOOD             MNDT
 DE7123
 DE7123                          STATION DESCRIPTION
 DE7123
 DE7123'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DE7123'THE MARK IS LOCATED IN THE NW 1/4 OF SECTION 35, T106N, R46W, 3.75 MI
 DE7123'(6.03 KM) SW OF PIPESTONE.  THE MARK IS 2.7 MI (4.3 KM) NNE ALONG TH
 DE7123'23 FROM THE JCT OF TH 23 AND CO RD 2 IN IHLEN, AT TH 23 MP 25.75, 70.5
 DE7123'FT (21.5 M) ESE OF TH 23, 52 FT (15.8 M) WEST OF CO RD 55, 1.8 FT (0.5
 DE7123'M) NORTH OF A FENCE COR, AND 2.4 FT (0.7 M) NE OF A WIT POST. ROD MARK
 DE7123'DEPTH OF 18 FEET, RECESSED 02 CM.
 DE7123
 DE7123                          STATION RECOVERY (2001)
 DE7123
 DE7123'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE7123'THE MARK WAS RECOVERED 3.75 MI (6.03 KM) SW OF PIPESTONE, 2.75 MI
 DE7123'(4.43 KM) NE ALONG TH 23
 DE7123'FROM JCT OF CO RD 2 IN IHLEN, AT TH 23 MP 25.75, 70.5 FT (21.5 M) ESE
 DE7123'OF TH 23, 52 FT (15.8 M) WEST
 DE7123'OF CO RD 55, 1.8 FT (0.5 M) NORTH OF FENCE CORNER, 6.6 FT (2.0 M) WEST
 DE7123'OF R/W POST, 2.4 FT (0.7 M)
 DE7123'NE OF WIT POST, RECESSED 2 INCHES, MAGNETIC, GOOD FOR GPS.
 DE7123'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7124 ***********************************************************************
 DE7124  DESIGNATION -  5901 S
 DE7124  PID         -  DE7124
 DE7124  STATE/COUNTY-  MN/PIPESTONE
 DE7124  USGS QUAD   -  PIPESTONE SOUTH (1967)
 DE7124
 DE7124                         *CURRENT SURVEY CONTROL
 DE7124  ___________________________________________________________________
 DE7124* NAD 83(1996)-  43 54 44.89919(N)    096 22 02.01119(W)     ADJUSTED  
 DE7124* NAVD 88     -       501.284  (meters)    1644.63   (feet)  ADJUSTED  
 DE7124  ___________________________________________________________________
 DE7124  X           -    -510,427.000 (meters)                     COMP
 DE7124  Y           -  -4,574,178.259 (meters)                     COMP
 DE7124  Z           -   4,401,420.169 (meters)                     COMP
 DE7124  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DE7124  ELLIP HEIGHT-         475.16  (meters)          (09/06/02) GPS OBS
 DE7124  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 DE7124  DYNAMIC HT  -         501.164 (meters)    1644.24  (feet)  COMP
 DE7124  MODELED GRAV-     980,364.7   (mgal)                       NAVD 88
 DE7124
 DE7124  HORZ ORDER  -  FIRST
 DE7124  VERT ORDER  -  SECOND    CLASS I
 DE7124  ELLP ORDER  -  THIRD     CLASS II
 DE7124
 DE7124.The horizontal coordinates were established by GPS observations
 DE7124.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7124
 DE7124.The orthometric height was determined by differential leveling
 DE7124.and adjusted by the National Geodetic Survey in December 2004..
 DE7124
 DE7124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7124
 DE7124.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7124
 DE7124.The ellipsoidal height was determined by GPS observations
 DE7124.and is referenced to NAD 83.
 DE7124
 DE7124.The geoid height was determined by GEOID03.
 DE7124
 DE7124.The dynamic height is computed by dividing the NAVD 88
 DE7124.geopotential number by the normal gravity value computed on the
 DE7124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7124.degrees latitude (g = 980.6199 gals.).
 DE7124
 DE7124.The modeled gravity was interpolated from observed gravity values.
 DE7124
 DE7124;                    North         East     Units Scale Factor Converg.
 DE7124;SPC MN S     -   204,139.971   609,886.388   MT  0.99997452   -1 39 33.3
 DE7124;UTM  14      - 4,865,521.082   711,393.366   MT  1.00014966   +1 49 36.0
 DE7124
 DE7124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7124!SPC MN S     -   0.99992550  x   0.99997452  =   0.99990002
 DE7124!UTM  14      -   0.99992550  x   1.00014966  =   1.00007515
 DE7124
 DE7124:                Primary Azimuth Mark                     Grid Az
 DE7124:SPC MN S     -  5901 G                                   208 30 56.3
 DE7124:UTM  14      -  5901 G                                   205 01 47.0
 DE7124
 DE7124|---------------------------------------------------------------------|
 DE7124| PID    Reference Object                     Distance      Geod. Az  |
 DE7124|                                                           dddmmss.s |
 DE7124| DE7114 5901 G                              APPROX. 0.6 KM 2065123.0 |
 DE7124|---------------------------------------------------------------------|
 DE7124
 DE7124                          SUPERSEDED SURVEY CONTROL
 DE7124
 DE7124  NAVD 88 (09/06/02)  501.27   (m)         1644.6    (f) LEVELING    3  
 DE7124
 DE7124.Superseded values are not recommended for survey control.
 DE7124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7124.See file dsdata.txt to determine how the superseded data were derived.
 DE7124
 DE7124_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1139365521(NAD 83)
 DE7124_MARKER: DV = VERTICAL CONTROL DISK
 DE7124_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7124_STAMPING: 5901 S 1992
 DE7124_MARK LOGO: MNDT  
 DE7124_PROJECTION: RECESSED 5 CENTIMETERS
 DE7124_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7124+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 DE7124
 DE7124  HISTORY     - Date     Condition        Report By
 DE7124  HISTORY     - 1992     MONUMENTED       MNDT
 DE7124  HISTORY     - 19920504 GOOD             MNDT
 DE7124  HISTORY     - 20011023 GOOD             MNDT
 DE7124  HISTORY     - 20040922 GOOD             MNDT
 DE7124
 DE7124                          STATION DESCRIPTION
 DE7124
 DE7124'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DE7124'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 10, T105N, R46W, 0.4 MI
 DE7124'(0.6 KM) NORTH OF IHLEN.  THE MARK IS 0.35 MI (0.56 KM) NNE ALONG TH
 DE7124'23 FROM THE JCT OF TH 23 AND CO RD 2 IN IHLEN, AT TH 23 MP 23.4, 123
 DE7124'FT (37.5 M) ESE OF TH 23, 43 FT (13.1 M) ESE OF CO RD 54, 1.8 FT (0.5
 DE7124'M) WEST OF A FENCE COR, 1.8 FT (0.5 M) WEST OF A FENCE LINE, AND 1.0
 DE7124'FT (0.3 M) WEST OF A WIT POST. ROD MARK DEPTH OF 30 FEET, RECESSED 02
 DE7124'CM.
 DE7124
 DE7124                          STATION RECOVERY (2001)
 DE7124
 DE7124'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE7124'THE MARK WAS RECOVERED 0.4 MI (0.6 KM) NE ALONG TH 23 FROM JCT OF CO
 DE7124'RD 2 IN IHLEN, AT TH 23
 DE7124'MP 23.4, 123 FT (37.5 M) ESE OF TH 23, 43 FT (13.1 M) ESE OF CO RD 54,
 DE7124'1.8 FT (0.5 M) WEST OF FENCE
 DE7124'CORNER AND FENCELINE, 1 FT (0.3 M) WEST OF WIT POST, RECESSED 2
 DE7124'INCHES, MAGNETIC, GOOD FOR
 DE7124'GPS.
 DE7124'
 DE7124
 DE7124                          STATION RECOVERY (2004)
 DE7124
 DE7124'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (BS)
 DE7124'0.4 MILE NORTHEAST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK
 DE7124'HIGHWAY 23 AND  COUNTY ROAD 2 IN IHLEN, AT TRUNK HIGHWAY 23 MILEPOINT
 DE7124'23.4, 123.0 FEET EAST-SOUTHEAST OF  THE CENTER OF TRUNK HIGHWAY 23, 43
 DE7124'FEET EAST-SOUTHEAST OF COUNTY ROAD 54, 1.8 FEET WEST  OF FENCE CORNER
 DE7124'AND FENCELINE, 1 FOOT WEST OF WITNESS POST, RECESSED 2 INCHES,
 DE7124'MAGNETIC
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7446 ***********************************************************************
 DG7446  DESIGNATION -  5901 T
 DG7446  PID         -  DG7446
 DG7446  STATE/COUNTY-  MN/PIPESTONE
 DG7446  USGS QUAD   -  PIPESTONE SOUTH (1967)
 DG7446
 DG7446                         *CURRENT SURVEY CONTROL
 DG7446  ___________________________________________________________________
 DG7446* NAD 83(1986)-  43 54 15.     (N)    096 22 21.     (W)     SCALED    
 DG7446* NAVD 88     -       499.682  (meters)    1639.37   (feet)  ADJUSTED  
 DG7446  ___________________________________________________________________
 DG7446  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DG7446  DYNAMIC HT  -         499.563 (meters)    1638.98  (feet)  COMP
 DG7446  MODELED GRAV-     980,364.1   (mgal)                       NAVD 88
 DG7446
 DG7446  VERT ORDER  -  SECOND    CLASS I
 DG7446
 DG7446.The horizontal coordinates were scaled from a topographic map and have
 DG7446.an estimated accuracy of +/- 6 seconds.
 DG7446
 DG7446.The orthometric height was determined by differential leveling
 DG7446.and adjusted by the National Geodetic Survey in December 2004..
 DG7446
 DG7446.The geoid height was determined by GEOID03.
 DG7446
 DG7446.The dynamic height is computed by dividing the NAVD 88
 DG7446.geopotential number by the normal gravity value computed on the
 DG7446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7446.degrees latitude (g = 980.6199 gals.).
 DG7446
 DG7446.The modeled gravity was interpolated from observed gravity values.
 DG7446
 DG7446;                    North         East    Units  Estimated Accuracy
 DG7446;SPC MN S     -   203,230.      609,440.      MT  (+/- 180 meters Scaled)
 DG7446
 DG7446                          SUPERSEDED SURVEY CONTROL
 DG7446
 DG7446.No superseded survey control is available for this station.
 DG7446
 DG7446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP109645(NAD 83)
 DG7446_MARKER: DV = VERTICAL CONTROL DISK
 DG7446_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG7446_SP_SET: BRIDGE ABUTMENT
 DG7446_STAMPING: 5901 T 1992
 DG7446_MARK LOGO: MNDT  
 DG7446_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7446+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG7446
 DG7446  HISTORY     - Date     Condition        Report By
 DG7446  HISTORY     - 1992     MONUMENTED       MNDT
 DG7446
 DG7446                          STATION DESCRIPTION
 DG7446
 DG7446'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7446'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 16, T105N, R46W, 0.5 MI
 DG7446'(0.8 KM) SW OF IHLEN.  THE MARK IS SET IN THE SE COR OF THE ABUTMENT
 DG7446'OF TH 23 BRDG NO 5679 OVER SPLIT ROCK CREEK, 0.25 MI (0.40 KM) SOUTH
 DG7446'ALONG TH 23 FROM JCT OF TH 23 AND CO RD 2, AT TH 23 MP 22.75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7449 ***********************************************************************
 DG7449  DESIGNATION -  5901 U
 DG7449  PID         -  DG7449
 DG7449  STATE/COUNTY-  MN/PIPESTONE
 DG7449  USGS QUAD   -  JASPER (1967)
 DG7449
 DG7449                         *CURRENT SURVEY CONTROL
 DG7449  ___________________________________________________________________
 DG7449* NAD 83(1986)-  43 51 23.     (N)    096 23 48.     (W)     SCALED    
 DG7449* NAVD 88     -       473.377  (meters)    1553.07   (feet)  ADJUSTED  
 DG7449  ___________________________________________________________________
 DG7449  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DG7449  DYNAMIC HT  -         473.262 (meters)    1552.69  (feet)  COMP
 DG7449  MODELED GRAV-     980,361.7   (mgal)                       NAVD 88
 DG7449
 DG7449  VERT ORDER  -  SECOND    CLASS I
 DG7449
 DG7449.The horizontal coordinates were scaled from a topographic map and have
 DG7449.an estimated accuracy of +/- 6 seconds.
 DG7449
 DG7449.The orthometric height was determined by differential leveling
 DG7449.and adjusted by the National Geodetic Survey in December 2004..
 DG7449
 DG7449.The geoid height was determined by GEOID03.
 DG7449
 DG7449.The dynamic height is computed by dividing the NAVD 88
 DG7449.geopotential number by the normal gravity value computed on the
 DG7449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7449.degrees latitude (g = 980.6199 gals.).
 DG7449
 DG7449.The modeled gravity was interpolated from observed gravity values.
 DG7449
 DG7449;                    North         East    Units  Estimated Accuracy
 DG7449;SPC MN S     -   197,980.      607,340.      MT  (+/- 180 meters Scaled)
 DG7449
 DG7449                          SUPERSEDED SURVEY CONTROL
 DG7449
 DG7449.No superseded survey control is available for this station.
 DG7449
 DG7449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP092592(NAD 83)
 DG7449_MARKER: DV = VERTICAL CONTROL DISK
 DG7449_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG7449_SP_SET: BRIDGE ABUTMENT
 DG7449_STAMPING: 5901 U 1992
 DG7449_MARK LOGO: MNDT  
 DG7449_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7449+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG7449
 DG7449  HISTORY     - Date     Condition        Report By
 DG7449  HISTORY     - 1992     MONUMENTED       MNDT
 DG7449
 DG7449                          STATION DESCRIPTION
 DG7449
 DG7449'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7449'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 32, T105N, R46W, AT THE
 DG7449'NORTH EDGE OF JASPER.  THE MARK IS SET IN THE SE COR OF THE ABUTMENT
 DG7449'OF TH 23 BRDG NO 5678 OVER SPLIT ROCK CREEK, 0.55 MI (0.89 KM) NORTH
 DG7449'OF THE ROCK-PIPESTONE COUNTY LINE, AT TH 23 MP 19.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1182 ***********************************************************************
 OQ1182  DESIGNATION -  5905 H
 OQ1182  PID         -  OQ1182
 OQ1182  STATE/COUNTY-  MN/PIPESTONE
 OQ1182  USGS QUAD   -  JASPER SE (1967)
 OQ1182
 OQ1182                         *CURRENT SURVEY CONTROL
 OQ1182  ___________________________________________________________________
 OQ1182* NAD 83(1986)-  43 51 47.     (N)    096 15 51.     (W)     SCALED    
 OQ1182* NAVD 88     -       511.621  (meters)    1678.54   (feet)  ADJUSTED  
 OQ1182  ___________________________________________________________________
 OQ1182  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OQ1182  DYNAMIC HT  -         511.497 (meters)    1678.14  (feet)  COMP
 OQ1182  MODELED GRAV-     980,361.2   (mgal)                       NAVD 88
 OQ1182
 OQ1182  VERT ORDER  -  SECOND    CLASS I
 OQ1182
 OQ1182.The horizontal coordinates were scaled from a topographic map and have
 OQ1182.an estimated accuracy of +/- 6 seconds.
 OQ1182
 OQ1182.The orthometric height was determined by differential leveling
 OQ1182.and adjusted by the National Geodetic Survey in June 1995..
 OQ1182
 OQ1182.The geoid height was determined by GEOID03.
 OQ1182
 OQ1182.The dynamic height is computed by dividing the NAVD 88
 OQ1182.geopotential number by the normal gravity value computed on the
 OQ1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1182.degrees latitude (g = 980.6199 gals.).
 OQ1182
 OQ1182.The modeled gravity was interpolated from observed gravity values.
 OQ1182
 OQ1182;                    North         East    Units  Estimated Accuracy
 OQ1182;SPC MN S     -   198,420.      618,010.      MT  (+/- 180 meters Scaled)
 OQ1182
 OQ1182                          SUPERSEDED SURVEY CONTROL
 OQ1182
 OQ1182.No superseded survey control is available for this station.
 OQ1182
 OQ1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP198603(NAD 83)
 OQ1182_MARKER: DB = BENCH MARK DISK
 OQ1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ1182_SP_SET: PREFAB CONC. POST IN EARTH
 OQ1182_STAMPING: 5905 H 1985
 OQ1182_MARK LOGO: MNDT  
 OQ1182_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1182+STABILITY: SURFACE MOTION
 OQ1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1182+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1996
 OQ1182
 OQ1182  HISTORY     - Date     Condition        Report By
 OQ1182  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1182  HISTORY     - 19960123 GOOD             MNDT
 OQ1182
 OQ1182                          STATION DESCRIPTION
 OQ1182
 OQ1182'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1182'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH OF THE CITY OF TROSKY,
 OQ1182'IN THE NW 1/4 OF SECTION 33, T105N, R45W, 1.05 MI (1.69 KM) SOUTH
 OQ1182'ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH TRUNK HIGHWAY 268 SOUTH
 OQ1182'OF TROSKY, 76.0 FT (23.2 M) SOUTHWEST OF AND ABOUT LEVEL WITH THE
 OQ1182'CENTERLINE OF HIGHWAY 75 AT MILEPOINT 26.25, 49.0 FT (14.9 M) SOUTH
 OQ1182'OF THE CENTER OF AN EAST-WEST ROAD, 34.5 FT (10.5 M) NORTHWEST OF A
 OQ1182'POWER POLE (NUMBER 252), 13.0 FT (4.0 M) SOUTHEAST OF A STEEL
 OQ1182'RIGHT-OF-WAY POST, 2.4 FT (0.7 M) NORTHEAST OF A FENCELINE, AND 0.9
 OQ1182'FT (27.4 CM) NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 OQ1182'MNDT BENCH MARK DISK STAMPED---5905 H 1985---, IS SET IN THE TOP OF A
 OQ1182'PRE-CAST (MAGNETIC) CONCRETE POST AND PROJECTS 0.3 FT (9.1 CM) ABOVE
 OQ1182'THE GROUND.
 OQ1182
 OQ1182                          STATION RECOVERY (1996)
 OQ1182
 OQ1182'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 OQ1182'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1183 ***********************************************************************
 OQ1183  DESIGNATION -  5905 J
 OQ1183  PID         -  OQ1183
 OQ1183  STATE/COUNTY-  MN/PIPESTONE
 OQ1183  USGS QUAD   -  JASPER SE (1967)
 OQ1183
 OQ1183                         *CURRENT SURVEY CONTROL
 OQ1183  ___________________________________________________________________
 OQ1183* NAD 83(1986)-  43 51 19.     (N)    096 15 07.     (W)     SCALED    
 OQ1183* NAVD 88     -       503.610  (meters)    1652.26   (feet)  ADJUSTED  
 OQ1183  ___________________________________________________________________
 OQ1183  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 OQ1183  DYNAMIC HT  -         503.488 (meters)    1651.86  (feet)  COMP
 OQ1183  MODELED GRAV-     980,361.1   (mgal)                       NAVD 88
 OQ1183
 OQ1183  VERT ORDER  -  SECOND    CLASS I
 OQ1183
 OQ1183.The horizontal coordinates were scaled from a topographic map and have
 OQ1183.an estimated accuracy of +/- 6 seconds.
 OQ1183
 OQ1183.The orthometric height was determined by differential leveling
 OQ1183.and adjusted by the National Geodetic Survey in June 1995..
 OQ1183
 OQ1183.The geoid height was determined by GEOID03.
 OQ1183
 OQ1183.The dynamic height is computed by dividing the NAVD 88
 OQ1183.geopotential number by the normal gravity value computed on the
 OQ1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1183.degrees latitude (g = 980.6199 gals.).
 OQ1183
 OQ1183.The modeled gravity was interpolated from observed gravity values.
 OQ1183
 OQ1183;                    North         East    Units  Estimated Accuracy
 OQ1183;SPC MN S     -   197,530.      618,970.      MT  (+/- 180 meters Scaled)
 OQ1183
 OQ1183                          SUPERSEDED SURVEY CONTROL
 OQ1183
 OQ1183.No superseded survey control is available for this station.
 OQ1183
 OQ1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP208594(NAD 83)
 OQ1183_MARKER: DV = VERTICAL CONTROL DISK
 OQ1183_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1183_SP_SET: BOX CULVERT HEADWALL
 OQ1183_STAMPING: 5905 J 1985
 OQ1183_MARK LOGO: MNDT  
 OQ1183_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1183+STABILITY: SURFACE MOTION
 OQ1183
 OQ1183  HISTORY     - Date     Condition        Report By
 OQ1183  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1183
 OQ1183                          STATION DESCRIPTION
 OQ1183
 OQ1183'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1183'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF THE CITY OF TROSKY,
 OQ1183'IN THE NW 1/4 OF SECTION 33, T105N, R45W, 1.9 MI (3.1 KM) SOUTH ALONG
 OQ1183'TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH TRUNK HIGHWAY 268 SOUTH OF
 OQ1183'TROSKY, 28.0 FT (8.5 M) NORTHEAST OF AND 2 FT (0.6 M) LOWER THAN THE
 OQ1183'CENTERLINE OF HIGHWAY 75 AT MILEPOINT 25.4, AND 0.6 FT (18.3 CM)
 OQ1183'NORTHWEST OF THE SOUTH END OF A BOX CULVERT HEADWALL.  THE MARK, A
 OQ1183'STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 OQ1183'STAMPED---5905 J 1985---, IS SET IN A DRILL HOLE IN THE HEADWALL OF
 OQ1183'THE SOUTHEAST CORNER OF THE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1184 ***********************************************************************
 OQ1184  DESIGNATION -  5905 K
 OQ1184  PID         -  OQ1184
 OQ1184  STATE/COUNTY-  MN/PIPESTONE
 OQ1184  USGS QUAD   -  JASPER SE (1967)
 OQ1184
 OQ1184                         *CURRENT SURVEY CONTROL
 OQ1184  ___________________________________________________________________
 OQ1184* NAD 83(1986)-  43 51 37.     (N)    096 15 36.     (W)     SCALED    
 OQ1184* NAVD 88     -       501.209  (meters)    1644.38   (feet)  ADJUSTED  
 OQ1184  ___________________________________________________________________
 OQ1184  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 OQ1184  DYNAMIC HT  -         501.087 (meters)    1643.98  (feet)  COMP
 OQ1184  MODELED GRAV-     980,361.1   (mgal)                       NAVD 88
 OQ1184
 OQ1184  VERT ORDER  -  SECOND    CLASS I
 OQ1184
 OQ1184.The horizontal coordinates were scaled from a topographic map and have
 OQ1184.an estimated accuracy of +/- 6 seconds.
 OQ1184
 OQ1184.The orthometric height was determined by differential leveling
 OQ1184.and adjusted by the National Geodetic Survey in June 1995..
 OQ1184
 OQ1184.The geoid height was determined by GEOID03.
 OQ1184
 OQ1184.The dynamic height is computed by dividing the NAVD 88
 OQ1184.geopotential number by the normal gravity value computed on the
 OQ1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1184.degrees latitude (g = 980.6199 gals.).
 OQ1184
 OQ1184.The modeled gravity was interpolated from observed gravity values.
 OQ1184
 OQ1184;                    North         East    Units  Estimated Accuracy
 OQ1184;SPC MN S     -   198,100.      618,340.      MT  (+/- 180 meters Scaled)
 OQ1184
 OQ1184                          SUPERSEDED SURVEY CONTROL
 OQ1184
 OQ1184.No superseded survey control is available for this station.
 OQ1184
 OQ1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP201600(NAD 83)
 OQ1184_MARKER: DV = VERTICAL CONTROL DISK
 OQ1184_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1184_SP_SET: BOX CULVERT HEADWALL
 OQ1184_STAMPING: 5905 K 1985
 OQ1184_MARK LOGO: MNDT  
 OQ1184_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1184+STABILITY: SURFACE MOTION
 OQ1184
 OQ1184  HISTORY     - Date     Condition        Report By
 OQ1184  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1184
 OQ1184                          STATION DESCRIPTION
 OQ1184
 OQ1184'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1184'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) SOUTH OF THE CITY OF
 OQ1184'TROSKY, IN THE NW 1/4 OF SECTION 33, T105N, R45W, 1.55 MI (2.49 KM)
 OQ1184'SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH TRUNK HIGHWAY 268
 OQ1184'SOUTH OF TROSKY, 26.5 FT (8.1 M) NORTHEAST OF AND 0.5 FT (15.2 CM)
 OQ1184'LOWER THAN THE CENTERLINE OF HIGHWAY 75 AT MILEPOINT 25.75, AND 0.2 FT
 OQ1184'(6.1 CM) NORTHWEST OF THE SOUTH END OF A BOX CULVERT HEADWALL.  THE
 OQ1184'MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 OQ1184'DISK STAMPED---5905 K 1985---, IS SET IN A DRILL HOLE IN THE HEADWALL
 OQ1184'AT THE SOUTHEAST CORNER OF THE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1185 ***********************************************************************
 OQ1185  DESIGNATION -  5905 L
 OQ1185  PID         -  OQ1185
 OQ1185  STATE/COUNTY-  MN/PIPESTONE
 OQ1185  USGS QUAD   -  JASPER SE (1967)
 OQ1185
 OQ1185                         *CURRENT SURVEY CONTROL
 OQ1185  ___________________________________________________________________
 OQ1185* NAD 83(1986)-  43 52 01.     (N)    096 15 55.     (W)     SCALED    
 OQ1185* NAVD 88     -       508.270  (meters)    1667.55   (feet)  ADJUSTED  
 OQ1185  ___________________________________________________________________
 OQ1185  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OQ1185  DYNAMIC HT  -         508.147 (meters)    1667.15  (feet)  COMP
 OQ1185  MODELED GRAV-     980,361.6   (mgal)                       NAVD 88
 OQ1185
 OQ1185  VERT ORDER  -  SECOND    CLASS I
 OQ1185
 OQ1185.The horizontal coordinates were scaled from a topographic map and have
 OQ1185.an estimated accuracy of +/- 6 seconds.
 OQ1185
 OQ1185.The orthometric height was determined by differential leveling
 OQ1185.and adjusted by the National Geodetic Survey in July 2000..
 OQ1185
 OQ1185.The geoid height was determined by GEOID03.
 OQ1185
 OQ1185.The dynamic height is computed by dividing the NAVD 88
 OQ1185.geopotential number by the normal gravity value computed on the
 OQ1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1185.degrees latitude (g = 980.6199 gals.).
 OQ1185
 OQ1185.The modeled gravity was interpolated from observed gravity values.
 OQ1185
 OQ1185;                    North         East    Units  Estimated Accuracy
 OQ1185;SPC MN S     -   198,850.      617,930.      MT  (+/- 180 meters Scaled)
 OQ1185
 OQ1185                          SUPERSEDED SURVEY CONTROL
 OQ1185
 OQ1185  NAVD 88 (06/15/95)  508.265  (m)         1667.53   (f) UNKNOWN     2 1
 OQ1185
 OQ1185.Superseded values are not recommended for survey control.
 OQ1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1185.See file dsdata.txt to determine how the superseded data were derived.
 OQ1185
 OQ1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP197607(NAD 83)
 OQ1185_MARKER: DV = VERTICAL CONTROL DISK
 OQ1185_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1185_SP_SET: BOX CULVERT HEADWALL
 OQ1185_STAMPING: 5905 L 1985
 OQ1185_MARK LOGO: MNDT  
 OQ1185_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1185+STABILITY: SURFACE MOTION
 OQ1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1185+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1996
 OQ1185
 OQ1185  HISTORY     - Date     Condition        Report By
 OQ1185  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1185  HISTORY     - 19960123 GOOD             MNDT
 OQ1185
 OQ1185                          STATION DESCRIPTION
 OQ1185
 OQ1185'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1185'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) SOUTH OF THE CITY OF
 OQ1185'TROSKY, IN THE SE 1/4 OF SECTION 29, T105N, R45W, 0.8 MI (1.3 KM)
 OQ1185'SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH TRUNK HIGHWAY 268,
 OQ1185'26.0 FT (7.9 M) WEST OF AND 2 FT (0.6 M) LOWER THAN THE CENTERLINE OF
 OQ1185'HIGHWAY 75 AT MILEPOINT 26.5, AND 0.5 FT (15.2 CM) NORTH OF THE SOUTH
 OQ1185'END OF A BOX CULVERT HEADWALL.  THE MARK, A STANDARD MAGNETIC
 OQ1185'ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---5905 L
 OQ1185'1985---, IS SET IN A DRILL HOLE IN THE HEADWALL AT THE SOUTHEAST
 OQ1185'CORNER OF THE BOX CULVERT.
 OQ1185
 OQ1185                          STATION RECOVERY (1996)
 OQ1185
 OQ1185'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 OQ1185'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BUT IS IN THE SW
 OQ1185'COR OF THE TH 75 CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1186 ***********************************************************************
 OQ1186  DESIGNATION -  5905 M
 OQ1186  PID         -  OQ1186
 OQ1186  STATE/COUNTY-  MN/PIPESTONE
 OQ1186  USGS QUAD   -  PIPESTONE SOUTH (1967)
 OQ1186
 OQ1186                         *CURRENT SURVEY CONTROL
 OQ1186  ___________________________________________________________________
 OQ1186* NAD 83(1986)-  43 52 32.     (N)    096 15 53.     (W)     SCALED    
 OQ1186* NAVD 88     -       511.496  (meters)    1678.13   (feet)  ADJUSTED  
 OQ1186  ___________________________________________________________________
 OQ1186  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 OQ1186  DYNAMIC HT  -         511.373 (meters)    1677.73  (feet)  COMP
 OQ1186  MODELED GRAV-     980,362.6   (mgal)                       NAVD 88
 OQ1186
 OQ1186  VERT ORDER  -  SECOND    CLASS I
 OQ1186
 OQ1186.The horizontal coordinates were scaled from a topographic map and have
 OQ1186.an estimated accuracy of +/- 6 seconds.
 OQ1186
 OQ1186.The orthometric height was determined by differential leveling
 OQ1186.and adjusted by the National Geodetic Survey in June 1995..
 OQ1186
 OQ1186.The geoid height was determined by GEOID03.
 OQ1186
 OQ1186.The dynamic height is computed by dividing the NAVD 88
 OQ1186.geopotential number by the normal gravity value computed on the
 OQ1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1186.degrees latitude (g = 980.6199 gals.).
 OQ1186
 OQ1186.The modeled gravity was interpolated from observed gravity values.
 OQ1186
 OQ1186;                    North         East    Units  Estimated Accuracy
 OQ1186;SPC MN S     -   199,810.      618,000.      MT  (+/- 180 meters Scaled)
 OQ1186
 OQ1186                          SUPERSEDED SURVEY CONTROL
 OQ1186
 OQ1186.No superseded survey control is available for this station.
 OQ1186
 OQ1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP197616(NAD 83)
 OQ1186_MARKER: DV = VERTICAL CONTROL DISK
 OQ1186_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1186_SP_SET: BOX CULVERT HEADWALL
 OQ1186_STAMPING: 5905 M 1985
 OQ1186_MARK LOGO: MNDT  
 OQ1186_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1186+STABILITY: SURFACE MOTION
 OQ1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1186+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1996
 OQ1186
 OQ1186  HISTORY     - Date     Condition        Report By
 OQ1186  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1186  HISTORY     - 19960123 GOOD             MNDT
 OQ1186
 OQ1186                          STATION DESCRIPTION
 OQ1186
 OQ1186'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1186'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) SOUTH OF THE CITY OF
 OQ1186'TROSKY, IN THE SW 1/4 OF SECTION 28, T105N, R45W, 0.15 MI (0.24 KM)
 OQ1186'SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH TRUNK HIGHWAY 268
 OQ1186'SOUTH OF TROSKY, 28.5 FT (8.7 M) EAST OF AND 2 FT (0.6 M) LOWER THAN
 OQ1186'THE CENTERLINE OF HIGHWAY 75 AT MILEPOINT 27.15, AND 0.5 FT
 OQ1186'(15.2 CM) NORTH OF THE SOUTH END OF A BOX CULVERT HEADWALL.  THE
 OQ1186'MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 OQ1186'DISK STAMPED---5905 M 1985---, IS SET IN A DRILL HOLE IN THE HEADWALL
 OQ1186'AT THE SOUTHEAST CORNER OF THE BOX CULVERT.
 OQ1186
 OQ1186                          STATION RECOVERY (1996)
 OQ1186
 OQ1186'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 OQ1186'THE MARK IS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1187 ***********************************************************************
 OQ1187  DESIGNATION -  5905 N
 OQ1187  PID         -  OQ1187
 OQ1187  STATE/COUNTY-  MN/PIPESTONE
 OQ1187  USGS QUAD   -  PIPESTONE SOUTH (1967)
 OQ1187
 OQ1187                         *CURRENT SURVEY CONTROL
 OQ1187  ___________________________________________________________________
 OQ1187* NAD 83(1986)-  43 53 12.     (N)    096 15 52.     (W)     SCALED    
 OQ1187* NAVD 88     -       518.837  (meters)    1702.22   (feet)  ADJUSTED  
 OQ1187  ___________________________________________________________________
 OQ1187  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 OQ1187  DYNAMIC HT  -         518.713 (meters)    1701.81  (feet)  COMP
 OQ1187  MODELED GRAV-     980,364.0   (mgal)                       NAVD 88
 OQ1187
 OQ1187  VERT ORDER  -  SECOND    CLASS I
 OQ1187
 OQ1187.The horizontal coordinates were scaled from a topographic map and have
 OQ1187.an estimated accuracy of +/- 6 seconds.
 OQ1187
 OQ1187.The orthometric height was determined by differential leveling
 OQ1187.and adjusted by the National Geodetic Survey in June 1995..
 OQ1187
 OQ1187.The geoid height was determined by GEOID03.
 OQ1187
 OQ1187.The dynamic height is computed by dividing the NAVD 88
 OQ1187.geopotential number by the normal gravity value computed on the
 OQ1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1187.degrees latitude (g = 980.6199 gals.).
 OQ1187
 OQ1187.The modeled gravity was interpolated from observed gravity values.
 OQ1187
 OQ1187;                    North         East    Units  Estimated Accuracy
 OQ1187;SPC MN S     -   201,040.      618,060.      MT  (+/- 180 meters Scaled)
 OQ1187
 OQ1187                          SUPERSEDED SURVEY CONTROL
 OQ1187
 OQ1187.No superseded survey control is available for this station.
 OQ1187
 OQ1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP197629(NAD 83)
 OQ1187_MARKER: DV = VERTICAL CONTROL DISK
 OQ1187_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1187_SP_SET: BOX CULVERT HEADWALL
 OQ1187_STAMPING: 5905 N 1985
 OQ1187_MARK LOGO: MNDT  
 OQ1187_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1187+STABILITY: SURFACE MOTION
 OQ1187
 OQ1187  HISTORY     - Date     Condition        Report By
 OQ1187  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1187
 OQ1187                          STATION DESCRIPTION
 OQ1187
 OQ1187'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1187'THE MARK IS LOCATED IN THE CITY OF TROSKY, IN THE NW 1/4 OF SECTION
 OQ1187'21, T105N, R45W, 0.6 MI (1.0 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM
 OQ1187'ITS JUNCTION WITH TRUNK HIGHWAY 268 SOUTH OF TROSKY, 30 FT (9.1 M)
 OQ1187'EAST OF AND 2 FT (0.6 M) LOWER THAN THE CENTERLINE OF HIGHWAY 75, AND
 OQ1187'0.4 FT (12.2 CM) NORTH OF THE SOUTH END OF A BOX CULVERT HEADWALL.
 OQ1187'THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL
 OQ1187'MONUMENT DISK STAMPED---5905 N 1985---, IS SET IN A DRILL HOLE IN THE
 OQ1187'HEADWALL AT THE SOUTHEAST CORNER OF THE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PR1162 ***********************************************************************
 PR1162  DESIGNATION -  5906 A
 PR1162  PID         -  PR1162
 PR1162  STATE/COUNTY-  MN/PIPESTONE
 PR1162  USGS QUAD   -  PIPESTONE NORTH (1967)
 PR1162
 PR1162                         *CURRENT SURVEY CONTROL
 PR1162  ___________________________________________________________________
 PR1162* NAD 83(1986)-  44 00 12.     (N)    096 18 27.     (W)     SCALED    
 PR1162* NAVD 88     -       525.351  (meters)    1723.59   (feet)  ADJUSTED  
 PR1162  ___________________________________________________________________
 PR1162  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 PR1162  DYNAMIC HT  -         525.236 (meters)    1723.21  (feet)  COMP
 PR1162  MODELED GRAV-     980,382.1   (mgal)                       NAVD 88
 PR1162
 PR1162  VERT ORDER  -  FIRST     CLASS II
 PR1162
 PR1162.The horizontal coordinates were scaled from a topographic map and have
 PR1162.an estimated accuracy of +/- 6 seconds.
 PR1162
 PR1162.The orthometric height was determined by differential leveling
 PR1162.and adjusted by the National Geodetic Survey in June 1991..
 PR1162
 PR1162.The geoid height was determined by GEOID03.
 PR1162
 PR1162.The dynamic height is computed by dividing the NAVD 88
 PR1162.geopotential number by the normal gravity value computed on the
 PR1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1162.degrees latitude (g = 980.6199 gals.).
 PR1162
 PR1162.The modeled gravity was interpolated from observed gravity values.
 PR1162
 PR1162;                    North         East    Units  Estimated Accuracy
 PR1162;SPC MN S     -   214,090.      614,970.      MT  (+/- 180 meters Scaled)
 PR1162
 PR1162                          SUPERSEDED SURVEY CONTROL
 PR1162
 PR1162.No superseded survey control is available for this station.
 PR1162
 PR1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP158757(NAD 83)
 PR1162_MARKER: DB = BENCH MARK DISK
 PR1162_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR1162_SP_SET: BRIDGE HEADWALL
 PR1162_STAMPING: 5906 A 1953
 PR1162_MARK LOGO: MNHD  
 PR1162_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR1162+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001
 PR1162
 PR1162  HISTORY     - Date     Condition        Report By
 PR1162  HISTORY     - 1953     MONUMENTED       MNDT
 PR1162  HISTORY     - 19900809 GOOD             NGS
 PR1162  HISTORY     - 20011023 GOOD             MNDT
 PR1162
 PR1162                          STATION DESCRIPTION
 PR1162
 PR1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1162'IN PIPESTONE, AT THE INTERSECTION OF STATE HIGHWAY 23 AND U.S.
 PR1162'HIGHWAY 75, IN TOP OF AND 2.4 M (7.9 FT) NORTHWEST OF THE SOUTHEAST
 PR1162'END OF THE SOUTHEAST CONCRETE ABUTMENT OF BRIDGE NUMBER 6572 SPANNING
 PR1162'MAIN DITCH, 6.5 M (21.3 FT) NORTHWEST OF THE CENTERLINE OF THE STATE
 PR1162'HIGHWAY, 5.9 M (19.4 FT) EAST OF THE CENTERLINE OF THE U.S. HIGHWAY,
 PR1162'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 PR1162
 PR1162                          STATION RECOVERY (2001)
 PR1162
 PR1162'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 PR1162'RECOVERED IN PIPESTONE, 0.1 MI (0.2 KM) NORTH OF JCT OF TH 23 AND TH
 PR1162'75, IN SE HEADWALL OF BRIDGE NO 6572, 21 FT (6.4 M) EAST OF TH 75, AT
 PR1162'TH 75 STA 35+30, 686+50.  (DESIGNATION IS ADJ 19 IN NGS DATABASE)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3144 ***********************************************************************
 DH3144  DESIGNATION -  5906 D
 DH3144  PID         -  DH3144
 DH3144  STATE/COUNTY-  MN/PIPESTONE
 DH3144  USGS QUAD   -  PIPESTONE NORTH (1967)
 DH3144
 DH3144                         *CURRENT SURVEY CONTROL
 DH3144  ___________________________________________________________________
 DH3144* NAD 83(1996)-  44 01 15.67233(N)    096 18 27.01283(W)     ADJUSTED  
 DH3144* NAVD 88     -       529.8    (meters)    1738.     (feet)  GPS OBS   
 DH3144  ___________________________________________________________________
 DH3144  X           -    -504,741.140 (meters)                     COMP
 DH3144  Y           -  -4,566,405.110 (meters)                     COMP
 DH3144  Z           -   4,410,121.467 (meters)                     COMP
 DH3144  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DH3144  ELLIP HEIGHT-         503.75  (meters)          (04/27/05) GPS OBS
 DH3144  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 DH3144
 DH3144  HORZ ORDER  -  FIRST
 DH3144  ELLP ORDER  -  THIRD     CLASS II
 DH3144
 DH3144.The horizontal coordinates were established by GPS observations
 DH3144.and adjusted by the MN DEPT OF TRANSP in April 2005..
 DH3144
 DH3144.The orthometric height was determined by GPS observations and a
 DH3144.high-resolution geoid model.
 DH3144
 DH3144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3144
 DH3144.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3144
 DH3144.The ellipsoidal height was determined by GPS observations
 DH3144.and is referenced to NAD 83.
 DH3144
 DH3144.The geoid height was determined by GEOID03.
 DH3144
 DH3144;                    North         East     Units Scale Factor Converg.
 DH3144;SPC MN S     -   216,058.554   615,021.806   MT  0.99995698   -1 37 02.6
 DH3144;UTM  14      - 4,877,732.377   715,795.111   MT  1.00017277   +1 52 18.5
 DH3144
 DH3144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3144!SPC MN S     -   0.99992102  x   0.99995698  =   0.99987800
 DH3144!UTM  14      -   0.99992102  x   1.00017277  =   1.00009377
 DH3144
 DH3144                          SUPERSEDED SURVEY CONTROL
 DH3144
 DH3144.No superseded survey control is available for this station.
 DH3144
 DH3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1579577732(NAD 83)
 DH3144_MARKER: DB = BENCH MARK DISK
 DH3144_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH3144_SP_SET: HEADWALL OF BOX CULVERT
 DH3144_STAMPING: 5906 D 1953
 DH3144_MARK LOGO: MNHD  
 DH3144_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3144+STABILITY: SURFACE MOTION
 DH3144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3144+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 DH3144
 DH3144  HISTORY     - Date     Condition        Report By
 DH3144  HISTORY     - 1953     MONUMENTED       MNHD
 DH3144  HISTORY     - 20040920 GOOD             MNDT
 DH3144
 DH3144                          STATION DESCRIPTION
 DH3144
 DH3144'DESCRIBED BY MN DEPT OF TRANSP 2004 (DS)
 DH3144'1.5 MILES NORTH OF PIPESTONE, 1.40 MILES NORTH ALONG TRUNK HIGHWAY 75
 DH3144'FROM THE NORTH  JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 23 IN
 DH3144'PIPESTONE, AT TRUNK HIGHWAY 75  MILEPOINT 37.85, IN SOUTHEAST CORNER
 DH3144'OF BOX CULVERT, 26.1 FEET EAST OF THE CENTERLINE,  AT  STATION 158+50
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1728 ***********************************************************************
 AI1728  DESIGNATION -  5907 A
 AI1728  PID         -  AI1728
 AI1728  STATE/COUNTY-  MN/PIPESTONE
 AI1728  USGS QUAD   -  EDGERTON NORTH (1967)
 AI1728
 AI1728                         *CURRENT SURVEY CONTROL
 AI1728  ___________________________________________________________________
 AI1728* NAD 83(1986)-  43 52 38.     (N)    096 14 56.     (W)     SCALED    
 AI1728* NAVD 88     -       514.994  (meters)    1689.61   (feet)  ADJUSTED  
 AI1728  ___________________________________________________________________
 AI1728  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AI1728  DYNAMIC HT  -         514.871 (meters)    1689.21  (feet)  COMP
 AI1728  MODELED GRAV-     980,363.6   (mgal)                       NAVD 88
 AI1728
 AI1728  VERT ORDER  -  SECOND    CLASS I
 AI1728
 AI1728.The horizontal coordinates were scaled from a topographic map and have
 AI1728.an estimated accuracy of +/- 6 seconds.
 AI1728
 AI1728.The orthometric height was determined by differential leveling
 AI1728.and adjusted by the National Geodetic Survey in July 2000..
 AI1728.No vertical observational check was made to the station.
 AI1728
 AI1728.The geoid height was determined by GEOID03.
 AI1728
 AI1728.The dynamic height is computed by dividing the NAVD 88
 AI1728.geopotential number by the normal gravity value computed on the
 AI1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1728.degrees latitude (g = 980.6199 gals.).
 AI1728
 AI1728.The modeled gravity was interpolated from observed gravity values.
 AI1728
 AI1728;                    North         East    Units  Estimated Accuracy
 AI1728;SPC MN S     -   199,960.      619,280.      MT  (+/- 180 meters Scaled)
 AI1728
 AI1728                          SUPERSEDED SURVEY CONTROL
 AI1728
 AI1728.No superseded survey control is available for this station.
 AI1728
 AI1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP210619(NAD 83)
 AI1728_MARKER: DD = SURVEY DISK
 AI1728_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI1728_STAMPING: 5907 A 1996
 AI1728_MARK LOGO: MNDT  
 AI1728_PROJECTION: FLUSH
 AI1728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI1728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1728+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI1728_ROD/PIPE-DEPTH:  6.1 meters
 AI1728
 AI1728  HISTORY     - Date     Condition        Report By
 AI1728  HISTORY     - 1996     MONUMENTED       MNDT
 AI1728
 AI1728                          STATION DESCRIPTION
 AI1728
 AI1728'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AI1728'THE MARK IS LOCATED 1 MI (1.6 KM) SE OF TROSKY, 0.8 MI (1.3 KM) EAST
 AI1728'ALONG TH 268 FROM JCT OF TH 75 AND TH 268, 1 MI (1.6 KM) SOUTH OF
 AI1728'TROSKY, AT TH 268 MP 0.80, 50.4 FT (15.4 M) SOUTH OF TH 268, 1.0 FT
 AI1728'(0.3 M) WEST OF R/W POST, 40.0 FT (12.2 M) NW OF NW COR OF GROVE OF
 AI1728'TREES, 0.9 FT (27.4 CM) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1730 ***********************************************************************
 AI1730  DESIGNATION -  5907 B
 AI1730  PID         -  AI1730
 AI1730  STATE/COUNTY-  MN/PIPESTONE
 AI1730  USGS QUAD   -  EDGERTON NORTH (1967)
 AI1730
 AI1730                         *CURRENT SURVEY CONTROL
 AI1730  ___________________________________________________________________
 AI1730* NAD 83(1986)-  43 52 35.     (N)    096 13 31.     (W)     SCALED    
 AI1730* NAVD 88     -       513.994  (meters)    1686.33   (feet)  ADJUSTED  
 AI1730  ___________________________________________________________________
 AI1730  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AI1730  DYNAMIC HT  -         513.872 (meters)    1685.93  (feet)  COMP
 AI1730  MODELED GRAV-     980,364.7   (mgal)                       NAVD 88
 AI1730
 AI1730  VERT ORDER  -  SECOND    CLASS I
 AI1730
 AI1730.The horizontal coordinates were scaled from a topographic map and have
 AI1730.an estimated accuracy of +/- 6 seconds.
 AI1730
 AI1730.The orthometric height was determined by differential leveling
 AI1730.and adjusted by the National Geodetic Survey in July 2000..
 AI1730.No vertical observational check was made to the station.
 AI1730
 AI1730.The geoid height was determined by GEOID03.
 AI1730
 AI1730.The dynamic height is computed by dividing the NAVD 88
 AI1730.geopotential number by the normal gravity value computed on the
 AI1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1730.degrees latitude (g = 980.6199 gals.).
 AI1730
 AI1730.The modeled gravity was interpolated from observed gravity values.
 AI1730
 AI1730;                    North         East    Units  Estimated Accuracy
 AI1730;SPC MN S     -   199,810.      621,170.      MT  (+/- 180 meters Scaled)
 AI1730
 AI1730                          SUPERSEDED SURVEY CONTROL
 AI1730
 AI1730.No superseded survey control is available for this station.
 AI1730
 AI1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP229618(NAD 83)
 AI1730_MARKER: DD = SURVEY DISK
 AI1730_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI1730_STAMPING: 5907 B 1996
 AI1730_MARK LOGO: MNDT  
 AI1730_PROJECTION: RECESSED 5 CENTIMETERS
 AI1730_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI1730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1730+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI1730_ROD/PIPE-DEPTH:  6.1 meters
 AI1730
 AI1730  HISTORY     - Date     Condition        Report By
 AI1730  HISTORY     - 1996     MONUMENTED       MNDT
 AI1730
 AI1730                          STATION DESCRIPTION
 AI1730
 AI1730'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AI1730'THE MARK IS LOCATED 1.5 MI (2.4 KM) SE OF TROSKY, 2.0 MI (3.2 KM) EAST
 AI1730'ALONG TH 268 FROM JCT OF TH 75 AND TH 268 TO TH 268 MP 2.0 THEN 0.10
 AI1730'MI (0.16 KM) SOUTH ALONG CO RD 60, 33.0 FT (10.1 M) WEST OF CO RD 60,
 AI1730'34.0 FT (10.4 M) NORTH OF FIELD ENT, 130.8 FT (39.9 M) SW OF SW COR OF
 AI1730'UNDERGROUND POWER CABLE BOX, 1.1 FT (0.3 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1731 ***********************************************************************
 AI1731  DESIGNATION -  5907 C
 AI1731  PID         -  AI1731
 AI1731  STATE/COUNTY-  MN/PIPESTONE
 AI1731  USGS QUAD   -  EDGERTON NORTH (1967)
 AI1731
 AI1731                         *CURRENT SURVEY CONTROL
 AI1731  ___________________________________________________________________
 AI1731* NAD 83(1986)-  43 52 42.     (N)    096 12 18.     (W)     SCALED    
 AI1731* NAVD 88     -       498.428  (meters)    1635.26   (feet)  ADJUSTED  
 AI1731  ___________________________________________________________________
 AI1731  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AI1731  DYNAMIC HT  -         498.309 (meters)    1634.87  (feet)  COMP
 AI1731  MODELED GRAV-     980,365.9   (mgal)                       NAVD 88
 AI1731
 AI1731  VERT ORDER  -  SECOND    CLASS I
 AI1731
 AI1731.The horizontal coordinates were scaled from a topographic map and have
 AI1731.an estimated accuracy of +/- 6 seconds.
 AI1731
 AI1731.The orthometric height was determined by differential leveling
 AI1731.and adjusted by the National Geodetic Survey in July 2000..
 AI1731.No vertical observational check was made to the station.
 AI1731
 AI1731.The geoid height was determined by GEOID03.
 AI1731
 AI1731.The dynamic height is computed by dividing the NAVD 88
 AI1731.geopotential number by the normal gravity value computed on the
 AI1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1731.degrees latitude (g = 980.6199 gals.).
 AI1731
 AI1731.The modeled gravity was interpolated from observed gravity values.
 AI1731
 AI1731;                    North         East    Units  Estimated Accuracy
 AI1731;SPC MN S     -   199,980.      622,810.      MT  (+/- 180 meters Scaled)
 AI1731
 AI1731                          SUPERSEDED SURVEY CONTROL
 AI1731
 AI1731.No superseded survey control is available for this station.
 AI1731
 AI1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP245621(NAD 83)
 AI1731_MARKER: DD = SURVEY DISK
 AI1731_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI1731_STAMPING: 5907 C 1996
 AI1731_MARK LOGO: MNDT  
 AI1731_PROJECTION: FLUSH
 AI1731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI1731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1731+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI1731_ROD/PIPE-DEPTH:  4.6 meters
 AI1731
 AI1731  HISTORY     - Date     Condition        Report By
 AI1731  HISTORY     - 1996     MONUMENTED       MNDT
 AI1731
 AI1731                          STATION DESCRIPTION
 AI1731
 AI1731'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AI1731'THE MARK IS LOCATED 3.5 MI (5.6 KM) WEST OF EDGERTON, 3.0 MI (4.8 KM)
 AI1731'EAST ALONG TH 268 FROM JCT OF TH 75 AND TH 268 ABOUT 1 MI (1.6 KM)
 AI1731'SOUTH OF TROSKY, AT TH 268 MP 3.0, 229.6 FT (70.0 M) NORTH OF TH 268,
 AI1731'33.0 FT (10.1 M) WEST OF GRAVEL RD, 3.1 FT (0.9 M) EAST OF N-S
 AI1731'FENCELINE, 185.9 FT (56.7 M) NNW OF NW COR OF UNDERGROUND POWER CABLE
 AI1731'BOX, 1.0 FT (0.3 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1732 ***********************************************************************
 AI1732  DESIGNATION -  5907 D
 AI1732  PID         -  AI1732
 AI1732  STATE/COUNTY-  MN/PIPESTONE
 AI1732  USGS QUAD   -  EDGERTON NORTH (1967)
 AI1732
 AI1732                         *CURRENT SURVEY CONTROL
 AI1732  ___________________________________________________________________
 AI1732* NAD 83(1986)-  43 52 37.     (N)    096 11 04.     (W)     SCALED    
 AI1732* NAVD 88     -       498.821  (meters)    1636.55   (feet)  ADJUSTED  
 AI1732  ___________________________________________________________________
 AI1732  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AI1732  DYNAMIC HT  -         498.703 (meters)    1636.16  (feet)  COMP
 AI1732  MODELED GRAV-     980,366.8   (mgal)                       NAVD 88
 AI1732
 AI1732  VERT ORDER  -  SECOND    CLASS I
 AI1732
 AI1732.The horizontal coordinates were scaled from a topographic map and have
 AI1732.an estimated accuracy of +/- 6 seconds.
 AI1732
 AI1732.The orthometric height was determined by differential leveling
 AI1732.and adjusted by the National Geodetic Survey in July 2000..
 AI1732.No vertical observational check was made to the station.
 AI1732
 AI1732.The geoid height was determined by GEOID03.
 AI1732
 AI1732.The dynamic height is computed by dividing the NAVD 88
 AI1732.geopotential number by the normal gravity value computed on the
 AI1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1732.degrees latitude (g = 980.6199 gals.).
 AI1732
 AI1732.The modeled gravity was interpolated from observed gravity values.
 AI1732
 AI1732;                    North         East    Units  Estimated Accuracy
 AI1732;SPC MN S     -   199,790.      624,460.      MT  (+/- 180 meters Scaled)
 AI1732
 AI1732                          SUPERSEDED SURVEY CONTROL
 AI1732
 AI1732.No superseded survey control is available for this station.
 AI1732
 AI1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP262620(NAD 83)
 AI1732_MARKER: DD = SURVEY DISK
 AI1732_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI1732_STAMPING: 5907 D 1996
 AI1732_MARK LOGO: MNDT  
 AI1732_PROJECTION: FLUSH
 AI1732_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1732+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI1732_ROD/PIPE-DEPTH:  4.6 meters
 AI1732
 AI1732  HISTORY     - Date     Condition        Report By
 AI1732  HISTORY     - 1996     MONUMENTED       MNDT
 AI1732
 AI1732                          STATION DESCRIPTION
 AI1732
 AI1732'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AI1732'THE MARK IS LOCATED 2.5 MI (4.0 KM) WEST OF EDGERTON, 2.8 MI (4.5 KM)
 AI1732'WEST ALONG TH 268 FROM JCT OF NORTH MAIN ST AND TH 268 IN EDGERTON TO
 AI1732'TH 268 MP 4.0 THEN 0.05 MI (0.08 KM) SOUTH ALONG GRAVEL ROAD, 19.0 FT
 AI1732'(5.8 M) WEST OF GRAVEL RD, 8.5 FT (2.6 M) NORTH OF FIELD ENT, 50.0 FT
 AI1732'(15.2 M) NNE OF RURAL WATER SYSTEM SIGN POST, 86.8 FT (26.5 M) WEST OF
 AI1732'WEST FACE OF GRAIN BIN, 12.0 FT (3.7 M) SSE OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1733 ***********************************************************************
 AI1733  DESIGNATION -  5907 E
 AI1733  PID         -  AI1733
 AI1733  STATE/COUNTY-  MN/PIPESTONE
 AI1733  USGS QUAD   -  EDGERTON NORTH (1967)
 AI1733
 AI1733                         *CURRENT SURVEY CONTROL
 AI1733  ___________________________________________________________________
 AI1733* NAD 83(1986)-  43 52 43.     (N)    096 09 52.     (W)     SCALED    
 AI1733* NAVD 88     -       494.204  (meters)    1621.40   (feet)  ADJUSTED  
 AI1733  ___________________________________________________________________
 AI1733  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AI1733  DYNAMIC HT  -         494.088 (meters)    1621.02  (feet)  COMP
 AI1733  MODELED GRAV-     980,367.6   (mgal)                       NAVD 88
 AI1733
 AI1733  VERT ORDER  -  SECOND    CLASS I
 AI1733
 AI1733.The horizontal coordinates were scaled from a topographic map and have
 AI1733.an estimated accuracy of +/- 6 seconds.
 AI1733
 AI1733.The orthometric height was determined by differential leveling
 AI1733.and adjusted by the National Geodetic Survey in July 2000..
 AI1733.No vertical observational check was made to the station.
 AI1733
 AI1733.The geoid height was determined by GEOID03.
 AI1733
 AI1733.The dynamic height is computed by dividing the NAVD 88
 AI1733.geopotential number by the normal gravity value computed on the
 AI1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1733.degrees latitude (g = 980.6199 gals.).
 AI1733
 AI1733.The modeled gravity was interpolated from observed gravity values.
 AI1733
 AI1733;                    North         East    Units  Estimated Accuracy
 AI1733;SPC MN S     -   199,930.      626,070.      MT  (+/- 180 meters Scaled)
 AI1733
 AI1733                          SUPERSEDED SURVEY CONTROL
 AI1733
 AI1733.No superseded survey control is available for this station.
 AI1733
 AI1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP278622(NAD 83)
 AI1733_MARKER: DD = SURVEY DISK
 AI1733_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI1733_STAMPING: 5907 E 1996
 AI1733_MARK LOGO: MNDT  
 AI1733_PROJECTION: RECESSED 3 CENTIMETERS
 AI1733_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI1733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1733+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI1733_ROD/PIPE-DEPTH:  4.6 meters
 AI1733
 AI1733  HISTORY     - Date     Condition        Report By
 AI1733  HISTORY     - 1996     MONUMENTED       MNDT
 AI1733
 AI1733                          STATION DESCRIPTION
 AI1733
 AI1733'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AI1733'THE MARK IS LOCATED 1.8 MI (2.9 KM) WEST OF EDGERTON, 1.8 MI (2.9 KM)
 AI1733'WEST ALONG TH 268 FROM JCT OF NORTH MAIN ST AND TH 268 IN EDGERTON TO
 AI1733'TH 268 MP 5.0, THEN 0.05 MI (0.08 KM) NORTH ALONG GRAVEL RD, 21.5 FT
 AI1733'(6.6 M) WEST OF GRAVEL RD, 221.6 FT (67.5 M) NORTH OF UNDERGROUND
 AI1733'POWER CABLE BOX, 1.6 FT (0.5 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1734 ***********************************************************************
 AI1734  DESIGNATION -  5907 F
 AI1734  PID         -  AI1734
 AI1734  STATE/COUNTY-  MN/PIPESTONE
 AI1734  USGS QUAD   -  EDGERTON NORTH (1967)
 AI1734
 AI1734                         *CURRENT SURVEY CONTROL
 AI1734  ___________________________________________________________________
 AI1734* NAD 83(1996)-  43 52 40.03582(N)    096 08 29.83089(W)     ADJUSTED  
 AI1734* NAVD 88     -       483.746  (meters)    1587.09   (feet)  ADJUSTED  
 AI1734  ___________________________________________________________________
 AI1734  X           -    -492,696.511 (meters)                     COMP
 AI1734  Y           -  -4,578,796.852 (meters)                     COMP
 AI1734  Z           -   4,398,630.686 (meters)                     COMP
 AI1734  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AI1734  ELLIP HEIGHT-         457.55  (meters)          (04/27/05) GPS OBS
 AI1734  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AI1734  DYNAMIC HT  -         483.632 (meters)    1586.72  (feet)  COMP
 AI1734  MODELED GRAV-     980,368.2   (mgal)                       NAVD 88
 AI1734
 AI1734  HORZ ORDER  -  FIRST
 AI1734  VERT ORDER  -  SECOND    CLASS I
 AI1734  ELLP ORDER  -  THIRD     CLASS II
 AI1734
 AI1734.The horizontal coordinates were established by GPS observations
 AI1734.and adjusted by the MN DEPT OF TRANSP in April 2005..
 AI1734
 AI1734.The orthometric height was determined by differential leveling
 AI1734.and adjusted by the National Geodetic Survey in July 2000..
 AI1734.No vertical observational check was made to the station.
 AI1734
 AI1734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1734
 AI1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1734
 AI1734.The ellipsoidal height was determined by GPS observations
 AI1734.and is referenced to NAD 83.
 AI1734
 AI1734.The geoid height was determined by GEOID03.
 AI1734
 AI1734.The dynamic height is computed by dividing the NAVD 88
 AI1734.geopotential number by the normal gravity value computed on the
 AI1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1734.degrees latitude (g = 980.6199 gals.).
 AI1734
 AI1734.The modeled gravity was interpolated from observed gravity values.
 AI1734
 AI1734;                    North         East     Units Scale Factor Converg.
 AI1734;SPC MN S     -   199,787.897   627,899.625   MT  0.99998087   -1 30 04.0
 AI1734;UTM  14      - 4,862,271.175   729,641.848   MT  1.00024867   +1 58 55.5
 AI1734
 AI1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1734!SPC MN S     -   0.99992826  x   0.99998087  =   0.99990913
 AI1734!UTM  14      -   0.99992826  x   1.00024867  =   1.00017691
 AI1734
 AI1734                          SUPERSEDED SURVEY CONTROL
 AI1734
 AI1734  NAVD 88 (04/27/05)  483.75   (m)         1587.1    (f) LEVELING    3  
 AI1734
 AI1734.Superseded values are not recommended for survey control.
 AI1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1734.See file dsdata.txt to determine how the superseded data were derived.
 AI1734
 AI1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2964262271(NAD 83)
 AI1734_MARKER: DD = SURVEY DISK
 AI1734_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI1734_STAMPING: 5907 F 1996
 AI1734_MARK LOGO: MNDT  
 AI1734_PROJECTION: FLUSH
 AI1734_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI1734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1734+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 AI1734_ROD/PIPE-DEPTH:  4.6 meters
 AI1734
 AI1734  HISTORY     - Date     Condition        Report By
 AI1734  HISTORY     - 1996     MONUMENTED       MNDT
 AI1734  HISTORY     - 20040622 GOOD             MNDT
 AI1734  HISTORY     - 20051117 GOOD             MNDT
 AI1734
 AI1734                          STATION DESCRIPTION
 AI1734
 AI1734'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AI1734'THE MARK IS LOCATED 0.6 MI (1.0 KM) WEST OF EDGERTON, 0.65 MI (1.05
 AI1734'KM) WEST ALONG TH 268 FROM JCT OF NORTH MAIN ST AND TH 268 IN
 AI1734'EDGERTON, AT TH 268 MP 6.15, 42.6 FT (13.0 M) NORTH OF TH 268, 32.1 FT
 AI1734'(9.8 M) WEST OF P-POLE, 90.5 FT (27.6 M) NNE OF EAST GATE POST OF
 AI1734'CEMETERY, 90.3 FT (27.5 M) NW OF NORTH LEG OF EDGERTON SIGN POST, 1.0
 AI1734'FT (0.3 M) EAST OF WIT POST.
 AI1734
 AI1734                          STATION RECOVERY (2004)
 AI1734
 AI1734'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AI1734'0.6 MILES WEST OF EDGERTON, 0.65 MILES WEST ALONG TRUNK HIGHWAY 268 FR
 AI1734'OM JUNCTION OF NORTH MAIN STREET AND TRUNK HIGHWAY 268 IN EDGERTON, AT
 AI1734'TRUNK HIGHWAY 268 MILEPOINT 6.15, 42.6 FEET NORTH OF TRUNK HIGHWAY 26
 AI1734'8, 32.1 FEET WEST OF POWER POLE, 90.5 FEET NORTH-NORTHEAST OF EAST GAT
 AI1734'E POST OF CEMETERY, 90.3 FEET NORTHWEST OF NORTH LEG OF EDGERTON SIGN
 AI1734'POST, 1.0 FEET EAST OF WITNESS POST
 AI1734
 AI1734                          STATION RECOVERY (2005)
 AI1734
 AI1734'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AI1734'0.6 MILES WEST OF EDGERTON, 0.65 MILES WEST ALONG COUNTY ROAD 9 FROM
 AI1734'JUNCTION OF NORTH MAIN STREET AND COUNTY ROAD 9 IN EDGERTON, 42.6 FEET
 AI1734'NORTH OF COUNTY ROAD 9, 32.1 FEET WEST OF POWER POLE, 90.5 FEET
 AI1734'NORTH-NORTHEAST OF EAST GATE POST OF CEMETERY, 90.3 FEET NORTHWEST OF
 AI1734'NORTH LEG OF EDGERTON SIGN POST, 1.0 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1735 ***********************************************************************
 AI1735  DESIGNATION -  5907 G
 AI1735  PID         -  AI1735
 AI1735  STATE/COUNTY-  MN/PIPESTONE
 AI1735  USGS QUAD   -  EDGERTON NE (1967)
 AI1735
 AI1735                         *CURRENT SURVEY CONTROL
 AI1735  ___________________________________________________________________
 AI1735* NAD 83(1996)-  43 52 38.97140(N)    096 06 54.58980(W)     ADJUSTED  
 AI1735* NAVD 88     -       479.596  (meters)    1573.47   (feet)  ADJUSTED  
 AI1735  ___________________________________________________________________
 AI1735  X           -    -490,584.344 (meters)                     COMP
 AI1735  Y           -  -4,579,043.531 (meters)                     COMP
 AI1735  Z           -   4,398,604.128 (meters)                     COMP
 AI1735  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AI1735  ELLIP HEIGHT-         453.40  (meters)          (04/27/05) GPS OBS
 AI1735  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AI1735  DYNAMIC HT  -         479.483 (meters)    1573.10  (feet)  COMP
 AI1735  MODELED GRAV-     980,368.5   (mgal)                       NAVD 88
 AI1735
 AI1735  HORZ ORDER  -  FIRST
 AI1735  VERT ORDER  -  SECOND    CLASS I
 AI1735  ELLP ORDER  -  THIRD     CLASS II
 AI1735
 AI1735.The horizontal coordinates were established by GPS observations
 AI1735.and adjusted by the MN DEPT OF TRANSP in April 2005..
 AI1735
 AI1735.The orthometric height was determined by differential leveling
 AI1735.and adjusted by the National Geodetic Survey in July 2000..
 AI1735.No vertical observational check was made to the station.
 AI1735
 AI1735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1735
 AI1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1735
 AI1735.The ellipsoidal height was determined by GPS observations
 AI1735.and is referenced to NAD 83.
 AI1735
 AI1735.The geoid height was determined by GEOID03.
 AI1735
 AI1735.The dynamic height is computed by dividing the NAVD 88
 AI1735.geopotential number by the normal gravity value computed on the
 AI1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1735.degrees latitude (g = 980.6199 gals.).
 AI1735
 AI1735.The modeled gravity was interpolated from observed gravity values.
 AI1735
 AI1735;                    North         East     Units Scale Factor Converg.
 AI1735;SPC MN S     -   199,699.701   630,024.288   MT  0.99998093   -1 28 57.3
 AI1735;UTM  14      - 4,862,312.235   731,768.526   MT  1.00026074   +2 00 01.5
 AI1735
 AI1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1735!SPC MN S     -   0.99992891  x   0.99998093  =   0.99990984
 AI1735!UTM  14      -   0.99992891  x   1.00026074  =   1.00018963
 AI1735
 AI1735                          SUPERSEDED SURVEY CONTROL
 AI1735
 AI1735  NAVD 88 (04/27/05)  479.60   (m)         1573.5    (f) LEVELING    3  
 AI1735
 AI1735.Superseded values are not recommended for survey control.
 AI1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1735.See file dsdata.txt to determine how the superseded data were derived.
 AI1735
 AI1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP3176962312(NAD 83)
 AI1735_MARKER: DD = SURVEY DISK
 AI1735_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI1735_STAMPING: 5907 G 1996
 AI1735_MARK LOGO: MNDT  
 AI1735_PROJECTION: RECESSED 5 CENTIMETERS
 AI1735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI1735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1735+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 AI1735_ROD/PIPE-DEPTH:  3.0 meters
 AI1735
 AI1735  HISTORY     - Date     Condition        Report By
 AI1735  HISTORY     - 1996     MONUMENTED       MNDT
 AI1735  HISTORY     - 20040622 GOOD             MNDT
 AI1735
 AI1735                          STATION DESCRIPTION
 AI1735
 AI1735'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AI1735'THE MARK IS LOCATED 0.5 MI (0.8 KM) EAST OF EDGERTON, 0.65 MI (1.05
 AI1735'KM) EAST ALONG TH 268 FROM JCT OF NORTH MAIN ST AND TH 268 IN
 AI1735'EDGERTON, AT TH 268 MP 7.50, 60.3 FT (18.4 M) SOUTH OF TH 268, 89.8 FT
 AI1735'(27.4 M) WEST OF CO RD 18, 38.9 FT (11.9 M) WEST OF TEL CABLE
 AI1735'PEDESTAL, 13.0 FT (4.0 M) EAST OF FIELD ENT, 37.0 FT (11.3 M) SSW OF
 AI1735'CO RD 18 SIGN POST, 5.8 FT (1.8 M) WSW OF WIT POST, NO STABILIZER OR
 AI1735'PLASTIC SLEEVE WERE SET AT THIS STA.
 AI1735
 AI1735                          STATION RECOVERY (2004)
 AI1735
 AI1735'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AI1735'0.5 MILES EAST OF EDGERTON, 0.65 MILES EAST ALONG TRUNK HIGHWAY 268 FR
 AI1735'OM JUNCTION OF NORTH MAIN STREET AND TRUNK HIGHWAY 268 IN EDGERTON, AT
 AI1735'TRUNK HIGHWAY 268 MILEPOINT 7.50, 60.3 FEET SOUTH OF TRUNK HIGHWAY 26
 AI1735'8, 89.8 FEET WEST OF COUNTY ROAD 18, 38.9 FEET WEST OF TELEPHONE CABLE
 AI1735'PEDESTAL, 13.0 FEET EAST OF FIELD ENTRANCE, 37.0 FEET SOUTH-SOUTHWEST
 AI1735'OF COUNTY ROAD 18 SIGN POST, 0.5 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5910 ***********************************************************************
 DF5910  DESIGNATION -  6
 DF5910  PID         -  DF5910
 DF5910  STATE/COUNTY-  MN/PINE
 DF5910  USGS QUAD   -  HENRIETTE (1983)
 DF5910
 DF5910                         *CURRENT SURVEY CONTROL
 DF5910  ___________________________________________________________________
 DF5910* NAD 83(1996)-  45 49 15.01203(N)    093 02 29.96676(W)     ADJUSTED  
 DF5910* NAVD 88     -       286.8    (meters)     941.     (feet)  GPS OBS   
 DF5910  ___________________________________________________________________
 DF5910  X           -    -236,274.701 (meters)                     COMP
 DF5910  Y           -  -4,446,530.816 (meters)                     COMP
 DF5910  Z           -   4,551,577.544 (meters)                     COMP
 DF5910  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 DF5910  ELLIP HEIGHT-         259.01  (meters)          (05/27/03) GPS OBS
 DF5910  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 DF5910
 DF5910  HORZ ORDER  -  FIRST
 DF5910  ELLP ORDER  -  THIRD     CLASS I
 DF5910
 DF5910.The horizontal coordinates were established by GPS observations
 DF5910.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5910
 DF5910.The orthometric height was determined by GPS observations and a
 DF5910.high-resolution geoid model.
 DF5910
 DF5910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5910
 DF5910.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5910
 DF5910.The ellipsoidal height was determined by GPS observations
 DF5910.and is referenced to NAD 83.
 DF5910
 DF5910.The geoid height was determined by GEOID03.
 DF5910
 DF5910;                    North         East     Units Scale Factor Converg.
 DF5910;SPC MN C     -   191,949.299   893,896.641   MT  0.99996202   +0 52 26.8
 DF5910;UTM  15      - 5,074,142.375   496,763.973   MT  0.99960013   -0 01 47.6
 DF5910
 DF5910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5910!SPC MN C     -   0.99995940  x   0.99996202  =   0.99992142
 DF5910!UTM  15      -   0.99995940  x   0.99960013  =   0.99955954
 DF5910
 DF5910                          SUPERSEDED SURVEY CONTROL
 DF5910
 DF5910.No superseded survey control is available for this station.
 DF5910
 DF5910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9676474142(NAD 83)
 DF5910_MARKER: Z = SEE DESCRIPTION
 DF5910_SETTING: 0 = UNSPECIFIED SETTING
 DF5910_STAMPING: NO 6
 DF5910_MARK LOGO: MNDT  
 DF5910_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5910+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5910
 DF5910  HISTORY     - Date     Condition        Report By
 DF5910  HISTORY     - 1999     MONUMENTED       MN-115
 DF5910
 DF5910                          STATION DESCRIPTION
 DF5910
 DF5910'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5910'3 MI (4.8 KM) WEST OF PINE CITY ALONG CO RD 7 FROM JCT OF FAI35 TO JCT
 DF5910'OF CO RD 53, 3.0 FT (0.9 M) SE OF WIT POST.  MARK IS A STAMPED CROSS
 DF5910'IN NORTH RIM OF SANITARY SEWER MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1700 ***********************************************************************
 QP1700  DESIGNATION -  6 1 119
 QP1700  PID         -  QP1700
 QP1700  STATE/COUNTY-  MN/KANDIYOHI
 QP1700  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1700
 QP1700                         *CURRENT SURVEY CONTROL
 QP1700  ___________________________________________________________________
 QP1700* NAD 83(1986)-  45 09 13.     (N)    095 00 05.     (W)     SCALED    
 QP1700* NAVD 88     -       359.198  (meters)    1178.47   (feet)  ADJUSTED  
 QP1700  ___________________________________________________________________
 QP1700  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 QP1700  DYNAMIC HT  -         359.170 (meters)    1178.38  (feet)  COMP
 QP1700  MODELED GRAV-     980,529.3   (mgal)                       NAVD 88
 QP1700
 QP1700  VERT ORDER  -  SECOND    CLASS II
 QP1700
 QP1700.The horizontal coordinates were scaled from a topographic map and have
 QP1700.an estimated accuracy of +/- 6 seconds.
 QP1700
 QP1700.The orthometric height was determined by differential leveling
 QP1700.and adjusted by the National Geodetic Survey in June 1991..
 QP1700
 QP1700.The geoid height was determined by GEOID03.
 QP1700
 QP1700.The dynamic height is computed by dividing the NAVD 88
 QP1700.geopotential number by the normal gravity value computed on the
 QP1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1700.degrees latitude (g = 980.6199 gals.).
 QP1700
 QP1700.The modeled gravity was interpolated from observed gravity values.
 QP1700
 QP1700;                    North         East    Units  Estimated Accuracy
 QP1700;SPC MN S     -   339,780.      721,260.      MT  (+/- 180 meters Scaled)
 QP1700
 QP1700                          SUPERSEDED SURVEY CONTROL
 QP1700
 QP1700.No superseded survey control is available for this station.
 QP1700
 QP1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL426019(NAD 83)
 QP1700_MARKER: DB = BENCH MARK DISK
 QP1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1700_SP_SET: CONCRETE POST
 QP1700_STAMPING: 6-1-119 1981
 QP1700_MARK LOGO: MNDT  
 QP1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1700+STABILITY: SURFACE MOTION
 QP1700
 QP1700  HISTORY     - Date     Condition        Report By
 QP1700  HISTORY     - 1981     MONUMENTED       MNDT
 QP1700
 QP1700                          STATION DESCRIPTION
 QP1700
 QP1700'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1700'IN WILLMAR.
 QP1700'THE MARK IS LOCATED 2 MILES NORTH ALONG COUNTY ROAD 9 FROM ITS
 QP1700'JUNCTION WITH TRUNK HIGHWAY 12 NEAR THE EAST SIDE OF WILLMAR AND IS
 QP1700'NEAR THE NORTHWEST CORNER OF SECTION 6, T119N, R34W.  THE MARK IS
 QP1700'68.3 FEET NORTH OF TELEPHONE PEDESTAL NUMBER 1255, 50 FEET EAST OF
 QP1700'AND 1 FOOT LOWER THAN THE CENTER OF COUNTY ROAD 9, 41 FEET SOUTH OF
 QP1700'THE CENTER OF A ROAD TO THE EAST, 24.2 FEET SOUTHEAST OF THE SOUTH
 QP1700'END OF A 15 INCH METAL CULVERT UNDER THE ROAD TO THE EAST AND 0.6
 QP1700'FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 QP1700'MARK DISK STAMPED---6-1-119 1981---, IS SET IN THE TOP OF A MAGNETIC
 QP1700'CONCRETE POST THAT IS BURIED 2 INCHES BELOW THE SURFACE OF THE
 QP1700'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0825 ***********************************************************************
 QO0825  DESIGNATION -  6 ADP
 QO0825  PID         -  QO0825
 QO0825  STATE/COUNTY-  MN/ANOKA
 QO0825  USGS QUAD   -  ISANTI (1974)
 QO0825
 QO0825                         *CURRENT SURVEY CONTROL
 QO0825  ___________________________________________________________________
 QO0825* NAD 83(1986)-  45 23 06.     (N)    093 12 54.     (W)     SCALED    
 QO0825* NAVD 88     -       280.365  (meters)     919.83   (feet)  ADJUSTED  
 QO0825  ___________________________________________________________________
 QO0825  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 QO0825  DYNAMIC HT  -         280.344 (meters)     919.76  (feet)  COMP
 QO0825  MODELED GRAV-     980,533.1   (mgal)                       NAVD 88
 QO0825
 QO0825  VERT ORDER  -  SECOND    CLASS 0
 QO0825
 QO0825.The horizontal coordinates were scaled from a topographic map and have
 QO0825.an estimated accuracy of +/- 6 seconds.
 QO0825
 QO0825.The orthometric height was determined by differential leveling
 QO0825.and adjusted by the National Geodetic Survey in June 1991..
 QO0825
 QO0825.The geoid height was determined by GEOID03.
 QO0825
 QO0825.The dynamic height is computed by dividing the NAVD 88
 QO0825.geopotential number by the normal gravity value computed on the
 QO0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0825.degrees latitude (g = 980.6199 gals.).
 QO0825
 QO0825.The modeled gravity was interpolated from observed gravity values.
 QO0825
 QO0825;                    North         East    Units  Estimated Accuracy
 QO0825;SPC MN S     -   365,310.      861,480.      MT  (+/- 180 meters Scaled)
 QO0825
 QO0825                          SUPERSEDED SURVEY CONTROL
 QO0825
 QO0825  NGVD 29 (??/??/92)  280.290  (m)          919.58   (f) ADJ UNCH    2 0
 QO0825
 QO0825.Superseded values are not recommended for survey control.
 QO0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0825.See file dsdata.txt to determine how the superseded data were derived.
 QO0825
 QO0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL831257(NAD 83)
 QO0825_MARKER: DD = SURVEY DISK
 QO0825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0825_SP_SET: MONUMENT
 QO0825_STAMPING: 6 ADP 1954
 QO0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0825
 QO0825  HISTORY     - Date     Condition        Report By
 QO0825  HISTORY     - 1954     MONUMENTED       USGS
 QO0825  HISTORY     - 1969     GOOD             MNDT
 QO0825
 QO0825                          STATION DESCRIPTION
 QO0825
 QO0825'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0825'1.4 MI SE FROM EAST BETHEL.
 QO0825'MARK IS LOCATED 1.0 MILES EAST OF THE JUNCTION OF TH 65 AND COUNTY
 QO0825'ROAD 24 IN EAST BETHEL ALONG COUNTY ROAD 24, THENCE SOUTH 1.3 MILES
 QO0825'ALONG COUNTY ROAD 26, THENCE WEST 0.4 MILES ALONG A TOWNSHIP ROAD, 292
 QO0825'FEET WEST OF A TOWNSHIP ROAD (T-ROAD SOUTH), 99 FEET WEST OF A
 QO0825'TELEPHONE SPLICE BOX (UNDERGROUND CABLE) 82 NORTH-NORTHWEST OF A POWER
 QO0825'POLE, 35 FEET NORTH OF A TOWNSHIP ROAD (GRAVEL), 4 FEET WEST OF A
 QO0825'POWER POLE, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN A CONCRETE
 QO0825'MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 33, T 34N, R 23W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0683 ***********************************************************************
 SK0683  DESIGNATION -  6 CER
 SK0683  PID         -  SK0683
 SK0683  STATE/COUNTY-  MN/CLEARWATER
 SK0683  USGS QUAD   -  LEONARD (1969)
 SK0683
 SK0683                         *CURRENT SURVEY CONTROL
 SK0683  ___________________________________________________________________
 SK0683* NAD 83(1986)-  47 40 25.     (N)    095 19 25.     (W)     SCALED    
 SK0683* NAVD 88     -       432.288  (meters)    1418.26   (feet)  ADJUSTED  
 SK0683  ___________________________________________________________________
 SK0683  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 SK0683  DYNAMIC HT  -         432.346 (meters)    1418.46  (feet)  COMP
 SK0683  MODELED GRAV-     980,732.3   (mgal)                       NAVD 88
 SK0683
 SK0683  VERT ORDER  -  SECOND    CLASS 0
 SK0683
 SK0683.The horizontal coordinates were scaled from a topographic map and have
 SK0683.an estimated accuracy of +/- 6 seconds.
 SK0683
 SK0683.The orthometric height was determined by differential leveling
 SK0683.and adjusted by the National Geodetic Survey in June 1991..
 SK0683
 SK0683.The geoid height was determined by GEOID03.
 SK0683
 SK0683.The dynamic height is computed by dividing the NAVD 88
 SK0683.geopotential number by the normal gravity value computed on the
 SK0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0683.degrees latitude (g = 980.6199 gals.).
 SK0683
 SK0683.The modeled gravity was interpolated from observed gravity values.
 SK0683
 SK0683;                    North         East    Units  Estimated Accuracy
 SK0683;SPC MN N     -   232,880.      633,060.      MT  (+/- 180 meters Scaled)
 SK0683
 SK0683                          SUPERSEDED SURVEY CONTROL
 SK0683
 SK0683.No superseded survey control is available for this station.
 SK0683
 SK0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN255826(NAD 83)
 SK0683_MARKER: DB = BENCH MARK DISK
 SK0683_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0683_SP_SET: COPPER-CLAD STEEL ROD
 SK0683_STAMPING: 6 CER 1967
 SK0683_MARK LOGO: USGS  
 SK0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0683
 SK0683  HISTORY     - Date     Condition        Report By
 SK0683  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0683
 SK0683                          STATION DESCRIPTION
 SK0683
 SK0683'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0683'4.3 KM (2.70 MI) NW FROM LEONARD.
 SK0683'LEONARD, CLEARWATER CO., 1.4 MI NORTH AND 2.2 MI WEST OF, T. 148 AND
 SK0683'149 N., R. 36 AND 37 W., NEAR CORNER OF SECTIONS 1, 2, 31 AND 36, 0.2
 SK0683'MI WEST OF A T-RD. SOUTH, 45 FT NORTH OF A ROAD, 37 FT NE. OF A
 SK0683'RAILROAD TRACK AND 23 FT SW. OF A DRIVEWAY NW., ON TOP OF A
 SK0683'COPPER-CLAD STEEL ROD DRIVEN TO A DEPTH OF 15 FEET, A STANDARD TABLET
 SK0683'STAMPED CER 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0684 ***********************************************************************
 SK0684  DESIGNATION -  6 CER A TBM
 SK0684  PID         -  SK0684
 SK0684  STATE/COUNTY-  MN/CLEARWATER
 SK0684  USGS QUAD   -  LEONARD (1969)
 SK0684
 SK0684                         *CURRENT SURVEY CONTROL
 SK0684  ___________________________________________________________________
 SK0684* NAD 83(1986)-  47 40 24.     (N)    095 20 41.     (W)     SCALED    
 SK0684* NAVD 88     -       426.682  (meters)    1399.87   (feet)  ADJUSTED  
 SK0684  ___________________________________________________________________
 SK0684  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 SK0684  DYNAMIC HT  -         426.738 (meters)    1400.06  (feet)  COMP
 SK0684  MODELED GRAV-     980,732.3   (mgal)                       NAVD 88
 SK0684
 SK0684  VERT ORDER  -  SECOND    CLASS 0
 SK0684
 SK0684.The horizontal coordinates were scaled from a topographic map and have
 SK0684.an estimated accuracy of +/- 6 seconds.
 SK0684
 SK0684.The orthometric height was determined by differential leveling
 SK0684.and adjusted by the National Geodetic Survey in June 1991..
 SK0684
 SK0684.The geoid height was determined by GEOID03.
 SK0684
 SK0684.The dynamic height is computed by dividing the NAVD 88
 SK0684.geopotential number by the normal gravity value computed on the
 SK0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0684.degrees latitude (g = 980.6199 gals.).
 SK0684
 SK0684.The modeled gravity was interpolated from observed gravity values.
 SK0684
 SK0684;                    North         East    Units  Estimated Accuracy
 SK0684;SPC MN N     -   232,890.      631,470.      MT  (+/- 180 meters Scaled)
 SK0684
 SK0684                          SUPERSEDED SURVEY CONTROL
 SK0684
 SK0684.No superseded survey control is available for this station.
 SK0684
 SK0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN239826(NAD 83)
 SK0684_MARKER: S = SPIKE
 SK0684_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 SK0684_SP_SET: SPIKE IN POWER POLE
 SK0684_MARK LOGO: NONE  
 SK0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0684
 SK0684  HISTORY     - Date     Condition        Report By
 SK0684  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0684
 SK0684                          STATION DESCRIPTION
 SK0684
 SK0684'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0684'5.8 KM (3.60 MI) WNW FROM LEONARD.
 SK0684'TBM 6 A, 1.0 MI WEST OF TABLET, 31 FT SOUTH, 28 FT EAST AND 4.3 FT
 SK0684'LOWER THAN T-RD. IN EAST SIDE OF POWER POLE, A RAIL SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0682 ***********************************************************************
 SK0682  DESIGNATION -  6 CER RM
 SK0682  PID         -  SK0682
 SK0682  STATE/COUNTY-  MN/CLEARWATER
 SK0682  USGS QUAD   -  LEONARD (1969)
 SK0682
 SK0682                         *CURRENT SURVEY CONTROL
 SK0682  ___________________________________________________________________
 SK0682* NAD 83(1986)-  47 40 25.     (N)    095 19 22.     (W)     SCALED    
 SK0682* NAVD 88     -       430.604  (meters)    1412.74   (feet)  ADJUSTED  
 SK0682  ___________________________________________________________________
 SK0682  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 SK0682  DYNAMIC HT  -         430.661 (meters)    1412.93  (feet)  COMP
 SK0682  MODELED GRAV-     980,732.3   (mgal)                       NAVD 88
 SK0682
 SK0682  VERT ORDER  -  SECOND    CLASS 0
 SK0682
 SK0682.The horizontal coordinates were scaled from a topographic map and have
 SK0682.an estimated accuracy of +/- 6 seconds.
 SK0682
 SK0682.The orthometric height was determined by differential leveling
 SK0682.and adjusted by the National Geodetic Survey in June 1991..
 SK0682
 SK0682.The geoid height was determined by GEOID03.
 SK0682
 SK0682.The dynamic height is computed by dividing the NAVD 88
 SK0682.geopotential number by the normal gravity value computed on the
 SK0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0682.degrees latitude (g = 980.6199 gals.).
 SK0682
 SK0682.The modeled gravity was interpolated from observed gravity values.
 SK0682
 SK0682;                    North         East    Units  Estimated Accuracy
 SK0682;SPC MN N     -   232,870.      633,120.      MT  (+/- 180 meters Scaled)
 SK0682
 SK0682                          SUPERSEDED SURVEY CONTROL
 SK0682
 SK0682.No superseded survey control is available for this station.
 SK0682
 SK0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN256826(NAD 83)
 SK0682_MARKER: Z = SEE DESCRIPTION
 SK0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0682_SP_SET: IN METAL CULVERT
 SK0682_MARK LOGO: NONE  
 SK0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0682
 SK0682  HISTORY     - Date     Condition        Report By
 SK0682  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0682
 SK0682                          STATION DESCRIPTION
 SK0682
 SK0682'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0682'4.3 KM (2.70 MI) NNW FROM LEONARD.
 SK0682'REFERENCE MARK, 108 FT SE. OF BM, 26 FT SOUTH OF ROAD AND 8 FT NE. OF
 SK0682'RAILROAD TRACKS, ON NORTH END OF A 12 IN. CORRUGATED STEEL CULVERT, A
 SK0682'PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2023 ***********************************************************************
 QO2023  DESIGNATION -  6 DAW
 QO2023  PID         -  QO2023
 QO2023  STATE/COUNTY-  MN/SHERBURNE
 QO2023  USGS QUAD   -  PRINCETON (1982)
 QO2023
 QO2023                         *CURRENT SURVEY CONTROL
 QO2023  ___________________________________________________________________
 QO2023* NAD 83(1996)-  45 30 04.55207(N)    093 35 33.02194(W)     ADJUSTED  
 QO2023* NAVD 88     -       300.634  (meters)     986.33   (feet)  ADJUSTED  
 QO2023  ___________________________________________________________________
 QO2023  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 QO2023  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 QO2023  DYNAMIC HT  -         300.617 (meters)     986.27  (feet)  COMP
 QO2023  MODELED GRAV-     980,553.8   (mgal)                       NAVD 88
 QO2023
 QO2023  HORZ ORDER  -  SECOND
 QO2023  VERT ORDER  -  SECOND    CLASS I
 QO2023
 QO2023.The horizontal coordinates were established by classical geodetic methods
 QO2023.and adjusted by the National Geodetic Survey in March 1999..
 QO2023
 QO2023.The orthometric height was determined by differential leveling
 QO2023.and adjusted by the National Geodetic Survey in August 2004..
 QO2023.No vertical observational check was made to the station.
 QO2023
 QO2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO2023
 QO2023.The geoid height was determined by GEOID03.
 QO2023
 QO2023.The dynamic height is computed by dividing the NAVD 88
 QO2023.geopotential number by the normal gravity value computed on the
 QO2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2023.degrees latitude (g = 980.6199 gals.).
 QO2023
 QO2023.The modeled gravity was interpolated from observed gravity values.
 QO2023
 QO2023;                    North         East     Units Scale Factor Converg.
 QO2023;SPC MN S     -   378,015.632   831,850.468   MT  1.00007466   +0 17 08.2
 QO2023;SPC MN C     -   155,927.867   851,388.098   MT  1.00002700   +0 28 32.2
 QO2023;UTM  15      - 5,038,807.702   453,710.444   MT  0.99962634   -0 25 21.4
 QO2023
 QO2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2023!SPC MN S     -   0.99995725  x   1.00007466  =   1.00003191
 QO2023!SPC MN C     -   0.99995725  x   1.00002700  =   0.99998425
 QO2023!UTM  15      -   0.99995725  x   0.99962634  =   0.99958361
 QO2023
 QO2023                          SUPERSEDED SURVEY CONTROL
 QO2023
 QO2023  NAD 83(1986)-  45 30 04.54931(N)    093 35 33.01437(W) AD(       ) 2
 QO2023  NAD 27      -  45 30 04.67160(N)    093 35 32.15060(W) AD(       ) 2
 QO2023  NGVD 29 (07/19/86)  300.55   (m)          986.1    (f) LEVELING    3  
 QO2023
 QO2023.Superseded values are not recommended for survey control.
 QO2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2023.See file dsdata.txt to determine how the superseded data were derived.
 QO2023
 QO2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5371038808(NAD 83)
 QO2023_MARKER: DB = BENCH MARK DISK
 QO2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO2023_STAMPING: 6 DAW 1958 986 FT
 QO2023_MARK LOGO: USGS  
 QO2023_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2023+STABILITY: SURFACE MOTION
 QO2023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2023+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1989
 QO2023
 QO2023  HISTORY     - Date     Condition        Report By
 QO2023  HISTORY     - 1958     MONUMENTED       USGS
 QO2023  HISTORY     - 19891116 GOOD             MNDT
 QO2023
 QO2023                          STATION DESCRIPTION
 QO2023
 QO2023'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (BRB)
 QO2023'ABOUT 4-3/4 MILES SOUTH OF PRINCETON, IN THE NORTHWEST 1/4
 QO2023'OF SECTION 28, T 35 N, R 26 W. AND NEAR AN OLD ABANDONED
 QO2023'SCHOOL HOUSE ON THE PROPERTY OF MR. ROY LINDQUEST.  IT IS A
 QO2023'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE
 QO2023'TOP OF AN 8 X 8 INCH CONCRETE POST PROJECTING 1 INCH AND IS
 QO2023'STAMPED 6 DAW 1958 986 FEET.  IT IS 2 FEET WEST OF A TELEPHONE
 QO2023'POLE, 52 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK, 89
 QO2023'FEET NORTHEAST OF THE SOUTHEAST CORNER OF AN OLD BRICK SCHOOL
 QO2023'HOUSE AND 141 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD.
 QO2023'
 QO2023'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 169 AND STATE
 QO2023'HIGHWAY 95 IN PRINCETON, GO SOUTH ON U.S. HIGHWAY 169 FOR 4.8
 QO2023'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A PAVED
 QO2023'ROAD FOR 0.45 MILE TO THE STATION ON THE LEFT JUST WEST OF
 QO2023'A RAILROAD TRACK.
 QO2023'
 QO2023'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 QO2023'BALDWIN THE DISTANCE BEING 103.12 FEET AND 31.4302 METERS.
 QO2023
 QO2023                          STATION RECOVERY (1989)
 QO2023
 QO2023'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 QO2023'THE MARK IS LOCATED ABOUT 4 MILES (6.4 KM) SOUTH OF THE CITY OF
 QO2023'PRINCETON, 3.6 MILES (5.8 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS
 QO2023'JUNCTION WITH COUNTY ROAD 29 IN PRINCETON, THENCE 0.45 MILE (0.72 KM)
 QO2023'WEST ALONG COUNTY ROAD 9, ON PRIVATE PROPERTY NEAR AN ABANDONED
 QO2023'RAILROAD GRADE, AND IN THE NW 1/4 OF SECTION 28, T35N, R26W.  THE MARK
 QO2023'IS 89.0 FEET (27.1 M) NORTHEAST OF THE SOUTHEAST CORNER OF AN OLD
 QO2023'BRICK SCHOOL HOUSE FOUNDATION (BUILDING HAS BEEN REMOVED), 141.0 FEET
 QO2023'(43.0 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD 9, AND 1.2 FEET (0.4
 QO2023'M) EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD USGS BENCH MARK
 QO2023'DISK STAMPED---6 DAW 1958 986 FT---, IS SET IN THE TOP OF A CONCRETE
 QO2023'MONUMENT AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8682 ***********************************************************************
 DH8682  DESIGNATION -  6 DEK
 DH8682  PID         -  DH8682
 DH8682  STATE/COUNTY-  MN/ITASCA
 DH8682  USGS QUAD   -  PIGEON DAM LAKE (1996)
 DH8682
 DH8682                         *CURRENT SURVEY CONTROL
 DH8682  ___________________________________________________________________
 DH8682* NAD 83(1986)-  47 31 53.     (N)    094 12 17.     (W)     SCALED    
 DH8682* NAVD 88     -       405.307  (meters)    1329.74   (feet)  ADJUSTED  
 DH8682  ___________________________________________________________________
 DH8682  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DH8682  DYNAMIC HT  -         405.359 (meters)    1329.92  (feet)  COMP
 DH8682  MODELED GRAV-     980,728.2   (mgal)                       NAVD 88
 DH8682
 DH8682  VERT ORDER  -  SECOND    CLASS I
 DH8682
 DH8682.The horizontal coordinates were scaled from a topographic map and have
 DH8682.an estimated accuracy of +/- 6 seconds.
 DH8682
 DH8682.The orthometric height was determined by differential leveling
 DH8682.and adjusted by the National Geodetic Survey in September 2006..
 DH8682
 DH8682.Photographs are available for this station.
 DH8682
 DH8682.The geoid height was determined by GEOID03.
 DH8682
 DH8682.The dynamic height is computed by dividing the NAVD 88
 DH8682.geopotential number by the normal gravity value computed on the
 DH8682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8682.degrees latitude (g = 980.6199 gals.).
 DH8682
 DH8682.The modeled gravity was interpolated from observed gravity values.
 DH8682
 DH8682;                    North         East    Units  Estimated Accuracy
 DH8682;SPC MN N     -   215,260.      716,830.      MT  (+/- 180 meters Scaled)
 DH8682
 DH8682                          SUPERSEDED SURVEY CONTROL
 DH8682
 DH8682.No superseded survey control is available for this station.
 DH8682
 DH8682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN093649(NAD 83)
 DH8682_MARKER: DD = SURVEY DISK
 DH8682_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH8682_STAMPING: 6 DEK 1971
 DH8682_MARK LOGO: USGS  
 DH8682_PROJECTION: FLUSH
 DH8682_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH8682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8682_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8682+SATELLITE: SATELLITE OBSERVATIONS - 1971
 DH8682
 DH8682  HISTORY     - Date     Condition        Report By
 DH8682  HISTORY     - 1971     MONUMENTED       USGS
 DH8682
 DH8682                          STATION DESCRIPTION
 DH8682
 DH8682'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DH8682'7 MILES SOUTHWEST OF SQUAW LAKE, 1.2 MILES WEST OF FARLEY CREEK, 5.8
 DH8682'MILES SOUTH ALONG TRUNK HIGHWAY 46 FROM BRIDGE BETWEEN ROUND AND SQUAW
 DH8682'LAKE, TO TRUNK HIGHWAY MILEPOINT 20.95, THEN 7.55 MILES WEST ON FOREST
 DH8682'ROAD NUMBER 2171, 109 FEET NORTHWEST OF TRAIL SOUTH, 33 FEET SOUTHWEST
 DH8682'OF FOREST AT TRAIL, 6 FEET SOUTHEAST OF 12 INCH ASH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8987 ***********************************************************************
 DH8987  DESIGNATION -  6 DLS
 DH8987  PID         -  DH8987
 DH8987  STATE/COUNTY-  MN/ITASCA
 DH8987  USGS QUAD   -  LITTLE WINNIBIGOSHISH LAKE (1996)
 DH8987
 DH8987                         *CURRENT SURVEY CONTROL
 DH8987  ___________________________________________________________________
 DH8987* NAD 83(1986)-  47 28 09.     (N)    094 01 43.     (W)     SCALED    
 DH8987* NAVD 88     -       403.041  (meters)    1322.31   (feet)  ADJUSTED  
 DH8987  ___________________________________________________________________
 DH8987  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DH8987  DYNAMIC HT  -         403.090 (meters)    1322.47  (feet)  COMP
 DH8987  MODELED GRAV-     980,724.0   (mgal)                       NAVD 88
 DH8987
 DH8987  VERT ORDER  -  SECOND    CLASS I
 DH8987
 DH8987.The horizontal coordinates were scaled from a topographic map and have
 DH8987.an estimated accuracy of +/- 6 seconds.
 DH8987
 DH8987.The orthometric height was determined by differential leveling
 DH8987.and adjusted by the National Geodetic Survey in September 2006..
 DH8987
 DH8987.The geoid height was determined by GEOID03.
 DH8987
 DH8987.The dynamic height is computed by dividing the NAVD 88
 DH8987.geopotential number by the normal gravity value computed on the
 DH8987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8987.degrees latitude (g = 980.6199 gals.).
 DH8987
 DH8987.The modeled gravity was interpolated from observed gravity values.
 DH8987
 DH8987;                    North         East    Units  Estimated Accuracy
 DH8987;SPC MN N     -   208,170.      730,000.      MT  (+/- 180 meters Scaled)
 DH8987
 DH8987                          SUPERSEDED SURVEY CONTROL
 DH8987
 DH8987.No superseded survey control is available for this station.
 DH8987
 DH8987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN224578(NAD 83)
 DH8987_MARKER: DB = BENCH MARK DISK
 DH8987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8987_STAMPING: 6 DLS 1969
 DH8987_MARK LOGO: USGS  
 DH8987_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8987+STABILITY: SURFACE MOTION
 DH8987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8987+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 DH8987
 DH8987  HISTORY     - Date     Condition        Report By
 DH8987  HISTORY     - 1969     MONUMENTED       USGS
 DH8987  HISTORY     - 20010919 GOOD             MNDT
 DH8987
 DH8987                          STATION DESCRIPTION
 DH8987
 DH8987'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DH8987'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 16.5 MI (26.6
 DH8987'KM) NW OF DEER RIVER, 28 FT (8.5 M) NORTH AND 77 FT (23.5 M) EAST OF
 DH8987'TH 46 AT TRAIL EAST, AT TH 46 MP 14.15, 3.3 FT (1.0 M) SE OF WIT POST,
 DH8987'RECESSED 1 INCH, MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0631 ***********************************************************************
 PP0631  DESIGNATION -  6 GAF
 PP0631  PID         -  PP0631
 PP0631  STATE/COUNTY-  MN/DAKOTA
 PP0631  USGS QUAD   -  VERMILLION (1993)
 PP0631
 PP0631                         *CURRENT SURVEY CONTROL
 PP0631  ___________________________________________________________________
 PP0631* NAD 83(1986)-  44 44 11.     (N)    092 54 13.     (W)     SCALED    
 PP0631* NAVD 88     -       282.736  (meters)     927.61   (feet)  ADJUSTED  
 PP0631  ___________________________________________________________________
 PP0631  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 PP0631  DYNAMIC HT  -         282.709 (meters)     927.52  (feet)  COMP
 PP0631  MODELED GRAV-     980,515.2   (mgal)                       NAVD 88
 PP0631
 PP0631  VERT ORDER  -  SECOND    CLASS 0
 PP0631
 PP0631.The horizontal coordinates were scaled from a topographic map and have
 PP0631.an estimated accuracy of +/- 6 seconds.
 PP0631
 PP0631.The orthometric height was determined by differential leveling
 PP0631.and adjusted by the National Geodetic Survey in June 1991..
 PP0631
 PP0631.The geoid height was determined by GEOID03.
 PP0631
 PP0631.The dynamic height is computed by dividing the NAVD 88
 PP0631.geopotential number by the normal gravity value computed on the
 PP0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0631.degrees latitude (g = 980.6199 gals.).
 PP0631
 PP0631.The modeled gravity was interpolated from observed gravity values.
 PP0631
 PP0631;                    North         East    Units  Estimated Accuracy
 PP0631;SPC MN S     -   293,520.      886,830.      MT  (+/- 180 meters Scaled)
 PP0631
 PP0631                          SUPERSEDED SURVEY CONTROL
 PP0631
 PP0631  NGVD 29 (??/??/92)  282.685  (m)          927.44   (f) ADJ UNCH    2 0
 PP0631
 PP0631.Superseded values are not recommended for survey control.
 PP0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0631.See file dsdata.txt to determine how the superseded data were derived.
 PP0631
 PP0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK076536(NAD 83)
 PP0631_MARKER: DD = SURVEY DISK
 PP0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0631_SP_SET: CONCRETE POST
 PP0631_STAMPING: 6 GAF 1955 1927 FT
 PP0631_MARK LOGO: USGS  
 PP0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0631+STABILITY: SURFACE MOTION
 PP0631
 PP0631  HISTORY     - Date     Condition        Report By
 PP0631  HISTORY     - 1955     MONUMENTED       USGS
 PP0631  HISTORY     - 1970     GOOD             MNDT
 PP0631  HISTORY     - 1986     GOOD             USPSQD
 PP0631  HISTORY     - 19880808 POOR             MNDT
 PP0631
 PP0631                          STATION DESCRIPTION
 PP0631
 PP0631'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0631'2.5 MI W FROM HASTINGS.
 PP0631'MARK IS LOCATED ABOUT 800 FEET SOUTH OF THE INTERSECTION JACOB AVENUE
 PP0631'AND T.H. 55 CENTERLINE STATION 697 + 26, 30 FEET WEST OF JACOB AVENUE,
 PP0631'1 FOOT NORTH OF A FENCE CORNER, IN A CONCRETE MONUMENT. CENTER SECTION
 PP0631'30, T 114N, R 17W.
 PP0631
 PP0631                          STATION RECOVERY (1986)
 PP0631
 PP0631'RECOVERY NOTE BY US POWER SQUADRON 1986 (HF)
 PP0631'RECOVERED IN GOOD CONDITION.
 PP0631
 PP0631                          STATION RECOVERY (1988)
 PP0631
 PP0631'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP0631'THE MARK AS DESCRIBED IN 1970 WAS FOUND IN POOR CONDITION.  NOTE--NOT
 PP0631'LEVELED TO DURING THIS SURVEY.  THE MARK HAS BEEN HIT AND IS TILTED
 PP0631'ABOUT 10 DEGREES TO THE SOUTH.  THE MARK IS LOCATED ABOUT 0.5 MI
 PP0631'(0.8 KM) WEST OF THE CITY OF HASTINGS, ABOUT 2 MI (3.2 KM) WEST ALONG
 PP0631'TRUNK HIGHWAY 55 FROM ITS JUNCTION WITH TRUNK HIGHWAY 61 IN HASTINGS
 PP0631'TO JACOB AVENUE, THENCE SOUTH ALONG JACOB AVENUE FOR 800 FT
 PP0631'(243.8 M) AND IN THE SOUTHWEST 1/4 OF SECTION 30, T115N, R17W.  THE
 PP0631'MARK IS 30 FT (9.1 M) WEST OF AND ABOUT 1 FT (0.3 M) LOWER THAN THE
 PP0631'CENTER OF JACOB AVENUE (GRAVEL ROAD) AND 1.0 FT (0.3 M) NORTH OF A
 PP0631'STEEL WITNESS POST.  THE MARK, A STANDARD USGS SURVEY DISK
 PP0631'STAMPED---6 GAF 1955 1927 FT---, IS SET IN THE TOP OF A CONCRETE
 PP0631'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0296 ***********************************************************************
 RO0296  DESIGNATION -  6 KEE
 RO0296  PID         -  RO0296
 RO0296  STATE/COUNTY-  MN/MORRISON
 RO0296  USGS QUAD   -  MOTLEY (1963)
 RO0296
 RO0296                         *CURRENT SURVEY CONTROL
 RO0296  ___________________________________________________________________
 RO0296* NAD 83(1986)-  46 15 06.     (N)    094 38 37.     (W)     SCALED    
 RO0296* NAVD 88     -       395.406  (meters)    1297.26   (feet)  ADJUSTED  
 RO0296  ___________________________________________________________________
 RO0296  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 RO0296  DYNAMIC HT  -         395.406 (meters)    1297.26  (feet)  COMP
 RO0296  MODELED GRAV-     980,602.9   (mgal)                       NAVD 88
 RO0296
 RO0296  VERT ORDER  -  SECOND    CLASS 0
 RO0296
 RO0296.The horizontal coordinates were scaled from a topographic map and have
 RO0296.an estimated accuracy of +/- 6 seconds.
 RO0296
 RO0296.The orthometric height was determined by differential leveling
 RO0296.and adjusted by the National Geodetic Survey in June 1991..
 RO0296
 RO0296.The geoid height was determined by GEOID03.
 RO0296
 RO0296.The dynamic height is computed by dividing the NAVD 88
 RO0296.geopotential number by the normal gravity value computed on the
 RO0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0296.degrees latitude (g = 980.6199 gals.).
 RO0296
 RO0296.The modeled gravity was interpolated from observed gravity values.
 RO0296
 RO0296;                    North         East    Units  Estimated Accuracy
 RO0296;SPC MN C     -   239,190.      769,650.      MT  (+/- 180 meters Scaled)
 RO0296
 RO0296                          SUPERSEDED SURVEY CONTROL
 RO0296
 RO0296  NGVD 29 (??/??/92)  395.195  (m)         1296.57   (f) ADJ UNCH    2 0
 RO0296
 RO0296.Superseded values are not recommended for survey control.
 RO0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0296.See file dsdata.txt to determine how the superseded data were derived.
 RO0296
 RO0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM733233(NAD 83)
 RO0296_MARKER: DB = BENCH MARK DISK
 RO0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0296_STAMPING: ET 6 KEE 1962
 RO0296_MARK LOGO: USGS  
 RO0296_PROJECTION: FLUSH
 RO0296_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RO0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0296+STABILITY: SURFACE MOTION
 RO0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0296+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1995
 RO0296
 RO0296  HISTORY     - Date     Condition        Report By
 RO0296  HISTORY     - 1962     MONUMENTED       USGS
 RO0296  HISTORY     - 1973     GOOD             MNDT
 RO0296  HISTORY     - 19951003 GOOD             MNDT
 RO0296
 RO0296                          STATION DESCRIPTION
 RO0296
 RO0296'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0296'2.9 MI N FROM LINCOLN.
 RO0296'THE MARK IS 6.3 MILES MEASURED SOUTH ALONG TRUNK HIGHWAY 10 FROM THE
 RO0296'JUNCTION OF TRUNK HIGHWAYS 10 AND 210 IN MOTLEY, AND IS AT MILEPOINT
 RO0296'120.9.  IT IS 195.5 FEET WEST OF TRUNK HIGHWAY 10 (OPPOSITE MORRISON
 RO0296'COUNTY ROAD 202 EAST), 22 FEET SOUTH OF TOWNSHIP ROAD (OPPOSITE
 RO0296'DRIVEWAY NORTH, 27.3 FEET NORTHWEST OF NORTHWEST CORNER OF ONE STORY
 RO0296'CORRUGATED METAL SHED, AND 2 FEET SOUTH OF POWER POLE NUMBER 48184
 RO0296'ITN.  IT IS SET IN THE TOP OF A CONCRETE POST-THAT IS FLUSH WITH THE
 RO0296'GROUND, IS 4 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 10 AND IS 0.7 FOOT
 RO0296'SOUTH OF A STEEL WITNESS POST.  CORNER OF NW 1/4, SEC 31, T 133N, R
 RO0296'31W.
 RO0296
 RO0296                          STATION RECOVERY (1995)
 RO0296
 RO0296'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 RO0296'THE MARK IS LOCATED ABOUT 2.9 MI (4.7 KM) NORTH OF THE TOWN OF
 RO0296'LINCOLN, 6.3 MI (10.1 KM) SOUTH ON TH 10 FROM JCT OF TH 10 AND TH 210
 RO0296'AT MOTLEY, AT TH 10 MP 121.0, OPPOSITE CO RD 202 EAST, OPPOSITE A
 RO0296'DRIVE TO THE NORTH, 195.5 FT (59.6 M) WEST OF TH 10, 22 FT (6.7 M)
 RO0296'SOUTH OF A TWP RD, 27.3 FT (8.3 M) NW OF THE NW COR OF A METAL SHED, 2
 RO0296'FT (0.6 M) SOUTH OF A P-POLE, AND 0.8 FT (24.4 CM) SOUTH OF A WITNESS
 RO0296'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6286 ***********************************************************************
 DG6286  DESIGNATION -  6 RRB
 DG6286  PID         -  DG6286
 DG6286  STATE/COUNTY-  MN/BELTRAMI
 DG6286  USGS QUAD   -  FOUR TOWN NW (1973)
 DG6286
 DG6286                         *CURRENT SURVEY CONTROL
 DG6286  ___________________________________________________________________
 DG6286* NAD 83(1986)-  48 27 08.     (N)    095 23 54.     (W)     SCALED    
 DG6286* NAVD 88     -       374.049  (meters)    1227.19   (feet)  ADJUSTED  
 DG6286  ___________________________________________________________________
 DG6286  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DG6286  DYNAMIC HT  -         374.136 (meters)    1227.48  (feet)  COMP
 DG6286  MODELED GRAV-     980,832.1   (mgal)                       NAVD 88
 DG6286
 DG6286  VERT ORDER  -  SECOND    CLASS I
 DG6286
 DG6286.The horizontal coordinates were scaled from a topographic map and have
 DG6286.an estimated accuracy of +/- 6 seconds.
 DG6286
 DG6286.The orthometric height was determined by differential leveling
 DG6286.and adjusted by the National Geodetic Survey in March 2005..
 DG6286.No vertical observational check was made to the station.
 DG6286
 DG6286.The geoid height was determined by GEOID03.
 DG6286
 DG6286.The dynamic height is computed by dividing the NAVD 88
 DG6286.geopotential number by the normal gravity value computed on the
 DG6286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6286.degrees latitude (g = 980.6199 gals.).
 DG6286
 DG6286.The modeled gravity was interpolated from observed gravity values.
 DG6286
 DG6286;                    North         East    Units  Estimated Accuracy
 DG6286;SPC MN N     -   319,570.      630,020.      MT  (+/- 180 meters Scaled)
 DG6286
 DG6286                          SUPERSEDED SURVEY CONTROL
 DG6286
 DG6286.No superseded survey control is available for this station.
 DG6286
 DG6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP226693(NAD 83)
 DG6286_MARKER: DD = SURVEY DISK
 DG6286_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6286_STAMPING: 6 RRB 1973
 DG6286_MARK LOGO: USGS  
 DG6286_PROJECTION: RECESSED 8 CENTIMETERS
 DG6286_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG6286+STABILITY: POSITION/ELEVATION WELL
 DG6286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6286+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2004
 DG6286
 DG6286  HISTORY     - Date     Condition        Report By
 DG6286  HISTORY     - 1973     MONUMENTED       USGS
 DG6286  HISTORY     - 20040702 GOOD             MNDT
 DG6286
 DG6286                          STATION DESCRIPTION
 DG6286
 DG6286'DESCRIBED BY MN DEPT OF TRANSP 2004 (MPP)
 DG6286'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 12.50 MILES
 DG6286'(20.12 KM) NORTH-NORTHWEST OF FOUR TOWN, 2.0 MILES (3.2 KM) NORTH
 DG6286'ALONG COUNTY ROAD 44, THENCE 1.0 MILES (1.6 KM) NORTH ON COUNTY ROAD
 DG6286'704, THENCE 9.35 MILES (15.05 KM) NORTH ON FOUR TOWN ROAD NORTHWEST,
 DG6286'THENCE 3.6 MILES (5.8 KM) WEST ON MOOSE RIVER ROAD NORTHWEST, AT FIRE
 DG6286'NO 34322, 92 FEET (28.0 M) SOUTH AND 50 FEET (15.2 M) EAST OF ROAD AT
 DG6286'TRAIL SOUTH, 2.0 FEET (0.6 M) NORTH OF NORTHWEST CORNER OF SMALL DIRT
 DG6286'MOUND, 1.0 FEET (0.3 M) WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0094 ***********************************************************************
 SL0094  DESIGNATION -  6 SAN
 SL0094  PID         -  SL0094
 SL0094  STATE/COUNTY-  MN/POLK
 SL0094  USGS QUAD   -  ERSKINE (1966)
 SL0094
 SL0094                         *CURRENT SURVEY CONTROL
 SL0094  ___________________________________________________________________
 SL0094* NAD 83(1986)-  47 43 54.     (N)    096 00 25.     (W)     SCALED    
 SL0094* NAVD 88     -       355.423  (meters)    1166.08   (feet)  ADJUSTED  
 SL0094  ___________________________________________________________________
 SL0094  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 SL0094  DYNAMIC HT  -         355.487 (meters)    1166.29  (feet)  COMP
 SL0094  MODELED GRAV-     980,782.2   (mgal)                       NAVD 88
 SL0094
 SL0094  VERT ORDER  -  SECOND    CLASS I
 SL0094
 SL0094.The horizontal coordinates were scaled from a topographic map and have
 SL0094.an estimated accuracy of +/- 6 seconds.
 SL0094
 SL0094.The orthometric height was determined by differential leveling
 SL0094.and adjusted by the National Geodetic Survey in June 1991..
 SL0094
 SL0094.The geoid height was determined by GEOID03.
 SL0094
 SL0094.The dynamic height is computed by dividing the NAVD 88
 SL0094.geopotential number by the normal gravity value computed on the
 SL0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0094.degrees latitude (g = 980.6199 gals.).
 SL0094
 SL0094.The modeled gravity was interpolated from observed gravity values.
 SL0094
 SL0094;                    North         East    Units  Estimated Accuracy
 SL0094;SPC MN N     -   241,030.      582,020.      MT  (+/- 180 meters Scaled)
 SL0094
 SL0094                          SUPERSEDED SURVEY CONTROL
 SL0094
 SL0094  NGVD 29 (??/??/92)  355.070  (m)         1164.93   (f) ADJ UNCH    2 1
 SL0094
 SL0094.Superseded values are not recommended for survey control.
 SL0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0094.See file dsdata.txt to determine how the superseded data were derived.
 SL0094
 SL0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT244908(NAD 83)
 SL0094_MARKER: DB = BENCH MARK DISK
 SL0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0094_STAMPING: 6 SAN 1965 1165
 SL0094_MARK LOGO: USGS  
 SL0094_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SL0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL0094+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 SL0094
 SL0094  HISTORY     - Date     Condition        Report By
 SL0094  HISTORY     - 1965     MONUMENTED       USGS
 SL0094  HISTORY     - 1977     GOOD             MNDT
 SL0094  HISTORY     - 20020827 SEE DESCRIPTION  MNDT
 SL0094
 SL0094                          STATION DESCRIPTION
 SL0094
 SL0094'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0094'4.40 MI N FROM ERSKINE.
 SL0094'THE MARK IS LOCATED 0.40 MILE WEST ALONG A GRAVEL TOWNSHIP ROAD FROM
 SL0094'TRUNK HIGHWAY 59 MILEPOST 328.55 WHICH IS 3.25 MILES NORTHWEST THEN
 SL0094'NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND
 SL0094'COUNTY ROAD 35 AND, ALSO, 2.0 MILES SOUTH OF THE POLK-RED LAKE COUNTY
 SL0094'LINE.  IT IS 109 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 SL0094'SMALL TOWNSHIP ROAD BRIDGE OVER THE POPLAR RIVER, 1.1 FEET EAST OF A
 SL0094'TELEPHONE POLE, 26 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE WHICH
 SL0094'IS OPPOSITE A T ROAD TO THE EAST, 38 FEET WEST OF THE CENTER OF A
 SL0094'NORTH-SOUTH GRAVEL TOWNSHIP ROAD.  IT IS SET IN THE TOP OF A CONCRETE
 SL0094'MONUMENT WHICH IS PROJECTING, 1 INCH, IS ABOUT 3 FEET BELOW THE LEVEL
 SL0094'OF THE NORTH-SOUTH GRAVEL TOWNSHIP ROAD, AND IS 0.4 FOOT EAST OF A
 SL0094'STEEL WITNESS POST.  THE MONUMENT IS MAGNETIC.  SW 1/4 SECTION 11, T
 SL0094'149N, R 42W.
 SL0094
 SL0094                          STATION RECOVERY (2002)
 SL0094
 SL0094'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SL0094'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PR0769 ***********************************************************************
 PR0769  DESIGNATION -  6 T
 PR0769  PID         -  PR0769
 PR0769  STATE/COUNTY-  MN/LINCOLN
 PR0769  USGS QUAD   -  DEAD COON LAKE (1963)
 PR0769
 PR0769                         *CURRENT SURVEY CONTROL
 PR0769  ___________________________________________________________________
 PR0769* NAD 83(1996)-  44 22 18.93523(N)    096 06 55.37229(W)     ADJUSTED  
 PR0769* NAVD 88     -       505.84   (+/-2cm)    1659.6    (feet)  VERTCON   
 PR0769  ___________________________________________________________________
 PR0769  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 PR0769  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 PR0769
 PR0769  HORZ ORDER  -  THIRD
 PR0769  VERT ORDER  -  THIRD ? (See Below)
 PR0769
 PR0769.The horizontal coordinates were established by classical geodetic methods
 PR0769.and adjusted by the National Geodetic Survey in March 1999..
 PR0769
 PR0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0769.The vertical order pertains to the NGVD 29 superseded value.
 PR0769
 PR0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 PR0769
 PR0769.The geoid height was determined by GEOID03.
 PR0769
 PR0769;                    North         East     Units Scale Factor Converg.
 PR0769;SPC MN S     -   254,617.744   631,428.328   MT  0.99992459   -1 28 57.8
 PR0769;UTM  14      - 4,917,230.775   729,824.402   MT  1.00024962   +2 01 05.3
 PR0769
 PR0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0769!SPC MN S     -   0.99992481  x   0.99992459  =   0.99984941
 PR0769!UTM  14      -   0.99992481  x   1.00024962  =   1.00017441
 PR0769
 PR0769                          SUPERSEDED SURVEY CONTROL
 PR0769
 PR0769  NAD 83(1996)-  44 22 18.93242(N)    096 06 55.37197(W) AD(       ) 3
 PR0769  NAD 83(1986)-  44 22 18.93173(N)    096 06 55.35921(W) AD(       ) 3
 PR0769  NAD 27      -  44 22 19.06222(N)    096 06 54.23031(W) AD(       ) 3
 PR0769  NGVD 29 (07/19/86)  505.58   (m)         1658.7    (f) LEVELING    3  
 PR0769
 PR0769.Superseded values are not recommended for survey control.
 PR0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0769.See file dsdata.txt to determine how the superseded data were derived.
 PR0769
 PR0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2982417231(NAD 83)
 PR0769_MARKER: DB = BENCH MARK DISK
 PR0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0769_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PR0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0769+STABILITY: SURFACE MOTION
 PR0769
 PR0769  HISTORY     - Date     Condition        Report By
 PR0769  HISTORY     - 1960     MONUMENTED       USGS
 PR0769
 PR0769                          STATION DESCRIPTION
 PR0769
 PR0769'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PR0769'RUSSELL,3.5 MILE N AND 8.5 MILE W OF. 49 FT N,1154 FT E, AND 14 FT
 PR0769'HIGHER THAN X-ROADS AT SW CORNER OF SECTION 35,T.111N,R.44W, 2 FT S
 PR0769'AND 3 FT W OF FENCE CORNER. IN A CONCRETE POST A STANDARD TABLET
 PR0769'STAMPED---6 T 1960 1659 ET---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5058 ***********************************************************************
 DG5058  DESIGNATION -  6 WH
 DG5058  PID         -  DG5058
 DG5058  STATE/COUNTY-  MN/MARSHALL
 DG5058  USGS QUAD   -  ELLERTH (1982)
 DG5058
 DG5058                         *CURRENT SURVEY CONTROL
 DG5058  ___________________________________________________________________
 DG5058* NAD 83(1986)-  48 20 26.     (N)    096 28 38.     (W)     SCALED    
 DG5058* NAVD 88     -       320.621  (meters)    1051.90   (feet)  ADJUSTED  
 DG5058  ___________________________________________________________________
 DG5058  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 DG5058  DYNAMIC HT  -         320.695 (meters)    1052.15  (feet)  COMP
 DG5058  MODELED GRAV-     980,834.9   (mgal)                       NAVD 88
 DG5058
 DG5058  VERT ORDER  -  SECOND    CLASS I
 DG5058
 DG5058.The horizontal coordinates were scaled from a topographic map and have
 DG5058.an estimated accuracy of +/- 6 seconds.
 DG5058
 DG5058.The orthometric height was determined by differential leveling
 DG5058.and adjusted by the National Geodetic Survey in July 2004..
 DG5058.No vertical observational check was made to the station.
 DG5058
 DG5058.The geoid height was determined by GEOID03.
 DG5058
 DG5058.The dynamic height is computed by dividing the NAVD 88
 DG5058.geopotential number by the normal gravity value computed on the
 DG5058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5058.degrees latitude (g = 980.6199 gals.).
 DG5058
 DG5058.The modeled gravity was interpolated from observed gravity values.
 DG5058
 DG5058;                    North         East    Units  Estimated Accuracy
 DG5058;SPC MN N     -   310,090.      549,730.      MT  (+/- 180 meters Scaled)
 DG5058
 DG5058                          SUPERSEDED SURVEY CONTROL
 DG5058
 DG5058.No superseded survey control is available for this station.
 DG5058
 DG5058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU869572(NAD 83)
 DG5058_MARKER: DD = SURVEY DISK
 DG5058_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG5058_STAMPING: 6 WH 1978
 DG5058_MARK LOGO: USGS  
 DG5058_PROJECTION: FLUSH
 DG5058_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5058+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 DG5058
 DG5058  HISTORY     - Date     Condition        Report By
 DG5058  HISTORY     - 1978     MONUMENTED       USGS
 DG5058  HISTORY     - 20030618 GOOD             MNDT
 DG5058
 DG5058                          STATION DESCRIPTION
 DG5058
 DG5058'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5058'THE MARK IS 7.0 MILES (11.3 KM) WEST OF NEW FOLDEN, 6.85 MILES (11.02
 DG5058'KM) WEST ON COUNTY ROAD 4 FROM JUNCTION OF COUNTY ROAD 4 AND TRUNK
 DG5058'HIGHWAY 59 IN NEW FOLDEN, THENCE 1.0 MILES (1.6 KM) SOUTH ON COUNTY
 DG5058'ROAD 38, 39 FEET (11.9 M) SOUTH AND 72 FEET (21.9 M) EAST OF
 DG5058'CROSSROADS (CO ROAD 4 AND COUNTY ROAD 38) , 9.1 FEET (2.8 M) NORTHEAST
 DG5058'OF NORTHWEST CORNER OF HIGH VOLTAGE BOX, 2.2 FEET (0.7 M) SOUTHEAST OF
 DG5058'POWER POLE WITH TRANSFORMER NUMBER S5-40, 3.6 FEET (1.1 M) NORTH OF
 DG5058'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0923 ***********************************************************************
 SJ0923  DESIGNATION -  6 WR
 SJ0923  PID         -  SJ0923
 SJ0923  STATE/COUNTY-  MN/ST LOUIS
 SJ0923  USGS QUAD   -  IDINGTON (1984)
 SJ0923
 SJ0923                         *CURRENT SURVEY CONTROL
 SJ0923  ___________________________________________________________________
 SJ0923* NAD 83(1986)-  47 42 00.     (N)    092 38 42.     (W)     SCALED    
 SJ0923* NAVD 88     -       419.972  (meters)    1377.86   (feet)  ADJUSTED  
 SJ0923  ___________________________________________________________________
 SJ0923  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 SJ0923  DYNAMIC HT  -         420.015 (meters)    1378.00  (feet)  COMP
 SJ0923  MODELED GRAV-     980,700.6   (mgal)                       NAVD 88
 SJ0923
 SJ0923  VERT ORDER  -  FIRST     CLASS II
 SJ0923
 SJ0923.The horizontal coordinates were scaled from a topographic map and have
 SJ0923.an estimated accuracy of +/- 6 seconds.
 SJ0923
 SJ0923.The orthometric height was determined by differential leveling
 SJ0923.and adjusted by the National Geodetic Survey in June 1991..
 SJ0923
 SJ0923.The geoid height was determined by GEOID03.
 SJ0923
 SJ0923.The dynamic height is computed by dividing the NAVD 88
 SJ0923.geopotential number by the normal gravity value computed on the
 SJ0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0923.degrees latitude (g = 980.6199 gals.).
 SJ0923
 SJ0923.The modeled gravity was interpolated from observed gravity values.
 SJ0923
 SJ0923;                    North         East    Units  Estimated Accuracy
 SJ0923;SPC MN N     -   233,510.      834,150.      MT  (+/- 180 meters Scaled)
 SJ0923
 SJ0923                          SUPERSEDED SURVEY CONTROL
 SJ0923
 SJ0923  NGVD 29 (??/??/92)  419.708  (m)         1376.99   (f) ADJ UNCH    1 2
 SJ0923
 SJ0923.Superseded values are not recommended for survey control.
 SJ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0923.See file dsdata.txt to determine how the superseded data were derived.
 SJ0923
 SJ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN266830(NAD 83)
 SJ0923_MARKER: DB = BENCH MARK DISK
 SJ0923_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 SJ0923_SP_SET: UNSPEC ROCK
 SJ0923_STAMPING: 6 WR 1950 1377
 SJ0923_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ0923+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1999
 SJ0923
 SJ0923  HISTORY     - Date     Condition        Report By
 SJ0923  HISTORY     - 1950     MONUMENTED       USGS
 SJ0923  HISTORY     - 1973     GOOD             MNHD
 SJ0923  HISTORY     - 1978     GOOD             NGS
 SJ0923  HISTORY     - 19990302 GOOD             MNDT
 SJ0923
 SJ0923                          STATION DESCRIPTION
 SJ0923
 SJ0923'DESCRIBED BY MN HIGHWAY DEPT 1973
 SJ0923'10.5 MI SSW FROM COOK.
 SJ0923'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 1 AT THE WEST
 SJ0923'EDGE OF COOK, GO SOUTHERLY ON TRUNK HIGHWAY 53 FOR 5.7 MILES TO THE
 SJ0923'JUNCTION OF COUNTY ROAD 22 AT SHERMANS CORNER.  THENCE CONTINUE
 SJ0923'SOUTHERLY ON TRUNK HIGHWAY 53 FOR 4.9 MILES (MILEPOST 81.5) AND MARK
 SJ0923'ON THE RIGHT (10.7 MILES NORTHEASTERLY ALONG TRUNK HIGHWAY 53 FROM THE
 SJ0923'JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 169, 3 MILES NORTH OF
 SJ0923'VIRGINIA).  THE MARK IS 41 FEET WEST OF THE CENTERLINE OF TRUNK
 SJ0923'HIGHWAY 53, 34 FEET SOUTHWEST OF WEST LEG OF NO PASSING ZONE SIGN, 11
 SJ0923'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 10 FOOT BY 15 FOOT BY 5
 SJ0923'FOOT BOULDER, AND 5 FEET NORTH OF A STEEL WITNESS POST.  THE MARK IS
 SJ0923'SET IN A 4 FOOT BY 4 FOOT ROCK THAT IS 2 FEET ABOVE THE LEVEL OF TRUNK
 SJ0923'HIGHWAY 53.  CORNER OF NW 1/4, SEC 9, T 60N, R 18W.
 SJ0923
 SJ0923                          STATION RECOVERY (1978)
 SJ0923
 SJ0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SJ0923'15.8 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE U.S. HIGHWAY 169
 SJ0923'OVERPASS IN VIRGINIA, 0.05 MILE NORTH OF A DRIVE LEADING WEST, IN THE
 SJ0923'WEST RIGHT-OF-WAY, IN THE TOP OF A 4-FT. BY 4-FT. BOULDER, 41 FT
 SJ0923'WEST OF THE CENTERLINE OF THE HIGHWAY, 11 FT. SOUTHEAST OF THE
 SJ0923'SOUTHEAST CORNER OF A LARGE BOULDER.
 SJ0923'THE MARK IS 5 FT  N FROM A WITNESS POST.
 SJ0923'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 SJ0923
 SJ0923                          STATION RECOVERY (1999)
 SJ0923
 SJ0923'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 SJ0923'RECOVERED 0.10 MI (0.16 KM) NORTH OF HAKKILA RD (CO RD 688) ,
 SJ0923'OTHERWISE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0410 ***********************************************************************
 RP0410  DESIGNATION -  6 WRM
 RP0410  PID         -  RP0410
 RP0410  STATE/COUNTY-  MN/CLAY
 RP0410  USGS QUAD   -  SABIN (1976)
 RP0410
 RP0410                         *CURRENT SURVEY CONTROL
 RP0410  ___________________________________________________________________
 RP0410* NAD 83(1986)-  46 50 52.     (N)    096 37 50.     (W)     SCALED    
 RP0410* NAVD 88     -       279.744  (meters)     917.79   (feet)  ADJUSTED  
 RP0410  ___________________________________________________________________
 RP0410  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 RP0410  DYNAMIC HT  -         279.766 (meters)     917.87  (feet)  COMP
 RP0410  MODELED GRAV-     980,686.2   (mgal)                       NAVD 88
 RP0410
 RP0410  VERT ORDER  -  SECOND    CLASS 0
 RP0410
 RP0410.The horizontal coordinates were scaled from a topographic map and have
 RP0410.an estimated accuracy of +/- 6 seconds.
 RP0410
 RP0410.The orthometric height was determined by differential leveling
 RP0410.and adjusted by the National Geodetic Survey in June 1991..
 RP0410
 RP0410.The geoid height was determined by GEOID03.
 RP0410
 RP0410.The dynamic height is computed by dividing the NAVD 88
 RP0410.geopotential number by the normal gravity value computed on the
 RP0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0410.degrees latitude (g = 980.6199 gals.).
 RP0410
 RP0410.The modeled gravity was interpolated from observed gravity values.
 RP0410
 RP0410;                    North         East    Units  Estimated Accuracy
 RP0410;SPC MN C     -   308,110.      618,470.      MT  (+/- 180 meters Scaled)
 RP0410
 RP0410                          SUPERSEDED SURVEY CONTROL
 RP0410
 RP0410  NGVD 29 (??/??/92)  279.469  (m)          916.89   (f) ADJ UNCH    2 0
 RP0410
 RP0410.Superseded values are not recommended for survey control.
 RP0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0410.See file dsdata.txt to determine how the superseded data were derived.
 RP0410
 RP0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS806909(NAD 83)
 RP0410_MARKER: DD = SURVEY DISK
 RP0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0410_STAMPING: 6 WRM 1964
 RP0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0410+STABILITY: SURFACE MOTION
 RP0410
 RP0410  HISTORY     - Date     Condition        Report By
 RP0410  HISTORY     - 1964     MONUMENTED       USGS
 RP0410  HISTORY     - 1968     GOOD             MNDT
 RP0410
 RP0410                          STATION DESCRIPTION
 RP0410
 RP0410'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0410'2.5 MI SW FROM GLYNDON.
 RP0410'MARK IS LOCATED NEAR THE CORNER OF SECTIONS 16, 17, 20 AND 21, T139N,
 RP0410'R47W ABOUT 2.5 MILES SOUTHWEST OF GLYNDON.  MARK IS A STANDARD
 RP0410'U.S.G.S. DISK, STAMPED 6 WRM 1964, SET IN A CONCRETE POST.  MARK IS 55
 RP0410'FEET EAST OF THE CENTERLINE OF COUNTY ROAD NO. 63, 40 FEET SOUTH OF
 RP0410'THE CENTERLINE OF COUNTY ROAD NO. 79, 13 FEET EAST OF TELEPHONE POLE,
 RP0410'1.0 FOOT NORTHWEST OF A STEEL WITNESS POST AND PROJECTING 4 INCHES
 RP0410'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5946 ***********************************************************************
 DF5946  DESIGNATION -  60
 DF5946  PID         -  DF5946
 DF5946  STATE/COUNTY-  MN/PINE
 DF5946  USGS QUAD   -  FINLAYSON (1981)
 DF5946
 DF5946                         *CURRENT SURVEY CONTROL
 DF5946  ___________________________________________________________________
 DF5946* NAD 83(1996)-  46 13 50.78744(N)    092 55 36.52105(W)     ADJUSTED  
 DF5946* NAVD 88     -       334.7    (meters)    1098.     (feet)  GPS OBS   
 DF5946  ___________________________________________________________________
 DF5946  X           -    -225,688.727 (meters)                     COMP
 DF5946  Y           -  -4,414,278.992 (meters)                     COMP
 DF5946  Z           -   4,583,251.020 (meters)                     COMP
 DF5946  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DF5946  ELLIP HEIGHT-         307.06  (meters)          (05/27/03) GPS OBS
 DF5946  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DF5946
 DF5946  HORZ ORDER  -  FIRST
 DF5946  ELLP ORDER  -  THIRD     CLASS I
 DF5946
 DF5946.The horizontal coordinates were established by GPS observations
 DF5946.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5946
 DF5946.The orthometric height was determined by GPS observations and a
 DF5946.high-resolution geoid model.
 DF5946
 DF5946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5946
 DF5946.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5946
 DF5946.The ellipsoidal height was determined by GPS observations
 DF5946.and is referenced to NAD 83.
 DF5946
 DF5946.The geoid height was determined by GEOID03.
 DF5946
 DF5946;                    North         East     Units Scale Factor Converg.
 DF5946;SPC MN C     -   237,648.076   902,059.056   MT  0.99992367   +0 57 25.8
 DF5946;UTM  15      - 5,119,691.221   505,643.556   MT  0.99960039   +0 03 10.3
 DF5946
 DF5946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5946!SPC MN C     -   0.99995187  x   0.99992367  =   0.99987554
 DF5946!UTM  15      -   0.99995187  x   0.99960039  =   0.99955228
 DF5946
 DF5946                          SUPERSEDED SURVEY CONTROL
 DF5946
 DF5946.No superseded survey control is available for this station.
 DF5946
 DF5946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0564419691(NAD 83)
 DF5946_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5946_STAMPING: NO 60
 DF5946_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5946+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5946
 DF5946  HISTORY     - Date     Condition        Report By
 DF5946  HISTORY     - 1999     MONUMENTED       MN-115
 DF5946
 DF5946                          STATION DESCRIPTION
 DF5946
 DF5946'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5946'2 MI (3.2 KM) NNW OF FINLAYSON, 2 MI (3.2 KM) NORTH ALONG CO RD 34
 DF5946'FROM JCT OF TH 18 THEN 0.95 MI (1.53 KM) WEST ON TWP RD 307, 28 FT
 DF5946'(8.5 M) SOUTH OF ROAD, 2 FT (0.6 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1585 ***********************************************************************
 QO1585  DESIGNATION -  60 RC
 QO1585  PID         -  QO1585
 QO1585  STATE/COUNTY-  MN/PINE
 QO1585  USGS QUAD   -  HENRIETTE (1983)
 QO1585
 QO1585                         *CURRENT SURVEY CONTROL
 QO1585  ___________________________________________________________________
 QO1585* NAD 83(1996)-  45 51 54.96122(N)    093 00 29.59842(W)     ADJUSTED  
 QO1585* NAVD 88     -       294.51   (+/-2cm)     966.2    (feet)  VERTCON   
 QO1585  ___________________________________________________________________
 QO1585  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 QO1585  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 QO1585
 QO1585  HORZ ORDER  -  SECOND
 QO1585  VERT ORDER  -  THIRD ? (See Below)
 QO1585
 QO1585.The horizontal coordinates were established by classical geodetic methods
 QO1585.and adjusted by the National Geodetic Survey in March 1999..
 QO1585
 QO1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO1585.The vertical order pertains to the NGVD 29 superseded value.
 QO1585
 QO1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1585
 QO1585.The geoid height was determined by GEOID03.
 QO1585
 QO1585;                    North         East     Units Scale Factor Converg.
 QO1585;SPC MN C     -   196,927.028   896,417.197   MT  0.99995541   +0 53 53.8
 QO1585;UTM  15      - 5,079,077.942   499,361.825   MT  0.99960001   -0 00 21.2
 QO1585
 QO1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1585!SPC MN C     -   0.99995817  x   0.99995541  =   0.99991359
 QO1585!UTM  15      -   0.99995817  x   0.99960001  =   0.99955820
 QO1585
 QO1585                          SUPERSEDED SURVEY CONTROL
 QO1585
 QO1585  NAD 83(1996)-  45 51 54.95735(N)    093 00 29.59162(W) AD(       ) 2
 QO1585  NAD 83(1986)-  45 51 54.95646(N)    093 00 29.59297(W) AD(       ) 2
 QO1585  NAD 27      -  45 51 55.10990(N)    093 00 28.84260(W) AD(       ) 2
 QO1585  NGVD 29 (07/19/86)  294.42   (m)          965.9    (f) LEVELING    3  
 QO1585
 QO1585.Superseded values are not recommended for survey control.
 QO1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1585.See file dsdata.txt to determine how the superseded data were derived.
 QO1585
 QO1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9936279078(NAD 83)
 QO1585_MARKER: DB = BENCH MARK DISK
 QO1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1585_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QO1585
 QO1585  HISTORY     - Date     Condition        Report By
 QO1585  HISTORY     - 1954     MONUMENTED       USGS
 QO1585  HISTORY     - 1961     GOOD             USGS
 QO1585
 QO1585                          STATION DESCRIPTION
 QO1585
 QO1585'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (BRB)
 QO1585'THE STATION IS ABOUT 3 MILES NORTHWEST OF PINE CITY, IN THE
 QO1585'SOUTHWEST 1/4 OF SEC. 18, T-39-N, R-21-W, AND ON THE PROPERTY
 QO1585'OF MR. H.M. FEDDER.  IT IS A STANDARD U.S.G.S. BENCH MARK DISK
 QO1585'SET IN THE TOP OF A ROUND 7 INCH CONCRETE POST THAT PROJECTS
 QO1585'4 INCHES.  IT IS 34 FEET SOUTH OF THE INTERSECTION OF COUNTY
 QO1585'HIGHWAY 11 AND A DRIVEWAY NORTH, 14 FEET WEST OF THE CENTERLINE
 QO1585'OF A FIELD ENTRANCE AND 4 FEET SOUTHWEST OF A POWER POLE.
 QO1585'THE DISK IS STAMPED 966 60 RC 1954.
 QO1585'
 QO1585'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 QO1585'FEDDER AND THE DISTANCE IS 28.6115 METERS, 93.87 FEET.
 QO1585'
 QO1585'TO REACH THE BENCH MARK FROM THE JUNCTION OF U.S. HIGHWAY
 QO1585'61 AND COUNTY ROAD 11 (1.5 MILES NORTH OF THE CENTER OF PINE
 QO1585'CITY), GO WESTERLY ON HIGHWAY 11 FOR 2.4 MILES TO THE MARK
 QO1585'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0350 ***********************************************************************
 SL0350  DESIGNATION -  6001 AB
 SL0350  PID         -  SL0350
 SL0350  STATE/COUNTY-  MN/POLK
 SL0350  USGS QUAD   -  CROOKSTON SW (1982)
 SL0350
 SL0350                         *CURRENT SURVEY CONTROL
 SL0350  ___________________________________________________________________
 SL0350* NAD 83(1986)-  47 48 14.     (N)    096 37 55.     (W)     SCALED    
 SL0350* NAVD 88     -       269.862  (meters)     885.37   (feet)  ADJUSTED  
 SL0350  ___________________________________________________________________
 SL0350  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 SL0350  DYNAMIC HT  -         269.911 (meters)     885.53  (feet)  COMP
 SL0350  MODELED GRAV-     980,786.1   (mgal)                       NAVD 88
 SL0350
 SL0350  VERT ORDER  -  FIRST     CLASS II
 SL0350
 SL0350.The horizontal coordinates were scaled from a topographic map and have
 SL0350.an estimated accuracy of +/- 6 seconds.
 SL0350
 SL0350.The orthometric height was determined by differential leveling
 SL0350.and adjusted by the National Geodetic Survey in June 1991..
 SL0350.WARNING-Repeat measurements at this control monument indicate possible
 SL0350.vertical movement.
 SL0350
 SL0350.The geoid height was determined by GEOID03.
 SL0350
 SL0350.The dynamic height is computed by dividing the NAVD 88
 SL0350.geopotential number by the normal gravity value computed on the
 SL0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0350.degrees latitude (g = 980.6199 gals.).
 SL0350
 SL0350.The modeled gravity was interpolated from observed gravity values.
 SL0350
 SL0350;                    North         East    Units  Estimated Accuracy
 SL0350;SPC MN N     -   251,000.      535,550.      MT  (+/- 180 meters Scaled)
 SL0350
 SL0350                          SUPERSEDED SURVEY CONTROL
 SL0350
 SL0350  NGVD 29 (??/??/92)  269.535  (m)          884.30   (f) ADJ UNCH    1 2
 SL0350
 SL0350.Superseded values are not recommended for survey control.
 SL0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0350.See file dsdata.txt to determine how the superseded data were derived.
 SL0350
 SL0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT773972(NAD 83)
 SL0350_MARKER: DD = SURVEY DISK
 SL0350_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SL0350+WITH SETTING: INTO GROUND
 SL0350_STAMPING: 6001 AB 1974
 SL0350_MARK LOGO: MNDT  
 SL0350_PROJECTION: FLUSH
 SL0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0350+STABILITY: SURFACE MOTION
 SL0350_ROD/PIPE-DEPTH: 16.7 meters
 SL0350
 SL0350  HISTORY     - Date     Condition        Report By
 SL0350  HISTORY     - 1974     MONUMENTED       MNDT
 SL0350  HISTORY     - 1981     GOOD             NGS
 SL0350
 SL0350                          STATION DESCRIPTION
 SL0350
 SL0350'DESCRIBED BY MN DEPT OF TRANSP 1974
 SL0350'2.3 MI NW FROM CROOKSTON.
 SL0350'THE MARK IS LOCATED 2.25 MILES NORTH ALONG T.H. 2 AND T.H. 75 FROM THE
 SL0350'SOUTH JUNCTION OF T.H. 2 AND T.H. 75 IN CROOKSTON, THENCE, 1.0 MILES
 SL0350'WEST ALONG T.H. 2 FROM THE NORTH JUNCTION OF T.H. 2 AND T.H. 75. IT IS
 SL0350'111.0 FEET NORTH OF AND 3 FEET LOWER THAN THE WESTBOUND T.H. 2
 SL0350'CENTERLINE AT MILEPOINT 27.9, 118 FEET EAST OF THE CENTER OF A
 SL0350'TOWNSHIP ROAD, 86.6 FEET NORTHEAST OF A BURIED CABLE MARK POST AND 3.5
 SL0350'FEET SOUTHWEST OF A FENCE.  IT IS 0.7 FEET SOUTHWEST OF A STEEL
 SL0350'WITNESS POST, CRIMPED TO THE TOP OF 55 FEET OF COPPER CLAD STEEL ROD
 SL0350'AND SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 13, T 150 N, R 47 W.
 SL0350
 SL0350                          STATION RECOVERY (1981)
 SL0350
 SL0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0350'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SL0350'1.6 KM (1.0 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF U.S.
 SL0350'HIGHWAY 75 WHICH IS APPROXIMATELY 3.2 KM (2.0 MI) NORTH OF CROOKSTON,
 SL0350'AT A GRAVEL CROSS ROAD, 33.8 METERS (111 FT) NORTH OF THE CENTERLINE
 SL0350'OF THE WESTBOUND LANE OF U.S. HIGHWAY 2, 35.9 METERS (118 FT) EAST OF
 SL0350'THE CENTER OF THE GRAVEL ROAD, 12.3 METERS (40.5 FT) SOUTHEAST OF A
 SL0350'TELEPHONE JUNCTION BOX NUMBER 156 1, 5.6 METERS (18.5 FT) NORTHWEST OF
 SL0350'A METAL RIGHT-OF-WAY POST AND SIGN, 0.9 METER (3.0 FT) SOUTHWEST OF A
 SL0350'FENCE LINE.
 SL0350'THE MARK IS 0.15 METERS  SW FROM A WITNESS POST.
 SL0350'THE MARK IS 0.6 M BELOW HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0348 ***********************************************************************
 SL0348  DESIGNATION -  6001 AC
 SL0348  PID         -  SL0348
 SL0348  STATE/COUNTY-  MN/POLK
 SL0348  USGS QUAD   -  CROOKSTON SW (1982)
 SL0348
 SL0348                         *CURRENT SURVEY CONTROL
 SL0348  ___________________________________________________________________
 SL0348* NAD 83(1986)-  47 48 14.     (N)    096 39 10.     (W)     SCALED    
 SL0348* NAVD 88     -       267.501  (meters)     877.63   (feet)  ADJUSTED  
 SL0348  ___________________________________________________________________
 SL0348  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 SL0348  DYNAMIC HT  -         267.550 (meters)     877.79  (feet)  COMP
 SL0348  MODELED GRAV-     980,785.7   (mgal)                       NAVD 88
 SL0348
 SL0348  VERT ORDER  -  FIRST     CLASS II
 SL0348
 SL0348.The horizontal coordinates were scaled from a topographic map and have
 SL0348.an estimated accuracy of +/- 6 seconds.
 SL0348
 SL0348.The orthometric height was determined by differential leveling
 SL0348.and adjusted by the National Geodetic Survey in June 1991..
 SL0348.WARNING-Repeat measurements at this control monument indicate possible
 SL0348.vertical movement.
 SL0348
 SL0348.The geoid height was determined by GEOID03.
 SL0348
 SL0348.The dynamic height is computed by dividing the NAVD 88
 SL0348.geopotential number by the normal gravity value computed on the
 SL0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0348.degrees latitude (g = 980.6199 gals.).
 SL0348
 SL0348.The modeled gravity was interpolated from observed gravity values.
 SL0348
 SL0348;                    North         East    Units  Estimated Accuracy
 SL0348;SPC MN N     -   251,070.      533,990.      MT  (+/- 180 meters Scaled)
 SL0348
 SL0348                          SUPERSEDED SURVEY CONTROL
 SL0348
 SL0348  NGVD 29 (??/??/92)  267.204  (m)          876.65   (f) ADJ UNCH    1 2
 SL0348
 SL0348.Superseded values are not recommended for survey control.
 SL0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0348.See file dsdata.txt to determine how the superseded data were derived.
 SL0348
 SL0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT757971(NAD 83)
 SL0348_MARKER: DD = SURVEY DISK
 SL0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL0348_SP_SET: CULVERT
 SL0348_STAMPING: 6001 AC 1974
 SL0348_MARK LOGO: MNDT  
 SL0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0348
 SL0348  HISTORY     - Date     Condition        Report By
 SL0348  HISTORY     - 1974     MONUMENTED       MNDT
 SL0348  HISTORY     - 1981     GOOD             NGS
 SL0348
 SL0348                          STATION DESCRIPTION
 SL0348
 SL0348'DESCRIBED BY MN DEPT OF TRANSP 1974
 SL0348'3 MI NW FROM CROOKSTON.
 SL0348'THE MARK IS LOCATED 2.25 MILES NORTH ALONG T.H. 2 AND T.H. 75 FROM THE
 SL0348'SOUTH JUNCTION OF T.H. 2 AND T.H. 75 IN CROOKSTON, THENCE, 2.0 MILES
 SL0348'WEST ALONG T.H. 2 FROM THE NORTH JUNCTION OF T.H. 2 AND T.H. 75. IT IS
 SL0348'64 FEET EAST OF THE CENTER OF A TOWNSHIP ROAD, 41 FEET SOUTH OF AND 2
 SL0348'FEET LOWER THAN THE CENTER OF EAST BOUND T.H. 2 AT MILE POINT 22.5
 SL0348'(ENGINEER STATION 1102).  IT IS IN THE EAST END OF THE SOUTH HEADWALL
 SL0348'OF A 14 BY 10 FOOT DEEP BOX CULVERT UNDER T.H. 2 AT A DRAINAGE DITCH.
 SL0348'NW 1/4 SECTION 23, T 150, R 47.
 SL0348
 SL0348                          STATION RECOVERY (1981)
 SL0348
 SL0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0348'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 SL0348'3.2 KM (2.0 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF U.S.
 SL0348'HIGHWAY 75 WHICH IS LOCATED APPROXIMATELY 3.2 KM (2.0 MI) NORTH OF
 SL0348'CROOKSTON, AT A GRAVEL CROSSROAD, SET IN THE EAST END OF THE SOUTH
 SL0348'HEADWALL OF A CONCRETE CULVERT UNDER THE EASTBOUND LANES OF U.S.
 SL0348'HIGHWAY 2, 12.3 METERS (40.5 FT) SOUTH OF THE CENTERLINE OF THE
 SL0348'EASTBOUND LANE OF HIGHWAY 2, 20.1 METERS (66.0 FT) EAST OF THE CENTER
 SL0348'OF THE GRAVEL ROAD, 0.15 METERS (0.5 FT) WEST OF THE EAST END OF THE
 SL0348'CONCRETE HEADWALL.
 SL0348'THE MARK IS 1.0 M BELOW HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0256 ***********************************************************************
 SL0256  DESIGNATION -  6002 A
 SL0256  PID         -  SL0256
 SL0256  STATE/COUNTY-  MN/POLK
 SL0256  USGS QUAD   -  CROOKSTON (1982)
 SL0256
 SL0256                         *CURRENT SURVEY CONTROL
 SL0256  ___________________________________________________________________
 SL0256* NAD 83(1986)-  47 46 42.     (N)    096 36 13.     (W)     SCALED    
 SL0256* NAVD 88     -       268.061  (meters)     879.46   (feet)  ADJUSTED  
 SL0256  ___________________________________________________________________
 SL0256  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 SL0256  DYNAMIC HT  -         268.109 (meters)     879.62  (feet)  COMP
 SL0256  MODELED GRAV-     980,781.8   (mgal)                       NAVD 88
 SL0256
 SL0256  VERT ORDER  -  SECOND    CLASS 0
 SL0256
 SL0256.The horizontal coordinates were scaled from a topographic map and have
 SL0256.an estimated accuracy of +/- 6 seconds.
 SL0256
 SL0256.The orthometric height was determined by differential leveling
 SL0256.and adjusted by the National Geodetic Survey in June 1991..
 SL0256
 SL0256.The geoid height was determined by GEOID03.
 SL0256
 SL0256.The dynamic height is computed by dividing the NAVD 88
 SL0256.geopotential number by the normal gravity value computed on the
 SL0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0256.degrees latitude (g = 980.6199 gals.).
 SL0256
 SL0256.The modeled gravity was interpolated from observed gravity values.
 SL0256
 SL0256;                    North         East    Units  Estimated Accuracy
 SL0256;SPC MN N     -   248,070.      537,540.      MT  (+/- 180 meters Scaled)
 SL0256
 SL0256                          SUPERSEDED SURVEY CONTROL
 SL0256
 SL0256  NGVD 29 (??/??/92)  267.719  (m)          878.34   (f) ADJ UNCH    2 0
 SL0256
 SL0256.Superseded values are not recommended for survey control.
 SL0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0256.See file dsdata.txt to determine how the superseded data were derived.
 SL0256
 SL0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT795944(NAD 83)
 SL0256_MARKER: DD = SURVEY DISK
 SL0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0256_SP_SET: BRIDGE
 SL0256_STAMPING: 6002 A 1973
 SL0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0256
 SL0256  HISTORY     - Date     Condition        Report By
 SL0256  HISTORY     - 1973     MONUMENTED       MNDT
 SL0256  HISTORY     - 1974     GOOD             MNDT
 SL0256
 SL0256                          STATION DESCRIPTION
 SL0256
 SL0256'DESCRIBED BY MN DEPT OF TRANSP 1974
 SL0256'IN CROOKSTON.
 SL0256'THE MARK IS LOCATED IN CROOKSTON, 5 CITY BLOCKS NORTH OF THE SOUTH
 SL0256'JUNCTION OF T.H. AND T.H. 75, AND 2 CITY BLOCKS WEST OF THE POLK
 SL0256'COUNTY COURTHOUSE.  IT IS 9.0 FEET NORTH OF THE SOUTH END OF THE EAST
 SL0256'CONCRETE RAILING OF BRIDGE NUMBER 9540, THE BURLINGTON NORTHERN
 SL0256'RAILROAD OVER SIXTH STREET (T.H.S 2 AND 75), 13.2 FEET EAST OF AND 4
 SL0256'FEET HIGHER THAN THE EAST RAIL.  SW 1/4 SECTION 30, T 150N, R 46W.
 SL0256'(T.H. S 2 AND 75), 13.2 FEET EAST OF AND 4 FEET HIGHER THAN THE EAST
 SL0256'RAIL.  SW 1/4 SECTION, 30,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0306 ***********************************************************************
 SL0306  DESIGNATION -  6002 AB
 SL0306  PID         -  SL0306
 SL0306  STATE/COUNTY-  MN/POLK
 SL0306  USGS QUAD   -  CROOKSTON (1982)
 SL0306
 SL0306                         *CURRENT SURVEY CONTROL
 SL0306  ___________________________________________________________________
 SL0306* NAD 83(1986)-  47 45 36.     (N)    096 35 30.     (W)     SCALED    
 SL0306* NAVD 88     -       270.712  (meters)     888.16   (feet)  ADJUSTED  
 SL0306  ___________________________________________________________________
 SL0306  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 SL0306  DYNAMIC HT  -         270.758 (meters)     888.31  (feet)  COMP
 SL0306  MODELED GRAV-     980,777.7   (mgal)                       NAVD 88
 SL0306
 SL0306  VERT ORDER  -  SECOND    CLASS 0
 SL0306
 SL0306.The horizontal coordinates were scaled from a topographic map and have
 SL0306.an estimated accuracy of +/- 6 seconds.
 SL0306
 SL0306.The orthometric height was determined by differential leveling
 SL0306.and adjusted by the National Geodetic Survey in June 1991..
 SL0306
 SL0306.The geoid height was determined by GEOID03.
 SL0306
 SL0306.The dynamic height is computed by dividing the NAVD 88
 SL0306.geopotential number by the normal gravity value computed on the
 SL0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0306.degrees latitude (g = 980.6199 gals.).
 SL0306
 SL0306.The modeled gravity was interpolated from observed gravity values.
 SL0306
 SL0306;                    North         East    Units  Estimated Accuracy
 SL0306;SPC MN N     -   245,990.      538,340.      MT  (+/- 180 meters Scaled)
 SL0306
 SL0306                          SUPERSEDED SURVEY CONTROL
 SL0306
 SL0306  NGVD 29 (??/??/92)  270.373  (m)          887.05   (f) ADJ UNCH    2 0
 SL0306
 SL0306.Superseded values are not recommended for survey control.
 SL0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0306.See file dsdata.txt to determine how the superseded data were derived.
 SL0306
 SL0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT804924(NAD 83)
 SL0306_MARKER: DD = SURVEY DISK
 SL0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL0306_SP_SET: CONCRETE SIGN BASE
 SL0306_STAMPING: 6002 AB 1974
 SL0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0306
 SL0306  HISTORY     - Date     Condition        Report By
 SL0306  HISTORY     - 1974     MONUMENTED       MNDT
 SL0306
 SL0306                          STATION DESCRIPTION
 SL0306
 SL0306'DESCRIBED BY MN DEPT OF TRANSP 1974
 SL0306'IN CROOKSTON.
 SL0306'THE MARK IS LOCATED 1.25 MILES SOUTHEAST ALONG T.H. 2 FROM THE SOUTH
 SL0306'JUNCTION OF T.H. 2 AND T.H. 75 IN CROOKSTON, AND 1.05 MILES WEST OF
 SL0306'THE JUNCTION OF T.H. 2 AND T.H. 9.  IT IS ABOUT 250 FEET WEST OF THE
 SL0306'EXTENDED CENTERLINE OF COUNTY ROAD 214, 54.2 FEET NORTHEAST OF, AND
 SL0306'ABOUT LEVEL WITH THE CENTERLINE OF T.H. 2 (ROBERT STREET) AT MILE
 SL0306'POINT 27.85, AND 66.3 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 SL0306'1-STORY CONCRETE BLOCK BUILDING (A AND W ROOT BEER).  IT IS CEMENTED
 SL0306'IN THE CENTER OF THE SOUTHEND OF A 4 BY 11 FOOT CONCRETE SIGN BASE (A
 SL0306'AND W), 2 FEET ABOVE THE GROUND.  SE 1/4 SECTION 31, T 150 N, R. 46 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0355 ***********************************************************************
 SL0355  DESIGNATION -  6002 AC
 SL0355  PID         -  SL0355
 SL0355  STATE/COUNTY-  MN/POLK
 SL0355  USGS QUAD   -  CROOKSTON (1982)
 SL0355
 SL0355                         *CURRENT SURVEY CONTROL
 SL0355  ___________________________________________________________________
 SL0355* NAD 83(1986)-  47 46 44.     (N)    096 35 14.     (W)     SCALED    
 SL0355* NAVD 88     -       272.591  (meters)     894.33   (feet)  ADJUSTED  
 SL0355  ___________________________________________________________________
 SL0355  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 SL0355  DYNAMIC HT  -         272.639 (meters)     894.48  (feet)  COMP
 SL0355  MODELED GRAV-     980,781.4   (mgal)                       NAVD 88
 SL0355
 SL0355  VERT ORDER  -  SECOND    CLASS 0
 SL0355
 SL0355.The horizontal coordinates were scaled from a topographic map and have
 SL0355.an estimated accuracy of +/- 6 seconds.
 SL0355
 SL0355.The orthometric height was determined by differential leveling
 SL0355.and adjusted by the National Geodetic Survey in June 1991..
 SL0355
 SL0355.The geoid height was determined by GEOID03.
 SL0355
 SL0355.The dynamic height is computed by dividing the NAVD 88
 SL0355.geopotential number by the normal gravity value computed on the
 SL0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0355.degrees latitude (g = 980.6199 gals.).
 SL0355
 SL0355.The modeled gravity was interpolated from observed gravity values.
 SL0355
 SL0355;                    North         East    Units  Estimated Accuracy
 SL0355;SPC MN N     -   248,070.      538,770.      MT  (+/- 180 meters Scaled)
 SL0355
 SL0355                          SUPERSEDED SURVEY CONTROL
 SL0355
 SL0355  NGVD 29 (??/??/92)  272.251  (m)          893.21   (f) ADJ UNCH    2 0
 SL0355
 SL0355.Superseded values are not recommended for survey control.
 SL0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0355.See file dsdata.txt to determine how the superseded data were derived.
 SL0355
 SL0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT807945(NAD 83)
 SL0355_MARKER: DD = SURVEY DISK
 SL0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL0355_SP_SET: CONCRETE BASE
 SL0355_STAMPING: 6002 AC 1974
 SL0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0355
 SL0355  HISTORY     - Date     Condition        Report By
 SL0355  HISTORY     - 1974     MONUMENTED       MNDT
 SL0355
 SL0355                          STATION DESCRIPTION
 SL0355
 SL0355'DESCRIBED BY MN DEPT OF TRANSP 1974
 SL0355'1.0 MI E FROM CROOKSTON.
 SL0355'THE MARK IS LOCATED 0.35 (5 CITY BLOCKS) MILES NORTH ALONG T.H. 2 AND
 SL0355'T.H. 75 FROM THE SOUTH JUNCTION OF T.H. 2 AND T.H. 75, THENCE, 0.8
 SL0355'MILES EAST ALONG SIXTH STREET AND CENTRAL AVENUE, AT THE EAST EDGE OF
 SL0355'CROOKSTON.  IT IS ABOUT 200 FEET NORTH OF CENTRAL AVENUE, 21.5 FEET
 SL0355'SOUTH OF THE SOUTH WALL OF THE 1 STORY BUILDING BETWEEN THE TWO SOUTH
 SL0355'ENTRANCES TO HIGHLAND MIDDLE SCHOOL, IN THE CENTER OF THE SOUTH EDGE
 SL0355'OF A 3 BY 3 FOOT CONCRETE BASE FOR THE SCHOOL FLAG POLE.  SW 1/4
 SL0355'SECTION 29, T 150 N, R 47 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0354 ***********************************************************************
 SL0354  DESIGNATION -  6002 AD
 SL0354  PID         -  SL0354
 SL0354  STATE/COUNTY-  MN/POLK
 SL0354  USGS QUAD   -  CROOKSTON (1982)
 SL0354
 SL0354                         *CURRENT SURVEY CONTROL
 SL0354  ___________________________________________________________________
 SL0354* NAD 83(1986)-  47 47 21.     (N)    096 35 18.     (W)     SCALED    
 SL0354* NAVD 88     -       270.457  (meters)     887.32   (feet)  ADJUSTED  
 SL0354  ___________________________________________________________________
 SL0354  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 SL0354  DYNAMIC HT  -         270.505 (meters)     887.48  (feet)  COMP
 SL0354  MODELED GRAV-     980,783.6   (mgal)                       NAVD 88
 SL0354
 SL0354  VERT ORDER  -  SECOND    CLASS 0
 SL0354
 SL0354.The horizontal coordinates were scaled from a topographic map and have
 SL0354.an estimated accuracy of +/- 6 seconds.
 SL0354
 SL0354.The orthometric height was determined by differential leveling
 SL0354.and adjusted by the National Geodetic Survey in June 1991..
 SL0354
 SL0354.The geoid height was determined by GEOID03.
 SL0354
 SL0354.The dynamic height is computed by dividing the NAVD 88
 SL0354.geopotential number by the normal gravity value computed on the
 SL0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0354.degrees latitude (g = 980.6199 gals.).
 SL0354
 SL0354.The modeled gravity was interpolated from observed gravity values.
 SL0354
 SL0354;                    North         East    Units  Estimated Accuracy
 SL0354;SPC MN N     -   249,220.      538,740.      MT  (+/- 180 meters Scaled)
 SL0354
 SL0354                          SUPERSEDED SURVEY CONTROL
 SL0354
 SL0354  NGVD 29 (??/??/92)  270.121  (m)          886.22   (f) ADJ UNCH    2 0
 SL0354
 SL0354.Superseded values are not recommended for survey control.
 SL0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0354.See file dsdata.txt to determine how the superseded data were derived.
 SL0354
 SL0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT806956(NAD 83)
 SL0354_MARKER: DD = SURVEY DISK
 SL0354_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SL0354+WITH SETTING: INTO GROUND
 SL0354_STAMPING: 6002 AD 1974
 SL0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0354+STABILITY: SURFACE MOTION
 SL0354
 SL0354  HISTORY     - Date     Condition        Report By
 SL0354  HISTORY     - 1974     MONUMENTED       MNDT
 SL0354
 SL0354                          STATION DESCRIPTION
 SL0354
 SL0354'DESCRIBED BY MN DEPT OF TRANSP 1974
 SL0354'1.3 MI NE FROM CROOKSTON.
 SL0354'THE MARK IS LOCATED 1.3 MILES NORTH ALONG T.H. 2 AND T.H. 75 FROM THE
 SL0354'SOUTH JUNCTION OF T.H. 2 AND T.H. 75 IN CROOKSTON, THENCE, 1.0 MILES
 SL0354'EAST ALONG COUNTY ROAD 11.  IT IS 84.7 FEET SOUTH OF THE CENTERLINE OF
 SL0354'COUNTY ROAD 11, 39 FEET EAST OF AND 2 FEET LOWER THAN THE CENTER OF
 SL0354'BARRETTE STREET, 11.3 FEET EAST OF THE NORTH END OF AN 18 INCH
 SL0354'CONCRETE CULVERT UNDER A FIELD ENTRANCE EAST, AND 6.2 FEET
 SL0354'NORTH-NORTHEAST OF A 5 FOOT - 12 INCH STEEL PIPE AT THE NORTH EDGE OF
 SL0354'THE FIELD ENTRANCE EAST.  IT IS 0.7 FEET SOUTH OF A STEEL WITNESS
 SL0354'POST, CRIMPED TO 32 FEET OF COPPER CLAD STEEL ROD PROJECTING 4 INCHES
 SL0354'ABOVE GROUND.  NW 1/4 SECTION 29, T 150 N, R 47 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0301 ***********************************************************************
 SL0301  DESIGNATION -  6003 A
 SL0301  PID         -  SL0301
 SL0301  STATE/COUNTY-  MN/POLK
 SL0301  USGS QUAD   -  CROOKSTON (1982)
 SL0301
 SL0301                         *CURRENT SURVEY CONTROL
 SL0301  ___________________________________________________________________
 SL0301* NAD 83(1986)-  47 45 33.     (N)    096 34 03.     (W)     SCALED    
 SL0301* NAVD 88     -       270.716  (meters)     888.17   (feet)  ADJUSTED  
 SL0301  ___________________________________________________________________
 SL0301  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 SL0301  DYNAMIC HT  -         270.762 (meters)     888.33  (feet)  COMP
 SL0301  MODELED GRAV-     980,776.2   (mgal)                       NAVD 88
 SL0301
 SL0301  VERT ORDER  -  FIRST     CLASS II
 SL0301
 SL0301.The horizontal coordinates were scaled from a topographic map and have
 SL0301.an estimated accuracy of +/- 6 seconds.
 SL0301
 SL0301.The orthometric height was determined by differential leveling
 SL0301.and adjusted by the National Geodetic Survey in June 1991..
 SL0301
 SL0301.The geoid height was determined by GEOID03.
 SL0301
 SL0301.The dynamic height is computed by dividing the NAVD 88
 SL0301.geopotential number by the normal gravity value computed on the
 SL0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0301.degrees latitude (g = 980.6199 gals.).
 SL0301
 SL0301.The modeled gravity was interpolated from observed gravity values.
 SL0301
 SL0301;                    North         East    Units  Estimated Accuracy
 SL0301;SPC MN N     -   245,820.      540,150.      MT  (+/- 180 meters Scaled)
 SL0301
 SL0301                          SUPERSEDED SURVEY CONTROL
 SL0301
 SL0301  NGVD 29 (??/??/92)  270.380  (m)          887.07   (f) ADJ UNCH    1 2
 SL0301
 SL0301.Superseded values are not recommended for survey control.
 SL0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0301.See file dsdata.txt to determine how the superseded data were derived.
 SL0301
 SL0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT822923(NAD 83)
 SL0301_MARKER: DD = SURVEY DISK
 SL0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL0301_SP_SET: CULVERT
 SL0301_STAMPING: 6003 A 1968
 SL0301_MARK LOGO: MNDT  
 SL0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0301
 SL0301  HISTORY     - Date     Condition        Report By
 SL0301  HISTORY     - 1968     MONUMENTED       MNDT
 SL0301  HISTORY     - 1974     GOOD             MNDT
 SL0301  HISTORY     - 1981     GOOD             NGS
 SL0301
 SL0301                          STATION DESCRIPTION
 SL0301
 SL0301'DESCRIBED BY MN DEPT OF TRANSP 1974
 SL0301'2.2 MI SE FROM CROOKSTON.
 SL0301'THE MARK IS LOCATED 2.3 MILES SOUTHEAST AND EAST ALONG T.H. 2 FROM THE
 SL0301'SOUTH JUNCTION OF T.H. 2 AND T.H. 75 IN CROOKSTON AT THE JUNCTION OF
 SL0301'T.H. 2 AND T.H. 9.  IT IS 253 FEET WEST OF T.H. 2 EASTBOUND MILE POST
 SL0301'29, 118 FEET EAST OF THE CENTERLINE OF T.H. 9, 48.7 FEET SOUTH OF, AND
 SL0301'5 FEET LOWER THAN THE CENTERLINE OF EASTBOUND T.H. 2 (STATION 92+70).
 SL0301'IT IS IN THE EAST END OF THE SOUTH HEADWALL OF A 7 BY 8 FOOT CONCRETE
 SL0301'BOX CULVERT UNDER T.H. 2 AT A DRAINAGE DITCH.  NW 1/4 SECTION 3, T 149
 SL0301'N, R 46 W.
 SL0301
 SL0301                          STATION RECOVERY (1981)
 SL0301
 SL0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0301'0.15 KM (0.1 MI) NORTHWEST ALONG SOUTH BROADWAY FROM THE POST OFFICE
 SL0301'IN CROOKSTON, THENCE 3.6 KM (2.25 MI) EAST ALONG U.S. HIGHWAY 2, AT
 SL0301'THE JUNCTION OF STATE HIGHWAY 9 LEADING SOUTH, IN TOP OF THE EAST END
 SL0301'OF THE SOUTH HEADWALL OF A BOX CULVERT UNDER U.S. HIGHWAY 2,
 SL0301'15.1 METERS (49.4 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 SL0301'OF HIGHWAY 2, 36.1 METERS (118.5 FT) EAST OF THE CENTERLINE OF HIGHWAY
 SL0301'9, 18.0 METERS (59.0 FT) NORTHEAST OF A LARGE POWERLINE POLE WITH FOUR
 SL0301'GUY WIRES, 52.1 METERS (171. FT) EAST-SOUTHEAST OF BENCH MARK C 363.
 SL0301'THE MARK IS 1.5 M BELOW HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0628 ***********************************************************************
 SK0628  DESIGNATION -  6008 A
 SK0628  PID         -  SK0628
 SK0628  STATE/COUNTY-  MN/POLK
 SK0628  USGS QUAD   -  MC INTOSH (1982)
 SK0628
 SK0628                         *CURRENT SURVEY CONTROL
 SK0628  ___________________________________________________________________
 SK0628* NAD 83(1986)-  47 39 36.     (N)    095 59 11.     (W)     SCALED    
 SK0628* NAVD 88     -       380.456  (meters)    1248.21   (feet)  ADJUSTED  
 SK0628  ___________________________________________________________________
 SK0628  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 SK0628  DYNAMIC HT  -         380.512 (meters)    1248.40  (feet)  COMP
 SK0628  MODELED GRAV-     980,748.3   (mgal)                       NAVD 88
 SK0628
 SK0628  VERT ORDER  -  THIRD
 SK0628
 SK0628.The horizontal coordinates were scaled from a topographic map and have
 SK0628.an estimated accuracy of +/- 6 seconds.
 SK0628
 SK0628.The orthometric height was determined by differential leveling
 SK0628.and adjusted by the National Geodetic Survey in June 1991..
 SK0628
 SK0628.The geoid height was determined by GEOID03.
 SK0628
 SK0628.The dynamic height is computed by dividing the NAVD 88
 SK0628.geopotential number by the normal gravity value computed on the
 SK0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0628.degrees latitude (g = 980.6199 gals.).
 SK0628
 SK0628.The modeled gravity was interpolated from observed gravity values.
 SK0628
 SK0628;                    North         East    Units  Estimated Accuracy
 SK0628;SPC MN N     -   233,010.      583,260.      MT  (+/- 180 meters Scaled)
 SK0628
 SK0628                          SUPERSEDED SURVEY CONTROL
 SK0628
 SK0628  NGVD 29 (??/??/92)  380.11   (m)         1247.1    (f) COMPUTED    3 0
 SK0628
 SK0628.Superseded values are not recommended for survey control.
 SK0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0628.See file dsdata.txt to determine how the superseded data were derived.
 SK0628
 SK0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN757828(NAD 83)
 SK0628_MARKER: DB = BENCH MARK DISK
 SK0628_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SK0628_SP_SET: BRDG ABUT
 SK0628_STAMPING: 1929 ADJ 6008 1947
 SK0628_MARK LOGO: MNDT  
 SK0628_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0628+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 SK0628
 SK0628  HISTORY     - Date     Condition        Report By
 SK0628  HISTORY     - 1947     MONUMENTED       MNDT
 SK0628  HISTORY     - 1967     GOOD             USGS-M
 SK0628  HISTORY     - 20020827 SEE DESCRIPTION  MNDT
 SK0628
 SK0628                          STATION DESCRIPTION
 SK0628
 SK0628'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0628'2.3 KM (1.40 MI) SE FROM ERSKINE.
 SK0628'ERSKINE, 1.35 MI SE. OF ALONG U.S. HWY. 2,600 FT NORTH OF SECTION
 SK0628'CORNERS 2, 3, 10 AND 11, T. 148 N., R. 42 W., 400 FT SOUTH OF
 SK0628'JUNCTION U.S. HWYS. 2 AND 59, ON NW. CORNER OF NORTH ABUTMENT OF
 SK0628'OVERPASS AND 2.1 FT LOWER THAN CENTER OF OVERPASS, A STANDARD TABLET
 SK0628'STAMPED 1929 ADJ 6008 1947, SET BY MINNESOTA HWY. DEPT.
 SK0628'(ELEVATION BY USGS 1967).
 SK0628
 SK0628                          STATION RECOVERY (2002)
 SK0628
 SK0628'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SK0628'SEARCHED FOR AND NOT FOUND, NOT DISK IN NW CORNER OF BRDG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0547 ***********************************************************************
 SK0547  DESIGNATION -  6008 B
 SK0547  PID         -  SK0547
 SK0547  STATE/COUNTY-  MN/POLK
 SK0547  USGS QUAD   -  MC INTOSH (1982)
 SK0547
 SK0547                         *CURRENT SURVEY CONTROL
 SK0547  ___________________________________________________________________
 SK0547* NAD 83(1986)-  47 39 39.     (N)    095 59 00.     (W)     SCALED    
 SK0547* NAVD 88     -       381.668  (meters)    1252.19   (feet)  ADJUSTED  
 SK0547  ___________________________________________________________________
 SK0547  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 SK0547  DYNAMIC HT  -         381.724 (meters)    1252.37  (feet)  COMP
 SK0547  MODELED GRAV-     980,747.9   (mgal)                       NAVD 88
 SK0547
 SK0547  VERT ORDER  -  FIRST     CLASS II
 SK0547
 SK0547.The horizontal coordinates were scaled from a topographic map and have
 SK0547.an estimated accuracy of +/- 6 seconds.
 SK0547
 SK0547.The orthometric height was determined by differential leveling
 SK0547.and adjusted by the National Geodetic Survey in June 1991..
 SK0547
 SK0547.The geoid height was determined by GEOID03.
 SK0547
 SK0547.The dynamic height is computed by dividing the NAVD 88
 SK0547.geopotential number by the normal gravity value computed on the
 SK0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0547.degrees latitude (g = 980.6199 gals.).
 SK0547
 SK0547.The modeled gravity was interpolated from observed gravity values.
 SK0547
 SK0547;                    North         East    Units  Estimated Accuracy
 SK0547;SPC MN N     -   233,090.      583,490.      MT  (+/- 180 meters Scaled)
 SK0547
 SK0547                          SUPERSEDED SURVEY CONTROL
 SK0547
 SK0547  NGVD 29 (??/??/92)  381.313  (m)         1251.02   (f) ADJ UNCH    1 2
 SK0547
 SK0547.Superseded values are not recommended for survey control.
 SK0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0547.See file dsdata.txt to determine how the superseded data were derived.
 SK0547
 SK0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN760829(NAD 83)
 SK0547_MARKER: DB = BENCH MARK DISK
 SK0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SK0547_SP_SET: BRDG ABUT
 SK0547_STAMPING: 6008 B
 SK0547_MARK LOGO: MNDT  
 SK0547_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0547+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 SK0547
 SK0547  HISTORY     - Date     Condition        Report By
 SK0547  HISTORY     - 1977     MONUMENTED       MNDT
 SK0547  HISTORY     - 20020827 GOOD             MNDT
 SK0547
 SK0547                          STATION DESCRIPTION
 SK0547
 SK0547'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 SK0547'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 SK0547'TH 59 MP 323.75, AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0549 ***********************************************************************
 SK0549  DESIGNATION -  6008 C
 SK0549  PID         -  SK0549
 SK0549  STATE/COUNTY-  MN/POLK
 SK0549  USGS QUAD   -  MC INTOSH (1982)
 SK0549
 SK0549                         *CURRENT SURVEY CONTROL
 SK0549  ___________________________________________________________________
 SK0549* NAD 83(1986)-  47 39 36.     (N)    095 59 01.     (W)     SCALED    
 SK0549* NAVD 88     -       381.718  (meters)    1252.35   (feet)  ADJUSTED  
 SK0549  ___________________________________________________________________
 SK0549  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 SK0549  DYNAMIC HT  -         381.774 (meters)    1252.54  (feet)  COMP
 SK0549  MODELED GRAV-     980,747.7   (mgal)                       NAVD 88
 SK0549
 SK0549  VERT ORDER  -  FIRST     CLASS II
 SK0549
 SK0549.The horizontal coordinates were scaled from a topographic map and have
 SK0549.an estimated accuracy of +/- 6 seconds.
 SK0549
 SK0549.The orthometric height was determined by differential leveling
 SK0549.and adjusted by the National Geodetic Survey in June 1991..
 SK0549
 SK0549.The geoid height was determined by GEOID03.
 SK0549
 SK0549.The dynamic height is computed by dividing the NAVD 88
 SK0549.geopotential number by the normal gravity value computed on the
 SK0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0549.degrees latitude (g = 980.6199 gals.).
 SK0549
 SK0549.The modeled gravity was interpolated from observed gravity values.
 SK0549
 SK0549;                    North         East    Units  Estimated Accuracy
 SK0549;SPC MN N     -   233,000.      583,470.      MT  (+/- 180 meters Scaled)
 SK0549
 SK0549                          SUPERSEDED SURVEY CONTROL
 SK0549
 SK0549  NGVD 29 (??/??/92)  381.364  (m)         1251.19   (f) ADJ UNCH    1 2
 SK0549
 SK0549.Superseded values are not recommended for survey control.
 SK0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0549.See file dsdata.txt to determine how the superseded data were derived.
 SK0549
 SK0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN759828(NAD 83)
 SK0549_MARKER: DB = BENCH MARK DISK
 SK0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SK0549_SP_SET: BRDG ABUT
 SK0549_STAMPING: 6008 C
 SK0549_MARK LOGO: MNDT  
 SK0549_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0549+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 SK0549
 SK0549  HISTORY     - Date     Condition        Report By
 SK0549  HISTORY     - 1981     MONUMENTED       MNDT
 SK0549  HISTORY     - 20020827 GOOD             MNDT
 SK0549
 SK0549                          STATION DESCRIPTION
 SK0549
 SK0549'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 SK0549'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 SK0549'TH 59 MP 323.65, AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7286 ***********************************************************************
 DF7286  DESIGNATION -  6008 D
 DF7286  PID         -  DF7286
 DF7286  STATE/COUNTY-  MN/POLK
 DF7286  USGS QUAD   -  MC INTOSH (1982)
 DF7286
 DF7286                         *CURRENT SURVEY CONTROL
 DF7286  ___________________________________________________________________
 DF7286* NAD 83(1996)-  47 38 57.94627(N)    095 58 57.91026(W)     ADJUSTED  
 DF7286* NAVD 88     -       372.0    (meters)    1220.     (feet)  GPS OBS   
 DF7286  ___________________________________________________________________
 DF7286  X           -    -448,689.244 (meters)                     COMP
 DF7286  Y           -  -4,281,390.005 (meters)                     COMP
 DF7286  Z           -   4,690,960.813 (meters)                     COMP
 DF7286  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 DF7286  ELLIP HEIGHT-         344.88  (meters)          (08/20/03) GPS OBS
 DF7286  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DF7286
 DF7286  HORZ ORDER  -  FIRST
 DF7286  ELLP ORDER  -  THIRD     CLASS II
 DF7286
 DF7286.The horizontal coordinates were established by GPS observations
 DF7286.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF7286
 DF7286.The orthometric height was determined by GPS observations and a
 DF7286.high-resolution geoid model.
 DF7286
 DF7286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7286
 DF7286.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF7286
 DF7286.The ellipsoidal height was determined by GPS observations
 DF7286.and is referenced to NAD 83.
 DF7286
 DF7286.The geoid height was determined by GEOID03.
 DF7286
 DF7286;                    North         East     Units Scale Factor Converg.
 DF7286;SPC MN N     -   231,823.237   583,490.251   MT  0.99990806   -2 08 12.3
 DF7286;UTM  15      - 5,281,647.739   276,006.076   MT  1.00021660   -2 12 19.0
 DF7286;UTM  14      - 5,281,748.060   726,584.102   MT  1.00023095   +2 13 50.9
 DF7286
 DF7286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7286!SPC MN N     -   0.99994595  x   0.99990806  =   0.99985401
 DF7286!UTM  15      -   0.99994595  x   1.00021660  =   1.00016254
 DF7286!UTM  14      -   0.99994595  x   1.00023095  =   1.00017688
 DF7286
 DF7286                          SUPERSEDED SURVEY CONTROL
 DF7286
 DF7286.No superseded survey control is available for this station.
 DF7286
 DF7286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7600681648(NAD 83)
 DF7286_MARKER: DV = VERTICAL CONTROL DISK
 DF7286_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF7286_STAMPING: 6008 D
 DF7286_MARK LOGO: MNDT  
 DF7286_PROJECTION: RECESSED 3 CENTIMETERS
 DF7286_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7286+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 DF7286_ROD/PIPE-DEPTH:  3.7 meters
 DF7286
 DF7286  HISTORY     - Date     Condition        Report By
 DF7286  HISTORY     - 1976     MONUMENTED       MNDT
 DF7286  HISTORY     - 20020827 GOOD             MNDT
 DF7286
 DF7286                          STATION DESCRIPTION
 DF7286
 DF7286'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7286'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.1 MI (3.4 KM)
 DF7286'SE OF ERSKINE, 0.8 MI (1.3 KM) SOUTH ON TH 59 FROM JCT OF TH 2 AND TH
 DF7286'59, AT TH 59 MP 322.95, 100 FT (30.5 M) EAST OF TH 59, 59.3 FT (18.1
 DF7286'M) SOUTH OF P-POLE, 35 FT (10.7 M) SOUTH OF FARM DRIVEWAY, RECESSED 1
 DF7286'INCH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 12 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8212 ***********************************************************************
 DF8212  DESIGNATION -  6008 N
 DF8212  PID         -  DF8212
 DF8212  STATE/COUNTY-  MN/POLK
 DF8212  USGS QUAD   -  WINGER (1969)
 DF8212
 DF8212                         *CURRENT SURVEY CONTROL
 DF8212  ___________________________________________________________________
 DF8212* NAD 83(1996)-  47 31 41.75313(N)    095 58 57.18117(W)     ADJUSTED  
 DF8212* NAVD 88     -       373.3    (meters)    1225.     (feet)  GPS OBS   
 DF8212  ___________________________________________________________________
 DF8212  X           -    -449,710.920 (meters)                     COMP
 DF8212  Y           -  -4,291,285.152 (meters)                     COMP
 DF8212  Z           -   4,681,875.651 (meters)                     COMP
 DF8212  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 DF8212  ELLIP HEIGHT-         346.30  (meters)          (09/24/03) GPS OBS
 DF8212  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DF8212
 DF8212  HORZ ORDER  -  FIRST
 DF8212  ELLP ORDER  -  FOURTH    CLASS I
 DF8212
 DF8212.The horizontal coordinates were established by GPS observations
 DF8212.and adjusted by the MN DEPT OF TRANSP in September 2003..
 DF8212
 DF8212.The orthometric height was determined by GPS observations and a
 DF8212.high-resolution geoid model.
 DF8212
 DF8212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8212
 DF8212.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8212
 DF8212.The ellipsoidal height was determined by GPS observations
 DF8212.and is referenced to NAD 83.
 DF8212
 DF8212.The geoid height was determined by GEOID03.
 DF8212
 DF8212;                    North         East     Units Scale Factor Converg.
 DF8212;SPC MN N     -   218,361.838   583,003.258   MT  0.99991711   -2 08 11.8
 DF8212;UTM  15      - 5,268,182.797   275,503.329   MT  1.00021939   -2 12 03.2
 DF8212;UTM  14      - 5,268,284.335   727,123.335   MT  1.00023397   +2 13 35.9
 DF8212
 DF8212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8212!SPC MN N     -   0.99994572  x   0.99991711  =   0.99986284
 DF8212!UTM  15      -   0.99994572  x   1.00021939  =   1.00016510
 DF8212!UTM  14      -   0.99994572  x   1.00023397  =   1.00017968
 DF8212
 DF8212                          SUPERSEDED SURVEY CONTROL
 DF8212
 DF8212.No superseded survey control is available for this station.
 DF8212
 DF8212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7550368183(NAD 83)
 DF8212_MARKER: DV = VERTICAL CONTROL DISK
 DF8212_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF8212_STAMPING: 6008 N
 DF8212_MARK LOGO: MNDT  
 DF8212_PROJECTION: FLUSH
 DF8212_MAGNETIC: I = MARKER IS A STEEL ROD
 DF8212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8212+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1998
 DF8212
 DF8212  HISTORY     - Date     Condition        Report By
 DF8212  HISTORY     - 1977     MONUMENTED       MNDT
 DF8212  HISTORY     - 19980302 GOOD             MNDT
 DF8212
 DF8212                          STATION DESCRIPTION
 DF8212
 DF8212'DESCRIBED BY MN DEPT OF TRANSP 1998 (DAS)
 DF8212'THE MARK IS 0.6 MI (1.0 KM) SOUTH OF WINGER, 0.55 MI (0.89 KM) SOUTH
 DF8212'OF JCT OF TH 59 AND CO RD 1, AT TH 59 MP 314.3, 109 FT (33.2 M) WEST
 DF8212'OF TH 59, 31 FT (9.4 M) NORTH OF TWP RD, 49.5 FT (15.1 M) SW OF
 DF8212'P-POLE, 55.2 FT (16.8 M) ESE OF P-POLE, 0.8 FT (24.4 CM) EAST OF WIT
 DF8212'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0093 ***********************************************************************
 SL0093  DESIGNATION -  6009 AB
 SL0093  PID         -  SL0093
 SL0093  STATE/COUNTY-  MN/POLK
 SL0093  USGS QUAD   -  ERSKINE (1966)
 SL0093
 SL0093                         *CURRENT SURVEY CONTROL
 SL0093  ___________________________________________________________________
 SL0093* NAD 83(1996)-  47 44 18.77109(N)    096 00 07.06894(W)     ADJUSTED  
 SL0093* NAVD 88     -       356.356  (meters)    1169.14   (feet)  ADJUSTED  
 SL0093  ___________________________________________________________________
 SL0093  X           -    -449,357.368 (meters)                     COMP
 SL0093  Y           -  -4,273,940.776 (meters)                     COMP
 SL0093  Z           -   4,697,619.035 (meters)                     COMP
 SL0093  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 SL0093  ELLIP HEIGHT-         329.38  (meters)          (08/20/03) GPS OBS
 SL0093  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 SL0093  DYNAMIC HT  -         356.420 (meters)    1169.35  (feet)  COMP
 SL0093  MODELED GRAV-     980,781.9   (mgal)                       NAVD 88
 SL0093
 SL0093  HORZ ORDER  -  FIRST
 SL0093  VERT ORDER  -  SECOND    CLASS I
 SL0093  ELLP ORDER  -  THIRD     CLASS II
 SL0093
 SL0093.The horizontal coordinates were established by GPS observations
 SL0093.and adjusted by the MN DEPT OF TRANSP in August 2003..
 SL0093
 SL0093.The orthometric height was determined by differential leveling
 SL0093.and adjusted by the National Geodetic Survey in March 2006..
 SL0093
 SL0093.Photographs are available for this station.
 SL0093
 SL0093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL0093
 SL0093.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL0093
 SL0093.The ellipsoidal height was determined by GPS observations
 SL0093.and is referenced to NAD 83.
 SL0093
 SL0093.The geoid height was determined by GEOID03.
 SL0093
 SL0093.The dynamic height is computed by dividing the NAVD 88
 SL0093.geopotential number by the normal gravity value computed on the
 SL0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0093.degrees latitude (g = 980.6199 gals.).
 SL0093
 SL0093.The modeled gravity was interpolated from observed gravity values.
 SL0093
 SL0093;                    North         East     Units Scale Factor Converg.
 SL0093;SPC MN N     -   241,777.840   582,419.963   MT  0.99990424   -2 09 03.6
 SL0093;UTM  14      - 5,291,595.347   724,757.979   MT  1.00022080   +2 13 11.0
 SL0093;UTM  15      - 5,291,606.766   274,947.632   MT  1.00022243   -2 13 21.5
 SL0093
 SL0093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL0093!SPC MN N     -   0.99994838  x   0.99990424  =   0.99985262
 SL0093!UTM  14      -   0.99994838  x   1.00022080  =   1.00016917
 SL0093!UTM  15      -   0.99994838  x   1.00022243  =   1.00017080
 SL0093
 SL0093                          SUPERSEDED SURVEY CONTROL
 SL0093
 SL0093  NAVD 88 (06/15/91)  356.339  (m)         1169.09   (f) UNKNOWN     2 1
 SL0093  NGVD 29 (??/??/92)  355.985  (m)         1167.93   (f) ADJ UNCH    2 1
 SL0093
 SL0093.Superseded values are not recommended for survey control.
 SL0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0093.See file dsdata.txt to determine how the superseded data were derived.
 SL0093
 SL0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT2475891595(NAD 83)
 SL0093_MARKER: DV = VERTICAL CONTROL DISK
 SL0093_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0093_SP_SET: 2 INCHES
 SL0093_STAMPING: 6009 AB 1977
 SL0093_MARK LOGO: MNDT  
 SL0093_PROJECTION: FLUSH
 SL0093_MAGNETIC: I = MARKER IS A STEEL ROD
 SL0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL0093+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 SL0093_ROD/PIPE-DEPTH:  8.5 meters
 SL0093
 SL0093  HISTORY     - Date     Condition        Report By
 SL0093  HISTORY     - 1977     MONUMENTED       MNDT
 SL0093  HISTORY     - 20020827 GOOD             MNDT
 SL0093  HISTORY     - 20050518 GOOD             MNDT
 SL0093
 SL0093                          STATION DESCRIPTION
 SL0093
 SL0093'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0093'4.85 MI N FROM ERSKINE.
 SL0093'THE MARK IS LOCATED AT TRUNK HIGHWAY 59 MILEPOST 329.15 WHICH IS 3.75
 SL0093'MILES NORTHWEST THEN NORTH ALONG TRUNK HIGHWAY FROM THE JUNCTION OF
 SL0093'TRUNK HIGHWAY 59 AND COUNTY ROAD 35.  IT IS ALSO 1.5 MILE SOUTH OF
 SL0093'POLK-RED LAKE COUNTY LINE.  IT IS 169.0 FEET WEST OF THE CENTERLINE OF
 SL0093'TRUNK HIGHWAY 59, 41.7 FEET WEST OF THE WEST RAIL OF THE SOO LINE
 SL0093'RAILROAD, 6.0 FEET EAST OF THE WEST RAILROAD RIGHT OF WAY FENCE, 31.3
 SL0093'FEET WEST OF THE WEST END OF A 36 INCH CONCRETE PIPE CULVERT (NUMBER
 SL0093'278.66), 86.4 FEET WEST-NORTHWEST OF A 3 INCH PIPE AND CAP WHICH IS
 SL0093'STAMPED-- CL33FT STA 9+31.0 SP 2-- 8.44 SEC IT IS A STANDARD MINNESOTA
 SL0093'HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO THE
 SL0093'TOP OF A 5/8 INCH DIAMETER BY 28 FEET LONG COPPER-CLAD STEEL ROD
 SL0093'DRIVEN INTO THE GROUND TO REFUSAL.  IT PROJECTS 2 INCHES AND IS ABOUT
 SL0093'3 FEET BELOW THE SOO LINE RAILROAD.  SECTION 11, T 149N, R 42W.
 SL0093
 SL0093                          STATION RECOVERY (2002)
 SL0093
 SL0093'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SL0093'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 SL0093'THE MARK IS 4.85 MI (7.81 KM) NORTH OF ERSKINE, 5.4 MI (8.7 KM) NORTH
 SL0093'ALONG TH 59 FROM JCT OF TH 59 AND TH 2, 1.5 MI (2.4 KM) SOUTH OF NORTH
 SL0093'CO LINE, 169 FT (51.5 M) WEST OF TH 59, AT TH 5 9 MP 329.15, 41.7 FT
 SL0093'(12.7 M) WEST OF WEST RAIL OF RR, 86.4 FT (26.3 M) WNW OF R/W PIPE,
 SL0093'31.3 FT (9.5 M) WEST OF WEST END OF CONC CULVERT, 15 FT (4.6 M) SOUTH
 SL0093'OF FIELD RD, 0.7 FT (21.3 CM) EAST OF WIT POST, FLUSH, MAGNETIC, AND
 SL0093'SUITABLE FOR GPS.  ROD DEPTH IS 28 FT.  (8.5 M)
 SL0093
 SL0093                          STATION RECOVERY (2005)
 SL0093
 SL0093'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 SL0093'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0096 ***********************************************************************
 SL0096  DESIGNATION -  6009 AC
 SL0096  PID         -  SL0096
 SL0096  STATE/COUNTY-  MN/POLK
 SL0096  USGS QUAD   -  ERSKINE (1966)
 SL0096
 SL0096                         *CURRENT SURVEY CONTROL
 SL0096  ___________________________________________________________________
 SL0096* NAD 83(1986)-  47 43 39.     (N)    096 00 07.     (W)     SCALED    
 SL0096* NAVD 88     -       357.791  (meters)    1173.85   (feet)  ADJUSTED  
 SL0096  ___________________________________________________________________
 SL0096  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 SL0096  DYNAMIC HT  -         357.855 (meters)    1174.06  (feet)  COMP
 SL0096  MODELED GRAV-     980,781.4   (mgal)                       NAVD 88
 SL0096
 SL0096  VERT ORDER  -  SECOND    CLASS I
 SL0096
 SL0096.The horizontal coordinates were scaled from a topographic map and have
 SL0096.an estimated accuracy of +/- 6 seconds.
 SL0096
 SL0096.The orthometric height was determined by differential leveling
 SL0096.and adjusted by the National Geodetic Survey in June 1991..
 SL0096
 SL0096.Photographs are available for this station.
 SL0096
 SL0096.The geoid height was determined by GEOID03.
 SL0096
 SL0096.The dynamic height is computed by dividing the NAVD 88
 SL0096.geopotential number by the normal gravity value computed on the
 SL0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0096.degrees latitude (g = 980.6199 gals.).
 SL0096
 SL0096.The modeled gravity was interpolated from observed gravity values.
 SL0096
 SL0096;                    North         East    Units  Estimated Accuracy
 SL0096;SPC MN N     -   240,550.      582,380.      MT  (+/- 180 meters Scaled)
 SL0096
 SL0096                          SUPERSEDED SURVEY CONTROL
 SL0096
 SL0096  NGVD 29 (??/??/92)  357.439  (m)         1172.70   (f) ADJ UNCH    2 1
 SL0096
 SL0096.Superseded values are not recommended for survey control.
 SL0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0096.See file dsdata.txt to determine how the superseded data were derived.
 SL0096
 SL0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT248903(NAD 83)
 SL0096_MARKER: DV = VERTICAL CONTROL DISK
 SL0096_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 SL0096_SP_SET: BRIDGE WINGWALL
 SL0096_STAMPING: 6009 AC 1977
 SL0096_MARK LOGO: MNDT  
 SL0096_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SL0096+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 SL0096
 SL0096  HISTORY     - Date     Condition        Report By
 SL0096  HISTORY     - 1977     MONUMENTED       MNDT
 SL0096  HISTORY     - 20050518 GOOD             MNDT
 SL0096
 SL0096                          STATION DESCRIPTION
 SL0096
 SL0096'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0096'3.90 MI N FROM ERSKINE.
 SL0096'THE MARK IS LOCATED AT TRUNK HIGHWAY 59 MILEPOST 328.15 WHICH IS 2.8
 SL0096'MILES NORTHWEST THEN NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF
 SL0096'TRUNK HIGHWAY 59 AND COUNTY ROAD 35.  IT IS WEST OF TRUNK HIGHWAY 59
 SL0096'IN THE SOUTHEAST CORNER OF THE SOO LINE RAILROAD BRIDGE (NUMBER G
 SL0096'277.71) OVER THE POPLAR RIVER.  IT IS 6.6 FEET EAST OF THE EAST RAIL.
 SL0096'IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL
 SL0096'MONUMENT (VCM) DISK THAT IS SET IN THE TOP OF THE RAILROAD BRIDGE
 SL0096'WINGWALL WHICH IS ABOUT 1 FOOT BELOW THE LEVEL OF THE RAILROAD.
 SL0096'SECTION 14, T 149N, R 42W.
 SL0096
 SL0096                          STATION RECOVERY (2005)
 SL0096
 SL0096'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 SL0096'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0098 ***********************************************************************
 SL0098  DESIGNATION -  6009 AD
 SL0098  PID         -  SL0098
 SL0098  STATE/COUNTY-  MN/POLK
 SL0098  USGS QUAD   -  ERSKINE (1966)
 SL0098
 SL0098                         *CURRENT SURVEY CONTROL
 SL0098  ___________________________________________________________________
 SL0098* NAD 83(1996)-  47 42 34.93329(N)    096 00 07.62669(W)     ADJUSTED  
 SL0098* NAVD 88     -       359.172  (meters)    1178.38   (feet)  ADJUSTED  
 SL0098  ___________________________________________________________________
 SL0098  X           -    -449,617.259 (meters)                     COMP
 SL0098  Y           -  -4,276,301.461 (meters)                     COMP
 SL0098  Z           -   4,695,463.650 (meters)                     COMP
 SL0098  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 SL0098  ELLIP HEIGHT-         332.19  (meters)          (08/20/03) GPS OBS
 SL0098  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 SL0098  DYNAMIC HT  -         359.234 (meters)    1178.59  (feet)  COMP
 SL0098  MODELED GRAV-     980,776.4   (mgal)                       NAVD 88
 SL0098
 SL0098  HORZ ORDER  -  FIRST
 SL0098  VERT ORDER  -  SECOND    CLASS I
 SL0098  ELLP ORDER  -  THIRD     CLASS II
 SL0098
 SL0098.The horizontal coordinates were established by GPS observations
 SL0098.and adjusted by the MN DEPT OF TRANSP in August 2003..
 SL0098
 SL0098.The orthometric height was determined by differential leveling
 SL0098.and adjusted by the National Geodetic Survey in June 1991..
 SL0098
 SL0098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL0098
 SL0098.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL0098
 SL0098.The ellipsoidal height was determined by GPS observations
 SL0098.and is referenced to NAD 83.
 SL0098
 SL0098.The geoid height was determined by GEOID03.
 SL0098
 SL0098.The dynamic height is computed by dividing the NAVD 88
 SL0098.geopotential number by the normal gravity value computed on the
 SL0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0098.degrees latitude (g = 980.6199 gals.).
 SL0098
 SL0098.The modeled gravity was interpolated from observed gravity values.
 SL0098
 SL0098;                    North         East     Units Scale Factor Converg.
 SL0098;SPC MN N     -   238,573.841   582,287.988   MT  0.99990521   -2 09 04.0
 SL0098;UTM  14      - 5,288,389.593   724,870.570   MT  1.00022143   +2 13 06.9
 SL0098;UTM  15      - 5,288,401.914   274,811.637   MT  1.00022319   -2 13 18.2
 SL0098
 SL0098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL0098!SPC MN N     -   0.99994794  x   0.99990521  =   0.99985315
 SL0098!UTM  14      -   0.99994794  x   1.00022143  =   1.00016935
 SL0098!UTM  15      -   0.99994794  x   1.00022319  =   1.00017111
 SL0098
 SL0098                          SUPERSEDED SURVEY CONTROL
 SL0098
 SL0098  NAVD 88 (08/20/03)  359.17   (m)         1178.4    (f) LEVELING    3  
 SL0098  NGVD 29 (??/??/92)  358.820  (m)         1177.23   (f) ADJ UNCH    2 1
 SL0098
 SL0098.Superseded values are not recommended for survey control.
 SL0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0098.See file dsdata.txt to determine how the superseded data were derived.
 SL0098
 SL0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT2487188390(NAD 83)
 SL0098_MARKER: DV = VERTICAL CONTROL DISK
 SL0098_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0098_SP_SET: 3 FEET
 SL0098_STAMPING: 6009 AD 1977
 SL0098_MARK LOGO: MNDT  
 SL0098_PROJECTION: RECESSED 28 CENTIMETERS
 SL0098_MAGNETIC: I = MARKER IS A STEEL ROD
 SL0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL0098+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 SL0098_ROD/PIPE-DEPTH:  7.0 meters
 SL0098
 SL0098  HISTORY     - Date     Condition        Report By
 SL0098  HISTORY     - 1977     MONUMENTED       MNDT
 SL0098  HISTORY     - 20020827 GOOD             MNDT
 SL0098
 SL0098                          STATION DESCRIPTION
 SL0098
 SL0098'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0098'2.95 MI NNE FROM ERSKINE.
 SL0098'THE MARK IS LOCATED AT TRUNK HIGHWAY 59 MILEPOST 327.15 WHICH IS 1.75
 SL0098'MILE NORTHWEST THEN NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF
 SL0098'TRUNK HIGHWAY 59 AND COUNTY ROAD 35.  IT IS 3.5 MILES SOUTH OF
 SL0098'POLK-RED LAKE COUNTY LINE.  IT IS 86.8 FEET WEST OF THE CENTERLINE OF
 SL0098'TRUNK HIGHWAY 59, 42 FEET SOUTH OF A PRIVATE DRIVE WHICH IS WEST OF
 SL0098'TRUNK HIGHWAY 59, 36.2 FEET EAST OF THE EAST RAIL OF THE SOO LINE
 SL0098'RAILROAD, 2.5 FEET EAST OF TELEGRAPH POLE NUMBER 10, 16.0 FEET
 SL0098'SOUTHWEST OF A POWER POLE AND FIRE NUMBER 350 SIGN POST, AND 42.9 FEET
 SL0098'SOUTHWEST OF THE SOUTH END OF A 24 INCH CORRUGATED METAL CULVERT UNDER
 SL0098'THE PRIVATE DRIVE.  IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 SL0098'VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO THE TOP OF A 5.8 INCH
 SL0098'DIAMETER BY 23 FEET LONG COPPER-CLAD STEEL ROD DRIVEN INTO THE GROUND
 SL0098'TO REFUSAL.  IT PROJECTS 2 INCHES, IS ABOUT 3 FEET BELOW THE
 SL0098'CENTERLINE OF TRUNK HIGHWAY 59, AND IS 0.8 FEET EAST OF A STEEL
 SL0098'WITNESS POST.  SECTION 23, T 149N, R 42W.
 SL0098
 SL0098                          STATION RECOVERY (2002)
 SL0098
 SL0098'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SL0098'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.95 MI (4.75
 SL0098'KM) NNE OF ERSKINE, 3.4 MI (5.5 KM) NORTH ON TH 59 FROM JCT OF TH 59
 SL0098'AND TH 2, 86.8 FT (26.5 M) WEST OF TH 59, AT TH 59 MP 327.15, 42 FT
 SL0098'(12.8 M) SOUTH OF PRIVATE DRIVE, 42.9 FT (13.1 M) SW OF SOUTH END OF
 SL0098'METAL CULVERT, 36.2 FT (11.0 M) EAST OF EAST RAIL OF RR, 16 FT (4.9 M)
 SL0098'SW OF P-POLE AND FIRE NO 350, 2.5 FT (0.8 M) EAST OF T-POLE NO 10, 0.8
 SL0098'FT (24.4 CM) EAST OF WIT POST, RECESSED 1 INCH, MAGNETIC, SUITABLE FOR
 SL0098'GPS.  ROD DEPTH IS 23 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0100 ***********************************************************************
 SL0100  DESIGNATION -  6009 AE
 SL0100  PID         -  SL0100
 SL0100  STATE/COUNTY-  MN/POLK
 SL0100  USGS QUAD   -  ERSKINE (1966)
 SL0100
 SL0100                         *CURRENT SURVEY CONTROL
 SL0100  ___________________________________________________________________
 SL0100* NAD 83(1986)-  47 41 30.     (N)    096 00 13.     (W)     SCALED    
 SL0100* NAVD 88     -       360.039  (meters)    1181.23   (feet)  ADJUSTED  
 SL0100  ___________________________________________________________________
 SL0100  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 SL0100  DYNAMIC HT  -         360.098 (meters)    1181.42  (feet)  COMP
 SL0100  MODELED GRAV-     980,764.7   (mgal)                       NAVD 88
 SL0100
 SL0100  VERT ORDER  -  SECOND    CLASS I
 SL0100
 SL0100.The horizontal coordinates were scaled from a topographic map and have
 SL0100.an estimated accuracy of +/- 6 seconds.
 SL0100
 SL0100.The orthometric height was determined by differential leveling
 SL0100.and adjusted by the National Geodetic Survey in June 1991..
 SL0100
 SL0100.The geoid height was determined by GEOID03.
 SL0100
 SL0100.The dynamic height is computed by dividing the NAVD 88
 SL0100.geopotential number by the normal gravity value computed on the
 SL0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0100.degrees latitude (g = 980.6199 gals.).
 SL0100
 SL0100.The modeled gravity was interpolated from observed gravity values.
 SL0100
 SL0100;                    North         East    Units  Estimated Accuracy
 SL0100;SPC MN N     -   236,570.      582,100.      MT  (+/- 180 meters Scaled)
 SL0100
 SL0100                          SUPERSEDED SURVEY CONTROL
 SL0100
 SL0100  NGVD 29 (??/??/92)  359.686  (m)         1180.07   (f) ADJ UNCH    2 1
 SL0100
 SL0100.Superseded values are not recommended for survey control.
 SL0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0100.See file dsdata.txt to determine how the superseded data were derived.
 SL0100
 SL0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT248863(NAD 83)
 SL0100_MARKER: DV = VERTICAL CONTROL DISK
 SL0100_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0100_SP_SET: 2 INCHES
 SL0100_STAMPING: 6009 AE 1977
 SL0100_MARK LOGO: MNDT  
 SL0100_PROJECTION: PROJECTING 5 CENTIMETERS
 SL0100_MAGNETIC: I = MARKER IS A STEEL ROD
 SL0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL0100+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 SL0100_ROD/PIPE-DEPTH:  6.7 meters
 SL0100
 SL0100  HISTORY     - Date     Condition        Report By
 SL0100  HISTORY     - 1977     MONUMENTED       MNDT
 SL0100  HISTORY     - 20020827 SEE DESCRIPTION  MNDT
 SL0100
 SL0100                          STATION DESCRIPTION
 SL0100
 SL0100'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0100'1.65 MI NNE FROM ERSKINE.
 SL0100'THE MARK IS LOCATED AT TRUNK HIGHWAY 59 MILEPOST 325.9 WHICH IS 1.5
 SL0100'MILES NORTHWEST THEN NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF
 SL0100'TRUNK HIGHWAY 59 AND COUNTY ROAD 35.  IT IS ALSO 4.75 MILES SOUTH OF
 SL0100'POLK-RED LAKE COUNTY LINE.  IT IS 174.0 FEET WEST OF THE CENTERLINE OF
 SL0100'TRUNK HIGHWAY 59, 7.4 FEET SOUTH OF A WOODEN FENCE CORNER POST, 1.1
 SL0100'FOOT EAST OF A NORTH-SOUTH FENCE LINE, 4.65 FEET WEST OF THE WEST RAIL
 SL0100'OF THE SOO LINE RAILROAD, AND 28.5 FEET SOUTH-SOUTHWEST OF THE
 SL0100'SOUTHEAST CORNER POST (ALSO WILDLIFE MANAGEMENT AREA SIGN POST) OF THE
 SL0100'KAKAIK STATE WILDLIFE MANAGEMENT AREA. IT IS A STANDARD MINNESOTA
 SL0100'HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO THE
 SL0100'TOP OF A 5/8 INCH DIAMETER BY 22 FEET LONG COPPER-CLAD STEEL ROD
 SL0100'DRIVEN INTO THE GROUND TO REFUSAL. IT PROJECTS 2 INCHES, IS ABOUT 3
 SL0100'FEET BELOW THE SOO LINE RAILROAD, AND IS 0.8 FEET EAST OF A STEEL
 SL0100'WITNESS POST.  SW 1/4 SECTION 26, T 149N, R 42W.
 SL0100
 SL0100                          STATION RECOVERY (2002)
 SL0100
 SL0100'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SL0100'MARK WAS SEARCHED FOR AND NOT FOUND, WIT POST AND FENCE ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0626 ***********************************************************************
 SK0626  DESIGNATION -  6009 AF
 SK0626  PID         -  SK0626
 SK0626  STATE/COUNTY-  MN/POLK
 SK0626  USGS QUAD   -  MC INTOSH (1982)
 SK0626
 SK0626                         *CURRENT SURVEY CONTROL
 SK0626  ___________________________________________________________________
 SK0626* NAD 83(1986)-  47 40 36.     (N)    095 59 37.     (W)     SCALED    
 SK0626* NAVD 88     -       360.671  (meters)    1183.30   (feet)  ADJUSTED  
 SK0626  ___________________________________________________________________
 SK0626  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 SK0626  DYNAMIC HT  -         360.727 (meters)    1183.49  (feet)  COMP
 SK0626  MODELED GRAV-     980,757.6   (mgal)                       NAVD 88
 SK0626
 SK0626  VERT ORDER  -  SECOND    CLASS I
 SK0626
 SK0626.The horizontal coordinates were scaled from a topographic map and have
 SK0626.an estimated accuracy of +/- 6 seconds.
 SK0626
 SK0626.The orthometric height was determined by differential leveling
 SK0626.and adjusted by the National Geodetic Survey in June 1991..
 SK0626
 SK0626.The geoid height was determined by GEOID03.
 SK0626
 SK0626.The dynamic height is computed by dividing the NAVD 88
 SK0626.geopotential number by the normal gravity value computed on the
 SK0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0626.degrees latitude (g = 980.6199 gals.).
 SK0626
 SK0626.The modeled gravity was interpolated from observed gravity values.
 SK0626
 SK0626;                    North         East    Units  Estimated Accuracy
 SK0626;SPC MN N     -   234,880.      582,790.      MT  (+/- 180 meters Scaled)
 SK0626
 SK0626                          SUPERSEDED SURVEY CONTROL
 SK0626
 SK0626.No superseded survey control is available for this station.
 SK0626
 SK0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN753847(NAD 83)
 SK0626_MARKER: DV = VERTICAL CONTROL DISK
 SK0626_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK0626_SP_SET: 4 INCHES
 SK0626_STAMPING: 6009 AF 1977
 SK0626_MARK LOGO: MNDT  
 SK0626_PROJECTION: PROJECTING 5 CENTIMETERS
 SK0626_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0626+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 SK0626_ROD/PIPE-DEPTH:  9.8 meters
 SK0626
 SK0626  HISTORY     - Date     Condition        Report By
 SK0626  HISTORY     - 1977     MONUMENTED       MNDT
 SK0626  HISTORY     - 20020827 GOOD             MNDT
 SK0626
 SK0626                          STATION DESCRIPTION
 SK0626
 SK0626'DESCRIBED BY MN DEPT OF TRANSP 1977
 SK0626'0.9 MI NE FROM ERSKINE.
 SK0626'THE MARK IS LOCATED AT TRUNK HIGHWAY 59 MILEPOST 324.5 WHICH IS 0.35
 SK0626'MILE NORTHWEST ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK
 SK0626'HIGHWAY 59 AND COUNTY ROAD 35.  IT IS ALSO 5.85 MILES SOUTH OF
 SK0626'POLK-RED LAKE COUNTY LINE.  IT IS 85.5 FEET NORTHEAST OF THE
 SK0626'CENTERLINE OF TRUNK HIGHWAY 59, 12.8 FEET SOUTHEAST OF A WILDLIFE
 SK0626'MANAGEMENT AREA SIGN POST, 3.4 FEET SOUTH OF A POWER POLE, AND 34.6
 SK0626'FEET NORTHEAST OF THE NORTHEAST END OF A 24 INCH CORRUGATED METAL
 SK0626'CULVERT UNDER A FIELD ENTRANCE TO THE NORTHEAST OF TRUNK HIGHWAY 59.
 SK0626'IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL
 SK0626'MONUMENT (VCM) DISK CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 32
 SK0626'FEET LONG COPPER-CLAD STEEL ROD DRIVEN INTO THE GROUND TO REFUSAL. IT
 SK0626'PROJECTS 4 INCHES, IS ABOUT 4 FEET BELOW THE CENTERLINE OF TRUNK
 SK0626'HIGHWAY 59, AND IS 1.2 FEET SOUTHWEST OF A STEEL WITNESS POST.  SE 1/4
 SK0626'SECTION 35, T 149N, R 42W.
 SK0626
 SK0626                          STATION RECOVERY (2002)
 SK0626
 SK0626'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SK0626'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK
 SK0626'PROJECTS 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 32
 SK0626'FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0095 ***********************************************************************
 SL0095  DESIGNATION -  6009 D
 SL0095  PID         -  SL0095
 SL0095  STATE/COUNTY-  MN/POLK
 SL0095  USGS QUAD   -  ERSKINE (1966)
 SL0095
 SL0095                         *CURRENT SURVEY CONTROL
 SL0095  ___________________________________________________________________
 SL0095* NAD 83(1986)-  47 43 30.     (N)    096 00 01.     (W)     SCALED    
 SL0095* NAVD 88     -       357.577  (meters)    1173.15   (feet)  ADJUSTED  
 SL0095  ___________________________________________________________________
 SL0095  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 SL0095  DYNAMIC HT  -         357.641 (meters)    1173.36  (feet)  COMP
 SL0095  MODELED GRAV-     980,780.8   (mgal)                       NAVD 88
 SL0095
 SL0095  VERT ORDER  -  SECOND    CLASS I
 SL0095
 SL0095.The horizontal coordinates were scaled from a topographic map and have
 SL0095.an estimated accuracy of +/- 6 seconds.
 SL0095
 SL0095.The orthometric height was determined by differential leveling
 SL0095.and adjusted by the National Geodetic Survey in June 1991..
 SL0095
 SL0095.Photographs are available for this station.
 SL0095
 SL0095.The geoid height was determined by GEOID03.
 SL0095
 SL0095.The dynamic height is computed by dividing the NAVD 88
 SL0095.geopotential number by the normal gravity value computed on the
 SL0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0095.degrees latitude (g = 980.6199 gals.).
 SL0095
 SL0095.The modeled gravity was interpolated from observed gravity values.
 SL0095
 SL0095;                    North         East    Units  Estimated Accuracy
 SL0095;SPC MN N     -   240,270.      582,490.      MT  (+/- 180 meters Scaled)
 SL0095
 SL0095                          SUPERSEDED SURVEY CONTROL
 SL0095
 SL0095  NGVD 29 (??/??/92)  357.225  (m)         1172.00   (f) ADJ UNCH    2 1
 SL0095
 SL0095.Superseded values are not recommended for survey control.
 SL0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0095.See file dsdata.txt to determine how the superseded data were derived.
 SL0095
 SL0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT249900(NAD 83)
 SL0095_MARKER: DB = BENCH MARK DISK
 SL0095_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SL0095_SP_SET: BRIDGE ABUTMENT
 SL0095_STAMPING: 6009 D 1947
 SL0095_MARK LOGO: MNHD  
 SL0095_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SL0095+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 SL0095
 SL0095  HISTORY     - Date     Condition        Report By
 SL0095  HISTORY     - 1947     MONUMENTED       MNHD
 SL0095  HISTORY     - 1977     GOOD             MNDT
 SL0095  HISTORY     - 20020827 GOOD             MNDT
 SL0095  HISTORY     - 20050518 GOOD             MNDT
 SL0095
 SL0095                          STATION DESCRIPTION
 SL0095
 SL0095'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0095'4.9 MI N FROM ERSKINE.
 SL0095'THE MARK A STANDARD MNHD DISK IS LOCATED IN THE SOUTHEAST WINGWALL OF
 SL0095'BRIDGE NUMBER 6449 ON T.H. 59 OVER THE POPULAR RIVER, WAS LOCATED IN
 SL0095'GOOD CONDITION ABOUT 4.9 MILES NORTH OF ERSKINE AT T.H. 59 MILEMARK
 SL0095'328.2.  SECTION 14, T 149N, R 42W.
 SL0095
 SL0095                          STATION RECOVERY (2002)
 SL0095
 SL0095'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SL0095'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 SL0095'AND NOT SUITABLE FOR GPS.
 SL0095
 SL0095                          STATION RECOVERY (2005)
 SL0095
 SL0095'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 SL0095'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0097 ***********************************************************************
 SL0097  DESIGNATION -  6009 E
 SL0097  PID         -  SL0097
 SL0097  STATE/COUNTY-  MN/POLK
 SL0097  USGS QUAD   -  ERSKINE (1966)
 SL0097
 SL0097                         *CURRENT SURVEY CONTROL
 SL0097  ___________________________________________________________________
 SL0097* NAD 83(1986)-  47 43 00.     (N)    096 00 01.     (W)     SCALED    
 SL0097* NAVD 88     -       358.522  (meters)    1176.25   (feet)  ADJUSTED  
 SL0097  ___________________________________________________________________
 SL0097  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 SL0097  DYNAMIC HT  -         358.585 (meters)    1176.46  (feet)  COMP
 SL0097  MODELED GRAV-     980,778.7   (mgal)                       NAVD 88
 SL0097
 SL0097  VERT ORDER  -  SECOND    CLASS I
 SL0097
 SL0097.The horizontal coordinates were scaled from a topographic map and have
 SL0097.an estimated accuracy of +/- 6 seconds.
 SL0097
 SL0097.The orthometric height was determined by differential leveling
 SL0097.and adjusted by the National Geodetic Survey in June 1991..
 SL0097
 SL0097.The geoid height was determined by GEOID03.
 SL0097
 SL0097.The dynamic height is computed by dividing the NAVD 88
 SL0097.geopotential number by the normal gravity value computed on the
 SL0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0097.degrees latitude (g = 980.6199 gals.).
 SL0097
 SL0097.The modeled gravity was interpolated from observed gravity values.
 SL0097
 SL0097;                    North         East    Units  Estimated Accuracy
 SL0097;SPC MN N     -   239,340.      582,460.      MT  (+/- 180 meters Scaled)
 SL0097
 SL0097                          SUPERSEDED SURVEY CONTROL
 SL0097
 SL0097  NGVD 29 (??/??/92)  358.170  (m)         1175.10   (f) ADJ UNCH    2 1
 SL0097
 SL0097.Superseded values are not recommended for survey control.
 SL0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0097.See file dsdata.txt to determine how the superseded data were derived.
 SL0097
 SL0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT249891(NAD 83)
 SL0097_MARKER: DD = SURVEY DISK
 SL0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0097_STAMPING: 6009 E 1947
 SL0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0097+STABILITY: SURFACE MOTION
 SL0097
 SL0097  HISTORY     - Date     Condition        Report By
 SL0097  HISTORY     - 1947     MONUMENTED       MNDT
 SL0097  HISTORY     - 1977     GOOD             MNDT
 SL0097
 SL0097                          STATION DESCRIPTION
 SL0097
 SL0097'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0097'4.3 MI N FROM ERSKINE.
 SL0097'THE MARK A STANDARD MNHD DISK IN A PRECAST CONCRETE MONUMENT IS
 SL0097'LOCATED ABOUT 80 FEET EAST OF T.H. 59 SOUTH OF A PUBLIC ROAD ON THE
 SL0097'NORTH LINE OF SECTION 23 ABOUT 1/2 MILE SOUTH OF THE POPULAR RIVER AT
 SL0097'T.H. 59 MILEPOINT 327.6.  SECTION 23, T 149N, R 42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0286 ***********************************************************************
 SL0286  DESIGNATION -  6012 AB
 SL0286  PID         -  SL0286
 SL0286  STATE/COUNTY-  MN/POLK
 SL0286  USGS QUAD   -  CROOKSTON (1982)
 SL0286
 SL0286                         *CURRENT SURVEY CONTROL
 SL0286  ___________________________________________________________________
 SL0286* NAD 83(1986)-  47 46 12.     (N)    096 36 43.     (W)     SCALED    
 SL0286* NAVD 88     -       267.031  (meters)     876.08   (feet)  ADJUSTED  
 SL0286  ___________________________________________________________________
 SL0286  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 SL0286  DYNAMIC HT  -         267.078 (meters)     876.24  (feet)  COMP
 SL0286  MODELED GRAV-     980,780.6   (mgal)                       NAVD 88
 SL0286
 SL0286  VERT ORDER  -  SECOND    CLASS 0
 SL0286
 SL0286.The horizontal coordinates were scaled from a topographic map and have
 SL0286.an estimated accuracy of +/- 6 seconds.
 SL0286
 SL0286.The orthometric height was determined by differential leveling
 SL0286.and adjusted by the National Geodetic Survey in June 1991..
 SL0286.WARNING-Repeat measurements at this control monument indicate possible
 SL0286.vertical movement.
 SL0286
 SL0286.The geoid height was determined by GEOID03.
 SL0286
 SL0286.The dynamic height is computed by dividing the NAVD 88
 SL0286.geopotential number by the normal gravity value computed on the
 SL0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0286.degrees latitude (g = 980.6199 gals.).
 SL0286
 SL0286.The modeled gravity was interpolated from observed gravity values.
 SL0286
 SL0286;                    North         East    Units  Estimated Accuracy
 SL0286;SPC MN N     -   247,170.      536,870.      MT  (+/- 180 meters Scaled)
 SL0286
 SL0286                          SUPERSEDED SURVEY CONTROL
 SL0286
 SL0286  NGVD 29 (??/??/92)  266.696  (m)          874.99   (f) ADJ UNCH    2 0
 SL0286
 SL0286.Superseded values are not recommended for survey control.
 SL0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0286.See file dsdata.txt to determine how the superseded data were derived.
 SL0286
 SL0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT789934(NAD 83)
 SL0286_MARKER: DB = BENCH MARK DISK
 SL0286_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SL0286_SP_SET: BRIDGE WALKWAY
 SL0286_STAMPING: 6012 AB 1974
 SL0286_MARK LOGO: MNDT  
 SL0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0286
 SL0286  HISTORY     - Date     Condition        Report By
 SL0286  HISTORY     - 1974     MONUMENTED       MNDT
 SL0286  HISTORY     - 1987     GOOD             MNDT
 SL0286
 SL0286                          STATION DESCRIPTION
 SL0286
 SL0286'DESCRIBED BY MN DEPT OF TRANSP 1974
 SL0286'IN CROOKSTON.
 SL0286'THE MARK IS LOCATED 0.3 MILES SOUTH OF THE SOUTH JUNCTION OF T.H. 2
 SL0286'AND T.H. 75 IN CROOKSTON.  IT IS IN THE SOUTHEAST CORNER (WALKWAY) OF
 SL0286'BRIDGE 6704, THE BURLINGTON NORTHERN RAILWAY OVER T.H. 75, 1.6 FEET
 SL0286'SOUTH OF THE SOUTH END OF THE METAL BRIDGE RAILING, 1.6 FEET WEST OF
 SL0286'THE WEST FACE OF THE SOUTHEAST CONCRETE BRIDGE RAILING, 7.9 FEET EAST
 SL0286'OF, AND LEVEL WITH THE EAST RAIL.  NE 1/4 SECTION 36, T 150 N, R 46 W.
 SL0286
 SL0286                          STATION RECOVERY (1987)
 SL0286
 SL0286'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 SL0286'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 SL0286'IN THE TOWN OF CROOKSTON, IN THE NE 1/4 OF SECTION 36, T150N, R47W,
 SL0286'0.3 MILE SOUTH OF THE SOUTH JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK
 SL0286'HIGHWAY 75 IN CROOKSTON, IN THE SOUTHEAST CORNER (WALKWAY) OF BRIDGE
 SL0286'NUMBER 6704 (BURLINGTON NORTHERN RAILWAY OVER TRUNK HIGHWAY 75).  THE
 SL0286'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---6012 AB 1974---, IS
 SL0286'1.6 FEET SOUTH OF THE SOUTH END OF THE METAL BRIDGE RAILING, 1.6 FEET
 SL0286'WEST OF THE WEST FACE OF THE SOUTHEAST CONCRETE BRIDGE RAILING, AND
 SL0286'7.9 FEET EAST OF AND LEVEL WITH THE EAST RAIL OF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0288 ***********************************************************************
 SL0288  DESIGNATION -  6012 AC
 SL0288  PID         -  SL0288
 SL0288  STATE/COUNTY-  MN/POLK
 SL0288  USGS QUAD   -  CROOKSTON (1982)
 SL0288
 SL0288                         *CURRENT SURVEY CONTROL
 SL0288  ___________________________________________________________________
 SL0288* NAD 83(1986)-  47 46 14.     (N)    096 36 33.     (W)     SCALED    
 SL0288* NAVD 88     -       266.768  (meters)     875.22   (feet)  ADJUSTED  
 SL0288  ___________________________________________________________________
 SL0288  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 SL0288  DYNAMIC HT  -         266.815 (meters)     875.38  (feet)  COMP
 SL0288  MODELED GRAV-     980,780.6   (mgal)                       NAVD 88
 SL0288
 SL0288  VERT ORDER  -  SECOND    CLASS 0
 SL0288
 SL0288.The horizontal coordinates were scaled from a topographic map and have
 SL0288.an estimated accuracy of +/- 6 seconds.
 SL0288
 SL0288.The orthometric height was determined by differential leveling
 SL0288.and adjusted by the National Geodetic Survey in June 1991..
 SL0288
 SL0288.The geoid height was determined by GEOID03.
 SL0288
 SL0288.The dynamic height is computed by dividing the NAVD 88
 SL0288.geopotential number by the normal gravity value computed on the
 SL0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0288.degrees latitude (g = 980.6199 gals.).
 SL0288
 SL0288.The modeled gravity was interpolated from observed gravity values.
 SL0288
 SL0288;                    North         East    Units  Estimated Accuracy
 SL0288;SPC MN N     -   247,220.      537,080.      MT  (+/- 180 meters Scaled)
 SL0288
 SL0288                          SUPERSEDED SURVEY CONTROL
 SL0288
 SL0288  NGVD 29 (??/??/92)  266.425  (m)          874.10   (f) ADJ UNCH    2 0
 SL0288
 SL0288.Superseded values are not recommended for survey control.
 SL0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0288.See file dsdata.txt to determine how the superseded data were derived.
 SL0288
 SL0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT791935(NAD 83)
 SL0288_MARKER: DB = BENCH MARK DISK
 SL0288_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SL0288_SP_SET: BRIDGE WALKWAY
 SL0288_STAMPING: 6012 AC 1974
 SL0288_MARK LOGO: MNDT  
 SL0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0288
 SL0288  HISTORY     - Date     Condition        Report By
 SL0288  HISTORY     - 1974     MONUMENTED       MNDT
 SL0288  HISTORY     - 1987     MARK NOT FOUND   MNDT
 SL0288
 SL0288                          STATION DESCRIPTION
 SL0288
 SL0288'DESCRIBED BY MN DEPT OF TRANSP 1974
 SL0288'IN CROOKSTON.
 SL0288'THE MARK IS LOCATED 3 CITY BLOCKS SOUTH OF THE SOUTH JUNCTION OF T.H.
 SL0288'2 AND T.H. 75 IN CROOKSTON.  IT IS IN THE NORTHEAST (WALKWAY) CORNER
 SL0288'OF BRIDGE 6705, NORTHBOUND T.H. 75 OVER THE RED LAKE RIVER, 28 FEET
 SL0288'NORTHWEST OF THE CENTER OF BROADWAY, 27 FEET SOUTHEAST OF NORTHBOUND
 SL0288'T.H. 75 CENTERLINE, AND 3.8 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 SL0288'CONCRETE RAILING.  NW 1/4 SECTION 31, T 150N, R 46W.
 SL0288
 SL0288                          STATION RECOVERY (1987)
 SL0288
 SL0288'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 SL0288'THE MARK AS DESCRIBED IN 1974 WAS SEARCHED FOR AND NOT FOUND AND IS
 SL0288'CONSIDERED LOST BECAUSE THE BRIDGE HAS BEEN RECONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1655 ***********************************************************************
 SL1655  DESIGNATION -  6012 AC 1
 SL1655  PID         -  SL1655
 SL1655  STATE/COUNTY-  MN/POLK
 SL1655  USGS QUAD   -  CLIMAX (1964)
 SL1655
 SL1655                         *CURRENT SURVEY CONTROL
 SL1655  ___________________________________________________________________
 SL1655* NAD 83(1986)-  47 36 32.     (N)    096 49 01.     (W)     SCALED    
 SL1655* NAVD 88     -       264.124  (meters)     866.55   (feet)  ADJUSTED  
 SL1655  ___________________________________________________________________
 SL1655  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 SL1655  DYNAMIC HT  -         264.166 (meters)     866.68  (feet)  COMP
 SL1655  MODELED GRAV-     980,765.6   (mgal)                       NAVD 88
 SL1655
 SL1655  VERT ORDER  -  SECOND    CLASS I
 SL1655
 SL1655.The horizontal coordinates were scaled from a topographic map and have
 SL1655.an estimated accuracy of +/- 6 seconds.
 SL1655
 SL1655.The orthometric height was determined by differential leveling
 SL1655.and adjusted by the National Geodetic Survey in June 1991..
 SL1655
 SL1655.The geoid height was determined by GEOID03.
 SL1655
 SL1655.The dynamic height is computed by dividing the NAVD 88
 SL1655.geopotential number by the normal gravity value computed on the
 SL1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1655.degrees latitude (g = 980.6199 gals.).
 SL1655
 SL1655.The modeled gravity was interpolated from observed gravity values.
 SL1655
 SL1655;                    North         East    Units  Estimated Accuracy
 SL1655;SPC MN N     -   230,000.      520,660.      MT  (+/- 180 meters Scaled)
 SL1655
 SL1655                          SUPERSEDED SURVEY CONTROL
 SL1655
 SL1655.No superseded survey control is available for this station.
 SL1655
 SL1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT640751(NAD 83)
 SL1655_MARKER: DB = BENCH MARK DISK
 SL1655_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 SL1655_SP_SET: WATER TANK FOOTING
 SL1655_STAMPING: 6012 AC 1 1987
 SL1655_MARK LOGO: MNDT  
 SL1655_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SL1655+STABILITY: POSITION/ELEVATION WELL
 SL1655
 SL1655  HISTORY     - Date     Condition        Report By
 SL1655  HISTORY     - 1987     MONUMENTED       MNDT
 SL1655
 SL1655                          STATION DESCRIPTION
 SL1655
 SL1655'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1655'IN CLIMAX.
 SL1655'THE MARK IS LOCATED IN THE TOWN OF CLIMAX, IN THE NE 1/4 OF SECTION
 SL1655'30, T148N, R48W, IN THE FOOTING FOR THE NORTHEAST LEG OF THE CITY
 SL1655'WATER TANK.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 SL1655'MONUMENT DISK STAMPED---6012 AC 1 1987---, SET FLUSH IN A DRILL HOLE
 SL1655'IN THE TOP OF THE FOOTING FOR THE NORTHEAST LEG OF THE WATER TANK AND
 SL1655'IS ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.  THE MARK IS 56.0
 SL1655'FEET SOUTH OF THE CENTERLINE OF A BITUMINOUS STREET AND 45 FEET EAST
 SL1655'OF THE CENTER OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0287 ***********************************************************************
 SL0287  DESIGNATION -  6012 AD
 SL0287  PID         -  SL0287
 SL0287  STATE/COUNTY-  MN/POLK
 SL0287  USGS QUAD   -  CROOKSTON (1982)
 SL0287
 SL0287                         *CURRENT SURVEY CONTROL
 SL0287  ___________________________________________________________________
 SL0287* NAD 83(1986)-  47 46 17.     (N)    096 36 36.     (W)     SCALED    
 SL0287* NAVD 88     -       265.551  (meters)     871.23   (feet)  ADJUSTED  
 SL0287  ___________________________________________________________________
 SL0287  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 SL0287  DYNAMIC HT  -         265.598 (meters)     871.38  (feet)  COMP
 SL0287  MODELED GRAV-     980,780.8   (mgal)                       NAVD 88
 SL0287
 SL0287  VERT ORDER  -  SECOND    CLASS 0
 SL0287
 SL0287.The horizontal coordinates were scaled from a topographic map and have
 SL0287.an estimated accuracy of +/- 6 seconds.
 SL0287
 SL0287.The orthometric height was determined by differential leveling
 SL0287.and adjusted by the National Geodetic Survey in June 1991..
 SL0287
 SL0287.The geoid height was determined by GEOID03.
 SL0287
 SL0287.The dynamic height is computed by dividing the NAVD 88
 SL0287.geopotential number by the normal gravity value computed on the
 SL0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0287.degrees latitude (g = 980.6199 gals.).
 SL0287
 SL0287.The modeled gravity was interpolated from observed gravity values.
 SL0287
 SL0287;                    North         East    Units  Estimated Accuracy
 SL0287;SPC MN N     -   247,320.      537,030.      MT  (+/- 180 meters Scaled)
 SL0287
 SL0287                          SUPERSEDED SURVEY CONTROL
 SL0287
 SL0287  NGVD 29 (??/??/92)  265.208  (m)          870.10   (f) ADJ UNCH    2 0
 SL0287
 SL0287.Superseded values are not recommended for survey control.
 SL0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0287.See file dsdata.txt to determine how the superseded data were derived.
 SL0287
 SL0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT790936(NAD 83)
 SL0287_MARKER: DB = BENCH MARK DISK
 SL0287_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SL0287_SP_SET: BRIDGE ABUTMENT
 SL0287_STAMPING: 6012 AD 1974
 SL0287_MARK LOGO: MNDT  
 SL0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0287
 SL0287  HISTORY     - Date     Condition        Report By
 SL0287  HISTORY     - 1974     MONUMENTED       MNDT
 SL0287  HISTORY     - 1987     GOOD             MNDT
 SL0287
 SL0287                          STATION DESCRIPTION
 SL0287
 SL0287'DESCRIBED BY MN DEPT OF TRANSP 1974
 SL0287'IN CROOKSTON.
 SL0287'THE MARK IS LOCATED 3 CITY BLOCKS SOUTH ALONG T.H. 75 (MAIN STREET)
 SL0287'FROM THE SOUTH JUNCTION OF T.H. 75 AND T.H. 2 IN CROOKSTON.  IT IS IN
 SL0287'THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 60011, T.H. 75
 SL0287'SOUTHBOUND (MAIN STREET) OVER THE RED LAKE RIVER.  NW 1/4 SECTION 31,
 SL0287'T 150 N, R 47 W.
 SL0287
 SL0287                          STATION RECOVERY (1987)
 SL0287
 SL0287'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 SL0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1653 ***********************************************************************
 SL1653  DESIGNATION -  6012 AD 1
 SL1653  PID         -  SL1653
 SL1653  STATE/COUNTY-  MN/POLK
 SL1653  USGS QUAD   -  CLIMAX (1964)
 SL1653
 SL1653                         *CURRENT SURVEY CONTROL
 SL1653  ___________________________________________________________________
 SL1653* NAD 83(1986)-  47 36 55.     (N)    096 48 54.     (W)     SCALED    
 SL1653* NAVD 88     -       263.379  (meters)     864.10   (feet)  ADJUSTED  
 SL1653  ___________________________________________________________________
 SL1653  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 SL1653  DYNAMIC HT  -         263.421 (meters)     864.24  (feet)  COMP
 SL1653  MODELED GRAV-     980,766.3   (mgal)                       NAVD 88
 SL1653
 SL1653  VERT ORDER  -  SECOND    CLASS I
 SL1653
 SL1653.The horizontal coordinates were scaled from a topographic map and have
 SL1653.an estimated accuracy of +/- 6 seconds.
 SL1653
 SL1653.The orthometric height was determined by differential leveling
 SL1653.and adjusted by the National Geodetic Survey in June 1991..
 SL1653
 SL1653.The geoid height was determined by GEOID03.
 SL1653
 SL1653.The dynamic height is computed by dividing the NAVD 88
 SL1653.geopotential number by the normal gravity value computed on the
 SL1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1653.degrees latitude (g = 980.6199 gals.).
 SL1653
 SL1653.The modeled gravity was interpolated from observed gravity values.
 SL1653
 SL1653;                    North         East    Units  Estimated Accuracy
 SL1653;SPC MN N     -   230,700.      520,840.      MT  (+/- 180 meters Scaled)
 SL1653
 SL1653                          SUPERSEDED SURVEY CONTROL
 SL1653
 SL1653.No superseded survey control is available for this station.
 SL1653
 SL1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT641758(NAD 83)
 SL1653_MARKER: DB = BENCH MARK DISK
 SL1653_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1653_SP_SET: ALUMINUM ALLOY ROD
 SL1653_STAMPING: 6012 AD 1 1987
 SL1653_MARK LOGO: MNDT  
 SL1653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1653
 SL1653  HISTORY     - Date     Condition        Report By
 SL1653  HISTORY     - 1987     MONUMENTED       MNDT
 SL1653
 SL1653                          STATION DESCRIPTION
 SL1653
 SL1653'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1653'0.5 MI NORTH FROM CLIMAX.
 SL1653'THE MARK IS LOCATED NEAR THE NORTH EDGE OF THE TOWN OF CLIMAX, IN THE
 SL1653'SE 1/4 OF SECTION 19, T148N, R48W, ALONG THE BURLINGTON NORTHERN
 SL1653'RAILROAD, ON THE WEST RIGHT-OF-WAY OF TRUNK HIGHWAY 75 AT MILEPOINT
 SL1653'303.1 AND OPPOSITE COUNTY ROAD 219 TO THE EAST, 0.5 MILE NORTH ALONG
 SL1653'TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH TRUNK HIGHWAY 220 IN CLIMAX.
 SL1653'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 SL1653'STAMPED---6012 AD 1 1987---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 SL1653'DIAMETER BY 40 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 SL1653'OF THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.  THE MARK IS 55.2
 SL1653'FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 75, 26.0 FEET EAST OF
 SL1653'THE EAST RAIL OF THE RAILROAD, 12.8 FEET WEST-NORTHWEST OF AN
 SL1653'UNDERGROUND CABLE MARKER POST, 2.3 FEET NORTH OF A POWER POLE, AND
 SL1653'0.8 FOOT EAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 SL1653'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1652 ***********************************************************************
 SL1652  DESIGNATION -  6012 AE
 SL1652  PID         -  SL1652
 SL1652  STATE/COUNTY-  MN/POLK
 SL1652  USGS QUAD   -  ELDRED (1964)
 SL1652
 SL1652                         *CURRENT SURVEY CONTROL
 SL1652  ___________________________________________________________________
 SL1652* NAD 83(1986)-  47 37 34.     (N)    096 48 54.     (W)     SCALED    
 SL1652* NAVD 88     -       263.430  (meters)     864.27   (feet)  ADJUSTED  
 SL1652  ___________________________________________________________________
 SL1652  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 SL1652  DYNAMIC HT  -         263.472 (meters)     864.41  (feet)  COMP
 SL1652  MODELED GRAV-     980,768.1   (mgal)                       NAVD 88
 SL1652
 SL1652  VERT ORDER  -  SECOND    CLASS I
 SL1652
 SL1652.The horizontal coordinates were scaled from a topographic map and have
 SL1652.an estimated accuracy of +/- 6 seconds.
 SL1652
 SL1652.The orthometric height was determined by differential leveling
 SL1652.and adjusted by the National Geodetic Survey in June 1991..
 SL1652
 SL1652.The geoid height was determined by GEOID03.
 SL1652
 SL1652.The dynamic height is computed by dividing the NAVD 88
 SL1652.geopotential number by the normal gravity value computed on the
 SL1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1652.degrees latitude (g = 980.6199 gals.).
 SL1652
 SL1652.The modeled gravity was interpolated from observed gravity values.
 SL1652
 SL1652;                    North         East    Units  Estimated Accuracy
 SL1652;SPC MN N     -   231,900.      520,900.      MT  (+/- 180 meters Scaled)
 SL1652
 SL1652                          SUPERSEDED SURVEY CONTROL
 SL1652
 SL1652.No superseded survey control is available for this station.
 SL1652
 SL1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT641770(NAD 83)
 SL1652_MARKER: DB = BENCH MARK DISK
 SL1652_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1652_SP_SET: ALUMINUM ALLOY ROD
 SL1652_STAMPING: 6012 AE 1987
 SL1652_MARK LOGO: MNDT  
 SL1652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1652
 SL1652  HISTORY     - Date     Condition        Report By
 SL1652  HISTORY     - 1987     MONUMENTED       MNDT
 SL1652
 SL1652                          STATION DESCRIPTION
 SL1652
 SL1652'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1652'1.3 MI NORTH FROM CLIMAX.
 SL1652'THE MARK IS LOCATED ABOUT 1-1/4 MILES NORTH OF THE TOWN OF CLIMAX, IN
 SL1652'THE NE 1/4 OF SECTION 19, T148N, R48W, ALONG THE BURLINGTON NORTHERN
 SL1652'RAILROAD, ON THE WEST RIGHT-OF-WAY OF TRUNK HIGHWAY 75 AT MILEPOINT
 SL1652'303.8, 1.2 MILES NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH
 SL1652'TRUNK HIGHWAY 220 IN CLIMAX.  THE MARK, A STANDARD MNDT ALUMINUM
 SL1652'VERTICAL CONTROL MONUMENT DISK STAMPED---6012 AE 1987---, IS SET ON
 SL1652'THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 40 FOOT LONG ALUMINUM ROD
 SL1652'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 3 FEET BELOW
 SL1652'THE LEVEL OF THE HIGHWAY.  THE MARK IS 73.0 FEET WEST OF THE
 SL1652'CENTERLINE OF TRUNK HIGHWAY 75, 23.5 FEET EAST OF THE EAST RAIL OF
 SL1652'THE RAILROAD, 4.0 FEET SOUTH-SOUTHWEST OF RAILROAD MILEPOST 52, AND
 SL1652'1.0 FOOT EAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 SL1652'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1650 ***********************************************************************
 SL1650  DESIGNATION -  6012 AF
 SL1650  PID         -  SL1650
 SL1650  STATE/COUNTY-  MN/POLK
 SL1650  USGS QUAD   -  ELDRED (1964)
 SL1650
 SL1650                         *CURRENT SURVEY CONTROL
 SL1650  ___________________________________________________________________
 SL1650* NAD 83(1986)-  47 38 12.     (N)    096 48 54.     (W)     SCALED    
 SL1650* NAVD 88     -       263.528  (meters)     864.59   (feet)  ADJUSTED  
 SL1650  ___________________________________________________________________
 SL1650  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 SL1650  DYNAMIC HT  -         263.572 (meters)     864.74  (feet)  COMP
 SL1650  MODELED GRAV-     980,769.8   (mgal)                       NAVD 88
 SL1650
 SL1650  VERT ORDER  -  SECOND    CLASS I
 SL1650
 SL1650.The horizontal coordinates were scaled from a topographic map and have
 SL1650.an estimated accuracy of +/- 6 seconds.
 SL1650
 SL1650.The orthometric height was determined by differential leveling
 SL1650.and adjusted by the National Geodetic Survey in June 1991..
 SL1650
 SL1650.The geoid height was determined by GEOID03.
 SL1650
 SL1650.The dynamic height is computed by dividing the NAVD 88
 SL1650.geopotential number by the normal gravity value computed on the
 SL1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1650.degrees latitude (g = 980.6199 gals.).
 SL1650
 SL1650.The modeled gravity was interpolated from observed gravity values.
 SL1650
 SL1650;                    North         East    Units  Estimated Accuracy
 SL1650;SPC MN N     -   233,070.      520,960.      MT  (+/- 180 meters Scaled)
 SL1650
 SL1650                          SUPERSEDED SURVEY CONTROL
 SL1650
 SL1650.No superseded survey control is available for this station.
 SL1650
 SL1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT641782(NAD 83)
 SL1650_MARKER: DB = BENCH MARK DISK
 SL1650_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1650_SP_SET: ALUMINUM ALLOY ROD
 SL1650_STAMPING: 6012 AF 1987
 SL1650_MARK LOGO: MNDT  
 SL1650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1650
 SL1650  HISTORY     - Date     Condition        Report By
 SL1650  HISTORY     - 1987     MONUMENTED       MNDT
 SL1650
 SL1650                          STATION DESCRIPTION
 SL1650
 SL1650'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1650'2 MI NORTH FROM CLIMAX.
 SL1650'THE MARK IS LOCATED ABOUT 2 MILES NORTH OF THE TOWN OF CLIMAX, IN THE
 SL1650'SE 1/4 OF SECTION 18, T148N, R48W, ALONG THE BURLINGTON NORTHERN
 SL1650'RAILROAD, ON THE WEST RIGHT-OF-WAY OF TRUNK HIGHWAY 75 AT MILEPOINT
 SL1650'304.5, 1.9 MILES NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH
 SL1650'TRUNK HIGHWAY 220 IN CLIMAX.  THE MARK, A STANDARD MNDT ALUMINUM
 SL1650'VERTICAL CONTROL MONUMENT DISK STAMPED---6012 AF 1987---, IS SET ON
 SL1650'THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 35 FOOT LONG ALUMINUM ROD
 SL1650'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2-1/2 FEET
 SL1650'BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 76.0 FEET WEST OF THE
 SL1650'CENTERLINE OF TRUNK HIGHWAY 75, 22.6 FEET EAST OF THE EAST RAIL OF
 SL1650'THE RAILROAD, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  A MAGNET IN
 SL1650'THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1649 ***********************************************************************
 SL1649  DESIGNATION -  6012 AG
 SL1649  PID         -  SL1649
 SL1649  STATE/COUNTY-  MN/POLK
 SL1649  USGS QUAD   -  ELDRED (1964)
 SL1649
 SL1649                         *CURRENT SURVEY CONTROL
 SL1649  ___________________________________________________________________
 SL1649* NAD 83(1986)-  47 38 52.     (N)    096 48 54.     (W)     SCALED    
 SL1649* NAVD 88     -       263.725  (meters)     865.24   (feet)  ADJUSTED  
 SL1649  ___________________________________________________________________
 SL1649  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 SL1649  DYNAMIC HT  -         263.769 (meters)     865.38  (feet)  COMP
 SL1649  MODELED GRAV-     980,771.6   (mgal)                       NAVD 88
 SL1649
 SL1649  VERT ORDER  -  SECOND    CLASS I
 SL1649
 SL1649.The horizontal coordinates were scaled from a topographic map and have
 SL1649.an estimated accuracy of +/- 6 seconds.
 SL1649
 SL1649.The orthometric height was determined by differential leveling
 SL1649.and adjusted by the National Geodetic Survey in June 1991..
 SL1649
 SL1649.The geoid height was determined by GEOID03.
 SL1649
 SL1649.The dynamic height is computed by dividing the NAVD 88
 SL1649.geopotential number by the normal gravity value computed on the
 SL1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1649.degrees latitude (g = 980.6199 gals.).
 SL1649
 SL1649.The modeled gravity was interpolated from observed gravity values.
 SL1649
 SL1649;                    North         East    Units  Estimated Accuracy
 SL1649;SPC MN N     -   234,310.      521,020.      MT  (+/- 180 meters Scaled)
 SL1649
 SL1649                          SUPERSEDED SURVEY CONTROL
 SL1649
 SL1649.No superseded survey control is available for this station.
 SL1649
 SL1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT640794(NAD 83)
 SL1649_MARKER: DB = BENCH MARK DISK
 SL1649_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1649_SP_SET: ALUMINUM ALLOY ROD
 SL1649_STAMPING: 6012 AG 1987
 SL1649_MARK LOGO: MNDT  
 SL1649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1649
 SL1649  HISTORY     - Date     Condition        Report By
 SL1649  HISTORY     - 1987     MONUMENTED       MNDT
 SL1649
 SL1649                          STATION DESCRIPTION
 SL1649
 SL1649'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1649'2.7 MI NORTH FROM CLIMAX.
 SL1649'THE MARK IS LOCATED ABOUT 2-3/4 MILES NORTH OF THE TOWN OF CLIMAX, IN
 SL1649'THE SE 1/4 OF SECTION 7, T148N, R48W, ALONG THE BURLINGTON NORTHERN
 SL1649'RAILROAD, NEAR A FARM ENTRANCE ON THE WEST RIGHT-OF-WAY OF TRUNK
 SL1649'HIGHWAY 75 AT MILEPOINT 305.3, 2.75 MILES NORTH ALONG TRUNK HIGHWAY
 SL1649'75 FROM ITS JUNCTION WITH TRUNK HIGHWAY 220 IN CLIMAX.  THE MARK, A
 SL1649'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---6012
 SL1649'AG 1987---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 40
 SL1649'FOOT LONG ALUMINUM ROD THAT IS BURIED 0.15 FOOT BELOW THE SURFACE OF
 SL1649'THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 75.  THE
 SL1649'MARK IS 78.0 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 75, 18.6
 SL1649'FEET EAST OF THE EAST RAIL OF THE RAILROAD, 142 FEET SOUTH OF THE
 SL1649'CENTER OF A FARM ENTRANCE, 2.0 FEET NORTH OF A STEEL POST, AND 1.0
 SL1649'FOOT SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE
 SL1649'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1644 ***********************************************************************
 SL1644  DESIGNATION -  6012 AH
 SL1644  PID         -  SL1644
 SL1644  STATE/COUNTY-  MN/POLK
 SL1644  USGS QUAD   -  ELDRED (1964)
 SL1644
 SL1644                         *CURRENT SURVEY CONTROL
 SL1644  ___________________________________________________________________
 SL1644* NAD 83(1986)-  47 40 33.     (N)    096 47 41.     (W)     SCALED    
 SL1644* NAVD 88     -       264.170  (meters)     866.70   (feet)  ADJUSTED  
 SL1644  ___________________________________________________________________
 SL1644  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 SL1644  DYNAMIC HT  -         264.215 (meters)     866.85  (feet)  COMP
 SL1644  MODELED GRAV-     980,776.2   (mgal)                       NAVD 88
 SL1644
 SL1644  VERT ORDER  -  SECOND    CLASS I
 SL1644
 SL1644.The horizontal coordinates were scaled from a topographic map and have
 SL1644.an estimated accuracy of +/- 6 seconds.
 SL1644
 SL1644.The orthometric height was determined by differential leveling
 SL1644.and adjusted by the National Geodetic Survey in June 1991..
 SL1644
 SL1644.The geoid height was determined by GEOID03.
 SL1644
 SL1644.The dynamic height is computed by dividing the NAVD 88
 SL1644.geopotential number by the normal gravity value computed on the
 SL1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1644.degrees latitude (g = 980.6199 gals.).
 SL1644
 SL1644.The modeled gravity was interpolated from observed gravity values.
 SL1644
 SL1644;                    North         East    Units  Estimated Accuracy
 SL1644;SPC MN N     -   237,350.      522,690.      MT  (+/- 180 meters Scaled)
 SL1644
 SL1644                          SUPERSEDED SURVEY CONTROL
 SL1644
 SL1644.No superseded survey control is available for this station.
 SL1644
 SL1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT655826(NAD 83)
 SL1644_MARKER: DB = BENCH MARK DISK
 SL1644_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1644_SP_SET: ALUMINUM ALLOY ROD
 SL1644_STAMPING: 6012 AH 1987
 SL1644_MARK LOGO: MNDT  
 SL1644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1644
 SL1644  HISTORY     - Date     Condition        Report By
 SL1644  HISTORY     - 1987     MONUMENTED       MNDT
 SL1644
 SL1644                          STATION DESCRIPTION
 SL1644
 SL1644'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1644'4.8 MI NNE FROM CLIMAX.
 SL1644'THE MARK IS LOCATED ABOUT 4-3/4 MILES NORTH-NORTHEAST OF THE TOWN OF
 SL1644'CLIMAX, IN THE SE 1/4 OF SECTION 34, T149N, R48W, NEAR A FIELD
 SL1644'ENTRANCE ON THE NORTHWEST RIGHT-OF-WAY OF TRUNK HIGHWAY 75 AT
 SL1644'MILEPOINT 307.75, 5.1 MILES NORTH ALONG TRUNK HIGHWAY 75 FROM ITS
 SL1644'JUNCTION WITH TRUNK HIGHWAY 220 IN CLIMAX.  THE MARK, A STANDARD MNDT
 SL1644'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---6012 AH 1987---, IS
 SL1644'SET ON THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 40 FOOT LONG ALUMINUM
 SL1644'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 1 FOOT
 SL1644'ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK IS 78.8 FEET NORTHWEST OF
 SL1644'THE CENTERLINE OF TRUNK HIGHWAY 75, 146 FEET SOUTHWEST OF THE CENTER
 SL1644'OF A FIELD ENTRANCE, 19.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 SL1644'BURLINGTON NORTHERN RAILROAD, 29.7 FEET EAST OF A STEEL POST, AND 2.5
 SL1644'FEET NORTH-NORTHWEST OF RAILROAD MILEPOST 56 AND A STEEL WITNESS
 SL1644'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1643 ***********************************************************************
 SL1643  DESIGNATION -  6012 AJ
 SL1643  PID         -  SL1643
 SL1643  STATE/COUNTY-  MN/POLK
 SL1643  USGS QUAD   -  ELDRED (1964)
 SL1643
 SL1643                         *CURRENT SURVEY CONTROL
 SL1643  ___________________________________________________________________
 SL1643* NAD 83(1986)-  47 40 53.     (N)    096 46 51.     (W)     SCALED    
 SL1643* NAVD 88     -       263.625  (meters)     864.91   (feet)  ADJUSTED  
 SL1643  ___________________________________________________________________
 SL1643  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 SL1643  DYNAMIC HT  -         263.670 (meters)     865.06  (feet)  COMP
 SL1643  MODELED GRAV-     980,777.5   (mgal)                       NAVD 88
 SL1643
 SL1643  VERT ORDER  -  SECOND    CLASS I
 SL1643
 SL1643.The horizontal coordinates were scaled from a topographic map and have
 SL1643.an estimated accuracy of +/- 6 seconds.
 SL1643
 SL1643.The orthometric height was determined by differential leveling
 SL1643.and adjusted by the National Geodetic Survey in June 1991..
 SL1643
 SL1643.The geoid height was determined by GEOID03.
 SL1643
 SL1643.The dynamic height is computed by dividing the NAVD 88
 SL1643.geopotential number by the normal gravity value computed on the
 SL1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1643.degrees latitude (g = 980.6199 gals.).
 SL1643
 SL1643.The modeled gravity was interpolated from observed gravity values.
 SL1643
 SL1643;                    North         East    Units  Estimated Accuracy
 SL1643;SPC MN N     -   237,920.      523,760.      MT  (+/- 180 meters Scaled)
 SL1643
 SL1643                          SUPERSEDED SURVEY CONTROL
 SL1643
 SL1643.No superseded survey control is available for this station.
 SL1643
 SL1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT665832(NAD 83)
 SL1643_MARKER: DB = BENCH MARK DISK
 SL1643_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1643_SP_SET: ALUMINUM ALLOY ROD
 SL1643_STAMPING: 6012 AJ 1987
 SL1643_MARK LOGO: MNDT  
 SL1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1643
 SL1643  HISTORY     - Date     Condition        Report By
 SL1643  HISTORY     - 1987     MONUMENTED       MNDT
 SL1643
 SL1643                          STATION DESCRIPTION
 SL1643
 SL1643'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1643'5 MI NNE FROM CLIMAX.
 SL1643'THE MARK IS LOCATED ABOUT 5 MILES NORTH-NORTHEAST OF THE TOWN OF
 SL1643'CLIMAX, IN THE NW 1/4 OF SECTION 35, T149N, R48W, NEAR AN ENTRANCE ON
 SL1643'THE SOUTHEAST RIGHT-OF-WAY OF TRUNK HIGHWAY 75 AT MILEPOINT 308.55,
 SL1643'5.9 MILES NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH TRUNK
 SL1643'HIGHWAY 220 IN CLIMAX.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 SL1643'CONTROL MONUMENT DISK STAMPED---6012 AJ 1987---, IS SET ON THE TOP OF
 SL1643'A DRIVEN 3/4 INCH DIAMETER BY 45 FOOT LONG ALUMINUM ROD THAT IS FLUSH
 SL1643'WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.  THE
 SL1643'MARK IS 48.9 FEET SOUTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 75, 43
 SL1643'FEET NORTHEAST OF THE CENTER OF AN ENTRANCE, 155 FEET NORTHEAST OF
 SL1643'THE EAST 1 OF 2 POWER POLES WITH 2 LARGE TRANSFORMERS, 63 FEET WEST
 SL1643'OF A POWER POLE WITH A LIGHT, AND 1.7 FEET SOUTHWEST OF A POWER POLE
 SL1643'WITH A WITNESS SIGN ATTACHED.  A MAGNET IN THE DISK MAKES THE MARK
 SL1643'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1641 ***********************************************************************
 SL1641  DESIGNATION -  6012 AK
 SL1641  PID         -  SL1641
 SL1641  STATE/COUNTY-  MN/POLK
 SL1641  USGS QUAD   -  ELDRED (1964)
 SL1641
 SL1641                         *CURRENT SURVEY CONTROL
 SL1641  ___________________________________________________________________
 SL1641* NAD 83(1986)-  47 41 27.     (N)    096 45 38.     (W)     SCALED    
 SL1641* NAVD 88     -       263.965  (meters)     866.03   (feet)  ADJUSTED  
 SL1641  ___________________________________________________________________
 SL1641  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 SL1641  DYNAMIC HT  -         264.011 (meters)     866.18  (feet)  COMP
 SL1641  MODELED GRAV-     980,780.1   (mgal)                       NAVD 88
 SL1641
 SL1641  VERT ORDER  -  SECOND    CLASS I
 SL1641
 SL1641.The horizontal coordinates were scaled from a topographic map and have
 SL1641.an estimated accuracy of +/- 6 seconds.
 SL1641
 SL1641.The orthometric height was determined by differential leveling
 SL1641.and adjusted by the National Geodetic Survey in June 1991..
 SL1641
 SL1641.The geoid height was determined by GEOID03.
 SL1641
 SL1641.The dynamic height is computed by dividing the NAVD 88
 SL1641.geopotential number by the normal gravity value computed on the
 SL1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1641.degrees latitude (g = 980.6199 gals.).
 SL1641
 SL1641.The modeled gravity was interpolated from observed gravity values.
 SL1641
 SL1641;                    North         East    Units  Estimated Accuracy
 SL1641;SPC MN N     -   238,890.      525,330.      MT  (+/- 180 meters Scaled)
 SL1641
 SL1641                          SUPERSEDED SURVEY CONTROL
 SL1641
 SL1641.No superseded survey control is available for this station.
 SL1641
 SL1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT680843(NAD 83)
 SL1641_MARKER: DB = BENCH MARK DISK
 SL1641_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1641_SP_SET: ALUMINUM ALLOY ROD
 SL1641_STAMPING: 6012 AK 1987
 SL1641_MARK LOGO: MNDT  
 SL1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1641
 SL1641  HISTORY     - Date     Condition        Report By
 SL1641  HISTORY     - 1987     MONUMENTED       MNDT
 SL1641
 SL1641                          STATION DESCRIPTION
 SL1641
 SL1641'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1641'7 MI NNE FROM CLIMAX.
 SL1641'THE MARK IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF THE TOWN OF
 SL1641'CLIMAX, IN THE SE 1/4 OF SECTION 26, T149N, R48W, IN THE NORTHWEST
 SL1641'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 75 AND A NORTH-SOUTH
 SL1641'GRAVEL ROAD, 7.0 MILES NORTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION
 SL1641'WITH TRUNK HIGHWAY 220 IN CLIMAX.  THE MARK, A STANDARD MNDT ALUMINUM
 SL1641'VERTICAL CONTROL MONUMENT DISK STAMPED---6012 AK 1987---, IS SET ON
 SL1641'THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 45 FOOT LONG ALUMINUM ROD
 SL1641'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW
 SL1641'THE LEVEL OF TRUNK HIGHWAY 75.  THE MARK IS 82.0 FEET NORTHWEST OF
 SL1641'THE CENTERLINE OF TRUNK HIGHWAY 75 AT MILEPOINT 309.65, 50 FEET WEST
 SL1641'OF THE CENTER OF A GRAVEL ROAD, 16.0 FEET SOUTHEAST OF THE SOUTHEAST
 SL1641'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 3.7 FEET WEST OF A RAILROAD
 SL1641'SIGN, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  A MAGNET IN THE
 SL1641'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1639 ***********************************************************************
 SL1639  DESIGNATION -  6012 AL
 SL1639  PID         -  SL1639
 SL1639  STATE/COUNTY-  MN/POLK
 SL1639  USGS QUAD   -  GIRARD (1964)
 SL1639
 SL1639                         *CURRENT SURVEY CONTROL
 SL1639  ___________________________________________________________________
 SL1639* NAD 83(1986)-  47 42 01.     (N)    096 44 25.     (W)     SCALED    
 SL1639* NAVD 88     -       263.598  (meters)     864.82   (feet)  ADJUSTED  
 SL1639  ___________________________________________________________________
 SL1639  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 SL1639  DYNAMIC HT  -         263.645 (meters)     864.98  (feet)  COMP
 SL1639  MODELED GRAV-     980,782.7   (mgal)                       NAVD 88
 SL1639
 SL1639  VERT ORDER  -  SECOND    CLASS I
 SL1639
 SL1639.The horizontal coordinates were scaled from a topographic map and have
 SL1639.an estimated accuracy of +/- 6 seconds.
 SL1639
 SL1639.The orthometric height was determined by differential leveling
 SL1639.and adjusted by the National Geodetic Survey in June 1991..
 SL1639
 SL1639.The geoid height was determined by GEOID03.
 SL1639
 SL1639.The dynamic height is computed by dividing the NAVD 88
 SL1639.geopotential number by the normal gravity value computed on the
 SL1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1639.degrees latitude (g = 980.6199 gals.).
 SL1639
 SL1639.The modeled gravity was interpolated from observed gravity values.
 SL1639
 SL1639;                    North         East    Units  Estimated Accuracy
 SL1639;SPC MN N     -   239,870.      526,900.      MT  (+/- 180 meters Scaled)
 SL1639
 SL1639                          SUPERSEDED SURVEY CONTROL
 SL1639
 SL1639.No superseded survey control is available for this station.
 SL1639
 SL1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT695854(NAD 83)
 SL1639_MARKER: DB = BENCH MARK DISK
 SL1639_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1639_SP_SET: ALUMINUM ALLOY ROD
 SL1639_STAMPING: 6012 AL 1987
 SL1639_MARK LOGO: MNDT  
 SL1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1639
 SL1639  HISTORY     - Date     Condition        Report By
 SL1639  HISTORY     - 1987     MONUMENTED       MNDT
 SL1639
 SL1639                          STATION DESCRIPTION
 SL1639
 SL1639'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1639'8.5 MI NE FROM CLIMAX.
 SL1639'THE MARK IS LOCATED ABOUT 8-1/2 MILES NORTH-NORTHEAST OF THE TOWN OF
 SL1639'CLIMAX, IN THE NE 1/4 OF SECTION 25, T149N, R48W, ALONG THE
 SL1639'BURLINGTON NORTHERN RAILROAD, ON THE NORTHWEST RIGHT-OF-WAY OF TRUNK
 SL1639'HIGHWAY 75 AT MILEPOINT 310.75, 8.1 MILES NORTH ALONG TRUNK HIGHWAY
 SL1639'75 FROM ITS JUNCTION WITH TRUNK HIGHWAY 220 IN CLIMAX.  THE MARK, A
 SL1639'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---6012
 SL1639'AL 1987---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 25
 SL1639'FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND
 SL1639'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 77.1
 SL1639'FEET NORTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 75, 20.6 FEET
 SL1639'SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD, 3.0 FEET NORTH OF
 SL1639'RAILROAD MILEPOST 59, 3.8 FEET SOUTH OF A STEEL POST, AND 1.1 FEET
 SL1639'SOUTHWEST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE
 SL1639'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1637 ***********************************************************************
 SL1637  DESIGNATION -  6012 AM
 SL1637  PID         -  SL1637
 SL1637  STATE/COUNTY-  MN/POLK
 SL1637  USGS QUAD   -  GIRARD (1964)
 SL1637
 SL1637                         *CURRENT SURVEY CONTROL
 SL1637  ___________________________________________________________________
 SL1637* NAD 83(1986)-  47 42 35.     (N)    096 43 05.     (W)     SCALED    
 SL1637* NAVD 88     -       263.659  (meters)     865.02   (feet)  ADJUSTED  
 SL1637  ___________________________________________________________________
 SL1637  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 SL1637  DYNAMIC HT  -         263.706 (meters)     865.18  (feet)  COMP
 SL1637  MODELED GRAV-     980,782.5   (mgal)                       NAVD 88
 SL1637
 SL1637  VERT ORDER  -  SECOND    CLASS I
 SL1637
 SL1637.The horizontal coordinates were scaled from a topographic map and have
 SL1637.an estimated accuracy of +/- 6 seconds.
 SL1637
 SL1637.The orthometric height was determined by differential leveling
 SL1637.and adjusted by the National Geodetic Survey in June 1991..
 SL1637
 SL1637.The geoid height was determined by GEOID03.
 SL1637
 SL1637.The dynamic height is computed by dividing the NAVD 88
 SL1637.geopotential number by the normal gravity value computed on the
 SL1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1637.degrees latitude (g = 980.6199 gals.).
 SL1637
 SL1637.The modeled gravity was interpolated from observed gravity values.
 SL1637
 SL1637;                    North         East    Units  Estimated Accuracy
 SL1637;SPC MN N     -   240,840.      528,620.      MT  (+/- 180 meters Scaled)
 SL1637
 SL1637                          SUPERSEDED SURVEY CONTROL
 SL1637
 SL1637.No superseded survey control is available for this station.
 SL1637
 SL1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT711865(NAD 83)
 SL1637_MARKER: DB = BENCH MARK DISK
 SL1637_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1637_SP_SET: ALUMINUM ALLOY ROD
 SL1637_STAMPING: 6012 AM 1987
 SL1637_MARK LOGO: MNDT  
 SL1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1637
 SL1637  HISTORY     - Date     Condition        Report By
 SL1637  HISTORY     - 1987     MONUMENTED       MNDT
 SL1637
 SL1637                          STATION DESCRIPTION
 SL1637
 SL1637'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1637'8 MI SW FROM CROOKSTON.
 SL1637'THE MARK IS LOCATED ABOUT 8 MILES SOUTHWEST OF THE TOWN OF CROOKSTON,
 SL1637'IN THE SE 1/4 OF SECTION 19, T149N, R47W, IN THE NORTHWEST QUADRANT
 SL1637'OF THE INTERSECTION OF TRUNK HIGHWAY 75 AND A NORTH-SOUTH GRAVEL
 SL1637'ROAD, 7.45 MILES SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS SOUTH JUNCTION
 SL1637'WITH TRUNK HIGHWAY 2 IN CROOKSTON.  THE MARK, A STANDARD MNDT
 SL1637'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---6012 AM 1987---, IS
 SL1637'SET ON THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 25 FOOT LONG ALUMINUM
 SL1637'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 3 FEET
 SL1637'BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 78.3 FEET NORTHWEST OF
 SL1637'THE CENTERLINE OF TRUNK HIGHWAY 75 AT MILEPOINT 312.0, 44.5 FEET WEST
 SL1637'OF THE CENTER OF A GRAVEL ROAD, 18.9 FEET SOUTHEAST OF THE SOUTHEAST
 SL1637'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 43.9 FEET NORTHEAST OF A
 SL1637'POWER POLE, 42.6 FEET NORTH OF A WOODEN UNDERGROUND CABLE MARKER
 SL1637'POST, AND 0.7 FOOT SOUTHEAST OF A STEEL WITNESS POST.  A MAGNET IN
 SL1637'THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1635 ***********************************************************************
 SL1635  DESIGNATION -  6012 AN
 SL1635  PID         -  SL1635
 SL1635  STATE/COUNTY-  MN/POLK
 SL1635  USGS QUAD   -  GIRARD (1964)
 SL1635
 SL1635                         *CURRENT SURVEY CONTROL
 SL1635  ___________________________________________________________________
 SL1635* NAD 83(1986)-  47 43 20.     (N)    096 41 29.     (W)     SCALED    
 SL1635* NAVD 88     -       265.327  (meters)     870.49   (feet)  ADJUSTED  
 SL1635  ___________________________________________________________________
 SL1635  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 SL1635  DYNAMIC HT  -         265.374 (meters)     870.65  (feet)  COMP
 SL1635  MODELED GRAV-     980,780.6   (mgal)                       NAVD 88
 SL1635
 SL1635  VERT ORDER  -  SECOND    CLASS I
 SL1635
 SL1635.The horizontal coordinates were scaled from a topographic map and have
 SL1635.an estimated accuracy of +/- 6 seconds.
 SL1635
 SL1635.The orthometric height was determined by differential leveling
 SL1635.and adjusted by the National Geodetic Survey in June 1991..
 SL1635
 SL1635.The geoid height was determined by GEOID03.
 SL1635
 SL1635.The dynamic height is computed by dividing the NAVD 88
 SL1635.geopotential number by the normal gravity value computed on the
 SL1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1635.degrees latitude (g = 980.6199 gals.).
 SL1635
 SL1635.The modeled gravity was interpolated from observed gravity values.
 SL1635
 SL1635;                    North         East    Units  Estimated Accuracy
 SL1635;SPC MN N     -   242,140.      530,680.      MT  (+/- 180 meters Scaled)
 SL1635
 SL1635                          SUPERSEDED SURVEY CONTROL
 SL1635
 SL1635.No superseded survey control is available for this station.
 SL1635
 SL1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT731880(NAD 83)
 SL1635_MARKER: DB = BENCH MARK DISK
 SL1635_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1635_SP_SET: ALUMINUM ALLOY ROD
 SL1635_STAMPING: 6012 AN 1987
 SL1635_MARK LOGO: MNDT  
 SL1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1635
 SL1635  HISTORY     - Date     Condition        Report By
 SL1635  HISTORY     - 1987     MONUMENTED       MNDT
 SL1635
 SL1635                          STATION DESCRIPTION
 SL1635
 SL1635'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1635'5.2 MI SW FROM CROOKSTON.
 SL1635'THE MARK IS LOCATED ABOUT 5-1/4 MILES SOUTHWEST OF THE TOWN OF
 SL1635'CROOKSTON, IN THE SW 1/4 OF SECTION 16, T149N, R47W, AT A FIELD
 SL1635'ENTRANCE ON THE NORTHWEST RIGHT-OF-WAY OF TRUNK HIGHWAY 75 AT
 SL1635'MILEPOINT 313.5, 6.0 MILES SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS
 SL1635'SOUTH JUNCTION WITH TRUNK HIGHWAY 2 IN CROOKSTON.  THE MARK, A
 SL1635'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---6012
 SL1635'AN 1987---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 25
 SL1635'FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND
 SL1635'AND ABOUT LEVEL WITH THE HIGHWAY.  THE MARK IS 83.4 FEET NORTHWEST OF
 SL1635'THE CENTERLINE OF TRUNK HIGHWAY 75, 15.2 FEET SOUTHWEST OF THE CENTER
 SL1635'OF A FIELD ENTRANCE, 14.0 FEET SOUTHEAST OF THE SOUTH RAIL OF THE
 SL1635'BURLINGTON NORTHERN RAILROAD, AND 6.9 FEET NORTH-NORTHEAST OF A STEEL
 SL1635'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1634 ***********************************************************************
 SL1634  DESIGNATION -  6012 AP
 SL1634  PID         -  SL1634
 SL1634  STATE/COUNTY-  MN/POLK
 SL1634  USGS QUAD   -  GIRARD (1964)
 SL1634
 SL1634                         *CURRENT SURVEY CONTROL
 SL1634  ___________________________________________________________________
 SL1634* NAD 83(1986)-  47 43 36.     (N)    096 40 43.     (W)     SCALED    
 SL1634* NAVD 88     -       264.699  (meters)     868.43   (feet)  ADJUSTED  
 SL1634  ___________________________________________________________________
 SL1634  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 SL1634  DYNAMIC HT  -         264.745 (meters)     868.58  (feet)  COMP
 SL1634  MODELED GRAV-     980,779.6   (mgal)                       NAVD 88
 SL1634
 SL1634  VERT ORDER  -  SECOND    CLASS I
 SL1634
 SL1634.The horizontal coordinates were scaled from a topographic map and have
 SL1634.an estimated accuracy of +/- 6 seconds.
 SL1634
 SL1634.The orthometric height was determined by differential leveling
 SL1634.and adjusted by the National Geodetic Survey in June 1991..
 SL1634
 SL1634.The geoid height was determined by GEOID03.
 SL1634
 SL1634.The dynamic height is computed by dividing the NAVD 88
 SL1634.geopotential number by the normal gravity value computed on the
 SL1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1634.degrees latitude (g = 980.6199 gals.).
 SL1634
 SL1634.The modeled gravity was interpolated from observed gravity values.
 SL1634
 SL1634;                    North         East    Units  Estimated Accuracy
 SL1634;SPC MN N     -   242,590.      531,660.      MT  (+/- 180 meters Scaled)
 SL1634
 SL1634                          SUPERSEDED SURVEY CONTROL
 SL1634
 SL1634.No superseded survey control is available for this station.
 SL1634
 SL1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT740885(NAD 83)
 SL1634_MARKER: DB = BENCH MARK DISK
 SL1634_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1634_SP_SET: ALUMINUM ALLOY ROD
 SL1634_STAMPING: 6012 AP 1987
 SL1634_MARK LOGO: MNDT  
 SL1634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1634
 SL1634  HISTORY     - Date     Condition        Report By
 SL1634  HISTORY     - 1987     MONUMENTED       MNDT
 SL1634
 SL1634                          STATION DESCRIPTION
 SL1634
 SL1634'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1634'5 MI SW FROM CROOKSTON.
 SL1634'THE MARK IS LOCATED ABOUT 5 MILES SOUTHWEST OF THE TOWN OF CROOKSTON,
 SL1634'IN THE NE 1/4 OF SECTION 16, T149N, R47W, ON THE NORTHWEST
 SL1634'RIGHT-OF-WAY OF TRUNK HIGHWAY 75 AT MILEPOINT 314.2, 5.3 MILES SOUTH
 SL1634'ALONG TRUNK HIGHWAY 75 FROM ITS SOUTH JUNCTION WITH TRUNK HIGHWAY 2
 SL1634'IN CROOKSTON.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 SL1634'MONUMENT DISK STAMPED---6012 AP 1987---, IS SET ON THE TOP OF A
 SL1634'DRIVEN 3/4 INCH DIAMETER BY 45 FOOT LONG ALUMINUM ROD THAT IS FLUSH
 SL1634'WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.  THE
 SL1634'MARK IS 112.4 FEET NORTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 75,
 SL1634'30.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE BURLINGTON NORTHERN
 SL1634'RAILROAD, 54.7 FEET WEST-NORTHWEST OF TELEPHONE CABLE MARKER POST
 SL1634'NUMBER 850-10, 13.5 FEET SOUTH-SOUTHWEST OF A RAILROAD SIGNPOST, AND
 SL1634'1.5 FEET WEST-SOUTHWEST OF A STEEL WITNESS POST.  A MAGNET IN THE
 SL1634'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1631 ***********************************************************************
 SL1631  DESIGNATION -  6012 AQ
 SL1631  PID         -  SL1631
 SL1631  STATE/COUNTY-  MN/POLK
 SL1631  USGS QUAD   -  GIRARD (1964)
 SL1631
 SL1631                         *CURRENT SURVEY CONTROL
 SL1631  ___________________________________________________________________
 SL1631* NAD 83(1986)-  47 44 24.     (N)    096 38 11.     (W)     SCALED    
 SL1631* NAVD 88     -       266.733  (meters)     875.11   (feet)  ADJUSTED  
 SL1631  ___________________________________________________________________
 SL1631  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 SL1631  DYNAMIC HT  -         266.779 (meters)     875.26  (feet)  COMP
 SL1631  MODELED GRAV-     980,777.2   (mgal)                       NAVD 88
 SL1631
 SL1631  VERT ORDER  -  SECOND    CLASS I
 SL1631
 SL1631.The horizontal coordinates were scaled from a topographic map and have
 SL1631.an estimated accuracy of +/- 6 seconds.
 SL1631
 SL1631.The orthometric height was determined by differential leveling
 SL1631.and adjusted by the National Geodetic Survey in June 1991..
 SL1631
 SL1631.The geoid height was determined by GEOID03.
 SL1631
 SL1631.The dynamic height is computed by dividing the NAVD 88
 SL1631.geopotential number by the normal gravity value computed on the
 SL1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1631.degrees latitude (g = 980.6199 gals.).
 SL1631
 SL1631.The modeled gravity was interpolated from observed gravity values.
 SL1631
 SL1631;                    North         East    Units  Estimated Accuracy
 SL1631;SPC MN N     -   243,920.      534,890.      MT  (+/- 180 meters Scaled)
 SL1631
 SL1631                          SUPERSEDED SURVEY CONTROL
 SL1631
 SL1631.No superseded survey control is available for this station.
 SL1631
 SL1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT771901(NAD 83)
 SL1631_MARKER: DB = BENCH MARK DISK
 SL1631_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1631_SP_SET: ALUMINUM ALLOY ROD
 SL1631_STAMPING: 6012 AQ 1987
 SL1631_MARK LOGO: MNDT  
 SL1631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1631
 SL1631  HISTORY     - Date     Condition        Report By
 SL1631  HISTORY     - 1987     MONUMENTED       MNDT
 SL1631
 SL1631                          STATION DESCRIPTION
 SL1631
 SL1631'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1631'3.5 MI SSW FROM CROOKSTON.
 SL1631'THE MARK IS LOCATED ABOUT 3-1/2 MILES SOUTH-SOUTHWEST OF THE TOWN OF
 SL1631'CROOKSTON, IN THE NE 1/4 OF SECTION 11, T149N, R47W, ON THE SOUTH
 SL1631'RIGHT-OF-WAY OF TRUNK HIGHWAY 75 AT MILEPOINT 316.4, 3.1 MILES SOUTH
 SL1631'ALONG TRUNK HIGHWAY 75 FROM ITS SOUTH JUNCTION WITH TRUNK HIGHWAY 2
 SL1631'IN CROOKSTON.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 SL1631'MONUMENT DISK STAMPED---6012 AQ 1987---, IS SET ON THE TOP OF A
 SL1631'DRIVEN 3/4 INCH DIAMETER BY 30 FOOT LONG ALUMINUM ROD THAT IS FLUSH
 SL1631'WITH THE SURFACE OF THE GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF
 SL1631'THE HIGHWAY.  THE MARK IS 75.3 FEET SOUTH OF THE CENTERLINE OF TRUNK
 SL1631'HIGHWAY 75 AND 2.2 FEET EAST OF A STEEL RIGHT-OF-WAY AND WITNESS
 SL1631'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1630 ***********************************************************************
 SL1630  DESIGNATION -  6012 AR
 SL1630  PID         -  SL1630
 SL1630  STATE/COUNTY-  MN/POLK
 SL1630  USGS QUAD   -  CROOKSTON SW (1982)
 SL1630
 SL1630                         *CURRENT SURVEY CONTROL
 SL1630  ___________________________________________________________________
 SL1630* NAD 83(1986)-  47 45 32.     (N)    096 37 56.     (W)     SCALED    
 SL1630* NAVD 88     -       267.532  (meters)     877.73   (feet)  ADJUSTED  
 SL1630  ___________________________________________________________________
 SL1630  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 SL1630  DYNAMIC HT  -         267.579 (meters)     877.88  (feet)  COMP
 SL1630  MODELED GRAV-     980,779.8   (mgal)                       NAVD 88
 SL1630
 SL1630  VERT ORDER  -  SECOND    CLASS I
 SL1630
 SL1630.The horizontal coordinates were scaled from a topographic map and have
 SL1630.an estimated accuracy of +/- 6 seconds.
 SL1630
 SL1630.The orthometric height was determined by differential leveling
 SL1630.and adjusted by the National Geodetic Survey in June 1991..
 SL1630
 SL1630.The geoid height was determined by GEOID03.
 SL1630
 SL1630.The dynamic height is computed by dividing the NAVD 88
 SL1630.geopotential number by the normal gravity value computed on the
 SL1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1630.degrees latitude (g = 980.6199 gals.).
 SL1630
 SL1630.The modeled gravity was interpolated from observed gravity values.
 SL1630
 SL1630;                    North         East    Units  Estimated Accuracy
 SL1630;SPC MN N     -   246,000.      535,300.      MT  (+/- 180 meters Scaled)
 SL1630
 SL1630                          SUPERSEDED SURVEY CONTROL
 SL1630
 SL1630.No superseded survey control is available for this station.
 SL1630
 SL1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT774922(NAD 83)
 SL1630_MARKER: DB = BENCH MARK DISK
 SL1630_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1630_SP_SET: ALUMINUM ALLOY ROD
 SL1630_STAMPING: 6012 AR 1987
 SL1630_MARK LOGO: MNDT  
 SL1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1630
 SL1630  HISTORY     - Date     Condition        Report By
 SL1630  HISTORY     - 1987     MONUMENTED       MNDT
 SL1630
 SL1630                          STATION DESCRIPTION
 SL1630
 SL1630'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1630'1.5 MI SW FROM CROOKSTON.
 SL1630'THE MARK IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF THE TOWN OF
 SL1630'CROOKSTON, IN THE NW 1/4 OF SECTION 2, T149N, R47W, ON THE WEST
 SL1630'RIGHT-OF-WAY OF TRUNK HIGHWAY 75 AT MILEPOINT 317.65, 1.85 MILES
 SL1630'SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS SOUTH JUNCTION WITH TRUNK
 SL1630'HIGHWAY 2 IN CROOKSTON.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 SL1630'CONTROL MONUMENT DISK STAMPED---6012 AR 1987---, IS SET ON THE TOP OF
 SL1630'A DRIVEN 3/4 INCH DIAMETER BY 50 FOOT LONG ALUMINUM ROD THAT IS
 SL1630'BURIED 0.1 FOOT BELOW THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET
 SL1630'BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 77.1 FEET WEST OF THE
 SL1630'CENTERLINE OF TRUNK HIGHWAY 75, 93.0 FEET EAST OF THE MOST EASTERLY
 SL1630'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 2.3 FEET SOUTH OF POWER
 SL1630'POLE NUMBER 15, AND 0.9 FOOT NORTH OF A STEEL WITNESS POST.  A MAGNET
 SL1630'IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1629 ***********************************************************************
 SL1629  DESIGNATION -  6012 AS
 SL1629  PID         -  SL1629
 SL1629  STATE/COUNTY-  MN/POLK
 SL1629  USGS QUAD   -  CROOKSTON SW (1982)
 SL1629
 SL1629                         *CURRENT SURVEY CONTROL
 SL1629  ___________________________________________________________________
 SL1629* NAD 83(1986)-  47 46 03.     (N)    096 37 34.     (W)     SCALED    
 SL1629* NAVD 88     -       268.560  (meters)     881.10   (feet)  ADJUSTED  
 SL1629  ___________________________________________________________________
 SL1629  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 SL1629  DYNAMIC HT  -         268.607 (meters)     881.25  (feet)  COMP
 SL1629  MODELED GRAV-     980,780.8   (mgal)                       NAVD 88
 SL1629
 SL1629  VERT ORDER  -  SECOND    CLASS I
 SL1629
 SL1629.The horizontal coordinates were scaled from a topographic map and have
 SL1629.an estimated accuracy of +/- 6 seconds.
 SL1629
 SL1629.The orthometric height was determined by differential leveling
 SL1629.and adjusted by the National Geodetic Survey in June 1991..
 SL1629
 SL1629.The geoid height was determined by GEOID03.
 SL1629
 SL1629.The dynamic height is computed by dividing the NAVD 88
 SL1629.geopotential number by the normal gravity value computed on the
 SL1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1629.degrees latitude (g = 980.6199 gals.).
 SL1629
 SL1629.The modeled gravity was interpolated from observed gravity values.
 SL1629
 SL1629;                    North         East    Units  Estimated Accuracy
 SL1629;SPC MN N     -   246,940.      535,800.      MT  (+/- 180 meters Scaled)
 SL1629
 SL1629                          SUPERSEDED SURVEY CONTROL
 SL1629
 SL1629.No superseded survey control is available for this station.
 SL1629
 SL1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT778931(NAD 83)
 SL1629_MARKER: DB = BENCH MARK DISK
 SL1629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL1629_SP_SET: SIGN BASE
 SL1629_STAMPING: 6012 AS 1987
 SL1629_MARK LOGO: MNDT  
 SL1629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL1629
 SL1629  HISTORY     - Date     Condition        Report By
 SL1629  HISTORY     - 1987     MONUMENTED       MNDT
 SL1629
 SL1629                          STATION DESCRIPTION
 SL1629
 SL1629'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1629'1 MI SW FROM CROOKSTON.
 SL1629'THE MARK IS LOCATED NEAR THE SOUTHWEST CORNER OF THE TOWN OF
 SL1629'CROOKSTON, IN THE SW 1/4 OF SECTION 36, T150N, R47W, ABOUT 1 MILE
 SL1629'SOUTHWEST OF DOWNTOWN CROOKSTON, IN THE SOUTHEAST QUADRANT OF THE
 SL1629'INTERSECTION OF TRUNK HIGHWAY 75 AND MARIN AVENUE, 1.0 MILE SOUTHERLY
 SL1629'ALONG TRUNK HIGHWAY 75 FROM ITS SOUTH JUNCTION WITH TRUNK HIGHWAY 2
 SL1629'IN CROOKSTON, IN THE NORTHWEST CORNER OF A 5-1/2 FOOT BY 14 FOOT
 SL1629'CONCRETE BASE FOR A SIGN IN THE PAMIDA PARKING LOT.  THE MARK, A
 SL1629'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---6012
 SL1629'AS 1987---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTHWEST
 SL1629'CORNER OF THE CONCRETE BASE FOR THE SIGN AND IS ABOUT 0.3 FOOT ABOVE
 SL1629'THE LEVEL OF THE GROUND.  THE MARK IS 93.2 FEET SOUTHEAST OF THE
 SL1629'CENTERLINE OF TRUNK HIGHWAY 75 AT MILEPOINT 318.45, 78.0 FEET SOUTH
 SL1629'OF THE CENTERLINE OF MARIN AVENUE, 48.3 FEET SOUTH OF POWER POLE
 SL1629'NUMBER 26 WITH A LIGHT, 0.8 FOOT SOUTH-SOUTHEAST AND 1.0 FOOT
 SL1629'EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE BASE FOR THE
 SL1629'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1690 ***********************************************************************
 SL1690  DESIGNATION -  6012 AT
 SL1690  PID         -  SL1690
 SL1690  STATE/COUNTY-  MN/POLK
 SL1690  USGS QUAD   -  CROOKSTON (1982)
 SL1690
 SL1690                         *CURRENT SURVEY CONTROL
 SL1690  ___________________________________________________________________
 SL1690* NAD 83(1986)-  47 45 16.     (N)    096 37 29.     (W)     SCALED    
 SL1690* NAVD 88     -       268.240  (meters)     880.05   (feet)  ADJUSTED  
 SL1690  ___________________________________________________________________
 SL1690  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 SL1690  DYNAMIC HT  -         268.286 (meters)     880.20  (feet)  COMP
 SL1690  MODELED GRAV-     980,778.6   (mgal)                       NAVD 88
 SL1690
 SL1690  VERT ORDER  -  SECOND    CLASS I
 SL1690
 SL1690.The horizontal coordinates were scaled from a topographic map and have
 SL1690.an estimated accuracy of +/- 6 seconds.
 SL1690
 SL1690.The orthometric height was determined by differential leveling
 SL1690.and adjusted by the National Geodetic Survey in June 1991..
 SL1690
 SL1690.The geoid height was determined by GEOID03.
 SL1690
 SL1690.The dynamic height is computed by dividing the NAVD 88
 SL1690.geopotential number by the normal gravity value computed on the
 SL1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1690.degrees latitude (g = 980.6199 gals.).
 SL1690
 SL1690.The modeled gravity was interpolated from observed gravity values.
 SL1690
 SL1690;                    North         East    Units  Estimated Accuracy
 SL1690;SPC MN N     -   245,480.      535,840.      MT  (+/- 180 meters Scaled)
 SL1690
 SL1690                          SUPERSEDED SURVEY CONTROL
 SL1690
 SL1690.No superseded survey control is available for this station.
 SL1690
 SL1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT780917(NAD 83)
 SL1690_MARKER: DB = BENCH MARK DISK
 SL1690_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1690_SP_SET: ALUMINUM ALLOY ROD
 SL1690_STAMPING: 6012 AT 1987
 SL1690_MARK LOGO: MNDT  
 SL1690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1690
 SL1690  HISTORY     - Date     Condition        Report By
 SL1690  HISTORY     - 1987     MONUMENTED       MNDT
 SL1690
 SL1690                          STATION DESCRIPTION
 SL1690
 SL1690'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1690'IN CROOKSTON.
 SL1690'THE MARK IS LOCATED NEAR THE SOUTHWEST EDGE OF THE TOWN OF CROOKSTON,
 SL1690'IN THE NW 1/4 OF SECTION 1, T149N, R47W, ALONG THE BURLINGTON
 SL1690'NORTHERN RAILROAD, 1.65 MILES SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS
 SL1690'SOUTH JUNCTION WITH TRUNK HIGHWAY 2 IN CROOKSTON, THENCE 0.5 MILE
 SL1690'EAST ON COUNTY ROAD 9, THENCE 0.45 MILE SOUTH-SOUTHWEST ON A GRAVEL
 SL1690'ROAD.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 SL1690'DISK STAMPED---6012 AT 1987---, IS SET ON THE TOP OF A DRIVEN 3/4
 SL1690'INCH DIAMETER BY 55 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 SL1690'SURFACE OF THE GROUND.  THE MARK IS 32.0 FEET EAST OF THE EAST RAIL
 SL1690'OF THE MAINLINE RAILROAD TRACK, 5.5 FEET EAST OF THE EAST RAIL OF A
 SL1690'SIDING TRACK, 4.6 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 SL1690'LARGE WAREHOUSE BUILDING, AND 36.5 FEET SOUTHWEST OF A POLE WITH A
 SL1690'LIGHT.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1671 ***********************************************************************
 SL1671  DESIGNATION -  6012 AU
 SL1671  PID         -  SL1671
 SL1671  STATE/COUNTY-  MN/POLK
 SL1671  USGS QUAD   -  CLIMAX (1964)
 SL1671
 SL1671                         *CURRENT SURVEY CONTROL
 SL1671  ___________________________________________________________________
 SL1671* NAD 83(1986)-  47 30 29.     (N)    096 48 55.     (W)     SCALED    
 SL1671* NAVD 88     -       264.667  (meters)     868.33   (feet)  ADJUSTED  
 SL1671  ___________________________________________________________________
 SL1671  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 SL1671  DYNAMIC HT  -         264.707 (meters)     868.46  (feet)  COMP
 SL1671  MODELED GRAV-     980,756.2   (mgal)                       NAVD 88
 SL1671
 SL1671  VERT ORDER  -  SECOND    CLASS I
 SL1671
 SL1671.The horizontal coordinates were scaled from a topographic map and have
 SL1671.an estimated accuracy of +/- 6 seconds.
 SL1671
 SL1671.The orthometric height was determined by differential leveling
 SL1671.and adjusted by the National Geodetic Survey in June 1991..
 SL1671
 SL1671.The geoid height was determined by GEOID03.
 SL1671
 SL1671.The dynamic height is computed by dividing the NAVD 88
 SL1671.geopotential number by the normal gravity value computed on the
 SL1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1671.degrees latitude (g = 980.6199 gals.).
 SL1671
 SL1671.The modeled gravity was interpolated from observed gravity values.
 SL1671
 SL1671;                    North         East    Units  Estimated Accuracy
 SL1671;SPC MN N     -   218,790.      520,250.      MT  (+/- 180 meters Scaled)
 SL1671
 SL1671                          SUPERSEDED SURVEY CONTROL
 SL1671
 SL1671.No superseded survey control is available for this station.
 SL1671
 SL1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT645639(NAD 83)
 SL1671_MARKER: DB = BENCH MARK DISK
 SL1671_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1671_SP_SET: ALUMINUM ALLOY ROD
 SL1671_STAMPING: 6012 AU 1987
 SL1671_MARK LOGO: MNDT  
 SL1671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1671
 SL1671  HISTORY     - Date     Condition        Report By
 SL1671  HISTORY     - 1987     MONUMENTED       MNDT
 SL1671
 SL1671                          STATION DESCRIPTION
 SL1671
 SL1671'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1671'1.3 MI SOUTH FROM NIELSVILLE.
 SL1671'THE MARK IS LOCATED ABOUT 1-1/4 MILES SOUTH OF THE TOWN OF
 SL1671'NIELSVILLE, IN THE NW 1/4 OF SECTION 32, T147N, R48W, ON THE EAST
 SL1671'RIGHT-OF-WAY OF TRUNK HIGHWAY 75 AT MILEPOINT 295.7, 1.4 MILES SOUTH
 SL1671'ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY ROAD 1 IN
 SL1671'NIELSVILLE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 SL1671'MONUMENT DISK STAMPED---6012 AU 1987---, IS SET ON THE TOP OF A
 SL1671'DRIVEN 3/4 INCH DIAMETER BY 25 FOOT LONG ALUMINUM ROD THAT IS FLUSH
 SL1671'WITH THE SURFACE OF THE GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF
 SL1671'THE HIGHWAY.  THE MARK IS 80.9 FEET EAST OF THE CENTERLINE OF TRUNK
 SL1671'HIGHWAY 75, 5.9 FEET EAST-NORTHEAST OF AN UNDERGROUND CABLE MARKER
 SL1671'POST, AND 0.7 FOOT WEST OF A STEEL WITNESS POST.  A MAGNET IN THE
 SL1671'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1670 ***********************************************************************
 SL1670  DESIGNATION -  6012 AV
 SL1670  PID         -  SL1670
 SL1670  STATE/COUNTY-  MN/POLK
 SL1670  USGS QUAD   -  CLIMAX (1964)
 SL1670
 SL1670                         *CURRENT SURVEY CONTROL
 SL1670  ___________________________________________________________________
 SL1670* NAD 83(1986)-  47 31 12.     (N)    096 48 58.     (W)     SCALED    
 SL1670* NAVD 88     -       265.699  (meters)     871.71   (feet)  ADJUSTED  
 SL1670  ___________________________________________________________________
 SL1670  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 SL1670  DYNAMIC HT  -         265.739 (meters)     871.85  (feet)  COMP
 SL1670  MODELED GRAV-     980,757.1   (mgal)                       NAVD 88
 SL1670
 SL1670  VERT ORDER  -  SECOND    CLASS I
 SL1670
 SL1670.The horizontal coordinates were scaled from a topographic map and have
 SL1670.an estimated accuracy of +/- 6 seconds.
 SL1670
 SL1670.The orthometric height was determined by differential leveling
 SL1670.and adjusted by the National Geodetic Survey in June 1991..
 SL1670
 SL1670.The geoid height was determined by GEOID03.
 SL1670
 SL1670.The dynamic height is computed by dividing the NAVD 88
 SL1670.geopotential number by the normal gravity value computed on the
 SL1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1670.degrees latitude (g = 980.6199 gals.).
 SL1670
 SL1670.The modeled gravity was interpolated from observed gravity values.
 SL1670
 SL1670;                    North         East    Units  Estimated Accuracy
 SL1670;SPC MN N     -   220,120.      520,250.      MT  (+/- 180 meters Scaled)
 SL1670
 SL1670                          SUPERSEDED SURVEY CONTROL
 SL1670
 SL1670.No superseded survey control is available for this station.
 SL1670
 SL1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT644652(NAD 83)
 SL1670_MARKER: DB = BENCH MARK DISK
 SL1670_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1670_SP_SET: ALUMINUM ALLOY ROD
 SL1670_STAMPING: 6012 AV 1987
 SL1670_MARK LOGO: MNDT  
 SL1670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1670
 SL1670  HISTORY     - Date     Condition        Report By
 SL1670  HISTORY     - 1987     MONUMENTED       MNDT
 SL1670
 SL1670                          STATION DESCRIPTION
 SL1670
 SL1670'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1670'0.5 MI SOUTH FROM NIELSVILLE.
 SL1670'THE MARK IS LOCATED ABOUT 1/2 MILE SOUTH OF THE TOWN OF NIELSVILLE,
 SL1670'IN THE SE 1/4 OF SECTION 30, T147N, R48W, ALONG THE BURLINGTON
 SL1670'NORTHERN RAILROAD, NEAR A FIELD ENTRANCE ON THE WEST RIGHT-OF-WAY OF
 SL1670'TRUNK HIGHWAY 75 AT MILEPOINT 296.55, 0.55 MILE SOUTH ALONG TRUNK
 SL1670'HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY ROAD 1 IN NIELSVILLE.  THE
 SL1670'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 SL1670'STAMPED---6012 AV 1987---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 SL1670'DIAMETER BY 45 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 SL1670'OF THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.  THE MARK IS 85.9
 SL1670'FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 75, 12.6 FEET EAST OF
 SL1670'THE EAST RAIL OF THE RAILROAD, 15 FEET SOUTH OF THE CENTER OF A FIELD
 SL1670'ENTRANCE, AND 0.9 FOOT NORTH OF A STEEL WITNESS POST.  A MAGNET IN
 SL1670'THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1669 ***********************************************************************
 SL1669  DESIGNATION -  6012 AW
 SL1669  PID         -  SL1669
 SL1669  STATE/COUNTY-  MN/POLK
 SL1669  USGS QUAD   -  CLIMAX (1964)
 SL1669
 SL1669                         *CURRENT SURVEY CONTROL
 SL1669  ___________________________________________________________________
 SL1669* NAD 83(1986)-  47 31 38.     (N)    096 49 03.     (W)     SCALED    
 SL1669* NAVD 88     -       264.665  (meters)     868.32   (feet)  ADJUSTED  
 SL1669  ___________________________________________________________________
 SL1669  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 SL1669  DYNAMIC HT  -         264.705 (meters)     868.45  (feet)  COMP
 SL1669  MODELED GRAV-     980,757.7   (mgal)                       NAVD 88
 SL1669
 SL1669  VERT ORDER  -  SECOND    CLASS I
 SL1669
 SL1669.The horizontal coordinates were scaled from a topographic map and have
 SL1669.an estimated accuracy of +/- 6 seconds.
 SL1669
 SL1669.The orthometric height was determined by differential leveling
 SL1669.and adjusted by the National Geodetic Survey in June 1991..
 SL1669
 SL1669.The geoid height was determined by GEOID03.
 SL1669
 SL1669.The dynamic height is computed by dividing the NAVD 88
 SL1669.geopotential number by the normal gravity value computed on the
 SL1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1669.degrees latitude (g = 980.6199 gals.).
 SL1669
 SL1669.The modeled gravity was interpolated from observed gravity values.
 SL1669
 SL1669;                    North         East    Units  Estimated Accuracy
 SL1669;SPC MN N     -   220,930.      520,190.      MT  (+/- 180 meters Scaled)
 SL1669
 SL1669                          SUPERSEDED SURVEY CONTROL
 SL1669
 SL1669.No superseded survey control is available for this station.
 SL1669
 SL1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT642660(NAD 83)
 SL1669_MARKER: DB = BENCH MARK DISK
 SL1669_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 SL1669_SP_SET: WATER TANK FOOTING
 SL1669_STAMPING: 6012 AW 1987
 SL1669_MARK LOGO: MNDT  
 SL1669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SL1669+STABILITY: POSITION/ELEVATION WELL
 SL1669
 SL1669  HISTORY     - Date     Condition        Report By
 SL1669  HISTORY     - 1987     MONUMENTED       MNDT
 SL1669
 SL1669                          STATION DESCRIPTION
 SL1669
 SL1669'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1669'IN NIELSVILLE.
 SL1669'THE MARK IS LOCATED IN THE TOWN OF NIELSVILLE, IN THE NE 1/4 OF
 SL1669'SECTION 30, T147N, R48W, IN THE TOP OF THE FOOTING FOR THE NORTHEAST
 SL1669'LEG OF THE CITY WATER TANK.  THE MARK, A STANDARD MNDT ALUMINUM
 SL1669'VERTICAL CONTROL MONUMENT DISK STAMPED---6012 AW 1987---, IS SET
 SL1669'FLUSH IN A DRILL HOLE IN THE TOP OF THE FOOTING FOR THE NORTHEAST LEG
 SL1669'OF THE TANK AND IS ABOUT 0.2 FOOT ABOVE THE LEVEL OF THE GROUND.  THE
 SL1669'MARK IS 0.1 MILE WEST OF TRUNK HIGHWAY 75, ABOUT 200 FEET SOUTH OF
 SL1669'COUNTY ROAD 1, 14 FEET SOUTH OF THE CENTER OF A DIRT ROAD, AND 18
 SL1669'FEET WEST OF THE CENTER OF AN ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1667 ***********************************************************************
 SL1667  DESIGNATION -  6012 AX
 SL1667  PID         -  SL1667
 SL1667  STATE/COUNTY-  MN/POLK
 SL1667  USGS QUAD   -  CLIMAX (1964)
 SL1667
 SL1667                         *CURRENT SURVEY CONTROL
 SL1667  ___________________________________________________________________
 SL1667* NAD 83(1986)-  47 32 31.     (N)    096 48 54.     (W)     SCALED    
 SL1667* NAVD 88     -       263.336  (meters)     863.96   (feet)  ADJUSTED  
 SL1667  ___________________________________________________________________
 SL1667  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 SL1667  DYNAMIC HT  -         263.376 (meters)     864.09  (feet)  COMP
 SL1667  MODELED GRAV-     980,758.4   (mgal)                       NAVD 88
 SL1667
 SL1667  VERT ORDER  -  SECOND    CLASS I
 SL1667
 SL1667.The horizontal coordinates were scaled from a topographic map and have
 SL1667.an estimated accuracy of +/- 6 seconds.
 SL1667
 SL1667.The orthometric height was determined by differential leveling
 SL1667.and adjusted by the National Geodetic Survey in June 1991..
 SL1667
 SL1667.The geoid height was determined by GEOID03.
 SL1667
 SL1667.The dynamic height is computed by dividing the NAVD 88
 SL1667.geopotential number by the normal gravity value computed on the
 SL1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1667.degrees latitude (g = 980.6199 gals.).
 SL1667
 SL1667.The modeled gravity was interpolated from observed gravity values.
 SL1667
 SL1667;                    North         East    Units  Estimated Accuracy
 SL1667;SPC MN N     -   222,560.      520,450.      MT  (+/- 180 meters Scaled)
 SL1667
 SL1667                          SUPERSEDED SURVEY CONTROL
 SL1667
 SL1667.No superseded survey control is available for this station.
 SL1667
 SL1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT644677(NAD 83)
 SL1667_MARKER: DB = BENCH MARK DISK
 SL1667_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1667_SP_SET: ALUMINUM ALLOY ROD
 SL1667_STAMPING: 6012 AX 1987
 SL1667_MARK LOGO: MNDT  
 SL1667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1667
 SL1667  HISTORY     - Date     Condition        Report By
 SL1667  HISTORY     - 1987     MONUMENTED       MNDT
 SL1667
 SL1667                          STATION DESCRIPTION
 SL1667
 SL1667'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1667'1 MI NORTH FROM NIELSVILLE.
 SL1667'THE MARK IS LOCATED ABOUT 1 MILE NORTH OF THE TOWN OF NIELSVILLE, IN
 SL1667'THE NW 1/4 OF SECTION 20, T147N, R48W, IN THE SOUTHEAST QUADRANT OF
 SL1667'THE INTERSECTION OF TRUNK HIGHWAY 75 AND AN EAST-WEST GRAVEL ROAD,
 SL1667'1.0 MILE NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY
 SL1667'ROAD 1 IN NIELSVILLE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 SL1667'CONTROL MONUMENT DISK STAMPED---6012 AX 1987---, IS SET ON THE TOP OF
 SL1667'A DRIVEN 3/4 INCH DIAMETER BY 40 FOOT LONG ALUMINUM ROD THAT IS FLUSH
 SL1667'WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF
 SL1667'THE HIGHWAY.  THE MARK IS 121.7 FEET EAST OF THE CENTERLINE OF TRUNK
 SL1667'HIGHWAY 75, 26 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 18 FEET
 SL1667'EAST OF THE CENTER OF A FIELD ENTRANCE, 52.6 FEET EAST-NORTHEAST OF A
 SL1667'STEEL RIGHT-OF-WAY POST, 4.6 FEET SOUTH-SOUTHWEST OF A 14 INCH
 SL1667'DIAMETER COTTONWOOD TREE, AND 0.7 FOOT WEST OF A STEEL WITNESS POST.
 SL1667'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1666 ***********************************************************************
 SL1666  DESIGNATION -  6012 AY
 SL1666  PID         -  SL1666
 SL1666  STATE/COUNTY-  MN/POLK
 SL1666  USGS QUAD   -  CLIMAX (1964)
 SL1666
 SL1666                         *CURRENT SURVEY CONTROL
 SL1666  ___________________________________________________________________
 SL1666* NAD 83(1986)-  47 32 58.     (N)    096 48 53.     (W)     SCALED    
 SL1666* NAVD 88     -       263.127  (meters)     863.28   (feet)  ADJUSTED  
 SL1666  ___________________________________________________________________
 SL1666  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 SL1666  DYNAMIC HT  -         263.167 (meters)     863.41  (feet)  COMP
 SL1666  MODELED GRAV-     980,758.9   (mgal)                       NAVD 88
 SL1666
 SL1666  VERT ORDER  -  SECOND    CLASS I
 SL1666
 SL1666.The horizontal coordinates were scaled from a topographic map and have
 SL1666.an estimated accuracy of +/- 6 seconds.
 SL1666
 SL1666.The orthometric height was determined by differential leveling
 SL1666.and adjusted by the National Geodetic Survey in June 1991..
 SL1666
 SL1666.The geoid height was determined by GEOID03.
 SL1666
 SL1666.The dynamic height is computed by dividing the NAVD 88
 SL1666.geopotential number by the normal gravity value computed on the
 SL1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1666.degrees latitude (g = 980.6199 gals.).
 SL1666
 SL1666.The modeled gravity was interpolated from observed gravity values.
 SL1666
 SL1666;                    North         East    Units  Estimated Accuracy
 SL1666;SPC MN N     -   223,390.      520,510.      MT  (+/- 180 meters Scaled)
 SL1666
 SL1666                          SUPERSEDED SURVEY CONTROL
 SL1666
 SL1666.No superseded survey control is available for this station.
 SL1666
 SL1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT644685(NAD 83)
 SL1666_MARKER: DB = BENCH MARK DISK
 SL1666_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1666_SP_SET: ALUMINUM ALLOY ROD
 SL1666_STAMPING: 6012 AY 1987
 SL1666_MARK LOGO: MNDT  
 SL1666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1666
 SL1666  HISTORY     - Date     Condition        Report By
 SL1666  HISTORY     - 1987     MONUMENTED       MNDT
 SL1666
 SL1666                          STATION DESCRIPTION
 SL1666
 SL1666'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1666'1.5 MI NORTH FROM NIELSVILLE.
 SL1666'THE MARK IS LOCATED ABOUT 1-1/2 MILES NORTH OF THE TOWN OF
 SL1666'NIELSVILLE, IN THE SW 1/4 OF SECTION 17, T147N, R48W, NEAR AN
 SL1666'ENTRANCE ON THE EAST RIGHT-OF-WAY OF TRUNK HIGHWAY 75 AT MILEPOINT
 SL1666'298.6, 1.25 MILES NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH
 SL1666'COUNTY ROAD 1 IN NIELSVILLE.  THE MARK, A STANDARD MNDT ALUMINUM
 SL1666'VERTICAL CONTROL MONUMENT DISK STAMPED---6012 AY 1987---, IS SET ON
 SL1666'THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 35 FOOT LONG ALUMINUM ROD
 SL1666'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW
 SL1666'THE LEVEL OF THE HIGHWAY.  THE MARK IS 62.0 FEET EAST OF THE
 SL1666'CENTERLINE OF TRUNK HIGHWAY 75, 26 FEET NORTH OF THE CENTER OF AN
 SL1666'ENTRANCE, AND 0.7 FOOT SOUTH OF A STEEL WITNESS POST.  A MAGNET IN
 SL1666'THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1665 ***********************************************************************
 SL1665  DESIGNATION -  6012 AZ
 SL1665  PID         -  SL1665
 SL1665  STATE/COUNTY-  MN/POLK
 SL1665  USGS QUAD   -  CLIMAX (1964)
 SL1665
 SL1665                         *CURRENT SURVEY CONTROL
 SL1665  ___________________________________________________________________
 SL1665* NAD 83(1986)-  47 33 35.     (N)    096 48 53.     (W)     SCALED    
 SL1665* NAVD 88     -       264.045  (meters)     866.29   (feet)  ADJUSTED  
 SL1665  ___________________________________________________________________
 SL1665  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 SL1665  DYNAMIC HT  -         264.086 (meters)     866.42  (feet)  COMP
 SL1665  MODELED GRAV-     980,759.6   (mgal)                       NAVD 88
 SL1665
 SL1665  VERT ORDER  -  SECOND    CLASS I
 SL1665
 SL1665.The horizontal coordinates were scaled from a topographic map and have
 SL1665.an estimated accuracy of +/- 6 seconds.
 SL1665
 SL1665.The orthometric height was determined by differential leveling
 SL1665.and adjusted by the National Geodetic Survey in June 1991..
 SL1665
 SL1665.The geoid height was determined by GEOID03.
 SL1665
 SL1665.The dynamic height is computed by dividing the NAVD 88
 SL1665.geopotential number by the normal gravity value computed on the
 SL1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1665.degrees latitude (g = 980.6199 gals.).
 SL1665
 SL1665.The modeled gravity was interpolated from observed gravity values.
 SL1665
 SL1665;                    North         East    Units  Estimated Accuracy
 SL1665;SPC MN N     -   224,530.      520,570.      MT  (+/- 180 meters Scaled)
 SL1665
 SL1665                          SUPERSEDED SURVEY CONTROL
 SL1665
 SL1665.No superseded survey control is available for this station.
 SL1665
 SL1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT643696(NAD 83)
 SL1665_MARKER: DB = BENCH MARK DISK
 SL1665_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1665_SP_SET: ALUMINUM ALLOY ROD
 SL1665_STAMPING: 6012 AZ 1987
 SL1665_MARK LOGO: MNDT  
 SL1665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1665
 SL1665  HISTORY     - Date     Condition        Report By
 SL1665  HISTORY     - 1987     MONUMENTED       MNDT
 SL1665
 SL1665                          STATION DESCRIPTION
 SL1665
 SL1665'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1665'2.2 MI NORTH FROM NIELSVILLE.
 SL1665'THE MARK IS LOCATED ABOUT 2-1/4 MILES NORTH OF THE TOWN OF
 SL1665'NIELSVILLE, IN THE SW 1/4 OF SECTION 8, T147N, R48W, NEAR AN ENTRANCE
 SL1665'ON THE EAST RIGHT-OF-WAY OF TRUNK HIGHWAY 75 AT MILEPOINT 299.3, 2.25
 SL1665'MILES NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY ROAD
 SL1665'1 IN NIELSVILLE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 SL1665'MONUMENT DISK STAMPED---6012 AZ 1987---, IS SET ON THE TOP OF A
 SL1665'DRIVEN 3/4 INCH DIAMETER BY 25 FOOT LONG ALUMINUM ROD THAT IS FLUSH
 SL1665'WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF
 SL1665'THE HIGHWAY.  THE MARK IS 74.3 FEET EAST OF THE CENTERLINE OF TRUNK
 SL1665'HIGHWAY 75, 118 FEET SOUTH OF THE CENTER OF THE SOUTH 1 OF 2
 SL1665'ENTRANCES, 1.0 FOOT NORTH OF A RIGHT-OF-WAY POST, AND 0.7 FOOT SOUTH
 SL1665'OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 SL1665'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1668 ***********************************************************************
 SL1668  DESIGNATION -  6012 B
 SL1668  PID         -  SL1668
 SL1668  STATE/COUNTY-  MN/POLK
 SL1668  USGS QUAD   -  CLIMAX (1964)
 SL1668
 SL1668                         *CURRENT SURVEY CONTROL
 SL1668  ___________________________________________________________________
 SL1668* NAD 83(1986)-  47 31 54.     (N)    096 48 54.     (W)     SCALED    
 SL1668* NAVD 88     -       263.214  (meters)     863.56   (feet)  ADJUSTED  
 SL1668  ___________________________________________________________________
 SL1668  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 SL1668  DYNAMIC HT  -         263.254 (meters)     863.69  (feet)  COMP
 SL1668  MODELED GRAV-     980,757.7   (mgal)                       NAVD 88
 SL1668
 SL1668  VERT ORDER  -  SECOND    CLASS I
 SL1668
 SL1668.The horizontal coordinates were scaled from a topographic map and have
 SL1668.an estimated accuracy of +/- 6 seconds.
 SL1668
 SL1668.The orthometric height was determined by differential leveling
 SL1668.and adjusted by the National Geodetic Survey in June 1991..
 SL1668
 SL1668.The geoid height was determined by GEOID03.
 SL1668
 SL1668.The dynamic height is computed by dividing the NAVD 88
 SL1668.geopotential number by the normal gravity value computed on the
 SL1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1668.degrees latitude (g = 980.6199 gals.).
 SL1668
 SL1668.The modeled gravity was interpolated from observed gravity values.
 SL1668
 SL1668;                    North         East    Units  Estimated Accuracy
 SL1668;SPC MN N     -   221,410.      520,400.      MT  (+/- 180 meters Scaled)
 SL1668
 SL1668                          SUPERSEDED SURVEY CONTROL
 SL1668
 SL1668.No superseded survey control is available for this station.
 SL1668
 SL1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT644665(NAD 83)
 SL1668_MARKER: DB = BENCH MARK DISK
 SL1668_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SL1668_SP_SET: BRIDGE ABUTMENT
 SL1668_STAMPING: 6012 B 1987
 SL1668_MARK LOGO: MNDT  
 SL1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1668
 SL1668  HISTORY     - Date     Condition        Report By
 SL1668  HISTORY     - 1987     MONUMENTED       MNDT
 SL1668
 SL1668                          STATION DESCRIPTION
 SL1668
 SL1668'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1668'IN NIELSVILLE.
 SL1668'THE MARK IS LOCATED IN THE TOWN OF NIELSVILLE, IN THE SW 1/4 OF
 SL1668'SECTION 20, T147N, R48W, IN THE SOUTHEAST CORNER OF THE TRUNK HIGHWAY
 SL1668'75 BRIDGE OVER A DRAINAGE DITCH, 0.25 MILE NORTH ALONG TRUNK HIGHWAY
 SL1668'75 FROM ITS JUNCTION WITH COUNTY ROAD 1 IN NIELSVILLE.  THE MARK, A
 SL1668'STANDARD MNDT BENCH MARK DISK STAMPED---6012 B 1987---, IS SET FLUSH
 SL1668'IN THE TOP OF THE SOUTHEAST ABUTMENT OF THE BRIDGE AND IS ABOUT 4
 SL1668'FEET BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 30.6 FEET EAST OF
 SL1668'THE CENTERLINE OF TRUNK HIGHWAY 75 AT MILEPOINT 297.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1661 ***********************************************************************
 SL1661  DESIGNATION -  6012 BA
 SL1661  PID         -  SL1661
 SL1661  STATE/COUNTY-  MN/POLK
 SL1661  USGS QUAD   -  CLIMAX (1964)
 SL1661
 SL1661                         *CURRENT SURVEY CONTROL
 SL1661  ___________________________________________________________________
 SL1661* NAD 83(1986)-  47 35 06.     (N)    096 48 52.     (W)     SCALED    
 SL1661* NAVD 88     -       262.562  (meters)     861.42   (feet)  ADJUSTED  
 SL1661  ___________________________________________________________________
 SL1661  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 SL1661  DYNAMIC HT  -         262.603 (meters)     861.56  (feet)  COMP
 SL1661  MODELED GRAV-     980,762.0   (mgal)                       NAVD 88
 SL1661
 SL1661  VERT ORDER  -  SECOND    CLASS I
 SL1661
 SL1661.The horizontal coordinates were scaled from a topographic map and have
 SL1661.an estimated accuracy of +/- 6 seconds.
 SL1661
 SL1661.The orthometric height was determined by differential leveling
 SL1661.and adjusted by the National Geodetic Survey in June 1991..
 SL1661
 SL1661.The geoid height was determined by GEOID03.
 SL1661
 SL1661.The dynamic height is computed by dividing the NAVD 88
 SL1661.geopotential number by the normal gravity value computed on the
 SL1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1661.degrees latitude (g = 980.6199 gals.).
 SL1661
 SL1661.The modeled gravity was interpolated from observed gravity values.
 SL1661
 SL1661;                    North         East    Units  Estimated Accuracy
 SL1661;SPC MN N     -   227,330.      520,730.      MT  (+/- 180 meters Scaled)
 SL1661
 SL1661                          SUPERSEDED SURVEY CONTROL
 SL1661
 SL1661.No superseded survey control is available for this station.
 SL1661
 SL1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT643724(NAD 83)
 SL1661_MARKER: DB = BENCH MARK DISK
 SL1661_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1661_SP_SET: ALUMINUM ALLOY ROD
 SL1661_STAMPING: 6012 BA 1987
 SL1661_MARK LOGO: MNDT  
 SL1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1661
 SL1661  HISTORY     - Date     Condition        Report By
 SL1661  HISTORY     - 1987     MONUMENTED       MNDT
 SL1661
 SL1661                          STATION DESCRIPTION
 SL1661
 SL1661'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1661'1.6 MI SOUTH FROM CLIMAX.
 SL1661'THE MARK IS LOCATED ABOUT 1-1/2 MILES SOUTH OF THE TOWN OF CLIMAX, IN
 SL1661'THE NW 1/4 OF SECTION 5, T147N, R48W, ON THE EAST RIGHT-OF-WAY OF
 SL1661'TRUNK HIGHWAY 75 AT MILEPOINT 301.02, 1.6 MILES SOUTH ALONG TRUNK
 SL1661'HIGHWAY 75 FROM ITS JUNCTION WITH TRUNK HIGHWAY 220 IN CLIMAX.  THE
 SL1661'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 SL1661'STAMPED---6012 BA 1987---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 SL1661'DIAMETER BY 20 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 SL1661'OF THE GROUND AND ABOUT 2-1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 SL1661'THE MARK IS 84.0 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 75,
 SL1661'98.4 FEET NORTH-NORTHEAST OF MILEPOST 301, 5.4 FEET NORTH OF A 30
 SL1661'INCH DIAMETER COTTONWOOD TREE, AND 0.7 FOOT SOUTH OF A STEEL WITNESS
 SL1661'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1660 ***********************************************************************
 SL1660  DESIGNATION -  6012 BB
 SL1660  PID         -  SL1660
 SL1660  STATE/COUNTY-  MN/POLK
 SL1660  USGS QUAD   -  CLIMAX (1964)
 SL1660
 SL1660                         *CURRENT SURVEY CONTROL
 SL1660  ___________________________________________________________________
 SL1660* NAD 83(1986)-  47 35 47.     (N)    096 48 53.     (W)     SCALED    
 SL1660* NAVD 88     -       263.160  (meters)     863.38   (feet)  ADJUSTED  
 SL1660  ___________________________________________________________________
 SL1660  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 SL1660  DYNAMIC HT  -         263.201 (meters)     863.52  (feet)  COMP
 SL1660  MODELED GRAV-     980,763.5   (mgal)                       NAVD 88
 SL1660
 SL1660  VERT ORDER  -  SECOND    CLASS I
 SL1660
 SL1660.The horizontal coordinates were scaled from a topographic map and have
 SL1660.an estimated accuracy of +/- 6 seconds.
 SL1660
 SL1660.The orthometric height was determined by differential leveling
 SL1660.and adjusted by the National Geodetic Survey in June 1991..
 SL1660
 SL1660.The geoid height was determined by GEOID03.
 SL1660
 SL1660.The dynamic height is computed by dividing the NAVD 88
 SL1660.geopotential number by the normal gravity value computed on the
 SL1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1660.degrees latitude (g = 980.6199 gals.).
 SL1660
 SL1660.The modeled gravity was interpolated from observed gravity values.
 SL1660
 SL1660;                    North         East    Units  Estimated Accuracy
 SL1660;SPC MN N     -   228,600.      520,760.      MT  (+/- 180 meters Scaled)
 SL1660
 SL1660                          SUPERSEDED SURVEY CONTROL
 SL1660
 SL1660.No superseded survey control is available for this station.
 SL1660
 SL1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT642737(NAD 83)
 SL1660_MARKER: DB = BENCH MARK DISK
 SL1660_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1660_SP_SET: ALUMINUM ALLOY ROD
 SL1660_STAMPING: 6012 BB 1987
 SL1660_MARK LOGO: MNDT  
 SL1660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1660
 SL1660  HISTORY     - Date     Condition        Report By
 SL1660  HISTORY     - 1987     MONUMENTED       MNDT
 SL1660
 SL1660                          STATION DESCRIPTION
 SL1660
 SL1660'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1660'0.8 MI SOUTH FROM CLIMAX.
 SL1660'THE MARK IS LOCATED ABOUT 3/4 MILE SOUTH OF THE TOWN OF CLIMAX, IN
 SL1660'THE NW 1/4 OF SECTION 32, T148N, R48W, ALONG THE BURLINGTON NORTHERN
 SL1660'RAILROAD, ON THE WEST RIGHT-OF-WAY OF TRUNK HIGHWAY 75 AT MILEPOINT
 SL1660'301.8, 0.8 MILE SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH
 SL1660'TRUNK HIGHWAY 220 IN CLIMAX.  THE MARK, A STANDARD MNDT ALUMINUM
 SL1660'VERTICAL CONTROL MONUMENT DISK STAMPED---6012 BB 1987---, IS SET ON
 SL1660'THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 35 FOOT LONG ALUMINUM ROD
 SL1660'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 3 FEET BELOW
 SL1660'THE LEVEL OF THE HIGHWAY.  THE MARK IS 71.0 FEET WEST OF THE
 SL1660'CENTERLINE OF TRUNK HIGHWAY 75, 28.5 FEET WEST OF THE WEST RAIL OF
 SL1660'THE RAILROAD, 3.6 FEET SOUTH OF RAILROAD MILEPOST 50, AND 1.0 FOOT
 SL1660'EAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 SL1660'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1656 ***********************************************************************
 SL1656  DESIGNATION -  6012 G
 SL1656  PID         -  SL1656
 SL1656  STATE/COUNTY-  MN/POLK
 SL1656  USGS QUAD   -  CLIMAX (1964)
 SL1656
 SL1656                         *CURRENT SURVEY CONTROL
 SL1656  ___________________________________________________________________
 SL1656* NAD 83(1986)-  47 36 03.     (N)    096 48 54.     (W)     SCALED    
 SL1656* NAVD 88     -       263.783  (meters)     865.43   (feet)  ADJUSTED  
 SL1656  ___________________________________________________________________
 SL1656  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 SL1656  DYNAMIC HT  -         263.824 (meters)     865.56  (feet)  COMP
 SL1656  MODELED GRAV-     980,764.1   (mgal)                       NAVD 88
 SL1656
 SL1656  VERT ORDER  -  SECOND    CLASS I
 SL1656
 SL1656.The horizontal coordinates were scaled from a topographic map and have
 SL1656.an estimated accuracy of +/- 6 seconds.
 SL1656
 SL1656.The orthometric height was determined by differential leveling
 SL1656.and adjusted by the National Geodetic Survey in June 1991..
 SL1656
 SL1656.The geoid height was determined by GEOID03.
 SL1656
 SL1656.The dynamic height is computed by dividing the NAVD 88
 SL1656.geopotential number by the normal gravity value computed on the
 SL1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1656.degrees latitude (g = 980.6199 gals.).
 SL1656
 SL1656.The modeled gravity was interpolated from observed gravity values.
 SL1656
 SL1656;                    North         East    Units  Estimated Accuracy
 SL1656;SPC MN N     -   229,090.      520,770.      MT  (+/- 180 meters Scaled)
 SL1656
 SL1656                          SUPERSEDED SURVEY CONTROL
 SL1656
 SL1656.No superseded survey control is available for this station.
 SL1656
 SL1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT642742(NAD 83)
 SL1656_MARKER: DB = BENCH MARK DISK
 SL1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1656_SP_SET: CONCRETE MONUMENT
 SL1656_STAMPING: 6012 G 1987
 SL1656_MARK LOGO: MNDT  
 SL1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1656+STABILITY: SURFACE MOTION
 SL1656
 SL1656  HISTORY     - Date     Condition        Report By
 SL1656  HISTORY     - 1987     MONUMENTED       MNDT
 SL1656
 SL1656                          STATION DESCRIPTION
 SL1656
 SL1656'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1656'0.5 MI SOUTH FROM CLIMAX.
 SL1656'THE MARK IS LOCATED ABOUT 1/2 MILE SOUTH OF THE TOWN OF CLIMAX, IN
 SL1656'THE SE 1/4 OF SECTION 30, T148N, R48W, ALONG THE BURLINGTON NORTHERN
 SL1656'RAILROAD, ON THE WEST RIGHT-OF-WAY OF TRUNK HIGHWAY 75 AT MILEPOINT
 SL1656'302.05, 0.5 MILE SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH
 SL1656'TRUNK HIGHWAY 220 IN CLIMAX.  THE MARK, A STANDARD MNDT BENCH MARK
 SL1656'DISK STAMPED---6012 G 1987---, IS SET IN THE TOP OF A 6 FOOT LONG
 SL1656'PRECAST CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE SURFACE OF
 SL1656'THE GROUND AND IS ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  THE
 SL1656'MARK IS 59.0 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 75, 38.3
 SL1656'FEET EAST OF THE EAST RAIL OF THE RAILROAD, 55 FEET NORTH OF THE
 SL1656'CENTER OF A DRIVE, AND 0.7 FOOT EAST OF A STEEL WITNESS POST.  STEEL
 SL1656'ROD IN THE CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1648 ***********************************************************************
 SL1648  DESIGNATION -  6012 K
 SL1648  PID         -  SL1648
 SL1648  STATE/COUNTY-  MN/POLK
 SL1648  USGS QUAD   -  ELDRED (1964)
 SL1648
 SL1648                         *CURRENT SURVEY CONTROL
 SL1648  ___________________________________________________________________
 SL1648* NAD 83(1986)-  47 39 30.     (N)    096 48 54.     (W)     SCALED    
 SL1648* NAVD 88     -       263.382  (meters)     864.11   (feet)  ADJUSTED  
 SL1648  ___________________________________________________________________
 SL1648  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 SL1648  DYNAMIC HT  -         263.427 (meters)     864.26  (feet)  COMP
 SL1648  MODELED GRAV-     980,773.4   (mgal)                       NAVD 88
 SL1648
 SL1648  VERT ORDER  -  SECOND    CLASS I
 SL1648
 SL1648.The horizontal coordinates were scaled from a topographic map and have
 SL1648.an estimated accuracy of +/- 6 seconds.
 SL1648
 SL1648.The orthometric height was determined by differential leveling
 SL1648.and adjusted by the National Geodetic Survey in June 1991..
 SL1648
 SL1648.The geoid height was determined by GEOID03.
 SL1648
 SL1648.The dynamic height is computed by dividing the NAVD 88
 SL1648.geopotential number by the normal gravity value computed on the
 SL1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1648.degrees latitude (g = 980.6199 gals.).
 SL1648
 SL1648.The modeled gravity was interpolated from observed gravity values.
 SL1648
 SL1648;                    North         East    Units  Estimated Accuracy
 SL1648;SPC MN N     -   235,480.      521,070.      MT  (+/- 180 meters Scaled)
 SL1648
 SL1648                          SUPERSEDED SURVEY CONTROL
 SL1648
 SL1648.No superseded survey control is available for this station.
 SL1648
 SL1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT640806(NAD 83)
 SL1648_MARKER: DB = BENCH MARK DISK
 SL1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1648_SP_SET: CONCRETE MONUMENT
 SL1648_STAMPING: 6012 K 1987
 SL1648_MARK LOGO: MNDT  
 SL1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1648+STABILITY: SURFACE MOTION
 SL1648
 SL1648  HISTORY     - Date     Condition        Report By
 SL1648  HISTORY     - 1987     MONUMENTED       MNDT
 SL1648
 SL1648                          STATION DESCRIPTION
 SL1648
 SL1648'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1648'3.5 MI NORTH FROM CLIMAX.
 SL1648'THE MARK IS LOCATED ABOUT 3-1/2 MILES NORTH OF THE TOWN OF CLIMAX, IN
 SL1648'THE NE 1/4 OF SECTION 7, T148N, R48W, IN THE SOUTHWEST QUADRANT OF
 SL1648'THE INTERSECTION OF TRUNK HIGHWAY 75 AND AN EAST-WEST GRAVEL ROAD,
 SL1648'3.45 MILES NORTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK
 SL1648'HIGHWAY 220 IN CLIMAX.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 SL1648'STAMPED---6012 K 1987---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST
 SL1648'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 SL1648'GROUND AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  THE MARK
 SL1648'IS 76.3 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 75 AT MILEPOINT
 SL1648'306.05, 41 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 21.7 FEET EAST
 SL1648'OF THE EAST RAIL OF THE BURLINGTON NORTHERN RAILROAD, 33.4 FEET
 SL1648'WEST-NORTHWEST OF AN UNDERGROUND TELEPHONE CABLE MARKER POST, AND 1.0
 SL1648'FOOT EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1645 ***********************************************************************
 SL1645  DESIGNATION -  6012 L
 SL1645  PID         -  SL1645
 SL1645  STATE/COUNTY-  MN/POLK
 SL1645  USGS QUAD   -  ELDRED (1964)
 SL1645
 SL1645                         *CURRENT SURVEY CONTROL
 SL1645  ___________________________________________________________________
 SL1645* NAD 83(1986)-  47 40 23.     (N)    096 48 01.     (W)     SCALED    
 SL1645* NAVD 88     -       263.658  (meters)     865.02   (feet)  ADJUSTED  
 SL1645  ___________________________________________________________________
 SL1645  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 SL1645  DYNAMIC HT  -         263.703 (meters)     865.17  (feet)  COMP
 SL1645  MODELED GRAV-     980,775.7   (mgal)                       NAVD 88
 SL1645
 SL1645  VERT ORDER  -  SECOND    CLASS I
 SL1645
 SL1645.The horizontal coordinates were scaled from a topographic map and have
 SL1645.an estimated accuracy of +/- 6 seconds.
 SL1645
 SL1645.The orthometric height was determined by differential leveling
 SL1645.and adjusted by the National Geodetic Survey in June 1991..
 SL1645
 SL1645.The geoid height was determined by GEOID03.
 SL1645
 SL1645.The dynamic height is computed by dividing the NAVD 88
 SL1645.geopotential number by the normal gravity value computed on the
 SL1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1645.degrees latitude (g = 980.6199 gals.).
 SL1645
 SL1645.The modeled gravity was interpolated from observed gravity values.
 SL1645
 SL1645;                    North         East    Units  Estimated Accuracy
 SL1645;SPC MN N     -   237,060.      522,260.      MT  (+/- 180 meters Scaled)
 SL1645
 SL1645                          SUPERSEDED SURVEY CONTROL
 SL1645
 SL1645.No superseded survey control is available for this station.
 SL1645
 SL1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT651823(NAD 83)
 SL1645_MARKER: DB = BENCH MARK DISK
 SL1645_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SL1645_SP_SET: CONCRETE BOX CULVERT
 SL1645_STAMPING: 6012 L 1987
 SL1645_MARK LOGO: MNDT  
 SL1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1645+STABILITY: SURFACE MOTION
 SL1645
 SL1645  HISTORY     - Date     Condition        Report By
 SL1645  HISTORY     - 1987     MONUMENTED       MNDT
 SL1645
 SL1645                          STATION DESCRIPTION
 SL1645
 SL1645'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1645'4.5 MI NNE FROM CLIMAX.
 SL1645'THE MARK IS LOCATED ABOUT 4-1/2 MILES NORTH-NORTHEAST OF THE TOWN OF
 SL1645'CLIMAX, IN THE NE 1/4 OF SECTION 5, T148N, R48W, IN THE SOUTHWEST
 SL1645'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 221,
 SL1645'4.8 MILES NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH TRUNK
 SL1645'HIGHWAY 220 IN CLIMAX.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 SL1645'STAMPED---6012 L 1987---, IS SET FLUSH IN THE TOP OF THE NORTHWEST
 SL1645'HEADWALL OF A CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 75 AT A
 SL1645'DRAINAGE DITCH AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 SL1645'THE MARK IS 24.0 FEET NORTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 75
 SL1645'AT MILEPOINT 307.4, 109 FEET SOUTHEAST OF THE CENTER OF COUNTY ROAD
 SL1645'221, AND 77.7 FEET SOUTHEAST OF THE CENTER OF THE BURLINGTON NORTHERN
 SL1645'RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1642 ***********************************************************************
 SL1642  DESIGNATION -  6012 N
 SL1642  PID         -  SL1642
 SL1642  STATE/COUNTY-  MN/POLK
 SL1642  USGS QUAD   -  ELDRED (1964)
 SL1642
 SL1642                         *CURRENT SURVEY CONTROL
 SL1642  ___________________________________________________________________
 SL1642* NAD 83(1986)-  47 41 16.     (N)    096 46 03.     (W)     SCALED    
 SL1642* NAVD 88     -       264.170  (meters)     866.70   (feet)  ADJUSTED  
 SL1642  ___________________________________________________________________
 SL1642  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 SL1642  DYNAMIC HT  -         264.216 (meters)     866.85  (feet)  COMP
 SL1642  MODELED GRAV-     980,779.2   (mgal)                       NAVD 88
 SL1642
 SL1642  VERT ORDER  -  SECOND    CLASS I
 SL1642
 SL1642.The horizontal coordinates were scaled from a topographic map and have
 SL1642.an estimated accuracy of +/- 6 seconds.
 SL1642
 SL1642.The orthometric height was determined by differential leveling
 SL1642.and adjusted by the National Geodetic Survey in June 1991..
 SL1642
 SL1642.The geoid height was determined by GEOID03.
 SL1642
 SL1642.The dynamic height is computed by dividing the NAVD 88
 SL1642.geopotential number by the normal gravity value computed on the
 SL1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1642.degrees latitude (g = 980.6199 gals.).
 SL1642
 SL1642.The modeled gravity was interpolated from observed gravity values.
 SL1642
 SL1642;                    North         East    Units  Estimated Accuracy
 SL1642;SPC MN N     -   238,580.      524,790.      MT  (+/- 180 meters Scaled)
 SL1642
 SL1642                          SUPERSEDED SURVEY CONTROL
 SL1642
 SL1642.No superseded survey control is available for this station.
 SL1642
 SL1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT675840(NAD 83)
 SL1642_MARKER: DB = BENCH MARK DISK
 SL1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1642_SP_SET: CONCRETE MONUMENT
 SL1642_STAMPING: 6012 N 1987
 SL1642_MARK LOGO: MNDT  
 SL1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1642+STABILITY: SURFACE MOTION
 SL1642
 SL1642  HISTORY     - Date     Condition        Report By
 SL1642  HISTORY     - 1987     MONUMENTED       MNDT
 SL1642
 SL1642                          STATION DESCRIPTION
 SL1642
 SL1642'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1642'5.8 MI NNE FROM CLIMAX.
 SL1642'THE MARK IS LOCATED ABOUT 5-3/4 MILES NORTH-NORTHEAST OF THE TOWN OF
 SL1642'CLIMAX, IN THE NE 1/4 OF SECTION 35, T149N, R48W, IN THE SOUTHWEST
 SL1642'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 45,
 SL1642'6.6 MILES NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH TRUNK
 SL1642'HIGHWAY 220 IN CLIMAX.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 SL1642'STAMPED---6012 N 1987---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST
 SL1642'CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE
 SL1642'GROUND AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  THE MARK
 SL1642'IS 74.0 FEET NORTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 75 AT
 SL1642'MILEPOINT 309.25, 46.7 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD
 SL1642'45, 23.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE BURLINGTON
 SL1642'NORTHERN RAILROAD, AND 1.0 FOOT SOUTHEAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1640 ***********************************************************************
 SL1640  DESIGNATION -  6012 P
 SL1640  PID         -  SL1640
 SL1640  STATE/COUNTY-  MN/POLK
 SL1640  USGS QUAD   -  GIRARD (1964)
 SL1640
 SL1640                         *CURRENT SURVEY CONTROL
 SL1640  ___________________________________________________________________
 SL1640* NAD 83(1986)-  47 41 46.     (N)    096 44 57.     (W)     SCALED    
 SL1640* NAVD 88     -       262.450  (meters)     861.05   (feet)  ADJUSTED  
 SL1640  ___________________________________________________________________
 SL1640  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 SL1640  DYNAMIC HT  -         262.496 (meters)     861.21  (feet)  COMP
 SL1640  MODELED GRAV-     980,781.7   (mgal)                       NAVD 88
 SL1640
 SL1640  VERT ORDER  -  SECOND    CLASS I
 SL1640
 SL1640.The horizontal coordinates were scaled from a topographic map and have
 SL1640.an estimated accuracy of +/- 6 seconds.
 SL1640
 SL1640.The orthometric height was determined by differential leveling
 SL1640.and adjusted by the National Geodetic Survey in June 1991..
 SL1640
 SL1640.The geoid height was determined by GEOID03.
 SL1640
 SL1640.The dynamic height is computed by dividing the NAVD 88
 SL1640.geopotential number by the normal gravity value computed on the
 SL1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1640.degrees latitude (g = 980.6199 gals.).
 SL1640
 SL1640.The modeled gravity was interpolated from observed gravity values.
 SL1640
 SL1640;                    North         East    Units  Estimated Accuracy
 SL1640;SPC MN N     -   239,440.      526,210.      MT  (+/- 180 meters Scaled)
 SL1640
 SL1640                          SUPERSEDED SURVEY CONTROL
 SL1640
 SL1640.No superseded survey control is available for this station.
 SL1640
 SL1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT688849(NAD 83)
 SL1640_MARKER: DB = BENCH MARK DISK
 SL1640_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SL1640_SP_SET: CONCRETE BOX CULVERT
 SL1640_STAMPING: 6012 P 1987
 SL1640_MARK LOGO: MNDT  
 SL1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1640+STABILITY: SURFACE MOTION
 SL1640
 SL1640  HISTORY     - Date     Condition        Report By
 SL1640  HISTORY     - 1987     MONUMENTED       MNDT
 SL1640
 SL1640                          STATION DESCRIPTION
 SL1640
 SL1640'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1640'8 MI NNE FROM CLIMAX.
 SL1640'THE MARK IS LOCATED ABOUT 8 MILES NORTH-NORTHEAST OF THE TOWN OF
 SL1640'CLIMAX, IN THE NE 1/4 OF SECTION 25, T149N, R48W, IN THE SOUTHEAST
 SL1640'CORNER OF A DOUBLE CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 75 AT A
 SL1640'SMALL CREEK AT MILEPOINT 310.2, 7.6 MILES NORTH ALONG TRUNK HIGHWAY
 SL1640'75 FROM ITS JUNCTION WITH TRUNK HIGHWAY 220 IN CLIMAX.  THE MARK, A
 SL1640'STANDARD MNDT BENCH MARK DISK STAMPED---6012 P 1987---, IS SET FLUSH
 SL1640'IN THE TOP OF THE SOUTHEAST HEADWALL OF THE CONCRETE BOX CULVERT AND
 SL1640'IS ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 37.0
 SL1640'FEET SOUTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 75 AT ENGINEERS
 SL1640'STATION 1565+83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1638 ***********************************************************************
 SL1638  DESIGNATION -  6012 Q
 SL1638  PID         -  SL1638
 SL1638  STATE/COUNTY-  MN/POLK
 SL1638  USGS QUAD   -  GIRARD (1964)
 SL1638
 SL1638                         *CURRENT SURVEY CONTROL
 SL1638  ___________________________________________________________________
 SL1638* NAD 83(1986)-  47 42 08.     (N)    096 44 06.     (W)     SCALED    
 SL1638* NAVD 88     -       263.962  (meters)     866.02   (feet)  ADJUSTED  
 SL1638  ___________________________________________________________________
 SL1638  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 SL1638  DYNAMIC HT  -         264.009 (meters)     866.17  (feet)  COMP
 SL1638  MODELED GRAV-     980,782.9   (mgal)                       NAVD 88
 SL1638
 SL1638  VERT ORDER  -  SECOND    CLASS I
 SL1638
 SL1638.The horizontal coordinates were scaled from a topographic map and have
 SL1638.an estimated accuracy of +/- 6 seconds.
 SL1638
 SL1638.The orthometric height was determined by differential leveling
 SL1638.and adjusted by the National Geodetic Survey in June 1991..
 SL1638
 SL1638.The geoid height was determined by GEOID03.
 SL1638
 SL1638.The dynamic height is computed by dividing the NAVD 88
 SL1638.geopotential number by the normal gravity value computed on the
 SL1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1638.degrees latitude (g = 980.6199 gals.).
 SL1638
 SL1638.The modeled gravity was interpolated from observed gravity values.
 SL1638
 SL1638;                    North         East    Units  Estimated Accuracy
 SL1638;SPC MN N     -   240,070.      527,310.      MT  (+/- 180 meters Scaled)
 SL1638
 SL1638                          SUPERSEDED SURVEY CONTROL
 SL1638
 SL1638.No superseded survey control is available for this station.
 SL1638
 SL1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT699856(NAD 83)
 SL1638_MARKER: DB = BENCH MARK DISK
 SL1638_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SL1638_SP_SET: CONCRETE BOX CULVERT
 SL1638_STAMPING: 6012 Q 1987
 SL1638_MARK LOGO: MNDT  
 SL1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1638+STABILITY: SURFACE MOTION
 SL1638
 SL1638  HISTORY     - Date     Condition        Report By
 SL1638  HISTORY     - 1987     MONUMENTED       MNDT
 SL1638
 SL1638                          STATION DESCRIPTION
 SL1638
 SL1638'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1638'8 MI SW FROM CROOKSTON.
 SL1638'THE MARK IS LOCATED ABOUT 8 MILES SOUTHWEST OF THE TOWN OF CROOKSTON,
 SL1638'IN THE NW 1/4 OF SECTION 30, T149N, R47W, IN THE SOUTHEAST CORNER OF
 SL1638'A CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 75 AT A DRAINAGE DITCH AT
 SL1638'MILEPOINT 311.05, 8.4 MILES SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS
 SL1638'SOUTH JUNCTION WITH TRUNK HIGHWAY 2 IN CROOKSTON.  THE MARK, A
 SL1638'STANDARD MNDT BENCH MARK DISK STAMPED---6012 Q 1987---, IS SET FLUSH
 SL1638'IN THE TOP OF THE SOUTHEAST HEADWALL OF THE CONCRETE BOX CULVERT AND
 SL1638'IS ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 23.5
 SL1638'FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 75 AT ENGINEERS STATION
 SL1638'1608+39 AND 27 FEET NORTH-NORTHEAST OF THE CENTER OF A FIELD
 SL1638'ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1654 ***********************************************************************
 SL1654  DESIGNATION -  6012 Q 1
 SL1654  PID         -  SL1654
 SL1654  STATE/COUNTY-  MN/POLK
 SL1654  USGS QUAD   -  CLIMAX (1964)
 SL1654
 SL1654                         *CURRENT SURVEY CONTROL
 SL1654  ___________________________________________________________________
 SL1654* NAD 83(1986)-  47 36 44.     (N)    096 48 52.     (W)     SCALED    
 SL1654* NAVD 88     -       260.851  (meters)     855.81   (feet)  ADJUSTED  
 SL1654  ___________________________________________________________________
 SL1654  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 SL1654  DYNAMIC HT  -         260.893 (meters)     855.95  (feet)  COMP
 SL1654  MODELED GRAV-     980,765.8   (mgal)                       NAVD 88
 SL1654
 SL1654  VERT ORDER  -  SECOND    CLASS I
 SL1654
 SL1654.The horizontal coordinates were scaled from a topographic map and have
 SL1654.an estimated accuracy of +/- 6 seconds.
 SL1654
 SL1654.The orthometric height was determined by differential leveling
 SL1654.and adjusted by the National Geodetic Survey in June 1991..
 SL1654
 SL1654.The geoid height was determined by GEOID03.
 SL1654
 SL1654.The dynamic height is computed by dividing the NAVD 88
 SL1654.geopotential number by the normal gravity value computed on the
 SL1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1654.degrees latitude (g = 980.6199 gals.).
 SL1654
 SL1654.The modeled gravity was interpolated from observed gravity values.
 SL1654
 SL1654;                    North         East    Units  Estimated Accuracy
 SL1654;SPC MN N     -   230,360.      520,870.      MT  (+/- 180 meters Scaled)
 SL1654
 SL1654                          SUPERSEDED SURVEY CONTROL
 SL1654
 SL1654.No superseded survey control is available for this station.
 SL1654
 SL1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT642755(NAD 83)
 SL1654_MARKER: DB = BENCH MARK DISK
 SL1654_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 SL1654_SP_SET: BRIDGE HEADWALL
 SL1654_STAMPING: 6012 Q 1 1987
 SL1654_MARK LOGO: MNDT  
 SL1654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1654
 SL1654  HISTORY     - Date     Condition        Report By
 SL1654  HISTORY     - 1987     MONUMENTED       MNDT
 SL1654
 SL1654                          STATION DESCRIPTION
 SL1654
 SL1654'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1654'IN CLIMAX.
 SL1654'THE MARK IS LOCATED IN THE TOWN OF CLIMAX, IN THE NW 1/4 OF SECTION
 SL1654'29, T148N, R48W, IN THE SOUTHEAST CORNER OF THE TRUNK HIGHWAY 75
 SL1654'BRIDGE (NUMBER 5425) OVER THE SAND HILL RIVER, ABOUT 1/4 MILE NORTH
 SL1654'ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH TRUNK HIGHWAY 220 IN
 SL1654'CLIMAX.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 SL1654'DISK STAMPED---6012 Q 1 1987---, IS SET FLUSH IN A DRILL HOLE IN THE
 SL1654'TOP OF THE SOUTHEAST HEADWALL OF THE BRIDGE AND IS ABOUT 1/2 FOOT
 SL1654'ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK IS 18.0 FEET EAST OF THE
 SL1654'CENTERLINE OF TRUNK HIGHWAY 75 AT MILEPOINT 302.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1636 ***********************************************************************
 SL1636  DESIGNATION -  6012 S
 SL1636  PID         -  SL1636
 SL1636  STATE/COUNTY-  MN/POLK
 SL1636  USGS QUAD   -  GIRARD (1964)
 SL1636
 SL1636                         *CURRENT SURVEY CONTROL
 SL1636  ___________________________________________________________________
 SL1636* NAD 83(1986)-  47 42 59.     (N)    096 42 05.     (W)     SCALED    
 SL1636* NAVD 88     -       264.538  (meters)     867.91   (feet)  ADJUSTED  
 SL1636  ___________________________________________________________________
 SL1636  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 SL1636  DYNAMIC HT  -         264.584 (meters)     868.06  (feet)  COMP
 SL1636  MODELED GRAV-     980,781.1   (mgal)                       NAVD 88
 SL1636
 SL1636  VERT ORDER  -  SECOND    CLASS I
 SL1636
 SL1636.The horizontal coordinates were scaled from a topographic map and have
 SL1636.an estimated accuracy of +/- 6 seconds.
 SL1636
 SL1636.The orthometric height was determined by differential leveling
 SL1636.and adjusted by the National Geodetic Survey in June 1991..
 SL1636
 SL1636.The geoid height was determined by GEOID03.
 SL1636
 SL1636.The dynamic height is computed by dividing the NAVD 88
 SL1636.geopotential number by the normal gravity value computed on the
 SL1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1636.degrees latitude (g = 980.6199 gals.).
 SL1636
 SL1636.The modeled gravity was interpolated from observed gravity values.
 SL1636
 SL1636;                    North         East    Units  Estimated Accuracy
 SL1636;SPC MN N     -   241,520.      529,900.      MT  (+/- 180 meters Scaled)
 SL1636
 SL1636                          SUPERSEDED SURVEY CONTROL
 SL1636
 SL1636.No superseded survey control is available for this station.
 SL1636
 SL1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT723873(NAD 83)
 SL1636_MARKER: DB = BENCH MARK DISK
 SL1636_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SL1636_SP_SET: CONCRETE BOX CULVERT
 SL1636_STAMPING: 6012 S 1987
 SL1636_MARK LOGO: MNDT  
 SL1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1636+STABILITY: SURFACE MOTION
 SL1636
 SL1636  HISTORY     - Date     Condition        Report By
 SL1636  HISTORY     - 1987     MONUMENTED       MNDT
 SL1636
 SL1636                          STATION DESCRIPTION
 SL1636
 SL1636'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1636'6 MI SW FROM CROOKSTON.
 SL1636'THE MARK IS LOCATED ABOUT 6 MILES SOUTHWEST OF THE TOWN OF CROOKSTON,
 SL1636'IN THE NE 1/4 OF SECTION 20, T149N, R47W, IN THE SOUTHEAST CORNER OF
 SL1636'A CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 75 AT A DRAINAGE DITCH AT
 SL1636'MILEPOINT 312.95 (ENGINEERS STATION 1705+07), 6.55 MILES SOUTH ALONG
 SL1636'TRUNK HIGHWAY 75 FROM ITS SOUTH JUNCTION WITH TRUNK HIGHWAY 2 IN
 SL1636'CROOKSTON.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---6012
 SL1636'S 1987---, IS SET FLUSH IN THE TOP OF THE SOUTHEAST HEADWALL OF THE
 SL1636'CONCRETE BOX CULVERT AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 SL1636'HIGHWAY.  THE MARK IS 23.4 FEET SOUTHEAST OF THE CENTERLINE OF TRUNK
 SL1636'HIGHWAY 75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1633 ***********************************************************************
 SL1633  DESIGNATION -  6012 T
 SL1633  PID         -  SL1633
 SL1633  STATE/COUNTY-  MN/POLK
 SL1633  USGS QUAD   -  GIRARD (1964)
 SL1633
 SL1633                         *CURRENT SURVEY CONTROL
 SL1633  ___________________________________________________________________
 SL1633* NAD 83(1986)-  47 43 59.     (N)    096 39 50.     (W)     SCALED    
 SL1633* NAVD 88     -       263.761  (meters)     865.36   (feet)  ADJUSTED  
 SL1633  ___________________________________________________________________
 SL1633  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 SL1633  DYNAMIC HT  -         263.807 (meters)     865.51  (feet)  COMP
 SL1633  MODELED GRAV-     980,778.8   (mgal)                       NAVD 88
 SL1633
 SL1633  VERT ORDER  -  SECOND    CLASS I
 SL1633
 SL1633.The horizontal coordinates were scaled from a topographic map and have
 SL1633.an estimated accuracy of +/- 6 seconds.
 SL1633
 SL1633.The orthometric height was determined by differential leveling
 SL1633.and adjusted by the National Geodetic Survey in June 1991..
 SL1633
 SL1633.The geoid height was determined by GEOID03.
 SL1633
 SL1633.The dynamic height is computed by dividing the NAVD 88
 SL1633.geopotential number by the normal gravity value computed on the
 SL1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1633.degrees latitude (g = 980.6199 gals.).
 SL1633
 SL1633.The modeled gravity was interpolated from observed gravity values.
 SL1633
 SL1633;                    North         East    Units  Estimated Accuracy
 SL1633;SPC MN N     -   243,240.      532,800.      MT  (+/- 180 meters Scaled)
 SL1633
 SL1633                          SUPERSEDED SURVEY CONTROL
 SL1633
 SL1633.No superseded survey control is available for this station.
 SL1633
 SL1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT751892(NAD 83)
 SL1633_MARKER: DB = BENCH MARK DISK
 SL1633_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SL1633_SP_SET: CONCRETE BOX CULVERT
 SL1633_STAMPING: 6012 T 1987
 SL1633_MARK LOGO: MNDT  
 SL1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1633+STABILITY: SURFACE MOTION
 SL1633
 SL1633  HISTORY     - Date     Condition        Report By
 SL1633  HISTORY     - 1987     MONUMENTED       MNDT
 SL1633
 SL1633                          STATION DESCRIPTION
 SL1633
 SL1633'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1633'4.5 MI SW FROM CROOKSTON.
 SL1633'THE MARK IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF THE TOWN OF
 SL1633'CROOKSTON, IN THE SW 1/4 OF SECTION 10, T149N, R47W, 4.55 MILES SOUTH
 SL1633'ALONG TRUNK HIGHWAY 75 FROM ITS SOUTH JUNCTION WITH TRUNK HIGHWAY 2
 SL1633'IN CROOKSTON, IN THE SOUTHEAST CORNER OF A TRIPLE CONCRETE BOX
 SL1633'CULVERT UNDER TRUNK HIGHWAY 75 AT BURNHAM CREEK.  THE MARK, A
 SL1633'STANDARD MNDT BENCH MARK DISK STAMPED---6012 T 1987---, IS SET IN THE
 SL1633'TOP OF THE SOUTHEAST HEADWALL OF THE BOX CULVERT AND IS ABOUT 7 FEET
 SL1633'BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 39.0 FEET SOUTHEAST OF
 SL1633'THE CENTERLINE OF TRUNK HIGHWAY 75 AT MILEPOINT 314.95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1632 ***********************************************************************
 SL1632  DESIGNATION -  6012 U
 SL1632  PID         -  SL1632
 SL1632  STATE/COUNTY-  MN/POLK
 SL1632  USGS QUAD   -  GIRARD (1964)
 SL1632
 SL1632                         *CURRENT SURVEY CONTROL
 SL1632  ___________________________________________________________________
 SL1632* NAD 83(1986)-  47 44 17.     (N)    096 39 11.     (W)     SCALED    
 SL1632* NAVD 88     -       265.728  (meters)     871.81   (feet)  ADJUSTED  
 SL1632  ___________________________________________________________________
 SL1632  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 SL1632  DYNAMIC HT  -         265.774 (meters)     871.96  (feet)  COMP
 SL1632  MODELED GRAV-     980,778.4   (mgal)                       NAVD 88
 SL1632
 SL1632  VERT ORDER  -  SECOND    CLASS I
 SL1632
 SL1632.The horizontal coordinates were scaled from a topographic map and have
 SL1632.an estimated accuracy of +/- 6 seconds.
 SL1632
 SL1632.The orthometric height was determined by differential leveling
 SL1632.and adjusted by the National Geodetic Survey in June 1991..
 SL1632
 SL1632.The geoid height was determined by GEOID03.
 SL1632
 SL1632.The dynamic height is computed by dividing the NAVD 88
 SL1632.geopotential number by the normal gravity value computed on the
 SL1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1632.degrees latitude (g = 980.6199 gals.).
 SL1632
 SL1632.The modeled gravity was interpolated from observed gravity values.
 SL1632
 SL1632;                    North         East    Units  Estimated Accuracy
 SL1632;SPC MN N     -   243,760.      533,630.      MT  (+/- 180 meters Scaled)
 SL1632
 SL1632                          SUPERSEDED SURVEY CONTROL
 SL1632
 SL1632.No superseded survey control is available for this station.
 SL1632
 SL1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT759898(NAD 83)
 SL1632_MARKER: DB = BENCH MARK DISK
 SL1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1632_SP_SET: CONCRETE MONUMENT
 SL1632_STAMPING: 6012 U 1987
 SL1632_MARK LOGO: MNDT  
 SL1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1632+STABILITY: SURFACE MOTION
 SL1632
 SL1632  HISTORY     - Date     Condition        Report By
 SL1632  HISTORY     - 1987     MONUMENTED       MNDT
 SL1632
 SL1632                          STATION DESCRIPTION
 SL1632
 SL1632'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1632'4 MI SSW FROM CROOKSTON.
 SL1632'THE MARK IS LOCATED ABOUT 4 MILES SOUTH-SOUTHWEST OF THE TOWN OF
 SL1632'CROOKSTON, IN THE SE 1/4 OF SECTION 10, T149N, R47W, IN THE NORTHWEST
 SL1632'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 75 AND A NORTH-SOUTH
 SL1632'GRAVEL ROAD, 3.9 MILES SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS SOUTH
 SL1632'JUNCTION WITH TRUNK HIGHWAY 2 IN CROOKSTON.  THE MARK, A STANDARD
 SL1632'MNDT BENCH MARK DISK STAMPED---6012 U 1987---, IS SET IN THE TOP OF A
 SL1632'6 FOOT LONG PRECAST CONCRETE MONUMENT THAT PROJECTS 0.3 FOOT ABOVE
 SL1632'THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET BELOW THE LEVEL OF
 SL1632'TRUNK HIGHWAY 75.  THE MARK IS 74.0 FEET NORTH-NORTHWEST OF THE
 SL1632'CENTERLINE OF TRUNK HIGHWAY 75 AT MILEPOINT 315.6, 46.5 FEET WEST OF
 SL1632'THE CENTER OF A GRAVEL ROAD, 23.4 FEET SOUTH-SOUTHEAST OF THE SOUTH
 SL1632'RAIL OF THE BURLINGTON NORTHERN RAILROAD TRACKS, AND 1.0 FOOT EAST OF
 SL1632'A STEEL WITNESS POST.  STEEL ROD IN THE CONCRETE MONUMENT MAKES THE
 SL1632'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8154 ***********************************************************************
 DH8154  DESIGNATION -  6014 B
 DH8154  PID         -  DH8154
 DH8154  STATE/COUNTY-  MN/POLK
 DH8154  USGS QUAD   -  HAROLD (1965)
 DH8154
 DH8154                         *CURRENT SURVEY CONTROL
 DH8154  ___________________________________________________________________
 DH8154* NAD 83(1996)-  47 38 57.85275(N)    096 24 58.87317(W)     ADJUSTED  
 DH8154* NAVD 88     -       300.1    (meters)     985.     (feet)  GPS OBS   
 DH8154  ___________________________________________________________________
 DH8154  X           -    -481,071.477 (meters)                     COMP
 DH8154  Y           -  -4,277,826.074 (meters)                     COMP
 DH8154  Z           -   4,690,905.975 (meters)                     COMP
 DH8154  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 DH8154  ELLIP HEIGHT-         273.31  (meters)          (01/18/06) GPS OBS
 DH8154  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DH8154
 DH8154  HORZ ORDER  -  FIRST
 DH8154  ELLP ORDER  -  THIRD     CLASS II
 DH8154
 DH8154.The horizontal coordinates were established by GPS observations
 DH8154.and adjusted by the MN DEPT OF TRANSP in January 2006..
 DH8154
 DH8154.The orthometric height was determined by GPS observations and a
 DH8154.high-resolution geoid model.
 DH8154
 DH8154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8154
 DH8154.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8154
 DH8154.The ellipsoidal height was determined by GPS observations
 DH8154.and is referenced to NAD 83.
 DH8154
 DH8154.The geoid height was determined by GEOID03.
 DH8154
 DH8154;                    North         East     Units Scale Factor Converg.
 DH8154;SPC MN N     -   233,126.123   550,943.125   MT  0.99990806   -2 27 29.3
 DH8154;UTM  14      - 5,280,568.111   694,024.576   MT  1.00006263   +1 54 36.0
 DH8154
 DH8154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8154!SPC MN N     -   0.99995716  x   0.99990806  =   0.99986523
 DH8154!UTM  14      -   0.99995716  x   1.00006263  =   1.00001979
 DH8154
 DH8154                          SUPERSEDED SURVEY CONTROL
 DH8154
 DH8154.No superseded survey control is available for this station.
 DH8154
 DH8154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT9402580568(NAD 83)
 DH8154_MARKER: DB = BENCH MARK DISK
 DH8154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8154_STAMPING: 6014 B 1948
 DH8154_MARK LOGO: MNHD  
 DH8154_PROJECTION: PROJECTING 5 CENTIMETERS
 DH8154_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8154+STABILITY: SURFACE MOTION
 DH8154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8154+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 DH8154
 DH8154  HISTORY     - Date     Condition        Report By
 DH8154  HISTORY     - 1949     MONUMENTED       MNHD
 DH8154  HISTORY     - 20050405 GOOD             MNDT
 DH8154
 DH8154                          STATION DESCRIPTION
 DH8154
 DH8154'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DH8154'2.4 MILES NORTHWEST OF MELVIN, AT TRUNK HIGHWAY 102 MILEPOINT 9.65,
 DH8154'2.4 MILES NORTHWEST  OF THE JUNCTION OF COUNTY ROAD 44, 9.8 MILES
 DH8154'SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY   9, AT TRUNK HIGHWAY 102
 DH8154'STATION 527+10, 113 FEET EASTSOUTHEAST OF CENTERLINE, 2 FEET EAST  OF
 DH8154'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8299 ***********************************************************************
 DE8299  DESIGNATION -  6014 N
 DE8299  PID         -  DE8299
 DE8299  STATE/COUNTY-  MN/POLK
 DE8299  USGS QUAD   -  FERTILE (1965)
 DE8299
 DE8299                         *CURRENT SURVEY CONTROL
 DE8299  ___________________________________________________________________
 DE8299* NAD 83(1996)-  47 33 05.50116(N)    096 16 50.53943(W)     ADJUSTED  
 DE8299* NAVD 88     -       346.8    (meters)    1138.     (feet)  GPS OBS   
 DE8299  ___________________________________________________________________
 DE8299  X           -    -471,824.952 (meters)                     COMP
 DE8299  Y           -  -4,286,972.317 (meters)                     COMP
 DE8299  Z           -   4,683,602.281 (meters)                     COMP
 DE8299  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 DE8299  ELLIP HEIGHT-         319.85  (meters)          (10/25/02) GPS OBS
 DE8299  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DE8299
 DE8299  HORZ ORDER  -  FIRST
 DE8299  ELLP ORDER  -  SECOND    CLASS I
 DE8299
 DE8299.The horizontal coordinates were established by GPS observations
 DE8299.and adjusted by the MN DEPT OF TRANSP in October 2002..
 DE8299
 DE8299.The orthometric height was determined by GPS observations and a
 DE8299.high-resolution geoid model.
 DE8299
 DE8299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8299
 DE8299.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8299
 DE8299.The ellipsoidal height was determined by GPS observations
 DE8299.and is referenced to NAD 83.
 DE8299
 DE8299.The geoid height was determined by GEOID03.
 DE8299
 DE8299;                    North         East     Units Scale Factor Converg.
 DE8299;SPC MN N     -   221,826.135   560,676.777   MT  0.99991503   -2 21 27.4
 DE8299;UTM  14      - 5,270,040.142   704,592.184   MT  1.00011442   +2 00 26.0
 DE8299
 DE8299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8299!SPC MN N     -   0.99994987  x   0.99991503  =   0.99986490
 DE8299!UTM  14      -   0.99994987  x   1.00011442  =   1.00006428
 DE8299
 DE8299:                Primary Azimuth Mark                     Grid Az
 DE8299:SPC MN N     -  KIMMY                                    179 46 15.9
 DE8299:UTM  14      -  KIMMY                                    175 24 22.5
 DE8299
 DE8299|---------------------------------------------------------------------|
 DE8299| PID    Reference Object                     Distance      Geod. Az  |
 DE8299|                                                           dddmmss.s |
 DE8299| DH8167 KIMMY                               APPROX. 0.6 KM 1772448.5 |
 DE8299|---------------------------------------------------------------------|
 DE8299
 DE8299                          SUPERSEDED SURVEY CONTROL
 DE8299
 DE8299.No superseded survey control is available for this station.
 DE8299
 DE8299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0459270040(NAD 83)
 DE8299_MARKER: DB = BENCH MARK DISK
 DE8299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8299_STAMPING: 6014 N 1948
 DE8299_MARK LOGO: MNHD  
 DE8299_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE8299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8299+STABILITY: SURFACE MOTION
 DE8299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8299+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 DE8299
 DE8299  HISTORY     - Date     Condition        Report By
 DE8299  HISTORY     - 1949     MONUMENTED       MNHD
 DE8299  HISTORY     - 19980328 GOOD             MNDT
 DE8299  HISTORY     - 20050405 GOOD             MNDT
 DE8299
 DE8299                          STATION DESCRIPTION
 DE8299
 DE8299'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE8299'THE MARK IS LOCATED AT NORTH LIMITS OF FERTILE, 85 FT (25.9 M) NE OF
 DE8299'TH 102, AT TH 102 STA 1028+69, NEAR JCT OF TH 102 AND TH 32, 182 FT
 DE8299'(55.5 M) WEST OF TH 32, 0.5 FT (15.2 CM) SSE OF WIT POST, MAGNETIC.
 DE8299
 DE8299                          STATION RECOVERY (2005)
 DE8299
 DE8299'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DE8299'AT NORTH OF FERTILE, 85 FEET NORTHEAST OF TRUNK HIGHWAY 102, 182 FEET
 DE8299'WEST OF TRUNK  HIGHWAY 32, AT  TRUNK HIGHWAY 102 MILEPOINT 0.05,
 DE8299'STATION 1028+69,  0.5 FOOT  SOUTH-SOUTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1481 ***********************************************************************
 TD1481  DESIGNATION -  6017 AA
 TD1481  PID         -  TD1481
 TD1481  STATE/COUNTY-  MN/POLK
 TD1481  USGS QUAD   -  OSLO SE (1966)
 TD1481
 TD1481                         *CURRENT SURVEY CONTROL
 TD1481  ___________________________________________________________________
 TD1481* NAD 83(1986)-  48 04 46.     (N)    097 01 02.     (W)     SCALED    
 TD1481* NAVD 88     -       250.468  (meters)     821.74   (feet)  ADJUSTED  
 TD1481  ___________________________________________________________________
 TD1481  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 TD1481  DYNAMIC HT  -         250.519 (meters)     821.91  (feet)  COMP
 TD1481  MODELED GRAV-     980,809.8   (mgal)                       NAVD 88
 TD1481
 TD1481  VERT ORDER  -  SECOND    CLASS I
 TD1481
 TD1481.The horizontal coordinates were scaled from a topographic map and have
 TD1481.an estimated accuracy of +/- 6 seconds.
 TD1481
 TD1481.The orthometric height was determined by differential leveling
 TD1481.and adjusted by the National Geodetic Survey in June 1991..
 TD1481
 TD1481.The geoid height was determined by GEOID03.
 TD1481
 TD1481.The dynamic height is computed by dividing the NAVD 88
 TD1481.geopotential number by the normal gravity value computed on the
 TD1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1481.degrees latitude (g = 980.6199 gals.).
 TD1481
 TD1481.The modeled gravity was interpolated from observed gravity values.
 TD1481
 TD1481;                    North         East    Units  Estimated Accuracy
 TD1481;SPC MN N     -   282,990.      508,280.      MT  (+/- 180 meters Scaled)
 TD1481
 TD1481                          SUPERSEDED SURVEY CONTROL
 TD1481
 TD1481.No superseded survey control is available for this station.
 TD1481
 TD1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU476270(NAD 83)
 TD1481_MARKER: DB = BENCH MARK DISK
 TD1481_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TD1481+WITH SETTING: PAVEMENT
 TD1481_SP_SET: CONCRETE SIGN BASE
 TD1481_STAMPING: 6017 AA 1986
 TD1481_MARK LOGO: MNDT  
 TD1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1481+STABILITY: SURFACE MOTION
 TD1481
 TD1481  HISTORY     - Date     Condition        Report By
 TD1481  HISTORY     - 1986     MONUMENTED       MNDT
 TD1481
 TD1481                          STATION DESCRIPTION
 TD1481
 TD1481'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1481'10 MI NORTH FROM EAST GRAND FORKS.
 TD1481'THE MARK IS LOCATED ABOUT 10 MILES NORTH OF THE TOWN OF EAST GRAND
 TD1481'FORKS, IN THE SW 1/4 OF SECTION 7, T153N, R49W, IN THE NORTHWEST
 TD1481'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 220 AND COUNTY ROAD 22,
 TD1481'IN THE CONCRETE BASE OF A PRIBBS STEEL AND MFG SIGN, 10.05 MILES
 TD1481'NORTH ALONG TRUNK HIGHWAY 220 FROM ITS NORTH JUNCTION WITH TRUNK
 TD1481'HIGHWAY 2 IN THE NORTH PART OF EAST GRAND FORKS.  THE MARK, A
 TD1481'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---6017
 TD1481'AA 1986---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHWEST
 TD1481'CORNER OF THE SIGN BASE AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 TD1481'COUNTY ROAD.  THE MARK IS 135.5 FEET NORTH OF THE CENTERLINE OF
 TD1481'COUNTY ROAD 22 AND 65 FEET EAST OF THE CENTER OF A DRIVEWAY.  A
 TD1481'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1482 ***********************************************************************
 TD1482  DESIGNATION -  6017 AB
 TD1482  PID         -  TD1482
 TD1482  STATE/COUNTY-  MN/POLK
 TD1482  USGS QUAD   -  OSLO SE (1966)
 TD1482
 TD1482                         *CURRENT SURVEY CONTROL
 TD1482  ___________________________________________________________________
 TD1482* NAD 83(1986)-  48 04 42.     (N)    097 00 23.     (W)     SCALED    
 TD1482* NAVD 88     -       249.286  (meters)     817.87   (feet)  ADJUSTED  
 TD1482  ___________________________________________________________________
 TD1482  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 TD1482  DYNAMIC HT  -         249.337 (meters)     818.03  (feet)  COMP
 TD1482  MODELED GRAV-     980,810.1   (mgal)                       NAVD 88
 TD1482
 TD1482  VERT ORDER  -  SECOND    CLASS I
 TD1482
 TD1482.The horizontal coordinates were scaled from a topographic map and have
 TD1482.an estimated accuracy of +/- 6 seconds.
 TD1482
 TD1482.The orthometric height was determined by differential leveling
 TD1482.and adjusted by the National Geodetic Survey in June 1991..
 TD1482
 TD1482.The geoid height was determined by GEOID03.
 TD1482
 TD1482.The dynamic height is computed by dividing the NAVD 88
 TD1482.geopotential number by the normal gravity value computed on the
 TD1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1482.degrees latitude (g = 980.6199 gals.).
 TD1482
 TD1482.The modeled gravity was interpolated from observed gravity values.
 TD1482
 TD1482;                    North         East    Units  Estimated Accuracy
 TD1482;SPC MN N     -   282,820.      509,080.      MT  (+/- 180 meters Scaled)
 TD1482
 TD1482                          SUPERSEDED SURVEY CONTROL
 TD1482
 TD1482.No superseded survey control is available for this station.
 TD1482
 TD1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU484269(NAD 83)
 TD1482_MARKER: DR = REFERENCE MARK DISK
 TD1482_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1482_SP_SET: ALUMINUM ALLOY ROD
 TD1482_STAMPING: 6017 AB 1986
 TD1482_MARK LOGO: MNDT  
 TD1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1482
 TD1482  HISTORY     - Date     Condition        Report By
 TD1482  HISTORY     - 1986     MONUMENTED       MNDT
 TD1482
 TD1482                          STATION DESCRIPTION
 TD1482
 TD1482'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1482'8.6 MI SOUTH FROM ALVARADO.
 TD1482'THE MARK IS LOCATED ABOUT 8-1/2 MILES SOUTH OF THE TOWN OF ALVARADO,
 TD1482'IN THE NE 1/4 OF SECTION 18, T153N, R49W, NEAR A DRIVEWAY ON THE
 TD1482'SOUTH RIGHT-OF-WAY OF TRUNK HIGHWAY 220 AT MILEPOINT 37.7, 8.6 MILES
 TD1482'SOUTH ALONG TRUNK HIGHWAY 220 FROM ITS JUNCTION WITH TRUNK HIGHWAY 1
 TD1482'IN ALVARADO.  THE MARK, A STANDARD MNDT ALUMINUM HORIZONTAL REFERENCE
 TD1482'MARK DISK STAMPED---6017 AB 1986---, IS SET ON THE TOP OF A DRIVEN
 TD1482'3/4 INCH DIAMETER BY 40 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 TD1482'SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 TD1482'DRIVEWAY.  THE MARK IS 238 FEET SOUTH OF THE CENTERLINE OF TRUNK
 TD1482'HIGHWAY 220, 17 FEET WEST OF THE CENTER OF A DRIVEWAY, 53.9 FEET
 TD1482'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A METAL GARAGE, 9.2 FEET
 TD1482'NORTH OF A POWER POLE, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.  A
 TD1482'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1456 ***********************************************************************
 TD1456  DESIGNATION -  6017 AC
 TD1456  PID         -  TD1456
 TD1456  STATE/COUNTY-  MN/POLK
 TD1456  USGS QUAD   -  WARREN SW (1982)
 TD1456
 TD1456                         *CURRENT SURVEY CONTROL
 TD1456  ___________________________________________________________________
 TD1456* NAD 83(1986)-  48 04 43.     (N)    096 59 49.     (W)     SCALED    
 TD1456* NAVD 88     -       249.616  (meters)     818.95   (feet)  ADJUSTED  
 TD1456  ___________________________________________________________________
 TD1456  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 TD1456  DYNAMIC HT  -         249.668 (meters)     819.12  (feet)  COMP
 TD1456  MODELED GRAV-     980,812.1   (mgal)                       NAVD 88
 TD1456
 TD1456  VERT ORDER  -  SECOND    CLASS I
 TD1456
 TD1456.The horizontal coordinates were scaled from a topographic map and have
 TD1456.an estimated accuracy of +/- 6 seconds.
 TD1456
 TD1456.The orthometric height was determined by differential leveling
 TD1456.and adjusted by the National Geodetic Survey in June 1991..
 TD1456
 TD1456.The geoid height was determined by GEOID03.
 TD1456
 TD1456.The dynamic height is computed by dividing the NAVD 88
 TD1456.geopotential number by the normal gravity value computed on the
 TD1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1456.degrees latitude (g = 980.6199 gals.).
 TD1456
 TD1456.The modeled gravity was interpolated from observed gravity values.
 TD1456
 TD1456;                    North         East    Units  Estimated Accuracy
 TD1456;SPC MN N     -   282,820.      509,780.      MT  (+/- 180 meters Scaled)
 TD1456
 TD1456                          SUPERSEDED SURVEY CONTROL
 TD1456
 TD1456.No superseded survey control is available for this station.
 TD1456
 TD1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU491269(NAD 83)
 TD1456_MARKER: DR = REFERENCE MARK DISK
 TD1456_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1456_SP_SET: ALUMINUM ALLOY ROD
 TD1456_STAMPING: 6017 AC 1986
 TD1456_MARK LOGO: MNDT  
 TD1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1456
 TD1456  HISTORY     - Date     Condition        Report By
 TD1456  HISTORY     - 1986     MONUMENTED       MNDT
 TD1456
 TD1456                          STATION DESCRIPTION
 TD1456
 TD1456'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1456'8.2 MI SOUTH FROM ALVARADO.
 TD1456'THE MARK IS LOCATED ABOUT 8-1/4 MILES SOUTH OF THE TOWN OF ALVARADO,
 TD1456'IN THE NW 1/4 OF SECTION 17, T153N, R49W, IN THE SOUTHEAST QUADRANT
 TD1456'OF THE INTERSECTION OF COUNTY ROAD 23 AND A NORTH-SOUTH GRAVEL ROAD,
 TD1456'8.2 MILES SOUTH ALONG TRUNK HIGHWAY 220 FROM ITS JUNCTION WITH TRUNK
 TD1456'HIGHWAY 1 IN ALVARADO.  THE MARK, A STANDARD MNDT ALUMINUM HORIZONTAL
 TD1456'REFERENCE MARK DISK STAMPED---6017 AC 1986---, IS SET ON THE TOP OF A
 TD1456'DRIVEN 3/4 INCH DIAMETER BY 43 FOOT LONG ALUMINUM ROD THAT IS FLUSH
 TD1456'WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF
 TD1456'COUNTY ROAD 23.  THE MARK IS 62.5 FEET SOUTH OF THE CENTERLINE OF
 TD1456'COUNTY ROAD 23, 126 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 130.3
 TD1456'FEET SOUTHWEST OF A POWER POLE, AND 1.0 FOOT NORTH OF A STEEL WITNESS
 TD1456'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1457 ***********************************************************************
 TD1457  DESIGNATION -  6017 AD
 TD1457  PID         -  TD1457
 TD1457  STATE/COUNTY-  MN/POLK
 TD1457  USGS QUAD   -  WARREN SW (1982)
 TD1457
 TD1457                         *CURRENT SURVEY CONTROL
 TD1457  ___________________________________________________________________
 TD1457* NAD 83(1986)-  48 05 11.     (N)    096 59 48.     (W)     SCALED    
 TD1457* NAVD 88     -       249.422  (meters)     818.31   (feet)  ADJUSTED  
 TD1457  ___________________________________________________________________
 TD1457  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 TD1457  DYNAMIC HT  -         249.474 (meters)     818.48  (feet)  COMP
 TD1457  MODELED GRAV-     980,813.0   (mgal)                       NAVD 88
 TD1457
 TD1457  VERT ORDER  -  SECOND    CLASS I
 TD1457
 TD1457.The horizontal coordinates were scaled from a topographic map and have
 TD1457.an estimated accuracy of +/- 6 seconds.
 TD1457
 TD1457.The orthometric height was determined by differential leveling
 TD1457.and adjusted by the National Geodetic Survey in June 1991..
 TD1457
 TD1457.The geoid height was determined by GEOID03.
 TD1457
 TD1457.The dynamic height is computed by dividing the NAVD 88
 TD1457.geopotential number by the normal gravity value computed on the
 TD1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1457.degrees latitude (g = 980.6199 gals.).
 TD1457
 TD1457.The modeled gravity was interpolated from observed gravity values.
 TD1457
 TD1457;                    North         East    Units  Estimated Accuracy
 TD1457;SPC MN N     -   283,680.      509,840.      MT  (+/- 180 meters Scaled)
 TD1457
 TD1457                          SUPERSEDED SURVEY CONTROL
 TD1457
 TD1457.No superseded survey control is available for this station.
 TD1457
 TD1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU491278(NAD 83)
 TD1457_MARKER: DR = REFERENCE MARK DISK
 TD1457_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1457_SP_SET: ALUMINUM ALLOY ROD
 TD1457_STAMPING: 6017 AD 1986
 TD1457_MARK LOGO: MNDT  
 TD1457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1457
 TD1457  HISTORY     - Date     Condition        Report By
 TD1457  HISTORY     - 1986     MONUMENTED       MNDT
 TD1457
 TD1457                          STATION DESCRIPTION
 TD1457
 TD1457'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1457'7.7 MI SOUTH FROM ALVARADO.
 TD1457'THE MARK IS LOCATED ABOUT 7-1/2 MILES SOUTH OF THE TOWN OF ALVARADO,
 TD1457'IN THE SW 1/4 OF SECTION 8, T153N, R49W, AT A FIELD ENTRANCE ON THE
 TD1457'EAST RIGHT-OF-WAY OF TRUNK HIGHWAY 220 AT MILEPOINT 38.50, 7.7 MILES
 TD1457'SOUTH ALONG TRUNK HIGHWAY 220 FROM ITS JUNCTION WITH TRUNK HIGHWAY 1
 TD1457'IN ALVARADO.  THE MARK, A STANDARD MNDT ALUMINUM HORIZONTAL REFERENCE
 TD1457'MARK DISK STAMPED---6017 AD 1986---, IS SET ON THE TOP OF A DRIVEN
 TD1457'3/4 INCH DIAMETER BY 48 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 TD1457'SURFACE OF THE GROUND AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 TD1457'HIGHWAY.  THE MARK IS 78.0 FEET EAST OF THE CENTERLINE OF TRUNK
 TD1457'HIGHWAY 220, 33.5 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, 48.8
 TD1457'FEET SOUTHEAST OF THE SOUTH END OF A 36 INCH DIAMETER METAL CULVERT,
 TD1457'AND 1.6 FEET NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 TD1457'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1458 ***********************************************************************
 TD1458  DESIGNATION -  6017 AE
 TD1458  PID         -  TD1458
 TD1458  STATE/COUNTY-  MN/POLK
 TD1458  USGS QUAD   -  WARREN SW (1982)
 TD1458
 TD1458                         *CURRENT SURVEY CONTROL
 TD1458  ___________________________________________________________________
 TD1458* NAD 83(1986)-  48 05 37.     (N)    096 59 47.     (W)     SCALED    
 TD1458* NAVD 88     -       249.271  (meters)     817.82   (feet)  ADJUSTED  
 TD1458  ___________________________________________________________________
 TD1458  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 TD1458  DYNAMIC HT  -         249.323 (meters)     817.99  (feet)  COMP
 TD1458  MODELED GRAV-     980,813.8   (mgal)                       NAVD 88
 TD1458
 TD1458  VERT ORDER  -  SECOND    CLASS I
 TD1458
 TD1458.The horizontal coordinates were scaled from a topographic map and have
 TD1458.an estimated accuracy of +/- 6 seconds.
 TD1458
 TD1458.The orthometric height was determined by differential leveling
 TD1458.and adjusted by the National Geodetic Survey in June 1991..
 TD1458
 TD1458.The geoid height was determined by GEOID03.
 TD1458
 TD1458.The dynamic height is computed by dividing the NAVD 88
 TD1458.geopotential number by the normal gravity value computed on the
 TD1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1458.degrees latitude (g = 980.6199 gals.).
 TD1458
 TD1458.The modeled gravity was interpolated from observed gravity values.
 TD1458
 TD1458;                    North         East    Units  Estimated Accuracy
 TD1458;SPC MN N     -   284,480.      509,910.      MT  (+/- 180 meters Scaled)
 TD1458
 TD1458                          SUPERSEDED SURVEY CONTROL
 TD1458
 TD1458.No superseded survey control is available for this station.
 TD1458
 TD1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU491286(NAD 83)
 TD1458_MARKER: DR = REFERENCE MARK DISK
 TD1458_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1458_SP_SET: ALUMINUM ALLOY ROD
 TD1458_STAMPING: 6017 AE 1986
 TD1458_MARK LOGO: MNDT  
 TD1458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1458
 TD1458  HISTORY     - Date     Condition        Report By
 TD1458  HISTORY     - 1986     MONUMENTED       MNDT
 TD1458
 TD1458                          STATION DESCRIPTION
 TD1458
 TD1458'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1458'7.1 MI SOUTH FROM ALVARADO.
 TD1458'THE MARK IS LOCATED ABOUT 7 MILES SOUTH OF THE TOWN OF ALVARADO, IN
 TD1458'THE SW 1/4 OF SECTION 5, T153N, R49W, IN THE NORTHEAST QUADRANT OF
 TD1458'THE INTERSECTION OF TRUNK HIGHWAY 220 AND AN EAST-WEST GRAVEL ROAD,
 TD1458'7.1 MILES SOUTH ALONG TRUNK HIGHWAY 220 FROM ITS JUNCTION WITH TRUNK
 TD1458'HIGHWAY 1 IN ALVARADO.  THE MARK, A STANDARD MNDT ALUMINUM HORIZONTAL
 TD1458'REFERENCE MARK DISK STAMPED---6017 AE 1986---, IS SET ON THE TOP OF A
 TD1458'DRIVEN 3/4 INCH DIAMETER BY 43 FOOT LONG ALUMINUM ROD THAT IS FLUSH
 TD1458'WITH THE SURFACE OF THE GROUND AND ABOUT 1 FOOT BELOW THE LEVEL OF
 TD1458'THE GRAVEL ROAD.  THE MARK IS 130 FEET EAST OF THE CENTERLINE OF
 TD1458'TRUNK HIGHWAY 220 AT MILEPOINT 39.05, 61.5 FEET NORTH OF THE CENTER
 TD1458'OF A GRAVEL ROAD, 45 FEET EAST OF A POWER POLE, 67.2 FEET
 TD1458'EAST-NORTHEAST OF UNDERGROUND CABLE MARKER NUMBER T1, AND 13 FEET
 TD1458'NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 TD1458'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1459 ***********************************************************************
 TD1459  DESIGNATION -  6017 AF
 TD1459  PID         -  TD1459
 TD1459  STATE/COUNTY-  MN/POLK
 TD1459  USGS QUAD   -  WARREN SW (1982)
 TD1459
 TD1459                         *CURRENT SURVEY CONTROL
 TD1459  ___________________________________________________________________
 TD1459* NAD 83(1986)-  48 06 30.     (N)    096 59 47.     (W)     SCALED    
 TD1459* NAVD 88     -       249.845  (meters)     819.70   (feet)  ADJUSTED  
 TD1459  ___________________________________________________________________
 TD1459  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 TD1459  DYNAMIC HT  -         249.898 (meters)     819.87  (feet)  COMP
 TD1459  MODELED GRAV-     980,815.4   (mgal)                       NAVD 88
 TD1459
 TD1459  VERT ORDER  -  SECOND    CLASS I
 TD1459
 TD1459.The horizontal coordinates were scaled from a topographic map and have
 TD1459.an estimated accuracy of +/- 6 seconds.
 TD1459
 TD1459.The orthometric height was determined by differential leveling
 TD1459.and adjusted by the National Geodetic Survey in June 1991..
 TD1459
 TD1459.The geoid height was determined by GEOID03.
 TD1459
 TD1459.The dynamic height is computed by dividing the NAVD 88
 TD1459.geopotential number by the normal gravity value computed on the
 TD1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1459.degrees latitude (g = 980.6199 gals.).
 TD1459
 TD1459.The modeled gravity was interpolated from observed gravity values.
 TD1459
 TD1459;                    North         East    Units  Estimated Accuracy
 TD1459;SPC MN N     -   286,120.      509,990.      MT  (+/- 180 meters Scaled)
 TD1459
 TD1459                          SUPERSEDED SURVEY CONTROL
 TD1459
 TD1459.No superseded survey control is available for this station.
 TD1459
 TD1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU491302(NAD 83)
 TD1459_MARKER: DR = REFERENCE MARK DISK
 TD1459_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1459_SP_SET: ALUMINUM ALLOY ROD
 TD1459_STAMPING: 6017 AF 1986
 TD1459_MARK LOGO: MNDT  
 TD1459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1459
 TD1459  HISTORY     - Date     Condition        Report By
 TD1459  HISTORY     - 1986     MONUMENTED       MNDT
 TD1459
 TD1459                          STATION DESCRIPTION
 TD1459
 TD1459'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1459'6.1 MI SOUTH FROM ALVARADO.
 TD1459'THE MARK IS LOCATED ABOUT 6 MILES SOUTH OF THE TOWN OF ALVARADO, IN
 TD1459'THE SW 1/4 OF SECTION 32, T154N, R49W, ON THE NORTH RIGHT-OF-WAY OF A
 TD1459'GRAVEL ROAD ABOUT 300 FEET EAST OF TRUNK HIGHWAY 220 AT MILEPOINT
 TD1459'40.05, 6.1 MILES SOUTH ALONG TRUNK HIGHWAY 220 FROM ITS JUNCTION WITH
 TD1459'TRUNK HIGHWAY 1 IN ALVARADO.  THE MARK, A STANDARD MNDT ALUMINUM
 TD1459'HORIZONTAL REFERENCE MARK DISK STAMPED---6017 AF 1986---, IS SET ON
 TD1459'THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 43 FOOT LONG ALUMINUM ROD
 TD1459'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 3 FEET BELOW
 TD1459'THE LEVEL OF THE GRAVEL ROAD.  THE MARK IS 30.5 FEET NORTH OF THE
 TD1459'CENTER OF A GRAVEL ROAD, 72 FEET EAST OF THE CENTER OF AN ENTRANCE, 7
 TD1459'FEET WEST OF A POWER POLE, AND 2.1 FEET EAST-SOUTHEAST OF A STEEL
 TD1459'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1460 ***********************************************************************
 TD1460  DESIGNATION -  6017 AG
 TD1460  PID         -  TD1460
 TD1460  STATE/COUNTY-  MN/POLK
 TD1460  USGS QUAD   -  WARREN SW (1982)
 TD1460
 TD1460                         *CURRENT SURVEY CONTROL
 TD1460  ___________________________________________________________________
 TD1460* NAD 83(1986)-  48 07 06.     (N)    096 59 56.     (W)     SCALED    
 TD1460* NAVD 88     -       248.900  (meters)     816.60   (feet)  ADJUSTED  
 TD1460  ___________________________________________________________________
 TD1460  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 TD1460  DYNAMIC HT  -         248.952 (meters)     816.77  (feet)  COMP
 TD1460  MODELED GRAV-     980,816.6   (mgal)                       NAVD 88
 TD1460
 TD1460  VERT ORDER  -  SECOND    CLASS I
 TD1460
 TD1460.The horizontal coordinates were scaled from a topographic map and have
 TD1460.an estimated accuracy of +/- 6 seconds.
 TD1460
 TD1460.The orthometric height was determined by differential leveling
 TD1460.and adjusted by the National Geodetic Survey in June 1991..
 TD1460
 TD1460.The geoid height was determined by GEOID03.
 TD1460
 TD1460.The dynamic height is computed by dividing the NAVD 88
 TD1460.geopotential number by the normal gravity value computed on the
 TD1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1460.degrees latitude (g = 980.6199 gals.).
 TD1460
 TD1460.The modeled gravity was interpolated from observed gravity values.
 TD1460
 TD1460;                    North         East    Units  Estimated Accuracy
 TD1460;SPC MN N     -   287,240.      509,860.      MT  (+/- 180 meters Scaled)
 TD1460
 TD1460                          SUPERSEDED SURVEY CONTROL
 TD1460
 TD1460.No superseded survey control is available for this station.
 TD1460
 TD1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU489313(NAD 83)
 TD1460_MARKER: DR = REFERENCE MARK DISK
 TD1460_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1460_SP_SET: ALUMINUM ALLOY ROD
 TD1460_STAMPING: 6017 AG 1986
 TD1460_MARK LOGO: MNDT  
 TD1460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1460
 TD1460  HISTORY     - Date     Condition        Report By
 TD1460  HISTORY     - 1986     MONUMENTED       MNDT
 TD1460
 TD1460                          STATION DESCRIPTION
 TD1460
 TD1460'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1460'5.4 MI SOUTH FROM ALVARADO.
 TD1460'THE MARK IS LOCATED ABOUT 5-1/2 MILES SOUTH OF THE TOWN OF ALVARADO,
 TD1460'IN THE NE 1/4 OF SECTION 31, T154N, R49W, ON THE WEST RIGHT-OF-WAY OF
 TD1460'TRUNK HIGHWAY 220 AT MILEPOINT 40.75, 5.4 MILES SOUTH ALONG TRUNK
 TD1460'HIGHWAY 220 FROM ITS JUNCTION WITH TRUNK HIGHWAY 1 IN ALVARADO.  THE
 TD1460'MARK, A STANDARD MNDT ALUMINUM HORIZONTAL REFERENCE MARK DISK
 TD1460'STAMPED---6017 AG 1986---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 TD1460'DIAMETER BY 43 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 TD1460'OF THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  THE
 TD1460'MARK IS 61.7 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 220, 7.9
 TD1460'FEET NORTH-NORTHEAST OF A POWER POLE, AND 1.6 FEET SOUTH OF A STEEL
 TD1460'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1461 ***********************************************************************
 TD1461  DESIGNATION -  6017 AH
 TD1461  PID         -  TD1461
 TD1461  STATE/COUNTY-  MN/POLK
 TD1461  USGS QUAD   -  ALVARADO (1982)
 TD1461
 TD1461                         *CURRENT SURVEY CONTROL
 TD1461  ___________________________________________________________________
 TD1461* NAD 83(1986)-  48 07 47.     (N)    096 59 52.     (W)     SCALED    
 TD1461* NAVD 88     -       248.059  (meters)     813.84   (feet)  ADJUSTED  
 TD1461  ___________________________________________________________________
 TD1461  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 TD1461  DYNAMIC HT  -         248.112 (meters)     814.01  (feet)  COMP
 TD1461  MODELED GRAV-     980,818.0   (mgal)                       NAVD 88
 TD1461
 TD1461  VERT ORDER  -  SECOND    CLASS I
 TD1461
 TD1461.The horizontal coordinates were scaled from a topographic map and have
 TD1461.an estimated accuracy of +/- 6 seconds.
 TD1461
 TD1461.The orthometric height was determined by differential leveling
 TD1461.and adjusted by the National Geodetic Survey in June 1991..
 TD1461
 TD1461.The geoid height was determined by GEOID03.
 TD1461
 TD1461.The dynamic height is computed by dividing the NAVD 88
 TD1461.geopotential number by the normal gravity value computed on the
 TD1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1461.degrees latitude (g = 980.6199 gals.).
 TD1461
 TD1461.The modeled gravity was interpolated from observed gravity values.
 TD1461
 TD1461;                    North         East    Units  Estimated Accuracy
 TD1461;SPC MN N     -   288,500.      510,000.      MT  (+/- 180 meters Scaled)
 TD1461
 TD1461                          SUPERSEDED SURVEY CONTROL
 TD1461
 TD1461.No superseded survey control is available for this station.
 TD1461
 TD1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU489326(NAD 83)
 TD1461_MARKER: DR = REFERENCE MARK DISK
 TD1461_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1461_SP_SET: ALUMINUM ALLOY ROD
 TD1461_STAMPING: 6017 AH 1986
 TD1461_MARK LOGO: MNDT  
 TD1461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1461
 TD1461  HISTORY     - Date     Condition        Report By
 TD1461  HISTORY     - 1986     MONUMENTED       MNDT
 TD1461
 TD1461                          STATION DESCRIPTION
 TD1461
 TD1461'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1461'4.6 MI SOUTH FROM ALVARADO.
 TD1461'THE MARK IS LOCATED ABOUT 4-1/2 MILES SOUTH OF THE TOWN OF ALVARADO,
 TD1461'IN THE NE 1/4 OF SECTION 30, T154N, R49W, AT A FIELD ENTRANCE ON THE
 TD1461'EAST RIGHT-OF-WAY OF TRUNK HIGHWAY 220 AT MILEPOINT 41.55, 4.6 MILES
 TD1461'SOUTH ALONG TRUNK HIGHWAY 220 FROM ITS JUNCTION WITH TRUNK HIGHWAY 1
 TD1461'IN ALVARADO.  THE MARK, A STANDARD MNDT ALUMINUM HORIZONTAL REFERENCE
 TD1461'MARK DISK STAMPED---6017 AH 1986---, IS SET ON THE TOP OF A DRIVEN
 TD1461'3/4 INCH DIAMETER BY 43 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 TD1461'SURFACE OF THE GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 TD1461'HIGHWAY.  THE MARK IS 59.2 FEET EAST OF THE CENTERLINE OF TRUNK
 TD1461'HIGHWAY 220, 20.5 FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, 24.6
 TD1461'FEET EAST-SOUTHEAST OF THE SOUTH END OF A 36 INCH DIAMETER METAL
 TD1461'CULVERT, 1.2 FEET WEST-SOUTHWEST OF A RIGHT-OF-WAY POST, AND 1.9 FEET
 TD1461'NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 TD1461'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1462 ***********************************************************************
 TD1462  DESIGNATION -  6017 AJ
 TD1462  PID         -  TD1462
 TD1462  STATE/COUNTY-  MN/POLK
 TD1462  USGS QUAD   -  ALVARADO (1982)
 TD1462
 TD1462                         *CURRENT SURVEY CONTROL
 TD1462  ___________________________________________________________________
 TD1462* NAD 83(1986)-  48 08 13.     (N)    096 59 48.     (W)     SCALED    
 TD1462* NAVD 88     -       248.812  (meters)     816.31   (feet)  ADJUSTED  
 TD1462  ___________________________________________________________________
 TD1462  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 TD1462  DYNAMIC HT  -         248.865 (meters)     816.48  (feet)  COMP
 TD1462  MODELED GRAV-     980,818.8   (mgal)                       NAVD 88
 TD1462
 TD1462  VERT ORDER  -  SECOND    CLASS I
 TD1462
 TD1462.The horizontal coordinates were scaled from a topographic map and have
 TD1462.an estimated accuracy of +/- 6 seconds.
 TD1462
 TD1462.The orthometric height was determined by differential leveling
 TD1462.and adjusted by the National Geodetic Survey in June 1991..
 TD1462
 TD1462.The geoid height was determined by GEOID03.
 TD1462
 TD1462.The dynamic height is computed by dividing the NAVD 88
 TD1462.geopotential number by the normal gravity value computed on the
 TD1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1462.degrees latitude (g = 980.6199 gals.).
 TD1462
 TD1462.The modeled gravity was interpolated from observed gravity values.
 TD1462
 TD1462;                    North         East    Units  Estimated Accuracy
 TD1462;SPC MN N     -   289,290.      510,130.      MT  (+/- 180 meters Scaled)
 TD1462
 TD1462                          SUPERSEDED SURVEY CONTROL
 TD1462
 TD1462.No superseded survey control is available for this station.
 TD1462
 TD1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU490334(NAD 83)
 TD1462_MARKER: DR = REFERENCE MARK DISK
 TD1462_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1462_SP_SET: ALUMINUM ALLOY ROD
 TD1462_STAMPING: 6017 AJ 1986
 TD1462_MARK LOGO: MNDT  
 TD1462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1462
 TD1462  HISTORY     - Date     Condition        Report By
 TD1462  HISTORY     - 1986     MONUMENTED       MNDT
 TD1462
 TD1462                          STATION DESCRIPTION
 TD1462
 TD1462'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1462'4.1 MI SOUTH FROM ALVARADO.
 TD1462'THE MARK IS LOCATED ABOUT 4 MILES SOUTH OF THE TOWN OF ALVARADO, IN
 TD1462'THE NW 1/4 OF SECTION 29, T154N, R49W, ON THE SOUTH RIGHT-OF-WAY OF
 TD1462'COUNTY ROAD 69 ABOUT 200 FEET EAST OF TRUNK HIGHWAY 220 AT MILEPOINT
 TD1462'42.05, 4.1 MILES SOUTH ALONG TRUNK HIGHWAY 220 FROM ITS JUNCTION WITH
 TD1462'TRUNK HIGHWAY 1 IN ALVARADO.  THE MARK, A STANDARD MNDT ALUMINUM
 TD1462'HORIZONTAL REFERENCE MARK DISK STAMPED---6017 AJ 1986---, IS SET ON
 TD1462'THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 48 FOOT LONG ALUMINUM ROD
 TD1462'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 1/2 FOOT BELOW
 TD1462'THE LEVEL OF COUNTY ROAD 69.  THE MARK IS 207 FEET EAST OF THE
 TD1462'CENTERLINE OF TRUNK HIGHWAY 220, 22 FEET SOUTH OF THE CENTER OF
 TD1462'COUNTY ROAD 69, 161.0 FEET EAST-NORTHEAST OF AN UNDERGROUND CABLE
 TD1462'MARKER, 88.5 FEET EAST OF A COUNTY ROAD 69 SIGNPOST, AND 4.2 FEET
 TD1462'NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 TD1462'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1463 ***********************************************************************
 TD1463  DESIGNATION -  6017 AK
 TD1463  PID         -  TD1463
 TD1463  STATE/COUNTY-  MN/POLK
 TD1463  USGS QUAD   -  ALVARADO (1982)
 TD1463
 TD1463                         *CURRENT SURVEY CONTROL
 TD1463  ___________________________________________________________________
 TD1463* NAD 83(1986)-  48 08 54.     (N)    096 59 50.     (W)     SCALED    
 TD1463* NAVD 88     -       248.218  (meters)     814.36   (feet)  ADJUSTED  
 TD1463  ___________________________________________________________________
 TD1463  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 TD1463  DYNAMIC HT  -         248.272 (meters)     814.54  (feet)  COMP
 TD1463  MODELED GRAV-     980,820.3   (mgal)                       NAVD 88
 TD1463
 TD1463  VERT ORDER  -  SECOND    CLASS I
 TD1463
 TD1463.The horizontal coordinates were scaled from a topographic map and have
 TD1463.an estimated accuracy of +/- 6 seconds.
 TD1463
 TD1463.The orthometric height was determined by differential leveling
 TD1463.and adjusted by the National Geodetic Survey in June 1991..
 TD1463
 TD1463.The geoid height was determined by GEOID03.
 TD1463
 TD1463.The dynamic height is computed by dividing the NAVD 88
 TD1463.geopotential number by the normal gravity value computed on the
 TD1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1463.degrees latitude (g = 980.6199 gals.).
 TD1463
 TD1463.The modeled gravity was interpolated from observed gravity values.
 TD1463
 TD1463;                    North         East    Units  Estimated Accuracy
 TD1463;SPC MN N     -   290,560.      510,150.      MT  (+/- 180 meters Scaled)
 TD1463
 TD1463                          SUPERSEDED SURVEY CONTROL
 TD1463
 TD1463.No superseded survey control is available for this station.
 TD1463
 TD1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU489347(NAD 83)
 TD1463_MARKER: DR = REFERENCE MARK DISK
 TD1463_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1463_SP_SET: ALUMINUM ALLOY ROD
 TD1463_STAMPING: 6017 AK 1986
 TD1463_MARK LOGO: MNDT  
 TD1463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1463
 TD1463  HISTORY     - Date     Condition        Report By
 TD1463  HISTORY     - 1986     MONUMENTED       MNDT
 TD1463
 TD1463                          STATION DESCRIPTION
 TD1463
 TD1463'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1463'3.3 MI SOUTH FROM ALVARADO.
 TD1463'THE MARK IS LOCATED ABOUT 3-1/4 MILES SOUTH OF THE TOWN OF ALVARADO,
 TD1463'IN THE NW 1/4 OF SECTION 20, T154N, R49W, AT A DRIVEWAY ON THE EAST
 TD1463'RIGHT-OF-WAY OF TRUNK HIGHWAY 220 AT MILEPOINT 42.85, 3.3 MILES SOUTH
 TD1463'ALONG TRUNK HIGHWAY 220 FROM ITS JUNCTION WITH TRUNK HIGHWAY 1 IN
 TD1463'ALVARADO.  THE MARK, A STANDARD MNDT ALUMINUM HORIZONTAL REFERENCE
 TD1463'MARK DISK STAMPED---6017 AK 1986---, IS SET ON THE TOP OF A DRIVEN
 TD1463'3/4 INCH DIAMETER BY 41 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 TD1463'SURFACE OF THE GROUND.  THE MARK IS 61.0 FEET EAST OF THE CENTERLINE
 TD1463'OF TRUNK HIGHWAY 220, 51 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 18.2
 TD1463'FEET SOUTH OF AN UNDERGROUND CABLE MARKER, 9.5 FEET SOUTH-SOUTHEAST
 TD1463'OF A POWER POLE, AND 1.8 FEET NORTH OF A STEEL WITNESS POST.  A
 TD1463'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1483 ***********************************************************************
 TD1483  DESIGNATION -  6017 AL
 TD1483  PID         -  TD1483
 TD1483  STATE/COUNTY-  MN/POLK
 TD1483  USGS QUAD   -  ALVARADO (1982)
 TD1483
 TD1483                         *CURRENT SURVEY CONTROL
 TD1483  ___________________________________________________________________
 TD1483* NAD 83(1986)-  48 09 05.     (N)    096 59 54.     (W)     SCALED    
 TD1483* NAVD 88     -       249.790  (meters)     819.52   (feet)  ADJUSTED  
 TD1483  ___________________________________________________________________
 TD1483  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 TD1483  DYNAMIC HT  -         249.844 (meters)     819.70  (feet)  COMP
 TD1483  MODELED GRAV-     980,820.6   (mgal)                       NAVD 88
 TD1483
 TD1483  VERT ORDER  -  SECOND    CLASS I
 TD1483
 TD1483.The horizontal coordinates were scaled from a topographic map and have
 TD1483.an estimated accuracy of +/- 6 seconds.
 TD1483
 TD1483.The orthometric height was determined by differential leveling
 TD1483.and adjusted by the National Geodetic Survey in June 1991..
 TD1483
 TD1483.The geoid height was determined by GEOID03.
 TD1483
 TD1483.The dynamic height is computed by dividing the NAVD 88
 TD1483.geopotential number by the normal gravity value computed on the
 TD1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1483.degrees latitude (g = 980.6199 gals.).
 TD1483
 TD1483.The modeled gravity was interpolated from observed gravity values.
 TD1483
 TD1483;                    North         East    Units  Estimated Accuracy
 TD1483;SPC MN N     -   290,900.      510,080.      MT  (+/- 180 meters Scaled)
 TD1483
 TD1483                          SUPERSEDED SURVEY CONTROL
 TD1483
 TD1483.No superseded survey control is available for this station.
 TD1483
 TD1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU488350(NAD 83)
 TD1483_MARKER: DB = BENCH MARK DISK
 TD1483_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TD1483_SP_SET: HEADWALL OF CULVERT
 TD1483_STAMPING: 6017 AL 1986
 TD1483_MARK LOGO: MNDT  
 TD1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1483+STABILITY: SURFACE MOTION
 TD1483
 TD1483  HISTORY     - Date     Condition        Report By
 TD1483  HISTORY     - 1986     MONUMENTED       MNDT
 TD1483
 TD1483                          STATION DESCRIPTION
 TD1483
 TD1483'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1483'3 MI SOUTH FROM ALVARADO.
 TD1483'THE MARK IS LOCATED ABOUT 3 MILES SOUTH OF THE TOWN OF ALVARADO, IN
 TD1483'THE NW 1/4 OF SECTION 20, T154N, R49W, IN THE SOUTHEAST QUADRANT OF
 TD1483'THE INTERSECTION OF TRUNK HIGHWAY 220 AND A GRAVEL ROAD, IN THE
 TD1483'SOUTHEAST CONCRETE HEADWALL OF A CULVERT FOR A DITCH CROSSING, 3.1
 TD1483'MILES SOUTH ALONG TRUNK HIGHWAY 220 FROM ITS JUNCTION WITH TRUNK
 TD1483'HIGHWAY 1 IN ALVARADO.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 TD1483'STAMPED---6017 AL 1986---, IS SET FLUSH IN THE TOP OF THE SOUTHEAST
 TD1483'CORNER OF THE HEADWALL AND IS ABOUT 1-1/2 FEET BELOW THE LEVEL OF THE
 TD1483'HIGHWAY.  THE MARK IS 42.0 FEET EAST OF THE CENTERLINE OF TRUNK
 TD1483'HIGHWAY 220 AT MILEPOINT 43.05, 78.5 FEET SOUTH OF THE CENTER OF THE
 TD1483'GRAVEL ROAD, AND 42.5 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1464 ***********************************************************************
 TD1464  DESIGNATION -  6017 AM
 TD1464  PID         -  TD1464
 TD1464  STATE/COUNTY-  MN/POLK
 TD1464  USGS QUAD   -  ALVARADO (1982)
 TD1464
 TD1464                         *CURRENT SURVEY CONTROL
 TD1464  ___________________________________________________________________
 TD1464* NAD 83(1986)-  48 09 42.     (N)    096 59 54.     (W)     SCALED    
 TD1464* NAVD 88     -       248.133  (meters)     814.08   (feet)  ADJUSTED  
 TD1464  ___________________________________________________________________
 TD1464  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 TD1464  DYNAMIC HT  -         248.187 (meters)     814.26  (feet)  COMP
 TD1464  MODELED GRAV-     980,821.9   (mgal)                       NAVD 88
 TD1464
 TD1464  VERT ORDER  -  SECOND    CLASS I
 TD1464
 TD1464.The horizontal coordinates were scaled from a topographic map and have
 TD1464.an estimated accuracy of +/- 6 seconds.
 TD1464
 TD1464.The orthometric height was determined by differential leveling
 TD1464.and adjusted by the National Geodetic Survey in June 1991..
 TD1464
 TD1464.The geoid height was determined by GEOID03.
 TD1464
 TD1464.The dynamic height is computed by dividing the NAVD 88
 TD1464.geopotential number by the normal gravity value computed on the
 TD1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1464.degrees latitude (g = 980.6199 gals.).
 TD1464
 TD1464.The modeled gravity was interpolated from observed gravity values.
 TD1464
 TD1464;                    North         East    Units  Estimated Accuracy
 TD1464;SPC MN N     -   292,050.      510,140.      MT  (+/- 180 meters Scaled)
 TD1464
 TD1464                          SUPERSEDED SURVEY CONTROL
 TD1464
 TD1464.No superseded survey control is available for this station.
 TD1464
 TD1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU488362(NAD 83)
 TD1464_MARKER: DR = REFERENCE MARK DISK
 TD1464_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1464_SP_SET: ALUMINUM ALLOY ROD
 TD1464_STAMPING: 6017 AM 1986
 TD1464_MARK LOGO: MNDT  
 TD1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1464
 TD1464  HISTORY     - Date     Condition        Report By
 TD1464  HISTORY     - 1986     MONUMENTED       MNDT
 TD1464
 TD1464                          STATION DESCRIPTION
 TD1464
 TD1464'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1464'2.4 MI SOUTH FROM ALVARADO.
 TD1464'THE MARK IS LOCATED ABOUT 2-1/2 MILES SOUTH OF THE TOWN OF ALVARADO,
 TD1464'IN THE NW 1/4 OF SECTION 17, T154N, R49W, ON THE EAST RIGHT-OF-WAY OF
 TD1464'TRUNK HIGHWAY 220 AT MILEPOINT 43.75, 2.35 MILES SOUTH ALONG TRUNK
 TD1464'HIGHWAY 220 FROM ITS JUNCTION WITH TRUNK HIGHWAY 1 IN ALVARADO.  THE
 TD1464'MARK, A STANDARD MNDT ALUMINUM HORIZONTAL REFERENCE MARK DISK
 TD1464'STAMPED---6017 AM 1986---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 TD1464'DIAMETER BY 48 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 TD1464'OF THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  THE
 TD1464'MARK IS 56.5 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 220, 41.6
 TD1464'FEET SOUTH OF A POWER POLE, 8.7 FEET SOUTH OF UNDERGROUND CABLE
 TD1464'MARKER NUMBER E19, AND 1.9 FEET NORTH OF A STEEL WITNESS POST.  A
 TD1464'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1435 ***********************************************************************
 TD1435  DESIGNATION -  6017 E
 TD1435  PID         -  TD1435
 TD1435  STATE/COUNTY-  MN/POLK
 TD1435  USGS QUAD   -  OSLO SE (1966)
 TD1435
 TD1435                         *CURRENT SURVEY CONTROL
 TD1435  ___________________________________________________________________
 TD1435* NAD 83(1986)-  48 02 08.     (N)    097 01 08.     (W)     SCALED    
 TD1435* NAVD 88     -       249.736  (meters)     819.34   (feet)  ADJUSTED  
 TD1435  ___________________________________________________________________
 TD1435  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 TD1435  DYNAMIC HT  -         249.786 (meters)     819.51  (feet)  COMP
 TD1435  MODELED GRAV-     980,805.2   (mgal)                       NAVD 88
 TD1435
 TD1435  VERT ORDER  -  SECOND    CLASS I
 TD1435
 TD1435.The horizontal coordinates were scaled from a topographic map and have
 TD1435.an estimated accuracy of +/- 6 seconds.
 TD1435
 TD1435.The orthometric height was determined by differential leveling
 TD1435.and adjusted by the National Geodetic Survey in June 1991..
 TD1435
 TD1435.The geoid height was determined by GEOID03.
 TD1435
 TD1435.The dynamic height is computed by dividing the NAVD 88
 TD1435.geopotential number by the normal gravity value computed on the
 TD1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1435.degrees latitude (g = 980.6199 gals.).
 TD1435
 TD1435.The modeled gravity was interpolated from observed gravity values.
 TD1435
 TD1435;                    North         East    Units  Estimated Accuracy
 TD1435;SPC MN N     -   278,120.      507,900.      MT  (+/- 180 meters Scaled)
 TD1435
 TD1435                          SUPERSEDED SURVEY CONTROL
 TD1435
 TD1435.No superseded survey control is available for this station.
 TD1435
 TD1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU476221(NAD 83)
 TD1435_MARKER: DB = BENCH MARK DISK
 TD1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1435_SP_SET: CONCRETE MONUMENT
 TD1435_STAMPING: 6017 E 1972
 TD1435_MARK LOGO: MNHD  
 TD1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1435+STABILITY: SURFACE MOTION
 TD1435
 TD1435  HISTORY     - Date     Condition        Report By
 TD1435  HISTORY     - 1972     MONUMENTED       MNHD
 TD1435  HISTORY     - 1986     GOOD             MNDT
 TD1435
 TD1435                          STATION DESCRIPTION
 TD1435
 TD1435'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1435'7 MI NORTH FROM EAST GRAND FORKS.
 TD1435'THE MARK IS LOCATED ABOUT 7 MILES NORTH OF THE TOWN OF EAST GRAND
 TD1435'FORKS, IN THE SW 1/4 OF SECTION 30, T152N, R49W, IN THE NORTHEAST
 TD1435'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 220 AND AN EAST-WEST
 TD1435'GRAVEL ROAD, 6.95 MILES NORTH ALONG TRUNK HIGHWAY 220 FROM ITS
 TD1435'JUNCTION WITH TRUNK HIGHWAY 2 IN THE NORTH PART OF EAST GRAND FORKS.
 TD1435'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---6017 E 1972---,
 TD1435'IS SET IN THE TOP OF A 6 INCH DIAMETER BY 6 FOOT LONG PRECAST
 TD1435'CONCRETE MONUMENT THAT IS BURIED 0.5 FOOT BELOW THE SURFACE OF THE
 TD1435'GROUND AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  THE MARK
 TD1435'IS 69.7 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 220 AT MILEPOINT
 TD1435'34.15, 39 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 36 FEET WEST OF
 TD1435'THE CENTER OF AN ENTRANCE, 19 FEET EAST-NORTHEAST OF A POWER POLE,
 TD1435'AND 0.9 FOOT WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1480 ***********************************************************************
 TD1480  DESIGNATION -  6017 F
 TD1480  PID         -  TD1480
 TD1480  STATE/COUNTY-  MN/POLK
 TD1480  USGS QUAD   -  OSLO SE (1966)
 TD1480
 TD1480                         *CURRENT SURVEY CONTROL
 TD1480  ___________________________________________________________________
 TD1480* NAD 83(1986)-  48 01 10.     (N)    097 01 13.     (W)     SCALED    
 TD1480* NAVD 88     -       249.707  (meters)     819.25   (feet)  ADJUSTED  
 TD1480  ___________________________________________________________________
 TD1480  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 TD1480  DYNAMIC HT  -         249.756 (meters)     819.41  (feet)  COMP
 TD1480  MODELED GRAV-     980,803.9   (mgal)                       NAVD 88
 TD1480
 TD1480  VERT ORDER  -  SECOND    CLASS I
 TD1480
 TD1480.The horizontal coordinates were scaled from a topographic map and have
 TD1480.an estimated accuracy of +/- 6 seconds.
 TD1480
 TD1480.The orthometric height was determined by differential leveling
 TD1480.and adjusted by the National Geodetic Survey in June 1991..
 TD1480
 TD1480.The geoid height was determined by GEOID03.
 TD1480
 TD1480.The dynamic height is computed by dividing the NAVD 88
 TD1480.geopotential number by the normal gravity value computed on the
 TD1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1480.degrees latitude (g = 980.6199 gals.).
 TD1480
 TD1480.The modeled gravity was interpolated from observed gravity values.
 TD1480
 TD1480;                    North         East    Units  Estimated Accuracy
 TD1480;SPC MN N     -   276,340.      507,710.      MT  (+/- 180 meters Scaled)
 TD1480
 TD1480                          SUPERSEDED SURVEY CONTROL
 TD1480
 TD1480.No superseded survey control is available for this station.
 TD1480
 TD1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU476203(NAD 83)
 TD1480_MARKER: DB = BENCH MARK DISK
 TD1480_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TD1480_SP_SET: CONCRETE BOX CULVERT
 TD1480_STAMPING: 6017 F 1986
 TD1480_MARK LOGO: MNHD  
 TD1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1480+STABILITY: SURFACE MOTION
 TD1480
 TD1480  HISTORY     - Date     Condition        Report By
 TD1480  HISTORY     - 1972     MONUMENTED       MNHD
 TD1480  HISTORY     - 1986     GOOD             MNDT
 TD1480
 TD1480                          STATION DESCRIPTION
 TD1480
 TD1480'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1480'5.8 MI NORTH FROM EAST GRAND FORKS.
 TD1480'THE MARK IS LOCATED ABOUT 5-3/4 MILES NORTH OF THE TOWN OF EAST GRAND
 TD1480'FORKS, IN THE NW 1/4 OF SECTION 1, T152N, R50W, IN THE SOUTHEAST
 TD1480'CORNER OF A CONCRETE BOX CULVERT, 5.8 MILES NORTH ALONG TRUNK HIGHWAY
 TD1480'220 FROM ITS NORTH JUNCTION WITH TRUNK HIGHWAY 2 IN THE NORTH PART OF
 TD1480'EAST GRAND FORKS.  THE MARK, A STANDARD MNHD BENCH MARK DISK SET IN
 TD1480'1972 AND STAMPED---6017 F 1986--- IN 1986, IS SET FLUSH IN THE TOP OF
 TD1480'THE SOUTHEAST CORNER OF THE BOX CULVERT AND IT IS ABOUT 2 FEET BELOW
 TD1480'THE LEVEL OF THE HIGHWAY.  THE MARK IS 30.5 FEET EAST OF THE
 TD1480'CENTERLINE OF TRUNK HIGHWAY 220 AND 7.5 FEET NORTH OF MILEPOST 33.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1624 ***********************************************************************
 SL1624  DESIGNATION -  6017 N
 SL1624  PID         -  SL1624
 SL1624  STATE/COUNTY-  MN/POLK
 SL1624  USGS QUAD   -  GRAND FORKS (1994)
 SL1624
 SL1624                         *CURRENT SURVEY CONTROL
 SL1624  ___________________________________________________________________
 SL1624* NAD 83(1986)-  47 56 09.     (N)    097 01 12.     (W)     SCALED    
 SL1624* NAVD 88     -       254.278  (meters)     834.24   (feet)  ADJUSTED  
 SL1624  ___________________________________________________________________
 SL1624  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 SL1624  DYNAMIC HT  -         254.327 (meters)     834.40  (feet)  COMP
 SL1624  MODELED GRAV-     980,799.3   (mgal)                       NAVD 88
 SL1624
 SL1624  VERT ORDER  -  SECOND    CLASS I
 SL1624
 SL1624.The horizontal coordinates were scaled from a topographic map and have
 SL1624.an estimated accuracy of +/- 6 seconds.
 SL1624
 SL1624.The orthometric height was determined by differential leveling
 SL1624.and adjusted by the National Geodetic Survey in June 1991..
 SL1624
 SL1624.The geoid height was determined by GEOID03.
 SL1624
 SL1624.The dynamic height is computed by dividing the NAVD 88
 SL1624.geopotential number by the normal gravity value computed on the
 SL1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1624.degrees latitude (g = 980.6199 gals.).
 SL1624
 SL1624.The modeled gravity was interpolated from observed gravity values.
 SL1624
 SL1624;                    North         East    Units  Estimated Accuracy
 SL1624;SPC MN N     -   267,050.      507,260.      MT  (+/- 180 meters Scaled)
 SL1624
 SL1624                          SUPERSEDED SURVEY CONTROL
 SL1624
 SL1624.No superseded survey control is available for this station.
 SL1624
 SL1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU478110(NAD 83)
 SL1624_MARKER: DB = BENCH MARK DISK
 SL1624_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SL1624_SP_SET: TRAFFIC SIGNAL BASE
 SL1624_STAMPING: 6017 N 1987
 SL1624_MARK LOGO: MNDT  
 SL1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1624+STABILITY: SURFACE MOTION
 SL1624
 SL1624  HISTORY     - Date     Condition        Report By
 SL1624  HISTORY     - 1987     MONUMENTED       MNDT
 SL1624  HISTORY     - 19981116 MARK NOT FOUND   MNDT
 SL1624
 SL1624                          STATION DESCRIPTION
 SL1624
 SL1624'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1624'IN EAST GRAND FORKS.
 SL1624'THE MARK IS LOCATED IN THE NORTH PART OF THE TOWN OF EAST GRAND
 SL1624'FORKS, IN THE SE 1/4 OF SECTION 35, T152N, R50W, IN THE SOUTHWEST
 SL1624'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY
 SL1624'220.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 SL1624'DISK STAMPED---6017 N 1987---, IS SET FLUSH IN A DRILL HOLE IN THE
 SL1624'TOP OF THE EAST CONCRETE BASE OF A TRAFFIC CONTROL SIGNAL AND IS
 SL1624'ABOUT 1 FOOT ABOVE THE LEVEL OF TRUNK HIGHWAY 2.  THE MARK IS 30.0
 SL1624'FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 220, 59.0 FEET
 SL1624'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANE OF TRUNK
 SL1624'HIGHWAY 2 AT MILEPOINT 0.8, 41.6 FEET NORTH OF A LIGHT STANDARD, AND
 SL1624'33.5 FEET NORTH-NORTHEAST OF POWER POLE NUMBER 289.  A MAGNET IN THE
 SL1624'DISK MAKES THE MARK MAGNETIC.
 SL1624
 SL1624                          STATION RECOVERY (1998)
 SL1624
 SL1624'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DAN)
 SL1624'IN NORTH PART OF EAST GRAND FORKS, IN SOUTHWEST QUADRANT OF JUNCTION
 SL1624'OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 220, IN EAST CONCRETE BASE OF
 SL1624'TRAFFIC SIGNAL, 30.0 FEET WEST OF TRUNK HIGHWAY 220, 59.0 FEET
 SL1624'SOUTH-SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 2, 41.6 FEET NORTH OF LIGHT
 SL1624'STANDARD, 33.5 FEET NORTH-NORTHEAST OF POWER POLE 289, AT TRUNK
 SL1624'HIGHWAY 2 MILEPOINT 0.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1625 ***********************************************************************
 SL1625  DESIGNATION -  6017 P
 SL1625  PID         -  SL1625
 SL1625  STATE/COUNTY-  MN/POLK
 SL1625  USGS QUAD   -  GRAND FORKS (1994)
 SL1625
 SL1625                         *CURRENT SURVEY CONTROL
 SL1625  ___________________________________________________________________
 SL1625* NAD 83(1986)-  47 56 32.     (N)    097 01 05.     (W)     SCALED    
 SL1625* NAVD 88     -       253.842  (meters)     832.81   (feet)  ADJUSTED  
 SL1625  ___________________________________________________________________
 SL1625  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 SL1625  DYNAMIC HT  -         253.891 (meters)     832.97  (feet)  COMP
 SL1625  MODELED GRAV-     980,799.6   (mgal)                       NAVD 88
 SL1625
 SL1625  VERT ORDER  -  SECOND    CLASS I
 SL1625
 SL1625.The horizontal coordinates were scaled from a topographic map and have
 SL1625.an estimated accuracy of +/- 6 seconds.
 SL1625
 SL1625.The orthometric height was determined by differential leveling
 SL1625.and adjusted by the National Geodetic Survey in June 1991..
 SL1625
 SL1625.The geoid height was determined by GEOID03.
 SL1625
 SL1625.The dynamic height is computed by dividing the NAVD 88
 SL1625.geopotential number by the normal gravity value computed on the
 SL1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1625.degrees latitude (g = 980.6199 gals.).
 SL1625
 SL1625.The modeled gravity was interpolated from observed gravity values.
 SL1625
 SL1625;                    North         East    Units  Estimated Accuracy
 SL1625;SPC MN N     -   267,750.      507,440.      MT  (+/- 180 meters Scaled)
 SL1625
 SL1625                          SUPERSEDED SURVEY CONTROL
 SL1625
 SL1625.No superseded survey control is available for this station.
 SL1625
 SL1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU480117(NAD 83)
 SL1625_MARKER: DB = BENCH MARK DISK
 SL1625_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 SL1625_SP_SET: WATER TANK BASE
 SL1625_STAMPING: 6017 P 1987
 SL1625_MARK LOGO: MNDT  
 SL1625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SL1625+STABILITY: POSITION/ELEVATION WELL
 SL1625
 SL1625  HISTORY     - Date     Condition        Report By
 SL1625  HISTORY     - 1987     MONUMENTED       MNDT
 SL1625
 SL1625                          STATION DESCRIPTION
 SL1625
 SL1625'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1625'IN EAST GRAND FORKS.
 SL1625'THE MARK IS LOCATED IN THE NORTH PART OF THE TOWN OF EAST GRAND
 SL1625'FORKS, IN THE NW 1/4 OF SECTION 36, T152N, R50W, IN THE CONCRETE BASE
 SL1625'OF THE CITY WATER TANK, 0.4 MILE NORTH ALONG TRUNK HIGHWAY 220 FROM
 SL1625'ITS NORTH JUNCTION WITH TRUNK HIGHWAY 2 IN THE NORTH PART OF EAST
 SL1625'GRAND FORKS, THENCE 0.1 MILE EAST ON 17TH STREET NORTHEAST.  THE
 SL1625'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 SL1625'STAMPED---6017 P 1987---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF
 SL1625'THE SOUTHEAST CORNER OF THE CONCRETE BASE FOR THE CENTER STANDPIPE OF
 SL1625'THE WATER TANK AND IT IS ABOUT LEVEL WITH THE STREET.  THE MARK IS
 SL1625'ABOUT 200 FEET NORTH OF THE CENTERLINE OF 17TH STREET NORTHEAST, 3.7
 SL1625'FEET WEST OF THE SOUTHWEST CORNER OF A BRICK BUILDING, 6.9 FEET NORTH
 SL1625'OF THE SOUTH EDGE OF THE CONCRETE BASE, AND 0.7 FOOT WEST OF THE EAST
 SL1625'EDGE OF THE CONCRETE BASE.  A MAGNET IN THE DISK MAKES THE MARK
 SL1625'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1626 ***********************************************************************
 SL1626  DESIGNATION -  6017 Q
 SL1626  PID         -  SL1626
 SL1626  STATE/COUNTY-  MN/POLK
 SL1626  USGS QUAD   -  GRAND FORKS (1994)
 SL1626
 SL1626                         *CURRENT SURVEY CONTROL
 SL1626  ___________________________________________________________________
 SL1626* NAD 83(1986)-  47 57 09.     (N)    097 01 15.     (W)     SCALED    
 SL1626* NAVD 88     -       253.629  (meters)     832.11   (feet)  ADJUSTED  
 SL1626  ___________________________________________________________________
 SL1626  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 SL1626  DYNAMIC HT  -         253.679 (meters)     832.28  (feet)  COMP
 SL1626  MODELED GRAV-     980,799.9   (mgal)                       NAVD 88
 SL1626
 SL1626  VERT ORDER  -  SECOND    CLASS I
 SL1626
 SL1626.The horizontal coordinates were scaled from a topographic map and have
 SL1626.an estimated accuracy of +/- 6 seconds.
 SL1626
 SL1626.The orthometric height was determined by differential leveling
 SL1626.and adjusted by the National Geodetic Survey in June 1991..
 SL1626
 SL1626.The geoid height was determined by GEOID03.
 SL1626
 SL1626.The dynamic height is computed by dividing the NAVD 88
 SL1626.geopotential number by the normal gravity value computed on the
 SL1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1626.degrees latitude (g = 980.6199 gals.).
 SL1626
 SL1626.The modeled gravity was interpolated from observed gravity values.
 SL1626
 SL1626;                    North         East    Units  Estimated Accuracy
 SL1626;SPC MN N     -   268,910.      507,290.      MT  (+/- 180 meters Scaled)
 SL1626
 SL1626                          SUPERSEDED SURVEY CONTROL
 SL1626
 SL1626.No superseded survey control is available for this station.
 SL1626
 SL1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU477129(NAD 83)
 SL1626_MARKER: DB = BENCH MARK DISK
 SL1626_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1626_SP_SET: ALUMINUM ALLOY ROD
 SL1626_STAMPING: 6017 Q 1986
 SL1626_MARK LOGO: MNDT  
 SL1626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1626
 SL1626  HISTORY     - Date     Condition        Report By
 SL1626  HISTORY     - 1986     MONUMENTED       MNDT
 SL1626
 SL1626                          STATION DESCRIPTION
 SL1626
 SL1626'DESCRIBED BY MN DEPT OF TRANSP 1986
 SL1626'1.2 MI NORTH FROM EAST GRAND FORKS.
 SL1626'THE MARK IS LOCATED ABOUT 1-1/4 MILES NORTH OF THE TOWN OF EAST GRAND
 SL1626'FORKS, IN THE SE 1/4 OF SECTION 26, T152N, R50W, ON THE WEST
 SL1626'RIGHT-OF-WAY OF TRUNK HIGHWAY 220 AT MILEPOINT 28.4, 1.15 MILES NORTH
 SL1626'ALONG TRUNK HIGHWAY 220 FROM ITS NORTH JUNCTION WITH TRUNK HIGHWAY 2
 SL1626'IN THE NORTH PART OF EAST GRAND FORKS.  THE MARK, A STANDARD MNDT
 SL1626'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---6017 Q 1986---, IS
 SL1626'SET ON THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 45 FOOT LONG ALUMINUM
 SL1626'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 67.8
 SL1626'FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 220, 2.2 FEET EAST OF A
 SL1626'POWER POLE, AND 1.3 FEET NORTH OF A STEEL WITNESS POST.  A MAGNET IN
 SL1626'THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1622 ***********************************************************************
 SL1622  DESIGNATION -  6017 S
 SL1622  PID         -  SL1622
 SL1622  STATE/COUNTY-  MN/POLK
 SL1622  USGS QUAD   -  GRAND FORKS (1994)
 SL1622
 SL1622                         *CURRENT SURVEY CONTROL
 SL1622  ___________________________________________________________________
 SL1622* NAD 83(1986)-  47 58 26.     (N)    097 01 16.     (W)     SCALED    
 SL1622* NAVD 88     -       253.005  (meters)     830.07   (feet)  ADJUSTED  
 SL1622  ___________________________________________________________________
 SL1622  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 SL1622  DYNAMIC HT  -         253.054 (meters)     830.23  (feet)  COMP
 SL1622  MODELED GRAV-     980,801.0   (mgal)                       NAVD 88
 SL1622
 SL1622  VERT ORDER  -  SECOND    CLASS I
 SL1622
 SL1622.The horizontal coordinates were scaled from a topographic map and have
 SL1622.an estimated accuracy of +/- 6 seconds.
 SL1622
 SL1622.The orthometric height was determined by differential leveling
 SL1622.and adjusted by the National Geodetic Survey in June 1991..
 SL1622
 SL1622.The geoid height was determined by GEOID03.
 SL1622
 SL1622.The dynamic height is computed by dividing the NAVD 88
 SL1622.geopotential number by the normal gravity value computed on the
 SL1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1622.degrees latitude (g = 980.6199 gals.).
 SL1622
 SL1622.The modeled gravity was interpolated from observed gravity values.
 SL1622
 SL1622;                    North         East    Units  Estimated Accuracy
 SL1622;SPC MN N     -   271,280.      507,390.      MT  (+/- 180 meters Scaled)
 SL1622
 SL1622                          SUPERSEDED SURVEY CONTROL
 SL1622
 SL1622.No superseded survey control is available for this station.
 SL1622
 SL1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU476152(NAD 83)
 SL1622_MARKER: DB = BENCH MARK DISK
 SL1622_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1622_SP_SET: ALUMINUM ALLOY ROD
 SL1622_STAMPING: 6017 S 1986
 SL1622_MARK LOGO: MNDT  
 SL1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1622
 SL1622  HISTORY     - Date     Condition        Report By
 SL1622  HISTORY     - 1986     MONUMENTED       MNDT
 SL1622
 SL1622                          STATION DESCRIPTION
 SL1622
 SL1622'DESCRIBED BY MN DEPT OF TRANSP 1986
 SL1622'2.7 MI NORTH FROM EAST GRAND FORKS.
 SL1622'THE MARK IS LOCATED ABOUT 2-3/4 MILES NORTH OF THE TOWN OF EAST GRAND
 SL1622'FORKS, IN THE NE 1/4 OF SECTION 23, T152N, R50W, ON THE WEST SIDE OF
 SL1622'TRUNK HIGHWAY 220 AT MILEPOINT 29.9, 2.65 MILES NORTH ALONG TRUNK
 SL1622'HIGHWAY 220 FROM ITS JUNCTION WITH TRUNK HIGHWAY 2 IN EAST GRAND
 SL1622'FORKS.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 SL1622'DISK STAMPED---6017 S 1986---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 SL1622'DIAMETER BY 40 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 SL1622'OF THE GROUND AND ABOUT 1 FOOT BELOW THE LEVEL OF TRUNK HIGHWAY 220.
 SL1622'THE MARK IS 154.5 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 220,
 SL1622'85.3 FEET WEST-SOUTHWEST OF A POWER POLE, 8 FEET NORTHEAST OF A POWER
 SL1622'POLE, 4.3 FEET SOUTHWEST OF A POWER POLE, AND 0.7 FOOT EAST OF A
 SL1622'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1627 ***********************************************************************
 SL1627  DESIGNATION -  6017 T
 SL1627  PID         -  SL1627
 SL1627  STATE/COUNTY-  MN/POLK
 SL1627  USGS QUAD   -  GRAND FORKS (1994)
 SL1627
 SL1627                         *CURRENT SURVEY CONTROL
 SL1627  ___________________________________________________________________
 SL1627* NAD 83(1986)-  47 58 54.     (N)    097 01 16.     (W)     SCALED    
 SL1627* NAVD 88     -       252.895  (meters)     829.71   (feet)  ADJUSTED  
 SL1627  ___________________________________________________________________
 SL1627  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 SL1627  DYNAMIC HT  -         252.945 (meters)     829.87  (feet)  COMP
 SL1627  MODELED GRAV-     980,801.6   (mgal)                       NAVD 88
 SL1627
 SL1627  VERT ORDER  -  SECOND    CLASS I
 SL1627
 SL1627.The horizontal coordinates were scaled from a topographic map and have
 SL1627.an estimated accuracy of +/- 6 seconds.
 SL1627
 SL1627.The orthometric height was determined by differential leveling
 SL1627.and adjusted by the National Geodetic Survey in June 1991..
 SL1627
 SL1627.The geoid height was determined by GEOID03.
 SL1627
 SL1627.The dynamic height is computed by dividing the NAVD 88
 SL1627.geopotential number by the normal gravity value computed on the
 SL1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1627.degrees latitude (g = 980.6199 gals.).
 SL1627
 SL1627.The modeled gravity was interpolated from observed gravity values.
 SL1627
 SL1627;                    North         East    Units  Estimated Accuracy
 SL1627;SPC MN N     -   272,140.      507,440.      MT  (+/- 180 meters Scaled)
 SL1627
 SL1627                          SUPERSEDED SURVEY CONTROL
 SL1627
 SL1627.No superseded survey control is available for this station.
 SL1627
 SL1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU476161(NAD 83)
 SL1627_MARKER: DB = BENCH MARK DISK
 SL1627_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SL1627_SP_SET: ALUMINUM ALLOY ROD
 SL1627_STAMPING: 6017 T 1986
 SL1627_MARK LOGO: MNDT  
 SL1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1627
 SL1627  HISTORY     - Date     Condition        Report By
 SL1627  HISTORY     - 1986     MONUMENTED       MNDT
 SL1627
 SL1627                          STATION DESCRIPTION
 SL1627
 SL1627'DESCRIBED BY MN DEPT OF TRANSP 1986
 SL1627'3.2 MI NORTH FROM EAST GRAND FORKS.
 SL1627'THE MARK IS LOCATED ABOUT 3-1/4 MILES NORTH OF THE TOWN OF EAST GRAND
 SL1627'FORKS, IN THE SE 1/4 OF SECTION 14, T152N, R50W, ON THE WEST
 SL1627'RIGHT-OF-WAY OF TRUNK HIGHWAY 220 AT MILEPOINT 30.4, 3.2 MILES NORTH
 SL1627'ALONG TRUNK HIGHWAY 220 FROM ITS NORTH JUNCTION WITH TRUNK HIGHWAY 2
 SL1627'IN THE NORTH PART OF EAST GRAND FORKS.  THE MARK, A STANDARD MNDT
 SL1627'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---6017 T 1986---, IS
 SL1627'SET ON THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 40 FOOT LONG ALUMINUM
 SL1627'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 1 FOOT
 SL1627'BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 87.0 FEET WEST OF THE
 SL1627'CENTERLINE OF TRUNK HIGHWAY 220, 10.8 FEET SOUTH OF A POWER POLE, 1.6
 SL1627'FEET NORTH OF A POWER POLE, AND 0.9 FOOT SOUTH OF A STEEL WITNESS
 SL1627'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1452 ***********************************************************************
 TD1452  DESIGNATION -  6017 V
 TD1452  PID         -  TD1452
 TD1452  STATE/COUNTY-  MN/POLK
 TD1452  USGS QUAD   -  OSLO SE (1966)
 TD1452
 TD1452                         *CURRENT SURVEY CONTROL
 TD1452  ___________________________________________________________________
 TD1452* NAD 83(1986)-  48 00 13.     (N)    097 01 11.     (W)     SCALED    
 TD1452* NAVD 88     -       252.132  (meters)     827.20   (feet)  ADJUSTED  
 TD1452  ___________________________________________________________________
 TD1452  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 TD1452  DYNAMIC HT  -         252.182 (meters)     827.37  (feet)  COMP
 TD1452  MODELED GRAV-     980,802.8   (mgal)                       NAVD 88
 TD1452
 TD1452  VERT ORDER  -  SECOND    CLASS I
 TD1452
 TD1452.The horizontal coordinates were scaled from a topographic map and have
 TD1452.an estimated accuracy of +/- 6 seconds.
 TD1452
 TD1452.The orthometric height was determined by differential leveling
 TD1452.and adjusted by the National Geodetic Survey in June 1991..
 TD1452
 TD1452.The geoid height was determined by GEOID03.
 TD1452
 TD1452.The dynamic height is computed by dividing the NAVD 88
 TD1452.geopotential number by the normal gravity value computed on the
 TD1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1452.degrees latitude (g = 980.6199 gals.).
 TD1452
 TD1452.The modeled gravity was interpolated from observed gravity values.
 TD1452
 TD1452;                    North         East    Units  Estimated Accuracy
 TD1452;SPC MN N     -   274,580.      507,660.      MT  (+/- 180 meters Scaled)
 TD1452
 TD1452                          SUPERSEDED SURVEY CONTROL
 TD1452
 TD1452.No superseded survey control is available for this station.
 TD1452
 TD1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU477185(NAD 83)
 TD1452_MARKER: DB = BENCH MARK DISK
 TD1452_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1452_SP_SET: ALUMINUM ALLOY ROD
 TD1452_STAMPING: 6017 V 1986
 TD1452_MARK LOGO: MNDT  
 TD1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1452
 TD1452  HISTORY     - Date     Condition        Report By
 TD1452  HISTORY     - 1986     MONUMENTED       MNDT
 TD1452
 TD1452                          STATION DESCRIPTION
 TD1452
 TD1452'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1452'4.7 MI NORTH FROM EAST GRAND FORKS.
 TD1452'THE MARK IS LOCATED ABOUT 4-3/4 MILES NORTH OF THE TOWN OF EAST GRAND
 TD1452'FORKS, IN THE NW 1/4 OF SECTION 12, T152N, R50W, ON THE EAST
 TD1452'RIGHT-OF-WAY OF TRUNK HIGHWAY 220 AT MILEPOINT 31.9, 4.7 MILES NORTH
 TD1452'ALONG TRUNK HIGHWAY 220 FROM ITS JUNCTION WITH TRUNK HIGHWAY 2 IN THE
 TD1452'NORTH PART OF EAST GRAND FORKS.  THE MARK, A STANDARD MNDT ALUMINUM
 TD1452'VERTICAL CONTROL MONUMENT DISK STAMPED---6017 V 1986---, IS SET ON
 TD1452'THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 45 FOOT LONG ALUMINUM ROD
 TD1452'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW
 TD1452'THE LEVEL OF THE HIGHWAY.  THE MARK IS 103 FEET EAST OF THE
 TD1452'CENTERLINE OF TRUNK HIGHWAY 220, ON AN EAST-WEST TREELINE, 15.2 FEET
 TD1452'EAST OF UNDERGROUND CABLE MARKER NUMBER T8005, AND 0.8 FOOT WEST OF A
 TD1452'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1454 ***********************************************************************
 TD1454  CBN         -  This is a Cooperative Base Network Control Station.
 TD1454  DESIGNATION -  6017 W
 TD1454  PID         -  TD1454
 TD1454  STATE/COUNTY-  MN/POLK
 TD1454  USGS QUAD   -  OSLO SE (1966)
 TD1454
 TD1454                         *CURRENT SURVEY CONTROL
 TD1454  ___________________________________________________________________
 TD1454* NAD 83(1996)-  48 01 47.68228(N)    097 01 10.24019(W)     ADJUSTED  
 TD1454* NAVD 88     -       249.117  (meters)     817.31   (feet)  ADJUSTED  
 TD1454  ___________________________________________________________________
 TD1454  X           -    -522,240.105 (meters)                     COMP
 TD1454  Y           -  -4,241,363.381 (meters)                     COMP
 TD1454  Z           -   4,719,266.376 (meters)                     COMP
 TD1454  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 TD1454  ELLIP HEIGHT-         222.23  (meters)          (05/28/02) GPS OBS
 TD1454  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 TD1454  DYNAMIC HT  -         249.167 (meters)     817.48  (feet)  COMP
 TD1454  MODELED GRAV-     980,804.7   (mgal)                       NAVD 88
 TD1454
 TD1454  HORZ ORDER  -  B
 TD1454  VERT ORDER  -  SECOND    CLASS I
 TD1454  ELLP ORDER  -  THIRD     CLASS II
 TD1454
 TD1454.The horizontal coordinates were established by GPS observations
 TD1454.and adjusted by the MN DEPT OF TRANSP in May 2002..
 TD1454
 TD1454.The orthometric height was determined by differential leveling
 TD1454.and adjusted by the National Geodetic Survey in June 1991..
 TD1454
 TD1454.Photographs are available for this station.
 TD1454
 TD1454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TD1454
 TD1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 TD1454
 TD1454.The ellipsoidal height was determined by GPS observations
 TD1454.and is referenced to NAD 83.
 TD1454
 TD1454.The geoid height was determined by GEOID03.
 TD1454
 TD1454.The dynamic height is computed by dividing the NAVD 88
 TD1454.geopotential number by the normal gravity value computed on the
 TD1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1454.degrees latitude (g = 980.6199 gals.).
 TD1454
 TD1454.The modeled gravity was interpolated from observed gravity values.
 TD1454
 TD1454;                    North         East     Units Scale Factor Converg.
 TD1454;SPC MN N     -   277,495.316   507,826.179   MT  0.99990857   -2 54 18.8
 TD1454;UTM  14      - 5,321,522.398   647,647.072   MT  0.99986787   +1 28 21.9
 TD1454
 TD1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1454!SPC MN N     -   0.99996517  x   0.99990857  =   0.99987374
 TD1454!UTM  14      -   0.99996517  x   0.99986787  =   0.99983305
 TD1454
 TD1454                          SUPERSEDED SURVEY CONTROL
 TD1454
 TD1454  NAVD 88 (05/28/02)  249.12   (m)          817.3    (f) LEVELING    3  
 TD1454
 TD1454.Superseded values are not recommended for survey control.
 TD1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1454.See file dsdata.txt to determine how the superseded data were derived.
 TD1454
 TD1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4764721522(NAD 83)
 TD1454_MARKER: DR = REFERENCE MARK DISK
 TD1454_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1454_SP_SET: ALUMINUM ALLOY ROD
 TD1454_STAMPING: 6017 W 1986
 TD1454_MARK LOGO: MNDT  
 TD1454_PROJECTION: RECESSED 5 CENTIMETERS
 TD1454_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TD1454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1454+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 TD1454_ROD/PIPE-DEPTH: 10.1 meters
 TD1454
 TD1454  HISTORY     - Date     Condition        Report By
 TD1454  HISTORY     - 1986     MONUMENTED       MNDT
 TD1454  HISTORY     - 200111   GOOD             MNDT
 TD1454  HISTORY     - 20030924 GOOD             MNDT
 TD1454  HISTORY     - 20040401 GOOD             MNDT
 TD1454
 TD1454                          STATION DESCRIPTION
 TD1454
 TD1454'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1454'6.5 MI NORTH FROM EAST GRAND FORKS.
 TD1454'THE MARK IS LOCATED ABOUT 6-1/2 MILES NORTH OF THE TOWN OF EAST GRAND
 TD1454'FORKS, IN THE NE 1/4 OF SECTION 36, T153N, R50W, AT A DRIVEWAY ON THE
 TD1454'WEST RIGHT-OF-WAY OF TRUNK HIGHWAY 220 AT MILEPOINT 33.75, 6.55 MILES
 TD1454'NORTH ALONG TRUNK HIGHWAY 220 FROM ITS JUNCTION WITH TRUNK HIGHWAY 2
 TD1454'IN THE NORTH PART OF EAST GRAND FORKS.  THE MARK, A STANDARD MNDT
 TD1454'ALUMINUM HORIZONTAL REFERENCE MARK DISK STAMPED---6017 W 1986---, IS
 TD1454'SET ON THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 33 FOOT LONG ALUMINUM
 TD1454'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 3 FEET
 TD1454'BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 75.3 FEET WEST OF THE
 TD1454'CENTERLINE OF TRUNK HIGHWAY 220, 14.5 FEET SOUTH OF THE CENTER OF A
 TD1454'DRIVEWAY, 83 FEET NORTH-NORTHWEST OF A POWER POLE, 49.7 FEET
 TD1454'SOUTH-SOUTHWEST OF UNDERGROUND CABLE MARKER NUMBER 3, 1.3 FEET EAST
 TD1454'OF A FENCE CORNER, AND 1.1 FEET EAST OF A STEEL WITNESS POST.  A
 TD1454'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 TD1454
 TD1454                          STATION RECOVERY (2001)
 TD1454
 TD1454'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 TD1454'6.5 MI NORTH FROM EAST GRAND
 TD1454'FORKS.THE MARK IS LOCATED ABOUT 6-1/2 MILES NORTH OF THE TOWN OF
 TD1454'EAST GRANDFORKS, IN THE NE 1/4 OF SECTION 36, T153N, R50W, AT A
 TD1454'DRIVEWAY ON THEWEST RIGHT-OF-WAY OF TRUNK HIGHWAY 220 AT
 TD1454'MILEPOINT 33.75, 6.55 MILESNORTH ALONG TRUNK HIGHWAY 220 FROM ITS
 TD1454'JUNCTION WITH TRUNK HIGHWAY 2IN THE NORTH PART OF EAST GRAND
 TD1454'FORKS.  THE MARK, A STANDARD MNDTALUMINUM HORIZONTAL REFERENCE
 TD1454'MARK DISK STAMPED---6017 W 1986---, ISSET ON THE TOP OF A DRIVEN 3/4
 TD1454'INCH DIAMETER BY 33 FOOT LONG ALUMINUMROD THAT IS FLUSH WITH THE
 TD1454'SURFACE OF THE GROUND AND ABOUT 3 FEETBELOW THE LEVEL OF THE
 TD1454'HIGHWAY.  THE MARK IS 75.3 FEET WEST OF THECENTERLINE OF TRUNK
 TD1454'HIGHWAY 220, 14.5 FEET SOUTH OF THE CENTER OF ADRIVEWAY, 83 FEET
 TD1454'NORTH-NORTHWEST OF A POWER POLE, 49.7 FEETSOUTH-SOUTHWEST OF
 TD1454'UNDERGROUND CABLE MARKER NUMBER 3, 15.5 FEET NORTHEASTOF A
 TD1454'6X6 FENCE CORNER, AND 1.1 FEET EAST OF A STEEL WITNESS POST.
 TD1454'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 TD1454' 
 TD1454' 
 TD1454'
 TD1454
 TD1454                          STATION RECOVERY (2003)
 TD1454
 TD1454'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TD1454'RECOVERED AS DESCRIBED, 0.6 FOOT (18.3 CM) EAST OF WITNESS POST,
 TD1454'RECESSED 2 INCHES.
 TD1454
 TD1454                          STATION RECOVERY (2004)
 TD1454
 TD1454'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DKH)
 TD1454'6.5 MILES NORTH OF EAST GRAND FORKS, AT TRUNK HIGHWAY 220 MILEPOINT
 TD1454'33.75, 75.3 FEET WEST OF TRUNK HIGHWAY 220, 14.5 FEET SOUTH OF
 TD1454'DRIVEWAY NUMBER 10633, 83 FEET NORTH NORTHWEST OF POWER POLE, 49.7
 TD1454'FEET SOUTH SOUTHWEST OF UNDERGROUND CABLE MARKER 3,  0.6 FEET EAST OF
 TD1454'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1455 ***********************************************************************
 TD1455  DESIGNATION -  6017 X
 TD1455  PID         -  TD1455
 TD1455  STATE/COUNTY-  MN/POLK
 TD1455  USGS QUAD   -  OSLO SE (1966)
 TD1455
 TD1455                         *CURRENT SURVEY CONTROL
 TD1455  ___________________________________________________________________
 TD1455* NAD 83(1986)-  48 02 46.     (N)    097 01 08.     (W)     SCALED    
 TD1455* NAVD 88     -       250.844  (meters)     822.98   (feet)  ADJUSTED  
 TD1455  ___________________________________________________________________
 TD1455  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 TD1455  DYNAMIC HT  -         250.895 (meters)     823.14  (feet)  COMP
 TD1455  MODELED GRAV-     980,806.2   (mgal)                       NAVD 88
 TD1455
 TD1455  VERT ORDER  -  SECOND    CLASS I
 TD1455
 TD1455.The horizontal coordinates were scaled from a topographic map and have
 TD1455.an estimated accuracy of +/- 6 seconds.
 TD1455
 TD1455.The orthometric height was determined by differential leveling
 TD1455.and adjusted by the National Geodetic Survey in June 1991..
 TD1455
 TD1455.The geoid height was determined by GEOID03.
 TD1455
 TD1455.The dynamic height is computed by dividing the NAVD 88
 TD1455.geopotential number by the normal gravity value computed on the
 TD1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1455.degrees latitude (g = 980.6199 gals.).
 TD1455
 TD1455.The modeled gravity was interpolated from observed gravity values.
 TD1455
 TD1455;                    North         East    Units  Estimated Accuracy
 TD1455;SPC MN N     -   279,290.      507,960.      MT  (+/- 180 meters Scaled)
 TD1455
 TD1455                          SUPERSEDED SURVEY CONTROL
 TD1455
 TD1455.No superseded survey control is available for this station.
 TD1455
 TD1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU476233(NAD 83)
 TD1455_MARKER: DB = BENCH MARK DISK
 TD1455_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1455_SP_SET: ALUMINUM ALLOY ROD
 TD1455_STAMPING: 6017 X 1986
 TD1455_MARK LOGO: MNDT  
 TD1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1455
 TD1455  HISTORY     - Date     Condition        Report By
 TD1455  HISTORY     - 1986     MONUMENTED       MNDT
 TD1455
 TD1455                          STATION DESCRIPTION
 TD1455
 TD1455'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1455'7.8 MI NORTH FROM EAST GRAND FORKS.
 TD1455'THE MARK IS LOCATED ABOUT 7-3/4 MILES NORTH OF THE TOWN OF EAST GRAND
 TD1455'FORKS, IN THE NW 1/4 OF SECTION 30, T153N, R49W, ON THE EAST
 TD1455'RIGHT-OF-WAY OF TRUNK HIGHWAY 220 AT MILEPOINT 34.95, 7.75 MILES
 TD1455'NORTH ALONG TRUNK HIGHWAY 220 FROM ITS JUNCTION WITH TRUNK HIGHWAY 2
 TD1455'IN THE NORTH PART OF EAST GRAND FORKS, AND NEAR A DRIVEWAY.  THE
 TD1455'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 TD1455'STAMPED---6017 X 1986---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 TD1455'DIAMETER BY 45 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 TD1455'OF THE GROUND AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  THE
 TD1455'MARK IS 73.8 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 220, 164
 TD1455'FEET SOUTH OF THE CENTER OF A DRIVEWAY, 23.2 FEET EAST-SOUTHEAST OF A
 TD1455'POWER POLE, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  A MAGNET IN
 TD1455'THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1436 ***********************************************************************
 TD1436  DESIGNATION -  6017 Y
 TD1436  PID         -  TD1436
 TD1436  STATE/COUNTY-  MN/POLK
 TD1436  USGS QUAD   -  OSLO SE (1966)
 TD1436
 TD1436                         *CURRENT SURVEY CONTROL
 TD1436  ___________________________________________________________________
 TD1436* NAD 83(1986)-  48 03 52.     (N)    097 01 07.     (W)     SCALED    
 TD1436* NAVD 88     -       249.697  (meters)     819.21   (feet)  ADJUSTED  
 TD1436  ___________________________________________________________________
 TD1436  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 TD1436  DYNAMIC HT  -         249.747 (meters)     819.38  (feet)  COMP
 TD1436  MODELED GRAV-     980,808.0   (mgal)                       NAVD 88
 TD1436
 TD1436  VERT ORDER  -  SECOND    CLASS I
 TD1436
 TD1436.The horizontal coordinates were scaled from a topographic map and have
 TD1436.an estimated accuracy of +/- 6 seconds.
 TD1436
 TD1436.The orthometric height was determined by differential leveling
 TD1436.and adjusted by the National Geodetic Survey in June 1991..
 TD1436
 TD1436.The geoid height was determined by GEOID03.
 TD1436
 TD1436.The dynamic height is computed by dividing the NAVD 88
 TD1436.geopotential number by the normal gravity value computed on the
 TD1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1436.degrees latitude (g = 980.6199 gals.).
 TD1436
 TD1436.The modeled gravity was interpolated from observed gravity values.
 TD1436
 TD1436;                    North         East    Units  Estimated Accuracy
 TD1436;SPC MN N     -   281,330.      508,090.      MT  (+/- 180 meters Scaled)
 TD1436
 TD1436                          SUPERSEDED SURVEY CONTROL
 TD1436
 TD1436.No superseded survey control is available for this station.
 TD1436
 TD1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU476253(NAD 83)
 TD1436_MARKER: DB = BENCH MARK DISK
 TD1436_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1436_SP_SET: ALUMINUM ALLOY ROD
 TD1436_STAMPING: 6017 Y 1986
 TD1436_MARK LOGO: MNDT  
 TD1436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1436
 TD1436  HISTORY     - Date     Condition        Report By
 TD1436  HISTORY     - 1986     MONUMENTED       MNDT
 TD1436
 TD1436                          STATION DESCRIPTION
 TD1436
 TD1436'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1436'9 MI NORTH FROM EAST GRAND FORKS.
 TD1436'THE MARK IS LOCATED ABOUT 9 MILES NORTH OF THE TOWN OF EAST GRAND
 TD1436'FORKS, IN THE SW 1/4 OF SECTION 18, T153N, R49W, IN THE SOUTHEAST
 TD1436'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 220 AND AN EAST-WEST
 TD1436'GRAVEL ROAD, 8.9 MILES NORTH ALONG TRUNK HIGHWAY 220 FROM ITS
 TD1436'JUNCTION WITH TRUNK HIGHWAY 2 IN THE NORTH PART OF EAST GRAND FORKS.
 TD1436'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 TD1436'STAMPED---6017 Y 1986---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 TD1436'DIAMETER BY 43 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 TD1436'OF THE GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF THE GRAVEL ROAD.
 TD1436'THE MARK IS 158.5 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 220 AT
 TD1436'MILEPOINT 36.05, 31 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 67
 TD1436'FEET EAST OF THE CENTER OF AN ENTRANCE, 105 FEET EAST OF A POWER
 TD1436'POLE, AND 1.4 FEET WEST OF A STEEL WITNESS POST.  A MAGNET IN THE
 TD1436'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD1453 ***********************************************************************
 TD1453  DESIGNATION -  6017 Z
 TD1453  PID         -  TD1453
 TD1453  STATE/COUNTY-  MN/POLK
 TD1453  USGS QUAD   -  OSLO SE (1966)
 TD1453
 TD1453                         *CURRENT SURVEY CONTROL
 TD1453  ___________________________________________________________________
 TD1453* NAD 83(1986)-  48 04 18.     (N)    097 01 12.     (W)     SCALED    
 TD1453* NAVD 88     -       250.090  (meters)     820.50   (feet)  ADJUSTED  
 TD1453  ___________________________________________________________________
 TD1453  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 TD1453  DYNAMIC HT  -         250.141 (meters)     820.67  (feet)  COMP
 TD1453  MODELED GRAV-     980,808.8   (mgal)                       NAVD 88
 TD1453
 TD1453  VERT ORDER  -  SECOND    CLASS I
 TD1453
 TD1453.The horizontal coordinates were scaled from a topographic map and have
 TD1453.an estimated accuracy of +/- 6 seconds.
 TD1453
 TD1453.The orthometric height was determined by differential leveling
 TD1453.and adjusted by the National Geodetic Survey in June 1991..
 TD1453
 TD1453.The geoid height was determined by GEOID03.
 TD1453
 TD1453.The dynamic height is computed by dividing the NAVD 88
 TD1453.geopotential number by the normal gravity value computed on the
 TD1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1453.degrees latitude (g = 980.6199 gals.).
 TD1453
 TD1453.The modeled gravity was interpolated from observed gravity values.
 TD1453
 TD1453;                    North         East    Units  Estimated Accuracy
 TD1453;SPC MN N     -   282,130.      508,030.      MT  (+/- 180 meters Scaled)
 TD1453
 TD1453                          SUPERSEDED SURVEY CONTROL
 TD1453
 TD1453.No superseded survey control is available for this station.
 TD1453
 TD1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU474261(NAD 83)
 TD1453_MARKER: DR = REFERENCE MARK DISK
 TD1453_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1453_SP_SET: ALUMINUM ALLOY ROD
 TD1453_STAMPING: 6017 Z 1986
 TD1453_MARK LOGO: MNDT  
 TD1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1453
 TD1453  HISTORY     - Date     Condition        Report By
 TD1453  HISTORY     - 1986     MONUMENTED       MNDT
 TD1453
 TD1453                          STATION DESCRIPTION
 TD1453
 TD1453'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1453'9.5 MI NORTH FROM EAST GRAND FORKS.
 TD1453'THE MARK IS LOCATED ABOUT 9-1/2 MILES NORTH OF THE TOWN OF EAST GRAND
 TD1453'FORKS, IN THE SE 1/4 OF SECTION 13, T153N, R50W, AT A DRIVEWAY ON THE
 TD1453'WEST RIGHT-OF-WAY OF TRUNK HIGHWAY 220 AT MILEPOINT 36.7, 9.55 MILES
 TD1453'NORTH ALONG TRUNK HIGHWAY 220 FROM ITS JUNCTION WITH TRUNK HIGHWAY 2
 TD1453'IN THE NORTH PART OF EAST GRAND FORKS.  THE MARK, A STANDARD MNDT
 TD1453'ALUMINUM REFERENCE MARK DISK STAMPED---6017 Z 1986---, IS SET ON THE
 TD1453'TOP OF A DRIVEN 3/4 INCH DIAMETER BY 43 FOOT LONG ALUMINUM ROD THAT
 TD1453'IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 1 FOOT BELOW THE
 TD1453'LEVEL OF THE HIGHWAY.  THE MARK IS 73 FEET WEST OF THE CENTERLINE OF
 TD1453'TRUNK HIGHWAY 220, 20 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 64.7
 TD1453'FEET SOUTH OF AN UNDERGROUND CABLE MARKER, 37.2 FEET WEST-SOUTHWEST
 TD1453'OF THE SOUTH END OF A 30 INCH DIAMETER METAL CULVERT, AND 4.2 FEET
 TD1453'SOUTH-SOUTHEAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 TD1453'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL1628 ***********************************************************************
 SL1628  DESIGNATION -  6019 A
 SL1628  PID         -  SL1628
 SL1628  STATE/COUNTY-  MN/POLK
 SL1628  USGS QUAD   -  GRAND FORKS (1994)
 SL1628
 SL1628                         *CURRENT SURVEY CONTROL
 SL1628  ___________________________________________________________________
 SL1628* NAD 83(1986)-  47 56 00.     (N)    097 01 55.     (W)     SCALED    
 SL1628* NAVD 88     -       254.338  (meters)     834.44   (feet)  ADJUSTED  
 SL1628  ___________________________________________________________________
 SL1628  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 SL1628  DYNAMIC HT  -         254.388 (meters)     834.60  (feet)  COMP
 SL1628  MODELED GRAV-     980,798.5   (mgal)                       NAVD 88
 SL1628
 SL1628  VERT ORDER  -  SECOND    CLASS I
 SL1628
 SL1628.The horizontal coordinates were scaled from a topographic map and have
 SL1628.an estimated accuracy of +/- 6 seconds.
 SL1628
 SL1628.The orthometric height was determined by differential leveling
 SL1628.and adjusted by the National Geodetic Survey in June 1991..
 SL1628
 SL1628.The geoid height was determined by GEOID03.
 SL1628
 SL1628.The dynamic height is computed by dividing the NAVD 88
 SL1628.geopotential number by the normal gravity value computed on the
 SL1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1628.degrees latitude (g = 980.6199 gals.).
 SL1628
 SL1628.The modeled gravity was interpolated from observed gravity values.
 SL1628
 SL1628;                    North         East    Units  Estimated Accuracy
 SL1628;SPC MN N     -   266,820.      506,350.      MT  (+/- 180 meters Scaled)
 SL1628
 SL1628                          SUPERSEDED SURVEY CONTROL
 SL1628
 SL1628.No superseded survey control is available for this station.
 SL1628
 SL1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPU469107(NAD 83)
 SL1628_MARKER: DB = BENCH MARK DISK
 SL1628_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SL1628_SP_SET: BRIDGE ABUTMENT
 SL1628_STAMPING: 6019 A 1965
 SL1628_MARK LOGO: MNDT  
 SL1628_MAGNETIC: N = NO MAGNETIC MATERIAL
 SL1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1628
 SL1628  HISTORY     - Date     Condition        Report By
 SL1628  HISTORY     - 1965     MONUMENTED       MNDT
 SL1628  HISTORY     - 1986     GOOD             MNDT
 SL1628  HISTORY     - 19981116 GOOD             MNDT
 SL1628
 SL1628                          STATION DESCRIPTION
 SL1628
 SL1628'DESCRIBED BY MN DEPT OF TRANSP 1986
 SL1628'IN EAST GRAND FORKS.
 SL1628'THE MARK IS LOCATED IN THE WEST PART OF THE TOWN OF EAST GRAND FORKS,
 SL1628'IN THE NW 1/4 OF SECTION 2, T151N, R50W, IN THE SOUTHEAST CORNER OF
 SL1628'THE TRUNK HIGHWAY 2 BRIDGE (NUMBER 60001) OVER COUNTY ROAD 64, 0.45
 SL1628'MILE WEST ALONG TRUNK HIGHWAY 2 FROM ITS NORTH JUNCTION WITH TRUNK
 SL1628'HIGHWAY 220 IN THE NORTH PART OF EAST GRAND FORKS.  THE MARK, A
 SL1628'STANDARD MNHD BENCH MARK DISK STAMPED---6019 A 1965---, IS SET FLUSH
 SL1628'IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST ABUTMENT OF THE BRIDGE
 SL1628'AND IS ABOUT LEVEL WITH THE HIGHWAY.  THE MARK IS 20 FEET SOUTH OF
 SL1628'THE CENTERLINE OF THE EASTBOUND LANE OF TRUNK HIGHWAY 2 AT MILEPOINT
 SL1628'0.35 AND 10.8 FEET WEST OF THE END GUARDRAIL POST.
 SL1628
 SL1628                          STATION RECOVERY (1998)
 SL1628
 SL1628'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DAN)
 SL1628'IN WEST PART OF EAST GRAND FORKS, IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 SL1628'2 BRIDGE 60001 OVER COUNTY ROAD 64, 0.45 MILES WEST OF NORTH JUNCTION
 SL1628'OF TRUNK HIGHWAY 220 AND TRUNK HIGHWAY 2, 20 FEET SOUTH OF EASTBOUND
 SL1628'TRUNK HIGHWAY 2, AT TRUNK HIGHWAY 2 MILEPOINT 0.35, 10.8 FEET WEST OF
 SL1628'END GUARDRAIL POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8289 ***********************************************************************
 AE8289  CBN         -  This is a Cooperative Base Network Control Station.
 AE8289  TIDAL BM    -  This is a Tidal Bench Mark.
 AE8289  DESIGNATION -  602
 AE8289  PID         -  AE8289
 AE8289  STATE/COUNTY-  MN/ST LOUIS
 AE8289  USGS QUAD   -  DULUTH (1993)
 AE8289
 AE8289                         *CURRENT SURVEY CONTROL
 AE8289  ___________________________________________________________________
 AE8289* NAD 83(1997)-  46 46 29.11054(N)    092 05 37.38918(W)     ADJUSTED  
 AE8289* NAVD 88     -       184.348  (meters)     604.82   (feet)  ADJUSTED  
 AE8289  ___________________________________________________________________
 AE8289  X           -    -159,876.211 (meters)                     COMP
 AE8289  Y           -  -4,373,152.973 (meters)                     COMP
 AE8289  Z           -   4,624,765.082 (meters)                     COMP
 AE8289  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 AE8289  ELLIP HEIGHT-         156.13  (meters)          (05/25/99) GPS OBS
 AE8289  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AE8289  DYNAMIC HT  -         184.373 (meters)     604.90  (feet)  COMP
 AE8289  MODELED GRAV-     980,748.1   (mgal)                       NAVD 88
 AE8289
 AE8289  HORZ ORDER  -  A
 AE8289  VERT ORDER  -  FIRST     CLASS II
 AE8289  ELLP ORDER  -  THIRD     CLASS I
 AE8289
 AE8289.The horizontal coordinates were established by GPS observations
 AE8289.and adjusted by the National Geodetic Survey in May 1999..
 AE8289
 AE8289.The orthometric height was determined by differential leveling
 AE8289.and adjusted by the National Geodetic Survey in July 1999..
 AE8289.No vertical observational check was made to the station.
 AE8289
 AE8289.This Tidal Bench Mark is designated as VM 13392
 AE8289.by the Center for Operational Oceanographic Products and Services.
 AE8289
 AE8289.Photographs are available for this station.
 AE8289
 AE8289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8289
 AE8289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8289
 AE8289.The ellipsoidal height was determined by GPS observations
 AE8289.and is referenced to NAD 83.
 AE8289
 AE8289.The geoid height was determined by GEOID03.
 AE8289
 AE8289.The dynamic height is computed by dividing the NAVD 88
 AE8289.geopotential number by the normal gravity value computed on the
 AE8289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8289.degrees latitude (g = 980.6199 gals.).
 AE8289
 AE8289.The modeled gravity was interpolated from observed gravity values.
 AE8289
 AE8289;                    North         East     Units Scale Factor Converg.
 AE8289;SPC MN N     -   131,046.512   876,858.136   MT  1.00007249   +0 44 45.2
 AE8289;UTM  15      - 5,180,532.460   569,189.370   MT  0.99965884   +0 39 37.5
 AE8289
 AE8289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8289!SPC MN N     -   0.99997553  x   1.00007249  =   1.00004801
 AE8289!UTM  15      -   0.99997553  x   0.99965884  =   0.99963437
 AE8289
 AE8289                          SUPERSEDED SURVEY CONTROL
 AE8289
 AE8289  NAVD 88 (05/25/99)  184.35   (m)          604.8    (f) LEVELING    3  
 AE8289
 AE8289.Superseded values are not recommended for survey control.
 AE8289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8289.See file dsdata.txt to determine how the superseded data were derived.
 AE8289
 AE8289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6918980532(NAD 83)
 AE8289_MARKER: DB = BENCH MARK DISK
 AE8289_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE8289_SP_SET: DOCK WALL
 AE8289_STAMPING: 602 1988
 AE8289_MARK LOGO: USE   
 AE8289_PROJECTION: FLUSH
 AE8289_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8289+STABILITY: SURFACE MOTION
 AE8289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8289+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 AE8289
 AE8289  HISTORY     - Date     Condition        Report By
 AE8289  HISTORY     - 1988     MONUMENTED       USE
 AE8289  HISTORY     - 19940917 GOOD             NOS
 AE8289  HISTORY     - 19950828 GOOD             NOS
 AE8289  HISTORY     - 19970616 GOOD             MNDT
 AE8289  HISTORY     - 20000114 GOOD             NGS
 AE8289  HISTORY     - 20010909 GOOD             USPSQD
 AE8289  HISTORY     - 20040421 GOOD             MNDT
 AE8289  HISTORY     - 20050714 GOOD             NGS
 AE8289
 AE8289                          STATION DESCRIPTION
 AE8289
 AE8289'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AE8289'IN DULUTH, ON MINNESOTA POINT, MN.  LOCATED ON THE U.S.  CORPS OF
 AE8289'ENGINEERS VESSEL YARD, AT THE WEST END OF SOUTHERN DOCK ON COE BASE,
 AE8289'23.2 METERS (76.1 FT) SOUTH OF THE NORTH FACE OF CONCRETE BULKHEAD,
 AE8289'0.90 METERS (2.95 FT) NORTH OF SOUTH FACE OF COE CONCRETE BULKHEAD,
 AE8289'0.90 METERS (2.95 FT) EAST OF THE WEST FACE OF COE CONCRETE BULKHEAD
 AE8289'AND 0.65 METERS (2.13 FT) NW OF THE LAST CLEET ON THE NORTH SIDE OF
 AE8289'COE CONCRETE BULKHEAD.
 AE8289
 AE8289                          STATION RECOVERY (1995)
 AE8289
 AE8289'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AE8289'RECOVERED AS DESCRIBED.
 AE8289
 AE8289                          STATION RECOVERY (1997)
 AE8289
 AE8289'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AE8289'THE MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AE8289
 AE8289                          STATION RECOVERY (2000)
 AE8289
 AE8289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DBH)
 AE8289'RECOVERED AS DESCRIBED.
 AE8289' 
 AE8289'OBTAIN PERMISSION TO WALK ON THE DOCK AT THE OFFICE JUST INSIDE
 AE8289'THE GATE ON THE WEST SIDE.  IF THE DOCK IS UNMANNED, GET
 AE8289'PERMISSION AT THE CORPS HEADQUARTERS LOCATED AT THE NORTHWEST
 AE8289'BASE OF THE HIGH LIFT BRIDGE.  ELECTRICAL POWER IS AVAILABLE WITHIN
 AE8289'100 FEET OF THE STATION.
 AE8289'
 AE8289
 AE8289                          STATION RECOVERY (2001)
 AE8289
 AE8289'RECOVERY NOTE BY US POWER SQUADRON 2001 (VO)
 AE8289'RECOVERED IN GOOD CONDITION.
 AE8289
 AE8289                          STATION RECOVERY (2004)
 AE8289
 AE8289'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DKH)
 AE8289'IN DULUTH, ON MINNESOTA POINT, AT COE VESSEL YARD, AT WEST END OF
 AE8289'SOUTH DOCK, 2.9 FEET NORTH OF SOUTH FACE OF CONCRETE BULKHEAD, 76 FEET
 AE8289'SOUTH OF NORTH FACE OF CONCRETE BULKHEAD, 2.9 FEET EAST OF WEST FACE
 AE8289'OF BULKHEAD, 2.1 FEET NORTHWEST OF LAST CLEAT.
 AE8289
 AE8289                          STATION RECOVERY (2005)
 AE8289
 AE8289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 AE8289'TO ACCESS MARK GO SSE ON LAKE AVE., OVER LIFT BRIDGE, TO 9TH ST.,
 AE8289'THENCE WSW (RIGHT) TO USE (COE) FACILITY AT 9TH ST. AND MINNESOTA ST.
 AE8289' 
 AE8289'SOUTH DOCK IS SSE OF TWO DOCKS AND EXTENDS WSW ('WEST' ON PREVIOUS
 AE8289'DESCRIPTIONS) INTO DULUTH HARBOR BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1419 ***********************************************************************
 QO1419  DESIGNATION -  604
 QO1419  PID         -  QO1419
 QO1419  STATE/COUNTY-  MN/HENNEPIN
 QO1419  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO1419
 QO1419                         *CURRENT SURVEY CONTROL
 QO1419  ___________________________________________________________________
 QO1419* NAD 83(1986)-  45 01 13.     (N)    093 17 18.     (W)     SCALED    
 QO1419* NAVD 88     -       279.268  (meters)     916.23   (feet)  ADJUSTED  
 QO1419  ___________________________________________________________________
 QO1419  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 QO1419  DYNAMIC HT  -         279.264 (meters)     916.22  (feet)  COMP
 QO1419  MODELED GRAV-     980,591.0   (mgal)                       NAVD 88
 QO1419
 QO1419  VERT ORDER  -  SECOND    CLASS 0
 QO1419
 QO1419.The horizontal coordinates were scaled from a topographic map and have
 QO1419.an estimated accuracy of +/- 6 seconds.
 QO1419
 QO1419.The orthometric height was determined by differential leveling
 QO1419.and adjusted by the National Geodetic Survey in June 1991..
 QO1419
 QO1419.The geoid height was determined by GEOID03.
 QO1419
 QO1419.The dynamic height is computed by dividing the NAVD 88
 QO1419.geopotential number by the normal gravity value computed on the
 QO1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1419.degrees latitude (g = 980.6199 gals.).
 QO1419
 QO1419.The modeled gravity was interpolated from observed gravity values.
 QO1419
 QO1419;                    North         East    Units  Estimated Accuracy
 QO1419;SPC MN S     -   324,720.      856,090.      MT  (+/- 180 meters Scaled)
 QO1419
 QO1419                          SUPERSEDED SURVEY CONTROL
 QO1419
 QO1419  NGVD 29 (??/??/92)  279.21   (m)          916.0    (f) COMPUTED    2 0
 QO1419
 QO1419.Superseded values are not recommended for survey control.
 QO1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1419.See file dsdata.txt to determine how the superseded data were derived.
 QO1419
 QO1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK772852(NAD 83)
 QO1419_MARKER: DB = BENCH MARK DISK
 QO1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1419_SP_SET: CONCRETE MONUMENT
 QO1419_STAMPING: 604
 QO1419_MARK LOGO: MN4760
 QO1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1419+STABILITY: SURFACE MOTION
 QO1419
 QO1419  HISTORY     - Date     Condition        Report By
 QO1419  HISTORY     - 1941     MONUMENTED       MN4760
 QO1419  HISTORY     - 1979     GOOD             MNDT
 QO1419
 QO1419                          STATION DESCRIPTION
 QO1419
 QO1419'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO1419'IN MINNEAPOLIS.
 QO1419'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO1419'IN THE CITY OF MINNEAPOLIS, IN THE SW 1/4 OF SECTION 3, T29N, R24W,
 QO1419'AT THE INTERESECTION OF LYNDALE AVENUE NORTH AND 36TH AVENUE NORTH.
 QO1419'THE MARK, A STANDARD MINNEAPOLIS CONTROL MONUMENT DISK
 QO1419'STAMPED---604---, IS SET UNDER A STEEL COVER ON THE CENTERLINE OF
 QO1419'LYNDALE AVENUE NORTH ON THE CENTERLINE OF 36TH AVENUE NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0246 ***********************************************************************
 QO0246  DESIGNATION -  61 1
 QO0246  PID         -  QO0246
 QO0246  STATE/COUNTY-  MN/CHISAGO
 QO0246  USGS QUAD   -  RUSH CITY (1983)
 QO0246
 QO0246                         *CURRENT SURVEY CONTROL
 QO0246  ___________________________________________________________________
 QO0246* NAD 83(1986)-  45 43 36.     (N)    092 57 40.     (W)     SCALED    
 QO0246* NAVD 88     -       285.909  (meters)     938.02   (feet)  ADJUSTED  
 QO0246  ___________________________________________________________________
 QO0246  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 QO0246  DYNAMIC HT  -         285.907 (meters)     938.01  (feet)  COMP
 QO0246  MODELED GRAV-     980,597.9   (mgal)                       NAVD 88
 QO0246
 QO0246  VERT ORDER  -  SECOND    CLASS 0
 QO0246
 QO0246.The horizontal coordinates were scaled from a topographic map and have
 QO0246.an estimated accuracy of +/- 6 seconds.
 QO0246
 QO0246.The orthometric height was determined by differential leveling
 QO0246.and adjusted by the National Geodetic Survey in June 1991..
 QO0246
 QO0246.The geoid height was determined by GEOID03.
 QO0246
 QO0246.The dynamic height is computed by dividing the NAVD 88
 QO0246.geopotential number by the normal gravity value computed on the
 QO0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0246.degrees latitude (g = 980.6199 gals.).
 QO0246
 QO0246.The modeled gravity was interpolated from observed gravity values.
 QO0246
 QO0246;                    North         East    Units  Estimated Accuracy
 QO0246;SPC MN C     -   181,580.      900,330.      MT  (+/- 180 meters Scaled)
 QO0246
 QO0246                          SUPERSEDED SURVEY CONTROL
 QO0246
 QO0246  NGVD 29 (??/??/92)  285.856  (m)          937.85   (f) ADJ UNCH    2 0
 QO0246
 QO0246.Superseded values are not recommended for survey control.
 QO0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0246.See file dsdata.txt to determine how the superseded data were derived.
 QO0246
 QO0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL030636(NAD 83)
 QO0246_MARKER: B = BOLT
 QO0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0246_SP_SET: BASE
 QO0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0246
 QO0246  HISTORY     - Date     Condition        Report By
 QO0246  HISTORY     - UNK      MONUMENTED       MNDT
 QO0246  HISTORY     - 1968     GOOD             MNDT
 QO0246
 QO0246                          STATION DESCRIPTION
 QO0246
 QO0246'DESCRIBED BY MN DEPT OF TRANSP 1968
 QO0246'2.5 MI S FROM ROCK CREEK.
 QO0246'MARK IS LOCATED IN THE NE1/4, SECTION 4, T37N, R21W ABOUT 2.5 MILES
 QO0246'SOUTH OF ROCK CREEK ON T.H 61.  MARK IS THE TOP OF THE SOUTHEAST BOLT
 QO0246'ON THE BASE OF A RAILROAD.  SIGNAL (NO. 552) WHICH IS ABOUT 9.5 FEET
 QO0246'EAST OF THE EAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0262 ***********************************************************************
 ON0262  DESIGNATION -  61 1 CHISELED SQUARE
 ON0262  PID         -  ON0262
 ON0262  STATE/COUNTY-  MN/HOUSTON
 ON0262  USGS QUAD   -  LA CRESCENT (1991)
 ON0262
 ON0262                         *CURRENT SURVEY CONTROL
 ON0262  ___________________________________________________________________
 ON0262* NAD 83(1986)-  43 50 09.     (N)    091 17 56.     (W)     SCALED    
 ON0262* NAVD 88     -       197.827  (meters)     649.04   (feet)  ADJUSTED  
 ON0262  ___________________________________________________________________
 ON0262  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 ON0262  DYNAMIC HT  -         197.793 (meters)     648.93  (feet)  COMP
 ON0262  MODELED GRAV-     980,441.7   (mgal)                       NAVD 88
 ON0262
 ON0262  VERT ORDER  -  FIRST     CLASS I
 ON0262
 ON0262.The horizontal coordinates were scaled from a topographic map and have
 ON0262.an estimated accuracy of +/- 6 seconds.
 ON0262
 ON0262.The orthometric height was determined by differential leveling
 ON0262.and adjusted by the National Geodetic Survey in June 1991..
 ON0262.WARNING-Repeat measurements at this control monument indicate possible
 ON0262.vertical movement.
 ON0262
 ON0262.The geoid height was determined by GEOID03.
 ON0262
 ON0262.The dynamic height is computed by dividing the NAVD 88
 ON0262.geopotential number by the normal gravity value computed on the
 ON0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0262.degrees latitude (g = 980.6199 gals.).
 ON0262
 ON0262.The modeled gravity was interpolated from observed gravity values.
 ON0262
 ON0262;                    North         East    Units  Estimated Accuracy
 ON0262;SPC MN S     -   196,460.    1,017,200.      MT  (+/- 180 meters Scaled)
 ON0262
 ON0262                          SUPERSEDED SURVEY CONTROL
 ON0262
 ON0262  NGVD 29 (??/??/92)  197.844  (m)          649.09   (f) ADJ UNCH    1 1
 ON0262
 ON0262.Superseded values are not recommended for survey control.
 ON0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0262.See file dsdata.txt to determine how the superseded data were derived.
 ON0262
 ON0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ367550(NAD 83)
 ON0262_MARKER: DD = SURVEY DISK
 ON0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0262_SP_SET: CULVERT
 ON0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0262
 ON0262  HISTORY     - Date     Condition        Report By
 ON0262  HISTORY     - UNK      MONUMENTED       MNHD
 ON0262  HISTORY     - 1970     GOOD             NGS
 ON0262
 ON0262                          STATION DESCRIPTION
 ON0262
 ON0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0262'0.8 MI N FROM LA CRESCENT.
 ON0262'ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAYS 14 AND 61 FROM THE
 ON0262'HIGHWAY OVERPASS FOR THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0262'PACIFIC RAILROAD AT LA CRESCENT, 103 FEET EAST OF THE CENTER
 ON0262'LINE OF THE EAST LANES OF THE HIGHWAY, 52 FEET NORTHWEST OF THE
 ON0262'NORTHWEST RAIL OF THE WEST TRACK OF THE CHICAGO, MILWAUKEE, ST.
 ON0262'PAUL AND PACIFIC RAILROAD, A 1-INCH CHISELED SQUARE ON THE SOUTH
 ON0262'CORNER OF THE SOUTHEAST CONCRETE HEADWALL OF A 4- X 9-FOOT DOUBLE
 ON0262'CHANNEL CULVERT, 40 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 3, 0.5
 ON0262'FOOT SOUTH OF BENCH MARK Y 246, AND ABOUT 15 FEET BELOW THE LEVEL
 ON0262'OF THE HIGHWAY.  SEC. 3, T 104N, R 4W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0248 ***********************************************************************
 QO0248  DESIGNATION -  61 2
 QO0248  PID         -  QO0248
 QO0248  STATE/COUNTY-  MN/CHISAGO
 QO0248  USGS QUAD   -  RUSH CITY (1983)
 QO0248
 QO0248                         *CURRENT SURVEY CONTROL
 QO0248  ___________________________________________________________________
 QO0248* NAD 83(1986)-  45 41 30.     (N)    092 57 39.     (W)     SCALED    
 QO0248* NAVD 88     -       280.413  (meters)     919.99   (feet)  ADJUSTED  
 QO0248  ___________________________________________________________________
 QO0248  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 QO0248  DYNAMIC HT  -         280.410 (meters)     919.98  (feet)  COMP
 QO0248  MODELED GRAV-     980,597.9   (mgal)                       NAVD 88
 QO0248
 QO0248  VERT ORDER  -  SECOND    CLASS 0
 QO0248
 QO0248.The horizontal coordinates were scaled from a topographic map and have
 QO0248.an estimated accuracy of +/- 6 seconds.
 QO0248
 QO0248.The orthometric height was determined by differential leveling
 QO0248.and adjusted by the National Geodetic Survey in June 1991..
 QO0248
 QO0248.The geoid height was determined by GEOID03.
 QO0248
 QO0248.The dynamic height is computed by dividing the NAVD 88
 QO0248.geopotential number by the normal gravity value computed on the
 QO0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0248.degrees latitude (g = 980.6199 gals.).
 QO0248
 QO0248.The modeled gravity was interpolated from observed gravity values.
 QO0248
 QO0248;                    North         East    Units  Estimated Accuracy
 QO0248;SPC MN C     -   177,690.      900,410.      MT  (+/- 180 meters Scaled)
 QO0248
 QO0248                          SUPERSEDED SURVEY CONTROL
 QO0248
 QO0248  NGVD 29 (??/??/92)  280.353  (m)          919.79   (f) ADJ UNCH    2 0
 QO0248
 QO0248.Superseded values are not recommended for survey control.
 QO0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0248.See file dsdata.txt to determine how the superseded data were derived.
 QO0248
 QO0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL030597(NAD 83)
 QO0248_MARKER: X = CHISELED CROSS
 QO0248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0248_SP_SET: FIRE HYDRANT
 QO0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0248
 QO0248  HISTORY     - Date     Condition        Report By
 QO0248  HISTORY     - UNK      MONUMENTED       MNDT
 QO0248  HISTORY     - 1968     GOOD             MNDT
 QO0248
 QO0248                          STATION DESCRIPTION
 QO0248
 QO0248'DESCRIBED BY MN DEPT OF TRANSP 1968
 QO0248'IN RUCH CITY.
 QO0248'MARK IS LOCATED IN THE SE1/4, SECTION 16, T37N, R21W AT THE NORTH EDGE
 QO0248'OF RUSH CITY.  MARK IS A CHISELED X ON THE TOP OF THE SOUTHEAST BOLT
 QO0248'ON THE FIRE HYDRANT.  MARK IS 34 FEET WEST OF THE CENTERLINE OF T.H.
 QO0248'61, 74 FEET SOUTHWEST OF THE CENTERLINE OF ROAD NORTH AND T.H. 61 AND
 QO0248'ABOUT 150 FEET NORTHWEST OF THE LIQUOR STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0313 ***********************************************************************
 ON0313  DESIGNATION -  61 2 CHISELED SQUARE
 ON0313  PID         -  ON0313
 ON0313  STATE/COUNTY-  MN/WINONA
 ON0313  USGS QUAD   -  HOLMEN (1973)
 ON0313
 ON0313                         *CURRENT SURVEY CONTROL
 ON0313  ___________________________________________________________________
 ON0313* NAD 83(1986)-  43 54 36.     (N)    091 21 21.     (W)     SCALED    
 ON0313* NAVD 88     -       202.086  (meters)     663.01   (feet)  ADJUSTED  
 ON0313  ___________________________________________________________________
 ON0313  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 ON0313  DYNAMIC HT  -         202.052 (meters)     662.90  (feet)  COMP
 ON0313  MODELED GRAV-     980,446.9   (mgal)                       NAVD 88
 ON0313
 ON0313  VERT ORDER  -  SECOND    CLASS 0
 ON0313
 ON0313.The horizontal coordinates were scaled from a topographic map and have
 ON0313.an estimated accuracy of +/- 6 seconds.
 ON0313
 ON0313.The orthometric height was determined by differential leveling
 ON0313.and adjusted by the National Geodetic Survey in June 1991..
 ON0313
 ON0313.The geoid height was determined by GEOID03.
 ON0313
 ON0313.The dynamic height is computed by dividing the NAVD 88
 ON0313.geopotential number by the normal gravity value computed on the
 ON0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0313.degrees latitude (g = 980.6199 gals.).
 ON0313
 ON0313.The modeled gravity was interpolated from observed gravity values.
 ON0313
 ON0313;                    North         East    Units  Estimated Accuracy
 ON0313;SPC MN S     -   204,550.    1,012,360.      MT  (+/- 180 meters Scaled)
 ON0313
 ON0313                          SUPERSEDED SURVEY CONTROL
 ON0313
 ON0313  NGVD 29 (??/??/92)  202.100  (m)          663.06   (f) ADJ UNCH    2 0
 ON0313
 ON0313.Superseded values are not recommended for survey control.
 ON0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0313.See file dsdata.txt to determine how the superseded data were derived.
 ON0313
 ON0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ320631(NAD 83)
 ON0313_MARKER: Q = CHISELED SQUARE
 ON0313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0313_SP_SET: BRIDGE
 ON0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0313
 ON0313  HISTORY     - Date     Condition        Report By
 ON0313  HISTORY     - UNK      MONUMENTED       MNHD
 ON0313  HISTORY     - 1965     GOOD             MNHD
 ON0313
 ON0313                          STATION DESCRIPTION
 ON0313
 ON0313'DESCRIBED BY MN HIGHWAY DEPT 1965
 ON0313'0.5 MI S FROM DAKOTA.
 ON0313'MARK IS LOCATED IN THE SE 1/4, SECTION 7, T105N, R4W ABOUT
 ON0313'0.5 MILE SOUTH OF DAKOTA.  MARK IS A CHISELED SQUARE IN THE
 ON0313'SOUTHEAST CORNER ABUTMENT BRIDGE (NO. 3941) ON OLD T.H. 61.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0264 ***********************************************************************
 QO0264  DESIGNATION -  61 3
 QO0264  PID         -  QO0264
 QO0264  STATE/COUNTY-  MN/CHISAGO
 QO0264  USGS QUAD   -  RUSH CITY (1983)
 QO0264
 QO0264                         *CURRENT SURVEY CONTROL
 QO0264  ___________________________________________________________________
 QO0264* NAD 83(1986)-  45 38 36.     (N)    092 57 42.     (W)     SCALED    
 QO0264* NAVD 88     -       277.512  (meters)     910.47   (feet)  ADJUSTED  
 QO0264  ___________________________________________________________________
 QO0264  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 QO0264  DYNAMIC HT  -         277.508 (meters)     910.46  (feet)  COMP
 QO0264  MODELED GRAV-     980,595.7   (mgal)                       NAVD 88
 QO0264
 QO0264  VERT ORDER  -  SECOND    CLASS 0
 QO0264
 QO0264.The horizontal coordinates were scaled from a topographic map and have
 QO0264.an estimated accuracy of +/- 6 seconds.
 QO0264
 QO0264.The orthometric height was determined by differential leveling
 QO0264.and adjusted by the National Geodetic Survey in June 1991..
 QO0264
 QO0264.The geoid height was determined by GEOID03.
 QO0264
 QO0264.The dynamic height is computed by dividing the NAVD 88
 QO0264.geopotential number by the normal gravity value computed on the
 QO0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0264.degrees latitude (g = 980.6199 gals.).
 QO0264
 QO0264.The modeled gravity was interpolated from observed gravity values.
 QO0264
 QO0264;                    North         East    Units  Estimated Accuracy
 QO0264;SPC MN C     -   172,320.      900,430.      MT  (+/- 180 meters Scaled)
 QO0264
 QO0264                          SUPERSEDED SURVEY CONTROL
 QO0264
 QO0264  NGVD 29 (??/??/92)  277.449  (m)          910.26   (f) ADJ UNCH    2 0
 QO0264
 QO0264.Superseded values are not recommended for survey control.
 QO0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0264.See file dsdata.txt to determine how the superseded data were derived.
 QO0264
 QO0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL029544(NAD 83)
 QO0264_MARKER: Q = CHISELED SQUARE
 QO0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0264_SP_SET: BASE
 QO0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0264
 QO0264  HISTORY     - Date     Condition        Report By
 QO0264  HISTORY     - UNK      MONUMENTED       MNDT
 QO0264  HISTORY     - 1968     GOOD             MNDT
 QO0264
 QO0264                          STATION DESCRIPTION
 QO0264
 QO0264'DESCRIBED BY MN DEPT OF TRANSP 1968
 QO0264'3.0 MI S FROM RUSH CITY.
 QO0264'MARK IS LOCATED IN THE NE1/4, SECTION 4, T37N, R21W ABOUT 3.0 MILES
 QO0264'SOUTH OF RUSH CITY ALONG T.H. 61.  MARK IS A CHISELED SQUARE IN THE
 QO0264'BASE OF AN ABANDON GAS PUMP ISLAND.  MARK IS 90 FEET WEST OF THE
 QO0264'CENTERLINE OF T.H. 61 AND 127 FEET SOUTH OF THE CENTERLINE OF COUNTY
 QO0264'ROAD NO. 58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0275 ***********************************************************************
 QO0275  DESIGNATION -  61 4
 QO0275  PID         -  QO0275
 QO0275  STATE/COUNTY-  MN/CHISAGO
 QO0275  USGS QUAD   -  NORTH BRANCH (1983)
 QO0275
 QO0275                         *CURRENT SURVEY CONTROL
 QO0275  ___________________________________________________________________
 QO0275* NAD 83(1986)-  45 35 33.     (N)    092 58 27.     (W)     SCALED    
 QO0275* NAVD 88     -       277.120  (meters)     909.18   (feet)  ADJUSTED  
 QO0275  ___________________________________________________________________
 QO0275  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 QO0275  DYNAMIC HT  -         277.114 (meters)     909.16  (feet)  COMP
 QO0275  MODELED GRAV-     980,588.9   (mgal)                       NAVD 88
 QO0275
 QO0275  VERT ORDER  -  SECOND    CLASS 0
 QO0275
 QO0275.The horizontal coordinates were scaled from a topographic map and have
 QO0275.an estimated accuracy of +/- 6 seconds.
 QO0275
 QO0275.The orthometric height was determined by differential leveling
 QO0275.and adjusted by the National Geodetic Survey in June 1991..
 QO0275
 QO0275.The geoid height was determined by GEOID03.
 QO0275
 QO0275.The dynamic height is computed by dividing the NAVD 88
 QO0275.geopotential number by the normal gravity value computed on the
 QO0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0275.degrees latitude (g = 980.6199 gals.).
 QO0275
 QO0275.The modeled gravity was interpolated from observed gravity values.
 QO0275
 QO0275;                    North         East    Units  Estimated Accuracy
 QO0275;SPC MN C     -   166,660.      899,550.      MT  (+/- 180 meters Scaled)
 QO0275
 QO0275                          SUPERSEDED SURVEY CONTROL
 QO0275
 QO0275  NGVD 29 (??/??/92)  277.057  (m)          908.98   (f) ADJ UNCH    2 0
 QO0275
 QO0275.Superseded values are not recommended for survey control.
 QO0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0275.See file dsdata.txt to determine how the superseded data were derived.
 QO0275
 QO0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL020487(NAD 83)
 QO0275_MARKER: B = BOLT
 QO0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0275_SP_SET: BASE
 QO0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0275
 QO0275  HISTORY     - Date     Condition        Report By
 QO0275  HISTORY     - UNK      MONUMENTED       MNDT
 QO0275  HISTORY     - 1968     GOOD             MNDT
 QO0275
 QO0275                          STATION DESCRIPTION
 QO0275
 QO0275'DESCRIBED BY MN DEPT OF TRANSP 1968
 QO0275'0.4 MI N FROM HARRIS.
 QO0275'MARK IS LOCATED IN THE SW1/4, SECTION 21, T37N, R21W ABOUT 0.4 MILE
 QO0275'NORTH OF HARRIS ALONG T.H. 61.  MARK IS A CHISELED X ON THE TOP OF THE
 QO0275'SOUTHWEST BOLT ON THE BASE OF A RAILROAD SIGNAL (NO. 463).  MARK IS
 QO0275'9.3 FEET WEST OF THE WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0266 ***********************************************************************
 QO0266  DESIGNATION -  61 5
 QO0266  PID         -  QO0266
 QO0266  STATE/COUNTY-  MN/CHISAGO
 QO0266  USGS QUAD   -  NORTH BRANCH (1983)
 QO0266
 QO0266                         *CURRENT SURVEY CONTROL
 QO0266  ___________________________________________________________________
 QO0266* NAD 83(1986)-  45 36 53.     (N)    092 58 19.     (W)     SCALED    
 QO0266* NAVD 88     -       278.045  (meters)     912.22   (feet)  ADJUSTED  
 QO0266  ___________________________________________________________________
 QO0266  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 QO0266  DYNAMIC HT  -         278.040 (meters)     912.20  (feet)  COMP
 QO0266  MODELED GRAV-     980,590.6   (mgal)                       NAVD 88
 QO0266
 QO0266  VERT ORDER  -  SECOND    CLASS 0
 QO0266
 QO0266.The horizontal coordinates were scaled from a topographic map and have
 QO0266.an estimated accuracy of +/- 6 seconds.
 QO0266
 QO0266.The orthometric height was determined by differential leveling
 QO0266.and adjusted by the National Geodetic Survey in June 1991..
 QO0266
 QO0266.The geoid height was determined by GEOID03.
 QO0266
 QO0266.The dynamic height is computed by dividing the NAVD 88
 QO0266.geopotential number by the normal gravity value computed on the
 QO0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0266.degrees latitude (g = 980.6199 gals.).
 QO0266
 QO0266.The modeled gravity was interpolated from observed gravity values.
 QO0266
 QO0266;                    North         East    Units  Estimated Accuracy
 QO0266;SPC MN C     -   169,130.      899,680.      MT  (+/- 180 meters Scaled)
 QO0266
 QO0266                          SUPERSEDED SURVEY CONTROL
 QO0266
 QO0266  NGVD 29 (??/??/92)  277.984  (m)          912.02   (f) ADJ UNCH    2 0
 QO0266
 QO0266.Superseded values are not recommended for survey control.
 QO0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0266.See file dsdata.txt to determine how the superseded data were derived.
 QO0266
 QO0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL021512(NAD 83)
 QO0266_MARKER: B = BOLT
 QO0266_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0266_SP_SET: BASE
 QO0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0266
 QO0266  HISTORY     - Date     Condition        Report By
 QO0266  HISTORY     - UNK      MONUMENTED       MNDT
 QO0266  HISTORY     - 1968     GOOD             MNDT
 QO0266
 QO0266                          STATION DESCRIPTION
 QO0266
 QO0266'DESCRIBED BY MN DEPT OF TRANSP 1968
 QO0266'2.0 MI N FROM HARRIS.
 QO0266'MARK IS LOCATED IN THE NW1/4, SECTION 16, T37N, R21W ABOUT 2.0 MILES
 QO0266'NORTH OF HARRIS AT RAILROAD CROSSING OF COUNTY ROAD NO. 59.  MARK IS
 QO0266'THE TOP OF THE NORTHEAST BOLT ON BASE OF THE RAILROAD SIGNAL (NO.
 QO0266'479).  MARK IS 7.7 FEET WEST OF THE WEST RAIL AND 80 FEET SOUTH OF THE
 QO0266'CENTERLINE OF COUNTY ROAD NO. 59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6227 ***********************************************************************
 AA6227  DESIGNATION -  61 NH
 AA6227  PID         -  AA6227
 AA6227  STATE/COUNTY-  MN/CHIPPEWA
 AA6227  USGS QUAD   -  CLARKFIELD NE (1965)
 AA6227
 AA6227                         *CURRENT SURVEY CONTROL
 AA6227  ___________________________________________________________________
 AA6227* NAD 83(1996)-  44 59 37.95608(N)    095 46 56.21879(W)     ADJUSTED  
 AA6227* NAVD 88     -       310.9    (meters)    1020.     (feet)  GPS OBS   
 AA6227  ___________________________________________________________________
 AA6227  X           -    -455,209.963 (meters)                     COMP
 AA6227  Y           -  -4,495,283.953 (meters)                     COMP
 AA6227  Z           -   4,487,068.457 (meters)                     COMP
 AA6227  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AA6227  ELLIP HEIGHT-         284.65  (meters)          (03/16/99) GPS OBS
 AA6227  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AA6227
 AA6227  HORZ ORDER  -  FIRST
 AA6227  ELLP ORDER  -  FOURTH    CLASS I
 AA6227
 AA6227.The horizontal coordinates were established by GPS observations
 AA6227.and adjusted by the National Geodetic Survey in March 1999..
 AA6227
 AA6227.The orthometric height was determined by GPS observations and a
 AA6227.high-resolution geoid model.
 AA6227
 AA6227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6227
 AA6227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6227
 AA6227.The ellipsoidal height was determined by GPS observations
 AA6227.and is referenced to NAD 83.
 AA6227
 AA6227.The geoid height was determined by GEOID03.
 AA6227
 AA6227;                    North         East     Units Scale Factor Converg.
 AA6227;SPC MN S     -   323,078.346   659,474.564   MT  0.99995894   -1 14 57.3
 AA6227;UTM  15      - 4,986,036.499   280,690.053   MT  1.00019145   -1 58 04.6
 AA6227
 AA6227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6227!SPC MN S     -   0.99995537  x   0.99995894  =   0.99991431
 AA6227!UTM  15      -   0.99995537  x   1.00019145  =   1.00014681
 AA6227
 AA6227                          SUPERSEDED SURVEY CONTROL
 AA6227
 AA6227  NAD 83(1996)-  44 59 37.95616(N)    095 46 56.21795(W) AD(       ) 1
 AA6227  NAD 83(1986)-  44 59 37.95865(N)    095 46 56.21141(W) AD(       ) 1
 AA6227
 AA6227.Superseded values are not recommended for survey control.
 AA6227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6227.See file dsdata.txt to determine how the superseded data were derived.
 AA6227
 AA6227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8069086036(NAD 83)
 AA6227_MARKER: DB = BENCH MARK DISK
 AA6227_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AA6227_STAMPING: 1019 FEET 61 NH 1956
 AA6227_MARK LOGO: USGS  
 AA6227_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA6227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA6227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6227+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1993
 AA6227
 AA6227  HISTORY     - Date     Condition        Report By
 AA6227  HISTORY     - 1956     MONUMENTED       USGS
 AA6227  HISTORY     - 19931012 GOOD             MNDT
 AA6227
 AA6227                          STATION DESCRIPTION
 AA6227
 AA6227'DESCRIBED BY MN DEPT OF TRANSP 1993 (DKH)
 AA6227'RECOVERED BY MINNESOTA DEPARTMENT OF TRANSPORTATION.  THE MARK IS
 AA6227'LOCATED 1.2 MI (1.9 KM) SE OF WATSON, AT THE JCT OF TH 7 AND CO RD 14,
 AA6227'AT TH 7 MP 67.65, 652 FT (198.7 M) NW OF CO RD 14, 69 FT (21.0 M) SW
 AA6227'OF TH 7, 3.2 FT (1.0 M) NW OF A P-POLE, AND 3.0 FT (0.9 M) SE OF A WIT
 AA6227'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1761 ***********************************************************************
 QP1761  DESIGNATION -  6103 A
 QP1761  PID         -  QP1761
 QP1761  STATE/COUNTY-  MN/POPE
 QP1761  USGS QUAD   -  GLENWOOD (1968)
 QP1761
 QP1761                         *CURRENT SURVEY CONTROL
 QP1761  ___________________________________________________________________
 QP1761* NAD 83(1986)-  45 39 49.     (N)    095 24 27.     (W)     SCALED    
 QP1761* NAVD 88     -       415.852  (meters)    1364.34   (feet)  ADJUSTED  
 QP1761  ___________________________________________________________________
 QP1761  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 QP1761  DYNAMIC HT  -         415.841 (meters)    1364.31  (feet)  COMP
 QP1761  MODELED GRAV-     980,576.8   (mgal)                       NAVD 88
 QP1761
 QP1761  VERT ORDER  -  SECOND    CLASS I
 QP1761
 QP1761.The horizontal coordinates were scaled from a topographic map and have
 QP1761.an estimated accuracy of +/- 6 seconds.
 QP1761
 QP1761.The orthometric height was determined by differential leveling
 QP1761.and adjusted by the National Geodetic Survey in June 1995..
 QP1761
 QP1761.The geoid height was determined by GEOID03.
 QP1761
 QP1761.The dynamic height is computed by dividing the NAVD 88
 QP1761.geopotential number by the normal gravity value computed on the
 QP1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1761.degrees latitude (g = 980.6199 gals.).
 QP1761
 QP1761.The modeled gravity was interpolated from observed gravity values.
 QP1761
 QP1761;                    North         East    Units  Estimated Accuracy
 QP1761;SPC MN C     -   174,420.      709,800.      MT  (+/- 180 meters Scaled)
 QP1761
 QP1761                          SUPERSEDED SURVEY CONTROL
 QP1761
 QP1761.No superseded survey control is available for this station.
 QP1761
 QP1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL124594(NAD 83)
 QP1761_MARKER: DB = BENCH MARK DISK
 QP1761_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1761_SP_SET: COPPER-CLAD STEEL ROD
 QP1761_STAMPING: 6103 A 1979
 QP1761_MARK LOGO: MNDT  
 QP1761_PROJECTION: FLUSH
 QP1761_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1761+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 QP1761_ROD/PIPE-DEPTH:  3.7 meters
 QP1761
 QP1761  HISTORY     - Date     Condition        Report By
 QP1761  HISTORY     - 1979     MONUMENTED       MNDT
 QP1761  HISTORY     - 20040913 GOOD             MNDT
 QP1761
 QP1761                          STATION DESCRIPTION
 QP1761
 QP1761'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1761'1.3 MI NW FROM GLENWOOD.
 QP1761'THE MARK IS LOCATED 0.8 MILE WEST ALONG TRUNK HIGHWAY 28 FROM ITS
 QP1761'JUNCTION WITH TRUNK HIGHWAYS 104 AND 29 IN GLENWOOD THENCE 0.7 MILE
 QP1761'NORTH ALONG 10TH STREET NW, AT THE BURLINGTON NORTHERN RAILROAD
 QP1761'CROSSING IN THE SE 1/4 OF SECTION 2, T125N, R38W.  THE MARK IS 41.4
 QP1761'FEET NORTH OF AND ABOUT LEVEL WITH THE NORTH RAIL, 38 FEET WEST OF
 QP1761'THE CENTER OF 10TH STREET NW, 9.1 FEET WEST-SOUTHWEST OF A BURIED
 QP1761'TELEPHONE CABLE MARKER POST, 5.2 FEET WEST OF A POWER POLE AND 0.5
 QP1761'FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1761'VERTICAL CONTROL MARK DISK STAMPED---6103 A 1979---, IS CRIMPED TO
 QP1761'THE TOP OF A 5/8 INCH DIAMETER BY 12 FOOT LONG COPPER-CLAD STEEL ROD
 QP1761'DRIVEN AND WEDGED IN ROCKS AND PROJECTS 2 INCHES ABOVE THE GROUND.
 QP1761
 QP1761                          STATION RECOVERY (2004)
 QP1761
 QP1761'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 QP1761'1.3 MILES NORTHWEST OF GLENWOOD, 0.7 MILES NORTH ON 10TH STREET
 QP1761'NORTHWEST FROM JUNCTION OF TRUNK HIGHWAY 28 AND 10TH STREET NORTHWEST,
 QP1761'240 FEET SOUTH OF JUNCTION 230TH AVENUE AND MULLIGAN DRIVE, 38 FEET
 QP1761'WEST OF 10TH STREET NORTHWEST, 12.3 FEET WEST OF TELEPHONE PEDESTAL,
 QP1761'5.2 FEET WEST OF POWER POLE, 0.5 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3975 ***********************************************************************
 DH3975  DESIGNATION -  6103 K
 DH3975  PID         -  DH3975
 DH3975  STATE/COUNTY-  MN/POPE
 DH3975  USGS QUAD   -  GLENWOOD (1968)
 DH3975
 DH3975                         *CURRENT SURVEY CONTROL
 DH3975  ___________________________________________________________________
 DH3975* NAD 83(1996)-  45 38 56.71272(N)    095 22 40.22311(W)     ADJUSTED  
 DH3975* NAVD 88     -       388.94   (meters)    1276.0    (feet)  LEVELING  
 DH3975  ___________________________________________________________________
 DH3975  X           -    -418,619.340 (meters)                     COMP
 DH3975  Y           -  -4,446,886.795 (meters)                     COMP
 DH3975  Z           -   4,538,327.363 (meters)                     COMP
 DH3975  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 DH3975  ELLIP HEIGHT-         362.91  (meters)          (05/31/05) GPS OBS
 DH3975  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DH3975
 DH3975  HORZ ORDER  -  FIRST
 DH3975  VERT ORDER  -  THIRD ?
 DH3975  ELLP ORDER  -  FOURTH    CLASS I
 DH3975
 DH3975.The horizontal coordinates were established by GPS observations
 DH3975.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3975
 DH3975.The orthometric height was determined by differential leveling.
 DH3975.The vertical network tie was performed by a horz. field party for horz.
 DH3975.obs reductions. Reset procedures were used to establish the elevation.
 DH3975
 DH3975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3975
 DH3975.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3975
 DH3975.The ellipsoidal height was determined by GPS observations
 DH3975.and is referenced to NAD 83.
 DH3975
 DH3975.The geoid height was determined by GEOID03.
 DH3975
 DH3975;                    North         East     Units Scale Factor Converg.
 DH3975;SPC MN C     -   172,770.092   712,086.743   MT  0.99999313   -0 48 57.1
 DH3975;UTM  15      - 5,057,809.850   314,719.034   MT  1.00002207   -1 42 02.9
 DH3975
 DH3975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3975!SPC MN C     -   0.99994311  x   0.99999313  =   0.99993624
 DH3975!UTM  15      -   0.99994311  x   1.00002207  =   0.99996518
 DH3975
 DH3975                          SUPERSEDED SURVEY CONTROL
 DH3975
 DH3975.No superseded survey control is available for this station.
 DH3975
 DH3975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1471957810(NAD 83)
 DH3975_MARKER: DD = SURVEY DISK
 DH3975_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH3975_STAMPING: 6103 K 2001
 DH3975_MARK LOGO: MNDT  
 DH3975_PROJECTION: FLUSH
 DH3975_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3975+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DH3975_ROD/PIPE-DEPTH: 10.7 meters
 DH3975
 DH3975  HISTORY     - Date     Condition        Report By
 DH3975  HISTORY     - 2001     MONUMENTED       MNDT
 DH3975
 DH3975                          STATION DESCRIPTION
 DH3975
 DH3975'DESCRIBED BY MN DEPT OF TRANSP 2001
 DH3975'IN THE EAST PART OF GLENWOOD, AT TRUNK HIGHWAY 28 MILEPOINT 77, 0.65
 DH3975'MILES EAST ALONG TRUNK HIGHWAY 28 FROM JUNCTION TRUNK HIGHWAY 28 AND
 DH3975'TRUNK HIGHWAY 29 -TRUNK HIGHWAY 104, 64.8 FEET WEST-SOUTHWEST OF TRUNK
 DH3975'HIGHWAY 28, 9.2 FEET NORTH OF REFERENCE POINT POST, 1.2 FEET
 DH3975'EAST-NORTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB9872 ***********************************************************************
 AB9872  HT_MOD      -  This is a Height Modernization Survey Station.
 AB9872  CBN         -  This is a Cooperative Base Network Control Station.
 AB9872  DESIGNATION -  6104 L
 AB9872  PID         -  AB9872
 AB9872  STATE/COUNTY-  MN/POPE
 AB9872  USGS QUAD   -  WESTPORT (1965)
 AB9872
 AB9872                         *CURRENT SURVEY CONTROL
 AB9872  ___________________________________________________________________
 AB9872* NAD 83(1996)-  45 42 37.99405(N)    095 10 49.30282(W)     ADJUSTED  
 AB9872* NAVD 88     -       408.26   (meters)    1339.4    (feet)  GPS OBS   
 AB9872  ___________________________________________________________________
 AB9872  X           -    -402,849.934 (meters)                     COMP
 AB9872  Y           -  -4,443,448.483 (meters)                     COMP
 AB9872  Z           -   4,543,114.497 (meters)                     COMP
 AB9872  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 AB9872  ELLIP HEIGHT-         382.10  (meters)          (01/15/97) GPS OBS
 AB9872  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AB9872
 AB9872  HORZ ORDER  -  B
 AB9872  ELLP ORDER  -  FOURTH    CLASS I
 AB9872
 AB9872.The horizontal coordinates were established by GPS observations
 AB9872.and adjusted by the National Geodetic Survey in January 1997..
 AB9872
 AB9872.The orthometric height was determined by GPS observations and a
 AB9872.high-resolution geoid model using precise GPS observation and
 AB9872.processing techniques.
 AB9872
 AB9872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9872
 AB9872.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9872
 AB9872.The ellipsoidal height was determined by GPS observations
 AB9872.and is referenced to NAD 83.
 AB9872
 AB9872.The geoid height was determined by GEOID03.
 AB9872
 AB9872;                    North         East     Units Scale Factor Converg.
 AB9872;SPC MN C     -   179,401.287   727,559.279   MT  0.99998098   -0 40 22.8
 AB9872;UTM  15      - 5,064,200.855   330,292.330   MT  0.99995409   -1 33 40.0
 AB9872
 AB9872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9872!SPC MN C     -   0.99994010  x   0.99998098  =   0.99992108
 AB9872!UTM  15      -   0.99994010  x   0.99995409  =   0.99989419
 AB9872
 AB9872                          SUPERSEDED SURVEY CONTROL
 AB9872
 AB9872.No superseded survey control is available for this station.
 AB9872
 AB9872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3029264201(NAD 83)
 AB9872_MARKER: DB = BENCH MARK DISK
 AB9872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9872_STAMPING: 6104 L 1972
 AB9872_MARK LOGO: MNDT  
 AB9872_PROJECTION: FLUSH
 AB9872_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AB9872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9872+STABILITY: SURFACE MOTION
 AB9872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9872+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2004
 AB9872
 AB9872  HISTORY     - Date     Condition        Report By
 AB9872  HISTORY     - 1972     MONUMENTED       MNDT
 AB9872  HISTORY     - 19940623 GOOD             MNDT
 AB9872  HISTORY     - 2003     GOOD             MNDT
 AB9872  HISTORY     - 20040804 GOOD             MNDT
 AB9872  HISTORY     - 20040910 GOOD             MNDT
 AB9872  HISTORY     - 20041129 GOOD             MNDT
 AB9872
 AB9872                          STATION DESCRIPTION
 AB9872
 AB9872'DESCRIBED BY MN DEPT OF TRANSP 1994 (DKH)
 AB9872'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 AB9872'3/4 MI WEST OF THE TOWN OF WESTPORT IN THE NW 1/4 OF SECTION 23,
 AB9872'T126N, R36W.  TO REACH THE MARK FROM THE JCT OF TH 28 AND LIVINGSTON
 AB9872'ST IN LIVINGSTON, GO WEST ON TH 28 FOR 0.7 MI (1.1 KM) TO TH 28 MP
 AB9872'90.35 AND THE MARK ON THE LEFT.  THE MARK, A DISK SET IN A CONC MON,
 AB9872'IS 123 FT (37.5 M) SOUTH OF TH 28, 132 FT (40.2 M) EAST OF CO RD 33,
 AB9872'106 FT (32.3 M) SE OF THE END OF A METAL CULVERT, AND 2.0 FT (0.6 M)
 AB9872'NORTH OF A WIT AND A R/W POST.  RECOVERED AND DESCRIBED BY DAVID K.
 AB9872'HERDER, TYPED BY M.P.P.
 AB9872
 AB9872                          STATION RECOVERY (2003)
 AB9872
 AB9872'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AB9872'10.5 MI EAST OF LONG PRAIRIE, 10.5 MI EAST ALONG TH 27 FROM JCT OF TH
 AB9872'27 AND TH 71 IN LONG  PRAIRIE, AT TH 27 MP 121.80, 115 FT NORTH OF TH
 AB9872'27, 88 FT WEST OF CO RD 31, 0.6 FT SOUTH OF WIT  POST, PROJECTS 2
 AB9872'INCHES, MAGNETIC, SUITABLE FOR GPS
 AB9872
 AB9872                          STATION RECOVERY (2004)
 AB9872
 AB9872'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JBG)
 AB9872'0.7 MILES WEST OF WESTPORT, AT TRUNK HIGHWAY 28 MILEPOINT 90.35, 0.7
 AB9872'MILES WEST ON TRUNK HIGHWAY 28 FROM JUNCTION OF TRUNK HIGHWAY 28 AND
 AB9872'LIVINGSTON ST, 123 FEET SOUTH OF TRUNK HIGHWAY 28, 132 FEET EAST OF
 AB9872'COUNTY ROAD 33, 106 FEET SOUTHEAST OF END OF METAL CULVERT UNDER
 AB9872'COUNTY ROAD 33, 2.0 FEET NORTH OF WITNESS AND RIGHT OF WAY POST
 AB9872
 AB9872                          STATION RECOVERY (2004)
 AB9872
 AB9872'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 AB9872'0.7 MILES WEST OF WESTPORT, AT TRUNK HIGHWAY 28 MILEPOINT 90.35, 0.7
 AB9872'MILES WEST ON TRUNK HIGHWAY 28 FROM JUNCTION OF TRUNK HIGHWAY 28 AND
 AB9872'LIVINGSTON ST, 123 FEET SOUTH OF TRUNK HIGHWAY 28, 132 FEET EAST OF
 AB9872'COUNTY ROAD 33, 106 FEET SOUTHEAST OF END OF METAL CULVERT UNDER
 AB9872'COUNTY ROAD 33, 2.0 FEET NORTH OF WITNESS AND RIGHT OF WAY POST
 AB9872
 AB9872                          STATION RECOVERY (2004)
 AB9872
 AB9872'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AB9872'0.7 MILES WEST OF WESTPORT, AT TRUNK HIGHWAY 28 MILEPOINT 90.35, 0.7
 AB9872'MILES WEST ON TRUNK HIGHWAY 28 FROM JUNCTION OF TRUNK HIGHWAY 28 AND
 AB9872'LIVINGSTON ST, 123 FEET SOUTH OF TRUNK HIGHWAY 28, 132 FEET EAST OF
 AB9872'COUNTY ROAD 33, 106 FEET SOUTHEAST OF END OF METAL CULVERT UNDER
 AB9872'COUNTY ROAD 33, 2.0 FEET NORTH OF WITNESS AND RIGHT OF WAY POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3976 ***********************************************************************
 DH3976  DESIGNATION -  6104 N
 DH3976  PID         -  DH3976
 DH3976  STATE/COUNTY-  MN/POPE
 DH3976  USGS QUAD   -  VILLARD (1979)
 DH3976
 DH3976                         *CURRENT SURVEY CONTROL
 DH3976  ___________________________________________________________________
 DH3976* NAD 83(1996)-  45 39 02.89855(N)    095 20 59.20001(W)     ADJUSTED  
 DH3976* NAVD 88     -       424.33   (meters)    1392.2    (feet)  LEVELING  
 DH3976  ___________________________________________________________________
 DH3976  X           -    -416,430.893 (meters)                     COMP
 DH3976  Y           -  -4,446,979.929 (meters)                     COMP
 DH3976  Z           -   4,538,486.165 (meters)                     COMP
 DH3976  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DH3976  ELLIP HEIGHT-         398.28  (meters)          (05/31/05) GPS OBS
 DH3976  GEOID HEIGHT-         -26.03  (meters)                     GEOID03
 DH3976
 DH3976  HORZ ORDER  -  FIRST
 DH3976  VERT ORDER  -  THIRD ?
 DH3976  ELLP ORDER  -  FOURTH    CLASS I
 DH3976
 DH3976.The horizontal coordinates were established by GPS observations
 DH3976.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3976
 DH3976.The orthometric height was determined by differential leveling.
 DH3976.The vertical network tie was performed by a horz. field party for horz.
 DH3976.obs reductions. Reset procedures were used to establish the elevation.
 DH3976
 DH3976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3976
 DH3976.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3976
 DH3976.The ellipsoidal height was determined by GPS observations
 DH3976.and is referenced to NAD 83.
 DH3976
 DH3976.The geoid height was determined by GEOID03.
 DH3976
 DH3976;                    North         East     Units Scale Factor Converg.
 DH3976;SPC MN C     -   172,930.290   714,276.637   MT  0.99999278   -0 47 44.0
 DH3976;UTM  15      - 5,057,936.205   316,911.194   MT  1.00001214   -1 40 50.8
 DH3976
 DH3976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3976!SPC MN C     -   0.99993756  x   0.99999278  =   0.99993034
 DH3976!UTM  15      -   0.99993756  x   1.00001214  =   0.99994970
 DH3976
 DH3976                          SUPERSEDED SURVEY CONTROL
 DH3976
 DH3976.No superseded survey control is available for this station.
 DH3976
 DH3976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1691157936(NAD 83)
 DH3976_MARKER: DD = SURVEY DISK
 DH3976_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH3976_STAMPING: 6104 N 2004
 DH3976_MARK LOGO: MNDT  
 DH3976_PROJECTION: FLUSH
 DH3976_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3976+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH3976_ROD/PIPE-DEPTH:  4.6 meters
 DH3976
 DH3976  HISTORY     - Date     Condition        Report By
 DH3976  HISTORY     - 2004     MONUMENTED       MNDT
 DH3976
 DH3976                          STATION DESCRIPTION
 DH3976
 DH3976'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH3976'1.0 MILES EAST OF GLENWOOD, 1.0 MILES EAST ALONG TRUNK HIGHWAY 28 FROM
 DH3976'JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 55 AT GLENWOOD, TO
 DH3976'TRUNK HIGHWAY 28 MILEPOST 78.70, 93.4 FEET NORTH OF TRUNK HIGHWAY 28,
 DH3976'5.1 FEET SOUTH OF RIGHT OF WAY POST, 2.1 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3977 ***********************************************************************
 DH3977  DESIGNATION -  6104 P
 DH3977  PID         -  DH3977
 DH3977  STATE/COUNTY-  MN/POPE
 DH3977  USGS QUAD   -  VILLARD (1979)
 DH3977
 DH3977                         *CURRENT SURVEY CONTROL
 DH3977  ___________________________________________________________________
 DH3977* NAD 83(1996)-  45 39 00.97028(N)    095 19 48.44863(W)     ADJUSTED  
 DH3977* NAVD 88     -       423.45   (meters)    1389.3    (feet)  LEVELING  
 DH3977  ___________________________________________________________________
 DH3977  X           -    -414,909.397 (meters)                     COMP
 DH3977  Y           -  -4,447,164.286 (meters)                     COMP
 DH3977  Z           -   4,538,443.918 (meters)                     COMP
 DH3977  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 DH3977  ELLIP HEIGHT-         397.40  (meters)          (05/31/05) GPS OBS
 DH3977  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DH3977
 DH3977  HORZ ORDER  -  FIRST
 DH3977  VERT ORDER  -  THIRD ?
 DH3977  ELLP ORDER  -  FOURTH    CLASS I
 DH3977
 DH3977.The horizontal coordinates were established by GPS observations
 DH3977.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3977
 DH3977.The orthometric height was determined by differential leveling.
 DH3977.The vertical network tie was performed by a horz. field party for horz.
 DH3977.obs reductions. Reset procedures were used to establish the elevation.
 DH3977
 DH3977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3977
 DH3977.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3977
 DH3977.The ellipsoidal height was determined by GPS observations
 DH3977.and is referenced to NAD 83.
 DH3977
 DH3977.The geoid height was determined by GEOID03.
 DH3977
 DH3977;                    North         East     Units Scale Factor Converg.
 DH3977;SPC MN C     -   172,849.683   715,807.616   MT  0.99999289   -0 46 52.9
 DH3977;UTM  15      - 5,057,831.952   318,440.770   MT  1.00000528   -1 40 00.1
 DH3977
 DH3977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3977!SPC MN C     -   0.99993770  x   0.99999289  =   0.99993059
 DH3977!UTM  15      -   0.99993770  x   1.00000528  =   0.99994298
 DH3977
 DH3977                          SUPERSEDED SURVEY CONTROL
 DH3977
 DH3977.No superseded survey control is available for this station.
 DH3977
 DH3977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1844157832(NAD 83)
 DH3977_MARKER: DD = SURVEY DISK
 DH3977_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH3977_STAMPING: 6104 P 2004
 DH3977_MARK LOGO: MNDT  
 DH3977_PROJECTION: FLUSH
 DH3977_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3977+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH3977_ROD/PIPE-DEPTH:  9.1 meters
 DH3977
 DH3977  HISTORY     - Date     Condition        Report By
 DH3977  HISTORY     - 2004     MONUMENTED       MNDT
 DH3977
 DH3977                          STATION DESCRIPTION
 DH3977
 DH3977'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH3977'2.0 MILES EAST OF GLENWOOD, 2.05 MILES EAST ALONG TRUNK HIGHWAY 28
 DH3977'FROM JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 55 AT GLENWOOD, AT
 DH3977'TRUNK HIGHWAY 28 MILEPOST 79.75, 94.4 FEET SOUTH OF TRUNK HIGHWAY 28,
 DH3977'16.0 FEET EAST OF POWER POLE, 2.7 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1762 ***********************************************************************
 QP1762  DESIGNATION -  6106 B RESET
 QP1762  PID         -  QP1762
 QP1762  STATE/COUNTY-  MN/POPE
 QP1762  USGS QUAD   -  GLENWOOD (1968)
 QP1762
 QP1762                         *CURRENT SURVEY CONTROL
 QP1762  ___________________________________________________________________
 QP1762* NAD 83(1986)-  45 40 33.     (N)    095 23 12.     (W)     SCALED    
 QP1762* NAVD 88     -       425.550  (meters)    1396.16   (feet)  ADJUSTED  
 QP1762  ___________________________________________________________________
 QP1762  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 QP1762  DYNAMIC HT  -         425.539 (meters)    1396.12  (feet)  COMP
 QP1762  MODELED GRAV-     980,576.8   (mgal)                       NAVD 88
 QP1762
 QP1762  VERT ORDER  -  SECOND    CLASS I
 QP1762
 QP1762.The horizontal coordinates were scaled from a topographic map and have
 QP1762.an estimated accuracy of +/- 6 seconds.
 QP1762
 QP1762.The orthometric height was determined by differential leveling
 QP1762.and adjusted by the National Geodetic Survey in June 1995..
 QP1762
 QP1762.The geoid height was determined by GEOID03.
 QP1762
 QP1762.The dynamic height is computed by dividing the NAVD 88
 QP1762.geopotential number by the normal gravity value computed on the
 QP1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1762.degrees latitude (g = 980.6199 gals.).
 QP1762
 QP1762.The modeled gravity was interpolated from observed gravity values.
 QP1762
 QP1762;                    North         East    Units  Estimated Accuracy
 QP1762;SPC MN C     -   175,750.      711,440.      MT  (+/- 180 meters Scaled)
 QP1762
 QP1762                          SUPERSEDED SURVEY CONTROL
 QP1762
 QP1762.No superseded survey control is available for this station.
 QP1762
 QP1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL141608(NAD 83)
 QP1762_MARKER: DB = BENCH MARK DISK
 QP1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1762_SP_SET: CONCRETE POST
 QP1762_STAMPING: 6106 B RESET 1972
 QP1762_MARK LOGO: MNHD  
 QP1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1762+STABILITY: SURFACE MOTION
 QP1762
 QP1762  HISTORY     - Date     Condition        Report By
 QP1762  HISTORY     - 1972     MONUMENTED       MNHD
 QP1762  HISTORY     - 1979     GOOD             MNDT
 QP1762
 QP1762                          STATION DESCRIPTION
 QP1762
 QP1762'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1762'2.1 MI NW FROM GLENWOOD.
 QP1762'THE MARK IS LOCATED 1.8 MILES NORTHWEST ALONG TRUNK HIGHWAY 29 FROM
 QP1762'ITS JUNCTION WITH TRUNK HIGHWAYS 28 AND 104 IN GLENWOOD AND NEAR ITS
 QP1762'JUNCTION WITH TRUNK HIGHWAY 55 NORTH OF GLENWOOD NEAR TRUNK HIGHWAY
 QP1762'29 MILE POINT 65.3 IN THE SE 1/4 OF SECTION 36, T126N, R38W.  THE
 QP1762'MARK IS 320 FEET SOUTH ALONG TRUNK HIGHWAY 29 FROM ITS JUNCTION WITH
 QP1762'TRUNK HIGHWAY 55, 99.4 FEET WEST OF AND 1 FOOT LOWER THAN THE WEST
 QP1762'EDGE OF THE CONCRETE MEDIAN STRIP, 62.3 FEET SOUTHWEST OF THE WEST
 QP1762'END OF AN 18 INCH METAL CULVERT UNDER TRUNK HIGHWAY 29 AND 0.9 FOOT
 QP1762'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK
 QP1762'DISK STAMPED---6106 B RESET 1972---, IS SET IN THE TOP OF A MAGNETIC
 QP1762'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1763 ***********************************************************************
 QP1763  DESIGNATION -  6107 A
 QP1763  PID         -  QP1763
 QP1763  STATE/COUNTY-  MN/POPE
 QP1763  USGS QUAD   -  GLENWOOD (1968)
 QP1763
 QP1763                         *CURRENT SURVEY CONTROL
 QP1763  ___________________________________________________________________
 QP1763* NAD 83(1986)-  45 40 46.     (N)    095 23 47.     (W)     SCALED    
 QP1763* NAVD 88     -       431.076  (meters)    1414.29   (feet)  ADJUSTED  
 QP1763  ___________________________________________________________________
 QP1763  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 QP1763  DYNAMIC HT  -         431.066 (meters)    1414.26  (feet)  COMP
 QP1763  MODELED GRAV-     980,577.4   (mgal)                       NAVD 88
 QP1763
 QP1763  VERT ORDER  -  SECOND    CLASS I
 QP1763
 QP1763.The horizontal coordinates were scaled from a topographic map and have
 QP1763.an estimated accuracy of +/- 6 seconds.
 QP1763
 QP1763.The orthometric height was determined by differential leveling
 QP1763.and adjusted by the National Geodetic Survey in June 1995..
 QP1763
 QP1763.The geoid height was determined by GEOID03.
 QP1763
 QP1763.The dynamic height is computed by dividing the NAVD 88
 QP1763.geopotential number by the normal gravity value computed on the
 QP1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1763.degrees latitude (g = 980.6199 gals.).
 QP1763
 QP1763.The modeled gravity was interpolated from observed gravity values.
 QP1763
 QP1763;                    North         East    Units  Estimated Accuracy
 QP1763;SPC MN C     -   176,170.      710,690.      MT  (+/- 180 meters Scaled)
 QP1763
 QP1763                          SUPERSEDED SURVEY CONTROL
 QP1763
 QP1763.No superseded survey control is available for this station.
 QP1763
 QP1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL133612(NAD 83)
 QP1763_MARKER: DB = BENCH MARK DISK
 QP1763_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1763_SP_SET: COPPER-CLAD STEEL ROD
 QP1763_STAMPING: 6107 A 1979
 QP1763_MARK LOGO: MNDT  
 QP1763_PROJECTION: PROJECTING 5 CENTIMETERS
 QP1763_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1763+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 QP1763_ROD/PIPE-DEPTH: 12.2 meters
 QP1763
 QP1763  HISTORY     - Date     Condition        Report By
 QP1763  HISTORY     - 1979     MONUMENTED       MNDT
 QP1763  HISTORY     - 20040913 GOOD             MNDT
 QP1763
 QP1763                          STATION DESCRIPTION
 QP1763
 QP1763'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1763'2.65 MI NW FROM GLENWOOD.
 QP1763'THE MARK IS LOCATED 2.65 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1763'ITS JUNCTION WITH TRUNK HIGHWAY 28 AT GLENWOOD AND NEAR TRUNK HIGHWAY
 QP1763'55 MILE POINT 68.25 IN THE NE 1/4 OF SECTION 36, T126N, R37W.  THE
 QP1763'MARK IS 73.7 FEET SOUTH-SOUTHWEST OF AND 3 FEET HIGHER THAN THE
 QP1763'CENTERLINE OF TRUNK HIGHWAY 55, 59.3 FEET SOUTH-SOUTHEAST OF THE
 QP1763'SOUTHEAST END OF THE 18 INCH METAL CULVERT, 4 FEET EAST OF A WOOD
 QP1763'CORNER FENCE POST AND 0.8 FEET NORTH-NORTHEAST OF A STEEL WITNESS
 QP1763'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QP1763'STAMPED---6107 A 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 QP1763'DIAMETER BY 40 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES
 QP1763'ABOVE THE GROUND.
 QP1763
 QP1763                          STATION RECOVERY (2004)
 QP1763
 QP1763'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 QP1763'2.65 MILES NORTHWEST ON TRUNK HIGHWAY 55 FROM JUNCTION OF TRUNK
 QP1763'HIGHWAY 55 AND TRUNK HIGHWAY 28 AT GLENWOOD, AT TRUNK HIGHWAY 55
 QP1763'MILEPOINT 68.25, 0.6 MILES NORTHWEST OF JUNCTION TRUNK HIGHWAY 29 AND
 QP1763'TRUNK HIGHWAY 55, 73.7 FEET SOUTH-SOUTHWEST OF TRUNK HIGHWAY 55, 12
 QP1763'FEET EAST OF FENCE CORNER, 0.8 FEET NORTH-NORTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1764 ***********************************************************************
 QP1764  DESIGNATION -  6107 B
 QP1764  PID         -  QP1764
 QP1764  STATE/COUNTY-  MN/POPE
 QP1764  USGS QUAD   -  GLENWOOD (1968)
 QP1764
 QP1764                         *CURRENT SURVEY CONTROL
 QP1764  ___________________________________________________________________
 QP1764* NAD 83(1986)-  45 40 57.     (N)    095 24 28.     (W)     SCALED    
 QP1764* NAVD 88     -       429.767  (meters)    1409.99   (feet)  ADJUSTED  
 QP1764  ___________________________________________________________________
 QP1764  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 QP1764  DYNAMIC HT  -         429.757 (meters)    1409.96  (feet)  COMP
 QP1764  MODELED GRAV-     980,578.0   (mgal)                       NAVD 88
 QP1764
 QP1764  VERT ORDER  -  SECOND    CLASS I
 QP1764
 QP1764.The horizontal coordinates were scaled from a topographic map and have
 QP1764.an estimated accuracy of +/- 6 seconds.
 QP1764
 QP1764.The orthometric height was determined by differential leveling
 QP1764.and adjusted by the National Geodetic Survey in June 1995..
 QP1764
 QP1764.The geoid height was determined by GEOID03.
 QP1764
 QP1764.The dynamic height is computed by dividing the NAVD 88
 QP1764.geopotential number by the normal gravity value computed on the
 QP1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1764.degrees latitude (g = 980.6199 gals.).
 QP1764
 QP1764.The modeled gravity was interpolated from observed gravity values.
 QP1764
 QP1764;                    North         East    Units  Estimated Accuracy
 QP1764;SPC MN C     -   176,520.      709,810.      MT  (+/- 180 meters Scaled)
 QP1764
 QP1764                          SUPERSEDED SURVEY CONTROL
 QP1764
 QP1764.No superseded survey control is available for this station.
 QP1764
 QP1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL124615(NAD 83)
 QP1764_MARKER: DB = BENCH MARK DISK
 QP1764_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1764_SP_SET: COPPER-CLAD STEEL ROD
 QP1764_STAMPING: 6107 B 1979
 QP1764_MARK LOGO: MNDT  
 QP1764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1764
 QP1764  HISTORY     - Date     Condition        Report By
 QP1764  HISTORY     - 1979     MONUMENTED       MNDT
 QP1764
 QP1764                          STATION DESCRIPTION
 QP1764
 QP1764'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1764'3.3 MI NW FROM GLENWOOD.
 QP1764'THE MARK IS LOCATED 3.3 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1764'ITS JUNCTION WITH TRUNK HIGHWAY 28 AT GLENWOOD AND NEAR TRUNK HIGHWAY
 QP1764'55 MILE POINT 67.6 IN THE NE 1/4 OF SECTION 35, T126N, R38W.  THE
 QP1764'MARK IS 73.2 FEET SOUTH-SOUTHWEST OF AND 3 FEET HIGHER THAN THE
 QP1764'CENTERLINE OF TRUNK HIGHWAY 55, 2.1 FEET NORTH-NORTHWEST OF A STEEL
 QP1764'RIGHT-OF-WAY SIGN POST AND 0.8 FOOT NORTH-NORTHEAST OF A STEEL
 QP1764'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QP1764'STAMPED---6107 B 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 QP1764'DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES
 QP1764'ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1765 ***********************************************************************
 QP1765  DESIGNATION -  6107 C
 QP1765  PID         -  QP1765
 QP1765  STATE/COUNTY-  MN/POPE
 QP1765  USGS QUAD   -  GLENWOOD (1968)
 QP1765
 QP1765                         *CURRENT SURVEY CONTROL
 QP1765  ___________________________________________________________________
 QP1765* NAD 83(1986)-  45 41 17.     (N)    095 25 03.     (W)     SCALED    
 QP1765* NAVD 88     -       428.440  (meters)    1405.64   (feet)  ADJUSTED  
 QP1765  ___________________________________________________________________
 QP1765  GEOID HEIGHT-         -25.99  (meters)                     GEOID03
 QP1765  DYNAMIC HT  -         428.430 (meters)    1405.61  (feet)  COMP
 QP1765  MODELED GRAV-     980,578.7   (mgal)                       NAVD 88
 QP1765
 QP1765  VERT ORDER  -  SECOND    CLASS I
 QP1765
 QP1765.The horizontal coordinates were scaled from a topographic map and have
 QP1765.an estimated accuracy of +/- 6 seconds.
 QP1765
 QP1765.The orthometric height was determined by differential leveling
 QP1765.and adjusted by the National Geodetic Survey in June 1995..
 QP1765
 QP1765.The geoid height was determined by GEOID03.
 QP1765
 QP1765.The dynamic height is computed by dividing the NAVD 88
 QP1765.geopotential number by the normal gravity value computed on the
 QP1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1765.degrees latitude (g = 980.6199 gals.).
 QP1765
 QP1765.The modeled gravity was interpolated from observed gravity values.
 QP1765
 QP1765;                    North         East    Units  Estimated Accuracy
 QP1765;SPC MN C     -   177,150.      709,060.      MT  (+/- 180 meters Scaled)
 QP1765
 QP1765                          SUPERSEDED SURVEY CONTROL
 QP1765
 QP1765.No superseded survey control is available for this station.
 QP1765
 QP1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL117622(NAD 83)
 QP1765_MARKER: DB = BENCH MARK DISK
 QP1765_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1765_SP_SET: COPPER-CLAD STEEL ROD
 QP1765_STAMPING: 6107 C 1979
 QP1765_MARK LOGO: MNDT  
 QP1765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1765
 QP1765  HISTORY     - Date     Condition        Report By
 QP1765  HISTORY     - 1979     MONUMENTED       MNDT
 QP1765
 QP1765                          STATION DESCRIPTION
 QP1765
 QP1765'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1765'3.8 MI NW FROM GLENWOOD.
 QP1765'THE MARK IS LOCATED 3.8 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1765'ITS JUNCTION WITH TRUNK HIGHWAY 28 AT GLENWOOD AND NEAR TRUNK HIGHWAY
 QP1765'55 MILE POINT 67.05 IN THE SE 1/4 OF SECTION 26, T126N, R38W.  THE
 QP1765'MARK IS 159.7 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 55,
 QP1765'92 FEET NORTHWEST OF THE CENTER OF A DRIVEWAY NORTH TO A FARM, 32.2
 QP1765'FEET NORTHEAST OF AND ABOUT 2 FEET HIGHER THAN THE NORTHEAST RAIL OF
 QP1765'THE RAILROAD, 1.5 FEET SOUTH OF TELEGRAPH POLE BEING THE THIRD POLE
 QP1765'NORTHWEST OF RAILROAD MILE POST 124 AND 0.8 FOOT SOUTHWEST OF A STEEL
 QP1765'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QP1765'STAMPED---6107 C 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 QP1765'DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES
 QP1765'ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1766 ***********************************************************************
 QP1766  DESIGNATION -  6107 D
 QP1766  PID         -  QP1766
 QP1766  STATE/COUNTY-  MN/POPE
 QP1766  USGS QUAD   -  GLENWOOD (1968)
 QP1766
 QP1766                         *CURRENT SURVEY CONTROL
 QP1766  ___________________________________________________________________
 QP1766* NAD 83(1986)-  45 41 32.     (N)    095 25 39.     (W)     SCALED    
 QP1766* NAVD 88     -       424.594  (meters)    1393.02   (feet)  ADJUSTED  
 QP1766  ___________________________________________________________________
 QP1766  GEOID HEIGHT-         -25.98  (meters)                     GEOID03
 QP1766  DYNAMIC HT  -         424.584 (meters)    1392.99  (feet)  COMP
 QP1766  MODELED GRAV-     980,579.3   (mgal)                       NAVD 88
 QP1766
 QP1766  VERT ORDER  -  SECOND    CLASS I
 QP1766
 QP1766.The horizontal coordinates were scaled from a topographic map and have
 QP1766.an estimated accuracy of +/- 6 seconds.
 QP1766
 QP1766.The orthometric height was determined by differential leveling
 QP1766.and adjusted by the National Geodetic Survey in June 1995..
 QP1766
 QP1766.The geoid height was determined by GEOID03.
 QP1766
 QP1766.The dynamic height is computed by dividing the NAVD 88
 QP1766.geopotential number by the normal gravity value computed on the
 QP1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1766.degrees latitude (g = 980.6199 gals.).
 QP1766
 QP1766.The modeled gravity was interpolated from observed gravity values.
 QP1766
 QP1766;                    North         East    Units  Estimated Accuracy
 QP1766;SPC MN C     -   177,620.      708,290.      MT  (+/- 180 meters Scaled)
 QP1766
 QP1766                          SUPERSEDED SURVEY CONTROL
 QP1766
 QP1766.No superseded survey control is available for this station.
 QP1766
 QP1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL109627(NAD 83)
 QP1766_MARKER: DB = BENCH MARK DISK
 QP1766_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1766_SP_SET: COPPER-CLAD STEEL ROD
 QP1766_STAMPING: 6107 D 1979
 QP1766_MARK LOGO: MNDT  
 QP1766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1766
 QP1766  HISTORY     - Date     Condition        Report By
 QP1766  HISTORY     - 1979     MONUMENTED       MNDT
 QP1766
 QP1766                          STATION DESCRIPTION
 QP1766
 QP1766'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1766'4.4 MI NW FROM GLENWOOD.
 QP1766'THE MARK IS LOCATED 4.4 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1766'ITS JUNCTION WITH TRUNK HIGHWAY 28 AT GLENWOOD AND NEAR TRUNK HIGHWAY
 QP1766'55 MILE POINT 66.45 IN THE SE 1/4 OF SECTION 26, T126N, R38W.  THE
 QP1766'MARK IS 161.5 FEET NORTH-NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY
 QP1766'55, 123.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF TELEPHONE BURIED
 QP1766'CABLE BOX NUNBERED UP1248, 33.3 FEET NORTH-NORTHEAST OF AND 2 FEET
 QP1766'LOWER THAN THE NORTHEAST RAIL OF THE SOO LINE RAILROAD, 30 FEET EAST
 QP1766'OF THE CENTER OF THE NORTH-SOUTH TOWNSHIP ROAD, 1.5 FEET
 QP1766'WEST-SOUTHWEST OF TELEGRAPH POLE NUMBERED 24 AND 0.8 FOOT SOUTH OF A
 QP1766'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 QP1766'DISK STAMPED---6107 D 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8
 QP1766'INCH DIAMETER BY 40 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2
 QP1766'INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1767 ***********************************************************************
 QP1767  DESIGNATION -  6107 E
 QP1767  PID         -  QP1767
 QP1767  STATE/COUNTY-  MN/POPE
 QP1767  USGS QUAD   -  GLENWOOD (1968)
 QP1767
 QP1767                         *CURRENT SURVEY CONTROL
 QP1767  ___________________________________________________________________
 QP1767* NAD 83(1986)-  45 41 41.     (N)    095 26 11.     (W)     SCALED    
 QP1767* NAVD 88     -       423.130  (meters)    1388.22   (feet)  ADJUSTED  
 QP1767  ___________________________________________________________________
 QP1767  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 QP1767  DYNAMIC HT  -         423.120 (meters)    1388.19  (feet)  COMP
 QP1767  MODELED GRAV-     980,579.8   (mgal)                       NAVD 88
 QP1767
 QP1767  VERT ORDER  -  SECOND    CLASS I
 QP1767
 QP1767.The horizontal coordinates were scaled from a topographic map and have
 QP1767.an estimated accuracy of +/- 6 seconds.
 QP1767
 QP1767.The orthometric height was determined by differential leveling
 QP1767.and adjusted by the National Geodetic Survey in June 1995..
 QP1767
 QP1767.The geoid height was determined by GEOID03.
 QP1767
 QP1767.The dynamic height is computed by dividing the NAVD 88
 QP1767.geopotential number by the normal gravity value computed on the
 QP1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1767.degrees latitude (g = 980.6199 gals.).
 QP1767
 QP1767.The modeled gravity was interpolated from observed gravity values.
 QP1767
 QP1767;                    North         East    Units  Estimated Accuracy
 QP1767;SPC MN C     -   177,910.      707,600.      MT  (+/- 180 meters Scaled)
 QP1767
 QP1767                          SUPERSEDED SURVEY CONTROL
 QP1767
 QP1767.No superseded survey control is available for this station.
 QP1767
 QP1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL103630(NAD 83)
 QP1767_MARKER: DB = BENCH MARK DISK
 QP1767_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1767_SP_SET: COPPER-CLAD STEEL ROD
 QP1767_STAMPING: 6107 E 1979
 QP1767_MARK LOGO: MNDT  
 QP1767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1767
 QP1767  HISTORY     - Date     Condition        Report By
 QP1767  HISTORY     - 1979     MONUMENTED       MNDT
 QP1767
 QP1767                          STATION DESCRIPTION
 QP1767
 QP1767'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1767'4.95 MI NW FROM GLENWOOD.
 QP1767'THE MARK IS LOCATED 4.95 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1767'ITS JUNCTION WITH TRUNK HIGHWAY 28 AT GLENWOOD AND NEAR TRUNK HIGHWAY
 QP1767'55 MILE POST 66 IN THE NE 1/4 OF SECTION 27, T126N, R38W.  THE MARK
 QP1767'IS 146.3 FEET NORTH-NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 55,
 QP1767'115 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE 2-STORY FRAME
 QP1767'FARM HOUSE, 91 FEET EAST OF THE DRIVEWAY TO THE FARM, 27.5 FEET SOUTH
 QP1767'OF THE NORTH RIGHT-OF-WAY FENCE LINE, 18.3 FEET NORTH-NORTHEAST OF
 QP1767'AND 2 FEET LOWER THAN THE NORTHEAST RAIL OF THE SOO LINE RAILROAD,
 QP1767'1.5 FEET SOUTH-SOUTHWEST OF A TELEGRAPH POLE AND 0.8 FOOT
 QP1767'SOUTH-SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1767'VERTICAL CONTROL MARK DISK STAMPED---6107 E 1979---, IS CRIMPED TO
 QP1767'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 QP1767'STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1768 ***********************************************************************
 QP1768  DESIGNATION -  6107 F
 QP1768  PID         -  QP1768
 QP1768  STATE/COUNTY-  MN/POPE
 QP1768  USGS QUAD   -  GLENWOOD (1968)
 QP1768
 QP1768                         *CURRENT SURVEY CONTROL
 QP1768  ___________________________________________________________________
 QP1768* NAD 83(1986)-  45 41 48.     (N)    095 27 10.     (W)     SCALED    
 QP1768* NAVD 88     -       419.945  (meters)    1377.77   (feet)  ADJUSTED  
 QP1768  ___________________________________________________________________
 QP1768  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 QP1768  DYNAMIC HT  -         419.936 (meters)    1377.74  (feet)  COMP
 QP1768  MODELED GRAV-     980,580.5   (mgal)                       NAVD 88
 QP1768
 QP1768  VERT ORDER  -  SECOND    CLASS I
 QP1768
 QP1768.The horizontal coordinates were scaled from a topographic map and have
 QP1768.an estimated accuracy of +/- 6 seconds.
 QP1768
 QP1768.The orthometric height was determined by differential leveling
 QP1768.and adjusted by the National Geodetic Survey in June 1995..
 QP1768
 QP1768.The geoid height was determined by GEOID03.
 QP1768
 QP1768.The dynamic height is computed by dividing the NAVD 88
 QP1768.geopotential number by the normal gravity value computed on the
 QP1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1768.degrees latitude (g = 980.6199 gals.).
 QP1768
 QP1768.The modeled gravity was interpolated from observed gravity values.
 QP1768
 QP1768;                    North         East    Units  Estimated Accuracy
 QP1768;SPC MN C     -   178,140.      706,330.      MT  (+/- 180 meters Scaled)
 QP1768
 QP1768                          SUPERSEDED SURVEY CONTROL
 QP1768
 QP1768.No superseded survey control is available for this station.
 QP1768
 QP1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL090632(NAD 83)
 QP1768_MARKER: DB = BENCH MARK DISK
 QP1768_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1768_SP_SET: COPPER-CLAD STEEL ROD
 QP1768_STAMPING: 6107 F 1979
 QP1768_MARK LOGO: MNDT  
 QP1768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1768
 QP1768  HISTORY     - Date     Condition        Report By
 QP1768  HISTORY     - 1979     MONUMENTED       MNDT
 QP1768
 QP1768                          STATION DESCRIPTION
 QP1768
 QP1768'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1768'2.35 MI SE FROM LOWRY.
 QP1768'THE MARK IS LOCATED 2.35 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1768'ITS JUNCTION WITH TRUNK HIGHWAY 114 IN LOWRY AND NEAR TRUNK HIGHWAY
 QP1768'55 MILE POINT 65.25 IN THE NE 1/4 OF SECTION 28, T126N, R38W.  THE
 QP1768'MARK IS 160 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 55, 41 FEET
 QP1768'SOUTHWEST OF A 40 INCH OAK TREE, 34.5 FEET NORTH OF AND 3 FEET LOWER
 QP1768'THAN THE NORTH RAIL OF THE SOO LINE RAILROAD, 28 FEET WEST OF THE
 QP1768'CENTER OF A FARM DRIVE TO THE NORTH, 1.5 FEET SOUTH OF A TELEGRAPH
 QP1768'POLE AND 0.8 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 QP1768'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---6107 F 1979---, IS
 QP1768'CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 24 FOOT LONG DRIVEN
 QP1768'COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1769 ***********************************************************************
 QP1769  DESIGNATION -  6107 G
 QP1769  PID         -  QP1769
 QP1769  STATE/COUNTY-  MN/POPE
 QP1769  USGS QUAD   -  GLENWOOD (1968)
 QP1769
 QP1769                         *CURRENT SURVEY CONTROL
 QP1769  ___________________________________________________________________
 QP1769* NAD 83(1986)-  45 41 50.     (N)    095 28 07.     (W)     SCALED    
 QP1769* NAVD 88     -       417.992  (meters)    1371.36   (feet)  ADJUSTED  
 QP1769  ___________________________________________________________________
 QP1769  GEOID HEIGHT-         -25.96  (meters)                     GEOID03
 QP1769  DYNAMIC HT  -         417.983 (meters)    1371.33  (feet)  COMP
 QP1769  MODELED GRAV-     980,581.1   (mgal)                       NAVD 88
 QP1769
 QP1769  VERT ORDER  -  SECOND    CLASS I
 QP1769
 QP1769.The horizontal coordinates were scaled from a topographic map and have
 QP1769.an estimated accuracy of +/- 6 seconds.
 QP1769
 QP1769.The orthometric height was determined by differential leveling
 QP1769.and adjusted by the National Geodetic Survey in June 1995..
 QP1769
 QP1769.The geoid height was determined by GEOID03.
 QP1769
 QP1769.The dynamic height is computed by dividing the NAVD 88
 QP1769.geopotential number by the normal gravity value computed on the
 QP1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1769.degrees latitude (g = 980.6199 gals.).
 QP1769
 QP1769.The modeled gravity was interpolated from observed gravity values.
 QP1769
 QP1769;                    North         East    Units  Estimated Accuracy
 QP1769;SPC MN C     -   178,220.      705,090.      MT  (+/- 180 meters Scaled)
 QP1769
 QP1769                          SUPERSEDED SURVEY CONTROL
 QP1769
 QP1769.No superseded survey control is available for this station.
 QP1769
 QP1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL078633(NAD 83)
 QP1769_MARKER: DB = BENCH MARK DISK
 QP1769_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1769_SP_SET: COPPER-CLAD STEEL ROD
 QP1769_STAMPING: 6107 G 1979
 QP1769_MARK LOGO: MNDT  
 QP1769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1769
 QP1769  HISTORY     - Date     Condition        Report By
 QP1769  HISTORY     - 1979     MONUMENTED       MNDT
 QP1769  HISTORY     - 20040713 POOR             DUCKS
 QP1769
 QP1769                          STATION DESCRIPTION
 QP1769
 QP1769'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1769'2.55 MI SE FROM LOWRY.
 QP1769'THE MARK IS LOCATED 2.55 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1769'ITS JUNCTION WITH TRUNK HIGHWAY 114 IN LOWRY AND NEAR TRUNK HIGHWAY
 QP1769'55 MILE POINT 64.45 IN THE NW 1/4 OF SECTION 28, T126N, R38W.  THE
 QP1769'MARK IS 162.5 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 55, 79.6
 QP1769'FEET EAST-SOUTHEAST OF A POWER POLE ON A NORTH-SOUTH LINE, 38 FEET
 QP1769'EAST OF THE CENTER OF THE TOWNSHIP ROAD, 34.6 FEET NORTH OF AND ABOUT
 QP1769'LEVEL WITH THE NORTH RAIL OF THE SOO LINE RAILROAD, 2 FEET SOUTH OF A
 QP1769'TELEGRAPH POLE AND 1 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 QP1769'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---6107 G 1979---, IS
 QP1769'CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG
 QP1769'COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
 QP1769
 QP1769                          STATION RECOVERY (2004)
 QP1769
 QP1769'RECOVERY NOTE BY DUCKS UNLIMITED 2004 (GLJ)
 QP1769'THIS MARK HAS BEEN HIT BY MOWING OPERATIONS IN THE DITCHES.  THE MARK
 QP1769'NOW LEANS AND CAN BE MOVED SOMEWHAT.  THE ELEVATION OF THE CAP IS NOW
 QP1769'SLOPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1770 ***********************************************************************
 QP1770  FBN         -  This is a Federal Base Network Control Station.
 QP1770  DESIGNATION -  6107 H
 QP1770  PID         -  QP1770
 QP1770  STATE/COUNTY-  MN/POPE
 QP1770  USGS QUAD   -  GLENWOOD (1968)
 QP1770
 QP1770                         *CURRENT SURVEY CONTROL
 QP1770  ___________________________________________________________________
 QP1770* NAD 83(1996)-  45 41 52.19016(N)    095 29 04.16414(W)     ADJUSTED  
 QP1770* NAVD 88     -       417.969  (meters)    1371.29   (feet)  ADJUSTED  
 QP1770  ___________________________________________________________________
 QP1770  X           -    -426,527.546 (meters)                     COMP
 QP1770  Y           -  -4,442,262.037 (meters)                     COMP
 QP1770  Z           -   4,542,133.956 (meters)                     COMP
 QP1770  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 QP1770  ELLIP HEIGHT-         392.02  (meters)          (01/15/97) GPS OBS
 QP1770  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 QP1770  DYNAMIC HT  -         417.961 (meters)    1371.26  (feet)  COMP
 QP1770  MODELED GRAV-     980,581.7   (mgal)                       NAVD 88
 QP1770
 QP1770  HORZ ORDER  -  B
 QP1770  VERT ORDER  -  SECOND    CLASS I
 QP1770  ELLP ORDER  -  FOURTH    CLASS I
 QP1770
 QP1770.The horizontal coordinates were established by GPS observations
 QP1770.and adjusted by the National Geodetic Survey in January 1997..
 QP1770
 QP1770.The orthometric height was determined by differential leveling
 QP1770.and adjusted by the National Geodetic Survey in June 1995..
 QP1770
 QP1770.Photographs are available for this station.
 QP1770
 QP1770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1770
 QP1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1770
 QP1770.The ellipsoidal height was determined by GPS observations
 QP1770.and is referenced to NAD 83.
 QP1770
 QP1770.The geoid height was determined by GEOID03.
 QP1770
 QP1770.The dynamic height is computed by dividing the NAVD 88
 QP1770.geopotential number by the normal gravity value computed on the
 QP1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1770.degrees latitude (g = 980.6199 gals.).
 QP1770
 QP1770.The modeled gravity was interpolated from observed gravity values.
 QP1770
 QP1770;                    North         East     Units Scale Factor Converg.
 QP1770;SPC MN C     -   178,310.962   703,858.607   MT  0.99998340   -0 53 34.9
 QP1770;UTM  15      - 5,063,477.483   306,577.059   MT  1.00005998   -1 46 43.0
 QP1770
 QP1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1770!SPC MN C     -   0.99993855  x   0.99998340  =   0.99992195
 QP1770!UTM  15      -   0.99993855  x   1.00005998  =   0.99999852
 QP1770
 QP1770                          SUPERSEDED SURVEY CONTROL
 QP1770
 QP1770  NAVD 88 (01/15/97)  417.97   (m)         1371.3    (f) LEVELING    3  
 QP1770
 QP1770.Superseded values are not recommended for survey control.
 QP1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1770.See file dsdata.txt to determine how the superseded data were derived.
 QP1770
 QP1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0657763477(NAD 83)
 QP1770_MARKER: DV = VERTICAL CONTROL DISK
 QP1770_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1770_SP_SET: COPPER-CLAD STEEL ROD
 QP1770_STAMPING: 6107 H 1979
 QP1770_MARK LOGO: MNDT  
 QP1770_PROJECTION: PROJECTING 3 CENTIMETERS
 QP1770_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1770+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2004
 QP1770_ROD/PIPE-DEPTH:  7.3 meters
 QP1770
 QP1770  HISTORY     - Date     Condition        Report By
 QP1770  HISTORY     - 1979     MONUMENTED       MNDT
 QP1770  HISTORY     - 19940622 GOOD             MNDT
 QP1770  HISTORY     - 200111   GOOD             MNDT
 QP1770  HISTORY     - 20040804 GOOD             MNDT
 QP1770  HISTORY     - 20040909 GOOD             MNDT
 QP1770  HISTORY     - 20041124 GOOD             MNDT
 QP1770
 QP1770                          STATION DESCRIPTION
 QP1770
 QP1770'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1770'1.8 MI SE FROM LOWRY.
 QP1770'THE MARK IS LOCATED 1.8 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1770'ITS JUNCTION WITH TRUNK HIGHWAY 114 IN LOWRY AND NEAR TRUNK HIGHWAY
 QP1770'55 MILE POINT 63.65 IN THE NW 1/4 OF SECTION 29, T126N, R38W.  THE
 QP1770'MARK IS 163.2 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 55, 35.2
 QP1770'FEET NORTH OF AND 1 FOOT LOWER THAN THE NORTH RAIL OF THE SOO LINE
 QP1770'RAILROAD, 33 FEET EAST OF A FARM DRIVE TO THE NORTH, 2.5 FEET
 QP1770'SOUTHWEST OF A TELEGRAPH POLE AND 0.7 FOOT SOUTH OF A STEEL WITNESS
 QP1770'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QP1770'STAMPED---6107 H 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 QP1770'DIAMETER BY 24 FOOT LONG DRIVEN COPPER-CLAD STEEL ROD THAT PROJECTS
 QP1770'ABOUT 2 INCHES ABOVE GROUND LEVEL.
 QP1770
 QP1770                          STATION RECOVERY (1994)
 QP1770
 QP1770'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 QP1770'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QP1770'THE MARK IS LOCATED ABOUT 1-3/4 MI SE OF THE TOWN OF LOWRY IN THE NW
 QP1770'1/4 OF SECTION 29, T126N, R38W.  TO REACH THE MARK FROM THE JCT OF TH
 QP1770'55 AND TH 114 IN LOWRY, GO SE ON TH 55 FOR 1.8 MI (2.9 KM) TO TH 55 MP
 QP1770'63.65 AND THE MARK ON THE LEFT.  THE MARK, A DISK SET ON TOP OF DRIVEN
 QP1770'COPPER CLAD ROD, IS 163.2 FT (49.7 M) NORTH OF TH 55, 35.2 FT (10.7 M)
 QP1770'NORTH OF THE NORTH RAIL OF THE RR TRACKS, 33 FT (10.1 M) EAST OF A
 QP1770'FARM DRIVE NORTH, AND 0.5 FT (15.2 CM) WEST OF A WIT POST. RECOVERED
 QP1770'AND DSECRIBED BY DAVID K.  HERDER, TYPED BY M.P.P.
 QP1770
 QP1770                          STATION RECOVERY (2001)
 QP1770
 QP1770'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 QP1770'RECOVERED AS DESCRIBED..
 QP1770' 
 QP1770'
 QP1770
 QP1770                          STATION RECOVERY (2004)
 QP1770
 QP1770'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JBG)
 QP1770'1.75 MILES SOUTHEAST OF LOWRY, AT TRUNK HIGHWAY 55 MILEPOINT 63.65,
 QP1770'1.8 MILES SOUTHEAST ON TRUNK HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY
 QP1770'55 AND TRUNK HIGHWAY 114 IN LOWRY, 163.2 FEET NORTH OF TRUNK HIGHWAY
 QP1770'55, 35.2 FEET NORTH OF NORTH RAIL OF RAILROAD TRACKS, 35 FEET EAST OF
 QP1770'FARM DRIVE NORTH, 0.7 FEET WEST OF WITNESS POST
 QP1770
 QP1770                          STATION RECOVERY (2004)
 QP1770
 QP1770'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 QP1770'1.75 MILES SOUTHEAST OF LOWRY, AT TRUNK HIGHWAY 55 MILEPOINT 63.65,
 QP1770'1.8 MILES SOUTHEAST ON TRUNK HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY
 QP1770'55 AND TRUNK HIGHWAY 114 IN LOWRY, 163.2 FEET NORTH OF TRUNK HIGHWAY
 QP1770'55, 35.2 FEET NORTH OF NORTH RAIL OF RAILROAD TRACKS, 35 FEET EAST OF
 QP1770'FARM DRIVE NORTH, 0.7 FEET WEST OF WITNESS POST
 QP1770
 QP1770                          STATION RECOVERY (2004)
 QP1770
 QP1770'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 QP1770'1.75 MILES SOUTHEAST OF LOWRY, AT TRUNK HIGHWAY 55 MILEPOINT 63.65,
 QP1770'1.8 MILES SOUTHEAST ON TRUNK HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY
 QP1770'55 AND TRUNK HIGHWAY 114 IN LOWRY, 163.2 FEET NORTH OF TRUNK HIGHWAY
 QP1770'55, 35.2 FEET NORTH OF NORTH RAIL OF RAILROAD TRACKS, 33 FEET EAST OF
 QP1770'FARM DRIVE NORTH, 0.7 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1771 ***********************************************************************
 QP1771  DESIGNATION -  6107 J
 QP1771  PID         -  QP1771
 QP1771  STATE/COUNTY-  MN/POPE
 QP1771  USGS QUAD   -  LOWRY (1968)
 QP1771
 QP1771                         *CURRENT SURVEY CONTROL
 QP1771  ___________________________________________________________________
 QP1771* NAD 83(1986)-  45 42 02.     (N)    095 30 09.     (W)     SCALED    
 QP1771* NAVD 88     -       411.513  (meters)    1350.11   (feet)  ADJUSTED  
 QP1771  ___________________________________________________________________
 QP1771  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 QP1771  DYNAMIC HT  -         411.504 (meters)    1350.08  (feet)  COMP
 QP1771  MODELED GRAV-     980,582.2   (mgal)                       NAVD 88
 QP1771
 QP1771  VERT ORDER  -  SECOND    CLASS I
 QP1771
 QP1771.The horizontal coordinates were scaled from a topographic map and have
 QP1771.an estimated accuracy of +/- 6 seconds.
 QP1771
 QP1771.The orthometric height was determined by differential leveling
 QP1771.and adjusted by the National Geodetic Survey in June 1995..
 QP1771
 QP1771.The geoid height was determined by GEOID03.
 QP1771
 QP1771.The dynamic height is computed by dividing the NAVD 88
 QP1771.geopotential number by the normal gravity value computed on the
 QP1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1771.degrees latitude (g = 980.6199 gals.).
 QP1771
 QP1771.The modeled gravity was interpolated from observed gravity values.
 QP1771
 QP1771;                    North         East    Units  Estimated Accuracy
 QP1771;SPC MN C     -   178,640.      702,460.      MT  (+/- 180 meters Scaled)
 QP1771
 QP1771                          SUPERSEDED SURVEY CONTROL
 QP1771
 QP1771.No superseded survey control is available for this station.
 QP1771
 QP1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL051638(NAD 83)
 QP1771_MARKER: DB = BENCH MARK DISK
 QP1771_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1771_SP_SET: COPPER-CLAD STEEL ROD
 QP1771_STAMPING: 6107 J 1979
 QP1771_MARK LOGO: MNDT  
 QP1771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1771
 QP1771  HISTORY     - Date     Condition        Report By
 QP1771  HISTORY     - 1979     MONUMENTED       MNDT
 QP1771
 QP1771                          STATION DESCRIPTION
 QP1771
 QP1771'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1771'0.95 MI SE FROM LOWRY.
 QP1771'THE MARK IS LOCATED 0.95 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1771'ITS JUNCTION WITH TRUNK HIGHWAY 114 IN LOWRY NEAR TRUNK HIGHWAY 55
 QP1771'MILE POINT 62.75 IN THE NW 1/4 OF SECTION 30, T126N, R38W.  THE MARK
 QP1771'IS 79.5 FEET NORTH OF AND ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF
 QP1771'TRUNK HIGHWAY 55, 52 FEET EAST OF THE CENTER OF A FIELD ENTRANCE TO
 QP1771'THE NORTH, 51.4 FEET NORTHEAST OF THE EAST END OF AN 18 INCH METAL
 QP1771'CULVERT UNDER THE FIELD ENTRANCE, 43.7 FEET SOUTH OF THE SOUTH RAIL
 QP1771'OF THE SOO LINE RAILROAD, 14 FEET NORTHWEST OF A TRIPLE 30 INC
 QP1771'COTTONWOOD AND 0.8 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 QP1771'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---6107 J 1979---, IS
 QP1771'CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG
 QP1771'COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1772 ***********************************************************************
 QP1772  DESIGNATION -  6107 K
 QP1772  PID         -  QP1772
 QP1772  STATE/COUNTY-  MN/POPE
 QP1772  USGS QUAD   -  LOWRY (1968)
 QP1772
 QP1772                         *CURRENT SURVEY CONTROL
 QP1772  ___________________________________________________________________
 QP1772* NAD 83(1986)-  45 42 17.     (N)    095 31 07.     (W)     SCALED    
 QP1772* NAVD 88     -       417.757  (meters)    1370.59   (feet)  ADJUSTED  
 QP1772  ___________________________________________________________________
 QP1772  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 QP1772  DYNAMIC HT  -         417.749 (meters)    1370.56  (feet)  COMP
 QP1772  MODELED GRAV-     980,582.7   (mgal)                       NAVD 88
 QP1772
 QP1772  VERT ORDER  -  SECOND    CLASS I
 QP1772
 QP1772.The horizontal coordinates were scaled from a topographic map and have
 QP1772.an estimated accuracy of +/- 6 seconds.
 QP1772
 QP1772.The orthometric height was determined by differential leveling
 QP1772.and adjusted by the National Geodetic Survey in June 1995..
 QP1772
 QP1772.The geoid height was determined by GEOID03.
 QP1772
 QP1772.The dynamic height is computed by dividing the NAVD 88
 QP1772.geopotential number by the normal gravity value computed on the
 QP1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1772.degrees latitude (g = 980.6199 gals.).
 QP1772
 QP1772.The modeled gravity was interpolated from observed gravity values.
 QP1772
 QP1772;                    North         East    Units  Estimated Accuracy
 QP1772;SPC MN C     -   179,120.      701,210.      MT  (+/- 180 meters Scaled)
 QP1772
 QP1772                          SUPERSEDED SURVEY CONTROL
 QP1772
 QP1772.No superseded survey control is available for this station.
 QP1772
 QP1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL039643(NAD 83)
 QP1772_MARKER: DB = BENCH MARK DISK
 QP1772_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QP1772+WITH SETTING: PAVEMENT
 QP1772_SP_SET: CONCRETE BASE AT WATER TANK
 QP1772_STAMPING: 6107 K 1979
 QP1772_MARK LOGO: MNDT  
 QP1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1772+STABILITY: SURFACE MOTION
 QP1772
 QP1772  HISTORY     - Date     Condition        Report By
 QP1772  HISTORY     - 1979     MONUMENTED       MNDT
 QP1772
 QP1772                          STATION DESCRIPTION
 QP1772
 QP1772'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1772'IN LOWRY.
 QP1772'THE MARK IS LOCATED 0.15 MILE SOUTH ALONG TRUNK HIGHWAY 114 FROM ITS
 QP1772'JUNCTION WITH TRUNK HIGHWAY 55 IN LOWRY NEAR TRUNK HIGHWAY 114 MILE
 QP1772'POINT 6.5 IN THE CONCRETE BASE OF THE STANDPIPE OF THE LOWRY WATER
 QP1772'TANK NEAR TRUNK HIGHWAY 114 MILE POINT 6.5 IN THE SE 1/4 OF SECTION
 QP1772'24, T126N, R39W.  THE MARK IS 220 FEET EAST OF THE CENTERLINE OF
 QP1772'TRUNK HIGHWAY 114, 56 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 QP1772'STREET, 46.3 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A 2-STORY
 QP1772'BRICK BUILDING AND 29 FEET EAST OF THE CENTER OF AN ALLEY.  THE MARK,
 QP1772'A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---6107 K 1979---,
 QP1772'IS CEMENTED INTO THE CONCRETE BASE OF THE STANDPIPE AND IS LEVEL WITH
 QP1772'THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1773 ***********************************************************************
 QP1773  DESIGNATION -  6107 L
 QP1773  PID         -  QP1773
 QP1773  STATE/COUNTY-  MN/POPE
 QP1773  USGS QUAD   -  LOWRY (1968)
 QP1773
 QP1773                         *CURRENT SURVEY CONTROL
 QP1773  ___________________________________________________________________
 QP1773* NAD 83(1986)-  45 42 26.     (N)    095 31 04.     (W)     SCALED    
 QP1773* NAVD 88     -       416.651  (meters)    1366.96   (feet)  ADJUSTED  
 QP1773  ___________________________________________________________________
 QP1773  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 QP1773  DYNAMIC HT  -         416.643 (meters)    1366.94  (feet)  COMP
 QP1773  MODELED GRAV-     980,582.8   (mgal)                       NAVD 88
 QP1773
 QP1773  VERT ORDER  -  SECOND    CLASS I
 QP1773
 QP1773.The horizontal coordinates were scaled from a topographic map and have
 QP1773.an estimated accuracy of +/- 6 seconds.
 QP1773
 QP1773.The orthometric height was determined by differential leveling
 QP1773.and adjusted by the National Geodetic Survey in June 1995..
 QP1773
 QP1773.The geoid height was determined by GEOID03.
 QP1773
 QP1773.The dynamic height is computed by dividing the NAVD 88
 QP1773.geopotential number by the normal gravity value computed on the
 QP1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1773.degrees latitude (g = 980.6199 gals.).
 QP1773
 QP1773.The modeled gravity was interpolated from observed gravity values.
 QP1773
 QP1773;                    North         East    Units  Estimated Accuracy
 QP1773;SPC MN C     -   179,400.      701,280.      MT  (+/- 180 meters Scaled)
 QP1773
 QP1773                          SUPERSEDED SURVEY CONTROL
 QP1773
 QP1773.No superseded survey control is available for this station.
 QP1773
 QP1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL040646(NAD 83)
 QP1773_MARKER: DB = BENCH MARK DISK
 QP1773_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1773_SP_SET: COPPER-CLAD STEEL ROD
 QP1773_STAMPING: 6107 L 1979
 QP1773_MARK LOGO: MNDT  
 QP1773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1773
 QP1773  HISTORY     - Date     Condition        Report By
 QP1773  HISTORY     - 1979     MONUMENTED       MNDT
 QP1773
 QP1773                          STATION DESCRIPTION
 QP1773
 QP1773'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1773'IN LOWRY.
 QP1773'THE MARK IS LOCATED 0.1 MILE EAST OF THE JUNCTION OF TRUNK HIGHWAYS
 QP1773'55 AND 114 AT LOWRY NEAR TRUNK HIGHWAY 55 MILE POINT 61.9 IN THE SE
 QP1773'1/4 OF SECTION 24, T126N, R39W.  THE MARK IS 184 FEET WEST-SOUTHWEST
 QP1773'OF THE SOUTHWEST CORNER OF THE FARMER UNION GRAIN ELEVATOR BUILDING,
 QP1773'118 FEET NORTHEAST OF A 60 INCH COTTONWOOD TREE, 36.5 FEET NORTH OF
 QP1773'AND 2 FEET LOWER THAN THE NORTH RAIL OF THE MAIN LINE OF THE SOO LINE
 QP1773'RAILROAD, 14.5 FEET SOUTH OF THE SOUTH RAIL OF THE SPUR TRACK TO THE
 QP1773'GRAIN ELEVATOR, 1.3 FEET SOUTH OF A TELEGRAPH POLE AND 0.7 FOOT SOUTH
 QP1773'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QP1773'MARK DISK STAMPED---6107 L 1979---, IS CRIMPED TO THE TOP OF A 5/8
 QP1773'INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2
 QP1773'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1776 ***********************************************************************
 QP1776  DESIGNATION -  6107 M
 QP1776  PID         -  QP1776
 QP1776  STATE/COUNTY-  MN/POPE
 QP1776  USGS QUAD   -  LOWRY (1968)
 QP1776
 QP1776                         *CURRENT SURVEY CONTROL
 QP1776  ___________________________________________________________________
 QP1776* NAD 83(1986)-  45 43 10.     (N)    095 32 36.     (W)     SCALED    
 QP1776* NAVD 88     -       396.722  (meters)    1301.58   (feet)  ADJUSTED  
 QP1776  ___________________________________________________________________
 QP1776  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 QP1776  DYNAMIC HT  -         396.714 (meters)    1301.55  (feet)  COMP
 QP1776  MODELED GRAV-     980,583.4   (mgal)                       NAVD 88
 QP1776
 QP1776  VERT ORDER  -  SECOND    CLASS I
 QP1776
 QP1776.The horizontal coordinates were scaled from a topographic map and have
 QP1776.an estimated accuracy of +/- 6 seconds.
 QP1776
 QP1776.The orthometric height was determined by differential leveling
 QP1776.and adjusted by the National Geodetic Survey in June 1995..
 QP1776
 QP1776.The geoid height was determined by GEOID03.
 QP1776
 QP1776.The dynamic height is computed by dividing the NAVD 88
 QP1776.geopotential number by the normal gravity value computed on the
 QP1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1776.degrees latitude (g = 980.6199 gals.).
 QP1776
 QP1776.The modeled gravity was interpolated from observed gravity values.
 QP1776
 QP1776;                    North         East    Units  Estimated Accuracy
 QP1776;SPC MN C     -   180,790.      699,320.      MT  (+/- 180 meters Scaled)
 QP1776
 QP1776                          SUPERSEDED SURVEY CONTROL
 QP1776
 QP1776.No superseded survey control is available for this station.
 QP1776
 QP1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL020660(NAD 83)
 QP1776_MARKER: DB = BENCH MARK DISK
 QP1776_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QP1776_SP_SET: HEADWALL OF BOX CULVERT
 QP1776_STAMPING: 6107 M 1979
 QP1776_MARK LOGO: MNDT  
 QP1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1776+STABILITY: SURFACE MOTION
 QP1776
 QP1776  HISTORY     - Date     Condition        Report By
 QP1776  HISTORY     - 1979     MONUMENTED       MNDT
 QP1776
 QP1776                          STATION DESCRIPTION
 QP1776
 QP1776'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1776'1.45 MI NW FROM LOWRY.
 QP1776'THE MARK IS LOCATED 1.45 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1776'ITS JUNCTION WITH TRUNK HIGHWAY 114 IN LOWRY NEAR TRUNK HIGHWAY 55
 QP1776'MILE POINT 60.35 IN THE SW 1/4 OF SECTION 14, T126N, R39W.  THE MARK
 QP1776'IS 31 FEET SOUTHWEST OF AND ABOUT 8 FEET LOWER THAN THE CENTERLINE OF
 QP1776'TRUNK HIGHWAY 55 IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A
 QP1776'10 FOOT WIDE BY 6 FOOT DEEP CONCRETE BOX CULVERT AT THE LITTLE
 QP1776'CHIPPEWA RIVER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QP1776'STAMPED---6107 M 1979---, IS SET IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1777 ***********************************************************************
 QP1777  DESIGNATION -  6107 N
 QP1777  PID         -  QP1777
 QP1777  STATE/COUNTY-  MN/POPE
 QP1777  USGS QUAD   -  LOWRY (1968)
 QP1777
 QP1777                         *CURRENT SURVEY CONTROL
 QP1777  ___________________________________________________________________
 QP1777* NAD 83(1986)-  45 43 19.     (N)    095 32 54.     (W)     SCALED    
 QP1777* NAVD 88     -       402.161  (meters)    1319.42   (feet)  ADJUSTED  
 QP1777  ___________________________________________________________________
 QP1777  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 QP1777  DYNAMIC HT  -         402.153 (meters)    1319.40  (feet)  COMP
 QP1777  MODELED GRAV-     980,583.5   (mgal)                       NAVD 88
 QP1777
 QP1777  VERT ORDER  -  SECOND    CLASS I
 QP1777
 QP1777.The horizontal coordinates were scaled from a topographic map and have
 QP1777.an estimated accuracy of +/- 6 seconds.
 QP1777
 QP1777.The orthometric height was determined by differential leveling
 QP1777.and adjusted by the National Geodetic Survey in June 1995..
 QP1777
 QP1777.The geoid height was determined by GEOID03.
 QP1777
 QP1777.The dynamic height is computed by dividing the NAVD 88
 QP1777.geopotential number by the normal gravity value computed on the
 QP1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1777.degrees latitude (g = 980.6199 gals.).
 QP1777
 QP1777.The modeled gravity was interpolated from observed gravity values.
 QP1777
 QP1777;                    North         East    Units  Estimated Accuracy
 QP1777;SPC MN C     -   181,070.      698,930.      MT  (+/- 180 meters Scaled)
 QP1777
 QP1777                          SUPERSEDED SURVEY CONTROL
 QP1777
 QP1777.No superseded survey control is available for this station.
 QP1777
 QP1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL016663(NAD 83)
 QP1777_MARKER: DB = BENCH MARK DISK
 QP1777_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QP1777_SP_SET: HEADWALL OF BOX CULVERT
 QP1777_STAMPING: 6107 N 1979
 QP1777_MARK LOGO: MNDT  
 QP1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1777+STABILITY: SURFACE MOTION
 QP1777
 QP1777  HISTORY     - Date     Condition        Report By
 QP1777  HISTORY     - 1979     MONUMENTED       MNDT
 QP1777
 QP1777                          STATION DESCRIPTION
 QP1777
 QP1777'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1777'1.7 MI NW FROM LOWRY.
 QP1777'THE MARK IS LOCATED 1.7 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1777'ITS JUNCTION WITH TRUNK HIGHWAY 114 IN LOWRY NEAR TRUNK HIGHWAY 55
 QP1777'MILE POINT 60.1 IN THE SW 1/4 OF SECTION 14, T126N, R39W.  THE MARK
 QP1777'IS 21.4 FEET SOUTHWEST OF AND ABOUT 3 FEET LOWER THAN THE CENTERLINE
 QP1777'OF TRUNK HIGHWAY 55 IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF
 QP1777'A 5 FOOT WIDE BY 7 FOOT DEEP CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY
 QP1777'55 AT A SMALL RAVINE.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QP1777'MARK DISK STAMPED---6107 N 1979---, IS SET IN A DRILL HOLE IN THE
 QP1777'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1778 ***********************************************************************
 QP1778  DESIGNATION -  6107 P
 QP1778  PID         -  QP1778
 QP1778  STATE/COUNTY-  MN/POPE
 QP1778  USGS QUAD   -  LOWRY (1968)
 QP1778
 QP1778                         *CURRENT SURVEY CONTROL
 QP1778  ___________________________________________________________________
 QP1778* NAD 83(1986)-  45 43 45.     (N)    095 33 43.     (W)     SCALED    
 QP1778* NAVD 88     -       412.260  (meters)    1352.56   (feet)  ADJUSTED  
 QP1778  ___________________________________________________________________
 QP1778  GEOID HEIGHT-         -25.93  (meters)                     GEOID03
 QP1778  DYNAMIC HT  -         412.252 (meters)    1352.53  (feet)  COMP
 QP1778  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 QP1778
 QP1778  VERT ORDER  -  SECOND    CLASS I
 QP1778
 QP1778.The horizontal coordinates were scaled from a topographic map and have
 QP1778.an estimated accuracy of +/- 6 seconds.
 QP1778
 QP1778.The orthometric height was determined by differential leveling
 QP1778.and adjusted by the National Geodetic Survey in June 1995..
 QP1778
 QP1778.The geoid height was determined by GEOID03.
 QP1778
 QP1778.The dynamic height is computed by dividing the NAVD 88
 QP1778.geopotential number by the normal gravity value computed on the
 QP1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1778.degrees latitude (g = 980.6199 gals.).
 QP1778
 QP1778.The modeled gravity was interpolated from observed gravity values.
 QP1778
 QP1778;                    North         East    Units  Estimated Accuracy
 QP1778;SPC MN C     -   181,890.      697,890.      MT  (+/- 180 meters Scaled)
 QP1778
 QP1778                          SUPERSEDED SURVEY CONTROL
 QP1778
 QP1778.No superseded survey control is available for this station.
 QP1778
 QP1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL006671(NAD 83)
 QP1778_MARKER: DB = BENCH MARK DISK
 QP1778_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1778_SP_SET: COPPER-CLAD STEEL ROD
 QP1778_STAMPING: 6107 P 1979
 QP1778_MARK LOGO: MNDT  
 QP1778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1778
 QP1778  HISTORY     - Date     Condition        Report By
 QP1778  HISTORY     - 1979     MONUMENTED       MNDT
 QP1778
 QP1778                          STATION DESCRIPTION
 QP1778
 QP1778'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1778'2.5 MI NW FROM LOWRY.
 QP1778'THE MARK IS LOCATED 2.5 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1778'ITS JUNCTION WITH TRUNK HIGHWAY 114 IN LOWRY NEAR TRUNK HIGHWAY 55
 QP1778'MILE POINT 59.25 IN THE NW 1/4 OF SECTION 15, T126N, R39W.  THE MARK
 QP1778'IS 76.4 FEET SOUTH-SOUTHWEST OF A TELEGRAPH POLE, 71.5 FEET NORTH OF
 QP1778'AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 55, 35.6 FEET
 QP1778'SOUTH OF THE SOUTH RAIL OF THE SOO LINE RAILROAD, 1.3 FEET EAST OF A
 QP1778'STEEL FENCE POST DRIVEN IN THE GROUND AND 0.8 FOOT SOUTH OF A STEEL
 QP1778'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QP1778'STAMPED---6107 P 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 QP1778'DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES
 QP1778'ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1781 ***********************************************************************
 QP1781  DESIGNATION -  6107 Q
 QP1781  PID         -  QP1781
 QP1781  STATE/COUNTY-  MN/POPE
 QP1781  USGS QUAD   -  LOWRY (1968)
 QP1781
 QP1781                         *CURRENT SURVEY CONTROL
 QP1781  ___________________________________________________________________
 QP1781* NAD 83(1986)-  45 44 10.     (N)    095 34 47.     (W)     SCALED    
 QP1781* NAVD 88     -       407.619  (meters)    1337.33   (feet)  ADJUSTED  
 QP1781  ___________________________________________________________________
 QP1781  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 QP1781  DYNAMIC HT  -         407.611 (meters)    1337.30  (feet)  COMP
 QP1781  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 QP1781
 QP1781  VERT ORDER  -  SECOND    CLASS I
 QP1781
 QP1781.The horizontal coordinates were scaled from a topographic map and have
 QP1781.an estimated accuracy of +/- 6 seconds.
 QP1781
 QP1781.The orthometric height was determined by differential leveling
 QP1781.and adjusted by the National Geodetic Survey in June 1995..
 QP1781
 QP1781.The geoid height was determined by GEOID03.
 QP1781
 QP1781.The dynamic height is computed by dividing the NAVD 88
 QP1781.geopotential number by the normal gravity value computed on the
 QP1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1781.degrees latitude (g = 980.6199 gals.).
 QP1781
 QP1781.The modeled gravity was interpolated from observed gravity values.
 QP1781
 QP1781;                    North         East    Units  Estimated Accuracy
 QP1781;SPC MN C     -   182,690.      696,510.      MT  (+/- 180 meters Scaled)
 QP1781
 QP1781                          SUPERSEDED SURVEY CONTROL
 QP1781
 QP1781.No superseded survey control is available for this station.
 QP1781
 QP1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL993679(NAD 83)
 QP1781_MARKER: DB = BENCH MARK DISK
 QP1781_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1781_SP_SET: COPPER-CLAD STEEL ROD
 QP1781_STAMPING: 6107 Q 1979
 QP1781_MARK LOGO: MNDT  
 QP1781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1781
 QP1781  HISTORY     - Date     Condition        Report By
 QP1781  HISTORY     - 1979     MONUMENTED       MNDT
 QP1781
 QP1781                          STATION DESCRIPTION
 QP1781
 QP1781'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1781'2.1 MI SE FROM FARWELL.
 QP1781'THE MARK IS LOCATED 2.1 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1781'ITS JUNCTION WITH COUNTY ROAD 11 IN FARWELL NEAR TRUNK HIGHWAY 55
 QP1781'MILE POINT 58.3 IN THE SE 1/4 OF SECTION 9, T126N, R39W.  THE MARK IS
 QP1781'86 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 55, 85.5 FEET
 QP1781'WEST OF RAILROAD MILE POINT 133 ON A TELEGRAPH POLE, 52.4 FEET
 QP1781'NORTHEAST OF THE SOUTHEAST END OF AN 18 INCH METAL CULVERT UNDER AN
 QP1781'ENTRANCE, 37 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE SOUTHWEST
 QP1781'RAIL OF THE SOO LINE RAILROAD AND 1 FOOT SOUTHWEST OF A STEEL WITNESS
 QP1781'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QP1781'STAMPED---6107 Q 1979---, IS CRIMPED TO THE TOP OF A 5/8 INCH
 QP1781'DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE
 QP1781'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1782 ***********************************************************************
 QP1782  DESIGNATION -  6107 R
 QP1782  PID         -  QP1782
 QP1782  STATE/COUNTY-  MN/POPE
 QP1782  USGS QUAD   -  LOWRY (1968)
 QP1782
 QP1782                         *CURRENT SURVEY CONTROL
 QP1782  ___________________________________________________________________
 QP1782* NAD 83(1986)-  45 44 27.     (N)    095 35 11.     (W)     SCALED    
 QP1782* NAVD 88     -       406.714  (meters)    1334.36   (feet)  ADJUSTED  
 QP1782  ___________________________________________________________________
 QP1782  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 QP1782  DYNAMIC HT  -         406.706 (meters)    1334.33  (feet)  COMP
 QP1782  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 QP1782
 QP1782  VERT ORDER  -  SECOND    CLASS I
 QP1782
 QP1782.The horizontal coordinates were scaled from a topographic map and have
 QP1782.an estimated accuracy of +/- 6 seconds.
 QP1782
 QP1782.The orthometric height was determined by differential leveling
 QP1782.and adjusted by the National Geodetic Survey in June 1995..
 QP1782
 QP1782.The geoid height was determined by GEOID03.
 QP1782
 QP1782.The dynamic height is computed by dividing the NAVD 88
 QP1782.geopotential number by the normal gravity value computed on the
 QP1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1782.degrees latitude (g = 980.6199 gals.).
 QP1782
 QP1782.The modeled gravity was interpolated from observed gravity values.
 QP1782
 QP1782;                    North         East    Units  Estimated Accuracy
 QP1782;SPC MN C     -   183,220.      696,000.      MT  (+/- 180 meters Scaled)
 QP1782
 QP1782                          SUPERSEDED SURVEY CONTROL
 QP1782
 QP1782.No superseded survey control is available for this station.
 QP1782
 QP1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL987685(NAD 83)
 QP1782_MARKER: DB = BENCH MARK DISK
 QP1782_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1782_SP_SET: COPPER-CLAD STEEL ROD
 QP1782_STAMPING: 6107 R 1979
 QP1782_MARK LOGO: MNDT  
 QP1782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1782
 QP1782  HISTORY     - Date     Condition        Report By
 QP1782  HISTORY     - 1979     MONUMENTED       MNDT
 QP1782
 QP1782                          STATION DESCRIPTION
 QP1782
 QP1782'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1782'1.6 MI SE FROM FARWELL.
 QP1782'THE MARK IS LOCATED 1.6 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1782'ITS JUNCTION WITH COUNTY ROAD 11 IN FARWELL AND NEAR TRUNK HIGHWAY 55
 QP1782'MILE POINT 57.8 IN THE NW 1/4 OF SECTION 9, T126N, R39W.  THE MARK IS
 QP1782'19 FEET EAST OF THE CENTER OF THE DRIVEWAY TO THE T. LEONERD FARM,
 QP1782'18.2 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE NORTHEAST RAIL OF THE
 QP1782'SOO LINE RAILROAD, 145 FEET NORTHEAST OF THE CENTERLINE OF TRUNK
 QP1782'HIGHWAY 55, 1.5 FEET SOUTHWEST OF A TELEGRAPH POLE AND 0.8 FOOT
 QP1782'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1782'VERTICAL CONTROL MARK DISK STAMPED---6107 R 1979---, IS CRIMPED TO
 QP1782'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT COPPER-CLAD STEEL
 QP1782'ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1783 ***********************************************************************
 QP1783  DESIGNATION -  6107 S
 QP1783  PID         -  QP1783
 QP1783  STATE/COUNTY-  MN/POPE
 QP1783  USGS QUAD   -  LOWRY (1968)
 QP1783
 QP1783                         *CURRENT SURVEY CONTROL
 QP1783  ___________________________________________________________________
 QP1783* NAD 83(1986)-  45 44 42.     (N)    095 35 50.     (W)     SCALED    
 QP1783* NAVD 88     -       405.620  (meters)    1330.77   (feet)  ADJUSTED  
 QP1783  ___________________________________________________________________
 QP1783  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 QP1783  DYNAMIC HT  -         405.613 (meters)    1330.75  (feet)  COMP
 QP1783  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 QP1783
 QP1783  VERT ORDER  -  SECOND    CLASS I
 QP1783
 QP1783.The horizontal coordinates were scaled from a topographic map and have
 QP1783.an estimated accuracy of +/- 6 seconds.
 QP1783
 QP1783.The orthometric height was determined by differential leveling
 QP1783.and adjusted by the National Geodetic Survey in June 1995..
 QP1783
 QP1783.The geoid height was determined by GEOID03.
 QP1783
 QP1783.The dynamic height is computed by dividing the NAVD 88
 QP1783.geopotential number by the normal gravity value computed on the
 QP1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1783.degrees latitude (g = 980.6199 gals.).
 QP1783
 QP1783.The modeled gravity was interpolated from observed gravity values.
 QP1783
 QP1783;                    North         East    Units  Estimated Accuracy
 QP1783;SPC MN C     -   183,700.      695,170.      MT  (+/- 180 meters Scaled)
 QP1783
 QP1783                          SUPERSEDED SURVEY CONTROL
 QP1783
 QP1783.No superseded survey control is available for this station.
 QP1783
 QP1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL979689(NAD 83)
 QP1783_MARKER: DB = BENCH MARK DISK
 QP1783_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1783_SP_SET: COPPER-CLAD STEEL ROD
 QP1783_STAMPING: 6107 S 1979
 QP1783_MARK LOGO: MNDT  
 QP1783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1783
 QP1783  HISTORY     - Date     Condition        Report By
 QP1783  HISTORY     - 1979     MONUMENTED       MNDT
 QP1783
 QP1783                          STATION DESCRIPTION
 QP1783
 QP1783'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1783'1 MI SE FROM FARWELL.
 QP1783'THE MARK IS LOCATED 1 MILE SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM ITS
 QP1783'JUNCTION WITH COUNTY ROAD 11 IN FARWELL AND NEAR TRUNK HIGHWAY 55
 QP1783'MILE POINT 57.2 IN THE NE 1/4 OF SECTION 8, T126N, R39W.  THE MARK IS
 QP1783'125.6 FEET NORTHEAST OF AND ABOUT 5 FEET HIGHER THAN THE CENTERLINE
 QP1783'OF TRUNK HIGHWAY 55, 91.8 FEET EAST OF A RIGHT-OF-WAY SIGN POST, 72.6
 QP1783'FEET SOUTHWEST OF TELEGRAPH POLE NUMBER 45 WHICH IS THE FIRST POLE
 QP1783'EAST OF RAILROAD MILE POST 134, 48.2 FEET SOUTHWEST OF AND ABOUT 3
 QP1783'FEET LOWER THAN THE SOUTHWEST RAIL OF THE SOO LINE RAILROAD, 2.8 FEET
 QP1783'SOUTHEAST OF A POWER POLE ON AN EAST-WEST LINE AND 0.8 FOOT SOUTHWEST
 QP1783'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QP1783'MARK DISK STAMPED---6107 S 1979---, IS CRIMPED TO THE TOP OF A DRIVEN
 QP1783'5/8 INCH DIAMETER BY 32 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS
 QP1783'2 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1784 ***********************************************************************
 QP1784  DESIGNATION -  6107 T
 QP1784  PID         -  QP1784
 QP1784  STATE/COUNTY-  MN/POPE
 QP1784  USGS QUAD   -  LOWRY (1968)
 QP1784
 QP1784                         *CURRENT SURVEY CONTROL
 QP1784  ___________________________________________________________________
 QP1784* NAD 83(1986)-  45 44 55.     (N)    095 36 47.     (W)     SCALED    
 QP1784* NAVD 88     -       407.160  (meters)    1335.82   (feet)  ADJUSTED  
 QP1784  ___________________________________________________________________
 QP1784  GEOID HEIGHT-         -25.94  (meters)                     GEOID03
 QP1784  DYNAMIC HT  -         407.152 (meters)    1335.80  (feet)  COMP
 QP1784  MODELED GRAV-     980,584.0   (mgal)                       NAVD 88
 QP1784
 QP1784  VERT ORDER  -  SECOND    CLASS I
 QP1784
 QP1784.The horizontal coordinates were scaled from a topographic map and have
 QP1784.an estimated accuracy of +/- 6 seconds.
 QP1784
 QP1784.The orthometric height was determined by differential leveling
 QP1784.and adjusted by the National Geodetic Survey in June 1995..
 QP1784
 QP1784.The geoid height was determined by GEOID03.
 QP1784
 QP1784.The dynamic height is computed by dividing the NAVD 88
 QP1784.geopotential number by the normal gravity value computed on the
 QP1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1784.degrees latitude (g = 980.6199 gals.).
 QP1784
 QP1784.The modeled gravity was interpolated from observed gravity values.
 QP1784
 QP1784;                    North         East    Units  Estimated Accuracy
 QP1784;SPC MN C     -   184,120.      693,940.      MT  (+/- 180 meters Scaled)
 QP1784
 QP1784                          SUPERSEDED SURVEY CONTROL
 QP1784
 QP1784.No superseded survey control is available for this station.
 QP1784
 QP1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL967694(NAD 83)
 QP1784_MARKER: DB = BENCH MARK DISK
 QP1784_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1784_SP_SET: COPPER-CLAD STEEL ROD
 QP1784_STAMPING: 6107 T 1979
 QP1784_MARK LOGO: MNDT  
 QP1784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1784
 QP1784  HISTORY     - Date     Condition        Report By
 QP1784  HISTORY     - 1979     MONUMENTED       MNDT
 QP1784
 QP1784                          STATION DESCRIPTION
 QP1784
 QP1784'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1784'0.2 MI SE FROM FARWELL.
 QP1784'THE MARK IS LOCATED 0.2 MILE SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1784'ITS JUNCTION WITH COUNTY ROAD 11 IN FARWELL AND NEAR TRUNK HIGHWAY 55
 QP1784'MILE POINT 56.35 IN THE SW 1/4 OF SECTION 5, T126N, R39W.  THE MARK
 QP1784'IS 300 FEET SOUTH OF TRUNK HIGHWAY 55, 49.4 FEET EAST OF AND ABOUT
 QP1784'LEVEL WITH THE CENTERLINE OF COUNTY ROAD 28, 15.9 FEET NORTHEAST OF
 QP1784'THE NORTH END OF A 24 INCH CONCRETE CULVERT UNDER AN ENTRANCE TO THE
 QP1784'EAST, 1.7 FEET NORTHWEST OF A POWER POLE ON A NORTH-SOUTH LINE AND
 QP1784'0.8 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1784'VERTICAL CONTROL MARK DISK STAMPED---6107 T 1979---, IS CRIMPED TO
 QP1784'THE TOP OF A 5/8 INCH DIAMETER BY 15 FOOT LONG COPPER-CLAD STEEL ROD
 QP1784'DRIVEN TO REFUSAL THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1787 ***********************************************************************
 QP1787  DESIGNATION -  6107 U
 QP1787  PID         -  QP1787
 QP1787  STATE/COUNTY-  MN/POPE
 QP1787  USGS QUAD   -  KENSINGTON (1966)
 QP1787
 QP1787                         *CURRENT SURVEY CONTROL
 QP1787  ___________________________________________________________________
 QP1787* NAD 83(1986)-  45 45 13.     (N)    095 37 45.     (W)     SCALED    
 QP1787* NAVD 88     -       407.556  (meters)    1337.12   (feet)  ADJUSTED  
 QP1787  ___________________________________________________________________
 QP1787  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 QP1787  DYNAMIC HT  -         407.549 (meters)    1337.10  (feet)  COMP
 QP1787  MODELED GRAV-     980,584.3   (mgal)                       NAVD 88
 QP1787
 QP1787  VERT ORDER  -  SECOND    CLASS I
 QP1787
 QP1787.The horizontal coordinates were scaled from a topographic map and have
 QP1787.an estimated accuracy of +/- 6 seconds.
 QP1787
 QP1787.The orthometric height was determined by differential leveling
 QP1787.and adjusted by the National Geodetic Survey in June 1995..
 QP1787
 QP1787.The geoid height was determined by GEOID03.
 QP1787
 QP1787.The dynamic height is computed by dividing the NAVD 88
 QP1787.geopotential number by the normal gravity value computed on the
 QP1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1787.degrees latitude (g = 980.6199 gals.).
 QP1787
 QP1787.The modeled gravity was interpolated from observed gravity values.
 QP1787
 QP1787;                    North         East    Units  Estimated Accuracy
 QP1787;SPC MN C     -   184,700.      692,700.      MT  (+/- 180 meters Scaled)
 QP1787
 QP1787                          SUPERSEDED SURVEY CONTROL
 QP1787
 QP1787.No superseded survey control is available for this station.
 QP1787
 QP1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL955700(NAD 83)
 QP1787_MARKER: DB = BENCH MARK DISK
 QP1787_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1787_SP_SET: COPPER-CLAD STEEL ROD
 QP1787_STAMPING: 6107 U 1979
 QP1787_MARK LOGO: MNDT  
 QP1787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1787
 QP1787  HISTORY     - Date     Condition        Report By
 QP1787  HISTORY     - 1979     MONUMENTED       MNDT
 QP1787
 QP1787                          STATION DESCRIPTION
 QP1787
 QP1787'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1787'0.6 MI NW FROM FARWELL.
 QP1787'THE MARK IS LOCATED 0.6 MILE NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1787'ITS JUNCTION WITH COUNTY ROAD 11 IN FARWELL NEAR TRUNK HIGHWAY 55
 QP1787'MILE POINT 55.55 IN THE NW 1/4 OF SECTION 6, T126N, R39W.  THE MARK
 QP1787'IS 69.9 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK
 QP1787'HIGHWAY 55, 75.2 FEET WEST OF A RIGHT-OF-WAY SIGN POST, 53.3 SOUTH OF
 QP1787'AND ABOUT LEVEL WITH THE SOUTH RAIL OF THE SOO LINE RAILROAD, 56.4
 QP1787'FEET WEST OF A BURIED CABLE WARNING POST NUMBERED 37, 25 FEET WEST OF
 QP1787'THE CENTER OF A DRIVEWAY TO A FARM TO THE NORTH AND 0.9 FOOT SOUTH OF
 QP1787'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QP1787'MARK DISK STAMPED---6107 U 1979---, IS CRIMPED TO THE TOP OF A DRIVEN
 QP1787'5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS
 QP1787'2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1759 ***********************************************************************
 QP1759  DESIGNATION -  6108 A
 QP1759  PID         -  QP1759
 QP1759  STATE/COUNTY-  MN/POPE
 QP1759  USGS QUAD   -  GLENWOOD (1968)
 QP1759
 QP1759                         *CURRENT SURVEY CONTROL
 QP1759  ___________________________________________________________________
 QP1759* NAD 83(1986)-  45 39 43.     (N)    095 22 50.     (W)     SCALED    
 QP1759* NAVD 88     -       430.724  (meters)    1413.13   (feet)  ADJUSTED  
 QP1759  ___________________________________________________________________
 QP1759  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 QP1759  DYNAMIC HT  -         430.713 (meters)    1413.10  (feet)  COMP
 QP1759  MODELED GRAV-     980,575.7   (mgal)                       NAVD 88
 QP1759
 QP1759  VERT ORDER  -  SECOND    CLASS I
 QP1759
 QP1759.The horizontal coordinates were scaled from a topographic map and have
 QP1759.an estimated accuracy of +/- 6 seconds.
 QP1759
 QP1759.The orthometric height was determined by differential leveling
 QP1759.and adjusted by the National Geodetic Survey in June 1995..
 QP1759
 QP1759.The geoid height was determined by GEOID03.
 QP1759
 QP1759.The dynamic height is computed by dividing the NAVD 88
 QP1759.geopotential number by the normal gravity value computed on the
 QP1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1759.degrees latitude (g = 980.6199 gals.).
 QP1759
 QP1759.The modeled gravity was interpolated from observed gravity values.
 QP1759
 QP1759;                    North         East    Units  Estimated Accuracy
 QP1759;SPC MN C     -   174,200.      711,900.      MT  (+/- 180 meters Scaled)
 QP1759
 QP1759                          SUPERSEDED SURVEY CONTROL
 QP1759
 QP1759.No superseded survey control is available for this station.
 QP1759
 QP1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL145592(NAD 83)
 QP1759_MARKER: DB = BENCH MARK DISK
 QP1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1759_SP_SET: CONCRETE POST
 QP1759_STAMPING: 6108 A 1972
 QP1759_MARK LOGO: MNHD  
 QP1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1759+STABILITY: SURFACE MOTION
 QP1759
 QP1759  HISTORY     - Date     Condition        Report By
 QP1759  HISTORY     - 1972     MONUMENTED       MNHD
 QP1759  HISTORY     - 1979     GOOD             MNDT
 QP1759
 QP1759                          STATION DESCRIPTION
 QP1759
 QP1759'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1759'IN GLENWOOD.
 QP1759'THE MARK IS LOCATED ABOUT 1.05 MILES NORTHWEST ALONG TRUNK HIGHWAY 55
 QP1759'FROM ITS JUNCTION WITH TRUNK HIGHWAY 28 IN GLENWOOD NEAR TRUNK
 QP1759'HIGHWAY 55 MILE POINT 69.9 IN THE SW 1/4 OF SECTION 6, T125N, R37W.
 QP1759'THE MARK IS 254 FEET SOUTH OF THE CENTER OF THE SOUTH ENTRANCE TO A
 QP1759'REST AREA, 106 FEET WEST OF AND 1 FOOT LOWER THAN THE CENTERLINE OF
 QP1759'TRUNK HIGHWAY 55, 32.8 FEET SOUTHEAST OF A TELEPHONE POLE AND 0.8
 QP1759'FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 QP1759'MARK DISK STAMPED---6108 A 1972---, IS SET IN THE TOP OF A CONCRETE
 QP1759'POST THAT PROJECTS 4 INCHES ABOVE GROUND LEVEL.  STEEL BURIED
 QP1759'ADJACENT TO THE POST MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1758 ***********************************************************************
 QP1758  DESIGNATION -  6108 C
 QP1758  PID         -  QP1758
 QP1758  STATE/COUNTY-  MN/POPE
 QP1758  USGS QUAD   -  VILLARD (1979)
 QP1758
 QP1758                         *CURRENT SURVEY CONTROL
 QP1758  ___________________________________________________________________
 QP1758* NAD 83(1996)-  45 39 14.38794(N)    095 22 23.15882(W)     ADJUSTED  
 QP1758* NAVD 88     -       420.990  (meters)    1381.20   (feet)  ADJUSTED  
 QP1758  ___________________________________________________________________
 QP1758  X           -    -418,217.001 (meters)                     COMP
 QP1758  Y           -  -4,446,555.174 (meters)                     COMP
 QP1758  Z           -   4,538,731.750 (meters)                     COMP
 QP1758  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 QP1758  ELLIP HEIGHT-         394.95  (meters)          (05/31/05) GPS OBS
 QP1758  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 QP1758  DYNAMIC HT  -         420.979 (meters)    1381.16  (feet)  COMP
 QP1758  MODELED GRAV-     980,574.8   (mgal)                       NAVD 88
 QP1758
 QP1758  HORZ ORDER  -  FIRST
 QP1758  VERT ORDER  -  SECOND    CLASS I
 QP1758  ELLP ORDER  -  FOURTH    CLASS I
 QP1758
 QP1758.The horizontal coordinates were established by GPS observations
 QP1758.and adjusted by the MN DEPT OF TRANSP in May 2005..
 QP1758
 QP1758.The orthometric height was determined by differential leveling
 QP1758.and adjusted by the National Geodetic Survey in June 1995..
 QP1758
 QP1758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1758
 QP1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1758
 QP1758.The ellipsoidal height was determined by GPS observations
 QP1758.and is referenced to NAD 83.
 QP1758
 QP1758.The geoid height was determined by GEOID03.
 QP1758
 QP1758.The dynamic height is computed by dividing the NAVD 88
 QP1758.geopotential number by the normal gravity value computed on the
 QP1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1758.degrees latitude (g = 980.6199 gals.).
 QP1758
 QP1758.The modeled gravity was interpolated from observed gravity values.
 QP1758
 QP1758;                    North         East     Units Scale Factor Converg.
 QP1758;SPC MN C     -   173,310.478   712,463.937   MT  0.99999212   -0 48 44.8
 QP1758;UTM  15      - 5,058,344.361   315,104.541   MT  1.00002032   -1 41 51.2
 QP1758
 QP1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1758!SPC MN C     -   0.99993809  x   0.99999212  =   0.99993021
 QP1758!UTM  15      -   0.99993809  x   1.00002032  =   0.99995840
 QP1758
 QP1758                          SUPERSEDED SURVEY CONTROL
 QP1758
 QP1758  NAVD 88 (05/31/05)  420.99   (m)         1381.2    (f) LEVELING    3  
 QP1758
 QP1758.Superseded values are not recommended for survey control.
 QP1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1758.See file dsdata.txt to determine how the superseded data were derived.
 QP1758
 QP1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1510558344(NAD 83)
 QP1758_MARKER: DV = VERTICAL CONTROL DISK
 QP1758_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1758_SP_SET: COPPER-CLAD STEEL ROD
 QP1758_STAMPING: 6108 C 1979
 QP1758_MARK LOGO: MNDT  
 QP1758_PROJECTION: FLUSH
 QP1758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1758+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2004
 QP1758_ROD/PIPE-DEPTH:  7.3 meters
 QP1758
 QP1758  HISTORY     - Date     Condition        Report By
 QP1758  HISTORY     - 1979     MONUMENTED       MNDT
 QP1758  HISTORY     - 20040910 GOOD             MNDT
 QP1758  HISTORY     - 20041123 GOOD             MNDT
 QP1758
 QP1758                          STATION DESCRIPTION
 QP1758
 QP1758'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1758'IN GLENWOOD.
 QP1758'THE MARK IS LOCATED 0.45 MILE NORTH ALONG TRUNK HIGHWAY 55 FROM ITS
 QP1758'JUNCTION WITH TRUNK HIGHWAY 28 IN GLENWOOD NEAR TRUNK HIGHWAY 55 MILE
 QP1758'POINT 70.5 IN THE NE 1/4 OF SECTION 7, T125N, R37W.  THE MARK IS 98.3
 QP1758'FEET NORTHEAST OF AND ABOUT 1 FOOT ABOVE THE CENTERLINE OF TRUNK
 QP1758'HIGHWAY 55, 225 FEET SOUTH-SOUTHEAST OF AN ENTRANCE TO A GRAVEL PIT
 QP1758'1.7 FEET WEST-SOUTHWEST OF A RIGHT-OF-WAY POST AND SIGN AND 1.2 FEET
 QP1758'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1758'VERTICAL CONTROL MARK DISK STAMPED---6108 C 1979---, IS CRIMPED TO
 QP1758'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 QP1758'STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
 QP1758
 QP1758                          STATION RECOVERY (2004)
 QP1758
 QP1758'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 QP1758'IN GLENWOOD, AT TRUNK HIGHWAY 55 MILEPOINT 70.5, 0.45 MILES NORTH ON
 QP1758'TRUNK HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY
 QP1758'28, 225 FEET SOUTH-SOUTHEAST OF GRAVEL PIT ENTRANCE, 98.3 FEET
 QP1758'NORTHEAST OF TRUNK HIGHWAY 55, 20 FEET SOUTHWEST OF GRAVEL FRONTAGE
 QP1758'ROAD, 1.7 FEET WEST-SOUTHWEST OF RIGHT OF WAY POST, 1.2 FEET SOUTHWEST
 QP1758'OF WITNESS POST
 QP1758
 QP1758                          STATION RECOVERY (2004)
 QP1758
 QP1758'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 QP1758'IN GLENWOOD, AT TRUNK HIGHWAY 55 MILEPOINT 70.5, 0.45 MILES NORTH ON
 QP1758'TRUNK HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY
 QP1758'28, 225 FEET SOUTH-SOUTHEAST OF GRAVEL PIT ENTRANCE, 98.3 FEET
 QP1758'NORTHEAST OF TRUNK HIGHWAY 55, 1.7 FEET WEST-SOUTHWEST OF RIGHT OF WAY
 QP1758'POST, 1.2 FEET SOUTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3978 ***********************************************************************
 DH3978  DESIGNATION -  6108 F
 DH3978  PID         -  DH3978
 DH3978  STATE/COUNTY-  MN/POPE
 DH3978  USGS QUAD   -  VILLARD (1979)
 DH3978
 DH3978                         *CURRENT SURVEY CONTROL
 DH3978  ___________________________________________________________________
 DH3978* NAD 83(1996)-  45 38 09.36439(N)    095 21 27.66681(W)     ADJUSTED  
 DH3978* NAVD 88     -       420.69   (meters)    1380.2    (feet)  LEVELING  
 DH3978  ___________________________________________________________________
 DH3978  X           -    -417,154.732 (meters)                     COMP
 DH3978  Y           -  -4,448,096.528 (meters)                     COMP
 DH3978  Z           -   4,537,327.986 (meters)                     COMP
 DH3978  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 DH3978  ELLIP HEIGHT-         394.63  (meters)          (05/31/05) GPS OBS
 DH3978  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 DH3978
 DH3978  HORZ ORDER  -  FIRST
 DH3978  VERT ORDER  -  THIRD ?
 DH3978  ELLP ORDER  -  FOURTH    CLASS I
 DH3978
 DH3978.The horizontal coordinates were established by GPS observations
 DH3978.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3978
 DH3978.The orthometric height was determined by differential leveling.
 DH3978.The vertical network tie was performed by a horz. field party for horz.
 DH3978.obs reductions. Reset procedures were used to establish the elevation.
 DH3978
 DH3978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3978
 DH3978.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3978
 DH3978.The ellipsoidal height was determined by GPS observations
 DH3978.and is referenced to NAD 83.
 DH3978
 DH3978.The geoid height was determined by GEOID03.
 DH3978
 DH3978;                    North         East     Units Scale Factor Converg.
 DH3978;SPC MN C     -   171,286.267   713,637.209   MT  0.99999588   -0 48 04.6
 DH3978;UTM  15      - 5,056,302.222   316,246.438   MT  1.00001514   -1 41 09.6
 DH3978
 DH3978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3978!SPC MN C     -   0.99993814  x   0.99999588  =   0.99993402
 DH3978!UTM  15      -   0.99993814  x   1.00001514  =   0.99995327
 DH3978
 DH3978                          SUPERSEDED SURVEY CONTROL
 DH3978
 DH3978.No superseded survey control is available for this station.
 DH3978
 DH3978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1624656302(NAD 83)
 DH3978_MARKER: DD = SURVEY DISK
 DH3978_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH3978_STAMPING: 6108 F 2004
 DH3978_MARK LOGO: MNDT  
 DH3978_PROJECTION: RECESSED 5 CENTIMETERS
 DH3978_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3978+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH3978_ROD/PIPE-DEPTH: 12.2 meters
 DH3978
 DH3978  HISTORY     - Date     Condition        Report By
 DH3978  HISTORY     - 2004     MONUMENTED       MNDT
 DH3978
 DH3978                          STATION DESCRIPTION
 DH3978
 DH3978'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH3978'1.0 MILES SOUTHEAST OF GLENWOOD, 1.0 MILES SOUTHEAST ALONG TRUNK
 DH3978'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 28 AT
 DH3978'GLENWOOD, AT TRUNK HIGHWAY 55 MILEPOST 71.95, 74.2 FEET SOUTHWEST OF
 DH3978'TRUNK HIGHWAY 55, 11.8 FEET NORTHEAST OF POWER POLE, 8.0 FEET
 DH3978'NORTHWEST OF FENCE CORNER, 5.7 FEET NORTHWEST OF RIGHT OF WAY POST,
 DH3978'2.6 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3979 ***********************************************************************
 DH3979  DESIGNATION -  6108 G
 DH3979  PID         -  DH3979
 DH3979  STATE/COUNTY-  MN/POPE
 DH3979  USGS QUAD   -  VILLARD (1979)
 DH3979
 DH3979                         *CURRENT SURVEY CONTROL
 DH3979  ___________________________________________________________________
 DH3979* NAD 83(1996)-  45 37 30.66411(N)    095 20 39.35470(W)     ADJUSTED  
 DH3979* NAVD 88     -       420.25   (meters)    1378.8    (feet)  LEVELING  
 DH3979  ___________________________________________________________________
 DH3979  X           -    -416,192.398 (meters)                     COMP
 DH3979  Y           -  -4,449,044.243 (meters)                     COMP
 DH3979  Z           -   4,536,492.104 (meters)                     COMP
 DH3979  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 DH3979  ELLIP HEIGHT-         394.18  (meters)          (05/31/05) GPS OBS
 DH3979  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 DH3979
 DH3979  HORZ ORDER  -  FIRST
 DH3979  VERT ORDER  -  THIRD ?
 DH3979  ELLP ORDER  -  FOURTH    CLASS I
 DH3979
 DH3979.The horizontal coordinates were established by GPS observations
 DH3979.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3979
 DH3979.The orthometric height was determined by differential leveling.
 DH3979.The vertical network tie was performed by a horz. field party for horz.
 DH3979.obs reductions. Reset procedures were used to establish the elevation.
 DH3979
 DH3979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3979
 DH3979.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3979
 DH3979.The ellipsoidal height was determined by GPS observations
 DH3979.and is referenced to NAD 83.
 DH3979
 DH3979.The geoid height was determined by GEOID03.
 DH3979
 DH3979;                    North         East     Units Scale Factor Converg.
 DH3979;SPC MN C     -   170,077.033   714,666.954   MT  0.99999817   -0 47 29.7
 DH3979;UTM  15      - 5,055,077.214   317,257.407   MT  1.00001059   -1 40 33.9
 DH3979
 DH3979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3979!SPC MN C     -   0.99993821  x   0.99999817  =   0.99993638
 DH3979!UTM  15      -   0.99993821  x   1.00001059  =   0.99994880
 DH3979
 DH3979                          SUPERSEDED SURVEY CONTROL
 DH3979
 DH3979.No superseded survey control is available for this station.
 DH3979
 DH3979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1725755077(NAD 83)
 DH3979_MARKER: DD = SURVEY DISK
 DH3979_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH3979_STAMPING: 6108 G 2004
 DH3979_MARK LOGO: MNDT  
 DH3979_PROJECTION: PROJECTING 5 CENTIMETERS
 DH3979_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3979+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH3979_ROD/PIPE-DEPTH:  3.0 meters
 DH3979
 DH3979  HISTORY     - Date     Condition        Report By
 DH3979  HISTORY     - 2004     MONUMENTED       MNDT
 DH3979
 DH3979                          STATION DESCRIPTION
 DH3979
 DH3979'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH3979'2.0 MILES SOUTHEAST OF GLENWOOD, 2.0 MILES SOUTHEAST ALONG TRUNK
 DH3979'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 28 AT
 DH3979'GLENWOOD, AT TRUNK HIGHWAY 55 MILEPOST 72.95, 78.7 FEET SOUTHWEST OF
 DH3979'TRUNK HIGHWAY 55, 17.4 FEET SOUTHEAST OF POWER POLE, 2.1 FEET
 DH3979'NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3980 ***********************************************************************
 DH3980  DESIGNATION -  6108 H
 DH3980  PID         -  DH3980
 DH3980  STATE/COUNTY-  MN/POPE
 DH3980  USGS QUAD   -  TERRACE (1977)
 DH3980
 DH3980                         *CURRENT SURVEY CONTROL
 DH3980  ___________________________________________________________________
 DH3980* NAD 83(1996)-  45 35 59.34137(N)    095 18 40.75123(W)     ADJUSTED  
 DH3980* NAVD 88     -       414.27   (meters)    1359.2    (feet)  LEVELING  
 DH3980  ___________________________________________________________________
 DH3980  X           -    -413,820.234 (meters)                     COMP
 DH3980  Y           -  -4,451,284.951 (meters)                     COMP
 DH3980  Z           -   4,534,515.483 (meters)                     COMP
 DH3980  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DH3980  ELLIP HEIGHT-         388.18  (meters)          (05/31/05) GPS OBS
 DH3980  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 DH3980
 DH3980  HORZ ORDER  -  FIRST
 DH3980  VERT ORDER  -  THIRD ?
 DH3980  ELLP ORDER  -  FOURTH    CLASS I
 DH3980
 DH3980.The horizontal coordinates were established by GPS observations
 DH3980.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3980
 DH3980.The orthometric height was determined by differential leveling.
 DH3980.The vertical network tie was performed by a horz. field party for horz.
 DH3980.obs reductions. Reset procedures were used to establish the elevation.
 DH3980
 DH3980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3980
 DH3980.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3980
 DH3980.The ellipsoidal height was determined by GPS observations
 DH3980.and is referenced to NAD 83.
 DH3980
 DH3980.The geoid height was determined by GEOID03.
 DH3980
 DH3980;                    North         East     Units Scale Factor Converg.
 DH3980;SPC MN C     -   167,222.892   717,198.170   MT  1.00000369   -0 46 03.9
 DH3980;UTM  15      - 5,052,184.337   319,744.283   MT  0.99999949   -1 39 06.5
 DH3980
 DH3980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3980!SPC MN C     -   0.99993915  x   1.00000369  =   0.99994284
 DH3980!UTM  15      -   0.99993915  x   0.99999949  =   0.99993864
 DH3980
 DH3980                          SUPERSEDED SURVEY CONTROL
 DH3980
 DH3980.No superseded survey control is available for this station.
 DH3980
 DH3980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1974452184(NAD 83)
 DH3980_MARKER: DD = SURVEY DISK
 DH3980_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH3980_STAMPING: 6108 H 2004
 DH3980_MARK LOGO: MNDT  
 DH3980_PROJECTION: FLUSH
 DH3980_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3980+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH3980_ROD/PIPE-DEPTH: 16.8 meters
 DH3980
 DH3980  HISTORY     - Date     Condition        Report By
 DH3980  HISTORY     - 2004     MONUMENTED       MNDT
 DH3980
 DH3980                          STATION DESCRIPTION
 DH3980
 DH3980'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH3980'4.50 MILES SOUTHEAST OF GLENWOOD, 4.40 MILES SOUTHEAST ALONG TRUNK
 DH3980'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 28 AT
 DH3980'GLENWOOD, AT TRUNK HIGHWAY 55 MILEPOST 75.30, 74.9 FEET SOUTHWEST OF
 DH3980'TRUNK HIGHWAY 55, 21.2 FEET NORTHWEST OF POWER POLE, 10.2 FEET FROM
 DH3980'CORNER FENCE POST, 2.0 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3981 ***********************************************************************
 DH3981  DESIGNATION -  6108 K
 DH3981  PID         -  DH3981
 DH3981  STATE/COUNTY-  MN/POPE
 DH3981  USGS QUAD   -  TERRACE (1977)
 DH3981
 DH3981                         *CURRENT SURVEY CONTROL
 DH3981  ___________________________________________________________________
 DH3981* NAD 83(1996)-  45 34 42.77949(N)    095 15 54.96862(W)     ADJUSTED  
 DH3981* NAVD 88     -       401.99   (meters)    1318.9    (feet)  LEVELING  
 DH3981  ___________________________________________________________________
 DH3981  X           -    -410,396.604 (meters)                     COMP
 DH3981  Y           -  -4,453,288.991 (meters)                     COMP
 DH3981  Z           -   4,532,852.459 (meters)                     COMP
 DH3981  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 DH3981  ELLIP HEIGHT-         375.85  (meters)          (05/31/05) GPS OBS
 DH3981  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 DH3981
 DH3981  HORZ ORDER  -  FIRST
 DH3981  VERT ORDER  -  THIRD ?
 DH3981  ELLP ORDER  -  FOURTH    CLASS I
 DH3981
 DH3981.The horizontal coordinates were established by GPS observations
 DH3981.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3981
 DH3981.The orthometric height was determined by differential leveling.
 DH3981.The vertical network tie was performed by a horz. field party for horz.
 DH3981.obs reductions. Reset procedures were used to establish the elevation.
 DH3981
 DH3981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3981
 DH3981.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3981
 DH3981.The ellipsoidal height was determined by GPS observations
 DH3981.and is referenced to NAD 83.
 DH3981
 DH3981.The geoid height was determined by GEOID03.
 DH3981
 DH3981;                    North         East     Units Scale Factor Converg.
 DH3981;SPC MN C     -   164,812.269   720,760.447   MT  1.00000848   -0 44 04.0
 DH3981;UTM  15      - 5,049,719.079   323,268.896   MT  0.99998402   -1 37 05.9
 DH3981
 DH3981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3981!SPC MN C     -   0.99994108  x   1.00000848  =   0.99994956
 DH3981!UTM  15      -   0.99994108  x   0.99998402  =   0.99992510
 DH3981
 DH3981                          SUPERSEDED SURVEY CONTROL
 DH3981
 DH3981.No superseded survey control is available for this station.
 DH3981
 DH3981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2326949719(NAD 83)
 DH3981_MARKER: DD = SURVEY DISK
 DH3981_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH3981_STAMPING: 6108 K 2004
 DH3981_MARK LOGO: MNDT  
 DH3981_PROJECTION: FLUSH
 DH3981_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3981+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH3981_ROD/PIPE-DEPTH: 10.7 meters
 DH3981
 DH3981  HISTORY     - Date     Condition        Report By
 DH3981  HISTORY     - 2004     MONUMENTED       MNDT
 DH3981
 DH3981                          STATION DESCRIPTION
 DH3981
 DH3981'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH3981'7.0 MILES SOUTHEAST OF GLENWOOD, 7.0 MILES SOUTHEAST ALONG TRUNK
 DH3981'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 28 AT
 DH3981'GLENWOOD, AT TRUNK HIGHWAY 55 MILEPOST 78.0, 62.6 FEET SOUTHWEST OF
 DH3981'TRUNK HIGHWAY 55, 102.0 FEET SOUTH-SOUTHEAST OF MILEPOINT 78, 55.0
 DH3981'FEET NORTHWEST OF TELEPHONE PEDESTAL NUMBER E2, 14.0 FEET NORTHWEST OF
 DH3981'ENTRANCE, 1.9 FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3982 ***********************************************************************
 DH3982  DESIGNATION -  6108 L
 DH3982  PID         -  DH3982
 DH3982  STATE/COUNTY-  MN/POPE
 DH3982  USGS QUAD   -  SEDAN (1965)
 DH3982
 DH3982                         *CURRENT SURVEY CONTROL
 DH3982  ___________________________________________________________________
 DH3982* NAD 83(1996)-  45 34 19.20034(N)    095 14 47.64339(W)     ADJUSTED  
 DH3982* NAVD 88     -       404.90   (meters)    1328.4    (feet)  LEVELING  
 DH3982  ___________________________________________________________________
 DH3982  X           -    -408,990.748 (meters)                     COMP
 DH3982  Y           -  -4,453,942.463 (meters)                     COMP
 DH3982  Z           -   4,532,344.941 (meters)                     COMP
 DH3982  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DH3982  ELLIP HEIGHT-         378.74  (meters)          (05/31/05) GPS OBS
 DH3982  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DH3982
 DH3982  HORZ ORDER  -  FIRST
 DH3982  VERT ORDER  -  THIRD ?
 DH3982  ELLP ORDER  -  FOURTH    CLASS I
 DH3982
 DH3982.The horizontal coordinates were established by GPS observations
 DH3982.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3982
 DH3982.The orthometric height was determined by differential leveling.
 DH3982.The vertical network tie was performed by a horz. field party for horz.
 DH3982.obs reductions. Reset procedures were used to establish the elevation.
 DH3982
 DH3982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3982
 DH3982.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3982
 DH3982.The ellipsoidal height was determined by GPS observations
 DH3982.and is referenced to NAD 83.
 DH3982
 DH3982.The geoid height was determined by GEOID03.
 DH3982
 DH3982;                    North         East     Units Scale Factor Converg.
 DH3982;SPC MN C     -   164,065.822   722,210.818   MT  1.00000998   -0 43 15.3
 DH3982;UTM  15      - 5,048,950.370   324,707.539   MT  0.99997779   -1 36 17.1
 DH3982
 DH3982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3982!SPC MN C     -   0.99994063  x   1.00000998  =   0.99995061
 DH3982!UTM  15      -   0.99994063  x   0.99997779  =   0.99991842
 DH3982
 DH3982:                Primary Azimuth Mark                     Grid Az
 DH3982:SPC MN C     -  6108 M                                   116 08 59.8
 DH3982:UTM  15      -  6108 M                                   117 02 01.6
 DH3982
 DH3982|---------------------------------------------------------------------|
 DH3982| PID    Reference Object                     Distance      Geod. Az  |
 DH3982|                                                           dddmmss.s |
 DH3982| DH3983 6108 M                              APPROX. 1.3 KM 1152544.5 |
 DH3982|---------------------------------------------------------------------|
 DH3982
 DH3982                          SUPERSEDED SURVEY CONTROL
 DH3982
 DH3982.No superseded survey control is available for this station.
 DH3982
 DH3982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2470848950(NAD 83)
 DH3982_MARKER: DD = SURVEY DISK
 DH3982_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH3982_STAMPING: 6108 L 2004
 DH3982_MARK LOGO: MNHD  
 DH3982_PROJECTION: FLUSH
 DH3982_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3982+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH3982_ROD/PIPE-DEPTH: 12.2 meters
 DH3982
 DH3982  HISTORY     - Date     Condition        Report By
 DH3982  HISTORY     - 2004     MONUMENTED       MNHD
 DH3982
 DH3982                          STATION DESCRIPTION
 DH3982
 DH3982'DESCRIBED BY MN HIGHWAY DEPT 2004
 DH3982'IN SEDAN, 0.10 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM JUNCTION OF
 DH3982'TRUNK HIGHWAY 55 AND COUNTY ROAD 29 SOUTH AT SEDAN,  AT TRUNK HIGHWAY
 DH3982'55 MILEPOST 79.0, 61.8 FEET SOUTHWEST OF TRUNK HIGHWAY 55, 92.9 FEET
 DH3982'SOUTH-SOUTHEAST OF MILEPOST 79, 27.5 FEET NORTHWEST OF FIELD ENTRANCE,
 DH3982'2.3 FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3983 ***********************************************************************
 DH3983  DESIGNATION -  6108 M
 DH3983  PID         -  DH3983
 DH3983  STATE/COUNTY-  MN/POPE
 DH3983  USGS QUAD   -  SEDAN (1965)
 DH3983
 DH3983                         *CURRENT SURVEY CONTROL
 DH3983  ___________________________________________________________________
 DH3983* NAD 83(1996)-  45 34 00.94240(N)    095 13 52.98234(W)     ADJUSTED  
 DH3983* NAVD 88     -       405.00   (meters)    1328.7    (feet)  LEVELING  
 DH3983  ___________________________________________________________________
 DH3983  X           -    -407,847.128 (meters)                     COMP
 DH3983  Y           -  -4,454,451.616 (meters)                     COMP
 DH3983  Z           -   4,531,950.375 (meters)                     COMP
 DH3983  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 DH3983  ELLIP HEIGHT-         378.82  (meters)          (05/31/05) GPS OBS
 DH3983  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 DH3983
 DH3983  HORZ ORDER  -  FIRST
 DH3983  VERT ORDER  -  THIRD ?
 DH3983  ELLP ORDER  -  FOURTH    CLASS I
 DH3983
 DH3983.The horizontal coordinates were established by GPS observations
 DH3983.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3983
 DH3983.The orthometric height was determined by differential leveling.
 DH3983.The vertical network tie was performed by a horz. field party for horz.
 DH3983.obs reductions. Reset procedures were used to establish the elevation.
 DH3983
 DH3983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3983
 DH3983.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3983
 DH3983.The ellipsoidal height was determined by GPS observations
 DH3983.and is referenced to NAD 83.
 DH3983
 DH3983.The geoid height was determined by GEOID03.
 DH3983
 DH3983;                    North         East     Units Scale Factor Converg.
 DH3983;SPC MN C     -   163,487.382   723,388.962   MT  1.00001115   -0 42 35.7
 DH3983;UTM  15      - 5,048,353.847   325,876.580   MT  0.99997277   -1 35 37.5
 DH3983
 DH3983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3983!SPC MN C     -   0.99994061  x   1.00001115  =   0.99995176
 DH3983!UTM  15      -   0.99994061  x   0.99997277  =   0.99991339
 DH3983
 DH3983|---------------------------------------------------------------------|
 DH3983| PID    Reference Object                     Distance      Geod. Az  |
 DH3983|                                                           dddmmss.s |
 DH3983| DH3992 BANGOR                              390.207 METERS 15550     |
 DH3983|---------------------------------------------------------------------|
 DH3983
 DH3983                          SUPERSEDED SURVEY CONTROL
 DH3983
 DH3983.No superseded survey control is available for this station.
 DH3983
 DH3983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2587748354(NAD 83)
 DH3983_MARKER: DD = SURVEY DISK
 DH3983_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH3983_STAMPING: 6108 M 2004
 DH3983_MARK LOGO: MNDT  
 DH3983_PROJECTION: FLUSH
 DH3983_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3983+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH3983_ROD/PIPE-DEPTH:  9.1 meters
 DH3983
 DH3983  HISTORY     - Date     Condition        Report By
 DH3983  HISTORY     - 2004     MONUMENTED       MNDT
 DH3983
 DH3983                          STATION DESCRIPTION
 DH3983
 DH3983'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH3983'1.0 MILES SOUTHEAST OF SEDAN, 0.75 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DH3983'55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 29 SOUTH AT
 DH3983'SEDAN,  AT TRUNK HIGHWAY 55 MILEPOST 79.85,  53.3 FEET SOUTHWEST OF
 DH3983'TRUNK HIGHWAY 55, 17.5 FEET NORTHWEST OF FIELD ENTRANCE, 2.5 FEET
 DH3983'SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3984 ***********************************************************************
 DH3984  DESIGNATION -  6108 N
 DH3984  PID         -  DH3984
 DH3984  STATE/COUNTY-  MN/POPE
 DH3984  USGS QUAD   -  SEDAN (1965)
 DH3984
 DH3984                         *CURRENT SURVEY CONTROL
 DH3984  ___________________________________________________________________
 DH3984* NAD 83(1996)-  45 33 26.93038(N)    095 12 21.38980(W)     ADJUSTED  
 DH3984* NAVD 88     -       404.13   (meters)    1325.9    (feet)  LEVELING  
 DH3984  ___________________________________________________________________
 DH3984  X           -    -405,937.051 (meters)                     COMP
 DH3984  Y           -  -4,455,378.356 (meters)                     COMP
 DH3984  Z           -   4,531,214.511 (meters)                     COMP
 DH3984  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 DH3984  ELLIP HEIGHT-         377.92  (meters)          (05/31/05) GPS OBS
 DH3984  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 DH3984
 DH3984  HORZ ORDER  -  FIRST
 DH3984  VERT ORDER  -  THIRD ?
 DH3984  ELLP ORDER  -  FOURTH    CLASS I
 DH3984
 DH3984.The horizontal coordinates were established by GPS observations
 DH3984.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3984
 DH3984.The orthometric height was determined by differential leveling.
 DH3984.The vertical network tie was performed by a horz. field party for horz.
 DH3984.obs reductions. Reset procedures were used to establish the elevation.
 DH3984
 DH3984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3984
 DH3984.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3984
 DH3984.The ellipsoidal height was determined by GPS observations
 DH3984.and is referenced to NAD 83.
 DH3984
 DH3984.The geoid height was determined by GEOID03.
 DH3984
 DH3984;                    North         East     Units Scale Factor Converg.
 DH3984;SPC MN C     -   162,413.103   725,362.332   MT  1.00001335   -0 41 29.5
 DH3984;UTM  15      - 5,047,249.305   327,833.059   MT  0.99996444   -1 34 31.2
 DH3984
 DH3984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3984!SPC MN C     -   0.99994075  x   1.00001335  =   0.99995410
 DH3984!UTM  15      -   0.99994075  x   0.99996444  =   0.99990520
 DH3984
 DH3984                          SUPERSEDED SURVEY CONTROL
 DH3984
 DH3984.No superseded survey control is available for this station.
 DH3984
 DH3984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2783347249(NAD 83)
 DH3984_MARKER: DD = SURVEY DISK
 DH3984_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH3984_STAMPING: 6108 N 2004
 DH3984_MARK LOGO: MNDT  
 DH3984_PROJECTION: FLUSH
 DH3984_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3984+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH3984_ROD/PIPE-DEPTH:  6.1 meters
 DH3984
 DH3984  HISTORY     - Date     Condition        Report By
 DH3984  HISTORY     - 2004     MONUMENTED       MNDT
 DH3984
 DH3984                          STATION DESCRIPTION
 DH3984
 DH3984'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH3984'2.0 MILES SOUTHEAST OF SEDAN, 2.15 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DH3984'55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 29 SOUTH AT
 DH3984'SEDAN,  AT TRUNK HIGHWAY 55 MILEPOST 81.25, 75.5 FEET NORTHEAST OF
 DH3984'TRUNK HIGHWAY 55, 59.8 FEET SOUTHWEST OF SOUTH RAIL, 6.0 FEET
 DH3984'NORTHWEST OF RIGHT OF WAY SIGN POST, 2.5 FEET SOUTHEAST OF WITNESS
 DH3984'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3985 ***********************************************************************
 DH3985  DESIGNATION -  6108 P
 DH3985  PID         -  DH3985
 DH3985  STATE/COUNTY-  MN/POPE
 DH3985  USGS QUAD   -  SEDAN (1965)
 DH3985
 DH3985                         *CURRENT SURVEY CONTROL
 DH3985  ___________________________________________________________________
 DH3985* NAD 83(1996)-  45 32 51.50769(N)    095 11 28.28125(W)     ADJUSTED  
 DH3985* NAVD 88     -       402.47   (meters)    1320.4    (feet)  LEVELING  
 DH3985  ___________________________________________________________________
 DH3985  X           -    -404,860.413 (meters)                     COMP
 DH3985  Y           -  -4,456,259.108 (meters)                     COMP
 DH3985  Z           -   4,530,447.459 (meters)                     COMP
 DH3985  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 DH3985  ELLIP HEIGHT-         376.23  (meters)          (05/31/05) GPS OBS
 DH3985  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DH3985
 DH3985  HORZ ORDER  -  FIRST
 DH3985  VERT ORDER  -  THIRD ?
 DH3985  ELLP ORDER  -  FOURTH    CLASS I
 DH3985
 DH3985.The horizontal coordinates were established by GPS observations
 DH3985.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3985
 DH3985.The orthometric height was determined by differential leveling.
 DH3985.The vertical network tie was performed by a horz. field party for horz.
 DH3985.obs reductions. Reset procedures were used to establish the elevation.
 DH3985
 DH3985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3985
 DH3985.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3985
 DH3985.The ellipsoidal height was determined by GPS observations
 DH3985.and is referenced to NAD 83.
 DH3985
 DH3985.The geoid height was determined by GEOID03.
 DH3985
 DH3985;                    North         East     Units Scale Factor Converg.
 DH3985;SPC MN C     -   161,305.767   726,501.113   MT  1.00001567   -0 40 51.0
 DH3985;UTM  15      - 5,046,124.596   328,954.566   MT  0.99995971   -1 33 52.3
 DH3985
 DH3985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3985!SPC MN C     -   0.99994102  x   1.00001567  =   0.99995669
 DH3985!UTM  15      -   0.99994102  x   0.99995971  =   0.99990073
 DH3985
 DH3985                          SUPERSEDED SURVEY CONTROL
 DH3985
 DH3985.No superseded survey control is available for this station.
 DH3985
 DH3985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2895546125(NAD 83)
 DH3985_MARKER: DD = SURVEY DISK
 DH3985_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH3985_STAMPING: 6108 P 2004
 DH3985_MARK LOGO: MNDT  
 DH3985_PROJECTION: FLUSH
 DH3985_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3985+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH3985_ROD/PIPE-DEPTH:  7.6 meters
 DH3985
 DH3985  HISTORY     - Date     Condition        Report By
 DH3985  HISTORY     - 2004     MONUMENTED       MNDT
 DH3985
 DH3985                          STATION DESCRIPTION
 DH3985
 DH3985'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH3985'3.0 MILES SOUTHEAST OF SEDAN, 3.10 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DH3985'55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 29 SOUTH AT
 DH3985'SEDAN,  AT TRUNK HIGHWAY 55 MILEPOST 82.20, 77.7 FEET NORTHEAST OF
 DH3985'TRUNK HIGHWAY 55, 46.2 FEET SOUTHWEST OF SOUTH RAIL OF RAILROAD
 DH3985'TRACKS, 14.0 FEET NORTHWEST OF CONCRETE CABLE MARKER POST NUMBER
 DH3985'MN051798, 3.2 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3986 ***********************************************************************
 DH3986  DESIGNATION -  6108 Q
 DH3986  PID         -  DH3986
 DH3986  STATE/COUNTY-  MN/POPE
 DH3986  USGS QUAD   -  SEDAN (1965)
 DH3986
 DH3986                         *CURRENT SURVEY CONTROL
 DH3986  ___________________________________________________________________
 DH3986* NAD 83(1996)-  45 31 22.21162(N)    095 09 15.82639(W)     ADJUSTED  
 DH3986* NAVD 88     -       400.93   (meters)    1315.4    (feet)  LEVELING  
 DH3986  ___________________________________________________________________
 DH3986  X           -    -402,175.370 (meters)                     COMP
 DH3986  Y           -  -4,458,476.697 (meters)                     COMP
 DH3986  Z           -   4,528,515.115 (meters)                     COMP
 DH3986  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 DH3986  ELLIP HEIGHT-         374.61  (meters)          (05/31/05) GPS OBS
 DH3986  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DH3986
 DH3986  HORZ ORDER  -  FIRST
 DH3986  VERT ORDER  -  THIRD ?
 DH3986  ELLP ORDER  -  FOURTH    CLASS I
 DH3986
 DH3986.The horizontal coordinates were established by GPS observations
 DH3986.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3986
 DH3986.The orthometric height was determined by differential leveling.
 DH3986.The vertical network tie was performed by a horz. field party for horz.
 DH3986.obs reductions. Reset procedures were used to establish the elevation.
 DH3986
 DH3986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3986
 DH3986.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3986
 DH3986.The ellipsoidal height was determined by GPS observations
 DH3986.and is referenced to NAD 83.
 DH3986
 DH3986.The geoid height was determined by GEOID03.
 DH3986
 DH3986;                    North         East     Units Scale Factor Converg.
 DH3986;SPC MN C     -   158,515.597   729,342.729   MT  1.00002165   -0 39 15.2
 DH3986;UTM  15      - 5,043,291.124   331,752.640   MT  0.99994804   -1 32 15.3
 DH3986
 DH3986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3986!SPC MN C     -   0.99994127  x   1.00002165  =   0.99996292
 DH3986!UTM  15      -   0.99994127  x   0.99994804  =   0.99988932
 DH3986
 DH3986:                Primary Azimuth Mark                     Grid Az
 DH3986:SPC MN C     -  6108 R                                   138 00 46.7
 DH3986:UTM  15      -  6108 R                                   138 53 46.8
 DH3986
 DH3986|---------------------------------------------------------------------|
 DH3986| PID    Reference Object                     Distance      Geod. Az  |
 DH3986|                                                           dddmmss.s |
 DH3986| DH3987 6108 R                              APPROX. 1.4 KM 1372131.5 |
 DH3986|---------------------------------------------------------------------|
 DH3986
 DH3986                          SUPERSEDED SURVEY CONTROL
 DH3986
 DH3986.No superseded survey control is available for this station.
 DH3986
 DH3986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3175343291(NAD 83)
 DH3986_MARKER: DD = SURVEY DISK
 DH3986_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH3986_STAMPING: 6108 Q 2004
 DH3986_MARK LOGO: MNDT  
 DH3986_PROJECTION: FLUSH
 DH3986_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3986+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH3986_ROD/PIPE-DEPTH:  8.5 meters
 DH3986
 DH3986  HISTORY     - Date     Condition        Report By
 DH3986  HISTORY     - 2004     MONUMENTED       MNDT
 DH3986
 DH3986                          STATION DESCRIPTION
 DH3986
 DH3986'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH3986'2.0 MILES NORTHWEST OF BROOTEN, 2.25  MILES NORTHWEST ALONG TRUNK
 DH3986'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 18 SOUTH
 DH3986'IN BROOTEN,  AT TRUNK HIGHWAY 55 MILEPOINT 84.70, 74.6 FEET NORTHEAST
 DH3986'TRUNK HIGHWAY 55, 47.8 FEET SOUTHWEST OF SOUTH RAIL OF RAILROAD
 DH3986'TRACKS, 2.7 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3987 ***********************************************************************
 DH3987  DESIGNATION -  6108 R
 DH3987  PID         -  DH3987
 DH3987  STATE/COUNTY-  MN/POPE
 DH3987  USGS QUAD   -  SEDAN (1965)
 DH3987
 DH3987                         *CURRENT SURVEY CONTROL
 DH3987  ___________________________________________________________________
 DH3987* NAD 83(1996)-  45 30 47.75641(N)    095 08 30.69995(W)     ADJUSTED  
 DH3987* NAVD 88     -       397.49   (meters)    1304.1    (feet)  LEVELING  
 DH3987  ___________________________________________________________________
 DH3987  X           -    -401,267.743 (meters)                     COMP
 DH3987  Y           -  -4,459,318.092 (meters)                     COMP
 DH3987  Z           -   4,527,767.266 (meters)                     COMP
 DH3987  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 DH3987  ELLIP HEIGHT-         371.15  (meters)          (05/31/05) GPS OBS
 DH3987  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 DH3987
 DH3987  HORZ ORDER  -  FIRST
 DH3987  VERT ORDER  -  THIRD ?
 DH3987  ELLP ORDER  -  FOURTH    CLASS I
 DH3987
 DH3987.The horizontal coordinates were established by GPS observations
 DH3987.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3987
 DH3987.The orthometric height was determined by differential leveling.
 DH3987.The vertical network tie was performed by a horz. field party for horz.
 DH3987.obs reductions. Reset procedures were used to establish the elevation.
 DH3987
 DH3987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3987
 DH3987.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3987
 DH3987.The ellipsoidal height was determined by GPS observations
 DH3987.and is referenced to NAD 83.
 DH3987
 DH3987.The geoid height was determined by GEOID03.
 DH3987
 DH3987;                    North         East     Units Scale Factor Converg.
 DH3987;SPC MN C     -   157,440.808   730,310.034   MT  1.00002401   -0 38 42.6
 DH3987;UTM  15      - 5,042,201.635   332,703.189   MT  0.99994412   -1 31 42.2
 DH3987
 DH3987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3987!SPC MN C     -   0.99994182  x   1.00002401  =   0.99996582
 DH3987!UTM  15      -   0.99994182  x   0.99994412  =   0.99988594
 DH3987
 DH3987:                Primary Azimuth Mark                     Grid Az
 DH3987:SPC MN C     -  6108 Q                                   318 00 46.3
 DH3987:UTM  15      -  6108 Q                                   318 53 45.9
 DH3987
 DH3987|---------------------------------------------------------------------|
 DH3987| PID    Reference Object                     Distance      Geod. Az  |
 DH3987|                                                           dddmmss.s |
 DH3987| DH3986 6108 Q                              APPROX. 1.4 KM 3172203.7 |
 DH3987|---------------------------------------------------------------------|
 DH3987
 DH3987                          SUPERSEDED SURVEY CONTROL
 DH3987
 DH3987.No superseded survey control is available for this station.
 DH3987
 DH3987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3270342202(NAD 83)
 DH3987_MARKER: DD = SURVEY DISK
 DH3987_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH3987_STAMPING: 6108 R 2004
 DH3987_MARK LOGO: MNDT  
 DH3987_PROJECTION: FLUSH
 DH3987_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3987+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH3987_ROD/PIPE-DEPTH:  7.6 meters
 DH3987
 DH3987  HISTORY     - Date     Condition        Report By
 DH3987  HISTORY     - 2004     MONUMENTED       MNDT
 DH3987
 DH3987                          STATION DESCRIPTION
 DH3987
 DH3987'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH3987'1.50 MILES NORTHWEST OF BROOTEN, 1.35  MILES NORTHWEST ALONG TRUNK
 DH3987'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 18 SOUTH
 DH3987'IN BROOTEN,  TO TRUNK HIGHWAY 55 MILEPOST 85.60, THENCE 0.05 MILES
 DH3987'WEST ON 270TH STREET, 42.0 FEET SOUTH OF 270TH STREET, 225 FEET
 DH3987'WEST-SOUTHWEST OF TRUNK HIGHWAY 55, 1.9 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5948 ***********************************************************************
 DF5948  DESIGNATION -  62
 DF5948  PID         -  DF5948
 DF5948  STATE/COUNTY-  MN/PINE
 DF5948  USGS QUAD   -  DENHAM (1982)
 DF5948
 DF5948                         *CURRENT SURVEY CONTROL
 DF5948  ___________________________________________________________________
 DF5948* NAD 83(1996)-  46 18 05.74574(N)    092 58 48.97788(W)     ADJUSTED  
 DF5948* NAVD 88     -       368.7    (meters)    1210.     (feet)  GPS OBS   
 DF5948  ___________________________________________________________________
 DF5948  X           -    -229,512.867 (meters)                     COMP
 DF5948  Y           -  -4,408,409.157 (meters)                     COMP
 DF5948  Z           -   4,588,718.048 (meters)                     COMP
 DF5948  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 DF5948  ELLIP HEIGHT-         341.05  (meters)          (05/27/03) GPS OBS
 DF5948  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DF5948
 DF5948  HORZ ORDER  -  FIRST
 DF5948  ELLP ORDER  -  THIRD     CLASS I
 DF5948
 DF5948.The horizontal coordinates were established by GPS observations
 DF5948.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5948
 DF5948.The orthometric height was determined by GPS observations and a
 DF5948.high-resolution geoid model.
 DF5948
 DF5948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5948
 DF5948.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5948
 DF5948.The ellipsoidal height was determined by GPS observations
 DF5948.and is referenced to NAD 83.
 DF5948
 DF5948.The geoid height was determined by GEOID03.
 DF5948
 DF5948;                    North         East     Units Scale Factor Converg.
 DF5948;SPC MN C     -   245,451.261   897,809.782   MT  0.99992219   +0 55 06.6
 DF5948;UTM  15      - 5,127,557.957   501,519.292   MT  0.99960003   +0 00 51.3
 DF5948
 DF5948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5948!SPC MN C     -   0.99994654  x   0.99992219  =   0.99986873
 DF5948!UTM  15      -   0.99994654  x   0.99960003  =   0.99954659
 DF5948
 DF5948                          SUPERSEDED SURVEY CONTROL
 DF5948
 DF5948.No superseded survey control is available for this station.
 DF5948
 DF5948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0151927558(NAD 83)
 DF5948_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5948_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5948+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5948
 DF5948  HISTORY     - Date     Condition        Report By
 DF5948  HISTORY     - 1999     MONUMENTED       MN-115
 DF5948
 DF5948                          STATION DESCRIPTION
 DF5948
 DF5948'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5948'7 MI (11.3 KM) NW OF RUTLEDGE, 4 MI (6.4 KM) WEST OF CO RD 61 ON CO RD
 DF5948'39 THEN 1.5 MI (2.4 KM) NORTH AND WEST ON CO RD 40 THEN 1 MI (1.6 KM)
 DF5948'WEST ON CO RD 150 THEN 1.9 MI (3.1 KM) NORTH ON CHOKECHERRY RD, 30 FT
 DF5948'(9.1 M) WEST OF ROAD, 2 FT (0.6 M) EAST OF FENCE CORNER, 2 FT (0.6 M)
 DF5948'SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3339 ***********************************************************************
 PP3339  DESIGNATION -  62 GJS
 PP3339  PID         -  PP3339
 PP3339  STATE/COUNTY-  MN/GOODHUE
 PP3339  USGS QUAD   -  GOODHUE EAST (1968)
 PP3339
 PP3339                         *CURRENT SURVEY CONTROL
 PP3339  ___________________________________________________________________
 PP3339* NAD 83(1986)-  44 25 37.     (N)    092 37 18.     (W)     SCALED    
 PP3339* NAVD 88     -       337.692  (meters)    1107.91   (feet)  ADJUSTED  
 PP3339  ___________________________________________________________________
 PP3339  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 PP3339  DYNAMIC HT  -         337.635 (meters)    1107.72  (feet)  COMP
 PP3339  MODELED GRAV-     980,437.9   (mgal)                       NAVD 88
 PP3339
 PP3339  VERT ORDER  -  SECOND    CLASS I
 PP3339
 PP3339.The horizontal coordinates were scaled from a topographic map and have
 PP3339.an estimated accuracy of +/- 6 seconds.
 PP3339
 PP3339.The orthometric height was determined by differential leveling
 PP3339.and adjusted by the National Geodetic Survey in June 1995..
 PP3339
 PP3339.The geoid height was determined by GEOID03.
 PP3339
 PP3339.The dynamic height is computed by dividing the NAVD 88
 PP3339.geopotential number by the normal gravity value computed on the
 PP3339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3339.degrees latitude (g = 980.6199 gals.).
 PP3339
 PP3339.The modeled gravity was interpolated from observed gravity values.
 PP3339
 PP3339;                    North         East    Units  Estimated Accuracy
 PP3339;SPC MN S     -   259,480.      909,740.      MT  (+/- 180 meters Scaled)
 PP3339
 PP3339                          SUPERSEDED SURVEY CONTROL
 PP3339
 PP3339.No superseded survey control is available for this station.
 PP3339
 PP3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK301193(NAD 83)
 PP3339_MARKER: DB = BENCH MARK DISK
 PP3339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP3339_SP_SET: CONCRETE POST
 PP3339_STAMPING: 62 GJS 1964
 PP3339_MARK LOGO: USGS  
 PP3339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3339+STABILITY: SURFACE MOTION
 PP3339
 PP3339  HISTORY     - Date     Condition        Report By
 PP3339  HISTORY     - 1964     MONUMENTED       USGS
 PP3339  HISTORY     - 1984     GOOD             MNDT
 PP3339
 PP3339                          STATION DESCRIPTION
 PP3339
 PP3339'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3339'1.8 MI NORTH FROM GOODHUE.
 PP3339'THE MARK IS LOCATED ABOUT 1-3/4 MILES NORTH OF THE CITY OF GOODHUE IN
 PP3339'THE SOUTHWEST 1/4 OF SECTION 9, T111N, R15 W, 1.95 MILES NORTH ALONG
 PP3339'TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH COUNTY ROAD 9 IN GOODHUE AT
 PP3339'HIGHWAY 58 MILEPOINT 11.1, 50.0 FEET WEST OF AND ABOUT 3 FEET HIGHER
 PP3339'THAN THE CENTERLINE OF THE HIGHWAY, 30.0 FEET NORTH OF THE CENTERLINE
 PP3339'OF AN EAST-WEST ROAD, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE
 PP3339'MARK, A STANDARD USGS BENCH MARK DISK STAMPED---62 GJS 1964---, IS
 PP3339'SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.4 FOOT ABOVE THE
 PP3339'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0745 ***********************************************************************
 DI0745  DESIGNATION -  62 SEM
 DI0745  PID         -  DI0745
 DI0745  STATE/COUNTY-  MN/ROCK
 DI0745  USGS QUAD   -  ELLSWORTH (1967)
 DI0745
 DI0745                         *CURRENT SURVEY CONTROL
 DI0745  ___________________________________________________________________
 DI0745* NAD 83(1996)-  43 30 00.89466(N)    096 04 10.17234(W)     ADJUSTED  
 DI0745* NAVD 88     -       443.6    (meters)    1455.     (feet)  GPS OBS   
 DI0745  ___________________________________________________________________
 DI0745  X           -    -489,992.785 (meters)                     COMP
 DI0745  Y           -  -4,608,198.456 (meters)                     COMP
 DI0745  Z           -   4,368,268.893 (meters)                     COMP
 DI0745  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 DI0745  ELLIP HEIGHT-         417.08  (meters)          (06/28/06) GPS OBS
 DI0745  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DI0745
 DI0745  HORZ ORDER  -  FIRST
 DI0745  ELLP ORDER  -  FOURTH    CLASS I
 DI0745
 DI0745.The horizontal coordinates were established by GPS observations
 DI0745.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0745
 DI0745.The orthometric height was determined by GPS observations and a
 DI0745.high-resolution geoid model.
 DI0745
 DI0745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0745
 DI0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0745
 DI0745.The ellipsoidal height was determined by GPS observations
 DI0745.and is referenced to NAD 83.
 DI0745
 DI0745.The geoid height was determined by GEOID03.
 DI0745
 DI0745;                    North         East     Units Scale Factor Converg.
 DI0745;SPC MN S     -   157,704.116   632,632.627   MT  1.00007334   -1 27 02.0
 DI0745;UTM  14      - 4,820,541.524   736,919.510   MT  1.00029050   +2 01 05.4
 DI0745;UTM  15      - 4,820,946.901   251,843.592   MT  1.00035756   -2 06 50.3
 DI0745
 DI0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0745!SPC MN S     -   0.99993460  x   1.00007334  =   1.00000794
 DI0745!UTM  14      -   0.99993460  x   1.00029050  =   1.00022508
 DI0745!UTM  15      -   0.99993460  x   1.00035756  =   1.00029214
 DI0745
 DI0745                          SUPERSEDED SURVEY CONTROL
 DI0745
 DI0745.No superseded survey control is available for this station.
 DI0745
 DI0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP3692020542(NAD 83)
 DI0745_MARKER: DD = SURVEY DISK
 DI0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0745_STAMPING: 62 SEM 1966
 DI0745_MARK LOGO: USGS  
 DI0745_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0745+STABILITY: SURFACE MOTION
 DI0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0745+SATELLITE: SATELLITE OBSERVATIONS - 1966
 DI0745
 DI0745  HISTORY     - Date     Condition        Report By
 DI0745  HISTORY     - 1966     MONUMENTED       USGS
 DI0745
 DI0745                          STATION DESCRIPTION
 DI0745
 DI0745'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DI0745'1.3 MILES SOUTH AND 3 MILES WEST OF ELLSWORTH, 33.0 FEET NORTH OF 11TH
 DI0745'STREET (STATE LINE ROAD), 950 FEET EAST OF 200TH AVENUE, 1.0 FEET
 DI0745'SOUTH OF FENCE, AT CREST OF HILL, 1.0 FEET SOUTHWEST OF WOOD FENCE
 DI0745'POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3191 ***********************************************************************
 PP3191  DESIGNATION -  6200 B
 PP3191  PID         -  PP3191
 PP3191  STATE/COUNTY-  MN/RAMSEY
 PP3191  USGS QUAD   -  ST PAUL WEST (1993)
 PP3191
 PP3191                         *CURRENT SURVEY CONTROL
 PP3191  ___________________________________________________________________
 PP3191* NAD 83(1986)-  44 57 59.     (N)    093 11 14.     (W)     SCALED    
 PP3191* NAVD 88     -       284.390  (meters)     933.04   (feet)  ADJUSTED  
 PP3191  ___________________________________________________________________
 PP3191  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 PP3191  DYNAMIC HT  -         284.383 (meters)     933.01  (feet)  COMP
 PP3191  MODELED GRAV-     980,582.2   (mgal)                       NAVD 88
 PP3191
 PP3191  VERT ORDER  -  SECOND    CLASS I
 PP3191
 PP3191.The horizontal coordinates were scaled from a topographic map and have
 PP3191.an estimated accuracy of +/- 6 seconds.
 PP3191
 PP3191.The orthometric height was determined by differential leveling
 PP3191.and adjusted by the National Geodetic Survey in June 1991..
 PP3191
 PP3191.Photographs are available for this station.
 PP3191
 PP3191.The geoid height was determined by GEOID03.
 PP3191
 PP3191.The dynamic height is computed by dividing the NAVD 88
 PP3191.geopotential number by the normal gravity value computed on the
 PP3191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3191.degrees latitude (g = 980.6199 gals.).
 PP3191
 PP3191.The modeled gravity was interpolated from observed gravity values.
 PP3191
 PP3191;                    North         East    Units  Estimated Accuracy
 PP3191;SPC MN S     -   318,810.      864,120.      MT  (+/- 180 meters Scaled)
 PP3191
 PP3191                          SUPERSEDED SURVEY CONTROL
 PP3191
 PP3191.No superseded survey control is available for this station.
 PP3191
 PP3191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK852792(NAD 83)
 PP3191_MARKER: DB = BENCH MARK DISK
 PP3191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP3191_SP_SET: BRIDGE RAILING
 PP3191_STAMPING: 6200 B 1980
 PP3191_MARK LOGO: MNDT  
 PP3191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3191+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 PP3191
 PP3191  HISTORY     - Date     Condition        Report By
 PP3191  HISTORY     - 1980     MONUMENTED       MNDT
 PP3191  HISTORY     - 19940910 GOOD             USPSQD
 PP3191  HISTORY     - 20000325 GOOD             USPSQD
 PP3191  HISTORY     - 20051021 GOOD             USPSQD
 PP3191
 PP3191                          STATION DESCRIPTION
 PP3191
 PP3191'DESCRIBED BY MN DEPT OF TRANSP 1980
 PP3191'IN ST PAUL.
 PP3191'THE MARK IS LOCATED ABOUT 1 MILE WEST ALONG PIERCE BUTLER ROUTE FROM
 PP3191'ITS JUNCTION WITH SNELLING AVENUE AND IS IN THE SW 1/4 OF SECTION 28,
 PP3191'T29N, R23W.  THE MARK IS IN THE SOUTHWEST END OF THE SOUTHEAST
 PP3191'RAILING OF COUNTY BRIDGE NUMBER 62527 CARRYING PIERCE BUTLER ROUTE
 PP3191'OVER THE RAILROAD, 21 FEET SOUTHEAST OF THE CENTERLINE OF THE
 PP3191'EASTBOUND LANE OF PIERCE BUTLER ROUTE AND 2.3 FEET ABOVE THE
 PP3191'SIDEWALK.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3191'STAMPED---6200 B 1980---, IS CEMENTED IN A DRILL HOLE IN THE RAILING.
 PP3191
 PP3191                          STATION RECOVERY (1994)
 PP3191
 PP3191'RECOVERY NOTE BY US POWER SQUADRON 1994
 PP3191'RECOVERED IN GOOD CONDITION.
 PP3191
 PP3191                          STATION RECOVERY (2000)
 PP3191
 PP3191'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP3191'RECOVERED IN GOOD CONDITION.
 PP3191
 PP3191                          STATION RECOVERY (2005)
 PP3191
 PP3191'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 PP3191'THE BRIDGE NUMBER IS 62527.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3193 ***********************************************************************
 PP3193  DESIGNATION -  6200 D
 PP3193  PID         -  PP3193
 PP3193  STATE/COUNTY-  MN/RAMSEY
 PP3193  USGS QUAD   -  ST PAUL WEST (1993)
 PP3193
 PP3193                         *CURRENT SURVEY CONTROL
 PP3193  ___________________________________________________________________
 PP3193* NAD 83(1986)-  44 58 21.     (N)    093 11 47.     (W)     SCALED    
 PP3193* NAVD 88     -       271.410  (meters)     890.45   (feet)  ADJUSTED  
 PP3193  ___________________________________________________________________
 PP3193  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 PP3193  DYNAMIC HT  -         271.402 (meters)     890.42  (feet)  COMP
 PP3193  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 PP3193
 PP3193  VERT ORDER  -  SECOND    CLASS I
 PP3193
 PP3193.The horizontal coordinates were scaled from a topographic map and have
 PP3193.an estimated accuracy of +/- 6 seconds.
 PP3193
 PP3193.The orthometric height was determined by differential leveling
 PP3193.and adjusted by the National Geodetic Survey in June 1991..
 PP3193
 PP3193.Photographs are available for this station.
 PP3193
 PP3193.The geoid height was determined by GEOID03.
 PP3193
 PP3193.The dynamic height is computed by dividing the NAVD 88
 PP3193.geopotential number by the normal gravity value computed on the
 PP3193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3193.degrees latitude (g = 980.6199 gals.).
 PP3193
 PP3193.The modeled gravity was interpolated from observed gravity values.
 PP3193
 PP3193;                    North         East    Units  Estimated Accuracy
 PP3193;SPC MN S     -   319,480.      863,390.      MT  (+/- 180 meters Scaled)
 PP3193
 PP3193                          SUPERSEDED SURVEY CONTROL
 PP3193
 PP3193.No superseded survey control is available for this station.
 PP3193
 PP3193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK845799(NAD 83)
 PP3193_MARKER: DB = BENCH MARK DISK
 PP3193_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PP3193+WITH SETTING: PAVEMENT
 PP3193_SP_SET: CONCRETE BASE
 PP3193_STAMPING: 6200 D 1980
 PP3193_MARK LOGO: MNDT  
 PP3193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3193+STABILITY: SURFACE MOTION
 PP3193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3193+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 PP3193
 PP3193  HISTORY     - Date     Condition        Report By
 PP3193  HISTORY     - 1980     MONUMENTED       MNDT
 PP3193  HISTORY     - 20000325 GOOD             USPSQD
 PP3193  HISTORY     - 20051021 GOOD             USPSQD
 PP3193
 PP3193                          STATION DESCRIPTION
 PP3193
 PP3193'DESCRIBED BY MN DEPT OF TRANSP 1980
 PP3193'IN ST PAUL.
 PP3193'THE MARK IS LOCATED 45 FEET WEST OF AND BENEATH THE CENTER OF THE
 PP3193'BRIDGE CARRYING RAYMOND AVENUE OVER THE RAILROAD SWITCHING YARD IN
 PP3193'THE NE 1/4 OF SECTION 29, T29N, R23W.  THE MARK IS 170 FEET NORTH OF
 PP3193'THE SOUTH ABUTMENT OF THE BRIDGE, 90.6 FEET WEST OF THE NORTHWEST
 PP3193'CORNER OF THE 1-STORY BLOCK SWITCHING CONTROL TOWER SET IN THE TOP OF
 PP3193'AND 1.9 FEET SOUTH OF THE NORTHWEST CORNER OF THE 6 FOOT SQUARE
 PP3193'CONCRETE BASE OF THE LIGHT TOWER.  THE MARK, A STANDARD MNDT VERTICAL
 PP3193'CONTROL MARK DISK STAMPED---6200 D 1980---, IS CEMENTED IN A DRILL
 PP3193'HOLE IN THE CONCRETE BASE.
 PP3193
 PP3193                          STATION RECOVERY (2000)
 PP3193
 PP3193'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP3193'RECOVERED IN GOOD CONDITION.
 PP3193
 PP3193                          STATION RECOVERY (2005)
 PP3193
 PP3193'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 PP3193'THE BRIDGE NUMBER IS 62546.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2063 ***********************************************************************
 QO2063  DESIGNATION -  6204 A
 QO2063  PID         -  QO2063
 QO2063  STATE/COUNTY-  MN/RAMSEY
 QO2063  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2063
 QO2063                         *CURRENT SURVEY CONTROL
 QO2063  ___________________________________________________________________
 QO2063* NAD 83(1986)-  45 06 40.     (N)    093 13 09.     (W)     SCALED    
 QO2063* NAVD 88     -       278.001  (meters)     912.07   (feet)  ADJUSTED  
 QO2063  ___________________________________________________________________
 QO2063  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 QO2063  DYNAMIC HT  -         277.996 (meters)     912.06  (feet)  COMP
 QO2063  MODELED GRAV-     980,592.8   (mgal)                       NAVD 88
 QO2063
 QO2063  VERT ORDER  -  SECOND    CLASS II
 QO2063
 QO2063.The horizontal coordinates were scaled from a topographic map and have
 QO2063.an estimated accuracy of +/- 6 seconds.
 QO2063
 QO2063.The orthometric height was determined by differential leveling
 QO2063.and adjusted by the National Geodetic Survey in June 1991..
 QO2063
 QO2063.Photographs are available for this station.
 QO2063
 QO2063.The geoid height was determined by GEOID03.
 QO2063
 QO2063.The dynamic height is computed by dividing the NAVD 88
 QO2063.geopotential number by the normal gravity value computed on the
 QO2063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2063.degrees latitude (g = 980.6199 gals.).
 QO2063
 QO2063.The modeled gravity was interpolated from observed gravity values.
 QO2063
 QO2063;                    North         East    Units  Estimated Accuracy
 QO2063;SPC MN S     -   334,870.      861,450.      MT  (+/- 180 meters Scaled)
 QO2063
 QO2063                          SUPERSEDED SURVEY CONTROL
 QO2063
 QO2063.No superseded survey control is available for this station.
 QO2063
 QO2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK827953(NAD 83)
 QO2063_MARKER: DV = VERTICAL CONTROL DISK
 QO2063_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO2063+WITH SETTING: INFORMATION.
 QO2063_SP_SET: METAL ROD WITH BASE PLATE
 QO2063_STAMPING: 6204 A 1979
 QO2063_MARK LOGO: MNDT  
 QO2063_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2063+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 QO2063
 QO2063  HISTORY     - Date     Condition        Report By
 QO2063  HISTORY     - 1979     MONUMENTED       MNDT
 QO2063  HISTORY     - 20030717 GOOD             MNDT
 QO2063  HISTORY     - 20051113 GOOD             USPSQD
 QO2063
 QO2063                          STATION DESCRIPTION
 QO2063
 QO2063'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2063'IN MOUNDS VIEW.
 QO2063'THE MARK IS LOCATED IN THE TOWN OF MOUNDS VIEW, 1.1 MILES SOUTHEAST
 QO2063'ALONG TRUNK HIGHWAY 10 FROM BRIDGE NUMBER 9264 (TRUNK HIGHWAY 10
 QO2063'EASTBOUND OVER TRUNK HIGHWAY 65), IN THE SW 1/4 OF SECTION 6, T30N,
 QO2063'R23W.  THE MARK IS 450 FEET WEST OF CENTERLINE OF SILVER LAKE ROAD,
 QO2063'56 FEET SOUTHWEST OF CENTERLINE OF TRUNK HIGHWAY 10 EASTBOUND, 43
 QO2063'FEET NORTH OF A ONE STORY CONCRETE BLOCK BUILDING (2828 TRUNK HIGHWAY
 QO2063'10), AND 15 FEET NORTHEAST OF A POWER POLE.  THE MARK, A STANDARD
 QO2063'MNDT VERTICAL CONTROL MARK DISK STAMPED---6204 A 1979---, IS SET ON
 QO2063'TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD AND WITH 4 INCHES
 QO2063'OF STEEL SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF
 QO2063'CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS 15 FEET NORTHEAST OF
 QO2063'A STEEL WITNESS POST AND 1.0 FOOT BELOW LEVEL OF CENTERLINE TRUNK
 QO2063'HIGHWAY 10 EASTBOUND AT MILEPOINT 236.15.
 QO2063
 QO2063                          STATION RECOVERY (2003)
 QO2063
 QO2063'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO2063'IN MOUNDS VIEW, 1.1 MILES SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 10
 QO2063'BRIDGE 9264 OVER TRUNK HIGHWAY 65, AT TRUNK HIGHWAY 10 MP T WEST
 QO2063'OFSILVER LAKE ROAD, 56 FEET SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 10,
 QO2063'43 FEET NORTH OF  OF WITNESS POST, MONUMENT REPORTED LOOSE
 QO2063
 QO2063                          STATION RECOVERY (2005)
 QO2063
 QO2063'RECOVERY NOTE BY US POWER SQUADRON 2005 (SJT)
 QO2063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2064 ***********************************************************************
 QO2064  DESIGNATION -  6204 B
 QO2064  PID         -  QO2064
 QO2064  STATE/COUNTY-  MN/RAMSEY
 QO2064  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2064
 QO2064                         *CURRENT SURVEY CONTROL
 QO2064  ___________________________________________________________________
 QO2064* NAD 83(1986)-  45 06 22.     (N)    093 12 33.     (W)     SCALED    
 QO2064* NAVD 88     -       278.605  (meters)     914.06   (feet)  ADJUSTED  
 QO2064  ___________________________________________________________________
 QO2064  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 QO2064  DYNAMIC HT  -         278.600 (meters)     914.04  (feet)  COMP
 QO2064  MODELED GRAV-     980,592.1   (mgal)                       NAVD 88
 QO2064
 QO2064  VERT ORDER  -  SECOND    CLASS II
 QO2064
 QO2064.The horizontal coordinates were scaled from a topographic map and have
 QO2064.an estimated accuracy of +/- 6 seconds.
 QO2064
 QO2064.The orthometric height was determined by differential leveling
 QO2064.and adjusted by the National Geodetic Survey in June 1991..
 QO2064
 QO2064.Photographs are available for this station.
 QO2064
 QO2064.The geoid height was determined by GEOID03.
 QO2064
 QO2064.The dynamic height is computed by dividing the NAVD 88
 QO2064.geopotential number by the normal gravity value computed on the
 QO2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2064.degrees latitude (g = 980.6199 gals.).
 QO2064
 QO2064.The modeled gravity was interpolated from observed gravity values.
 QO2064
 QO2064;                    North         East    Units  Estimated Accuracy
 QO2064;SPC MN S     -   334,320.      862,240.      MT  (+/- 180 meters Scaled)
 QO2064
 QO2064                          SUPERSEDED SURVEY CONTROL
 QO2064
 QO2064.No superseded survey control is available for this station.
 QO2064
 QO2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK835947(NAD 83)
 QO2064_MARKER: DV = VERTICAL CONTROL DISK
 QO2064_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO2064+WITH SETTING: INFORMATION.
 QO2064_SP_SET: METAL ROD WITH BASE PLATE
 QO2064_STAMPING: 6204 B 1979
 QO2064_MARK LOGO: MNDT  
 QO2064_PROJECTION: RECESSED 5 CENTIMETERS
 QO2064_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2064+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 QO2064_ROD/PIPE-DEPTH:  2.4 meters
 QO2064
 QO2064  HISTORY     - Date     Condition        Report By
 QO2064  HISTORY     - 1979     MONUMENTED       MNDT
 QO2064  HISTORY     - 20030717 GOOD             MNDT
 QO2064
 QO2064                          STATION DESCRIPTION
 QO2064
 QO2064'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2064'IN MOUNDS VIEW.
 QO2064'THE MARK IS LOCATED IN THE TOWN OF MOUNDS VIEW, 1.8 MILES SOUTHWEST
 QO2064'ALONG TRUNK HIGHWAY 10 FROM BRIDGE NUMBER 9264 (TRUNK HIGHWAY 10
 QO2064'EASTBOUND OVER TRUNK HIGHWAY 65), 1.7 MILES NORTHWEST ALONG TRUNK
 QO2064'HIGHWAY 10 FROM BRIDGE NUMBER 9586 (TRUNK HIGHWAY 10 EASTBOUND OVER
 QO2064'INTERSTATE HIGHWAY 35W), IN THE NE 1/4 OF SECTION 7, T30N, R23W.  THE
 QO2064'MARK IS 168 FEET WEST OF CENTERLINE OF LONG LAKE ROAD, 84 FEET
 QO2064'SOUTHWEST OF THE SOUTHWEST CORNER OF A BRIDGEMAN ICE CREAM STORE, 75
 QO2064'FEET NORTHEAST OF CENTERLINE OF TRUNK HIGHWAY 10 WESTBOUND, AND 11
 QO2064'FEET NORTHWEST OF A FENCE CORNER.  THE MARK, A STANDARD MNDT VERTICAL
 QO2064'CONTROL MARK DISK STAMPED---6204 B 1979---, IS SET ON TOP OF 8 FEET
 QO2064'OF COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF STEEL SIGN POST
 QO2064'BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 QO2064'DIAMETER HOLE.  THE MARK IS 1.0 FOOT SOUTHWEST OF A STEEL WITNESS
 QO2064'POST AND ABOUT LEVEL WITH CENTERLINE TRUNK HIGHWAY 10 WESTBOUND AT
 QO2064'MILEPOINT 236.75.
 QO2064
 QO2064                          STATION RECOVERY (2003)
 QO2064
 QO2064'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO2064'IN MOUNDS VIEW, 1.8 MILES SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 10
 QO2064'BRIDGE 9264 OVER TRUNK HIGHWAY 65, 1.7 MILES NORTHWEST OF EASTBOUND
 QO2064'TRUNK HIGHWAY 10 BRIDGE 9586 OVER INTERSTATE HIGHWAY 35W, 168 FEET
 QO2064'WEST OF LONG LAKE ROAD, 84 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 QO2064'STORE, 75 FEET NORTHEAST OF WB TRUNK HIGHWAY 10, 11 FEET NORTHWEST
 QO2064'FENCE CORNER, 3 FEET WEST OF WITNESS POST, MONUMENT REPORTED LOOSE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2066 ***********************************************************************
 QO2066  DESIGNATION -  6204 D
 QO2066  PID         -  QO2066
 QO2066  STATE/COUNTY-  MN/RAMSEY
 QO2066  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2066
 QO2066                         *CURRENT SURVEY CONTROL
 QO2066  ___________________________________________________________________
 QO2066* NAD 83(1986)-  45 05 51.     (N)    093 11 48.     (W)     SCALED    
 QO2066* NAVD 88     -       275.866  (meters)     905.07   (feet)  ADJUSTED  
 QO2066  ___________________________________________________________________
 QO2066  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 QO2066  DYNAMIC HT  -         275.861 (meters)     905.05  (feet)  COMP
 QO2066  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 QO2066
 QO2066  VERT ORDER  -  SECOND    CLASS II
 QO2066
 QO2066.The horizontal coordinates were scaled from a topographic map and have
 QO2066.an estimated accuracy of +/- 6 seconds.
 QO2066
 QO2066.The orthometric height was determined by differential leveling
 QO2066.and adjusted by the National Geodetic Survey in June 1991..
 QO2066
 QO2066.Photographs are available for this station.
 QO2066
 QO2066.The geoid height was determined by GEOID03.
 QO2066
 QO2066.The dynamic height is computed by dividing the NAVD 88
 QO2066.geopotential number by the normal gravity value computed on the
 QO2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2066.degrees latitude (g = 980.6199 gals.).
 QO2066
 QO2066.The modeled gravity was interpolated from observed gravity values.
 QO2066
 QO2066;                    North         East    Units  Estimated Accuracy
 QO2066;SPC MN S     -   333,370.      863,230.      MT  (+/- 180 meters Scaled)
 QO2066
 QO2066                          SUPERSEDED SURVEY CONTROL
 QO2066
 QO2066.No superseded survey control is available for this station.
 QO2066
 QO2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK845938(NAD 83)
 QO2066_MARKER: DV = VERTICAL CONTROL DISK
 QO2066_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO2066+WITH SETTING: INFORMATION.
 QO2066_SP_SET: METAL ROD WITH BASE PLATE
 QO2066_STAMPING: 6204 D 1979
 QO2066_MARK LOGO: MNDT  
 QO2066_PROJECTION: FLUSH
 QO2066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2066_ROD/PIPE-DEPTH:  2.4 meters
 QO2066
 QO2066  HISTORY     - Date     Condition        Report By
 QO2066  HISTORY     - 1979     MONUMENTED       MNDT
 QO2066  HISTORY     - 19920822 GOOD             USPSQD
 QO2066  HISTORY     - 20030717 SEE DESCRIPTION  MNDT
 QO2066
 QO2066                          STATION DESCRIPTION
 QO2066
 QO2066'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2066'IN MOUNDS VIEW.
 QO2066'THE MARK IS LOCATED IN THE TOWN OF MOUNDS VIEW, 0.8 MILE NORTHWEST
 QO2066'ALONG TRUNK HIGHWAY 10 FROM BRIDGE NUMBER 9586 (TRUNK HIGHWAY 10
 QO2066'EASTBOUND OVER INTERSTATE HIGHWAY 35W), IN THE SE 1/4 OF SECTION 8,
 QO2066'T30N, R23W.  THE MARK IS 55 FEET SOUTHWEST OF CENTERLINE OF TRUNK
 QO2066'HIGHWAY 10 EASTBOUND, 53 FEET NORTHWEST OF THE DRIVEWAY TO 2660 TRUNK
 QO2066'HIGHWAY 10, 14 FEET NORTHEAST OF A POWER POLE, AND 8 FEET NORTH OF
 QO2066'THE CENTER OF A TWO COVER NORTHWESTERN BELL TELEPHONE MANHOLE.  THE
 QO2066'MARK, A STANDARD VERTICAL CONTROL MARK DISK STAMPED---6204 D 1979---,
 QO2066'IS SET ON TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4
 QO2066'INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF
 QO2066'CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS 1.0 FOOT NORTHEAST
 QO2066'OF A STEEL WITNESS POST AND ABOUT LEVEL WITH CENTERLINE TRUNK HIGHWAY
 QO2066'10 EASTBOUND AT MILEPOINT 237.6.
 QO2066
 QO2066                          STATION RECOVERY (1992)
 QO2066
 QO2066'RECOVERY NOTE BY US POWER SQUADRON 1992 (TJZ)
 QO2066'RECOVERED IN GOOD CONDITION.
 QO2066
 QO2066                          STATION RECOVERY (2003)
 QO2066
 QO2066'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO2066'IN MOUNDS VIEW, 0.8 MILES NORTHWEST OF EASTBOUND TRUNK HIGHWAY 10
 QO2066'BRIDGE 9586 OVER INTERSTATE HIGHWAY 35W, AT TRUNK HIGHWAY 10 MILEPOINT
 QO2066'237.6, 55 FEET SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 10, 66 FEET
 QO2066'SOUTHEAST OF DRIVEWAY OF HOUSE AT 2280 TRUNK HIGHWAY 10, 55 FEET
 QO2066'NORTHWEST OF DRIVEWAY, 14 FEET NORTHEAST POWER POLE, 8 FEET NORTH OF
 QO2066'TELEPHONE MANHOLE, IN 1996 DISTRICT SURVEYS FOUND WITNESS POST
 QO2066'GONE-PVC AROUND DISK BROKEN-BUT DISK IN GOOD SHAPE, REPLACED SLEEVE
 QO2066'AND WITNESS POST IN 2003, 3 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2069 ***********************************************************************
 QO2069  DESIGNATION -  6205 A
 QO2069  PID         -  QO2069
 QO2069  STATE/COUNTY-  MN/RAMSEY
 QO2069  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2069
 QO2069                         *CURRENT SURVEY CONTROL
 QO2069  ___________________________________________________________________
 QO2069* NAD 83(1986)-  45 05 17.     (N)    093 11 14.     (W)     SCALED    
 QO2069* NAVD 88     -       277.395  (meters)     910.09   (feet)  ADJUSTED  
 QO2069  ___________________________________________________________________
 QO2069  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 QO2069  DYNAMIC HT  -         277.389 (meters)     910.07  (feet)  COMP
 QO2069  MODELED GRAV-     980,589.6   (mgal)                       NAVD 88
 QO2069
 QO2069  VERT ORDER  -  SECOND    CLASS II
 QO2069
 QO2069.The horizontal coordinates were scaled from a topographic map and have
 QO2069.an estimated accuracy of +/- 6 seconds.
 QO2069
 QO2069.The orthometric height was determined by differential leveling
 QO2069.and adjusted by the National Geodetic Survey in June 1991..
 QO2069
 QO2069.Photographs are available for this station.
 QO2069
 QO2069.The geoid height was determined by GEOID03.
 QO2069
 QO2069.The dynamic height is computed by dividing the NAVD 88
 QO2069.geopotential number by the normal gravity value computed on the
 QO2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2069.degrees latitude (g = 980.6199 gals.).
 QO2069
 QO2069.The modeled gravity was interpolated from observed gravity values.
 QO2069
 QO2069;                    North         East    Units  Estimated Accuracy
 QO2069;SPC MN S     -   332,330.      863,980.      MT  (+/- 180 meters Scaled)
 QO2069
 QO2069                          SUPERSEDED SURVEY CONTROL
 QO2069
 QO2069.No superseded survey control is available for this station.
 QO2069
 QO2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK852927(NAD 83)
 QO2069_MARKER: DV = VERTICAL CONTROL DISK
 QO2069_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2069_SP_SET: BRIDGE ABUTMENT
 QO2069_STAMPING: 6205 A 1979
 QO2069_MARK LOGO: MNDT  
 QO2069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2069
 QO2069  HISTORY     - Date     Condition        Report By
 QO2069  HISTORY     - 1979     MONUMENTED       MNDT
 QO2069  HISTORY     - 19920822 GOOD             USPSQD
 QO2069  HISTORY     - 20030710 GOOD             MNDT
 QO2069
 QO2069                          STATION DESCRIPTION
 QO2069
 QO2069'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2069'IN ARDEN HILLS.
 QO2069'THE MARK IS LOCATED IN THE TOWN OF ARDEN HILLS, AT THE JUNCTION OF
 QO2069'TRUNK HIGHWAY 10 EASTBOUND AND INTERSTATE HIGHWAY 35W, IN THE NW 1/4
 QO2069'OF SECTION 16, T30N, R23W.  THE MARK, A STANDARD MNDT VERTICAL
 QO2069'CONTROL MARK DISK STAMPED---6205 A 1979---, IS SET IN THE SOUTHEAST
 QO2069'CORNER OF BRIDGE NUMBER 9586, TRUNK HIGHWAY 10 EASTBOUND OVER
 QO2069'INTERSTATE HIGHWAY 35W.
 QO2069
 QO2069                          STATION RECOVERY (1992)
 QO2069
 QO2069'RECOVERY NOTE BY US POWER SQUADRON 1992 (TJZ)
 QO2069'RECOVERED IN GOOD CONDITION.
 QO2069
 QO2069                          STATION RECOVERY (2003)
 QO2069
 QO2069'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO2069'IN ARDEN HILLS, AT JUNCTION OF EASTBOUND TRUNK HIGHWAY 10 AND
 QO2069'INTERSTATE HIGHWAY 35W, IN SOUTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY
 QO2069'10 BRIDGE 9586 OVER INTERSTATE HIGHWAY 35W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2068 ***********************************************************************
 QO2068  DESIGNATION -  6205 B
 QO2068  PID         -  QO2068
 QO2068  STATE/COUNTY-  MN/RAMSEY
 QO2068  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2068
 QO2068                         *CURRENT SURVEY CONTROL
 QO2068  ___________________________________________________________________
 QO2068* NAD 83(1986)-  45 05 31.     (N)    093 11 15.     (W)     SCALED    
 QO2068* NAVD 88     -       276.913  (meters)     908.51   (feet)  ADJUSTED  
 QO2068  ___________________________________________________________________
 QO2068  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 QO2068  DYNAMIC HT  -         276.908 (meters)     908.49  (feet)  COMP
 QO2068  MODELED GRAV-     980,590.0   (mgal)                       NAVD 88
 QO2068
 QO2068  VERT ORDER  -  SECOND    CLASS II
 QO2068
 QO2068.The horizontal coordinates were scaled from a topographic map and have
 QO2068.an estimated accuracy of +/- 6 seconds.
 QO2068
 QO2068.The orthometric height was determined by differential leveling
 QO2068.and adjusted by the National Geodetic Survey in June 1991..
 QO2068
 QO2068.Photographs are available for this station.
 QO2068
 QO2068.The geoid height was determined by GEOID03.
 QO2068
 QO2068.The dynamic height is computed by dividing the NAVD 88
 QO2068.geopotential number by the normal gravity value computed on the
 QO2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2068.degrees latitude (g = 980.6199 gals.).
 QO2068
 QO2068.The modeled gravity was interpolated from observed gravity values.
 QO2068
 QO2068;                    North         East    Units  Estimated Accuracy
 QO2068;SPC MN S     -   332,760.      863,960.      MT  (+/- 180 meters Scaled)
 QO2068
 QO2068                          SUPERSEDED SURVEY CONTROL
 QO2068
 QO2068.No superseded survey control is available for this station.
 QO2068
 QO2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK852931(NAD 83)
 QO2068_MARKER: DV = VERTICAL CONTROL DISK
 QO2068_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2068_SP_SET: BRIDGE ABUTMENT
 QO2068_STAMPING: 6205 B 1979
 QO2068_MARK LOGO: MNDT  
 QO2068_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2068+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 QO2068
 QO2068  HISTORY     - Date     Condition        Report By
 QO2068  HISTORY     - 1979     MONUMENTED       MNDT
 QO2068  HISTORY     - 19920822 GOOD             USPSQD
 QO2068  HISTORY     - 20030710 GOOD             MNDT
 QO2068  HISTORY     - 20051113 GOOD             USPSQD
 QO2068
 QO2068                          STATION DESCRIPTION
 QO2068
 QO2068'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2068'IN ARDEN HILLS.
 QO2068'THE MARK IS LOCATED IN THE TOWN OF ARDEN HILLS, AT THE JUNCTION OF
 QO2068'TRUNK HIGHWAY 10 WESTBOUND AND INTERSTATE HIGHWAY 35W, IN THE NW 1/4
 QO2068'OF SECTION 16, T30N, R23W.  THE MARK, A STANDARD MNDT VERTICAL
 QO2068'CONTROL MARK DISK STAMPED---6205 B 1979---, IS SET IN THE NORTHEAST
 QO2068'CORNER OF BRIDGE NUMBER 9585, TRUNK HIGHWAY 10 WESTBOUND OVER
 QO2068'INTERSTATE HIGHWAY 35W.
 QO2068
 QO2068                          STATION RECOVERY (1992)
 QO2068
 QO2068'RECOVERY NOTE BY US POWER SQUADRON 1992 (TJZ)
 QO2068'RECOVERED IN GOOD CONDITION.
 QO2068
 QO2068                          STATION RECOVERY (2003)
 QO2068
 QO2068'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO2068'IN ARDEN HILLS, AT JUNCTION OF WB TRUNK HIGHWAY 10 AND INTERSTATE
 QO2068'HIGHWAY 35W, IN NORTHEAST CORNER OF WB TRUNK HIGHWAY 10 BRIDGE 9585
 QO2068'OVER INTERSTATE HIGHWAY 35W
 QO2068
 QO2068                          STATION RECOVERY (2005)
 QO2068
 QO2068'RECOVERY NOTE BY US POWER SQUADRON 2005 (SJT)
 QO2068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0657 ***********************************************************************
 QO0657  DESIGNATION -  6211 B
 QO0657  PID         -  QO0657
 QO0657  STATE/COUNTY-  MN/RAMSEY
 QO0657  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0657
 QO0657                         *CURRENT SURVEY CONTROL
 QO0657  ___________________________________________________________________
 QO0657* NAD 83(1986)-  45 00 42.     (N)    093 02 31.     (W)     SCALED    
 QO0657* NAVD 88     -       273.454  (meters)     897.16   (feet)  ADJUSTED  
 QO0657  ___________________________________________________________________
 QO0657  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 QO0657  DYNAMIC HT  -         273.448 (meters)     897.14  (feet)  COMP
 QO0657  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 QO0657
 QO0657  VERT ORDER  -  SECOND    CLASS 0
 QO0657
 QO0657.The horizontal coordinates were scaled from a topographic map and have
 QO0657.an estimated accuracy of +/- 6 seconds.
 QO0657
 QO0657.The orthometric height was determined by differential leveling
 QO0657.and adjusted by the National Geodetic Survey in June 1991..
 QO0657
 QO0657.The geoid height was determined by GEOID03.
 QO0657
 QO0657.The dynamic height is computed by dividing the NAVD 88
 QO0657.geopotential number by the normal gravity value computed on the
 QO0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0657.degrees latitude (g = 980.6199 gals.).
 QO0657
 QO0657.The modeled gravity was interpolated from observed gravity values.
 QO0657
 QO0657;                    North         East    Units  Estimated Accuracy
 QO0657;SPC MN S     -   323,970.      875,520.      MT  (+/- 180 meters Scaled)
 QO0657
 QO0657                          SUPERSEDED SURVEY CONTROL
 QO0657
 QO0657  NGVD 29 (??/??/92)  273.401  (m)          896.98   (f) ADJ UNCH    2 0
 QO0657
 QO0657.Superseded values are not recommended for survey control.
 QO0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0657.See file dsdata.txt to determine how the superseded data were derived.
 QO0657
 QO0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK966842(NAD 83)
 QO0657_MARKER: DB = BENCH MARK DISK
 QO0657_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0657_SP_SET: BRIDGE ABUTMENT
 QO0657_STAMPING: 6211 B 1971
 QO0657_MARK LOGO: MNDT  
 QO0657_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0657+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2003
 QO0657
 QO0657  HISTORY     - Date     Condition        Report By
 QO0657  HISTORY     - 1971     MONUMENTED       MNDT
 QO0657  HISTORY     - 1987     GOOD             USPSQD
 QO0657  HISTORY     - 19881001 GOOD             USPSQD
 QO0657  HISTORY     - 20030811 GOOD             MNDT
 QO0657
 QO0657                          STATION DESCRIPTION
 QO0657
 QO0657'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0657'IN MAPLEWOOD.
 QO0657'MARK IS LOCATED 0.6 MILES EAST ALONG T.H. 36 FROM THE JUNCTION OF T.H.
 QO0657'36 AND T.H. 61 IN MAPLEWOOD, AT T.H. 61 MILE MARKER 8.5, IN THE
 QO0657'BURLINGTON NORTHERN RAILROAD OVERPASS BRIDGE NO. 6402, 6 FEET NORTH OF
 QO0657'THE SOUTH END OF THE BRIDGE, 6 FEET EAST OF THE EAST RAIL, 2 INCHES
 QO0657'EAST OF THE EAST BRIDGE RAILING, 4 INCHES NORTH OF THE NORTH FACE OF
 QO0657'THE SOUTHEAST ABUTMENT PILLAR.  SW 1/4 SECTION 10, T 29N, R 22W.
 QO0657
 QO0657                          STATION RECOVERY (1987)
 QO0657
 QO0657'RECOVERY NOTE BY US POWER SQUADRON 1987 (JV)
 QO0657'RECOVERED IN GOOD CONDITION.
 QO0657
 QO0657                          STATION RECOVERY (1988)
 QO0657
 QO0657'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 QO0657'RECOVERED IN GOOD CONDITION.
 QO0657
 QO0657                          STATION RECOVERY (2003)
 QO0657
 QO0657'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0657'0.6 MILES EAST OF JUNCTION TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 36 AT
 QO0657'MAPLEWOOD, TRUNK HIGHWAY 36 MILEPOINT 7.5, IN SOUTHEAST CORNER OF
 QO0657'ABANDONED RAILROAD BRIDGE 6402 OVER TRUNK HIGHWAY 36, 2 INCHES EAST OF
 QO0657'EAST BRIDGE RAILING, 4 INCHES NORTH OF NORTH FACE OF SOUTHEAST
 QO0657'ABUTMENT PILLAR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0119 ***********************************************************************
 QO0119  DESIGNATION -  6211 D
 QO0119  PID         -  QO0119
 QO0119  STATE/COUNTY-  MN/RAMSEY
 QO0119  USGS QUAD   -  WHITE BEAR LAKE EAST (1993)
 QO0119
 QO0119                         *CURRENT SURVEY CONTROL
 QO0119  ___________________________________________________________________
 QO0119* NAD 83(1986)-  45 00 46.     (N)    093 00 00.     (W)     SCALED    
 QO0119* NAVD 88     -       289.924  (meters)     951.19   (feet)  ADJUSTED  
 QO0119  ___________________________________________________________________
 QO0119  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 QO0119  DYNAMIC HT  -         289.917 (meters)     951.17  (feet)  COMP
 QO0119  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 QO0119
 QO0119  VERT ORDER  -  SECOND    CLASS 0
 QO0119
 QO0119.The horizontal coordinates were scaled from a topographic map and have
 QO0119.an estimated accuracy of +/- 6 seconds.
 QO0119
 QO0119.The orthometric height was determined by differential leveling
 QO0119.and adjusted by the National Geodetic Survey in June 1991..
 QO0119
 QO0119.The geoid height was determined by GEOID03.
 QO0119
 QO0119.The dynamic height is computed by dividing the NAVD 88
 QO0119.geopotential number by the normal gravity value computed on the
 QO0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0119.degrees latitude (g = 980.6199 gals.).
 QO0119
 QO0119.The modeled gravity was interpolated from observed gravity values.
 QO0119
 QO0119;                    North         East    Units  Estimated Accuracy
 QO0119;SPC MN S     -   324,130.      878,820.      MT  (+/- 180 meters Scaled)
 QO0119
 QO0119                          SUPERSEDED SURVEY CONTROL
 QO0119
 QO0119  NGVD 29 (??/??/92)  289.867  (m)          951.01   (f) ADJ UNCH    2 0
 QO0119
 QO0119.Superseded values are not recommended for survey control.
 QO0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0119.See file dsdata.txt to determine how the superseded data were derived.
 QO0119
 QO0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK000843(NAD 83)
 QO0119_MARKER: DD = SURVEY DISK
 QO0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0119_SP_SET: SLAB
 QO0119_STAMPING: 6211-D 1971
 QO0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0119
 QO0119  HISTORY     - Date     Condition        Report By
 QO0119  HISTORY     - 1971     MONUMENTED       MNDT
 QO0119  HISTORY     - 198810   MARK NOT FOUND   USPSQD
 QO0119  HISTORY     - 20030818 MARK NOT FOUND   MNDT
 QO0119
 QO0119                          STATION DESCRIPTION
 QO0119
 QO0119'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0119'IN NORTH ST PAUL.
 QO0119'MARK IS LOCATED 0.9 MILES SOUTHWEST ALONG T.H. 36 FROM THE JUNCTION OF
 QO0119'T.H. 36 AND T.H. 120 IN NORTH ST. PAUL, 2.6 MILES EAST ALONG T.H. 36
 QO0119'FROM T.H. 61, 41 FEET NORTH OF AND ABOUT LEVEL WITH T.H. 36 WEST BOUND
 QO0119'CENTERLINE, 69.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 1 STORY
 QO0119'BRICK BUILDING (NO. 2403), 6.2 FEET SOUTH OF THE NORTHEAST CORNER OF
 QO0119'AN IRREGULAR SHAPED CONCRETE SLAB APPROXIMATELY 16 FEET BY 25 FEET AND
 QO0119'8 FEET DEEP, 1 FOOT WEST OF A STEEL WITNESS POST AND FLUSH WITH THE
 QO0119'GROUND.  NOTE-- CONCRETE STRUCTURE IS A HOUSING FOR 30 INCH AND 40
 QO0119'INCH STORM SEWER OUTLETS.  SW 1/4 SECTION 12, T 29N, R 22W.
 QO0119
 QO0119                          STATION RECOVERY (1988)
 QO0119
 QO0119'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMJ)
 QO0119'MARK NOT FOUND.
 QO0119
 QO0119                          STATION RECOVERY (2003)
 QO0119
 QO0119'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0119'AT NORTH ST PAUL, 0.9 MILES SOUTHWEST OF JUNCTION TRUNK HIGHWAY 36 AND
 QO0119'TRUNK HIGHWAY 120, 2.6 MILES EAST OF TRUNK HIGHWAY 61, 41 FEET NORTH
 QO0119'OF WB TRUNK HIGHWAY 36, 69.3 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 QO0119'1-STORY BRICK BUILDING 2403, 6.2 FEET SOUTH OF 16 FEET BY 25 FEET BY 8
 QO0119'FEET DEEP CONCRETE SLAB, 1 FEET WEST WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2251 ***********************************************************************
 QO2251  DESIGNATION -  6211 F RESET
 QO2251  PID         -  QO2251
 QO2251  STATE/COUNTY-  MN/RAMSEY
 QO2251  USGS QUAD   -  WHITE BEAR LAKE EAST (1993)
 QO2251
 QO2251                         *CURRENT SURVEY CONTROL
 QO2251  ___________________________________________________________________
 QO2251* NAD 83(1986)-  45 01 11.     (N)    092 59 04.     (W)     SCALED    
 QO2251* NAVD 88     -       301.68   (meters)     989.8    (feet)  RESET     
 QO2251  ___________________________________________________________________
 QO2251  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 QO2251
 QO2251  VERT ORDER  -  THIRD
 QO2251
 QO2251.The horizontal coordinates were scaled from a topographic map and have
 QO2251.an estimated accuracy of +/- 6 seconds.
 QO2251
 QO2251.The orthometric height was computed from unverified reset data.
 QO2251
 QO2251.The geoid height was determined by GEOID03.
 QO2251
 QO2251;                    North         East    Units  Estimated Accuracy
 QO2251;SPC MN S     -   324,920.      880,040.      MT  (+/- 180 meters Scaled)
 QO2251
 QO2251                          SUPERSEDED SURVEY CONTROL
 QO2251
 QO2251.No superseded survey control is available for this station.
 QO2251
 QO2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK012851(NAD 83)
 QO2251_MARKER: DV = VERTICAL CONTROL DISK
 QO2251_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2251_SP_SET: COPPER-CLAD STEEL ROD
 QO2251_STAMPING: 6211 F RESET 1978
 QO2251_MARK LOGO: MNDT  
 QO2251_PROJECTION: RECESSED 8 CENTIMETERS
 QO2251_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2251+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2003
 QO2251_ROD/PIPE-DEPTH: 12.2 meters
 QO2251
 QO2251  HISTORY     - Date     Condition        Report By
 QO2251  HISTORY     - 1978     MONUMENTED       MNDT
 QO2251  HISTORY     - 20030811 GOOD             MNDT
 QO2251
 QO2251                          STATION DESCRIPTION
 QO2251
 QO2251'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO2251'IN NORTH ST PAUL.
 QO2251'LOCATED NEAR THE INTERSECTION OF TH 36 AND TH 120 IN NORTH ST. PAUL,
 QO2251'NEAR A SMALL GREENHOUSE, ABOUT 400 FEET SOUTHWEST OF THE INTER-SECTION
 QO2251'49.0 FEET NORTHWEST OF THE CENTERLINE OF TH 36 WESTBOUND, 3.3 FEET
 QO2251'NORTH OF A 12 INCH GUARD POST, 2.3 FEET SOUTH OF A 12-INCH GUARD POST,
 QO2251'AND A MNHD VERTICAL CONTROL MARK DISK CRIMPED TO THE TOP OF A 5/8 INCH
 QO2251'COPPER CLAD STEEL ROD DRIVEN 40 FEET.
 QO2251
 QO2251                          STATION RECOVERY (2003)
 QO2251
 QO2251'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO2251'IN NORTH ST PAUL, 250 FEET WEST OF JUNCTION TRUNK HIGHWAY 36 AND TRUNK
 QO2251'HIGHWAY 120, AT TRUNK HIGHWAY 36 MILEPOINT 10.4, 49 FEET NORTHWEST OF
 QO2251'WB TRUNK HIGHWAY 36, 3.3 FEET NORTH OF GUARD POST, 2.3 FEET SOUTH OF
 QO2251'GUARD POST, 3.0 FEET NORTH OF WITNESS POST, RECESSED 3 INCHES BELOW
 QO2251'ACCESS COVER, MAGNETIC, SUITABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0636 ***********************************************************************
 QO0636  DESIGNATION -  6212 A
 QO0636  PID         -  QO0636
 QO0636  STATE/COUNTY-  MN/RAMSEY
 QO0636  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0636
 QO0636                         *CURRENT SURVEY CONTROL
 QO0636  ___________________________________________________________________
 QO0636* NAD 83(1986)-  45 00 36.     (N)    093 11 11.     (W)     SCALED    
 QO0636* NAVD 88     -       293.063  (meters)     961.49   (feet)  ADJUSTED  
 QO0636  ___________________________________________________________________
 QO0636  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 QO0636  DYNAMIC HT  -         293.055 (meters)     961.46  (feet)  COMP
 QO0636  MODELED GRAV-     980,579.9   (mgal)                       NAVD 88
 QO0636
 QO0636  VERT ORDER  -  SECOND    CLASS 0
 QO0636
 QO0636.The horizontal coordinates were scaled from a topographic map and have
 QO0636.an estimated accuracy of +/- 6 seconds.
 QO0636
 QO0636.The orthometric height was determined by differential leveling
 QO0636.and adjusted by the National Geodetic Survey in June 1991..
 QO0636
 QO0636.The geoid height was determined by GEOID03.
 QO0636
 QO0636.The dynamic height is computed by dividing the NAVD 88
 QO0636.geopotential number by the normal gravity value computed on the
 QO0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0636.degrees latitude (g = 980.6199 gals.).
 QO0636
 QO0636.The modeled gravity was interpolated from observed gravity values.
 QO0636
 QO0636;                    North         East    Units  Estimated Accuracy
 QO0636;SPC MN S     -   323,660.      864,140.      MT  (+/- 180 meters Scaled)
 QO0636
 QO0636                          SUPERSEDED SURVEY CONTROL
 QO0636
 QO0636  NGVD 29 (??/??/92)  293.002  (m)          961.29   (f) ADJ UNCH    2 0
 QO0636
 QO0636.Superseded values are not recommended for survey control.
 QO0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0636.See file dsdata.txt to determine how the superseded data were derived.
 QO0636
 QO0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK853840(NAD 83)
 QO0636_MARKER: DD = SURVEY DISK
 QO0636_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0636_SP_SET: BRIDGE
 QO0636_STAMPING: 6212-A 1971
 QO0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0636
 QO0636  HISTORY     - Date     Condition        Report By
 QO0636  HISTORY     - 1971     MONUMENTED       MNDT
 QO0636  HISTORY     - 1973     GOOD             MNDT
 QO0636  HISTORY     - 1985     GOOD             USPSQD
 QO0636  HISTORY     - 1987     GOOD             USPSQD
 QO0636  HISTORY     - 1990     GOOD             USPSQD
 QO0636  HISTORY     - 19940910 GOOD             USPSQD
 QO0636
 QO0636                          STATION DESCRIPTION
 QO0636
 QO0636'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0636'IN ROSEVILLE.
 QO0636'MARK IS LOCATED NEAR THE EAST JUNCTION OF FAI 35-W AND T.H. 36 IN
 QO0636'ROSEVILLE, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9277, EASTBOUND T.H.
 QO0636'36 OVER CLEVELAND AVENUE.  SW 1/4 SECTION 9, T 29N, R 23W.
 QO0636
 QO0636                          STATION RECOVERY (1973)
 QO0636
 QO0636'RECOVERY NOTE BY MN DEPT OF TRANSP 1973
 QO0636'THE MARK IS 0.9 MILE EAST ON INTERSTATE 35W AND TRUNK HIGHWAY 36 FROM
 QO0636'THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 35W IN ROSEVILLE AND
 QO0636'IS AT THE JUNCTION OF INTERSTATE 35W AND TRUNK HIGHWAY 36 IN
 QO0636'ROSEVILLE. IT IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE
 QO0636'NUMBER 9276 (WESTBOUND TRUNK HIGHWAY 36 OVER CLEVELAND AVENUE AND IS
 QO0636'ABOUT LEVEL WITH TRUNK HIGHWAY 36).
 QO0636
 QO0636                          STATION RECOVERY (1985)
 QO0636
 QO0636'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0636'RECOVERED IN GOOD CONDITION.
 QO0636
 QO0636                          STATION RECOVERY (1987)
 QO0636
 QO0636'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLV)
 QO0636'RECOVERED IN GOOD CONDITION.
 QO0636
 QO0636                          STATION RECOVERY (1990)
 QO0636
 QO0636'RECOVERY NOTE BY US POWER SQUADRON 1990 (KT)
 QO0636'RECOVERED IN GOOD CONDITION.
 QO0636
 QO0636                          STATION RECOVERY (1994)
 QO0636
 QO0636'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0637 ***********************************************************************
 QO0637  DESIGNATION -  6212 B
 QO0637  PID         -  QO0637
 QO0637  STATE/COUNTY-  MN/RAMSEY
 QO0637  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0637
 QO0637                         *CURRENT SURVEY CONTROL
 QO0637  ___________________________________________________________________
 QO0637* NAD 83(1986)-  45 00 36.     (N)    093 10 34.     (W)     SCALED    
 QO0637* NAVD 88     -       293.441  (meters)     962.73   (feet)  ADJUSTED  
 QO0637  ___________________________________________________________________
 QO0637  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 QO0637  DYNAMIC HT  -         293.433 (meters)     962.70  (feet)  COMP
 QO0637  MODELED GRAV-     980,579.7   (mgal)                       NAVD 88
 QO0637
 QO0637  VERT ORDER  -  SECOND    CLASS 0
 QO0637
 QO0637.The horizontal coordinates were scaled from a topographic map and have
 QO0637.an estimated accuracy of +/- 6 seconds.
 QO0637
 QO0637.The orthometric height was determined by differential leveling
 QO0637.and adjusted by the National Geodetic Survey in June 1991..
 QO0637
 QO0637.The geoid height was determined by GEOID03.
 QO0637
 QO0637.The dynamic height is computed by dividing the NAVD 88
 QO0637.geopotential number by the normal gravity value computed on the
 QO0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0637.degrees latitude (g = 980.6199 gals.).
 QO0637
 QO0637.The modeled gravity was interpolated from observed gravity values.
 QO0637
 QO0637;                    North         East    Units  Estimated Accuracy
 QO0637;SPC MN S     -   323,670.      864,950.      MT  (+/- 180 meters Scaled)
 QO0637
 QO0637                          SUPERSEDED SURVEY CONTROL
 QO0637
 QO0637  NGVD 29 (??/??/92)  293.381  (m)          962.53   (f) ADJ UNCH    2 0
 QO0637
 QO0637.Superseded values are not recommended for survey control.
 QO0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0637.See file dsdata.txt to determine how the superseded data were derived.
 QO0637
 QO0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK861840(NAD 83)
 QO0637_MARKER: DD = SURVEY DISK
 QO0637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0637_SP_SET: BRIDGE
 QO0637_STAMPING: 6212-B 1971
 QO0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0637
 QO0637  HISTORY     - Date     Condition        Report By
 QO0637  HISTORY     - 1971     MONUMENTED       MNDT
 QO0637  HISTORY     - 1985     GOOD             USPSQD
 QO0637  HISTORY     - 1987     GOOD             USPSQD
 QO0637  HISTORY     - 1990     GOOD             USPSQD
 QO0637  HISTORY     - 19940910 GOOD             USPSQD
 QO0637
 QO0637                          STATION DESCRIPTION
 QO0637
 QO0637'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0637'IN ROSEVILLE.
 QO0637'MARK IS LOCATED 0.5 MILES EAST ALONG T.H. 36 FROM THE EAST JUNCTION OF
 QO0637'FAI 35-W AND T.H. 36 IN ROSEVILLE, IN THE SOUTHEAST CORNER OF BRIDGE
 QO0637'NO. 62030, EASTBOUND T.H. 36 OVER FAIRVIEW AVENUE.  SE 1/4 SECTION 9,
 QO0637'T 29N, R 23W.
 QO0637
 QO0637                          STATION RECOVERY (1985)
 QO0637
 QO0637'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0637'RECOVERED IN GOOD CONDITION.
 QO0637
 QO0637                          STATION RECOVERY (1987)
 QO0637
 QO0637'RECOVERY NOTE BY US POWER SQUADRON 1987 (JV)
 QO0637'RECOVERED IN GOOD CONDITION.
 QO0637
 QO0637                          STATION RECOVERY (1990)
 QO0637
 QO0637'RECOVERY NOTE BY US POWER SQUADRON 1990 (KT)
 QO0637'RECOVERED IN GOOD CONDITION.
 QO0637
 QO0637                          STATION RECOVERY (1994)
 QO0637
 QO0637'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0640 ***********************************************************************
 QO0640  DESIGNATION -  6212 C 3
 QO0640  PID         -  QO0640
 QO0640  STATE/COUNTY-  MN/RAMSEY
 QO0640  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0640
 QO0640                         *CURRENT SURVEY CONTROL
 QO0640  ___________________________________________________________________
 QO0640* NAD 83(1986)-  45 00 35.     (N)    093 09 43.     (W)     SCALED    
 QO0640* NAVD 88     -       285.132  (meters)     935.47   (feet)  ADJUSTED  
 QO0640  ___________________________________________________________________
 QO0640  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 QO0640  DYNAMIC HT  -         285.124 (meters)     935.44  (feet)  COMP
 QO0640  MODELED GRAV-     980,579.2   (mgal)                       NAVD 88
 QO0640
 QO0640  VERT ORDER  -  SECOND    CLASS 0
 QO0640
 QO0640.The horizontal coordinates were scaled from a topographic map and have
 QO0640.an estimated accuracy of +/- 6 seconds.
 QO0640
 QO0640.The orthometric height was determined by differential leveling
 QO0640.and adjusted by the National Geodetic Survey in June 1991..
 QO0640
 QO0640.The geoid height was determined by GEOID03.
 QO0640
 QO0640.The dynamic height is computed by dividing the NAVD 88
 QO0640.geopotential number by the normal gravity value computed on the
 QO0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0640.degrees latitude (g = 980.6199 gals.).
 QO0640
 QO0640.The modeled gravity was interpolated from observed gravity values.
 QO0640
 QO0640;                    North         East    Units  Estimated Accuracy
 QO0640;SPC MN S     -   323,650.      866,060.      MT  (+/- 180 meters Scaled)
 QO0640
 QO0640                          SUPERSEDED SURVEY CONTROL
 QO0640
 QO0640  NGVD 29 (??/??/92)  285.073  (m)          935.28   (f) ADJ UNCH    2 0
 QO0640
 QO0640.Superseded values are not recommended for survey control.
 QO0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0640.See file dsdata.txt to determine how the superseded data were derived.
 QO0640
 QO0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK872840(NAD 83)
 QO0640_MARKER: DB = BENCH MARK DISK
 QO0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0640_SP_SET: CONCRETE FOOTING
 QO0640_STAMPING: 6212 C 3 1971
 QO0640_MARK LOGO: MNDT  
 QO0640_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0640+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2003
 QO0640
 QO0640  HISTORY     - Date     Condition        Report By
 QO0640  HISTORY     - 1971     MONUMENTED       MNDT
 QO0640  HISTORY     - 1990     GOOD             USPSQD
 QO0640  HISTORY     - 19960624 GOOD             MNDT
 QO0640  HISTORY     - 20030813 GOOD             MNDT
 QO0640
 QO0640                          STATION DESCRIPTION
 QO0640
 QO0640'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0640'IN ROSEVILLE.
 QO0640'MARK IS LOCATED 1.25 MILES EAST ALONG T.H. 36 FROM THE EAST JUNCTION
 QO0640'OF T.H. 36 AND FAI 35-W IN ROSEVILLE, 0.25 MILES EAST OF T.H. 51
 QO0640'(SNELLING AVENUE), 0.25 MILES WEST OF COUNTY ROAD 50 (HAMLINE AVENUE),
 QO0640'SOUTH OF EASTBOUND T.H. 36 STATION 124 + 63, NEAR THE NORTHEAST CORNER
 QO0640'A LARGE OFFICE BUILDING (STATE FARM INSURANCE), DRILLED IN THE TOP OF
 QO0640'A CONCRETE DITCH BLOCK (ENERGY DISAPATOR).  SW 1/4 SECTION 10, T 29N,
 QO0640'R 23W.
 QO0640
 QO0640                          STATION RECOVERY (1990)
 QO0640
 QO0640'RECOVERY NOTE BY US POWER SQUADRON 1990 (KT)
 QO0640'RECOVERED IN GOOD CONDITION.
 QO0640
 QO0640                          STATION RECOVERY (1996)
 QO0640
 QO0640'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 QO0640'THE MARK WAS RECOVERED AS DESCRIBED.
 QO0640
 QO0640                          STATION RECOVERY (2003)
 QO0640
 QO0640'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0640'AT ROSEVILLE, 1.25 MILES EAST OF JUNCTION TRUNK HIGHWAY 36 AND
 QO0640'INTERSTATE HIGHWAY 35W, 0.25 MILES WEST OF COUNTY ROAD 50 (HAMLINE
 QO0640'AVE), SOUTH OF EASTBOUND TRUNK HIGHWAY 36 STATION 124+63, 600 FEET
 QO0640'WEST-NORTHWEST OF NORTHEAST CORNER OF STATE FARM INSURANCE BUILDING,
 QO0640'IN TOP OF CONCRETE DITCH BLOCK ENERGY DISAPATOR, 3 FEET SOUTH OF
 QO0640'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0642 ***********************************************************************
 QO0642  DESIGNATION -  6212 D 1
 QO0642  PID         -  QO0642
 QO0642  STATE/COUNTY-  MN/RAMSEY
 QO0642  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0642
 QO0642                         *CURRENT SURVEY CONTROL
 QO0642  ___________________________________________________________________
 QO0642* NAD 83(1986)-  45 00 37.     (N)    093 09 23.     (W)     SCALED    
 QO0642* NAVD 88     -       289.321  (meters)     949.21   (feet)  ADJUSTED  
 QO0642  ___________________________________________________________________
 QO0642  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 QO0642  DYNAMIC HT  -         289.312 (meters)     949.18  (feet)  COMP
 QO0642  MODELED GRAV-     980,579.3   (mgal)                       NAVD 88
 QO0642
 QO0642  VERT ORDER  -  SECOND    CLASS 0
 QO0642
 QO0642.The horizontal coordinates were scaled from a topographic map and have
 QO0642.an estimated accuracy of +/- 6 seconds.
 QO0642
 QO0642.The orthometric height was determined by differential leveling
 QO0642.and adjusted by the National Geodetic Survey in June 1991..
 QO0642
 QO0642.The geoid height was determined by GEOID03.
 QO0642
 QO0642.The dynamic height is computed by dividing the NAVD 88
 QO0642.geopotential number by the normal gravity value computed on the
 QO0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0642.degrees latitude (g = 980.6199 gals.).
 QO0642
 QO0642.The modeled gravity was interpolated from observed gravity values.
 QO0642
 QO0642;                    North         East    Units  Estimated Accuracy
 QO0642;SPC MN S     -   323,710.      866,500.      MT  (+/- 180 meters Scaled)
 QO0642
 QO0642                          SUPERSEDED SURVEY CONTROL
 QO0642
 QO0642  NGVD 29 (??/??/92)  289.261  (m)          949.02   (f) ADJ UNCH    2 0
 QO0642
 QO0642.Superseded values are not recommended for survey control.
 QO0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0642.See file dsdata.txt to determine how the superseded data were derived.
 QO0642
 QO0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK876841(NAD 83)
 QO0642_MARKER: DB = BENCH MARK DISK
 QO0642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0642_SP_SET: BRIDGE CURB
 QO0642_STAMPING: 6212 D 1 1971
 QO0642_MARK LOGO: MNDT  
 QO0642_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0642+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2003
 QO0642
 QO0642  HISTORY     - Date     Condition        Report By
 QO0642  HISTORY     - 1971     MONUMENTED       MNDT
 QO0642  HISTORY     - 1985     GOOD             USPSQD
 QO0642  HISTORY     - 1987     GOOD             USPSQD
 QO0642  HISTORY     - 1989     GOOD             USPSQD
 QO0642  HISTORY     - 1990     GOOD             USPSQD
 QO0642  HISTORY     - 19960620 GOOD             MNDT
 QO0642  HISTORY     - 20030812 GOOD             MNDT
 QO0642
 QO0642                          STATION DESCRIPTION
 QO0642
 QO0642'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0642'IN ROSEVILLE.
 QO0642'MARK IS LOCATED 1.5 MILES EAST ALONG T.H. 36 FROM THE EAST JUNCTION OF
 QO0642'T.H. 36 AND FAI 35-W IN ROSEVILLE, 0.5 MILES EAST OF T.H. 51 (SNELLING
 QO0642'AVENUE), 0.5 MILES WEST OF T.H. 10 (LEXINGTON AVENUE) IN THE NORTHWEST
 QO0642'CORNER (CURB WEST OF GRAND RAIL) OF BRIDGE NO. 62035, COUNTY ROAD 50
 QO0642'(HAMLINE AVENUE) OVER T.H. 36.  SE 1/4 SECTION 10, T 29N, R 23W.
 QO0642
 QO0642                          STATION RECOVERY (1985)
 QO0642
 QO0642'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0642'RECOVERED IN GOOD CONDITION.
 QO0642
 QO0642                          STATION RECOVERY (1987)
 QO0642
 QO0642'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLV)
 QO0642'RECOVERED IN GOOD CONDITION.
 QO0642
 QO0642                          STATION RECOVERY (1989)
 QO0642
 QO0642'RECOVERY NOTE BY US POWER SQUADRON 1989 (RCS)
 QO0642'RECOVERED IN GOOD CONDITION.
 QO0642
 QO0642                          STATION RECOVERY (1990)
 QO0642
 QO0642'RECOVERY NOTE BY US POWER SQUADRON 1990 (KT)
 QO0642'RECOVERED IN GOOD CONDITION.
 QO0642
 QO0642                          STATION RECOVERY (1996)
 QO0642
 QO0642'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 QO0642'THE MARK WAS RECOVERED AS DESCRIBED.
 QO0642
 QO0642                          STATION RECOVERY (2003)
 QO0642
 QO0642'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0642'AT ROSEVILLE, 1.5 MILES EAST OF JUNCTION TRUNK HIGHWAY 36 AND
 QO0642'INTERSTATE HIGHWAY 35W, 0.5 MILES EAST OF SNELLING AVE, 0.5 MILES WEST
 QO0642'OF LEXINGTON AVE, IN NORTHWEST CORNER OF COUNTY ROAD 50 (HAMLINE AVE)
 QO0642'BRIDGE 62035 OVER TRUNK HIGHWAY 36, IN CURB OF WEST GUARDRAIL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0643 ***********************************************************************
 QO0643  DESIGNATION -  6212 E
 QO0643  PID         -  QO0643
 QO0643  STATE/COUNTY-  MN/RAMSEY
 QO0643  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0643
 QO0643                         *CURRENT SURVEY CONTROL
 QO0643  ___________________________________________________________________
 QO0643* NAD 83(1986)-  45 00 38.     (N)    093 08 47.     (W)     SCALED    
 QO0643* NAVD 88     -       292.167  (meters)     958.55   (feet)  ADJUSTED  
 QO0643  ___________________________________________________________________
 QO0643  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 QO0643  DYNAMIC HT  -         292.159 (meters)     958.52  (feet)  COMP
 QO0643  MODELED GRAV-     980,580.1   (mgal)                       NAVD 88
 QO0643
 QO0643  VERT ORDER  -  SECOND    CLASS 0
 QO0643
 QO0643.The horizontal coordinates were scaled from a topographic map and have
 QO0643.an estimated accuracy of +/- 6 seconds.
 QO0643
 QO0643.The orthometric height was determined by differential leveling
 QO0643.and adjusted by the National Geodetic Survey in June 1991..
 QO0643
 QO0643.The geoid height was determined by GEOID03.
 QO0643
 QO0643.The dynamic height is computed by dividing the NAVD 88
 QO0643.geopotential number by the normal gravity value computed on the
 QO0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0643.degrees latitude (g = 980.6199 gals.).
 QO0643
 QO0643.The modeled gravity was interpolated from observed gravity values.
 QO0643
 QO0643;                    North         East    Units  Estimated Accuracy
 QO0643;SPC MN S     -   323,750.      867,290.      MT  (+/- 180 meters Scaled)
 QO0643
 QO0643                          SUPERSEDED SURVEY CONTROL
 QO0643
 QO0643  NGVD 29 (??/??/92)  292.108  (m)          958.36   (f) ADJ UNCH    2 0
 QO0643
 QO0643.Superseded values are not recommended for survey control.
 QO0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0643.See file dsdata.txt to determine how the superseded data were derived.
 QO0643
 QO0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK884841(NAD 83)
 QO0643_MARKER: DD = SURVEY DISK
 QO0643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0643_SP_SET: BRIDGE CURB
 QO0643_STAMPING: 6212 E 1971
 QO0643_MARK LOGO: MNDT  
 QO0643_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0643+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2003
 QO0643
 QO0643  HISTORY     - Date     Condition        Report By
 QO0643  HISTORY     - 1971     MONUMENTED       MNDT
 QO0643  HISTORY     - 1987     GOOD             USPSQD
 QO0643  HISTORY     - 198904   GOOD             USPSQD
 QO0643  HISTORY     - 1990     GOOD             USPSQD
 QO0643  HISTORY     - 20030812 GOOD             MNDT
 QO0643
 QO0643                          STATION DESCRIPTION
 QO0643
 QO0643'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0643'IN ROSEVILLE.
 QO0643'MARK IS LOCATED 2.0 MILES EAST ALONG T.H. 36 FROM THE EAST JUNCTION OF
 QO0643'T.H. 36 AND FAI 35-W IN ROSEVILLE, 2 MILES WEST ALONG T.H. 36 FROM THE
 QO0643'JUNCTION OF T.H. 49 (RICE STREET) AND T.H. 36 IN ROSEVILLE - LITTLE
 QO0643'CANADA, IN THE SOUTHEAST CORNER (CURB) OF BRIDGE NO. 5723, T.H. 36
 QO0643'OVER T.H. 10 (LEXINGTON AVENUE).  SW 1/4 SECTION 11, T 29N, R 23W.
 QO0643
 QO0643                          STATION RECOVERY (1987)
 QO0643
 QO0643'RECOVERY NOTE BY US POWER SQUADRON 1987 (LV)
 QO0643'RECOVERED IN GOOD CONDITION.
 QO0643
 QO0643                          STATION RECOVERY (1989)
 QO0643
 QO0643'RECOVERY NOTE BY US POWER SQUADRON 1989 (MOB)
 QO0643'RECOVERED IN GOOD CONDITION.
 QO0643
 QO0643                          STATION RECOVERY (1990)
 QO0643
 QO0643'RECOVERY NOTE BY US POWER SQUADRON 1990 (KT)
 QO0643'RECOVERED IN GOOD CONDITION.
 QO0643
 QO0643                          STATION RECOVERY (2003)
 QO0643
 QO0643'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0643'AT ROSEVILLE, 2.0 MILES EAST OF JUNCTION TRUNK HIGHWAY 36 AND
 QO0643'INTERSTATE HIGHWAY 35W, 2 MILES WEST OF RICE ST, IN SOUTHEAST CORNER
 QO0643'OF CURB ON TRUNK HIGHWAY 36 BRIDGE 5723 OVER LEXINGTON AVE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0653 ***********************************************************************
 QO0653  DESIGNATION -  6212 J
 QO0653  PID         -  QO0653
 QO0653  STATE/COUNTY-  MN/RAMSEY
 QO0653  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0653
 QO0653                         *CURRENT SURVEY CONTROL
 QO0653  ___________________________________________________________________
 QO0653* NAD 83(1986)-  45 00 34.     (N)    093 05 41.     (W)     SCALED    
 QO0653* NAVD 88     -       274.703  (meters)     901.25   (feet)  ADJUSTED  
 QO0653  ___________________________________________________________________
 QO0653  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 QO0653  DYNAMIC HT  -         274.696 (meters)     901.23  (feet)  COMP
 QO0653  MODELED GRAV-     980,582.4   (mgal)                       NAVD 88
 QO0653
 QO0653  VERT ORDER  -  SECOND    CLASS 0
 QO0653
 QO0653.The horizontal coordinates were scaled from a topographic map and have
 QO0653.an estimated accuracy of +/- 6 seconds.
 QO0653
 QO0653.The orthometric height was determined by differential leveling
 QO0653.and adjusted by the National Geodetic Survey in June 1991..
 QO0653
 QO0653.The geoid height was determined by GEOID03.
 QO0653
 QO0653.The dynamic height is computed by dividing the NAVD 88
 QO0653.geopotential number by the normal gravity value computed on the
 QO0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0653.degrees latitude (g = 980.6199 gals.).
 QO0653
 QO0653.The modeled gravity was interpolated from observed gravity values.
 QO0653
 QO0653;                    North         East    Units  Estimated Accuracy
 QO0653;SPC MN S     -   323,670.      871,360.      MT  (+/- 180 meters Scaled)
 QO0653
 QO0653                          SUPERSEDED SURVEY CONTROL
 QO0653
 QO0653  NGVD 29 (??/??/92)  274.648  (m)          901.07   (f) ADJ UNCH    2 0
 QO0653
 QO0653.Superseded values are not recommended for survey control.
 QO0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0653.See file dsdata.txt to determine how the superseded data were derived.
 QO0653
 QO0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK925840(NAD 83)
 QO0653_MARKER: DB = BENCH MARK DISK
 QO0653_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0653_SP_SET: BRIDGE ABUTMENT
 QO0653_STAMPING: 6212 J 1971
 QO0653_MARK LOGO: MNDT  
 QO0653_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0653+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2003
 QO0653
 QO0653  HISTORY     - Date     Condition        Report By
 QO0653  HISTORY     - 1971     MONUMENTED       MNDT
 QO0653  HISTORY     - 1987     GOOD             USPSQD
 QO0653  HISTORY     - 19881001 GOOD             USPSQD
 QO0653  HISTORY     - 20030811 GOOD             MNDT
 QO0653
 QO0653                          STATION DESCRIPTION
 QO0653
 QO0653'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0653'IN LITTLE CANADA.
 QO0653'MARK IS LOCATED 0.2 MILES WEST ALONG T.H. 36 FROM THE JUNCTION OF T.H.
 QO0653'36 AND FAI 35E IN LITTLE CANADA, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 QO0653'9212, SOO LINE RAILROAD OVER T.H. 36.  SE 1/4 SECTION 7, T 29N, R 22W.
 QO0653
 QO0653                          STATION RECOVERY (1987)
 QO0653
 QO0653'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLV)
 QO0653'RECOVERED IN GOOD CONDITION.
 QO0653
 QO0653                          STATION RECOVERY (1988)
 QO0653
 QO0653'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 QO0653'RECOVERED IN GOOD CONDITION.
 QO0653
 QO0653                          STATION RECOVERY (2003)
 QO0653
 QO0653'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0653'AT LITTLE CANADA, 0.2 MILES WEST OF JUNCTION TRUNK HIGHWAY 36 AND
 QO0653'INTERSTATE HIGHWAY 35E, IN SOUTHEAST CORNER OF RAILROAD BRIDGE 9212
 QO0653'OVER TRUNK HIGHWAY 36
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0654 ***********************************************************************
 QO0654  DESIGNATION -  6212 K
 QO0654  PID         -  QO0654
 QO0654  STATE/COUNTY-  MN/RAMSEY
 QO0654  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0654
 QO0654                         *CURRENT SURVEY CONTROL
 QO0654  ___________________________________________________________________
 QO0654* NAD 83(1986)-  45 00 34.     (N)    093 04 34.     (W)     SCALED    
 QO0654* NAVD 88     -       287.503  (meters)     943.25   (feet)  ADJUSTED  
 QO0654  ___________________________________________________________________
 QO0654  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 QO0654  DYNAMIC HT  -         287.495 (meters)     943.22  (feet)  COMP
 QO0654  MODELED GRAV-     980,582.8   (mgal)                       NAVD 88
 QO0654
 QO0654  VERT ORDER  -  SECOND    CLASS 0
 QO0654
 QO0654.The horizontal coordinates were scaled from a topographic map and have
 QO0654.an estimated accuracy of +/- 6 seconds.
 QO0654
 QO0654.The orthometric height was determined by differential leveling
 QO0654.and adjusted by the National Geodetic Survey in June 1991..
 QO0654
 QO0654.The geoid height was determined by GEOID03.
 QO0654
 QO0654.The dynamic height is computed by dividing the NAVD 88
 QO0654.geopotential number by the normal gravity value computed on the
 QO0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0654.degrees latitude (g = 980.6199 gals.).
 QO0654
 QO0654.The modeled gravity was interpolated from observed gravity values.
 QO0654
 QO0654;                    North         East    Units  Estimated Accuracy
 QO0654;SPC MN S     -   323,690.      872,830.      MT  (+/- 180 meters Scaled)
 QO0654
 QO0654                          SUPERSEDED SURVEY CONTROL
 QO0654
 QO0654  NGVD 29 (??/??/92)  287.448  (m)          943.07   (f) ADJ UNCH    2 0
 QO0654
 QO0654.Superseded values are not recommended for survey control.
 QO0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0654.See file dsdata.txt to determine how the superseded data were derived.
 QO0654
 QO0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK940840(NAD 83)
 QO0654_MARKER: DB = BENCH MARK DISK
 QO0654_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0654_SP_SET: BRIGE ABUTMENT
 QO0654_STAMPING: 6212 K 1971
 QO0654_MARK LOGO: MNDT  
 QO0654_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0654+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2003
 QO0654
 QO0654  HISTORY     - Date     Condition        Report By
 QO0654  HISTORY     - 1971     MONUMENTED       MNDT
 QO0654  HISTORY     - 1987     GOOD             USPSQD
 QO0654  HISTORY     - 20030811 GOOD             MNDT
 QO0654
 QO0654                          STATION DESCRIPTION
 QO0654
 QO0654'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0654'IN MAPLEWOOD.
 QO0654'MARK IS LOCATED 1.0 MILES WEST ALONG T.H. 36 FROM THE JUNCTION OF T.H.
 QO0654'36 AND T.H. 61 IN MAPLEWOOD, AT T.H. 36 MILE MARKER 5.8, IN THE
 QO0654'SOUTHEAST CORNER OF BRIDGE NO. 62006, COUNTY ROAD 58 (EDGERTON STREET)
 QO0654'OVER T.H. 36.  NOTE-- THIS MARK IS ALSO 0.6 MILES EAST ALONG T.H. 36
 QO0654'FROM THE JUNCTION OF T.H. 36 AND FAI 35-E IN LITTLE CANADA. SE 1/4
 QO0654'SECTION 8, T 29N, R 22W.
 QO0654
 QO0654                          STATION RECOVERY (1987)
 QO0654
 QO0654'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLV)
 QO0654'RECOVERED IN GOOD CONDITION.
 QO0654
 QO0654                          STATION RECOVERY (2003)
 QO0654
 QO0654'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0654'AT MAPLEWOOD, 1.0 MILES WEST OF JUNCTION TRUNK HIGHWAY 36 AND TRUNK
 QO0654'HIGHWAY 61, 0.6 MILES EAST OF INTERSTATE HIGHWAY 35E, IN SOUTHEAST
 QO0654'CORNER OF COUNTY ROAD 58 (EDGERTON ST) BRIDGE 62006 OVER TRUNK HIGHWAY
 QO0654'36
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0655 ***********************************************************************
 QO0655  DESIGNATION -  6212 L
 QO0655  PID         -  QO0655
 QO0655  STATE/COUNTY-  MN/RAMSEY
 QO0655  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0655
 QO0655                         *CURRENT SURVEY CONTROL
 QO0655  ___________________________________________________________________
 QO0655* NAD 83(1986)-  45 00 37.     (N)    093 03 57.     (W)     SCALED    
 QO0655* NAVD 88     -       272.544  (meters)     894.17   (feet)  ADJUSTED  
 QO0655  ___________________________________________________________________
 QO0655  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 QO0655  DYNAMIC HT  -         272.537 (meters)     894.15  (feet)  COMP
 QO0655  MODELED GRAV-     980,583.9   (mgal)                       NAVD 88
 QO0655
 QO0655  VERT ORDER  -  SECOND    CLASS 0
 QO0655
 QO0655.The horizontal coordinates were scaled from a topographic map and have
 QO0655.an estimated accuracy of +/- 6 seconds.
 QO0655
 QO0655.The orthometric height was determined by differential leveling
 QO0655.and adjusted by the National Geodetic Survey in June 1991..
 QO0655
 QO0655.The geoid height was determined by GEOID03.
 QO0655
 QO0655.The dynamic height is computed by dividing the NAVD 88
 QO0655.geopotential number by the normal gravity value computed on the
 QO0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0655.degrees latitude (g = 980.6199 gals.).
 QO0655
 QO0655.The modeled gravity was interpolated from observed gravity values.
 QO0655
 QO0655;                    North         East    Units  Estimated Accuracy
 QO0655;SPC MN S     -   323,790.      873,640.      MT  (+/- 180 meters Scaled)
 QO0655
 QO0655                          SUPERSEDED SURVEY CONTROL
 QO0655
 QO0655  NGVD 29 (??/??/92)  272.491  (m)          894.00   (f) ADJ UNCH    2 0
 QO0655
 QO0655.Superseded values are not recommended for survey control.
 QO0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0655.See file dsdata.txt to determine how the superseded data were derived.
 QO0655
 QO0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK948840(NAD 83)
 QO0655_MARKER: DB = BENCH MARK DISK
 QO0655_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0655_SP_SET: BRIDGE ABUTMENT
 QO0655_STAMPING: 6212 L 1971
 QO0655_MARK LOGO: MNDT  
 QO0655_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0655+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2003
 QO0655
 QO0655  HISTORY     - Date     Condition        Report By
 QO0655  HISTORY     - 1971     MONUMENTED       MNDT
 QO0655  HISTORY     - 1987     GOOD             USPSQD
 QO0655  HISTORY     - 19881001 GOOD             USPSQD
 QO0655  HISTORY     - 20030811 GOOD             MNDT
 QO0655
 QO0655                          STATION DESCRIPTION
 QO0655
 QO0655'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0655'IN MAPLEWOOD.
 QO0655'MARK IS LOCATED 0.6 MILES WEST ALONG T.H. 36 FROM THE JUNCTION OF T.H.
 QO0655'36 AND T.H. 61 IN MAPLEWOOD, AT T.H. 36 MILE MARKER 6.3, IN THE
 QO0655'SOUTHEAST CORNER OF BRIDGE NO. 62007, COUNTY ROAD 60 (ARCADE STREET)
 QO0655'OVER T.H. 36.  SW 1/4 SECTION 9, T 29N, R 22W.
 QO0655
 QO0655                          STATION RECOVERY (1987)
 QO0655
 QO0655'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLV)
 QO0655'RECOVERED IN GOOD CONDITION.
 QO0655
 QO0655                          STATION RECOVERY (1988)
 QO0655
 QO0655'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 QO0655'RECOVERED IN GOOD CONDITION.
 QO0655
 QO0655                          STATION RECOVERY (2003)
 QO0655
 QO0655'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0655'AT MAPLEWOOD, 0.6 MILES WEST OF JUNCTION TRUNK HIGHWAY 36 AND TRUNK
 QO0655'HIGHWAY 61, AT TRUNK HIGHWAY 36 MILEPOINT 6.3, IN SOUTHEAST CORNER OF
 QO0655'COUNTY ROAD 60 (ARCADE ST) BRIDGE 62007 OVER TRUNK HIGHWAY 36, 24.5
 QO0655'FEET EAST OF ARCADE ST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0656 ***********************************************************************
 QO0656  DESIGNATION -  6212 M
 QO0656  PID         -  QO0656
 QO0656  STATE/COUNTY-  MN/RAMSEY
 QO0656  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0656
 QO0656                         *CURRENT SURVEY CONTROL
 QO0656  ___________________________________________________________________
 QO0656* NAD 83(1986)-  45 00 41.     (N)    093 03 45.     (W)     SCALED    
 QO0656* NAVD 88     -       266.334  (meters)     873.80   (feet)  ADJUSTED  
 QO0656  ___________________________________________________________________
 QO0656  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 QO0656  DYNAMIC HT  -         266.328 (meters)     873.78  (feet)  COMP
 QO0656  MODELED GRAV-     980,584.2   (mgal)                       NAVD 88
 QO0656
 QO0656  VERT ORDER  -  SECOND    CLASS 0
 QO0656
 QO0656.The horizontal coordinates were scaled from a topographic map and have
 QO0656.an estimated accuracy of +/- 6 seconds.
 QO0656
 QO0656.The orthometric height was determined by differential leveling
 QO0656.and adjusted by the National Geodetic Survey in June 1991..
 QO0656
 QO0656.The geoid height was determined by GEOID03.
 QO0656
 QO0656.The dynamic height is computed by dividing the NAVD 88
 QO0656.geopotential number by the normal gravity value computed on the
 QO0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0656.degrees latitude (g = 980.6199 gals.).
 QO0656
 QO0656.The modeled gravity was interpolated from observed gravity values.
 QO0656
 QO0656;                    North         East    Units  Estimated Accuracy
 QO0656;SPC MN S     -   323,920.      873,900.      MT  (+/- 180 meters Scaled)
 QO0656
 QO0656                          SUPERSEDED SURVEY CONTROL
 QO0656
 QO0656  NGVD 29 (??/??/92)  266.281  (m)          873.62   (f) ADJ UNCH    2 0
 QO0656
 QO0656.Superseded values are not recommended for survey control.
 QO0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0656.See file dsdata.txt to determine how the superseded data were derived.
 QO0656
 QO0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK950842(NAD 83)
 QO0656_MARKER: DB = BENCH MARK DISK
 QO0656_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0656_SP_SET: BRIGE RAILING
 QO0656_STAMPING: 6212 M 1971
 QO0656_MARK LOGO: MNDT  
 QO0656_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0656+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2003
 QO0656
 QO0656  HISTORY     - Date     Condition        Report By
 QO0656  HISTORY     - 1971     MONUMENTED       MNDT
 QO0656  HISTORY     - 1987     GOOD             USPSQD
 QO0656  HISTORY     - 19881001 GOOD             USPSQD
 QO0656  HISTORY     - 20030811 GOOD             MNDT
 QO0656
 QO0656                          STATION DESCRIPTION
 QO0656
 QO0656'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0656'IN MAPLEWOOD.
 QO0656'MARK IS LOCATED 0.4 MILES WEST ALONG T.H. 36 FROM THE JUNCTION OF T.H.
 QO0656'36 AND T.H. 61 IN MAPLEWOOD, AT T.H. 36 MILE MARKER 6.5, IN THE TOP OF
 QO0656'THE EAST END OF THE SOUTH RAILING (3 FEET HIGHER THAN T.H. 36
 QO0656'CENTERLINE) OF BRIDGE NO. 5715, T.H. 36 OVER KELLER CREEK.  SW 1/4
 QO0656'SECTION 9, T 29N, R 22W.
 QO0656
 QO0656                          STATION RECOVERY (1987)
 QO0656
 QO0656'RECOVERY NOTE BY US POWER SQUADRON 1987 (LLV)
 QO0656'RECOVERED IN GOOD CONDITION.
 QO0656
 QO0656                          STATION RECOVERY (1988)
 QO0656
 QO0656'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 QO0656'RECOVERED IN GOOD CONDITION.
 QO0656
 QO0656                          STATION RECOVERY (2003)
 QO0656
 QO0656'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0656'AT MAPLEWOOD, 0.4 MILES WEST OF JUNCTION TRUNK HIGHWAY 36 AND TRUNK
 QO0656'HIGHWAY 61, AT TRUNK HIGHWAY 36 MILEPOINT 6.5, IN TOP OF EAST END OF
 QO0656'RAILING OF TRUNK HIGHWAY 36 BRIDGE 5715 OVER KELLER CREEK, SOUTH OF
 QO0656'EASTBOUND TRUNK HIGHWAY 36
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3184 ***********************************************************************
 PP3184  DESIGNATION -  6215 C
 PP3184  PID         -  PP3184
 PP3184  STATE/COUNTY-  MN/RAMSEY
 PP3184  USGS QUAD   -  ST PAUL WEST (1993)
 PP3184
 PP3184                         *CURRENT SURVEY CONTROL
 PP3184  ___________________________________________________________________
 PP3184* NAD 83(1986)-  44 58 38.     (N)    093 10 00.     (W)     SCALED    
 PP3184* NAVD 88     -       284.962  (meters)     934.91   (feet)  ADJUSTED  
 PP3184  ___________________________________________________________________
 PP3184  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 PP3184  DYNAMIC HT  -         284.955 (meters)     934.89  (feet)  COMP
 PP3184  MODELED GRAV-     980,583.1   (mgal)                       NAVD 88
 PP3184
 PP3184  VERT ORDER  -  SECOND    CLASS I
 PP3184
 PP3184.The horizontal coordinates were scaled from a topographic map and have
 PP3184.an estimated accuracy of +/- 6 seconds.
 PP3184
 PP3184.The orthometric height was determined by differential leveling
 PP3184.and adjusted by the National Geodetic Survey in June 1991..
 PP3184
 PP3184.The geoid height was determined by GEOID03.
 PP3184
 PP3184.The dynamic height is computed by dividing the NAVD 88
 PP3184.geopotential number by the normal gravity value computed on the
 PP3184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3184.degrees latitude (g = 980.6199 gals.).
 PP3184
 PP3184.The modeled gravity was interpolated from observed gravity values.
 PP3184
 PP3184;                    North         East    Units  Estimated Accuracy
 PP3184;SPC MN S     -   320,030.      865,730.      MT  (+/- 180 meters Scaled)
 PP3184
 PP3184                          SUPERSEDED SURVEY CONTROL
 PP3184
 PP3184.No superseded survey control is available for this station.
 PP3184
 PP3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK868804(NAD 83)
 PP3184_MARKER: DB = BENCH MARK DISK
 PP3184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP3184_SP_SET: BRIDGE
 PP3184_STAMPING: 6215 C 1980
 PP3184_MARK LOGO: MNDT  
 PP3184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3184
 PP3184  HISTORY     - Date     Condition        Report By
 PP3184  HISTORY     - 1980     MONUMENTED       MNDT
 PP3184  HISTORY     - 19940910 GOOD             USPSQD
 PP3184  HISTORY     - 20000326 GOOD             USPSQD
 PP3184
 PP3184                          STATION DESCRIPTION
 PP3184
 PP3184'DESCRIBED BY MN DEPT OF TRANSP 1980
 PP3184'IN ST PAUL.
 PP3184'THE MARK IS LOCATED AT THE JUNCTION OF SNELLING AND COMO AVENUES IN
 PP3184'THE NW 1/4 OF SECTION 27, T29N, R23W.  THE MARK IS 19.3 FEET EAST OF
 PP3184'THE NORTHBOUND CENTERLINE OF SNELLING AVENUE IN THE SOUTHEAST CORNER
 PP3184'OF BRIDGE NUMBER 62015 CARRYING SNELLING AVENUE OVER COMO AVENUE.
 PP3184'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---6215 C 1980---,
 PP3184'IS CEMENTED IN A DRILL HOLE IN THE BRIDGE.
 PP3184
 PP3184                          STATION RECOVERY (1994)
 PP3184
 PP3184'RECOVERY NOTE BY US POWER SQUADRON 1994
 PP3184'RECOVERED IN GOOD CONDITION.
 PP3184
 PP3184                          STATION RECOVERY (2000)
 PP3184
 PP3184'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP3184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3185 ***********************************************************************
 PP3185  DESIGNATION -  6215 D
 PP3185  PID         -  PP3185
 PP3185  STATE/COUNTY-  MN/RAMSEY
 PP3185  USGS QUAD   -  ST PAUL WEST (1993)
 PP3185
 PP3185                         *CURRENT SURVEY CONTROL
 PP3185  ___________________________________________________________________
 PP3185* NAD 83(1986)-  44 58 24.     (N)    093 10 00.     (W)     SCALED    
 PP3185* NAVD 88     -       289.972  (meters)     951.35   (feet)  ADJUSTED  
 PP3185  ___________________________________________________________________
 PP3185  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 PP3185  DYNAMIC HT  -         289.964 (meters)     951.32  (feet)  COMP
 PP3185  MODELED GRAV-     980,583.1   (mgal)                       NAVD 88
 PP3185
 PP3185  VERT ORDER  -  SECOND    CLASS I
 PP3185
 PP3185.The horizontal coordinates were scaled from a topographic map and have
 PP3185.an estimated accuracy of +/- 6 seconds.
 PP3185
 PP3185.The orthometric height was determined by differential leveling
 PP3185.and adjusted by the National Geodetic Survey in June 1991..
 PP3185
 PP3185.The geoid height was determined by GEOID03.
 PP3185
 PP3185.The dynamic height is computed by dividing the NAVD 88
 PP3185.geopotential number by the normal gravity value computed on the
 PP3185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3185.degrees latitude (g = 980.6199 gals.).
 PP3185
 PP3185.The modeled gravity was interpolated from observed gravity values.
 PP3185
 PP3185;                    North         East    Units  Estimated Accuracy
 PP3185;SPC MN S     -   319,600.      865,730.      MT  (+/- 180 meters Scaled)
 PP3185
 PP3185                          SUPERSEDED SURVEY CONTROL
 PP3185
 PP3185.No superseded survey control is available for this station.
 PP3185
 PP3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK868800(NAD 83)
 PP3185_MARKER: DB = BENCH MARK DISK
 PP3185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP3185_SP_SET: BRIDGE
 PP3185_STAMPING: 6215 D 1980
 PP3185_MARK LOGO: MNDT  
 PP3185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3185
 PP3185  HISTORY     - Date     Condition        Report By
 PP3185  HISTORY     - 1980     MONUMENTED       MNDT
 PP3185  HISTORY     - 19940910 GOOD             USPSQD
 PP3185  HISTORY     - 20000326 GOOD             USPSQD
 PP3185
 PP3185                          STATION DESCRIPTION
 PP3185
 PP3185'DESCRIBED BY MN DEPT OF TRANSP 1980
 PP3185'IN ST PAUL.
 PP3185'THE MARK IS LOCATED ABOUT 0.25 MILE SOUTH ALONG SNELLING AVENUE FROM
 PP3185'ITS JUNCTION WITH COMO AVENUE AND IS IN THE NW 1/4 OF SECTION 27,
 PP3185'T29N, R23W.  THE MARK IS 31.8 FEET EAST OF THE NORTHBOUND CENTERLINE
 PP3185'OF SNELLING AVENUE IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 62014
 PP3185'CARRYING SNELLING AVENUE OVER THE BURLINGTON NORTHERN INC RAILROAD.
 PP3185'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---6215 D 1980---,
 PP3185'IS CEMENTED IN A DRILL HOLE IN THE BRIDGE.
 PP3185
 PP3185                          STATION RECOVERY (1994)
 PP3185
 PP3185'RECOVERY NOTE BY US POWER SQUADRON 1994
 PP3185'RECOVERED IN GOOD CONDITION.
 PP3185
 PP3185                          STATION RECOVERY (2000)
 PP3185
 PP3185'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP3185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3186 ***********************************************************************
 PP3186  DESIGNATION -  6215 E
 PP3186  PID         -  PP3186
 PP3186  STATE/COUNTY-  MN/RAMSEY
 PP3186  USGS QUAD   -  ST PAUL WEST (1993)
 PP3186
 PP3186                         *CURRENT SURVEY CONTROL
 PP3186  ___________________________________________________________________
 PP3186* NAD 83(1986)-  44 58 15.     (N)    093 10 00.     (W)     SCALED    
 PP3186* NAVD 88     -       289.900  (meters)     951.11   (feet)  ADJUSTED  
 PP3186  ___________________________________________________________________
 PP3186  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 PP3186  DYNAMIC HT  -         289.892 (meters)     951.09  (feet)  COMP
 PP3186  MODELED GRAV-     980,583.2   (mgal)                       NAVD 88
 PP3186
 PP3186  VERT ORDER  -  SECOND    CLASS I
 PP3186
 PP3186.The horizontal coordinates were scaled from a topographic map and have
 PP3186.an estimated accuracy of +/- 6 seconds.
 PP3186
 PP3186.The orthometric height was determined by differential leveling
 PP3186.and adjusted by the National Geodetic Survey in June 1991..
 PP3186
 PP3186.The geoid height was determined by GEOID03.
 PP3186
 PP3186.The dynamic height is computed by dividing the NAVD 88
 PP3186.geopotential number by the normal gravity value computed on the
 PP3186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3186.degrees latitude (g = 980.6199 gals.).
 PP3186
 PP3186.The modeled gravity was interpolated from observed gravity values.
 PP3186
 PP3186;                    North         East    Units  Estimated Accuracy
 PP3186;SPC MN S     -   319,320.      865,740.      MT  (+/- 180 meters Scaled)
 PP3186
 PP3186                          SUPERSEDED SURVEY CONTROL
 PP3186
 PP3186.No superseded survey control is available for this station.
 PP3186
 PP3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK868797(NAD 83)
 PP3186_MARKER: DB = BENCH MARK DISK
 PP3186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP3186_SP_SET: BRIDGE
 PP3186_STAMPING: 6215 E 1980
 PP3186_MARK LOGO: MNDT  
 PP3186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3186+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP3186
 PP3186  HISTORY     - Date     Condition        Report By
 PP3186  HISTORY     - 1980     MONUMENTED       MNDT
 PP3186  HISTORY     - 19940910 GOOD             USPSQD
 PP3186  HISTORY     - 20000326 GOOD             USPSQD
 PP3186  HISTORY     - 20041215 GOOD             USPSQD
 PP3186  HISTORY     - 20060325 GOOD             USPSQD
 PP3186
 PP3186                          STATION DESCRIPTION
 PP3186
 PP3186'DESCRIBED BY MN DEPT OF TRANSP 1980
 PP3186'IN ST PAUL.
 PP3186'THE MARK IS LOCATED AT THE JUNCTION OF SNELLING AVENUE AND ROSEN ROAD
 PP3186'NEAR THE W 1/4 CORNER OF SECTION 27, T29N, R23W.  THE MARK IS 32.1
 PP3186'FEET EAST OF THE NORTHBOUND CENTERLINE OF SNELLING AVENUE IN THE
 PP3186'SOUTHEAST CORNER OF BRIDGE NUMBER 62013 CARRYING SNELLING AVENUE OVER
 PP3186'ROSEN ROAD.  THE MARK, A STANDARD MNDT BENCH DISK STAMPED ---6215 E
 PP3186'1980---, IS CEMENTED IN A DRILL HOLE IN THE BRIDGE.
 PP3186
 PP3186                          STATION RECOVERY (1994)
 PP3186
 PP3186'RECOVERY NOTE BY US POWER SQUADRON 1994
 PP3186'RECOVERED IN GOOD CONDITION.
 PP3186
 PP3186                          STATION RECOVERY (2000)
 PP3186
 PP3186'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP3186'RECOVERED IN GOOD CONDITION.
 PP3186
 PP3186                          STATION RECOVERY (2004)
 PP3186
 PP3186'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP3186'RECOVERED AS DESCRIBED IN GOOD CONDITION. WITH THE FOLLOWING
 PP3186'CORRECTIONS. MARK IS LOCATED IN THE SE BRIDGE ABUTMENT AND THE ROAD
 PP3186'BELOW IS NOW CALLED ENERGY PARK DRIVE. SPSPS, JRD
 PP3186
 PP3186                          STATION RECOVERY (2006)
 PP3186
 PP3186'RECOVERY NOTE BY US POWER SQUADRON 2006 (JM)
 PP3186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3188 ***********************************************************************
 PP3188  DESIGNATION -  6215 F
 PP3188  PID         -  PP3188
 PP3188  STATE/COUNTY-  MN/RAMSEY
 PP3188  USGS QUAD   -  ST PAUL WEST (1993)
 PP3188
 PP3188                         *CURRENT SURVEY CONTROL
 PP3188  ___________________________________________________________________
 PP3188* NAD 83(1986)-  44 58 12.     (N)    093 10 00.     (W)     SCALED    
 PP3188* NAVD 88     -       290.022  (meters)     951.51   (feet)  ADJUSTED  
 PP3188  ___________________________________________________________________
 PP3188  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 PP3188  DYNAMIC HT  -         290.015 (meters)     951.49  (feet)  COMP
 PP3188  MODELED GRAV-     980,583.2   (mgal)                       NAVD 88
 PP3188
 PP3188  VERT ORDER  -  SECOND    CLASS I
 PP3188
 PP3188.The horizontal coordinates were scaled from a topographic map and have
 PP3188.an estimated accuracy of +/- 6 seconds.
 PP3188
 PP3188.The orthometric height was determined by differential leveling
 PP3188.and adjusted by the National Geodetic Survey in June 1991..
 PP3188
 PP3188.The geoid height was determined by GEOID03.
 PP3188
 PP3188.The dynamic height is computed by dividing the NAVD 88
 PP3188.geopotential number by the normal gravity value computed on the
 PP3188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3188.degrees latitude (g = 980.6199 gals.).
 PP3188
 PP3188.The modeled gravity was interpolated from observed gravity values.
 PP3188
 PP3188;                    North         East    Units  Estimated Accuracy
 PP3188;SPC MN S     -   319,230.      865,740.      MT  (+/- 180 meters Scaled)
 PP3188
 PP3188                          SUPERSEDED SURVEY CONTROL
 PP3188
 PP3188.No superseded survey control is available for this station.
 PP3188
 PP3188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK868796(NAD 83)
 PP3188_MARKER: DB = BENCH MARK DISK
 PP3188_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP3188_SP_SET: BRIDGE
 PP3188_STAMPING: 6215 F 1980
 PP3188_MARK LOGO: MNDT  
 PP3188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3188+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP3188
 PP3188  HISTORY     - Date     Condition        Report By
 PP3188  HISTORY     - 1980     MONUMENTED       MNDT
 PP3188  HISTORY     - 19940910 GOOD             USPSQD
 PP3188  HISTORY     - 20000326 GOOD             USPSQD
 PP3188  HISTORY     - 20041215 GOOD             USPSQD
 PP3188
 PP3188                          STATION DESCRIPTION
 PP3188
 PP3188'DESCRIBED BY MN DEPT OF TRANSP 1980
 PP3188'IN ST PAUL.
 PP3188'THE MARK IS LOCATED ABOUT 0.5 MILE SOUTH ALONG SNELLING AVENUE FROM
 PP3188'ITS JUNCTION WITH COMO AVENUE AND IS IN THE SW 1/4 OF SECTION 27,
 PP3188'T29N, R23W.  THE MARK IS 32.1 FEET EAST OF THE NORTHBOUND CENTERLINE
 PP3188'OF SNELLING AVENUE IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 62012
 PP3188'CARRYING SNELLING AVENUE OVER THE BURLINGTON NORTHERN INC RAILROAD.
 PP3188'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---6215 F 1980---,
 PP3188'IS CEMENTED IN A DRILL HOLE IN THE BRIDGE.
 PP3188
 PP3188                          STATION RECOVERY (1994)
 PP3188
 PP3188'RECOVERY NOTE BY US POWER SQUADRON 1994
 PP3188'RECOVERED IN GOOD CONDITION.
 PP3188
 PP3188                          STATION RECOVERY (2000)
 PP3188
 PP3188'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP3188'RECOVERED IN GOOD CONDITION.
 PP3188
 PP3188                          STATION RECOVERY (2004)
 PP3188
 PP3188'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP3188'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS, ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3189 ***********************************************************************
 PP3189  DESIGNATION -  6215 G
 PP3189  PID         -  PP3189
 PP3189  STATE/COUNTY-  MN/RAMSEY
 PP3189  USGS QUAD   -  ST PAUL WEST (1993)
 PP3189
 PP3189                         *CURRENT SURVEY CONTROL
 PP3189  ___________________________________________________________________
 PP3189* NAD 83(1986)-  44 58 09.     (N)    093 10 00.     (W)     SCALED    
 PP3189* NAVD 88     -       287.752  (meters)     944.07   (feet)  ADJUSTED  
 PP3189  ___________________________________________________________________
 PP3189  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 PP3189  DYNAMIC HT  -         287.744 (meters)     944.04  (feet)  COMP
 PP3189  MODELED GRAV-     980,583.2   (mgal)                       NAVD 88
 PP3189
 PP3189  VERT ORDER  -  SECOND    CLASS I
 PP3189
 PP3189.The horizontal coordinates were scaled from a topographic map and have
 PP3189.an estimated accuracy of +/- 6 seconds.
 PP3189
 PP3189.The orthometric height was determined by differential leveling
 PP3189.and adjusted by the National Geodetic Survey in June 1991..
 PP3189
 PP3189.The geoid height was determined by GEOID03.
 PP3189
 PP3189.The dynamic height is computed by dividing the NAVD 88
 PP3189.geopotential number by the normal gravity value computed on the
 PP3189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3189.degrees latitude (g = 980.6199 gals.).
 PP3189
 PP3189.The modeled gravity was interpolated from observed gravity values.
 PP3189
 PP3189;                    North         East    Units  Estimated Accuracy
 PP3189;SPC MN S     -   319,140.      865,740.      MT  (+/- 180 meters Scaled)
 PP3189
 PP3189                          SUPERSEDED SURVEY CONTROL
 PP3189
 PP3189.No superseded survey control is available for this station.
 PP3189
 PP3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK868795(NAD 83)
 PP3189_MARKER: DB = BENCH MARK DISK
 PP3189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP3189_SP_SET: BRIDGE
 PP3189_STAMPING: 6215 G 1980
 PP3189_MARK LOGO: MNDT  
 PP3189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3189+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP3189
 PP3189  HISTORY     - Date     Condition        Report By
 PP3189  HISTORY     - 1980     MONUMENTED       MNDT
 PP3189  HISTORY     - 19940910 GOOD             USPSQD
 PP3189  HISTORY     - 20000326 GOOD             USPSQD
 PP3189  HISTORY     - 20041215 GOOD             USPSQD
 PP3189  HISTORY     - 20060325 GOOD             USPSQD
 PP3189
 PP3189                          STATION DESCRIPTION
 PP3189
 PP3189'DESCRIBED BY MN DEPT OF TRANSP 1980
 PP3189'IN ST PAUL.
 PP3189'THE MARK IS LOCATED AT THE JUNCTION OF SNELLING AVENUE AND PIERCE
 PP3189'BUTLER ROUTE IN THE SW 1/4 OF SECTION 27, T29N, R23W.  THE MARK IS
 PP3189'32.1 FEET EAST OF THE NORTHBOUND CENTERLINE OF SNELLING AVENUE IN THE
 PP3189'SOUTHEAST CORNER OF BRIDGE NUMBER 62011 CARRYING SNELLING AVENUE OVER
 PP3189'PIERCE BUTLER ROUTE.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP3189'STAMPED---6215 G 1980--- IS CEMENTED IN A DRILL HOLE IN THE BRIDGE.
 PP3189
 PP3189                          STATION RECOVERY (1994)
 PP3189
 PP3189'RECOVERY NOTE BY US POWER SQUADRON 1994
 PP3189'RECOVERED IN GOOD CONDITION.
 PP3189
 PP3189                          STATION RECOVERY (2000)
 PP3189
 PP3189'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP3189'RECOVERED IN GOOD CONDITION.
 PP3189
 PP3189                          STATION RECOVERY (2004)
 PP3189
 PP3189'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP3189'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS, ATD
 PP3189
 PP3189                          STATION RECOVERY (2006)
 PP3189
 PP3189'RECOVERY NOTE BY US POWER SQUADRON 2006 (JM)
 PP3189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8399 ***********************************************************************
 AF8399  DESIGNATION -  6216 A
 AF8399  PID         -  AF8399
 AF8399  STATE/COUNTY-  MN/RAMSEY
 AF8399  USGS QUAD   -  NEW BRIGHTON (1993)
 AF8399
 AF8399                         *CURRENT SURVEY CONTROL
 AF8399  ___________________________________________________________________
 AF8399* NAD 83(1986)-  45 03 09.     (N)    093 09 23.     (W)     SCALED    
 AF8399* NAVD 88     -       283.678  (meters)     930.70   (feet)  ADJUSTED  
 AF8399  ___________________________________________________________________
 AF8399  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AF8399  DYNAMIC HT  -         283.671 (meters)     930.68  (feet)  COMP
 AF8399  MODELED GRAV-     980,584.6   (mgal)                       NAVD 88
 AF8399
 AF8399  VERT ORDER  -  SECOND    CLASS I
 AF8399
 AF8399.The horizontal coordinates were scaled from a topographic map and have
 AF8399.an estimated accuracy of +/- 6 seconds.
 AF8399
 AF8399.The orthometric height was determined by differential leveling
 AF8399.and adjusted by the National Geodetic Survey in September 1998..
 AF8399
 AF8399.Photographs are available for this station.
 AF8399
 AF8399.The geoid height was determined by GEOID03.
 AF8399
 AF8399.The dynamic height is computed by dividing the NAVD 88
 AF8399.geopotential number by the normal gravity value computed on the
 AF8399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8399.degrees latitude (g = 980.6199 gals.).
 AF8399
 AF8399.The modeled gravity was interpolated from observed gravity values.
 AF8399
 AF8399;                    North         East    Units  Estimated Accuracy
 AF8399;SPC MN S     -   328,400.      866,450.      MT  (+/- 180 meters Scaled)
 AF8399
 AF8399                          SUPERSEDED SURVEY CONTROL
 AF8399
 AF8399.No superseded survey control is available for this station.
 AF8399
 AF8399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK876887(NAD 83)
 AF8399_MARKER: DV = VERTICAL CONTROL DISK
 AF8399_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AF8399_SP_SET: BRIDGE WINGWALL
 AF8399_STAMPING: 6216 A 1989
 AF8399_MARK LOGO: MNDT  
 AF8399_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8399+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 AF8399
 AF8399  HISTORY     - Date     Condition        Report By
 AF8399  HISTORY     - 1989     MONUMENTED       MNDT
 AF8399  HISTORY     - 19960624 GOOD             MNDT
 AF8399
 AF8399                          STATION DESCRIPTION
 AF8399
 AF8399'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AF8399'THE MARK IS LOCATED IN ARDEN HILLS, 0.2 MI (0.3 KM) NORTH ALONG TH 51
 AF8399'(HAMLINE AVE) FROM JCT OF TH 51 AND CO RD E, IN SE WINGWALL OF RR BRDG
 AF8399'62003 OVER TH 51, 29 FT (8.8 M) EAST OF NB TH 51, 25.5 FT (7.8 M)
 AF8399'SOUTH OF RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8398 ***********************************************************************
 AF8398  DESIGNATION -  6216 B
 AF8398  PID         -  AF8398
 AF8398  STATE/COUNTY-  MN/RAMSEY
 AF8398  USGS QUAD   -  NEW BRIGHTON (1993)
 AF8398
 AF8398                         *CURRENT SURVEY CONTROL
 AF8398  ___________________________________________________________________
 AF8398* NAD 83(1986)-  45 02 59.     (N)    093 09 23.     (W)     SCALED    
 AF8398* NAVD 88     -       286.838  (meters)     941.07   (feet)  ADJUSTED  
 AF8398  ___________________________________________________________________
 AF8398  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AF8398  DYNAMIC HT  -         286.831 (meters)     941.04  (feet)  COMP
 AF8398  MODELED GRAV-     980,584.2   (mgal)                       NAVD 88
 AF8398
 AF8398  VERT ORDER  -  SECOND    CLASS I
 AF8398
 AF8398.The horizontal coordinates were scaled from a topographic map and have
 AF8398.an estimated accuracy of +/- 6 seconds.
 AF8398
 AF8398.The orthometric height was determined by differential leveling
 AF8398.and adjusted by the National Geodetic Survey in September 1998..
 AF8398
 AF8398.Photographs are available for this station.
 AF8398
 AF8398.The geoid height was determined by GEOID03.
 AF8398
 AF8398.The dynamic height is computed by dividing the NAVD 88
 AF8398.geopotential number by the normal gravity value computed on the
 AF8398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8398.degrees latitude (g = 980.6199 gals.).
 AF8398
 AF8398.The modeled gravity was interpolated from observed gravity values.
 AF8398
 AF8398;                    North         East    Units  Estimated Accuracy
 AF8398;SPC MN S     -   328,100.      866,460.      MT  (+/- 180 meters Scaled)
 AF8398
 AF8398                          SUPERSEDED SURVEY CONTROL
 AF8398
 AF8398.No superseded survey control is available for this station.
 AF8398
 AF8398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK876884(NAD 83)
 AF8398_MARKER: DV = VERTICAL CONTROL DISK
 AF8398_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AF8398_SP_SET: BRIDGE WINGWALL
 AF8398_STAMPING: 6216 B 1989
 AF8398_MARK LOGO: MNDT  
 AF8398_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8398+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 AF8398
 AF8398  HISTORY     - Date     Condition        Report By
 AF8398  HISTORY     - 1989     MONUMENTED       MNDT
 AF8398  HISTORY     - 19960624 GOOD             MNDT
 AF8398
 AF8398                          STATION DESCRIPTION
 AF8398
 AF8398'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AF8398'THE MARK IS LOCATED IN ARDEN HILLS, IN SE WINGWALL OF CO RD E BRDG
 AF8398'62010 OVER TH 51 (HAMLINE AVE) , 55 FT (16.8 M) EAST OF NB TH 51, 20
 AF8398'FT (6.1 M) SOUTH OF CO RD E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8397 ***********************************************************************
 AF8397  DESIGNATION -  6216 C
 AF8397  PID         -  AF8397
 AF8397  STATE/COUNTY-  MN/RAMSEY
 AF8397  USGS QUAD   -  NEW BRIGHTON (1993)
 AF8397
 AF8397                         *CURRENT SURVEY CONTROL
 AF8397  ___________________________________________________________________
 AF8397* NAD 83(1986)-  45 02 21.     (N)    093 09 37.     (W)     SCALED    
 AF8397* NAVD 88     -       270.781  (meters)     888.39   (feet)  ADJUSTED  
 AF8397  ___________________________________________________________________
 AF8397  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AF8397  DYNAMIC HT  -         270.774 (meters)     888.36  (feet)  COMP
 AF8397  MODELED GRAV-     980,582.7   (mgal)                       NAVD 88
 AF8397
 AF8397  VERT ORDER  -  SECOND    CLASS I
 AF8397
 AF8397.The horizontal coordinates were scaled from a topographic map and have
 AF8397.an estimated accuracy of +/- 6 seconds.
 AF8397
 AF8397.The orthometric height was determined by differential leveling
 AF8397.and adjusted by the National Geodetic Survey in September 1998..
 AF8397
 AF8397.Photographs are available for this station.
 AF8397
 AF8397.The geoid height was determined by GEOID03.
 AF8397
 AF8397.The dynamic height is computed by dividing the NAVD 88
 AF8397.geopotential number by the normal gravity value computed on the
 AF8397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8397.degrees latitude (g = 980.6199 gals.).
 AF8397
 AF8397.The modeled gravity was interpolated from observed gravity values.
 AF8397
 AF8397;                    North         East    Units  Estimated Accuracy
 AF8397;SPC MN S     -   326,920.      866,160.      MT  (+/- 180 meters Scaled)
 AF8397
 AF8397                          SUPERSEDED SURVEY CONTROL
 AF8397
 AF8397.No superseded survey control is available for this station.
 AF8397
 AF8397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK873873(NAD 83)
 AF8397_MARKER: DV = VERTICAL CONTROL DISK
 AF8397_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF8397_SP_SET: CULVERT HEADWALL
 AF8397_STAMPING: 6216 C 1989
 AF8397_MARK LOGO: MNDT  
 AF8397_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8397+STABILITY: SURFACE MOTION
 AF8397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8397+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 AF8397
 AF8397  HISTORY     - Date     Condition        Report By
 AF8397  HISTORY     - 1989     MONUMENTED       MNDT
 AF8397  HISTORY     - 19960624 GOOD             MNDT
 AF8397
 AF8397                          STATION DESCRIPTION
 AF8397
 AF8397'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AF8397'THE MARK IS LOCATED NEAR SOUTH EDGE OF ARDEN HILLS, NEAR JCT OF TH 51
 AF8397'AND OLD TH 51 (SNELLING AVE) , IN SE WINGWALL OF OLD TH 51 BOX CULVERT
 AF8397'4627 AT DITCH CROSSING, 19 FT (5.8 M) EAST OF OLD TH 51, 280 FT (85.3
 AF8397'M) WEST OF SB TH 51, 355 FT (108.2 M) NW OF JCT OF OLD TH 51 AND SB TH
 AF8397'51, AT TH 51 MP 9.75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8395 ***********************************************************************
 AF8395  DESIGNATION -  6216 D
 AF8395  PID         -  AF8395
 AF8395  STATE/COUNTY-  MN/RAMSEY
 AF8395  USGS QUAD   -  NEW BRIGHTON (1993)
 AF8395
 AF8395                         *CURRENT SURVEY CONTROL
 AF8395  ___________________________________________________________________
 AF8395* NAD 83(1986)-  45 01 52.     (N)    093 10 00.     (W)     SCALED    
 AF8395* NAVD 88     -       279.344  (meters)     916.48   (feet)  ADJUSTED  
 AF8395  ___________________________________________________________________
 AF8395  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AF8395  DYNAMIC HT  -         279.337 (meters)     916.46  (feet)  COMP
 AF8395  MODELED GRAV-     980,581.6   (mgal)                       NAVD 88
 AF8395
 AF8395  VERT ORDER  -  SECOND    CLASS I
 AF8395
 AF8395.The horizontal coordinates were scaled from a topographic map and have
 AF8395.an estimated accuracy of +/- 6 seconds.
 AF8395
 AF8395.The orthometric height was determined by differential leveling
 AF8395.and adjusted by the National Geodetic Survey in September 1998..
 AF8395
 AF8395.Photographs are available for this station.
 AF8395
 AF8395.The geoid height was determined by GEOID03.
 AF8395
 AF8395.The dynamic height is computed by dividing the NAVD 88
 AF8395.geopotential number by the normal gravity value computed on the
 AF8395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8395.degrees latitude (g = 980.6199 gals.).
 AF8395
 AF8395.The modeled gravity was interpolated from observed gravity values.
 AF8395
 AF8395;                    North         East    Units  Estimated Accuracy
 AF8395;SPC MN S     -   326,020.      865,670.      MT  (+/- 180 meters Scaled)
 AF8395
 AF8395                          SUPERSEDED SURVEY CONTROL
 AF8395
 AF8395.No superseded survey control is available for this station.
 AF8395
 AF8395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK868864(NAD 83)
 AF8395_MARKER: DV = VERTICAL CONTROL DISK
 AF8395_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF8395+WITH SETTING: PAVEMENT
 AF8395_SP_SET: SIGNAL BASE
 AF8395_STAMPING: 6216 D 1989
 AF8395_MARK LOGO: MNDT  
 AF8395_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8395+STABILITY: SURFACE MOTION
 AF8395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8395+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 AF8395
 AF8395  HISTORY     - Date     Condition        Report By
 AF8395  HISTORY     - 1989     MONUMENTED       MNDT
 AF8395  HISTORY     - 19960624 GOOD             MNDT
 AF8395
 AF8395                          STATION DESCRIPTION
 AF8395
 AF8395'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AF8395'THE MARK IS LOCATED IN NORTH PART OF ROSEVILLE, IN SE QUADRANT OF JCT
 AF8395'OF TH 51 (SNELLING AVE) AND LYDIA ST, IN TOP OF EAST SIDE OF CONC
 AF8395'SIGNAL BASE, 33 FT (10.1 M) EAST OF NB TH 51, 37.5 FT (11.4 M) SOUTH
 AF8395'OF LYDIA ST MEDIAN ISLAND, 55 FT (16.8 M) WEST OF FRONTAGE RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8394 ***********************************************************************
 AF8394  DESIGNATION -  6216 E
 AF8394  PID         -  AF8394
 AF8394  STATE/COUNTY-  MN/RAMSEY
 AF8394  USGS QUAD   -  NEW BRIGHTON (1993)
 AF8394
 AF8394                         *CURRENT SURVEY CONTROL
 AF8394  ___________________________________________________________________
 AF8394* NAD 83(1986)-  45 01 40.     (N)    093 10 01.     (W)     SCALED    
 AF8394* NAVD 88     -       278.120  (meters)     912.47   (feet)  ADJUSTED  
 AF8394  ___________________________________________________________________
 AF8394  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AF8394  DYNAMIC HT  -         278.112 (meters)     912.44  (feet)  COMP
 AF8394  MODELED GRAV-     980,581.2   (mgal)                       NAVD 88
 AF8394
 AF8394  VERT ORDER  -  SECOND    CLASS I
 AF8394
 AF8394.The horizontal coordinates were scaled from a topographic map and have
 AF8394.an estimated accuracy of +/- 6 seconds.
 AF8394
 AF8394.The orthometric height was determined by differential leveling
 AF8394.and adjusted by the National Geodetic Survey in September 1998..
 AF8394
 AF8394.Photographs are available for this station.
 AF8394
 AF8394.The geoid height was determined by GEOID03.
 AF8394
 AF8394.The dynamic height is computed by dividing the NAVD 88
 AF8394.geopotential number by the normal gravity value computed on the
 AF8394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8394.degrees latitude (g = 980.6199 gals.).
 AF8394
 AF8394.The modeled gravity was interpolated from observed gravity values.
 AF8394
 AF8394;                    North         East    Units  Estimated Accuracy
 AF8394;SPC MN S     -   325,650.      865,650.      MT  (+/- 180 meters Scaled)
 AF8394
 AF8394                          SUPERSEDED SURVEY CONTROL
 AF8394
 AF8394.No superseded survey control is available for this station.
 AF8394
 AF8394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK868860(NAD 83)
 AF8394_MARKER: DV = VERTICAL CONTROL DISK
 AF8394_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF8394+WITH SETTING: PAVEMENT
 AF8394_SP_SET: SIGNAL BASE
 AF8394_STAMPING: 6216 E 1989
 AF8394_MARK LOGO: MNDT  
 AF8394_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8394+STABILITY: SURFACE MOTION
 AF8394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8394+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 AF8394
 AF8394  HISTORY     - Date     Condition        Report By
 AF8394  HISTORY     - 1989     MONUMENTED       MNDT
 AF8394  HISTORY     - 19960624 GOOD             MNDT
 AF8394
 AF8394                          STATION DESCRIPTION
 AF8394
 AF8394'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AF8394'THE MARK IS LOCATED IN ROSEVILLE, IN SE QUADRANT OF JCT OF TH 51
 AF8394'(SNELLING AVE) AND CO RD C2, IN TOP OF EAST SIDE OF CONC SIGNAL BASE,
 AF8394'47.5 FT (14.5 M) EAST OF NB TH 51, 43.5 FT (13.3 M) SOUTH OF CO RD C2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8393 ***********************************************************************
 AF8393  DESIGNATION -  6216 F
 AF8393  PID         -  AF8393
 AF8393  STATE/COUNTY-  MN/RAMSEY
 AF8393  USGS QUAD   -  NEW BRIGHTON (1993)
 AF8393
 AF8393                         *CURRENT SURVEY CONTROL
 AF8393  ___________________________________________________________________
 AF8393* NAD 83(1986)-  45 01 15.     (N)    093 09 55.     (W)     SCALED    
 AF8393* NAVD 88     -       280.578  (meters)     920.53   (feet)  ADJUSTED  
 AF8393  ___________________________________________________________________
 AF8393  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AF8393  DYNAMIC HT  -         280.570 (meters)     920.50  (feet)  COMP
 AF8393  MODELED GRAV-     980,580.4   (mgal)                       NAVD 88
 AF8393
 AF8393  VERT ORDER  -  SECOND    CLASS I
 AF8393
 AF8393.The horizontal coordinates were scaled from a topographic map and have
 AF8393.an estimated accuracy of +/- 6 seconds.
 AF8393
 AF8393.The orthometric height was determined by differential leveling
 AF8393.and adjusted by the National Geodetic Survey in September 1998..
 AF8393
 AF8393.Photographs are available for this station.
 AF8393
 AF8393.The geoid height was determined by GEOID03.
 AF8393
 AF8393.The dynamic height is computed by dividing the NAVD 88
 AF8393.geopotential number by the normal gravity value computed on the
 AF8393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8393.degrees latitude (g = 980.6199 gals.).
 AF8393
 AF8393.The modeled gravity was interpolated from observed gravity values.
 AF8393
 AF8393;                    North         East    Units  Estimated Accuracy
 AF8393;SPC MN S     -   324,880.      865,790.      MT  (+/- 180 meters Scaled)
 AF8393
 AF8393                          SUPERSEDED SURVEY CONTROL
 AF8393
 AF8393.No superseded survey control is available for this station.
 AF8393
 AF8393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK869852(NAD 83)
 AF8393_MARKER: DV = VERTICAL CONTROL DISK
 AF8393_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AF8393_SP_SET: HIGH TENSION POWERLINE BASE
 AF8393_STAMPING: 6216 F 1989
 AF8393_MARK LOGO: MNDT  
 AF8393_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AF8393+STABILITY: POSITION/ELEVATION WELL
 AF8393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8393+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 AF8393
 AF8393  HISTORY     - Date     Condition        Report By
 AF8393  HISTORY     - 1989     MONUMENTED       MNDT
 AF8393  HISTORY     - 19960624 GOOD             MNDT
 AF8393
 AF8393                          STATION DESCRIPTION
 AF8393
 AF8393'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AF8393'THE MARK IS LOCATED IN ROSEVILLE, NEAR JCT OF TH 51 (SNELLING AVE) AND
 AF8393'CO RD C, IN NW COR OF CONC HIGH TENSION POWERLINE BASE NO 100, 29 FT
 AF8393'(8.8 M) SOUTH OF EB CO RD C, 440 FT (134.1 M) EAST OF NB TH 51, 37 FT
 AF8393'(11.3 M) NORTH OF RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8392 ***********************************************************************
 AF8392  DESIGNATION -  6216 G
 AF8392  PID         -  AF8392
 AF8392  STATE/COUNTY-  MN/RAMSEY
 AF8392  USGS QUAD   -  NEW BRIGHTON (1993)
 AF8392
 AF8392                         *CURRENT SURVEY CONTROL
 AF8392  ___________________________________________________________________
 AF8392* NAD 83(1986)-  45 00 48.     (N)    093 10 00.     (W)     SCALED    
 AF8392* NAVD 88     -       292.010  (meters)     958.04   (feet)  ADJUSTED  
 AF8392  ___________________________________________________________________
 AF8392  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AF8392  DYNAMIC HT  -         292.001 (meters)     958.01  (feet)  COMP
 AF8392  MODELED GRAV-     980,579.6   (mgal)                       NAVD 88
 AF8392
 AF8392  VERT ORDER  -  SECOND    CLASS I
 AF8392
 AF8392.The horizontal coordinates were scaled from a topographic map and have
 AF8392.an estimated accuracy of +/- 6 seconds.
 AF8392
 AF8392.The orthometric height was determined by differential leveling
 AF8392.and adjusted by the National Geodetic Survey in September 1998..
 AF8392
 AF8392.Photographs are available for this station.
 AF8392
 AF8392.The geoid height was determined by GEOID03.
 AF8392
 AF8392.The dynamic height is computed by dividing the NAVD 88
 AF8392.geopotential number by the normal gravity value computed on the
 AF8392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8392.degrees latitude (g = 980.6199 gals.).
 AF8392
 AF8392.The modeled gravity was interpolated from observed gravity values.
 AF8392
 AF8392;                    North         East    Units  Estimated Accuracy
 AF8392;SPC MN S     -   324,040.      865,690.      MT  (+/- 180 meters Scaled)
 AF8392
 AF8392                          SUPERSEDED SURVEY CONTROL
 AF8392
 AF8392.No superseded survey control is available for this station.
 AF8392
 AF8392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK868844(NAD 83)
 AF8392_MARKER: DV = VERTICAL CONTROL DISK
 AF8392_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AF8392_SP_SET: BRIDGE WINGWALL
 AF8392_STAMPING: 6216 G 1989
 AF8392_MARK LOGO: MNDT  
 AF8392_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8392+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 AF8392
 AF8392  HISTORY     - Date     Condition        Report By
 AF8392  HISTORY     - 1989     MONUMENTED       MNDT
 AF8392  HISTORY     - 19960624 GOOD             MNDT
 AF8392
 AF8392                          STATION DESCRIPTION
 AF8392
 AF8392'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AF8392'THE MARK IS LOCATED IN ROSEVILLE, AT JCT OF TH 51 (SNELLING AVE) AND
 AF8392'CO RD B2, IN SE WINGWALL OF TH 51 BRDG 62040 OVER CO RD B2, 28.5 FT
 AF8392'(8.7 M) EAST OF NB TH 51, 85 FT (25.9 M) SOUTH OF CO RD B2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8391 ***********************************************************************
 AF8391  DESIGNATION -  6216 H
 AF8391  PID         -  AF8391
 AF8391  STATE/COUNTY-  MN/RAMSEY
 AF8391  USGS QUAD   -  NEW BRIGHTON (1993)
 AF8391
 AF8391                         *CURRENT SURVEY CONTROL
 AF8391  ___________________________________________________________________
 AF8391* NAD 83(1986)-  45 00 38.     (N)    093 10 01.     (W)     SCALED    
 AF8391* NAVD 88     -       292.783  (meters)     960.57   (feet)  ADJUSTED  
 AF8391  ___________________________________________________________________
 AF8391  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AF8391  DYNAMIC HT  -         292.775 (meters)     960.55  (feet)  COMP
 AF8391  MODELED GRAV-     980,579.4   (mgal)                       NAVD 88
 AF8391
 AF8391  VERT ORDER  -  SECOND    CLASS I
 AF8391
 AF8391.The horizontal coordinates were scaled from a topographic map and have
 AF8391.an estimated accuracy of +/- 6 seconds.
 AF8391
 AF8391.The orthometric height was determined by differential leveling
 AF8391.and adjusted by the National Geodetic Survey in September 1998..
 AF8391
 AF8391.Photographs are available for this station.
 AF8391
 AF8391.The geoid height was determined by GEOID03.
 AF8391
 AF8391.The dynamic height is computed by dividing the NAVD 88
 AF8391.geopotential number by the normal gravity value computed on the
 AF8391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8391.degrees latitude (g = 980.6199 gals.).
 AF8391
 AF8391.The modeled gravity was interpolated from observed gravity values.
 AF8391
 AF8391;                    North         East    Units  Estimated Accuracy
 AF8391;SPC MN S     -   323,730.      865,670.      MT  (+/- 180 meters Scaled)
 AF8391
 AF8391                          SUPERSEDED SURVEY CONTROL
 AF8391
 AF8391.No superseded survey control is available for this station.
 AF8391
 AF8391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK868841(NAD 83)
 AF8391_MARKER: DV = VERTICAL CONTROL DISK
 AF8391_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF8391_SP_SET: BRIDGE RAILING
 AF8391_STAMPING: 6216 H 1989
 AF8391_MARK LOGO: MNDT  
 AF8391_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF8391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8391+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 AF8391
 AF8391  HISTORY     - Date     Condition        Report By
 AF8391  HISTORY     - 1989     MONUMENTED       MNDT
 AF8391  HISTORY     - 19960624 GOOD             MNDT
 AF8391
 AF8391                          STATION DESCRIPTION
 AF8391
 AF8391'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AF8391'THE MARK IS LOCATED IN ROSEVILLE, AT JCT OF TH 51 (SNELLING AVE) AND
 AF8391'TH 36, IN TOP OF RAILING AT NW COR OF SB TH 51 BRDG 9012 OVER TH 36,
 AF8391'29 FT (8.8 M) WEST OF SB TH 51, 65 FT (19.8 M) NORTH OF WB TH 36, 11.1
 AF8391'FT (3.4 M) SOUTH OF NORTH END OF CONC RAILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8390 ***********************************************************************
 AF8390  DESIGNATION -  6216 I
 AF8390  PID         -  AF8390
 AF8390  STATE/COUNTY-  MN/RAMSEY
 AF8390  USGS QUAD   -  NEW BRIGHTON (1993)
 AF8390
 AF8390                         *CURRENT SURVEY CONTROL
 AF8390  ___________________________________________________________________
 AF8390* NAD 83(1986)-  45 00 36.     (N)    093 09 59.     (W)     SCALED    
 AF8390* NAVD 88     -       292.738  (meters)     960.42   (feet)  ADJUSTED  
 AF8390  ___________________________________________________________________
 AF8390  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AF8390  DYNAMIC HT  -         292.730 (meters)     960.40  (feet)  COMP
 AF8390  MODELED GRAV-     980,579.4   (mgal)                       NAVD 88
 AF8390
 AF8390  VERT ORDER  -  SECOND    CLASS I
 AF8390
 AF8390.The horizontal coordinates were scaled from a topographic map and have
 AF8390.an estimated accuracy of +/- 6 seconds.
 AF8390
 AF8390.The orthometric height was determined by differential leveling
 AF8390.and adjusted by the National Geodetic Survey in September 1998..
 AF8390
 AF8390.Photographs are available for this station.
 AF8390
 AF8390.The geoid height was determined by GEOID03.
 AF8390
 AF8390.The dynamic height is computed by dividing the NAVD 88
 AF8390.geopotential number by the normal gravity value computed on the
 AF8390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8390.degrees latitude (g = 980.6199 gals.).
 AF8390
 AF8390.The modeled gravity was interpolated from observed gravity values.
 AF8390
 AF8390;                    North         East    Units  Estimated Accuracy
 AF8390;SPC MN S     -   323,670.      865,710.      MT  (+/- 180 meters Scaled)
 AF8390
 AF8390                          SUPERSEDED SURVEY CONTROL
 AF8390
 AF8390.No superseded survey control is available for this station.
 AF8390
 AF8390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK868840(NAD 83)
 AF8390_MARKER: DV = VERTICAL CONTROL DISK
 AF8390_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF8390_SP_SET: BRIDGE RAILING
 AF8390_STAMPING: 6216 I 1989
 AF8390_MARK LOGO: MNDT  
 AF8390_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF8390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8390+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 AF8390
 AF8390  HISTORY     - Date     Condition        Report By
 AF8390  HISTORY     - 1989     MONUMENTED       MNDT
 AF8390  HISTORY     - 19960624 GOOD             MNDT
 AF8390
 AF8390                          STATION DESCRIPTION
 AF8390
 AF8390'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AF8390'THE MARK IS LOCATED IN ROSEVILLE, AT JCT OF TH 51 (SNELLING AVE) AND
 AF8390'TH 36, IN TOP OF RAILING AT SE COR OF NB TH 51 BRDG 9013 OVER TH 36,
 AF8390'29.5 FT (9.0 M) EAST OF NB TH 51, 64.5 FT (19.7 M) SOUTH OF EB TH 36,
 AF8390'11.3 FT (3.4 M) NORTH OF SOUTH END OF CONC RAILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8396 ***********************************************************************
 AF8396  DESIGNATION -  6216 J
 AF8396  PID         -  AF8396
 AF8396  STATE/COUNTY-  MN/RAMSEY
 AF8396  USGS QUAD   -  NEW BRIGHTON (1993)
 AF8396
 AF8396                         *CURRENT SURVEY CONTROL
 AF8396  ___________________________________________________________________
 AF8396* NAD 83(1986)-  45 02 06.     (N)    093 09 58.     (W)     SCALED    
 AF8396* NAVD 88     -       284.023  (meters)     931.83   (feet)  ADJUSTED  
 AF8396  ___________________________________________________________________
 AF8396  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AF8396  DYNAMIC HT  -         284.016 (meters)     931.81  (feet)  COMP
 AF8396  MODELED GRAV-     980,582.1   (mgal)                       NAVD 88
 AF8396
 AF8396  VERT ORDER  -  SECOND    CLASS I
 AF8396
 AF8396.The horizontal coordinates were scaled from a topographic map and have
 AF8396.an estimated accuracy of +/- 6 seconds.
 AF8396
 AF8396.The orthometric height was determined by differential leveling
 AF8396.and adjusted by the National Geodetic Survey in September 1998..
 AF8396
 AF8396.Photographs are available for this station.
 AF8396
 AF8396.The geoid height was determined by GEOID03.
 AF8396
 AF8396.The dynamic height is computed by dividing the NAVD 88
 AF8396.geopotential number by the normal gravity value computed on the
 AF8396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8396.degrees latitude (g = 980.6199 gals.).
 AF8396
 AF8396.The modeled gravity was interpolated from observed gravity values.
 AF8396
 AF8396;                    North         East    Units  Estimated Accuracy
 AF8396;SPC MN S     -   326,450.      865,710.      MT  (+/- 180 meters Scaled)
 AF8396
 AF8396                          SUPERSEDED SURVEY CONTROL
 AF8396
 AF8396.No superseded survey control is available for this station.
 AF8396
 AF8396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK869868(NAD 83)
 AF8396_MARKER: DV = VERTICAL CONTROL DISK
 AF8396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8396_STAMPING: 6216 J 1989
 AF8396_MARK LOGO: MNDT  
 AF8396_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8396+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 AF8396
 AF8396  HISTORY     - Date     Condition        Report By
 AF8396  HISTORY     - 1989     MONUMENTED       MNDT
 AF8396  HISTORY     - 19960624 GOOD             MNDT
 AF8396
 AF8396                          STATION DESCRIPTION
 AF8396
 AF8396'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AF8396'THE MARK IS LOCATED NEAR NORTH EDGE OF ROSEVILLE, 0.13 MI (0.21 KM) NW
 AF8396'OF JCT OF TH 51 (SNELLING AVE) AND ASBURY ST, AT JCT OF ASBURY ST AND
 AF8396'RIDGEWOOD RD, 1 BLOCK WEST OF TH 51, 28 FT (8.5 M) EAST OF ASBURY ST,
 AF8396'23 FT (7.0 M) SOUTH OF RIDGEWOOD RD, 68.8 FT (21.0 M) SOUTH OF FIRE
 AF8396'HYDRANT, 15 FT (4.6 M) SW OF 24 INCH ASH TREE, 27.8 FT (8.5 M) NORTH
 AF8396'OF 15 INCH ASH TREE, 37 FT (11.3 M) NORTH OF NORTH EDGE OF DRIVEWAY AT
 AF8396'3088 ASBURY ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0853 ***********************************************************************
 QO0853  DESIGNATION -  6222 G
 QO0853  PID         -  QO0853
 QO0853  STATE/COUNTY-  MN/RAMSEY
 QO0853  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0853
 QO0853                         *CURRENT SURVEY CONTROL
 QO0853  ___________________________________________________________________
 QO0853* NAD 83(1986)-  45 03 01.     (N)    093 02 07.     (W)     SCALED    
 QO0853* NAVD 88     -       293.527  (meters)     963.01   (feet)  ADJUSTED  
 QO0853  ___________________________________________________________________
 QO0853  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 QO0853  DYNAMIC HT  -         293.521 (meters)     962.99  (feet)  COMP
 QO0853  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 QO0853
 QO0853  VERT ORDER  -  SECOND    CLASS 0
 QO0853
 QO0853.The horizontal coordinates were scaled from a topographic map and have
 QO0853.an estimated accuracy of +/- 6 seconds.
 QO0853
 QO0853.The orthometric height was determined by differential leveling
 QO0853.and adjusted by the National Geodetic Survey in June 1991..
 QO0853.WARNING-Repeat measurements at this control monument indicate possible
 QO0853.vertical movement.
 QO0853
 QO0853.Photographs are available for this station.
 QO0853
 QO0853.The geoid height was determined by GEOID03.
 QO0853
 QO0853.The dynamic height is computed by dividing the NAVD 88
 QO0853.geopotential number by the normal gravity value computed on the
 QO0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0853.degrees latitude (g = 980.6199 gals.).
 QO0853
 QO0853.The modeled gravity was interpolated from observed gravity values.
 QO0853
 QO0853;                    North         East    Units  Estimated Accuracy
 QO0853;SPC MN S     -   328,260.      876,000.      MT  (+/- 180 meters Scaled)
 QO0853
 QO0853                          SUPERSEDED SURVEY CONTROL
 QO0853
 QO0853  NGVD 29 (??/??/92)  293.508  (m)          962.95   (f) ADJ UNCH    2 0
 QO0853
 QO0853.Superseded values are not recommended for survey control.
 QO0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0853.See file dsdata.txt to determine how the superseded data were derived.
 QO0853
 QO0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK972885(NAD 83)
 QO0853_MARKER: DB = BENCH MARK DISK
 QO0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0853_SP_SET: CONCRETE POST
 QO0853_STAMPING: 6222 G 1971
 QO0853_MARK LOGO: MNDT  
 QO0853_PROJECTION: RECESSED 15 CENTIMETERS
 QO0853_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0853+STABILITY: SURFACE MOTION
 QO0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0853+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2003
 QO0853
 QO0853  HISTORY     - Date     Condition        Report By
 QO0853  HISTORY     - 1971     MONUMENTED       MNDT
 QO0853  HISTORY     - 1980     GOOD             MNDT
 QO0853  HISTORY     - 1981     GOOD             MNDT
 QO0853  HISTORY     - 19940910 GOOD             USPSQD
 QO0853  HISTORY     - 20030730 GOOD             MNDT
 QO0853
 QO0853                          STATION DESCRIPTION
 QO0853
 QO0853'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0853'IN WHITE BEAR LAKE.
 QO0853'MARK IS LOCATED IN WHITE BEAR LAKE, (HOFFMANS CORNER), 2.3 MILES SOUTH
 QO0853'ALONG T.H. 61 FROM THE JUNCTION OF T.H. 61 AND T.H. 96, 132 FEET NORTH
 QO0853'OF COUNTY ROAD E (T.H. 244), 70 FEET EAST OF AND ABOUT LEVEL WITH T.H.
 QO0853'61 CENTERLINE MILE MARKER 144.5, (STATION 240 + 85), 15 FEET
 QO0853'SOUTH-SOUTHEAST OF A 30 INCH POPLAR TREE, 5 FEET WEST OF THE SOUTHWEST
 QO0853'CORNER OF THE CURBING AROUND A PARKING LOT (BARNETT
 QO0853'CHRYSLER/PLYMOUTH), 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT
 QO0853'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION
 QO0853'27, T 30N, R 22W.
 QO0853
 QO0853                          STATION RECOVERY (1980)
 QO0853
 QO0853'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0853'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO0853'LOCATED AT THE JUNCTION OF TRUNK HIGHWAYS 61 AND 244 IN GEM LAKE AND
 QO0853'IS NEAR HIGHWAY 61 MILE POINT 144.5 IN THE SE 1/4 OF SECTION 27,
 QO0853'T30N, R22W.  THE MARK IS 97.2 FEET NORTH OF THE SOUTH EDGE OF THE
 QO0853'NORTH CURB OF HIGHWAY 244, 69.6 FEET EAST OF AND ABOUT LEVEL WITH THE
 QO0853'CENTERLINE OF HIGHWAY 61, 33.8 FEET NORTHWEST OF THE NORTH CORNER OF
 QO0853'THE CONCRETE BASE OF A TRAFFIC SIGNAL CONTROL BOX, 15 FEET SOUTHEAST
 QO0853'OF A 36 INCH COTTONWOOD TREE, 6 FEET WEST OF THE EAST EDGE OF THE
 QO0853'PARKING LOT CURB AND 0.9 FEET WEST OF A STEEL WITNESS POST.  THE
 QO0853'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---6222 G 1971---, IS
 QO0853'SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS BURIED 2 INCHES
 QO0853'BELOW GROUND LEVEL.
 QO0853
 QO0853                          STATION RECOVERY (1981)
 QO0853
 QO0853'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QO0853'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO0853'LOCATED NEAR THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 244
 QO0853'IN WHITE BEAR LAKE KNOWN AS HOFFMANS CORNER , AT TRUNK HIGHWAY 61
 QO0853'MILEPOINT 144.5 AND IN THE SE 1/4 OF SECTION 27, T30N, R22W.  THE
 QO0853'MARK IS 124 FEET NORTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 QO0853'TRUNK HIGHWAY 244 ALSO KNOWN AS COUNTY ROAD E, 69.7 FEET EAST OF THE
 QO0853'CENTERLINE OF THE NORTHBOUND LANE OF TRUNK HIGHWAY 61, 34.1 FEET
 QO0853'NORTHWEST OF THE NORTHWEST CORNER OF AN ELECTRIC JUNCTION BOX FOR
 QO0853'BURIED CABLE, 32.2 FEET NORTHWEST OF POWER POLE FOR BURIED CABLE
 QO0853'CONNECTION, 14.8 FEET SOUTH SOUTHEAST OF A 40 INCH COTTONWOOD TREE,
 QO0853'5.3 FEET WEST OF A STEEL R/W POST AND 0.9 FOOT WEST OF A STEEL
 QO0853'WITNESS POST.  THE MARK IS A STANDARD MNHD BENCH MARK DISK
 QO0853'STAMPED---6222 G 1971---, SET IN THE TOP OF A MAGNETIC PRECAST
 QO0853'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND IS
 QO0853'ABOUT LEVEL WITH THE HIGHWAYS.
 QO0853
 QO0853                          STATION RECOVERY (1994)
 QO0853
 QO0853'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO0853'RECOVERED IN GOOD CONDITION.
 QO0853
 QO0853                          STATION RECOVERY (2003)
 QO0853
 QO0853'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0853'IN WHITE BEAR LAKE, AT JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY
 QO0853'244, 69.7 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 61, AT TRUNK HIGHWAY
 QO0853'61 MILEPOINT 144.5, 124 FEET NORTH OF EASTBOUND TRUNK HIGHWAY 244,
 QO0853'34.1 FEET NORTHWEST OF NORTHWEST CORNER OF CABLE JUNCTION BOX, 32.2
 QO0853'FEET NORTHWEST POWER POLE, 3.0 FEET WEST WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0854 ***********************************************************************
 QO0854  DESIGNATION -  6222 H
 QO0854  PID         -  QO0854
 QO0854  STATE/COUNTY-  MN/RAMSEY
 QO0854  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0854
 QO0854                         *CURRENT SURVEY CONTROL
 QO0854  ___________________________________________________________________
 QO0854* NAD 83(1986)-  45 03 22.     (N)    093 01 51.     (W)     SCALED    
 QO0854* NAVD 88     -       295.713  (meters)     970.19   (feet)  ADJUSTED  
 QO0854  ___________________________________________________________________
 QO0854  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 QO0854  DYNAMIC HT  -         295.707 (meters)     970.17  (feet)  COMP
 QO0854  MODELED GRAV-     980,588.8   (mgal)                       NAVD 88
 QO0854
 QO0854  VERT ORDER  -  SECOND    CLASS 0
 QO0854
 QO0854.The horizontal coordinates were scaled from a topographic map and have
 QO0854.an estimated accuracy of +/- 6 seconds.
 QO0854
 QO0854.The orthometric height was determined by differential leveling
 QO0854.and adjusted by the National Geodetic Survey in June 1991..
 QO0854
 QO0854.Photographs are available for this station.
 QO0854
 QO0854.The geoid height was determined by GEOID03.
 QO0854
 QO0854.The dynamic height is computed by dividing the NAVD 88
 QO0854.geopotential number by the normal gravity value computed on the
 QO0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0854.degrees latitude (g = 980.6199 gals.).
 QO0854
 QO0854.The modeled gravity was interpolated from observed gravity values.
 QO0854
 QO0854;                    North         East    Units  Estimated Accuracy
 QO0854;SPC MN S     -   328,920.      876,340.      MT  (+/- 180 meters Scaled)
 QO0854
 QO0854                          SUPERSEDED SURVEY CONTROL
 QO0854
 QO0854  NGVD 29 (??/??/92)  295.655  (m)          969.99   (f) ADJ UNCH    2 0
 QO0854
 QO0854.Superseded values are not recommended for survey control.
 QO0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0854.See file dsdata.txt to determine how the superseded data were derived.
 QO0854
 QO0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK975891(NAD 83)
 QO0854_MARKER: DB = BENCH MARK DISK
 QO0854_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0854_SP_SET: BRIDGE ABUTMENT
 QO0854_STAMPING: 6222 H 1971
 QO0854_MARK LOGO: MNDT  
 QO0854_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0854+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 QO0854
 QO0854  HISTORY     - Date     Condition        Report By
 QO0854  HISTORY     - 1971     MONUMENTED       MNDT
 QO0854  HISTORY     - 1980     GOOD             MNDT
 QO0854  HISTORY     - 1981     GOOD             MNDT
 QO0854  HISTORY     - 198810   GOOD             USPSQD
 QO0854  HISTORY     - 19940910 GOOD             USPSQD
 QO0854  HISTORY     - 20030723 GOOD             MNDT
 QO0854
 QO0854                          STATION DESCRIPTION
 QO0854
 QO0854'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0854'IN WHITE BEAR LAKE.
 QO0854'MARK IS LOCATED IN WHITE BEAR LAKE, 1.9 MILES SOUTH ALONG T.H. 61 FROM
 QO0854'THE JUNCTION OF T.H. 96 AND T.H. 61, IN THE SOUTHEAST CORNER (CURB) OF
 QO0854'BRIDGE NO. 6688, T.H. 61 (MILE MARKER 144.9) OVER THE BURLINGTON
 QO0854'NORTHERN RAILROAD.  SE 1/4 SECTION 27, T 30N, R 22W.
 QO0854
 QO0854                          STATION RECOVERY (1980)
 QO0854
 QO0854'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0854'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO0854'LOCATED ABOUT 1.8 MILES SOUTH ALONG TRUNK HIGHWAY 61 FROM ITS SOUTH
 QO0854'JUNCTION WITH TRUNK HIGHWAY 96 IN WHITE BEAR LAKE AND IS NEAR HIGHWAY
 QO0854'61 MILE POINT 144.9 IN THE SE 1/4 OF SECTION 27, T30N, R22W.  THE
 QO0854'MARK IS 32.5 FEET SOUTHEAST OF AND 0.5 FOOT HIGHER THAN THE
 QO0854'CENTERLINE OF TRUNK HIGHWAY 61 IN THE SOUTHEAST END OF THE SOUTHWEST
 QO0854'ABUTMENT OF BRIDGE 6688 CARRYING HIGHWAY 61 OVER THE BURLINGTON
 QO0854'NORTHERN INC. RAILROAD.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QO0854'STAMPED---6222 H 1971---, IS CEMENTED IN A DRILL HOLE IN THE
 QO0854'ABUTMENT.
 QO0854
 QO0854                          STATION RECOVERY (1981)
 QO0854
 QO0854'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QO0854'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO0854'LOCATED 1.9 SOUTH ALONG TRUNK HIGHWAY 61 FROM THE SOUTH JUNCTION OF
 QO0854'TRUNK HIGHWAYS 61 AND 96 IN WHITE BEAR LAKE AND 0.4 MILE NORTH ALONG
 QO0854'TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK HIGHWAY 244, AT TRUNK
 QO0854'HIGHWAY 61 MILEPOINT 144.9, IN THE SOUTHEAST CORNER OF SECTION 27,
 QO0854'T30N, R22W.  THE MARK IS 18.4 FEET SOUTHEAST OF AND ABOUT 1 FOOT
 QO0854'HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 61, AND IS A STANDARD
 QO0854'MNHD BENCH MARK DISK STAMPED---6222 H 1971---, SET IN A DRILL HOLE IN
 QO0854'THE SOUTHEAST END OF THE WEST ABUTMENT OF BRIDGE 6688, TRUNK HIGHWAY
 QO0854'61 OVER THE BURLINGTON NORTHERN RAILROAD.
 QO0854
 QO0854                          STATION RECOVERY (1988)
 QO0854
 QO0854'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMJ)
 QO0854'RECOVERED IN GOOD CONDITION.
 QO0854
 QO0854                          STATION RECOVERY (1994)
 QO0854
 QO0854'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO0854'RECOVERED IN GOOD CONDITION.
 QO0854
 QO0854                          STATION RECOVERY (2003)
 QO0854
 QO0854'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0854'IN WHITE BEAR LAKE, 0.4 MILES NORTH OF JUNCTION TRUNK HIGHWAY 61 AND
 QO0854'TRUNK HIGHWAY 244, IN SOUTHEAST END OF WEST ABUTMENT OF TRUNK HIGHWAY
 QO0854'61 BRIDGE 6688 OVER RAILROAD, 18.4 FEET SOUTHEAST TRUNK HIGHWAY 61, AT
 QO0854'TRUNK HIGHWAY 61 MILEPOINT 144.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0855 ***********************************************************************
 QO0855  DESIGNATION -  6222 J
 QO0855  PID         -  QO0855
 QO0855  STATE/COUNTY-  MN/RAMSEY
 QO0855  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0855
 QO0855                         *CURRENT SURVEY CONTROL
 QO0855  ___________________________________________________________________
 QO0855* NAD 83(1986)-  45 04 23.     (N)    093 01 10.     (W)     SCALED    
 QO0855* NAVD 88     -       283.402  (meters)     929.79   (feet)  ADJUSTED  
 QO0855  ___________________________________________________________________
 QO0855  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 QO0855  DYNAMIC HT  -         283.397 (meters)     929.78  (feet)  COMP
 QO0855  MODELED GRAV-     980,590.6   (mgal)                       NAVD 88
 QO0855
 QO0855  VERT ORDER  -  SECOND    CLASS 0
 QO0855
 QO0855.The horizontal coordinates were scaled from a topographic map and have
 QO0855.an estimated accuracy of +/- 6 seconds.
 QO0855
 QO0855.The orthometric height was determined by differential leveling
 QO0855.and adjusted by the National Geodetic Survey in June 1991..
 QO0855
 QO0855.Photographs are available for this station.
 QO0855
 QO0855.The geoid height was determined by GEOID03.
 QO0855
 QO0855.The dynamic height is computed by dividing the NAVD 88
 QO0855.geopotential number by the normal gravity value computed on the
 QO0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0855.degrees latitude (g = 980.6199 gals.).
 QO0855
 QO0855.The modeled gravity was interpolated from observed gravity values.
 QO0855
 QO0855;                    North         East    Units  Estimated Accuracy
 QO0855;SPC MN S     -   330,810.      877,210.      MT  (+/- 180 meters Scaled)
 QO0855
 QO0855                          SUPERSEDED SURVEY CONTROL
 QO0855
 QO0855  NGVD 29 (??/??/92)  283.339  (m)          929.59   (f) ADJ UNCH    2 0
 QO0855
 QO0855.Superseded values are not recommended for survey control.
 QO0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0855.See file dsdata.txt to determine how the superseded data were derived.
 QO0855
 QO0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK984910(NAD 83)
 QO0855_MARKER: DB = BENCH MARK DISK
 QO0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0855_SP_SET: CONCRETE POST
 QO0855_STAMPING: 6222 J 1971
 QO0855_MARK LOGO: MNDT  
 QO0855_PROJECTION: RECESSED 8 CENTIMETERS
 QO0855_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0855+STABILITY: SURFACE MOTION
 QO0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0855+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2003
 QO0855
 QO0855  HISTORY     - Date     Condition        Report By
 QO0855  HISTORY     - 1971     MONUMENTED       MNDT
 QO0855  HISTORY     - 1981     GOOD             MNDT
 QO0855  HISTORY     - 198810   GOOD             USPSQD
 QO0855  HISTORY     - 19940910 GOOD             USPSQD
 QO0855  HISTORY     - 20030722 GOOD             MNDT
 QO0855
 QO0855                          STATION DESCRIPTION
 QO0855
 QO0855'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0855'IN WHITE BEAR LAKE.
 QO0855'MARK IS LOCATED IN WHITE BEAR LAKE, 0.5 MILES SOUTH ALONG T.H. 61 FROM
 QO0855'THE JUNCTION OF T.H. 61 AND T.H. 96, NEAR THE NORTH END OF GOOSE LAKE,
 QO0855'50 FEET EAST OF, AND ABOUT LEVEL WITH T.H. 61 AT MILE MARKER 146.3,
 QO0855'(STATION 336 + 10) 75 FEET SOUTHWEST THE SOUTHWEST CORNER OF A 1 STORY
 QO0855'FRAME BUILDING (EDGEWATER MOTEL), 38 FEET SOUTH OF THE ENTRANCE TO THE
 QO0855'EAST FRONTAGE ROAD, 21 FEET SOUTH OF A POWER POLE, 12 FEET EAST OF A 4
 QO0855'INCH EVERGREEN TREE, 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT
 QO0855'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. NW 1/4 SECTION
 QO0855'23, T 30N, R 22W.
 QO0855
 QO0855                          STATION RECOVERY (1981)
 QO0855
 QO0855'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QO0855'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO0855'LOCATED NEAR THE INTERSECTION OF TRUNK HIGHWAY 61 AND WHITE BEAR
 QO0855'AVENUE IN WHITE BEAR LAKE WHICH IS 0.5 MILE SOUTH ALONG TRUNK HIGHWAY
 QO0855'61 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAYS 61 AND 96, AT TRUNK
 QO0855'HIGHWAY 61 MILEPOINT 146.3, IN THE NW 1/4 OF SECTION 23, T30N, R22W.
 QO0855'THE MARK IS 91.2 FEET NORTH OF THE CENTER OF THE EASTBOUND LANE OF
 QO0855'WHITE BEAR AVENUE, 63.0 FEET EAST OF AND ABOUT LEVEL WITH THE
 QO0855'CENTERLINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 60.1 FEET SOUTHWEST
 QO0855'OF THE SOUTHWEST CORNER OF THE MINNESOTA FEDRAL SAVINGS AND LOAN TWO
 QO0855'STORY CONCRETE AND BLOCK BUILDING, 15.7 FEET NORTH OF A 6 INCH SPRUCE
 QO0855'TREE, 14.1 FEET SOUTH OF A POWER POLE, 11.8 FEET EAST OF ANOTHER 6
 QO0855'INCH SPRUCE TREE, 11.3 FEET WEST OF THE EAST FACE OF THE CONCRETE
 QO0855'CURB OF A PARKING LOT AND 0.6 FOOT WEST OF A STEEL WITNESS POST.  THE
 QO0855'MARK A STANDARD MNHD BENCH MARK DISK STAMPED---6222 J 1971---, SET IN
 QO0855'THE TOP OF A MAGNETIC CONCRETE POST WHICH IS 2 INCHES ABOVE THE
 QO0855'SURFACE OF THE GROUND.
 QO0855
 QO0855                          STATION RECOVERY (1988)
 QO0855
 QO0855'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMJ)
 QO0855'RECOVERED IN GOOD CONDITION.
 QO0855
 QO0855                          STATION RECOVERY (1994)
 QO0855
 QO0855'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO0855'RECOVERED IN GOOD CONDITION.
 QO0855
 QO0855                          STATION RECOVERY (2003)
 QO0855
 QO0855'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0855'IN WHITE BEAR LAKE, AT JUNCTION OF TRUNK HIGHWAY 61 AND WHITE BEAR
 QO0855'AVE, 0.5 MILES SOUTH OF SOUTH JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK
 QO0855'HIGHWAY 96, 91.2 FEET NORTH OF EASTBOUND WHITE BEAR AVE, 63 FEET EAST
 QO0855'OF NORTHBOUND TRUNK HIGHWAY 61, AT TRUNK HIGHWAY 61 MILEPOINT 146.3,
 QO0855'60.1 FEET SOUTHWEST OF SOUTHWEST CORNER OF SAVINGS AND LOAN BUILDING,
 QO0855'14.1 FEET SOUTH POWER POLE, 11.3 FEET WEST OF EAST FENCE CURB IN
 QO0855'PARKING LOT, 0.6 FEET WEST WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0794 ***********************************************************************
 PP0794  DESIGNATION -  6223 B 1
 PP0794  PID         -  PP0794
 PP0794  STATE/COUNTY-  MN/RAMSEY
 PP0794  USGS QUAD   -  ST PAUL EAST (1993)
 PP0794
 PP0794                         *CURRENT SURVEY CONTROL
 PP0794  ___________________________________________________________________
 PP0794* NAD 83(1986)-  44 56 06.     (N)    093 05 38.     (W)     SCALED    
 PP0794* NAVD 88     -       221.829  (meters)     727.78   (feet)  ADJUSTED  
 PP0794  ___________________________________________________________________
 PP0794  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 PP0794  DYNAMIC HT  -         221.825 (meters)     727.77  (feet)  COMP
 PP0794  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 PP0794
 PP0794  VERT ORDER  -  SECOND    CLASS 0
 PP0794
 PP0794.The horizontal coordinates were scaled from a topographic map and have
 PP0794.an estimated accuracy of +/- 6 seconds.
 PP0794
 PP0794.The orthometric height was determined by differential leveling
 PP0794.and adjusted by the National Geodetic Survey in June 1991..
 PP0794
 PP0794.Photographs are available for this station.
 PP0794
 PP0794.The geoid height was determined by GEOID03.
 PP0794
 PP0794.The dynamic height is computed by dividing the NAVD 88
 PP0794.geopotential number by the normal gravity value computed on the
 PP0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0794.degrees latitude (g = 980.6199 gals.).
 PP0794
 PP0794.The modeled gravity was interpolated from observed gravity values.
 PP0794
 PP0794;                    North         East    Units  Estimated Accuracy
 PP0794;SPC MN S     -   315,400.      871,520.      MT  (+/- 180 meters Scaled)
 PP0794
 PP0794                          SUPERSEDED SURVEY CONTROL
 PP0794
 PP0794.No superseded survey control is available for this station.
 PP0794
 PP0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK925757(NAD 83)
 PP0794_MARKER: DD = SURVEY DISK
 PP0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0794_SP_SET: RETAINING WALL
 PP0794_STAMPING: 6223 B 1 1977
 PP0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0794
 PP0794  HISTORY     - Date     Condition        Report By
 PP0794  HISTORY     - 1977     MONUMENTED       MNDT
 PP0794  HISTORY     - 20031026 POOR             USPSQD
 PP0794
 PP0794                          STATION DESCRIPTION
 PP0794
 PP0794'DESCRIBED BY MN DEPT OF TRANSP 1977
 PP0794'IN ST PAUL.
 PP0794'THE MARK IS LOCATED ABOUT 1700 FEET NORTHEAST ALONG CHEROKEE AVENUE
 PP0794'FROM THE JUNCTION OF CHEROKEE AVENUE AND SMITH AVENUE (TRUNK HIGHWAY
 PP0794'49) AT THE SOUTH END OF THE HIGH BRIDGE.  THENCE NORTHEAST ALONG OHIO
 PP0794'STREET FOR ABOUT 1200 FEET.  IT IS NEAR THE BOTTOM OF THE HILL.  IT IS
 PP0794'20.6 FEET SOUTHEAST OF AND ABOUT 0.5 FOOT HIGHER THAN THE CENTER OF
 PP0794'OHIO STREET, 0.7 FOOT NORTHEAST OF THE SOUTHWEST END AND ABOUT 3.8
 PP0794'FEET HIGHER THAN THE SIDEWALK, AND 1.9 FEET NORTHWEST OF THE NORTHWEST
 PP0794'FACE OF A CONCRETE PILLAR.  IT IS A STANDARD MINNESOTA HIGHWAY
 PP0794'DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) SET IN THE TOP OF A
 PP0794'RETAINING WALL AT THE SOUTHWEST END OF THE SOUTHEAST WALKWAY.  SW 1/4
 PP0794'SECTION 6, T28N, R 22W.
 PP0794
 PP0794                          STATION RECOVERY (2003)
 PP0794
 PP0794'RECOVERY NOTE BY US POWER SQUADRON 2003 (ATD)
 PP0794'RECOVERED AS DESCRIBED IN POOR CONDITION. MARK STRUK WITH SNOW PLOW
 PP0794'NOW HARD TO READ. ALSO THE MARK IS UP THE HILL, APPROX. 152 FEET(W BY
 PP0794'SW ) OF A FIRE HYDRANT THAT IS IN FRONT OF A BUILDING ADDRESSED AS 215
 PP0794'OHIO. JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2158 ***********************************************************************
 QO2158  DESIGNATION -  6224 C
 QO2158  PID         -  QO2158
 QO2158  STATE/COUNTY-  MN/RAMSEY
 QO2158  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO2158
 QO2158                         *CURRENT SURVEY CONTROL
 QO2158  ___________________________________________________________________
 QO2158* NAD 83(1986)-  45 04 46.     (N)    093 02 29.     (W)     SCALED    
 QO2158* NAVD 88     -       283.963  (meters)     931.64   (feet)  ADJUSTED  
 QO2158  ___________________________________________________________________
 QO2158  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 QO2158  DYNAMIC HT  -         283.958 (meters)     931.62  (feet)  COMP
 QO2158  MODELED GRAV-     980,591.1   (mgal)                       NAVD 88
 QO2158
 QO2158  VERT ORDER  -  SECOND    CLASS I
 QO2158
 QO2158.The horizontal coordinates were scaled from a topographic map and have
 QO2158.an estimated accuracy of +/- 6 seconds.
 QO2158
 QO2158.The orthometric height was determined by differential leveling
 QO2158.and adjusted by the National Geodetic Survey in June 1991..
 QO2158
 QO2158.The geoid height was determined by GEOID03.
 QO2158
 QO2158.The dynamic height is computed by dividing the NAVD 88
 QO2158.geopotential number by the normal gravity value computed on the
 QO2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2158.degrees latitude (g = 980.6199 gals.).
 QO2158
 QO2158.The modeled gravity was interpolated from observed gravity values.
 QO2158
 QO2158;                    North         East    Units  Estimated Accuracy
 QO2158;SPC MN S     -   331,500.      875,480.      MT  (+/- 180 meters Scaled)
 QO2158
 QO2158                          SUPERSEDED SURVEY CONTROL
 QO2158
 QO2158.No superseded survey control is available for this station.
 QO2158
 QO2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK967917(NAD 83)
 QO2158_MARKER: DV = VERTICAL CONTROL DISK
 QO2158_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2158_SP_SET: ALUMINUM ALLOY ROD
 QO2158_STAMPING: 6224 C 1981
 QO2158_MARK LOGO: MNDT  
 QO2158_PROJECTION: RECESSED 8 CENTIMETERS
 QO2158_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2158+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 QO2158_ROD/PIPE-DEPTH:  9.1 meters
 QO2158
 QO2158  HISTORY     - Date     Condition        Report By
 QO2158  HISTORY     - 1981     MONUMENTED       MNDT
 QO2158  HISTORY     - 20030722 GOOD             MNDT
 QO2158  HISTORY     - 20040608 GOOD             USPSQD
 QO2158
 QO2158                          STATION DESCRIPTION
 QO2158
 QO2158'DESCRIBED BY MN DEPT OF TRANSP 1981
 QO2158'IN WHITE BEAR LAKE.
 QO2158'THE MARK IS LOCATED IN WHITE BEAR LAKE 1.25 MILES WEST ALONG TRUNK
 QO2158'HIGHWAY 96 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAYS 61 AND 96, 0.55
 QO2158'MILE EAST ALONG TRUNK HIGHWAY 96 FROM INTERSTATE HIGHWAY 35E, NEAR
 QO2158'TRUNK HIGHWAY 96 MILEPOINT 7, IN THE SW 1/4 OF SECTION 15, T30N,
 QO2158'R22W.  THE MARK IS 101 FEET EAST OF THE CENTER OF A DRIVEWAY TO A
 QO2158'UNNUMBERED HOUSE, 89 FEET WEST OF THE CENTER OF THE DRIVEWAY TO HOUSE
 QO2158'NUMBER 1411, 69.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 67.1
 QO2158'FEET WEST NORTHWEST OF A FIRE HYDRANT, 24.7 FEET NORTH-NORTHWEST OF
 QO2158'THE CENTER 0 OF A STORM SEWER MANHOLE COVER, 1.1 FEET SOUTH OF A
 QO2158'POWER POLE AND 0.5 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK IS A
 QO2158'STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6224 C
 QO2158'1981---, ON TOP OF A 30 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO
 QO2158'RESISTANCE, WHICH IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE
 QO2158'HIGHWAY.
 QO2158
 QO2158                          STATION RECOVERY (2003)
 QO2158
 QO2158'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO2158'IN WHITE BEAR LAKE, 0.55 MILES EAST OF JUNCTION TRUNK HIGHWAY 96 AND
 QO2158'INTERSTATE HIGHWAY 35E, 69 FEET NORTH TRUNK HIGHWAY 96, AY 96
 QO2158'MILEPOINT 7, 101 FEET EAST OF DRIVEWAY, 89 FEET WEST OF DRIVEWAY TO
 QO2158'HOUSE 1411, H-NORTHWEST MANHOLE COVER, 1.1 FEET SOUTH POWER POLE, 0.5
 QO2158'WITNESS POST, NEW ACCESS COVER INSTALLED IN 2003
 QO2158
 QO2158                          STATION RECOVERY (2004)
 QO2158
 QO2158'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO2158'MARK IS 0.5 FEET WEST OF A POWER POLE AS OPPOSED TO 1.1 FEET SOUTH OF
 QO2158'A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2164 ***********************************************************************
 QO2164  DESIGNATION -  6224 H
 QO2164  PID         -  QO2164
 QO2164  STATE/COUNTY-  MN/RAMSEY
 QO2164  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO2164
 QO2164                         *CURRENT SURVEY CONTROL
 QO2164  ___________________________________________________________________
 QO2164* NAD 83(1986)-  45 04 46.     (N)    093 06 25.     (W)     SCALED    
 QO2164* NAVD 88     -       275.039  (meters)     902.36   (feet)  ADJUSTED  
 QO2164  ___________________________________________________________________
 QO2164  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 QO2164  DYNAMIC HT  -         275.034 (meters)     902.34  (feet)  COMP
 QO2164  MODELED GRAV-     980,589.3   (mgal)                       NAVD 88
 QO2164
 QO2164  VERT ORDER  -  SECOND    CLASS I
 QO2164
 QO2164.The horizontal coordinates were scaled from a topographic map and have
 QO2164.an estimated accuracy of +/- 6 seconds.
 QO2164
 QO2164.The orthometric height was determined by differential leveling
 QO2164.and adjusted by the National Geodetic Survey in June 1991..
 QO2164
 QO2164.Photographs are available for this station.
 QO2164
 QO2164.The geoid height was determined by GEOID03.
 QO2164
 QO2164.The dynamic height is computed by dividing the NAVD 88
 QO2164.geopotential number by the normal gravity value computed on the
 QO2164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2164.degrees latitude (g = 980.6199 gals.).
 QO2164
 QO2164.The modeled gravity was interpolated from observed gravity values.
 QO2164
 QO2164;                    North         East    Units  Estimated Accuracy
 QO2164;SPC MN S     -   331,440.      870,310.      MT  (+/- 180 meters Scaled)
 QO2164
 QO2164                          SUPERSEDED SURVEY CONTROL
 QO2164
 QO2164.No superseded survey control is available for this station.
 QO2164
 QO2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK915917(NAD 83)
 QO2164_MARKER: DV = VERTICAL CONTROL DISK
 QO2164_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2164_SP_SET: ALUMINUM ALLOY ROD
 QO2164_STAMPING: 6224 H 1981
 QO2164_MARK LOGO: MNDT  
 QO2164_PROJECTION: FLUSH
 QO2164_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2164+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 QO2164_ROD/PIPE-DEPTH: 18.3 meters
 QO2164
 QO2164  HISTORY     - Date     Condition        Report By
 QO2164  HISTORY     - 1981     MONUMENTED       MNDT
 QO2164  HISTORY     - 20030728 GOOD             MNDT
 QO2164  HISTORY     - 20040719 GOOD             USPSQD
 QO2164
 QO2164                          STATION DESCRIPTION
 QO2164
 QO2164'DESCRIBED BY MN DEPT OF TRANSP 1981
 QO2164'IN NORTH OAKS.
 QO2164'THE MARK IS LOCATED 2.7 MILES WEST ALONG TRUNK HIGHWAY 96 FROM ITS
 QO2164'JUNCTION WITH INTERSTATE HIGHWAY 35E IN WHITE BEAR LAKE AND 0.5 MILE
 QO2164'EAST ALONG TRUNK HIGHWAY 96 FROM IT JUNCTION WITH TRUNK HIGHWAY 49 IN
 QO2164'SHOREVIEW, NEAR TRUNK HIGHWAY 96 MILEPOINT 3.8, IN THE SE 1/4 OF
 QO2164'SECTION 13, T30N, R23W.  THE MARK IS 155.0 FEET NORTH OF AND ABOUT 5
 QO2164'FEET LOWER THAN THE CENTERLINE OF THE HIGHWAY, 118.2 FEET SOUTHWEST
 QO2164'OF THE SOUTHWEST CORNER OF A ONE STORY FRAME NORTH OAKS OFFICE
 QO2164'BUILDING, 69.5 FEET NORTH OF THE CENTER OF A FRONTAGE ROAD, 30.0 FEET
 QO2164'WEST OF THE SOUTHBOUND EXIT STREET WHICH IS PLEASANT LAKE ROAD, 6.9
 QO2164'FEET EAST NORTHEAST OF A 24 INCH ELM TREE, 2.3 FEET EAST SOUTHEAST OF
 QO2164'A POWER POLE GUY POLE, AND 0.6 FOOT SOUTH OF A STEEL WITNESS POST.
 QO2164'THE MARK IS A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 QO2164'STAMPED---6224 H 1981---, ON TOP OF A 60 FOOT LONG ALUMINUM ALLOY ROD
 QO2164'DRIVEN TO RESISTANCE, WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF
 QO2164'THE GROUND.
 QO2164
 QO2164                          STATION RECOVERY (2003)
 QO2164
 QO2164'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO2164'IN NORTH OAKS, 0.5 MILES EAST OF JUNCTION TRUNK HIGHWAY 96 AND TRUNK
 QO2164'HIGHWAY 49, 155 FEET NORTH TRUNK HIGHWAY 96, AT TRUNK HIGHWAY 96
 QO2164'MILEPOINT 3.8, 118.2 FEET SOUTHWEST OF SOUTHWEST CORNER OF OFFICE
 QO2164'BUILDING, 69.5 FEET NORTH OF FRONTAGE ROAD, 30 FEET WEST OF PLEASANT
 QO2164'LAKE ROAD, 6.9 FEET EAST-NORTHEAST 24 INCH ELM TREE, 2.3 FEET
 QO2164'EAST-SOUTHEAST POWER POLE, 0.6 FEET SOUTH WITNESS POST
 QO2164
 QO2164                          STATION RECOVERY (2004)
 QO2164
 QO2164'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO2164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2167 ***********************************************************************
 QO2167  DESIGNATION -  6224 L
 QO2167  PID         -  QO2167
 QO2167  STATE/COUNTY-  MN/RAMSEY
 QO2167  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2167
 QO2167                         *CURRENT SURVEY CONTROL
 QO2167  ___________________________________________________________________
 QO2167* NAD 83(1986)-  45 04 44.     (N)    093 08 16.     (W)     SCALED    
 QO2167* NAVD 88     -       273.908  (meters)     898.65   (feet)  ADJUSTED  
 QO2167  ___________________________________________________________________
 QO2167  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 QO2167  DYNAMIC HT  -         273.902 (meters)     898.63  (feet)  COMP
 QO2167  MODELED GRAV-     980,588.5   (mgal)                       NAVD 88
 QO2167
 QO2167  VERT ORDER  -  SECOND    CLASS I
 QO2167
 QO2167.The horizontal coordinates were scaled from a topographic map and have
 QO2167.an estimated accuracy of +/- 6 seconds.
 QO2167
 QO2167.The orthometric height was determined by differential leveling
 QO2167.and adjusted by the National Geodetic Survey in June 1991..
 QO2167
 QO2167.The geoid height was determined by GEOID03.
 QO2167
 QO2167.The dynamic height is computed by dividing the NAVD 88
 QO2167.geopotential number by the normal gravity value computed on the
 QO2167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2167.degrees latitude (g = 980.6199 gals.).
 QO2167
 QO2167.The modeled gravity was interpolated from observed gravity values.
 QO2167
 QO2167;                    North         East    Units  Estimated Accuracy
 QO2167;SPC MN S     -   331,350.      867,890.      MT  (+/- 180 meters Scaled)
 QO2167
 QO2167                          SUPERSEDED SURVEY CONTROL
 QO2167
 QO2167.No superseded survey control is available for this station.
 QO2167
 QO2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891917(NAD 83)
 QO2167_MARKER: DB = BENCH MARK DISK
 QO2167_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2167_SP_SET: ALUMINUM ALLOY ROD
 QO2167_STAMPING: 6224 L 1981
 QO2167_MARK LOGO: MNDT  
 QO2167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2167
 QO2167  HISTORY     - Date     Condition        Report By
 QO2167  HISTORY     - 1981     MONUMENTED       MNDT
 QO2167  HISTORY     - 19950924 MARK NOT FOUND   USPSQD
 QO2167
 QO2167                          STATION DESCRIPTION
 QO2167
 QO2167'DESCRIBED BY MN DEPT OF TRANSP 1981
 QO2167'IN SHOREVIEW.
 QO2167'THE MARK IS LOCATED 1.0 MILE WEST ALONG TRUNK HIGHWAY 96 FROM ITS
 QO2167'JUNCTION WITH TRUNK HIGHWAY 49 IN SHOREVIEW AND 1.9 EAST ALONG TRUNK
 QO2167'HIGHWAY 96 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 IN ARDEN HILLS,
 QO2167'NEAR TRUNK HIGHWAY 96 MILEPOINT 2.3, IN THE SOUTHWEST 1/4 OF SECTION
 QO2167'14, T30N, R23W.  THE MARK IS ABOUT 200 FEET EAST OF MILTON STREET,
 QO2167'76.5 FEET NORTH OF AND ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF THE
 QO2167'HIGHWAY,40.2 FEET NORTH OF THE WEST END OF A 24 INCH CORRUGATED METAL
 QO2167'CULVERT UNDER SERVICE ENTRANCE TO 891 893 AND 895 TRUNK HIGHWAY 96,
 QO2167'36 FEET WEST OF SAID ENTRANCE, 28.0 FEET NORTHEAST OF A 6 INCH WILLOW
 QO2167'TREE, 1.8 FEET SOUTH OF A POWER POLE, AND 0.7 FEET SOUTH OF A STEEL
 QO2167'WITNESS POST.  THE MARK IS A STANDARD ALUMINUM MNDT VERTICAL CONTROL
 QO2167'MONUMENT DISK STAMPED---6224 L 1981---, ON TOP OF A 45 FOOT LONG
 QO2167'ALUMINUM ALLOY ROD DRIVEN TO RESISTANCE, WHICH IS FLUSH WITH THE
 QO2167'SURFACE OF THE GROUND.
 QO2167
 QO2167                          STATION RECOVERY (1995)
 QO2167
 QO2167'RECOVERY NOTE BY US POWER SQUADRON 1995
 QO2167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2168 ***********************************************************************
 QO2168  DESIGNATION -  6224 M
 QO2168  PID         -  QO2168
 QO2168  STATE/COUNTY-  MN/RAMSEY
 QO2168  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2168
 QO2168                         *CURRENT SURVEY CONTROL
 QO2168  ___________________________________________________________________
 QO2168* NAD 83(1986)-  45 04 45.     (N)    093 08 53.     (W)     SCALED    
 QO2168* NAVD 88     -       288.698  (meters)     947.17   (feet)  ADJUSTED  
 QO2168  ___________________________________________________________________
 QO2168  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 QO2168  DYNAMIC HT  -         288.692 (meters)     947.15  (feet)  COMP
 QO2168  MODELED GRAV-     980,588.4   (mgal)                       NAVD 88
 QO2168
 QO2168  VERT ORDER  -  SECOND    CLASS I
 QO2168
 QO2168.The horizontal coordinates were scaled from a topographic map and have
 QO2168.an estimated accuracy of +/- 6 seconds.
 QO2168
 QO2168.The orthometric height was determined by differential leveling
 QO2168.and adjusted by the National Geodetic Survey in June 1991..
 QO2168
 QO2168.Photographs are available for this station.
 QO2168
 QO2168.The geoid height was determined by GEOID03.
 QO2168
 QO2168.The dynamic height is computed by dividing the NAVD 88
 QO2168.geopotential number by the normal gravity value computed on the
 QO2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2168.degrees latitude (g = 980.6199 gals.).
 QO2168
 QO2168.The modeled gravity was interpolated from observed gravity values.
 QO2168
 QO2168;                    North         East    Units  Estimated Accuracy
 QO2168;SPC MN S     -   331,370.      867,080.      MT  (+/- 180 meters Scaled)
 QO2168
 QO2168                          SUPERSEDED SURVEY CONTROL
 QO2168
 QO2168.No superseded survey control is available for this station.
 QO2168
 QO2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK883917(NAD 83)
 QO2168_MARKER: DV = VERTICAL CONTROL DISK
 QO2168_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2168_SP_SET: ALUMINUM ALLOY ROD
 QO2168_STAMPING: 6224 M 1981
 QO2168_MARK LOGO: MNDT  
 QO2168_PROJECTION: RECESSED 61 CENTIMETERS
 QO2168_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2168_ROD/PIPE-DEPTH:  5.5 meters
 QO2168
 QO2168  HISTORY     - Date     Condition        Report By
 QO2168  HISTORY     - 1981     MONUMENTED       MNDT
 QO2168  HISTORY     - 19950924 MARK NOT FOUND   USPSQD
 QO2168  HISTORY     - 20030728 GOOD             MNDT
 QO2168
 QO2168                          STATION DESCRIPTION
 QO2168
 QO2168'DESCRIBED BY MN DEPT OF TRANSP 1981
 QO2168'IN ARDEN HILLS.
 QO2168'THE MARK IS LOCATED SOUTHWEST OF THE INTERSECTION OF TRUNK HIGHWAY 96
 QO2168'AND LEXINGTON AVENUE IN ARDEN HILLS, 1.5 MILES WEST ALONG TRUNK
 QO2168'HIGHWAY 96 FROM ITS JUNCTION WITH TRUNK HIGHWAY 49 IN SHOREVIEW, 1.4
 QO2168'MILES EAST ALONG TRUNK HIGHWAY 96 FROM ITS JUNCTION WITH HIGHWAY 10
 QO2168'IN ARDEN HILLS, NEAR MILEPOINT 1.8, IN THE NE 1/4 OF SECTION 22,
 QO2168'T30N, R23W.  THE MARK IS 138.1 FEET NORTHEAST OF BURIED TELEPHONE
 QO2168'CABLE PEDESTAL, 128.5 FEET WEST OF THE CENTER OF LEXINGTON AVENUE,
 QO2168'68.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE
 QO2168'EASTBOUND LANE OF THE HIGHWAY, 2.0 FEET NORTH OF A POWER POLE, AND
 QO2168'1.0 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK IS A STANDARD
 QO2168'ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6224 M
 QO2168'1981---, ON TOP OF A 18 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO
 QO2168'REFUSAL, WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 QO2168
 QO2168                          STATION RECOVERY (1995)
 QO2168
 QO2168'RECOVERY NOTE BY US POWER SQUADRON 1995
 QO2168'MARK NOT FOUND.
 QO2168
 QO2168                          STATION RECOVERY (2003)
 QO2168
 QO2168'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO2168'IN ARDEN HILLS, AT JUNCTION TRUNK HIGHWAY 96 AND LEXINGTON AVE, 128.5
 QO2168'FEET WEST OF LEXINGTON AVE, 68 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY
 QO2168'96, 62.5 FEET WEST OF SOUTHWEST BOLT OF STOP LIGHT POLE AT THE
 QO2168'SOUTHWEST QUADRANT OF TRUNK HIGHWAY 96 AND LEXINGTON INTERSECTION, AT
 QO2168'TRUNK HIGHWAY 96 MILEPOINT 1.8, 2 FEET NORTH OF POWER POLE, 1.3 FEET
 QO2168'NORTH WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2171 ***********************************************************************
 QO2171  DESIGNATION -  6224 P
 QO2171  PID         -  QO2171
 QO2171  STATE/COUNTY-  MN/RAMSEY
 QO2171  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2171
 QO2171                         *CURRENT SURVEY CONTROL
 QO2171  ___________________________________________________________________
 QO2171* NAD 83(1986)-  45 04 48.     (N)    093 10 04.     (W)     SCALED    
 QO2171* NAVD 88     -       289.920  (meters)     951.18   (feet)  ADJUSTED  
 QO2171  ___________________________________________________________________
 QO2171  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 QO2171  DYNAMIC HT  -         289.914 (meters)     951.16  (feet)  COMP
 QO2171  MODELED GRAV-     980,588.3   (mgal)                       NAVD 88
 QO2171
 QO2171  VERT ORDER  -  SECOND    CLASS I
 QO2171
 QO2171.The horizontal coordinates were scaled from a topographic map and have
 QO2171.an estimated accuracy of +/- 6 seconds.
 QO2171
 QO2171.The orthometric height was determined by differential leveling
 QO2171.and adjusted by the National Geodetic Survey in June 1991..
 QO2171
 QO2171.Photographs are available for this station.
 QO2171
 QO2171.The geoid height was determined by GEOID03.
 QO2171
 QO2171.The dynamic height is computed by dividing the NAVD 88
 QO2171.geopotential number by the normal gravity value computed on the
 QO2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2171.degrees latitude (g = 980.6199 gals.).
 QO2171
 QO2171.The modeled gravity was interpolated from observed gravity values.
 QO2171
 QO2171;                    North         East    Units  Estimated Accuracy
 QO2171;SPC MN S     -   331,450.      865,520.      MT  (+/- 180 meters Scaled)
 QO2171
 QO2171                          SUPERSEDED SURVEY CONTROL
 QO2171
 QO2171.No superseded survey control is available for this station.
 QO2171
 QO2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK867918(NAD 83)
 QO2171_MARKER: DB = BENCH MARK DISK
 QO2171_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2171_SP_SET: ALUMINUM ALLOY ROD
 QO2171_STAMPING: 6224 P 1981
 QO2171_MARK LOGO: MNDT  
 QO2171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2171
 QO2171  HISTORY     - Date     Condition        Report By
 QO2171  HISTORY     - 1981     MONUMENTED       MNDT
 QO2171
 QO2171                          STATION DESCRIPTION
 QO2171
 QO2171'DESCRIBED BY MN DEPT OF TRANSP 1981
 QO2171'IN ARDEN HILLS.
 QO2171'THE MARK IS LOCATED NEAR THE INTERSECTION OF SNELLING AVENUE AND
 QO2171'TRUNK HIGHWAY 96 IN ARDEN HILLS, ABOUT 0.4 MILE WEST ALONG TRUNK
 QO2171'HIGHWAY 96 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 IN ARDEN HILLS,
 QO2171'2.5 MILES WEST ALONG TRUNK HIGHWAY 96 FROM ITS JUNCTION WITH TRUNK
 QO2171'HIGHWAY 49 IN SHOREVIEW, NEAR MILEPOINT 0.8, IN THE SW 1/4 OF SECTION
 QO2171'15, T30N, R23W THE MARK IS 376 FEET NORTH OF THE CENTERLINE OF THE
 QO2171'WESTBOUND LANE OF THE HIGHWAY, ABOUT 100 FEET EAST OF AND LEVEL WITH
 QO2171'THE PROJECTED CENTER OF SNELLING AVENUE SOUTH, 27.0 FEET EAST OF THE
 QO2171'EAST GATE POST OF GATE P 6, 12.2 FEET SOUTH OF THE SOUTHEAST CORNER
 QO2171'OF A SMALL FRAME GUARD BUILDING, 2.4 FEET SOUTHWEST OF A STEEL CORNER
 QO2171'FENCE POST, 1.8 FEET SOUTH OF CHAIN LINK FENCE AROUND TWIN CITIES
 QO2171'AMMUNITION PLANT, 1.1 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK
 QO2171'IS A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 QO2171'STAMPED---6224 P 1981---, ON TOP OF A 15 FOOT LONG ALUMINUM ALLOY ROD
 QO2171'DRIVEN TO REFUSAL, WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2154 ***********************************************************************
 QO2154  DESIGNATION -  6227 A
 QO2154  PID         -  QO2154
 QO2154  STATE/COUNTY-  MN/WASHINGTON
 QO2154  USGS QUAD   -  WHITE BEAR LAKE EAST (1993)
 QO2154
 QO2154                         *CURRENT SURVEY CONTROL
 QO2154  ___________________________________________________________________
 QO2154* NAD 83(1986)-  45 02 35.     (N)    092 59 04.     (W)     SCALED    
 QO2154* NAVD 88     -       316.356  (meters)    1037.91   (feet)  ADJUSTED  
 QO2154  ___________________________________________________________________
 QO2154  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 QO2154  DYNAMIC HT  -         316.349 (meters)    1037.89  (feet)  COMP
 QO2154  MODELED GRAV-     980,584.3   (mgal)                       NAVD 88
 QO2154
 QO2154  VERT ORDER  -  SECOND    CLASS I
 QO2154
 QO2154.The horizontal coordinates were scaled from a topographic map and have
 QO2154.an estimated accuracy of +/- 6 seconds.
 QO2154
 QO2154.The orthometric height was determined by differential leveling
 QO2154.and adjusted by the National Geodetic Survey in June 1991..
 QO2154
 QO2154.The geoid height was determined by GEOID03.
 QO2154
 QO2154.The dynamic height is computed by dividing the NAVD 88
 QO2154.geopotential number by the normal gravity value computed on the
 QO2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2154.degrees latitude (g = 980.6199 gals.).
 QO2154
 QO2154.The modeled gravity was interpolated from observed gravity values.
 QO2154
 QO2154;                    North         East    Units  Estimated Accuracy
 QO2154;SPC MN S     -   327,510.      880,010.      MT  (+/- 180 meters Scaled)
 QO2154
 QO2154                          SUPERSEDED SURVEY CONTROL
 QO2154
 QO2154.No superseded survey control is available for this station.
 QO2154
 QO2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK012877(NAD 83)
 QO2154_MARKER: DB = BENCH MARK DISK
 QO2154_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO2154_SP_SET: CONCRETE BASE
 QO2154_STAMPING: 6227 A 1980
 QO2154_MARK LOGO: MNDT  
 QO2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2154+STABILITY: SURFACE MOTION
 QO2154
 QO2154  HISTORY     - Date     Condition        Report By
 QO2154  HISTORY     - 1980     MONUMENTED       MNDT
 QO2154  HISTORY     - 20051114 GOOD             USPSQD
 QO2154
 QO2154                          STATION DESCRIPTION
 QO2154
 QO2154'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2154'IN MAHTOMEDI.
 QO2154'THE MARK IS LOCATED ABOUT 0.5 MILE SOUTH ALONG TRUNK HIGHWAY 120 FROM
 QO2154'ITS JUNCTION WITH TRUNK HIGHWAY 244 IN MAHTOMEDI AND IS IN THE SE 1/4
 QO2154'OF SECTION 31, T30N, R21W.  THE MARK IS 58 FEET NORTH OF THE
 QO2154'CENTERLINE OF A STREET, 45.2 FEET NORTHWEST OF A POWER POLE, 28 FEET
 QO2154'EAST OF THE CENTER OF AND ABOUT 1 FOOT HIGHER THAN THE CENTER OF THE
 QO2154'MEDIAN OF TRUNK HIGHWAY 120 AND 12.5 FEET SOUTH OF A POWER POLE IN
 QO2154'THE WEST EDGE OF THE CONCRETE BASE OF TRAFFIC SIGNAL IN THE NORTHEAST
 QO2154'CORNER OF THE INTERSECTION.  THE MARK, A STANDARD MNDT VERTICAL
 QO2154'CONTROL MARK DISK STAMPED---6227 A 1980---, IS CEMENTED IN A DRILL
 QO2154'HOLE IN THE CONCRETE BASE OF THE TRAFFIC SIGNAL.
 QO2154
 QO2154                          STATION RECOVERY (2005)
 QO2154
 QO2154'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO2154'THE UNIDENTIFIED STREET IN THE 1980 DESCRIPTION CAN BETTER BE
 QO2154'DESCRIBED AS THE NORTH ENTRANCE TO THE EAST CAMPUS OF CENTURY COLLEGE
 QO2154'(FORMERLY 916 AREA VOCATIONAL TECHNICAL INSTITUTE).
 QO2154' 
 QO2154'TEXT TO INCLUDE IN THE DESCRIPTION WOULD THEN BE -
 QO2154' 
 QO2154'THE MARK IS IN THE WEST EDGE OF THE CONCRETE BASE OF THE TRAFFIC
 QO2154'SIGNAL IN THE NORTHEAST CORNER OF THE INTERSECTION OF TRUNK HIGHWAY
 QO2154'120 AND THE NORTH ENTRANCE TO THE EAST CAMPUS OF CENTURY COLLEGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2146 ***********************************************************************
 QO2146  DESIGNATION -  6232 A
 QO2146  PID         -  QO2146
 QO2146  STATE/COUNTY-  MN/RAMSEY
 QO2146  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO2146
 QO2146                         *CURRENT SURVEY CONTROL
 QO2146  ___________________________________________________________________
 QO2146* NAD 83(1986)-  45 03 01.     (N)    093 01 56.     (W)     SCALED    
 QO2146* NAVD 88     -       293.446  (meters)     962.75   (feet)  ADJUSTED  
 QO2146  ___________________________________________________________________
 QO2146  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 QO2146  DYNAMIC HT  -         293.440 (meters)     962.73  (feet)  COMP
 QO2146  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 QO2146
 QO2146  VERT ORDER  -  SECOND    CLASS I
 QO2146
 QO2146.The horizontal coordinates were scaled from a topographic map and have
 QO2146.an estimated accuracy of +/- 6 seconds.
 QO2146
 QO2146.The orthometric height was determined by differential leveling
 QO2146.and adjusted by the National Geodetic Survey in June 1991..
 QO2146
 QO2146.Photographs are available for this station.
 QO2146
 QO2146.The geoid height was determined by GEOID03.
 QO2146
 QO2146.The dynamic height is computed by dividing the NAVD 88
 QO2146.geopotential number by the normal gravity value computed on the
 QO2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2146.degrees latitude (g = 980.6199 gals.).
 QO2146
 QO2146.The modeled gravity was interpolated from observed gravity values.
 QO2146
 QO2146;                    North         East    Units  Estimated Accuracy
 QO2146;SPC MN S     -   328,270.      876,240.      MT  (+/- 180 meters Scaled)
 QO2146
 QO2146                          SUPERSEDED SURVEY CONTROL
 QO2146
 QO2146.No superseded survey control is available for this station.
 QO2146
 QO2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK974885(NAD 83)
 QO2146_MARKER: DB = BENCH MARK DISK
 QO2146_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2146_SP_SET: BRIDGE ABUTMENT
 QO2146_STAMPING: 6232 A 1980
 QO2146_MARK LOGO: MNDT  
 QO2146_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2146+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2003
 QO2146
 QO2146  HISTORY     - Date     Condition        Report By
 QO2146  HISTORY     - 1980     MONUMENTED       MNDT
 QO2146  HISTORY     - 20030730 GOOD             MNDT
 QO2146
 QO2146                          STATION DESCRIPTION
 QO2146
 QO2146'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2146'IN VADNAIS HEIGHTS.
 QO2146'THE MARK IS LOCATED ABOUT 0.2 MILE EAST ALONG TRUNK HIGHWAY 244 FROM
 QO2146'ITS JUNCTION WITH TRUNK HIGHWAY 61 IN VADNAIS HEIGHTS AND IS IN THE
 QO2146'NE 1/4 OF SECTION 34, T30N, R22W.  THE MARK IS 41 FEET SOUTH OF AND
 QO2146'0.5 FOOT HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 244 IN THE
 QO2146'ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE 62079 CARRYING HIGHWAY 244
 QO2146'OVER THE BURLINGTON NORTHERN INC. RAILROAD.  THE MARK, A STANDARD
 QO2146'MNDT BENCH MARK DISK STAMPED---6232 A 1980---, IS CEMENTED IN A DRILL
 QO2146'HOLE IN THE BRIDGE ABUTMENT.
 QO2146
 QO2146                          STATION RECOVERY (2003)
 QO2146
 QO2146'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO2146'IN VADNAIS HEIGHTS, 0.2 MILES EAST OF JUNCTION TRUNK HIGHWAY 244 AND
 QO2146'TRUNK HIGHWAY 61, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 244 BRIDGE
 QO2146'62079 OVER RAILROAD, 41 FEET SOUTH TRUNK HIGHWAY 244
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2147 ***********************************************************************
 QO2147  DESIGNATION -  6232 B
 QO2147  PID         -  QO2147
 QO2147  STATE/COUNTY-  MN/RAMSEY
 QO2147  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO2147
 QO2147                         *CURRENT SURVEY CONTROL
 QO2147  ___________________________________________________________________
 QO2147* NAD 83(1986)-  45 02 58.     (N)    093 01 33.     (W)     SCALED    
 QO2147* NAVD 88     -       290.839  (meters)     954.19   (feet)  ADJUSTED  
 QO2147  ___________________________________________________________________
 QO2147  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 QO2147  DYNAMIC HT  -         290.833 (meters)     954.17  (feet)  COMP
 QO2147  MODELED GRAV-     980,588.3   (mgal)                       NAVD 88
 QO2147
 QO2147  VERT ORDER  -  SECOND    CLASS I
 QO2147
 QO2147.The horizontal coordinates were scaled from a topographic map and have
 QO2147.an estimated accuracy of +/- 6 seconds.
 QO2147
 QO2147.The orthometric height was determined by differential leveling
 QO2147.and adjusted by the National Geodetic Survey in June 1991..
 QO2147
 QO2147.Photographs are available for this station.
 QO2147
 QO2147.The geoid height was determined by GEOID03.
 QO2147
 QO2147.The dynamic height is computed by dividing the NAVD 88
 QO2147.geopotential number by the normal gravity value computed on the
 QO2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2147.degrees latitude (g = 980.6199 gals.).
 QO2147
 QO2147.The modeled gravity was interpolated from observed gravity values.
 QO2147
 QO2147;                    North         East    Units  Estimated Accuracy
 QO2147;SPC MN S     -   328,180.      876,740.      MT  (+/- 180 meters Scaled)
 QO2147
 QO2147                          SUPERSEDED SURVEY CONTROL
 QO2147
 QO2147.No superseded survey control is available for this station.
 QO2147
 QO2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK979884(NAD 83)
 QO2147_MARKER: DV = VERTICAL CONTROL DISK
 QO2147_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2147_SP_SET: COPPER-CLAD STEEL ROD
 QO2147_STAMPING: 6232 B 1980
 QO2147_MARK LOGO: MNDT  
 QO2147_PROJECTION: RECESSED 5 CENTIMETERS
 QO2147_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2147+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2003
 QO2147_ROD/PIPE-DEPTH:  9.8 meters
 QO2147
 QO2147  HISTORY     - Date     Condition        Report By
 QO2147  HISTORY     - 1980     MONUMENTED       MNDT
 QO2147  HISTORY     - 20030730 GOOD             MNDT
 QO2147
 QO2147                          STATION DESCRIPTION
 QO2147
 QO2147'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2147'IN WHITE BEAR LAKE.
 QO2147'THE MARK IS LOCATED IN WHITE BEAR LAKE ABOUT 0.5 MILE EAST ALONG
 QO2147'TRUNK HIGHWAY 244 FROM ITS JUNCTION WITH TRUNK HIGHWAY 61, THENCE
 QO2147'SOUTH 327 FEET ALONG WILLOW AVENUE AND IS IN THE NE 1/4 OF SECTION
 QO2147'34, T30N, R22W.  THE MARK IS 112 FEET WEST OF THE NORTHWEST CORNER OF
 QO2147'THE GARAGE ATTACHED TO THE HOUSE AT 3564 WILLOW AVENUE, 80 FEET
 QO2147'NORTHWEST OF A TELEPHONE PEDESTAL, 30 FEET WEST OF THE CENTER OF
 QO2147'WILLOW AVENUE, 1.8 FEET NORTH OF A POWER POLE AND 1 FOOT NORTH OF A
 QO2147'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 QO2147'DISK STAMPED ---6232 B 1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8
 QO2147'INCH DIAMETER BY 32 FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH
 QO2147'WITH THE GROUND.
 QO2147
 QO2147                          STATION RECOVERY (2003)
 QO2147
 QO2147'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO2147'IN WHITE BEAR LAKE, 0.5 MILES EAST OF JUNCTION TRUNK HIGHWAY 244 AND
 QO2147'TRUNK HIGHWAY 61, 327 FEET SOUTH TRUNK HIGHWAY 244, 30 FEET WEST OF
 QO2147'WILLOW AVE, 112 FEET WEST OF NORTHWEST CORNER OF GARAGE AT 3564 WILLOW
 QO2147'AVE, 80 FEET NORTHWEST TELEPHONE PEDESTAL, 1.8 FEET NORTH POWER POLE,
 QO2147'1.0 FEET NORTH WITNESS POST, DISK REPORTED LOOSE IN 2003
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2148 ***********************************************************************
 QO2148  DESIGNATION -  6232 C
 QO2148  PID         -  QO2148
 QO2148  STATE/COUNTY-  MN/RAMSEY
 QO2148  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO2148
 QO2148                         *CURRENT SURVEY CONTROL
 QO2148  ___________________________________________________________________
 QO2148* NAD 83(1986)-  45 02 58.     (N)    093 00 53.     (W)     SCALED    
 QO2148* NAVD 88     -       290.881  (meters)     954.33   (feet)  ADJUSTED  
 QO2148  ___________________________________________________________________
 QO2148  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 QO2148  DYNAMIC HT  -         290.875 (meters)     954.31  (feet)  COMP
 QO2148  MODELED GRAV-     980,588.4   (mgal)                       NAVD 88
 QO2148
 QO2148  VERT ORDER  -  SECOND    CLASS I
 QO2148
 QO2148.The horizontal coordinates were scaled from a topographic map and have
 QO2148.an estimated accuracy of +/- 6 seconds.
 QO2148
 QO2148.The orthometric height was determined by differential leveling
 QO2148.and adjusted by the National Geodetic Survey in June 1991..
 QO2148
 QO2148.The geoid height was determined by GEOID03.
 QO2148
 QO2148.The dynamic height is computed by dividing the NAVD 88
 QO2148.geopotential number by the normal gravity value computed on the
 QO2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2148.degrees latitude (g = 980.6199 gals.).
 QO2148
 QO2148.The modeled gravity was interpolated from observed gravity values.
 QO2148
 QO2148;                    North         East    Units  Estimated Accuracy
 QO2148;SPC MN S     -   328,190.      877,620.      MT  (+/- 180 meters Scaled)
 QO2148
 QO2148                          SUPERSEDED SURVEY CONTROL
 QO2148
 QO2148.No superseded survey control is available for this station.
 QO2148
 QO2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK988884(NAD 83)
 QO2148_MARKER: DV = VERTICAL CONTROL DISK
 QO2148_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2148_SP_SET: CONCRETE SLAB
 QO2148_STAMPING: 6232 C 1980
 QO2148_MARK LOGO: MNDT  
 QO2148_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2148+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 QO2148
 QO2148  HISTORY     - Date     Condition        Report By
 QO2148  HISTORY     - 1980     MONUMENTED       MNDT
 QO2148  HISTORY     - 20030730 GOOD             MNDT
 QO2148  HISTORY     - 20051114 GOOD             USPSQD
 QO2148
 QO2148                          STATION DESCRIPTION
 QO2148
 QO2148'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2148'IN WHITE BEAR LAKE.
 QO2148'THE MARK IS LOCATED IN WHITE BEAR LAKE ABOUT 1 MILE EAST ALONG TRUNK
 QO2148'HIGHWAY 244 FROM ITS JUNCTION WITH TRUNK HIGHWAY 61, THENCE SOUTH 233
 QO2148'FEET ALONG WHITE BEAR AVENUE AND IS IN THE NE 1/4 OF SECTION 35,
 QO2148'T30N, R22W.  THE MARK IS 133 FEET EAST OF THE MEDIAN OF WHITE BEAR
 QO2148'AVENUE, 1.2 FEET EAST OF THE EAST WALL OF THE 1-STORY BRICK SCHOOL
 QO2148'BUILDING IN THE 5 FOOT BY 10 FOOT CONCRETE PLATFORM FOR THE OLD COAL
 QO2148'CHUTE HOUSING.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QO2148'STAMPED ---6232 C 1980---, IS CEMENTED IN A DRILL HOLE IN THE
 QO2148'PLATFORM.
 QO2148
 QO2148                          STATION RECOVERY (2003)
 QO2148
 QO2148'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO2148'IN WHITE BEAR LAKE, 1 MILES EAST OF JUNCTION TRUNK HIGHWAY 244 AND
 QO2148'TRUNK HIGHWAY 61, 233 FEET SOUTH TRUNK HIGHWAY 244, 133 FEET EAST OF
 QO2148'WHITE BEAR AVENUE MEDIAN, IN CONCRETE BASE OF OLD COAL CHUTE, 1.2 FEET
 QO2148'EAST OF EAST WALL OF SCHOOL
 QO2148
 QO2148                          STATION RECOVERY (2005)
 QO2148
 QO2148'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO2148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2149 ***********************************************************************
 QO2149  DESIGNATION -  6232 D
 QO2149  PID         -  QO2149
 QO2149  STATE/COUNTY-  MN/RAMSEY
 QO2149  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO2149
 QO2149                         *CURRENT SURVEY CONTROL
 QO2149  ___________________________________________________________________
 QO2149* NAD 83(1986)-  45 03 00.     (N)    093 00 22.     (W)     SCALED    
 QO2149* NAVD 88     -       291.584  (meters)     956.64   (feet)  ADJUSTED  
 QO2149  ___________________________________________________________________
 QO2149  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 QO2149  DYNAMIC HT  -         291.578 (meters)     956.62  (feet)  COMP
 QO2149  MODELED GRAV-     980,588.4   (mgal)                       NAVD 88
 QO2149
 QO2149  VERT ORDER  -  SECOND    CLASS I
 QO2149
 QO2149.The horizontal coordinates were scaled from a topographic map and have
 QO2149.an estimated accuracy of +/- 6 seconds.
 QO2149
 QO2149.The orthometric height was determined by differential leveling
 QO2149.and adjusted by the National Geodetic Survey in June 1991..
 QO2149
 QO2149.Photographs are available for this station.
 QO2149
 QO2149.The geoid height was determined by GEOID03.
 QO2149
 QO2149.The dynamic height is computed by dividing the NAVD 88
 QO2149.geopotential number by the normal gravity value computed on the
 QO2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2149.degrees latitude (g = 980.6199 gals.).
 QO2149
 QO2149.The modeled gravity was interpolated from observed gravity values.
 QO2149
 QO2149;                    North         East    Units  Estimated Accuracy
 QO2149;SPC MN S     -   328,260.      878,290.      MT  (+/- 180 meters Scaled)
 QO2149
 QO2149                          SUPERSEDED SURVEY CONTROL
 QO2149
 QO2149.No superseded survey control is available for this station.
 QO2149
 QO2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK995885(NAD 83)
 QO2149_MARKER: DV = VERTICAL CONTROL DISK
 QO2149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO2149_SP_SET: CONCRETE FOOTING
 QO2149_STAMPING: 6232 D 1980
 QO2149_MARK LOGO: MNDT  
 QO2149_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2149+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2003
 QO2149
 QO2149  HISTORY     - Date     Condition        Report By
 QO2149  HISTORY     - 1980     MONUMENTED       MNDT
 QO2149  HISTORY     - 20030730 GOOD             MNDT
 QO2149  HISTORY     - 20051114 GOOD             USPSQD
 QO2149
 QO2149                          STATION DESCRIPTION
 QO2149
 QO2149'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2149'IN WHITE BEAR LAKE.
 QO2149'THE MARK IS LOCATED IN WHITE BEAR LAKE ABOUT 1.5 MILE EAST ALONG
 QO2149'TRUNK HIGHWAY 244 FROM ITS JUNCTION WITH TRUNK HIGHWAY 61, THENCE
 QO2149'SOUTH 251.6 FEET ALONG MCKNIGHT ROAD AND IS IN THE NE 1/4 OF SECTION
 QO2149'35, T30N, R22W.  THE MARK IS 242 FEET WEST OF THE CENTER OF MCKNIGHT
 QO2149'ROAD, 54.7 FEET SOUTHEAST OF A FIRE HYDRANT AND 45.5 FEET SOUTHWEST
 QO2149'OF THE SOUTHWEST CORNER OF THE FIREMAN TRAINING TOWER AND IS IN THE
 QO2149'CENTER OF THE NORTH EDGE OF A 9 FOOT BY 24 FOOT CONCRETE HOUSING FOR
 QO2149'WATER PIPES.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QO2149'STAMPED ---6232 D 1980---, IS CEMENTED IN A DRILL HOLE IN THE
 QO2149'HOUSING.
 QO2149
 QO2149                          STATION RECOVERY (2003)
 QO2149
 QO2149'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO2149'IN WHITE BEAR LAKE, 1.5 MILES EAST OF JUNCTION TRUNK HIGHWAY 244 AND
 QO2149'TRUNK HIGHWAY 61, 251.6 FEET SOUTH TRUNK HIGHWAY 244, 242 FEET WEST OF
 QO2149'MCKNIGHT ROAD, IN NORTH EDGE OF CONCRETE HOUSING FOR WATER PIPES, 54.7
 QO2149'FEET SOUTHEAST FIRE HYDRANT, 45.5 FEET SOUTHWEST OF SOUTHWEST CORNER
 QO2149'OF FIRE TRAINING TWR
 QO2149
 QO2149                          STATION RECOVERY (2005)
 QO2149
 QO2149'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO2149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2150 ***********************************************************************
 QO2150  DESIGNATION -  6232 E
 QO2150  PID         -  QO2150
 QO2150  STATE/COUNTY-  MN/RAMSEY
 QO2150  USGS QUAD   -  WHITE BEAR LAKE EAST (1993)
 QO2150
 QO2150                         *CURRENT SURVEY CONTROL
 QO2150  ___________________________________________________________________
 QO2150* NAD 83(1986)-  45 03 10.     (N)    092 59 38.     (W)     SCALED    
 QO2150* NAVD 88     -       312.026  (meters)    1023.71   (feet)  ADJUSTED  
 QO2150  ___________________________________________________________________
 QO2150  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 QO2150  DYNAMIC HT  -         312.020 (meters)    1023.69  (feet)  COMP
 QO2150  MODELED GRAV-     980,586.6   (mgal)                       NAVD 88
 QO2150
 QO2150  VERT ORDER  -  SECOND    CLASS I
 QO2150
 QO2150.The horizontal coordinates were scaled from a topographic map and have
 QO2150.an estimated accuracy of +/- 6 seconds.
 QO2150
 QO2150.The orthometric height was determined by differential leveling
 QO2150.and adjusted by the National Geodetic Survey in June 1991..
 QO2150
 QO2150.Photographs are available for this station.
 QO2150
 QO2150.The geoid height was determined by GEOID03.
 QO2150
 QO2150.The dynamic height is computed by dividing the NAVD 88
 QO2150.geopotential number by the normal gravity value computed on the
 QO2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2150.degrees latitude (g = 980.6199 gals.).
 QO2150
 QO2150.The modeled gravity was interpolated from observed gravity values.
 QO2150
 QO2150;                    North         East    Units  Estimated Accuracy
 QO2150;SPC MN S     -   328,580.      879,250.      MT  (+/- 180 meters Scaled)
 QO2150
 QO2150                          SUPERSEDED SURVEY CONTROL
 QO2150
 QO2150.No superseded survey control is available for this station.
 QO2150
 QO2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK004888(NAD 83)
 QO2150_MARKER: DV = VERTICAL CONTROL DISK
 QO2150_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2150_SP_SET: CONCRETE SLAB OF LOADING DOCK
 QO2150_STAMPING: 6232 E 1980
 QO2150_MARK LOGO: MNDT  
 QO2150_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2150+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 QO2150
 QO2150  HISTORY     - Date     Condition        Report By
 QO2150  HISTORY     - 1980     MONUMENTED       MNDT
 QO2150  HISTORY     - 20030730 GOOD             MNDT
 QO2150  HISTORY     - 20051114 GOOD             USPSQD
 QO2150
 QO2150                          STATION DESCRIPTION
 QO2150
 QO2150'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2150'IN WHITE BEAR LAKE.
 QO2150'THE MARK IS LOCATED IN WHITE BEAR LAKE ABOUT 2 MILES EAST ALONG TRUNK
 QO2150'HIGHWAY 244 FROM ITS JUNCTION WITH TRUNK HIGHWAY 61, THENCE NORTH
 QO2150'0.15 MILE ALONG BELLAIRE AVENUE AND IS IN THE SE 1/4 OF SECTION 25,
 QO2150'T30N, R22W.  THE MARK IS 221 FEET EAST OF THE CENTER OF BELLAIRE
 QO2150'AVENUE, 138 FEET NORTH OF THE CENTER OF SPRUCE PLACE, 42 FEET NORTH
 QO2150'OF THE SOUTHWEST CORNER OF THE 1-STORY BRICK PARKVIEW SCHOOL
 QO2150'BUILDING, 13 FEET NORTH OF THE SOUTH END OF THE LOADING DOCK ON THE
 QO2150'WEST END OF THE SCHOOL, 0.6 FOOT WEST OF THE WEST WALL OF THE SCHOOL
 QO2150'AND IN THE 8 FOOT BY 33 FOOT CONCRETE LOADING DOCK.  THE MARK, A
 QO2150'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---6232 E 1980---, IS
 QO2150'CEMENTED IN A DRILL HOLE IN THE LOADING DOCK.
 QO2150
 QO2150                          STATION RECOVERY (2003)
 QO2150
 QO2150'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO2150'IN WHITE BEAR LAKE, 0.15 MILES NORTH OF JUNCTION TRUNK HIGHWAY 244 AND
 QO2150'BELLAIRE AVE, IN SOUTH END OF LOADING DOCK AT WEST END OF SCHOOL, 221
 QO2150'FEET EAST OF BELLAIRE AVE, 138 FEET NORTH OF SPRUCE PLACE, 42 FEET
 QO2150'NORTH OF SOUTHWEST CORNER OF PARKVIEW SCHOOL, 13 FEET NORTH OF SOUTH
 QO2150'END OF LOADING DOCK, 0.6 FEET WEST OF WEST WALL OF SCHOOL
 QO2150
 QO2150                          STATION RECOVERY (2005)
 QO2150
 QO2150'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO2150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1418 ***********************************************************************
 PP1418  DESIGNATION -  6241 A
 PP1418  PID         -  PP1418
 PP1418  STATE/COUNTY-  MN/RAMSEY
 PP1418  USGS QUAD   -  ST PAUL WEST (1993)
 PP1418
 PP1418                         *CURRENT SURVEY CONTROL
 PP1418  ___________________________________________________________________
 PP1418* NAD 83(1986)-  44 59 28.     (N)    093 12 19.     (W)     SCALED    
 PP1418* NAVD 88     -       287.329  (meters)     942.68   (feet)  ADJUSTED  
 PP1418  ___________________________________________________________________
 PP1418  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 PP1418  DYNAMIC HT  -         287.322 (meters)     942.66  (feet)  COMP
 PP1418  MODELED GRAV-     980,581.5   (mgal)                       NAVD 88
 PP1418
 PP1418  VERT ORDER  -  SECOND    CLASS 0
 PP1418
 PP1418.The horizontal coordinates were scaled from a topographic map and have
 PP1418.an estimated accuracy of +/- 6 seconds.
 PP1418
 PP1418.The orthometric height was determined by differential leveling
 PP1418.and adjusted by the National Geodetic Survey in June 1991..
 PP1418
 PP1418.The geoid height was determined by GEOID03.
 PP1418
 PP1418.The dynamic height is computed by dividing the NAVD 88
 PP1418.geopotential number by the normal gravity value computed on the
 PP1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1418.degrees latitude (g = 980.6199 gals.).
 PP1418
 PP1418.The modeled gravity was interpolated from observed gravity values.
 PP1418
 PP1418;                    North         East    Units  Estimated Accuracy
 PP1418;SPC MN S     -   321,540.      862,670.      MT  (+/- 180 meters Scaled)
 PP1418
 PP1418                          SUPERSEDED SURVEY CONTROL
 PP1418
 PP1418  NGVD 29 (??/??/92)  287.271  (m)          942.49   (f) ADJ UNCH    2 0
 PP1418
 PP1418.Superseded values are not recommended for survey control.
 PP1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1418.See file dsdata.txt to determine how the superseded data were derived.
 PP1418
 PP1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK838819(NAD 83)
 PP1418_MARKER: DB = BENCH MARK DISK
 PP1418_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP1418_SP_SET: SIDEWALK ON BRIDGE
 PP1418_STAMPING: 6241 A 1955
 PP1418_MARK LOGO: MNHD  
 PP1418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1418
 PP1418  HISTORY     - Date     Condition        Report By
 PP1418  HISTORY     - 1955     MONUMENTED       MNHD
 PP1418  HISTORY     - 1973     GOOD             MNDT
 PP1418  HISTORY     - 1980     GOOD             MNDT
 PP1418  HISTORY     - 1987     POOR             USPSQD
 PP1418  HISTORY     - 1989     POOR             USPSQD
 PP1418  HISTORY     - 20010625 POOR             USPSQD
 PP1418
 PP1418                          STATION DESCRIPTION
 PP1418
 PP1418'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1418'IN ST PAUL.
 PP1418'THE MARK IS APPROXIMATELY 2.2 MILES NORTH ALONG TRUNK HIGHWAY 280 FROM
 PP1418'THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 94 IN ST. PAUL AND IS
 PP1418'1.1 MILES SOUTH ALONG TRUNK HIGHWAY 280 FROM THE JUNCTION OF TRUNK
 PP1418'HIGHWAY 280 AND INTERSTATE 35W IN ROSEVILLE.  IT IS SET IN THE
 PP1418'SOUTHEAST CORNER (WALK) OF BRIDGE NUMBER 6738 (LARPENTEUR AVENUE OVER
 PP1418'TRUNK HIGHWAY 280).  IT IS 0.5 FOOT WEST OF THE EAST END OF WALKWAY,
 PP1418'4.4 FEET SOUTH OF THE NORTH EDGE OF SOUTH WALKWAY, 12 FEET EAST OF
 PP1418'EAST EDGE OF BRIDGE DECK AND 0.5 FOOT ABOVE THE LEVEL OF LARPENTEUR
 PP1418'AVENUE.  CORNER OF NW 1/4, SEC 20, T 29N, R 23W.
 PP1418
 PP1418                          STATION RECOVERY (1980)
 PP1418
 PP1418'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 PP1418'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP1418'LOCATED ON BRIDGE NUMBER 6738 CARRYING LARPENTEUR AVENUE OVER TRUNK
 PP1418'HIGHWAY 280 IN THE NW 1/4 OF SECTION 20, T29N, R23W.  THE MARK IS SET
 PP1418'IN THE SIDEWALK IN THE SOUTHEAST CORNER OF THE BRIDGE, 0.5 FOOT WEST
 PP1418'OF THE EAST END OF THE SIDEWALK AND 4.4 FEET SOUTH OF THE NORTH EDGE
 PP1418'OF THE SOUTH SIDEWALK.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 PP1418'STAMPED---6241 A 1955---, IS CEMENTED IN A DRILL HOLE IN THE
 PP1418'SIDEWALK.
 PP1418
 PP1418                          STATION RECOVERY (1987)
 PP1418
 PP1418'RECOVERY NOTE BY US POWER SQUADRON 1987 (GQ)
 PP1418'MARK RECOVERED IN POOR CONDITION.
 PP1418
 PP1418                          STATION RECOVERY (1989)
 PP1418
 PP1418'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 PP1418'MARK RECOVERED IN POOR CONDITION.
 PP1418
 PP1418                          STATION RECOVERY (2001)
 PP1418
 PP1418'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1418'MARK OK BUT SCRAPED AND CANNOT READ
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3176 ***********************************************************************
 PP3176  DESIGNATION -  6241 A 1
 PP3176  PID         -  PP3176
 PP3176  STATE/COUNTY-  MN/RAMSEY
 PP3176  USGS QUAD   -  ST PAUL WEST (1993)
 PP3176
 PP3176                         *CURRENT SURVEY CONTROL
 PP3176  ___________________________________________________________________
 PP3176* NAD 83(1986)-  44 59 30.     (N)    093 11 50.     (W)     SCALED    
 PP3176* NAVD 88     -       297.562  (meters)     976.25   (feet)  ADJUSTED  
 PP3176  ___________________________________________________________________
 PP3176  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 PP3176  DYNAMIC HT  -         297.555 (meters)     976.23  (feet)  COMP
 PP3176  MODELED GRAV-     980,581.5   (mgal)                       NAVD 88
 PP3176
 PP3176  VERT ORDER  -  SECOND    CLASS I
 PP3176
 PP3176.The horizontal coordinates were scaled from a topographic map and have
 PP3176.an estimated accuracy of +/- 6 seconds.
 PP3176
 PP3176.The orthometric height was determined by differential leveling
 PP3176.and adjusted by the National Geodetic Survey in June 1991..
 PP3176
 PP3176.The geoid height was determined by GEOID03.
 PP3176
 PP3176.The dynamic height is computed by dividing the NAVD 88
 PP3176.geopotential number by the normal gravity value computed on the
 PP3176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3176.degrees latitude (g = 980.6199 gals.).
 PP3176
 PP3176.The modeled gravity was interpolated from observed gravity values.
 PP3176
 PP3176;                    North         East    Units  Estimated Accuracy
 PP3176;SPC MN S     -   321,610.      863,300.      MT  (+/- 180 meters Scaled)
 PP3176
 PP3176                          SUPERSEDED SURVEY CONTROL
 PP3176
 PP3176.No superseded survey control is available for this station.
 PP3176
 PP3176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK844820(NAD 83)
 PP3176_MARKER: DB = BENCH MARK DISK
 PP3176_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3176_SP_SET: COPPER-CLAD STEEL ROD
 PP3176_STAMPING: 6241 A 1 1980
 PP3176_MARK LOGO: MNDT  
 PP3176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3176
 PP3176  HISTORY     - Date     Condition        Report By
 PP3176  HISTORY     - 1980     MONUMENTED       MNDT
 PP3176  HISTORY     - 20010625 MARK NOT FOUND   USPSQD
 PP3176
 PP3176                          STATION DESCRIPTION
 PP3176
 PP3176'DESCRIBED BY MN DEPT OF TRANSP 1980
 PP3176'IN FALCON HEIGHTS.
 PP3176'THE MARK IS LOCATED ABOUT 0.4 MILE EAST ALONG LARPENTEUR AVENUE FROM
 PP3176'TRUNK HIGHWAY 280 AND IS IN THE SE 1/4 OF SECTION 17, T29N, R23W, AT
 PP3176'THE SOUTHWEST CORNER OF THE UNIVERSITY OF MINNESOTA GOLF COURSE.  THE
 PP3176'MARK IS 45 FEET NORTH OF THE CENTER OF THE MEDIAN OF LARPENTEUR
 PP3176'AVENUE, 35.5 FEET EAST OF THE CENTER OF FULHAM STREET, 2.7 FEET
 PP3176'EAST-SOUTHEAST OF A FENCE CORNER AND 0.5 FOOT SOUTH OF A STEEL
 PP3176'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3176'STAMPED ---6241 A 1 1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8
 PP3176'INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH
 PP3176'WITH THE SURFACE OF THE GROUND.
 PP3176
 PP3176                          STATION RECOVERY (2001)
 PP3176
 PP3176'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP3176'NOT FOUND, NO WITNESS POST AT SITE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1395 ***********************************************************************
 PP1395  DESIGNATION -  6241 B
 PP1395  PID         -  PP1395
 PP1395  STATE/COUNTY-  MN/RAMSEY
 PP1395  USGS QUAD   -  ST PAUL WEST (1993)
 PP1395
 PP1395                         *CURRENT SURVEY CONTROL
 PP1395  ___________________________________________________________________
 PP1395* NAD 83(1986)-  44 59 30.     (N)    093 12 20.     (W)     SCALED    
 PP1395* NAVD 88     -       286.794  (meters)     940.92   (feet)  ADJUSTED  
 PP1395  ___________________________________________________________________
 PP1395  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 PP1395  DYNAMIC HT  -         286.786 (meters)     940.90  (feet)  COMP
 PP1395  MODELED GRAV-     980,581.5   (mgal)                       NAVD 88
 PP1395
 PP1395  VERT ORDER  -  SECOND    CLASS 0
 PP1395
 PP1395.The horizontal coordinates were scaled from a topographic map and have
 PP1395.an estimated accuracy of +/- 6 seconds.
 PP1395
 PP1395.The orthometric height was determined by differential leveling
 PP1395.and adjusted by the National Geodetic Survey in June 1991..
 PP1395
 PP1395.The geoid height was determined by GEOID03.
 PP1395
 PP1395.The dynamic height is computed by dividing the NAVD 88
 PP1395.geopotential number by the normal gravity value computed on the
 PP1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1395.degrees latitude (g = 980.6199 gals.).
 PP1395
 PP1395.The modeled gravity was interpolated from observed gravity values.
 PP1395
 PP1395;                    North         East    Units  Estimated Accuracy
 PP1395;SPC MN S     -   321,610.      862,650.      MT  (+/- 180 meters Scaled)
 PP1395
 PP1395                          SUPERSEDED SURVEY CONTROL
 PP1395
 PP1395  NGVD 29 (??/??/92)  286.736  (m)          940.73   (f) ADJ UNCH    2 0
 PP1395
 PP1395.Superseded values are not recommended for survey control.
 PP1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1395.See file dsdata.txt to determine how the superseded data were derived.
 PP1395
 PP1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK837820(NAD 83)
 PP1395_MARKER: DB = BENCH MARK DISK
 PP1395_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP1395_SP_SET: SIDEWALK ON BRIDGE
 PP1395_STAMPING: 6241 B 1973
 PP1395_MARK LOGO: MNHD  
 PP1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1395
 PP1395  HISTORY     - Date     Condition        Report By
 PP1395  HISTORY     - 1973     MONUMENTED       MNDT
 PP1395  HISTORY     - 1980     GOOD             MNDT
 PP1395  HISTORY     - 198810   GOOD             USPSQD
 PP1395  HISTORY     - 20010625 GOOD             USPSQD
 PP1395
 PP1395                          STATION DESCRIPTION
 PP1395
 PP1395'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1395'IN ST PAUL.
 PP1395'THE MARK IS APPROXIMATELY 2.2 MILES NORTH ALONG TRUNK HIGHWAY 280 FROM
 PP1395'THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 94 IN ST. PAUL, AND
 PP1395'1.1 MILES SOUTH ALONG TRUNK HIGHWAY 280 FROM THE JUNCTION OF TRUNK
 PP1395'HIGHWAY 280 AND INTERSTATE 35W IN ROSEVILLE.  IT IS 0.5 MILE EAST OF
 PP1395'BRIDGE 6738 (LARPENTEUR AVENUE OVER TRUNK HIGHWAY 280) AND IS SET IN
 PP1395'THE SOUTHEAST CORNER (WALK) OF BRIDGE NUMBER 6630 (LARPENTEUR AVENUE
 PP1395'OVER MINNESOTA TRANSFER RAILROAD).  IT IS 0.5 FOOT WEST OF EAST END OF
 PP1395'CONCRETE WALK, 4.4 FEET SOUTH OF THE NORTH EDGE OF CONCRETE WALK,
 PP1395'112.3 FEET SOUTHWEST OF TRAVERSE STATION LAUDER, AND 120.6 FEET WEST
 PP1395'OF LAUDER REFERENCE MARK NUMBER 2.  IT IS 123 FEET WEST OF A STEEL
 PP1395'WITNESS POST, IS ABOUT LEVEL WITH THE SIDEWALK, AND IS 0.5 FOOT ABOVE
 PP1395'THE LEVEL OF LARPENTEUR AVENUE.  NW 1/4 SECTION 20, T 29N, R 23W.
 PP1395
 PP1395                          STATION RECOVERY (1980)
 PP1395
 PP1395'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 PP1395'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP1395'LOCATED ABOUT 0.5 MILE EAST ALONG LARPENTEUR AVENUE FROM ITS JUNCTION
 PP1395'WITH TRUNK HIGHWAY 280 AND THE MARK IS IN THE NW 1/4 OF SECTION 20,
 PP1395'T29N, R23W.  THE MARK IS SET IN THE SIDEWALK IN THE SOUTHEAST CORNER
 PP1395'OF BRIDGE NUMBER 6630 CARRYING LARPENTEUR AVENUE OVER THE MINNESOTA
 PP1395'TRANSFER RAILROAD.  THE MARK IS 0.5 FOOT WEST OF THE EAST END OF THE
 PP1395'CONCRETE SIDEWALK, 4.4 FEET SOUTH OF THE NORTH EDGE OF THE SIDEWALK,
 PP1395'112.3 FEET SOUTHWEST OF TRAVERSE STATION LAUDER, 120.6 FEET WEST OF
 PP1395'LAUDER RM 2 AND 123 FEET WEST OF A STEEL WITNESS POST.  THE MARK, A
 PP1395'STANDARD MNHD BENCH MARK DISK STAMPED---6241 B 1973---, IS CEMENTED
 PP1395'IN A DRILL HOLE IN THE SIDEWALK.
 PP1395
 PP1395                          STATION RECOVERY (1988)
 PP1395
 PP1395'RECOVERY NOTE BY US POWER SQUADRON 1988 (WK)
 PP1395'RECOVERED IN GOOD CONDITION.
 PP1395
 PP1395                          STATION RECOVERY (2001)
 PP1395
 PP1395'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1065 ***********************************************************************
 PP1065  DESIGNATION -  6242 D 1
 PP1065  PID         -  PP1065
 PP1065  STATE/COUNTY-  MN/RAMSEY
 PP1065  USGS QUAD   -  ST PAUL WEST (1993)
 PP1065
 PP1065                         *CURRENT SURVEY CONTROL
 PP1065  ___________________________________________________________________
 PP1065* NAD 83(1986)-  44 57 35.     (N)    093 12 03.     (W)     SCALED    
 PP1065* NAVD 88     -       265.137  (meters)     869.87   (feet)  ADJUSTED  
 PP1065  ___________________________________________________________________
 PP1065  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 PP1065  DYNAMIC HT  -         265.129 (meters)     869.84  (feet)  COMP
 PP1065  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 PP1065
 PP1065  VERT ORDER  -  SECOND    CLASS 0
 PP1065
 PP1065.The horizontal coordinates were scaled from a topographic map and have
 PP1065.an estimated accuracy of +/- 6 seconds.
 PP1065
 PP1065.The orthometric height was determined by differential leveling
 PP1065.and adjusted by the National Geodetic Survey in June 1991..
 PP1065
 PP1065.The geoid height was determined by GEOID03.
 PP1065
 PP1065.The dynamic height is computed by dividing the NAVD 88
 PP1065.geopotential number by the normal gravity value computed on the
 PP1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1065.degrees latitude (g = 980.6199 gals.).
 PP1065
 PP1065.The modeled gravity was interpolated from observed gravity values.
 PP1065
 PP1065;                    North         East    Units  Estimated Accuracy
 PP1065;SPC MN S     -   318,060.      863,050.      MT  (+/- 180 meters Scaled)
 PP1065
 PP1065                          SUPERSEDED SURVEY CONTROL
 PP1065
 PP1065  NGVD 29 (??/??/92)  265.085  (m)          869.70   (f) ADJ UNCH    2 0
 PP1065
 PP1065.Superseded values are not recommended for survey control.
 PP1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1065.See file dsdata.txt to determine how the superseded data were derived.
 PP1065
 PP1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK841784(NAD 83)
 PP1065_MARKER: DD = SURVEY DISK
 PP1065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1065_SP_SET: BRIDGE
 PP1065_STAMPING: 6242D1
 PP1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1065
 PP1065  HISTORY     - Date     Condition        Report By
 PP1065  HISTORY     - UNK      MONUMENTED       MNDT
 PP1065  HISTORY     - 1969     GOOD             MNDT
 PP1065  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PP1065
 PP1065                          STATION DESCRIPTION
 PP1065
 PP1065'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1065'IN SAINT PAUL.
 PP1065'STANDARD DISK IN THE SOUTHWEST CORNER OF BRIDGE NO. 62844 EASTBOUND
 PP1065'I.R. 94 EXIT TO NORTHBOUND T.H. 280.
 PP1065
 PP1065                          STATION RECOVERY (1985)
 PP1065
 PP1065'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1064 ***********************************************************************
 PP1064  DESIGNATION -  6242 D 2
 PP1064  PID         -  PP1064
 PP1064  STATE/COUNTY-  MN/RAMSEY
 PP1064  USGS QUAD   -  ST PAUL WEST (1993)
 PP1064
 PP1064                         *CURRENT SURVEY CONTROL
 PP1064  ___________________________________________________________________
 PP1064* NAD 83(1986)-  44 57 40.     (N)    093 12 10.     (W)     SCALED    
 PP1064* NAVD 88     -       268.284  (meters)     880.20   (feet)  ADJUSTED  
 PP1064  ___________________________________________________________________
 PP1064  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 PP1064  DYNAMIC HT  -         268.277 (meters)     880.17  (feet)  COMP
 PP1064  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 PP1064
 PP1064  VERT ORDER  -  SECOND    CLASS 0
 PP1064
 PP1064.The horizontal coordinates were scaled from a topographic map and have
 PP1064.an estimated accuracy of +/- 6 seconds.
 PP1064
 PP1064.The orthometric height was determined by differential leveling
 PP1064.and adjusted by the National Geodetic Survey in June 1991..
 PP1064
 PP1064.The geoid height was determined by GEOID03.
 PP1064
 PP1064.The dynamic height is computed by dividing the NAVD 88
 PP1064.geopotential number by the normal gravity value computed on the
 PP1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1064.degrees latitude (g = 980.6199 gals.).
 PP1064
 PP1064.The modeled gravity was interpolated from observed gravity values.
 PP1064
 PP1064;                    North         East    Units  Estimated Accuracy
 PP1064;SPC MN S     -   318,210.      862,900.      MT  (+/- 180 meters Scaled)
 PP1064
 PP1064                          SUPERSEDED SURVEY CONTROL
 PP1064
 PP1064  NGVD 29 (??/??/92)  268.231  (m)          880.02   (f) ADJ UNCH    2 0
 PP1064
 PP1064.Superseded values are not recommended for survey control.
 PP1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1064.See file dsdata.txt to determine how the superseded data were derived.
 PP1064
 PP1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK840786(NAD 83)
 PP1064_MARKER: DD = SURVEY DISK
 PP1064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1064_SP_SET: BRIDGE
 PP1064_STAMPING: 6242 D2 1970
 PP1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1064+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2004
 PP1064
 PP1064  HISTORY     - Date     Condition        Report By
 PP1064  HISTORY     - 1970     MONUMENTED       MNDT
 PP1064  HISTORY     - 1973     GOOD             MNDT
 PP1064  HISTORY     - 1985     GOOD             USPSQD
 PP1064  HISTORY     - 1990     GOOD             USPSQD
 PP1064  HISTORY     - 20000325 GOOD             USPSQD
 PP1064  HISTORY     - 20041216 GOOD             USPSQD
 PP1064
 PP1064                          STATION DESCRIPTION
 PP1064
 PP1064'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1064'IN ST PAUL.
 PP1064'THE MARK IS APPROXIMATELY 0.1 MILE NORTHERLY ALONG TRUNK HIGHWAY 280
 PP1064'FROM THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 94 IN ST. PAUL
 PP1064'AND IS APPROXIMATELY 3.2 MILES SOUTHERLY ALONG TRUNK HIGHWAY 28 FROM
 PP1064'THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 35W IN ROSEVILLE. IT
 PP1064'IS NEAR THE INTERSECTION OF WABASH AVENUE AND CROMWELL STREET AND IS
 PP1064'SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 62842
 PP1064'(MINNESOTA TRANSFER RAILROAD SPUR TRACK OVER TRUNK HIGHWAY 280).  IT
 PP1064'IS 50 FEET SOUTH OF WABASH AVENUE, IS ABOUT LEVEL WITH THE RAILROAD
 PP1064'AND THE STREET, AND IS ABOUT 20 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY
 PP1064'280.  NW 1/4, SEC 32, T 29, R 23W.
 PP1064
 PP1064                          STATION RECOVERY (1985)
 PP1064
 PP1064'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1064'RECOVERED IN GOOD CONDITION.
 PP1064
 PP1064                          STATION RECOVERY (1990)
 PP1064
 PP1064'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1064'RECOVERED IN GOOD CONDITION.
 PP1064
 PP1064                          STATION RECOVERY (2000)
 PP1064
 PP1064'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1064'RECOVERED IN GOOD CONDITION.
 PP1064
 PP1064                          STATION RECOVERY (2004)
 PP1064
 PP1064'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1064'RECOVERED IN GOOD CONDITION AS DESCRIBED, SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1062 ***********************************************************************
 PP1062  DESIGNATION -  6242 D 3
 PP1062  PID         -  PP1062
 PP1062  STATE/COUNTY-  MN/RAMSEY
 PP1062  USGS QUAD   -  ST PAUL WEST (1993)
 PP1062
 PP1062                         *CURRENT SURVEY CONTROL
 PP1062  ___________________________________________________________________
 PP1062* NAD 83(1986)-  44 57 37.     (N)    093 12 07.     (W)     SCALED    
 PP1062* NAVD 88     -       266.785  (meters)     875.28   (feet)  ADJUSTED  
 PP1062  ___________________________________________________________________
 PP1062  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 PP1062  DYNAMIC HT  -         266.778 (meters)     875.25  (feet)  COMP
 PP1062  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 PP1062
 PP1062  VERT ORDER  -  SECOND    CLASS 0
 PP1062
 PP1062.The horizontal coordinates were scaled from a topographic map and have
 PP1062.an estimated accuracy of +/- 6 seconds.
 PP1062
 PP1062.The orthometric height was determined by differential leveling
 PP1062.and adjusted by the National Geodetic Survey in June 1991..
 PP1062
 PP1062.The geoid height was determined by GEOID03.
 PP1062
 PP1062.The dynamic height is computed by dividing the NAVD 88
 PP1062.geopotential number by the normal gravity value computed on the
 PP1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1062.degrees latitude (g = 980.6199 gals.).
 PP1062
 PP1062.The modeled gravity was interpolated from observed gravity values.
 PP1062
 PP1062;                    North         East    Units  Estimated Accuracy
 PP1062;SPC MN S     -   318,120.      862,960.      MT  (+/- 180 meters Scaled)
 PP1062
 PP1062                          SUPERSEDED SURVEY CONTROL
 PP1062
 PP1062  NGVD 29 (??/??/92)  266.732  (m)          875.10   (f) ADJ UNCH    2 0
 PP1062
 PP1062.Superseded values are not recommended for survey control.
 PP1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1062.See file dsdata.txt to determine how the superseded data were derived.
 PP1062
 PP1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK840785(NAD 83)
 PP1062_MARKER: DD = SURVEY DISK
 PP1062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1062_SP_SET: BRIDGE
 PP1062_STAMPING: 6242D3
 PP1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1062+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 PP1062
 PP1062  HISTORY     - Date     Condition        Report By
 PP1062  HISTORY     - UNK      MONUMENTED       MNDT
 PP1062  HISTORY     - 1969     GOOD             MNDT
 PP1062  HISTORY     - 20051021 GOOD             USPSQD
 PP1062
 PP1062                          STATION DESCRIPTION
 PP1062
 PP1062'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1062'IN SAINT PAUL.
 PP1062'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 62808 WESTBOUND
 PP1062'I.R. 94 OVER EASTBOUND I.R. 94 EXIT TO NORTHBOUND T.H. 280.
 PP1062
 PP1062                          STATION RECOVERY (2005)
 PP1062
 PP1062'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 PP1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1063 ***********************************************************************
 PP1063  DESIGNATION -  6242 D 4
 PP1063  PID         -  PP1063
 PP1063  STATE/COUNTY-  MN/RAMSEY
 PP1063  USGS QUAD   -  ST PAUL WEST (1993)
 PP1063
 PP1063                         *CURRENT SURVEY CONTROL
 PP1063  ___________________________________________________________________
 PP1063* NAD 83(1986)-  44 57 37.     (N)    093 12 07.     (W)     SCALED    
 PP1063* NAVD 88     -       266.694  (meters)     874.98   (feet)  ADJUSTED  
 PP1063  ___________________________________________________________________
 PP1063  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 PP1063  DYNAMIC HT  -         266.687 (meters)     874.96  (feet)  COMP
 PP1063  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 PP1063
 PP1063  VERT ORDER  -  SECOND    CLASS 0
 PP1063
 PP1063.The horizontal coordinates were scaled from a topographic map and have
 PP1063.an estimated accuracy of +/- 6 seconds.
 PP1063
 PP1063.The orthometric height was determined by differential leveling
 PP1063.and adjusted by the National Geodetic Survey in June 1991..
 PP1063
 PP1063.The geoid height was determined by GEOID03.
 PP1063
 PP1063.The dynamic height is computed by dividing the NAVD 88
 PP1063.geopotential number by the normal gravity value computed on the
 PP1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1063.degrees latitude (g = 980.6199 gals.).
 PP1063
 PP1063.The modeled gravity was interpolated from observed gravity values.
 PP1063
 PP1063;                    North         East    Units  Estimated Accuracy
 PP1063;SPC MN S     -   318,120.      862,960.      MT  (+/- 180 meters Scaled)
 PP1063
 PP1063                          SUPERSEDED SURVEY CONTROL
 PP1063
 PP1063  NGVD 29 (??/??/92)  266.640  (m)          874.80   (f) ADJ UNCH    2 0
 PP1063
 PP1063.Superseded values are not recommended for survey control.
 PP1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1063.See file dsdata.txt to determine how the superseded data were derived.
 PP1063
 PP1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK840785(NAD 83)
 PP1063_MARKER: DD = SURVEY DISK
 PP1063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1063_SP_SET: BRIDGE
 PP1063_STAMPING: 6242D4
 PP1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1063+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 PP1063
 PP1063  HISTORY     - Date     Condition        Report By
 PP1063  HISTORY     - UNK      MONUMENTED       MNDT
 PP1063  HISTORY     - 1969     GOOD             MNDT
 PP1063  HISTORY     - 20051021 GOOD             USPSQD
 PP1063
 PP1063                          STATION DESCRIPTION
 PP1063
 PP1063'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1063'IN SAINT PAUL.
 PP1063'STANDARD DISK IN THE NORTHWEST CORNER OF BRIDGE NO. 62812 WESTBOUND
 PP1063'I.R. 94 OVER SOUTHBOUND T.H. 280 EXIT TO I.R. 94 EASTBOUND.
 PP1063
 PP1063                          STATION RECOVERY (2005)
 PP1063
 PP1063'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 PP1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1391 ***********************************************************************
 PP1391  DESIGNATION -  6242 E
 PP1391  PID         -  PP1391
 PP1391  STATE/COUNTY-  MN/RAMSEY
 PP1391  USGS QUAD   -  ST PAUL WEST (1993)
 PP1391
 PP1391                         *CURRENT SURVEY CONTROL
 PP1391  ___________________________________________________________________
 PP1391* NAD 83(1986)-  44 57 52.     (N)    093 12 03.     (W)     SCALED    
 PP1391* NAVD 88     -       268.108  (meters)     879.62   (feet)  ADJUSTED  
 PP1391  ___________________________________________________________________
 PP1391  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 PP1391  DYNAMIC HT  -         268.100 (meters)     879.59  (feet)  COMP
 PP1391  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 PP1391
 PP1391  VERT ORDER  -  SECOND    CLASS 0
 PP1391
 PP1391.The horizontal coordinates were scaled from a topographic map and have
 PP1391.an estimated accuracy of +/- 6 seconds.
 PP1391
 PP1391.The orthometric height was determined by differential leveling
 PP1391.and adjusted by the National Geodetic Survey in June 1991..
 PP1391
 PP1391.The geoid height was determined by GEOID03.
 PP1391
 PP1391.The dynamic height is computed by dividing the NAVD 88
 PP1391.geopotential number by the normal gravity value computed on the
 PP1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1391.degrees latitude (g = 980.6199 gals.).
 PP1391
 PP1391.The modeled gravity was interpolated from observed gravity values.
 PP1391
 PP1391;                    North         East    Units  Estimated Accuracy
 PP1391;SPC MN S     -   318,580.      863,050.      MT  (+/- 180 meters Scaled)
 PP1391
 PP1391                          SUPERSEDED SURVEY CONTROL
 PP1391
 PP1391  NGVD 29 (??/??/92)  268.053  (m)          879.44   (f) ADJ UNCH    2 0
 PP1391
 PP1391.Superseded values are not recommended for survey control.
 PP1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1391.See file dsdata.txt to determine how the superseded data were derived.
 PP1391
 PP1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK841790(NAD 83)
 PP1391_MARKER: DB = BENCH MARK DISK
 PP1391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1391_SP_SET: CONCRETE RAILING BASE
 PP1391_STAMPING: 6242 E 1973
 PP1391_MARK LOGO: MNHD  
 PP1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1391+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP1391
 PP1391  HISTORY     - Date     Condition        Report By
 PP1391  HISTORY     - 1973     MONUMENTED       MNDT
 PP1391  HISTORY     - 1980     GOOD             MNDT
 PP1391  HISTORY     - 20000325 GOOD             USPSQD
 PP1391  HISTORY     - 20041215 GOOD             USPSQD
 PP1391
 PP1391                          STATION DESCRIPTION
 PP1391
 PP1391'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1391'IN ST PAUL.
 PP1391'THE MARK IS APPROXIMATELY 0.3 MILES NORTH ALONG TRUNK HIGHWAY 280 FROM
 PP1391'THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 94 IN ST. PAUL AND IS
 PP1391'APPROXIMATELY 3 MILES SOUTH ALONG TRUNK HIGHWAY 280 FROM THE JUNCTION
 PP1391'OF TRUNK HIGHWAY 280 AND INTERSTATE 35W IN ROSEVILLE.  IT IS SET IN A
 PP1391'DRILL HOLE IN THE SOUTHEAST CORNER OF RAILING BASE OF BRIDGE NUMBER 62
 PP1391'(FRANKLIN AVENUE OVER NORTHBOUND TRUNK HIGHWAY 280).  IT IS ONE CITY
 PP1391'BLOCK SOUTH OF UNIVERSITY AVENUE, 3 FEET EAST OF END OF BRIDGE DECK,
 PP1391'33 FEET WEST OF WEST CURB OF CROMWELL AND 6.6 FEET SOUTH OF NORTH EDGE
 PP1391'OF SOUTH SIDEWALK.  IT IS 1.4 FEET ABOVE THE LEVEL OF THE SIDEWALK. SW
 PP1391'1/4 SECTION 29, T 29N, R 23W.
 PP1391
 PP1391                          STATION RECOVERY (1980)
 PP1391
 PP1391'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 PP1391'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP1391'LOCATED AT THE JUNCTION OF FRANKLIN AVENUE AND TRUNK HIGHWAY 280 IN
 PP1391'THE SW 1/4 OF SECTION 29, T29N, R23W.  THE MARK IS 3 FEET OF THE END
 PP1391'OF THE BRIDGE DECK, 33 FEET WEST OF THE WEST CURB OF CROMWELL AVENUE
 PP1391'AND 6.6 FEET SOUTH OF THE NORTH EDGE OF THE SOUTH SIDEWALK SET IN THE
 PP1391'RAILING BASE IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 62034 CARRYING
 PP1391'FRANKLIN AVENUE OVER NORTHBOUND TRUNK HIGHWAY 280.  THE MARK, A
 PP1391'STANDARD MNHD BENCH MARK DISK STAMPED ---6242 E 1973---, IS CEMENTED
 PP1391'IN A DRILL HOLE IN THE RAILING BASE.
 PP1391
 PP1391                          STATION RECOVERY (2000)
 PP1391
 PP1391'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1391'RECOVERED IN GOOD CONDITION.
 PP1391
 PP1391                          STATION RECOVERY (2004)
 PP1391
 PP1391'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1391'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS, ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1392 ***********************************************************************
 PP1392  DESIGNATION -  6242 F
 PP1392  PID         -  PP1392
 PP1392  STATE/COUNTY-  MN/RAMSEY
 PP1392  USGS QUAD   -  ST PAUL WEST (1993)
 PP1392
 PP1392                         *CURRENT SURVEY CONTROL
 PP1392  ___________________________________________________________________
 PP1392* NAD 83(1986)-  44 57 55.     (N)    093 12 04.     (W)     SCALED    
 PP1392* NAVD 88     -       269.636  (meters)     884.63   (feet)  ADJUSTED  
 PP1392  ___________________________________________________________________
 PP1392  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 PP1392  DYNAMIC HT  -         269.629 (meters)     884.61  (feet)  COMP
 PP1392  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 PP1392
 PP1392  VERT ORDER  -  SECOND    CLASS 0
 PP1392
 PP1392.The horizontal coordinates were scaled from a topographic map and have
 PP1392.an estimated accuracy of +/- 6 seconds.
 PP1392
 PP1392.The orthometric height was determined by differential leveling
 PP1392.and adjusted by the National Geodetic Survey in June 1991..
 PP1392
 PP1392.The geoid height was determined by GEOID03.
 PP1392
 PP1392.The dynamic height is computed by dividing the NAVD 88
 PP1392.geopotential number by the normal gravity value computed on the
 PP1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1392.degrees latitude (g = 980.6199 gals.).
 PP1392
 PP1392.The modeled gravity was interpolated from observed gravity values.
 PP1392
 PP1392;                    North         East    Units  Estimated Accuracy
 PP1392;SPC MN S     -   318,680.      863,020.      MT  (+/- 180 meters Scaled)
 PP1392
 PP1392                          SUPERSEDED SURVEY CONTROL
 PP1392
 PP1392  NGVD 29 (??/??/92)  269.581  (m)          884.45   (f) ADJ UNCH    2 0
 PP1392
 PP1392.Superseded values are not recommended for survey control.
 PP1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1392.See file dsdata.txt to determine how the superseded data were derived.
 PP1392
 PP1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK841791(NAD 83)
 PP1392_MARKER: DB = BENCH MARK DISK
 PP1392_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1392_SP_SET: BRIDGE ABUTMENT
 PP1392_STAMPING: 6242 F 1973
 PP1392_MARK LOGO: MNHD  
 PP1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1392+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP1392
 PP1392  HISTORY     - Date     Condition        Report By
 PP1392  HISTORY     - 1973     MONUMENTED       MNDT
 PP1392  HISTORY     - 1980     GOOD             MNDT
 PP1392  HISTORY     - 20041215 GOOD             USPSQD
 PP1392
 PP1392                          STATION DESCRIPTION
 PP1392
 PP1392'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1392'IN ST PAUL.
 PP1392'THE MARK IS APPROXIMATELY 0.35 MILE NORTH ALONG TRUNK HIGHWAY 280 FROM
 PP1392'THE JUNCTION OF INTERSTATE 94 AND TRUNK HIGHWAY 280 IN ST. PAUL AND IS
 PP1392'APPROXIMATELY 2.95 MILES SOUTH ALONG TRUNK HIGHWAY 280 FROM THE
 PP1392'JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 35W IN ROSEVILLE. IT IS
 PP1392'SET IN A DRILL HOLE IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE
 PP1392'NUMBER 9472 (UNIVERSITY AVENUE OVER TRUNK HIGHWAY 280), IS 8.6 FEET
 PP1392'SOUTH OF SOUTHEDGE OF SOUTH CURB OF UNIVERSITY AVENUE AND 51 FEET WEST
 PP1392'OF WEST CURB LINE OF CROMWELL AVENUE.  IT IS ABOUT LEVEL WITH THE
 PP1392'SIDEWALK.  SW 1/4 SECTION 29, T 29N, R 23W.
 PP1392
 PP1392                          STATION RECOVERY (1980)
 PP1392
 PP1392'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 PP1392'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP1392'LOCATED AT THE JUNCTION OF UNIVERSITY AVENUE AND TRUNK HIGHWAY 280 IN
 PP1392'THE SW 1/4 OF SECTION 29, T29N, R23W.  THE MARK IS 8.6 FEET SOUTH OF
 PP1392'THE SOUTH EDGE OF THE SOUTH CURB OF UNIVERSITY AVENUE AND 51 FEET
 PP1392'WEST OF THE WEST CURB LINE OF CROMWELL AVENUE IN THE ABUTMENT IN THE
 PP1392'SOUTHEAST CORNER OF BRIDGE NUMBER 9472 CARRYING UNIVERSITY AVENUE
 PP1392'OVER TRUNK HIGHWAY 280.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 PP1392'STAMPED---6242 F 1973---, IS CEMENTED IN A DRILL HOLE IN THE BRIDGE
 PP1392'ABUTMENT.
 PP1392
 PP1392                          STATION RECOVERY (2004)
 PP1392
 PP1392'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1392'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS, ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1393 ***********************************************************************
 PP1393  DESIGNATION -  6242 G
 PP1393  PID         -  PP1393
 PP1393  STATE/COUNTY-  MN/RAMSEY
 PP1393  USGS QUAD   -  ST PAUL WEST (1993)
 PP1393
 PP1393                         *CURRENT SURVEY CONTROL
 PP1393  ___________________________________________________________________
 PP1393* NAD 83(1986)-  44 58 02.     (N)    093 12 03.     (W)     SCALED    
 PP1393* NAVD 88     -       273.103  (meters)     896.01   (feet)  ADJUSTED  
 PP1393  ___________________________________________________________________
 PP1393  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 PP1393  DYNAMIC HT  -         273.096 (meters)     895.98  (feet)  COMP
 PP1393  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 PP1393
 PP1393  VERT ORDER  -  SECOND    CLASS 0
 PP1393
 PP1393.The horizontal coordinates were scaled from a topographic map and have
 PP1393.an estimated accuracy of +/- 6 seconds.
 PP1393
 PP1393.The orthometric height was determined by differential leveling
 PP1393.and adjusted by the National Geodetic Survey in June 1991..
 PP1393
 PP1393.The geoid height was determined by GEOID03.
 PP1393
 PP1393.The dynamic height is computed by dividing the NAVD 88
 PP1393.geopotential number by the normal gravity value computed on the
 PP1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1393.degrees latitude (g = 980.6199 gals.).
 PP1393
 PP1393.The modeled gravity was interpolated from observed gravity values.
 PP1393
 PP1393;                    North         East    Units  Estimated Accuracy
 PP1393;SPC MN S     -   318,890.      863,040.      MT  (+/- 180 meters Scaled)
 PP1393
 PP1393                          SUPERSEDED SURVEY CONTROL
 PP1393
 PP1393  NGVD 29 (??/??/92)  273.046  (m)          895.82   (f) ADJ UNCH    2 0
 PP1393
 PP1393.Superseded values are not recommended for survey control.
 PP1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1393.See file dsdata.txt to determine how the superseded data were derived.
 PP1393
 PP1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK841793(NAD 83)
 PP1393_MARKER: DB = BENCH MARK DISK
 PP1393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1393_SP_SET: CONCRETE RAILING BASE
 PP1393_STAMPING: 6242 G 1973
 PP1393_MARK LOGO: MNHD  
 PP1393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1393+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 PP1393
 PP1393  HISTORY     - Date     Condition        Report By
 PP1393  HISTORY     - 1973     MONUMENTED       MNDT
 PP1393  HISTORY     - 1980     GOOD             MNDT
 PP1393  HISTORY     - 20000304 GOOD             USPSQD
 PP1393  HISTORY     - 20051021 GOOD             USPSQD
 PP1393
 PP1393                          STATION DESCRIPTION
 PP1393
 PP1393'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1393'IN ST PAUL.
 PP1393'THE MARK IS APPROXIMATELY 0.5 MILE NORTH ALONG TRUNK HIGHWAY 280 FROM
 PP1393'THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 94 IN ST. PAUL, AND
 PP1393'IS APPROXIMATELY 2.8 MILES SOUTH ALONG TRUNK HIGHWAY 280 FROM THE
 PP1393'JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 35W IN ROSEVILLE.  IT IS
 PP1393'NEAR THE SOUTHEAST CORNER (RAILING BASE) OF BRIDGE 9471 (TERRITORIAL
 PP1393'ROAD OVER TRUNK HIGHWAY 280).  IT IS 16 FEET EAST OF EAST END OF
 PP1393'BRIDGE DECK, 6.3 FEET SOUTH OF SOUTH EDGE OF SOUTH CURB OF TERRITORIAL
 PP1393'ROAD, AND 21 FEET WEST CURBLINE OF CROMWELL AVENUE.  IT IS ABOUT LEVEL
 PP1393'WITH THE SIDEWALK.  SW 1/4 SECTION 29, T 29N, R 23W.
 PP1393
 PP1393                          STATION RECOVERY (1980)
 PP1393
 PP1393'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 PP1393'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP1393'LOCATED AT THE JUNCTION OF TERRITORIAL ROAD AND TRUNK HIGHWAY 280 IN
 PP1393'THE SW 1/4 3F SECTION 29, T29N, R23W.  THE MARK IS 16 FEET EAST OF
 PP1393'THE EAST END OF THE BRIDGE DECK, 6.3 FEET SOUTH OF THE SOUTH EDGE OF
 PP1393'THE SOUTH CURB OF TERRITORIAL ROAD, 21 FEET WEST OF THE CURB LINE OF
 PP1393'CROMWELL AVENUE, 1 FOOT SOUTH OF AND 2.5 FEET HIGHER THAN THE SOUTH
 PP1393'EDGE OF THE SIDEWALK.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 PP1393'STAMPED---6242 G 1973---, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 PP1393'RAILING BASE.
 PP1393
 PP1393                          STATION RECOVERY (2000)
 PP1393
 PP1393'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1393'RECOVERED IN GOOD CONDITION.
 PP1393
 PP1393                          STATION RECOVERY (2005)
 PP1393
 PP1393'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 PP1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1100 ***********************************************************************
 PP1100  DESIGNATION -  6280 A
 PP1100  PID         -  PP1100
 PP1100  STATE/COUNTY-  MN/RAMSEY
 PP1100  USGS QUAD   -  ST PAUL WEST (1993)
 PP1100
 PP1100                         *CURRENT SURVEY CONTROL
 PP1100  ___________________________________________________________________
 PP1100* NAD 83(1986)-  44 54 44.     (N)    093 08 37.     (W)     SCALED    
 PP1100* NAVD 88     -       238.468  (meters)     782.37   (feet)  ADJUSTED  
 PP1100  ___________________________________________________________________
 PP1100  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 PP1100  DYNAMIC HT  -         238.462 (meters)     782.35  (feet)  COMP
 PP1100  MODELED GRAV-     980,584.1   (mgal)                       NAVD 88
 PP1100
 PP1100  VERT ORDER  -  SECOND    CLASS 0
 PP1100
 PP1100.The horizontal coordinates were scaled from a topographic map and have
 PP1100.an estimated accuracy of +/- 6 seconds.
 PP1100
 PP1100.The orthometric height was determined by differential leveling
 PP1100.and adjusted by the National Geodetic Survey in June 1991..
 PP1100
 PP1100.The geoid height was determined by GEOID03.
 PP1100
 PP1100.The dynamic height is computed by dividing the NAVD 88
 PP1100.geopotential number by the normal gravity value computed on the
 PP1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1100.degrees latitude (g = 980.6199 gals.).
 PP1100
 PP1100.The modeled gravity was interpolated from observed gravity values.
 PP1100
 PP1100;                    North         East    Units  Estimated Accuracy
 PP1100;SPC MN S     -   312,830.      867,620.      MT  (+/- 180 meters Scaled)
 PP1100
 PP1100                          SUPERSEDED SURVEY CONTROL
 PP1100
 PP1100  NGVD 29 (??/??/92)  238.420  (m)          782.22   (f) ADJ UNCH    2 0
 PP1100
 PP1100.Superseded values are not recommended for survey control.
 PP1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1100.See file dsdata.txt to determine how the superseded data were derived.
 PP1100
 PP1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK886732(NAD 83)
 PP1100_MARKER: DD = SURVEY DISK
 PP1100_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1100_SP_SET: BRIDGE ABUTMENT
 PP1100_STAMPING: 6280 A 1967
 PP1100_MARK LOGO: MNDT  
 PP1100_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1100+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 PP1100
 PP1100  HISTORY     - Date     Condition        Report By
 PP1100  HISTORY     - 1967     MONUMENTED       MNDT
 PP1100  HISTORY     - 1985     GOOD             USPSQD
 PP1100  HISTORY     - 1985     POOR             USPSQD
 PP1100  HISTORY     - 20030813 GOOD             MNDT
 PP1100  HISTORY     - 20031023 MARK NOT FOUND   USPSQD
 PP1100  HISTORY     - 20051113 GOOD             USPSQD
 PP1100
 PP1100                          STATION DESCRIPTION
 PP1100
 PP1100'DESCRIBED BY MN DEPT OF TRANSP 1967
 PP1100'IN ST PAUL.
 PP1100'MARK IS LOCATED IN THE NW 1/4, SECTION 14, T28N, R23W, ABOUT 900 FEET
 PP1100'SOUTH OF 7TH STREET BRIDGE OVER F.A.I. 35E.  MARK IS A STANDARD
 PP1100'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 6280 A 1967, SET IN THE
 PP1100'SOUTHEAST CORNER ABUTMENT OF BRIDGE (NO. 9832).  MONTREAL AVE. OVER
 PP1100'F.A.I. 35E.
 PP1100
 PP1100                          STATION RECOVERY (1985)
 PP1100
 PP1100'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 PP1100'RECOVERED IN GOOD CONDITION.
 PP1100
 PP1100                          STATION RECOVERY (1985)
 PP1100
 PP1100'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1100'MARK RECOVERED IN POOR CONDITION.
 PP1100
 PP1100                          STATION RECOVERY (2003)
 PP1100
 PP1100'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 PP1100'AT ST PAUL, 0.9 MILES NORTH ALONG INTERSTATE HIGHWAY 35E FROM JUNCTION
 PP1100'OF INTERSTATE HIGHWAY 35E AND TRUNK HIGHWAY 13 IN EAST CORNER OF
 PP1100'MONTREAL AVENUE BRIDGE 9832 OVER INTERSTATE HIGHWAY 35E IN TOP OF
 PP1100'SOUTHEAST WING WALL
 PP1100
 PP1100                          STATION RECOVERY (2003)
 PP1100
 PP1100'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 PP1100'NOT FOUND,BRIDGE REPLACED IN 1988. SPSPS JRD AND ATD
 PP1100
 PP1100                          STATION RECOVERY (2005)
 PP1100
 PP1100'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 PP1100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1500 ***********************************************************************
 PP1500  DESIGNATION -  6280 AC
 PP1500  PID         -  PP1500
 PP1500  STATE/COUNTY-  MN/RAMSEY
 PP1500  USGS QUAD   -  ST PAUL EAST (1993)
 PP1500
 PP1500                         *CURRENT SURVEY CONTROL
 PP1500  ___________________________________________________________________
 PP1500* NAD 83(1986)-  44 57 47.     (N)    093 05 28.     (W)     SCALED    
 PP1500* NAVD 88     -       253.832  (meters)     832.78   (feet)  ADJUSTED  
 PP1500  ___________________________________________________________________
 PP1500  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 PP1500  DYNAMIC HT  -         253.827 (meters)     832.76  (feet)  COMP
 PP1500  MODELED GRAV-     980,588.8   (mgal)                       NAVD 88
 PP1500
 PP1500  VERT ORDER  -  SECOND    CLASS 0
 PP1500
 PP1500.The horizontal coordinates were scaled from a topographic map and have
 PP1500.an estimated accuracy of +/- 6 seconds.
 PP1500
 PP1500.The orthometric height was determined by differential leveling
 PP1500.and adjusted by the National Geodetic Survey in June 1991..
 PP1500
 PP1500.The geoid height was determined by GEOID03.
 PP1500
 PP1500.The dynamic height is computed by dividing the NAVD 88
 PP1500.geopotential number by the normal gravity value computed on the
 PP1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1500.degrees latitude (g = 980.6199 gals.).
 PP1500
 PP1500.The modeled gravity was interpolated from observed gravity values.
 PP1500
 PP1500;                    North         East    Units  Estimated Accuracy
 PP1500;SPC MN S     -   318,520.      871,700.      MT  (+/- 180 meters Scaled)
 PP1500
 PP1500                          SUPERSEDED SURVEY CONTROL
 PP1500
 PP1500  NGVD 29 (??/??/92)  253.787  (m)          832.63   (f) ADJ UNCH    2 0
 PP1500
 PP1500.Superseded values are not recommended for survey control.
 PP1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1500.See file dsdata.txt to determine how the superseded data were derived.
 PP1500
 PP1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK928788(NAD 83)
 PP1500_MARKER: DD = SURVEY DISK
 PP1500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1500_SP_SET: BRIDGE
 PP1500_STAMPING: 6280 AC 1969
 PP1500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1500
 PP1500  HISTORY     - Date     Condition        Report By
 PP1500  HISTORY     - 1969     MONUMENTED       MNDT
 PP1500  HISTORY     - 20050107 MARK NOT FOUND   USPSQD
 PP1500
 PP1500                          STATION DESCRIPTION
 PP1500
 PP1500'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1500'IN ST PAUL.
 PP1500'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 6517, FAI 35E
 PP1500'OVER THE GREAT NORTHERN RAILROAD TRACK NEAR E. MINNEHAHA STREET.  SE
 PP1500'1/4 SECTION 30, T 29N, R 22W.
 PP1500
 PP1500                          STATION RECOVERY (2005)
 PP1500
 PP1500'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP1500'MARK NOT FOUND. SPSPS. ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1501 ***********************************************************************
 PP1501  DESIGNATION -  6280 AD
 PP1501  PID         -  PP1501
 PP1501  STATE/COUNTY-  MN/RAMSEY
 PP1501  USGS QUAD   -  ST PAUL EAST (1993)
 PP1501
 PP1501                         *CURRENT SURVEY CONTROL
 PP1501  ___________________________________________________________________
 PP1501* NAD 83(1986)-  44 58 02.     (N)    093 05 26.     (W)     SCALED    
 PP1501* NAVD 88     -       249.572  (meters)     818.80   (feet)  ADJUSTED  
 PP1501  ___________________________________________________________________
 PP1501  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 PP1501  DYNAMIC HT  -         249.566 (meters)     818.78  (feet)  COMP
 PP1501  MODELED GRAV-     980,588.1   (mgal)                       NAVD 88
 PP1501
 PP1501  VERT ORDER  -  SECOND    CLASS 0
 PP1501
 PP1501.The horizontal coordinates were scaled from a topographic map and have
 PP1501.an estimated accuracy of +/- 6 seconds.
 PP1501
 PP1501.The orthometric height was determined by differential leveling
 PP1501.and adjusted by the National Geodetic Survey in June 1991..
 PP1501
 PP1501.The geoid height was determined by GEOID03.
 PP1501
 PP1501.The dynamic height is computed by dividing the NAVD 88
 PP1501.geopotential number by the normal gravity value computed on the
 PP1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1501.degrees latitude (g = 980.6199 gals.).
 PP1501
 PP1501.The modeled gravity was interpolated from observed gravity values.
 PP1501
 PP1501;                    North         East    Units  Estimated Accuracy
 PP1501;SPC MN S     -   318,980.      871,740.      MT  (+/- 180 meters Scaled)
 PP1501
 PP1501                          SUPERSEDED SURVEY CONTROL
 PP1501
 PP1501  NGVD 29 (??/??/92)  249.526  (m)          818.65   (f) ADJ UNCH    2 0
 PP1501
 PP1501.Superseded values are not recommended for survey control.
 PP1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1501.See file dsdata.txt to determine how the superseded data were derived.
 PP1501
 PP1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK928793(NAD 83)
 PP1501_MARKER: DD = SURVEY DISK
 PP1501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1501_SP_SET: BRIDGE
 PP1501_STAMPING: 6280 AD 1969
 PP1501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1501
 PP1501  HISTORY     - Date     Condition        Report By
 PP1501  HISTORY     - 1969     MONUMENTED       MNDT
 PP1501
 PP1501                          STATION DESCRIPTION
 PP1501
 PP1501'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1501'IN ST PAUL.
 PP1501'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 6515, FAI 35E
 PP1501'OVER THE NORTHERN PACIFIC RAILROAD NEAR CAYUGA STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1504 ***********************************************************************
 PP1504  DESIGNATION -  6280 AE
 PP1504  PID         -  PP1504
 PP1504  STATE/COUNTY-  MN/RAMSEY
 PP1504  USGS QUAD   -  ST PAUL EAST (1993)
 PP1504
 PP1504                         *CURRENT SURVEY CONTROL
 PP1504  ___________________________________________________________________
 PP1504* NAD 83(1996)-  44 58 58.72795(N)    093 05 21.19357(W)     ADJUSTED  
 PP1504* NAVD 88     -       252.339  (meters)     827.88   (feet)  ADJUSTED  
 PP1504  ___________________________________________________________________
 PP1504  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 PP1504  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PP1504  DYNAMIC HT  -         252.333 (meters)     827.86  (feet)  COMP
 PP1504  MODELED GRAV-     980,585.4   (mgal)                       NAVD 88
 PP1504
 PP1504  HORZ ORDER  -  THIRD
 PP1504  VERT ORDER  -  SECOND    CLASS 0
 PP1504
 PP1504.The horizontal coordinates were established by classical geodetic methods
 PP1504.and adjusted by the National Geodetic Survey in March 1999..
 PP1504.No horizontal observational check was made to the station.
 PP1504
 PP1504.The orthometric height was determined by differential leveling
 PP1504.and adjusted by the National Geodetic Survey in June 1991..
 PP1504
 PP1504.Photographs are available for this station.
 PP1504
 PP1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1504
 PP1504.The geoid height was determined by GEOID03.
 PP1504
 PP1504.The dynamic height is computed by dividing the NAVD 88
 PP1504.geopotential number by the normal gravity value computed on the
 PP1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1504.degrees latitude (g = 980.6199 gals.).
 PP1504
 PP1504.The modeled gravity was interpolated from observed gravity values.
 PP1504
 PP1504;                    North         East     Units Scale Factor Converg.
 PP1504;SPC MN S     -   320,735.555   871,828.792   MT  0.99995733   +0 38 18.2
 PP1504;UTM  15      - 4,981,063.567   492,965.983   MT  0.99960061   -0 03 47.1
 PP1504
 PP1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1504!SPC MN S     -   0.99996472  x   0.99995733  =   0.99992205
 PP1504!UTM  15      -   0.99996472  x   0.99960061  =   0.99956535
 PP1504
 PP1504                          SUPERSEDED SURVEY CONTROL
 PP1504
 PP1504  NAD 83(1986)-  44 58 58.71829(N)    093 05 21.18614(W) AD(       ) 3
 PP1504  NAD 27      -  44 58 58.83935(N)    093 05 20.39916(W) AD(       ) 3
 PP1504  NGVD 29 (??/??/92)  252.295  (m)          827.74   (f) ADJ UNCH    2 0
 PP1504
 PP1504.Superseded values are not recommended for survey control.
 PP1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1504.See file dsdata.txt to determine how the superseded data were derived.
 PP1504
 PP1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9296681064(NAD 83)
 PP1504_MARKER: DD = SURVEY DISK
 PP1504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1504_SP_SET: BRIDGE
 PP1504_STAMPING: 6280-AE 1969
 PP1504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1504
 PP1504  HISTORY     - Date     Condition        Report By
 PP1504  HISTORY     - 1969     MONUMENTED       MNDT
 PP1504  HISTORY     - 1969     GOOD             MNDT
 PP1504  HISTORY     - 1974     GOOD             MNDT
 PP1504  HISTORY     - 1985     GOOD             USPSQD
 PP1504
 PP1504                          STATION DESCRIPTION
 PP1504
 PP1504'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1504'IN ST PAUL.
 PP1504'MARK IS LOCATED 1.5 MILES NORTH OF THE JUNCTION OF FAI 94 AND FAI 35E,
 PP1504'1.0 MILES EAST OF RICE STREET (T.H.49) 0.5 MILES NORTH OF MARYLAND
 PP1504'AVENUE, IN THE SOUTHWEST CORNER OF BRIDGE NO. 6512, THE SOO LINE
 PP1504'RAILROAD OVER FAI 35E.
 PP1504
 PP1504                          STATION RECOVERY (1974)
 PP1504
 PP1504'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 PP1504'MARK IS LOCATED IN THE SOUTHWEST CORNER OF SOO LINE RAILROAD BRIDGE
 PP1504'(NO. 6512) OVER INTERSTATE ROUTE 35E. IT IS ABOUT LEVEL WITH THE
 PP1504'TRACKS AND NEAR THE JOG IN THE SOUTH RAILING.
 PP1504
 PP1504                          STATION RECOVERY (1985)
 PP1504
 PP1504'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1505 ***********************************************************************
 PP1505  DESIGNATION -  6280 AF
 PP1505  PID         -  PP1505
 PP1505  STATE/COUNTY-  MN/RAMSEY
 PP1505  USGS QUAD   -  ST PAUL EAST (1993)
 PP1505
 PP1505                         *CURRENT SURVEY CONTROL
 PP1505  ___________________________________________________________________
 PP1505* NAD 83(1996)-  44 59 04.20907(N)    093 05 18.75473(W)     ADJUSTED  
 PP1505* NAVD 88     -       254.703  (meters)     835.64   (feet)  ADJUSTED  
 PP1505  ___________________________________________________________________
 PP1505  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 PP1505  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PP1505  DYNAMIC HT  -         254.697 (meters)     835.62  (feet)  COMP
 PP1505  MODELED GRAV-     980,585.1   (mgal)                       NAVD 88
 PP1505
 PP1505  HORZ ORDER  -  THIRD
 PP1505  VERT ORDER  -  SECOND    CLASS 0
 PP1505
 PP1505.The horizontal coordinates were established by classical geodetic methods
 PP1505.and adjusted by the National Geodetic Survey in March 1999..
 PP1505.No horizontal observational check was made to the station.
 PP1505
 PP1505.The orthometric height was determined by differential leveling
 PP1505.and adjusted by the National Geodetic Survey in June 1991..
 PP1505
 PP1505.Photographs are available for this station.
 PP1505
 PP1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1505
 PP1505.The geoid height was determined by GEOID03.
 PP1505
 PP1505.The dynamic height is computed by dividing the NAVD 88
 PP1505.geopotential number by the normal gravity value computed on the
 PP1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1505.degrees latitude (g = 980.6199 gals.).
 PP1505
 PP1505.The modeled gravity was interpolated from observed gravity values.
 PP1505
 PP1505;                    North         East     Units Scale Factor Converg.
 PP1505;SPC MN S     -   320,905.334   871,880.331   MT  0.99995755   +0 38 19.9
 PP1505;UTM  15      - 4,981,232.642   493,019.578   MT  0.99960060   -0 03 45.3
 PP1505
 PP1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1505!SPC MN S     -   0.99996435  x   0.99995755  =   0.99992190
 PP1505!UTM  15      -   0.99996435  x   0.99960060  =   0.99956497
 PP1505
 PP1505                          SUPERSEDED SURVEY CONTROL
 PP1505
 PP1505  NAD 83(1986)-  44 59 04.19939(N)    093 05 18.74721(W) AD(       ) 3
 PP1505  NAD 27      -  44 59 04.32042(N)    093 05 17.96006(W) AD(       ) 3
 PP1505  NGVD 29 (??/??/92)  254.659  (m)          835.49   (f) ADJ UNCH    2 0
 PP1505
 PP1505.Superseded values are not recommended for survey control.
 PP1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1505.See file dsdata.txt to determine how the superseded data were derived.
 PP1505
 PP1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9302081233(NAD 83)
 PP1505_MARKER: DD = SURVEY DISK
 PP1505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1505_SP_SET: BRIDGE
 PP1505_STAMPING: 6280-AF 1969
 PP1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1505
 PP1505  HISTORY     - Date     Condition        Report By
 PP1505  HISTORY     - 1969     MONUMENTED       MNDT
 PP1505  HISTORY     - 1969     GOOD             MNDT
 PP1505  HISTORY     - 1974     GOOD             MNDT
 PP1505  HISTORY     - 1985     GOOD             USPSQD
 PP1505
 PP1505                          STATION DESCRIPTION
 PP1505
 PP1505'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1505'IN ST PAUL.
 PP1505'MARK IS LOCATED 1.6 MILES NORTH OF THE JUNCTION OF FAI 94 AND FAI 35E,
 PP1505'1.0 MILES EAST OF RICE STREET, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 PP1505'6579, ARLINGTON AVENUE OVER FAI 35E.
 PP1505
 PP1505                          STATION RECOVERY (1974)
 PP1505
 PP1505'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 PP1505'MARK IS LOCATED IN THE SOUTHEAST CORNER OF THE BRIDGE WALK. (BR. NO.
 PP1505'6579) ARLINGTON AVENUE OVER INTERSTATE ROUTE 35E. IT IS ABOUT 1.0
 PP1505'FOOT HIGHER THAN ARLINGTON AVENUE.
 PP1505
 PP1505                          STATION RECOVERY (1985)
 PP1505
 PP1505'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1506 ***********************************************************************
 PP1506  DESIGNATION -  6280 AG
 PP1506  PID         -  PP1506
 PP1506  STATE/COUNTY-  MN/RAMSEY
 PP1506  USGS QUAD   -  ST PAUL EAST (1993)
 PP1506
 PP1506                         *CURRENT SURVEY CONTROL
 PP1506  ___________________________________________________________________
 PP1506* NAD 83(1986)-  44 59 27.     (N)    093 05 21.     (W)     SCALED    
 PP1506* NAVD 88     -       263.120  (meters)     863.25   (feet)  ADJUSTED  
 PP1506  ___________________________________________________________________
 PP1506  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PP1506  DYNAMIC HT  -         263.114 (meters)     863.23  (feet)  COMP
 PP1506  MODELED GRAV-     980,584.1   (mgal)                       NAVD 88
 PP1506
 PP1506  VERT ORDER  -  SECOND    CLASS 0
 PP1506
 PP1506.The horizontal coordinates were scaled from a topographic map and have
 PP1506.an estimated accuracy of +/- 6 seconds.
 PP1506
 PP1506.The orthometric height was determined by differential leveling
 PP1506.and adjusted by the National Geodetic Survey in June 1991..
 PP1506
 PP1506.Photographs are available for this station.
 PP1506
 PP1506.The geoid height was determined by GEOID03.
 PP1506
 PP1506.The dynamic height is computed by dividing the NAVD 88
 PP1506.geopotential number by the normal gravity value computed on the
 PP1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1506.degrees latitude (g = 980.6199 gals.).
 PP1506
 PP1506.The modeled gravity was interpolated from observed gravity values.
 PP1506
 PP1506;                    North         East    Units  Estimated Accuracy
 PP1506;SPC MN S     -   321,610.      871,820.      MT  (+/- 180 meters Scaled)
 PP1506
 PP1506                          SUPERSEDED SURVEY CONTROL
 PP1506
 PP1506  NGVD 29 (??/??/92)  263.071  (m)          863.09   (f) ADJ UNCH    2 0
 PP1506
 PP1506.Superseded values are not recommended for survey control.
 PP1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1506.See file dsdata.txt to determine how the superseded data were derived.
 PP1506
 PP1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK929819(NAD 83)
 PP1506_MARKER: DD = SURVEY DISK
 PP1506_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1506_SP_SET: BRIDGE
 PP1506_STAMPING: 6280-AG 1969
 PP1506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1506
 PP1506  HISTORY     - Date     Condition        Report By
 PP1506  HISTORY     - 1969     MONUMENTED       MNDT
 PP1506  HISTORY     - 1971     GOOD             MNDT
 PP1506  HISTORY     - 1985     GOOD             USPSQD
 PP1506  HISTORY     - 1987     GOOD             USPSQD
 PP1506
 PP1506                          STATION DESCRIPTION
 PP1506
 PP1506'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1506'IN ST PAUL.
 PP1506'MARK FOUND AS DESCRIBED IN MHD 1969 LEVELING DOWNTOWN ST. PAUL TO LINO
 PP1506'LAKES, IN ST. PAUL 0.1 MILE SOUTH OF THE JUNCTION OF FAI 35E AND
 PP1506'LARPENTEUR AVENUE (NORTH CITY LIMITS) IN THE SOUTHEAST CORNER (CURB)
 PP1506'OF BRIDGE NO. 6511, WHEELOCK PARKWAY OVER FAI 35E.
 PP1506
 PP1506                          STATION RECOVERY (1985)
 PP1506
 PP1506'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1506'RECOVERED IN GOOD CONDITION.
 PP1506
 PP1506                          STATION RECOVERY (1987)
 PP1506
 PP1506'RECOVERY NOTE BY US POWER SQUADRON 1987 (GM)
 PP1506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1099 ***********************************************************************
 PP1099  DESIGNATION -  6280 D
 PP1099  PID         -  PP1099
 PP1099  STATE/COUNTY-  MN/RAMSEY
 PP1099  USGS QUAD   -  ST PAUL WEST (1993)
 PP1099
 PP1099                         *CURRENT SURVEY CONTROL
 PP1099  ___________________________________________________________________
 PP1099* NAD 83(1986)-  44 55 37.     (N)    093 08 43.     (W)     SCALED    
 PP1099* NAVD 88     -       254.718  (meters)     835.69   (feet)  ADJUSTED  
 PP1099  ___________________________________________________________________
 PP1099  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 PP1099  DYNAMIC HT  -         254.711 (meters)     835.66  (feet)  COMP
 PP1099  MODELED GRAV-     980,584.7   (mgal)                       NAVD 88
 PP1099
 PP1099  VERT ORDER  -  SECOND    CLASS 0
 PP1099
 PP1099.The horizontal coordinates were scaled from a topographic map and have
 PP1099.an estimated accuracy of +/- 6 seconds.
 PP1099
 PP1099.The orthometric height was determined by differential leveling
 PP1099.and adjusted by the National Geodetic Survey in June 1991..
 PP1099
 PP1099.The geoid height was determined by GEOID03.
 PP1099
 PP1099.The dynamic height is computed by dividing the NAVD 88
 PP1099.geopotential number by the normal gravity value computed on the
 PP1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1099.degrees latitude (g = 980.6199 gals.).
 PP1099
 PP1099.The modeled gravity was interpolated from observed gravity values.
 PP1099
 PP1099;                    North         East    Units  Estimated Accuracy
 PP1099;SPC MN S     -   314,460.      867,470.      MT  (+/- 180 meters Scaled)
 PP1099
 PP1099                          SUPERSEDED SURVEY CONTROL
 PP1099
 PP1099  NGVD 29 (??/??/92)  254.669  (m)          835.53   (f) ADJ UNCH    2 0
 PP1099
 PP1099.Superseded values are not recommended for survey control.
 PP1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1099.See file dsdata.txt to determine how the superseded data were derived.
 PP1099
 PP1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK885748(NAD 83)
 PP1099_MARKER: DD = SURVEY DISK
 PP1099_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1099_SP_SET: BRIDGE ABUTMENT
 PP1099_STAMPING: 6280 D 1970
 PP1099_MARK LOGO: MNDT  
 PP1099_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1099+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2003
 PP1099
 PP1099  HISTORY     - Date     Condition        Report By
 PP1099  HISTORY     - 1970     MONUMENTED       MNDT
 PP1099  HISTORY     - 20030813 GOOD             MNDT
 PP1099  HISTORY     - 20031026 GOOD             USPSQD
 PP1099
 PP1099                          STATION DESCRIPTION
 PP1099
 PP1099'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1099'IN ST PAUL.
 PP1099'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE 9528, RANDOLF AVENUE
 PP1099'OVER FAI 35E, 1 BLOCK EAST OF LEXINGTON PARKWAY, 0.8 MILES NORTH OF
 PP1099'WEST 7TH STREET.  SW 1/4 SECTION 11, T 28N, R 24W.
 PP1099
 PP1099                          STATION RECOVERY (2003)
 PP1099
 PP1099'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 PP1099'IN ST PAUL, AT INTERSTATE HIGHWAY 35E MILEPOINT 104.25, 1 BLOCK EAST
 PP1099'OF LEXINGTON PARKWAY, 0.8 MILES NORTH OF WEST 7TH ST, IN SOUTHEAST
 PP1099'CORNER OF RANDOLPH AVENUE BRIDGE 9528 OVER INTERSTATE HIGHWAY 35E  IN
 PP1099'SOUTHEAST WING WALL TOP.
 PP1099
 PP1099                          STATION RECOVERY (2003)
 PP1099
 PP1099'RECOVERY NOTE BY US POWER SQUADRON 2003 (ATD)
 PP1099'RECOVERED AS DESCRIBED IN GOOD CONDITION. JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1098 ***********************************************************************
 PP1098  DESIGNATION -  6280 G
 PP1098  PID         -  PP1098
 PP1098  STATE/COUNTY-  MN/RAMSEY
 PP1098  USGS QUAD   -  ST PAUL WEST (1993)
 PP1098
 PP1098                         *CURRENT SURVEY CONTROL
 PP1098  ___________________________________________________________________
 PP1098* NAD 83(1986)-  44 55 53.     (N)    093 08 09.     (W)     SCALED    
 PP1098* NAVD 88     -       251.726  (meters)     825.87   (feet)  ADJUSTED  
 PP1098  ___________________________________________________________________
 PP1098  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 PP1098  DYNAMIC HT  -         251.720 (meters)     825.85  (feet)  COMP
 PP1098  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 PP1098
 PP1098  VERT ORDER  -  SECOND    CLASS 0
 PP1098
 PP1098.The horizontal coordinates were scaled from a topographic map and have
 PP1098.an estimated accuracy of +/- 6 seconds.
 PP1098
 PP1098.The orthometric height was determined by differential leveling
 PP1098.and adjusted by the National Geodetic Survey in June 1991..
 PP1098
 PP1098.The geoid height was determined by GEOID03.
 PP1098
 PP1098.The dynamic height is computed by dividing the NAVD 88
 PP1098.geopotential number by the normal gravity value computed on the
 PP1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1098.degrees latitude (g = 980.6199 gals.).
 PP1098
 PP1098.The modeled gravity was interpolated from observed gravity values.
 PP1098
 PP1098;                    North         East    Units  Estimated Accuracy
 PP1098;SPC MN S     -   314,960.      868,210.      MT  (+/- 180 meters Scaled)
 PP1098
 PP1098                          SUPERSEDED SURVEY CONTROL
 PP1098
 PP1098  NGVD 29 (??/??/92)  251.678  (m)          825.71   (f) ADJ UNCH    2 0
 PP1098
 PP1098.Superseded values are not recommended for survey control.
 PP1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1098.See file dsdata.txt to determine how the superseded data were derived.
 PP1098
 PP1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK892753(NAD 83)
 PP1098_MARKER: DD = SURVEY DISK
 PP1098_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1098_SP_SET: BRIDGE ABUTMENT
 PP1098_STAMPING: 6280 G 1970
 PP1098_MARK LOGO: MNDT  
 PP1098_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1098+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2003
 PP1098
 PP1098  HISTORY     - Date     Condition        Report By
 PP1098  HISTORY     - 1970     MONUMENTED       MNDT
 PP1098  HISTORY     - 20030813 GOOD             MNDT
 PP1098  HISTORY     - 20031026 GOOD             USPSQD
 PP1098
 PP1098                          STATION DESCRIPTION
 PP1098
 PP1098'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1098'IN ST PAUL.
 PP1098'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9521, VICTORIA
 PP1098'STREET OVER FAI-35-E, 2 BLOCKS NORTH OF MONROE HIGH SCHOOL.  NW 1/4
 PP1098'SECTION 11, T 28N, R 24W.
 PP1098
 PP1098                          STATION RECOVERY (2003)
 PP1098
 PP1098'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 PP1098'IN ST PAUL, AT 104.90 MP, 2 BLOCKS NORTH OF MONROE HIGH SCHOOL, IN
 PP1098'SOUTHEAST CORNER OF VICTORIA ST BRIDGE 9521 OVER INTERSTATE HIGHWAY
 PP1098'35E
 PP1098
 PP1098                          STATION RECOVERY (2003)
 PP1098
 PP1098'RECOVERY NOTE BY US POWER SQUADRON 2003 (ATD)
 PP1098'RECOVERED IN GOOD CONDITION AS DESCRIBED. MONROE HIGH SCHOOL IS NOW
 PP1098'CALLED MONROE COMMUNITY SCHOOL.JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1097 ***********************************************************************
 PP1097  DESIGNATION -  6280 H
 PP1097  PID         -  PP1097
 PP1097  STATE/COUNTY-  MN/RAMSEY
 PP1097  USGS QUAD   -  ST PAUL WEST (1993)
 PP1097
 PP1097                         *CURRENT SURVEY CONTROL
 PP1097  ___________________________________________________________________
 PP1097* NAD 83(1986)-  44 55 58.     (N)    093 07 47.     (W)     SCALED    
 PP1097* NAVD 88     -       246.549  (meters)     808.89   (feet)  ADJUSTED  
 PP1097  ___________________________________________________________________
 PP1097  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 PP1097  DYNAMIC HT  -         246.543 (meters)     808.87  (feet)  COMP
 PP1097  MODELED GRAV-     980,586.5   (mgal)                       NAVD 88
 PP1097
 PP1097  VERT ORDER  -  SECOND    CLASS 0
 PP1097
 PP1097.The horizontal coordinates were scaled from a topographic map and have
 PP1097.an estimated accuracy of +/- 6 seconds.
 PP1097
 PP1097.The orthometric height was determined by differential leveling
 PP1097.and adjusted by the National Geodetic Survey in June 1991..
 PP1097
 PP1097.Photographs are available for this station.
 PP1097
 PP1097.The geoid height was determined by GEOID03.
 PP1097
 PP1097.The dynamic height is computed by dividing the NAVD 88
 PP1097.geopotential number by the normal gravity value computed on the
 PP1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1097.degrees latitude (g = 980.6199 gals.).
 PP1097
 PP1097.The modeled gravity was interpolated from observed gravity values.
 PP1097
 PP1097;                    North         East    Units  Estimated Accuracy
 PP1097;SPC MN S     -   315,120.      868,690.      MT  (+/- 180 meters Scaled)
 PP1097
 PP1097                          SUPERSEDED SURVEY CONTROL
 PP1097
 PP1097  NGVD 29 (??/??/92)  246.501  (m)          808.73   (f) ADJ UNCH    2 0
 PP1097
 PP1097.Superseded values are not recommended for survey control.
 PP1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1097.See file dsdata.txt to determine how the superseded data were derived.
 PP1097
 PP1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK897754(NAD 83)
 PP1097_MARKER: DD = SURVEY DISK
 PP1097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1097_SP_SET: BRIDGE
 PP1097_STAMPING: 6280-H 1970
 PP1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1097
 PP1097  HISTORY     - Date     Condition        Report By
 PP1097  HISTORY     - 1970     MONUMENTED       MNDT
 PP1097  HISTORY     - 20031023 GOOD             USPSQD
 PP1097
 PP1097                          STATION DESCRIPTION
 PP1097
 PP1097'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1097'IN ST PAUL.
 PP1097'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9520, RAILROAD
 PP1097'OVER FAI 35-E, 200 FEET WEST OF OSCEOLA AVENUE AND 50 FEET NORTH OF
 PP1097'GRACE STREET.  SE 1/4 SECTION 2, T 28N, R 24W.
 PP1097
 PP1097                          STATION RECOVERY (2003)
 PP1097
 PP1097'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 PP1097'RECOVERED AS DESCRIBED IN GOOD CONDITION, SPSPS JRD AND ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1096 ***********************************************************************
 PP1096  DESIGNATION -  6280 J
 PP1096  PID         -  PP1096
 PP1096  STATE/COUNTY-  MN/RAMSEY
 PP1096  USGS QUAD   -  ST PAUL WEST (1993)
 PP1096
 PP1096                         *CURRENT SURVEY CONTROL
 PP1096  ___________________________________________________________________
 PP1096* NAD 83(1986)-  44 56 03.     (N)    093 07 41.     (W)     SCALED    
 PP1096* NAVD 88     -       246.609  (meters)     809.08   (feet)  ADJUSTED  
 PP1096  ___________________________________________________________________
 PP1096  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 PP1096  DYNAMIC HT  -         246.603 (meters)     809.06  (feet)  COMP
 PP1096  MODELED GRAV-     980,586.7   (mgal)                       NAVD 88
 PP1096
 PP1096  VERT ORDER  -  SECOND    CLASS 0
 PP1096
 PP1096.The horizontal coordinates were scaled from a topographic map and have
 PP1096.an estimated accuracy of +/- 6 seconds.
 PP1096
 PP1096.The orthometric height was determined by differential leveling
 PP1096.and adjusted by the National Geodetic Survey in June 1991..
 PP1096
 PP1096.Photographs are available for this station.
 PP1096
 PP1096.The geoid height was determined by GEOID03.
 PP1096
 PP1096.The dynamic height is computed by dividing the NAVD 88
 PP1096.geopotential number by the normal gravity value computed on the
 PP1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1096.degrees latitude (g = 980.6199 gals.).
 PP1096
 PP1096.The modeled gravity was interpolated from observed gravity values.
 PP1096
 PP1096;                    North         East    Units  Estimated Accuracy
 PP1096;SPC MN S     -   315,280.      868,820.      MT  (+/- 180 meters Scaled)
 PP1096
 PP1096                          SUPERSEDED SURVEY CONTROL
 PP1096
 PP1096  NGVD 29 (??/??/92)  246.562  (m)          808.93   (f) ADJ UNCH    2 0
 PP1096
 PP1096.Superseded values are not recommended for survey control.
 PP1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1096.See file dsdata.txt to determine how the superseded data were derived.
 PP1096
 PP1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK898756(NAD 83)
 PP1096_MARKER: DD = SURVEY DISK
 PP1096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1096_SP_SET: BRIDGE
 PP1096_STAMPING: 6280-J 1970
 PP1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1096
 PP1096  HISTORY     - Date     Condition        Report By
 PP1096  HISTORY     - 1970     MONUMENTED       MNDT
 PP1096  HISTORY     - 20010331 GOOD             NGS
 PP1096  HISTORY     - 20010702 GOOD             USPSQD
 PP1096  HISTORY     - 20031023 GOOD             USPSQD
 PP1096
 PP1096                          STATION DESCRIPTION
 PP1096
 PP1096'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1096'IN ST PAUL.
 PP1096'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE 9519, ST. CLAIR
 PP1096'AVENUE OVER I-35-E, 1 BLOCK EAST OF THE JUNCTION OF ST. CLAIR AND
 PP1096'PLEASANT AVENUE.  SE 1/4 SECTION 2, T 28N, R 24W.
 PP1096
 PP1096                          STATION RECOVERY (2001)
 PP1096
 PP1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP1096'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP1096
 PP1096                          STATION RECOVERY (2001)
 PP1096
 PP1096'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1096'RECOVERED IN GOOD CONDITION.
 PP1096
 PP1096                          STATION RECOVERY (2003)
 PP1096
 PP1096'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 PP1096'RECOVERED AS DESCRIBED IN GOOD CONDITION SPSPS JRD AND ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1102 ***********************************************************************
 PP1102  DESIGNATION -  6280 S 1
 PP1102  PID         -  PP1102
 PP1102  STATE/COUNTY-  MN/RAMSEY
 PP1102  USGS QUAD   -  ST PAUL EAST (1993)
 PP1102
 PP1102                         *CURRENT SURVEY CONTROL
 PP1102  ___________________________________________________________________
 PP1102* NAD 83(1986)-  44 56 58.     (N)    093 06 07.     (W)     SCALED    
 PP1102* NAVD 88     -       246.331  (meters)     808.17   (feet)  ADJUSTED  
 PP1102  ___________________________________________________________________
 PP1102  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 PP1102  DYNAMIC HT  -         246.326 (meters)     808.15  (feet)  COMP
 PP1102  MODELED GRAV-     980,589.6   (mgal)                       NAVD 88
 PP1102
 PP1102  VERT ORDER  -  SECOND    CLASS 0
 PP1102
 PP1102.The horizontal coordinates were scaled from a topographic map and have
 PP1102.an estimated accuracy of +/- 6 seconds.
 PP1102
 PP1102.The orthometric height was determined by differential leveling
 PP1102.and adjusted by the National Geodetic Survey in June 1991..
 PP1102
 PP1102.The geoid height was determined by GEOID03.
 PP1102
 PP1102.The dynamic height is computed by dividing the NAVD 88
 PP1102.geopotential number by the normal gravity value computed on the
 PP1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1102.degrees latitude (g = 980.6199 gals.).
 PP1102
 PP1102.The modeled gravity was interpolated from observed gravity values.
 PP1102
 PP1102;                    North         East    Units  Estimated Accuracy
 PP1102;SPC MN S     -   317,000.      870,870.      MT  (+/- 180 meters Scaled)
 PP1102
 PP1102                          SUPERSEDED SURVEY CONTROL
 PP1102
 PP1102  NGVD 29 (??/??/92)  246.285  (m)          808.02   (f) ADJ UNCH    2 0
 PP1102
 PP1102.Superseded values are not recommended for survey control.
 PP1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1102.See file dsdata.txt to determine how the superseded data were derived.
 PP1102
 PP1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK919773(NAD 83)
 PP1102_MARKER: DB = BENCH MARK DISK
 PP1102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1102_SP_SET: BRIDGE
 PP1102_STAMPING: 6280-S1 1970
 PP1102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1102
 PP1102  HISTORY     - Date     Condition        Report By
 PP1102  HISTORY     - 1970     MONUMENTED       MNDT
 PP1102
 PP1102                          STATION DESCRIPTION
 PP1102
 PP1102'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1102'IN ST PAUL.
 PP1102'MARK IS LOCATED AT THE SOUTH JUNCTION OF FAI 94 AND FAI 35-E, IN THE
 PP1102'SOUTHEAST CORNER OF BRIDGE NO. 6945, FAI 94 EASTBOUND OVER FAI 35-E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0756 ***********************************************************************
 QO0756  DESIGNATION -  6281 B
 QO0756  PID         -  QO0756
 QO0756  STATE/COUNTY-  MN/RAMSEY
 QO0756  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0756
 QO0756                         *CURRENT SURVEY CONTROL
 QO0756  ___________________________________________________________________
 QO0756* NAD 83(1986)-  45 03 23.     (N)    093 03 24.     (W)     SCALED    
 QO0756* NAVD 88     -       287.706  (meters)     943.92   (feet)  ADJUSTED  
 QO0756  ___________________________________________________________________
 QO0756  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 QO0756  DYNAMIC HT  -         287.700 (meters)     943.90  (feet)  COMP
 QO0756  MODELED GRAV-     980,588.1   (mgal)                       NAVD 88
 QO0756
 QO0756  VERT ORDER  -  SECOND    CLASS 0
 QO0756
 QO0756.The horizontal coordinates were scaled from a topographic map and have
 QO0756.an estimated accuracy of +/- 6 seconds.
 QO0756
 QO0756.The orthometric height was determined by differential leveling
 QO0756.and adjusted by the National Geodetic Survey in June 1991..
 QO0756
 QO0756.The geoid height was determined by GEOID03.
 QO0756
 QO0756.The dynamic height is computed by dividing the NAVD 88
 QO0756.geopotential number by the normal gravity value computed on the
 QO0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0756.degrees latitude (g = 980.6199 gals.).
 QO0756
 QO0756.The modeled gravity was interpolated from observed gravity values.
 QO0756
 QO0756;                    North         East    Units  Estimated Accuracy
 QO0756;SPC MN S     -   328,920.      874,300.      MT  (+/- 180 meters Scaled)
 QO0756
 QO0756                          SUPERSEDED SURVEY CONTROL
 QO0756
 QO0756  NGVD 29 (??/??/92)  287.651  (m)          943.74   (f) ADJ UNCH    2 0
 QO0756
 QO0756.Superseded values are not recommended for survey control.
 QO0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0756.See file dsdata.txt to determine how the superseded data were derived.
 QO0756
 QO0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK955892(NAD 83)
 QO0756_MARKER: DB = BENCH MARK DISK
 QO0756_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0756_SP_SET: BRIDGE ABUTMENT
 QO0756_STAMPING: 6281 B 1969
 QO0756_MARK LOGO: MNDT  
 QO0756_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0756+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 QO0756
 QO0756  HISTORY     - Date     Condition        Report By
 QO0756  HISTORY     - 1969     MONUMENTED       MNDT
 QO0756  HISTORY     - 20030731 GOOD             MNDT
 QO0756
 QO0756                          STATION DESCRIPTION
 QO0756
 QO0756'DESCRIBED BY MN DEPT OF TRANSP 2003 (RIC)
 QO0756'AT VADNAIS HEIGHTS, 1.3 MILES NORTH OF EAST JUNCTION OF INTERSTATE
 QO0756'HIGHWAY 35E AND INTERSTATE HIGHWAY 694, IN SOUTHEAST CORNER OF
 QO0756'INTERSTATE HIGHWAY 35E BRIDGE 9568 OVER RR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0757 ***********************************************************************
 QO0757  DESIGNATION -  6281 C
 QO0757  PID         -  QO0757
 QO0757  STATE/COUNTY-  MN/RAMSEY
 QO0757  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0757
 QO0757                         *CURRENT SURVEY CONTROL
 QO0757  ___________________________________________________________________
 QO0757* NAD 83(1986)-  45 04 44.     (N)    093 03 07.     (W)     SCALED    
 QO0757* NAVD 88     -       288.190  (meters)     945.50   (feet)  ADJUSTED  
 QO0757  ___________________________________________________________________
 QO0757  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 QO0757  DYNAMIC HT  -         288.185 (meters)     945.49  (feet)  COMP
 QO0757  MODELED GRAV-     980,590.8   (mgal)                       NAVD 88
 QO0757
 QO0757  VERT ORDER  -  SECOND    CLASS 0
 QO0757
 QO0757.The horizontal coordinates were scaled from a topographic map and have
 QO0757.an estimated accuracy of +/- 6 seconds.
 QO0757
 QO0757.The orthometric height was determined by differential leveling
 QO0757.and adjusted by the National Geodetic Survey in June 1991..
 QO0757
 QO0757.Photographs are available for this station.
 QO0757
 QO0757.The geoid height was determined by GEOID03.
 QO0757
 QO0757.The dynamic height is computed by dividing the NAVD 88
 QO0757.geopotential number by the normal gravity value computed on the
 QO0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0757.degrees latitude (g = 980.6199 gals.).
 QO0757
 QO0757.The modeled gravity was interpolated from observed gravity values.
 QO0757
 QO0757;                    North         East    Units  Estimated Accuracy
 QO0757;SPC MN S     -   331,430.      874,650.      MT  (+/- 180 meters Scaled)
 QO0757
 QO0757                          SUPERSEDED SURVEY CONTROL
 QO0757
 QO0757  NGVD 29 (??/??/92)  288.137  (m)          945.33   (f) ADJ UNCH    2 0
 QO0757
 QO0757.Superseded values are not recommended for survey control.
 QO0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0757.See file dsdata.txt to determine how the superseded data were derived.
 QO0757
 QO0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK959917(NAD 83)
 QO0757_MARKER: DB = BENCH MARK DISK
 QO0757_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0757_SP_SET: BRIDGE ABUTMENT
 QO0757_STAMPING: 6281 C 1969
 QO0757_MARK LOGO: MNDT  
 QO0757_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0757+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 QO0757
 QO0757  HISTORY     - Date     Condition        Report By
 QO0757  HISTORY     - 1969     MONUMENTED       MNDT
 QO0757  HISTORY     - 1971     GOOD             MNDT
 QO0757  HISTORY     - 1981     GOOD             MNDT
 QO0757  HISTORY     - 1987     GOOD             USPSQD
 QO0757  HISTORY     - 20030725 GOOD             MNDT
 QO0757  HISTORY     - 20040608 GOOD             USPSQD
 QO0757  HISTORY     - 20051012 GOOD             USPSQD
 QO0757
 QO0757                          STATION DESCRIPTION
 QO0757
 QO0757'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0757'IN WHITE BEAR LAKE.
 QO0757'AT WHITE BEAR LAKE, 1.9 MILES WEST ALONG T.H. 96 FROM THE JUNCTION OF
 QO0757'T.H. 96 AND T.H. 61, IN THE SOUTHEAST CORNER OF BRIDGE NO. 62835, T.H.
 QO0757'96 OVER FAI 35E AT FAI 35E MILE MARKER 116.8.  NE 1/4, SEC 21, T 30N,
 QO0757'R 22W.
 QO0757
 QO0757                          STATION RECOVERY (1981)
 QO0757
 QO0757'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QO0757'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO0757'LOCATED AT THE JUNCTION OF TRUNK HIGHWAY 96 AND INTERSTATE HIGHWAY
 QO0757'35E IN WHITE BEAR LAKE, IN THE NE 1/4 OF SECTION 21, T30N, R22W.  THE
 QO0757'MARK IS 19.4 FEET SOUTH OF AND 0.5 FOOT HIGHER THAN THE CENTERLINE OF
 QO0757'THE EASTBOUND LANE OF TRUNK HIGHWAY 96.  THE MARK IS A STANDARD MNHD
 QO0757'BENCH MARK DISK SET IN A DRILL HOLE IN THE SOUTHEAST CORNER
 QO0757'(ABUTMENT) OF BRIDGE 62834, TRUNK HIGHWAY 96 OVER INTERSTATE 35E.
 QO0757
 QO0757                          STATION RECOVERY (1987)
 QO0757
 QO0757'RECOVERY NOTE BY US POWER SQUADRON 1987 (PAA)
 QO0757'RECOVERED IN GOOD CONDITION.
 QO0757
 QO0757                          STATION RECOVERY (2003)
 QO0757
 QO0757'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0757'IN WHITE BEAR LAKE, AT JUNCTION TRUNK HIGHWAY 96 AND INTERSTATE
 QO0757'HIGHWAY 35E, IN SOUTHEAST ABUTMENT OF TRUNK HIGHWAY 96 BRIDGE 62834
 QO0757'OVER INTERSTATE HIGHWAY 35E, 19.4 FEET SOUTH OF EASTBOUND TRUNK
 QO0757'HIGHWAY 96
 QO0757
 QO0757                          STATION RECOVERY (2004)
 QO0757
 QO0757'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO0757'RECOVERED IN GOOD CONDITION.
 QO0757
 QO0757                          STATION RECOVERY (2005)
 QO0757
 QO0757'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0759 ***********************************************************************
 QO0759  DESIGNATION -  6281 D
 QO0759  PID         -  QO0759
 QO0759  STATE/COUNTY-  MN/RAMSEY
 QO0759  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0759
 QO0759                         *CURRENT SURVEY CONTROL
 QO0759  ___________________________________________________________________
 QO0759* NAD 83(1986)-  45 05 19.     (N)    093 03 08.     (W)     SCALED    
 QO0759* NAVD 88     -       287.783  (meters)     944.17   (feet)  ADJUSTED  
 QO0759  ___________________________________________________________________
 QO0759  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 QO0759  DYNAMIC HT  -         287.778 (meters)     944.15  (feet)  COMP
 QO0759  MODELED GRAV-     980,591.9   (mgal)                       NAVD 88
 QO0759
 QO0759  VERT ORDER  -  SECOND    CLASS 0
 QO0759
 QO0759.The horizontal coordinates were scaled from a topographic map and have
 QO0759.an estimated accuracy of +/- 6 seconds.
 QO0759
 QO0759.The orthometric height was determined by differential leveling
 QO0759.and adjusted by the National Geodetic Survey in June 1991..
 QO0759
 QO0759.Photographs are available for this station.
 QO0759
 QO0759.The geoid height was determined by GEOID03.
 QO0759
 QO0759.The dynamic height is computed by dividing the NAVD 88
 QO0759.geopotential number by the normal gravity value computed on the
 QO0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0759.degrees latitude (g = 980.6199 gals.).
 QO0759
 QO0759.The modeled gravity was interpolated from observed gravity values.
 QO0759
 QO0759;                    North         East    Units  Estimated Accuracy
 QO0759;SPC MN S     -   332,510.      874,610.      MT  (+/- 180 meters Scaled)
 QO0759
 QO0759                          SUPERSEDED SURVEY CONTROL
 QO0759
 QO0759  NGVD 29 (??/??/92)  287.730  (m)          943.99   (f) ADJ UNCH    2 0
 QO0759
 QO0759.Superseded values are not recommended for survey control.
 QO0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0759.See file dsdata.txt to determine how the superseded data were derived.
 QO0759
 QO0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK958927(NAD 83)
 QO0759_MARKER: DB = BENCH MARK DISK
 QO0759_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0759_SP_SET: BRIDGE ABUTMENT
 QO0759_STAMPING: 6281 D 1969
 QO0759_MARK LOGO: MNDT  
 QO0759_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0759+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 QO0759
 QO0759  HISTORY     - Date     Condition        Report By
 QO0759  HISTORY     - 1969     MONUMENTED       MNDT
 QO0759  HISTORY     - 198810   GOOD             USPSQD
 QO0759  HISTORY     - 20030729 GOOD             MNDT
 QO0759  HISTORY     - 20040623 GOOD             USPSQD
 QO0759
 QO0759                          STATION DESCRIPTION
 QO0759
 QO0759'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0759'IN WHITE BEAR LAKE.
 QO0759'MARK IS SET IN THE SW CORNER OF BRIDGE NO. 9592, SOO LINE RAILROAD
 QO0759'OVER FAI 35E.  NE 1/4 SECTION 16, T 30N, R 22W.
 QO0759
 QO0759                          STATION RECOVERY (1988)
 QO0759
 QO0759'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMJ)
 QO0759'RECOVERED IN GOOD CONDITION.
 QO0759
 QO0759                          STATION RECOVERY (2003)
 QO0759
 QO0759'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0759'AT WHITE BEAR, IN SOUTHWEST CORNER OF RAILROAD BRIDGE 9592 OVER
 QO0759'INTERSTATE HIGHWAY 35E
 QO0759
 QO0759                          STATION RECOVERY (2004)
 QO0759
 QO0759'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0760 ***********************************************************************
 QO0760  DESIGNATION -  6281 E
 QO0760  PID         -  QO0760
 QO0760  STATE/COUNTY-  MN/RAMSEY
 QO0760  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0760
 QO0760                         *CURRENT SURVEY CONTROL
 QO0760  ___________________________________________________________________
 QO0760* NAD 83(1986)-  45 06 16.     (N)    093 02 56.     (W)     SCALED    
 QO0760* NAVD 88     -       288.901  (meters)     947.84   (feet)  ADJUSTED  
 QO0760  ___________________________________________________________________
 QO0760  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 QO0760  DYNAMIC HT  -         288.897 (meters)     947.82  (feet)  COMP
 QO0760  MODELED GRAV-     980,593.9   (mgal)                       NAVD 88
 QO0760
 QO0760  VERT ORDER  -  SECOND    CLASS 0
 QO0760
 QO0760.The horizontal coordinates were scaled from a topographic map and have
 QO0760.an estimated accuracy of +/- 6 seconds.
 QO0760
 QO0760.The orthometric height was determined by differential leveling
 QO0760.and adjusted by the National Geodetic Survey in June 1991..
 QO0760
 QO0760.Photographs are available for this station.
 QO0760
 QO0760.The geoid height was determined by GEOID03.
 QO0760
 QO0760.The dynamic height is computed by dividing the NAVD 88
 QO0760.geopotential number by the normal gravity value computed on the
 QO0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0760.degrees latitude (g = 980.6199 gals.).
 QO0760
 QO0760.The modeled gravity was interpolated from observed gravity values.
 QO0760
 QO0760;                    North         East    Units  Estimated Accuracy
 QO0760;SPC MN S     -   334,270.      874,850.      MT  (+/- 180 meters Scaled)
 QO0760
 QO0760                          SUPERSEDED SURVEY CONTROL
 QO0760
 QO0760  NGVD 29 (??/??/92)  288.848  (m)          947.66   (f) ADJ UNCH    2 0
 QO0760
 QO0760.Superseded values are not recommended for survey control.
 QO0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0760.See file dsdata.txt to determine how the superseded data were derived.
 QO0760
 QO0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK961945(NAD 83)
 QO0760_MARKER: DB = BENCH MARK DISK
 QO0760_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0760_SP_SET: BRIDGE ABUTMENT
 QO0760_STAMPING: 6281 E 1969
 QO0760_MARK LOGO: MNDT  
 QO0760_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0760+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 QO0760
 QO0760  HISTORY     - Date     Condition        Report By
 QO0760  HISTORY     - 1969     MONUMENTED       MNDT
 QO0760  HISTORY     - 1969     GOOD             MNDT
 QO0760  HISTORY     - 1987     GOOD             USPSQD
 QO0760  HISTORY     - 198810   GOOD             USPSQD
 QO0760  HISTORY     - 20030729 GOOD             MNDT
 QO0760
 QO0760                          STATION DESCRIPTION
 QO0760
 QO0760'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0760'2.8 MI NW FROM WHITE BEAR LAKE.
 QO0760'MARK IS SET IN THE SE CORNER OF BRIDGE NO. 62835, COUNTY RD. H2 OVER
 QO0760'FAI 35E.  NE 1/4 SECTION 9, T 30N, R 22W.
 QO0760
 QO0760                          STATION RECOVERY (1987)
 QO0760
 QO0760'RECOVERY NOTE BY US POWER SQUADRON 1987 (RE)
 QO0760'RECOVERED IN GOOD CONDITION.
 QO0760
 QO0760                          STATION RECOVERY (1988)
 QO0760
 QO0760'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMJ)
 QO0760'RECOVERED IN GOOD CONDITION.
 QO0760
 QO0760                          STATION RECOVERY (2003)
 QO0760
 QO0760'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0760'AT WHITE BEAR, IN SOUTHEAST CORNER OF COUNTY ROAD H 2 BRIDGE 62835
 QO0760'OVER INTERSTATE HIGHWAY 35E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1095 ***********************************************************************
 PP1095  DESIGNATION -  6282 A 2
 PP1095  PID         -  PP1095
 PP1095  STATE/COUNTY-  MN/RAMSEY
 PP1095  USGS QUAD   -  ST PAUL EAST (1993)
 PP1095
 PP1095                         *CURRENT SURVEY CONTROL
 PP1095  ___________________________________________________________________
 PP1095* NAD 83(1986)-  44 57 03.     (N)    093 06 22.     (W)     SCALED    
 PP1095* NAVD 88     -       255.653  (meters)     838.75   (feet)  ADJUSTED  
 PP1095  ___________________________________________________________________
 PP1095  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PP1095  DYNAMIC HT  -         255.647 (meters)     838.74  (feet)  COMP
 PP1095  MODELED GRAV-     980,589.0   (mgal)                       NAVD 88
 PP1095
 PP1095  VERT ORDER  -  SECOND    CLASS 0
 PP1095
 PP1095.The horizontal coordinates were scaled from a topographic map and have
 PP1095.an estimated accuracy of +/- 6 seconds.
 PP1095
 PP1095.The orthometric height was determined by differential leveling
 PP1095.and adjusted by the National Geodetic Survey in June 1991..
 PP1095
 PP1095.The geoid height was determined by GEOID03.
 PP1095
 PP1095.The dynamic height is computed by dividing the NAVD 88
 PP1095.geopotential number by the normal gravity value computed on the
 PP1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1095.degrees latitude (g = 980.6199 gals.).
 PP1095
 PP1095.The modeled gravity was interpolated from observed gravity values.
 PP1095
 PP1095;                    North         East    Units  Estimated Accuracy
 PP1095;SPC MN S     -   317,150.      870,540.      MT  (+/- 180 meters Scaled)
 PP1095
 PP1095                          SUPERSEDED SURVEY CONTROL
 PP1095
 PP1095  NGVD 29 (??/??/92)  255.606  (m)          838.60   (f) ADJ UNCH    2 0
 PP1095
 PP1095.Superseded values are not recommended for survey control.
 PP1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1095.See file dsdata.txt to determine how the superseded data were derived.
 PP1095
 PP1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK916774(NAD 83)
 PP1095_MARKER: DD = SURVEY DISK
 PP1095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1095_SP_SET: BRIDGE
 PP1095_STAMPING: 6282-A2 1970
 PP1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1095
 PP1095  HISTORY     - Date     Condition        Report By
 PP1095  HISTORY     - 1970     MONUMENTED       MNDT
 PP1095  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PP1095  HISTORY     - 20041216 MARK NOT FOUND   USPSQD
 PP1095
 PP1095                          STATION DESCRIPTION
 PP1095
 PP1095'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1095'IN ST PAUL.
 PP1095'MARK IS IN THE SOUTHWEST CORNER OF BRIDGE NO. FAI 94 EAST BOUND
 PP1095'ENTRANCE FROM JOHN IRELAND BOULEVARD OVER 10TH STREET.  SW 1/4 SECTION
 PP1095'31, T 29N, R 22W.
 PP1095
 PP1095                          STATION RECOVERY (1985)
 PP1095
 PP1095'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1095'MARK NOT FOUND.
 PP1095
 PP1095                          STATION RECOVERY (2004)
 PP1095
 PP1095'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1095'MARK NOT FOUND, SPSPS JRD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1087 ***********************************************************************
 PP1087  DESIGNATION -  6282 D
 PP1087  PID         -  PP1087
 PP1087  STATE/COUNTY-  MN/RAMSEY
 PP1087  USGS QUAD   -  ST PAUL EAST (1993)
 PP1087
 PP1087                         *CURRENT SURVEY CONTROL
 PP1087  ___________________________________________________________________
 PP1087* NAD 83(1986)-  44 57 08.     (N)    093 07 15.     (W)     SCALED    
 PP1087* NAVD 88     -       274.170  (meters)     899.51   (feet)  ADJUSTED  
 PP1087  ___________________________________________________________________
 PP1087  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 PP1087  DYNAMIC HT  -         274.164 (meters)     899.49  (feet)  COMP
 PP1087  MODELED GRAV-     980,587.3   (mgal)                       NAVD 88
 PP1087
 PP1087  VERT ORDER  -  SECOND    CLASS 0
 PP1087
 PP1087.The horizontal coordinates were scaled from a topographic map and have
 PP1087.an estimated accuracy of +/- 6 seconds.
 PP1087
 PP1087.The orthometric height was determined by differential leveling
 PP1087.and adjusted by the National Geodetic Survey in June 1991..
 PP1087
 PP1087.Photographs are available for this station.
 PP1087
 PP1087.The geoid height was determined by GEOID03.
 PP1087
 PP1087.The dynamic height is computed by dividing the NAVD 88
 PP1087.geopotential number by the normal gravity value computed on the
 PP1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1087.degrees latitude (g = 980.6199 gals.).
 PP1087
 PP1087.The modeled gravity was interpolated from observed gravity values.
 PP1087
 PP1087;                    North         East    Units  Estimated Accuracy
 PP1087;SPC MN S     -   317,290.      869,370.      MT  (+/- 180 meters Scaled)
 PP1087
 PP1087                          SUPERSEDED SURVEY CONTROL
 PP1087
 PP1087  NGVD 29 (??/??/92)  274.120  (m)          899.34   (f) ADJ UNCH    2 0
 PP1087
 PP1087.Superseded values are not recommended for survey control.
 PP1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1087.See file dsdata.txt to determine how the superseded data were derived.
 PP1087
 PP1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK904776(NAD 83)
 PP1087_MARKER: DD = SURVEY DISK
 PP1087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1087_SP_SET: BRIDGE
 PP1087_STAMPING: 6282-D 1966
 PP1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1087+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2006
 PP1087
 PP1087  HISTORY     - Date     Condition        Report By
 PP1087  HISTORY     - 1966     MONUMENTED       MNDT
 PP1087  HISTORY     - 1965     GOOD             MNDT
 PP1087  HISTORY     - 1985     GOOD             USPSQD
 PP1087  HISTORY     - 20010330 GOOD             USPSQD
 PP1087  HISTORY     - 20041215 GOOD             USPSQD
 PP1087  HISTORY     - 20060325 GOOD             USPSQD
 PP1087
 PP1087                          STATION DESCRIPTION
 PP1087
 PP1087'DESCRIBED BY MN DEPT OF TRANSP 1965
 PP1087'IN ST PAUL.
 PP1087'MARK IS LOCATED BETWEEN WESTERN AVENUE AND DALE STREET, 3 CITY BLOCKS
 PP1087'SOUTH OF UNIVERSITY AVENUE, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 PP1087'9737, PEDESTRIAN CROSSING OVER FAI 94.
 PP1087
 PP1087                          STATION RECOVERY (1985)
 PP1087
 PP1087'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1087'RECOVERED IN GOOD CONDITION.
 PP1087
 PP1087                          STATION RECOVERY (2001)
 PP1087
 PP1087'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1087'RECOVERED IN GOOD CONDITION.
 PP1087
 PP1087                          STATION RECOVERY (2004)
 PP1087
 PP1087'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1087'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD.
 PP1087
 PP1087                          STATION RECOVERY (2006)
 PP1087
 PP1087'RECOVERY NOTE BY US POWER SQUADRON 2006 (JM)
 PP1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1086 ***********************************************************************
 PP1086  DESIGNATION -  6282 E
 PP1086  PID         -  PP1086
 PP1086  STATE/COUNTY-  MN/RAMSEY
 PP1086  USGS QUAD   -  ST PAUL WEST (1993)
 PP1086
 PP1086                         *CURRENT SURVEY CONTROL
 PP1086  ___________________________________________________________________
 PP1086* NAD 83(1986)-  44 57 04.     (N)    093 07 34.     (W)     SCALED    
 PP1086* NAVD 88     -       282.676  (meters)     927.41   (feet)  ADJUSTED  
 PP1086  ___________________________________________________________________
 PP1086  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 PP1086  DYNAMIC HT  -         282.670 (meters)     927.39  (feet)  COMP
 PP1086  MODELED GRAV-     980,586.8   (mgal)                       NAVD 88
 PP1086
 PP1086  VERT ORDER  -  FIRST     CLASS I
 PP1086
 PP1086.The horizontal coordinates were scaled from a topographic map and have
 PP1086.an estimated accuracy of +/- 6 seconds.
 PP1086
 PP1086.The orthometric height was determined by differential leveling
 PP1086.and adjusted by the National Geodetic Survey in June 1991..
 PP1086
 PP1086.Photographs are available for this station.
 PP1086
 PP1086.The geoid height was determined by GEOID03.
 PP1086
 PP1086.The dynamic height is computed by dividing the NAVD 88
 PP1086.geopotential number by the normal gravity value computed on the
 PP1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1086.degrees latitude (g = 980.6199 gals.).
 PP1086
 PP1086.The modeled gravity was interpolated from observed gravity values.
 PP1086
 PP1086;                    North         East    Units  Estimated Accuracy
 PP1086;SPC MN S     -   317,160.      868,960.      MT  (+/- 180 meters Scaled)
 PP1086
 PP1086                          SUPERSEDED SURVEY CONTROL
 PP1086
 PP1086  NGVD 29 (??/??/92)  282.626  (m)          927.25   (f) ADJ UNCH    1 1
 PP1086
 PP1086.Superseded values are not recommended for survey control.
 PP1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1086.See file dsdata.txt to determine how the superseded data were derived.
 PP1086
 PP1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK900775(NAD 83)
 PP1086_MARKER: DD = SURVEY DISK
 PP1086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1086_SP_SET: BRIDGE
 PP1086_STAMPING: 6282-E 1966
 PP1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1086+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP1086
 PP1086  HISTORY     - Date     Condition        Report By
 PP1086  HISTORY     - 1966     MONUMENTED       MNDT
 PP1086  HISTORY     - 1970     GOOD             MNDT
 PP1086  HISTORY     - 1970     GOOD             NGS
 PP1086  HISTORY     - 1990     GOOD             USPSQD
 PP1086  HISTORY     - 20010629 GOOD             USPSQD
 PP1086  HISTORY     - 20041215 GOOD             USPSQD
 PP1086  HISTORY     - 20060325 GOOD             USPSQD
 PP1086
 PP1086                          STATION DESCRIPTION
 PP1086
 PP1086'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1086'IN ST PAUL.
 PP1086'MARK IS LOCATED IN THE ST. PAUL MIDWAY DISTRICT, IN THE SOUTHEAST
 PP1086'CORNER OF BRIDGE NO. 9387, DALE STREET OVER FAI 94.
 PP1086
 PP1086                          STATION RECOVERY (1970)
 PP1086
 PP1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PP1086'ABOUT 1.0 MILE EAST ALONG CONCORDIA AVENUE FROM THE INTERSECTION OF
 PP1086'LEXINGTON PARKWAY AT ST. PAUL, AT THE INTERSECTION OF THE AVENUE AND
 PP1086'NORTH DALE STREET, 57 FEET NORTH OF THE CENTER LINE OF THE AVENUE,
 PP1086'SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 PP1086'NORTH DALE STREET BRIDGE NUMBER 9387 OVER INTERSTATE HIGHWAY 94, 8.0
 PP1086'FEET EAST OF THE WEST CURB OF NORTH DALE STREET, 4.7 FEET NORTHEAST
 PP1086'OF TRAVERSE STATION RONDO (MHD), 2.4 FEET NORTHEAST OF A METAL
 PP1086'WITNESS POST, AND ABOUT LEVEL WITH THE SIDEWALK.
 PP1086
 PP1086                          STATION RECOVERY (1990)
 PP1086
 PP1086'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1086'RECOVERED IN GOOD CONDITION.
 PP1086
 PP1086                          STATION RECOVERY (2001)
 PP1086
 PP1086'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1086'RECOVERED IN GOOD CONDITION.
 PP1086
 PP1086                          STATION RECOVERY (2004)
 PP1086
 PP1086'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1086'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD.
 PP1086
 PP1086                          STATION RECOVERY (2006)
 PP1086
 PP1086'RECOVERY NOTE BY US POWER SQUADRON 2006 (JM)
 PP1086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1084 ***********************************************************************
 PP1084  DESIGNATION -  6282 F
 PP1084  PID         -  PP1084
 PP1084  STATE/COUNTY-  MN/RAMSEY
 PP1084  USGS QUAD   -  ST PAUL WEST (1993)
 PP1084
 PP1084                         *CURRENT SURVEY CONTROL
 PP1084  ___________________________________________________________________
 PP1084* NAD 83(1986)-  44 57 05.     (N)    093 08 10.     (W)     SCALED    
 PP1084* NAVD 88     -       270.942  (meters)     888.92   (feet)  ADJUSTED  
 PP1084  ___________________________________________________________________
 PP1084  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 PP1084  DYNAMIC HT  -         270.936 (meters)     888.90  (feet)  COMP
 PP1084  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 PP1084
 PP1084  VERT ORDER  -  FIRST     CLASS I
 PP1084
 PP1084.The horizontal coordinates were scaled from a topographic map and have
 PP1084.an estimated accuracy of +/- 6 seconds.
 PP1084
 PP1084.The orthometric height was determined by differential leveling
 PP1084.and adjusted by the National Geodetic Survey in June 1991..
 PP1084
 PP1084.Photographs are available for this station.
 PP1084
 PP1084.The geoid height was determined by GEOID03.
 PP1084
 PP1084.The dynamic height is computed by dividing the NAVD 88
 PP1084.geopotential number by the normal gravity value computed on the
 PP1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1084.degrees latitude (g = 980.6199 gals.).
 PP1084
 PP1084.The modeled gravity was interpolated from observed gravity values.
 PP1084
 PP1084;                    North         East    Units  Estimated Accuracy
 PP1084;SPC MN S     -   317,190.      868,170.      MT  (+/- 180 meters Scaled)
 PP1084
 PP1084                          SUPERSEDED SURVEY CONTROL
 PP1084
 PP1084  NGVD 29 (??/??/92)  270.891  (m)          888.75   (f) ADJ UNCH    1 1
 PP1084
 PP1084.Superseded values are not recommended for survey control.
 PP1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1084.See file dsdata.txt to determine how the superseded data were derived.
 PP1084
 PP1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK892775(NAD 83)
 PP1084_MARKER: DD = SURVEY DISK
 PP1084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1084_SP_SET: BRIDGE
 PP1084_STAMPING: 6282-F 1967
 PP1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1084+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 PP1084
 PP1084  HISTORY     - Date     Condition        Report By
 PP1084  HISTORY     - 1967     MONUMENTED       MNDT
 PP1084  HISTORY     - 1970     GOOD             MNDT
 PP1084  HISTORY     - 1970     GOOD             NGS
 PP1084  HISTORY     - 1985     GOOD             USPSQD
 PP1084  HISTORY     - 1990     GOOD             USPSQD
 PP1084  HISTORY     - 20041215 GOOD             USPSQD
 PP1084  HISTORY     - 20051216 GOOD             USPSQD
 PP1084
 PP1084                          STATION DESCRIPTION
 PP1084
 PP1084'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1084'IN ST PAUL.
 PP1084'MARK IS LOCATED MIDWAY BETWEEN DALE STREET AND LEXINGTON PARKWAY, IN
 PP1084'THE SOUTHEAST CORNER OF BRIDGE NO. 9663, VICTORIA STREET OVER FAI 94.
 PP1084
 PP1084                          STATION RECOVERY (1970)
 PP1084
 PP1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PP1084'ABOUT 0.5 MILE EAST ALONG CONCORDIA AVENUE FROM THE INTERSECTION OF
 PP1084'LEXINGTON PARKWAY AT ST. PAUL, AT THE INTERSECTION OF THE AVENUE AND
 PP1084'NORTH VICTORIA STREET, 62 FEET NORTH OF THE CENTER LINE OF THE
 PP1084'AVENUE, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT
 PP1084'OF NORTH VICTORIA STREET BRIDGE NUMBER 9663 OVER INTERSTATE HIGHWAY
 PP1084'94, 7.6 FEET EAST OF THE WEST CURB OF THE SIDEWALK ALONG NORTH
 PP1084'VICTORIA STREET, AND ABOUT LEVEL WITH THE SIDEWALK.
 PP1084
 PP1084                          STATION RECOVERY (1985)
 PP1084
 PP1084'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1084'RECOVERED IN GOOD CONDITION.
 PP1084
 PP1084                          STATION RECOVERY (1990)
 PP1084
 PP1084'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1084'RECOVERED IN GOOD CONDITION.
 PP1084
 PP1084                          STATION RECOVERY (2004)
 PP1084
 PP1084'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1084'RECOVERED AS DESCRIBED IN GOOD CONDITION.  SPSPS, JRD
 PP1084
 PP1084                          STATION RECOVERY (2005)
 PP1084
 PP1084'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1083 ***********************************************************************
 PP1083  DESIGNATION -  6282 G
 PP1083  PID         -  PP1083
 PP1083  STATE/COUNTY-  MN/RAMSEY
 PP1083  USGS QUAD   -  ST PAUL WEST (1993)
 PP1083
 PP1083                         *CURRENT SURVEY CONTROL
 PP1083  ___________________________________________________________________
 PP1083* NAD 83(1986)-  44 57 04.     (N)    093 08 46.     (W)     SCALED    
 PP1083* NAVD 88     -       273.975  (meters)     898.87   (feet)  ADJUSTED  
 PP1083  ___________________________________________________________________
 PP1083  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 PP1083  DYNAMIC HT  -         273.968 (meters)     898.84  (feet)  COMP
 PP1083  MODELED GRAV-     980,585.0   (mgal)                       NAVD 88
 PP1083
 PP1083  VERT ORDER  -  FIRST     CLASS I
 PP1083
 PP1083.The horizontal coordinates were scaled from a topographic map and have
 PP1083.an estimated accuracy of +/- 6 seconds.
 PP1083
 PP1083.The orthometric height was determined by differential leveling
 PP1083.and adjusted by the National Geodetic Survey in June 1991..
 PP1083
 PP1083.Photographs are available for this station.
 PP1083
 PP1083.The geoid height was determined by GEOID03.
 PP1083
 PP1083.The dynamic height is computed by dividing the NAVD 88
 PP1083.geopotential number by the normal gravity value computed on the
 PP1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1083.degrees latitude (g = 980.6199 gals.).
 PP1083
 PP1083.The modeled gravity was interpolated from observed gravity values.
 PP1083
 PP1083;                    North         East    Units  Estimated Accuracy
 PP1083;SPC MN S     -   317,150.      867,380.      MT  (+/- 180 meters Scaled)
 PP1083
 PP1083                          SUPERSEDED SURVEY CONTROL
 PP1083
 PP1083  NGVD 29 (??/??/92)  273.923  (m)          898.70   (f) ADJ UNCH    1 1
 PP1083
 PP1083.Superseded values are not recommended for survey control.
 PP1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1083.See file dsdata.txt to determine how the superseded data were derived.
 PP1083
 PP1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK884775(NAD 83)
 PP1083_MARKER: DD = SURVEY DISK
 PP1083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1083_SP_SET: BRIDGE
 PP1083_STAMPING: 6282-G 1966
 PP1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1083+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP1083
 PP1083  HISTORY     - Date     Condition        Report By
 PP1083  HISTORY     - 1966     MONUMENTED       MNDT
 PP1083  HISTORY     - 1970     GOOD             MNDT
 PP1083  HISTORY     - 1970     GOOD             NGS
 PP1083  HISTORY     - 1985     GOOD             USPSQD
 PP1083  HISTORY     - 1990     GOOD             USPSQD
 PP1083  HISTORY     - 20041215 GOOD             USPSQD
 PP1083
 PP1083                          STATION DESCRIPTION
 PP1083
 PP1083'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1083'IN ST PAUL.
 PP1083'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9383 LEXINGTON
 PP1083'AVENUE OVER FAI 94.
 PP1083
 PP1083                          STATION RECOVERY (1970)
 PP1083
 PP1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PP1083'AT ST. PAUL, AT THE INTERSECTION OF CONCORDIA AVENUE AND LEXINGTON
 PP1083'PARKWAY, 61 FEET NORTH OF THE CENTER LINE OF CONCORDIA AVENUE, SET IN
 PP1083'THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF LEXINGTON
 PP1083'PARKWAY OVERPASS NUMBER 9383 OVER INTERSTATE HIGHWAY 94, 10.0 FEET
 PP1083'EAST OF THE WEST CURB OF THE SIDEWALK OF LEXINGTON PARKWAY, AND ABOUT
 PP1083'LEVEL WITH THE SIDEWALK. NOTE-- THIS MARK IS ALSO 0.75 MILE EAST
 PP1083'ALONG CONCORDIA AVENUE FROM THE INTERSECTION OF N. PASCAL AVENUE AT
 PP1083'ST. PAUL.
 PP1083
 PP1083                          STATION RECOVERY (1985)
 PP1083
 PP1083'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1083'RECOVERED IN GOOD CONDITION.
 PP1083
 PP1083                          STATION RECOVERY (1990)
 PP1083
 PP1083'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1083'RECOVERED IN GOOD CONDITION.
 PP1083
 PP1083                          STATION RECOVERY (2004)
 PP1083
 PP1083'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1083'RECOVERED AS DESCRIBED IN GOOD CONDITION.  SPSPS, JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1082 ***********************************************************************
 PP1082  DESIGNATION -  6282 H
 PP1082  PID         -  PP1082
 PP1082  STATE/COUNTY-  MN/RAMSEY
 PP1082  USGS QUAD   -  ST PAUL WEST (1993)
 PP1082
 PP1082                         *CURRENT SURVEY CONTROL
 PP1082  ___________________________________________________________________
 PP1082* NAD 83(1986)-  44 57 05.     (N)    093 09 04.     (W)     SCALED    
 PP1082* NAVD 88     -       284.301  (meters)     932.74   (feet)  ADJUSTED  
 PP1082  ___________________________________________________________________
 PP1082  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 PP1082  DYNAMIC HT  -         284.294 (meters)     932.72  (feet)  COMP
 PP1082  MODELED GRAV-     980,584.5   (mgal)                       NAVD 88
 PP1082
 PP1082  VERT ORDER  -  FIRST     CLASS I
 PP1082
 PP1082.The horizontal coordinates were scaled from a topographic map and have
 PP1082.an estimated accuracy of +/- 6 seconds.
 PP1082
 PP1082.The orthometric height was determined by differential leveling
 PP1082.and adjusted by the National Geodetic Survey in June 1991..
 PP1082
 PP1082.Photographs are available for this station.
 PP1082
 PP1082.The geoid height was determined by GEOID03.
 PP1082
 PP1082.The dynamic height is computed by dividing the NAVD 88
 PP1082.geopotential number by the normal gravity value computed on the
 PP1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1082.degrees latitude (g = 980.6199 gals.).
 PP1082
 PP1082.The modeled gravity was interpolated from observed gravity values.
 PP1082
 PP1082;                    North         East    Units  Estimated Accuracy
 PP1082;SPC MN S     -   317,170.      866,980.      MT  (+/- 180 meters Scaled)
 PP1082
 PP1082                          SUPERSEDED SURVEY CONTROL
 PP1082
 PP1082  NGVD 29 (??/??/92)  284.250  (m)          932.58   (f) ADJ UNCH    1 1
 PP1082
 PP1082.Superseded values are not recommended for survey control.
 PP1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1082.See file dsdata.txt to determine how the superseded data were derived.
 PP1082
 PP1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK880775(NAD 83)
 PP1082_MARKER: DD = SURVEY DISK
 PP1082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1082_SP_SET: BRIDGE
 PP1082_STAMPING: 6282-H 1966
 PP1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1082+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP1082
 PP1082  HISTORY     - Date     Condition        Report By
 PP1082  HISTORY     - 1966     MONUMENTED       MNDT
 PP1082  HISTORY     - 1970     GOOD             MNDT
 PP1082  HISTORY     - 1970     GOOD             NGS
 PP1082  HISTORY     - 1985     GOOD             USPSQD
 PP1082  HISTORY     - 1990     GOOD             USPSQD
 PP1082  HISTORY     - 20010331 GOOD             NGS
 PP1082  HISTORY     - 20041215 GOOD             USPSQD
 PP1082
 PP1082                          STATION DESCRIPTION
 PP1082
 PP1082'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1082'IN ST PAUL.
 PP1082'MARK IS LOCATED MIDWAY BETWEEN HAMLINE AVENUE AND LEXINGTON PARKWAY IN
 PP1082'THE SOUTHEAST CORNER OF BRIDGE NO. 9382, PEDESTRIAN CROSSING OVER FAI
 PP1082'94 AT GRIGGS STREET (DEAD-END).  SE 1/4 SECTION 34, T 29N, R 23W.
 PP1082
 PP1082                          STATION RECOVERY (1970)
 PP1082
 PP1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PP1082'ABOUT 0.5 MILE EAST ALONG CONCORDIA AVENUE FROM THE INTERSECTION OF
 PP1082'N. PASCAL AVENUE AT ST. PAUL, 82 FEET NORTH OF THE CENTER LINE OF THE
 PP1082'AVENUE, SET IN THE TOP OF THE EAST SIDE OF THE CONCRETE SIDEWALK OVER
 PP1082'THE SOUTH CONCRETE ABUTMENT OF FOOT BRIDGE NUMBER 9382 OVER
 PP1082'INTERSTATE HIGHWAY 94, 335.5 FEET NORTH OF TRAVERSE STATION GRIGGS
 PP1082'(MHD), AND ABOUT LEVEL WITH THE SIDEWALK. NOTE-- THIS MARK IS ALSO
 PP1082'0.25 MILE WEST ALONG CONCORDIA AVENUE FROM THE INTERSECTION OF
 PP1082'LEXINGTON PARKWAY AT ST. PAUL.
 PP1082
 PP1082                          STATION RECOVERY (1985)
 PP1082
 PP1082'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1082'RECOVERED IN GOOD CONDITION.
 PP1082
 PP1082                          STATION RECOVERY (1990)
 PP1082
 PP1082'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1082'RECOVERED IN GOOD CONDITION.
 PP1082
 PP1082                          STATION RECOVERY (2001)
 PP1082
 PP1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP1082'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP1082
 PP1082                          STATION RECOVERY (2004)
 PP1082
 PP1082'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1082'RECOVERED AS DESCRIBED IN GOOD CONDITION. MARK IS ON SOUTH END OF THE
 PP1082'PED. BRIDGE THAT IS EAST OF 1247 ST ANTHONY AVE. ON THE NORTH SIDE OF
 PP1082'I 94 AND DUE NORTH OF GRIGGS AVE. ON THE SOUTH END OF THE BRIDGE.
 PP1082'SPSPS, JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1080 ***********************************************************************
 PP1080  DESIGNATION -  6282 J
 PP1080  PID         -  PP1080
 PP1080  STATE/COUNTY-  MN/RAMSEY
 PP1080  USGS QUAD   -  ST PAUL WEST (1993)
 PP1080
 PP1080                         *CURRENT SURVEY CONTROL
 PP1080  ___________________________________________________________________
 PP1080* NAD 83(1986)-  44 57 06.     (N)    093 09 23.     (W)     SCALED    
 PP1080* NAVD 88     -       282.117  (meters)     925.58   (feet)  ADJUSTED  
 PP1080  ___________________________________________________________________
 PP1080  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 PP1080  DYNAMIC HT  -         282.111 (meters)     925.56  (feet)  COMP
 PP1080  MODELED GRAV-     980,584.1   (mgal)                       NAVD 88
 PP1080
 PP1080  VERT ORDER  -  FIRST     CLASS I
 PP1080
 PP1080.The horizontal coordinates were scaled from a topographic map and have
 PP1080.an estimated accuracy of +/- 6 seconds.
 PP1080
 PP1080.The orthometric height was determined by differential leveling
 PP1080.and adjusted by the National Geodetic Survey in June 1991..
 PP1080
 PP1080.Photographs are available for this station.
 PP1080
 PP1080.The geoid height was determined by GEOID03.
 PP1080
 PP1080.The dynamic height is computed by dividing the NAVD 88
 PP1080.geopotential number by the normal gravity value computed on the
 PP1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1080.degrees latitude (g = 980.6199 gals.).
 PP1080
 PP1080.The modeled gravity was interpolated from observed gravity values.
 PP1080
 PP1080;                    North         East    Units  Estimated Accuracy
 PP1080;SPC MN S     -   317,200.      866,570.      MT  (+/- 180 meters Scaled)
 PP1080
 PP1080                          SUPERSEDED SURVEY CONTROL
 PP1080
 PP1080  NGVD 29 (??/??/92)  282.066  (m)          925.41   (f) ADJ UNCH    1 1
 PP1080
 PP1080.Superseded values are not recommended for survey control.
 PP1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1080.See file dsdata.txt to determine how the superseded data were derived.
 PP1080
 PP1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK876775(NAD 83)
 PP1080_MARKER: DD = SURVEY DISK
 PP1080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1080_SP_SET: BRIDGE
 PP1080_STAMPING: 6282-J 1966
 PP1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1080+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP1080
 PP1080  HISTORY     - Date     Condition        Report By
 PP1080  HISTORY     - 1966     MONUMENTED       MNDT
 PP1080  HISTORY     - 1970     GOOD             MNDT
 PP1080  HISTORY     - 1970     GOOD             NGS
 PP1080  HISTORY     - 1985     GOOD             USPSQD
 PP1080  HISTORY     - 1990     GOOD             USPSQD
 PP1080  HISTORY     - 20010331 GOOD             NGS
 PP1080  HISTORY     - 20041215 GOOD             USPSQD
 PP1080
 PP1080                          STATION DESCRIPTION
 PP1080
 PP1080'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1080'IN ST PAUL.
 PP1080'MARK IS LOCATED ABOUT MIDWAY BETWEEN SNELLING AVENUE AND LEXINGTON
 PP1080'PARKWAY, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9381, HAMLINE AVENUE
 PP1080'OVER FAI 94.
 PP1080
 PP1080                          STATION RECOVERY (1970)
 PP1080
 PP1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PP1080'ABOUT 0.2 MILE EAST ALONG CONCORDIA AVENUE FROM THE INTERSECTION OF
 PP1080'N. PASCAL AVENUE AT ST. PAUL, 53 FEET NORTH OF THE CENTERLINE OF
 PP1080'CONCORDIA AVENUE, SET IN THE TOP OF THE EAST END OF THE SOUTH
 PP1080'CONCRETE ABUTMENT OF N. HAMLINE AVENUE BRIDGE NUMBER 9382 OVER
 PP1080'INTERSTATE HIGHWAY 94, 8.0 FEET EAST OF THE WEST CURB OF THE SIDEWALK
 PP1080'ALONG N. HAMLINE AVENUE, AND ABOUT LEVEL WITH THE SIDEWALK.
 PP1080
 PP1080                          STATION RECOVERY (1985)
 PP1080
 PP1080'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1080'RECOVERED IN GOOD CONDITION.
 PP1080
 PP1080                          STATION RECOVERY (1990)
 PP1080
 PP1080'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1080'RECOVERED IN GOOD CONDITION.
 PP1080
 PP1080                          STATION RECOVERY (2001)
 PP1080
 PP1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP1080'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP1080
 PP1080                          STATION RECOVERY (2004)
 PP1080
 PP1080'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1080'RECOVERED AS DESCRIBED IN GOOD CONDITION. SPSPS, JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1078 ***********************************************************************
 PP1078  DESIGNATION -  6282 K
 PP1078  PID         -  PP1078
 PP1078  STATE/COUNTY-  MN/RAMSEY
 PP1078  USGS QUAD   -  ST PAUL WEST (1993)
 PP1078
 PP1078                         *CURRENT SURVEY CONTROL
 PP1078  ___________________________________________________________________
 PP1078* NAD 83(1986)-  44 57 05.     (N)    093 09 41.     (W)     SCALED    
 PP1078* NAVD 88     -       280.474  (meters)     920.19   (feet)  ADJUSTED  
 PP1078  ___________________________________________________________________
 PP1078  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 PP1078  DYNAMIC HT  -         280.467 (meters)     920.17  (feet)  COMP
 PP1078  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 PP1078
 PP1078  VERT ORDER  -  FIRST     CLASS I
 PP1078
 PP1078.The horizontal coordinates were scaled from a topographic map and have
 PP1078.an estimated accuracy of +/- 6 seconds.
 PP1078
 PP1078.The orthometric height was determined by differential leveling
 PP1078.and adjusted by the National Geodetic Survey in June 1991..
 PP1078
 PP1078.Photographs are available for this station.
 PP1078
 PP1078.The geoid height was determined by GEOID03.
 PP1078
 PP1078.The dynamic height is computed by dividing the NAVD 88
 PP1078.geopotential number by the normal gravity value computed on the
 PP1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1078.degrees latitude (g = 980.6199 gals.).
 PP1078
 PP1078.The modeled gravity was interpolated from observed gravity values.
 PP1078
 PP1078;                    North         East    Units  Estimated Accuracy
 PP1078;SPC MN S     -   317,160.      866,170.      MT  (+/- 180 meters Scaled)
 PP1078
 PP1078                          SUPERSEDED SURVEY CONTROL
 PP1078
 PP1078  NGVD 29 (??/??/92)  280.422  (m)          920.02   (f) ADJ UNCH    1 1
 PP1078
 PP1078.Superseded values are not recommended for survey control.
 PP1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1078.See file dsdata.txt to determine how the superseded data were derived.
 PP1078
 PP1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK872775(NAD 83)
 PP1078_MARKER: DD = SURVEY DISK
 PP1078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1078_SP_SET: BRIDGE
 PP1078_STAMPING: 6282-K 1966
 PP1078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1078+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP1078
 PP1078  HISTORY     - Date     Condition        Report By
 PP1078  HISTORY     - 1966     MONUMENTED       MNDT
 PP1078  HISTORY     - 1970     GOOD             MNDT
 PP1078  HISTORY     - 1970     GOOD             NGS
 PP1078  HISTORY     - 1985     GOOD             USPSQD
 PP1078  HISTORY     - 1985     GOOD             USPSQD
 PP1078  HISTORY     - 1985     GOOD             USPSQD
 PP1078  HISTORY     - 1990     GOOD             USPSQD
 PP1078  HISTORY     - 20010331 GOOD             NGS
 PP1078  HISTORY     - 20041215 GOOD             USPSQD
 PP1078
 PP1078                          STATION DESCRIPTION
 PP1078
 PP1078'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1078'IN ST PAUL.
 PP1078'MARK IS LOCATED MIDWAY BETWEEN SNELLING AVENUE, AND HAMLINE AVENUE, IN
 PP1078'THE SOUTHEAST CORNER OF BRIDGE NO. 9379, PASCAL AVENUE OVER FAI 94.
 PP1078
 PP1078                          STATION RECOVERY (1970)
 PP1078
 PP1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PP1078'AT ST. PAUL, AT THE INTERSECTION OF CONCORDIA AVENUE AND PASCAL
 PP1078'AVENUE, 38 1/2 FEET NORTH OF THE CENTER LINE OF CONCORDIA AVENUE, SET
 PP1078'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF N.
 PP1078'PASCAL AVENUE OVERPASS NUMBER 9379 FOR INTERSTATE HIGHWAY 94, 7.4
 PP1078'FEET EAST OF THE WEST CURB OF THE SIDEWALK ALONG N. PASCAL AVENUE,
 PP1078'AND ABOUT LEVEL WITH THE SIDEWALK. NOTE-- THIS MARK IS ALSO 0.15 MILE
 PP1078'EAST ALONG MARSHALL AVENUE FROM THE UNDERPASS FOR THE CHICAGO,
 PP1078'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT ST. PAUL, THENCE 0.2 MILE
 PP1078'NORTH ALONG N. PASCAL AVENUE.
 PP1078
 PP1078                          STATION RECOVERY (1985)
 PP1078
 PP1078'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1078'RECOVERED IN GOOD CONDITION.
 PP1078
 PP1078                          STATION RECOVERY (1985)
 PP1078
 PP1078'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1078'PASCAL STREET OVERPASS OF I-94, MARK LOCATED IN SOUTHEAST CORNER OF
 PP1078'BRIDGE IN ABUTMENT.
 PP1078
 PP1078                          STATION RECOVERY (1985)
 PP1078
 PP1078'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1078'PASCAL STREET OVERPASS OF I-94, MARK LOCATED IN SOUTHEAST CORNER OF
 PP1078'BRIDGE IN ABUTMENT.
 PP1078
 PP1078                          STATION RECOVERY (1990)
 PP1078
 PP1078'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1078'RECOVERED IN GOOD CONDITION.
 PP1078
 PP1078                          STATION RECOVERY (2001)
 PP1078
 PP1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP1078'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP1078
 PP1078                          STATION RECOVERY (2004)
 PP1078
 PP1078'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1078'RECOVERED AS DESCRIBED IN GOOD CONDITION. SPSPS, JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1077 ***********************************************************************
 PP1077  DESIGNATION -  6282 L
 PP1077  PID         -  PP1077
 PP1077  STATE/COUNTY-  MN/RAMSEY
 PP1077  USGS QUAD   -  ST PAUL WEST (1993)
 PP1077
 PP1077                         *CURRENT SURVEY CONTROL
 PP1077  ___________________________________________________________________
 PP1077* NAD 83(1986)-  44 57 05.     (N)    093 10 01.     (W)     SCALED    
 PP1077* NAVD 88     -       282.704  (meters)     927.50   (feet)  ADJUSTED  
 PP1077  ___________________________________________________________________
 PP1077  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 PP1077  DYNAMIC HT  -         282.697 (meters)     927.48  (feet)  COMP
 PP1077  MODELED GRAV-     980,583.4   (mgal)                       NAVD 88
 PP1077
 PP1077  VERT ORDER  -  SECOND    CLASS 0
 PP1077
 PP1077.The horizontal coordinates were scaled from a topographic map and have
 PP1077.an estimated accuracy of +/- 6 seconds.
 PP1077
 PP1077.The orthometric height was determined by differential leveling
 PP1077.and adjusted by the National Geodetic Survey in June 1991..
 PP1077
 PP1077.Photographs are available for this station.
 PP1077
 PP1077.The geoid height was determined by GEOID03.
 PP1077
 PP1077.The dynamic height is computed by dividing the NAVD 88
 PP1077.geopotential number by the normal gravity value computed on the
 PP1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1077.degrees latitude (g = 980.6199 gals.).
 PP1077
 PP1077.The modeled gravity was interpolated from observed gravity values.
 PP1077
 PP1077;                    North         East    Units  Estimated Accuracy
 PP1077;SPC MN S     -   317,160.      865,740.      MT  (+/- 180 meters Scaled)
 PP1077
 PP1077                          SUPERSEDED SURVEY CONTROL
 PP1077
 PP1077  NGVD 29 (??/??/92)  282.652  (m)          927.33   (f) ADJ UNCH    2 0
 PP1077
 PP1077.Superseded values are not recommended for survey control.
 PP1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1077.See file dsdata.txt to determine how the superseded data were derived.
 PP1077
 PP1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK868775(NAD 83)
 PP1077_MARKER: DD = SURVEY DISK
 PP1077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1077_SP_SET: BRIDGE
 PP1077_STAMPING: 6282-L 1966
 PP1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1077+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP1077
 PP1077  HISTORY     - Date     Condition        Report By
 PP1077  HISTORY     - 1966     MONUMENTED       MNDT
 PP1077  HISTORY     - 1970     GOOD             MNDT
 PP1077  HISTORY     - 1985     GOOD             USPSQD
 PP1077  HISTORY     - 1990     GOOD             USPSQD
 PP1077  HISTORY     - 20000326 GOOD             USPSQD
 PP1077  HISTORY     - 20041215 GOOD             USPSQD
 PP1077
 PP1077                          STATION DESCRIPTION
 PP1077
 PP1077'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1077'IN ST PAUL.
 PP1077'MARK IS LOCATED AT THE ST. PAUL MIDWAY DISTRICT, IN THE SOUTHEAST
 PP1077'CORNER OF BRIDGE NO. 9377, SNELLING AVENUE OVER FAI 94.
 PP1077
 PP1077                          STATION RECOVERY (1985)
 PP1077
 PP1077'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1077'RECOVERED IN GOOD CONDITION.
 PP1077
 PP1077                          STATION RECOVERY (1990)
 PP1077
 PP1077'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1077'RECOVERED IN GOOD CONDITION.
 PP1077
 PP1077                          STATION RECOVERY (2000)
 PP1077
 PP1077'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1077'RECOVERED IN GOOD CONDITION.
 PP1077
 PP1077                          STATION RECOVERY (2004)
 PP1077
 PP1077'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1077'RECOVERED AS DESCRIBED IN THE SE BRIDGE ABUTMENT, IN GOOD CONDITION.
 PP1077'SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1074 ***********************************************************************
 PP1074  DESIGNATION -  6282 N 1
 PP1074  PID         -  PP1074
 PP1074  STATE/COUNTY-  MN/RAMSEY
 PP1074  USGS QUAD   -  ST PAUL WEST (1993)
 PP1074
 PP1074                         *CURRENT SURVEY CONTROL
 PP1074  ___________________________________________________________________
 PP1074* NAD 83(1986)-  44 57 09.     (N)    093 10 36.     (W)     SCALED    
 PP1074* NAVD 88     -       274.012  (meters)     898.99   (feet)  ADJUSTED  
 PP1074  ___________________________________________________________________
 PP1074  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 PP1074  DYNAMIC HT  -         274.005 (meters)     898.96  (feet)  COMP
 PP1074  MODELED GRAV-     980,582.8   (mgal)                       NAVD 88
 PP1074
 PP1074  VERT ORDER  -  SECOND    CLASS 0
 PP1074
 PP1074.The horizontal coordinates were scaled from a topographic map and have
 PP1074.an estimated accuracy of +/- 6 seconds.
 PP1074
 PP1074.The orthometric height was determined by differential leveling
 PP1074.and adjusted by the National Geodetic Survey in June 1991..
 PP1074
 PP1074.Photographs are available for this station.
 PP1074
 PP1074.The geoid height was determined by GEOID03.
 PP1074
 PP1074.The dynamic height is computed by dividing the NAVD 88
 PP1074.geopotential number by the normal gravity value computed on the
 PP1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1074.degrees latitude (g = 980.6199 gals.).
 PP1074
 PP1074.The modeled gravity was interpolated from observed gravity values.
 PP1074
 PP1074;                    North         East    Units  Estimated Accuracy
 PP1074;SPC MN S     -   317,280.      864,970.      MT  (+/- 180 meters Scaled)
 PP1074
 PP1074                          SUPERSEDED SURVEY CONTROL
 PP1074
 PP1074  NGVD 29 (??/??/92)  273.960  (m)          898.82   (f) ADJ UNCH    2 0
 PP1074
 PP1074.Superseded values are not recommended for survey control.
 PP1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1074.See file dsdata.txt to determine how the superseded data were derived.
 PP1074
 PP1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK860776(NAD 83)
 PP1074_MARKER: DD = SURVEY DISK
 PP1074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1074_SP_SET: BRIDGE
 PP1074_STAMPING: 6282N1
 PP1074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1074+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP1074
 PP1074  HISTORY     - Date     Condition        Report By
 PP1074  HISTORY     - UNK      MONUMENTED       MNDT
 PP1074  HISTORY     - 1969     GOOD             MNDT
 PP1074  HISTORY     - 1985     GOOD             USPSQD
 PP1074  HISTORY     - 1990     GOOD             USPSQD
 PP1074  HISTORY     - 20041215 GOOD             USPSQD
 PP1074
 PP1074                          STATION DESCRIPTION
 PP1074
 PP1074'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1074'IN SAINT PAUL.
 PP1074'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 62847 I.R. 94 OVER
 PP1074'FAIRVIEW AVENUE AND UNDER RAILROAD BRIDGE.
 PP1074
 PP1074                          STATION RECOVERY (1985)
 PP1074
 PP1074'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1074'RECOVERED IN GOOD CONDITION.
 PP1074
 PP1074                          STATION RECOVERY (1990)
 PP1074
 PP1074'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1074'RECOVERED IN GOOD CONDITION.
 PP1074
 PP1074                          STATION RECOVERY (2004)
 PP1074
 PP1074'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1074'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS, ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1072 ***********************************************************************
 PP1072  DESIGNATION -  6282 N 2
 PP1072  PID         -  PP1072
 PP1072  STATE/COUNTY-  MN/RAMSEY
 PP1072  USGS QUAD   -  ST PAUL WEST (1993)
 PP1072
 PP1072                         *CURRENT SURVEY CONTROL
 PP1072  ___________________________________________________________________
 PP1072* NAD 83(1986)-  44 57 06.     (N)    093 10 34.     (W)     SCALED    
 PP1072* NAVD 88     -       280.772  (meters)     921.17   (feet)  ADJUSTED  
 PP1072  ___________________________________________________________________
 PP1072  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 PP1072  DYNAMIC HT  -         280.764 (meters)     921.14  (feet)  COMP
 PP1072  MODELED GRAV-     980,582.8   (mgal)                       NAVD 88
 PP1072
 PP1072  VERT ORDER  -  FIRST     CLASS I
 PP1072
 PP1072.The horizontal coordinates were scaled from a topographic map and have
 PP1072.an estimated accuracy of +/- 6 seconds.
 PP1072
 PP1072.The orthometric height was determined by differential leveling
 PP1072.and adjusted by the National Geodetic Survey in June 1991..
 PP1072
 PP1072.Photographs are available for this station.
 PP1072
 PP1072.The geoid height was determined by GEOID03.
 PP1072
 PP1072.The dynamic height is computed by dividing the NAVD 88
 PP1072.geopotential number by the normal gravity value computed on the
 PP1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1072.degrees latitude (g = 980.6199 gals.).
 PP1072
 PP1072.The modeled gravity was interpolated from observed gravity values.
 PP1072
 PP1072;                    North         East    Units  Estimated Accuracy
 PP1072;SPC MN S     -   317,180.      865,010.      MT  (+/- 180 meters Scaled)
 PP1072
 PP1072                          SUPERSEDED SURVEY CONTROL
 PP1072
 PP1072  NGVD 29 (??/??/92)  280.718  (m)          920.99   (f) ADJ UNCH    1 1
 PP1072
 PP1072.Superseded values are not recommended for survey control.
 PP1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1072.See file dsdata.txt to determine how the superseded data were derived.
 PP1072
 PP1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK861775(NAD 83)
 PP1072_MARKER: DD = SURVEY DISK
 PP1072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1072_SP_SET: BRIDGE
 PP1072_STAMPING: 6282N2
 PP1072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1072+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP1072
 PP1072  HISTORY     - Date     Condition        Report By
 PP1072  HISTORY     - UNK      MONUMENTED       MNDT
 PP1072  HISTORY     - 1969     GOOD             MNDT
 PP1072  HISTORY     - 1970     GOOD             NGS
 PP1072  HISTORY     - 1985     GOOD             USPSQD
 PP1072  HISTORY     - 1990     GOOD             USPSQD
 PP1072  HISTORY     - 20041215 GOOD             USPSQD
 PP1072
 PP1072                          STATION DESCRIPTION
 PP1072
 PP1072'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1072'IN SAINT PAUL.
 PP1072'STANDARD DISK IN THE EAST END OF RAILROAD BRIDGE NO. 62846 DISK IS 1
 PP1072'FT. EAST OF THE EAST END OF A STEEL WALL BETWEEN TRACKS AND APROX. 9
 PP1072'FT. SOUTH OF THE CENTER TRACK.
 PP1072
 PP1072                          STATION RECOVERY (1970)
 PP1072
 PP1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PP1072'ABOUT 0.45 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP1072'PACIFIC RAILROAD FROM THE OVERPASS FOR SHELLING AND MARSHALL AVENUES
 PP1072'AT ST. PAUL, 7.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 PP1072'SOUTHWEST SET OF MAIN TRACKS, 7.0 FEET SOUTHWEST OF THE SOUTHWEST
 PP1072'RAIL OF THE NORTHEAST SET OF MAIN TRACKS, SET IN THE TOP OF THE
 PP1072'SOUTHEAST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS FOR INTERSTATE
 PP1072'HIGHWAY 94 AND N. FAIRVIEW AVENUE, 1.6 FEET SOUTHEAST OF THE
 PP1072'SOUTHEAST END OF THE SECOND METAL GIRDER FROM THE SOUTHWEST SIDE OF
 PP1072'THE OVERPASS, AND ABOUT LEVEL WITH THE TRACKS.
 PP1072
 PP1072                          STATION RECOVERY (1985)
 PP1072
 PP1072'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1072'RECOVERED IN GOOD CONDITION.
 PP1072
 PP1072                          STATION RECOVERY (1990)
 PP1072
 PP1072'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1072'RECOVERED IN GOOD CONDITION.
 PP1072
 PP1072                          STATION RECOVERY (2004)
 PP1072
 PP1072'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1072'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS, ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1073 ***********************************************************************
 PP1073  DESIGNATION -  6282 N 3
 PP1073  PID         -  PP1073
 PP1073  STATE/COUNTY-  MN/RAMSEY
 PP1073  USGS QUAD   -  ST PAUL WEST (1993)
 PP1073
 PP1073                         *CURRENT SURVEY CONTROL
 PP1073  ___________________________________________________________________
 PP1073* NAD 83(1986)-  44 57 09.     (N)    093 10 36.     (W)     SCALED    
 PP1073* NAVD 88     -       279.459  (meters)     916.86   (feet)  ADJUSTED  
 PP1073  ___________________________________________________________________
 PP1073  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 PP1073  DYNAMIC HT  -         279.452 (meters)     916.84  (feet)  COMP
 PP1073  MODELED GRAV-     980,582.8   (mgal)                       NAVD 88
 PP1073
 PP1073  VERT ORDER  -  SECOND    CLASS 0
 PP1073
 PP1073.The horizontal coordinates were scaled from a topographic map and have
 PP1073.an estimated accuracy of +/- 6 seconds.
 PP1073
 PP1073.The orthometric height was determined by differential leveling
 PP1073.and adjusted by the National Geodetic Survey in June 1991..
 PP1073
 PP1073.The geoid height was determined by GEOID03.
 PP1073
 PP1073.The dynamic height is computed by dividing the NAVD 88
 PP1073.geopotential number by the normal gravity value computed on the
 PP1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1073.degrees latitude (g = 980.6199 gals.).
 PP1073
 PP1073.The modeled gravity was interpolated from observed gravity values.
 PP1073
 PP1073;                    North         East    Units  Estimated Accuracy
 PP1073;SPC MN S     -   317,280.      864,970.      MT  (+/- 180 meters Scaled)
 PP1073
 PP1073                          SUPERSEDED SURVEY CONTROL
 PP1073
 PP1073  NGVD 29 (??/??/92)  279.406  (m)          916.68   (f) ADJ UNCH    2 0
 PP1073
 PP1073.Superseded values are not recommended for survey control.
 PP1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1073.See file dsdata.txt to determine how the superseded data were derived.
 PP1073
 PP1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK860776(NAD 83)
 PP1073_MARKER: DD = SURVEY DISK
 PP1073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1073_SP_SET: BRIDGE
 PP1073_STAMPING: 6282N3
 PP1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1073+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP1073
 PP1073  HISTORY     - Date     Condition        Report By
 PP1073  HISTORY     - UNK      MONUMENTED       MNDT
 PP1073  HISTORY     - 1969     GOOD             MNDT
 PP1073  HISTORY     - 1985     POOR             USPSQD
 PP1073  HISTORY     - 1990     GOOD             USPSQD
 PP1073  HISTORY     - 20010331 GOOD             NGS
 PP1073  HISTORY     - 20010706 GOOD             USPSQD
 PP1073  HISTORY     - 20041215 GOOD             USPSQD
 PP1073
 PP1073                          STATION DESCRIPTION
 PP1073
 PP1073'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1073'IN SAINT PAUL.
 PP1073'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 62839 ST. ANTHONY
 PP1073'BLVD. OVER FAIRVIEW AVENUE.  ON THE NORTH SIDE OF I.R. 94.
 PP1073
 PP1073                          STATION RECOVERY (1985)
 PP1073
 PP1073'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1073'MARK RECOVERED IN POOR CONDITION.
 PP1073
 PP1073                          STATION RECOVERY (1990)
 PP1073
 PP1073'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1073'RECOVERED IN GOOD CONDITION.
 PP1073
 PP1073                          STATION RECOVERY (2001)
 PP1073
 PP1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP1073'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP1073
 PP1073                          STATION RECOVERY (2001)
 PP1073
 PP1073'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1073'RECOVERED IN GOOD CONDITION.
 PP1073
 PP1073                          STATION RECOVERY (2004)
 PP1073
 PP1073'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1073'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS, ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1071 ***********************************************************************
 PP1071  DESIGNATION -  6282 P
 PP1071  PID         -  PP1071
 PP1071  STATE/COUNTY-  MN/RAMSEY
 PP1071  USGS QUAD   -  ST PAUL WEST (1993)
 PP1071
 PP1071                         *CURRENT SURVEY CONTROL
 PP1071  ___________________________________________________________________
 PP1071* NAD 83(1986)-  44 57 09.     (N)    093 10 54.     (W)     SCALED    
 PP1071* NAVD 88     -       276.505  (meters)     907.17   (feet)  ADJUSTED  
 PP1071  ___________________________________________________________________
 PP1071  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 PP1071  DYNAMIC HT  -         276.497 (meters)     907.14  (feet)  COMP
 PP1071  MODELED GRAV-     980,582.5   (mgal)                       NAVD 88
 PP1071
 PP1071  VERT ORDER  -  SECOND    CLASS 0
 PP1071
 PP1071.The horizontal coordinates were scaled from a topographic map and have
 PP1071.an estimated accuracy of +/- 6 seconds.
 PP1071
 PP1071.The orthometric height was determined by differential leveling
 PP1071.and adjusted by the National Geodetic Survey in June 1991..
 PP1071
 PP1071.The geoid height was determined by GEOID03.
 PP1071
 PP1071.The dynamic height is computed by dividing the NAVD 88
 PP1071.geopotential number by the normal gravity value computed on the
 PP1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1071.degrees latitude (g = 980.6199 gals.).
 PP1071
 PP1071.The modeled gravity was interpolated from observed gravity values.
 PP1071
 PP1071;                    North         East    Units  Estimated Accuracy
 PP1071;SPC MN S     -   317,270.      864,570.      MT  (+/- 180 meters Scaled)
 PP1071
 PP1071                          SUPERSEDED SURVEY CONTROL
 PP1071
 PP1071  NGVD 29 (??/??/92)  276.452  (m)          906.99   (f) ADJ UNCH    2 0
 PP1071
 PP1071.Superseded values are not recommended for survey control.
 PP1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1071.See file dsdata.txt to determine how the superseded data were derived.
 PP1071
 PP1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK856776(NAD 83)
 PP1071_MARKER: DD = SURVEY DISK
 PP1071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1071_SP_SET: BRIDGE
 PP1071_STAMPING: 6282P
 PP1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1071+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2004
 PP1071
 PP1071  HISTORY     - Date     Condition        Report By
 PP1071  HISTORY     - UNK      MONUMENTED       MNDT
 PP1071  HISTORY     - 1969     GOOD             MNDT
 PP1071  HISTORY     - 1985     GOOD             USPSQD
 PP1071  HISTORY     - 1990     GOOD             USPSQD
 PP1071  HISTORY     - 20010331 GOOD             NGS
 PP1071  HISTORY     - 20010706 GOOD             USPSQD
 PP1071  HISTORY     - 20041216 GOOD             USPSQD
 PP1071
 PP1071                          STATION DESCRIPTION
 PP1071
 PP1071'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1071'IN SAINT PAUL.
 PP1071'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 62845 PRIOR AVENUE
 PP1071'OVER I.R. 94.
 PP1071
 PP1071                          STATION RECOVERY (1985)
 PP1071
 PP1071'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1071'RECOVERED IN GOOD CONDITION.
 PP1071
 PP1071                          STATION RECOVERY (1990)
 PP1071
 PP1071'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1071'RECOVERED IN GOOD CONDITION.
 PP1071
 PP1071                          STATION RECOVERY (2001)
 PP1071
 PP1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP1071'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP1071
 PP1071                          STATION RECOVERY (2001)
 PP1071
 PP1071'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1071'RECOVERED IN GOOD CONDITION.
 PP1071
 PP1071                          STATION RECOVERY (2004)
 PP1071
 PP1071'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1071'RECOVERED IN GOOD CONDITION AS DESCRIBED, SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1070 ***********************************************************************
 PP1070  DESIGNATION -  6282 Q
 PP1070  PID         -  PP1070
 PP1070  STATE/COUNTY-  MN/RAMSEY
 PP1070  USGS QUAD   -  ST PAUL WEST (1993)
 PP1070
 PP1070                         *CURRENT SURVEY CONTROL
 PP1070  ___________________________________________________________________
 PP1070* NAD 83(1986)-  44 57 14.     (N)    093 11 11.     (W)     SCALED    
 PP1070* NAVD 88     -       275.976  (meters)     905.43   (feet)  ADJUSTED  
 PP1070  ___________________________________________________________________
 PP1070  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 PP1070  DYNAMIC HT  -         275.969 (meters)     905.41  (feet)  COMP
 PP1070  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 PP1070
 PP1070  VERT ORDER  -  FIRST     CLASS I
 PP1070
 PP1070.The horizontal coordinates were scaled from a topographic map and have
 PP1070.an estimated accuracy of +/- 6 seconds.
 PP1070
 PP1070.The orthometric height was determined by differential leveling
 PP1070.and adjusted by the National Geodetic Survey in June 1991..
 PP1070
 PP1070.The geoid height was determined by GEOID03.
 PP1070
 PP1070.The dynamic height is computed by dividing the NAVD 88
 PP1070.geopotential number by the normal gravity value computed on the
 PP1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1070.degrees latitude (g = 980.6199 gals.).
 PP1070
 PP1070.The modeled gravity was interpolated from observed gravity values.
 PP1070
 PP1070;                    North         East    Units  Estimated Accuracy
 PP1070;SPC MN S     -   317,420.      864,200.      MT  (+/- 180 meters Scaled)
 PP1070
 PP1070                          SUPERSEDED SURVEY CONTROL
 PP1070
 PP1070  NGVD 29 (??/??/92)  275.922  (m)          905.25   (f) ADJ UNCH    1 1
 PP1070
 PP1070.Superseded values are not recommended for survey control.
 PP1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1070.See file dsdata.txt to determine how the superseded data were derived.
 PP1070
 PP1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK852778(NAD 83)
 PP1070_MARKER: DD = SURVEY DISK
 PP1070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1070_SP_SET: BRIDGE
 PP1070_STAMPING: 6282Q
 PP1070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1070+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2004
 PP1070
 PP1070  HISTORY     - Date     Condition        Report By
 PP1070  HISTORY     - UNK      MONUMENTED       MNDT
 PP1070  HISTORY     - 1969     GOOD             MNDT
 PP1070  HISTORY     - 1970     GOOD             NGS
 PP1070  HISTORY     - 1985     POOR             USPSQD
 PP1070  HISTORY     - 1990     POOR             USPSQD
 PP1070  HISTORY     - 20000326 GOOD             USPSQD
 PP1070  HISTORY     - 20041216 GOOD             USPSQD
 PP1070
 PP1070                          STATION DESCRIPTION
 PP1070
 PP1070'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1070'IN SAINT PAUL.
 PP1070'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 9457 CLEVELAND
 PP1070'AVENUE OVER I.R. 94.
 PP1070
 PP1070                          STATION RECOVERY (1970)
 PP1070
 PP1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PP1070'ABOUT 1.05 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP1070'PACIFIC RAILROAD FROM THE OVERPASS FOR SHELLING AND MARSHALL AVENUES
 PP1070'AT ST. PAUL, 182 YARDS SOUTH OF THE SOUTHEAST RAIL OF THE TRACK, SET
 PP1070'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF N.
 PP1070'CLEVELAND AVENUE OVERPASS NUMBER 9457 FOR INTERSTATE HIGHWAY 94, 98
 PP1070'FEET NORTH OF THE CENTER LINE OF ST. ANTHONY AVENUE, 7.4 FEET EAST OF
 PP1070'THE WEST CURB OF THE SIDEWALK ALONG N. CLEVELAND AVENUE, AND ABOUT
 PP1070'LEVEL WITH THE SIDEWALK.
 PP1070
 PP1070                          STATION RECOVERY (1985)
 PP1070
 PP1070'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1070'MARK RECOVERED IN POOR CONDITION.
 PP1070
 PP1070                          STATION RECOVERY (1990)
 PP1070
 PP1070'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1070'MARK RECOVERED IN POOR CONDITION.
 PP1070
 PP1070                          STATION RECOVERY (2000)
 PP1070
 PP1070'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1070'RECOVERED IN GOOD CONDITION.
 PP1070
 PP1070                          STATION RECOVERY (2004)
 PP1070
 PP1070'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1070'RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE FOLLOWING ADDITION.
 PP1070'CHANGS BRIDGE NUMBER TO 94757 BUILT IN 1994.  SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1068 ***********************************************************************
 PP1068  DESIGNATION -  6282 R 1
 PP1068  PID         -  PP1068
 PP1068  STATE/COUNTY-  MN/RAMSEY
 PP1068  USGS QUAD   -  ST PAUL WEST (1993)
 PP1068
 PP1068                         *CURRENT SURVEY CONTROL
 PP1068  ___________________________________________________________________
 PP1068* NAD 83(1986)-  44 57 21.     (N)    093 11 30.     (W)     SCALED    
 PP1068* NAVD 88     -       276.142  (meters)     905.98   (feet)  ADJUSTED  
 PP1068  ___________________________________________________________________
 PP1068  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 PP1068  DYNAMIC HT  -         276.135 (meters)     905.95  (feet)  COMP
 PP1068  MODELED GRAV-     980,582.1   (mgal)                       NAVD 88
 PP1068
 PP1068  VERT ORDER  -  SECOND    CLASS 0
 PP1068
 PP1068.The horizontal coordinates were scaled from a topographic map and have
 PP1068.an estimated accuracy of +/- 6 seconds.
 PP1068
 PP1068.The orthometric height was determined by differential leveling
 PP1068.and adjusted by the National Geodetic Survey in June 1991..
 PP1068
 PP1068.The geoid height was determined by GEOID03.
 PP1068
 PP1068.The dynamic height is computed by dividing the NAVD 88
 PP1068.geopotential number by the normal gravity value computed on the
 PP1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1068.degrees latitude (g = 980.6199 gals.).
 PP1068
 PP1068.The modeled gravity was interpolated from observed gravity values.
 PP1068
 PP1068;                    North         East    Units  Estimated Accuracy
 PP1068;SPC MN S     -   317,630.      863,780.      MT  (+/- 180 meters Scaled)
 PP1068
 PP1068                          SUPERSEDED SURVEY CONTROL
 PP1068
 PP1068  NGVD 29 (??/??/92)  276.089  (m)          905.80   (f) ADJ UNCH    2 0
 PP1068
 PP1068.Superseded values are not recommended for survey control.
 PP1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1068.See file dsdata.txt to determine how the superseded data were derived.
 PP1068
 PP1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK848780(NAD 83)
 PP1068_MARKER: DD = SURVEY DISK
 PP1068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1068_SP_SET: BRIDGE
 PP1068_STAMPING: 6282R1
 PP1068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1068
 PP1068  HISTORY     - Date     Condition        Report By
 PP1068  HISTORY     - UNK      MONUMENTED       MNDT
 PP1068  HISTORY     - 1969     GOOD             MNDT
 PP1068  HISTORY     - 1985     GOOD             USPSQD
 PP1068  HISTORY     - 1990     GOOD             USPSQD
 PP1068  HISTORY     - 20010706 GOOD             USPSQD
 PP1068  HISTORY     - 20041216 MARK NOT FOUND   USPSQD
 PP1068
 PP1068                          STATION DESCRIPTION
 PP1068
 PP1068'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1068'IN SAINT PAUL.
 PP1068'STANDARD DISK IN SOUTHEAST CORNER OF BRIDGE NO. 9452 VANDALLIA AVENUE
 PP1068'OVER I.R. 94.
 PP1068
 PP1068                          STATION RECOVERY (1985)
 PP1068
 PP1068'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1068'RECOVERED IN GOOD CONDITION.
 PP1068
 PP1068                          STATION RECOVERY (1990)
 PP1068
 PP1068'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1068'RECOVERED IN GOOD CONDITION.
 PP1068
 PP1068                          STATION RECOVERY (2001)
 PP1068
 PP1068'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1068'RECOVERED IN GOOD CONDITION.
 PP1068
 PP1068                          STATION RECOVERY (2004)
 PP1068
 PP1068'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1068'MARK NOT FOUND, SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1069 ***********************************************************************
 PP1069  DESIGNATION -  6282 R 2
 PP1069  PID         -  PP1069
 PP1069  STATE/COUNTY-  MN/RAMSEY
 PP1069  USGS QUAD   -  ST PAUL WEST (1993)
 PP1069
 PP1069                         *CURRENT SURVEY CONTROL
 PP1069  ___________________________________________________________________
 PP1069* NAD 83(1986)-  44 57 26.     (N)    093 11 30.     (W)     SCALED    
 PP1069* NAVD 88     -       280.234  (meters)     919.40   (feet)  ADJUSTED  
 PP1069  ___________________________________________________________________
 PP1069  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 PP1069  DYNAMIC HT  -         280.227 (meters)     919.38  (feet)  COMP
 PP1069  MODELED GRAV-     980,582.1   (mgal)                       NAVD 88
 PP1069
 PP1069  VERT ORDER  -  SECOND    CLASS 0
 PP1069
 PP1069.The horizontal coordinates were scaled from a topographic map and have
 PP1069.an estimated accuracy of +/- 6 seconds.
 PP1069
 PP1069.The orthometric height was determined by differential leveling
 PP1069.and adjusted by the National Geodetic Survey in June 1991..
 PP1069
 PP1069.The geoid height was determined by GEOID03.
 PP1069
 PP1069.The dynamic height is computed by dividing the NAVD 88
 PP1069.geopotential number by the normal gravity value computed on the
 PP1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1069.degrees latitude (g = 980.6199 gals.).
 PP1069
 PP1069.The modeled gravity was interpolated from observed gravity values.
 PP1069
 PP1069;                    North         East    Units  Estimated Accuracy
 PP1069;SPC MN S     -   317,790.      863,780.      MT  (+/- 180 meters Scaled)
 PP1069
 PP1069                          SUPERSEDED SURVEY CONTROL
 PP1069
 PP1069  NGVD 29 (??/??/92)  280.181  (m)          919.23   (f) ADJ UNCH    2 0
 PP1069
 PP1069.Superseded values are not recommended for survey control.
 PP1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1069.See file dsdata.txt to determine how the superseded data were derived.
 PP1069
 PP1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK848782(NAD 83)
 PP1069_MARKER: DD = SURVEY DISK
 PP1069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1069_SP_SET: BRIDGE
 PP1069_STAMPING: 6282R2
 PP1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1069+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2004
 PP1069
 PP1069  HISTORY     - Date     Condition        Report By
 PP1069  HISTORY     - UNK      MONUMENTED       MNDT
 PP1069  HISTORY     - 1969     GOOD             MNDT
 PP1069  HISTORY     - 1985     GOOD             USPSQD
 PP1069  HISTORY     - 1990     GOOD             USPSQD
 PP1069  HISTORY     - 20010702 GOOD             USPSQD
 PP1069  HISTORY     - 20041216 GOOD             USPSQD
 PP1069
 PP1069                          STATION DESCRIPTION
 PP1069
 PP1069'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1069'IN SAINT PAUL.
 PP1069'STANDARD DISK IN THE SIDEWALK IN THE SOUTHEAST CORNER OF BRIDGE NO.
 PP1069'9451 VANDALLIA AVENUE OVER THE RAILROAD TRACKS ON NORTH SIDE OF I.R.
 PP1069'94.
 PP1069
 PP1069                          STATION RECOVERY (1985)
 PP1069
 PP1069'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1069'RECOVERED IN GOOD CONDITION.
 PP1069
 PP1069                          STATION RECOVERY (1990)
 PP1069
 PP1069'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1069'RECOVERED IN GOOD CONDITION.
 PP1069
 PP1069                          STATION RECOVERY (2001)
 PP1069
 PP1069'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1069'RECOVERED IN GOOD CONDITION.
 PP1069
 PP1069                          STATION RECOVERY (2004)
 PP1069
 PP1069'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1069'RECOVERED IN GOOD CONDITION AS DESCRIBED, SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1067 ***********************************************************************
 PP1067  DESIGNATION -  6282 S 1
 PP1067  PID         -  PP1067
 PP1067  STATE/COUNTY-  MN/RAMSEY
 PP1067  USGS QUAD   -  ST PAUL WEST (1993)
 PP1067
 PP1067                         *CURRENT SURVEY CONTROL
 PP1067  ___________________________________________________________________
 PP1067* NAD 83(1986)-  44 57 33.     (N)    093 11 56.     (W)     SCALED    
 PP1067* NAVD 88     -       273.138  (meters)     896.12   (feet)  ADJUSTED  
 PP1067  ___________________________________________________________________
 PP1067  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 PP1067  DYNAMIC HT  -         273.130 (meters)     896.09  (feet)  COMP
 PP1067  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 PP1067
 PP1067  VERT ORDER  -  SECOND    CLASS 0
 PP1067
 PP1067.The horizontal coordinates were scaled from a topographic map and have
 PP1067.an estimated accuracy of +/- 6 seconds.
 PP1067
 PP1067.The orthometric height was determined by differential leveling
 PP1067.and adjusted by the National Geodetic Survey in June 1991..
 PP1067
 PP1067.The geoid height was determined by GEOID03.
 PP1067
 PP1067.The dynamic height is computed by dividing the NAVD 88
 PP1067.geopotential number by the normal gravity value computed on the
 PP1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1067.degrees latitude (g = 980.6199 gals.).
 PP1067
 PP1067.The modeled gravity was interpolated from observed gravity values.
 PP1067
 PP1067;                    North         East    Units  Estimated Accuracy
 PP1067;SPC MN S     -   318,000.      863,210.      MT  (+/- 180 meters Scaled)
 PP1067
 PP1067                          SUPERSEDED SURVEY CONTROL
 PP1067
 PP1067  NGVD 29 (??/??/92)  273.084  (m)          895.94   (f) ADJ UNCH    2 0
 PP1067
 PP1067.Superseded values are not recommended for survey control.
 PP1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1067.See file dsdata.txt to determine how the superseded data were derived.
 PP1067
 PP1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK843784(NAD 83)
 PP1067_MARKER: DD = SURVEY DISK
 PP1067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1067_SP_SET: BRIDGE
 PP1067_STAMPING: 6282 S1 1969
 PP1067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1067+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP1067
 PP1067  HISTORY     - Date     Condition        Report By
 PP1067  HISTORY     - 1969     MONUMENTED       MNDT
 PP1067  HISTORY     - 1973     GOOD             MNDT
 PP1067  HISTORY     - 1985     GOOD             USPSQD
 PP1067  HISTORY     - 1989     GOOD             USPSQD
 PP1067  HISTORY     - 1990     GOOD             USPSQD
 PP1067  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PP1067  HISTORY     - 20010706 GOOD             USPSQD
 PP1067  HISTORY     - 20041215 GOOD             USPSQD
 PP1067
 PP1067                          STATION DESCRIPTION
 PP1067
 PP1067'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1067'IN ST PAUL.
 PP1067'THE MARK IS APPROXIMATELY 0.1 MILE EASTERLY ALONG INTERSTATE 94 FROM
 PP1067'THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 94 IN ST. PAUL.  IT
 PP1067'IS SET IN THE SOUTHEAST CORNER OF BRIDGE 62813 (PELHAM BOULEVARD OVER
 PP1067'INTERSTATE 94, THE BURLINGTON NORTHERN RAILROAD AND WESTBOUND
 PP1067'INTERSTATE 94 CONNECTION TO NORTHBOUND TRUNK HIGHWAY 280).  IT IS 0.5
 PP1067'FOOT ABOVE PELHAM BOULEVARD.  NW 1/4, SEC 32, T 29N, R 23W.
 PP1067
 PP1067                          STATION RECOVERY (1985)
 PP1067
 PP1067'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1067'RECOVERED IN GOOD CONDITION.
 PP1067
 PP1067                          STATION RECOVERY (1989)
 PP1067
 PP1067'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 PP1067'RECOVERED IN GOOD CONDITION.
 PP1067
 PP1067                          STATION RECOVERY (1990)
 PP1067
 PP1067'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1067'RECOVERED IN GOOD CONDITION.
 PP1067
 PP1067                          STATION RECOVERY (2001)
 PP1067
 PP1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP1067'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP1067
 PP1067                          STATION RECOVERY (2001)
 PP1067
 PP1067'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1067'RECOVERED IN GOOD CONDITION.
 PP1067
 PP1067                          STATION RECOVERY (2004)
 PP1067
 PP1067'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1067'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS, ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1066 ***********************************************************************
 PP1066  DESIGNATION -  6282 S 2
 PP1066  PID         -  PP1066
 PP1066  STATE/COUNTY-  MN/RAMSEY
 PP1066  USGS QUAD   -  ST PAUL WEST (1993)
 PP1066
 PP1066                         *CURRENT SURVEY CONTROL
 PP1066  ___________________________________________________________________
 PP1066* NAD 83(1986)-  44 57 33.     (N)    093 11 57.     (W)     SCALED    
 PP1066* NAVD 88     -       265.740  (meters)     871.85   (feet)  ADJUSTED  
 PP1066  ___________________________________________________________________
 PP1066  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 PP1066  DYNAMIC HT  -         265.733 (meters)     871.83  (feet)  COMP
 PP1066  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 PP1066
 PP1066  VERT ORDER  -  FIRST     CLASS I
 PP1066
 PP1066.The horizontal coordinates were scaled from a topographic map and have
 PP1066.an estimated accuracy of +/- 6 seconds.
 PP1066
 PP1066.The orthometric height was determined by differential leveling
 PP1066.and adjusted by the National Geodetic Survey in June 1991..
 PP1066
 PP1066.The geoid height was determined by GEOID03.
 PP1066
 PP1066.The dynamic height is computed by dividing the NAVD 88
 PP1066.geopotential number by the normal gravity value computed on the
 PP1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1066.degrees latitude (g = 980.6199 gals.).
 PP1066
 PP1066.The modeled gravity was interpolated from observed gravity values.
 PP1066
 PP1066;                    North         East    Units  Estimated Accuracy
 PP1066;SPC MN S     -   318,000.      863,180.      MT  (+/- 180 meters Scaled)
 PP1066
 PP1066                          SUPERSEDED SURVEY CONTROL
 PP1066
 PP1066  NGVD 29 (??/??/92)  265.685  (m)          871.67   (f) ADJ UNCH    1 1
 PP1066
 PP1066.Superseded values are not recommended for survey control.
 PP1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1066.See file dsdata.txt to determine how the superseded data were derived.
 PP1066
 PP1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK842784(NAD 83)
 PP1066_MARKER: DD = SURVEY DISK
 PP1066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1066_SP_SET: BRIDGE
 PP1066_STAMPING: 6282S2
 PP1066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1066+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP1066
 PP1066  HISTORY     - Date     Condition        Report By
 PP1066  HISTORY     - UNK      MONUMENTED       MNDT
 PP1066  HISTORY     - 1969     GOOD             MNDT
 PP1066  HISTORY     - 1970     GOOD             NGS
 PP1066  HISTORY     - 1985     GOOD             USPSQD
 PP1066  HISTORY     - 1990     GOOD             USPSQD
 PP1066  HISTORY     - 20041215 GOOD             USPSQD
 PP1066
 PP1066                          STATION DESCRIPTION
 PP1066
 PP1066'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1066'IN SAINT PAUL.
 PP1066'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 62814 THE
 PP1066'C.M.ST.P. AND P. RAILROAD BRIDGE OVER I.R. 94 AND UNDER PELHAM BLVD.
 PP1066
 PP1066                          STATION RECOVERY (1970)
 PP1066
 PP1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PP1066'ABOUT 1.75 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP1066'PACIFIC RAILROAD FROM THE OVERPASS FOR SHELLING AND MARSHALL AVENUES
 PP1066'AT ST. PAUL, 7 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK,
 PP1066'SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 PP1066'ABUTMENT OF THE RAILROAD OVERPASS FOR INTERSTATE HIGHWAY 94, 3.7 FEET
 PP1066'EAST OF THE EAST END OF THE SOUTH METAL GIRDER ON THE OVERPASS, AND
 PP1066'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE TRACK.
 PP1066
 PP1066                          STATION RECOVERY (1985)
 PP1066
 PP1066'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1066'RECOVERED IN GOOD CONDITION.
 PP1066
 PP1066                          STATION RECOVERY (1990)
 PP1066
 PP1066'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1066'RECOVERED IN GOOD CONDITION.
 PP1066
 PP1066                          STATION RECOVERY (2004)
 PP1066
 PP1066'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1066'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS, ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1117 ***********************************************************************
 PP1117  DESIGNATION -  6283 C 1
 PP1117  PID         -  PP1117
 PP1117  STATE/COUNTY-  MN/RAMSEY
 PP1117  USGS QUAD   -  ST PAUL EAST (1993)
 PP1117
 PP1117                         *CURRENT SURVEY CONTROL
 PP1117  ___________________________________________________________________
 PP1117* NAD 83(1986)-  44 57 10.     (N)    093 05 07.     (W)     SCALED    
 PP1117* NAVD 88     -       233.124  (meters)     764.84   (feet)  ADJUSTED  
 PP1117  ___________________________________________________________________
 PP1117  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 PP1117  DYNAMIC HT  -         233.120 (meters)     764.83  (feet)  COMP
 PP1117  MODELED GRAV-     980,590.8   (mgal)                       NAVD 88
 PP1117
 PP1117  VERT ORDER  -  SECOND    CLASS 0
 PP1117
 PP1117.The horizontal coordinates were scaled from a topographic map and have
 PP1117.an estimated accuracy of +/- 6 seconds.
 PP1117
 PP1117.The orthometric height was determined by differential leveling
 PP1117.and adjusted by the National Geodetic Survey in June 1991..
 PP1117
 PP1117.The geoid height was determined by GEOID03.
 PP1117
 PP1117.The dynamic height is computed by dividing the NAVD 88
 PP1117.geopotential number by the normal gravity value computed on the
 PP1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1117.degrees latitude (g = 980.6199 gals.).
 PP1117
 PP1117.The modeled gravity was interpolated from observed gravity values.
 PP1117
 PP1117;                    North         East    Units  Estimated Accuracy
 PP1117;SPC MN S     -   317,380.      872,180.      MT  (+/- 180 meters Scaled)
 PP1117
 PP1117                          SUPERSEDED SURVEY CONTROL
 PP1117
 PP1117  NGVD 29 (??/??/92)  233.083  (m)          764.71   (f) ADJ UNCH    2 0
 PP1117
 PP1117.Superseded values are not recommended for survey control.
 PP1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1117.See file dsdata.txt to determine how the superseded data were derived.
 PP1117
 PP1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK932777(NAD 83)
 PP1117_MARKER: DD = SURVEY DISK
 PP1117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1117_SP_SET: BRIDGE
 PP1117_STAMPING: 6283-C1 1970
 PP1117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1117
 PP1117  HISTORY     - Date     Condition        Report By
 PP1117  HISTORY     - 1970     MONUMENTED       MNDT
 PP1117  HISTORY     - 20031020 MARK NOT FOUND   USPSQD
 PP1117  HISTORY     - 20041215 MARK NOT FOUND   USPSQD
 PP1117
 PP1117                          STATION DESCRIPTION
 PP1117
 PP1117'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1117'IN ST PAUL.
 PP1117'MARK IS LOCATED IN THE SOUTHEAST CORNER OF FAI 94 EASTBOUND EXIT
 PP1117'BRIDGE NO. 62816, TO SIXTH STREET OVER FAI 94 WESTBOUND.  SW 1/4
 PP1117'SECTION 32, T 29N, R 22W.
 PP1117
 PP1117                          STATION RECOVERY (2003)
 PP1117
 PP1117'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 PP1117'MARK NOT FOUND.
 PP1117
 PP1117                          STATION RECOVERY (2004)
 PP1117
 PP1117'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1117'MARK NOT FOUND. SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1136 ***********************************************************************
 PP1136  DESIGNATION -  6283 K
 PP1136  PID         -  PP1136
 PP1136  STATE/COUNTY-  MN/RAMSEY
 PP1136  USGS QUAD   -  ST PAUL EAST (1993)
 PP1136
 PP1136                         *CURRENT SURVEY CONTROL
 PP1136  ___________________________________________________________________
 PP1136* NAD 83(1986)-  44 57 04.     (N)    093 01 29.     (W)     SCALED    
 PP1136* NAVD 88     -       275.722  (meters)     904.60   (feet)  ADJUSTED  
 PP1136  ___________________________________________________________________
 PP1136  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 PP1136  DYNAMIC HT  -         275.716 (meters)     904.58  (feet)  COMP
 PP1136  MODELED GRAV-     980,586.8   (mgal)                       NAVD 88
 PP1136
 PP1136  VERT ORDER  -  SECOND    CLASS 0
 PP1136
 PP1136.The horizontal coordinates were scaled from a topographic map and have
 PP1136.an estimated accuracy of +/- 6 seconds.
 PP1136
 PP1136.The orthometric height was determined by differential leveling
 PP1136.and adjusted by the National Geodetic Survey in June 1991..
 PP1136
 PP1136.Photographs are available for this station.
 PP1136
 PP1136.The geoid height was determined by GEOID03.
 PP1136
 PP1136.The dynamic height is computed by dividing the NAVD 88
 PP1136.geopotential number by the normal gravity value computed on the
 PP1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1136.degrees latitude (g = 980.6199 gals.).
 PP1136
 PP1136.The modeled gravity was interpolated from observed gravity values.
 PP1136
 PP1136;                    North         East    Units  Estimated Accuracy
 PP1136;SPC MN S     -   317,250.      876,960.      MT  (+/- 180 meters Scaled)
 PP1136
 PP1136                          SUPERSEDED SURVEY CONTROL
 PP1136
 PP1136  NGVD 29 (??/??/92)  275.671  (m)          904.43   (f) ADJ UNCH    2 0
 PP1136
 PP1136.Superseded values are not recommended for survey control.
 PP1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1136.See file dsdata.txt to determine how the superseded data were derived.
 PP1136
 PP1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK980775(NAD 83)
 PP1136_MARKER: DD = SURVEY DISK
 PP1136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1136_SP_SET: BRIDGE
 PP1136_STAMPING: 6283 K 1970
 PP1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1136+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 PP1136
 PP1136  HISTORY     - Date     Condition        Report By
 PP1136  HISTORY     - 1970     MONUMENTED       MNDT
 PP1136  HISTORY     - 1976     GOOD             MNDT
 PP1136  HISTORY     - 1985     GOOD             USPSQD
 PP1136  HISTORY     - 20031023 GOOD             USPSQD
 PP1136  HISTORY     - 20051113 GOOD             USPSQD
 PP1136
 PP1136                          STATION DESCRIPTION
 PP1136
 PP1136'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP1136'IN ST PAUL.
 PP1136'IT IS LOCATED 2.0 MILE WEST ALONG INTERSTATE (FAI) 94 FROM THE
 PP1136'JUNCTION OF FAI 94 AND TRUNK HIGHWAY 120 (CENTURY AVENUE) AND IS AT
 PP1136'FAI 94 MILEPOINT 245.71.  IT IS 34.0 FEET EAST OF AND ABOUT 0.5 OF A
 PP1136'FOOT HIGHER THAN WHITE BEAR AVENUE AND IS SET IN THE SOUTHEAST CORNER
 PP1136'OF BRIDGE NUMBER 9148 (WHITE BEAR AVENUE OVER FAI 94).  SW 1/4, SEC
 PP1136'35, T29N, R 22W.
 PP1136
 PP1136                          STATION RECOVERY (1985)
 PP1136
 PP1136'RECOVERY NOTE BY US POWER SQUADRON 1985 (CAF)
 PP1136'RECOVERED IN GOOD CONDITION.
 PP1136
 PP1136                          STATION RECOVERY (2003)
 PP1136
 PP1136'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 PP1136'RECOVERED IN GOOD CONDITION AND AS DESCRIBED. SPSPS JRD AND ATD
 PP1136
 PP1136                          STATION RECOVERY (2005)
 PP1136
 PP1136'RECOVERY NOTE BY US POWER SQUADRON 2005 (SJT)
 PP1136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1137 ***********************************************************************
 PP1137  DESIGNATION -  6283 L
 PP1137  PID         -  PP1137
 PP1137  STATE/COUNTY-  MN/RAMSEY
 PP1137  USGS QUAD   -  ST PAUL EAST (1993)
 PP1137
 PP1137                         *CURRENT SURVEY CONTROL
 PP1137  ___________________________________________________________________
 PP1137* NAD 83(1986)-  44 57 04.     (N)    093 00 52.     (W)     SCALED    
 PP1137* NAVD 88     -       295.731  (meters)     970.24   (feet)  ADJUSTED  
 PP1137  ___________________________________________________________________
 PP1137  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 PP1137  DYNAMIC HT  -         295.724 (meters)     970.22  (feet)  COMP
 PP1137  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 PP1137
 PP1137  VERT ORDER  -  SECOND    CLASS 0
 PP1137
 PP1137.The horizontal coordinates were scaled from a topographic map and have
 PP1137.an estimated accuracy of +/- 6 seconds.
 PP1137
 PP1137.The orthometric height was determined by differential leveling
 PP1137.and adjusted by the National Geodetic Survey in June 1991..
 PP1137
 PP1137.Photographs are available for this station.
 PP1137
 PP1137.The geoid height was determined by GEOID03.
 PP1137
 PP1137.The dynamic height is computed by dividing the NAVD 88
 PP1137.geopotential number by the normal gravity value computed on the
 PP1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1137.degrees latitude (g = 980.6199 gals.).
 PP1137
 PP1137.The modeled gravity was interpolated from observed gravity values.
 PP1137
 PP1137;                    North         East    Units  Estimated Accuracy
 PP1137;SPC MN S     -   317,260.      877,770.      MT  (+/- 180 meters Scaled)
 PP1137
 PP1137                          SUPERSEDED SURVEY CONTROL
 PP1137
 PP1137  NGVD 29 (??/??/92)  295.681  (m)          970.08   (f) ADJ UNCH    2 0
 PP1137
 PP1137.Superseded values are not recommended for survey control.
 PP1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1137.See file dsdata.txt to determine how the superseded data were derived.
 PP1137
 PP1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK988775(NAD 83)
 PP1137_MARKER: DV = VERTICAL CONTROL DISK
 PP1137_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1137_SP_SET: BRIDGE ABUTMENT
 PP1137_STAMPING: 6283 L 1970
 PP1137_MARK LOGO: MNDT  
 PP1137_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1137+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 PP1137
 PP1137  HISTORY     - Date     Condition        Report By
 PP1137  HISTORY     - 1970     MONUMENTED       MNDT
 PP1137  HISTORY     - 1976     GOOD             MNDT
 PP1137  HISTORY     - 1985     GOOD             USPSQD
 PP1137  HISTORY     - 19900228 GOOD             MNDT
 PP1137  HISTORY     - 20031023 GOOD             USPSQD
 PP1137  HISTORY     - 20040918 GOOD             USPSQD
 PP1137  HISTORY     - 20051113 GOOD             USPSQD
 PP1137
 PP1137                          STATION DESCRIPTION
 PP1137
 PP1137'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP1137'IN ST PAUL.
 PP1137'IT IS LOCATED 1.5 MILES WEST ALONG INTERSTATE (FAI) 94 FROM THE
 PP1137'JUNCTION OF FAI 94 AND TRUNK HIGHWAY 120 (CENTURY AVENUE) AND IS AT
 PP1137'FAI 94 MILEPOINT 246.21.  IT IS 34.6 FEET EAST OF AND 0.5 FOOT HIGHER
 PP1137'THAN RUTH STREET AND IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF
 PP1137'BRIDGE NUMBER 9147 (RUTH STREET OVER FAI 94).  SE 1/4, SEC 35, T 29N,
 PP1137'R 22W.
 PP1137
 PP1137                          STATION RECOVERY (1985)
 PP1137
 PP1137'RECOVERY NOTE BY US POWER SQUADRON 1985 (CAF)
 PP1137'RECOVERED IN GOOD CONDITION.
 PP1137
 PP1137                          STATION RECOVERY (1990)
 PP1137
 PP1137'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO)
 PP1137'RECOVERED AS DESCRIBED.
 PP1137
 PP1137                          STATION RECOVERY (2003)
 PP1137
 PP1137'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 PP1137'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD AND ATD
 PP1137
 PP1137                          STATION RECOVERY (2004)
 PP1137
 PP1137'RECOVERY NOTE BY US POWER SQUADRON 2004 (AM)
 PP1137'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS AM.
 PP1137
 PP1137                          STATION RECOVERY (2005)
 PP1137
 PP1137'RECOVERY NOTE BY US POWER SQUADRON 2005 (SJT)
 PP1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1139 ***********************************************************************
 PP1139  DESIGNATION -  6283 M
 PP1139  PID         -  PP1139
 PP1139  STATE/COUNTY-  MN/RAMSEY
 PP1139  USGS QUAD   -  ST PAUL EAST (1993)
 PP1139
 PP1139                         *CURRENT SURVEY CONTROL
 PP1139  ___________________________________________________________________
 PP1139* NAD 83(1986)-  44 57 00.     (N)    093 00 19.     (W)     SCALED    
 PP1139* NAVD 88     -       300.284  (meters)     985.18   (feet)  ADJUSTED  
 PP1139  ___________________________________________________________________
 PP1139  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 PP1139  DYNAMIC HT  -         300.277 (meters)     985.16  (feet)  COMP
 PP1139  MODELED GRAV-     980,584.3   (mgal)                       NAVD 88
 PP1139
 PP1139  VERT ORDER  -  SECOND    CLASS I
 PP1139
 PP1139.The horizontal coordinates were scaled from a topographic map and have
 PP1139.an estimated accuracy of +/- 6 seconds.
 PP1139
 PP1139.The orthometric height was determined by differential leveling
 PP1139.and adjusted by the National Geodetic Survey in June 2000..
 PP1139
 PP1139.The geoid height was determined by GEOID03.
 PP1139
 PP1139.The dynamic height is computed by dividing the NAVD 88
 PP1139.geopotential number by the normal gravity value computed on the
 PP1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1139.degrees latitude (g = 980.6199 gals.).
 PP1139
 PP1139.The modeled gravity was interpolated from observed gravity values.
 PP1139
 PP1139;                    North         East    Units  Estimated Accuracy
 PP1139;SPC MN S     -   317,150.      878,490.      MT  (+/- 180 meters Scaled)
 PP1139
 PP1139                          SUPERSEDED SURVEY CONTROL
 PP1139
 PP1139  NAVD 88 (06/15/91)  300.286  (m)          985.19   (f) UNKNOWN     2 0
 PP1139  NGVD 29 (??/??/92)  300.236  (m)          985.02   (f) ADJ UNCH    2 0
 PP1139
 PP1139.Superseded values are not recommended for survey control.
 PP1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1139.See file dsdata.txt to determine how the superseded data were derived.
 PP1139
 PP1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK995773(NAD 83)
 PP1139_MARKER: DB = BENCH MARK DISK
 PP1139_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1139_SP_SET: BRIDGE ABUTMENT
 PP1139_STAMPING: 6283 M 1966
 PP1139_MARK LOGO: MNDT  
 PP1139_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1139+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 PP1139
 PP1139  HISTORY     - Date     Condition        Report By
 PP1139  HISTORY     - 1966     MONUMENTED       MNDT
 PP1139  HISTORY     - 1976     GOOD             MNDT
 PP1139  HISTORY     - 19900228 GOOD             MNDT
 PP1139  HISTORY     - 20030820 GOOD             MNDT
 PP1139  HISTORY     - 20040918 GOOD             USPSQD
 PP1139  HISTORY     - 20040923 GOOD             USPSQD
 PP1139  HISTORY     - 20051114 GOOD             USPSQD
 PP1139
 PP1139                          STATION DESCRIPTION
 PP1139
 PP1139'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP1139'IN MAPLEWOOD.
 PP1139'IT IS LOCATED 1.0 MILE WEST ALONG INTERSTATE (FAI) 94 FROM THE
 PP1139'JUNCTION OF FAI 94 AND TRUNK HIGHWAY 120 (CENTURY AVENUE) AND IS AT
 PP1139'FAI 94 MILEPOINT 247.76.  IT IS 28.6 FEET SOUTH OF AND ABOUT 0.5 FOOT
 PP1139'HIGHER THAN THE EAST BOUND LANE OF FAI 94.  IT IS SET IN THE SOUTHEAST
 PP1139'CORNER (ABUTMENT) OF BRIDGE NUMBER 9146 (EAST-BOUND FAI 94 OVER
 PP1139'MCKNIGHT ROAD).  MCKNIGHT ROAD IS THE BOUNDARY LINE BETWEEN ST. PAUL
 PP1139'AND MAPLEWOOD.  SE 1/4, SEC 36, T29N, R 22W.
 PP1139
 PP1139                          STATION RECOVERY (1990)
 PP1139
 PP1139'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO)
 PP1139'RECOVERED AS DESCRIBED.
 PP1139
 PP1139                          STATION RECOVERY (2003)
 PP1139
 PP1139'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 PP1139'IN ST PAUL, IN SOUTHEAST ABUTMENT OF EASTBOUND INTERSTATE HIGHWAY 94
 PP1139'BRIDGE 9146 OVER MCKNIGHT AVE, AT INTERSTATE HIGHWAY 94 MILEPOINT
 PP1139'247.76, 28.6 FEET SOUTH OF EASTBOUND INTERSTATE HIGHWAY 94
 PP1139
 PP1139                          STATION RECOVERY (2004)
 PP1139
 PP1139'RECOVERY NOTE BY US POWER SQUADRON 2004 (AM)
 PP1139'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS AM
 PP1139
 PP1139                          STATION RECOVERY (2004)
 PP1139
 PP1139'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1139'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 PP1139
 PP1139                          STATION RECOVERY (2005)
 PP1139
 PP1139'RECOVERY NOTE BY US POWER SQUADRON 2005 (RMS)
 PP1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1138 ***********************************************************************
 PP1138  DESIGNATION -  6283 N
 PP1138  PID         -  PP1138
 PP1138  STATE/COUNTY-  MN/RAMSEY
 PP1138  USGS QUAD   -  ST PAUL EAST (1993)
 PP1138
 PP1138                         *CURRENT SURVEY CONTROL
 PP1138  ___________________________________________________________________
 PP1138* NAD 83(1986)-  44 57 00.     (N)    093 00 19.     (W)     SCALED    
 PP1138* NAVD 88     -       300.699  (meters)     986.54   (feet)  ADJUSTED  
 PP1138  ___________________________________________________________________
 PP1138  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 PP1138  DYNAMIC HT  -         300.692 (meters)     986.52  (feet)  COMP
 PP1138  MODELED GRAV-     980,584.3   (mgal)                       NAVD 88
 PP1138
 PP1138  VERT ORDER  -  SECOND    CLASS 0
 PP1138
 PP1138.The horizontal coordinates were scaled from a topographic map and have
 PP1138.an estimated accuracy of +/- 6 seconds.
 PP1138
 PP1138.The orthometric height was determined by differential leveling
 PP1138.and adjusted by the National Geodetic Survey in June 1991..
 PP1138
 PP1138.Photographs are available for this station.
 PP1138
 PP1138.The geoid height was determined by GEOID03.
 PP1138
 PP1138.The dynamic height is computed by dividing the NAVD 88
 PP1138.geopotential number by the normal gravity value computed on the
 PP1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1138.degrees latitude (g = 980.6199 gals.).
 PP1138
 PP1138.The modeled gravity was interpolated from observed gravity values.
 PP1138
 PP1138;                    North         East    Units  Estimated Accuracy
 PP1138;SPC MN S     -   317,150.      878,490.      MT  (+/- 180 meters Scaled)
 PP1138
 PP1138                          SUPERSEDED SURVEY CONTROL
 PP1138
 PP1138  NGVD 29 (??/??/92)  300.648  (m)          986.38   (f) ADJ UNCH    2 0
 PP1138
 PP1138.Superseded values are not recommended for survey control.
 PP1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1138.See file dsdata.txt to determine how the superseded data were derived.
 PP1138
 PP1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK995773(NAD 83)
 PP1138_MARKER: DD = SURVEY DISK
 PP1138_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1138_SP_SET: BRIDGE ABUTMENT
 PP1138_STAMPING: 6283 N 1966
 PP1138_MARK LOGO: MNDT  
 PP1138_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1138+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 PP1138
 PP1138  HISTORY     - Date     Condition        Report By
 PP1138  HISTORY     - 1966     MONUMENTED       MNDT
 PP1138  HISTORY     - 1970     GOOD             MNDT
 PP1138  HISTORY     - 19900228 GOOD             MNDT
 PP1138  HISTORY     - 20040923 GOOD             USPSQD
 PP1138  HISTORY     - 20051114 GOOD             USPSQD
 PP1138
 PP1138                          STATION DESCRIPTION
 PP1138
 PP1138'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1138'IN MAPLEWOOD.
 PP1138'IT IS LOCATED 1.0 MILE WEST ALONG INTERSTATE (FAI) 94 FROM THE
 PP1138'JUNCTION OF FAI 94 AND TRUNK HIGHWAY 120 (CENTURY AVENUE).  IT IS AT
 PP1138'FAI 94 MILEPOINT 247.76.  IT IS 18.8 FEET SOUTH OF AND ABOUT 0.5 FOOT
 PP1138'ABOVE THE LEVEL OF THE CENTERLINE OF WEST-BOUND FAI 94.  IT IS SET IN
 PP1138'THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 9145 (WEST-BOUND FIA
 PP1138'35 OVER MCKNIGHT ROAD).  MCKNIGHT ROAD IS THE BOUNDARY LINE BETWEEN
 PP1138'ST. PAUL AND MAPLEWOOD.  SW 1/4, SEC 326, T 29N, R 22W.
 PP1138
 PP1138                          STATION RECOVERY (1990)
 PP1138
 PP1138'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO)
 PP1138'RECOVERED AS DESCRIBED.
 PP1138
 PP1138                          STATION RECOVERY (2004)
 PP1138
 PP1138'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1138'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 PP1138
 PP1138                          STATION RECOVERY (2005)
 PP1138
 PP1138'RECOVERY NOTE BY US POWER SQUADRON 2005 (JPW)
 PP1138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0689 ***********************************************************************
 PP0689  DESIGNATION -  6283 P
 PP0689  PID         -  PP0689
 PP0689  STATE/COUNTY-  MN/RAMSEY
 PP0689  USGS QUAD   -  LAKE ELMO (1993)
 PP0689
 PP0689                         *CURRENT SURVEY CONTROL
 PP0689  ___________________________________________________________________
 PP0689* NAD 83(1986)-  44 56 54.     (N)    092 59 08.     (W)     SCALED    
 PP0689* NAVD 88     -       302.205  (meters)     991.48   (feet)  ADJUSTED  
 PP0689  ___________________________________________________________________
 PP0689  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 PP0689  DYNAMIC HT  -         302.197 (meters)     991.46  (feet)  COMP
 PP0689  MODELED GRAV-     980,581.6   (mgal)                       NAVD 88
 PP0689
 PP0689  VERT ORDER  -  SECOND    CLASS I
 PP0689
 PP0689.The horizontal coordinates were scaled from a topographic map and have
 PP0689.an estimated accuracy of +/- 6 seconds.
 PP0689
 PP0689.The orthometric height was determined by differential leveling
 PP0689.and adjusted by the National Geodetic Survey in June 2000..
 PP0689
 PP0689.The geoid height was determined by GEOID03.
 PP0689
 PP0689.The dynamic height is computed by dividing the NAVD 88
 PP0689.geopotential number by the normal gravity value computed on the
 PP0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0689.degrees latitude (g = 980.6199 gals.).
 PP0689
 PP0689.The modeled gravity was interpolated from observed gravity values.
 PP0689
 PP0689;                    North         East    Units  Estimated Accuracy
 PP0689;SPC MN S     -   316,980.      880,050.      MT  (+/- 180 meters Scaled)
 PP0689
 PP0689                          SUPERSEDED SURVEY CONTROL
 PP0689
 PP0689  NAVD 88 (06/15/91)  302.186  (m)          991.42   (f) UNKNOWN     2 0
 PP0689  NGVD 29 (??/??/92)  302.134  (m)          991.25   (f) ADJ UNCH    2 0
 PP0689
 PP0689.Superseded values are not recommended for survey control.
 PP0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0689.See file dsdata.txt to determine how the superseded data were derived.
 PP0689
 PP0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK011772(NAD 83)
 PP0689_MARKER: DD = SURVEY DISK
 PP0689_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0689_SP_SET: BRIDGE ABUTMENT
 PP0689_STAMPING: 6283 P 1966
 PP0689_MARK LOGO: MNDT  
 PP0689_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0689+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0689
 PP0689  HISTORY     - Date     Condition        Report By
 PP0689  HISTORY     - 1966     MONUMENTED       MNDT
 PP0689  HISTORY     - 19900227 GOOD             MNDT
 PP0689  HISTORY     - 20040918 GOOD             USPSQD
 PP0689
 PP0689                          STATION DESCRIPTION
 PP0689
 PP0689'DESCRIBED BY MN DEPT OF TRANSP 1966
 PP0689'6.5 MI E FROM ST PAUL.
 PP0689'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED, 6283 P
 PP0689'1966, SET IN SOUTHEAST CORNER OF BRIDGE (9144) EASTBOUND F.A.I. 94
 PP0689'OVER T.H. 120 (OLD T.H. 100).  MARK IS LOCATED IN THE SE 1/4, SECTION
 PP0689'36, T29N, R22W.  ABOUT 6.5 MILES EAST OF THE STATE CAPITOL AT RAMSEY -
 PP0689'WASHINGTON COUNTY LINE.
 PP0689
 PP0689                          STATION RECOVERY (1990)
 PP0689
 PP0689'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO)
 PP0689'RECOVERED AS DESCRIBED.
 PP0689
 PP0689                          STATION RECOVERY (2004)
 PP0689
 PP0689'RECOVERY NOTE BY US POWER SQUADRON 2004 (AM)
 PP0689'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS AM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0688 ***********************************************************************
 PP0688  DESIGNATION -  6283 Q
 PP0688  PID         -  PP0688
 PP0688  STATE/COUNTY-  MN/RAMSEY
 PP0688  USGS QUAD   -  LAKE ELMO (1993)
 PP0688
 PP0688                         *CURRENT SURVEY CONTROL
 PP0688  ___________________________________________________________________
 PP0688* NAD 83(1986)-  44 56 55.     (N)    092 59 08.     (W)     SCALED    
 PP0688* NAVD 88     -       302.010  (meters)     990.84   (feet)  ADJUSTED  
 PP0688  ___________________________________________________________________
 PP0688  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 PP0688  DYNAMIC HT  -         302.002 (meters)     990.82  (feet)  COMP
 PP0688  MODELED GRAV-     980,581.6   (mgal)                       NAVD 88
 PP0688
 PP0688  VERT ORDER  -  SECOND    CLASS I
 PP0688
 PP0688.The horizontal coordinates were scaled from a topographic map and have
 PP0688.an estimated accuracy of +/- 6 seconds.
 PP0688
 PP0688.The orthometric height was determined by differential leveling
 PP0688.and adjusted by the National Geodetic Survey in June 2000..
 PP0688
 PP0688.The geoid height was determined by GEOID03.
 PP0688
 PP0688.The dynamic height is computed by dividing the NAVD 88
 PP0688.geopotential number by the normal gravity value computed on the
 PP0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0688.degrees latitude (g = 980.6199 gals.).
 PP0688
 PP0688.The modeled gravity was interpolated from observed gravity values.
 PP0688
 PP0688;                    North         East    Units  Estimated Accuracy
 PP0688;SPC MN S     -   317,010.      880,050.      MT  (+/- 180 meters Scaled)
 PP0688
 PP0688                          SUPERSEDED SURVEY CONTROL
 PP0688
 PP0688  NAVD 88 (06/15/91)  301.984  (m)          990.76   (f) UNKNOWN     2 0
 PP0688  NGVD 29 (??/??/92)  301.933  (m)          990.59   (f) ADJ UNCH    2 0
 PP0688
 PP0688.Superseded values are not recommended for survey control.
 PP0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0688.See file dsdata.txt to determine how the superseded data were derived.
 PP0688
 PP0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK011772(NAD 83)
 PP0688_MARKER: DB = BENCH MARK DISK
 PP0688_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0688_SP_SET: BRIDGE ABUTMENT
 PP0688_STAMPING: 6283 Q 1966
 PP0688_MARK LOGO: MNDT  
 PP0688_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0688+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 PP0688
 PP0688  HISTORY     - Date     Condition        Report By
 PP0688  HISTORY     - 1966     MONUMENTED       MNDT
 PP0688  HISTORY     - 1968     GOOD             MNDT
 PP0688  HISTORY     - 19900227 GOOD             MNDT
 PP0688  HISTORY     - 20030820 GOOD             MNDT
 PP0688  HISTORY     - 20040923 GOOD             USPSQD
 PP0688
 PP0688                          STATION DESCRIPTION
 PP0688
 PP0688'DESCRIBED BY MN DEPT OF TRANSP 1968
 PP0688'6.5 MI E FROM ST PAUL.
 PP0688'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 6283 Q
 PP0688'1966, SET IN THE SOUTHEAST CORNER OF BRIDGE ABUTEMENT (NO. 9143)
 PP0688'WESTBOUND F.A.I. 94 OVER T.H. 120 (OLD T.H. 100).  MARK IS LOCATED IN
 PP0688'THE SE 1/4, SECTION 36, T29N, R22W.  ABOUT 6.5 MILES EAST OF THE STATE
 PP0688'CAPITOL AT RAMSEY-WASHINGTON COUNTY LINE.
 PP0688
 PP0688                          STATION RECOVERY (1990)
 PP0688
 PP0688'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO)
 PP0688'RECOVERED AS DESCRIBED.
 PP0688
 PP0688                          STATION RECOVERY (2003)
 PP0688
 PP0688'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 PP0688'AT MAPLEWOOD, 6.5 MILES EAST OF STATE CAPITAL, AT RAMSEY-WASHINGTON
 PP0688'COUNTY LINE, IN SOUTHEAST CORNER OF WB INTERSTATE HIGHWAY 94 BRIDGE
 PP0688'9143 OVER TRUNK HIGHWAY 120 (CENTURY AVE)
 PP0688
 PP0688                          STATION RECOVERY (2004)
 PP0688
 PP0688'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP0688'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1131 ***********************************************************************
 PP1131  DESIGNATION -  6283 R
 PP1131  PID         -  PP1131
 PP1131  STATE/COUNTY-  MN/RAMSEY
 PP1131  USGS QUAD   -  ST PAUL EAST (1993)
 PP1131
 PP1131                         *CURRENT SURVEY CONTROL
 PP1131  ___________________________________________________________________
 PP1131* NAD 83(1986)-  44 57 07.     (N)    093 03 29.     (W)     SCALED    
 PP1131* NAVD 88     -       271.602  (meters)     891.08   (feet)  ADJUSTED  
 PP1131  ___________________________________________________________________
 PP1131  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 PP1131  DYNAMIC HT  -         271.597 (meters)     891.06  (feet)  COMP
 PP1131  MODELED GRAV-     980,589.5   (mgal)                       NAVD 88
 PP1131
 PP1131  VERT ORDER  -  SECOND    CLASS I
 PP1131
 PP1131.The horizontal coordinates were scaled from a topographic map and have
 PP1131.an estimated accuracy of +/- 6 seconds.
 PP1131
 PP1131.The orthometric height was determined by differential leveling
 PP1131.and adjusted by the National Geodetic Survey in June 1991..
 PP1131
 PP1131.Photographs are available for this station.
 PP1131
 PP1131.The geoid height was determined by GEOID03.
 PP1131
 PP1131.The dynamic height is computed by dividing the NAVD 88
 PP1131.geopotential number by the normal gravity value computed on the
 PP1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1131.degrees latitude (g = 980.6199 gals.).
 PP1131
 PP1131.The modeled gravity was interpolated from observed gravity values.
 PP1131
 PP1131;                    North         East    Units  Estimated Accuracy
 PP1131;SPC MN S     -   317,320.      874,330.      MT  (+/- 180 meters Scaled)
 PP1131
 PP1131                          SUPERSEDED SURVEY CONTROL
 PP1131
 PP1131.No superseded survey control is available for this station.
 PP1131
 PP1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK954776(NAD 83)
 PP1131_MARKER: DD = SURVEY DISK
 PP1131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1131_SP_SET: ABUTMENT
 PP1131_STAMPING: 6283 R 1976
 PP1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1131+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP1131
 PP1131  HISTORY     - Date     Condition        Report By
 PP1131  HISTORY     - 1976     MONUMENTED       MNDT
 PP1131  HISTORY     - 20031022 GOOD             USPSQD
 PP1131  HISTORY     - 20041215 GOOD             USPSQD
 PP1131
 PP1131                          STATION DESCRIPTION
 PP1131
 PP1131'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP1131'IN ST PAUL.
 PP1131'THE MARK IS LOCATED ABOUT 1 MILE WEST ALONG INTERSTATE (FAI) 94 FROM
 PP1131'THE JUNCTION OF FAI 94 (EAST AND WEST) AND TRUNK HIGHWAYS 10 AND 61
 PP1131'SOUTH AND IS AT MILEPOINT 243.85.  IT IS AT FAI 94 AND MOUND AND
 PP1131'PACIFIC STREETS.  IT IS SET IN THE NORTHEAST END OF THE ABUTMENT AT
 PP1131'THE SOUTH END OF BRIDGE NUMBER 62868 (PEDESTRIAN BRIDGE OVER FAI 94).
 PP1131'IT IS 1.4 FEET NORTH OF THE END FENCE POST ON THE EAST SIDE OF THE
 PP1131'BRIDGE AND ABOUT 0.3 FOOT LOWER THAN THE WALKWAY.  SW 1/4 SECTION 33,
 PP1131'T 29N, R 22W.
 PP1131
 PP1131                          STATION RECOVERY (2003)
 PP1131
 PP1131'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 PP1131'RECOVERED IN GOOD SHAPE AND AS DESCRIBED. JRD
 PP1131
 PP1131                          STATION RECOVERY (2004)
 PP1131
 PP1131'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1131'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1132 ***********************************************************************
 PP1132  DESIGNATION -  6283 S
 PP1132  PID         -  PP1132
 PP1132  STATE/COUNTY-  MN/RAMSEY
 PP1132  USGS QUAD   -  ST PAUL EAST (1993)
 PP1132
 PP1132                         *CURRENT SURVEY CONTROL
 PP1132  ___________________________________________________________________
 PP1132* NAD 83(1986)-  44 57 08.     (N)    093 03 20.     (W)     SCALED    
 PP1132* NAVD 88     -       268.946  (meters)     882.37   (feet)  ADJUSTED  
 PP1132  ___________________________________________________________________
 PP1132  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 PP1132  DYNAMIC HT  -         268.941 (meters)     882.35  (feet)  COMP
 PP1132  MODELED GRAV-     980,589.3   (mgal)                       NAVD 88
 PP1132
 PP1132  VERT ORDER  -  SECOND    CLASS I
 PP1132
 PP1132.The horizontal coordinates were scaled from a topographic map and have
 PP1132.an estimated accuracy of +/- 6 seconds.
 PP1132
 PP1132.The orthometric height was determined by differential leveling
 PP1132.and adjusted by the National Geodetic Survey in June 1991..
 PP1132
 PP1132.Photographs are available for this station.
 PP1132
 PP1132.The geoid height was determined by GEOID03.
 PP1132
 PP1132.The dynamic height is computed by dividing the NAVD 88
 PP1132.geopotential number by the normal gravity value computed on the
 PP1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1132.degrees latitude (g = 980.6199 gals.).
 PP1132
 PP1132.The modeled gravity was interpolated from observed gravity values.
 PP1132
 PP1132;                    North         East    Units  Estimated Accuracy
 PP1132;SPC MN S     -   317,350.      874,520.      MT  (+/- 180 meters Scaled)
 PP1132
 PP1132                          SUPERSEDED SURVEY CONTROL
 PP1132
 PP1132.No superseded survey control is available for this station.
 PP1132
 PP1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK956776(NAD 83)
 PP1132_MARKER: DD = SURVEY DISK
 PP1132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1132_SP_SET: BRIDGE RAIL
 PP1132_STAMPING: 6283 S 1976
 PP1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1132+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP1132
 PP1132  HISTORY     - Date     Condition        Report By
 PP1132  HISTORY     - 1976     MONUMENTED       MNDT
 PP1132  HISTORY     - 20031022 GOOD             USPSQD
 PP1132  HISTORY     - 20041215 GOOD             USPSQD
 PP1132
 PP1132                          STATION DESCRIPTION
 PP1132
 PP1132'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP1132'IN ST PAUL.
 PP1132'THE MARK IS LOCATED ABOUT 0.5 MILE WEST ALONG INTERSTATE (FAI) 94 FROM
 PP1132'THE JUNCTION OF FAI 94 (EAST AND WEST) AND TRUNK HIGHWAYS 10 AND 61
 PP1132'(SOUTH).  IT IS AT THE INTERSECTION OF FAI 94 AND EARL STREET (FAI 94
 PP1132'MILEPOINT 244.31).  IT IS 35.4 FEET EAST OF AND ABOUT 3 FEET HIGHER
 PP1132'THAN THE CENTER OF EARL STREET, 30.3 FEET NORTH OF PACIFIC STREET AND
 PP1132'0.6 FOOT NORTH OF THE SOUTH END OF CONCRETE BRIDGE RAIL. IT IS SET IN
 PP1132'THE TOP OF THE CONCRETE BRIDGE RAIL OF BRIDGE NUMBER 62861 (EARL
 PP1132'STREET OVER FAI 94).  SE 1/4 SECTION 33, T 29N, R 22W.
 PP1132
 PP1132                          STATION RECOVERY (2003)
 PP1132
 PP1132'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 PP1132'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
 PP1132
 PP1132                          STATION RECOVERY (2004)
 PP1132
 PP1132'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1132'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1126 ***********************************************************************
 PP1126  DESIGNATION -  6283 T
 PP1126  PID         -  PP1126
 PP1126  STATE/COUNTY-  MN/RAMSEY
 PP1126  USGS QUAD   -  ST PAUL EAST (1993)
 PP1126
 PP1126                         *CURRENT SURVEY CONTROL
 PP1126  ___________________________________________________________________
 PP1126* NAD 83(1986)-  44 57 08.     (N)    093 02 51.     (W)     SCALED    
 PP1126* NAVD 88     -       264.017  (meters)     866.20   (feet)  ADJUSTED  
 PP1126  ___________________________________________________________________
 PP1126  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 PP1126  DYNAMIC HT  -         264.011 (meters)     866.18  (feet)  COMP
 PP1126  MODELED GRAV-     980,588.8   (mgal)                       NAVD 88
 PP1126
 PP1126  VERT ORDER  -  SECOND    CLASS I
 PP1126
 PP1126.The horizontal coordinates were scaled from a topographic map and have
 PP1126.an estimated accuracy of +/- 6 seconds.
 PP1126
 PP1126.The orthometric height was determined by differential leveling
 PP1126.and adjusted by the National Geodetic Survey in June 1991..
 PP1126
 PP1126.Photographs are available for this station.
 PP1126
 PP1126.The geoid height was determined by GEOID03.
 PP1126
 PP1126.The dynamic height is computed by dividing the NAVD 88
 PP1126.geopotential number by the normal gravity value computed on the
 PP1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1126.degrees latitude (g = 980.6199 gals.).
 PP1126
 PP1126.The modeled gravity was interpolated from observed gravity values.
 PP1126
 PP1126;                    North         East    Units  Estimated Accuracy
 PP1126;SPC MN S     -   317,360.      875,160.      MT  (+/- 180 meters Scaled)
 PP1126
 PP1126                          SUPERSEDED SURVEY CONTROL
 PP1126
 PP1126.No superseded survey control is available for this station.
 PP1126
 PP1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK962776(NAD 83)
 PP1126_MARKER: DD = SURVEY DISK
 PP1126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1126_SP_SET: BRIDGE
 PP1126_STAMPING: 6283 T 1976
 PP1126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1126+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP1126
 PP1126  HISTORY     - Date     Condition        Report By
 PP1126  HISTORY     - 1976     MONUMENTED       MNDT
 PP1126  HISTORY     - 20031022 GOOD             USPSQD
 PP1126  HISTORY     - 20041215 GOOD             USPSQD
 PP1126
 PP1126                          STATION DESCRIPTION
 PP1126
 PP1126'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP1126'IN ST PAUL.
 PP1126'THE MARK IS LOCATED AT INTERSTATE (FAI) 94 AND JOHNSON PARKWAY AT FAI
 PP1126'94 MILEPOINT 244.64.  IT IS SET IN THE TOP OF THE CONCRETE BRIDGE RAIL
 PP1126'IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 62862 (FAI 94 OVER JOHNSON
 PP1126'PARKWAY).  IT IS ABOUT 3 FEET ABOVE THE LEVEL OF FAI 94.  SE 1/4
 PP1126'SECTION 33, T 28N, R22W.
 PP1126
 PP1126                          STATION RECOVERY (2003)
 PP1126
 PP1126'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 PP1126'RECOVERED IN GOOD CONDITION AND AS DESCRIBED. JRD
 PP1126
 PP1126                          STATION RECOVERY (2004)
 PP1126
 PP1126'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1126'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1133 ***********************************************************************
 PP1133  DESIGNATION -  6283 U
 PP1133  PID         -  PP1133
 PP1133  STATE/COUNTY-  MN/RAMSEY
 PP1133  USGS QUAD   -  ST PAUL EAST (1993)
 PP1133
 PP1133                         *CURRENT SURVEY CONTROL
 PP1133  ___________________________________________________________________
 PP1133* NAD 83(1986)-  44 57 07.     (N)    093 02 26.     (W)     SCALED    
 PP1133* NAVD 88     -       257.366  (meters)     844.38   (feet)  ADJUSTED  
 PP1133  ___________________________________________________________________
 PP1133  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 PP1133  DYNAMIC HT  -         257.360 (meters)     844.36  (feet)  COMP
 PP1133  MODELED GRAV-     980,588.3   (mgal)                       NAVD 88
 PP1133
 PP1133  VERT ORDER  -  SECOND    CLASS I
 PP1133
 PP1133.The horizontal coordinates were scaled from a topographic map and have
 PP1133.an estimated accuracy of +/- 6 seconds.
 PP1133
 PP1133.The orthometric height was determined by differential leveling
 PP1133.and adjusted by the National Geodetic Survey in June 1991..
 PP1133
 PP1133.Photographs are available for this station.
 PP1133
 PP1133.The geoid height was determined by GEOID03.
 PP1133
 PP1133.The dynamic height is computed by dividing the NAVD 88
 PP1133.geopotential number by the normal gravity value computed on the
 PP1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1133.degrees latitude (g = 980.6199 gals.).
 PP1133
 PP1133.The modeled gravity was interpolated from observed gravity values.
 PP1133
 PP1133;                    North         East    Units  Estimated Accuracy
 PP1133;SPC MN S     -   317,330.      875,710.      MT  (+/- 180 meters Scaled)
 PP1133
 PP1133                          SUPERSEDED SURVEY CONTROL
 PP1133
 PP1133.No superseded survey control is available for this station.
 PP1133
 PP1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK968776(NAD 83)
 PP1133_MARKER: DD = SURVEY DISK
 PP1133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1133_SP_SET: BRIDGE
 PP1133_STAMPING: 6283 U 1976
 PP1133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1133+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2004
 PP1133
 PP1133  HISTORY     - Date     Condition        Report By
 PP1133  HISTORY     - 1976     MONUMENTED       MNDT
 PP1133  HISTORY     - 20031022 GOOD             USPSQD
 PP1133  HISTORY     - 20041215 GOOD             USPSQD
 PP1133
 PP1133                          STATION DESCRIPTION
 PP1133
 PP1133'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP1133'IN ST PAUL.
 PP1133'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE (FAI) 94 (EAST AND
 PP1133'WEST) AND TRUNK HIGHWAYS 10 AND 61 (SOUTH) AT FAI 94 MILEPOINT 244.80.
 PP1133'IT IS 18.0 FEET SOUTH OF AND ABOUT 4 FEET HIGHER THAN THE CENTERLINE
 PP1133'OF INTERSTATE 94 AND 7.3 FEET EAST OF AN EXPANSION JOINT. IT IS SET
 PP1133'TOP END OF THE CONCRETE BRIDGE RAIL IN THE SOUTHEAST CORNER OF BRIDGE
 PP1133'NUMBER 62870 (NORTHBOUND RAMP OF TRUNK HIGHWAYS 10 AND 61 LEADING TO
 PP1133'WESTBOUND FAI 94 UNDER WESTBOUND FAI 94E.  SW 1/4 SECTION 34, T 29N, R
 PP1133'22W.
 PP1133
 PP1133                          STATION RECOVERY (2003)
 PP1133
 PP1133'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 PP1133'RECOVERED IN GOOD CONDITION AND AS DESCRIBED. JRD
 PP1133
 PP1133                          STATION RECOVERY (2004)
 PP1133
 PP1133'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1133'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1134 ***********************************************************************
 PP1134  DESIGNATION -  6283 V
 PP1134  PID         -  PP1134
 PP1134  STATE/COUNTY-  MN/RAMSEY
 PP1134  USGS QUAD   -  ST PAUL EAST (1993)
 PP1134
 PP1134                         *CURRENT SURVEY CONTROL
 PP1134  ___________________________________________________________________
 PP1134* NAD 83(1986)-  44 57 10.     (N)    093 02 39.     (W)     SCALED    
 PP1134* NAVD 88     -       263.228  (meters)     863.61   (feet)  ADJUSTED  
 PP1134  ___________________________________________________________________
 PP1134  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 PP1134  DYNAMIC HT  -         263.222 (meters)     863.59  (feet)  COMP
 PP1134  MODELED GRAV-     980,588.5   (mgal)                       NAVD 88
 PP1134
 PP1134  VERT ORDER  -  SECOND    CLASS I
 PP1134
 PP1134.The horizontal coordinates were scaled from a topographic map and have
 PP1134.an estimated accuracy of +/- 6 seconds.
 PP1134
 PP1134.The orthometric height was determined by differential leveling
 PP1134.and adjusted by the National Geodetic Survey in June 1991..
 PP1134
 PP1134.Photographs are available for this station.
 PP1134
 PP1134.The geoid height was determined by GEOID03.
 PP1134
 PP1134.The dynamic height is computed by dividing the NAVD 88
 PP1134.geopotential number by the normal gravity value computed on the
 PP1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1134.degrees latitude (g = 980.6199 gals.).
 PP1134
 PP1134.The modeled gravity was interpolated from observed gravity values.
 PP1134
 PP1134;                    North         East    Units  Estimated Accuracy
 PP1134;SPC MN S     -   317,420.      875,420.      MT  (+/- 180 meters Scaled)
 PP1134
 PP1134                          SUPERSEDED SURVEY CONTROL
 PP1134
 PP1134.No superseded survey control is available for this station.
 PP1134
 PP1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK965777(NAD 83)
 PP1134_MARKER: DD = SURVEY DISK
 PP1134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1134_SP_SET: BRIDGE
 PP1134_STAMPING: 6283 V 1976
 PP1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1134+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2005
 PP1134
 PP1134  HISTORY     - Date     Condition        Report By
 PP1134  HISTORY     - 1976     MONUMENTED       MNDT
 PP1134  HISTORY     - 20050107 GOOD             USPSQD
 PP1134
 PP1134                          STATION DESCRIPTION
 PP1134
 PP1134'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP1134'IN ST PAUL.
 PP1134'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE (FAI) 94 (EAST AND
 PP1134'WEST) AND TRUNK HIGHWAYS 10 AND 61 (SOUTH) AT FAI 94 MILEPOINT 244.84.
 PP1134'IT IS ABOUT 61 FEET SOUTH OF THE MEDIAN BARRIER, 37.3 FEET EAST OF A
 PP1134'BRIDGE EXPANSION JOINT, AND IS ABOUT 3 FEET HIGHER THAN FAI 94. IT IS
 PP1134'SET IN THE TOP OF THE EAST END OF THE CONCRETE BRIDGE RAIL AT THE
 PP1134'SOUTHEAST CORNER OF BRIDGE NUMBER 62838 (NORTHBOUND RAMP OF TRUNK
 PP1134'HIGHWAYS 10 AND 61 LEADING TO FAI 94 WESTBOUND UNDER FAI 94
 PP1134'EASTBOUND).  SW 1/4 SECTION 34, T 29N, R 22W.
 PP1134
 PP1134                          STATION RECOVERY (2005)
 PP1134
 PP1134'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP1134'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0662 ***********************************************************************
 QO0662  DESIGNATION -  6284 C
 QO0662  PID         -  QO0662
 QO0662  STATE/COUNTY-  MN/RAMSEY
 QO0662  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0662
 QO0662                         *CURRENT SURVEY CONTROL
 QO0662  ___________________________________________________________________
 QO0662* NAD 83(1986)-  45 01 11.     (N)    093 11 18.     (W)     SCALED    
 QO0662* NAVD 88     -       289.409  (meters)     949.50   (feet)  ADJUSTED  
 QO0662  ___________________________________________________________________
 QO0662  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 QO0662  DYNAMIC HT  -         289.401 (meters)     949.48  (feet)  COMP
 QO0662  MODELED GRAV-     980,580.6   (mgal)                       NAVD 88
 QO0662
 QO0662  VERT ORDER  -  SECOND    CLASS 0
 QO0662
 QO0662.The horizontal coordinates were scaled from a topographic map and have
 QO0662.an estimated accuracy of +/- 6 seconds.
 QO0662
 QO0662.The orthometric height was determined by differential leveling
 QO0662.and adjusted by the National Geodetic Survey in June 1991..
 QO0662
 QO0662.The geoid height was determined by GEOID03.
 QO0662
 QO0662.The dynamic height is computed by dividing the NAVD 88
 QO0662.geopotential number by the normal gravity value computed on the
 QO0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0662.degrees latitude (g = 980.6199 gals.).
 QO0662
 QO0662.The modeled gravity was interpolated from observed gravity values.
 QO0662
 QO0662;                    North         East    Units  Estimated Accuracy
 QO0662;SPC MN S     -   324,740.      863,970.      MT  (+/- 180 meters Scaled)
 QO0662
 QO0662                          SUPERSEDED SURVEY CONTROL
 QO0662
 QO0662  NGVD 29 (??/??/92)  289.350  (m)          949.31   (f) ADJ UNCH    2 0
 QO0662
 QO0662.Superseded values are not recommended for survey control.
 QO0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0662.See file dsdata.txt to determine how the superseded data were derived.
 QO0662
 QO0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK851851(NAD 83)
 QO0662_MARKER: DD = SURVEY DISK
 QO0662_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0662_SP_SET: BRIDGE
 QO0662_STAMPING: 6284-C 1966
 QO0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0662
 QO0662  HISTORY     - Date     Condition        Report By
 QO0662  HISTORY     - 1966     MONUMENTED       MNDT
 QO0662  HISTORY     - 1987     GOOD             USPSQD
 QO0662
 QO0662                          STATION DESCRIPTION
 QO0662
 QO0662'DESCRIBED BY MN DEPT OF TRANSP 1966
 QO0662'IN ROSEVILLE.
 QO0662'MARK IS LOCATED ABOUT 0.7 MILES NORTH OF T.H. 36, IN THE SOUTHEAST
 QO0662'CORNER OF BRIDGE NO. 9532, FAI 35W NORTHBOUND OVER THE NORTHERN
 QO0662'PACIFIC RAILROAD.  NE 1/4 SECTION 8, T29N, R23W.
 QO0662
 QO0662                          STATION RECOVERY (1987)
 QO0662
 QO0662'RECOVERY NOTE BY US POWER SQUADRON 1987 (GQ)
 QO0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0663 ***********************************************************************
 QO0663  DESIGNATION -  6284 D
 QO0663  PID         -  QO0663
 QO0663  STATE/COUNTY-  MN/RAMSEY
 QO0663  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0663
 QO0663                         *CURRENT SURVEY CONTROL
 QO0663  ___________________________________________________________________
 QO0663* NAD 83(1996)-  45 01 13.15408(N)    093 11 20.11895(W)     ADJUSTED  
 QO0663* NAVD 88     -       287.589  (meters)     943.53   (feet)  ADJUSTED  
 QO0663  ___________________________________________________________________
 QO0663  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 QO0663  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 QO0663  DYNAMIC HT  -         287.581 (meters)     943.51  (feet)  COMP
 QO0663  MODELED GRAV-     980,580.6   (mgal)                       NAVD 88
 QO0663
 QO0663  HORZ ORDER  -  SECOND
 QO0663  VERT ORDER  -  SECOND    CLASS 0
 QO0663
 QO0663.The horizontal coordinates were established by classical geodetic methods
 QO0663.and adjusted by the National Geodetic Survey in March 1999..
 QO0663
 QO0663.The orthometric height was determined by differential leveling
 QO0663.and adjusted by the National Geodetic Survey in June 1991..
 QO0663
 QO0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0663
 QO0663.The geoid height was determined by GEOID03.
 QO0663
 QO0663.The dynamic height is computed by dividing the NAVD 88
 QO0663.geopotential number by the normal gravity value computed on the
 QO0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0663.degrees latitude (g = 980.6199 gals.).
 QO0663
 QO0663.The modeled gravity was interpolated from observed gravity values.
 QO0663
 QO0663;                    North         East     Units Scale Factor Converg.
 QO0663;SPC MN S     -   324,802.098   863,924.917   MT  0.99996302   +0 34 06.6
 QO0663;UTM  15      - 4,985,225.121   485,115.326   MT  0.99960272   -0 08 01.1
 QO0663
 QO0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0663!SPC MN S     -   0.99995917  x   0.99996302  =   0.99992219
 QO0663!UTM  15      -   0.99995917  x   0.99960272  =   0.99956191
 QO0663
 QO0663                          SUPERSEDED SURVEY CONTROL
 QO0663
 QO0663  NAD 83(1986)-  45 01 13.14763(N)    093 11 20.11406(W) AD(       ) 2
 QO0663  NAD 83(1986)-  45 01 13.14962(N)    093 11 20.11190(W) AD(       ) 2
 QO0663  NAD 27      -  45 01 13.27110(N)    093 11 19.31009(W) AD(       ) 2
 QO0663  NAVD 88 (04/09/98)  287.59   (m)          943.5    (f) LEVELING    3  
 QO0663  NGVD 29 (??/??/92)  287.530  (m)          943.34   (f) ADJ UNCH    2 0
 QO0663
 QO0663.Superseded values are not recommended for survey control.
 QO0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0663.See file dsdata.txt to determine how the superseded data were derived.
 QO0663
 QO0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8511585225(NAD 83)
 QO0663_MARKER: DD = SURVEY DISK
 QO0663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0663_SP_SET: BRIDGE
 QO0663_STAMPING: 6284-D 1966
 QO0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0663+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2005
 QO0663
 QO0663  HISTORY     - Date     Condition        Report By
 QO0663  HISTORY     - 1966     MONUMENTED       MNDT
 QO0663  HISTORY     - 1973     GOOD             MNHD
 QO0663  HISTORY     - 1987     GOOD             USPSQD
 QO0663  HISTORY     - 198810   GOOD             LOCSUR
 QO0663  HISTORY     - 20050930 GOOD             USPSQD
 QO0663
 QO0663                          STATION DESCRIPTION
 QO0663
 QO0663'DESCRIBED BY MN DEPT OF TRANSP 1966
 QO0663'IN ROSEVILLE.
 QO0663'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9354, FAI 35W
 QO0663'NORTHBOUND OVER CO. RD. C (NO. 30).  NW 1/4 SECTION 8, T29N, R23W.
 QO0663
 QO0663                          STATION RECOVERY (1973)
 QO0663
 QO0663'RECOVERY NOTE BY MN HIGHWAY DEPT 1973 (DKH)
 QO0663'THE STATION IS LOCATED ABOUT 2.0 MILES NORTHWEST OF ROSEVILLE.
 QO0663'
 QO0663'MARK, A STANDARD MHD BENCH MARK DISK STAMPED 6284D 1966 IS SET IN THE
 QO0663'SE CORNER OF BRIDGE NO. 9354 NORTHBOUND I35W OVER COUNTY ROAD C.
 QO0663'
 QO0663'NEAREST TOWN--ROSEVILLE.
 QO0663
 QO0663                          STATION RECOVERY (1987)
 QO0663
 QO0663'RECOVERY NOTE BY US POWER SQUADRON 1987 (GQ)
 QO0663'RECOVERED IN GOOD CONDITION.
 QO0663
 QO0663                          STATION RECOVERY (1988)
 QO0663
 QO0663'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (WK)
 QO0663'RECOVERED IN GOOD CONDITION.
 QO0663
 QO0663                          STATION RECOVERY (2005)
 QO0663
 QO0663'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0663'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0664 ***********************************************************************
 QO0664  DESIGNATION -  6284 E
 QO0664  PID         -  QO0664
 QO0664  STATE/COUNTY-  MN/RAMSEY
 QO0664  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0664
 QO0664                         *CURRENT SURVEY CONTROL
 QO0664  ___________________________________________________________________
 QO0664* NAD 83(1986)-  45 02 08.     (N)    093 11 24.     (W)     SCALED    
 QO0664* NAVD 88     -       281.404  (meters)     923.24   (feet)  ADJUSTED  
 QO0664  ___________________________________________________________________
 QO0664  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 QO0664  DYNAMIC HT  -         281.397 (meters)     923.22  (feet)  COMP
 QO0664  MODELED GRAV-     980,582.2   (mgal)                       NAVD 88
 QO0664
 QO0664  VERT ORDER  -  SECOND    CLASS 0
 QO0664
 QO0664.The horizontal coordinates were scaled from a topographic map and have
 QO0664.an estimated accuracy of +/- 6 seconds.
 QO0664
 QO0664.The orthometric height was determined by differential leveling
 QO0664.and adjusted by the National Geodetic Survey in June 1991..
 QO0664
 QO0664.The geoid height was determined by GEOID03.
 QO0664
 QO0664.The dynamic height is computed by dividing the NAVD 88
 QO0664.geopotential number by the normal gravity value computed on the
 QO0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0664.degrees latitude (g = 980.6199 gals.).
 QO0664
 QO0664.The modeled gravity was interpolated from observed gravity values.
 QO0664
 QO0664;                    North         East    Units  Estimated Accuracy
 QO0664;SPC MN S     -   326,490.      863,820.      MT  (+/- 180 meters Scaled)
 QO0664
 QO0664                          SUPERSEDED SURVEY CONTROL
 QO0664
 QO0664  NGVD 29 (??/??/92)  281.348  (m)          923.06   (f) ADJ UNCH    2 0
 QO0664
 QO0664.Superseded values are not recommended for survey control.
 QO0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0664.See file dsdata.txt to determine how the superseded data were derived.
 QO0664
 QO0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK850869(NAD 83)
 QO0664_MARKER: DD = SURVEY DISK
 QO0664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0664_SP_SET: BRIDGE
 QO0664_STAMPING: 6284-E 1966
 QO0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0664+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2005
 QO0664
 QO0664  HISTORY     - Date     Condition        Report By
 QO0664  HISTORY     - 1966     MONUMENTED       MNDT
 QO0664  HISTORY     - 1987     POOR             USPSQD
 QO0664  HISTORY     - 198810   GOOD             USPSQD
 QO0664  HISTORY     - 1989     GOOD             USPSQD
 QO0664  HISTORY     - 20050930 GOOD             USPSQD
 QO0664
 QO0664                          STATION DESCRIPTION
 QO0664
 QO0664'DESCRIBED BY MN DEPT OF TRANSP 1966
 QO0664'IN ROSEVILLE.
 QO0664'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9355, CO. RD. D
 QO0664'(NO. 19) OVER FAI 35W.  NE 1/4 SECTION 5, T29N, R23W.
 QO0664
 QO0664                          STATION RECOVERY (1987)
 QO0664
 QO0664'RECOVERY NOTE BY US POWER SQUADRON 1987 (GQ)
 QO0664'MARK RECOVERED IN POOR CONDITION.
 QO0664
 QO0664                          STATION RECOVERY (1988)
 QO0664
 QO0664'RECOVERY NOTE BY US POWER SQUADRON 1988 (WK)
 QO0664'RECOVERED IN GOOD CONDITION.
 QO0664
 QO0664                          STATION RECOVERY (1989)
 QO0664
 QO0664'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 QO0664'RECOVERED IN GOOD CONDITION.
 QO0664
 QO0664                          STATION RECOVERY (2005)
 QO0664
 QO0664'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0664'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0665 ***********************************************************************
 QO0665  DESIGNATION -  6284 F
 QO0665  PID         -  QO0665
 QO0665  STATE/COUNTY-  MN/RAMSEY
 QO0665  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0665
 QO0665                         *CURRENT SURVEY CONTROL
 QO0665  ___________________________________________________________________
 QO0665* NAD 83(1996)-  45 02 23.78992(N)    093 11 27.75355(W)     ADJUSTED  
 QO0665* NAVD 88     -       285.302  (meters)     936.03   (feet)  ADJUSTED  
 QO0665  ___________________________________________________________________
 QO0665  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 QO0665  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 QO0665  DYNAMIC HT  -         285.295 (meters)     936.01  (feet)  COMP
 QO0665  MODELED GRAV-     980,582.7   (mgal)                       NAVD 88
 QO0665
 QO0665  HORZ ORDER  -  SECOND
 QO0665  VERT ORDER  -  SECOND    CLASS 0
 QO0665
 QO0665.The horizontal coordinates were established by classical geodetic methods
 QO0665.and adjusted by the National Geodetic Survey in March 1999..
 QO0665
 QO0665.The orthometric height was determined by differential leveling
 QO0665.and adjusted by the National Geodetic Survey in June 1991..
 QO0665
 QO0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0665
 QO0665.The geoid height was determined by GEOID03.
 QO0665
 QO0665.The dynamic height is computed by dividing the NAVD 88
 QO0665.geopotential number by the normal gravity value computed on the
 QO0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0665.degrees latitude (g = 980.6199 gals.).
 QO0665
 QO0665.The modeled gravity was interpolated from observed gravity values.
 QO0665
 QO0665;                    North         East     Units Scale Factor Converg.
 QO0665;SPC MN S     -   326,980.793   863,736.200   MT  0.99996618   +0 34 01.3
 QO0665;UTM  15      - 4,987,405.176   484,953.382   MT  0.99960278   -0 08 06.7
 QO0665
 QO0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0665!SPC MN S     -   0.99995953  x   0.99996618  =   0.99992571
 QO0665!UTM  15      -   0.99995953  x   0.99960278  =   0.99956233
 QO0665
 QO0665                          SUPERSEDED SURVEY CONTROL
 QO0665
 QO0665  NAD 83(1986)-  45 02 23.78327(N)    093 11 27.74814(W) AD(       ) 2
 QO0665  NAD 83(1986)-  45 02 23.78495(N)    093 11 27.74599(W) AD(       ) 2
 QO0665  NAD 27      -  45 02 23.90625(N)    093 11 26.94363(W) AD(       ) 2
 QO0665  NAVD 88 (04/09/98)  285.30   (m)          936.0    (f) LEVELING    3  
 QO0665  NGVD 29 (??/??/92)  285.246  (m)          935.84   (f) ADJ UNCH    2 0
 QO0665
 QO0665.Superseded values are not recommended for survey control.
 QO0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0665.See file dsdata.txt to determine how the superseded data were derived.
 QO0665
 QO0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8495387405(NAD 83)
 QO0665_MARKER: DD = SURVEY DISK
 QO0665_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0665_SP_SET: BRIDGE
 QO0665_STAMPING: 6284-F 1966
 QO0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0665
 QO0665  HISTORY     - Date     Condition        Report By
 QO0665  HISTORY     - 1966     MONUMENTED       MNDT
 QO0665  HISTORY     - 1973     GOOD             MNHD
 QO0665  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 QO0665  HISTORY     - 1989     GOOD             USPSQD
 QO0665
 QO0665                          STATION DESCRIPTION
 QO0665
 QO0665'DESCRIBED BY MN DEPT OF TRANSP 1966
 QO0665'IN NEW BRIGHTON.
 QO0665'MARK IS LOCATED ABOUT 1.5 MILES SOUTH OF FAI 694, IN THE SOUTHEAST
 QO0665'CORNER OF BRIDGE NO. 9473, T.H. 8 NORTHBOUND OVER THE MINNESOTA
 QO0665'TRANSFER RAILWAY, 0.1 MILES WEST OF FAI 35W.  SE 1/4 SECTION 32, T30N,
 QO0665'R29W.
 QO0665
 QO0665                          STATION RECOVERY (1973)
 QO0665
 QO0665'RECOVERY NOTE BY MN HIGHWAY DEPT 1973 (DKH)
 QO0665'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF NEW BRIGHTON IN CORNER
 QO0665'OF BRIDGE NO. 9473 (T.H. 8 WB OVER I35W).
 QO0665'
 QO0665'MARK, A STANDARD MHD BENCH MARK DISK STAMPED BM 6284F 1966, IS SET
 QO0665'IN THE SE CORNER OF BRIDGE NO. 9473 (WB T.H. 8 OVER I35).
 QO0665'
 QO0665'NEAREST TOWN--NEW BRIGHTON.
 QO0665
 QO0665                          STATION RECOVERY (1987)
 QO0665
 QO0665'RECOVERY NOTE BY US POWER SQUADRON 1987 (GQ)
 QO0665'MARK NOT FOUND.
 QO0665
 QO0665                          STATION RECOVERY (1989)
 QO0665
 QO0665'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 QO0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0666 ***********************************************************************
 QO0666  DESIGNATION -  6284 G
 QO0666  PID         -  QO0666
 QO0666  STATE/COUNTY-  MN/RAMSEY
 QO0666  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0666
 QO0666                         *CURRENT SURVEY CONTROL
 QO0666  ___________________________________________________________________
 QO0666* NAD 83(1986)-  45 03 00.     (N)    093 11 17.     (W)     SCALED    
 QO0666* NAVD 88     -       279.793  (meters)     917.95   (feet)  ADJUSTED  
 QO0666  ___________________________________________________________________
 QO0666  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 QO0666  DYNAMIC HT  -         279.786 (meters)     917.93  (feet)  COMP
 QO0666  MODELED GRAV-     980,584.1   (mgal)                       NAVD 88
 QO0666
 QO0666  VERT ORDER  -  SECOND    CLASS 0
 QO0666
 QO0666.The horizontal coordinates were scaled from a topographic map and have
 QO0666.an estimated accuracy of +/- 6 seconds.
 QO0666
 QO0666.The orthometric height was determined by differential leveling
 QO0666.and adjusted by the National Geodetic Survey in June 1991..
 QO0666
 QO0666.Photographs are available for this station.
 QO0666
 QO0666.The geoid height was determined by GEOID03.
 QO0666
 QO0666.The dynamic height is computed by dividing the NAVD 88
 QO0666.geopotential number by the normal gravity value computed on the
 QO0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0666.degrees latitude (g = 980.6199 gals.).
 QO0666
 QO0666.The modeled gravity was interpolated from observed gravity values.
 QO0666
 QO0666;                    North         East    Units  Estimated Accuracy
 QO0666;SPC MN S     -   328,100.      863,960.      MT  (+/- 180 meters Scaled)
 QO0666
 QO0666                          SUPERSEDED SURVEY CONTROL
 QO0666
 QO0666  NGVD 29 (??/??/92)  279.739  (m)          917.78   (f) ADJ UNCH    2 0
 QO0666
 QO0666.Superseded values are not recommended for survey control.
 QO0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0666.See file dsdata.txt to determine how the superseded data were derived.
 QO0666
 QO0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK851885(NAD 83)
 QO0666_MARKER: DD = SURVEY DISK
 QO0666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0666_SP_SET: BRIDGE
 QO0666_STAMPING: 6284-G 1966
 QO0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0666
 QO0666  HISTORY     - Date     Condition        Report By
 QO0666  HISTORY     - 1966     MONUMENTED       MNDT
 QO0666  HISTORY     - 1985     GOOD             USPSQD
 QO0666  HISTORY     - 1989     GOOD             USPSQD
 QO0666
 QO0666                          STATION DESCRIPTION
 QO0666
 QO0666'DESCRIBED BY MN DEPT OF TRANSP 1966
 QO0666'IN NEW BRIGHTON.
 QO0666'MARK IS LOCATED ABOUT 1.0 MILES SOUTH OF FAI 694, IN THE SOUTHEAST
 QO0666'CORNER OF BRIDGE NO. 9357, SOO LINE RAILROAD OVER FAI 35W.  SE 1/4
 QO0666'SECTION 29, T30N, R29W.
 QO0666
 QO0666                          STATION RECOVERY (1985)
 QO0666
 QO0666'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0666'RECOVERED IN GOOD CONDITION.
 QO0666
 QO0666                          STATION RECOVERY (1989)
 QO0666
 QO0666'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 QO0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0667 ***********************************************************************
 QO0667  DESIGNATION -  6284 H
 QO0667  PID         -  QO0667
 QO0667  STATE/COUNTY-  MN/RAMSEY
 QO0667  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0667
 QO0667                         *CURRENT SURVEY CONTROL
 QO0667  ___________________________________________________________________
 QO0667* NAD 83(1986)-  45 03 26.     (N)    093 11 13.     (W)     SCALED    
 QO0667* NAVD 88     -       277.484  (meters)     910.38   (feet)  ADJUSTED  
 QO0667  ___________________________________________________________________
 QO0667  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 QO0667  DYNAMIC HT  -         277.478 (meters)     910.36  (feet)  COMP
 QO0667  MODELED GRAV-     980,585.2   (mgal)                       NAVD 88
 QO0667
 QO0667  VERT ORDER  -  SECOND    CLASS 0
 QO0667
 QO0667.The horizontal coordinates were scaled from a topographic map and have
 QO0667.an estimated accuracy of +/- 6 seconds.
 QO0667
 QO0667.The orthometric height was determined by differential leveling
 QO0667.and adjusted by the National Geodetic Survey in June 1991..
 QO0667
 QO0667.Photographs are available for this station.
 QO0667
 QO0667.The geoid height was determined by GEOID03.
 QO0667
 QO0667.The dynamic height is computed by dividing the NAVD 88
 QO0667.geopotential number by the normal gravity value computed on the
 QO0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0667.degrees latitude (g = 980.6199 gals.).
 QO0667
 QO0667.The modeled gravity was interpolated from observed gravity values.
 QO0667
 QO0667;                    North         East    Units  Estimated Accuracy
 QO0667;SPC MN S     -   328,900.      864,040.      MT  (+/- 180 meters Scaled)
 QO0667
 QO0667                          SUPERSEDED SURVEY CONTROL
 QO0667
 QO0667  NGVD 29 (??/??/92)  277.431  (m)          910.20   (f) ADJ UNCH    2 0
 QO0667
 QO0667.Superseded values are not recommended for survey control.
 QO0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0667.See file dsdata.txt to determine how the superseded data were derived.
 QO0667
 QO0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK852893(NAD 83)
 QO0667_MARKER: DD = SURVEY DISK
 QO0667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0667_SP_SET: BRIDGE
 QO0667_STAMPING: 6284-H 1966
 QO0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0667
 QO0667  HISTORY     - Date     Condition        Report By
 QO0667  HISTORY     - 1966     MONUMENTED       MNDT
 QO0667  HISTORY     - 1985     GOOD             USPSQD
 QO0667  HISTORY     - 1989     GOOD             USPSQD
 QO0667
 QO0667                          STATION DESCRIPTION
 QO0667
 QO0667'DESCRIBED BY MN DEPT OF TRANSP 1966
 QO0667'IN ARDEN HILLS.
 QO0667'MARK IS LOCATED ABOUT 0.6 MILES SOUTH OF FAI 694, IN THE SOUTHEAST
 QO0667'CORNER OF BRIDGE NO. 9570, CO. RD. E-2 (NO. 73) OVER FAI 35W.  SW 1/4
 QO0667'SECTION 28, T30N, R29W.
 QO0667
 QO0667                          STATION RECOVERY (1985)
 QO0667
 QO0667'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0667'RECOVERED IN GOOD CONDITION.
 QO0667
 QO0667                          STATION RECOVERY (1989)
 QO0667
 QO0667'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 QO0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0668 ***********************************************************************
 QO0668  DESIGNATION -  6284 J
 QO0668  PID         -  QO0668
 QO0668  STATE/COUNTY-  MN/RAMSEY
 QO0668  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0668
 QO0668                         *CURRENT SURVEY CONTROL
 QO0668  ___________________________________________________________________
 QO0668* NAD 83(1986)-  45 03 52.     (N)    093 11 10.     (W)     SCALED    
 QO0668* NAVD 88     -       275.302  (meters)     903.22   (feet)  ADJUSTED  
 QO0668  ___________________________________________________________________
 QO0668  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 QO0668  DYNAMIC HT  -         275.296 (meters)     903.20  (feet)  COMP
 QO0668  MODELED GRAV-     980,586.2   (mgal)                       NAVD 88
 QO0668
 QO0668  VERT ORDER  -  SECOND    CLASS 0
 QO0668
 QO0668.The horizontal coordinates were scaled from a topographic map and have
 QO0668.an estimated accuracy of +/- 6 seconds.
 QO0668
 QO0668.The orthometric height was determined by differential leveling
 QO0668.and adjusted by the National Geodetic Survey in June 1991..
 QO0668
 QO0668.Photographs are available for this station.
 QO0668
 QO0668.The geoid height was determined by GEOID03.
 QO0668
 QO0668.The dynamic height is computed by dividing the NAVD 88
 QO0668.geopotential number by the normal gravity value computed on the
 QO0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0668.degrees latitude (g = 980.6199 gals.).
 QO0668
 QO0668.The modeled gravity was interpolated from observed gravity values.
 QO0668
 QO0668;                    North         East    Units  Estimated Accuracy
 QO0668;SPC MN S     -   329,710.      864,100.      MT  (+/- 180 meters Scaled)
 QO0668
 QO0668                          SUPERSEDED SURVEY CONTROL
 QO0668
 QO0668  NGVD 29 (??/??/92)  275.249  (m)          903.05   (f) ADJ UNCH    2 0
 QO0668
 QO0668.Superseded values are not recommended for survey control.
 QO0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0668.See file dsdata.txt to determine how the superseded data were derived.
 QO0668
 QO0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK853901(NAD 83)
 QO0668_MARKER: DD = SURVEY DISK
 QO0668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0668_SP_SET: BRIDGE
 QO0668_STAMPING: 6284-J 1969
 QO0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0668
 QO0668  HISTORY     - Date     Condition        Report By
 QO0668  HISTORY     - 1969     MONUMENTED       MNDT
 QO0668  HISTORY     - 1969     GOOD             MNDT
 QO0668  HISTORY     - 1976     GOOD             MNDT
 QO0668  HISTORY     - 1985     GOOD             USPSQD
 QO0668  HISTORY     - 1989     GOOD             USPSQD
 QO0668
 QO0668                          STATION DESCRIPTION
 QO0668
 QO0668'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0668'IN NEW BRIGHTON.
 QO0668'0.15 MILES SOUTH OF THE JCT. OF FAI 35W AND FAI 694, IN THE SOUTHWEST
 QO0668'CORNER OF BRIDGE NO. 9599, COUNTY ROAD F (10TH ST. NORTHWEST) OVER FAI
 QO0668'35W.  SW 1/4, SEC 24, T30N, R23
 QO0668
 QO0668                          STATION RECOVERY (1976)
 QO0668
 QO0668'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 QO0668'THE MARK IS LOCATED IN THE SOUTHWEST CORNER OF BRIDGE NUMBER 9599,
 QO0668'COUNTY ROAD F (10TH STREET NORTHWEST) OVER FAI 35W. 0.15 MILE SOUTH
 QO0668'OF THE JUNCTION OF FAI 35W AND FAI 694.
 QO0668
 QO0668                          STATION RECOVERY (1985)
 QO0668
 QO0668'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0668'RECOVERED IN GOOD CONDITION.
 QO0668
 QO0668                          STATION RECOVERY (1989)
 QO0668
 QO0668'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 QO0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0670 ***********************************************************************
 QO0670  DESIGNATION -  6284 K
 QO0670  PID         -  QO0670
 QO0670  STATE/COUNTY-  MN/RAMSEY
 QO0670  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0670
 QO0670                         *CURRENT SURVEY CONTROL
 QO0670  ___________________________________________________________________
 QO0670* NAD 83(1986)-  45 04 13.     (N)    093 11 06.     (W)     SCALED    
 QO0670* NAVD 88     -       272.907  (meters)     895.36   (feet)  ADJUSTED  
 QO0670  ___________________________________________________________________
 QO0670  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 QO0670  DYNAMIC HT  -         272.901 (meters)     895.34  (feet)  COMP
 QO0670  MODELED GRAV-     980,587.1   (mgal)                       NAVD 88
 QO0670
 QO0670  VERT ORDER  -  SECOND    CLASS 0
 QO0670
 QO0670.The horizontal coordinates were scaled from a topographic map and have
 QO0670.an estimated accuracy of +/- 6 seconds.
 QO0670
 QO0670.The orthometric height was determined by differential leveling
 QO0670.and adjusted by the National Geodetic Survey in June 1991..
 QO0670
 QO0670.Photographs are available for this station.
 QO0670
 QO0670.The geoid height was determined by GEOID03.
 QO0670
 QO0670.The dynamic height is computed by dividing the NAVD 88
 QO0670.geopotential number by the normal gravity value computed on the
 QO0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0670.degrees latitude (g = 980.6199 gals.).
 QO0670
 QO0670.The modeled gravity was interpolated from observed gravity values.
 QO0670
 QO0670;                    North         East    Units  Estimated Accuracy
 QO0670;SPC MN S     -   330,360.      864,180.      MT  (+/- 180 meters Scaled)
 QO0670
 QO0670                          SUPERSEDED SURVEY CONTROL
 QO0670
 QO0670  NGVD 29 (??/??/92)  272.855  (m)          895.19   (f) ADJ UNCH    2 0
 QO0670
 QO0670.Superseded values are not recommended for survey control.
 QO0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0670.See file dsdata.txt to determine how the superseded data were derived.
 QO0670
 QO0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK854907(NAD 83)
 QO0670_MARKER: DB = BENCH MARK DISK
 QO0670_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0670_SP_SET: BRIDGE ABUTMENT
 QO0670_STAMPING: 6284 K 1966
 QO0670_MARK LOGO: MNDT  
 QO0670_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0670+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 QO0670
 QO0670  HISTORY     - Date     Condition        Report By
 QO0670  HISTORY     - 1966     MONUMENTED       MNDT
 QO0670  HISTORY     - 1969     GOOD             MNDT
 QO0670  HISTORY     - 1985     GOOD             USPSQD
 QO0670  HISTORY     - 1989     GOOD             USPSQD
 QO0670  HISTORY     - 20030717 GOOD             MNDT
 QO0670
 QO0670                          STATION DESCRIPTION
 QO0670
 QO0670'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0670'IN NEW BRIGHTON.
 QO0670'0.2 MILES NORTH OF FAI 694, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 QO0670'9575, MINNESOTA TRANSFER RAILWAY SPUR OVER FAI 35W.  SW 1/4, SEC 21,
 QO0670'T30N, R23W.
 QO0670
 QO0670                          STATION RECOVERY (1985)
 QO0670
 QO0670'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0670'RECOVERED IN GOOD CONDITION.
 QO0670
 QO0670                          STATION RECOVERY (1989)
 QO0670
 QO0670'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 QO0670'RECOVERED IN GOOD CONDITION.
 QO0670
 QO0670                          STATION RECOVERY (2003)
 QO0670
 QO0670'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0670'AT ARDEN HILLS, 0.2 MILES NORTH OF JUNCTION INTERSTATE HIGHWAY 35W AND
 QO0670'INTERSTATE HIGHWAY 694, IN SOUTHEAST CORNER OF RAILROAD BRIDGE OVER
 QO0670'INTERSTATE HIGHWAY 35W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0671 ***********************************************************************
 QO0671  DESIGNATION -  6284 L
 QO0671  PID         -  QO0671
 QO0671  STATE/COUNTY-  MN/RAMSEY
 QO0671  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0671
 QO0671                         *CURRENT SURVEY CONTROL
 QO0671  ___________________________________________________________________
 QO0671* NAD 83(1996)-  45 04 44.44410(N)    093 11 06.70217(W)     ADJUSTED  
 QO0671* NAVD 88     -       278.988  (meters)     915.31   (feet)  ADJUSTED  
 QO0671  ___________________________________________________________________
 QO0671  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 QO0671  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 QO0671  DYNAMIC HT  -         278.983 (meters)     915.30  (feet)  COMP
 QO0671  MODELED GRAV-     980,588.3   (mgal)                       NAVD 88
 QO0671
 QO0671  HORZ ORDER  -  SECOND
 QO0671  VERT ORDER  -  SECOND    CLASS 0
 QO0671
 QO0671.The horizontal coordinates were established by classical geodetic methods
 QO0671.and adjusted by the National Geodetic Survey in March 1999..
 QO0671
 QO0671.The orthometric height was determined by differential leveling
 QO0671.and adjusted by the National Geodetic Survey in June 1991..
 QO0671
 QO0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0671
 QO0671.The geoid height was determined by GEOID03.
 QO0671
 QO0671.The dynamic height is computed by dividing the NAVD 88
 QO0671.geopotential number by the normal gravity value computed on the
 QO0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0671.degrees latitude (g = 980.6199 gals.).
 QO0671
 QO0671.The modeled gravity was interpolated from observed gravity values.
 QO0671
 QO0671;                    North         East     Units Scale Factor Converg.
 QO0671;SPC MN S     -   331,327.052   864,153.628   MT  0.99997283   +0 34 16.0
 QO0671;UTM  15      - 4,991,744.401   485,423.872   MT  0.99960261   -0 07 52.1
 QO0671
 QO0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0671!SPC MN S     -   0.99996053  x   0.99997283  =   0.99993336
 QO0671!UTM  15      -   0.99996053  x   0.99960261  =   0.99956315
 QO0671
 QO0671                          SUPERSEDED SURVEY CONTROL
 QO0671
 QO0671  NAD 83(1986)-  45 04 44.43942(N)    093 11 06.69716(W) AD(       ) 2
 QO0671  NAD 83(1986)-  45 04 44.43938(N)    093 11 06.69436(W) AD(       ) 2
 QO0671  NAD 27      -  45 04 44.55956(N)    093 11 05.89302(W) AD(       ) 2
 QO0671  NAVD 88 (04/09/98)  278.99   (m)          915.3    (f) LEVELING    3  
 QO0671  NGVD 29 (??/??/92)  278.937  (m)          915.15   (f) ADJ UNCH    2 0
 QO0671
 QO0671.Superseded values are not recommended for survey control.
 QO0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0671.See file dsdata.txt to determine how the superseded data were derived.
 QO0671
 QO0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8542491744(NAD 83)
 QO0671_MARKER: DB = BENCH MARK DISK
 QO0671_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0671_SP_SET: BRIDGE ABUTMENT
 QO0671_STAMPING: 6284 L 1966
 QO0671_MARK LOGO: MNHD  
 QO0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0671
 QO0671  HISTORY     - Date     Condition        Report By
 QO0671  HISTORY     - 1973     MONUMENTED       MNHD
 QO0671  HISTORY     - 1969     GOOD             MNDT
 QO0671  HISTORY     - 1981     GOOD             MNDT
 QO0671  HISTORY     - 1985     GOOD             USPSQD
 QO0671
 QO0671                          STATION DESCRIPTION
 QO0671
 QO0671'DESCRIBED BY MN HIGHWAY DEPT 1973 (DKH)
 QO0671'THE STATION IS LOCATED ABOUT 1.5 MILES NORTHEAST OF NEW BRIGHTON
 QO0671'NEAR THE CORNER OF BRIDGE NO. 9577 (T.H. 96 OVER I35W).
 QO0671'
 QO0671'MARK, A STANDARD MHD BENCH MARK DISK STAMPED BM 6284L, IS SET IN
 QO0671'THE SOUTHEAST CORNER OF BRIDGE NO. 9577.
 QO0671'
 QO0671'NEAREST TOWN--NEW BRIGHTON.
 QO0671
 QO0671                          STATION RECOVERY (1969)
 QO0671
 QO0671'RECOVERY NOTE BY MN DEPT OF TRANSP 1969
 QO0671'IN ARDEN HILLS.
 QO0671'0.7 MILES NORTH OF FAI 694 IN THE SOUTHEAST CORNER OF BRIDGE NO. 9577,
 QO0671'T.H. 96 OVER FAI 35W.  NW 1/4, SEC 21, T30N, R23W.
 QO0671
 QO0671                          STATION RECOVERY (1981)
 QO0671
 QO0671'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QO0671'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO0671'LOCATED NEAR THE JUNCTION OF TRUNK HIGHWAY 96 AND INTERSTATE HIGHWAY
 QO0671'35 W IN ARDEN HILLS.  THE MARK IS 12 FEET SOUTH OF AND ABOUT 0.5 FOOT
 QO0671'HIGHER THAN THE CENTERLINE OF THE EASTBOUND LANE OF TRUNK HIGHWAY 96.
 QO0671'THE MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT BRASS BENCH MARK
 QO0671'DISK STAMPED---6284 L 1966---, SET IN THE SOUTHEAST CORNER (ABUTMENT)
 QO0671'OF BRIDGE NUMBER 9577, TRUNK HIGHWAY 96 OVER INTERSTATE HIGHWAY 35W.
 QO0671
 QO0671                          STATION RECOVERY (1985)
 QO0671
 QO0671'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0672 ***********************************************************************
 QO0672  DESIGNATION -  6284 M
 QO0672  PID         -  QO0672
 QO0672  STATE/COUNTY-  MN/RAMSEY
 QO0672  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0672
 QO0672                         *CURRENT SURVEY CONTROL
 QO0672  ___________________________________________________________________
 QO0672* NAD 83(1986)-  45 05 06.     (N)    093 11 08.     (W)     SCALED    
 QO0672* NAVD 88     -       278.476  (meters)     913.63   (feet)  ADJUSTED  
 QO0672  ___________________________________________________________________
 QO0672  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 QO0672  DYNAMIC HT  -         278.471 (meters)     913.62  (feet)  COMP
 QO0672  MODELED GRAV-     980,589.1   (mgal)                       NAVD 88
 QO0672
 QO0672  VERT ORDER  -  SECOND    CLASS 0
 QO0672
 QO0672.The horizontal coordinates were scaled from a topographic map and have
 QO0672.an estimated accuracy of +/- 6 seconds.
 QO0672
 QO0672.The orthometric height was determined by differential leveling
 QO0672.and adjusted by the National Geodetic Survey in June 1991..
 QO0672
 QO0672.Photographs are available for this station.
 QO0672
 QO0672.The geoid height was determined by GEOID03.
 QO0672
 QO0672.The dynamic height is computed by dividing the NAVD 88
 QO0672.geopotential number by the normal gravity value computed on the
 QO0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0672.degrees latitude (g = 980.6199 gals.).
 QO0672
 QO0672.The modeled gravity was interpolated from observed gravity values.
 QO0672
 QO0672;                    North         East    Units  Estimated Accuracy
 QO0672;SPC MN S     -   331,990.      864,120.      MT  (+/- 180 meters Scaled)
 QO0672
 QO0672                          SUPERSEDED SURVEY CONTROL
 QO0672
 QO0672  NGVD 29 (??/??/92)  278.427  (m)          913.47   (f) ADJ UNCH    2 0
 QO0672
 QO0672.Superseded values are not recommended for survey control.
 QO0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0672.See file dsdata.txt to determine how the superseded data were derived.
 QO0672
 QO0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK853924(NAD 83)
 QO0672_MARKER: DB = BENCH MARK DISK
 QO0672_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0672_SP_SET: BRIDGE ABUTMENT
 QO0672_STAMPING: 6284 M 1966
 QO0672_MARK LOGO: MNHD  
 QO0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0672
 QO0672  HISTORY     - Date     Condition        Report By
 QO0672  HISTORY     - 1966     MONUMENTED       MNHD
 QO0672  HISTORY     - 1969     GOOD             MNDT
 QO0672  HISTORY     - 1981     GOOD             MNDT
 QO0672  HISTORY     - 1985     GOOD             USPSQD
 QO0672
 QO0672                          STATION DESCRIPTION
 QO0672
 QO0672'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0672'IN ARDEN HILLS.
 QO0672'1.0 MILES NORTH OF FAI 694, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 QO0672'9578, MINNESOTA TRANSFER RAILWAY SPUR LINE TO THE TWIN CITY ARSENAL
 QO0672'OVER FAI 35W.  SW 1/4, SEC 16, T30N, R23W.
 QO0672
 QO0672                          STATION RECOVERY (1981)
 QO0672
 QO0672'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QO0672'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO0672'LOCATED ABOUT 0.3 MILE NORTH ALONG INTERSTATE HIGHWAY FROM THE
 QO0672'JUNCTION OF TRUNK HIGHWAY 96 AND 1.0 MILE NORTH ALONG INTERSTATE
 QO0672'HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE 694, IN THE SOUTHWEST 1/4
 QO0672'OF SECTION 16, T30N, R23W.  THE MARK IS 8.4 FEET SOUTH OF AND ABOUT
 QO0672'LEVEL WITH THE SOUTH RAIL OF THE MINNESOTA TRANSFER RAILROAD SPUR TO
 QO0672'THE TWIN CITIES ARMY AMMUNITION PLANT.  THE MARK A STANDARD BRASS
 QO0672'MINNESOTA HIGHWAY DEPARTMENT BENCH MARK DISK STAMPED---6284 M
 QO0672'1966---, SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER
 QO0672'9578, THE RAILROAD OVER INTERSTATE 35 W.
 QO0672
 QO0672                          STATION RECOVERY (1985)
 QO0672
 QO0672'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0674 ***********************************************************************
 QO0674  DESIGNATION -  6284 N 1
 QO0674  PID         -  QO0674
 QO0674  STATE/COUNTY-  MN/RAMSEY
 QO0674  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0674
 QO0674                         *CURRENT SURVEY CONTROL
 QO0674  ___________________________________________________________________
 QO0674* NAD 83(1986)-  45 05 44.     (N)    093 11 16.     (W)     SCALED    
 QO0674* NAVD 88     -       268.240  (meters)     880.05   (feet)  ADJUSTED  
 QO0674  ___________________________________________________________________
 QO0674  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 QO0674  DYNAMIC HT  -         268.235 (meters)     880.03  (feet)  COMP
 QO0674  MODELED GRAV-     980,590.5   (mgal)                       NAVD 88
 QO0674
 QO0674  VERT ORDER  -  SECOND    CLASS 0
 QO0674
 QO0674.The horizontal coordinates were scaled from a topographic map and have
 QO0674.an estimated accuracy of +/- 6 seconds.
 QO0674
 QO0674.The orthometric height was determined by differential leveling
 QO0674.and adjusted by the National Geodetic Survey in June 1991..
 QO0674
 QO0674.Photographs are available for this station.
 QO0674
 QO0674.The geoid height was determined by GEOID03.
 QO0674
 QO0674.The dynamic height is computed by dividing the NAVD 88
 QO0674.geopotential number by the normal gravity value computed on the
 QO0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0674.degrees latitude (g = 980.6199 gals.).
 QO0674
 QO0674.The modeled gravity was interpolated from observed gravity values.
 QO0674
 QO0674;                    North         East    Units  Estimated Accuracy
 QO0674;SPC MN S     -   333,160.      863,930.      MT  (+/- 180 meters Scaled)
 QO0674
 QO0674                          SUPERSEDED SURVEY CONTROL
 QO0674
 QO0674  NGVD 29 (??/??/92)  268.191  (m)          879.89   (f) ADJ UNCH    2 0
 QO0674
 QO0674.Superseded values are not recommended for survey control.
 QO0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0674.See file dsdata.txt to determine how the superseded data were derived.
 QO0674
 QO0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK852935(NAD 83)
 QO0674_MARKER: DB = BENCH MARK DISK
 QO0674_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0674_SP_SET: HEADWALL BOX CULVERT
 QO0674_STAMPING: 6284 N 1 1969
 QO0674_MARK LOGO: MNDT  
 QO0674_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0674+STABILITY: SURFACE MOTION
 QO0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0674+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 QO0674
 QO0674  HISTORY     - Date     Condition        Report By
 QO0674  HISTORY     - 1969     MONUMENTED       MNDT
 QO0674  HISTORY     - 1979     GOOD             MNDT
 QO0674  HISTORY     - 20030710 GOOD             MNDT
 QO0674  HISTORY     - 20051113 GOOD             USPSQD
 QO0674
 QO0674                          STATION DESCRIPTION
 QO0674
 QO0674'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0674'IN ARDEN HILLS.
 QO0674'MARK IS LOCATED IN THE VILLAGE OF ARDEN HILLS, NEAR THE TWIN CITY
 QO0674'ARSENAL, 1.4 MILES NORTH OF FAI 694, 0.1 MILES NORTH OF T.H. 10, IN
 QO0674'THE NORTHWEST CORNER OF A BOX CULVERT UNDER FAI 35-W AT RICE CREEK. SW
 QO0674'1/4 SECTION 9, T30N, R23W.
 QO0674
 QO0674                          STATION RECOVERY (1979)
 QO0674
 QO0674'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 QO0674'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN THE TOWN
 QO0674'OF ARDEN HILLS, 0.1 MILE NORTH ALONG INTERSTATE 35W FROM ITS JUNCTION
 QO0674'WITH TRUNK HIGHWAY 10, IN THE SW 1/4 OF SECTION 8, T30N, R23W.  THE
 QO0674'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---6284 N 1 1969---, IS
 QO0674'SET IN THE NORTHWEST CORNER OF A BOX CULVERT UNDER INTERSTATE 35W AT
 QO0674'RICE CREEK.
 QO0674
 QO0674                          STATION RECOVERY (2003)
 QO0674
 QO0674'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0674'AT ARDEN HILLS, 0.1 MILES NORTH OF JUNCTION INTERSTATE HIGHWAY 35W AND
 QO0674'TRUNK HIGHWAY 10, IN NORTHWEST CORNER OF INTERSTATE HIGHWAY 35W BOX
 QO0674'CULVERT AT RICE CREEK
 QO0674
 QO0674                          STATION RECOVERY (2005)
 QO0674
 QO0674'RECOVERY NOTE BY US POWER SQUADRON 2005 (SJT)
 QO0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0675 ***********************************************************************
 QO0675  DESIGNATION -  6284 P
 QO0675  PID         -  QO0675
 QO0675  STATE/COUNTY-  MN/RAMSEY
 QO0675  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0675
 QO0675                         *CURRENT SURVEY CONTROL
 QO0675  ___________________________________________________________________
 QO0675* NAD 83(1986)-  45 05 43.     (N)    093 11 14.     (W)     SCALED    
 QO0675* NAVD 88     -       274.350  (meters)     900.10   (feet)  ADJUSTED  
 QO0675  ___________________________________________________________________
 QO0675  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 QO0675  DYNAMIC HT  -         274.345 (meters)     900.08  (feet)  COMP
 QO0675  MODELED GRAV-     980,590.4   (mgal)                       NAVD 88
 QO0675
 QO0675  VERT ORDER  -  SECOND    CLASS 0
 QO0675
 QO0675.The horizontal coordinates were scaled from a topographic map and have
 QO0675.an estimated accuracy of +/- 6 seconds.
 QO0675
 QO0675.The orthometric height was determined by differential leveling
 QO0675.and adjusted by the National Geodetic Survey in June 1991..
 QO0675
 QO0675.Photographs are available for this station.
 QO0675
 QO0675.The geoid height was determined by GEOID03.
 QO0675
 QO0675.The dynamic height is computed by dividing the NAVD 88
 QO0675.geopotential number by the normal gravity value computed on the
 QO0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0675.degrees latitude (g = 980.6199 gals.).
 QO0675
 QO0675.The modeled gravity was interpolated from observed gravity values.
 QO0675
 QO0675;                    North         East    Units  Estimated Accuracy
 QO0675;SPC MN S     -   333,130.      863,980.      MT  (+/- 180 meters Scaled)
 QO0675
 QO0675                          SUPERSEDED SURVEY CONTROL
 QO0675
 QO0675  NGVD 29 (??/??/92)  274.303  (m)          899.94   (f) ADJ UNCH    2 0
 QO0675
 QO0675.Superseded values are not recommended for survey control.
 QO0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0675.See file dsdata.txt to determine how the superseded data were derived.
 QO0675
 QO0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK852935(NAD 83)
 QO0675_MARKER: DB = BENCH MARK DISK
 QO0675_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0675_SP_SET: BRIDGE ABUTMENT
 QO0675_STAMPING: 6284 P 1966
 QO0675_MARK LOGO: MNDT  
 QO0675_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0675+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 QO0675
 QO0675  HISTORY     - Date     Condition        Report By
 QO0675  HISTORY     - 1966     MONUMENTED       MNDT
 QO0675  HISTORY     - 1969     GOOD             MNDT
 QO0675  HISTORY     - 1979     GOOD             MNDT
 QO0675  HISTORY     - 20030710 GOOD             MNDT
 QO0675
 QO0675                          STATION DESCRIPTION
 QO0675
 QO0675'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0675'IN ARDEN HILLS.
 QO0675'0.4 MILES NORTH OF T.H. 10, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 QO0675'9582, TWIN CITY ARSENAL ENTRANCE ROAD OVER FAI 35W.  SW 1/4, SEC 9,
 QO0675'T30N, R23W.
 QO0675
 QO0675                          STATION RECOVERY (1979)
 QO0675
 QO0675'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 QO0675'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN THE TOWN
 QO0675'OF ARDEN HILLS, AT THE JUNCTION OF RAMSEY COUNTY ROAD H AND
 QO0675'INTERSTATE HIGHWAY 35W, 0.4 MILE NORTH OF TRUNK HIGHWAY 10 ALONG
 QO0675'INTERSTATE HIGHWAY 35W, IN THE SW 1/4 OF SECTION 9, T30N, R23W.  THE
 QO0675'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---6284 P 1966---, IS
 QO0675'SET IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 9582, TWIN CITY ARSENAL
 QO0675'ENTRANCE ROAD OVER INTERSTATE HIGHWAY 35W.
 QO0675
 QO0675                          STATION RECOVERY (2003)
 QO0675
 QO0675'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0675'AT ARDEN HILLS, 0.4 MILES NORTH OF JUNCTION INTERSTATE HIGHWAY 35W AND
 QO0675'TRUNK HIGHWAY 10, AT JUNCTION OF COUNTY ROAD H AND INTERSTATE HIGHWAY
 QO0675'35W, IN SOUTHEAST CORNER OF TWIN CITY ARSENAL ENTRANCE BRIDGE 9582
 QO0675'OVER INTERSTATE HIGHWAY 35W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0676 ***********************************************************************
 QO0676  DESIGNATION -  6284 Q
 QO0676  PID         -  QO0676
 QO0676  STATE/COUNTY-  MN/RAMSEY
 QO0676  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0676
 QO0676                         *CURRENT SURVEY CONTROL
 QO0676  ___________________________________________________________________
 QO0676* NAD 83(1986)-  45 06 28.     (N)    093 11 14.     (W)     SCALED    
 QO0676* NAVD 88     -       278.319  (meters)     913.12   (feet)  ADJUSTED  
 QO0676  ___________________________________________________________________
 QO0676  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 QO0676  DYNAMIC HT  -         278.314 (meters)     913.10  (feet)  COMP
 QO0676  MODELED GRAV-     980,591.6   (mgal)                       NAVD 88
 QO0676
 QO0676  VERT ORDER  -  SECOND    CLASS 0
 QO0676
 QO0676.The horizontal coordinates were scaled from a topographic map and have
 QO0676.an estimated accuracy of +/- 6 seconds.
 QO0676
 QO0676.The orthometric height was determined by differential leveling
 QO0676.and adjusted by the National Geodetic Survey in June 1991..
 QO0676
 QO0676.Photographs are available for this station.
 QO0676
 QO0676.The geoid height was determined by GEOID03.
 QO0676
 QO0676.The dynamic height is computed by dividing the NAVD 88
 QO0676.geopotential number by the normal gravity value computed on the
 QO0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0676.degrees latitude (g = 980.6199 gals.).
 QO0676
 QO0676.The modeled gravity was interpolated from observed gravity values.
 QO0676
 QO0676;                    North         East    Units  Estimated Accuracy
 QO0676;SPC MN S     -   334,520.      863,960.      MT  (+/- 180 meters Scaled)
 QO0676
 QO0676                          SUPERSEDED SURVEY CONTROL
 QO0676
 QO0676  NGVD 29 (??/??/92)  278.270  (m)          912.96   (f) ADJ UNCH    2 0
 QO0676
 QO0676.Superseded values are not recommended for survey control.
 QO0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0676.See file dsdata.txt to determine how the superseded data were derived.
 QO0676
 QO0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK852949(NAD 83)
 QO0676_MARKER: DB = BENCH MARK DISK
 QO0676_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0676_SP_SET: BRIDGE ABUTMENT
 QO0676_STAMPING: 6284 Q 1969
 QO0676_MARK LOGO: MNDT  
 QO0676_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0676+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 QO0676
 QO0676  HISTORY     - Date     Condition        Report By
 QO0676  HISTORY     - 1969     MONUMENTED       MNDT
 QO0676  HISTORY     - 20030710 GOOD             MNDT
 QO0676
 QO0676                          STATION DESCRIPTION
 QO0676
 QO0676'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0676'IN ARDEN HILLS.
 QO0676'MARK IS LOCATED IN THE VILLAGE OF ARDEN HILLS, 1.1 MILES NORTH OF THE
 QO0676'JUNCTION OF FAI 35-W AND T.H. 10, 1.0 MILES SOUTH OF THE RAMSEY-ANOKA
 QO0676'COUNTY LINE, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9603, FAI 35-W OVER
 QO0676'COUNTY ROAD I.  NW 1/4 SECTION 9, T30N, R23W.
 QO0676
 QO0676                          STATION RECOVERY (2003)
 QO0676
 QO0676'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0676'AT ARDEN HILLS, 1.1 MILES NORTH OF JUNCTION INTERSTATE HIGHWAY 35W AND
 QO0676'TRUNK HIGHWAY 10, 1 MILES SOUTH OF ANOKA-RAMSEY COUNTY LINE, IN
 QO0676'SOUTHEAST CORNER OF INTERSTATE HIGHWAY 35W BRIDGE 9603 OVER COUNTY
 QO0676'ROAD I
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0677 ***********************************************************************
 QO0677  DESIGNATION -  6284 S
 QO0677  PID         -  QO0677
 QO0677  STATE/COUNTY-  MN/RAMSEY
 QO0677  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0677
 QO0677                         *CURRENT SURVEY CONTROL
 QO0677  ___________________________________________________________________
 QO0677* NAD 83(1986)-  45 06 55.     (N)    093 11 14.     (W)     SCALED    
 QO0677* NAVD 88     -       284.260  (meters)     932.61   (feet)  ADJUSTED  
 QO0677  ___________________________________________________________________
 QO0677  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 QO0677  DYNAMIC HT  -         284.255 (meters)     932.59  (feet)  COMP
 QO0677  MODELED GRAV-     980,592.2   (mgal)                       NAVD 88
 QO0677
 QO0677  VERT ORDER  -  SECOND    CLASS 0
 QO0677
 QO0677.The horizontal coordinates were scaled from a topographic map and have
 QO0677.an estimated accuracy of +/- 6 seconds.
 QO0677
 QO0677.The orthometric height was determined by differential leveling
 QO0677.and adjusted by the National Geodetic Survey in June 1991..
 QO0677
 QO0677.Photographs are available for this station.
 QO0677
 QO0677.The geoid height was determined by GEOID03.
 QO0677
 QO0677.The dynamic height is computed by dividing the NAVD 88
 QO0677.geopotential number by the normal gravity value computed on the
 QO0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0677.degrees latitude (g = 980.6199 gals.).
 QO0677
 QO0677.The modeled gravity was interpolated from observed gravity values.
 QO0677
 QO0677;                    North         East    Units  Estimated Accuracy
 QO0677;SPC MN S     -   335,360.      863,950.      MT  (+/- 180 meters Scaled)
 QO0677
 QO0677                          SUPERSEDED SURVEY CONTROL
 QO0677
 QO0677  NGVD 29 (??/??/92)  284.210  (m)          932.45   (f) ADJ UNCH    2 0
 QO0677
 QO0677.Superseded values are not recommended for survey control.
 QO0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0677.See file dsdata.txt to determine how the superseded data were derived.
 QO0677
 QO0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK852957(NAD 83)
 QO0677_MARKER: DB = BENCH MARK DISK
 QO0677_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0677_SP_SET: BRIDGE WING WALL
 QO0677_STAMPING: 6284 S 1969
 QO0677_MARK LOGO: MNDT  
 QO0677_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0677+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 QO0677
 QO0677  HISTORY     - Date     Condition        Report By
 QO0677  HISTORY     - 1968     MONUMENTED       MNDT
 QO0677  HISTORY     - 20030711 GOOD             MNDT
 QO0677
 QO0677                          STATION DESCRIPTION
 QO0677
 QO0677'DESCRIBED BY MN DEPT OF TRANSP 1968
 QO0677'IN SHOREVIEW.
 QO0677'MARK IS LOCATED IN THE VILLAGE OF SHOREVIEW, 1.35 MILES NORTH OF T.H.
 QO0677'10, 0.75 MILE SOUTH OF THE RAMSEY-ANOKA COUNTY LINE, 0.25 MILES NORTH
 QO0677'OF COUNTY ROAD I, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9605, FUTURE
 QO0677'T.H. 10 OVER FAI 35-W.  SW 1/4 SECTION 4, T30N, R23W.
 QO0677
 QO0677                          STATION RECOVERY (2003)
 QO0677
 QO0677'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0677'AT SHOREVIEW, 1.35 MILES NORTH OF JUNCTION INTERSTATE HIGHWAY 35W AND
 QO0677'TRUNK HIGHWAY 10, 0.75 MILES SOUTH OF ANOKA-RAMSEY COUNTY LINE, IN
 QO0677'SOUTHEAST CORNER OF TRUNK HIGHWAY 10 BRIDGE 9605 OVER INTERSTATE
 QO0677'HIGHWAY 35W, AT MILEPOINT 237.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0710 ***********************************************************************
 QO0710  DESIGNATION -  6285 C
 QO0710  PID         -  QO0710
 QO0710  STATE/COUNTY-  MN/RAMSEY
 QO0710  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0710
 QO0710                         *CURRENT SURVEY CONTROL
 QO0710  ___________________________________________________________________
 QO0710* NAD 83(1986)-  45 03 59.     (N)    093 11 41.     (W)     SCALED    
 QO0710* NAVD 88     -       272.218  (meters)     893.10   (feet)  ADJUSTED  
 QO0710  ___________________________________________________________________
 QO0710  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 QO0710  DYNAMIC HT  -         272.212 (meters)     893.08  (feet)  COMP
 QO0710  MODELED GRAV-     980,586.7   (mgal)                       NAVD 88
 QO0710
 QO0710  VERT ORDER  -  SECOND    CLASS 0
 QO0710
 QO0710.The horizontal coordinates were scaled from a topographic map and have
 QO0710.an estimated accuracy of +/- 6 seconds.
 QO0710
 QO0710.The orthometric height was determined by differential leveling
 QO0710.and adjusted by the National Geodetic Survey in June 1991..
 QO0710
 QO0710.Photographs are available for this station.
 QO0710
 QO0710.The geoid height was determined by GEOID03.
 QO0710
 QO0710.The dynamic height is computed by dividing the NAVD 88
 QO0710.geopotential number by the normal gravity value computed on the
 QO0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0710.degrees latitude (g = 980.6199 gals.).
 QO0710
 QO0710.The modeled gravity was interpolated from observed gravity values.
 QO0710
 QO0710;                    North         East    Units  Estimated Accuracy
 QO0710;SPC MN S     -   329,920.      863,420.      MT  (+/- 180 meters Scaled)
 QO0710
 QO0710                          SUPERSEDED SURVEY CONTROL
 QO0710
 QO0710  NGVD 29 (??/??/92)  272.165  (m)          892.93   (f) ADJ UNCH    2 0
 QO0710
 QO0710.Superseded values are not recommended for survey control.
 QO0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0710.See file dsdata.txt to determine how the superseded data were derived.
 QO0710
 QO0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK846903(NAD 83)
 QO0710_MARKER: DB = BENCH MARK DISK
 QO0710_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0710_SP_SET: BRIDGE ABUTMENT
 QO0710_STAMPING: 6285-C 1966
 QO0710_MARK LOGO: MNDT  
 QO0710_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0710+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 QO0710
 QO0710  HISTORY     - Date     Condition        Report By
 QO0710  HISTORY     - 1966     MONUMENTED       MNDT
 QO0710  HISTORY     - 1976     GOOD             MNDT
 QO0710  HISTORY     - 1985     POOR             USPSQD
 QO0710  HISTORY     - 19920822 GOOD             USPSQD
 QO0710  HISTORY     - 20030714 GOOD             MNDT
 QO0710
 QO0710                          STATION DESCRIPTION
 QO0710
 QO0710'DESCRIBED BY MN DEPT OF TRANSP 1966
 QO0710'IN NEW BRIGHTON.
 QO0710'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9390, MINNESOTA
 QO0710'TRANSFER RAILWAY OVER FAI 694 ABOUT 0.4 MILES WEST OF FAI 35-W.  SE
 QO0710'1/4 SECTION 20, T 30N, R 23W.
 QO0710
 QO0710                          STATION RECOVERY (1976)
 QO0710
 QO0710'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 QO0710'THE MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 9390,
 QO0710'MINNESOTA TRANSFER RAILROAD OVER FAI 694, ABOUT 0.4 MILE WEST OF FAI
 QO0710'35W.
 QO0710
 QO0710                          STATION RECOVERY (1985)
 QO0710
 QO0710'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0710'MARK RECOVERED IN POOR CONDITION.
 QO0710
 QO0710                          STATION RECOVERY (1992)
 QO0710
 QO0710'RECOVERY NOTE BY US POWER SQUADRON 1992 (TJZ)
 QO0710'RECOVERED IN GOOD CONDITION.
 QO0710
 QO0710                          STATION RECOVERY (2003)
 QO0710
 QO0710'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0710'AT NEW BRIGHTON, IN SOUTHEAST CORNER OF RAILROAD BRIDGE 9390 OVER
 QO0710'INTERSTATE HIGHWAY 694, 0.4 MILES WEST OF INTERSTATE HIGHWAY 35W, IN
 QO0710'1993 DISK WAS FOUND IN TOP OF ABUTMENT RAILING-CONCAVE SHAPED AND
 QO0710'BATTERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0711 ***********************************************************************
 QO0711  DESIGNATION -  6285 D
 QO0711  PID         -  QO0711
 QO0711  STATE/COUNTY-  MN/RAMSEY
 QO0711  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0711
 QO0711                         *CURRENT SURVEY CONTROL
 QO0711  ___________________________________________________________________
 QO0711* NAD 83(1986)-  45 03 59.     (N)    093 11 33.     (W)     SCALED    
 QO0711* NAVD 88     -       272.704  (meters)     894.70   (feet)  ADJUSTED  
 QO0711  ___________________________________________________________________
 QO0711  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 QO0711  DYNAMIC HT  -         272.698 (meters)     894.68  (feet)  COMP
 QO0711  MODELED GRAV-     980,586.6   (mgal)                       NAVD 88
 QO0711
 QO0711  VERT ORDER  -  SECOND    CLASS 0
 QO0711
 QO0711.The horizontal coordinates were scaled from a topographic map and have
 QO0711.an estimated accuracy of +/- 6 seconds.
 QO0711
 QO0711.The orthometric height was determined by differential leveling
 QO0711.and adjusted by the National Geodetic Survey in June 1991..
 QO0711
 QO0711.Photographs are available for this station.
 QO0711
 QO0711.The geoid height was determined by GEOID03.
 QO0711
 QO0711.The dynamic height is computed by dividing the NAVD 88
 QO0711.geopotential number by the normal gravity value computed on the
 QO0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0711.degrees latitude (g = 980.6199 gals.).
 QO0711
 QO0711.The modeled gravity was interpolated from observed gravity values.
 QO0711
 QO0711;                    North         East    Units  Estimated Accuracy
 QO0711;SPC MN S     -   329,920.      863,590.      MT  (+/- 180 meters Scaled)
 QO0711
 QO0711                          SUPERSEDED SURVEY CONTROL
 QO0711
 QO0711  NGVD 29 (??/??/92)  272.651  (m)          894.52   (f) ADJ UNCH    2 0
 QO0711
 QO0711.Superseded values are not recommended for survey control.
 QO0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0711.See file dsdata.txt to determine how the superseded data were derived.
 QO0711
 QO0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK848903(NAD 83)
 QO0711_MARKER: DB = BENCH MARK DISK
 QO0711_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0711_SP_SET: BRIDGE ABUTMENT
 QO0711_STAMPING: 6285-D 1966
 QO0711_MARK LOGO: MNDT  
 QO0711_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0711+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2003
 QO0711
 QO0711  HISTORY     - Date     Condition        Report By
 QO0711  HISTORY     - 1966     MONUMENTED       MNDT
 QO0711  HISTORY     - 1984     GOOD             USPSQD
 QO0711  HISTORY     - 1989     GOOD             USPSQD
 QO0711  HISTORY     - 20030714 GOOD             MNDT
 QO0711
 QO0711                          STATION DESCRIPTION
 QO0711
 QO0711'DESCRIBED BY MN DEPT OF TRANSP 1966
 QO0711'IN NEW BRIGHTON.
 QO0711'MARK IS LOCATED IN THE SOUTHEAST OF BRIDGE NO. 9389, FOREST LAKE ROAD
 QO0711'(OLD TH 8) OVER FAI 694, ABOUT 0.3 MILES WEST OF FAI 35-W.  SE 1/4
 QO0711'SECTION 20, T 30N, R 23W.
 QO0711
 QO0711                          STATION RECOVERY (1984)
 QO0711
 QO0711'RECOVERY NOTE BY US POWER SQUADRON 1984
 QO0711'RECOVERED IN GOOD CONDITION.
 QO0711
 QO0711                          STATION RECOVERY (1989)
 QO0711
 QO0711'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 QO0711'RECOVERED IN GOOD CONDITION.
 QO0711
 QO0711                          STATION RECOVERY (2003)
 QO0711
 QO0711'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0711'AT NEW BRIGHTON, 0.3 MILES WEST OF JUNCTION INTERSTATE HIGHWAY 694 AND
 QO0711'INTERSTATE HIGHWAY 35W, IN SOUTHEAST CORNER OF 5TH AVENUE NORTHWEST
 QO0711'(OLD TRUNK HIGHWAY 8) BRIDGE 9389 OVER INTERSTATE HIGHWAY 694
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0669 ***********************************************************************
 QO0669  DESIGNATION -  6285 E
 QO0669  PID         -  QO0669
 QO0669  STATE/COUNTY-  MN/RAMSEY
 QO0669  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0669
 QO0669                         *CURRENT SURVEY CONTROL
 QO0669  ___________________________________________________________________
 QO0669* NAD 83(1986)-  45 04 01.     (N)    093 11 07.     (W)     SCALED    
 QO0669* NAVD 88     -       273.695  (meters)     897.95   (feet)  ADJUSTED  
 QO0669  ___________________________________________________________________
 QO0669  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 QO0669  DYNAMIC HT  -         273.689 (meters)     897.93  (feet)  COMP
 QO0669  MODELED GRAV-     980,586.6   (mgal)                       NAVD 88
 QO0669
 QO0669  VERT ORDER  -  SECOND    CLASS 0
 QO0669
 QO0669.The horizontal coordinates were scaled from a topographic map and have
 QO0669.an estimated accuracy of +/- 6 seconds.
 QO0669
 QO0669.The orthometric height was determined by differential leveling
 QO0669.and adjusted by the National Geodetic Survey in June 1991..
 QO0669
 QO0669.Photographs are available for this station.
 QO0669
 QO0669.The geoid height was determined by GEOID03.
 QO0669
 QO0669.The dynamic height is computed by dividing the NAVD 88
 QO0669.geopotential number by the normal gravity value computed on the
 QO0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0669.degrees latitude (g = 980.6199 gals.).
 QO0669
 QO0669.The modeled gravity was interpolated from observed gravity values.
 QO0669
 QO0669;                    North         East    Units  Estimated Accuracy
 QO0669;SPC MN S     -   329,990.      864,160.      MT  (+/- 180 meters Scaled)
 QO0669
 QO0669                          SUPERSEDED SURVEY CONTROL
 QO0669
 QO0669  NGVD 29 (??/??/92)  273.642  (m)          897.77   (f) ADJ UNCH    2 0
 QO0669
 QO0669.Superseded values are not recommended for survey control.
 QO0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0669.See file dsdata.txt to determine how the superseded data were derived.
 QO0669
 QO0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK854904(NAD 83)
 QO0669_MARKER: DD = SURVEY DISK
 QO0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0669_SP_SET: BRIDGE
 QO0669_STAMPING: 6285-E 1966
 QO0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0669
 QO0669  HISTORY     - Date     Condition        Report By
 QO0669  HISTORY     - 1966     MONUMENTED       MNDT
 QO0669  HISTORY     - 1969     GOOD             MNDT
 QO0669  HISTORY     - 1976     GOOD             MNDT
 QO0669  HISTORY     - 1989     GOOD             USPSQD
 QO0669  HISTORY     - 19920823 GOOD             USPSQD
 QO0669
 QO0669                          STATION DESCRIPTION
 QO0669
 QO0669'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0669'IN NEW BRIGHTON.
 QO0669'IN THE SOUTHEAST CORNER OF BRIDGE NO. 9602, FAI 694 EASTBOUND OVER FAI
 QO0669'35W. SW 1/4, SEC 21, T30N, R23W.
 QO0669
 QO0669                          STATION RECOVERY (1976)
 QO0669
 QO0669'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 QO0669'THE MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 9602,
 QO0669'FAI 694 EASTBOUND OVER FAI 35W.
 QO0669
 QO0669                          STATION RECOVERY (1989)
 QO0669
 QO0669'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 QO0669'RECOVERED IN GOOD CONDITION.
 QO0669
 QO0669                          STATION RECOVERY (1992)
 QO0669
 QO0669'RECOVERY NOTE BY US POWER SQUADRON 1992 (TJZ)
 QO0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0715 ***********************************************************************
 QO0715  DESIGNATION -  6285 F
 QO0715  PID         -  QO0715
 QO0715  STATE/COUNTY-  MN/RAMSEY
 QO0715  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0715
 QO0715                         *CURRENT SURVEY CONTROL
 QO0715  ___________________________________________________________________
 QO0715* NAD 83(1986)-  45 03 58.     (N)    093 09 56.     (W)     SCALED    
 QO0715* NAVD 88     -       280.462  (meters)     920.15   (feet)  ADJUSTED  
 QO0715  ___________________________________________________________________
 QO0715  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 QO0715  DYNAMIC HT  -         280.455 (meters)     920.13  (feet)  COMP
 QO0715  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 QO0715
 QO0715  VERT ORDER  -  SECOND    CLASS 0
 QO0715
 QO0715.The horizontal coordinates were scaled from a topographic map and have
 QO0715.an estimated accuracy of +/- 6 seconds.
 QO0715
 QO0715.The orthometric height was determined by differential leveling
 QO0715.and adjusted by the National Geodetic Survey in June 1991..
 QO0715
 QO0715.The geoid height was determined by GEOID03.
 QO0715
 QO0715.The dynamic height is computed by dividing the NAVD 88
 QO0715.geopotential number by the normal gravity value computed on the
 QO0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0715.degrees latitude (g = 980.6199 gals.).
 QO0715
 QO0715.The modeled gravity was interpolated from observed gravity values.
 QO0715
 QO0715;                    North         East    Units  Estimated Accuracy
 QO0715;SPC MN S     -   329,910.      865,720.      MT  (+/- 180 meters Scaled)
 QO0715
 QO0715                          SUPERSEDED SURVEY CONTROL
 QO0715
 QO0715  NGVD 29 (??/??/92)  280.410  (m)          919.98   (f) ADJ UNCH    2 0
 QO0715
 QO0715.Superseded values are not recommended for survey control.
 QO0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0715.See file dsdata.txt to determine how the superseded data were derived.
 QO0715
 QO0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK869903(NAD 83)
 QO0715_MARKER: DD = SURVEY DISK
 QO0715_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0715_SP_SET: BRIDGE
 QO0715_STAMPING: 6285-F 1969
 QO0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0715+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2005
 QO0715
 QO0715  HISTORY     - Date     Condition        Report By
 QO0715  HISTORY     - 1969     MONUMENTED       MNDT
 QO0715  HISTORY     - 19920822 GOOD             USPSQD
 QO0715  HISTORY     - 20050308 GOOD             USPSQD
 QO0715
 QO0715                          STATION DESCRIPTION
 QO0715
 QO0715'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0715'IN ARDEN HILLS.
 QO0715'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9310, WESTBOUND
 QO0715'FAI 694 OVER T.H. 10.  SW 1/4 SECTION 22, T 30N, R 23W.
 QO0715
 QO0715                          STATION RECOVERY (1992)
 QO0715
 QO0715'RECOVERY NOTE BY US POWER SQUADRON 1992 (TJZ)
 QO0715'RECOVERED IN GOOD CONDITION.
 QO0715
 QO0715                          STATION RECOVERY (2005)
 QO0715
 QO0715'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0716 ***********************************************************************
 QO0716  DESIGNATION -  6285 G
 QO0716  PID         -  QO0716
 QO0716  STATE/COUNTY-  MN/RAMSEY
 QO0716  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0716
 QO0716                         *CURRENT SURVEY CONTROL
 QO0716  ___________________________________________________________________
 QO0716* NAD 83(1986)-  45 03 42.     (N)    093 09 29.     (W)     SCALED    
 QO0716* NAVD 88     -       296.207  (meters)     971.81   (feet)  ADJUSTED  
 QO0716  ___________________________________________________________________
 QO0716  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 QO0716  DYNAMIC HT  -         296.201 (meters)     971.79  (feet)  COMP
 QO0716  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 QO0716
 QO0716  VERT ORDER  -  SECOND    CLASS 0
 QO0716
 QO0716.The horizontal coordinates were scaled from a topographic map and have
 QO0716.an estimated accuracy of +/- 6 seconds.
 QO0716
 QO0716.The orthometric height was determined by differential leveling
 QO0716.and adjusted by the National Geodetic Survey in June 1991..
 QO0716
 QO0716.Photographs are available for this station.
 QO0716
 QO0716.The geoid height was determined by GEOID03.
 QO0716
 QO0716.The dynamic height is computed by dividing the NAVD 88
 QO0716.geopotential number by the normal gravity value computed on the
 QO0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0716.degrees latitude (g = 980.6199 gals.).
 QO0716
 QO0716.The modeled gravity was interpolated from observed gravity values.
 QO0716
 QO0716;                    North         East    Units  Estimated Accuracy
 QO0716;SPC MN S     -   329,420.      866,310.      MT  (+/- 180 meters Scaled)
 QO0716
 QO0716                          SUPERSEDED SURVEY CONTROL
 QO0716
 QO0716  NGVD 29 (??/??/92)  296.156  (m)          971.64   (f) ADJ UNCH    2 0
 QO0716
 QO0716.Superseded values are not recommended for survey control.
 QO0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0716.See file dsdata.txt to determine how the superseded data were derived.
 QO0716
 QO0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK875898(NAD 83)
 QO0716_MARKER: DB = BENCH MARK DISK
 QO0716_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0716_SP_SET: BRIDGE ABUTMENT
 QO0716_STAMPING: 6285 G 1969
 QO0716_MARK LOGO: MNDT  
 QO0716_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0716+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 QO0716
 QO0716  HISTORY     - Date     Condition        Report By
 QO0716  HISTORY     - 1969     MONUMENTED       MNDT
 QO0716  HISTORY     - 1984     GOOD             USPSQD
 QO0716  HISTORY     - 19920822 GOOD             USPSQD
 QO0716  HISTORY     - 19960624 GOOD             MNDT
 QO0716
 QO0716                          STATION DESCRIPTION
 QO0716
 QO0716'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0716'IN ARDEN HILLS.
 QO0716'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9301, FAI 694
 QO0716'EASTBOUND OVER SOUTHBOUND HAMLINE AVENUE.  N 1/4 SECTION 27, T 30N, R
 QO0716'23W.
 QO0716
 QO0716                          STATION RECOVERY (1984)
 QO0716
 QO0716'RECOVERY NOTE BY US POWER SQUADRON 1984
 QO0716'RECOVERED IN GOOD CONDITION.
 QO0716
 QO0716                          STATION RECOVERY (1992)
 QO0716
 QO0716'RECOVERY NOTE BY US POWER SQUADRON 1992 (TJZ)
 QO0716'RECOVERED IN GOOD CONDITION.
 QO0716
 QO0716                          STATION RECOVERY (1996)
 QO0716
 QO0716'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 QO0716'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0720 ***********************************************************************
 QO0720  DESIGNATION -  6285 G 1
 QO0720  PID         -  QO0720
 QO0720  STATE/COUNTY-  MN/RAMSEY
 QO0720  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0720
 QO0720                         *CURRENT SURVEY CONTROL
 QO0720  ___________________________________________________________________
 QO0720* NAD 83(1986)-  45 03 40.     (N)    093 09 22.     (W)     SCALED    
 QO0720* NAVD 88     -       296.006  (meters)     971.15   (feet)  ADJUSTED  
 QO0720  ___________________________________________________________________
 QO0720  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 QO0720  DYNAMIC HT  -         295.999 (meters)     971.12  (feet)  COMP
 QO0720  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 QO0720
 QO0720  VERT ORDER  -  SECOND    CLASS 0
 QO0720
 QO0720.The horizontal coordinates were scaled from a topographic map and have
 QO0720.an estimated accuracy of +/- 6 seconds.
 QO0720
 QO0720.The orthometric height was determined by differential leveling
 QO0720.and adjusted by the National Geodetic Survey in September 1998..
 QO0720
 QO0720.Photographs are available for this station.
 QO0720
 QO0720.The geoid height was determined by GEOID03.
 QO0720
 QO0720.The dynamic height is computed by dividing the NAVD 88
 QO0720.geopotential number by the normal gravity value computed on the
 QO0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0720.degrees latitude (g = 980.6199 gals.).
 QO0720
 QO0720.The modeled gravity was interpolated from observed gravity values.
 QO0720
 QO0720;                    North         East    Units  Estimated Accuracy
 QO0720;SPC MN S     -   329,360.      866,460.      MT  (+/- 180 meters Scaled)
 QO0720
 QO0720                          SUPERSEDED SURVEY CONTROL
 QO0720
 QO0720  NAVD 88 (06/15/91)  296.009  (m)          971.16   (f) UNKNOWN     2 0
 QO0720  NGVD 29 (??/??/92)  295.958  (m)          970.99   (f) ADJ UNCH    2 0
 QO0720
 QO0720.Superseded values are not recommended for survey control.
 QO0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0720.See file dsdata.txt to determine how the superseded data were derived.
 QO0720
 QO0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK877897(NAD 83)
 QO0720_MARKER: DB = BENCH MARK DISK
 QO0720_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0720_SP_SET: BRIDGE ABUTMENT
 QO0720_STAMPING: 6285 G 1 1969
 QO0720_MARK LOGO: MNDT  
 QO0720_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0720+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 QO0720
 QO0720  HISTORY     - Date     Condition        Report By
 QO0720  HISTORY     - 1969     MONUMENTED       MNDT
 QO0720  HISTORY     - 1984     GOOD             USPSQD
 QO0720  HISTORY     - 19920822 GOOD             USPSQD
 QO0720  HISTORY     - 19960624 GOOD             MNDT
 QO0720
 QO0720                          STATION DESCRIPTION
 QO0720
 QO0720'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0720'IN ARDEN HILLS.
 QO0720'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9302, EASTBOUND
 QO0720'694 OVER NORTHBOUND HAMLINE AVENUE.  N 1/4 SECTION 27, T 30N, R 23W.
 QO0720
 QO0720                          STATION RECOVERY (1984)
 QO0720
 QO0720'RECOVERY NOTE BY US POWER SQUADRON 1984
 QO0720'RECOVERED IN GOOD CONDITION.
 QO0720
 QO0720                          STATION RECOVERY (1992)
 QO0720
 QO0720'RECOVERY NOTE BY US POWER SQUADRON 1992 (TJZ)
 QO0720'RECOVERED IN GOOD CONDITION.
 QO0720
 QO0720                          STATION RECOVERY (1996)
 QO0720
 QO0720'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 QO0720'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0722 ***********************************************************************
 QO0722  DESIGNATION -  6285 G 2
 QO0722  PID         -  QO0722
 QO0722  STATE/COUNTY-  MN/RAMSEY
 QO0722  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0722
 QO0722                         *CURRENT SURVEY CONTROL
 QO0722  ___________________________________________________________________
 QO0722* NAD 83(1986)-  45 03 48.     (N)    093 09 29.     (W)     SCALED    
 QO0722* NAVD 88     -       294.402  (meters)     965.88   (feet)  ADJUSTED  
 QO0722  ___________________________________________________________________
 QO0722  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 QO0722  DYNAMIC HT  -         294.396 (meters)     965.86  (feet)  COMP
 QO0722  MODELED GRAV-     980,586.0   (mgal)                       NAVD 88
 QO0722
 QO0722  VERT ORDER  -  SECOND    CLASS 0
 QO0722
 QO0722.The horizontal coordinates were scaled from a topographic map and have
 QO0722.an estimated accuracy of +/- 6 seconds.
 QO0722
 QO0722.The orthometric height was determined by differential leveling
 QO0722.and adjusted by the National Geodetic Survey in June 1991..
 QO0722
 QO0722.Photographs are available for this station.
 QO0722
 QO0722.The geoid height was determined by GEOID03.
 QO0722
 QO0722.The dynamic height is computed by dividing the NAVD 88
 QO0722.geopotential number by the normal gravity value computed on the
 QO0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0722.degrees latitude (g = 980.6199 gals.).
 QO0722
 QO0722.The modeled gravity was interpolated from observed gravity values.
 QO0722
 QO0722;                    North         East    Units  Estimated Accuracy
 QO0722;SPC MN S     -   329,610.      866,310.      MT  (+/- 180 meters Scaled)
 QO0722
 QO0722                          SUPERSEDED SURVEY CONTROL
 QO0722
 QO0722  NGVD 29 (??/??/92)  294.352  (m)          965.72   (f) ADJ UNCH    2 0
 QO0722
 QO0722.Superseded values are not recommended for survey control.
 QO0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0722.See file dsdata.txt to determine how the superseded data were derived.
 QO0722
 QO0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK875899(NAD 83)
 QO0722_MARKER: DB = BENCH MARK DISK
 QO0722_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0722_SP_SET: BRIDGE ABUTMENT
 QO0722_STAMPING: 6285 G 2 1969
 QO0722_MARK LOGO: MNDT  
 QO0722_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0722+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996
 QO0722
 QO0722  HISTORY     - Date     Condition        Report By
 QO0722  HISTORY     - 1969     MONUMENTED       MNDT
 QO0722  HISTORY     - 1969     GOOD             MNDT
 QO0722  HISTORY     - 19960624 GOOD             MNDT
 QO0722
 QO0722                          STATION DESCRIPTION
 QO0722
 QO0722'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0722'IN ARDEN HILLS.
 QO0722'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9447, WESTBOUND
 QO0722'FAI 694 UNDER SOUTHBOUND HAMLINE AVENUE.  N 1/4 SECTION 27, T 30N, R
 QO0722'23W.
 QO0722
 QO0722                          STATION RECOVERY (1996)
 QO0722
 QO0722'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 QO0722'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0721 ***********************************************************************
 QO0721  DESIGNATION -  6285 G 3
 QO0721  PID         -  QO0721
 QO0721  STATE/COUNTY-  MN/RAMSEY
 QO0721  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0721
 QO0721                         *CURRENT SURVEY CONTROL
 QO0721  ___________________________________________________________________
 QO0721* NAD 83(1986)-  45 03 45.     (N)    093 09 21.     (W)     SCALED    
 QO0721* NAVD 88     -       294.434  (meters)     965.99   (feet)  ADJUSTED  
 QO0721  ___________________________________________________________________
 QO0721  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 QO0721  DYNAMIC HT  -         294.428 (meters)     965.97  (feet)  COMP
 QO0721  MODELED GRAV-     980,586.0   (mgal)                       NAVD 88
 QO0721
 QO0721  VERT ORDER  -  SECOND    CLASS 0
 QO0721
 QO0721.The horizontal coordinates were scaled from a topographic map and have
 QO0721.an estimated accuracy of +/- 6 seconds.
 QO0721
 QO0721.The orthometric height was determined by differential leveling
 QO0721.and adjusted by the National Geodetic Survey in June 1991..
 QO0721
 QO0721.Photographs are available for this station.
 QO0721
 QO0721.The geoid height was determined by GEOID03.
 QO0721
 QO0721.The dynamic height is computed by dividing the NAVD 88
 QO0721.geopotential number by the normal gravity value computed on the
 QO0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0721.degrees latitude (g = 980.6199 gals.).
 QO0721
 QO0721.The modeled gravity was interpolated from observed gravity values.
 QO0721
 QO0721;                    North         East    Units  Estimated Accuracy
 QO0721;SPC MN S     -   329,520.      866,480.      MT  (+/- 180 meters Scaled)
 QO0721
 QO0721                          SUPERSEDED SURVEY CONTROL
 QO0721
 QO0721  NGVD 29 (??/??/92)  294.384  (m)          965.82   (f) ADJ UNCH    2 0
 QO0721
 QO0721.Superseded values are not recommended for survey control.
 QO0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0721.See file dsdata.txt to determine how the superseded data were derived.
 QO0721
 QO0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK877899(NAD 83)
 QO0721_MARKER: DD = SURVEY DISK
 QO0721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0721_SP_SET: BRIDGE
 QO0721_STAMPING: 6285-G3 1969
 QO0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0721
 QO0721  HISTORY     - Date     Condition        Report By
 QO0721  HISTORY     - 1969     MONUMENTED       MNDT
 QO0721  HISTORY     - 1984     GOOD             USPSQD
 QO0721  HISTORY     - 19920822 GOOD             USPSQD
 QO0721
 QO0721                          STATION DESCRIPTION
 QO0721
 QO0721'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0721'IN ARDEN HILLS.
 QO0721'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9448, WESTBOUND
 QO0721'FAI 694, UNDER NORTHBOUND HAMLINE AVENUE.  N 1/4 SECTION 27, T 30N, R
 QO0721'23W.
 QO0721
 QO0721                          STATION RECOVERY (1984)
 QO0721
 QO0721'RECOVERY NOTE BY US POWER SQUADRON 1984
 QO0721'RECOVERED IN GOOD CONDITION.
 QO0721
 QO0721                          STATION RECOVERY (1992)
 QO0721
 QO0721'RECOVERY NOTE BY US POWER SQUADRON 1992 (TJZ)
 QO0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0723 ***********************************************************************
 QO0723  DESIGNATION -  6285 H
 QO0723  PID         -  QO0723
 QO0723  STATE/COUNTY-  MN/RAMSEY
 QO0723  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0723
 QO0723                         *CURRENT SURVEY CONTROL
 QO0723  ___________________________________________________________________
 QO0723* NAD 83(1986)-  45 03 35.     (N)    093 08 49.     (W)     SCALED    
 QO0723* NAVD 88     -       291.209  (meters)     955.41   (feet)  ADJUSTED  
 QO0723  ___________________________________________________________________
 QO0723  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 QO0723  DYNAMIC HT  -         291.203 (meters)     955.39  (feet)  COMP
 QO0723  MODELED GRAV-     980,585.7   (mgal)                       NAVD 88
 QO0723
 QO0723  VERT ORDER  -  SECOND    CLASS 0
 QO0723
 QO0723.The horizontal coordinates were scaled from a topographic map and have
 QO0723.an estimated accuracy of +/- 6 seconds.
 QO0723
 QO0723.The orthometric height was determined by differential leveling
 QO0723.and adjusted by the National Geodetic Survey in June 1991..
 QO0723
 QO0723.Photographs are available for this station.
 QO0723
 QO0723.The geoid height was determined by GEOID03.
 QO0723
 QO0723.The dynamic height is computed by dividing the NAVD 88
 QO0723.geopotential number by the normal gravity value computed on the
 QO0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0723.degrees latitude (g = 980.6199 gals.).
 QO0723
 QO0723.The modeled gravity was interpolated from observed gravity values.
 QO0723
 QO0723;                    North         East    Units  Estimated Accuracy
 QO0723;SPC MN S     -   329,210.      867,190.      MT  (+/- 180 meters Scaled)
 QO0723
 QO0723                          SUPERSEDED SURVEY CONTROL
 QO0723
 QO0723  NGVD 29 (??/??/92)  291.159  (m)          955.24   (f) ADJ UNCH    2 0
 QO0723
 QO0723.Superseded values are not recommended for survey control.
 QO0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0723.See file dsdata.txt to determine how the superseded data were derived.
 QO0723
 QO0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK884895(NAD 83)
 QO0723_MARKER: DD = SURVEY DISK
 QO0723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0723_SP_SET: BRIDGE
 QO0723_STAMPING: 6285 - H 1969
 QO0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0723
 QO0723  HISTORY     - Date     Condition        Report By
 QO0723  HISTORY     - 1969     MONUMENTED       MNDT
 QO0723  HISTORY     - 1985     GOOD             USPSQD
 QO0723  HISTORY     - 19920822 MARK NOT FOUND   USPSQD
 QO0723  HISTORY     - 19920823 MARK NOT FOUND   USPSQD
 QO0723  HISTORY     - 20040720 MARK NOT FOUND   USPSQD
 QO0723
 QO0723                          STATION DESCRIPTION
 QO0723
 QO0723'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0723'IN ARDEN HILLS.
 QO0723'MARK IS LOCATED IN THE EAST LIMITS OF ARDEN HILLS, IN THE NORTHEAST
 QO0723'CORNER OF BRIDGE NO. 9087, LEXINGTON AVENUE OVER FAI 694.  NW 1/4
 QO0723'SECTION 27, T 30N, R 23W.
 QO0723
 QO0723                          STATION RECOVERY (1985)
 QO0723
 QO0723'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0723'RECOVERED IN GOOD CONDITION.
 QO0723
 QO0723                          STATION RECOVERY (1992)
 QO0723
 QO0723'RECOVERY NOTE BY US POWER SQUADRON 1992 (TJZ)
 QO0723'MARK NOT FOUND.
 QO0723
 QO0723                          STATION RECOVERY (1992)
 QO0723
 QO0723'RECOVERY NOTE BY US POWER SQUADRON 1992 (TJZ)
 QO0723'MARK NOT FOUND.
 QO0723
 QO0723                          STATION RECOVERY (2004)
 QO0723
 QO0723'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO0723'THERE IS EVIDENCE THE MARK HAS BEEN DESTROYED.  A BRIDGE THAT APPEARS
 QO0723'TO BE NEWER IS IN LOCATION DESCRIBED (LEXINGTON AVENUE OVER FAI 694).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0724 ***********************************************************************
 QO0724  DESIGNATION -  6285 J
 QO0724  PID         -  QO0724
 QO0724  STATE/COUNTY-  MN/RAMSEY
 QO0724  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0724
 QO0724                         *CURRENT SURVEY CONTROL
 QO0724  ___________________________________________________________________
 QO0724* NAD 83(1986)-  45 03 23.     (N)    093 08 03.     (W)     SCALED    
 QO0724* NAVD 88     -       291.510  (meters)     956.40   (feet)  ADJUSTED  
 QO0724  ___________________________________________________________________
 QO0724  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 QO0724  DYNAMIC HT  -         291.503 (meters)     956.37  (feet)  COMP
 QO0724  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 QO0724
 QO0724  VERT ORDER  -  SECOND    CLASS 0
 QO0724
 QO0724.The horizontal coordinates were scaled from a topographic map and have
 QO0724.an estimated accuracy of +/- 6 seconds.
 QO0724
 QO0724.The orthometric height was determined by differential leveling
 QO0724.and adjusted by the National Geodetic Survey in June 1991..
 QO0724
 QO0724.The geoid height was determined by GEOID03.
 QO0724
 QO0724.The dynamic height is computed by dividing the NAVD 88
 QO0724.geopotential number by the normal gravity value computed on the
 QO0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0724.degrees latitude (g = 980.6199 gals.).
 QO0724
 QO0724.The modeled gravity was interpolated from observed gravity values.
 QO0724
 QO0724;                    North         East    Units  Estimated Accuracy
 QO0724;SPC MN S     -   328,850.      868,200.      MT  (+/- 180 meters Scaled)
 QO0724
 QO0724                          SUPERSEDED SURVEY CONTROL
 QO0724
 QO0724  NGVD 29 (??/??/92)  291.461  (m)          956.24   (f) ADJ UNCH    2 0
 QO0724
 QO0724.Superseded values are not recommended for survey control.
 QO0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0724.See file dsdata.txt to determine how the superseded data were derived.
 QO0724
 QO0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK894892(NAD 83)
 QO0724_MARKER: DB = BENCH MARK DISK
 QO0724_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0724_SP_SET: BRIDGE ABUTMENT
 QO0724_STAMPING: 6285 J 1969
 QO0724_MARK LOGO: MNDT  
 QO0724_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0724+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 QO0724
 QO0724  HISTORY     - Date     Condition        Report By
 QO0724  HISTORY     - 1969     MONUMENTED       MNDT
 QO0724  HISTORY     - 20030731 GOOD             MNDT
 QO0724  HISTORY     - 20040720 GOOD             USPSQD
 QO0724
 QO0724                          STATION DESCRIPTION
 QO0724
 QO0724'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0724'IN SHOREVIEW.
 QO0724'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9345, A FRONTAGE
 QO0724'ROAD OVER ISLAND LAKE CREEK, ABOUT 200 FEET SOUTH OF FAI 694
 QO0724'EASTBOUND.  NEAR THE CENTER OF SECTION 26, T 30N, R 23W.
 QO0724
 QO0724                          STATION RECOVERY (2003)
 QO0724
 QO0724'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0724'AT SHOREVIEW, IN SOUTHEAST CORNER OF SOUTH FRONTAGE ROAD BRIDGE 9345
 QO0724'OVER ISLAND LAKE CREEK, 200 FEET SOUTH OF EASTBOUND INTERSTATE HIGHWAY
 QO0724'694, WEST OF VICTORIA ST
 QO0724
 QO0724                          STATION RECOVERY (2004)
 QO0724
 QO0724'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0730 ***********************************************************************
 QO0730  DESIGNATION -  6285 L
 QO0730  PID         -  QO0730
 QO0730  STATE/COUNTY-  MN/RAMSEY
 QO0730  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0730
 QO0730                         *CURRENT SURVEY CONTROL
 QO0730  ___________________________________________________________________
 QO0730* NAD 83(1986)-  45 02 50.     (N)    093 06 39.     (W)     SCALED    
 QO0730* NAVD 88     -       278.961  (meters)     915.22   (feet)  ADJUSTED  
 QO0730  ___________________________________________________________________
 QO0730  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 QO0730  DYNAMIC HT  -         278.954 (meters)     915.20  (feet)  COMP
 QO0730  MODELED GRAV-     980,585.1   (mgal)                       NAVD 88
 QO0730
 QO0730  VERT ORDER  -  SECOND    CLASS 0
 QO0730
 QO0730.The horizontal coordinates were scaled from a topographic map and have
 QO0730.an estimated accuracy of +/- 6 seconds.
 QO0730
 QO0730.The orthometric height was determined by differential leveling
 QO0730.and adjusted by the National Geodetic Survey in June 1991..
 QO0730
 QO0730.The geoid height was determined by GEOID03.
 QO0730
 QO0730.The dynamic height is computed by dividing the NAVD 88
 QO0730.geopotential number by the normal gravity value computed on the
 QO0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0730.degrees latitude (g = 980.6199 gals.).
 QO0730
 QO0730.The modeled gravity was interpolated from observed gravity values.
 QO0730
 QO0730;                    North         East    Units  Estimated Accuracy
 QO0730;SPC MN S     -   327,860.      870,050.      MT  (+/- 180 meters Scaled)
 QO0730
 QO0730                          SUPERSEDED SURVEY CONTROL
 QO0730
 QO0730  NGVD 29 (??/??/92)  278.915  (m)          915.07   (f) ADJ UNCH    2 0
 QO0730
 QO0730.Superseded values are not recommended for survey control.
 QO0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0730.See file dsdata.txt to determine how the superseded data were derived.
 QO0730
 QO0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK912882(NAD 83)
 QO0730_MARKER: DB = BENCH MARK DISK
 QO0730_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0730_SP_SET: BRIDGE ABUTMENT
 QO0730_STAMPING: 6285 L 1969
 QO0730_MARK LOGO: MNDT  
 QO0730_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0730+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 QO0730
 QO0730  HISTORY     - Date     Condition        Report By
 QO0730  HISTORY     - 1969     MONUMENTED       MNDT
 QO0730  HISTORY     - 19920823 GOOD             USPSQD
 QO0730  HISTORY     - 20030731 GOOD             MNDT
 QO0730
 QO0730                          STATION DESCRIPTION
 QO0730
 QO0730'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0730'IN SHOREVIEW.
 QO0730'MARK IS LOCATED IN THE NORTHEAST CORNER OF BRIDGE 6582, MINNEAPOLIS,
 QO0730'ST. PAUL, AND SAULT ST. MARIE RAILROAD OVER FAI 694, 0.6 MILES WEST OF
 QO0730'RICE STREET.  SE 1/4 SECTION 25, T 30N, R 23W.
 QO0730
 QO0730                          STATION RECOVERY (1992)
 QO0730
 QO0730'RECOVERY NOTE BY US POWER SQUADRON 1992 (TJZ)
 QO0730'RECOVERED IN GOOD CONDITION.
 QO0730
 QO0730                          STATION RECOVERY (2003)
 QO0730
 QO0730'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0730'AT SHOREVIEW, 0.6 MILES WEST OF JUNCTION INTERSTATE HIGHWAY 694 AND
 QO0730'TRUNK HIGHWAY 49 (RICE ST), IN NORTHEAST CORNER OF RAILROAD BRIDGE
 QO0730'6582 OVER INTERSTATE HIGHWAY 694
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0729 ***********************************************************************
 QO0729  DESIGNATION -  6285 M
 QO0729  PID         -  QO0729
 QO0729  STATE/COUNTY-  MN/RAMSEY
 QO0729  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0729
 QO0729                         *CURRENT SURVEY CONTROL
 QO0729  ___________________________________________________________________
 QO0729* NAD 83(1986)-  45 03 00.     (N)    093 06 51.     (W)     SCALED    
 QO0729* NAVD 88     -       280.389  (meters)     919.91   (feet)  ADJUSTED  
 QO0729  ___________________________________________________________________
 QO0729  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 QO0729  DYNAMIC HT  -         280.383 (meters)     919.89  (feet)  COMP
 QO0729  MODELED GRAV-     980,585.4   (mgal)                       NAVD 88
 QO0729
 QO0729  VERT ORDER  -  SECOND    CLASS 0
 QO0729
 QO0729.The horizontal coordinates were scaled from a topographic map and have
 QO0729.an estimated accuracy of +/- 6 seconds.
 QO0729
 QO0729.The orthometric height was determined by differential leveling
 QO0729.and adjusted by the National Geodetic Survey in June 1991..
 QO0729
 QO0729.The geoid height was determined by GEOID03.
 QO0729
 QO0729.The dynamic height is computed by dividing the NAVD 88
 QO0729.geopotential number by the normal gravity value computed on the
 QO0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0729.degrees latitude (g = 980.6199 gals.).
 QO0729
 QO0729.The modeled gravity was interpolated from observed gravity values.
 QO0729
 QO0729;                    North         East    Units  Estimated Accuracy
 QO0729;SPC MN S     -   328,160.      869,780.      MT  (+/- 180 meters Scaled)
 QO0729
 QO0729                          SUPERSEDED SURVEY CONTROL
 QO0729
 QO0729  NGVD 29 (??/??/92)  280.343  (m)          919.76   (f) ADJ UNCH    2 0
 QO0729
 QO0729.Superseded values are not recommended for survey control.
 QO0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0729.See file dsdata.txt to determine how the superseded data were derived.
 QO0729
 QO0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK910885(NAD 83)
 QO0729_MARKER: DB = BENCH MARK DISK
 QO0729_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0729_SP_SET: BRIDGE ABUTMENT
 QO0729_STAMPING: 6285 M 1969
 QO0729_MARK LOGO: MNDT  
 QO0729_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0729+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 QO0729
 QO0729  HISTORY     - Date     Condition        Report By
 QO0729  HISTORY     - 1969     MONUMENTED       MNDT
 QO0729  HISTORY     - 1985     GOOD             USPSQD
 QO0729  HISTORY     - 19920823 GOOD             USPSQD
 QO0729  HISTORY     - 20030731 GOOD             MNDT
 QO0729  HISTORY     - 20040720 GOOD             USPSQD
 QO0729
 QO0729                          STATION DESCRIPTION
 QO0729
 QO0729'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0729'IN SHOREVIEW.
 QO0729'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 6581,
 QO0729'MINNEAPOLIS, ST. PAUL AND SAULT ST. MARIE RAILROAD, OVER FAI 694, 0.4
 QO0729'MILES WEST OF RICE STREET.  NE 1/4 SECTION 36, T 30N, R 23W.
 QO0729
 QO0729                          STATION RECOVERY (1985)
 QO0729
 QO0729'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0729'RECOVERED IN GOOD CONDITION.
 QO0729
 QO0729                          STATION RECOVERY (1992)
 QO0729
 QO0729'RECOVERY NOTE BY US POWER SQUADRON 1992 (TJZ)
 QO0729'RECOVERED IN GOOD CONDITION.
 QO0729
 QO0729                          STATION RECOVERY (2003)
 QO0729
 QO0729'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0729'AT SHOREVIEW, 0.4 MILES WEST OF JUNCTION INTERSTATE HIGHWAY 694 AND
 QO0729'TRUNK HIGHWAY 49 (RICE ST), IN SOUTHEAST CORNER OF RAILROAD BRIDGE
 QO0729'6581 OVER INTERSTATE HIGHWAY 694
 QO0729
 QO0729                          STATION RECOVERY (2004)
 QO0729
 QO0729'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0733 ***********************************************************************
 QO0733  DESIGNATION -  6285 N
 QO0733  PID         -  QO0733
 QO0733  STATE/COUNTY-  MN/RAMSEY
 QO0733  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0733
 QO0733                         *CURRENT SURVEY CONTROL
 QO0733  ___________________________________________________________________
 QO0733* NAD 83(1986)-  45 02 41.     (N)    093 06 22.     (W)     SCALED    
 QO0733* NAVD 88     -       282.645  (meters)     927.31   (feet)  ADJUSTED  
 QO0733  ___________________________________________________________________
 QO0733  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 QO0733  DYNAMIC HT  -         282.639 (meters)     927.29  (feet)  COMP
 QO0733  MODELED GRAV-     980,585.0   (mgal)                       NAVD 88
 QO0733
 QO0733  VERT ORDER  -  SECOND    CLASS 0
 QO0733
 QO0733.The horizontal coordinates were scaled from a topographic map and have
 QO0733.an estimated accuracy of +/- 6 seconds.
 QO0733
 QO0733.The orthometric height was determined by differential leveling
 QO0733.and adjusted by the National Geodetic Survey in June 1991..
 QO0733
 QO0733.The geoid height was determined by GEOID03.
 QO0733
 QO0733.The dynamic height is computed by dividing the NAVD 88
 QO0733.geopotential number by the normal gravity value computed on the
 QO0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0733.degrees latitude (g = 980.6199 gals.).
 QO0733
 QO0733.The modeled gravity was interpolated from observed gravity values.
 QO0733
 QO0733;                    North         East    Units  Estimated Accuracy
 QO0733;SPC MN S     -   327,580.      870,420.      MT  (+/- 180 meters Scaled)
 QO0733
 QO0733                          SUPERSEDED SURVEY CONTROL
 QO0733
 QO0733  NGVD 29 (??/??/92)  282.600  (m)          927.16   (f) ADJ UNCH    2 0
 QO0733
 QO0733.Superseded values are not recommended for survey control.
 QO0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0733.See file dsdata.txt to determine how the superseded data were derived.
 QO0733
 QO0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK916879(NAD 83)
 QO0733_MARKER: DB = BENCH MARK DISK
 QO0733_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0733_SP_SET: BRIDGE ABUTMENT
 QO0733_STAMPING: 6285 N 1969
 QO0733_MARK LOGO: MNDT  
 QO0733_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0733+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 QO0733
 QO0733  HISTORY     - Date     Condition        Report By
 QO0733  HISTORY     - 1969     MONUMENTED       MNDT
 QO0733  HISTORY     - 1971     GOOD             MNDT
 QO0733  HISTORY     - 1985     POOR             USPSQD
 QO0733  HISTORY     - 19920823 GOOD             USPSQD
 QO0733  HISTORY     - 20030731 GOOD             MNDT
 QO0733
 QO0733                          STATION DESCRIPTION
 QO0733
 QO0733'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0733'IN VADNAIS HEIGHTS.
 QO0733'AT THE VILLAGE BOUNDARY BETWEEN SHOREVIEW AND VADNAIS HEIGHTS, AT FAI
 QO0733'694 MILE MARKER 9.5, IN THE SOUTHEAST CORNER OF BRIDGE NO. 6580, T.H.
 QO0733'49 (RICE STREET) OVER FAI 694.  NOTE-- MARK IS 1.1 MILES NORTHWEST OF
 QO0733'THE WEST JUNCTION OF FAI 35-E AND FAI 694 IN LITTLE CANADA.  NW 1/4,
 QO0733'SEC 31, T 29N, R 22W.
 QO0733
 QO0733                          STATION RECOVERY (1985)
 QO0733
 QO0733'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0733'MARK RECOVERED IN POOR CONDITION.
 QO0733
 QO0733                          STATION RECOVERY (1992)
 QO0733
 QO0733'RECOVERY NOTE BY US POWER SQUADRON 1992 (TJZ)
 QO0733'RECOVERED IN GOOD CONDITION.
 QO0733
 QO0733                          STATION RECOVERY (2003)
 QO0733
 QO0733'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0733'AT VADNAIS HEIGHTS, 1.1 MILES NORTHWEST OF WEST JUNCTION OF INTERSTATE
 QO0733'HIGHWAY 35E AND INTERSTATE HIGHWAY 694, IN SOUTHEAST CORNER OF TRUNK
 QO0733'HIGHWAY 49 (RICE ST) BRIDGE 6580 OVER INTERSTATE HIGHWAY 694
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0737 ***********************************************************************
 QO0737  DESIGNATION -  6285 P 1 RESET
 QO0737  PID         -  QO0737
 QO0737  STATE/COUNTY-  MN/RAMSEY
 QO0737  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0737
 QO0737                         *CURRENT SURVEY CONTROL
 QO0737  ___________________________________________________________________
 QO0737* NAD 83(1986)-  45 02 13.     (N)    093 05 23.     (W)     SCALED    
 QO0737* NAVD 88     -       277.505  (meters)     910.45   (feet)  ADJUSTED  
 QO0737  ___________________________________________________________________
 QO0737  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 QO0737  DYNAMIC HT  -         277.499 (meters)     910.43  (feet)  COMP
 QO0737  MODELED GRAV-     980,584.6   (mgal)                       NAVD 88
 QO0737
 QO0737  VERT ORDER  -  SECOND    CLASS 0
 QO0737
 QO0737.The horizontal coordinates were scaled from a topographic map and have
 QO0737.an estimated accuracy of +/- 6 seconds.
 QO0737
 QO0737.The orthometric height was determined by differential leveling
 QO0737.and adjusted by the National Geodetic Survey in June 1991..
 QO0737.WARNING-Repeat measurements at this control monument indicate possible
 QO0737.vertical movement.
 QO0737
 QO0737.The geoid height was determined by GEOID03.
 QO0737
 QO0737.The dynamic height is computed by dividing the NAVD 88
 QO0737.geopotential number by the normal gravity value computed on the
 QO0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0737.degrees latitude (g = 980.6199 gals.).
 QO0737
 QO0737.The modeled gravity was interpolated from observed gravity values.
 QO0737
 QO0737;                    North         East    Units  Estimated Accuracy
 QO0737;SPC MN S     -   326,730.      871,720.      MT  (+/- 180 meters Scaled)
 QO0737
 QO0737                          SUPERSEDED SURVEY CONTROL
 QO0737
 QO0737  NGVD 29 (??/??/92)  277.458  (m)          910.29   (f) ADJ UNCH    2 0
 QO0737
 QO0737.Superseded values are not recommended for survey control.
 QO0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0737.See file dsdata.txt to determine how the superseded data were derived.
 QO0737
 QO0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK929870(NAD 83)
 QO0737_MARKER: DB = BENCH MARK DISK
 QO0737_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0737_SP_SET: BRIDGE ABUTMENT
 QO0737_STAMPING: 6285 P 1 RESET 1971
 QO0737_MARK LOGO: MNDT  
 QO0737_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0737+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 QO0737
 QO0737  HISTORY     - Date     Condition        Report By
 QO0737  HISTORY     - 1971     MONUMENTED       MNDT
 QO0737  HISTORY     - 1976     GOOD             MNDT
 QO0737  HISTORY     - 1985     GOOD             USPSQD
 QO0737  HISTORY     - 20030801 GOOD             MNDT
 QO0737
 QO0737                          STATION DESCRIPTION
 QO0737
 QO0737'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0737'IN LITTLE CANADA.
 QO0737'IT IS LOCATED NEAR THE JUNCTION OF INTERSTATE 694 AND 35E IN LITTLE
 QO0737'CANADA.  IT IS AT INTERSTATE 694 MILE POINT 10.4.  IT IS 26.4 FEET
 QO0737'EAST-NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE WESTBOUND
 QO0737'LANE OF INTERSTATE 694.  IT IS SET IN THE SOUTHEAST CORNER (ABUTMENT)
 QO0737'OF BRIDGE NUMBER 9197 (WESTBOUND INTERSTATE 694 OVER BURLINGTON
 QO0737'NORTHERN RAILROAD).  SE 1/4, SEC 31, T 30N, R 22W.
 QO0737
 QO0737                          STATION RECOVERY (1985)
 QO0737
 QO0737'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0737'RECOVERED IN GOOD CONDITION.
 QO0737
 QO0737                          STATION RECOVERY (2003)
 QO0737
 QO0737'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0737'IN LITTLE CANADA, AT INTERSTATE HIGHWAY 694 MILEPOINT 10.4, 26.4 FEET
 QO0737'EAST-NORTHEAST OF WB INTERSTATE HIGHWAY 694, IN NORTHEAST ABUTMENT OF
 QO0737'WB INTERSTATE HIGHWAY 694 BRIDGE 9197 OVER RR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0735 ***********************************************************************
 QO0735  DESIGNATION -  6285 P RESET
 QO0735  PID         -  QO0735
 QO0735  STATE/COUNTY-  MN/RAMSEY
 QO0735  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0735
 QO0735                         *CURRENT SURVEY CONTROL
 QO0735  ___________________________________________________________________
 QO0735* NAD 83(1986)-  45 02 13.     (N)    093 05 28.     (W)     SCALED    
 QO0735* NAVD 88     -       277.021  (meters)     908.86   (feet)  ADJUSTED  
 QO0735  ___________________________________________________________________
 QO0735  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 QO0735  DYNAMIC HT  -         277.014 (meters)     908.84  (feet)  COMP
 QO0735  MODELED GRAV-     980,584.6   (mgal)                       NAVD 88
 QO0735
 QO0735  VERT ORDER  -  SECOND    CLASS 0
 QO0735
 QO0735.The horizontal coordinates were scaled from a topographic map and have
 QO0735.an estimated accuracy of +/- 6 seconds.
 QO0735
 QO0735.The orthometric height was determined by differential leveling
 QO0735.and adjusted by the National Geodetic Survey in June 1991..
 QO0735
 QO0735.The geoid height was determined by GEOID03.
 QO0735
 QO0735.The dynamic height is computed by dividing the NAVD 88
 QO0735.geopotential number by the normal gravity value computed on the
 QO0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0735.degrees latitude (g = 980.6199 gals.).
 QO0735
 QO0735.The modeled gravity was interpolated from observed gravity values.
 QO0735
 QO0735;                    North         East    Units  Estimated Accuracy
 QO0735;SPC MN S     -   326,730.      871,610.      MT  (+/- 180 meters Scaled)
 QO0735
 QO0735                          SUPERSEDED SURVEY CONTROL
 QO0735
 QO0735  NGVD 29 (??/??/92)  276.975  (m)          908.71   (f) ADJ UNCH    2 0
 QO0735
 QO0735.Superseded values are not recommended for survey control.
 QO0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0735.See file dsdata.txt to determine how the superseded data were derived.
 QO0735
 QO0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK928870(NAD 83)
 QO0735_MARKER: DD = SURVEY DISK
 QO0735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0735_SP_SET: ABUTMENT
 QO0735_STAMPING: 6285 P RESET 1971
 QO0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0735
 QO0735  HISTORY     - Date     Condition        Report By
 QO0735  HISTORY     - 1971     MONUMENTED       MNDT
 QO0735  HISTORY     - 1976     GOOD             MNDT
 QO0735  HISTORY     - 1985     GOOD             USPSQD
 QO0735
 QO0735                          STATION DESCRIPTION
 QO0735
 QO0735'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0735'IN LITTLE CANADA.
 QO0735'IT IS LOCATED NEAR THE JUNCTION OF INTERSTATE 694 AND 35E IN LITTLE
 QO0735'CANADA.  IT IS AT INTERSTATE 694 MILE POINT 10.4.  IT IS 29.0 FEET
 QO0735'EAST-NORTHEAST OF AND ABOUT LEVEL WITH THE EASTBOUND CENTERLINE OF
 QO0735'INTERSTATE 694.  IT IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF
 QO0735'BRIDGE NUMBER 9196 (EASTBOUND INTERSTATE 694 OVER THE BURLINGTON
 QO0735'NORTHERN RAILROAD).  SE 1/4, SEC 31, T 30N, R 22W.
 QO0735
 QO0735                          STATION RECOVERY (1985)
 QO0735
 QO0735'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0746 ***********************************************************************
 QO0746  DESIGNATION -  6285 Q
 QO0746  PID         -  QO0746
 QO0746  STATE/COUNTY-  MN/RAMSEY
 QO0746  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0746
 QO0746                         *CURRENT SURVEY CONTROL
 QO0746  ___________________________________________________________________
 QO0746* NAD 83(1986)-  45 02 06.     (N)    093 05 21.     (W)     SCALED    
 QO0746* NAVD 88     -       276.080  (meters)     905.77   (feet)  ADJUSTED  
 QO0746  ___________________________________________________________________
 QO0746  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 QO0746  DYNAMIC HT  -         276.073 (meters)     905.75  (feet)  COMP
 QO0746  MODELED GRAV-     980,584.5   (mgal)                       NAVD 88
 QO0746
 QO0746  VERT ORDER  -  SECOND    CLASS 0
 QO0746
 QO0746.The horizontal coordinates were scaled from a topographic map and have
 QO0746.an estimated accuracy of +/- 6 seconds.
 QO0746
 QO0746.The orthometric height was determined by differential leveling
 QO0746.and adjusted by the National Geodetic Survey in June 1991..
 QO0746
 QO0746.The geoid height was determined by GEOID03.
 QO0746
 QO0746.The dynamic height is computed by dividing the NAVD 88
 QO0746.geopotential number by the normal gravity value computed on the
 QO0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0746.degrees latitude (g = 980.6199 gals.).
 QO0746
 QO0746.The modeled gravity was interpolated from observed gravity values.
 QO0746
 QO0746;                    North         East    Units  Estimated Accuracy
 QO0746;SPC MN S     -   326,520.      871,770.      MT  (+/- 180 meters Scaled)
 QO0746
 QO0746                          SUPERSEDED SURVEY CONTROL
 QO0746
 QO0746  NGVD 29 (??/??/92)  276.032  (m)          905.62   (f) ADJ UNCH    2 0
 QO0746
 QO0746.Superseded values are not recommended for survey control.
 QO0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0746.See file dsdata.txt to determine how the superseded data were derived.
 QO0746
 QO0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK929868(NAD 83)
 QO0746_MARKER: DB = BENCH MARK DISK
 QO0746_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0746_SP_SET: BRIDGE ABUTMENT
 QO0746_STAMPING: 6285 Q 1969
 QO0746_MARK LOGO: MNDT  
 QO0746_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0746+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2003
 QO0746
 QO0746  HISTORY     - Date     Condition        Report By
 QO0746  HISTORY     - 1969     MONUMENTED       MNDT
 QO0746  HISTORY     - 1971     GOOD             MNDT
 QO0746  HISTORY     - 20030803 GOOD             MNDT
 QO0746
 QO0746                          STATION DESCRIPTION
 QO0746
 QO0746'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0746'IN VADNAIS HEIGHTS.
 QO0746'AT THE WEST JUNCTION OF FAI 35-E AND FAI 694 IN VADNAIS HEIGHTS, AT
 QO0746'FAI 694 MILE MARKER 10.7, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9140,
 QO0746'WESTBOUND FAI 694 RAMP CONNECTION TO SOUTHBOUND FAI 35-E OVER
 QO0746'EASTBOUND FAI 694.  SW 1/4, SEC 32, T 30N, R 22W.
 QO0746
 QO0746                          STATION RECOVERY (2003)
 QO0746
 QO0746'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0746'AT VADNAIS HEIGHTS, AT WEST JUNCTION OF INTERSTATE HIGHWAY 35E AND
 QO0746'INTERSTATE HIGHWAY 694, AT INTERSTATE HIGHWAY 694 MILEPOINT 10.7,
 QO0746'SOUTH 35 E OVER EAST 694, NORTHEAST WING WALL OF BRIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0747 ***********************************************************************
 QO0747  DESIGNATION -  6285 R
 QO0747  PID         -  QO0747
 QO0747  STATE/COUNTY-  MN/RAMSEY
 QO0747  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0747
 QO0747                         *CURRENT SURVEY CONTROL
 QO0747  ___________________________________________________________________
 QO0747* NAD 83(1986)-  45 02 10.     (N)    093 04 35.     (W)     SCALED    
 QO0747* NAVD 88     -       280.408  (meters)     919.97   (feet)  ADJUSTED  
 QO0747  ___________________________________________________________________
 QO0747  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 QO0747  DYNAMIC HT  -         280.401 (meters)     919.95  (feet)  COMP
 QO0747  MODELED GRAV-     980,585.1   (mgal)                       NAVD 88
 QO0747
 QO0747  VERT ORDER  -  SECOND    CLASS 0
 QO0747
 QO0747.The horizontal coordinates were scaled from a topographic map and have
 QO0747.an estimated accuracy of +/- 6 seconds.
 QO0747
 QO0747.The orthometric height was determined by differential leveling
 QO0747.and adjusted by the National Geodetic Survey in June 1991..
 QO0747
 QO0747.The geoid height was determined by GEOID03.
 QO0747
 QO0747.The dynamic height is computed by dividing the NAVD 88
 QO0747.geopotential number by the normal gravity value computed on the
 QO0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0747.degrees latitude (g = 980.6199 gals.).
 QO0747
 QO0747.The modeled gravity was interpolated from observed gravity values.
 QO0747
 QO0747;                    North         East    Units  Estimated Accuracy
 QO0747;SPC MN S     -   326,650.      872,770.      MT  (+/- 180 meters Scaled)
 QO0747
 QO0747                          SUPERSEDED SURVEY CONTROL
 QO0747
 QO0747  NGVD 29 (??/??/92)  280.355  (m)          919.80   (f) ADJ UNCH    2 0
 QO0747
 QO0747.Superseded values are not recommended for survey control.
 QO0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0747.See file dsdata.txt to determine how the superseded data were derived.
 QO0747
 QO0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK939869(NAD 83)
 QO0747_MARKER: DD = SURVEY DISK
 QO0747_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0747_SP_SET: BRIDGE
 QO0747_STAMPING: 6285-R 1969
 QO0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0747
 QO0747  HISTORY     - Date     Condition        Report By
 QO0747  HISTORY     - 1969     MONUMENTED       MNDT
 QO0747  HISTORY     - 1971     GOOD             MNDT
 QO0747
 QO0747                          STATION DESCRIPTION
 QO0747
 QO0747'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0747'IN VADNAID HEIGHTS.
 QO0747'0.6 MILES WEST OF THE EAST JUNCTION OF FAI 35-E AND FAI 694, 0.7 MILES
 QO0747'EAST OF THE WEST JUNCTION OF FAI 35-E AND FAI 694, IN VADNAIS HEIGHTS
 QO0747'AT FAI 35-E MILE MARKER 113.8, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 QO0747'9561, COUNTY ROAD 58 (EDGERTON STREET) OVER FAI 35-E/FAI 694. SE 1/4,
 QO0747'SEC 32, T 30W, R 22N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0635 ***********************************************************************
 QO0635  DESIGNATION -  6285 R 1
 QO0635  PID         -  QO0635
 QO0635  STATE/COUNTY-  MN/RAMSEY
 QO0635  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0635
 QO0635                         *CURRENT SURVEY CONTROL
 QO0635  ___________________________________________________________________
 QO0635* NAD 83(1986)-  45 02 10.     (N)    093 04 35.     (W)     SCALED    
 QO0635* NAVD 88     -       273.337  (meters)     896.77   (feet)  ADJUSTED  
 QO0635  ___________________________________________________________________
 QO0635  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 QO0635  DYNAMIC HT  -         273.331 (meters)     896.75  (feet)  COMP
 QO0635  MODELED GRAV-     980,585.1   (mgal)                       NAVD 88
 QO0635
 QO0635  VERT ORDER  -  SECOND    CLASS 0
 QO0635
 QO0635.The horizontal coordinates were scaled from a topographic map and have
 QO0635.an estimated accuracy of +/- 6 seconds.
 QO0635
 QO0635.The orthometric height was determined by differential leveling
 QO0635.and adjusted by the National Geodetic Survey in June 1991..
 QO0635
 QO0635.The geoid height was determined by GEOID03.
 QO0635
 QO0635.The dynamic height is computed by dividing the NAVD 88
 QO0635.geopotential number by the normal gravity value computed on the
 QO0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0635.degrees latitude (g = 980.6199 gals.).
 QO0635
 QO0635.The modeled gravity was interpolated from observed gravity values.
 QO0635
 QO0635;                    North         East    Units  Estimated Accuracy
 QO0635;SPC MN S     -   326,650.      872,770.      MT  (+/- 180 meters Scaled)
 QO0635
 QO0635                          SUPERSEDED SURVEY CONTROL
 QO0635
 QO0635  NGVD 29 (??/??/92)  273.285  (m)          896.60   (f) ADJ UNCH    2 0
 QO0635
 QO0635.Superseded values are not recommended for survey control.
 QO0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0635.See file dsdata.txt to determine how the superseded data were derived.
 QO0635
 QO0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK939869(NAD 83)
 QO0635_MARKER: DB = BENCH MARK DISK
 QO0635_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0635_SP_SET: UNDER BRIDGE IN ABUTMENT
 QO0635_STAMPING: 6285 R 1 1971
 QO0635_MARK LOGO: MNDT  
 QO0635_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0635+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2003
 QO0635
 QO0635  HISTORY     - Date     Condition        Report By
 QO0635  HISTORY     - 1971     MONUMENTED       MNDT
 QO0635  HISTORY     - 20030804 GOOD             MNDT
 QO0635
 QO0635                          STATION DESCRIPTION
 QO0635
 QO0635'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0635'IN VADNAIS HEIGHTS.
 QO0635'MARK IS LOCATED 0.6 MILES WEST OF THE EAST JUNCTION OF FAI 694 AND FAI
 QO0635'35-E, 0.7 MILES EAST OF THE WEST JUNCTION OF FAI 694 AND FAI 35-E IN
 QO0635'VADNAIS HEIGHTS AT FAI 35-E MILE MARKER 113.8, IN THE SOUTHEAST CORNER
 QO0635'OF THE TOEWALL OF BRIDGE NO. 9561, 1 FOOT NORTH OF THE EAST CURBING OF
 QO0635'THE SOUTH SLOPE PROTECTION, ABOUT 2 FEET LOWER THAN THE CENTERLINE OF
 QO0635'EASTBOUND FAI 694.  SE 1/4 SECTION 32, T 30N, R 22W.
 QO0635
 QO0635                          STATION RECOVERY (2003)
 QO0635
 QO0635'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0635'AT LITTLE CANADA, 0.6 MILES WEST OF EAST JUNCTION OF INTERSTATE
 QO0635'HIGHWAY 694 AND INTERSTATE HIGHWAY 35E, 0.7 MILES EAST INTERSTATE
 QO0635'HIGHWAY 694 AND INTERSTATE HIGHWAY 35E, AT INTERSTATE HIGHWAY 35E
 QO0635'MILEPOINT 113.8, IN SOUTHEAST CORNER OF EDGERTON 8) BRIDGE 9561 OVER
 QO0635'INTERSTATE HIGHWAY 35E-FAI 694, UNDER BRIDGE 11.8 FEET EAST FROM
 QO0635'SOUTHEAST BRIDGE PIER, 5.2 FEET FROM SOUTH EDGE OF ROADWAY, BURIED
 QO0635'UNDER 16 INCHES OF DIRT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0633 ***********************************************************************
 QO0633  DESIGNATION -  6285 S
 QO0633  PID         -  QO0633
 QO0633  STATE/COUNTY-  MN/RAMSEY
 QO0633  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0633
 QO0633                         *CURRENT SURVEY CONTROL
 QO0633  ___________________________________________________________________
 QO0633* NAD 83(1986)-  45 02 16.     (N)    093 03 54.     (W)     SCALED    
 QO0633* NAVD 88     -       285.782  (meters)     937.60   (feet)  ADJUSTED  
 QO0633  ___________________________________________________________________
 QO0633  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 QO0633  DYNAMIC HT  -         285.775 (meters)     937.58  (feet)  COMP
 QO0633  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 QO0633
 QO0633  VERT ORDER  -  SECOND    CLASS 0
 QO0633
 QO0633.The horizontal coordinates were scaled from a topographic map and have
 QO0633.an estimated accuracy of +/- 6 seconds.
 QO0633
 QO0633.The orthometric height was determined by differential leveling
 QO0633.and adjusted by the National Geodetic Survey in June 1991..
 QO0633
 QO0633.The geoid height was determined by GEOID03.
 QO0633
 QO0633.The dynamic height is computed by dividing the NAVD 88
 QO0633.geopotential number by the normal gravity value computed on the
 QO0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0633.degrees latitude (g = 980.6199 gals.).
 QO0633
 QO0633.The modeled gravity was interpolated from observed gravity values.
 QO0633
 QO0633;                    North         East    Units  Estimated Accuracy
 QO0633;SPC MN S     -   326,850.      873,670.      MT  (+/- 180 meters Scaled)
 QO0633
 QO0633                          SUPERSEDED SURVEY CONTROL
 QO0633
 QO0633  NGVD 29 (??/??/92)  285.724  (m)          937.41   (f) ADJ UNCH    2 0
 QO0633
 QO0633.Superseded values are not recommended for survey control.
 QO0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0633.See file dsdata.txt to determine how the superseded data were derived.
 QO0633
 QO0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK948871(NAD 83)
 QO0633_MARKER: DB = BENCH MARK DISK
 QO0633_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0633_SP_SET: BRIDGE ABUTMENT
 QO0633_STAMPING: 6285 S 1969
 QO0633_MARK LOGO: MNDT  
 QO0633_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0633+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2003
 QO0633
 QO0633  HISTORY     - Date     Condition        Report By
 QO0633  HISTORY     - 1969     MONUMENTED       MNDT
 QO0633  HISTORY     - 1971     GOOD             NGS
 QO0633  HISTORY     - 20030803 GOOD             MNDT
 QO0633
 QO0633                          STATION DESCRIPTION
 QO0633
 QO0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 QO0633'IN VADNAIS HEIGHTS.
 QO0633'AT THE EAST JUNCTION OF FAI 694 AND FAI 35-E IN VADNAIS HEIGHTS, AT
 QO0633'FAI 694 MILE MARKER 11.8, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9562,
 QO0633'WESTBOUND FAI 694 OVER NORTHBOUND FAI 35-E.  SE 1/4, SEC 32, T30N,
 QO0633'R22W.
 QO0633
 QO0633                          STATION RECOVERY (2003)
 QO0633
 QO0633'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0633'AT VADNAIS HEIGHTS, AT EAST JUNCTION OF INTERSTATE HIGHWAY 35E AND
 QO0633'INTERSTATE HIGHWAY 694, IN SOUTHEAST CORNER OF WB INTERSTATE HIGHWAY
 QO0633'649 BRIDGE 9562 OVER NORTHBOUND INTERSTATE HIGHWAY 35E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0634 ***********************************************************************
 QO0634  DESIGNATION -  6285 S 1
 QO0634  PID         -  QO0634
 QO0634  STATE/COUNTY-  MN/RAMSEY
 QO0634  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0634
 QO0634                         *CURRENT SURVEY CONTROL
 QO0634  ___________________________________________________________________
 QO0634* NAD 83(1986)-  45 02 21.     (N)    093 03 43.     (W)     SCALED    
 QO0634* NAVD 88     -       285.325  (meters)     936.10   (feet)  ADJUSTED  
 QO0634  ___________________________________________________________________
 QO0634  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 QO0634  DYNAMIC HT  -         285.318 (meters)     936.08  (feet)  COMP
 QO0634  MODELED GRAV-     980,586.1   (mgal)                       NAVD 88
 QO0634
 QO0634  VERT ORDER  -  SECOND    CLASS 0
 QO0634
 QO0634.The horizontal coordinates were scaled from a topographic map and have
 QO0634.an estimated accuracy of +/- 6 seconds.
 QO0634
 QO0634.The orthometric height was determined by differential leveling
 QO0634.and adjusted by the National Geodetic Survey in June 1991..
 QO0634
 QO0634.The geoid height was determined by GEOID03.
 QO0634
 QO0634.The dynamic height is computed by dividing the NAVD 88
 QO0634.geopotential number by the normal gravity value computed on the
 QO0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0634.degrees latitude (g = 980.6199 gals.).
 QO0634
 QO0634.The modeled gravity was interpolated from observed gravity values.
 QO0634
 QO0634;                    North         East    Units  Estimated Accuracy
 QO0634;SPC MN S     -   327,000.      873,910.      MT  (+/- 180 meters Scaled)
 QO0634
 QO0634                          SUPERSEDED SURVEY CONTROL
 QO0634
 QO0634  NGVD 29 (??/??/92)  285.266  (m)          935.91   (f) ADJ UNCH    2 0
 QO0634
 QO0634.Superseded values are not recommended for survey control.
 QO0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0634.See file dsdata.txt to determine how the superseded data were derived.
 QO0634
 QO0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK951873(NAD 83)
 QO0634_MARKER: DB = BENCH MARK DISK
 QO0634_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0634_SP_SET: BRIDGE ABUTMENT
 QO0634_STAMPING: 6285 S 1 1969
 QO0634_MARK LOGO: MNDT  
 QO0634_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0634+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2003
 QO0634
 QO0634  HISTORY     - Date     Condition        Report By
 QO0634  HISTORY     - 1969     MONUMENTED       MNDT
 QO0634  HISTORY     - 1971     GOOD             MNDT
 QO0634  HISTORY     - 20030803 GOOD             MNDT
 QO0634
 QO0634                          STATION DESCRIPTION
 QO0634
 QO0634'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0634'IN VADNAIS HEIGHTS.
 QO0634'0.1 MILE NORTH OF THE EAST JUNCTION OF FAI 694 AND FAI 35-E IN VADNAIS
 QO0634'HEIGHTS, IN VADNAIS HEIGHTS AT FAI 35-E MILE MARKER 114.6, IN THE
 QO0634'SOUTHWEST CORNER OF BRIDGE NO. 9836, SOUTHBOUND FAI 35-E CONNECTION
 QO0634'OVER NORTHBOUND FAI 35-E TO WESTBOUND FAI 694.  SE 1/4, SEC 32, T30N,
 QO0634'R22W.
 QO0634
 QO0634                          STATION RECOVERY (2003)
 QO0634
 QO0634'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0634'AT VADNAIS HEIGHTS, AT EAST JUNCTION OF INTERSTATE HIGHWAY 35E AND
 QO0634'INTERSTATE HIGHWAY 694, IN SOUTHWEST CORNER OF SB INTERSTATE HIGHWAY
 QO0634'35E CONNECTION TO WB INTERSTATE HIGHWAY 35E BRIDGE 9836 OVER
 QO0634'NORTHBOUND INTERSTATE HIGHWAY 35E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0630 ***********************************************************************
 QO0630  DESIGNATION -  6286 A
 QO0630  PID         -  QO0630
 QO0630  STATE/COUNTY-  MN/RAMSEY
 QO0630  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0630
 QO0630                         *CURRENT SURVEY CONTROL
 QO0630  ___________________________________________________________________
 QO0630* NAD 83(1986)-  45 02 16.     (N)    093 03 26.     (W)     SCALED    
 QO0630* NAVD 88     -       288.147  (meters)     945.36   (feet)  ADJUSTED  
 QO0630  ___________________________________________________________________
 QO0630  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 QO0630  DYNAMIC HT  -         288.140 (meters)     945.34  (feet)  COMP
 QO0630  MODELED GRAV-     980,586.2   (mgal)                       NAVD 88
 QO0630
 QO0630  VERT ORDER  -  SECOND    CLASS 0
 QO0630
 QO0630.The horizontal coordinates were scaled from a topographic map and have
 QO0630.an estimated accuracy of +/- 6 seconds.
 QO0630
 QO0630.The orthometric height was determined by differential leveling
 QO0630.and adjusted by the National Geodetic Survey in June 1991..
 QO0630
 QO0630.The geoid height was determined by GEOID03.
 QO0630
 QO0630.The dynamic height is computed by dividing the NAVD 88
 QO0630.geopotential number by the normal gravity value computed on the
 QO0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0630.degrees latitude (g = 980.6199 gals.).
 QO0630
 QO0630.The modeled gravity was interpolated from observed gravity values.
 QO0630
 QO0630;                    North         East    Units  Estimated Accuracy
 QO0630;SPC MN S     -   326,850.      874,280.      MT  (+/- 180 meters Scaled)
 QO0630
 QO0630                          SUPERSEDED SURVEY CONTROL
 QO0630
 QO0630  NGVD 29 (??/??/92)  288.092  (m)          945.18   (f) ADJ UNCH    2 0
 QO0630
 QO0630.Superseded values are not recommended for survey control.
 QO0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0630.See file dsdata.txt to determine how the superseded data were derived.
 QO0630
 QO0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK954871(NAD 83)
 QO0630_MARKER: DD = SURVEY DISK
 QO0630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0630_SP_SET: BRIDGE
 QO0630_STAMPING: 6286-A 1969
 QO0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0630
 QO0630  HISTORY     - Date     Condition        Report By
 QO0630  HISTORY     - 1969     MONUMENTED       MNDT
 QO0630  HISTORY     - 1971     GOOD             MNDT
 QO0630
 QO0630                          STATION DESCRIPTION
 QO0630
 QO0630'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0630'IN VADNAIS HEIGHTS.
 QO0630'ABOUT 0.2 MILES EAST ALONG FAI 694 FROM THE EAST JUNCTION OF FAI 694
 QO0630'AND FAI 35-W IN VADNAIS HEIGHTS, AT FAI 694 MILE MARKER 12.1, IN THE
 QO0630'SOUTHEAST CORNER OF BRIDGE NO. 98278 COUNTY ROAD 61 (LABORE ROAD) OVER
 QO0630'WESTBOUND FAI 694.  SW 1/4, SEC 33, T 30N, R 22W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0631 ***********************************************************************
 QO0631  DESIGNATION -  6286 A 1
 QO0631  PID         -  QO0631
 QO0631  STATE/COUNTY-  MN/RAMSEY
 QO0631  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0631
 QO0631                         *CURRENT SURVEY CONTROL
 QO0631  ___________________________________________________________________
 QO0631* NAD 83(1986)-  45 02 12.     (N)    093 03 27.     (W)     SCALED    
 QO0631* NAVD 88     -       285.503  (meters)     936.69   (feet)  ADJUSTED  
 QO0631  ___________________________________________________________________
 QO0631  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 QO0631  DYNAMIC HT  -         285.496 (meters)     936.66  (feet)  COMP
 QO0631  MODELED GRAV-     980,586.1   (mgal)                       NAVD 88
 QO0631
 QO0631  VERT ORDER  -  SECOND    CLASS 0
 QO0631
 QO0631.The horizontal coordinates were scaled from a topographic map and have
 QO0631.an estimated accuracy of +/- 6 seconds.
 QO0631
 QO0631.The orthometric height was determined by differential leveling
 QO0631.and adjusted by the National Geodetic Survey in June 1991..
 QO0631
 QO0631.The geoid height was determined by GEOID03.
 QO0631
 QO0631.The dynamic height is computed by dividing the NAVD 88
 QO0631.geopotential number by the normal gravity value computed on the
 QO0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0631.degrees latitude (g = 980.6199 gals.).
 QO0631
 QO0631.The modeled gravity was interpolated from observed gravity values.
 QO0631
 QO0631;                    North         East    Units  Estimated Accuracy
 QO0631;SPC MN S     -   326,730.      874,260.      MT  (+/- 180 meters Scaled)
 QO0631
 QO0631                          SUPERSEDED SURVEY CONTROL
 QO0631
 QO0631  NGVD 29 (??/??/92)  285.448  (m)          936.51   (f) ADJ UNCH    2 0
 QO0631
 QO0631.Superseded values are not recommended for survey control.
 QO0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0631.See file dsdata.txt to determine how the superseded data were derived.
 QO0631
 QO0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK954870(NAD 83)
 QO0631_MARKER: DD = SURVEY DISK
 QO0631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0631_SP_SET: BRIDGE
 QO0631_STAMPING: 6286-A1 1969
 QO0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0631
 QO0631  HISTORY     - Date     Condition        Report By
 QO0631  HISTORY     - 1969     MONUMENTED       MNDT
 QO0631  HISTORY     - 1971     GOOD             MNDT
 QO0631
 QO0631                          STATION DESCRIPTION
 QO0631
 QO0631'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0631'IN VADNAIS HEIGHTS.
 QO0631'ABOUT 0.2 MILES EAST ALONG FAI 694 FROM THE EAST JUNCTION OF FAI 694
 QO0631'AND FAI 35-E IN VADNAIS HEIGHTS, AT FAI 694 MILE MARKER 12.1, IN THE
 QO0631'SOUTHEAST CORNER OF BRIDGE NO. 9828, COUNTY ROAD 61 (LABORE ROAD) OVER
 QO0631'EASTBOUND FAI 694.  SW 1/4, SEC 33, T 30N, R 22W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0632 ***********************************************************************
 QO0632  DESIGNATION -  6286 A 2
 QO0632  PID         -  QO0632
 QO0632  STATE/COUNTY-  MN/RAMSEY
 QO0632  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0632
 QO0632                         *CURRENT SURVEY CONTROL
 QO0632  ___________________________________________________________________
 QO0632* NAD 83(1986)-  45 02 12.     (N)    093 03 27.     (W)     SCALED    
 QO0632* NAVD 88     -       279.190  (meters)     915.98   (feet)  ADJUSTED  
 QO0632  ___________________________________________________________________
 QO0632  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 QO0632  DYNAMIC HT  -         279.184 (meters)     915.96  (feet)  COMP
 QO0632  MODELED GRAV-     980,586.1   (mgal)                       NAVD 88
 QO0632
 QO0632  VERT ORDER  -  SECOND    CLASS 0
 QO0632
 QO0632.The horizontal coordinates were scaled from a topographic map and have
 QO0632.an estimated accuracy of +/- 6 seconds.
 QO0632
 QO0632.The orthometric height was determined by differential leveling
 QO0632.and adjusted by the National Geodetic Survey in June 1991..
 QO0632
 QO0632.The geoid height was determined by GEOID03.
 QO0632
 QO0632.The dynamic height is computed by dividing the NAVD 88
 QO0632.geopotential number by the normal gravity value computed on the
 QO0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0632.degrees latitude (g = 980.6199 gals.).
 QO0632
 QO0632.The modeled gravity was interpolated from observed gravity values.
 QO0632
 QO0632;                    North         East    Units  Estimated Accuracy
 QO0632;SPC MN S     -   326,730.      874,260.      MT  (+/- 180 meters Scaled)
 QO0632
 QO0632                          SUPERSEDED SURVEY CONTROL
 QO0632
 QO0632  NGVD 29 (??/??/92)  279.135  (m)          915.80   (f) ADJ UNCH    2 0
 QO0632
 QO0632.Superseded values are not recommended for survey control.
 QO0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0632.See file dsdata.txt to determine how the superseded data were derived.
 QO0632
 QO0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK954870(NAD 83)
 QO0632_MARKER: DB = BENCH MARK DISK
 QO0632_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0632_SP_SET: UNDER BRIDGE IN ABUTMENT
 QO0632_STAMPING: 6286 A 2 1971
 QO0632_MARK LOGO: MNDT  
 QO0632_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0632+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2003
 QO0632
 QO0632  HISTORY     - Date     Condition        Report By
 QO0632  HISTORY     - 1971     MONUMENTED       MNDT
 QO0632  HISTORY     - 20030803 GOOD             MNDT
 QO0632
 QO0632                          STATION DESCRIPTION
 QO0632
 QO0632'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0632'IN VADNAIS HEIGHTS.
 QO0632'MARK IS LOCATED 0.2 MILES EAST ALONG FAI 694 FROM THE EAST JUNCTION OF
 QO0632'FAI 694 AND FAI 35-E IN VADNAIS HEIGHTS, AT FAI 694 MILE MARKER 12.1,
 QO0632'IN THE SOUTHEAST CORNER OF THE TOEWALL OF BRIDGE NO. 9828, 1 FOOT
 QO0632'NORTH OF THE EAST CURBING OF THE SOUTH SLOPE PROTECTION ABOUT 2 FEET
 QO0632'LOWER THAN THE CENTERLINE OF EASTBOUND FAI 694.  SW 1/4 SECTION 33, T
 QO0632'30N, R 22W.
 QO0632
 QO0632                          STATION RECOVERY (2003)
 QO0632
 QO0632'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0632'AT VADNAIS HEIGHTS, 0.2 MILES EAST OF EAST JUNCTION OF INTERSTATE
 QO0632'HIGHWAY 694 AND INTERSTATE HIGHWAY 35E, AT INTERSTATE HIGHWAY 694 NT
 QO0632'12.1, IN SOUTHEAST CORNER OF COUNTY ROAD 61 (LABORE RD) BRIDGE 9828
 QO0632'OVER EASTBOUND INTERSTATE HIGHWAY 694, 1 FT SOUTH SLOPE PROTECTION,
 QO0632'UNDER BRIDGE 3.8 FEET SOUTH OF GARDRAIL, BURIED 1.0 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0629 ***********************************************************************
 QO0629  DESIGNATION -  6286 A 3
 QO0629  PID         -  QO0629
 QO0629  STATE/COUNTY-  MN/RAMSEY
 QO0629  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0629
 QO0629                         *CURRENT SURVEY CONTROL
 QO0629  ___________________________________________________________________
 QO0629* NAD 83(1986)-  45 02 16.     (N)    093 03 26.     (W)     SCALED    
 QO0629* NAVD 88     -       281.280  (meters)     922.83   (feet)  ADJUSTED  
 QO0629  ___________________________________________________________________
 QO0629  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 QO0629  DYNAMIC HT  -         281.274 (meters)     922.81  (feet)  COMP
 QO0629  MODELED GRAV-     980,586.2   (mgal)                       NAVD 88
 QO0629
 QO0629  VERT ORDER  -  SECOND    CLASS 0
 QO0629
 QO0629.The horizontal coordinates were scaled from a topographic map and have
 QO0629.an estimated accuracy of +/- 6 seconds.
 QO0629
 QO0629.The orthometric height was determined by differential leveling
 QO0629.and adjusted by the National Geodetic Survey in June 1991..
 QO0629
 QO0629.The geoid height was determined by GEOID03.
 QO0629
 QO0629.The dynamic height is computed by dividing the NAVD 88
 QO0629.geopotential number by the normal gravity value computed on the
 QO0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0629.degrees latitude (g = 980.6199 gals.).
 QO0629
 QO0629.The modeled gravity was interpolated from observed gravity values.
 QO0629
 QO0629;                    North         East    Units  Estimated Accuracy
 QO0629;SPC MN S     -   326,850.      874,280.      MT  (+/- 180 meters Scaled)
 QO0629
 QO0629                          SUPERSEDED SURVEY CONTROL
 QO0629
 QO0629  NGVD 29 (??/??/92)  281.225  (m)          922.65   (f) ADJ UNCH    2 0
 QO0629
 QO0629.Superseded values are not recommended for survey control.
 QO0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0629.See file dsdata.txt to determine how the superseded data were derived.
 QO0629
 QO0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK954871(NAD 83)
 QO0629_MARKER: DB = BENCH MARK DISK
 QO0629_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0629_SP_SET: UNDER BRIDGE IN ABUTMENT
 QO0629_STAMPING: 6286 A 3 1971
 QO0629_MARK LOGO: MNDT  
 QO0629_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0629+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2003
 QO0629
 QO0629  HISTORY     - Date     Condition        Report By
 QO0629  HISTORY     - 1971     MONUMENTED       MNDT
 QO0629  HISTORY     - 20030803 GOOD             MNDT
 QO0629
 QO0629                          STATION DESCRIPTION
 QO0629
 QO0629'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0629'IN VADNAIS HEIGHTS.
 QO0629'MARK IS LOCATED 0.2 MILES EAST ALONG FAI 694 FROM THE EAST JUNCTION OF
 QO0629'FAI 694 AND FAI 35-E IN VADNAIS HEIGHTS, AT FAI 694 MILE MARKER 12.1,
 QO0629'IN THE SOUTHEAST CORNER OF TOEWALL OF BRIDGE NO. 9827, 1 FOOT NORTH OF
 QO0629'THE SOUTH SLOPE PROTECTION CURBING, ABOUT 2 FEET LOWER THAN THE
 QO0629'CENTERLINE OF WESTBOUND FAI 694.  SW 1/4 SECTION 33, T 30N, R 22W.
 QO0629
 QO0629                          STATION RECOVERY (2003)
 QO0629
 QO0629'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0629'AT VADNAIS HEIGHTS, 0.2 MILES EAST OF EAST JUNCTION OF INTERSTATE
 QO0629'HIGHWAY 694 AND INTERSTATE HIGHWAY 35E, AT INTERSTATE HIGHWAY 694 NT
 QO0629'12.1, IN SOUTHEAST CORNER OF COUNTY ROAD 61 (LABORE RD) BRIDGE 9827
 QO0629'OVER WB INTERSTATE HIGHWAY 694, 1 FT SLOPE PROTECTION, UNDER BRIDGE 38
 QO0629'FEET SOUTH OF GUARDRAIL RECESSED 2 FEET UNDER GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0628 ***********************************************************************
 QO0628  DESIGNATION -  6286 B
 QO0628  PID         -  QO0628
 QO0628  STATE/COUNTY-  MN/RAMSEY
 QO0628  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0628
 QO0628                         *CURRENT SURVEY CONTROL
 QO0628  ___________________________________________________________________
 QO0628* NAD 83(1986)-  45 02 15.     (N)    093 02 29.     (W)     SCALED    
 QO0628* NAVD 88     -       280.914  (meters)     921.63   (feet)  ADJUSTED  
 QO0628  ___________________________________________________________________
 QO0628  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 QO0628  DYNAMIC HT  -         280.908 (meters)     921.61  (feet)  COMP
 QO0628  MODELED GRAV-     980,586.9   (mgal)                       NAVD 88
 QO0628
 QO0628  VERT ORDER  -  SECOND    CLASS 0
 QO0628
 QO0628.The horizontal coordinates were scaled from a topographic map and have
 QO0628.an estimated accuracy of +/- 6 seconds.
 QO0628
 QO0628.The orthometric height was determined by differential leveling
 QO0628.and adjusted by the National Geodetic Survey in June 1991..
 QO0628
 QO0628.The geoid height was determined by GEOID03.
 QO0628
 QO0628.The dynamic height is computed by dividing the NAVD 88
 QO0628.geopotential number by the normal gravity value computed on the
 QO0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0628.degrees latitude (g = 980.6199 gals.).
 QO0628
 QO0628.The modeled gravity was interpolated from observed gravity values.
 QO0628
 QO0628;                    North         East    Units  Estimated Accuracy
 QO0628;SPC MN S     -   326,840.      875,530.      MT  (+/- 180 meters Scaled)
 QO0628
 QO0628                          SUPERSEDED SURVEY CONTROL
 QO0628
 QO0628  NGVD 29 (??/??/92)  280.859  (m)          921.45   (f) ADJ UNCH    2 0
 QO0628
 QO0628.Superseded values are not recommended for survey control.
 QO0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0628.See file dsdata.txt to determine how the superseded data were derived.
 QO0628
 QO0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK967871(NAD 83)
 QO0628_MARKER: DB = BENCH MARK DISK
 QO0628_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0628_SP_SET: BRIDGE ABUTMENT
 QO0628_STAMPING: 6286 B 1969
 QO0628_MARK LOGO: MNDT  
 QO0628_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0628+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 QO0628
 QO0628  HISTORY     - Date     Condition        Report By
 QO0628  HISTORY     - 1969     MONUMENTED       MNDT
 QO0628  HISTORY     - 1971     GOOD             MNDT
 QO0628  HISTORY     - 1980     GOOD             MNDT
 QO0628  HISTORY     - 20030806 GOOD             MNDT
 QO0628
 QO0628                          STATION DESCRIPTION
 QO0628
 QO0628'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0628'IN VADNAIS HEIGHTS.
 QO0628'1.0 MILE EAST ALONG FAI 694 FROM THE EAST JUNCTION OF FAI 694 AND FAI
 QO0628'35-E IN VADNAIS HEIGHTS, AT FAI 694 MILE MARKER NO. 12.9 IN THE
 QO0628'SOUTHEAST CORNER OF BRIDGE NO. 62851, FAI 694 WESTBOUND OVER T.H. 61.
 QO0628'NOTE-- ORIGINAL DESCRIPTION SHOWS THIS MARK IN THE SOUTHEAST CORNER OF
 QO0628'BRIDGE NO. 62852, FAI 694 EASTBOUND OVER T.H. 61.  SW 1/4, SEC 34, T
 QO0628'30N, R 22W.
 QO0628
 QO0628                          STATION RECOVERY (1980)
 QO0628
 QO0628'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0628'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO0628'LOCATED 1 MILE EAST ALONG INTERSTATE HIGHWAY 694 FROM ITS JUNCTION
 QO0628'WITH INTERSTATE HIGHWAY 35E AND IS NEAR HIGHWAY 694 MILE POINT 12.9
 QO0628'IN THE SW 1/4 OF SECTION 34, T30N, R22W.  THE MARK IS 20 FEET SOUTH
 QO0628'OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 694 IN THE ABUTMENT
 QO0628'IN THE SOUTHEAST CORNER OF BRIDGE 62851 CARRYING WESTBOUND HIGHWAY
 QO0628'694 OVER TRUNK HIGHWAY 61.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QO0628'STAMPED---6286 B 1969---, IS CEMENTED IN A DRILL HOLE IN THE
 QO0628'ABUTMENT.
 QO0628
 QO0628                          STATION RECOVERY (2003)
 QO0628
 QO0628'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0628'IN VADNAIS HEIGHTS, 1 MILES EAST OF JUNCTION INTERSTATE HIGHWAY 694
 QO0628'AND INTERSTATE HIGHWAY 35E, IN SOUTHEAST CORNER OF WB INTERSTATE
 QO0628'HIGHWAY 694 BRIDGE 62851 OVER TRUNK HIGHWAY 61, 20 FEET SOUTH OF WB
 QO0628'INTERSTATE HIGHWAY 694, AT INTERSTATE HIGHWAY 694 MILEPOINT 12.9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0627 ***********************************************************************
 QO0627  DESIGNATION -  6286 C
 QO0627  PID         -  QO0627
 QO0627  STATE/COUNTY-  MN/RAMSEY
 QO0627  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0627
 QO0627                         *CURRENT SURVEY CONTROL
 QO0627  ___________________________________________________________________
 QO0627* NAD 83(1986)-  45 02 14.     (N)    093 02 09.     (W)     SCALED    
 QO0627* NAVD 88     -       280.448  (meters)     920.10   (feet)  ADJUSTED  
 QO0627  ___________________________________________________________________
 QO0627  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 QO0627  DYNAMIC HT  -         280.442 (meters)     920.08  (feet)  COMP
 QO0627  MODELED GRAV-     980,587.1   (mgal)                       NAVD 88
 QO0627
 QO0627  VERT ORDER  -  SECOND    CLASS 0
 QO0627
 QO0627.The horizontal coordinates were scaled from a topographic map and have
 QO0627.an estimated accuracy of +/- 6 seconds.
 QO0627
 QO0627.The orthometric height was determined by differential leveling
 QO0627.and adjusted by the National Geodetic Survey in June 1991..
 QO0627
 QO0627.The geoid height was determined by GEOID03.
 QO0627
 QO0627.The dynamic height is computed by dividing the NAVD 88
 QO0627.geopotential number by the normal gravity value computed on the
 QO0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0627.degrees latitude (g = 980.6199 gals.).
 QO0627
 QO0627.The modeled gravity was interpolated from observed gravity values.
 QO0627
 QO0627;                    North         East    Units  Estimated Accuracy
 QO0627;SPC MN S     -   326,810.      875,970.      MT  (+/- 180 meters Scaled)
 QO0627
 QO0627                          SUPERSEDED SURVEY CONTROL
 QO0627
 QO0627  NGVD 29 (??/??/92)  280.392  (m)          919.92   (f) ADJ UNCH    2 0
 QO0627
 QO0627.Superseded values are not recommended for survey control.
 QO0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0627.See file dsdata.txt to determine how the superseded data were derived.
 QO0627
 QO0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK971870(NAD 83)
 QO0627_MARKER: DB = BENCH MARK DISK
 QO0627_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0627_SP_SET: BRIDGE ABUTMENT
 QO0627_STAMPING: 6286 C 1969
 QO0627_MARK LOGO: MNDT  
 QO0627_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0627+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 QO0627
 QO0627  HISTORY     - Date     Condition        Report By
 QO0627  HISTORY     - 1969     MONUMENTED       MNDT
 QO0627  HISTORY     - 1971     GOOD             MNDT
 QO0627  HISTORY     - 20030806 GOOD             MNDT
 QO0627
 QO0627                          STATION DESCRIPTION
 QO0627
 QO0627'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0627'IN WHITE BEAR.
 QO0627'IN WHITE BEAR TOWNSHIP, 0.2 MILES EAST ALONG FAI 694 FROM THE JUNCTION
 QO0627'OF FAI 694 AND T.H. 61 IN VADNAIS HEIGHTS, ABOUT 300 FEET NORTH OF
 QO0627'COUNTY ROAD D, IN THE SOUTHEAST CORNER OF BRIDGE NO. 62822, AT FAI 694
 QO0627'MILE MARKER 13.2, BURLINGTON NORTHERN, INC., RAILROAD OVER FAI 694. SW
 QO0627'1/4, SEC 34, T 30N, R 22W.
 QO0627
 QO0627                          STATION RECOVERY (2003)
 QO0627
 QO0627'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0627'AT VADNAIS HEIGHTS, O.2 MILES EAST OF JUNCTION INTERSTATE HIGHWAY 694
 QO0627'AND TRUNK HIGHWAY 61, 300 FEET NORTH OF COUNTY ROAD D, IN SOUTHEAST
 QO0627'CORNER OF RAILROAD BRIDGE 62822 OVER INTERSTATE HIGHWAY 694, AT
 QO0627'INTERSTATE HIGHWAY 694 MILEPOINT 13.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0626 ***********************************************************************
 QO0626  DESIGNATION -  6286 D
 QO0626  PID         -  QO0626
 QO0626  STATE/COUNTY-  MN/RAMSEY
 QO0626  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0626
 QO0626                         *CURRENT SURVEY CONTROL
 QO0626  ___________________________________________________________________
 QO0626* NAD 83(1986)-  45 02 14.     (N)    093 01 03.     (W)     SCALED    
 QO0626* NAVD 88     -       292.932  (meters)     961.06   (feet)  ADJUSTED  
 QO0626  ___________________________________________________________________
 QO0626  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 QO0626  DYNAMIC HT  -         292.926 (meters)     961.04  (feet)  COMP
 QO0626  MODELED GRAV-     980,587.4   (mgal)                       NAVD 88
 QO0626
 QO0626  VERT ORDER  -  SECOND    CLASS 0
 QO0626
 QO0626.The horizontal coordinates were scaled from a topographic map and have
 QO0626.an estimated accuracy of +/- 6 seconds.
 QO0626
 QO0626.The orthometric height was determined by differential leveling
 QO0626.and adjusted by the National Geodetic Survey in June 1991..
 QO0626
 QO0626.The geoid height was determined by GEOID03.
 QO0626
 QO0626.The dynamic height is computed by dividing the NAVD 88
 QO0626.geopotential number by the normal gravity value computed on the
 QO0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0626.degrees latitude (g = 980.6199 gals.).
 QO0626
 QO0626.The modeled gravity was interpolated from observed gravity values.
 QO0626
 QO0626;                    North         East    Units  Estimated Accuracy
 QO0626;SPC MN S     -   326,830.      877,410.      MT  (+/- 180 meters Scaled)
 QO0626
 QO0626                          SUPERSEDED SURVEY CONTROL
 QO0626
 QO0626  NGVD 29 (??/??/92)  292.877  (m)          960.88   (f) ADJ UNCH    2 0
 QO0626
 QO0626.Superseded values are not recommended for survey control.
 QO0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0626.See file dsdata.txt to determine how the superseded data were derived.
 QO0626
 QO0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK986870(NAD 83)
 QO0626_MARKER: DB = BENCH MARK DISK
 QO0626_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0626_SP_SET: BRIDGE ABUTMENT
 QO0626_STAMPING: 6286 D 1969
 QO0626_MARK LOGO: MNDT  
 QO0626_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0626+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 QO0626
 QO0626  HISTORY     - Date     Condition        Report By
 QO0626  HISTORY     - 1969     MONUMENTED       MNDT
 QO0626  HISTORY     - 198810   GOOD             USPSQD
 QO0626  HISTORY     - 20030806 GOOD             MNDT
 QO0626
 QO0626                          STATION DESCRIPTION
 QO0626
 QO0626'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0626'1.3 MI SE FROM HOFFMAN CORNER.
 QO0626'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE 62826, FAI 694
 QO0626'EASTBOUND OVER WHITE BEAR AVENUE ABOUT 1.2 MILES EAST OF T.H. 61.  SW
 QO0626'1/4 SECTION 35, T 30N, R 22W.
 QO0626
 QO0626                          STATION RECOVERY (1988)
 QO0626
 QO0626'RECOVERY NOTE BY US POWER SQUADRON 1988 (MMJ)
 QO0626'RECOVERED IN GOOD CONDITION.
 QO0626
 QO0626                          STATION RECOVERY (2003)
 QO0626
 QO0626'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0626'AT MAPLEWOOD, 1.2 MILES EAST OF JUNCTION INTERSTATE HIGHWAY 694 AND
 QO0626'TRUNK HIGHWAY 61, IN SOUTHEAST CORNER OF INTERSTATE HIGHWAY 694
 QO0626'EASTBOUND BRIDGE 62826 OVER WHITE BEAR AVENUE (CO ROAD 65)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0145 ***********************************************************************
 QO0145  DESIGNATION -  6286 E
 QO0145  PID         -  QO0145
 QO0145  STATE/COUNTY-  MN/RAMSEY
 QO0145  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0145
 QO0145                         *CURRENT SURVEY CONTROL
 QO0145  ___________________________________________________________________
 QO0145* NAD 83(1986)-  45 02 12.     (N)    093 00 19.     (W)     SCALED    
 QO0145* NAVD 88     -       300.426  (meters)     985.65   (feet)  ADJUSTED  
 QO0145  ___________________________________________________________________
 QO0145  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 QO0145  DYNAMIC HT  -         300.420 (meters)     985.63  (feet)  COMP
 QO0145  MODELED GRAV-     980,587.3   (mgal)                       NAVD 88
 QO0145
 QO0145  VERT ORDER  -  SECOND    CLASS 0
 QO0145
 QO0145.The horizontal coordinates were scaled from a topographic map and have
 QO0145.an estimated accuracy of +/- 6 seconds.
 QO0145
 QO0145.The orthometric height was determined by differential leveling
 QO0145.and adjusted by the National Geodetic Survey in June 1991..
 QO0145
 QO0145.The geoid height was determined by GEOID03.
 QO0145
 QO0145.The dynamic height is computed by dividing the NAVD 88
 QO0145.geopotential number by the normal gravity value computed on the
 QO0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0145.degrees latitude (g = 980.6199 gals.).
 QO0145
 QO0145.The modeled gravity was interpolated from observed gravity values.
 QO0145
 QO0145;                    North         East    Units  Estimated Accuracy
 QO0145;SPC MN S     -   326,780.      878,380.      MT  (+/- 180 meters Scaled)
 QO0145
 QO0145                          SUPERSEDED SURVEY CONTROL
 QO0145
 QO0145  NGVD 29 (??/??/92)  300.37   (m)          985.5    (f) COMPUTED    2 0
 QO0145
 QO0145.Superseded values are not recommended for survey control.
 QO0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0145.See file dsdata.txt to determine how the superseded data were derived.
 QO0145
 QO0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK995870(NAD 83)
 QO0145_MARKER: DB = BENCH MARK DISK
 QO0145_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0145_SP_SET: BRIDGE ABUTMENT
 QO0145_STAMPING: 6286 E 1969
 QO0145_MARK LOGO: MNDT  
 QO0145_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0145+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 QO0145
 QO0145  HISTORY     - Date     Condition        Report By
 QO0145  HISTORY     - 1969     MONUMENTED       MNDT
 QO0145  HISTORY     - 20030806 GOOD             MNDT
 QO0145
 QO0145                          STATION DESCRIPTION
 QO0145
 QO0145'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0145'IN MAPLEWOOD.
 QO0145'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 62837, MCKNIGHT
 QO0145'ROAD OVER FAI 694 ABOUT 0.8 MILES WEST OF T.H. 120.  SE 1/4 SECTION
 QO0145'35, T 30N, R 22W.
 QO0145
 QO0145                          STATION RECOVERY (2003)
 QO0145
 QO0145'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0145'AT MAPLEWOOD, 0.8 MILES WEST OF JUNCTION TRUNK HIGHWAY 120 AND
 QO0145'INTERSTATE HIGHWAY 694, IN SOUTHEAST CORNER OF MC KNIGHT ROAD (CO ROAD
 QO0145'68) BRIDGE 62837 OVER INTERSTATE HIGHWAY 694
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0142 ***********************************************************************
 QO0142  DESIGNATION -  6286 F
 QO0142  PID         -  QO0142
 QO0142  STATE/COUNTY-  MN/WASHINGTON
 QO0142  USGS QUAD   -  WHITE BEAR LAKE EAST (1993)
 QO0142
 QO0142                         *CURRENT SURVEY CONTROL
 QO0142  ___________________________________________________________________
 QO0142* NAD 83(1986)-  45 02 03.     (N)    092 59 03.     (W)     SCALED    
 QO0142* NAVD 88     -       314.369  (meters)    1031.39   (feet)  ADJUSTED  
 QO0142  ___________________________________________________________________
 QO0142  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 QO0142  DYNAMIC HT  -         314.361 (meters)    1031.37  (feet)  COMP
 QO0142  MODELED GRAV-     980,583.2   (mgal)                       NAVD 88
 QO0142
 QO0142  VERT ORDER  -  SECOND    CLASS 0
 QO0142
 QO0142.The horizontal coordinates were scaled from a topographic map and have
 QO0142.an estimated accuracy of +/- 6 seconds.
 QO0142
 QO0142.The orthometric height was determined by differential leveling
 QO0142.and adjusted by the National Geodetic Survey in June 1991..
 QO0142
 QO0142.Photographs are available for this station.
 QO0142
 QO0142.The geoid height was determined by GEOID03.
 QO0142
 QO0142.The dynamic height is computed by dividing the NAVD 88
 QO0142.geopotential number by the normal gravity value computed on the
 QO0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0142.degrees latitude (g = 980.6199 gals.).
 QO0142
 QO0142.The modeled gravity was interpolated from observed gravity values.
 QO0142
 QO0142;                    North         East    Units  Estimated Accuracy
 QO0142;SPC MN S     -   326,520.      880,040.      MT  (+/- 180 meters Scaled)
 QO0142
 QO0142                          SUPERSEDED SURVEY CONTROL
 QO0142
 QO0142  NGVD 29 (??/??/92)  314.313  (m)         1031.21   (f) ADJ UNCH    2 0
 QO0142
 QO0142.Superseded values are not recommended for survey control.
 QO0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0142.See file dsdata.txt to determine how the superseded data were derived.
 QO0142
 QO0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK012867(NAD 83)
 QO0142_MARKER: DB = BENCH MARK DISK
 QO0142_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0142_SP_SET: BRIDGE ABUTMENT
 QO0142_STAMPING: 6286 F 1969
 QO0142_MARK LOGO: MNHD  
 QO0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0142
 QO0142  HISTORY     - Date     Condition        Report By
 QO0142  HISTORY     - 1969     MONUMENTED       MNHD
 QO0142  HISTORY     - 1980     GOOD             MNDT
 QO0142  HISTORY     - 19881001 GOOD             USPSQD
 QO0142  HISTORY     - 19881001 GOOD             USPSQD
 QO0142
 QO0142                          STATION DESCRIPTION
 QO0142
 QO0142'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0142'IN MAPLEWOOD.
 QO0142'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 62827, T.H. 120
 QO0142'OVER FAI 694, AT THE RAMSEY - WASHINGTON COUNTY LINE, 0.8 MILES NORTH
 QO0142'OF T.H. 36.  NE 1/4 SECTION 1, T 29N, R 22W.
 QO0142
 QO0142                          STATION RECOVERY (1980)
 QO0142
 QO0142'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0142'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO0142'LOCATED IN THE NORTHWEST CORNER OF OAKDALE AT THE JUNCTION OF TRUNK
 QO0142'HIGHWAYS 120 AND 694 IN THE NW 1/4 OF SECTION 6, T29N, R21W.  THE
 QO0142'MARK IS 22.5 FEET EAST OF AND 0.5 FOOT HIGHER THAN THE CENTERLINE OF
 QO0142'TRUNK HIGHWAY 120 IN THE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE
 QO0142'62827 CARRYING HIGHWAY 120 OVER INTERSTATE HIGHWAY 694.  THE MARK, A
 QO0142'STANDARD MNHD BENCH MARK DISK STAMPED---6286 F 1969---, IS CEMENTED
 QO0142'IN A DRILL HOLE IN THE BRIDGE ABUTMENT.
 QO0142
 QO0142                          STATION RECOVERY (1988)
 QO0142
 QO0142'RECOVERY NOTE BY US POWER SQUADRON 1988 (PT)
 QO0142'RECOVERED IN GOOD CONDITION.
 QO0142
 QO0142                          STATION RECOVERY (1988)
 QO0142
 QO0142'RECOVERY NOTE BY US POWER SQUADRON 1988 (TS)
 QO0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5949 ***********************************************************************
 DF5949  DESIGNATION -  63
 DF5949  PID         -  DF5949
 DF5949  STATE/COUNTY-  MN/PINE
 DF5949  USGS QUAD   -  ARTHYDE (1969)
 DF5949
 DF5949                         *CURRENT SURVEY CONTROL
 DF5949  ___________________________________________________________________
 DF5949* NAD 83(1996)-  46 19 03.38030(N)    093 02 01.42106(W)     ADJUSTED  
 DF5949* NAVD 88     -       385.2    (meters)    1264.     (feet)  GPS OBS   
 DF5949  ___________________________________________________________________
 DF5949  X           -    -233,558.268 (meters)                     COMP
 DF5949  Y           -  -4,406,919.405 (meters)                     COMP
 DF5949  Z           -   4,589,959.285 (meters)                     COMP
 DF5949  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DF5949  ELLIP HEIGHT-         357.51  (meters)          (05/27/03) GPS OBS
 DF5949  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DF5949
 DF5949  HORZ ORDER  -  FIRST
 DF5949  ELLP ORDER  -  THIRD     CLASS I
 DF5949
 DF5949.The horizontal coordinates were established by GPS observations
 DF5949.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5949
 DF5949.The orthometric height was determined by GPS observations and a
 DF5949.high-resolution geoid model.
 DF5949
 DF5949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5949
 DF5949.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5949
 DF5949.The ellipsoidal height was determined by GPS observations
 DF5949.and is referenced to NAD 83.
 DF5949
 DF5949.The geoid height was determined by GEOID03.
 DF5949
 DF5949;                    North         East     Units Scale Factor Converg.
 DF5949;SPC MN C     -   247,165.874   893,664.930   MT  0.99992207   +0 52 47.4
 DF5949;UTM  15      - 5,129,337.194   497,403.340   MT  0.99960008   -0 01 27.8
 DF5949
 DF5949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5949!SPC MN C     -   0.99994396  x   0.99992207  =   0.99986603
 DF5949!UTM  15      -   0.99994396  x   0.99960008  =   0.99954406
 DF5949
 DF5949                          SUPERSEDED SURVEY CONTROL
 DF5949
 DF5949.No superseded survey control is available for this station.
 DF5949
 DF5949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9740329337(NAD 83)
 DF5949_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5949_STAMPING: NO 63
 DF5949_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5949+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5949
 DF5949  HISTORY     - Date     Condition        Report By
 DF5949  HISTORY     - 1999     MONUMENTED       MN-115
 DF5949
 DF5949                          STATION DESCRIPTION
 DF5949
 DF5949'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5949'9.7 MI (15.6 KM) WEST ON CO RD 41 FROM JCT OF CO RD 61 IN WILLOW
 DF5949'RIVER, 0.05 MI (0.08 KM) WEST OF BALSAM RD, 33 FT (10.1 M) SOUTH OF CO
 DF5949'RD 41, 19 FT (5.8 M) NORTH OF P-POLE, 2 FT (0.6 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1586 ***********************************************************************
 QO1586  DESIGNATION -  63 RC
 QO1586  PID         -  QO1586
 QO1586  STATE/COUNTY-  MN/PINE
 QO1586  USGS QUAD   -  HENRIETTE (1983)
 QO1586
 QO1586                         *CURRENT SURVEY CONTROL
 QO1586  ___________________________________________________________________
 QO1586* NAD 83(1996)-  45 52 18.55497(N)    093 07 01.44765(W)     ADJUSTED  
 QO1586* NAVD 88     -       303.74   (+/-2cm)     996.5    (feet)  VERTCON   
 QO1586  ___________________________________________________________________
 QO1586  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 QO1586  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 QO1586
 QO1586  HORZ ORDER  -  SECOND
 QO1586  VERT ORDER  -  THIRD ? (See Below)
 QO1586
 QO1586.The horizontal coordinates were established by classical geodetic methods
 QO1586.and adjusted by the National Geodetic Survey in March 1999..
 QO1586
 QO1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO1586.The vertical order pertains to the NGVD 29 superseded value.
 QO1586
 QO1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1586
 QO1586.The geoid height was determined by GEOID03.
 QO1586
 QO1586;                    North         East     Units Scale Factor Converg.
 QO1586;SPC MN C     -   197,528.675   887,956.015   MT  0.99995449   +0 49 10.4
 QO1586;UTM  15      - 5,079,812.730   490,914.184   MT  0.99960101   -0 05 02.5
 QO1586
 QO1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1586!SPC MN C     -   0.99995675  x   0.99995449  =   0.99991124
 QO1586!UTM  15      -   0.99995675  x   0.99960101  =   0.99955778
 QO1586
 QO1586                          SUPERSEDED SURVEY CONTROL
 QO1586
 QO1586  NAD 83(1986)-  45 52 18.54900(N)    093 07 01.44354(W) AD(       ) 2
 QO1586  NAD 27      -  45 52 18.70830(N)    093 07 00.66790(W) AD(       ) 2
 QO1586  NGVD 29 (07/19/86)  303.61   (m)          996.1    (f) LEVELING    3  
 QO1586
 QO1586.Superseded values are not recommended for survey control.
 QO1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1586.See file dsdata.txt to determine how the superseded data were derived.
 QO1586
 QO1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9091479813(NAD 83)
 QO1586_MARKER: DB = BENCH MARK DISK
 QO1586_SETTING: 0 = UNSPECIFIED SETTING
 QO1586
 QO1586  HISTORY     - Date     Condition        Report By
 QO1586  HISTORY     - 1961     MONUMENTED       USGS
 QO1586  HISTORY     - 19920810 MARK NOT FOUND   USPSQD
 QO1586  HISTORY     - 20021204 MARK NOT FOUND   MN-065
 QO1586
 QO1586                          STATION DESCRIPTION
 QO1586
 QO1586'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (BRB)
 QO1586'THE STATION IS LOCATED AT THE RAILROAD CROSSING IN HENRIETTE,
 QO1586'IN THE NORTHWEST 1/4 OF SEC. 17, T. 39 N., R. 22 W., AND ON
 QO1586'THE PROPERTY OF THE GREAT NORTHERN RAILWAY.  IT IS A U.S.
 QO1586'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED 63 RC 1954 996 FEET
 QO1586'ELEVATION, SET IN THE TOP OF A 7 INCH CONCRETE POST THAT PROJECTS
 QO1586'3 INCHES.  IT IS 116 FEET NORTH OF THE NORTHEAST CORNER OF THE
 QO1586'RAILROAD DEPOT, 22 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD
 QO1586'11, 21 FEET WEST OF THE WEST RAIL OF THE MAIN RAILROAD TRACK, AND
 QO1586'4 FEET NORTHWEST OF A TELEPHONE POLE.
 QO1586'
 QO1586'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HENRIETTE,
 QO1586'THE DISTANCE BEING 62.4460 METERS AND 204.87 FEET.
 QO1586
 QO1586                          STATION RECOVERY (1992)
 QO1586
 QO1586'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 QO1586'MARK NOT FOUND.
 QO1586
 QO1586                          STATION RECOVERY (2002)
 QO1586
 QO1586'RECOVERY NOTE BY KANABEC COUNTY MINNESOTA 2002 (DR)
 QO1586'SEARCHED FOR, NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7771 ***********************************************************************
 DG7771  DESIGNATION -  63 T
 DG7771  PID         -  DG7771
 DG7771  STATE/COUNTY-  MN/REDWOOD
 DG7771  USGS QUAD   -  MILROY SE (1962)
 DG7771
 DG7771                         *CURRENT SURVEY CONTROL
 DG7771  ___________________________________________________________________
 DG7771* NAD 83(1996)-  44 15 12.65725(N)    095 33 19.09326(W)     ADJUSTED  
 DG7771* NAVD 88     -       379.4    (meters)    1245.     (feet)  GPS OBS   
 DG7771  ___________________________________________________________________
 DG7771  X           -    -442,997.746 (meters)                     COMP
 DG7771  Y           -  -4,554,622.930 (meters)                     COMP
 DG7771  Z           -   4,428,557.512 (meters)                     COMP
 DG7771  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 DG7771  ELLIP HEIGHT-         352.41  (meters)          (10/29/04) GPS OBS
 DG7771  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DG7771
 DG7771  HORZ ORDER  -  FIRST
 DG7771  ELLP ORDER  -  FOURTH    CLASS I
 DG7771
 DG7771.The horizontal coordinates were established by GPS observations
 DG7771.and adjusted by the MN DEPT OF TRANSP in October 2004..
 DG7771
 DG7771.The orthometric height was determined by GPS observations and a
 DG7771.high-resolution geoid model.
 DG7771
 DG7771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7771
 DG7771.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7771
 DG7771.The ellipsoidal height was determined by GPS observations
 DG7771.and is referenced to NAD 83.
 DG7771
 DG7771.The geoid height was determined by GEOID03.
 DG7771
 DG7771;                    North         East     Units Scale Factor Converg.
 DG7771;SPC MN S     -   240,461.365   675,803.426   MT  0.99993136   -1 05 24.6
 DG7771;UTM  15      - 4,903,206.421   296,003.291   MT  1.00011182   -1 47 01.7
 DG7771
 DG7771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7771!SPC MN S     -   0.99994475  x   0.99993136  =   0.99987611
 DG7771!UTM  15      -   0.99994475  x   1.00011182  =   1.00005656
 DG7771
 DG7771                          SUPERSEDED SURVEY CONTROL
 DG7771
 DG7771.No superseded survey control is available for this station.
 DG7771
 DG7771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9600303206(NAD 83)
 DG7771_MARKER: DB = BENCH MARK DISK
 DG7771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7771_STAMPING: 63 T 1960 1244
 DG7771_MARK LOGO: USGS  
 DG7771_PROJECTION: PROJECTING 5 CENTIMETERS
 DG7771_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7771+STABILITY: SURFACE MOTION
 DG7771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7771+SATELLITE: SATELLITE OBSERVATIONS - 1960
 DG7771
 DG7771  HISTORY     - Date     Condition        Report By
 DG7771  HISTORY     - 1960     MONUMENTED       USGS
 DG7771
 DG7771                          STATION DESCRIPTION
 DG7771
 DG7771'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 DG7771'3.10 MILES EAST ALONG TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK HIGHWAY
 DG7771'14 AND COUNTY ROAD 11 IN TRACY, AT TRUNK HIGHWAY 14 MILEPOINT 45.85,
 DG7771'THEN 1.0 MILE NORTH ON COUNTY ROAD 8, THEN 536 FEET WEST ON 140TH
 DG7771'STREET, 45 FEET EAST OF FIELD ENTRANCE, 1.0 FOOT SOUTH OF EAST-WEST
 DG7771'FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB9920 ***********************************************************************
 AB9920  HT_MOD      -  This is a Height Modernization Survey Station.
 AB9920  CBN         -  This is a Cooperative Base Network Control Station.
 AB9920  DESIGNATION -  6301 K
 AB9920  PID         -  AB9920
 AB9920  STATE/COUNTY-  MN/RED LAKE
 AB9920  USGS QUAD   -  MARCOUX CORNERS (1982)
 AB9920
 AB9920                         *CURRENT SURVEY CONTROL
 AB9920  ___________________________________________________________________
 AB9920* NAD 83(1996)-  47 47 19.83648(N)    096 16 02.23599(W)     ADJUSTED  
 AB9920* NAVD 88     -       331.48   (meters)    1087.5    (feet)  GPS OBS   
 AB9920  ___________________________________________________________________
 AB9920  X           -    -468,690.325 (meters)                     COMP
 AB9920  Y           -  -4,267,681.652 (meters)                     COMP
 AB9920  Z           -   4,701,359.808 (meters)                     COMP
 AB9920  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AB9920  ELLIP HEIGHT-         304.49  (meters)          (01/15/97) GPS OBS
 AB9920  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AB9920
 AB9920  HORZ ORDER  -  B
 AB9920  ELLP ORDER  -  FOURTH    CLASS I
 AB9920
 AB9920.The horizontal coordinates were established by GPS observations
 AB9920.and adjusted by the National Geodetic Survey in January 1997..
 AB9920
 AB9920.The orthometric height was determined by GPS observations and a
 AB9920.high-resolution geoid model using precise GPS observation and
 AB9920.processing techniques.
 AB9920
 AB9920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9920
 AB9920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9920
 AB9920.The ellipsoidal height was determined by GPS observations
 AB9920.and is referenced to NAD 83.
 AB9920
 AB9920.The geoid height was determined by GEOID03.
 AB9920
 AB9920;                    North         East     Units Scale Factor Converg.
 AB9920;SPC MN N     -   248,145.749   562,766.514   MT  0.99990315   -2 20 51.6
 AB9920;UTM  14      - 5,296,447.933   704,671.028   MT  1.00011478   +2 01 29.1
 AB9920
 AB9920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9920!SPC MN N     -   0.99995228  x   0.99990315  =   0.99985543
 AB9920!UTM  14      -   0.99995228  x   1.00011478  =   1.00006705
 AB9920
 AB9920                          SUPERSEDED SURVEY CONTROL
 AB9920
 AB9920.No superseded survey control is available for this station.
 AB9920
 AB9920_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0467196448(NAD 83)
 AB9920_MARKER: DV = VERTICAL CONTROL DISK
 AB9920_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB9920_STAMPING: 6301 K 1982
 AB9920_MARK LOGO: MNDT  
 AB9920_PROJECTION: PROJECTING 8 CENTIMETERS
 AB9920_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9920+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 AB9920_ROD/PIPE-DEPTH:  3.0 meters
 AB9920
 AB9920  HISTORY     - Date     Condition        Report By
 AB9920  HISTORY     - 1982     MONUMENTED       MNDT
 AB9920  HISTORY     - 19940816 GOOD             MNDT
 AB9920  HISTORY     - 19971202 GOOD             MNDT
 AB9920  HISTORY     - 19980328 GOOD             MNDT
 AB9920  HISTORY     - 20040202 GOOD             MNDT
 AB9920  HISTORY     - 20050405 GOOD             MNDT
 AB9920
 AB9920                          STATION DESCRIPTION
 AB9920
 AB9920'DESCRIBED BY MN DEPT OF TRANSP 1994 (DKH)
 AB9920'THE MARK WAS RECOVERD IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 2
 AB9920'MI (3.2 KM) NORTH OF THE TOWN OF MARCOUX IN THE NE 1/4 OF SECTION 27,
 AB9920'T150N, R44W.  TO REACH THE MARK FROM THE JCT OF TH 32 AND TH 2 IN
 AB9920'MARCOUX, GO NORTH FOR 2.1 MI (3.4 KM) TO TH 32 MP 79.1 AND THE MARK ON
 AB9920'THE LEFT.  THE MARK, A DISK SET ON THE TOP OF A 10 FT (3.0 M) LONG
 AB9920'DRIVEN COPPER CLAD ROD, IS 100.0 FT (30.5 M) WEST OF TH 32, 29.0 FT
 AB9920'(8.8 M) SOUTH OF TWP RD, 1.0 FT (0.3 M) EAST OF A WIT POST, 1.0 FT
 AB9920'(0.3 M) NNE OF A CABLE MARKER POST, 2.6 FT (0.8 M) NNE OF A R/W POST,
 AB9920'AND 3.8 FT (1.2 M) NNE OF A FENCE COR POST.  RECOVERD AND DESCRIBED BY
 AB9920'DAVID K.  HERDER, TYPED BY G.W.O.
 AB9920
 AB9920                          STATION RECOVERY (1997)
 AB9920
 AB9920'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 AB9920'RECOVERED AS DESCRIBED.
 AB9920'
 AB9920
 AB9920                          STATION RECOVERY (1998)
 AB9920
 AB9920'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (MPP)
 AB9920'THE MARK WAS RECOVERED AS DESCRIBED.
 AB9920
 AB9920                          STATION RECOVERY (2004)
 AB9920
 AB9920'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DKH)
 AB9920'2.1 MILES NORTH OF MARCOUX, 2.1 MILES NORTH ON TRUNK HIGHWAY 32 FROM
 AB9920'JUNCTION OF TRUNK HIGHWAY 32 AND TRUNK HIGHWAY 2, AT TRUNK HIGHWAY 32
 AB9920'MILEPOINT 79.10, 100 FEET WEST OF TRUNK HIGHWAY 32, 29 FEET SOUTH OF
 AB9920'TOWNSHIP ROAD, 2.6 FEET NORTH-NORTHEAST OF R/W POST, 3.8 FEET
 AB9920'NORTH-NORTHEAST OF FENCE CORNER POST, 1.0 FEET EAST OF WITNESS POST
 AB9920
 AB9920                          STATION RECOVERY (2005)
 AB9920
 AB9920'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AB9920'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0081 ***********************************************************************
 SL0081  DESIGNATION -  6302 B
 SL0081  PID         -  SL0081
 SL0081  STATE/COUNTY-  MN/RED LAKE
 SL0081  USGS QUAD   -  BROOKS (1964)
 SL0081
 SL0081                         *CURRENT SURVEY CONTROL
 SL0081  ___________________________________________________________________
 SL0081* NAD 83(1986)-  47 47 24.     (N)    096 00 01.     (W)     SCALED    
 SL0081* NAVD 88     -       346.464  (meters)    1136.69   (feet)  ADJUSTED  
 SL0081  ___________________________________________________________________
 SL0081  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 SL0081  DYNAMIC HT  -         346.525 (meters)    1136.89  (feet)  COMP
 SL0081  MODELED GRAV-     980,778.3   (mgal)                       NAVD 88
 SL0081
 SL0081  VERT ORDER  -  SECOND    CLASS I
 SL0081
 SL0081.The horizontal coordinates were scaled from a topographic map and have
 SL0081.an estimated accuracy of +/- 6 seconds.
 SL0081
 SL0081.The orthometric height was determined by differential leveling
 SL0081.and adjusted by the National Geodetic Survey in June 1991..
 SL0081
 SL0081.The geoid height was determined by GEOID03.
 SL0081
 SL0081.The dynamic height is computed by dividing the NAVD 88
 SL0081.geopotential number by the normal gravity value computed on the
 SL0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0081.degrees latitude (g = 980.6199 gals.).
 SL0081
 SL0081.The modeled gravity was interpolated from observed gravity values.
 SL0081
 SL0081;                    North         East    Units  Estimated Accuracy
 SL0081;SPC MN N     -   247,490.      582,760.      MT  (+/- 180 meters Scaled)
 SL0081
 SL0081                          SUPERSEDED SURVEY CONTROL
 SL0081
 SL0081  NGVD 29 (??/??/92)  346.103  (m)         1135.51   (f) ADJ UNCH    2 1
 SL0081
 SL0081.Superseded values are not recommended for survey control.
 SL0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0081.See file dsdata.txt to determine how the superseded data were derived.
 SL0081
 SL0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT246973(NAD 83)
 SL0081_MARKER: DD = SURVEY DISK
 SL0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0081_STAMPING: 6302 B
 SL0081_MARK LOGO: MNHD  
 SL0081_PROJECTION: PROJECTING 10 CENTIMETERS
 SL0081_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 SL0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0081+STABILITY: SURFACE MOTION
 SL0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SL0081+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2004
 SL0081
 SL0081  HISTORY     - Date     Condition        Report By
 SL0081  HISTORY     - 1947     MONUMENTED       MNHD
 SL0081  HISTORY     - 1977     GOOD             MNDT
 SL0081  HISTORY     - 20020827 GOOD             MNDT
 SL0081  HISTORY     - 20040614 GOOD             MNDT
 SL0081
 SL0081                          STATION DESCRIPTION
 SL0081
 SL0081'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0081'1.70 MI S FROM BROOKS.
 SL0081'THE MARK IS LOCATED AT TRUNK HIGHWAY 59 MILEPOST 332.65 WHICH IS 3.0
 SL0081'MILES SOUTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAYS
 SL0081'59 AND 92 NORTH OF BROOKS.  IT IS 89.1 FEET WEST OF THE CENTERLINE OF
 SL0081'TRUNK HIGHWAY 59, 42.6 FEET NORTHEAST OF THE NORTH END OF A 48 INCH
 SL0081'CORRUGATED METAL CULVERT UNDER COUNTY ROAD 16, 58 FEET NORTH OF THE
 SL0081'CENTER OF COUNTY ROAD 16, 1.4 FEET SOUTH OF A TELEGRAPH POLE, AND 33.5
 SL0081'FEET EAST OF THE EAST RAIL OF THE SOO LINE RAILROAD. IT IS SET IN THE
 SL0081'TOP OF A REINFORCED CONCRETE PRECAST POST WHICH IS PROJECTING 4 INCHES
 SL0081'ABOVE THE GROUND, ABOUT 4 FEET BELOW THE LEVEL OF THE CENTERLINE OF
 SL0081'TRUNK HIGHWAY 59, AND 0.4 FOOT EAST OF A STEEL WITNESS POST. SW 1/4
 SL0081'SECTION 23, T 150N, R 42W.
 SL0081
 SL0081                          STATION RECOVERY (2002)
 SL0081
 SL0081'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SL0081'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK
 SL0081'PROJECTS 4 INCHES, MAGNETIC, AND NOT SUITABLE FOR GPS.
 SL0081
 SL0081                          STATION RECOVERY (2004)
 SL0081
 SL0081'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MAK)
 SL0081'1.7 MILES SOUTH OF BROOKS, AT TRUNK HIGHWAY 59 MILEPOINT 332.65, 2
 SL0081'MILES SOUTH ON TRUNK HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 59 AND
 SL0081'TRUNK HIGHWAY 92, 89.1 FEET WEST OF TRUNK HIGHWAY 59, 42.6 FEET
 SL0081'NORTHEAST OF NORTH END OF METAL CULVERT, 58 FEET NORTH OF COUNTY ROAD
 SL0081'16, 1.4 FEET SOUTH OF TELEPHONE POLE, 33.5 FEET EAST OF EAST RAIL OF
 SL0081'RAILROAD TRACKS, 0.4 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0086 ***********************************************************************
 SL0086  DESIGNATION -  6302 D
 SL0086  PID         -  SL0086
 SL0086  STATE/COUNTY-  MN/RED LAKE
 SL0086  USGS QUAD   -  BROOKS (1964)
 SL0086
 SL0086                         *CURRENT SURVEY CONTROL
 SL0086  ___________________________________________________________________
 SL0086* NAD 83(1996)-  47 45 58.34601(N)    096 00 04.13119(W)     ADJUSTED  
 SL0086* NAVD 88     -       350.856  (meters)    1151.10   (feet)  ADJUSTED  
 SL0086  ___________________________________________________________________
 SL0086  X           -    -449,058.089 (meters)                     COMP
 SL0086  Y           -  -4,271,679.316 (meters)                     COMP
 SL0086  Z           -   4,699,682.722 (meters)                     COMP
 SL0086  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 SL0086  ELLIP HEIGHT-         323.85  (meters)          (08/20/03) GPS OBS
 SL0086  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 SL0086  DYNAMIC HT  -         350.919 (meters)    1151.31  (feet)  COMP
 SL0086  MODELED GRAV-     980,779.7   (mgal)                       NAVD 88
 SL0086
 SL0086  HORZ ORDER  -  FIRST
 SL0086  VERT ORDER  -  SECOND    CLASS I
 SL0086  ELLP ORDER  -  THIRD     CLASS II
 SL0086
 SL0086.The horizontal coordinates were established by GPS observations
 SL0086.and adjusted by the MN DEPT OF TRANSP in August 2003..
 SL0086
 SL0086.The orthometric height was determined by differential leveling
 SL0086.and adjusted by the National Geodetic Survey in March 2006..
 SL0086.No vertical observational check was made to the station.
 SL0086
 SL0086.Photographs are available for this station.
 SL0086
 SL0086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL0086
 SL0086.The Laplace correction was computed from DEFLEC99 derived deflections.
 SL0086
 SL0086.The ellipsoidal height was determined by GPS observations
 SL0086.and is referenced to NAD 83.
 SL0086
 SL0086.The geoid height was determined by GEOID03.
 SL0086
 SL0086.The dynamic height is computed by dividing the NAVD 88
 SL0086.geopotential number by the normal gravity value computed on the
 SL0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0086.degrees latitude (g = 980.6199 gals.).
 SL0086
 SL0086.The modeled gravity was interpolated from observed gravity values.
 SL0086
 SL0086;                    North         East     Units Scale Factor Converg.
 SL0086;SPC MN N     -   244,848.440   582,596.502   MT  0.99990354   -2 09 01.4
 SL0086;UTM  14      - 5,294,671.445   724,699.952   MT  1.00022048   +2 13 16.7
 SL0086;UTM  15      - 5,294,678.117   275,128.094   MT  1.00022143   -2 13 22.8
 SL0086
 SL0086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL0086!SPC MN N     -   0.99994924  x   0.99990354  =   0.99985279
 SL0086!UTM  14      -   0.99994924  x   1.00022048  =   1.00016971
 SL0086!UTM  15      -   0.99994924  x   1.00022143  =   1.00017066
 SL0086
 SL0086                          SUPERSEDED SURVEY CONTROL
 SL0086
 SL0086  NAVD 88 (06/15/91)  350.800  (m)         1150.92   (f) UNKNOWN     2 1
 SL0086  NGVD 29 (??/??/92)  350.442  (m)         1149.74   (f) ADJ UNCH    2 1
 SL0086
 SL0086.Superseded values are not recommended for survey control.
 SL0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0086.See file dsdata.txt to determine how the superseded data were derived.
 SL0086
 SL0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT2470094671(NAD 83)
 SL0086_MARKER: DV = VERTICAL CONTROL DISK
 SL0086_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 SL0086+WITH SETTING: INFORMATION.
 SL0086_SP_SET: 4 FEET
 SL0086_STAMPING: 6302 D 1977
 SL0086_MARK LOGO: MNDT  
 SL0086_PROJECTION: FLUSH
 SL0086_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SL0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL0086+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005
 SL0086_ROD/PIPE-DEPTH:  2.4 meters
 SL0086
 SL0086  HISTORY     - Date     Condition        Report By
 SL0086  HISTORY     - 1977     MONUMENTED       MNDT
 SL0086  HISTORY     - 20020827 GOOD             MNDT
 SL0086  HISTORY     - 20050518 GOOD             MNDT
 SL0086
 SL0086                          STATION DESCRIPTION
 SL0086
 SL0086'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0086'3.30 MI S FROM BROOKS.
 SL0086'THE MARK IS LOCATED AT TRUNK HIGHWAY 59 MILEPOST 331.05 WHICH IS 0.45
 SL0086'MILE NORTH OF THE POLK-RED LAKE COUNTY LINE.  IT IS ALSO 3.55 MILES
 SL0086'SOUTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAYS 59
 SL0086'AND 92.  IT IS 86.0 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 59,
 SL0086'35.8 FEET EAST OF THE EAST RAIL OF THE SOO LINE RAILROAD, 2.1 FEET
 SL0086'EAST OF A TELEGRAPH POLE, AND 35.0 FEET WEST-NORTHWEST OF THE NORTH
 SL0086'END OF A 30 INCH CORRUGATED METAL CULVERT UNDER A FIELD ENTRANCE TO
 SL0086'THE WEST OF TRUNK HIGHWAY 59.  IT IS A STANDARD MINNESOTA HIGHWAY
 SL0086'DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO THE TOP OF
 SL0086'A 5/8 INCH DIAMETER BY 8 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN INTO
 SL0086'THE GROUND TO REFUSAL.  IT PROJECTS 1 INCH, IS ABOUT 4 FEET BELOW THE
 SL0086'CENTERLINE OF TRUNK HIGHWAY 59, AND IS 0.9 FEET EAST OF A STEEL
 SL0086'WITNESS POST.  SW 1/4 SECTION 35, T 150N, R 42W.
 SL0086
 SL0086                          STATION RECOVERY (2002)
 SL0086
 SL0086'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SL0086'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS 19
 SL0086'FT (5.8 M) NORTH OF ENT, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.  ROD
 SL0086'DEPTH WAS DRIVEN TO REFUSAL TO 8 FT. PROBABLY HOLD POSITION/ELEVATION
 SL0086'WELL.
 SL0086
 SL0086                          STATION RECOVERY (2005)
 SL0086
 SL0086'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 SL0086'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0046 ***********************************************************************
 SL0046  DESIGNATION -  6303 B
 SL0046  PID         -  SL0046
 SL0046  STATE/COUNTY-  MN/RED LAKE
 SL0046  USGS QUAD   -  PLUMMER (1964)
 SL0046
 SL0046                         *CURRENT SURVEY CONTROL
 SL0046  ___________________________________________________________________
 SL0046* NAD 83(1986)-  47 56 54.     (N)    096 03 13.     (W)     SCALED    
 SL0046* NAVD 88     -       341.775  (meters)    1121.31   (feet)  ADJUSTED  
 SL0046  ___________________________________________________________________
 SL0046  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 SL0046  DYNAMIC HT  -         341.836 (meters)    1121.51  (feet)  COMP
 SL0046  MODELED GRAV-     980,781.4   (mgal)                       NAVD 88
 SL0046
 SL0046  VERT ORDER  -  SECOND    CLASS I
 SL0046
 SL0046.The horizontal coordinates were scaled from a topographic map and have
 SL0046.an estimated accuracy of +/- 6 seconds.
 SL0046
 SL0046.The orthometric height was determined by differential leveling
 SL0046.and adjusted by the National Geodetic Survey in June 1991..
 SL0046
 SL0046.The geoid height was determined by GEOID03.
 SL0046
 SL0046.The dynamic height is computed by dividing the NAVD 88
 SL0046.geopotential number by the normal gravity value computed on the
 SL0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0046.degrees latitude (g = 980.6199 gals.).
 SL0046
 SL0046.The modeled gravity was interpolated from observed gravity values.
 SL0046
 SL0046;                    North         East    Units  Estimated Accuracy
 SL0046;SPC MN N     -   265,230.      579,440.      MT  (+/- 180 meters Scaled)
 SL0046
 SL0046                          SUPERSEDED SURVEY CONTROL
 SL0046
 SL0046  NGVD 29 (??/??/92)  341.393  (m)         1120.05   (f) ADJ UNCH    2 1
 SL0046
 SL0046.Superseded values are not recommended for survey control.
 SL0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0046.See file dsdata.txt to determine how the superseded data were derived.
 SL0046
 SL0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQU199147(NAD 83)
 SL0046_MARKER: DD = SURVEY DISK
 SL0046_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SL0046_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SL0046_STAMPING: 6303 B 1977
 SL0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0046
 SL0046  HISTORY     - Date     Condition        Report By
 SL0046  HISTORY     - 1977     MONUMENTED       MNDT
 SL0046
 SL0046                          STATION DESCRIPTION
 SL0046
 SL0046'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0046'2.7 MI NNW FROM PLUMMER.
 SL0046'THE MARK IS LOCATED AT TRUNK HIGHWAY 59 MILEPOST 344.20 WHICH IS 3.2
 SL0046'MILE NORTHWEST THEN NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF
 SL0046'TRUNK HIGHWAY 59 AND COUNTY ROAD 1 SOUTH OF PLUMMER.  IT IS 95.5 FEET
 SL0046'WEST OF THE CENTERLINE OF TRUNK HIGHWAY 59, 108.0 FEET SOUTH OF THE
 SL0046'CENTER OF COUNTY ROAD 26, 1.6 FEET EAST OF POWER POLE NUMBERED 122
 SL0046'(WITH GUY WIRE), 75.3 FEET SOUTH-SOUTHEAST OF ANOTHER POWER POLE, AND
 SL0046'102.7 FEET SOUTHWEST OF THE SOUTH END OF A 24 INCH CORRUGATED METAL
 SL0046'CULVERT UNDER COUNTY ROAD 26.  IT IS A STANDARD MINNESOTA HIGHWAY
 SL0046'DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO THE TOP OF
 SL0046'A 1/2 INCH DIAMETER BY 18 FEET COPPER CLAD STEEL ROD DRIVEN INTO THE
 SL0046'GROUND TO REFUSAL.  IT IS PROJECTING 2 INCHES ABOVE THE GROUND ABOUT 5
 SL0046'FEET BELOW THE LEVEL OF THE CENTER OF TRUNK HIGHWAY 59, AND 0.5 FOOT
 SL0046'EAST OF A STEEL WITNESS POST.  NE 1/4 SECTION 32, T 152N, R 42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0050 ***********************************************************************
 SL0050  DESIGNATION -  6303 C
 SL0050  PID         -  SL0050
 SL0050  STATE/COUNTY-  MN/RED LAKE
 SL0050  USGS QUAD   -  PLUMMER (1964)
 SL0050
 SL0050                         *CURRENT SURVEY CONTROL
 SL0050  ___________________________________________________________________
 SL0050* NAD 83(1986)-  47 55 24.     (N)    096 02 43.     (W)     SCALED    
 SL0050* NAVD 88     -       340.449  (meters)    1116.96   (feet)  ADJUSTED  
 SL0050  ___________________________________________________________________
 SL0050  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 SL0050  DYNAMIC HT  -         340.508 (meters)    1117.15  (feet)  COMP
 SL0050  MODELED GRAV-     980,777.5   (mgal)                       NAVD 88
 SL0050
 SL0050  VERT ORDER  -  SECOND    CLASS I
 SL0050
 SL0050.The horizontal coordinates were scaled from a topographic map and have
 SL0050.an estimated accuracy of +/- 6 seconds.
 SL0050
 SL0050.The orthometric height was determined by differential leveling
 SL0050.and adjusted by the National Geodetic Survey in June 1991..
 SL0050
 SL0050.The geoid height was determined by GEOID03.
 SL0050
 SL0050.The dynamic height is computed by dividing the NAVD 88
 SL0050.geopotential number by the normal gravity value computed on the
 SL0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0050.degrees latitude (g = 980.6199 gals.).
 SL0050
 SL0050.The modeled gravity was interpolated from observed gravity values.
 SL0050
 SL0050;                    North         East    Units  Estimated Accuracy
 SL0050;SPC MN N     -   262,430.      579,960.      MT  (+/- 180 meters Scaled)
 SL0050
 SL0050                          SUPERSEDED SURVEY CONTROL
 SL0050
 SL0050  NGVD 29 (??/??/92)  340.068  (m)         1115.71   (f) ADJ UNCH    2 1
 SL0050
 SL0050.Superseded values are not recommended for survey control.
 SL0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0050.See file dsdata.txt to determine how the superseded data were derived.
 SL0050
 SL0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQU207120(NAD 83)
 SL0050_MARKER: DR = REFERENCE MARK DISK
 SL0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0050_SP_SET: BRIDGE
 SL0050_STAMPING: 6303 C 1977
 SL0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0050
 SL0050  HISTORY     - Date     Condition        Report By
 SL0050  HISTORY     - 1977     MONUMENTED       MNDT
 SL0050
 SL0050                          STATION DESCRIPTION
 SL0050
 SL0050'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0050'0.9 MI NNW FROM PLUMMER.
 SL0050'THE MARK IS LOCATED AT TRUNK HIGHWAY 59 MILEPOST 342.25 WHICH IS
 SL0050'NORTHWEST ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59
 SL0050'AND COUNTY ROAD I SOUTH OF PLUMMER.  IT IS 117.0 FEET WEST OF THE
 SL0050'CENTERLINE OF TRUNK HIGHWAY 59 AND SET IN THE SOUTHEAST CORNER OF THE
 SL0050'BRIDGE SEAT OF SOO LINE RAILROAD BRIDGE NUMBER G-291.78 OVER THE
 SL0050'CLEARWATER RIVER.  IT IS 1.6 FEET NORTH OF THE NORTH FACE OF THE
 SL0050'ABUTMENT PARAPET AND 5.1 FEET EAST OF THE EAST RAIL OF THE SOO LINE
 SL0050'RAILROAD.  IT IS ABOUT 5 FEET BELOW THE LEVEL OF THE RAIL OF THE SOO
 SL0050'LINE RAILROAD.  SW 1/4 SECTION 4, T 151N, R 42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0051 ***********************************************************************
 SL0051  DESIGNATION -  6303 CI
 SL0051  PID         -  SL0051
 SL0051  STATE/COUNTY-  MN/RED LAKE
 SL0051  USGS QUAD   -  PLUMMER (1964)
 SL0051
 SL0051                         *CURRENT SURVEY CONTROL
 SL0051  ___________________________________________________________________
 SL0051* NAD 83(1986)-  47 55 24.     (N)    096 02 43.     (W)     SCALED    
 SL0051* NAVD 88     -       340.327  (meters)    1116.56   (feet)  ADJUSTED  
 SL0051  ___________________________________________________________________
 SL0051  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 SL0051  DYNAMIC HT  -         340.387 (meters)    1116.75  (feet)  COMP
 SL0051  MODELED GRAV-     980,777.5   (mgal)                       NAVD 88
 SL0051
 SL0051  VERT ORDER  -  SECOND    CLASS I
 SL0051
 SL0051.The horizontal coordinates were scaled from a topographic map and have
 SL0051.an estimated accuracy of +/- 6 seconds.
 SL0051
 SL0051.The orthometric height was determined by differential leveling
 SL0051.and adjusted by the National Geodetic Survey in June 1991..
 SL0051
 SL0051.The geoid height was determined by GEOID03.
 SL0051
 SL0051.The dynamic height is computed by dividing the NAVD 88
 SL0051.geopotential number by the normal gravity value computed on the
 SL0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0051.degrees latitude (g = 980.6199 gals.).
 SL0051
 SL0051.The modeled gravity was interpolated from observed gravity values.
 SL0051
 SL0051;                    North         East    Units  Estimated Accuracy
 SL0051;SPC MN N     -   262,430.      579,960.      MT  (+/- 180 meters Scaled)
 SL0051
 SL0051                          SUPERSEDED SURVEY CONTROL
 SL0051
 SL0051  NGVD 29 (??/??/92)  339.947  (m)         1115.31   (f) ADJ UNCH    2 1
 SL0051
 SL0051.Superseded values are not recommended for survey control.
 SL0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0051.See file dsdata.txt to determine how the superseded data were derived.
 SL0051
 SL0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQU207120(NAD 83)
 SL0051_MARKER: DD = SURVEY DISK
 SL0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0051_SP_SET: BRIDGE
 SL0051_STAMPING: 6303 CI 1977
 SL0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0051
 SL0051  HISTORY     - Date     Condition        Report By
 SL0051  HISTORY     - 1977     MONUMENTED       MNDT
 SL0051
 SL0051                          STATION DESCRIPTION
 SL0051
 SL0051'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0051'0.9 MI NNW FROM PLUMMER.
 SL0051'THE MARK IS LOCATED AT TRUNK HIGHWAY 59 MILEPOST 342.25 WHICH IS
 SL0051'NORTHWEST ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59
 SL0051'AND COUNTY ROAD I SOUTH OF PLUMMER.  IT IS 16.4 FEET EAST OF THE
 SL0051'CENTER OF A TOWNSHIP ROAD, SET IN THE SOUTHEAST CORNER OF BRIDGE 5407
 SL0051'(1935), TOWNSHIP ROAD OVER CLEARWATER RIVER.  THE MARK IS ABOUT 1 FOOT
 SL0051'ABOVE THE LEVEL OF THE TOWNSHIP ROAD.  SW 1/4 SECTION 4, T 151N, R
 SL0051'42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0052 ***********************************************************************
 SL0052  DESIGNATION -  6303 D
 SL0052  PID         -  SL0052
 SL0052  STATE/COUNTY-  MN/RED LAKE
 SL0052  USGS QUAD   -  PLUMMER (1964)
 SL0052
 SL0052                         *CURRENT SURVEY CONTROL
 SL0052  ___________________________________________________________________
 SL0052* NAD 83(1986)-  47 54 36.     (N)    096 02 31.     (W)     SCALED    
 SL0052* NAVD 88     -       343.780  (meters)    1127.88   (feet)  ADJUSTED  
 SL0052  ___________________________________________________________________
 SL0052  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 SL0052  DYNAMIC HT  -         343.840 (meters)    1128.08  (feet)  COMP
 SL0052  MODELED GRAV-     980,776.0   (mgal)                       NAVD 88
 SL0052
 SL0052  VERT ORDER  -  SECOND    CLASS I
 SL0052
 SL0052.The horizontal coordinates were scaled from a topographic map and have
 SL0052.an estimated accuracy of +/- 6 seconds.
 SL0052
 SL0052.The orthometric height was determined by differential leveling
 SL0052.and adjusted by the National Geodetic Survey in June 1991..
 SL0052
 SL0052.The geoid height was determined by GEOID03.
 SL0052
 SL0052.The dynamic height is computed by dividing the NAVD 88
 SL0052.geopotential number by the normal gravity value computed on the
 SL0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0052.degrees latitude (g = 980.6199 gals.).
 SL0052
 SL0052.The modeled gravity was interpolated from observed gravity values.
 SL0052
 SL0052;                    North         East    Units  Estimated Accuracy
 SL0052;SPC MN N     -   260,940.      580,150.      MT  (+/- 180 meters Scaled)
 SL0052
 SL0052                          SUPERSEDED SURVEY CONTROL
 SL0052
 SL0052  NGVD 29 (??/??/92)  343.401  (m)         1126.64   (f) ADJ UNCH    2 1
 SL0052
 SL0052.Superseded values are not recommended for survey control.
 SL0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0052.See file dsdata.txt to determine how the superseded data were derived.
 SL0052
 SL0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQU210105(NAD 83)
 SL0052_MARKER: DD = SURVEY DISK
 SL0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL0052_SP_SET: STAND PIPE BASE
 SL0052_STAMPING: 6303 D 1977
 SL0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0052
 SL0052  HISTORY     - Date     Condition        Report By
 SL0052  HISTORY     - 1977     MONUMENTED       MNDT
 SL0052
 SL0052                          STATION DESCRIPTION
 SL0052
 SL0052'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0052'IN PLUMMER.
 SL0052'THE MARK IS LOCATED 0.2 MILE SOUTHEAST OF TRUNK HIGHWAY 59 MILEPOST
 SL0052'341.35 WHICH IS 0.45 MILE NORTHWEST ALONG TRUNK HIGHWAY 59 FROM THE
 SL0052'JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD I SOUTH OF PLUMMER.  IT
 SL0052'IS IN THE NORTHEAST CORNER OF A CONCRETE BASE OF THE STANDPIPE OF THE
 SL0052'PLUMMER WATER TANK, 108 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 SL0052'STREET, 64.8 FEET NORTH OF THE NORTH WALL OF THE PLUMMER MUNICIPAL
 SL0052'AUDITORIUM, 28 FEET SOUTH OF THE CENTER OF AN EAST-WEST ALLEY, AND
 SL0052'34.8 FEET WEST OF THE NORTHWEST CORNER OF A ONE STORY METAL BUILDING
 SL0052'(PLUMMER FIRE DEPARTMENT).  IT IS A STANDARD MINNESOTA HIGHWAY
 SL0052'DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK SET IN THE STANDPIPE
 SL0052'BASE WHICH IS FLUSH WITH THE GROUND.  SE 1/4 SECTION 9, T 151N, R 42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0067 ***********************************************************************
 SL0067  DESIGNATION -  6303 E
 SL0067  PID         -  SL0067
 SL0067  STATE/COUNTY-  MN/RED LAKE
 SL0067  USGS QUAD   -  BROOKS (1964)
 SL0067
 SL0067                         *CURRENT SURVEY CONTROL
 SL0067  ___________________________________________________________________
 SL0067* NAD 83(1986)-  47 51 42.     (N)    096 00 43.     (W)     SCALED    
 SL0067* NAVD 88     -       345.769  (meters)    1134.41   (feet)  ADJUSTED  
 SL0067  ___________________________________________________________________
 SL0067  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 SL0067  DYNAMIC HT  -         345.828 (meters)    1134.60  (feet)  COMP
 SL0067  MODELED GRAV-     980,774.9   (mgal)                       NAVD 88
 SL0067
 SL0067  VERT ORDER  -  SECOND    CLASS I
 SL0067
 SL0067.The horizontal coordinates were scaled from a topographic map and have
 SL0067.an estimated accuracy of +/- 6 seconds.
 SL0067
 SL0067.The orthometric height was determined by differential leveling
 SL0067.and adjusted by the National Geodetic Survey in June 1991..
 SL0067
 SL0067.The geoid height was determined by GEOID03.
 SL0067
 SL0067.The dynamic height is computed by dividing the NAVD 88
 SL0067.geopotential number by the normal gravity value computed on the
 SL0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0067.degrees latitude (g = 980.6199 gals.).
 SL0067
 SL0067.The modeled gravity was interpolated from observed gravity values.
 SL0067
 SL0067;                    North         East    Units  Estimated Accuracy
 SL0067;SPC MN N     -   255,480.      582,190.      MT  (+/- 180 meters Scaled)
 SL0067
 SL0067                          SUPERSEDED SURVEY CONTROL
 SL0067
 SL0067  NGVD 29 (??/??/92)  345.396  (m)         1133.19   (f) ADJ UNCH    2 1
 SL0067
 SL0067.Superseded values are not recommended for survey control.
 SL0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0067.See file dsdata.txt to determine how the superseded data were derived.
 SL0067
 SL0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQU234052(NAD 83)
 SL0067_MARKER: DD = SURVEY DISK
 SL0067_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0067_SP_SET: 5 FEET
 SL0067_STAMPING: 6303 E 1977
 SL0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0067
 SL0067  HISTORY     - Date     Condition        Report By
 SL0067  HISTORY     - 1977     MONUMENTED       MNDT
 SL0067
 SL0067                          STATION DESCRIPTION
 SL0067
 SL0067'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0067'3.35 MI NNW FROM BROOKS.
 SL0067'THE MARK IS LOCATED AT TRUNK HIGHWAY 59 MILEPOST 337.75 WHICH IS 3.10
 SL0067'MILES NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAYS
 SL0067'59 AND 92 NORTH OF BROOKS.  IT IS ALSO 3.20 MILES SOUTH ALONG TRUNK
 SL0067'HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD I
 SL0067'SOUTH OF PLUMMER.  IT IS ABOUT 200 FEET SOUTHWEST OF THE CENTER OF
 SL0067'TRUNK HIGHWAY 59, 51.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOO
 SL0067'LINE RAILROAD, 34 FEET NORTH OF AN EAST-WEST TOWNSHIP ROAD, 37.5 FEET
 SL0067'NORTHWEST OF A STEEL RAILROAD CROSSING SIGN POST, AND 1.5 FEET WEST OF
 SL0067'A POWER POLE.  IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL
 SL0067'CONTROL MONUMENT (VCM) DISK CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER
 SL0067'BY 20 FEET LONG COPPER-CLAD STEEL ROD DRIVEN INTO THE GROUND TO
 SL0067'REFUSAL.  IT IS FLUSH WITH THE GROUND AND ABOUT 5 FEET BELOW THE LEVEL
 SL0067'OF THE SOO LINE RAILROAD.  SE 1/4 SECTION 27, T 151N, R 42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0072 ***********************************************************************
 SL0072  DESIGNATION -  6303 F
 SL0072  PID         -  SL0072
 SL0072  STATE/COUNTY-  MN/RED LAKE
 SL0072  USGS QUAD   -  BROOKS (1964)
 SL0072
 SL0072                         *CURRENT SURVEY CONTROL
 SL0072  ___________________________________________________________________
 SL0072* NAD 83(1986)-  47 50 36.     (N)    096 00 19.     (W)     SCALED    
 SL0072* NAVD 88     -       344.608  (meters)    1130.60   (feet)  ADJUSTED  
 SL0072  ___________________________________________________________________
 SL0072  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 SL0072  DYNAMIC HT  -         344.668 (meters)    1130.80  (feet)  COMP
 SL0072  MODELED GRAV-     980,776.2   (mgal)                       NAVD 88
 SL0072
 SL0072  VERT ORDER  -  SECOND    CLASS I
 SL0072
 SL0072.The horizontal coordinates were scaled from a topographic map and have
 SL0072.an estimated accuracy of +/- 6 seconds.
 SL0072
 SL0072.The orthometric height was determined by differential leveling
 SL0072.and adjusted by the National Geodetic Survey in June 1991..
 SL0072
 SL0072.The geoid height was determined by GEOID03.
 SL0072
 SL0072.The dynamic height is computed by dividing the NAVD 88
 SL0072.geopotential number by the normal gravity value computed on the
 SL0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0072.degrees latitude (g = 980.6199 gals.).
 SL0072
 SL0072.The modeled gravity was interpolated from observed gravity values.
 SL0072
 SL0072;                    North         East    Units  Estimated Accuracy
 SL0072;SPC MN N     -   253,430.      582,610.      MT  (+/- 180 meters Scaled)
 SL0072
 SL0072                          SUPERSEDED SURVEY CONTROL
 SL0072
 SL0072  NGVD 29 (??/??/92)  344.239  (m)         1129.39   (f) ADJ UNCH    2 1
 SL0072
 SL0072.Superseded values are not recommended for survey control.
 SL0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0072.See file dsdata.txt to determine how the superseded data were derived.
 SL0072
 SL0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQU240032(NAD 83)
 SL0072_MARKER: DD = SURVEY DISK
 SL0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0072_SP_SET: BRIDGE
 SL0072_STAMPING: 6303 F 1977
 SL0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0072
 SL0072  HISTORY     - Date     Condition        Report By
 SL0072  HISTORY     - 1977     MONUMENTED       MNDT
 SL0072
 SL0072                          STATION DESCRIPTION
 SL0072
 SL0072'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0072'1.95 MI N FROM BROOKS.
 SL0072'THE MARK IS LOCATED AT TRUNK HIGHWAY 59 MILEPOST 336.35 WHICH IS 1.30
 SL0072'MILES NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAYS
 SL0072'59 AND 92 NORTH OF BROOKS.  IT IS 5.0 FEET EAST OF THE EAST RAIL OF
 SL0072'THE SOO LINE RAILROAD, SET IN THE SOUTHEAST CORNER OF THE RAILROAD
 SL0072'BRIDGE OVER THE LOST RIVER.  IT IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 SL0072'RAILS.  NW 1/4 SECTION 2, T 150N, R 42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0073 ***********************************************************************
 SL0073  DESIGNATION -  6303 G
 SL0073  PID         -  SL0073
 SL0073  STATE/COUNTY-  MN/RED LAKE
 SL0073  USGS QUAD   -  BROOKS (1964)
 SL0073
 SL0073                         *CURRENT SURVEY CONTROL
 SL0073  ___________________________________________________________________
 SL0073* NAD 83(1986)-  47 49 36.     (N)    096 00 07.     (W)     SCALED    
 SL0073* NAVD 88     -       342.272  (meters)    1122.94   (feet)  ADJUSTED  
 SL0073  ___________________________________________________________________
 SL0073  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 SL0073  DYNAMIC HT  -         342.332 (meters)    1123.13  (feet)  COMP
 SL0073  MODELED GRAV-     980,777.1   (mgal)                       NAVD 88
 SL0073
 SL0073  VERT ORDER  -  SECOND    CLASS I
 SL0073
 SL0073.The horizontal coordinates were scaled from a topographic map and have
 SL0073.an estimated accuracy of +/- 6 seconds.
 SL0073
 SL0073.The orthometric height was determined by differential leveling
 SL0073.and adjusted by the National Geodetic Survey in June 1991..
 SL0073
 SL0073.The geoid height was determined by GEOID03.
 SL0073
 SL0073.The dynamic height is computed by dividing the NAVD 88
 SL0073.geopotential number by the normal gravity value computed on the
 SL0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0073.degrees latitude (g = 980.6199 gals.).
 SL0073
 SL0073.The modeled gravity was interpolated from observed gravity values.
 SL0073
 SL0073;                    North         East    Units  Estimated Accuracy
 SL0073;SPC MN N     -   251,570.      582,790.      MT  (+/- 180 meters Scaled)
 SL0073
 SL0073                          SUPERSEDED SURVEY CONTROL
 SL0073
 SL0073  NGVD 29 (??/??/92)  341.906  (m)         1121.74   (f) ADJ UNCH    2 1
 SL0073
 SL0073.Superseded values are not recommended for survey control.
 SL0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0073.See file dsdata.txt to determine how the superseded data were derived.
 SL0073
 SL0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQU243013(NAD 83)
 SL0073_MARKER: DD = SURVEY DISK
 SL0073_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SL0073_SP_SET: 5 FEET
 SL0073_STAMPING: 6303 G 1977
 SL0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0073
 SL0073  HISTORY     - Date     Condition        Report By
 SL0073  HISTORY     - 1977     MONUMENTED       MNDT
 SL0073
 SL0073                          STATION DESCRIPTION
 SL0073
 SL0073'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0073'0.80 MI N FROM BROOKS.
 SL0073'THE MARK IS LOCATED AT TRUNK HIGHWAY 59 MILEPOST 335.20 WHICH IS 0.55
 SL0073'MILE NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAYS
 SL0073'59 AND 92.  IT IS 88.5 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY
 SL0073'59, 48.2 FEET WEST-NORTHWEST OF THE NORTH END OF AN 18 INCH CORRUGATED
 SL0073'METAL CULVERT UNDER A FIELD ENTRANCE TO THE WEST OF TRUNK HIGHWAY 59,
 SL0073'24.2 FEET SOUTHWEST OF A NAIL AND DISK IN A 24 INCH ELM TREE, 22 FEET
 SL0073'NORTH OF THE CENTER OF A FIELD ENTRANCE, 34.2 FEET EAST OF THE EAST
 SL0073'RAIL OF THE SOO LINE RAILROAD, AND 2.1 FEET SOUTH OF A TELEGRAPH POLE
 SL0073'MARKED 816-C.  IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL
 SL0073'CONTROL MONUMENT (VCM) DISK CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER
 SL0073'BY 12 FEET LONG COPPER-CLAD STEEL ROD DRIVEN INTO THE GROUND TO
 SL0073'REFUSAL.  IT IS FLUSH WITH THE GROUND, IS ABOUT 5 FEET BELOW THE LEVEL
 SL0073'OF THE CENTERLINE OF TRUNK HIGHWAY 59, AND 0.9 FOOT EAST OF A STEEL
 SL0073'WITNESS POST.  SW 1/4 SECTION 11, T 150N, R 42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0074 ***********************************************************************
 SL0074  DESIGNATION -  6303 H
 SL0074  PID         -  SL0074
 SL0074  STATE/COUNTY-  MN/RED LAKE
 SL0074  USGS QUAD   -  BROOKS (1964)
 SL0074
 SL0074                         *CURRENT SURVEY CONTROL
 SL0074  ___________________________________________________________________
 SL0074* NAD 83(1986)-  47 49 24.     (N)    096 00 01.     (W)     SCALED    
 SL0074* NAVD 88     -       342.757  (meters)    1124.53   (feet)  ADJUSTED  
 SL0074  ___________________________________________________________________
 SL0074  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 SL0074  DYNAMIC HT  -         342.817 (meters)    1124.73  (feet)  COMP
 SL0074  MODELED GRAV-     980,777.0   (mgal)                       NAVD 88
 SL0074
 SL0074  VERT ORDER  -  SECOND    CLASS I
 SL0074
 SL0074.The horizontal coordinates were scaled from a topographic map and have
 SL0074.an estimated accuracy of +/- 6 seconds.
 SL0074
 SL0074.The orthometric height was determined by differential leveling
 SL0074.and adjusted by the National Geodetic Survey in June 1991..
 SL0074
 SL0074.The geoid height was determined by GEOID03.
 SL0074
 SL0074.The dynamic height is computed by dividing the NAVD 88
 SL0074.geopotential number by the normal gravity value computed on the
 SL0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0074.degrees latitude (g = 980.6199 gals.).
 SL0074
 SL0074.The modeled gravity was interpolated from observed gravity values.
 SL0074
 SL0074;                    North         East    Units  Estimated Accuracy
 SL0074;SPC MN N     -   251,190.      582,900.      MT  (+/- 180 meters Scaled)
 SL0074
 SL0074                          SUPERSEDED SURVEY CONTROL
 SL0074
 SL0074  NGVD 29 (??/??/92)  342.391  (m)         1123.33   (f) ADJ UNCH    2 1
 SL0074
 SL0074.Superseded values are not recommended for survey control.
 SL0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0074.See file dsdata.txt to determine how the superseded data were derived.
 SL0074
 SL0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQU245010(NAD 83)
 SL0074_MARKER: DD = SURVEY DISK
 SL0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SL0074_SP_SET: BRIDGE ABUTMENT
 SL0074_STAMPING: 6303 H 1977
 SL0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0074
 SL0074  HISTORY     - Date     Condition        Report By
 SL0074  HISTORY     - 1977     MONUMENTED       MNDT
 SL0074
 SL0074                          STATION DESCRIPTION
 SL0074
 SL0074'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0074'0.55 MI NNE FROM BROOKS.
 SL0074'THE MARK IS LOCATED AT TRUNK HIGHWAY 59 MILEPOST 334.95 WHICH IS 0.30
 SL0074'MILE NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAYS
 SL0074'59 AND 92.  IT IS ABOUT 200 FEET WEST OF THE CENTERLINE OF TRUNK
 SL0074'HIGHWAY 59 AND 3.8 FEET EAST OF THE EAST RAIL OF THE SOO LINE
 SL0074'RAILROAD.  IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL
 SL0074'CONTROL MONUMENT (VCM) DRILLED INTO THE SOUTHEAST CORNER OF THE
 SL0074'ABUTMENT BRIDGE SEAT OF RAILROAD BRIDGE NUMBER G 284.47 OVER THE HILL
 SL0074'RIVER.  IT IS ABOUT 5 FEET LOWER THAN THE LEVEL OF THE SOO LINE
 SL0074'RAILROAD.  SW 1/4 SECTION 11, T 150N, R 42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SL0076 ***********************************************************************
 SL0076  DESIGNATION -  6304 AB
 SL0076  PID         -  SL0076
 SL0076  STATE/COUNTY-  MN/RED LAKE
 SL0076  USGS QUAD   -  BROOKS (1964)
 SL0076
 SL0076                         *CURRENT SURVEY CONTROL
 SL0076  ___________________________________________________________________
 SL0076* NAD 83(1986)-  47 49 06.     (N)    096 00 49.     (W)     SCALED    
 SL0076* NAVD 88     -       339.187  (meters)    1112.82   (feet)  ADJUSTED  
 SL0076  ___________________________________________________________________
 SL0076  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 SL0076  DYNAMIC HT  -         339.247 (meters)    1113.01  (feet)  COMP
 SL0076  MODELED GRAV-     980,779.4   (mgal)                       NAVD 88
 SL0076
 SL0076  VERT ORDER  -  SECOND    CLASS I
 SL0076
 SL0076.The horizontal coordinates were scaled from a topographic map and have
 SL0076.an estimated accuracy of +/- 6 seconds.
 SL0076
 SL0076.The orthometric height was determined by differential leveling
 SL0076.and adjusted by the National Geodetic Survey in June 1991..
 SL0076
 SL0076.The geoid height was determined by GEOID03.
 SL0076
 SL0076.The dynamic height is computed by dividing the NAVD 88
 SL0076.geopotential number by the normal gravity value computed on the
 SL0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0076.degrees latitude (g = 980.6199 gals.).
 SL0076
 SL0076.The modeled gravity was interpolated from observed gravity values.
 SL0076
 SL0076;                    North         East    Units  Estimated Accuracy
 SL0076;SPC MN N     -   250,680.      581,880.      MT  (+/- 180 meters Scaled)
 SL0076
 SL0076                          SUPERSEDED SURVEY CONTROL
 SL0076
 SL0076  NGVD 29 (??/??/92)  338.820  (m)         1111.61   (f) ADJ UNCH    2 1
 SL0076
 SL0076.Superseded values are not recommended for survey control.
 SL0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0076.See file dsdata.txt to determine how the superseded data were derived.
 SL0076
 SL0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQU235004(NAD 83)
 SL0076_MARKER: DD = SURVEY DISK
 SL0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SL0076_SP_SET: CULVERT
 SL0076_STAMPING: 6304 AB 1977
 SL0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0076
 SL0076  HISTORY     - Date     Condition        Report By
 SL0076  HISTORY     - 1977     MONUMENTED       MNDT
 SL0076
 SL0076                          STATION DESCRIPTION
 SL0076
 SL0076'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0076'0.55 MI NW FROM BROOKS.
 SL0076'THE MARK IS LOCATED AT TRUNK HIGHWAY 92 MILEPOST 12.40 WHICH IS 0.60
 SL0076'MILE WEST ALONG TRUNK HIGHWAY 92 FROM THE JUNCTION OF TRUNK HIGHWAYS
 SL0076'92 AND 59.  IT IS 46 FEET SOUTH OF TRUNK HIGHWAY 92 AND SET IN THE
 SL0076'SOUTHEAST CORNER (IN THE HEADWALL) OF A 12 FOOT BY 12 FOOT BOX CULVERT
 SL0076'UNDER TRUNK HIGHWAY 92.  IT IS ABOUT 25 FEET BELOW THE LEVEL OF THE
 SL0076'CENTERLINE OF TRUNK HIGHWAY 92.  NE 1/4 SECTION 15, T 150N, R 42W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0622 ***********************************************************************
 SK0622  DESIGNATION -  6305 AB
 SK0622  PID         -  SK0622
 SK0622  STATE/COUNTY-  MN/RED LAKE
 SK0622  USGS QUAD   -  OKLEE SW (1971)
 SK0622
 SK0622                         *CURRENT SURVEY CONTROL
 SK0622  ___________________________________________________________________
 SK0622* NAD 83(1986)-  47 49 06.     (N)    095 59 37.     (W)     SCALED    
 SK0622* NAVD 88     -       343.314  (meters)    1126.36   (feet)  ADJUSTED  
 SK0622  ___________________________________________________________________
 SK0622  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 SK0622  DYNAMIC HT  -         343.374 (meters)    1126.55  (feet)  COMP
 SK0622  MODELED GRAV-     980,775.9   (mgal)                       NAVD 88
 SK0622
 SK0622  VERT ORDER  -  SECOND    CLASS I
 SK0622
 SK0622.The horizontal coordinates were scaled from a topographic map and have
 SK0622.an estimated accuracy of +/- 6 seconds.
 SK0622
 SK0622.The orthometric height was determined by differential leveling
 SK0622.and adjusted by the National Geodetic Survey in June 1991..
 SK0622
 SK0622.The geoid height was determined by GEOID03.
 SK0622
 SK0622.The dynamic height is computed by dividing the NAVD 88
 SK0622.geopotential number by the normal gravity value computed on the
 SK0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0622.degrees latitude (g = 980.6199 gals.).
 SK0622
 SK0622.The modeled gravity was interpolated from observed gravity values.
 SK0622
 SK0622;                    North         East    Units  Estimated Accuracy
 SK0622;SPC MN N     -   250,620.      583,380.      MT  (+/- 180 meters Scaled)
 SK0622
 SK0622                          SUPERSEDED SURVEY CONTROL
 SK0622
 SK0622.No superseded survey control is available for this station.
 SK0622
 SK0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTP759004(NAD 83)
 SK0622_MARKER: DB = BENCH MARK DISK
 SK0622_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SK0622_SP_SET: BOX CULVERT
 SK0622_STAMPING: 6305 AB 1977
 SK0622_MARK LOGO: MNDT  
 SK0622_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0622+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 SK0622
 SK0622  HISTORY     - Date     Condition        Report By
 SK0622  HISTORY     - 1977     MONUMENTED       MNDT
 SK0622  HISTORY     - 20020827 GOOD             MNDT
 SK0622
 SK0622                          STATION DESCRIPTION
 SK0622
 SK0622'DESCRIBED BY MN DEPT OF TRANSP 1977
 SK0622'0.50 MI NE FROM BROOKS.
 SK0622'THE MARK IS LOCATED AT TRUNK HIGHWAY 92 MILEPOST 13.30 WHICH IS 0.30
 SK0622'MILES EAST ALONG TRUNK HIGHWAY 92 FROM THE JUNCTION OF TRUNK HIGHWAYS
 SK0622'92 AND 59.  IT IS 32.5 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY
 SK0622'92 AND SET IN THE SOUTHEAST CORNER (IN THE HEADWALL) OF A 6 FOOT BY 8
 SK0622'FOOT BOX CULVERT UNDER TRUNK HIGHWAY 92.  IT IS ABOUT 2 FEET BELOW THE
 SK0622'LEVEL OF THE CENTERLINE OF TRUNK HIGHWAY 92.  NE 1/4 SECTION 14, T
 SK0622'150N, R 42W.
 SK0622
 SK0622                          STATION RECOVERY (2002)
 SK0622
 SK0622'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SK0622'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2378 ***********************************************************************
 QO2378  DESIGNATION -  633
 QO2378  PID         -  QO2378
 QO2378  STATE/COUNTY-  MN/HENNEPIN
 QO2378  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2378
 QO2378                         *CURRENT SURVEY CONTROL
 QO2378  ___________________________________________________________________
 QO2378* NAD 83(1986)-  45 00 48.     (N)    093 17 36.     (W)     SCALED    
 QO2378* NAVD 88     -       271.791  (meters)     891.70   (feet)  ADJUSTED  
 QO2378  ___________________________________________________________________
 QO2378  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 QO2378  DYNAMIC HT  -         271.786 (meters)     891.68  (feet)  COMP
 QO2378  MODELED GRAV-     980,590.4   (mgal)                       NAVD 88
 QO2378
 QO2378  VERT ORDER  -  SECOND    CLASS II
 QO2378
 QO2378.The horizontal coordinates were scaled from a topographic map and have
 QO2378.an estimated accuracy of +/- 6 seconds.
 QO2378
 QO2378.The orthometric height was determined by differential leveling
 QO2378.and adjusted by the National Geodetic Survey in June 1995..
 QO2378
 QO2378.The geoid height was determined by GEOID03.
 QO2378
 QO2378.The dynamic height is computed by dividing the NAVD 88
 QO2378.geopotential number by the normal gravity value computed on the
 QO2378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2378.degrees latitude (g = 980.6199 gals.).
 QO2378
 QO2378.The modeled gravity was interpolated from observed gravity values.
 QO2378
 QO2378;                    North         East    Units  Estimated Accuracy
 QO2378;SPC MN S     -   323,950.      855,700.      MT  (+/- 180 meters Scaled)
 QO2378
 QO2378                          SUPERSEDED SURVEY CONTROL
 QO2378
 QO2378.No superseded survey control is available for this station.
 QO2378
 QO2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK768844(NAD 83)
 QO2378_MARKER: DB = BENCH MARK DISK
 QO2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO2378_SP_SET: CONCRETE MONUMENT
 QO2378_STAMPING: 633
 QO2378_MARK LOGO: MN4760
 QO2378_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2378+STABILITY: SURFACE MOTION
 QO2378
 QO2378  HISTORY     - Date     Condition        Report By
 QO2378  HISTORY     - 1980     MONUMENTED       MN4760
 QO2378
 QO2378                          STATION DESCRIPTION
 QO2378
 QO2378'DESCRIBED BY CITY OF MINNEAPOLIS MINNESOTA 1980
 QO2378'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SE 1/4 OF
 QO2378'SECTION 9, T29N, R24W, IN THE CENTERLINE OF LOWRY AVENUE AND TRUNK
 QO2378'HIGHWAY 278 AND IN THE CENTERLINE OF DUPONT AVENUE NORTH, 1.25 MI
 QO2378'(2.01 KM) EAST ALONG LOWRY AVENUE AND TRUNK HIGHWAY 278 FROM THE
 QO2378'TRUNK HIGHWAY 52 BRIDGE IN MINNEAPOLIS.  THE MARK, A STANDARD
 QO2378'MINNEAPOLIS CITY MONUMENT DISK STAMPED---633---, IS SET IN THE TOP OF
 QO2378'A CONCRETE MONUMENT 6 INCHES BELOW A STEEL COVER THAT IS SET FLUSH
 QO2378'WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6793 ***********************************************************************
 DF6793  DESIGNATION -  635 33
 DF6793  PID         -  DF6793
 DF6793  STATE/COUNTY-  MN/BELTRAMI
 DF6793  USGS QUAD   -  ALIDA (1972)
 DF6793
 DF6793                         *CURRENT SURVEY CONTROL
 DF6793  ___________________________________________________________________
 DF6793* NAD 83(1996)-  47 24 46.73790(N)    095 07 48.19131(W)     ADJUSTED  
 DF6793* NAVD 88     -       424.7    (meters)    1393.     (feet)  GPS OBS   
 DF6793  ___________________________________________________________________
 DF6793  X           -    -386,661.643 (meters)                     COMP
 DF6793  Y           -  -4,306,943.168 (meters)                     COMP
 DF6793  Z           -   4,673,248.515 (meters)                     COMP
 DF6793  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 DF6793  ELLIP HEIGHT-         396.90  (meters)          (08/04/03) GPS OBS
 DF6793  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DF6793
 DF6793  HORZ ORDER  -  FIRST
 DF6793  ELLP ORDER  -  THIRD     CLASS II
 DF6793
 DF6793.The horizontal coordinates were established by GPS observations
 DF6793.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6793
 DF6793.The orthometric height was determined by GPS observations and a
 DF6793.high-resolution geoid model.
 DF6793
 DF6793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6793
 DF6793.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6793
 DF6793.The ellipsoidal height was determined by GPS observations
 DF6793.and is referenced to NAD 83.
 DF6793
 DF6793.The geoid height was determined by GEOID03.
 DF6793
 DF6793;                    North         East     Units Scale Factor Converg.
 DF6793;SPC MN N     -   203,510.795   646,824.365   MT  0.99992984   -1 30 17.0
 DF6793;UTM  15      - 5,253,258.582   339,316.579   MT  0.99991731   -1 34 06.9
 DF6793
 DF6793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6793!SPC MN N     -   0.99993779  x   0.99992984  =   0.99986764
 DF6793!UTM  15      -   0.99993779  x   0.99991731  =   0.99985511
 DF6793
 DF6793                          SUPERSEDED SURVEY CONTROL
 DF6793
 DF6793.No superseded survey control is available for this station.
 DF6793
 DF6793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3931753259(NAD 83)
 DF6793_MARKER: DD = SURVEY DISK
 DF6793_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6793_STAMPING: 635-33 2001
 DF6793_MARK LOGO: MN-057
 DF6793_PROJECTION: RECESSED 5 CENTIMETERS
 DF6793_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6793+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6793_ROD/PIPE-DEPTH: 10.7 meters
 DF6793
 DF6793  HISTORY     - Date     Condition        Report By
 DF6793  HISTORY     - 2001     MONUMENTED       MN-057
 DF6793
 DF6793                          STATION DESCRIPTION
 DF6793
 DF6793'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6793'3 MILES (4.8 KM) NW OF BECIDA, 14.08 MI (22.66 KM) WEST ALONG CO RD 9
 DF6793'FROM THE JCT OF TH 71,
 DF6793'THEN 5.14 MI (8.27 KM) NORTH ON CO RD 27, 48 FT (14.6 M) WEST OF CO RD
 DF6793'5, 140 FT (42.7 M) NORTH OF
 DF6793'COUNTY LINE, 134.58 FT (41.02 M) WNW OF 11 INCH JACK PINE, 143.42 FT
 DF6793'(43.71 M) SW OF 10 INCH JACK
 DF6793'PINE, 3 FT (0.9 M) EAST OF WIT POST.
 DF6793' 
 DF6793' 
 DF6793'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5950 ***********************************************************************
 DF5950  DESIGNATION -  64
 DF5950  PID         -  DF5950
 DF5950  STATE/COUNTY-  MN/PINE
 DF5950  USGS QUAD   -  DENHAM (1982)
 DF5950
 DF5950                         *CURRENT SURVEY CONTROL
 DF5950  ___________________________________________________________________
 DF5950* NAD 83(1996)-  46 19 03.80305(N)    092 55 40.06779(W)     ADJUSTED  
 DF5950* NAVD 88     -       335.7    (meters)    1101.     (feet)  GPS OBS   
 DF5950  ___________________________________________________________________
 DF5950  X           -    -225,407.901 (meters)                     COMP
 DF5950  Y           -  -4,407,300.137 (meters)                     COMP
 DF5950  Z           -   4,589,932.525 (meters)                     COMP
 DF5950  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 DF5950  ELLIP HEIGHT-         308.04  (meters)          (05/27/03) GPS OBS
 DF5950  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DF5950
 DF5950  HORZ ORDER  -  FIRST
 DF5950  ELLP ORDER  -  THIRD     CLASS I
 DF5950
 DF5950.The horizontal coordinates were established by GPS observations
 DF5950.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5950
 DF5950.The orthometric height was determined by GPS observations and a
 DF5950.high-resolution geoid model.
 DF5950
 DF5950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5950
 DF5950.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5950
 DF5950.The ellipsoidal height was determined by GPS observations
 DF5950.and is referenced to NAD 83.
 DF5950
 DF5950.The geoid height was determined by GEOID03.
 DF5950
 DF5950;                    North         East     Units Scale Factor Converg.
 DF5950;SPC MN C     -   247,309.650   901,821.751   MT  0.99992207   +0 57 23.3
 DF5950;UTM  15      - 5,129,352.222   505,558.789   MT  0.99960038   +0 03 08.0
 DF5950
 DF5950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5950!SPC MN C     -   0.99995171  x   0.99992207  =   0.99987379
 DF5950!UTM  15      -   0.99995171  x   0.99960038  =   0.99955211
 DF5950
 DF5950                          SUPERSEDED SURVEY CONTROL
 DF5950
 DF5950.No superseded survey control is available for this station.
 DF5950
 DF5950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0555929352(NAD 83)
 DF5950_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5950_STAMPING: NO 64
 DF5950_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5950+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5950
 DF5950  HISTORY     - Date     Condition        Report By
 DF5950  HISTORY     - 1999     MONUMENTED       MN-115
 DF5950
 DF5950                          STATION DESCRIPTION
 DF5950
 DF5950'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5950'4.7 MI (7.6 KM) WEST ON CO RD 41 FROM JCT OF CO RD 61 AT WILLOW RIVER,
 DF5950'24 FT (7.3 M) SOUTH OF CO RD 41, 13 FT (4.0 M) WEST OF DRIVEWAY, 24.7
 DF5950'FT (7.5 M) SSE OF NW CORNER OF SECTION 7, 32 FT (9.8 M) WNW OF P-POLE,
 DF5950'2 FT (0.6 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1281 ***********************************************************************
 PQ1281  DESIGNATION -  64 001
 PQ1281  PID         -  PQ1281
 PQ1281  STATE/COUNTY-  MN/REDWOOD
 PQ1281  USGS QUAD   -  SANBORN (1967)
 PQ1281
 PQ1281                         *CURRENT SURVEY CONTROL
 PQ1281  ___________________________________________________________________
 PQ1281* NAD 83(1986)-  44 13 02.     (N)    095 08 57.     (W)     SCALED    
 PQ1281* NAVD 88     -       329.678  (meters)    1081.62   (feet)  ADJUSTED  
 PQ1281  ___________________________________________________________________
 PQ1281  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 PQ1281  DYNAMIC HT  -         329.623 (meters)    1081.44  (feet)  COMP
 PQ1281  MODELED GRAV-     980,442.4   (mgal)                       NAVD 88
 PQ1281
 PQ1281  VERT ORDER  -  SECOND    CLASS I
 PQ1281
 PQ1281.The horizontal coordinates were scaled from a topographic map and have
 PQ1281.an estimated accuracy of +/- 6 seconds.
 PQ1281
 PQ1281.The orthometric height was determined by differential leveling
 PQ1281.and adjusted by the National Geodetic Survey in June 1995..
 PQ1281
 PQ1281.The geoid height was determined by GEOID03.
 PQ1281
 PQ1281.The dynamic height is computed by dividing the NAVD 88
 PQ1281.geopotential number by the normal gravity value computed on the
 PQ1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1281.degrees latitude (g = 980.6199 gals.).
 PQ1281
 PQ1281.The modeled gravity was interpolated from observed gravity values.
 PQ1281
 PQ1281;                    North         East    Units  Estimated Accuracy
 PQ1281;SPC MN S     -   235,890.      708,180.      MT  (+/- 180 meters Scaled)
 PQ1281
 PQ1281                          SUPERSEDED SURVEY CONTROL
 PQ1281
 PQ1281.No superseded survey control is available for this station.
 PQ1281
 PQ1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ283982(NAD 83)
 PQ1281_MARKER: DV = VERTICAL CONTROL DISK
 PQ1281_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1281_SP_SET: COPPER-CLAD STEEL ROD
 PQ1281_STAMPING: 64 001 1981
 PQ1281_MARK LOGO: MNDT  
 PQ1281_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1281
 PQ1281  HISTORY     - Date     Condition        Report By
 PQ1281  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1281
 PQ1281                          STATION DESCRIPTION
 PQ1281
 PQ1281'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1281'THE MARK IS LOCATED 1.1 MI (1.8 KM) WEST ALONG THE CHICAGO AND
 PQ1281'NORTHWESTERN RAILROAD FROM THE MAIN STREET CROSSING IN SANBORN AND IS
 PQ1281'AT A TOWNSHIP ROAD CROSSING IN THE NE 1/4 OF SECTION 27, T109N, R36W.
 PQ1281'THE MARK IS 46.3 FT (14.1 M) SOUTH OF AND 3 FT (0.9 M) LOWER THAN THE
 PQ1281'SOUTH RAIL OF THE RAILROAD, 35 FT (10.7 M) NORTH OF THE CENTER OF A
 PQ1281'DRIVEWAY, 28 FT (8.5 M) WEST OF CENTER OF THE TOWNSHIP ROAD, 6.8 FT
 PQ1281'(2.1 M) EAST OF WOOD CORNER FENCE POST, 2.2 FT (0.7 M) NORTH OF POWER
 PQ1281'POLE NUMBER REA 44 AND 1.2 FT (0.4 M) EAST OF A STEEL WITNESS POST.
 PQ1281'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---64 001
 PQ1281'1981---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8-INCH DIAMETER BY
 PQ1281'24-FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0310 ***********************************************************************
 ON0310  DESIGNATION -  640 B
 ON0310  PID         -  ON0310
 ON0310  STATE/COUNTY-  MN/WINONA
 ON0310  USGS QUAD   -  LA CRESCENT (1991)
 ON0310
 ON0310                         *CURRENT SURVEY CONTROL
 ON0310  ___________________________________________________________________
 ON0310* NAD 83(1986)-  43 51 57.     (N)    091 18 33.     (W)     SCALED    
 ON0310* NAVD 88     -       197.039  (meters)     646.45   (feet)  ADJUSTED  
 ON0310  ___________________________________________________________________
 ON0310  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 ON0310  DYNAMIC HT  -         197.005 (meters)     646.34  (feet)  COMP
 ON0310  MODELED GRAV-     980,443.4   (mgal)                       NAVD 88
 ON0310
 ON0310  VERT ORDER  -  SECOND    CLASS 0
 ON0310
 ON0310.The horizontal coordinates were scaled from a topographic map and have
 ON0310.an estimated accuracy of +/- 6 seconds.
 ON0310
 ON0310.The orthometric height was determined by differential leveling
 ON0310.and adjusted by the National Geodetic Survey in June 1991..
 ON0310
 ON0310.The geoid height was determined by GEOID03.
 ON0310
 ON0310.The dynamic height is computed by dividing the NAVD 88
 ON0310.geopotential number by the normal gravity value computed on the
 ON0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0310.degrees latitude (g = 980.6199 gals.).
 ON0310
 ON0310.The modeled gravity was interpolated from observed gravity values.
 ON0310
 ON0310;                    North         East    Units  Estimated Accuracy
 ON0310;SPC MN S     -   199,770.    1,016,270.      MT  (+/- 180 meters Scaled)
 ON0310
 ON0310                          SUPERSEDED SURVEY CONTROL
 ON0310
 ON0310  NGVD 29 (??/??/92)  197.053  (m)          646.50   (f) ADJ UNCH    2 0
 ON0310
 ON0310.Superseded values are not recommended for survey control.
 ON0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0310.See file dsdata.txt to determine how the superseded data were derived.
 ON0310
 ON0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ358583(NAD 83)
 ON0310_MARKER: DD = SURVEY DISK
 ON0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0310_SP_SET: GUIDE WALL
 ON0310_STAMPING: 640 B
 ON0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0310
 ON0310  HISTORY     - Date     Condition        Report By
 ON0310  HISTORY     - UNK      MONUMENTED       MNHD
 ON0310  HISTORY     - 1965     GOOD             MNHD
 ON0310
 ON0310                          STATION DESCRIPTION
 ON0310
 ON0310'DESCRIBED BY MN HIGHWAY DEPT 1965
 ON0310'2.9 MI N FROM LA CRESCENT.
 ON0310'MARK IS LOCATED IN THE S 1/2, SECTION 28, T105N, R4W ABOUT 2.9
 ON0310'MILES NORTH OF LA CRESENT AT LOCK AND DAM NO. 7.  MARK IS A
 ON0310'STANDARD U.S.E. DISK, STAMPED 640 B, SET IN THE TOP OF A
 ON0310'CONCRETE GUIDEWALL.  MARK IS AT THE SOUTHWEST CORNER OF THE
 ON0310'LOCK NEAR THE CENTER OF THE BEGINNING OF THE EXTENSION OF THE
 ON0310'SOUTH GUIDEWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1658 ***********************************************************************
 PQ1658  DESIGNATION -  6403 A
 PQ1658  PID         -  PQ1658
 PQ1658  STATE/COUNTY-  MN/REDWOOD
 PQ1658  USGS QUAD   -  REDWOOD FALLS (1992)
 PQ1658
 PQ1658                         *CURRENT SURVEY CONTROL
 PQ1658  ___________________________________________________________________
 PQ1658* NAD 83(1986)-  44 32 27.     (N)    095 07 19.     (W)     SCALED    
 PQ1658* NAVD 88     -       302.695  (meters)     993.09   (feet)  ADJUSTED  
 PQ1658  ___________________________________________________________________
 PQ1658  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 PQ1658  DYNAMIC HT  -         302.652 (meters)     992.95  (feet)  COMP
 PQ1658  MODELED GRAV-     980,467.6   (mgal)                       NAVD 88
 PQ1658
 PQ1658  VERT ORDER  -  SECOND    CLASS I
 PQ1658
 PQ1658.The horizontal coordinates were scaled from a topographic map and have
 PQ1658.an estimated accuracy of +/- 6 seconds.
 PQ1658
 PQ1658.The orthometric height was determined by differential leveling
 PQ1658.and adjusted by the National Geodetic Survey in June 1995..
 PQ1658
 PQ1658.The geoid height was determined by GEOID03.
 PQ1658
 PQ1658.The dynamic height is computed by dividing the NAVD 88
 PQ1658.geopotential number by the normal gravity value computed on the
 PQ1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1658.degrees latitude (g = 980.6199 gals.).
 PQ1658
 PQ1658.The modeled gravity was interpolated from observed gravity values.
 PQ1658
 PQ1658;                    North         East    Units  Estimated Accuracy
 PQ1658;SPC MN S     -   271,820.      710,840.      MT  (+/- 180 meters Scaled)
 PQ1658
 PQ1658                          SUPERSEDED SURVEY CONTROL
 PQ1658
 PQ1658.No superseded survey control is available for this station.
 PQ1658
 PQ1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK314341(NAD 83)
 PQ1658_MARKER: DB = BENCH MARK DISK
 PQ1658_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1658_SP_SET: BRIDGE ABUTMENT
 PQ1658_STAMPING: 6403 A 1986
 PQ1658_MARK LOGO: MNDT  
 PQ1658_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1658+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 PQ1658
 PQ1658  HISTORY     - Date     Condition        Report By
 PQ1658  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1658  HISTORY     - 20050718 GOOD             INDIV
 PQ1658
 PQ1658                          STATION DESCRIPTION
 PQ1658
 PQ1658'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1658'THE MARK IS LACATED IN THE WEST PART OF THE TOWN OF REDWOOD FALLS, IN
 PQ1658'THE NW 1/4 OF SECTION 1, T117N, R36W, AT THE SOUTHWEST CORNER OF THE
 PQ1658'TRUNK HIGHWAY 19 BRIDGE OVER THE REDWOOD RIVER AND AT THE NORTH END
 PQ1658'OF LAKE REDWOOD, ABOUT 0.2 MILW WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 PQ1658'JUNCTION WITH TRUNK HIGHWAY 71 IN THE WEST PART OF REDWOOD FALLS. THE
 PQ1658'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---6403 A 1986---, IS
 PQ1658'SET IN THE TOP OF THE SOUTHEAST ABUTMENT OF THE BRIDGE.
 PQ1658
 PQ1658                          STATION RECOVERY (2005)
 PQ1658
 PQ1658'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 PQ1658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1659 ***********************************************************************
 PQ1659  DESIGNATION -  6403 B
 PQ1659  PID         -  PQ1659
 PQ1659  STATE/COUNTY-  MN/REDWOOD
 PQ1659  USGS QUAD   -  REDWOOD FALLS (1992)
 PQ1659
 PQ1659                         *CURRENT SURVEY CONTROL
 PQ1659  ___________________________________________________________________
 PQ1659* NAD 83(1986)-  44 32 27.     (N)    095 07 22.     (W)     SCALED    
 PQ1659* NAVD 88     -       303.521  (meters)     995.80   (feet)  ADJUSTED  
 PQ1659  ___________________________________________________________________
 PQ1659  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 PQ1659  DYNAMIC HT  -         303.477 (meters)     995.66  (feet)  COMP
 PQ1659  MODELED GRAV-     980,467.5   (mgal)                       NAVD 88
 PQ1659
 PQ1659  VERT ORDER  -  SECOND    CLASS I
 PQ1659
 PQ1659.The horizontal coordinates were scaled from a topographic map and have
 PQ1659.an estimated accuracy of +/- 6 seconds.
 PQ1659
 PQ1659.The orthometric height was determined by differential leveling
 PQ1659.and adjusted by the National Geodetic Survey in June 1995..
 PQ1659
 PQ1659.The geoid height was determined by GEOID03.
 PQ1659
 PQ1659.The dynamic height is computed by dividing the NAVD 88
 PQ1659.geopotential number by the normal gravity value computed on the
 PQ1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1659.degrees latitude (g = 980.6199 gals.).
 PQ1659
 PQ1659.The modeled gravity was interpolated from observed gravity values.
 PQ1659
 PQ1659;                    North         East    Units  Estimated Accuracy
 PQ1659;SPC MN S     -   271,820.      710,780.      MT  (+/- 180 meters Scaled)
 PQ1659
 PQ1659                          SUPERSEDED SURVEY CONTROL
 PQ1659
 PQ1659.No superseded survey control is available for this station.
 PQ1659
 PQ1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK313341(NAD 83)
 PQ1659_MARKER: DB = BENCH MARK DISK
 PQ1659_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1659_SP_SET: BRIDGE ABUTMENT
 PQ1659_STAMPING: 6403 B 1986
 PQ1659_MARK LOGO: MNDT  
 PQ1659_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1659+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 PQ1659
 PQ1659  HISTORY     - Date     Condition        Report By
 PQ1659  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1659  HISTORY     - 20050718 GOOD             INDIV
 PQ1659
 PQ1659                          STATION DESCRIPTION
 PQ1659
 PQ1659'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1659'THE MARK IS LOCATED IN THE WEST PART OF THE TOWN OF REDWOOD FALLS IN
 PQ1659'THE NW 1/4 OF SECTION 1, T112N, R36W, AT THE SOUTHWEST CORNER OF THE
 PQ1659'TRUNK HIGHWAY 19 BRIDGE OVER THE REDWOOD RIVER AND AT THE NORTH END
 PQ1659'OF LAKE REDWOOD, ABOUT 0.2 MILE (0.3 KM) WEST ALONG TRUNK HIGHWAY 19
 PQ1659'FROM ITS JUCTION WITH TRUNK HIGHWAY 71 IN THE WEST PART OF REDWOOD
 PQ1659'FALLS.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---6403 B
 PQ1659'1986---, IS SET IN THE TOP OF THE SOUTHWEST ABUTMENT OF THE BRIDGE.
 PQ1659
 PQ1659                          STATION RECOVERY (2005)
 PQ1659
 PQ1659'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 PQ1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1647 ***********************************************************************
 PQ1647  DESIGNATION -  6404 A
 PQ1647  PID         -  PQ1647
 PQ1647  STATE/COUNTY-  MN/REDWOOD
 PQ1647  USGS QUAD   -  REDWOOD FALLS (1992)
 PQ1647
 PQ1647                         *CURRENT SURVEY CONTROL
 PQ1647  ___________________________________________________________________
 PQ1647* NAD 83(1986)-  44 32 20.     (N)    095 07 00.     (W)     SCALED    
 PQ1647* NAVD 88     -       318.041  (meters)    1043.44   (feet)  ADJUSTED  
 PQ1647  ___________________________________________________________________
 PQ1647  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 PQ1647  DYNAMIC HT  -         317.996 (meters)    1043.29  (feet)  COMP
 PQ1647  MODELED GRAV-     980,467.4   (mgal)                       NAVD 88
 PQ1647
 PQ1647  VERT ORDER  -  SECOND    CLASS I
 PQ1647
 PQ1647.The horizontal coordinates were scaled from a topographic map and have
 PQ1647.an estimated accuracy of +/- 6 seconds.
 PQ1647
 PQ1647.The orthometric height was determined by differential leveling
 PQ1647.and adjusted by the National Geodetic Survey in June 1995..
 PQ1647
 PQ1647.The geoid height was determined by GEOID03.
 PQ1647
 PQ1647.The dynamic height is computed by dividing the NAVD 88
 PQ1647.geopotential number by the normal gravity value computed on the
 PQ1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1647.degrees latitude (g = 980.6199 gals.).
 PQ1647
 PQ1647.The modeled gravity was interpolated from observed gravity values.
 PQ1647
 PQ1647;                    North         East    Units  Estimated Accuracy
 PQ1647;SPC MN S     -   271,590.      711,260.      MT  (+/- 180 meters Scaled)
 PQ1647
 PQ1647                          SUPERSEDED SURVEY CONTROL
 PQ1647
 PQ1647.No superseded survey control is available for this station.
 PQ1647
 PQ1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK318339(NAD 83)
 PQ1647_MARKER: DV = VERTICAL CONTROL DISK
 PQ1647_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PQ1647+WITH SETTING: PAVEMENT
 PQ1647_SP_SET: FLAGPOLE BASE
 PQ1647_STAMPING: 6404 A 1986
 PQ1647_MARK LOGO: MNDT  
 PQ1647_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1647+STABILITY: SURFACE MOTION
 PQ1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1647+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 PQ1647
 PQ1647  HISTORY     - Date     Condition        Report By
 PQ1647  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1647  HISTORY     - 20050718 GOOD             INDIV
 PQ1647
 PQ1647                          STATION DESCRIPTION
 PQ1647
 PQ1647'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1647'THE MARK IS LOCATED IN THE CITY OF REDWOOD FALLS, IN THE NE 1/4
 PQ1647'SECTION 1, T112N, R36W, 2 BLOCKS SOUTH AND 2 BLOCKS EAST OF THE
 PQ1647'JUNCTION OF TRUNK HIGHWAYS 71, 67, AND 19 IN REDWOOD FALLS, AT THE
 PQ1647'FLAGPOLE ON THE WEST SIDE OF THE COURTHOUSE, 51.5 FEET (15.7 M) EAST
 PQ1647'OF AND ABOUT 1 FOOT (0.3 M) HIGHER THAN THE CENTER OF THE STREET,
 PQ1647'29.45 FEET (8.98 M) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 PQ1647'MAIN BUILDING, 8.2 FEET (2.5 M) NORTHWEST OF THE NORTHWEST CORNER OF
 PQ1647'THE WEST ENTRANCE WALL, AND 1.1 FEET (0.3 M) NORTHWEST THE FLAGPOLE.
 PQ1647'THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL
 PQ1647'MONUMENT DISK STAMPED --6404 A 1986---, IS SET IN THE CONCRETE BASE
 PQ1647'OF THE FLAGPOLE.
 PQ1647
 PQ1647                          STATION RECOVERY (2005)
 PQ1647
 PQ1647'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 PQ1647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1648 ***********************************************************************
 PQ1648  DESIGNATION -  6404 B
 PQ1648  PID         -  PQ1648
 PQ1648  STATE/COUNTY-  MN/REDWOOD
 PQ1648  USGS QUAD   -  REDWOOD FALLS (1992)
 PQ1648
 PQ1648                         *CURRENT SURVEY CONTROL
 PQ1648  ___________________________________________________________________
 PQ1648* NAD 83(1986)-  44 32 26.     (N)    095 06 18.     (W)     SCALED    
 PQ1648* NAVD 88     -       312.559  (meters)    1025.45   (feet)  ADJUSTED  
 PQ1648  ___________________________________________________________________
 PQ1648  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 PQ1648  DYNAMIC HT  -         312.514 (meters)    1025.31  (feet)  COMP
 PQ1648  MODELED GRAV-     980,467.9   (mgal)                       NAVD 88
 PQ1648
 PQ1648  VERT ORDER  -  SECOND    CLASS I
 PQ1648
 PQ1648.The horizontal coordinates were scaled from a topographic map and have
 PQ1648.an estimated accuracy of +/- 6 seconds.
 PQ1648
 PQ1648.The orthometric height was determined by differential leveling
 PQ1648.and adjusted by the National Geodetic Survey in June 1995..
 PQ1648
 PQ1648.The geoid height was determined by GEOID03.
 PQ1648
 PQ1648.The dynamic height is computed by dividing the NAVD 88
 PQ1648.geopotential number by the normal gravity value computed on the
 PQ1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1648.degrees latitude (g = 980.6199 gals.).
 PQ1648
 PQ1648.The modeled gravity was interpolated from observed gravity values.
 PQ1648
 PQ1648;                    North         East    Units  Estimated Accuracy
 PQ1648;SPC MN S     -   271,770.      712,190.      MT  (+/- 180 meters Scaled)
 PQ1648
 PQ1648                          SUPERSEDED SURVEY CONTROL
 PQ1648
 PQ1648.No superseded survey control is available for this station.
 PQ1648
 PQ1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK327340(NAD 83)
 PQ1648_MARKER: B = BOLT
 PQ1648_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 PQ1648_SP_SET: CONCRETE BASE
 PQ1648_STAMPING: 6404 B 1986
 PQ1648_MARK LOGO: MNDT  
 PQ1648_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PQ1648+STABILITY: POSITION/ELEVATION WELL
 PQ1648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1648+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 PQ1648
 PQ1648  HISTORY     - Date     Condition        Report By
 PQ1648  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1648  HISTORY     - 20050718 GOOD             INDIV
 PQ1648
 PQ1648                          STATION DESCRIPTION
 PQ1648
 PQ1648'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1648'THE MARK IS LOCATED IN THE CITY OF REDWOOD FALLS, IN THE NW 1/4 OF
 PQ1648'SECTION 6, T112N, R35W, 0.65 MILE (1.05 KM) EAST ALONG TRUNK HIGHWAY
 PQ1648'19/71 FROM THEIR JUNCTION WITH TRUNK HIGHWAY 67 IN REDWOOD FALLS, AT
 PQ1648'THE CITY WATER TANK, 80.0 FEET (24.4 M) SOUTHWEST OF AND 3 FEET
 PQ1648'(0.9 M) HIGHER THAN THE CENTER LINE OF SUNRISE BLVD, 30.7 FEET
 PQ1648'(9.4 M) SOUTH-SOUTHWEST OF A CONCRETE PEDESTAL FOR A SPOT LIGHT,
 PQ1648'37.85 FEET (11.54 M) EAST-SOUTHEAST OF THE CENTER OF A FIRE HYDRANT,
 PQ1648'1.0 FOOT (0.3 M) TO THE RIGHT OF THE ENTRANCE DOOR TO THE WATER TANK
 PQ1648'AND IS ABOUT 1.5 FEET (0.5 M) ABOVE THE GROUND.  THE MARK IS THE TOP
 PQ1648'OF THE FIRST BOLT RIGHT OF THE ENTRANCE DOOR TO THE WATER TANK.
 PQ1648
 PQ1648                          STATION RECOVERY (2005)
 PQ1648
 PQ1648'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 PQ1648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1649 ***********************************************************************
 PQ1649  DESIGNATION -  6404 C
 PQ1649  PID         -  PQ1649
 PQ1649  STATE/COUNTY-  MN/REDWOOD
 PQ1649  USGS QUAD   -  REDWOOD FALLS (1992)
 PQ1649
 PQ1649                         *CURRENT SURVEY CONTROL
 PQ1649  ___________________________________________________________________
 PQ1649* NAD 83(1986)-  44 32 30.     (N)    095 05 50.     (W)     SCALED    
 PQ1649* NAVD 88     -       308.968  (meters)    1013.67   (feet)  ADJUSTED  
 PQ1649  ___________________________________________________________________
 PQ1649  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 PQ1649  DYNAMIC HT  -         308.924 (meters)    1013.53  (feet)  COMP
 PQ1649  MODELED GRAV-     980,468.2   (mgal)                       NAVD 88
 PQ1649
 PQ1649  VERT ORDER  -  SECOND    CLASS I
 PQ1649
 PQ1649.The horizontal coordinates were scaled from a topographic map and have
 PQ1649.an estimated accuracy of +/- 6 seconds.
 PQ1649
 PQ1649.The orthometric height was determined by differential leveling
 PQ1649.and adjusted by the National Geodetic Survey in June 1995..
 PQ1649
 PQ1649.The geoid height was determined by GEOID03.
 PQ1649
 PQ1649.The dynamic height is computed by dividing the NAVD 88
 PQ1649.geopotential number by the normal gravity value computed on the
 PQ1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1649.degrees latitude (g = 980.6199 gals.).
 PQ1649
 PQ1649.The modeled gravity was interpolated from observed gravity values.
 PQ1649
 PQ1649;                    North         East    Units  Estimated Accuracy
 PQ1649;SPC MN S     -   271,880.      712,810.      MT  (+/- 180 meters Scaled)
 PQ1649
 PQ1649                          SUPERSEDED SURVEY CONTROL
 PQ1649
 PQ1649.No superseded survey control is available for this station.
 PQ1649
 PQ1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK333341(NAD 83)
 PQ1649_MARKER: DV = VERTICAL CONTROL DISK
 PQ1649_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PQ1649+WITH SETTING: PAVEMENT
 PQ1649_SP_SET: SIGN BASE
 PQ1649_STAMPING: 6404 C 1986
 PQ1649_MARK LOGO: MNDT  
 PQ1649_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1649+STABILITY: SURFACE MOTION
 PQ1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1649+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 PQ1649
 PQ1649  HISTORY     - Date     Condition        Report By
 PQ1649  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1649  HISTORY     - 20050718 GOOD             INDIV
 PQ1649
 PQ1649                          STATION DESCRIPTION
 PQ1649
 PQ1649'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1649'THE MARK IS LOCATED IN THE CITY OF REDWOOD FALLS, IN THE SE 1/4 OF
 PQ1649'SECTION 31, T113N, R35W, 1.05 MILE (1.69 KM) ALONG TRUNK HIGHWAY
 PQ1649'19/71 FROM ITS JUNCTION WITH TRUNK HIGHWAY 67 IN REDWOOD FALLS AT
 PQ1649'HIGHWAY 19 MILEPOINT 73.15, 57.0 FEET (17.4 M) NORTH AND ABOUT 2 FEET
 PQ1649'(0.6 M) HIGHER THAN THE CENTERLINE OF THE FRONTAGE ROAD, 16.9 FEET
 PQ1649'(5.2 M) WEST OF THE CENTERLINE OF THE EAST ENTRANCE TO A MCDONALDS
 PQ1649'RESTRANT, 17.9 FEET (5.5 M) EAST-NORTHEAST OF A FLAGPOLE, AND 2.5
 PQ1649'FEET (0.8 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A MCDONALDS
 PQ1649'SIGN.  THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL
 PQ1649'MONUMENT DISK STAMPED---6404 C 1986---, IS SET IN A DRILL HOLE IN THE
 PQ1649'CONCRETE BASE OF A MCDONALDS SIGN.
 PQ1649
 PQ1649                          STATION RECOVERY (2005)
 PQ1649
 PQ1649'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 PQ1649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1650 ***********************************************************************
 PQ1650  DESIGNATION -  6404 D
 PQ1650  PID         -  PQ1650
 PQ1650  STATE/COUNTY-  MN/REDWOOD
 PQ1650  USGS QUAD   -  REDWOOD FALLS (1992)
 PQ1650
 PQ1650                         *CURRENT SURVEY CONTROL
 PQ1650  ___________________________________________________________________
 PQ1650* NAD 83(1996)-  44 32 29.57827(N)    095 04 51.60472(W)     ADJUSTED  
 PQ1650* NAVD 88     -       309.783  (meters)    1016.35   (feet)  ADJUSTED  
 PQ1650  ___________________________________________________________________
 PQ1650  X           -    -403,291.480 (meters)                     COMP
 PQ1650  Y           -  -4,535,778.343 (meters)                     COMP
 PQ1650  Z           -   4,451,378.123 (meters)                     COMP
 PQ1650  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 PQ1650  ELLIP HEIGHT-         282.24  (meters)          (04/16/02) GPS OBS
 PQ1650  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 PQ1650  DYNAMIC HT  -         309.740 (meters)    1016.21  (feet)  COMP
 PQ1650  MODELED GRAV-     980,468.5   (mgal)                       NAVD 88
 PQ1650
 PQ1650  HORZ ORDER  -  FIRST
 PQ1650  VERT ORDER  -  SECOND    CLASS I
 PQ1650  ELLP ORDER  -  THIRD     CLASS I
 PQ1650
 PQ1650.The horizontal coordinates were established by GPS observations
 PQ1650.and adjusted by the MN DEPT OF TRANSP in April 2002..
 PQ1650
 PQ1650.The orthometric height was determined by differential leveling
 PQ1650.and adjusted by the National Geodetic Survey in June 1995..
 PQ1650
 PQ1650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1650
 PQ1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1650
 PQ1650.The ellipsoidal height was determined by GPS observations
 PQ1650.and is referenced to NAD 83.
 PQ1650
 PQ1650.The geoid height was determined by GEOID03.
 PQ1650
 PQ1650.The dynamic height is computed by dividing the NAVD 88
 PQ1650.geopotential number by the normal gravity value computed on the
 PQ1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1650.degrees latitude (g = 980.6199 gals.).
 PQ1650
 PQ1650.The modeled gravity was interpolated from observed gravity values.
 PQ1650
 PQ1650;                    North         East     Units Scale Factor Converg.
 PQ1650;SPC MN S     -   271,851.692   714,098.699   MT  0.99992228   -0 45 27.7
 PQ1650;UTM  15      - 4,934,130.709   334,681.975   MT  0.99993610   -1 27 36.0
 PQ1650
 PQ1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1650!SPC MN S     -   0.99995575  x   0.99992228  =   0.99987803
 PQ1650!UTM  15      -   0.99995575  x   0.99993610  =   0.99989185
 PQ1650
 PQ1650:                Primary Azimuth Mark                     Grid Az
 PQ1650:SPC MN S     -  REDWOODPORT                              051 16 33.5
 PQ1650:UTM  15      -  REDWOODPORT                              051 58 41.8
 PQ1650
 PQ1650|---------------------------------------------------------------------|
 PQ1650| PID    Reference Object                     Distance      Geod. Az  |
 PQ1650|                                                           dddmmss.s |
 PQ1650| PQ1272 REDWOODPORT                         411.932 METERS 0503105.8 |
 PQ1650|---------------------------------------------------------------------|
 PQ1650
 PQ1650                          SUPERSEDED SURVEY CONTROL
 PQ1650
 PQ1650  NAVD 88 (04/16/02)  309.78   (m)         1016.3    (f) LEVELING    3  
 PQ1650
 PQ1650.Superseded values are not recommended for survey control.
 PQ1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1650.See file dsdata.txt to determine how the superseded data were derived.
 PQ1650
 PQ1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3468234131(NAD 83)
 PQ1650_MARKER: DV = VERTICAL CONTROL DISK
 PQ1650_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1650_SP_SET: ALUMINUM ALLOY ROD
 PQ1650_STAMPING: 6404 D 1986
 PQ1650_MARK LOGO: MNDT  
 PQ1650_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1650+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2002
 PQ1650
 PQ1650  HISTORY     - Date     Condition        Report By
 PQ1650  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1650  HISTORY     - 19981208 GOOD             MNDT
 PQ1650  HISTORY     - 20021002 GOOD             MNDT
 PQ1650
 PQ1650                          STATION DESCRIPTION
 PQ1650
 PQ1650'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1650'THE MARK IS LOCATED ABOUT 0.25 MILE (0.40 KM) EAST OF THE CITY OF
 PQ1650'REDWOOD FALLS IN THE SE 1/4 OF SECTION 32, T113N, R35W, 18.5 MILES
 PQ1650'(29.8 KM) EAST ALONG TRUNK HIGHWAY 19/71 FROM ITS JUNCTION WITH TRUNK
 PQ1650'HIGHWAY 67 IN REDWOOD FALLS, 68.7 FEET (20.9 M) NORTH OF AND ABOUT 1
 PQ1650'FOOT (0.3 M) LOWER THAN THE CENTERLINE OF THE HIGHWAY AT HIGHWAY 19
 PQ1650'MILEPOINT 73.95, 8.5 FEET (2.6 M) WEST-SOUTHWEST OF A TELEPHONE CABLE
 PQ1650'POLE, 4.7 FEET (1.4 M) SOUTH OF A POWER POLE, AND 4.3 FEET (1.3 M)
 PQ1650'SOUTH-SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PQ1650'MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6404
 PQ1650'D 1986---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY
 PQ1650'23.5-FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE SURFACE OF
 PQ1650'THE GROUND.
 PQ1650
 PQ1650                          STATION RECOVERY (1998)
 PQ1650
 PQ1650'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DGH)
 PQ1650'RECOVERED AS DESCRIBED, FLUSH.
 PQ1650
 PQ1650                          STATION RECOVERY (2002)
 PQ1650
 PQ1650'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 PQ1650'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  TIE TO THE TEL
 PQ1650'CABLE POLE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1651 ***********************************************************************
 PQ1651  DESIGNATION -  6404 E
 PQ1651  PID         -  PQ1651
 PQ1651  STATE/COUNTY-  MN/REDWOOD
 PQ1651  USGS QUAD   -  REDWOOD FALLS (1992)
 PQ1651
 PQ1651                         *CURRENT SURVEY CONTROL
 PQ1651  ___________________________________________________________________
 PQ1651* NAD 83(1986)-  44 32 29.     (N)    095 03 59.     (W)     SCALED    
 PQ1651* NAVD 88     -       310.067  (meters)    1017.28   (feet)  ADJUSTED  
 PQ1651  ___________________________________________________________________
 PQ1651  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 PQ1651  DYNAMIC HT  -         310.023 (meters)    1017.13  (feet)  COMP
 PQ1651  MODELED GRAV-     980,468.8   (mgal)                       NAVD 88
 PQ1651
 PQ1651  VERT ORDER  -  SECOND    CLASS I
 PQ1651
 PQ1651.The horizontal coordinates were scaled from a topographic map and have
 PQ1651.an estimated accuracy of +/- 6 seconds.
 PQ1651
 PQ1651.The orthometric height was determined by differential leveling
 PQ1651.and adjusted by the National Geodetic Survey in June 1995..
 PQ1651
 PQ1651.The geoid height was determined by GEOID03.
 PQ1651
 PQ1651.The dynamic height is computed by dividing the NAVD 88
 PQ1651.geopotential number by the normal gravity value computed on the
 PQ1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1651.degrees latitude (g = 980.6199 gals.).
 PQ1651
 PQ1651.The modeled gravity was interpolated from observed gravity values.
 PQ1651
 PQ1651;                    North         East    Units  Estimated Accuracy
 PQ1651;SPC MN S     -   271,820.      715,260.      MT  (+/- 180 meters Scaled)
 PQ1651
 PQ1651                          SUPERSEDED SURVEY CONTROL
 PQ1651
 PQ1651.No superseded survey control is available for this station.
 PQ1651
 PQ1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK358340(NAD 83)
 PQ1651_MARKER: DV = VERTICAL CONTROL DISK
 PQ1651_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1651_SP_SET: ALUMINUM ALLOY ROD
 PQ1651_STAMPING: 6404 E 1986
 PQ1651_MARK LOGO: MNDT  
 PQ1651_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1651+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 PQ1651
 PQ1651  HISTORY     - Date     Condition        Report By
 PQ1651  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1651  HISTORY     - 20021002 GOOD             MNDT
 PQ1651  HISTORY     - 20050718 GOOD             INDIV
 PQ1651
 PQ1651                          STATION DESCRIPTION
 PQ1651
 PQ1651'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1651'THE MARK IS LOCATED ABOUT 1 MILE (1.6 KM) EAST OF THE CITY OF REDWOOD
 PQ1651'FALLS, IN THE SW 1/4 OF SECTION 33, T113N, R35W, 2.6 MILES (4.2 KM)
 PQ1651'EAST ALONG TRUNK HIGHWAY 19/71 FROM ITS JUNCTION WITH TRUNK HIGHWAY 67
 PQ1651'IN REDWOOD FALLS, 51.0 FEET (15.5 M) NORTH OF AND ABOUT LEVEL WITH
 PQ1651'THE CENTERLINE OF THE HIGHWAY AT HIGHWAY 19 MILEPOINT 74.7, 78.0 FEET
 PQ1651'(23.8 M) SOUTHWEST OF A TELEPHONE CABLE MARKER POST, 18.5 FT (5.6 M)
 PQ1651'WEST OF THE CENTER OF AN ENTRANCE, AND 0.9 FOOT (27.4 CM) SOUTH OF A
 PQ1651'STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT
 PQ1651'VERTICAL CONTROL MONUMENT DISK STAMPED---6404 E 1986---, IS FORCED
 PQ1651'ONTO THE TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 15-FOOT
 PQ1651'LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.
 PQ1651
 PQ1651                          STATION RECOVERY (2002)
 PQ1651
 PQ1651'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 PQ1651'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 PQ1651'TH 19 MP 74.8, RECESSED 6 INCHES AND SUITABLE FOR GPS.
 PQ1651
 PQ1651                          STATION RECOVERY (2005)
 PQ1651
 PQ1651'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 PQ1651'FOUND IN A SMALL DEPRESSION SOUTH OF WITNESS POST ABOUT 6 INCHES BELOW
 PQ1651'SURROUNDING GROUND.
 PQ1651' 
 PQ1651'HANDHELD GPS READING N 44 32 29.3   W 095 03 57.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1652 ***********************************************************************
 PQ1652  DESIGNATION -  6404 F
 PQ1652  PID         -  PQ1652
 PQ1652  STATE/COUNTY-  MN/REDWOOD
 PQ1652  USGS QUAD   -  REDWOOD FALLS (1992)
 PQ1652
 PQ1652                         *CURRENT SURVEY CONTROL
 PQ1652  ___________________________________________________________________
 PQ1652* NAD 83(1986)-  44 32 27.     (N)    095 03 21.     (W)     SCALED    
 PQ1652* NAVD 88     -       306.768  (meters)    1006.45   (feet)  ADJUSTED  
 PQ1652  ___________________________________________________________________
 PQ1652  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 PQ1652  DYNAMIC HT  -         306.725 (meters)    1006.31  (feet)  COMP
 PQ1652  MODELED GRAV-     980,468.9   (mgal)                       NAVD 88
 PQ1652
 PQ1652  VERT ORDER  -  SECOND    CLASS I
 PQ1652
 PQ1652.The horizontal coordinates were scaled from a topographic map and have
 PQ1652.an estimated accuracy of +/- 6 seconds.
 PQ1652
 PQ1652.The orthometric height was determined by differential leveling
 PQ1652.and adjusted by the National Geodetic Survey in June 1995..
 PQ1652
 PQ1652.The geoid height was determined by GEOID03.
 PQ1652
 PQ1652.The dynamic height is computed by dividing the NAVD 88
 PQ1652.geopotential number by the normal gravity value computed on the
 PQ1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1652.degrees latitude (g = 980.6199 gals.).
 PQ1652
 PQ1652.The modeled gravity was interpolated from observed gravity values.
 PQ1652
 PQ1652;                    North         East    Units  Estimated Accuracy
 PQ1652;SPC MN S     -   271,750.      716,100.      MT  (+/- 180 meters Scaled)
 PQ1652
 PQ1652                          SUPERSEDED SURVEY CONTROL
 PQ1652
 PQ1652.No superseded survey control is available for this station.
 PQ1652
 PQ1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK366340(NAD 83)
 PQ1652_MARKER: DV = VERTICAL CONTROL DISK
 PQ1652_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PQ1652+WITH SETTING: PAVEMENT
 PQ1652_SP_SET: SIGN BASE
 PQ1652_STAMPING: 6404 F 1986
 PQ1652_MARK LOGO: MNDT  
 PQ1652_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1652+STABILITY: SURFACE MOTION
 PQ1652
 PQ1652  HISTORY     - Date     Condition        Report By
 PQ1652  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1652  HISTORY     - 20050718 POOR             INDIV
 PQ1652
 PQ1652                          STATION DESCRIPTION
 PQ1652
 PQ1652'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1652'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) EAST OF THE CITY OF
 PQ1652'REDWOOD FALLS, IN THE NE 1/4 OF SECTION 4, T112N, R35W, 3.05 MILES
 PQ1652'(4.91 KM) EAST ALONG TRUNK HIGHWAY 19/71 FROM ITS JUNCTION WITH TRUNK
 PQ1652'HIGHWAY 67 IN REDWOOD FALLS 113.0 FEET (34.4 M) SOUTH OF AND 2 FEET
 PQ1652'(0.6 M) LOWER THAN THE CENTERLINE OF THE HIGHWAY AT HIGHDWAY 19
 PQ1652'MILEPOINT 75.15, 63.0 FEET (19.2 M) WEST OF THE CENTER OF AN ENTRANCE
 PQ1652'(TO ANDERSON IMPLEMENT), 67.0 FEET (20.4 M) SOUTH-SOUTHWEST OF A
 PQ1652'TELEPHONE CABLE MARKER POST, AND 0.5 FOOT (15.2 CM) SOUTH AND 0.45
 PQ1652'FOOT (13.72 CM) WEST OF THE NORTHEAST CORNER OF THE BASE OF A SIGN
 PQ1652'(JOHN DEER).  THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL
 PQ1652'CONTROL MONUMENT DISK STAMPED ---6404 F 1986---, IS SET IN A DRILL
 PQ1652'HOLE IN THE NORTHEAST CORNER OF A 3.5- X 6-FOOT CONCRETE BASE FOR A
 PQ1652'JOHN DEER SIGN, AND IS ABOUT 0.5 FOOT (15.2 CM) ABOVE THE GROUND.
 PQ1652
 PQ1652                          STATION RECOVERY (2005)
 PQ1652
 PQ1652'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 PQ1652'THE JOHN DEERE DEALER IS NOW CALLED KIBBLE EQUIPMENT, INC.  THE SIGN
 PQ1652'IS NOW ELEVATED ON TWO STEEL RECTANGULAR POLES ABOUT 16 FEET SW OF THE
 PQ1652'OLD CEMENT BASE.
 PQ1652' 
 PQ1652'THE NE CORNER OF THE BASE HAS BEEN DAMAGED EXPOSING THE SIDE OF THE
 PQ1652'BENCHMARK DISC.
 PQ1652' 
 PQ1652'RECOVERED WITH D. WALKER
 PQ1652'HANDHELD GPS READINGS N 44 32 27.8  W 095 03 20.7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1653 ***********************************************************************
 PQ1653  DESIGNATION -  6404 G
 PQ1653  PID         -  PQ1653
 PQ1653  STATE/COUNTY-  MN/REDWOOD
 PQ1653  USGS QUAD   -  REDWOOD FALLS (1992)
 PQ1653
 PQ1653                         *CURRENT SURVEY CONTROL
 PQ1653  ___________________________________________________________________
 PQ1653* NAD 83(1986)-  44 32 29.     (N)    095 02 43.     (W)     SCALED    
 PQ1653* NAVD 88     -       305.668  (meters)    1002.85   (feet)  ADJUSTED  
 PQ1653  ___________________________________________________________________
 PQ1653  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 PQ1653  DYNAMIC HT  -         305.625 (meters)    1002.70  (feet)  COMP
 PQ1653  MODELED GRAV-     980,469.2   (mgal)                       NAVD 88
 PQ1653
 PQ1653  VERT ORDER  -  SECOND    CLASS I
 PQ1653
 PQ1653.The horizontal coordinates were scaled from a topographic map and have
 PQ1653.an estimated accuracy of +/- 6 seconds.
 PQ1653
 PQ1653.The orthometric height was determined by differential leveling
 PQ1653.and adjusted by the National Geodetic Survey in June 1995..
 PQ1653
 PQ1653.The geoid height was determined by GEOID03.
 PQ1653
 PQ1653.The dynamic height is computed by dividing the NAVD 88
 PQ1653.geopotential number by the normal gravity value computed on the
 PQ1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1653.degrees latitude (g = 980.6199 gals.).
 PQ1653
 PQ1653.The modeled gravity was interpolated from observed gravity values.
 PQ1653
 PQ1653;                    North         East    Units  Estimated Accuracy
 PQ1653;SPC MN S     -   271,800.      716,940.      MT  (+/- 180 meters Scaled)
 PQ1653
 PQ1653                          SUPERSEDED SURVEY CONTROL
 PQ1653
 PQ1653.No superseded survey control is available for this station.
 PQ1653
 PQ1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK375340(NAD 83)
 PQ1653_MARKER: DV = VERTICAL CONTROL DISK
 PQ1653_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1653_SP_SET: ALUMINUM ALLOY ROD
 PQ1653_STAMPING: 6404 G 1986
 PQ1653_MARK LOGO: MNDT  
 PQ1653_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1653
 PQ1653  HISTORY     - Date     Condition        Report By
 PQ1653  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1653
 PQ1653                          STATION DESCRIPTION
 PQ1653
 PQ1653'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1653'THE MARK IS LOCATED ABOUT 2 MILES (3.2 KM) EAST OF THE CITY OF REDWOOD
 PQ1653'FALLS, NEAR THE EAST EDGE OF A REST AREA, IN THE SW 1/4 OF SECTION
 PQ1653'34, T113N, R35W, 3.55 MILES (5.71 KM) EAST ALONG TRUNK HIGHWAY 19/71
 PQ1653'FROM ITS JUNCTION WITH TRUNK HIGHWAY 67 IN REDWOOD FALLS, 106.5 FEET
 PQ1653'(32.5 M) SOUTH-SOUTHEAST OF AND ABOUT 5 FEET (1.5 M) LOWER THAN THE
 PQ1653'CENTERLINE OF THE HIGHWAY AT HIGHWAY 19 MILEPOINT 75.7, 16.0 FEET
 PQ1653'(4.9 M) WEST OF THE CENTER OF A ROAD, 73 FEET (22.3 M)
 PQ1653'NORTH-NORTHWEST OF A POWER POLE, 5.1 FEET (1.6 M) SOUTH-SOUTHWEST OF
 PQ1653'AN ANCHER POLE, 62.0 FEET (18.9 M) NORTH OF THE CENTER OF A ROAD, AND
 PQ1653'9.0 FEET (2.7 M) NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A
 PQ1653'STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1653'STAMPED---6404 G 1986---,IS FORCED ONTO THE TOP OF A DRIVEN (TO
 PQ1653'REFUSAL) 3/4-INCH DIAMETER BY 15-FOOT LONG ALUMINUM ALUMINUM ALLOY
 PQ1653'ROD AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1654 ***********************************************************************
 PQ1654  DESIGNATION -  6404 H
 PQ1654  PID         -  PQ1654
 PQ1654  STATE/COUNTY-  MN/REDWOOD
 PQ1654  USGS QUAD   -  REDWOOD FALLS (1992)
 PQ1654
 PQ1654                         *CURRENT SURVEY CONTROL
 PQ1654  ___________________________________________________________________
 PQ1654* NAD 83(1986)-  44 32 37.     (N)    095 02 22.     (W)     SCALED    
 PQ1654* NAVD 88     -       284.187  (meters)     932.37   (feet)  ADJUSTED  
 PQ1654  ___________________________________________________________________
 PQ1654  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 PQ1654  DYNAMIC HT  -         284.147 (meters)     932.24  (feet)  COMP
 PQ1654  MODELED GRAV-     980,469.6   (mgal)                       NAVD 88
 PQ1654
 PQ1654  VERT ORDER  -  SECOND    CLASS I
 PQ1654
 PQ1654.The horizontal coordinates were scaled from a topographic map and have
 PQ1654.an estimated accuracy of +/- 6 seconds.
 PQ1654
 PQ1654.The orthometric height was determined by differential leveling
 PQ1654.and adjusted by the National Geodetic Survey in June 1995..
 PQ1654
 PQ1654.The geoid height was determined by GEOID03.
 PQ1654
 PQ1654.The dynamic height is computed by dividing the NAVD 88
 PQ1654.geopotential number by the normal gravity value computed on the
 PQ1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1654.degrees latitude (g = 980.6199 gals.).
 PQ1654
 PQ1654.The modeled gravity was interpolated from observed gravity values.
 PQ1654
 PQ1654;                    North         East    Units  Estimated Accuracy
 PQ1654;SPC MN S     -   272,040.      717,400.      MT  (+/- 180 meters Scaled)
 PQ1654
 PQ1654                          SUPERSEDED SURVEY CONTROL
 PQ1654
 PQ1654.No superseded survey control is available for this station.
 PQ1654
 PQ1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK379342(NAD 83)
 PQ1654_MARKER: DV = VERTICAL CONTROL DISK
 PQ1654_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1654_SP_SET: ALUMINUM ALLOY ROD
 PQ1654_STAMPING: 6404 H 1986
 PQ1654_MARK LOGO: MNDT  
 PQ1654_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1654
 PQ1654  HISTORY     - Date     Condition        Report By
 PQ1654  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1654
 PQ1654                          STATION DESCRIPTION
 PQ1654
 PQ1654'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1654'THE MARK IS LOCATED ABOUT 2.25 MILES (3.62 KM) WEST OF THE CITY OF
 PQ1654'MORTON OR 2.3 MILES (3.7 KM) EAST OF THE CITY OF REDWOOD FALLS, IN
 PQ1654'THE SE 1/4 OF SECTION 34, T113N, R35W, 1.85 MILES (2.98 KM) WEST
 PQ1654'ALONG HIGHWAYS 19 AND 71 FROM THE NORTH LEG OF THEIR JUNCTION NEAR
 PQ1654'THE WEST EDGE OF MORTON, 44.0 FT (13.4 M) NORTH OF AND ABOUT LEVEL
 PQ1654'WITH THE CENTERLINE OF THE HIGHWAY AT HIGHWAY 19 MILEPOINT 76.1, 84.6
 PQ1654'FEET (25.8 M) EAST-NORTHEAST OF THE WEST END POST AT A GUARD CABLE,
 PQ1654'51.6 FEET (15.7 M) WEST-NORTHWEST OF THE EAST END POST OF A GUARD
 PQ1654'CABLE, 1.0 FOOT (0.3 M) NORTH OF THE GUARD CABLE, AND 0.6 FOOT
 PQ1654'(18.3 CM) SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PQ1654'MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6404
 PQ1654'H 1986---,IS FORCED ONTO THE TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH
 PQ1654'DIAMETER BY 22-FOOT LONG ALUMINUM ALLOY ROD AND PROJECTS 0.2 FOOT
 PQ1654'(6.1 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1655 ***********************************************************************
 PQ1655  DESIGNATION -  6404 J
 PQ1655  PID         -  PQ1655
 PQ1655  STATE/COUNTY-  MN/REDWOOD
 PQ1655  USGS QUAD   -  REDWOOD FALLS (1992)
 PQ1655
 PQ1655                         *CURRENT SURVEY CONTROL
 PQ1655  ___________________________________________________________________
 PQ1655* NAD 83(1986)-  44 32 35.     (N)    095 01 41.     (W)     SCALED    
 PQ1655* NAVD 88     -       264.020  (meters)     866.21   (feet)  ADJUSTED  
 PQ1655  ___________________________________________________________________
 PQ1655  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 PQ1655  DYNAMIC HT  -         263.983 (meters)     866.08  (feet)  COMP
 PQ1655  MODELED GRAV-     980,469.8   (mgal)                       NAVD 88
 PQ1655
 PQ1655  VERT ORDER  -  SECOND    CLASS I
 PQ1655
 PQ1655.The horizontal coordinates were scaled from a topographic map and have
 PQ1655.an estimated accuracy of +/- 6 seconds.
 PQ1655
 PQ1655.The orthometric height was determined by differential leveling
 PQ1655.and adjusted by the National Geodetic Survey in June 1995..
 PQ1655
 PQ1655.The geoid height was determined by GEOID03.
 PQ1655
 PQ1655.The dynamic height is computed by dividing the NAVD 88
 PQ1655.geopotential number by the normal gravity value computed on the
 PQ1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1655.degrees latitude (g = 980.6199 gals.).
 PQ1655
 PQ1655.The modeled gravity was interpolated from observed gravity values.
 PQ1655
 PQ1655;                    North         East    Units  Estimated Accuracy
 PQ1655;SPC MN S     -   271,970.      718,310.      MT  (+/- 180 meters Scaled)
 PQ1655
 PQ1655                          SUPERSEDED SURVEY CONTROL
 PQ1655
 PQ1655.No superseded survey control is available for this station.
 PQ1655
 PQ1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK388341(NAD 83)
 PQ1655_MARKER: DV = VERTICAL CONTROL DISK
 PQ1655_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1655_SP_SET: ALUMINUM ALLOY ROD
 PQ1655_STAMPING: 6404 J 1986
 PQ1655_MARK LOGO: MNDT  
 PQ1655_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1655+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 PQ1655
 PQ1655  HISTORY     - Date     Condition        Report By
 PQ1655  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1655  HISTORY     - 20040419 GOOD             USPSQD
 PQ1655
 PQ1655                          STATION DESCRIPTION
 PQ1655
 PQ1655'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1655'THE MARK IS LOCATED ABOUT 1.75 MILES (2.82 KM) WEST OF THE CITY OF
 PQ1655'MORTON, IN THE SE 1/4 OF SECTION 35, T113N, R35W, 2.15 MILES
 PQ1655'(3.46 KM) WEST ALONG TRUNK HIGHWAYS 19 AND 71 FROM THE NORTH LEG OF
 PQ1655'THEIR JUNCTION NEAR THE WEST EDGE OF MORTON, 99.0 FEET (30.2 M) SOUTH
 PQ1655'OF AND ABOUT 4 FEET (1.2 M) HIGHER THAN THE CENTERLINE OF THE HIGHWAY
 PQ1655'AT HIGHWAY 19 MILEPOINT 76.55, 25.5 FEET (7.8 M) EAST OF AN ENTRANCE
 PQ1655'TO A GRAVEL PIT, AND 1.0 FOOT (0.3 M) WEST-NORTHWEST OF A STEEL
 PQ1655'WITNESS POST.  THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL
 PQ1655'CONTROL MONUMENT DISK STAMPED---6404 J 1986---, IS FORCED ONTO THE
 PQ1655'TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 15-FOOT LONG
 PQ1655'ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.
 PQ1655
 PQ1655                          STATION RECOVERY (2004)
 PQ1655
 PQ1655'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PQ1655'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1656 ***********************************************************************
 PQ1656  DESIGNATION -  6404 K
 PQ1656  PID         -  PQ1656
 PQ1656  STATE/COUNTY-  MN/REDWOOD
 PQ1656  USGS QUAD   -  REDWOOD FALLS (1992)
 PQ1656
 PQ1656                         *CURRENT SURVEY CONTROL
 PQ1656  ___________________________________________________________________
 PQ1656* NAD 83(1986)-  44 32 36.     (N)    095 01 23.     (W)     SCALED    
 PQ1656* NAVD 88     -       257.928  (meters)     846.22   (feet)  ADJUSTED  
 PQ1656  ___________________________________________________________________
 PQ1656  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 PQ1656  DYNAMIC HT  -         257.891 (meters)     846.10  (feet)  COMP
 PQ1656  MODELED GRAV-     980,469.9   (mgal)                       NAVD 88
 PQ1656
 PQ1656  VERT ORDER  -  SECOND    CLASS I
 PQ1656
 PQ1656.The horizontal coordinates were scaled from a topographic map and have
 PQ1656.an estimated accuracy of +/- 6 seconds.
 PQ1656
 PQ1656.The orthometric height was determined by differential leveling
 PQ1656.and adjusted by the National Geodetic Survey in June 1995..
 PQ1656
 PQ1656.The geoid height was determined by GEOID03.
 PQ1656
 PQ1656.The dynamic height is computed by dividing the NAVD 88
 PQ1656.geopotential number by the normal gravity value computed on the
 PQ1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1656.degrees latitude (g = 980.6199 gals.).
 PQ1656
 PQ1656.The modeled gravity was interpolated from observed gravity values.
 PQ1656
 PQ1656;                    North         East    Units  Estimated Accuracy
 PQ1656;SPC MN S     -   271,990.      718,710.      MT  (+/- 180 meters Scaled)
 PQ1656
 PQ1656                          SUPERSEDED SURVEY CONTROL
 PQ1656
 PQ1656.No superseded survey control is available for this station.
 PQ1656
 PQ1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK392342(NAD 83)
 PQ1656_MARKER: DV = VERTICAL CONTROL DISK
 PQ1656_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1656_SP_SET: ALUMINUM ALLOY ROD
 PQ1656_STAMPING: 6404 K 1986
 PQ1656_MARK LOGO: MNDT  
 PQ1656_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1656+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 PQ1656
 PQ1656  HISTORY     - Date     Condition        Report By
 PQ1656  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1656  HISTORY     - 20040419 GOOD             USPSQD
 PQ1656
 PQ1656                          STATION DESCRIPTION
 PQ1656
 PQ1656'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1656'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) WEST OF THE CITY OF
 PQ1656'MORTON, IN THE SE 1/4 OF SECTION 35, T113N, R35W, 1.85 MILES
 PQ1656'(2.98 KM) WEST ALONG TRUNK HIGHWAYS 19 AND 71 FROM THE NORTH LEG OF
 PQ1656'THEIR JUCTION NEAR THE WEST EDGE OF MORTON, 106.0 FEET (32.3 M) NORTH
 PQ1656'OF AND ABOUT 2 FEET (0.6 M) LOWER THAN THE CENTERLINE OF THE HIGHWAY
 PQ1656'AT HIGHWAY 19 MILEPOINT 76.85, 17.0 FEET (5.2 M) NORTH OF THE NORTH
 PQ1656'RAIL OF THE RAILWAY, 44.0 FEET (13.4 M) EAST OF THE CENTER OF A FEILD
 PQ1656'ENTRANCE AND 0.8 FOOT (24.4 CM) SOUTH OF A STEEL WITNESS POST.  THE
 PQ1656'MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 PQ1656'DISK STAMPED---6404 K 1986---, IS FORCED ONTO THE TOP OF A DRIVEN (TO
 PQ1656'REFUSAL) 3/4-INCH DIAMETER BY 18-FOOT LONG ALUMINUM ALLOY ROD AND
 PQ1656'PROJECTS 0.1 FOOT (3.0 CM) ABOVE THE GROUND.
 PQ1656
 PQ1656                          STATION RECOVERY (2004)
 PQ1656
 PQ1656'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PQ1656'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1657 ***********************************************************************
 PQ1657  DESIGNATION -  6404 L
 PQ1657  PID         -  PQ1657
 PQ1657  STATE/COUNTY-  MN/REDWOOD
 PQ1657  USGS QUAD   -  REDWOOD FALLS (1992)
 PQ1657
 PQ1657                         *CURRENT SURVEY CONTROL
 PQ1657  ___________________________________________________________________
 PQ1657* NAD 83(1986)-  44 32 22.     (N)    095 00 24.     (W)     SCALED    
 PQ1657* NAVD 88     -       264.601  (meters)     868.11   (feet)  ADJUSTED  
 PQ1657  ___________________________________________________________________
 PQ1657  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 PQ1657  DYNAMIC HT  -         264.563 (meters)     867.99  (feet)  COMP
 PQ1657  MODELED GRAV-     980,469.7   (mgal)                       NAVD 88
 PQ1657
 PQ1657  VERT ORDER  -  SECOND    CLASS I
 PQ1657
 PQ1657.The horizontal coordinates were scaled from a topographic map and have
 PQ1657.an estimated accuracy of +/- 6 seconds.
 PQ1657
 PQ1657.The orthometric height was determined by differential leveling
 PQ1657.and adjusted by the National Geodetic Survey in June 1995..
 PQ1657
 PQ1657.The geoid height was determined by GEOID03.
 PQ1657
 PQ1657.The dynamic height is computed by dividing the NAVD 88
 PQ1657.geopotential number by the normal gravity value computed on the
 PQ1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1657.degrees latitude (g = 980.6199 gals.).
 PQ1657
 PQ1657.The modeled gravity was interpolated from observed gravity values.
 PQ1657
 PQ1657;                    North         East    Units  Estimated Accuracy
 PQ1657;SPC MN S     -   271,540.      720,000.      MT  (+/- 180 meters Scaled)
 PQ1657
 PQ1657                          SUPERSEDED SURVEY CONTROL
 PQ1657
 PQ1657.No superseded survey control is available for this station.
 PQ1657
 PQ1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK405337(NAD 83)
 PQ1657_MARKER: DV = VERTICAL CONTROL DISK
 PQ1657_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PQ1657+WITH SETTING: PAVEMENT
 PQ1657_SP_SET: SIGN BASE
 PQ1657_STAMPING: 6404 L 1986
 PQ1657_MARK LOGO: MNDT  
 PQ1657_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1657+STABILITY: SURFACE MOTION
 PQ1657
 PQ1657  HISTORY     - Date     Condition        Report By
 PQ1657  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1657
 PQ1657                          STATION DESCRIPTION
 PQ1657
 PQ1657'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1657'THE MARK IS LOCATED ABOUT 0.5 MILE (0.8 KM) WEST OF THE CITY OF
 PQ1657'MORTON, IN THE NW 1/4 OF SECTION 1, T112N, R35W, 0.9 MILE (1.4 KM)
 PQ1657'WEST ALONG TRUNK HIGHWAYS 19 AND 71 FROM THE NORTH LEG OF THEIR
 PQ1657'JUCTION NEAR THE WEST EDGE OF MORTON, 116.5 FEET (35.5 M)
 PQ1657'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AT HIGHWAY 19
 PQ1657'MILEPOINT 77.7, 47.5 FEET (14.5 M) SOUTHWEST OF THE CENTER OF COUNTY
 PQ1657'ROAD 2, 44.5 FEET (13.6 M) SOUTHEAST OF THE CENTER OF AN ENTRANCE,
 PQ1657'33.2 FEET (10.1 M) NORTHWEST OF A POWER POLE, 1.6 FEET (0.5 M)
 PQ1657'NORTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE SIGN BASE, AND 0.4
 PQ1657'FOOT (12.2 CM) SOUTHWEST OF THE NORTHEAST SIDE OF THE SIGN BASE.  THE
 PQ1657'MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 PQ1657'DISK STAMPED---6404 L 1986---, IS SET IN A DRILL HOLE IN THE
 PQ1657'SOUTHEAST CORNER OF A 5-FOOT BY 7-FOOT CONCRETE BASE FOR A (JACKPOT
 PQ1657'JUCTION BINGO) SIGN, AND IS 0.5 FOOT (15.2 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB9854 ***********************************************************************
 AB9854  HT_MOD      -  This is a Height Modernization Survey Station.
 AB9854  CBN         -  This is a Cooperative Base Network Control Station.
 AB9854  DESIGNATION -  6405 A
 AB9854  PID         -  AB9854
 AB9854  STATE/COUNTY-  MN/REDWOOD
 AB9854  USGS QUAD   -  SANBORN (1967)
 AB9854
 AB9854                         *CURRENT SURVEY CONTROL
 AB9854  ___________________________________________________________________
 AB9854* NAD 83(1996)-  44 13 52.69424(N)    095 07 43.40514(W)     ADJUSTED  
 AB9854* NAVD 88     -       330.22   (meters)    1083.4    (feet)  GPS OBS   
 AB9854  ___________________________________________________________________
 AB9854  X           -    -409,226.348 (meters)                     COMP
 AB9854  Y           -  -4,559,474.658 (meters)                     COMP
 AB9854  Z           -   4,426,754.637 (meters)                     COMP
 AB9854  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 AB9854  ELLIP HEIGHT-         302.77  (meters)          (01/15/97) GPS OBS
 AB9854  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AB9854
 AB9854  HORZ ORDER  -  B
 AB9854  ELLP ORDER  -  FOURTH    CLASS I
 AB9854
 AB9854.The horizontal coordinates were established by GPS observations
 AB9854.and adjusted by the National Geodetic Survey in January 1997..
 AB9854
 AB9854.The orthometric height was determined by GPS observations and a
 AB9854.high-resolution geoid model using precise GPS observation and
 AB9854.processing techniques.
 AB9854
 AB9854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9854
 AB9854.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9854
 AB9854.The ellipsoidal height was determined by GPS observations
 AB9854.and is referenced to NAD 83.
 AB9854
 AB9854.The geoid height was determined by GEOID03.
 AB9854
 AB9854;                    North         East     Units Scale Factor Converg.
 AB9854;SPC MN S     -   237,434.390   709,830.720   MT  0.99993310   -0 47 28.2
 AB9854;UTM  15      - 4,899,767.269   329,994.801   MT  0.99995546   -1 29 06.9
 AB9854
 AB9854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9854!SPC MN S     -   0.99995253  x   0.99993310  =   0.99988563
 AB9854!UTM  15      -   0.99995253  x   0.99995546  =   0.99990799
 AB9854
 AB9854                          SUPERSEDED SURVEY CONTROL
 AB9854
 AB9854.No superseded survey control is available for this station.
 AB9854
 AB9854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2999599767(NAD 83)
 AB9854_MARKER: DB = BENCH MARK DISK
 AB9854_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB9854_STAMPING: 6405 A 1962
 AB9854_MARK LOGO: MNHD  
 AB9854_PROJECTION: FLUSH
 AB9854_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB9854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9854+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 AB9854
 AB9854  HISTORY     - Date     Condition        Report By
 AB9854  HISTORY     - 1962     MONUMENTED       MNHD
 AB9854  HISTORY     - 19940518 GOOD             MNDT
 AB9854  HISTORY     - 20030818 GOOD             MNDT
 AB9854  HISTORY     - 20040628 GOOD             MNDT
 AB9854  HISTORY     - 20040818 GOOD             MNDT
 AB9854  HISTORY     - 20050719 GOOD             MNDT
 AB9854
 AB9854                          STATION DESCRIPTION
 AB9854
 AB9854'DESCRIBED BY MN DEPT OF TRANSP 1994 (DKH)
 AB9854'THE MARK WAS RECOVERED IN GOOD CONDITION.  A METAL SPIKE WAS PLACED ON
 AB9854'THE NORTH SIDE OF THE MONUMENT MAKING IT MAGNETIC.  THE MARK IS
 AB9854'LOCATED ABOUT 1-1/2 MI NORTH OF THE TOWN OF SANBORN IN THE SE 1/4 OF
 AB9854'SECTION 23, T109N, R36W.  TO REACH THE MARK FROM THE JCT OF TH 14 AND
 AB9854'TH 71, GO SOUTH ON TH 71 FOR 0.5 MI (0.8 KM) TO TH 71 MP 53.8 AND THE
 AB9854'MARK ON THE RIGHT.  THE MARK IS ON LINE WITH A FIELD TO THE WEST, 3.2
 AB9854'FT (1.0 M) WSW OF A CABLE MARKER POST, 1.0 FT (0.3 M) EAST OF A WOOD
 AB9854'POST, AND 0.7 FT (21.3 CM) EAST OF WIT POST.  THE MARK, A STANDARD
 AB9854'DISK STAMPED---6405 A 1962 1082.938---, IS SET ON TOP OF 12 INCH
 AB9854'CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND.  RECOVERED AND
 AB9854'DESCRIBED BY DAVID K.  HERDER, TYPED BY G.W.O.
 AB9854
 AB9854                          STATION RECOVERY (2003)
 AB9854
 AB9854'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AB9854'1.5 MILES NORTH OF SANBORN, 0.5 MILE SOUTH ALONG TRUNK HIGHWAY 71 FROM
 AB9854'JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 71 ABOUT 0.5 MILE NORTH
 AB9854'OF NORTH CITY LIMITS OF SANBORN, AT TRUNK HIGHWAY 71 MILEPOINT 53.8,
 AB9854'76 FEET WEST OF TRUNK HIGHWAY 71, 3.2 FEET WEST-SOUTHWEST OF CABLE
 AB9854'MARKER POST, 1.0 FOOT EAST OF WOOD POST ON FIELD LINE WEST, 0.7 FOOT
 AB9854'EAST OF WITNESS POST AND BENCHMARK SIGN
 AB9854
 AB9854                          STATION RECOVERY (2004)
 AB9854
 AB9854'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AB9854'1.5 MILES NORTH OF SANBORN, 0.5 MILE SOUTH ALONG TRUNK HIGHWAY 71 FROM
 AB9854'JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 71 ABOUT 0.5 MILE NORTH
 AB9854'OF NORTH CITY LIMITS OF SANBORN, AT TRUNK HIGHWAY 71 MILEPOINT 53.8,
 AB9854'76 FEET WEST OF TRUNK HIGHWAY 71, 3.2 FEET WEST-SOUTHWEST OF CABLE
 AB9854'MARKER POST, 1.0 FOOT EAST OF WOOD POST ON FIELD LINE WEST, 0.7 FOOT
 AB9854'EAST OF WITNESS POST
 AB9854
 AB9854                          STATION RECOVERY (2004)
 AB9854
 AB9854'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AB9854'1.5 MILES NORTH OF SANBORN, 0.5 MILE SOUTH ALONG TRUNK HIGHWAY 71 FROM
 AB9854'JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 71 ABOUT 0.5 MILE NORTH
 AB9854'OF NORTH CITY LIMITS OF SANBORN, AT TRUNK HIGHWAY 71 MILEPOINT 53.8,
 AB9854'76 FEET WEST OF TRUNK HIGHWAY 71, 3.2 FEET WEST-SOUTHWEST OF CABLE
 AB9854'MARKER POST, 1.0 FEET EAST OF WOOD POST ON FIELD LINE WEST, 0.7 FOOT
 AB9854'EAST OF WITNESS POST
 AB9854
 AB9854                          STATION RECOVERY (2005)
 AB9854
 AB9854'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (CDO)
 AB9854'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AB9854'THE MARK IS 1.5 MILES (2.4 KM) NORTH OF SANBORN, 0.5 MILE (0.8 KM)
 AB9854'SOUTH ALONG TRUNK HIGHWAY 71 FROM JUNCTION OF TRUNK HIGHWAY 14 AND
 AB9854'TRUNK HIGHWAY 71 ABOUT 2.0 MILES (3.2 KM) NORTH OF NORTH CITY LIMITS
 AB9854'OF SANBORN, AT TRUNK HIGHWAY 71 MILEPOINT 53.8, 76 FEET (23.2 M) WEST
 AB9854'OF TRUNK HIGHWAY 71, 3.2 FEET (1.0 M) WEST-SOUTHWEST OF CABLE MARKER
 AB9854'POST, 1.0 FOOT (0.3 M) EAST OF WOOD POST ON FIELD LINE WEST, 0.7 FOOT
 AB9854'(21.3 CM) EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1285 ***********************************************************************
 PQ1285  DESIGNATION -  6405 AB
 PQ1285  PID         -  PQ1285
 PQ1285  STATE/COUNTY-  MN/REDWOOD
 PQ1285  USGS QUAD   -  SANBORN NE (1967)
 PQ1285
 PQ1285                         *CURRENT SURVEY CONTROL
 PQ1285  ___________________________________________________________________
 PQ1285* NAD 83(1986)-  44 11 55.     (N)    095 07 16.     (W)     SCALED    
 PQ1285* NAVD 88     -       319.572  (meters)    1048.46   (feet)  ADJUSTED  
 PQ1285  ___________________________________________________________________
 PQ1285  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 PQ1285  DYNAMIC HT  -         319.519 (meters)    1048.29  (feet)  COMP
 PQ1285  MODELED GRAV-     980,441.9   (mgal)                       NAVD 88
 PQ1285
 PQ1285  VERT ORDER  -  SECOND    CLASS I
 PQ1285
 PQ1285.The horizontal coordinates were scaled from a topographic map and have
 PQ1285.an estimated accuracy of +/- 6 seconds.
 PQ1285
 PQ1285.The orthometric height was determined by differential leveling
 PQ1285.and adjusted by the National Geodetic Survey in June 1995..
 PQ1285
 PQ1285.The geoid height was determined by GEOID03.
 PQ1285
 PQ1285.The dynamic height is computed by dividing the NAVD 88
 PQ1285.geopotential number by the normal gravity value computed on the
 PQ1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1285.degrees latitude (g = 980.6199 gals.).
 PQ1285
 PQ1285.The modeled gravity was interpolated from observed gravity values.
 PQ1285
 PQ1285;                    North         East    Units  Estimated Accuracy
 PQ1285;SPC MN S     -   233,790.      710,390.      MT  (+/- 180 meters Scaled)
 PQ1285
 PQ1285                          SUPERSEDED SURVEY CONTROL
 PQ1285
 PQ1285.No superseded survey control is available for this station.
 PQ1285
 PQ1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ305961(NAD 83)
 PQ1285_MARKER: DB = BENCH MARK DISK
 PQ1285_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1285_SP_SET: BRIDGE ABUTMENT
 PQ1285_STAMPING: 6405 AB 1981
 PQ1285_MARK LOGO: MNDT  
 PQ1285_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1285
 PQ1285  HISTORY     - Date     Condition        Report By
 PQ1285  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1285
 PQ1285                          STATION DESCRIPTION
 PQ1285
 PQ1285'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1285'THE MARK IS LOCATED 0.7 MI (1.1 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1285'ITS JUNCTION WITH COUNTY ROAD 15 IN SANBORN AND IS NEAR HIGHWAY 71
 PQ1285'MILEPOINT 51.45 IN THE SW 1/4 OF SECTION 36, T109N, R36W.  THE MARK
 PQ1285'IS 19.2 FT (5.9 M) EAST OF AND 1 FT (0.3 M) HIGHER THAN THE
 PQ1285'CENTERLINE OF THE HIGHWAY IN THE ABUTMENT IN THE SOUTHEAST CORNER OF
 PQ1285'BRIDGE NUMBER 5543 CARRYING HIGHWAY 71 OVER THE COTTONWOOD RIVER.
 PQ1285'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---6405 AB 1981---,
 PQ1285'IS CEMENTED IN A DRILL HOLE IN THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1283 ***********************************************************************
 PQ1283  DESIGNATION -  6405 AC
 PQ1283  PID         -  PQ1283
 PQ1283  STATE/COUNTY-  MN/REDWOOD
 PQ1283  USGS QUAD   -  SANBORN NE (1967)
 PQ1283
 PQ1283                         *CURRENT SURVEY CONTROL
 PQ1283  ___________________________________________________________________
 PQ1283* NAD 83(1996)-  44 12 35.99421(N)    095 07 15.15760(W)     ADJUSTED  
 PQ1283* NAVD 88     -       325.331  (meters)    1067.36   (feet)  ADJUSTED  
 PQ1283  ___________________________________________________________________
 PQ1283  X           -    -408,749.001 (meters)                     COMP
 PQ1283  Y           -  -4,561,171.764 (meters)                     COMP
 PQ1283  Z           -   4,425,054.554 (meters)                     COMP
 PQ1283  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 PQ1283  ELLIP HEIGHT-         297.92  (meters)          (10/29/04) GPS OBS
 PQ1283  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 PQ1283  DYNAMIC HT  -         325.277 (meters)    1067.18  (feet)  COMP
 PQ1283  MODELED GRAV-     980,443.7   (mgal)                       NAVD 88
 PQ1283
 PQ1283  HORZ ORDER  -  FIRST
 PQ1283  VERT ORDER  -  SECOND    CLASS I
 PQ1283  ELLP ORDER  -  FOURTH    CLASS I
 PQ1283
 PQ1283.The horizontal coordinates were established by GPS observations
 PQ1283.and adjusted by the MN DEPT OF TRANSP in October 2004..
 PQ1283
 PQ1283.The orthometric height was determined by differential leveling
 PQ1283.and adjusted by the National Geodetic Survey in June 1995..
 PQ1283
 PQ1283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1283
 PQ1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1283
 PQ1283.The ellipsoidal height was determined by GPS observations
 PQ1283.and is referenced to NAD 83.
 PQ1283
 PQ1283.The geoid height was determined by GEOID03.
 PQ1283
 PQ1283.The dynamic height is computed by dividing the NAVD 88
 PQ1283.geopotential number by the normal gravity value computed on the
 PQ1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1283.degrees latitude (g = 980.6199 gals.).
 PQ1283
 PQ1283.The modeled gravity was interpolated from observed gravity values.
 PQ1283
 PQ1283;                    North         East     Units Scale Factor Converg.
 PQ1283;SPC MN S     -   235,058.743   710,425.050   MT  0.99993491   -0 47 08.4
 PQ1283;UTM  15      - 4,897,384.551   330,560.331   MT  0.99995310   -1 28 45.2
 PQ1283
 PQ1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1283!SPC MN S     -   0.99995329  x   0.99993491  =   0.99988820
 PQ1283!UTM  15      -   0.99995329  x   0.99995310  =   0.99990639
 PQ1283
 PQ1283                          SUPERSEDED SURVEY CONTROL
 PQ1283
 PQ1283  NAVD 88 (05/30/05)  325.33   (m)         1067.4    (f) LEVELING    3  
 PQ1283
 PQ1283.Superseded values are not recommended for survey control.
 PQ1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1283.See file dsdata.txt to determine how the superseded data were derived.
 PQ1283
 PQ1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3056097385(NAD 83)
 PQ1283_MARKER: DB = BENCH MARK DISK
 PQ1283_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1283_SP_SET: CONCRETE POST
 PQ1283_STAMPING: 6405 AC 1981
 PQ1283_MARK LOGO: MNHD  
 PQ1283_PROJECTION: PROJECTING 3 CENTIMETERS
 PQ1283_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1283+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 PQ1283
 PQ1283  HISTORY     - Date     Condition        Report By
 PQ1283  HISTORY     - 1981     MONUMENTED       MNHD
 PQ1283  HISTORY     - 20030812 GOOD             MNDT
 PQ1283  HISTORY     - 20040628 GOOD             MNDT
 PQ1283  HISTORY     - 20050719 GOOD             MNDT
 PQ1283
 PQ1283                          STATION DESCRIPTION
 PQ1283
 PQ1283'DESCRIBED BY MN HIGHWAY DEPT 1981
 PQ1283'THE MARK IS LOCATED 0.1 MI (0.2 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1283'ITS JUNCTION WITH COUNTY ROAD 15 IN SANBORN AND IS NEAR HIGHWAY 71
 PQ1283'MILEPOINT 52.25 IN THE SW 1/4 OF SECTION 25, T109N, R36W.  THE MARK
 PQ1283'IS 104.5 FT (31.9 M) SOUTHEAST OF BENCH MARK 6405 AB WHICH IS IN THE
 PQ1283'ABUTMENT OF THE RAILROAD BRIDGE, 98.2 FT (29.9 M) SOUTH OF AND 10 FT
 PQ1283'(3.0 M) LOWER THAN THE SOUTH RAIL OF THE RAILROAD, 75.7 FT (23.1 M)
 PQ1283'EAST OF AND 10 FT (3.0 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 71,
 PQ1283'14.9 FT (4.5 M) WEST OF A STEEL R/W SIGN POST AND 0.7 FT (0.2 M) WEST
 PQ1283'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PQ1283'STAMPED---6405 AC 1981---, IS SET IN THE TOP OF A MAGNETIC CONCRETE
 PQ1283'POST THAT PROJECTS 3 INCHES ABOVE GROUND LEVEL.
 PQ1283
 PQ1283                          STATION RECOVERY (2003)
 PQ1283
 PQ1283'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ1283'1.50 MILES SOUTH OF SANBORN, 0.1 MILE NORTH ON TRUNK HIGHWAY 71 FROM
 PQ1283'JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 15, 75.7 FEET EAST OF
 PQ1283'TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 71 MILEPOINT 52.25, 104.5 FEET
 PQ1283'SOUTHEAST OF BENCHMARK 6405 AB AND SOUTHEAST CORNER OF BRIDGE, 98.2
 PQ1283'FEET SOUTH OF SOUTH RAIL OF RAILROAD TRACKS, 14.9 FEET WEST OF RIGHT
 PQ1283'OF WAY POST, 2.7 FEET NORTH-NORTHEAST OF POWER POLE WITH TRANSFORMER,
 PQ1283'0.7 FOOT WEST OF WITNESS POST
 PQ1283
 PQ1283                          STATION RECOVERY (2004)
 PQ1283
 PQ1283'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PQ1283'1.5 MILES SOUTH OF SANBORN, 0.1 MILE NORTH OF COUNTY ROAD 15, 75.7
 PQ1283'FEET (23.1 M) EAST OF  TRUNK HIGHWAY 71 AT MILEPOINT 52.25, 104.5 FEET
 PQ1283'(31.9 M) SOUTHEAST OF BENCHMARK 6405 AD IN  SOUTHEAST CORNER OF
 PQ1283'BRIDGE, 98.2 FEET (29.9 M) SOUTH OF SOUTH RAIL OF RAILROAD TRACKS,
 PQ1283'14.9 FEET WEST OF RIGHT OF WAY POST, 2.7 FEET NORTH-NORTHEAST OF POWER
 PQ1283'POLE WITH  TRANSFORMER, 0.7 FOOT WEST OF WITNESS POST, PROJECTS 1
 PQ1283'INCH, MAGNETIC.
 PQ1283
 PQ1283                          STATION RECOVERY (2005)
 PQ1283
 PQ1283'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (CDO)
 PQ1283'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1283'THE MARK IS 0.50 MILE (0.80 KM) EAST OF SANBORN, 0.1 MILES (0.2 KM)
 PQ1283'NORTH ALONG TRUNK HIGHWAY 71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND
 PQ1283'COUNTY ROAD 15 (0.5 MILE EAST OF SANBORN, AT TRUNK HIGHWAY 71
 PQ1283'MILEPOINT 52.25, 75.7 FEET (23.1 M) EAST OF TRUNK HIGHWAY 71, 104.5
 PQ1283'FEET (31.9 M) SOUTHEAST OF BENCHMARK 6405 AD IN SOUTHEAST CORNER OF
 PQ1283'BRIDGE, 98.2 FEET (29.9 M) SOUTH OF SOUTH RAIL OF RAILROAD TRACKS,
 PQ1283'14.9 FEET (4.5 M) WEST OF RIGHT OF WAY POST, 2.7 FEET (0.8 M)
 PQ1283'NORTH-NORTHEAST OF POWER POLE WITH TRANSFORMER, 0.7 FEET (21.3 CM)
 PQ1283'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1282 ***********************************************************************
 PQ1282  DESIGNATION -  6405 AD
 PQ1282  PID         -  PQ1282
 PQ1282  STATE/COUNTY-  MN/REDWOOD
 PQ1282  USGS QUAD   -  SANBORN NE (1967)
 PQ1282
 PQ1282                         *CURRENT SURVEY CONTROL
 PQ1282  ___________________________________________________________________
 PQ1282* NAD 83(1986)-  44 12 36.     (N)    095 07 15.     (W)     SCALED    
 PQ1282* NAVD 88     -       328.685  (meters)    1078.36   (feet)  ADJUSTED  
 PQ1282  ___________________________________________________________________
 PQ1282  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 PQ1282  DYNAMIC HT  -         328.631 (meters)    1078.18  (feet)  COMP
 PQ1282  MODELED GRAV-     980,443.7   (mgal)                       NAVD 88
 PQ1282
 PQ1282  VERT ORDER  -  SECOND    CLASS I
 PQ1282
 PQ1282.The horizontal coordinates were scaled from a topographic map and have
 PQ1282.an estimated accuracy of +/- 6 seconds.
 PQ1282
 PQ1282.The orthometric height was determined by differential leveling
 PQ1282.and adjusted by the National Geodetic Survey in June 1995..
 PQ1282
 PQ1282.The geoid height was determined by GEOID03.
 PQ1282
 PQ1282.The dynamic height is computed by dividing the NAVD 88
 PQ1282.geopotential number by the normal gravity value computed on the
 PQ1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1282.degrees latitude (g = 980.6199 gals.).
 PQ1282
 PQ1282.The modeled gravity was interpolated from observed gravity values.
 PQ1282
 PQ1282;                    North         East    Units  Estimated Accuracy
 PQ1282;SPC MN S     -   235,060.      710,430.      MT  (+/- 180 meters Scaled)
 PQ1282
 PQ1282                          SUPERSEDED SURVEY CONTROL
 PQ1282
 PQ1282.No superseded survey control is available for this station.
 PQ1282
 PQ1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ305973(NAD 83)
 PQ1282_MARKER: DV = VERTICAL CONTROL DISK
 PQ1282_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1282_SP_SET: BRIDGE ABUTMENT
 PQ1282_STAMPING: 6405 AD 1981
 PQ1282_MARK LOGO: MNDT  
 PQ1282_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1282
 PQ1282  HISTORY     - Date     Condition        Report By
 PQ1282  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1282
 PQ1282                          STATION DESCRIPTION
 PQ1282
 PQ1282'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1282'THE MARK IS LOCATED 0.4 MI (0.6 KM) EAST ALONG THE CHICAGO AND
 PQ1282'NORTHWESTERN RAILROAD FROM THE MAIN STREET CROSSING IN SANBORN AND IS
 PQ1282'IN THE SW 1/4 OF SECTION 25, T109N, R36W.  THE MARK IS 20.8 FT (6.3
 PQ1282'M) SOUTH OF AND 1 FT (0.3 M) LOWER THAN SOUTH RAIL OF THE RAILROAD
 PQ1282'IN THE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 5501
 PQ1282'CARRYING THE RAILROAD OVER TRUNK HIGHWAY 71 NEAR HIGHWAY 71 MILEPOINT
 PQ1282'52.25.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PQ1282'STAMPED---6405 AD 1981---, IS CEMENTED IN A DRILL HOLE IN THE BRIDGE
 PQ1282'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7772 ***********************************************************************
 DG7772  DESIGNATION -  6405 C
 DG7772  PID         -  DG7772
 DG7772  STATE/COUNTY-  MN/REDWOOD
 DG7772  USGS QUAD   -  WANDA (1967)
 DG7772
 DG7772                         *CURRENT SURVEY CONTROL
 DG7772  ___________________________________________________________________
 DG7772* NAD 83(1996)-  44 17 07.66706(N)    095 07 38.55613(W)     ADJUSTED  
 DG7772* NAVD 88     -       326.4    (meters)    1071.     (feet)  GPS OBS   
 DG7772  ___________________________________________________________________
 DG7772  X           -    -408,743.545 (meters)                     COMP
 DG7772  Y           -  -4,555,298.167 (meters)                     COMP
 DG7772  Z           -   4,431,062.226 (meters)                     COMP
 DG7772  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 DG7772  ELLIP HEIGHT-         298.88  (meters)          (10/29/04) GPS OBS
 DG7772  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 DG7772
 DG7772  HORZ ORDER  -  FIRST
 DG7772  ELLP ORDER  -  FOURTH    CLASS I
 DG7772
 DG7772.The horizontal coordinates were established by GPS observations
 DG7772.and adjusted by the MN DEPT OF TRANSP in October 2004..
 DG7772
 DG7772.The orthometric height was determined by GPS observations and a
 DG7772.high-resolution geoid model.
 DG7772
 DG7772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7772
 DG7772.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7772
 DG7772.The ellipsoidal height was determined by GPS observations
 DG7772.and is referenced to NAD 83.
 DG7772
 DG7772.The geoid height was determined by GEOID03.
 DG7772
 DG7772;                    North         East     Units Scale Factor Converg.
 DG7772;SPC MN S     -   243,449.932   710,021.306   MT  0.99992911   -0 47 24.8
 DG7772;UTM  15      - 4,905,780.201   330,258.328   MT  0.99995435   -1 29 08.7
 DG7772
 DG7772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7772!SPC MN S     -   0.99995314  x   0.99992911  =   0.99988225
 DG7772!UTM  15      -   0.99995314  x   0.99995435  =   0.99990749
 DG7772
 DG7772                          SUPERSEDED SURVEY CONTROL
 DG7772
 DG7772.No superseded survey control is available for this station.
 DG7772
 DG7772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3025805780(NAD 83)
 DG7772_MARKER: DB = BENCH MARK DISK
 DG7772_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG7772_STAMPING: 6405 C 1962 STA.171+15
 DG7772_MARK LOGO: MNHD  
 DG7772_PROJECTION: FLUSH
 DG7772_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG7772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7772+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 DG7772
 DG7772  HISTORY     - Date     Condition        Report By
 DG7772  HISTORY     - 1962     MONUMENTED       MNHD
 DG7772  HISTORY     - 20050719 GOOD             MNDT
 DG7772
 DG7772                          STATION DESCRIPTION
 DG7772
 DG7772'DESCRIBED BY MN HIGHWAY DEPT 1962
 DG7772'5 MILES NORTH OF SANBORN, 3.4 MILES NORTH ON TRUNK HIGHWAY 71 FROM
 DG7772'JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 14, AT TRUNK HIGHWAY 71
 DG7772'MILEPOINT 57.50, 65 FEET EAST OF TRUNK HIGHWAY 71 AT FENCE EAST, 60.6
 DG7772'FEET SOUTH SOUTHEAST OF UTILITY POLE, 11.0 FEET WEST OF WITNESS AND
 DG7772'RIGHT OF WAY POST
 DG7772
 DG7772                          STATION RECOVERY (2005)
 DG7772
 DG7772'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (CDO)
 DG7772'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DG7772'THE MARK IS 5 MILES (8.0 KM) NORTH OF SANBORN, 3.4 MILES (5.5 KM)
 DG7772'NORTH ON TRUNK HIGHWAY 71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 DG7772'HIGHWAY 14 (1.5 MILES MORTH OF SANBORN) , AT TRUNK HIGHWAY 71
 DG7772'MILEPOINT 57.50, 65 FEET (19.8 M) EAST OF TRUNK HIGHWAY 71 AT FENCE
 DG7772'EAST, 60.6 FEET (18.5 M) SOUTH SOUTHEAST OF UTILITY POLE, 11.0 FEET
 DG7772'(3.4 M) WEST OF WITNESS AND RIGHT OF WAY POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7807 ***********************************************************************
 DG7807  DESIGNATION -  6405 F
 DG7807  PID         -  DG7807
 DG7807  STATE/COUNTY-  MN/REDWOOD
 DG7807  USGS QUAD   -  WANDA (1967)
 DG7807
 DG7807                         *CURRENT SURVEY CONTROL
 DG7807  ___________________________________________________________________
 DG7807* NAD 83(1996)-  44 22 08.06204(N)    095 07 39.11568(W)     ADJUSTED  
 DG7807* NAVD 88     -       320.2    (meters)    1051.     (feet)  GPS OBS   
 DG7807  ___________________________________________________________________
 DG7807  X           -    -408,176.433 (meters)                     COMP
 DG7807  Y           -  -4,548,839.289 (meters)                     COMP
 DG7807  Z           -   4,437,691.017 (meters)                     COMP
 DG7807  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 DG7807  ELLIP HEIGHT-         292.58  (meters)          (10/29/04) GPS OBS
 DG7807  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DG7807
 DG7807  HORZ ORDER  -  FIRST
 DG7807  ELLP ORDER  -  FOURTH    CLASS I
 DG7807
 DG7807.The horizontal coordinates were established by GPS observations
 DG7807.and adjusted by the MN DEPT OF TRANSP in October 2004..
 DG7807
 DG7807.The orthometric height was determined by GPS observations and a
 DG7807.high-resolution geoid model.
 DG7807
 DG7807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7807
 DG7807.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7807
 DG7807.The ellipsoidal height was determined by GPS observations
 DG7807.and is referenced to NAD 83.
 DG7807
 DG7807.The geoid height was determined by GEOID03.
 DG7807
 DG7807;                    North         East     Units Scale Factor Converg.
 DG7807;SPC MN S     -   252,720.619   710,136.784   MT  0.99992471   -0 47 25.1
 DG7807;UTM  15      - 4,915,049.051   330,486.523   MT  0.99995339   -1 29 17.1
 DG7807
 DG7807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7807!SPC MN S     -   0.99995413  x   0.99992471  =   0.99987884
 DG7807!UTM  15      -   0.99995413  x   0.99995339  =   0.99990752
 DG7807
 DG7807                          SUPERSEDED SURVEY CONTROL
 DG7807
 DG7807.No superseded survey control is available for this station.
 DG7807
 DG7807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3048715049(NAD 83)
 DG7807_MARKER: DB = BENCH MARK DISK
 DG7807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7807_STAMPING: 6405 F 1962
 DG7807_MARK LOGO: MNDT  
 DG7807_PROJECTION: PROJECTING 5 CENTIMETERS
 DG7807_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7807+STABILITY: SURFACE MOTION
 DG7807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7807+SATELLITE: SATELLITE OBSERVATIONS - 1962
 DG7807
 DG7807  HISTORY     - Date     Condition        Report By
 DG7807  HISTORY     - 1962     MONUMENTED       MNDT
 DG7807
 DG7807                          STATION DESCRIPTION
 DG7807
 DG7807'DESCRIBED BY MN DEPT OF TRANSP 1962
 DG7807'3.75 MILES WEST ALONG COUNTY ROAD 16 FROM JUNCTION OF COUNTY ROAD 16
 DG7807'AND COUNTY ROAD 1 IN CLEMENTS, THEN 1.2 MILES SOUTH ON TRUNK HIGHWAY
 DG7807'71, AT TRUNK HIGHWAY 71 MILEPOINT 63.30, 54 FEET SOUTH AND 64 FEET
 DG7807'WEST OF TRUNK HIGHWAY 71 AT GRAVEL CROSSROAD, 19.8 FEET NORTHEAST OF
 DG7807'CABLE PEDESTAL, 11.5 FEET EAST OF WITNESS POST AND RIGHT OF WAY SIGN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1646 ***********************************************************************
 PQ1646  DESIGNATION -  6405 N
 PQ1646  PID         -  PQ1646
 PQ1646  STATE/COUNTY-  MN/REDWOOD
 PQ1646  USGS QUAD   -  REDWOOD FALLS (1992)
 PQ1646
 PQ1646                         *CURRENT SURVEY CONTROL
 PQ1646  ___________________________________________________________________
 PQ1646* NAD 83(1986)-  44 31 31.     (N)    095 07 08.     (W)     SCALED    
 PQ1646* NAVD 88     -       317.637  (meters)    1042.11   (feet)  ADJUSTED  
 PQ1646  ___________________________________________________________________
 PQ1646  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 PQ1646  DYNAMIC HT  -         317.591 (meters)    1041.96  (feet)  COMP
 PQ1646  MODELED GRAV-     980,465.7   (mgal)                       NAVD 88
 PQ1646
 PQ1646  VERT ORDER  -  SECOND    CLASS I
 PQ1646
 PQ1646.The horizontal coordinates were scaled from a topographic map and have
 PQ1646.an estimated accuracy of +/- 6 seconds.
 PQ1646
 PQ1646.The orthometric height was determined by differential leveling
 PQ1646.and adjusted by the National Geodetic Survey in June 1995..
 PQ1646
 PQ1646.The geoid height was determined by GEOID03.
 PQ1646
 PQ1646.The dynamic height is computed by dividing the NAVD 88
 PQ1646.geopotential number by the normal gravity value computed on the
 PQ1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1646.degrees latitude (g = 980.6199 gals.).
 PQ1646
 PQ1646.The modeled gravity was interpolated from observed gravity values.
 PQ1646
 PQ1646;                    North         East    Units  Estimated Accuracy
 PQ1646;SPC MN S     -   270,080.      711,060.      MT  (+/- 180 meters Scaled)
 PQ1646
 PQ1646                          SUPERSEDED SURVEY CONTROL
 PQ1646
 PQ1646.No superseded survey control is available for this station.
 PQ1646
 PQ1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK316324(NAD 83)
 PQ1646_MARKER: DV = VERTICAL CONTROL DISK
 PQ1646_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1646_SP_SET: ALUMINUM ALLOY ROD
 PQ1646_STAMPING: 6405 N 1986
 PQ1646_MARK LOGO: MNDT  
 PQ1646_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1646
 PQ1646  HISTORY     - Date     Condition        Report By
 PQ1646  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1646
 PQ1646                          STATION DESCRIPTION
 PQ1646
 PQ1646'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1646'THE MARK IS LOCATED ABOUT 0.25 MILE (0.40 KM) SOUTH OF THE CITY OF
 PQ1646'REDWOOD FALLS, IN THE NORTHWEST 1/4 OF SECTION 12, T112N, R30W, 1.05
 PQ1646'MILE (1.69 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM ITS JUNCTION WITH
 PQ1646'TRUNK HIGHWAYS 67 AND 19 IN REDWOOD FALLS, 67.2 FEET (20.5 M)
 PQ1646'WEST-SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 71 AT
 PQ1646'HIGHWAY 71 MILEPOINT 74.3, 30 FEET (9.1 M) SOUTH OF THE CENTER OF A
 PQ1646'GRAVEL ROAD, 99.1 FEET (30.2 M) NORTH-NORHTWEST OF A TELEPHONE CABLE
 PQ1646'MARKER POST, AND 2.2 FEET (0.7 M) NORTH OF A POWER P0LE. THE MARK, A
 PQ1646'STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1646'STAMPED---6405 N 1986---, IS FORCED ONTO THE TOP OF A DRIVEN (TO
 PQ1646'REFUSAL) 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ALLOY ROD, AND IS
 PQ1646'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1645 ***********************************************************************
 PQ1645  DESIGNATION -  6405 P
 PQ1645  PID         -  PQ1645
 PQ1645  STATE/COUNTY-  MN/REDWOOD
 PQ1645  USGS QUAD   -  DELHI (1983)
 PQ1645
 PQ1645                         *CURRENT SURVEY CONTROL
 PQ1645  ___________________________________________________________________
 PQ1645* NAD 83(1996)-  44 31 05.21042(N)    095 07 40.68589(W)     ADJUSTED  
 PQ1645* NAVD 88     -       316.370  (meters)    1037.96   (feet)  ADJUSTED  
 PQ1645  ___________________________________________________________________
 PQ1645  X           -    -407,173.116 (meters)                     COMP
 PQ1645  Y           -  -4,537,269.994 (meters)                     COMP
 PQ1645  Z           -   4,449,526.182 (meters)                     COMP
 PQ1645  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 PQ1645  ELLIP HEIGHT-         288.87  (meters)          (04/16/02) GPS OBS
 PQ1645  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 PQ1645  DYNAMIC HT  -         316.324 (meters)    1037.81  (feet)  COMP
 PQ1645  MODELED GRAV-     980,464.6   (mgal)                       NAVD 88
 PQ1645
 PQ1645  HORZ ORDER  -  FIRST
 PQ1645  VERT ORDER  -  SECOND    CLASS I
 PQ1645  ELLP ORDER  -  THIRD     CLASS I
 PQ1645
 PQ1645.The horizontal coordinates were established by GPS observations
 PQ1645.and adjusted by the MN DEPT OF TRANSP in April 2002..
 PQ1645
 PQ1645.The orthometric height was determined by differential leveling
 PQ1645.and adjusted by the National Geodetic Survey in June 1995..
 PQ1645
 PQ1645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1645
 PQ1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1645
 PQ1645.The ellipsoidal height was determined by GPS observations
 PQ1645.and is referenced to NAD 83.
 PQ1645
 PQ1645.The geoid height was determined by GEOID03.
 PQ1645
 PQ1645.The dynamic height is computed by dividing the NAVD 88
 PQ1645.geopotential number by the normal gravity value computed on the
 PQ1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1645.degrees latitude (g = 980.6199 gals.).
 PQ1645
 PQ1645.The modeled gravity was interpolated from observed gravity values.
 PQ1645
 PQ1645;                    North         East     Units Scale Factor Converg.
 PQ1645;SPC MN S     -   269,298.356   710,330.788   MT  0.99992208   -0 47 26.2
 PQ1645;UTM  15      - 4,931,623.675   330,882.980   MT  0.99995173   -1 29 32.4
 PQ1645
 PQ1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1645!SPC MN S     -   0.99995471  x   0.99992208  =   0.99987679
 PQ1645!UTM  15      -   0.99995471  x   0.99995173  =   0.99990644
 PQ1645
 PQ1645                          SUPERSEDED SURVEY CONTROL
 PQ1645
 PQ1645  NAVD 88 (04/16/02)  316.37   (m)         1038.0    (f) LEVELING    3  
 PQ1645
 PQ1645.Superseded values are not recommended for survey control.
 PQ1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1645.See file dsdata.txt to determine how the superseded data were derived.
 PQ1645
 PQ1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3088331624(NAD 83)
 PQ1645_MARKER: DV = VERTICAL CONTROL DISK
 PQ1645_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1645_SP_SET: ALUMINUM ALLOY ROD
 PQ1645_STAMPING: 6405 P 1986
 PQ1645_MARK LOGO: MNDT  
 PQ1645_PROJECTION: RECESSED 3 CENTIMETERS
 PQ1645_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1645+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2003
 PQ1645_ROD/PIPE-DEPTH:  4.6 meters
 PQ1645
 PQ1645  HISTORY     - Date     Condition        Report By
 PQ1645  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1645  HISTORY     - 19981208 GOOD             MNDT
 PQ1645  HISTORY     - 20030818 GOOD             MNDT
 PQ1645
 PQ1645                          STATION DESCRIPTION
 PQ1645
 PQ1645'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1645'THE MARK IS LOCATED ABOUT 0.75 MILE (1.21 KM) SOUTHWEST OF THE CITY OF
 PQ1645'REDWOOD FALLS, IN THE SW 1/4 OF SECTION 12, T112N, R36W, 1.05 MILE
 PQ1645'(1.69 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM ITS JUNCTION WITH TRUNK
 PQ1645'HIGHWAYS 67 AND 19 IN REDWOOD FALLS, THENSE 0.45 MILE (0.72 KM) WEST
 PQ1645'ALONG A GRAVEL ROAD, THENCE 0.5 MILE (0.8 KM) SOUTH ALONG A T-ROAD,
 PQ1645'38.5 FEET (11.7 M) EAST OF AND ABOUT LEVEL WITH THE CENTER OF THE
 PQ1645'ROAD, 13.5 FEET (4.1 M) NORTH OF THE CENTER OF AN ENTRANCE, 144.9
 PQ1645'FEET (44.2 M) SOUTH OF A POWER POLE, 2.2 FEET (0.7 M) SOUTH OF A
 PQ1645'CORNER FENCE POST, AND 0.9 FOOT (27.4 CM) WEST OF A STEEL WITNESS
 PQ1645'POST.  THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL
 PQ1645'MONUMENT DISK STAMPED---6405 P 1986---, IS FORCED ONTO THE TOP OF A
 PQ1645'DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 15-FOOT LONG ALUMINUM ALLOY
 PQ1645'ROD AND IS FLUSH WITH THE GROUND.
 PQ1645
 PQ1645                          STATION RECOVERY (1998)
 PQ1645
 PQ1645'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PQ1645'RECOVERED AS DESCRIBED.
 PQ1645
 PQ1645                          STATION RECOVERY (2003)
 PQ1645
 PQ1645'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ1645'0.75 MILE SOUTHWEST OF REDWOOD FALLS, 1.0 MILE SOUTH ON TRUNK HIGHWAY
 PQ1645'71 FROM JUNCTION OF TRUNK HIGHWAYS 71, 67, AND19, THEN 0.45 MILE WEST
 PQ1645'ON 327TH STREET, THEN 0.5 MILE SOUTH ON LIBERTY AVENUE, 38.5 FEET EAST
 PQ1645'OF GRAVEL ROAD, 13.5 FEET NORTH OF ENTRANCE, 144.9 FEET SOUTH OF POWER
 PQ1645'POLE, 2.2 FEET SOUTH OF CORNER FENCE POST, 0.9 FOOT WEST OF WITNESS
 PQ1645'POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7773 ***********************************************************************
 DG7773  DESIGNATION -  6408 F
 DG7773  PID         -  DG7773
 DG7773  STATE/COUNTY-  MN/REDWOOD
 DG7773  USGS QUAD   -  CLEMENTS (1967)
 DG7773
 DG7773                         *CURRENT SURVEY CONTROL
 DG7773  ___________________________________________________________________
 DG7773* NAD 83(1996)-  44 24 46.84407(N)    095 02 51.26864(W)     ADJUSTED  
 DG7773* NAVD 88     -       319.5    (meters)    1048.     (feet)  GPS OBS   
 DG7773  ___________________________________________________________________
 DG7773  X           -    -401,526.323 (meters)                     COMP
 DG7773  Y           -  -4,545,988.583 (meters)                     COMP
 DG7773  Z           -   4,441,192.914 (meters)                     COMP
 DG7773  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 DG7773  ELLIP HEIGHT-         291.89  (meters)          (10/29/04) GPS OBS
 DG7773  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DG7773
 DG7773  HORZ ORDER  -  FIRST
 DG7773  ELLP ORDER  -  FOURTH    CLASS I
 DG7773
 DG7773.The horizontal coordinates were established by GPS observations
 DG7773.and adjusted by the MN DEPT OF TRANSP in October 2004..
 DG7773
 DG7773.The orthometric height was determined by GPS observations and a
 DG7773.high-resolution geoid model.
 DG7773
 DG7773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7773
 DG7773.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7773
 DG7773.The ellipsoidal height was determined by GPS observations
 DG7773.and is referenced to NAD 83.
 DG7773
 DG7773.The geoid height was determined by GEOID03.
 DG7773
 DG7773;                    North         East     Units Scale Factor Converg.
 DG7773;SPC MN S     -   257,536.126   716,571.761   MT  0.99992323   -0 44 03.4
 DG7773;UTM  15      - 4,919,785.842   336,979.821   MT  0.99992683   -1 25 59.7
 DG7773
 DG7773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7773!SPC MN S     -   0.99995423  x   0.99992323  =   0.99987747
 DG7773!UTM  15      -   0.99995423  x   0.99992683  =   0.99988107
 DG7773
 DG7773                          SUPERSEDED SURVEY CONTROL
 DG7773
 DG7773.No superseded survey control is available for this station.
 DG7773
 DG7773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3698019786(NAD 83)
 DG7773_MARKER: DV = VERTICAL CONTROL DISK
 DG7773_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG7773_STAMPING: 6408 F 1989
 DG7773_MARK LOGO: MNDT  
 DG7773_PROJECTION: RECESSED 5 CENTIMETERS
 DG7773_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG7773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7773+SATELLITE: SATELLITE OBSERVATIONS - 1989
 DG7773_ROD/PIPE-DEPTH:  4.9 meters
 DG7773
 DG7773  HISTORY     - Date     Condition        Report By
 DG7773  HISTORY     - 1989     MONUMENTED       MNDT
 DG7773
 DG7773                          STATION DESCRIPTION
 DG7773
 DG7773'DESCRIBED BY MN DEPT OF TRANSP 1989
 DG7773'6 MILES WEST OF MORGAN, 5.8 MILES WEST ALONG TRUNK HIGHWAY 68 FROM
 DG7773'JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 67, AT TRUNK HIGHWAY 68
 DG7773'MILEPOINT 80.9, AT TRUNK HIGHWAY 68 STATION 2026+18, 55 FEET NORTH OF
 DG7773'TRUNK HIGHWAY 68, ON WEST SIDE OF FIELD ENTRANCE, 4.5 FEET SOUTH OF
 DG7773'STEEL UNDERGROUND CABLE POST, 85.5 FEET NORTH OF NAIL AND BOTTLE CAP
 DG7773'ON WEST SIDE OF POWER POLE, 1.8 FEET SOUTH OF WITNESS POST, ON LINE
 DG7773'WITH FENCE SOUTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2111 ***********************************************************************
 PP2111  DESIGNATION -  646
 PP2111  PID         -  PP2111
 PP2111  STATE/COUNTY-  MN/HENNEPIN
 PP2111  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP2111
 PP2111                         *CURRENT SURVEY CONTROL
 PP2111  ___________________________________________________________________
 PP2111* NAD 83(1986)-  44 59 20.     (N)    093 17 15.     (W)     SCALED    
 PP2111* NAVD 88     -       252.671  (meters)     828.97   (feet)  ADJUSTED  
 PP2111  ___________________________________________________________________
 PP2111  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PP2111  DYNAMIC HT  -         252.665 (meters)     828.95  (feet)  COMP
 PP2111  MODELED GRAV-     980,587.8   (mgal)                       NAVD 88
 PP2111
 PP2111  VERT ORDER  -  SECOND    CLASS 0
 PP2111
 PP2111.The horizontal coordinates were scaled from a topographic map and have
 PP2111.an estimated accuracy of +/- 6 seconds.
 PP2111
 PP2111.The orthometric height was determined by differential leveling
 PP2111.and adjusted by the National Geodetic Survey in June 1991..
 PP2111
 PP2111.The geoid height was determined by GEOID03.
 PP2111
 PP2111.The dynamic height is computed by dividing the NAVD 88
 PP2111.geopotential number by the normal gravity value computed on the
 PP2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2111.degrees latitude (g = 980.6199 gals.).
 PP2111
 PP2111.The modeled gravity was interpolated from observed gravity values.
 PP2111
 PP2111;                    North         East    Units  Estimated Accuracy
 PP2111;SPC MN S     -   321,240.      856,190.      MT  (+/- 180 meters Scaled)
 PP2111
 PP2111                          SUPERSEDED SURVEY CONTROL
 PP2111
 PP2111  NGVD 29 (??/??/92)  252.614  (m)          828.78   (f) ADJ UNCH    2 0
 PP2111
 PP2111.Superseded values are not recommended for survey control.
 PP2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2111.See file dsdata.txt to determine how the superseded data were derived.
 PP2111
 PP2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK773817(NAD 83)
 PP2111_MARKER: DB = BENCH MARK DISK
 PP2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2111_SP_SET: CONCRETE MONUMENT
 PP2111_STAMPING: 646
 PP2111_MARK LOGO: MN4760
 PP2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2111+STABILITY: SURFACE MOTION
 PP2111
 PP2111  HISTORY     - Date     Condition        Report By
 PP2111  HISTORY     - 1941     MONUMENTED       MN4760
 PP2111  HISTORY     - 1979     GOOD             MNDT
 PP2111
 PP2111                          STATION DESCRIPTION
 PP2111
 PP2111'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2111'IN MINNEAPOLIS.
 PP2111'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP2111'IN THE CITY OF MINNEAPOLIS, IN THE NE 1/4 OF SECTION 21, T29N, R24W,
 PP2111'AT THE INTERSECTION OF LYNDALE AVENUE NORTH AND 11TH AVENUE NORTH
 PP2111'NEAR INTERSTATE 94.  THE MARK, A STANDARD MINNEAPOLIS CONTROL
 PP2111'MONUMENT DISK STAMPED---646---, IS SET IN THE TOP OF A CONCRETE
 PP2111'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE ROAD PAVEMENT.  THE
 PP2111'MARK IS IN THE CENTERLINE OF LYNDALE AVENUE AND IN LINE WITH THE
 PP2111'SOUTH CURB OF 11TH AVENUE NORTH.  STEEL ROAD IN THE MONUMENT MAKES
 PP2111'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0786 ***********************************************************************
 PP0786  DESIGNATION -  65 BOLT
 PP0786  PID         -  PP0786
 PP0786  STATE/COUNTY-  MN/RAMSEY
 PP0786  USGS QUAD   -  ST PAUL EAST (1993)
 PP0786
 PP0786                         *CURRENT SURVEY CONTROL
 PP0786  ___________________________________________________________________
 PP0786* NAD 83(1986)-  44 56 37.     (N)    093 05 51.     (W)     SCALED    
 PP0786* NAVD 88     -       217.517  (meters)     713.64   (feet)  POSTED    
 PP0786  ___________________________________________________________________
 PP0786  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 PP0786  DYNAMIC HT  -         217.510 (meters)     713.61  (feet)  COMP
 PP0786  MODELED GRAV-     980,590.6   (mgal)                       NAVD 88
 PP0786
 PP0786  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PP0786
 PP0786.The horizontal coordinates were scaled from a topographic map and have
 PP0786.an estimated accuracy of +/- 6 seconds.
 PP0786
 PP0786.The orthometric height was determined by differential leveling
 PP0786.and adjusted by the National Geodetic Survey in 1992..
 PP0786.No vertical observational check was made to the station.
 PP0786.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PP0786.was located on a no-check spur therefore a value was not computed.
 PP0786
 PP0786.The geoid height was determined by GEOID03.
 PP0786
 PP0786.The dynamic height is computed by dividing the NAVD 88
 PP0786.geopotential number by the normal gravity value computed on the
 PP0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0786.degrees latitude (g = 980.6199 gals.).
 PP0786
 PP0786.The modeled gravity was interpolated from observed gravity values.
 PP0786
 PP0786;                    North         East    Units  Estimated Accuracy
 PP0786;SPC MN S     -   316,350.      871,220.      MT  (+/- 180 meters Scaled)
 PP0786
 PP0786                          SUPERSEDED SURVEY CONTROL
 PP0786
 PP0786  NGVD 29 (??/??/92)  217.436  (m)          713.37   (f) ADJ UNCH    2 0
 PP0786
 PP0786.Superseded values are not recommended for survey control.
 PP0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0786.See file dsdata.txt to determine how the superseded data were derived.
 PP0786
 PP0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK923766(NAD 83)
 PP0786_MARKER: B = BOLT
 PP0786_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0786_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0786
 PP0786  HISTORY     - Date     Condition        Report By
 PP0786  HISTORY     - UNK      MONUMENTED       MRC
 PP0786  HISTORY     - 1970     MARK NOT FOUND   NGS
 PP0786  HISTORY     - 20041216 MARK NOT FOUND   USPSQD
 PP0786
 PP0786                          STATION DESCRIPTION
 PP0786
 PP0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0786'IN ST PAUL.
 PP0786'AT ST. PAUL, AT THE SOUTHEAST CORNER OF WASHINGTON AND EAGLE STREET,
 PP0786'9.2 FEET FROM THE SOUTH SIDE OF WASHINGTON STREET AND 1 FOOT ABOVE THE
 PP0786'OLD CITY STOREHOUSE, WHICH STANDAS ON THE EAST SIDE OF EAGLE STREET.
 PP0786'THE TOP OF A COPPER BOLT LEADED IN A TILE, 18 INCHES SQUARE AND SE 2
 PP0786'2/3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AND IRON PIPE
 PP0786'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP.
 PP0786
 PP0786                          STATION RECOVERY (2004)
 PP0786
 PP0786'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP0786'MARK NOT FOUND, SPSPS JRD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0784 ***********************************************************************
 PP0784  DESIGNATION -  65 CAP
 PP0784  PID         -  PP0784
 PP0784  STATE/COUNTY-  MN/RAMSEY
 PP0784  USGS QUAD   -  ST PAUL EAST (1993)
 PP0784
 PP0784                         *CURRENT SURVEY CONTROL
 PP0784  ___________________________________________________________________
 PP0784* NAD 83(1986)-  44 56 38.     (N)    093 05 51.     (W)     SCALED    
 PP0784* NAVD 88     -       218.739  (meters)     717.65   (feet)  POSTED    
 PP0784  ___________________________________________________________________
 PP0784  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 PP0784  DYNAMIC HT  -         218.730 (meters)     717.62  (feet)  COMP
 PP0784  MODELED GRAV-     980,590.6   (mgal)                       NAVD 88
 PP0784
 PP0784  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 PP0784
 PP0784.The horizontal coordinates were scaled from a topographic map and have
 PP0784.an estimated accuracy of +/- 6 seconds.
 PP0784
 PP0784.The orthometric height was determined by differential leveling
 PP0784.and adjusted by the National Geodetic Survey in 1992..
 PP0784.No vertical observational check was made to the station.
 PP0784.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 PP0784.was located on a no-check spur therefore a value was not computed.
 PP0784
 PP0784.The geoid height was determined by GEOID03.
 PP0784
 PP0784.The dynamic height is computed by dividing the NAVD 88
 PP0784.geopotential number by the normal gravity value computed on the
 PP0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0784.degrees latitude (g = 980.6199 gals.).
 PP0784
 PP0784.The modeled gravity was interpolated from observed gravity values.
 PP0784
 PP0784;                    North         East    Units  Estimated Accuracy
 PP0784;SPC MN S     -   316,390.      871,220.      MT  (+/- 180 meters Scaled)
 PP0784
 PP0784                          SUPERSEDED SURVEY CONTROL
 PP0784
 PP0784  NGVD 29 (??/??/92)  218.696  (m)          717.51   (f) ADJ UNCH    2 0
 PP0784
 PP0784.Superseded values are not recommended for survey control.
 PP0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0784.See file dsdata.txt to determine how the superseded data were derived.
 PP0784
 PP0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK923767(NAD 83)
 PP0784_MARKER: P = PIPE CAP
 PP0784_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0784_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0784
 PP0784  HISTORY     - Date     Condition        Report By
 PP0784  HISTORY     - UNK      MONUMENTED       MRC
 PP0784  HISTORY     - 1934     GOOD             NGS
 PP0784  HISTORY     - 20051116 MARK NOT FOUND   USPSQD
 PP0784
 PP0784                          STATION DESCRIPTION
 PP0784
 PP0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PP0784'IN ST PAUL.
 PP0784'AT ST PAUL, RAMSEY COUNTY, AT THE SOUTHEAST CORNER OF WASHINGTON AND
 PP0784'EAGLE STREETS, 9.2 FEET FROM THE SOUTH SIDE OF WASHINGTON STREET AND 1
 PP0784'FOOT ABOVE THE OLD CITY STOREHOUSE, WHICH STANDS ON THE EAST SIDE OF
 PP0784'EAGLE STREET.  THE TOP OF THE CAP ON AN IRON PIPE SET OVER P.B.M. 65.
 PP0784
 PP0784                          STATION RECOVERY (2005)
 PP0784
 PP0784'RECOVERY NOTE BY US POWER SQUADRON 2005 (JM)
 PP0784'MARK NOT FOUND, STOREHOUSE IS LONG GONE .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1892 ***********************************************************************
 PP1892  DESIGNATION -  65 ES
 PP1892  PID         -  PP1892
 PP1892  STATE/COUNTY-  MN/CARVER
 PP1892  USGS QUAD   -  MAYER (1981)
 PP1892
 PP1892                         *CURRENT SURVEY CONTROL
 PP1892  ___________________________________________________________________
 PP1892* NAD 83(1996)-  44 54 22.66317(N)    093 59 34.46850(W)     ADJUSTED  
 PP1892* NAVD 88     -       300.437  (meters)     985.68   (feet)  ADJUSTED  
 PP1892  ___________________________________________________________________
 PP1892  X           -    -315,099.165 (meters)                     COMP
 PP1892  Y           -  -4,514,157.687 (meters)                     COMP
 PP1892  Z           -   4,480,171.686 (meters)                     COMP
 PP1892  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 PP1892  ELLIP HEIGHT-         273.02  (meters)          (06/18/03) GPS OBS
 PP1892  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 PP1892  DYNAMIC HT  -         300.413 (meters)     985.61  (feet)  COMP
 PP1892  MODELED GRAV-     980,527.2   (mgal)                       NAVD 88
 PP1892
 PP1892  HORZ ORDER  -  FIRST
 PP1892  VERT ORDER  -  SECOND    CLASS I
 PP1892  ELLP ORDER  -  THIRD     CLASS I
 PP1892
 PP1892.The horizontal coordinates were established by GPS observations
 PP1892.and adjusted by the MN DEPT OF TRANSP in June 2003..
 PP1892
 PP1892.The orthometric height was determined by differential leveling
 PP1892.and adjusted by the National Geodetic Survey in February 2005..
 PP1892.WARNING-Repeat measurements at this control monument indicate possible
 PP1892.vertical movement.
 PP1892
 PP1892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1892
 PP1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1892
 PP1892.The ellipsoidal height was determined by GPS observations
 PP1892.and is referenced to NAD 83.
 PP1892
 PP1892.The geoid height was determined by GEOID03.
 PP1892
 PP1892.The dynamic height is computed by dividing the NAVD 88
 PP1892.geopotential number by the normal gravity value computed on the
 PP1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1892.degrees latitude (g = 980.6199 gals.).
 PP1892
 PP1892.The modeled gravity was interpolated from observed gravity values.
 PP1892
 PP1892;                    North         East     Units Scale Factor Converg.
 PP1892;SPC MN S     -   311,813.805   800,560.069   MT  0.99994697   +0 00 17.9
 PP1892;UTM  15      - 4,973,020.573   421,616.200   MT  0.99967555   -0 42 03.5
 PP1892
 PP1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1892!SPC MN S     -   0.99995720  x   0.99994697  =   0.99990417
 PP1892!UTM  15      -   0.99995720  x   0.99967555  =   0.99963276
 PP1892
 PP1892|---------------------------------------------------------------------|
 PP1892| PID    Reference Object                     Distance      Geod. Az  |
 PP1892|                                                           dddmmss.s |
 PP1892| DF6198 HOLLY                               231.993 METERS 02803     |
 PP1892|---------------------------------------------------------------------|
 PP1892
 PP1892                          SUPERSEDED SURVEY CONTROL
 PP1892
 PP1892  NAVD 88 (06/15/91)  300.592  (m)          986.19   (f) UNKNOWN     2 0
 PP1892  NGVD 29 (??/??/92)  300.510  (m)          985.92   (f) ADJ UNCH    2 0
 PP1892
 PP1892.Superseded values are not recommended for survey control.
 PP1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1892.See file dsdata.txt to determine how the superseded data were derived.
 PP1892
 PP1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2161673021(NAD 83)
 PP1892_MARKER: DB = BENCH MARK DISK
 PP1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1892_STAMPING: 65 ES TT 1955
 PP1892_MARK LOGO: USGS  
 PP1892_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1892+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2004
 PP1892
 PP1892  HISTORY     - Date     Condition        Report By
 PP1892  HISTORY     - 1955     MONUMENTED       USGS
 PP1892  HISTORY     - 1972     GOOD             MNDT
 PP1892  HISTORY     - 1989     GOOD             MNDT
 PP1892  HISTORY     - 19980401 GOOD             MNDT
 PP1892  HISTORY     - 20040902 GOOD             MNDT
 PP1892
 PP1892                          STATION DESCRIPTION
 PP1892
 PP1892'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1892'1.1 MI W FROM HOLLYWOOD.
 PP1892'1.1 MILES WEST ALONG TH 7 FROM THE JUNCTION OF TH 7 AND COUNTY ROAD 33
 PP1892'AT HOLLYWOOD, 0.9 MILES EAST OF THE MCLEOD-CARVER COUNTY LINE, 350
 PP1892'FEET WEST OF A TOWNSHIP ROAD NORTH, 106 FEET WEST OF A POWER POLE, 70
 PP1892'FEET NORTH OF AND 1 FOOT LOWER THAN THE CENTERLINE OF TH 7 (STATION
 PP1892'998+63), 23 FEET EAST OF THE EXTENDED CENTER OF A FIELD ENTRANCE
 PP1892'SOUTH, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN A CONCRETE MONUMENT
 PP1892'PROJECTING 3 INCHES ABOVE GROUND.  SE 1/4, SEC 30, T 117, R 27.
 PP1892
 PP1892                          STATION RECOVERY (1989)
 PP1892
 PP1892'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PP1892'THE MARK WAS FOUND IN GOOD CONDITION. THE MARK IS LOCATED ABOUT 1-3/4
 PP1892'MILES NORTHWEST OF THE CITY OF NEW GERMANY, 1.1 MILES WEST ALONG TRUNK
 PP1892'HIGHWAY 7 FROM ITS JUNCTION WITH CARVER COUNTY ROAD NUMBER 33 (1.2
 PP1892'MILES NORTH OF NEW GERMANY), WEST OF YALE AVENUE AND IN THE SE 1/4 OF
 PP1892'SECTION 30, T117N, R26W.  THE MARK IS 70.0 FEET NORTH OF AND ABOUT 1.5
 PP1892'FEET LOWER THAN THE CENTERLINE OF HIGHWAY 7, AT MILEPOINT 160.9, 324.0
 PP1892'FEET WEST OF THE CENTER OF YALE AVENUE AND 0.9 FOOT SOUTH OF A STEEL
 PP1892'WITNESS POST.  THE MARK, A USGS STANDARD TABLET STAMPED---65 ES
 PP1892'1955---, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT AND IS 0.2
 PP1892'FOOT BELOW THE SURFACE OF THE GROUND.
 PP1892
 PP1892                          STATION RECOVERY (1998)
 PP1892
 PP1892'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP1892'THE MARK WAS RECOVERED 1.8 MI (2.9 KM) NW OF NEW GERMANY, 1.1 MI (1.8
 PP1892'KM) WEST OF CO RD 33, 70 FT (21.3 M) NORTH OF TH 7 AT MP 160.9, 324 FT
 PP1892'(98.8 M) WEST OF YALE AVE, 0.9 FT (27.4 CM) SOUTH OF WIT POST.
 PP1892
 PP1892                          STATION RECOVERY (2004)
 PP1892
 PP1892'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JW)
 PP1892'1.8 MILES NORTHWEST OF NEW GERMANY, 1.1 MILES WEST OF JUNCTION OF TRUN
 PP1892'K HIGHWAY 7 AND COUNTY ROAD 33, AT TRUNK HIGHWAY 7 MILEPOINT 160.9, 70
 PP1892'FEET NORTH OF TRUNK HIGHWAY 7, 324 FEET WEST OF YALE AVENUE, 0.9 FEET
 PP1892'SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1758 ***********************************************************************
 PQ1758  DESIGNATION -  65 GJS
 PQ1758  PID         -  PQ1758
 PQ1758  STATE/COUNTY-  MN/NICOLLET
 PQ1758  USGS QUAD   -  JUDSON (1974)
 PQ1758
 PQ1758                         *CURRENT SURVEY CONTROL
 PQ1758  ___________________________________________________________________
 PQ1758* NAD 83(1986)-  44 14 24.     (N)    094 08 25.     (W)     SCALED    
 PQ1758* NAVD 88     -       301.862  (meters)     990.36   (feet)  ADJUSTED  
 PQ1758  ___________________________________________________________________
 PQ1758  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 PQ1758  DYNAMIC HT  -         301.816 (meters)     990.21  (feet)  COMP
 PQ1758  MODELED GRAV-     980,458.2   (mgal)                       NAVD 88
 PQ1758
 PQ1758  VERT ORDER  -  SECOND    CLASS I
 PQ1758
 PQ1758.The horizontal coordinates were scaled from a topographic map and have
 PQ1758.an estimated accuracy of +/- 6 seconds.
 PQ1758
 PQ1758.The orthometric height was determined by differential leveling
 PQ1758.and adjusted by the National Geodetic Survey in June 1995..
 PQ1758
 PQ1758.The geoid height was determined by GEOID03.
 PQ1758
 PQ1758.The dynamic height is computed by dividing the NAVD 88
 PQ1758.geopotential number by the normal gravity value computed on the
 PQ1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1758.degrees latitude (g = 980.6199 gals.).
 PQ1758
 PQ1758.The modeled gravity was interpolated from observed gravity values.
 PQ1758
 PQ1758;                    North         East    Units  Estimated Accuracy
 PQ1758;SPC MN S     -   237,790.      788,800.      MT  (+/- 180 meters Scaled)
 PQ1758
 PQ1758                          SUPERSEDED SURVEY CONTROL
 PQ1758
 PQ1758.No superseded survey control is available for this station.
 PQ1758
 PQ1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ089991(NAD 83)
 PQ1758_MARKER: DB = BENCH MARK DISK
 PQ1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1758_SP_SET: CONCRETE MONUMENT
 PQ1758_STAMPING: 65 GJS 1963 990
 PQ1758_MARK LOGO: USGS  
 PQ1758_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1758+STABILITY: SURFACE MOTION
 PQ1758
 PQ1758  HISTORY     - Date     Condition        Report By
 PQ1758  HISTORY     - 1963     MONUMENTED       USGS
 PQ1758  HISTORY     - 19870428 GOOD             MNDT
 PQ1758
 PQ1758                          STATION DESCRIPTION
 PQ1758
 PQ1758'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1758'THE MARK IS LOCATED ABOUT 3.25 MILES (5.23 KM) SOUTHEAST OF THE TOWN
 PQ1758'OF NICOLLET, IN THE SW 1/4 OF SECTION 13, T109N, R28W, 3.2 MILES
 PQ1758'(5.1 KM) SOUTH ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH TRUNK
 PQ1758'HIGHWAY 111 AT NICOLLET, THENCE EAST ALONG A GRAVEL ROAD FOR 0.2
 PQ1758'MILE.  THE MARK, A STANDARD USGS BENCH MARK DISK STAMPED---65 GJS
 PQ1758'1963 990---, IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH
 PQ1758'WITH THE SURFACE OF THE GROUND AND ABOUT 4 FEET (1.2 M) ABOVE THE
 PQ1758'LEVEL OF THE ROAD.  THE MARK IS 36.0 FEET (11.0 M) NORTH OF THE
 PQ1758'CENTER OF THE EAST-WEST ROAD, 30.0 FEET (9.1 M) WEST OF A T-ROAD
 PQ1758'NORTH, 72.3 FEET (22.0 M) NORTH-NORTHWEST OF A POWER POLE, AND 0.6
 PQ1758'FOOT (18.3 CM) SOUTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8918 ***********************************************************************
 AJ8918  DESIGNATION -  65 T
 AJ8918  PID         -  AJ8918
 AJ8918  STATE/COUNTY-  MN/REDWOOD
 AJ8918  USGS QUAD   -  MILROY (1962)
 AJ8918
 AJ8918                         *CURRENT SURVEY CONTROL
 AJ8918  ___________________________________________________________________
 AJ8918* NAD 83(1996)-  44 27 37.13507(N)    095 30 49.13066(W)     ADJUSTED  
 AJ8918* NAVD 88     -       334.5    (meters)    1097.     (feet)  GPS OBS   
 AJ8918  ___________________________________________________________________
 AJ8918  X           -    -438,139.444 (meters)                     COMP
 AJ8918  Y           -  -4,538,919.725 (meters)                     COMP
 AJ8918  Z           -   4,444,957.045 (meters)                     COMP
 AJ8918  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AJ8918  ELLIP HEIGHT-         307.30  (meters)          (04/16/02) GPS OBS
 AJ8918  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AJ8918
 AJ8918  HORZ ORDER  -  FIRST
 AJ8918  ELLP ORDER  -  THIRD     CLASS I
 AJ8918
 AJ8918.The horizontal coordinates were established by GPS observations
 AJ8918.and adjusted by the MN DEPT OF TRANSP in April 2002..
 AJ8918
 AJ8918.The orthometric height was determined by GPS observations and a
 AJ8918.high-resolution geoid model.
 AJ8918
 AJ8918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8918
 AJ8918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8918
 AJ8918.The ellipsoidal height was determined by GPS observations
 AJ8918.and is referenced to NAD 83.
 AJ8918
 AJ8918.The geoid height was determined by GEOID03.
 AJ8918
 AJ8918;                    North         East     Units Scale Factor Converg.
 AJ8918;SPC MN S     -   263,372.662   679,554.902   MT  0.99992230   -1 03 39.4
 AJ8918;UTM  15      - 4,926,074.416   300,033.885   MT  1.00009177   -1 45 40.2
 AJ8918
 AJ8918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8918!SPC MN S     -   0.99995182  x   0.99992230  =   0.99987412
 AJ8918!UTM  15      -   0.99995182  x   1.00009177  =   1.00004358
 AJ8918
 AJ8918:                Primary Azimuth Mark                     Grid Az
 AJ8918:SPC MN S     -  KESTELOOT                                178 26 07.7
 AJ8918:UTM  15      -  KESTELOOT                                179 08 08.5
 AJ8918
 AJ8918|---------------------------------------------------------------------|
 AJ8918| PID    Reference Object                     Distance      Geod. Az  |
 AJ8918|                                                           dddmmss.s |
 AJ8918| AJ8926 KESTELOOT                           APPROX. 0.6 KM 1772228.3 |
 AJ8918|---------------------------------------------------------------------|
 AJ8918
 AJ8918                          SUPERSEDED SURVEY CONTROL
 AJ8918
 AJ8918.No superseded survey control is available for this station.
 AJ8918
 AJ8918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0003426074(NAD 83)
 AJ8918_MARKER: DB = BENCH MARK DISK
 AJ8918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8918_STAMPING: 65 T 1960 1097
 AJ8918_MARK LOGO: USGS  
 AJ8918_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ8918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8918+SATELLITE: SATELLITE OBSERVATIONS - November 03, 1998
 AJ8918
 AJ8918  HISTORY     - Date     Condition        Report By
 AJ8918  HISTORY     - UNK      MONUMENTED       USGS
 AJ8918  HISTORY     - 19981103 GOOD             MNDT
 AJ8918
 AJ8918                          STATION DESCRIPTION
 AJ8918
 AJ8918'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8918'13 MI (20.9 KM) EAST OF MARSHALL, 2.5 MI (4.0 KM) NORTH AND 2 MI (3.2
 AJ8918'KM) EAST OF MILROY, 12.2 MI (19.6 KM) EAST OF JCT TH 19 AND TH 23, 0.2
 AJ8918'MI (0.3 KM) NORTH OF TH 19 MP 48.65, 36 FT (11.0 M) WEST OF GRAVEL RD,
 AJ8918'47.5 FT (14.5 M) SOUTH OF P-POLE, 1.5 FT (0.5 M) EAST OF WITNESS POST.
 AJ8918'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SH0765 ***********************************************************************
 SH0765  DESIGNATION -  65 WR
 SH0765  PID         -  SH0765
 SH0765  STATE/COUNTY-  MN/LAKE
 SH0765  USGS QUAD   -  CLOQUET LAKE (1985)
 SH0765
 SH0765                         *CURRENT SURVEY CONTROL
 SH0765  ___________________________________________________________________
 SH0765* NAD 83(1996)-  47 25 47.16198(N)    091 28 17.08887(W)     ADJUSTED  
 SH0765* NAVD 88     -       630.18   (+/-2cm)    2067.5    (feet)  VERTCON   
 SH0765  ___________________________________________________________________
 SH0765  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 SH0765  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 SH0765
 SH0765  HORZ ORDER  -  SECOND
 SH0765  VERT ORDER  -  THIRD ? (See Below)
 SH0765
 SH0765.The horizontal coordinates were established by classical geodetic methods
 SH0765.and adjusted by the National Geodetic Survey in March 1999..
 SH0765
 SH0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 SH0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SH0765.The vertical order pertains to the NGVD 29 superseded value.
 SH0765
 SH0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 SH0765
 SH0765.The geoid height was determined by GEOID03.
 SH0765
 SH0765;                    North         East     Units Scale Factor Converg.
 SH0765;SPC MN N     -   204,659.436   922,849.090   MT  0.99992774   +1 12 25.7
 SH0765;UTM  15      - 5,254,056.955   615,275.389   MT  0.99976330   +1 07 33.1
 SH0765
 SH0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SH0765!SPC MN N     -   0.99990565  x   0.99992774  =   0.99983339
 SH0765!UTM  15      -   0.99990565  x   0.99976330  =   0.99966897
 SH0765
 SH0765                          SUPERSEDED SURVEY CONTROL
 SH0765
 SH0765  NAD 83(1986)-  47 25 47.16531(N)    091 28 17.08646(W) AD(       ) 2
 SH0765  NAD 27      -  47 25 47.46900(N)    091 28 16.49700(W) AD(       ) 2
 SH0765  NGVD 29 (07/19/86)  630.04   (m)         2067.1    (f) LEVELING    3  
 SH0765
 SH0765.Superseded values are not recommended for survey control.
 SH0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0765.See file dsdata.txt to determine how the superseded data were derived.
 SH0765
 SH0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN1527554057(NAD 83)
 SH0765_MARKER: DB = BENCH MARK DISK
 SH0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SH0765
 SH0765  HISTORY     - Date     Condition        Report By
 SH0765  HISTORY     - 1950     MONUMENTED       USGS
 SH0765
 SH0765                          STATION DESCRIPTION
 SH0765
 SH0765'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (DAJ)
 SH0765'THE STATION IS LOCATED ABOUT 15 MILES SOUTH-SOUTHWEST OF ISABELLA
 SH0765'AND DIRECTLY BENEATH AND IN THE APPROXIMATE CENTER OF THE
 SH0765'CLOQUET LOOKOUT TOWER.  IT IS A STANDARD USGS BENCH MARK DISK
 SH0765'SET IN TOP OF A 5 BY 5 INCH CONCRETE POST THAT IS SET FLUSH
 SH0765'WITH THE SURFACE OF THE GROUND AND IS STAMPED 65 WR 1950.
 SH0765'
 SH0765'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 SH0765'CLOQUET LAKE TO B.M. 65 WR, THE DISTANCE IS 10.094 METERS
 SH0765'(33.12 FEET) NORTH.
 SH0765'
 SH0765'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 1 AND 2,
 SH0765'(14 MILES WEST OF ISABELLA) GO SOUTH ON STATE ROUTE 2 FOR 16.9
 SH0765'MILES TO A SIDE ROAD LEFT AT A SIGN, CLOQUET LOOKOUT TOWER,
 SH0765'TURN LEFT AND GO EAST FOR 5.15 MILES TO A SIDE ROAD RIGHT,
 SH0765'CONTINUE STRAIGHT AHEAD FOR 1.15 MILES TO A RAIL-ROAD CROSSING,
 SH0765'CROSS THE TRACKS AND CONTINUE FOR 5.35 MILES TO A CROSS-ROAD,
 SH0765'TURN RIGHT AND GO SOUTH FOR 5.95 MILES TO A FORK AND A SIGN,
 SH0765'CLOQUET LOOKOUT TOWER, TAKE THE LEFT FORK AND GO UP HILL FOR
 SH0765'0.25 MILE TO THE CLOQUET LOOKOUT TOWER AND THE STATION
 SH0765'UNDERNEATH THE TOWER AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1601 ***********************************************************************
 PQ1601  DESIGNATION -  6506 A
 PQ1601  PID         -  PQ1601
 PQ1601  STATE/COUNTY-  MN/RENVILLE
 PQ1601  USGS QUAD   -  MORTON (1992)
 PQ1601
 PQ1601                         *CURRENT SURVEY CONTROL
 PQ1601  ___________________________________________________________________
 PQ1601* NAD 83(1986)-  44 33 09.     (N)    094 59 03.     (W)     SCALED    
 PQ1601* NAVD 88     -       258.745  (meters)     848.90   (feet)  ADJUSTED  
 PQ1601  ___________________________________________________________________
 PQ1601  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 PQ1601  DYNAMIC HT  -         258.708 (meters)     848.78  (feet)  COMP
 PQ1601  MODELED GRAV-     980,471.7   (mgal)                       NAVD 88
 PQ1601
 PQ1601  VERT ORDER  -  SECOND    CLASS I
 PQ1601
 PQ1601.The horizontal coordinates were scaled from a topographic map and have
 PQ1601.an estimated accuracy of +/- 6 seconds.
 PQ1601
 PQ1601.The orthometric height was determined by differential leveling
 PQ1601.and adjusted by the National Geodetic Survey in June 1995..
 PQ1601
 PQ1601.The geoid height was determined by GEOID03.
 PQ1601
 PQ1601.The dynamic height is computed by dividing the NAVD 88
 PQ1601.geopotential number by the normal gravity value computed on the
 PQ1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1601.degrees latitude (g = 980.6199 gals.).
 PQ1601
 PQ1601.The modeled gravity was interpolated from observed gravity values.
 PQ1601
 PQ1601;                    North         East    Units  Estimated Accuracy
 PQ1601;SPC MN S     -   272,970.      721,810.      MT  (+/- 180 meters Scaled)
 PQ1601
 PQ1601                          SUPERSEDED SURVEY CONTROL
 PQ1601
 PQ1601.No superseded survey control is available for this station.
 PQ1601
 PQ1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK424351(NAD 83)
 PQ1601_MARKER: DV = VERTICAL CONTROL DISK
 PQ1601_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1601_SP_SET: CONCRETE BOX CULVERT HEADWALL
 PQ1601_STAMPING: 6506 A 1987
 PQ1601_MARK LOGO: MNDT  
 PQ1601_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1601+STABILITY: SURFACE MOTION
 PQ1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1601+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 PQ1601
 PQ1601  HISTORY     - Date     Condition        Report By
 PQ1601  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1601  HISTORY     - 20040419 GOOD             USPSQD
 PQ1601
 PQ1601                          STATION DESCRIPTION
 PQ1601
 PQ1601'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1601'THE MARK IS LOCATED IN THE TOWN OF MORTON, IN THE NE 1/4 OF SECTION
 PQ1601'31, T113N, R34W, IN THE SOUTHEAST CORNER OF A TRUNK HIGHWAY 19
 PQ1601'CULVERT AT THE INTERSECTION OF 2ND STREET AND BROOK DRIVE, 0.1 MILE
 PQ1601'(0.2 KM) EAST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH MAIN
 PQ1601'STREET IN MORTON.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1601'CONTROL MONUMENT DISK STAMPED---6506 A 1987---, IS SET FLUSH IN A
 PQ1601'DRILL HOLE IN THE TOP OF THE SOUTHEAST HEADWALL OF A CONCRETE BOX
 PQ1601'CULVERT AND IS ABOUT 0.5 FOOT (15.2 CM) BELOW THE LEVEL OF TRUNK
 PQ1601'HIGHWAY 19.  THE MARK IS 21.0 FEET (6.4 M) SOUTH OF THE CENTERLINE OF
 PQ1601'TRUNK HIGHWAY 19 AT MILEPOINT 79.2, 0.6 FOOT (18.3 CM) WEST OF THE
 PQ1601'EAST END OF THE CULVERT HEADWALL, 89.0 FEET (27.1 M) SOUTH-SOUTHWEST
 PQ1601'OF THE SOUTHWEST CORNER OF A BLOCK BUILDING, AND 7.8 FEET (2.4 M)
 PQ1601'EAST OF A STEEL DELINEATOR POST.
 PQ1601
 PQ1601                          STATION RECOVERY (2004)
 PQ1601
 PQ1601'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PQ1601'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1602 ***********************************************************************
 PQ1602  DESIGNATION -  6506 B
 PQ1602  PID         -  PQ1602
 PQ1602  STATE/COUNTY-  MN/RENVILLE
 PQ1602  USGS QUAD   -  MORTON (1992)
 PQ1602
 PQ1602                         *CURRENT SURVEY CONTROL
 PQ1602  ___________________________________________________________________
 PQ1602* NAD 83(1996)-  44 32 47.69418(N)    094 58 10.26422(W)     ADJUSTED  
 PQ1602* NAVD 88     -       257.122  (meters)     843.57   (feet)  ADJUSTED  
 PQ1602  ___________________________________________________________________
 PQ1602  X           -    -394,427.980 (meters)                     COMP
 PQ1602  Y           -  -4,536,126.238 (meters)                     COMP
 PQ1602  Z           -   4,451,739.701 (meters)                     COMP
 PQ1602  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 PQ1602  ELLIP HEIGHT-         229.52  (meters)          (09/16/03) GPS OBS
 PQ1602  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 PQ1602  DYNAMIC HT  -         257.086 (meters)     843.46  (feet)  COMP
 PQ1602  MODELED GRAV-     980,471.1   (mgal)                       NAVD 88
 PQ1602
 PQ1602  HORZ ORDER  -  FIRST
 PQ1602  VERT ORDER  -  SECOND    CLASS I
 PQ1602  ELLP ORDER  -  THIRD     CLASS I
 PQ1602
 PQ1602.The horizontal coordinates were established by GPS observations
 PQ1602.and adjusted by the MN DEPT OF TRANSP in September 2003..
 PQ1602
 PQ1602.The orthometric height was determined by differential leveling
 PQ1602.and adjusted by the National Geodetic Survey in June 1995..
 PQ1602
 PQ1602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1602
 PQ1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1602
 PQ1602.The ellipsoidal height was determined by GPS observations
 PQ1602.and is referenced to NAD 83.
 PQ1602
 PQ1602.The geoid height was determined by GEOID03.
 PQ1602
 PQ1602.The dynamic height is computed by dividing the NAVD 88
 PQ1602.geopotential number by the normal gravity value computed on the
 PQ1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1602.degrees latitude (g = 980.6199 gals.).
 PQ1602
 PQ1602.The modeled gravity was interpolated from observed gravity values.
 PQ1602
 PQ1602;                    North         East     Units Scale Factor Converg.
 PQ1602;SPC MN S     -   272,299.687   722,963.877   MT  0.99992235   -0 40 46.4
 PQ1602;UTM  15      - 4,934,470.006   343,551.943   MT  0.99990100   -1 22 54.7
 PQ1602
 PQ1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1602!SPC MN S     -   0.99996401  x   0.99992235  =   0.99988637
 PQ1602!UTM  15      -   0.99996401  x   0.99990100  =   0.99986502
 PQ1602
 PQ1602|---------------------------------------------------------------------|
 PQ1602| PID    Reference Object                     Distance      Geod. Az  |
 PQ1602|                                                           dddmmss.s |
 PQ1602| DF8206 ZIMM                                322.111 METERS 12109     |
 PQ1602|---------------------------------------------------------------------|
 PQ1602
 PQ1602                          SUPERSEDED SURVEY CONTROL
 PQ1602
 PQ1602  NAVD 88 (09/16/03)  257.12   (m)          843.6    (f) LEVELING    3  
 PQ1602
 PQ1602.Superseded values are not recommended for survey control.
 PQ1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1602.See file dsdata.txt to determine how the superseded data were derived.
 PQ1602
 PQ1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4355234470(NAD 83)
 PQ1602_MARKER: DV = VERTICAL CONTROL DISK
 PQ1602_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1602_SP_SET: ALUMINUM ALLOY ROD
 PQ1602_STAMPING: 6506 B 1987
 PQ1602_MARK LOGO: MNDT  
 PQ1602_PROJECTION: FLUSH
 PQ1602_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1602+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2003
 PQ1602_ROD/PIPE-DEPTH:  5.8 meters
 PQ1602
 PQ1602  HISTORY     - Date     Condition        Report By
 PQ1602  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1602  HISTORY     - 20010401 GOOD             MNDT
 PQ1602  HISTORY     - 20030813 GOOD             MNDT
 PQ1602
 PQ1602                          STATION DESCRIPTION
 PQ1602
 PQ1602'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1602'THE MARK IS LOCATED ABOUT 0.75 MILE (1.21 KM) EAST-SOUTHEAST OF THE
 PQ1602'TOWN OF MORTON, IN THE SW 1/4 OF SECTION 32, T113N, R34W, ALONG THE
 PQ1602'CHICAGO AND NORTH WESTERN RAILWAY, 0.85 MILE (1.37 KM) EAST ALONG
 PQ1602'TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH MAIN STREET IN MORTON.  THE
 PQ1602'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1602'STAMPED---6506 B 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1602'DIAMETER BY 19-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 PQ1602'OF THE GROUND AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 19.  THE MARK IS
 PQ1602'80.0 FEET (24.4 M) SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT
 PQ1602'MILEPOINT 79.95, 11.9 FEET (3.6 M) NORTHEAST OF THE NORTH RAIL OF THE
 PQ1602'MAINLINE RAILROAD TRACK, 32 FEET (9.8 M) WEST-NORTHWEST OF THE CENTER
 PQ1602'OF A FARM ENTRANCE, 77.7 FEET (23.7 M) WEST OF A POWER POLE, 43.5
 PQ1602'FEET (13.3 M) NORTH OF A CORNER FENCE POST, 6.0 FEET (1.8 M)
 PQ1602'NORTH-NORTHEAST OF A RAILROAD SWITCH, AND 1.0 FOOT (0.3 M)
 PQ1602'EAST-SOUTHEAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 PQ1602'THE MARK MAGNETIC.
 PQ1602
 PQ1602                          STATION RECOVERY (2001)
 PQ1602
 PQ1602'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 PQ1602'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PQ1602
 PQ1602                          STATION RECOVERY (2003)
 PQ1602
 PQ1602'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ1602'0.85 MILE EAST ON TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19
 PQ1602'AND MAIN STREET AT MORTON, AT TRUNK HIGHWAY 19 MILEPOINT 79.95, 80.0
 PQ1602'FEET SOUTHWEST OF TRUNK HIGHWAY 19, 11.9 FEET NORTHEAST OF NORTH RAIL
 PQ1602'OF RAILROAD TRACKS, 32 FEET WEST-NORTHWEST OF FARM ENTRANCE, 77.7 FEET
 PQ1602'WEST OF POWER POLE, 43.5 FEET NORTH OF CORNER FENCE POST, 6.0 FEET
 PQ1602'NORTH-NORTHEAST OF RAILROAD SWITCH, 1.2 FEET EAST-SOUTHEAST OF WITNESS
 PQ1602'POS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1603 ***********************************************************************
 PQ1603  DESIGNATION -  6506 C
 PQ1603  PID         -  PQ1603
 PQ1603  STATE/COUNTY-  MN/RENVILLE
 PQ1603  USGS QUAD   -  MORTON (1992)
 PQ1603
 PQ1603                         *CURRENT SURVEY CONTROL
 PQ1603  ___________________________________________________________________
 PQ1603* NAD 83(1986)-  44 32 30.     (N)    094 57 18.     (W)     SCALED    
 PQ1603* NAVD 88     -       256.726  (meters)     842.28   (feet)  ADJUSTED  
 PQ1603  ___________________________________________________________________
 PQ1603  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 PQ1603  DYNAMIC HT  -         256.690 (meters)     842.16  (feet)  COMP
 PQ1603  MODELED GRAV-     980,470.4   (mgal)                       NAVD 88
 PQ1603
 PQ1603  VERT ORDER  -  SECOND    CLASS I
 PQ1603
 PQ1603.The horizontal coordinates were scaled from a topographic map and have
 PQ1603.an estimated accuracy of +/- 6 seconds.
 PQ1603
 PQ1603.The orthometric height was determined by differential leveling
 PQ1603.and adjusted by the National Geodetic Survey in June 1995..
 PQ1603
 PQ1603.The geoid height was determined by GEOID03.
 PQ1603
 PQ1603.The dynamic height is computed by dividing the NAVD 88
 PQ1603.geopotential number by the normal gravity value computed on the
 PQ1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1603.degrees latitude (g = 980.6199 gals.).
 PQ1603
 PQ1603.The modeled gravity was interpolated from observed gravity values.
 PQ1603
 PQ1603;                    North         East    Units  Estimated Accuracy
 PQ1603;SPC MN S     -   271,740.      724,110.      MT  (+/- 180 meters Scaled)
 PQ1603
 PQ1603                          SUPERSEDED SURVEY CONTROL
 PQ1603
 PQ1603.No superseded survey control is available for this station.
 PQ1603
 PQ1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK446338(NAD 83)
 PQ1603_MARKER: DV = VERTICAL CONTROL DISK
 PQ1603_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PQ1603_SP_SET: BRIDGE HEADWALL
 PQ1603_STAMPING: 6506 C 1987
 PQ1603_MARK LOGO: MNDT  
 PQ1603_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1603
 PQ1603  HISTORY     - Date     Condition        Report By
 PQ1603  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1603
 PQ1603                          STATION DESCRIPTION
 PQ1603
 PQ1603'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1603'THE MARK IS LOCATED 1.7 MILES (2.7 KM) EAST OF THE TOWN OF MORTON, IN
 PQ1603'THE NW 1/4 OF SECTION 5, T112N, R34W, ALONG TRUNK HIGHWAY 19, IN THE
 PQ1603'SOUTHEAST HEADWALL OF BRIDGE NUMBER 65006 (BUILT IN 1983).  THE MARK,
 PQ1603'A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1603'STAMPED---6506 C 1987---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF
 PQ1603'THE SOUTHEAST HEADWALL AND IS ABOUT 0.4 FOOT (12.2 CM) ABOVE THE
 PQ1603'LEVEL OF TRUNK HIGHWAY 19.  THE MARK IS 25.5 FEET (7.8 M)
 PQ1603'SOUTH-SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT
 PQ1603'80.8 AND 62.4 FEET (19.0 M) WEST-NORTHWEST OF POWER POLE NUMBER 75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1604 ***********************************************************************
 PQ1604  DESIGNATION -  6506 D
 PQ1604  PID         -  PQ1604
 PQ1604  STATE/COUNTY-  MN/RENVILLE
 PQ1604  USGS QUAD   -  MORTON (1992)
 PQ1604
 PQ1604                         *CURRENT SURVEY CONTROL
 PQ1604  ___________________________________________________________________
 PQ1604* NAD 83(1986)-  44 32 18.     (N)    094 56 25.     (W)     SCALED    
 PQ1604* NAVD 88     -       288.709  (meters)     947.21   (feet)  ADJUSTED  
 PQ1604  ___________________________________________________________________
 PQ1604  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 PQ1604  DYNAMIC HT  -         288.668 (meters)     947.07  (feet)  COMP
 PQ1604  MODELED GRAV-     980,470.0   (mgal)                       NAVD 88
 PQ1604
 PQ1604  VERT ORDER  -  SECOND    CLASS I
 PQ1604
 PQ1604.The horizontal coordinates were scaled from a topographic map and have
 PQ1604.an estimated accuracy of +/- 6 seconds.
 PQ1604
 PQ1604.The orthometric height was determined by differential leveling
 PQ1604.and adjusted by the National Geodetic Survey in June 1995..
 PQ1604
 PQ1604.The geoid height was determined by GEOID03.
 PQ1604
 PQ1604.The dynamic height is computed by dividing the NAVD 88
 PQ1604.geopotential number by the normal gravity value computed on the
 PQ1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1604.degrees latitude (g = 980.6199 gals.).
 PQ1604
 PQ1604.The modeled gravity was interpolated from observed gravity values.
 PQ1604
 PQ1604;                    North         East    Units  Estimated Accuracy
 PQ1604;SPC MN S     -   271,360.      725,280.      MT  (+/- 180 meters Scaled)
 PQ1604
 PQ1604                          SUPERSEDED SURVEY CONTROL
 PQ1604
 PQ1604.No superseded survey control is available for this station.
 PQ1604
 PQ1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK458334(NAD 83)
 PQ1604_MARKER: DV = VERTICAL CONTROL DISK
 PQ1604_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1604_SP_SET: ALUMINUM ALLOY ROD
 PQ1604_STAMPING: 6506 D 1987
 PQ1604_MARK LOGO: MNDT  
 PQ1604_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1604
 PQ1604  HISTORY     - Date     Condition        Report By
 PQ1604  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1604
 PQ1604                          STATION DESCRIPTION
 PQ1604
 PQ1604'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1604'THE MARK IS LOCATED ABOUT 2.25 MILES (3.62 KM) EAST-SOUTHEAST OF THE
 PQ1604'TOWN OF MORTON, IN THE NW 1/4 OF SECTION 4, T112N, R34W, ON THE
 PQ1604'SOUTHWEST RIGHT-OF-WAY OF TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH
 PQ1604'MAIN STREET IN MORTON.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1604'CONTROL MONUMENT DISK STAMPED---6506 D 1987---, IS SET ON THE TOP OF
 PQ1604'A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ROD THAT IS
 PQ1604'BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE OF THE GROUND AND IS ABOUT
 PQ1604'LEVEL WITH TRUNK HIGHWAY 19. THE MARK IS 56.0 FEET (17.1 M)
 PQ1604'SOUTH-SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 19, 125.9 FEET
 PQ1604'(38.4 M) EAST-SOUTHEAST OF A POWER POLE, 15.4 FEET (4.7 M)
 PQ1604'EAST-SOUTHEAST OF A HISTORICAL MARKER SIGN POST (REDWOOD FERRY), 4.5
 PQ1604'FEET (1.4 M) EAST-SOUTHEAST OF THE EAST EDGE OF A CONCRETE SLAB, AND
 PQ1604'3.8 FEET (1.2 M) NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 PQ1604'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1605 ***********************************************************************
 PQ1605  DESIGNATION -  6506 E
 PQ1605  PID         -  PQ1605
 PQ1605  STATE/COUNTY-  MN/RENVILLE
 PQ1605  USGS QUAD   -  MORTON (1992)
 PQ1605
 PQ1605                         *CURRENT SURVEY CONTROL
 PQ1605  ___________________________________________________________________
 PQ1605* NAD 83(1996)-  44 32 13.00886(N)    094 55 51.22339(W)     ADJUSTED  
 PQ1605* NAVD 88     -       303.650  (meters)     996.23   (feet)  ADJUSTED  
 PQ1605  ___________________________________________________________________
 PQ1605  X           -    -391,437.540 (meters)                     COMP
 PQ1605  Y           -  -4,537,172.347 (meters)                     COMP
 PQ1605  Z           -   4,451,009.201 (meters)                     COMP
 PQ1605  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 PQ1605  ELLIP HEIGHT-         276.03  (meters)          (09/16/03) GPS OBS
 PQ1605  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 PQ1605  DYNAMIC HT  -         303.608 (meters)     996.09  (feet)  COMP
 PQ1605  MODELED GRAV-     980,469.8   (mgal)                       NAVD 88
 PQ1605
 PQ1605  HORZ ORDER  -  FIRST
 PQ1605  VERT ORDER  -  SECOND    CLASS I
 PQ1605  ELLP ORDER  -  THIRD     CLASS I
 PQ1605
 PQ1605.The horizontal coordinates were established by GPS observations
 PQ1605.and adjusted by the MN DEPT OF TRANSP in September 2003..
 PQ1605
 PQ1605.The orthometric height was determined by differential leveling
 PQ1605.and adjusted by the National Geodetic Survey in June 1995..
 PQ1605
 PQ1605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1605
 PQ1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1605
 PQ1605.The ellipsoidal height was determined by GPS observations
 PQ1605.and is referenced to NAD 83.
 PQ1605
 PQ1605.The geoid height was determined by GEOID03.
 PQ1605
 PQ1605.The dynamic height is computed by dividing the NAVD 88
 PQ1605.geopotential number by the normal gravity value computed on the
 PQ1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1605.degrees latitude (g = 980.6199 gals.).
 PQ1605
 PQ1605.The modeled gravity was interpolated from observed gravity values.
 PQ1605
 PQ1605;                    North         East     Units Scale Factor Converg.
 PQ1605;SPC MN S     -   271,193.519   726,020.420   MT  0.99992223   -0 39 09.0
 PQ1605;UTM  15      - 4,933,326.494   346,594.618   MT  0.99988941   -1 21 16.3
 PQ1605
 PQ1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1605!SPC MN S     -   0.99995672  x   0.99992223  =   0.99987896
 PQ1605!UTM  15      -   0.99995672  x   0.99988941  =   0.99984614
 PQ1605
 PQ1605|---------------------------------------------------------------------|
 PQ1605| PID    Reference Object                     Distance      Geod. Az  |
 PQ1605|                                                           dddmmss.s |
 PQ1605| DF8198 HTOP                                346.533 METERS 31630     |
 PQ1605|---------------------------------------------------------------------|
 PQ1605
 PQ1605                          SUPERSEDED SURVEY CONTROL
 PQ1605
 PQ1605  NAVD 88 (09/16/03)  303.65   (m)          996.2    (f) LEVELING    3  
 PQ1605
 PQ1605.Superseded values are not recommended for survey control.
 PQ1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1605.See file dsdata.txt to determine how the superseded data were derived.
 PQ1605
 PQ1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4659533326(NAD 83)
 PQ1605_MARKER: DV = VERTICAL CONTROL DISK
 PQ1605_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1605_SP_SET: ALUMINUM ALLOY ROD
 PQ1605_STAMPING: 6506 E 1987
 PQ1605_MARK LOGO: MNDT  
 PQ1605_PROJECTION: RECESSED 5 CENTIMETERS
 PQ1605_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1605+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001
 PQ1605_ROD/PIPE-DEPTH:  6.1 meters
 PQ1605
 PQ1605  HISTORY     - Date     Condition        Report By
 PQ1605  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1605  HISTORY     - 20010401 GOOD             MNDT
 PQ1605
 PQ1605                          STATION DESCRIPTION
 PQ1605
 PQ1605'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1605'THE MARK IS LOCATED ABOUT 2.75 MILES (4.43 KM) EAST-SOUTHEAST OF THE
 PQ1605'TOWN OF MORTON, IN THE NE 1/4 OF SECTION 4, T112N, R34W, ON THE
 PQ1605'SOUTHWEST RIGHT-OF-WAY OF TRUNK HIGHWAY 19 AT MILEPOINT 82.0, 2.9
 PQ1605'MILES (4.7 KM) EAST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH
 PQ1605'MAIN STREET IN MORTON. THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1605'CONTROL MONUMENT DISK STAMPED---6506 E 1987---, IS SET ON THE TOP OF
 PQ1605'A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ROD THAT IS
 PQ1605'BURIED 0.2 FOOT (6.1 CM) BELOW THE SURFACE OF THE GROUND AND IS ABOUT
 PQ1605'2.0 FEET (0.6 M) BELOW THE LEVEL OF TRUNK HIGHWAY 19.  THE MARK IS
 PQ1605'43.5 FEET (13.3 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY
 PQ1605'19, 1.4 FEET (0.4 M) WEST-NORTHWEST OF A POWER POLE, AND 1.5 FEET
 PQ1605'(0.5 M) EAST-SOUTHEAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 PQ1605'MAKES THE MARK MAGNETIC.
 PQ1605
 PQ1605                          STATION RECOVERY (2001)
 PQ1605
 PQ1605'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 PQ1605'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1606 ***********************************************************************
 PQ1606  DESIGNATION -  6506 F
 PQ1606  PID         -  PQ1606
 PQ1606  STATE/COUNTY-  MN/RENVILLE
 PQ1606  USGS QUAD   -  MORTON (1992)
 PQ1606
 PQ1606                         *CURRENT SURVEY CONTROL
 PQ1606  ___________________________________________________________________
 PQ1606* NAD 83(1986)-  44 32 09.     (N)    094 55 31.     (W)     SCALED    
 PQ1606* NAVD 88     -       304.520  (meters)     999.08   (feet)  ADJUSTED  
 PQ1606  ___________________________________________________________________
 PQ1606  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 PQ1606  DYNAMIC HT  -         304.477 (meters)     998.94  (feet)  COMP
 PQ1606  MODELED GRAV-     980,469.7   (mgal)                       NAVD 88
 PQ1606
 PQ1606  VERT ORDER  -  SECOND    CLASS I
 PQ1606
 PQ1606.The horizontal coordinates were scaled from a topographic map and have
 PQ1606.an estimated accuracy of +/- 6 seconds.
 PQ1606
 PQ1606.The orthometric height was determined by differential leveling
 PQ1606.and adjusted by the National Geodetic Survey in June 1995..
 PQ1606
 PQ1606.The geoid height was determined by GEOID03.
 PQ1606
 PQ1606.The dynamic height is computed by dividing the NAVD 88
 PQ1606.geopotential number by the normal gravity value computed on the
 PQ1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1606.degrees latitude (g = 980.6199 gals.).
 PQ1606
 PQ1606.The modeled gravity was interpolated from observed gravity values.
 PQ1606
 PQ1606;                    North         East    Units  Estimated Accuracy
 PQ1606;SPC MN S     -   271,070.      726,470.      MT  (+/- 180 meters Scaled)
 PQ1606
 PQ1606                          SUPERSEDED SURVEY CONTROL
 PQ1606
 PQ1606.No superseded survey control is available for this station.
 PQ1606
 PQ1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK470331(NAD 83)
 PQ1606_MARKER: DV = VERTICAL CONTROL DISK
 PQ1606_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1606_SP_SET: CONCRETE BOX CULVERT HEADWALL
 PQ1606_STAMPING: 6506 F 1987
 PQ1606_MARK LOGO: MNDT  
 PQ1606_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1606+STABILITY: SURFACE MOTION
 PQ1606
 PQ1606  HISTORY     - Date     Condition        Report By
 PQ1606  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1606
 PQ1606                          STATION DESCRIPTION
 PQ1606
 PQ1606'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1606'THE MARK IS LOCATED 2.0 MILES (3.2 KM) WEST-NORTHWEST OF THE TOWN OF
 PQ1606'FRANKLIN, IN THE NW 1/4 OF SECTION 3, T112N, R34W, IN THE EAST END OF
 PQ1606'A TRUNK HIGHWAY 19 BOX CULVERT AT MILEPOINT 82.3, 1.95 MILES
 PQ1606'(3.14 KM) WEST ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK
 PQ1606'HIGHWAY 19 AND COUNTY ROAD NUMBER 5 AT THE NORTHWEST EDGE OF
 PQ1606'FRANKLIN.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1606'MONUMENT DISK STAMPED---6506 F 1987---, IS SET FLUSH IN A DRILL HOLE
 PQ1606'IN THE TOP OF THE SOUTHEAST HEADWALL OF A CONCRETE BOX CULVERT AND IS
 PQ1606'1.5 FEET (0.5 M) BELOW THE LEVEL OF TRUNK HIGHWAY 19.  THE MARK IS
 PQ1606'20.0 FEET (6.1 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 19, 33.5
 PQ1606'FEET (10.2 M) EAST OF THE CENTER OF AN ENTRANCE, 53.6 FEET (16.3 M)
 PQ1606'EAST-NORTHEAST OF POWER POLE NUMBER 16, 6.6 FEET (2.0 M) EAST OF A
 PQ1606'STEEL POST, AND 0.4 FOOT (12.2 CM) WEST OF THE EAST END OF THE
 PQ1606'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1607 ***********************************************************************
 PQ1607  DESIGNATION -  6506 G
 PQ1607  PID         -  PQ1607
 PQ1607  STATE/COUNTY-  MN/RENVILLE
 PQ1607  USGS QUAD   -  MORTON (1992)
 PQ1607
 PQ1607                         *CURRENT SURVEY CONTROL
 PQ1607  ___________________________________________________________________
 PQ1607* NAD 83(1986)-  44 32 09.     (N)    094 54 49.     (W)     SCALED    
 PQ1607* NAVD 88     -       304.533  (meters)     999.12   (feet)  ADJUSTED  
 PQ1607  ___________________________________________________________________
 PQ1607  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 PQ1607  DYNAMIC HT  -         304.490 (meters)     998.98  (feet)  COMP
 PQ1607  MODELED GRAV-     980,469.7   (mgal)                       NAVD 88
 PQ1607
 PQ1607  VERT ORDER  -  SECOND    CLASS I
 PQ1607
 PQ1607.The horizontal coordinates were scaled from a topographic map and have
 PQ1607.an estimated accuracy of +/- 6 seconds.
 PQ1607
 PQ1607.The orthometric height was determined by differential leveling
 PQ1607.and adjusted by the National Geodetic Survey in June 1995..
 PQ1607
 PQ1607.The geoid height was determined by GEOID03.
 PQ1607
 PQ1607.The dynamic height is computed by dividing the NAVD 88
 PQ1607.geopotential number by the normal gravity value computed on the
 PQ1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1607.degrees latitude (g = 980.6199 gals.).
 PQ1607
 PQ1607.The modeled gravity was interpolated from observed gravity values.
 PQ1607
 PQ1607;                    North         East    Units  Estimated Accuracy
 PQ1607;SPC MN S     -   271,050.      727,390.      MT  (+/- 180 meters Scaled)
 PQ1607
 PQ1607                          SUPERSEDED SURVEY CONTROL
 PQ1607
 PQ1607.No superseded survey control is available for this station.
 PQ1607
 PQ1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK479331(NAD 83)
 PQ1607_MARKER: DV = VERTICAL CONTROL DISK
 PQ1607_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1607_SP_SET: CONCRETE BOX CULVERT HEADWALL
 PQ1607_STAMPING: 6506 G 1987
 PQ1607_MARK LOGO: MNDT  
 PQ1607_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1607+STABILITY: SURFACE MOTION
 PQ1607
 PQ1607  HISTORY     - Date     Condition        Report By
 PQ1607  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1607
 PQ1607                          STATION DESCRIPTION
 PQ1607
 PQ1607'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1607'THE MARK IS LOCATED 1.5 MILES (2.4 KM) WEST-NORTHWEST OF THE TOWN OF
 PQ1607'FRANKLIN, IN THE NE 1/4 OF SECTION 3, T112N, R34W, IN THE SOUTHEAST
 PQ1607'CORNER OF A TRUNK HIGHWAY 19 BOX CULVERT AT MILEPOINT 82.95, 1.3
 PQ1607'MILES (2.1 KM) WEST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH
 PQ1607'COUNTY ROAD 5 AT THE NORTHWEST EDGE OF FRANKLIN.  THE MARK, A
 PQ1607'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---6506
 PQ1607'G 1987---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST
 PQ1607'HEADWALL OF A BOX CULVERT AND IS 1.0 FOOT (0.3 M) BELOW THE LEVEL OF
 PQ1607'TRUNK HIGHWAY 19, 75.7 FEET (23.1 M) WEST-NORTHWEST OF A CORNER FENCE
 PQ1607'POST, 95.9 FEET (29.2 M) EAST-NORTHEAST OF POWER POLE NUMBER 31, 0.5
 PQ1607'FOOT (15.2 CM) WEST OF THE EAST END OF THE HEADWALL, AND 5.4 FEET
 PQ1607'(1.6 M) EAST OF A STEEL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1608 ***********************************************************************
 PQ1608  DESIGNATION -  6506 H
 PQ1608  PID         -  PQ1608
 PQ1608  STATE/COUNTY-  MN/RENVILLE
 PQ1608  USGS QUAD   -  MORTON (1992)
 PQ1608
 PQ1608                         *CURRENT SURVEY CONTROL
 PQ1608  ___________________________________________________________________
 PQ1608* NAD 83(1996)-  44 32 10.65097(N)    094 53 36.36639(W)     ADJUSTED  
 PQ1608* NAVD 88     -       306.416  (meters)    1005.30   (feet)  ADJUSTED  
 PQ1608  ___________________________________________________________________
 PQ1608  X           -    -388,475.551 (meters)                     COMP
 PQ1608  Y           -  -4,537,480.110 (meters)                     COMP
 PQ1608  Z           -   4,450,959.242 (meters)                     COMP
 PQ1608  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 PQ1608  ELLIP HEIGHT-         278.77  (meters)          (09/16/03) GPS OBS
 PQ1608  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 PQ1608  DYNAMIC HT  -         306.373 (meters)    1005.16  (feet)  COMP
 PQ1608  MODELED GRAV-     980,469.8   (mgal)                       NAVD 88
 PQ1608
 PQ1608  HORZ ORDER  -  FIRST
 PQ1608  VERT ORDER  -  SECOND    CLASS I
 PQ1608  ELLP ORDER  -  THIRD     CLASS I
 PQ1608
 PQ1608.The horizontal coordinates were established by GPS observations
 PQ1608.and adjusted by the MN DEPT OF TRANSP in September 2003..
 PQ1608
 PQ1608.The orthometric height was determined by differential leveling
 PQ1608.and adjusted by the National Geodetic Survey in June 1995..
 PQ1608
 PQ1608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1608
 PQ1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1608
 PQ1608.The ellipsoidal height was determined by GPS observations
 PQ1608.and is referenced to NAD 83.
 PQ1608
 PQ1608.The geoid height was determined by GEOID03.
 PQ1608
 PQ1608.The dynamic height is computed by dividing the NAVD 88
 PQ1608.geopotential number by the normal gravity value computed on the
 PQ1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1608.degrees latitude (g = 980.6199 gals.).
 PQ1608
 PQ1608.The modeled gravity was interpolated from observed gravity values.
 PQ1608
 PQ1608;                    North         East     Units Scale Factor Converg.
 PQ1608;SPC MN S     -   271,087.526   728,996.525   MT  0.99992222   -0 37 34.4
 PQ1608;UTM  15      - 4,933,184.051   349,569.087   MT  0.99987829   -1 19 41.6
 PQ1608
 PQ1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1608!SPC MN S     -   0.99995629  x   0.99992222  =   0.99987852
 PQ1608!UTM  15      -   0.99995629  x   0.99987829  =   0.99983459
 PQ1608
 PQ1608                          SUPERSEDED SURVEY CONTROL
 PQ1608
 PQ1608  NAVD 88 (09/16/03)  306.42   (m)         1005.3    (f) LEVELING    3  
 PQ1608
 PQ1608.Superseded values are not recommended for survey control.
 PQ1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1608.See file dsdata.txt to determine how the superseded data were derived.
 PQ1608
 PQ1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4956933184(NAD 83)
 PQ1608_MARKER: DV = VERTICAL CONTROL DISK
 PQ1608_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1608_SP_SET: ALUMINUM ALLOY ROD
 PQ1608_STAMPING: 6506 H 1987
 PQ1608_MARK LOGO: MNDT  
 PQ1608_PROJECTION: FLUSH
 PQ1608_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1608+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1994
 PQ1608_ROD/PIPE-DEPTH:  7.6 meters
 PQ1608
 PQ1608  HISTORY     - Date     Condition        Report By
 PQ1608  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1608  HISTORY     - 19940401 GOOD             MNDT
 PQ1608
 PQ1608                          STATION DESCRIPTION
 PQ1608
 PQ1608'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1608'THE MARK IS LOCATED ABOUT 0.5 MILE (0.8 KM) NORTHWEST OF THE TOWN OF
 PQ1608'FRANKLIN, IN THE NE 1/4 OF SECTION 2, T112N, R34W, 0.4 MILE (0.6 KM)
 PQ1608'WEST ALONG TRUNK HIGHWAY 19 FROM ITS INTERSECTION WITH COUNTY ROAD 5
 PQ1608'AT THE NORTHWEST EDGE OF FRANKLIN.  THE MARK, A STANDARD MNDT
 PQ1608'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---6506 H 1987---, IS
 PQ1608'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM
 PQ1608'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET
 PQ1608'(0.9 M) BELOW THE LEVEL OF TRUNK HIGHWAY 19.  THE MARK IS 114.5 FEET
 PQ1608'(34.9 M) NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT
 PQ1608'83.85, 32.0 FEET (9.8 M) WEST OF THE CENTER OF COUNTY ROAD 5, 7.8
 PQ1608'FEET (2.4 M) EAST OF A WOOD FENCE, 4.4 FEET (1.3 M) SOUTH OF A POWER
 PQ1608'POLE WITH A GUY WIRE, AND 65.7 FEET (20.0 M) NORTH OF A POWER POLE
 PQ1608'WITH AN ANCHOR WIRE.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1608
 PQ1608                          STATION RECOVERY (1994)
 PQ1608
 PQ1608'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 PQ1608'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1609 ***********************************************************************
 PQ1609  DESIGNATION -  6506 J
 PQ1609  PID         -  PQ1609
 PQ1609  STATE/COUNTY-  MN/RENVILLE
 PQ1609  USGS QUAD   -  MORTON (1992)
 PQ1609
 PQ1609                         *CURRENT SURVEY CONTROL
 PQ1609  ___________________________________________________________________
 PQ1609* NAD 83(1986)-  44 31 48.     (N)    094 53 11.     (W)     SCALED    
 PQ1609* NAVD 88     -       310.957  (meters)    1020.20   (feet)  ADJUSTED  
 PQ1609  ___________________________________________________________________
 PQ1609  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 PQ1609  DYNAMIC HT  -         310.913 (meters)    1020.05  (feet)  COMP
 PQ1609  MODELED GRAV-     980,469.1   (mgal)                       NAVD 88
 PQ1609
 PQ1609  VERT ORDER  -  SECOND    CLASS I
 PQ1609
 PQ1609.The horizontal coordinates were scaled from a topographic map and have
 PQ1609.an estimated accuracy of +/- 6 seconds.
 PQ1609
 PQ1609.The orthometric height was determined by differential leveling
 PQ1609.and adjusted by the National Geodetic Survey in June 1995..
 PQ1609
 PQ1609.The geoid height was determined by GEOID03.
 PQ1609
 PQ1609.The dynamic height is computed by dividing the NAVD 88
 PQ1609.geopotential number by the normal gravity value computed on the
 PQ1609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1609.degrees latitude (g = 980.6199 gals.).
 PQ1609
 PQ1609.The modeled gravity was interpolated from observed gravity values.
 PQ1609
 PQ1609;                    North         East    Units  Estimated Accuracy
 PQ1609;SPC MN S     -   270,380.      729,550.      MT  (+/- 180 meters Scaled)
 PQ1609
 PQ1609                          SUPERSEDED SURVEY CONTROL
 PQ1609
 PQ1609.No superseded survey control is available for this station.
 PQ1609
 PQ1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK501324(NAD 83)
 PQ1609_MARKER: DV = VERTICAL CONTROL DISK
 PQ1609_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PQ1609+WITH SETTING: PAVEMENT
 PQ1609_SP_SET: WATER TANK FOOTING
 PQ1609_STAMPING: 6506 J 1987
 PQ1609_MARK LOGO: MNDT  
 PQ1609_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1609+STABILITY: SURFACE MOTION
 PQ1609
 PQ1609  HISTORY     - Date     Condition        Report By
 PQ1609  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1609
 PQ1609                          STATION DESCRIPTION
 PQ1609
 PQ1609'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1609'THE MARK IS LOCATED IN THE TOWN OF FRANKLIN, IN THE SE 1/4 OF SECTION
 PQ1609'2, T112N, R34W, IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF 2ND
 PQ1609'AVENUE AND 1ST STREET, 0.35 MILE (0.56 KM) SOUTH ALONG COUNTY ROAD 5
 PQ1609'FROM ITS JUNCTION WITH TRUNK HIGHWAY 19 AT THE NORTHWEST EDGE OF
 PQ1609'FRANKLIN, IN THE CONCRETE FOOTING OF THE CITY WATER TANK.  THE MARK,
 PQ1609'A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1609'STAMPED---6506 J 1987---, IS SET FLUSH IN THE TOP OF THE EAST BASE OF
 PQ1609'THE STANDPIPE AND PROJECTS 0.4 FOOT (12.2 CM) ABOVE THE SURFACE OF
 PQ1609'THE GROUND AND IS ABOUT 4 FEET (1.2 M) ABOVE THE LEVEL OF 1ST STREET.
 PQ1609'THE MARK IS 68.0 FEET (20.7 M) WEST OF THE CENTERLINE OF 1ST STREET,
 PQ1609'22.2 FEET (6.8 M) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A BLOCK
 PQ1609'BUILDING, 33.6 FEET (10.2 M) NORTHWEST OF THE NORTHEAST CORNER OF THE
 PQ1609'BUILDING, AND 12.3 FEET (3.7 M) NORTHEAST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1610 ***********************************************************************
 PQ1610  DESIGNATION -  6506 K
 PQ1610  PID         -  PQ1610
 PQ1610  STATE/COUNTY-  MN/RENVILLE
 PQ1610  USGS QUAD   -  MORTON SE (1983)
 PQ1610
 PQ1610                         *CURRENT SURVEY CONTROL
 PQ1610  ___________________________________________________________________
 PQ1610* NAD 83(1996)-  44 31 52.44282(N)    094 52 17.08862(W)     ADJUSTED  
 PQ1610* NAVD 88     -       307.624  (meters)    1009.26   (feet)  ADJUSTED  
 PQ1610  ___________________________________________________________________
 PQ1610  X           -    -386,765.091 (meters)                     COMP
 PQ1610  Y           -  -4,538,022.698 (meters)                     COMP
 PQ1610  Z           -   4,450,559.417 (meters)                     COMP
 PQ1610  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 PQ1610  ELLIP HEIGHT-         279.96  (meters)          (07/31/06) GPS OBS
 PQ1610  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 PQ1610  DYNAMIC HT  -         307.581 (meters)    1009.12  (feet)  COMP
 PQ1610  MODELED GRAV-     980,469.2   (mgal)                       NAVD 88
 PQ1610
 PQ1610  HORZ ORDER  -  FIRST
 PQ1610  VERT ORDER  -  SECOND    CLASS I
 PQ1610  ELLP ORDER  -  THIRD     CLASS II
 PQ1610
 PQ1610.The horizontal coordinates were established by GPS observations
 PQ1610.and adjusted by the MN DEPT OF TRANSP in July 2006..
 PQ1610
 PQ1610.The orthometric height was determined by differential leveling
 PQ1610.and adjusted by the National Geodetic Survey in June 1995..
 PQ1610
 PQ1610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1610
 PQ1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1610
 PQ1610.The ellipsoidal height was determined by GPS observations
 PQ1610.and is referenced to NAD 83.
 PQ1610
 PQ1610.The geoid height was determined by GEOID03.
 PQ1610
 PQ1610.The dynamic height is computed by dividing the NAVD 88
 PQ1610.geopotential number by the normal gravity value computed on the
 PQ1610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1610.degrees latitude (g = 980.6199 gals.).
 PQ1610
 PQ1610.The modeled gravity was interpolated from observed gravity values.
 PQ1610
 PQ1610;                    North         East     Units Scale Factor Converg.
 PQ1610;SPC MN S     -   270,506.671   730,740.578   MT  0.99992217   -0 36 38.9
 PQ1610;UTM  15      - 4,932,581.902   351,305.811   MT  0.99987190   -1 18 45.6
 PQ1610
 PQ1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1610!SPC MN S     -   0.99995611  x   0.99992217  =   0.99987828
 PQ1610!UTM  15      -   0.99995611  x   0.99987190  =   0.99982801
 PQ1610
 PQ1610                          SUPERSEDED SURVEY CONTROL
 PQ1610
 PQ1610  NAD 83(1996)-  44 31 52.44301(N)    094 52 17.08826(W) AD(       ) 1
 PQ1610  ELLIP H (09/16/03)  279.96   (m)                       GP(       ) 3 1
 PQ1610  NAVD 88 (09/16/03)  307.62   (m)         1009.2    (f) LEVELING    3  
 PQ1610
 PQ1610.Superseded values are not recommended for survey control.
 PQ1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1610.See file dsdata.txt to determine how the superseded data were derived.
 PQ1610
 PQ1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5130632582(NAD 83)
 PQ1610_MARKER: DV = VERTICAL CONTROL DISK
 PQ1610_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1610_SP_SET: ALUMINUM ALLOY ROD
 PQ1610_STAMPING: 6506 K 1987
 PQ1610_MARK LOGO: MNDT  
 PQ1610_PROJECTION: RECESSED 5 CENTIMETERS
 PQ1610_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1610+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 PQ1610_ROD/PIPE-DEPTH:  4.6 meters
 PQ1610
 PQ1610  HISTORY     - Date     Condition        Report By
 PQ1610  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1610  HISTORY     - 19940401 GOOD             MNDT
 PQ1610  HISTORY     - 20050719 GOOD             MNDT
 PQ1610
 PQ1610                          STATION DESCRIPTION
 PQ1610
 PQ1610'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1610'THE MARK IS LOCATED ABOUT 0.75 MILE (1.21 KM) EAST OF THE TOWN OF
 PQ1610'FRANKLIN, IN THE SE 1/4 OF SECTION 1, T112N, R34W, ALONG THE CHICAGO
 PQ1610'AND NORTH WESTERN RAILWAY, 0.8 MILE (1.3 KM) EAST ALONG TRUNK HIGHWAY
 PQ1610'19 FROM ITS JUNCTION WITH COUNTY ROAD 5 AT THE NORTHWEST EDGE OF
 PQ1610'FRANKLIN.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1610'MONUMENT DISK STAMPED---6506 K 1987---, IS SET ON THE TOP OF A DRIVEN
 PQ1610'3/4-INCH DIAMETER BY 15-FOOT LONG ALUMINUM ROD THAT IS BURIED 0.2
 PQ1610'FOOT (6.1 CM) BELOW THE SURFACE OF THE GROUND.  THE MARK IS 122.0
 PQ1610'FEET (37.2 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT
 PQ1610'MILEPOINT 85.05, 30.5 FEET (9.3 M) SOUTH OF THE SOUTH RAIL OF THE
 PQ1610'RAILROAD, 22 FEET (6.7 M) EAST-NORTHEAST OF THE CENTER OF A FARM
 PQ1610'ENTRANCE, 27.3 FEET (8.3 M) NORTH-NORTHWEST OF POWER POLE NUMBER 15,
 PQ1610'AND 0.9 FOOT (27.4 CM) WEST OF A STEEL WITNESS POST.  A MAGNET IN THE
 PQ1610'DISK MAKES THE MARK MAGNETIC.
 PQ1610
 PQ1610                          STATION RECOVERY (1994)
 PQ1610
 PQ1610'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 PQ1610'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PQ1610
 PQ1610                          STATION RECOVERY (2005)
 PQ1610
 PQ1610'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (CDO)
 PQ1610'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1610'THE MARK IS 0.8 MILE (1.3 KM) EAST OF FRANKLIN, 0.8 MILES (1.3 KM)
 PQ1610'EAST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND
 PQ1610'COUNTY ROAD 5 SOUTH AT FRANKLIN, AT TRUNK HIGHWAY 19 MILEPOINT 85.05,
 PQ1610'122 FEET (37.2 M) SOUTH OF TRUNK HIGHWAY 19, 30.5 FEET (9.3 M) SOUTH
 PQ1610'OF SOUTH RAIL OF RAILROAD TRACKS, 22 FEET (6.7 M) EAST-NORTHEAST OF
 PQ1610'FARM ENTRANCE, 27.3 FEET (8.3 M) NORTH-NORTHWEST OF POWER POLE 15, 0.9
 PQ1610'FEET (27.4 CM) WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1611 ***********************************************************************
 PQ1611  DESIGNATION -  6506 L
 PQ1611  PID         -  PQ1611
 PQ1611  STATE/COUNTY-  MN/RENVILLE
 PQ1611  USGS QUAD   -  MORTON SE (1983)
 PQ1611
 PQ1611                         *CURRENT SURVEY CONTROL
 PQ1611  ___________________________________________________________________
 PQ1611* NAD 83(1986)-  44 31 52.     (N)    094 51 46.     (W)     SCALED    
 PQ1611* NAVD 88     -       309.942  (meters)    1016.87   (feet)  ADJUSTED  
 PQ1611  ___________________________________________________________________
 PQ1611  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 PQ1611  DYNAMIC HT  -         309.898 (meters)    1016.72  (feet)  COMP
 PQ1611  MODELED GRAV-     980,469.3   (mgal)                       NAVD 88
 PQ1611
 PQ1611  VERT ORDER  -  SECOND    CLASS I
 PQ1611
 PQ1611.The horizontal coordinates were scaled from a topographic map and have
 PQ1611.an estimated accuracy of +/- 6 seconds.
 PQ1611
 PQ1611.The orthometric height was determined by differential leveling
 PQ1611.and adjusted by the National Geodetic Survey in June 1995..
 PQ1611
 PQ1611.The geoid height was determined by GEOID03.
 PQ1611
 PQ1611.The dynamic height is computed by dividing the NAVD 88
 PQ1611.geopotential number by the normal gravity value computed on the
 PQ1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1611.degrees latitude (g = 980.6199 gals.).
 PQ1611
 PQ1611.The modeled gravity was interpolated from observed gravity values.
 PQ1611
 PQ1611;                    North         East    Units  Estimated Accuracy
 PQ1611;SPC MN S     -   270,490.      731,430.      MT  (+/- 180 meters Scaled)
 PQ1611
 PQ1611                          SUPERSEDED SURVEY CONTROL
 PQ1611
 PQ1611.No superseded survey control is available for this station.
 PQ1611
 PQ1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK519325(NAD 83)
 PQ1611_MARKER: DV = VERTICAL CONTROL DISK
 PQ1611_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1611_SP_SET: ALUMINUM ALLOY ROD
 PQ1611_STAMPING: 6506 L 1987
 PQ1611_MARK LOGO: MNDT  
 PQ1611_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1611
 PQ1611  HISTORY     - Date     Condition        Report By
 PQ1611  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1611
 PQ1611                          STATION DESCRIPTION
 PQ1611
 PQ1611'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1611'THE MARK IS LOCATED ABOUT 1 MILE (1.6 KM) EAST OF THE TOWN OF
 PQ1611'FRANKLIN, IN THE SW 1/4 OF SECTION 6, T112N, R33W, 1.35 MILES
 PQ1611'(2.17 KM) EAST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH COUNTY
 PQ1611'ROAD 5 AT THE NORTHWEST EDGE OF FRANKLIN.  THE MARK, A STANDARD MNDT
 PQ1611'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---6506 L 1987---, IS
 PQ1611'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM
 PQ1611'ROD THAT IS BURIED 0.2 FOOT (6.1 CM) BELOW THE SURFACE OF THE GROUND
 PQ1611'AND IS ABOUT 3 FEET (0.9 M) ABOVE THE LEVEL OF TRUNK HIGHWAY 19.  THE
 PQ1611'MARK IS 64.0 FEET (19.5 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY
 PQ1611'19 AT MILEPOINT 85.6, 23.4 FEET (7.1 M) NORTH OF THE NORTH RAIL OF
 PQ1611'THE RAILROAD, 13.5 FEET (4.1 M) EAST OF THE CENTER OF A FIELD
 PQ1611'ENTRANCE, 5.6 FEET (1.7 M) WEST-SOUTHWEST OF A POWER POLE WITH ANCHOR
 PQ1611'WIRES, AND 1.0 FOOT (0.3 M) NORTH OF A STEEL WITNESS POST.  A MAGNET
 PQ1611'IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1612 ***********************************************************************
 PQ1612  DESIGNATION -  6506 M
 PQ1612  PID         -  PQ1612
 PQ1612  STATE/COUNTY-  MN/RENVILLE
 PQ1612  USGS QUAD   -  MORTON SE (1983)
 PQ1612
 PQ1612                         *CURRENT SURVEY CONTROL
 PQ1612  ___________________________________________________________________
 PQ1612* NAD 83(1996)-  44 31 46.99597(N)    094 50 47.27809(W)     ADJUSTED  
 PQ1612* NAVD 88     -       309.532  (meters)    1015.52   (feet)  ADJUSTED  
 PQ1612  ___________________________________________________________________
 PQ1612  X           -    -384,799.214 (meters)                     COMP
 PQ1612  Y           -  -4,538,309.512 (meters)                     COMP
 PQ1612  Z           -   4,450,440.888 (meters)                     COMP
 PQ1612  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 PQ1612  ELLIP HEIGHT-         281.86  (meters)          (09/16/03) GPS OBS
 PQ1612  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 PQ1612  DYNAMIC HT  -         309.489 (meters)    1015.38  (feet)  COMP
 PQ1612  MODELED GRAV-     980,469.2   (mgal)                       NAVD 88
 PQ1612
 PQ1612  HORZ ORDER  -  FIRST
 PQ1612  VERT ORDER  -  SECOND    CLASS I
 PQ1612  ELLP ORDER  -  THIRD     CLASS I
 PQ1612
 PQ1612.The horizontal coordinates were established by GPS observations
 PQ1612.and adjusted by the MN DEPT OF TRANSP in September 2003..
 PQ1612
 PQ1612.The orthometric height was determined by differential leveling
 PQ1612.and adjusted by the National Geodetic Survey in June 1995..
 PQ1612
 PQ1612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1612
 PQ1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1612
 PQ1612.The ellipsoidal height was determined by GPS observations
 PQ1612.and is referenced to NAD 83.
 PQ1612
 PQ1612.The geoid height was determined by GEOID03.
 PQ1612
 PQ1612.The dynamic height is computed by dividing the NAVD 88
 PQ1612.geopotential number by the normal gravity value computed on the
 PQ1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1612.degrees latitude (g = 980.6199 gals.).
 PQ1612
 PQ1612.The modeled gravity was interpolated from observed gravity values.
 PQ1612
 PQ1612;                    North         East     Units Scale Factor Converg.
 PQ1612;SPC MN S     -   270,317.728   732,721.567   MT  0.99992216   -0 35 35.9
 PQ1612;UTM  15      - 4,932,368.719   353,284.231   MT  0.99986472   -1 17 42.4
 PQ1612
 PQ1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1612!SPC MN S     -   0.99995581  x   0.99992216  =   0.99987797
 PQ1612!UTM  15      -   0.99995581  x   0.99986472  =   0.99982053
 PQ1612
 PQ1612                          SUPERSEDED SURVEY CONTROL
 PQ1612
 PQ1612  NAVD 88 (09/16/03)  309.53   (m)         1015.5    (f) LEVELING    3  
 PQ1612
 PQ1612.Superseded values are not recommended for survey control.
 PQ1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1612.See file dsdata.txt to determine how the superseded data were derived.
 PQ1612
 PQ1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5328432369(NAD 83)
 PQ1612_MARKER: DV = VERTICAL CONTROL DISK
 PQ1612_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1612_SP_SET: ALUMINUM ALLOY ROD
 PQ1612_STAMPING: 6506 M 1987
 PQ1612_MARK LOGO: MNDT  
 PQ1612_PROJECTION: RECESSED 5 CENTIMETERS
 PQ1612_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1612+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 PQ1612_ROD/PIPE-DEPTH:  7.6 meters
 PQ1612
 PQ1612  HISTORY     - Date     Condition        Report By
 PQ1612  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1612  HISTORY     - 19920401 GOOD             MNDT
 PQ1612  HISTORY     - 20030814 GOOD             MNDT
 PQ1612
 PQ1612                          STATION DESCRIPTION
 PQ1612
 PQ1612'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1612'THE MARK IS LOCATED ABOUT 6.5 MILES (10.5 KM) WEST OF THE TOWN OF
 PQ1612'FAIRFAX, IN THE SE 1/4 OF SECTION 6, T112N, R33W, ON THE WEST
 PQ1612'RIGHT-OF-WAY OF A GRAVEL ROAD, 6.7 MILES (10.8 KM) WEST ALONG TRUNK
 PQ1612'HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK HIGHWAY 4 IN FAIRFAX.  THE
 PQ1612'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1612'STAMPED---6506 M 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1612'DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS BURIED 0.2 FOOT
 PQ1612'(6.1 CM) BELOW THE GRAVEL ROAD.  THE MARK IS ABOUT 490 FEET
 PQ1612'(149.4 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT
 PQ1612'86.3, 28 FEET (8.5 M) WEST OF THE CENTER OF A GRAVEL ROAD, 3.3 FEET
 PQ1612'(1.0 M) NORTH-NORTHEAST OF A POWER POLE, AND 1.2 FEET (0.4 M)
 PQ1612'SOUTH-SOUTHEAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 PQ1612'THE MARK MAGNETIC.
 PQ1612
 PQ1612                          STATION RECOVERY (1992)
 PQ1612
 PQ1612'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (WAS)
 PQ1612'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PQ1612
 PQ1612                          STATION RECOVERY (2003)
 PQ1612
 PQ1612'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ1612'6.7 MILES WEST ON TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19
 PQ1612'AND TRUNK HIGHWAY 4 AT FAIRFAX, AT TRUNK HIGHWAY 19 MILEPOINT 86.3,
 PQ1612'490 FEET SOUTH OF TRUNK HIGHWAY 19, 28 FEET WEST OF GRAVEL ROAD, 3.3
 PQ1612'FEET NORTH-NORTHEAST OF POWER POLE, 1.2 FEET SOUTH-SOUTHEAST OF
 PQ1612'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1613 ***********************************************************************
 PQ1613  DESIGNATION -  6506 N
 PQ1613  PID         -  PQ1613
 PQ1613  STATE/COUNTY-  MN/RENVILLE
 PQ1613  USGS QUAD   -  MORTON SE (1983)
 PQ1613
 PQ1613                         *CURRENT SURVEY CONTROL
 PQ1613  ___________________________________________________________________
 PQ1613* NAD 83(1996)-  44 31 47.08805(N)    094 49 34.87880(W)     ADJUSTED  
 PQ1613* NAVD 88     -       310.815  (meters)    1019.73   (feet)  ADJUSTED  
 PQ1613  ___________________________________________________________________
 PQ1613  X           -    -383,206.144 (meters)                     COMP
 PQ1613  Y           -  -4,538,443.213 (meters)                     COMP
 PQ1613  Z           -   4,450,443.805 (meters)                     COMP
 PQ1613  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 PQ1613  ELLIP HEIGHT-         283.13  (meters)          (09/16/03) GPS OBS
 PQ1613  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 PQ1613  DYNAMIC HT  -         310.771 (meters)    1019.59  (feet)  COMP
 PQ1613  MODELED GRAV-     980,469.2   (mgal)                       NAVD 88
 PQ1613
 PQ1613  HORZ ORDER  -  FIRST
 PQ1613  VERT ORDER  -  SECOND    CLASS I
 PQ1613  ELLP ORDER  -  THIRD     CLASS I
 PQ1613
 PQ1613.The horizontal coordinates were established by GPS observations
 PQ1613.and adjusted by the MN DEPT OF TRANSP in September 2003..
 PQ1613
 PQ1613.The orthometric height was determined by differential leveling
 PQ1613.and adjusted by the National Geodetic Survey in June 1995..
 PQ1613
 PQ1613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1613
 PQ1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1613
 PQ1613.The ellipsoidal height was determined by GPS observations
 PQ1613.and is referenced to NAD 83.
 PQ1613
 PQ1613.The geoid height was determined by GEOID03.
 PQ1613
 PQ1613.The dynamic height is computed by dividing the NAVD 88
 PQ1613.geopotential number by the normal gravity value computed on the
 PQ1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1613.degrees latitude (g = 980.6199 gals.).
 PQ1613
 PQ1613.The modeled gravity was interpolated from observed gravity values.
 PQ1613
 PQ1613;                    North         East     Units Scale Factor Converg.
 PQ1613;SPC MN S     -   270,304.214   734,319.987   MT  0.99992216   -0 34 45.2
 PQ1613;UTM  15      - 4,932,335.631   354,882.269   MT  0.99985898   -1 16 51.6
 PQ1613
 PQ1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1613!SPC MN S     -   0.99995561  x   0.99992216  =   0.99987777
 PQ1613!UTM  15      -   0.99995561  x   0.99985898  =   0.99981459
 PQ1613
 PQ1613                          SUPERSEDED SURVEY CONTROL
 PQ1613
 PQ1613  NAVD 88 (09/16/03)  310.81   (m)         1019.7    (f) LEVELING    3  
 PQ1613
 PQ1613.Superseded values are not recommended for survey control.
 PQ1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1613.See file dsdata.txt to determine how the superseded data were derived.
 PQ1613
 PQ1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5488232336(NAD 83)
 PQ1613_MARKER: DV = VERTICAL CONTROL DISK
 PQ1613_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1613_SP_SET: ALUMINUM ALLOY ROD
 PQ1613_STAMPING: 6506 N 1987
 PQ1613_MARK LOGO: MNDT  
 PQ1613_PROJECTION: RECESSED 3 CENTIMETERS
 PQ1613_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1613+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1994
 PQ1613_ROD/PIPE-DEPTH:  7.6 meters
 PQ1613
 PQ1613  HISTORY     - Date     Condition        Report By
 PQ1613  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1613  HISTORY     - 19940401 GOOD             MNDT
 PQ1613
 PQ1613                          STATION DESCRIPTION
 PQ1613
 PQ1613'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1613'THE MARK IS LOCATED ABOUT 5.5 MILES (8.9 KM) WEST OF THE TOWN OF
 PQ1613'FAIRFAX, IN THE SE 1/4 OF SECTION 5, T112N, R33W, ALONG THE CHICAGO
 PQ1613'AND NORTH WESTERN RAILWAY, IN THE SOUTHWEST QUADRANT OF THE
 PQ1613'INTERSECTION OF TRUNK HIGHWAY 19 AND COUNTY ROAD 3, 5.7 MILES
 PQ1613'(9.2 KM) WEST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK
 PQ1613'HIGHWAY 4 IN FAIRFAX.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1613'CONTROL MONUMENT DISK STAMPED---6506 N 1987---, IS SET ON THE TOP OF
 PQ1613'A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS
 PQ1613'BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE OF THE GROUND AND IS ABOUT
 PQ1613'LEVEL WITH THE RAILROAD TRACK AND COUNTY ROAD 3.  THE MARK IS 145.5
 PQ1613'FEET (44.3 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT
 PQ1613'MILEPOINT 87.3, 42 FEET (12.8 M) WEST OF THE CENTER OF COUNTY ROAD 3,
 PQ1613'53.5 FEET (16.3 M) SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 66.0 FEET
 PQ1613'(20.1 M) WEST OF AN ANCHOR POLE, 3.7 FEET (1.1 M) EAST OF POWER POLE
 PQ1613'NUMBER 52CZB2A1, AND 1.0 FOOT (0.3 M) NORTH OF A STEEL WITNESS POST.
 PQ1613'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1613
 PQ1613                          STATION RECOVERY (1994)
 PQ1613
 PQ1613'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 PQ1613'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1614 ***********************************************************************
 PQ1614  DESIGNATION -  6506 P
 PQ1614  PID         -  PQ1614
 PQ1614  STATE/COUNTY-  MN/RENVILLE
 PQ1614  USGS QUAD   -  MORTON SE (1983)
 PQ1614
 PQ1614                         *CURRENT SURVEY CONTROL
 PQ1614  ___________________________________________________________________
 PQ1614* NAD 83(1996)-  44 31 44.54220(N)    094 48 21.51953(W)     ADJUSTED  
 PQ1614* NAVD 88     -       314.608  (meters)    1032.18   (feet)  ADJUSTED  
 PQ1614  ___________________________________________________________________
 PQ1614  X           -    -381,596.840 (meters)                     COMP
 PQ1614  Y           -  -4,538,636.826 (meters)                     COMP
 PQ1614  Z           -   4,450,390.438 (meters)                     COMP
 PQ1614  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 PQ1614  ELLIP HEIGHT-         286.92  (meters)          (07/31/06) GPS OBS
 PQ1614  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 PQ1614  DYNAMIC HT  -         314.564 (meters)    1032.03  (feet)  COMP
 PQ1614  MODELED GRAV-     980,469.4   (mgal)                       NAVD 88
 PQ1614
 PQ1614  HORZ ORDER  -  FIRST
 PQ1614  VERT ORDER  -  SECOND    CLASS I
 PQ1614  ELLP ORDER  -  THIRD     CLASS II
 PQ1614
 PQ1614.The horizontal coordinates were established by GPS observations
 PQ1614.and adjusted by the MN DEPT OF TRANSP in July 2006..
 PQ1614
 PQ1614.The orthometric height was determined by differential leveling
 PQ1614.and adjusted by the National Geodetic Survey in June 1995..
 PQ1614
 PQ1614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1614
 PQ1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1614
 PQ1614.The ellipsoidal height was determined by GPS observations
 PQ1614.and is referenced to NAD 83.
 PQ1614
 PQ1614.The geoid height was determined by GEOID03.
 PQ1614
 PQ1614.The dynamic height is computed by dividing the NAVD 88
 PQ1614.geopotential number by the normal gravity value computed on the
 PQ1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1614.degrees latitude (g = 980.6199 gals.).
 PQ1614
 PQ1614.The modeled gravity was interpolated from observed gravity values.
 PQ1614
 PQ1614;                    North         East     Units Scale Factor Converg.
 PQ1614;SPC MN S     -   270,209.469   735,938.801   MT  0.99992215   -0 33 53.8
 PQ1614;UTM  15      - 4,932,221.073   356,499.694   MT  0.99985324   -1 16 00.1
 PQ1614
 PQ1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1614!SPC MN S     -   0.99995501  x   0.99992215  =   0.99987717
 PQ1614!UTM  15      -   0.99995501  x   0.99985324  =   0.99980826
 PQ1614
 PQ1614                          SUPERSEDED SURVEY CONTROL
 PQ1614
 PQ1614  NAD 83(1996)-  44 31 44.54244(N)    094 48 21.51872(W) AD(       ) 1
 PQ1614  ELLIP H (09/16/03)  286.92   (m)                       GP(       ) 3 1
 PQ1614  NAVD 88 (09/16/03)  314.61   (m)         1032.2    (f) LEVELING    3  
 PQ1614
 PQ1614.Superseded values are not recommended for survey control.
 PQ1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1614.See file dsdata.txt to determine how the superseded data were derived.
 PQ1614
 PQ1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5650032221(NAD 83)
 PQ1614_MARKER: DV = VERTICAL CONTROL DISK
 PQ1614_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1614_SP_SET: ALUMINUM ALLOY ROD
 PQ1614_STAMPING: 6506 P 1987
 PQ1614_MARK LOGO: MNDT  
 PQ1614_PROJECTION: RECESSED 3 CENTIMETERS
 PQ1614_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1614+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 PQ1614_ROD/PIPE-DEPTH:  7.6 meters
 PQ1614
 PQ1614  HISTORY     - Date     Condition        Report By
 PQ1614  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1614  HISTORY     - 19920401 GOOD             MNDT
 PQ1614  HISTORY     - 20050719 GOOD             MNDT
 PQ1614
 PQ1614                          STATION DESCRIPTION
 PQ1614
 PQ1614'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1614'THE MARK IS LOCATED ABOUT 4.5 MILES (7.2 KM) WEST OF THE TOWN OF
 PQ1614'FAIRFAX, IN THE SE 1/4 OF SECTION 4, T112N, R33W, IN THE SOUTHWEST
 PQ1614'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 19 AND A GRAVEL ROAD,
 PQ1614'4.7 MILES (7.6 KM) WEST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH
 PQ1614'TRUNK HIGHWAY 4 AT FAIRFAX.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1614'VERTICAL CONTROL MONUMENT DISK STAMPED---6506 P 1987---, IS SET THE
 PQ1614'ON TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ROD
 PQ1614'THAT IS BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE OF THE GROUND AND
 PQ1614'IS ABOUT 2 FEET (0.6 M) BELOW THE LEVEL OF TRUNK HIGHWAY 19.  THE
 PQ1614'MARK IS 71.0 FEET (21.6 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY
 PQ1614'19 AT MILEPOINT 88.3, 16.4 FEET (5.0 M) NORTH OF THE NORTH RAIL, 18.0
 PQ1614'FEET (5.5 M) WEST OF THE CENTER OF A GRAVEL ROAD, 57.9 FEET (17.6 M)
 PQ1614'NORTH-NORTHEAST OF A TELEPHONE CABLE PEDESTAL, 8.2 FEET (2.5 M) SOUTH
 PQ1614'OF A STEEL RAILROAD CROSSING SIGN POST, AND 0.7 FOOT (21.3 CM) EAST
 PQ1614'OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1614'MAGNETIC.
 PQ1614
 PQ1614                          STATION RECOVERY (1992)
 PQ1614
 PQ1614'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (WAS)
 PQ1614'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PQ1614
 PQ1614                          STATION RECOVERY (2005)
 PQ1614
 PQ1614'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (CDO)
 PQ1614'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1614'THE MARK IS 4.7 MILES (7.6 KM) WEST OF FAIRFAX, 4.7 MILES (7.6 KM)
 PQ1614'WEST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND
 PQ1614'TRUNK HIGHWAY 4 AT FAIRFAX, AT TRUNK HIGHWAY 19 MILEPOINT 88.3, 71.0
 PQ1614'FEET (21.6 M) SOUTH OF TRUNK HIGHWAY 19, 16.4 FEET (5.0 M) NORTH OF
 PQ1614'NORTH RAIL OF RAILROAD TRACKS, 18.0 FEET (5.5 M) WEST OF GRAVEL ROAD,
 PQ1614'57.9 FEET (17.6 M) NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL, 4.8
 PQ1614'FEET (1.5 M) SOUTH-SOUTHEAST OF WOOD RAILROAD CROSSING SIGN POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1615 ***********************************************************************
 PQ1615  DESIGNATION -  6506 Q
 PQ1615  PID         -  PQ1615
 PQ1615  STATE/COUNTY-  MN/RENVILLE
 PQ1615  USGS QUAD   -  MORTON SE (1983)
 PQ1615
 PQ1615                         *CURRENT SURVEY CONTROL
 PQ1615  ___________________________________________________________________
 PQ1615* NAD 83(1986)-  44 31 43.     (N)    094 47 17.     (W)     SCALED    
 PQ1615* NAVD 88     -       311.400  (meters)    1021.65   (feet)  ADJUSTED  
 PQ1615  ___________________________________________________________________
 PQ1615  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 PQ1615  DYNAMIC HT  -         311.356 (meters)    1021.51  (feet)  COMP
 PQ1615  MODELED GRAV-     980,469.5   (mgal)                       NAVD 88
 PQ1615
 PQ1615  VERT ORDER  -  SECOND    CLASS I
 PQ1615
 PQ1615.The horizontal coordinates were scaled from a topographic map and have
 PQ1615.an estimated accuracy of +/- 6 seconds.
 PQ1615
 PQ1615.The orthometric height was determined by differential leveling
 PQ1615.and adjusted by the National Geodetic Survey in June 1995..
 PQ1615
 PQ1615.The geoid height was determined by GEOID03.
 PQ1615
 PQ1615.The dynamic height is computed by dividing the NAVD 88
 PQ1615.geopotential number by the normal gravity value computed on the
 PQ1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1615.degrees latitude (g = 980.6199 gals.).
 PQ1615
 PQ1615.The modeled gravity was interpolated from observed gravity values.
 PQ1615
 PQ1615;                    North         East    Units  Estimated Accuracy
 PQ1615;SPC MN S     -   270,150.      737,360.      MT  (+/- 180 meters Scaled)
 PQ1615
 PQ1615                          SUPERSEDED SURVEY CONTROL
 PQ1615
 PQ1615.No superseded survey control is available for this station.
 PQ1615
 PQ1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK579321(NAD 83)
 PQ1615_MARKER: DV = VERTICAL CONTROL DISK
 PQ1615_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1615_SP_SET: BRDG HEADWALL
 PQ1615_STAMPING: 6506 Q 1987
 PQ1615_MARK LOGO: MNDT  
 PQ1615_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1615
 PQ1615  HISTORY     - Date     Condition        Report By
 PQ1615  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1615  HISTORY     - 1990     GOOD             MNDT
 PQ1615
 PQ1615                          STATION DESCRIPTION
 PQ1615
 PQ1615'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1615'THE MARK IS LOCATED ABOUT 3.75 MILES (6.03 KM) WEST OF THE TOWN OF
 PQ1615'FAIRFAX, IN THE NE 1/4 OF SECTION 10, T112N, R33W, IN THE HEADWALL AT
 PQ1615'THE SOUTHEAST CORNER OF THE TRUNK HIGHWAY 19 BRIDGE OVER FORT RIDGELY
 PQ1615'CREEK, 3.8 MILES (6.1 KM) WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 PQ1615'JUNCTION WITH TRUNK HIGHWAY 4 IN FAIRFAX.  THE MARK, A STANDARD MNDT
 PQ1615'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---6506 Q 1987---, IS
 PQ1615'SET FLUSH IN A DRILL HOLE IN THE HEADWALL AT THE SOUTHEAST CORNER OF
 PQ1615'THE BRIDGE AND IS ABOUT 4 FEET (1.2 M) BELOW THE LEVEL OF TRUNK
 PQ1615'HIGHWAY 19.  THE MARK IS 61.0 FEET (18.6 M) SOUTH OF THE CENTERLINE
 PQ1615'OF TRUNK HIGHWAY 19 AT MILEPOINT 89.2 AND 0.5 FOOT (15.2 CM) WEST OF
 PQ1615'THE EAST END OF THE HEADWALL.
 PQ1615
 PQ1615                          STATION RECOVERY (1990)
 PQ1615
 PQ1615'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (DKH)
 PQ1615'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1616 ***********************************************************************
 PQ1616  DESIGNATION -  6506 R
 PQ1616  PID         -  PQ1616
 PQ1616  STATE/COUNTY-  MN/RENVILLE
 PQ1616  USGS QUAD   -  MORTON SE (1983)
 PQ1616
 PQ1616                         *CURRENT SURVEY CONTROL
 PQ1616  ___________________________________________________________________
 PQ1616* NAD 83(1986)-  44 31 42.     (N)    094 47 08.     (W)     SCALED    
 PQ1616* NAVD 88     -       312.932  (meters)    1026.68   (feet)  ADJUSTED  
 PQ1616  ___________________________________________________________________
 PQ1616  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 PQ1616  DYNAMIC HT  -         312.888 (meters)    1026.53  (feet)  COMP
 PQ1616  MODELED GRAV-     980,469.4   (mgal)                       NAVD 88
 PQ1616
 PQ1616  VERT ORDER  -  SECOND    CLASS I
 PQ1616
 PQ1616.The horizontal coordinates were scaled from a topographic map and have
 PQ1616.an estimated accuracy of +/- 6 seconds.
 PQ1616
 PQ1616.The orthometric height was determined by differential leveling
 PQ1616.and adjusted by the National Geodetic Survey in June 1995..
 PQ1616
 PQ1616.The geoid height was determined by GEOID03.
 PQ1616
 PQ1616.The dynamic height is computed by dividing the NAVD 88
 PQ1616.geopotential number by the normal gravity value computed on the
 PQ1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1616.degrees latitude (g = 980.6199 gals.).
 PQ1616
 PQ1616.The modeled gravity was interpolated from observed gravity values.
 PQ1616
 PQ1616;                    North         East    Units  Estimated Accuracy
 PQ1616;SPC MN S     -   270,120.      737,560.      MT  (+/- 180 meters Scaled)
 PQ1616
 PQ1616                          SUPERSEDED SURVEY CONTROL
 PQ1616
 PQ1616.No superseded survey control is available for this station.
 PQ1616
 PQ1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK581321(NAD 83)
 PQ1616_MARKER: DV = VERTICAL CONTROL DISK
 PQ1616_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1616_SP_SET: ALUMINUM ALLOY ROD
 PQ1616_STAMPING: 6506 R 1987
 PQ1616_MARK LOGO: MNDT  
 PQ1616_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1616
 PQ1616  HISTORY     - Date     Condition        Report By
 PQ1616  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1616
 PQ1616                          STATION DESCRIPTION
 PQ1616
 PQ1616'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1616'THE MARK IS LOCATED ABOUT 3.5 MILES (5.6 KM) WEST OF THE TOWN OF
 PQ1616'FAIRFAX, IN THE NW 1/4 OF SECTION 11, T112N, R33W, ALONG THE CHICAGO
 PQ1616'AND NORTH WESTERN RAILWAY, IN THE SOUTHEAST QUADRANT OF THE
 PQ1616'INTERSECTION OF TRUNK HIGHWAY 19 AND A GRAVEL ROAD, 3.7 MILES
 PQ1616'(6.0 KM) WEST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK
 PQ1616'HIGHWAY 4 IN FAIRFAX.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1616'CONTROL MONUMENT DISK STAMPED---6506 R 1987---, IS SET ON THE TOP OF
 PQ1616'A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS FLUSH
 PQ1616'WITH THE SURFACE OF THE GROUND AND ABOUT 3 FEET (0.9 M) BELOW THE
 PQ1616'LEVEL OF THE GRAVEL ROAD. THE MARK IS 176.5 FEET (53.8 M) SOUTH OF
 PQ1616'THE CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT 89.3, 31.0 FEET
 PQ1616'(9.4 M) EAST OF THE CENTER OF A GRAVEL ROAD, 48.7 FEET (14.8 M) SOUTH
 PQ1616'OF THE SOUTH RAIL OF THE RAILROAD, 2.6 FEET (0.8 M) WEST OF A POWER
 PQ1616'POLE WITH ANCHOR WIRES, 55.6 FEET (16.9 M) EAST-NORTHEAST OF A
 PQ1616'TELEPHONE CABLE PEDESTAL, AND 0.7 FOOT (21.3 CM) NORTH OF A STEEL
 PQ1616'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1617 ***********************************************************************
 PQ1617  DESIGNATION -  6506 S
 PQ1617  PID         -  PQ1617
 PQ1617  STATE/COUNTY-  MN/RENVILLE
 PQ1617  USGS QUAD   -  MORTON SE (1983)
 PQ1617
 PQ1617                         *CURRENT SURVEY CONTROL
 PQ1617  ___________________________________________________________________
 PQ1617* NAD 83(1986)-  44 31 42.     (N)    094 46 14.     (W)     SCALED    
 PQ1617* NAVD 88     -       310.864  (meters)    1019.89   (feet)  ADJUSTED  
 PQ1617  ___________________________________________________________________
 PQ1617  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 PQ1617  DYNAMIC HT  -         310.820 (meters)    1019.75  (feet)  COMP
 PQ1617  MODELED GRAV-     980,469.6   (mgal)                       NAVD 88
 PQ1617
 PQ1617  VERT ORDER  -  SECOND    CLASS I
 PQ1617
 PQ1617.The horizontal coordinates were scaled from a topographic map and have
 PQ1617.an estimated accuracy of +/- 6 seconds.
 PQ1617
 PQ1617.The orthometric height was determined by differential leveling
 PQ1617.and adjusted by the National Geodetic Survey in June 1995..
 PQ1617
 PQ1617.The geoid height was determined by GEOID03.
 PQ1617
 PQ1617.The dynamic height is computed by dividing the NAVD 88
 PQ1617.geopotential number by the normal gravity value computed on the
 PQ1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1617.degrees latitude (g = 980.6199 gals.).
 PQ1617
 PQ1617.The modeled gravity was interpolated from observed gravity values.
 PQ1617
 PQ1617;                    North         East    Units  Estimated Accuracy
 PQ1617;SPC MN S     -   270,100.      738,750.      MT  (+/- 180 meters Scaled)
 PQ1617
 PQ1617                          SUPERSEDED SURVEY CONTROL
 PQ1617
 PQ1617.No superseded survey control is available for this station.
 PQ1617
 PQ1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK593320(NAD 83)
 PQ1617_MARKER: DV = VERTICAL CONTROL DISK
 PQ1617_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1617_SP_SET: BOX CULVERT HEADWALL
 PQ1617_STAMPING: 6506 S 1987
 PQ1617_MARK LOGO: MNDT  
 PQ1617_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1617+STABILITY: SURFACE MOTION
 PQ1617
 PQ1617  HISTORY     - Date     Condition        Report By
 PQ1617  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1617
 PQ1617                          STATION DESCRIPTION
 PQ1617
 PQ1617'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1617'THE MARK IS LOCATED ABOUT 3 MILES (4.8 KM) WEST OF THE TOWN OF
 PQ1617'FAIRFAX, IN THE NE 1/4 OF SECTION 11, T112N, R33W, IN THE SOUTHEAST
 PQ1617'HEADWALL OF A TRUNK HIGHWAY 19 BOX CULVERT, 2.95 MILES (4.75 KM) WEST
 PQ1617'ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK HIGHWAY 4 IN
 PQ1617'FAIRFAX.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1617'MONUMENT DISK STAMPED---6506 S 1987---, IS SET FLUSH IN A DRILL HOLE
 PQ1617'IN THE TOP OF THE SOUTHEAST HEADWALL OF THE BOX CULVERT AND IS ABOUT
 PQ1617'4 FEET (1.2 M) BELOW THE LEVEL OF TRUNK HIGHWAY 19.  THE MARK IS 45.5
 PQ1617'FEET (13.9 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT
 PQ1617'MILEPOINT 90.05, 0.4 FOOT (12.2 CM) WEST OF THE EAST END OF THE
 PQ1617'HEADWALL, 17.0 FEET (5.2 M) SOUTHWEST OF THE SOUTH POST OF 2 POSTS
 PQ1617'FOR A NO PASSING ZONE SIGN, AND 0.9 FOOT (27.4 CM) WEST OF A STEEL
 PQ1617'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1618 ***********************************************************************
 PQ1618  DESIGNATION -  6506 T
 PQ1618  PID         -  PQ1618
 PQ1618  STATE/COUNTY-  MN/RENVILLE
 PQ1618  USGS QUAD   -  MORTON SE (1983)
 PQ1618
 PQ1618                         *CURRENT SURVEY CONTROL
 PQ1618  ___________________________________________________________________
 PQ1618* NAD 83(1986)-  44 31 44.     (N)    094 45 27.     (W)     SCALED    
 PQ1618* NAVD 88     -       314.914  (meters)    1033.18   (feet)  ADJUSTED  
 PQ1618  ___________________________________________________________________
 PQ1618  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 PQ1618  DYNAMIC HT  -         314.870 (meters)    1033.04  (feet)  COMP
 PQ1618  MODELED GRAV-     980,469.8   (mgal)                       NAVD 88
 PQ1618
 PQ1618  VERT ORDER  -  SECOND    CLASS I
 PQ1618
 PQ1618.The horizontal coordinates were scaled from a topographic map and have
 PQ1618.an estimated accuracy of +/- 6 seconds.
 PQ1618
 PQ1618.The orthometric height was determined by differential leveling
 PQ1618.and adjusted by the National Geodetic Survey in June 1995..
 PQ1618
 PQ1618.The geoid height was determined by GEOID03.
 PQ1618
 PQ1618.The dynamic height is computed by dividing the NAVD 88
 PQ1618.geopotential number by the normal gravity value computed on the
 PQ1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1618.degrees latitude (g = 980.6199 gals.).
 PQ1618
 PQ1618.The modeled gravity was interpolated from observed gravity values.
 PQ1618
 PQ1618;                    North         East    Units  Estimated Accuracy
 PQ1618;SPC MN S     -   270,160.      739,790.      MT  (+/- 180 meters Scaled)
 PQ1618
 PQ1618                          SUPERSEDED SURVEY CONTROL
 PQ1618
 PQ1618.No superseded survey control is available for this station.
 PQ1618
 PQ1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK603321(NAD 83)
 PQ1618_MARKER: DV = VERTICAL CONTROL DISK
 PQ1618_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1618_SP_SET: ALUMINUM ALLOY ROD
 PQ1618_STAMPING: 6506 T 1987
 PQ1618_MARK LOGO: MNDT  
 PQ1618_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1618
 PQ1618  HISTORY     - Date     Condition        Report By
 PQ1618  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1618
 PQ1618                          STATION DESCRIPTION
 PQ1618
 PQ1618'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1618'THE MARK IS LOCATED ABOUT 2 MILES (3.2 KM) WEST OF THE TOWN OF
 PQ1618'FAIRFAX, IN THE SW 1/4 OF SECTION 1, T112N, R33W, AT THE SOUTHWEST
 PQ1618'EDGE OF A SMALL GROVE OF TREES, 2.25 MILES (3.62 KM) WEST ALONG
 PQ1618'TRUNK HIGWAY 19 FROM ITS JUNCTION WITH TRUNK HIGHWAY 4 IN FAIRFAX.
 PQ1618'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1618'STAMPED---6506 T 1987---, IS SET ON THE TOP OF A DIRVEN 3/4-INCH BY
 PQ1618'30-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE
 PQ1618'GROUND AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 19. THE MARK IS 63.5
 PQ1618'FEET (19.4 M) NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT
 PQ1618'MILEPOINT 90.7, 20.0 FEET (6.1 M) EAST OF THE CENTER OF AN EXTENDED
 PQ1618'FIELD ENTRANCE, AND 1.3 FEET (0.4 M) SOUTH OF A STEEL WITNESS POST. A
 PQ1618'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1619 ***********************************************************************
 PQ1619  DESIGNATION -  6506 U
 PQ1619  PID         -  PQ1619
 PQ1619  STATE/COUNTY-  MN/RENVILLE
 PQ1619  USGS QUAD   -  FAIRFAX (1964)
 PQ1619
 PQ1619                         *CURRENT SURVEY CONTROL
 PQ1619  ___________________________________________________________________
 PQ1619* NAD 83(1996)-  44 31 43.66271(N)    094 44 35.67999(W)     ADJUSTED  
 PQ1619* NAVD 88     -       316.193  (meters)    1037.38   (feet)  ADJUSTED  
 PQ1619  ___________________________________________________________________
 PQ1619  X           -    -376,628.921 (meters)                     COMP
 PQ1619  Y           -  -4,539,071.998 (meters)                     COMP
 PQ1619  Z           -   4,450,372.178 (meters)                     COMP
 PQ1619  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 PQ1619  ELLIP HEIGHT-         288.48  (meters)          (07/31/03) GPS OBS
 PQ1619  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 PQ1619  DYNAMIC HT  -         316.149 (meters)    1037.23  (feet)  COMP
 PQ1619  MODELED GRAV-     980,470.0   (mgal)                       NAVD 88
 PQ1619
 PQ1619  HORZ ORDER  -  FIRST
 PQ1619  VERT ORDER  -  SECOND    CLASS I
 PQ1619  ELLP ORDER  -  THIRD     CLASS II
 PQ1619
 PQ1619.The horizontal coordinates were established by GPS observations
 PQ1619.and adjusted by the MN DEPT OF TRANSP in July 2003..
 PQ1619
 PQ1619.The orthometric height was determined by differential leveling
 PQ1619.and adjusted by the National Geodetic Survey in June 1995..
 PQ1619
 PQ1619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1619
 PQ1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1619
 PQ1619.The ellipsoidal height was determined by GPS observations
 PQ1619.and is referenced to NAD 83.
 PQ1619
 PQ1619.The geoid height was determined by GEOID03.
 PQ1619
 PQ1619.The dynamic height is computed by dividing the NAVD 88
 PQ1619.geopotential number by the normal gravity value computed on the
 PQ1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1619.degrees latitude (g = 980.6199 gals.).
 PQ1619
 PQ1619.The modeled gravity was interpolated from observed gravity values.
 PQ1619
 PQ1619;                    North         East     Units Scale Factor Converg.
 PQ1619;SPC MN S     -   270,135.074   740,924.609   MT  0.99992215   -0 31 15.5
 PQ1619;UTM  15      - 4,932,085.631   361,483.830   MT  0.99983595   -1 13 21.6
 PQ1619
 PQ1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1619!SPC MN S     -   0.99995477  x   0.99992215  =   0.99987692
 PQ1619!UTM  15      -   0.99995477  x   0.99983595  =   0.99979073
 PQ1619
 PQ1619|---------------------------------------------------------------------|
 PQ1619| PID    Reference Object                     Distance      Geod. Az  |
 PQ1619|                                                           dddmmss.s |
 PQ1619| DF8196 COOP                                291.801 METERS 20935     |
 PQ1619|---------------------------------------------------------------------|
 PQ1619
 PQ1619                          SUPERSEDED SURVEY CONTROL
 PQ1619
 PQ1619  NAVD 88 (07/31/03)  316.19   (m)         1037.4    (f) LEVELING    3  
 PQ1619
 PQ1619.Superseded values are not recommended for survey control.
 PQ1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1619.See file dsdata.txt to determine how the superseded data were derived.
 PQ1619
 PQ1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6148432086(NAD 83)
 PQ1619_MARKER: DV = VERTICAL CONTROL DISK
 PQ1619_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1619_SP_SET: ALUMINUM ALLOY ROD
 PQ1619_STAMPING: 6506 U 1987
 PQ1619_MARK LOGO: MNDT  
 PQ1619_PROJECTION: RECESSED 13 CENTIMETERS
 PQ1619_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1619+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 PQ1619_ROD/PIPE-DEPTH:  7.6 meters
 PQ1619
 PQ1619  HISTORY     - Date     Condition        Report By
 PQ1619  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1619  HISTORY     - 20020711 GOOD             MNDT
 PQ1619  HISTORY     - 20050719 GOOD             MNDT
 PQ1619
 PQ1619                          STATION DESCRIPTION
 PQ1619
 PQ1619'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1619'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) WEST OF THE TOWN OF
 PQ1619'FAIRFAX, IN THE SW 1/4 OF SECTION 6, T112N, R32W, 1.6 MILES (2.6 KM)
 PQ1619'WEST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK HIGHWAY 4 IN
 PQ1619'FAIRFAX.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1619'MONUMENT DISK STAMPED---6506 U 1987---, IS SET ON THE TOP OF A DRIVEN
 PQ1619'3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS BURIED 0.1
 PQ1619'FOOT (3.0 CM) BELOW THE SURFACE OF THE GROUND AND IS ABOUT 1.5 FEET
 PQ1619'(0.5 M) BELOW THE LEVEL OF TRUNK HIGHWAY 19.  THE MARK IS 38.0 FEET
 PQ1619'(11.6 M) NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT
 PQ1619'91.35, 10.0 FEET (3.0 M) WEST OF THE CENTER OF A FIELD ENTRANCE, AND
 PQ1619'4.9 FEET (1.5 M) NORTH-NORTHEAST OF A STEEL WITNESS POST. A MAGNET IN
 PQ1619'THE DISK MAKES THE MARK MAGNETIC.
 PQ1619
 PQ1619                          STATION RECOVERY (2002)
 PQ1619
 PQ1619'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 PQ1619'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 PQ1619'RECESSED 5 INCHES, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 25
 PQ1619'FT.
 PQ1619
 PQ1619                          STATION RECOVERY (2005)
 PQ1619
 PQ1619'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (CDO)
 PQ1619'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1619'THE MARK IS 1.6 MILES (2.6 KM) WEST OF FAIRFAX, 1.6 MILES (2.6 KM)
 PQ1619'WEST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND
 PQ1619'TRUNK HIGHWAY 4 AT FAIRFAX, AT TRUNK HIGHWAY 19 MILEPOINT 91.35, 38.0
 PQ1619'FEET (11.6 M) NORTH OF TRUNK HIGHWAY 19, 10 FEET (3.0 M) WEST OF FIELD
 PQ1619'ENTRANCE, 4.9 FEET (1.5 M) NORTH-NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1620 ***********************************************************************
 PQ1620  DESIGNATION -  6506 V
 PQ1620  PID         -  PQ1620
 PQ1620  STATE/COUNTY-  MN/RENVILLE
 PQ1620  USGS QUAD   -  FAIRFAX (1964)
 PQ1620
 PQ1620                         *CURRENT SURVEY CONTROL
 PQ1620  ___________________________________________________________________
 PQ1620* NAD 83(1986)-  44 31 45.     (N)    094 43 54.     (W)     SCALED    
 PQ1620* NAVD 88     -       315.833  (meters)    1036.20   (feet)  ADJUSTED  
 PQ1620  ___________________________________________________________________
 PQ1620  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 PQ1620  DYNAMIC HT  -         315.789 (meters)    1036.05  (feet)  COMP
 PQ1620  MODELED GRAV-     980,470.1   (mgal)                       NAVD 88
 PQ1620
 PQ1620  VERT ORDER  -  SECOND    CLASS I
 PQ1620
 PQ1620.The horizontal coordinates were scaled from a topographic map and have
 PQ1620.an estimated accuracy of +/- 6 seconds.
 PQ1620
 PQ1620.The orthometric height was determined by differential leveling
 PQ1620.and adjusted by the National Geodetic Survey in June 1995..
 PQ1620
 PQ1620.The geoid height was determined by GEOID03.
 PQ1620
 PQ1620.The dynamic height is computed by dividing the NAVD 88
 PQ1620.geopotential number by the normal gravity value computed on the
 PQ1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1620.degrees latitude (g = 980.6199 gals.).
 PQ1620
 PQ1620.The modeled gravity was interpolated from observed gravity values.
 PQ1620
 PQ1620;                    North         East    Units  Estimated Accuracy
 PQ1620;SPC MN S     -   270,170.      741,850.      MT  (+/- 180 meters Scaled)
 PQ1620
 PQ1620                          SUPERSEDED SURVEY CONTROL
 PQ1620
 PQ1620.No superseded survey control is available for this station.
 PQ1620
 PQ1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK624321(NAD 83)
 PQ1620_MARKER: DV = VERTICAL CONTROL DISK
 PQ1620_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1620_SP_SET: ALUMINUM ALLOY ROD
 PQ1620_STAMPING: 6506 V 1987
 PQ1620_MARK LOGO: MNDT  
 PQ1620_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1620
 PQ1620  HISTORY     - Date     Condition        Report By
 PQ1620  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1620
 PQ1620                          STATION DESCRIPTION
 PQ1620
 PQ1620'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1620'THE MARK IS LOCATED ABOUT 0.5 MILE (0.8 KM) WEST OF THE TOWN OF
 PQ1620'FAIRFAX, IN THE NE 1/4 OF SECTION 7, T112N, R32W, ON THE SOUTH
 PQ1620'RIGHT-OF-WAY OF TRUNK HIGHWAY 19, AT THE NORTHWEST EDGE OF A GROVE
 PQ1620'OF TREES, 0.9 MILE (1.4 KM) WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 PQ1620'JUNCTION WITH TRUNK HIGHWAY 4 IN FAIRFAX.  THE MARK, A STANDARD MNDT
 PQ1620'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---6506 V 1987---, IS
 PQ1620'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 30-FOOT LONG ALUMINUM
 PQ1620'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 3 FEET
 PQ1620'(0.9 M) BELOW THE LEVEL OF TRUNK HIGHWAY 19. THE MARK IS 50.0 FEET
 PQ1620'(15.2 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT
 PQ1620'92.01, 96.2 FEET (29.3 M) EAST-SOUTHEAST OF MILEPOINT 92, 2.7 FEET
 PQ1620'(0.8 M) NORTHEAST OF THE NORTHEAST POST OF A FAIRFAX A GOOD PLACE TO
 PQ1620'LIVE SIGN, 1.4 FEET (0.4 M) EAST OF A RIGHT-OF-WAY SIGN POST, AND 1.0
 PQ1620'FOOT (0.3 M) WEST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 PQ1620'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1622 ***********************************************************************
 PQ1622  DESIGNATION -  6507 A
 PQ1622  PID         -  PQ1622
 PQ1622  STATE/COUNTY-  MN/RENVILLE
 PQ1622  USGS QUAD   -  FAIRFAX (1964)
 PQ1622
 PQ1622                         *CURRENT SURVEY CONTROL
 PQ1622  ___________________________________________________________________
 PQ1622* NAD 83(1986)-  44 31 44.     (N)    094 42 37.     (W)     SCALED    
 PQ1622* NAVD 88     -       318.701  (meters)    1045.60   (feet)  ADJUSTED  
 PQ1622  ___________________________________________________________________
 PQ1622  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 PQ1622  DYNAMIC HT  -         318.657 (meters)    1045.46  (feet)  COMP
 PQ1622  MODELED GRAV-     980,470.4   (mgal)                       NAVD 88
 PQ1622
 PQ1622  VERT ORDER  -  SECOND    CLASS I
 PQ1622
 PQ1622.The horizontal coordinates were scaled from a topographic map and have
 PQ1622.an estimated accuracy of +/- 6 seconds.
 PQ1622
 PQ1622.The orthometric height was determined by differential leveling
 PQ1622.and adjusted by the National Geodetic Survey in June 1995..
 PQ1622
 PQ1622.The geoid height was determined by GEOID03.
 PQ1622
 PQ1622.The dynamic height is computed by dividing the NAVD 88
 PQ1622.geopotential number by the normal gravity value computed on the
 PQ1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1622.degrees latitude (g = 980.6199 gals.).
 PQ1622
 PQ1622.The modeled gravity was interpolated from observed gravity values.
 PQ1622
 PQ1622;                    North         East    Units  Estimated Accuracy
 PQ1622;SPC MN S     -   270,120.      743,550.      MT  (+/- 180 meters Scaled)
 PQ1622
 PQ1622                          SUPERSEDED SURVEY CONTROL
 PQ1622
 PQ1622.No superseded survey control is available for this station.
 PQ1622
 PQ1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK641320(NAD 83)
 PQ1622_MARKER: DV = VERTICAL CONTROL DISK
 PQ1622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PQ1622_SP_SET: CONC FOOTING
 PQ1622_STAMPING: 6507 A 1987
 PQ1622_MARK LOGO: MNDT  
 PQ1622_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1622+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 PQ1622
 PQ1622  HISTORY     - Date     Condition        Report By
 PQ1622  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1622  HISTORY     - 20020711 GOOD             MNDT
 PQ1622
 PQ1622                          STATION DESCRIPTION
 PQ1622
 PQ1622'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1622'THE MARK IS LOCATED IN THE TOWN OF FAIRFAX, IN THE NE 1/4 OF SECTION
 PQ1622'8, T112N, R32W, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF
 PQ1622'TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 4, IN THE EAST SIDE OF A BASE OF A
 PQ1622'SIGN IN FAIRFAX.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1622'MONUMENT DISK STAMPED---6507 A 1987---, IS SET FLUSH IN A DRILL HOLE
 PQ1622'IN THE EAST SIDE OF THE NORTH 3-FOOT DIAMETER CONOCO SIGN BASE THAT
 PQ1622'PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE GROUND.  THE MARK IS 108.5 FEET
 PQ1622'(33.1 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT
 PQ1622'93.0, 117.0 FEET (35.7 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 4,
 PQ1622'72.0 FEET (21.9 M) SOUTH OF MILEPOINT 93, AND 16.0 FEET (4.9 M)
 PQ1622'SOUTH-SOUTHEAST OF A CAFE SIGN.
 PQ1622
 PQ1622                          STATION RECOVERY (2002)
 PQ1622
 PQ1622'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 PQ1622'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1623 ***********************************************************************
 PQ1623  DESIGNATION -  6507 B
 PQ1623  PID         -  PQ1623
 PQ1623  STATE/COUNTY-  MN/RENVILLE
 PQ1623  USGS QUAD   -  FAIRFAX (1964)
 PQ1623
 PQ1623                         *CURRENT SURVEY CONTROL
 PQ1623  ___________________________________________________________________
 PQ1623* NAD 83(1986)-  44 31 45.     (N)    094 41 57.     (W)     SCALED    
 PQ1623* NAVD 88     -       315.068  (meters)    1033.69   (feet)  ADJUSTED  
 PQ1623  ___________________________________________________________________
 PQ1623  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 PQ1623  DYNAMIC HT  -         315.025 (meters)    1033.54  (feet)  COMP
 PQ1623  MODELED GRAV-     980,470.6   (mgal)                       NAVD 88
 PQ1623
 PQ1623  VERT ORDER  -  SECOND    CLASS I
 PQ1623
 PQ1623.The horizontal coordinates were scaled from a topographic map and have
 PQ1623.an estimated accuracy of +/- 6 seconds.
 PQ1623
 PQ1623.The orthometric height was determined by differential leveling
 PQ1623.and adjusted by the National Geodetic Survey in June 1995..
 PQ1623
 PQ1623.The geoid height was determined by GEOID03.
 PQ1623
 PQ1623.The dynamic height is computed by dividing the NAVD 88
 PQ1623.geopotential number by the normal gravity value computed on the
 PQ1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1623.degrees latitude (g = 980.6199 gals.).
 PQ1623
 PQ1623.The modeled gravity was interpolated from observed gravity values.
 PQ1623
 PQ1623;                    North         East    Units  Estimated Accuracy
 PQ1623;SPC MN S     -   270,150.      744,430.      MT  (+/- 180 meters Scaled)
 PQ1623
 PQ1623                          SUPERSEDED SURVEY CONTROL
 PQ1623
 PQ1623.No superseded survey control is available for this station.
 PQ1623
 PQ1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK649320(NAD 83)
 PQ1623_MARKER: DV = VERTICAL CONTROL DISK
 PQ1623_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1623_SP_SET: ALUMINUM ALLOY ROD
 PQ1623_STAMPING: 6507 B 1987
 PQ1623_MARK LOGO: MNDT  
 PQ1623_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1623
 PQ1623  HISTORY     - Date     Condition        Report By
 PQ1623  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1623
 PQ1623                          STATION DESCRIPTION
 PQ1623
 PQ1623'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1623'THE MARK IS LOCATED 1 MILE (1.6 KM) EAST OF THE TOWN OF FAIRFAX, IN
 PQ1623'THE SW 1/4 OF SECTION 4, T112N, R32W, AT THE WEST END OF A DRAINAGE
 PQ1623'DITCH, 0.65 MILE (1.05 KM) EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 PQ1623'JUNCTION WITH TRUNK HIGHWAY 4 IN FAIRFAX.  THE MARK, A STANDARD MNDT
 PQ1623'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---6507 B 1987---, IS
 PQ1623'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 30-FOOT LONG ALUMINUM
 PQ1623'ROD THAT IS BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE OF THE GROUND
 PQ1623'AND IS ABOUT 2 FEET (0.6 M) BELOW THE LEVEL OF TRUNK HIGHWAY 19.  THE
 PQ1623'MARK IS 74.5 FEET (22.7 M) NORTH OF THE CENTERLINE OF TRUNK HIGHWAY
 PQ1623'19 AT MILEPOINT 96.3, 1.9 FEET (0.6 M) WEST-SOUTHWEST OF A
 PQ1623'RIGHT-OF-WAY SIGN POST, AND 1.7 FEET (0.5 M) WEST-SOUTHWEST OF A
 PQ1623'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1624 ***********************************************************************
 PQ1624  DESIGNATION -  6507 C
 PQ1624  PID         -  PQ1624
 PQ1624  STATE/COUNTY-  MN/RENVILLE
 PQ1624  USGS QUAD   -  FAIRFAX (1964)
 PQ1624
 PQ1624                         *CURRENT SURVEY CONTROL
 PQ1624  ___________________________________________________________________
 PQ1624* NAD 83(1986)-  44 31 42.     (N)    094 40 53.     (W)     SCALED    
 PQ1624* NAVD 88     -       314.640  (meters)    1032.28   (feet)  ADJUSTED  
 PQ1624  ___________________________________________________________________
 PQ1624  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 PQ1624  DYNAMIC HT  -         314.596 (meters)    1032.14  (feet)  COMP
 PQ1624  MODELED GRAV-     980,470.7   (mgal)                       NAVD 88
 PQ1624
 PQ1624  VERT ORDER  -  SECOND    CLASS I
 PQ1624
 PQ1624.The horizontal coordinates were scaled from a topographic map and have
 PQ1624.an estimated accuracy of +/- 6 seconds.
 PQ1624
 PQ1624.The orthometric height was determined by differential leveling
 PQ1624.and adjusted by the National Geodetic Survey in June 1995..
 PQ1624
 PQ1624.The geoid height was determined by GEOID03.
 PQ1624
 PQ1624.The dynamic height is computed by dividing the NAVD 88
 PQ1624.geopotential number by the normal gravity value computed on the
 PQ1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1624.degrees latitude (g = 980.6199 gals.).
 PQ1624
 PQ1624.The modeled gravity was interpolated from observed gravity values.
 PQ1624
 PQ1624;                    North         East    Units  Estimated Accuracy
 PQ1624;SPC MN S     -   270,040.      745,840.      MT  (+/- 180 meters Scaled)
 PQ1624
 PQ1624                          SUPERSEDED SURVEY CONTROL
 PQ1624
 PQ1624.No superseded survey control is available for this station.
 PQ1624
 PQ1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK663319(NAD 83)
 PQ1624_MARKER: DV = VERTICAL CONTROL DISK
 PQ1624_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1624_SP_SET: ALUMINUM ALLOY ROD
 PQ1624_STAMPING: 6507 C 1987
 PQ1624_MARK LOGO: MNDT  
 PQ1624_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1624
 PQ1624  HISTORY     - Date     Condition        Report By
 PQ1624  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1624
 PQ1624                          STATION DESCRIPTION
 PQ1624
 PQ1624'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1624'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) EAST OF THE TOWN OF
 PQ1624'FAIRFAX, IN THE NW 1/4 OF SECTION 10, T112N, R32W, ON THE SOUTH
 PQ1624'RIGHT-OF-WAY OF TRUNK HIGHWAY 19, 1.5 MILES (2.4 KM) EAST ALONG TRUNK
 PQ1624'HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK HIGHWAY 4 IN FAIRFAX.  THE
 PQ1624'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED
 PQ1624'---6507 C 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY
 PQ1624'38-FOOT LONG ALUMINUM ROD THAT IS BURIED 0.2 FOOT (6.1 CM) BELOW THE
 PQ1624'SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 19.  THE
 PQ1624'MARK IS 99 FEET (30.2 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 19
 PQ1624'AT MILEPOINT 94.45, 3.8 FEET (1.2 M) EAST OF A POWER POLE (NUMBER 27)
 PQ1624'WITH ANCHOR WIRES, 18 FEET (5.5 M) WEST OF THE CENTER OF A FIELD
 PQ1624'ENTRANCE, 109.2 FEET (33.3 M) WEST OF A TELEPHONE CABLE PEDESTAL, AND
 PQ1624'1.4 FEET (0.4 M) WEST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 PQ1624'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1625 ***********************************************************************
 PQ1625  DESIGNATION -  6507 D
 PQ1625  PID         -  PQ1625
 PQ1625  STATE/COUNTY-  MN/RENVILLE
 PQ1625  USGS QUAD   -  FAIRFAX (1964)
 PQ1625
 PQ1625                         *CURRENT SURVEY CONTROL
 PQ1625  ___________________________________________________________________
 PQ1625* NAD 83(1986)-  44 31 40.     (N)    094 39 54.     (W)     SCALED    
 PQ1625* NAVD 88     -       315.905  (meters)    1036.43   (feet)  ADJUSTED  
 PQ1625  ___________________________________________________________________
 PQ1625  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 PQ1625  DYNAMIC HT  -         315.862 (meters)    1036.29  (feet)  COMP
 PQ1625  MODELED GRAV-     980,470.8   (mgal)                       NAVD 88
 PQ1625
 PQ1625  VERT ORDER  -  SECOND    CLASS I
 PQ1625
 PQ1625.The horizontal coordinates were scaled from a topographic map and have
 PQ1625.an estimated accuracy of +/- 6 seconds.
 PQ1625
 PQ1625.The orthometric height was determined by differential leveling
 PQ1625.and adjusted by the National Geodetic Survey in June 1995..
 PQ1625
 PQ1625.The geoid height was determined by GEOID03.
 PQ1625
 PQ1625.The dynamic height is computed by dividing the NAVD 88
 PQ1625.geopotential number by the normal gravity value computed on the
 PQ1625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1625.degrees latitude (g = 980.6199 gals.).
 PQ1625
 PQ1625.The modeled gravity was interpolated from observed gravity values.
 PQ1625
 PQ1625;                    North         East    Units  Estimated Accuracy
 PQ1625;SPC MN S     -   269,970.      747,140.      MT  (+/- 180 meters Scaled)
 PQ1625
 PQ1625                          SUPERSEDED SURVEY CONTROL
 PQ1625
 PQ1625.No superseded survey control is available for this station.
 PQ1625
 PQ1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK676318(NAD 83)
 PQ1625_MARKER: DV = VERTICAL CONTROL DISK
 PQ1625_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1625_SP_SET: ALUMINUM ALLOY ROD
 PQ1625_STAMPING: 6507 D 1987
 PQ1625_MARK LOGO: MNDT  
 PQ1625_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1625
 PQ1625  HISTORY     - Date     Condition        Report By
 PQ1625  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1625
 PQ1625                          STATION DESCRIPTION
 PQ1625
 PQ1625'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1625'THE MARK IS LOCATED ABOUT 2.5 MILES (4.0 KM) EAST OF THE TOWN OF
 PQ1625'FAIRFAX, IN THE NW 1/4 OF SECTION 10, T112N, R32W, ALONG THE CHICAGO
 PQ1625'AND NORTH WESTERN RAILWAY, OPPOSITE OF COUNTY ROAD NUMBER 27, 2.3
 PQ1625'MILES (3.7 KM) EAST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH
 PQ1625'TRUNK HIGHWAY 4 IN FAIRFAX.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1625'VERTICAL CONTROL MONUMENT DISK STAMPED---6507 D 1987---, IS SET ON
 PQ1625'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ROD
 PQ1625'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET
 PQ1625'(0.6 M) BELOW THE LEVEL OF AN ENTRANCE.  THE MARK IS 170.0 FEET
 PQ1625'(51.8 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT
 PQ1625'95.25, 32.5 FEET (9.9 M) WEST OF THE CENTER OF A FARM ENTRANCE, 46.3
 PQ1625'FEET (14.1 M) SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 1.8 FEET
 PQ1625'(0.5 M) NORTH OF A POWER POLE, AND 43.8 FEET (13.4 M) WEST-NORTHWEST
 PQ1625'OF A TELEPHONE CABLE PEDESTAL.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1625'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1626 ***********************************************************************
 PQ1626  DESIGNATION -  6507 E
 PQ1626  PID         -  PQ1626
 PQ1626  STATE/COUNTY-  MN/RENVILLE
 PQ1626  USGS QUAD   -  FAIRFAX (1964)
 PQ1626
 PQ1626                         *CURRENT SURVEY CONTROL
 PQ1626  ___________________________________________________________________
 PQ1626* NAD 83(1986)-  44 31 45.     (N)    094 38 47.     (W)     SCALED    
 PQ1626* NAVD 88     -       315.111  (meters)    1033.83   (feet)  ADJUSTED  
 PQ1626  ___________________________________________________________________
 PQ1626  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 PQ1626  DYNAMIC HT  -         315.068 (meters)    1033.69  (feet)  COMP
 PQ1626  MODELED GRAV-     980,471.1   (mgal)                       NAVD 88
 PQ1626
 PQ1626  VERT ORDER  -  SECOND    CLASS I
 PQ1626
 PQ1626.The horizontal coordinates were scaled from a topographic map and have
 PQ1626.an estimated accuracy of +/- 6 seconds.
 PQ1626
 PQ1626.The orthometric height was determined by differential leveling
 PQ1626.and adjusted by the National Geodetic Survey in June 1995..
 PQ1626
 PQ1626.The geoid height was determined by GEOID03.
 PQ1626
 PQ1626.The dynamic height is computed by dividing the NAVD 88
 PQ1626.geopotential number by the normal gravity value computed on the
 PQ1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1626.degrees latitude (g = 980.6199 gals.).
 PQ1626
 PQ1626.The modeled gravity was interpolated from observed gravity values.
 PQ1626
 PQ1626;                    North         East    Units  Estimated Accuracy
 PQ1626;SPC MN S     -   270,110.      748,620.      MT  (+/- 180 meters Scaled)
 PQ1626
 PQ1626                          SUPERSEDED SURVEY CONTROL
 PQ1626
 PQ1626.No superseded survey control is available for this station.
 PQ1626
 PQ1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK691319(NAD 83)
 PQ1626_MARKER: DB = BENCH MARK DISK
 PQ1626_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1626_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1626_STAMPING: 6507 E 1987
 PQ1626_MARK LOGO: MNDT  
 PQ1626_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1626+STABILITY: SURFACE MOTION
 PQ1626
 PQ1626  HISTORY     - Date     Condition        Report By
 PQ1626  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1626
 PQ1626                          STATION DESCRIPTION
 PQ1626
 PQ1626'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1626'THE MARK IS LOCATED ABOUT 3.5 MILES (5.6 KM) EAST OF THE TOWN OF
 PQ1626'FAIRFAX, IN THE SE 1/4 OF SECTION 2, T112N, R32W, IN THE NORTHWEST
 PQ1626'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 19 AND A GRAVEL ROAD,
 PQ1626'3.25 MILES (5.23 KM) EAST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION
 PQ1626'WITH TRUNK HIGHWAY 4 IN FAIRFAX.  THE MARK, A STANDARD MNDT BENCH
 PQ1626'MARK DISK STAMPED---6507 E 1987---, IS SET IN THE TOP OF A 6-FOOT
 PQ1626'LONG PRECAST CONCRETE MONUMENT THAT IS ABOUT 5 FEET (1.5 M) BELOW THE
 PQ1626'LEVEL OF TRUNK HIGHWAY 19.  THE MARK IS 99.5 FEET (30.3 M) NORTH OF
 PQ1626'THE CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT 96.2, 142.5 FEET
 PQ1626'(43.4 M) WEST OF THE CENTER OF A GRAVEL ROAD, 104.5 FEET (31.9 M)
 PQ1626'WEST OF A TELEPHONE CABLE PEDESTAL, 9.5 FEET (2.9 M) WEST OF A STEEL
 PQ1626'RIGHT-OF-WAY POST, AND 0.5 FOOT (15.2 CM) SOUTH OF A STEEL WITNESS
 PQ1626'POST.  THE STEEL ROD IN THE PRECAST CONCRETE MONUMENT MAKES THE MARK
 PQ1626'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1627 ***********************************************************************
 PQ1627  DESIGNATION -  6507 F
 PQ1627  PID         -  PQ1627
 PQ1627  STATE/COUNTY-  MN/RENVILLE
 PQ1627  USGS QUAD   -  FAIRFAX (1964)
 PQ1627
 PQ1627                         *CURRENT SURVEY CONTROL
 PQ1627  ___________________________________________________________________
 PQ1627* NAD 83(1986)-  44 31 45.     (N)    094 37 46.     (W)     SCALED    
 PQ1627* NAVD 88     -       318.794  (meters)    1045.91   (feet)  ADJUSTED  
 PQ1627  ___________________________________________________________________
 PQ1627  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 PQ1627  DYNAMIC HT  -         318.750 (meters)    1045.77  (feet)  COMP
 PQ1627  MODELED GRAV-     980,471.3   (mgal)                       NAVD 88
 PQ1627
 PQ1627  VERT ORDER  -  SECOND    CLASS I
 PQ1627
 PQ1627.The horizontal coordinates were scaled from a topographic map and have
 PQ1627.an estimated accuracy of +/- 6 seconds.
 PQ1627
 PQ1627.The orthometric height was determined by differential leveling
 PQ1627.and adjusted by the National Geodetic Survey in June 1995..
 PQ1627
 PQ1627.The geoid height was determined by GEOID03.
 PQ1627
 PQ1627.The dynamic height is computed by dividing the NAVD 88
 PQ1627.geopotential number by the normal gravity value computed on the
 PQ1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1627.degrees latitude (g = 980.6199 gals.).
 PQ1627
 PQ1627.The modeled gravity was interpolated from observed gravity values.
 PQ1627
 PQ1627;                    North         East    Units  Estimated Accuracy
 PQ1627;SPC MN S     -   270,100.      749,970.      MT  (+/- 180 meters Scaled)
 PQ1627
 PQ1627                          SUPERSEDED SURVEY CONTROL
 PQ1627
 PQ1627.No superseded survey control is available for this station.
 PQ1627
 PQ1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK705319(NAD 83)
 PQ1627_MARKER: DV = VERTICAL CONTROL DISK
 PQ1627_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1627_SP_SET: ALUMINUM ALLOY ROD
 PQ1627_STAMPING: 6507 F 1987
 PQ1627_MARK LOGO: MNDT  
 PQ1627_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1627
 PQ1627  HISTORY     - Date     Condition        Report By
 PQ1627  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1627
 PQ1627                          STATION DESCRIPTION
 PQ1627
 PQ1627'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1627'THE MARK IS LOCATED ABOUT 4.25 MILES (6.84 KM) EAST OF THE TOWN OF
 PQ1627'FAIRFAX, IN THE SE 1/4 OF SECTION 1, T112N, R32W, ALONG THE CHICAGO
 PQ1627'AND NORTH WESTERN RAILWAY, 4.05 MILES (6.52 KM) EAST ALONG TRUNK
 PQ1627'HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK HIGHWAY 4 IN FAIRFAX.  THE
 PQ1627'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1627'STAMPED---6507 F 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1627'DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 PQ1627'OF THE GROUND AND ABOUT LEVEL WITH TRUNK HIGHWAY 19.  THE MARK IS
 PQ1627'72.5 FEET (22.1 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT
 PQ1627'MILEPOINT 97, 11.9 FEET (3.6 M) NORTH OF THE NORTH RAIL OF THE
 PQ1627'RAILROAD, 20.5 FEET (6.2 M) EAST OF THE CENTER OF A FARM ENTRANCE,
 PQ1627'40.8 FEET (12.4 M) SOUTH-SOUTHWEST OF MILEPOST 97, 47.5 FEET
 PQ1627'(14.5 M) EAST OF A TELEPHONE CABLE PEDESTAL, AND 1.3 FEET (0.4 M)
 PQ1627'WEST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1627'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1660 ***********************************************************************
 PQ1660  DESIGNATION -  6508 A
 PQ1660  PID         -  PQ1660
 PQ1660  STATE/COUNTY-  MN/RENVILLE
 PQ1660  USGS QUAD   -  MORTON (1992)
 PQ1660
 PQ1660                         *CURRENT SURVEY CONTROL
 PQ1660  ___________________________________________________________________
 PQ1660* NAD 83(1986)-  44 32 56.     (N)    094 59 33.     (W)     SCALED    
 PQ1660* NAVD 88     -       254.220  (meters)     834.05   (feet)  ADJUSTED  
 PQ1660  ___________________________________________________________________
 PQ1660  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 PQ1660  DYNAMIC HT  -         254.184 (meters)     833.94  (feet)  COMP
 PQ1660  MODELED GRAV-     980,471.2   (mgal)                       NAVD 88
 PQ1660
 PQ1660  VERT ORDER  -  SECOND    CLASS I
 PQ1660
 PQ1660.The horizontal coordinates were scaled from a topographic map and have
 PQ1660.an estimated accuracy of +/- 6 seconds.
 PQ1660
 PQ1660.The orthometric height was determined by differential leveling
 PQ1660.and adjusted by the National Geodetic Survey in June 1995..
 PQ1660
 PQ1660.The geoid height was determined by GEOID03.
 PQ1660
 PQ1660.The dynamic height is computed by dividing the NAVD 88
 PQ1660.geopotential number by the normal gravity value computed on the
 PQ1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1660.degrees latitude (g = 980.6199 gals.).
 PQ1660
 PQ1660.The modeled gravity was interpolated from observed gravity values.
 PQ1660
 PQ1660;                    North         East    Units  Estimated Accuracy
 PQ1660;SPC MN S     -   272,580.      721,140.      MT  (+/- 180 meters Scaled)
 PQ1660
 PQ1660                          SUPERSEDED SURVEY CONTROL
 PQ1660
 PQ1660.No superseded survey control is available for this station.
 PQ1660
 PQ1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK417347(NAD 83)
 PQ1660_MARKER: DV = VERTICAL CONTROL DISK
 PQ1660_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1660_SP_SET: ALUMINUM ALLOY ROD
 PQ1660_STAMPING: 6508 A 1986
 PQ1660_MARK LOGO: MNDT  
 PQ1660_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1660
 PQ1660  HISTORY     - Date     Condition        Report By
 PQ1660  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1660  HISTORY     - 19871104 GOOD             MNDT
 PQ1660
 PQ1660                          STATION DESCRIPTION
 PQ1660
 PQ1660'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1660'THE MARK IS LOCATED IN THE CITY OF MORTON, IN THE NE 1/4 OF SECTION
 PQ1660'31, T113N, R34W, NEAR THE JUNCTION OF TRUNK HIGHWAYS 19 AND 17 AT THE
 PQ1660'WEST EDGE OF MORTON, 58.5 FEET (17.8 M) NORTH OF AND ABOUT 1 FOOT
 PQ1660'(0.3 M) LOWER THAN THE CENTERLINE OF HIGHWAY 19 AT MILEPOINT 78.6,
 PQ1660'69.0 FEET (21.0 M) EAST OF A POWER POLE, 22.0 FEET (6.7 M) SOUTHWEST
 PQ1660'OF THE CENTER OF AN ENTRANCE, 19.0 FEET (5.8 M) EAST OF THE CENTER OF
 PQ1660'AN ENTRANCE, 3.6 FEET (1.1 M) EAST-NORTHEAST OF A SIGN POST, 3.6 FEET
 PQ1660'(1.1 M) WEST-SOUTHWEST OF A LIGHT POLE, AND 0.8 FOOT (24.4 CM) SOUTH
 PQ1660'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT
 PQ1660'VERTICAL CONTROL MONUMENT DISK STAMPED---6508 A 1986---, IS FORCED
 PQ1660'ONTO THE TOP OF DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 12-FOOT LONG
 PQ1660'ALUMINUM ALLOY ROD AND PROJECTS 0.1 FOOT (3.0 CM) ABOVE THE GROUND.
 PQ1660
 PQ1660                          STATION RECOVERY (1987)
 PQ1660
 PQ1660'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 PQ1660'THE MARK IS IN THE TOWN OF MORTON, IN THE NW 1/4 OF SECTION 31, T113N,
 PQ1660'R34W, NEAR THE JUNCTION OF TRUNK HIGHWAYS 19 AND 71 AT THE WEST EDGE
 PQ1660'OF MORTON, 58.5 FEET (17.8 M) NORTH OF AND ABOUT 1 FOOT (0.3 M) BELOW
 PQ1660'THE LEVEL OF THE CENTERLINE OF HIGHWAY 19 AT MILEPOINT 78.6, 69.0
 PQ1660'FEET (21.0 M) EAST OF A POWER POLE, 22 FEET (6.7 M) SOUTHWEST OF THE
 PQ1660'CENTER OF AN ENTRANCE, 19 FEET (5.8 M) EAST OF THE CENTER OF AN
 PQ1660'ENTRANCE, 3.6 FEET (1.1 M) EAST-NORTHEAST OF A SIGN POST, 3.6 FEET
 PQ1660'(1.1 M) WEST-SOUTHWEST OF A LIGHT POLE, AND 0.8 FOOT (24.4 CM) SOUTH
 PQ1660'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1660'CONTROL MONUMENT DISK STAMPED---6508 A 1986---, IS SET ON THE TOP OF
 PQ1660'A DRIVEN 3/4-INCH DIAMETER BY 12-FOOT LONG ALUMINUM ROD THAT PROJECTS
 PQ1660'0.1 FOOT (3.0 CM) ABOVE THE SURFACE OF THE GROUND.  A MAGNET IN THE
 PQ1660'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1661 ***********************************************************************
 PQ1661  DESIGNATION -  6508 B
 PQ1661  PID         -  PQ1661
 PQ1661  STATE/COUNTY-  MN/RENVILLE
 PQ1661  USGS QUAD   -  MORTON (1992)
 PQ1661
 PQ1661                         *CURRENT SURVEY CONTROL
 PQ1661  ___________________________________________________________________
 PQ1661* NAD 83(1986)-  44 33 27.     (N)    094 59 52.     (W)     SCALED    
 PQ1661* NAVD 88     -       277.674  (meters)     911.00   (feet)  ADJUSTED  
 PQ1661  ___________________________________________________________________
 PQ1661  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 PQ1661  DYNAMIC HT  -         277.636 (meters)     910.88  (feet)  COMP
 PQ1661  MODELED GRAV-     980,472.2   (mgal)                       NAVD 88
 PQ1661
 PQ1661  VERT ORDER  -  SECOND    CLASS I
 PQ1661
 PQ1661.The horizontal coordinates were scaled from a topographic map and have
 PQ1661.an estimated accuracy of +/- 6 seconds.
 PQ1661
 PQ1661.The orthometric height was determined by differential leveling
 PQ1661.and adjusted by the National Geodetic Survey in June 1995..
 PQ1661
 PQ1661.The geoid height was determined by GEOID03.
 PQ1661
 PQ1661.The dynamic height is computed by dividing the NAVD 88
 PQ1661.geopotential number by the normal gravity value computed on the
 PQ1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1661.degrees latitude (g = 980.6199 gals.).
 PQ1661
 PQ1661.The modeled gravity was interpolated from observed gravity values.
 PQ1661
 PQ1661;                    North         East    Units  Estimated Accuracy
 PQ1661;SPC MN S     -   273,540.      720,730.      MT  (+/- 180 meters Scaled)
 PQ1661
 PQ1661                          SUPERSEDED SURVEY CONTROL
 PQ1661
 PQ1661.No superseded survey control is available for this station.
 PQ1661
 PQ1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK413357(NAD 83)
 PQ1661_MARKER: DV = VERTICAL CONTROL DISK
 PQ1661_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1661_SP_SET: ALUMINUM ALLOY ROD
 PQ1661_STAMPING: 6508 B 1986
 PQ1661_MARK LOGO: MNDT  
 PQ1661_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1661+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 PQ1661
 PQ1661  HISTORY     - Date     Condition        Report By
 PQ1661  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1661  HISTORY     - 19871104 GOOD             MNDT
 PQ1661  HISTORY     - 20040419 GOOD             USPSQD
 PQ1661
 PQ1661                          STATION DESCRIPTION
 PQ1661
 PQ1661'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1661'THE MARK IS LOCATED ABOUT 0.25 MILE (0.40 KM) WEST OF THE CITY OF
 PQ1661'MORTON, IN THE SOUTHEAST 1/4 OF SECTION 25, T113N, R35W, 0.55 MILE
 PQ1661'(0.89 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM THE NORTH LEG OF ITS
 PQ1661'JUNCTION WITH TRUNK HIGHWAY 19 ON THE WEST EDGE OF MORTON, 148.0 FEET
 PQ1661'(45.1 M) EAST OF AND ABOUT 8 FEET (2.4 M) LOWER THAN THE CENTERLINE
 PQ1661'OF HIGHWAY 71 AT MILEPOINT 82.5, 19.8 FEET (6.0 M) NORTH OF THE
 PQ1661'CENTER OF A FIELD ROAD, 10.5 FEET (3.2 M) SOUTH OF A 24-INCH TWIN
 PQ1661'COTTONWOOD TREE, AND 0.9 FEET (27.4 CM) WEST OF A STEEL WITNESS POST.
 PQ1661'THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL
 PQ1661'MONUMENT DISK STAMPED---6508 B 1986---, IS FORCED ONTO THE TOP OF A
 PQ1661'DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ALLOY
 PQ1661'ROD AND PROJECTS 0.2 FEET (6.1 CM) ABOVE THE GROUND.
 PQ1661
 PQ1661                          STATION RECOVERY (1987)
 PQ1661
 PQ1661'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 PQ1661'THE MARK IS ABOUT 1/4 MILE WEST OF THE TOWN OF MORTON, IN THE SE 1/4
 PQ1661'OF SECTION 25, T113N, R35W, 0.55 MILE (0.89 KM) NORTH ALONG TRUNK
 PQ1661'HIGHWAY 71 FROM THE NORTH LEG OF ITS JUNCTION WITH TRUNK HIGHWAY 19
 PQ1661'ON THE WEST EDGE OF MORTON, 148.0 FEET (45.1 M) EAST OF AND ABOUT 8
 PQ1661'FEET (2.4 M) BELOW THE LEVEL OF THE CENTERLINE OF HIGHWAY 71 AT
 PQ1661'MILEPOINT 82.5, 19.8 FEET (6.0 M) NORTH OF THE CENTER OF A FIELD
 PQ1661'ROAD, 10.5 FEET (3.2 M) SOUTH OF A 24-INCH DIAMETER TWIN COTTONWOOD
 PQ1661'TREE, AND 0.9 FOOT (27.4 CM) WEST OF A STEEL WITNESS POST.  THE MARK,
 PQ1661'A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1661'STAMPED---6508 B 1986---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1661'DIAMETER BY 20-FOOT LONG ALUMINUM ROD THAT PROJECTS 0.2 FOOT
 PQ1661'(6.1 CM) ABOVE THE SURFACE OF THE GROUND. A MAGNET IN THE DISK MAKES
 PQ1661'THE MARK MAGNETIC.
 PQ1661
 PQ1661                          STATION RECOVERY (2004)
 PQ1661
 PQ1661'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PQ1661'RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE FOLLOWING ADDITION.
 PQ1661'MARK LOCATION IS AT CR 15 (TO THE WEST) AND HIGHWAYS 71 AND 19. EAST
 PQ1661'AS DESCRIBED. SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1662 ***********************************************************************
 PQ1662  DESIGNATION -  6508 C
 PQ1662  PID         -  PQ1662
 PQ1662  STATE/COUNTY-  MN/RENVILLE
 PQ1662  USGS QUAD   -  MORTON (1992)
 PQ1662
 PQ1662                         *CURRENT SURVEY CONTROL
 PQ1662  ___________________________________________________________________
 PQ1662* NAD 83(1986)-  44 34 22.     (N)    094 59 39.     (W)     SCALED    
 PQ1662* NAVD 88     -       306.976  (meters)    1007.14   (feet)  ADJUSTED  
 PQ1662  ___________________________________________________________________
 PQ1662  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 PQ1662  DYNAMIC HT  -         306.934 (meters)    1007.00  (feet)  COMP
 PQ1662  MODELED GRAV-     980,474.3   (mgal)                       NAVD 88
 PQ1662
 PQ1662  VERT ORDER  -  SECOND    CLASS I
 PQ1662
 PQ1662.The horizontal coordinates were scaled from a topographic map and have
 PQ1662.an estimated accuracy of +/- 6 seconds.
 PQ1662
 PQ1662.The orthometric height was determined by differential leveling
 PQ1662.and adjusted by the National Geodetic Survey in June 1995..
 PQ1662
 PQ1662.The geoid height was determined by GEOID03.
 PQ1662
 PQ1662.The dynamic height is computed by dividing the NAVD 88
 PQ1662.geopotential number by the normal gravity value computed on the
 PQ1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1662.degrees latitude (g = 980.6199 gals.).
 PQ1662
 PQ1662.The modeled gravity was interpolated from observed gravity values.
 PQ1662
 PQ1662;                    North         East    Units  Estimated Accuracy
 PQ1662;SPC MN S     -   275,230.      721,040.      MT  (+/- 180 meters Scaled)
 PQ1662
 PQ1662                          SUPERSEDED SURVEY CONTROL
 PQ1662
 PQ1662.No superseded survey control is available for this station.
 PQ1662
 PQ1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK416374(NAD 83)
 PQ1662_MARKER: DV = VERTICAL CONTROL DISK
 PQ1662_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1662_SP_SET: ALUMINUM ALLOY ROD
 PQ1662_STAMPING: 6508 C 1986
 PQ1662_MARK LOGO: MNDT  
 PQ1662_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1662+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 PQ1662
 PQ1662  HISTORY     - Date     Condition        Report By
 PQ1662  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1662  HISTORY     - 20040419 GOOD             USPSQD
 PQ1662
 PQ1662                          STATION DESCRIPTION
 PQ1662
 PQ1662'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1662'THE MARK IS LOCATED ABOUT 0.75 MILE (1.21 KM) NORTH OF THE CITY OF
 PQ1662'MORTON, IN THE SE 1/4 OF SECTION 19, T113N, R34W, 1.65 MILES
 PQ1662'(2.66 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM THE NORTH LEG OF ITS
 PQ1662'JUNCTION WITH TRUNK HIGHWAY 19 AN THE WEST EDGE OF MORTON, 78.9 FEET
 PQ1662'(24.0 M) EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 71 AT
 PQ1662'MILEPOINT 83.6, 40.3 FEET (12.3 M) NORTH OF THE CENTER OF AN
 PQ1662'ENTRANCE, 22.6 FEET (6.9 M) NORTH-NORTHEAST OF A CEDAR DUMP, AND 0.9
 PQ1662'FEET (27.4 CM) WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PQ1662'MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6508
 PQ1662'C 1986---, IS FORCED ONTO THE TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH
 PQ1662'DIAMETER BY 20-FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE
 PQ1662'SURFACE OF THE GROUND.
 PQ1662
 PQ1662                          STATION RECOVERY (2004)
 PQ1662
 PQ1662'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PQ1662'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1663 ***********************************************************************
 PQ1663  DESIGNATION -  6508 D
 PQ1663  PID         -  PQ1663
 PQ1663  STATE/COUNTY-  MN/RENVILLE
 PQ1663  USGS QUAD   -  MORTON (1992)
 PQ1663
 PQ1663                         *CURRENT SURVEY CONTROL
 PQ1663  ___________________________________________________________________
 PQ1663* NAD 83(1986)-  44 35 05.     (N)    094 59 39.     (W)     SCALED    
 PQ1663* NAVD 88     -       315.237  (meters)    1034.24   (feet)  ADJUSTED  
 PQ1663  ___________________________________________________________________
 PQ1663  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 PQ1663  DYNAMIC HT  -         315.195 (meters)    1034.10  (feet)  COMP
 PQ1663  MODELED GRAV-     980,475.8   (mgal)                       NAVD 88
 PQ1663
 PQ1663  VERT ORDER  -  SECOND    CLASS I
 PQ1663
 PQ1663.The horizontal coordinates were scaled from a topographic map and have
 PQ1663.an estimated accuracy of +/- 6 seconds.
 PQ1663
 PQ1663.The orthometric height was determined by differential leveling
 PQ1663.and adjusted by the National Geodetic Survey in June 1995..
 PQ1663
 PQ1663.The geoid height was determined by GEOID03.
 PQ1663
 PQ1663.The dynamic height is computed by dividing the NAVD 88
 PQ1663.geopotential number by the normal gravity value computed on the
 PQ1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1663.degrees latitude (g = 980.6199 gals.).
 PQ1663
 PQ1663.The modeled gravity was interpolated from observed gravity values.
 PQ1663
 PQ1663;                    North         East    Units  Estimated Accuracy
 PQ1663;SPC MN S     -   276,560.      721,060.      MT  (+/- 180 meters Scaled)
 PQ1663
 PQ1663                          SUPERSEDED SURVEY CONTROL
 PQ1663
 PQ1663.No superseded survey control is available for this station.
 PQ1663
 PQ1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK416387(NAD 83)
 PQ1663_MARKER: DV = VERTICAL CONTROL DISK
 PQ1663_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1663_SP_SET: ALUMINUM ALLOY ROD
 PQ1663_STAMPING: 6508 D 1986
 PQ1663_MARK LOGO: MNDT  
 PQ1663_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1663+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 PQ1663
 PQ1663  HISTORY     - Date     Condition        Report By
 PQ1663  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1663  HISTORY     - 20040419 GOOD             USPSQD
 PQ1663
 PQ1663                          STATION DESCRIPTION
 PQ1663
 PQ1663'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1663'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) NORTH OF THE CITY OF
 PQ1663'MORTON, IN THE NW 1/4 OF SECTION 19, T113N, R34W, 2.4 MILES (3.9 KM)
 PQ1663'NORTH ALONG TRUNK HIGHWAY 71 FROM THE NORTH LEG OF ITS JUCTION WITH
 PQ1663'TRUNK HIGHWAY 19 ON THE WEST EDGE OF MORTON, 74.8 FEET (22.8 M) EAST
 PQ1663'OF AND ABOUT 1 FOOT (0.3 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 71
 PQ1663'AT MILEPOINT 84.35, 29.0 FEET (8.8 M) NORTH OF A POWER POLE, 16.8
 PQ1663'FEET (5.1 M) EAST-SOUTHEAST OF AN 8-INCH WHITE PINE, AND 0.8 FEET
 PQ1663'(24.4 CM) WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PQ1663'MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6508
 PQ1663'D 1986---, IS FORCED ONTO THE TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH
 PQ1663'BY 22-FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.
 PQ1663
 PQ1663                          STATION RECOVERY (2004)
 PQ1663
 PQ1663'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PQ1663'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1664 ***********************************************************************
 PQ1664  DESIGNATION -  6508 E
 PQ1664  PID         -  PQ1664
 PQ1664  STATE/COUNTY-  MN/RENVILLE
 PQ1664  USGS QUAD   -  MORTON (1992)
 PQ1664
 PQ1664                         *CURRENT SURVEY CONTROL
 PQ1664  ___________________________________________________________________
 PQ1664* NAD 83(1986)-  44 35 34.     (N)    094 59 35.     (W)     SCALED    
 PQ1664* NAVD 88     -       314.599  (meters)    1032.15   (feet)  ADJUSTED  
 PQ1664  ___________________________________________________________________
 PQ1664  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 PQ1664  DYNAMIC HT  -         314.557 (meters)    1032.01  (feet)  COMP
 PQ1664  MODELED GRAV-     980,476.7   (mgal)                       NAVD 88
 PQ1664
 PQ1664  VERT ORDER  -  SECOND    CLASS I
 PQ1664
 PQ1664.The horizontal coordinates were scaled from a topographic map and have
 PQ1664.an estimated accuracy of +/- 6 seconds.
 PQ1664
 PQ1664.The orthometric height was determined by differential leveling
 PQ1664.and adjusted by the National Geodetic Survey in June 1995..
 PQ1664
 PQ1664.The geoid height was determined by GEOID03.
 PQ1664
 PQ1664.The dynamic height is computed by dividing the NAVD 88
 PQ1664.geopotential number by the normal gravity value computed on the
 PQ1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1664.degrees latitude (g = 980.6199 gals.).
 PQ1664
 PQ1664.The modeled gravity was interpolated from observed gravity values.
 PQ1664
 PQ1664;                    North         East    Units  Estimated Accuracy
 PQ1664;SPC MN S     -   277,460.      721,160.      MT  (+/- 180 meters Scaled)
 PQ1664
 PQ1664                          SUPERSEDED SURVEY CONTROL
 PQ1664
 PQ1664.No superseded survey control is available for this station.
 PQ1664
 PQ1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK418396(NAD 83)
 PQ1664_MARKER: DV = VERTICAL CONTROL DISK
 PQ1664_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1664_SP_SET: ALUMINUM ALLOY ROD
 PQ1664_STAMPING: 6508 E 1986
 PQ1664_MARK LOGO: MNDT  
 PQ1664_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1664+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 PQ1664
 PQ1664  HISTORY     - Date     Condition        Report By
 PQ1664  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1664  HISTORY     - 20040419 GOOD             USPSQD
 PQ1664
 PQ1664                          STATION DESCRIPTION
 PQ1664
 PQ1664'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1664'THE MARK IS LOCATED ABOUT 2 MILES (3.2 KM) NORTH OF THE CITY OF
 PQ1664'MORTON, IN THE NW CORNER OF SECTION 18, T113N, R34W, 3.0 MILES
 PQ1664'(4.8 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM THE NORTH LEG OF ITS
 PQ1664'JUNCTION WITH TRUNK HIGHWAY 19 ON THE WEST EDGE OF MORTON, ABOUT 300
 PQ1664'FEET (91.4 M) EAST OF HIGHWAY 71 AT MILEPOINT 84.95, 30.5 FEET
 PQ1664'(9.3 M) NORTH OF AND ABOUT 2 FEET (0.6 M) LOWER THAN THE CENTER OF A
 PQ1664'GRAVEL ROAD, 3.0 FEET (0.9 M) SOUTHWEST OF A POWER POLE, AND 1.0 FOOT
 PQ1664'(0.3 M) SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC
 PQ1664'ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6508 E
 PQ1664'1986---, IS FORCED ONTO THE TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH
 PQ1664'DIAMETER BY 27-FOOT LONG ALUMINUM ALLOY ROD AND PROJECTS 0.2 FOOT
 PQ1664'(6.1 CM) ABOVE THE GROUND.
 PQ1664
 PQ1664                          STATION RECOVERY (2004)
 PQ1664
 PQ1664'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PQ1664'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITION.
 PQ1664'MARK IS LOCATED AT HIGHWAY 71 AND 695 TH AVE. WHICH IS A GRAVEL ROAD.
 PQ1664' 
 PQ1664'SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1665 ***********************************************************************
 PQ1665  DESIGNATION -  6508 F
 PQ1665  PID         -  PQ1665
 PQ1665  STATE/COUNTY-  MN/RENVILLE
 PQ1665  USGS QUAD   -  MORTON (1992)
 PQ1665
 PQ1665                         *CURRENT SURVEY CONTROL
 PQ1665  ___________________________________________________________________
 PQ1665* NAD 83(1986)-  44 36 14.     (N)    094 59 39.     (W)     SCALED    
 PQ1665* NAVD 88     -       317.607  (meters)    1042.02   (feet)  ADJUSTED  
 PQ1665  ___________________________________________________________________
 PQ1665  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 PQ1665  DYNAMIC HT  -         317.566 (meters)    1041.88  (feet)  COMP
 PQ1665  MODELED GRAV-     980,477.5   (mgal)                       NAVD 88
 PQ1665
 PQ1665  VERT ORDER  -  SECOND    CLASS I
 PQ1665
 PQ1665.The horizontal coordinates were scaled from a topographic map and have
 PQ1665.an estimated accuracy of +/- 6 seconds.
 PQ1665
 PQ1665.The orthometric height was determined by differential leveling
 PQ1665.and adjusted by the National Geodetic Survey in June 1995..
 PQ1665
 PQ1665.The geoid height was determined by GEOID03.
 PQ1665
 PQ1665.The dynamic height is computed by dividing the NAVD 88
 PQ1665.geopotential number by the normal gravity value computed on the
 PQ1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1665.degrees latitude (g = 980.6199 gals.).
 PQ1665
 PQ1665.The modeled gravity was interpolated from observed gravity values.
 PQ1665
 PQ1665;                    North         East    Units  Estimated Accuracy
 PQ1665;SPC MN S     -   278,690.      721,080.      MT  (+/- 180 meters Scaled)
 PQ1665
 PQ1665                          SUPERSEDED SURVEY CONTROL
 PQ1665
 PQ1665.No superseded survey control is available for this station.
 PQ1665
 PQ1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK417408(NAD 83)
 PQ1665_MARKER: DV = VERTICAL CONTROL DISK
 PQ1665_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1665_SP_SET: ALUMINUM ALLOY ROD
 PQ1665_STAMPING: 6508 F 1986
 PQ1665_MARK LOGO: MNDT  
 PQ1665_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1665
 PQ1665  HISTORY     - Date     Condition        Report By
 PQ1665  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1665  HISTORY     - 20040419 MARK NOT FOUND   USPSQD
 PQ1665
 PQ1665                          STATION DESCRIPTION
 PQ1665
 PQ1665'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1665'THE MARK IS LOCATED ABOUT 2.75 MILES (4.43 KM) NORTH OF THE CITY OF
 PQ1665'MORTON, IN THE SW 1/4 OF SECTION 7, T113N, R34W, 3.75 MILES
 PQ1665'(6.03 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM THE NORTH LEG OF ITS
 PQ1665'JUCTION TO TRUNK HIGHWAY 19 ON THE WEST EDGE OF MORTON, 72.5 FEET
 PQ1665'(22.1 M) EAST OF AND ABOUT 4 FEET (1.2 M) LOWER THAN THE CENTERLINE
 PQ1665'OF HIGHWAY 71 AT MILEPOINT 85.7, 6.2 FEET (1.9 M) NORTH-NORTHEAST OF
 PQ1665'A 10-INCH ASH TREE, 5.6 FEET (1.7 M) NORTH-NORTHWEST OF A POWER POLE,
 PQ1665'AND 0.9 FOOT (27.4 CM) WEST OF A STEEL WITNESS POST.  THE MARK, A
 PQ1665'STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1665'STAMPED---6508 F 1986---, IS FORCED ONTO THE TOP OF A DRIVEN (TO
 PQ1665'REFUSL) 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ALLOY ROD AND IS
 PQ1665'FLUSH WITH THE SURFACE OF THE GROUND.
 PQ1665
 PQ1665                          STATION RECOVERY (2004)
 PQ1665
 PQ1665'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PQ1665'MARK NOT FOUND. SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1666 ***********************************************************************
 PQ1666  DESIGNATION -  6508 G
 PQ1666  PID         -  PQ1666
 PQ1666  STATE/COUNTY-  MN/RENVILLE
 PQ1666  USGS QUAD   -  MORTON (1992)
 PQ1666
 PQ1666                         *CURRENT SURVEY CONTROL
 PQ1666  ___________________________________________________________________
 PQ1666* NAD 83(1986)-  44 36 51.     (N)    094 59 33.     (W)     SCALED    
 PQ1666* NAVD 88     -       315.123  (meters)    1033.87   (feet)  ADJUSTED  
 PQ1666  ___________________________________________________________________
 PQ1666  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 PQ1666  DYNAMIC HT  -         315.082 (meters)    1033.73  (feet)  COMP
 PQ1666  MODELED GRAV-     980,478.1   (mgal)                       NAVD 88
 PQ1666
 PQ1666  VERT ORDER  -  SECOND    CLASS I
 PQ1666
 PQ1666.The horizontal coordinates were scaled from a topographic map and have
 PQ1666.an estimated accuracy of +/- 6 seconds.
 PQ1666
 PQ1666.The orthometric height was determined by differential leveling
 PQ1666.and adjusted by the National Geodetic Survey in June 1995..
 PQ1666
 PQ1666.The geoid height was determined by GEOID03.
 PQ1666
 PQ1666.The dynamic height is computed by dividing the NAVD 88
 PQ1666.geopotential number by the normal gravity value computed on the
 PQ1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1666.degrees latitude (g = 980.6199 gals.).
 PQ1666
 PQ1666.The modeled gravity was interpolated from observed gravity values.
 PQ1666
 PQ1666;                    North         East    Units  Estimated Accuracy
 PQ1666;SPC MN S     -   279,830.      721,230.      MT  (+/- 180 meters Scaled)
 PQ1666
 PQ1666                          SUPERSEDED SURVEY CONTROL
 PQ1666
 PQ1666.No superseded survey control is available for this station.
 PQ1666
 PQ1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK419420(NAD 83)
 PQ1666_MARKER: DV = VERTICAL CONTROL DISK
 PQ1666_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1666_SP_SET: ALUMINUM ALLOY ROD
 PQ1666_STAMPING: 6508 G 1986
 PQ1666_MARK LOGO: MNDT  
 PQ1666_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1666
 PQ1666  HISTORY     - Date     Condition        Report By
 PQ1666  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1666  HISTORY     - 20040419 MARK NOT FOUND   USPSQD
 PQ1666
 PQ1666                          STATION DESCRIPTION
 PQ1666
 PQ1666'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1666'THE MARK IS LOCATED ABOUT 3.5 MILES (5.6 KM) NORTH OF THE CITY OF
 PQ1666'MORTON IN THE NW 1/4 OF SECTION 7, T113N, R34W, 4.55 MILES (7.32 KM)
 PQ1666'NORTH ALONG TRUNK HIGHWAY 71 FROM THE NORTH LEG OF ITS JUNCTION WITH
 PQ1666'TRUNK HIGHWAY 19 NEAR THE WEST EGDE OF MORTON, ABOUT 300 FEET
 PQ1666'(91.4 M) EAST OF TRUNK HIGHWAY 71 AT MILEPOINT 86.5, 31.7 FEET
 PQ1666'(9.7 M) SOUTH OF AND ABOUT 20 FEET (6.1 M) LOWER THAN THE CENTERLINE
 PQ1666'OF COUNTY ROAD 19, 9.7 FEET (3.0 M) EAST OF THE CENTER OF AN
 PQ1666'ENTRANCE, 19.0 FEET (5.8 M) WEST-NORTHWEST OF A POWER POLE, AND 5.5
 PQ1666'FEET (1.7 M) WEST-SOUTHWEST OF A STEEL WITNESS POST.  THE MARK A
 PQ1666'STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1666'STAMPED---6508 G 1986---, IS FORCED ONTO THE TOP OF A DRIVEN (TO
 PQ1666'REFUSAL) 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY ROD.
 PQ1666
 PQ1666                          STATION RECOVERY (2004)
 PQ1666
 PQ1666'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PQ1666'MARK NOT FOUND. SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1667 ***********************************************************************
 PQ1667  DESIGNATION -  6508 H
 PQ1667  PID         -  PQ1667
 PQ1667  STATE/COUNTY-  MN/RENVILLE
 PQ1667  USGS QUAD   -  MORTON NW (1983)
 PQ1667
 PQ1667                         *CURRENT SURVEY CONTROL
 PQ1667  ___________________________________________________________________
 PQ1667* NAD 83(1986)-  44 38 04.     (N)    094 59 40.     (W)     SCALED    
 PQ1667* NAVD 88     -       321.636  (meters)    1055.23   (feet)  ADJUSTED  
 PQ1667  ___________________________________________________________________
 PQ1667  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 PQ1667  DYNAMIC HT  -         321.594 (meters)    1055.10  (feet)  COMP
 PQ1667  MODELED GRAV-     980,479.2   (mgal)                       NAVD 88
 PQ1667
 PQ1667  VERT ORDER  -  SECOND    CLASS I
 PQ1667
 PQ1667.The horizontal coordinates were scaled from a topographic map and have
 PQ1667.an estimated accuracy of +/- 6 seconds.
 PQ1667
 PQ1667.The orthometric height was determined by differential leveling
 PQ1667.and adjusted by the National Geodetic Survey in June 1995..
 PQ1667
 PQ1667.The geoid height was determined by GEOID03.
 PQ1667
 PQ1667.The dynamic height is computed by dividing the NAVD 88
 PQ1667.geopotential number by the normal gravity value computed on the
 PQ1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1667.degrees latitude (g = 980.6199 gals.).
 PQ1667
 PQ1667.The modeled gravity was interpolated from observed gravity values.
 PQ1667
 PQ1667;                    North         East    Units  Estimated Accuracy
 PQ1667;SPC MN S     -   282,090.      721,100.      MT  (+/- 180 meters Scaled)
 PQ1667
 PQ1667                          SUPERSEDED SURVEY CONTROL
 PQ1667
 PQ1667.No superseded survey control is available for this station.
 PQ1667
 PQ1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK418442(NAD 83)
 PQ1667_MARKER: DV = VERTICAL CONTROL DISK
 PQ1667_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1667_SP_SET: ALUMINUM ALLOY ROD
 PQ1667_STAMPING: 6508 H 1986
 PQ1667_MARK LOGO: MNDT  
 PQ1667_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1667+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 PQ1667
 PQ1667  HISTORY     - Date     Condition        Report By
 PQ1667  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1667  HISTORY     - 20040419 GOOD             USPSQD
 PQ1667
 PQ1667                          STATION DESCRIPTION
 PQ1667
 PQ1667'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1667'THE MARK IS LOCATED ABOUT 5 MILES (8.0 KM) NORTH OF THE CITY OF
 PQ1667'MORTON, IN THE SW 1/4 OF SECTION 31, T114N, R34W, 5.9 MILES (9.5 KM)
 PQ1667'NORTH ALONG TRUNK HIGHWAY 71 FROM THE NORTH LEG OF ITS JUNCTION WITH
 PQ1667'TRUNK HIGHWAY 19 ON THE WEST EDGE OF MORTON, 74.0 FEET (22.6 M) EAST
 PQ1667'OF AND 4 FEET (1.2 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 71 AT
 PQ1667'MILEPOINT 87.9, 15.5 FEET (4.7 M) SOUTH OF THE CENTER OF AN ENTRANCE,
 PQ1667'31.8 FEET (9.7 M) SOUTH OF A TELEPHONE CABLE MARKER POST, 14.6 FEET
 PQ1667'(4.5 M) NORTHWEST OF A POWER POLE (WITH TRANSFORMER), 1.5 FEET
 PQ1667'(0.5 M) WEST-SOUTHWEST OF THE SOUTH STEEL GATE POST, AND 1.5 FEET
 PQ1667'(0.5 M) NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PQ1667'MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6508
 PQ1667'H 1986---, IS FORCED ONTO THE TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH
 PQ1667'DIAMETER BY 20-FOOT LONG ALUMINUM ALLOY ROD.
 PQ1667
 PQ1667                          STATION RECOVERY (2004)
 PQ1667
 PQ1667'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PQ1667'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITION.
 PQ1667'THE MARK IS LOCATED AT A HOME WITH THE ADDRESS OF 72440 US HIGHWAY 71.
 PQ1667' 
 PQ1667'SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1668 ***********************************************************************
 PQ1668  DESIGNATION -  6508 J
 PQ1668  PID         -  PQ1668
 PQ1668  STATE/COUNTY-  MN/RENVILLE
 PQ1668  USGS QUAD   -  MORTON NW (1983)
 PQ1668
 PQ1668                         *CURRENT SURVEY CONTROL
 PQ1668  ___________________________________________________________________
 PQ1668* NAD 83(1986)-  44 38 35.     (N)    094 59 38.     (W)     SCALED    
 PQ1668* NAVD 88     -       323.314  (meters)    1060.74   (feet)  ADJUSTED  
 PQ1668  ___________________________________________________________________
 PQ1668  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 PQ1668  DYNAMIC HT  -         323.272 (meters)    1060.60  (feet)  COMP
 PQ1668  MODELED GRAV-     980,479.6   (mgal)                       NAVD 88
 PQ1668
 PQ1668  VERT ORDER  -  SECOND    CLASS I
 PQ1668
 PQ1668.The horizontal coordinates were scaled from a topographic map and have
 PQ1668.an estimated accuracy of +/- 6 seconds.
 PQ1668
 PQ1668.The orthometric height was determined by differential leveling
 PQ1668.and adjusted by the National Geodetic Survey in June 1995..
 PQ1668
 PQ1668.The geoid height was determined by GEOID03.
 PQ1668
 PQ1668.The dynamic height is computed by dividing the NAVD 88
 PQ1668.geopotential number by the normal gravity value computed on the
 PQ1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1668.degrees latitude (g = 980.6199 gals.).
 PQ1668
 PQ1668.The modeled gravity was interpolated from observed gravity values.
 PQ1668
 PQ1668;                    North         East    Units  Estimated Accuracy
 PQ1668;SPC MN S     -   283,040.      721,160.      MT  (+/- 180 meters Scaled)
 PQ1668
 PQ1668                          SUPERSEDED SURVEY CONTROL
 PQ1668
 PQ1668.No superseded survey control is available for this station.
 PQ1668
 PQ1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK418452(NAD 83)
 PQ1668_MARKER: DV = VERTICAL CONTROL DISK
 PQ1668_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1668_SP_SET: ALUMINUM ALLOY ROD
 PQ1668_STAMPING: 6508 J 1986
 PQ1668_MARK LOGO: MNDT  
 PQ1668_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1668+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 PQ1668
 PQ1668  HISTORY     - Date     Condition        Report By
 PQ1668  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1668  HISTORY     - 20040419 GOOD             USPSQD
 PQ1668
 PQ1668                          STATION DESCRIPTION
 PQ1668
 PQ1668'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1668'THE MARK IS LOCATED ABOUT 5.5 MILES (8.9 KM) NORTH OF MORTON, IN THE
 PQ1668'NW 1/4 OF SECTION 31, T114N, R34W, 6.5 MILES (10.5 KM) NORTH ALONG
 PQ1668'TRUNK HIGHWAY 71 NORTH LEG OF ITS JUCTION WITH TRUNK HIGHWAY 19 ON
 PQ1668'THE WEST EDGE OF MORTON, 96.0 FEET (29.3 M) EAST OF AND ABOUT 6 FEET
 PQ1668'(1.8 M) LOWER THAN THE CENTERLINE OF HIGHWAY 71 AT MILEPOINT 88.5,
 PQ1668'42.0 FEET (12.8 M) SOUTH OF THE CENTER OF COUNTY ROAD 50, 8.0 FEET
 PQ1668'(2.4 M) EAST-NORTHEAST OF THE EAST GATE POST, 1.2 FEET (0.4 M) NORTH
 PQ1668'OF AN EAST-WEST FENCE, AND 0.8 FOOT (24.4 CM) WEST OF A STEEL WITNESS
 PQ1668'POST.  THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL
 PQ1668'MONUMENT DISK STAMPED---6508 J 1986---, IS FORCED ONTO THE TOP OF A
 PQ1668'DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ALLOY
 PQ1668'ROD AND IS 0.1 FOOT (3.0 CM) BELOW GROUND LEVEL.
 PQ1668
 PQ1668                          STATION RECOVERY (2004)
 PQ1668
 PQ1668'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PQ1668'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITION.
 PQ1668'MARK IS LOCATED AT HIGHWAY 71 AND 730TH AVE,( COUNTY ROAD 50 ).
 PQ1668'SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1669 ***********************************************************************
 PQ1669  DESIGNATION -  6508 K
 PQ1669  PID         -  PQ1669
 PQ1669  STATE/COUNTY-  MN/RENVILLE
 PQ1669  USGS QUAD   -  MORTON NW (1983)
 PQ1669
 PQ1669                         *CURRENT SURVEY CONTROL
 PQ1669  ___________________________________________________________________
 PQ1669* NAD 83(1986)-  44 39 48.     (N)    094 59 40.     (W)     SCALED    
 PQ1669* NAVD 88     -       314.928  (meters)    1033.23   (feet)  ADJUSTED  
 PQ1669  ___________________________________________________________________
 PQ1669  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 PQ1669  DYNAMIC HT  -         314.888 (meters)    1033.10  (feet)  COMP
 PQ1669  MODELED GRAV-     980,480.7   (mgal)                       NAVD 88
 PQ1669
 PQ1669  VERT ORDER  -  SECOND    CLASS I
 PQ1669
 PQ1669.The horizontal coordinates were scaled from a topographic map and have
 PQ1669.an estimated accuracy of +/- 6 seconds.
 PQ1669
 PQ1669.The orthometric height was determined by differential leveling
 PQ1669.and adjusted by the National Geodetic Survey in June 1995..
 PQ1669
 PQ1669.The geoid height was determined by GEOID03.
 PQ1669
 PQ1669.The dynamic height is computed by dividing the NAVD 88
 PQ1669.geopotential number by the normal gravity value computed on the
 PQ1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1669.degrees latitude (g = 980.6199 gals.).
 PQ1669
 PQ1669.The modeled gravity was interpolated from observed gravity values.
 PQ1669
 PQ1669;                    North         East    Units  Estimated Accuracy
 PQ1669;SPC MN S     -   285,300.      721,140.      MT  (+/- 180 meters Scaled)
 PQ1669
 PQ1669                          SUPERSEDED SURVEY CONTROL
 PQ1669
 PQ1669.No superseded survey control is available for this station.
 PQ1669
 PQ1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK418474(NAD 83)
 PQ1669_MARKER: DB = BENCH MARK DISK
 PQ1669_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1669_SP_SET: BOX CULVERT HEADWALL
 PQ1669_STAMPING: 6508 K 1986
 PQ1669_MARK LOGO: MNDT  
 PQ1669_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1669+STABILITY: SURFACE MOTION
 PQ1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1669+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 PQ1669
 PQ1669  HISTORY     - Date     Condition        Report By
 PQ1669  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1669  HISTORY     - 20040419 GOOD             USPSQD
 PQ1669
 PQ1669                          STATION DESCRIPTION
 PQ1669
 PQ1669'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1669'THE MARK IS LOCATED ABOUT 7 MILES (11.3 KM) NORTH OF THE CITY OF
 PQ1669'MORTON AND ABOUT 7 MILES (11.3 KM) SOUTH OF THE CITY OF OLIVIA, IN
 PQ1669'THE SW 1/4 OF SECTION 19, T114N, R34W, 7.75 MILES (12.47 KM) SOUTH
 PQ1669'ALONG TRUNK HIGHWAY 71 FROM THE SOUTH LEG OF ITS JUNCTION WITH TRUNK
 PQ1669'HIGHWAY 212 IN OLIVIA OR 8.0 MILES (12.9 KM) NORTH ALONG HIGHWAY 71
 PQ1669'FROM THE NORTH LEG OF ITS JUNCTION WITH TRUNK HIGHWAY 19 ON THE WEST
 PQ1669'EDGE OF MORTON, 47.5 FEET (14.5 M) EAST OF AND ABOUT 2 FEET (0.6 M)
 PQ1669'LOWER THAN THE CENTERLINE OF HIGHWAY 71 AT MILEPOINT 89.9, AND 1.1
 PQ1669'FEET (0.3 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PQ1669'BRASS MNHD BENCH MARK DISK STAMPED---6508 K 1986---, IS SET IN THE
 PQ1669'HEADWALL AT THE SOUTHEAST CORNER OF A TRIPLE BOX CULVERT.
 PQ1669
 PQ1669                          STATION RECOVERY (2004)
 PQ1669
 PQ1669'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PQ1669'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1671 ***********************************************************************
 PQ1671  DESIGNATION -  6508 L
 PQ1671  PID         -  PQ1671
 PQ1671  STATE/COUNTY-  MN/RENVILLE
 PQ1671  USGS QUAD   -  MORTON NW (1983)
 PQ1671
 PQ1671                         *CURRENT SURVEY CONTROL
 PQ1671  ___________________________________________________________________
 PQ1671* NAD 83(1986)-  44 40 47.     (N)    094 59 40.     (W)     SCALED    
 PQ1671* NAVD 88     -       323.240  (meters)    1060.50   (feet)  ADJUSTED  
 PQ1671  ___________________________________________________________________
 PQ1671  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 PQ1671  DYNAMIC HT  -         323.199 (meters)    1060.36  (feet)  COMP
 PQ1671  MODELED GRAV-     980,481.7   (mgal)                       NAVD 88
 PQ1671
 PQ1671  VERT ORDER  -  SECOND    CLASS I
 PQ1671
 PQ1671.The horizontal coordinates were scaled from a topographic map and have
 PQ1671.an estimated accuracy of +/- 6 seconds.
 PQ1671
 PQ1671.The orthometric height was determined by differential leveling
 PQ1671.and adjusted by the National Geodetic Survey in June 1995..
 PQ1671
 PQ1671.The geoid height was determined by GEOID03.
 PQ1671
 PQ1671.The dynamic height is computed by dividing the NAVD 88
 PQ1671.geopotential number by the normal gravity value computed on the
 PQ1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1671.degrees latitude (g = 980.6199 gals.).
 PQ1671
 PQ1671.The modeled gravity was interpolated from observed gravity values.
 PQ1671
 PQ1671;                    North         East    Units  Estimated Accuracy
 PQ1671;SPC MN S     -   287,120.      721,160.      MT  (+/- 180 meters Scaled)
 PQ1671
 PQ1671                          SUPERSEDED SURVEY CONTROL
 PQ1671
 PQ1671.No superseded survey control is available for this station.
 PQ1671
 PQ1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK419493(NAD 83)
 PQ1671_MARKER: DV = VERTICAL CONTROL DISK
 PQ1671_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1671_SP_SET: ALUMINUM ALLOY ROD
 PQ1671_STAMPING: 6508 L 1986
 PQ1671_MARK LOGO: MNDT  
 PQ1671_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1671
 PQ1671  HISTORY     - Date     Condition        Report By
 PQ1671  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1671  HISTORY     - 20040419 MARK NOT FOUND   USPSQD
 PQ1671
 PQ1671                          STATION DESCRIPTION
 PQ1671
 PQ1671'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1671'THE MARK IS LOCATED ABOUT 6 MILES (9.7 KM) SOUTH OF THE CITY OF
 PQ1671'OLIVIA, NEAR THE WEST 1/4 CORNER OF SECTION 18, T114N, R34W, 6.55
 PQ1671'MILES (10.54 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM THE SOUTH
 PQ1671'Y-JUNCTION WITH TRUNK HIGHWAY 212 IN OLIVIA, 76.0 FEET (23.2 M) EAST
 PQ1671'OF AND ABOUT 2 FEET (0.6 M) LOWER THAN THE CENTERLINE OF HIGHWAY 71
 PQ1671'AT MILEPOINT 91.0, 60.0 FEET (18.3 M) EAST-SOUTHEAST OF MILEPOINT
 PQ1671'POST 91, AND 36.3 FEET (11.1 M) NORTHEAST OF THE SOUTH END OF A
 PQ1671'CORRUGATED METAL PIPE.  THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT
 PQ1671'VERTICAL CONTROL MONUMENT DISK STAMPED---6508 L 1986---, IS FORCED
 PQ1671'ONTO THE TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 20-FOOT
 PQ1671'LONG ALUMINUM ALLOY ROD.
 PQ1671
 PQ1671                          STATION RECOVERY (2004)
 PQ1671
 PQ1671'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PQ1671'MARK NOT FOUND. SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1672 ***********************************************************************
 PQ1672  DESIGNATION -  6508 M
 PQ1672  PID         -  PQ1672
 PQ1672  STATE/COUNTY-  MN/RENVILLE
 PQ1672  USGS QUAD   -  MORTON NW (1983)
 PQ1672
 PQ1672                         *CURRENT SURVEY CONTROL
 PQ1672  ___________________________________________________________________
 PQ1672* NAD 83(1986)-  44 41 32.     (N)    094 59 40.     (W)     SCALED    
 PQ1672* NAVD 88     -       319.290  (meters)    1047.54   (feet)  ADJUSTED  
 PQ1672  ___________________________________________________________________
 PQ1672  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 PQ1672  DYNAMIC HT  -         319.249 (meters)    1047.40  (feet)  COMP
 PQ1672  MODELED GRAV-     980,482.4   (mgal)                       NAVD 88
 PQ1672
 PQ1672  VERT ORDER  -  SECOND    CLASS I
 PQ1672
 PQ1672.The horizontal coordinates were scaled from a topographic map and have
 PQ1672.an estimated accuracy of +/- 6 seconds.
 PQ1672
 PQ1672.The orthometric height was determined by differential leveling
 PQ1672.and adjusted by the National Geodetic Survey in June 1995..
 PQ1672
 PQ1672.The geoid height was determined by GEOID03.
 PQ1672
 PQ1672.The dynamic height is computed by dividing the NAVD 88
 PQ1672.geopotential number by the normal gravity value computed on the
 PQ1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1672.degrees latitude (g = 980.6199 gals.).
 PQ1672
 PQ1672.The modeled gravity was interpolated from observed gravity values.
 PQ1672
 PQ1672;                    North         East    Units  Estimated Accuracy
 PQ1672;SPC MN S     -   288,510.      721,180.      MT  (+/- 180 meters Scaled)
 PQ1672
 PQ1672                          SUPERSEDED SURVEY CONTROL
 PQ1672
 PQ1672.No superseded survey control is available for this station.
 PQ1672
 PQ1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK419506(NAD 83)
 PQ1672_MARKER: DB = BENCH MARK DISK
 PQ1672_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1672_SP_SET: BOX CULVERT HEADWALL
 PQ1672_STAMPING: 6508 M 1986
 PQ1672_MARK LOGO: MNDT  
 PQ1672_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1672+STABILITY: SURFACE MOTION
 PQ1672
 PQ1672  HISTORY     - Date     Condition        Report By
 PQ1672  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1672  HISTORY     - 20040419 POOR             USPSQD
 PQ1672
 PQ1672                          STATION DESCRIPTION
 PQ1672
 PQ1672'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1672'THE MARK IS LOCATED ABOUT 5.25 MILES (8.45 KM) SOUTH OF THE CITY OF
 PQ1672'OLIVIA, IN THE SW 1/4 OF SECTION 7, T114N, R34W, 5.7 MILES (9.2 KM)
 PQ1672'SOUTH ALONG TRUNK HIGHWAY 71 FROM THE SOUTH Y-JUNCTION WITH TRUNK
 PQ1672'HIGHWAY 212 IN OLIVIA, 48.7 FEET (14.8 M) EAST OF AND ABOUT 2 FEET
 PQ1672'(0.6 M) LOWER THAN THE LEVEL OF HIGHWAY 71 AT MILEPOINT 91.85, 1.1
 PQ1672'FEET (0.3 M) SOUTH OF THE NORTH END OF THE HEADWALL OF A BOX CULVERT,
 PQ1672'AND 2.0 FEET (0.6 M) SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 PQ1672'STANDARD BRASS MNDT BENCH MARK DISK STAMPED---6508 M 1986---, IS SET
 PQ1672'IN THE HEADWALL AT THE NORTHEAST CORNER OF A TRIPLE BOX CULVERT.
 PQ1672
 PQ1672                          STATION RECOVERY (2004)
 PQ1672
 PQ1672'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PQ1672'RECOVERED IN POOR CONDITION, BECAUSE OF CORROSION, AS DESCRIBED. SPSPS
 PQ1672'JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1674 ***********************************************************************
 PQ1674  DESIGNATION -  6508 N
 PQ1674  PID         -  PQ1674
 PQ1674  STATE/COUNTY-  MN/RENVILLE
 PQ1674  USGS QUAD   -  MORTON NW (1983)
 PQ1674
 PQ1674                         *CURRENT SURVEY CONTROL
 PQ1674  ___________________________________________________________________
 PQ1674* NAD 83(1986)-  44 42 20.     (N)    094 59 40.     (W)     SCALED    
 PQ1674* NAVD 88     -       325.297  (meters)    1067.25   (feet)  ADJUSTED  
 PQ1674  ___________________________________________________________________
 PQ1674  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 PQ1674  DYNAMIC HT  -         325.256 (meters)    1067.11  (feet)  COMP
 PQ1674  MODELED GRAV-     980,483.3   (mgal)                       NAVD 88
 PQ1674
 PQ1674  VERT ORDER  -  SECOND    CLASS I
 PQ1674
 PQ1674.The horizontal coordinates were scaled from a topographic map and have
 PQ1674.an estimated accuracy of +/- 6 seconds.
 PQ1674
 PQ1674.The orthometric height was determined by differential leveling
 PQ1674.and adjusted by the National Geodetic Survey in June 1995..
 PQ1674
 PQ1674.The geoid height was determined by GEOID03.
 PQ1674
 PQ1674.The dynamic height is computed by dividing the NAVD 88
 PQ1674.geopotential number by the normal gravity value computed on the
 PQ1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1674.degrees latitude (g = 980.6199 gals.).
 PQ1674
 PQ1674.The modeled gravity was interpolated from observed gravity values.
 PQ1674
 PQ1674;                    North         East    Units  Estimated Accuracy
 PQ1674;SPC MN S     -   289,990.      721,200.      MT  (+/- 180 meters Scaled)
 PQ1674
 PQ1674                          SUPERSEDED SURVEY CONTROL
 PQ1674
 PQ1674.No superseded survey control is available for this station.
 PQ1674
 PQ1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK420521(NAD 83)
 PQ1674_MARKER: DV = VERTICAL CONTROL DISK
 PQ1674_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1674_SP_SET: ALUMINUM ALLOY ROD
 PQ1674_STAMPING: 6508 N 1986
 PQ1674_MARK LOGO: MNDT  
 PQ1674_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1674+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 PQ1674
 PQ1674  HISTORY     - Date     Condition        Report By
 PQ1674  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1674  HISTORY     - 20040419 GOOD             USPSQD
 PQ1674
 PQ1674                          STATION DESCRIPTION
 PQ1674
 PQ1674'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1674'THE MARK IS LOCATED ABOUT 4.25 MILES (6.84 KM) SOUTH OF THE CITY OF
 PQ1674'OLIVIA, IN THE SW 1/4 OF SECTION 6, T114N, R34W, 4.85 MILES
 PQ1674'(7.81 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM ITS SOUTH Y-JUNCTION
 PQ1674'(DEPUE AVE) WITH TRUNK HIGHWAY 212 IN OLIVIA, 80.5 FEET (24.5 M) EAST
 PQ1674'OF AND 4 FEET (1.2 M) LOWER THAN THE CENTERLINE OF HIGHWAY 71 AT
 PQ1674'MILEPOINT 92.7, 3.5 FEET (1.1 M) EAST OF A POWER POLE (WITH AN ANCHOR
 PQ1674'WIRE), AND 1.2 FEET (0.4 M) WEST OF STEEL WITNESS POST.  THE MARK, A
 PQ1674'STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1674'STAMPED---6508 N 1986---, IS FORCED ONTO THE TOP OF A DRIVEN (TO
 PQ1674'REFUSAL) 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ALLOY ROD AND IS
 PQ1674'FLUSH WITH THE GROUND.
 PQ1674
 PQ1674                          STATION RECOVERY (2004)
 PQ1674
 PQ1674'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PQ1674'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1675 ***********************************************************************
 PQ1675  DESIGNATION -  6508 P
 PQ1675  PID         -  PQ1675
 PQ1675  STATE/COUNTY-  MN/RENVILLE
 PQ1675  USGS QUAD   -  MORTON NW (1983)
 PQ1675
 PQ1675                         *CURRENT SURVEY CONTROL
 PQ1675  ___________________________________________________________________
 PQ1675* NAD 83(1986)-  44 42 57.     (N)    094 59 43.     (W)     SCALED    
 PQ1675* NAVD 88     -       325.702  (meters)    1068.57   (feet)  ADJUSTED  
 PQ1675  ___________________________________________________________________
 PQ1675  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PQ1675  DYNAMIC HT  -         325.661 (meters)    1068.44  (feet)  COMP
 PQ1675  MODELED GRAV-     980,484.0   (mgal)                       NAVD 88
 PQ1675
 PQ1675  VERT ORDER  -  SECOND    CLASS I
 PQ1675
 PQ1675.The horizontal coordinates were scaled from a topographic map and have
 PQ1675.an estimated accuracy of +/- 6 seconds.
 PQ1675
 PQ1675.The orthometric height was determined by differential leveling
 PQ1675.and adjusted by the National Geodetic Survey in June 1995..
 PQ1675
 PQ1675.The geoid height was determined by GEOID03.
 PQ1675
 PQ1675.The dynamic height is computed by dividing the NAVD 88
 PQ1675.geopotential number by the normal gravity value computed on the
 PQ1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1675.degrees latitude (g = 980.6199 gals.).
 PQ1675
 PQ1675.The modeled gravity was interpolated from observed gravity values.
 PQ1675
 PQ1675;                    North         East    Units  Estimated Accuracy
 PQ1675;SPC MN S     -   291,130.      721,150.      MT  (+/- 180 meters Scaled)
 PQ1675
 PQ1675                          SUPERSEDED SURVEY CONTROL
 PQ1675
 PQ1675.No superseded survey control is available for this station.
 PQ1675
 PQ1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK419533(NAD 83)
 PQ1675_MARKER: DV = VERTICAL CONTROL DISK
 PQ1675_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1675_SP_SET: ALUMINUM ALLOY ROD
 PQ1675_STAMPING: 6508 P 1986
 PQ1675_MARK LOGO: MNDT  
 PQ1675_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1675
 PQ1675  HISTORY     - Date     Condition        Report By
 PQ1675  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1675  HISTORY     - 20040419 MARK NOT FOUND   USPSQD
 PQ1675
 PQ1675                          STATION DESCRIPTION
 PQ1675
 PQ1675'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1675'THE MARK IS LOCATED ABOUT 3.5 MILES (5.6 KM) SOUTH OF THE CITY OF
 PQ1675'OLIVIA, IN THE NE 1/4 OF SECTION 1, T114N, R35W, 4.3 MILES (6.9 KM)
 PQ1675'SOUTH ALONG TRUNK HIGHWAY 71 FROM ITS SOUTH Y-JUNCTION (DEPUE AVE)
 PQ1675'WITH TRUNK HIGHWAY 212 IN OLIVIA, 104.5 FEET (31.9 M) WEST OF AND
 PQ1675'ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 71 AT MILEPOINT 93.25,
 PQ1675'55.5 FEET (16.9 M) SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 37.8
 PQ1675'FEET (11.5 M) SOUTHWEST OF A TELEPHONE CABLE MARKER BOX, 3.0 FEET
 PQ1675'(0.9 M) NORTHWEST OF A POWER POLE, AND 1.2 FEET (0.4 M) EAST OF A
 PQ1675'STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT DISK
 PQ1675'STAMPED---6508 P 1986---, IS FORCED ONTO THE TOP OF A DRIVEN (TO
 PQ1675'REFUSAL) 3/4-INCH DIAMETER BY 15-FOOT LONG ALUMINUM ALLOY ROD, AND IS
 PQ1675'FLUSH WITH THE GROUND.
 PQ1675
 PQ1675                          STATION RECOVERY (2004)
 PQ1675
 PQ1675'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PQ1675'MARK NOT FOUND. SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1676 ***********************************************************************
 PQ1676  DESIGNATION -  6508 Q
 PQ1676  PID         -  PQ1676
 PQ1676  STATE/COUNTY-  MN/RENVILLE
 PQ1676  USGS QUAD   -  MORTON NW (1983)
 PQ1676
 PQ1676                         *CURRENT SURVEY CONTROL
 PQ1676  ___________________________________________________________________
 PQ1676* NAD 83(1986)-  44 43 33.     (N)    094 59 40.     (W)     SCALED    
 PQ1676* NAVD 88     -       326.879  (meters)    1072.44   (feet)  ADJUSTED  
 PQ1676  ___________________________________________________________________
 PQ1676  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 PQ1676  DYNAMIC HT  -         326.838 (meters)    1072.30  (feet)  COMP
 PQ1676  MODELED GRAV-     980,484.8   (mgal)                       NAVD 88
 PQ1676
 PQ1676  VERT ORDER  -  SECOND    CLASS I
 PQ1676
 PQ1676.The horizontal coordinates were scaled from a topographic map and have
 PQ1676.an estimated accuracy of +/- 6 seconds.
 PQ1676
 PQ1676.The orthometric height was determined by differential leveling
 PQ1676.and adjusted by the National Geodetic Survey in June 1995..
 PQ1676
 PQ1676.The geoid height was determined by GEOID03.
 PQ1676
 PQ1676.The dynamic height is computed by dividing the NAVD 88
 PQ1676.geopotential number by the normal gravity value computed on the
 PQ1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1676.degrees latitude (g = 980.6199 gals.).
 PQ1676
 PQ1676.The modeled gravity was interpolated from observed gravity values.
 PQ1676
 PQ1676;                    North         East    Units  Estimated Accuracy
 PQ1676;SPC MN S     -   292,240.      721,230.      MT  (+/- 180 meters Scaled)
 PQ1676
 PQ1676                          SUPERSEDED SURVEY CONTROL
 PQ1676
 PQ1676.No superseded survey control is available for this station.
 PQ1676
 PQ1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK420544(NAD 83)
 PQ1676_MARKER: DV = VERTICAL CONTROL DISK
 PQ1676_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1676_SP_SET: ALUMINUM ALLOY ROD
 PQ1676_STAMPING: 6508 Q 1986
 PQ1676_MARK LOGO: MNDT  
 PQ1676_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1676+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 PQ1676
 PQ1676  HISTORY     - Date     Condition        Report By
 PQ1676  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1676  HISTORY     - 20040419 GOOD             USPSQD
 PQ1676
 PQ1676                          STATION DESCRIPTION
 PQ1676
 PQ1676'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1676'THE MARK IS LOCATED ABOUT 2.75 MILES (4.43 KM) SOUTH OF THE CITY OF
 PQ1676'OLIVIA, IN THE NW 1/4 OF SECTION 31, T115N, R34W, 3.4 MILES (5.5 KM)
 PQ1676'SOUTH ALONG TRUNK HIGHWAY 71 FROM ITS SOUTH Y-JUNCTION (DEPUE AVE)
 PQ1676'WITH TRUNK HIGHWAY 212 IN OLIVIA, 70.5 FEET (21.5 M) EAST OF AND
 PQ1676'ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 71 AT MILEPOINT 94.15,
 PQ1676'23.8 FEET (7.3 M) NORTH-NORTHEAST OF AN 8-INCH PINE TREE, 13.0 FEET
 PQ1676'(4.0 M) SOUTH OF AN 8-INCH PINE TREE, AND 0.9 FEET (27.4 CM) WEST OF
 PQ1676'A STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT
 PQ1676'VERTICAL CONTROL MONUMENT DISK STAMPED---6508 Q 1986---, IS FORCED
 PQ1676'ONTO THE TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 14-FOOT
 PQ1676'LONG ALUMINUM ALLOY ROD, AND IS FLUSH WITH THE GROUND.
 PQ1676
 PQ1676                          STATION RECOVERY (2004)
 PQ1676
 PQ1676'RECOVERY NOTE BY US POWER SQUADRON 2004
 PQ1676'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1682 ***********************************************************************
 PQ1682  DESIGNATION -  6508 R
 PQ1682  PID         -  PQ1682
 PQ1682  STATE/COUNTY-  MN/RENVILLE
 PQ1682  USGS QUAD   -  OLIVIA (1982)
 PQ1682
 PQ1682                         *CURRENT SURVEY CONTROL
 PQ1682  ___________________________________________________________________
 PQ1682* NAD 83(1986)-  44 46 02.     (N)    094 59 42.     (W)     SCALED    
 PQ1682* NAVD 88     -       328.180  (meters)    1076.70   (feet)  ADJUSTED  
 PQ1682  ___________________________________________________________________
 PQ1682  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 PQ1682  DYNAMIC HT  -         328.140 (meters)    1076.57  (feet)  COMP
 PQ1682  MODELED GRAV-     980,489.0   (mgal)                       NAVD 88
 PQ1682
 PQ1682  VERT ORDER  -  SECOND    CLASS I
 PQ1682
 PQ1682.The horizontal coordinates were scaled from a topographic map and have
 PQ1682.an estimated accuracy of +/- 6 seconds.
 PQ1682
 PQ1682.The orthometric height was determined by differential leveling
 PQ1682.and adjusted by the National Geodetic Survey in June 1995..
 PQ1682
 PQ1682.The geoid height was determined by GEOID03.
 PQ1682
 PQ1682.The dynamic height is computed by dividing the NAVD 88
 PQ1682.geopotential number by the normal gravity value computed on the
 PQ1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1682.degrees latitude (g = 980.6199 gals.).
 PQ1682
 PQ1682.The modeled gravity was interpolated from observed gravity values.
 PQ1682
 PQ1682;                    North         East    Units  Estimated Accuracy
 PQ1682;SPC MN S     -   296,840.      721,240.      MT  (+/- 180 meters Scaled)
 PQ1682
 PQ1682                          SUPERSEDED SURVEY CONTROL
 PQ1682
 PQ1682.No superseded survey control is available for this station.
 PQ1682
 PQ1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK421590(NAD 83)
 PQ1682_MARKER: DB = BENCH MARK DISK
 PQ1682_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1682_SP_SET: CONCRETE BASE
 PQ1682_STAMPING: 6508 R 1986
 PQ1682_MARK LOGO: MNDT  
 PQ1682_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1682+STABILITY: SURFACE MOTION
 PQ1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1682+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 PQ1682
 PQ1682  HISTORY     - Date     Condition        Report By
 PQ1682  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1682  HISTORY     - 1989     GOOD             MNDT
 PQ1682  HISTORY     - 20030820 GOOD             MNDT
 PQ1682  HISTORY     - 20040419 GOOD             USPSQD
 PQ1682
 PQ1682                          STATION DESCRIPTION
 PQ1682
 PQ1682'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1682'THE MARK IS LOCATED AT THE SOUTH LIMITS OF THE CITY OF OLIVIA, NEAR
 PQ1682'THE WEST 1/4 CORNER OF SECTION 18, T115N, R34W, 0.5 MILE (0.8 KM)
 PQ1682'SOUTH ALONG TRUNK HIGHWAY 71 FROM ITS SOUTH Y-JUNCTION (DEPUE AVE)
 PQ1682'WITH TRUNK HIGHWAY 212 IN OLIVIA, 64.7 FEET (19.7 M) EAST OF AND 2
 PQ1682'FEET (0.6 M) LOWER THAN THE CENTERLINE OF HIGHWAY 71 AT MILEPOINT
 PQ1682'97.05, 48.0 FEET (14.6 M) SOUTH OF THE CENTER OF AN ENTRANCE, 35.0
 PQ1682'FEET (10.7 M) NORTH-NORTHEAST OF A POLE (WITH A WARNING SIREN), AND
 PQ1682'8.0 FEET (2.4 M) NORTH-NORTHEAST OF A POWER POLE, (WITH TRANSFORMER
 PQ1682'AND LIGHT).  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL
 PQ1682'MONUMENT DISK STAMPED---6508 R 1986---, IS SET IN A DRILL HOLE IN THE
 PQ1682'NORTHWEST CORNER OF A 7-FOOT BY 14-FOOT CONCRETE BASE FOR A
 PQ1682'GENERATOR.
 PQ1682
 PQ1682                          STATION RECOVERY (1989)
 PQ1682
 PQ1682'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PQ1682'RECOVERED AS DESCRIBED.
 PQ1682
 PQ1682                          STATION RECOVERY (2003)
 PQ1682
 PQ1682'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ1682'AT OLIVIA, 0.5 MILES SOUTH ON TRUNK HIGHWAY 71 FROM JUNCTION OF TRUNK
 PQ1682'HIGHWAY 71 AND TRUNK HIGHWAY 212, 64.7 FEET EAST OF TRUNK HIGHWAY 71,
 PQ1682'AT TRUNK HIGHWAY 71 MILEPOINT 97.05, 48 FEET SOUTH OF ENTRANCE, 35
 PQ1682'FEET NORTH-NORTHEAST OF POLE, 8 FEET NORTH-NORTHEAST OF POWER POLE
 PQ1682'WITH TRANSFORMER, IN NORTHWEST CORNER OF CONCRETE GENERATOR BASE
 PQ1682
 PQ1682                          STATION RECOVERY (2004)
 PQ1682
 PQ1682'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PQ1682'RECOVERED IN GOOD CONDITION AS DESCRIBED, WITH THE FOLLOWING ADDITION.
 PQ1682'MARK IS LOCATED AT HIGHWAY 71 AND BAYBERRY AVE. SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1677 ***********************************************************************
 PQ1677  DESIGNATION -  6508 T
 PQ1677  PID         -  PQ1677
 PQ1677  STATE/COUNTY-  MN/RENVILLE
 PQ1677  USGS QUAD   -  MORTON NW (1983)
 PQ1677
 PQ1677                         *CURRENT SURVEY CONTROL
 PQ1677  ___________________________________________________________________
 PQ1677* NAD 83(1986)-  44 44 09.     (N)    094 59 41.     (W)     SCALED    
 PQ1677* NAVD 88     -       330.498  (meters)    1084.31   (feet)  ADJUSTED  
 PQ1677  ___________________________________________________________________
 PQ1677  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 PQ1677  DYNAMIC HT  -         330.457 (meters)    1084.17  (feet)  COMP
 PQ1677  MODELED GRAV-     980,485.6   (mgal)                       NAVD 88
 PQ1677
 PQ1677  VERT ORDER  -  SECOND    CLASS I
 PQ1677
 PQ1677.The horizontal coordinates were scaled from a topographic map and have
 PQ1677.an estimated accuracy of +/- 6 seconds.
 PQ1677
 PQ1677.The orthometric height was determined by differential leveling
 PQ1677.and adjusted by the National Geodetic Survey in June 1995..
 PQ1677
 PQ1677.The geoid height was determined by GEOID03.
 PQ1677
 PQ1677.The dynamic height is computed by dividing the NAVD 88
 PQ1677.geopotential number by the normal gravity value computed on the
 PQ1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1677.degrees latitude (g = 980.6199 gals.).
 PQ1677
 PQ1677.The modeled gravity was interpolated from observed gravity values.
 PQ1677
 PQ1677;                    North         East    Units  Estimated Accuracy
 PQ1677;SPC MN S     -   293,350.      721,220.      MT  (+/- 180 meters Scaled)
 PQ1677
 PQ1677                          SUPERSEDED SURVEY CONTROL
 PQ1677
 PQ1677.No superseded survey control is available for this station.
 PQ1677
 PQ1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK420555(NAD 83)
 PQ1677_MARKER: DV = VERTICAL CONTROL DISK
 PQ1677_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1677_SP_SET: ALUMINUM ALLOY ROD
 PQ1677_STAMPING: 6508 T 1986
 PQ1677_MARK LOGO: MNDT  
 PQ1677_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1677
 PQ1677  HISTORY     - Date     Condition        Report By
 PQ1677  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1677  HISTORY     - 20040419 MARK NOT FOUND   USPSQD
 PQ1677
 PQ1677                          STATION DESCRIPTION
 PQ1677
 PQ1677'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1677'THE MARK IS LOCATED ABOUT 2.25 MILES (3.62 KM) SOUTH OF THE CITY OF
 PQ1677'OLIVIA, IN THE SW 1/4 OF SECTION 30, T115, R34W, 2.7 MILES (4.3 KM)
 PQ1677'SOUTH ALONG TRUNK HIGHWAY 71 FROM ITS SOUTH Y-JUCTION (DEPUE AVE) WITH
 PQ1677'TRUNK HIGHWAY 212 IN OLIVIA, 75.6 FEET (23.0 M) EAST OF AND 1 FOOT
 PQ1677'(0.3 M) LOWER THAN THE CENTERLINE OF HIGHWAY 71 AT MILEPOINT 94.85,
 PQ1677'110.0 FEET (33.5 M) SOUTH OF THE CENTER OF AN ENTRANCE, 5.0 FEET
 PQ1677'(1.5 M) NORTH OF A POWER POLE (WITH ANCHOR WIRE), 6.3 FEET (1.9 M)
 PQ1677'NORTH OF A RIGHT-OF-WAY POST, AND 1.1 FEET (0.3 M) SOUTH OF A STEEL
 PQ1677'WITNESS POST.  THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL
 PQ1677'CONTROL MONUMENT DISK STAMPED---6508 T 1986---, IS FORCED ONTO THE
 PQ1677'TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 18.5-FOOT LONG
 PQ1677'ALUMINUM ALLOY ROD, AND IS FLUSH WITH THE GROUND.
 PQ1677
 PQ1677                          STATION RECOVERY (2004)
 PQ1677
 PQ1677'RECOVERY NOTE BY US POWER SQUADRON 2004
 PQ1677'MARK NOT FOUND. SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0316 ***********************************************************************
 PQ0316  DESIGNATION -  6509 A
 PQ0316  PID         -  PQ0316
 PQ0316  STATE/COUNTY-  MN/RENVILLE
 PQ0316  USGS QUAD   -  DANUBE (1965)
 PQ0316
 PQ0316                         *CURRENT SURVEY CONTROL
 PQ0316  ___________________________________________________________________
 PQ0316* NAD 83(1996)-  44 46 42.52913(N)    095 01 32.96159(W)     ADJUSTED  
 PQ0316* NAVD 88     -       328.769  (meters)    1078.64   (feet)  ADJUSTED  
 PQ0316  ___________________________________________________________________
 PQ0316  X           -    -397,302.984 (meters)                     COMP
 PQ0316  Y           -  -4,517,742.061 (meters)                     COMP
 PQ0316  Z           -   4,470,120.097 (meters)                     COMP
 PQ0316  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 PQ0316  ELLIP HEIGHT-         301.58  (meters)          (06/28/04) GPS OBS
 PQ0316  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 PQ0316  DYNAMIC HT  -         328.731 (meters)    1078.51  (feet)  COMP
 PQ0316  MODELED GRAV-     980,491.2   (mgal)                       NAVD 88
 PQ0316
 PQ0316  HORZ ORDER  -  FIRST
 PQ0316  VERT ORDER  -  SECOND    CLASS 0
 PQ0316  ELLP ORDER  -  FOURTH    CLASS I
 PQ0316
 PQ0316.The horizontal coordinates were established by GPS observations
 PQ0316.and adjusted by the MN DEPT OF TRANSP in June 2004..
 PQ0316
 PQ0316.The orthometric height was determined by differential leveling
 PQ0316.and adjusted by the National Geodetic Survey in July 1998..
 PQ0316
 PQ0316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0316
 PQ0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0316
 PQ0316.The ellipsoidal height was determined by GPS observations
 PQ0316.and is referenced to NAD 83.
 PQ0316
 PQ0316.The geoid height was determined by GEOID03.
 PQ0316
 PQ0316.The dynamic height is computed by dividing the NAVD 88
 PQ0316.geopotential number by the normal gravity value computed on the
 PQ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0316.degrees latitude (g = 980.6199 gals.).
 PQ0316
 PQ0316.The modeled gravity was interpolated from observed gravity values.
 PQ0316
 PQ0316;                    North         East     Units Scale Factor Converg.
 PQ0316;SPC MN S     -   298,120.146   718,813.590   MT  0.99993370   -0 43 08.5
 PQ0316;UTM  15      - 4,960,339.120   339,719.846   MT  0.99991591   -1 25 38.0
 PQ0316
 PQ0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0316!SPC MN S     -   0.99995272  x   0.99993370  =   0.99988642
 PQ0316!UTM  15      -   0.99995272  x   0.99991591  =   0.99986863
 PQ0316
 PQ0316|---------------------------------------------------------------------|
 PQ0316| PID    Reference Object                     Distance      Geod. Az  |
 PQ0316|                                                           dddmmss.s |
 PQ0316| PQ1269 OLIVIAPORT AZ MK                    186.317 METERS 19450     |
 PQ0316|---------------------------------------------------------------------|
 PQ0316
 PQ0316                          SUPERSEDED SURVEY CONTROL
 PQ0316
 PQ0316  NAVD 88 (06/15/91)  328.790  (m)         1078.71   (f) UNKNOWN     2 0
 PQ0316  NGVD 29 (??/??/92)  328.634  (m)         1078.19   (f) ADJ UNCH    2 0
 PQ0316
 PQ0316.Superseded values are not recommended for survey control.
 PQ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0316.See file dsdata.txt to determine how the superseded data were derived.
 PQ0316
 PQ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3972060339(NAD 83)
 PQ0316_MARKER: DB = BENCH MARK DISK
 PQ0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0316_STAMPING: 6509 A 1948
 PQ0316_MARK LOGO: MNDT  
 PQ0316_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0316+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 PQ0316
 PQ0316  HISTORY     - Date     Condition        Report By
 PQ0316  HISTORY     - 1948     MONUMENTED       MNDT
 PQ0316  HISTORY     - 1972     GOOD             MNDT
 PQ0316  HISTORY     - 1980     GOOD
 PQ0316  HISTORY     - 1989     GOOD             MNDT
 PQ0316  HISTORY     - 20030826 GOOD             MNDT
 PQ0316
 PQ0316                          STATION DESCRIPTION
 PQ0316
 PQ0316'DESCRIBED BY MN DEPT OF TRANSP 1972
 PQ0316'1.5 MI W FROM OLIVIA.
 PQ0316'MONUMENT IS LOCATED 0.02 MILES EAST ALONG T.H. 212 FROM WEST JCT. T.H.
 PQ0316'212 AND T.H. 71 IN A CONCRETE POST 75 FEET NORTH OF THE CENTERLINE OF
 PQ0316'T.H. 212 (STATION 1528+75) AND 24 FEET EAST OF CENTER OF ROAD TO USS
 PQ0316'FARM SERVICE CENTER.  MONUMENT IS LOCATED IN THE BACKSLOPE 8 FEET
 PQ0316'SOUTH OF A FENCE CORNER AND APPROXIMATELY IN LINE WITH THE FENCE
 PQ0316'RUNNING NORTH, ONE FOOT SOUTH OF A BENCH MARK WITNESS POST, AND LEVEL
 PQ0316'WITH THE GROUND AT MILE POINT 75.2 (T.H. 212).  SW 1/4 SECTION 11, T
 PQ0316'115N, R 35W.
 PQ0316
 PQ0316                          STATION RECOVERY (1980)
 PQ0316
 PQ0316'RECOVERED 1980
 PQ0316'IT IS LOCATED 0.2 MILE EAST ALONG TRUNK HIGHWAY 212 FROM THE WEST
 PQ0316'JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 71 AT TRUNK HIGHWAY
 PQ0316'212 MILEPOINT 75.2. IT IS 75 FEET NORTH OF THE CENTERLINE OF TRUNK
 PQ0316'HIGHWAY 212 STATION 1528 & 75 AND 24 FEET EAST OF THE CENTER OF A
 PQ0316'ROAD LEADING TO A USS FARM SERVICE CENTER. THE MARK IS ON THE
 PQ0316'BACKSLOPE ,1 FOOT SOUTH OF A WITNESS POST, AND LEVEL WITH THE SURFACE
 PQ0316'OF THE GROUND.
 PQ0316
 PQ0316                          STATION RECOVERY (1989)
 PQ0316
 PQ0316'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PQ0316'ABOUT 2 MILES WEST-NORTHWEST OF THE CITY OF OLIVIA, 0.2 MILE EAST
 PQ0316'ALONG TRUNK HIGHWAY 212 FROM ITS WEST JUNCTION WITH TRUNK HIGHWAY 71,
 PQ0316'IN THE SE 1/4 OF SECTION 11, T115N, R35W, 75 FEET NORTH OF THE
 PQ0316'CENTERLINE OF HIGHWAY 212, AT MILEPOINT 75.4, AT ENGINEERS STATION
 PQ0316'1528+75, ON A BACKSLOPE, 24 FEET EAST OF THE CENTER OF A ROAD LEADING
 PQ0316'TO PRO EQUIPMENT SALES, AND 1 FOOT SOUTH OF A WITNESS POST.  THE MARK,
 PQ0316'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6509 A
 PQ0316'1948---, IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT AND
 PQ0316'0.2 FOOT BELOW THE GROUND.  THE FENCELINES CALLED OUT IN THE ORIGINAL
 PQ0316'DESCRIPTION HAVE NOW BEEN REMOVED.
 PQ0316
 PQ0316                          STATION RECOVERY (2003)
 PQ0316
 PQ0316'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ0316'1.5 MILE (2.4 KM) WEST OF OLIVIA, 0.2 MILE (0.3 KM) EAST ON TRUNK
 PQ0316'HIGHWAY 212 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 71, 75 FEET (22.9
 PQ0316'M) NORTH OF THE CENTER OF TRUNK HIGHWAY 212, AT TRUNK HIGHWAY 212
 PQ0316'MILEPOINT 75.25, ON BACKSLOPE, 24 FEET (7.3 M) EAST OF ROAD, SOUTH OF
 PQ0316'PRO EQUIPMENT SALES BUILDING, 44.4 FEET (13.5 M) EAST-SOUTHEAST OF
 PQ0316'POWER POLE CAB2, 1.0 F00T SOUTH OF WITNESS POST, RECESSED 2 INCHES,
 PQ0316'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0318 ***********************************************************************
 PQ0318  DESIGNATION -  6509 B
 PQ0318  PID         -  PQ0318
 PQ0318  STATE/COUNTY-  MN/RENVILLE
 PQ0318  USGS QUAD   -  DANUBE (1965)
 PQ0318
 PQ0318                         *CURRENT SURVEY CONTROL
 PQ0318  ___________________________________________________________________
 PQ0318* NAD 83(1986)-  44 47 47.     (N)    095 02 11.     (W)     SCALED    
 PQ0318* NAVD 88     -       333.146  (meters)    1093.00   (feet)  ADJUSTED  
 PQ0318  ___________________________________________________________________
 PQ0318  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 PQ0318  DYNAMIC HT  -         333.109 (meters)    1092.88  (feet)  COMP
 PQ0318  MODELED GRAV-     980,494.5   (mgal)                       NAVD 88
 PQ0318
 PQ0318  VERT ORDER  -  SECOND    CLASS 0
 PQ0318
 PQ0318.The horizontal coordinates were scaled from a topographic map and have
 PQ0318.an estimated accuracy of +/- 6 seconds.
 PQ0318
 PQ0318.The orthometric height was determined by differential leveling
 PQ0318.and adjusted by the National Geodetic Survey in July 1998..
 PQ0318
 PQ0318.The geoid height was determined by GEOID03.
 PQ0318
 PQ0318.The dynamic height is computed by dividing the NAVD 88
 PQ0318.geopotential number by the normal gravity value computed on the
 PQ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0318.degrees latitude (g = 980.6199 gals.).
 PQ0318
 PQ0318.The modeled gravity was interpolated from observed gravity values.
 PQ0318
 PQ0318;                    North         East    Units  Estimated Accuracy
 PQ0318;SPC MN S     -   300,120.      718,000.      MT  (+/- 180 meters Scaled)
 PQ0318
 PQ0318                          SUPERSEDED SURVEY CONTROL
 PQ0318
 PQ0318  NAVD 88 (06/15/91)  333.174  (m)         1093.09   (f) UNKNOWN     2 0
 PQ0318  NGVD 29 (??/??/92)  333.016  (m)         1092.57   (f) ADJ UNCH    2 0
 PQ0318
 PQ0318.Superseded values are not recommended for survey control.
 PQ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0318.See file dsdata.txt to determine how the superseded data were derived.
 PQ0318
 PQ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK389623(NAD 83)
 PQ0318_MARKER: DB = BENCH MARK DISK
 PQ0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0318_STAMPING: 6509 B 1948
 PQ0318_MARK LOGO: MNDT  
 PQ0318_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0318+STABILITY: SURFACE MOTION
 PQ0318
 PQ0318  HISTORY     - Date     Condition        Report By
 PQ0318  HISTORY     - 1948     MONUMENTED       MNDT
 PQ0318  HISTORY     - 1972     GOOD             MNDT
 PQ0318  HISTORY     - 1978     GOOD             MNDT
 PQ0318  HISTORY     - 1990     GOOD             MNDT
 PQ0318
 PQ0318                          STATION DESCRIPTION
 PQ0318
 PQ0318'DESCRIBED BY MN DEPT OF TRANSP 1972
 PQ0318'2.7 MI N FROM OLIVIA.
 PQ0318'MONUMENT IS LOCATED 1.3 MILES NORTH ALONG T.H. 71 FROM THE WEST JCT.
 PQ0318'T.H. 71 AND 212 IN A CONCRETE POST 75 FEET WEST OF THE CENTERLINE OF
 PQ0318'T.H. 71 (STATION 73+92) IN LINE WITH AN EAST-WEST FENCE RUNNING WEST,
 PQ0318'SOUTHEAST OF A STONE PILE, 5 FEET SOUTHWEST OF A POWERPOLE, 1.5 FEET
 PQ0318'SOUTH OF A RIGHT OF WAY MARKER, AND ONE FOOT NORTHEAST OF A BENCH MARK
 PQ0318'WITNESS POST, FLUSH WITH THE GROUND, AT MILE POINT 100.5.  SE 1/4
 PQ0318'SECTION 3, T 115N, R 35W.
 PQ0318
 PQ0318                          STATION RECOVERY (1978)
 PQ0318
 PQ0318'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 PQ0318'THE MARK WAS RECOVERED IN GOOD CONDITION 1.3 MILES NORTH ALONG TRUNK
 PQ0318'HIGHWAY 71 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 71 AND 212, IN A
 PQ0318'CONCRETE POST, 75 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 71
 PQ0318'(STATION 73+92), IN LINE WITH AN EAST-WEST FENCE RUNNING WEST,
 PQ0318'SOUTHEAST OF A STONE PILE, 1.5 FEET SOUTH OF A RIGHT-OF-WAY MARKER,
 PQ0318'1.0 FOOT NORTHEAST OF A STEEL WITNESS POST, AND FLUSH WITH THE
 PQ0318'SURFACE OF THE GROUND AT MILEPOINT 100.5.
 PQ0318
 PQ0318                          STATION RECOVERY (1990)
 PQ0318
 PQ0318'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO)
 PQ0318'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0319 ***********************************************************************
 PQ0319  DESIGNATION -  6509 C
 PQ0319  PID         -  PQ0319
 PQ0319  STATE/COUNTY-  MN/RENVILLE
 PQ0319  USGS QUAD   -  DANUBE (1965)
 PQ0319
 PQ0319                         *CURRENT SURVEY CONTROL
 PQ0319  ___________________________________________________________________
 PQ0319* NAD 83(1986)-  44 48 27.     (N)    095 02 11.     (W)     SCALED    
 PQ0319* NAVD 88     -       329.343  (meters)    1080.52   (feet)  ADJUSTED  
 PQ0319  ___________________________________________________________________
 PQ0319  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 PQ0319  DYNAMIC HT  -         329.306 (meters)    1080.40  (feet)  COMP
 PQ0319  MODELED GRAV-     980,496.9   (mgal)                       NAVD 88
 PQ0319
 PQ0319  VERT ORDER  -  SECOND    CLASS 0
 PQ0319
 PQ0319.The horizontal coordinates were scaled from a topographic map and have
 PQ0319.an estimated accuracy of +/- 6 seconds.
 PQ0319
 PQ0319.The orthometric height was determined by differential leveling
 PQ0319.and adjusted by the National Geodetic Survey in June 1991..
 PQ0319
 PQ0319.The geoid height was determined by GEOID03.
 PQ0319
 PQ0319.The dynamic height is computed by dividing the NAVD 88
 PQ0319.geopotential number by the normal gravity value computed on the
 PQ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0319.degrees latitude (g = 980.6199 gals.).
 PQ0319
 PQ0319.The modeled gravity was interpolated from observed gravity values.
 PQ0319
 PQ0319;                    North         East    Units  Estimated Accuracy
 PQ0319;SPC MN S     -   301,360.      718,020.      MT  (+/- 180 meters Scaled)
 PQ0319
 PQ0319                          SUPERSEDED SURVEY CONTROL
 PQ0319
 PQ0319  NGVD 29 (??/??/92)  329.185  (m)         1080.00   (f) ADJ UNCH    2 0
 PQ0319
 PQ0319.Superseded values are not recommended for survey control.
 PQ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0319.See file dsdata.txt to determine how the superseded data were derived.
 PQ0319
 PQ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK389635(NAD 83)
 PQ0319_MARKER: DB = BENCH MARK DISK
 PQ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0319_STAMPING: 6509 C 1948
 PQ0319_MARK LOGO: MNDT  
 PQ0319_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0319+STABILITY: SURFACE MOTION
 PQ0319
 PQ0319  HISTORY     - Date     Condition        Report By
 PQ0319  HISTORY     - 1948     MONUMENTED       MNDT
 PQ0319  HISTORY     - 1972     GOOD             MNDT
 PQ0319  HISTORY     - 1978     GOOD             MNDT
 PQ0319  HISTORY     - 1990     GOOD             MNDT
 PQ0319
 PQ0319                          STATION DESCRIPTION
 PQ0319
 PQ0319'DESCRIBED BY MN DEPT OF TRANSP 1972
 PQ0319'3.5 MI N FROM OLIVIA.
 PQ0319'MONUMENT IS LOCATED 2.1 MILES NORTH ALONG T.H. 71 FROM WEST JCT. T.H.
 PQ0319'71 AND 212 IN A CONCRETE POST 75 FEET WEST OF THE CENTERLINE OF T.H.
 PQ0319'71 (STATION 114+10), IN LINE WITH AN OLD FENCE RUNNING WEST, ON THE
 PQ0319'SOUTH SIDE OF A BILLBOARD SIGN, ONE FOOT SOUTH OF A BENCH MARK WITNESS
 PQ0319'POST, FLUSH WITH THE GROUND, AT MILE POINT 101.25.  SE 1/4 SECTION 34,
 PQ0319'T 116N, R 35W.
 PQ0319
 PQ0319                          STATION RECOVERY (1978)
 PQ0319
 PQ0319'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 PQ0319'THE MARK WAS RECOVERED IN GOOD CONDITION 2.1 MILES NORTH ALONG TRUNK
 PQ0319'HIGHWAY 71 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 71 AND 212, IN A
 PQ0319'CONCRETE POST, 75 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 71
 PQ0319'(STATION 114+10), IN LINE WITH AN OLD FENCE RUNNING WEST, 1.0 FOOT
 PQ0319'SOUTH OF A STEEL WITNESS POST, AND FLUSH WITH THE SURFACE OF THE
 PQ0319'GROUND AT MILEPOINT 101.25.
 PQ0319
 PQ0319                          STATION RECOVERY (1990)
 PQ0319
 PQ0319'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO)
 PQ0319'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0320 ***********************************************************************
 PQ0320  DESIGNATION -  6509 D
 PQ0320  PID         -  PQ0320
 PQ0320  STATE/COUNTY-  MN/RENVILLE
 PQ0320  USGS QUAD   -  DANUBE (1965)
 PQ0320
 PQ0320                         *CURRENT SURVEY CONTROL
 PQ0320  ___________________________________________________________________
 PQ0320* NAD 83(1986)-  44 49 12.     (N)    095 02 10.     (W)     SCALED    
 PQ0320* NAVD 88     -       330.683  (meters)    1084.92   (feet)  ADJUSTED  
 PQ0320  ___________________________________________________________________
 PQ0320  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PQ0320  DYNAMIC HT  -         330.647 (meters)    1084.80  (feet)  COMP
 PQ0320  MODELED GRAV-     980,499.9   (mgal)                       NAVD 88
 PQ0320
 PQ0320  VERT ORDER  -  SECOND    CLASS 0
 PQ0320
 PQ0320.The horizontal coordinates were scaled from a topographic map and have
 PQ0320.an estimated accuracy of +/- 6 seconds.
 PQ0320
 PQ0320.The orthometric height was determined by differential leveling
 PQ0320.and adjusted by the National Geodetic Survey in June 1991..
 PQ0320
 PQ0320.The geoid height was determined by GEOID03.
 PQ0320
 PQ0320.The dynamic height is computed by dividing the NAVD 88
 PQ0320.geopotential number by the normal gravity value computed on the
 PQ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0320.degrees latitude (g = 980.6199 gals.).
 PQ0320
 PQ0320.The modeled gravity was interpolated from observed gravity values.
 PQ0320
 PQ0320;                    North         East    Units  Estimated Accuracy
 PQ0320;SPC MN S     -   302,740.      718,060.      MT  (+/- 180 meters Scaled)
 PQ0320
 PQ0320                          SUPERSEDED SURVEY CONTROL
 PQ0320
 PQ0320  NGVD 29 (??/??/92)  330.524  (m)         1084.39   (f) ADJ UNCH    2 0
 PQ0320
 PQ0320.Superseded values are not recommended for survey control.
 PQ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0320.See file dsdata.txt to determine how the superseded data were derived.
 PQ0320
 PQ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK390649(NAD 83)
 PQ0320_MARKER: DD = SURVEY DISK
 PQ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0320_STAMPING: 6509 D 1948
 PQ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0320+STABILITY: SURFACE MOTION
 PQ0320
 PQ0320  HISTORY     - Date     Condition        Report By
 PQ0320  HISTORY     - 1948     MONUMENTED       MNDT
 PQ0320  HISTORY     - 1972     GOOD             MNDT
 PQ0320
 PQ0320                          STATION DESCRIPTION
 PQ0320
 PQ0320'DESCRIBED BY MN DEPT OF TRANSP 1972
 PQ0320'4.0 MI N FROM OLIVIA.
 PQ0320'MONUMENT IS LOCATED 3.0 MILES NORTH ALONG T.H. 71 FROM WEST JCT. T.H.
 PQ0320'71 AND 212 IN A CONCRETE POST, 75 FEET EAST OF THE CENTERLINE OF T.H.
 PQ0320'71 (STATION 161+00) AND 80 FEET SOUTH OF THE CENTER OF A FARM
 PQ0320'DRIVEWAY, AND 680 FEET NORTH OF THE JCT. OF T.H. 71 AND COUNTY ROAD,
 PQ0320'ONE FOOT WEST OF A BENCH MARK WITNESS POST, PROJECTING 2 INCHES ABOVE
 PQ0320'THE GROUND, AT MILE POINT 102.15.  SW 1/4 SECTION 26, T 116N, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0317 ***********************************************************************
 PQ0317  DESIGNATION -  6509 J
 PQ0317  PID         -  PQ0317
 PQ0317  STATE/COUNTY-  MN/RENVILLE
 PQ0317  USGS QUAD   -  DANUBE (1965)
 PQ0317
 PQ0317                         *CURRENT SURVEY CONTROL
 PQ0317  ___________________________________________________________________
 PQ0317* NAD 83(1986)-  44 47 19.     (N)    095 02 15.     (W)     SCALED    
 PQ0317* NAVD 88     -       328.803  (meters)    1078.75   (feet)  ADJUSTED  
 PQ0317  ___________________________________________________________________
 PQ0317  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 PQ0317  DYNAMIC HT  -         328.765 (meters)    1078.62  (feet)  COMP
 PQ0317  MODELED GRAV-     980,492.9   (mgal)                       NAVD 88
 PQ0317
 PQ0317  VERT ORDER  -  SECOND    CLASS 0
 PQ0317
 PQ0317.The horizontal coordinates were scaled from a topographic map and have
 PQ0317.an estimated accuracy of +/- 6 seconds.
 PQ0317
 PQ0317.The orthometric height was determined by differential leveling
 PQ0317.and adjusted by the National Geodetic Survey in July 1998..
 PQ0317
 PQ0317.The geoid height was determined by GEOID03.
 PQ0317
 PQ0317.The dynamic height is computed by dividing the NAVD 88
 PQ0317.geopotential number by the normal gravity value computed on the
 PQ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0317.degrees latitude (g = 980.6199 gals.).
 PQ0317
 PQ0317.The modeled gravity was interpolated from observed gravity values.
 PQ0317
 PQ0317;                    North         East    Units  Estimated Accuracy
 PQ0317;SPC MN S     -   299,260.      717,900.      MT  (+/- 180 meters Scaled)
 PQ0317
 PQ0317                          SUPERSEDED SURVEY CONTROL
 PQ0317
 PQ0317  NAVD 88 (06/15/91)  328.835  (m)         1078.85   (f) UNKNOWN     2 0
 PQ0317  NGVD 29 (??/??/92)  328.677  (m)         1078.33   (f) ADJ UNCH    2 0
 PQ0317
 PQ0317.Superseded values are not recommended for survey control.
 PQ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0317.See file dsdata.txt to determine how the superseded data were derived.
 PQ0317
 PQ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK388614(NAD 83)
 PQ0317_MARKER: DB = BENCH MARK DISK
 PQ0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0317_STAMPING: 6509 J 1972
 PQ0317_MARK LOGO: MNDT  
 PQ0317_PROJECTION: FLUSH
 PQ0317_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0317+STABILITY: SURFACE MOTION
 PQ0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0317+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 PQ0317
 PQ0317  HISTORY     - Date     Condition        Report By
 PQ0317  HISTORY     - 1972     MONUMENTED       MNDT
 PQ0317  HISTORY     - 1978     GOOD             MNDT
 PQ0317  HISTORY     - 1990     GOOD             MNDT
 PQ0317  HISTORY     - 20030826 GOOD             MNDT
 PQ0317
 PQ0317                          STATION DESCRIPTION
 PQ0317
 PQ0317'DESCRIBED BY MN DEPT OF TRANSP 1972
 PQ0317'2.5 MI NW FROM OLIVIA.
 PQ0317'MONUMENT IS LOCATED 0.8 MILES NORTHWEST ALONG T.H. 71 FROM WEST JCT.
 PQ0317'T.H. 71 AND T.H. 212, THENCE TURN LEFT (WEST) ON A GRAVEL TOWNSHIP
 PQ0317'ROAD AND GO 0.2 MILES WEST TO THE MONUMENT ON THE LEFT AND NORTH OF A
 PQ0317'GROVE OF TREES.  MONUMENT IS 397 FEET WEST OF THE INTERSECTION OF
 PQ0317'TOWNSHIP ROADS AND 45 FEET SOUTH OF THE CENTER OF A GRAVEL TOWNSHIP
 PQ0317'ROAD, AND 6 FEET SOUTH OF A POWERPOLE (NO. 155), AND 1.5 FEET NORTH OF
 PQ0317'AN EAST-WEST FENCE.  MONUMENT IS APPROXIMATELY IN LINE WITH THE THIRD
 PQ0317'ROW (FROM THE EAST) OF SEVEN ROWS OF ASH TREES, ONE FOOT NORTH OF A
 PQ0317'BENCH MARK WITNESS POST, AND ABOUT LEVEL WITH THE GRADE OF THE
 PQ0317'TOWNSHIP ROAD, AND PROJECTING 2 INCHES ABOVE THE GROUND.  NE 1/4 OF NE
 PQ0317'1/4 SECTION 10, T 115N, R 35W.
 PQ0317
 PQ0317                          STATION RECOVERY (1978)
 PQ0317
 PQ0317'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 PQ0317'THE MARK WAS RECOVERED IN GOOD CONDITION 0.8 MILE NORTHWEST ALONG
 PQ0317'TRUNK HIGHWAY 71 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 71 AND 212,
 PQ0317'THENCE LEFT (WEST) ON A GRAVEL TOWNSHIP ROAD 0.2 MILE, ON THE LEFT,
 PQ0317'NORTH OF A GROVE OF TREES. THE MARK IS 397 FEET WEST OF THE
 PQ0317'INTERSECTION OF THE TOWNSHIP ROADS, 45 FEET SOUTH OF THE CENTER OF A
 PQ0317'GRAVEL TOWNSHIP ROAD, 6 FEET SOUTH OF POWER POLE NUMBER 155, 1.5 FEET
 PQ0317'NORTH OF AN EAST-WEST FENCE, APPROXIMATELY IN LINE WITH THE THIRD ROW
 PQ0317'(FROM THE EAST) OF SEVEN ROWS OF ASH TREES, 1.0 FOOT NORTH OF A STEEL
 PQ0317'WITNESS POST, ABOUT LEVEL WITH THE TOWNSHIP ROAD, AND PROJECTING 2
 PQ0317'INCHES ABOVE THE SURFACE OF THE GROUND.
 PQ0317
 PQ0317                          STATION RECOVERY (1990)
 PQ0317
 PQ0317'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO)
 PQ0317'RECOVERED AS DESCRIBED.
 PQ0317
 PQ0317                          STATION RECOVERY (2003)
 PQ0317
 PQ0317'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ0317'2.5 MILES NORTHWEST OF OLIVIA, 0.70 MILES NORTHWEST ON TRUNK HIGHWAY
 PQ0317'71 FROM WEST JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 212 THEN
 PQ0317'0.2 MILES WEST ON 830TH ST, 397 FEET WEST OF JUNCTION OF EAST-WEST
 PQ0317'TOWNSHIP ROAD AND NORTH-SOUTH TOWNSHIP ROAD, 45 FEET SOUTH OF 830TH
 PQ0317'ST, 6 FEET SOUTH OF POWER POLE 155, 1.5 FEET NORTH OF EAST-WEST FENCE,
 PQ0317'1.0 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0321 ***********************************************************************
 PQ0321  DESIGNATION -  6509 K
 PQ0321  PID         -  PQ0321
 PQ0321  STATE/COUNTY-  MN/RENVILLE
 PQ0321  USGS QUAD   -  DANUBE (1965)
 PQ0321
 PQ0321                         *CURRENT SURVEY CONTROL
 PQ0321  ___________________________________________________________________
 PQ0321* NAD 83(1986)-  44 49 46.     (N)    095 02 12.     (W)     SCALED    
 PQ0321* NAVD 88     -       336.313  (meters)    1103.39   (feet)  ADJUSTED  
 PQ0321  ___________________________________________________________________
 PQ0321  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 PQ0321  DYNAMIC HT  -         336.278 (meters)    1103.27  (feet)  COMP
 PQ0321  MODELED GRAV-     980,502.3   (mgal)                       NAVD 88
 PQ0321
 PQ0321  VERT ORDER  -  SECOND    CLASS 0
 PQ0321
 PQ0321.The horizontal coordinates were scaled from a topographic map and have
 PQ0321.an estimated accuracy of +/- 6 seconds.
 PQ0321
 PQ0321.The orthometric height was determined by differential leveling
 PQ0321.and adjusted by the National Geodetic Survey in June 1991..
 PQ0321
 PQ0321.The geoid height was determined by GEOID03.
 PQ0321
 PQ0321.The dynamic height is computed by dividing the NAVD 88
 PQ0321.geopotential number by the normal gravity value computed on the
 PQ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0321.degrees latitude (g = 980.6199 gals.).
 PQ0321
 PQ0321.The modeled gravity was interpolated from observed gravity values.
 PQ0321
 PQ0321;                    North         East    Units  Estimated Accuracy
 PQ0321;SPC MN S     -   303,790.      718,030.      MT  (+/- 180 meters Scaled)
 PQ0321
 PQ0321                          SUPERSEDED SURVEY CONTROL
 PQ0321
 PQ0321  NGVD 29 (??/??/92)  336.154  (m)         1102.87   (f) ADJ UNCH    2 0
 PQ0321
 PQ0321.Superseded values are not recommended for survey control.
 PQ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0321.See file dsdata.txt to determine how the superseded data were derived.
 PQ0321
 PQ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK390660(NAD 83)
 PQ0321_MARKER: DD = SURVEY DISK
 PQ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0321_STAMPING: 6509 K 1972
 PQ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0321+STABILITY: SURFACE MOTION
 PQ0321
 PQ0321  HISTORY     - Date     Condition        Report By
 PQ0321  HISTORY     - 1972     MONUMENTED       MNDT
 PQ0321
 PQ0321                          STATION DESCRIPTION
 PQ0321
 PQ0321'DESCRIBED BY MN DEPT OF TRANSP 1972
 PQ0321'5.0 MI N FROM OLIVIA.
 PQ0321'MONUMENT IS LOCATED 3.6 MILES NORTH ALONG T.H. 71 FROM WEST JCT. T.H.
 PQ0321'71 AND 212 IN A 6 FOOT CONCRETE POST 88.5 FEET WEST OF THE CENTERLINE
 PQ0321'OF T.H. 71 (STATION 194+61) ON THE EAST SIDE OF JOE HONZAYS MACHINE
 PQ0321'SHED (3 FEET SOUTH AND 2 FEET EAST OF THE NORTHEAST CORNER OF THE
 PQ0321'MACHINE SHED), 0.75 FEET SOUTH OF A BENCH MARK WITNESS POST, AND 2
 PQ0321'INCHES BELOW THE GROUND, AT MILE POINT 102.8.  NE 1/4 SECTION 27, T
 PQ0321'116N, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0322 ***********************************************************************
 PQ0322  DESIGNATION -  6509 L
 PQ0322  PID         -  PQ0322
 PQ0322  STATE/COUNTY-  MN/RENVILLE
 PQ0322  USGS QUAD   -  DANUBE (1965)
 PQ0322
 PQ0322                         *CURRENT SURVEY CONTROL
 PQ0322  ___________________________________________________________________
 PQ0322* NAD 83(1986)-  44 50 20.     (N)    095 02 13.     (W)     SCALED    
 PQ0322* NAVD 88     -       337.848  (meters)    1108.42   (feet)  ADJUSTED  
 PQ0322  ___________________________________________________________________
 PQ0322  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 PQ0322  DYNAMIC HT  -         337.813 (meters)    1108.31  (feet)  COMP
 PQ0322  MODELED GRAV-     980,504.8   (mgal)                       NAVD 88
 PQ0322
 PQ0322  VERT ORDER  -  SECOND    CLASS 0
 PQ0322
 PQ0322.The horizontal coordinates were scaled from a topographic map and have
 PQ0322.an estimated accuracy of +/- 6 seconds.
 PQ0322
 PQ0322.The orthometric height was determined by differential leveling
 PQ0322.and adjusted by the National Geodetic Survey in June 1991..
 PQ0322
 PQ0322.The geoid height was determined by GEOID03.
 PQ0322
 PQ0322.The dynamic height is computed by dividing the NAVD 88
 PQ0322.geopotential number by the normal gravity value computed on the
 PQ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0322.degrees latitude (g = 980.6199 gals.).
 PQ0322
 PQ0322.The modeled gravity was interpolated from observed gravity values.
 PQ0322
 PQ0322;                    North         East    Units  Estimated Accuracy
 PQ0322;SPC MN S     -   304,840.      718,020.      MT  (+/- 180 meters Scaled)
 PQ0322
 PQ0322                          SUPERSEDED SURVEY CONTROL
 PQ0322
 PQ0322  NGVD 29 (??/??/92)  337.689  (m)         1107.90   (f) ADJ UNCH    2 0
 PQ0322
 PQ0322.Superseded values are not recommended for survey control.
 PQ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0322.See file dsdata.txt to determine how the superseded data were derived.
 PQ0322
 PQ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK390670(NAD 83)
 PQ0322_MARKER: DD = SURVEY DISK
 PQ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0322_STAMPING: 6509 L 1972
 PQ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0322+STABILITY: SURFACE MOTION
 PQ0322
 PQ0322  HISTORY     - Date     Condition        Report By
 PQ0322  HISTORY     - 1972     MONUMENTED       MNDT
 PQ0322
 PQ0322                          STATION DESCRIPTION
 PQ0322
 PQ0322'DESCRIBED BY MN DEPT OF TRANSP 1972
 PQ0322'5.7 MI N FROM OLIVIA.
 PQ0322'MONUMENT IS LOCATED 4.2 MILES NORTH ALONG T.H. 71 FROM WEST JCT. T.H.
 PQ0322'71 AND 212 IN A 6 FOOT CONCRETE POST 112 FEET WEST OF THE CENTERLINE
 PQ0322'OF T.H. 71 (STATION 224+41) AND 23 FEET NORTH OF THE CENTER OF MAYNARD
 PQ0322'LAUMERS FARM DRIVEWAY, ONE FOOT NORTH OF A EAST-WEST FENCE IN THE
 PQ0322'PASTURE, ONE FOOT NORTH OF A BENCH MARK WITNESS POST, AND FLUSH WITH
 PQ0322'THE GROUND, AT MILE POINT 103.35.  SE 1/4 SECTION 22, T 116N, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0324 ***********************************************************************
 PQ0324  DESIGNATION -  6509 M
 PQ0324  PID         -  PQ0324
 PQ0324  STATE/COUNTY-  MN/RENVILLE
 PQ0324  USGS QUAD   -  DANUBE (1965)
 PQ0324
 PQ0324                         *CURRENT SURVEY CONTROL
 PQ0324  ___________________________________________________________________
 PQ0324* NAD 83(1986)-  44 51 35.     (N)    095 02 13.     (W)     SCALED    
 PQ0324* NAVD 88     -       338.487  (meters)    1110.52   (feet)  ADJUSTED  
 PQ0324  ___________________________________________________________________
 PQ0324  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 PQ0324  DYNAMIC HT  -         338.454 (meters)    1110.41  (feet)  COMP
 PQ0324  MODELED GRAV-     980,510.2   (mgal)                       NAVD 88
 PQ0324
 PQ0324  VERT ORDER  -  SECOND    CLASS 0
 PQ0324
 PQ0324.The horizontal coordinates were scaled from a topographic map and have
 PQ0324.an estimated accuracy of +/- 6 seconds.
 PQ0324
 PQ0324.The orthometric height was determined by differential leveling
 PQ0324.and adjusted by the National Geodetic Survey in June 1991..
 PQ0324
 PQ0324.The geoid height was determined by GEOID03.
 PQ0324
 PQ0324.The dynamic height is computed by dividing the NAVD 88
 PQ0324.geopotential number by the normal gravity value computed on the
 PQ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0324.degrees latitude (g = 980.6199 gals.).
 PQ0324
 PQ0324.The modeled gravity was interpolated from observed gravity values.
 PQ0324
 PQ0324;                    North         East    Units  Estimated Accuracy
 PQ0324;SPC MN S     -   307,160.      718,050.      MT  (+/- 180 meters Scaled)
 PQ0324
 PQ0324                          SUPERSEDED SURVEY CONTROL
 PQ0324
 PQ0324  NGVD 29 (??/??/92)  338.327  (m)         1109.99   (f) ADJ UNCH    2 0
 PQ0324
 PQ0324.Superseded values are not recommended for survey control.
 PQ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0324.See file dsdata.txt to determine how the superseded data were derived.
 PQ0324
 PQ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK390693(NAD 83)
 PQ0324_MARKER: DD = SURVEY DISK
 PQ0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0324_STAMPING: 6509 M 1972
 PQ0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0324+STABILITY: SURFACE MOTION
 PQ0324
 PQ0324  HISTORY     - Date     Condition        Report By
 PQ0324  HISTORY     - 1972     MONUMENTED       MNDT
 PQ0324
 PQ0324                          STATION DESCRIPTION
 PQ0324
 PQ0324'DESCRIBED BY MN DEPT OF TRANSP 1972
 PQ0324'7.3 MI N FROM OLIVIA.
 PQ0324'MONUMENT IS LOCATED 5.3 MILES SOUTH ALONG T.H. 71 FROM JCT. T.H. 71
 PQ0324'AND 7 IN A 6 FOOT CONCRETE POST 103 FEET WEST OF THE CENTERLINE OF
 PQ0324'T.H. 71 (STATION 306+11), AND 18 FEET SOUTH OF CENTER OF EARL PAULSONS
 PQ0324'DRIVEWAY, 35 FEET SOUTH OF A ROW OF ASH TREES RUNNING EAST - WEST
 PQ0324'ALONG DRIVEWAY, 1.25 FEET WEST OF A BENCH MARK WITNESS POST AND FLUSH
 PQ0324'WITH THE GROUND, AT MILE POINT 104.9.  NE 1/4 SECTION 15, T 116N, R
 PQ0324'35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0325 ***********************************************************************
 PQ0325  DESIGNATION -  6509 N
 PQ0325  PID         -  PQ0325
 PQ0325  STATE/COUNTY-  MN/RENVILLE
 PQ0325  USGS QUAD   -  BLOMKEST (1965)
 PQ0325
 PQ0325                         *CURRENT SURVEY CONTROL
 PQ0325  ___________________________________________________________________
 PQ0325* NAD 83(1986)-  44 52 31.     (N)    095 02 12.     (W)     SCALED    
 PQ0325* NAVD 88     -       341.032  (meters)    1118.87   (feet)  ADJUSTED  
 PQ0325  ___________________________________________________________________
 PQ0325  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 PQ0325  DYNAMIC HT  -         341.000 (meters)    1118.76  (feet)  COMP
 PQ0325  MODELED GRAV-     980,514.1   (mgal)                       NAVD 88
 PQ0325
 PQ0325  VERT ORDER  -  SECOND    CLASS 0
 PQ0325
 PQ0325.The horizontal coordinates were scaled from a topographic map and have
 PQ0325.an estimated accuracy of +/- 6 seconds.
 PQ0325
 PQ0325.The orthometric height was determined by differential leveling
 PQ0325.and adjusted by the National Geodetic Survey in June 1991..
 PQ0325
 PQ0325.The geoid height was determined by GEOID03.
 PQ0325
 PQ0325.The dynamic height is computed by dividing the NAVD 88
 PQ0325.geopotential number by the normal gravity value computed on the
 PQ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0325.degrees latitude (g = 980.6199 gals.).
 PQ0325
 PQ0325.The modeled gravity was interpolated from observed gravity values.
 PQ0325
 PQ0325;                    North         East    Units  Estimated Accuracy
 PQ0325;SPC MN S     -   308,890.      718,090.      MT  (+/- 180 meters Scaled)
 PQ0325
 PQ0325                          SUPERSEDED SURVEY CONTROL
 PQ0325
 PQ0325  NGVD 29 (??/??/92)  340.872  (m)         1118.34   (f) ADJ UNCH    2 0
 PQ0325
 PQ0325.Superseded values are not recommended for survey control.
 PQ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0325.See file dsdata.txt to determine how the superseded data were derived.
 PQ0325
 PQ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK391711(NAD 83)
 PQ0325_MARKER: DD = SURVEY DISK
 PQ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0325_STAMPING: 6509 N 1972
 PQ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0325+STABILITY: SURFACE MOTION
 PQ0325
 PQ0325  HISTORY     - Date     Condition        Report By
 PQ0325  HISTORY     - 1972     MONUMENTED       MNDT
 PQ0325
 PQ0325                          STATION DESCRIPTION
 PQ0325
 PQ0325'DESCRIBED BY MN DEPT OF TRANSP 1972
 PQ0325'8.3 MI N FROM OLIVIA.
 PQ0325'MONUMENT IS LOCATED 4.25 MILES SOUTH ALONG T.H. 71 FROM JCT. T.H. 71
 PQ0325'AND 7 IN A 6 FOOT CONCRETE POST 105 FEET WEST OF THE CENTERLINE OF
 PQ0325'T.H. 71 (STATION 362+55), 15 FEET NORTH OF CENTER OF REGGIE SCHOW
 PQ0325'DRIVEWAY, ONE FOOT SOUTH OF A EAST-WEST FENCE, ONE FOOT SOUTH OF A
 PQ0325'BENCH MARK WITNESS POST, AND FLUSH WITH THE GROUND, AT MILE POINT
 PQ0325'105.95.  NE 1/4 SECTION 10, T 116N, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SH0097 ***********************************************************************
 SH0097  DESIGNATION -  651
 SH0097  PID         -  SH0097
 SH0097  STATE/COUNTY-  MN/COOK
 SH0097  USGS QUAD   -  TOFTE (1955)
 SH0097
 SH0097                         *CURRENT SURVEY CONTROL
 SH0097  ___________________________________________________________________
 SH0097* NAD 83(1986)-  47 33 16.     (N)    090 52 28.     (W)     SCALED    
 SH0097* NAVD 88     -       198.368  (meters)     650.81   (feet)  ADJUSTED  
 SH0097  ___________________________________________________________________
 SH0097  GEOID HEIGHT-         -29.77  (meters)                     GEOID03
 SH0097  DYNAMIC HT  -         198.408 (meters)     650.94  (feet)  COMP
 SH0097  MODELED GRAV-     980,810.1   (mgal)                       NAVD 88
 SH0097
 SH0097  VERT ORDER  -  SECOND    CLASS 0
 SH0097
 SH0097.The horizontal coordinates were scaled from a topographic map and have
 SH0097.an estimated accuracy of +/- 6 seconds.
 SH0097
 SH0097.The orthometric height was determined by differential leveling
 SH0097.and adjusted by the National Geodetic Survey in June 1991..
 SH0097
 SH0097.The geoid height was determined by GEOID03.
 SH0097
 SH0097.The dynamic height is computed by dividing the NAVD 88
 SH0097.geopotential number by the normal gravity value computed on the
 SH0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SH0097.degrees latitude (g = 980.6199 gals.).
 SH0097
 SH0097.The modeled gravity was interpolated from observed gravity values.
 SH0097
 SH0097;                    North         East    Units  Estimated Accuracy
 SH0097;SPC MN N     -   219,640.      967,470.      MT  (+/- 180 meters Scaled)
 SH0097
 SH0097                          SUPERSEDED SURVEY CONTROL
 SH0097
 SH0097  NGVD 29 (??/??/92)  198.248  (m)          650.42   (f) ADJ UNCH    2 0
 SH0097
 SH0097.Superseded values are not recommended for survey control.
 SH0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0097.See file dsdata.txt to determine how the superseded data were derived.
 SH0097
 SH0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN599689(NAD 83)
 SH0097_MARKER: DD = SURVEY DISK
 SH0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SH0097_SP_SET: ABUTMENT
 SH0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SH0097
 SH0097  HISTORY     - Date     Condition        Report By
 SH0097  HISTORY     - UNK      MONUMENTED       USE
 SH0097  HISTORY     - 1935     GOOD             NGS
 SH0097  HISTORY     - 1977     GOOD             NGS
 SH0097  HISTORY     - 1979     GOOD             NGS
 SH0097
 SH0097                          STATION DESCRIPTION
 SH0097
 SH0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 SH0097'1.4 MI NE FROM SCHROEDER.
 SH0097'1.4 MILES NORTHEAST ALONG U.S. HIGHWAY 61 FROM SCHROEDER, COOK
 SH0097'COUNTY, AT A BRIDGE OVER TEMPERANCE RIVER, IN THE TOP OF THE NORTH
 SH0097'END OF THE WEST ABUTMENT, AND 30 FEET NORTH OF THE CENTERLINE OF
 SH0097'THE HIGHWAY.  A CORPS OF ENGINEERS, U.S. ARMY STANDARD DISK.
 SH0097
 SH0097                          STATION RECOVERY (1977)
 SH0097
 SH0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 SH0097'RECOVERED IN GOOD CONDITION.
 SH0097
 SH0097                          STATION RECOVERY (1979)
 SH0097
 SH0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SH0097'MARK IS INACCESSIBLE DUE TO STEEL HAND RAILING. NOT LEVELED TO
 SH0097'ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2377 ***********************************************************************
 QO2377  DESIGNATION -  651
 QO2377  PID         -  QO2377
 QO2377  STATE/COUNTY-  MN/HENNEPIN
 QO2377  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2377
 QO2377                         *CURRENT SURVEY CONTROL
 QO2377  ___________________________________________________________________
 QO2377* NAD 83(1986)-  45 00 48.     (N)    093 18 29.     (W)     SCALED    
 QO2377* NAVD 88     -       279.585  (meters)     917.27   (feet)  ADJUSTED  
 QO2377  ___________________________________________________________________
 QO2377  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 QO2377  DYNAMIC HT  -         279.581 (meters)     917.26  (feet)  COMP
 QO2377  MODELED GRAV-     980,591.8   (mgal)                       NAVD 88
 QO2377
 QO2377  VERT ORDER  -  SECOND    CLASS II
 QO2377
 QO2377.The horizontal coordinates were scaled from a topographic map and have
 QO2377.an estimated accuracy of +/- 6 seconds.
 QO2377
 QO2377.The orthometric height was determined by differential leveling
 QO2377.and adjusted by the National Geodetic Survey in June 1995..
 QO2377
 QO2377.The geoid height was determined by GEOID03.
 QO2377
 QO2377.The dynamic height is computed by dividing the NAVD 88
 QO2377.geopotential number by the normal gravity value computed on the
 QO2377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2377.degrees latitude (g = 980.6199 gals.).
 QO2377
 QO2377.The modeled gravity was interpolated from observed gravity values.
 QO2377
 QO2377;                    North         East    Units  Estimated Accuracy
 QO2377;SPC MN S     -   323,940.      854,540.      MT  (+/- 180 meters Scaled)
 QO2377
 QO2377                          SUPERSEDED SURVEY CONTROL
 QO2377
 QO2377.No superseded survey control is available for this station.
 QO2377
 QO2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK757844(NAD 83)
 QO2377_MARKER: DB = BENCH MARK DISK
 QO2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO2377_SP_SET: CONCRETE MONUMENT
 QO2377_STAMPING: 651
 QO2377_MARK LOGO: MN4760
 QO2377_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2377+STABILITY: SURFACE MOTION
 QO2377
 QO2377  HISTORY     - Date     Condition        Report By
 QO2377  HISTORY     - 1980     MONUMENTED       MN4760
 QO2377
 QO2377                          STATION DESCRIPTION
 QO2377
 QO2377'DESCRIBED BY CITY OF MINNEAPOLIS MINNESOTA 1980
 QO2377'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SW 1/4 OF
 QO2377'SECTION 9, T29N, R24W, IN THE CENTERLINE OF LOWRY AVENUE AND TRUNK
 QO2377'HIGHWAY 278 IN LINE WITH THE EAST CURB OF PENN AVENUE, 0.5 MI
 QO2377'(0.8 KM) EAST ALONG LOWRY AVENUE AND TRUNK HIGHWAY 278 FROM THE TRUNK
 QO2377'HIGHWAY 52 BRIDGE IN MINNEAPOLIS.  THE MARK, A STANDARD MINNEAPOLIS
 QO2377'CITY MONUMENT DISK STAMPED---651---, IS SET IN THE TOP OF A CONCRETE
 QO2377'MONUMENT 18 INCHES BELOW A STEEL COVER THAT IS SET FLUSH WITH THE
 QO2377'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1326 ***********************************************************************
 PQ1326  DESIGNATION -  6510 A
 PQ1326  PID         -  PQ1326
 PQ1326  STATE/COUNTY-  MN/RENVILLE
 PQ1326  USGS QUAD   -  MINNESOTA FALLS (1965)
 PQ1326
 PQ1326                         *CURRENT SURVEY CONTROL
 PQ1326  ___________________________________________________________________
 PQ1326* NAD 83(1996)-  44 47 47.61810(N)    095 27 48.01974(W)     ADJUSTED  
 PQ1326* NAVD 88     -       316.337  (meters)    1037.85   (feet)  ADJUSTED  
 PQ1326  ___________________________________________________________________
 PQ1326  X           -    -431,653.401 (meters)                     COMP
 PQ1326  Y           -  -4,513,158.938 (meters)                     COMP
 PQ1326  Z           -   4,471,537.672 (meters)                     COMP
 PQ1326  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 PQ1326  ELLIP HEIGHT-         289.54  (meters)          (06/28/04) GPS OBS
 PQ1326  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 PQ1326  DYNAMIC HT  -         316.307 (meters)    1037.75  (feet)  COMP
 PQ1326  MODELED GRAV-     980,512.8   (mgal)                       NAVD 88
 PQ1326
 PQ1326  HORZ ORDER  -  FIRST
 PQ1326  VERT ORDER  -  SECOND    CLASS I
 PQ1326  ELLP ORDER  -  FOURTH    CLASS I
 PQ1326
 PQ1326.The horizontal coordinates were established by GPS observations
 PQ1326.and adjusted by the MN DEPT OF TRANSP in June 2004..
 PQ1326
 PQ1326.The orthometric height was determined by differential leveling
 PQ1326.and adjusted by the National Geodetic Survey in June 1995..
 PQ1326
 PQ1326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1326
 PQ1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1326
 PQ1326.The ellipsoidal height was determined by GPS observations
 PQ1326.and is referenced to NAD 83.
 PQ1326
 PQ1326.The geoid height was determined by GEOID03.
 PQ1326
 PQ1326.The dynamic height is computed by dividing the NAVD 88
 PQ1326.geopotential number by the normal gravity value computed on the
 PQ1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1326.degrees latitude (g = 980.6199 gals.).
 PQ1326
 PQ1326.The modeled gravity was interpolated from observed gravity values.
 PQ1326
 PQ1326;                    North         East     Units Scale Factor Converg.
 PQ1326;SPC MN S     -   300,656.107   684,226.475   MT  0.99993528   -1 01 32.5
 PQ1326;UTM  15      - 4,963,303.229   305,164.896   MT  1.00006682   -1 44 10.3
 PQ1326
 PQ1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1326!SPC MN S     -   0.99995460  x   0.99993528  =   0.99988989
 PQ1326!UTM  15      -   0.99995460  x   1.00006682  =   1.00002142
 PQ1326
 PQ1326                          SUPERSEDED SURVEY CONTROL
 PQ1326
 PQ1326  NAVD 88 (06/28/04)  316.34   (m)         1037.9    (f) LEVELING    3  
 PQ1326
 PQ1326.Superseded values are not recommended for survey control.
 PQ1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1326.See file dsdata.txt to determine how the superseded data were derived.
 PQ1326
 PQ1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0516563303(NAD 83)
 PQ1326_MARKER: DV = VERTICAL CONTROL DISK
 PQ1326_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1326_SP_SET: ALUMINUM ALLOY ROD
 PQ1326_STAMPING: 6510 A 1983
 PQ1326_MARK LOGO: MNDT  
 PQ1326_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1326+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2003
 PQ1326
 PQ1326  HISTORY     - Date     Condition        Report By
 PQ1326  HISTORY     - 1983     MONUMENTED       MNDT
 PQ1326  HISTORY     - 20030820 GOOD             MNDT
 PQ1326
 PQ1326                          STATION DESCRIPTION
 PQ1326
 PQ1326'DESCRIBED BY MN DEPT OF TRANSP 1983
 PQ1326'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) EAST OF THE TOWN OF GRANITE
 PQ1326'FALLS, IN THE NE 1/4 OF SECTION 6, T115N, R38W, 149.5 FT (45.6 M)
 PQ1326'NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 212 AT MILEPOINT 53.35, 33 FT
 PQ1326'(10.1 M) WEST OF THE CENTERLINE OF COUNTY ROAD 23W, 210 FT (64.0 M)
 PQ1326'NORTHWEST OF A POWER POLE, 138 FT (42.1 M) NORTH-NORTHEAST OF A POWER
 PQ1326'POLE, 2.4 FT (0.7 M) SOUTH-SOUTHWEST OF A TELEPHONE POLE, 1.3 FT
 PQ1326'(0.4 M) SOUTH OF A STEEL RIGHT-OF-WAY POST, AND 1.8 FT (0.5 M) NORTH
 PQ1326'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1326'CONTROL MONUMENT DISK STAMPED---6510 A 1983---, IS SET ON THE TOP OF
 PQ1326'A 5/8-INCH DIAMETER BY 15-FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH
 PQ1326'WITH THE SURFACE OF THE GROUND AND ABOUT 2 FT (0.6 M) BELOW THE LEVEL
 PQ1326'OF TRUNK HIGHWAY 212.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1326
 PQ1326                          STATION RECOVERY (2003)
 PQ1326
 PQ1326'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ1326'4.5 MILES (7.2 KM) EAST OF GRANITE FALLS, 1 MILE (1.6 KM) EAST ON
 PQ1326'TRUNK HIGHWAY 212 FROM  JUNCTION OF TRUNK HIGHWAY 23, 149.0 FEET (45.4
 PQ1326'M) NORTH OF THE CENTER OF TRUNK HIGHWAY  212, AT TRUNK HIGHWAY 212
 PQ1326'MILEPOINT 53.35, 33 FEET (10.1 M) WEST OF THE CENTER OF COUNTY  ROAD
 PQ1326'37, 210 FEET (64.0 M) NORTHWEST OF POWER POLE, 91.5 FEET (27.9 M)
 PQ1326'NORTHEAST OF POWER  POLE, 1.3 FEET (0.4 M) SOUTH OF RIGHT OF WAY POST,
 PQ1326'1.9 FOOT (0.6 M) NORTH OF WITNESS POST,  FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8874 ***********************************************************************
 AE8874  DESIGNATION -  6510 AA
 AE8874  PID         -  AE8874
 AE8874  STATE/COUNTY-  MN/RENVILLE
 AE8874  USGS QUAD   -  DANUBE (1965)
 AE8874
 AE8874                         *CURRENT SURVEY CONTROL
 AE8874  ___________________________________________________________________
 AE8874* NAD 83(1986)-  44 47 22.     (N)    095 05 14.     (W)     SCALED    
 AE8874* NAVD 88     -       328.452  (meters)    1077.60   (feet)  ADJUSTED  
 AE8874  ___________________________________________________________________
 AE8874  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AE8874  DYNAMIC HT  -         328.414 (meters)    1077.47  (feet)  COMP
 AE8874  MODELED GRAV-     980,491.0   (mgal)                       NAVD 88
 AE8874
 AE8874  VERT ORDER  -  SECOND    CLASS I
 AE8874
 AE8874.The horizontal coordinates were scaled from a topographic map and have
 AE8874.an estimated accuracy of +/- 6 seconds.
 AE8874
 AE8874.The orthometric height was determined by differential leveling
 AE8874.and adjusted by the National Geodetic Survey in July 1998..
 AE8874
 AE8874.The geoid height was determined by GEOID03.
 AE8874
 AE8874.The dynamic height is computed by dividing the NAVD 88
 AE8874.geopotential number by the normal gravity value computed on the
 AE8874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8874.degrees latitude (g = 980.6199 gals.).
 AE8874
 AE8874.The modeled gravity was interpolated from observed gravity values.
 AE8874
 AE8874;                    North         East    Units  Estimated Accuracy
 AE8874;SPC MN S     -   299,400.      713,970.      MT  (+/- 180 meters Scaled)
 AE8874
 AE8874                          SUPERSEDED SURVEY CONTROL
 AE8874
 AE8874.No superseded survey control is available for this station.
 AE8874
 AE8874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK348616(NAD 83)
 AE8874_MARKER: DV = VERTICAL CONTROL DISK
 AE8874_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8874_STAMPING: 6510 AA 1989
 AE8874_MARK LOGO: MNDT  
 AE8874_PROJECTION: RECESSED 3 CENTIMETERS
 AE8874_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8874+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2003
 AE8874_ROD/PIPE-DEPTH:  7.6 meters
 AE8874
 AE8874  HISTORY     - Date     Condition        Report By
 AE8874  HISTORY     - 1989     MONUMENTED       MNDT
 AE8874  HISTORY     - 20030820 GOOD             MNDT
 AE8874
 AE8874                          STATION DESCRIPTION
 AE8874
 AE8874'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8874'THE MARK IS LOCATED ABOUT 1/2 MILE EAST OF THE CITY OF DANUBE, 0.5
 AE8874'MILE EAST ALONG TRUNK HIGHWAY 212 FROM ITS INTERSECTION WITH COUNTY
 AE8874'ROAD 1 IN DANUBE, IN THE SE 1/4 OF SECTION 5, T115N, R35W, 153.0 FEET
 AE8874'NORTH OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 212, AT
 AE8874'MILEPOINT 72.05, 19.3 FEET EAST OF THE CENTER OF A FIELD ROAD, 1.7
 AE8874'FEET SOUTHWEST OF A POWER POLE, AND 1.0 FOOT SOUTH OF A STEEL WITNESS
 AE8874'POST.  THE MARK, A STANDARD MNDT MAGNETIC VERTICAL CONTROL MONUMENT
 AE8874'DISK STAMPED---6510 AA 1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4
 AE8874'INCH DIAMETER BY 25 FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE
 AE8874'GROUND.
 AE8874
 AE8874                          STATION RECOVERY (2003)
 AE8874
 AE8874'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AE8874'0.5 MILES EAST ON TRUNK HIGHWAY 212 FROM JUNCTION OF TRUNK HIGHWAY 212
 AE8874'AND COUNTY ROAD 1 AT DANUBE, AT TRUNK HIGHWAY 212 MILEPOINT 72.05, 153
 AE8874'FEET NORTH OF TRUNK HIGHWAY 212, 19.3 FEET EAST OF FIELD ROAD, 1.7
 AE8874'FEET SOUTHWEST OF POWER POLE, 1.0 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8880 ***********************************************************************
 AE8880  DESIGNATION -  6510 AB
 AE8880  PID         -  AE8880
 AE8880  STATE/COUNTY-  MN/RENVILLE
 AE8880  USGS QUAD   -  DANUBE (1965)
 AE8880
 AE8880                         *CURRENT SURVEY CONTROL
 AE8880  ___________________________________________________________________
 AE8880* NAD 83(1986)-  44 47 10.     (N)    095 03 17.     (W)     SCALED    
 AE8880* NAVD 88     -       329.494  (meters)    1081.01   (feet)  ADJUSTED  
 AE8880  ___________________________________________________________________
 AE8880  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AE8880  DYNAMIC HT  -         329.456 (meters)    1080.89  (feet)  COMP
 AE8880  MODELED GRAV-     980,492.0   (mgal)                       NAVD 88
 AE8880
 AE8880  VERT ORDER  -  SECOND    CLASS I
 AE8880
 AE8880.The horizontal coordinates were scaled from a topographic map and have
 AE8880.an estimated accuracy of +/- 6 seconds.
 AE8880
 AE8880.The orthometric height was determined by differential leveling
 AE8880.and adjusted by the National Geodetic Survey in July 1998..
 AE8880
 AE8880.The geoid height was determined by GEOID03.
 AE8880
 AE8880.The dynamic height is computed by dividing the NAVD 88
 AE8880.geopotential number by the normal gravity value computed on the
 AE8880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8880.degrees latitude (g = 980.6199 gals.).
 AE8880
 AE8880.The modeled gravity was interpolated from observed gravity values.
 AE8880
 AE8880;                    North         East    Units  Estimated Accuracy
 AE8880;SPC MN S     -   299,000.      716,540.      MT  (+/- 180 meters Scaled)
 AE8880
 AE8880                          SUPERSEDED SURVEY CONTROL
 AE8880
 AE8880.No superseded survey control is available for this station.
 AE8880
 AE8880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK374612(NAD 83)
 AE8880_MARKER: DV = VERTICAL CONTROL DISK
 AE8880_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8880_STAMPING: 6510 AB 1989
 AE8880_MARK LOGO: MNDT  
 AE8880_PROJECTION: RECESSED 5 CENTIMETERS
 AE8880_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8880+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2003
 AE8880_ROD/PIPE-DEPTH:  7.6 meters
 AE8880
 AE8880  HISTORY     - Date     Condition        Report By
 AE8880  HISTORY     - 1989     MONUMENTED       MNDT
 AE8880  HISTORY     - 20030820 GOOD             MNDT
 AE8880
 AE8880                          STATION DESCRIPTION
 AE8880
 AE8880'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8880'THE MARK IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF THE CITY OF
 AE8880'OLIVIA, 1.5 MILES WEST ALONG TRUNK HIGHWAY 212 FROM ITS WEST JUNCTION
 AE8880'WITH TRUNK HIGHWAY 71, IN THE NW 1/4 OF SECTION 10, T115N, R35W, 161.2
 AE8880'FEET NORTH-NORTHEAST OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF
 AE8880'HIGHWAY 212 AT, MILEPOINT 73.65, 38.4 FEET NORTHEAST OF THE NORTH RAIL
 AE8880'OF THE RAILROAD TRACKS, 1.8 FEET SOUTHEAST OF A TELEGRAPH POLE, AND
 AE8880'1.0 FOOT SOUTH-SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A
 AE8880'STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6510
 AE8880'AB 1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 20
 AE8880'FOOT LONG ALUMINUM ALLOY ROD AND IS 0.2 FOOT BELOW THE GROUND.
 AE8880
 AE8880                          STATION RECOVERY (2003)
 AE8880
 AE8880'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AE8880'4 MILES WEST-NORTHWEST OF OLIVIA, 1.25 MILES WEST ON TRUNK HIGHWAY 212
 AE8880'FROM JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 71, AT TRUNK
 AE8880'HIGHWAY 212 MILEPOINT 73.65, 161.2 FEET NORTH-NORTHEAST OF TRUNK
 AE8880'HIGHWAY 212, 38.4 FEET NORTHEAST OF NORTH RAIL OF RAILROAD, 1.8 FEET
 AE8880'SOUTHEAST OF TELEPHONE POLE, 1.0 FEET SOUTH-SOUTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8881 ***********************************************************************
 AE8881  DESIGNATION -  6510 AC
 AE8881  PID         -  AE8881
 AE8881  STATE/COUNTY-  MN/RENVILLE
 AE8881  USGS QUAD   -  DANUBE (1965)
 AE8881
 AE8881                         *CURRENT SURVEY CONTROL
 AE8881  ___________________________________________________________________
 AE8881* NAD 83(1996)-  44 46 59.23213(N)    095 02 18.93458(W)     ADJUSTED  
 AE8881* NAVD 88     -       329.707  (meters)    1081.71   (feet)  ADJUSTED  
 AE8881  ___________________________________________________________________
 AE8881  X           -    -398,278.065 (meters)                     COMP
 AE8881  Y           -  -4,517,292.275 (meters)                     COMP
 AE8881  Z           -   4,470,486.768 (meters)                     COMP
 AE8881  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AE8881  ELLIP HEIGHT-         302.54  (meters)          (06/28/04) GPS OBS
 AE8881  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AE8881  DYNAMIC HT  -         329.669 (meters)    1081.59  (feet)  COMP
 AE8881  MODELED GRAV-     980,492.0   (mgal)                       NAVD 88
 AE8881
 AE8881  HORZ ORDER  -  FIRST
 AE8881  VERT ORDER  -  SECOND    CLASS I
 AE8881  ELLP ORDER  -  FOURTH    CLASS I
 AE8881
 AE8881.The horizontal coordinates were established by GPS observations
 AE8881.and adjusted by the MN DEPT OF TRANSP in June 2004..
 AE8881
 AE8881.The orthometric height was determined by differential leveling
 AE8881.and adjusted by the National Geodetic Survey in July 1998..
 AE8881
 AE8881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8881
 AE8881.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8881
 AE8881.The ellipsoidal height was determined by GPS observations
 AE8881.and is referenced to NAD 83.
 AE8881
 AE8881.The geoid height was determined by GEOID03.
 AE8881
 AE8881.The dynamic height is computed by dividing the NAVD 88
 AE8881.geopotential number by the normal gravity value computed on the
 AE8881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8881.degrees latitude (g = 980.6199 gals.).
 AE8881
 AE8881.The modeled gravity was interpolated from observed gravity values.
 AE8881
 AE8881;                    North         East     Units Scale Factor Converg.
 AE8881;SPC MN S     -   298,648.433   717,809.520   MT  0.99993410   -0 43 40.7
 AE8881;UTM  15      - 4,960,879.771   338,722.399   MT  0.99991985   -1 26 10.8
 AE8881
 AE8881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8881!SPC MN S     -   0.99995257  x   0.99993410  =   0.99988667
 AE8881!UTM  15      -   0.99995257  x   0.99991985  =   0.99987242
 AE8881
 AE8881                          SUPERSEDED SURVEY CONTROL
 AE8881
 AE8881  NAVD 88 (06/28/04)  329.71   (m)         1081.7    (f) LEVELING    3  
 AE8881
 AE8881.Superseded values are not recommended for survey control.
 AE8881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8881.See file dsdata.txt to determine how the superseded data were derived.
 AE8881
 AE8881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3872260880(NAD 83)
 AE8881_MARKER: DV = VERTICAL CONTROL DISK
 AE8881_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8881_STAMPING: 6510 AC 1989
 AE8881_MARK LOGO: MNDT  
 AE8881_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8881+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2003
 AE8881
 AE8881  HISTORY     - Date     Condition        Report By
 AE8881  HISTORY     - 1989     MONUMENTED       MNDT
 AE8881  HISTORY     - 20030820 GOOD             MNDT
 AE8881
 AE8881                          STATION DESCRIPTION
 AE8881
 AE8881'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8881'THE MARK IS LOCATED ABOUT 3-1/4 MILES WEST-NORTHWEST OF THE CITY OF
 AE8881'OLIVIA, 0.65 MILE WEST ALONG TRUNK HIGHWAY 212 FROM ITS WEST JUNCTION
 AE8881'WITH TRUNK HIGHWAY 71, IN THE NE 1/4 OF SECTION 10, T115N, R35W, 99.0
 AE8881'FEET NORTHEAST OF AND ABOUT 6 FOOT HIGHER THAN THE CENTERLINE OF
 AE8881'HIGHWAY 212, AT MILEPOINT 74.5, 19.3 FEET SOUTHWEST OF THE SOUTH RAIL
 AE8881'OF THE RAILROAD TRACKS, 20.0 FEET WEST OF AN ENTRANCE, AND 2.2 FEET
 AE8881'EAST-SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AE8881'MAGNETIC VERTICAL CONTROL MONUMENT DISK STAMPED---6510 AC 1989---, IS
 AE8881'FORCED ONTO THE TOP OF A 3/4 INCH DIAMETER BY 30 FOOT LONG ALUMINUM
 AE8881'ALLOY ROD AND IS 0.2 FOOT BELOW THE GROUND.
 AE8881
 AE8881                          STATION RECOVERY (2003)
 AE8881
 AE8881'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AE8881'3.2 MILES (5.1 KM) WEST-NORTHWEST OF OLIVIA, 0.40 MILE (0.64 KM) WEST
 AE8881'ON TRUNK HIGHWAY 212  FROM WEST JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 AE8881'HIGHWAY 212, AT TRUNK HIGHWAY 212  MILEPOINT 74.5, 99 FEET (30.2 M)
 AE8881'NORTHEAST OF THE CENTER OF TRUNK HIGHWAY 212, 19.3 FEET (5.9  M)
 AE8881'SOUTHWEST OF SOUTH RAIL OF RAILROAD TRACKS, 20 FEET (6.1 M) WEST OF
 AE8881'ENTRANCE, 2.2 FEET  (0.7 M) EAST-SOUTHEAST OF WITNESS POST, RECESSED 2
 AE8881'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8884 ***********************************************************************
 AE8884  DESIGNATION -  6510 AD
 AE8884  PID         -  AE8884
 AE8884  STATE/COUNTY-  MN/RENVILLE
 AE8884  USGS QUAD   -  OLIVIA (1982)
 AE8884
 AE8884                         *CURRENT SURVEY CONTROL
 AE8884  ___________________________________________________________________
 AE8884* NAD 83(1996)-  44 46 34.75320(N)    094 59 54.64076(W)     ADJUSTED  
 AE8884* NAVD 88     -       326.433  (meters)    1070.97   (feet)  ADJUSTED  
 AE8884  ___________________________________________________________________
 AE8884  X           -    -395,164.040 (meters)                     COMP
 AE8884  Y           -  -4,518,097.696 (meters)                     COMP
 AE8884  Z           -   4,469,948.040 (meters)                     COMP
 AE8884  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AE8884  ELLIP HEIGHT-         299.22  (meters)          (06/28/04) GPS OBS
 AE8884  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AE8884  DYNAMIC HT  -         326.395 (meters)    1070.85  (feet)  COMP
 AE8884  MODELED GRAV-     980,490.6   (mgal)                       NAVD 88
 AE8884
 AE8884  HORZ ORDER  -  FIRST
 AE8884  VERT ORDER  -  SECOND    CLASS I
 AE8884  ELLP ORDER  -  FOURTH    CLASS I
 AE8884
 AE8884.The horizontal coordinates were established by GPS observations
 AE8884.and adjusted by the MN DEPT OF TRANSP in June 2004..
 AE8884
 AE8884.The orthometric height was determined by differential leveling
 AE8884.and adjusted by the National Geodetic Survey in July 1998..
 AE8884
 AE8884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8884
 AE8884.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8884
 AE8884.The ellipsoidal height was determined by GPS observations
 AE8884.and is referenced to NAD 83.
 AE8884
 AE8884.The geoid height was determined by GEOID03.
 AE8884
 AE8884.The dynamic height is computed by dividing the NAVD 88
 AE8884.geopotential number by the normal gravity value computed on the
 AE8884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8884.degrees latitude (g = 980.6199 gals.).
 AE8884
 AE8884.The modeled gravity was interpolated from observed gravity values.
 AE8884
 AE8884;                    North         East     Units Scale Factor Converg.
 AE8884;SPC MN S     -   297,853.382   720,972.043   MT  0.99993352   -0 41 59.6
 AE8884;UTM  15      - 4,960,045.708   341,874.790   MT  0.99990747   -1 24 28.5
 AE8884
 AE8884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8884!SPC MN S     -   0.99995309  x   0.99993352  =   0.99988661
 AE8884!UTM  15      -   0.99995309  x   0.99990747  =   0.99986056
 AE8884
 AE8884                          SUPERSEDED SURVEY CONTROL
 AE8884
 AE8884  NAVD 88 (06/28/04)  326.43   (m)         1071.0    (f) LEVELING    3  
 AE8884
 AE8884.Superseded values are not recommended for survey control.
 AE8884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8884.See file dsdata.txt to determine how the superseded data were derived.
 AE8884
 AE8884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4187560046(NAD 83)
 AE8884_MARKER: DV = VERTICAL CONTROL DISK
 AE8884_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE8884_SP_SET: CONCRETE SIGN BASE
 AE8884_STAMPING: 6510 AD 1989
 AE8884_MARK LOGO: MNDT  
 AE8884_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8884+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2003
 AE8884
 AE8884  HISTORY     - Date     Condition        Report By
 AE8884  HISTORY     - 1989     MONUMENTED       MNDT
 AE8884  HISTORY     - 20030820 GOOD             MNDT
 AE8884
 AE8884                          STATION DESCRIPTION
 AE8884
 AE8884'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8884'THE MARK IS LOCATED NEAR THE WEST EDGE OF THE CITY OF OLIVIA, 0.15
 AE8884'MILE WEST ALONG TRUNK HIGHWAY 212 FROM ITS EAST JUNCTION WITH TRUNK
 AE8884'HIGHWAY 71, IN THE NE 1/4 OF SECTION 13, T115N, R35W, 30.0 FEET SOUTH
 AE8884'OF THE CENTERLINE OF THE EASTBOUND LANE OF HIGHWAY 212, AT MILEPOINT
 AE8884'76.35, AND 2.6 FEET NORTHEAST OF A UNION 76 SIGN POST.  THE MARK, A
 AE8884'STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6510
 AE8884'AD 1989---, IS SET FLUSH IN THE NORTHEAST CORNER OF THE 4 FOOT BY 4
 AE8884'FOOT CONCRETE BASE OF THE UNION 76 SIGN.
 AE8884
 AE8884                          STATION RECOVERY (2003)
 AE8884
 AE8884'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AE8884'AT WEST EDGE OF OLIVIA, 0.15 MILE (0.24 KM) WEST ON TRUNK HIGHWAY 212
 AE8884'FROM THE EAST JUNCTION OF TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 212
 AE8884'MILEPOINT 76.35, 30 FEET (9.1 M) SOUTH OF CENTER OF EASTBOUND TRUNK
 AE8884'HIGHWAY 212, 57 FEET (17.4 M) WEST OF EAST ENTRANCE TO MAX'S GRILL BAR
 AE8884'AND RESTAURANT ACROSS FROM ARMORY, 12 FEET (3.7 M) SOUTHEAST OF SOUTH
 AE8884'LEG OF ROAD SIGN, 2.6 FEET (0.8 M) NORTHEAST OF OF CONCRETE BASE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1328 ***********************************************************************
 PQ1328  DESIGNATION -  6510 C
 PQ1328  PID         -  PQ1328
 PQ1328  STATE/COUNTY-  MN/RENVILLE
 PQ1328  USGS QUAD   -  MINNESOTA FALLS (1965)
 PQ1328
 PQ1328                         *CURRENT SURVEY CONTROL
 PQ1328  ___________________________________________________________________
 PQ1328* NAD 83(1986)-  44 47 29.     (N)    095 27 11.     (W)     SCALED    
 PQ1328* NAVD 88     -       298.557  (meters)     979.52   (feet)  ADJUSTED  
 PQ1328  ___________________________________________________________________
 PQ1328  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 PQ1328  DYNAMIC HT  -         298.528 (meters)     979.42  (feet)  COMP
 PQ1328  MODELED GRAV-     980,510.9   (mgal)                       NAVD 88
 PQ1328
 PQ1328  VERT ORDER  -  SECOND    CLASS I
 PQ1328
 PQ1328.The horizontal coordinates were scaled from a topographic map and have
 PQ1328.an estimated accuracy of +/- 6 seconds.
 PQ1328
 PQ1328.The orthometric height was determined by differential leveling
 PQ1328.and adjusted by the National Geodetic Survey in June 1995..
 PQ1328
 PQ1328.The geoid height was determined by GEOID03.
 PQ1328
 PQ1328.The dynamic height is computed by dividing the NAVD 88
 PQ1328.geopotential number by the normal gravity value computed on the
 PQ1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1328.degrees latitude (g = 980.6199 gals.).
 PQ1328
 PQ1328.The modeled gravity was interpolated from observed gravity values.
 PQ1328
 PQ1328;                    North         East    Units  Estimated Accuracy
 PQ1328;SPC MN S     -   300,070.      685,030.      MT  (+/- 180 meters Scaled)
 PQ1328
 PQ1328                          SUPERSEDED SURVEY CONTROL
 PQ1328
 PQ1328.No superseded survey control is available for this station.
 PQ1328
 PQ1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK059627(NAD 83)
 PQ1328_MARKER: DV = VERTICAL CONTROL DISK
 PQ1328_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PQ1328+WITH SETTING: INFORMATION.
 PQ1328_SP_SET: METAL ROD DRIVEN INTO GROUND
 PQ1328_STAMPING: 6510 C 1983
 PQ1328_MARK LOGO: MNDT  
 PQ1328_PROJECTION: FLUSH
 PQ1328_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1328+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 PQ1328_ROD/PIPE-DEPTH:  1.5 meters
 PQ1328
 PQ1328  HISTORY     - Date     Condition        Report By
 PQ1328  HISTORY     - 1983     MONUMENTED       MNDT
 PQ1328  HISTORY     - 1989     GOOD             MNDT
 PQ1328  HISTORY     - 20030826 GOOD             MNDT
 PQ1328
 PQ1328                          STATION DESCRIPTION
 PQ1328
 PQ1328'DESCRIBED BY MN DEPT OF TRANSP 1983
 PQ1328'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) WEST OF THE CITY OF SACRED
 PQ1328'HEART, IN THE SW 1/4 OF SECTION 5, T115N, R38W, 213 FT (64.9 M) WEST
 PQ1328'OF THE CENTERLINE OF TRUNK HIGHWAY 212 AT MILEPOINT 53.95, 15 FT
 PQ1328'(4.6 M) SOUTH OF THE CENTER OF AN ENTRANCE, 51 FT (15.5 M) EAST OF
 PQ1328'THE CENTER OF A TRAIL LEADING SOUTH, AND 1.1 FT (0.3 M) WEST OF A
 PQ1328'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1328'CONTROL MONUMENT DISK STAMPED---6510 C 1983---, IS SET ON THE TOP OF
 PQ1328'A 5/8-INCH DIAMETER BY 5-FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO
 PQ1328'REFUSAL, FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 1 FT (0.3 M)
 PQ1328'HIGHER THAN THE CENTER OF THE ENTRANCE.  A MAGNET IN THE DISK MAKES
 PQ1328'THE MARK MAGNETIC.
 PQ1328
 PQ1328                          STATION RECOVERY (1989)
 PQ1328
 PQ1328'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PQ1328'RECOVERED AS DESCRIBED.
 PQ1328
 PQ1328                          STATION RECOVERY (2003)
 PQ1328
 PQ1328'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ1328'4.5 MILES WEST OF SACRED HEART, 213 FEET WEST OF TRUNK HIGHWAY 212, AT
 PQ1328'TRUNK HIGHWAY 212 MILEPOINT 53.95, 64.0 FEET NORTH DRIVEWAY NUMBER
 PQ1328'11547, 1.1 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1331 ***********************************************************************
 PQ1331  DESIGNATION -  6510 F
 PQ1331  PID         -  PQ1331
 PQ1331  STATE/COUNTY-  MN/RENVILLE
 PQ1331  USGS QUAD   -  MINNESOTA FALLS (1965)
 PQ1331
 PQ1331                         *CURRENT SURVEY CONTROL
 PQ1331  ___________________________________________________________________
 PQ1331* NAD 83(1996)-  44 47 18.99910(N)    095 24 06.73999(W)     ADJUSTED  
 PQ1331* NAVD 88     -       317.711  (meters)    1042.36   (feet)  ADJUSTED  
 PQ1331  ___________________________________________________________________
 PQ1331  X           -    -426,870.143 (meters)                     COMP
 PQ1331  Y           -  -4,514,239.987 (meters)                     COMP
 PQ1331  Z           -   4,470,911.591 (meters)                     COMP
 PQ1331  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 PQ1331  ELLIP HEIGHT-         290.80  (meters)          (06/28/04) GPS OBS
 PQ1331  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 PQ1331  DYNAMIC HT  -         317.678 (meters)    1042.25  (feet)  COMP
 PQ1331  MODELED GRAV-     980,505.8   (mgal)                       NAVD 88
 PQ1331
 PQ1331  HORZ ORDER  -  FIRST
 PQ1331  VERT ORDER  -  SECOND    CLASS I
 PQ1331  ELLP ORDER  -  FOURTH    CLASS I
 PQ1331
 PQ1331.The horizontal coordinates were established by GPS observations
 PQ1331.and adjusted by the MN DEPT OF TRANSP in June 2004..
 PQ1331
 PQ1331.The orthometric height was determined by differential leveling
 PQ1331.and adjusted by the National Geodetic Survey in July 1998..
 PQ1331
 PQ1331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1331
 PQ1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1331
 PQ1331.The ellipsoidal height was determined by GPS observations
 PQ1331.and is referenced to NAD 83.
 PQ1331
 PQ1331.The geoid height was determined by GEOID03.
 PQ1331
 PQ1331.The dynamic height is computed by dividing the NAVD 88
 PQ1331.geopotential number by the normal gravity value computed on the
 PQ1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1331.degrees latitude (g = 980.6199 gals.).
 PQ1331
 PQ1331.The modeled gravity was interpolated from observed gravity values.
 PQ1331
 PQ1331;                    North         East     Units Scale Factor Converg.
 PQ1331;SPC MN S     -   299,687.632   689,073.831   MT  0.99993457   -0 58 57.4
 PQ1331;UTM  15      - 4,962,274.618   310,000.456   MT  1.00004393   -1 41 33.4
 PQ1331
 PQ1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1331!SPC MN S     -   0.99995441  x   0.99993457  =   0.99988898
 PQ1331!UTM  15      -   0.99995441  x   1.00004393  =   0.99999834
 PQ1331
 PQ1331                          SUPERSEDED SURVEY CONTROL
 PQ1331
 PQ1331  NAVD 88 (06/15/95)  317.683  (m)         1042.27   (f) UNKNOWN     2 1
 PQ1331
 PQ1331.Superseded values are not recommended for survey control.
 PQ1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1331.See file dsdata.txt to determine how the superseded data were derived.
 PQ1331
 PQ1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1000062275(NAD 83)
 PQ1331_MARKER: DV = VERTICAL CONTROL DISK
 PQ1331_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1331_SP_SET: ALUMINUM ALLOY ROD
 PQ1331_STAMPING: 6510 F 1983
 PQ1331_MARK LOGO: MNDT  
 PQ1331_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1331+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 PQ1331
 PQ1331  HISTORY     - Date     Condition        Report By
 PQ1331  HISTORY     - 1983     MONUMENTED       MNDT
 PQ1331  HISTORY     - 1989     GOOD             MNDT
 PQ1331  HISTORY     - 20030826 GOOD             MNDT
 PQ1331
 PQ1331                          STATION DESCRIPTION
 PQ1331
 PQ1331'DESCRIBED BY MN DEPT OF TRANSP 1983
 PQ1331'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) WEST OF THE TOWN OF SACRED
 PQ1331'HEART, IN THE NE 1/4 OF SECTION 10, T115N, R38W, 2.5 MI (4.0 KM) WEST
 PQ1331'ALONG TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH 2ND AVENUE IN SACRED
 PQ1331'HEART, 103.5 FT (31.5 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 212
 PQ1331'AT MILEPOINT 56.55, 35.5 FT (10.8 M) WEST OF THE CENTERLINE OF COUNTY
 PQ1331'ROAD 10, 2 FT (0.6 M) WEST-NORTHWEST OF A POWER POLE, AND 1.5 FT
 PQ1331'(0.5 M) EAST-NORTHEAST OF A STEEL WITNESS POST. THE MARK, A STANDARD
 PQ1331'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---6510 F
 PQ1331'1983---, IS SET ON THE TOP OF A 5/8-INCH DIAMETER BY 12-FOOT LONG
 PQ1331'DRIVEN ALUMINUM ROD THAT PROJECTS 0.1 FT (0.03 M) ABOVE THE SURFACE OF
 PQ1331'THE GROUND AND IS ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF TRUNK HIGHWAY
 PQ1331'212.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1331
 PQ1331                          STATION RECOVERY (1989)
 PQ1331
 PQ1331'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PQ1331'ABOUT 3 MILES WEST OF THE TOWN OF SACRED HEART, 2.5 MILES WEST ALONG
 PQ1331'TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH 2ND AVENUE IN SACRED HEART,
 PQ1331'IN THE NE 1/4 OF SECTION 10, T115N, R38W, 103.5 FEET SOUTH OF AND
 PQ1331'ABOUT 3 FEET BELOW THE CENTERLINE OF HIGHWAY 212, AT MILEPOINT 56.55,
 PQ1331'35.5 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 10, 2 FEET
 PQ1331'WEST-NORTHWEST OF A POWER POLE, AND 1.5 FEET EAST-NORTHEAST OF A STEEL
 PQ1331'WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL
 PQ1331'MONUMENT DISK STAMPED---6510 F 1983---, IS FORCED ONTO THE TOP OF A
 PQ1331'DRIVEN 5/8 INCH DIAMETER BY 12 FOOT LONG ALUMINUM ALLOY ROD AND IS 0.1
 PQ1331'FOOT ABOVE THE GROUND.
 PQ1331
 PQ1331                          STATION RECOVERY (2003)
 PQ1331
 PQ1331'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ1331'RECOVERED AS DESCRIBED, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8840 ***********************************************************************
 AE8840  DESIGNATION -  6510 G
 AE8840  PID         -  AE8840
 AE8840  STATE/COUNTY-  MN/RENVILLE
 AE8840  USGS QUAD   -  SACRED HEART (1965)
 AE8840
 AE8840                         *CURRENT SURVEY CONTROL
 AE8840  ___________________________________________________________________
 AE8840* NAD 83(1986)-  44 47 18.     (N)    095 22 24.     (W)     SCALED    
 AE8840* NAVD 88     -       318.502  (meters)    1044.95   (feet)  ADJUSTED  
 AE8840  ___________________________________________________________________
 AE8840  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AE8840  DYNAMIC HT  -         318.469 (meters)    1044.84  (feet)  COMP
 AE8840  MODELED GRAV-     980,502.8   (mgal)                       NAVD 88
 AE8840
 AE8840  VERT ORDER  -  SECOND    CLASS I
 AE8840
 AE8840.The horizontal coordinates were scaled from a topographic map and have
 AE8840.an estimated accuracy of +/- 6 seconds.
 AE8840
 AE8840.The orthometric height was determined by differential leveling
 AE8840.and adjusted by the National Geodetic Survey in July 1998..
 AE8840
 AE8840.The geoid height was determined by GEOID03.
 AE8840
 AE8840.The dynamic height is computed by dividing the NAVD 88
 AE8840.geopotential number by the normal gravity value computed on the
 AE8840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8840.degrees latitude (g = 980.6199 gals.).
 AE8840
 AE8840.The modeled gravity was interpolated from observed gravity values.
 AE8840
 AE8840;                    North         East    Units  Estimated Accuracy
 AE8840;SPC MN S     -   299,620.      691,330.      MT  (+/- 180 meters Scaled)
 AE8840
 AE8840                          SUPERSEDED SURVEY CONTROL
 AE8840
 AE8840.No superseded survey control is available for this station.
 AE8840
 AE8840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK122621(NAD 83)
 AE8840_MARKER: DR = REFERENCE MARK DISK
 AE8840_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8840_STAMPING: 6510 G 1989
 AE8840_MARK LOGO: MNDT  
 AE8840_PROJECTION: FLUSH
 AE8840_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8840_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8840+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 AE8840_ROD/PIPE-DEPTH:  5.3 meters
 AE8840
 AE8840  HISTORY     - Date     Condition        Report By
 AE8840  HISTORY     - 1989     MONUMENTED       MNDT
 AE8840  HISTORY     - 20030826 GOOD             MNDT
 AE8840
 AE8840                          STATION DESCRIPTION
 AE8840
 AE8840'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8840'THE MARK IS LOCATED ABOUT 1 MILE WEST-NORTHWEST OF THE CITY OF SACRED
 AE8840'HEART, 1.1 MILES WEST ALONG TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH
 AE8840'2ND AVENUE AT SACRED HEART, IN THE NW 1/4 OF SECTION 12, T115N, R38W,
 AE8840'100.5 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 212, 240.0 FEET
 AE8840'WEST OF THE CENTER OF A FIELD ENTRANCE, 2.5 FEET EAST-NORTHEAST OF A
 AE8840'POWER POLE (NUMBERED 552), AND 1.4 FEET NORTH OF A STEEL WITNESS POST.
 AE8840'THE MARK, A STANDARD MAGNETIC MNDT REFERENCE MARK DISK STAMPED---6510
 AE8840'G 1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY
 AE8840'17.5 FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND AND
 AE8840'ABOUT LEVEL WITH HIGHWAY 212.
 AE8840
 AE8840                          STATION RECOVERY (2003)
 AE8840
 AE8840'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AE8840'1.1 MILES WEST ON TRUNK HIGHWAY 212 FROM JUNCTION OF TRUNK HIGHWAY 212
 AE8840'AND 2ND AVENUE AT SACRED HEART, AT TRUNK HIGHWAY 212 MILEPOINT 57.95,
 AE8840'100.5 FEET SOUTH OF TRUNK HIGHWAY 212, 240 FEET WEST OF FIELD
 AE8840'ENTRANCE, 2.5 FEET EAST-NORTHEAST OF POWER POLE 552, 1.4 FEET NORTH OF
 AE8840'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8845 ***********************************************************************
 AE8845  DESIGNATION -  6510 H
 AE8845  PID         -  AE8845
 AE8845  STATE/COUNTY-  MN/RENVILLE
 AE8845  USGS QUAD   -  SACRED HEART (1965)
 AE8845
 AE8845                         *CURRENT SURVEY CONTROL
 AE8845  ___________________________________________________________________
 AE8845* NAD 83(1986)-  44 47 16.     (N)    095 20 41.     (W)     SCALED    
 AE8845* NAVD 88     -       324.377  (meters)    1064.23   (feet)  ADJUSTED  
 AE8845  ___________________________________________________________________
 AE8845  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AE8845  DYNAMIC HT  -         324.342 (meters)    1064.11  (feet)  COMP
 AE8845  MODELED GRAV-     980,500.1   (mgal)                       NAVD 88
 AE8845
 AE8845  VERT ORDER  -  SECOND    CLASS I
 AE8845
 AE8845.The horizontal coordinates were scaled from a topographic map and have
 AE8845.an estimated accuracy of +/- 6 seconds.
 AE8845
 AE8845.The orthometric height was determined by differential leveling
 AE8845.and adjusted by the National Geodetic Survey in July 1998..
 AE8845
 AE8845.The geoid height was determined by GEOID03.
 AE8845
 AE8845.The dynamic height is computed by dividing the NAVD 88
 AE8845.geopotential number by the normal gravity value computed on the
 AE8845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8845.degrees latitude (g = 980.6199 gals.).
 AE8845
 AE8845.The modeled gravity was interpolated from observed gravity values.
 AE8845
 AE8845;                    North         East    Units  Estimated Accuracy
 AE8845;SPC MN S     -   299,520.      693,590.      MT  (+/- 180 meters Scaled)
 AE8845
 AE8845                          SUPERSEDED SURVEY CONTROL
 AE8845
 AE8845.No superseded survey control is available for this station.
 AE8845
 AE8845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK145620(NAD 83)
 AE8845_MARKER: DV = VERTICAL CONTROL DISK
 AE8845_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE8845+WITH SETTING: PAVEMENT
 AE8845_STAMPING: 6510 H 1989
 AE8845_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8845
 AE8845  HISTORY     - Date     Condition        Report By
 AE8845  HISTORY     - 1989     MONUMENTED       MNDT
 AE8845
 AE8845                          STATION DESCRIPTION
 AE8845
 AE8845'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8845'THE MARK IS LOCATED IN THE NORTHEAST PART OF THE CITY OF SACRED HEART
 AE8845'IN THE NE 1/4 OF SECTION 7, T115N, R37W, 310 FEET EAST OF THE CENTER
 AE8845'OF HARRISON AVENUE, 105.0 FEET SOUTH OF THE CENTER OF RAILROAD STREET
 AE8845'EAST, 81.0 FEET SOUTH OF A LIGHT POLE, AND 10.0 FEET EAST OF THE
 AE8845'CENTER OF A DRIVEWAY.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL
 AE8845'CONTROL MONUMENT DISK STAMPED---6510 H 1989---, IS SET IN THE BASE OF
 AE8845'THE SOUTHWEST LEG OF THE MUNICIPAL WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8846 ***********************************************************************
 AE8846  DESIGNATION -  6510 J
 AE8846  PID         -  AE8846
 AE8846  STATE/COUNTY-  MN/RENVILLE
 AE8846  USGS QUAD   -  SACRED HEART (1965)
 AE8846
 AE8846                         *CURRENT SURVEY CONTROL
 AE8846  ___________________________________________________________________
 AE8846* NAD 83(1986)-  44 47 21.     (N)    095 19 51.     (W)     SCALED    
 AE8846* NAVD 88     -       324.608  (meters)    1064.98   (feet)  ADJUSTED  
 AE8846  ___________________________________________________________________
 AE8846  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AE8846  DYNAMIC HT  -         324.572 (meters)    1064.87  (feet)  COMP
 AE8846  MODELED GRAV-     980,499.3   (mgal)                       NAVD 88
 AE8846
 AE8846  VERT ORDER  -  SECOND    CLASS I
 AE8846
 AE8846.The horizontal coordinates were scaled from a topographic map and have
 AE8846.an estimated accuracy of +/- 6 seconds.
 AE8846
 AE8846.The orthometric height was determined by differential leveling
 AE8846.and adjusted by the National Geodetic Survey in July 1998..
 AE8846
 AE8846.The geoid height was determined by GEOID03.
 AE8846
 AE8846.The dynamic height is computed by dividing the NAVD 88
 AE8846.geopotential number by the normal gravity value computed on the
 AE8846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8846.degrees latitude (g = 980.6199 gals.).
 AE8846
 AE8846.The modeled gravity was interpolated from observed gravity values.
 AE8846
 AE8846;                    North         East    Units  Estimated Accuracy
 AE8846;SPC MN S     -   299,660.      694,700.      MT  (+/- 180 meters Scaled)
 AE8846
 AE8846                          SUPERSEDED SURVEY CONTROL
 AE8846
 AE8846.No superseded survey control is available for this station.
 AE8846
 AE8846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK156621(NAD 83)
 AE8846_MARKER: DV = VERTICAL CONTROL DISK
 AE8846_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8846_STAMPING: 6510 J 1989
 AE8846_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8846
 AE8846  HISTORY     - Date     Condition        Report By
 AE8846  HISTORY     - 1989     MONUMENTED       MNDT
 AE8846  HISTORY     - 20030825 MARK NOT FOUND   MNDT
 AE8846
 AE8846                          STATION DESCRIPTION
 AE8846
 AE8846'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8846'THE MARK IS LOCATED ABOUT 1 MILE EAST-NORTHEAST OF THE CITY OF SACRED
 AE8846'HEART, 1.0 MILE EAST ALONG TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH
 AE8846'2ND AVENUE AT SACRED HEART, IN THE SE 1/4 OF SECTION 5, T115N, R38W,
 AE8846'141.5 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 212 AT MILEPOINT
 AE8846'60.15, 38.4 FEET NORTH OF THE NORTH RAIL OF THE MAINLINE RAILROAD
 AE8846'TRACKS, 66.5 FEET SOUTH OF THE CENTER OF THE TOWNSHIP ROAD, 2.8 FEET
 AE8846'EAST-NORTHEAST OF A TELEGRAPH POLE, AND 1.1 FEET SOUTH OF A STEEL
 AE8846'WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL
 AE8846'MONUMENT DISK STAMPED---6510 J 1989---, IS FORCED ONTO THE TOP OF A
 AE8846'DRIVEN 3/4 INCH DIAMETER BY 30 FOOT LONG ALUMINUM ALLOY ROD AND IS
 AE8846'FLUSH WITH THE GROUND AND ABOUT 1 FOOT LOWER THAN HIGHWAY 212.
 AE8846
 AE8846                          STATION RECOVERY (2003)
 AE8846
 AE8846'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AE8846'1 MILES EAST ON TRUNK HIGHWAY 212 FROM JUNCTION OF TRUNK HIGHWAY 212
 AE8846'AND 2ND AVENUE AT SACRED HEART, AT TRUNK HIGHWAY 212 MILEPOINT 60.15,
 AE8846'141.5 FEET NORTH OF TRUNK HIGHWAY 212, 38.4 FEET NORTH OF NORTH RAIL
 AE8846'OF MAINLINE RAILROAD TRACKS, 66.5 FEET SOUTH OF TOWNSHIP ROAD, 2.8
 AE8846'FEET EAST-NORTHEAST OF TELEPHONE POLE, 1.1 FEET EAST-NORTHEAST OF
 AE8846'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8847 ***********************************************************************
 AE8847  DESIGNATION -  6510 K
 AE8847  PID         -  AE8847
 AE8847  STATE/COUNTY-  MN/RENVILLE
 AE8847  USGS QUAD   -  SACRED HEART (1965)
 AE8847
 AE8847                         *CURRENT SURVEY CONTROL
 AE8847  ___________________________________________________________________
 AE8847* NAD 83(1996)-  44 47 23.40357(N)    095 18 28.36259(W)     ADJUSTED  
 AE8847* NAVD 88     -       322.346  (meters)    1057.56   (feet)  ADJUSTED  
 AE8847  ___________________________________________________________________
 AE8847  X           -    -419,455.400 (meters)                     COMP
 AE8847  Y           -  -4,514,842.037 (meters)                     COMP
 AE8847  Z           -   4,471,011.300 (meters)                     COMP
 AE8847  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 AE8847  ELLIP HEIGHT-         295.36  (meters)          (06/28/04) GPS OBS
 AE8847  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AE8847  DYNAMIC HT  -         322.311 (meters)    1057.45  (feet)  COMP
 AE8847  MODELED GRAV-     980,497.9   (mgal)                       NAVD 88
 AE8847
 AE8847  HORZ ORDER  -  FIRST
 AE8847  VERT ORDER  -  SECOND    CLASS I
 AE8847  ELLP ORDER  -  FOURTH    CLASS I
 AE8847
 AE8847.The horizontal coordinates were established by GPS observations
 AE8847.and adjusted by the MN DEPT OF TRANSP in June 2004..
 AE8847
 AE8847.The orthometric height was determined by differential leveling
 AE8847.and adjusted by the National Geodetic Survey in July 1998..
 AE8847
 AE8847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8847
 AE8847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8847
 AE8847.The ellipsoidal height was determined by GPS observations
 AE8847.and is referenced to NAD 83.
 AE8847
 AE8847.The geoid height was determined by GEOID03.
 AE8847
 AE8847.The dynamic height is computed by dividing the NAVD 88
 AE8847.geopotential number by the normal gravity value computed on the
 AE8847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8847.degrees latitude (g = 980.6199 gals.).
 AE8847
 AE8847.The modeled gravity was interpolated from observed gravity values.
 AE8847
 AE8847;                    North         East     Units Scale Factor Converg.
 AE8847;SPC MN S     -   299,700.291   696,512.805   MT  0.99993468   -0 55 00.2
 AE8847;UTM  15      - 4,962,195.112   317,439.702   MT  1.00000985   -1 37 34.9
 AE8847
 AE8847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8847!SPC MN S     -   0.99995369  x   0.99993468  =   0.99988838
 AE8847!UTM  15      -   0.99995369  x   1.00000985  =   0.99996354
 AE8847
 AE8847                          SUPERSEDED SURVEY CONTROL
 AE8847
 AE8847  NAVD 88 (06/28/04)  322.35   (m)         1057.6    (f) LEVELING    3  
 AE8847
 AE8847.Superseded values are not recommended for survey control.
 AE8847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8847.See file dsdata.txt to determine how the superseded data were derived.
 AE8847
 AE8847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1744062195(NAD 83)
 AE8847_MARKER: DV = VERTICAL CONTROL DISK
 AE8847_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8847_STAMPING: 6510 K 1989
 AE8847_MARK LOGO: MNDT  
 AE8847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8847+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 AE8847
 AE8847  HISTORY     - Date     Condition        Report By
 AE8847  HISTORY     - 1989     MONUMENTED       MNDT
 AE8847  HISTORY     - 20030825 GOOD             MNDT
 AE8847
 AE8847                          STATION DESCRIPTION
 AE8847
 AE8847'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8847'THE MARK IS LOCATED ABOUT 2 MILES EAST-NORTHEAST OF THE CITY OF SACRED
 AE8847'HEART, 2.15 MILES EAST ALONG TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH
 AE8847'2ND AVENUE AT SACRED HEART, IN THE SE 1/4 OF SECTION 4, T115N, R37W,
 AE8847'300.0 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 212 AT MILEPOINT
 AE8847'61.15, 16.5 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 36.6 FEET
 AE8847'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 1.6 FEET SOUTH OF A
 AE8847'TELEGRAPH POLE, AND 1.3 FEET WEST OF A STEEL WITNESS POST.  THE MARK,
 AE8847'A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6510
 AE8847'K 1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 24
 AE8847'FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND AND ABOUT 3
 AE8847'FEET LOWER THAN HIGHWAY 212.
 AE8847
 AE8847                          STATION RECOVERY (2003)
 AE8847
 AE8847'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AE8847'2.15 MILES (3.46 KM) EAST ON TRUNK HIGHWAY 212 FROM JUNCTION OF TRUNK
 AE8847'HIGHWAY 212 AND 2ND  AVENUE AT SACRED HEART, AT TRUNK HIGHWAY 212
 AE8847'MILEPOINT 61.15 , 300 FEET (91.4 M) NORTH OF  TRUNK HIGHWAY 212 ON
 AE8847'FIELD ROAD, 16.5 FEET (5.0 M) EAST OF FIELD ENTRANCE, 36.6 FEET (11.2
 AE8847'M)  NORTH OF NORTH RAIL OF RAILROAD TRACKS, 1.3 FEET (0.4 M) WEST OF
 AE8847'WITNESS POST, FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8851 ***********************************************************************
 AE8851  DESIGNATION -  6510 L
 AE8851  PID         -  AE8851
 AE8851  STATE/COUNTY-  MN/RENVILLE
 AE8851  USGS QUAD   -  SACRED HEART (1965)
 AE8851
 AE8851                         *CURRENT SURVEY CONTROL
 AE8851  ___________________________________________________________________
 AE8851* NAD 83(1996)-  44 47 19.48003(N)    095 17 24.06211(W)     ADJUSTED  
 AE8851* NAVD 88     -       323.910  (meters)    1062.69   (feet)  ADJUSTED  
 AE8851  ___________________________________________________________________
 AE8851  X           -    -418,055.902 (meters)                     COMP
 AE8851  Y           -  -4,515,058.633 (meters)                     COMP
 AE8851  Z           -   4,470,926.425 (meters)                     COMP
 AE8851  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 AE8851  ELLIP HEIGHT-         296.90  (meters)          (06/28/04) GPS OBS
 AE8851  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AE8851  DYNAMIC HT  -         323.874 (meters)    1062.58  (feet)  COMP
 AE8851  MODELED GRAV-     980,496.7   (mgal)                       NAVD 88
 AE8851
 AE8851  HORZ ORDER  -  FIRST
 AE8851  VERT ORDER  -  SECOND    CLASS I
 AE8851  ELLP ORDER  -  FOURTH    CLASS I
 AE8851
 AE8851.The horizontal coordinates were established by GPS observations
 AE8851.and adjusted by the MN DEPT OF TRANSP in June 2004..
 AE8851
 AE8851.The orthometric height was determined by differential leveling
 AE8851.and adjusted by the National Geodetic Survey in July 1998..
 AE8851
 AE8851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8851
 AE8851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8851
 AE8851.The ellipsoidal height was determined by GPS observations
 AE8851.and is referenced to NAD 83.
 AE8851
 AE8851.The geoid height was determined by GEOID03.
 AE8851
 AE8851.The dynamic height is computed by dividing the NAVD 88
 AE8851.geopotential number by the normal gravity value computed on the
 AE8851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8851.degrees latitude (g = 980.6199 gals.).
 AE8851
 AE8851.The modeled gravity was interpolated from observed gravity values.
 AE8851
 AE8851;                    North         East     Units Scale Factor Converg.
 AE8851;SPC MN S     -   299,556.741   697,924.065   MT  0.99993458   -0 54 15.2
 AE8851;UTM  15      - 4,962,034.084   318,849.177   MT  1.00000354   -1 36 49.5
 AE8851
 AE8851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8851!SPC MN S     -   0.99995345  x   0.99993458  =   0.99988803
 AE8851!UTM  15      -   0.99995345  x   1.00000354  =   0.99995699
 AE8851
 AE8851                          SUPERSEDED SURVEY CONTROL
 AE8851
 AE8851  NAVD 88 (06/28/04)  323.91   (m)         1062.7    (f) LEVELING    3  
 AE8851
 AE8851.Superseded values are not recommended for survey control.
 AE8851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8851.See file dsdata.txt to determine how the superseded data were derived.
 AE8851
 AE8851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1884962034(NAD 83)
 AE8851_MARKER: DR = REFERENCE MARK DISK
 AE8851_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8851_STAMPING: 6510 L 1989
 AE8851_MARK LOGO: MNDT  
 AE8851_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8851+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 AE8851
 AE8851  HISTORY     - Date     Condition        Report By
 AE8851  HISTORY     - 1989     MONUMENTED       MNDT
 AE8851  HISTORY     - 20030825 GOOD             MNDT
 AE8851
 AE8851                          STATION DESCRIPTION
 AE8851
 AE8851'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8851'THE MARK IS LOCATED ABOUT 3 MILES EAST OF THE CITY OF SACRED HEART,
 AE8851'3.05 MILES EAST ALONG TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH 2ND
 AE8851'AVENUE IN SACRED HEART, IN THE NW 1/4 OF SECTION 10, T115N, R37W, 99.5
 AE8851'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 212 AT MILEPOINT 62.05, 186.5
 AE8851'FEET SOUTH-SOUTHWEST OF A POWER POLE, AND 1.3 FEET EAST OF A
 AE8851'RIGHT-OF-WAY POST WITH A WITNESS SIGN.  THE MARK, A STANDARD MAGNETIC
 AE8851'MNDT REFERENCE MARK DISK STAMPED---6510 L 1989---, IS FORCED ONTO THE
 AE8851'TOP OF A DRIVEN 3/4 INCH DIAMETER BY 25 FOOT LONG ALUMINUM ALLOY ROD
 AE8851'AND IS FLUSH WITH THE GROUND AND ABOUT 4 FEET LOWER THAN HIGHWAY 212.
 AE8851
 AE8851                          STATION RECOVERY (2003)
 AE8851
 AE8851'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AE8851'3.05 MILES (4.91 KM) EAST ON TRUNK HIGHWAY 212 FROM JUNCTION OF TRUNK
 AE8851'HIGHWAY 212 AND 2ND  AVENUE AT SACRED HEART, AT TRUNK HIGHWAY 212
 AE8851'MILEPOINT 62.05 , 99.5 FEET (30.3 M) SOUTH OF  CENTER OF TRUNK HIGHWAY
 AE8851'212, 186.5 FEET (56.8 M) SOUTH-SOUTHWEST OF POWER POLE, 1.3 FEET  (0.4
 AE8851'M) EAST OF RIGHT OF WAY POST WITH WITNESS SIGN, RECESSED 1 INCH,
 AE8851'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8856 ***********************************************************************
 AE8856  DESIGNATION -  6510 M
 AE8856  PID         -  AE8856
 AE8856  STATE/COUNTY-  MN/RENVILLE
 AE8856  USGS QUAD   -  SACRED HEART (1965)
 AE8856
 AE8856                         *CURRENT SURVEY CONTROL
 AE8856  ___________________________________________________________________
 AE8856* NAD 83(1996)-  44 47 20.99425(N)    095 16 11.80534(W)     ADJUSTED  
 AE8856* NAVD 88     -       325.401  (meters)    1067.59   (feet)  ADJUSTED  
 AE8856  ___________________________________________________________________
 AE8856  X           -    -416,471.274 (meters)                     COMP
 AE8856  Y           -  -4,515,173.059 (meters)                     COMP
 AE8856  Z           -   4,470,960.642 (meters)                     COMP
 AE8856  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 AE8856  ELLIP HEIGHT-         298.38  (meters)          (06/28/04) GPS OBS
 AE8856  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AE8856  DYNAMIC HT  -         325.365 (meters)    1067.47  (feet)  COMP
 AE8856  MODELED GRAV-     980,495.9   (mgal)                       NAVD 88
 AE8856
 AE8856  HORZ ORDER  -  FIRST
 AE8856  VERT ORDER  -  SECOND    CLASS I
 AE8856  ELLP ORDER  -  FOURTH    CLASS I
 AE8856
 AE8856.The horizontal coordinates were established by GPS observations
 AE8856.and adjusted by the MN DEPT OF TRANSP in June 2004..
 AE8856
 AE8856.The orthometric height was determined by differential leveling
 AE8856.and adjusted by the National Geodetic Survey in July 1998..
 AE8856
 AE8856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8856
 AE8856.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8856
 AE8856.The ellipsoidal height was determined by GPS observations
 AE8856.and is referenced to NAD 83.
 AE8856
 AE8856.The geoid height was determined by GEOID03.
 AE8856
 AE8856.The dynamic height is computed by dividing the NAVD 88
 AE8856.geopotential number by the normal gravity value computed on the
 AE8856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8856.degrees latitude (g = 980.6199 gals.).
 AE8856
 AE8856.The modeled gravity was interpolated from observed gravity values.
 AE8856
 AE8856;                    North         East     Units Scale Factor Converg.
 AE8856;SPC MN S     -   299,578.605   699,512.857   MT  0.99993462   -0 53 24.5
 AE8856;UTM  15      - 4,962,036.274   320,438.222   MT  0.99999649   -1 35 58.6
 AE8856
 AE8856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8856!SPC MN S     -   0.99995322  x   0.99993462  =   0.99988784
 AE8856!UTM  15      -   0.99995322  x   0.99999649  =   0.99994971
 AE8856
 AE8856                          SUPERSEDED SURVEY CONTROL
 AE8856
 AE8856  NAVD 88 (06/28/04)  325.40   (m)         1067.6    (f) LEVELING    3  
 AE8856
 AE8856.Superseded values are not recommended for survey control.
 AE8856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8856.See file dsdata.txt to determine how the superseded data were derived.
 AE8856
 AE8856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2043862036(NAD 83)
 AE8856_MARKER: DV = VERTICAL CONTROL DISK
 AE8856_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8856_STAMPING: 6510 M 1989
 AE8856_MARK LOGO: MNDT  
 AE8856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8856+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2003
 AE8856
 AE8856  HISTORY     - Date     Condition        Report By
 AE8856  HISTORY     - 1989     MONUMENTED       MNDT
 AE8856  HISTORY     - 20030825 GOOD             MNDT
 AE8856
 AE8856                          STATION DESCRIPTION
 AE8856
 AE8856'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8856'THE MARK IS LOCATED ABOUT 3 MILES WEST OF THE CITY OF RENVILLE, ACROSS
 AE8856'THE HIGHWAY FROM THE RANCH HOUSE SUPPER CLUB, 2.85 MILES WEST ALONG
 AE8856'TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH MAIN STREET IN RENVILLE, IN
 AE8856'THE SW 1/4 OF SECTION 2, T115N, R37W, 98.0 FEET NORTH OF THE
 AE8856'CENTERLINE OF HIGHWAY 212 AT MILEPOINT 63.1, 2.0 FEET SOUTHEAST OF A
 AE8856'POWER POLE, 91.0 FEET WEST OF A RIGHT-OF-WAY POST, 102.0 FEET WEST OF
 AE8856'THE CENTER OF A FIELD ENTRANCE, AND 1.5 FEET SOUTH OF A STEEL WITNESS
 AE8856'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AE8856'STAMPED---6510 M 1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH
 AE8856'DIAMETER BY 25 FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE
 AE8856'GROUND AND ABOUT 2 FEET LOWER THAN HIGHWAY 212.
 AE8856
 AE8856                          STATION RECOVERY (2003)
 AE8856
 AE8856'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AE8856'2.85 MILES (4.59 KM) WEST ON TRUNK HIGHWAY 212 FROM JUNCTION OF TRUNK
 AE8856'HIGHWAY 212 AND  MAIN ST AT RENVILLE, AT TRUNK HIGHWAY 212 MILEPOINT
 AE8856'63.1, 98 FEET (29.9 M) NORTH OF THE  CENTER OF TRUNK HIGHWAY 212, 2
 AE8856'FEET (0.6 M) SOUTHEAST OF POWER POLE, 91.0 FEET (27.7 M)  WEST OF
 AE8856'RIGHT OF WAY POST, 102 FEET (31.1 M) WEST OF FIELD ENTRANCE, 1.5 FEET
 AE8856'(0.5 M) SOUTH  OF WITNESS POST, RECESSED 2 INCHES, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8857 ***********************************************************************
 AE8857  DESIGNATION -  6510 N
 AE8857  PID         -  AE8857
 AE8857  STATE/COUNTY-  MN/RENVILLE
 AE8857  USGS QUAD   -  SACRED HEART (1965)
 AE8857
 AE8857                         *CURRENT SURVEY CONTROL
 AE8857  ___________________________________________________________________
 AE8857* NAD 83(1986)-  44 47 22.     (N)    095 15 16.     (W)     SCALED    
 AE8857* NAVD 88     -       321.193  (meters)    1053.78   (feet)  ADJUSTED  
 AE8857  ___________________________________________________________________
 AE8857  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AE8857  DYNAMIC HT  -         321.157 (meters)    1053.66  (feet)  COMP
 AE8857  MODELED GRAV-     980,495.4   (mgal)                       NAVD 88
 AE8857
 AE8857  VERT ORDER  -  SECOND    CLASS I
 AE8857
 AE8857.The horizontal coordinates were scaled from a topographic map and have
 AE8857.an estimated accuracy of +/- 6 seconds.
 AE8857
 AE8857.The orthometric height was determined by differential leveling
 AE8857.and adjusted by the National Geodetic Survey in July 1998..
 AE8857
 AE8857.The geoid height was determined by GEOID03.
 AE8857
 AE8857.The dynamic height is computed by dividing the NAVD 88
 AE8857.geopotential number by the normal gravity value computed on the
 AE8857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8857.degrees latitude (g = 980.6199 gals.).
 AE8857
 AE8857.The modeled gravity was interpolated from observed gravity values.
 AE8857
 AE8857;                    North         East    Units  Estimated Accuracy
 AE8857;SPC MN S     -   299,590.      700,740.      MT  (+/- 180 meters Scaled)
 AE8857
 AE8857                          SUPERSEDED SURVEY CONTROL
 AE8857
 AE8857.No superseded survey control is available for this station.
 AE8857
 AE8857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK216620(NAD 83)
 AE8857_MARKER: DV = VERTICAL CONTROL DISK
 AE8857_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8857_STAMPING: 6510 N 1989
 AE8857_MARK LOGO: MNDT  
 AE8857_PROJECTION: FLUSH
 AE8857_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8857+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 AE8857_ROD/PIPE-DEPTH:  8.8 meters
 AE8857
 AE8857  HISTORY     - Date     Condition        Report By
 AE8857  HISTORY     - 1989     MONUMENTED       MNDT
 AE8857  HISTORY     - 20030821 GOOD             MNDT
 AE8857
 AE8857                          STATION DESCRIPTION
 AE8857
 AE8857'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8857'THE MARK IS LOCATED ABOUT 2 MILES WEST OF THE CITY OF RENVILLE, 2.1
 AE8857'MILES WEST ALONG TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH MAIN STREET
 AE8857'IN RENVILLE, IN THE SW 1/4 OF SECTION 1, T115N, R37W, 82.0 FEET NORTH
 AE8857'OF THE CENTERLINE OF HIGHWAY 212 AT MILEPOINT 63.85, 3.0 FEET EAST OF
 AE8857'A POWER POLE, AND 1.8 FEET WEST OF A STEEL WITNESS POST.  THE MARK, A
 AE8857'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6510 N 1989---,
 AE8857'IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 29 FOOT LONG
 AE8857'ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 AE8857'HIGHWAY 212.
 AE8857
 AE8857                          STATION RECOVERY (2003)
 AE8857
 AE8857'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AE8857'2.1 MILES WEST ON TRUNK HIGHWAY 212 FROM JUNCTION OF TRUNK HIGHWAY 212
 AE8857'AND MAIN ST AT RENVILLE, AT TRUNK HIGHWAY 212 MILEPOINT 63.85, 82 FEET
 AE8857'NORTH OF TRUNK HIGHWAY 212, 3 FEET EAST OF POWER POLE, 1.8 FEET WEST
 AE8857'OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8858 ***********************************************************************
 AE8858  DESIGNATION -  6510 P
 AE8858  PID         -  AE8858
 AE8858  STATE/COUNTY-  MN/RENVILLE
 AE8858  USGS QUAD   -  RENVILLE (1965)
 AE8858
 AE8858                         *CURRENT SURVEY CONTROL
 AE8858  ___________________________________________________________________
 AE8858* NAD 83(1996)-  44 47 15.44557(N)    095 14 20.83365(W)     ADJUSTED  
 AE8858* NAVD 88     -       323.566  (meters)    1061.57   (feet)  ADJUSTED  
 AE8858  ___________________________________________________________________
 AE8858  X           -    -414,052.922 (meters)                     COMP
 AE8858  Y           -  -4,515,515.315 (meters)                     COMP
 AE8858  Z           -   4,470,837.759 (meters)                     COMP
 AE8858  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AE8858  ELLIP HEIGHT-         296.51  (meters)          (06/28/04) GPS OBS
 AE8858  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AE8858  DYNAMIC HT  -         323.529 (meters)    1061.44  (feet)  COMP
 AE8858  MODELED GRAV-     980,495.0   (mgal)                       NAVD 88
 AE8858
 AE8858  HORZ ORDER  -  FIRST
 AE8858  VERT ORDER  -  SECOND    CLASS I
 AE8858  ELLP ORDER  -  FOURTH    CLASS I
 AE8858
 AE8858.The horizontal coordinates were established by GPS observations
 AE8858.and adjusted by the MN DEPT OF TRANSP in June 2004..
 AE8858
 AE8858.The orthometric height was determined by differential leveling
 AE8858.and adjusted by the National Geodetic Survey in July 1998..
 AE8858
 AE8858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8858
 AE8858.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8858
 AE8858.The ellipsoidal height was determined by GPS observations
 AE8858.and is referenced to NAD 83.
 AE8858
 AE8858.The geoid height was determined by GEOID03.
 AE8858
 AE8858.The dynamic height is computed by dividing the NAVD 88
 AE8858.geopotential number by the normal gravity value computed on the
 AE8858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8858.degrees latitude (g = 980.6199 gals.).
 AE8858
 AE8858.The modeled gravity was interpolated from observed gravity values.
 AE8858
 AE8858;                    North         East     Units Scale Factor Converg.
 AE8858;SPC MN S     -   299,369.921   701,949.202   MT  0.99993449   -0 52 06.7
 AE8858;UTM  15      - 4,961,797.428   322,871.935   MT  0.99998582   -1 34 40.2
 AE8858
 AE8858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8858!SPC MN S     -   0.99995351  x   0.99993449  =   0.99988801
 AE8858!UTM  15      -   0.99995351  x   0.99998582  =   0.99993933
 AE8858
 AE8858:                Primary Azimuth Mark                     Grid Az
 AE8858:SPC MN S     -  6510 Q                                   080 23 40.2
 AE8858:UTM  15      -  6510 Q                                   081 06 13.7
 AE8858
 AE8858|---------------------------------------------------------------------|
 AE8858| PID    Reference Object                     Distance      Geod. Az  |
 AE8858|                                                           dddmmss.s |
 AE8858| AE8859 6510 Q                              APPROX. 1.1 KM 0793133.5 |
 AE8858|---------------------------------------------------------------------|
 AE8858
 AE8858                          SUPERSEDED SURVEY CONTROL
 AE8858
 AE8858  NAVD 88 (06/28/04)  323.57   (m)         1061.6    (f) LEVELING    3  
 AE8858
 AE8858.Superseded values are not recommended for survey control.
 AE8858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8858.See file dsdata.txt to determine how the superseded data were derived.
 AE8858
 AE8858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2287261797(NAD 83)
 AE8858_MARKER: DV = VERTICAL CONTROL DISK
 AE8858_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8858_STAMPING: 6510 P 1989
 AE8858_MARK LOGO: MNDT  
 AE8858_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8858+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 AE8858
 AE8858  HISTORY     - Date     Condition        Report By
 AE8858  HISTORY     - 1989     MONUMENTED       MNDT
 AE8858  HISTORY     - 20030821 GOOD             MNDT
 AE8858
 AE8858                          STATION DESCRIPTION
 AE8858
 AE8858'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8858'THE MARK IS LOCATED ABOUT 1-1/2 MILES WEST OF THE CITY OF RENVILLE,
 AE8858'1.35 MILES WEST ALONG TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH MAIN
 AE8858'STREET IN RENVILLE, IN THE NE 1/4 OF SECTION 12, T115N, R37W, 500.0
 AE8858'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 212, AT MILEPOINT 64.6, 3.0
 AE8858'FEET NORTH OF A POWER POLE, 34.0 FEET WEST OF THE CENTER OF A GRAVEL
 AE8858'ROAD, AND 2.1 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 AE8858'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6510 P 1989---,
 AE8858'IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 23 FOOT LONG
 AE8858'ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND AND ABOUT 1/2 FOOT
 AE8858'LOWER THAN THE GRAVEL ROAD.
 AE8858
 AE8858                          STATION RECOVERY (2003)
 AE8858
 AE8858'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AE8858'1.35 MILE (2.17 KM) WEST ON TRUNK HIGHWAY 212 FROM JUNCTION OF TRUNK
 AE8858'HIGHWAY 212 AND  MAIN ST AT RENVILLE, AT TRUNK HIGHWAY 212 MILEPOINT
 AE8858'64.6, 500 FEET (152.4 M) SOUTH OF TRUNK  HIGHWAY 212, 34 FEET (10.4 M)
 AE8858'WEST OF CENTER OF GRAVEL ROAD, 2.1 FEET (0.6 M) SOUTH OF  WITNESS
 AE8858'POST, RECESSED 1 INCH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8859 ***********************************************************************
 AE8859  DESIGNATION -  6510 Q
 AE8859  PID         -  AE8859
 AE8859  STATE/COUNTY-  MN/RENVILLE
 AE8859  USGS QUAD   -  RENVILLE (1965)
 AE8859
 AE8859                         *CURRENT SURVEY CONTROL
 AE8859  ___________________________________________________________________
 AE8859* NAD 83(1996)-  44 47 21.74578(N)    095 13 32.95597(W)     ADJUSTED  
 AE8859* NAVD 88     -       322.946  (meters)    1059.53   (feet)  ADJUSTED  
 AE8859  ___________________________________________________________________
 AE8859  X           -    -412,992.260 (meters)                     COMP
 AE8859  Y           -  -4,515,474.411 (meters)                     COMP
 AE8859  Z           -   4,470,975.346 (meters)                     COMP
 AE8859  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AE8859  ELLIP HEIGHT-         295.88  (meters)          (06/28/04) GPS OBS
 AE8859  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AE8859  DYNAMIC HT  -         322.909 (meters)    1059.41  (feet)  COMP
 AE8859  MODELED GRAV-     980,495.1   (mgal)                       NAVD 88
 AE8859
 AE8859  HORZ ORDER  -  FIRST
 AE8859  VERT ORDER  -  SECOND    CLASS I
 AE8859  ELLP ORDER  -  FOURTH    CLASS I
 AE8859
 AE8859.The horizontal coordinates were established by GPS observations
 AE8859.and adjusted by the MN DEPT OF TRANSP in June 2004..
 AE8859
 AE8859.The orthometric height was determined by differential leveling
 AE8859.and adjusted by the National Geodetic Survey in July 1998..
 AE8859
 AE8859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8859
 AE8859.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8859
 AE8859.The ellipsoidal height was determined by GPS observations
 AE8859.and is referenced to NAD 83.
 AE8859
 AE8859.The geoid height was determined by GEOID03.
 AE8859
 AE8859.The dynamic height is computed by dividing the NAVD 88
 AE8859.geopotential number by the normal gravity value computed on the
 AE8859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8859.degrees latitude (g = 980.6199 gals.).
 AE8859
 AE8859.The modeled gravity was interpolated from observed gravity values.
 AE8859
 AE8859;                    North         East     Units Scale Factor Converg.
 AE8859;SPC MN S     -   299,548.499   703,004.408   MT  0.99993464   -0 51 33.2
 AE8859;UTM  15      - 4,961,962.938   323,929.322   MT  0.99998123   -1 34 06.6
 AE8859
 AE8859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8859!SPC MN S     -   0.99995361  x   0.99993464  =   0.99988825
 AE8859!UTM  15      -   0.99995361  x   0.99998123  =   0.99993484
 AE8859
 AE8859:                Primary Azimuth Mark                     Grid Az
 AE8859:SPC MN S     -  6510 P                                   260 23 40.5
 AE8859:UTM  15      -  6510 P                                   261 06 13.9
 AE8859
 AE8859|---------------------------------------------------------------------|
 AE8859| PID    Reference Object                     Distance      Geod. Az  |
 AE8859|                                                           dddmmss.s |
 AE8859| AE8858 6510 P                              APPROX. 1.1 KM 2593207.3 |
 AE8859|---------------------------------------------------------------------|
 AE8859
 AE8859                          SUPERSEDED SURVEY CONTROL
 AE8859
 AE8859  NAVD 88 (06/28/04)  322.95   (m)         1059.5    (f) LEVELING    3  
 AE8859
 AE8859.Superseded values are not recommended for survey control.
 AE8859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8859.See file dsdata.txt to determine how the superseded data were derived.
 AE8859
 AE8859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2392961963(NAD 83)
 AE8859_MARKER: DV = VERTICAL CONTROL DISK
 AE8859_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8859_STAMPING: 6510 Q 1989
 AE8859_MARK LOGO: MNDT  
 AE8859_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8859+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 AE8859
 AE8859  HISTORY     - Date     Condition        Report By
 AE8859  HISTORY     - 1989     MONUMENTED       MNDT
 AE8859  HISTORY     - 20030821 GOOD             MNDT
 AE8859
 AE8859                          STATION DESCRIPTION
 AE8859
 AE8859'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8859'THE MARK IS LOCATED ABOUT 1 MILE WEST OF THE CITY OF RENVILLE, 0.7
 AE8859'MILE WEST ALONG TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH MAIN STREET
 AE8859'IN RENVILLE, IN THE SE 1/4 OF SECTION 6, T115N, R36W, 99.5 FEET NORTH
 AE8859'OF THE CENTERLINE OF HIGHWAY 212, AT MILEPOINT 65.2, AND 2.2 FEET WEST
 AE8859'OF A RIGHT-OF-WAY POST AND WITNESS SIGN.  THE MARK, A STANDARD MNDT
 AE8859'VERTICAL CONTROL MONUMENT DISK STAMPED---6510 Q 1989---, IS FORCED
 AE8859'ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 20 FOOT LONG ALUMINUM
 AE8859'ALLOY ROD AND IS FLUSH WITH THE GROUND AND ABOUT 3 FEET LOWER THAN
 AE8859'HIGHWAY 212.
 AE8859
 AE8859                          STATION RECOVERY (2003)
 AE8859
 AE8859'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AE8859'0.7 MILE (1.1 KM) WEST OF JUNCTION OF TRUNK HIGHWAY 212 AND MAIN
 AE8859'STREET AT RENVILLE, AT  TRUNK HIGHWAY 212 MILEPOINT 65.2, 99.5 FEET
 AE8859'(30.3 M) NORTH OF CENTER OF TRUNK HIGHWAY 212,  2.2 FEET (0.7 M) WEST
 AE8859'OF RIGHT OF WAY POST WITH WITNESS SIGN, 1.6 FEET (0.5 M) NORTH OF
 AE8859'WITNESS POST, RECESSED 2 INCHES, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8860 ***********************************************************************
 AE8860  DESIGNATION -  6510 R
 AE8860  PID         -  AE8860
 AE8860  STATE/COUNTY-  MN/RENVILLE
 AE8860  USGS QUAD   -  RENVILLE (1965)
 AE8860
 AE8860                         *CURRENT SURVEY CONTROL
 AE8860  ___________________________________________________________________
 AE8860* NAD 83(1986)-  44 47 28.     (N)    095 12 51.     (W)     SCALED    
 AE8860* NAVD 88     -       324.210  (meters)    1063.68   (feet)  ADJUSTED  
 AE8860  ___________________________________________________________________
 AE8860  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AE8860  DYNAMIC HT  -         324.174 (meters)    1063.56  (feet)  COMP
 AE8860  MODELED GRAV-     980,495.4   (mgal)                       NAVD 88
 AE8860
 AE8860  VERT ORDER  -  SECOND    CLASS I
 AE8860
 AE8860.The horizontal coordinates were scaled from a topographic map and have
 AE8860.an estimated accuracy of +/- 6 seconds.
 AE8860
 AE8860.The orthometric height was determined by differential leveling
 AE8860.and adjusted by the National Geodetic Survey in July 1998..
 AE8860
 AE8860.The geoid height was determined by GEOID03.
 AE8860
 AE8860.The dynamic height is computed by dividing the NAVD 88
 AE8860.geopotential number by the normal gravity value computed on the
 AE8860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8860.degrees latitude (g = 980.6199 gals.).
 AE8860
 AE8860.The modeled gravity was interpolated from observed gravity values.
 AE8860
 AE8860;                    North         East    Units  Estimated Accuracy
 AE8860;SPC MN S     -   299,730.      703,930.      MT  (+/- 180 meters Scaled)
 AE8860
 AE8860                          SUPERSEDED SURVEY CONTROL
 AE8860
 AE8860.No superseded survey control is available for this station.
 AE8860
 AE8860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK248621(NAD 83)
 AE8860_MARKER: DV = VERTICAL CONTROL DISK
 AE8860_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE8860+WITH SETTING: PAVEMENT
 AE8860_STAMPING: 6510 R 1989
 AE8860_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8860
 AE8860  HISTORY     - Date     Condition        Report By
 AE8860  HISTORY     - 1989     MONUMENTED       MNDT
 AE8860
 AE8860                          STATION DESCRIPTION
 AE8860
 AE8860'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8860'THE MARK IS LOCATED IN THE CITY OF RENVILLE, AT THE SOUTHWEST QUADRANT
 AE8860'OF THE INTERSECTION OF 2ND STREET NORTHWEST AND COLFAX AVENUE
 AE8860'NORTHWEST, IN THE SW 1/4 OF SECTION 5, T115N, R36W, 88.0 FEET SOUTH OF
 AE8860'THE CENTERLINE OF COLFAX AVENUE NORTHWEST, AND 107.0 FEET WEST OF THE
 AE8860'CENTERLINE OF 2ND STREET NORTHWEST.  THE MARK, A STANDARD MNDT
 AE8860'VERTICAL CONTROL MONUMENT DISK STAMPED---6510 R 1989---, IS SET FLUSH
 AE8860'IN THE CONCRETE BASE OF THE NORTHWEST LEG OF THE RENVILLE WATER TOWER
 AE8860'AND ABOUT 1 FOOT HIGHER THAN 2ND STREET NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8867 ***********************************************************************
 AE8867  DESIGNATION -  6510 T
 AE8867  PID         -  AE8867
 AE8867  STATE/COUNTY-  MN/RENVILLE
 AE8867  USGS QUAD   -  RENVILLE (1965)
 AE8867
 AE8867                         *CURRENT SURVEY CONTROL
 AE8867  ___________________________________________________________________
 AE8867* NAD 83(1996)-  44 47 20.38285(N)    095 09 50.64780(W)     ADJUSTED  
 AE8867* NAVD 88     -       325.801  (meters)    1068.90   (feet)  ADJUSTED  
 AE8867  ___________________________________________________________________
 AE8867  X           -    -408,128.181 (meters)                     COMP
 AE8867  Y           -  -4,515,948.431 (meters)                     COMP
 AE8867  Z           -   4,470,947.487 (meters)                     COMP
 AE8867  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AE8867  ELLIP HEIGHT-         298.72  (meters)          (06/28/04) GPS OBS
 AE8867  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AE8867  DYNAMIC HT  -         325.764 (meters)    1068.78  (feet)  COMP
 AE8867  MODELED GRAV-     980,494.4   (mgal)                       NAVD 88
 AE8867
 AE8867  HORZ ORDER  -  FIRST
 AE8867  VERT ORDER  -  SECOND    CLASS I
 AE8867  ELLP ORDER  -  FOURTH    CLASS I
 AE8867
 AE8867.The horizontal coordinates were established by GPS observations
 AE8867.and adjusted by the MN DEPT OF TRANSP in June 2004..
 AE8867
 AE8867.The orthometric height was determined by differential leveling
 AE8867.and adjusted by the National Geodetic Survey in July 1998..
 AE8867
 AE8867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8867
 AE8867.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8867
 AE8867.The ellipsoidal height was determined by GPS observations
 AE8867.and is referenced to NAD 83.
 AE8867
 AE8867.The geoid height was determined by GEOID03.
 AE8867
 AE8867.The dynamic height is computed by dividing the NAVD 88
 AE8867.geopotential number by the normal gravity value computed on the
 AE8867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8867.degrees latitude (g = 980.6199 gals.).
 AE8867
 AE8867.The modeled gravity was interpolated from observed gravity values.
 AE8867
 AE8867;                    North         East     Units Scale Factor Converg.
 AE8867;SPC MN S     -   299,435.005   707,889.744   MT  0.99993461   -0 48 57.3
 AE8867;UTM  15      - 4,961,788.982   328,813.056   MT  0.99996037   -1 31 29.8
 AE8867
 AE8867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8867!SPC MN S     -   0.99995317  x   0.99993461  =   0.99988778
 AE8867!UTM  15      -   0.99995317  x   0.99996037  =   0.99991354
 AE8867
 AE8867:                Primary Azimuth Mark                     Grid Az
 AE8867:SPC MN S     -  6510 U                                   092 00 32.0
 AE8867:UTM  15      -  6510 U                                   092 43 04.5
 AE8867
 AE8867|---------------------------------------------------------------------|
 AE8867| PID    Reference Object                     Distance      Geod. Az  |
 AE8867|                                                           dddmmss.s |
 AE8867| AE8868 6510 U                              APPROX. 1.2 KM 0911134.7 |
 AE8867|---------------------------------------------------------------------|
 AE8867
 AE8867                          SUPERSEDED SURVEY CONTROL
 AE8867
 AE8867  NAVD 88 (06/28/04)  325.80   (m)         1068.9    (f) LEVELING    3  
 AE8867
 AE8867.Superseded values are not recommended for survey control.
 AE8867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8867.See file dsdata.txt to determine how the superseded data were derived.
 AE8867
 AE8867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2881361789(NAD 83)
 AE8867_MARKER: DV = VERTICAL CONTROL DISK
 AE8867_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8867_STAMPING: 6510 T 1989
 AE8867_MARK LOGO: MNDT  
 AE8867_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8867+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 AE8867
 AE8867  HISTORY     - Date     Condition        Report By
 AE8867  HISTORY     - 1989     MONUMENTED       MNDT
 AE8867  HISTORY     - 20030821 GOOD             MNDT
 AE8867
 AE8867                          STATION DESCRIPTION
 AE8867
 AE8867'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8867'THE MARK IS LOCATED ABOUT 2-1/4 MILES EAST OF THE CITY OF RENVILLE,
 AE8867'2.25 MILES EAST ALONG TRUNK HIGHWAY 212 FROM ITS INTERSECTION WITH
 AE8867'MAIN STREET IN RENVILLE, IN THE NE 1/4 OF SECTION 10, T115N, R36W,
 AE8867'99.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 212,
 AE8867'AT MILEPOINT 68.25, 49.5 FEET WEST OF THE CENTER OF A FIELD ENTRANCE,
 AE8867'AND 1.2 FEET EAST-NORTHEAST OF A RIGHT-OF-WAY POST WITH A WITNESS
 AE8867'SIGN.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT
 AE8867'DISK STAMPED---6510 T 1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4
 AE8867'INCH DIAMETER BY 25 FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE
 AE8867'GROUND.
 AE8867
 AE8867                          STATION RECOVERY (2003)
 AE8867
 AE8867'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AE8867'2.25 MILES (3.62 KM) EAST OF JUNCTION OF TRUNK HIGHWAY 212 AND MAIN ST
 AE8867'AT RENVILLE, AT  TRUNK HIGHWAY 212 MILEPOINT 68.25, 99 FEET (30.2 M)
 AE8867'SOUTH OF CENTER OF TRUNK HIGHWAY 212,  1.2 FEET (0.4 M) EAST-NORTHEAST
 AE8867'OF RIGHT OF WAY POST WITH WITNESS SIGN, RECESSED 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8868 ***********************************************************************
 AE8868  DESIGNATION -  6510 U
 AE8868  PID         -  AE8868
 AE8868  STATE/COUNTY-  MN/RENVILLE
 AE8868  USGS QUAD   -  RENVILLE (1965)
 AE8868
 AE8868                         *CURRENT SURVEY CONTROL
 AE8868  ___________________________________________________________________
 AE8868* NAD 83(1996)-  44 47 19.58826(N)    095 08 57.29948(W)     ADJUSTED  
 AE8868* NAVD 88     -       327.748  (meters)    1075.29   (feet)  ADJUSTED  
 AE8868  ___________________________________________________________________
 AE8868  X           -    -406,961.837 (meters)                     COMP
 AE8868  Y           -  -4,516,072.421 (meters)                     COMP
 AE8868  Z           -   4,470,931.445 (meters)                     COMP
 AE8868  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AE8868  ELLIP HEIGHT-         300.66  (meters)          (06/28/04) GPS OBS
 AE8868  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AE8868  DYNAMIC HT  -         327.711 (meters)    1075.17  (feet)  COMP
 AE8868  MODELED GRAV-     980,493.8   (mgal)                       NAVD 88
 AE8868
 AE8868  HORZ ORDER  -  FIRST
 AE8868  VERT ORDER  -  SECOND    CLASS I
 AE8868  ELLP ORDER  -  FOURTH    CLASS I
 AE8868
 AE8868.The horizontal coordinates were established by GPS observations
 AE8868.and adjusted by the MN DEPT OF TRANSP in June 2004..
 AE8868
 AE8868.The orthometric height was determined by differential leveling
 AE8868.and adjusted by the National Geodetic Survey in July 1998..
 AE8868
 AE8868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8868
 AE8868.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8868
 AE8868.The ellipsoidal height was determined by GPS observations
 AE8868.and is referenced to NAD 83.
 AE8868
 AE8868.The geoid height was determined by GEOID03.
 AE8868
 AE8868.The dynamic height is computed by dividing the NAVD 88
 AE8868.geopotential number by the normal gravity value computed on the
 AE8868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8868.degrees latitude (g = 980.6199 gals.).
 AE8868
 AE8868.The modeled gravity was interpolated from observed gravity values.
 AE8868
 AE8868;                    North         East     Units Scale Factor Converg.
 AE8868;SPC MN S     -   299,393.888   709,061.915   MT  0.99993459   -0 48 19.9
 AE8868;UTM  15      - 4,961,733.363   329,984.656   MT  0.99995545   -1 30 52.2
 AE8868
 AE8868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8868!SPC MN S     -   0.99995286  x   0.99993459  =   0.99988745
 AE8868!UTM  15      -   0.99995286  x   0.99995545  =   0.99990831
 AE8868
 AE8868:                Primary Azimuth Mark                     Grid Az
 AE8868:SPC MN S     -  6510 T                                   272 00 32.2
 AE8868:UTM  15      -  6510 T                                   272 43 04.5
 AE8868
 AE8868|---------------------------------------------------------------------|
 AE8868| PID    Reference Object                     Distance      Geod. Az  |
 AE8868|                                                           dddmmss.s |
 AE8868| AE8867 6510 T                              APPROX. 1.2 KM 2711212.3 |
 AE8868|---------------------------------------------------------------------|
 AE8868
 AE8868                          SUPERSEDED SURVEY CONTROL
 AE8868
 AE8868  NAVD 88 (06/28/04)  327.75   (m)         1075.3    (f) LEVELING    3  
 AE8868
 AE8868.Superseded values are not recommended for survey control.
 AE8868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8868.See file dsdata.txt to determine how the superseded data were derived.
 AE8868
 AE8868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2998561733(NAD 83)
 AE8868_MARKER: DV = VERTICAL CONTROL DISK
 AE8868_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8868_STAMPING: 6510 U 1989
 AE8868_MARK LOGO: MNDT  
 AE8868_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8868+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2003
 AE8868
 AE8868  HISTORY     - Date     Condition        Report By
 AE8868  HISTORY     - 1989     MONUMENTED       MNDT
 AE8868  HISTORY     - 20030821 GOOD             MNDT
 AE8868
 AE8868                          STATION DESCRIPTION
 AE8868
 AE8868'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8868'THE MARK IS LOCATED ABOUT 2-1/2 MILES WEST OF THE CITY OF DANUBE, 2.55
 AE8868'MILES WEST ALONG TRUNK HIGHWAY 212 FROM ITS INTERSECTION WITH COUNTY
 AE8868'ROAD 1 IN DANUBE, IN THE NW 1/4 OF SECTION 11, T115N, R36W, 98.0 FEET
 AE8868'NORTH OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 212, AT
 AE8868'MILEPOINT 69.0, 17.0 FEET EAST OF THE CENTER OF A FIELD ENTRANCE,
 AE8868'160.6 FEET WEST OF A POWER POLE, 30.3 FEET EAST-SOUTHEAST OF AN
 AE8868'UNDERGROUND CABLE PEDESTAL, AND 1.1 FEET SOUTHWEST OF A RIGHT-OF-WAY
 AE8868'POST WITH A WITNESS SIGN.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL
 AE8868'CONTROL MONUMENT DISK STAMPED---6510 U 1989---, IS FORCED ONTO THE TOP
 AE8868'OF A DRIVEN 3/4 INCH DIAMETER BY 25 FOOT LONG ALUMINUM ALLOY ROD AND
 AE8868'IS FLUSH WITH THE GROUND.
 AE8868
 AE8868                          STATION RECOVERY (2003)
 AE8868
 AE8868'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AE8868'2.55 MILES (4.10 KM) WEST OF JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY
 AE8868'ROAD 1 AT DANUBE, AT TRUNK HIGHWAY 212 MILEPOINT 69.0, 98 FEET (29.9
 AE8868'M) NORTH OF THE CENTER OF TRUNK HIGHWAY 212, 17 FEET (5.2 M) EAST OF
 AE8868'THE CENTER OF FIELD ENTRANCE, 160.6 FEETWEST OF POWER POLE, 30.3 FEET
 AE8868'(9.2 M) EAST-SOUTHEAST OF UNDERGROUND CABLE PEDESTAL, 1.1 FEET
 AE8868'SOUTHWEST OF RIGHT OF WAY POST AND WITNESS SIGN, RECESSED 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8869 ***********************************************************************
 AE8869  DESIGNATION -  6510 V
 AE8869  PID         -  AE8869
 AE8869  STATE/COUNTY-  MN/RENVILLE
 AE8869  USGS QUAD   -  RENVILLE (1965)
 AE8869
 AE8869                         *CURRENT SURVEY CONTROL
 AE8869  ___________________________________________________________________
 AE8869* NAD 83(1996)-  44 47 20.60507(N)    095 08 18.53715(W)     ADJUSTED  
 AE8869* NAVD 88     -       321.171  (meters)    1053.71   (feet)  ADJUSTED  
 AE8869  ___________________________________________________________________
 AE8869  X           -    -406,110.748 (meters)                     COMP
 AE8869  Y           -  -4,516,122.151 (meters)                     COMP
 AE8869  Z           -   4,470,949.094 (meters)                     COMP
 AE8869  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AE8869  ELLIP HEIGHT-         294.09  (meters)          (06/28/04) GPS OBS
 AE8869  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AE8869  DYNAMIC HT  -         321.134 (meters)    1053.59  (feet)  COMP
 AE8869  MODELED GRAV-     980,493.4   (mgal)                       NAVD 88
 AE8869
 AE8869  HORZ ORDER  -  FIRST
 AE8869  VERT ORDER  -  SECOND    CLASS I
 AE8869  ELLP ORDER  -  FOURTH    CLASS I
 AE8869
 AE8869.The horizontal coordinates were established by GPS observations
 AE8869.and adjusted by the MN DEPT OF TRANSP in June 2004..
 AE8869
 AE8869.The orthometric height was determined by differential leveling
 AE8869.and adjusted by the National Geodetic Survey in July 1998..
 AE8869
 AE8869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8869
 AE8869.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8869
 AE8869.The ellipsoidal height was determined by GPS observations
 AE8869.and is referenced to NAD 83.
 AE8869
 AE8869.The geoid height was determined by GEOID03.
 AE8869
 AE8869.The dynamic height is computed by dividing the NAVD 88
 AE8869.geopotential number by the normal gravity value computed on the
 AE8869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8869.degrees latitude (g = 980.6199 gals.).
 AE8869
 AE8869.The modeled gravity was interpolated from observed gravity values.
 AE8869
 AE8869;                    North         East     Units Scale Factor Converg.
 AE8869;SPC MN S     -   299,413.349   709,914.295   MT  0.99993461   -0 47 52.8
 AE8869;UTM  15      - 4,961,742.275   330,837.228   MT  0.99995190   -1 30 24.9
 AE8869
 AE8869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8869!SPC MN S     -   0.99995389  x   0.99993461  =   0.99988850
 AE8869!UTM  15      -   0.99995389  x   0.99995190  =   0.99990579
 AE8869
 AE8869:                Primary Azimuth Mark                     Grid Az
 AE8869:SPC MN S     -  6510 W                                   088 16 31.0
 AE8869:UTM  15      -  6510 W                                   088 59 03.1
 AE8869
 AE8869|---------------------------------------------------------------------|
 AE8869| PID    Reference Object                     Distance      Geod. Az  |
 AE8869|                                                           dddmmss.s |
 AE8869| AE8870 6510 W                              APPROX. 1.1 KM 0872838.2 |
 AE8869|---------------------------------------------------------------------|
 AE8869
 AE8869                          SUPERSEDED SURVEY CONTROL
 AE8869
 AE8869  NAVD 88 (06/28/04)  321.17   (m)         1053.7    (f) LEVELING    3  
 AE8869
 AE8869.Superseded values are not recommended for survey control.
 AE8869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8869.See file dsdata.txt to determine how the superseded data were derived.
 AE8869
 AE8869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3083761742(NAD 83)
 AE8869_MARKER: DV = VERTICAL CONTROL DISK
 AE8869_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE8869_SP_SET: BOX CULVERT
 AE8869_STAMPING: 6510 V 1989
 AE8869_MARK LOGO: MNDT  
 AE8869_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8869+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2003
 AE8869
 AE8869  HISTORY     - Date     Condition        Report By
 AE8869  HISTORY     - 1989     MONUMENTED       MNDT
 AE8869  HISTORY     - 20030820 GOOD             MNDT
 AE8869
 AE8869                          STATION DESCRIPTION
 AE8869
 AE8869'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8869'THE MARK IS LOCATED ABOUT 1-3/4 MILES WEST OF THE CITY OF DANUBE, 2.0
 AE8869'MILES WEST ALONG TRUNK HIGHWAY 212 FROM ITS INTERSECTION WITH COUNTY
 AE8869'ROAD 1 IN DANUBE, IN THE SE 1/4 OF SECTION 2, T115N, R36W, 45.0 FEET
 AE8869'NORTH OF THE CENTERLINE OF HIGHWAY 212, AT MILEPOINT 69.6, 117.0 FEET
 AE8869'WEST OF THE CENTER OF COUNTY ROAD 59, AND 2.1 FEET WEST-NORTHWEST OF A
 AE8869'STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL
 AE8869'CONTROL MONUMENT DISK STAMPED---6510 V 1989---, IS SET IN THE HEADWALL
 AE8869'AT THE EAST END OF THE MIDDLE ONE OF THREE BOX CULVERTS.
 AE8869
 AE8869                          STATION RECOVERY (2003)
 AE8869
 AE8869'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AE8869'2.0 MILES (3.2 KM) WEST OF JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY
 AE8869'ROAD 1 AT DANUBE, AT  TRUNK HIGHWAY 212 MILEPOINT 69.6, IN NORTHEAST
 AE8869'CORNER OF MIDDLE 1 OF 3 BOX CULVERTS, 45  FEET (13.7 M) NORTH OF THE
 AE8869'CENTER OF TRUNK HIGHWAY 212, 117 FEET (35.7 M) WEST OF THE  CENTER OF
 AE8869'COUNTY ROAD 59 (270 TH ST) , 2.2 FEET (0.7 M) WEST OF WITNESS POST,
 AE8869'FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8870 ***********************************************************************
 AE8870  DESIGNATION -  6510 W
 AE8870  PID         -  AE8870
 AE8870  STATE/COUNTY-  MN/RENVILLE
 AE8870  USGS QUAD   -  DANUBE (1965)
 AE8870
 AE8870                         *CURRENT SURVEY CONTROL
 AE8870  ___________________________________________________________________
 AE8870* NAD 83(1996)-  44 47 22.17656(N)    095 07 28.35128(W)     ADJUSTED  
 AE8870* NAVD 88     -       327.466  (meters)    1074.36   (feet)  ADJUSTED  
 AE8870  ___________________________________________________________________
 AE8870  X           -    -405,009.273 (meters)                     COMP
 AE8870  Y           -  -4,516,191.226 (meters)                     COMP
 AE8870  Z           -   4,470,987.947 (meters)                     COMP
 AE8870  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AE8870  ELLIP HEIGHT-         300.37  (meters)          (06/28/04) GPS OBS
 AE8870  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AE8870  DYNAMIC HT  -         327.428 (meters)    1074.24  (feet)  COMP
 AE8870  MODELED GRAV-     980,492.4   (mgal)                       NAVD 88
 AE8870
 AE8870  HORZ ORDER  -  FIRST
 AE8870  VERT ORDER  -  SECOND    CLASS I
 AE8870  ELLP ORDER  -  FOURTH    CLASS I
 AE8870
 AE8870.The horizontal coordinates were established by GPS observations
 AE8870.and adjusted by the MN DEPT OF TRANSP in June 2004..
 AE8870
 AE8870.The orthometric height was determined by differential leveling
 AE8870.and adjusted by the National Geodetic Survey in July 1998..
 AE8870
 AE8870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8870
 AE8870.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8870
 AE8870.The ellipsoidal height was determined by GPS observations
 AE8870.and is referenced to NAD 83.
 AE8870
 AE8870.The geoid height was determined by GEOID03.
 AE8870
 AE8870.The dynamic height is computed by dividing the NAVD 88
 AE8870.geopotential number by the normal gravity value computed on the
 AE8870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8870.degrees latitude (g = 980.6199 gals.).
 AE8870
 AE8870.The modeled gravity was interpolated from observed gravity values.
 AE8870
 AE8870;                    North         East     Units Scale Factor Converg.
 AE8870;SPC MN S     -   299,446.581   711,017.976   MT  0.99993465   -0 47 17.6
 AE8870;UTM  15      - 4,961,761.851   331,941.252   MT  0.99994732   -1 29 49.6
 AE8870
 AE8870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8870!SPC MN S     -   0.99995291  x   0.99993465  =   0.99988756
 AE8870!UTM  15      -   0.99995291  x   0.99994732  =   0.99990023
 AE8870
 AE8870:                Primary Azimuth Mark                     Grid Az
 AE8870:SPC MN S     -  6510 V                                   268 16 31.1
 AE8870:UTM  15      -  6510 V                                   268 59 03.1
 AE8870
 AE8870|---------------------------------------------------------------------|
 AE8870| PID    Reference Object                     Distance      Geod. Az  |
 AE8870|                                                           dddmmss.s |
 AE8870| AE8869 6510 V                              APPROX. 1.1 KM 2672913.5 |
 AE8870|---------------------------------------------------------------------|
 AE8870
 AE8870                          SUPERSEDED SURVEY CONTROL
 AE8870
 AE8870  NAVD 88 (06/28/04)  327.47   (m)         1074.4    (f) LEVELING    3  
 AE8870
 AE8870.Superseded values are not recommended for survey control.
 AE8870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8870.See file dsdata.txt to determine how the superseded data were derived.
 AE8870
 AE8870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3194161762(NAD 83)
 AE8870_MARKER: DV = VERTICAL CONTROL DISK
 AE8870_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8870_STAMPING: 6510 W 1989
 AE8870_MARK LOGO: MNDT  
 AE8870_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8870+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2003
 AE8870
 AE8870  HISTORY     - Date     Condition        Report By
 AE8870  HISTORY     - 1989     MONUMENTED       MNDT
 AE8870  HISTORY     - 20030820 GOOD             MNDT
 AE8870
 AE8870                          STATION DESCRIPTION
 AE8870
 AE8870'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8870'THE MARK IS LOCATED ABOUT 1-1/4 MILES WEST OF THE CITY OF DANUBE, 1.35
 AE8870'MILES WEST ALONG TRUNK HIGHWAY 212 FROM ITS INTERSECTION WITH COUNTY
 AE8870'ROAD 1 IN DANUBE, IN THE SE 1/4 OF SECTION 1, T115N, R36W, 99.0 FEET
 AE8870'NORTH OF AND ABOUT 3 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 212, AT
 AE8870'MILEPOINT 70.2, 89.0 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 1.4
 AE8870'FEET SOUTHWEST OF A RIGHT-OF-WAY POST, AND 0.8 FOOT SOUTH OF A STEEL
 AE8870'WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL
 AE8870'MONUMENT DISK STAMPED---6510 W 1989---, IS FORCED ONTO THE TOP OF A
 AE8870'DRIVEN 3/4 INCH DIAMETER BY 24 FOOT LONG ALUMINUM ALLOY ROD AND IS
 AE8870'FLUSH WITH THE GROUND.
 AE8870
 AE8870                          STATION RECOVERY (2003)
 AE8870
 AE8870'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AE8870'1.35 MILES (2.17 KM) WEST OF JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY
 AE8870'ROAD 1 AT DANUBE, AT TRUNK HIGHWAY 212 MILEPOINT 70.2, 99 FEET (30.2
 AE8870'M) NORTH OF CENTER OF TRUNK HIGHWAY 212, 89 FEET (27.1 M) EAST OF
 AE8870'CENTER OF FIELD ENTRANCE, OPPOSITE HOUSE AT FIRE NUMBER 27643, 1.4
 AE8870'FEET (0.4 M) SOUTHWEST OF RIGHT OF WAY POST, 0.8 FOOT (24.4 CM) SOUTH
 AE8870'OF WITNESS POST, FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8871 ***********************************************************************
 AE8871  DESIGNATION -  6510 X
 AE8871  PID         -  AE8871
 AE8871  STATE/COUNTY-  MN/RENVILLE
 AE8871  USGS QUAD   -  DANUBE (1965)
 AE8871
 AE8871                         *CURRENT SURVEY CONTROL
 AE8871  ___________________________________________________________________
 AE8871* NAD 83(1996)-  44 47 21.53997(N)    095 06 54.01423(W)     ADJUSTED  
 AE8871* NAVD 88     -       324.416  (meters)    1064.35   (feet)  ADJUSTED  
 AE8871  ___________________________________________________________________
 AE8871  X           -    -404,258.494 (meters)                     COMP
 AE8871  Y           -  -4,516,270.205 (meters)                     COMP
 AE8871  Z           -   4,470,971.837 (meters)                     COMP
 AE8871  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AE8871  ELLIP HEIGHT-         297.30  (meters)          (06/28/04) GPS OBS
 AE8871  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AE8871  DYNAMIC HT  -         324.378 (meters)    1064.23  (feet)  COMP
 AE8871  MODELED GRAV-     980,491.7   (mgal)                       NAVD 88
 AE8871
 AE8871  HORZ ORDER  -  FIRST
 AE8871  VERT ORDER  -  SECOND    CLASS I
 AE8871  ELLP ORDER  -  FOURTH    CLASS I
 AE8871
 AE8871.The horizontal coordinates were established by GPS observations
 AE8871.and adjusted by the MN DEPT OF TRANSP in June 2004..
 AE8871
 AE8871.The orthometric height was determined by differential leveling
 AE8871.and adjusted by the National Geodetic Survey in July 1998..
 AE8871
 AE8871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8871
 AE8871.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8871
 AE8871.The ellipsoidal height was determined by GPS observations
 AE8871.and is referenced to NAD 83.
 AE8871
 AE8871.The geoid height was determined by GEOID03.
 AE8871
 AE8871.The dynamic height is computed by dividing the NAVD 88
 AE8871.geopotential number by the normal gravity value computed on the
 AE8871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8871.degrees latitude (g = 980.6199 gals.).
 AE8871
 AE8871.The modeled gravity was interpolated from observed gravity values.
 AE8871
 AE8871;                    North         East     Units Scale Factor Converg.
 AE8871;SPC MN S     -   299,416.595   711,772.383   MT  0.99993463   -0 46 53.5
 AE8871;UTM  15      - 4,961,722.533   332,695.239   MT  0.99994421   -1 29 25.3
 AE8871
 AE8871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8871!SPC MN S     -   0.99995339  x   0.99993463  =   0.99988802
 AE8871!UTM  15      -   0.99995339  x   0.99994421  =   0.99989760
 AE8871
 AE8871:                Primary Azimuth Mark                     Grid Az
 AE8871:SPC MN S     -  6510 W                                   272 16 34.4
 AE8871:UTM  15      -  6510 W                                   272 59 06.2
 AE8871
 AE8871|---------------------------------------------------------------------|
 AE8871| PID    Reference Object                     Distance      Geod. Az  |
 AE8871|                                                           dddmmss.s |
 AE8871| AE8870 6510 W                              APPROX. 0.8 KM 2712940.9 |
 AE8871|---------------------------------------------------------------------|
 AE8871
 AE8871                          SUPERSEDED SURVEY CONTROL
 AE8871
 AE8871  NAVD 88 (06/28/04)  324.42   (m)         1064.4    (f) LEVELING    3  
 AE8871
 AE8871.Superseded values are not recommended for survey control.
 AE8871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8871.See file dsdata.txt to determine how the superseded data were derived.
 AE8871
 AE8871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3269561723(NAD 83)
 AE8871_MARKER: DV = VERTICAL CONTROL DISK
 AE8871_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8871_STAMPING: 6510 X 1989
 AE8871_MARK LOGO: MNDT  
 AE8871_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8871+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2003
 AE8871
 AE8871  HISTORY     - Date     Condition        Report By
 AE8871  HISTORY     - 1989     MONUMENTED       MNDT
 AE8871  HISTORY     - 20030820 GOOD             MNDT
 AE8871
 AE8871                          STATION DESCRIPTION
 AE8871
 AE8871'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8871'THE MARK IS LOCATED ABOUT 3/4 MILE WEST OF THE CITY OF DANUBE, 0.85
 AE8871'MILE WEST ALONG TRUNK HIGHWAY 212 FROM ITS INTERSECTION WITH COUNTY
 AE8871'ROAD 1 IN DANUBE, IN THE SW 1/4 OF SECTION 6, T115N, R35W, 99.5 FEET
 AE8871'NORTH OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 212, AT
 AE8871'MILEPOINT 70.7, AND 1.0 FOOT SOUTHWEST OF A RIGHT-OF-WAY POST WITH A
 AE8871'WITNESS SIGN.  THE MARK, A STANDARD MNDT MAGNETIC VERTICAL CONTROL
 AE8871'MONUMENT DISK STAMPED---6510 X 1989---, IS FORCED ONTO THE TOP OF A
 AE8871'DRIVEN 3/4 INCH DIAMETER BY 23 FOOT LONG ALUMINUM ALLOY ROD AND IS
 AE8871'FLUSH WITH THE GROUND.
 AE8871
 AE8871                          STATION RECOVERY (2003)
 AE8871
 AE8871'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AE8871'0.85 MILE (1.37 KM) WEST OF JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY
 AE8871'ROAD 1 AT DANUBE, AT TRUNK HIGHWAY 212 MILEPOINT 70.7, 99.5 FEET (30.3
 AE8871'M) NORTH OF THE CENTER OF TRUNK HIGHWAY 212, 1 FOOT (0.3 M) SOUTHWEST
 AE8871'OF RIGHT OF WAY POST WITH WITNESS SIGN, 2 FEET (0.6 M) EAST OF WITNESS
 AE8871'POST, RECESSED 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8872 ***********************************************************************
 AE8872  DESIGNATION -  6510 Y
 AE8872  PID         -  AE8872
 AE8872  STATE/COUNTY-  MN/RENVILLE
 AE8872  USGS QUAD   -  DANUBE (1965)
 AE8872
 AE8872                         *CURRENT SURVEY CONTROL
 AE8872  ___________________________________________________________________
 AE8872* NAD 83(1986)-  44 47 21.     (N)    095 05 56.     (W)     SCALED    
 AE8872* NAVD 88     -       330.362  (meters)    1083.86   (feet)  ADJUSTED  
 AE8872  ___________________________________________________________________
 AE8872  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AE8872  DYNAMIC HT  -         330.323 (meters)    1083.73  (feet)  COMP
 AE8872  MODELED GRAV-     980,490.4   (mgal)                       NAVD 88
 AE8872
 AE8872  VERT ORDER  -  SECOND    CLASS I
 AE8872
 AE8872.The horizontal coordinates were scaled from a topographic map and have
 AE8872.an estimated accuracy of +/- 6 seconds.
 AE8872
 AE8872.The orthometric height was determined by differential leveling
 AE8872.and adjusted by the National Geodetic Survey in July 1998..
 AE8872
 AE8872.The geoid height was determined by GEOID03.
 AE8872
 AE8872.The dynamic height is computed by dividing the NAVD 88
 AE8872.geopotential number by the normal gravity value computed on the
 AE8872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8872.degrees latitude (g = 980.6199 gals.).
 AE8872
 AE8872.The modeled gravity was interpolated from observed gravity values.
 AE8872
 AE8872;                    North         East    Units  Estimated Accuracy
 AE8872;SPC MN S     -   299,380.      713,050.      MT  (+/- 180 meters Scaled)
 AE8872
 AE8872                          SUPERSEDED SURVEY CONTROL
 AE8872
 AE8872.No superseded survey control is available for this station.
 AE8872
 AE8872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK339616(NAD 83)
 AE8872_MARKER: DV = VERTICAL CONTROL DISK
 AE8872_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE8872_SP_SET: CONCRETE BASE
 AE8872_STAMPING: 6510 Y 1989
 AE8872_MARK LOGO: MNDT  
 AE8872_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8872+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2003
 AE8872
 AE8872  HISTORY     - Date     Condition        Report By
 AE8872  HISTORY     - 1989     MONUMENTED       MNDT
 AE8872  HISTORY     - 20030820 GOOD             MNDT
 AE8872
 AE8872                          STATION DESCRIPTION
 AE8872
 AE8872'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8872'THE MARK IS LOCATED IN THE CITY OF DANUBE, AT THE HIGH SCHOOL, IN THE
 AE8872'NORTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 212 AND MAIN
 AE8872'STREET, IN THE SE 1/4 OF SECTION 6, T115N, R35W, 98.3 FEET
 AE8872'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 78.0
 AE8872'FEET EAST OF THE CENTERLINE OF MAIN STREET, AND 61.8 FEET
 AE8872'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER A SCHOOL ADDITION.  THE MARK,
 AE8872'A STANDARD MNDT MAGNETIC VERTICAL CONTROL MONUMENT DISK STAMPED---6510
 AE8872'Y 1989---, IS SET FLUSH IN THE SOUTHWEST CORNER OF A 2 FOOT BY 2 FOOT
 AE8872'CONCRETE FLAGPOLE BASE.
 AE8872
 AE8872                          STATION RECOVERY (2003)
 AE8872
 AE8872'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AE8872'IN NORTHWEST QUADRANT OF JUNCTION OF TRUNK HIGHWAY 212 AND MAIN ST AT
 AE8872'DANUBE, 78.0 FEET EAST OF MAIN ST, 98.3 FEET NORTH-NORTHWEST OF
 AE8872'SOUTHWEST CORNER OF HIGH SCHOOL BUILDING, 61.8 FEET SOUTH-SOUTHEAST OF
 AE8872'SOUTHWEST CORNER OF SCHOOL ADDITION, IN CONCRETE BASE OF FLAGPOLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8873 ***********************************************************************
 AE8873  DESIGNATION -  6510 Z
 AE8873  PID         -  AE8873
 AE8873  STATE/COUNTY-  MN/RENVILLE
 AE8873  USGS QUAD   -  DANUBE (1965)
 AE8873
 AE8873                         *CURRENT SURVEY CONTROL
 AE8873  ___________________________________________________________________
 AE8873* NAD 83(1986)-  44 47 34.     (N)    095 05 51.     (W)     SCALED    
 AE8873* NAVD 88     -       332.502  (meters)    1090.88   (feet)  ADJUSTED  
 AE8873  ___________________________________________________________________
 AE8873  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AE8873  DYNAMIC HT  -         332.463 (meters)    1090.76  (feet)  COMP
 AE8873  MODELED GRAV-     980,490.9   (mgal)                       NAVD 88
 AE8873
 AE8873  VERT ORDER  -  SECOND    CLASS I
 AE8873
 AE8873.The horizontal coordinates were scaled from a topographic map and have
 AE8873.an estimated accuracy of +/- 6 seconds.
 AE8873
 AE8873.The orthometric height was determined by differential leveling
 AE8873.and adjusted by the National Geodetic Survey in July 1998..
 AE8873
 AE8873.The geoid height was determined by GEOID03.
 AE8873
 AE8873.The dynamic height is computed by dividing the NAVD 88
 AE8873.geopotential number by the normal gravity value computed on the
 AE8873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8873.degrees latitude (g = 980.6199 gals.).
 AE8873
 AE8873.The modeled gravity was interpolated from observed gravity values.
 AE8873
 AE8873;                    North         East    Units  Estimated Accuracy
 AE8873;SPC MN S     -   299,780.      713,160.      MT  (+/- 180 meters Scaled)
 AE8873
 AE8873                          SUPERSEDED SURVEY CONTROL
 AE8873
 AE8873.No superseded survey control is available for this station.
 AE8873
 AE8873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK340620(NAD 83)
 AE8873_MARKER: DV = VERTICAL CONTROL DISK
 AE8873_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE8873+WITH SETTING: PAVEMENT
 AE8873_STAMPING: 6510 Z 1989
 AE8873_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8873
 AE8873  HISTORY     - Date     Condition        Report By
 AE8873  HISTORY     - 1989     MONUMENTED       MNDT
 AE8873
 AE8873                          STATION DESCRIPTION
 AE8873
 AE8873'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AE8873'THE MARK IS LOCATED IN THE CITY OF DANUBE AT THE CITY WATER TOWER, 0.3
 AE8873'MILE NORTH ALONG COUNTY ROAD 1 FROM ITS INTERSECTION WITH TRUNK
 AE8873'HIGHWAY 212, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF 1ST
 AE8873'STREET AND RAILROAD AVENUE, IN THE SW 1/4 OF SECTION 5, T115N, R35W,
 AE8873'88.0 FEET EAST OF AND ABOUT 4 FEET HIGHER THAN THE CENTERLINE OF
 AE8873'COUNTY ROAD 1 (1ST STREET), AND 78.3 FEET SOUTHEAST OF A POWER POLE.
 AE8873'THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 AE8873'STAMPED---6510 Z 1989---, IS SET FLUSH IN THE NORTHWEST CORNER OF A 4
 AE8873'FOOT BY 4 FOOT CONCRETE BASE OF THE STANDPIPE FOR THE WATER TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6057 ***********************************************************************
 DG6057  DESIGNATION -  6511 A
 DG6057  PID         -  DG6057
 DG6057  STATE/COUNTY-  MN/RENVILLE
 DG6057  USGS QUAD   -  OLIVIA (1982)
 DG6057
 DG6057                         *CURRENT SURVEY CONTROL
 DG6057  ___________________________________________________________________
 DG6057* NAD 83(1996)-  44 46 32.58092(N)    094 58 07.31633(W)     ADJUSTED  
 DG6057* NAVD 88     -       331.70   (meters)    1088.3    (feet)  LEVELING  
 DG6057  ___________________________________________________________________
 DG6057  X           -    -392,817.529 (meters)                     COMP
 DG6057  Y           -  -4,518,353.479 (meters)                     COMP
 DG6057  Z           -   4,469,904.149 (meters)                     COMP
 DG6057  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 DG6057  ELLIP HEIGHT-         304.49  (meters)          (06/28/04) GPS OBS
 DG6057  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 DG6057
 DG6057  HORZ ORDER  -  FIRST
 DG6057  VERT ORDER  -  THIRD ?
 DG6057  ELLP ORDER  -  FOURTH    CLASS I
 DG6057
 DG6057.The horizontal coordinates were established by GPS observations
 DG6057.and adjusted by the MN DEPT OF TRANSP in June 2004..
 DG6057
 DG6057.The orthometric height was determined by differential leveling.
 DG6057.The vertical network tie was performed by a horz. field party for horz.
 DG6057.obs reductions. Reset procedures were used to establish the elevation.
 DG6057
 DG6057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6057
 DG6057.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6057
 DG6057.The ellipsoidal height was determined by GPS observations
 DG6057.and is referenced to NAD 83.
 DG6057
 DG6057.The geoid height was determined by GEOID03.
 DG6057
 DG6057;                    North         East     Units Scale Factor Converg.
 DG6057;SPC MN S     -   297,757.944   723,330.658   MT  0.99993347   -0 40 44.4
 DG6057;UTM  15      - 4,959,921.137   344,231.973   MT  0.99989837   -1 23 12.8
 DG6057
 DG6057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6057!SPC MN S     -   0.99995226  x   0.99993347  =   0.99988573
 DG6057!UTM  15      -   0.99995226  x   0.99989837  =   0.99985064
 DG6057
 DG6057                          SUPERSEDED SURVEY CONTROL
 DG6057
 DG6057.No superseded survey control is available for this station.
 DG6057
 DG6057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4423259921(NAD 83)
 DG6057_MARKER: DV = VERTICAL CONTROL DISK
 DG6057_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6057_STAMPING: 6511 A 1990
 DG6057_MARK LOGO: MNDT  
 DG6057_PROJECTION: FLUSH
 DG6057_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6057+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DG6057_ROD/PIPE-DEPTH:  3.0 meters
 DG6057
 DG6057  HISTORY     - Date     Condition        Report By
 DG6057  HISTORY     - 1990     MONUMENTED       MNDT
 DG6057
 DG6057                          STATION DESCRIPTION
 DG6057
 DG6057'DESCRIBED BY MN DEPT OF TRANSP 1990 (MPP)
 DG6057'1 MILE (1.6 KM) EAST OF OLIVIA, 1.35 MILE (2.17 KM) EAST OF EAST
 DG6057'JUNCTION OF TRUNK HIGHWAY 212  AND TRUNK HIGHWAY 71, 81.5 FEET (24.8
 DG6057'M) NORTH OF THE CENTER OF TRUNK HIGHWAY 212, AT  TRUNK HIGHWAY 212
 DG6057'MILEPOINT 78.05, 15.8 FEET (4.8 M) SOUTH OF SOUTH RAIL OF RAILROAD
 DG6057'TRACKS,  2.9 FEET (0.9 M) EAST OF WITNESS POST.   THE MARK IS A MNDT
 DG6057'DISK ON A 3/4 INCH DIAMETER  DRIVEN ALUMINUM ROD, DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6044 ***********************************************************************
 DG6044  DESIGNATION -  6511 D
 DG6044  PID         -  DG6044
 DG6044  STATE/COUNTY-  MN/RENVILLE
 DG6044  USGS QUAD   -  OLIVIA (1982)
 DG6044
 DG6044                         *CURRENT SURVEY CONTROL
 DG6044  ___________________________________________________________________
 DG6044* NAD 83(1996)-  44 46 03.51308(N)    094 54 21.57167(W)     ADJUSTED  
 DG6044* NAVD 88     -       333.46   (meters)    1094.0    (feet)  LEVELING  
 DG6044  ___________________________________________________________________
 DG6044  X           -    -387,926.375 (meters)                     COMP
 DG6044  Y           -  -4,519,411.564 (meters)                     COMP
 DG6044  Z           -   4,469,268.329 (meters)                     COMP
 DG6044  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 DG6044  ELLIP HEIGHT-         306.21  (meters)          (06/28/04) GPS OBS
 DG6044  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 DG6044
 DG6044  HORZ ORDER  -  FIRST
 DG6044  VERT ORDER  -  THIRD ?
 DG6044  ELLP ORDER  -  FOURTH    CLASS I
 DG6044
 DG6044.The horizontal coordinates were established by GPS observations
 DG6044.and adjusted by the MN DEPT OF TRANSP in June 2004..
 DG6044
 DG6044.The orthometric height was determined by differential leveling.
 DG6044.The vertical network tie was performed by a horz. field party for horz.
 DG6044.obs reductions. Reset procedures were used to establish the elevation.
 DG6044
 DG6044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6044
 DG6044.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6044
 DG6044.The ellipsoidal height was determined by GPS observations
 DG6044.and is referenced to NAD 83.
 DG6044
 DG6044.The geoid height was determined by GEOID03.
 DG6044
 DG6044;                    North         East     Units Scale Factor Converg.
 DG6044;SPC MN S     -   296,803.861   728,283.544   MT  0.99993281   -0 38 06.1
 DG6044;UTM  15      - 4,958,905.998   349,172.480   MT  0.99987975   -1 20 33.1
 DG6044
 DG6044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6044!SPC MN S     -   0.99995199  x   0.99993281  =   0.99988480
 DG6044!UTM  15      -   0.99995199  x   0.99987975  =   0.99983175
 DG6044
 DG6044                          SUPERSEDED SURVEY CONTROL
 DG6044
 DG6044.No superseded survey control is available for this station.
 DG6044
 DG6044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4917258906(NAD 83)
 DG6044_MARKER: DV = VERTICAL CONTROL DISK
 DG6044_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6044_STAMPING: 6511 D 1990
 DG6044_MARK LOGO: MNDT  
 DG6044_PROJECTION: RECESSED 5 CENTIMETERS
 DG6044_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6044+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 DG6044_ROD/PIPE-DEPTH:  3.0 meters
 DG6044
 DG6044  HISTORY     - Date     Condition        Report By
 DG6044  HISTORY     - 1990     MONUMENTED       MNDT
 DG6044  HISTORY     - 20030819 GOOD             MNDT
 DG6044
 DG6044                          STATION DESCRIPTION
 DG6044
 DG6044'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG6044'0.5 MILE (0.8 KM) WEST OF BIRD ISLAND, 0.55 MILE (0.89 KM) WEST OF
 DG6044'JUNCTION OF TRUNK HIGHWAY  212 AND COUNTY ROAD 5, 54.9 FEET (16.7 M)
 DG6044'NORTH OF TRUNK HIGHWAY 212, AT TRUNK HIGHWAY 212  MILEPOINT 81.25,
 DG6044'10.9 FEET (3.3 M) WEST OF THE CENTER OF WEST CEMETERY ENTRANCE, 2.3
 DG6044'FEET  (0.7 M) SOUTHWEST OF SOUTHWEST CORNER OF STONE CORNER PILLAR,
 DG6044'6.0 FEET (1.8 M) ENE OF  RIGHT OF WAY POST, 2.2 FEET (0.7 M) SOUTH OF
 DG6044'WITNESS POST, RECESSED 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6045 ***********************************************************************
 DG6045  DESIGNATION -  6511 E
 DG6045  PID         -  DG6045
 DG6045  STATE/COUNTY-  MN/RENVILLE
 DG6045  USGS QUAD   -  OLIVIA (1982)
 DG6045
 DG6045                         *CURRENT SURVEY CONTROL
 DG6045  ___________________________________________________________________
 DG6045* NAD 83(1996)-  44 46 04.24428(N)    094 53 03.24208(W)     ADJUSTED  
 DG6045* NAVD 88     -       332.02   (meters)    1089.3    (feet)  LEVELING  
 DG6045  ___________________________________________________________________
 DG6045  X           -    -386,208.648 (meters)                     COMP
 DG6045  Y           -  -4,519,541.690 (meters)                     COMP
 DG6045  Z           -   4,469,283.333 (meters)                     COMP
 DG6045  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 DG6045  ELLIP HEIGHT-         304.76  (meters)          (06/28/04) GPS OBS
 DG6045  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 DG6045
 DG6045  HORZ ORDER  -  FIRST
 DG6045  VERT ORDER  -  THIRD ?
 DG6045  ELLP ORDER  -  FOURTH    CLASS I
 DG6045
 DG6045.The horizontal coordinates were established by GPS observations
 DG6045.and adjusted by the MN DEPT OF TRANSP in June 2004..
 DG6045
 DG6045.The orthometric height was determined by differential leveling.
 DG6045.The vertical network tie was performed by a horz. field party for horz.
 DG6045.obs reductions. Reset procedures were used to establish the elevation.
 DG6045
 DG6045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6045
 DG6045.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6045
 DG6045.The ellipsoidal height was determined by GPS observations
 DG6045.and is referenced to NAD 83.
 DG6045
 DG6045.The geoid height was determined by GEOID03.
 DG6045
 DG6045;                    North         East     Units Scale Factor Converg.
 DG6045;SPC MN S     -   296,807.569   730,006.056   MT  0.99993282   -0 37 11.2
 DG6045;UTM  15      - 4,958,888.439   350,894.809   MT  0.99987339   -1 19 37.9
 DG6045
 DG6045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6045!SPC MN S     -   0.99995222  x   0.99993282  =   0.99988504
 DG6045!UTM  15      -   0.99995222  x   0.99987339  =   0.99982561
 DG6045
 DG6045                          SUPERSEDED SURVEY CONTROL
 DG6045
 DG6045.No superseded survey control is available for this station.
 DG6045
 DG6045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5089558888(NAD 83)
 DG6045_MARKER: DV = VERTICAL CONTROL DISK
 DG6045_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6045_STAMPING: 6511 E 1990
 DG6045_MARK LOGO: MNDT  
 DG6045_PROJECTION: RECESSED 5 CENTIMETERS
 DG6045_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6045+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 DG6045_ROD/PIPE-DEPTH:  3.0 meters
 DG6045
 DG6045  HISTORY     - Date     Condition        Report By
 DG6045  HISTORY     - 1990     MONUMENTED       MNDT
 DG6045  HISTORY     - 20030819 GOOD             MNDT
 DG6045
 DG6045                          STATION DESCRIPTION
 DG6045
 DG6045'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG6045'AT EAST EDGE OF BIRD ISLAND, 0.55 MILE (0.89 KM) EAST OF JUNCTION OF
 DG6045'TRUNK HIGHWAY 212 AND COUNTY ROAD 5, 120.8 FEET (36.8 M)
 DG6045'NORTH-NORTHEAST OF THE CENTER OF TRUNK HIGHWAY 212, AT TRUNK HIGHWAY
 DG6045'212 MILEPOINT 82.35, 30.1 FEET (9.2 M) SOUTH-SOUTHWEST OF SOUTH RAIL
 DG6045'OF RAILROAD TRACKS, 5.3 FEET (1.6 M) NORTH-NORTHEAST OF WITNESS POST,
 DG6045'RECESSED 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0386 ***********************************************************************
 QP0386  DESIGNATION -  6557 A
 QP0386  PID         -  QP0386
 QP0386  STATE/COUNTY-  MN/SHERBURNE
 QP0386  USGS QUAD   -  CLEARWATER (1991)
 QP0386
 QP0386                         *CURRENT SURVEY CONTROL
 QP0386  ___________________________________________________________________
 QP0386* NAD 83(1986)-  45 25 12.     (N)    094 02 31.     (W)     SCALED    
 QP0386* NAVD 88     -       297.547  (meters)     976.20   (feet)  ADJUSTED  
 QP0386  ___________________________________________________________________
 QP0386  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 QP0386  DYNAMIC HT  -         297.533 (meters)     976.16  (feet)  COMP
 QP0386  MODELED GRAV-     980,562.6   (mgal)                       NAVD 88
 QP0386
 QP0386  VERT ORDER  -  SECOND    CLASS I
 QP0386
 QP0386.The horizontal coordinates were scaled from a topographic map and have
 QP0386.an estimated accuracy of +/- 6 seconds.
 QP0386
 QP0386.The orthometric height was determined by differential leveling
 QP0386.and adjusted by the National Geodetic Survey in June 1991..
 QP0386
 QP0386.The geoid height was determined by GEOID03.
 QP0386
 QP0386.The dynamic height is computed by dividing the NAVD 88
 QP0386.geopotential number by the normal gravity value computed on the
 QP0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0386.degrees latitude (g = 980.6199 gals.).
 QP0386
 QP0386.The modeled gravity was interpolated from observed gravity values.
 QP0386
 QP0386;                    North         East    Units  Estimated Accuracy
 QP0386;SPC MN S     -   368,910.      796,720.      MT  (+/- 180 meters Scaled)
 QP0386
 QP0386                          SUPERSEDED SURVEY CONTROL
 QP0386
 QP0386  NGVD 29 (??/??/92)  297.422  (m)          975.79   (f) ADJ UNCH    2 0
 QP0386
 QP0386.Superseded values are not recommended for survey control.
 QP0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0386.See file dsdata.txt to determine how the superseded data were derived.
 QP0386
 QP0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL184301(NAD 83)
 QP0386_MARKER: DB = BENCH MARK DISK
 QP0386_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 QP0386_SP_SET: BRIDGE WINGWALL
 QP0386_STAMPING: 6557 A 1968
 QP0386_MARK LOGO: MNDT  
 QP0386_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0386+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1996
 QP0386
 QP0386  HISTORY     - Date     Condition        Report By
 QP0386  HISTORY     - 1968     MONUMENTED       MNDT
 QP0386  HISTORY     - 1977     GOOD             MNDT
 QP0386  HISTORY     - 19960826 GOOD             MNDT
 QP0386
 QP0386                          STATION DESCRIPTION
 QP0386
 QP0386'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0386'IN CLEARWATER.
 QP0386'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 6557-A
 QP0386'1968, SET IN THE SOUTH WALK AT THE EAST END OF THE TH 24 BRIDGE
 QP0386'(NO.6557) ACROSS THE MISSISSIPPI RIVER AT THE WRIGHT-SHERBURNE COUNTY
 QP0386'LINE.  SECTION 35, T 123N, R 27W.
 QP0386
 QP0386                          STATION RECOVERY (1977)
 QP0386
 QP0386'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QP0386'THE MARK WAS FOUND AS DESCRIBED, AT CLEARWATER, ON THE NORTHEAST SIDE
 QP0386'OF THE MISSISSIPPI RIVER, AT THE WRIGHT SHERBURNE COUNTY LINE. IT IS
 QP0386'17.5 FT. SOUTHEAST OF, AND 1 FT. HIGHER THAN THE CENTERLINE OF TRUNK
 QP0386'HIGHWAY 24 AT MILEPOINT 44.6. IT IS CEMENTED IN THE NORTHEAST END OF
 QP0386'THE SOUTHEAST WALKWAY OF BRIDGE 6557, 0.5 FT. SOUTHWEST OF THE
 QP0386'NORTHWEST END OF THE CONCRETE WALK.
 QP0386
 QP0386                          STATION RECOVERY (1996)
 QP0386
 QP0386'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 QP0386'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0385 ***********************************************************************
 QP0385  DESIGNATION -  6557 B
 QP0385  PID         -  QP0385
 QP0385  STATE/COUNTY-  MN/WRIGHT
 QP0385  USGS QUAD   -  CLEARWATER (1991)
 QP0385
 QP0385                         *CURRENT SURVEY CONTROL
 QP0385  ___________________________________________________________________
 QP0385* NAD 83(1986)-  45 25 00.     (N)    094 02 44.     (W)     SCALED    
 QP0385* NAVD 88     -       302.439  (meters)     992.25   (feet)  ADJUSTED  
 QP0385  ___________________________________________________________________
 QP0385  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 QP0385  DYNAMIC HT  -         302.425 (meters)     992.21  (feet)  COMP
 QP0385  MODELED GRAV-     980,562.3   (mgal)                       NAVD 88
 QP0385
 QP0385  VERT ORDER  -  SECOND    CLASS 0
 QP0385
 QP0385.The horizontal coordinates were scaled from a topographic map and have
 QP0385.an estimated accuracy of +/- 6 seconds.
 QP0385
 QP0385.The orthometric height was determined by differential leveling
 QP0385.and adjusted by the National Geodetic Survey in June 1991..
 QP0385
 QP0385.The geoid height was determined by GEOID03.
 QP0385
 QP0385.The dynamic height is computed by dividing the NAVD 88
 QP0385.geopotential number by the normal gravity value computed on the
 QP0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0385.degrees latitude (g = 980.6199 gals.).
 QP0385
 QP0385.The modeled gravity was interpolated from observed gravity values.
 QP0385
 QP0385;                    North         East    Units  Estimated Accuracy
 QP0385;SPC MN S     -   368,530.      796,430.      MT  (+/- 180 meters Scaled)
 QP0385
 QP0385                          SUPERSEDED SURVEY CONTROL
 QP0385
 QP0385  NGVD 29 (??/??/92)  302.314  (m)          991.84   (f) ADJ UNCH    2 0
 QP0385
 QP0385.Superseded values are not recommended for survey control.
 QP0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0385.See file dsdata.txt to determine how the superseded data were derived.
 QP0385
 QP0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL181297(NAD 83)
 QP0385_MARKER: DD = SURVEY DISK
 QP0385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0385_SP_SET: BRIDGE
 QP0385_STAMPING: 6557 B 1968
 QP0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0385
 QP0385  HISTORY     - Date     Condition        Report By
 QP0385  HISTORY     - 1968     MONUMENTED       MNDT
 QP0385  HISTORY     - 1977     GOOD             MNDT
 QP0385
 QP0385                          STATION DESCRIPTION
 QP0385
 QP0385'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0385'IN CLEARWATER.
 QP0385'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 6557 B
 QP0385'1968 SET IN THE NORTH WALK AT THE WEST END OF TH 24 BRIDGE (NO.6557)
 QP0385'OVER THE MISSISSIPPI RIVER AT THE WRIGHT-SHERBURNE COUNTY LINE.  35, T
 QP0385'123N, R 27W AT.
 QP0385
 QP0385                          STATION RECOVERY (1977)
 QP0385
 QP0385'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QP0385'THE MARK WAS FOUND AS DESCRIBED AT CLEARWATER, ON THE SOUTHWEST SIDE
 QP0385'OF THE MISSISSIPPI RIVER, AT THE WRIGHT SHERBURNE COUNTY LINE. IT IS
 QP0385'17.7 FT. NORTHWEST OF AND 1 FT. HIGHER THAN THE CENTERLINE OF TRUNK
 QP0385'HIGHWAY 24 AT MILEPOINT 44.6. IT IS CEMENTED IN THE SOUTHWEST END OF
 QP0385'THE NORTHWEST WALKWAY OF BRIDGE 6557, 0.5 FT. NORTHEAST OF THE
 QP0385'SOUTHWEST END OF THE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0302 ***********************************************************************
 ON0302  DESIGNATION -  658.96
 ON0302  PID         -  ON0302
 ON0302  STATE/COUNTY-  MN/WINONA
 ON0302  USGS QUAD   -  PICKWICK (1973)
 ON0302
 ON0302                         *CURRENT SURVEY CONTROL
 ON0302  ___________________________________________________________________
 ON0302* NAD 83(1986)-  43 59 47.     (N)    091 27 38.     (W)     SCALED    
 ON0302* NAVD 88     -       200.830  (meters)     658.89   (feet)  ADJUSTED  
 ON0302  ___________________________________________________________________
 ON0302  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 ON0302  DYNAMIC HT  -         200.798 (meters)     658.78  (feet)  COMP
 ON0302  MODELED GRAV-     980,454.5   (mgal)                       NAVD 88
 ON0302
 ON0302  VERT ORDER  -  FIRST     CLASS I
 ON0302
 ON0302.The horizontal coordinates were scaled from a topographic map and have
 ON0302.an estimated accuracy of +/- 6 seconds.
 ON0302
 ON0302.The orthometric height was determined by differential leveling
 ON0302.and adjusted by the National Geodetic Survey in June 1991..
 ON0302
 ON0302.The geoid height was determined by GEOID03.
 ON0302
 ON0302.The dynamic height is computed by dividing the NAVD 88
 ON0302.geopotential number by the normal gravity value computed on the
 ON0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0302.degrees latitude (g = 980.6199 gals.).
 ON0302
 ON0302.The modeled gravity was interpolated from observed gravity values.
 ON0302
 ON0302;                    North         East    Units  Estimated Accuracy
 ON0302;SPC MN S     -   213,870.    1,003,650.      MT  (+/- 180 meters Scaled)
 ON0302
 ON0302                          SUPERSEDED SURVEY CONTROL
 ON0302
 ON0302  NGVD 29 (??/??/92)  200.842  (m)          658.93   (f) ADJ UNCH    1 1
 ON0302
 ON0302.Superseded values are not recommended for survey control.
 ON0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0302.See file dsdata.txt to determine how the superseded data were derived.
 ON0302
 ON0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ234726(NAD 83)
 ON0302_MARKER: DD = SURVEY DISK
 ON0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0302_SP_SET: BRIDGE
 ON0302_STAMPING: 658.96
 ON0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0302
 ON0302  HISTORY     - Date     Condition        Report By
 ON0302  HISTORY     - UNK      MONUMENTED       DOD
 ON0302  HISTORY     - 1970     GOOD             NGS
 ON0302
 ON0302                          STATION DESCRIPTION
 ON0302
 ON0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0302'8.2 MI NW FROM DAKOTA.
 ON0302'ABOUT 8.25 MILES NORTHWEST ALONG U.S. HIGHWAYS 14 AND 61 FROM THE
 ON0302'HIGHWAY UNDERPASS FOR COUNTY ROAD 12 AT DAKOTA, 74.7 FEET
 ON0302'NORTHEAST OF THE CENTER LINE OF THE NORTHEAST LANES OF THE
 ON0302'HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 ON0302'CONCRETE ABUTMENT OF CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 ON0302'RAILROAD BRIDGE NUMBER L26 OVER TROUT CREEK, 5.0 FEET SOUTHWEST
 ON0302'OF THE SOUTHWEST RAIL OF THE TRACK, AND ABOUT 1 FOOT BELOW THE
 ON0302'LEVEL OF THE TRACK.  SECTION 7, T 106 N, R 5 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PO0275 ***********************************************************************
 PO0275  DESIGNATION -  659.35
 PO0275  PID         -  PO0275
 PO0275  STATE/COUNTY-  MN/WINONA
 PO0275  USGS QUAD   -  TREMPEALEAU (1973)
 PO0275
 PO0275                         *CURRENT SURVEY CONTROL
 PO0275  ___________________________________________________________________
 PO0275* NAD 83(1986)-  44 00 26.     (N)    091 29 45.     (W)     SCALED    
 PO0275* NAVD 88     -       200.947  (meters)     659.27   (feet)  ADJUSTED  
 PO0275  ___________________________________________________________________
 PO0275  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 PO0275  DYNAMIC HT  -         200.915 (meters)     659.17  (feet)  COMP
 PO0275  MODELED GRAV-     980,455.3   (mgal)                       NAVD 88
 PO0275
 PO0275  VERT ORDER  -  FIRST     CLASS I
 PO0275
 PO0275.The horizontal coordinates were scaled from a topographic map and have
 PO0275.an estimated accuracy of +/- 6 seconds.
 PO0275
 PO0275.The orthometric height was determined by differential leveling
 PO0275.and adjusted by the National Geodetic Survey in June 1991..
 PO0275
 PO0275.The geoid height was determined by GEOID03.
 PO0275
 PO0275.The dynamic height is computed by dividing the NAVD 88
 PO0275.geopotential number by the normal gravity value computed on the
 PO0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0275.degrees latitude (g = 980.6199 gals.).
 PO0275
 PO0275.The modeled gravity was interpolated from observed gravity values.
 PO0275
 PO0275;                    North         East    Units  Estimated Accuracy
 PO0275;SPC MN S     -   214,990.    1,000,790.      MT  (+/- 180 meters Scaled)
 PO0275
 PO0275                          SUPERSEDED SURVEY CONTROL
 PO0275
 PO0275  NGVD 29 (??/??/92)  200.958  (m)          659.31   (f) ADJ UNCH    1 1
 PO0275
 PO0275.Superseded values are not recommended for survey control.
 PO0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0275.See file dsdata.txt to determine how the superseded data were derived.
 PO0275
 PO0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ205737(NAD 83)
 PO0275_MARKER: DD = SURVEY DISK
 PO0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PO0275_SP_SET: CONCRETE ABUTMENT
 PO0275_STAMPING: 659.35
 PO0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0275
 PO0275  HISTORY     - Date     Condition        Report By
 PO0275  HISTORY     - UNK      MONUMENTED       DOD
 PO0275  HISTORY     - 1970     GOOD             NGS
 PO0275
 PO0275                          STATION DESCRIPTION
 PO0275
 PO0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0275'9 MI SE FROM WINONA.
 PO0275'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 43 FROM THE POST
 PO0275'OFFICE AT WINONA, THENCE 6.75 MILES SOUTHEAST ALONG U.S. HIGHWAYS
 PO0275'14 AND 61, OR ABOUT 10.35 MILES NORTHWEST ALONG U.S. HIGHWAYS
 PO0275'14 AND 61 FROM THE HIGHWAY UNDERPASS FOR COUNTY ROAD 12 AT
 PO0275'DAKOTA, 80 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST
 PO0275'LANES OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF
 PO0275'THE NORTHWEST CONCRETE ABUTMENT OF CHICAGO, MILWAUKEE, ST.
 PO0275'PAUL AND PACIFIC RAILROAD TRESTLE NUMBER L 32 OVER CEDAR CREEK,
 PO0275'5.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK,
 PO0275'AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.  SECTION
 PO0275'1, T 106N, R 6W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0570 ***********************************************************************
 PP0570  DESIGNATION -  66 001
 PP0570  PID         -  PP0570
 PP0570  STATE/COUNTY-  MN/DAKOTA
 PP0570  USGS QUAD   -  COATES (1993)
 PP0570
 PP0570                         *CURRENT SURVEY CONTROL
 PP0570  ___________________________________________________________________
 PP0570* NAD 83(1986)-  44 39 32.     (N)    093 00 27.     (W)     SCALED    
 PP0570* NAVD 88     -       259.493  (meters)     851.35   (feet)  ADJUSTED  
 PP0570  ___________________________________________________________________
 PP0570  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 PP0570  DYNAMIC HT  -         259.465 (meters)     851.26  (feet)  COMP
 PP0570  MODELED GRAV-     980,505.1   (mgal)                       NAVD 88
 PP0570
 PP0570  VERT ORDER  -  SECOND    CLASS 0
 PP0570
 PP0570.The horizontal coordinates were scaled from a topographic map and have
 PP0570.an estimated accuracy of +/- 6 seconds.
 PP0570
 PP0570.The orthometric height was determined by differential leveling
 PP0570.and adjusted by the National Geodetic Survey in June 1991..
 PP0570
 PP0570.The geoid height was determined by GEOID03.
 PP0570
 PP0570.The dynamic height is computed by dividing the NAVD 88
 PP0570.geopotential number by the normal gravity value computed on the
 PP0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0570.degrees latitude (g = 980.6199 gals.).
 PP0570
 PP0570.The modeled gravity was interpolated from observed gravity values.
 PP0570
 PP0570;                    North         East    Units  Estimated Accuracy
 PP0570;SPC MN S     -   284,800.      878,710.      MT  (+/- 180 meters Scaled)
 PP0570
 PP0570                          SUPERSEDED SURVEY CONTROL
 PP0570
 PP0570  NGVD 29 (??/??/92)  259.449  (m)          851.21   (f) ADJ UNCH    2 0
 PP0570
 PP0570.Superseded values are not recommended for survey control.
 PP0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0570.See file dsdata.txt to determine how the superseded data were derived.
 PP0570
 PP0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK994450(NAD 83)
 PP0570_MARKER: DD = SURVEY DISK
 PP0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0570_SP_SET: ABUTMENT
 PP0570_STAMPING: 66-001 1972
 PP0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0570
 PP0570  HISTORY     - Date     Condition        Report By
 PP0570  HISTORY     - 1972     MONUMENTED       MNDT
 PP0570
 PP0570                          STATION DESCRIPTION
 PP0570
 PP0570'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0570'0.4 MI E FROM EMPIRE.
 PP0570'MARK IS LOCATED AT EMPIRE, 0.4 MILES EAST OF THE CHICAGO-GREAT WESTERN
 PP0570'RAILROAD, 0.1 MILE WEST OF T.H. 52, IN THE SOUTHEAST CORNER (ABUTMENT)
 PP0570'OF DAKOTA COUNTY BRIDGE NO. 19506, COUNTY ROAD 66 OVER THE VERMILLION
 PP0570'RIVER.  NW 1/4 SECTION 29, T 114, R 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0307 ***********************************************************************
 DI0307  DESIGNATION -  66 SEM
 DI0307  PID         -  DI0307
 DI0307  STATE/COUNTY-  MN/LAC QUI PARLE
 DI0307  USGS QUAD   -  MOUNT WICKHAM (1967)
 DI0307
 DI0307                         *CURRENT SURVEY CONTROL
 DI0307  ___________________________________________________________________
 DI0307* NAD 83(1996)-  44 55 16.05572(N)    096 22 23.74380(W)     ADJUSTED  
 DI0307* NAVD 88     -       341.6    (meters)    1121.     (feet)  GPS OBS   
 DI0307  ___________________________________________________________________
 DI0307  X           -    -502,188.276 (meters)                     COMP
 DI0307  Y           -  -4,496,049.042 (meters)                     COMP
 DI0307  Z           -   4,481,369.123 (meters)                     COMP
 DI0307  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 DI0307  ELLIP HEIGHT-         315.76  (meters)          (06/12/06) GPS OBS
 DI0307  GEOID HEIGHT-         -25.81  (meters)                     GEOID03
 DI0307
 DI0307  HORZ ORDER  -  FIRST
 DI0307  ELLP ORDER  -  THIRD     CLASS II
 DI0307
 DI0307.The horizontal coordinates were established by GPS observations
 DI0307.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0307
 DI0307.The orthometric height was determined by GPS observations and a
 DI0307.high-resolution geoid model.
 DI0307
 DI0307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0307
 DI0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0307
 DI0307.The ellipsoidal height was determined by GPS observations
 DI0307.and is referenced to NAD 83.
 DI0307
 DI0307.The geoid height was determined by GEOID03.
 DI0307
 DI0307;                    North         East     Units Scale Factor Converg.
 DI0307;SPC MN S     -   316,181.705   612,655.148   MT  0.99994883   -1 39 48.5
 DI0307;UTM  14      - 4,977,545.433   707,311.260   MT  1.00012851   +1 51 19.7
 DI0307
 DI0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0307!SPC MN S     -   0.99995050  x   0.99994883  =   0.99989933
 DI0307!UTM  14      -   0.99995050  x   1.00012851  =   1.00007900
 DI0307
 DI0307                          SUPERSEDED SURVEY CONTROL
 DI0307
 DI0307.No superseded survey control is available for this station.
 DI0307
 DI0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0731177545(NAD 83)
 DI0307_MARKER: DD = SURVEY DISK
 DI0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0307_STAMPING: 66 SEM 1965 1120
 DI0307_MARK LOGO: USGS  
 DI0307_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0307+STABILITY: SURFACE MOTION
 DI0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0307+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 DI0307
 DI0307  HISTORY     - Date     Condition        Report By
 DI0307  HISTORY     - 1965     MONUMENTED       USGS
 DI0307  HISTORY     - 20050926 GOOD             MNDT
 DI0307
 DI0307                          STATION DESCRIPTION
 DI0307
 DI0307'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0307'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DI0307'THE MARK IS 6.0 MILES (9.7 KM) SOUTH ALONG COUNTY ROAD 7 FROM JUNCTION
 DI0307'OF COUNTY ROAD 7 AND TRUNK HIGHWAY 40 IN MARIETTA, THENCE 2.0 MILES
 DI0307'(3.2 KM) EAST ON 180TH STREET, 1.0 MILE (1.6 KM) SOUTH ON COUNTY ROAD
 DI0307'53 FROM JUNCTION OF COUNTY ROAD 53 AND TRUNK HIGHWAY 212, 36 FEET
 DI0307'(11.0 M) SOUTH AND 204 FEET (62.2 M) EAST OF CROSSROADS, 1.5  FEET
 DI0307'(0.5 M) SOUTH AND 5.0 FEET (1.5 M) EAST OF POWER POLE, 1.0 FOOT (0.3
 DI0307'M) SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1033 ***********************************************************************
 PQ1033  DESIGNATION -  66 T
 PQ1033  PID         -  PQ1033
 PQ1033  STATE/COUNTY-  MN/REDWOOD
 PQ1033  USGS QUAD   -  MILROY (1962)
 PQ1033
 PQ1033                         *CURRENT SURVEY CONTROL
 PQ1033  ___________________________________________________________________
 PQ1033* NAD 83(1996)-  44 29 38.31534(N)    095 30 49.00066(W)     ADJUSTED  
 PQ1033* NAVD 88     -       331.8    (meters)    1089.     (feet)  GPS OBS   
 PQ1033  ___________________________________________________________________
 PQ1033  X           -    -437,884.585 (meters)                     COMP
 PQ1033  Y           -  -4,536,309.393 (meters)                     COMP
 PQ1033  Z           -   4,447,624.215 (meters)                     COMP
 PQ1033  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 PQ1033  ELLIP HEIGHT-         304.58  (meters)          (10/29/04) GPS OBS
 PQ1033  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 PQ1033
 PQ1033  HORZ ORDER  -  FIRST
 PQ1033  ELLP ORDER  -  FOURTH    CLASS I
 PQ1033
 PQ1033.The horizontal coordinates were established by GPS observations
 PQ1033.and adjusted by the MN DEPT OF TRANSP in October 2004..
 PQ1033
 PQ1033.The orthometric height was determined by GPS observations and a
 PQ1033.high-resolution geoid model.
 PQ1033
 PQ1033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1033
 PQ1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1033
 PQ1033.The ellipsoidal height was determined by GPS observations
 PQ1033.and is referenced to NAD 83.
 PQ1033
 PQ1033.The geoid height was determined by GEOID03.
 PQ1033
 PQ1033;                    North         East     Units Scale Factor Converg.
 PQ1033;SPC MN S     -   267,112.160   679,627.027   MT  0.99992205   -1 03 39.4
 PQ1033;UTM  15      - 4,929,813.385   300,151.759   MT  1.00009119   -1 45 43.9
 PQ1033
 PQ1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1033!SPC MN S     -   0.99995225  x   0.99992205  =   0.99987430
 PQ1033!UTM  15      -   0.99995225  x   1.00009119  =   1.00004343
 PQ1033
 PQ1033                          SUPERSEDED SURVEY CONTROL
 PQ1033
 PQ1033  NAD 83(1996)-  44 29 38.32078(N)    095 30 49.00675(W) AD(       ) 3
 PQ1033  NAD 83(1996)-  44 29 38.31496(N)    095 30 49.00067(W) AD(       ) 3
 PQ1033  NAD 83(1986)-  44 29 38.31491(N)    095 30 48.99980(W) AD(       ) 3
 PQ1033  NAD 27      -  44 29 38.46144(N)    095 30 47.94989(W) AD(       ) 3
 PQ1033  NGVD 29 (07/19/86)  331.65   (m)         1088.1    (f) LEVELING    3  
 PQ1033
 PQ1033.Superseded values are not recommended for survey control.
 PQ1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1033.See file dsdata.txt to determine how the superseded data were derived.
 PQ1033
 PQ1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0015229813(NAD 83)
 PQ1033_MARKER: DB = BENCH MARK DISK
 PQ1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1033_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1033_STAMPING: ET 66 T 1960 1088
 PQ1033_MARK LOGO: USGS  
 PQ1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1033+STABILITY: SURFACE MOTION
 PQ1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1033+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2003
 PQ1033
 PQ1033  HISTORY     - Date     Condition        Report By
 PQ1033  HISTORY     - 1960     MONUMENTED       USGS
 PQ1033  HISTORY     - 20030818 GOOD             MNDT
 PQ1033
 PQ1033                          STATION DESCRIPTION
 PQ1033
 PQ1033'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1033'MILROY,5.0 MILE N AND 2.0 MILE E OF. 31 FT N, 52 FT W, AND 0.7 FT
 PQ1033'LOWER THAN T-ROAD S AT 1/4 CORNER BETWEEN SECTIONS 22 AND 23,T.112N,
 PQ1033'R.39W, 1.0 FT S OF E-W FENCE. IN CONCRETE POST WITH A STANDARD TABLET
 PQ1033'STAMPED---66 T 1960 1088 ET---.
 PQ1033
 PQ1033                          STATION RECOVERY (2003)
 PQ1033
 PQ1033'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ1033'4.5 MILES WEST-SOUTHWEST OF VESTA, 3.8 MILES SOUTHWEST AND WEST ALONG
 PQ1033'TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND COUNTY ROAD 30
 PQ1033'IN VESTA, THEN 2.5 MILES NORTH ON CAMP AVENUE, 63.0 FEET EAST OF
 PQ1033'DRIVEWAY NUMBER 13969, 52 FEET WEST OF CAMP AVENUE, 21 FEET NORTH OF
 PQ1033'305TH STREET, UNDER HOUSE POWERLINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8788 ***********************************************************************
 AC8788  DESIGNATION -  6602 B
 AC8788  PID         -  AC8788
 AC8788  STATE/COUNTY-  MN/RICE
 AC8788  USGS QUAD   -  VESELI (1974)
 AC8788
 AC8788                         *CURRENT SURVEY CONTROL
 AC8788  ___________________________________________________________________
 AC8788* NAD 83(1986)-  44 31 46.     (N)    093 26 37.     (W)     SCALED    
 AC8788* NAVD 88     -       318.017  (meters)    1043.36   (feet)  ADJUSTED  
 AC8788  ___________________________________________________________________
 AC8788  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AC8788  DYNAMIC HT  -         317.989 (meters)    1043.27  (feet)  COMP
 AC8788  MODELED GRAV-     980,520.5   (mgal)                       NAVD 88
 AC8788
 AC8788  VERT ORDER  -  SECOND    CLASS I
 AC8788
 AC8788.The horizontal coordinates were scaled from a topographic map and have
 AC8788.an estimated accuracy of +/- 6 seconds.
 AC8788
 AC8788.The orthometric height was determined by differential leveling
 AC8788.and adjusted by the National Geodetic Survey in September 1997..
 AC8788
 AC8788.The geoid height was determined by GEOID03.
 AC8788
 AC8788.The dynamic height is computed by dividing the NAVD 88
 AC8788.geopotential number by the normal gravity value computed on the
 AC8788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8788.degrees latitude (g = 980.6199 gals.).
 AC8788
 AC8788.The modeled gravity was interpolated from observed gravity values.
 AC8788
 AC8788;                    North         East    Units  Estimated Accuracy
 AC8788;SPC MN S     -   270,090.      844,220.      MT  (+/- 180 meters Scaled)
 AC8788
 AC8788                          SUPERSEDED SURVEY CONTROL
 AC8788
 AC8788.No superseded survey control is available for this station.
 AC8788
 AC8788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK647307(NAD 83)
 AC8788_MARKER: DD = SURVEY DISK
 AC8788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8788_STAMPING: 6602 B 1956
 AC8788_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8788
 AC8788  HISTORY     - Date     Condition        Report By
 AC8788  HISTORY     - 1956     MONUMENTED       MNDT
 AC8788
 AC8788                          STATION DESCRIPTION
 AC8788
 AC8788'DESCRIBED BY MN DEPT OF TRANSP 1956 (OCO)
 AC8788'THE MARK IS LOCATED 3.75 MILES NORTH ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8788'JUNCTION WITH MAIN STREET IN LONSDALE, IN THE NORTHWEST 1/4 OF SECTION
 AC8788'11, T112N, R22W.  THE MARK IS 74.5 FEET EAST OF AND 3 FEET HIGHER THAN
 AC8788'THE CENTERLINE OF HIGHWAY 19(INDEPENDENCE AVENUE) AT MILEPOINT 158.6,
 AC8788'94 FEET SOUTH OF A GRAVEL ROAD(40TH STREET WEST), 59 FEET SOUTH OF A
 AC8788'FENC CORNER, 91.2 FEET NORTH OF A POWER POLE, 1.0 FOOT WEST OF A
 AC8788'FENCE, AND 0.8 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A
 AC8788'STANDARD MNDT BENCH MARK DISK STAMPED---6602 B 1956---, IS SET IN THE
 AC8788'TOP OF A MAGNETIC 6 FOOT LONG PRECAST CONCRETE POST THAT IS 0.1 FOOT
 AC8788'LOWER THAN THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8787 ***********************************************************************
 AC8787  DESIGNATION -  6602 C
 AC8787  PID         -  AC8787
 AC8787  STATE/COUNTY-  MN/RICE
 AC8787  USGS QUAD   -  VESELI (1974)
 AC8787
 AC8787                         *CURRENT SURVEY CONTROL
 AC8787  ___________________________________________________________________
 AC8787* NAD 83(1986)-  44 30 57.     (N)    093 26 37.     (W)     SCALED    
 AC8787* NAVD 88     -       329.626  (meters)    1081.45   (feet)  ADJUSTED  
 AC8787  ___________________________________________________________________
 AC8787  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AC8787  DYNAMIC HT  -         329.596 (meters)    1081.35  (feet)  COMP
 AC8787  MODELED GRAV-     980,516.6   (mgal)                       NAVD 88
 AC8787
 AC8787  VERT ORDER  -  SECOND    CLASS I
 AC8787
 AC8787.The horizontal coordinates were scaled from a topographic map and have
 AC8787.an estimated accuracy of +/- 6 seconds.
 AC8787
 AC8787.The orthometric height was determined by differential leveling
 AC8787.and adjusted by the National Geodetic Survey in September 1997..
 AC8787
 AC8787.The geoid height was determined by GEOID03.
 AC8787
 AC8787.The dynamic height is computed by dividing the NAVD 88
 AC8787.geopotential number by the normal gravity value computed on the
 AC8787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8787.degrees latitude (g = 980.6199 gals.).
 AC8787
 AC8787.The modeled gravity was interpolated from observed gravity values.
 AC8787
 AC8787;                    North         East    Units  Estimated Accuracy
 AC8787;SPC MN S     -   268,580.      844,230.      MT  (+/- 180 meters Scaled)
 AC8787
 AC8787                          SUPERSEDED SURVEY CONTROL
 AC8787
 AC8787.No superseded survey control is available for this station.
 AC8787
 AC8787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK647292(NAD 83)
 AC8787_MARKER: DD = SURVEY DISK
 AC8787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8787_STAMPING: 6602 C 1956
 AC8787_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8787
 AC8787  HISTORY     - Date     Condition        Report By
 AC8787  HISTORY     - 1956     MONUMENTED       MNDT
 AC8787
 AC8787                          STATION DESCRIPTION
 AC8787
 AC8787'DESCRIBED BY MN DEPT OF TRANSP 1956 (OCO)
 AC8787'THE MARK IS LOCATED 2.8 MILES NORTH ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8787'JUNCTION WITH MAIN STREET IN LONSDALE, IN THE SOUTHEAST 1/4 OF SECTION
 AC8787'10, T112N, R22W.  THE MARK IS 81.5 FEET WEST OF AND 4 FEET LOWER THAN
 AC8787'THE CENTERLINE OF HIGHWAY 19(INDEPENDENCE AVENUE) AT MILEPOINT 159.55,
 AC8787'123 FEET NORTH OF COUNTY ROAD 6(50TH STREET WEST), 60 FEET NORTH OF AN
 AC8787'UNDERGROUND CABLE MARKER POST, AND 1.0 FOOT SOUTHEAST OF A STEEL
 AC8787'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AC8787'STAMPED---6602 C 1956---, IS SET IN THE TOP OF A 6 FOOT LONG MAGNETIC
 AC8787'PRECAST CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8790 ***********************************************************************
 AC8790  DESIGNATION -  6602 D
 AC8790  PID         -  AC8790
 AC8790  STATE/COUNTY-  MN/RICE
 AC8790  USGS QUAD   -  VESELI (1974)
 AC8790
 AC8790                         *CURRENT SURVEY CONTROL
 AC8790  ___________________________________________________________________
 AC8790* NAD 83(1986)-  44 30 31.     (N)    093 26 37.     (W)     SCALED    
 AC8790* NAVD 88     -       325.214  (meters)    1066.97   (feet)  ADJUSTED  
 AC8790  ___________________________________________________________________
 AC8790  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AC8790  DYNAMIC HT  -         325.184 (meters)    1066.87  (feet)  COMP
 AC8790  MODELED GRAV-     980,514.5   (mgal)                       NAVD 88
 AC8790
 AC8790  VERT ORDER  -  SECOND    CLASS I
 AC8790
 AC8790.The horizontal coordinates were scaled from a topographic map and have
 AC8790.an estimated accuracy of +/- 6 seconds.
 AC8790
 AC8790.The orthometric height was determined by differential leveling
 AC8790.and adjusted by the National Geodetic Survey in September 1997..
 AC8790
 AC8790.The geoid height was determined by GEOID03.
 AC8790
 AC8790.The dynamic height is computed by dividing the NAVD 88
 AC8790.geopotential number by the normal gravity value computed on the
 AC8790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8790.degrees latitude (g = 980.6199 gals.).
 AC8790
 AC8790.The modeled gravity was interpolated from observed gravity values.
 AC8790
 AC8790;                    North         East    Units  Estimated Accuracy
 AC8790;SPC MN S     -   267,770.      844,240.      MT  (+/- 180 meters Scaled)
 AC8790
 AC8790                          SUPERSEDED SURVEY CONTROL
 AC8790
 AC8790.No superseded survey control is available for this station.
 AC8790
 AC8790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK647284(NAD 83)
 AC8790_MARKER: DD = SURVEY DISK
 AC8790_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC8790_STAMPING: 6602 D 1956
 AC8790_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8790
 AC8790  HISTORY     - Date     Condition        Report By
 AC8790  HISTORY     - 1956     MONUMENTED       MNDT
 AC8790
 AC8790                          STATION DESCRIPTION
 AC8790
 AC8790'DESCRIBED BY MN DEPT OF TRANSP 1956 (OCO)
 AC8790'THE MARK IS LOCATED 2.35 MILES NORTH ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8790'JUNCTION WITH MAIN STREET IN LONSDALE, IN THE NORTHWEST 1/4 OF SECTION
 AC8790'14, T112N, R22W.  THE MARK IS 45 FEET EAST OF AND 13 LOWER THAN THE
 AC8790'CENTERLINE OF HIGHWAY 19 AT MILEPOINT 160.0. THE MARK, A STANDARD MNDT
 AC8790'BENCH MARK DISK STAMPED---6602 D 1956---, IS SET IN THE TOP OF THE
 AC8790'HEADWALL IN THE SOUTHEAST CORNER OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8791 ***********************************************************************
 AC8791  DESIGNATION -  6602 E
 AC8791  PID         -  AC8791
 AC8791  STATE/COUNTY-  MN/RICE
 AC8791  USGS QUAD   -  VESELI (1974)
 AC8791
 AC8791                         *CURRENT SURVEY CONTROL
 AC8791  ___________________________________________________________________
 AC8791* NAD 83(1986)-  44 30 02.     (N)    093 26 37.     (W)     SCALED    
 AC8791* NAVD 88     -       336.614  (meters)    1104.37   (feet)  ADJUSTED  
 AC8791  ___________________________________________________________________
 AC8791  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AC8791  DYNAMIC HT  -         336.582 (meters)    1104.27  (feet)  COMP
 AC8791  MODELED GRAV-     980,512.3   (mgal)                       NAVD 88
 AC8791
 AC8791  VERT ORDER  -  SECOND    CLASS I
 AC8791
 AC8791.The horizontal coordinates were scaled from a topographic map and have
 AC8791.an estimated accuracy of +/- 6 seconds.
 AC8791
 AC8791.The orthometric height was determined by differential leveling
 AC8791.and adjusted by the National Geodetic Survey in September 1997..
 AC8791
 AC8791.The geoid height was determined by GEOID03.
 AC8791
 AC8791.The dynamic height is computed by dividing the NAVD 88
 AC8791.geopotential number by the normal gravity value computed on the
 AC8791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8791.degrees latitude (g = 980.6199 gals.).
 AC8791
 AC8791.The modeled gravity was interpolated from observed gravity values.
 AC8791
 AC8791;                    North         East    Units  Estimated Accuracy
 AC8791;SPC MN S     -   266,880.      844,250.      MT  (+/- 180 meters Scaled)
 AC8791
 AC8791                          SUPERSEDED SURVEY CONTROL
 AC8791
 AC8791.No superseded survey control is available for this station.
 AC8791
 AC8791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK647275(NAD 83)
 AC8791_MARKER: DD = SURVEY DISK
 AC8791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8791_STAMPING: 6602 E 1956
 AC8791_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8791
 AC8791  HISTORY     - Date     Condition        Report By
 AC8791  HISTORY     - 1956     MONUMENTED       MNDT
 AC8791
 AC8791                          STATION DESCRIPTION
 AC8791
 AC8791'DESCRIBED BY MN DEPT OF TRANSP 1956 (OCO)
 AC8791'THE MARK IS LOCATED 1.8 MILES NORTH ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8791'JUNCTION WITH MAIN STREET IN LONSDALE, IN THE NORTHEAST 1/4 OF SECTION
 AC8791'22, T112N, R22W.  THE MARK IS 74 FEET WEST AND 1 FOOT LOWER THAN THE
 AC8791'CENTERLINE OF HIGHWAY 19(INDEPENDENCE AVENUE) AT MILEPOINT 160.6, 71.5
 AC8791'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD(60TH STREET WEST). 36.5 FEET
 AC8791'SOUTH OF A FENCE CORNER, 2.0 FEET EAST OF A FENCE AND 1 FOOT SOUTHEAST
 AC8791'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AC8791'STAMPED---6602 E 1956---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG
 AC8791'PRECAST CONCRETE POST AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8792 ***********************************************************************
 AC8792  DESIGNATION -  6602 F
 AC8792  PID         -  AC8792
 AC8792  STATE/COUNTY-  MN/RICE
 AC8792  USGS QUAD   -  LONSDALE (1979)
 AC8792
 AC8792                         *CURRENT SURVEY CONTROL
 AC8792  ___________________________________________________________________
 AC8792* NAD 83(1986)-  44 29 06.     (N)    093 26 27.     (W)     SCALED    
 AC8792* NAVD 88     -       342.010  (meters)    1122.08   (feet)  ADJUSTED  
 AC8792  ___________________________________________________________________
 AC8792  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AC8792  DYNAMIC HT  -         341.978 (meters)    1121.97  (feet)  COMP
 AC8792  MODELED GRAV-     980,513.8   (mgal)                       NAVD 88
 AC8792
 AC8792  VERT ORDER  -  SECOND    CLASS I
 AC8792
 AC8792.The horizontal coordinates were scaled from a topographic map and have
 AC8792.an estimated accuracy of +/- 6 seconds.
 AC8792
 AC8792.The orthometric height was determined by differential leveling
 AC8792.and adjusted by the National Geodetic Survey in September 1997..
 AC8792
 AC8792.The geoid height was determined by GEOID03.
 AC8792
 AC8792.The dynamic height is computed by dividing the NAVD 88
 AC8792.geopotential number by the normal gravity value computed on the
 AC8792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8792.degrees latitude (g = 980.6199 gals.).
 AC8792
 AC8792.The modeled gravity was interpolated from observed gravity values.
 AC8792
 AC8792;                    North         East    Units  Estimated Accuracy
 AC8792;SPC MN S     -   265,150.      844,480.      MT  (+/- 180 meters Scaled)
 AC8792
 AC8792                          SUPERSEDED SURVEY CONTROL
 AC8792
 AC8792.No superseded survey control is available for this station.
 AC8792
 AC8792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK649258(NAD 83)
 AC8792_MARKER: DD = SURVEY DISK
 AC8792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8792_STAMPING: 6602 F 1973
 AC8792_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8792
 AC8792  HISTORY     - Date     Condition        Report By
 AC8792  HISTORY     - 1973     MONUMENTED       MNDT
 AC8792
 AC8792                          STATION DESCRIPTION
 AC8792
 AC8792'DESCRIBED BY MN DEPT OF TRANSP 1973 (OCO)
 AC8792'THE MARK IS LOCATED 0.55 MILE NORTHWEST ALONG TRUNK HIGHWAY 19 FROM
 AC8792'ITS JUNCTION WITH MAIN STREET IN LONSDALE, IN THE NORTHWEST 1/4 OF
 AC8792'SECTION 26, T112N, R22W.  THE MARK IS 74 FEET WEST OF AND ABOUT LEVEL
 AC8792'WITH THE CENTERLINE OF HIGHWAY 19(BALDWIN STREET), 285 FEET SOUTH OF
 AC8792'THE CENTER OF COUNTY ROAD 2(70TH STREET WEST), 13 FEET SOUTHEAST OF
 AC8792'THE CENTER OF A FIELD ENTRANCE, 1.0 FOOT EAST OF A STEEL RIGHT-OF-WAY
 AC8792'POST, 0.5 FEET NORTH-NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A
 AC8792'STANDARD MNDT BENCH MARK DISK STAMPED---6602 F 1973---, IS SET IN THE
 AC8792'TOP OF A MAGNETIC PRECAST 6 FOOT LONG CONCRETE POST AND IS FLUSH WITH
 AC8792'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8789 ***********************************************************************
 AC8789  DESIGNATION -  6602 G
 AC8789  PID         -  AC8789
 AC8789  STATE/COUNTY-  MN/RICE
 AC8789  USGS QUAD   -  VESELI (1974)
 AC8789
 AC8789                         *CURRENT SURVEY CONTROL
 AC8789  ___________________________________________________________________
 AC8789* NAD 83(1986)-  44 32 32.     (N)    093 26 32.     (W)     SCALED    
 AC8789* NAVD 88     -       317.451  (meters)    1041.50   (feet)  ADJUSTED  
 AC8789  ___________________________________________________________________
 AC8789  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AC8789  DYNAMIC HT  -         317.425 (meters)    1041.42  (feet)  COMP
 AC8789  MODELED GRAV-     980,523.9   (mgal)                       NAVD 88
 AC8789
 AC8789  VERT ORDER  -  SECOND    CLASS I
 AC8789
 AC8789.The horizontal coordinates were scaled from a topographic map and have
 AC8789.an estimated accuracy of +/- 6 seconds.
 AC8789
 AC8789.The orthometric height was determined by differential leveling
 AC8789.and adjusted by the National Geodetic Survey in September 1997..
 AC8789
 AC8789.The geoid height was determined by GEOID03.
 AC8789
 AC8789.The dynamic height is computed by dividing the NAVD 88
 AC8789.geopotential number by the normal gravity value computed on the
 AC8789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8789.degrees latitude (g = 980.6199 gals.).
 AC8789
 AC8789.The modeled gravity was interpolated from observed gravity values.
 AC8789
 AC8789;                    North         East    Units  Estimated Accuracy
 AC8789;SPC MN S     -   271,510.      844,320.      MT  (+/- 180 meters Scaled)
 AC8789
 AC8789                          SUPERSEDED SURVEY CONTROL
 AC8789
 AC8789.No superseded survey control is available for this station.
 AC8789
 AC8789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK648321(NAD 83)
 AC8789_MARKER: DD = SURVEY DISK
 AC8789_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC8789_STAMPING: 6602 G 1983
 AC8789_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8789
 AC8789  HISTORY     - Date     Condition        Report By
 AC8789  HISTORY     - 1983     MONUMENTED       MNDT
 AC8789
 AC8789                          STATION DESCRIPTION
 AC8789
 AC8789'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AC8789'THE MARK IS LOCATED 4.6 MILES NORTH ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8789'JUNCTION WITH MAIN STREET IN LONSDALE, IN THE NORTHWEST 1/4 OF SECTION
 AC8789'2, T112N, R22W.  THE MARK IS 78 FEET EAST OF AND 4 FEET HIGHER THAN
 AC8789'THE CENTERLINE OF HIGHWAY 19(INDEPENDENCE AVENUE) AT MILEPOINT 157.7,
 AC8789'97 FEET NORTH OF THE CENTER OF AN ENTRANCE, 2.3 FEET SOUTH OF A POWER
 AC8789'POLE, AND 0.9 FOOT NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A
 AC8789'STANDARD MNDT ALUMINUM ALLOY VERTICAL CONTROL MARK DISK STAMPED---6602
 AC8789'G 1983---, IS FASTEND TO THE TOP OF A 5/8 INCH DIAMETER BY 17 FOOT
 AC8789'LONG DRIVEN ALUMINUM ALLOY ROD, PROJECTS 0.1 FOOT ABOVE THE GROUND AND
 AC8789'IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8793 ***********************************************************************
 AC8793  DESIGNATION -  6602 H
 AC8793  PID         -  AC8793
 AC8793  STATE/COUNTY-  MN/RICE
 AC8793  USGS QUAD   -  LONSDALE (1979)
 AC8793
 AC8793                         *CURRENT SURVEY CONTROL
 AC8793  ___________________________________________________________________
 AC8793* NAD 83(1986)-  44 28 46.     (N)    093 25 47.     (W)     SCALED    
 AC8793* NAVD 88     -       343.434  (meters)    1126.75   (feet)  ADJUSTED  
 AC8793  ___________________________________________________________________
 AC8793  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AC8793  DYNAMIC HT  -         343.401 (meters)    1126.64  (feet)  COMP
 AC8793  MODELED GRAV-     980,510.7   (mgal)                       NAVD 88
 AC8793
 AC8793  VERT ORDER  -  SECOND    CLASS I
 AC8793
 AC8793.The horizontal coordinates were scaled from a topographic map and have
 AC8793.an estimated accuracy of +/- 6 seconds.
 AC8793
 AC8793.The orthometric height was determined by differential leveling
 AC8793.and adjusted by the National Geodetic Survey in September 1997..
 AC8793
 AC8793.The geoid height was determined by GEOID03.
 AC8793
 AC8793.The dynamic height is computed by dividing the NAVD 88
 AC8793.geopotential number by the normal gravity value computed on the
 AC8793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8793.degrees latitude (g = 980.6199 gals.).
 AC8793
 AC8793.The modeled gravity was interpolated from observed gravity values.
 AC8793
 AC8793;                    North         East    Units  Estimated Accuracy
 AC8793;SPC MN S     -   264,540.      845,370.      MT  (+/- 180 meters Scaled)
 AC8793
 AC8793                          SUPERSEDED SURVEY CONTROL
 AC8793
 AC8793.No superseded survey control is available for this station.
 AC8793
 AC8793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK658252(NAD 83)
 AC8793_MARKER: DD = SURVEY DISK
 AC8793_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC8793+WITH SETTING: PAVEMENT
 AC8793_STAMPING: 6602 H 1983
 AC8793_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8793
 AC8793  HISTORY     - Date     Condition        Report By
 AC8793  HISTORY     - 1983     MONUMENTED       MNDT
 AC8793
 AC8793                          STATION DESCRIPTION
 AC8793
 AC8793'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AC8793'THE MARK IS LOCATED AT THE CITY WATER TANK NEAR THE INTERSECTION OF
 AC8793'SOUTHWEST SECOND AVENUE AND SOUTHWEST ALABAMA STREET IN LONSDALE, NEAR
 AC8793'THE CENTER OF SECTION 26, T112N, R22W.  THE MARK IS 60 FEET SOUTH OF
 AC8793'AND 15 FEET HIGHER THAN THE CENTER OF SOUTHWEST ALABAMA STREET AND 83
 AC8793'FEET EAST OF THE CENTERLINE OF SOUTHWEST SECOND AVENUE.  THE MARK, A
 AC8793'STANDARD ALUMINUM ALLOY VERTICAL CONTROL MARK DISK STAMPED---6602 H
 AC8793'1983---, IS SET IN THE SOUTHEAST CORNER OF THE NORTHWEST CONCRETE BASE
 AC8793'OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8796 ***********************************************************************
 AC8796  DESIGNATION -  6602 H 1
 AC8796  PID         -  AC8796
 AC8796  STATE/COUNTY-  MN/RICE
 AC8796  USGS QUAD   -  LONSDALE (1979)
 AC8796
 AC8796                         *CURRENT SURVEY CONTROL
 AC8796  ___________________________________________________________________
 AC8796* NAD 83(1986)-  44 28 43.     (N)    093 24 58.     (W)     SCALED    
 AC8796* NAVD 88     -       327.560  (meters)    1074.67   (feet)  ADJUSTED  
 AC8796  ___________________________________________________________________
 AC8796  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AC8796  DYNAMIC HT  -         327.528 (meters)    1074.56  (feet)  COMP
 AC8796  MODELED GRAV-     980,508.3   (mgal)                       NAVD 88
 AC8796
 AC8796  VERT ORDER  -  SECOND    CLASS I
 AC8796
 AC8796.The horizontal coordinates were scaled from a topographic map and have
 AC8796.an estimated accuracy of +/- 6 seconds.
 AC8796
 AC8796.The orthometric height was determined by differential leveling
 AC8796.and adjusted by the National Geodetic Survey in September 1997..
 AC8796
 AC8796.The geoid height was determined by GEOID03.
 AC8796
 AC8796.The dynamic height is computed by dividing the NAVD 88
 AC8796.geopotential number by the normal gravity value computed on the
 AC8796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8796.degrees latitude (g = 980.6199 gals.).
 AC8796
 AC8796.The modeled gravity was interpolated from observed gravity values.
 AC8796
 AC8796;                    North         East    Units  Estimated Accuracy
 AC8796;SPC MN S     -   264,460.      846,450.      MT  (+/- 180 meters Scaled)
 AC8796
 AC8796                          SUPERSEDED SURVEY CONTROL
 AC8796
 AC8796.No superseded survey control is available for this station.
 AC8796
 AC8796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK669251(NAD 83)
 AC8796_MARKER: DD = SURVEY DISK
 AC8796_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC8796+WITH SETTING: PAVEMENT
 AC8796_STAMPING: 6602 H 1 1983
 AC8796_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8796
 AC8796  HISTORY     - Date     Condition        Report By
 AC8796  HISTORY     - 1983     MONUMENTED       MNDT
 AC8796
 AC8796                          STATION DESCRIPTION
 AC8796
 AC8796'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AC8796'THE MARK IS LOCATED 0.6 MILE EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8796'JUNCTION WITH MAIN STREET IN LONSDALE, IN THE SOUTHWEST 1/4 OF SECTION
 AC8796'25, T112N, R22W.  THE MARK IS 103.0 FEET SOUTH OF AND ABOUT LEVEL WITH
 AC8796'THE CENTERLINE OF HIGHWAY 19 AT MILEPOINT 163.0, 56.0 FEET WEST OF AN
 AC8796'ENTRANCE, 129.9 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A METAL
 AC8796'BUILDING, 143.2 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE
 AC8796'MASSEY FERGUSON BUILDING(METAL), AND 23.6 FEET SOUTH OF A POWER POLE.
 AC8796'THE MARK, A STANDARD MNDT ALUMINUM ALLOY VERTICAL CONTROL MARK DISK
 AC8796'STAMPED---6602 H 1 1983---, IS SET IN THE TOP OF THE NORTHEAST CORNER
 AC8796'OF THE CONCRETE BASE OF A MASSEY FERGUSON SIGN BASE AND PROJECTS 0.3
 AC8796'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8795 ***********************************************************************
 AC8795  DESIGNATION -  6602 J
 AC8795  PID         -  AC8795
 AC8795  STATE/COUNTY-  MN/RICE
 AC8795  USGS QUAD   -  LONSDALE (1979)
 AC8795
 AC8795                         *CURRENT SURVEY CONTROL
 AC8795  ___________________________________________________________________
 AC8795* NAD 83(1986)-  44 28 46.     (N)    093 24 09.     (W)     SCALED    
 AC8795* NAVD 88     -       353.494  (meters)    1159.75   (feet)  ADJUSTED  
 AC8795  ___________________________________________________________________
 AC8795  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AC8795  DYNAMIC HT  -         353.458 (meters)    1159.64  (feet)  COMP
 AC8795  MODELED GRAV-     980,506.0   (mgal)                       NAVD 88
 AC8795
 AC8795  VERT ORDER  -  SECOND    CLASS I
 AC8795
 AC8795.The horizontal coordinates were scaled from a topographic map and have
 AC8795.an estimated accuracy of +/- 6 seconds.
 AC8795
 AC8795.The orthometric height was determined by differential leveling
 AC8795.and adjusted by the National Geodetic Survey in September 1997..
 AC8795
 AC8795.The geoid height was determined by GEOID03.
 AC8795
 AC8795.The dynamic height is computed by dividing the NAVD 88
 AC8795.geopotential number by the normal gravity value computed on the
 AC8795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8795.degrees latitude (g = 980.6199 gals.).
 AC8795
 AC8795.The modeled gravity was interpolated from observed gravity values.
 AC8795
 AC8795;                    North         East    Units  Estimated Accuracy
 AC8795;SPC MN S     -   264,560.      847,530.      MT  (+/- 180 meters Scaled)
 AC8795
 AC8795                          SUPERSEDED SURVEY CONTROL
 AC8795
 AC8795.No superseded survey control is available for this station.
 AC8795
 AC8795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK679252(NAD 83)
 AC8795_MARKER: DD = SURVEY DISK
 AC8795_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC8795_STAMPING: 6602 J 1983
 AC8795_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8795
 AC8795  HISTORY     - Date     Condition        Report By
 AC8795  HISTORY     - 1983     MONUMENTED       MNDT
 AC8795
 AC8795                          STATION DESCRIPTION
 AC8795
 AC8795'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AC8795'THE MARK IS LOCATED 1.25 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8795'JUNCTION WITH MAIN STREET IN LONSDALE, IN THE NORTHWEST 1/4 OF SECTION
 AC8795'25, T112N, R22W.  THE MARK IS 161.0 FEET NORTH OF AND ABOUT LEVEL WITH
 AC8795'THE CENTERLINE OF THE HIGHWAY AT MILEPOINT 163.65,    FEET WEST OF A
 AC8795'NORTH-SOUTH FENCE LINE, 79.3 FEET NORTH OF A POWER POLE, AT THE SOUTH
 AC8795'END OF A ROW OF TREES, AND 0.8 FOOT SOUTH OF A STEEL WITNESS POST. THE
 AC8795'MARK, A STANDARD MNDT ALUMINUM ALLOY VERTICAL CONTROL DISK
 AC8795'STAMPED---6602 J 1983---, IS FASTENED TO THE TOP OF A DRIVEN 5/8 INCH
 AC8795'DIAMETER BY 20 FOOT LONG ALUMINUM ALLOY ROD, FLUSH WITH THE GROUND,
 AC8795'AND IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8800 ***********************************************************************
 AC8800  DESIGNATION -  6602 K
 AC8800  PID         -  AC8800
 AC8800  STATE/COUNTY-  MN/RICE
 AC8800  USGS QUAD   -  LONSDALE (1979)
 AC8800
 AC8800                         *CURRENT SURVEY CONTROL
 AC8800  ___________________________________________________________________
 AC8800* NAD 83(1986)-  44 28 42.     (N)    093 23 34.     (W)     SCALED    
 AC8800* NAVD 88     -       325.330  (meters)    1067.35   (feet)  ADJUSTED  
 AC8800  ___________________________________________________________________
 AC8800  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AC8800  DYNAMIC HT  -         325.296 (meters)    1067.24  (feet)  COMP
 AC8800  MODELED GRAV-     980,503.9   (mgal)                       NAVD 88
 AC8800
 AC8800  VERT ORDER  -  SECOND    CLASS I
 AC8800
 AC8800.The horizontal coordinates were scaled from a topographic map and have
 AC8800.an estimated accuracy of +/- 6 seconds.
 AC8800
 AC8800.The orthometric height was determined by differential leveling
 AC8800.and adjusted by the National Geodetic Survey in September 1997..
 AC8800
 AC8800.The geoid height was determined by GEOID03.
 AC8800
 AC8800.The dynamic height is computed by dividing the NAVD 88
 AC8800.geopotential number by the normal gravity value computed on the
 AC8800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8800.degrees latitude (g = 980.6199 gals.).
 AC8800
 AC8800.The modeled gravity was interpolated from observed gravity values.
 AC8800
 AC8800;                    North         East    Units  Estimated Accuracy
 AC8800;SPC MN S     -   264,440.      848,310.      MT  (+/- 180 meters Scaled)
 AC8800
 AC8800                          SUPERSEDED SURVEY CONTROL
 AC8800
 AC8800.No superseded survey control is available for this station.
 AC8800
 AC8800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK687250(NAD 83)
 AC8800_MARKER: DD = SURVEY DISK
 AC8800_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC8800_STAMPING: 6602 K 1983
 AC8800_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8800
 AC8800  HISTORY     - Date     Condition        Report By
 AC8800  HISTORY     - 1983     MONUMENTED       MNDT
 AC8800
 AC8800                          STATION DESCRIPTION
 AC8800
 AC8800'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AC8800'THE MARK IS LOCATED 1.75 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8800'JUNCTION WITH MAIN STREET IN LONSDALE TO ITS JUNCTION WITH A GRAVEL
 AC8800'ROAD, NEAR THE CENTER OF SECTION 30, T112N, R22.  THE MARK IS 253 FEET
 AC8800'SOUTH OF THE CENTERLINE OF HIGHWAY 19(LONSDALE BOULEVARD) AT MILEPOINT
 AC8800'164.15, 25.0 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER OF A GRAVEL
 AC8800'ROAD (FARWELL AVENUE), 2.0 FEET EAST OF A NORTH-SOUTH FENCELINE, AND
 AC8800'0.8 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AC8800'ALUMINUM ALLOY VERTICAL CONTROL MARK DISK STAMPED---6602 K 1983---, IS
 AC8800'FASTENED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 20 FOOT LONG
 AC8800'ALUMINUM ALLOY ROD, PROJECTS 0.1 FOOT ABOVE THE GROUND  AND IS
 AC8800'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8797 ***********************************************************************
 AC8797  DESIGNATION -  6602 M
 AC8797  PID         -  AC8797
 AC8797  STATE/COUNTY-  MN/RICE
 AC8797  USGS QUAD   -  LITTLE CHICAGO (1960)
 AC8797
 AC8797                         *CURRENT SURVEY CONTROL
 AC8797  ___________________________________________________________________
 AC8797* NAD 83(1986)-  44 28 43.     (N)    093 22 23.     (W)     SCALED    
 AC8797* NAVD 88     -       322.319  (meters)    1057.47   (feet)  ADJUSTED  
 AC8797  ___________________________________________________________________
 AC8797  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AC8797  DYNAMIC HT  -         322.284 (meters)    1057.36  (feet)  COMP
 AC8797  MODELED GRAV-     980,499.8   (mgal)                       NAVD 88
 AC8797
 AC8797  VERT ORDER  -  SECOND    CLASS I
 AC8797
 AC8797.The horizontal coordinates were scaled from a topographic map and have
 AC8797.an estimated accuracy of +/- 6 seconds.
 AC8797
 AC8797.The orthometric height was determined by differential leveling
 AC8797.and adjusted by the National Geodetic Survey in September 1997..
 AC8797
 AC8797.The geoid height was determined by GEOID03.
 AC8797
 AC8797.The dynamic height is computed by dividing the NAVD 88
 AC8797.geopotential number by the normal gravity value computed on the
 AC8797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8797.degrees latitude (g = 980.6199 gals.).
 AC8797
 AC8797.The modeled gravity was interpolated from observed gravity values.
 AC8797
 AC8797;                    North         East    Units  Estimated Accuracy
 AC8797;SPC MN S     -   264,480.      849,870.      MT  (+/- 180 meters Scaled)
 AC8797
 AC8797                          SUPERSEDED SURVEY CONTROL
 AC8797
 AC8797.No superseded survey control is available for this station.
 AC8797
 AC8797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK703251(NAD 83)
 AC8797_MARKER: DD = SURVEY DISK
 AC8797_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC8797_STAMPING: 6602 M 1983
 AC8797_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8797
 AC8797  HISTORY     - Date     Condition        Report By
 AC8797  HISTORY     - 1983     MONUMENTED       MNDT
 AC8797
 AC8797                          STATION DESCRIPTION
 AC8797
 AC8797'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AC8797'THE MARK IS LOCATED 2.7 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8797'JUNCTION WITH MAIN STREET IN LONSDALE TO ITS JUNCTION WITH COUNTY ROAD
 AC8797'34, NEAR THE CENTER OF SECTION 29, T112N, R21W.  THE MARK IS 169.5
 AC8797'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 19(LONSDALE BOULEVARD) AT
 AC8797'MILEPOINT 165.1, 51.0 FEET EAST OF THE CENTER OF COUNTY ROAD 34(ELMORE
 AC8797'AVENUE), 2.3 FEET NORTH-NORTHWEST OF A POWER POLE, AND 1.2 FEET SOUTH-
 AC8797'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 AC8797'ALLOY VERTICAL CONTROL MARK DISK  STAMPED---6602 M 1983---, IS
 AC8797'FASTENED TO THE TOP OF A 5/8 INCH DIAMETER BY 25 FOOT LONG ALUMINUM
 AC8797'ALLOY ROD, PROJECTS 0.1 FOOT ABOVE THE GROUND, AND IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8798 ***********************************************************************
 AC8798  DESIGNATION -  6602 N
 AC8798  PID         -  AC8798
 AC8798  STATE/COUNTY-  MN/RICE
 AC8798  USGS QUAD   -  LITTLE CHICAGO (1960)
 AC8798
 AC8798                         *CURRENT SURVEY CONTROL
 AC8798  ___________________________________________________________________
 AC8798* NAD 83(1986)-  44 28 46.     (N)    093 21 07.     (W)     SCALED    
 AC8798* NAVD 88     -       322.386  (meters)    1057.69   (feet)  ADJUSTED  
 AC8798  ___________________________________________________________________
 AC8798  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AC8798  DYNAMIC HT  -         322.349 (meters)    1057.57  (feet)  COMP
 AC8798  MODELED GRAV-     980,494.8   (mgal)                       NAVD 88
 AC8798
 AC8798  VERT ORDER  -  SECOND    CLASS I
 AC8798
 AC8798.The horizontal coordinates were scaled from a topographic map and have
 AC8798.an estimated accuracy of +/- 6 seconds.
 AC8798
 AC8798.The orthometric height was determined by differential leveling
 AC8798.and adjusted by the National Geodetic Survey in September 1997..
 AC8798
 AC8798.The geoid height was determined by GEOID03.
 AC8798
 AC8798.The dynamic height is computed by dividing the NAVD 88
 AC8798.geopotential number by the normal gravity value computed on the
 AC8798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8798.degrees latitude (g = 980.6199 gals.).
 AC8798
 AC8798.The modeled gravity was interpolated from observed gravity values.
 AC8798
 AC8798;                    North         East    Units  Estimated Accuracy
 AC8798;SPC MN S     -   264,590.      851,550.      MT  (+/- 180 meters Scaled)
 AC8798
 AC8798                          SUPERSEDED SURVEY CONTROL
 AC8798
 AC8798.No superseded survey control is available for this station.
 AC8798
 AC8798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK720251(NAD 83)
 AC8798_MARKER: DD = SURVEY DISK
 AC8798_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC8798_STAMPING: 6602 N 1983
 AC8798_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8798
 AC8798  HISTORY     - Date     Condition        Report By
 AC8798  HISTORY     - 1983     MONUMENTED       MNDT
 AC8798
 AC8798                          STATION DESCRIPTION
 AC8798
 AC8798'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AC8798'THE MARK IS LOCATED 3.2 MILES WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8798'JUNCTION WITH INTERSTATE HIGHWAY 35 EAST OF LONSDALE TO ITS JUNCTION
 AC8798'WITH COUNTY ROAD 5, NEAR THE CENTER OF SECTION 28, T112N, R21W.  THE
 AC8798'MARK IS 425 FEET NORTH OF AND 1 FOOT LOWER THAN THE CENTERLINE OF
 AC8798'HIGHWAY 19(LONSDALE BOULEVARD) AT MILEPOINT 166.2, 51.0 FEET EAST OF
 AC8798'THE CENTERLINE OF COUNTY ROAD 5(DENT AVENUE), 2.4 FEET SOUTH OF A
 AC8798'POWER POLE, AND 0.8 FEET WEST OF A STEEL WITNESS POST.  THE MARK, A
 AC8798'STANDARD MNDT ALUMINUM ALLOY VERTICAL CONTROL MARK DISK STAMPED---6602
 AC8798'N 1983---, IS FASTENED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 20
 AC8798'FOOT LONG ALUMINUM ALLOY ROD, PROJECTS 0.1 FOOT ABOVE THE GROUND, AND
 AC8798'IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8799 ***********************************************************************
 AC8799  DESIGNATION -  6602 P
 AC8799  PID         -  AC8799
 AC8799  STATE/COUNTY-  MN/RICE
 AC8799  USGS QUAD   -  LITTLE CHICAGO (1960)
 AC8799
 AC8799                         *CURRENT SURVEY CONTROL
 AC8799  ___________________________________________________________________
 AC8799* NAD 83(1986)-  44 28 41.     (N)    093 20 33.     (W)     SCALED    
 AC8799* NAVD 88     -       315.729  (meters)    1035.85   (feet)  ADJUSTED  
 AC8799  ___________________________________________________________________
 AC8799  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AC8799  DYNAMIC HT  -         315.692 (meters)    1035.73  (feet)  COMP
 AC8799  MODELED GRAV-     980,492.1   (mgal)                       NAVD 88
 AC8799
 AC8799  VERT ORDER  -  SECOND    CLASS I
 AC8799
 AC8799.The horizontal coordinates were scaled from a topographic map and have
 AC8799.an estimated accuracy of +/- 6 seconds.
 AC8799
 AC8799.The orthometric height was determined by differential leveling
 AC8799.and adjusted by the National Geodetic Survey in September 1997..
 AC8799
 AC8799.The geoid height was determined by GEOID03.
 AC8799
 AC8799.The dynamic height is computed by dividing the NAVD 88
 AC8799.geopotential number by the normal gravity value computed on the
 AC8799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8799.degrees latitude (g = 980.6199 gals.).
 AC8799
 AC8799.The modeled gravity was interpolated from observed gravity values.
 AC8799
 AC8799;                    North         East    Units  Estimated Accuracy
 AC8799;SPC MN S     -   264,440.      852,310.      MT  (+/- 180 meters Scaled)
 AC8799
 AC8799                          SUPERSEDED SURVEY CONTROL
 AC8799
 AC8799.No superseded survey control is available for this station.
 AC8799
 AC8799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK727250(NAD 83)
 AC8799_MARKER: DD = SURVEY DISK
 AC8799_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC8799_STAMPING: 6602 P 1983
 AC8799_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8799
 AC8799  HISTORY     - Date     Condition        Report By
 AC8799  HISTORY     - 1983     MONUMENTED       MNDT
 AC8799
 AC8799                          STATION DESCRIPTION
 AC8799
 AC8799'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AC8799'THE MARK IS LOCATED 2.7 MILES WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8799'JUNCTION WITH INTERSTATE HIGHWAY 35, EAST OF LONSDALE, TO A GRAVEL
 AC8799'ROAD SOUTH, IN THE SOUTHEAST 1/4 OF SECTION 28, T112N, R21W.  THE MARK
 AC8799'IS 225 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 19(LONSDALE BOULEVARD)
 AC8799'AT MILEPOINT 166.7, 15 FEET WEST OF THE CENTER OF A GRAVEL ROAD(DALTON
 AC8799'AVENUE), AND 1.3 FEET EAST OF A STEEL WITNESS POST.  THE MARK, A
 AC8799'STANDARD MNDT ALUMINUM ALLOY VERTICAL CONTROL DISK STAMPED---6602 P
 AC8799'1983---, IS FASTEND TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 20
 AC8799'FOOT LONG ALUMINUM ALLOY ROD, PROJECTS 0.2 FOOT, AND IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8802 ***********************************************************************
 AC8802  DESIGNATION -  6602 Q
 AC8802  PID         -  AC8802
 AC8802  STATE/COUNTY-  MN/RICE
 AC8802  USGS QUAD   -  LITTLE CHICAGO (1960)
 AC8802
 AC8802                         *CURRENT SURVEY CONTROL
 AC8802  ___________________________________________________________________
 AC8802* NAD 83(1986)-  44 28 42.     (N)    093 19 55.     (W)     SCALED    
 AC8802* NAVD 88     -       313.619  (meters)    1028.93   (feet)  ADJUSTED  
 AC8802  ___________________________________________________________________
 AC8802  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AC8802  DYNAMIC HT  -         313.582 (meters)    1028.81  (feet)  COMP
 AC8802  MODELED GRAV-     980,489.7   (mgal)                       NAVD 88
 AC8802
 AC8802  VERT ORDER  -  SECOND    CLASS I
 AC8802
 AC8802.The horizontal coordinates were scaled from a topographic map and have
 AC8802.an estimated accuracy of +/- 6 seconds.
 AC8802
 AC8802.The orthometric height was determined by differential leveling
 AC8802.and adjusted by the National Geodetic Survey in September 1997..
 AC8802
 AC8802.The geoid height was determined by GEOID03.
 AC8802
 AC8802.The dynamic height is computed by dividing the NAVD 88
 AC8802.geopotential number by the normal gravity value computed on the
 AC8802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8802.degrees latitude (g = 980.6199 gals.).
 AC8802
 AC8802.The modeled gravity was interpolated from observed gravity values.
 AC8802
 AC8802;                    North         East    Units  Estimated Accuracy
 AC8802;SPC MN S     -   264,480.      853,150.      MT  (+/- 180 meters Scaled)
 AC8802
 AC8802                          SUPERSEDED SURVEY CONTROL
 AC8802
 AC8802.No superseded survey control is available for this station.
 AC8802
 AC8802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK736250(NAD 83)
 AC8802_MARKER: DD = SURVEY DISK
 AC8802_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC8802_STAMPING: 6602 Q 1983
 AC8802_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8802
 AC8802  HISTORY     - Date     Condition        Report By
 AC8802  HISTORY     - 1983     MONUMENTED       MNDT
 AC8802
 AC8802                          STATION DESCRIPTION
 AC8802
 AC8802'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AC8802'THE MARK IS LOCATED 2.2 MILES WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8802'JUNCTION WITH INTERSTATE HIGHWAY 35 EAST OF LONSDALE, TO A ROAD
 AC8802'JUNCTION, NEAR THE CENTER OF SECTION 27, T112N, R21W.  THE MARK IS
 AC8802'134.0 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 19(LONSDALE BOULEVARD)
 AC8802'AT MILEPOINT 167.2, 32.0 FEET EAST OF AND 2 FEET LOWER THAN THE CENTER
 AC8802'OF A ROAD(CHESTER AVENUE), 73.9 FEET EAST-SOUTHEAST OF A TELEPHONE
 AC8802'POLE, 2.6 FEET NORTH OF A POWER POLE, AND 1.0 FOOT WEST OF A STEEL
 AC8802'WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM ALLOY VERTICAL
 AC8802'CONTROL MARK DISK STAMPED---6602 Q 1983---, IS FASTENED TO THE TOP OF
 AC8802'A DRIVEN 5/8 INCH DIAMETER BY 25 FOOT LONG ALUMINUM ALLOY ROD,
 AC8802'PROJECTS 0.1 FOOT ABOVE THE GROUND, AND IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2152 ***********************************************************************
 PP2152  DESIGNATION -  6602 R
 PP2152  PID         -  PP2152
 PP2152  STATE/COUNTY-  MN/RICE
 PP2152  USGS QUAD   -  LITTLE CHICAGO (1960)
 PP2152
 PP2152                         *CURRENT SURVEY CONTROL
 PP2152  ___________________________________________________________________
 PP2152* NAD 83(1996)-  44 28 48.22397(N)    093 19 19.81139(W)     ADJUSTED  
 PP2152* NAVD 88     -       325.644  (meters)    1068.38   (feet)  ADJUSTED  
 PP2152  ___________________________________________________________________
 PP2152  LAPLACE CORR-          -6.96  (seconds)                    DEFLEC99
 PP2152  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 PP2152  DYNAMIC HT  -         325.606 (meters)    1068.26  (feet)  COMP
 PP2152  MODELED GRAV-     980,489.8   (mgal)                       NAVD 88
 PP2152
 PP2152  HORZ ORDER  -  SECOND
 PP2152  VERT ORDER  -  SECOND    CLASS I
 PP2152
 PP2152.The horizontal coordinates were established by classical geodetic methods
 PP2152.and adjusted by the National Geodetic Survey in March 1999..
 PP2152.No horizontal observational check was made to the station.
 PP2152
 PP2152.The orthometric height was determined by differential leveling
 PP2152.and adjusted by the National Geodetic Survey in September 1997..
 PP2152
 PP2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2152
 PP2152.The geoid height was determined by GEOID03.
 PP2152
 PP2152.The dynamic height is computed by dividing the NAVD 88
 PP2152.geopotential number by the normal gravity value computed on the
 PP2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2152.degrees latitude (g = 980.6199 gals.).
 PP2152
 PP2152.The modeled gravity was interpolated from observed gravity values.
 PP2152
 PP2152;                    North         East     Units Scale Factor Converg.
 PP2152;SPC MN S     -   264,675.177   853,921.086   MT  0.99992211   +0 28 30.4
 PP2152;UTM  15      - 4,925,245.012   474,379.494   MT  0.99960807   -0 13 32.6
 PP2152
 PP2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2152!SPC MN S     -   0.99995331  x   0.99992211  =   0.99987542
 PP2152!UTM  15      -   0.99995331  x   0.99960807  =   0.99956140
 PP2152
 PP2152                          SUPERSEDED SURVEY CONTROL
 PP2152
 PP2152  NAD 83(1986)-  44 28 48.21733(N)    093 19 19.80997(W) AD(       ) 2
 PP2152  NGVD 29 (01/20/88)  325.60   (m)         1068.2    (f) LEVELING    3  
 PP2152
 PP2152.Superseded values are not recommended for survey control.
 PP2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2152.See file dsdata.txt to determine how the superseded data were derived.
 PP2152
 PP2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7437925245(NAD 83)
 PP2152_MARKER: DD = SURVEY DISK
 PP2152_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP2152_STAMPING: 6602 R 1983
 PP2152_MARK LOGO: MNDT  
 PP2152_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP2152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2152
 PP2152  HISTORY     - Date     Condition        Report By
 PP2152  HISTORY     - 1983     MONUMENTED       MNDT
 PP2152  HISTORY     - 1984     GOOD             MNDT
 PP2152
 PP2152                          STATION DESCRIPTION
 PP2152
 PP2152'DESCRIBED BY MN DEPT OF TRANSP 1983 (DKH)
 PP2152'THE STATION IS LOCATED ABOUT 5-1/2 MILES EAST OF THE TOWN OF LONSDALE,
 PP2152'IN THE NW 1/4 OF SECTION 27, T112N, R21W, ON THE WEST SIDE OF A ROAD,
 PP2152'300 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT
 PP2152'167.7.
 PP2152'
 PP2152'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND MAIN
 PP2152'STREET IN LONSDALE, GO EAST ON TRUNK HIGHWAY 19 FOR 5.2 MILES TO A
 PP2152'ROAD AND THE STATION ON THE LEFT.
 PP2152'
 PP2152'THE STATION MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 PP2152'DISK STAMPED---6602 R 1983---, IS SET ON THE TOP OF A 5/8 INCH
 PP2152'DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE
 PP2152'SURFACE OF THE GROUND.  THE MARK IS 300 FEET NORTH OF THE CENTERLINE
 PP2152'OF TRUNK HIGHWAY 19, 23.5 FEET WEST OF THE CENTER OF A ROAD, 46 FEET
 PP2152'NORTH OF THE CENTER OF AN ENTRANCE, 37.3 FEET EAST-NORTHEAST OF A 10
 PP2152'INCH DIAMETER APPLE TREE, 99.3 FEET NORTH-NORTHEAST OF THE NORTHEAST
 PP2152'CORNER OF A METAL GARAGE, AND 0.8 FOOT EAST OF A STEEL WITNESS POST.
 PP2152'
 PP2152'THIS STATION IS AN AZIMUTH MARK FOR STATION CHICAGO MNDT.
 PP2152
 PP2152                          STATION RECOVERY (1984)
 PP2152
 PP2152'RECOVERY NOTE BY MN DEPT OF TRANSP 1984 (OCO)
 PP2152'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2153 ***********************************************************************
 PP2153  DESIGNATION -  6602 S
 PP2153  PID         -  PP2153
 PP2153  STATE/COUNTY-  MN/RICE
 PP2153  USGS QUAD   -  LITTLE CHICAGO (1960)
 PP2153
 PP2153                         *CURRENT SURVEY CONTROL
 PP2153  ___________________________________________________________________
 PP2153* NAD 83(1996)-  44 28 37.08707(N)    093 18 43.26206(W)     ADJUSTED  
 PP2153* NAVD 88     -       326.854  (meters)    1072.35   (feet)  ADJUSTED  
 PP2153  ___________________________________________________________________
 PP2153  LAPLACE CORR-          -6.92  (seconds)                    DEFLEC99
 PP2153  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 PP2153  DYNAMIC HT  -         326.815 (meters)    1072.23  (feet)  COMP
 PP2153  MODELED GRAV-     980,489.4   (mgal)                       NAVD 88
 PP2153
 PP2153  HORZ ORDER  -  SECOND
 PP2153  VERT ORDER  -  SECOND    CLASS I
 PP2153
 PP2153.The horizontal coordinates were established by classical geodetic methods
 PP2153.and adjusted by the National Geodetic Survey in March 1999..
 PP2153.No horizontal observational check was made to the station.
 PP2153
 PP2153.The orthometric height was determined by differential leveling
 PP2153.and adjusted by the National Geodetic Survey in September 1997..
 PP2153
 PP2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP2153
 PP2153.The geoid height was determined by GEOID03.
 PP2153
 PP2153.The dynamic height is computed by dividing the NAVD 88
 PP2153.geopotential number by the normal gravity value computed on the
 PP2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2153.degrees latitude (g = 980.6199 gals.).
 PP2153
 PP2153.The modeled gravity was interpolated from observed gravity values.
 PP2153
 PP2153;                    North         East     Units Scale Factor Converg.
 PP2153;SPC MN S     -   264,338.199   854,731.594   MT  0.99992213   +0 28 56.0
 PP2153;UTM  15      - 4,924,898.255   475,185.566   MT  0.99960757   -0 13 07.0
 PP2153
 PP2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2153!SPC MN S     -   0.99995312  x   0.99992213  =   0.99987526
 PP2153!UTM  15      -   0.99995312  x   0.99960757  =   0.99956071
 PP2153
 PP2153                          SUPERSEDED SURVEY CONTROL
 PP2153
 PP2153  NAD 83(1986)-  44 28 37.08049(N)    093 18 43.26060(W) AD(       ) 2
 PP2153  NGVD 29 (01/20/88)  326.82   (m)         1072.2    (f) LEVELING    3  
 PP2153
 PP2153.Superseded values are not recommended for survey control.
 PP2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2153.See file dsdata.txt to determine how the superseded data were derived.
 PP2153
 PP2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7518624898(NAD 83)
 PP2153_MARKER: DD = SURVEY DISK
 PP2153_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP2153_STAMPING: 6602 S 1983
 PP2153_MARK LOGO: MNDT  
 PP2153_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP2153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2153
 PP2153  HISTORY     - Date     Condition        Report By
 PP2153  HISTORY     - 1983     MONUMENTED       MNDT
 PP2153  HISTORY     - 1984     GOOD             MNDT
 PP2153
 PP2153                          STATION DESCRIPTION
 PP2153
 PP2153'DESCRIBED BY MN DEPT OF TRANSP 1983 (DKH)
 PP2153'THE STATION IS LOCATED 6 MILES EAST OF THE TOWN OF LONSDALE, IN THE
 PP2153'SW 1/4 OF SECTION 26, T112N, R21W, ON THE WEST SIDE OF A GRAVEL ROAD,
 PP2153'250 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT
 PP2153'168.2.
 PP2153'
 PP2153'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 PP2153'HIGHWAY 35 EAST OF LONSDALE, GO WEST ON TRUNK HIGHWAY 19 FOR 1.2 MILES
 PP2153'TO A GRAVEL CROSSROAD AND THE STATION ON THE LEFT 250 FEET SOUTH.
 PP2153'
 PP2153'THE STATION MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 PP2153'DISK STAMPED---6602 S 1983---, IS SET ON THE TOP OF A 5/8 INCH
 PP2153'DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS 0.1 FOOT
 PP2153'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 250 FEET SOUTH OF THE
 PP2153'CENTERLINE OF TRUNK HIGHWAY 19, 27 FEET WEST OF THE CENTER OF THE
 PP2153'GRAVEL ROAD, 2 FEET NORTH OF A POWER POLE, AND 0.9 FOOT EAST OF A
 PP2153'STEEL WITNESS POST.
 PP2153'
 PP2153'THIS STATION IS AN AZIMUTH MARK FOR STATION CHICAGO MNDT.
 PP2153
 PP2153                          STATION RECOVERY (1984)
 PP2153
 PP2153'RECOVERY NOTE BY MN DEPT OF TRANSP 1984 (OCO)
 PP2153'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8801 ***********************************************************************
 AC8801  DESIGNATION -  6602 T
 AC8801  PID         -  AC8801
 AC8801  STATE/COUNTY-  MN/RICE
 AC8801  USGS QUAD   -  LITTLE CHICAGO (1960)
 AC8801
 AC8801                         *CURRENT SURVEY CONTROL
 AC8801  ___________________________________________________________________
 AC8801* NAD 83(1986)-  44 28 16.     (N)    093 18 23.     (W)     SCALED    
 AC8801* NAVD 88     -       321.142  (meters)    1053.61   (feet)  ADJUSTED  
 AC8801  ___________________________________________________________________
 AC8801  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AC8801  DYNAMIC HT  -         321.104 (meters)    1053.49  (feet)  COMP
 AC8801  MODELED GRAV-     980,488.7   (mgal)                       NAVD 88
 AC8801
 AC8801  VERT ORDER  -  SECOND    CLASS I
 AC8801
 AC8801.The horizontal coordinates were scaled from a topographic map and have
 AC8801.an estimated accuracy of +/- 6 seconds.
 AC8801
 AC8801.The orthometric height was determined by differential leveling
 AC8801.and adjusted by the National Geodetic Survey in September 1997..
 AC8801
 AC8801.The geoid height was determined by GEOID03.
 AC8801
 AC8801.The dynamic height is computed by dividing the NAVD 88
 AC8801.geopotential number by the normal gravity value computed on the
 AC8801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8801.degrees latitude (g = 980.6199 gals.).
 AC8801
 AC8801.The modeled gravity was interpolated from observed gravity values.
 AC8801
 AC8801;                    North         East    Units  Estimated Accuracy
 AC8801;SPC MN S     -   263,690.      855,190.      MT  (+/- 180 meters Scaled)
 AC8801
 AC8801                          SUPERSEDED SURVEY CONTROL
 AC8801
 AC8801.No superseded survey control is available for this station.
 AC8801
 AC8801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK756242(NAD 83)
 AC8801_MARKER: DD = SURVEY DISK
 AC8801_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC8801_STAMPING: 6602 T 1983
 AC8801_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8801
 AC8801  HISTORY     - Date     Condition        Report By
 AC8801  HISTORY     - 1983     MONUMENTED       MNDT
 AC8801
 AC8801                          STATION DESCRIPTION
 AC8801
 AC8801'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AC8801'THE MARK IS LOCATED 0.7 MILE WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8801'JUNCTION WITH INTERSTATE HIGHWAY 35 EAST OF LONSDALE, IN THE NORTHEAST
 AC8801'1/4 OF SECTION 35, T112N, R21W.  THE MARK IS 185.5 FEET SOUTHWEST OF
 AC8801'THE CENTERLINE OF HIGHWAY 19(LONSDALE BOULEVARD) AT MILEPOINT 168.7,
 AC8801'19.5 FEET EAST OF AND 2 FEET LOWER THAN THE CENTER OF A GRAVEL
 AC8801'ENTRANCE, 130.6 FEET SOUTH-SOUTHWEST OF A POWER POLE, AT THE NORTH END
 AC8801'OF A ROW OF TREES, AND 0.8 FOOT NORTH OF A STEEL WITNESS POST.  THE
 AC8801'MARK, A STANDARD MNDT ALUMINUM ALLOY VERTICAL CONTROL MARK DISK
 AC8801'STAMPED---6602 T 1983---, IS FASTENED TO THE TOP OF A DRIVEN 5/8 INCH
 AC8801'DIAMETER BY 20 FOOT LONG ALUMINUM ALLOY ROD, PROJECTS 0.1 FOOT ABOVE
 AC8801'THE GROUND, AND IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1604 ***********************************************************************
 PP1604  DESIGNATION -  6606 E
 PP1604  PID         -  PP1604
 PP1604  STATE/COUNTY-  MN/RICE
 PP1604  USGS QUAD   -  FARIBAULT (1991)
 PP1604
 PP1604                         *CURRENT SURVEY CONTROL
 PP1604  ___________________________________________________________________
 PP1604* NAD 83(1986)-  44 17 40.     (N)    093 17 29.     (W)     SCALED    
 PP1604* NAVD 88     -       299.221  (meters)     981.69   (feet)  ADJUSTED  
 PP1604  ___________________________________________________________________
 PP1604  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 PP1604  DYNAMIC HT  -         299.186 (meters)     981.58  (feet)  COMP
 PP1604  MODELED GRAV-     980,491.5   (mgal)                       NAVD 88
 PP1604
 PP1604  VERT ORDER  -  SECOND    CLASS 0
 PP1604
 PP1604.The horizontal coordinates were scaled from a topographic map and have
 PP1604.an estimated accuracy of +/- 6 seconds.
 PP1604
 PP1604.The orthometric height was determined by differential leveling
 PP1604.and adjusted by the National Geodetic Survey in June 1991..
 PP1604
 PP1604.The geoid height was determined by GEOID03.
 PP1604
 PP1604.The dynamic height is computed by dividing the NAVD 88
 PP1604.geopotential number by the normal gravity value computed on the
 PP1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1604.degrees latitude (g = 980.6199 gals.).
 PP1604
 PP1604.The modeled gravity was interpolated from observed gravity values.
 PP1604
 PP1604;                    North         East    Units  Estimated Accuracy
 PP1604;SPC MN S     -   244,070.      856,550.      MT  (+/- 180 meters Scaled)
 PP1604
 PP1604                          SUPERSEDED SURVEY CONTROL
 PP1604
 PP1604  NGVD 29 (??/??/92)  299.226  (m)          981.71   (f) ADJ UNCH    2 0
 PP1604
 PP1604.Superseded values are not recommended for survey control.
 PP1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1604.See file dsdata.txt to determine how the superseded data were derived.
 PP1604
 PP1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK767046(NAD 83)
 PP1604_MARKER: DD = SURVEY DISK
 PP1604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1604_SP_SET: BRIDGE
 PP1604_STAMPING: 6606-E 1955
 PP1604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1604
 PP1604  HISTORY     - Date     Condition        Report By
 PP1604  HISTORY     - 1955     MONUMENTED       MNDT
 PP1604  HISTORY     - 1970     GOOD             MNDT
 PP1604  HISTORY     - 19960821 GOOD             USPSQD
 PP1604
 PP1604                          STATION DESCRIPTION
 PP1604
 PP1604'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1604'IN FARIBAULT.
 PP1604'MARK IS LOCATED IN THE CITY OF FARIBAULT, 0.1 MILES WEST OF TH 65, IN
 PP1604'THE SOUTHEAST CORNER OF BRIDGE NO. 6639, TH 60 OVER CROCKERS CREEK. NW
 PP1604'1/4 SECTION 36, T 110N, R 21W.
 PP1604
 PP1604                          STATION RECOVERY (1996)
 PP1604
 PP1604'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP1604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1605 ***********************************************************************
 PP1605  DESIGNATION -  6606 E 1
 PP1605  PID         -  PP1605
 PP1605  STATE/COUNTY-  MN/RICE
 PP1605  USGS QUAD   -  FARIBAULT (1991)
 PP1605
 PP1605                         *CURRENT SURVEY CONTROL
 PP1605  ___________________________________________________________________
 PP1605* NAD 83(1986)-  44 17 25.     (N)    093 17 29.     (W)     SCALED    
 PP1605* NAVD 88     -       301.212  (meters)     988.23   (feet)  ADJUSTED  
 PP1605  ___________________________________________________________________
 PP1605  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 PP1605  DYNAMIC HT  -         301.177 (meters)     988.11  (feet)  COMP
 PP1605  MODELED GRAV-     980,491.7   (mgal)                       NAVD 88
 PP1605
 PP1605  VERT ORDER  -  SECOND    CLASS 0
 PP1605
 PP1605.The horizontal coordinates were scaled from a topographic map and have
 PP1605.an estimated accuracy of +/- 6 seconds.
 PP1605
 PP1605.The orthometric height was determined by differential leveling
 PP1605.and adjusted by the National Geodetic Survey in June 1991..
 PP1605
 PP1605.The geoid height was determined by GEOID03.
 PP1605
 PP1605.The dynamic height is computed by dividing the NAVD 88
 PP1605.geopotential number by the normal gravity value computed on the
 PP1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1605.degrees latitude (g = 980.6199 gals.).
 PP1605
 PP1605.The modeled gravity was interpolated from observed gravity values.
 PP1605
 PP1605;                    North         East    Units  Estimated Accuracy
 PP1605;SPC MN S     -   243,610.      856,550.      MT  (+/- 180 meters Scaled)
 PP1605
 PP1605                          SUPERSEDED SURVEY CONTROL
 PP1605
 PP1605  NGVD 29 (??/??/92)  301.219  (m)          988.25   (f) ADJ UNCH    2 0
 PP1605
 PP1605.Superseded values are not recommended for survey control.
 PP1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1605.See file dsdata.txt to determine how the superseded data were derived.
 PP1605
 PP1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK767041(NAD 83)
 PP1605_MARKER: DD = SURVEY DISK
 PP1605_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1605_SP_SET: BRIDGE
 PP1605_STAMPING: 6606-E1 1970
 PP1605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1605
 PP1605  HISTORY     - Date     Condition        Report By
 PP1605  HISTORY     - 1970     MONUMENTED       MNDT
 PP1605  HISTORY     - 1986     GOOD             USPSQD
 PP1605  HISTORY     - 19960821 GOOD             USPSQD
 PP1605
 PP1605                          STATION DESCRIPTION
 PP1605
 PP1605'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1605'IN FARIBAULT.
 PP1605'MARK IS LOCATED AT FARIBAULT, 0.4 MILES SOUTH OF TH 60, IN THE
 PP1605'SOUTHEAST CORNER OF BRIDGE NO. 66503 (CITY OF FARIBAULT), DIVISION
 PP1605'STREET OVER CROCKERS CREEK.  SE 1/4 SECTION 36, T 110N, R 21W.
 PP1605
 PP1605                          STATION RECOVERY (1986)
 PP1605
 PP1605'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1605'RECOVERED IN GOOD CONDITION.
 PP1605
 PP1605                          STATION RECOVERY (1996)
 PP1605
 PP1605'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP1605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1675 ***********************************************************************
 PP1675  DESIGNATION -  6607 A
 PP1675  PID         -  PP1675
 PP1675  STATE/COUNTY-  MN/RICE
 PP1675  USGS QUAD   -  FARIBAULT (1991)
 PP1675
 PP1675                         *CURRENT SURVEY CONTROL
 PP1675  ___________________________________________________________________
 PP1675* NAD 83(1986)-  44 17 28.     (N)    093 15 39.     (W)     SCALED    
 PP1675* NAVD 88     -       321.175  (meters)    1053.72   (feet)  ADJUSTED  
 PP1675  ___________________________________________________________________
 PP1675  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 PP1675  DYNAMIC HT  -         321.137 (meters)    1053.60  (feet)  COMP
 PP1675  MODELED GRAV-     980,491.8   (mgal)                       NAVD 88
 PP1675
 PP1675  VERT ORDER  -  SECOND    CLASS 0
 PP1675
 PP1675.The horizontal coordinates were scaled from a topographic map and have
 PP1675.an estimated accuracy of +/- 6 seconds.
 PP1675
 PP1675.The orthometric height was determined by differential leveling
 PP1675.and adjusted by the National Geodetic Survey in June 1991..
 PP1675
 PP1675.The geoid height was determined by GEOID03.
 PP1675
 PP1675.The dynamic height is computed by dividing the NAVD 88
 PP1675.geopotential number by the normal gravity value computed on the
 PP1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1675.degrees latitude (g = 980.6199 gals.).
 PP1675
 PP1675.The modeled gravity was interpolated from observed gravity values.
 PP1675
 PP1675;                    North         East    Units  Estimated Accuracy
 PP1675;SPC MN S     -   243,720.      858,990.      MT  (+/- 180 meters Scaled)
 PP1675
 PP1675                          SUPERSEDED SURVEY CONTROL
 PP1675
 PP1675  NGVD 29 (??/??/92)  321.183  (m)         1053.75   (f) ADJ UNCH    2 0
 PP1675
 PP1675.Superseded values are not recommended for survey control.
 PP1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1675.See file dsdata.txt to determine how the superseded data were derived.
 PP1675
 PP1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK791042(NAD 83)
 PP1675_MARKER: DD = SURVEY DISK
 PP1675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1675_SP_SET: BASE
 PP1675_STAMPING: 6607A 1972
 PP1675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1675
 PP1675  HISTORY     - Date     Condition        Report By
 PP1675  HISTORY     - 1972     MONUMENTED       MNDT
 PP1675
 PP1675                          STATION DESCRIPTION
 PP1675
 PP1675'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1675'IN FARIBAULT.
 PP1675'MARK IS LOCATED AT FARIBAULT, ABOUT 400 FEET EAST OF THE T.H. 60
 PP1675'BRIDGE OVER THE STRAIGHT RIVER, ABOUT 135 FEET WEST OF 1ST STREET,
 PP1675'FEET NORTH OF THE CENTERLINE OF T.H. 60, 44 FEET SOUTHWEST OF THE
 PP1675'SOUTHWEST CORNER OF A BUILDING (COUNTRY BOY MARKET), IN THE SOUTHWEST
 PP1675'CORNER OF THE CONCRETE BASE OF A TELEPHONE BOOTH.  NW 1/4 SECTION 32,
 PP1675'T 110N, R 20W.  NOTE-- THE CONCRETE BASE OF THE PHONE BOOTH IS ONLY 4
 PP1675'INCHES THICK, WITH NO SUB FROST PROTECTION.  THIS MARK SHOULD ONLY BE
 PP1675'USED WITH OTHER BMS IN THE AREA AND ONLY WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1674 ***********************************************************************
 PP1674  DESIGNATION -  6607 B
 PP1674  PID         -  PP1674
 PP1674  STATE/COUNTY-  MN/RICE
 PP1674  USGS QUAD   -  CANNON CITY (1991)
 PP1674
 PP1674                         *CURRENT SURVEY CONTROL
 PP1674  ___________________________________________________________________
 PP1674* NAD 83(1986)-  44 17 25.     (N)    093 14 33.     (W)     SCALED    
 PP1674* NAVD 88     -       346.358  (meters)    1136.34   (feet)  ADJUSTED  
 PP1674  ___________________________________________________________________
 PP1674  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 PP1674  DYNAMIC HT  -         346.318 (meters)    1136.21  (feet)  COMP
 PP1674  MODELED GRAV-     980,490.6   (mgal)                       NAVD 88
 PP1674
 PP1674  VERT ORDER  -  SECOND    CLASS 0
 PP1674
 PP1674.The horizontal coordinates were scaled from a topographic map and have
 PP1674.an estimated accuracy of +/- 6 seconds.
 PP1674
 PP1674.The orthometric height was determined by differential leveling
 PP1674.and adjusted by the National Geodetic Survey in June 1991..
 PP1674
 PP1674.The geoid height was determined by GEOID03.
 PP1674
 PP1674.The dynamic height is computed by dividing the NAVD 88
 PP1674.geopotential number by the normal gravity value computed on the
 PP1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1674.degrees latitude (g = 980.6199 gals.).
 PP1674
 PP1674.The modeled gravity was interpolated from observed gravity values.
 PP1674
 PP1674;                    North         East    Units  Estimated Accuracy
 PP1674;SPC MN S     -   243,650.      860,450.      MT  (+/- 180 meters Scaled)
 PP1674
 PP1674                          SUPERSEDED SURVEY CONTROL
 PP1674
 PP1674  NGVD 29 (??/??/92)  346.365  (m)         1136.37   (f) ADJ UNCH    2 0
 PP1674
 PP1674.Superseded values are not recommended for survey control.
 PP1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1674.See file dsdata.txt to determine how the superseded data were derived.
 PP1674
 PP1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK806041(NAD 83)
 PP1674_MARKER: DD = SURVEY DISK
 PP1674_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP1674+WITH SETTING: INTO GROUND
 PP1674_STAMPING: 6607 B 1972
 PP1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1674+STABILITY: SURFACE MOTION
 PP1674
 PP1674  HISTORY     - Date     Condition        Report By
 PP1674  HISTORY     - 1972     MONUMENTED       MNDT
 PP1674
 PP1674                          STATION DESCRIPTION
 PP1674
 PP1674'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1674'0.8 MI E FROM FARIBAULT.
 PP1674'MARK IS LOCATED 0.8 MILES WEST ALONG T.H. 60 FROM THE T.H. 60 BRIDGE
 PP1674'OVER THE STRAIGHT RIVER, 217 FEET SOUTH OF THE CENTERLINE OF T.H. 60
 PP1674'AT MILE POINT 150.6, 30 FEET WEST OF THE CENTERLINE OF A TOWNSHIP
 PP1674'ROAD, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE, 1 FOOT NORTH OF A STEEL
 PP1674'WITNESS POST, FASTENED TO THE TOP OF A 10 FOOT STEEL POST DRIVEN FLUSH
 PP1674'WITH THE GROUND.  NE 1/4 SECTION 32, T 110N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1673 ***********************************************************************
 PP1673  DESIGNATION -  6607 C
 PP1673  PID         -  PP1673
 PP1673  STATE/COUNTY-  MN/RICE
 PP1673  USGS QUAD   -  CANNON CITY (1991)
 PP1673
 PP1673                         *CURRENT SURVEY CONTROL
 PP1673  ___________________________________________________________________
 PP1673* NAD 83(1986)-  44 17 12.     (N)    093 13 06.     (W)     SCALED    
 PP1673* NAVD 88     -       357.002  (meters)    1171.26   (feet)  ADJUSTED  
 PP1673  ___________________________________________________________________
 PP1673  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 PP1673  DYNAMIC HT  -         356.959 (meters)    1171.12  (feet)  COMP
 PP1673  MODELED GRAV-     980,486.4   (mgal)                       NAVD 88
 PP1673
 PP1673  VERT ORDER  -  SECOND    CLASS 0
 PP1673
 PP1673.The horizontal coordinates were scaled from a topographic map and have
 PP1673.an estimated accuracy of +/- 6 seconds.
 PP1673
 PP1673.The orthometric height was determined by differential leveling
 PP1673.and adjusted by the National Geodetic Survey in June 1991..
 PP1673
 PP1673.The geoid height was determined by GEOID03.
 PP1673
 PP1673.The dynamic height is computed by dividing the NAVD 88
 PP1673.geopotential number by the normal gravity value computed on the
 PP1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1673.degrees latitude (g = 980.6199 gals.).
 PP1673
 PP1673.The modeled gravity was interpolated from observed gravity values.
 PP1673
 PP1673;                    North         East    Units  Estimated Accuracy
 PP1673;SPC MN S     -   243,260.      862,390.      MT  (+/- 180 meters Scaled)
 PP1673
 PP1673                          SUPERSEDED SURVEY CONTROL
 PP1673
 PP1673  NGVD 29 (??/??/92)  357.005  (m)         1171.27   (f) ADJ UNCH    2 0
 PP1673
 PP1673.Superseded values are not recommended for survey control.
 PP1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1673.See file dsdata.txt to determine how the superseded data were derived.
 PP1673
 PP1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK825037(NAD 83)
 PP1673_MARKER: DD = SURVEY DISK
 PP1673_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP1673+WITH SETTING: INTO GROUND
 PP1673_SP_SET: UNSPECIFIED
 PP1673_STAMPING: 6607 C 1972
 PP1673_MARK LOGO: MNDT  
 PP1673_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1673+STABILITY: SURFACE MOTION
 PP1673
 PP1673  HISTORY     - Date     Condition        Report By
 PP1673  HISTORY     - 1972     MONUMENTED       MNDT
 PP1673  HISTORY     - 19840425 GOOD             MNDT
 PP1673
 PP1673                          STATION DESCRIPTION
 PP1673
 PP1673'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1673'2.3 MI E FROM FARIBAULT.
 PP1673'MARK IS LOCATED 2.3 MILES EAST ALONG T.H. 60 FROM THE T.H. 60 BRIDGE
 PP1673'OVER THE STRAIGHT RIVER, 150 FEET SOUTH OF THE CENTERLINE OF T.H. 60
 PP1673'AT MILE POINT 151.8, 21 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 PP1673'ROAD, 47 FEET NORTH OF A POWER POLE, 0.5 FEET NORTH OF A STEEL WITNESS
 PP1673'POST, FASTENED TO THE TOP OF A 10 FOOT STEEL POST DRIVEN FLUSH WITH
 PP1673'THE GROUND.  SW 1/4 SECTION 34, T 110N, R 20W.
 PP1673
 PP1673                          STATION RECOVERY (1984)
 PP1673
 PP1673'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 PP1673'IN THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 110 NORTH, ROUTE 20
 PP1673'WEST, 2.3 MILES EAST ALONG TRUNK HIGHWAY 60 FROM THE TRUNK HIGHWAY 60
 PP1673'BRIDGE OVER THE STRAIGHT RIVER IN FARIBAULT, 150 FEET SOUTH OF THE
 PP1673'CENTERLINE OF TRUNK HIGHWAY 60 AT MILEPOINT 151.8, 21 FEET WEST OF
 PP1673'THE CENTER OF A NORTH-SOUTH ROAD, 47 FEET NORTH OF A POWER POLE, AND
 PP1673'0.5 FOOT NORTH OF A STEEL WITNESS POST, SET ON TOP OF A 10-FOOT LONG
 PP1673'STEEL FENCE POST DRIVEN FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1672 ***********************************************************************
 PP1672  DESIGNATION -  6607 D
 PP1672  PID         -  PP1672
 PP1672  STATE/COUNTY-  MN/RICE
 PP1672  USGS QUAD   -  CANNON CITY (1991)
 PP1672
 PP1672                         *CURRENT SURVEY CONTROL
 PP1672  ___________________________________________________________________
 PP1672* NAD 83(1986)-  44 17 10.     (N)    093 12 07.     (W)     SCALED    
 PP1672* NAVD 88     -       364.919  (meters)    1197.24   (feet)  ADJUSTED  
 PP1672  ___________________________________________________________________
 PP1672  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 PP1672  DYNAMIC HT  -         364.874 (meters)    1197.09  (feet)  COMP
 PP1672  MODELED GRAV-     980,483.8   (mgal)                       NAVD 88
 PP1672
 PP1672  VERT ORDER  -  SECOND    CLASS 0
 PP1672
 PP1672.The horizontal coordinates were scaled from a topographic map and have
 PP1672.an estimated accuracy of +/- 6 seconds.
 PP1672
 PP1672.The orthometric height was determined by differential leveling
 PP1672.and adjusted by the National Geodetic Survey in June 1991..
 PP1672
 PP1672.The geoid height was determined by GEOID03.
 PP1672
 PP1672.The dynamic height is computed by dividing the NAVD 88
 PP1672.geopotential number by the normal gravity value computed on the
 PP1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1672.degrees latitude (g = 980.6199 gals.).
 PP1672
 PP1672.The modeled gravity was interpolated from observed gravity values.
 PP1672
 PP1672;                    North         East    Units  Estimated Accuracy
 PP1672;SPC MN S     -   243,210.      863,700.      MT  (+/- 180 meters Scaled)
 PP1672
 PP1672                          SUPERSEDED SURVEY CONTROL
 PP1672
 PP1672  NGVD 29 (??/??/92)  364.920  (m)         1197.24   (f) ADJ UNCH    2 0
 PP1672
 PP1672.Superseded values are not recommended for survey control.
 PP1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1672.See file dsdata.txt to determine how the superseded data were derived.
 PP1672
 PP1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK838036(NAD 83)
 PP1672_MARKER: DD = SURVEY DISK
 PP1672_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP1672+WITH SETTING: INTO GROUND
 PP1672_SP_SET: UNSPECIFIED
 PP1672_STAMPING: 6607 D 1972
 PP1672_MARK LOGO: MNDT  
 PP1672_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1672+STABILITY: SURFACE MOTION
 PP1672
 PP1672  HISTORY     - Date     Condition        Report By
 PP1672  HISTORY     - 1972     MONUMENTED       MNDT
 PP1672  HISTORY     - 19840425 GOOD             MNDT
 PP1672
 PP1672                          STATION DESCRIPTION
 PP1672
 PP1672'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1672'3.2 MI E FROM FARIBAULT.
 PP1672'MARK IS LOCATED 3.2 MILES EAST ALONG T.H. 60 FROM T.H. 60 BRIDGE OVER
 PP1672'THE STRAIGHT RIVER, 94 FEET SOUTH OF THE CENTERLINE OF T.H. 60 AT MILE
 PP1672'POINT 152.7, 21 FEET WEST OF THE CENTERLINE OF A PRIVATE DRIVE SOUTH,
 PP1672'55 FEET SOUTH OF A POWER POLE, 0.8 FEET NORTH OF A STEEL WITNESS POST,
 PP1672'FASTENED TO THE TOP OF A 10 FOOT STEEL POST DRIVEN FLUSH WITH THE
 PP1672'GROUND.  SE 1/4 SECTION 34, T 110N, R 20W.
 PP1672
 PP1672                          STATION RECOVERY (1984)
 PP1672
 PP1672'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 PP1672'IN THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 11 NORTH, ROUTE 20
 PP1672'WEST, 3.2 MILES EAST ALONG TRUNK HIGHWAY 60 FROM THE TRUNK HIGHWAY 60
 PP1672'BRIDGE OVER THE STRAIGHT RIVER IN FARIBAULT, 94 FEET SOUTH OF THE
 PP1672'CENTERLINE OF TRUNK HIGHWAY 60 AT MILEPOINT 152.7, 21 FEET WEST OF
 PP1672'THE CENTER OF A PRIVATE DRIVE SOUTH, 55 FEET SOUTH OF A POWER POLE,
 PP1672'AND 0.8 FOOT NORTH OF A STEET WITNESS POST, SET ON TOP OF A 10 FOOT
 PP1672'LONG STEEL FENCE POST DRIVEN FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1671 ***********************************************************************
 PP1671  DESIGNATION -  6607 E
 PP1671  PID         -  PP1671
 PP1671  STATE/COUNTY-  MN/RICE
 PP1671  USGS QUAD   -  CANNON CITY (1991)
 PP1671
 PP1671                         *CURRENT SURVEY CONTROL
 PP1671  ___________________________________________________________________
 PP1671* NAD 83(1986)-  44 17 01.     (N)    093 10 49.     (W)     SCALED    
 PP1671* NAVD 88     -       362.798  (meters)    1190.28   (feet)  ADJUSTED  
 PP1671  ___________________________________________________________________
 PP1671  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 PP1671  DYNAMIC HT  -         362.752 (meters)    1190.13  (feet)  COMP
 PP1671  MODELED GRAV-     980,480.6   (mgal)                       NAVD 88
 PP1671
 PP1671  VERT ORDER  -  SECOND    CLASS 0
 PP1671
 PP1671.The horizontal coordinates were scaled from a topographic map and have
 PP1671.an estimated accuracy of +/- 6 seconds.
 PP1671
 PP1671.The orthometric height was determined by differential leveling
 PP1671.and adjusted by the National Geodetic Survey in June 1991..
 PP1671
 PP1671.The geoid height was determined by GEOID03.
 PP1671
 PP1671.The dynamic height is computed by dividing the NAVD 88
 PP1671.geopotential number by the normal gravity value computed on the
 PP1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1671.degrees latitude (g = 980.6199 gals.).
 PP1671
 PP1671.The modeled gravity was interpolated from observed gravity values.
 PP1671
 PP1671;                    North         East    Units  Estimated Accuracy
 PP1671;SPC MN S     -   242,950.      865,430.      MT  (+/- 180 meters Scaled)
 PP1671
 PP1671                          SUPERSEDED SURVEY CONTROL
 PP1671
 PP1671  NGVD 29 (??/??/92)  362.796  (m)         1190.27   (f) ADJ UNCH    2 0
 PP1671
 PP1671.Superseded values are not recommended for survey control.
 PP1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1671.See file dsdata.txt to determine how the superseded data were derived.
 PP1671
 PP1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK856033(NAD 83)
 PP1671_MARKER: DD = SURVEY DISK
 PP1671_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP1671+WITH SETTING: INTO GROUND
 PP1671_STAMPING: 6607 E 1972
 PP1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1671+STABILITY: SURFACE MOTION
 PP1671
 PP1671  HISTORY     - Date     Condition        Report By
 PP1671  HISTORY     - 1972     MONUMENTED       MNDT
 PP1671
 PP1671                          STATION DESCRIPTION
 PP1671
 PP1671'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1671'4.2 MI E FROM FARIBAULT.
 PP1671'MARK IS LOCATED 4.2 MILES EAST ALONG T.H. 60 FROM THE T.H. 60 BRIDGE
 PP1671'OVER THE STRAIGHT RIVER, 0.5 MILES EAST OF COUNTY ROAD 89, 46 FEET
 PP1671'NORTH OF THE CENTERLINE OF T.H. 60 AT MILE POINT 153.7, 17 FEET EAST
 PP1671'OF THE CENTERLINE OF A DRIVEWAY NORTH, 94 FEET WEST OF A T-POLE, 0.8
 PP1671'FEET SOUTH OF A STEEL WITNESS POST, FASTENED TO THE TOP OF A STEEL
 PP1671'POST DRIVEN FLUSH WITH THE GROUND.  SW 1/4 SECTION 36, T 110N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1670 ***********************************************************************
 PP1670  DESIGNATION -  6607 F
 PP1670  PID         -  PP1670
 PP1670  STATE/COUNTY-  MN/RICE
 PP1670  USGS QUAD   -  CANNON CITY (1991)
 PP1670
 PP1670                         *CURRENT SURVEY CONTROL
 PP1670  ___________________________________________________________________
 PP1670* NAD 83(1986)-  44 17 02.     (N)    093 09 42.     (W)     SCALED    
 PP1670* NAVD 88     -       363.906  (meters)    1193.91   (feet)  ADJUSTED  
 PP1670  ___________________________________________________________________
 PP1670  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 PP1670  DYNAMIC HT  -         363.859 (meters)    1193.76  (feet)  COMP
 PP1670  MODELED GRAV-     980,478.0   (mgal)                       NAVD 88
 PP1670
 PP1670  VERT ORDER  -  SECOND    CLASS 0
 PP1670
 PP1670.The horizontal coordinates were scaled from a topographic map and have
 PP1670.an estimated accuracy of +/- 6 seconds.
 PP1670
 PP1670.The orthometric height was determined by differential leveling
 PP1670.and adjusted by the National Geodetic Survey in June 1991..
 PP1670
 PP1670.The geoid height was determined by GEOID03.
 PP1670
 PP1670.The dynamic height is computed by dividing the NAVD 88
 PP1670.geopotential number by the normal gravity value computed on the
 PP1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1670.degrees latitude (g = 980.6199 gals.).
 PP1670
 PP1670.The modeled gravity was interpolated from observed gravity values.
 PP1670
 PP1670;                    North         East    Units  Estimated Accuracy
 PP1670;SPC MN S     -   243,000.      866,910.      MT  (+/- 180 meters Scaled)
 PP1670
 PP1670                          SUPERSEDED SURVEY CONTROL
 PP1670
 PP1670  NGVD 29 (??/??/92)  363.902  (m)         1193.90   (f) ADJ UNCH    2 0
 PP1670
 PP1670.Superseded values are not recommended for survey control.
 PP1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1670.See file dsdata.txt to determine how the superseded data were derived.
 PP1670
 PP1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK871034(NAD 83)
 PP1670_MARKER: DD = SURVEY DISK
 PP1670_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP1670+WITH SETTING: INTO GROUND
 PP1670_STAMPING: 6607 F 1972
 PP1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1670+STABILITY: SURFACE MOTION
 PP1670
 PP1670  HISTORY     - Date     Condition        Report By
 PP1670  HISTORY     - 1972     MONUMENTED       MNDT
 PP1670
 PP1670                          STATION DESCRIPTION
 PP1670
 PP1670'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1670'5.2 MI E FROM FARIBAULT.
 PP1670'MARK IS LOCATED 5.2 MILES EAST ALONG T.H. 60 FROM THE T.H. 60 BRIDGE
 PP1670'OVER THE STRAIGHT RIVER, AT COUNTY ROAD 23, ABOUT 275 FEET NORTH OF A
 PP1670'ONE STORY BLOCK BUILDING (WEBSTER CO-OP), 200 FEET NORTH OF THE
 PP1670'CENTERLINE OF T.H. 60 AT MILE POINT 154.65, 49 FEET WEST OF THE
 PP1670'CENTERLINE OF COUNTY ROAD 23, 16 FEET SOUTH OF A POWER POLE, 0.6 FEET
 PP1670'SOUTH OF A STEEL WITNESS POST, FASTENED TO THE TOP OF A 10 FOOT STEEL
 PP1670'POST DRIVEN FLUSH WITH THE GROUND.  SE 1/4 SECTION 36, T 110N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1669 ***********************************************************************
 PP1669  DESIGNATION -  6607 G
 PP1669  PID         -  PP1669
 PP1669  STATE/COUNTY-  MN/RICE
 PP1669  USGS QUAD   -  CANNON CITY (1991)
 PP1669
 PP1669                         *CURRENT SURVEY CONTROL
 PP1669  ___________________________________________________________________
 PP1669* NAD 83(1996)-  44 17 01.92898(N)    093 08 29.97063(W)     ADJUSTED  
 PP1669* NAVD 88     -       372.273  (meters)    1221.37   (feet)  ADJUSTED  
 PP1669  ___________________________________________________________________
 PP1669  LAPLACE CORR-          -6.70  (seconds)                    DEFLEC99
 PP1669  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 PP1669  DYNAMIC HT  -         372.224 (meters)    1221.20  (feet)  COMP
 PP1669  MODELED GRAV-     980,475.2   (mgal)                       NAVD 88
 PP1669
 PP1669  HORZ ORDER  -  SECOND
 PP1669  VERT ORDER  -  SECOND    CLASS 0
 PP1669
 PP1669.The horizontal coordinates were established by classical geodetic methods
 PP1669.and adjusted by the National Geodetic Survey in March 1999..
 PP1669.No horizontal observational check was made to the station.
 PP1669
 PP1669.The orthometric height was determined by differential leveling
 PP1669.and adjusted by the National Geodetic Survey in June 1991..
 PP1669
 PP1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1669
 PP1669.The geoid height was determined by GEOID03.
 PP1669
 PP1669.The dynamic height is computed by dividing the NAVD 88
 PP1669.geopotential number by the normal gravity value computed on the
 PP1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1669.degrees latitude (g = 980.6199 gals.).
 PP1669
 PP1669.The modeled gravity was interpolated from observed gravity values.
 PP1669
 PP1669;                    North         East     Units Scale Factor Converg.
 PP1669;SPC MN S     -   243,012.034   868,509.108   MT  0.99992922   +0 36 05.9
 PP1669;UTM  15      - 4,903,412.106   488,696.945   MT  0.99960157   -0 05 56.1
 PP1669
 PP1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1669!SPC MN S     -   0.99994608  x   0.99992922  =   0.99987530
 PP1669!UTM  15      -   0.99994608  x   0.99960157  =   0.99954767
 PP1669
 PP1669                          SUPERSEDED SURVEY CONTROL
 PP1669
 PP1669  NAD 83(1986)-  44 17 01.91807(N)    093 08 29.96741(W) AD(       ) 2
 PP1669  NGVD 29 (??/??/92)  372.266  (m)         1221.34   (f) ADJ UNCH    2 0
 PP1669
 PP1669.Superseded values are not recommended for survey control.
 PP1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1669.See file dsdata.txt to determine how the superseded data were derived.
 PP1669
 PP1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8869703412(NAD 83)
 PP1669_MARKER: DD = SURVEY DISK
 PP1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1669_SP_SET: CONCRETE POST
 PP1669_STAMPING: 6607 G 1972
 PP1669_MARK LOGO: MNDT  
 PP1669_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1669+STABILITY: SURFACE MOTION
 PP1669
 PP1669  HISTORY     - Date     Condition        Report By
 PP1669  HISTORY     - 1972     MONUMENTED       MNDT
 PP1669  HISTORY     - 19840426 GOOD             MNDT
 PP1669
 PP1669                          STATION DESCRIPTION
 PP1669
 PP1669'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1669'6.2 MI E FROM FARIBAULT.
 PP1669'MARK IS LOCATED 6.2 MILES EAST ALONG T.H. 60 FROM THE T.H. 60 BRIDGE
 PP1669'OVER THE STRAIGHT RIVER, 88 FEET NORTH OF THE CENTERLINE OF T.H. 60 AT
 PP1669'MILE POINT 155.6, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE ON THE
 PP1669'SECTION LINE, 134 FEET NORTHEAST OF A TELEPHONE POLE, 63 FEET
 PP1669'NORTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A STEEL WITNESS POST IN
 PP1669'THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 PP1669'GROUND.  SE 1/4 SECTION 31, T 110N, R 19W.
 PP1669
 PP1669                          STATION RECOVERY (1984)
 PP1669
 PP1669'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 PP1669'IN THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 11 NORTH, ROUTE 19
 PP1669'WEST, 6.2 MILES EAST ALONG TRUNK HIGHWAY 60 FROM THE TRUNK HIGHWAY 60
 PP1669'BRIDGE OVER STRAIGHT RIVER IN FARIBAULT, 88 FEET NORTH OF THE
 PP1669'CENTERLINE OF TRUNK HIGHWAY 60 AT MILEPOINT 155.6, 1 FOOT WEST OF A
 PP1669'NORTH-SOUTH FENCELINE ON THE SECTION LINE, AND 1.0 FOOT SOUTH OF A
 PP1669'STEEL WITNESS POST, MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1668 ***********************************************************************
 PP1668  DESIGNATION -  6607 H
 PP1668  PID         -  PP1668
 PP1668  STATE/COUNTY-  MN/RICE
 PP1668  USGS QUAD   -  NERSTRAND (1960)
 PP1668
 PP1668                         *CURRENT SURVEY CONTROL
 PP1668  ___________________________________________________________________
 PP1668* NAD 83(1986)-  44 17 02.     (N)    093 07 16.     (W)     SCALED    
 PP1668* NAVD 88     -       370.987  (meters)    1217.15   (feet)  ADJUSTED  
 PP1668  ___________________________________________________________________
 PP1668  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 PP1668  DYNAMIC HT  -         370.937 (meters)    1216.98  (feet)  COMP
 PP1668  MODELED GRAV-     980,472.3   (mgal)                       NAVD 88
 PP1668
 PP1668  VERT ORDER  -  SECOND    CLASS 0
 PP1668
 PP1668.The horizontal coordinates were scaled from a topographic map and have
 PP1668.an estimated accuracy of +/- 6 seconds.
 PP1668
 PP1668.The orthometric height was determined by differential leveling
 PP1668.and adjusted by the National Geodetic Survey in June 1991..
 PP1668
 PP1668.The geoid height was determined by GEOID03.
 PP1668
 PP1668.The dynamic height is computed by dividing the NAVD 88
 PP1668.geopotential number by the normal gravity value computed on the
 PP1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1668.degrees latitude (g = 980.6199 gals.).
 PP1668
 PP1668.The modeled gravity was interpolated from observed gravity values.
 PP1668
 PP1668;                    North         East    Units  Estimated Accuracy
 PP1668;SPC MN S     -   243,030.      870,150.      MT  (+/- 180 meters Scaled)
 PP1668
 PP1668                          SUPERSEDED SURVEY CONTROL
 PP1668
 PP1668  NGVD 29 (??/??/92)  370.978  (m)         1217.12   (f) ADJ UNCH    2 0
 PP1668
 PP1668.Superseded values are not recommended for survey control.
 PP1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1668.See file dsdata.txt to determine how the superseded data were derived.
 PP1668
 PP1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK903034(NAD 83)
 PP1668_MARKER: DD = SURVEY DISK
 PP1668_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP1668+WITH SETTING: INTO GROUND
 PP1668_STAMPING: 6607 H 1972
 PP1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1668+STABILITY: SURFACE MOTION
 PP1668
 PP1668  HISTORY     - Date     Condition        Report By
 PP1668  HISTORY     - 1972     MONUMENTED       MNDT
 PP1668
 PP1668                          STATION DESCRIPTION
 PP1668
 PP1668'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1668'7.2 MI E FROM FARIBAULT.
 PP1668'MARK IS LOCATED 7.2 MILES EAST ALONG T.H. 60 FROM THE T.H. 60 BRIDGE
 PP1668'OVER THE STRAIGHT RIVER, 200 FEET NORTH OF THE CENTERLINE OF T.H. 60
 PP1668'AT MILE POINT 156.6, 40 FEET EAST OF THE CENTERLINE OF A TOWNSHIP
 PP1668'ROAD, 0.4 FEET SOUTHWEST OF A STEEL WITNESS POST, FASTENED TO THE TOP
 PP1668'OF A 10 FOOT STEEL POST DRIVEN FLUSH WITH THE GROUND.  SW 1/4 SECTION
 PP1668'33, T 110N, R 19W.  NOTE-- THIS MARK IS ALSO 6.9 MILES WEST ALONG T.H.
 PP1668'60 FROM THE JUNCTION OF T.H. 60 AND T.H. 56 IN KENYON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1667 ***********************************************************************
 PP1667  DESIGNATION -  6607 H 1
 PP1667  PID         -  PP1667
 PP1667  STATE/COUNTY-  MN/RICE
 PP1667  USGS QUAD   -  NERSTRAND (1960)
 PP1667
 PP1667                         *CURRENT SURVEY CONTROL
 PP1667  ___________________________________________________________________
 PP1667* NAD 83(1986)-  44 17 01.     (N)    093 06 43.     (W)     SCALED    
 PP1667* NAVD 88     -       374.315  (meters)    1228.07   (feet)  ADJUSTED  
 PP1667  ___________________________________________________________________
 PP1667  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 PP1667  DYNAMIC HT  -         374.264 (meters)    1227.90  (feet)  COMP
 PP1667  MODELED GRAV-     980,471.0   (mgal)                       NAVD 88
 PP1667
 PP1667  VERT ORDER  -  SECOND    CLASS 0
 PP1667
 PP1667.The horizontal coordinates were scaled from a topographic map and have
 PP1667.an estimated accuracy of +/- 6 seconds.
 PP1667
 PP1667.The orthometric height was determined by differential leveling
 PP1667.and adjusted by the National Geodetic Survey in June 1991..
 PP1667
 PP1667.The geoid height was determined by GEOID03.
 PP1667
 PP1667.The dynamic height is computed by dividing the NAVD 88
 PP1667.geopotential number by the normal gravity value computed on the
 PP1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1667.degrees latitude (g = 980.6199 gals.).
 PP1667
 PP1667.The modeled gravity was interpolated from observed gravity values.
 PP1667
 PP1667;                    North         East    Units  Estimated Accuracy
 PP1667;SPC MN S     -   243,010.      870,880.      MT  (+/- 180 meters Scaled)
 PP1667
 PP1667                          SUPERSEDED SURVEY CONTROL
 PP1667
 PP1667  NGVD 29 (??/??/92)  374.305  (m)         1228.03   (f) ADJ UNCH    2 0
 PP1667
 PP1667.Superseded values are not recommended for survey control.
 PP1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1667.See file dsdata.txt to determine how the superseded data were derived.
 PP1667
 PP1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK910033(NAD 83)
 PP1667_MARKER: DD = SURVEY DISK
 PP1667_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP1667+WITH SETTING: INTO GROUND
 PP1667_STAMPING: 6607 H1 1972
 PP1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1667+STABILITY: SURFACE MOTION
 PP1667
 PP1667  HISTORY     - Date     Condition        Report By
 PP1667  HISTORY     - 1972     MONUMENTED       MNDT
 PP1667
 PP1667                          STATION DESCRIPTION
 PP1667
 PP1667'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1667'6.4 MI W FROM KENYON.
 PP1667'MARK IS LOCATED 6.4 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP1667'60 AND T.H. 56 IN KENYON, 71 FEET SOUTH OF THE CENTERLINE OF T.H. 60
 PP1667'AT MILE POST 156.9, ON THE EAST EDGE OF THE UNITED METHODIST CHURCH
 PP1667'LOT, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE, 1 FOOT NORTH OF A STEEL
 PP1667'WITNESS POST, FASTENED TO THE TOP OF A 10 FOOT STEEL POST DRIVEN FLUSH
 PP1667'WITH THE GROUND.  NW 1/4 SECTION 4, T 109N, R 19W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1666 ***********************************************************************
 PP1666  DESIGNATION -  6607 J
 PP1666  PID         -  PP1666
 PP1666  STATE/COUNTY-  MN/RICE
 PP1666  USGS QUAD   -  NERSTRAND (1960)
 PP1666
 PP1666                         *CURRENT SURVEY CONTROL
 PP1666  ___________________________________________________________________
 PP1666* NAD 83(1996)-  44 16 56.29365(N)    093 06 03.96189(W)     ADJUSTED  
 PP1666* NAVD 88     -       374.577  (meters)    1228.92   (feet)  ADJUSTED  
 PP1666  ___________________________________________________________________
 PP1666  LAPLACE CORR-          -7.95  (seconds)                    DEFLEC99
 PP1666  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 PP1666  DYNAMIC HT  -         374.526 (meters)    1228.76  (feet)  COMP
 PP1666  MODELED GRAV-     980,469.3   (mgal)                       NAVD 88
 PP1666
 PP1666  HORZ ORDER  -  SECOND
 PP1666  VERT ORDER  -  SECOND    CLASS 0
 PP1666
 PP1666.The horizontal coordinates were established by classical geodetic methods
 PP1666.and adjusted by the National Geodetic Survey in March 1999..
 PP1666.No horizontal observational check was made to the station.
 PP1666
 PP1666.The orthometric height was determined by differential leveling
 PP1666.and adjusted by the National Geodetic Survey in June 1991..
 PP1666
 PP1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1666
 PP1666.The geoid height was determined by GEOID03.
 PP1666
 PP1666.The dynamic height is computed by dividing the NAVD 88
 PP1666.geopotential number by the normal gravity value computed on the
 PP1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1666.degrees latitude (g = 980.6199 gals.).
 PP1666
 PP1666.The modeled gravity was interpolated from observed gravity values.
 PP1666
 PP1666;                    North         East     Units Scale Factor Converg.
 PP1666;SPC MN S     -   242,872.912   871,748.056   MT  0.99992932   +0 37 48.2
 PP1666;UTM  15      - 4,903,233.448   491,932.887   MT  0.99960080   -0 04 14.1
 PP1666
 PP1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1666!SPC MN S     -   0.99994573  x   0.99992932  =   0.99987506
 PP1666!UTM  15      -   0.99994573  x   0.99960080  =   0.99954656
 PP1666
 PP1666                          SUPERSEDED SURVEY CONTROL
 PP1666
 PP1666  NAD 83(1986)-  44 16 56.28422(N)    093 06 03.95815(W) AD(       ) 2
 PP1666  NGVD 29 (??/??/92)  374.566  (m)         1228.89   (f) ADJ UNCH    2 0
 PP1666
 PP1666.Superseded values are not recommended for survey control.
 PP1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1666.See file dsdata.txt to determine how the superseded data were derived.
 PP1666
 PP1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9193303233(NAD 83)
 PP1666_MARKER: DD = SURVEY DISK
 PP1666_SETTING: 0 = UNSPECIFIED SETTING
 PP1666_STAMPING: 6607 J 1972
 PP1666_MARK LOGO: MNDT  
 PP1666_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1666
 PP1666  HISTORY     - Date     Condition        Report By
 PP1666  HISTORY     - 1972     MONUMENTED       MNDT
 PP1666  HISTORY     - 1972     GOOD             MNDT
 PP1666  HISTORY     - 19840425 GOOD             MNDT
 PP1666
 PP1666                          STATION DESCRIPTION
 PP1666
 PP1666'DESCRIBED BY MN DEPT OF TRANSP 1972 (DKH)
 PP1666'THE STATION IS LOCATED ABOUT 8 MILES EAST OF THE TOWN OF FARIBAULT AND
 PP1666'ABOUT 6 MILES WEST OF THE TOWN OF KENYON, IN THE NW 1/4 OF SECTION 3,
 PP1666'T109N, R19W, IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF TRUNK
 PP1666'HIGHWAY 60 AND COUNTY ROAD 24 (JACOBS AVENUE).
 PP1666'
 PP1666'TO REACH THE STATION FROM THE TRUNK HIGHWAY 60 BRIDGE OVER THE
 PP1666'STRAIGHT RIVER IN THE SOUTHEAST PART OF FARIBAULT, GO EAST ON TRUNK
 PP1666'HIGHWAY 60 FOR 8.0 MILES TO A CROSSROAD AND THE STATION ON THE LEFT.
 PP1666'
 PP1666'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK
 PP1666'STAMPED---6607 J 1972---, IS SET ON THE TOP OF A 10 FOOT LONG STEEL
 PP1666'FENCE POST THAT IS BURIED 0.2 FOOT BELOW THE SURFACE OF THE GROUND.
 PP1666'THE MARK IS 184.5 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 60,
 PP1666'55.5 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 24, 104 FEET EAST OF A
 PP1666'POWER POLE, 192.5 FEET NORTH-NORTHWEST OF A POWER POLE, AND 0.7 FOOT
 PP1666'SOUTH OF A STEEL WITNESS POST.
 PP1666'
 PP1666'THIS STATION IS AN AZIMUTH MARK FOR STATION JACOBS MNDT.
 PP1666
 PP1666                          STATION RECOVERY (1972)
 PP1666
 PP1666'RECOVERY NOTE BY MN DEPT OF TRANSP 1972
 PP1666'5.8 MI W FROM KENYON.
 PP1666'MARK IS LOCATED 5.8 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP1666'60 AND T.H. 56 IN KENYON, AT COUNTY ROAD 24 (NORTH), 200 FEET NORTH OF
 PP1666'THE CENTERLINE OF T.H. 60 AT MILE POINT 157.5, 55 FEET EAST OF THE
 PP1666'CENTERLINE OF COUNTY ROAD 24, 21 FEET NORTH OF A TELEPHONE POLE, 0.6
 PP1666'FEET SOUTH OF A STEEL WITNESS POST, FASTENED TO THE TOP OF A 10 FOOT
 PP1666'POST DRIVEN FLUSH WITH THE GROUND.  NW 1/4 SECTION 3, T 109N, R 19W.
 PP1666
 PP1666                          STATION RECOVERY (1984)
 PP1666
 PP1666'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 PP1666'IN THE NORTHWEST QUARTER OF SECTION 3, TOWNSHIP 109 NORTH, ROUTE 19
 PP1666'WEST, 5.8 MILES WEST ALONG TRUNK HIGHWAY 60 FROM ITS JUNCTION WITH
 PP1666'TRUNK HIGHWAY 56 IN KENYON, AT COUNTY ROAD 24 (NORTH), 200 FEET NORTH
 PP1666'OF THE CENTERLINE OF TRUNK HIGHWAY 60 AT MILEPOINT 157.5, 55 FEET
 PP1666'EAST OF THE CENTERLINE OF COUNTY ROAD 24, AND 0.6 FOOT SOUTH OF A
 PP1666'STEEL WITNESS POST, SET ON TOP OF A 10-FOOT LONG STEEL FENCE POST
 PP1666'DRIVEN FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1665 ***********************************************************************
 PP1665  DESIGNATION -  6607 K
 PP1665  PID         -  PP1665
 PP1665  STATE/COUNTY-  MN/RICE
 PP1665  USGS QUAD   -  NERSTRAND (1960)
 PP1665
 PP1665                         *CURRENT SURVEY CONTROL
 PP1665  ___________________________________________________________________
 PP1665* NAD 83(1986)-  44 16 34.     (N)    093 04 42.     (W)     SCALED    
 PP1665* NAVD 88     -       377.850  (meters)    1239.66   (feet)  ADJUSTED  
 PP1665  ___________________________________________________________________
 PP1665  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 PP1665  DYNAMIC HT  -         377.797 (meters)    1239.49  (feet)  COMP
 PP1665  MODELED GRAV-     980,465.4   (mgal)                       NAVD 88
 PP1665
 PP1665  VERT ORDER  -  SECOND    CLASS 0
 PP1665
 PP1665.The horizontal coordinates were scaled from a topographic map and have
 PP1665.an estimated accuracy of +/- 6 seconds.
 PP1665
 PP1665.The orthometric height was determined by differential leveling
 PP1665.and adjusted by the National Geodetic Survey in June 1991..
 PP1665
 PP1665.The geoid height was determined by GEOID03.
 PP1665
 PP1665.The dynamic height is computed by dividing the NAVD 88
 PP1665.geopotential number by the normal gravity value computed on the
 PP1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1665.degrees latitude (g = 980.6199 gals.).
 PP1665
 PP1665.The modeled gravity was interpolated from observed gravity values.
 PP1665
 PP1665;                    North         East    Units  Estimated Accuracy
 PP1665;SPC MN S     -   242,210.      873,570.      MT  (+/- 180 meters Scaled)
 PP1665
 PP1665                          SUPERSEDED SURVEY CONTROL
 PP1665
 PP1665  NGVD 29 (??/??/92)  377.836  (m)         1239.62   (f) ADJ UNCH    2 0
 PP1665
 PP1665.Superseded values are not recommended for survey control.
 PP1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1665.See file dsdata.txt to determine how the superseded data were derived.
 PP1665
 PP1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK937025(NAD 83)
 PP1665_MARKER: DD = SURVEY DISK
 PP1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1665_STAMPING: 6607 K 1972
 PP1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1665+STABILITY: SURFACE MOTION
 PP1665
 PP1665  HISTORY     - Date     Condition        Report By
 PP1665  HISTORY     - 1972     MONUMENTED       MNDT
 PP1665
 PP1665                          STATION DESCRIPTION
 PP1665
 PP1665'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1665'4.7 MI W FROM KENYON.
 PP1665'MARK IS LOCATED 4.7 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP1665'60 AND T.H. 56 IN KENYON, 48 FEET SOUTH OF THE CENTERLINE OF T.H. 60
 PP1665'AT MILE POINT 158.7, 15 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET
 PP1665'NORTH OF A POWER POLE, 1 FOOT NORTH OF A STEEL WITNESS POST, FASTENED
 PP1665'TO THE TOP OF A 10 FOOT STEEL POST DRIVEN FLUSH WITH THE GROUND. SW
 PP1665'1/4 SECTION 2, T 109N, R 19W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1664 ***********************************************************************
 PP1664  DESIGNATION -  6607 L
 PP1664  PID         -  PP1664
 PP1664  STATE/COUNTY-  MN/RICE
 PP1664  USGS QUAD   -  NERSTRAND (1960)
 PP1664
 PP1664                         *CURRENT SURVEY CONTROL
 PP1664  ___________________________________________________________________
 PP1664* NAD 83(1986)-  44 16 28.     (N)    093 03 39.     (W)     SCALED    
 PP1664* NAVD 88     -       368.429  (meters)    1208.75   (feet)  ADJUSTED  
 PP1664  ___________________________________________________________________
 PP1664  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 PP1664  DYNAMIC HT  -         368.376 (meters)    1208.58  (feet)  COMP
 PP1664  MODELED GRAV-     980,462.5   (mgal)                       NAVD 88
 PP1664
 PP1664  VERT ORDER  -  SECOND    CLASS 0
 PP1664
 PP1664.The horizontal coordinates were scaled from a topographic map and have
 PP1664.an estimated accuracy of +/- 6 seconds.
 PP1664
 PP1664.The orthometric height was determined by differential leveling
 PP1664.and adjusted by the National Geodetic Survey in June 1991..
 PP1664
 PP1664.The geoid height was determined by GEOID03.
 PP1664
 PP1664.The dynamic height is computed by dividing the NAVD 88
 PP1664.geopotential number by the normal gravity value computed on the
 PP1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1664.degrees latitude (g = 980.6199 gals.).
 PP1664
 PP1664.The modeled gravity was interpolated from observed gravity values.
 PP1664
 PP1664;                    North         East    Units  Estimated Accuracy
 PP1664;SPC MN S     -   242,040.      874,970.      MT  (+/- 180 meters Scaled)
 PP1664
 PP1664                          SUPERSEDED SURVEY CONTROL
 PP1664
 PP1664  NGVD 29 (??/??/92)  368.413  (m)         1208.70   (f) ADJ UNCH    2 0
 PP1664
 PP1664.Superseded values are not recommended for survey control.
 PP1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1664.See file dsdata.txt to determine how the superseded data were derived.
 PP1664
 PP1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK951023(NAD 83)
 PP1664_MARKER: DD = SURVEY DISK
 PP1664_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP1664+WITH SETTING: INTO GROUND
 PP1664_STAMPING: 6607 L 1972
 PP1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1664+STABILITY: SURFACE MOTION
 PP1664
 PP1664  HISTORY     - Date     Condition        Report By
 PP1664  HISTORY     - 1972     MONUMENTED       MNDT
 PP1664
 PP1664                          STATION DESCRIPTION
 PP1664
 PP1664'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1664'3.8 MI W FROM KENYON.
 PP1664'MARK IS LOCATED 3.8 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP1664'60 AND T.H. 56 IN KENYON, AT COUNTY ROAD 26 (LEADING NORTH), 200 FEET
 PP1664'NORTH OF THE CENTERLINE OF T.H. 60 AT MILE POINT 159.5, 56 FEET EAST
 PP1664'OF THE CENTERLINE OF COUNTY ROAD 26, 39 FEET NORTHEAST OF THE LEG OF A
 PP1664'SIGN (NERSTRAND STATE PARK), 0.6 FEET SOUTH OF A STEEL WITNESS POST,
 PP1664'FASTENED TO THE TOP OF A 10 FOOT STEEL POST DRIVEN FLUSH WITH THE
 PP1664'GROUND.  SW 1/4 SECTION 1, T 109N, R 19W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7437 ***********************************************************************
 AE7437  DESIGNATION -  6612 F
 AE7437  PID         -  AE7437
 AE7437  STATE/COUNTY-  MN/RICE
 AE7437  USGS QUAD   -  LITTLE CHICAGO (1960)
 AE7437
 AE7437                         *CURRENT SURVEY CONTROL
 AE7437  ___________________________________________________________________
 AE7437* NAD 83(1986)-  44 23 48.     (N)    093 16 55.     (W)     SCALED    
 AE7437* NAVD 88     -       326.622  (meters)    1071.59   (feet)  ADJUSTED  
 AE7437  ___________________________________________________________________
 AE7437  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AE7437  DYNAMIC HT  -         326.581 (meters)    1071.46  (feet)  COMP
 AE7437  MODELED GRAV-     980,483.9   (mgal)                       NAVD 88
 AE7437
 AE7437  VERT ORDER  -  SECOND    CLASS I
 AE7437
 AE7437.The horizontal coordinates were scaled from a topographic map and have
 AE7437.an estimated accuracy of +/- 6 seconds.
 AE7437
 AE7437.The orthometric height was determined by differential leveling
 AE7437.and adjusted by the National Geodetic Survey in April 1998..
 AE7437
 AE7437.The geoid height was determined by GEOID03.
 AE7437
 AE7437.The dynamic height is computed by dividing the NAVD 88
 AE7437.geopotential number by the normal gravity value computed on the
 AE7437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7437.degrees latitude (g = 980.6199 gals.).
 AE7437
 AE7437.The modeled gravity was interpolated from observed gravity values.
 AE7437
 AE7437;                    North         East    Units  Estimated Accuracy
 AE7437;SPC MN S     -   255,440.      857,200.      MT  (+/- 180 meters Scaled)
 AE7437
 AE7437                          SUPERSEDED SURVEY CONTROL
 AE7437
 AE7437.No superseded survey control is available for this station.
 AE7437
 AE7437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK775159(NAD 83)
 AE7437_MARKER: DB = BENCH MARK DISK
 AE7437_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE7437_STAMPING: 6612 F 1988
 AE7437_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE7437
 AE7437  HISTORY     - Date     Condition        Report By
 AE7437  HISTORY     - 1988     MONUMENTED       MNDT
 AE7437
 AE7437                          STATION DESCRIPTION
 AE7437
 AE7437'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AE7437'THE MARK IS LOCATED ABOUT 3.5 MILES WEST-SOUTHWEST OF THE CITY OF
 AE7437'DUNDAS, 4.3 MILES SOUTHWEST ALONG TRUNK HIGHWAY 3 FROM ITS JUNCTION
 AE7437'WITH TRUNK HIGHWAY 246 IN THE SOUTH PART OF THE CITY OF NORTHFIELD TO
 AE7437'THE JUNCTION OF COUNTY ROAD 8, THENCE WEST ALONG COUNTY ROAD 8 FOR
 AE7437'3.05 MILES TO THE JUNCTION OF COUNTY ROAD 76, THENCE SOUTH ON COUNTY
 AE7437'ROAD 76 FOR 0.25 MILE TO A FIELD ENTRANCE EAST AND IN THE NW 1/4 OF
 AE7437'SECTION 30, T111N, R30W.  THE MARK IS 43.0 FEET EAST OF AND ABOUT 1.5
 AE7437'FOOT LOWER THAN THE CENTERLINE OF COUNTY ROAD 76, 9.0 FEET NORTH OF
 AE7437'THE CENTER OF THE FIELD ENTRANCE, 2.0 FEET EAST OF A WELL WEATHERED
 AE7437'WOODEN GATE POST AND 2.0 FEET SOUTH OF A STEEL WITNESS POST.  THE
 AE7437'MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 AE7437'STAMPED---6612 F 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 AE7437'DIAMETER BY 24 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS
 AE7437'AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7438 ***********************************************************************
 AE7438  DESIGNATION -  6612 G
 AE7438  PID         -  AE7438
 AE7438  STATE/COUNTY-  MN/RICE
 AE7438  USGS QUAD   -  LITTLE CHICAGO (1960)
 AE7438
 AE7438                         *CURRENT SURVEY CONTROL
 AE7438  ___________________________________________________________________
 AE7438* NAD 83(1986)-  44 23 08.     (N)    093 16 54.     (W)     SCALED    
 AE7438* NAVD 88     -       322.424  (meters)    1057.82   (feet)  ADJUSTED  
 AE7438  ___________________________________________________________________
 AE7438  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AE7438  DYNAMIC HT  -         322.383 (meters)    1057.68  (feet)  COMP
 AE7438  MODELED GRAV-     980,483.5   (mgal)                       NAVD 88
 AE7438
 AE7438  VERT ORDER  -  SECOND    CLASS I
 AE7438
 AE7438.The horizontal coordinates were scaled from a topographic map and have
 AE7438.an estimated accuracy of +/- 6 seconds.
 AE7438
 AE7438.The orthometric height was determined by differential leveling
 AE7438.and adjusted by the National Geodetic Survey in April 1998..
 AE7438
 AE7438.The geoid height was determined by GEOID03.
 AE7438
 AE7438.The dynamic height is computed by dividing the NAVD 88
 AE7438.geopotential number by the normal gravity value computed on the
 AE7438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7438.degrees latitude (g = 980.6199 gals.).
 AE7438
 AE7438.The modeled gravity was interpolated from observed gravity values.
 AE7438
 AE7438;                    North         East    Units  Estimated Accuracy
 AE7438;SPC MN S     -   254,200.      857,240.      MT  (+/- 180 meters Scaled)
 AE7438
 AE7438                          SUPERSEDED SURVEY CONTROL
 AE7438
 AE7438.No superseded survey control is available for this station.
 AE7438
 AE7438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK775147(NAD 83)
 AE7438_MARKER: DB = BENCH MARK DISK
 AE7438_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE7438_STAMPING: 6612 G 1988
 AE7438_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE7438
 AE7438  HISTORY     - Date     Condition        Report By
 AE7438  HISTORY     - 1988     MONUMENTED       MNDT
 AE7438
 AE7438                          STATION DESCRIPTION
 AE7438
 AE7438'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AE7438'THE MARK IS LOCATED ABOUT 4 MILES SOUTHWEST OF THE CITY OF DUNDAS, 5.8
 AE7438'MILES SOUTHWEST ALONG TRUNK HIGHWAY 3 FROM ITS JUNCTION WITH TRUNK
 AE7438'HIGHWAY 246 IN THE SOUTH PART OF THE CITY OF NORTHFIELD TO COUNTY ROAD
 AE7438'83, THENCE WEST ON COUNTY ROAD FOR 0.5 MILE TO JUNCTION OF A GRAVEL
 AE7438'ROAD WEST (140TH STREET EAST) AND COUNTY ROAD 83 EAST AND SOUTHWEST,
 AE7438'THENCE WEST ON THE GRAVEL ROAD FOR 1.4 MILES TO THE JUNCTION OF COUNTY
 AE7438'ROAD 76.  THE MARK IS 55.0 FEET NORTH OF AND ABOUT 1.5 FEET LOWER THAN
 AE7438'THE CENTER OF 140TH STREET, 56.5 FEET EAST OF THE CENTERLINE OF COUNTY
 AE7438'ROAD 76, 20.2 FEET NORTHEAST OF A STREET SIGN POST, 3.0 FEET EAST OF A
 AE7438'POWER POLE WITH A GUY WIRE AND 2.0 FEET WEST OF A STEEL WITNESS POST.
 AE7438'THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT
 AE7438'DISK STAMPED---6612 G 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 AE7438'DIAMETER BY 20 FEET LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS
 AE7438'AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7439 ***********************************************************************
 AE7439  DESIGNATION -  6612 H
 AE7439  PID         -  AE7439
 AE7439  STATE/COUNTY-  MN/RICE
 AE7439  USGS QUAD   -  LITTLE CHICAGO (1960)
 AE7439
 AE7439                         *CURRENT SURVEY CONTROL
 AE7439  ___________________________________________________________________
 AE7439* NAD 83(1986)-  44 23 05.     (N)    093 15 05.     (W)     SCALED    
 AE7439* NAVD 88     -       307.337  (meters)    1008.32   (feet)  ADJUSTED  
 AE7439  ___________________________________________________________________
 AE7439  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AE7439  DYNAMIC HT  -         307.298 (meters)    1008.19  (feet)  COMP
 AE7439  MODELED GRAV-     980,481.2   (mgal)                       NAVD 88
 AE7439
 AE7439  VERT ORDER  -  SECOND    CLASS I
 AE7439
 AE7439.The horizontal coordinates were scaled from a topographic map and have
 AE7439.an estimated accuracy of +/- 6 seconds.
 AE7439
 AE7439.The orthometric height was determined by differential leveling
 AE7439.and adjusted by the National Geodetic Survey in April 1998..
 AE7439
 AE7439.The geoid height was determined by GEOID03.
 AE7439
 AE7439.The dynamic height is computed by dividing the NAVD 88
 AE7439.geopotential number by the normal gravity value computed on the
 AE7439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7439.degrees latitude (g = 980.6199 gals.).
 AE7439
 AE7439.The modeled gravity was interpolated from observed gravity values.
 AE7439
 AE7439;                    North         East    Units  Estimated Accuracy
 AE7439;SPC MN S     -   254,130.      859,650.      MT  (+/- 180 meters Scaled)
 AE7439
 AE7439                          SUPERSEDED SURVEY CONTROL
 AE7439
 AE7439.No superseded survey control is available for this station.
 AE7439
 AE7439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK799146(NAD 83)
 AE7439_MARKER: DB = BENCH MARK DISK
 AE7439_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE7439_STAMPING: 6612 H 1988
 AE7439_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE7439
 AE7439  HISTORY     - Date     Condition        Report By
 AE7439  HISTORY     - 1988     MONUMENTED       MNDT
 AE7439
 AE7439                          STATION DESCRIPTION
 AE7439
 AE7439'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AE7439'THE MARK IS LOCATED ABOUT 4 MILES SOUTHWEST OF THE CITY OF DUNDAS, 5.8
 AE7439'MILES SOUTHWEST ALONG TRUNK HIGHWAY 3 FROM ITS JUNCTION WITH TRUNK
 AE7439'HIGHWAY 246 IN THE SOUTH PART OF THE CITY OF NORTHFIELD TO COUNTY ROAD
 AE7439'83, THENCE WEST ON COUNTY ROAD 83 FOR 0.5 MILE TO JUNCTION OF A GRAVEL
 AE7439'ROAD WEST (140TH STREET EAST) AND COUNTY ROAD 83 EAST AND SOUTHWEST,
 AE7439'THENCE CONTINUE SOUTHWEST ALONG COUNTY ROAD 83 FOR ABOUT 200 FEET AND
 AE7439'IN THE NW 1/4 OF SECTION 32, T111N, R20W.  THE MARK IS 32.5 FEET
 AE7439'NORTHWEST OF AND ABOUT 1.5 FEET LOWER THAN THE CENTERLINE OF COUNTY
 AE7439'ROAD 83, 3.6 FEET SOUTHWEST OF A POWER POLE AND 1.9 FEET NORTHEAST OF
 AE7439'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM
 AE7439'VERTICAL CONTROL MONUMENT DISK STAMPED---6612 H 1988---, IS FASTENED
 AE7439'TO THE TOP OF A 3/4 INCH DIAMETER BY 18 FOOT LONG ALUMINUM ALLOY ROD
 AE7439'DRIVEN TO SPECIFICATIONS AND IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7440 ***********************************************************************
 AE7440  DESIGNATION -  6612 J
 AE7440  PID         -  AE7440
 AE7440  STATE/COUNTY-  MN/RICE
 AE7440  USGS QUAD   -  NORTHFIELD (1991)
 AE7440
 AE7440                         *CURRENT SURVEY CONTROL
 AE7440  ___________________________________________________________________
 AE7440* NAD 83(1986)-  44 22 39.     (N)    093 14 34.     (W)     SCALED    
 AE7440* NAVD 88     -       313.400  (meters)    1028.21   (feet)  ADJUSTED  
 AE7440  ___________________________________________________________________
 AE7440  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AE7440  DYNAMIC HT  -         313.359 (meters)    1028.08  (feet)  COMP
 AE7440  MODELED GRAV-     980,480.5   (mgal)                       NAVD 88
 AE7440
 AE7440  VERT ORDER  -  SECOND    CLASS I
 AE7440
 AE7440.The horizontal coordinates were scaled from a topographic map and have
 AE7440.an estimated accuracy of +/- 6 seconds.
 AE7440
 AE7440.The orthometric height was determined by differential leveling
 AE7440.and adjusted by the National Geodetic Survey in April 1998..
 AE7440
 AE7440.The geoid height was determined by GEOID03.
 AE7440
 AE7440.The dynamic height is computed by dividing the NAVD 88
 AE7440.geopotential number by the normal gravity value computed on the
 AE7440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7440.degrees latitude (g = 980.6199 gals.).
 AE7440
 AE7440.The modeled gravity was interpolated from observed gravity values.
 AE7440
 AE7440;                    North         East    Units  Estimated Accuracy
 AE7440;SPC MN S     -   253,340.      860,340.      MT  (+/- 180 meters Scaled)
 AE7440
 AE7440                          SUPERSEDED SURVEY CONTROL
 AE7440
 AE7440.No superseded survey control is available for this station.
 AE7440
 AE7440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK806138(NAD 83)
 AE7440_MARKER: DB = BENCH MARK DISK
 AE7440_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE7440_STAMPING: 6612 J 1988
 AE7440_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE7440
 AE7440  HISTORY     - Date     Condition        Report By
 AE7440  HISTORY     - 1988     MONUMENTED       MNDT
 AE7440
 AE7440                          STATION DESCRIPTION
 AE7440
 AE7440'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AE7440'THE MARK IS LOCATED ABOUT 3.25 MILES SOUTH-SOUTHWEST OF THE CITY OF
 AE7440'DUNDAS, 6.4 MILES SOUTHWEST ALONG TRUNK HIGHWAY 3 FROM ITS JUNCTION
 AE7440'WITH TRUNK HIGHWAY 246 IN THE SOUTH PART OF THE CITY OF NORTHFIELD TO
 AE7440'THE JUNCTION OF COUNTY ROAD 75, THENCE EAST ALONG COUNTY ROAD 75 FOR
 AE7440'0.55 MILE AND IN THE SE 1/4 OF SECTION 32, T111N, R20W.  THE MARK IS
 AE7440'91.0 FEET SOUTH OF AND ABOUT 3 FEET LOWER THAN THE CENTERLINE OF
 AE7440'COUNTY ROAD 75, 102.5 FEET SOUTHWEST OF A POWER POLE AND 1.8 FEET
 AE7440'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC
 AE7440'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---6612 J 1988---, IS
 AE7440'FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 47 FOOT LONG ALUMINUM
 AE7440'ALLOY ROD DRIVEN TO REFUSAL AND PROJECTS 2 INCHES ABOVE THE SURFACE OF
 AE7440'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1602 ***********************************************************************
 PP1602  DESIGNATION -  6613 A
 PP1602  PID         -  PP1602
 PP1602  STATE/COUNTY-  MN/RICE
 PP1602  USGS QUAD   -  FARIBAULT (1991)
 PP1602
 PP1602                         *CURRENT SURVEY CONTROL
 PP1602  ___________________________________________________________________
 PP1602* NAD 83(1986)-  44 18 08.     (N)    093 17 22.     (W)     SCALED    
 PP1602* NAVD 88     -       297.170  (meters)     974.97   (feet)  ADJUSTED  
 PP1602  ___________________________________________________________________
 PP1602  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 PP1602  DYNAMIC HT  -         297.135 (meters)     974.85  (feet)  COMP
 PP1602  MODELED GRAV-     980,491.1   (mgal)                       NAVD 88
 PP1602
 PP1602  VERT ORDER  -  SECOND    CLASS 0
 PP1602
 PP1602.The horizontal coordinates were scaled from a topographic map and have
 PP1602.an estimated accuracy of +/- 6 seconds.
 PP1602
 PP1602.The orthometric height was determined by differential leveling
 PP1602.and adjusted by the National Geodetic Survey in June 1991..
 PP1602
 PP1602.The geoid height was determined by GEOID03.
 PP1602
 PP1602.The dynamic height is computed by dividing the NAVD 88
 PP1602.geopotential number by the normal gravity value computed on the
 PP1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1602.degrees latitude (g = 980.6199 gals.).
 PP1602
 PP1602.The modeled gravity was interpolated from observed gravity values.
 PP1602
 PP1602;                    North         East    Units  Estimated Accuracy
 PP1602;SPC MN S     -   244,940.      856,700.      MT  (+/- 180 meters Scaled)
 PP1602
 PP1602                          SUPERSEDED SURVEY CONTROL
 PP1602
 PP1602  NGVD 29 (??/??/92)  297.175  (m)          974.98   (f) ADJ UNCH    2 0
 PP1602
 PP1602.Superseded values are not recommended for survey control.
 PP1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1602.See file dsdata.txt to determine how the superseded data were derived.
 PP1602
 PP1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK769054(NAD 83)
 PP1602_MARKER: DD = SURVEY DISK
 PP1602_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1602_SP_SET: BRIDGE
 PP1602_STAMPING: 6613-A 1970
 PP1602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1602
 PP1602  HISTORY     - Date     Condition        Report By
 PP1602  HISTORY     - 1970     MONUMENTED       MNDT
 PP1602
 PP1602                          STATION DESCRIPTION
 PP1602
 PP1602'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1602'IN FARIBAULT.
 PP1602'MARK IS LOCATED AT FARIBAULT, 0.5 MILES NORTH OF TH 60, IN THE
 PP1602'SOUTHEAST CORNER OF BRIDGE NO. 6640, TH 65 OVER THE CANNON RIVER.  SE
 PP1602'1/4 SECTION 25, T 110N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1603 ***********************************************************************
 PP1603  DESIGNATION -  6613 A 1
 PP1603  PID         -  PP1603
 PP1603  STATE/COUNTY-  MN/RICE
 PP1603  USGS QUAD   -  FARIBAULT (1991)
 PP1603
 PP1603                         *CURRENT SURVEY CONTROL
 PP1603  ___________________________________________________________________
 PP1603* NAD 83(1986)-  44 17 53.     (N)    093 17 29.     (W)     SCALED    
 PP1603* NAVD 88     -       297.075  (meters)     974.65   (feet)  ADJUSTED  
 PP1603  ___________________________________________________________________
 PP1603  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 PP1603  DYNAMIC HT  -         297.040 (meters)     974.54  (feet)  COMP
 PP1603  MODELED GRAV-     980,491.4   (mgal)                       NAVD 88
 PP1603
 PP1603  VERT ORDER  -  SECOND    CLASS 0
 PP1603
 PP1603.The horizontal coordinates were scaled from a topographic map and have
 PP1603.an estimated accuracy of +/- 6 seconds.
 PP1603
 PP1603.The orthometric height was determined by differential leveling
 PP1603.and adjusted by the National Geodetic Survey in June 1991..
 PP1603
 PP1603.The geoid height was determined by GEOID03.
 PP1603
 PP1603.The dynamic height is computed by dividing the NAVD 88
 PP1603.geopotential number by the normal gravity value computed on the
 PP1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1603.degrees latitude (g = 980.6199 gals.).
 PP1603
 PP1603.The modeled gravity was interpolated from observed gravity values.
 PP1603
 PP1603;                    North         East    Units  Estimated Accuracy
 PP1603;SPC MN S     -   244,470.      856,550.      MT  (+/- 180 meters Scaled)
 PP1603
 PP1603                          SUPERSEDED SURVEY CONTROL
 PP1603
 PP1603  NGVD 29 (??/??/92)  297.081  (m)          974.67   (f) ADJ UNCH    2 0
 PP1603
 PP1603.Superseded values are not recommended for survey control.
 PP1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1603.See file dsdata.txt to determine how the superseded data were derived.
 PP1603
 PP1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK767050(NAD 83)
 PP1603_MARKER: DD = SURVEY DISK
 PP1603_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1603_SP_SET: BRIDGE
 PP1603_STAMPING: 6613-A1 1970
 PP1603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1603
 PP1603  HISTORY     - Date     Condition        Report By
 PP1603  HISTORY     - 1970     MONUMENTED       LOCENG
 PP1603  HISTORY     - 1970     GOOD             MNDT
 PP1603  HISTORY     - 19960821 GOOD             USPSQD
 PP1603
 PP1603                          STATION DESCRIPTION
 PP1603
 PP1603'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1603'IN FARIBAULT.
 PP1603'MARK IS LOCATED IN FARIBAULT, 0.2 MILES NORTH OF TH 60, 0.1 MILES WEST
 PP1603'OF TH 65, IN THE SOUTHEAST CORNER OF BRIDGE NO. 66502, 7TH STREET
 PP1603'NORTHWEST OVER CROCKERS CREEK.  NW 1/4 SECTION 36, T 110N, R 21W.
 PP1603
 PP1603                          STATION RECOVERY (1996)
 PP1603
 PP1603'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP1603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0604 ***********************************************************************
 ON0604  DESIGNATION -  6623
 ON0604  PID         -  ON0604
 ON0604  STATE/COUNTY-  MN/WINONA
 ON0604  USGS QUAD   -  LEWISTON (1974)
 ON0604
 ON0604                         *CURRENT SURVEY CONTROL
 ON0604  ___________________________________________________________________
 ON0604* NAD 83(1986)-  43 56 30.     (N)    091 52 26.     (W)     SCALED    
 ON0604* NAVD 88     -       320.041  (meters)    1050.00   (feet)  ADJUSTED  
 ON0604  ___________________________________________________________________
 ON0604  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ON0604  DYNAMIC HT  -         319.982 (meters)    1049.81  (feet)  COMP
 ON0604  MODELED GRAV-     980,423.8   (mgal)                       NAVD 88
 ON0604
 ON0604  VERT ORDER  -  SECOND    CLASS 0
 ON0604
 ON0604.The horizontal coordinates were scaled from a topographic map and have
 ON0604.an estimated accuracy of +/- 6 seconds.
 ON0604
 ON0604.The orthometric height was determined by differential leveling
 ON0604.and adjusted by the National Geodetic Survey in June 1991..
 ON0604
 ON0604.The geoid height was determined by GEOID03.
 ON0604
 ON0604.The dynamic height is computed by dividing the NAVD 88
 ON0604.geopotential number by the normal gravity value computed on the
 ON0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0604.degrees latitude (g = 980.6199 gals.).
 ON0604
 ON0604.The modeled gravity was interpolated from observed gravity values.
 ON0604
 ON0604;                    North         East    Units  Estimated Accuracy
 ON0604;SPC MN S     -   206,850.      970,670.      MT  (+/- 180 meters Scaled)
 ON0604
 ON0604                          SUPERSEDED SURVEY CONTROL
 ON0604
 ON0604  NGVD 29 (??/??/92)  320.022  (m)         1049.94   (f) ADJ UNCH    2 0
 ON0604
 ON0604.Superseded values are not recommended for survey control.
 ON0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0604.See file dsdata.txt to determine how the superseded data were derived.
 ON0604
 ON0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ903660(NAD 83)
 ON0604_MARKER: DD = SURVEY DISK
 ON0604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0604_SP_SET: BRIDGE
 ON0604_STAMPING: 6623 1969
 ON0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0604
 ON0604  HISTORY     - Date     Condition        Report By
 ON0604  HISTORY     - 1969     MONUMENTED       MNHD
 ON0604
 ON0604                          STATION DESCRIPTION
 ON0604
 ON0604'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0604'2.6 MI S FROM LEWISTON.
 ON0604'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE 6623, (WINONA
 ON0604'COUNTY) COUNTY ROAD 29 OVER THE SOUTH FORK OF RUSH CREEK.  NW 1/4
 ON0604'SECTION 35, T 106N, R 9W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0603 ***********************************************************************
 ON0603  DESIGNATION -  6624
 ON0603  PID         -  ON0603
 ON0603  STATE/COUNTY-  MN/WINONA
 ON0603  USGS QUAD   -  LEWISTON (1974)
 ON0603
 ON0603                         *CURRENT SURVEY CONTROL
 ON0603  ___________________________________________________________________
 ON0603* NAD 83(1986)-  43 56 33.     (N)    091 52 23.     (W)     SCALED    
 ON0603* NAVD 88     -       320.120  (meters)    1050.26   (feet)  ADJUSTED  
 ON0603  ___________________________________________________________________
 ON0603  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 ON0603  DYNAMIC HT  -         320.061 (meters)    1050.07  (feet)  COMP
 ON0603  MODELED GRAV-     980,423.9   (mgal)                       NAVD 88
 ON0603
 ON0603  VERT ORDER  -  SECOND    CLASS 0
 ON0603
 ON0603.The horizontal coordinates were scaled from a topographic map and have
 ON0603.an estimated accuracy of +/- 6 seconds.
 ON0603
 ON0603.The orthometric height was determined by differential leveling
 ON0603.and adjusted by the National Geodetic Survey in June 1991..
 ON0603
 ON0603.The geoid height was determined by GEOID03.
 ON0603
 ON0603.The dynamic height is computed by dividing the NAVD 88
 ON0603.geopotential number by the normal gravity value computed on the
 ON0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0603.degrees latitude (g = 980.6199 gals.).
 ON0603
 ON0603.The modeled gravity was interpolated from observed gravity values.
 ON0603
 ON0603;                    North         East    Units  Estimated Accuracy
 ON0603;SPC MN S     -   206,950.      970,730.      MT  (+/- 180 meters Scaled)
 ON0603
 ON0603                          SUPERSEDED SURVEY CONTROL
 ON0603
 ON0603  NGVD 29 (??/??/92)  320.102  (m)         1050.20   (f) ADJ UNCH    2 0
 ON0603
 ON0603.Superseded values are not recommended for survey control.
 ON0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0603.See file dsdata.txt to determine how the superseded data were derived.
 ON0603
 ON0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ904661(NAD 83)
 ON0603_MARKER: DD = SURVEY DISK
 ON0603_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0603_SP_SET: BRIDGE
 ON0603_STAMPING: 6624 1969
 ON0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0603
 ON0603  HISTORY     - Date     Condition        Report By
 ON0603  HISTORY     - 1969     MONUMENTED       MNHD
 ON0603
 ON0603                          STATION DESCRIPTION
 ON0603
 ON0603'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0603'2.5 MI S FROM LEWISTON.
 ON0603'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE 6624 (WINONA
 ON0603'COUNTY) COUNTY ROAD 29 OVER THE NORTH FORK OF RUSH CREEK.  NW 1/4
 ON0603'SECTION 35, T 106N, R 9W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1628 ***********************************************************************
 PP1628  DESIGNATION -  6680 B
 PP1628  PID         -  PP1628
 PP1628  STATE/COUNTY-  MN/RICE
 PP1628  USGS QUAD   -  MEDFORD WEST (1962)
 PP1628
 PP1628                         *CURRENT SURVEY CONTROL
 PP1628  ___________________________________________________________________
 PP1628* NAD 83(1996)-  44 11 48.19961(N)    093 15 16.15895(W)     ADJUSTED  
 PP1628* NAVD 88     -       342.990  (meters)    1125.29   (feet)  ADJUSTED  
 PP1628  ___________________________________________________________________
 PP1628  X           -    -260,039.055 (meters)                     COMP
 PP1628  Y           -  -4,573,103.538 (meters)                     COMP
 PP1628  Z           -   4,424,008.753 (meters)                     COMP
 PP1628  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 PP1628  ELLIP HEIGHT-         314.82  (meters)          (03/16/99) GPS OBS
 PP1628  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 PP1628  DYNAMIC HT  -         342.946 (meters)    1125.15  (feet)  COMP
 PP1628  MODELED GRAV-     980,480.5   (mgal)                       NAVD 88
 PP1628
 PP1628  HORZ ORDER  -  FIRST
 PP1628  VERT ORDER  -  SECOND    CLASS 0
 PP1628  ELLP ORDER  -  FOURTH    CLASS I
 PP1628
 PP1628.The horizontal coordinates were established by GPS observations
 PP1628.and adjusted by the National Geodetic Survey in March 1999..
 PP1628
 PP1628.The orthometric height was determined by differential leveling
 PP1628.and adjusted by the National Geodetic Survey in June 1991..
 PP1628
 PP1628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1628
 PP1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1628
 PP1628.The ellipsoidal height was determined by GPS observations
 PP1628.and is referenced to NAD 83.
 PP1628
 PP1628.The geoid height was determined by GEOID03.
 PP1628
 PP1628.The dynamic height is computed by dividing the NAVD 88
 PP1628.geopotential number by the normal gravity value computed on the
 PP1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1628.degrees latitude (g = 980.6199 gals.).
 PP1628
 PP1628.The modeled gravity was interpolated from observed gravity values.
 PP1628
 PP1628;                    North         East     Units Scale Factor Converg.
 PP1628;SPC MN S     -   233,241.230   859,592.075   MT  0.99993611   +0 31 21.2
 PP1628;UTM  15      - 4,893,754.194   479,664.137   MT  0.99960509   -0 10 38.7
 PP1628
 PP1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1628!SPC MN S     -   0.99995064  x   0.99993611  =   0.99988675
 PP1628!UTM  15      -   0.99995064  x   0.99960509  =   0.99955575
 PP1628
 PP1628:                Primary Azimuth Mark                     Grid Az
 PP1628:SPC MN S     -  6680 C                                   335 33 40.9
 PP1628:UTM  15      -  6680 C                                   336 15 40.8
 PP1628
 PP1628|---------------------------------------------------------------------|
 PP1628| PID    Reference Object                     Distance      Geod. Az  |
 PP1628|                                                           dddmmss.s |
 PP1628| PP1627 6680 C                              APPROX. 0.7 KM 3360502.1 |
 PP1628|---------------------------------------------------------------------|
 PP1628
 PP1628                          SUPERSEDED SURVEY CONTROL
 PP1628
 PP1628  NAD 83(1986)-  44 11 48.18767(N)    093 15 16.15885(W) AD(       ) 1
 PP1628  NAVD 88 (07/23/98)  342.99   (m)         1125.3    (f) LEVELING    3  
 PP1628  NGVD 29 (??/??/92)  342.972  (m)         1125.23   (f) ADJ UNCH    2 0
 PP1628
 PP1628.Superseded values are not recommended for survey control.
 PP1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1628.See file dsdata.txt to determine how the superseded data were derived.
 PP1628
 PP1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7966493754(NAD 83)
 PP1628_MARKER: DB = BENCH MARK DISK
 PP1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1628_STAMPING: 6680 B 1970
 PP1628_MARK LOGO: MNDT  
 PP1628_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1628+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 PP1628
 PP1628  HISTORY     - Date     Condition        Report By
 PP1628  HISTORY     - 1970     MONUMENTED       MNDT
 PP1628  HISTORY     - 19930328 GOOD             MNDT
 PP1628  HISTORY     - 20040609 GOOD             MNDT
 PP1628
 PP1628                          STATION DESCRIPTION
 PP1628
 PP1628'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1628'5.5 MI S FROM FARIBAULT.
 PP1628'MARK IS LOCATED 5.5 MILES SOUTH OF THE SOUTH JUNCTION OF FAI 35 AND
 PP1628'T.H. 65 IN FARIBAULT, 100 FEET EAST OF FAI 35 NORTHBOUND CENTERLINE
 PP1628'STATION 420+50, 75 FEET NORTH OF THE RICE-STEELE COUNTY LINE, 60 FEET
 PP1628'NORTH OF A FENCE CORNER, 1 FOOT WEST OF THE EAST FAI 35 RIGHT OF WAY
 PP1628'FENCE AT A BENCH MARK SIGN, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET
 PP1628'FLUSH WITH THE GROUND.  SW 1/4 SECTION 32, T 109N, R 20W.  NOTE-- MARK
 PP1628'IS ALSO 8.0 MILES NORTH OF THE JUNCTION OF FAI 35 AND T.H. 14 IN
 PP1628'OWATONNA, STEELE COUNTY.
 PP1628
 PP1628                          STATION RECOVERY (1993)
 PP1628
 PP1628'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 PP1628'THE MARK IS LOCATED 7 MI (11.3 KM) SOUTH OF FARIBAULT, 5.5 MI (8.9 KM)
 PP1628'SOUTH ALONG FAI 35 FROM THE JCT OF FAI 35 AND CO RD 48 IN FARIBAULT,
 PP1628'AT FAI 35 MP 49.65, 75 FT (22.9 M) NORTH OF RICE-STEELE CO LINE, 100
 PP1628'FT (30.5 M) EAST OF NB FAI 35, 0.7 FT (21.3 CM) WEST OF A R/W FENCE,
 PP1628'49.3 FT (15.0 M) NORTH OF A FENCE COR, 113.9 FT (34.7 M) NNE OF EAST
 PP1628'LEG OF RICE COUNTY SIGN, 2.0 FT (0.6 M) SOUTH OF A WIT POST.
 PP1628
 PP1628                          STATION RECOVERY (2004)
 PP1628
 PP1628'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP1628'5.5 MILES (8.9 KM) SOUTH OF JUNCTION OF INTERSTATE HIGHWAY 35 AND
 PP1628'COUNTY ROAD 4 8 AT FARIBAULT, AT INTERSTATE HIGHWAY 35 MILEPOINT
 PP1628'49.65, 75 FEET (22.9 M) NORT H OF RICE-STEELE COUNTY LINE, 100 FEET
 PP1628'(30.5 M) EAST OF NORTHBOUND INTERSTATE H IGHWAY 35 AT STATION 420+50,
 PP1628'0.7 FOOT (21.3 CM) WEST OF EAST RIGHT OF WAY FENCE, 49.3 FEET (15.0 M)
 PP1628'NORTH OF FENCE CORNER, 113.9 FEET (34.7 M) NORTH-NORTHEAST OF EAST L
 PP1628'EG OF RICE COUNTY SIGN, 2.0 FEET (0.6 M) SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1627 ***********************************************************************
 PP1627  DESIGNATION -  6680 C
 PP1627  PID         -  PP1627
 PP1627  STATE/COUNTY-  MN/RICE
 PP1627  USGS QUAD   -  MEDFORD WEST (1962)
 PP1627
 PP1627                         *CURRENT SURVEY CONTROL
 PP1627  ___________________________________________________________________
 PP1627* NAD 83(1996)-  44 12 07.51790(N)    093 15 28.06836(W)     ADJUSTED  
 PP1627* NAVD 88     -       338.471  (meters)    1110.47   (feet)  ADJUSTED  
 PP1627  ___________________________________________________________________
 PP1627  X           -    -260,279.290 (meters)                     COMP
 PP1627  Y           -  -4,572,670.238 (meters)                     COMP
 PP1627  Z           -   4,424,433.100 (meters)                     COMP
 PP1627  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 PP1627  ELLIP HEIGHT-         310.30  (meters)          (03/16/99) GPS OBS
 PP1627  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 PP1627  DYNAMIC HT  -         338.428 (meters)    1110.33  (feet)  COMP
 PP1627  MODELED GRAV-     980,481.4   (mgal)                       NAVD 88
 PP1627
 PP1627  HORZ ORDER  -  FIRST
 PP1627  VERT ORDER  -  SECOND    CLASS 0
 PP1627  ELLP ORDER  -  FOURTH    CLASS I
 PP1627
 PP1627.The horizontal coordinates were established by GPS observations
 PP1627.and adjusted by the National Geodetic Survey in March 1999..
 PP1627
 PP1627.The orthometric height was determined by differential leveling
 PP1627.and adjusted by the National Geodetic Survey in June 1991..
 PP1627
 PP1627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1627
 PP1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1627
 PP1627.The ellipsoidal height was determined by GPS observations
 PP1627.and is referenced to NAD 83.
 PP1627
 PP1627.The geoid height was determined by GEOID03.
 PP1627
 PP1627.The dynamic height is computed by dividing the NAVD 88
 PP1627.geopotential number by the normal gravity value computed on the
 PP1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1627.degrees latitude (g = 980.6199 gals.).
 PP1627
 PP1627.The modeled gravity was interpolated from observed gravity values.
 PP1627
 PP1627;                    North         East     Units Scale Factor Converg.
 PP1627;SPC MN S     -   233,835.031   859,322.232   MT  0.99993562   +0 31 12.8
 PP1627;UTM  15      - 4,894,351.050   479,401.655   MT  0.99960522   -0 10 47.0
 PP1627
 PP1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1627!SPC MN S     -   0.99995135  x   0.99993562  =   0.99988697
 PP1627!UTM  15      -   0.99995135  x   0.99960522  =   0.99955659
 PP1627
 PP1627:                Primary Azimuth Mark                     Grid Az
 PP1627:SPC MN S     -  6680 B                                   155 33 41.0
 PP1627:UTM  15      -  6680 B                                   156 15 40.8
 PP1627
 PP1627|---------------------------------------------------------------------|
 PP1627| PID    Reference Object                     Distance      Geod. Az  |
 PP1627|                                                           dddmmss.s |
 PP1627| PP1628 6680 B                              APPROX. 0.7 KM 1560453.8 |
 PP1627|---------------------------------------------------------------------|
 PP1627
 PP1627                          SUPERSEDED SURVEY CONTROL
 PP1627
 PP1627  NAD 83(1986)-  44 12 07.50590(N)    093 15 28.06826(W) AD(       ) 1
 PP1627  NAVD 88 (07/23/98)  338.47   (m)         1110.5    (f) LEVELING    3  
 PP1627  NGVD 29 (??/??/92)  338.454  (m)         1110.41   (f) ADJ UNCH    2 0
 PP1627
 PP1627.Superseded values are not recommended for survey control.
 PP1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1627.See file dsdata.txt to determine how the superseded data were derived.
 PP1627
 PP1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7940294351(NAD 83)
 PP1627_MARKER: DB = BENCH MARK DISK
 PP1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1627_STAMPING: 6680 C 1970
 PP1627_MARK LOGO: MNDT  
 PP1627_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1627+STABILITY: SURFACE MOTION
 PP1627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1627+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1993
 PP1627
 PP1627  HISTORY     - Date     Condition        Report By
 PP1627  HISTORY     - 1970     MONUMENTED       MNDT
 PP1627  HISTORY     - 19930328 GOOD             MNDT
 PP1627  HISTORY     - 20040601 MARK NOT FOUND   MNDT
 PP1627
 PP1627                          STATION DESCRIPTION
 PP1627
 PP1627'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1627'5.1 MI S FROM FARIBAULT.
 PP1627'MARK IS LOCATED 5.1 MILES SOUTH OF THE SOUTH JUNCTION OF FAI 35 AND
 PP1627'T.H. 65 IN FARIBAULT, 0.4 MILES NORTH OF THE RICE - STEELE COUNTY
 PP1627'LINE, 0.1 MILES SOUTH OF A TOWNSHIP ROAD (EAST), 60 FEET WEST OF FAI
 PP1627'35 SOUTHBOUND CENTERLINE STATION 442+00, 25 FEET EAST OF FAI 35 WEST
 PP1627'FRONTAGE ROAD CENTERLINE, 1 FOOT EAST OF FAI 35 WEST RIGHT OF WAY
 PP1627'FENCE AT A BENCH MARK SIGN, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET
 PP1627'FLUSH WITH THE GROUND.  SW 1/4 SECTION 32, T 109N, R 20W.
 PP1627
 PP1627                          STATION RECOVERY (1993)
 PP1627
 PP1627'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 PP1627'THE MARK IS LOCATED 6.5 MI (10.5 KM) SOUTH OF FARIBAULT, 5.1 MI (8.2
 PP1627'KM) SOUTH ALONG FAI 35 FROM THE JCT OF FAI 35 AND AND CO RD 48 IN
 PP1627'FARIBAULT, AT FAI 35 MP 50.05, 0.4 MI (0.6 KM) NORTH OF RICE-STEELE CO
 PP1627'LINE, 63.8 FT (19.4 M) WSW OF SB FAI 35, 22.5 FT (6.9 M) ENE OF
 PP1627'FRONTAGE DR (ARLEMAN TR) , 0.7 FT (21.3 CM) ENE OF R/W FENCE, 2.3 FT
 PP1627'(0.7 M) NNW OF A WIT POST.
 PP1627
 PP1627                          STATION RECOVERY (2004)
 PP1627
 PP1627'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP1627'5.1 MILES SOUTH OF JUNCTION OF INTERSTATE HIGHWAY 35 AND COUNTY ROAD
 PP1627'48 AT FARIBAULT, AT INTERSTATE HIGHWAY 35 MILEPOINT 50.05, 0.4 MILE
 PP1627'NORTH OF RICE-STEELE COUNTY LINE, 63.8 FEET WEST-SOUTHWEST OF
 PP1627'SOUTH-BOUND INTERSTATE HIGHWAY 35 AT STATION 442+00, 0.7 FEET
 PP1627'EAST-NORTHEAST OF RIGHT OF WAY FENCE, 22.5 FEET EAST-NORTHEAST OF
 PP1627'FRONTAGE ROAD (ABLEMAN TRAIL), 2.3 FEET NORTH-NORTHWEST OF WITNESS
 PP1627'POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1626 ***********************************************************************
 PP1626  DESIGNATION -  6680 D
 PP1626  PID         -  PP1626
 PP1626  STATE/COUNTY-  MN/RICE
 PP1626  USGS QUAD   -  MEDFORD WEST (1962)
 PP1626
 PP1626                         *CURRENT SURVEY CONTROL
 PP1626  ___________________________________________________________________
 PP1626* NAD 83(1986)-  44 12 32.     (N)    093 15 49.     (W)     SCALED    
 PP1626* NAVD 88     -       330.496  (meters)    1084.30   (feet)  ADJUSTED  
 PP1626  ___________________________________________________________________
 PP1626  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 PP1626  DYNAMIC HT  -         330.455 (meters)    1084.17  (feet)  COMP
 PP1626  MODELED GRAV-     980,482.9   (mgal)                       NAVD 88
 PP1626
 PP1626  VERT ORDER  -  SECOND    CLASS 0
 PP1626
 PP1626.The horizontal coordinates were scaled from a topographic map and have
 PP1626.an estimated accuracy of +/- 6 seconds.
 PP1626
 PP1626.The orthometric height was determined by differential leveling
 PP1626.and adjusted by the National Geodetic Survey in June 1991..
 PP1626
 PP1626.The geoid height was determined by GEOID03.
 PP1626
 PP1626.The dynamic height is computed by dividing the NAVD 88
 PP1626.geopotential number by the normal gravity value computed on the
 PP1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1626.degrees latitude (g = 980.6199 gals.).
 PP1626
 PP1626.The modeled gravity was interpolated from observed gravity values.
 PP1626
 PP1626;                    North         East    Units  Estimated Accuracy
 PP1626;SPC MN S     -   234,590.      858,850.      MT  (+/- 180 meters Scaled)
 PP1626
 PP1626                          SUPERSEDED SURVEY CONTROL
 PP1626
 PP1626  NGVD 29 (??/??/92)  330.479  (m)         1084.25   (f) ADJ UNCH    2 0
 PP1626
 PP1626.Superseded values are not recommended for survey control.
 PP1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1626.See file dsdata.txt to determine how the superseded data were derived.
 PP1626
 PP1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ789951(NAD 83)
 PP1626_MARKER: DD = SURVEY DISK
 PP1626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1626_SP_SET: CULVERT
 PP1626_STAMPING: 6680-D 1970
 PP1626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1626
 PP1626  HISTORY     - Date     Condition        Report By
 PP1626  HISTORY     - 1970     MONUMENTED       MNDT
 PP1626
 PP1626                          STATION DESCRIPTION
 PP1626
 PP1626'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1626'4.5 MI S FROM FARIBAULT.
 PP1626'MARK IS LOCATED 4.5 MILES SOUTH OF THE SOUTH JUNCTION OF FAI 35 AND
 PP1626'T.H. 65 IN FARIBAULT, 1.0 MILES NORTH OF THE RICE-STEELE COUNTY LINE,
 PP1626'1.1 MILES SOUTHEAST OF THE COUNTY ROAD 15 BRIDGE OVER FAI 35, AT FAI
 PP1626'35 NORTHBOUND STATION 470+55, IN THE SOUTHEAST CORNER OF A BOX CULVERT
 PP1626'UNDER FAI 35 AT MUD CREEK.  NE 1/4 SECTION 33, T 109N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1616 ***********************************************************************
 PP1616  DESIGNATION -  6680 DA
 PP1616  PID         -  PP1616
 PP1616  STATE/COUNTY-  MN/RICE
 PP1616  USGS QUAD   -  FARIBAULT (1991)
 PP1616
 PP1616                         *CURRENT SURVEY CONTROL
 PP1616  ___________________________________________________________________
 PP1616* NAD 83(1986)-  44 16 18.     (N)    093 17 46.     (W)     SCALED    
 PP1616* NAVD 88     -       318.333  (meters)    1044.40   (feet)  ADJUSTED  
 PP1616  ___________________________________________________________________
 PP1616  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 PP1616  DYNAMIC HT  -         318.295 (meters)    1044.27  (feet)  COMP
 PP1616  MODELED GRAV-     980,491.6   (mgal)                       NAVD 88
 PP1616
 PP1616  VERT ORDER  -  SECOND    CLASS 0
 PP1616
 PP1616.The horizontal coordinates were scaled from a topographic map and have
 PP1616.an estimated accuracy of +/- 6 seconds.
 PP1616
 PP1616.The orthometric height was determined by differential leveling
 PP1616.and adjusted by the National Geodetic Survey in June 1991..
 PP1616
 PP1616.The geoid height was determined by GEOID03.
 PP1616
 PP1616.The dynamic height is computed by dividing the NAVD 88
 PP1616.geopotential number by the normal gravity value computed on the
 PP1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1616.degrees latitude (g = 980.6199 gals.).
 PP1616
 PP1616.The modeled gravity was interpolated from observed gravity values.
 PP1616
 PP1616;                    North         East    Units  Estimated Accuracy
 PP1616;SPC MN S     -   241,540.      856,190.      MT  (+/- 180 meters Scaled)
 PP1616
 PP1616                          SUPERSEDED SURVEY CONTROL
 PP1616
 PP1616  NGVD 29 (??/??/92)  318.330  (m)         1044.39   (f) ADJ UNCH    2 0
 PP1616
 PP1616.Superseded values are not recommended for survey control.
 PP1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1616.See file dsdata.txt to determine how the superseded data were derived.
 PP1616
 PP1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK763020(NAD 83)
 PP1616_MARKER: DD = SURVEY DISK
 PP1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1616_STAMPING: 6680-DA 1970
 PP1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1616+STABILITY: SURFACE MOTION
 PP1616
 PP1616  HISTORY     - Date     Condition        Report By
 PP1616  HISTORY     - 1970     MONUMENTED       MNDT
 PP1616
 PP1616                          STATION DESCRIPTION
 PP1616
 PP1616'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1616'IN FARIBAULT.
 PP1616'MARK IS LOCATED IN THE CITY OF FARIBAULT, AT THE SOUTH JUNCTION OF FAI
 PP1616'35 AND T.H. 65, 0.2 MILES NORTH OF A POWER SUB-STATION, 58 FEET EAST
 PP1616'OF T.H. 65 NORTHBOUND CENTERLINE, 87 FEET EAST OF FAI 35 NORTHBOUND
 PP1616'CENTERLINE STATION 90 + 90, 38 FEET WEST OF THE WEST RAIL OF THE
 PP1616'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 1 FOOT WEST OF A
 PP1616'STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH
 PP1616'WITH THE GROUND.  SW 1/4 SECTION 1, T 109N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1615 ***********************************************************************
 PP1615  DESIGNATION -  6680 DD
 PP1615  PID         -  PP1615
 PP1615  STATE/COUNTY-  MN/RICE
 PP1615  USGS QUAD   -  FARIBAULT (1991)
 PP1615
 PP1615                         *CURRENT SURVEY CONTROL
 PP1615  ___________________________________________________________________
 PP1615* NAD 83(1986)-  44 16 35.     (N)    093 18 11.     (W)     SCALED    
 PP1615* NAVD 88     -       312.064  (meters)    1023.83   (feet)  ADJUSTED  
 PP1615  ___________________________________________________________________
 PP1615  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 PP1615  DYNAMIC HT  -         312.028 (meters)    1023.71  (feet)  COMP
 PP1615  MODELED GRAV-     980,491.9   (mgal)                       NAVD 88
 PP1615
 PP1615  VERT ORDER  -  SECOND    CLASS 0
 PP1615
 PP1615.The horizontal coordinates were scaled from a topographic map and have
 PP1615.an estimated accuracy of +/- 6 seconds.
 PP1615
 PP1615.The orthometric height was determined by differential leveling
 PP1615.and adjusted by the National Geodetic Survey in June 1991..
 PP1615
 PP1615.The geoid height was determined by GEOID03.
 PP1615
 PP1615.The dynamic height is computed by dividing the NAVD 88
 PP1615.geopotential number by the normal gravity value computed on the
 PP1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1615.degrees latitude (g = 980.6199 gals.).
 PP1615
 PP1615.The modeled gravity was interpolated from observed gravity values.
 PP1615
 PP1615;                    North         East    Units  Estimated Accuracy
 PP1615;SPC MN S     -   242,060.      855,640.      MT  (+/- 180 meters Scaled)
 PP1615
 PP1615                          SUPERSEDED SURVEY CONTROL
 PP1615
 PP1615  NGVD 29 (??/??/92)  312.063  (m)         1023.83   (f) ADJ UNCH    2 0
 PP1615
 PP1615.Superseded values are not recommended for survey control.
 PP1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1615.See file dsdata.txt to determine how the superseded data were derived.
 PP1615
 PP1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK758026(NAD 83)
 PP1615_MARKER: DD = SURVEY DISK
 PP1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1615_STAMPING: 6680-DD 1970
 PP1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1615+STABILITY: SURFACE MOTION
 PP1615
 PP1615  HISTORY     - Date     Condition        Report By
 PP1615  HISTORY     - 1970     MONUMENTED       MNDT
 PP1615
 PP1615                          STATION DESCRIPTION
 PP1615
 PP1615'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1615'IN FARIBAULT.
 PP1615'MARK IS LOCATED IN THE CITY OF FARIBAULT, 0.5 MILES NORTHWEST OF THE
 PP1615'SOUTH JUNCTION OF FAI 35 AND T.H. 65, 133 FEET NORTHEAST OF FAI 35
 PP1615'NORTHBOUND CENTERLINE STATION 122 + 00, 135 FEET WEST OF COUNTY ROAD
 PP1615'93 (WESTERN AVE.) CENTERLINE, 75 FEET SOUTH OF A FIELD ENTRANCE WEST
 PP1615'(FROM COUNTY ROAD 93), 45 FEET NORTHWEST OF A POWER POLE, 1 FOOT
 PP1615'SOUTHWEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE
 PP1615'MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 2, T 109N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1614 ***********************************************************************
 PP1614  DESIGNATION -  6680 DE
 PP1614  PID         -  PP1614
 PP1614  STATE/COUNTY-  MN/RICE
 PP1614  USGS QUAD   -  FARIBAULT (1991)
 PP1614
 PP1614                         *CURRENT SURVEY CONTROL
 PP1614  ___________________________________________________________________
 PP1614* NAD 83(1986)-  44 17 12.     (N)    093 18 32.     (W)     SCALED    
 PP1614* NAVD 88     -       309.503  (meters)    1015.43   (feet)  ADJUSTED  
 PP1614  ___________________________________________________________________
 PP1614  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 PP1614  DYNAMIC HT  -         309.467 (meters)    1015.31  (feet)  COMP
 PP1614  MODELED GRAV-     980,492.1   (mgal)                       NAVD 88
 PP1614
 PP1614  VERT ORDER  -  SECOND    CLASS 0
 PP1614
 PP1614.The horizontal coordinates were scaled from a topographic map and have
 PP1614.an estimated accuracy of +/- 6 seconds.
 PP1614
 PP1614.The orthometric height was determined by differential leveling
 PP1614.and adjusted by the National Geodetic Survey in June 1991..
 PP1614
 PP1614.The geoid height was determined by GEOID03.
 PP1614
 PP1614.The dynamic height is computed by dividing the NAVD 88
 PP1614.geopotential number by the normal gravity value computed on the
 PP1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1614.degrees latitude (g = 980.6199 gals.).
 PP1614
 PP1614.The modeled gravity was interpolated from observed gravity values.
 PP1614
 PP1614;                    North         East    Units  Estimated Accuracy
 PP1614;SPC MN S     -   243,200.      855,160.      MT  (+/- 180 meters Scaled)
 PP1614
 PP1614                          SUPERSEDED SURVEY CONTROL
 PP1614
 PP1614  NGVD 29 (??/??/92)  309.505  (m)         1015.43   (f) ADJ UNCH    2 0
 PP1614
 PP1614.Superseded values are not recommended for survey control.
 PP1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1614.See file dsdata.txt to determine how the superseded data were derived.
 PP1614
 PP1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK753037(NAD 83)
 PP1614_MARKER: DD = SURVEY DISK
 PP1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1614_STAMPING: 6680-DE 1970
 PP1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1614+STABILITY: SURFACE MOTION
 PP1614
 PP1614  HISTORY     - Date     Condition        Report By
 PP1614  HISTORY     - 1970     MONUMENTED       MNDT
 PP1614
 PP1614                          STATION DESCRIPTION
 PP1614
 PP1614'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1614'IN FARIBAULT.
 PP1614'MARK IS LOCATED IN THE CITY OF FARIBAULT, 1.1 MILES NORTH OF THE SOUTH
 PP1614'JUNCTION OF FAI 35 AND T.H. 65, 0.4 MILES SOUTH OF T.H. 60, 0.15 MILES
 PP1614'SOUTH OF COUNTY ROAD 85, 158 FEET EAST OF FAI 35 NORTHBOUND CENTERLINE
 PP1614'STATION 155 + 20, 55 FEET WEST OF A FENCE LINE (NORTH-SOUTH) 10 FEET
 PP1614'SOUTH OF A DOUBLE POWER POLE, 1 FOOT WEST OF A STEEL WITNESS POST, IN
 PP1614'A 6 FOOT PRE-CAST CONCRETE MONUMENT, PROJECTING 1 INCH ABOVE GROUND.
 PP1614'SE 1/4 SECTION 35, T 110N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1606 ***********************************************************************
 PP1606  DESIGNATION -  6680 DG
 PP1606  PID         -  PP1606
 PP1606  STATE/COUNTY-  MN/RICE
 PP1606  USGS QUAD   -  FARIBAULT (1991)
 PP1606
 PP1606                         *CURRENT SURVEY CONTROL
 PP1606  ___________________________________________________________________
 PP1606* NAD 83(1986)-  44 17 31.     (N)    093 18 33.     (W)     SCALED    
 PP1606* NAVD 88     -       299.258  (meters)     981.82   (feet)  ADJUSTED  
 PP1606  ___________________________________________________________________
 PP1606  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 PP1606  DYNAMIC HT  -         299.223 (meters)     981.70  (feet)  COMP
 PP1606  MODELED GRAV-     980,492.0   (mgal)                       NAVD 88
 PP1606
 PP1606  VERT ORDER  -  SECOND    CLASS 0
 PP1606
 PP1606.The horizontal coordinates were scaled from a topographic map and have
 PP1606.an estimated accuracy of +/- 6 seconds.
 PP1606
 PP1606.The orthometric height was determined by differential leveling
 PP1606.and adjusted by the National Geodetic Survey in June 1991..
 PP1606
 PP1606.The geoid height was determined by GEOID03.
 PP1606
 PP1606.The dynamic height is computed by dividing the NAVD 88
 PP1606.geopotential number by the normal gravity value computed on the
 PP1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1606.degrees latitude (g = 980.6199 gals.).
 PP1606
 PP1606.The modeled gravity was interpolated from observed gravity values.
 PP1606
 PP1606;                    North         East    Units  Estimated Accuracy
 PP1606;SPC MN S     -   243,780.      855,130.      MT  (+/- 180 meters Scaled)
 PP1606
 PP1606                          SUPERSEDED SURVEY CONTROL
 PP1606
 PP1606  NGVD 29 (??/??/92)  299.260  (m)          981.82   (f) ADJ UNCH    2 0
 PP1606
 PP1606.Superseded values are not recommended for survey control.
 PP1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1606.See file dsdata.txt to determine how the superseded data were derived.
 PP1606
 PP1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK753043(NAD 83)
 PP1606_MARKER: DD = SURVEY DISK
 PP1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1606_STAMPING: 6680-DG
 PP1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1606+STABILITY: SURFACE MOTION
 PP1606
 PP1606  HISTORY     - Date     Condition        Report By
 PP1606  HISTORY     - UNK      MONUMENTED       MNDT
 PP1606  HISTORY     - 1970     GOOD             MNDT
 PP1606
 PP1606                          STATION DESCRIPTION
 PP1606
 PP1606'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1606'IN FARIBAULT.
 PP1606'MARK IS LOCATED AT THE WEST EDGE OF THE CITY OF FARIBAULT, AT THE
 PP1606'JUNCTION OF FAI 35 AND T.H. 60, (GRANT STREET NORTHWEST).  1.5 MILES
 PP1606'NORTH OF THE SOUTH JUNCTION OF FAI 35 AND T.H. 65, 260 FEET EAST OF
 PP1606'FAI 35 NORTHBOUND CENTERLINE STATION 175 + 55, 53 FEET NORTHWEST OF
 PP1606'T.H. 60 CENTERLINE, 43 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 PP1606'CHICAGO, NORTHWESTERN RAILROAD, 38 FEET EAST OF POWER LINE, 42 FEET
 PP1606'SOUTHWEST OF A TELEPHONE POLE, 1 FOOT WEST OF A STEEL WITNESS POST, IN
 PP1606'A 6 FOOT PRECAST CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.  NE 1/4
 PP1606'SECTION 35, T 110N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1608 ***********************************************************************
 PP1608  DESIGNATION -  6680 DK
 PP1608  PID         -  PP1608
 PP1608  STATE/COUNTY-  MN/RICE
 PP1608  USGS QUAD   -  FARIBAULT (1991)
 PP1608
 PP1608                         *CURRENT SURVEY CONTROL
 PP1608  ___________________________________________________________________
 PP1608* NAD 83(1986)-  44 18 02.     (N)    093 18 34.     (W)     SCALED    
 PP1608* NAVD 88     -       312.170  (meters)    1024.18   (feet)  ADJUSTED  
 PP1608  ___________________________________________________________________
 PP1608  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 PP1608  DYNAMIC HT  -         312.133 (meters)    1024.06  (feet)  COMP
 PP1608  MODELED GRAV-     980,491.6   (mgal)                       NAVD 88
 PP1608
 PP1608  VERT ORDER  -  SECOND    CLASS 0
 PP1608
 PP1608.The horizontal coordinates were scaled from a topographic map and have
 PP1608.an estimated accuracy of +/- 6 seconds.
 PP1608
 PP1608.The orthometric height was determined by differential leveling
 PP1608.and adjusted by the National Geodetic Survey in June 1991..
 PP1608
 PP1608.The geoid height was determined by GEOID03.
 PP1608
 PP1608.The dynamic height is computed by dividing the NAVD 88
 PP1608.geopotential number by the normal gravity value computed on the
 PP1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1608.degrees latitude (g = 980.6199 gals.).
 PP1608
 PP1608.The modeled gravity was interpolated from observed gravity values.
 PP1608
 PP1608;                    North         East    Units  Estimated Accuracy
 PP1608;SPC MN S     -   244,740.      855,100.      MT  (+/- 180 meters Scaled)
 PP1608
 PP1608                          SUPERSEDED SURVEY CONTROL
 PP1608
 PP1608  NGVD 29 (??/??/92)  312.169  (m)         1024.17   (f) ADJ UNCH    2 0
 PP1608
 PP1608.Superseded values are not recommended for survey control.
 PP1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1608.See file dsdata.txt to determine how the superseded data were derived.
 PP1608
 PP1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK753053(NAD 83)
 PP1608_MARKER: DD = SURVEY DISK
 PP1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1608_STAMPING: 6680-DK 1970
 PP1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1608+STABILITY: SURFACE MOTION
 PP1608
 PP1608  HISTORY     - Date     Condition        Report By
 PP1608  HISTORY     - 1970     MONUMENTED       MNDT
 PP1608
 PP1608                          STATION DESCRIPTION
 PP1608
 PP1608'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1608'IN FARIBAULT.
 PP1608'MARK IS LOCATED AT THE WEST EDGE OF THE CITY OF FARIBAULT, 0.6 MILES
 PP1608'NORTH OF THE JUNCTION OF FAI 35 AND T.H. 60 (GRANT ST. NORTHWEST)
 PP1608'ABOUT 1.0 MILE WEST OF T.H. 65, 235 FEET WEST OF FAI 35 NORTHBOUND
 PP1608'CENTERLINE STATION 205 + 60, 200 FEET NORTH OF COUNTY ROAD 11 (7TH ST.
 PP1608'NORTHWEST) CENTERLINE, 1 FOOT EAST OF A STEEL WITNESS POST, IN A 6
 PP1608'FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4
 PP1608'SECTION 26, T 110N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1611 ***********************************************************************
 PP1611  DESIGNATION -  6680 DL
 PP1611  PID         -  PP1611
 PP1611  STATE/COUNTY-  MN/RICE
 PP1611  USGS QUAD   -  FARIBAULT (1991)
 PP1611
 PP1611                         *CURRENT SURVEY CONTROL
 PP1611  ___________________________________________________________________
 PP1611* NAD 83(1986)-  44 18 30.     (N)    093 18 30.     (W)     SCALED    
 PP1611* NAVD 88     -       316.002  (meters)    1036.75   (feet)  ADJUSTED  
 PP1611  ___________________________________________________________________
 PP1611  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 PP1611  DYNAMIC HT  -         315.965 (meters)    1036.63  (feet)  COMP
 PP1611  MODELED GRAV-     980,491.1   (mgal)                       NAVD 88
 PP1611
 PP1611  VERT ORDER  -  SECOND    CLASS 0
 PP1611
 PP1611.The horizontal coordinates were scaled from a topographic map and have
 PP1611.an estimated accuracy of +/- 6 seconds.
 PP1611
 PP1611.The orthometric height was determined by differential leveling
 PP1611.and adjusted by the National Geodetic Survey in June 1991..
 PP1611
 PP1611.The geoid height was determined by GEOID03.
 PP1611
 PP1611.The dynamic height is computed by dividing the NAVD 88
 PP1611.geopotential number by the normal gravity value computed on the
 PP1611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1611.degrees latitude (g = 980.6199 gals.).
 PP1611
 PP1611.The modeled gravity was interpolated from observed gravity values.
 PP1611
 PP1611;                    North         East    Units  Estimated Accuracy
 PP1611;SPC MN S     -   245,600.      855,180.      MT  (+/- 180 meters Scaled)
 PP1611
 PP1611                          SUPERSEDED SURVEY CONTROL
 PP1611
 PP1611  NGVD 29 (??/??/92)  315.998  (m)         1036.74   (f) ADJ UNCH    2 0
 PP1611
 PP1611.Superseded values are not recommended for survey control.
 PP1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1611.See file dsdata.txt to determine how the superseded data were derived.
 PP1611
 PP1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK754061(NAD 83)
 PP1611_MARKER: DD = SURVEY DISK
 PP1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1611_STAMPING: 6680-DL 1970
 PP1611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1611+STABILITY: SURFACE MOTION
 PP1611
 PP1611  HISTORY     - Date     Condition        Report By
 PP1611  HISTORY     - 1970     MONUMENTED       MNDT
 PP1611
 PP1611                          STATION DESCRIPTION
 PP1611
 PP1611'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1611'IN FARIBAULT.
 PP1611'MARK IS LOCATED AT THE CITY OF FARIBAULT, 1.1 MILES NORTH OF THE
 PP1611'JUNCTION OF FAI 35 AND T.H. 60 (GRANT ST. NORTHWEST), 1.0 MILES WEST
 PP1611'OF T.H. 65, 210 FEET EAST OF FAI 35 NORTHBOUND CENTERLINE STATION 233
 PP1611'+ 25, 107 FEET SOUTH OF 17TH STREET NORTHWEST CENTERLINE, 3 FEET WEST
 PP1611'OF THE EAST LEG OF A DOUBLE POLE (NORTH-SOUTH POWER LINE) 1 FOOT WEST
 PP1611'OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET
 PP1611'FLUSH WITH THE GROUND.  NE 1/4 SECTION 26, T 110N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1613 ***********************************************************************
 PP1613  DESIGNATION -  6680 DM
 PP1613  PID         -  PP1613
 PP1613  STATE/COUNTY-  MN/RICE
 PP1613  USGS QUAD   -  FARIBAULT (1991)
 PP1613
 PP1613                         *CURRENT SURVEY CONTROL
 PP1613  ___________________________________________________________________
 PP1613* NAD 83(1986)-  44 18 46.     (N)    093 18 21.     (W)     SCALED    
 PP1613* NAVD 88     -       308.919  (meters)    1013.51   (feet)  ADJUSTED  
 PP1613  ___________________________________________________________________
 PP1613  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 PP1613  DYNAMIC HT  -         308.882 (meters)    1013.39  (feet)  COMP
 PP1613  MODELED GRAV-     980,490.7   (mgal)                       NAVD 88
 PP1613
 PP1613  VERT ORDER  -  SECOND    CLASS 0
 PP1613
 PP1613.The horizontal coordinates were scaled from a topographic map and have
 PP1613.an estimated accuracy of +/- 6 seconds.
 PP1613
 PP1613.The orthometric height was determined by differential leveling
 PP1613.and adjusted by the National Geodetic Survey in June 1991..
 PP1613
 PP1613.The geoid height was determined by GEOID03.
 PP1613
 PP1613.The dynamic height is computed by dividing the NAVD 88
 PP1613.geopotential number by the normal gravity value computed on the
 PP1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1613.degrees latitude (g = 980.6199 gals.).
 PP1613
 PP1613.The modeled gravity was interpolated from observed gravity values.
 PP1613
 PP1613;                    North         East    Units  Estimated Accuracy
 PP1613;SPC MN S     -   246,100.      855,380.      MT  (+/- 180 meters Scaled)
 PP1613
 PP1613                          SUPERSEDED SURVEY CONTROL
 PP1613
 PP1613  NGVD 29 (??/??/92)  308.913  (m)         1013.49   (f) ADJ UNCH    2 0
 PP1613
 PP1613.Superseded values are not recommended for survey control.
 PP1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1613.See file dsdata.txt to determine how the superseded data were derived.
 PP1613
 PP1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK756066(NAD 83)
 PP1613_MARKER: DD = SURVEY DISK
 PP1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1613_STAMPING: 6680-DM 1970
 PP1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1613+STABILITY: SURFACE MOTION
 PP1613
 PP1613  HISTORY     - Date     Condition        Report By
 PP1613  HISTORY     - 1970     MONUMENTED       MNDT
 PP1613
 PP1613                          STATION DESCRIPTION
 PP1613
 PP1613'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1613'IN FARIBAULT.
 PP1613'MARK IS LOCATED 1.6 MILES NORTH OF THE JUNCTION OF FAI 35 AND T.H. 60,
 PP1613'0.5 MILES SOUTH OF THE NORTH JUNCTION OF FAI 35 AND T.H. 65, 0.4 MILES
 PP1613'NORTH OF 17TH ST. NORTHWEST, 225 FEET WEST OF FAI 35 NORTHBOUND
 PP1613'CENTERLINE STATION 263 + 75, ABOUT 300 FEET NORTH OF EAST-WEST FENCE
 PP1613'LINE, 2 FEET EAST OF A NORTH-SOUTH FENCE LINE, 1 FOOT EAST OF A STEEL
 PP1613'WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH
 PP1613'THE GROUND.  SE 1/4 SECTION 23, T 110N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1612 ***********************************************************************
 PP1612  DESIGNATION -  6680 DN
 PP1612  PID         -  PP1612
 PP1612  STATE/COUNTY-  MN/RICE
 PP1612  USGS QUAD   -  FARIBAULT (1991)
 PP1612
 PP1612                         *CURRENT SURVEY CONTROL
 PP1612  ___________________________________________________________________
 PP1612* NAD 83(1986)-  44 19 00.     (N)    093 18 10.     (W)     SCALED    
 PP1612* NAVD 88     -       310.122  (meters)    1017.46   (feet)  ADJUSTED  
 PP1612  ___________________________________________________________________
 PP1612  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 PP1612  DYNAMIC HT  -         310.086 (meters)    1017.34  (feet)  COMP
 PP1612  MODELED GRAV-     980,490.3   (mgal)                       NAVD 88
 PP1612
 PP1612  VERT ORDER  -  SECOND    CLASS 0
 PP1612
 PP1612.The horizontal coordinates were scaled from a topographic map and have
 PP1612.an estimated accuracy of +/- 6 seconds.
 PP1612
 PP1612.The orthometric height was determined by differential leveling
 PP1612.and adjusted by the National Geodetic Survey in June 1991..
 PP1612
 PP1612.The geoid height was determined by GEOID03.
 PP1612
 PP1612.The dynamic height is computed by dividing the NAVD 88
 PP1612.geopotential number by the normal gravity value computed on the
 PP1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1612.degrees latitude (g = 980.6199 gals.).
 PP1612
 PP1612.The modeled gravity was interpolated from observed gravity values.
 PP1612
 PP1612;                    North         East    Units  Estimated Accuracy
 PP1612;SPC MN S     -   246,530.      855,620.      MT  (+/- 180 meters Scaled)
 PP1612
 PP1612                          SUPERSEDED SURVEY CONTROL
 PP1612
 PP1612  NGVD 29 (??/??/92)  310.116  (m)         1017.44   (f) ADJ UNCH    2 0
 PP1612
 PP1612.Superseded values are not recommended for survey control.
 PP1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1612.See file dsdata.txt to determine how the superseded data were derived.
 PP1612
 PP1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK758070(NAD 83)
 PP1612_MARKER: DD = SURVEY DISK
 PP1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1612_STAMPING: 6680-DN 1970
 PP1612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1612+STABILITY: SURFACE MOTION
 PP1612
 PP1612  HISTORY     - Date     Condition        Report By
 PP1612  HISTORY     - 1970     MONUMENTED       MNDT
 PP1612
 PP1612                          STATION DESCRIPTION
 PP1612
 PP1612'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1612'IN FARIBAULT.
 PP1612'MARK IS LOCATED 0.3 MILES SOUTH OF THE NORTH JUNCTION OF FAI 35 AND
 PP1612'T.H. 65 IN THE CITY OF FARIBAULT, 130 FEET EAST OF FAI 35 NORTHBOUND
 PP1612'CENTERLINE STATION 277 + 00, 50 FEET WEST OF WESTERN AVE. CENTERLINE,
 PP1612'25 FEET NORTH OF A FARM ENTRANCE WEST CENTERLINE, 1 FOOT NORTH OF A
 PP1612'STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH
 PP1612'WITH THE GROUND.  NW 1/4 SECTION 24, T 110N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1601 ***********************************************************************
 PP1601  DESIGNATION -  6680 DQ
 PP1601  PID         -  PP1601
 PP1601  STATE/COUNTY-  MN/RICE
 PP1601  USGS QUAD   -  FARIBAULT (1991)
 PP1601
 PP1601                         *CURRENT SURVEY CONTROL
 PP1601  ___________________________________________________________________
 PP1601* NAD 83(1986)-  44 19 20.     (N)    093 18 04.     (W)     SCALED    
 PP1601* NAVD 88     -       314.612  (meters)    1032.19   (feet)  ADJUSTED  
 PP1601  ___________________________________________________________________
 PP1601  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 PP1601  DYNAMIC HT  -         314.575 (meters)    1032.07  (feet)  COMP
 PP1601  MODELED GRAV-     980,489.7   (mgal)                       NAVD 88
 PP1601
 PP1601  VERT ORDER  -  SECOND    CLASS 0
 PP1601
 PP1601.The horizontal coordinates were scaled from a topographic map and have
 PP1601.an estimated accuracy of +/- 6 seconds.
 PP1601
 PP1601.The orthometric height was determined by differential leveling
 PP1601.and adjusted by the National Geodetic Survey in June 1991..
 PP1601
 PP1601.The geoid height was determined by GEOID03.
 PP1601
 PP1601.The dynamic height is computed by dividing the NAVD 88
 PP1601.geopotential number by the normal gravity value computed on the
 PP1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1601.degrees latitude (g = 980.6199 gals.).
 PP1601
 PP1601.The modeled gravity was interpolated from observed gravity values.
 PP1601
 PP1601;                    North         East    Units  Estimated Accuracy
 PP1601;SPC MN S     -   247,150.      855,750.      MT  (+/- 180 meters Scaled)
 PP1601
 PP1601                          SUPERSEDED SURVEY CONTROL
 PP1601
 PP1601  NGVD 29 (??/??/92)  314.616  (m)         1032.20   (f) ADJ UNCH    2 0
 PP1601
 PP1601.Superseded values are not recommended for survey control.
 PP1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1601.See file dsdata.txt to determine how the superseded data were derived.
 PP1601
 PP1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK759077(NAD 83)
 PP1601_MARKER: DD = SURVEY DISK
 PP1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1601_STAMPING: 6680-DQ 1970
 PP1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1601+STABILITY: SURFACE MOTION
 PP1601
 PP1601  HISTORY     - Date     Condition        Report By
 PP1601  HISTORY     - 1970     MONUMENTED       MNDT
 PP1601
 PP1601                          STATION DESCRIPTION
 PP1601
 PP1601'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1601'IN FARIBAULT.
 PP1601'MARK IS LOCATED AT THE NORTHWEST EDGE OF FARIBAULT, AT THE JUNCTION OF
 PP1601'FAI 35, TH 65 AND TH 21, 400 FEET NORTHEAST OF TH 21, 275 FEET SOUTH
 PP1601'OF A DEAD-END ROAD, 183 FEET WEST OF FAI 35 NORTHBOUND CENTERLINE
 PP1601'STATION 292 + 00, 2 FEET EAST OF THE WEST RIGHT OF WAY FENCE, 1 FOOT
 PP1601'EAST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP1601'SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 24, T 110N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1600 ***********************************************************************
 PP1600  DESIGNATION -  6680 DR
 PP1600  PID         -  PP1600
 PP1600  STATE/COUNTY-  MN/RICE
 PP1600  USGS QUAD   -  FARIBAULT (1991)
 PP1600
 PP1600                         *CURRENT SURVEY CONTROL
 PP1600  ___________________________________________________________________
 PP1600* NAD 83(1986)-  44 19 25.     (N)    093 17 39.     (W)     SCALED    
 PP1600* NAVD 88     -       308.070  (meters)    1010.73   (feet)  ADJUSTED  
 PP1600  ___________________________________________________________________
 PP1600  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 PP1600  DYNAMIC HT  -         308.033 (meters)    1010.60  (feet)  COMP
 PP1600  MODELED GRAV-     980,489.2   (mgal)                       NAVD 88
 PP1600
 PP1600  VERT ORDER  -  SECOND    CLASS 0
 PP1600
 PP1600.The horizontal coordinates were scaled from a topographic map and have
 PP1600.an estimated accuracy of +/- 6 seconds.
 PP1600
 PP1600.The orthometric height was determined by differential leveling
 PP1600.and adjusted by the National Geodetic Survey in June 1991..
 PP1600
 PP1600.The geoid height was determined by GEOID03.
 PP1600
 PP1600.The dynamic height is computed by dividing the NAVD 88
 PP1600.geopotential number by the normal gravity value computed on the
 PP1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1600.degrees latitude (g = 980.6199 gals.).
 PP1600
 PP1600.The modeled gravity was interpolated from observed gravity values.
 PP1600
 PP1600;                    North         East    Units  Estimated Accuracy
 PP1600;SPC MN S     -   247,310.      856,300.      MT  (+/- 180 meters Scaled)
 PP1600
 PP1600                          SUPERSEDED SURVEY CONTROL
 PP1600
 PP1600  NGVD 29 (??/??/92)  308.073  (m)         1010.74   (f) ADJ UNCH    2 0
 PP1600
 PP1600.Superseded values are not recommended for survey control.
 PP1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1600.See file dsdata.txt to determine how the superseded data were derived.
 PP1600
 PP1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK765078(NAD 83)
 PP1600_MARKER: DD = SURVEY DISK
 PP1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1600_STAMPING: 6680-DR 1970
 PP1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1600+STABILITY: SURFACE MOTION
 PP1600
 PP1600  HISTORY     - Date     Condition        Report By
 PP1600  HISTORY     - 1970     MONUMENTED       MNDT
 PP1600
 PP1600                          STATION DESCRIPTION
 PP1600
 PP1600'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1600'0.2 MI N FROM FARIBAULT.
 PP1600'MARK IS LOCATED 0.2 MILES NORTH OF THE JUNCTION OF FAI 35 AND TH 65 AT
 PP1600'FARIBAULT, 3.3 MILES SOUTH OF COUNTY ROAD 9, 98 FEET EAST OF FAI 35
 PP1600'NORTHBOUND CENTERLINE STATION 309 + 00, 45 FEET SOUTHEAST OF TWO 36
 PP1600'INCH ELM TREES, 1 FOOT WEST OF THE EAST RIGHT OF WAY FENCE, 1 FOOT
 PP1600'WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP1600'SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 24, T 110N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1599 ***********************************************************************
 PP1599  DESIGNATION -  6680 DS
 PP1599  PID         -  PP1599
 PP1599  STATE/COUNTY-  MN/RICE
 PP1599  USGS QUAD   -  FARIBAULT (1991)
 PP1599
 PP1599                         *CURRENT SURVEY CONTROL
 PP1599  ___________________________________________________________________
 PP1599* NAD 83(1986)-  44 19 44.     (N)    093 17 31.     (W)     SCALED    
 PP1599* NAVD 88     -       308.995  (meters)    1013.76   (feet)  ADJUSTED  
 PP1599  ___________________________________________________________________
 PP1599  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 PP1599  DYNAMIC HT  -         308.958 (meters)    1013.64  (feet)  COMP
 PP1599  MODELED GRAV-     980,488.5   (mgal)                       NAVD 88
 PP1599
 PP1599  VERT ORDER  -  SECOND    CLASS 0
 PP1599
 PP1599.The horizontal coordinates were scaled from a topographic map and have
 PP1599.an estimated accuracy of +/- 6 seconds.
 PP1599
 PP1599.The orthometric height was determined by differential leveling
 PP1599.and adjusted by the National Geodetic Survey in June 1991..
 PP1599
 PP1599.The geoid height was determined by GEOID03.
 PP1599
 PP1599.The dynamic height is computed by dividing the NAVD 88
 PP1599.geopotential number by the normal gravity value computed on the
 PP1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1599.degrees latitude (g = 980.6199 gals.).
 PP1599
 PP1599.The modeled gravity was interpolated from observed gravity values.
 PP1599
 PP1599;                    North         East    Units  Estimated Accuracy
 PP1599;SPC MN S     -   247,900.      856,470.      MT  (+/- 180 meters Scaled)
 PP1599
 PP1599                          SUPERSEDED SURVEY CONTROL
 PP1599
 PP1599  NGVD 29 (??/??/92)  308.996  (m)         1013.76   (f) ADJ UNCH    2 0
 PP1599
 PP1599.Superseded values are not recommended for survey control.
 PP1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1599.See file dsdata.txt to determine how the superseded data were derived.
 PP1599
 PP1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK767084(NAD 83)
 PP1599_MARKER: DD = SURVEY DISK
 PP1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1599_STAMPING: 6680-DS 1970
 PP1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1599+STABILITY: SURFACE MOTION
 PP1599
 PP1599  HISTORY     - Date     Condition        Report By
 PP1599  HISTORY     - 1970     MONUMENTED       MNDT
 PP1599
 PP1599                          STATION DESCRIPTION
 PP1599
 PP1599'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1599'0.9 MI N FROM FARIBAULT.
 PP1599'MARK IS LOCATED 0.9 MILES NORTH OF THE JUNCTION OF FAI 35 AND TH 65 AT
 PP1599'FARIBAULT, 2.7 MILES SOUTH OF COUNTY ROAD 9, 128 FEET NORTH OF A
 PP1599'DOUBLE-POWER POLE, 126 FEET EAST OF FAI 35 NORTHBOUND CENTERLINE
 PP1599'STATION 327 + 00, 10 FEET SOUTH OF A RIGHT OF WAY MARKER, 2 FEET WEST
 PP1599'OF THE EAST RIGHT OF WAY FENCE, 1 FOOT WEST OF A STEEL WITNESS POST,
 PP1599'IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET 4 INCHES BELOW GROUND.  SE
 PP1599'1/4 SECTION 13, T 110N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1597 ***********************************************************************
 PP1597  DESIGNATION -  6680 DT
 PP1597  PID         -  PP1597
 PP1597  STATE/COUNTY-  MN/RICE
 PP1597  USGS QUAD   -  FARIBAULT (1991)
 PP1597
 PP1597                         *CURRENT SURVEY CONTROL
 PP1597  ___________________________________________________________________
 PP1597* NAD 83(1986)-  44 20 38.     (N)    093 17 29.     (W)     SCALED    
 PP1597* NAVD 88     -       316.483  (meters)    1038.33   (feet)  ADJUSTED  
 PP1597  ___________________________________________________________________
 PP1597  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 PP1597  DYNAMIC HT  -         316.444 (meters)    1038.20  (feet)  COMP
 PP1597  MODELED GRAV-     980,486.7   (mgal)                       NAVD 88
 PP1597
 PP1597  VERT ORDER  -  SECOND    CLASS 0
 PP1597
 PP1597.The horizontal coordinates were scaled from a topographic map and have
 PP1597.an estimated accuracy of +/- 6 seconds.
 PP1597
 PP1597.The orthometric height was determined by differential leveling
 PP1597.and adjusted by the National Geodetic Survey in June 1991..
 PP1597
 PP1597.The geoid height was determined by GEOID03.
 PP1597
 PP1597.The dynamic height is computed by dividing the NAVD 88
 PP1597.geopotential number by the normal gravity value computed on the
 PP1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1597.degrees latitude (g = 980.6199 gals.).
 PP1597
 PP1597.The modeled gravity was interpolated from observed gravity values.
 PP1597
 PP1597;                    North         East    Units  Estimated Accuracy
 PP1597;SPC MN S     -   249,570.      856,500.      MT  (+/- 180 meters Scaled)
 PP1597
 PP1597                          SUPERSEDED SURVEY CONTROL
 PP1597
 PP1597  NGVD 29 (??/??/92)  316.479  (m)         1038.31   (f) ADJ UNCH    2 0
 PP1597
 PP1597.Superseded values are not recommended for survey control.
 PP1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1597.See file dsdata.txt to determine how the superseded data were derived.
 PP1597
 PP1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK767101(NAD 83)
 PP1597_MARKER: DD = SURVEY DISK
 PP1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1597_STAMPING: 6680-DT 1970
 PP1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1597+STABILITY: SURFACE MOTION
 PP1597
 PP1597  HISTORY     - Date     Condition        Report By
 PP1597  HISTORY     - 1970     MONUMENTED       MNDT
 PP1597
 PP1597                          STATION DESCRIPTION
 PP1597
 PP1597'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1597'1.8 MI N FROM FARIBAULT.
 PP1597'MARK IS LOCATED 1.8 MILES NORTH OF THE JUNCTION OF FAI 35 AND TH 65,
 PP1597'AT FARIBAULT, 1.8 MILES SOUTH OF COUNTY ROAD 9, 0.2 MILES NORTH OF A
 PP1597'TOWNSHIP ROAD (DEADEND), 300 FEET SOUTH OF AN ADVERTISING SIGN (CROSS
 PP1597'KEYS MOTEL), 164 FEET EAST OF FAI 35 NORTHBOUND CENTERLINE STATION 382
 PP1597'+ 00, 2 FEET WEST OF THE EAST RIGHT OF WAY FENCE, 1 FOOT WEST OF A
 PP1597'STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH
 PP1597'WITH THE GROUND.  SE 1/4 SECTION 12, T 110N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1593 ***********************************************************************
 PP1593  DESIGNATION -  6680 DU
 PP1593  PID         -  PP1593
 PP1593  STATE/COUNTY-  MN/RICE
 PP1593  USGS QUAD   -  FARIBAULT (1991)
 PP1593
 PP1593                         *CURRENT SURVEY CONTROL
 PP1593  ___________________________________________________________________
 PP1593* NAD 83(1986)-  44 20 58.     (N)    093 17 30.     (W)     SCALED    
 PP1593* NAVD 88     -       317.450  (meters)    1041.50   (feet)  ADJUSTED  
 PP1593  ___________________________________________________________________
 PP1593  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 PP1593  DYNAMIC HT  -         317.411 (meters)    1041.37  (feet)  COMP
 PP1593  MODELED GRAV-     980,486.1   (mgal)                       NAVD 88
 PP1593
 PP1593  VERT ORDER  -  SECOND    CLASS 0
 PP1593
 PP1593.The horizontal coordinates were scaled from a topographic map and have
 PP1593.an estimated accuracy of +/- 6 seconds.
 PP1593
 PP1593.The orthometric height was determined by differential leveling
 PP1593.and adjusted by the National Geodetic Survey in June 1991..
 PP1593
 PP1593.The geoid height was determined by GEOID03.
 PP1593
 PP1593.The dynamic height is computed by dividing the NAVD 88
 PP1593.geopotential number by the normal gravity value computed on the
 PP1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1593.degrees latitude (g = 980.6199 gals.).
 PP1593
 PP1593.The modeled gravity was interpolated from observed gravity values.
 PP1593
 PP1593;                    North         East    Units  Estimated Accuracy
 PP1593;SPC MN S     -   250,180.      856,470.      MT  (+/- 180 meters Scaled)
 PP1593
 PP1593                          SUPERSEDED SURVEY CONTROL
 PP1593
 PP1593  NGVD 29 (??/??/92)  317.445  (m)         1041.48   (f) ADJ UNCH    2 0
 PP1593
 PP1593.Superseded values are not recommended for survey control.
 PP1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1593.See file dsdata.txt to determine how the superseded data were derived.
 PP1593
 PP1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK767107(NAD 83)
 PP1593_MARKER: DD = SURVEY DISK
 PP1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1593_STAMPING: 6680-DU 1970
 PP1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1593+STABILITY: SURFACE MOTION
 PP1593
 PP1593  HISTORY     - Date     Condition        Report By
 PP1593  HISTORY     - 1970     MONUMENTED       MNDT
 PP1593
 PP1593                          STATION DESCRIPTION
 PP1593
 PP1593'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1593'2.1 MI N FROM FARIBAULT.
 PP1593'MARK IS LOCATED 2.1 MILES NORTH OF THE JUNCTION OF FAI 35 AND TH 65 AT
 PP1593'FARIBAULT, 1.4 MILES SOUTH OF COUNTY ROAD 9, AT THE SOUTH END OF A
 PP1593'LARGE FILL, AND THE NORTH END OF A LARGE CUT, 164 FEET EAST OF FAI 35
 PP1593'NORTHBOUND CENTERLINE STATION 402 + 37, 2 FEET WEST OF THE EAST RIGHT
 PP1593'OF WAY FENCE, 2 FEET SOUTHWEST OF A STEEL WITNESS POST, IN THE TOP OF
 PP1593'A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4
 PP1593'SECTION 12, T 110N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1592 ***********************************************************************
 PP1592  DESIGNATION -  6680 DU 1
 PP1592  PID         -  PP1592
 PP1592  STATE/COUNTY-  MN/RICE
 PP1592  USGS QUAD   -  FARIBAULT (1991)
 PP1592
 PP1592                         *CURRENT SURVEY CONTROL
 PP1592  ___________________________________________________________________
 PP1592* NAD 83(1986)-  44 21 25.     (N)    093 17 29.     (W)     SCALED    
 PP1592* NAVD 88     -       312.174  (meters)    1024.19   (feet)  ADJUSTED  
 PP1592  ___________________________________________________________________
 PP1592  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 PP1592  DYNAMIC HT  -         312.136 (meters)    1024.07  (feet)  COMP
 PP1592  MODELED GRAV-     980,485.5   (mgal)                       NAVD 88
 PP1592
 PP1592  VERT ORDER  -  SECOND    CLASS 0
 PP1592
 PP1592.The horizontal coordinates were scaled from a topographic map and have
 PP1592.an estimated accuracy of +/- 6 seconds.
 PP1592
 PP1592.The orthometric height was determined by differential leveling
 PP1592.and adjusted by the National Geodetic Survey in June 1991..
 PP1592
 PP1592.The geoid height was determined by GEOID03.
 PP1592
 PP1592.The dynamic height is computed by dividing the NAVD 88
 PP1592.geopotential number by the normal gravity value computed on the
 PP1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1592.degrees latitude (g = 980.6199 gals.).
 PP1592
 PP1592.The modeled gravity was interpolated from observed gravity values.
 PP1592
 PP1592;                    North         East    Units  Estimated Accuracy
 PP1592;SPC MN S     -   251,020.      856,490.      MT  (+/- 180 meters Scaled)
 PP1592
 PP1592                          SUPERSEDED SURVEY CONTROL
 PP1592
 PP1592  NGVD 29 (??/??/92)  312.168  (m)         1024.17   (f) ADJ UNCH    2 0
 PP1592
 PP1592.Superseded values are not recommended for survey control.
 PP1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1592.See file dsdata.txt to determine how the superseded data were derived.
 PP1592
 PP1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK767115(NAD 83)
 PP1592_MARKER: DD = SURVEY DISK
 PP1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1592_STAMPING: 6680-DU1 1970
 PP1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1592+STABILITY: SURFACE MOTION
 PP1592
 PP1592  HISTORY     - Date     Condition        Report By
 PP1592  HISTORY     - 1970     MONUMENTED       MNDT
 PP1592
 PP1592                          STATION DESCRIPTION
 PP1592
 PP1592'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1592'2.5 MI N FROM FARIBAULT.
 PP1592'MARK IS LOCATED 2.5 MILES NORTH OF THE JUNCTION OF FAI 35 AND T.H. 65
 PP1592'AT FARIBAULT, 0.9 MILES SOUTH OF COUNTY ROAD 9, 0.1 MILES NORTH OF A
 PP1592'TOWNSHIP ROAD (DEAD-END), 134 FEET EAST OF FAI 35 NORTHBOUND
 PP1592'CENTERLINE STATION 430 + 00, 2 FEET WEST OF THE EAST RIGHT OF WAY
 PP1592'FENCE, 2 FEET NORTHWEST OF A STEEL WITNESS POST, IN THE TOP OF A 6
 PP1592'FOOT PRE-CAST CONCRETE MONUMENT SET 2 INCHES ABOVE GROUND.  SE 1/4
 PP1592'SECTION 1, T 110N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1591 ***********************************************************************
 PP1591  DESIGNATION -  6680 DV
 PP1591  PID         -  PP1591
 PP1591  STATE/COUNTY-  MN/RICE
 PP1591  USGS QUAD   -  FARIBAULT (1991)
 PP1591
 PP1591                         *CURRENT SURVEY CONTROL
 PP1591  ___________________________________________________________________
 PP1591* NAD 83(1986)-  44 21 46.     (N)    093 17 29.     (W)     SCALED    
 PP1591* NAVD 88     -       315.458  (meters)    1034.97   (feet)  ADJUSTED  
 PP1591  ___________________________________________________________________
 PP1591  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 PP1591  DYNAMIC HT  -         315.419 (meters)    1034.84  (feet)  COMP
 PP1591  MODELED GRAV-     980,485.1   (mgal)                       NAVD 88
 PP1591
 PP1591  VERT ORDER  -  SECOND    CLASS 0
 PP1591
 PP1591.The horizontal coordinates were scaled from a topographic map and have
 PP1591.an estimated accuracy of +/- 6 seconds.
 PP1591
 PP1591.The orthometric height was determined by differential leveling
 PP1591.and adjusted by the National Geodetic Survey in June 1991..
 PP1591
 PP1591.The geoid height was determined by GEOID03.
 PP1591
 PP1591.The dynamic height is computed by dividing the NAVD 88
 PP1591.geopotential number by the normal gravity value computed on the
 PP1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1591.degrees latitude (g = 980.6199 gals.).
 PP1591
 PP1591.The modeled gravity was interpolated from observed gravity values.
 PP1591
 PP1591;                    North         East    Units  Estimated Accuracy
 PP1591;SPC MN S     -   251,670.      856,480.      MT  (+/- 180 meters Scaled)
 PP1591
 PP1591                          SUPERSEDED SURVEY CONTROL
 PP1591
 PP1591  NGVD 29 (??/??/92)  315.450  (m)         1034.94   (f) ADJ UNCH    2 0
 PP1591
 PP1591.Superseded values are not recommended for survey control.
 PP1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1591.See file dsdata.txt to determine how the superseded data were derived.
 PP1591
 PP1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK767122(NAD 83)
 PP1591_MARKER: DD = SURVEY DISK
 PP1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1591_STAMPING: 6680-DV 1970
 PP1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1591+STABILITY: SURFACE MOTION
 PP1591
 PP1591  HISTORY     - Date     Condition        Report By
 PP1591  HISTORY     - 1970     MONUMENTED       MNDT
 PP1591
 PP1591                          STATION DESCRIPTION
 PP1591
 PP1591'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1591'3.3 MI N FROM FARIBAULT.
 PP1591'MARK IS LOCATED ABOUT 3.3 MILES NORTH OF THE JUNCTION OF FAI 35 AND
 PP1591'T.H. 65, 0.4 MILES SOUTH OF COUNTY ROAD 9, 134 FEET EAST OF FAI 35
 PP1591'NORTHBOUND CENTERLINE STATION 451 + 15, 30 FEET SOUTH OF A DOUBLE
 PP1591'POWER POLE, 3 FEET WEST OF THE EAST RIGHT OF WAY FENCE, 1 FOOT WEST OF
 PP1591'A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE
 PP1591'MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 1, T 110N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1590 ***********************************************************************
 PP1590  DESIGNATION -  6680 DW
 PP1590  PID         -  PP1590
 PP1590  STATE/COUNTY-  MN/RICE
 PP1590  USGS QUAD   -  FARIBAULT (1991)
 PP1590
 PP1590                         *CURRENT SURVEY CONTROL
 PP1590  ___________________________________________________________________
 PP1590* NAD 83(1986)-  44 22 14.     (N)    093 17 28.     (W)     SCALED    
 PP1590* NAVD 88     -       320.144  (meters)    1050.34   (feet)  ADJUSTED  
 PP1590  ___________________________________________________________________
 PP1590  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 PP1590  DYNAMIC HT  -         320.104 (meters)    1050.21  (feet)  COMP
 PP1590  MODELED GRAV-     980,484.7   (mgal)                       NAVD 88
 PP1590
 PP1590  VERT ORDER  -  SECOND    CLASS 0
 PP1590
 PP1590.The horizontal coordinates were scaled from a topographic map and have
 PP1590.an estimated accuracy of +/- 6 seconds.
 PP1590
 PP1590.The orthometric height was determined by differential leveling
 PP1590.and adjusted by the National Geodetic Survey in June 1991..
 PP1590
 PP1590.The geoid height was determined by GEOID03.
 PP1590
 PP1590.The dynamic height is computed by dividing the NAVD 88
 PP1590.geopotential number by the normal gravity value computed on the
 PP1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1590.degrees latitude (g = 980.6199 gals.).
 PP1590
 PP1590.The modeled gravity was interpolated from observed gravity values.
 PP1590
 PP1590;                    North         East    Units  Estimated Accuracy
 PP1590;SPC MN S     -   252,530.      856,500.      MT  (+/- 180 meters Scaled)
 PP1590
 PP1590                          SUPERSEDED SURVEY CONTROL
 PP1590
 PP1590  NGVD 29 (??/??/92)  320.135  (m)         1050.31   (f) ADJ UNCH    2 0
 PP1590
 PP1590.Superseded values are not recommended for survey control.
 PP1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1590.See file dsdata.txt to determine how the superseded data were derived.
 PP1590
 PP1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK768130(NAD 83)
 PP1590_MARKER: DB = BENCH MARK DISK
 PP1590_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1590_SP_SET: BRIDGE
 PP1590_STAMPING: 6680 DW 1970
 PP1590_MARK LOGO: MNDT  
 PP1590_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1590
 PP1590  HISTORY     - Date     Condition        Report By
 PP1590  HISTORY     - 1970     MONUMENTED       MNDT
 PP1590  HISTORY     - 1986     GOOD             USPSQD
 PP1590  HISTORY     - 1988     GOOD             MNDT
 PP1590
 PP1590                          STATION DESCRIPTION
 PP1590
 PP1590'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1590'3.5 MI N FROM FARIBAULT.
 PP1590'MARK IS LOCATED ABOUT 3.5 MILES NORTH OF THE JUNCTION OF FAI 35 AND
 PP1590'T.H. 65 IN THE SOUTHEAST CORNER OF BRIDGE NO. 66819, COUNTY ROAD 9
 PP1590'OVER FAI 35.  NE 1/4 SECTION 1, T 110N, R 21W.
 PP1590
 PP1590                          STATION RECOVERY (1986)
 PP1590
 PP1590'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1590'RECOVERED IN GOOD CONDITION.
 PP1590
 PP1590                          STATION RECOVERY (1988)
 PP1590
 PP1590'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP1590'THE MARK IS LOCATED 3.5 MILES NORTH ALONG INTERSTATE HIGHWAY 35 FROM
 PP1590'ITS JUNCTION WITH TRUNK HIGHWAY 21 AT THE NORTH EDGE OF THE CITY OF
 PP1590'FARIBAULT, IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 66819 (COUNTY ROAD
 PP1590'9 OVER INTERSTATE HIGHWAY 35) AND IN THE  NE 1/4 SECTION 1, T111N,
 PP1590'R21W.  THE MARK IS 18.5 FEET SOUTH OF AND ABOUT 0.7 FOOT HIGHER THAN
 PP1590'THE CENTERLINE OF COUNTY ROAD 9, AT INTERSTATE HIGHWAY 35 MILEPOINT
 PP1590'62.65.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---6680 DW
 PP1590'1988---, IS SET IN THE TOP OF THE SOUTHEAST CORNER OF THE BRIDGE
 PP1590'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1588 ***********************************************************************
 PP1588  DESIGNATION -  6680 DX
 PP1588  PID         -  PP1588
 PP1588  STATE/COUNTY-  MN/RICE
 PP1588  USGS QUAD   -  FARIBAULT (1991)
 PP1588
 PP1588                         *CURRENT SURVEY CONTROL
 PP1588  ___________________________________________________________________
 PP1588* NAD 83(1986)-  44 22 27.     (N)    093 17 21.     (W)     SCALED    
 PP1588* NAVD 88     -       327.550  (meters)    1074.64   (feet)  ADJUSTED  
 PP1588  ___________________________________________________________________
 PP1588  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 PP1588  DYNAMIC HT  -         327.510 (meters)    1074.51  (feet)  COMP
 PP1588  MODELED GRAV-     980,484.3   (mgal)                       NAVD 88
 PP1588
 PP1588  VERT ORDER  -  SECOND    CLASS 0
 PP1588
 PP1588.The horizontal coordinates were scaled from a topographic map and have
 PP1588.an estimated accuracy of +/- 6 seconds.
 PP1588
 PP1588.The orthometric height was determined by differential leveling
 PP1588.and adjusted by the National Geodetic Survey in June 1991..
 PP1588
 PP1588.The geoid height was determined by GEOID03.
 PP1588
 PP1588.The dynamic height is computed by dividing the NAVD 88
 PP1588.geopotential number by the normal gravity value computed on the
 PP1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1588.degrees latitude (g = 980.6199 gals.).
 PP1588
 PP1588.The modeled gravity was interpolated from observed gravity values.
 PP1588
 PP1588;                    North         East    Units  Estimated Accuracy
 PP1588;SPC MN S     -   252,930.      856,650.      MT  (+/- 180 meters Scaled)
 PP1588
 PP1588                          SUPERSEDED SURVEY CONTROL
 PP1588
 PP1588  NGVD 29 (??/??/92)  327.540  (m)         1074.60   (f) ADJ UNCH    2 0
 PP1588
 PP1588.Superseded values are not recommended for survey control.
 PP1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1588.See file dsdata.txt to determine how the superseded data were derived.
 PP1588
 PP1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK769134(NAD 83)
 PP1588_MARKER: DB = BENCH MARK DISK
 PP1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1588_STAMPING: 6680 DX 1970
 PP1588_MARK LOGO: MNDT  
 PP1588_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1588+STABILITY: SURFACE MOTION
 PP1588
 PP1588  HISTORY     - Date     Condition        Report By
 PP1588  HISTORY     - 1970     MONUMENTED       MNDT
 PP1588  HISTORY     - 1988     GOOD             MNDT
 PP1588
 PP1588                          STATION DESCRIPTION
 PP1588
 PP1588'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1588'3.8 MI N FROM FARIBAULT.
 PP1588'MARK IS LOCATED 3.8 MILES NORTH OF THE JUNCTION OF FAI 35 AND T.H. 65
 PP1588'AT FARIBAULT, 0.4 MILES NORTH OF COUNTY ROAD 9, 400 FEET SOUTH OF A
 PP1588'TOWNSHIP ROAD (DEAD-END) 98 FEET EAST OF FAI 35 NORTHBOUND STATION 503
 PP1588'+ 00 ON THE WEST EDGE OF A WOODS, 1 FOOT WEST OF A STEEL WITNESS POST,
 PP1588'IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. SW
 PP1588'1/4 SECTION 36, T 111N, R 21W.
 PP1588
 PP1588                          STATION RECOVERY (1988)
 PP1588
 PP1588'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP1588'THE MARK IS LOCATED 3.8 MILES NORTH ALONG INTERSTATE HIGHWAY 35 FROM
 PP1588'ITS JUNCTION WITH TRUNK HIGHWAY 21 AT THE NORTH EDGE OF THE CITY OF
 PP1588'FARIBAULT, ABOUT 0.4 MILE NORTH OF COUNTY ROAD 9 AND IN THE SW 1/4 OF
 PP1588'SECTION 36, T111N, R21W.  THE MARK IS 98 FEET EAST OF AND ABOUT 1 FOOT
 PP1588'HIGHER THAN THE CENTERLINE OF NORTHBOUND INTERSTATE HIGHWAY 35 AT
 PP1588'ENGINEERING STATION 503+00, ABOUT 400 FEET SOUTH OF AN ABANDONED
 PP1588'TOWNSHIP ROAD, ABOUT 2 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE AND
 PP1588'1.0 FOOT WEST OF STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH
 PP1588'MARK DISK STAMPED---6680 DX 1970---, IS SET IN THE TOP OF A MAGNETIC
 PP1588'PRECAST CONCRETE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE
 PP1588'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1587 ***********************************************************************
 PP1587  DESIGNATION -  6680 DY
 PP1587  PID         -  PP1587
 PP1587  STATE/COUNTY-  MN/RICE
 PP1587  USGS QUAD   -  LITTLE CHICAGO (1960)
 PP1587
 PP1587                         *CURRENT SURVEY CONTROL
 PP1587  ___________________________________________________________________
 PP1587* NAD 83(1986)-  44 22 52.     (N)    093 17 03.     (W)     SCALED    
 PP1587* NAVD 88     -       322.522  (meters)    1058.14   (feet)  ADJUSTED  
 PP1587  ___________________________________________________________________
 PP1587  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 PP1587  DYNAMIC HT  -         322.482 (meters)    1058.01  (feet)  COMP
 PP1587  MODELED GRAV-     980,483.7   (mgal)                       NAVD 88
 PP1587
 PP1587  VERT ORDER  -  SECOND    CLASS 0
 PP1587
 PP1587.The horizontal coordinates were scaled from a topographic map and have
 PP1587.an estimated accuracy of +/- 6 seconds.
 PP1587
 PP1587.The orthometric height was determined by differential leveling
 PP1587.and adjusted by the National Geodetic Survey in April 1998..
 PP1587
 PP1587.The geoid height was determined by GEOID03.
 PP1587
 PP1587.The dynamic height is computed by dividing the NAVD 88
 PP1587.geopotential number by the normal gravity value computed on the
 PP1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1587.degrees latitude (g = 980.6199 gals.).
 PP1587
 PP1587.The modeled gravity was interpolated from observed gravity values.
 PP1587
 PP1587;                    North         East    Units  Estimated Accuracy
 PP1587;SPC MN S     -   253,710.      857,040.      MT  (+/- 180 meters Scaled)
 PP1587
 PP1587                          SUPERSEDED SURVEY CONTROL
 PP1587
 PP1587  NAVD 88 (06/15/91)  322.532  (m)         1058.17   (f) UNKNOWN     2 0
 PP1587  NGVD 29 (??/??/92)  322.520  (m)         1058.13   (f) ADJ UNCH    2 0
 PP1587
 PP1587.Superseded values are not recommended for survey control.
 PP1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1587.See file dsdata.txt to determine how the superseded data were derived.
 PP1587
 PP1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK773142(NAD 83)
 PP1587_MARKER: DB = BENCH MARK DISK
 PP1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1587_STAMPING: 6680 DY 1970
 PP1587_MARK LOGO: MNDT  
 PP1587_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1587+STABILITY: SURFACE MOTION
 PP1587
 PP1587  HISTORY     - Date     Condition        Report By
 PP1587  HISTORY     - 1970     MONUMENTED       MNDT
 PP1587  HISTORY     - 1988     GOOD             MNDT
 PP1587
 PP1587                          STATION DESCRIPTION
 PP1587
 PP1587'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1587'4.4 MI N FROM FARIBAULT.
 PP1587'MARK IS LOCATED ABOUT 4.4 MILES NORTH OF THE JUNCTION OF FAI 35 AND
 PP1587'T.H. 65 AT FARIBAULT, 1.0 MILES NORTH OF COUNTY ROAD 9, 400 FEET SOUTH
 PP1587'OF A LARGE ADVERTISING SIGN (CURTIS HOTEL) 127 FEET EAST OF FAI 35
 PP1587'NORTHBOUND CENTERLINE STATION 528 + 00, 2 FEET WEST OF THE EAST RIGHT
 PP1587'OF WAY FENCE, 1.0 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT
 PP1587'PRE-CAST CONCRETE MONUMENT SET 2 INCHES BELOW GROUND.  NE 1/4 SECTION
 PP1587'36, T 111N, R 21W.
 PP1587
 PP1587                          STATION RECOVERY (1988)
 PP1587
 PP1587'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP1587'THE MARK IS LOCATED ABOUT 4.25 MILES WEST-SOUTHWEST OF THE CITY OF
 PP1587'DUNDAS, 2.45 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM ITS JUNCTION
 PP1587'WITH COUNTY ROAD 1 (3.5 MILES WEST OF DUNDAS) AND IN THE NE 1/4 OF
 PP1587'SECTION 36, T111N, R21W.  THE MARK IS 127.0 FEET EAST OF AND ABOUT 3
 PP1587'FEET HIGHER THAN THE CENTERLINE OF NORTHBOUND INTERSTATE HIGHWAY 35 AT
 PP1587'ENGINEERING STATION 528+00 (MILEPOINT 63.55), 2.0 FEET WEST OF THE
 PP1587'EAST RIGHT-OF-WAY FENCE, AND 1.0 FEET WEST OF A STEEL WITNESS POST.
 PP1587'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---6680 DY 1970---,
 PP1587'IS SET IN THE TOP OF A MAGNETIC PRECAST CONCRETE MONUMENT THAT
 PP1587'PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1586 ***********************************************************************
 PP1586  DESIGNATION -  6680 DZ
 PP1586  PID         -  PP1586
 PP1586  STATE/COUNTY-  MN/RICE
 PP1586  USGS QUAD   -  LITTLE CHICAGO (1960)
 PP1586
 PP1586                         *CURRENT SURVEY CONTROL
 PP1586  ___________________________________________________________________
 PP1586* NAD 83(1986)-  44 23 26.     (N)    093 17 31.     (W)     SCALED    
 PP1586* NAVD 88     -       327.396  (meters)    1074.13   (feet)  ADJUSTED  
 PP1586  ___________________________________________________________________
 PP1586  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 PP1586  DYNAMIC HT  -         327.356 (meters)    1074.00  (feet)  COMP
 PP1586  MODELED GRAV-     980,484.6   (mgal)                       NAVD 88
 PP1586
 PP1586  VERT ORDER  -  SECOND    CLASS 0
 PP1586
 PP1586.The horizontal coordinates were scaled from a topographic map and have
 PP1586.an estimated accuracy of +/- 6 seconds.
 PP1586
 PP1586.The orthometric height was determined by differential leveling
 PP1586.and adjusted by the National Geodetic Survey in June 1991..
 PP1586
 PP1586.The geoid height was determined by GEOID03.
 PP1586
 PP1586.The dynamic height is computed by dividing the NAVD 88
 PP1586.geopotential number by the normal gravity value computed on the
 PP1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1586.degrees latitude (g = 980.6199 gals.).
 PP1586
 PP1586.The modeled gravity was interpolated from observed gravity values.
 PP1586
 PP1586;                    North         East    Units  Estimated Accuracy
 PP1586;SPC MN S     -   254,750.      856,410.      MT  (+/- 180 meters Scaled)
 PP1586
 PP1586                          SUPERSEDED SURVEY CONTROL
 PP1586
 PP1586  NGVD 29 (??/??/92)  327.382  (m)         1074.09   (f) ADJ UNCH    2 0
 PP1586
 PP1586.Superseded values are not recommended for survey control.
 PP1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1586.See file dsdata.txt to determine how the superseded data were derived.
 PP1586
 PP1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK767152(NAD 83)
 PP1586_MARKER: DB = BENCH MARK DISK
 PP1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1586_STAMPING: 6680 DZ 1970
 PP1586_MARK LOGO: MNDT  
 PP1586_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1586+STABILITY: SURFACE MOTION
 PP1586
 PP1586  HISTORY     - Date     Condition        Report By
 PP1586  HISTORY     - 1970     MONUMENTED       MNDT
 PP1586  HISTORY     - 1988     GOOD             MNDT
 PP1586
 PP1586                          STATION DESCRIPTION
 PP1586
 PP1586'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1586'5.2 MI N FROM FARIBAULT.
 PP1586'MARK IS LOCATED ABOUT 5.2 MILES NORTH OF THE JUNCTION OF FAI 35 AND
 PP1586'T.H. 65 AT FARIBAULT, 0.4 MILES SOUTH OF COUNTY ROAD 8, 98 FEET WEST
 PP1586'OF FAI 35 SOUTHBOUND CENTERLINE STATION 561 + 15, 2 FEET EAST OF THE
 PP1586'WEST RIGHT OF WAY FENCE, 1 FOOT EAST OF A STEEL WITNESS POST, IN A 6
 PP1586'FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4
 PP1586'SECTION 25, T 111N, R 21W.
 PP1586
 PP1586                          STATION RECOVERY (1988)
 PP1586
 PP1586'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP1586'THE MARK IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF THE CITY OF
 PP1586'DUNDAS, 2.45 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM ITS JUNCTION
 PP1586'WITH COUNTY ROAD 1 (3.5 MILES WEST OF DUNDAS) AND IN THE NW 1/4 OF
 PP1586'SECTION 25, T111N, R21W.  THE MARK IS 98.0 FEET WEST OF AND ABOUT 2
 PP1586'FEET LOWER THAN THE CENTERLINE OF SOUTHBOUND INTERSTATE HIGHWAY 35 AT
 PP1586'ENGINEERING STATION 561+15 AND MILEPOINT 64.2, 2.0 FEET EAST OF A
 PP1586'RIGHT-OF-WAY FENCE AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE
 PP1586'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---6680 DZ 1970---, IS
 PP1586'SET IN THE TOP OF A MAGNETIC PRECAST CONCRETE POST THAT IS FLUSH WITH
 PP1586'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1622 ***********************************************************************
 PP1622  DESIGNATION -  6680 E
 PP1622  PID         -  PP1622
 PP1622  STATE/COUNTY-  MN/RICE
 PP1622  USGS QUAD   -  MEDFORD WEST (1962)
 PP1622
 PP1622                         *CURRENT SURVEY CONTROL
 PP1622  ___________________________________________________________________
 PP1622* NAD 83(1986)-  44 13 31.     (N)    093 16 35.     (W)     SCALED    
 PP1622* NAVD 88     -       354.384  (meters)    1162.67   (feet)  ADJUSTED  
 PP1622  ___________________________________________________________________
 PP1622  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 PP1622  DYNAMIC HT  -         354.341 (meters)    1162.53  (feet)  COMP
 PP1622  MODELED GRAV-     980,486.0   (mgal)                       NAVD 88
 PP1622
 PP1622  VERT ORDER  -  SECOND    CLASS 0
 PP1622
 PP1622.The horizontal coordinates were scaled from a topographic map and have
 PP1622.an estimated accuracy of +/- 6 seconds.
 PP1622
 PP1622.The orthometric height was determined by differential leveling
 PP1622.and adjusted by the National Geodetic Survey in June 1991..
 PP1622
 PP1622.The geoid height was determined by GEOID03.
 PP1622
 PP1622.The dynamic height is computed by dividing the NAVD 88
 PP1622.geopotential number by the normal gravity value computed on the
 PP1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1622.degrees latitude (g = 980.6199 gals.).
 PP1622
 PP1622.The modeled gravity was interpolated from observed gravity values.
 PP1622
 PP1622;                    North         East    Units  Estimated Accuracy
 PP1622;SPC MN S     -   236,400.      857,810.      MT  (+/- 180 meters Scaled)
 PP1622
 PP1622                          SUPERSEDED SURVEY CONTROL
 PP1622
 PP1622  NGVD 29 (??/??/92)  354.371  (m)         1162.63   (f) ADJ UNCH    2 0
 PP1622
 PP1622.Superseded values are not recommended for survey control.
 PP1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1622.See file dsdata.txt to determine how the superseded data were derived.
 PP1622
 PP1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ779969(NAD 83)
 PP1622_MARKER: DD = SURVEY DISK
 PP1622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1622_SP_SET: BRIDGE
 PP1622_STAMPING: 6680-E 1970
 PP1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1622
 PP1622  HISTORY     - Date     Condition        Report By
 PP1622  HISTORY     - 1970     MONUMENTED       MNDT
 PP1622  HISTORY     - 1986     GOOD             USPSQD
 PP1622
 PP1622                          STATION DESCRIPTION
 PP1622
 PP1622'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1622'3.5 MI S FROM FARIBAULT.
 PP1622'MARK IS LOCATED 3.5 MILES SOUTH OF THE SOUTH JUNCTION OF FAI 35 AND
 PP1622'T.H. 65 IN FARIBAULT, 2.0 MILES NORTH OF THE RICE-STEELE COUNTY LINE,
 PP1622'IN THE SOUTHEAST CORNER OF BRIDGE NO. 66822, COUNTY ROAD 15 OVER FAI
 PP1622'35 AND THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD.  NW 1/4
 PP1622'SECTION 30, T 109, R 20.
 PP1622
 PP1622                          STATION RECOVERY (1986)
 PP1622
 PP1622'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1585 ***********************************************************************
 PP1585  DESIGNATION -  6680 EA
 PP1585  PID         -  PP1585
 PP1585  STATE/COUNTY-  MN/RICE
 PP1585  USGS QUAD   -  LITTLE CHICAGO (1960)
 PP1585
 PP1585                         *CURRENT SURVEY CONTROL
 PP1585  ___________________________________________________________________
 PP1585* NAD 83(1986)-  44 23 50.     (N)    093 17 28.     (W)     SCALED    
 PP1585* NAVD 88     -       333.268  (meters)    1093.40   (feet)  ADJUSTED  
 PP1585  ___________________________________________________________________
 PP1585  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 PP1585  DYNAMIC HT  -         333.227 (meters)    1093.26  (feet)  COMP
 PP1585  MODELED GRAV-     980,484.6   (mgal)                       NAVD 88
 PP1585
 PP1585  VERT ORDER  -  SECOND    CLASS 0
 PP1585
 PP1585.The horizontal coordinates were scaled from a topographic map and have
 PP1585.an estimated accuracy of +/- 6 seconds.
 PP1585
 PP1585.The orthometric height was determined by differential leveling
 PP1585.and adjusted by the National Geodetic Survey in June 1991..
 PP1585
 PP1585.The geoid height was determined by GEOID03.
 PP1585
 PP1585.The dynamic height is computed by dividing the NAVD 88
 PP1585.geopotential number by the normal gravity value computed on the
 PP1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1585.degrees latitude (g = 980.6199 gals.).
 PP1585
 PP1585.The modeled gravity was interpolated from observed gravity values.
 PP1585
 PP1585;                    North         East    Units  Estimated Accuracy
 PP1585;SPC MN S     -   255,490.      856,470.      MT  (+/- 180 meters Scaled)
 PP1585
 PP1585                          SUPERSEDED SURVEY CONTROL
 PP1585
 PP1585  NGVD 29 (??/??/92)  333.252  (m)         1093.34   (f) ADJ UNCH    2 0
 PP1585
 PP1585.Superseded values are not recommended for survey control.
 PP1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1585.See file dsdata.txt to determine how the superseded data were derived.
 PP1585
 PP1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK768160(NAD 83)
 PP1585_MARKER: DB = BENCH MARK DISK
 PP1585_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1585_SP_SET: BRIDGE
 PP1585_STAMPING: 6680 EA 1970
 PP1585_MARK LOGO: MNDT  
 PP1585_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1585
 PP1585  HISTORY     - Date     Condition        Report By
 PP1585  HISTORY     - 1970     MONUMENTED       MNDT
 PP1585  HISTORY     - 1986     GOOD             USPSQD
 PP1585  HISTORY     - 1988     GOOD             MNDT
 PP1585
 PP1585                          STATION DESCRIPTION
 PP1585
 PP1585'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1585'5.5 MI N FROM FARIBAULT.
 PP1585'MARK IS LOCATED ABOUT 5.5 MILES NORTH OF THE JUNCTION OF FAI 35 AND
 PP1585'T.H. 65 AT FARIBAULT IN THE SOUTHEAST CORNER OF BRIDGE NO. 66820,
 PP1585'COUNTY ROAD 8 OVER FAI 35.  NE 1/4 SECTION 25, T 111N, R 21W.
 PP1585
 PP1585                          STATION RECOVERY (1986)
 PP1585
 PP1585'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1585'RECOVERED IN GOOD CONDITION.
 PP1585
 PP1585                          STATION RECOVERY (1988)
 PP1585
 PP1585'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP1585'THE MARK IS LOCATED ABOUT 3.75 MILES WEST-SOUTHWEST OF THE CITY OF
 PP1585'DUNDAS, 2.0 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM ITS JUNCTION
 PP1585'WITH COUNTY ROAD 1 (3.5 MILES WEST OF DUNDAS), IN THE SOUTHEAST CORNER
 PP1585'OF BRIDGE NUMBER 66820 (COUNTY ROAD 8 OVER INTERSTATE HIGHWAY 35) AND
 PP1585'IN THE NE 1/4 OF SECTION 25, T111N, R21W.  THE MARK IS 18.5 FEET SOUTH
 PP1585'OF AND ABOUT 0.6 FOOT HIGHER THAN THE CENTERLINE OF COUNTY ROAD 8  AND
 PP1585'IS EAST OF INTERSTATE HIGHWAY 35 AT MILEPOINT 64.65.  THE MARK, A
 PP1585'STANDARD MNDT BENCH MARK DISK STAMPED---6680 EA 1970---, IS SET IN THE
 PP1585'TOP OF THE SOUTHEAST ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1584 ***********************************************************************
 PP1584  DESIGNATION -  6680 EB
 PP1584  PID         -  PP1584
 PP1584  STATE/COUNTY-  MN/RICE
 PP1584  USGS QUAD   -  LITTLE CHICAGO (1960)
 PP1584
 PP1584                         *CURRENT SURVEY CONTROL
 PP1584  ___________________________________________________________________
 PP1584* NAD 83(1986)-  44 24 15.     (N)    093 17 29.     (W)     SCALED    
 PP1584* NAVD 88     -       313.273  (meters)    1027.80   (feet)  ADJUSTED  
 PP1584  ___________________________________________________________________
 PP1584  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 PP1584  DYNAMIC HT  -         313.234 (meters)    1027.67  (feet)  COMP
 PP1584  MODELED GRAV-     980,484.8   (mgal)                       NAVD 88
 PP1584
 PP1584  VERT ORDER  -  SECOND    CLASS 0
 PP1584
 PP1584.The horizontal coordinates were scaled from a topographic map and have
 PP1584.an estimated accuracy of +/- 6 seconds.
 PP1584
 PP1584.The orthometric height was determined by differential leveling
 PP1584.and adjusted by the National Geodetic Survey in June 1991..
 PP1584
 PP1584.The geoid height was determined by GEOID03.
 PP1584
 PP1584.The dynamic height is computed by dividing the NAVD 88
 PP1584.geopotential number by the normal gravity value computed on the
 PP1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1584.degrees latitude (g = 980.6199 gals.).
 PP1584
 PP1584.The modeled gravity was interpolated from observed gravity values.
 PP1584
 PP1584;                    North         East    Units  Estimated Accuracy
 PP1584;SPC MN S     -   256,260.      856,440.      MT  (+/- 180 meters Scaled)
 PP1584
 PP1584                          SUPERSEDED SURVEY CONTROL
 PP1584
 PP1584  NGVD 29 (??/??/92)  313.257  (m)         1027.74   (f) ADJ UNCH    2 0
 PP1584
 PP1584.Superseded values are not recommended for survey control.
 PP1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1584.See file dsdata.txt to determine how the superseded data were derived.
 PP1584
 PP1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK767168(NAD 83)
 PP1584_MARKER: DD = SURVEY DISK
 PP1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1584_STAMPING: 6680-EB 1970
 PP1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1584+STABILITY: SURFACE MOTION
 PP1584
 PP1584  HISTORY     - Date     Condition        Report By
 PP1584  HISTORY     - 1970     MONUMENTED       MNDT
 PP1584
 PP1584                          STATION DESCRIPTION
 PP1584
 PP1584'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1584'5.9 MI N FROM FARIBAULT.
 PP1584'MARK IS LOCATED ABOUT 5.9 MILES NORTH OF THE JUNCTION OF FAI 35 AND
 PP1584'T.H. 65 AT FARIBAULT, 0.4 MILES NORTH OF COUNTY ROAD 8, 133 FEET EAST
 PP1584'OF FAI 35 NORTHBOUND CENTERLINE STATION 605 + 00, 42 FEET SOUTH OF A
 PP1584'DOUBLE POWER POLE, 1 FOOT WEST OF A STEEL WITNESS POST, 0.5 FEET
 PP1584'SOUTHEAST OF A RIGHT OF WAY FENCE POST, IN THE TOP OF A 6 FOOT
 PP1584'PRE-CAST CONCRETE MONUMENT SET 1 INCH BELOW GROUND.  SE 1/4 SECTION
 PP1584'24, T 111N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1583 ***********************************************************************
 PP1583  DESIGNATION -  6680 EC
 PP1583  PID         -  PP1583
 PP1583  STATE/COUNTY-  MN/RICE
 PP1583  USGS QUAD   -  LITTLE CHICAGO (1960)
 PP1583
 PP1583                         *CURRENT SURVEY CONTROL
 PP1583  ___________________________________________________________________
 PP1583* NAD 83(1986)-  44 24 44.     (N)    093 17 29.     (W)     SCALED    
 PP1583* NAVD 88     -       312.541  (meters)    1025.39   (feet)  ADJUSTED  
 PP1583  ___________________________________________________________________
 PP1583  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 PP1583  DYNAMIC HT  -         312.502 (meters)    1025.27  (feet)  COMP
 PP1583  MODELED GRAV-     980,485.1   (mgal)                       NAVD 88
 PP1583
 PP1583  VERT ORDER  -  SECOND    CLASS 0
 PP1583
 PP1583.The horizontal coordinates were scaled from a topographic map and have
 PP1583.an estimated accuracy of +/- 6 seconds.
 PP1583
 PP1583.The orthometric height was determined by differential leveling
 PP1583.and adjusted by the National Geodetic Survey in June 1991..
 PP1583
 PP1583.The geoid height was determined by GEOID03.
 PP1583
 PP1583.The dynamic height is computed by dividing the NAVD 88
 PP1583.geopotential number by the normal gravity value computed on the
 PP1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1583.degrees latitude (g = 980.6199 gals.).
 PP1583
 PP1583.The modeled gravity was interpolated from observed gravity values.
 PP1583
 PP1583;                    North         East    Units  Estimated Accuracy
 PP1583;SPC MN S     -   257,160.      856,440.      MT  (+/- 180 meters Scaled)
 PP1583
 PP1583                          SUPERSEDED SURVEY CONTROL
 PP1583
 PP1583  NGVD 29 (??/??/92)  312.523  (m)         1025.34   (f) ADJ UNCH    2 0
 PP1583
 PP1583.Superseded values are not recommended for survey control.
 PP1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1583.See file dsdata.txt to determine how the superseded data were derived.
 PP1583
 PP1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK768177(NAD 83)
 PP1583_MARKER: DD = SURVEY DISK
 PP1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1583_STAMPING: 6680-EC 1970
 PP1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1583+STABILITY: SURFACE MOTION
 PP1583
 PP1583  HISTORY     - Date     Condition        Report By
 PP1583  HISTORY     - 1970     MONUMENTED       MNDT
 PP1583
 PP1583                          STATION DESCRIPTION
 PP1583
 PP1583'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1583'6.4 MI N FROM FARIBAULT.
 PP1583'MARK IS LOCATED 6.4 MILES NORTH OF THE JUNCTION OF FAI 35 AND T.H. 65
 PP1583'AT FARIBAULT, 0.9 MILES NORTH OF COUNTY ROAD 8, 0.1 MILES SOUTH OF A
 PP1583'TOWNSHIP ROAD (DEAD-END), 137 FEET EAST OF FAI 35 NORTHBOUND STATION
 PP1583'632 + 00, 4 FEET WEST OF THE EAST RIGHT OF WAY FENCE, 1 FOOT WEST OF A
 PP1583'STEEL WITNESS POST, IN A PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE
 PP1583'GROUND.  NE 1/4 SECTION 24, T 111N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1582 ***********************************************************************
 PP1582  DESIGNATION -  6680 ED
 PP1582  PID         -  PP1582
 PP1582  STATE/COUNTY-  MN/RICE
 PP1582  USGS QUAD   -  LITTLE CHICAGO (1960)
 PP1582
 PP1582                         *CURRENT SURVEY CONTROL
 PP1582  ___________________________________________________________________
 PP1582* NAD 83(1986)-  44 25 09.     (N)    093 17 28.     (W)     SCALED    
 PP1582* NAVD 88     -       307.377  (meters)    1008.45   (feet)  ADJUSTED  
 PP1582  ___________________________________________________________________
 PP1582  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 PP1582  DYNAMIC HT  -         307.339 (meters)    1008.33  (feet)  COMP
 PP1582  MODELED GRAV-     980,485.4   (mgal)                       NAVD 88
 PP1582
 PP1582  VERT ORDER  -  SECOND    CLASS 0
 PP1582
 PP1582.The horizontal coordinates were scaled from a topographic map and have
 PP1582.an estimated accuracy of +/- 6 seconds.
 PP1582
 PP1582.The orthometric height was determined by differential leveling
 PP1582.and adjusted by the National Geodetic Survey in June 1991..
 PP1582
 PP1582.The geoid height was determined by GEOID03.
 PP1582
 PP1582.The dynamic height is computed by dividing the NAVD 88
 PP1582.geopotential number by the normal gravity value computed on the
 PP1582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1582.degrees latitude (g = 980.6199 gals.).
 PP1582
 PP1582.The modeled gravity was interpolated from observed gravity values.
 PP1582
 PP1582;                    North         East    Units  Estimated Accuracy
 PP1582;SPC MN S     -   257,930.      856,450.      MT  (+/- 180 meters Scaled)
 PP1582
 PP1582                          SUPERSEDED SURVEY CONTROL
 PP1582
 PP1582  NGVD 29 (??/??/92)  307.358  (m)         1008.39   (f) ADJ UNCH    2 0
 PP1582
 PP1582.Superseded values are not recommended for survey control.
 PP1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1582.See file dsdata.txt to determine how the superseded data were derived.
 PP1582
 PP1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK768184(NAD 83)
 PP1582_MARKER: DD = SURVEY DISK
 PP1582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1582_SP_SET: CULVERT
 PP1582_STAMPING: 6680-ED 1970
 PP1582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1582
 PP1582  HISTORY     - Date     Condition        Report By
 PP1582  HISTORY     - 1970     MONUMENTED       MNDT
 PP1582
 PP1582                          STATION DESCRIPTION
 PP1582
 PP1582'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1582'7.1 MI N FROM FARIBAULT.
 PP1582'MARK IS LOCATED ABOUT 7.1 MILES NORTH OF THE JUNCTION OF FAI 35 AND TH
 PP1582'65 AT FARIBAULT, 0.6 MILES SOUTH OF COUNTY ROAD 1, IN THE SOUTHEAST
 PP1582'CORNER OF A DOUBLE BOX CULVERT UNDER FAI 35 AT WOLF CREEK. SE 1/4
 PP1582'SECTION 13, T 111N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1581 ***********************************************************************
 PP1581  DESIGNATION -  6680 EE
 PP1581  PID         -  PP1581
 PP1581  STATE/COUNTY-  MN/RICE
 PP1581  USGS QUAD   -  LITTLE CHICAGO (1960)
 PP1581
 PP1581                         *CURRENT SURVEY CONTROL
 PP1581  ___________________________________________________________________
 PP1581* NAD 83(1996)-  44 25 43.00573(N)    093 17 31.71417(W)     ADJUSTED  
 PP1581* NAVD 88     -       320.903  (meters)    1052.83   (feet)  ADJUSTED  
 PP1581  ___________________________________________________________________
 PP1581  LAPLACE CORR-          -5.84  (seconds)                    DEFLEC99
 PP1581  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 PP1581  DYNAMIC HT  -         320.863 (meters)    1052.70  (feet)  COMP
 PP1581  MODELED GRAV-     980,485.8   (mgal)                       NAVD 88
 PP1581
 PP1581  HORZ ORDER  -  SECOND
 PP1581  VERT ORDER  -  SECOND    CLASS 0
 PP1581
 PP1581.The horizontal coordinates were established by classical geodetic methods
 PP1581.and adjusted by the National Geodetic Survey in March 1999..
 PP1581.No horizontal observational check was made to the station.
 PP1581
 PP1581.The orthometric height was determined by differential leveling
 PP1581.and adjusted by the National Geodetic Survey in June 1991..
 PP1581
 PP1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1581
 PP1581.The geoid height was determined by GEOID03.
 PP1581
 PP1581.The dynamic height is computed by dividing the NAVD 88
 PP1581.geopotential number by the normal gravity value computed on the
 PP1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1581.degrees latitude (g = 980.6199 gals.).
 PP1581
 PP1581.The modeled gravity was interpolated from observed gravity values.
 PP1581
 PP1581;                    North         East     Units Scale Factor Converg.
 PP1581;SPC MN S     -   258,978.953   856,359.166   MT  0.99992285   +0 29 46.2
 PP1581;UTM  15      - 4,919,521.201   476,746.980   MT  0.99960665   -0 12 16.2
 PP1581
 PP1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1581!SPC MN S     -   0.99995408  x   0.99992285  =   0.99987693
 PP1581!UTM  15      -   0.99995408  x   0.99960665  =   0.99956075
 PP1581
 PP1581                          SUPERSEDED SURVEY CONTROL
 PP1581
 PP1581  NAD 83(1986)-  44 25 42.99393(N)    093 17 31.71553(W) AD(       ) 2
 PP1581  NGVD 29 (??/??/92)  320.881  (m)         1052.76   (f) ADJ UNCH    2 0
 PP1581
 PP1581.Superseded values are not recommended for survey control.
 PP1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1581.See file dsdata.txt to determine how the superseded data were derived.
 PP1581
 PP1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7674719521(NAD 83)
 PP1581_MARKER: DD = SURVEY DISK
 PP1581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1581_STAMPING: 6680-EE 1970
 PP1581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1581
 PP1581  HISTORY     - Date     Condition        Report By
 PP1581  HISTORY     - 1970     MONUMENTED       MNDT
 PP1581  HISTORY     - 1983     GOOD             MNDT
 PP1581  HISTORY     - 1983     GOOD             MNDT
 PP1581  HISTORY     - 1986     GOOD             USPSQD
 PP1581
 PP1581                          STATION DESCRIPTION
 PP1581
 PP1581'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1581'7.6 MI N FROM FARIBAULT.
 PP1581'MARK IS LOCATED 7.6 MILES NORTH OF THE JUNCTION OF FAI 35 AND TH 65 AT
 PP1581'FARIBAULT IN THE SOUTHEAST CORNER OF BRIDGE NO. 66805, COUNTY ROAD 1
 PP1581'OVER FAI 35.  NW 1/4 SECTION 13, T 111N, R 21W.
 PP1581
 PP1581                          STATION RECOVERY (1983)
 PP1581
 PP1581'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP1581'THE STATION IS LOCATED ABOUT 4-1/2 MILES WEST OF THE TOWN OF DUNDAS,
 PP1581'IN THE NE 1/4 OF SECTION 13, T111N, R21W, IN THE SOUTHEAST ABUTMENT OF
 PP1581'THE COUNTY ROAD 1 BRIDGE OVER TRUNK HIGHWAY 35.
 PP1581'
 PP1581'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 35 AND TRUNK
 PP1581'HIGHWAY 19, GO SOUTH ON TRUNK HIGHWAY 35 FOR 3.0 MILES TO THE COUNTY
 PP1581'ROAD 1 BRIDGE OVER TRUNK HIGHWAY 35 AND THE STATION.
 PP1581'
 PP1581'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK
 PP1581'STAMPED---6680 EE 1970---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF
 PP1581'THE SOUTHEAST ABUTMENT OF THE COUNTY ROAD 1 BRIDGE OVER TRUNK HIGHWAY
 PP1581'35.
 PP1581'
 PP1581'THIS STATION IS AN AZIMUTH MARK FOR STATION HEATH MNDT.
 PP1581
 PP1581                          STATION RECOVERY (1983)
 PP1581
 PP1581'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 PP1581'ABOUT 7.6 MILES NORTH ALONG TRUNK HIGHWAY 35 FROM ITS JUNCTION WITH
 PP1581'TRUNK, HIGHWAY 65 AT FAIRBAULT, IN THE NORTHWEST 1/4 OF SECTION 13, T
 PP1581'111 N, R 21 W, IN THE TOP OF THE SOUTHEAST ABUTMENT OF BRIDGE NUMBER
 PP1581'66805 (COUNTY ROAD 1 OVER TRUNK HIGHWAY 35) . THE MARK IS A STANDARD
 PP1581'MNDT BENCH MARK DISK STAMPED---6680 EE 1970---.
 PP1581
 PP1581                          STATION RECOVERY (1986)
 PP1581
 PP1581'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1577 ***********************************************************************
 PP1577  DESIGNATION -  6680 EF
 PP1577  PID         -  PP1577
 PP1577  STATE/COUNTY-  MN/RICE
 PP1577  USGS QUAD   -  LITTLE CHICAGO (1960)
 PP1577
 PP1577                         *CURRENT SURVEY CONTROL
 PP1577  ___________________________________________________________________
 PP1577* NAD 83(1986)-  44 26 10.     (N)    093 17 27.     (W)     SCALED    
 PP1577* NAVD 88     -       320.135  (meters)    1050.31   (feet)  ADJUSTED  
 PP1577  ___________________________________________________________________
 PP1577  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 PP1577  DYNAMIC HT  -         320.095 (meters)    1050.18  (feet)  COMP
 PP1577  MODELED GRAV-     980,486.1   (mgal)                       NAVD 88
 PP1577
 PP1577  VERT ORDER  -  SECOND    CLASS 0
 PP1577
 PP1577.The horizontal coordinates were scaled from a topographic map and have
 PP1577.an estimated accuracy of +/- 6 seconds.
 PP1577
 PP1577.The orthometric height was determined by differential leveling
 PP1577.and adjusted by the National Geodetic Survey in June 1991..
 PP1577
 PP1577.The geoid height was determined by GEOID03.
 PP1577
 PP1577.The dynamic height is computed by dividing the NAVD 88
 PP1577.geopotential number by the normal gravity value computed on the
 PP1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1577.degrees latitude (g = 980.6199 gals.).
 PP1577
 PP1577.The modeled gravity was interpolated from observed gravity values.
 PP1577
 PP1577;                    North         East    Units  Estimated Accuracy
 PP1577;SPC MN S     -   259,810.      856,460.      MT  (+/- 180 meters Scaled)
 PP1577
 PP1577                          SUPERSEDED SURVEY CONTROL
 PP1577
 PP1577  NGVD 29 (??/??/92)  320.111  (m)         1050.23   (f) ADJ UNCH    2 0
 PP1577
 PP1577.Superseded values are not recommended for survey control.
 PP1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1577.See file dsdata.txt to determine how the superseded data were derived.
 PP1577
 PP1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK768203(NAD 83)
 PP1577_MARKER: DD = SURVEY DISK
 PP1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1577_STAMPING: 6680-EF 1970
 PP1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1577+STABILITY: SURFACE MOTION
 PP1577
 PP1577  HISTORY     - Date     Condition        Report By
 PP1577  HISTORY     - 1970     MONUMENTED       MNDT
 PP1577
 PP1577                          STATION DESCRIPTION
 PP1577
 PP1577'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1577'8.2 MI N FROM FARIBAULT.
 PP1577'MARK IS LOCATED 8.2 MILES NORTH OF THE JUNCTION OF FAI 35 AND TH 65 AT
 PP1577'FARIBAULT, 0.7 MILES NORTH OF COUNTY ROAD 1, 155 FEET NORTH OF A
 PP1577'DOUBLE POWER POLE, 128 FEET EAST OF FAI 35 NORTHBOUND CENTERLINE
 PP1577'STATION 725 + 00, 52 FEET NORTH OF A BILLBOARD, 2 FEET WEST OF THE
 PP1577'EAST RIGHT OF WAY FENCE, 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6
 PP1577'FOOT PRE-CAST CONCRETE MONUMENT SET 2 INCHES BELOW GROUND.  NE 1/4
 PP1577'SECTION 12, T 111N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1576 ***********************************************************************
 PP1576  DESIGNATION -  6680 EG
 PP1576  PID         -  PP1576
 PP1576  STATE/COUNTY-  MN/RICE
 PP1576  USGS QUAD   -  LITTLE CHICAGO (1960)
 PP1576
 PP1576                         *CURRENT SURVEY CONTROL
 PP1576  ___________________________________________________________________
 PP1576* NAD 83(1986)-  44 26 41.     (N)    093 17 28.     (W)     SCALED    
 PP1576* NAVD 88     -       306.672  (meters)    1006.14   (feet)  ADJUSTED  
 PP1576  ___________________________________________________________________
 PP1576  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 PP1576  DYNAMIC HT  -         306.634 (meters)    1006.01  (feet)  COMP
 PP1576  MODELED GRAV-     980,486.6   (mgal)                       NAVD 88
 PP1576
 PP1576  VERT ORDER  -  SECOND    CLASS 0
 PP1576
 PP1576.The horizontal coordinates were scaled from a topographic map and have
 PP1576.an estimated accuracy of +/- 6 seconds.
 PP1576
 PP1576.The orthometric height was determined by differential leveling
 PP1576.and adjusted by the National Geodetic Survey in June 1991..
 PP1576
 PP1576.The geoid height was determined by GEOID03.
 PP1576
 PP1576.The dynamic height is computed by dividing the NAVD 88
 PP1576.geopotential number by the normal gravity value computed on the
 PP1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1576.degrees latitude (g = 980.6199 gals.).
 PP1576
 PP1576.The modeled gravity was interpolated from observed gravity values.
 PP1576
 PP1576;                    North         East    Units  Estimated Accuracy
 PP1576;SPC MN S     -   260,770.      856,430.      MT  (+/- 180 meters Scaled)
 PP1576
 PP1576                          SUPERSEDED SURVEY CONTROL
 PP1576
 PP1576  NGVD 29 (??/??/92)  306.646  (m)         1006.05   (f) ADJ UNCH    2 0
 PP1576
 PP1576.Superseded values are not recommended for survey control.
 PP1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1576.See file dsdata.txt to determine how the superseded data were derived.
 PP1576
 PP1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK768213(NAD 83)
 PP1576_MARKER: DD = SURVEY DISK
 PP1576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1576_SP_SET: CULVERT
 PP1576_STAMPING: 6680-EG
 PP1576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1576
 PP1576  HISTORY     - Date     Condition        Report By
 PP1576  HISTORY     - UNK      MONUMENTED       MNDT
 PP1576  HISTORY     - 1970     GOOD             MNDT
 PP1576
 PP1576                          STATION DESCRIPTION
 PP1576
 PP1576'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1576'8.8 MI N FROM FARIBAULT.
 PP1576'MARK IS LOCATED 8.8 MILES NORTH OF THE JUNCTION OF FAI 35 AND TH 65 AT
 PP1576'FARIBAULT, 1.7 MILES SOUTH OF TH 19, AT FAI 35 NORTHBOUND CENTERLINE
 PP1576'STATION 755 + 20, IN THE SOUTHEAST CORNER OF A DOUBLE BOX CULVERT
 PP1576'UNDER FAI 35.  SE 1/4 SECTION 1, T 111N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1575 ***********************************************************************
 PP1575  DESIGNATION -  6680 EH
 PP1575  PID         -  PP1575
 PP1575  STATE/COUNTY-  MN/RICE
 PP1575  USGS QUAD   -  LITTLE CHICAGO (1960)
 PP1575
 PP1575                         *CURRENT SURVEY CONTROL
 PP1575  ___________________________________________________________________
 PP1575* NAD 83(1986)-  44 27 15.     (N)    093 17 28.     (W)     SCALED    
 PP1575* NAVD 88     -       310.166  (meters)    1017.60   (feet)  ADJUSTED  
 PP1575  ___________________________________________________________________
 PP1575  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 PP1575  DYNAMIC HT  -         310.128 (meters)    1017.48  (feet)  COMP
 PP1575  MODELED GRAV-     980,487.3   (mgal)                       NAVD 88
 PP1575
 PP1575  VERT ORDER  -  SECOND    CLASS 0
 PP1575
 PP1575.The horizontal coordinates were scaled from a topographic map and have
 PP1575.an estimated accuracy of +/- 6 seconds.
 PP1575
 PP1575.The orthometric height was determined by differential leveling
 PP1575.and adjusted by the National Geodetic Survey in June 1991..
 PP1575
 PP1575.The geoid height was determined by GEOID03.
 PP1575
 PP1575.The dynamic height is computed by dividing the NAVD 88
 PP1575.geopotential number by the normal gravity value computed on the
 PP1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1575.degrees latitude (g = 980.6199 gals.).
 PP1575
 PP1575.The modeled gravity was interpolated from observed gravity values.
 PP1575
 PP1575;                    North         East    Units  Estimated Accuracy
 PP1575;SPC MN S     -   261,820.      856,420.      MT  (+/- 180 meters Scaled)
 PP1575
 PP1575                          SUPERSEDED SURVEY CONTROL
 PP1575
 PP1575  NGVD 29 (??/??/92)  310.139  (m)         1017.51   (f) ADJ UNCH    2 0
 PP1575
 PP1575.Superseded values are not recommended for survey control.
 PP1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1575.See file dsdata.txt to determine how the superseded data were derived.
 PP1575
 PP1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK768223(NAD 83)
 PP1575_MARKER: DD = SURVEY DISK
 PP1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1575_STAMPING: 6680-EH 1970
 PP1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1575+STABILITY: SURFACE MOTION
 PP1575
 PP1575  HISTORY     - Date     Condition        Report By
 PP1575  HISTORY     - 1970     MONUMENTED       MNDT
 PP1575
 PP1575                          STATION DESCRIPTION
 PP1575
 PP1575'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1575'9.2 MI N FROM FARIBAULT.
 PP1575'MARK IS LOCATED 9.2 MILES NORTH OF THE JUNCTION OF FAI 35 AND TH 65 AT
 PP1575'FARIBAULT, 1.3 MILES SOUTH OF TH 19, 99 FEET WEST OF FAI 35 SOUTHBOUND
 PP1575'CENTERLINE STATION 788 + 00 (SOUTH END OF GUARD RAILS), 2 FEET EAST OF
 PP1575'THE WEST RIGHT OF WAY FENCE, 1 FOOT EAST OF A STEEL WITNESS POST, IN
 PP1575'THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET 2 INCHES BELOW
 PP1575'GROUND.  NW 1/4 SECTION 1, T 111N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1574 ***********************************************************************
 PP1574  DESIGNATION -  6680 EJ
 PP1574  PID         -  PP1574
 PP1574  STATE/COUNTY-  MN/RICE
 PP1574  USGS QUAD   -  LITTLE CHICAGO (1960)
 PP1574
 PP1574                         *CURRENT SURVEY CONTROL
 PP1574  ___________________________________________________________________
 PP1574* NAD 83(1986)-  44 27 47.     (N)    093 17 29.     (W)     SCALED    
 PP1574* NAVD 88     -       311.514  (meters)    1022.03   (feet)  ADJUSTED  
 PP1574  ___________________________________________________________________
 PP1574  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 PP1574  DYNAMIC HT  -         311.477 (meters)    1021.90  (feet)  COMP
 PP1574  MODELED GRAV-     980,487.9   (mgal)                       NAVD 88
 PP1574
 PP1574  VERT ORDER  -  SECOND    CLASS 0
 PP1574
 PP1574.The horizontal coordinates were scaled from a topographic map and have
 PP1574.an estimated accuracy of +/- 6 seconds.
 PP1574
 PP1574.The orthometric height was determined by differential leveling
 PP1574.and adjusted by the National Geodetic Survey in June 1991..
 PP1574
 PP1574.The geoid height was determined by GEOID03.
 PP1574
 PP1574.The dynamic height is computed by dividing the NAVD 88
 PP1574.geopotential number by the normal gravity value computed on the
 PP1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1574.degrees latitude (g = 980.6199 gals.).
 PP1574
 PP1574.The modeled gravity was interpolated from observed gravity values.
 PP1574
 PP1574;                    North         East    Units  Estimated Accuracy
 PP1574;SPC MN S     -   262,810.      856,390.      MT  (+/- 180 meters Scaled)
 PP1574
 PP1574                          SUPERSEDED SURVEY CONTROL
 PP1574
 PP1574  NGVD 29 (??/??/92)  311.486  (m)         1021.93   (f) ADJ UNCH    2 0
 PP1574
 PP1574.Superseded values are not recommended for survey control.
 PP1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1574.See file dsdata.txt to determine how the superseded data were derived.
 PP1574
 PP1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK768233(NAD 83)
 PP1574_MARKER: DD = SURVEY DISK
 PP1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1574_STAMPING: 6680 EJ 1970
 PP1574_MARK LOGO: MNDT  
 PP1574_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1574+STABILITY: SURFACE MOTION
 PP1574
 PP1574  HISTORY     - Date     Condition        Report By
 PP1574  HISTORY     - 1970     MONUMENTED       MNDT
 PP1574  HISTORY     - 1970     GOOD             MNDT
 PP1574  HISTORY     - 1983     GOOD             MNDT
 PP1574
 PP1574                          STATION DESCRIPTION
 PP1574
 PP1574'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1574'9.9 MI N FROM FARIBAULT.
 PP1574'MARK IS LOCATED 9.9 MILES NORTH OF THE JUNCTION OF FAI 35 AND TH 65 AT
 PP1574'FARIBAULT, 0.6 MILES SOUTH OF TH 19, 98 FEET WEST OF FAI 35 SOUTH
 PP1574'BOUND CENTERLINE STATION 818 + 00, 4 FEET EAST OF THE WEST RIGHT OF
 PP1574'WAY FENCE, 1 FOOT EAST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT
 PP1574'PRE-CAST CONCRETE MONUMENT SET 1 INCH BELOW GROUND.  SW 1/4 SECTION
 PP1574'36, T 112N, R 21W.
 PP1574
 PP1574                          STATION RECOVERY (1983)
 PP1574
 PP1574'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP1574'THE MARK WAS RECOVERED IN GOOD CONDITION, IN THE SOUTHWEST 1/4 OF
 PP1574'SECTION 36, T112N, R21W, AND AT HIGHWAY 35 MILEPOINT 69.05.  THE
 PP1574'ORIGINAL DESCRIPTION FOLLOWS.  THE MARK IS LOCATED 9.9 MILES NORTH OF
 PP1574'THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 65 AT
 PP1574'FARIBAULT, 0.6 MILE SOUTH OF TRUNK HIGHWAY 19, 98 FEET WEST OF HIGHWAY
 PP1574'35 SOUTHBOUND CENTERLINE STATION 818+00, 4 FEET EAST OF THE WEST
 PP1574'RIGHT-OF-WAY FENCE, 1 FOOT EAST OF A STEEL WITNESS POST, IN THE TOP OF
 PP1574'A 6 FOOT PRECAST(MAGNETIC) CONCRETE MONUMENT SET 1 INCH BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1568 ***********************************************************************
 PP1568  DESIGNATION -  6680 EM
 PP1568  PID         -  PP1568
 PP1568  STATE/COUNTY-  MN/RICE
 PP1568  USGS QUAD   -  LITTLE CHICAGO (1960)
 PP1568
 PP1568                         *CURRENT SURVEY CONTROL
 PP1568  ___________________________________________________________________
 PP1568* NAD 83(1996)-  44 28 51.21600(N)    093 17 26.94200(W)     ADJUSTED  
 PP1568* NAVD 88     -       307.438  (meters)    1008.65   (feet)  ADJUSTED  
 PP1568  ___________________________________________________________________
 PP1568  X           -    -261,670.241 (meters)                     COMP
 PP1568  Y           -  -4,550,878.910 (meters)                     COMP
 PP1568  Z           -   4,446,569.443 (meters)                     COMP
 PP1568  LAPLACE CORR-          -7.14  (seconds)                    DEFLEC99
 PP1568  ELLIP HEIGHT-         279.52  (meters)          (03/16/99) GPS OBS
 PP1568  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 PP1568  DYNAMIC HT  -         307.401 (meters)    1008.53  (feet)  COMP
 PP1568  MODELED GRAV-     980,489.9   (mgal)                       NAVD 88
 PP1568
 PP1568  HORZ ORDER  -  FIRST
 PP1568  VERT ORDER  -  SECOND    CLASS 0
 PP1568  ELLP ORDER  -  FOURTH    CLASS I
 PP1568
 PP1568.The horizontal coordinates were established by GPS observations
 PP1568.and adjusted by the National Geodetic Survey in March 1999..
 PP1568
 PP1568.The orthometric height was determined by differential leveling
 PP1568.and adjusted by the National Geodetic Survey in June 1991..
 PP1568
 PP1568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1568
 PP1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1568
 PP1568.The ellipsoidal height was determined by GPS observations
 PP1568.and is referenced to NAD 83.
 PP1568
 PP1568.The geoid height was determined by GEOID03.
 PP1568
 PP1568.The dynamic height is computed by dividing the NAVD 88
 PP1568.geopotential number by the normal gravity value computed on the
 PP1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1568.degrees latitude (g = 980.6199 gals.).
 PP1568
 PP1568.The modeled gravity was interpolated from observed gravity values.
 PP1568
 PP1568;                    North         East     Units Scale Factor Converg.
 PP1568;SPC MN S     -   264,788.681   856,414.310   MT  0.99992210   +0 29 49.5
 PP1568;UTM  15      - 4,925,327.986   476,873.134   MT  0.99960658   -0 12 13.6
 PP1568
 PP1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1568!SPC MN S     -   0.99995617  x   0.99992210  =   0.99987828
 PP1568!UTM  15      -   0.99995617  x   0.99960658  =   0.99956277
 PP1568
 PP1568                          SUPERSEDED SURVEY CONTROL
 PP1568
 PP1568  NAD 83(1986)-  44 28 51.20651(N)    093 17 26.94021(W) AD(       ) 1
 PP1568  NAVD 88 (07/23/98)  307.44   (m)         1008.7    (f) LEVELING    3  
 PP1568  NGVD 29 (??/??/92)  307.406  (m)         1008.55   (f) ADJ UNCH    2 0
 PP1568
 PP1568.Superseded values are not recommended for survey control.
 PP1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1568.See file dsdata.txt to determine how the superseded data were derived.
 PP1568
 PP1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7687325328(NAD 83)
 PP1568_MARKER: DB = BENCH MARK DISK
 PP1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1568_STAMPING: 6680 EM 1970
 PP1568_MARK LOGO: MNDT  
 PP1568_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1568+STABILITY: SURFACE MOTION
 PP1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1568+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1993
 PP1568
 PP1568  HISTORY     - Date     Condition        Report By
 PP1568  HISTORY     - 1970     MONUMENTED       MNDT
 PP1568  HISTORY     - 19930328 GOOD             MNDT
 PP1568
 PP1568                          STATION DESCRIPTION
 PP1568
 PP1568'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1568'4.5 MI SE FROM WEBSTER.
 PP1568'MARK IS LOCATED 3 MILES EAST AND 3.4 MILES SOUTH OF WEBSTER, 0.6 MILES
 PP1568'NORTH OF TH 19, 259 FEET EAST OF FAI 35, NORTHBOUND CENTERLINE STATION
 PP1568'75+80, 75 FEET EAST OF THE EAST FRONTAGE ROAD CENTERLINE, 75 FEET
 PP1568'SOUTHWEST OF THE WEST END OF A LARGE ADVERTISING SIGN (STUCKEYS) 10
 PP1568'FEET SOUTH OF A RIGHT OF WAY MARKER, 1 FOOT WEST OF THE EAST RIGHT OF
 PP1568'WAY FENCE, 1 FOOT WEST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT
 PP1568'PRE-CAST CONCRETE MONUMENT PROJECTING 1 INCH ABOVE GROUND.  NE 1/4
 PP1568'SECTION 25, T 112N, R 21W.
 PP1568
 PP1568                          STATION RECOVERY (1993)
 PP1568
 PP1568'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 PP1568'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED AND IS AT FAI 35
 PP1568'MP 70.31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1567 ***********************************************************************
 PP1567  DESIGNATION -  6680 EN
 PP1567  PID         -  PP1567
 PP1567  STATE/COUNTY-  MN/RICE
 PP1567  USGS QUAD   -  LITTLE CHICAGO (1960)
 PP1567
 PP1567                         *CURRENT SURVEY CONTROL
 PP1567  ___________________________________________________________________
 PP1567* NAD 83(1986)-  44 29 39.     (N)    093 17 27.     (W)     SCALED    
 PP1567* NAVD 88     -       318.208  (meters)    1043.99   (feet)  ADJUSTED  
 PP1567  ___________________________________________________________________
 PP1567  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 PP1567  DYNAMIC HT  -         318.171 (meters)    1043.87  (feet)  COMP
 PP1567  MODELED GRAV-     980,491.6   (mgal)                       NAVD 88
 PP1567
 PP1567  VERT ORDER  -  SECOND    CLASS 0
 PP1567
 PP1567.The horizontal coordinates were scaled from a topographic map and have
 PP1567.an estimated accuracy of +/- 6 seconds.
 PP1567
 PP1567.The orthometric height was determined by differential leveling
 PP1567.and adjusted by the National Geodetic Survey in June 1991..
 PP1567
 PP1567.The geoid height was determined by GEOID03.
 PP1567
 PP1567.The dynamic height is computed by dividing the NAVD 88
 PP1567.geopotential number by the normal gravity value computed on the
 PP1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1567.degrees latitude (g = 980.6199 gals.).
 PP1567
 PP1567.The modeled gravity was interpolated from observed gravity values.
 PP1567
 PP1567;                    North         East    Units  Estimated Accuracy
 PP1567;SPC MN S     -   266,260.      856,400.      MT  (+/- 180 meters Scaled)
 PP1567
 PP1567                          SUPERSEDED SURVEY CONTROL
 PP1567
 PP1567  NGVD 29 (??/??/92)  318.174  (m)         1043.88   (f) ADJ UNCH    2 0
 PP1567
 PP1567.Superseded values are not recommended for survey control.
 PP1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1567.See file dsdata.txt to determine how the superseded data were derived.
 PP1567
 PP1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK768268(NAD 83)
 PP1567_MARKER: DD = SURVEY DISK
 PP1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1567_STAMPING: 6680-EN 1970
 PP1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1567+STABILITY: SURFACE MOTION
 PP1567
 PP1567  HISTORY     - Date     Condition        Report By
 PP1567  HISTORY     - 1970     MONUMENTED       MNDT
 PP1567
 PP1567                          STATION DESCRIPTION
 PP1567
 PP1567'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1567'3.8 MI SE FROM WEBSTER.
 PP1567'MARK IS LOCATED 3 MILES EAST AND 2.4 MILES SOUTH OF THE TOWN OF
 PP1567'WEBSTER, 1.6 MILES NORTH OF T.H. 19, 250 FEET SOUTH OF A FARM ENTRANCE
 PP1567'(WEST), 201 FEET WEST OF FAI 35 SOUTHBOUND CENTERLINE STATION 131+15,
 PP1567'50 FEET WEST OF THE WEST FRONTAGE ROAD CENTERLINE, 1 FOOT EAST OF A
 PP1567'STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP1567'PROJECTING 1 INCH ABOVE GROUND.  NW 1/4 SECTION 24, T 112N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1566 ***********************************************************************
 PP1566  DESIGNATION -  6680 EP
 PP1566  PID         -  PP1566
 PP1566  STATE/COUNTY-  MN/RICE
 PP1566  USGS QUAD   -  LITTLE CHICAGO (1960)
 PP1566
 PP1566                         *CURRENT SURVEY CONTROL
 PP1566  ___________________________________________________________________
 PP1566* NAD 83(1986)-  44 29 52.     (N)    093 17 22.     (W)     SCALED    
 PP1566* NAVD 88     -       307.421  (meters)    1008.60   (feet)  ADJUSTED  
 PP1566  ___________________________________________________________________
 PP1566  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 PP1566  DYNAMIC HT  -         307.385 (meters)    1008.48  (feet)  COMP
 PP1566  MODELED GRAV-     980,492.1   (mgal)                       NAVD 88
 PP1566
 PP1566  VERT ORDER  -  SECOND    CLASS 0
 PP1566
 PP1566.The horizontal coordinates were scaled from a topographic map and have
 PP1566.an estimated accuracy of +/- 6 seconds.
 PP1566
 PP1566.The orthometric height was determined by differential leveling
 PP1566.and adjusted by the National Geodetic Survey in June 1991..
 PP1566
 PP1566.The geoid height was determined by GEOID03.
 PP1566
 PP1566.The dynamic height is computed by dividing the NAVD 88
 PP1566.geopotential number by the normal gravity value computed on the
 PP1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1566.degrees latitude (g = 980.6199 gals.).
 PP1566
 PP1566.The modeled gravity was interpolated from observed gravity values.
 PP1566
 PP1566;                    North         East    Units  Estimated Accuracy
 PP1566;SPC MN S     -   266,670.      856,510.      MT  (+/- 180 meters Scaled)
 PP1566
 PP1566                          SUPERSEDED SURVEY CONTROL
 PP1566
 PP1566  NGVD 29 (??/??/92)  307.386  (m)         1008.48   (f) ADJ UNCH    2 0
 PP1566
 PP1566.Superseded values are not recommended for survey control.
 PP1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1566.See file dsdata.txt to determine how the superseded data were derived.
 PP1566
 PP1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK769272(NAD 83)
 PP1566_MARKER: DD = SURVEY DISK
 PP1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1566_STAMPING: 6680-EP 1970
 PP1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1566+STABILITY: SURFACE MOTION
 PP1566
 PP1566  HISTORY     - Date     Condition        Report By
 PP1566  HISTORY     - 1970     MONUMENTED       MNDT
 PP1566
 PP1566                          STATION DESCRIPTION
 PP1566
 PP1566'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1566'3.8 MI SE FROM WEBSTER.
 PP1566'MARK IS LOCATED 3 MILES EAST AND 2.3 MILES SOUTH OF WEBSTER, 3.3 MILES
 PP1566'SOUTH OF COUNTY ROAD 138 (RICE-SCOTT COUNTY LINE) 1.7 MILES NORTH OF
 PP1566'T.H. 19, 98 FEET EAST OF FAI 35 NORTHBOUND CENTERLINE STATION 139+88,
 PP1566'1 FOOT WEST OF THE EAST RIGHT OF WAY FENCE, 0.5 FEET WEST OF A STEEL
 PP1566'WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET
 PP1566'FLUSH WITH THE GROUND.  NW 1/4 SECTION 24, T 112N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1565 ***********************************************************************
 PP1565  DESIGNATION -  6680 EQ
 PP1565  PID         -  PP1565
 PP1565  STATE/COUNTY-  MN/RICE
 PP1565  USGS QUAD   -  NEW MARKET (1974)
 PP1565
 PP1565                         *CURRENT SURVEY CONTROL
 PP1565  ___________________________________________________________________
 PP1565* NAD 83(1986)-  44 30 14.     (N)    093 17 22.     (W)     SCALED    
 PP1565* NAVD 88     -       325.951  (meters)    1069.39   (feet)  ADJUSTED  
 PP1565  ___________________________________________________________________
 PP1565  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 PP1565  DYNAMIC HT  -         325.914 (meters)    1069.27  (feet)  COMP
 PP1565  MODELED GRAV-     980,493.6   (mgal)                       NAVD 88
 PP1565
 PP1565  VERT ORDER  -  SECOND    CLASS 0
 PP1565
 PP1565.The horizontal coordinates were scaled from a topographic map and have
 PP1565.an estimated accuracy of +/- 6 seconds.
 PP1565
 PP1565.The orthometric height was determined by differential leveling
 PP1565.and adjusted by the National Geodetic Survey in June 1991..
 PP1565
 PP1565.The geoid height was determined by GEOID03.
 PP1565
 PP1565.The dynamic height is computed by dividing the NAVD 88
 PP1565.geopotential number by the normal gravity value computed on the
 PP1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1565.degrees latitude (g = 980.6199 gals.).
 PP1565
 PP1565.The modeled gravity was interpolated from observed gravity values.
 PP1565
 PP1565;                    North         East    Units  Estimated Accuracy
 PP1565;SPC MN S     -   267,350.      856,500.      MT  (+/- 180 meters Scaled)
 PP1565
 PP1565                          SUPERSEDED SURVEY CONTROL
 PP1565
 PP1565  NGVD 29 (??/??/92)  325.916  (m)         1069.28   (f) ADJ UNCH    2 0
 PP1565
 PP1565.Superseded values are not recommended for survey control.
 PP1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1565.See file dsdata.txt to determine how the superseded data were derived.
 PP1565
 PP1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK769278(NAD 83)
 PP1565_MARKER: DD = SURVEY DISK
 PP1565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1565_SP_SET: BRIDGE
 PP1565_STAMPING: 6680-EQ 1970
 PP1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1565
 PP1565  HISTORY     - Date     Condition        Report By
 PP1565  HISTORY     - 1970     MONUMENTED       MNDT
 PP1565  HISTORY     - 1986     GOOD             USPSQD
 PP1565
 PP1565                          STATION DESCRIPTION
 PP1565
 PP1565'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1565'3.5 MI SE FROM WEBSTER.
 PP1565'MARK IS LOCATED 3 MILES EAST AND 1.7 MILES SOUTH OF WEBSTER, 2.7 MILES
 PP1565'SOUTH OF COUNTY ROAD 138 (RICE-SCOTT COUNTY LINE).  1.25 MILES SOUTH
 PP1565'OF COUNTY ROAD 3, IN THE SOUTHEAST CORNER OF BRIDGE NO. 66824,
 PP1565'TOWNSHIP ROAD OVER FAI 35.  SE 1/4 SECTION 13, T 112N, R 21W.
 PP1565
 PP1565                          STATION RECOVERY (1986)
 PP1565
 PP1565'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1564 ***********************************************************************
 PP1564  DESIGNATION -  6680 ER
 PP1564  PID         -  PP1564
 PP1564  STATE/COUNTY-  MN/RICE
 PP1564  USGS QUAD   -  NEW MARKET (1974)
 PP1564
 PP1564                         *CURRENT SURVEY CONTROL
 PP1564  ___________________________________________________________________
 PP1564* NAD 83(1986)-  44 30 46.     (N)    093 17 17.     (W)     SCALED    
 PP1564* NAVD 88     -       301.679  (meters)     989.76   (feet)  ADJUSTED  
 PP1564  ___________________________________________________________________
 PP1564  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 PP1564  DYNAMIC HT  -         301.645 (meters)     989.65  (feet)  COMP
 PP1564  MODELED GRAV-     980,495.2   (mgal)                       NAVD 88
 PP1564
 PP1564  VERT ORDER  -  SECOND    CLASS 0
 PP1564
 PP1564.The horizontal coordinates were scaled from a topographic map and have
 PP1564.an estimated accuracy of +/- 6 seconds.
 PP1564
 PP1564.The orthometric height was determined by differential leveling
 PP1564.and adjusted by the National Geodetic Survey in June 1991..
 PP1564
 PP1564.The geoid height was determined by GEOID03.
 PP1564
 PP1564.The dynamic height is computed by dividing the NAVD 88
 PP1564.geopotential number by the normal gravity value computed on the
 PP1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1564.degrees latitude (g = 980.6199 gals.).
 PP1564
 PP1564.The modeled gravity was interpolated from observed gravity values.
 PP1564
 PP1564;                    North         East    Units  Estimated Accuracy
 PP1564;SPC MN S     -   268,330.      856,600.      MT  (+/- 180 meters Scaled)
 PP1564
 PP1564                          SUPERSEDED SURVEY CONTROL
 PP1564
 PP1564  NGVD 29 (??/??/92)  301.642  (m)          989.64   (f) ADJ UNCH    2 0
 PP1564
 PP1564.Superseded values are not recommended for survey control.
 PP1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1564.See file dsdata.txt to determine how the superseded data were derived.
 PP1564
 PP1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK771288(NAD 83)
 PP1564_MARKER: DD = SURVEY DISK
 PP1564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1564_SP_SET: CULVERT
 PP1564_STAMPING: 6680-ER 1970
 PP1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1564
 PP1564  HISTORY     - Date     Condition        Report By
 PP1564  HISTORY     - 1970     MONUMENTED       MNDT
 PP1564
 PP1564                          STATION DESCRIPTION
 PP1564
 PP1564'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1564'3.3 MI SE FROM WEBSTER.
 PP1564'MARK IS LOCATED ABOUT 3.2 MILES EAST AND 1.2 MILES SOUTH OF WEBSTER,
 PP1564'2.2 MILES SOUTH OF COUNTY ROAD 138 (RICE - SCOTT COUNTY LINE) 0.7
 PP1564'MILES SOUTH OF COUNTY ROAD 3, IN THE SOUTHEAST CORNER OF A BOX CULVERT
 PP1564'UNDER FAI 35.  NE 1/4 SECTION 13, T 112N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0914 ***********************************************************************
 PP0914  DESIGNATION -  6680 ET
 PP0914  PID         -  PP0914
 PP0914  STATE/COUNTY-  MN/RICE
 PP0914  USGS QUAD   -  NEW MARKET (1974)
 PP0914
 PP0914                         *CURRENT SURVEY CONTROL
 PP0914  ___________________________________________________________________
 PP0914* NAD 83(1986)-  44 31 21.     (N)    093 17 37.     (W)     SCALED    
 PP0914* NAVD 88     -       330.037  (meters)    1082.80   (feet)  ADJUSTED  
 PP0914  ___________________________________________________________________
 PP0914  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 PP0914  DYNAMIC HT  -         330.001 (meters)    1082.68  (feet)  COMP
 PP0914  MODELED GRAV-     980,497.1   (mgal)                       NAVD 88
 PP0914
 PP0914  VERT ORDER  -  SECOND    CLASS 0
 PP0914
 PP0914.The horizontal coordinates were scaled from a topographic map and have
 PP0914.an estimated accuracy of +/- 6 seconds.
 PP0914
 PP0914.The orthometric height was determined by differential leveling
 PP0914.and adjusted by the National Geodetic Survey in June 1991..
 PP0914
 PP0914.The geoid height was determined by GEOID03.
 PP0914
 PP0914.The dynamic height is computed by dividing the NAVD 88
 PP0914.geopotential number by the normal gravity value computed on the
 PP0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0914.degrees latitude (g = 980.6199 gals.).
 PP0914
 PP0914.The modeled gravity was interpolated from observed gravity values.
 PP0914
 PP0914;                    North         East    Units  Estimated Accuracy
 PP0914;SPC MN S     -   269,410.      856,150.      MT  (+/- 180 meters Scaled)
 PP0914
 PP0914                          SUPERSEDED SURVEY CONTROL
 PP0914
 PP0914  NGVD 29 (??/??/92)  329.998  (m)         1082.67   (f) ADJ UNCH    2 0
 PP0914
 PP0914.Superseded values are not recommended for survey control.
 PP0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0914.See file dsdata.txt to determine how the superseded data were derived.
 PP0914
 PP0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK766299(NAD 83)
 PP0914_MARKER: DD = SURVEY DISK
 PP0914_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0914_SP_SET: BRIDGE
 PP0914_STAMPING: 6680-ET 1970
 PP0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0914
 PP0914  HISTORY     - Date     Condition        Report By
 PP0914  HISTORY     - 1970     MONUMENTED       MNDT
 PP0914  HISTORY     - 1986     GOOD             USPSQD
 PP0914
 PP0914                          STATION DESCRIPTION
 PP0914
 PP0914'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0914'2.9 MI ESE FROM WEBSTER.
 PP0914'MARK IS LOCATED 2.9 MILES EAST AND 0.5 MILES SOUTH OF WEBSTER, 1.5
 PP0914'MILES SOUTH OF COUNTY ROAD 138 (RICE-SCOTT COUNTY LINE) IN THE
 PP0914'SOUTHEAST CORNER OF BRIDGE NO. 66807, COUNTY ROAD 3 OVER FAI 35.  SE
 PP0914'1/4 SECTION 12, T 112N, R 21W.
 PP0914
 PP0914                          STATION RECOVERY (1986)
 PP0914
 PP0914'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0913 ***********************************************************************
 PP0913  DESIGNATION -  6680 EU
 PP0913  PID         -  PP0913
 PP0913  STATE/COUNTY-  MN/RICE
 PP0913  USGS QUAD   -  NEW MARKET (1974)
 PP0913
 PP0913                         *CURRENT SURVEY CONTROL
 PP0913  ___________________________________________________________________
 PP0913* NAD 83(1986)-  44 31 51.     (N)    093 17 56.     (W)     SCALED    
 PP0913* NAVD 88     -       321.729  (meters)    1055.54   (feet)  ADJUSTED  
 PP0913  ___________________________________________________________________
 PP0913  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 PP0913  DYNAMIC HT  -         321.694 (meters)    1055.42  (feet)  COMP
 PP0913  MODELED GRAV-     980,498.8   (mgal)                       NAVD 88
 PP0913
 PP0913  VERT ORDER  -  SECOND    CLASS 0
 PP0913
 PP0913.The horizontal coordinates were scaled from a topographic map and have
 PP0913.an estimated accuracy of +/- 6 seconds.
 PP0913
 PP0913.The orthometric height was determined by differential leveling
 PP0913.and adjusted by the National Geodetic Survey in June 1991..
 PP0913
 PP0913.The geoid height was determined by GEOID03.
 PP0913
 PP0913.The dynamic height is computed by dividing the NAVD 88
 PP0913.geopotential number by the normal gravity value computed on the
 PP0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0913.degrees latitude (g = 980.6199 gals.).
 PP0913
 PP0913.The modeled gravity was interpolated from observed gravity values.
 PP0913
 PP0913;                    North         East    Units  Estimated Accuracy
 PP0913;SPC MN S     -   270,330.      855,730.      MT  (+/- 180 meters Scaled)
 PP0913
 PP0913                          SUPERSEDED SURVEY CONTROL
 PP0913
 PP0913  NGVD 29 (??/??/92)  321.688  (m)         1055.40   (f) ADJ UNCH    2 0
 PP0913
 PP0913.Superseded values are not recommended for survey control.
 PP0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0913.See file dsdata.txt to determine how the superseded data were derived.
 PP0913
 PP0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK762308(NAD 83)
 PP0913_MARKER: DD = SURVEY DISK
 PP0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0913_STAMPING: 6680-AU 1970
 PP0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0913+STABILITY: SURFACE MOTION
 PP0913
 PP0913  HISTORY     - Date     Condition        Report By
 PP0913  HISTORY     - 1970     MONUMENTED       MNDT
 PP0913
 PP0913                          STATION DESCRIPTION
 PP0913
 PP0913'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0913'2.7 MI E FROM WEBSTER.
 PP0913'MARK IS LOCATED 2.7 MILES EAST OF WEBSTER, 1 MILE SOUTH OF COUNTY ROAD
 PP0913'138, 0.5 MILES NORTH OF COUNTY ROAD 3, 98 FEET EAST OF FAI 35
 PP0913'NORTHBOUND CENTERLINE STATION 264+85, 3 FEET WEST OF THE EAST RIGHT OF
 PP0913'WAY FENCE, 1 FOOT WEST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT
 PP0913'PRE-CAST CONCRETE MONUMENT SET 2 INCHES BELOW GROUND.  SW 1/4 SECTION
 PP0913'1, T 112N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1620 ***********************************************************************
 PP1620  DESIGNATION -  6680 G
 PP1620  PID         -  PP1620
 PP1620  STATE/COUNTY-  MN/RICE
 PP1620  USGS QUAD   -  FARIBAULT (1991)
 PP1620
 PP1620                         *CURRENT SURVEY CONTROL
 PP1620  ___________________________________________________________________
 PP1620* NAD 83(1996)-  44 15 15.77052(N)    093 17 09.74439(W)     ADJUSTED  
 PP1620* NAVD 88     -       341.484  (meters)    1120.35   (feet)  ADJUSTED  
 PP1620  ___________________________________________________________________
 PP1620  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 PP1620  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 PP1620  DYNAMIC HT  -         341.444 (meters)    1120.22  (feet)  COMP
 PP1620  MODELED GRAV-     980,490.1   (mgal)                       NAVD 88
 PP1620
 PP1620  HORZ ORDER  -  THIRD
 PP1620  VERT ORDER  -  SECOND    CLASS 0
 PP1620
 PP1620.The horizontal coordinates were established by classical geodetic methods
 PP1620.and adjusted by the National Geodetic Survey in March 1999..
 PP1620.No horizontal observational check was made to the station.
 PP1620
 PP1620.The orthometric height was determined by differential leveling
 PP1620.and adjusted by the National Geodetic Survey in June 1991..
 PP1620
 PP1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1620
 PP1620.The geoid height was determined by GEOID03.
 PP1620
 PP1620.The dynamic height is computed by dividing the NAVD 88
 PP1620.geopotential number by the normal gravity value computed on the
 PP1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1620.degrees latitude (g = 980.6199 gals.).
 PP1620
 PP1620.The modeled gravity was interpolated from observed gravity values.
 PP1620
 PP1620;                    North         East     Units Scale Factor Converg.
 PP1620;SPC MN S     -   239,624.874   857,014.132   MT  0.99993129   +0 30 01.6
 PP1620;UTM  15      - 4,900,166.753   477,165.196   MT  0.99960641   -0 11 58.6
 PP1620
 PP1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1620!SPC MN S     -   0.99995086  x   0.99993129  =   0.99988216
 PP1620!UTM  15      -   0.99995086  x   0.99960641  =   0.99955729
 PP1620
 PP1620                          SUPERSEDED SURVEY CONTROL
 PP1620
 PP1620  NAD 83(1986)-  44 15 15.75728(N)    093 17 09.74399(W) AD(       ) 3
 PP1620  NAD 27      -  44 15 15.88867(N)    093 17 08.96760(W) AD(       ) 3
 PP1620  NGVD 29 (??/??/92)  341.478  (m)         1120.33   (f) ADJ UNCH    2 0
 PP1620
 PP1620.Superseded values are not recommended for survey control.
 PP1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1620.See file dsdata.txt to determine how the superseded data were derived.
 PP1620
 PP1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7716500167(NAD 83)
 PP1620_MARKER: DB = BENCH MARK DISK
 PP1620_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1620_SP_SET: BRIDGE ABUTMENT
 PP1620_STAMPING: 6680 G 1970
 PP1620_MARK LOGO: MNDT  
 PP1620_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1620+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1993
 PP1620
 PP1620  HISTORY     - Date     Condition        Report By
 PP1620  HISTORY     - 1970     MONUMENTED       MNDT
 PP1620  HISTORY     - 1973     GOOD             MNDT
 PP1620  HISTORY     - 1986     GOOD             USPSQD
 PP1620  HISTORY     - 19930329 GOOD             MNDT
 PP1620  HISTORY     - 19930329 GOOD             MNDT
 PP1620  HISTORY     - 19960821 GOOD             USPSQD
 PP1620
 PP1620                          STATION DESCRIPTION
 PP1620
 PP1620'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1620'1.5 MI S FROM FARIBAULT.
 PP1620'MARK IS LOCATED 1.5 MILES SOUTH OF THE SOUTH JUNCTION OF FAI 35 AND
 PP1620'T.H. 65 IN FARIBAULT, IN THE SOUTHEAST CORNER OF BRIDGE NO. 66823,
 PP1620'COUNTY ROAD 39 OVER FAI 35 AND THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP1620'PACIFIC RAILROAD.  NE 1/4 SECTION 15, T 109N, R 21W.
 PP1620
 PP1620                          STATION RECOVERY (1973)
 PP1620
 PP1620'RECOVERY NOTE BY MN DEPT OF TRANSP 1973
 PP1620'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH-SOUTHWEST OF FARIBAULT
 PP1620'IN THE NE 1/4 OF SECTION 13, T 109N, R21W, AT THE NORTHEAST CORNER
 PP1620'OF BRIDGE NUMBER 66823 (T.H. 35 UNDER RICE COUNTY ROAD 39).
 PP1620'
 PP1620'TO REACH THE STATION FROM THE JUNCTION OF T.H. 60 AND T.H. 65
 PP1620'IN FARIBAULT, GO SOUTH-SOUTHWEST ON T.H. 65 FOR 2 MILES TO ROAD
 PP1620'RIGHT AND DERHAM AZIMUTH MARK (MHD), TURN RIGHT AND GO SOUTH FOR
 PP1620'0.75 MILE TO ROAD LEFT, TURN LEFT AND GO EAST FOR 0.3 MILE TO
 PP1620'BRIDGE AND STATION NEAR THE NORTHEAST CORNER OF BRIDGE.
 PP1620'
 PP1620'THE STATION MARK IS A STANDARD MHD BENCH MARK DISK STAMPED
 PP1620'6680 G 1970, IS SET IN THE SOUTHEAST CORNER OF THE BRIDGE
 PP1620'(NO. 66823), 34.77 FEET SOUTH OF THE STATION.
 PP1620
 PP1620                          STATION RECOVERY (1986)
 PP1620
 PP1620'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1620'RECOVERED IN GOOD CONDITION.
 PP1620
 PP1620                          STATION RECOVERY (1993)
 PP1620
 PP1620'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 PP1620'RECOVERED AS DESCRIBED IN L110.
 PP1620
 PP1620                          STATION RECOVERY (1993)
 PP1620
 PP1620'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 PP1620'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PP1620
 PP1620                          STATION RECOVERY (1996)
 PP1620
 PP1620'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP1620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5951 ***********************************************************************
 DF5951  DESIGNATION -  67
 DF5951  PID         -  DF5951
 DF5951  STATE/COUNTY-  MN/PINE
 DF5951  USGS QUAD   -  MOOSE LAKE (1981)
 DF5951
 DF5951                         *CURRENT SURVEY CONTROL
 DF5951  ___________________________________________________________________
 DF5951* NAD 83(1996)-  46 22 31.70064(N)    092 51 01.46430(W)     ADJUSTED  
 DF5951* NAVD 88     -       330.3    (meters)    1084.     (feet)  GPS OBS   
 DF5951  ___________________________________________________________________
 DF5951  X           -    -219,223.556 (meters)                     COMP
 DF5951  Y           -  -4,402,957.743 (meters)                     COMP
 DF5951  Z           -   4,594,359.953 (meters)                     COMP
 DF5951  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 DF5951  ELLIP HEIGHT-         302.52  (meters)          (05/27/03) GPS OBS
 DF5951  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 DF5951
 DF5951  HORZ ORDER  -  FIRST
 DF5951  ELLP ORDER  -  THIRD     CLASS I
 DF5951
 DF5951.The horizontal coordinates were established by GPS observations
 DF5951.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5951
 DF5951.The orthometric height was determined by GPS observations and a
 DF5951.high-resolution geoid model.
 DF5951
 DF5951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5951
 DF5951.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5951
 DF5951.The ellipsoidal height was determined by GPS observations
 DF5951.and is referenced to NAD 83.
 DF5951
 DF5951.The geoid height was determined by GEOID03.
 DF5951
 DF5951;                    North         East     Units Scale Factor Converg.
 DF5951;SPC MN C     -   253,829.853   907,667.457   MT  0.99992227   +1 00 44.8
 DF5951;UTM  15      - 5,135,777.299   511,504.750   MT  0.99960163   +0 06 29.8
 DF5951
 DF5951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5951!SPC MN C     -   0.99995258  x   0.99992227  =   0.99987485
 DF5951!UTM  15      -   0.99995258  x   0.99960163  =   0.99955423
 DF5951
 DF5951                          SUPERSEDED SURVEY CONTROL
 DF5951
 DF5951.No superseded survey control is available for this station.
 DF5951
 DF5951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1150535777(NAD 83)
 DF5951_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5951_STAMPING: NO 67
 DF5951_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5951+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5951
 DF5951  HISTORY     - Date     Condition        Report By
 DF5951  HISTORY     - 1999     MONUMENTED       MN-115
 DF5951
 DF5951                          STATION DESCRIPTION
 DF5951
 DF5951'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5951'1.25 MI (2.01 KM) WEST ON CO RD 46 FROM JCT OF CO RD 61 AT STURGEON
 DF5951'LAKE THEN 0.8 MI (1.3 KM) WEST SOUTH AND WEST ON NELSON RD, 32 FT (9.8
 DF5951'M) NORTH OF NELSON RD, 50 FT (15.2 M) WEST OF P-POLE, AT CREST OF
 DF5951'HILL, 2 FT (0.6 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5247 ***********************************************************************
 DG5247  DESIGNATION -  67 G
 DG5247  PID         -  DG5247
 DG5247  STATE/COUNTY-  MN/MARSHALL
 DG5247  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5247
 DG5247                         *CURRENT SURVEY CONTROL
 DG5247  ___________________________________________________________________
 DG5247* NAD 83(1986)-  48 13 48.     (N)    096 11 39.     (W)     SCALED    
 DG5247* NAVD 88     -       348.649  (meters)    1143.86   (feet)  ADJUSTED  
 DG5247  ___________________________________________________________________
 DG5247  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DG5247  DYNAMIC HT  -         348.720 (meters)    1144.09  (feet)  COMP
 DG5247  MODELED GRAV-     980,805.6   (mgal)                       NAVD 88
 DG5247
 DG5247  VERT ORDER  -  SECOND    CLASS I
 DG5247
 DG5247.The horizontal coordinates were scaled from a topographic map and have
 DG5247.an estimated accuracy of +/- 6 seconds.
 DG5247
 DG5247.The orthometric height was determined by differential leveling
 DG5247.and adjusted by the National Geodetic Survey in July 2004..
 DG5247
 DG5247.The geoid height was determined by GEOID03.
 DG5247
 DG5247.The dynamic height is computed by dividing the NAVD 88
 DG5247.geopotential number by the normal gravity value computed on the
 DG5247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5247.degrees latitude (g = 980.6199 gals.).
 DG5247
 DG5247.The modeled gravity was interpolated from observed gravity values.
 DG5247
 DG5247;                    North         East    Units  Estimated Accuracy
 DG5247;SPC MN N     -   296,930.      570,200.      MT  (+/- 180 meters Scaled)
 DG5247
 DG5247                          SUPERSEDED SURVEY CONTROL
 DG5247
 DG5247.No superseded survey control is available for this station.
 DG5247
 DG5247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU083456(NAD 83)
 DG5247_MARKER: DD = SURVEY DISK
 DG5247_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5247_STAMPING: 67 G
 DG5247_MARK LOGO: GRLKGA
 DG5247_PROJECTION: RECESSED 20 CENTIMETERS
 DG5247_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5247+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 DG5247
 DG5247  HISTORY     - Date     Condition        Report By
 DG5247  HISTORY     - 2000     MONUMENTED       GRLKGA
 DG5247  HISTORY     - 20030618 GOOD             MNDT
 DG5247
 DG5247                          STATION DESCRIPTION
 DG5247
 DG5247'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5247'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 8.0 MILES (12.9
 DG5247'KM) NORTH OF THIEF RIVER FALLS, 7.95 MILES (12.79 KM) NORTH ALONG
 DG5247'TRUNK HIGHWAY 32 FROM JUNCTION OF TRUNK HIGHWAY 32 AND TRUNK HIGHWAY
 DG5247'59 IN THIEF RVER FALLS, AT TRUNK HIGHWAY 32 MILEPOINT 112.05, 63.4
 DG5247'FEET (19.3 M) WEST OF TRUNK HIGHWAY 32, 34.0 FEET (10.4 M) EAST OF
 DG5247'EAST RAIL OF R/R TRACKS, 0.70 FEET (21.34 CM) EAST OF CARBONITE
 DG5247'WITNESS POST.  THE MARK, A GREAT LAKES GAS TRANSMISSION COMPANY GPS
 DG5247'DISK SET ON TOP OF A DRIVEN ALUMINUM ROD WITH AN UNKNOWN DEPTH IS,
 DG5247'RECESSED 8 INCHES, MAGNETIC, AND SUITABLE FOR GPS.  SETTING DATE IS AN
 DG5247'ESTIMATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6294 ***********************************************************************
 DG6294  DESIGNATION -  67 KEE
 DG6294  PID         -  DG6294
 DG6294  STATE/COUNTY-  MN/BELTRAMI
 DG6294  USGS QUAD   -  GATES CORNER (1973)
 DG6294
 DG6294                         *CURRENT SURVEY CONTROL
 DG6294  ___________________________________________________________________
 DG6294* NAD 83(1986)-  48 27 10.     (N)    095 19 09.     (W)     SCALED    
 DG6294* NAVD 88     -       380.966  (meters)    1249.89   (feet)  ADJUSTED  
 DG6294  ___________________________________________________________________
 DG6294  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DG6294  DYNAMIC HT  -         381.054 (meters)    1250.17  (feet)  COMP
 DG6294  MODELED GRAV-     980,830.6   (mgal)                       NAVD 88
 DG6294
 DG6294  VERT ORDER  -  SECOND    CLASS I
 DG6294
 DG6294.The horizontal coordinates were scaled from a topographic map and have
 DG6294.an estimated accuracy of +/- 6 seconds.
 DG6294
 DG6294.The orthometric height was determined by differential leveling
 DG6294.and adjusted by the National Geodetic Survey in March 2005..
 DG6294.No vertical observational check was made to the station.
 DG6294
 DG6294.The geoid height was determined by GEOID03.
 DG6294
 DG6294.The dynamic height is computed by dividing the NAVD 88
 DG6294.geopotential number by the normal gravity value computed on the
 DG6294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6294.degrees latitude (g = 980.6199 gals.).
 DG6294
 DG6294.The modeled gravity was interpolated from observed gravity values.
 DG6294
 DG6294;                    North         East    Units  Estimated Accuracy
 DG6294;SPC MN N     -   319,460.      635,880.      MT  (+/- 180 meters Scaled)
 DG6294
 DG6294                          SUPERSEDED SURVEY CONTROL
 DG6294
 DG6294.No superseded survey control is available for this station.
 DG6294
 DG6294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP285692(NAD 83)
 DG6294_MARKER: DD = SURVEY DISK
 DG6294_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG6294_SP_SET: FIRE TOWER FOOTING
 DG6294_STAMPING: 67 KEE 1967
 DG6294_MARK LOGO: USGS  
 DG6294_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6294+STABILITY: SURFACE MOTION
 DG6294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6294+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2004
 DG6294
 DG6294  HISTORY     - Date     Condition        Report By
 DG6294  HISTORY     - 1967     MONUMENTED       USGS
 DG6294  HISTORY     - 20040702 GOOD             MNDT
 DG6294
 DG6294                          STATION DESCRIPTION
 DG6294
 DG6294'DESCRIBED BY MN DEPT OF TRANSP 2004 (MPP)
 DG6294'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 12.0 MILES
 DG6294'(19.3 KM) NORTH AND 1.0 MILES (1.6 KM) EAST OF FOUR TOWN, 2.0 MILES
 DG6294'(3.2 KM) NORTH ALONG COUNTY ROAD 44, THENCE 1.0 MILES (1.6 KM) NORTH
 DG6294'ON COUNTY ROAD 704, THENCE 9.35 MILES (15.05 KM) NORTH ON FOUR TOWN
 DG6294'ROAD NORTHWEST, 167.0 FEET (50.9 M) NORTH OF MOOSE RIVER ROAD
 DG6294'NORTHWEST, 71 FEET (21.6 M) NORTH AND 67 FEET (20.4 M) WEST OF PRIVATE
 DG6294'DRIVE WEST TO SHACK, IN SOUTHEAST CORNER OF SOUTHWEST FOOTING OF OLD
 DG6294'FIRE TOWER, 1.5 FEET (0.5 M) NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6281 ***********************************************************************
 DG6281  DESIGNATION -  67 KEE 1
 DG6281  PID         -  DG6281
 DG6281  STATE/COUNTY-  MN/BELTRAMI
 DG6281  USGS QUAD   -  SHILLING DAM NW (1973)
 DG6281
 DG6281                         *CURRENT SURVEY CONTROL
 DG6281  ___________________________________________________________________
 DG6281* NAD 83(1986)-  48 27 07.     (N)    095 14 35.     (W)     SCALED    
 DG6281* NAVD 88     -       382.528  (meters)    1255.01   (feet)  ADJUSTED  
 DG6281  ___________________________________________________________________
 DG6281  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DG6281  DYNAMIC HT  -         382.616 (meters)    1255.30  (feet)  COMP
 DG6281  MODELED GRAV-     980,829.2   (mgal)                       NAVD 88
 DG6281
 DG6281  VERT ORDER  -  SECOND    CLASS I
 DG6281
 DG6281.The horizontal coordinates were scaled from a topographic map and have
 DG6281.an estimated accuracy of +/- 6 seconds.
 DG6281
 DG6281.The orthometric height was determined by differential leveling
 DG6281.and adjusted by the National Geodetic Survey in March 2005..
 DG6281.No vertical observational check was made to the station.
 DG6281
 DG6281.The geoid height was determined by GEOID03.
 DG6281
 DG6281.The dynamic height is computed by dividing the NAVD 88
 DG6281.geopotential number by the normal gravity value computed on the
 DG6281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6281.degrees latitude (g = 980.6199 gals.).
 DG6281
 DG6281.The modeled gravity was interpolated from observed gravity values.
 DG6281
 DG6281;                    North         East    Units  Estimated Accuracy
 DG6281;SPC MN N     -   319,210.      641,500.      MT  (+/- 180 meters Scaled)
 DG6281
 DG6281                          SUPERSEDED SURVEY CONTROL
 DG6281
 DG6281.No superseded survey control is available for this station.
 DG6281
 DG6281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP341689(NAD 83)
 DG6281_MARKER: DD = SURVEY DISK
 DG6281_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6281_STAMPING: 67 KEE 1
 DG6281_MARK LOGO: MNDT  
 DG6281_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6281+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG6281
 DG6281  HISTORY     - Date     Condition        Report By
 DG6281  HISTORY     - 2003     MONUMENTED       MNDT
 DG6281
 DG6281                          STATION DESCRIPTION
 DG6281
 DG6281'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG6281'THE MARK IS 13 MILES (20.9 KM) NORTH-NORTHEAST OF FOUR TOWN, 1.8 MILES
 DG6281'(2.9 KM) NORTH ALONG COUNTY ROAD 44 FROM JUNCTION OF COUNTY ROAD 44
 DG6281'AND TRUNK HIGHWAY 89 IN FOUR TOWN, THENCE 1.15 MILES (1.85 KM) NORTH
 DG6281'ON COUNTY ROAD 704, THENCE 9.3 MILES (15.0 KM) NORTH ON FOUR TOWN ROAD
 DG6281'NORTHWEST, 28.0 FEET (8.5 M) SOUTH OF MOOSE RIVER ROAD NORTHWEST, 9.2
 DG6281'FEET (2.8 M) EAST ON HIKING TRAIL, 1.7 FEET (0.5 M) WEST OF WITNESS
 DG6281'POST.  THE MARK, A STANDARD STATE OF MINNESOTA DEPARTMENT OF
 DG6281'TRANSPORTATION GEODETIC MARK DISK SET ON TOP OF A 15 FOOT (4.6 M)
 DG6281'DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER FIN IS FLUSH,
 DG6281'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5231 ***********************************************************************
 DG5231  DESIGNATION -  67 Z
 DG5231  PID         -  DG5231
 DG5231  STATE/COUNTY-  MN/MARSHALL
 DG5231  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5231
 DG5231                         *CURRENT SURVEY CONTROL
 DG5231  ___________________________________________________________________
 DG5231* NAD 83(1986)-  48 14 05.     (N)    096 11 38.     (W)     SCALED    
 DG5231* NAVD 88     -       349.523  (meters)    1146.73   (feet)  ADJUSTED  
 DG5231  ___________________________________________________________________
 DG5231  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DG5231  DYNAMIC HT  -         349.595 (meters)    1146.96  (feet)  COMP
 DG5231  MODELED GRAV-     980,806.4   (mgal)                       NAVD 88
 DG5231
 DG5231  VERT ORDER  -  SECOND    CLASS I
 DG5231
 DG5231.The horizontal coordinates were scaled from a topographic map and have
 DG5231.an estimated accuracy of +/- 6 seconds.
 DG5231
 DG5231.The orthometric height was determined by differential leveling
 DG5231.and adjusted by the National Geodetic Survey in July 2004..
 DG5231
 DG5231.The geoid height was determined by GEOID03.
 DG5231
 DG5231.The dynamic height is computed by dividing the NAVD 88
 DG5231.geopotential number by the normal gravity value computed on the
 DG5231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5231.degrees latitude (g = 980.6199 gals.).
 DG5231
 DG5231.The modeled gravity was interpolated from observed gravity values.
 DG5231
 DG5231;                    North         East    Units  Estimated Accuracy
 DG5231;SPC MN N     -   297,460.      570,250.      MT  (+/- 180 meters Scaled)
 DG5231
 DG5231                          SUPERSEDED SURVEY CONTROL
 DG5231
 DG5231.No superseded survey control is available for this station.
 DG5231
 DG5231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU083461(NAD 83)
 DG5231_MARKER: DD = SURVEY DISK
 DG5231_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5231_STAMPING: 67 Z
 DG5231_MARK LOGO: GRLKGA
 DG5231_PROJECTION: RECESSED 18 CENTIMETERS
 DG5231_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5231+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 DG5231
 DG5231  HISTORY     - Date     Condition        Report By
 DG5231  HISTORY     - 2000     MONUMENTED       GRLKGA
 DG5231  HISTORY     - 20030618 GOOD             MNDT
 DG5231
 DG5231                          STATION DESCRIPTION
 DG5231
 DG5231'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5231'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 8.0 MILES (12.9
 DG5231'KM) NORTH OF THIEF RIVER FALLS, 8.3 MILES (13.4 KM) NORTH ALONG TRUNK
 DG5231'HIGHWAY 32 FROM JUNCTION OF TRUNK HIGHWAY 32 AND TRUNK HIGHWAY 59 IN
 DG5231'THIEF RIVER FALLS, AT TRUNK HIGHWAY 32 MILEPOINT 112.35, 34.8 FEET
 DG5231'(10.6 M) WEST OF TRUNK HIGHWAY 32, 62.5 FEET (19.1 M) EAST OF EAST
 DG5231'RAIL OF RAILROAD TRACKS, 1.1 FEET (0.3 M) EAST OF WITNESS POST. THE
 DG5231'MARK, A GREAT LAKES GAS TRANSMISSION COMPANY GPS DISK SET ON TOP OF A
 DG5231'DRIVEN ALUMINUM ROD WITH AN UNKNOWN DEPTH IS, RECESSED 7 INCHES,
 DG5231'MAGNETIC, AND SUITABLE FOR GPS.  SETTING DATE IS AN ESTIMATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7473 ***********************************************************************
 DG7473  DESIGNATION -  6703 AA
 DG7473  PID         -  DG7473
 DG7473  STATE/COUNTY-  MN/ROCK
 DG7473  USGS QUAD   -  VALLEY SPRINGS (1978)
 DG7473
 DG7473                         *CURRENT SURVEY CONTROL
 DG7473  ___________________________________________________________________
 DG7473* NAD 83(1986)-  43 35 39.     (N)    096 25 54.     (W)     SCALED    
 DG7473* NAVD 88     -       423.617  (meters)    1389.82   (feet)  ADJUSTED  
 DG7473  ___________________________________________________________________
 DG7473  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 DG7473  DYNAMIC HT  -         423.510 (meters)    1389.47  (feet)  COMP
 DG7473  MODELED GRAV-     980,352.6   (mgal)                       NAVD 88
 DG7473
 DG7473  VERT ORDER  -  SECOND    CLASS I
 DG7473
 DG7473.The horizontal coordinates were scaled from a topographic map and have
 DG7473.an estimated accuracy of +/- 6 seconds.
 DG7473
 DG7473.The orthometric height was determined by differential leveling
 DG7473.and adjusted by the National Geodetic Survey in December 2004..
 DG7473.No vertical observational check was made to the station.
 DG7473
 DG7473.The geoid height was determined by GEOID03.
 DG7473
 DG7473.The dynamic height is computed by dividing the NAVD 88
 DG7473.geopotential number by the normal gravity value computed on the
 DG7473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7473.degrees latitude (g = 980.6199 gals.).
 DG7473
 DG7473.The modeled gravity was interpolated from observed gravity values.
 DG7473
 DG7473;                    North         East    Units  Estimated Accuracy
 DG7473;SPC MN S     -   168,940.      603,660.      MT  (+/- 180 meters Scaled)
 DG7473
 DG7473                          SUPERSEDED SURVEY CONTROL
 DG7473
 DG7473.No superseded survey control is available for this station.
 DG7473
 DG7473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP073300(NAD 83)
 DG7473_MARKER: DB = BENCH MARK DISK
 DG7473_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG7473_SP_SET: BRIDGE ABUTMENT
 DG7473_STAMPING: 6703 AA 1955
 DG7473_MARK LOGO: MNHD  
 DG7473_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7473+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1992
 DG7473
 DG7473  HISTORY     - Date     Condition        Report By
 DG7473  HISTORY     - 1955     MONUMENTED       MNHD
 DG7473  HISTORY     - 19920506 GOOD             MNDT
 DG7473
 DG7473                          STATION DESCRIPTION
 DG7473
 DG7473'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7473'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 36, T102N, R47W, IN
 DG7473'MANLEY.  THE MARK IS SET IN THE SE COR OF TH 23 BRDG NO 6787, 1.05 MI
 DG7473'(1.69 KM) SOUTH ALONG TH 23 FROM THE JCT OF TH 23 AND FAI 90, AT TH 23
 DG7473'MP 0.3, AND 18 FT (5.5 M) EAST OF TH 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7466 ***********************************************************************
 DG7466  DESIGNATION -  6703 AB
 DG7466  PID         -  DG7466
 DG7466  STATE/COUNTY-  MN/ROCK
 DG7466  USGS QUAD   -  GARRETSON EAST (1967)
 DG7466
 DG7466                         *CURRENT SURVEY CONTROL
 DG7466  ___________________________________________________________________
 DG7466* NAD 83(1986)-  43 41 24.     (N)    096 26 01.     (W)     SCALED    
 DG7466* NAVD 88     -       481.011  (meters)    1578.12   (feet)  ADJUSTED  
 DG7466  ___________________________________________________________________
 DG7466  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 DG7466  DYNAMIC HT  -         480.894 (meters)    1577.73  (feet)  COMP
 DG7466  MODELED GRAV-     980,361.4   (mgal)                       NAVD 88
 DG7466
 DG7466  VERT ORDER  -  SECOND    CLASS I
 DG7466
 DG7466.The horizontal coordinates were scaled from a topographic map and have
 DG7466.an estimated accuracy of +/- 6 seconds.
 DG7466
 DG7466.The orthometric height was determined by differential leveling
 DG7466.and adjusted by the National Geodetic Survey in December 2004..
 DG7466
 DG7466.The geoid height was determined by GEOID03.
 DG7466
 DG7466.The dynamic height is computed by dividing the NAVD 88
 DG7466.geopotential number by the normal gravity value computed on the
 DG7466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7466.degrees latitude (g = 980.6199 gals.).
 DG7466
 DG7466.The modeled gravity was interpolated from observed gravity values.
 DG7466
 DG7466;                    North         East    Units  Estimated Accuracy
 DG7466;SPC MN S     -   179,590.      603,820.      MT  (+/- 180 meters Scaled)
 DG7466
 DG7466                          SUPERSEDED SURVEY CONTROL
 DG7466
 DG7466.No superseded survey control is available for this station.
 DG7466
 DG7466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP068406(NAD 83)
 DG7466_MARKER: DV = VERTICAL CONTROL DISK
 DG7466_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7466_STAMPING: 6703 AB 1992
 DG7466_MARK LOGO: MNDT  
 DG7466_PROJECTION: RECESSED 3 CENTIMETERS
 DG7466_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7466+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG7466_ROD/PIPE-DEPTH:  8.5 meters
 DG7466
 DG7466  HISTORY     - Date     Condition        Report By
 DG7466  HISTORY     - 1992     MONUMENTED       MNDT
 DG7466
 DG7466                          STATION DESCRIPTION
 DG7466
 DG7466'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7466'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 35, T103N, R47W, 6.5 MI
 DG7466'(10.5 KM) NW OF BEAVER CREEK.  THE MARK IS 5.45 MI (8.77 KM) NORTH
 DG7466'ALONG TH 23 FROM THE JCT OF TH 23 AND FAI 90, AT TH 23 MP 6.8, 74.5 FT
 DG7466'(22.7 M) WEST OF TH 23, 15 FT (4.6 M) NORTH OF A FIELD ENT, 5.3 FT
 DG7466'(1.6 M) NE OF A FENCE COR, AND 1.1 FT (0.3 M) EAST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7468 ***********************************************************************
 DG7468  DESIGNATION -  6703 AC
 DG7468  PID         -  DG7468
 DG7468  STATE/COUNTY-  MN/PIPESTONE
 DG7468  USGS QUAD   -  GARRETSON EAST (1967)
 DG7468
 DG7468                         *CURRENT SURVEY CONTROL
 DG7468  ___________________________________________________________________
 DG7468* NAD 83(1986)-  43 39 34.     (N)    096 25 49.     (W)     SCALED    
 DG7468* NAVD 88     -       469.726  (meters)    1541.09   (feet)  ADJUSTED  
 DG7468  ___________________________________________________________________
 DG7468  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 DG7468  DYNAMIC HT  -         469.611 (meters)    1540.72  (feet)  COMP
 DG7468  MODELED GRAV-     980,359.3   (mgal)                       NAVD 88
 DG7468
 DG7468  VERT ORDER  -  SECOND    CLASS I
 DG7468
 DG7468.The horizontal coordinates were scaled from a topographic map and have
 DG7468.an estimated accuracy of +/- 6 seconds.
 DG7468
 DG7468.The orthometric height was determined by differential leveling
 DG7468.and adjusted by the National Geodetic Survey in December 2004..
 DG7468
 DG7468.The geoid height was determined by GEOID03.
 DG7468
 DG7468.The dynamic height is computed by dividing the NAVD 88
 DG7468.geopotential number by the normal gravity value computed on the
 DG7468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7468.degrees latitude (g = 980.6199 gals.).
 DG7468
 DG7468.The modeled gravity was interpolated from observed gravity values.
 DG7468
 DG7468;                    North         East    Units  Estimated Accuracy
 DG7468;SPC MN S     -   176,190.      603,990.      MT  (+/- 180 meters Scaled)
 DG7468
 DG7468                          SUPERSEDED SURVEY CONTROL
 DG7468
 DG7468.No superseded survey control is available for this station.
 DG7468
 DG7468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP072372(NAD 83)
 DG7468_MARKER: DV = VERTICAL CONTROL DISK
 DG7468_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7468_STAMPING: 6703 AC 1992
 DG7468_MARK LOGO: MNDT  
 DG7468_PROJECTION: RECESSED 5 CENTIMETERS
 DG7468_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7468+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG7468_ROD/PIPE-DEPTH:  4.6 meters
 DG7468
 DG7468  HISTORY     - Date     Condition        Report By
 DG7468  HISTORY     - 1992     MONUMENTED       MNDT
 DG7468
 DG7468                          STATION DESCRIPTION
 DG7468
 DG7468'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7468'THE MARK IS LOCATED IN THE NW 1/4 OF SECTION 12, T102N, R47W, 4.75 MI
 DG7468'(7.64 KM) NW OF BEAVER CREEK.  THE MARK IS 3.5 MI (5.6 KM) NORTH ALONG
 DG7468'TH 23 FROM THE JCT OF TH 23 AND FAI 90, AT TH 23 MP 4.8, 470 FT (143.3
 DG7468'M) EAST OF TH 23, 49.5 FT (15.1 M) SOUTH OF CO RD 5, 4.4 FT (1.3 M)
 DG7468'WNW OF A FENCE COR, AND 1.5 FT (0.5 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7470 ***********************************************************************
 DG7470  DESIGNATION -  6703 C
 DG7470  PID         -  DG7470
 DG7470  STATE/COUNTY-  MN/ROCK
 DG7470  USGS QUAD   -  GARRETSON EAST (1967)
 DG7470
 DG7470                         *CURRENT SURVEY CONTROL
 DG7470  ___________________________________________________________________
 DG7470* NAD 83(1986)-  43 37 53.     (N)    096 25 56.     (W)     SCALED    
 DG7470* NAVD 88     -       446.681  (meters)    1465.49   (feet)  ADJUSTED  
 DG7470  ___________________________________________________________________
 DG7470  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 DG7470  DYNAMIC HT  -         446.569 (meters)    1465.12  (feet)  COMP
 DG7470  MODELED GRAV-     980,356.9   (mgal)                       NAVD 88
 DG7470
 DG7470  VERT ORDER  -  SECOND    CLASS I
 DG7470
 DG7470.The horizontal coordinates were scaled from a topographic map and have
 DG7470.an estimated accuracy of +/- 6 seconds.
 DG7470
 DG7470.The orthometric height was determined by differential leveling
 DG7470.and adjusted by the National Geodetic Survey in December 2004..
 DG7470
 DG7470.The geoid height was determined by GEOID03.
 DG7470
 DG7470.The dynamic height is computed by dividing the NAVD 88
 DG7470.geopotential number by the normal gravity value computed on the
 DG7470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7470.degrees latitude (g = 980.6199 gals.).
 DG7470
 DG7470.The modeled gravity was interpolated from observed gravity values.
 DG7470
 DG7470;                    North         East    Units  Estimated Accuracy
 DG7470;SPC MN S     -   173,080.      603,740.      MT  (+/- 180 meters Scaled)
 DG7470
 DG7470                          SUPERSEDED SURVEY CONTROL
 DG7470
 DG7470.No superseded survey control is available for this station.
 DG7470
 DG7470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP071341(NAD 83)
 DG7470_MARKER: DB = BENCH MARK DISK
 DG7470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7470_STAMPING: 6703 C 1952
 DG7470_MARK LOGO: MNHD  
 DG7470_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG7470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7470+STABILITY: SURFACE MOTION
 DG7470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7470+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1992
 DG7470
 DG7470  HISTORY     - Date     Condition        Report By
 DG7470  HISTORY     - 1952     MONUMENTED       MNHD
 DG7470  HISTORY     - 19920507 GOOD             MNDT
 DG7470
 DG7470                          STATION DESCRIPTION
 DG7470
 DG7470'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7470'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 14, T102N, R47W, 4 MI
 DG7470'(6.4 KM) WNW OF BEAVER CREEK.  THE MARK IS 1.65 MI (2.66 KM) NORTH
 DG7470'ALONG TH 23 FROM THE JCT OF TH 23 AND FAI 90, AT TH 23 MP 3, 72 FT
 DG7470'(21.9 M) WEST OF TH 23, 110 FT (33.5 M) NORTH OF A FARM ENT, 21.5 FT
 DG7470'(6.6 M) ESE OF THE NE COR OF A FARMHOUSE, 2.0 FT (0.6 M) EAST OF A
 DG7470'FENCE, AND 0.5 FT (15.2 CM) EAST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7469 ***********************************************************************
 DG7469  DESIGNATION -  6703 D
 DG7469  PID         -  DG7469
 DG7469  STATE/COUNTY-  MN/ROCK
 DG7469  USGS QUAD   -  GARRETSON EAST (1967)
 DG7469
 DG7469                         *CURRENT SURVEY CONTROL
 DG7469  ___________________________________________________________________
 DG7469* NAD 83(1986)-  43 39 10.     (N)    096 25 55.     (W)     SCALED    
 DG7469* NAVD 88     -       468.487  (meters)    1537.03   (feet)  ADJUSTED  
 DG7469  ___________________________________________________________________
 DG7469  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 DG7469  DYNAMIC HT  -         468.372 (meters)    1536.65  (feet)  COMP
 DG7469  MODELED GRAV-     980,358.9   (mgal)                       NAVD 88
 DG7469
 DG7469  VERT ORDER  -  SECOND    CLASS I
 DG7469
 DG7469.The horizontal coordinates were scaled from a topographic map and have
 DG7469.an estimated accuracy of +/- 6 seconds.
 DG7469
 DG7469.The orthometric height was determined by differential leveling
 DG7469.and adjusted by the National Geodetic Survey in December 2004..
 DG7469
 DG7469.The geoid height was determined by GEOID03.
 DG7469
 DG7469.The dynamic height is computed by dividing the NAVD 88
 DG7469.geopotential number by the normal gravity value computed on the
 DG7469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7469.degrees latitude (g = 980.6199 gals.).
 DG7469
 DG7469.The modeled gravity was interpolated from observed gravity values.
 DG7469
 DG7469;                    North         East    Units  Estimated Accuracy
 DG7469;SPC MN S     -   175,450.      603,830.      MT  (+/- 180 meters Scaled)
 DG7469
 DG7469                          SUPERSEDED SURVEY CONTROL
 DG7469
 DG7469.No superseded survey control is available for this station.
 DG7469
 DG7469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP070365(NAD 83)
 DG7469_MARKER: DB = BENCH MARK DISK
 DG7469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7469_STAMPING: 6703 D 1952
 DG7469_MARK LOGO: MNHD  
 DG7469_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG7469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7469+STABILITY: SURFACE MOTION
 DG7469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7469+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1992
 DG7469
 DG7469  HISTORY     - Date     Condition        Report By
 DG7469  HISTORY     - 1952     MONUMENTED       MNHD
 DG7469  HISTORY     - 19920507 GOOD             MNDT
 DG7469
 DG7469                          STATION DESCRIPTION
 DG7469
 DG7469'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7469'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 12, T102N, R47W, 4.5 MI
 DG7469'(7.2 KM) NW OF BEAVER CREEK.  THE MARK IS 2.95 MI (4.75 KM) NORTH
 DG7469'ALONG TH 23 FROM THE JCT OF TH 23 AND FAI 90, AT TH 23 MP 4.3, 71 FT
 DG7469'(21.6 M) EAST OF TH 23, 330 FT (100.6 M) SOUTH OF A FARM ENT TO THE
 DG7469'WEST, 4.0 FT (1.2 M) WEST OF A FENCE, AND 0.5 FT (15.2 CM) WEST OF A
 DG7469'WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7467 ***********************************************************************
 DG7467  DESIGNATION -  6703 E
 DG7467  PID         -  DG7467
 DG7467  STATE/COUNTY-  MN/ROCK
 DG7467  USGS QUAD   -  GARRETSON EAST (1967)
 DG7467
 DG7467                         *CURRENT SURVEY CONTROL
 DG7467  ___________________________________________________________________
 DG7467* NAD 83(1986)-  43 40 04.     (N)    096 25 55.     (W)     SCALED    
 DG7467* NAVD 88     -       473.756  (meters)    1554.31   (feet)  ADJUSTED  
 DG7467  ___________________________________________________________________
 DG7467  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 DG7467  DYNAMIC HT  -         473.641 (meters)    1553.94  (feet)  COMP
 DG7467  MODELED GRAV-     980,360.1   (mgal)                       NAVD 88
 DG7467
 DG7467  VERT ORDER  -  SECOND    CLASS I
 DG7467
 DG7467.The horizontal coordinates were scaled from a topographic map and have
 DG7467.an estimated accuracy of +/- 6 seconds.
 DG7467
 DG7467.The orthometric height was determined by differential leveling
 DG7467.and adjusted by the National Geodetic Survey in December 2004..
 DG7467
 DG7467.The geoid height was determined by GEOID03.
 DG7467
 DG7467.The dynamic height is computed by dividing the NAVD 88
 DG7467.geopotential number by the normal gravity value computed on the
 DG7467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7467.degrees latitude (g = 980.6199 gals.).
 DG7467
 DG7467.The modeled gravity was interpolated from observed gravity values.
 DG7467
 DG7467;                    North         East    Units  Estimated Accuracy
 DG7467;SPC MN S     -   177,120.      603,880.      MT  (+/- 180 meters Scaled)
 DG7467
 DG7467                          SUPERSEDED SURVEY CONTROL
 DG7467
 DG7467.No superseded survey control is available for this station.
 DG7467
 DG7467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP070381(NAD 83)
 DG7467_MARKER: DB = BENCH MARK DISK
 DG7467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7467_STAMPING: 6703 E 1952
 DG7467_MARK LOGO: MNHD  
 DG7467_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG7467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7467+STABILITY: SURFACE MOTION
 DG7467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7467+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1992
 DG7467
 DG7467  HISTORY     - Date     Condition        Report By
 DG7467  HISTORY     - 1952     MONUMENTED       MNHD
 DG7467  HISTORY     - 19920507 GOOD             MNDT
 DG7467
 DG7467                          STATION DESCRIPTION
 DG7467
 DG7467'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7467'AT THE TIME OF THE SURVEY THE DISK WAS FOUND SPLIT AND IT WAS DECIDED
 DG7467'THAT IT WOULD STILL BE ALRIGHT TO BE USED IN THE SURVEY.  THE MARK IS
 DG7467'LOCATED IN THE NW 1/4 OF SECTION 1, T102N, R47W, 5.25 MI (8.45 KM) NW
 DG7467'OF BEAVER CREEK.  THE MARK IS 4.25 MI (6.84 KM) NORTH ALONG TH 23 FROM
 DG7467'THE JCT OF TH 23 AND FAI 90, AT TH 23 MP 5.6, 73 FT (22.3 M) EAST OF
 DG7467'TH 23, 66 FT (20.1 M) NORTH OF A FARM ENT, AND 4 FT (1.2 M) NORTH OF A
 DG7467'POWER CO WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7453 ***********************************************************************
 DG7453  DESIGNATION -  6703 Q
 DG7453  PID         -  DG7453
 DG7453  STATE/COUNTY-  MN/ROCK
 DG7453  USGS QUAD   -  JASPER (1967)
 DG7453
 DG7453                         *CURRENT SURVEY CONTROL
 DG7453  ___________________________________________________________________
 DG7453* NAD 83(1986)-  43 48 47.     (N)    096 24 08.     (W)     SCALED    
 DG7453* NAVD 88     -       491.218  (meters)    1611.60   (feet)  ADJUSTED  
 DG7453  ___________________________________________________________________
 DG7453  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DG7453  DYNAMIC HT  -         491.099 (meters)    1611.21  (feet)  COMP
 DG7453  MODELED GRAV-     980,360.1   (mgal)                       NAVD 88
 DG7453
 DG7453  VERT ORDER  -  SECOND    CLASS I
 DG7453
 DG7453.The horizontal coordinates were scaled from a topographic map and have
 DG7453.an estimated accuracy of +/- 6 seconds.
 DG7453
 DG7453.The orthometric height was determined by differential leveling
 DG7453.and adjusted by the National Geodetic Survey in December 2004..
 DG7453
 DG7453.The geoid height was determined by GEOID03.
 DG7453
 DG7453.The dynamic height is computed by dividing the NAVD 88
 DG7453.geopotential number by the normal gravity value computed on the
 DG7453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7453.degrees latitude (g = 980.6199 gals.).
 DG7453
 DG7453.The modeled gravity was interpolated from observed gravity values.
 DG7453
 DG7453;                    North         East    Units  Estimated Accuracy
 DG7453;SPC MN S     -   193,180.      606,750.      MT  (+/- 180 meters Scaled)
 DG7453
 DG7453                          SUPERSEDED SURVEY CONTROL
 DG7453
 DG7453.No superseded survey control is available for this station.
 DG7453
 DG7453_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP089543(NAD 83)
 DG7453_MARKER: DB = BENCH MARK DISK
 DG7453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7453_STAMPING: 6703 Q 1952
 DG7453_MARK LOGO: MNHD  
 DG7453_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG7453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7453+STABILITY: SURFACE MOTION
 DG7453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7453+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1992
 DG7453
 DG7453  HISTORY     - Date     Condition        Report By
 DG7453  HISTORY     - 1952     MONUMENTED       MNHD
 DG7453  HISTORY     - 19920506 GOOD             MNDT
 DG7453
 DG7453                          STATION DESCRIPTION
 DG7453
 DG7453'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7453'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 18, T104N, R46W, 2.5 MI
 DG7453'(4.0 KM) SOUTH OF JASPER.  THE MARK IS 2.55 MI (4.10 KM) SOUTH ALONG
 DG7453'TH 23 FROM THE JCT OF TH 23 AND TH 269, AT TH 23 MP 16.1, 74 FT (22.6
 DG7453'M) WEST OF TH 23, 2 FT (0.6 M) EAST OF A FENCE COR, AND 1.3 FT (0.4 M)
 DG7453'EAST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7450 ***********************************************************************
 DG7450  DESIGNATION -  6703 R
 DG7450  PID         -  DG7450
 DG7450  STATE/COUNTY-  MN/ROCK
 DG7450  USGS QUAD   -  JASPER (1967)
 DG7450
 DG7450                         *CURRENT SURVEY CONTROL
 DG7450  ___________________________________________________________________
 DG7450* NAD 83(1986)-  43 50 46.     (N)    096 24 06.     (W)     SCALED    
 DG7450* NAVD 88     -       470.078  (meters)    1542.25   (feet)  ADJUSTED  
 DG7450  ___________________________________________________________________
 DG7450  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 DG7450  DYNAMIC HT  -         469.964 (meters)    1541.87  (feet)  COMP
 DG7450  MODELED GRAV-     980,361.4   (mgal)                       NAVD 88
 DG7450
 DG7450  VERT ORDER  -  SECOND    CLASS I
 DG7450
 DG7450.The horizontal coordinates were scaled from a topographic map and have
 DG7450.an estimated accuracy of +/- 6 seconds.
 DG7450
 DG7450.The orthometric height was determined by differential leveling
 DG7450.and adjusted by the National Geodetic Survey in December 2004..
 DG7450
 DG7450.The geoid height was determined by GEOID03.
 DG7450
 DG7450.The dynamic height is computed by dividing the NAVD 88
 DG7450.geopotential number by the normal gravity value computed on the
 DG7450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7450.degrees latitude (g = 980.6199 gals.).
 DG7450
 DG7450.The modeled gravity was interpolated from observed gravity values.
 DG7450
 DG7450;                    North         East    Units  Estimated Accuracy
 DG7450;SPC MN S     -   196,850.      606,910.      MT  (+/- 180 meters Scaled)
 DG7450
 DG7450                          SUPERSEDED SURVEY CONTROL
 DG7450
 DG7450.No superseded survey control is available for this station.
 DG7450
 DG7450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP088580(NAD 83)
 DG7450_MARKER: DB = BENCH MARK DISK
 DG7450_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG7450_SP_SET: BRIDGE ABUTMENT
 DG7450_STAMPING: 6703 R 1952
 DG7450_MARK LOGO: MNHD  
 DG7450_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7450+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1992
 DG7450
 DG7450  HISTORY     - Date     Condition        Report By
 DG7450  HISTORY     - 1952     MONUMENTED       MNHD
 DG7450  HISTORY     - 19920506 GOOD             MNDT
 DG7450
 DG7450                          STATION DESCRIPTION
 DG7450
 DG7450'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7450'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 6, T104N, R46W, 0.25 MI
 DG7450'(0.40 KM) SOUTH OF JASPER.  THE MARK IS SET IN THE SE COR OF TH 23
 DG7450'BRDG NO 6791 OVER SPLIT ROCK CREEK, 0.2 MI (0.3 KM) SOUTH ALONG TH 23
 DG7450'FROM THE JCT OF TH 23 AND TH 269, AT TH 23 MP 18.45, AND 19 FT (5.8 M)
 DG7450'EAST OF TH 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7451 ***********************************************************************
 DG7451  DESIGNATION -  6703 T
 DG7451  PID         -  DG7451
 DG7451  STATE/COUNTY-  MN/ROCK
 DG7451  USGS QUAD   -  JASPER (1967)
 DG7451
 DG7451                         *CURRENT SURVEY CONTROL
 DG7451  ___________________________________________________________________
 DG7451* NAD 83(1986)-  43 50 18.     (N)    096 24 06.     (W)     SCALED    
 DG7451* NAVD 88     -       488.404  (meters)    1602.37   (feet)  ADJUSTED  
 DG7451  ___________________________________________________________________
 DG7451  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 DG7451  DYNAMIC HT  -         488.286 (meters)    1601.98  (feet)  COMP
 DG7451  MODELED GRAV-     980,361.0   (mgal)                       NAVD 88
 DG7451
 DG7451  VERT ORDER  -  SECOND    CLASS I
 DG7451
 DG7451.The horizontal coordinates were scaled from a topographic map and have
 DG7451.an estimated accuracy of +/- 6 seconds.
 DG7451
 DG7451.The orthometric height was determined by differential leveling
 DG7451.and adjusted by the National Geodetic Survey in December 2004..
 DG7451
 DG7451.The geoid height was determined by GEOID03.
 DG7451
 DG7451.The dynamic height is computed by dividing the NAVD 88
 DG7451.geopotential number by the normal gravity value computed on the
 DG7451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7451.degrees latitude (g = 980.6199 gals.).
 DG7451
 DG7451.The modeled gravity was interpolated from observed gravity values.
 DG7451
 DG7451;                    North         East    Units  Estimated Accuracy
 DG7451;SPC MN S     -   195,990.      606,880.      MT  (+/- 180 meters Scaled)
 DG7451
 DG7451                          SUPERSEDED SURVEY CONTROL
 DG7451
 DG7451.No superseded survey control is available for this station.
 DG7451
 DG7451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP088571(NAD 83)
 DG7451_MARKER: DV = VERTICAL CONTROL DISK
 DG7451_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7451_STAMPING: 6703 T 1992
 DG7451_MARK LOGO: MNDT  
 DG7451_PROJECTION: FLUSH
 DG7451_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7451+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG7451_ROD/PIPE-DEPTH:  3.0 meters
 DG7451
 DG7451  HISTORY     - Date     Condition        Report By
 DG7451  HISTORY     - 1992     MONUMENTED       MNDT
 DG7451
 DG7451                          STATION DESCRIPTION
 DG7451
 DG7451'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7451'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 6, T104N, R46W, 1 MI (1.6
 DG7451'KM) SOUTH OF JASPER.  THE MARK IS 0.85 MI (1.37 KM) SOUTH ALONG TH 23
 DG7451'FROM THE JCT OF TH 23 AND TH 269, AT TH 23 MP 17.8, 126.5 FT (38.6 M)
 DG7451'EAST OF TH 23, 3.5 FT (1.1 M) SW OF A P-POLE, 3.3 FT (1.0 M) WEST OF A
 DG7451'FENCE LINE, AND 1.2 FT (0.4 M) SOUTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7452 ***********************************************************************
 DG7452  DESIGNATION -  6703 U
 DG7452  PID         -  DG7452
 DG7452  STATE/COUNTY-  MN/ROCK
 DG7452  USGS QUAD   -  JASPER (1967)
 DG7452
 DG7452                         *CURRENT SURVEY CONTROL
 DG7452  ___________________________________________________________________
 DG7452* NAD 83(1986)-  43 49 38.     (N)    096 24 05.     (W)     SCALED    
 DG7452* NAVD 88     -       498.206  (meters)    1634.53   (feet)  ADJUSTED  
 DG7452  ___________________________________________________________________
 DG7452  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 DG7452  DYNAMIC HT  -         498.085 (meters)    1634.13  (feet)  COMP
 DG7452  MODELED GRAV-     980,360.5   (mgal)                       NAVD 88
 DG7452
 DG7452  VERT ORDER  -  SECOND    CLASS I
 DG7452
 DG7452.The horizontal coordinates were scaled from a topographic map and have
 DG7452.an estimated accuracy of +/- 6 seconds.
 DG7452
 DG7452.The orthometric height was determined by differential leveling
 DG7452.and adjusted by the National Geodetic Survey in December 2004..
 DG7452
 DG7452.The geoid height was determined by GEOID03.
 DG7452
 DG7452.The dynamic height is computed by dividing the NAVD 88
 DG7452.geopotential number by the normal gravity value computed on the
 DG7452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7452.degrees latitude (g = 980.6199 gals.).
 DG7452
 DG7452.The modeled gravity was interpolated from observed gravity values.
 DG7452
 DG7452;                    North         East    Units  Estimated Accuracy
 DG7452;SPC MN S     -   194,750.      606,870.      MT  (+/- 180 meters Scaled)
 DG7452
 DG7452                          SUPERSEDED SURVEY CONTROL
 DG7452
 DG7452.No superseded survey control is available for this station.
 DG7452
 DG7452_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP089559(NAD 83)
 DG7452_MARKER: DV = VERTICAL CONTROL DISK
 DG7452_SETTING: 66 = SET IN ROCK OUTCROP
 DG7452_STAMPING: 6703 U 1992
 DG7452_MARK LOGO: MNDT  
 DG7452_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG7452+STABILITY: POSITION/ELEVATION WELL
 DG7452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7452+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG7452
 DG7452  HISTORY     - Date     Condition        Report By
 DG7452  HISTORY     - 1992     MONUMENTED       MNDT
 DG7452
 DG7452                          STATION DESCRIPTION
 DG7452
 DG7452'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7452'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 7, T104N, R46W, 2 MI (3.2
 DG7452'KM) SOUTH OF JASPER.  THE MARK IS 1.55 MI (2.49 KM) SOUTH ALONG TH 23
 DG7452'FROM THE JCT OF TH 23 AND TH 269, AT TH 23 MP 17.1, 50 FT (15.2 M)
 DG7452'EAST OF TH 23, 32 FT (9.8 M) NORTH OF A FIELD ENT, 26.5 FT (8.1 M)
 DG7452'WEST OF A FENCE LINE, AND 25.5 FT (7.8 M) WEST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7456 ***********************************************************************
 DG7456  DESIGNATION -  6703 V
 DG7456  PID         -  DG7456
 DG7456  STATE/COUNTY-  MN/ROCK
 DG7456  USGS QUAD   -  JASPER (1967)
 DG7456
 DG7456                         *CURRENT SURVEY CONTROL
 DG7456  ___________________________________________________________________
 DG7456* NAD 83(1986)-  43 47 02.     (N)    096 24 06.     (W)     SCALED    
 DG7456* NAVD 88     -       484.609  (meters)    1589.92   (feet)  ADJUSTED  
 DG7456  ___________________________________________________________________
 DG7456  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DG7456  DYNAMIC HT  -         484.491 (meters)    1589.53  (feet)  COMP
 DG7456  MODELED GRAV-     980,359.5   (mgal)                       NAVD 88
 DG7456
 DG7456  VERT ORDER  -  SECOND    CLASS I
 DG7456
 DG7456.The horizontal coordinates were scaled from a topographic map and have
 DG7456.an estimated accuracy of +/- 6 seconds.
 DG7456
 DG7456.The orthometric height was determined by differential leveling
 DG7456.and adjusted by the National Geodetic Survey in December 2004..
 DG7456
 DG7456.The geoid height was determined by GEOID03.
 DG7456
 DG7456.The dynamic height is computed by dividing the NAVD 88
 DG7456.geopotential number by the normal gravity value computed on the
 DG7456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7456.degrees latitude (g = 980.6199 gals.).
 DG7456
 DG7456.The modeled gravity was interpolated from observed gravity values.
 DG7456
 DG7456;                    North         East    Units  Estimated Accuracy
 DG7456;SPC MN S     -   189,940.      606,700.      MT  (+/- 180 meters Scaled)
 DG7456
 DG7456                          SUPERSEDED SURVEY CONTROL
 DG7456
 DG7456.No superseded survey control is available for this station.
 DG7456
 DG7456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP090511(NAD 83)
 DG7456_MARKER: DV = VERTICAL CONTROL DISK
 DG7456_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7456_STAMPING: 6703 V 1992
 DG7456_MARK LOGO: MNDT  
 DG7456_PROJECTION: RECESSED 5 CENTIMETERS
 DG7456_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7456+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG7456_ROD/PIPE-DEPTH:  7.6 meters
 DG7456
 DG7456  HISTORY     - Date     Condition        Report By
 DG7456  HISTORY     - 1992     MONUMENTED       MNDT
 DG7456
 DG7456                          STATION DESCRIPTION
 DG7456
 DG7456'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7456'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 30, T104N, R46W, 4.5 MI
 DG7456'(7.2 KM) SOUTH OF JASPER.  THE MARK IS 4.55 MI (7.32 KM) SOUTH ALONG
 DG7456'TH 23 FROM THE JCT OF TH 23 AND TH 269, AT TH 23 MP 14.1, 89 FT (27.1
 DG7456'M) EAST OF TH 23, 13.5 FT (4.1 M) SOUTH OF A FIELD ENT, 1.8 FT (0.5 M)
 DG7456'WEST OF A FENCE LINE, AND 1.2 FT (0.4 M) WEST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7457 ***********************************************************************
 DG7457  DESIGNATION -  6703 W
 DG7457  PID         -  DG7457
 DG7457  STATE/COUNTY-  MN/ROCK
 DG7457  USGS QUAD   -  JASPER (1967)
 DG7457
 DG7457                         *CURRENT SURVEY CONTROL
 DG7457  ___________________________________________________________________
 DG7457* NAD 83(1986)-  43 46 35.     (N)    096 24 05.     (W)     SCALED    
 DG7457* NAVD 88     -       487.179  (meters)    1598.35   (feet)  ADJUSTED  
 DG7457  ___________________________________________________________________
 DG7457  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DG7457  DYNAMIC HT  -         487.060 (meters)    1597.96  (feet)  COMP
 DG7457  MODELED GRAV-     980,359.4   (mgal)                       NAVD 88
 DG7457
 DG7457  VERT ORDER  -  SECOND    CLASS I
 DG7457
 DG7457.The horizontal coordinates were scaled from a topographic map and have
 DG7457.an estimated accuracy of +/- 6 seconds.
 DG7457
 DG7457.The orthometric height was determined by differential leveling
 DG7457.and adjusted by the National Geodetic Survey in December 2004..
 DG7457
 DG7457.The geoid height was determined by GEOID03.
 DG7457
 DG7457.The dynamic height is computed by dividing the NAVD 88
 DG7457.geopotential number by the normal gravity value computed on the
 DG7457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7457.degrees latitude (g = 980.6199 gals.).
 DG7457
 DG7457.The modeled gravity was interpolated from observed gravity values.
 DG7457
 DG7457;                    North         East    Units  Estimated Accuracy
 DG7457;SPC MN S     -   189,110.      606,700.      MT  (+/- 180 meters Scaled)
 DG7457
 DG7457                          SUPERSEDED SURVEY CONTROL
 DG7457
 DG7457.No superseded survey control is available for this station.
 DG7457
 DG7457_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP091503(NAD 83)
 DG7457_MARKER: DV = VERTICAL CONTROL DISK
 DG7457_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7457_STAMPING: 6703 W 1992
 DG7457_MARK LOGO: MNDT  
 DG7457_PROJECTION: RECESSED 3 CENTIMETERS
 DG7457_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7457+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG7457_ROD/PIPE-DEPTH:  8.5 meters
 DG7457
 DG7457  HISTORY     - Date     Condition        Report By
 DG7457  HISTORY     - 1992     MONUMENTED       MNDT
 DG7457
 DG7457                          STATION DESCRIPTION
 DG7457
 DG7457'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7457'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 31, T104N, R46W, 5 MI
 DG7457'(8.0 KM) SOUTH OF JASPER.  THE MARK IS 5.05 MI (8.13 KM) SOUTH ALONG
 DG7457'TH 23 FROM THE JCT OF TH 23 AND TH 269, AT TH 23 MP 13.6, 104 FT (31.7
 DG7457'M) EAST OF TH 23, 51.5 FT (15.7 M) SOUTH OF CO RD 7, 28 FT (8.5 M)
 DG7457'EAST OF A FENCE COR, AND 1.0 FT (0.3 M) NORTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7459 ***********************************************************************
 DG7459  DESIGNATION -  6703 X
 DG7459  PID         -  DG7459
 DG7459  STATE/COUNTY-  MN/ROCK
 DG7459  USGS QUAD   -  JASPER (1967)
 DG7459
 DG7459                         *CURRENT SURVEY CONTROL
 DG7459  ___________________________________________________________________
 DG7459* NAD 83(1986)-  43 45 43.     (N)    096 24 17.     (W)     SCALED    
 DG7459* NAVD 88     -       486.653  (meters)    1596.63   (feet)  ADJUSTED  
 DG7459  ___________________________________________________________________
 DG7459  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 DG7459  DYNAMIC HT  -         486.534 (meters)    1596.24  (feet)  COMP
 DG7459  MODELED GRAV-     980,359.6   (mgal)                       NAVD 88
 DG7459
 DG7459  VERT ORDER  -  SECOND    CLASS I
 DG7459
 DG7459.The horizontal coordinates were scaled from a topographic map and have
 DG7459.an estimated accuracy of +/- 6 seconds.
 DG7459
 DG7459.The orthometric height was determined by differential leveling
 DG7459.and adjusted by the National Geodetic Survey in December 2004..
 DG7459
 DG7459.The geoid height was determined by GEOID03.
 DG7459
 DG7459.The dynamic height is computed by dividing the NAVD 88
 DG7459.geopotential number by the normal gravity value computed on the
 DG7459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7459.degrees latitude (g = 980.6199 gals.).
 DG7459
 DG7459.The modeled gravity was interpolated from observed gravity values.
 DG7459
 DG7459;                    North         East    Units  Estimated Accuracy
 DG7459;SPC MN S     -   187,510.      606,380.      MT  (+/- 180 meters Scaled)
 DG7459
 DG7459                          SUPERSEDED SURVEY CONTROL
 DG7459
 DG7459.No superseded survey control is available for this station.
 DG7459
 DG7459_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP089487(NAD 83)
 DG7459_MARKER: DV = VERTICAL CONTROL DISK
 DG7459_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7459_STAMPING: 6703 X 1992
 DG7459_MARK LOGO: MNDT  
 DG7459_PROJECTION: RECESSED 3 CENTIMETERS
 DG7459_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7459+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG7459_ROD/PIPE-DEPTH:  7.6 meters
 DG7459
 DG7459  HISTORY     - Date     Condition        Report By
 DG7459  HISTORY     - 1992     MONUMENTED       MNDT
 DG7459
 DG7459                          STATION DESCRIPTION
 DG7459
 DG7459'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7459'THE MARK IS LOCATED IN THE NW 1/4 OF SECTION 6, T103N, R46W, 6 MI (9.7
 DG7459'KM) SOUTH OF JASPER.  THE MARK IS 6.05 MI (9.74 KM) SOUTH ALONG TH 23
 DG7459'FROM THE JCT OF TH 23 AND TH 269, AT TH 23 MP 12.5, 72.5 FT (22.1 M)
 DG7459'NW OF TH 23, 117 FT (35.7 M) SOUTH OF CO RD 14, 19.5 FT (5.9 M) NORTH
 DG7459'OF A FIELD ENT, 2.0 FT (0.6 M) SE OF A FENCE COR, AND 1.4 FT (0.4 M)
 DG7459'SE OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7463 ***********************************************************************
 DG7463  DESIGNATION -  6703 Y
 DG7463  PID         -  DG7463
 DG7463  STATE/COUNTY-  MN/ROCK
 DG7463  USGS QUAD   -  GARRETSON EAST (1967)
 DG7463
 DG7463                         *CURRENT SURVEY CONTROL
 DG7463  ___________________________________________________________________
 DG7463* NAD 83(1986)-  43 43 33.     (N)    096 25 53.     (W)     SCALED    
 DG7463* NAVD 88     -       481.140  (meters)    1578.54   (feet)  ADJUSTED  
 DG7463  ___________________________________________________________________
 DG7463  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 DG7463  DYNAMIC HT  -         481.023 (meters)    1578.16  (feet)  COMP
 DG7463  MODELED GRAV-     980,361.9   (mgal)                       NAVD 88
 DG7463
 DG7463  VERT ORDER  -  SECOND    CLASS I
 DG7463
 DG7463.The horizontal coordinates were scaled from a topographic map and have
 DG7463.an estimated accuracy of +/- 6 seconds.
 DG7463
 DG7463.The orthometric height was determined by differential leveling
 DG7463.and adjusted by the National Geodetic Survey in December 2004..
 DG7463
 DG7463.The geoid height was determined by GEOID03.
 DG7463
 DG7463.The dynamic height is computed by dividing the NAVD 88
 DG7463.geopotential number by the normal gravity value computed on the
 DG7463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7463.degrees latitude (g = 980.6199 gals.).
 DG7463
 DG7463.The modeled gravity was interpolated from observed gravity values.
 DG7463
 DG7463;                    North         East    Units  Estimated Accuracy
 DG7463;SPC MN S     -   183,560.      604,120.      MT  (+/- 180 meters Scaled)
 DG7463
 DG7463                          SUPERSEDED SURVEY CONTROL
 DG7463
 DG7463.No superseded survey control is available for this station.
 DG7463
 DG7463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP068446(NAD 83)
 DG7463_MARKER: DV = VERTICAL CONTROL DISK
 DG7463_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7463_STAMPING: 6703 Y 1992
 DG7463_MARK LOGO: MNDT  
 DG7463_PROJECTION: RECESSED 3 CENTIMETERS
 DG7463_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7463+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG7463_ROD/PIPE-DEPTH:  7.0 meters
 DG7463
 DG7463  HISTORY     - Date     Condition        Report By
 DG7463  HISTORY     - 1992     MONUMENTED       MNDT
 DG7463
 DG7463                          STATION DESCRIPTION
 DG7463
 DG7463'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7463'THE MARK IS LOCATED IN THE NW 1/4 OF SECTION 13, T103N, R47W, 9.5 MI
 DG7463'(15.3 KM) SOUTH OF JASPER.  THE MARK IS 10.65 MI (17.14 KM) NORTH
 DG7463'ALONG TH 23 FROM THE JCT OF TH 23 AND FAI 90, AT TH 23 MP 9.3, 70.5 FT
 DG7463'(21.5 M) EAST OF TH 23, 6.5 FT (2.0 M) NW OF A STEEL FENCE COR, AND
 DG7463'3.7 FT (1.1 M) WEST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7464 ***********************************************************************
 DG7464  DESIGNATION -  6703 Z
 DG7464  PID         -  DG7464
 DG7464  STATE/COUNTY-  MN/ROCK
 DG7464  USGS QUAD   -  GARRETSON EAST (1967)
 DG7464
 DG7464                         *CURRENT SURVEY CONTROL
 DG7464  ___________________________________________________________________
 DG7464* NAD 83(1986)-  43 42 51.     (N)    096 25 54.     (W)     SCALED    
 DG7464* NAVD 88     -       478.278  (meters)    1569.15   (feet)  ADJUSTED  
 DG7464  ___________________________________________________________________
 DG7464  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 DG7464  DYNAMIC HT  -         478.162 (meters)    1568.77  (feet)  COMP
 DG7464  MODELED GRAV-     980,361.8   (mgal)                       NAVD 88
 DG7464
 DG7464  VERT ORDER  -  SECOND    CLASS I
 DG7464
 DG7464.The horizontal coordinates were scaled from a topographic map and have
 DG7464.an estimated accuracy of +/- 6 seconds.
 DG7464
 DG7464.The orthometric height was determined by differential leveling
 DG7464.and adjusted by the National Geodetic Survey in December 2004..
 DG7464
 DG7464.The geoid height was determined by GEOID03.
 DG7464
 DG7464.The dynamic height is computed by dividing the NAVD 88
 DG7464.geopotential number by the normal gravity value computed on the
 DG7464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7464.degrees latitude (g = 980.6199 gals.).
 DG7464
 DG7464.The modeled gravity was interpolated from observed gravity values.
 DG7464
 DG7464;                    North         East    Units  Estimated Accuracy
 DG7464;SPC MN S     -   182,270.      604,060.      MT  (+/- 180 meters Scaled)
 DG7464
 DG7464                          SUPERSEDED SURVEY CONTROL
 DG7464
 DG7464.No superseded survey control is available for this station.
 DG7464
 DG7464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP069433(NAD 83)
 DG7464_MARKER: DV = VERTICAL CONTROL DISK
 DG7464_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7464_STAMPING: 6703 Z 1992
 DG7464_MARK LOGO: MNDT  
 DG7464_PROJECTION: RECESSED 5 CENTIMETERS
 DG7464_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7464+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG7464_ROD/PIPE-DEPTH:  4.6 meters
 DG7464
 DG7464  HISTORY     - Date     Condition        Report By
 DG7464  HISTORY     - 1992     MONUMENTED       MNDT
 DG7464
 DG7464                          STATION DESCRIPTION
 DG7464
 DG7464'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7464'THE MARK IS LOCATED IN THE NW 1/4 OF SECTION 13, T103N, R47W, 9 MI
 DG7464'(14.5 KM) SOUTH OF JASPER.  THE MARK IS 7.25 MI (11.67 KM) NORTH ALONG
 DG7464'TH 23 FROM THE JCT OF TH 23 AND FAI 90, AT TH 23 MP 8.6, 74 FT (22.6
 DG7464'M) EAST OF TH 23, 2.5 FT (0.8 M) WEST OF A FENCE LINE, AND 2.5 FT (0.8
 DG7464'M) WEST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0526 ***********************************************************************
 OQ0526  DESIGNATION -  6704 A
 OQ0526  PID         -  OQ0526
 OQ0526  STATE/COUNTY-  MN/ROCK
 OQ0526  USGS QUAD   -  ASH CREEK (1967)
 OQ0526
 OQ0526                         *CURRENT SURVEY CONTROL
 OQ0526  ___________________________________________________________________
 OQ0526* NAD 83(1996)-  43 36 33.16018(N)    096 12 48.90293(W)     ADJUSTED  
 OQ0526* NAVD 88     -       432.538  (meters)    1419.09   (feet)  ADJUSTED  
 OQ0526  ___________________________________________________________________
 OQ0526  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 OQ0526  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 OQ0526  DYNAMIC HT  -         432.431 (meters)    1418.73  (feet)  COMP
 OQ0526  MODELED GRAV-     980,357.1   (mgal)                       NAVD 88
 OQ0526
 OQ0526  HORZ ORDER  -  SECOND
 OQ0526  VERT ORDER  -  SECOND    CLASS I
 OQ0526
 OQ0526.The horizontal coordinates were established by classical geodetic methods
 OQ0526.and adjusted by the National Geodetic Survey in March 1999..
 OQ0526
 OQ0526.The orthometric height was determined by differential leveling
 OQ0526.and adjusted by the National Geodetic Survey in June 1991..
 OQ0526
 OQ0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0526
 OQ0526.The geoid height was determined by GEOID03.
 OQ0526
 OQ0526.The dynamic height is computed by dividing the NAVD 88
 OQ0526.geopotential number by the normal gravity value computed on the
 OQ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0526.degrees latitude (g = 980.6199 gals.).
 OQ0526
 OQ0526.The modeled gravity was interpolated from observed gravity values.
 OQ0526
 OQ0526;                    North         East     Units Scale Factor Converg.
 OQ0526;SPC MN S     -   170,111.805   621,309.964   MT  1.00004227   -1 33 05.6
 OQ0526;UTM  14      - 4,832,243.150   724,863.915   MT  1.00022199   +1 55 21.7
 OQ0526
 OQ0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0526!SPC MN S     -   0.99993632  x   1.00004227  =   0.99997859
 OQ0526!UTM  14      -   0.99993632  x   1.00022199  =   1.00015830
 OQ0526
 OQ0526:                Primary Azimuth Mark                     Grid Az
 OQ0526:SPC MN S     -  LUVERNE IBP RADIO MAST                   329 32 05.7
 OQ0526:UTM  14      -  LUVERNE IBP RADIO MAST                   326 03 38.4
 OQ0526
 OQ0526|---------------------------------------------------------------------|
 OQ0526| PID    Reference Object                     Distance      Geod. Az  |
 OQ0526|                                                           dddmmss.s |
 OQ0526| OQ0674 LUVERNE IBP RADIO MAST              APPROX. 4.3 KM 3275900.1 |
 OQ0526|---------------------------------------------------------------------|
 OQ0526
 OQ0526                          SUPERSEDED SURVEY CONTROL
 OQ0526
 OQ0526  NAD 83(1996)-  43 36 33.15961(N)    096 12 48.90219(W) AD(       ) 2
 OQ0526  NAD 83(1996)-  43 36 33.15990(N)    096 12 48.89718(W) AD(       ) 2
 OQ0526  NAD 83(1986)-  43 36 33.15948(N)    096 12 48.88885(W) AD(       ) 2
 OQ0526  NAD 27      -  43 36 33.27450(N)    096 12 47.77271(W) AD(       ) 2
 OQ0526  NGVD 29 (??/??/92)  432.290  (m)         1418.27   (f) ADJ UNCH    2 1
 OQ0526
 OQ0526.Superseded values are not recommended for survey control.
 OQ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0526.See file dsdata.txt to determine how the superseded data were derived.
 OQ0526
 OQ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2486432243(NAD 83)
 OQ0526_MARKER: DD = SURVEY DISK
 OQ0526_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OQ0526_SP_SET: COPPER-CLAD STEEL ROD
 OQ0526_STAMPING: 6704A 1978
 OQ0526_PROJECTION: FLUSH
 OQ0526_MAGNETIC: I = MARKER IS A STEEL ROD
 OQ0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0526_ROD/PIPE-DEPTH: 12.2 meters
 OQ0526
 OQ0526  HISTORY     - Date     Condition        Report By
 OQ0526  HISTORY     - 1978     MONUMENTED       MNDT
 OQ0526  HISTORY     - 1978     GOOD             MNDT
 OQ0526
 OQ0526                          STATION DESCRIPTION
 OQ0526
 OQ0526'DESCRIBED BY MN DEPT OF TRANSP 1978 (DKH)
 OQ0526'THE MARK IS LOCATED ABOUT 3 MILES SOUTH OF THE CITY OF LUVERNE ALONG
 OQ0526'TRUNK HIGHWAY 75 IN THE NORTHEAST 1/4 OF SECTION 27, T102N, R45W.
 OQ0526'
 OQ0526'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK
 OQ0526'HIGHWAY 17 IN LUVERNE GO SOUTH ON TRUNK HIGHWAY 75 FOR 3.15 MILES TO
 OQ0526'MILE POINT 7.85 AND THE MARK ON THE RIGHT.
 OQ0526'
 OQ0526'THE MARK IS 175 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 75, 33
 OQ0526'FEET NORTH OF THE CENTER OF COUNTY ROAD 59, 1.5 FEET SOUTHEAST OF A
 OQ0526'FENCE CORNER, 2.8 FEET WEST-SOUTHWEST OF A POWER POLE, 52.5 FEET
 OQ0526'SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE STORY FRAME HOUSE, 12.5
 OQ0526'FEET SOUTHWEST OF A 4 INCH CEDAR TREE AND 0.9 FOOT EAST OF A STEEL
 OQ0526'WITNESS POST.
 OQ0526'
 OQ0526'THE STATION MARK, A STANDARD MNHD VERTICLE CONTROL MARK DISK
 OQ0526'STAMPED---6704A 1978---ATTATCHED TO THE TOP OF A 40 FOOT COPPER COATED
 OQ0526'STEEL ROD DRIVEN TO REFUSAL, IS FLUSH WITH THE SURFACE OF THE GROUND
 OQ0526'AND ABOUT 4 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 75.
 OQ0526
 OQ0526                          STATION RECOVERY (1978)
 OQ0526
 OQ0526'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 OQ0526'2.9 MI SOUTH FROM LUVERNE.
 OQ0526'THE MARK IS LOCATED 3.15 MILES SOUTH ON TRUNK HIGHWAY 75 FROM ITS
 OQ0526'INTERSECTION WITH TRUNK HIGHWAY 17 IN LUVERNE NEAR TRUNK HIGHWAY 75
 OQ0526'MILEPOINT 7.85. THE MARK IS 175 FT. WEST OF THE CENTERLINE OF TRUNK
 OQ0526'HIGHWAY 75, 33 FT. NORTH OF THE CENTER OF COUNTY ROAD 59, 1.5 FT.
 OQ0526'SOUTHEAST OF A FENCE CORNER, 2.8 FT. WEST SOUTHWEST OF A POWER POLE,
 OQ0526'52.5 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE STORY FRAM HOUSE,
 OQ0526'12.5 FT. SOUTHWEST OF A 4 INCH CEDAR TREE AND 0.9 FT. EAST OF A STEEL
 OQ0526'WITNESS POST.
 OQ0526'THE MARK IS 4 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF3993 ***********************************************************************
 DF3993  DESIGNATION -  6704 A 1
 DF3993  PID         -  DF3993
 DF3993  STATE/COUNTY-  MN/ROCK
 DF3993  USGS QUAD   -  LUVERNE (1978)
 DF3993
 DF3993                         *CURRENT SURVEY CONTROL
 DF3993  ___________________________________________________________________
 DF3993* NAD 83(1996)-  43 37 51.58127(N)    096 12 47.99725(W)     ADJUSTED  
 DF3993* NAVD 88     -       436.9    (meters)    1433.     (feet)  GPS OBS   
 DF3993  ___________________________________________________________________
 DF3993  X           -    -500,475.919 (meters)                     COMP
 DF3993  Y           -  -4,596,995.833 (meters)                     COMP
 DF3993  Z           -   4,378,790.635 (meters)                     COMP
 DF3993  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DF3993  ELLIP HEIGHT-         410.46  (meters)          (02/05/03) GPS OBS
 DF3993  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 DF3993
 DF3993  HORZ ORDER  -  FIRST
 DF3993  ELLP ORDER  -  THIRD     CLASS II
 DF3993
 DF3993.The horizontal coordinates were established by GPS observations
 DF3993.and adjusted by the MN DEPT OF TRANSP in February 2003..
 DF3993
 DF3993.The orthometric height was determined by GPS observations and a
 DF3993.high-resolution geoid model.
 DF3993
 DF3993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF3993
 DF3993.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF3993
 DF3993.The ellipsoidal height was determined by GPS observations
 DF3993.and is referenced to NAD 83.
 DF3993
 DF3993.The geoid height was determined by GEOID03.
 DF3993
 DF3993;                    North         East     Units Scale Factor Converg.
 DF3993;SPC MN S     -   172,530.730   621,395.795   MT  1.00003649   -1 33 05.0
 DF3993;UTM  14      - 4,834,663.272   724,802.974   MT  1.00022165   +1 55 25.1
 DF3993
 DF3993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3993!SPC MN S     -   0.99993564  x   1.00003649  =   0.99997213
 DF3993!UTM  14      -   0.99993564  x   1.00022165  =   1.00015727
 DF3993
 DF3993                          SUPERSEDED SURVEY CONTROL
 DF3993
 DF3993.No superseded survey control is available for this station.
 DF3993
 DF3993_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2480334663(NAD 83)
 DF3993_MARKER: DV = VERTICAL CONTROL DISK
 DF3993_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF3993_STAMPING: 6704 A 1 1979
 DF3993_MARK LOGO: MNDT  
 DF3993_PROJECTION: PROJECTING 25 CENTIMETERS
 DF3993_MAGNETIC: I = MARKER IS A STEEL ROD
 DF3993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF3993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF3993+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1997
 DF3993
 DF3993  HISTORY     - Date     Condition        Report By
 DF3993  HISTORY     - 1979     MONUMENTED       MNDT
 DF3993  HISTORY     - 19971014 GOOD             MNDT
 DF3993
 DF3993                          STATION DESCRIPTION
 DF3993
 DF3993'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 DF3993'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS AT 0.5 MI (0.8
 DF3993'KM) SOUTH ON TH 75 FROM JCT OF FAI 90 AT LUVERNE, AT TH 75 MP 9.4, 97
 DF3993'FT (29.6 M) NORTH OF TWP RD WEST, 69 FT (21.0 M) WEST OF TH 75, 19 FT
 DF3993'(5.8 M) SOUTH OF P-POLE, 5 FT (1.5 M) SOUTH OF A GUY WIRE ANCHOR, 0.5
 DF3993'FT (15.2 CM) EAST OF A WIT POST, 3 FT (0.9 M) NNE OF COR OF FENCE
 DF3993'POST, 1 FT (0.3 M) EAST OF FENCE, PROJECTS 10 INCHES, MAGNETIC AND
 DF3993'SUITABLE FOR GPS.  ROD DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0527 ***********************************************************************
 OQ0527  DESIGNATION -  6704 B
 OQ0527  PID         -  OQ0527
 OQ0527  STATE/COUNTY-  MN/ROCK
 OQ0527  USGS QUAD   -  ASH CREEK (1967)
 OQ0527
 OQ0527                         *CURRENT SURVEY CONTROL
 OQ0527  ___________________________________________________________________
 OQ0527* NAD 83(1996)-  43 35 27.99369(N)    096 12 45.07848(W)     ADJUSTED  
 OQ0527* NAVD 88     -       431.745  (meters)    1416.48   (feet)  ADJUSTED  
 OQ0527  ___________________________________________________________________
 OQ0527  X           -    -500,741.262 (meters)                     COMP
 OQ0527  Y           -  -4,600,038.061 (meters)                     COMP
 OQ0527  Z           -   4,375,578.302 (meters)                     COMP
 OQ0527  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 OQ0527  ELLIP HEIGHT-         405.27  (meters)          (06/28/06) GPS OBS
 OQ0527  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OQ0527  DYNAMIC HT  -         431.637 (meters)    1416.13  (feet)  COMP
 OQ0527  MODELED GRAV-     980,356.2   (mgal)                       NAVD 88
 OQ0527
 OQ0527  HORZ ORDER  -  FIRST
 OQ0527  VERT ORDER  -  SECOND    CLASS I
 OQ0527  ELLP ORDER  -  FOURTH    CLASS I
 OQ0527
 OQ0527.The horizontal coordinates were established by GPS observations
 OQ0527.and adjusted by the MN DEPT OF TRANSP in June 2006..
 OQ0527
 OQ0527.The orthometric height was determined by differential leveling
 OQ0527.and adjusted by the National Geodetic Survey in June 1991..
 OQ0527
 OQ0527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0527
 OQ0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0527
 OQ0527.The ellipsoidal height was determined by GPS observations
 OQ0527.and is referenced to NAD 83.
 OQ0527
 OQ0527.The geoid height was determined by GEOID03.
 OQ0527
 OQ0527.The dynamic height is computed by dividing the NAVD 88
 OQ0527.geopotential number by the normal gravity value computed on the
 OQ0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0527.degrees latitude (g = 980.6199 gals.).
 OQ0527
 OQ0527.The modeled gravity was interpolated from observed gravity values.
 OQ0527
 OQ0527;                    North         East     Units Scale Factor Converg.
 OQ0527;SPC MN S     -   168,098.939   621,341.268   MT  1.00004719   -1 33 02.9
 OQ0527;UTM  14      - 4,830,235.524   725,017.157   MT  1.00022284   +1 55 22.0
 OQ0527
 OQ0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0527!SPC MN S     -   0.99993645  x   1.00004719  =   0.99998364
 OQ0527!UTM  14      -   0.99993645  x   1.00022284  =   1.00015928
 OQ0527
 OQ0527:                Primary Azimuth Mark                     Grid Az
 OQ0527:SPC MN S     -  6704 C 1                                 181 32 38.8
 OQ0527:UTM  14      -  6704 C 1                                 178 04 13.9
 OQ0527
 OQ0527|---------------------------------------------------------------------|
 OQ0527| PID    Reference Object                     Distance      Geod. Az  |
 OQ0527|                                                           dddmmss.s |
 OQ0527| DI0746 6704 C 1                            APPROX. 1.2 KM 1795935.9 |
 OQ0527|---------------------------------------------------------------------|
 OQ0527
 OQ0527                          SUPERSEDED SURVEY CONTROL
 OQ0527
 OQ0527  NAVD 88 (06/28/06)  431.75   (m)         1416.5    (f) LEVELING    3  
 OQ0527  NGVD 29 (??/??/92)  431.497  (m)         1415.67   (f) ADJ UNCH    2 1
 OQ0527
 OQ0527.Superseded values are not recommended for survey control.
 OQ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0527.See file dsdata.txt to determine how the superseded data were derived.
 OQ0527
 OQ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2501730236(NAD 83)
 OQ0527_MARKER: DV = VERTICAL CONTROL DISK
 OQ0527_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OQ0527_SP_SET: COPPER-CLAD STEEL ROD
 OQ0527_STAMPING: 6704 B 1978
 OQ0527_MARK LOGO: MNDT  
 OQ0527_PROJECTION: FLUSH
 OQ0527_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0527+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 OQ0527_ROD/PIPE-DEPTH: 12.2 meters
 OQ0527
 OQ0527  HISTORY     - Date     Condition        Report By
 OQ0527  HISTORY     - 1978     MONUMENTED       MNDT
 OQ0527  HISTORY     - 20051026 GOOD             MNDT
 OQ0527
 OQ0527                          STATION DESCRIPTION
 OQ0527
 OQ0527'DESCRIBED BY MN DEPT OF TRANSP 1978
 OQ0527'4.1 MI SOUTH FROM LUVERNE.
 OQ0527'THE MARK IS LOCATED 4.4 MILES SOUTH ON TRUNK HIGHWAY 75 FROM ITS
 OQ0527'INTERSECTION WITH TRUNK HIGHWAY 17 IN LUVERNE NEAR TRUNK HIGHWAY 75
 OQ0527'MILEPOINT 6.6. THE MARK IS 69.5 FT. EAST OF THE CENTERLINE OF TRUNK
 OQ0527'HIGHWAY 75, 47.7 FT. NORTHEAST OF THE NORTH END OF A CORRUGATED METAL
 OQ0527'CULVERT UNDER A FIELD ENTRANCE, 66.5 FT. NORTH OF A WOODEN CORNER
 OQ0527'FENCE POST AND 0.9 FT. WEST OF A STEEL WITNESS POST. IT IS ABOUT 2 FT.
 OQ0527'BELOW THE LEVEL OF TRUNK HIGHWAY 75.
 OQ0527
 OQ0527                          STATION RECOVERY (2005)
 OQ0527
 OQ0527'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 OQ0527'4.4 MILES SOUTH ON TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75
 OQ0527'AND TRUNK HIGHWAY 17 IN LUVERNE, 69.5 FEET EAST OF TRUNK HIGHWAY 75,
 OQ0527'AT TRUNK HIGHWAY 75 MILEPOINT 6.6, 0.3 MILES NORTH OF COUNTY ROAD 15
 OQ0527'AND BRIDGE 8357, 47.7 FEET NORTHEAST OF NORTH END OF METAL CULVERT,
 OQ0527'66.5 FEET NORTH OF FENCE CORNER, 46.0 FEET NORTH OF FIELD ENTRANCE,
 OQ0527'0.9 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0528 ***********************************************************************
 OQ0528  DESIGNATION -  6704 C
 OQ0528  PID         -  OQ0528
 OQ0528  STATE/COUNTY-  MN/ROCK
 OQ0528  USGS QUAD   -  ASH CREEK (1967)
 OQ0528
 OQ0528                         *CURRENT SURVEY CONTROL
 OQ0528  ___________________________________________________________________
 OQ0528* NAD 83(1986)-  43 35 14.     (N)    096 12 48.     (W)     SCALED    
 OQ0528* NAVD 88     -       433.270  (meters)    1421.49   (feet)  ADJUSTED  
 OQ0528  ___________________________________________________________________
 OQ0528  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 OQ0528  DYNAMIC HT  -         433.161 (meters)    1421.13  (feet)  COMP
 OQ0528  MODELED GRAV-     980,356.0   (mgal)                       NAVD 88
 OQ0528
 OQ0528  VERT ORDER  -  SECOND    CLASS I
 OQ0528
 OQ0528.The horizontal coordinates were scaled from a topographic map and have
 OQ0528.an estimated accuracy of +/- 6 seconds.
 OQ0528
 OQ0528.The orthometric height was determined by differential leveling
 OQ0528.and adjusted by the National Geodetic Survey in June 1991..
 OQ0528
 OQ0528.The geoid height was determined by GEOID03.
 OQ0528
 OQ0528.The dynamic height is computed by dividing the NAVD 88
 OQ0528.geopotential number by the normal gravity value computed on the
 OQ0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0528.degrees latitude (g = 980.6199 gals.).
 OQ0528
 OQ0528.The modeled gravity was interpolated from observed gravity values.
 OQ0528
 OQ0528;                    North         East    Units  Estimated Accuracy
 OQ0528;SPC MN S     -   167,670.      621,260.      MT  (+/- 180 meters Scaled)
 OQ0528
 OQ0528                          SUPERSEDED SURVEY CONTROL
 OQ0528
 OQ0528  NGVD 29 (??/??/92)  433.022  (m)         1420.67   (f) ADJ UNCH    2 1
 OQ0528
 OQ0528.Superseded values are not recommended for survey control.
 OQ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0528.See file dsdata.txt to determine how the superseded data were derived.
 OQ0528
 OQ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP249298(NAD 83)
 OQ0528_MARKER: DD = SURVEY DISK
 OQ0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0528_SP_SET: CONCRETE POST
 OQ0528_STAMPING: 6704C 1978
 OQ0528_PROJECTION: FLUSH
 OQ0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0528+STABILITY: SURFACE MOTION
 OQ0528
 OQ0528  HISTORY     - Date     Condition        Report By
 OQ0528  HISTORY     - 1978     MONUMENTED       MNDT
 OQ0528
 OQ0528                          STATION DESCRIPTION
 OQ0528
 OQ0528'DESCRIBED BY MN DEPT OF TRANSP 1978
 OQ0528'4.4 MI SOUTH FROM LUVERNE.
 OQ0528'THE MARK IS LOCATED 4.7 MILES SOUTH ON TRUNK HIGHWAY 75 FROM ITS
 OQ0528'INTERSECTION WITH TRUNK HIGHWAY 17 IN LUVERNE NEAR TRUNK HIGHWAY 75
 OQ0528'MILEPOINT 6.3. THE MARK IS 160 FT. WEST OF TRUNK HIGHWAY 75, 10 FT.
 OQ0528'SOUTH OF THE CENTER OF THE ROAD AND IN THE SOUTHEAST CORNER OF THE
 OQ0528'HEADWALL OF A 6 BY 10 FT. BOX CULVERT. IT IS ABOUT 0.5 FT. ABOVE THE
 OQ0528'LEVEL OF THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0746 ***********************************************************************
 DI0746  DESIGNATION -  6704 C 1
 DI0746  PID         -  DI0746
 DI0746  STATE/COUNTY-  MN/ROCK
 DI0746  USGS QUAD   -  ASH CREEK (1967)
 DI0746
 DI0746                         *CURRENT SURVEY CONTROL
 DI0746  ___________________________________________________________________
 DI0746* NAD 83(1996)-  43 34 48.88928(N)    096 12 45.07220(W)     ADJUSTED  
 DI0746* NAVD 88     -       436.8    (meters)    1433.     (feet)  GPS OBS   
 DI0746  ___________________________________________________________________
 DI0746  X           -    -500,831.565 (meters)                     COMP
 DI0746  Y           -  -4,600,868.929 (meters)                     COMP
 DI0746  Z           -   4,374,707.552 (meters)                     COMP
 DI0746  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 DI0746  ELLIP HEIGHT-         410.32  (meters)          (06/28/06) GPS OBS
 DI0746  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 DI0746
 DI0746  HORZ ORDER  -  FIRST
 DI0746  ELLP ORDER  -  FOURTH    CLASS I
 DI0746
 DI0746.The horizontal coordinates were established by GPS observations
 DI0746.and adjusted by the MN DEPT OF TRANSP in June 2006..
 DI0746
 DI0746.The orthometric height was determined by GPS observations and a
 DI0746.high-resolution geoid model.
 DI0746
 DI0746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0746
 DI0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0746
 DI0746.The ellipsoidal height was determined by GPS observations
 DI0746.and is referenced to NAD 83.
 DI0746
 DI0746.The geoid height was determined by GEOID03.
 DI0746
 DI0746;                    North         East     Units Scale Factor Converg.
 DI0746;SPC MN S     -   166,892.468   621,308.746   MT  1.00005018   -1 33 02.9
 DI0746;UTM  14      - 4,829,029.088   725,057.796   MT  1.00022307   +1 55 20.7
 DI0746
 DI0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0746!SPC MN S     -   0.99993566  x   1.00005018  =   0.99998584
 DI0746!UTM  14      -   0.99993566  x   1.00022307  =   1.00015872
 DI0746
 DI0746:                Primary Azimuth Mark                     Grid Az
 DI0746:SPC MN S     -  6704 B                                   001 32 38.8
 DI0746:UTM  14      -  6704 B                                   358 04 15.2
 DI0746
 DI0746|---------------------------------------------------------------------|
 DI0746| PID    Reference Object                     Distance      Geod. Az  |
 DI0746|                                                           dddmmss.s |
 DI0746| OQ0527 6704 B                              APPROX. 1.2 KM 3595935.9 |
 DI0746|---------------------------------------------------------------------|
 DI0746
 DI0746                          SUPERSEDED SURVEY CONTROL
 DI0746
 DI0746.No superseded survey control is available for this station.
 DI0746
 DI0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2505829029(NAD 83)
 DI0746_MARKER: DV = VERTICAL CONTROL DISK
 DI0746_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DI0746_STAMPING: 6704 C 1 1979
 DI0746_MARK LOGO: MNDT  
 DI0746_PROJECTION: FLUSH
 DI0746_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DI0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0746+SATELLITE: SATELLITE OBSERVATIONS - 1979
 DI0746_ROD/PIPE-DEPTH:  3.0 meters
 DI0746
 DI0746  HISTORY     - Date     Condition        Report By
 DI0746  HISTORY     - 1979     MONUMENTED       MNDT
 DI0746
 DI0746                          STATION DESCRIPTION
 DI0746
 DI0746'DESCRIBED BY MN DEPT OF TRANSP 1979
 DI0746'4 MILES SOUTH ON TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75
 DI0746'AND INTERSTATE HIGHWAY 90 AT LUVERNE, 72 FEET EAST OF TRUNK HIGHWAY
 DI0746'75, AT TRUNK HIGHWAY 75 MILEPOINT 5.85, 30 FEET SOUTHEAST OF TELEPHONE
 DI0746'CABLE POST, 9 FEET EAST-NORTHEAST OF RED ROCK NEAR CENTER OF MASS OF
 DI0746'ROCK AND CONCRETE, 0.5 FOOT WEST OF WITNESS POST.  ROD DEPTH IS
 DI0746'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0529 ***********************************************************************
 OQ0529  DESIGNATION -  6704 D
 OQ0529  PID         -  OQ0529
 OQ0529  STATE/COUNTY-  MN/ROCK
 OQ0529  USGS QUAD   -  ASH CREEK (1967)
 OQ0529
 OQ0529                         *CURRENT SURVEY CONTROL
 OQ0529  ___________________________________________________________________
 OQ0529* NAD 83(1996)-  43 34 22.99257(N)    096 12 48.38280(W)     ADJUSTED  
 OQ0529* NAVD 88     -       444.935  (meters)    1459.76   (feet)  ADJUSTED  
 OQ0529  ___________________________________________________________________
 OQ0529  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 OQ0529  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 OQ0529  DYNAMIC HT  -         444.823 (meters)    1459.39  (feet)  COMP
 OQ0529  MODELED GRAV-     980,354.7   (mgal)                       NAVD 88
 OQ0529
 OQ0529  HORZ ORDER  -  THIRD
 OQ0529  VERT ORDER  -  SECOND    CLASS I
 OQ0529
 OQ0529.The horizontal coordinates were established by classical geodetic methods
 OQ0529.and adjusted by the National Geodetic Survey in March 1999..
 OQ0529.No horizontal observational check was made to the station.
 OQ0529
 OQ0529.The orthometric height was determined by differential leveling
 OQ0529.and adjusted by the National Geodetic Survey in June 1991..
 OQ0529
 OQ0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0529
 OQ0529.The geoid height was determined by GEOID03.
 OQ0529
 OQ0529.The dynamic height is computed by dividing the NAVD 88
 OQ0529.geopotential number by the normal gravity value computed on the
 OQ0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0529.degrees latitude (g = 980.6199 gals.).
 OQ0529
 OQ0529.The modeled gravity was interpolated from observed gravity values.
 OQ0529
 OQ0529;                    North         East     Units Scale Factor Converg.
 OQ0529;SPC MN S     -   166,095.501   621,212.853   MT  1.00005219   -1 33 05.3
 OQ0529;UTM  14      - 4,828,227.638   725,010.351   MT  1.00022281   +1 55 17.5
 OQ0529
 OQ0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0529!SPC MN S     -   0.99993438  x   1.00005219  =   0.99998657
 OQ0529!UTM  14      -   0.99993438  x   1.00022281  =   1.00015718
 OQ0529
 OQ0529                          SUPERSEDED SURVEY CONTROL
 OQ0529
 OQ0529  NAD 83(1996)-  43 34 22.99190(N)    096 12 48.38190(W) AD(       ) 3
 OQ0529  NAD 83(1996)-  43 34 22.99222(N)    096 12 48.37713(W) AD(       ) 3
 OQ0529  NAD 83(1986)-  43 34 22.99202(N)    096 12 48.36890(W) AD(       ) 3
 OQ0529  NAD 27      -  43 34 23.10676(N)    096 12 47.26490(W) AD(       ) 3
 OQ0529  NGVD 29 (??/??/92)  444.687  (m)         1458.94   (f) ADJ UNCH    2 1
 OQ0529
 OQ0529.Superseded values are not recommended for survey control.
 OQ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0529.See file dsdata.txt to determine how the superseded data were derived.
 OQ0529
 OQ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2501028228(NAD 83)
 OQ0529_MARKER: DD = SURVEY DISK
 OQ0529_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OQ0529_SP_SET: COPPER-CLAD STEEL ROD
 OQ0529_STAMPING: 6704D 1978
 OQ0529_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0529_ROD/PIPE-DEPTH: 12.2 meters
 OQ0529
 OQ0529  HISTORY     - Date     Condition        Report By
 OQ0529  HISTORY     - 1978     MONUMENTED       MNDT
 OQ0529
 OQ0529                          STATION DESCRIPTION
 OQ0529
 OQ0529'DESCRIBED BY MN DEPT OF TRANSP 1978
 OQ0529'5.4 MI SOUTH FROM LUVERNE.
 OQ0529'THE MARK IS LOCATEDD 5.7 MILES SOUTH OF TRUNK HIGHWAY 75 FROM ITS
 OQ0529'INTERSECTION WITH TRUNK HIGHWAY 17 IN LUVERNE NEAR TRUNK HIGHWAY 75
 OQ0529'MILEPOINT 5.35. THE MARK IS 161 FT. WEST OF THE CENTERLINE OF TRUNK
 OQ0529'HIGHWAY 75, 34 FT. NORTH OF THE CENTER OF COUNTY ROAD 58 AND 1.0
 OQ0529'FT. EAST OF A STEEL WITNESS POST. IT IS ABOUT 8 FT. ABOVE THE LEVEL OF
 OQ0529'TRUNK HIGHWAY 75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0534 ***********************************************************************
 OQ0534  DESIGNATION -  6704 E
 OQ0534  PID         -  OQ0534
 OQ0534  STATE/COUNTY-  MN/ROCK
 OQ0534  USGS QUAD   -  ASH CREEK (1967)
 OQ0534
 OQ0534                         *CURRENT SURVEY CONTROL
 OQ0534  ___________________________________________________________________
 OQ0534* NAD 83(1996)-  43 32 37.73054(N)    096 12 50.35544(W)     ADJUSTED  
 OQ0534* NAVD 88     -       440.425  (meters)    1444.96   (feet)  ADJUSTED  
 OQ0534  ___________________________________________________________________
 OQ0534  X           -    -501,251.656 (meters)                     COMP
 OQ0534  Y           -  -4,603,632.001 (meters)                     COMP
 OQ0534  Z           -   4,371,776.656 (meters)                     COMP
 OQ0534  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 OQ0534  ELLIP HEIGHT-         413.91  (meters)          (06/28/06) GPS OBS
 OQ0534  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 OQ0534  DYNAMIC HT  -         440.312 (meters)    1444.59  (feet)  COMP
 OQ0534  MODELED GRAV-     980,350.4   (mgal)                       NAVD 88
 OQ0534
 OQ0534  HORZ ORDER  -  FIRST
 OQ0534  VERT ORDER  -  SECOND    CLASS I
 OQ0534  ELLP ORDER  -  FOURTH    CLASS I
 OQ0534
 OQ0534.The horizontal coordinates were established by GPS observations
 OQ0534.and adjusted by the MN DEPT OF TRANSP in June 2006..
 OQ0534
 OQ0534.The orthometric height was determined by differential leveling
 OQ0534.and adjusted by the National Geodetic Survey in June 1991..
 OQ0534
 OQ0534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0534
 OQ0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0534
 OQ0534.The ellipsoidal height was determined by GPS observations
 OQ0534.and is referenced to NAD 83.
 OQ0534
 OQ0534.The geoid height was determined by GEOID03.
 OQ0534
 OQ0534.The dynamic height is computed by dividing the NAVD 88
 OQ0534.geopotential number by the normal gravity value computed on the
 OQ0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0534.degrees latitude (g = 980.6199 gals.).
 OQ0534
 OQ0534.The modeled gravity was interpolated from observed gravity values.
 OQ0534
 OQ0534;                    North         East     Units Scale Factor Converg.
 OQ0534;SPC MN S     -   162,849.099   621,080.621   MT  1.00006049   -1 33 06.6
 OQ0534;UTM  14      - 4,824,978.646   725,075.004   MT  1.00022317   +1 55 12.4
 OQ0534
 OQ0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0534!SPC MN S     -   0.99993510  x   1.00006049  =   0.99999558
 OQ0534!UTM  14      -   0.99993510  x   1.00022317  =   1.00015825
 OQ0534
 OQ0534                          SUPERSEDED SURVEY CONTROL
 OQ0534
 OQ0534  NAD 83(1996)-  43 32 37.73196(N)    096 12 50.35364(W) AD(       ) 3
 OQ0534  NAD 83(1996)-  43 32 37.73123(N)    096 12 50.35272(W) AD(       ) 3
 OQ0534  NAD 83(1996)-  43 32 37.73158(N)    096 12 50.34813(W) AD(       ) 3
 OQ0534  NAD 83(1986)-  43 32 37.73153(N)    096 12 50.33988(W) AD(       ) 3
 OQ0534  NAD 27      -  43 32 37.84463(N)    096 12 49.23587(W) AD(       ) 3
 OQ0534  NAVD 88 (06/28/06)  440.43   (m)         1445.0    (f) LEVELING    3  
 OQ0534  NGVD 29 (??/??/92)  440.176  (m)         1444.14   (f) ADJ UNCH    2 1
 OQ0534
 OQ0534.Superseded values are not recommended for survey control.
 OQ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0534.See file dsdata.txt to determine how the superseded data were derived.
 OQ0534
 OQ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2507524979(NAD 83)
 OQ0534_MARKER: DV = VERTICAL CONTROL DISK
 OQ0534_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OQ0534_SP_SET: COPPER-CLAD STEEL ROD
 OQ0534_STAMPING: 6704 E 1978
 OQ0534_MARK LOGO: MNDT  
 OQ0534_PROJECTION: PROJECTING 10 CENTIMETERS
 OQ0534_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0534+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 OQ0534_ROD/PIPE-DEPTH:  9.8 meters
 OQ0534
 OQ0534  HISTORY     - Date     Condition        Report By
 OQ0534  HISTORY     - 1978     MONUMENTED       MNDT
 OQ0534  HISTORY     - 20051026 GOOD             MNDT
 OQ0534
 OQ0534                          STATION DESCRIPTION
 OQ0534
 OQ0534'DESCRIBED BY MN DEPT OF TRANSP 1978
 OQ0534'7.4 MI SOUTH FROM LUVERNE.
 OQ0534'THE MARK IS LOCATED 7.65 MILES SOUTH ON TRUNK HIGHWAY 75 FROM ITS
 OQ0534'INTERSECTION WITH TRUNK HIGHWAY 17 IN LUVERNE NEAR TRUNK HIGHWAY 17
 OQ0534'MILEPOINT 3.35. THE MARK IS 254 FT. WEST OF THE CENTERLINE OF TRUNK
 OQ0534'HIGHWAY 75, 33 FT. SOUTH OF THE CENTER OF THE TOWNSHIP ROAD, 2.6 FT.
 OQ0534'EAST NORTHEAST OF A POWER POLE AND 1 FT. EAST OF A STEEL WITNESS POST.
 OQ0534'IT IS ABOUT 2 INCHES ABOVE THE GROUND.
 OQ0534
 OQ0534                          STATION RECOVERY (2005)
 OQ0534
 OQ0534'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 OQ0534'7.65 MILES SOUTH ON TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75
 OQ0534'AND TRUNK HIGHWAY 17 IN LUVERNE, AT TRUNK HIGHWAY 75 MILEPOINT 3.35,
 OQ0534'254 FEET WEST OF TRUNK HIGHWAY 75, 33 FEET SOUTH OF TOWNSHIP ROAD,
 OQ0534'22.6 FEET EAST OF POWER POLE, 1.0 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0536 ***********************************************************************
 OQ0536  DESIGNATION -  6704 F
 OQ0536  PID         -  OQ0536
 OQ0536  STATE/COUNTY-  MN/ROCK
 OQ0536  USGS QUAD   -  ASH CREEK (1967)
 OQ0536
 OQ0536                         *CURRENT SURVEY CONTROL
 OQ0536  ___________________________________________________________________
 OQ0536* NAD 83(1986)-  43 30 53.     (N)    096 12 59.     (W)     SCALED    
 OQ0536* NAVD 88     -       427.323  (meters)    1401.98   (feet)  ADJUSTED  
 OQ0536  ___________________________________________________________________
 OQ0536  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 OQ0536  DYNAMIC HT  -         427.211 (meters)    1401.61  (feet)  COMP
 OQ0536  MODELED GRAV-     980,343.9   (mgal)                       NAVD 88
 OQ0536
 OQ0536  VERT ORDER  -  SECOND    CLASS I
 OQ0536
 OQ0536.The horizontal coordinates were scaled from a topographic map and have
 OQ0536.an estimated accuracy of +/- 6 seconds.
 OQ0536
 OQ0536.The orthometric height was determined by differential leveling
 OQ0536.and adjusted by the National Geodetic Survey in June 1991..
 OQ0536
 OQ0536.The geoid height was determined by GEOID03.
 OQ0536
 OQ0536.The dynamic height is computed by dividing the NAVD 88
 OQ0536.geopotential number by the normal gravity value computed on the
 OQ0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0536.degrees latitude (g = 980.6199 gals.).
 OQ0536
 OQ0536.The modeled gravity was interpolated from observed gravity values.
 OQ0536
 OQ0536;                    North         East    Units  Estimated Accuracy
 OQ0536;SPC MN S     -   159,620.      620,800.      MT  (+/- 180 meters Scaled)
 OQ0536
 OQ0536                          SUPERSEDED SURVEY CONTROL
 OQ0536
 OQ0536  NGVD 29 (??/??/92)  427.073  (m)         1401.16   (f) ADJ UNCH    2 1
 OQ0536
 OQ0536.Superseded values are not recommended for survey control.
 OQ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0536.See file dsdata.txt to determine how the superseded data were derived.
 OQ0536
 OQ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP249217(NAD 83)
 OQ0536_MARKER: DD = SURVEY DISK
 OQ0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0536_SP_SET: CONCRETE POST
 OQ0536_STAMPING: 6704F 1978
 OQ0536_PROJECTION: FLUSH
 OQ0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0536+STABILITY: SURFACE MOTION
 OQ0536
 OQ0536  HISTORY     - Date     Condition        Report By
 OQ0536  HISTORY     - 1978     MONUMENTED       MNDT
 OQ0536
 OQ0536                          STATION DESCRIPTION
 OQ0536
 OQ0536'DESCRIBED BY MN DEPT OF TRANSP 1978
 OQ0536'9.4 MI SOUTH FROM LUVERNE.
 OQ0536'THE MARK IS LOCATED 9.6 MILES SOUTH ON TRUNK HIGHWAY 75 FROM ITS
 OQ0536'INTERSECTION TRUNK HIGHWAY 17 IN LUVERNE, THENCE 0.2 MILE WEST OF
 OQ0536'TOWNSHIP ROAD. THE MARK IS 975 FT. WEST OF THE CENTERLINE OF TRUNK
 OQ0536'HIGHWAY 75, 12 FT. SOUTH OF THE CENTER OF THE TOWNSHIP ROAD AND IS IN
 OQ0536'THE SOUTHWEST CORNER OF THE HEADWALL OF A 6 BY 8 FT. BOX CULVERT. IT
 OQ0536'IS ABOUT LEVEL WITH THE TOWNSHIP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0537 ***********************************************************************
 OQ0537  DESIGNATION -  6704 G
 OQ0537  PID         -  OQ0537
 OQ0537  STATE/COUNTY-  MN/ROCK
 OQ0537  USGS QUAD   -  ASH CREEK (1967)
 OQ0537
 OQ0537                         *CURRENT SURVEY CONTROL
 OQ0537  ___________________________________________________________________
 OQ0537* NAD 83(1986)-  43 30 06.     (N)    096 12 44.     (W)     SCALED    
 OQ0537* NAVD 88     -       442.852  (meters)    1452.92   (feet)  ADJUSTED  
 OQ0537  ___________________________________________________________________
 OQ0537  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 OQ0537  DYNAMIC HT  -         442.734 (meters)    1452.54  (feet)  COMP
 OQ0537  MODELED GRAV-     980,341.5   (mgal)                       NAVD 88
 OQ0537
 OQ0537  VERT ORDER  -  SECOND    CLASS I
 OQ0537
 OQ0537.The horizontal coordinates were scaled from a topographic map and have
 OQ0537.an estimated accuracy of +/- 6 seconds.
 OQ0537
 OQ0537.The orthometric height was determined by differential leveling
 OQ0537.and adjusted by the National Geodetic Survey in June 1991..
 OQ0537
 OQ0537.The geoid height was determined by GEOID03.
 OQ0537
 OQ0537.The dynamic height is computed by dividing the NAVD 88
 OQ0537.geopotential number by the normal gravity value computed on the
 OQ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0537.degrees latitude (g = 980.6199 gals.).
 OQ0537
 OQ0537.The modeled gravity was interpolated from observed gravity values.
 OQ0537
 OQ0537;                    North         East    Units  Estimated Accuracy
 OQ0537;SPC MN S     -   158,160.      621,100.      MT  (+/- 180 meters Scaled)
 OQ0537
 OQ0537                          SUPERSEDED SURVEY CONTROL
 OQ0537
 OQ0537  NGVD 29 (??/??/92)  442.601  (m)         1452.10   (f) ADJ UNCH    2 1
 OQ0537
 OQ0537.Superseded values are not recommended for survey control.
 OQ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0537.See file dsdata.txt to determine how the superseded data were derived.
 OQ0537
 OQ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP253203(NAD 83)
 OQ0537_MARKER: DD = SURVEY DISK
 OQ0537_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OQ0537_SP_SET: COPPER-CLAD STEEL ROD
 OQ0537_STAMPING: 6704G 1978
 OQ0537_PROJECTION: RECESSED 25 CENTIMETERS
 OQ0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0537_ROD/PIPE-DEPTH: 9.75 meters
 OQ0537
 OQ0537  HISTORY     - Date     Condition        Report By
 OQ0537  HISTORY     - 1978     MONUMENTED       MNDT
 OQ0537
 OQ0537                          STATION DESCRIPTION
 OQ0537
 OQ0537'DESCRIBED BY MN DEPT OF TRANSP 1978
 OQ0537'10.3 MI SOUTH FROM LUVERNE.
 OQ0537'THE MARK IS LOCATED 10.5 MILES SOUTH ON TRUNK HIGHWAY 75 FROM ITS
 OQ0537'INTERSECTION OF TRUNK HIGHWAY 17 IN LUVERNE NEAR TRUNK HIGHWAY 75 MILE
 OQ0537'POINT 0.5. THE MARK IS 154.5 FT. SOUTHWEST OF THE CENTERLINE OF TRUNK
 OQ0537'HIGHWAY 75, 450 FT. NORTH OF THE CENTER OF THE STATE LINE ROAD, 38 FT.
 OQ0537'EAST OF THE CENTER OF A NORTH SOUTH DIRT ROAD, 67.2 FT. SOUTHWEST OF A
 OQ0537'2 INCH SPRUCE TREE, 24.5 FT. NORTH OF A 24 INCH SILVER MAPLE TREE AND
 OQ0537'1 FT. NORTH OF A STEEL WITNESS POST. IT IS ABOUT LEVEL WITH TRUNK
 OQ0537'HIGHWAY 75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0538 ***********************************************************************
 OQ0538  DESIGNATION -  6704 H
 OQ0538  PID         -  OQ0538
 OQ0538  STATE/COUNTY-  MN/ROCK
 OQ0538  USGS QUAD   -  ASH CREEK (1967)
 OQ0538
 OQ0538                         *CURRENT SURVEY CONTROL
 OQ0538  ___________________________________________________________________
 OQ0538* NAD 83(1986)-  43 30 01.     (N)    096 12 18.     (W)     SCALED    
 OQ0538* NAVD 88     -       438.437  (meters)    1438.44   (feet)  ADJUSTED  
 OQ0538  ___________________________________________________________________
 OQ0538  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 OQ0538  DYNAMIC HT  -         438.321 (meters)    1438.06  (feet)  COMP
 OQ0538  MODELED GRAV-     980,342.0   (mgal)                       NAVD 88
 OQ0538
 OQ0538  VERT ORDER  -  SECOND    CLASS I
 OQ0538
 OQ0538.The horizontal coordinates were scaled from a topographic map and have
 OQ0538.an estimated accuracy of +/- 6 seconds.
 OQ0538
 OQ0538.The orthometric height was determined by differential leveling
 OQ0538.and adjusted by the National Geodetic Survey in June 1991..
 OQ0538
 OQ0538.The geoid height was determined by GEOID03.
 OQ0538
 OQ0538.The dynamic height is computed by dividing the NAVD 88
 OQ0538.geopotential number by the normal gravity value computed on the
 OQ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0538.degrees latitude (g = 980.6199 gals.).
 OQ0538
 OQ0538.The modeled gravity was interpolated from observed gravity values.
 OQ0538
 OQ0538;                    North         East    Units  Estimated Accuracy
 OQ0538;SPC MN S     -   157,990.      621,680.      MT  (+/- 180 meters Scaled)
 OQ0538
 OQ0538                          SUPERSEDED SURVEY CONTROL
 OQ0538
 OQ0538  NGVD 29 (??/??/92)  438.187  (m)         1437.62   (f) ADJ UNCH    2 1
 OQ0538
 OQ0538.Superseded values are not recommended for survey control.
 OQ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0538.See file dsdata.txt to determine how the superseded data were derived.
 OQ0538
 OQ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP259201(NAD 83)
 OQ0538_MARKER: DD = SURVEY DISK
 OQ0538_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OQ0538_SP_SET: COPPER-CLAD STEEL ROD
 OQ0538_STAMPING: 6704 H 1978
 OQ0538_PROJECTION: PROJECTING 5 CENTIMETERS
 OQ0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0538_ROD/PIPE-DEPTH: 9.75 meters
 OQ0538
 OQ0538  HISTORY     - Date     Condition        Report By
 OQ0538  HISTORY     - 1978     MONUMENTED       MNDT
 OQ0538
 OQ0538                          STATION DESCRIPTION
 OQ0538
 OQ0538'DESCRIBED BY MN DEPT OF TRANSP 1978
 OQ0538'10.7 MI SOUTH FROM LUVERNE.
 OQ0538'THE MARK IS LOCATED 10.9 MILES SOUTH ON TRUNK HIGHWAY 75 FROM ITS
 OQ0538'INTERSECTION WITH TRUNK HIGHWAY 17 IN LUVERNE NEAR TRUNK HIGHWAY 75
 OQ0538'MILEPOINT 0.1. THE MARK IS 51 FT. NORTH OF THE CENTERLINE OF TRUNK
 OQ0538'HIGHWAY 75 ON THE MINNESOTA IOWA STATE LINE, 56.3 FT. SOUTHEAST OF THE
 OQ0538'SOUTHEAST EDGE OF THE CONCRETE BASE OF A WIRE MESH CORN CRIB, 13 FT.
 OQ0538'NORTH NORTHEAST OF THE EAST END OF A 12 INCH CORRUGATED METAL PIPE
 OQ0538'CULVERT UNDER A FIELD ENTRANCE, 20 FT. EAST OF THE CENTER OF THE FIELD
 OQ0538'ENTRANCE, 5 FT. WEST OF A 30 INCH ELM TREE AND 1 FT. SOUTH OF A STEEL
 OQ0538'WITNESS POST. IT IS ABOUT LEVEL WITH TRUNK HIGHWAY 75 AND ABOUT 2
 OQ0538'INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0524 ***********************************************************************
 OQ0524  DESIGNATION -  6704 J
 OQ0524  PID         -  OQ0524
 OQ0524  STATE/COUNTY-  MN/ROCK
 OQ0524  USGS QUAD   -  LUVERNE (1978)
 OQ0524
 OQ0524                         *CURRENT SURVEY CONTROL
 OQ0524  ___________________________________________________________________
 OQ0524* NAD 83(1986)-  43 38 57.     (N)    096 12 46.     (W)     SCALED    
 OQ0524* NAVD 88     -       441.729  (meters)    1449.24   (feet)  ADJUSTED  
 OQ0524  ___________________________________________________________________
 OQ0524  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 OQ0524  DYNAMIC HT  -         441.618 (meters)    1448.88  (feet)  COMP
 OQ0524  MODELED GRAV-     980,355.6   (mgal)                       NAVD 88
 OQ0524
 OQ0524  VERT ORDER  -  SECOND    CLASS I
 OQ0524
 OQ0524.The horizontal coordinates were scaled from a topographic map and have
 OQ0524.an estimated accuracy of +/- 6 seconds.
 OQ0524
 OQ0524.The orthometric height was determined by differential leveling
 OQ0524.and adjusted by the National Geodetic Survey in June 1991..
 OQ0524
 OQ0524.The geoid height was determined by GEOID03.
 OQ0524
 OQ0524.The dynamic height is computed by dividing the NAVD 88
 OQ0524.geopotential number by the normal gravity value computed on the
 OQ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0524.degrees latitude (g = 980.6199 gals.).
 OQ0524
 OQ0524.The modeled gravity was interpolated from observed gravity values.
 OQ0524
 OQ0524;                    North         East    Units  Estimated Accuracy
 OQ0524;SPC MN S     -   174,550.      621,500.      MT  (+/- 180 meters Scaled)
 OQ0524
 OQ0524                          SUPERSEDED SURVEY CONTROL
 OQ0524
 OQ0524  NGVD 29 (??/??/92)  441.485  (m)         1448.44   (f) ADJ UNCH    2 1
 OQ0524
 OQ0524.Superseded values are not recommended for survey control.
 OQ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0524.See file dsdata.txt to determine how the superseded data were derived.
 OQ0524
 OQ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP247366(NAD 83)
 OQ0524_MARKER: DV = VERTICAL CONTROL DISK
 OQ0524_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ0524_SP_SET: BOX CULVERT HEADWALL
 OQ0524_STAMPING: 6704 J 1978
 OQ0524_MARK LOGO: MNDT  
 OQ0524_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0524+STABILITY: SURFACE MOTION
 OQ0524
 OQ0524  HISTORY     - Date     Condition        Report By
 OQ0524  HISTORY     - 1978     MONUMENTED       MNDT
 OQ0524  HISTORY     - 19850716 GOOD             MNDT
 OQ0524
 OQ0524                          STATION DESCRIPTION
 OQ0524
 OQ0524'DESCRIBED BY MN DEPT OF TRANSP 1978
 OQ0524'IN LUVERNE.
 OQ0524'THE MARK IS LOCATED 0.35 MILES SOUTH ON TRUNK HIGHWAY 75 FROM ITS
 OQ0524'INTERSECTION WITH TRUNK HIGHWAY 17 IN LUVERNE AT TRUNK HIGHWAY
 OQ0524'MILEMARK 10.65. THE MARK IS IN THE SOUTH END OF THE WEST HEADWALL OF
 OQ0524'A 22 FT. BY 8 FT. DEEP BOX CULVERT, 76.2 FT. NORTH NORTHEAST OF THE
 OQ0524'NORTHEAST CORNER OF A CONCRETE BLOCK GARAGE FARMERS UNION CO OP AND
 OQ0524'35.8 FT. WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF TRUNK HIGHWAY
 OQ0524'75. IT IS CEMENTED IN THE HEADWALL IS ABOUT LEVEL WITH TRUNK HIGHWAY
 OQ0524'75.
 OQ0524
 OQ0524                          STATION RECOVERY (1985)
 OQ0524
 OQ0524'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 OQ0524'THE MARK IS LOCATED IN THE CITY OF LUVERNE, IN THE SE 1/4 OF SECTION
 OQ0524'10, T102N, R45W, 0.65 MI (1.05 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM
 OQ0524'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 SOUTH OF LUVERNE, 35.5 FT
 OQ0524'(10.8 M) WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 75 AT
 OQ0524'MILEPOINT 10.65, AND 76.2 FT (23.2 M) NORTH-NORTHEAST OF THE
 OQ0524'NORTHEAST CORNER OF A CONCRETE BLOCK GARAGE (FARMERS UNION CO-OP).
 OQ0524'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 OQ0524'STAMPED---6704 J 1978---, IS SET IN THE HEADWALL AT THE SOUTHEAST
 OQ0524'CORNER OF A 22- BY 8-FOOT BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1188 ***********************************************************************
 OQ1188  DESIGNATION -  6705 AB
 OQ1188  PID         -  OQ1188
 OQ1188  STATE/COUNTY-  MN/ROCK
 OQ1188  USGS QUAD   -  EDGERTON SOUTH (1967)
 OQ1188
 OQ1188                         *CURRENT SURVEY CONTROL
 OQ1188  ___________________________________________________________________
 OQ1188* NAD 83(1986)-  43 48 42.     (N)    096 13 01.     (W)     SCALED    
 OQ1188* NAVD 88     -       509.921  (meters)    1672.97   (feet)  ADJUSTED  
 OQ1188  ___________________________________________________________________
 OQ1188  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 OQ1188  DYNAMIC HT  -         509.798 (meters)    1672.56  (feet)  COMP
 OQ1188  MODELED GRAV-     980,360.6   (mgal)                       NAVD 88
 OQ1188
 OQ1188  VERT ORDER  -  SECOND    CLASS I
 OQ1188
 OQ1188.The horizontal coordinates were scaled from a topographic map and have
 OQ1188.an estimated accuracy of +/- 6 seconds.
 OQ1188
 OQ1188.The orthometric height was determined by differential leveling
 OQ1188.and adjusted by the National Geodetic Survey in June 1995..
 OQ1188
 OQ1188.The geoid height was determined by GEOID03.
 OQ1188
 OQ1188.The dynamic height is computed by dividing the NAVD 88
 OQ1188.geopotential number by the normal gravity value computed on the
 OQ1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1188.degrees latitude (g = 980.6199 gals.).
 OQ1188
 OQ1188.The modeled gravity was interpolated from observed gravity values.
 OQ1188
 OQ1188;                    North         East    Units  Estimated Accuracy
 OQ1188;SPC MN S     -   192,610.      621,650.      MT  (+/- 180 meters Scaled)
 OQ1188
 OQ1188                          SUPERSEDED SURVEY CONTROL
 OQ1188
 OQ1188.No superseded survey control is available for this station.
 OQ1188
 OQ1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP238547(NAD 83)
 OQ1188_MARKER: DV = VERTICAL CONTROL DISK
 OQ1188_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1188_SP_SET: BOX CULVERT HEADWALL
 OQ1188_STAMPING: 6705 AB 1985
 OQ1188_MARK LOGO: MNDT  
 OQ1188_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1188+STABILITY: SURFACE MOTION
 OQ1188
 OQ1188  HISTORY     - Date     Condition        Report By
 OQ1188  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1188
 OQ1188                          STATION DESCRIPTION
 OQ1188
 OQ1188'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1188'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) NORTH-NORTHWEST OF THE CITY OF
 OQ1188'HARDWICK, IN THE SE 1/4 OF SECTION 15, T104N, R45W, 25.5 FT (7.8 M)
 OQ1188'EAST OF AND 1 FT (0.3 M) LOWER THAN THE CENTERLINE OF HIGHWAY 75 AT
 OQ1188'MILEPOINT 21.9, AND 0.7 FT (21.3 CM) NORTH OF THE SOUTH HEADWALL OF A
 OQ1188'BOX CULVERT.  THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL
 OQ1188'CONTROL MONUMENT DISK STAMPED---6705 AB 1985---, IS SET IN A DRILL
 OQ1188'HOLE IN THE HEADWALL AT THE SOUTHEAST CORNER OF THE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1189 ***********************************************************************
 OQ1189  DESIGNATION -  6705 AC
 OQ1189  PID         -  OQ1189
 OQ1189  STATE/COUNTY-  MN/ROCK
 OQ1189  USGS QUAD   -  EDGERTON SOUTH (1967)
 OQ1189
 OQ1189                         *CURRENT SURVEY CONTROL
 OQ1189  ___________________________________________________________________
 OQ1189* NAD 83(1986)-  43 49 19.     (N)    096 13 29.     (W)     SCALED    
 OQ1189* NAVD 88     -       517.066  (meters)    1696.41   (feet)  ADJUSTED  
 OQ1189  ___________________________________________________________________
 OQ1189  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 OQ1189  DYNAMIC HT  -         516.941 (meters)    1696.00  (feet)  COMP
 OQ1189  MODELED GRAV-     980,360.4   (mgal)                       NAVD 88
 OQ1189
 OQ1189  VERT ORDER  -  SECOND    CLASS I
 OQ1189
 OQ1189.The horizontal coordinates were scaled from a topographic map and have
 OQ1189.an estimated accuracy of +/- 6 seconds.
 OQ1189
 OQ1189.The orthometric height was determined by differential leveling
 OQ1189.and adjusted by the National Geodetic Survey in June 1995..
 OQ1189
 OQ1189.The geoid height was determined by GEOID03.
 OQ1189
 OQ1189.The dynamic height is computed by dividing the NAVD 88
 OQ1189.geopotential number by the normal gravity value computed on the
 OQ1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1189.degrees latitude (g = 980.6199 gals.).
 OQ1189
 OQ1189.The modeled gravity was interpolated from observed gravity values.
 OQ1189
 OQ1189;                    North         East    Units  Estimated Accuracy
 OQ1189;SPC MN S     -   193,760.      621,050.      MT  (+/- 180 meters Scaled)
 OQ1189
 OQ1189                          SUPERSEDED SURVEY CONTROL
 OQ1189
 OQ1189.No superseded survey control is available for this station.
 OQ1189
 OQ1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP231558(NAD 83)
 OQ1189_MARKER: DV = VERTICAL CONTROL DISK
 OQ1189_SETTING: 66 = SET IN ROCK OUTCROP
 OQ1189_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OQ1189_STAMPING: 6705 AC 1985
 OQ1189_MARK LOGO: MNDT  
 OQ1189_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1189+STABILITY: POSITION/ELEVATION WELL
 OQ1189
 OQ1189  HISTORY     - Date     Condition        Report By
 OQ1189  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1189
 OQ1189                          STATION DESCRIPTION
 OQ1189
 OQ1189'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1189'THE MARK IS LOCATED ABOUT 2.75 MI (4.43 KM) NORTH-NORTHEAST OF THE
 OQ1189'CITY OF HARDWICK IN THE SW 1/4 OF SECTION 10, T104N, R45W, 3.35 MI
 OQ1189'(5.39 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY
 OQ1189'ROAD 7 ON THE WEST EDGE OF HARDWICK, 46.5 FT (14.2 M) SOUTHWEST OF
 OQ1189'AND 3 FT (0.9 M) LOWER THAN THE CENTERLINE OF HIGHWAY 75 AT MILEPOINT
 OQ1189'22.75, 65.0 FT (19.8 M) NORTHWEST OF THE CENTER OF AN ENTRANCE, AND
 OQ1189'40.0 FT (12.2 M) NORTH-NORTHEAST OF A TELEPHONE CABLE MARKER POST.
 OQ1189'THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL
 OQ1189'MONUMENT DISK STAMPED---6705 AC 1985---, IS SET IN A DRILL HOLE IN A
 OQ1189'ROCK OUTCROP NEAR THE CENTER OF THE DITCH BOTTOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1190 ***********************************************************************
 OQ1190  DESIGNATION -  6705 AD
 OQ1190  PID         -  OQ1190
 OQ1190  STATE/COUNTY-  MN/ROCK
 OQ1190  USGS QUAD   -  EDGERTON SOUTH (1967)
 OQ1190
 OQ1190                         *CURRENT SURVEY CONTROL
 OQ1190  ___________________________________________________________________
 OQ1190* NAD 83(1986)-  43 50 09.     (N)    096 14 00.     (W)     SCALED    
 OQ1190* NAVD 88     -       516.788  (meters)    1695.50   (feet)  ADJUSTED  
 OQ1190  ___________________________________________________________________
 OQ1190  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 OQ1190  DYNAMIC HT  -         516.663 (meters)    1695.09  (feet)  COMP
 OQ1190  MODELED GRAV-     980,360.7   (mgal)                       NAVD 88
 OQ1190
 OQ1190  VERT ORDER  -  SECOND    CLASS I
 OQ1190
 OQ1190.The horizontal coordinates were scaled from a topographic map and have
 OQ1190.an estimated accuracy of +/- 6 seconds.
 OQ1190
 OQ1190.The orthometric height was determined by differential leveling
 OQ1190.and adjusted by the National Geodetic Survey in June 1995..
 OQ1190
 OQ1190.The geoid height was determined by GEOID03.
 OQ1190
 OQ1190.The dynamic height is computed by dividing the NAVD 88
 OQ1190.geopotential number by the normal gravity value computed on the
 OQ1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1190.degrees latitude (g = 980.6199 gals.).
 OQ1190
 OQ1190.The modeled gravity was interpolated from observed gravity values.
 OQ1190
 OQ1190;                    North         East    Units  Estimated Accuracy
 OQ1190;SPC MN S     -   195,330.      620,400.      MT  (+/- 180 meters Scaled)
 OQ1190
 OQ1190                          SUPERSEDED SURVEY CONTROL
 OQ1190
 OQ1190.No superseded survey control is available for this station.
 OQ1190
 OQ1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP224573(NAD 83)
 OQ1190_MARKER: DV = VERTICAL CONTROL DISK
 OQ1190_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1190_SP_SET: BOX CULVERT HEADWALL
 OQ1190_STAMPING: 6705 AD 1985
 OQ1190_MARK LOGO: MNDT  
 OQ1190_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1190+STABILITY: SURFACE MOTION
 OQ1190
 OQ1190  HISTORY     - Date     Condition        Report By
 OQ1190  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1190
 OQ1190                          STATION DESCRIPTION
 OQ1190
 OQ1190'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1190'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH-SOUTHEAST OF THE CITY
 OQ1190'OF TROSKY, IN THE SE 1/4 OF SECTION 4, T104N, R45W, 3.5 MI (5.6 KM)
 OQ1190'SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH TRUNK HIGHWAY 268
 OQ1190'SOUTH OF TROSKY, 27.0 FT (8.2 M) SOUTHWEST OF AND 2 FT (0.6 M) LOWER
 OQ1190'THAN THE CENTERLINE OF HIGHWAY 75 AT MILEPOINT 23.8, 187.0 FT
 OQ1190'(57.0 M) SOUTH-SOUTHEAST OF THE CENTER OF A FARM ENTRANCE, AND 0.4 FT
 OQ1190'(12.2 CM) NORTH OF THE SOUTH END OF A BOX CULVERT.  THE MARK, A
 OQ1190'STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 OQ1190'STAMPED---6705 AD 1985---, IS SET IN A DRILL HOLE IN THE HEADWALL AT
 OQ1190'THE SOUTHWEST CORNER OF THE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1191 ***********************************************************************
 OQ1191  DESIGNATION -  6705 AE
 OQ1191  PID         -  OQ1191
 OQ1191  STATE/COUNTY-  MN/ROCK
 OQ1191  USGS QUAD   -  EDGERTON SOUTH (1967)
 OQ1191
 OQ1191                         *CURRENT SURVEY CONTROL
 OQ1191  ___________________________________________________________________
 OQ1191* NAD 83(1986)-  43 50 40.     (N)    096 14 18.     (W)     SCALED    
 OQ1191* NAVD 88     -       516.787  (meters)    1695.49   (feet)  ADJUSTED  
 OQ1191  ___________________________________________________________________
 OQ1191  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 OQ1191  DYNAMIC HT  -         516.662 (meters)    1695.08  (feet)  COMP
 OQ1191  MODELED GRAV-     980,361.0   (mgal)                       NAVD 88
 OQ1191
 OQ1191  VERT ORDER  -  SECOND    CLASS I
 OQ1191
 OQ1191.The horizontal coordinates were scaled from a topographic map and have
 OQ1191.an estimated accuracy of +/- 6 seconds.
 OQ1191
 OQ1191.The orthometric height was determined by differential leveling
 OQ1191.and adjusted by the National Geodetic Survey in June 1995..
 OQ1191
 OQ1191.The geoid height was determined by GEOID03.
 OQ1191
 OQ1191.The dynamic height is computed by dividing the NAVD 88
 OQ1191.geopotential number by the normal gravity value computed on the
 OQ1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1191.degrees latitude (g = 980.6199 gals.).
 OQ1191
 OQ1191.The modeled gravity was interpolated from observed gravity values.
 OQ1191
 OQ1191;                    North         East    Units  Estimated Accuracy
 OQ1191;SPC MN S     -   196,290.      620,030.      MT  (+/- 180 meters Scaled)
 OQ1191
 OQ1191                          SUPERSEDED SURVEY CONTROL
 OQ1191
 OQ1191.No superseded survey control is available for this station.
 OQ1191
 OQ1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP219583(NAD 83)
 OQ1191_MARKER: DV = VERTICAL CONTROL DISK
 OQ1191_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1191_SP_SET: BOX CULVERT HEADWALL
 OQ1191_STAMPING: 6705 AE 1985
 OQ1191_MARK LOGO: MNDT  
 OQ1191_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1191+STABILITY: SURFACE MOTION
 OQ1191
 OQ1191  HISTORY     - Date     Condition        Report By
 OQ1191  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1191
 OQ1191                          STATION DESCRIPTION
 OQ1191
 OQ1191'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1191'THE MARK IS LOCATED ABOUT 2.75 MI (4.43 KM) SOUTH-SOUTHEAST OF THE
 OQ1191'CITY OF TROSKY, IN THE NE 1/4 OF SECTION 4, T104N, R45W, 2.8 MI
 OQ1191'(4.5 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH TRUNK
 OQ1191'HIGHWAY 268 SOUTH OF TROSKY, 25.5 FT (7.8 M) SOUTHWEST OF AND 0.5 FT
 OQ1191'(15.2 CM) HIGHER THAN THE CENTERLINE OF HIGHWAY 75 AT MILEPOINT 24.5,
 OQ1191'51.0 FT (15.5 M) EAST OF A POWER POLE (NUMBERED 223), AND 0.6 FT
 OQ1191'(18.3 CM) NORTH OF THE SOUTH END OF A BOX CULVERT. THE MARK, A
 OQ1191'STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 OQ1191'STAMPED---6705 AE 1985---, IS SET IN A DRILL HOLE IN THE HEADWALL AT
 OQ1191'THE SOUTHEAST CORNER OF THE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1192 ***********************************************************************
 OQ1192  DESIGNATION -  6705 AF
 OQ1192  PID         -  OQ1192
 OQ1192  STATE/COUNTY-  MN/ROCK
 OQ1192  USGS QUAD   -  LUVERNE (1978)
 OQ1192
 OQ1192                         *CURRENT SURVEY CONTROL
 OQ1192  ___________________________________________________________________
 OQ1192* NAD 83(1986)-  43 43 57.     (N)    096 12 18.     (W)     SCALED    
 OQ1192* NAVD 88     -       477.073  (meters)    1565.20   (feet)  ADJUSTED  
 OQ1192  ___________________________________________________________________
 OQ1192  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OQ1192  DYNAMIC HT  -         476.956 (meters)    1564.81  (feet)  COMP
 OQ1192  MODELED GRAV-     980,358.2   (mgal)                       NAVD 88
 OQ1192
 OQ1192  VERT ORDER  -  SECOND    CLASS I
 OQ1192
 OQ1192.The horizontal coordinates were scaled from a topographic map and have
 OQ1192.an estimated accuracy of +/- 6 seconds.
 OQ1192
 OQ1192.The orthometric height was determined by differential leveling
 OQ1192.and adjusted by the National Geodetic Survey in June 1995..
 OQ1192
 OQ1192.The geoid height was determined by GEOID03.
 OQ1192
 OQ1192.The dynamic height is computed by dividing the NAVD 88
 OQ1192.geopotential number by the normal gravity value computed on the
 OQ1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1192.degrees latitude (g = 980.6199 gals.).
 OQ1192
 OQ1192.The modeled gravity was interpolated from observed gravity values.
 OQ1192
 OQ1192;                    North         East    Units  Estimated Accuracy
 OQ1192;SPC MN S     -   183,790.      622,370.      MT  (+/- 180 meters Scaled)
 OQ1192
 OQ1192                          SUPERSEDED SURVEY CONTROL
 OQ1192
 OQ1192.No superseded survey control is available for this station.
 OQ1192
 OQ1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP250459(NAD 83)
 OQ1192_MARKER: DV = VERTICAL CONTROL DISK
 OQ1192_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1192_SP_SET: BOX CULVERT HEADWALL
 OQ1192_STAMPING: 6705 AF 1985
 OQ1192_MARK LOGO: MNDT  
 OQ1192_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1192+STABILITY: SURFACE MOTION
 OQ1192
 OQ1192  HISTORY     - Date     Condition        Report By
 OQ1192  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1192
 OQ1192                          STATION DESCRIPTION
 OQ1192
 OQ1192'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1192'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH OF THE CITY OF HARDWICK,
 OQ1192'IN THE NW 1/4 OF SECTION 14, T103N, R45W, 3.0 MI (4.8 KM) SOUTH ALONG
 OQ1192'TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY ROAD 7 ON THE WEST
 OQ1192'EDGE OF HARDWICK, THENCE 0.4 MI (0.6 KM) EAST ALONG A GRAVEL ROAD,
 OQ1192'10.0 FT (3.0 M) SOUTH OF AND 0.5 FT (15.2 CM) ABOVE THE CENTER OF THE
 OQ1192'ROAD, 176.0 FT (53.6 M) EAST OF A FARM ENTRANCE, AND 0.3 FT (9.1 CM)
 OQ1192'WEST OF THE EAST END OF A BOX CULVERT HEADWALL. THE MARK, A STANDARD
 OQ1192'MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6705
 OQ1192'AF 1985---, IS SET IN A DRILL HOLE IN THE HEADWALL AT THE SOUTHEAST
 OQ1192'CORNER OF THE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1193 ***********************************************************************
 OQ1193  DESIGNATION -  6705 AG
 OQ1193  PID         -  OQ1193
 OQ1193  STATE/COUNTY-  MN/ROCK
 OQ1193  USGS QUAD   -  LUVERNE (1978)
 OQ1193
 OQ1193                         *CURRENT SURVEY CONTROL
 OQ1193  ___________________________________________________________________
 OQ1193* NAD 83(1986)-  43 43 55.     (N)    096 11 46.     (W)     SCALED    
 OQ1193* NAVD 88     -       470.186  (meters)    1542.60   (feet)  ADJUSTED  
 OQ1193  ___________________________________________________________________
 OQ1193  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OQ1193  DYNAMIC HT  -         470.071 (meters)    1542.22  (feet)  COMP
 OQ1193  MODELED GRAV-     980,359.5   (mgal)                       NAVD 88
 OQ1193
 OQ1193  VERT ORDER  -  SECOND    CLASS I
 OQ1193
 OQ1193.The horizontal coordinates were scaled from a topographic map and have
 OQ1193.an estimated accuracy of +/- 6 seconds.
 OQ1193
 OQ1193.The orthometric height was determined by differential leveling
 OQ1193.and adjusted by the National Geodetic Survey in June 1995..
 OQ1193
 OQ1193.The geoid height was determined by GEOID03.
 OQ1193
 OQ1193.The dynamic height is computed by dividing the NAVD 88
 OQ1193.geopotential number by the normal gravity value computed on the
 OQ1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1193.degrees latitude (g = 980.6199 gals.).
 OQ1193
 OQ1193.The modeled gravity was interpolated from observed gravity values.
 OQ1193
 OQ1193;                    North         East    Units  Estimated Accuracy
 OQ1193;SPC MN S     -   183,710.      623,090.      MT  (+/- 180 meters Scaled)
 OQ1193
 OQ1193                          SUPERSEDED SURVEY CONTROL
 OQ1193
 OQ1193.No superseded survey control is available for this station.
 OQ1193
 OQ1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP258459(NAD 83)
 OQ1193_MARKER: DV = VERTICAL CONTROL DISK
 OQ1193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1193_SP_SET: BRIDGE HEADWALL
 OQ1193_STAMPING: 6705 AG 1985
 OQ1193_MARK LOGO: MNDT  
 OQ1193_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1193+STABILITY: SURFACE MOTION
 OQ1193
 OQ1193  HISTORY     - Date     Condition        Report By
 OQ1193  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1193
 OQ1193                          STATION DESCRIPTION
 OQ1193
 OQ1193'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1193'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF THE CITY OF HARDWICK,
 OQ1193'IN THE SE 1/4 OF SECTION 11, T103N, R45W, 3.0 MI (4.8 KM) SOUTH ALONG
 OQ1193'TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY ROAD 7 ON THE WEST
 OQ1193'EDGE OF HARDWICK THENCE 0.85 MI (1.37 KM) EAST ALONG A GRAVEL ROAD,
 OQ1193'AT A BRIDGE, 10.0 FT (3.0 M) NORTH OF AND ABOUT 0.5 FT (15.2 CM)
 OQ1193'LOWER THAN THE CENTER OF THE ROAD. THE MARK, A STANDARD ALUMINUM MNDT
 OQ1193'VERTICAL CONTROL MONUMENT DISK STAMPED---6705 AG 1985---, IS SET IN A
 OQ1193'DRILL HOLE IN THE HEADWALL AT THE NORTHEAST CORNER OF A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1194 ***********************************************************************
 OQ1194  DESIGNATION -  6705 AH
 OQ1194  PID         -  OQ1194
 OQ1194  STATE/COUNTY-  MN/ROCK
 OQ1194  USGS QUAD   -  LUVERNE (1978)
 OQ1194
 OQ1194                         *CURRENT SURVEY CONTROL
 OQ1194  ___________________________________________________________________
 OQ1194* NAD 83(1986)-  43 43 56.     (N)    096 10 58.     (W)     SCALED    
 OQ1194* NAVD 88     -       477.891  (meters)    1567.88   (feet)  ADJUSTED  
 OQ1194  ___________________________________________________________________
 OQ1194  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 OQ1194  DYNAMIC HT  -         477.775 (meters)    1567.50  (feet)  COMP
 OQ1194  MODELED GRAV-     980,361.4   (mgal)                       NAVD 88
 OQ1194
 OQ1194  VERT ORDER  -  SECOND    CLASS I
 OQ1194
 OQ1194.The horizontal coordinates were scaled from a topographic map and have
 OQ1194.an estimated accuracy of +/- 6 seconds.
 OQ1194
 OQ1194.The orthometric height was determined by differential leveling
 OQ1194.and adjusted by the National Geodetic Survey in June 1995..
 OQ1194
 OQ1194.The geoid height was determined by GEOID03.
 OQ1194
 OQ1194.The dynamic height is computed by dividing the NAVD 88
 OQ1194.geopotential number by the normal gravity value computed on the
 OQ1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1194.degrees latitude (g = 980.6199 gals.).
 OQ1194
 OQ1194.The modeled gravity was interpolated from observed gravity values.
 OQ1194
 OQ1194;                    North         East    Units  Estimated Accuracy
 OQ1194;SPC MN S     -   183,710.      624,160.      MT  (+/- 180 meters Scaled)
 OQ1194
 OQ1194                          SUPERSEDED SURVEY CONTROL
 OQ1194
 OQ1194.No superseded survey control is available for this station.
 OQ1194
 OQ1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP268459(NAD 83)
 OQ1194_MARKER: DV = VERTICAL CONTROL DISK
 OQ1194_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OQ1194_SP_SET: ALUMINUM ALLOY ROD
 OQ1194_STAMPING: 6705 AH 1985
 OQ1194_MARK LOGO: MNDT  
 OQ1194_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1194
 OQ1194  HISTORY     - Date     Condition        Report By
 OQ1194  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1194
 OQ1194                          STATION DESCRIPTION
 OQ1194
 OQ1194'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1194'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF THE CITY OF HARDWICK
 OQ1194'NEAR THE SOUTH 1/4 CORNER OF SECTION 12, T103N, R45W, 3.0 MI
 OQ1194'(4.8 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY
 OQ1194'ROAD 7 ON THE WEST EDGE OF HARDWICK, THENCE 1.5 MI (2.4 KM) EAST
 OQ1194'ALONG A GRAVEL ROAD, 31.0 FT (9.4 M) NORTH OF AND ABOUT 1.5 FT
 OQ1194'(0.5 M) LOWER THAN THE CENTER OF THE ROAD, 10.5 FT (3.2 M) WEST OF
 OQ1194'THE CENTER OF A FIELD ENTRANCE, 2.7 FT (0.8 M) SOUTH OF A CORNER
 OQ1194'FENCE POST, AND 1.5 FT (0.5 M) EAST OF A STEEL WITNESS POST.  THE
 OQ1194'MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 OQ1194'DISK STAMPED---6705 AH 1985---, IS FORCED ONTO THE TOP OF A DRIVEN
 OQ1194'(TO REFUSAL) 5/8-INCH DIAMETER BY 15-FOOT LONG ALUMINUM ALLOY ROD AND
 OQ1194'PROJECTS 0.1 FT (3.0 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1195 ***********************************************************************
 OQ1195  DESIGNATION -  6705 AJ
 OQ1195  PID         -  OQ1195
 OQ1195  STATE/COUNTY-  MN/ROCK
 OQ1195  USGS QUAD   -  LUVERNE (1978)
 OQ1195
 OQ1195                         *CURRENT SURVEY CONTROL
 OQ1195  ___________________________________________________________________
 OQ1195* NAD 83(1986)-  43 43 47.     (N)    096 10 22.     (W)     SCALED    
 OQ1195* NAVD 88     -       462.495  (meters)    1517.37   (feet)  ADJUSTED  
 OQ1195  ___________________________________________________________________
 OQ1195  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 OQ1195  DYNAMIC HT  -         462.383 (meters)    1517.00  (feet)  COMP
 OQ1195  MODELED GRAV-     980,362.4   (mgal)                       NAVD 88
 OQ1195
 OQ1195  VERT ORDER  -  SECOND    CLASS I
 OQ1195
 OQ1195.The horizontal coordinates were scaled from a topographic map and have
 OQ1195.an estimated accuracy of +/- 6 seconds.
 OQ1195
 OQ1195.The orthometric height was determined by differential leveling
 OQ1195.and adjusted by the National Geodetic Survey in June 1995..
 OQ1195
 OQ1195.The geoid height was determined by GEOID03.
 OQ1195
 OQ1195.The dynamic height is computed by dividing the NAVD 88
 OQ1195.geopotential number by the normal gravity value computed on the
 OQ1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1195.degrees latitude (g = 980.6199 gals.).
 OQ1195
 OQ1195.The modeled gravity was interpolated from observed gravity values.
 OQ1195
 OQ1195;                    North         East    Units  Estimated Accuracy
 OQ1195;SPC MN S     -   183,410.      624,960.      MT  (+/- 180 meters Scaled)
 OQ1195
 OQ1195                          SUPERSEDED SURVEY CONTROL
 OQ1195
 OQ1195.No superseded survey control is available for this station.
 OQ1195
 OQ1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP277457(NAD 83)
 OQ1195_MARKER: DV = VERTICAL CONTROL DISK
 OQ1195_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1195_SP_SET: BOX CULVERT HEADWALL
 OQ1195_STAMPING: 6705 AJ 1985
 OQ1195_MARK LOGO: MNDT  
 OQ1195_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1195+STABILITY: SURFACE MOTION
 OQ1195
 OQ1195  HISTORY     - Date     Condition        Report By
 OQ1195  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1195
 OQ1195                          STATION DESCRIPTION
 OQ1195
 OQ1195'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1195'THE MARK IS LOCATED ABOUT 2.25 MI (3.62 KM) SOUTH OF THE CITY OF
 OQ1195'HARDWICK, IN THE NE 1/4 OF SECTION 13, T103N, R45W, 3.0 MI (4.8 KM)
 OQ1195'SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY ROAD 7 AT
 OQ1195'THE WEST EDGE OF HARDWICK, THENCE 2.0 MI (3.2 KM) EAST ALONG A GRAVEL
 OQ1195'ROAD, THENCE 0.2 MI (0.3 KM) SOUTH ALONG A GRAVEL ROAD, AT A BOX
 OQ1195'CULVERT, 17.5 FT (5.3 M) WEST OF AND ABOUT 3 FT (0.9 M) LOWER THAN
 OQ1195'THE CENTER OF THE ROAD, AND 0.3 FT (9.1 CM) NORTH OF THE SOUTH END OF
 OQ1195'THE WEST HEADWALL OF THE CULVERT.  THE MARK, A STANDARD ALUMINUM MNDT
 OQ1195'VERTICAL CONTROL MONUMENT DISK STAMPED---6705 AJ 1985---, IS SET IN A
 OQ1195'DRILL HOLE IN THE HEADWALL AT THE SOUTHWEST CORNER OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1196 ***********************************************************************
 OQ1196  DESIGNATION -  6705 AK
 OQ1196  PID         -  OQ1196
 OQ1196  STATE/COUNTY-  MN/ROCK
 OQ1196  USGS QUAD   -  LUVERNE (1978)
 OQ1196
 OQ1196                         *CURRENT SURVEY CONTROL
 OQ1196  ___________________________________________________________________
 OQ1196* NAD 83(1986)-  43 42 24.     (N)    096 10 24.     (W)     SCALED    
 OQ1196* NAVD 88     -       449.406  (meters)    1474.43   (feet)  ADJUSTED  
 OQ1196  ___________________________________________________________________
 OQ1196  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 OQ1196  DYNAMIC HT  -         449.295 (meters)    1474.06  (feet)  COMP
 OQ1196  MODELED GRAV-     980,360.1   (mgal)                       NAVD 88
 OQ1196
 OQ1196  VERT ORDER  -  SECOND    CLASS I
 OQ1196
 OQ1196.The horizontal coordinates were scaled from a topographic map and have
 OQ1196.an estimated accuracy of +/- 6 seconds.
 OQ1196
 OQ1196.The orthometric height was determined by differential leveling
 OQ1196.and adjusted by the National Geodetic Survey in June 1995..
 OQ1196
 OQ1196.The geoid height was determined by GEOID03.
 OQ1196
 OQ1196.The dynamic height is computed by dividing the NAVD 88
 OQ1196.geopotential number by the normal gravity value computed on the
 OQ1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1196.degrees latitude (g = 980.6199 gals.).
 OQ1196
 OQ1196.The modeled gravity was interpolated from observed gravity values.
 OQ1196
 OQ1196;                    North         East    Units  Estimated Accuracy
 OQ1196;SPC MN S     -   180,850.      624,850.      MT  (+/- 180 meters Scaled)
 OQ1196
 OQ1196                          SUPERSEDED SURVEY CONTROL
 OQ1196
 OQ1196.No superseded survey control is available for this station.
 OQ1196
 OQ1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP277431(NAD 83)
 OQ1196_MARKER: DV = VERTICAL CONTROL DISK
 OQ1196_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OQ1196_SP_SET: ALUMINUM ALLOY ROD
 OQ1196_STAMPING: 6705 AK 1985
 OQ1196_MARK LOGO: MNDT  
 OQ1196_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1196
 OQ1196  HISTORY     - Date     Condition        Report By
 OQ1196  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1196
 OQ1196                          STATION DESCRIPTION
 OQ1196
 OQ1196'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1196'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) NORTH-NORTHEAST OF THE CITY OF
 OQ1196'LUVERNE, IN THE SE 1/4 OF SECTION 24, T103N, R45W, 3.4 MI (5.5 KM)
 OQ1196'NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 OQ1196'90 SOUTH OF LUVERNE, THENCE 3.1 MI (5.0 KM) EAST AND NORTH ALONG
 OQ1196'COUNTY ROAD 8, 61.0 FT (18.6 M) WEST OF AND ABOUT 4 FT (1.2 M) LOWER
 OQ1196'THAN THE CENTER OF COUNTY ROAD 8, 13.0 FT (4.0 M) SOUTH OF A STEEL
 OQ1196'WITNESS POST.  THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL
 OQ1196'CONTROL MONUMENT DISK STAMPED---6705 AK 1985---, IS FORCED ONTO THE
 OQ1196'TOP OF A DRIVEN (TO REFUSAL) 5/8-INCH DIAMETER BY 25-FOOT LONG
 OQ1196'ALUMINUM ALLOY ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1197 ***********************************************************************
 OQ1197  DESIGNATION -  6705 AL
 OQ1197  PID         -  OQ1197
 OQ1197  STATE/COUNTY-  MN/ROCK
 OQ1197  USGS QUAD   -  LUVERNE (1978)
 OQ1197
 OQ1197                         *CURRENT SURVEY CONTROL
 OQ1197  ___________________________________________________________________
 OQ1197* NAD 83(1996)-  43 41 45.81994(N)    096 10 21.47470(W)     ADJUSTED  
 OQ1197* NAVD 88     -       446.750  (meters)    1465.71   (feet)  ADJUSTED  
 OQ1197  ___________________________________________________________________
 OQ1197  X           -    -496,674.322 (meters)                     COMP
 OQ1197  Y           -  -4,592,394.709 (meters)                     COMP
 OQ1197  Z           -   4,384,027.495 (meters)                     COMP
 OQ1197  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 OQ1197  ELLIP HEIGHT-         420.37  (meters)          (06/28/06) GPS OBS
 OQ1197  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 OQ1197  DYNAMIC HT  -         446.639 (meters)    1465.35  (feet)  COMP
 OQ1197  MODELED GRAV-     980,359.3   (mgal)                       NAVD 88
 OQ1197
 OQ1197  HORZ ORDER  -  FIRST
 OQ1197  VERT ORDER  -  SECOND    CLASS I
 OQ1197  ELLP ORDER  -  FOURTH    CLASS I
 OQ1197
 OQ1197.The horizontal coordinates were established by GPS observations
 OQ1197.and adjusted by the MN DEPT OF TRANSP in June 2006..
 OQ1197
 OQ1197.The orthometric height was determined by differential leveling
 OQ1197.and adjusted by the National Geodetic Survey in June 1995..
 OQ1197
 OQ1197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ1197
 OQ1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ1197
 OQ1197.The ellipsoidal height was determined by GPS observations
 OQ1197.and is referenced to NAD 83.
 OQ1197
 OQ1197.The geoid height was determined by GEOID03.
 OQ1197
 OQ1197.The dynamic height is computed by dividing the NAVD 88
 OQ1197.geopotential number by the normal gravity value computed on the
 OQ1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1197.degrees latitude (g = 980.6199 gals.).
 OQ1197
 OQ1197.The modeled gravity was interpolated from observed gravity values.
 OQ1197
 OQ1197;                    North         East     Units Scale Factor Converg.
 OQ1197;SPC MN S     -   179,669.504   624,871.474   MT  1.00002005   -1 31 22.3
 OQ1197;UTM  14      - 4,842,001.124   727,840.048   MT  1.00023855   +1 57 14.7
 OQ1197
 OQ1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ1197!SPC MN S     -   0.99993409  x   1.00002005  =   0.99995413
 OQ1197!UTM  14      -   0.99993409  x   1.00023855  =   1.00017262
 OQ1197
 OQ1197                          SUPERSEDED SURVEY CONTROL
 OQ1197
 OQ1197  NAVD 88 (06/28/06)  446.75   (m)         1465.7    (f) LEVELING    3  
 OQ1197
 OQ1197.Superseded values are not recommended for survey control.
 OQ1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ1197.See file dsdata.txt to determine how the superseded data were derived.
 OQ1197
 OQ1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2784042001(NAD 83)
 OQ1197_MARKER: DV = VERTICAL CONTROL DISK
 OQ1197_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OQ1197_SP_SET: ALUMINUM ALLOY ROD
 OQ1197_STAMPING: 6705 AL 1985
 OQ1197_MARK LOGO: MNDT  
 OQ1197_PROJECTION: FLUSH
 OQ1197_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1197+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 OQ1197_ROD/PIPE-DEPTH: 10.7 meters
 OQ1197
 OQ1197  HISTORY     - Date     Condition        Report By
 OQ1197  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1197  HISTORY     - 20051117 GOOD             MNDT
 OQ1197
 OQ1197                          STATION DESCRIPTION
 OQ1197
 OQ1197'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1197'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH-NORTHEAST OF THE CITY
 OQ1197'OF LUVERNE, IN THE NW 1/4 OF SECTION 30, T103N, R44W, 3.4 MI
 OQ1197'(5.5 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH
 OQ1197'INTERSTATE HIGHWAY 90 SOUTH OF LUVERNE, THENCE 3.35 MI (5.39 KM) EAST
 OQ1197'ALONG COUNTY ROAD 8, 47.0 FT (14.3 M) EAST OF AND 1 FT (0.3 M) LOWER
 OQ1197'THAN THE CENTERLINE OF COUNTY ROAD 8, 55.0 FT (16.8 M) NORTH OF THE
 OQ1197'CENTER OF A GRAVEL ROAD, 31.5 FT (9.6 M) NORTHWEST OF A BURIED (HIGH
 OQ1197'VOLTAGE) CABLE MARKER BOX, 2.0 FT (0.6 M) WEST OF A NORTH-SOUTH
 OQ1197'FENCELINE, AND 1.1 FT (0.3 M) WEST OF A STEEL WITNESS POST.  THE
 OQ1197'MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 OQ1197'DISK STAMPED---6705 AL 1985---, IS FORCED ONTO THE TOP OF A DRIVEN
 OQ1197'5/8-INCH DIAMETER BY 35-FOOT LONG ALUMINUM ALLOY ROD AND PROJECTS 0.1
 OQ1197'FT (3.0 CM) ABOVE GROUND.
 OQ1197
 OQ1197                          STATION RECOVERY (2005)
 OQ1197
 OQ1197'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 OQ1197'2.5 MILES NORTH-NORTHEAST OF LUVERNE, 3.4 MILES NORTH ON TRUNK HIGHWAY
 OQ1197'75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND INTERSTATE HIGHWAY 90 THEN
 OQ1197'2.35 MILES EAST AND NORTH ON COUNTY ROAD 8, 47.0 FEET EAST OF COUNTY
 OQ1197'ROAD 8, 55.0 FEET NORTH OF GRAVEL ROAD, 31.5 FEET NORTHWEST OF BURIED
 OQ1197'CABLE BOX, 2.0 FEET WEST OF NORTH-SOUTH FENCELINE, 1.1 FEET WEST OF
 OQ1197'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1080 ***********************************************************************
 OQ1080  DESIGNATION -  6705 AM
 OQ1080  PID         -  OQ1080
 OQ1080  STATE/COUNTY-  MN/ROCK
 OQ1080  USGS QUAD   -  LUVERNE (1978)
 OQ1080
 OQ1080                         *CURRENT SURVEY CONTROL
 OQ1080  ___________________________________________________________________
 OQ1080* NAD 83(1986)-  43 41 20.     (N)    096 12 02.     (W)     SCALED    
 OQ1080* NAVD 88     -       465.529  (meters)    1527.32   (feet)  ADJUSTED  
 OQ1080  ___________________________________________________________________
 OQ1080  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 OQ1080  DYNAMIC HT  -         465.412 (meters)    1526.94  (feet)  COMP
 OQ1080  MODELED GRAV-     980,355.2   (mgal)                       NAVD 88
 OQ1080
 OQ1080  VERT ORDER  -  FIRST     CLASS II
 OQ1080
 OQ1080.The horizontal coordinates were scaled from a topographic map and have
 OQ1080.an estimated accuracy of +/- 6 seconds.
 OQ1080
 OQ1080.The orthometric height was determined by differential leveling
 OQ1080.and adjusted by the National Geodetic Survey in June 1991..
 OQ1080
 OQ1080.The geoid height was determined by GEOID03.
 OQ1080
 OQ1080.The dynamic height is computed by dividing the NAVD 88
 OQ1080.geopotential number by the normal gravity value computed on the
 OQ1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1080.degrees latitude (g = 980.6199 gals.).
 OQ1080
 OQ1080.The modeled gravity was interpolated from observed gravity values.
 OQ1080
 OQ1080;                    North         East    Units  Estimated Accuracy
 OQ1080;SPC MN S     -   178,930.      622,600.      MT  (+/- 180 meters Scaled)
 OQ1080
 OQ1080                          SUPERSEDED SURVEY CONTROL
 OQ1080
 OQ1080.No superseded survey control is available for this station.
 OQ1080
 OQ1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP256411(NAD 83)
 OQ1080_MARKER: DV = VERTICAL CONTROL DISK
 OQ1080_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OQ1080_SP_SET: ALUMINUM ALLOY ROD
 OQ1080_STAMPING: 6705 AM 1985
 OQ1080_MARK LOGO: MNDT  
 OQ1080_PROJECTION: FLUSH
 OQ1080_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1080+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1990
 OQ1080_ROD/PIPE-DEPTH: 3.1  meters
 OQ1080
 OQ1080  HISTORY     - Date     Condition        Report By
 OQ1080  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1080  HISTORY     - 19900817 GOOD             NGS
 OQ1080
 OQ1080                          STATION DESCRIPTION
 OQ1080
 OQ1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1080'3.9 KM (2.4 MI) NORTHERLY ALONG U.S. HIGHWAY 75 FROM THE JUNCTION OF
 OQ1080'MAIN STREET IN LUVERNE, THENCE 0.8 KM (0.5 MI) EASTERLY ALONG COUNTY
 OQ1080'ROAD 8, 15.4 M (50.5 FT) EAST OF THE ROAD CENTER, 5.9 M (19.4 FT)
 OQ1080'EAST OF THE EXTENDED CENTER OF COUNTY ROAD 18, 2.8 M (9.2 FT) EAST OF
 OQ1080'THE CENTER OF A GATE, 0.45 M (1.48 FT) WEST OF A WITNESS POST, AND
 OQ1080'0.2 M (0.7 FT) SOUTH OF A FENCE.  NOTE--THE ROD IS ENCASED IN A
 OQ1080'5-INCH PVC PIPE THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 OQ1080'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1078 ***********************************************************************
 OQ1078  DESIGNATION -  6705 AN
 OQ1078  PID         -  OQ1078
 OQ1078  STATE/COUNTY-  MN/ROCK
 OQ1078  USGS QUAD   -  LUVERNE (1978)
 OQ1078
 OQ1078                         *CURRENT SURVEY CONTROL
 OQ1078  ___________________________________________________________________
 OQ1078* NAD 83(1986)-  43 41 20.     (N)    096 12 41.     (W)     SCALED    
 OQ1078* NAVD 88     -       473.776  (meters)    1554.38   (feet)  ADJUSTED  
 OQ1078  ___________________________________________________________________
 OQ1078  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 OQ1078  DYNAMIC HT  -         473.657 (meters)    1553.99  (feet)  COMP
 OQ1078  MODELED GRAV-     980,353.5   (mgal)                       NAVD 88
 OQ1078
 OQ1078  VERT ORDER  -  FIRST     CLASS II
 OQ1078
 OQ1078.The horizontal coordinates were scaled from a topographic map and have
 OQ1078.an estimated accuracy of +/- 6 seconds.
 OQ1078
 OQ1078.The orthometric height was determined by differential leveling
 OQ1078.and adjusted by the National Geodetic Survey in June 1991..
 OQ1078
 OQ1078.The geoid height was determined by GEOID03.
 OQ1078
 OQ1078.The dynamic height is computed by dividing the NAVD 88
 OQ1078.geopotential number by the normal gravity value computed on the
 OQ1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1078.degrees latitude (g = 980.6199 gals.).
 OQ1078
 OQ1078.The modeled gravity was interpolated from observed gravity values.
 OQ1078
 OQ1078;                    North         East    Units  Estimated Accuracy
 OQ1078;SPC MN S     -   178,960.      621,730.      MT  (+/- 180 meters Scaled)
 OQ1078
 OQ1078                          SUPERSEDED SURVEY CONTROL
 OQ1078
 OQ1078.No superseded survey control is available for this station.
 OQ1078
 OQ1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP247410(NAD 83)
 OQ1078_MARKER: DV = VERTICAL CONTROL DISK
 OQ1078_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OQ1078_SP_SET: ALUMINUM ALLOY ROD
 OQ1078_STAMPING: 6705 AN 1985
 OQ1078_MARK LOGO: MNDT  
 OQ1078_PROJECTION: FLUSH
 OQ1078_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1078+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1990
 OQ1078_ROD/PIPE-DEPTH: 4.5  meters
 OQ1078
 OQ1078  HISTORY     - Date     Condition        Report By
 OQ1078  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1078  HISTORY     - 19900817 GOOD             NGS
 OQ1078
 OQ1078                          STATION DESCRIPTION
 OQ1078
 OQ1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1078'3.9 KM (2.4 MI) NORTHERLY ALONG U.S. HIGHWAY 75 FROM THE JUNCTION OF
 OQ1078'MAIN STREET IN LUVERNE, 39.0 M (128.0 FT) EAST OF THE HIGHWAY
 OQ1078'CENTERLINE, 21.6 M (70.9 FT) NORTH OF THE CENTERLINE OF COUNTY ROAD
 OQ1078'8, 0.4 M (1.3 FT) WEST OF A WITNESS POST, 0.4 M (1.3 FT)
 OQ1078'SOUTH-SOUTHWEST OF A FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 OQ1078'HIGHWAY.  NOTE--THE ROD IS ENCASED IN A 5-INCH PVC PIPE THAT PROJECTS
 OQ1078'0.03 M (0.10 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1198 ***********************************************************************
 OQ1198  DESIGNATION -  6705 B
 OQ1198  PID         -  OQ1198
 OQ1198  STATE/COUNTY-  MN/ROCK
 OQ1198  USGS QUAD   -  LUVERNE (1978)
 OQ1198
 OQ1198                         *CURRENT SURVEY CONTROL
 OQ1198  ___________________________________________________________________
 OQ1198* NAD 83(1986)-  43 39 22.     (N)    096 12 47.     (W)     SCALED    
 OQ1198* NAVD 88     -       456.531  (meters)    1497.80   (feet)  ADJUSTED  
 OQ1198  ___________________________________________________________________
 OQ1198  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 OQ1198  DYNAMIC HT  -         456.417 (meters)    1497.43  (feet)  COMP
 OQ1198  MODELED GRAV-     980,355.0   (mgal)                       NAVD 88
 OQ1198
 OQ1198  VERT ORDER  -  SECOND    CLASS I
 OQ1198
 OQ1198.The horizontal coordinates were scaled from a topographic map and have
 OQ1198.an estimated accuracy of +/- 6 seconds.
 OQ1198
 OQ1198.The orthometric height was determined by differential leveling
 OQ1198.and adjusted by the National Geodetic Survey in June 1995..
 OQ1198
 OQ1198.The geoid height was determined by GEOID03.
 OQ1198
 OQ1198.The dynamic height is computed by dividing the NAVD 88
 OQ1198.geopotential number by the normal gravity value computed on the
 OQ1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1198.degrees latitude (g = 980.6199 gals.).
 OQ1198
 OQ1198.The modeled gravity was interpolated from observed gravity values.
 OQ1198
 OQ1198;                    North         East    Units  Estimated Accuracy
 OQ1198;SPC MN S     -   175,320.      621,490.      MT  (+/- 180 meters Scaled)
 OQ1198
 OQ1198                          SUPERSEDED SURVEY CONTROL
 OQ1198
 OQ1198.No superseded survey control is available for this station.
 OQ1198
 OQ1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP247374(NAD 83)
 OQ1198_MARKER: DV = VERTICAL CONTROL DISK
 OQ1198_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OQ1198_SP_SET: CONCRETE BASE
 OQ1198_STAMPING: 6705 B 1985
 OQ1198_MARK LOGO: MNDT  
 OQ1198_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1198+STABILITY: POSITION/ELEVATION WELL
 OQ1198
 OQ1198  HISTORY     - Date     Condition        Report By
 OQ1198  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1198
 OQ1198                          STATION DESCRIPTION
 OQ1198
 OQ1198'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1198'THE MARK IS LOCATED IN THE CITY OF LUVERNE, IN THE NW 1/4 OF SECTION
 OQ1198'10, T102N, R45W, IN THE SOUTHWEST QUADRANT AT THE INTERSECTION OF
 OQ1198'TRUNK HIGHWAY 75 (KNISS AVE) AND LUVERNE ST. WEST, ABOUT 1 FT
 OQ1198'(0.3 M) HIGHER THAN HIGHWAY 75 AT MILEPOINT 11.5, 16.9 FT (5.2 M)
 OQ1198'SOUTH OF THE SOUTHEAST CORNER OF A BLACK BUILDING, 53.2 FT (16.2 M)
 OQ1198'SOUTHWEST OF THE NORTHWEST CORNER OF A FENCE AND 45.6 FT (13.9 M)
 OQ1198'NORTHWEST OF THE SOUTHEAST CORNER OF THE FENCE.  THE MARK, A STANDARD
 OQ1198'MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6705
 OQ1198'B 1985---, IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE EAST
 OQ1198'CONCRETE BASE OF THE LUVERNE WATER TANK (TANK IS SUPPORTED BY 6 LEGS
 OQ1198'AND IS ENCLOSED IN A CHAIN LINK FENCE) AND PROJECTS 1 FT (0.3 M)
 OQ1198'ABOVE THE GROUND.  TO GET ACCESS TO THIS MARK, A KEY MAY BE OBTAINED
 OQ1198'FROM THE CITY OFFICE ON MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1199 ***********************************************************************
 OQ1199  DESIGNATION -  6705 C
 OQ1199  PID         -  OQ1199
 OQ1199  STATE/COUNTY-  MN/ROCK
 OQ1199  USGS QUAD   -  LUVERNE (1978)
 OQ1199
 OQ1199                         *CURRENT SURVEY CONTROL
 OQ1199  ___________________________________________________________________
 OQ1199* NAD 83(1986)-  43 39 48.     (N)    096 12 46.     (W)     SCALED    
 OQ1199* NAVD 88     -       459.330  (meters)    1506.99   (feet)  ADJUSTED  
 OQ1199  ___________________________________________________________________
 OQ1199  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 OQ1199  DYNAMIC HT  -         459.214 (meters)    1506.60  (feet)  COMP
 OQ1199  MODELED GRAV-     980,354.4   (mgal)                       NAVD 88
 OQ1199
 OQ1199  VERT ORDER  -  SECOND    CLASS I
 OQ1199
 OQ1199.The horizontal coordinates were scaled from a topographic map and have
 OQ1199.an estimated accuracy of +/- 6 seconds.
 OQ1199
 OQ1199.The orthometric height was determined by differential leveling
 OQ1199.and adjusted by the National Geodetic Survey in June 1995..
 OQ1199
 OQ1199.The geoid height was determined by GEOID03.
 OQ1199
 OQ1199.The dynamic height is computed by dividing the NAVD 88
 OQ1199.geopotential number by the normal gravity value computed on the
 OQ1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1199.degrees latitude (g = 980.6199 gals.).
 OQ1199
 OQ1199.The modeled gravity was interpolated from observed gravity values.
 OQ1199
 OQ1199;                    North         East    Units  Estimated Accuracy
 OQ1199;SPC MN S     -   176,120.      621,540.      MT  (+/- 180 meters Scaled)
 OQ1199
 OQ1199                          SUPERSEDED SURVEY CONTROL
 OQ1199
 OQ1199.No superseded survey control is available for this station.
 OQ1199
 OQ1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP247382(NAD 83)
 OQ1199_MARKER: DV = VERTICAL CONTROL DISK
 OQ1199_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OQ1199+WITH SETTING: PAVEMENT
 OQ1199_SP_SET: CONCRETE BASE
 OQ1199_STAMPING: 6705 C 1985
 OQ1199_MARK LOGO: MNDT  
 OQ1199_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1199+STABILITY: SURFACE MOTION
 OQ1199
 OQ1199  HISTORY     - Date     Condition        Report By
 OQ1199  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1199
 OQ1199                          STATION DESCRIPTION
 OQ1199
 OQ1199'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1199'THE MARK IS LOCATED IN THE CITY OF LUVERNE IN THE SE 1/4 OF SECTION 3,
 OQ1199'T102N, R45W, ON THE PUBLIC SCHOOL GROUNDS NEAR THE INTERSECTION OF
 OQ1199'BARCK AVENUE WEST AND TRUNK HIGHWAY 75 (KNISS AVENUE NORTH), 67.5 FT
 OQ1199'(20.6 M) WEST OF AND 2 FT (0.6 M) HIGHER THAN THE CENTERLINE OF
 OQ1199'HIGHWAY 75 AT MILEPOINT 11.65, 26.6 FT (8.1 M) NORTH-NORTHWEST OF A
 OQ1199'POWER POLE, AND 7.2 FT (2.2 M) WEST-SOUTHWEST OF THE SOUTHEAST CORNER
 OQ1199'OF A FENCE (AROUND A TENNIS COURT).  THE MARK, A STANDARD MAGNETIC
 OQ1199'ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6705 C
 OQ1199'1985---, IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE EAST
 OQ1199'LIGHT BASE OF THE LIGHTS FOR THE TENNIS COURT, AND PROJECTS 1.0 FT
 OQ1199'(0.3 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1200 ***********************************************************************
 OQ1200  DESIGNATION -  6705 D
 OQ1200  PID         -  OQ1200
 OQ1200  STATE/COUNTY-  MN/ROCK
 OQ1200  USGS QUAD   -  LUVERNE (1978)
 OQ1200
 OQ1200                         *CURRENT SURVEY CONTROL
 OQ1200  ___________________________________________________________________
 OQ1200* NAD 83(1986)-  43 40 27.     (N)    096 12 44.     (W)     SCALED    
 OQ1200* NAVD 88     -       466.057  (meters)    1529.06   (feet)  ADJUSTED  
 OQ1200  ___________________________________________________________________
 OQ1200  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 OQ1200  DYNAMIC HT  -         465.940 (meters)    1528.67  (feet)  COMP
 OQ1200  MODELED GRAV-     980,353.7   (mgal)                       NAVD 88
 OQ1200
 OQ1200  VERT ORDER  -  SECOND    CLASS I
 OQ1200
 OQ1200.The horizontal coordinates were scaled from a topographic map and have
 OQ1200.an estimated accuracy of +/- 6 seconds.
 OQ1200
 OQ1200.The orthometric height was determined by differential leveling
 OQ1200.and adjusted by the National Geodetic Survey in June 1995..
 OQ1200
 OQ1200.The geoid height was determined by GEOID03.
 OQ1200
 OQ1200.The dynamic height is computed by dividing the NAVD 88
 OQ1200.geopotential number by the normal gravity value computed on the
 OQ1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1200.degrees latitude (g = 980.6199 gals.).
 OQ1200
 OQ1200.The modeled gravity was interpolated from observed gravity values.
 OQ1200
 OQ1200;                    North         East    Units  Estimated Accuracy
 OQ1200;SPC MN S     -   177,320.      621,620.      MT  (+/- 180 meters Scaled)
 OQ1200
 OQ1200                          SUPERSEDED SURVEY CONTROL
 OQ1200
 OQ1200.No superseded survey control is available for this station.
 OQ1200
 OQ1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP247394(NAD 83)
 OQ1200_MARKER: DV = VERTICAL CONTROL DISK
 OQ1200_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OQ1200_SP_SET: ALUMINUM ALLOY ROD
 OQ1200_STAMPING: 6705 D 1985
 OQ1200_MARK LOGO: MNDT  
 OQ1200_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1200
 OQ1200  HISTORY     - Date     Condition        Report By
 OQ1200  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1200
 OQ1200                          STATION DESCRIPTION
 OQ1200
 OQ1200'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1200'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTH OF THE CITY OF
 OQ1200'LUVERNE, IN THE NW 1/4 OF SECTION 2, T102N, R45W, 1.4 MI (2.3 KM)
 OQ1200'NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY ROAD 4
 OQ1200'(MAIN STREET) IN LUVERNE, 73.5 FT (22.4 M) EAST OF AND ABOUT 1 FT
 OQ1200'(0.3 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 75 AT MILEPOINT 12.4,
 OQ1200'51.0 FT (15.5 M) SOUTH OF THE CENTER OF A GRAVEL ROAD, 11.0 FT
 OQ1200'(3.4 M) SOUTH OF AN UNDERGROUND CABLE MARKER POST (WOOD), 1.0 FT
 OQ1200'(0.3 M) WEST OF A NORTH-SOUTH FENCELINE, AND 1.4 FT (0.4 M) NORTH OF
 OQ1200'A STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT
 OQ1200'VERTICAL CONTROL MONUMENT DISK STAMPED---6705 D 1985---, IS FORCED
 OQ1200'ONTO THE TOP OF A DRIVEN (TO REFUSAL) 5/8-INCH DIAMETER BY 15-FOOT
 OQ1200'LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1201 ***********************************************************************
 OQ1201  DESIGNATION -  6705 E
 OQ1201  PID         -  OQ1201
 OQ1201  STATE/COUNTY-  MN/ROCK
 OQ1201  USGS QUAD   -  LUVERNE (1978)
 OQ1201
 OQ1201                         *CURRENT SURVEY CONTROL
 OQ1201  ___________________________________________________________________
 OQ1201* NAD 83(1986)-  43 40 15.     (N)    096 12 44.     (W)     SCALED    
 OQ1201* NAVD 88     -       459.208  (meters)    1506.58   (feet)  ADJUSTED  
 OQ1201  ___________________________________________________________________
 OQ1201  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 OQ1201  DYNAMIC HT  -         459.093 (meters)    1506.21  (feet)  COMP
 OQ1201  MODELED GRAV-     980,353.9   (mgal)                       NAVD 88
 OQ1201
 OQ1201  VERT ORDER  -  SECOND    CLASS I
 OQ1201
 OQ1201.The horizontal coordinates were scaled from a topographic map and have
 OQ1201.an estimated accuracy of +/- 6 seconds.
 OQ1201
 OQ1201.The orthometric height was determined by differential leveling
 OQ1201.and adjusted by the National Geodetic Survey in June 1995..
 OQ1201
 OQ1201.The geoid height was determined by GEOID03.
 OQ1201
 OQ1201.The dynamic height is computed by dividing the NAVD 88
 OQ1201.geopotential number by the normal gravity value computed on the
 OQ1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1201.degrees latitude (g = 980.6199 gals.).
 OQ1201
 OQ1201.The modeled gravity was interpolated from observed gravity values.
 OQ1201
 OQ1201;                    North         East    Units  Estimated Accuracy
 OQ1201;SPC MN S     -   176,950.      621,610.      MT  (+/- 180 meters Scaled)
 OQ1201
 OQ1201                          SUPERSEDED SURVEY CONTROL
 OQ1201
 OQ1201.No superseded survey control is available for this station.
 OQ1201
 OQ1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP247390(NAD 83)
 OQ1201_MARKER: DV = VERTICAL CONTROL DISK
 OQ1201_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1201_SP_SET: BOX CULVERT HEADWALL
 OQ1201_STAMPING: 6705 E 1985
 OQ1201_MARK LOGO: MNDT  
 OQ1201_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1201+STABILITY: SURFACE MOTION
 OQ1201
 OQ1201  HISTORY     - Date     Condition        Report By
 OQ1201  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1201
 OQ1201                          STATION DESCRIPTION
 OQ1201
 OQ1201'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1201'THE MARK IS LOCATED ABOUT 0.25 MI (0.40 KM) NORTH OF THE CITY OF
 OQ1201'LUVERNE, IN THE NW 1/4 OF SECTION 2, T102N, R45W, 1.15 MI (1.85 KM)
 OQ1201'NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY ROAD 4
 OQ1201'(MAIN STREET) IN LUVERNE, 35.5 FT (10.8 M) EAST OF AND ABOUT 2 FT
 OQ1201'(0.6 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 75, AND 0.3 FT
 OQ1201'(9.1 CM) NORTH OF THE SOUTH END OF THE HEADWALL OF A BOX CULVERT.
 OQ1201'THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 OQ1201'STAMPED---6705 E 1985---, IS SET IN A DRILL HOLE IN THE HEADWALL AT
 OQ1201'THE SOUTHEAST CORNER OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1202 ***********************************************************************
 OQ1202  DESIGNATION -  6705 F
 OQ1202  PID         -  OQ1202
 OQ1202  STATE/COUNTY-  MN/ROCK
 OQ1202  USGS QUAD   -  LUVERNE (1978)
 OQ1202
 OQ1202                         *CURRENT SURVEY CONTROL
 OQ1202  ___________________________________________________________________
 OQ1202* NAD 83(1986)-  43 42 32.     (N)    096 12 44.     (W)     SCALED    
 OQ1202* NAVD 88     -       503.897  (meters)    1653.20   (feet)  ADJUSTED  
 OQ1202  ___________________________________________________________________
 OQ1202  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 OQ1202  DYNAMIC HT  -         503.772 (meters)    1652.79  (feet)  COMP
 OQ1202  MODELED GRAV-     980,354.7   (mgal)                       NAVD 88
 OQ1202
 OQ1202  VERT ORDER  -  SECOND    CLASS I
 OQ1202
 OQ1202.The horizontal coordinates were scaled from a topographic map and have
 OQ1202.an estimated accuracy of +/- 6 seconds.
 OQ1202
 OQ1202.The orthometric height was determined by differential leveling
 OQ1202.and adjusted by the National Geodetic Survey in June 1995..
 OQ1202
 OQ1202.The geoid height was determined by GEOID03.
 OQ1202
 OQ1202.The dynamic height is computed by dividing the NAVD 88
 OQ1202.geopotential number by the normal gravity value computed on the
 OQ1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1202.degrees latitude (g = 980.6199 gals.).
 OQ1202
 OQ1202.The modeled gravity was interpolated from observed gravity values.
 OQ1202
 OQ1202;                    North         East    Units  Estimated Accuracy
 OQ1202;SPC MN S     -   181,180.      621,720.      MT  (+/- 180 meters Scaled)
 OQ1202
 OQ1202                          SUPERSEDED SURVEY CONTROL
 OQ1202
 OQ1202.No superseded survey control is available for this station.
 OQ1202
 OQ1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP246433(NAD 83)
 OQ1202_MARKER: DV = VERTICAL CONTROL DISK
 OQ1202_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OQ1202+WITH SETTING: INFORMATION.
 OQ1202_SP_SET: METAL ROD DRIVEN INTO GROUND
 OQ1202_STAMPING: 6705 F 1985
 OQ1202_MARK LOGO: MNDT  
 OQ1202_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1202
 OQ1202  HISTORY     - Date     Condition        Report By
 OQ1202  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1202
 OQ1202                          STATION DESCRIPTION
 OQ1202
 OQ1202'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1202'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) NORTH OF THE CITY OF LUVERNE,
 OQ1202'IN THE SW 1/4 OF SECTION 23, T103N, R45W, 4.8 MI (7.7 KM) NORTH ALONG
 OQ1202'TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 90 SOUTH
 OQ1202'OF LUVERNE, 69.0 FT (21.0 M) EAST OF AND ABOUT LEVEL WITH THE
 OQ1202'CENTERLINE OF HIGHWAY 75 AT MILEPOINT 14.8, 56.5 FT (17.2 M) SOUTH OF
 OQ1202'THE CENTER (EXTENDED) OF AN ENTRANCE WEST, 6.3 FT (1.9 M)
 OQ1202'NORTH-NORTHWEST OF A WOOD POST (OLD TELEPHONE POLE), 1.5 FT (0.5 M)
 OQ1202'WEST OF A NORTH-SOUTH FENCE LINE, AND 1.6 FT (0.5 M) SOUTH OF A STEEL
 OQ1202'WITNESS POST.  THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL
 OQ1202'CONTROL MONUMENT DISK STAMPED---6705 F 1985---, IS FORCED ONTO THE
 OQ1202'TOP OF A DRIVEN (TO REFUSAL) 5/8-INCH DIAMETER BY 7-FOOT LONG
 OQ1202'ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1203 ***********************************************************************
 OQ1203  DESIGNATION -  6705 G
 OQ1203  PID         -  OQ1203
 OQ1203  STATE/COUNTY-  MN/ROCK
 OQ1203  USGS QUAD   -  LUVERNE (1978)
 OQ1203
 OQ1203                         *CURRENT SURVEY CONTROL
 OQ1203  ___________________________________________________________________
 OQ1203* NAD 83(1986)-  43 40 36.     (N)    096 12 44.     (W)     SCALED    
 OQ1203* NAVD 88     -       460.821  (meters)    1511.88   (feet)  ADJUSTED  
 OQ1203  ___________________________________________________________________
 OQ1203  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OQ1203  DYNAMIC HT  -         460.705 (meters)    1511.50  (feet)  COMP
 OQ1203  MODELED GRAV-     980,353.6   (mgal)                       NAVD 88
 OQ1203
 OQ1203  VERT ORDER  -  SECOND    CLASS I
 OQ1203
 OQ1203.The horizontal coordinates were scaled from a topographic map and have
 OQ1203.an estimated accuracy of +/- 6 seconds.
 OQ1203
 OQ1203.The orthometric height was determined by differential leveling
 OQ1203.and adjusted by the National Geodetic Survey in June 1995..
 OQ1203
 OQ1203.The geoid height was determined by GEOID03.
 OQ1203
 OQ1203.The dynamic height is computed by dividing the NAVD 88
 OQ1203.geopotential number by the normal gravity value computed on the
 OQ1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1203.degrees latitude (g = 980.6199 gals.).
 OQ1203
 OQ1203.The modeled gravity was interpolated from observed gravity values.
 OQ1203
 OQ1203;                    North         East    Units  Estimated Accuracy
 OQ1203;SPC MN S     -   177,600.      621,620.      MT  (+/- 180 meters Scaled)
 OQ1203
 OQ1203                          SUPERSEDED SURVEY CONTROL
 OQ1203
 OQ1203.No superseded survey control is available for this station.
 OQ1203
 OQ1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP247397(NAD 83)
 OQ1203_MARKER: DV = VERTICAL CONTROL DISK
 OQ1203_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1203_SP_SET: BOX CULVERT HEADWALL
 OQ1203_STAMPING: 6705 G 1985
 OQ1203_MARK LOGO: MNDT  
 OQ1203_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1203+STABILITY: SURFACE MOTION
 OQ1203
 OQ1203  HISTORY     - Date     Condition        Report By
 OQ1203  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1203
 OQ1203                          STATION DESCRIPTION
 OQ1203
 OQ1203'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1203'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) NORTH OF THE CITY OF
 OQ1203'LUVERNE, IN THE SW 1/4 OF SECTION 35, T103N, R45W, 2.55 MI (4.10 KM)
 OQ1203'NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 OQ1203'90 SOUTH OF LUVERNE, 34.0 FT (10.4 M) EAST OF AND ABOUT 3 FT (0.9 M)
 OQ1203'LOWER THAN THE CENTERLINE OF HIGHWAY 75 AT MILEPOINT 12.55, AND 0.6 FT
 OQ1203'(18.3 CM) NORTH OF THE SOUTH END OF A BOX CULVERT HEADWALL.  THE
 OQ1203'MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERICAL CONTROL MONUMENT DISK
 OQ1203'STAMPED---6705 G 1985---, IS SET IN A DRILL HOLE IN THE SOUTH END OF
 OQ1203'THE EAST HEADWALL OF A CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1204 ***********************************************************************
 OQ1204  DESIGNATION -  6705 H
 OQ1204  PID         -  OQ1204
 OQ1204  STATE/COUNTY-  MN/ROCK
 OQ1204  USGS QUAD   -  LUVERNE (1978)
 OQ1204
 OQ1204                         *CURRENT SURVEY CONTROL
 OQ1204  ___________________________________________________________________
 OQ1204* NAD 83(1986)-  43 40 56.     (N)    096 12 44.     (W)     SCALED    
 OQ1204* NAVD 88     -       459.711  (meters)    1508.24   (feet)  ADJUSTED  
 OQ1204  ___________________________________________________________________
 OQ1204  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OQ1204  DYNAMIC HT  -         459.595 (meters)    1507.85  (feet)  COMP
 OQ1204  MODELED GRAV-     980,353.4   (mgal)                       NAVD 88
 OQ1204
 OQ1204  VERT ORDER  -  SECOND    CLASS I
 OQ1204
 OQ1204.The horizontal coordinates were scaled from a topographic map and have
 OQ1204.an estimated accuracy of +/- 6 seconds.
 OQ1204
 OQ1204.The orthometric height was determined by differential leveling
 OQ1204.and adjusted by the National Geodetic Survey in June 1995..
 OQ1204
 OQ1204.The geoid height was determined by GEOID03.
 OQ1204
 OQ1204.The dynamic height is computed by dividing the NAVD 88
 OQ1204.geopotential number by the normal gravity value computed on the
 OQ1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1204.degrees latitude (g = 980.6199 gals.).
 OQ1204
 OQ1204.The modeled gravity was interpolated from observed gravity values.
 OQ1204
 OQ1204;                    North         East    Units  Estimated Accuracy
 OQ1204;SPC MN S     -   178,220.      621,640.      MT  (+/- 180 meters Scaled)
 OQ1204
 OQ1204                          SUPERSEDED SURVEY CONTROL
 OQ1204
 OQ1204.No superseded survey control is available for this station.
 OQ1204
 OQ1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP247403(NAD 83)
 OQ1204_MARKER: DV = VERTICAL CONTROL DISK
 OQ1204_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1204_SP_SET: BOX CULVERT HEADWALL
 OQ1204_STAMPING: 6705 H 1985
 OQ1204_MARK LOGO: MNDT  
 OQ1204_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1204+STABILITY: SURFACE MOTION
 OQ1204
 OQ1204  HISTORY     - Date     Condition        Report By
 OQ1204  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1204
 OQ1204                          STATION DESCRIPTION
 OQ1204
 OQ1204'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1204'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) NORTH OF THE CITY OF LUVERNE,
 OQ1204'IN THE NW 1/4 OF SECTION 35, T103N, R45W, 2.95 MI (4.75 KM) NORTH
 OQ1204'ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 90
 OQ1204'SOUTH OF THE CITY OF LUVERNE, 25.0 FT (7.6 M) EAST OF AND 1 FT
 OQ1204'(0.3 M) LOWER THAN THE CENTERLINE OF HIGHWAY 75 AT MILEPOINT 12.95,
 OQ1204'AND 175 FT (53.3 M) NORTH OF A DOUBLE POLE POWER LINE CROSSING.  THE
 OQ1204'MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 OQ1204'DISK STAMPED---6705 H 1985---, IS SET IN A DRILL HOLE IN THE SOUTH
 OQ1204'END OF THE EAST HEADWALL OF A DOUBLE CONCRETE BOX CULVERT (BRIDGE
 OQ1204'NUMBER 8358).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1205 ***********************************************************************
 OQ1205  DESIGNATION -  6705 J
 OQ1205  PID         -  OQ1205
 OQ1205  STATE/COUNTY-  MN/ROCK
 OQ1205  USGS QUAD   -  LUVERNE (1978)
 OQ1205
 OQ1205                         *CURRENT SURVEY CONTROL
 OQ1205  ___________________________________________________________________
 OQ1205* NAD 83(1986)-  43 42 06.     (N)    096 12 44.     (W)     SCALED    
 OQ1205* NAVD 88     -       497.475  (meters)    1632.13   (feet)  ADJUSTED  
 OQ1205  ___________________________________________________________________
 OQ1205  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 OQ1205  DYNAMIC HT  -         497.351 (meters)    1631.73  (feet)  COMP
 OQ1205  MODELED GRAV-     980,354.1   (mgal)                       NAVD 88
 OQ1205
 OQ1205  VERT ORDER  -  SECOND    CLASS I
 OQ1205
 OQ1205.The horizontal coordinates were scaled from a topographic map and have
 OQ1205.an estimated accuracy of +/- 6 seconds.
 OQ1205
 OQ1205.The orthometric height was determined by differential leveling
 OQ1205.and adjusted by the National Geodetic Survey in June 1995..
 OQ1205
 OQ1205.The geoid height was determined by GEOID03.
 OQ1205
 OQ1205.The dynamic height is computed by dividing the NAVD 88
 OQ1205.geopotential number by the normal gravity value computed on the
 OQ1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1205.degrees latitude (g = 980.6199 gals.).
 OQ1205
 OQ1205.The modeled gravity was interpolated from observed gravity values.
 OQ1205
 OQ1205;                    North         East    Units  Estimated Accuracy
 OQ1205;SPC MN S     -   180,380.      621,700.      MT  (+/- 180 meters Scaled)
 OQ1205
 OQ1205                          SUPERSEDED SURVEY CONTROL
 OQ1205
 OQ1205.No superseded survey control is available for this station.
 OQ1205
 OQ1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP246425(NAD 83)
 OQ1205_MARKER: DV = VERTICAL CONTROL DISK
 OQ1205_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1205_SP_SET: BOX CULVERT HEADWALL
 OQ1205_STAMPING: 6705 J 1985
 OQ1205_MARK LOGO: MNDT  
 OQ1205_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1205+STABILITY: SURFACE MOTION
 OQ1205
 OQ1205  HISTORY     - Date     Condition        Report By
 OQ1205  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1205
 OQ1205                          STATION DESCRIPTION
 OQ1205
 OQ1205'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1205'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF THE CITY OF
 OQ1205'LUVERNE, IN THE NW 1/4 OF SECTION 26, T103N, R45W, 4.3 MI (6.9 KM)
 OQ1205'NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 OQ1205'90 SOUTH OF LUVERNE AT A BOX CULVERT, 25.0 FT (7.6 M) EAST OF AND
 OQ1205'ABOUT 2 FT (0.6 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 75 AT
 OQ1205'MILEPOINT 14.3, AND 0.5 FT (15.2 CM) NORTH OF THE SOUTH END OF THE
 OQ1205'BOX CULVERT.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL
 OQ1205'MONUMENT DISK STAMPED---6705 J 1985---, IS SET IN A DRILL HOLE IN THE
 OQ1205'SOUTHEAST CORNER OF THE HEADWALL OF A BOX CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1206 ***********************************************************************
 OQ1206  DESIGNATION -  6705 K
 OQ1206  PID         -  OQ1206
 OQ1206  STATE/COUNTY-  MN/ROCK
 OQ1206  USGS QUAD   -  LUVERNE (1978)
 OQ1206
 OQ1206                         *CURRENT SURVEY CONTROL
 OQ1206  ___________________________________________________________________
 OQ1206* NAD 83(1986)-  43 43 04.     (N)    096 12 44.     (W)     SCALED    
 OQ1206* NAVD 88     -       488.228  (meters)    1601.79   (feet)  ADJUSTED  
 OQ1206  ___________________________________________________________________
 OQ1206  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 OQ1206  DYNAMIC HT  -         488.107 (meters)    1601.40  (feet)  COMP
 OQ1206  MODELED GRAV-     980,355.6   (mgal)                       NAVD 88
 OQ1206
 OQ1206  VERT ORDER  -  SECOND    CLASS I
 OQ1206
 OQ1206.The horizontal coordinates were scaled from a topographic map and have
 OQ1206.an estimated accuracy of +/- 6 seconds.
 OQ1206
 OQ1206.The orthometric height was determined by differential leveling
 OQ1206.and adjusted by the National Geodetic Survey in June 1995..
 OQ1206
 OQ1206.The geoid height was determined by GEOID03.
 OQ1206
 OQ1206.The dynamic height is computed by dividing the NAVD 88
 OQ1206.geopotential number by the normal gravity value computed on the
 OQ1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1206.degrees latitude (g = 980.6199 gals.).
 OQ1206
 OQ1206.The modeled gravity was interpolated from observed gravity values.
 OQ1206
 OQ1206;                    North         East    Units  Estimated Accuracy
 OQ1206;SPC MN S     -   182,170.      621,750.      MT  (+/- 180 meters Scaled)
 OQ1206
 OQ1206                          SUPERSEDED SURVEY CONTROL
 OQ1206
 OQ1206.No superseded survey control is available for this station.
 OQ1206
 OQ1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP245443(NAD 83)
 OQ1206_MARKER: DV = VERTICAL CONTROL DISK
 OQ1206_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1206_SP_SET: BOX CULVERT HEADWALL
 OQ1206_STAMPING: 6705 K 1985
 OQ1206_MARK LOGO: MNDT  
 OQ1206_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1206+STABILITY: SURFACE MOTION
 OQ1206
 OQ1206  HISTORY     - Date     Condition        Report By
 OQ1206  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1206
 OQ1206                          STATION DESCRIPTION
 OQ1206
 OQ1206'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1206'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH-SOUTHWEST OF THE CITY OF
 OQ1206'HARDWICK, IN THE NW 1/4 OF SECTION 23, T103N, R45W, 5.4 MI (8.7 KM)
 OQ1206'NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 OQ1206'90 SOUTH OF LUVERNE, AT A BOX CULVERT, 27.0 FT (8.2 M) EAST OF AND
 OQ1206'ABOUT 2 FT (0.6 M) LOWER THAN THE CENTERLINE OF HIGHWAY 75 AT
 OQ1206'MILEPOINT 15.4, 141.0 FT (43.0 M) SOUTH OF THE CENTERLINE OF COUNTY
 OQ1206'ROAD 20, 65.5 FT (20.0 M) SOUTHWEST OF A TELEPHONE CABLE MARKER POST
 OQ1206'(SOUTH ONE OF TWO), AND 0.6 FT (18.3 CM) NORTH OF THE SOUTH END OF
 OQ1206'THE EAST HEADWALL OF A BOX CULVERT.  THE MARK, A STANDARD ALUMINUM
 OQ1206'VERTICAL CONTROL MONUMENT DISK STAMPED---6705 K 1985---, IS SET IN A
 OQ1206'DRILL HOLE IN THE SOUTH END OF THE EAST HEADWALL OF THE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1207 ***********************************************************************
 OQ1207  DESIGNATION -  6705 L
 OQ1207  PID         -  OQ1207
 OQ1207  STATE/COUNTY-  MN/ROCK
 OQ1207  USGS QUAD   -  LUVERNE (1978)
 OQ1207
 OQ1207                         *CURRENT SURVEY CONTROL
 OQ1207  ___________________________________________________________________
 OQ1207* NAD 83(1986)-  43 43 12.     (N)    096 12 44.     (W)     SCALED    
 OQ1207* NAVD 88     -       486.435  (meters)    1595.91   (feet)  ADJUSTED  
 OQ1207  ___________________________________________________________________
 OQ1207  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 OQ1207  DYNAMIC HT  -         486.314 (meters)    1595.52  (feet)  COMP
 OQ1207  MODELED GRAV-     980,355.9   (mgal)                       NAVD 88
 OQ1207
 OQ1207  VERT ORDER  -  SECOND    CLASS I
 OQ1207
 OQ1207.The horizontal coordinates were scaled from a topographic map and have
 OQ1207.an estimated accuracy of +/- 6 seconds.
 OQ1207
 OQ1207.The orthometric height was determined by differential leveling
 OQ1207.and adjusted by the National Geodetic Survey in June 1995..
 OQ1207
 OQ1207.The geoid height was determined by GEOID03.
 OQ1207
 OQ1207.The dynamic height is computed by dividing the NAVD 88
 OQ1207.geopotential number by the normal gravity value computed on the
 OQ1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1207.degrees latitude (g = 980.6199 gals.).
 OQ1207
 OQ1207.The modeled gravity was interpolated from observed gravity values.
 OQ1207
 OQ1207;                    North         East    Units  Estimated Accuracy
 OQ1207;SPC MN S     -   182,410.      621,750.      MT  (+/- 180 meters Scaled)
 OQ1207
 OQ1207                          SUPERSEDED SURVEY CONTROL
 OQ1207
 OQ1207.No superseded survey control is available for this station.
 OQ1207
 OQ1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP245445(NAD 83)
 OQ1207_MARKER: DV = VERTICAL CONTROL DISK
 OQ1207_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1207_SP_SET: BOX CULVERT HEADWALL
 OQ1207_STAMPING: 6705 L 1985
 OQ1207_MARK LOGO: MNDT  
 OQ1207_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1207+STABILITY: SURFACE MOTION
 OQ1207
 OQ1207  HISTORY     - Date     Condition        Report By
 OQ1207  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1207
 OQ1207                          STATION DESCRIPTION
 OQ1207
 OQ1207'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1207'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH-SOUTHWEST OF THE CITY OF
 OQ1207'HARDWICK, IN THE SW 1/4 OF SECTION 14, T103N, R45W, 5.55 MI
 OQ1207'(8.93 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH
 OQ1207'INTERSTATE HIGHWAY 90 SOUTH OF LUVERNE, AT A BOX CULVERT, 30.5 FT
 OQ1207'(9.3 M) EAST OF AND ABOUT 2.5 FT (0.8 M) LOWER THAN THE CENTERLINE OF
 OQ1207'HIGHWAY 75 AT MILEPOINT 15.55, 140.0 FT (42.7 M) SOUTH OF THE CENTER
 OQ1207'OF A FARM ENTRANCE, AND 0.4 FT (12.2 CM) NORTH OF THE SOUTH END OF
 OQ1207'THE EAST HEADWALL.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL
 OQ1207'CONTROL MONUMENT DISK STAMPED---6705 L 1985---, IS SET IN A DRILL
 OQ1207'HOLE IN THE SOUTH END OF THE EAST HEADWALL OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1208 ***********************************************************************
 OQ1208  DESIGNATION -  6705 M
 OQ1208  PID         -  OQ1208
 OQ1208  STATE/COUNTY-  MN/ROCK
 OQ1208  USGS QUAD   -  LUVERNE (1978)
 OQ1208
 OQ1208                         *CURRENT SURVEY CONTROL
 OQ1208  ___________________________________________________________________
 OQ1208* NAD 83(1986)-  43 43 28.     (N)    096 12 44.     (W)     SCALED    
 OQ1208* NAVD 88     -       485.290  (meters)    1592.16   (feet)  ADJUSTED  
 OQ1208  ___________________________________________________________________
 OQ1208  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OQ1208  DYNAMIC HT  -         485.170 (meters)    1591.76  (feet)  COMP
 OQ1208  MODELED GRAV-     980,356.3   (mgal)                       NAVD 88
 OQ1208
 OQ1208  VERT ORDER  -  SECOND    CLASS I
 OQ1208
 OQ1208.The horizontal coordinates were scaled from a topographic map and have
 OQ1208.an estimated accuracy of +/- 6 seconds.
 OQ1208
 OQ1208.The orthometric height was determined by differential leveling
 OQ1208.and adjusted by the National Geodetic Survey in June 1995..
 OQ1208
 OQ1208.The geoid height was determined by GEOID03.
 OQ1208
 OQ1208.The dynamic height is computed by dividing the NAVD 88
 OQ1208.geopotential number by the normal gravity value computed on the
 OQ1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1208.degrees latitude (g = 980.6199 gals.).
 OQ1208
 OQ1208.The modeled gravity was interpolated from observed gravity values.
 OQ1208
 OQ1208;                    North         East    Units  Estimated Accuracy
 OQ1208;SPC MN S     -   182,910.      621,770.      MT  (+/- 180 meters Scaled)
 OQ1208
 OQ1208                          SUPERSEDED SURVEY CONTROL
 OQ1208
 OQ1208.No superseded survey control is available for this station.
 OQ1208
 OQ1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP245450(NAD 83)
 OQ1208_MARKER: DV = VERTICAL CONTROL DISK
 OQ1208_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1208_SP_SET: BOX CULVERT HEADWALL
 OQ1208_STAMPING: 6705 M 1985
 OQ1208_MARK LOGO: MNDT  
 OQ1208_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1208+STABILITY: SURFACE MOTION
 OQ1208
 OQ1208  HISTORY     - Date     Condition        Report By
 OQ1208  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1208
 OQ1208                          STATION DESCRIPTION
 OQ1208
 OQ1208'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1208'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH-SOUTHWEST OF THE CITY
 OQ1208'OF HARDWICK, NEAR THE WEST 1/4 CORNER OF SECTION 14, T103N, R45W, 5.9
 OQ1208'MI (9.5 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH
 OQ1208'INTERSTATE HIGHWAY 90 SOUTH OF LUVERNE, AT A BOX CULVERT, 220 FT
 OQ1208'(67.1 M) EAST OF AND ABOUT 1 FT (0.3 M) LOWER THAN THE CENTERLINE OF
 OQ1208'HIGHWAY 75 AT MILEPOINT 15.9.  THE MARK, A STANDARD ALUMINUM MNDT
 OQ1208'VERTICAL CONTROL MONUMENT DISK STAMPED---6705 M 1985---, IS SET IN A
 OQ1208'DRILL HOLE IN THE SOUTH END OF THE EAST HEADWALL OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1209 ***********************************************************************
 OQ1209  DESIGNATION -  6705 N
 OQ1209  PID         -  OQ1209
 OQ1209  STATE/COUNTY-  MN/ROCK
 OQ1209  USGS QUAD   -  LUVERNE (1978)
 OQ1209
 OQ1209                         *CURRENT SURVEY CONTROL
 OQ1209  ___________________________________________________________________
 OQ1209* NAD 83(1986)-  43 43 46.     (N)    096 12 44.     (W)     SCALED    
 OQ1209* NAVD 88     -       486.694  (meters)    1596.76   (feet)  ADJUSTED  
 OQ1209  ___________________________________________________________________
 OQ1209  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 OQ1209  DYNAMIC HT  -         486.574 (meters)    1596.37  (feet)  COMP
 OQ1209  MODELED GRAV-     980,356.8   (mgal)                       NAVD 88
 OQ1209
 OQ1209  VERT ORDER  -  SECOND    CLASS I
 OQ1209
 OQ1209.The horizontal coordinates were scaled from a topographic map and have
 OQ1209.an estimated accuracy of +/- 6 seconds.
 OQ1209
 OQ1209.The orthometric height was determined by differential leveling
 OQ1209.and adjusted by the National Geodetic Survey in June 1995..
 OQ1209
 OQ1209.The geoid height was determined by GEOID03.
 OQ1209
 OQ1209.The dynamic height is computed by dividing the NAVD 88
 OQ1209.geopotential number by the normal gravity value computed on the
 OQ1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1209.degrees latitude (g = 980.6199 gals.).
 OQ1209
 OQ1209.The modeled gravity was interpolated from observed gravity values.
 OQ1209
 OQ1209;                    North         East    Units  Estimated Accuracy
 OQ1209;SPC MN S     -   183,460.      621,780.      MT  (+/- 180 meters Scaled)
 OQ1209
 OQ1209                          SUPERSEDED SURVEY CONTROL
 OQ1209
 OQ1209.No superseded survey control is available for this station.
 OQ1209
 OQ1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP245456(NAD 83)
 OQ1209_MARKER: DV = VERTICAL CONTROL DISK
 OQ1209_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1209_SP_SET: BOX CULVERT HEADWALL
 OQ1209_STAMPING: 6705 N 1985
 OQ1209_MARK LOGO: MNDT  
 OQ1209_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1209+STABILITY: SURFACE MOTION
 OQ1209
 OQ1209  HISTORY     - Date     Condition        Report By
 OQ1209  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1209
 OQ1209                          STATION DESCRIPTION
 OQ1209
 OQ1209'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1209'THE MARK IS LOCATED ABOUT 2.25 MI (3.62 KM) SOUTH-SOUTHWEST OF THE
 OQ1209'CITY OF HARDWICK, IN THE NW 1/4 OF SECTION 14, T103N, R45W, 6.2 MI
 OQ1209'(10.0 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH
 OQ1209'INTERSTATE HIGHWAY 90 SOUTH OF LUVERNE, 23.0 FT (7.0 M) EAST OF AND
 OQ1209'ABOUT 1.5 FT (0.5 M) LOWER THAN THE CENTERLINE OF HIGHWAY 75 AT
 OQ1209'MILEPOINT 16.2, 84.0 FT (25.6 M) NORTH OF THE CENTER OF A FARM
 OQ1209'ENTRANCE, AND 83.0 FT (25.3 M) SOUTH-SOUTHWEST OF A STEEL WITNESS
 OQ1209'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 OQ1209'STAMPED---6705 N 1985---, IS SET IN A DRILL HOLE IN THE HEADWALL AT
 OQ1209'THE SOUTHEAST CORNER OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1210 ***********************************************************************
 OQ1210  DESIGNATION -  6705 P
 OQ1210  PID         -  OQ1210
 OQ1210  STATE/COUNTY-  MN/ROCK
 OQ1210  USGS QUAD   -  LUVERNE (1978)
 OQ1210
 OQ1210                         *CURRENT SURVEY CONTROL
 OQ1210  ___________________________________________________________________
 OQ1210* NAD 83(1986)-  43 44 07.     (N)    096 12 44.     (W)     SCALED    
 OQ1210* NAVD 88     -       487.855  (meters)    1600.57   (feet)  ADJUSTED  
 OQ1210  ___________________________________________________________________
 OQ1210  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 OQ1210  DYNAMIC HT  -         487.735 (meters)    1600.18  (feet)  COMP
 OQ1210  MODELED GRAV-     980,357.4   (mgal)                       NAVD 88
 OQ1210
 OQ1210  VERT ORDER  -  SECOND    CLASS I
 OQ1210
 OQ1210.The horizontal coordinates were scaled from a topographic map and have
 OQ1210.an estimated accuracy of +/- 6 seconds.
 OQ1210
 OQ1210.The orthometric height was determined by differential leveling
 OQ1210.and adjusted by the National Geodetic Survey in June 1995..
 OQ1210
 OQ1210.The geoid height was determined by GEOID03.
 OQ1210
 OQ1210.The dynamic height is computed by dividing the NAVD 88
 OQ1210.geopotential number by the normal gravity value computed on the
 OQ1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1210.degrees latitude (g = 980.6199 gals.).
 OQ1210
 OQ1210.The modeled gravity was interpolated from observed gravity values.
 OQ1210
 OQ1210;                    North         East    Units  Estimated Accuracy
 OQ1210;SPC MN S     -   184,110.      621,800.      MT  (+/- 180 meters Scaled)
 OQ1210
 OQ1210                          SUPERSEDED SURVEY CONTROL
 OQ1210
 OQ1210.No superseded survey control is available for this station.
 OQ1210
 OQ1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP245462(NAD 83)
 OQ1210_MARKER: DV = VERTICAL CONTROL DISK
 OQ1210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OQ1210_SP_SET: BRIDGE RAILING
 OQ1210_STAMPING: 6705 P 1985
 OQ1210_MARK LOGO: MNDT  
 OQ1210_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OQ1210
 OQ1210  HISTORY     - Date     Condition        Report By
 OQ1210  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1210
 OQ1210                          STATION DESCRIPTION
 OQ1210
 OQ1210'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1210'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH-SOUTHWEST OF THE CITY OF
 OQ1210'HARDWICK, IN THE SW 1/4 OF SECTION 11, T103N, R45W, 2.8 MI (4.5 KM)
 OQ1210'SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY ROAD 7 ON
 OQ1210'THE WEST EDGE OF HARDWICK, AT A BRIDGE, 19.5 FT (5.9 M) EAST OF AND
 OQ1210'ABOUT 3 FT (0.9 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 75 AT
 OQ1210'MILEPOINT 16.6, AND 8.3 FT (2.5 M) NORTH OF THE SOUTHEAST END OF THE
 OQ1210'BRIDGE RAILING.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL
 OQ1210'MONUMENT DISK STAMPED---6705 P 1985---, IS SET IN A DRILL HOLE IN THE
 OQ1210'RAILING OF BRIDGE NUMBER 8360.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1211 ***********************************************************************
 OQ1211  DESIGNATION -  6705 Q
 OQ1211  PID         -  OQ1211
 OQ1211  STATE/COUNTY-  MN/ROCK
 OQ1211  USGS QUAD   -  LUVERNE (1978)
 OQ1211
 OQ1211                         *CURRENT SURVEY CONTROL
 OQ1211  ___________________________________________________________________
 OQ1211* NAD 83(1986)-  43 44 26.     (N)    096 12 45.     (W)     SCALED    
 OQ1211* NAVD 88     -       483.615  (meters)    1586.66   (feet)  ADJUSTED  
 OQ1211  ___________________________________________________________________
 OQ1211  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 OQ1211  DYNAMIC HT  -         483.496 (meters)    1586.27  (feet)  COMP
 OQ1211  MODELED GRAV-     980,357.8   (mgal)                       NAVD 88
 OQ1211
 OQ1211  VERT ORDER  -  SECOND    CLASS I
 OQ1211
 OQ1211.The horizontal coordinates were scaled from a topographic map and have
 OQ1211.an estimated accuracy of +/- 6 seconds.
 OQ1211
 OQ1211.The orthometric height was determined by differential leveling
 OQ1211.and adjusted by the National Geodetic Survey in June 1995..
 OQ1211
 OQ1211.The geoid height was determined by GEOID03.
 OQ1211
 OQ1211.The dynamic height is computed by dividing the NAVD 88
 OQ1211.geopotential number by the normal gravity value computed on the
 OQ1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1211.degrees latitude (g = 980.6199 gals.).
 OQ1211
 OQ1211.The modeled gravity was interpolated from observed gravity values.
 OQ1211
 OQ1211;                    North         East    Units  Estimated Accuracy
 OQ1211;SPC MN S     -   184,700.      621,790.      MT  (+/- 180 meters Scaled)
 OQ1211
 OQ1211                          SUPERSEDED SURVEY CONTROL
 OQ1211
 OQ1211.No superseded survey control is available for this station.
 OQ1211
 OQ1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP244468(NAD 83)
 OQ1211_MARKER: DV = VERTICAL CONTROL DISK
 OQ1211_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1211_SP_SET: BOX CULVERT HEADWALL
 OQ1211_STAMPING: 6705 Q 1985
 OQ1211_MARK LOGO: MNDT  
 OQ1211_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1211+STABILITY: SURFACE MOTION
 OQ1211
 OQ1211  HISTORY     - Date     Condition        Report By
 OQ1211  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1211
 OQ1211                          STATION DESCRIPTION
 OQ1211
 OQ1211'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1211'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH-SOUTHWEST OF THE CITY
 OQ1211'OF HARDWICK, NEAR THE EAST 1/4 CORNER OF SECTION 10, T103N, R45W,
 OQ1211'2.45 MI (3.94 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH
 OQ1211'COUNTY ROAD 7 ON THE WEST EDGE OF HARDWICK, AT A BOX CULVERT, 29.0 FT
 OQ1211'(8.8 M) WEST OF AND ABOUT 2.5 FT (0.8 M) LOWER THAN THE CENTERLINE OF
 OQ1211'HIGHWAY 75 AT MILEPOINT 16.95.  THE MARK, A STANDARD ALUMINUM MNDT
 OQ1211'VERTICAL CONTROL MONUMENT DISK STAMPED---6705 Q 1985---, IS SET IN A
 OQ1211'DRILL HOLE IN THE HEADWALL AT THE SOUTHEAST CORNER OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1212 ***********************************************************************
 OQ1212  DESIGNATION -  6705 R
 OQ1212  PID         -  OQ1212
 OQ1212  STATE/COUNTY-  MN/ROCK
 OQ1212  USGS QUAD   -  LUVERNE (1978)
 OQ1212
 OQ1212                         *CURRENT SURVEY CONTROL
 OQ1212  ___________________________________________________________________
 OQ1212* NAD 83(1986)-  43 44 56.     (N)    096 12 44.     (W)     SCALED    
 OQ1212* NAVD 88     -       488.320  (meters)    1602.10   (feet)  ADJUSTED  
 OQ1212  ___________________________________________________________________
 OQ1212  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 OQ1212  DYNAMIC HT  -         488.200 (meters)    1601.70  (feet)  COMP
 OQ1212  MODELED GRAV-     980,358.5   (mgal)                       NAVD 88
 OQ1212
 OQ1212  VERT ORDER  -  SECOND    CLASS I
 OQ1212
 OQ1212.The horizontal coordinates were scaled from a topographic map and have
 OQ1212.an estimated accuracy of +/- 6 seconds.
 OQ1212
 OQ1212.The orthometric height was determined by differential leveling
 OQ1212.and adjusted by the National Geodetic Survey in June 1995..
 OQ1212
 OQ1212.The geoid height was determined by GEOID03.
 OQ1212
 OQ1212.The dynamic height is computed by dividing the NAVD 88
 OQ1212.geopotential number by the normal gravity value computed on the
 OQ1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1212.degrees latitude (g = 980.6199 gals.).
 OQ1212
 OQ1212.The modeled gravity was interpolated from observed gravity values.
 OQ1212
 OQ1212;                    North         East    Units  Estimated Accuracy
 OQ1212;SPC MN S     -   185,620.      621,840.      MT  (+/- 180 meters Scaled)
 OQ1212
 OQ1212                          SUPERSEDED SURVEY CONTROL
 OQ1212
 OQ1212.No superseded survey control is available for this station.
 OQ1212
 OQ1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP244477(NAD 83)
 OQ1212_MARKER: DV = VERTICAL CONTROL DISK
 OQ1212_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1212_SP_SET: BOX CULVERT HEADWALL
 OQ1212_STAMPING: 6705 R 1985
 OQ1212_MARK LOGO: MNDT  
 OQ1212_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1212+STABILITY: SURFACE MOTION
 OQ1212
 OQ1212  HISTORY     - Date     Condition        Report By
 OQ1212  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1212
 OQ1212                          STATION DESCRIPTION
 OQ1212
 OQ1212'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1212'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SOUTH-SOUTHWEST OF THE CITY OF
 OQ1212'HARDWICK, IN THE SW 1/4 OF SECTION 2, T103N, R45W, 1.85 MI (2.98 KM)
 OQ1212'SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY ROAD 7 ON
 OQ1212'THE WEST EDGE OF HARDWICK, 23.5 FT (7.2 M) EAST OF AND 2 FT (0.6 M)
 OQ1212'LOWER THAN THE CENTERLINE OF HIGHWAY 75 AT MILEPOINT 17.55.  THE MARK,
 OQ1212'A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 OQ1212'STAMPED---6705 R 1985---, IS SET IN A DRILL HOLE IN THE HEADWALL AT
 OQ1212'THE SOUTHEAST CORNER OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1213 ***********************************************************************
 OQ1213  DESIGNATION -  6705 S
 OQ1213  PID         -  OQ1213
 OQ1213  STATE/COUNTY-  MN/ROCK
 OQ1213  USGS QUAD   -  EDGERTON SOUTH (1967)
 OQ1213
 OQ1213                         *CURRENT SURVEY CONTROL
 OQ1213  ___________________________________________________________________
 OQ1213* NAD 83(1986)-  43 45 03.     (N)    096 12 45.     (W)     SCALED    
 OQ1213* NAVD 88     -       489.288  (meters)    1605.27   (feet)  ADJUSTED  
 OQ1213  ___________________________________________________________________
 OQ1213  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 OQ1213  DYNAMIC HT  -         489.168 (meters)    1604.88  (feet)  COMP
 OQ1213  MODELED GRAV-     980,358.6   (mgal)                       NAVD 88
 OQ1213
 OQ1213  VERT ORDER  -  SECOND    CLASS I
 OQ1213
 OQ1213.The horizontal coordinates were scaled from a topographic map and have
 OQ1213.an estimated accuracy of +/- 6 seconds.
 OQ1213
 OQ1213.The orthometric height was determined by differential leveling
 OQ1213.and adjusted by the National Geodetic Survey in June 1995..
 OQ1213
 OQ1213.The geoid height was determined by GEOID03.
 OQ1213
 OQ1213.The dynamic height is computed by dividing the NAVD 88
 OQ1213.geopotential number by the normal gravity value computed on the
 OQ1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1213.degrees latitude (g = 980.6199 gals.).
 OQ1213
 OQ1213.The modeled gravity was interpolated from observed gravity values.
 OQ1213
 OQ1213;                    North         East    Units  Estimated Accuracy
 OQ1213;SPC MN S     -   185,840.      621,820.      MT  (+/- 180 meters Scaled)
 OQ1213
 OQ1213                          SUPERSEDED SURVEY CONTROL
 OQ1213
 OQ1213.No superseded survey control is available for this station.
 OQ1213
 OQ1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP244479(NAD 83)
 OQ1213_MARKER: DV = VERTICAL CONTROL DISK
 OQ1213_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1213_SP_SET: BOX CULVERT HEADWALL
 OQ1213_STAMPING: 6705 S 1985
 OQ1213_MARK LOGO: MNDT  
 OQ1213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1213+STABILITY: SURFACE MOTION
 OQ1213
 OQ1213  HISTORY     - Date     Condition        Report By
 OQ1213  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1213
 OQ1213                          STATION DESCRIPTION
 OQ1213
 OQ1213'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1213'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SOUTH-SOUTHWEST OF THE CITY OF
 OQ1213'HARDWICK, IN THE SW 1/4 OF SECTION 2, T103N, R45W, 1.7 MI (2.7 KM)
 OQ1213'SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY ROAD 7,
 OQ1213'24.5 FT (7.5 M) EAST OF AND 1 FT (0.3 M) LOWER THAN THE CENTERLINE OF
 OQ1213'HIGHWAY 75 AT MILEPOINT 17.7, AND 61.7 FT (18.8 M) NORTHWEST OF A
 OQ1213'WOODEN TELEPHONE CABLE MARKER POST.  THE MARK, A STANDARD MAGNETIC
 OQ1213'ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6705 S
 OQ1213'1985---, IS SET IN A DRILL HOLE IN THE HEADWALL AT THE SOUTHEAST
 OQ1213'CORNER OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1214 ***********************************************************************
 OQ1214  DESIGNATION -  6705 T
 OQ1214  PID         -  OQ1214
 OQ1214  STATE/COUNTY-  MN/ROCK
 OQ1214  USGS QUAD   -  EDGERTON SOUTH (1967)
 OQ1214
 OQ1214                         *CURRENT SURVEY CONTROL
 OQ1214  ___________________________________________________________________
 OQ1214* NAD 83(1986)-  43 45 16.     (N)    096 12 45.     (W)     SCALED    
 OQ1214* NAVD 88     -       492.621  (meters)    1616.21   (feet)  ADJUSTED  
 OQ1214  ___________________________________________________________________
 OQ1214  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OQ1214  DYNAMIC HT  -         492.501 (meters)    1615.81  (feet)  COMP
 OQ1214  MODELED GRAV-     980,358.8   (mgal)                       NAVD 88
 OQ1214
 OQ1214  VERT ORDER  -  SECOND    CLASS I
 OQ1214
 OQ1214.The horizontal coordinates were scaled from a topographic map and have
 OQ1214.an estimated accuracy of +/- 6 seconds.
 OQ1214
 OQ1214.The orthometric height was determined by differential leveling
 OQ1214.and adjusted by the National Geodetic Survey in June 1995..
 OQ1214
 OQ1214.The geoid height was determined by GEOID03.
 OQ1214
 OQ1214.The dynamic height is computed by dividing the NAVD 88
 OQ1214.geopotential number by the normal gravity value computed on the
 OQ1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1214.degrees latitude (g = 980.6199 gals.).
 OQ1214
 OQ1214.The modeled gravity was interpolated from observed gravity values.
 OQ1214
 OQ1214;                    North         East    Units  Estimated Accuracy
 OQ1214;SPC MN S     -   186,240.      621,830.      MT  (+/- 180 meters Scaled)
 OQ1214
 OQ1214                          SUPERSEDED SURVEY CONTROL
 OQ1214
 OQ1214.No superseded survey control is available for this station.
 OQ1214
 OQ1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP244483(NAD 83)
 OQ1214_MARKER: DV = VERTICAL CONTROL DISK
 OQ1214_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1214_SP_SET: BOX CULVERT HEADWALL
 OQ1214_STAMPING: 6705 T 1985
 OQ1214_MARK LOGO: MNDT  
 OQ1214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1214+STABILITY: SURFACE MOTION
 OQ1214
 OQ1214  HISTORY     - Date     Condition        Report By
 OQ1214  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1214
 OQ1214                          STATION DESCRIPTION
 OQ1214
 OQ1214'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1214'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) SOUTHWEST OF THE CITY OF
 OQ1214'HARDWICK, IN THE SW 1/4 OF SECTION 2, T103N, R45W, 1.45 MI (2.33 KM)
 OQ1214'SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY ROAD 7 ON
 OQ1214'THE WEST EDGE OF HARDWICK, 23.5 FT (7.2 M) EAST OF AND 1 FT (0.3 M)
 OQ1214'LOWER THAN THE CENTERLINE OF HIGHWAY 75 AT MILEPOINT 17.85.  THE MARK,
 OQ1214'A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 OQ1214'STAMPED---6705 T 1985---, IS SET IN A DRILL HOLE IN THE HEADWALL OF
 OQ1214'THE SOUTHEAST CORNER OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1215 ***********************************************************************
 OQ1215  DESIGNATION -  6705 U
 OQ1215  PID         -  OQ1215
 OQ1215  STATE/COUNTY-  MN/ROCK
 OQ1215  USGS QUAD   -  EDGERTON SOUTH (1967)
 OQ1215
 OQ1215                         *CURRENT SURVEY CONTROL
 OQ1215  ___________________________________________________________________
 OQ1215* NAD 83(1986)-  43 45 45.     (N)    096 12 45.     (W)     SCALED    
 OQ1215* NAVD 88     -       503.108  (meters)    1650.61   (feet)  ADJUSTED  
 OQ1215  ___________________________________________________________________
 OQ1215  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 OQ1215  DYNAMIC HT  -         502.985 (meters)    1650.21  (feet)  COMP
 OQ1215  MODELED GRAV-     980,359.3   (mgal)                       NAVD 88
 OQ1215
 OQ1215  VERT ORDER  -  SECOND    CLASS I
 OQ1215
 OQ1215.The horizontal coordinates were scaled from a topographic map and have
 OQ1215.an estimated accuracy of +/- 6 seconds.
 OQ1215
 OQ1215.The orthometric height was determined by differential leveling
 OQ1215.and adjusted by the National Geodetic Survey in June 1995..
 OQ1215
 OQ1215.The geoid height was determined by GEOID03.
 OQ1215
 OQ1215.The dynamic height is computed by dividing the NAVD 88
 OQ1215.geopotential number by the normal gravity value computed on the
 OQ1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1215.degrees latitude (g = 980.6199 gals.).
 OQ1215
 OQ1215.The modeled gravity was interpolated from observed gravity values.
 OQ1215
 OQ1215;                    North         East    Units  Estimated Accuracy
 OQ1215;SPC MN S     -   187,140.      621,860.      MT  (+/- 180 meters Scaled)
 OQ1215
 OQ1215                          SUPERSEDED SURVEY CONTROL
 OQ1215
 OQ1215.No superseded survey control is available for this station.
 OQ1215
 OQ1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP243492(NAD 83)
 OQ1215_MARKER: DV = VERTICAL CONTROL DISK
 OQ1215_SETTING: 66 = SET IN ROCK OUTCROP
 OQ1215_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OQ1215_STAMPING: 6705 U 1985
 OQ1215_MARK LOGO: MNDT  
 OQ1215_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1215+STABILITY: POSITION/ELEVATION WELL
 OQ1215
 OQ1215  HISTORY     - Date     Condition        Report By
 OQ1215  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1215
 OQ1215                          STATION DESCRIPTION
 OQ1215
 OQ1215'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1215'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SOUTHWEST OF THE CITY OF
 OQ1215'HARDWICK, IN THE SW 1/4 OF SECTION 35, T104N, R45W, 0.95 MI
 OQ1215'(1.53 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY
 OQ1215'ROAD 7 ON THE WEST EDGE OF HARDWICK, 66.5 FT (20.3 M) EAST OF AND 2
 OQ1215'FT (0.6 M) LOWER THAN THE CENTERLINE OF HIGHWAY 75 AT MILEPOINT
 OQ1215'18.45, 125.9 FT (38.4 M) EAST-NORTHEAST OF A POWER POLE, 54.0 FT
 OQ1215'(16.5 M) NORTH OF THE CENTER (EXTENDED) OF A FARM ENTRANCE, 6.6 FT
 OQ1215'(2.0 M) WEST OF A NORTH-SOUTH FENCELINE, AND 5.8 FT (1.8 M) WEST OF A
 OQ1215'STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT
 OQ1215'VERTICAL CONTROL MONUMENT DISK STAMPED---6705 U 1985---, IS SET IN A
 OQ1215'DRILL HOLE IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1216 ***********************************************************************
 OQ1216  DESIGNATION -  6705 V
 OQ1216  PID         -  OQ1216
 OQ1216  STATE/COUNTY-  MN/ROCK
 OQ1216  USGS QUAD   -  EDGERTON SOUTH (1967)
 OQ1216
 OQ1216                         *CURRENT SURVEY CONTROL
 OQ1216  ___________________________________________________________________
 OQ1216* NAD 83(1986)-  43 45 58.     (N)    096 12 45.     (W)     SCALED    
 OQ1216* NAVD 88     -       499.174  (meters)    1637.71   (feet)  ADJUSTED  
 OQ1216  ___________________________________________________________________
 OQ1216  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 OQ1216  DYNAMIC HT  -         499.052 (meters)    1637.31  (feet)  COMP
 OQ1216  MODELED GRAV-     980,359.4   (mgal)                       NAVD 88
 OQ1216
 OQ1216  VERT ORDER  -  SECOND    CLASS I
 OQ1216
 OQ1216.The horizontal coordinates were scaled from a topographic map and have
 OQ1216.an estimated accuracy of +/- 6 seconds.
 OQ1216
 OQ1216.The orthometric height was determined by differential leveling
 OQ1216.and adjusted by the National Geodetic Survey in June 1995..
 OQ1216
 OQ1216.The geoid height was determined by GEOID03.
 OQ1216
 OQ1216.The dynamic height is computed by dividing the NAVD 88
 OQ1216.geopotential number by the normal gravity value computed on the
 OQ1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1216.degrees latitude (g = 980.6199 gals.).
 OQ1216
 OQ1216.The modeled gravity was interpolated from observed gravity values.
 OQ1216
 OQ1216;                    North         East    Units  Estimated Accuracy
 OQ1216;SPC MN S     -   187,540.      621,870.      MT  (+/- 180 meters Scaled)
 OQ1216
 OQ1216                          SUPERSEDED SURVEY CONTROL
 OQ1216
 OQ1216.No superseded survey control is available for this station.
 OQ1216
 OQ1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP243496(NAD 83)
 OQ1216_MARKER: DV = VERTICAL CONTROL DISK
 OQ1216_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1216_SP_SET: BOX CULVERT HEADWALL
 OQ1216_STAMPING: 6705 V 1985
 OQ1216_MARK LOGO: MNDT  
 OQ1216_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1216+STABILITY: SURFACE MOTION
 OQ1216
 OQ1216  HISTORY     - Date     Condition        Report By
 OQ1216  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1216
 OQ1216                          STATION DESCRIPTION
 OQ1216
 OQ1216'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1216'THE MARK IS LOCATED ABOUT 0.25 MI (0.40 KM) SOUTH OF THE SOUTHWEST
 OQ1216'LIMITS OF THE CITY OF HARDWICK, IN THE SW 1/4 OF SECTION 35, T104N,
 OQ1216'R45W, 0.7 MI (1.1 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION
 OQ1216'WITH COUNTY ROAD 7 AT THE WEST EDGE OF HARDWICK, 19.5 FT (5.9 M) EAST
 OQ1216'OF AND 1 FT (0.3 M) LOWER THAN THE CENTERLINE OF HIGHWAY 75 AT
 OQ1216'MILEPOINT 18.7, AND 62.0 FT (18.9 M) WEST-SOUTHWEST OF A WOODEN
 OQ1216'TELEPHONE CABLE MARKER POST.  THE MARK, A STANDARD MAGNETIC ALUMINUM
 OQ1216'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6705 V 1985---, IS SET
 OQ1216'IN A DRILL HOLE IN THE HEADWALL AT THE SOUTHEAST CORNER OF A BOX
 OQ1216'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1071 ***********************************************************************
 OQ1071  DESIGNATION -  6705 W
 OQ1071  PID         -  OQ1071
 OQ1071  STATE/COUNTY-  MN/ROCK
 OQ1071  USGS QUAD   -  EDGERTON SOUTH (1967)
 OQ1071
 OQ1071                         *CURRENT SURVEY CONTROL
 OQ1071  ___________________________________________________________________
 OQ1071* NAD 83(1986)-  43 46 26.     (N)    096 12 43.     (W)     SCALED    
 OQ1071* NAVD 88     -       499.200  (meters)    1637.79   (feet)  ADJUSTED  
 OQ1071  ___________________________________________________________________
 OQ1071  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 OQ1071  DYNAMIC HT  -         499.078 (meters)    1637.39  (feet)  COMP
 OQ1071  MODELED GRAV-     980,359.8   (mgal)                       NAVD 88
 OQ1071
 OQ1071  VERT ORDER  -  FIRST     CLASS II
 OQ1071
 OQ1071.The horizontal coordinates were scaled from a topographic map and have
 OQ1071.an estimated accuracy of +/- 6 seconds.
 OQ1071
 OQ1071.The orthometric height was determined by differential leveling
 OQ1071.and adjusted by the National Geodetic Survey in June 1991..
 OQ1071
 OQ1071.The geoid height was determined by GEOID03.
 OQ1071
 OQ1071.The dynamic height is computed by dividing the NAVD 88
 OQ1071.geopotential number by the normal gravity value computed on the
 OQ1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1071.degrees latitude (g = 980.6199 gals.).
 OQ1071
 OQ1071.The modeled gravity was interpolated from observed gravity values.
 OQ1071
 OQ1071;                    North         East    Units  Estimated Accuracy
 OQ1071;SPC MN S     -   188,400.      621,940.      MT  (+/- 180 meters Scaled)
 OQ1071
 OQ1071                          SUPERSEDED SURVEY CONTROL
 OQ1071
 OQ1071.No superseded survey control is available for this station.
 OQ1071
 OQ1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP243505(NAD 83)
 OQ1071_MARKER: DV = VERTICAL CONTROL DISK
 OQ1071_SETTING: 66 = SET IN ROCK OUTCROP
 OQ1071_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OQ1071_STAMPING: 6705 W 1985
 OQ1071_MARK LOGO: MNDT  
 OQ1071_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1071+STABILITY: POSITION/ELEVATION WELL
 OQ1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1071+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1990
 OQ1071
 OQ1071  HISTORY     - Date     Condition        Report By
 OQ1071  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1071  HISTORY     - 19900816 GOOD             NGS
 OQ1071
 OQ1071                          STATION DESCRIPTION
 OQ1071
 OQ1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1071'13.4 KM (8.3 MI) NORTHERLY ALONG U.S. HIGHWAY 75 FROM THE JUNCTION
 OQ1071'OF MAIN STREET IN LUVERNE, IN THE NORTHERN 1/3 OF A 12 BY 66 FOOT
 OQ1071'AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.1 MI) SOUTH OF THE
 OQ1071'INTERSECTION OF COUNTY ROAD 7, 35.0 M (114.8 FT) NORTH OF A T-FENCE
 OQ1071'CORNER, 20.8 M (68.2 FT) EAST OF THE HIGHWAY CENTERLINE, 2.65 M (8.69
 OQ1071'FT) WEST-NORTHWEST OF A WITNESS POST, 2.5 M (8.2 FT) WEST OF A FENCE,
 OQ1071'AND 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1070 ***********************************************************************
 OQ1070  DESIGNATION -  6705 X
 OQ1070  PID         -  OQ1070
 OQ1070  STATE/COUNTY-  MN/ROCK
 OQ1070  USGS QUAD   -  EDGERTON SOUTH (1967)
 OQ1070
 OQ1070                         *CURRENT SURVEY CONTROL
 OQ1070  ___________________________________________________________________
 OQ1070* NAD 83(1986)-  43 46 58.     (N)    096 12 44.     (W)     SCALED    
 OQ1070* NAVD 88     -       500.266  (meters)    1641.29   (feet)  ADJUSTED  
 OQ1070  ___________________________________________________________________
 OQ1070  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 OQ1070  DYNAMIC HT  -         500.144 (meters)    1640.89  (feet)  COMP
 OQ1070  MODELED GRAV-     980,360.0   (mgal)                       NAVD 88
 OQ1070
 OQ1070  VERT ORDER  -  FIRST     CLASS II
 OQ1070
 OQ1070.The horizontal coordinates were scaled from a topographic map and have
 OQ1070.an estimated accuracy of +/- 6 seconds.
 OQ1070
 OQ1070.The orthometric height was determined by differential leveling
 OQ1070.and adjusted by the National Geodetic Survey in June 1991..
 OQ1070
 OQ1070.The geoid height was determined by GEOID03.
 OQ1070
 OQ1070.The dynamic height is computed by dividing the NAVD 88
 OQ1070.geopotential number by the normal gravity value computed on the
 OQ1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1070.degrees latitude (g = 980.6199 gals.).
 OQ1070
 OQ1070.The modeled gravity was interpolated from observed gravity values.
 OQ1070
 OQ1070;                    North         East    Units  Estimated Accuracy
 OQ1070;SPC MN S     -   189,390.      621,940.      MT  (+/- 180 meters Scaled)
 OQ1070
 OQ1070                          SUPERSEDED SURVEY CONTROL
 OQ1070
 OQ1070.No superseded survey control is available for this station.
 OQ1070
 OQ1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP243515(NAD 83)
 OQ1070_MARKER: DV = VERTICAL CONTROL DISK
 OQ1070_SETTING: 66 = SET IN ROCK OUTCROP
 OQ1070_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OQ1070_STAMPING: 6705 X 1985
 OQ1070_MARK LOGO: MNDT  
 OQ1070_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1070+STABILITY: POSITION/ELEVATION WELL
 OQ1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ1070+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1990
 OQ1070
 OQ1070  HISTORY     - Date     Condition        Report By
 OQ1070  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1070  HISTORY     - 19900816 GOOD             NGS
 OQ1070
 OQ1070                          STATION DESCRIPTION
 OQ1070
 OQ1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OQ1070'14.4 KM (8.9 MI) NORTHERLY ALONG U.S. HIGHWAY 75 FROM THE JUNCTION
 OQ1070'OF MAIN STREET IN LUVERNE, IN A 1 BY 1 FOOT AREA OF OUTCROPPING
 OQ1070'BEDROCK, 0.8 KM (0.5 MI) NORTH OF THE INTERSECTION OF COUNTY ROAD 7,
 OQ1070'51.3 M (168.3 FT) SOUTH OF THE CENTER OF A GATE AND FIELD ENTRANCE,
 OQ1070'10.2 M (33.5 FT) NORTH-NORTHWEST OF A T-FENCE CORNER, 18.5 M (60.7
 OQ1070'FT) EAST OF THE HIGHWAY CENTERLINE, 4.65 M (15.26 FT) WEST OF A
 OQ1070'FENCE, 2.25 M (7.38 FT) WEST OF A WITNESS POST, AND 2.1 M (6.9 FT)
 OQ1070'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1217 ***********************************************************************
 OQ1217  DESIGNATION -  6705 Y
 OQ1217  PID         -  OQ1217
 OQ1217  STATE/COUNTY-  MN/ROCK
 OQ1217  USGS QUAD   -  EDGERTON SOUTH (1967)
 OQ1217
 OQ1217                         *CURRENT SURVEY CONTROL
 OQ1217  ___________________________________________________________________
 OQ1217* NAD 83(1986)-  43 47 37.     (N)    096 12 45.     (W)     SCALED    
 OQ1217* NAVD 88     -       497.927  (meters)    1633.62   (feet)  ADJUSTED  
 OQ1217  ___________________________________________________________________
 OQ1217  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 OQ1217  DYNAMIC HT  -         497.806 (meters)    1633.22  (feet)  COMP
 OQ1217  MODELED GRAV-     980,360.3   (mgal)                       NAVD 88
 OQ1217
 OQ1217  VERT ORDER  -  SECOND    CLASS I
 OQ1217
 OQ1217.The horizontal coordinates were scaled from a topographic map and have
 OQ1217.an estimated accuracy of +/- 6 seconds.
 OQ1217
 OQ1217.The orthometric height was determined by differential leveling
 OQ1217.and adjusted by the National Geodetic Survey in June 1995..
 OQ1217
 OQ1217.The geoid height was determined by GEOID03.
 OQ1217
 OQ1217.The dynamic height is computed by dividing the NAVD 88
 OQ1217.geopotential number by the normal gravity value computed on the
 OQ1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1217.degrees latitude (g = 980.6199 gals.).
 OQ1217
 OQ1217.The modeled gravity was interpolated from observed gravity values.
 OQ1217
 OQ1217;                    North         East    Units  Estimated Accuracy
 OQ1217;SPC MN S     -   190,590.      621,950.      MT  (+/- 180 meters Scaled)
 OQ1217
 OQ1217                          SUPERSEDED SURVEY CONTROL
 OQ1217
 OQ1217.No superseded survey control is available for this station.
 OQ1217
 OQ1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP242527(NAD 83)
 OQ1217_MARKER: DV = VERTICAL CONTROL DISK
 OQ1217_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1217_SP_SET: BOX CULVERT HEADWALL
 OQ1217_STAMPING: 6705 Y 1985
 OQ1217_MARK LOGO: MNDT  
 OQ1217_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1217+STABILITY: SURFACE MOTION
 OQ1217
 OQ1217  HISTORY     - Date     Condition        Report By
 OQ1217  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1217
 OQ1217                          STATION DESCRIPTION
 OQ1217
 OQ1217'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1217'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) NORTH-NORTHWEST OF THE
 OQ1217'CITY OF HARDWICK, IN THE SW 1/4 OF SECTION 23, T104W, R45W, 1.2 MI
 OQ1217'(1.9 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY
 OQ1217'ROAD 7 ON THE WEST EDGE OF HARDWICK, 27.0 FT (8.2 M) EAST OF AND 1 FT
 OQ1217'(0.3 M) LOWER THAN THE CENTERLINE OF HIGHWAY 75 AT MILEPOINT 20.6,
 OQ1217'AND 0.5 FT (15.2 CM) NORTH OF THE SOUTH END OF A CULVERT HEADWALL.
 OQ1217'THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL
 OQ1217'MONUMENT DISK STAMPED---6705 Y 1985---, IS SET IN A DRILL HOLE IN THE
 OQ1217'HEADWALL AT THE SOUTHEAST CORNER OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ1218 ***********************************************************************
 OQ1218  DESIGNATION -  6705 Z
 OQ1218  PID         -  OQ1218
 OQ1218  STATE/COUNTY-  MN/ROCK
 OQ1218  USGS QUAD   -  EDGERTON SOUTH (1967)
 OQ1218
 OQ1218                         *CURRENT SURVEY CONTROL
 OQ1218  ___________________________________________________________________
 OQ1218* NAD 83(1986)-  43 48 17.     (N)    096 12 56.     (W)     SCALED    
 OQ1218* NAVD 88     -       505.550  (meters)    1658.63   (feet)  ADJUSTED  
 OQ1218  ___________________________________________________________________
 OQ1218  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 OQ1218  DYNAMIC HT  -         505.428 (meters)    1658.22  (feet)  COMP
 OQ1218  MODELED GRAV-     980,360.4   (mgal)                       NAVD 88
 OQ1218
 OQ1218  VERT ORDER  -  SECOND    CLASS I
 OQ1218
 OQ1218.The horizontal coordinates were scaled from a topographic map and have
 OQ1218.an estimated accuracy of +/- 6 seconds.
 OQ1218
 OQ1218.The orthometric height was determined by differential leveling
 OQ1218.and adjusted by the National Geodetic Survey in June 1995..
 OQ1218
 OQ1218.The geoid height was determined by GEOID03.
 OQ1218
 OQ1218.The dynamic height is computed by dividing the NAVD 88
 OQ1218.geopotential number by the normal gravity value computed on the
 OQ1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1218.degrees latitude (g = 980.6199 gals.).
 OQ1218
 OQ1218.The modeled gravity was interpolated from observed gravity values.
 OQ1218
 OQ1218;                    North         East    Units  Estimated Accuracy
 OQ1218;SPC MN S     -   191,830.      621,740.      MT  (+/- 180 meters Scaled)
 OQ1218
 OQ1218                          SUPERSEDED SURVEY CONTROL
 OQ1218
 OQ1218.No superseded survey control is available for this station.
 OQ1218
 OQ1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP239539(NAD 83)
 OQ1218_MARKER: DV = VERTICAL CONTROL DISK
 OQ1218_SETTING: 66 = SET IN ROCK OUTCROP
 OQ1218_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 OQ1218_STAMPING: 6705 Z 1985
 OQ1218_MARK LOGO: MNDT  
 OQ1218_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1218+STABILITY: POSITION/ELEVATION WELL
 OQ1218
 OQ1218  HISTORY     - Date     Condition        Report By
 OQ1218  HISTORY     - 1985     MONUMENTED       MNDT
 OQ1218
 OQ1218                          STATION DESCRIPTION
 OQ1218
 OQ1218'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1218'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH-NORTHWEST OF THE CITY
 OQ1218'OF HARDWICK, IN THE NE 1/4 OF SECTION 22, T104N, R45W, 2.0 MI
 OQ1218'(3.2 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY
 OQ1218'ROAD 7 AT THE WEST EDGE OF HARDWICK, ABOUT 250 FT (76.2 M) WEST OF
 OQ1218'THE CENTERLINE OF HIGHWAY 75 AT MILEPOINT 21.4, 23.5 FT (7.2 M) SOUTH
 OQ1218'OF AND ABOUT 2 FT (0.6 M) LOWER THAN THE CENTER OF A GRAVEL ROAD,
 OQ1218'18.5 FT (5.6 M) NORTH OF AN EAST-WEST FENCE LINE, AND 18.0 FT
 OQ1218'(5.5 M) NORTH OF A STEEL WITNESS POST. THE MARK, A STANDARD MAGNETIC
 OQ1218'ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6705 Z
 OQ1218'1985---, IS SET IN A DRILL HOLE IN A ROCK OUTCROP IN THE BOTTOM OF
 OQ1218'THE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0535 ***********************************************************************
 OQ0535  DESIGNATION -  6706 J
 OQ0535  PID         -  OQ0535
 OQ0535  STATE/COUNTY-  MN/ROCK
 OQ0535  USGS QUAD   -  ASH CREEK (1967)
 OQ0535
 OQ0535                         *CURRENT SURVEY CONTROL
 OQ0535  ___________________________________________________________________
 OQ0535* NAD 83(1986)-  43 31 47.     (N)    096 12 48.     (W)     SCALED    
 OQ0535* NAVD 88     -       444.043  (meters)    1456.83   (feet)  ADJUSTED  
 OQ0535  ___________________________________________________________________
 OQ0535  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 OQ0535  DYNAMIC HT  -         443.928 (meters)    1456.45  (feet)  COMP
 OQ0535  MODELED GRAV-     980,347.5   (mgal)                       NAVD 88
 OQ0535
 OQ0535  VERT ORDER  -  SECOND    CLASS I
 OQ0535
 OQ0535.The horizontal coordinates were scaled from a topographic map and have
 OQ0535.an estimated accuracy of +/- 6 seconds.
 OQ0535
 OQ0535.The orthometric height was determined by differential leveling
 OQ0535.and adjusted by the National Geodetic Survey in June 1991..
 OQ0535
 OQ0535.The geoid height was determined by GEOID03.
 OQ0535
 OQ0535.The dynamic height is computed by dividing the NAVD 88
 OQ0535.geopotential number by the normal gravity value computed on the
 OQ0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0535.degrees latitude (g = 980.6199 gals.).
 OQ0535
 OQ0535.The modeled gravity was interpolated from observed gravity values.
 OQ0535
 OQ0535;                    North         East    Units  Estimated Accuracy
 OQ0535;SPC MN S     -   161,280.      621,090.      MT  (+/- 180 meters Scaled)
 OQ0535
 OQ0535                          SUPERSEDED SURVEY CONTROL
 OQ0535
 OQ0535  NGVD 29 (??/??/92)  443.794  (m)         1456.01   (f) ADJ UNCH    2 1
 OQ0535
 OQ0535.Superseded values are not recommended for survey control.
 OQ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0535.See file dsdata.txt to determine how the superseded data were derived.
 OQ0535
 OQ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP251234(NAD 83)
 OQ0535_MARKER: DD = SURVEY DISK
 OQ0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0535_SP_SET: CONCRETE POST
 OQ0535_STAMPING: 6706 J 1953
 OQ0535_PROJECTION: RECESSED 15 CENTIMETERS
 OQ0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0535+STABILITY: SURFACE MOTION
 OQ0535
 OQ0535  HISTORY     - Date     Condition        Report By
 OQ0535  HISTORY     - 1953     MONUMENTED       MNDT
 OQ0535  HISTORY     - 1978     GOOD             MNDT
 OQ0535
 OQ0535                          STATION DESCRIPTION
 OQ0535
 OQ0535'DESCRIBED BY MN DEPT OF TRANSP 1978
 OQ0535'8.4 MI SOUTH FROM LUVERNE.
 OQ0535'THE MARK IS LOCATED 8.6 MILES SOUTH ON TRUNK HIGHWAY 75 FROM ITS
 OQ0535'INTERSECTION WITH TRUNK HIGHWAY 17 IN LUVERNE NEAR TRUNK HIGHWAY 75
 OQ0535'MILEPOINT 2.4. THE MARK IS 176 FT. WEST OF THE CENTERLINE OF TRUNK
 OQ0535'HIGHWAY 75, 75 FT. NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 270, 115.7
 OQ0535'FT. EAST OF A POWER POLE, 23.7 FT. WEST OF A STEEL CORNER FENCE POST
 OQ0535'AND 0.8 FT. SOUTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0181 ***********************************************************************
 SJ0181  DESIGNATION -  67.44
 SJ0181  PID         -  SJ0181
 SJ0181  STATE/COUNTY-  MN/ST LOUIS
 SJ0181  USGS QUAD   -  BIRD LAKE (1984)
 SJ0181
 SJ0181                         *CURRENT SURVEY CONTROL
 SJ0181  ___________________________________________________________________
 SJ0181* NAD 83(1986)-  47 29 32.     (N)    092 00 22.     (W)     SCALED    
 SJ0181* NAVD 88     -       482.73   (+/-2cm)    1583.8    (feet)  VERTCON   
 SJ0181  ___________________________________________________________________
 SJ0181  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 SJ0181
 SJ0181  VERT ORDER  -  ? (See Below)
 SJ0181
 SJ0181.The horizontal coordinates were scaled from a topographic map and have
 SJ0181.an estimated accuracy of +/- 6 seconds.
 SJ0181
 SJ0181.The NAVD 88 height was computed by applying the VERTCON shift value to
 SJ0181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SJ0181.The vertical order pertains to the NGVD 29 superseded value.
 SJ0181
 SJ0181.The geoid height was determined by GEOID03.
 SJ0181
 SJ0181;                    North         East    Units  Estimated Accuracy
 SJ0181;SPC MN N     -   210,890.      882,420.      MT  (+/- 180 meters Scaled)
 SJ0181
 SJ0181                          SUPERSEDED SURVEY CONTROL
 SJ0181
 SJ0181  NGVD 29 (??/??/92)  482.542  (m)         1583.14   (f) ADJ UNCH    ?  
 SJ0181
 SJ0181.Superseded values are not recommended for survey control.
 SJ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0181.See file dsdata.txt to determine how the superseded data were derived.
 SJ0181
 SJ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN748603(NAD 83)
 SJ0181_MARKER: Z = SEE DESCRIPTION
 SJ0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ0181_SP_SET: RAIL
 SJ0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ0181
 SJ0181  HISTORY     - Date     Condition        Report By
 SJ0181  HISTORY     - UNK      MONUMENTED       DMIRRR
 SJ0181  HISTORY     - 1933     GOOD             NGS
 SJ0181
 SJ0181                          STATION DESCRIPTION
 SJ0181
 SJ0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SJ0181'5.0 MI SE FROM ALLEN JUNCTION.
 SJ0181'5.0 MILES SOUTHEAST BY RAIL.  ALONG THE IRON RANGE DIVISION OF THE
 SJ0181'DULUTH, MISSABE AND NORTHERN RAILWAY, 0.4 MILE NORTH OF MILE POST NO.
 SJ0181'67, 14 FEET EAST OF THE CENTERLINE OF THE RAILROAD, AT RAILROAD SURVEY
 SJ0181'STATION 3561 + 00, AND RAILROAD ELEVATION 1082.68 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0052 ***********************************************************************
 OQ0052  DESIGNATION -  6780 A 2
 OQ0052  PID         -  OQ0052
 OQ0052  STATE/COUNTY-  MN/ROCK
 OQ0052  USGS QUAD   -  VALLEY SPRINGS (1978)
 OQ0052
 OQ0052                         *CURRENT SURVEY CONTROL
 OQ0052  ___________________________________________________________________
 OQ0052* NAD 83(1986)-  43 36 31.     (N)    096 26 33.     (W)     SCALED    
 OQ0052* NAVD 88     -       424.059  (meters)    1391.27   (feet)  ADJUSTED  
 OQ0052  ___________________________________________________________________
 OQ0052  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 OQ0052  DYNAMIC HT  -         423.953 (meters)    1390.92  (feet)  COMP
 OQ0052  MODELED GRAV-     980,355.2   (mgal)                       NAVD 88
 OQ0052
 OQ0052  VERT ORDER  -  FIRST     CLASS II
 OQ0052
 OQ0052.The horizontal coordinates were scaled from a topographic map and have
 OQ0052.an estimated accuracy of +/- 6 seconds.
 OQ0052
 OQ0052.The orthometric height was determined by differential leveling
 OQ0052.and adjusted by the National Geodetic Survey in September 1993..
 OQ0052
 OQ0052.The geoid height was determined by GEOID03.
 OQ0052
 OQ0052.The dynamic height is computed by dividing the NAVD 88
 OQ0052.geopotential number by the normal gravity value computed on the
 OQ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0052.degrees latitude (g = 980.6199 gals.).
 OQ0052
 OQ0052.The modeled gravity was interpolated from observed gravity values.
 OQ0052
 OQ0052;                    North         East    Units  Estimated Accuracy
 OQ0052;SPC MN S     -   170,570.      602,830.      MT  (+/- 180 meters Scaled)
 OQ0052
 OQ0052                          SUPERSEDED SURVEY CONTROL
 OQ0052
 OQ0052  NAVD 88 (06/15/91)  424.050  (m)         1391.24   (f) UNKNOWN     1 2
 OQ0052  NGVD 29 (??/??/92)  423.801  (m)         1390.42   (f) ADJ UNCH    1 2
 OQ0052
 OQ0052.Superseded values are not recommended for survey control.
 OQ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0052.See file dsdata.txt to determine how the superseded data were derived.
 OQ0052
 OQ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP063315(NAD 83)
 OQ0052_MARKER: DB = BENCH MARK DISK
 OQ0052_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ0052_SP_SET: DOUBLE BOX CULVERT HEADWALL
 OQ0052_STAMPING: 6780 A 2 1962
 OQ0052_MARK LOGO: MNHD  
 OQ0052_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0052+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1992
 OQ0052
 OQ0052  HISTORY     - Date     Condition        Report By
 OQ0052  HISTORY     - 1962     MONUMENTED       MNHD
 OQ0052  HISTORY     - 1966     GOOD             MNHD
 OQ0052  HISTORY     - 19910526 GOOD             NGS
 OQ0052  HISTORY     - 19920508 GOOD             MNDT
 OQ0052
 OQ0052                          STATION DESCRIPTION
 OQ0052
 OQ0052'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0052'2.8 MI NE FROM VALLEY SPRINGS.
 OQ0052'MARK IS LOCATED NEAR THE CENTER SECTION 26, T 102N, R 47W, EAST
 OQ0052'OF THE STATE LINE.  MARK IS A STANDARD DISK STAMPED 6780-A2
 OQ0052'1962 SET IN THE S.E. CORNER OF A TWIN BOX CULVERT, 55 FEET SOUTH
 OQ0052'OF EASTBOUND FAI 90 CENTERLINE AT STATION 30+00.
 OQ0052
 OQ0052                          STATION RECOVERY (1991)
 OQ0052
 OQ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ0052'19.3 KM (12.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ0052'JUNCTION OF U.S. HIGHWAY 75 IN LUVERNE, IN TOP OF AND 0.3 M (1.0 FT)
 OQ0052'WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A DOUBLE BOX
 OQ0052'CULVERT, 16.8 M (55.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 OQ0052'LANES OF THE HIGHWAY, AND 4.6 M (15.1 FT) BELOW THE LEVEL OF THE
 OQ0052'HIGHWAY.
 OQ0052
 OQ0052                          STATION RECOVERY (1992)
 OQ0052
 OQ0052'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 OQ0052'THE MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7472 ***********************************************************************
 DG7472  DESIGNATION -  6780 AA
 DG7472  PID         -  DG7472
 DG7472  STATE/COUNTY-  MN/ROCK
 DG7472  USGS QUAD   -  VALLEY SPRINGS (1978)
 DG7472
 DG7472                         *CURRENT SURVEY CONTROL
 DG7472  ___________________________________________________________________
 DG7472* NAD 83(1986)-  43 36 31.     (N)    096 25 54.     (W)     SCALED    
 DG7472* NAVD 88     -       439.231  (meters)    1441.04   (feet)  ADJUSTED  
 DG7472  ___________________________________________________________________
 DG7472  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 DG7472  DYNAMIC HT  -         439.120 (meters)    1440.68  (feet)  COMP
 DG7472  MODELED GRAV-     980,354.3   (mgal)                       NAVD 88
 DG7472
 DG7472  VERT ORDER  -  SECOND    CLASS I
 DG7472
 DG7472.The horizontal coordinates were scaled from a topographic map and have
 DG7472.an estimated accuracy of +/- 6 seconds.
 DG7472
 DG7472.The orthometric height was determined by differential leveling
 DG7472.and adjusted by the National Geodetic Survey in December 2004..
 DG7472
 DG7472.The geoid height was determined by GEOID03.
 DG7472
 DG7472.The dynamic height is computed by dividing the NAVD 88
 DG7472.geopotential number by the normal gravity value computed on the
 DG7472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7472.degrees latitude (g = 980.6199 gals.).
 DG7472
 DG7472.The modeled gravity was interpolated from observed gravity values.
 DG7472
 DG7472;                    North         East    Units  Estimated Accuracy
 DG7472;SPC MN S     -   170,550.      603,710.      MT  (+/- 180 meters Scaled)
 DG7472
 DG7472                          SUPERSEDED SURVEY CONTROL
 DG7472
 DG7472.No superseded survey control is available for this station.
 DG7472
 DG7472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP072316(NAD 83)
 DG7472_MARKER: DV = VERTICAL CONTROL DISK
 DG7472_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG7472_SP_SET: BRIDGE ABUTMENT
 DG7472_STAMPING: 6780 AA 1992
 DG7472_MARK LOGO: MNDT  
 DG7472_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7472+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG7472
 DG7472  HISTORY     - Date     Condition        Report By
 DG7472  HISTORY     - 1992     MONUMENTED       MNDT
 DG7472
 DG7472                          STATION DESCRIPTION
 DG7472
 DG7472'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7472'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 25, T102N, R47W, 3.5 MI
 DG7472'(5.6 KM) WEST OF BEAVER CREEK.  THE MARK IS SET IN THE SE COR OF TH 23
 DG7472'BRDG 9687 OVER FAI 90, AT TH 23 MP 1.35, AND 25.5 FT (7.8 M) EAST OF
 DG7472'TH 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7474 ***********************************************************************
 DG7474  DESIGNATION -  6780 AB
 DG7474  PID         -  DG7474
 DG7474  STATE/COUNTY-  MN/ROCK
 DG7474  USGS QUAD   -  VALLEY SPRINGS (1978)
 DG7474
 DG7474                         *CURRENT SURVEY CONTROL
 DG7474  ___________________________________________________________________
 DG7474* NAD 83(1986)-  43 36 30.     (N)    096 26 46.     (W)     SCALED    
 DG7474* NAVD 88     -       435.476  (meters)    1428.72   (feet)  ADJUSTED  
 DG7474  ___________________________________________________________________
 DG7474  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DG7474  DYNAMIC HT  -         435.367 (meters)    1428.37  (feet)  COMP
 DG7474  MODELED GRAV-     980,355.3   (mgal)                       NAVD 88
 DG7474
 DG7474  VERT ORDER  -  SECOND    CLASS I
 DG7474
 DG7474.The horizontal coordinates were scaled from a topographic map and have
 DG7474.an estimated accuracy of +/- 6 seconds.
 DG7474
 DG7474.The orthometric height was determined by differential leveling
 DG7474.and adjusted by the National Geodetic Survey in December 2004..
 DG7474.No vertical observational check was made to the station.
 DG7474
 DG7474.The geoid height was determined by GEOID03.
 DG7474
 DG7474.The dynamic height is computed by dividing the NAVD 88
 DG7474.geopotential number by the normal gravity value computed on the
 DG7474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7474.degrees latitude (g = 980.6199 gals.).
 DG7474
 DG7474.The modeled gravity was interpolated from observed gravity values.
 DG7474
 DG7474;                    North         East    Units  Estimated Accuracy
 DG7474;SPC MN S     -   170,550.      602,540.      MT  (+/- 180 meters Scaled)
 DG7474
 DG7474                          SUPERSEDED SURVEY CONTROL
 DG7474
 DG7474.No superseded survey control is available for this station.
 DG7474
 DG7474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP061315(NAD 83)
 DG7474_MARKER: DV = VERTICAL CONTROL DISK
 DG7474_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG7474_SP_SET: BRIDGE ABUTMENT
 DG7474_STAMPING: 6780 AB 1992
 DG7474_MARK LOGO: MNDT  
 DG7474_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7474+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG7474
 DG7474  HISTORY     - Date     Condition        Report By
 DG7474  HISTORY     - 1992     MONUMENTED       MNDT
 DG7474
 DG7474                          STATION DESCRIPTION
 DG7474
 DG7474'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7474'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 26, T102N, R47W, 4.2 MI
 DG7474'(6.8 KM) WEST OF BEAVER CREEK.  THE MARK IS SET IN THE SE COR OF FAI
 DG7474'90 BRDG NO 9686, 0.3 MI (0.5 KM) EAST ALONG FAI 90 FROM THE STATE
 DG7474'LINE, AT FAI 90 MP 0.35, AND 26 FT (7.9 M) SOUTH OF EBL OF FAI 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0054 ***********************************************************************
 OQ0054  DESIGNATION -  6780 B
 OQ0054  PID         -  OQ0054
 OQ0054  STATE/COUNTY-  MN/ROCK
 OQ0054  USGS QUAD   -  VALLEY SPRINGS (1978)
 OQ0054
 OQ0054                         *CURRENT SURVEY CONTROL
 OQ0054  ___________________________________________________________________
 OQ0054* NAD 83(1986)-  43 36 40.     (N)    096 25 55.     (W)     SCALED    
 OQ0054* NAVD 88     -       439.005  (meters)    1440.30   (feet)  ADJUSTED  
 OQ0054  ___________________________________________________________________
 OQ0054  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 OQ0054  DYNAMIC HT  -         438.894 (meters)    1439.94  (feet)  COMP
 OQ0054  MODELED GRAV-     980,354.7   (mgal)                       NAVD 88
 OQ0054
 OQ0054  VERT ORDER  -  SECOND    CLASS I
 OQ0054
 OQ0054.The horizontal coordinates were scaled from a topographic map and have
 OQ0054.an estimated accuracy of +/- 6 seconds.
 OQ0054
 OQ0054.The orthometric height was determined by differential leveling
 OQ0054.and adjusted by the National Geodetic Survey in December 2004..
 OQ0054
 OQ0054.The geoid height was determined by GEOID03.
 OQ0054
 OQ0054.The dynamic height is computed by dividing the NAVD 88
 OQ0054.geopotential number by the normal gravity value computed on the
 OQ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0054.degrees latitude (g = 980.6199 gals.).
 OQ0054
 OQ0054.The modeled gravity was interpolated from observed gravity values.
 OQ0054
 OQ0054;                    North         East    Units  Estimated Accuracy
 OQ0054;SPC MN S     -   170,820.      603,690.      MT  (+/- 180 meters Scaled)
 OQ0054
 OQ0054                          SUPERSEDED SURVEY CONTROL
 OQ0054
 OQ0054  NAVD 88 (06/15/91)  438.993  (m)         1440.26   (f) UNKNOWN     2 0
 OQ0054  NGVD 29 (??/??/92)  438.746  (m)         1439.45   (f) ADJ UNCH    2 0
 OQ0054
 OQ0054.Superseded values are not recommended for survey control.
 OQ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0054.See file dsdata.txt to determine how the superseded data were derived.
 OQ0054
 OQ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP072318(NAD 83)
 OQ0054_MARKER: DB = BENCH MARK DISK
 OQ0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0054_SP_SET: CONCRETE POST
 OQ0054_STAMPING: 6780 B 1962
 OQ0054_MARK LOGO: MNHD  
 OQ0054_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OQ0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0054+STABILITY: SURFACE MOTION
 OQ0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0054+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1992
 OQ0054
 OQ0054  HISTORY     - Date     Condition        Report By
 OQ0054  HISTORY     - 1962     MONUMENTED       MNHD
 OQ0054  HISTORY     - 1966     GOOD             MNHD
 OQ0054  HISTORY     - 19910526 GOOD             NGS
 OQ0054  HISTORY     - 19920507 GOOD             MNDT
 OQ0054
 OQ0054                          STATION DESCRIPTION
 OQ0054
 OQ0054'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0054'3 MI W FROM BEAVER CREEK.
 OQ0054'MARK IS LOCATED IN THE N.W. 1/4, SECTION 25, T 102N, R 47W,
 OQ0054'ABOUT 3.0 MILES WEST OF BEAVER CREEK AT T.H. 23.  MARK IS A
 OQ0054'STANDARD DISK STAMPED 6780-B 1962 SET IN A PRE-CAST CONCRETE
 OQ0054'MONUMENT.  785 FEET NORTH FAI 90 AND T.H. 23 INTERCHANGE, 74 FEET
 OQ0054'EAST OF T.H. 23 CENTERLINE, 63 FT. SOUTH OF A FARM ENTRANCE AND
 OQ0054'1.5 FEET WEST OF FENCE.  MARK IS FLUSH WITH THE GROUND.
 OQ0054
 OQ0054                          STATION RECOVERY (1991)
 OQ0054
 OQ0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ0054'18.5 KM (11.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ0054'JUNCTION OF U.S. HIGHWAY 75 IN LUVERNE, THENCE 0.2 KM (0.1 MI)
 OQ0054'NORTHERLY ALONG STATE HIGHWAY 23, 22.6 M (74.1 FT) EAST OF AND LEVEL
 OQ0054'WITH THE HIGHWAY CENTERLINE, 19.1 M (62.7 FT) SOUTH OF THE CENTER OF
 OQ0054'A DRIVEWAY, 1.0 M (3.3 FT) NORTH-NORTHWEST OF A FENCE CORNER, 0.5 M
 OQ0054'(1.6 FT) WEST OF THE FENCE, 0.2 M (0.7 FT) WEST OF A WITNESS POST,
 OQ0054'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OQ0054
 OQ0054                          STATION RECOVERY (1992)
 OQ0054
 OQ0054'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 OQ0054'THE MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  ADDITIONS TO
 OQ0054'THE DESCRIPTION FOLLOW, AT TH 23 MP 1.4, AND 0.5 FT (15.2 CM) WEST OF
 OQ0054'A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0055 ***********************************************************************
 OQ0055  DESIGNATION -  6780 C 1
 OQ0055  PID         -  OQ0055
 OQ0055  STATE/COUNTY-  MN/ROCK
 OQ0055  USGS QUAD   -  VALLEY SPRINGS (1978)
 OQ0055
 OQ0055                         *CURRENT SURVEY CONTROL
 OQ0055  ___________________________________________________________________
 OQ0055* NAD 83(1986)-  43 36 30.     (N)    096 25 29.     (W)     SCALED    
 OQ0055* NAVD 88     -       435.721  (meters)    1429.53   (feet)  ADJUSTED  
 OQ0055  ___________________________________________________________________
 OQ0055  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OQ0055  DYNAMIC HT  -         435.611 (meters)    1429.17  (feet)  COMP
 OQ0055  MODELED GRAV-     980,353.9   (mgal)                       NAVD 88
 OQ0055
 OQ0055  VERT ORDER  -  FIRST     CLASS II
 OQ0055
 OQ0055.The horizontal coordinates were scaled from a topographic map and have
 OQ0055.an estimated accuracy of +/- 6 seconds.
 OQ0055
 OQ0055.The orthometric height was determined by differential leveling
 OQ0055.and adjusted by the National Geodetic Survey in September 1993..
 OQ0055
 OQ0055.The geoid height was determined by GEOID03.
 OQ0055
 OQ0055.The dynamic height is computed by dividing the NAVD 88
 OQ0055.geopotential number by the normal gravity value computed on the
 OQ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0055.degrees latitude (g = 980.6199 gals.).
 OQ0055
 OQ0055.The modeled gravity was interpolated from observed gravity values.
 OQ0055
 OQ0055;                    North         East    Units  Estimated Accuracy
 OQ0055;SPC MN S     -   170,500.      604,270.      MT  (+/- 180 meters Scaled)
 OQ0055
 OQ0055                          SUPERSEDED SURVEY CONTROL
 OQ0055
 OQ0055  NAVD 88 (06/15/91)  435.711  (m)         1429.50   (f) UNKNOWN     1 2
 OQ0055  NGVD 29 (??/??/92)  435.464  (m)         1428.68   (f) ADJ UNCH    1 2
 OQ0055
 OQ0055.Superseded values are not recommended for survey control.
 OQ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0055.See file dsdata.txt to determine how the superseded data were derived.
 OQ0055
 OQ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP078315(NAD 83)
 OQ0055_MARKER: DB = BENCH MARK DISK
 OQ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0055_SP_SET: CONCRETE POST
 OQ0055_STAMPING: 6780 C 1 1962
 OQ0055_MARK LOGO: MNHD  
 OQ0055_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OQ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0055+STABILITY: SURFACE MOTION
 OQ0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0055+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1992
 OQ0055
 OQ0055  HISTORY     - Date     Condition        Report By
 OQ0055  HISTORY     - 1962     MONUMENTED       MNHD
 OQ0055  HISTORY     - 1966     GOOD             MNHD
 OQ0055  HISTORY     - 19910526 GOOD             NGS
 OQ0055  HISTORY     - 19920508 GOOD             MNDT
 OQ0055
 OQ0055                          STATION DESCRIPTION
 OQ0055
 OQ0055'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0055'2.8 MI W FROM BEAVER CREEK.
 OQ0055'MARK IS LOCATED IN THE SW 1/4, SECTION 25, T102N, R47W, ABOUT
 OQ0055'2.8 MILES WEST OF BEAVER CREEK.  ABOUT 0.35 MILE EAST OF FAI 90
 OQ0055'AND T.H. 23.  MARK IS STANDARD DISK, STAMPED 6780 C1 1962,
 OQ0055'SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 97 FEET SOUTH
 OQ0055'OF CENTERLINE OF EASTBOUND FAI 90 (STA. 76+00) AND 1.0 FOOT
 OQ0055'NORTH OF STEEL WITNESS POST.  MARK IS FLUSH WITH GROUND.
 OQ0055
 OQ0055                          STATION RECOVERY (1991)
 OQ0055
 OQ0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ0055'17.9 KM (11.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ0055'JUNCTION OF U.S. HIGHWAY 75 IN LUVERNE, 29.4 M (96.5 FT) SOUTH OF THE
 OQ0055'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 1.0 M (3.3 FT)
 OQ0055'BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6 FT) NORTH OF A FENCE, 0.2 M
 OQ0055'(0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M
 OQ0055'(0.3 FT) BELOW THE GROUND SURFACE.
 OQ0055
 OQ0055                          STATION RECOVERY (1992)
 OQ0055
 OQ0055'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 OQ0055'THE MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0056 ***********************************************************************
 OQ0056  DESIGNATION -  6780 C 2
 OQ0056  PID         -  OQ0056
 OQ0056  STATE/COUNTY-  MN/ROCK
 OQ0056  USGS QUAD   -  VALLEY SPRINGS (1978)
 OQ0056
 OQ0056                         *CURRENT SURVEY CONTROL
 OQ0056  ___________________________________________________________________
 OQ0056* NAD 83(1986)-  43 36 33.     (N)    096 25 18.     (W)     SCALED    
 OQ0056* NAVD 88     -       441.105  (meters)    1447.19   (feet)  ADJUSTED  
 OQ0056  ___________________________________________________________________
 OQ0056  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 OQ0056  DYNAMIC HT  -         440.994 (meters)    1446.83  (feet)  COMP
 OQ0056  MODELED GRAV-     980,353.8   (mgal)                       NAVD 88
 OQ0056
 OQ0056  VERT ORDER  -  SECOND    CLASS I
 OQ0056
 OQ0056.The horizontal coordinates were scaled from a topographic map and have
 OQ0056.an estimated accuracy of +/- 6 seconds.
 OQ0056
 OQ0056.The orthometric height was determined by differential leveling
 OQ0056.and adjusted by the National Geodetic Survey in December 2004..
 OQ0056
 OQ0056.The geoid height was determined by GEOID03.
 OQ0056
 OQ0056.The dynamic height is computed by dividing the NAVD 88
 OQ0056.geopotential number by the normal gravity value computed on the
 OQ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0056.degrees latitude (g = 980.6199 gals.).
 OQ0056
 OQ0056.The modeled gravity was interpolated from observed gravity values.
 OQ0056
 OQ0056;                    North         East    Units  Estimated Accuracy
 OQ0056;SPC MN S     -   170,580.      604,520.      MT  (+/- 180 meters Scaled)
 OQ0056
 OQ0056                          SUPERSEDED SURVEY CONTROL
 OQ0056
 OQ0056  NAVD 88 (09/29/93)  441.094  (m)         1447.16   (f) UNKNOWN     1 2
 OQ0056  NAVD 88 (06/15/91)  441.080  (m)         1447.11   (f) UNKNOWN     1 2
 OQ0056  NGVD 29 (??/??/92)  440.833  (m)         1446.30   (f) ADJ UNCH    1 2
 OQ0056
 OQ0056.Superseded values are not recommended for survey control.
 OQ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0056.See file dsdata.txt to determine how the superseded data were derived.
 OQ0056
 OQ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP080316(NAD 83)
 OQ0056_MARKER: DB = BENCH MARK DISK
 OQ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0056_SP_SET: CONCRETE POST
 OQ0056_STAMPING: 6780 C 2 1962
 OQ0056_MARK LOGO: MNHD  
 OQ0056_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OQ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0056+STABILITY: SURFACE MOTION
 OQ0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0056+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1992
 OQ0056
 OQ0056  HISTORY     - Date     Condition        Report By
 OQ0056  HISTORY     - 1962     MONUMENTED       MNHD
 OQ0056  HISTORY     - 1966     GOOD             MNHD
 OQ0056  HISTORY     - 19910526 GOOD             NGS
 OQ0056  HISTORY     - 19920508 GOOD             MNDT
 OQ0056
 OQ0056                          STATION DESCRIPTION
 OQ0056
 OQ0056'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0056'2.6 MI W FROM BEAVER CREEK.
 OQ0056'MARK IS LOCATED NEAR THE CENTER OF SECTION 25, T102N, R47W, 0.5
 OQ0056'MILE EAST OF FAI 90 AND T.H. INTERCHANGE.  MARK IS STANDARD DISK,
 OQ0056'STAMPED 6780-C2 1962, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK
 OQ0056'IS 97 FEET NORTH OF THE CENTERLINE OF WESTBOUND FAI 90 (STA. 94+00)
 OQ0056'AND 1.0 FOOT SOUTH OF STEEL WITNESS POST.  MARK IS FLUSH WITH
 OQ0056'GROUND.
 OQ0056
 OQ0056                          STATION RECOVERY (1991)
 OQ0056
 OQ0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ0056'17.3 KM (10.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ0056'JUNCTION OF U.S. HIGHWAY 75 IN LUVERNE, 42.1 M (138.1 FT) WEST OF A
 OQ0056'FENCE CORNER, 29.6 M (97.1 FT) NORTH OF THE CENTERLINE OF THE
 OQ0056'WESTBOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE
 OQ0056'HIGHWAY, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.2 M (0.7 FT) SOUTH OF A
 OQ0056'WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 OQ0056'GROUND SURFACE.
 OQ0056
 OQ0056                          STATION RECOVERY (1992)
 OQ0056
 OQ0056'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 OQ0056'THE MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0057 ***********************************************************************
 OQ0057  DESIGNATION -  6780 D 1
 OQ0057  PID         -  OQ0057
 OQ0057  STATE/COUNTY-  MN/ROCK
 OQ0057  USGS QUAD   -  VALLEY SPRINGS (1978)
 OQ0057
 OQ0057                         *CURRENT SURVEY CONTROL
 OQ0057  ___________________________________________________________________
 OQ0057* NAD 83(1986)-  43 36 30.     (N)    096 24 30.     (W)     SCALED    
 OQ0057* NAVD 88     -       440.515  (meters)    1445.26   (feet)  ADJUSTED  
 OQ0057  ___________________________________________________________________
 OQ0057  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 OQ0057  DYNAMIC HT  -         440.403 (meters)    1444.89  (feet)  COMP
 OQ0057  MODELED GRAV-     980,352.8   (mgal)                       NAVD 88
 OQ0057
 OQ0057  VERT ORDER  -  FIRST     CLASS II
 OQ0057
 OQ0057.The horizontal coordinates were scaled from a topographic map and have
 OQ0057.an estimated accuracy of +/- 6 seconds.
 OQ0057
 OQ0057.The orthometric height was determined by differential leveling
 OQ0057.and adjusted by the National Geodetic Survey in September 1993..
 OQ0057
 OQ0057.The geoid height was determined by GEOID03.
 OQ0057
 OQ0057.The dynamic height is computed by dividing the NAVD 88
 OQ0057.geopotential number by the normal gravity value computed on the
 OQ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0057.degrees latitude (g = 980.6199 gals.).
 OQ0057
 OQ0057.The modeled gravity was interpolated from observed gravity values.
 OQ0057
 OQ0057;                    North         East    Units  Estimated Accuracy
 OQ0057;SPC MN S     -   170,460.      605,590.      MT  (+/- 180 meters Scaled)
 OQ0057
 OQ0057                          SUPERSEDED SURVEY CONTROL
 OQ0057
 OQ0057  NAVD 88 (06/15/91)  440.508  (m)         1445.23   (f) UNKNOWN     1 2
 OQ0057  NGVD 29 (??/??/92)  440.261  (m)         1444.42   (f) ADJ UNCH    1 2
 OQ0057
 OQ0057.Superseded values are not recommended for survey control.
 OQ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0057.See file dsdata.txt to determine how the superseded data were derived.
 OQ0057
 OQ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP091316(NAD 83)
 OQ0057_MARKER: DB = BENCH MARK DISK
 OQ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0057_SP_SET: CONCRETE POST
 OQ0057_STAMPING: 6780 D 1 1962
 OQ0057_MARK LOGO: MNHD  
 OQ0057_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OQ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0057+STABILITY: SURFACE MOTION
 OQ0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0057+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1992
 OQ0057
 OQ0057  HISTORY     - Date     Condition        Report By
 OQ0057  HISTORY     - 1962     MONUMENTED       MNHD
 OQ0057  HISTORY     - 1966     GOOD             MNHD
 OQ0057  HISTORY     - 19910526 GOOD             NGS
 OQ0057  HISTORY     - 19920508 GOOD             MNDT
 OQ0057
 OQ0057                          STATION DESCRIPTION
 OQ0057
 OQ0057'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0057'2.4 MI W FROM BEAVER CREEK.
 OQ0057'MARK IS LOCATED IN THE SW 1/4, SECTION 30, T102N, R46W, ABOUT
 OQ0057'2.4 MILES WEST OF BEAVER CREEK.  MARK IS A STANDARD DISK, STAMPED
 OQ0057'6780 D1 1962, SET IN A PRE-CAST CONCRETE MONUMENT.  97 FEET SOUTH
 OQ0057'OF THE CENTERLINE OF EASTBOUND FAI 90 (STA. 118+00), 3.0 FEET
 OQ0057'NORTH OF FENCE AND 1.0 FOOT NORTH OF STEEL WITNESS POST.  MARK IS
 OQ0057'FLUSH WITH THE GROUND.
 OQ0057
 OQ0057                          STATION RECOVERY (1991)
 OQ0057
 OQ0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ0057'16.6 KM (10.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ0057'JUNCTION OF U.S. HIGHWAY 75 IN LUVERNE, 29.4 M (96.5 FT) SOUTH OF THE
 OQ0057'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT)
 OQ0057'BELOW THE LEVEL OF THE HIGHWAY, 0.9 M (3.0 FT) NORTH OF A FENCE, 0.3 M
 OQ0057'(1.0 FT) NORTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 OQ0057'GROUND SURFACE.
 OQ0057
 OQ0057                          STATION RECOVERY (1992)
 OQ0057
 OQ0057'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 OQ0057'THE MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0061 ***********************************************************************
 OQ0061  DESIGNATION -  6780 D 2
 OQ0061  PID         -  OQ0061
 OQ0061  STATE/COUNTY-  MN/ROCK
 OQ0061  USGS QUAD   -  VALLEY SPRINGS (1978)
 OQ0061
 OQ0061                         *CURRENT SURVEY CONTROL
 OQ0061  ___________________________________________________________________
 OQ0061* NAD 83(1986)-  43 36 30.     (N)    096 24 04.     (W)     SCALED    
 OQ0061* NAVD 88     -       443.706  (meters)    1455.73   (feet)  ADJUSTED  
 OQ0061  ___________________________________________________________________
 OQ0061  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 OQ0061  DYNAMIC HT  -         443.593 (meters)    1455.35  (feet)  COMP
 OQ0061  MODELED GRAV-     980,352.3   (mgal)                       NAVD 88
 OQ0061
 OQ0061  VERT ORDER  -  SECOND    CLASS 0
 OQ0061
 OQ0061.The horizontal coordinates were scaled from a topographic map and have
 OQ0061.an estimated accuracy of +/- 6 seconds.
 OQ0061
 OQ0061.The orthometric height was determined by differential leveling
 OQ0061.and adjusted by the National Geodetic Survey in June 1991..
 OQ0061
 OQ0061.The geoid height was determined by GEOID03.
 OQ0061
 OQ0061.The dynamic height is computed by dividing the NAVD 88
 OQ0061.geopotential number by the normal gravity value computed on the
 OQ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0061.degrees latitude (g = 980.6199 gals.).
 OQ0061
 OQ0061.The modeled gravity was interpolated from observed gravity values.
 OQ0061
 OQ0061;                    North         East    Units  Estimated Accuracy
 OQ0061;SPC MN S     -   170,440.      606,170.      MT  (+/- 180 meters Scaled)
 OQ0061
 OQ0061                          SUPERSEDED SURVEY CONTROL
 OQ0061
 OQ0061  NGVD 29 (??/??/92)  443.459  (m)         1454.92   (f) ADJ UNCH    2 0
 OQ0061
 OQ0061.Superseded values are not recommended for survey control.
 OQ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0061.See file dsdata.txt to determine how the superseded data were derived.
 OQ0061
 OQ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP097316(NAD 83)
 OQ0061_MARKER: DD = SURVEY DISK
 OQ0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0061_STAMPING: 6780-D2 1962
 OQ0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0061+STABILITY: SURFACE MOTION
 OQ0061
 OQ0061  HISTORY     - Date     Condition        Report By
 OQ0061  HISTORY     - 1962     MONUMENTED       MNHD
 OQ0061  HISTORY     - 1966     GOOD             MNHD
 OQ0061  HISTORY     - 19910526 MARK NOT FOUND   NGS
 OQ0061
 OQ0061                          STATION DESCRIPTION
 OQ0061
 OQ0061'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0061'1.3 MI W FROM BEAVER CREEK.
 OQ0061'MARK IS LOCATED IN THE SE 1/4, SECTION 30, T102N, R46W, ABOUT 1.3
 OQ0061'MILES WEST OF BEAVER CREEK AT STATION.  MARK IS STANDARD DISK,
 OQ0061'STAMPED 6780 D2 1962, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK
 OQ0061'IS 98 FEET SOUTH OF THE CENTERLINE OF EASTBOUND FAI 90 (STA.
 OQ0061'138+00), 2.0 FEET NORTH OF FENCE AND 0.5 FOOT NORTH OF STEEL
 OQ0061'WITNESS POST.  MARK IS FLUSH WITH GROUND.
 OQ0061
 OQ0061                          STATION RECOVERY (1991)
 OQ0061
 OQ0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0062 ***********************************************************************
 OQ0062  DESIGNATION -  6780 E 1
 OQ0062  PID         -  OQ0062
 OQ0062  STATE/COUNTY-  MN/ROCK
 OQ0062  USGS QUAD   -  VALLEY SPRINGS (1978)
 OQ0062
 OQ0062                         *CURRENT SURVEY CONTROL
 OQ0062  ___________________________________________________________________
 OQ0062* NAD 83(1986)-  43 36 30.     (N)    096 23 20.     (W)     SCALED    
 OQ0062* NAVD 88     -       428.291  (meters)    1405.15   (feet)  ADJUSTED  
 OQ0062  ___________________________________________________________________
 OQ0062  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 OQ0062  DYNAMIC HT  -         428.181 (meters)    1404.79  (feet)  COMP
 OQ0062  MODELED GRAV-     980,351.7   (mgal)                       NAVD 88
 OQ0062
 OQ0062  VERT ORDER  -  FIRST     CLASS II
 OQ0062
 OQ0062.The horizontal coordinates were scaled from a topographic map and have
 OQ0062.an estimated accuracy of +/- 6 seconds.
 OQ0062
 OQ0062.The orthometric height was determined by differential leveling
 OQ0062.and adjusted by the National Geodetic Survey in September 1993..
 OQ0062
 OQ0062.The geoid height was determined by GEOID03.
 OQ0062
 OQ0062.The dynamic height is computed by dividing the NAVD 88
 OQ0062.geopotential number by the normal gravity value computed on the
 OQ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0062.degrees latitude (g = 980.6199 gals.).
 OQ0062
 OQ0062.The modeled gravity was interpolated from observed gravity values.
 OQ0062
 OQ0062;                    North         East    Units  Estimated Accuracy
 OQ0062;SPC MN S     -   170,410.      607,160.      MT  (+/- 180 meters Scaled)
 OQ0062
 OQ0062                          SUPERSEDED SURVEY CONTROL
 OQ0062
 OQ0062  NAVD 88 (06/15/91)  428.309  (m)         1405.21   (f) UNKNOWN     1 2
 OQ0062  NGVD 29 (??/??/92)  428.062  (m)         1404.40   (f) ADJ UNCH    1 2
 OQ0062
 OQ0062.Superseded values are not recommended for survey control.
 OQ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0062.See file dsdata.txt to determine how the superseded data were derived.
 OQ0062
 OQ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP107316(NAD 83)
 OQ0062_MARKER: DD = SURVEY DISK
 OQ0062_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ0062_SP_SET: HEADWALL
 OQ0062_STAMPING: 6780 E 1 1962
 OQ0062_MARK LOGO: MNHD  
 OQ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0062+STABILITY: SURFACE MOTION
 OQ0062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OQ0062+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1991
 OQ0062
 OQ0062  HISTORY     - Date     Condition        Report By
 OQ0062  HISTORY     - 1962     MONUMENTED       MNHD
 OQ0062  HISTORY     - 1966     GOOD             MNHD
 OQ0062  HISTORY     - 19910526 GOOD             NGS
 OQ0062
 OQ0062                          STATION DESCRIPTION
 OQ0062
 OQ0062'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0062'0.8 MI W FROM BEAVER CREEK.
 OQ0062'MARK IS LOCATED IN THE SW 1/4, SECTION 29, T102N, R46W, ABOUT
 OQ0062'0.8 MILE WEST OF BEAVER CREEK.  MARK IS STANDARD DISK, STAMPED
 OQ0062'6780 E1 1962 SET IN A SE CORNER OF A TWIN BOX CULVERT.  MARK IS
 OQ0062'44 FEET SOUTH OF THE CENTERLINE OF EASTBOUND FAI 90 (STA. 170+70)
 OQ0062'AND 0.5 MILE WEST OF FAI 90 AND T.H. 16.
 OQ0062
 OQ0062                          STATION RECOVERY (1991)
 OQ0062
 OQ0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OQ0062'14.9 KM (9.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ0062'JUNCTION OF U.S. HIGHWAY 75 IN LUVERNE, IN TOP OF AND 0.3 M (1.0 FT)
 OQ0062'WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A DOUBLE BOX
 OQ0062'CULVERT, 13.4 M (44.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 OQ0062'LANES OF THE HIGHWAY, AND 2.0 M (6.6 FT) BELOW THE LEVEL OF THE
 OQ0062'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0063 ***********************************************************************
 OQ0063  DESIGNATION -  6780 E 2
 OQ0063  PID         -  OQ0063
 OQ0063  STATE/COUNTY-  MN/ROCK
 OQ0063  USGS QUAD   -  VALLEY SPRINGS (1978)
 OQ0063
 OQ0063                         *CURRENT SURVEY CONTROL
 OQ0063  ___________________________________________________________________
 OQ0063* NAD 83(1986)-  43 36 30.     (N)    096 22 33.     (W)     SCALED    
 OQ0063* NAVD 88     -       447.249  (meters)    1467.35   (feet)  ADJUSTED  
 OQ0063  ___________________________________________________________________
 OQ0063  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 OQ0063  DYNAMIC HT  -         447.135 (meters)    1466.98  (feet)  COMP
 OQ0063  MODELED GRAV-     980,351.1   (mgal)                       NAVD 88
 OQ0063
 OQ0063  VERT ORDER  -  SECOND    CLASS 0
 OQ0063
 OQ0063.The horizontal coordinates were scaled from a topographic map and have
 OQ0063.an estimated accuracy of +/- 6 seconds.
 OQ0063
 OQ0063.The orthometric height was determined by differential leveling
 OQ0063.and adjusted by the National Geodetic Survey in June 1991..
 OQ0063
 OQ0063.The geoid height was determined by GEOID03.
 OQ0063
 OQ0063.The dynamic height is computed by dividing the NAVD 88
 OQ0063.geopotential number by the normal gravity value computed on the
 OQ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0063.degrees latitude (g = 980.6199 gals.).
 OQ0063
 OQ0063.The modeled gravity was interpolated from observed gravity values.
 OQ0063
 OQ0063;                    North         East    Units  Estimated Accuracy
 OQ0063;SPC MN S     -   170,380.      608,210.      MT  (+/- 180 meters Scaled)
 OQ0063
 OQ0063                          SUPERSEDED SURVEY CONTROL
 OQ0063
 OQ0063  NGVD 29 (??/??/92)  447.003  (m)         1466.54   (f) ADJ UNCH    2 0
 OQ0063
 OQ0063.Superseded values are not recommended for survey control.
 OQ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0063.See file dsdata.txt to determine how the superseded data were derived.
 OQ0063
 OQ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP117317(NAD 83)
 OQ0063_MARKER: DD = SURVEY DISK
 OQ0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0063_SP_SET: BRIDGE
 OQ0063_STAMPING: 6780-E2 1966
 OQ0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0063
 OQ0063  HISTORY     - Date     Condition        Report By
 OQ0063  HISTORY     - 1966     MONUMENTED       MNHD
 OQ0063  HISTORY     - 1980     GOOD             MNDT
 OQ0063
 OQ0063                          STATION DESCRIPTION
 OQ0063
 OQ0063'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0063'0.2 MI W FROM BEAVER CREEK.
 OQ0063'MARK IS LOCATED IN THE SE 1/4, SECTION 29, T102N, R46W, AT FAI 90
 OQ0063'AND T.H. 16 INTERSECTION.  MARK IS STANDARD DISK, STAMPED
 OQ0063'6780 E2 1966, SET IN SE CORNER OF BRIDGE (NO. 9689).
 OQ0063'(EASTBOUND FAI 90 OVER T.H. 16).
 OQ0063
 OQ0063                          STATION RECOVERY (1980)
 OQ0063
 OQ0063'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OQ0063'THE BENCH MARK IS AT THE JUNCTION OF INTERSTATE 90 AND TRUNK HIGHWAY
 OQ0063'17 WEST OF BEAVER CREEK. A STANDARD MND DISK, STAMPED "6780 E 2
 OQ0063'1980", SET IN THE SOUTHWEST CORNER OF BRIDGE NUMBER 9689, INTERSTATE
 OQ0063'90 WESTBOUND OVER THE CHICAGO AND NORTHWESTERN RAILWAY AND TRUNK
 OQ0063'HIGHWAY 17 (FORMERLY TRUNK HIGHWAY 16). INTERSTATE 90 MILE POINT 3.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0067 ***********************************************************************
 OQ0067  DESIGNATION -  6780 F
 OQ0067  PID         -  OQ0067
 OQ0067  STATE/COUNTY-  MN/ROCK
 OQ0067  USGS QUAD   -  HILLS (1978)
 OQ0067
 OQ0067                         *CURRENT SURVEY CONTROL
 OQ0067  ___________________________________________________________________
 OQ0067* NAD 83(1986)-  43 36 28.     (N)    096 21 06.     (W)     SCALED    
 OQ0067* NAVD 88     -       468.353  (meters)    1536.59   (feet)  ADJUSTED  
 OQ0067  ___________________________________________________________________
 OQ0067  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 OQ0067  DYNAMIC HT  -         468.234 (meters)    1536.20  (feet)  COMP
 OQ0067  MODELED GRAV-     980,350.6   (mgal)                       NAVD 88
 OQ0067
 OQ0067  VERT ORDER  -  SECOND    CLASS 0
 OQ0067
 OQ0067.The horizontal coordinates were scaled from a topographic map and have
 OQ0067.an estimated accuracy of +/- 6 seconds.
 OQ0067
 OQ0067.The orthometric height was determined by differential leveling
 OQ0067.and adjusted by the National Geodetic Survey in June 1991..
 OQ0067
 OQ0067.The geoid height was determined by GEOID03.
 OQ0067
 OQ0067.The dynamic height is computed by dividing the NAVD 88
 OQ0067.geopotential number by the normal gravity value computed on the
 OQ0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0067.degrees latitude (g = 980.6199 gals.).
 OQ0067
 OQ0067.The modeled gravity was interpolated from observed gravity values.
 OQ0067
 OQ0067;                    North         East    Units  Estimated Accuracy
 OQ0067;SPC MN S     -   170,260.      610,160.      MT  (+/- 180 meters Scaled)
 OQ0067
 OQ0067                          SUPERSEDED SURVEY CONTROL
 OQ0067
 OQ0067  NGVD 29 (??/??/92)  468.104  (m)         1535.77   (f) ADJ UNCH    2 0
 OQ0067
 OQ0067.Superseded values are not recommended for survey control.
 OQ0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0067.See file dsdata.txt to determine how the superseded data were derived.
 OQ0067
 OQ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP137317(NAD 83)
 OQ0067_MARKER: DD = SURVEY DISK
 OQ0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0067_SP_SET: BRIDGE
 OQ0067_STAMPING: 6780-F 1966
 OQ0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0067
 OQ0067  HISTORY     - Date     Condition        Report By
 OQ0067  HISTORY     - 1966     MONUMENTED       MNHD
 OQ0067  HISTORY     - 1977     GOOD             MNHD
 OQ0067  HISTORY     - 20050713 GOOD             GEOCAC
 OQ0067
 OQ0067                          STATION DESCRIPTION
 OQ0067
 OQ0067'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0067'AT BEAVER CREEK.
 OQ0067'MARK IS LOCATED IN SW 1/4 SECTION 27, T102N, R46W, AT THE SOUTHEAST
 OQ0067'CORNER OF BEAVER CREEK.  MARK IS STANDARD DISK STAMPED 6780 F
 OQ0067'1966, SET IN SE CORNER BRIDGE (NO. 9774) (COUNTY ROAD 6 OVER
 OQ0067'FAI 90).
 OQ0067
 OQ0067                          STATION RECOVERY (1977)
 OQ0067
 OQ0067'RECOVERY NOTE BY MN HIGHWAY DEPT 1977
 OQ0067'THE BENCH MARK IS AT THE JUNCTION INTERSTATE 90 AND COUNTY ROAD 6, A
 OQ0067'STANDARD MHD DISK, STAMPED "6780 F 1966", SET IN THE SOUTHEAST CORNER
 OQ0067'OF BRIDGE NO. 9774, COUNTY ROAD 6 OVER INTERSTATE 90.
 OQ0067
 OQ0067                          STATION RECOVERY (2005)
 OQ0067
 OQ0067'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 OQ0067'HANDHELD COORDINATES ARE N43-36-29.52 W096-21-08.16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0072 ***********************************************************************
 OQ0072  DESIGNATION -  6780 G
 OQ0072  PID         -  OQ0072
 OQ0072  STATE/COUNTY-  MN/ROCK
 OQ0072  USGS QUAD   -  HILLS NE (1967)
 OQ0072
 OQ0072                         *CURRENT SURVEY CONTROL
 OQ0072  ___________________________________________________________________
 OQ0072* NAD 83(1986)-  43 37 37.     (N)    096 16 21.     (W)     SCALED    
 OQ0072* NAVD 88     -       471.424  (meters)    1546.66   (feet)  ADJUSTED  
 OQ0072  ___________________________________________________________________
 OQ0072  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OQ0072  DYNAMIC HT  -         471.307 (meters)    1546.28  (feet)  COMP
 OQ0072  MODELED GRAV-     980,356.7   (mgal)                       NAVD 88
 OQ0072
 OQ0072  VERT ORDER  -  SECOND    CLASS 0
 OQ0072
 OQ0072.The horizontal coordinates were scaled from a topographic map and have
 OQ0072.an estimated accuracy of +/- 6 seconds.
 OQ0072
 OQ0072.The orthometric height was determined by differential leveling
 OQ0072.and adjusted by the National Geodetic Survey in June 1991..
 OQ0072
 OQ0072.The geoid height was determined by GEOID03.
 OQ0072
 OQ0072.The dynamic height is computed by dividing the NAVD 88
 OQ0072.geopotential number by the normal gravity value computed on the
 OQ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0072.degrees latitude (g = 980.6199 gals.).
 OQ0072
 OQ0072.The modeled gravity was interpolated from observed gravity values.
 OQ0072
 OQ0072;                    North         East    Units  Estimated Accuracy
 OQ0072;SPC MN S     -   172,210.      616,610.      MT  (+/- 180 meters Scaled)
 OQ0072
 OQ0072                          SUPERSEDED SURVEY CONTROL
 OQ0072
 OQ0072  NGVD 29 (??/??/92)  471.169  (m)         1545.83   (f) ADJ UNCH    2 0
 OQ0072
 OQ0072.Superseded values are not recommended for survey control.
 OQ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0072.See file dsdata.txt to determine how the superseded data were derived.
 OQ0072
 OQ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP200340(NAD 83)
 OQ0072_MARKER: DD = SURVEY DISK
 OQ0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0072_SP_SET: BRIDGE
 OQ0072_STAMPING: 6780-G 1966
 OQ0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0072
 OQ0072  HISTORY     - Date     Condition        Report By
 OQ0072  HISTORY     - 1966     MONUMENTED       MNHD
 OQ0072
 OQ0072                          STATION DESCRIPTION
 OQ0072
 OQ0072'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0072'3 MI SW FROM LUVERENE.
 OQ0072'MARK IS LOCATED IN THE NW 1/4 SECTION 20, T102N, R45W, AT COUNTY
 OQ0072'ROAD 11 OVER FAI 90.  MARK IS STANDARD DISK, STAMPED 6780 G 1966,
 OQ0072'SET IN SE CORNER OF BRIDGE (NO. 67801).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0077 ***********************************************************************
 OQ0077  DESIGNATION -  6780 M
 OQ0077  PID         -  OQ0077
 OQ0077  STATE/COUNTY-  MN/ROCK
 OQ0077  USGS QUAD   -  LUVERNE (1978)
 OQ0077
 OQ0077                         *CURRENT SURVEY CONTROL
 OQ0077  ___________________________________________________________________
 OQ0077* NAD 83(1986)-  43 38 15.     (N)    096 13 57.     (W)     SCALED    
 OQ0077* NAVD 88     -       444.556  (meters)    1458.51   (feet)  ADJUSTED  
 OQ0077  ___________________________________________________________________
 OQ0077  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OQ0077  DYNAMIC HT  -         444.445 (meters)    1458.15  (feet)  COMP
 OQ0077  MODELED GRAV-     980,356.6   (mgal)                       NAVD 88
 OQ0077
 OQ0077  VERT ORDER  -  SECOND    CLASS 0
 OQ0077
 OQ0077.The horizontal coordinates were scaled from a topographic map and have
 OQ0077.an estimated accuracy of +/- 6 seconds.
 OQ0077
 OQ0077.The orthometric height was determined by differential leveling
 OQ0077.and adjusted by the National Geodetic Survey in June 1991..
 OQ0077
 OQ0077.The geoid height was determined by GEOID03.
 OQ0077
 OQ0077.The dynamic height is computed by dividing the NAVD 88
 OQ0077.geopotential number by the normal gravity value computed on the
 OQ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0077.degrees latitude (g = 980.6199 gals.).
 OQ0077
 OQ0077.The modeled gravity was interpolated from observed gravity values.
 OQ0077
 OQ0077;                    North         East    Units  Estimated Accuracy
 OQ0077;SPC MN S     -   173,300.      619,870.      MT  (+/- 180 meters Scaled)
 OQ0077
 OQ0077                          SUPERSEDED SURVEY CONTROL
 OQ0077
 OQ0077  NGVD 29 (??/??/92)  444.307  (m)         1457.70   (f) ADJ UNCH    2 0
 OQ0077
 OQ0077.Superseded values are not recommended for survey control.
 OQ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0077.See file dsdata.txt to determine how the superseded data were derived.
 OQ0077
 OQ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP232353(NAD 83)
 OQ0077_MARKER: DD = SURVEY DISK
 OQ0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0077_STAMPING: 6780-M 1966
 OQ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0077+STABILITY: SURFACE MOTION
 OQ0077
 OQ0077  HISTORY     - Date     Condition        Report By
 OQ0077  HISTORY     - 1966     MONUMENTED       MNHD
 OQ0077
 OQ0077                          STATION DESCRIPTION
 OQ0077
 OQ0077'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0077'0.8 MI W FROM LUVERNE.
 OQ0077'MARK IS LOCATED IN SW 1/4, SECTION 15, T102N, R45W ABOUT 1.0 MILE
 OQ0077'WEST OF T.H. 75 AND FAI 90 INTERCHANGE.  MARK IS STANDARD DISK,
 OQ0077'STAMPED 6780-M 1966, SET IN A PRE-CAST CONCRETE MONUMENT.  THE
 OQ0077'MARK IS 50 FEET SOUTH OF CENTERLINE OF EASTBOUND LANE FAI 90,
 OQ0077'STA. 605+25) 1.0 FOOT NORTH OF STEEL WITNESS POST AND BURIED 6
 OQ0077'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0083 ***********************************************************************
 OQ0083  DESIGNATION -  6780 P
 OQ0083  PID         -  OQ0083
 OQ0083  STATE/COUNTY-  MN/ROCK
 OQ0083  USGS QUAD   -  LUVERNE (1978)
 OQ0083
 OQ0083                         *CURRENT SURVEY CONTROL
 OQ0083  ___________________________________________________________________
 OQ0083* NAD 83(1986)-  43 38 19.     (N)    096 11 57.     (W)     SCALED    
 OQ0083* NAVD 88     -       438.479  (meters)    1438.58   (feet)  ADJUSTED  
 OQ0083  ___________________________________________________________________
 OQ0083  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OQ0083  DYNAMIC HT  -         438.369 (meters)    1438.22  (feet)  COMP
 OQ0083  MODELED GRAV-     980,356.4   (mgal)                       NAVD 88
 OQ0083
 OQ0083  VERT ORDER  -  SECOND    CLASS 0
 OQ0083
 OQ0083.The horizontal coordinates were scaled from a topographic map and have
 OQ0083.an estimated accuracy of +/- 6 seconds.
 OQ0083
 OQ0083.The orthometric height was determined by differential leveling
 OQ0083.and adjusted by the National Geodetic Survey in June 1991..
 OQ0083
 OQ0083.The geoid height was determined by GEOID03.
 OQ0083
 OQ0083.The dynamic height is computed by dividing the NAVD 88
 OQ0083.geopotential number by the normal gravity value computed on the
 OQ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0083.degrees latitude (g = 980.6199 gals.).
 OQ0083
 OQ0083.The modeled gravity was interpolated from observed gravity values.
 OQ0083
 OQ0083;                    North         East    Units  Estimated Accuracy
 OQ0083;SPC MN S     -   173,350.      622,560.      MT  (+/- 180 meters Scaled)
 OQ0083
 OQ0083                          SUPERSEDED SURVEY CONTROL
 OQ0083
 OQ0083  NGVD 29 (??/??/92)  438.232  (m)         1437.77   (f) ADJ UNCH    2 0
 OQ0083
 OQ0083.Superseded values are not recommended for survey control.
 OQ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0083.See file dsdata.txt to determine how the superseded data were derived.
 OQ0083
 OQ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP259355(NAD 83)
 OQ0083_MARKER: DD = SURVEY DISK
 OQ0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0083_SP_SET: ABUTMENT
 OQ0083_STAMPING: 6780-P 1966
 OQ0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0083
 OQ0083  HISTORY     - Date     Condition        Report By
 OQ0083  HISTORY     - 1966     MONUMENTED       MNHD
 OQ0083
 OQ0083                          STATION DESCRIPTION
 OQ0083
 OQ0083'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0083'0.5 MI S FROM LUVERNE.
 OQ0083'MARK IS LOCATED IN THE SE 1/4, SECTION 14, T102N, R45W, IN THE
 OQ0083'SOUTHEAST CORNER OF BRIDGE (NO. 67806) OF FAI 90 OVER THE ROCK
 OQ0083'RIVER, 0.8 MILE EAST OF T.H. 75.  MARK IS STANDARD DISK, STAMPED
 OQ0083'6780 P 1966, SET IN SE CORNER OF BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0084 ***********************************************************************
 OQ0084  DESIGNATION -  6780 P 1
 OQ0084  PID         -  OQ0084
 OQ0084  STATE/COUNTY-  MN/ROCK
 OQ0084  USGS QUAD   -  LUVERNE (1978)
 OQ0084
 OQ0084                         *CURRENT SURVEY CONTROL
 OQ0084  ___________________________________________________________________
 OQ0084* NAD 83(1986)-  43 38 18.     (N)    096 11 57.     (W)     SCALED    
 OQ0084* NAVD 88     -       438.500  (meters)    1438.65   (feet)  ADJUSTED  
 OQ0084  ___________________________________________________________________
 OQ0084  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OQ0084  DYNAMIC HT  -         438.391 (meters)    1438.29  (feet)  COMP
 OQ0084  MODELED GRAV-     980,356.5   (mgal)                       NAVD 88
 OQ0084
 OQ0084  VERT ORDER  -  SECOND    CLASS 0
 OQ0084
 OQ0084.The horizontal coordinates were scaled from a topographic map and have
 OQ0084.an estimated accuracy of +/- 6 seconds.
 OQ0084
 OQ0084.The orthometric height was determined by differential leveling
 OQ0084.and adjusted by the National Geodetic Survey in June 1991..
 OQ0084
 OQ0084.The geoid height was determined by GEOID03.
 OQ0084
 OQ0084.The dynamic height is computed by dividing the NAVD 88
 OQ0084.geopotential number by the normal gravity value computed on the
 OQ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0084.degrees latitude (g = 980.6199 gals.).
 OQ0084
 OQ0084.The modeled gravity was interpolated from observed gravity values.
 OQ0084
 OQ0084;                    North         East    Units  Estimated Accuracy
 OQ0084;SPC MN S     -   173,320.      622,560.      MT  (+/- 180 meters Scaled)
 OQ0084
 OQ0084                          SUPERSEDED SURVEY CONTROL
 OQ0084
 OQ0084  NGVD 29 (??/??/92)  438.253  (m)         1437.84   (f) ADJ UNCH    2 0
 OQ0084
 OQ0084.Superseded values are not recommended for survey control.
 OQ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0084.See file dsdata.txt to determine how the superseded data were derived.
 OQ0084
 OQ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP259355(NAD 83)
 OQ0084_MARKER: DD = SURVEY DISK
 OQ0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0084_SP_SET: ABUTMENT
 OQ0084_STAMPING: 6780-P1 1966
 OQ0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0084
 OQ0084  HISTORY     - Date     Condition        Report By
 OQ0084  HISTORY     - 1966     MONUMENTED       MNHD
 OQ0084
 OQ0084                          STATION DESCRIPTION
 OQ0084
 OQ0084'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0084'0.5 MI S FROM LUVERNE.
 OQ0084'MARK IS LOCATED IN SE 1/4, SECTION 14, T102N, R45W, IN THE
 OQ0084'SOUTHEAST CORNER OF BRIDGE (67805 WEST BOUND LANE FAI 90 OVER
 OQ0084'THE ROCK RIVER).  MARK IS STANDARD DISK, STAMPED 6780 P1 1966
 OQ0084'SET IN SE CORNER BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0085 ***********************************************************************
 OQ0085  DESIGNATION -  6780 Q
 OQ0085  PID         -  OQ0085
 OQ0085  STATE/COUNTY-  MN/ROCK
 OQ0085  USGS QUAD   -  LUVERNE (1978)
 OQ0085
 OQ0085                         *CURRENT SURVEY CONTROL
 OQ0085  ___________________________________________________________________
 OQ0085* NAD 83(1996)-  43 38 16.79242(N)    096 11 00.37393(W)     ADJUSTED  
 OQ0085* NAVD 88     -       451.172  (meters)    1480.22   (feet)  ADJUSTED  
 OQ0085  ___________________________________________________________________
 OQ0085  X           -    -498,020.542 (meters)                     COMP
 OQ0085  Y           -  -4,596,732.794 (meters)                     COMP
 OQ0085  Z           -   4,379,363.673 (meters)                     COMP
 OQ0085  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 OQ0085  ELLIP HEIGHT-         424.75  (meters)          (02/05/03) GPS OBS
 OQ0085  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OQ0085  DYNAMIC HT  -         451.059 (meters)    1479.85  (feet)  COMP
 OQ0085  MODELED GRAV-     980,356.8   (mgal)                       NAVD 88
 OQ0085
 OQ0085  HORZ ORDER  -  FIRST
 OQ0085  VERT ORDER  -  SECOND    CLASS 0
 OQ0085  ELLP ORDER  -  THIRD     CLASS II
 OQ0085
 OQ0085.The horizontal coordinates were established by GPS observations
 OQ0085.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OQ0085
 OQ0085.The orthometric height was determined by differential leveling
 OQ0085.and adjusted by the National Geodetic Survey in June 1991..
 OQ0085
 OQ0085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0085
 OQ0085.The Laplace correction was computed from DEFLEC99 derived deflections.
 OQ0085
 OQ0085.The ellipsoidal height was determined by GPS observations
 OQ0085.and is referenced to NAD 83.
 OQ0085
 OQ0085.The geoid height was determined by GEOID03.
 OQ0085
 OQ0085.The dynamic height is computed by dividing the NAVD 88
 OQ0085.geopotential number by the normal gravity value computed on the
 OQ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0085.degrees latitude (g = 980.6199 gals.).
 OQ0085
 OQ0085.The modeled gravity was interpolated from observed gravity values.
 OQ0085
 OQ0085;                    North         East     Units Scale Factor Converg.
 OQ0085;SPC MN S     -   173,243.681   623,828.397   MT  1.00003466   -1 31 49.6
 OQ0085;UTM  14      - 4,835,522.525   727,188.348   MT  1.00023491   +1 56 40.3
 OQ0085
 OQ0085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0085!SPC MN S     -   0.99993340  x   1.00003466  =   0.99996806
 OQ0085!UTM  14      -   0.99993340  x   1.00023491  =   1.00016829
 OQ0085
 OQ0085                          SUPERSEDED SURVEY CONTROL
 OQ0085
 OQ0085  NAVD 88 (02/05/03)  451.17   (m)         1480.2    (f) LEVELING    3  
 OQ0085  NGVD 29 (??/??/92)  450.926  (m)         1479.41   (f) ADJ UNCH    2 0
 OQ0085
 OQ0085.Superseded values are not recommended for survey control.
 OQ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0085.See file dsdata.txt to determine how the superseded data were derived.
 OQ0085
 OQ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2718835523(NAD 83)
 OQ0085_MARKER: DB = BENCH MARK DISK
 OQ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OQ0085_STAMPING: 6780 Q 1966
 OQ0085_MARK LOGO: MNHD  
 OQ0085_PROJECTION: RECESSED 8 CENTIMETERS
 OQ0085_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OQ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0085+STABILITY: SURFACE MOTION
 OQ0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0085+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 OQ0085
 OQ0085  HISTORY     - Date     Condition        Report By
 OQ0085  HISTORY     - 1966     MONUMENTED       MNHD
 OQ0085  HISTORY     - 19991014 GOOD             MNDT
 OQ0085  HISTORY     - 20051115 GOOD             MNDT
 OQ0085
 OQ0085                          STATION DESCRIPTION
 OQ0085
 OQ0085'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0085'1.5 MI SE FROM LUVERNE.
 OQ0085'MARK IS LOCATED IN THE NW 1/4, SECTION 13, T102N, R45W ABOUT
 OQ0085'1.5 MILES SOUTHEAST OF LUVERNE ON FAI 90.  MARK IS A STANDARD
 OQ0085'DISK, STAMPED 6780 Q 1966, SET IN A PRE-CAST CONCRETE MONUMENT.
 OQ0085'MARK IS 104 FEET NORTH OF THE CENTERLINE OF WESTBOUND FAI 90
 OQ0085'(STA. 737+90), 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, 0.5 FOOT
 OQ0085'SOUTH OF STEEL WITNESS POST AND 1.5 MILES EAST OF T.H. 75 AND
 OQ0085'FAI 90 INTERCHANGE.  MARK IS FLUSH WITH GROUND.
 OQ0085
 OQ0085                          STATION RECOVERY (1999)
 OQ0085
 OQ0085'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 OQ0085'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OQ0085'1.5 MI (2.4 KM) EAST ALONG FAI 90 FROM THE JCT OF FAI 90 AND TH 75 IN
 OQ0085'LUVERNE, RECESSED 3 INCH, MAGNETIC AND SUITABLE FOR GPS.
 OQ0085
 OQ0085                          STATION RECOVERY (2005)
 OQ0085
 OQ0085'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 OQ0085'1.5 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM JUNCTION INTERSTATE
 OQ0085'HIGHWAY 90 AND TRUNK HIGHWAY 75 IN LUVERNE, AT INTERSTATE HIGHWAY 90
 OQ0085'MILEPOINT 13.98, 104 FEET NORTH OF WESTBOUND INTERSTATE HIGHWAY 90,
 OQ0085'0.75 MILES EAST OF ROCK RIVER, 6 FEET WEST OF NORTH-SOUTH FENCELINE, 2
 OQ0085'FEET NORTH OF RIGHT OF WAY FENCE, 0.5 FEET SOUTH OF WITNESS
 OQ0085'POSTMAGNETIC
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0087 ***********************************************************************
 OQ0087  DESIGNATION -  6780 Q 1
 OQ0087  PID         -  OQ0087
 OQ0087  STATE/COUNTY-  MN/ROCK
 OQ0087  USGS QUAD   -  LUVERNE (1978)
 OQ0087
 OQ0087                         *CURRENT SURVEY CONTROL
 OQ0087  ___________________________________________________________________
 OQ0087* NAD 83(1986)-  43 38 17.     (N)    096 10 07.     (W)     SCALED    
 OQ0087* NAVD 88     -       463.763  (meters)    1521.53   (feet)  ADJUSTED  
 OQ0087  ___________________________________________________________________
 OQ0087  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OQ0087  DYNAMIC HT  -         463.648 (meters)    1521.15  (feet)  COMP
 OQ0087  MODELED GRAV-     980,357.3   (mgal)                       NAVD 88
 OQ0087
 OQ0087  VERT ORDER  -  SECOND    CLASS 0
 OQ0087
 OQ0087.The horizontal coordinates were scaled from a topographic map and have
 OQ0087.an estimated accuracy of +/- 6 seconds.
 OQ0087
 OQ0087.The orthometric height was determined by differential leveling
 OQ0087.and adjusted by the National Geodetic Survey in June 1991..
 OQ0087
 OQ0087.The geoid height was determined by GEOID03.
 OQ0087
 OQ0087.The dynamic height is computed by dividing the NAVD 88
 OQ0087.geopotential number by the normal gravity value computed on the
 OQ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0087.degrees latitude (g = 980.6199 gals.).
 OQ0087
 OQ0087.The modeled gravity was interpolated from observed gravity values.
 OQ0087
 OQ0087;                    North         East    Units  Estimated Accuracy
 OQ0087;SPC MN S     -   173,220.      625,030.      MT  (+/- 180 meters Scaled)
 OQ0087
 OQ0087                          SUPERSEDED SURVEY CONTROL
 OQ0087
 OQ0087  NGVD 29 (??/??/92)  463.518  (m)         1520.73   (f) ADJ UNCH    2 0
 OQ0087
 OQ0087.Superseded values are not recommended for survey control.
 OQ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0087.See file dsdata.txt to determine how the superseded data were derived.
 OQ0087
 OQ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP283355(NAD 83)
 OQ0087_MARKER: DD = SURVEY DISK
 OQ0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0087_SP_SET: BRIDGE
 OQ0087_STAMPING: 6780 Q1 1966
 OQ0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0087
 OQ0087  HISTORY     - Date     Condition        Report By
 OQ0087  HISTORY     - 1966     MONUMENTED       MNHD
 OQ0087
 OQ0087                          STATION DESCRIPTION
 OQ0087
 OQ0087'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0087'2 MI E FROM LUVERNE.
 OQ0087'MARK IS LOCATED IN THE SW 1/4, SECTION 18, T102N, R44W, ABOUT
 OQ0087'2.0 MILES EAST OF LUVERNE ON FAI 90.  MARK IS STANDARD DISK,
 OQ0087'STAMPED 6780 Q1 1966, SET IN SOUTHEAST CORNER OF BRIDGE (67807)
 OQ0087'WESTBOUND FAI 90 OVER COUNTY ROAD NO. 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0086 ***********************************************************************
 OQ0086  DESIGNATION -  6780 Q 2
 OQ0086  PID         -  OQ0086
 OQ0086  STATE/COUNTY-  MN/ROCK
 OQ0086  USGS QUAD   -  LUVERNE (1978)
 OQ0086
 OQ0086                         *CURRENT SURVEY CONTROL
 OQ0086  ___________________________________________________________________
 OQ0086* NAD 83(1986)-  43 38 17.     (N)    096 10 08.     (W)     SCALED    
 OQ0086* NAVD 88     -       463.769  (meters)    1521.55   (feet)  ADJUSTED  
 OQ0086  ___________________________________________________________________
 OQ0086  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OQ0086  DYNAMIC HT  -         463.654 (meters)    1521.17  (feet)  COMP
 OQ0086  MODELED GRAV-     980,357.3   (mgal)                       NAVD 88
 OQ0086
 OQ0086  VERT ORDER  -  SECOND    CLASS 0
 OQ0086
 OQ0086.The horizontal coordinates were scaled from a topographic map and have
 OQ0086.an estimated accuracy of +/- 6 seconds.
 OQ0086
 OQ0086.The orthometric height was determined by differential leveling
 OQ0086.and adjusted by the National Geodetic Survey in June 1991..
 OQ0086
 OQ0086.The geoid height was determined by GEOID03.
 OQ0086
 OQ0086.The dynamic height is computed by dividing the NAVD 88
 OQ0086.geopotential number by the normal gravity value computed on the
 OQ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0086.degrees latitude (g = 980.6199 gals.).
 OQ0086
 OQ0086.The modeled gravity was interpolated from observed gravity values.
 OQ0086
 OQ0086;                    North         East    Units  Estimated Accuracy
 OQ0086;SPC MN S     -   173,220.      625,000.      MT  (+/- 180 meters Scaled)
 OQ0086
 OQ0086                          SUPERSEDED SURVEY CONTROL
 OQ0086
 OQ0086  NGVD 29 (??/??/92)  463.524  (m)         1520.74   (f) ADJ UNCH    2 0
 OQ0086
 OQ0086.Superseded values are not recommended for survey control.
 OQ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0086.See file dsdata.txt to determine how the superseded data were derived.
 OQ0086
 OQ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP283355(NAD 83)
 OQ0086_MARKER: DD = SURVEY DISK
 OQ0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OQ0086_SP_SET: BRIDGE
 OQ0086_STAMPING: 6780 Q2 1966
 OQ0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0086
 OQ0086  HISTORY     - Date     Condition        Report By
 OQ0086  HISTORY     - 1966     MONUMENTED       MNHD
 OQ0086
 OQ0086                          STATION DESCRIPTION
 OQ0086
 OQ0086'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0086'2 MI E FROM LUVERNE.
 OQ0086'MARK IS LOCATED IN THE SW 1/4, SECTION 18, T102N, R44W, ABOUT
 OQ0086'2.0 MILES EAST OF LUVERNE ON FAI 90.  MARK IS STANDARD DISK,
 OQ0086'STAMPED 6780 Q2 1966, SET IN THE SOUTHEAST CORNER OF BRIDGE
 OQ0086'(67808) EASTBOUND FAI 90 OVER COUNTY ROAD NO. 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0091 ***********************************************************************
 OQ0091  DESIGNATION -  6780 S
 OQ0091  PID         -  OQ0091
 OQ0091  STATE/COUNTY-  MN/ROCK
 OQ0091  USGS QUAD   -  LUVERNE (1978)
 OQ0091
 OQ0091                         *CURRENT SURVEY CONTROL
 OQ0091  ___________________________________________________________________
 OQ0091* NAD 83(1986)-  43 38 17.     (N)    096 08 11.     (W)     SCALED    
 OQ0091* NAVD 88     -       453.119  (meters)    1486.61   (feet)  ADJUSTED  
 OQ0091  ___________________________________________________________________
 OQ0091  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OQ0091  DYNAMIC HT  -         453.007 (meters)    1486.24  (feet)  COMP
 OQ0091  MODELED GRAV-     980,358.5   (mgal)                       NAVD 88
 OQ0091
 OQ0091  VERT ORDER  -  SECOND    CLASS 0
 OQ0091
 OQ0091.The horizontal coordinates were scaled from a topographic map and have
 OQ0091.an estimated accuracy of +/- 6 seconds.
 OQ0091
 OQ0091.The orthometric height was determined by differential leveling
 OQ0091.and adjusted by the National Geodetic Survey in June 1991..
 OQ0091
 OQ0091.The geoid height was determined by GEOID03.
 OQ0091
 OQ0091.The dynamic height is computed by dividing the NAVD 88
 OQ0091.geopotential number by the normal gravity value computed on the
 OQ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0091.degrees latitude (g = 980.6199 gals.).
 OQ0091
 OQ0091.The modeled gravity was interpolated from observed gravity values.
 OQ0091
 OQ0091;                    North         East    Units  Estimated Accuracy
 OQ0091;SPC MN S     -   173,150.      627,620.      MT  (+/- 180 meters Scaled)
 OQ0091
 OQ0091                          SUPERSEDED SURVEY CONTROL
 OQ0091
 OQ0091  NGVD 29 (??/??/92)  452.878  (m)         1485.82   (f) ADJ UNCH    2 0
 OQ0091
 OQ0091.Superseded values are not recommended for survey control.
 OQ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0091.See file dsdata.txt to determine how the superseded data were derived.
 OQ0091
 OQ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP309356(NAD 83)
 OQ0091_MARKER: DD = SURVEY DISK
 OQ0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0091_SP_SET: CONCRETE POST
 OQ0091_STAMPING: 6780 S 1966
 OQ0091_MARK LOGO: MNDT  
 OQ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0091+STABILITY: SURFACE MOTION
 OQ0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0091+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1990
 OQ0091
 OQ0091  HISTORY     - Date     Condition        Report By
 OQ0091  HISTORY     - 1966     MONUMENTED       MNHD
 OQ0091  HISTORY     - 19900820 GOOD             NGS
 OQ0091
 OQ0091                          STATION DESCRIPTION
 OQ0091
 OQ0091'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0091'3.5 MI E FROM LUVERNE.
 OQ0091'MARK IS LOCATED IN THE NE 1/4, SECTION 17, T102N, R44W, ABOUT
 OQ0091'3.5 MILES EAST OF LUVERNE ON FAI 90.  MARK IS STANDARD DISK,
 OQ0091'STAMPED 6780 S 1966, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK
 OQ0091'IS 100 FEET NORTH OF THE CENTERLINE OF WESTBOUND FAI 90 (STA.
 OQ0091'844+10) AND 0.5 FOOT SOUTH OF A STEEL WITNESS POST.  MARK IS
 OQ0091'FLUSH WITH GROUND.
 OQ0091
 OQ0091                          STATION RECOVERY (1990)
 OQ0091
 OQ0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0091'5.7 KM (3.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ0091'JUNCTION OF U.S. HIGHWAY 75 IN LUVERNE, 30.0 M (98.4 FT) NORTH OF
 OQ0091'AND LEVEL WITH THE WESTBOUND LANES OF THE HIGHWAY, 0.1 M (0.3 FT)
 OQ0091'SOUTH OF A WITNESS POST, IN A FENCE LINE, AND THE MONUMENT IS 0.25 M
 OQ0091'(0.82 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0092 ***********************************************************************
 OQ0092  DESIGNATION -  6780 S 1
 OQ0092  PID         -  OQ0092
 OQ0092  STATE/COUNTY-  MN/ROCK
 OQ0092  USGS QUAD   -  LUVERNE (1978)
 OQ0092
 OQ0092                         *CURRENT SURVEY CONTROL
 OQ0092  ___________________________________________________________________
 OQ0092* NAD 83(1986)-  43 38 14.     (N)    096 07 58.     (W)     SCALED    
 OQ0092* NAVD 88     -       460.974  (meters)    1512.38   (feet)  ADJUSTED  
 OQ0092  ___________________________________________________________________
 OQ0092  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OQ0092  DYNAMIC HT  -         460.861 (meters)    1512.01  (feet)  COMP
 OQ0092  MODELED GRAV-     980,358.6   (mgal)                       NAVD 88
 OQ0092
 OQ0092  VERT ORDER  -  FIRST     CLASS II
 OQ0092
 OQ0092.The horizontal coordinates were scaled from a topographic map and have
 OQ0092.an estimated accuracy of +/- 6 seconds.
 OQ0092
 OQ0092.The orthometric height was determined by differential leveling
 OQ0092.and adjusted by the National Geodetic Survey in June 1991..
 OQ0092
 OQ0092.The geoid height was determined by GEOID03.
 OQ0092
 OQ0092.The dynamic height is computed by dividing the NAVD 88
 OQ0092.geopotential number by the normal gravity value computed on the
 OQ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0092.degrees latitude (g = 980.6199 gals.).
 OQ0092
 OQ0092.The modeled gravity was interpolated from observed gravity values.
 OQ0092
 OQ0092;                    North         East    Units  Estimated Accuracy
 OQ0092;SPC MN S     -   173,050.      627,910.      MT  (+/- 180 meters Scaled)
 OQ0092
 OQ0092                          SUPERSEDED SURVEY CONTROL
 OQ0092
 OQ0092  NGVD 29 (??/??/92)  460.734  (m)         1511.59   (f) ADJ UNCH    1 2
 OQ0092
 OQ0092.Superseded values are not recommended for survey control.
 OQ0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0092.See file dsdata.txt to determine how the superseded data were derived.
 OQ0092
 OQ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP312355(NAD 83)
 OQ0092_MARKER: DD = SURVEY DISK
 OQ0092_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OQ0092_SP_SET: ABUTMENT
 OQ0092_STAMPING: 6780 S 1 1966
 OQ0092_MARK LOGO: MNDT  
 OQ0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0092+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1990
 OQ0092
 OQ0092  HISTORY     - Date     Condition        Report By
 OQ0092  HISTORY     - 1966     MONUMENTED       MNHD
 OQ0092  HISTORY     - 19900820 GOOD             NGS
 OQ0092
 OQ0092                          STATION DESCRIPTION
 OQ0092
 OQ0092'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0092'3 MI W FROM MAGNOLIA.
 OQ0092'MARK IS LOCATED NEAR THE W 1/4, SECTION 16, T102N, R44W, ABOUT
 OQ0092'3.0 MILES WEST OF MAGNOLIA.  MARK IS A STANDARD DISK, STAMPED
 OQ0092'6780 S1 1966 SET IN THE SOUTHEAST CORNER OF BRIDGE (NO. 67809).
 OQ0092'COUNTY ROAD NO. 55 OVER FAI 90.
 OQ0092
 OQ0092                          STATION RECOVERY (1990)
 OQ0092
 OQ0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0092'6.5 KM (4.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ0092'JUNCTION OF U.S. HIGHWAY 75 IN LUVERNE, IN TOP OF AND 2.0 M (6.6 FT)
 OQ0092'NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OQ0092'COUNTY ROAD 55 OVERPASS OF THE HIGHWAY, 19.2 M (63.0 FT) SOUTH OF THE
 OQ0092'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 5.6 M (18.4 FT)
 OQ0092'EAST OF THE ROAD CENTER, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 OQ0092'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0096 ***********************************************************************
 OQ0096  DESIGNATION -  6780 T
 OQ0096  PID         -  OQ0096
 OQ0096  STATE/COUNTY-  MN/ROCK
 OQ0096  USGS QUAD   -  MAGNOLIA (1967)
 OQ0096
 OQ0096                         *CURRENT SURVEY CONTROL
 OQ0096  ___________________________________________________________________
 OQ0096* NAD 83(1986)-  43 38 16.     (N)    096 07 24.     (W)     SCALED    
 OQ0096* NAVD 88     -       452.665  (meters)    1485.12   (feet)  ADJUSTED  
 OQ0096  ___________________________________________________________________
 OQ0096  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OQ0096  DYNAMIC HT  -         452.553 (meters)    1484.75  (feet)  COMP
 OQ0096  MODELED GRAV-     980,358.9   (mgal)                       NAVD 88
 OQ0096
 OQ0096  VERT ORDER  -  FIRST     CLASS II
 OQ0096
 OQ0096.The horizontal coordinates were scaled from a topographic map and have
 OQ0096.an estimated accuracy of +/- 6 seconds.
 OQ0096
 OQ0096.The orthometric height was determined by differential leveling
 OQ0096.and adjusted by the National Geodetic Survey in June 1991..
 OQ0096
 OQ0096.The geoid height was determined by GEOID03.
 OQ0096
 OQ0096.The dynamic height is computed by dividing the NAVD 88
 OQ0096.geopotential number by the normal gravity value computed on the
 OQ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0096.degrees latitude (g = 980.6199 gals.).
 OQ0096
 OQ0096.The modeled gravity was interpolated from observed gravity values.
 OQ0096
 OQ0096;                    North         East    Units  Estimated Accuracy
 OQ0096;SPC MN S     -   173,090.      628,680.      MT  (+/- 180 meters Scaled)
 OQ0096
 OQ0096                          SUPERSEDED SURVEY CONTROL
 OQ0096
 OQ0096  NGVD 29 (??/??/92)  452.428  (m)         1484.34   (f) ADJ UNCH    1 2
 OQ0096
 OQ0096.Superseded values are not recommended for survey control.
 OQ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0096.See file dsdata.txt to determine how the superseded data were derived.
 OQ0096
 OQ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP320356(NAD 83)
 OQ0096_MARKER: DD = SURVEY DISK
 OQ0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0096_SP_SET: CONCRETE POST
 OQ0096_STAMPING: 6780 T 1966
 OQ0096_MARK LOGO: MNDT  
 OQ0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0096+STABILITY: SURFACE MOTION
 OQ0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0096+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1990
 OQ0096
 OQ0096  HISTORY     - Date     Condition        Report By
 OQ0096  HISTORY     - 1966     MONUMENTED       MNHD
 OQ0096  HISTORY     - 19900820 GOOD             NGS
 OQ0096
 OQ0096                          STATION DESCRIPTION
 OQ0096
 OQ0096'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0096'2.5 MI W FROM MAGNOLIA.
 OQ0096'MARK IS LOCATED NEAR THE CENTER SECTION 16, T102N, R44W, ABOUT
 OQ0096'2.5 MILES WEST OF MAGNOLIA.  MARK IS LOCATED NEAR THE CENTER
 OQ0096'SECTION 16, T102N, R44W, ABOUT 2.5 MILES WEST OF MAGNOLIA.  MARK
 OQ0096'IS STANDARD DISK, STAMPED 6780 T 1966, SET IN A PRE-CAST CONCRETE
 OQ0096'MONUMENT.  MARK IS 1.5 MILES WEST OF THE INTERCHANGE OF COUNTY
 OQ0096'ROAD NO. 3 AND FAI 90, 99 FEET NORTH OF THE CENTERLINE OF
 OQ0096'WESTBOUND FAI 90, (STA. 897+10) AND 0.5 SOUTH OF STEEL WITNESS
 OQ0096'POST.  MARK IS BURIED 6 INCHES BELOW GROUND.
 OQ0096
 OQ0096                          STATION RECOVERY (1990)
 OQ0096
 OQ0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0096'7.3 KM (4.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ0096'JUNCTION OF U.S. HIGHWAY 75 IN LUVERNE, 30.1 M (98.8 FT) NORTH OF
 OQ0096'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT)
 OQ0096'BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTH OF A FENCE, 0.15
 OQ0096'M (0.49 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS 0.2 M (0.7
 OQ0096'FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0097 ***********************************************************************
 OQ0097  DESIGNATION -  6780 T 1
 OQ0097  PID         -  OQ0097
 OQ0097  STATE/COUNTY-  MN/ROCK
 OQ0097  USGS QUAD   -  MAGNOLIA (1967)
 OQ0097
 OQ0097                         *CURRENT SURVEY CONTROL
 OQ0097  ___________________________________________________________________
 OQ0097* NAD 83(1986)-  43 38 14.     (N)    096 06 47.     (W)     SCALED    
 OQ0097* NAVD 88     -       445.089  (meters)    1460.26   (feet)  ADJUSTED  
 OQ0097  ___________________________________________________________________
 OQ0097  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OQ0097  DYNAMIC HT  -         444.979 (meters)    1459.90  (feet)  COMP
 OQ0097  MODELED GRAV-     980,359.2   (mgal)                       NAVD 88
 OQ0097
 OQ0097  VERT ORDER  -  FIRST     CLASS II
 OQ0097
 OQ0097.The horizontal coordinates were scaled from a topographic map and have
 OQ0097.an estimated accuracy of +/- 6 seconds.
 OQ0097
 OQ0097.The orthometric height was determined by differential leveling
 OQ0097.and adjusted by the National Geodetic Survey in June 1991..
 OQ0097
 OQ0097.The geoid height was determined by GEOID03.
 OQ0097
 OQ0097.The dynamic height is computed by dividing the NAVD 88
 OQ0097.geopotential number by the normal gravity value computed on the
 OQ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0097.degrees latitude (g = 980.6199 gals.).
 OQ0097
 OQ0097.The modeled gravity was interpolated from observed gravity values.
 OQ0097
 OQ0097;                    North         East    Units  Estimated Accuracy
 OQ0097;SPC MN S     -   173,010.      629,500.      MT  (+/- 180 meters Scaled)
 OQ0097
 OQ0097                          SUPERSEDED SURVEY CONTROL
 OQ0097
 OQ0097  NGVD 29 (??/??/92)  444.87   (m)         1459.5    (f) COMPUTED    1 2
 OQ0097
 OQ0097.Superseded values are not recommended for survey control.
 OQ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0097.See file dsdata.txt to determine how the superseded data were derived.
 OQ0097
 OQ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP328356(NAD 83)
 OQ0097_MARKER: DD = SURVEY DISK
 OQ0097_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ0097_SP_SET: HEADWALL
 OQ0097_STAMPING: 6780 T 1 1966
 OQ0097_MARK LOGO: MNDT  
 OQ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0097+STABILITY: SURFACE MOTION
 OQ0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0097+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1990
 OQ0097
 OQ0097  HISTORY     - Date     Condition        Report By
 OQ0097  HISTORY     - 1966     MONUMENTED       MNHD
 OQ0097  HISTORY     - 19900820 GOOD             NGS
 OQ0097
 OQ0097                          STATION DESCRIPTION
 OQ0097
 OQ0097'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0097'2 MI W FROM MAGNOLIA.
 OQ0097'MARK IS LOCATED NEAR THE WEST 1/4, SECTION 15, T102N, R44W, ABOUT
 OQ0097'2.0 MILES WEST OF MAGNOLIA.  MARK IS A STANDARD DISK, STAMPED
 OQ0097'6780 T1 1966, SET IN THE SOUTHEAST CORNER OF A TRIPLE BOX CULVERT
 OQ0097'1.0 MILE WEST OF THE INTERCHANGE OF FAI 90 AND COUNTY ROAD NO. 3.
 OQ0097
 OQ0097                          STATION RECOVERY (1990)
 OQ0097
 OQ0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0097'8.0 KM (5.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ0097'JUNCTION OF U.S. HIGHWAY 75 IN LUVERNE, IN TOP OF AND 0.15 M (0.49
 OQ0097'FT) WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF MULTI-BOX
 OQ0097'CULVERT NUMBER 91077, 11.1 M (36.4 FT) SOUTH OF THE CENTERLINE OF THE
 OQ0097'EASTBOUND LANES OF THE HIGHWAY, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF
 OQ0097'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0098 ***********************************************************************
 OQ0098  DESIGNATION -  6780 U
 OQ0098  PID         -  OQ0098
 OQ0098  STATE/COUNTY-  MN/ROCK
 OQ0098  USGS QUAD   -  MAGNOLIA (1967)
 OQ0098
 OQ0098                         *CURRENT SURVEY CONTROL
 OQ0098  ___________________________________________________________________
 OQ0098* NAD 83(1986)-  43 38 11.     (N)    096 05 37.     (W)     SCALED    
 OQ0098* NAVD 88     -       461.695  (meters)    1514.74   (feet)  ADJUSTED  
 OQ0098  ___________________________________________________________________
 OQ0098  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 OQ0098  DYNAMIC HT  -         461.581 (meters)    1514.37  (feet)  COMP
 OQ0098  MODELED GRAV-     980,359.8   (mgal)                       NAVD 88
 OQ0098
 OQ0098  VERT ORDER  -  FIRST     CLASS II
 OQ0098
 OQ0098.The horizontal coordinates were scaled from a topographic map and have
 OQ0098.an estimated accuracy of +/- 6 seconds.
 OQ0098
 OQ0098.The orthometric height was determined by differential leveling
 OQ0098.and adjusted by the National Geodetic Survey in June 1991..
 OQ0098
 OQ0098.The geoid height was determined by GEOID03.
 OQ0098
 OQ0098.The dynamic height is computed by dividing the NAVD 88
 OQ0098.geopotential number by the normal gravity value computed on the
 OQ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0098.degrees latitude (g = 980.6199 gals.).
 OQ0098
 OQ0098.The modeled gravity was interpolated from observed gravity values.
 OQ0098
 OQ0098;                    North         East    Units  Estimated Accuracy
 OQ0098;SPC MN S     -   172,880.      631,070.      MT  (+/- 180 meters Scaled)
 OQ0098
 OQ0098                          SUPERSEDED SURVEY CONTROL
 OQ0098
 OQ0098  NGVD 29 (??/??/92)  461.456  (m)         1513.96   (f) ADJ UNCH    1 2
 OQ0098
 OQ0098.Superseded values are not recommended for survey control.
 OQ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0098.See file dsdata.txt to determine how the superseded data were derived.
 OQ0098
 OQ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP344355(NAD 83)
 OQ0098_MARKER: DD = SURVEY DISK
 OQ0098_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OQ0098_SP_SET: ABUTMENT
 OQ0098_STAMPING: 6780 U 1966
 OQ0098_MARK LOGO: MNDT  
 OQ0098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ0098+STABILITY: POSITION/ELEVATION WELL
 OQ0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0098+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1990
 OQ0098
 OQ0098  HISTORY     - Date     Condition        Report By
 OQ0098  HISTORY     - 1966     MONUMENTED       MNHD
 OQ0098  HISTORY     - 19900820 GOOD             NGS
 OQ0098
 OQ0098                          STATION DESCRIPTION
 OQ0098
 OQ0098'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0098'1 MI SW FROM MAGNOLIA.
 OQ0098'MARK IS LOCATED IN THE SW 1/4, SECTION 12, T102N, R43W ABOUT
 OQ0098'1.0 MILE SOUTHWEST OF MAGNOLIA ON FAI 90.  MARK IS STANDARD
 OQ0098'DISK, STAMPED 6780 U 1966, SET IN THE SOUTHEAST CORNER OF BRIDGE
 OQ0098'(NO. 67810) ABUTMENT.  COUNTY ROAD NO. 3 OVER FAI 90.
 OQ0098
 OQ0098                          STATION RECOVERY (1990)
 OQ0098
 OQ0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0098'9.7 KM (6.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ0098'JUNCTION OF U.S. HIGHWAY 75 IN LUVERNE, IN TOP OF AND 2.0 M (6.6 FT)
 OQ0098'NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OQ0098'COUNTY ROAD 3 OVERPASS OF THE HIGHWAY, 19.4 M (63.6 FT) SOUTH OF THE
 OQ0098'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 5.6 M (18.4 FT)
 OQ0098'EAST OF THE CENTER OF THE ROAD, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 OQ0098'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0102 ***********************************************************************
 OQ0102  DESIGNATION -  6780 V
 OQ0102  PID         -  OQ0102
 OQ0102  STATE/COUNTY-  MN/ROCK
 OQ0102  USGS QUAD   -  MAGNOLIA (1967)
 OQ0102
 OQ0102                         *CURRENT SURVEY CONTROL
 OQ0102  ___________________________________________________________________
 OQ0102* NAD 83(1986)-  43 38 13.     (N)    096 04 24.     (W)     SCALED    
 OQ0102* NAVD 88     -       461.717  (meters)    1514.82   (feet)  ADJUSTED  
 OQ0102  ___________________________________________________________________
 OQ0102  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OQ0102  DYNAMIC HT  -         461.605 (meters)    1514.45  (feet)  COMP
 OQ0102  MODELED GRAV-     980,360.4   (mgal)                       NAVD 88
 OQ0102
 OQ0102  VERT ORDER  -  FIRST     CLASS II
 OQ0102
 OQ0102.The horizontal coordinates were scaled from a topographic map and have
 OQ0102.an estimated accuracy of +/- 6 seconds.
 OQ0102
 OQ0102.The orthometric height was determined by differential leveling
 OQ0102.and adjusted by the National Geodetic Survey in June 1991..
 OQ0102
 OQ0102.The geoid height was determined by GEOID03.
 OQ0102
 OQ0102.The dynamic height is computed by dividing the NAVD 88
 OQ0102.geopotential number by the normal gravity value computed on the
 OQ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0102.degrees latitude (g = 980.6199 gals.).
 OQ0102
 OQ0102.The modeled gravity was interpolated from observed gravity values.
 OQ0102
 OQ0102;                    North         East    Units  Estimated Accuracy
 OQ0102;SPC MN S     -   172,900.      632,710.      MT  (+/- 180 meters Scaled)
 OQ0102
 OQ0102                          SUPERSEDED SURVEY CONTROL
 OQ0102
 OQ0102  NGVD 29 (??/??/92)  461.483  (m)         1514.05   (f) ADJ UNCH    1 2
 OQ0102
 OQ0102.Superseded values are not recommended for survey control.
 OQ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0102.See file dsdata.txt to determine how the superseded data were derived.
 OQ0102
 OQ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP360357(NAD 83)
 OQ0102_MARKER: DD = SURVEY DISK
 OQ0102_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OQ0102_SP_SET: ABUTMENT
 OQ0102_STAMPING: 6780 V 1966
 OQ0102_MARK LOGO: MNDT  
 OQ0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0102+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1990
 OQ0102
 OQ0102  HISTORY     - Date     Condition        Report By
 OQ0102  HISTORY     - 1966     MONUMENTED       MNHD
 OQ0102  HISTORY     - 19900820 GOOD             NGS
 OQ0102
 OQ0102                          STATION DESCRIPTION
 OQ0102
 OQ0102'DESCRIBED BY MN HIGHWAY DEPT 1966
 OQ0102'0.5 MI S FROM MAGNOLIA.
 OQ0102'MARK IS LOCATED NEAR THE W 1/4, SECTION 13, T102N, R43W, ABOUT
 OQ0102'0.5 MILE SOUTH OF MAGNOLIA.  MARK IS STANDARD DISK, STAMPED
 OQ0102'6780 V 1966, SET IN THE SOUTHEAST CORNER OF BRIDGE (NO. 67811)
 OQ0102'ABUTMENT.  TOWNSHIP ROAD OVER FAI 90.
 OQ0102
 OQ0102                          STATION RECOVERY (1990)
 OQ0102
 OQ0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0102'11.3 KM (7.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ0102'JUNCTION OF U.S. HIGHWAY 75 IN LUVERNE, IN TOP OF AND 2.0 M (6.6 FT)
 OQ0102'NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE ABUTMENT OF A
 OQ0102'TOWNSHIP ROAD OVERPASS OF THE HIGHWAY, 19.2 M (63.0 FT) SOUTH OF THE
 OQ0102'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 5.6 M (18.4 FT)
 OQ0102'EAST OF THE CENTER OF THE ROAD, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 OQ0102'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OQ0106 ***********************************************************************
 OQ0106  DESIGNATION -  6780 W
 OQ0106  PID         -  OQ0106
 OQ0106  STATE/COUNTY-  MN/ROCK
 OQ0106  USGS QUAD   -  MAGNOLIA (1967)
 OQ0106
 OQ0106                         *CURRENT SURVEY CONTROL
 OQ0106  ___________________________________________________________________
 OQ0106* NAD 83(1986)-  43 38 16.     (N)    096 03 44.     (W)     SCALED    
 OQ0106* NAVD 88     -       454.456  (meters)    1490.99   (feet)  ADJUSTED  
 OQ0106  ___________________________________________________________________
 OQ0106  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 OQ0106  DYNAMIC HT  -         454.345 (meters)    1490.63  (feet)  COMP
 OQ0106  MODELED GRAV-     980,360.8   (mgal)                       NAVD 88
 OQ0106
 OQ0106  VERT ORDER  -  FIRST     CLASS II
 OQ0106
 OQ0106.The horizontal coordinates were scaled from a topographic map and have
 OQ0106.an estimated accuracy of +/- 6 seconds.
 OQ0106
 OQ0106.The orthometric height was determined by differential leveling
 OQ0106.and adjusted by the National Geodetic Survey in June 1991..
 OQ0106.WARNING-Repeat measurements at this control monument indicate possible
 OQ0106.vertical movement.
 OQ0106
 OQ0106.The geoid height was determined by GEOID03.
 OQ0106
 OQ0106.The dynamic height is computed by dividing the NAVD 88
 OQ0106.geopotential number by the normal gravity value computed on the
 OQ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0106.degrees latitude (g = 980.6199 gals.).
 OQ0106
 OQ0106.The modeled gravity was interpolated from observed gravity values.
 OQ0106
 OQ0106;                    North         East    Units  Estimated Accuracy
 OQ0106;SPC MN S     -   172,970.      633,610.      MT  (+/- 180 meters Scaled)
 OQ0106
 OQ0106                          SUPERSEDED SURVEY CONTROL
 OQ0106
 OQ0106  NGVD 29 (??/??/92)  454.238  (m)         1490.28   (f) ADJ UNCH    1 2
 OQ0106
 OQ0106.Superseded values are not recommended for survey control.
 OQ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0106.See file dsdata.txt to determine how the superseded data were derived.
 OQ0106
 OQ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP369358(NAD 83)
 OQ0106_MARKER: DD = SURVEY DISK
 OQ0106_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ0106_SP_SET: HEADWALL
 OQ0106_STAMPING: 6780 W 1966
 OQ0106_MARK LOGO: MNDT  
 OQ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0106+STABILITY: SURFACE MOTION
 OQ0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0106+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1990
 OQ0106
 OQ0106  HISTORY     - Date     Condition        Report By
 OQ0106  HISTORY     - 1966     MONUMENTED       MNHD
 OQ0106  HISTORY     - 1967     GOOD             MNHD
 OQ0106  HISTORY     - 19900820 GOOD             NGS
 OQ0106
 OQ0106                          STATION DESCRIPTION
 OQ0106
 OQ0106'DESCRIBED BY MN HIGHWAY DEPT 1967
 OQ0106'0.5 MI E FROM MAGNOLIA.
 OQ0106'MARK IS LOCATED NEAR THE CENTER OF SECTION 13, T102N, R44W, ABOUT
 OQ0106'0.5 MILE EAST OF MAGNOLIA ON FAI 90.  MARK IS A STANDARD MINNESOTA
 OQ0106'HIGHWAY DEPARTMENT DISK, STAMPED 6780 W 1966 SET IN THE NORTHEAST
 OQ0106'CORNER OF HEADWALL OF BOX CULVERT 33 FEET NORTH OF THE CENTERLINE
 OQ0106'OF STA. 1064+01.
 OQ0106
 OQ0106                          STATION RECOVERY (1990)
 OQ0106
 OQ0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OQ0106'10.7 KM (6.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OQ0106'JUNCTION OF STATE HIGHWAY 91 IN ADRIAN, IN TOP OF AND 0.2 M (0.7 FT)
 OQ0106'WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF MULTI-BOX
 OQ0106'CULVERT NUMBER 91073, 10.2 M (33.5 FT) NORTH OF THE CENTERLINE OF THE
 OQ0106'WESTBOUND LANES OF THE HIGHWAY, AND 0.9 M (3.0 FT) BELOW THE LEVEL OF
 OQ0106'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0182 ***********************************************************************
 SJ0182  DESIGNATION -  67.98
 SJ0182  PID         -  SJ0182
 SJ0182  STATE/COUNTY-  MN/ST LOUIS
 SJ0182  USGS QUAD   -  BIRD LAKE (1984)
 SJ0182
 SJ0182                         *CURRENT SURVEY CONTROL
 SJ0182  ___________________________________________________________________
 SJ0182* NAD 83(1986)-  47 29 39.     (N)    092 00 28.     (W)     SCALED    
 SJ0182* NAVD 88     -       488.57   (+/-2cm)    1602.9    (feet)  VERTCON   
 SJ0182  ___________________________________________________________________
 SJ0182  GEOID HEIGHT-         -29.43  (meters)                     GEOID03
 SJ0182
 SJ0182  VERT ORDER  -  ? (See Below)
 SJ0182
 SJ0182.The horizontal coordinates were scaled from a topographic map and have
 SJ0182.an estimated accuracy of +/- 6 seconds.
 SJ0182
 SJ0182.The NAVD 88 height was computed by applying the VERTCON shift value to
 SJ0182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SJ0182.The vertical order pertains to the NGVD 29 superseded value.
 SJ0182
 SJ0182.The geoid height was determined by GEOID03.
 SJ0182
 SJ0182;                    North         East    Units  Estimated Accuracy
 SJ0182;SPC MN N     -   211,110.      882,290.      MT  (+/- 180 meters Scaled)
 SJ0182
 SJ0182                          SUPERSEDED SURVEY CONTROL
 SJ0182
 SJ0182  NGVD 29 (??/??/92)  488.387  (m)         1602.32   (f) ADJ UNCH    ?  
 SJ0182
 SJ0182.Superseded values are not recommended for survey control.
 SJ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0182.See file dsdata.txt to determine how the superseded data were derived.
 SJ0182
 SJ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN747605(NAD 83)
 SJ0182_MARKER: Z = SEE DESCRIPTION
 SJ0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ0182_SP_SET: RAIL
 SJ0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ0182
 SJ0182  HISTORY     - Date     Condition        Report By
 SJ0182  HISTORY     - UNK      MONUMENTED       DMIRRR
 SJ0182  HISTORY     - 1933     GOOD             NGS
 SJ0182
 SJ0182                          STATION DESCRIPTION
 SJ0182
 SJ0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 SJ0182'4.4 MI SE FROM ALLEN JUNCTION.
 SJ0182'4.4 MILES SOUTHEAST BY RAIL.  ALONG THE IRON RANGE DIVISION OF THE
 SJ0182'DULUTH, MISSABE AND NORTHERN RAILWAY, NEAR MILE POST NO. 68, 16 FEET
 SJ0182'SOUTHWEST OF THE RAILROAD CENTERLINE, AT RAILROAD SURVEY STATION 3590
 SJ0182'+ 40 AND RAILROAD ELEVATION 1101.81 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1942 ***********************************************************************
 QO1942  DESIGNATION -  68 ES TT
 QO1942  PID         -  QO1942
 QO1942  STATE/COUNTY-  MN/WRIGHT
 QO1942  USGS QUAD   -  WAVERLY (1981)
 QO1942
 QO1942                         *CURRENT SURVEY CONTROL
 QO1942  ___________________________________________________________________
 QO1942* NAD 83(1996)-  45 00 28.33775(N)    093 59 31.56232(W)     ADJUSTED  
 QO1942* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 QO1942  ___________________________________________________________________
 QO1942  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 QO1942  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 QO1942
 QO1942  HORZ ORDER  -  SECOND
 QO1942
 QO1942.The horizontal coordinates were established by classical geodetic methods
 QO1942.and adjusted by the National Geodetic Survey in March 1999..
 QO1942
 QO1942.The orthometric height was scaled from a topographic map.
 QO1942
 QO1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1942
 QO1942.The geoid height was determined by GEOID03.
 QO1942
 QO1942;                    North         East     Units Scale Factor Converg.
 QO1942;SPC MN S     -   323,101.556   800,622.730   MT  0.99996107   +0 00 19.9
 QO1942;UTM  15      - 4,984,303.550   421,817.996   MT  0.99967516   -0 42 06.0
 QO1942
 QO1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1942!SPC MN S     -   0.99995538  x   0.99996107  =   0.99991645
 QO1942!UTM  15      -   0.99995538  x   0.99967516  =   0.99963055
 QO1942
 QO1942                          SUPERSEDED SURVEY CONTROL
 QO1942
 QO1942  NAD 83(1986)-  45 00 28.33174(N)    093 59 31.55729(W) AD(       ) 2
 QO1942  NAD 27      -  45 00 28.46430(N)    093 59 30.66240(W) AD(       ) 2
 QO1942
 QO1942.Superseded values are not recommended for survey control.
 QO1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1942.See file dsdata.txt to determine how the superseded data were derived.
 QO1942
 QO1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2181884304(NAD 83)
 QO1942_MARKER: DB = BENCH MARK DISK
 QO1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1942_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QO1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1942+STABILITY: SURFACE MOTION
 QO1942
 QO1942  HISTORY     - Date     Condition        Report By
 QO1942  HISTORY     - 1956     MONUMENTED       USGS
 QO1942
 QO1942                          STATION DESCRIPTION
 QO1942
 QO1942'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (FAR)
 QO1942'STATION IS ABOUT 1.25 MILES WEST AND 4 MILES SOUTH OF WAVERLY,
 QO1942'ABOUT 3.75 MILES EAST AND 3.75 MILES SOUTH OF HOWARD LAKE,
 QO1942'IN THE NORTHWEST CORNER OF THE WOODLAND CEMETERY AND IN THE
 QO1942'SOUTHWEST QUARTER OF SECTION 20, T. 118 N., R. 26 W.
 QO1942'
 QO1942'IT IS A U.S. GEOLOGICAL SURVEY BENCE MARK DISK, STAMPED TT
 QO1942'68 ES 1955, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT
 QO1942'WHICH PROJECTS 3 INCHES.  IT IS 27 FEET EAST OF THE CENTER OF
 QO1942'A GRAVEL ROAD, 7 FEET NORTHEAST OF THE CENTER OF A GATE AND 1
 QO1942'FOOT NORTH OF THE FENCE AROUND THE CEMETERY.
 QO1942'
 QO1942'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WOODLAND,
 QO1942'DISTANCE BEING 62.555 METERS, (205.23 FEET) SOUTH OF THE
 QO1942'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7774 ***********************************************************************
 DG7774  DESIGNATION -  68 JMK
 DG7774  PID         -  DG7774
 DG7774  STATE/COUNTY-  MN/REDWOOD
 DG7774  USGS QUAD   -  MORTON (1992)
 DG7774
 DG7774                         *CURRENT SURVEY CONTROL
 DG7774  ___________________________________________________________________
 DG7774* NAD 83(1996)-  44 30 00.43477(N)    094 59 11.33341(W)     ADJUSTED  
 DG7774* NAVD 88     -       308.8    (meters)    1013.     (feet)  GPS OBS   
 DG7774  ___________________________________________________________________
 DG7774  X           -    -396,088.865 (meters)                     COMP
 DG7774  Y           -  -4,539,652.582 (meters)                     COMP
 DG7774  Z           -   4,448,094.837 (meters)                     COMP
 DG7774  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 DG7774  ELLIP HEIGHT-         281.17  (meters)          (10/29/04) GPS OBS
 DG7774  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DG7774
 DG7774  HORZ ORDER  -  FIRST
 DG7774  ELLP ORDER  -  FOURTH    CLASS I
 DG7774
 DG7774.The horizontal coordinates were established by GPS observations
 DG7774.and adjusted by the MN DEPT OF TRANSP in October 2004..
 DG7774
 DG7774.The orthometric height was determined by GPS observations and a
 DG7774.high-resolution geoid model.
 DG7774
 DG7774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7774
 DG7774.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7774
 DG7774.The ellipsoidal height was determined by GPS observations
 DG7774.and is referenced to NAD 83.
 DG7774
 DG7774.The geoid height was determined by GEOID03.
 DG7774
 DG7774;                    North         East     Units Scale Factor Converg.
 DG7774;SPC MN S     -   267,153.737   721,553.741   MT  0.99992204   -0 41 29.2
 DG7774;UTM  15      - 4,929,341.807   342,078.915   MT  0.99990670   -1 23 33.5
 DG7774
 DG7774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7774!SPC MN S     -   0.99995592  x   0.99992204  =   0.99987796
 DG7774!UTM  15      -   0.99995592  x   0.99990670  =   0.99986262
 DG7774
 DG7774                          SUPERSEDED SURVEY CONTROL
 DG7774
 DG7774.No superseded survey control is available for this station.
 DG7774
 DG7774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4207929342(NAD 83)
 DG7774_MARKER: Z = SEE DESCRIPTION
 DG7774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7774_STAMPING: 68 JMK 1966
 DG7774_MARK LOGO: USGS  
 DG7774_PROJECTION: RECESSED 5 CENTIMETERS
 DG7774_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7774+STABILITY: SURFACE MOTION
 DG7774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7774+SATELLITE: SATELLITE OBSERVATIONS - 1966
 DG7774
 DG7774  HISTORY     - Date     Condition        Report By
 DG7774  HISTORY     - 1966     MONUMENTED       USGS
 DG7774
 DG7774                          STATION DESCRIPTION
 DG7774
 DG7774'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DG7774'3 MILES SOUTH OF MORTON, 3.90 MILES NORTHWEST ALONG TRUNK HIGHWAY 67
 DG7774'FROM TRUNK HIGHWAY 67 AND COUNTY ROAD 2 IN MORGAN, AT TRUNK HIGHWAY 67
 DG7774'MILEPOINT 79.0, THEN 3.10 MILES NORTH ALONG COUNTY ROAD 13, 56 FEET
 DG7774'EAST OF COUNTY ROAD 13 AT TEE ROAD WEST, 12.0 FEET NORTH OF 310 TRUNK
 DG7774'HIGHWAY STREET, 2.8 FEET SOUTH OF SIGN POST, 4.5 FEET WEST OF POWER
 DG7774'POLE, 1.0 FOOT WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8552 ***********************************************************************
 DG8552  DESIGNATION -  6802 B
 DG8552  PID         -  DG8552
 DG8552  STATE/COUNTY-  MN/ROSEAU
 DG8552  USGS QUAD   -  BADGER (1966)
 DG8552
 DG8552                         *CURRENT SURVEY CONTROL
 DG8552  ___________________________________________________________________
 DG8552* NAD 83(1996)-  48 46 59.53930(N)    096 00 33.40351(W)     ADJUSTED  
 DG8552* NAVD 88     -       326.7    (meters)    1072.     (feet)  GPS OBS   
 DG8552  ___________________________________________________________________
 DG8552  X           -    -440,826.356 (meters)                     COMP
 DG8552  Y           -  -4,187,658.875 (meters)                     COMP
 DG8552  Z           -   4,774,932.152 (meters)                     COMP
 DG8552  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 DG8552  ELLIP HEIGHT-         298.93  (meters)          (12/06/04) GPS OBS
 DG8552  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DG8552
 DG8552  HORZ ORDER  -  FIRST
 DG8552  ELLP ORDER  -  FOURTH    CLASS I
 DG8552
 DG8552.The horizontal coordinates were established by GPS observations
 DG8552.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8552
 DG8552.The orthometric height was determined by GPS observations and a
 DG8552.high-resolution geoid model.
 DG8552
 DG8552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8552
 DG8552.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8552
 DG8552.The ellipsoidal height was determined by GPS observations
 DG8552.and is referenced to NAD 83.
 DG8552
 DG8552.The geoid height was determined by GEOID03.
 DG8552
 DG8552;                    North         East     Units Scale Factor Converg.
 DG8552;SPC MN N     -   357,870.867   586,242.381   MT  1.00004008   -2 09 23.1
 DG8552;UTM  14      - 5,407,670.921   719,683.671   MT  1.00019294   +2 15 02.1
 DG8552;UTM  15      - 5,407,724.652   278,953.350   MT  1.00020032   -2 15 52.4
 DG8552
 DG8552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8552!SPC MN N     -   0.99995315  x   1.00004008  =   0.99999323
 DG8552!UTM  14      -   0.99995315  x   1.00019294  =   1.00014609
 DG8552!UTM  15      -   0.99995315  x   1.00020032  =   1.00015347
 DG8552
 DG8552:                Primary Azimuth Mark                     Grid Az
 DG8552:SPC MN N     -  SKAGEN                                   015 00 57.8
 DG8552:UTM  14      -  SKAGEN                                   010 36 32.6
 DG8552:UTM  15      -  SKAGEN                                   015 07 27.1
 DG8552
 DG8552|---------------------------------------------------------------------|
 DG8552| PID    Reference Object                     Distance      Geod. Az  |
 DG8552|                                                           dddmmss.s |
 DG8552| DG8551 SKAGEN                              APPROX. 0.5 KM 0125134.7 |
 DG8552|---------------------------------------------------------------------|
 DG8552
 DG8552                          SUPERSEDED SURVEY CONTROL
 DG8552
 DG8552.No superseded survey control is available for this station.
 DG8552
 DG8552_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQV1968407671(NAD 83)
 DG8552_MARKER: DB = BENCH MARK DISK
 DG8552_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG8552_SP_SET: BOX CULVERT
 DG8552_STAMPING: 6802 B 1956
 DG8552_MARK LOGO: MNDT  
 DG8552_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8552+STABILITY: SURFACE MOTION
 DG8552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8552+SATELLITE: SATELLITE OBSERVATIONS - 1956
 DG8552
 DG8552  HISTORY     - Date     Condition        Report By
 DG8552  HISTORY     - 1956     MONUMENTED       MNDT
 DG8552
 DG8552                          STATION DESCRIPTION
 DG8552
 DG8552'DESCRIBED BY MN DEPT OF TRANSP 1956 (MPP)
 DG8552'AT BADGER, 0.05 MILE NORTHEAST ALONG TRUNK HIGHWAY 11 FROM JUNCTION OF
 DG8552'TRUNK HIGHWAY 11 AND COUNTY ROAD 2 AT BADGER, AT TRUNK HIGHWAY 11
 DG8552'MILEPOINT 58.0, 20 FEET RIGHT OF TRUNK HIGHWAY 11, IN SOUTHEAST CORNER
 DG8552'OF TRUNK HIGHWAY 11 BOX CULVERT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8543 ***********************************************************************
 DG8543  DESIGNATION -  6802 C
 DG8543  PID         -  DG8543
 DG8543  STATE/COUNTY-  MN/ROSEAU
 DG8543  USGS QUAD   -  BADGER (1966)
 DG8543
 DG8543                         *CURRENT SURVEY CONTROL
 DG8543  ___________________________________________________________________
 DG8543* NAD 83(1996)-  48 47 28.61977(N)    096 00 26.07526(W)     ADJUSTED  
 DG8543* NAVD 88     -       328.5    (meters)    1078.     (feet)  GPS OBS   
 DG8543  ___________________________________________________________________
 DG8543  X           -    -440,606.975 (meters)                     COMP
 DG8543  Y           -  -4,187,003.630 (meters)                     COMP
 DG8543  Z           -   4,775,525.398 (meters)                     COMP
 DG8543  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 DG8543  ELLIP HEIGHT-         300.74  (meters)          (12/06/04) GPS OBS
 DG8543  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DG8543
 DG8543  HORZ ORDER  -  FIRST
 DG8543  ELLP ORDER  -  FOURTH    CLASS I
 DG8543
 DG8543.The horizontal coordinates were established by GPS observations
 DG8543.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8543
 DG8543.The orthometric height was determined by GPS observations and a
 DG8543.high-resolution geoid model.
 DG8543
 DG8543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8543
 DG8543.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8543
 DG8543.The ellipsoidal height was determined by GPS observations
 DG8543.and is referenced to NAD 83.
 DG8543
 DG8543.The geoid height was determined by GEOID03.
 DG8543
 DG8543;                    North         East     Units Scale Factor Converg.
 DG8543;SPC MN N     -   358,762.950   586,425.656   MT  1.00004243   -2 09 17.7
 DG8543;UTM  14      - 5,408,574.587   719,797.871   MT  1.00019356   +2 15 08.6
 DG8543;UTM  15      - 5,408,616.529   279,138.340   MT  1.00019932   -2 15 47.9
 DG8543
 DG8543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8543!SPC MN N     -   0.99995287  x   1.00004243  =   0.99999530
 DG8543!UTM  14      -   0.99995287  x   1.00019356  =   1.00014642
 DG8543!UTM  15      -   0.99995287  x   1.00019932  =   1.00015218
 DG8543
 DG8543|---------------------------------------------------------------------|
 DG8543| PID    Reference Object                     Distance      Geod. Az  |
 DG8543|                                                           dddmmss.s |
 DG8543| DG8551 SKAGEN                              388.042 METERS 18451     |
 DG8543| DG8552 6802 B                              APPROX. 0.9 KM 1892717.1 |
 DG8543|---------------------------------------------------------------------|
 DG8543
 DG8543                          SUPERSEDED SURVEY CONTROL
 DG8543
 DG8543.No superseded survey control is available for this station.
 DG8543
 DG8543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQV1979808575(NAD 83)
 DG8543_MARKER: DB = BENCH MARK DISK
 DG8543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8543_STAMPING: 6802 C 1956
 DG8543_MARK LOGO: MNDT  
 DG8543_PROJECTION: PROJECTING 8 CENTIMETERS
 DG8543_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG8543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8543+STABILITY: SURFACE MOTION
 DG8543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8543+SATELLITE: SATELLITE OBSERVATIONS - 1956
 DG8543
 DG8543  HISTORY     - Date     Condition        Report By
 DG8543  HISTORY     - 1956     MONUMENTED       MNDT
 DG8543
 DG8543                          STATION DESCRIPTION
 DG8543
 DG8543'DESCRIBED BY MN DEPT OF TRANSP 1956 (MPP)
 DG8543'0.3 MILE NORTHEAST OF BADGER, 0.65 MILE NORTHEAST ALONG TRUNK HIGHWAY
 DG8543'11 FROM JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 2 AT BADGER, AT
 DG8543'TRUNK HIGHWAY 11 MILEPOINT 58.6, AT SOUTHWEST CORNER OF BADGER CREEK
 DG8543'CEMETERY, 31.5 FEET EAST OF TRUNK HIGHWAY 11, 27.0 FEET NORTHWEST OF
 DG8543'GRAVEL ROAD, 1.6 FEET SOUTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8544 ***********************************************************************
 DG8544  DESIGNATION -  6802 D
 DG8544  PID         -  DG8544
 DG8544  STATE/COUNTY-  MN/ROSEAU
 DG8544  USGS QUAD   -  FOX (1984)
 DG8544
 DG8544                         *CURRENT SURVEY CONTROL
 DG8544  ___________________________________________________________________
 DG8544* NAD 83(1996)-  48 48 30.08614(N)    095 58 50.91504(W)     ADJUSTED  
 DG8544* NAVD 88     -       327.5    (meters)    1074.     (feet)  GPS OBS   
 DG8544  ___________________________________________________________________
 DG8544  X           -    -438,526.322 (meters)                     COMP
 DG8544  Y           -  -4,185,784.879 (meters)                     COMP
 DG8544  Z           -   4,776,775.374 (meters)                     COMP
 DG8544  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 DG8544  ELLIP HEIGHT-         299.73  (meters)          (12/06/04) GPS OBS
 DG8544  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DG8544
 DG8544  HORZ ORDER  -  FIRST
 DG8544  ELLP ORDER  -  FOURTH    CLASS I
 DG8544
 DG8544.The horizontal coordinates were established by GPS observations
 DG8544.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DG8544
 DG8544.The orthometric height was determined by GPS observations and a
 DG8544.high-resolution geoid model.
 DG8544
 DG8544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8544
 DG8544.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG8544
 DG8544.The ellipsoidal height was determined by GPS observations
 DG8544.and is referenced to NAD 83.
 DG8544
 DG8544.The geoid height was determined by GEOID03.
 DG8544
 DG8544;                    North         East     Units Scale Factor Converg.
 DG8544;SPC MN N     -   360,587.743   588,437.374   MT  1.00004748   -2 08 07.1
 DG8544;UTM  15      - 5,410,437.779   281,153.811   MT  1.00018843   -2 14 38.3
 DG8544;UTM  14      - 5,410,548.894   721,663.683   MT  1.00020368   +2 16 22.4
 DG8544
 DG8544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8544!SPC MN N     -   0.99995303  x   1.00004748  =   1.00000051
 DG8544!UTM  15      -   0.99995303  x   1.00018843  =   1.00014145
 DG8544!UTM  14      -   0.99995303  x   1.00020368  =   1.00015670
 DG8544
 DG8544                          SUPERSEDED SURVEY CONTROL
 DG8544
 DG8544.No superseded survey control is available for this station.
 DG8544
 DG8544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ8115410438(NAD 83)
 DG8544_MARKER: DB = BENCH MARK DISK
 DG8544_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG8544_SP_SET: BOX CULVERT
 DG8544_STAMPING: 6802 D 1956
 DG8544_MARK LOGO: MNDT  
 DG8544_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG8544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8544+STABILITY: SURFACE MOTION
 DG8544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8544+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 DG8544
 DG8544  HISTORY     - Date     Condition        Report By
 DG8544  HISTORY     - 1956     MONUMENTED       MNDT
 DG8544  HISTORY     - 20040803 GOOD             MNDT
 DG8544
 DG8544                          STATION DESCRIPTION
 DG8544
 DG8544'DESCRIBED BY MN DEPT OF TRANSP 2004 (MPP)
 DG8544'2.5 MILES NORTHEAST OF BADGER, 2.35 MILES NORTHEAST ALONG TRUNK
 DG8544'HIGHWAY 11 FROM JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 2 AT
 DG8544'BADGER, AT TRUNK HIGHWAY 11 MILEPOINT 60.30, 21 FEET SOUTHEAST OF
 DG8544'TRUNK HIGHWAY 11, IN SOUTHEAST CORNER OF BOX CULVERT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8617 ***********************************************************************
 AJ8617  DESIGNATION -  6802 H
 AJ8617  PID         -  AJ8617
 AJ8617  STATE/COUNTY-  MN/ROSEAU
 AJ8617  USGS QUAD   -  ROSEAU (1984)
 AJ8617
 AJ8617                         *CURRENT SURVEY CONTROL
 AJ8617  ___________________________________________________________________
 AJ8617* NAD 83(1996)-  48 50 53.35435(N)    095 47 25.27163(W)     ADJUSTED  
 AJ8617* NAVD 88     -       319.841  (meters)    1049.35   (feet)  ADJUSTED  
 AJ8617  ___________________________________________________________________
 AJ8617  X           -    -424,273.347 (meters)                     COMP
 AJ8617  Y           -  -4,183,899.740 (meters)                     COMP
 AJ8617  Z           -   4,779,683.027 (meters)                     COMP
 AJ8617  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 AJ8617  ELLIP HEIGHT-         291.80  (meters)          (12/06/04) GPS OBS
 AJ8617  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AJ8617  DYNAMIC HT  -         319.926 (meters)    1049.62  (feet)  COMP
 AJ8617  MODELED GRAV-     980,868.5   (mgal)                       NAVD 88
 AJ8617
 AJ8617  HORZ ORDER  -  FIRST
 AJ8617  VERT ORDER  -  SECOND    CLASS I
 AJ8617  ELLP ORDER  -  FOURTH    CLASS I
 AJ8617
 AJ8617.The horizontal coordinates were established by GPS observations
 AJ8617.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8617
 AJ8617.The orthometric height was determined by differential leveling
 AJ8617.and adjusted by the National Geodetic Survey in April 2004..
 AJ8617.No vertical observational check was made to the station.
 AJ8617
 AJ8617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8617
 AJ8617.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8617
 AJ8617.The ellipsoidal height was determined by GPS observations
 AJ8617.and is referenced to NAD 83.
 AJ8617
 AJ8617.The geoid height was determined by GEOID03.
 AJ8617
 AJ8617.The dynamic height is computed by dividing the NAVD 88
 AJ8617.geopotential number by the normal gravity value computed on the
 AJ8617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8617.degrees latitude (g = 980.6199 gals.).
 AJ8617
 AJ8617.The modeled gravity was interpolated from observed gravity values.
 AJ8617
 AJ8617;                    North         East     Units Scale Factor Converg.
 AJ8617;SPC MN N     -   364,506.908   602,572.393   MT  1.00005960   -1 59 38.9
 AJ8617;UTM  15      - 5,414,330.634   295,297.585   MT  1.00011481   -2 06 06.4
 AJ8617
 AJ8617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8617!SPC MN N     -   0.99995427  x   1.00005960  =   1.00001387
 AJ8617!UTM  15      -   0.99995427  x   1.00011481  =   1.00006908
 AJ8617
 AJ8617                          SUPERSEDED SURVEY CONTROL
 AJ8617
 AJ8617  ELLIP H (03/29/02)  291.84   (m)                       GP(       ) 4 1
 AJ8617
 AJ8617.Superseded values are not recommended for survey control.
 AJ8617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8617.See file dsdata.txt to determine how the superseded data were derived.
 AJ8617
 AJ8617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ9529814331(NAD 83)
 AJ8617_MARKER: DB = BENCH MARK DISK
 AJ8617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8617_STAMPING: 6802 H 1951
 AJ8617_MARK LOGO: MNDT  
 AJ8617_PROJECTION: PROJECTING 8 CENTIMETERS
 AJ8617_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8617+STABILITY: SURFACE MOTION
 AJ8617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8617+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 AJ8617
 AJ8617  HISTORY     - Date     Condition        Report By
 AJ8617  HISTORY     - 1951     MONUMENTED       MNDT
 AJ8617  HISTORY     - 19980401 GOOD             MNDT
 AJ8617  HISTORY     - 20040802 GOOD             MNDT
 AJ8617
 AJ8617                          STATION DESCRIPTION
 AJ8617
 AJ8617'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8617'THE MARK IS LOCATED IN ROSEAU, 1 MI (1.6 KM) WEST ON TH 11 FROM JCT OF
 AJ8617'TH 11, TH 310 AND TH 89, 75 FT (22.9 M) NORTH OF TH 11, AT TH 11 STA
 AJ8617'122+77, 13.4 FT (4.1 M) WEST OF P-POLE, 48 FT (14.6 M) WEST OF RD, 12
 AJ8617'FT (3.7 M) WEST OF R/W POST, 1.7 FT (0.5 M) EAST OF WIT POST.
 AJ8617
 AJ8617                          STATION RECOVERY (2004)
 AJ8617
 AJ8617'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AJ8617'IN ROSEAU, 1.0 MILE WEST ON TRUNK HIGHWAY 11 FROM JUNCTION OF TRUNK
 AJ8617'HIGHWAY 11-TRUNK HIGHWAY 310 AND TRUNK HIGHWAY 89, AT TRUNK HIGHWAY 11
 AJ8617'MILEPOINT 69.65, 75 FEET NORTH OF TRUNK HIGHWAY 11, AT TRUNK HIGHWAY
 AJ8617'11 STATION 122+77, 48 FEET WEST OF 380TH AVENUE, 12 FEET WEST OF RIGHT
 AJ8617'OF WAY POST, 4.2 FEET WEST-SOUTHWEST OF POWER POLE, 1.7 FEET EAST OF
 AJ8617'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7878 ***********************************************************************
 DE7878  DESIGNATION -  6803 N
 DE7878  PID         -  DE7878
 DE7878  STATE/COUNTY-  MN/ROSEAU
 DE7878  USGS QUAD   -  ROSEAU (1984)
 DE7878
 DE7878                         *CURRENT SURVEY CONTROL
 DE7878  ___________________________________________________________________
 DE7878* NAD 83(1986)-  48 50 53.     (N)    095 45 36.     (W)     SCALED    
 DE7878* NAVD 88     -       320.736  (meters)    1052.28   (feet)  ADJUSTED  
 DE7878  ___________________________________________________________________
 DE7878  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DE7878  DYNAMIC HT  -         320.821 (meters)    1052.56  (feet)  COMP
 DE7878  MODELED GRAV-     980,866.9   (mgal)                       NAVD 88
 DE7878
 DE7878  VERT ORDER  -  SECOND    CLASS I
 DE7878
 DE7878.The horizontal coordinates were scaled from a topographic map and have
 DE7878.an estimated accuracy of +/- 6 seconds.
 DE7878
 DE7878.The orthometric height was determined by differential leveling
 DE7878.and adjusted by the National Geodetic Survey in April 2004..
 DE7878
 DE7878.The geoid height was determined by GEOID03.
 DE7878
 DE7878.The dynamic height is computed by dividing the NAVD 88
 DE7878.geopotential number by the normal gravity value computed on the
 DE7878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7878.degrees latitude (g = 980.6199 gals.).
 DE7878
 DE7878.The modeled gravity was interpolated from observed gravity values.
 DE7878
 DE7878;                    North         East    Units  Estimated Accuracy
 DE7878;SPC MN N     -   364,420.      604,800.      MT  (+/- 180 meters Scaled)
 DE7878
 DE7878                          SUPERSEDED SURVEY CONTROL
 DE7878
 DE7878.No superseded survey control is available for this station.
 DE7878
 DE7878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ975142(NAD 83)
 DE7878_MARKER: DV = VERTICAL CONTROL DISK
 DE7878_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7878_SP_SET: BRIDGE ABUTMENT
 DE7878_STAMPING: 6803 N 1998
 DE7878_MARK LOGO: MNDT  
 DE7878_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7878+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE7878
 DE7878  HISTORY     - Date     Condition        Report By
 DE7878  HISTORY     - 1998     MONUMENTED       MNDT
 DE7878
 DE7878                          STATION DESCRIPTION
 DE7878
 DE7878'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE7878'IN ROSEAU, IN SIDEWALK OF ABUTMENT AT NE CORNER OF BRIDGE NO 5814 OVER
 DE7878'ROSEAU RIVER, 0.35 MI (0.56 KM) EAST ALONG TH 11 FROM JCT TH 89 AND TH
 DE7878'310 IN ROSEAU, AT TH 11MP 71.05, 32.0 FT (9.8 M) NORTH OF TH 11, 0.8
 DE7878'FT (24.4 CM) SOUTH OF BRIDGE RAILING, 19.8 FT (6.0 M) WEST OF NE
 DE7878'CORNER OF BRIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0308 ***********************************************************************
 TC0308  DESIGNATION -  6804 A
 TC0308  PID         -  TC0308
 TC0308  STATE/COUNTY-  MN/ROSEAU
 TC0308  USGS QUAD   -  ROOSEVELT (1984)
 TC0308
 TC0308                         *CURRENT SURVEY CONTROL
 TC0308  ___________________________________________________________________
 TC0308* NAD 83(1986)-  48 48 17.     (N)    095 06 01.     (W)     SCALED    
 TC0308* NAVD 88     -       354.524  (meters)    1163.13   (feet)  ADJUSTED  
 TC0308  ___________________________________________________________________
 TC0308  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 TC0308  DYNAMIC HT  -         354.614 (meters)    1163.43  (feet)  COMP
 TC0308  MODELED GRAV-     980,852.3   (mgal)                       NAVD 88
 TC0308
 TC0308  VERT ORDER  -  FIRST     CLASS II
 TC0308
 TC0308.The horizontal coordinates were scaled from a topographic map and have
 TC0308.an estimated accuracy of +/- 6 seconds.
 TC0308
 TC0308.The orthometric height was determined by differential leveling
 TC0308.and adjusted by the National Geodetic Survey in June 1991..
 TC0308
 TC0308.The geoid height was determined by GEOID03.
 TC0308
 TC0308.The dynamic height is computed by dividing the NAVD 88
 TC0308.geopotential number by the normal gravity value computed on the
 TC0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0308.degrees latitude (g = 980.6199 gals.).
 TC0308
 TC0308.The modeled gravity was interpolated from observed gravity values.
 TC0308
 TC0308;                    North         East    Units  Estimated Accuracy
 TC0308;SPC MN N     -   358,140.      653,070.      MT  (+/- 180 meters Scaled)
 TC0308
 TC0308                          SUPERSEDED SURVEY CONTROL
 TC0308
 TC0308  NGVD 29 (??/??/92)  354.103  (m)         1161.75   (f) ADJ UNCH    1 2
 TC0308
 TC0308.Superseded values are not recommended for survey control.
 TC0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0308.See file dsdata.txt to determine how the superseded data were derived.
 TC0308
 TC0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ457078(NAD 83)
 TC0308_MARKER: DD = SURVEY DISK
 TC0308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TC0308_SP_SET: WELL HOUSING
 TC0308_STAMPING: 6804-A 1972
 TC0308_MARK LOGO: MNDT  
 TC0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0308
 TC0308  HISTORY     - Date     Condition        Report By
 TC0308  HISTORY     - 1972     MONUMENTED       MNDT
 TC0308  HISTORY     - 1981     GOOD             NGS
 TC0308
 TC0308                          STATION DESCRIPTION
 TC0308
 TC0308'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0308'IN ROOSEVELT.
 TC0308'MARK IS LOCATED 0.05 MILES NORTH ALONG COUNTY ROAD 12 FROM THE
 TC0308'JUNCTION OF COUNTY ROAD 12 AND TH 11 AT ROOSEVELT, THENCE, 0.6 MILES
 TC0308'NORTHWEST ALONG THE VILLAGE STREET (OLD TH 11), TO THE OLD ROOSEVELT
 TC0308'SCHOOL GROUNDS, 194 FEET NORTHEAST OF THE CENTER OF THE STREET, 49
 TC0308'FEET NORTHEAST OF THE SOUTHEAST CORNER OF A WOOD ADDITION TO A 2-STORY
 TC0308'STUCCO BUILDING, 50 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 TC0308'2-STORY STUCCO BUILDING, IN THE SOUTHEAST CORNER OF A 8 BY 8 BY 8 FOOT
 TC0308'DEEP CONCRETE WELL HOUSING ABOUT 1 FOOT ABOVE GROUND LEVEL.  SE 1/4
 TC0308'SECTION 36, T 162, R 35.
 TC0308
 TC0308                          STATION RECOVERY (1981)
 TC0308
 TC0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0309 ***********************************************************************
 TC0309  DESIGNATION -  6804 A 1
 TC0309  PID         -  TC0309
 TC0309  STATE/COUNTY-  MN/ROSEAU
 TC0309  USGS QUAD   -  ROOSEVELT (1984)
 TC0309
 TC0309                         *CURRENT SURVEY CONTROL
 TC0309  ___________________________________________________________________
 TC0309* NAD 83(1986)-  48 48 08.     (N)    095 05 53.     (W)     SCALED    
 TC0309* NAVD 88     -       355.030  (meters)    1164.79   (feet)  ADJUSTED  
 TC0309  ___________________________________________________________________
 TC0309  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 TC0309  DYNAMIC HT  -         355.119 (meters)    1165.09  (feet)  COMP
 TC0309  MODELED GRAV-     980,851.9   (mgal)                       NAVD 88
 TC0309
 TC0309  VERT ORDER  -  FIRST     CLASS II
 TC0309
 TC0309.The horizontal coordinates were scaled from a topographic map and have
 TC0309.an estimated accuracy of +/- 6 seconds.
 TC0309
 TC0309.The orthometric height was determined by differential leveling
 TC0309.and adjusted by the National Geodetic Survey in June 1991..
 TC0309
 TC0309.The geoid height was determined by GEOID03.
 TC0309
 TC0309.The dynamic height is computed by dividing the NAVD 88
 TC0309.geopotential number by the normal gravity value computed on the
 TC0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0309.degrees latitude (g = 980.6199 gals.).
 TC0309
 TC0309.The modeled gravity was interpolated from observed gravity values.
 TC0309
 TC0309;                    North         East    Units  Estimated Accuracy
 TC0309;SPC MN N     -   357,860.      653,230.      MT  (+/- 180 meters Scaled)
 TC0309
 TC0309                          SUPERSEDED SURVEY CONTROL
 TC0309
 TC0309  NGVD 29 (??/??/92)  354.607  (m)         1163.41   (f) ADJ UNCH    1 2
 TC0309
 TC0309.Superseded values are not recommended for survey control.
 TC0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0309.See file dsdata.txt to determine how the superseded data were derived.
 TC0309
 TC0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ459075(NAD 83)
 TC0309_MARKER: DD = SURVEY DISK
 TC0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TC0309_SP_SET: MONUMENT
 TC0309_STAMPING: 6804-A1 1972
 TC0309_MARK LOGO: MNDT  
 TC0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0309
 TC0309  HISTORY     - Date     Condition        Report By
 TC0309  HISTORY     - 1972     MONUMENTED       MNDT
 TC0309  HISTORY     - 1981     GOOD             NGS
 TC0309
 TC0309                          STATION DESCRIPTION
 TC0309
 TC0309'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0309'IN ROOSEVELT.
 TC0309'MARK IS LOCATED 0.4 MILES NORTHWEST ALONG TH 11 FROM THE JUNCTION OF
 TC0309'TH 11 AND COUNTY ROAD 12 IN ROOSEVELT, 0.15 MILES NORTHWEST OF THE
 TC0309'ROOSEVELT RAILROAD STATION, 164.5 FEET SOUTHWEST OF THE SOUTH RAIL OF
 TC0309'THE CANADIAN NATIONAL RAILWAY, 71.5 FEET NORTHEAST OF THE TH 11
 TC0309'CENTERLINE AT MILE POINT 105.2, 38 FEET NORTHWEST OF THE CENTER OF A
 TC0309'VILLAGE STREET, 22.5 FEET NORTH OF A SUPPORT POLE FOR A TRAFFIC LIGHT,
 TC0309'1 FOOT SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 TC0309'MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  SE 1/4 SECTION 36, T 162,
 TC0309'R 35.
 TC0309
 TC0309                          STATION RECOVERY (1981)
 TC0309
 TC0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0305 ***********************************************************************
 TC0305  DESIGNATION -  6804 A 2
 TC0305  PID         -  TC0305
 TC0305  STATE/COUNTY-  MN/ROSEAU
 TC0305  USGS QUAD   -  ROOSEVELT (1984)
 TC0305
 TC0305                         *CURRENT SURVEY CONTROL
 TC0305  ___________________________________________________________________
 TC0305* NAD 83(1986)-  48 47 58.     (N)    095 05 27.     (W)     SCALED    
 TC0305* NAVD 88     -       354.450  (meters)    1162.89   (feet)  ADJUSTED  
 TC0305  ___________________________________________________________________
 TC0305  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 TC0305  DYNAMIC HT  -         354.539 (meters)    1163.18  (feet)  COMP
 TC0305  MODELED GRAV-     980,851.6   (mgal)                       NAVD 88
 TC0305
 TC0305  VERT ORDER  -  FIRST     CLASS II
 TC0305
 TC0305.The horizontal coordinates were scaled from a topographic map and have
 TC0305.an estimated accuracy of +/- 6 seconds.
 TC0305
 TC0305.The orthometric height was determined by differential leveling
 TC0305.and adjusted by the National Geodetic Survey in June 1991..
 TC0305
 TC0305.The geoid height was determined by GEOID03.
 TC0305
 TC0305.The dynamic height is computed by dividing the NAVD 88
 TC0305.geopotential number by the normal gravity value computed on the
 TC0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0305.degrees latitude (g = 980.6199 gals.).
 TC0305
 TC0305.The modeled gravity was interpolated from observed gravity values.
 TC0305
 TC0305;                    North         East    Units  Estimated Accuracy
 TC0305;SPC MN N     -   357,540.      653,750.      MT  (+/- 180 meters Scaled)
 TC0305
 TC0305                          SUPERSEDED SURVEY CONTROL
 TC0305
 TC0305  NGVD 29 (??/??/92)  353.986  (m)         1161.37   (f) ADJ UNCH    1 2
 TC0305
 TC0305.Superseded values are not recommended for survey control.
 TC0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0305.See file dsdata.txt to determine how the superseded data were derived.
 TC0305
 TC0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ464072(NAD 83)
 TC0305_MARKER: DR = REFERENCE MARK DISK
 TC0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TC0305_SP_SET: MONUMENT
 TC0305_STAMPING: 6804-A2 1972
 TC0305_MARK LOGO: MNDT  
 TC0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0305
 TC0305  HISTORY     - Date     Condition        Report By
 TC0305  HISTORY     - 1972     MONUMENTED       MNDT
 TC0305  HISTORY     - 1981     GOOD             NGS
 TC0305
 TC0305                          STATION DESCRIPTION
 TC0305
 TC0305'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0305'IN ROOSEVELT.
 TC0305'MARK IS LOCATED IN ROOSEVELT AT THE JUNCTION OF TH 11 AND COUNTY ROAD
 TC0305'12, 65.3 FEET NORTH OF, AND 3 FEET LOWER THAN THE TH 11 CENTERLINE AT
 TC0305'MILE POINT 105.6, 93 FEET WEST OF (ROSEAU) COUNTY ROAD 12, 52.5 FEET
 TC0305'SOUTHWEST OF THE SOUTH RAIL OF THE CANADIAN NATIONAL RAILWAY, 16 FEET
 TC0305'EAST OF A 24 INCH TWIN ELM TREE, 1 FOOT SOUTH OF A STEEL WITNESS POST,
 TC0305'IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE
 TC0305'GROUND.  NE 1/4 SECTION 1, T 161, R 35.
 TC0305
 TC0305                          STATION RECOVERY (1981)
 TC0305
 TC0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0312 ***********************************************************************
 TC0312  DESIGNATION -  6804 B
 TC0312  PID         -  TC0312
 TC0312  STATE/COUNTY-  MN/ROSEAU
 TC0312  USGS QUAD   -  ROOSEVELT (1984)
 TC0312
 TC0312                         *CURRENT SURVEY CONTROL
 TC0312  ___________________________________________________________________
 TC0312* NAD 83(1986)-  48 48 34.     (N)    095 06 50.     (W)     SCALED    
 TC0312* NAVD 88     -       351.457  (meters)    1153.07   (feet)  ADJUSTED  
 TC0312  ___________________________________________________________________
 TC0312  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 TC0312  DYNAMIC HT  -         351.546 (meters)    1153.36  (feet)  COMP
 TC0312  MODELED GRAV-     980,853.0   (mgal)                       NAVD 88
 TC0312
 TC0312  VERT ORDER  -  FIRST     CLASS II
 TC0312
 TC0312.The horizontal coordinates were scaled from a topographic map and have
 TC0312.an estimated accuracy of +/- 6 seconds.
 TC0312
 TC0312.The orthometric height was determined by differential leveling
 TC0312.and adjusted by the National Geodetic Survey in June 1991..
 TC0312
 TC0312.The geoid height was determined by GEOID03.
 TC0312
 TC0312.The dynamic height is computed by dividing the NAVD 88
 TC0312.geopotential number by the normal gravity value computed on the
 TC0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0312.degrees latitude (g = 980.6199 gals.).
 TC0312
 TC0312.The modeled gravity was interpolated from observed gravity values.
 TC0312
 TC0312;                    North         East    Units  Estimated Accuracy
 TC0312;SPC MN N     -   358,690.      652,090.      MT  (+/- 180 meters Scaled)
 TC0312
 TC0312                          SUPERSEDED SURVEY CONTROL
 TC0312
 TC0312  NGVD 29 (??/??/92)  351.035  (m)         1151.69   (f) ADJ UNCH    1 2
 TC0312
 TC0312.Superseded values are not recommended for survey control.
 TC0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0312.See file dsdata.txt to determine how the superseded data were derived.
 TC0312
 TC0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ448084(NAD 83)
 TC0312_MARKER: DD = SURVEY DISK
 TC0312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TC0312_SP_SET: BRIDGE
 TC0312_STAMPING: 6804-B 1972
 TC0312_MARK LOGO: MNDT  
 TC0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC0312
 TC0312  HISTORY     - Date     Condition        Report By
 TC0312  HISTORY     - 1972     MONUMENTED       MNDT
 TC0312  HISTORY     - 1981     GOOD             NGS
 TC0312
 TC0312                          STATION DESCRIPTION
 TC0312
 TC0312'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0312'1.3 MI NW FROM ROOSEVELT.
 TC0312'MARK IS LOCATED 1.3 MILES NORTHWEST ALONG TH 11 FROM THE JUNCTION OF
 TC0312'TH 11 AND COUNTY ROAD 12 AT ROOSEVELT, THENCE, 0.05 MILES NORTHEAST AT
 TC0312'MILE POINT 104.3, OPPOSITE RAILROAD MILE POINT 26.4, IN THE SOUTHEAST
 TC0312'CORNER (ABUTMENT) OF BRIDGE NO. 3741, OLD TH 11 OVER A SMALL CREEK. NE
 TC0312'1/4 SECTION 35, T 162, R 35.
 TC0312
 TC0312                          STATION RECOVERY (1981)
 TC0312
 TC0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0316 ***********************************************************************
 TC0316  DESIGNATION -  6804 C
 TC0316  PID         -  TC0316
 TC0316  STATE/COUNTY-  MN/ROSEAU
 TC0316  USGS QUAD   -  SWIFT (1984)
 TC0316
 TC0316                         *CURRENT SURVEY CONTROL
 TC0316  ___________________________________________________________________
 TC0316* NAD 83(1986)-  48 49 19.     (N)    095 08 40.     (W)     SCALED    
 TC0316* NAVD 88     -       346.061  (meters)    1135.37   (feet)  ADJUSTED  
 TC0316  ___________________________________________________________________
 TC0316  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 TC0316  DYNAMIC HT  -         346.149 (meters)    1135.66  (feet)  COMP
 TC0316  MODELED GRAV-     980,856.1   (mgal)                       NAVD 88
 TC0316
 TC0316  VERT ORDER  -  FIRST     CLASS II
 TC0316
 TC0316.The horizontal coordinates were scaled from a topographic map and have
 TC0316.an estimated accuracy of +/- 6 seconds.
 TC0316
 TC0316.The orthometric height was determined by differential leveling
 TC0316.and adjusted by the National Geodetic Survey in June 1991..
 TC0316
 TC0316.The geoid height was determined by GEOID03.
 TC0316
 TC0316.The dynamic height is computed by dividing the NAVD 88
 TC0316.geopotential number by the normal gravity value computed on the
 TC0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0316.degrees latitude (g = 980.6199 gals.).
 TC0316
 TC0316.The modeled gravity was interpolated from observed gravity values.
 TC0316
 TC0316;                    North         East    Units  Estimated Accuracy
 TC0316;SPC MN N     -   360,140.      649,880.      MT  (+/- 180 meters Scaled)
 TC0316
 TC0316                          SUPERSEDED SURVEY CONTROL
 TC0316
 TC0316  NGVD 29 (??/??/92)  345.642  (m)         1133.99   (f) ADJ UNCH    1 2
 TC0316
 TC0316.Superseded values are not recommended for survey control.
 TC0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0316.See file dsdata.txt to determine how the superseded data were derived.
 TC0316
 TC0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ425098(NAD 83)
 TC0316_MARKER: DD = SURVEY DISK
 TC0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TC0316_SP_SET: BRIDGE
 TC0316_STAMPING: 6804-C 1972
 TC0316_MARK LOGO: MNDT  
 TC0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC0316
 TC0316  HISTORY     - Date     Condition        Report By
 TC0316  HISTORY     - 1972     MONUMENTED       MNDT
 TC0316  HISTORY     - 1981     GOOD             NGS
 TC0316
 TC0316                          STATION DESCRIPTION
 TC0316
 TC0316'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0316'2.8 MI NW FROM ROOSEVELT.
 TC0316'MARK IS LOCATED 2.8 MILES NORTHWEST ALONG TH 11 FROM THE JUNCTION OF
 TC0316'TH 11 AND COUNTY ROAD 12 IN ROOSEVELT, THENCE, 0.05 MILES NORTHEAST AT
 TC0316'MILE POINT 102.7, IN THE SOUTHEAST CORNER OF BRIDGE NO. 3744, OLD TH
 TC0316'11 OVER A SMALL CREEK, OPPOSITE RAILROAD MILE POST NO. 28.  NE 1/4
 TC0316'SECTION 27, T 162, R 35.
 TC0316
 TC0316                          STATION RECOVERY (1981)
 TC0316
 TC0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0317 ***********************************************************************
 TC0317  DESIGNATION -  6804 C 1
 TC0317  PID         -  TC0317
 TC0317  STATE/COUNTY-  MN/ROSEAU
 TC0317  USGS QUAD   -  SWIFT (1984)
 TC0317
 TC0317                         *CURRENT SURVEY CONTROL
 TC0317  ___________________________________________________________________
 TC0317* NAD 83(1986)-  48 49 17.     (N)    095 08 41.     (W)     SCALED    
 TC0317* NAVD 88     -       345.757  (meters)    1134.37   (feet)  ADJUSTED  
 TC0317  ___________________________________________________________________
 TC0317  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 TC0317  DYNAMIC HT  -         345.845 (meters)    1134.66  (feet)  COMP
 TC0317  MODELED GRAV-     980,856.0   (mgal)                       NAVD 88
 TC0317
 TC0317  VERT ORDER  -  FIRST     CLASS II
 TC0317
 TC0317.The horizontal coordinates were scaled from a topographic map and have
 TC0317.an estimated accuracy of +/- 6 seconds.
 TC0317
 TC0317.The orthometric height was determined by differential leveling
 TC0317.and adjusted by the National Geodetic Survey in June 1991..
 TC0317
 TC0317.The geoid height was determined by GEOID03.
 TC0317
 TC0317.The dynamic height is computed by dividing the NAVD 88
 TC0317.geopotential number by the normal gravity value computed on the
 TC0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0317.degrees latitude (g = 980.6199 gals.).
 TC0317
 TC0317.The modeled gravity was interpolated from observed gravity values.
 TC0317
 TC0317;                    North         East    Units  Estimated Accuracy
 TC0317;SPC MN N     -   360,080.      649,860.      MT  (+/- 180 meters Scaled)
 TC0317
 TC0317                          SUPERSEDED SURVEY CONTROL
 TC0317
 TC0317  NGVD 29 (??/??/92)  345.339  (m)         1133.00   (f) ADJ UNCH    1 2
 TC0317
 TC0317.Superseded values are not recommended for survey control.
 TC0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0317.See file dsdata.txt to determine how the superseded data were derived.
 TC0317
 TC0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ425098(NAD 83)
 TC0317_MARKER: DD = SURVEY DISK
 TC0317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TC0317_SP_SET: CULVERT
 TC0317_STAMPING: 6804-C1 1972
 TC0317_MARK LOGO: MNDT  
 TC0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0317
 TC0317  HISTORY     - Date     Condition        Report By
 TC0317  HISTORY     - 1972     MONUMENTED       MNDT
 TC0317  HISTORY     - 1981     GOOD             NGS
 TC0317
 TC0317                          STATION DESCRIPTION
 TC0317
 TC0317'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0317'2.8 MI NW FROM ROOSEVELT.
 TC0317'MARK IS LOCATED 2.8 MILES NORTHWEST ALONG TH 11 FROM THE JUNCTION OF
 TC0317'TH 11 AND COUNTY ROAD 12 AT ROOSEVELT, 23 FEET SOUTHEAST OF, AND 2
 TC0317'FEET LOWER THAN THE TH 11 CENTERLINE AT MILE POINT 102.7, IN THE
 TC0317'SOUTHEAST OR MOST SOUTHERLY CORNER OF A DOUBLE BOX CONCRETE CULVERT
 TC0317'(NO. 8826) 8 BY 22 FEET.  SE 1/4 SECTION 27, T 162, R 35.
 TC0317
 TC0317                          STATION RECOVERY (1981)
 TC0317
 TC0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0323 ***********************************************************************
 TC0323  DESIGNATION -  6804 D
 TC0323  PID         -  TC0323
 TC0323  STATE/COUNTY-  MN/ROSEAU
 TC0323  USGS QUAD   -  SWIFT (1984)
 TC0323
 TC0323                         *CURRENT SURVEY CONTROL
 TC0323  ___________________________________________________________________
 TC0323* NAD 83(1986)-  48 49 52.     (N)    095 09 52.     (W)     SCALED    
 TC0323* NAVD 88     -       342.393  (meters)    1123.33   (feet)  ADJUSTED  
 TC0323  ___________________________________________________________________
 TC0323  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 TC0323  DYNAMIC HT  -         342.482 (meters)    1123.63  (feet)  COMP
 TC0323  MODELED GRAV-     980,859.1   (mgal)                       NAVD 88
 TC0323
 TC0323  VERT ORDER  -  FIRST     CLASS II
 TC0323
 TC0323.The horizontal coordinates were scaled from a topographic map and have
 TC0323.an estimated accuracy of +/- 6 seconds.
 TC0323
 TC0323.The orthometric height was determined by differential leveling
 TC0323.and adjusted by the National Geodetic Survey in June 1991..
 TC0323
 TC0323.The geoid height was determined by GEOID03.
 TC0323
 TC0323.The dynamic height is computed by dividing the NAVD 88
 TC0323.geopotential number by the normal gravity value computed on the
 TC0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0323.degrees latitude (g = 980.6199 gals.).
 TC0323
 TC0323.The modeled gravity was interpolated from observed gravity values.
 TC0323
 TC0323;                    North         East    Units  Estimated Accuracy
 TC0323;SPC MN N     -   361,200.      648,440.      MT  (+/- 180 meters Scaled)
 TC0323
 TC0323                          SUPERSEDED SURVEY CONTROL
 TC0323
 TC0323  NGVD 29 (??/??/92)  341.976  (m)         1121.97   (f) ADJ UNCH    1 2
 TC0323
 TC0323.Superseded values are not recommended for survey control.
 TC0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0323.See file dsdata.txt to determine how the superseded data were derived.
 TC0323
 TC0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ411109(NAD 83)
 TC0323_MARKER: DD = SURVEY DISK
 TC0323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TC0323_SP_SET: BRIDGE
 TC0323_STAMPING: 6804-D 1972
 TC0323_MARK LOGO: MNDT  
 TC0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC0323
 TC0323  HISTORY     - Date     Condition        Report By
 TC0323  HISTORY     - 1972     MONUMENTED       MNDT
 TC0323  HISTORY     - 1981     GOOD             NGS
 TC0323
 TC0323                          STATION DESCRIPTION
 TC0323
 TC0323'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0323'2.8 MI SE FROM SWIFT.
 TC0323'MARK IS LOCATED 2.8 MILES SOUTHEAST ALONG TH 11 FROM THE JUNCTION OF
 TC0323'TH 11 AND COUNTY ROAD 2 AT SWIFT, THENCE, 0.05 MILES NORTHEAST AT MILE
 TC0323'POINT 101.5, IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NO. 3743,
 TC0323'OLD TH 11 OVER A SMALL CREEK, OPPOSITE RAILROAD MILE POINT 29.1. SE
 TC0323'1/4 SECTION 21, T 162, R 35.
 TC0323
 TC0323                          STATION RECOVERY (1981)
 TC0323
 TC0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0324 ***********************************************************************
 TC0324  DESIGNATION -  6804 D 1
 TC0324  PID         -  TC0324
 TC0324  STATE/COUNTY-  MN/ROSEAU
 TC0324  USGS QUAD   -  SWIFT (1984)
 TC0324
 TC0324                         *CURRENT SURVEY CONTROL
 TC0324  ___________________________________________________________________
 TC0324* NAD 83(1986)-  48 49 49.     (N)    095 09 59.     (W)     SCALED    
 TC0324* NAVD 88     -       342.086  (meters)    1122.33   (feet)  ADJUSTED  
 TC0324  ___________________________________________________________________
 TC0324  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 TC0324  DYNAMIC HT  -         342.175 (meters)    1122.62  (feet)  COMP
 TC0324  MODELED GRAV-     980,859.1   (mgal)                       NAVD 88
 TC0324
 TC0324  VERT ORDER  -  FIRST     CLASS II
 TC0324
 TC0324.The horizontal coordinates were scaled from a topographic map and have
 TC0324.an estimated accuracy of +/- 6 seconds.
 TC0324
 TC0324.The orthometric height was determined by differential leveling
 TC0324.and adjusted by the National Geodetic Survey in June 1991..
 TC0324
 TC0324.The geoid height was determined by GEOID03.
 TC0324
 TC0324.The dynamic height is computed by dividing the NAVD 88
 TC0324.geopotential number by the normal gravity value computed on the
 TC0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0324.degrees latitude (g = 980.6199 gals.).
 TC0324
 TC0324.The modeled gravity was interpolated from observed gravity values.
 TC0324
 TC0324;                    North         East    Units  Estimated Accuracy
 TC0324;SPC MN N     -   361,110.      648,300.      MT  (+/- 180 meters Scaled)
 TC0324
 TC0324                          SUPERSEDED SURVEY CONTROL
 TC0324
 TC0324  NGVD 29 (??/??/92)  341.673  (m)         1120.97   (f) ADJ UNCH    1 2
 TC0324
 TC0324.Superseded values are not recommended for survey control.
 TC0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0324.See file dsdata.txt to determine how the superseded data were derived.
 TC0324
 TC0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ410108(NAD 83)
 TC0324_MARKER: DD = SURVEY DISK
 TC0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TC0324_SP_SET: CULVERT
 TC0324_STAMPING: 6804-D1 1972
 TC0324_MARK LOGO: MNDT  
 TC0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0324
 TC0324  HISTORY     - Date     Condition        Report By
 TC0324  HISTORY     - 1972     MONUMENTED       MNDT
 TC0324  HISTORY     - 1981     GOOD             NGS
 TC0324
 TC0324                          STATION DESCRIPTION
 TC0324
 TC0324'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0324'2.8 MI SE FROM SWIFT.
 TC0324'MARK IS LOCATED 2.8 MILES SOUTHEAST ALONG TH 11 FROM THE JUNCTION OF
 TC0324'TH 11 AND COUNTY ROAD 2 AT SWIFT, 23 FEET SOUTHEAST OF, AND 3 FEET
 TC0324'LOWER THAN THE TH 11 CENTERLINE AT MILE POINT 101.5, IN THE SOUTHEAST
 TC0324'(MOST SOUTHERLY) CORNER OF A 8 BY 26 FOOT DOUBLE BOX CONCRETE CULVERT
 TC0324'(NO. 8825) AT A SMALL CREEK.  SE 1/4 SECTION 21, T 162, R 35.
 TC0324
 TC0324                          STATION RECOVERY (1981)
 TC0324
 TC0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0325 ***********************************************************************
 TC0325  DESIGNATION -  6804 E
 TC0325  PID         -  TC0325
 TC0325  STATE/COUNTY-  MN/ROSEAU
 TC0325  USGS QUAD   -  SWIFT (1984)
 TC0325
 TC0325                         *CURRENT SURVEY CONTROL
 TC0325  ___________________________________________________________________
 TC0325* NAD 83(1986)-  48 50 08.     (N)    095 10 43.     (W)     SCALED    
 TC0325* NAVD 88     -       340.770  (meters)    1118.01   (feet)  POSTED    
 TC0325  ___________________________________________________________________
 TC0325  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 TC0325  DYNAMIC HT  -         340.860 (meters)    1118.30  (feet)  COMP
 TC0325  MODELED GRAV-     980,860.9   (mgal)                       NAVD 88
 TC0325
 TC0325  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TC0325
 TC0325.The horizontal coordinates were scaled from a topographic map and have
 TC0325.an estimated accuracy of +/- 6 seconds.
 TC0325
 TC0325.The orthometric height was determined by differential leveling
 TC0325.and adjusted by the National Geodetic Survey in 1992..
 TC0325.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TC0325.rate of 1.1 thru 2.0 mm/km.
 TC0325
 TC0325.The geoid height was determined by GEOID03.
 TC0325
 TC0325.The dynamic height is computed by dividing the NAVD 88
 TC0325.geopotential number by the normal gravity value computed on the
 TC0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0325.degrees latitude (g = 980.6199 gals.).
 TC0325
 TC0325.The modeled gravity was interpolated from observed gravity values.
 TC0325
 TC0325;                    North         East    Units  Estimated Accuracy
 TC0325;SPC MN N     -   361,720.      647,410.      MT  (+/- 180 meters Scaled)
 TC0325
 TC0325                          SUPERSEDED SURVEY CONTROL
 TC0325
 TC0325  NGVD 29 (??/??/92)  340.351  (m)         1116.63   (f) ADJ UNCH    2 0
 TC0325
 TC0325.Superseded values are not recommended for survey control.
 TC0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0325.See file dsdata.txt to determine how the superseded data were derived.
 TC0325
 TC0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ401114(NAD 83)
 TC0325_MARKER: DD = SURVEY DISK
 TC0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TC0325_SP_SET: MONUMENT
 TC0325_STAMPING: 6804-E 1972
 TC0325_MARK LOGO: MNDT  
 TC0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0325
 TC0325  HISTORY     - Date     Condition        Report By
 TC0325  HISTORY     - 1972     MONUMENTED       MNDT
 TC0325  HISTORY     - 1981     POOR             NGS
 TC0325
 TC0325                          STATION DESCRIPTION
 TC0325
 TC0325'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0325'2.8 MI SE FROM SWIFT.
 TC0325'MARK IS LOCATED 2.8 MILES SOUTHEAST ALONG TH 11 FROM THE JUNCTION OF
 TC0325'TH 11 AND COUNTY ROAD 2 IN SWIFT, 77 FEET NORTHEAST OF THE TH 11
 TC0325'CENTERLINE AT MILE POINT 100.8, 56 FEET WEST-SOUTHWEST OF A RAILROAD
 TC0325'CROSSING POST, 50.8 FEET SOUTHWEST OF THE SOUTH RAIL OF THE CANADIAN
 TC0325'NATIONAL RAILWAY, 40 FEET WEST OF THE CENTER OF A TOWNSHIP ROAD, 1
 TC0325'FOOT SOUTH OF A STEEL WITNESS POST IN A CONCRETE MONUMENT PROJECTING 6
 TC0325'INCHES ABOVE GROUND.  SE 1/4 SECTION 20, T 162, T 35.
 TC0325
 TC0325                          STATION RECOVERY (1981)
 TC0325
 TC0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0325'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0328 ***********************************************************************
 TC0328  DESIGNATION -  6804 F
 TC0328  PID         -  TC0328
 TC0328  STATE/COUNTY-  MN/ROSEAU
 TC0328  USGS QUAD   -  SWIFT (1984)
 TC0328
 TC0328                         *CURRENT SURVEY CONTROL
 TC0328  ___________________________________________________________________
 TC0328* NAD 83(1986)-  48 50 57.     (N)    095 12 38.     (W)     SCALED    
 TC0328* NAVD 88     -       332.110  (meters)    1089.60   (feet)  POSTED    
 TC0328  ___________________________________________________________________
 TC0328  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 TC0328  DYNAMIC HT  -         332.200 (meters)    1089.89  (feet)  COMP
 TC0328  MODELED GRAV-     980,865.4   (mgal)                       NAVD 88
 TC0328
 TC0328  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 TC0328
 TC0328.The horizontal coordinates were scaled from a topographic map and have
 TC0328.an estimated accuracy of +/- 6 seconds.
 TC0328
 TC0328.The orthometric height was determined by differential leveling
 TC0328.and adjusted by the National Geodetic Survey in 1992..
 TC0328.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TC0328.rate of 1.1 thru 2.0 mm/km.
 TC0328
 TC0328.The geoid height was determined by GEOID03.
 TC0328
 TC0328.The dynamic height is computed by dividing the NAVD 88
 TC0328.geopotential number by the normal gravity value computed on the
 TC0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0328.degrees latitude (g = 980.6199 gals.).
 TC0328
 TC0328.The modeled gravity was interpolated from observed gravity values.
 TC0328
 TC0328;                    North         East    Units  Estimated Accuracy
 TC0328;SPC MN N     -   363,300.      645,110.      MT  (+/- 180 meters Scaled)
 TC0328
 TC0328                          SUPERSEDED SURVEY CONTROL
 TC0328
 TC0328  NGVD 29 (??/??/92)  331.683  (m)         1088.20   (f) ADJ UNCH    2 0
 TC0328
 TC0328.Superseded values are not recommended for survey control.
 TC0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0328.See file dsdata.txt to determine how the superseded data were derived.
 TC0328
 TC0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ378130(NAD 83)
 TC0328_MARKER: DD = SURVEY DISK
 TC0328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TC0328_SP_SET: ABUTMENT
 TC0328_STAMPING: 6804-F 1972
 TC0328_MARK LOGO: MNDT  
 TC0328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC0328
 TC0328  HISTORY     - Date     Condition        Report By
 TC0328  HISTORY     - 1972     MONUMENTED       MNDT
 TC0328  HISTORY     - 1981     POOR             NGS
 TC0328
 TC0328                          STATION DESCRIPTION
 TC0328
 TC0328'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0328'0.5 MI SE FROM SWIFT.
 TC0328'MARK IS LOCATED 0.5 MILES SOUTHEAST ALONG TH 11 FROM THE JUNCTION OF
 TC0328'TH 11 AND COUNTY ROAD 2 IN SWIFT, THENCE, 0.05 MILES NORTHEAST AT MILE
 TC0328'POINT 99.2, IN THE NORTHWEST (MOST WESTERLY) CORNER (ABUTMENT) OF
 TC0328'BRIDGE NO. 3742, OLD TH 11 OVER A SMALL CREEK, OPPOSITE RAILROAD MILE
 TC0328'POINT 31.5.  SE 1/4 SECTION 18, T 162, R 35.  NOTE-- THE SOUTHEAST
 TC0328'ABUTMENT OF THIS BRIDGE APPEARS TO HAVE SETTLED ABOUT 1 FOOT.
 TC0328
 TC0328                          STATION RECOVERY (1981)
 TC0328
 TC0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0328'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0332 ***********************************************************************
 TC0332  DESIGNATION -  6804 G
 TC0332  PID         -  TC0332
 TC0332  STATE/COUNTY-  MN/ROSEAU
 TC0332  USGS QUAD   -  SWIFT (1984)
 TC0332
 TC0332                         *CURRENT SURVEY CONTROL
 TC0332  ___________________________________________________________________
 TC0332* NAD 83(1986)-  48 51 44.     (N)    095 14 35.     (W)     SCALED    
 TC0332* NAVD 88     -       330.841  (meters)    1085.43   (feet)  ADJUSTED  
 TC0332  ___________________________________________________________________
 TC0332  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 TC0332  DYNAMIC HT  -         330.930 (meters)    1085.73  (feet)  COMP
 TC0332  MODELED GRAV-     980,870.3   (mgal)                       NAVD 88
 TC0332
 TC0332  VERT ORDER  -  FIRST     CLASS II
 TC0332
 TC0332.The horizontal coordinates were scaled from a topographic map and have
 TC0332.an estimated accuracy of +/- 6 seconds.
 TC0332
 TC0332.The orthometric height was determined by differential leveling
 TC0332.and adjusted by the National Geodetic Survey in June 1991..
 TC0332
 TC0332.The geoid height was determined by GEOID03.
 TC0332
 TC0332.The dynamic height is computed by dividing the NAVD 88
 TC0332.geopotential number by the normal gravity value computed on the
 TC0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0332.degrees latitude (g = 980.6199 gals.).
 TC0332
 TC0332.The modeled gravity was interpolated from observed gravity values.
 TC0332
 TC0332;                    North         East    Units  Estimated Accuracy
 TC0332;SPC MN N     -   364,820.      642,770.      MT  (+/- 180 meters Scaled)
 TC0332
 TC0332                          SUPERSEDED SURVEY CONTROL
 TC0332
 TC0332  NGVD 29 (??/??/92)  330.294  (m)         1083.64   (f) ADJ UNCH    1 2
 TC0332
 TC0332.Superseded values are not recommended for survey control.
 TC0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0332.See file dsdata.txt to determine how the superseded data were derived.
 TC0332
 TC0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ354145(NAD 83)
 TC0332_MARKER: DD = SURVEY DISK
 TC0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TC0332_SP_SET: MONUMENT
 TC0332_STAMPING: 6804-G 1972
 TC0332_MARK LOGO: MNDT  
 TC0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0332
 TC0332  HISTORY     - Date     Condition        Report By
 TC0332  HISTORY     - 1972     MONUMENTED       MNDT
 TC0332  HISTORY     - 1981     GOOD             NGS
 TC0332
 TC0332                          STATION DESCRIPTION
 TC0332
 TC0332'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0332'1.1 MI NW FROM SWIFT.
 TC0332'MARK IS LOCATED 1.1 MILES NORTHWEST ALONG TH 11 FROM THE JUNCTION OF
 TC0332'TH 11 AND COUNTY ROAD 2 AT SWIFT, 80 FEET NORTHEAST OF AND 2 FEET
 TC0332'LOWER THAN THE TH 11 CENTERLINE AT MILE POINT 97.4, 102 FEET SOUTHWEST
 TC0332'OF POWER POLE NO. 57, 57 FEET WEST-SOUTHWEST OF A RAILROAD CROSSING
 TC0332'POST, 50.6 FEET SOUTHWEST OF THE SOUTH RAIL OF THE CANADIAN NATIONAL
 TC0332'RAILWAY, 44 FEET WEST OF THE CENTER OF A TOWNSHIP ROAD, 1 FOOT SOUTH
 TC0332'OF A STEEL WITNESS POST, IN A CONCRETE MONUMENT PROJECTING 6 INCHES
 TC0332'ABOVE GROUND.  SE 1/4 SECTION 11 ,T 162 ,R 36.
 TC0332
 TC0332                          STATION RECOVERY (1981)
 TC0332
 TC0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0342 ***********************************************************************
 TC0342  DESIGNATION -  6804 J
 TC0342  PID         -  TC0342
 TC0342  STATE/COUNTY-  MN/ROSEAU
 TC0342  USGS QUAD   -  WARROAD (1994)
 TC0342
 TC0342                         *CURRENT SURVEY CONTROL
 TC0342  ___________________________________________________________________
 TC0342* NAD 83(1986)-  48 53 48.     (N)    095 18 58.     (W)     SCALED    
 TC0342* NAVD 88     -       326.886  (meters)    1072.46   (feet)  ADJUSTED  
 TC0342  ___________________________________________________________________
 TC0342  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 TC0342  DYNAMIC HT  -         326.981 (meters)    1072.77  (feet)  COMP
 TC0342  MODELED GRAV-     980,891.3   (mgal)                       NAVD 88
 TC0342
 TC0342  VERT ORDER  -  FIRST     CLASS II
 TC0342
 TC0342.The horizontal coordinates were scaled from a topographic map and have
 TC0342.an estimated accuracy of +/- 6 seconds.
 TC0342
 TC0342.The orthometric height was determined by differential leveling
 TC0342.and adjusted by the National Geodetic Survey in June 1991..
 TC0342
 TC0342.The geoid height was determined by GEOID03.
 TC0342
 TC0342.The dynamic height is computed by dividing the NAVD 88
 TC0342.geopotential number by the normal gravity value computed on the
 TC0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0342.degrees latitude (g = 980.6199 gals.).
 TC0342
 TC0342.The modeled gravity was interpolated from observed gravity values.
 TC0342
 TC0342;                    North         East    Units  Estimated Accuracy
 TC0342;SPC MN N     -   368,800.      637,520.      MT  (+/- 180 meters Scaled)
 TC0342
 TC0342                          SUPERSEDED SURVEY CONTROL
 TC0342
 TC0342  NGVD 29 (??/??/92)  326.477  (m)         1071.12   (f) ADJ UNCH    1 2
 TC0342
 TC0342.Superseded values are not recommended for survey control.
 TC0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0342.See file dsdata.txt to determine how the superseded data were derived.
 TC0342
 TC0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ302185(NAD 83)
 TC0342_MARKER: DD = SURVEY DISK
 TC0342_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TC0342+WITH SETTING: PAVEMENT
 TC0342_SP_SET: MICROWAVE TOWER BASE
 TC0342_STAMPING: 6804 J 1972
 TC0342_MARK LOGO: MNDT  
 TC0342_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0342+STABILITY: SURFACE MOTION
 TC0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC0342+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1998
 TC0342
 TC0342  HISTORY     - Date     Condition        Report By
 TC0342  HISTORY     - 1972     MONUMENTED       MNDT
 TC0342  HISTORY     - 1981     GOOD             NGS
 TC0342  HISTORY     - 19980106 GOOD             MNDT
 TC0342
 TC0342                          STATION DESCRIPTION
 TC0342
 TC0342'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0342'0.5 MI S FROM WARROAD.
 TC0342'MARK IS LOCATED 0.5 MILES SOUTH AND SOUTHEAST ALONG TH 11 FROM THE
 TC0342'JUNCTION OF TH 11 AND LAKE STREET IN WARROAD, 229 FEET NORTHEAST OF
 TC0342'THE TH 11 CENTERLINE AT MILE POINT 93.3, 116 FEET SOUTHWEST OF THE
 TC0342'SOUTHWEST CORNER POST OF A CHAIN LINK FENCE AROUND ELECTRICAL
 TC0342'SUB-STATION TRANSFORMERS, IN THE WEST CORNER OF A TRIANGULAR CONCRETE
 TC0342'BASE OF A 175 FOOT MICRO WAVE TOWER AT THE MINNKOTA POWER CO-OPERATIVE
 TC0342'STATION AT WARROAD.  NE 1/4 SECTION 32, T 163, R 36.
 TC0342
 TC0342                          STATION RECOVERY (1981)
 TC0342
 TC0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0342'RECOVERED IN GOOD CONDITION.
 TC0342
 TC0342                          STATION RECOVERY (1998)
 TC0342
 TC0342'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 TC0342'MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0345 ***********************************************************************
 TC0345  DESIGNATION -  6804 L
 TC0345  PID         -  TC0345
 TC0345  STATE/COUNTY-  MN/ROSEAU
 TC0345  USGS QUAD   -  WARROAD (1994)
 TC0345
 TC0345                         *CURRENT SURVEY CONTROL
 TC0345  ___________________________________________________________________
 TC0345* NAD 83(1986)-  48 54 08.     (N)    095 19 13.     (W)     SCALED    
 TC0345* NAVD 88     -       327.125  (meters)    1073.24   (feet)  ADJUSTED  
 TC0345  ___________________________________________________________________
 TC0345  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 TC0345  DYNAMIC HT  -         327.221 (meters)    1073.56  (feet)  COMP
 TC0345  MODELED GRAV-     980,891.3   (mgal)                       NAVD 88
 TC0345
 TC0345  VERT ORDER  -  FIRST     CLASS II
 TC0345
 TC0345.The horizontal coordinates were scaled from a topographic map and have
 TC0345.an estimated accuracy of +/- 6 seconds.
 TC0345
 TC0345.The orthometric height was determined by differential leveling
 TC0345.and adjusted by the National Geodetic Survey in June 1991..
 TC0345
 TC0345.The geoid height was determined by GEOID03.
 TC0345
 TC0345.The dynamic height is computed by dividing the NAVD 88
 TC0345.geopotential number by the normal gravity value computed on the
 TC0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0345.degrees latitude (g = 980.6199 gals.).
 TC0345
 TC0345.The modeled gravity was interpolated from observed gravity values.
 TC0345
 TC0345;                    North         East    Units  Estimated Accuracy
 TC0345;SPC MN N     -   369,420.      637,230.      MT  (+/- 180 meters Scaled)
 TC0345
 TC0345                          SUPERSEDED SURVEY CONTROL
 TC0345
 TC0345  NGVD 29 (??/??/92)  326.710  (m)         1071.88   (f) ADJ UNCH    1 2
 TC0345
 TC0345.Superseded values are not recommended for survey control.
 TC0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0345.See file dsdata.txt to determine how the superseded data were derived.
 TC0345
 TC0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ299191(NAD 83)
 TC0345_MARKER: DD = SURVEY DISK
 TC0345_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TC0345_SP_SET: BRIDGE ABUTMENT
 TC0345_STAMPING: 6804 L 1972
 TC0345_MARK LOGO: MNDT  
 TC0345_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC0345+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1998
 TC0345
 TC0345  HISTORY     - Date     Condition        Report By
 TC0345  HISTORY     - 1972     MONUMENTED       MNDT
 TC0345  HISTORY     - 1981     GOOD             NGS
 TC0345  HISTORY     - 19980106 GOOD             MNDT
 TC0345
 TC0345                          STATION DESCRIPTION
 TC0345
 TC0345'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0345'IN WARROAD.
 TC0345'MARK IS LOCATED 0.15 MILES SOUTH ALONG TH 11 (STATE STREET) FROM THE
 TC0345'JUNCTION OF TH 11 AND LAKE STREET IN WARROAD, AT THE SOUTHEAST CORNER
 TC0345'OF BRIDGE NO. 9059, TH 11 (MILE POINT 92.8) OVER THE WARROAD RIVER,
 TC0345'7.5 FEET EAST OF THE WEST EDGE OF THE CONCRETE WALKWAY, 5.7 FEET NORTH
 TC0345'OF THE SOUTH EDGE OF THE BRIDGE, 0.5 FEET EAST OF THE EAST EDGE OF THE
 TC0345'EAST CONCRETE RAILING.  SE 1/4 SECTION 29, T 163, R 36.
 TC0345
 TC0345                          STATION RECOVERY (1981)
 TC0345
 TC0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0345'RECOVERED IN GOOD CONDITION.
 TC0345
 TC0345                          STATION RECOVERY (1998)
 TC0345
 TC0345'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 TC0345'MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TC0347 ***********************************************************************
 TC0347  DESIGNATION -  6804 M 1
 TC0347  PID         -  TC0347
 TC0347  STATE/COUNTY-  MN/ROSEAU
 TC0347  USGS QUAD   -  WARROAD (1994)
 TC0347
 TC0347                         *CURRENT SURVEY CONTROL
 TC0347  ___________________________________________________________________
 TC0347* NAD 83(1986)-  48 54 19.     (N)    095 19 19.     (W)     SCALED    
 TC0347* NAVD 88     -       326.180  (meters)    1070.14   (feet)  ADJUSTED  
 TC0347  ___________________________________________________________________
 TC0347  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 TC0347  DYNAMIC HT  -         326.275 (meters)    1070.45  (feet)  COMP
 TC0347  MODELED GRAV-     980,891.1   (mgal)                       NAVD 88
 TC0347
 TC0347  VERT ORDER  -  FIRST     CLASS II
 TC0347
 TC0347.The horizontal coordinates were scaled from a topographic map and have
 TC0347.an estimated accuracy of +/- 6 seconds.
 TC0347
 TC0347.The orthometric height was determined by differential leveling
 TC0347.and adjusted by the National Geodetic Survey in June 1991..
 TC0347
 TC0347.The geoid height was determined by GEOID03.
 TC0347
 TC0347.The dynamic height is computed by dividing the NAVD 88
 TC0347.geopotential number by the normal gravity value computed on the
 TC0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0347.degrees latitude (g = 980.6199 gals.).
 TC0347
 TC0347.The modeled gravity was interpolated from observed gravity values.
 TC0347
 TC0347;                    North         East    Units  Estimated Accuracy
 TC0347;SPC MN N     -   369,770.      637,120.      MT  (+/- 180 meters Scaled)
 TC0347
 TC0347                          SUPERSEDED SURVEY CONTROL
 TC0347
 TC0347  NGVD 29 (??/??/92)  325.763  (m)         1068.77   (f) ADJ UNCH    1 2
 TC0347
 TC0347.Superseded values are not recommended for survey control.
 TC0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0347.See file dsdata.txt to determine how the superseded data were derived.
 TC0347
 TC0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ298195(NAD 83)
 TC0347_MARKER: DD = SURVEY DISK
 TC0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TC0347_SP_SET: DOOR SILL
 TC0347_STAMPING: 6804 M 1 1972
 TC0347_MARK LOGO: MNDT  
 TC0347_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC0347+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1998
 TC0347
 TC0347  HISTORY     - Date     Condition        Report By
 TC0347  HISTORY     - 1972     MONUMENTED       MNDT
 TC0347  HISTORY     - 1981     GOOD             NGS
 TC0347  HISTORY     - 19980106 GOOD             MNDT
 TC0347
 TC0347                          STATION DESCRIPTION
 TC0347
 TC0347'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0347'IN WARROAD.
 TC0347'MARK IS LOCATED 0.05 MILES NORTHWEST OF THE JUNCTION OF TH 11 (STATE
 TC0347'STREET) AND LAKE STREET IN WARROAD, 28 FEET NORTHEAST OF THE NORTHWEST
 TC0347'(MOST WESTERLY) CORNER OF THE WARROAD HIGH SCHOOL, 0.5 FEET SOUTHWEST
 TC0347'OF THE NORTHEAST SIDE OF LARGE OVERHEAD DOORWAY, IN THE DOOR SILL
 TC0347'ABOUT LEVEL WITH THE GROUND.  SW 1/4 SECTION 29, T 163, R 36.
 TC0347
 TC0347                          STATION RECOVERY (1981)
 TC0347
 TC0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0347'RECOVERED IN GOOD CONDITION.
 TC0347
 TC0347                          STATION RECOVERY (1998)
 TC0347
 TC0347'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 TC0347'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 TC0347'THE MARK IS LOCATED ABOUT IN WARROAD, 0.05 MI (0.08 KM) NW OF JCT OF
 TC0347'TH 11 AND LAKE ST, 0.12 MI (0.19 KM) WEST ON LAKE ST NW FROM JCT OF TH
 TC0347'11 AND LAKE ST NW, THEN 0.1 MI (0.2 KM) SOUTH ON 3RD ST NW TO SCHOOL,
 TC0347'IN DOOR SILL OF HIGH SCHOOL, NEAR A QUONSET STYLE BRICK BLDG, 28 FT
 TC0347'(8.5 M) NE OF NW COR OF SCHOOL, 0.5 FT (15.2 CM) SW OF NE SIDE OF
 TC0347'OVERHEAD DOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4569 ***********************************************************************
 DG4569  DESIGNATION -  6805 A
 DG4569  PID         -  DG4569
 DG4569  STATE/COUNTY-  MN/ROSEAU
 DG4569  USGS QUAD   -  STRATHCONA (1962)
 DG4569
 DG4569                         *CURRENT SURVEY CONTROL
 DG4569  ___________________________________________________________________
 DG4569* NAD 83(1986)-  48 34 22.     (N)    096 10 13.     (W)     SCALED    
 DG4569* NAVD 88     -       339.449  (meters)    1113.68   (feet)  ADJUSTED  
 DG4569  ___________________________________________________________________
 DG4569  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DG4569  DYNAMIC HT  -         339.533 (meters)    1113.95  (feet)  COMP
 DG4569  MODELED GRAV-     980,848.5   (mgal)                       NAVD 88
 DG4569
 DG4569  VERT ORDER  -  SECOND    CLASS I
 DG4569
 DG4569.The horizontal coordinates were scaled from a topographic map and have
 DG4569.an estimated accuracy of +/- 6 seconds.
 DG4569
 DG4569.The orthometric height was determined by differential leveling
 DG4569.and adjusted by the National Geodetic Survey in July 2004..
 DG4569.No vertical observational check was made to the station.
 DG4569
 DG4569.The geoid height was determined by GEOID03.
 DG4569
 DG4569.The dynamic height is computed by dividing the NAVD 88
 DG4569.geopotential number by the normal gravity value computed on the
 DG4569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4569.degrees latitude (g = 980.6199 gals.).
 DG4569
 DG4569.The modeled gravity was interpolated from observed gravity values.
 DG4569
 DG4569;                    North         East    Units  Estimated Accuracy
 DG4569;SPC MN N     -   334,950.      573,490.      MT  (+/- 180 meters Scaled)
 DG4569
 DG4569                          SUPERSEDED SURVEY CONTROL
 DG4569
 DG4569.No superseded survey control is available for this station.
 DG4569
 DG4569_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU087838(NAD 83)
 DG4569_MARKER: DB = BENCH MARK DISK
 DG4569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4569_STAMPING: 6805 A
 DG4569_MARK LOGO: MNDT  
 DG4569_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG4569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4569+STABILITY: SURFACE MOTION
 DG4569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4569+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 DG4569
 DG4569  HISTORY     - Date     Condition        Report By
 DG4569  HISTORY     - 1957     MONUMENTED       MNDT
 DG4569  HISTORY     - 20030603 GOOD             MNDT
 DG4569
 DG4569                          STATION DESCRIPTION
 DG4569
 DG4569'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG4569'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 9 MI (14.5 KM)
 DG4569'SOUTH OF GREENBUSH, 1 MI (1.6 KM) NORTH OF NORTH LIMITS OF STATHCONA,
 DG4569'8.9 MILES (14.3 KM) SOUTH ALONG TH 32 FROM THE JCT OF TH 32 AND TH 11
 DG4569'IN GREENBUSH, 141 FT (43.0 M) WEST OF TH 32, AT TH 32 STA 1477+45, 120
 DG4569'FT (36.6 M) SOUTH OF EAST-WEST RD, 41 FT (12.5 M) WEST OF RR, 1.0 FT
 DG4569'(0.3 M) EAST OF WIT POST, PROJECTS 3 INCHES, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4566 ***********************************************************************
 DG4566  DESIGNATION -  6805 B
 DG4566  PID         -  DG4566
 DG4566  STATE/COUNTY-  MN/ROSEAU
 DG4566  USGS QUAD   -  GREENBUSH (1962)
 DG4566
 DG4566                         *CURRENT SURVEY CONTROL
 DG4566  ___________________________________________________________________
 DG4566* NAD 83(1986)-  48 38 18.     (N)    096 10 15.     (W)     SCALED    
 DG4566* NAVD 88     -       329.530  (meters)    1081.13   (feet)  ADJUSTED  
 DG4566  ___________________________________________________________________
 DG4566  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DG4566  DYNAMIC HT  -         329.610 (meters)    1081.40  (feet)  COMP
 DG4566  MODELED GRAV-     980,843.7   (mgal)                       NAVD 88
 DG4566
 DG4566  VERT ORDER  -  SECOND    CLASS I
 DG4566
 DG4566.The horizontal coordinates were scaled from a topographic map and have
 DG4566.an estimated accuracy of +/- 6 seconds.
 DG4566
 DG4566.The orthometric height was determined by differential leveling
 DG4566.and adjusted by the National Geodetic Survey in July 2004..
 DG4566
 DG4566.The geoid height was determined by GEOID03.
 DG4566
 DG4566.The dynamic height is computed by dividing the NAVD 88
 DG4566.geopotential number by the normal gravity value computed on the
 DG4566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4566.degrees latitude (g = 980.6199 gals.).
 DG4566
 DG4566.The modeled gravity was interpolated from observed gravity values.
 DG4566
 DG4566;                    North         East    Units  Estimated Accuracy
 DG4566;SPC MN N     -   342,230.      573,740.      MT  (+/- 180 meters Scaled)
 DG4566
 DG4566                          SUPERSEDED SURVEY CONTROL
 DG4566
 DG4566.No superseded survey control is available for this station.
 DG4566
 DG4566_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU084911(NAD 83)
 DG4566_MARKER: DB = BENCH MARK DISK
 DG4566_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG4566_SP_SET: BOX CULVERT
 DG4566_STAMPING: 6805 B 1957
 DG4566_MARK LOGO: MNDT  
 DG4566_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG4566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4566+STABILITY: SURFACE MOTION
 DG4566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4566+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 DG4566
 DG4566  HISTORY     - Date     Condition        Report By
 DG4566  HISTORY     - 1957     MONUMENTED       MNDT
 DG4566  HISTORY     - 20030603 GOOD             MNDT
 DG4566
 DG4566                          STATION DESCRIPTION
 DG4566
 DG4566'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG4566'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.3 MI (6.9 KM)
 DG4566'SOUTH OF OF GREENBUSH, IN SE HEADWALL OF TH 32 BOX CULVERT NO 6087, AT
 DG4566'TH 32 MP 140.53, 29.0 FT (8.8 M) EAST OF TH 32, FLUSH AND SUITABLE FOR
 DG4566'GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4563 ***********************************************************************
 DG4563  DESIGNATION -  6805 D RESET
 DG4563  PID         -  DG4563
 DG4563  STATE/COUNTY-  MN/ROSEAU
 DG4563  USGS QUAD   -  GREENBUSH (1962)
 DG4563
 DG4563                         *CURRENT SURVEY CONTROL
 DG4563  ___________________________________________________________________
 DG4563* NAD 83(1986)-  48 40 19.     (N)    096 10 04.     (W)     SCALED    
 DG4563* NAVD 88     -       325.076  (meters)    1066.52   (feet)  ADJUSTED  
 DG4563  ___________________________________________________________________
 DG4563  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DG4563  DYNAMIC HT  -         325.156 (meters)    1066.78  (feet)  COMP
 DG4563  MODELED GRAV-     980,847.3   (mgal)                       NAVD 88
 DG4563
 DG4563  VERT ORDER  -  SECOND    CLASS I
 DG4563
 DG4563.The horizontal coordinates were scaled from a topographic map and have
 DG4563.an estimated accuracy of +/- 6 seconds.
 DG4563
 DG4563.The orthometric height was determined by differential leveling
 DG4563.and adjusted by the National Geodetic Survey in July 2004..
 DG4563
 DG4563.The geoid height was determined by GEOID03.
 DG4563
 DG4563.The dynamic height is computed by dividing the NAVD 88
 DG4563.geopotential number by the normal gravity value computed on the
 DG4563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4563.degrees latitude (g = 980.6199 gals.).
 DG4563
 DG4563.The modeled gravity was interpolated from observed gravity values.
 DG4563
 DG4563;                    North         East    Units  Estimated Accuracy
 DG4563;SPC MN N     -   345,960.      574,110.      MT  (+/- 180 meters Scaled)
 DG4563
 DG4563                          SUPERSEDED SURVEY CONTROL
 DG4563
 DG4563.No superseded survey control is available for this station.
 DG4563
 DG4563_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU085948(NAD 83)
 DG4563_MARKER: DV = VERTICAL CONTROL DISK
 DG4563_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG4563_SP_SET: BOX CULVERT
 DG4563_STAMPING: 6805 D RESET 1986
 DG4563_MARK LOGO: MNDT  
 DG4563_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4563+STABILITY: SURFACE MOTION
 DG4563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4563+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 DG4563
 DG4563  HISTORY     - Date     Condition        Report By
 DG4563  HISTORY     - 1986     MONUMENTED       MNDT
 DG4563  HISTORY     - 20030603 GOOD             MNDT
 DG4563
 DG4563                          STATION DESCRIPTION
 DG4563
 DG4563'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG4563'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2 MI (3.2 KM)
 DG4563'SOUTH ALONG TH 32 FROM JCT OF TH 32 AND TH 11 AT GREENBUSH, AT TH 32
 DG4563'MP 142.86, 50 FT (15.2 M) EAST OF TH 32, IN SOUTH END OF EAST HEADWALL
 DG4563'OF TH 32 BOX CULVERT NO 6088, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4562 ***********************************************************************
 DG4562  DESIGNATION -  6805 E RESET
 DG4562  PID         -  DG4562
 DG4562  STATE/COUNTY-  MN/ROSEAU
 DG4562  USGS QUAD   -  GREENBUSH (1962)
 DG4562
 DG4562                         *CURRENT SURVEY CONTROL
 DG4562  ___________________________________________________________________
 DG4562* NAD 83(1986)-  48 40 36.     (N)    096 10 06.     (W)     SCALED    
 DG4562* NAVD 88     -       325.399  (meters)    1067.58   (feet)  ADJUSTED  
 DG4562  ___________________________________________________________________
 DG4562  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DG4562  DYNAMIC HT  -         325.480 (meters)    1067.85  (feet)  COMP
 DG4562  MODELED GRAV-     980,847.8   (mgal)                       NAVD 88
 DG4562
 DG4562  VERT ORDER  -  SECOND    CLASS I
 DG4562
 DG4562.The horizontal coordinates were scaled from a topographic map and have
 DG4562.an estimated accuracy of +/- 6 seconds.
 DG4562
 DG4562.The orthometric height was determined by differential leveling
 DG4562.and adjusted by the National Geodetic Survey in July 2004..
 DG4562
 DG4562.The geoid height was determined by GEOID03.
 DG4562
 DG4562.The dynamic height is computed by dividing the NAVD 88
 DG4562.geopotential number by the normal gravity value computed on the
 DG4562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4562.degrees latitude (g = 980.6199 gals.).
 DG4562
 DG4562.The modeled gravity was interpolated from observed gravity values.
 DG4562
 DG4562;                    North         East    Units  Estimated Accuracy
 DG4562;SPC MN N     -   346,480.      574,090.      MT  (+/- 180 meters Scaled)
 DG4562
 DG4562                          SUPERSEDED SURVEY CONTROL
 DG4562
 DG4562.No superseded survey control is available for this station.
 DG4562
 DG4562_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU084953(NAD 83)
 DG4562_MARKER: DV = VERTICAL CONTROL DISK
 DG4562_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG4562_SP_SET: BOX CULVERT
 DG4562_STAMPING: 6805 E RESET 1986
 DG4562_MARK LOGO: MNDT  
 DG4562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4562+STABILITY: SURFACE MOTION
 DG4562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4562+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 DG4562
 DG4562  HISTORY     - Date     Condition        Report By
 DG4562  HISTORY     - 1986     MONUMENTED       MNDT
 DG4562  HISTORY     - 20030603 GOOD             MNDT
 DG4562
 DG4562                          STATION DESCRIPTION
 DG4562
 DG4562'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DG4562'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.65 MI (2.66
 DG4562'KM) SOUTH ALONG TH 32 FROM JCT OF TH 32 AND TH 11 AT GREENBUSH, AT TH
 DG4562'32 MP 143.19, 50 FT (15.2 M) EAST OF TH 32, IN SOUTH END OF EAST
 DG4562'HEADWALL OF TH 32 BOX CULVERT NO 6089, FLUSH, MAGNETIC, AND SUITABLE
 DG4562'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4561 ***********************************************************************
 DG4561  DESIGNATION -  6805 G
 DG4561  PID         -  DG4561
 DG4561  STATE/COUNTY-  MN/ROSEAU
 DG4561  USGS QUAD   -  GREENBUSH (1962)
 DG4561
 DG4561                         *CURRENT SURVEY CONTROL
 DG4561  ___________________________________________________________________
 DG4561* NAD 83(1986)-  48 41 18.     (N)    096 10 29.     (W)     SCALED    
 DG4561* NAVD 88     -       325.879  (meters)    1069.15   (feet)  ADJUSTED  
 DG4561  ___________________________________________________________________
 DG4561  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DG4561  DYNAMIC HT  -         325.960 (meters)    1069.42  (feet)  COMP
 DG4561  MODELED GRAV-     980,849.2   (mgal)                       NAVD 88
 DG4561
 DG4561  VERT ORDER  -  SECOND    CLASS I
 DG4561
 DG4561.The horizontal coordinates were scaled from a topographic map and have
 DG4561.an estimated accuracy of +/- 6 seconds.
 DG4561
 DG4561.The orthometric height was determined by differential leveling
 DG4561.and adjusted by the National Geodetic Survey in July 2004..
 DG4561
 DG4561.The geoid height was determined by GEOID03.
 DG4561
 DG4561.The dynamic height is computed by dividing the NAVD 88
 DG4561.geopotential number by the normal gravity value computed on the
 DG4561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4561.degrees latitude (g = 980.6199 gals.).
 DG4561
 DG4561.The modeled gravity was interpolated from observed gravity values.
 DG4561
 DG4561;                    North         East    Units  Estimated Accuracy
 DG4561;SPC MN N     -   347,800.      573,670.      MT  (+/- 180 meters Scaled)
 DG4561
 DG4561                          SUPERSEDED SURVEY CONTROL
 DG4561
 DG4561.No superseded survey control is available for this station.
 DG4561
 DG4561_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU079966(NAD 83)
 DG4561_MARKER: DD = SURVEY DISK
 DG4561_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4561_STAMPING: 6805 G 2003
 DG4561_MARK LOGO: MNDT  
 DG4561_PROJECTION: FLUSH
 DG4561_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4561+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG4561_ROD/PIPE-DEPTH:  9.8 meters
 DG4561
 DG4561  HISTORY     - Date     Condition        Report By
 DG4561  HISTORY     - 2003     MONUMENTED       MNDT
 DG4561
 DG4561                          STATION DESCRIPTION
 DG4561
 DG4561'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG4561'THE MARK IS 1 MI (1.6 KM) SOUTH OF GREENBUSH, 0.8 MI (1.3 KM) SOUTH
 DG4561'ALONG TH 32 FROM THE JCT OF TH 32 AND TH 11 IN GREENBUSH, AT TH 32 MP
 DG4561'144.05, 99.2 FT (30.2 M) EAST OF TH 32, 17.5 FT (5.3 M) SOUTH OF ENT,
 DG4561'1.9 FT (0.6 M) NORTH OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DG4561'CONTROL MARK DISK SET ON TOP OF A 32 FT (9.8 M) DRIVEN ALUMINUM ROD
 DG4561'WITH A 3 FT (0.9 M) STABILIZER FIN IS, FLUSH, MAGNETIC, AND SUITABLE
 DG4561'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4564 ***********************************************************************
 DG4564  DESIGNATION -  6805 H
 DG4564  PID         -  DG4564
 DG4564  STATE/COUNTY-  MN/ROSEAU
 DG4564  USGS QUAD   -  GREENBUSH (1962)
 DG4564
 DG4564                         *CURRENT SURVEY CONTROL
 DG4564  ___________________________________________________________________
 DG4564* NAD 83(1986)-  48 39 44.     (N)    096 10 09.     (W)     SCALED    
 DG4564* NAVD 88     -       327.752  (meters)    1075.30   (feet)  ADJUSTED  
 DG4564  ___________________________________________________________________
 DG4564  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DG4564  DYNAMIC HT  -         327.832 (meters)    1075.56  (feet)  COMP
 DG4564  MODELED GRAV-     980,846.1   (mgal)                       NAVD 88
 DG4564
 DG4564  VERT ORDER  -  SECOND    CLASS I
 DG4564
 DG4564.The horizontal coordinates were scaled from a topographic map and have
 DG4564.an estimated accuracy of +/- 6 seconds.
 DG4564
 DG4564.The orthometric height was determined by differential leveling
 DG4564.and adjusted by the National Geodetic Survey in July 2004..
 DG4564
 DG4564.The geoid height was determined by GEOID03.
 DG4564
 DG4564.The dynamic height is computed by dividing the NAVD 88
 DG4564.geopotential number by the normal gravity value computed on the
 DG4564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4564.degrees latitude (g = 980.6199 gals.).
 DG4564
 DG4564.The modeled gravity was interpolated from observed gravity values.
 DG4564
 DG4564;                    North         East    Units  Estimated Accuracy
 DG4564;SPC MN N     -   344,880.      573,970.      MT  (+/- 180 meters Scaled)
 DG4564
 DG4564                          SUPERSEDED SURVEY CONTROL
 DG4564
 DG4564.No superseded survey control is available for this station.
 DG4564
 DG4564_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU084937(NAD 83)
 DG4564_MARKER: DB = BENCH MARK DISK
 DG4564_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG4564_SP_SET: BRIDGE ABUTMENT
 DG4564_STAMPING: 6805 H 2003
 DG4564_MARK LOGO: MNDT  
 DG4564_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG4564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4564+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 DG4564
 DG4564  HISTORY     - Date     Condition        Report By
 DG4564  HISTORY     - 1979     MONUMENTED       MNDT
 DG4564  HISTORY     - 20030603 GOOD             MNDT
 DG4564
 DG4564                          STATION DESCRIPTION
 DG4564
 DG4564'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG4564'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.5 MI (4.0 KM)
 DG4564'SOUTH OF GREENBUSH, IN ABUTMENT AT SE COR OF TH 32 BRDG NO 68004 OVER
 DG4564'DRAINAGE DITCH, 2.65 MI (4.26 KM) SOUTH ALONG TH 32 FROM THE JCT OF TH
 DG4564'32 AND TH 11 IN GREENBUSH, AT TH 32 MP 142.20, 26.9 FT (8.2 M) EAST OF
 DG4564'TH 32.  THE MARK, A STANDARD MNHD BENCHMARK DISK SET IN BRDG WHEN
 DG4564'BUILT 1979 THEN STAMPED IN 2003, IS FLUSH, AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4565 ***********************************************************************
 DG4565  DESIGNATION -  6805 J
 DG4565  PID         -  DG4565
 DG4565  STATE/COUNTY-  MN/ROSEAU
 DG4565  USGS QUAD   -  GREENBUSH (1962)
 DG4565
 DG4565                         *CURRENT SURVEY CONTROL
 DG4565  ___________________________________________________________________
 DG4565* NAD 83(1986)-  48 38 51.     (N)    096 10 20.     (W)     SCALED    
 DG4565* NAVD 88     -       326.950  (meters)    1072.67   (feet)  ADJUSTED  
 DG4565  ___________________________________________________________________
 DG4565  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DG4565  DYNAMIC HT  -         327.030 (meters)    1072.93  (feet)  COMP
 DG4565  MODELED GRAV-     980,844.5   (mgal)                       NAVD 88
 DG4565
 DG4565  VERT ORDER  -  SECOND    CLASS I
 DG4565
 DG4565.The horizontal coordinates were scaled from a topographic map and have
 DG4565.an estimated accuracy of +/- 6 seconds.
 DG4565
 DG4565.The orthometric height was determined by differential leveling
 DG4565.and adjusted by the National Geodetic Survey in July 2004..
 DG4565
 DG4565.The geoid height was determined by GEOID03.
 DG4565
 DG4565.The dynamic height is computed by dividing the NAVD 88
 DG4565.geopotential number by the normal gravity value computed on the
 DG4565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4565.degrees latitude (g = 980.6199 gals.).
 DG4565
 DG4565.The modeled gravity was interpolated from observed gravity values.
 DG4565
 DG4565;                    North         East    Units  Estimated Accuracy
 DG4565;SPC MN N     -   343,260.      573,680.      MT  (+/- 180 meters Scaled)
 DG4565
 DG4565                          SUPERSEDED SURVEY CONTROL
 DG4565
 DG4565.No superseded survey control is available for this station.
 DG4565
 DG4565_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU082921(NAD 83)
 DG4565_MARKER: DD = SURVEY DISK
 DG4565_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4565_STAMPING: 6805 J 2003
 DG4565_MARK LOGO: MNDT  
 DG4565_PROJECTION: FLUSH
 DG4565_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4565+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG4565_ROD/PIPE-DEPTH:  4.6 meters
 DG4565
 DG4565  HISTORY     - Date     Condition        Report By
 DG4565  HISTORY     - 2003     MONUMENTED       MNDT
 DG4565
 DG4565                          STATION DESCRIPTION
 DG4565
 DG4565'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG4565'THE MARK IS 3.5 MI (5.6 KM) SOUTH OF GREENBUSH, 3.7 MI (6.0 KM) SOUTH
 DG4565'ALONG TH 32 FROM THE JCT OF TH TH 32 AND TH 11 IN GREENBUSH, AT TH 32
 DG4565'MP 141.15, 148.2 FT (45.2 M) WEST OF TH 32, 17 FT (5.2 M) NORTH OF
 DG4565'GRAVEL RD, 1.4 FT (0.4 M) SOUTH OF WIT POST.  THE MARK, A STANDARD
 DG4565'MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A 15 FT (4.6 M) DRIVEN
 DG4565'ALUMINUM ROD WITH A 3 FT (0.9 M) STABLIZER FIN IS, FLUSH, MAGNETIC AND
 DG4565'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4567 ***********************************************************************
 DG4567  DESIGNATION -  6805 K
 DG4567  PID         -  DG4567
 DG4567  STATE/COUNTY-  MN/ROSEAU
 DG4567  USGS QUAD   -  STRATHCONA (1962)
 DG4567
 DG4567                         *CURRENT SURVEY CONTROL
 DG4567  ___________________________________________________________________
 DG4567* NAD 83(1986)-  48 36 28.     (N)    096 10 09.     (W)     SCALED    
 DG4567* NAVD 88     -       334.099  (meters)    1096.12   (feet)  ADJUSTED  
 DG4567  ___________________________________________________________________
 DG4567  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 DG4567  DYNAMIC HT  -         334.180 (meters)    1096.39  (feet)  COMP
 DG4567  MODELED GRAV-     980,843.2   (mgal)                       NAVD 88
 DG4567
 DG4567  VERT ORDER  -  SECOND    CLASS I
 DG4567
 DG4567.The horizontal coordinates were scaled from a topographic map and have
 DG4567.an estimated accuracy of +/- 6 seconds.
 DG4567
 DG4567.The orthometric height was determined by differential leveling
 DG4567.and adjusted by the National Geodetic Survey in July 2004..
 DG4567
 DG4567.The geoid height was determined by GEOID03.
 DG4567
 DG4567.The dynamic height is computed by dividing the NAVD 88
 DG4567.geopotential number by the normal gravity value computed on the
 DG4567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4567.degrees latitude (g = 980.6199 gals.).
 DG4567
 DG4567.The modeled gravity was interpolated from observed gravity values.
 DG4567
 DG4567;                    North         East    Units  Estimated Accuracy
 DG4567;SPC MN N     -   338,830.      573,730.      MT  (+/- 180 meters Scaled)
 DG4567
 DG4567                          SUPERSEDED SURVEY CONTROL
 DG4567
 DG4567.No superseded survey control is available for this station.
 DG4567
 DG4567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU086877(NAD 83)
 DG4567_MARKER: DD = SURVEY DISK
 DG4567_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4567_STAMPING: 6805 K 2003
 DG4567_MARK LOGO: MNDT  
 DG4567_PROJECTION: RECESSED 3 CENTIMETERS
 DG4567_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4567+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG4567_ROD/PIPE-DEPTH:  7.6 meters
 DG4567
 DG4567  HISTORY     - Date     Condition        Report By
 DG4567  HISTORY     - 2003     MONUMENTED       MNDT
 DG4567
 DG4567                          STATION DESCRIPTION
 DG4567
 DG4567'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG4567'THE MARK IS 6.5 MI (10.5 KM) SOUTH OF GREENBUSH, 6.4 MI (10.3 KM)
 DG4567'SOUTH ALONG TH 32 FROM THE JCT OF TH 32 AND TH 11 IN GREENBUSH, AT TH
 DG4567'32 MP 138.5, 65.8 FT (20.1 M) EAST OF TH 32, 13.2 FT (4.0 M) NORTH OF
 DG4567'ENT, 4.6 FT (1.4 M) NORTH OF WIT POST.  THE MARK, A STANDARD MNDT
 DG4567'GEODETIC CONTROL MARK DISK SET ON TOP OF A 25 FT (7.6 M) DRIVEN
 DG4567'ALUMINUM ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS, RECESSED 1 INCH,
 DG4567'MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4568 ***********************************************************************
 DG4568  DESIGNATION -  6805 L
 DG4568  PID         -  DG4568
 DG4568  STATE/COUNTY-  MN/ROSEAU
 DG4568  USGS QUAD   -  STRATHCONA (1962)
 DG4568
 DG4568                         *CURRENT SURVEY CONTROL
 DG4568  ___________________________________________________________________
 DG4568* NAD 83(1986)-  48 34 50.     (N)    096 10 11.     (W)     SCALED    
 DG4568* NAVD 88     -       338.625  (meters)    1110.97   (feet)  ADJUSTED  
 DG4568  ___________________________________________________________________
 DG4568  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DG4568  DYNAMIC HT  -         338.708 (meters)    1111.24  (feet)  COMP
 DG4568  MODELED GRAV-     980,847.2   (mgal)                       NAVD 88
 DG4568
 DG4568  VERT ORDER  -  SECOND    CLASS I
 DG4568
 DG4568.The horizontal coordinates were scaled from a topographic map and have
 DG4568.an estimated accuracy of +/- 6 seconds.
 DG4568
 DG4568.The orthometric height was determined by differential leveling
 DG4568.and adjusted by the National Geodetic Survey in July 2004..
 DG4568.No vertical observational check was made to the station.
 DG4568
 DG4568.The geoid height was determined by GEOID03.
 DG4568
 DG4568.The dynamic height is computed by dividing the NAVD 88
 DG4568.geopotential number by the normal gravity value computed on the
 DG4568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4568.degrees latitude (g = 980.6199 gals.).
 DG4568
 DG4568.The modeled gravity was interpolated from observed gravity values.
 DG4568
 DG4568;                    North         East    Units  Estimated Accuracy
 DG4568;SPC MN N     -   335,810.      573,570.      MT  (+/- 180 meters Scaled)
 DG4568
 DG4568                          SUPERSEDED SURVEY CONTROL
 DG4568
 DG4568.No superseded survey control is available for this station.
 DG4568
 DG4568_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU087846(NAD 83)
 DG4568_MARKER: DD = SURVEY DISK
 DG4568_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4568_STAMPING: 6805 L 2003
 DG4568_MARK LOGO: MNDT  
 DG4568_PROJECTION: FLUSH
 DG4568_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4568+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG4568_ROD/PIPE-DEPTH:  4.6 meters
 DG4568
 DG4568  HISTORY     - Date     Condition        Report By
 DG4568  HISTORY     - 2003     MONUMENTED       MNDT
 DG4568
 DG4568                          STATION DESCRIPTION
 DG4568
 DG4568'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG4568'THE MARK IS 8 MI (12.9 KM) SOUTH OF GREENBUSH, 8.25 MI (13.28 KM)
 DG4568'SOUTH ALONG TH 32 FROM THE JCT OF TH 32 AND TH 11 IN GREENBUSH, AT TH
 DG4568'32 MP 136.60, 80.1 FT (24.4 M) WEST OF TH 32, 8.3 FT (2.5 M) NORTH OF
 DG4568'ENT, 16.6 FT (5.1 M) EAST OF EAST RAIL, 4.1 FT (1.2 M) SOUTH OF WIT
 DG4568'POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP
 DG4568'OF A 15 FT (4.6 M) DRIVEN ALUMINUM ROD WITH A 3 FT (0.9 M) STABILIZER
 DG4568'FIN IS, FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7858 ***********************************************************************
 DE7858  DESIGNATION -  6806 A
 DE7858  PID         -  DE7858
 DE7858  STATE/COUNTY-  MN/ROSEAU
 DE7858  USGS QUAD   -  WANNASKA (1967)
 DE7858
 DE7858                         *CURRENT SURVEY CONTROL
 DE7858  ___________________________________________________________________
 DE7858* NAD 83(1986)-  48 39 28.     (N)    095 44 05.     (W)     SCALED    
 DE7858* NAVD 88     -       337.486  (meters)    1107.24   (feet)  ADJUSTED  
 DE7858  ___________________________________________________________________
 DE7858  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DE7858  DYNAMIC HT  -         337.568 (meters)    1107.50  (feet)  COMP
 DE7858  MODELED GRAV-     980,843.3   (mgal)                       NAVD 88
 DE7858
 DE7858  VERT ORDER  -  SECOND    CLASS I
 DE7858
 DE7858.The horizontal coordinates were scaled from a topographic map and have
 DE7858.an estimated accuracy of +/- 6 seconds.
 DE7858
 DE7858.The orthometric height was determined by differential leveling
 DE7858.and adjusted by the National Geodetic Survey in April 2004..
 DE7858
 DE7858.The geoid height was determined by GEOID03.
 DE7858
 DE7858.The dynamic height is computed by dividing the NAVD 88
 DE7858.geopotential number by the normal gravity value computed on the
 DE7858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7858.degrees latitude (g = 980.6199 gals.).
 DE7858
 DE7858.The modeled gravity was interpolated from observed gravity values.
 DE7858
 DE7858;                    North         East    Units  Estimated Accuracy
 DE7858;SPC MN N     -   343,210.      605,930.      MT  (+/- 180 meters Scaled)
 DE7858
 DE7858                          SUPERSEDED SURVEY CONTROL
 DE7858
 DE7858.No superseded survey control is available for this station.
 DE7858
 DE7858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP986930(NAD 83)
 DE7858_MARKER: DB = BENCH MARK DISK
 DE7858_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE7858_SP_SET: BRIDGE WINGWALL
 DE7858_STAMPING: 6806 A 1947
 DE7858_MARK LOGO: MNDT  
 DE7858_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7858_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7858+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1998
 DE7858
 DE7858  HISTORY     - Date     Condition        Report By
 DE7858  HISTORY     - 1947     MONUMENTED       MNDT
 DE7858  HISTORY     - 19980107 GOOD             MNDT
 DE7858
 DE7858                          STATION DESCRIPTION
 DE7858
 DE7858'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE7858'THE MARK IS LOCATED ABOUT AT WANNASKA, AT TH 89 MP 111.50, IN SE COR
 DE7858'OF TH 89 BRDG 6780 OVER SOUTH FORK OF ROSEAU RIVER, 19 FT (5.8 M) EAST
 DE7858'OF TH 89.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8619 ***********************************************************************
 AJ8619  DESIGNATION -  6806 C
 AJ8619  PID         -  AJ8619
 AJ8619  STATE/COUNTY-  MN/ROSEAU
 AJ8619  USGS QUAD   -  ROSEAU (1984)
 AJ8619
 AJ8619                         *CURRENT SURVEY CONTROL
 AJ8619  ___________________________________________________________________
 AJ8619* NAD 83(1996)-  48 48 16.19429(N)    095 46 03.41969(W)     ADJUSTED  
 AJ8619* NAVD 88     -       322.307  (meters)    1057.44   (feet)  ADJUSTED  
 AJ8619  ___________________________________________________________________
 AJ8619  X           -    -422,980.435 (meters)                     COMP
 AJ8619  Y           -  -4,187,705.363 (meters)                     COMP
 AJ8619  Z           -   4,776,488.657 (meters)                     COMP
 AJ8619  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 AJ8619  ELLIP HEIGHT-         294.31  (meters)          (03/29/02) GPS OBS
 AJ8619  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AJ8619  DYNAMIC HT  -         322.391 (meters)    1057.71  (feet)  COMP
 AJ8619  MODELED GRAV-     980,861.0   (mgal)                       NAVD 88
 AJ8619
 AJ8619  HORZ ORDER  -  FIRST
 AJ8619  VERT ORDER  -  SECOND    CLASS I
 AJ8619  ELLP ORDER  -  FOURTH    CLASS I
 AJ8619
 AJ8619.The horizontal coordinates were established by GPS observations
 AJ8619.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8619
 AJ8619.The orthometric height was determined by differential leveling
 AJ8619.and adjusted by the National Geodetic Survey in April 2004..
 AJ8619
 AJ8619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8619
 AJ8619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8619
 AJ8619.The ellipsoidal height was determined by GPS observations
 AJ8619.and is referenced to NAD 83.
 AJ8619
 AJ8619.The geoid height was determined by GEOID03.
 AJ8619
 AJ8619.The dynamic height is computed by dividing the NAVD 88
 AJ8619.geopotential number by the normal gravity value computed on the
 AJ8619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8619.degrees latitude (g = 980.6199 gals.).
 AJ8619
 AJ8619.The modeled gravity was interpolated from observed gravity values.
 AJ8619
 AJ8619;                    North         East     Units Scale Factor Converg.
 AJ8619;SPC MN N     -   359,596.939   604,072.709   MT  1.00004633   -1 58 38.2
 AJ8619;UTM  15      - 5,409,417.591   296,788.833   MT  1.00010735   -2 04 59.7
 AJ8619
 AJ8619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8619!SPC MN N     -   0.99995388  x   1.00004633  =   1.00000021
 AJ8619!UTM  15      -   0.99995388  x   1.00010735  =   1.00006122
 AJ8619
 AJ8619:                Primary Azimuth Mark                     Grid Az
 AJ8619:SPC MN N     -  6806 D                                   183 08 42.1
 AJ8619:UTM  15      -  6806 D                                   183 15 03.6
 AJ8619
 AJ8619|---------------------------------------------------------------------|
 AJ8619| PID    Reference Object                     Distance      Geod. Az  |
 AJ8619|                                                           dddmmss.s |
 AJ8619| AJ8620 6806 D                              APPROX. 1.6 KM 1811003.9 |
 AJ8619|---------------------------------------------------------------------|
 AJ8619
 AJ8619                          SUPERSEDED SURVEY CONTROL
 AJ8619
 AJ8619  NAVD 88 (03/29/02)  322.31   (m)         1057.4    (f) LEVELING    3  
 AJ8619
 AJ8619.Superseded values are not recommended for survey control.
 AJ8619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8619.See file dsdata.txt to determine how the superseded data were derived.
 AJ8619
 AJ8619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ9678909418(NAD 83)
 AJ8619_MARKER: DD = SURVEY DISK
 AJ8619_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8619_STAMPING: 6806 C 1998
 AJ8619_MARK LOGO: MNDT  
 AJ8619_PROJECTION: FLUSH
 AJ8619_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8619+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8619_ROD/PIPE-DEPTH:  6.1 meters
 AJ8619
 AJ8619  HISTORY     - Date     Condition        Report By
 AJ8619  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8619
 AJ8619                          STATION DESCRIPTION
 AJ8619
 AJ8619'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8619'3.0 MI (4.8 KM) SOUTH OF ROSEAU, 3.05 MI (4.91 KM) SOUTH ALONG TH 89
 AJ8619'FROM JCT OF TH 89 AND TH 11 IN ROSEAU, AT TH 89 MP 122.3, 81.0 FT
 AJ8619'(24.7 M) EAST OF TH 89, 39.0 FT (11.9 M) SOUTH OF RD, 75.2 FT (22.9 M)
 AJ8619'SOUTH OF P-POLE, 4.7 FT (1.4 M) ENE OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8620 ***********************************************************************
 AJ8620  DESIGNATION -  6806 D
 AJ8620  PID         -  AJ8620
 AJ8620  STATE/COUNTY-  MN/ROSEAU
 AJ8620  USGS QUAD   -  ROSEAU (1984)
 AJ8620
 AJ8620                         *CURRENT SURVEY CONTROL
 AJ8620  ___________________________________________________________________
 AJ8620* NAD 83(1996)-  48 47 25.39326(N)    095 46 04.98690(W)     ADJUSTED  
 AJ8620* NAVD 88     -       322.649  (meters)    1058.56   (feet)  ADJUSTED  
 AJ8620  ___________________________________________________________________
 AJ8620  X           -    -423,130.944 (meters)                     COMP
 AJ8620  Y           -  -4,188,877.150 (meters)                     COMP
 AJ8620  Z           -   4,775,455.159 (meters)                     COMP
 AJ8620  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 AJ8620  ELLIP HEIGHT-         294.66  (meters)          (03/29/02) GPS OBS
 AJ8620  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AJ8620  DYNAMIC HT  -         322.732 (meters)    1058.83  (feet)  COMP
 AJ8620  MODELED GRAV-     980,859.0   (mgal)                       NAVD 88
 AJ8620
 AJ8620  HORZ ORDER  -  FIRST
 AJ8620  VERT ORDER  -  SECOND    CLASS I
 AJ8620  ELLP ORDER  -  FOURTH    CLASS I
 AJ8620
 AJ8620.The horizontal coordinates were established by GPS observations
 AJ8620.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8620
 AJ8620.The orthometric height was determined by differential leveling
 AJ8620.and adjusted by the National Geodetic Survey in April 2004..
 AJ8620
 AJ8620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8620
 AJ8620.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8620
 AJ8620.The ellipsoidal height was determined by GPS observations
 AJ8620.and is referenced to NAD 83.
 AJ8620
 AJ8620.The geoid height was determined by GEOID03.
 AJ8620
 AJ8620.The dynamic height is computed by dividing the NAVD 88
 AJ8620.geopotential number by the normal gravity value computed on the
 AJ8620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8620.degrees latitude (g = 980.6199 gals.).
 AJ8620
 AJ8620.The modeled gravity was interpolated from observed gravity values.
 AJ8620
 AJ8620;                    North         East     Units Scale Factor Converg.
 AJ8620;SPC MN N     -   358,029.638   603,986.591   MT  1.00004217   -1 58 39.4
 AJ8620;UTM  15      - 5,407,850.352   296,699.817   MT  1.00010779   -2 04 59.3
 AJ8620
 AJ8620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8620!SPC MN N     -   0.99995382  x   1.00004217  =   0.99999599
 AJ8620!UTM  15      -   0.99995382  x   1.00010779  =   1.00006161
 AJ8620
 AJ8620:                Primary Azimuth Mark                     Grid Az
 AJ8620:SPC MN N     -  6806 C                                   003 08 42.1
 AJ8620:UTM  15      -  6806 C                                   003 15 02.0
 AJ8620
 AJ8620|---------------------------------------------------------------------|
 AJ8620| PID    Reference Object                     Distance      Geod. Az  |
 AJ8620|                                                           dddmmss.s |
 AJ8620| AJ8619 6806 C                              APPROX. 1.6 KM 0011002.7 |
 AJ8620|---------------------------------------------------------------------|
 AJ8620
 AJ8620                          SUPERSEDED SURVEY CONTROL
 AJ8620
 AJ8620  NAVD 88 (03/29/02)  322.65   (m)         1058.6    (f) LEVELING    3  
 AJ8620
 AJ8620.Superseded values are not recommended for survey control.
 AJ8620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8620.See file dsdata.txt to determine how the superseded data were derived.
 AJ8620
 AJ8620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ9670007850(NAD 83)
 AJ8620_MARKER: DD = SURVEY DISK
 AJ8620_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8620_STAMPING: 6806 D 1998
 AJ8620_MARK LOGO: MNDT  
 AJ8620_PROJECTION: FLUSH
 AJ8620_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8620+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8620_ROD/PIPE-DEPTH:  9.1 meters
 AJ8620
 AJ8620  HISTORY     - Date     Condition        Report By
 AJ8620  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8620
 AJ8620                          STATION DESCRIPTION
 AJ8620
 AJ8620'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8620'4.0 MI (6.4 KM) SOUTH OF ROSEAU, 4.05 MI (6.52 KM) SOUTH ALONG TH 89
 AJ8620'FROM JCT OF TH 89 AND TH 11 IN ROSEAU, AT TH 89 MP 121.3, 119.0 FT
 AJ8620'(36.3 M) WEST OF TH 89, 39.0 FT (11.9 M) NORTH OF RD, 6.9 FT (2.1 M)
 AJ8620'ESE OF P-POLE, 51.6 FT (15.7 M) WEST OF UNDERGROUND CABLE MARKER, 2.9
 AJ8620'FT (0.9 M) WEST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8621 ***********************************************************************
 AJ8621  DESIGNATION -  6806 E
 AJ8621  PID         -  AJ8621
 AJ8621  STATE/COUNTY-  MN/ROSEAU
 AJ8621  USGS QUAD   -  ROSEAU (1984)
 AJ8621
 AJ8621                         *CURRENT SURVEY CONTROL
 AJ8621  ___________________________________________________________________
 AJ8621* NAD 83(1996)-  48 45 41.44110(N)    095 45 59.63606(W)     ADJUSTED  
 AJ8621* NAVD 88     -       324.527  (meters)    1064.72   (feet)  ADJUSTED  
 AJ8621  ___________________________________________________________________
 AJ8621  X           -    -423,265.085 (meters)                     COMP
 AJ8621  Y           -  -4,191,292.475 (meters)                     COMP
 AJ8621  Z           -   4,773,340.351 (meters)                     COMP
 AJ8621  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 AJ8621  ELLIP HEIGHT-         296.57  (meters)          (03/29/02) GPS OBS
 AJ8621  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AJ8621  DYNAMIC HT  -         324.609 (meters)    1064.99  (feet)  COMP
 AJ8621  MODELED GRAV-     980,855.0   (mgal)                       NAVD 88
 AJ8621
 AJ8621  HORZ ORDER  -  FIRST
 AJ8621  VERT ORDER  -  SECOND    CLASS I
 AJ8621  ELLP ORDER  -  FOURTH    CLASS I
 AJ8621
 AJ8621.The horizontal coordinates were established by GPS observations
 AJ8621.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8621
 AJ8621.The orthometric height was determined by differential leveling
 AJ8621.and adjusted by the National Geodetic Survey in April 2004..
 AJ8621
 AJ8621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8621
 AJ8621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8621
 AJ8621.The ellipsoidal height was determined by GPS observations
 AJ8621.and is referenced to NAD 83.
 AJ8621
 AJ8621.The geoid height was determined by GEOID03.
 AJ8621
 AJ8621.The dynamic height is computed by dividing the NAVD 88
 AJ8621.geopotential number by the normal gravity value computed on the
 AJ8621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8621.degrees latitude (g = 980.6199 gals.).
 AJ8621
 AJ8621.The modeled gravity was interpolated from observed gravity values.
 AJ8621
 AJ8621;                    North         East     Units Scale Factor Converg.
 AJ8621;SPC MN N     -   354,816.536   603,984.990   MT  1.00003385   -1 58 35.4
 AJ8621;UTM  15      - 5,404,637.034   296,692.324   MT  1.00010783   -2 04 51.9
 AJ8621
 AJ8621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8621!SPC MN N     -   0.99995352  x   1.00003385  =   0.99998737
 AJ8621!UTM  15      -   0.99995352  x   1.00010783  =   1.00006135
 AJ8621
 AJ8621                          SUPERSEDED SURVEY CONTROL
 AJ8621
 AJ8621  NAVD 88 (03/29/02)  324.52   (m)         1064.7    (f) LEVELING    3  
 AJ8621
 AJ8621.Superseded values are not recommended for survey control.
 AJ8621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8621.See file dsdata.txt to determine how the superseded data were derived.
 AJ8621
 AJ8621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ9669204637(NAD 83)
 AJ8621_MARKER: DD = SURVEY DISK
 AJ8621_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8621_STAMPING: 6806 E 1998
 AJ8621_MARK LOGO: MNDT  
 AJ8621_PROJECTION: FLUSH
 AJ8621_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8621+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8621_ROD/PIPE-DEPTH:  4.3 meters
 AJ8621
 AJ8621  HISTORY     - Date     Condition        Report By
 AJ8621  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8621
 AJ8621                          STATION DESCRIPTION
 AJ8621
 AJ8621'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8621'6.0 MI (9.7 KM) SOUTH OF ROSEAU, 6.1 MI (9.8 KM) SOUTH ALONG TH 89
 AJ8621'FROM JCT OF TH 89 AND TH 11 IN ROSEAU, AT TH 89 MP 119.30, 71.0 FT
 AJ8621'(21.6 M) EAST OF TH 89, 44.0 FT (13.4 M) NORTH OF RD, 10.5 FT (3.2 M)
 AJ8621'NW OF P-POLE, 2.7 FT (0.8 M) NORTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8622 ***********************************************************************
 AJ8622  DESIGNATION -  6806 F
 AJ8622  PID         -  AJ8622
 AJ8622  STATE/COUNTY-  MN/ROSEAU
 AJ8622  USGS QUAD   -  WANNASKA (1967)
 AJ8622
 AJ8622                         *CURRENT SURVEY CONTROL
 AJ8622  ___________________________________________________________________
 AJ8622* NAD 83(1996)-  48 41 59.16815(N)    095 44 03.86517(W)     ADJUSTED  
 AJ8622* NAVD 88     -       332.033  (meters)    1089.34   (feet)  ADJUSTED  
 AJ8622  ___________________________________________________________________
 AJ8622  X           -    -421,428.718 (meters)                     COMP
 AJ8622  Y           -  -4,196,669.395 (meters)                     COMP
 AJ8622  Z           -   4,768,816.979 (meters)                     COMP
 AJ8622  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 AJ8622  ELLIP HEIGHT-         304.13  (meters)          (03/29/02) GPS OBS
 AJ8622  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AJ8622  DYNAMIC HT  -         332.115 (meters)    1089.61  (feet)  COMP
 AJ8622  MODELED GRAV-     980,846.5   (mgal)                       NAVD 88
 AJ8622
 AJ8622  HORZ ORDER  -  FIRST
 AJ8622  VERT ORDER  -  SECOND    CLASS I
 AJ8622  ELLP ORDER  -  FOURTH    CLASS I
 AJ8622
 AJ8622.The horizontal coordinates were established by GPS observations
 AJ8622.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8622
 AJ8622.The orthometric height was determined by differential leveling
 AJ8622.and adjusted by the National Geodetic Survey in April 2004..
 AJ8622
 AJ8622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8622
 AJ8622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8622
 AJ8622.The ellipsoidal height was determined by GPS observations
 AJ8622.and is referenced to NAD 83.
 AJ8622
 AJ8622.The geoid height was determined by GEOID03.
 AJ8622
 AJ8622.The dynamic height is computed by dividing the NAVD 88
 AJ8622.geopotential number by the normal gravity value computed on the
 AJ8622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8622.degrees latitude (g = 980.6199 gals.).
 AJ8622
 AJ8622.The modeled gravity was interpolated from observed gravity values.
 AJ8622
 AJ8622;                    North         East     Units Scale Factor Converg.
 AJ8622;SPC MN N     -   347,873.250   606,114.036   MT  1.00001691   -1 57 09.6
 AJ8622;UTM  15      - 5,397,689.380   298,808.998   MT  1.00009732   -2 03 17.8
 AJ8622
 AJ8622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8622!SPC MN N     -   0.99995234  x   1.00001691  =   0.99996925
 AJ8622!UTM  15      -   0.99995234  x   1.00009732  =   1.00004965
 AJ8622
 AJ8622:                Primary Azimuth Mark                     Grid Az
 AJ8622:SPC MN N     -  6806 G                                   181 10 49.9
 AJ8622:UTM  15      -  6806 G                                   181 16 58.1
 AJ8622
 AJ8622|---------------------------------------------------------------------|
 AJ8622| PID    Reference Object                     Distance      Geod. Az  |
 AJ8622|                                                           dddmmss.s |
 AJ8622| AJ8623 6806 G                              APPROX. 1.6 KM 1791340.3 |
 AJ8622|---------------------------------------------------------------------|
 AJ8622
 AJ8622                          SUPERSEDED SURVEY CONTROL
 AJ8622
 AJ8622  NAVD 88 (03/29/02)  332.03   (m)         1089.3    (f) LEVELING    3  
 AJ8622
 AJ8622.Superseded values are not recommended for survey control.
 AJ8622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8622.See file dsdata.txt to determine how the superseded data were derived.
 AJ8622
 AJ8622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9880997689(NAD 83)
 AJ8622_MARKER: DD = SURVEY DISK
 AJ8622_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8622_STAMPING: 6806 F 1998
 AJ8622_MARK LOGO: MNDT  
 AJ8622_PROJECTION: FLUSH
 AJ8622_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8622+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8622_ROD/PIPE-DEPTH:  4.6 meters
 AJ8622
 AJ8622  HISTORY     - Date     Condition        Report By
 AJ8622  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8622
 AJ8622                          STATION DESCRIPTION
 AJ8622
 AJ8622'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8622'3.0 MI (4.8 KM) NORTH OF WANNASKA, 2.95 MI (4.75 KM) NORTH ALONG TH 89
 AJ8622'FROM JCT OF TH 89 AND THE ROSEAU RIVER IN WANNASKA, AT TH 89 MP
 AJ8622'114.40, 79.0 FT (24.1 M) NORTH OF CO RD 20, 165.0 FT (50.3 M) NE OF TH
 AJ8622'89, 78.0 FT (23.8 M) EAST OF RD, 12.4 FT (3.8 M) SOUTH P-POLE, 47.7 FT
 AJ8622'(14.5 M) ESE OF CABLE MARKER, 3.0 FT (0.9 M) SOUTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8623 ***********************************************************************
 AJ8623  DESIGNATION -  6806 G
 AJ8623  PID         -  AJ8623
 AJ8623  STATE/COUNTY-  MN/ROSEAU
 AJ8623  USGS QUAD   -  WANNASKA (1967)
 AJ8623
 AJ8623                         *CURRENT SURVEY CONTROL
 AJ8623  ___________________________________________________________________
 AJ8623* NAD 83(1996)-  48 41 06.57575(N)    095 44 02.79468(W)     ADJUSTED  
 AJ8623* NAVD 88     -       335.196  (meters)    1099.72   (feet)  ADJUSTED  
 AJ8623  ___________________________________________________________________
 AJ8623  X           -    -421,529.081 (meters)                     COMP
 AJ8623  Y           -  -4,197,887.974 (meters)                     COMP
 AJ8623  Z           -   4,767,746.940 (meters)                     COMP
 AJ8623  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 AJ8623  ELLIP HEIGHT-         307.32  (meters)          (03/29/02) GPS OBS
 AJ8623  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AJ8623  DYNAMIC HT  -         335.278 (meters)    1099.99  (feet)  COMP
 AJ8623  MODELED GRAV-     980,845.2   (mgal)                       NAVD 88
 AJ8623
 AJ8623  HORZ ORDER  -  FIRST
 AJ8623  VERT ORDER  -  SECOND    CLASS I
 AJ8623  ELLP ORDER  -  FOURTH    CLASS I
 AJ8623
 AJ8623.The horizontal coordinates were established by GPS observations
 AJ8623.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8623
 AJ8623.The orthometric height was determined by differential leveling
 AJ8623.and adjusted by the National Geodetic Survey in April 2004..
 AJ8623
 AJ8623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8623
 AJ8623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8623
 AJ8623.The ellipsoidal height was determined by GPS observations
 AJ8623.and is referenced to NAD 83.
 AJ8623
 AJ8623.The geoid height was determined by GEOID03.
 AJ8623
 AJ8623.The dynamic height is computed by dividing the NAVD 88
 AJ8623.geopotential number by the normal gravity value computed on the
 AJ8623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8623.degrees latitude (g = 980.6199 gals.).
 AJ8623
 AJ8623.The modeled gravity was interpolated from observed gravity values.
 AJ8623
 AJ8623;                    North         East     Units Scale Factor Converg.
 AJ8623;SPC MN N     -   346,248.847   606,080.562   MT  1.00001307   -1 57 08.8
 AJ8623;UTM  15      - 5,396,064.906   298,772.628   MT  1.00009750   -2 03 15.3
 AJ8623
 AJ8623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8623!SPC MN N     -   0.99995184  x   1.00001307  =   0.99996491
 AJ8623!UTM  15      -   0.99995184  x   1.00009750  =   1.00004933
 AJ8623
 AJ8623:                Primary Azimuth Mark                     Grid Az
 AJ8623:SPC MN N     -  6806 F                                   001 10 49.9
 AJ8623:UTM  15      -  6806 F                                   001 16 56.4
 AJ8623
 AJ8623|---------------------------------------------------------------------|
 AJ8623| PID    Reference Object                     Distance      Geod. Az  |
 AJ8623|                                                           dddmmss.s |
 AJ8623| AJ8622 6806 F                              APPROX. 1.6 KM 3591341.1 |
 AJ8623|---------------------------------------------------------------------|
 AJ8623
 AJ8623                          SUPERSEDED SURVEY CONTROL
 AJ8623
 AJ8623  NAVD 88 (03/29/02)  335.19   (m)         1099.7    (f) LEVELING    3  
 AJ8623
 AJ8623.Superseded values are not recommended for survey control.
 AJ8623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8623.See file dsdata.txt to determine how the superseded data were derived.
 AJ8623
 AJ8623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9877396065(NAD 83)
 AJ8623_MARKER: DD = SURVEY DISK
 AJ8623_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8623_STAMPING: 6806 G 1998
 AJ8623_MARK LOGO: MNDT  
 AJ8623_PROJECTION: FLUSH
 AJ8623_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8623+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8623_ROD/PIPE-DEPTH:  4.6 meters
 AJ8623
 AJ8623  HISTORY     - Date     Condition        Report By
 AJ8623  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8623
 AJ8623                          STATION DESCRIPTION
 AJ8623
 AJ8623'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8623'2.0 MI (3.2 KM) NORTH OF WANNASKA, 1.9 MI (3.1 KM) NORTH ALONG TH 89
 AJ8623'FROM JCT OF TH 89 AND THE ROSEAU RIVER IN WANNASKA, AT TH 89 MP
 AJ8623'113.40, 37.0 FT (11.3 M) NORTH OF RD, 154.0 FT (46.9 M) EAST OF TH 89,
 AJ8623'13.0 FT (4.0 M) WEST OF P-POLE, 78.0 FT (23.8 M) EAST OF CABLE MARKER,
 AJ8623'2.8 FT (0.9 M) WEST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8624 ***********************************************************************
 AJ8624  DESIGNATION -  6806 H
 AJ8624  PID         -  AJ8624
 AJ8624  STATE/COUNTY-  MN/ROSEAU
 AJ8624  USGS QUAD   -  WANNASKA (1967)
 AJ8624
 AJ8624                         *CURRENT SURVEY CONTROL
 AJ8624  ___________________________________________________________________
 AJ8624* NAD 83(1996)-  48 38 28.91485(N)    095 44 03.92139(W)     ADJUSTED  
 AJ8624* NAVD 88     -       340.004  (meters)    1115.50   (feet)  ADJUSTED  
 AJ8624  ___________________________________________________________________
 AJ8624  X           -    -421,917.719 (meters)                     COMP
 AJ8624  Y           -  -4,201,527.447 (meters)                     COMP
 AJ8624  Z           -   4,764,533.837 (meters)                     COMP
 AJ8624  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AJ8624  ELLIP HEIGHT-         312.22  (meters)          (03/29/02) GPS OBS
 AJ8624  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AJ8624  DYNAMIC HT  -         340.086 (meters)    1115.77  (feet)  COMP
 AJ8624  MODELED GRAV-     980,842.6   (mgal)                       NAVD 88
 AJ8624
 AJ8624  HORZ ORDER  -  FIRST
 AJ8624  VERT ORDER  -  SECOND    CLASS I
 AJ8624  ELLP ORDER  -  FOURTH    CLASS I
 AJ8624
 AJ8624.The horizontal coordinates were established by GPS observations
 AJ8624.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8624
 AJ8624.The orthometric height was determined by differential leveling
 AJ8624.and adjusted by the National Geodetic Survey in April 2004..
 AJ8624
 AJ8624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8624
 AJ8624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8624
 AJ8624.The ellipsoidal height was determined by GPS observations
 AJ8624.and is referenced to NAD 83.
 AJ8624
 AJ8624.The geoid height was determined by GEOID03.
 AJ8624
 AJ8624.The dynamic height is computed by dividing the NAVD 88
 AJ8624.geopotential number by the normal gravity value computed on the
 AJ8624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8624.degrees latitude (g = 980.6199 gals.).
 AJ8624
 AJ8624.The modeled gravity was interpolated from observed gravity values.
 AJ8624
 AJ8624;                    North         East     Units Scale Factor Converg.
 AJ8624;SPC MN N     -   341,382.314   605,891.583   MT  1.00000197   -1 57 09.7
 AJ8624;UTM  15      - 5,391,198.272   298,575.044   MT  1.00009848   -2 03 11.2
 AJ8624
 AJ8624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8624!SPC MN N     -   0.99995107  x   1.00000197  =   0.99995304
 AJ8624!UTM  15      -   0.99995107  x   1.00009848  =   1.00004955
 AJ8624
 AJ8624                          SUPERSEDED SURVEY CONTROL
 AJ8624
 AJ8624  NAVD 88 (03/29/02)  340.00   (m)         1115.5    (f) LEVELING    3  
 AJ8624
 AJ8624.Superseded values are not recommended for survey control.
 AJ8624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8624.See file dsdata.txt to determine how the superseded data were derived.
 AJ8624
 AJ8624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9857591198(NAD 83)
 AJ8624_MARKER: DD = SURVEY DISK
 AJ8624_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8624_STAMPING: 6806 H 1998
 AJ8624_MARK LOGO: MNDT  
 AJ8624_PROJECTION: FLUSH
 AJ8624_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8624+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8624_ROD/PIPE-DEPTH:  4.6 meters
 AJ8624
 AJ8624  HISTORY     - Date     Condition        Report By
 AJ8624  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8624
 AJ8624                          STATION DESCRIPTION
 AJ8624
 AJ8624'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8624'1.0 MI (1.6 KM) SOUTH OF WANNASKA, 1.2 MI (1.9 KM) SOUTH ALONG TH 89
 AJ8624'FROM JCT OF TH 89 AND THE ROSEAU RIVER IN WANNASKA, AT TH 89 MP
 AJ8624'110.35, 97.0 FT (29.6 M) EAST OF TH 89, 67.0 FT (20.4 M) SOUTH OF CO
 AJ8624'RD 4, 7.6 FT (2.3 M) NORTH OF FENCE, 11.0 FT (3.4 M) SE OF A P-POLE,
 AJ8624'23.3 FT (7.1 M) ENE OF CABLE MARKER, 2.9 FT (0.9 M) NORTH OF A WIT
 AJ8624'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8625 ***********************************************************************
 AJ8625  DESIGNATION -  6806 J
 AJ8625  PID         -  AJ8625
 AJ8625  STATE/COUNTY-  MN/ROSEAU
 AJ8625  USGS QUAD   -  WANNASKA SW (1984)
 AJ8625
 AJ8625                         *CURRENT SURVEY CONTROL
 AJ8625  ___________________________________________________________________
 AJ8625* NAD 83(1996)-  48 36 44.05350(N)    095 44 04.71012(W)     ADJUSTED  
 AJ8625* NAVD 88     -       344.547  (meters)    1130.40   (feet)  ADJUSTED  
 AJ8625  ___________________________________________________________________
 AJ8625  X           -    -422,176.982 (meters)                     COMP
 AJ8625  Y           -  -4,203,947.531 (meters)                     COMP
 AJ8625  Z           -   4,762,396.264 (meters)                     COMP
 AJ8625  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 AJ8625  ELLIP HEIGHT-         316.84  (meters)          (03/29/02) GPS OBS
 AJ8625  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AJ8625  DYNAMIC HT  -         344.630 (meters)    1130.67  (feet)  COMP
 AJ8625  MODELED GRAV-     980,842.7   (mgal)                       NAVD 88
 AJ8625
 AJ8625  HORZ ORDER  -  FIRST
 AJ8625  VERT ORDER  -  SECOND    CLASS I
 AJ8625  ELLP ORDER  -  FOURTH    CLASS I
 AJ8625
 AJ8625.The horizontal coordinates were established by GPS observations
 AJ8625.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8625
 AJ8625.The orthometric height was determined by differential leveling
 AJ8625.and adjusted by the National Geodetic Survey in April 2004..
 AJ8625
 AJ8625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8625
 AJ8625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8625
 AJ8625.The ellipsoidal height was determined by GPS observations
 AJ8625.and is referenced to NAD 83.
 AJ8625
 AJ8625.The geoid height was determined by GEOID03.
 AJ8625
 AJ8625.The dynamic height is computed by dividing the NAVD 88
 AJ8625.geopotential number by the normal gravity value computed on the
 AJ8625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8625.degrees latitude (g = 980.6199 gals.).
 AJ8625
 AJ8625.The modeled gravity was interpolated from observed gravity values.
 AJ8625
 AJ8625;                    North         East     Units Scale Factor Converg.
 AJ8625;SPC MN N     -   338,145.627   605,765.067   MT  0.99999492   -1 57 10.3
 AJ8625;UTM  15      - 5,387,961.486   298,442.867   MT  1.00009914   -2 03 08.5
 AJ8625
 AJ8625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8625!SPC MN N     -   0.99995035  x   0.99999492  =   0.99994527
 AJ8625!UTM  15      -   0.99995035  x   1.00009914  =   1.00004948
 AJ8625
 AJ8625                          SUPERSEDED SURVEY CONTROL
 AJ8625
 AJ8625  NAVD 88 (03/29/02)  344.54   (m)         1130.4    (f) LEVELING    3  
 AJ8625
 AJ8625.Superseded values are not recommended for survey control.
 AJ8625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8625.See file dsdata.txt to determine how the superseded data were derived.
 AJ8625
 AJ8625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9844387961(NAD 83)
 AJ8625_MARKER: DD = SURVEY DISK
 AJ8625_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8625_STAMPING: 6806 J 1998
 AJ8625_MARK LOGO: MNDT  
 AJ8625_PROJECTION: FLUSH
 AJ8625_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8625+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8625_ROD/PIPE-DEPTH:  3.0 meters
 AJ8625
 AJ8625  HISTORY     - Date     Condition        Report By
 AJ8625  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8625
 AJ8625                          STATION DESCRIPTION
 AJ8625
 AJ8625'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8625'3.0 MI (4.8 KM) SOUTH OF WANNASKA, 3.25 MI (5.23 KM) SOUTH ALONG TH 89
 AJ8625'FROM THE JCT OF TH 89 AND ROSEAU RIVER IN WANNASKA, AT TH 89 MP
 AJ8625'108.35, 75.0 FT (22.9 M) WEST OF TH 89, 53.0 FT (16.2 M) SOUTH OF ENT,
 AJ8625'12.0 FT (3.7 M) SOUTH OF P-POLE, 24.3 FT (7.4 M) SSW OF CABLE MARKER,
 AJ8625'2.7 FT (0.8 M) SOUTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8626 ***********************************************************************
 AJ8626  DESIGNATION -  6806 K
 AJ8626  PID         -  AJ8626
 AJ8626  STATE/COUNTY-  MN/ROSEAU
 AJ8626  USGS QUAD   -  WANNASKA SW (1984)
 AJ8626
 AJ8626                         *CURRENT SURVEY CONTROL
 AJ8626  ___________________________________________________________________
 AJ8626* NAD 83(1996)-  48 35 01.18383(N)    095 43 59.87150(W)     ADJUSTED  
 AJ8626* NAVD 88     -       349.304  (meters)    1146.01   (feet)  ADJUSTED  
 AJ8626  ___________________________________________________________________
 AJ8626  X           -    -422,316.799 (meters)                     COMP
 AJ8626  Y           -  -4,206,332.281 (meters)                     COMP
 AJ8626  Z           -   4,760,298.329 (meters)                     COMP
 AJ8626  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 AJ8626  ELLIP HEIGHT-         321.68  (meters)          (03/29/02) GPS OBS
 AJ8626  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AJ8626  DYNAMIC HT  -         349.389 (meters)    1146.29  (feet)  COMP
 AJ8626  MODELED GRAV-     980,844.9   (mgal)                       NAVD 88
 AJ8626
 AJ8626  HORZ ORDER  -  FIRST
 AJ8626  VERT ORDER  -  SECOND    CLASS I
 AJ8626  ELLP ORDER  -  FOURTH    CLASS I
 AJ8626
 AJ8626.The horizontal coordinates were established by GPS observations
 AJ8626.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8626
 AJ8626.The orthometric height was determined by differential leveling
 AJ8626.and adjusted by the National Geodetic Survey in April 2004..
 AJ8626
 AJ8626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8626
 AJ8626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8626
 AJ8626.The ellipsoidal height was determined by GPS observations
 AJ8626.and is referenced to NAD 83.
 AJ8626
 AJ8626.The geoid height was determined by GEOID03.
 AJ8626
 AJ8626.The dynamic height is computed by dividing the NAVD 88
 AJ8626.geopotential number by the normal gravity value computed on the
 AJ8626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8626.degrees latitude (g = 980.6199 gals.).
 AJ8626
 AJ8626.The modeled gravity was interpolated from observed gravity values.
 AJ8626
 AJ8626;                    North         East     Units Scale Factor Converg.
 AJ8626;SPC MN N     -   334,966.536   605,755.891   MT  0.99998825   -1 57 06.7
 AJ8626;UTM  15      - 5,384,782.074   298,428.194   MT  1.00009922   -2 03 01.6
 AJ8626
 AJ8626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8626!SPC MN N     -   0.99994959  x   0.99998825  =   0.99993784
 AJ8626!UTM  15      -   0.99994959  x   1.00009922  =   1.00004880
 AJ8626
 AJ8626                          SUPERSEDED SURVEY CONTROL
 AJ8626
 AJ8626  NAVD 88 (03/29/02)  349.30   (m)         1146.0    (f) LEVELING    3  
 AJ8626
 AJ8626.Superseded values are not recommended for survey control.
 AJ8626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8626.See file dsdata.txt to determine how the superseded data were derived.
 AJ8626
 AJ8626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9842884782(NAD 83)
 AJ8626_MARKER: DD = SURVEY DISK
 AJ8626_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8626_STAMPING: 6806 K 1998
 AJ8626_MARK LOGO: MNDT  
 AJ8626_PROJECTION: FLUSH
 AJ8626_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8626+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8626_ROD/PIPE-DEPTH:  6.1 meters
 AJ8626
 AJ8626  HISTORY     - Date     Condition        Report By
 AJ8626  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8626
 AJ8626                          STATION DESCRIPTION
 AJ8626
 AJ8626'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8626'5.0 MI (8.0 KM) SOUTH OF WANNASKA, 5.25 MI (8.45 KM) SOUTH ALONG TH 89
 AJ8626'FROM THE JCT OF TH 89 AND ROSEAU RIVER IN WANNASKA, AT TH 89 MP
 AJ8626'106.40, 83.0 FT (25.3 M) EAST OF TH 89, 84.0 FT (25.6 M) NORTH OF CO
 AJ8626'RD 18, 3.2 FT (1.0 M) EAST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8627 ***********************************************************************
 AJ8627  DESIGNATION -  6806 L
 AJ8627  PID         -  AJ8627
 AJ8627  STATE/COUNTY-  MN/ROSEAU
 AJ8627  USGS QUAD   -  WANNASKA SW (1984)
 AJ8627
 AJ8627                         *CURRENT SURVEY CONTROL
 AJ8627  ___________________________________________________________________
 AJ8627* NAD 83(1996)-  48 32 49.55758(N)    095 43 58.11130(W)     ADJUSTED  
 AJ8627* NAVD 88     -       355.091  (meters)    1164.99   (feet)  ADJUSTED  
 AJ8627  ___________________________________________________________________
 AJ8627  X           -    -422,585.794 (meters)                     COMP
 AJ8627  Y           -  -4,209,372.889 (meters)                     COMP
 AJ8627  Z           -   4,757,611.995 (meters)                     COMP
 AJ8627  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 AJ8627  ELLIP HEIGHT-         327.59  (meters)          (03/29/02) GPS OBS
 AJ8627  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AJ8627  DYNAMIC HT  -         355.180 (meters)    1165.29  (feet)  COMP
 AJ8627  MODELED GRAV-     980,850.0   (mgal)                       NAVD 88
 AJ8627
 AJ8627  HORZ ORDER  -  FIRST
 AJ8627  VERT ORDER  -  SECOND    CLASS I
 AJ8627  ELLP ORDER  -  FOURTH    CLASS I
 AJ8627
 AJ8627.The horizontal coordinates were established by GPS observations
 AJ8627.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8627
 AJ8627.The orthometric height was determined by differential leveling
 AJ8627.and adjusted by the National Geodetic Survey in April 2004..
 AJ8627
 AJ8627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8627
 AJ8627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8627
 AJ8627.The ellipsoidal height was determined by GPS observations
 AJ8627.and is referenced to NAD 83.
 AJ8627
 AJ8627.The geoid height was determined by GEOID03.
 AJ8627
 AJ8627.The dynamic height is computed by dividing the NAVD 88
 AJ8627.geopotential number by the normal gravity value computed on the
 AJ8627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8627.degrees latitude (g = 980.6199 gals.).
 AJ8627
 AJ8627.The modeled gravity was interpolated from observed gravity values.
 AJ8627
 AJ8627;                    North         East     Units Scale Factor Converg.
 AJ8627;SPC MN N     -   330,901.893   605,653.491   MT  0.99998008   -1 57 05.4
 AJ8627;UTM  15      - 5,380,717.143   298,318.828   MT  1.00009976   -2 02 56.1
 AJ8627
 AJ8627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8627!SPC MN N     -   0.99994866  x   0.99998008  =   0.99992874
 AJ8627!UTM  15      -   0.99994866  x   1.00009976  =   1.00004842
 AJ8627
 AJ8627                          SUPERSEDED SURVEY CONTROL
 AJ8627
 AJ8627  NAVD 88 (03/29/02)  355.09   (m)         1165.0    (f) LEVELING    3  
 AJ8627
 AJ8627.Superseded values are not recommended for survey control.
 AJ8627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8627.See file dsdata.txt to determine how the superseded data were derived.
 AJ8627
 AJ8627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9831980717(NAD 83)
 AJ8627_MARKER: DD = SURVEY DISK
 AJ8627_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8627_STAMPING: 6806 L 1998
 AJ8627_MARK LOGO: MNDT  
 AJ8627_PROJECTION: FLUSH
 AJ8627_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8627+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8627_ROD/PIPE-DEPTH:  3.0 meters
 AJ8627
 AJ8627  HISTORY     - Date     Condition        Report By
 AJ8627  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8627
 AJ8627                          STATION DESCRIPTION
 AJ8627
 AJ8627'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8627'8.0 MI (12.9 KM) SOUTH OF WANNASKA, 7.85 MI (12.63 KM) SOUTH ALONG TH
 AJ8627'89 FROM THE JCT OF TH 89 AND ROSEAU RIVER IN WANNASKA, AT TH 89 MP
 AJ8627'103.85, 73.0 FT (22.3 M) WEST OF TH 89, 41.0 FT (12.5 M) SOUTH OF RD,
 AJ8627'4.6 FT (1.4 M) SE OF A FENCE COR, 2.4 FT (0.7 M) EAST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7879 ***********************************************************************
 DE7879  DESIGNATION -  6806 M
 DE7879  PID         -  DE7879
 DE7879  STATE/COUNTY-  MN/ROSEAU
 DE7879  USGS QUAD   -  ROSEAU (1984)
 DE7879
 DE7879                         *CURRENT SURVEY CONTROL
 DE7879  ___________________________________________________________________
 DE7879* NAD 83(1986)-  48 49 31.     (N)    095 46 00.     (W)     SCALED    
 DE7879* NAVD 88     -       322.100  (meters)    1056.76   (feet)  ADJUSTED  
 DE7879  ___________________________________________________________________
 DE7879  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 DE7879  DYNAMIC HT  -         322.185 (meters)    1057.04  (feet)  COMP
 DE7879  MODELED GRAV-     980,863.9   (mgal)                       NAVD 88
 DE7879
 DE7879  VERT ORDER  -  SECOND    CLASS I
 DE7879
 DE7879.The horizontal coordinates were scaled from a topographic map and have
 DE7879.an estimated accuracy of +/- 6 seconds.
 DE7879
 DE7879.The orthometric height was determined by differential leveling
 DE7879.and adjusted by the National Geodetic Survey in April 2004..
 DE7879
 DE7879.The geoid height was determined by GEOID03.
 DE7879
 DE7879.The dynamic height is computed by dividing the NAVD 88
 DE7879.geopotential number by the normal gravity value computed on the
 DE7879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7879.degrees latitude (g = 980.6199 gals.).
 DE7879
 DE7879.The modeled gravity was interpolated from observed gravity values.
 DE7879
 DE7879;                    North         East    Units  Estimated Accuracy
 DE7879;SPC MN N     -   361,900.      604,220.      MT  (+/- 180 meters Scaled)
 DE7879
 DE7879                          SUPERSEDED SURVEY CONTROL
 DE7879
 DE7879.No superseded survey control is available for this station.
 DE7879
 DE7879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ969117(NAD 83)
 DE7879_MARKER: DV = VERTICAL CONTROL DISK
 DE7879_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE7879_SP_SET: BOX CULVERT
 DE7879_STAMPING: 6806 M 1998
 DE7879_MARK LOGO: MNDT  
 DE7879_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7879+STABILITY: SURFACE MOTION
 DE7879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7879+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE7879
 DE7879  HISTORY     - Date     Condition        Report By
 DE7879  HISTORY     - 1998     MONUMENTED       MNDT
 DE7879
 DE7879                          STATION DESCRIPTION
 DE7879
 DE7879'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE7879'1.6 MI (2.6 KM) SOUTH OF ROSEAU, IN ABUTMENT AT SE CORNER OF BOX
 DE7879'CULVERT OVER DRAINAGE DITCH, 1.6 MI (2.6 KM) SOUTH ON TH 89 FROM JCT
 DE7879'TH 11 AND TH 310 IN ROSEAU, AT TH 89 MP 123.7, 39.7 FT (12.1 M) EAST
 DE7879'OF TH 89, 101.3 FT (30.9 M) NNW OF P-POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7856 ***********************************************************************
 DE7856  DESIGNATION -  6806 N
 DE7856  PID         -  DE7856
 DE7856  STATE/COUNTY-  MN/ROSEAU
 DE7856  USGS QUAD   -  WANNASKA (1967)
 DE7856
 DE7856                         *CURRENT SURVEY CONTROL
 DE7856  ___________________________________________________________________
 DE7856* NAD 83(1986)-  48 37 38.     (N)    095 44 03.     (W)     SCALED    
 DE7856* NAVD 88     -       341.950  (meters)    1121.88   (feet)  ADJUSTED  
 DE7856  ___________________________________________________________________
 DE7856  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DE7856  DYNAMIC HT  -         342.032 (meters)    1122.15  (feet)  COMP
 DE7856  MODELED GRAV-     980,842.4   (mgal)                       NAVD 88
 DE7856
 DE7856  VERT ORDER  -  SECOND    CLASS I
 DE7856
 DE7856.The horizontal coordinates were scaled from a topographic map and have
 DE7856.an estimated accuracy of +/- 6 seconds.
 DE7856
 DE7856.The orthometric height was determined by differential leveling
 DE7856.and adjusted by the National Geodetic Survey in April 2004..
 DE7856
 DE7856.The geoid height was determined by GEOID03.
 DE7856
 DE7856.The dynamic height is computed by dividing the NAVD 88
 DE7856.geopotential number by the normal gravity value computed on the
 DE7856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7856.degrees latitude (g = 980.6199 gals.).
 DE7856
 DE7856.The modeled gravity was interpolated from observed gravity values.
 DE7856
 DE7856;                    North         East    Units  Estimated Accuracy
 DE7856;SPC MN N     -   339,810.      605,860.      MT  (+/- 180 meters Scaled)
 DE7856
 DE7856                          SUPERSEDED SURVEY CONTROL
 DE7856
 DE7856.No superseded survey control is available for this station.
 DE7856
 DE7856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP985896(NAD 83)
 DE7856_MARKER: DV = VERTICAL CONTROL DISK
 DE7856_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE7856_SP_SET: BOX CULVERT
 DE7856_STAMPING: 6806 N 1998
 DE7856_MARK LOGO: MNDT  
 DE7856_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7856+STABILITY: SURFACE MOTION
 DE7856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7856+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE7856
 DE7856  HISTORY     - Date     Condition        Report By
 DE7856  HISTORY     - 1998     MONUMENTED       MNDT
 DE7856
 DE7856                          STATION DESCRIPTION
 DE7856
 DE7856'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE7856'2.2 MI (3.5 KM) SOUTH OF WANNASKA, IN ABUTMENT AT SE CORNER OF BOX
 DE7856'CULVERT OVER DRAINAGE DITCH, 2.1 MI (3.4 KM) SOUTH ON TH 89 FROM JCT
 DE7856'TH 89 AND BRIDGE IN WANNASKA, AT TH 89 MP 109.5, 38.0 FT (11.6 M) EAST
 DE7856'OF TH 89, 104.5 FT (31.9 M) NORTH OF CO RD 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8880 ***********************************************************************
 DF8880  DESIGNATION -  6807 D
 DF8880  PID         -  DF8880
 DF8880  STATE/COUNTY-  MN/ROSEAU
 DF8880  USGS QUAD   -  FOX (1984)
 DF8880
 DF8880                         *CURRENT SURVEY CONTROL
 DF8880  ___________________________________________________________________
 DF8880* NAD 83(1996)-  48 50 52.07909(N)    095 55 15.15590(W)     ADJUSTED  
 DF8880* NAVD 88     -       323.047  (meters)    1059.86   (feet)  ADJUSTED  
 DF8880  ___________________________________________________________________
 DF8880  X           -    -433,806.719 (meters)                     COMP
 DF8880  Y           -  -4,182,954.113 (meters)                     COMP
 DF8880  Z           -   4,779,659.685 (meters)                     COMP
 DF8880  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 DF8880  ELLIP HEIGHT-         295.23  (meters)          (12/06/04) GPS OBS
 DF8880  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DF8880  DYNAMIC HT  -         323.135 (meters)    1060.15  (feet)  COMP
 DF8880  MODELED GRAV-     980,872.8   (mgal)                       NAVD 88
 DF8880
 DF8880  HORZ ORDER  -  FIRST
 DF8880  VERT ORDER  -  SECOND    CLASS I
 DF8880  ELLP ORDER  -  FOURTH    CLASS I
 DF8880
 DF8880.The horizontal coordinates were established by GPS observations
 DF8880.and adjusted by the MN DEPT OF TRANSP in December 2004..
 DF8880
 DF8880.The orthometric height was determined by differential leveling
 DF8880.and adjusted by the National Geodetic Survey in April 2004..
 DF8880.No vertical observational check was made to the station.
 DF8880
 DF8880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8880
 DF8880.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8880
 DF8880.The ellipsoidal height was determined by GPS observations
 DF8880.and is referenced to NAD 83.
 DF8880
 DF8880.The geoid height was determined by GEOID03.
 DF8880
 DF8880.The dynamic height is computed by dividing the NAVD 88
 DF8880.geopotential number by the normal gravity value computed on the
 DF8880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8880.degrees latitude (g = 980.6199 gals.).
 DF8880
 DF8880.The modeled gravity was interpolated from observed gravity values.
 DF8880
 DF8880;                    North         East     Units Scale Factor Converg.
 DF8880;SPC MN N     -   364,808.987   592,996.842   MT  1.00005949   -2 05 27.2
 DF8880;UTM  15      - 5,414,650.861   285,721.859   MT  1.00016411   -2 12 00.5
 DF8880;UTM  14      - 5,415,108.915   725,885.809   MT  1.00022689   +2 19 10.0
 DF8880
 DF8880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8880!SPC MN N     -   0.99995373  x   1.00005949  =   1.00001322
 DF8880!UTM  15      -   0.99995373  x   1.00016411  =   1.00011784
 DF8880!UTM  14      -   0.99995373  x   1.00022689  =   1.00018061
 DF8880
 DF8880                          SUPERSEDED SURVEY CONTROL
 DF8880
 DF8880  NAVD 88 (12/06/04)  323.05   (m)         1059.9    (f) LEVELING    3  
 DF8880
 DF8880.Superseded values are not recommended for survey control.
 DF8880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8880.See file dsdata.txt to determine how the superseded data were derived.
 DF8880
 DF8880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ8572214651(NAD 83)
 DF8880_MARKER: DD = SURVEY DISK
 DF8880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8880_STAMPING: 6807 D 1955
 DF8880_MARK LOGO: MNDT  
 DF8880_PROJECTION: PROJECTING 20 CENTIMETERS
 DF8880_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8880+STABILITY: SURFACE MOTION
 DF8880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8880+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 DF8880
 DF8880  HISTORY     - Date     Condition        Report By
 DF8880  HISTORY     - 1955     MONUMENTED       MNDT
 DF8880  HISTORY     - 20030603 GOOD             MNDT
 DF8880  HISTORY     - 20040803 GOOD             MNDT
 DF8880
 DF8880                          STATION DESCRIPTION
 DF8880
 DF8880'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8880'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8880'THE MARK IS AT TH 308 STA 53+55, 0.15 MI (0.24 KM) SOUTH ALONG TH 308
 DF8880'FROM JCT OF TH 308 AND TH 89, 71.5 FT (21.8 M) WEST OF TH 308, 37.5 FT
 DF8880'(11.4 M) SOUTH OF MINIMUM MAINTENANCE RD, 8.0 FT (2.4 M) SSE OF R/W
 DF8880'POST, 0.8 FT (24.4 CM) EAST OF WIT POST, PROJECTS 8 INCHES, MAGNETIC,
 DF8880'AND SUITABLE FOR GPS.
 DF8880
 DF8880                          STATION RECOVERY (2004)
 DF8880
 DF8880'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DF8880'7.0 MILES WEST OF ROSEAU, AT TRUNK HIGHWAY 308 STATION 53+55, 0.15
 DF8880'MILE SOUTH ALONG TRUNK HIGHWAY 308 FROM JUNCTION OF TRUNK HIGHWAY 308
 DF8880'AND TRUNK HIGHWAY 89, 71.5 FEET WEST OF TRUNK HIGHWAY 308, 37.5 FEET
 DF8880'SOUTH OF MINIMUM MAINTENANCE ROAD, 8.0 FEET SOUTH-SOUTHEAST OF RIGHT
 DF8880'OF WAY POST, 0.8 FOOT EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8891 ***********************************************************************
 DF8891  DESIGNATION -  6807 J
 DF8891  PID         -  DF8891
 DF8891  STATE/COUNTY-  MN/ROSEAU
 DF8891  USGS QUAD   -  PINECREEK (1966)
 DF8891
 DF8891                         *CURRENT SURVEY CONTROL
 DF8891  ___________________________________________________________________
 DF8891* NAD 83(1986)-  48 58 42.     (N)    095 56 54.     (W)     SCALED    
 DF8891* NAVD 88     -       319.120  (meters)    1046.98   (feet)  ADJUSTED  
 DF8891  ___________________________________________________________________
 DF8891  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DF8891  DYNAMIC HT  -         319.214 (meters)    1047.29  (feet)  COMP
 DF8891  MODELED GRAV-     980,893.7   (mgal)                       NAVD 88
 DF8891
 DF8891  VERT ORDER  -  SECOND    CLASS I
 DF8891
 DF8891.The horizontal coordinates were scaled from a topographic map and have
 DF8891.an estimated accuracy of +/- 6 seconds.
 DF8891
 DF8891.The orthometric height was determined by differential leveling
 DF8891.and adjusted by the National Geodetic Survey in April 2004..
 DF8891.No vertical observational check was made to the station.
 DF8891
 DF8891.The geoid height was determined by GEOID03.
 DF8891
 DF8891.The dynamic height is computed by dividing the NAVD 88
 DF8891.geopotential number by the normal gravity value computed on the
 DF8891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8891.degrees latitude (g = 980.6199 gals.).
 DF8891
 DF8891.The modeled gravity was interpolated from observed gravity values.
 DF8891
 DF8891;                    North         East    Units  Estimated Accuracy
 DF8891;SPC MN N     -   379,390.      591,520.      MT  (+/- 180 meters Scaled)
 DF8891
 DF8891                          SUPERSEDED SURVEY CONTROL
 DF8891
 DF8891.No superseded survey control is available for this station.
 DF8891
 DF8891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ842292(NAD 83)
 DF8891_MARKER: DD = SURVEY DISK
 DF8891_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8891_STAMPING: 6807 J 2003
 DF8891_MARK LOGO: MNDT  
 DF8891_PROJECTION: RECESSED 5 CENTIMETERS
 DF8891_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8891+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DF8891_ROD/PIPE-DEPTH: 10.7 meters
 DF8891
 DF8891  HISTORY     - Date     Condition        Report By
 DF8891  HISTORY     - 2003     MONUMENTED       MNDT
 DF8891
 DF8891                          STATION DESCRIPTION
 DF8891
 DF8891'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8891'THE MARK IS 0.5 MI (0.8 KM) WEST OF PINECREEK, 0.15 MI (0.24 KM) WEST
 DF8891'ALONG CO RD 3 FROM JCT OF CO RD 3 AND TH 89 IN PINECREEK, 55.6 FT
 DF8891'(16.9 M) NORTH OF CO RD 3, 16.6 FT (5.1 M) EAST OF FIELD ENT, 1.1 FT
 DF8891'(0.3 M) SOUTH OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL
 DF8891'MARK DISK SET ON TOP OF A 35 FT (10.7 M) DRIVEN ALUMINUM ROD WITH A 3
 DF8891'FT (0.9 M) STABILIZER FIN, IS RECESSED 2 INCHES, MAGNETIC, AND
 DF8891'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8890 ***********************************************************************
 DF8890  DESIGNATION -  6807 K
 DF8890  PID         -  DF8890
 DF8890  STATE/COUNTY-  MN/ROSEAU
 DF8890  USGS QUAD   -  PINECREEK (1966)
 DF8890
 DF8890                         *CURRENT SURVEY CONTROL
 DF8890  ___________________________________________________________________
 DF8890* NAD 83(1986)-  48 58 25.     (N)    095 56 24.     (W)     SCALED    
 DF8890* NAVD 88     -       318.125  (meters)    1043.72   (feet)  ADJUSTED  
 DF8890  ___________________________________________________________________
 DF8890  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DF8890  DYNAMIC HT  -         318.217 (meters)    1044.02  (feet)  COMP
 DF8890  MODELED GRAV-     980,893.0   (mgal)                       NAVD 88
 DF8890
 DF8890  VERT ORDER  -  SECOND    CLASS I
 DF8890
 DF8890.The horizontal coordinates were scaled from a topographic map and have
 DF8890.an estimated accuracy of +/- 6 seconds.
 DF8890
 DF8890.The orthometric height was determined by differential leveling
 DF8890.and adjusted by the National Geodetic Survey in April 2004..
 DF8890.No vertical observational check was made to the station.
 DF8890
 DF8890.The geoid height was determined by GEOID03.
 DF8890
 DF8890.The dynamic height is computed by dividing the NAVD 88
 DF8890.geopotential number by the normal gravity value computed on the
 DF8890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8890.degrees latitude (g = 980.6199 gals.).
 DF8890
 DF8890.The modeled gravity was interpolated from observed gravity values.
 DF8890
 DF8890;                    North         East    Units  Estimated Accuracy
 DF8890;SPC MN N     -   378,840.      592,110.      MT  (+/- 180 meters Scaled)
 DF8890
 DF8890                          SUPERSEDED SURVEY CONTROL
 DF8890
 DF8890.No superseded survey control is available for this station.
 DF8890
 DF8890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ848286(NAD 83)
 DF8890_MARKER: DD = SURVEY DISK
 DF8890_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8890_STAMPING: 6807 K 2003
 DF8890_MARK LOGO: MNDT  
 DF8890_PROJECTION: RECESSED 3 CENTIMETERS
 DF8890_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8890+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DF8890_ROD/PIPE-DEPTH:  9.1 meters
 DF8890
 DF8890  HISTORY     - Date     Condition        Report By
 DF8890  HISTORY     - 2003     MONUMENTED       MNDT
 DF8890
 DF8890                          STATION DESCRIPTION
 DF8890
 DF8890'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8890'THE MARK IS 0.5 MI (0.8 KM) SE OF PINECREEK, 0.5 MI (0.8 KM) SE ALONG
 DF8890'TH 89 FROM JCT OF TH 89 AND CO RD 3 IN PINECREEK, AT TH 89 MP 141.40,
 DF8890'62.5 FT (19.1 M) SW OF TH 89, 14.4 FT (4.4 M) NW OF FIELD ENT, 6.3 FT
 DF8890'(1.9 M) SE OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL
 DF8890'MARK DISK SET ON TOP OF A 30 FT (9.1 M) DRIVEN ALUMINUM ROD WITH A 3
 DF8890'FT (0.9 M) STABILIZER FIN IS RECESSED 1 INCH, MAGNETIC, AND SUITABLE
 DF8890'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8889 ***********************************************************************
 DF8889  DESIGNATION -  6807 L
 DF8889  PID         -  DF8889
 DF8889  STATE/COUNTY-  MN/ROSEAU
 DF8889  USGS QUAD   -  PINECREEK (1966)
 DF8889
 DF8889                         *CURRENT SURVEY CONTROL
 DF8889  ___________________________________________________________________
 DF8889* NAD 83(1986)-  48 57 50.     (N)    095 55 31.     (W)     SCALED    
 DF8889* NAVD 88     -       317.288  (meters)    1040.97   (feet)  ADJUSTED  
 DF8889  ___________________________________________________________________
 DF8889  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DF8889  DYNAMIC HT  -         317.380 (meters)    1041.27  (feet)  COMP
 DF8889  MODELED GRAV-     980,891.6   (mgal)                       NAVD 88
 DF8889
 DF8889  VERT ORDER  -  SECOND    CLASS I
 DF8889
 DF8889.The horizontal coordinates were scaled from a topographic map and have
 DF8889.an estimated accuracy of +/- 6 seconds.
 DF8889
 DF8889.The orthometric height was determined by differential leveling
 DF8889.and adjusted by the National Geodetic Survey in April 2004..
 DF8889.No vertical observational check was made to the station.
 DF8889
 DF8889.The geoid height was determined by GEOID03.
 DF8889
 DF8889.The dynamic height is computed by dividing the NAVD 88
 DF8889.geopotential number by the normal gravity value computed on the
 DF8889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8889.degrees latitude (g = 980.6199 gals.).
 DF8889
 DF8889.The modeled gravity was interpolated from observed gravity values.
 DF8889
 DF8889;                    North         East    Units  Estimated Accuracy
 DF8889;SPC MN N     -   377,720.      593,150.      MT  (+/- 180 meters Scaled)
 DF8889
 DF8889                          SUPERSEDED SURVEY CONTROL
 DF8889
 DF8889.No superseded survey control is available for this station.
 DF8889
 DF8889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ858275(NAD 83)
 DF8889_MARKER: DD = SURVEY DISK
 DF8889_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8889_STAMPING: 6807 L 2003
 DF8889_MARK LOGO: MNDT  
 DF8889_PROJECTION: RECESSED 3 CENTIMETERS
 DF8889_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8889+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DF8889_ROD/PIPE-DEPTH:  9.1 meters
 DF8889
 DF8889  HISTORY     - Date     Condition        Report By
 DF8889  HISTORY     - 2003     MONUMENTED       MNDT
 DF8889
 DF8889                          STATION DESCRIPTION
 DF8889
 DF8889'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8889'THE MARK IS 1.5 FT (0.5 M) SE OF PINECREEK, 1.4 MI (2.3 KM) SE ALONG
 DF8889'TH 89 FROM JCT OF TH 89 AND CO RD 3 IN PINECREEK, AT TH 89 MP 140.50,
 DF8889'68.6 FT (20.9 M) EAST OF TH 89, 54.8 FT (16.7 M) NORTH OF CO RD 118,
 DF8889'1.0 FT (0.3 M) WEST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DF8889'CONTROL MARK DISK SET ON TOP OF A 30 FT (9.1 M) DRIVEN ALUMINUM ROD
 DF8889'WITH A 3 FT (0.9 M) STABILIZER FIN IS RECESSED 1 INCH, MAGNETIC, AND
 DF8889'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8888 ***********************************************************************
 DF8888  DESIGNATION -  6807 M
 DF8888  PID         -  DF8888
 DF8888  STATE/COUNTY-  MN/ROSEAU
 DF8888  USGS QUAD   -  PINECREEK (1966)
 DF8888
 DF8888                         *CURRENT SURVEY CONTROL
 DF8888  ___________________________________________________________________
 DF8888* NAD 83(1986)-  48 56 57.     (N)    095 55 14.     (W)     SCALED    
 DF8888* NAVD 88     -       316.646  (meters)    1038.86   (feet)  ADJUSTED  
 DF8888  ___________________________________________________________________
 DF8888  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DF8888  DYNAMIC HT  -         316.737 (meters)    1039.16  (feet)  COMP
 DF8888  MODELED GRAV-     980,890.0   (mgal)                       NAVD 88
 DF8888
 DF8888  VERT ORDER  -  SECOND    CLASS I
 DF8888
 DF8888.The horizontal coordinates were scaled from a topographic map and have
 DF8888.an estimated accuracy of +/- 6 seconds.
 DF8888
 DF8888.The orthometric height was determined by differential leveling
 DF8888.and adjusted by the National Geodetic Survey in April 2004..
 DF8888.No vertical observational check was made to the station.
 DF8888
 DF8888.The geoid height was determined by GEOID03.
 DF8888
 DF8888.The dynamic height is computed by dividing the NAVD 88
 DF8888.geopotential number by the normal gravity value computed on the
 DF8888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8888.degrees latitude (g = 980.6199 gals.).
 DF8888
 DF8888.The modeled gravity was interpolated from observed gravity values.
 DF8888
 DF8888;                    North         East    Units  Estimated Accuracy
 DF8888;SPC MN N     -   376,070.      593,430.      MT  (+/- 180 meters Scaled)
 DF8888
 DF8888                          SUPERSEDED SURVEY CONTROL
 DF8888
 DF8888.No superseded survey control is available for this station.
 DF8888
 DF8888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ861259(NAD 83)
 DF8888_MARKER: DD = SURVEY DISK
 DF8888_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8888_STAMPING: 6807 M 2003
 DF8888_MARK LOGO: MNDT  
 DF8888_PROJECTION: FLUSH
 DF8888_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8888+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DF8888_ROD/PIPE-DEPTH: 11.3 meters
 DF8888
 DF8888  HISTORY     - Date     Condition        Report By
 DF8888  HISTORY     - 2003     MONUMENTED       MNDT
 DF8888
 DF8888                          STATION DESCRIPTION
 DF8888
 DF8888'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8888'THE MARK IS 2.5 MI (4.0 KM) SE OF PINECREEK, 2.45 MI (3.94 KM) SE
 DF8888'ALONG TH 89 FROM JCT OF TH 89 AND CO RD 3 IN PINECREEK, AT TH 89 MP
 DF8888'139.45, 77.5 FT (23.6 M) EAST OF TH 89, 37.8 FT (11.5 M) SOUTH OF
 DF8888'GRAVEL RD, 4.2 FT (1.3 M) SSW OF P-POLE, 4.4 FT (1.3 M) SOUTH OF WIT
 DF8888'POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP
 DF8888'OF A 37 FT (11.3 M) DRIVEN ALUMINUM ROD WITH A 3 FT (0.9 M) STABILIZER
 DF8888'FIN IS FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8887 ***********************************************************************
 DF8887  DESIGNATION -  6807 N
 DF8887  PID         -  DF8887
 DF8887  STATE/COUNTY-  MN/ROSEAU
 DF8887  USGS QUAD   -  PINECREEK (1966)
 DF8887
 DF8887                         *CURRENT SURVEY CONTROL
 DF8887  ___________________________________________________________________
 DF8887* NAD 83(1986)-  48 56 05.     (N)    095 55 14.     (W)     SCALED    
 DF8887* NAVD 88     -       317.198  (meters)    1040.67   (feet)  ADJUSTED  
 DF8887  ___________________________________________________________________
 DF8887  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DF8887  DYNAMIC HT  -         317.289 (meters)    1040.97  (feet)  COMP
 DF8887  MODELED GRAV-     980,888.3   (mgal)                       NAVD 88
 DF8887
 DF8887  VERT ORDER  -  SECOND    CLASS I
 DF8887
 DF8887.The horizontal coordinates were scaled from a topographic map and have
 DF8887.an estimated accuracy of +/- 6 seconds.
 DF8887
 DF8887.The orthometric height was determined by differential leveling
 DF8887.and adjusted by the National Geodetic Survey in April 2004..
 DF8887.No vertical observational check was made to the station.
 DF8887
 DF8887.The geoid height was determined by GEOID03.
 DF8887
 DF8887.The dynamic height is computed by dividing the NAVD 88
 DF8887.geopotential number by the normal gravity value computed on the
 DF8887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8887.degrees latitude (g = 980.6199 gals.).
 DF8887
 DF8887.The modeled gravity was interpolated from observed gravity values.
 DF8887
 DF8887;                    North         East    Units  Estimated Accuracy
 DF8887;SPC MN N     -   374,470.      593,370.      MT  (+/- 180 meters Scaled)
 DF8887
 DF8887                          SUPERSEDED SURVEY CONTROL
 DF8887
 DF8887.No superseded survey control is available for this station.
 DF8887
 DF8887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ861243(NAD 83)
 DF8887_MARKER: DD = SURVEY DISK
 DF8887_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8887_STAMPING: 6807 N 2003
 DF8887_MARK LOGO: MNDT  
 DF8887_PROJECTION: RECESSED 8 CENTIMETERS
 DF8887_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8887+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DF8887_ROD/PIPE-DEPTH: 10.7 meters
 DF8887
 DF8887  HISTORY     - Date     Condition        Report By
 DF8887  HISTORY     - 2003     MONUMENTED       MNDT
 DF8887
 DF8887                          STATION DESCRIPTION
 DF8887
 DF8887'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8887'THE MARK IS 3.5 MI (5.6 KM) SE OF PINECREEK, 3.45 MI (5.55 KM) SE
 DF8887'ALONG TH 89 FROM JCT OF TH 89 AND CO RD 3 IN PINECREEK, AT TH 89 MP
 DF8887'138.45, 34 FT (10.4 M) SOUTH OF GRAVEL RD, 73 FT (22.3 M) EAST OF TH
 DF8887'89, 3.0 FT (0.9 M) WEST OF WIT POST.  THE MARK, A STANDARD MNDT
 DF8887'GEODETIC CONTROL MARK DISK SET ON TOP OF A 35 FT (10.7 M) DRIVEN
 DF8887'ALUMINUM ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS RECESSED 3 INCHES,
 DF8887'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8886 ***********************************************************************
 DF8886  DESIGNATION -  6807 P
 DF8886  PID         -  DF8886
 DF8886  STATE/COUNTY-  MN/ROSEAU
 DF8886  USGS QUAD   -  PINECREEK (1966)
 DF8886
 DF8886                         *CURRENT SURVEY CONTROL
 DF8886  ___________________________________________________________________
 DF8886* NAD 83(1986)-  48 55 13.     (N)    095 55 15.     (W)     SCALED    
 DF8886* NAVD 88     -       316.491  (meters)    1038.35   (feet)  ADJUSTED  
 DF8886  ___________________________________________________________________
 DF8886  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DF8886  DYNAMIC HT  -         316.581 (meters)    1038.65  (feet)  COMP
 DF8886  MODELED GRAV-     980,886.5   (mgal)                       NAVD 88
 DF8886
 DF8886  VERT ORDER  -  SECOND    CLASS I
 DF8886
 DF8886.The horizontal coordinates were scaled from a topographic map and have
 DF8886.an estimated accuracy of +/- 6 seconds.
 DF8886
 DF8886.The orthometric height was determined by differential leveling
 DF8886.and adjusted by the National Geodetic Survey in April 2004..
 DF8886.No vertical observational check was made to the station.
 DF8886
 DF8886.The geoid height was determined by GEOID03.
 DF8886
 DF8886.The dynamic height is computed by dividing the NAVD 88
 DF8886.geopotential number by the normal gravity value computed on the
 DF8886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8886.degrees latitude (g = 980.6199 gals.).
 DF8886
 DF8886.The modeled gravity was interpolated from observed gravity values.
 DF8886
 DF8886;                    North         East    Units  Estimated Accuracy
 DF8886;SPC MN N     -   372,860.      593,290.      MT  (+/- 180 meters Scaled)
 DF8886
 DF8886                          SUPERSEDED SURVEY CONTROL
 DF8886
 DF8886.No superseded survey control is available for this station.
 DF8886
 DF8886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ860227(NAD 83)
 DF8886_MARKER: DD = SURVEY DISK
 DF8886_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8886_STAMPING: 6807 P 2003
 DF8886_MARK LOGO: MNDT  
 DF8886_PROJECTION: RECESSED 3 CENTIMETERS
 DF8886_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8886+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DF8886_ROD/PIPE-DEPTH: 12.2 meters
 DF8886
 DF8886  HISTORY     - Date     Condition        Report By
 DF8886  HISTORY     - 2003     MONUMENTED       MNDT
 DF8886
 DF8886                          STATION DESCRIPTION
 DF8886
 DF8886'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8886'THE MARK IS 4.5 MI (7.2 KM) SSE OF PINECREEK, 4.45 MI (7.16 KM) SOUTH
 DF8886'ALONG TH 89 FROM JCT OF TH 89 AND CO RD 3 IN PINE CREEK, AT TH 89 MP
 DF8886'137.50, 39 FT (11.9 M) NORTH OF CO RD 112, 66 FT (20.1 M) WEST OF TH
 DF8886'89, 1.1 FT (0.3 M) EAST OF WIT POST.  THE MARK, A STANDARD MNDT
 DF8886'GEODETIC CONTROL MARK DISK SET ON TOP OF A 40 FT (12.2 M) DRIVEN
 DF8886'ALUMINUM ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS RECESSED 1 INCH,
 DF8886'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8885 ***********************************************************************
 DF8885  DESIGNATION -  6807 Q
 DF8885  PID         -  DF8885
 DF8885  STATE/COUNTY-  MN/ROSEAU
 DF8885  USGS QUAD   -  PINECREEK (1966)
 DF8885
 DF8885                         *CURRENT SURVEY CONTROL
 DF8885  ___________________________________________________________________
 DF8885* NAD 83(1986)-  48 54 35.     (N)    095 55 15.     (W)     SCALED    
 DF8885* NAVD 88     -       317.792  (meters)    1042.62   (feet)  ADJUSTED  
 DF8885  ___________________________________________________________________
 DF8885  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DF8885  DYNAMIC HT  -         317.883 (meters)    1042.92  (feet)  COMP
 DF8885  MODELED GRAV-     980,884.9   (mgal)                       NAVD 88
 DF8885
 DF8885  VERT ORDER  -  SECOND    CLASS I
 DF8885
 DF8885.The horizontal coordinates were scaled from a topographic map and have
 DF8885.an estimated accuracy of +/- 6 seconds.
 DF8885
 DF8885.The orthometric height was determined by differential leveling
 DF8885.and adjusted by the National Geodetic Survey in April 2004..
 DF8885.No vertical observational check was made to the station.
 DF8885
 DF8885.The geoid height was determined by GEOID03.
 DF8885
 DF8885.The dynamic height is computed by dividing the NAVD 88
 DF8885.geopotential number by the normal gravity value computed on the
 DF8885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8885.degrees latitude (g = 980.6199 gals.).
 DF8885
 DF8885.The modeled gravity was interpolated from observed gravity values.
 DF8885
 DF8885;                    North         East    Units  Estimated Accuracy
 DF8885;SPC MN N     -   371,690.      593,250.      MT  (+/- 180 meters Scaled)
 DF8885
 DF8885                          SUPERSEDED SURVEY CONTROL
 DF8885
 DF8885.No superseded survey control is available for this station.
 DF8885
 DF8885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ859215(NAD 83)
 DF8885_MARKER: DV = VERTICAL CONTROL DISK
 DF8885_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF8885_SP_SET: BRIDGE ABUTMENT
 DF8885_STAMPING: 6807 Q 2003
 DF8885_MARK LOGO: MNDT  
 DF8885_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8885+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 DF8885
 DF8885  HISTORY     - Date     Condition        Report By
 DF8885  HISTORY     - 1984     MONUMENTED       MNDT
 DF8885  HISTORY     - 20030603 GOOD             MNDT
 DF8885
 DF8885                          STATION DESCRIPTION
 DF8885
 DF8885'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8885'THE MARK WAS RECOVERED IN ROSS, IN ABUT AT SE COR OF TH 89 BRIDGE NO
 DF8885'68005 OVER THE ROSEAU RIVER, AT TH 89 MP 136.75, 21.7 FT (6.6 M) EAST
 DF8885'OF TH 89, FLUSH, AND NOT SUITABLE FOR GPS.  DISK SET IN 1984 WHEN BRDG
 DF8885'WAS BUILT THEN STAMPED IN 2003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8884 ***********************************************************************
 DF8884  DESIGNATION -  6807 R
 DF8884  PID         -  DF8884
 DF8884  STATE/COUNTY-  MN/ROSEAU
 DF8884  USGS QUAD   -  PINECREEK (1966)
 DF8884
 DF8884                         *CURRENT SURVEY CONTROL
 DF8884  ___________________________________________________________________
 DF8884* NAD 83(1986)-  48 53 55.     (N)    095 55 14.     (W)     SCALED    
 DF8884* NAVD 88     -       316.554  (meters)    1038.56   (feet)  ADJUSTED  
 DF8884  ___________________________________________________________________
 DF8884  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DF8884  DYNAMIC HT  -         316.644 (meters)    1038.86  (feet)  COMP
 DF8884  MODELED GRAV-     980,883.0   (mgal)                       NAVD 88
 DF8884
 DF8884  VERT ORDER  -  SECOND    CLASS I
 DF8884
 DF8884.The horizontal coordinates were scaled from a topographic map and have
 DF8884.an estimated accuracy of +/- 6 seconds.
 DF8884
 DF8884.The orthometric height was determined by differential leveling
 DF8884.and adjusted by the National Geodetic Survey in April 2004..
 DF8884.No vertical observational check was made to the station.
 DF8884
 DF8884.The geoid height was determined by GEOID03.
 DF8884
 DF8884.The dynamic height is computed by dividing the NAVD 88
 DF8884.geopotential number by the normal gravity value computed on the
 DF8884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8884.degrees latitude (g = 980.6199 gals.).
 DF8884
 DF8884.The modeled gravity was interpolated from observed gravity values.
 DF8884
 DF8884;                    North         East    Units  Estimated Accuracy
 DF8884;SPC MN N     -   370,460.      593,230.      MT  (+/- 180 meters Scaled)
 DF8884
 DF8884                          SUPERSEDED SURVEY CONTROL
 DF8884
 DF8884.No superseded survey control is available for this station.
 DF8884
 DF8884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ859202(NAD 83)
 DF8884_MARKER: DD = SURVEY DISK
 DF8884_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8884_STAMPING: 6807 R 2003
 DF8884_MARK LOGO: MNDT  
 DF8884_PROJECTION: FLUSH
 DF8884_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8884+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DF8884_ROD/PIPE-DEPTH: 10.7 meters
 DF8884
 DF8884  HISTORY     - Date     Condition        Report By
 DF8884  HISTORY     - 2003     MONUMENTED       MNDT
 DF8884
 DF8884                          STATION DESCRIPTION
 DF8884
 DF8884'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8884'THE MARK IS 0.5 MI (0.8 KM) SOUTH OF ROSS, 0.5 MI (0.8 KM) SOUTH ALONG
 DF8884'TH 89 FROM JCT OF TH 89 AND CO RD 10 IN ROSS, AT TH 89 MP 136.0, 64.3
 DF8884'FT (19.6 M) EAST OF TH 89, 14.4 FT (4.4 M) SOUTH OF FIELD ENT, 1.7 FT
 DF8884'(0.5 M) WEST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL
 DF8884'MARK DISK SET ON TOP OF A 35 FT (10.7 M) DRIVEN ALUMINUM ROD WITH A 3
 DF8884'FT (0.9 M) STABILIZER FIN, IS FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8883 ***********************************************************************
 DF8883  DESIGNATION -  6807 S
 DF8883  PID         -  DF8883
 DF8883  STATE/COUNTY-  MN/ROSEAU
 DF8883  USGS QUAD   -  PINECREEK (1966)
 DF8883
 DF8883                         *CURRENT SURVEY CONTROL
 DF8883  ___________________________________________________________________
 DF8883* NAD 83(1986)-  48 53 28.     (N)    095 55 13.     (W)     SCALED    
 DF8883* NAVD 88     -       315.856  (meters)    1036.27   (feet)  ADJUSTED  
 DF8883  ___________________________________________________________________
 DF8883  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DF8883  DYNAMIC HT  -         315.945 (meters)    1036.56  (feet)  COMP
 DF8883  MODELED GRAV-     980,881.6   (mgal)                       NAVD 88
 DF8883
 DF8883  VERT ORDER  -  SECOND    CLASS I
 DF8883
 DF8883.The horizontal coordinates were scaled from a topographic map and have
 DF8883.an estimated accuracy of +/- 6 seconds.
 DF8883
 DF8883.The orthometric height was determined by differential leveling
 DF8883.and adjusted by the National Geodetic Survey in April 2004..
 DF8883.No vertical observational check was made to the station.
 DF8883
 DF8883.The geoid height was determined by GEOID03.
 DF8883
 DF8883.The dynamic height is computed by dividing the NAVD 88
 DF8883.geopotential number by the normal gravity value computed on the
 DF8883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8883.degrees latitude (g = 980.6199 gals.).
 DF8883
 DF8883.The modeled gravity was interpolated from observed gravity values.
 DF8883
 DF8883;                    North         East    Units  Estimated Accuracy
 DF8883;SPC MN N     -   369,620.      593,220.      MT  (+/- 180 meters Scaled)
 DF8883
 DF8883                          SUPERSEDED SURVEY CONTROL
 DF8883
 DF8883.No superseded survey control is available for this station.
 DF8883
 DF8883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ859194(NAD 83)
 DF8883_MARKER: DD = SURVEY DISK
 DF8883_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8883_STAMPING: 6807 S 2003
 DF8883_MARK LOGO: MNDT  
 DF8883_PROJECTION: RECESSED 5 CENTIMETERS
 DF8883_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8883+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DF8883_ROD/PIPE-DEPTH: 10.7 meters
 DF8883
 DF8883  HISTORY     - Date     Condition        Report By
 DF8883  HISTORY     - 2003     MONUMENTED       MNDT
 DF8883
 DF8883                          STATION DESCRIPTION
 DF8883
 DF8883'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8883'THE MARK IS 1.0 MI (1.6 KM) SOUTH OF ROSS, 1.05 SOUTH ALONG TH 89 FROM
 DF8883'JCT OF TH 89 AND CO RD 10 IN ROSS, AT TH 89 MP 135.45, 74.6 FT (22.7
 DF8883'M) EAST OF TH 89, 40.2 FT (12.3 M) SOUTH OF GRAVEL ROAD, 1.1 FT (0.3
 DF8883'M) WEST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK
 DF8883'DISK SET ON TOP OF A 35 FT (10.7 M) DRIVEN ALUMINUM ROD WITH A 3 FT
 DF8883'(0.9 M) STABILIZER FIN, IS RECESSED 2 INCHES, MAGNETIC, AND SUITABLE
 DF8883'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8882 ***********************************************************************
 DF8882  DESIGNATION -  6807 T
 DF8882  PID         -  DF8882
 DF8882  STATE/COUNTY-  MN/ROSEAU
 DF8882  USGS QUAD   -  PINECREEK (1966)
 DF8882
 DF8882                         *CURRENT SURVEY CONTROL
 DF8882  ___________________________________________________________________
 DF8882* NAD 83(1986)-  48 52 34.     (N)    095 55 15.     (W)     SCALED    
 DF8882* NAVD 88     -       317.591  (meters)    1041.96   (feet)  ADJUSTED  
 DF8882  ___________________________________________________________________
 DF8882  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DF8882  DYNAMIC HT  -         317.679 (meters)    1042.25  (feet)  COMP
 DF8882  MODELED GRAV-     980,878.7   (mgal)                       NAVD 88
 DF8882
 DF8882  VERT ORDER  -  SECOND    CLASS I
 DF8882
 DF8882.The horizontal coordinates were scaled from a topographic map and have
 DF8882.an estimated accuracy of +/- 6 seconds.
 DF8882
 DF8882.The orthometric height was determined by differential leveling
 DF8882.and adjusted by the National Geodetic Survey in April 2004..
 DF8882.No vertical observational check was made to the station.
 DF8882
 DF8882.The geoid height was determined by GEOID03.
 DF8882
 DF8882.The dynamic height is computed by dividing the NAVD 88
 DF8882.geopotential number by the normal gravity value computed on the
 DF8882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8882.degrees latitude (g = 980.6199 gals.).
 DF8882
 DF8882.The modeled gravity was interpolated from observed gravity values.
 DF8882
 DF8882;                    North         East    Units  Estimated Accuracy
 DF8882;SPC MN N     -   367,960.      593,120.      MT  (+/- 180 meters Scaled)
 DF8882
 DF8882                          SUPERSEDED SURVEY CONTROL
 DF8882
 DF8882.No superseded survey control is available for this station.
 DF8882
 DF8882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ858177(NAD 83)
 DF8882_MARKER: DD = SURVEY DISK
 DF8882_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8882_STAMPING: 6807 T 2003
 DF8882_MARK LOGO: MNDT  
 DF8882_PROJECTION: FLUSH
 DF8882_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8882+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DF8882_ROD/PIPE-DEPTH: 12.2 meters
 DF8882
 DF8882  HISTORY     - Date     Condition        Report By
 DF8882  HISTORY     - 2003     MONUMENTED       MNDT
 DF8882
 DF8882                          STATION DESCRIPTION
 DF8882
 DF8882'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8882'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF ROSS, 2.1 MI (3.4 KM) SOUTH ALONG
 DF8882'TH 89 FROM JCT OF TH 89 AND CO RD 10 IN ROSS, AT TH 89 MP 134.40, 51
 DF8882'FT (15.5 M) WEST OF TH 89, 11.2 FT (3.4 M) SOUTH OF CEMETERY ENT, 1.7
 DF8882'FT (0.5 M) EAST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DF8882'CONTROL MARK DISK SET ON TOP OF A 40 FT (12.2 M) DRIVEN ALUMINUM ROD
 DF8882'WITH A 3 FT (0.9 M) STABILIZER FIN, IS FLUSH, MAGNETIC, AND SUITABLE
 DF8882'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8881 ***********************************************************************
 DF8881  DESIGNATION -  6807 U
 DF8881  PID         -  DF8881
 DF8881  STATE/COUNTY-  MN/ROSEAU
 DF8881  USGS QUAD   -  FOX (1984)
 DF8881
 DF8881                         *CURRENT SURVEY CONTROL
 DF8881  ___________________________________________________________________
 DF8881* NAD 83(1986)-  48 51 45.     (N)    095 55 13.     (W)     SCALED    
 DF8881* NAVD 88     -       321.392  (meters)    1054.43   (feet)  ADJUSTED  
 DF8881  ___________________________________________________________________
 DF8881  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DF8881  DYNAMIC HT  -         321.480 (meters)    1054.72  (feet)  COMP
 DF8881  MODELED GRAV-     980,875.8   (mgal)                       NAVD 88
 DF8881
 DF8881  VERT ORDER  -  SECOND    CLASS I
 DF8881
 DF8881.The horizontal coordinates were scaled from a topographic map and have
 DF8881.an estimated accuracy of +/- 6 seconds.
 DF8881
 DF8881.The orthometric height was determined by differential leveling
 DF8881.and adjusted by the National Geodetic Survey in April 2004..
 DF8881.No vertical observational check was made to the station.
 DF8881
 DF8881.The geoid height was determined by GEOID03.
 DF8881
 DF8881.The dynamic height is computed by dividing the NAVD 88
 DF8881.geopotential number by the normal gravity value computed on the
 DF8881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8881.degrees latitude (g = 980.6199 gals.).
 DF8881
 DF8881.The modeled gravity was interpolated from observed gravity values.
 DF8881
 DF8881;                    North         East    Units  Estimated Accuracy
 DF8881;SPC MN N     -   366,440.      593,100.      MT  (+/- 180 meters Scaled)
 DF8881
 DF8881                          SUPERSEDED SURVEY CONTROL
 DF8881
 DF8881.No superseded survey control is available for this station.
 DF8881
 DF8881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ858162(NAD 83)
 DF8881_MARKER: DD = SURVEY DISK
 DF8881_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8881_STAMPING: 6807 U 2003
 DF8881_MARK LOGO: MNDT  
 DF8881_PROJECTION: RECESSED 3 CENTIMETERS
 DF8881_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8881+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DF8881_ROD/PIPE-DEPTH: 10.1 meters
 DF8881
 DF8881  HISTORY     - Date     Condition        Report By
 DF8881  HISTORY     - 2003     MONUMENTED       MNDT
 DF8881
 DF8881                          STATION DESCRIPTION
 DF8881
 DF8881'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8881'THE MARK IS 3 MI (4.8 KM) SOUTH OF ROSS, 3.05 MI (4.91 KM) SOUTH ALONG
 DF8881'TH 89 FROM JCT OF TH 89 AND CO RD 10 IN ROSS, AT TH 89 MP 133.45, 74.6
 DF8881'FT (22.7 M) EAST OF TH 89, 50 FT (15.2 M) NORTH OF GRAVEL RD, 1.0 FT
 DF8881'(0.3 M) WEST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL
 DF8881'MARK DISK SET ON TOP OF A 33 FT (10.1 M) DRIVEN ALUMINUM ROD WITH A 3
 DF8881'FT (0.9 M) STABILIZER FIN, IS RECESSED 1 INCH, MAGNETIC, AND SUITABLE
 DF8881'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7863 ***********************************************************************
 DE7863  DESIGNATION -  6809 G RESET
 DE7863  PID         -  DE7863
 DE7863  STATE/COUNTY-  MN/ROSEAU
 DE7863  USGS QUAD   -  ROSEAU NE (1984)
 DE7863
 DE7863                         *CURRENT SURVEY CONTROL
 DE7863  ___________________________________________________________________
 DE7863* NAD 83(1986)-  48 55 22.     (N)    095 46 04.     (W)     SCALED    
 DE7863* NAVD 88     -       319.494  (meters)    1048.21   (feet)  ADJUSTED  
 DE7863  ___________________________________________________________________
 DE7863  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DE7863  DYNAMIC HT  -         319.583 (meters)    1048.50  (feet)  COMP
 DE7863  MODELED GRAV-     980,878.8   (mgal)                       NAVD 88
 DE7863
 DE7863  VERT ORDER  -  SECOND    CLASS I
 DE7863
 DE7863.The horizontal coordinates were scaled from a topographic map and have
 DE7863.an estimated accuracy of +/- 6 seconds.
 DE7863
 DE7863.The orthometric height was determined by differential leveling
 DE7863.and adjusted by the National Geodetic Survey in April 2004..
 DE7863.No vertical observational check was made to the station.
 DE7863
 DE7863.The geoid height was determined by GEOID03.
 DE7863
 DE7863.The dynamic height is computed by dividing the NAVD 88
 DE7863.geopotential number by the normal gravity value computed on the
 DE7863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7863.degrees latitude (g = 980.6199 gals.).
 DE7863
 DE7863.The modeled gravity was interpolated from observed gravity values.
 DE7863
 DE7863;                    North         East    Units  Estimated Accuracy
 DE7863;SPC MN N     -   372,740.      604,520.      MT  (+/- 180 meters Scaled)
 DE7863
 DE7863                          SUPERSEDED SURVEY CONTROL
 DE7863
 DE7863.No superseded survey control is available for this station.
 DE7863
 DE7863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ972225(NAD 83)
 DE7863_MARKER: DV = VERTICAL CONTROL DISK
 DE7863_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE7863_SP_SET: BRIDGE RAILING
 DE7863_STAMPING: 6809 G RESET 1972
 DE7863_MARK LOGO: MNDT  
 DE7863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7863+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1998
 DE7863
 DE7863  HISTORY     - Date     Condition        Report By
 DE7863  HISTORY     - 1972     MONUMENTED       MNDT
 DE7863  HISTORY     - 19980303 GOOD             MNDT
 DE7863
 DE7863                          STATION DESCRIPTION
 DE7863
 DE7863'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE7863'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTH ON TH 310 FROM JCT OF
 DE7863'TH 11, TH 89 AND TH 310 AT ROSEAU, 22.6 FT (6.9 M) RT OF TH 310, AT TH
 DE7863'310 STA 274+65, IN TOP OF CONCRETE RAILING OF TH 310 BRDG 68002 OVER
 DE7863'ROSEAU RIVER, AT TH 89 MP 5.20, 215.2 FT (65.6 M) NORTH OF SOUTH END
 DE7863'OF BRIDGE, 2.5 FT (0.8 M) ABOVE BRIDGE DECK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8639 ***********************************************************************
 AJ8639  DESIGNATION -  6809 H
 AJ8639  PID         -  AJ8639
 AJ8639  STATE/COUNTY-  MN/ROSEAU
 AJ8639  USGS QUAD   -  ROSEAU (1984)
 AJ8639
 AJ8639                         *CURRENT SURVEY CONTROL
 AJ8639  ___________________________________________________________________
 AJ8639* NAD 83(1996)-  48 51 45.59998(N)    095 46 07.07546(W)     ADJUSTED  
 AJ8639* NAVD 88     -       318.484  (meters)    1044.89   (feet)  ADJUSTED  
 AJ8639  ___________________________________________________________________
 AJ8639  X           -    -422,564.925 (meters)                     COMP
 AJ8639  Y           -  -4,182,850.148 (meters)                     COMP
 AJ8639  Z           -   4,780,743.957 (meters)                     COMP
 AJ8639  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 AJ8639  ELLIP HEIGHT-         290.46  (meters)          (03/29/02) GPS OBS
 AJ8639  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AJ8639  DYNAMIC HT  -         318.570 (meters)    1045.18  (feet)  COMP
 AJ8639  MODELED GRAV-     980,869.5   (mgal)                       NAVD 88
 AJ8639
 AJ8639  HORZ ORDER  -  FIRST
 AJ8639  VERT ORDER  -  SECOND    CLASS I
 AJ8639  ELLP ORDER  -  FOURTH    CLASS I
 AJ8639
 AJ8639.The horizontal coordinates were established by GPS observations
 AJ8639.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8639
 AJ8639.The orthometric height was determined by differential leveling
 AJ8639.and adjusted by the National Geodetic Survey in April 2004..
 AJ8639.No vertical observational check was made to the station.
 AJ8639
 AJ8639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8639
 AJ8639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8639
 AJ8639.The ellipsoidal height was determined by GPS observations
 AJ8639.and is referenced to NAD 83.
 AJ8639
 AJ8639.The geoid height was determined by GEOID03.
 AJ8639
 AJ8639.The dynamic height is computed by dividing the NAVD 88
 AJ8639.geopotential number by the normal gravity value computed on the
 AJ8639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8639.degrees latitude (g = 980.6199 gals.).
 AJ8639
 AJ8639.The modeled gravity was interpolated from observed gravity values.
 AJ8639
 AJ8639;                    North         East     Units Scale Factor Converg.
 AJ8639;SPC MN N     -   366,064.703   604,221.443   MT  1.00006415   -1 58 41.0
 AJ8639;UTM  15      - 5,415,885.401   296,949.641   MT  1.00010654   -2 05 09.1
 AJ8639
 AJ8639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8639!SPC MN N     -   0.99995448  x   1.00006415  =   1.00001863
 AJ8639!UTM  15      -   0.99995448  x   1.00010654  =   1.00006102
 AJ8639
 AJ8639:                Primary Azimuth Mark                     Grid Az
 AJ8639:SPC MN N     -  6809 J                                   001 50 33.4
 AJ8639:UTM  15      -  6809 J                                   001 57 01.5
 AJ8639
 AJ8639|---------------------------------------------------------------------|
 AJ8639| PID    Reference Object                     Distance      Geod. Az  |
 AJ8639|                                                           dddmmss.s |
 AJ8639| AJ8640 6809 J                              APPROX. 1.6 KM 3595152.4 |
 AJ8639|---------------------------------------------------------------------|
 AJ8639
 AJ8639                          SUPERSEDED SURVEY CONTROL
 AJ8639
 AJ8639  NAVD 88 (03/29/02)  318.49   (m)         1044.9    (f) LEVELING    3  
 AJ8639
 AJ8639.Superseded values are not recommended for survey control.
 AJ8639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8639.See file dsdata.txt to determine how the superseded data were derived.
 AJ8639
 AJ8639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ9695015885(NAD 83)
 AJ8639_MARKER: DD = SURVEY DISK
 AJ8639_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8639_STAMPING: 6809 H 1998
 AJ8639_MARK LOGO: MNDT  
 AJ8639_PROJECTION: FLUSH
 AJ8639_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8639+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 AJ8639_ROD/PIPE-DEPTH:  6.1 meters
 AJ8639
 AJ8639  HISTORY     - Date     Condition        Report By
 AJ8639  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8639  HISTORY     - 20040802 GOOD             MNDT
 AJ8639
 AJ8639                          STATION DESCRIPTION
 AJ8639
 AJ8639'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AJ8639'1 MI (1.6 KM) NORTH OF ROSEAU, AT NW COR OF JCT TH 310 AND GRAVEL RD,
 AJ8639'1.0 MI (1.6 KM) NORTH ALONG TH 310 FROM JCT OF TH 310, TH 89 AND TH 11
 AJ8639'IN ROSEAU, AT TH 310 MP 1.0, 74.7 FT (22.8 M) WEST OF TH 310, 44.5 FT
 AJ8639'(13.6 M) NORTH OF GRAVEL RD, 11.8 F T NNW OF TEL CABLE PED, 1.6 FT
 AJ8639'(0.5 M) NNE OF A WIT POST.
 AJ8639
 AJ8639                          STATION RECOVERY (2004)
 AJ8639
 AJ8639'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AJ8639'1.0 MILE NORTH OF ROSEAU, AT NORTHWEST CORNER OF JUNCTION TRUNK
 AJ8639'HIGHWAY 310TH AND 320TH STREET (GRAVEL ROAD), 1.0 MILE NORTH ALONG
 AJ8639'TRUNK HIGHWAY 310 FROM JUNCTION OF TRUNK HIGHWAY 310, TRUNK HIGHWAY 89
 AJ8639'AND TRUNK HIGHWAY 11 IN ROSEAU, AT TRUNK HIGHWAY 310 MILEPOINT 1.0,
 AJ8639'74.7 FEET WEST OF TRUNK HIGHWAY 310, 44.5 FEET NORTH OF 320TH STREET,
 AJ8639'11.8 FEET NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL, 1.6 FEET
 AJ8639'NORTH-NORTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8640 ***********************************************************************
 AJ8640  DESIGNATION -  6809 J
 AJ8640  PID         -  AJ8640
 AJ8640  STATE/COUNTY-  MN/ROSEAU
 AJ8640  USGS QUAD   -  ROSEAU NE (1984)
 AJ8640
 AJ8640                         *CURRENT SURVEY CONTROL
 AJ8640  ___________________________________________________________________
 AJ8640* NAD 83(1996)-  48 52 38.54212(N)    095 46 07.26520(W)     ADJUSTED  
 AJ8640* NAVD 88     -       317.699  (meters)    1042.32   (feet)  ADJUSTED  
 AJ8640  ___________________________________________________________________
 AJ8640  X           -    -422,444.899 (meters)                     COMP
 AJ8640  Y           -  -4,181,623.588 (meters)                     COMP
 AJ8640  Z           -   4,781,819.147 (meters)                     COMP
 AJ8640  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 AJ8640  ELLIP HEIGHT-         289.67  (meters)          (03/29/02) GPS OBS
 AJ8640  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AJ8640  DYNAMIC HT  -         317.785 (meters)    1042.60  (feet)  COMP
 AJ8640  MODELED GRAV-     980,871.7   (mgal)                       NAVD 88
 AJ8640
 AJ8640  HORZ ORDER  -  FIRST
 AJ8640  VERT ORDER  -  SECOND    CLASS I
 AJ8640  ELLP ORDER  -  FOURTH    CLASS I
 AJ8640
 AJ8640.The horizontal coordinates were established by GPS observations
 AJ8640.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8640
 AJ8640.The orthometric height was determined by differential leveling
 AJ8640.and adjusted by the National Geodetic Survey in April 2004..
 AJ8640.No vertical observational check was made to the station.
 AJ8640
 AJ8640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8640
 AJ8640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8640
 AJ8640.The ellipsoidal height was determined by GPS observations
 AJ8640.and is referenced to NAD 83.
 AJ8640
 AJ8640.The geoid height was determined by GEOID03.
 AJ8640
 AJ8640.The dynamic height is computed by dividing the NAVD 88
 AJ8640.geopotential number by the normal gravity value computed on the
 AJ8640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8640.degrees latitude (g = 980.6199 gals.).
 AJ8640
 AJ8640.The modeled gravity was interpolated from observed gravity values.
 AJ8640
 AJ8640;                    North         East     Units Scale Factor Converg.
 AJ8640;SPC MN N     -   367,699.401   604,274.032   MT  1.00006881   -1 58 41.1
 AJ8640;UTM  15      - 5,417,520.062   297,005.315   MT  1.00010626   -2 05 10.9
 AJ8640
 AJ8640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8640!SPC MN N     -   0.99995461  x   1.00006881  =   1.00002341
 AJ8640!UTM  15      -   0.99995461  x   1.00010626  =   1.00006086
 AJ8640
 AJ8640:                Primary Azimuth Mark                     Grid Az
 AJ8640:SPC MN N     -  6809 H                                   181 50 33.4
 AJ8640:UTM  15      -  6809 H                                   181 57 03.2
 AJ8640
 AJ8640|---------------------------------------------------------------------|
 AJ8640| PID    Reference Object                     Distance      Geod. Az  |
 AJ8640|                                                           dddmmss.s |
 AJ8640| AJ8639 6809 H                              APPROX. 1.6 KM 1795152.3 |
 AJ8640|---------------------------------------------------------------------|
 AJ8640
 AJ8640                          SUPERSEDED SURVEY CONTROL
 AJ8640
 AJ8640  NAVD 88 (03/29/02)  317.70   (m)         1042.3    (f) LEVELING    3  
 AJ8640
 AJ8640.Superseded values are not recommended for survey control.
 AJ8640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8640.See file dsdata.txt to determine how the superseded data were derived.
 AJ8640
 AJ8640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ9700517520(NAD 83)
 AJ8640_MARKER: DD = SURVEY DISK
 AJ8640_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8640_STAMPING: 6809 J 1998
 AJ8640_MARK LOGO: MNDT  
 AJ8640_PROJECTION: FLUSH
 AJ8640_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8640+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8640_ROD/PIPE-DEPTH:  7.6 meters
 AJ8640
 AJ8640  HISTORY     - Date     Condition        Report By
 AJ8640  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8640
 AJ8640                          STATION DESCRIPTION
 AJ8640
 AJ8640'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AJ8640'2 MI (3.2 KM) NORTH OF ROSEAU AT NW COR OF TH 310 AND CO RD 16, 2.0 MI
 AJ8640'(3.2 KM) NORTH ALONG TH 310 FROM JCT OF TH 310, TH 89 AND TH 11 IN
 AJ8640'ROSEAU, AT TH 310 MP 2.0, 73.3 FT (22.3 M) WEST OF TH 310, 137.0 FT
 AJ8640'(41.8 M) NORTH OF CO RD 16, 29.8 FT (9.1 M) SSE OF P-POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8641 ***********************************************************************
 AJ8641  DESIGNATION -  6809 K
 AJ8641  PID         -  AJ8641
 AJ8641  STATE/COUNTY-  MN/ROSEAU
 AJ8641  USGS QUAD   -  ROSEAU NE (1984)
 AJ8641
 AJ8641                         *CURRENT SURVEY CONTROL
 AJ8641  ___________________________________________________________________
 AJ8641* NAD 83(1996)-  48 53 28.00629(N)    095 46 05.46840(W)     ADJUSTED  
 AJ8641* NAVD 88     -       317.230  (meters)    1040.78   (feet)  ADJUSTED  
 AJ8641  ___________________________________________________________________
 AJ8641  X           -    -422,292.740 (meters)                     COMP
 AJ8641  Y           -  -4,180,481.571 (meters)                     COMP
 AJ8641  Z           -   4,782,823.622 (meters)                     COMP
 AJ8641  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 AJ8641  ELLIP HEIGHT-         289.20  (meters)          (03/29/02) GPS OBS
 AJ8641  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AJ8641  DYNAMIC HT  -         317.316 (meters)    1041.06  (feet)  COMP
 AJ8641  MODELED GRAV-     980,873.7   (mgal)                       NAVD 88
 AJ8641
 AJ8641  HORZ ORDER  -  FIRST
 AJ8641  VERT ORDER  -  SECOND    CLASS I
 AJ8641  ELLP ORDER  -  FOURTH    CLASS I
 AJ8641
 AJ8641.The horizontal coordinates were established by GPS observations
 AJ8641.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8641
 AJ8641.The orthometric height was determined by differential leveling
 AJ8641.and adjusted by the National Geodetic Survey in April 2004..
 AJ8641.No vertical observational check was made to the station.
 AJ8641
 AJ8641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8641
 AJ8641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8641
 AJ8641.The ellipsoidal height was determined by GPS observations
 AJ8641.and is referenced to NAD 83.
 AJ8641
 AJ8641.The geoid height was determined by GEOID03.
 AJ8641
 AJ8641.The dynamic height is computed by dividing the NAVD 88
 AJ8641.geopotential number by the normal gravity value computed on the
 AJ8641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8641.degrees latitude (g = 980.6199 gals.).
 AJ8641
 AJ8641.The modeled gravity was interpolated from observed gravity values.
 AJ8641
 AJ8641;                    North         East     Units Scale Factor Converg.
 AJ8641;SPC MN N     -   369,225.331   604,363.359   MT  1.00007324   -1 58 39.8
 AJ8641;UTM  15      - 5,419,045.874   297,097.535   MT  1.00010579   -2 05 11.1
 AJ8641
 AJ8641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8641!SPC MN N     -   0.99995468  x   1.00007324  =   1.00002792
 AJ8641!UTM  15      -   0.99995468  x   1.00010579  =   1.00006047
 AJ8641
 AJ8641:                Primary Azimuth Mark                     Grid Az
 AJ8641:SPC MN N     -  6809 J                                   183 21 00.9
 AJ8641:UTM  15      -  6809 J                                   183 27 32.2
 AJ8641
 AJ8641|---------------------------------------------------------------------|
 AJ8641| PID    Reference Object                     Distance      Geod. Az  |
 AJ8641|                                                           dddmmss.s |
 AJ8641| AJ8640 6809 J                              APPROX. 1.5 KM 1812221.1 |
 AJ8641|---------------------------------------------------------------------|
 AJ8641
 AJ8641                          SUPERSEDED SURVEY CONTROL
 AJ8641
 AJ8641  NAVD 88 (03/29/02)  317.23   (m)         1040.8    (f) LEVELING    3  
 AJ8641
 AJ8641.Superseded values are not recommended for survey control.
 AJ8641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8641.See file dsdata.txt to determine how the superseded data were derived.
 AJ8641
 AJ8641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ9709819046(NAD 83)
 AJ8641_MARKER: DD = SURVEY DISK
 AJ8641_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8641_STAMPING: 6809 K 1998
 AJ8641_MARK LOGO: MNDT  
 AJ8641_PROJECTION: FLUSH
 AJ8641_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8641+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8641_ROD/PIPE-DEPTH:  9.1 meters
 AJ8641
 AJ8641  HISTORY     - Date     Condition        Report By
 AJ8641  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8641
 AJ8641                          STATION DESCRIPTION
 AJ8641
 AJ8641'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AJ8641'3 MI (4.8 KM) NORTH OF ROSEAU, AT SE COR OF TH 310 AND CO RD 28, 3.0
 AJ8641'MI (4.8 KM) NORTH ALONG TH 310 FROM JCT OF TH 310, TH 89 AND TH 11 IN
 AJ8641'ROSEAU, AT TH 310 MP 2.95, 75.0 FT (22.9 M) EAST OF TH 310, 59.5 FT
 AJ8641'(18.1 M) SOUTH OF CO RD 28, 2.7 FT (0.8 M) NORTH OF R/W POST, 147.4 FT
 AJ8641'(44.9 M) SSE OF MILEPOST 3, 3.7 FT (1.1 M) SOUTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8642 ***********************************************************************
 AJ8642  DESIGNATION -  6809 L
 AJ8642  PID         -  AJ8642
 AJ8642  STATE/COUNTY-  MN/ROSEAU
 AJ8642  USGS QUAD   -  ROSEAU NE (1984)
 AJ8642
 AJ8642                         *CURRENT SURVEY CONTROL
 AJ8642  ___________________________________________________________________
 AJ8642* NAD 83(1996)-  48 54 21.29969(N)    095 46 08.44132(W)     ADJUSTED  
 AJ8642* NAVD 88     -       315.686  (meters)    1035.71   (feet)  ADJUSTED  
 AJ8642  ___________________________________________________________________
 AJ8642  X           -    -422,228.188 (meters)                     COMP
 AJ8642  Y           -  -4,179,240.149 (meters)                     COMP
 AJ8642  Z           -   4,783,904.772 (meters)                     COMP
 AJ8642  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 AJ8642  ELLIP HEIGHT-         287.66  (meters)          (03/29/02) GPS OBS
 AJ8642  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AJ8642  DYNAMIC HT  -         315.773 (meters)    1036.00  (feet)  COMP
 AJ8642  MODELED GRAV-     980,876.1   (mgal)                       NAVD 88
 AJ8642
 AJ8642  HORZ ORDER  -  FIRST
 AJ8642  VERT ORDER  -  SECOND    CLASS I
 AJ8642  ELLP ORDER  -  FOURTH    CLASS I
 AJ8642
 AJ8642.The horizontal coordinates were established by GPS observations
 AJ8642.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8642
 AJ8642.The orthometric height was determined by differential leveling
 AJ8642.and adjusted by the National Geodetic Survey in April 2004..
 AJ8642.No vertical observational check was made to the station.
 AJ8642
 AJ8642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8642
 AJ8642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8642
 AJ8642.The ellipsoidal height was determined by GPS observations
 AJ8642.and is referenced to NAD 83.
 AJ8642
 AJ8642.The geoid height was determined by GEOID03.
 AJ8642
 AJ8642.The dynamic height is computed by dividing the NAVD 88
 AJ8642.geopotential number by the normal gravity value computed on the
 AJ8642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8642.degrees latitude (g = 980.6199 gals.).
 AJ8642
 AJ8642.The modeled gravity was interpolated from observed gravity values.
 AJ8642
 AJ8642;                    North         East     Units Scale Factor Converg.
 AJ8642;SPC MN N     -   370,872.854   604,359.669   MT  1.00007807   -1 58 42.0
 AJ8642;UTM  15      - 5,420,693.450   297,096.978   MT  1.00010580   -2 05 15.1
 AJ8642
 AJ8642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8642!SPC MN N     -   0.99995492  x   1.00007807  =   1.00003299
 AJ8642!UTM  15      -   0.99995492  x   1.00010580  =   1.00006072
 AJ8642
 AJ8642:                Primary Azimuth Mark                     Grid Az
 AJ8642:SPC MN N     -  6809 K                                   179 52 18.1
 AJ8642:UTM  15      -  6809 K                                   179 58 51.2
 AJ8642
 AJ8642|---------------------------------------------------------------------|
 AJ8642| PID    Reference Object                     Distance      Geod. Az  |
 AJ8642|                                                           dddmmss.s |
 AJ8642| AJ8641 6809 K                              APPROX. 1.6 KM 1775336.1 |
 AJ8642|---------------------------------------------------------------------|
 AJ8642
 AJ8642                          SUPERSEDED SURVEY CONTROL
 AJ8642
 AJ8642  NAVD 88 (03/29/02)  315.69   (m)         1035.7    (f) LEVELING    3  
 AJ8642
 AJ8642.Superseded values are not recommended for survey control.
 AJ8642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8642.See file dsdata.txt to determine how the superseded data were derived.
 AJ8642
 AJ8642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ9709720693(NAD 83)
 AJ8642_MARKER: DD = SURVEY DISK
 AJ8642_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8642_STAMPING: 6809 L 1998
 AJ8642_MARK LOGO: MNDT  
 AJ8642_PROJECTION: FLUSH
 AJ8642_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8642+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8642_ROD/PIPE-DEPTH:  7.6 meters
 AJ8642
 AJ8642  HISTORY     - Date     Condition        Report By
 AJ8642  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8642
 AJ8642                          STATION DESCRIPTION
 AJ8642
 AJ8642'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AJ8642'4 MI (6.4 KM) NORTH OF ROSEAU AT NW COR OF TH 310 AND GRAVEL RD, 4.05
 AJ8642'MI (6.52 KM) NORTH ALONG TH 310 FROM JCT OF TH 310, TH 89 AND TH 11 IN
 AJ8642'ROSEAU, AT TH 310 MP 4.0, 73.2 FT (22.3 M) WEST OF TH 310, 43.5 FT
 AJ8642'(13.3 M) NORTH OF GRAVEL RD, 6.2 FT (1.9 M) NNE OF P-POLE, 5.0 FT (1.5
 AJ8642'M) SOUTH OF TEL CABLE MARKER NUMBER 20021A, 25.3 FT (7.7 M) SOUTH OF
 AJ8642'FIELD ENT, 11.2 FT (3.4 M) NNE OF R/W POST, 2.3 FT (0.7 M) NORTH OF A
 AJ8642'WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8643 ***********************************************************************
 AJ8643  DESIGNATION -  6809 M
 AJ8643  PID         -  AJ8643
 AJ8643  STATE/COUNTY-  MN/ROSEAU
 AJ8643  USGS QUAD   -  ROSEAU NE (1984)
 AJ8643
 AJ8643                         *CURRENT SURVEY CONTROL
 AJ8643  ___________________________________________________________________
 AJ8643* NAD 83(1996)-  48 57 49.89794(N)    095 46 07.13875(W)     ADJUSTED  
 AJ8643* NAVD 88     -       318.505  (meters)    1044.96   (feet)  ADJUSTED  
 AJ8643  ___________________________________________________________________
 AJ8643  X           -    -421,713.628 (meters)                     COMP
 AJ8643  Y           -  -4,174,410.595 (meters)                     COMP
 AJ8643  Z           -   4,788,140.151 (meters)                     COMP
 AJ8643  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 AJ8643  ELLIP HEIGHT-         290.46  (meters)          (03/29/02) GPS OBS
 AJ8643  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AJ8643  DYNAMIC HT  -         318.595 (meters)    1045.26  (feet)  COMP
 AJ8643  MODELED GRAV-     980,884.8   (mgal)                       NAVD 88
 AJ8643
 AJ8643  HORZ ORDER  -  FIRST
 AJ8643  VERT ORDER  -  SECOND    CLASS I
 AJ8643  ELLP ORDER  -  FOURTH    CLASS I
 AJ8643
 AJ8643.The horizontal coordinates were established by GPS observations
 AJ8643.and adjusted by the MN DEPT OF TRANSP in March 2002..
 AJ8643
 AJ8643.The orthometric height was determined by differential leveling
 AJ8643.and adjusted by the National Geodetic Survey in April 2004..
 AJ8643.No vertical observational check was made to the station.
 AJ8643
 AJ8643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8643
 AJ8643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8643
 AJ8643.The ellipsoidal height was determined by GPS observations
 AJ8643.and is referenced to NAD 83.
 AJ8643
 AJ8643.The geoid height was determined by GEOID03.
 AJ8643
 AJ8643.The dynamic height is computed by dividing the NAVD 88
 AJ8643.geopotential number by the normal gravity value computed on the
 AJ8643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8643.degrees latitude (g = 980.6199 gals.).
 AJ8643
 AJ8643.The modeled gravity was interpolated from observed gravity values.
 AJ8643
 AJ8643;                    North         East     Units Scale Factor Converg.
 AJ8643;SPC MN N     -   377,312.523   604,608.621   MT  1.00009763   -1 58 41.0
 AJ8643;UTM  15      - 5,427,132.741   297,358.310   MT  1.00010449   -2 05 20.7
 AJ8643
 AJ8643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8643!SPC MN N     -   0.99995448  x   1.00009763  =   1.00005211
 AJ8643!UTM  15      -   0.99995448  x   1.00010449  =   1.00005897
 AJ8643
 AJ8643                          SUPERSEDED SURVEY CONTROL
 AJ8643
 AJ8643  NAVD 88 (03/29/02)  318.51   (m)         1045.0    (f) LEVELING    3  
 AJ8643
 AJ8643.Superseded values are not recommended for survey control.
 AJ8643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8643.See file dsdata.txt to determine how the superseded data were derived.
 AJ8643
 AJ8643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ9735827133(NAD 83)
 AJ8643_MARKER: DD = SURVEY DISK
 AJ8643_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8643_STAMPING: 6809 M 1998
 AJ8643_MARK LOGO: MNDT  
 AJ8643_PROJECTION: RECESSED 5 CENTIMETERS
 AJ8643_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8643+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8643_ROD/PIPE-DEPTH: 12.2 meters
 AJ8643
 AJ8643  HISTORY     - Date     Condition        Report By
 AJ8643  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8643
 AJ8643                          STATION DESCRIPTION
 AJ8643
 AJ8643'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AJ8643'8.0 MI (12.9 KM) NORTH OF ROSEAU AT NW COR OF TH 310 AND GRAVEL RD,
 AJ8643'8.0 MI (12.9 KM) NORTH ALONG TH 310 FROM JCT OF TH 310 TH 89 AND TH 11
 AJ8643'IN ROSEAU, AT TH 310 MP 8.0, 22.0 FT (6.7 M) WEST OF TH 310, 57.0 FT
 AJ8643'(17.4 M) ESE OF A GUYED P-POLE, 49.0 FT (14.9 M) WEST OF MILEPOST 8,
 AJ8643'13.2 FT (4.0 M) EAST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7864 ***********************************************************************
 DE7864  DESIGNATION -  6809 N
 DE7864  PID         -  DE7864
 DE7864  STATE/COUNTY-  MN/ROSEAU
 DE7864  USGS QUAD   -  ROSEAU NE (1984)
 DE7864
 DE7864                         *CURRENT SURVEY CONTROL
 DE7864  ___________________________________________________________________
 DE7864* NAD 83(1986)-  48 58 41.     (N)    095 46 06.     (W)     SCALED    
 DE7864* NAVD 88     -       319.858  (meters)    1049.40   (feet)  ADJUSTED  
 DE7864  ___________________________________________________________________
 DE7864  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DE7864  DYNAMIC HT  -         319.950 (meters)    1049.70  (feet)  COMP
 DE7864  MODELED GRAV-     980,886.6   (mgal)                       NAVD 88
 DE7864
 DE7864  VERT ORDER  -  SECOND    CLASS I
 DE7864
 DE7864.The horizontal coordinates were scaled from a topographic map and have
 DE7864.an estimated accuracy of +/- 6 seconds.
 DE7864
 DE7864.The orthometric height was determined by differential leveling
 DE7864.and adjusted by the National Geodetic Survey in April 2004..
 DE7864.No vertical observational check was made to the station.
 DE7864
 DE7864.The geoid height was determined by GEOID03.
 DE7864
 DE7864.The dynamic height is computed by dividing the NAVD 88
 DE7864.geopotential number by the normal gravity value computed on the
 DE7864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7864.degrees latitude (g = 980.6199 gals.).
 DE7864
 DE7864.The modeled gravity was interpolated from observed gravity values.
 DE7864
 DE7864;                    North         East    Units  Estimated Accuracy
 DE7864;SPC MN N     -   378,890.      604,690.      MT  (+/- 180 meters Scaled)
 DE7864
 DE7864                          SUPERSEDED SURVEY CONTROL
 DE7864
 DE7864.No superseded survey control is available for this station.
 DE7864
 DE7864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ974287(NAD 83)
 DE7864_MARKER: DV = VERTICAL CONTROL DISK
 DE7864_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE7864_SP_SET: BOX CULVERT HEADWALL
 DE7864_STAMPING: 6809 N 1998
 DE7864_MARK LOGO: MNDT  
 DE7864_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7864+STABILITY: SURFACE MOTION
 DE7864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7864+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE7864
 DE7864  HISTORY     - Date     Condition        Report By
 DE7864  HISTORY     - 1998     MONUMENTED       MNDT
 DE7864
 DE7864                          STATION DESCRIPTION
 DE7864
 DE7864'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE7864'9 MI (14.5 KM) NORTH OF ROSEAU, IN HEADWALL AT SE CORNER OF BOX
 DE7864'CULVERT NO 91224 OVER DRAINAGE DITCH, 9.0 MI (14.5 KM) NORTH ON TH 310
 DE7864'FROM JCT TH 11 AND TH 89 IN ROSEAU, AT TH 310 MP 9.0, 21.3 FT (6.5 M)
 DE7864'EAST OF TH 310, 1.4 FT (0.4 M) EAST OF BACK OF GUARDRAIL, 0.6 FT (18.3
 DE7864'CM) NORTH OF SOUTH END OF HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2025 ***********************************************************************
 AI2025  DESIGNATION -  6810 A
 AI2025  PID         -  AI2025
 AI2025  STATE/COUNTY-  MN/ROSEAU
 AI2025  USGS QUAD   -  WARROAD (1994)
 AI2025
 AI2025                         *CURRENT SURVEY CONTROL
 AI2025  ___________________________________________________________________
 AI2025* NAD 83(1986)-  48 56 42.     (N)    095 20 27.     (W)     SCALED    
 AI2025* NAVD 88     -       326.152  (meters)    1070.05   (feet)  ADJUSTED  
 AI2025  ___________________________________________________________________
 AI2025  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 AI2025  DYNAMIC HT  -         326.246 (meters)    1070.36  (feet)  COMP
 AI2025  MODELED GRAV-     980,887.1   (mgal)                       NAVD 88
 AI2025
 AI2025  VERT ORDER  -  SECOND    CLASS I
 AI2025
 AI2025.The horizontal coordinates were scaled from a topographic map and have
 AI2025.an estimated accuracy of +/- 6 seconds.
 AI2025
 AI2025.The orthometric height was determined by differential leveling
 AI2025.and adjusted by the National Geodetic Survey in August 2000..
 AI2025.No vertical observational check was made to the station.
 AI2025
 AI2025.The geoid height was determined by GEOID03.
 AI2025
 AI2025.The dynamic height is computed by dividing the NAVD 88
 AI2025.geopotential number by the normal gravity value computed on the
 AI2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2025.degrees latitude (g = 980.6199 gals.).
 AI2025
 AI2025.The modeled gravity was interpolated from observed gravity values.
 AI2025
 AI2025;                    North         East    Units  Estimated Accuracy
 AI2025;SPC MN N     -   374,220.      635,860.      MT  (+/- 180 meters Scaled)
 AI2025
 AI2025                          SUPERSEDED SURVEY CONTROL
 AI2025
 AI2025.No superseded survey control is available for this station.
 AI2025
 AI2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ286239(NAD 83)
 AI2025_MARKER: DD = SURVEY DISK
 AI2025_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2025_STAMPING: 6810 A 1998
 AI2025_MARK LOGO: MNDT  
 AI2025_PROJECTION: PROJECTING 5 CENTIMETERS
 AI2025_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2025+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI2025_ROD/PIPE-DEPTH:  9.1 meters
 AI2025
 AI2025  HISTORY     - Date     Condition        Report By
 AI2025  HISTORY     - 1998     MONUMENTED       MNDT
 AI2025
 AI2025                          STATION DESCRIPTION
 AI2025
 AI2025'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AI2025'2.9 MI (4.7 KM) NNW OF WARROAD, 2.15 MI (3.46 KM) NNW ALONG TH 313
 AI2025'FROM JCT OF TH 11 AND TH 313 ABOUT 0.8 MI (1.3 KM) NW OF WARROAD, AT
 AI2025'TH 313 MP 2.2, 52.2 FT (15.9 M) NNW OF CO RD 13, 40.2 FT (12.3 M) ENE
 AI2025'OF EAST RAIL OF TRACKS, 48.0 FT (14.6 M) SE OF COR OF RR SHED, 41.9 FT
 AI2025'(12.8 M) NE OF SEMAPHOR, 1.4 FT (0.4 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2029 ***********************************************************************
 AI2029  DESIGNATION -  6810 C
 AI2029  PID         -  AI2029
 AI2029  STATE/COUNTY-  MN/ROSEAU
 AI2029  USGS QUAD   -  WARROAD (1994)
 AI2029
 AI2029                         *CURRENT SURVEY CONTROL
 AI2029  ___________________________________________________________________
 AI2029* NAD 83(1986)-  48 59 17.     (N)    095 22 05.     (W)     SCALED    
 AI2029* NAVD 88     -       327.440  (meters)    1074.28   (feet)  ADJUSTED  
 AI2029  ___________________________________________________________________
 AI2029  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 AI2029  DYNAMIC HT  -         327.535 (meters)    1074.59  (feet)  COMP
 AI2029  MODELED GRAV-     980,890.7   (mgal)                       NAVD 88
 AI2029
 AI2029  VERT ORDER  -  SECOND    CLASS I
 AI2029
 AI2029.The horizontal coordinates were scaled from a topographic map and have
 AI2029.an estimated accuracy of +/- 6 seconds.
 AI2029
 AI2029.The orthometric height was determined by differential leveling
 AI2029.and adjusted by the National Geodetic Survey in August 2000..
 AI2029.No vertical observational check was made to the station.
 AI2029
 AI2029.The geoid height was determined by GEOID03.
 AI2029
 AI2029.The dynamic height is computed by dividing the NAVD 88
 AI2029.geopotential number by the normal gravity value computed on the
 AI2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2029.degrees latitude (g = 980.6199 gals.).
 AI2029
 AI2029.The modeled gravity was interpolated from observed gravity values.
 AI2029
 AI2029;                    North         East    Units  Estimated Accuracy
 AI2029;SPC MN N     -   379,070.      634,010.      MT  (+/- 180 meters Scaled)
 AI2029
 AI2029                          SUPERSEDED SURVEY CONTROL
 AI2029
 AI2029.No superseded survey control is available for this station.
 AI2029
 AI2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ267288(NAD 83)
 AI2029_MARKER: DD = SURVEY DISK
 AI2029_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2029_STAMPING: 6810 C 1998
 AI2029_MARK LOGO: MNDT  
 AI2029_PROJECTION: PROJECTING 8 CENTIMETERS
 AI2029_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2029+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI2029_ROD/PIPE-DEPTH: 12.2 meters
 AI2029
 AI2029  HISTORY     - Date     Condition        Report By
 AI2029  HISTORY     - 1998     MONUMENTED       MNDT
 AI2029
 AI2029                          STATION DESCRIPTION
 AI2029
 AI2029'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AI2029'6.0 MI (9.7 KM) NNW OF WARROAD, 5.4 MI (8.7 KM) NNW ALONG TH 313 FROM
 AI2029'JCT OF TH 11 AND TH 313 ABOUT 0.8 MI (1.3 KM) NW OF WARROAD, AT TH 313
 AI2029'MP 5.45, 38.0 FT (11.6 M) SOUTH OF GRAVEL RD, ABOUT 250 FT (76.2 M)
 AI2029'ENE OF TH 313, 47.2 FT (14.4 M) ENE OF EAST RAIL OF TRACKS, 5.6 FT
 AI2029'(1.7 M) WNW OF P-POLE, 68.8 FT (21.0 M) NNE OF T-POLE, 79.1 FT (24.1
 AI2029'M) SE OF CABLE MARKER, 69.3 FT (21.1 M) SE OF T-POLE NO KA572, 2.0 FT
 AI2029'(0.6 M) WSW OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2030 ***********************************************************************
 AI2030  DESIGNATION -  6810 D
 AI2030  PID         -  AI2030
 AI2030  STATE/COUNTY-  MN/ROSEAU
 AI2030  USGS QUAD   -  WARROAD NW (1967)
 AI2030
 AI2030                         *CURRENT SURVEY CONTROL
 AI2030  ___________________________________________________________________
 AI2030* NAD 83(1986)-  48 59 51.     (N)    095 22 31.     (W)     SCALED    
 AI2030* NAVD 88     -       328.155  (meters)    1076.62   (feet)  ADJUSTED  
 AI2030  ___________________________________________________________________
 AI2030  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 AI2030  DYNAMIC HT  -         328.251 (meters)    1076.94  (feet)  COMP
 AI2030  MODELED GRAV-     980,893.7   (mgal)                       NAVD 88
 AI2030
 AI2030  VERT ORDER  -  SECOND    CLASS I
 AI2030
 AI2030.The horizontal coordinates were scaled from a topographic map and have
 AI2030.an estimated accuracy of +/- 6 seconds.
 AI2030
 AI2030.The orthometric height was determined by differential leveling
 AI2030.and adjusted by the National Geodetic Survey in August 2000..
 AI2030.No vertical observational check was made to the station.
 AI2030
 AI2030.The geoid height was determined by GEOID03.
 AI2030
 AI2030.The dynamic height is computed by dividing the NAVD 88
 AI2030.geopotential number by the normal gravity value computed on the
 AI2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2030.degrees latitude (g = 980.6199 gals.).
 AI2030
 AI2030.The modeled gravity was interpolated from observed gravity values.
 AI2030
 AI2030;                    North         East    Units  Estimated Accuracy
 AI2030;SPC MN N     -   380,130.      633,510.      MT  (+/- 180 meters Scaled)
 AI2030
 AI2030                          SUPERSEDED SURVEY CONTROL
 AI2030
 AI2030.No superseded survey control is available for this station.
 AI2030
 AI2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ262298(NAD 83)
 AI2030_MARKER: DD = SURVEY DISK
 AI2030_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2030_STAMPING: 6810 D 1998
 AI2030_MARK LOGO: MNDT  
 AI2030_PROJECTION: RECESSED 5 CENTIMETERS
 AI2030_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2030+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI2030_ROD/PIPE-DEPTH:  4.6 meters
 AI2030
 AI2030  HISTORY     - Date     Condition        Report By
 AI2030  HISTORY     - 1998     MONUMENTED       MNDT
 AI2030
 AI2030                          STATION DESCRIPTION
 AI2030
 AI2030'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AI2030'6.8 MI (10.9 KM) NNW OF WARROAD, 6.10 MI (9.82 KM) NNW ALONG TH 313
 AI2030'FROM JCT OF TH 11 AND TH 313 ABOUT 0.8 MI (1.3 KM) NW OF WARROAD, AT
 AI2030'TH 313 MP 6.15, 31.0 FT (9.4 M) WSW OF NB TH 313, 51.0 FT (15.5 M) ENE
 AI2030'OF SB TH 313, 66.8 FT (20.4 M) NORTH OF LIGHT POLE WITH TWO LIGHTS,
 AI2030'143.4 FT (43.7 M) NNW OF NE COR OF US CUSTOMS BLDG, 1.0 FT (0.3 M) SW
 AI2030'OF BACK OF CURB, 0.85 FT (25.91 CM) WEST OF NW COR OF SIDE WALK, N0
 AI2030'WIT POST SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5953 ***********************************************************************
 DF5953  DESIGNATION -  69
 DF5953  PID         -  DF5953
 DF5953  STATE/COUNTY-  MN/PINE
 DF5953  USGS QUAD   -  KETTLE RIVER (1981)
 DF5953
 DF5953                         *CURRENT SURVEY CONTROL
 DF5953  ___________________________________________________________________
 DF5953* NAD 83(1996)-  46 24 04.51053(N)    092 59 26.13259(W)     ADJUSTED  
 DF5953* NAVD 88     -       381.2    (meters)    1251.     (feet)  GPS OBS   
 DF5953  ___________________________________________________________________
 DF5953  X           -    -229,889.184 (meters)                     COMP
 DF5953  Y           -  -4,400,371.081 (meters)                     COMP
 DF5953  Z           -   4,596,373.589 (meters)                     COMP
 DF5953  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 DF5953  ELLIP HEIGHT-         353.41  (meters)          (05/27/03) GPS OBS
 DF5953  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DF5953
 DF5953  HORZ ORDER  -  FIRST
 DF5953  ELLP ORDER  -  THIRD     CLASS I
 DF5953
 DF5953.The horizontal coordinates were established by GPS observations
 DF5953.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5953
 DF5953.The orthometric height was determined by GPS observations and a
 DF5953.high-resolution geoid model.
 DF5953
 DF5953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5953
 DF5953.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5953
 DF5953.The ellipsoidal height was determined by GPS observations
 DF5953.and is referenced to NAD 83.
 DF5953
 DF5953.The geoid height was determined by GEOID03.
 DF5953
 DF5953;                    North         East     Units Scale Factor Converg.
 DF5953;SPC MN C     -   256,513.984   896,838.699   MT  0.99992269   +0 54 39.7
 DF5953;UTM  15      - 5,138,631.059   500,723.170   MT  0.99960001   +0 00 24.5
 DF5953
 DF5953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5953!SPC MN C     -   0.99994460  x   0.99992269  =   0.99986730
 DF5953!UTM  15      -   0.99994460  x   0.99960001  =   0.99954463
 DF5953
 DF5953                          SUPERSEDED SURVEY CONTROL
 DF5953
 DF5953.No superseded survey control is available for this station.
 DF5953
 DF5953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0072338631(NAD 83)
 DF5953_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5953_STAMPING: NO 69
 DF5953_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5953+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5953
 DF5953  HISTORY     - Date     Condition        Report By
 DF5953  HISTORY     - 1999     MONUMENTED       MN-115
 DF5953
 DF5953                          STATION DESCRIPTION
 DF5953
 DF5953'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5953'8.75 MI (14.08 KM) WEST ON CO RD 46 FROM JCT OF CO RD 61 AT STURGEON
 DF5953'LAKE THEN 0.75 MI (1.21 KM) NORTH ON CO RD 169, 32 FT (9.8 M) EAST OF
 DF5953'CO RD 169, 4 FT (1.2 M) SW OF P-POLE, 2 FT (0.6 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8687 ***********************************************************************
 DF8687  DESIGNATION -  69 DRL
 DF8687  PID         -  DF8687
 DF8687  STATE/COUNTY-  MN/KANABEC
 DF8687  USGS QUAD   -  GIESE (1968)
 DF8687
 DF8687                         *CURRENT SURVEY CONTROL
 DF8687  ___________________________________________________________________
 DF8687* NAD 83(1996)-  46 08 48.92443(N)    093 07 02.67478(W)     ADJUSTED  
 DF8687* NAVD 88     -       348.9    (meters)    1145.     (feet)  GPS OBS   
 DF8687  ___________________________________________________________________
 DF8687  X           -    -240,738.170 (meters)                     COMP
 DF8687  Y           -  -4,420,229.923 (meters)                     COMP
 DF8687  Z           -   4,576,808.626 (meters)                     COMP
 DF8687  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 DF8687  ELLIP HEIGHT-         321.35  (meters)          (10/22/03) GPS OBS
 DF8687  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 DF8687
 DF8687  HORZ ORDER  -  FIRST
 DF8687  ELLP ORDER  -  THIRD     CLASS II
 DF8687
 DF8687.The horizontal coordinates were established by GPS observations
 DF8687.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8687
 DF8687.The orthometric height was determined by GPS observations and a
 DF8687.high-resolution geoid model.
 DF8687
 DF8687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8687
 DF8687.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8687
 DF8687.The ellipsoidal height was determined by GPS observations
 DF8687.and is referenced to NAD 83.
 DF8687
 DF8687.The geoid height was determined by GEOID03.
 DF8687
 DF8687;                    North         East     Units Scale Factor Converg.
 DF8687;SPC MN C     -   228,101.376   887,492.343   MT  0.99992738   +0 49 09.5
 DF8687;UTM  15      - 5,110,378.605   490,932.791   MT  0.99960101   -0 05 04.8
 DF8687
 DF8687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8687!SPC MN C     -   0.99994963  x   0.99992738  =   0.99987701
 DF8687!UTM  15      -   0.99994963  x   0.99960101  =   0.99955066
 DF8687
 DF8687                          SUPERSEDED SURVEY CONTROL
 DF8687
 DF8687.No superseded survey control is available for this station.
 DF8687
 DF8687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9093310379(NAD 83)
 DF8687_MARKER: DD = SURVEY DISK
 DF8687_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF8687_STAMPING: 69 DRL 1966
 DF8687_MARK LOGO: USGS  
 DF8687_PROJECTION: FLUSH
 DF8687_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF8687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8687+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 DF8687
 DF8687  HISTORY     - Date     Condition        Report By
 DF8687  HISTORY     - 1966     MONUMENTED       USGS
 DF8687  HISTORY     - 20021009 GOOD             MNDT
 DF8687
 DF8687                          STATION DESCRIPTION
 DF8687
 DF8687'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DF8687'5.5 MI (8.9 KM) NW OF KROSCHEL, 4 MI (6.4 KM) NORTH ALONG CO RD 20
 DF8687'FROM JCT OF CO RD 5 IN KROSCHEL, THEN 2.05 MI (3.30 KM) WEST ON CO RD
 DF8687'85 (370TH AVE) , THEN 1.20 MI (1.93 KM) NORTH ON TEAL STREET, 0.25 MI
 DF8687'(0.40 KM) NORTH OF SECTION CORNER, 45 FT (13.7 M) EAST OF TEAL ST, 70
 DF8687'FT (21.3 M) NORTH OF DRIVEWAY, 6 FT (1.8 M) SOUTH OF TEL PEDESTAL, 1.2
 DF8687'FT (0.4 M) SOUTH OF WIT SIGN, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0886 ***********************************************************************
 SJ0886  DESIGNATION -  6901 A
 SJ0886  PID         -  SJ0886
 SJ0886  STATE/COUNTY-  MN/ST LOUIS
 SJ0886  USGS QUAD   -  COOK (1984)
 SJ0886
 SJ0886                         *CURRENT SURVEY CONTROL
 SJ0886  ___________________________________________________________________
 SJ0886* NAD 83(1986)-  47 51 42.     (N)    092 43 17.     (W)     SCALED    
 SJ0886* NAVD 88     -       406.556  (meters)    1333.84   (feet)  ADJUSTED  
 SJ0886  ___________________________________________________________________
 SJ0886  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 SJ0886  DYNAMIC HT  -         406.613 (meters)    1334.03  (feet)  COMP
 SJ0886  MODELED GRAV-     980,739.7   (mgal)                       NAVD 88
 SJ0886
 SJ0886  VERT ORDER  -  FIRST     CLASS II
 SJ0886
 SJ0886.The horizontal coordinates were scaled from a topographic map and have
 SJ0886.an estimated accuracy of +/- 6 seconds.
 SJ0886
 SJ0886.The orthometric height was determined by differential leveling
 SJ0886.and adjusted by the National Geodetic Survey in June 1991..
 SJ0886
 SJ0886.The geoid height was determined by GEOID03.
 SJ0886
 SJ0886.The dynamic height is computed by dividing the NAVD 88
 SJ0886.geopotential number by the normal gravity value computed on the
 SJ0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0886.degrees latitude (g = 980.6199 gals.).
 SJ0886
 SJ0886.The modeled gravity was interpolated from observed gravity values.
 SJ0886
 SJ0886;                    North         East    Units  Estimated Accuracy
 SJ0886;SPC MN N     -   251,450.      828,330.      MT  (+/- 180 meters Scaled)
 SJ0886
 SJ0886                          SUPERSEDED SURVEY CONTROL
 SJ0886
 SJ0886  NGVD 29 (??/??/92)  406.263  (m)         1332.88   (f) ADJ UNCH    1 2
 SJ0886
 SJ0886.Superseded values are not recommended for survey control.
 SJ0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0886.See file dsdata.txt to determine how the superseded data were derived.
 SJ0886
 SJ0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP208009(NAD 83)
 SJ0886_MARKER: DD = SURVEY DISK
 SJ0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SJ0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SJ0886_STAMPING: 6901-A 1973
 SJ0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ0886+STABILITY: SURFACE MOTION
 SJ0886
 SJ0886  HISTORY     - Date     Condition        Report By
 SJ0886  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0886  HISTORY     - 1979     GOOD             NGS
 SJ0886
 SJ0886                          STATION DESCRIPTION
 SJ0886
 SJ0886'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0886'1.3 MI WNW FROM COOK.
 SJ0886'THE MARK IS SOUTHWEST OF THE JUNCTION TRUNK HIGHWAY 53, TRUNK HIGHWAY
 SJ0886'1 AND COUNTY ROAD 115 (1.3 MILES WEST-NORTHWEST OF COOK AT MILEPOST
 SJ0886'94.2).  THE MARK IS 111.5 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK
 SJ0886'HIGHWAY 53, 72 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 1, 17
 SJ0886'FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTH OF FENCE LINE AND 0.8 FEET
 SJ0886'NORTHEAST OF A STEEL WITNESS POST.  THE MARK IS SET IN A CONCRETE POST
 SJ0886'THAT PROJECTS 6 INCHES ABOVE THE GROUND AND IS 2 FEET ABOVE THE LEVEL
 SJ0886'OF TRUNK HIGHWAY 1.  NE 1/4 SECTION 14, T 62N, R 19W.
 SJ0886
 SJ0886                          STATION RECOVERY (1979)
 SJ0886
 SJ0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SJ0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0884 ***********************************************************************
 SJ0884  DESIGNATION -  6901 B
 SJ0884  PID         -  SJ0884
 SJ0884  STATE/COUNTY-  MN/ST LOUIS
 SJ0884  USGS QUAD   -  COOK (1984)
 SJ0884
 SJ0884                         *CURRENT SURVEY CONTROL
 SJ0884  ___________________________________________________________________
 SJ0884* NAD 83(1986)-  47 51 43.     (N)    092 43 46.     (W)     SCALED    
 SJ0884* NAVD 88     -       413.083  (meters)    1355.26   (feet)  ADJUSTED  
 SJ0884  ___________________________________________________________________
 SJ0884  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 SJ0884  DYNAMIC HT  -         413.141 (meters)    1355.45  (feet)  COMP
 SJ0884  MODELED GRAV-     980,739.7   (mgal)                       NAVD 88
 SJ0884
 SJ0884  VERT ORDER  -  FIRST     CLASS II
 SJ0884
 SJ0884.The horizontal coordinates were scaled from a topographic map and have
 SJ0884.an estimated accuracy of +/- 6 seconds.
 SJ0884
 SJ0884.The orthometric height was determined by differential leveling
 SJ0884.and adjusted by the National Geodetic Survey in June 1991..
 SJ0884
 SJ0884.The geoid height was determined by GEOID03.
 SJ0884
 SJ0884.The dynamic height is computed by dividing the NAVD 88
 SJ0884.geopotential number by the normal gravity value computed on the
 SJ0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0884.degrees latitude (g = 980.6199 gals.).
 SJ0884
 SJ0884.The modeled gravity was interpolated from observed gravity values.
 SJ0884
 SJ0884;                    North         East    Units  Estimated Accuracy
 SJ0884;SPC MN N     -   251,480.      827,720.      MT  (+/- 180 meters Scaled)
 SJ0884
 SJ0884                          SUPERSEDED SURVEY CONTROL
 SJ0884
 SJ0884  NGVD 29 (??/??/92)  412.821  (m)         1354.40   (f) ADJ UNCH    1 2
 SJ0884
 SJ0884.Superseded values are not recommended for survey control.
 SJ0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0884.See file dsdata.txt to determine how the superseded data were derived.
 SJ0884
 SJ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP202009(NAD 83)
 SJ0884_MARKER: DD = SURVEY DISK
 SJ0884_SETTING: 66 = SET IN ROCK OUTCROP
 SJ0884_SP_SET: ROCK LEDGE
 SJ0884_STAMPING: 6901 B 1973
 SJ0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SJ0884+STABILITY: POSITION/ELEVATION WELL
 SJ0884
 SJ0884  HISTORY     - Date     Condition        Report By
 SJ0884  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0884  HISTORY     - 1979     GOOD             NGS
 SJ0884  HISTORY     - 19920731 GOOD             USPSQD
 SJ0884
 SJ0884                          STATION DESCRIPTION
 SJ0884
 SJ0884'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0884'1.5 MI WNW FROM COOK.
 SJ0884'FROM THE JUNCTION OF TRUNK HIGHWAY 53, TRUNK HIGHWAY 1 AND COUNTY ROAD
 SJ0884'115 (1.3 MILES WEST-NORTHWEST OF COOK, GO WEST ON TRUNK HIGHWAY 1 FOR
 SJ0884'0.4 MILE AND THE MARK ON THE RIGHT (MILEPOST 235.85).  THE MARK IS
 SJ0884'39.5 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 1, 11.5 FEET NORTH
 SJ0884'OF EAST FACE OF ROCK LEDGE (70 FEET LONG BY 5 FEET HIGH), 14.6 FEET
 SJ0884'NORTHWEST OF USGS BENCH MARK TT4DM, AND 141 FEET EAST OF EAST END OF
 SJ0884'15 INCH CONCRETE CULVERT UNDER FIELD ENTRANCE (NORTH).  THE MARK IS
 SJ0884'ABOUT 4 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 1, AND IS SET IN A DRILL
 SJ0884'HOLE IN LEDGE ROCK.  SE 1/4 SECTION 11, T 62N, R 19W.
 SJ0884
 SJ0884                          STATION RECOVERY (1979)
 SJ0884
 SJ0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SJ0884'RECOVERED IN GOOD CONDITION.
 SJ0884
 SJ0884                          STATION RECOVERY (1992)
 SJ0884
 SJ0884'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 SJ0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0883 ***********************************************************************
 SJ0883  DESIGNATION -  6901 C
 SJ0883  PID         -  SJ0883
 SJ0883  STATE/COUNTY-  MN/ST LOUIS
 SJ0883  USGS QUAD   -  COOK (1984)
 SJ0883
 SJ0883                         *CURRENT SURVEY CONTROL
 SJ0883  ___________________________________________________________________
 SJ0883* NAD 83(1986)-  47 51 42.     (N)    092 44 43.     (W)     SCALED    
 SJ0883* NAVD 88     -       405.160  (meters)    1329.26   (feet)  POSTED    
 SJ0883  ___________________________________________________________________
 SJ0883  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 SJ0883  DYNAMIC HT  -         405.220 (meters)    1329.46  (feet)  COMP
 SJ0883  MODELED GRAV-     980,739.8   (mgal)                       NAVD 88
 SJ0883
 SJ0883  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 SJ0883
 SJ0883.The horizontal coordinates were scaled from a topographic map and have
 SJ0883.an estimated accuracy of +/- 6 seconds.
 SJ0883
 SJ0883.The orthometric height was determined by differential leveling
 SJ0883.and adjusted by the National Geodetic Survey in 1992..
 SJ0883.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 SJ0883.rate of 4.1 thru 8.0 mm/km.
 SJ0883
 SJ0883.The geoid height was determined by GEOID03.
 SJ0883
 SJ0883.The dynamic height is computed by dividing the NAVD 88
 SJ0883.geopotential number by the normal gravity value computed on the
 SJ0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0883.degrees latitude (g = 980.6199 gals.).
 SJ0883
 SJ0883.The modeled gravity was interpolated from observed gravity values.
 SJ0883
 SJ0883;                    North         East    Units  Estimated Accuracy
 SJ0883;SPC MN N     -   251,440.      826,540.      MT  (+/- 180 meters Scaled)
 SJ0883
 SJ0883                          SUPERSEDED SURVEY CONTROL
 SJ0883
 SJ0883  NGVD 29 (??/??/92)  404.891  (m)         1328.38   (f) ADJ UNCH    2 0
 SJ0883
 SJ0883.Superseded values are not recommended for survey control.
 SJ0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0883.See file dsdata.txt to determine how the superseded data were derived.
 SJ0883
 SJ0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP190009(NAD 83)
 SJ0883_MARKER: DD = SURVEY DISK
 SJ0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SJ0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SJ0883_STAMPING: 6901 C 1973
 SJ0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ0883+STABILITY: SURFACE MOTION
 SJ0883
 SJ0883  HISTORY     - Date     Condition        Report By
 SJ0883  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0883
 SJ0883                          STATION DESCRIPTION
 SJ0883
 SJ0883'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0883'2.3 MI NW FROM COOK.
 SJ0883'FROM THE JUNCTION OF TRUNK HIGHWAY 53, TRUNK HIGHWAY 1 AND COUNTY ROAD
 SJ0883'115 (1.3 MILES WEST-NORTHWEST OF COOK), GO WEST ON TRUNK HIGHWAY 1 FOR
 SJ0883'1.15 MILES (0.25 MILE WEST OF COUNTY ROAD 20) AND THE MARK ON THE LEFT
 SJ0883'(MILEPOST 235.1).  THE MARK IS 71 FEET SOUTH OF THE CENTERLINE OF
 SJ0883'TRUNK HIGHWAY 1, 52 FEET WEST OF TELEPHONE POLE NUMBER 6, 150 FEET
 SJ0883'EAST OF TELEPHONE POLE NUMBER 7, 1 FOOT SOUTH OF EAST-WEST POLE LINE,
 SJ0883'AND 0.8 FEET NORTH OF A STEEL WITNESS POST.  THE MARK IS SET IN A
 SJ0883'CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND AND IS 1 FOOT
 SJ0883'BELOW THE LEVEL OF TRUNK HIGHWAY 1.  NE 1/4 SECTION 15, T 62N, R 19W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ2285 ***********************************************************************
 SJ2285  DESIGNATION -  6902 A RESET
 SJ2285  PID         -  SJ2285
 SJ2285  STATE/COUNTY-  MN/ST LOUIS
 SJ2285  USGS QUAD   -  COOK (1984)
 SJ2285
 SJ2285                         *CURRENT SURVEY CONTROL
 SJ2285  ___________________________________________________________________
 SJ2285* NAD 83(1986)-  47 51 18.     (N)    092 41 07.     (W)     SCALED    
 SJ2285* NAVD 88     -       400.06   (+/-2cm)    1312.5    (feet)  VERTCON   
 SJ2285  ___________________________________________________________________
 SJ2285  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 SJ2285
 SJ2285  VERT ORDER  -  THIRD (See Below)
 SJ2285
 SJ2285.The horizontal coordinates were scaled from a topographic map and have
 SJ2285.an estimated accuracy of +/- 6 seconds.
 SJ2285
 SJ2285.The NAVD 88 height was computed by applying the VERTCON shift value to
 SJ2285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SJ2285.The vertical order pertains to the NGVD 29 superseded value.
 SJ2285
 SJ2285.The geoid height was determined by GEOID03.
 SJ2285
 SJ2285;                    North         East    Units  Estimated Accuracy
 SJ2285;SPC MN N     -   250,720.      831,030.      MT  (+/- 180 meters Scaled)
 SJ2285
 SJ2285                          SUPERSEDED SURVEY CONTROL
 SJ2285
 SJ2285  NGVD 29 (04/14/03)  399.78   (m)         1311.6    (f) RESET       3  
 SJ2285
 SJ2285.Superseded values are not recommended for survey control.
 SJ2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ2285.See file dsdata.txt to determine how the superseded data were derived.
 SJ2285
 SJ2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP235002(NAD 83)
 SJ2285_MARKER: DD = SURVEY DISK
 SJ2285_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SJ2285_SP_SET: SILL
 SJ2285_STAMPING: 6902A RESET 1978
 SJ2285_MARK LOGO: MNDT  
 SJ2285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ2285
 SJ2285  HISTORY     - Date     Condition        Report By
 SJ2285  HISTORY     - 1978     MONUMENTED       MNDT
 SJ2285  HISTORY     - 20010331 GOOD             NGS
 SJ2285
 SJ2285                          STATION DESCRIPTION
 SJ2285
 SJ2285'DESCRIBED BY MN DEPT OF TRANSP 1978
 SJ2285'IN COOK.
 SJ2285'FROM THE JUNCTION OF TRUNK HIGHWAY 53, TRUNK HIGHWAY LAND COUNTY ROAD
 SJ2285'25 AT THE WEST EDGE OF COOK, GO EAST ON TRUNK HIGHWAY 1 FOR 0.5 MILE,
 SJ2285'THENCE GO NORTH ON TRUNK HIGHWAY 1 FOR 0.28 MILE TO MARK ON THE LEFT,
 SJ2285'IN THE CONCRETE DOOR SILL OF THE OVERHEAD DOOR IN THE SOUTH WALL OF
 SJ2285'THE ST LOUIS COUNTY SHERIFF AND RESCUE SQUAD BUILDING, 1 FOOT EAST OF
 SJ2285'THE WEST EDGE OF THE DOOR, AND 121 FEET WEST OF THE CENTERLINE OF
 SJ2285'TRUNK HIGHWAY1.
 SJ2285'THE MARK IS 5 FT ABOVE HIGHWAY.
 SJ2285
 SJ2285                          STATION RECOVERY (2001)
 SJ2285
 SJ2285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SJ2285'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0895 ***********************************************************************
 SJ0895  DESIGNATION -  6902 B
 SJ0895  PID         -  SJ0895
 SJ0895  STATE/COUNTY-  MN/ST LOUIS
 SJ0895  USGS QUAD   -  COOK (1984)
 SJ0895
 SJ0895                         *CURRENT SURVEY CONTROL
 SJ0895  ___________________________________________________________________
 SJ0895* NAD 83(1986)-  47 51 18.     (N)    092 41 06.     (W)     SCALED    
 SJ0895* NAVD 88     -       400.361  (meters)    1313.52   (feet)  ADJUSTED  
 SJ0895  ___________________________________________________________________
 SJ0895  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 SJ0895  DYNAMIC HT  -         400.417 (meters)    1313.70  (feet)  COMP
 SJ0895  MODELED GRAV-     980,738.5   (mgal)                       NAVD 88
 SJ0895
 SJ0895  VERT ORDER  -  FIRST     CLASS II
 SJ0895
 SJ0895.The horizontal coordinates were scaled from a topographic map and have
 SJ0895.an estimated accuracy of +/- 6 seconds.
 SJ0895
 SJ0895.The orthometric height was determined by differential leveling
 SJ0895.and adjusted by the National Geodetic Survey in June 1991..
 SJ0895
 SJ0895.The geoid height was determined by GEOID03.
 SJ0895
 SJ0895.The dynamic height is computed by dividing the NAVD 88
 SJ0895.geopotential number by the normal gravity value computed on the
 SJ0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0895.degrees latitude (g = 980.6199 gals.).
 SJ0895
 SJ0895.The modeled gravity was interpolated from observed gravity values.
 SJ0895
 SJ0895;                    North         East    Units  Estimated Accuracy
 SJ0895;SPC MN N     -   250,720.      831,050.      MT  (+/- 180 meters Scaled)
 SJ0895
 SJ0895                          SUPERSEDED SURVEY CONTROL
 SJ0895
 SJ0895  NGVD 29 (??/??/92)  400.092  (m)         1312.64   (f) ADJ UNCH    1 2
 SJ0895
 SJ0895.Superseded values are not recommended for survey control.
 SJ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0895.See file dsdata.txt to determine how the superseded data were derived.
 SJ0895
 SJ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP235002(NAD 83)
 SJ0895_MARKER: DD = SURVEY DISK
 SJ0895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ0895_SP_SET: COAL STORAGE BIN
 SJ0895_STAMPING: 6902-B
 SJ0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ0895
 SJ0895  HISTORY     - Date     Condition        Report By
 SJ0895  HISTORY     - UNK      MONUMENTED       MNDT
 SJ0895  HISTORY     - 1973     GOOD             MNDT
 SJ0895  HISTORY     - 1979     GOOD             NGS
 SJ0895  HISTORY     - 20010331 GOOD             NGS
 SJ0895
 SJ0895                          STATION DESCRIPTION
 SJ0895
 SJ0895'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0895'IN COOK.
 SJ0895'FROM THE JUNCTION OF TRUNK HIGHWAY 53, TRUNK HIGHWAY 1 AND COUNTY ROAD
 SJ0895'25 AT WEST EDGE OF COOK, GO EAST ON TRUNK HIGHWAY 1 FOR 0.5 MILE
 SJ0895'(MILEPOST 238) TO JUNCTION TRUNK HIGHWAY 1 (WEST AND NORTH) AND CITY
 SJ0895'STREET EAST.  THENCE EAST ON CITY STREET FOR 0.08 MILE TO COOK HIGH
 SJ0895'SCHOOL AND MARK ON THE LEFT.  THE MARK IS SET IN A DRILL HOLE IN THE
 SJ0895'NORTHWEST CORNER OF 16 FOOT BY 31 FOOT BY 9 FOOT CONCRETE COAL STORAGE
 SJ0895'BIN.  THE MARK IS 26.4 FEET SOUTHEAST OF THE NORTHEAST CORNER OF EAST
 SJ0895'PORTION OF SCHOOL BUILDING AND 34.2 FEET NORTHWEST OF THE NORTHEAST
 SJ0895'CORNER OF BOILER ROOM AREA WITH A TALL CHIMNEY STACK.  THE MARK IS 1.5
 SJ0895'FEET ABOVE THE GROUND.  NE 1/4 SECTION 18, T 62N, R 18W.
 SJ0895
 SJ0895                          STATION RECOVERY (1979)
 SJ0895
 SJ0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SJ0895'RECOVERED IN GOOD CONDITION.
 SJ0895
 SJ0895                          STATION RECOVERY (2001)
 SJ0895
 SJ0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SJ0895'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1743 ***********************************************************************
 RN1743  DESIGNATION -  6906 A RESET
 RN1743  PID         -  RN1743
 RN1743  STATE/COUNTY-  MN/ST LOUIS
 RN1743  USGS QUAD   -  FLOODWOOD (1983)
 RN1743
 RN1743                         *CURRENT SURVEY CONTROL
 RN1743  ___________________________________________________________________
 RN1743* NAD 83(1986)-  46 55 47.     (N)    092 55 17.     (W)     SCALED    
 RN1743* NAVD 88     -       377.89   (meters)    1239.8    (feet)  RESET     
 RN1743  ___________________________________________________________________
 RN1743  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 RN1743
 RN1743  VERT ORDER  -  THIRD
 RN1743
 RN1743.The horizontal coordinates were scaled from a topographic map and have
 RN1743.an estimated accuracy of +/- 6 seconds.
 RN1743
 RN1743.The orthometric height was computed from unverified reset data.
 RN1743.No vertical observational check was made to the station.
 RN1743
 RN1743.The geoid height was determined by GEOID03.
 RN1743
 RN1743;                    North         East    Units  Estimated Accuracy
 RN1743;SPC MN N     -   147,790.      813,600.      MT  (+/- 180 meters Scaled)
 RN1743
 RN1743                          SUPERSEDED SURVEY CONTROL
 RN1743
 RN1743.No superseded survey control is available for this station.
 RN1743
 RN1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM059973(NAD 83)
 RN1743_MARKER: DD = SURVEY DISK
 RN1743_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RN1743_SP_SET: HEADWALL
 RN1743_STAMPING: 6906A 1974 RESET 1978
 RN1743_MARK LOGO: MNDT  
 RN1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1743+STABILITY: SURFACE MOTION
 RN1743
 RN1743  HISTORY     - Date     Condition        Report By
 RN1743  HISTORY     - 1978     MONUMENTED       MNDT
 RN1743
 RN1743                          STATION DESCRIPTION
 RN1743
 RN1743'DESCRIBED BY MN DEPT OF TRANSP 1978
 RN1743'IN FLOODWOOD.
 RN1743'0.5 MILE NORTHWEST ALONG TRUNK HIGHWAY 2 FROM THE WEST JUNCTION OF
 RN1743'TRUNK HIGHWAYS 2 AND 73 IN FLOODWOOD, AT MILEPOINT 220.2, 56.0 FEET
 RN1743'NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 2, AND IN THE NORTHEAST
 RN1743'CORNER OF THE HEADWALL OF A 6 FOOT BY 8 FOOT BOX CULVERT (TRUNK
 RN1743'HIGHWAY 2 OVER SMALL CREEK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0644 ***********************************************************************
 RN0644  DESIGNATION -  6906 B
 RN0644  PID         -  RN0644
 RN0644  STATE/COUNTY-  MN/ST LOUIS
 RN0644  USGS QUAD   -  FLOODWOOD (1983)
 RN0644
 RN0644                         *CURRENT SURVEY CONTROL
 RN0644  ___________________________________________________________________
 RN0644* NAD 83(1986)-  46 56 22.     (N)    092 55 58.     (W)     SCALED    
 RN0644* NAVD 88     -       380.276  (meters)    1247.62   (feet)  ADJUSTED  
 RN0644  ___________________________________________________________________
 RN0644  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 RN0644  DYNAMIC HT  -         380.301 (meters)    1247.70  (feet)  COMP
 RN0644  MODELED GRAV-     980,668.3   (mgal)                       NAVD 88
 RN0644
 RN0644  VERT ORDER  -  SECOND    CLASS 0
 RN0644
 RN0644.The horizontal coordinates were scaled from a topographic map and have
 RN0644.an estimated accuracy of +/- 6 seconds.
 RN0644
 RN0644.The orthometric height was determined by differential leveling
 RN0644.and adjusted by the National Geodetic Survey in June 1991..
 RN0644
 RN0644.The geoid height was determined by GEOID03.
 RN0644
 RN0644.The dynamic height is computed by dividing the NAVD 88
 RN0644.geopotential number by the normal gravity value computed on the
 RN0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0644.degrees latitude (g = 980.6199 gals.).
 RN0644
 RN0644.The modeled gravity was interpolated from observed gravity values.
 RN0644
 RN0644;                    North         East    Units  Estimated Accuracy
 RN0644;SPC MN N     -   148,870.      812,730.      MT  (+/- 180 meters Scaled)
 RN0644
 RN0644                          SUPERSEDED SURVEY CONTROL
 RN0644
 RN0644  NGVD 29 (??/??/92)  380.08   (m)         1247.0    (f) COMPUTED    2 0
 RN0644
 RN0644.Superseded values are not recommended for survey control.
 RN0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0644.See file dsdata.txt to determine how the superseded data were derived.
 RN0644
 RN0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM051984(NAD 83)
 RN0644_MARKER: DV = VERTICAL CONTROL DISK
 RN0644_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RN0644_SP_SET: BOX CULVERT HEADWALL
 RN0644_STAMPING: 6906 B 1974
 RN0644_MARK LOGO: MNDT  
 RN0644_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0644+STABILITY: SURFACE MOTION
 RN0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0644+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2001
 RN0644
 RN0644  HISTORY     - Date     Condition        Report By
 RN0644  HISTORY     - 1974     MONUMENTED       MNDT
 RN0644  HISTORY     - 20010830 GOOD             MNDT
 RN0644
 RN0644                          STATION DESCRIPTION
 RN0644
 RN0644'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0644'1.1 MI NW FROM FLOODWOOD.
 RN0644'THE MARK IS LOCATED 1.4 MILES NORTHWEST ALONG TRUNK HIGHWAY 2 FROM THE
 RN0644'WEST JUNCTION OF TRUNK HIGHWAYS 2 AND 73 AT FLOODWOOD.  IT IS AT
 RN0644'MILEPOINT 219.4.  IT IS SET IN THE SOUTHEAST CORNER (MOST EASTERLY) OF
 RN0644'THE HEADWALL OF A 18 FOOT BY 10 FOOT BOX CULVERT (TRUNK HIGHWAY 2 OVER
 RN0644'DRAINAGE DITCH).  IT IS 29.0 FEET NORTHEAST OF THE CENTERLINE OF TRUNK
 RN0644'HIGHWAY 2 AND IS ABOUT 2 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 2. NE
 RN0644'1/4 SECTION 1, T 51N., R 21W.
 RN0644
 RN0644                          STATION RECOVERY (2001)
 RN0644
 RN0644'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 RN0644'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0639 ***********************************************************************
 RN0639  DESIGNATION -  6906 C
 RN0639  PID         -  RN0639
 RN0639  STATE/COUNTY-  MN/ST LOUIS
 RN0639  USGS QUAD   -  FLOODWOOD (1983)
 RN0639
 RN0639                         *CURRENT SURVEY CONTROL
 RN0639  ___________________________________________________________________
 RN0639* NAD 83(1996)-  46 57 08.63740(N)    092 57 10.91305(W)     ADJUSTED  
 RN0639* NAVD 88     -       385.282  (meters)    1264.05   (feet)  ADJUSTED  
 RN0639  ___________________________________________________________________
 RN0639  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 RN0639  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 RN0639  DYNAMIC HT  -         385.308 (meters)    1264.13  (feet)  COMP
 RN0639  MODELED GRAV-     980,668.8   (mgal)                       NAVD 88
 RN0639
 RN0639  HORZ ORDER  -  THIRD
 RN0639  VERT ORDER  -  SECOND    CLASS 0
 RN0639
 RN0639.The horizontal coordinates were established by classical geodetic methods
 RN0639.and adjusted by the National Geodetic Survey in March 1999..
 RN0639.No horizontal observational check was made to the station.
 RN0639
 RN0639.The orthometric height was determined by differential leveling
 RN0639.and adjusted by the National Geodetic Survey in June 1991..
 RN0639
 RN0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0639
 RN0639.The geoid height was determined by GEOID03.
 RN0639
 RN0639.The dynamic height is computed by dividing the NAVD 88
 RN0639.geopotential number by the normal gravity value computed on the
 RN0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0639.degrees latitude (g = 980.6199 gals.).
 RN0639
 RN0639.The modeled gravity was interpolated from observed gravity values.
 RN0639
 RN0639;                    North         East     Units Scale Factor Converg.
 RN0639;SPC MN N     -   150,306.397   811,187.990   MT  1.00002054   +0 06 32.2
 RN0639;SPC MN C     -   317,816.856   898,723.440   MT  0.99998013   +0 56 17.6
 RN0639;UTM  15      - 5,199,875.507   503,573.985   MT  0.99960016   +0 02 03.6
 RN0639
 RN0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0639!SPC MN N     -   0.99994417  x   1.00002054  =   0.99996470
 RN0639!SPC MN C     -   0.99994417  x   0.99998013  =   0.99992430
 RN0639!UTM  15      -   0.99994417  x   0.99960016  =   0.99954435
 RN0639
 RN0639                          SUPERSEDED SURVEY CONTROL
 RN0639
 RN0639  NAD 83(1986)-  46 57 08.63048(N)    092 57 10.91374(W) AD(       ) 3
 RN0639  NAD 27      -  46 57 08.83763(N)    092 57 10.18511(W) AD(       ) 3
 RN0639  NGVD 29 (??/??/92)  385.07   (m)         1263.4    (f) COMPUTED    2 0
 RN0639
 RN0639.Superseded values are not recommended for survey control.
 RN0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0639.See file dsdata.txt to determine how the superseded data were derived.
 RN0639
 RN0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0357499876(NAD 83)
 RN0639_MARKER: DD = SURVEY DISK
 RN0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0639_STAMPING: 6906 C 1974
 RN0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0639+STABILITY: SURFACE MOTION
 RN0639
 RN0639  HISTORY     - Date     Condition        Report By
 RN0639  HISTORY     - 1974     MONUMENTED       MNDT
 RN0639  HISTORY     - 1974     GOOD             MNDT
 RN0639
 RN0639                          STATION DESCRIPTION
 RN0639
 RN0639'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0639'TO REACH STATION HALDEN MNHD FROM THE NORTH JUNCTION OF TRUNK HIGHWAY
 RN0639'2 AND TRUNK HIGHWAY 73 AT FLOODWOOD, GO NORTHWEST ON TRUNK
 RN0639'HIGHWAY 2 FOR 2.6 MILES TO COUNTY ROAD 186 ON THE RIGHT, TURN
 RN0639'RIGHT AND GO NORTH ON COUNTY ROAD 186 FOR 0.25 MILE TO THE
 RN0639'STATION HALDEN MNHD ON THE RIGHT.  IN THE SOUTHEAST QUADRANT OF THE
 RN0639'JUNCTION OF THE BURLINGTON NORTHERN RAILROAD AND COUNTY ROAD 186.
 RN0639'THE MARK IS A STANDARD MHD VCM DISK STAMPED
 RN0639'6906 C 1974, IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 16
 RN0639'FOOT LONG DRIVEN COPPER-COATED STEEL ROD.  THE MARK PROJECTS 0.2
 RN0639'FOOT ABOVE THE SURFACE OF THE GROUND AND IS 106.0 FEET SOUTHWEST
 RN0639'OF THE SOUTH RAIL, 33.0 FEET WEST OF THE CENTERLINE OF THE
 RN0639'TOWNSHIP ROAD, 72.0 FEET SOUTHWEST OF A RAILROAD CROSSING POST,
 RN0639'0.9 FOOT EAST OF A STEEL WITNESS POST, 77.0 FEET SOUTHWEST OF
 RN0639'ANOTHER STEEL WITNESS POST AND ABOUT 2 FEET ABOVE THE LEVEL OF
 RN0639'THE TOWNSHIP ROAD.
 RN0639
 RN0639                          STATION RECOVERY (1974)
 RN0639
 RN0639'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RN0639'2.1 MI NW FROM FLOODWOOD.
 RN0639'THE MARK IS LOCATED 2.55 MILES NORTHWEST ALONG TRUNK HIGHWAY 2 FROM
 RN0639'THE WEST JUNCTION OF TRUNK HIGHWAYS 2 AND 73 IN FLOODWOOD TO TOWNSHIP
 RN0639'ROAD NORTH (MILEPOINT 218.25) THENCE NORTH ALONG THE TOWNSHIP ROAD FOR
 RN0639'0.25 MILE TO THE BURLINGTON NORTHERN RAILROAD CROSSING.  IT IS 33.0
 RN0639'FEET WEST OF THE TOWNSHIP ROAD, 106.0 FEET SOUTHWEST OF THE SOUTHWEST
 RN0639'RAIL OF THE TRACKS, 86.8 FEET SOUTHWEST OF MHD TRAVERSE STATION
 RN0639'HALDEN, 124.0 FEET WEST OF HALDEN REFERENCE MARK NUMBER 1 AND 72.0
 RN0639'FEET SOUTHWEST OF RAILROAD CROSSING POST.  IT IS CRIMPED ON TOP OF A
 RN0639'5/8 INCH DIAMETER BY 16 FOOT LONG COPPER-COATED STEEL ROD DRIVEN INTO
 RN0639'THE GROUND.  IT PROJECTS 3 INCHES ABOVE THE GROUND, IS ABOUT 2 FEET
 RN0639'BELOW THE LEVEL OF THE TOWNSHIP ROAD, IS 77.0 FEET SOUTHWEST OF A
 RN0639'STEEL WITNESS POST AND 0.9 FEET EAST OF ANOTHER STEEL WITNESS POST. NE
 RN0639'1/4 SECTION 35, T 52N., R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1740 ***********************************************************************
 RN1740  DESIGNATION -  6906 E 1 RESET
 RN1740  PID         -  RN1740
 RN1740  STATE/COUNTY-  MN/ST LOUIS
 RN1740  USGS QUAD   -  FLOODWOOD (1983)
 RN1740
 RN1740                         *CURRENT SURVEY CONTROL
 RN1740  ___________________________________________________________________
 RN1740* NAD 83(1986)-  46 58 35.     (N)    092 59 53.     (W)     SCALED    
 RN1740* NAVD 88     -       385.44   (meters)    1264.6    (feet)  RESET     
 RN1740  ___________________________________________________________________
 RN1740  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 RN1740
 RN1740  VERT ORDER  -  THIRD
 RN1740
 RN1740.The horizontal coordinates were scaled from a topographic map and have
 RN1740.an estimated accuracy of +/- 6 seconds.
 RN1740
 RN1740.The orthometric height was computed from unverified reset data.
 RN1740.No vertical observational check was made to the station.
 RN1740
 RN1740.The geoid height was determined by GEOID03.
 RN1740
 RN1740;                    North         East    Units  Estimated Accuracy
 RN1740;SPC MN N     -   152,970.      807,760.      MT  (+/- 180 meters Scaled)
 RN1740
 RN1740                          SUPERSEDED SURVEY CONTROL
 RN1740
 RN1740.No superseded survey control is available for this station.
 RN1740
 RN1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN001025(NAD 83)
 RN1740_MARKER: DV = VERTICAL CONTROL DISK
 RN1740_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RN1740_SP_SET: BOX CULVERT HEADWALL
 RN1740_STAMPING: 6906 E 1 1974 RESET 1978
 RN1740_MARK LOGO: MNDT  
 RN1740_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1740+STABILITY: SURFACE MOTION
 RN1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1740+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2001
 RN1740
 RN1740  HISTORY     - Date     Condition        Report By
 RN1740  HISTORY     - 1978     MONUMENTED       MNDT
 RN1740  HISTORY     - 19920827 GOOD             USPSQD
 RN1740  HISTORY     - 20010830 GOOD             MNDT
 RN1740
 RN1740                          STATION DESCRIPTION
 RN1740
 RN1740'DESCRIBED BY MN DEPT OF TRANSP 1978
 RN1740'5.4 MI NW FROM FLOODWOOD.
 RN1740'5.4 MILES NORTHWEST ALONG TRUNK HIGHWAY 2 FROM THE WEST JUNCTION OF
 RN1740'TRUNK HIGHWAYS 2 AND 73 FLOODWOOD, AT MILEPOINT 215.35, 45.0 FEET
 RN1740'NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 2 AND IN THE NORTHEAST
 RN1740'CORNER OF THE HEADWALL IN A 5.4 FOOT BY 7 FOOT DEEP BOX CULVERT.
 RN1740
 RN1740                          STATION RECOVERY (1992)
 RN1740
 RN1740'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN1740'RECOVERED IN GOOD CONDITION.
 RN1740
 RN1740                          STATION RECOVERY (2001)
 RN1740
 RN1740'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 RN1740'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4253 ***********************************************************************
 DG4253  DESIGNATION -  6906 E RESET
 DG4253  PID         -  DG4253
 DG4253  STATE/COUNTY-  MN/ST LOUIS
 DG4253  USGS QUAD   -  FLOODWOOD (1983)
 DG4253
 DG4253                         *CURRENT SURVEY CONTROL
 DG4253  ___________________________________________________________________
 DG4253* NAD 83(1996)-  46 57 53.26117(N)    092 59 13.55096(W)     ADJUSTED  
 DG4253* NAVD 88     -       385.68   (meters)    1265.4    (feet)  LEVELING  
 DG4253  ___________________________________________________________________
 DG4253  X           -    -227,245.578 (meters)                     COMP
 DG4253  Y           -  -4,354,867.565 (meters)                     COMP
 DG4253  Z           -   4,639,355.353 (meters)                     COMP
 DG4253  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DG4253  ELLIP HEIGHT-         356.58  (meters)          (01/28/04) GPS OBS
 DG4253  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DG4253
 DG4253  HORZ ORDER  -  FIRST
 DG4253  VERT ORDER  -  THIRD ?
 DG4253  ELLP ORDER  -  THIRD     CLASS II
 DG4253
 DG4253.The horizontal coordinates were established by GPS observations
 DG4253.and adjusted by the MN DEPT OF TRANSP in January 2004..
 DG4253
 DG4253.The orthometric height was determined by differential leveling.
 DG4253.The vertical network tie was performed by a horz. field party for horz.
 DG4253.obs reductions. Reset procedures were used to establish the elevation.
 DG4253
 DG4253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4253
 DG4253.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4253
 DG4253.The ellipsoidal height was determined by GPS observations
 DG4253.and is referenced to NAD 83.
 DG4253
 DG4253.The geoid height was determined by GEOID03.
 DG4253
 DG4253;                    North         East     Units Scale Factor Converg.
 DG4253;SPC MN N     -   151,680.070   808,592.697   MT  1.00001727   +0 05 01.3
 DG4253;UTM  15      - 5,201,251.973   500,981.565   MT  0.99960001   +0 00 34.0
 DG4253
 DG4253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4253!SPC MN N     -   0.99994411  x   1.00001727  =   0.99996138
 DG4253!UTM  15      -   0.99994411  x   0.99960001  =   0.99954414
 DG4253
 DG4253                          SUPERSEDED SURVEY CONTROL
 DG4253
 DG4253.No superseded survey control is available for this station.
 DG4253
 DG4253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN0098201252(NAD 83)
 DG4253_MARKER: DV = VERTICAL CONTROL DISK
 DG4253_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG4253_STAMPING: 6906 E RESET 1974 2001
 DG4253_MARK LOGO: MNDT  
 DG4253_PROJECTION: RECESSED 5 CENTIMETERS
 DG4253_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4253+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG4253_ROD/PIPE-DEPTH:  7.3 meters
 DG4253
 DG4253  HISTORY     - Date     Condition        Report By
 DG4253  HISTORY     - 2001     MONUMENTED       MNDT
 DG4253
 DG4253                          STATION DESCRIPTION
 DG4253
 DG4253'DESCRIBED BY MN DEPT OF TRANSP 2001
 DG4253'4.45 MILES NORTHWEST OF FLOODWOOD, 4.75 MILES NORTHWEST ALONG TRUNK
 DG4253'HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 73 IN
 DG4253'FLOODWOOD, AT TRUNK HIGHWAY 2 MILEPOINT 216.30, 130 FEET SOUTHWEST OF
 DG4253'TRUNK HIGHWAY 2, 16 FEET WEST OF ENTRANCE TO MAR FIBER, 2 FEET EAST OF
 DG4253'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4240 ***********************************************************************
 DG4240  DESIGNATION -  6906 F RESET
 DG4240  PID         -  DG4240
 DG4240  STATE/COUNTY-  MN/ST LOUIS
 DG4240  USGS QUAD   -  ISLAND (1969)
 DG4240
 DG4240                         *CURRENT SURVEY CONTROL
 DG4240  ___________________________________________________________________
 DG4240* NAD 83(1996)-  46 59 10.39217(N)    093 00 47.67675(W)     ADJUSTED  
 DG4240* NAVD 88     -       385.97   (meters)    1266.3    (feet)  LEVELING  
 DG4240  ___________________________________________________________________
 DG4240  X           -    -229,141.302 (meters)                     COMP
 DG4240  Y           -  -4,353,024.608 (meters)                     COMP
 DG4240  Z           -   4,640,980.793 (meters)                     COMP
 DG4240  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DG4240  ELLIP HEIGHT-         356.83  (meters)          (01/28/04) GPS OBS
 DG4240  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DG4240
 DG4240  HORZ ORDER  -  FIRST
 DG4240  VERT ORDER  -  THIRD ?
 DG4240  ELLP ORDER  -  THIRD     CLASS II
 DG4240
 DG4240.The horizontal coordinates were established by GPS observations
 DG4240.and adjusted by the MN DEPT OF TRANSP in January 2004..
 DG4240
 DG4240.The orthometric height was determined by differential leveling.
 DG4240.The vertical network tie was performed by a horz. field party for horz.
 DG4240.obs reductions. Reset procedures were used to establish the elevation.
 DG4240
 DG4240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4240
 DG4240.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4240
 DG4240.The ellipsoidal height was determined by GPS observations
 DG4240.and is referenced to NAD 83.
 DG4240
 DG4240.The geoid height was determined by GEOID03.
 DG4240
 DG4240;                    North         East     Units Scale Factor Converg.
 DG4240;SPC MN N     -   154,059.389   806,600.121   MT  1.00001172   +0 03 51.5
 DG4240;UTM  15      - 5,203,632.881   498,992.893   MT  0.99960001   -0 00 34.9
 DG4240
 DG4240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4240!SPC MN N     -   0.99994407  x   1.00001172  =   0.99995579
 DG4240!UTM  15      -   0.99994407  x   0.99960001  =   0.99954410
 DG4240
 DG4240                          SUPERSEDED SURVEY CONTROL
 DG4240
 DG4240.No superseded survey control is available for this station.
 DG4240
 DG4240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN9899303633(NAD 83)
 DG4240_MARKER: I = METAL ROD
 DG4240_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG4240_STAMPING: NONE
 DG4240_MARK LOGO: MNDT  
 DG4240_PROJECTION: FLUSH
 DG4240_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4240+SATELLITE: SATELLITE OBSERVATIONS - 1974
 DG4240_ROD/PIPE-DEPTH:  7.3 meters
 DG4240
 DG4240  HISTORY     - Date     Condition        Report By
 DG4240  HISTORY     - 1974     MONUMENTED       MNDT
 DG4240
 DG4240                          STATION DESCRIPTION
 DG4240
 DG4240'DESCRIBED BY MN DEPT OF TRANSP 1974
 DG4240'6.5 MILES NORTHWEST OF FLOODWOOD, 6.7 MILES NORTHWEST ALONG TRUNK
 DG4240'HIGHWAY 2 FROM JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 73 IN
 DG4240'FLOODWOOD, AT TRUNK HIGHWAY 2 MILEPOINT 214.35, 104 FEET NORTHEAST OF
 DG4240'TRUNK HIGHWAY 2, 40 FEET SOUTHEAST OF ENTRANCE, 67.5 EAST OF POWER
 DG4240'POLE, 1.0 FEET SOUTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0869 ***********************************************************************
 RN0869  DESIGNATION -  6906 G
 RN0869  PID         -  RN0869
 RN0869  STATE/COUNTY-  MN/ST LOUIS
 RN0869  USGS QUAD   -  ISLAND (1969)
 RN0869
 RN0869                         *CURRENT SURVEY CONTROL
 RN0869  ___________________________________________________________________
 RN0869* NAD 83(1986)-  46 59 48.     (N)    093 02 04.     (W)     SCALED    
 RN0869* NAVD 88     -       386.866  (meters)    1269.24   (feet)  ADJUSTED  
 RN0869  ___________________________________________________________________
 RN0869  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 RN0869  DYNAMIC HT  -         386.893 (meters)    1269.33  (feet)  COMP
 RN0869  MODELED GRAV-     980,670.0   (mgal)                       NAVD 88
 RN0869
 RN0869  VERT ORDER  -  SECOND    CLASS 0
 RN0869
 RN0869.The horizontal coordinates were scaled from a topographic map and have
 RN0869.an estimated accuracy of +/- 6 seconds.
 RN0869
 RN0869.The orthometric height was determined by differential leveling
 RN0869.and adjusted by the National Geodetic Survey in June 1991..
 RN0869
 RN0869.The geoid height was determined by GEOID03.
 RN0869
 RN0869.The dynamic height is computed by dividing the NAVD 88
 RN0869.geopotential number by the normal gravity value computed on the
 RN0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0869.degrees latitude (g = 980.6199 gals.).
 RN0869
 RN0869.The modeled gravity was interpolated from observed gravity values.
 RN0869
 RN0869;                    North         East    Units  Estimated Accuracy
 RN0869;SPC MN N     -   155,220.      804,990.      MT  (+/- 180 meters Scaled)
 RN0869
 RN0869                          SUPERSEDED SURVEY CONTROL
 RN0869
 RN0869  NGVD 29 (??/??/92)  386.64   (m)         1268.5    (f) COMPUTED    2 0
 RN0869
 RN0869.Superseded values are not recommended for survey control.
 RN0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0869.See file dsdata.txt to determine how the superseded data were derived.
 RN0869
 RN0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN973047(NAD 83)
 RN0869_MARKER: DV = VERTICAL CONTROL DISK
 RN0869_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RN0869_SP_SET: BOX CULVERT HEADWALL
 RN0869_STAMPING: 6906 G 1974
 RN0869_MARK LOGO: MNDT  
 RN0869_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0869+STABILITY: SURFACE MOTION
 RN0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0869+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2001
 RN0869
 RN0869  HISTORY     - Date     Condition        Report By
 RN0869  HISTORY     - 1974     MONUMENTED       MNDT
 RN0869  HISTORY     - 19920827 GOOD             USPSQD
 RN0869  HISTORY     - 20010830 GOOD             MNDT
 RN0869
 RN0869                          STATION DESCRIPTION
 RN0869
 RN0869'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0869'5.65 MI SE FROM WAWINA.
 RN0869'THE MARK IS LOCATED 1.8 MILES SOUTHEAST ALONG TRUNK HIGHWAY 2 FROM THE
 RN0869'JUNCTION OF TRUNK HIGHWAYS 2 AND 200 WHICH IS 3.9 MILES SOUTHEAST OF
 RN0869'WAWINA.  IT IS AT MILEPOINT 213.05.  IT IS 27.0 FEET NORTHEAST OF THE
 RN0869'CENTERLINE OF TRUNK HIGHWAY 2 AND 35 FEET NORTHWEST OF THE CENTER OF A
 RN0869'FIELD ROAD NORTHEAST.  IT IS SET IN A DRILL HOLE IN THE NORTHEAST
 RN0869'(MOSE EASTERLY) CORNER (HEADWALL) OF A 6 FOOT BY 8 FOOT CONCRETE BOX
 RN0869'CULVERT (DRAINAGE DITCH UNDER TRUNK HIGHWAY 2).  IT IS 3 FEET BELOW
 RN0869'THE LEVEL OF TRUNK HIGHWAY 2.  NW 1/4 SECTION 17, T 52N, R 21W.
 RN0869
 RN0869                          STATION RECOVERY (1992)
 RN0869
 RN0869'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN0869'RECOVERED IN GOOD CONDITION.
 RN0869
 RN0869                          STATION RECOVERY (2001)
 RN0869
 RN0869'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 RN0869'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9084 ***********************************************************************
 DF9084  DESIGNATION -  6906 H
 DF9084  PID         -  DF9084
 DF9084  STATE/COUNTY-  MN/ST LOUIS
 DF9084  USGS QUAD   -  FLOODWOOD (1983)
 DF9084
 DF9084                         *CURRENT SURVEY CONTROL
 DF9084  ___________________________________________________________________
 DF9084* NAD 83(1996)-  46 57 08.58540(N)    092 57 09.90464(W)     ADJUSTED  
 DF9084* NAVD 88     -       385.3    (meters)    1264.     (feet)  GPS OBS   
 DF9084  ___________________________________________________________________
 DF9084  X           -    -224,686.922 (meters)                     COMP
 DF9084  Y           -  -4,356,009.756 (meters)                     COMP
 DF9084  Z           -   4,638,413.385 (meters)                     COMP
 DF9084  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 DF9084  ELLIP HEIGHT-         356.18  (meters)          (11/19/03) GPS OBS
 DF9084  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DF9084
 DF9084  HORZ ORDER  -  FIRST
 DF9084  ELLP ORDER  -  THIRD     CLASS II
 DF9084
 DF9084.The horizontal coordinates were established by GPS observations
 DF9084.and adjusted by the MN DEPT OF TRANSP in November 2003..
 DF9084
 DF9084.The orthometric height was determined by GPS observations and a
 DF9084.high-resolution geoid model.
 DF9084
 DF9084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9084
 DF9084.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9084
 DF9084.The ellipsoidal height was determined by GPS observations
 DF9084.and is referenced to NAD 83.
 DF9084
 DF9084.The geoid height was determined by GEOID03.
 DF9084
 DF9084;                    North         East     Units Scale Factor Converg.
 DF9084;SPC MN N     -   150,304.832   811,209.317   MT  1.00002055   +0 06 32.9
 DF9084;UTM  15      - 5,199,873.915   503,595.300   MT  0.99960016   +0 02 04.3
 DF9084
 DF9084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9084!SPC MN N     -   0.99994417  x   1.00002055  =   0.99996472
 DF9084!UTM  15      -   0.99994417  x   0.99960016  =   0.99954435
 DF9084
 DF9084                          SUPERSEDED SURVEY CONTROL
 DF9084
 DF9084.No superseded survey control is available for this station.
 DF9084
 DF9084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0359599874(NAD 83)
 DF9084_MARKER: DD = SURVEY DISK
 DF9084_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9084_STAMPING: 6906 H 2001
 DF9084_MARK LOGO: MNDT  
 DF9084_PROJECTION: FLUSH
 DF9084_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9084+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF9084_ROD/PIPE-DEPTH:  6.1 meters
 DF9084
 DF9084  HISTORY     - Date     Condition        Report By
 DF9084  HISTORY     - 2001     MONUMENTED       MNDT
 DF9084
 DF9084                          STATION DESCRIPTION
 DF9084
 DF9084'DESCRIBED BY MN DEPT OF TRANSP 2001 (MPP)
 DF9084'THE MARK IS 2.5 MI (4.0 KM) NW OF FLOODWOOD, 2.8 MI (4.5 KM) NW ALONG
 DF9084'TH 2 FROM JCT OF TH 2 AND TH 73 IN FLOODWOOD TO TH 2 MP 218.25, THENCE
 DF9084'0.25 MI (0.40 KM) NORTH ON CO RD 186, 37 FT (11.3 M) EAST OF CO RD
 DF9084'186, 68.0 FT (20.7 M) SW OF SW RAIL, 2.2 FT (0.7 M) EAST OF WIT POST.
 DF9084'THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DF9084'20 FT (6.1 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS FLUSH,
 DF9084'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0048 ***********************************************************************
 RN0048  DESIGNATION -  6907 A
 RN0048  PID         -  RN0048
 RN0048  STATE/COUNTY-  MN/ST LOUIS
 RN0048  USGS QUAD   -  SAGINAW (1969)
 RN0048
 RN0048                         *CURRENT SURVEY CONTROL
 RN0048  ___________________________________________________________________
 RN0048* NAD 83(1986)-  46 50 46.     (N)    092 28 59.     (W)     SCALED    
 RN0048* NAVD 88     -       389.022  (meters)    1276.32   (feet)  ADJUSTED  
 RN0048  ___________________________________________________________________
 RN0048  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 RN0048  DYNAMIC HT  -         389.045 (meters)    1276.39  (feet)  COMP
 RN0048  MODELED GRAV-     980,660.2   (mgal)                       NAVD 88
 RN0048
 RN0048  VERT ORDER  -  SECOND    CLASS 0
 RN0048
 RN0048.The horizontal coordinates were scaled from a topographic map and have
 RN0048.an estimated accuracy of +/- 6 seconds.
 RN0048
 RN0048.The orthometric height was determined by differential leveling
 RN0048.and adjusted by the National Geodetic Survey in June 1991..
 RN0048
 RN0048.The geoid height was determined by GEOID03.
 RN0048
 RN0048.The dynamic height is computed by dividing the NAVD 88
 RN0048.geopotential number by the normal gravity value computed on the
 RN0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0048.degrees latitude (g = 980.6199 gals.).
 RN0048
 RN0048.The modeled gravity was interpolated from observed gravity values.
 RN0048
 RN0048;                    North         East    Units  Estimated Accuracy
 RN0048;SPC MN N     -   138,670.      847,060.      MT  (+/- 180 meters Scaled)
 RN0048
 RN0048                          SUPERSEDED SURVEY CONTROL
 RN0048
 RN0048.No superseded survey control is available for this station.
 RN0048
 RN0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM394881(NAD 83)
 RN0048_MARKER: DD = SURVEY DISK
 RN0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0048_SP_SET: CULVERT
 RN0048_STAMPING: 6907 A 1974
 RN0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0048
 RN0048  HISTORY     - Date     Condition        Report By
 RN0048  HISTORY     - 1974     MONUMENTED       MNDT
 RN0048
 RN0048                          STATION DESCRIPTION
 RN0048
 RN0048'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0048'2.1 MI SW FROM SAGINAW.
 RN0048'THE MARK IS LOCATED 4.45 MILES EAST ALONG TRUNK HIGHWAY 2 FROM THE
 RN0048'EAST END OF BRIDGE NUMBER 5190 (TRUNK HIGHWAY 2 OVER THE BURLINGTON
 RN0048'NORTHERN RAILROAD AND THE ST. LOUIS RIVER) AND 1.2 MILES WEST ALONG
 RN0048'TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAYS 2 AND 33 AT
 RN0048'SAGINAW.  IT IS AT MILEPOINT 243.75.  IT IS 39.0 FEET SOUTH OF THE
 RN0048'CENTERLINE OF TRUNK HIGHWAY 2, AND 50.0 FEET EAST OF THE CENTER OF A
 RN0048'FIELD ROAD SOUTH.  IT IS SET IN THE SOUTHEAST CORNER (HEADWALL) OF A 6
 RN0048'FOOT BY 8 FOOT CONCRETE BOX CULVERT (TRUNK HIGHWAY 2 OVER JOHNSON
 RN0048'CREEK).  IT IS 6 FEET BELOW THE LEVEL OF THE HIGHWAY.  NW 1/4 SECTION
 RN0048'3, T 50N, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1052 ***********************************************************************
 RN1052  DESIGNATION -  6907 AB
 RN1052  PID         -  RN1052
 RN1052  STATE/COUNTY-  MN/ST LOUIS
 RN1052  USGS QUAD   -  SAGINAW (1969)
 RN1052
 RN1052                         *CURRENT SURVEY CONTROL
 RN1052  ___________________________________________________________________
 RN1052* NAD 83(1986)-  46 50 42.     (N)    092 28 13.     (W)     SCALED    
 RN1052* NAVD 88     -       405.387  (meters)    1330.01   (feet)  ADJUSTED  
 RN1052  ___________________________________________________________________
 RN1052  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 RN1052  DYNAMIC HT  -         405.411 (meters)    1330.09  (feet)  COMP
 RN1052  MODELED GRAV-     980,660.5   (mgal)                       NAVD 88
 RN1052
 RN1052  VERT ORDER  -  SECOND    CLASS II
 RN1052
 RN1052.The horizontal coordinates were scaled from a topographic map and have
 RN1052.an estimated accuracy of +/- 6 seconds.
 RN1052
 RN1052.The orthometric height was determined by differential leveling
 RN1052.and adjusted by the National Geodetic Survey in June 1991..
 RN1052
 RN1052.The geoid height was determined by GEOID03.
 RN1052
 RN1052.The dynamic height is computed by dividing the NAVD 88
 RN1052.geopotential number by the normal gravity value computed on the
 RN1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1052.degrees latitude (g = 980.6199 gals.).
 RN1052
 RN1052.The modeled gravity was interpolated from observed gravity values.
 RN1052
 RN1052;                    North         East    Units  Estimated Accuracy
 RN1052;SPC MN N     -   138,550.      848,030.      MT  (+/- 180 meters Scaled)
 RN1052
 RN1052                          SUPERSEDED SURVEY CONTROL
 RN1052
 RN1052.No superseded survey control is available for this station.
 RN1052
 RN1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM403880(NAD 83)
 RN1052_MARKER: DB = BENCH MARK DISK
 RN1052_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN1052_SP_SET: COPPER-CLAD STEEL ROD
 RN1052_STAMPING: 6907 AB 1979
 RN1052_MARK LOGO: MNDT  
 RN1052_PROJECTION: PROJECTING 5 CENTIMETERS
 RN1052_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1052_ROD/PIPE-DEPTH: 9.75 meters
 RN1052
 RN1052  HISTORY     - Date     Condition        Report By
 RN1052  HISTORY     - 1979     MONUMENTED       MNDT
 RN1052  HISTORY     - 1979     GOOD             MNDT
 RN1052  HISTORY     - 1981     GOOD             MNDT
 RN1052  HISTORY     - 19810803 GOOD             MNDT
 RN1052  HISTORY     - 19810803 GOOD             MNDT
 RN1052
 RN1052                          STATION DESCRIPTION
 RN1052
 RN1052'DESCRIBED BY MN DEPT OF TRANSP 1979
 RN1052'2.1 MI SW FROM SAGINAW.
 RN1052'THE MARK IS LOCATED ABOUT 0.6 MILE SOUTHWEST ALONG TRUNK HIGHWAY 2
 RN1052'FROM ITS JUNCTION WITH TRUNK HIGHWAY 33 AT SAGINAW NEAR HIGHWAY 2 MILE
 RN1052'POINT 244.25 IN THE SW 1/4 OF SECTION 2, T50N, R17W.  THE MARK IS 96
 RN1052'FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 2,
 RN1052'18.1 FEET EAST OF A WOODEN CORNER FENCEPOST, 84.7 FEET EAST OF A GUYED
 RN1052'POWER POLE, 39.5 FEET NORTHEAST OF A 10 INCH NORWAY PINE TREE, 28.1
 RN1052'FEET SOUTH OF STATION SAG, 78.5 FEET EAST-SOUTHEAST OF SAG RM 1.
 RN1052'THE MARK IS 0.7 FT  N FROM A WITNESS POST.
 RN1052
 RN1052                          STATION RECOVERY (1979)
 RN1052
 RN1052'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 RN1052'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS HGZ LINE
 RN1052'23566 AND IS LOCATED ABOUT 1.2 MILES WEST ALONG TRUNK HIGHWAY 2 FROM
 RN1052'ITS JUNCTION WITH TRUNK HIGHWAY 33 AT SAGINAW NEAR HIGHWAY 2 MILEPOINT
 RN1052'243.75 IN THE NW 1/4 OF SECTION 3, T50N, R17W.  THE MARK IS 39 FEET
 RN1052'SOUTH OF AND ABOUT 6 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY
 RN1052'2 AND 50 FEET EAST OF THE CENTER OF A FIELD ROAD TO THE SOUTH, AND
 RN1052'SET IN THE SOUTHEAST CORNER OF A 6 FOOT BY 8 FOOT CONCRETE BOX CULVERT
 RN1052'AT JOHNSON CREEK.  THE MARK WILL BE DESTROYED IN THE 1919 CONSTRUCTION
 RN1052'SEASON.
 RN1052
 RN1052                          STATION RECOVERY (1981)
 RN1052
 RN1052'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 RN1052'RECOVERED IN GOOD CONDITION.
 RN1052
 RN1052                          STATION RECOVERY (1981)
 RN1052
 RN1052'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 RN1052'RECOVERY REPORT GENERATED BY RESET DATA
 RN1052
 RN1052                          STATION RECOVERY (1981)
 RN1052
 RN1052'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (CLN)
 RN1052'BENCH MARK 6907 AB IS A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 RN1052'STAMPED 6907 AB 1979 IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY
 RN1052'32 FOOT LONG DRIVEN COPPER COATED STEEL ROD THAT PROJECTS 0.1 FOOT
 RN1052'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH TRUNK HIGHWAY
 RN1052'2.  THE MARK IS 94 FT (SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 2,
 RN1052'51.5 FT (EAST OF THE CENTER OF AN ENTRANCE, 84.3 FT EAST-NORTHEAST OF
 RN1052'A POWER POLE, 0.7 FOOT NORTH OF AN EAST-WEST FENCELINE, AND 0.7 FOOT
 RN1052'NORTHWEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1053 ***********************************************************************
 RN1053  DESIGNATION -  6907 AC
 RN1053  PID         -  RN1053
 RN1053  STATE/COUNTY-  MN/ST LOUIS
 RN1053  USGS QUAD   -  SAGINAW (1969)
 RN1053
 RN1053                         *CURRENT SURVEY CONTROL
 RN1053  ___________________________________________________________________
 RN1053* NAD 83(1986)-  46 50 47.     (N)    092 29 02.     (W)     SCALED    
 RN1053* NAVD 88     -       391.403  (meters)    1284.13   (feet)  ADJUSTED  
 RN1053  ___________________________________________________________________
 RN1053  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 RN1053  DYNAMIC HT  -         391.426 (meters)    1284.20  (feet)  COMP
 RN1053  MODELED GRAV-     980,660.2   (mgal)                       NAVD 88
 RN1053
 RN1053  VERT ORDER  -  SECOND    CLASS II
 RN1053
 RN1053.The horizontal coordinates were scaled from a topographic map and have
 RN1053.an estimated accuracy of +/- 6 seconds.
 RN1053
 RN1053.The orthometric height was determined by differential leveling
 RN1053.and adjusted by the National Geodetic Survey in June 1991..
 RN1053
 RN1053.The geoid height was determined by GEOID03.
 RN1053
 RN1053.The dynamic height is computed by dividing the NAVD 88
 RN1053.geopotential number by the normal gravity value computed on the
 RN1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1053.degrees latitude (g = 980.6199 gals.).
 RN1053
 RN1053.The modeled gravity was interpolated from observed gravity values.
 RN1053
 RN1053;                    North         East    Units  Estimated Accuracy
 RN1053;SPC MN N     -   138,700.      847,000.      MT  (+/- 180 meters Scaled)
 RN1053
 RN1053                          SUPERSEDED SURVEY CONTROL
 RN1053
 RN1053.No superseded survey control is available for this station.
 RN1053
 RN1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM393882(NAD 83)
 RN1053_MARKER: DB = BENCH MARK DISK
 RN1053_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN1053_SP_SET: COPPER-CLAD STEEL ROD
 RN1053_STAMPING: 6907 AC 1979
 RN1053_MARK LOGO: MNDT  
 RN1053_PROJECTION: PROJECTING 5 CENTIMETERS
 RN1053_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1053_ROD/PIPE-DEPTH: 10.4 meters
 RN1053
 RN1053  HISTORY     - Date     Condition        Report By
 RN1053  HISTORY     - 1979     MONUMENTED       MNDT
 RN1053  HISTORY     - 20041011 GOOD             GEOCAC
 RN1053  HISTORY     - 20050202 GOOD             MNDT
 RN1053
 RN1053                          STATION DESCRIPTION
 RN1053
 RN1053'DESCRIBED BY MN DEPT OF TRANSP 1979
 RN1053'2.1 MI SW FROM SAGINAW.
 RN1053'THE MARK IS LOCATED ABOUT 1.25 MILES WEST ALONG TRUNK HIGHWAY 2 FROM
 RN1053'ITS JUNCTION WITH TRUNK HIGHWAY 33 AT SAGINAW NEAR HIGHWAY 2 MILE
 RN1053'POINT 243.75 IN THE NW 1/4 OF SECTION 3, T50N, R17W.  THE MARK IS
 RN1053'104.5 FEET NORTH OF AND 2 FEET LOWER THAN THE CENTERLINE OF TRUNK
 RN1053'HIGHWAY 2, 15 FEET EAST OF THE CENTER OF A FIELD ROAD NORTH, 41.5 FEET
 RN1053'NORTHWEST OF THE WEST END OF 24 INCH METAL CULVERT UNDER AN ENTRANCE.
 RN1053'THE MARK IS 0.7 FT  S FROM A WITNESS POST.
 RN1053
 RN1053                          STATION RECOVERY (2004)
 RN1053
 RN1053'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 RN1053'RECOVERED IN GOOD CONDITION.
 RN1053
 RN1053                          STATION RECOVERY (2005)
 RN1053
 RN1053'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DJW)
 RN1053'2.1 MILES SOUTHWEST OF SAGINAW, 1.25 MILES WEST ON TRUNK HIGHWAY 2
 RN1053'FROM JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 33, AT TRUNK
 RN1053'HIGHWAY 2 MILEPOINT 243.60, 104.5 FEET NORTH OF TRUNK HIGHWAY 2, 15
 RN1053'FEET EAST OF FIELD ROAD NORTH, 41.5 FEET NORTHWEST OF WEST END OF
 RN1053'CULVERT UNDER ENTRANCE, 0.7 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1054 ***********************************************************************
 RN1054  DESIGNATION -  6907 AD
 RN1054  PID         -  RN1054
 RN1054  STATE/COUNTY-  MN/ST LOUIS
 RN1054  USGS QUAD   -  SAGINAW (1969)
 RN1054
 RN1054                         *CURRENT SURVEY CONTROL
 RN1054  ___________________________________________________________________
 RN1054* NAD 83(1986)-  46 50 50.     (N)    092 29 29.     (W)     SCALED    
 RN1054* NAVD 88     -       402.514  (meters)    1320.58   (feet)  ADJUSTED  
 RN1054  ___________________________________________________________________
 RN1054  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 RN1054  DYNAMIC HT  -         402.538 (meters)    1320.66  (feet)  COMP
 RN1054  MODELED GRAV-     980,660.0   (mgal)                       NAVD 88
 RN1054
 RN1054  VERT ORDER  -  SECOND    CLASS II
 RN1054
 RN1054.The horizontal coordinates were scaled from a topographic map and have
 RN1054.an estimated accuracy of +/- 6 seconds.
 RN1054
 RN1054.The orthometric height was determined by differential leveling
 RN1054.and adjusted by the National Geodetic Survey in June 1991..
 RN1054
 RN1054.The geoid height was determined by GEOID03.
 RN1054
 RN1054.The dynamic height is computed by dividing the NAVD 88
 RN1054.geopotential number by the normal gravity value computed on the
 RN1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1054.degrees latitude (g = 980.6199 gals.).
 RN1054
 RN1054.The modeled gravity was interpolated from observed gravity values.
 RN1054
 RN1054;                    North         East    Units  Estimated Accuracy
 RN1054;SPC MN N     -   138,790.      846,420.      MT  (+/- 180 meters Scaled)
 RN1054
 RN1054                          SUPERSEDED SURVEY CONTROL
 RN1054
 RN1054.No superseded survey control is available for this station.
 RN1054
 RN1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM387883(NAD 83)
 RN1054_MARKER: DV = VERTICAL CONTROL DISK
 RN1054_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN1054_SP_SET: COPPER-CLAD STEEL ROD
 RN1054_STAMPING: 6907 AD 1979
 RN1054_MARK LOGO: MNDT  
 RN1054_PROJECTION: PROJECTING 5 CENTIMETERS
 RN1054_MAGNETIC: I = MARKER IS A STEEL ROD
 RN1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1054+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 RN1054_ROD/PIPE-DEPTH: 12.2 meters
 RN1054
 RN1054  HISTORY     - Date     Condition        Report By
 RN1054  HISTORY     - 1979     MONUMENTED       MNDT
 RN1054  HISTORY     - 1981     GOOD             MNDT
 RN1054  HISTORY     - 19810518 GOOD             MNDT
 RN1054  HISTORY     - 19810518 GOOD             MNDT
 RN1054  HISTORY     - 20010401 GOOD             MNDT
 RN1054  HISTORY     - 20050202 GOOD             MNDT
 RN1054
 RN1054                          STATION DESCRIPTION
 RN1054
 RN1054'DESCRIBED BY MN DEPT OF TRANSP 1979
 RN1054'2.5 MI WSW FROM SAGINAW.
 RN1054'THE MARK IS LOCATED ABOUT 1.65 MILES WEST ALONG TRUNK HIGHWAY 2 FROM
 RN1054'ITS JUNCTION WITH TRUNK HIGHWAY 33 AT SAGINAW NEAR TRUNK HIGHWAY 2
 RN1054'MILE POINT 243.25 IN THE NE 1/4 OF SECTION 4, T51N, R17W.  THE MARK IS
 RN1054'96.7 FEET NORTH OF AND ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF
 RN1054'TRUNK HIGHWAY 2, 13.3 FEET SOUTH OF A FENCE LINE, 46.6 FEET NORTHEAST
 RN1054'OF STATION ANDY, 42 FEET EAST OF ANDY RM 1.
 RN1054'THE MARK IS 0.8 FT  S FROM A WITNESS POST.
 RN1054
 RN1054                          STATION RECOVERY (1981)
 RN1054
 RN1054'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 RN1054'RECOVERED IN GOOD CONDITION.
 RN1054
 RN1054                          STATION RECOVERY (1981)
 RN1054
 RN1054'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 RN1054'RECOVERY REPORT GENERATED BY RESET DATA
 RN1054
 RN1054                          STATION RECOVERY (1981)
 RN1054
 RN1054'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (CLN)
 RN1054'BENCH MARK 6907 AD IS A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 RN1054'STAMPED 6907 AD 1979 IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY
 RN1054'40 FOOT LONG DRIVEN COPPER COATED STEEL ROD THAT PROJECTS 0.1 FOOT
 RN1054'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 2 FT (ABOVE THE LEVEL OF
 RN1054'TRUNK HIGHWAY 2.  THE MARK IS 96.5 FT (NORTH OF THE CENTERLINE OF
 RN1054'TRUNK HIGHWAY 2, 72.5 FT (NORTHEAST OF THE NORTH LEG OF A NO PASSING
 RN1054'SIGN, 13 FT (SOUTH OF A FENCELINE, AND 0.9 FOOT SOUTH OF A STEEL
 RN1054'WITNESS POST.
 RN1054
 RN1054                          STATION RECOVERY (2001)
 RN1054
 RN1054'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 RN1054'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED PARTIAL GPS NW
 RN1054'TO EAST, MAGNETIC, NOT SUITABLE FOR GPS, ROD DEPTH 40 FT.
 RN1054
 RN1054                          STATION RECOVERY (2005)
 RN1054
 RN1054'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DJW)
 RN1054'2.5 MILES WEST OF SAGINAW, 1.65 MILES WEST ON TRUNK HIGHWAY 2 FROM
 RN1054'JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 33, AT TRUNK HIGHWAY 2
 RN1054'MILEPOINT 243.20, 96.7 FEET NORTH OF TRUNK HIGHWAY 2, 13.3 FEET SOUTH
 RN1054'OF FENCELINE, 46.6 FEET NORTHEAST OF STATION ANDY MNDT, 42.0 FEET EAST
 RN1054'OF ANDY REFERENCE MARK 1, 0.8 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1056 ***********************************************************************
 RN1056  DESIGNATION -  6907 AE
 RN1056  PID         -  RN1056
 RN1056  STATE/COUNTY-  MN/ST LOUIS
 RN1056  USGS QUAD   -  BROOKSTON (1975)
 RN1056
 RN1056                         *CURRENT SURVEY CONTROL
 RN1056  ___________________________________________________________________
 RN1056* NAD 83(1996)-  46 50 49.20136(N)    092 32 29.18365(W)     ADJUSTED  
 RN1056* NAVD 88     -       401.441  (meters)    1317.06   (feet)  ADJUSTED  
 RN1056  ___________________________________________________________________
 RN1056  X           -    -193,790.579 (meters)                     COMP
 RN1056  Y           -  -4,366,067.980 (meters)                     COMP
 RN1056  Z           -   4,630,420.076 (meters)                     COMP
 RN1056  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 RN1056  ELLIP HEIGHT-         372.71  (meters)          (10/01/02) GPS OBS
 RN1056  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 RN1056  DYNAMIC HT  -         401.467 (meters)    1317.15  (feet)  COMP
 RN1056  MODELED GRAV-     980,665.9   (mgal)                       NAVD 88
 RN1056
 RN1056  HORZ ORDER  -  FIRST
 RN1056  VERT ORDER  -  SECOND    CLASS II
 RN1056  ELLP ORDER  -  THIRD     CLASS II
 RN1056
 RN1056.The horizontal coordinates were established by GPS observations
 RN1056.and adjusted by the MN DEPT OF TRANSP in October 2002..
 RN1056
 RN1056.The orthometric height was determined by differential leveling
 RN1056.and adjusted by the National Geodetic Survey in June 1991..
 RN1056
 RN1056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1056
 RN1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1056
 RN1056.The ellipsoidal height was determined by GPS observations
 RN1056.and is referenced to NAD 83.
 RN1056
 RN1056.The geoid height was determined by GEOID03.
 RN1056
 RN1056.The dynamic height is computed by dividing the NAVD 88
 RN1056.geopotential number by the normal gravity value computed on the
 RN1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1056.degrees latitude (g = 980.6199 gals.).
 RN1056
 RN1056.The modeled gravity was interpolated from observed gravity values.
 RN1056
 RN1056;                    North         East     Units Scale Factor Converg.
 RN1056;SPC MN N     -   138,732.202   842,604.733   MT  1.00005023   +0 24 50.5
 RN1056;UTM  15      - 5,188,264.112   534,961.666   MT  0.99961502   +0 20 04.3
 RN1056
 RN1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1056!SPC MN N     -   0.99994158  x   1.00005023  =   0.99999181
 RN1056!UTM  15      -   0.99994158  x   0.99961502  =   0.99955662
 RN1056
 RN1056:                Primary Azimuth Mark                     Grid Az
 RN1056:SPC MN N     -  INDU RESET                               089 53 08.7
 RN1056:UTM  15      -  INDU RESET                               089 57 54.9
 RN1056
 RN1056|---------------------------------------------------------------------|
 RN1056| PID    Reference Object                     Distance      Geod. Az  |
 RN1056|                                                           dddmmss.s |
 RN1056| AI4516 INDU RESET                          APPROX. 2.2 KM 0901759.2 |
 RN1056|---------------------------------------------------------------------|
 RN1056
 RN1056                          SUPERSEDED SURVEY CONTROL
 RN1056
 RN1056  NAD 83(1996)-  46 50 48.65195(N)    092 32 29.55166(W) AD(       ) 2
 RN1056  NAD 83(1986)-  46 50 48.64626(N)    092 32 29.55375(W) AD(       ) 2
 RN1056  NAVD 88 (10/01/02)  401.44   (m)         1317.1    (f) LEVELING    3  
 RN1056
 RN1056.Superseded values are not recommended for survey control.
 RN1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1056.See file dsdata.txt to determine how the superseded data were derived.
 RN1056
 RN1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3496288264(NAD 83)
 RN1056_MARKER: DV = VERTICAL CONTROL DISK
 RN1056_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN1056_SP_SET: COPPER-CLAD STEEL ROD
 RN1056_STAMPING: 6907 AE 1979
 RN1056_MARK LOGO: MNDT  
 RN1056_PROJECTION: FLUSH
 RN1056_MAGNETIC: I = MARKER IS A STEEL ROD
 RN1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1056+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 RN1056_ROD/PIPE-DEPTH:  7.9 meters
 RN1056
 RN1056  HISTORY     - Date     Condition        Report By
 RN1056  HISTORY     - 1979     MONUMENTED       MNDT
 RN1056  HISTORY     - 1981     GOOD             MNDT
 RN1056  HISTORY     - 20010401 GOOD             MNDT
 RN1056  HISTORY     - 20010829 GOOD             MNDT
 RN1056  HISTORY     - 20041016 GOOD             GEOCAC
 RN1056  HISTORY     - 20050202 GOOD             MNDT
 RN1056
 RN1056                          STATION DESCRIPTION
 RN1056
 RN1056'DESCRIBED BY MN DEPT OF TRANSP 1979
 RN1056'3.3 MI ESE FROM BROOKSTON.
 RN1056'THE MARK IS LOCATED ABOUT 1.6 MILES EAST ALONG TRUNK HIGHWAY 2 FROM
 RN1056'THE EAST END OF BRIDGE NUMBER 5190 TAKING TRUNK HIGHWAY 2 OVER THE
 RN1056'RAILROAD AND THE ST LOUIS RIVER OR 4 MILES WEST ALONG TRUNK HIGHWAY 2
 RN1056'FROM ITS JUNCTION WITH TRUNK HIGHWAY 33 AT SAGINAW NEAR HIGHWAY 2
 RN1056'MILE POINT 240.9 IN THE NE 1/4 OF SECTION 6, T50N, R17W.  THE MARK IS
 RN1056'99 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY
 RN1056'2, 20 FEET EAST OF THE CENTER OF A DRIVEWAY TO THE NORTH AT FIRE
 RN1056'NUMBER N-252, 45.8 FEET NORTH OF BURIED TELEPHONE CABLE MARKER NUMBER
 RN1056'731, 56.9 FEET EAST OF A CAST IRON RIGHT-OF-WAY MONUMENT, 1.5 FEET
 RN1056'SOUTH OF POWER POLE NUMBER 227 AND 0.7 FOOT SOUTH OF A STEEL WITNESS
 RN1056'POST.
 RN1056'THE MARK IS 0.7 FT  S FROM A WITNESS POST.
 RN1056
 RN1056                          STATION RECOVERY (1981)
 RN1056
 RN1056'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (DMG)
 RN1056'THE STATION MARK THAT WAS SET IN 1974 WAS DESTROYED BY TRUNK HIGHWAY 2
 RN1056'CONSTRUCTION AND A NEW STATION MARK WAS SET AT THIS TIME BY USING THE
 RN1056'REFERENCE MARK TIES THAT WERE ESTABLISHED IN 1979.  THE DISTANCES TO
 RN1056'AND THE DISTANCE AND ANGLE BETWEEN THESE REFERENCE MARKS CHECKED.  A
 RN1056'COMPLETE NEW DESCRIPTION FOLLOWS.
 RN1056'THE STATION IS LOCATED ABOUT 3-3/4 MILES WEST-SOUTHWEST OF THE TOWN OF
 RN1056'GRAND LAKES OR ABOUT 3-1/4 MILES EAST-SOUTHEAST OF THE TOWN OF
 RN1056'BROOKSTON, IN THE NE 1/4 OF SECTION 6, T5ON, R17W, ON THE NORTH
 RN1056'RIGHT-OF-WAY OF TRUNK HIGHWAY 2 AT MILEPOINT 240.85.  TO REACH THE
 RN1056'STATION FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 33,
 RN1056'NORTH OF CLOQUET, GO WEST ON TRUNK HIGHWAY 2 FOR 4.05 MILES (6.52 KM)
 RN1056'TO THE STATION ON THE RIGHT AT A BITUMINOUS FARM ENTRANCE.
 RN1056'THE STATION MARK IS A 3/4 DIAMETER BY 2 FOOT (0.6 M) LONG IRON PIN
 RN1056'THAT IS FLUSH WITH THE SURFACE OF THE BITUMINOUS FARM ENTRANCE.  THE
 RN1056'MARK IS 43 FT (13.1 M) NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 2, 9
 RN1056'FT (2.7 M) WEST OF THE CENTER OF THE FARM ENTRANCE, 63.3 FT (19.3 M)
 RN1056'SOUTH-SOUTHEAST OF A STEEL RIGHT-OF-WAY POST, 43.7 FT (13.3 M)
 RN1056'SOUTH-SOUTHWEST OF A POWER POLE, AND 62.4 FT (19.0 M) SOUTH-SOUTHWEST
 RN1056'OF A STEEL WITNESS POST.  NO UNDERGROUND MARK WAS SET.
 RN1056'BENCH MARK 6907 AE, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 RN1056'STAMPED---6907 AE 1979--- IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER
 RN1056'BY 26 FOOT (7.9 M) LONG DRIVEN COPPER COATED STEEL ROD THAT IS FLUSH
 RN1056'WITH THE SURFACE OF THE GROUND.  THE MARK IS 99 FT (30.2 M) NORTH OF
 RN1056'THE CENTERLINE OF TRUNK HIGHWAY 2, 20 FT (6.1 M) EAST OF THE CENTER OF
 RN1056'A WEST ENTRANCE, 91.6 FT (27.9 M) WEST OF A FENCE CORNER, 18 FT (5.5
 RN1056'M) NORTH-NORTHEAST OF A POWER POLE, 1.4 FT (0.4 M) SOUTH OF A POWER
 RN1056'POLE, AND 0.6 FOOT (18.3 CM) SOUTH OF A STEEL WITNESS POST.  REFERENCE
 RN1056'MARK NUMBER 2, A STANDARD MNDT CAST IRON RIGHT-OF-WAY MONUMENT WITH NO
 RN1056'STAMPING IS BURIED 0.2 FOOT (6.1 CM) BELOW THE SURFACE OF THE GROUND.
 RN1056'THE MARK IS 99.5 FT (30.3 M) NORTH OF THE CENTERLINE OF TRUNK HIGHWAY
 RN1056'2, 36.5 FT (11.1 M) WEST OF THE CENTER OF A WEST ENTRANCE, 52.7 FT
 RN1056'(16.1 M) WEST-NORTHWEST OF A POWER POLE, 1.1 FT (0.3 M) WEST OF A
 RN1056'STEEL RIGHT-OF-WAY POST, AND 57.2 FT (17.4 M) WEST OF A STEEL WITNESS
 RN1056'POST.  A PINE TREE NOW BLOCKS THE SIGHT TO STATION CRAW MNDT.
 RN1056
 RN1056                          STATION RECOVERY (2001)
 RN1056
 RN1056'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 RN1056'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED MAGNETIC, FLUSH,
 RN1056'SUITABLE FOR
 RN1056'GPS, ROD DEPTH 26 FT.
 RN1056'
 RN1056
 RN1056                          STATION RECOVERY (2001)
 RN1056
 RN1056'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 RN1056'3.3 MILES EAST OF BROOKSTON, 1.6 MILES EAST OF EAST END OF TRUNK
 RN1056'HIGHWAY 2 BRIDGE OVER RAILROAD AND ST LOUIS RIVER, 99.0 FEET NORTH OF
 RN1056'TRUNK HIGHWAY 2, AT TRUNK HIGHWAY 2 MILEPOINT 240.9, 20 FEET EAST OF
 RN1056'DRIVEWAY NORTH AT FIRE SIGN 8175, 45.8 FEET NORTH OF TELEPHONE CABLE
 RN1056'MARKER 731, 56.9 FEET EAST OF R/W MON, 1.5 FEET SOUTH OF POWER POLE
 RN1056'227, 0.7 FEET SOUTH OF WITNESS POST
 RN1056
 RN1056                          STATION RECOVERY (2004)
 RN1056
 RN1056'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 RN1056'RECOVERED IN GOOD CONDITION.
 RN1056
 RN1056                          STATION RECOVERY (2005)
 RN1056
 RN1056'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DJW)
 RN1056'3.3 MILES EAST OF BROOKSTON, 1.6 MILES EAST OF EAST END OF TRUNK
 RN1056'HIGHWAY 2 BRIDGE OVER RAILROAD AND SAINT LOUIS RIVER, 99.0 FEET NORTH
 RN1056'OF TRUNK HIGHWAY 2, AT TRUNK HIGHWAY 2 MILEPOINT 240.9, 20 FEET EAST
 RN1056'OF DRIVEWAY NORTH AT FIRE SIGN 8175, 4.7 FEET NORTH-NORTHWEST OF
 RN1056'TELEPHONE CABLE MARKER 731, 56.9 FEET EAST OF RIGHT OF WAY MONUMENT,
 RN1056'6.9 FEET FEET EAST- SOUTHEAST OF POWER POLE 2.21, 0.7 FEET SOUTH OF
 RN1056'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1058 ***********************************************************************
 RN1058  DESIGNATION -  6907 AF
 RN1058  PID         -  RN1058
 RN1058  STATE/COUNTY-  MN/ST LOUIS
 RN1058  USGS QUAD   -  BROOKSTON (1975)
 RN1058
 RN1058                         *CURRENT SURVEY CONTROL
 RN1058  ___________________________________________________________________
 RN1058* NAD 83(1986)-  46 50 54.     (N)    092 34 18.     (W)     SCALED    
 RN1058* NAVD 88     -       386.564  (meters)    1268.25   (feet)  ADJUSTED  
 RN1058  ___________________________________________________________________
 RN1058  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 RN1058  DYNAMIC HT  -         386.589 (meters)    1268.33  (feet)  COMP
 RN1058  MODELED GRAV-     980,665.5   (mgal)                       NAVD 88
 RN1058
 RN1058  VERT ORDER  -  SECOND    CLASS II
 RN1058
 RN1058.The horizontal coordinates were scaled from a topographic map and have
 RN1058.an estimated accuracy of +/- 6 seconds.
 RN1058
 RN1058.The orthometric height was determined by differential leveling
 RN1058.and adjusted by the National Geodetic Survey in June 1991..
 RN1058
 RN1058.The geoid height was determined by GEOID03.
 RN1058
 RN1058.The dynamic height is computed by dividing the NAVD 88
 RN1058.geopotential number by the normal gravity value computed on the
 RN1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1058.degrees latitude (g = 980.6199 gals.).
 RN1058
 RN1058.The modeled gravity was interpolated from observed gravity values.
 RN1058
 RN1058;                    North         East    Units  Estimated Accuracy
 RN1058;SPC MN N     -   138,860.      840,300.      MT  (+/- 180 meters Scaled)
 RN1058
 RN1058                          SUPERSEDED SURVEY CONTROL
 RN1058
 RN1058.No superseded survey control is available for this station.
 RN1058
 RN1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM326883(NAD 83)
 RN1058_MARKER: DV = VERTICAL CONTROL DISK
 RN1058_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN1058_SP_SET: COPPER-CLAD STEEL ROD
 RN1058_STAMPING: 6907 AF 1979
 RN1058_MARK LOGO: MNDT  
 RN1058_PROJECTION: PROJECTING 10 CENTIMETERS
 RN1058_MAGNETIC: I = MARKER IS A STEEL ROD
 RN1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1058+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2005
 RN1058_ROD/PIPE-DEPTH:  8.5 meters
 RN1058
 RN1058  HISTORY     - Date     Condition        Report By
 RN1058  HISTORY     - 1979     MONUMENTED       MNDT
 RN1058  HISTORY     - 19810519 GOOD             MNDT
 RN1058  HISTORY     - 19810519 SEE DESCRIPTION  MNDT
 RN1058  HISTORY     - 19990401 GOOD             MNDT
 RN1058  HISTORY     - 20050202 GOOD             MNDT
 RN1058
 RN1058                          STATION DESCRIPTION
 RN1058
 RN1058'DESCRIBED BY MN DEPT OF TRANSP 1979
 RN1058'2 MI SE FROM BROOKSTON.
 RN1058'THE MARK IS LOCATED ABOUT 0.2 MILE EAST ALONG TRUNK HIGHWAY 2 FROM THE
 RN1058'EAST END OF BRIDGE NUMBER 5190 TAKING TRUNK HIGHWAY 2 OVER THE
 RN1058'RAILROAD AND THE ST LOUIS RIVER OR 5.4 MILES WEST ALONG TRUNK HIGHWAY
 RN1058'2 FROM ITS JUNCTION WITH TRUNK HIGHWAY 33 AT SAGINAW IN THE NW 1/4 OF
 RN1058'SECTION 1, T50N, R18W.  THE MARK IS 104.4 FEET SOUTH OF AND ABOUT 15
 RN1058'FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 2 AT MILE POINT
 RN1058'239.95, 49.4 FEET WEST OF A RIGHT-OF-WAY MARKER
 RN1058'STAMPED CL 100-STA 2642+57.5 SP 8-48-SEC 1, 36.7 FEET SOUTHWEST OF
 RN1058'STATION BOUND AND 1.2 FEET NORTH OF A STEEL WITNESS POST.
 RN1058'THE MARK IS 1.2 FT  W FROM A WITNESS POST.
 RN1058
 RN1058                          STATION RECOVERY (1981)
 RN1058
 RN1058'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 RN1058'RECOVERY REPORT GENERATED BY RESET DATA
 RN1058
 RN1058                          STATION RECOVERY (1981)
 RN1058
 RN1058'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (DMG)
 RN1058'THE STATION IS LOCATED ABOUT 2-1/4 MILES SOUTHEAST OF THE TOWN OF
 RN1058'BROOKSTON, IN THE NW 1/4 OF SECTION 1, T50N, R18W, ON THE SOUTH
 RN1058'RIGHT-OF-WAY OF TRUNK HIGHWAY 2 AT MILEPOINT 239.4.  TO REACH THE
 RN1058'STATION FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 31, SOUTH
 RN1058'OF BROOKSTON, GO EAST ON TRUNK HIGHWAY 2 FOR 1.65 MILES (2.66 KM) TO
 RN1058'THE STATION ON THE RIGHT.  THE STATION IS ALSO LOCATED ABOUT 0.2 MILE
 RN1058'(0.3 KM) EASTERLY ALONG TRUNK HIGHWAY 2 FROM THE EAST OF THE TRUNK
 RN1058'HIGHWAY 2 BRIDGE (BRIDGE NUMBER 5190) OVER THE BURLINGTON NORTHERN
 RN1058'RAILROAD AND THE ST LOUIS RIVER.  THE STATION MARK, A STANDARD MNDT
 RN1058'VERTICAL CONTROL MONUMENT DISK STAMPED---6907 AF 1979--- IS CRIMPED ON
 RN1058'THE TOP OF A 5/8 INCH DIAMETER BY 28 FOOT (8.5 M) LONG DRIVEN COPPER
 RN1058'COATED STEEL ROD THAT PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE SURFACE OF
 RN1058'THE GROUND.  THE MARK IS 105 FT (32.0 M) SOUTH OF THE CENTERLINE OF
 RN1058'TRUNK HIGHWAY 2, 50.8 FT (15.5 M) WEST-SOUTHWEST OF A STEEL
 RN1058'RIGHT-OF-WAY POST, AND 1.1 FT (0.3 M) NORTH OF A STEEL WITNESS POST.
 RN1058'THIS MARK IS AN AZIMUTH MARK FOR STATION HOWL MNDT AND A REFERENCE
 RN1058'MARK FOR STATION BOUND MNDT.
 RN1058
 RN1058                          STATION RECOVERY (1999)
 RN1058
 RN1058'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 RN1058'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED PARTIAL GPS
 RN1058'VISIBILITY FROM ESE -SOUTH-WNW, MAGNETIC, SUITABLE FOR GPS, ROD DEPTH
 RN1058'28 FT.
 RN1058
 RN1058                          STATION RECOVERY (2005)
 RN1058
 RN1058'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DJW)
 RN1058'2.0 MILES SOUTHEAST OF BROOKSTON, 0.2 MILES EAST ON TRUNK HIGHWAY 2
 RN1058'FROM EAST END OF TRUNK HIGHWAY 2 BRIDGE 5190 OVER RAILROAD AND SAINT
 RN1058'LOUIS RIVER, 104.4 FEET SOUTH OF TRUNK HIGHWAY 2, AT TRUNK HIGHWAY 2
 RN1058'MILEPOINT 239.45, 49.4 FEET WEST OF RIGHT OF WAY POST, 1.2 FEET NORTH
 RN1058'OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1060 ***********************************************************************
 RN1060  DESIGNATION -  6907 AG
 RN1060  PID         -  RN1060
 RN1060  STATE/COUNTY-  MN/ST LOUIS
 RN1060  USGS QUAD   -  BROOKSTON (1975)
 RN1060
 RN1060                         *CURRENT SURVEY CONTROL
 RN1060  ___________________________________________________________________
 RN1060* NAD 83(1996)-  46 51 17.22604(N)    092 37 09.76490(W)     ADJUSTED  
 RN1060* NAVD 88     -       382.402  (meters)    1254.60   (feet)  ADJUSTED  
 RN1060  ___________________________________________________________________
 RN1060  X           -    -199,700.091 (meters)                     COMP
 RN1060  Y           -  -4,365,156.533 (meters)                     COMP
 RN1060  Z           -   4,630,998.030 (meters)                     COMP
 RN1060  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 RN1060  ELLIP HEIGHT-         353.62  (meters)          (01/28/04) GPS OBS
 RN1060  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 RN1060  DYNAMIC HT  -         382.426 (meters)    1254.68  (feet)  COMP
 RN1060  MODELED GRAV-     980,665.2   (mgal)                       NAVD 88
 RN1060
 RN1060  HORZ ORDER  -  FIRST
 RN1060  VERT ORDER  -  SECOND    CLASS II
 RN1060  ELLP ORDER  -  THIRD     CLASS II
 RN1060
 RN1060.The horizontal coordinates were established by GPS observations
 RN1060.and adjusted by the MN DEPT OF TRANSP in January 2004..
 RN1060
 RN1060.The orthometric height was determined by differential leveling
 RN1060.and adjusted by the National Geodetic Survey in June 1991..
 RN1060
 RN1060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1060
 RN1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1060
 RN1060.The ellipsoidal height was determined by GPS observations
 RN1060.and is referenced to NAD 83.
 RN1060
 RN1060.The geoid height was determined by GEOID03.
 RN1060
 RN1060.The dynamic height is computed by dividing the NAVD 88
 RN1060.geopotential number by the normal gravity value computed on the
 RN1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1060.degrees latitude (g = 980.6199 gals.).
 RN1060
 RN1060.The modeled gravity was interpolated from observed gravity values.
 RN1060
 RN1060;                    North         East     Units Scale Factor Converg.
 RN1060;SPC MN N     -   139,557.669   836,654.541   MT  1.00004792   +0 21 22.5
 RN1060;UTM  15      - 5,189,097.419   529,015.215   MT  0.99961035   +0 16 39.8
 RN1060
 RN1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1060!SPC MN N     -   0.99994457  x   1.00004792  =   0.99999249
 RN1060!UTM  15      -   0.99994457  x   0.99961035  =   0.99955494
 RN1060
 RN1060                          SUPERSEDED SURVEY CONTROL
 RN1060
 RN1060  NAVD 88 (01/28/04)  382.40   (m)         1254.6    (f) LEVELING    3  
 RN1060
 RN1060.Superseded values are not recommended for survey control.
 RN1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1060.See file dsdata.txt to determine how the superseded data were derived.
 RN1060
 RN1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2901589097(NAD 83)
 RN1060_MARKER: DV = VERTICAL CONTROL DISK
 RN1060_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN1060_SP_SET: COPPER-CLAD STEEL ROD
 RN1060_STAMPING: 6907 AG 1979
 RN1060_MARK LOGO: MNDT  
 RN1060_PROJECTION: PROJECTING 8 CENTIMETERS
 RN1060_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1060+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 RN1060_ROD/PIPE-DEPTH: 14.6 meters
 RN1060
 RN1060  HISTORY     - Date     Condition        Report By
 RN1060  HISTORY     - 1979     MONUMENTED       MNDT
 RN1060  HISTORY     - 20010829 GOOD             MNDT
 RN1060  HISTORY     - 20041011 GOOD             GEOCAC
 RN1060  HISTORY     - 20050201 GOOD             MNDT
 RN1060
 RN1060                          STATION DESCRIPTION
 RN1060
 RN1060'DESCRIBED BY MN DEPT OF TRANSP 1979
 RN1060'1 MI SW FROM BROOKSTON.
 RN1060'THE MARK IS LOCATED ABOUT 0.8 MILE WEST ALONG TRUNK HIGHWAY 2 FROM ITS
 RN1060'JUNCTION WITH COUNTY ROAD 31 JUST SOUTH OF BROOKSTON IN THE SE 1/4 OF
 RN1060'SECTION 33, T51N, R18W.  THE MARK IS 100 FEET NORTH OF AND ABOUT 5
 RN1060'FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 2, 34 FEET WEST OF THE
 RN1060'CENTER OF A FIELD ROAD, 16.3 FEET WEST-NORTHWEST OF BURIED CABLE
 RN1060'MARKER POST NUMBER 12, 3.8 FEET EAST OF POWER POLE NUMBER 170, 2 FEET
 RN1060'EAST OF A RIGHT-OF-WAY MONUMENT STAMPED CL 100 FT STA 2522+00 SP 8-48
 RN1060'SEC 2.
 RN1060'THE MARK IS 1 FT  S FROM A WITNESS POST.
 RN1060
 RN1060                          STATION RECOVERY (2001)
 RN1060
 RN1060'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 RN1060'1.0 MILES SOUTHWEST OF BROOKSTON, 0.8 MILES WEST ON TRUNK HIGHWAY 2
 RN1060'FROM JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 31,100.0 FEET NORTH
 RN1060'OF TRUNK HIGHWAY 2, AT TRUNK HIGHWAY 2 MILEPOINT 237.1, 34 FEET WEST
 RN1060'OF FIELD ROAD, 16.3 FEET WEST-NORTHWEST OF CABLE MARKERPOST 12, 3.8
 RN1060'FEET EAST OF POWER POLE 170, 2.0 FEET EAST OF R/W MON, 1.0 FEET SOUTH
 RN1060'OF WITNESS POST.
 RN1060
 RN1060                          STATION RECOVERY (2004)
 RN1060
 RN1060'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 RN1060'RECOVERED IN GOOD CONDITION.
 RN1060
 RN1060                          STATION RECOVERY (2005)
 RN1060
 RN1060'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DJW)
 RN1060'1.0 MILES SOUTHWEST OF BROOKSTON, 0.8 MILES WEST ON TRUNK HIGHWAY 2
 RN1060'FROM JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 31, AT TRUNK HIGHWAY
 RN1060'2 MILEPOINT 237.1, 100.0 FEET NORTH OF TRUNK HIGHWAY 2, 34 FEET WEST
 RN1060'OF FIELD ROAD, 16.3 FEET WEST-NORTHWEST OF CABLE MARKERPOST 12, 2.0
 RN1060'FEET EAST OF RIGHT OF WAY MONUMENT, 1.0 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1062 ***********************************************************************
 RN1062  DESIGNATION -  6907 AH
 RN1062  PID         -  RN1062
 RN1062  STATE/COUNTY-  MN/ST LOUIS
 RN1062  USGS QUAD   -  MARTIN LAKE (1975)
 RN1062
 RN1062                         *CURRENT SURVEY CONTROL
 RN1062  ___________________________________________________________________
 RN1062* NAD 83(1986)-  46 51 18.     (N)    092 40 49.     (W)     SCALED    
 RN1062* NAVD 88     -       406.428  (meters)    1333.42   (feet)  ADJUSTED  
 RN1062  ___________________________________________________________________
 RN1062  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 RN1062  DYNAMIC HT  -         406.452 (meters)    1333.50  (feet)  COMP
 RN1062  MODELED GRAV-     980,661.4   (mgal)                       NAVD 88
 RN1062
 RN1062  VERT ORDER  -  SECOND    CLASS II
 RN1062
 RN1062.The horizontal coordinates were scaled from a topographic map and have
 RN1062.an estimated accuracy of +/- 6 seconds.
 RN1062
 RN1062.The orthometric height was determined by differential leveling
 RN1062.and adjusted by the National Geodetic Survey in June 1991..
 RN1062
 RN1062.The geoid height was determined by GEOID03.
 RN1062
 RN1062.The dynamic height is computed by dividing the NAVD 88
 RN1062.geopotential number by the normal gravity value computed on the
 RN1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1062.degrees latitude (g = 980.6199 gals.).
 RN1062
 RN1062.The modeled gravity was interpolated from observed gravity values.
 RN1062
 RN1062;                    North         East    Units  Estimated Accuracy
 RN1062;SPC MN N     -   139,560.      832,010.      MT  (+/- 180 meters Scaled)
 RN1062
 RN1062                          SUPERSEDED SURVEY CONTROL
 RN1062
 RN1062.No superseded survey control is available for this station.
 RN1062
 RN1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM243891(NAD 83)
 RN1062_MARKER: DB = BENCH MARK DISK
 RN1062_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN1062_SP_SET: COPPER-CLAD STEEL ROD
 RN1062_STAMPING: 6907 AH 1979
 RN1062_PROJECTION: FLUSH
 RN1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1062_ROD/PIPE-DEPTH: 5.79 meters
 RN1062
 RN1062  HISTORY     - Date     Condition        Report By
 RN1062  HISTORY     - 1979     MONUMENTED       MNDT
 RN1062  HISTORY     - 20041016 GOOD             GEOCAC
 RN1062
 RN1062                          STATION DESCRIPTION
 RN1062
 RN1062'DESCRIBED BY MN DEPT OF TRANSP 1979
 RN1062'4.3 MI WSW FROM BROOKSTON.
 RN1062'THE MARK IS LOCATED ABOUT 3.9 MILES WEST ALONG TRUNK HIGHWAY 2 FROM
 RN1062'ITS JUNCTION WITH COUNTY ROAD 31 JUST SOUTH OF BROOKSTON AND IS IN THE
 RN1062'NORTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 2 AND COUNTY
 RN1062'ROAD 848 IN THE SE 1/4 OF SECTION 36, T51N, R19W.  THE MARK IS 107
 RN1062'FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 2,
 RN1062'25 FEET WEST OF THE CENTER OF COUNTY ROAD 848, 2.6 FEET WEST OF THE
 RN1062'STEVENS STREET SIGNPOST, 2.2 FEET EAST OF A POWER POLE.
 RN1062'THE MARK IS 0.9 FT  S FROM A WITNESS POST.
 RN1062
 RN1062                          STATION RECOVERY (2004)
 RN1062
 RN1062'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 RN1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5877 ***********************************************************************
 DG5877  DESIGNATION -  6907 AJ
 DG5877  PID         -  DG5877
 DG5877  STATE/COUNTY-  MN/ST LOUIS
 DG5877  USGS QUAD   -  FLOODWOOD (1983)
 DG5877
 DG5877                         *CURRENT SURVEY CONTROL
 DG5877  ___________________________________________________________________
 DG5877* NAD 83(1986)-  46 55 14.     (N)    092 54 42.     (W)     SCALED    
 DG5877* NAVD 88     -       381.234  (meters)    1250.77   (feet)  ADJUSTED  
 DG5877  ___________________________________________________________________
 DG5877  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DG5877  DYNAMIC HT  -         381.259 (meters)    1250.85  (feet)  COMP
 DG5877  MODELED GRAV-     980,667.3   (mgal)                       NAVD 88
 DG5877
 DG5877  VERT ORDER  -  SECOND    CLASS I
 DG5877
 DG5877.The horizontal coordinates were scaled from a topographic map and have
 DG5877.an estimated accuracy of +/- 6 seconds.
 DG5877
 DG5877.The orthometric height was determined by differential leveling
 DG5877.and adjusted by the National Geodetic Survey in December 2004..
 DG5877
 DG5877.The geoid height was determined by GEOID03.
 DG5877
 DG5877.The dynamic height is computed by dividing the NAVD 88
 DG5877.geopotential number by the normal gravity value computed on the
 DG5877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5877.degrees latitude (g = 980.6199 gals.).
 DG5877
 DG5877.The modeled gravity was interpolated from observed gravity values.
 DG5877
 DG5877;                    North         East    Units  Estimated Accuracy
 DG5877;SPC MN N     -   146,770.      814,350.      MT  (+/- 180 meters Scaled)
 DG5877
 DG5877                          SUPERSEDED SURVEY CONTROL
 DG5877
 DG5877.No superseded survey control is available for this station.
 DG5877
 DG5877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM067963(NAD 83)
 DG5877_MARKER: DB = BENCH MARK DISK
 DG5877_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5877_SP_SET: BRIDGE ABUTMENT
 DG5877_STAMPING: 6907 AJ 1979
 DG5877_MARK LOGO: MNDT  
 DG5877_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5877+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2001
 DG5877
 DG5877  HISTORY     - Date     Condition        Report By
 DG5877  HISTORY     - 1979     MONUMENTED       MNDT
 DG5877  HISTORY     - 20010830 GOOD             MNDT
 DG5877
 DG5877                          STATION DESCRIPTION
 DG5877
 DG5877'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG5877'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.5 MI (0.8 KM)
 DG5877'SE OF FLOODWOOD, IN ABUT AT NE COR OF TH 2 BRDG NO 69103 OVER SAVANNA
 DG5877'RIVER, 300 FT (91.4 M) NW ALONG TH 2 FROM EAST JCT OF TH 73 AND TH 2
 DG5877'IN FLOODWOOD, AT TH 2 MP 221.0, 25 FT (7.6 M) NE OF TH 2, FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0780 ***********************************************************************
 RN0780  DESIGNATION -  6907 B
 RN0780  PID         -  RN0780
 RN0780  STATE/COUNTY-  MN/ST LOUIS
 RN0780  USGS QUAD   -  BROOKSTON (1975)
 RN0780
 RN0780                         *CURRENT SURVEY CONTROL
 RN0780  ___________________________________________________________________
 RN0780* NAD 83(1996)-  46 50 48.23033(N)    092 30 48.10707(W)     ADJUSTED  
 RN0780* NAVD 88     -       406.786  (meters)    1334.60   (feet)  ADJUSTED  
 RN0780  ___________________________________________________________________
 RN0780  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 RN0780  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 RN0780  DYNAMIC HT  -         406.812 (meters)    1334.68  (feet)  COMP
 RN0780  MODELED GRAV-     980,666.7   (mgal)                       NAVD 88
 RN0780
 RN0780  HORZ ORDER  -  THIRD
 RN0780  VERT ORDER  -  SECOND    CLASS 0
 RN0780
 RN0780.The horizontal coordinates were established by classical geodetic methods
 RN0780.and adjusted by the National Geodetic Survey in March 1999..
 RN0780.No horizontal observational check was made to the station.
 RN0780
 RN0780.The orthometric height was determined by differential leveling
 RN0780.and adjusted by the National Geodetic Survey in June 1991..
 RN0780
 RN0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0780
 RN0780.The geoid height was determined by GEOID03.
 RN0780
 RN0780.The dynamic height is computed by dividing the NAVD 88
 RN0780.geopotential number by the normal gravity value computed on the
 RN0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0780.degrees latitude (g = 980.6199 gals.).
 RN0780
 RN0780.The modeled gravity was interpolated from observed gravity values.
 RN0780
 RN0780;                    North         East     Units Scale Factor Converg.
 RN0780;SPC MN N     -   138,718.080   844,746.509   MT  1.00005031   +0 26 05.4
 RN0780;SPC MN C     -   306,713.854   932,443.233   MT  0.99996192   +1 15 22.5
 RN0780;UTM  15      - 5,188,247.020   537,102.490   MT  0.99961692   +0 21 18.1
 RN0780
 RN0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0780!SPC MN N     -   0.99994074  x   1.00005031  =   0.99999104
 RN0780!SPC MN C     -   0.99994074  x   0.99996192  =   0.99990266
 RN0780!UTM  15      -   0.99994074  x   0.99961692  =   0.99955768
 RN0780
 RN0780                          SUPERSEDED SURVEY CONTROL
 RN0780
 RN0780  NAD 83(1986)-  46 50 48.22459(N)    092 30 48.10936(W) AD(       ) 3
 RN0780  NAD 27      -  46 50 48.43201(N)    092 30 47.40857(W) AD(       ) 3
 RN0780  NGVD 29 (07/19/86)  406.51   (m)         1333.7    (f) LEVELING    3  
 RN0780
 RN0780.Superseded values are not recommended for survey control.
 RN0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0780.See file dsdata.txt to determine how the superseded data were derived.
 RN0780
 RN0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3710288247(NAD 83)
 RN0780_MARKER: DV = VERTICAL CONTROL DISK
 RN0780_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN0780_SP_SET: ROD
 RN0780_STAMPING: 6907 B 1974
 RN0780_MARK LOGO: MNHD  
 RN0780_PROJECTION: FLUSH
 RN0780_MAGNETIC: P = MARKER IS A STEEL PIPE
 RN0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0780_ROD/PIPE-DEPTH:  7.3 meters
 RN0780
 RN0780  HISTORY     - Date     Condition        Report By
 RN0780  HISTORY     - 1974     MONUMENTED       MNHD
 RN0780  HISTORY     - 1974     GOOD             MNDT
 RN0780  HISTORY     - 1979     GOOD             MNDT
 RN0780  HISTORY     - 19790615 GOOD             MNDT
 RN0780  HISTORY     - 20041016 GOOD             GEOCAC
 RN0780  HISTORY     - 20050202 GOOD             MNDT
 RN0780
 RN0780                          STATION DESCRIPTION
 RN0780
 RN0780'DESCRIBED BY MN HIGHWAY DEPT 1974
 RN0780'TO REACH STATION INDU MNHD FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND
 RN0780'TRUNK HIGHWAY 33, NORTH OF CLOQUET, GO WEST ON TRUNK HIGHWAY 2
 RN0780'FOR 2.7 MILES TO STATION INDU MNHD ON THE LEFT AT TRUNK HWY 2 MILEPOST
 RN0780'242.2.
 RN0780'
 RN0780'THE MARK IS A STANDARD MHD VCM DISK STAMPED 6907 B
 RN0780'1974, IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 24 FOOT LONG
 RN0780'DRIVEN COPPER-COATED STEEL ROD.  THE MARK PROJECTS 0.1 FOOT ABOVE
 RN0780'THE SURFACE OF THE GROUND AND IS 100.5 FEET SOUTH OF THE
 RN0780'CENTERLINE OF TRUNK HIGHWAY 2, 38.8 FEET EAST OF A POWER POLE (NO.
 RN0780'24258), 94.8 FEET WEST OF A RIGHT-OF-WAY POST, 1.0 FOOT SOUTH
 RN0780'OF A STEEL WITNESS POST AND 2 FEET ABOVE THE LEVEL OF TRUNK
 RN0780'HIGHWAY 2.
 RN0780
 RN0780                          STATION RECOVERY (1974)
 RN0780
 RN0780'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RN0780'3.45 MI WSW FROM SAGINAW.
 RN0780'THE MARK IS LOCATED 3.0 MILES EAST ALONG TRUNK HIGHWAY 2 FROM THE EAST
 RN0780'END OF BRIDGE NUMBER 5190 (TRUNK HIGHWAY 2 OVER THE BURLINGTON
 RN0780'NORTHERN RAILROAD AND THE ST. LOUIS RIVER) AND IS 2.65 MILES WEST
 RN0780'ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAYS 2 AND 33 AT
 RN0780'SAGINAW.  IT IS AT MILEPOINT 242.15.  IT IS 0.1 MILE WEST OF A UNION
 RN0780'76 SERVICE STATION, 100.5 FEET SOUTH OF THE CENTERLINE OF TRUNK
 RN0780'HIGHWAY 2, 81.0 FEET SOUTHWEST OF MHD TRAVERSE STATION INDU, 97.5 FEET
 RN0780'WEST OF INDU REFERENCE MARK NUMBER 1, 38.8 FEET EAST OF POWER POLE
 RN0780'NUMBER 24258 AND 94.8 FEET WEST OF A RIGHT-OF-WAY POST.  IT IS CRIMPED
 RN0780'ON A 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-COATED STEEL ROD DRIVEN
 RN0780'INTO THE GROUND.  IT PROJECTS 2 INCHES ABOVE THE GROUND, IS ABOUT 2
 RN0780'FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 2 AND 1.0 FEET SOUTH OF A STEEL
 RN0780'WITNESS POST.  NE 1/4 SECTION 5, T 51N, R 17W.
 RN0780
 RN0780                          STATION RECOVERY (1979)
 RN0780
 RN0780'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 RN0780'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS HGZ LINE
 RN0780'23566 AND IS LOCATED ABOUT 2.65 MILES WEST ALONG TRUNK HIGHWAY 2 FROM
 RN0780'ITS JUNCTION WITH TRUNK HIGHWAY 33 AT SAGINAW NEAR TRUNK HIGHWAY 2
 RN0780'MILE POINT 242.15 IN THE NE 1/4 OF SECTION 5, T51N, R17W.  THE MARK IS
 RN0780'101 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY
 RN0780'2, 38.5 FEET EAST OF A POWER POLE, 39 FEET NORTHWEST OF A 15 INCH
 RN0780'BIRCH TREE.
 RN0780'THE MARK IS 1 FT  N FROM A WITNESS POST.
 RN0780
 RN0780                          STATION RECOVERY (1979)
 RN0780
 RN0780'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (DMG)
 RN0780'THE STATION WAS RECOVERED IN GOOD CONDITION ABOUT 2-1/2 MILES
 RN0780'SOUTHWEST OF THE TOWN OF GRAND LAKES, NEAR THE EAST 1/4 CORNER OF
 RN0780'SECTION 5, T50N, R17W, ON THE SOUTH RIGHT-OF-WAY OF TRUNK HIGHWAY 2 AT
 RN0780'MILEPOINT 242.2, AT A FARM ENTRANCE.  TO REACH THE STATION FROM THE
 RN0780'JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 33, NORTH OF CLOQUET, GO
 RN0780'WEST ON TRUNK HIGHWAY 2 FOR 2.7 MILES (4.3 KM) TO AN ENTRANCE AND THE
 RN0780'STATION ON THE LEFT.  THE STATION MARK, A STANDARD MNDT VERTICAL
 RN0780'CONTROL MONUMENT DISK STAMPED---6907 B 1974--- IS CRIMPED ON THE TOP
 RN0780'OF A 5/8 INCH DIAMETER BY 24 FOOT (7.3 M) LONG DRIVEN COPPER COATED
 RN0780'STEEL ROD THAT PROJECTS 0.1 FOOT (3.0 CM) ABOVE THE SURFACE OF THE
 RN0780'GROUND.  THE MARK IS 102 FT (31.1 M) SOUTH OF THE CENTERLINE OF TRUNK
 RN0780'HIGHWAY 2, 95 FT (29.0 M) WEST OF A STEEL RIGHT-OF-WAY POST, 38.6 FT
 RN0780'(11.8 M) EAST OF A POWER POLE, AND 1.1 FT (0.3 M) NORTH OF A STEEL
 RN0780'WITNESS POST.  THIS STATION IS A REFERENCE MARK FOR STATION INDU MNDT.
 RN0780
 RN0780                          STATION RECOVERY (2004)
 RN0780
 RN0780'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 RN0780'RECOVERED IN GOOD CONDITION.
 RN0780
 RN0780                          STATION RECOVERY (2005)
 RN0780
 RN0780'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DJW)
 RN0780'2.5 MILES SOUTHWEST OF GRAND LAKES, AT TRUNK HIGHWAY 2 MILEPOINT
 RN0780'242.2, 2.7 MILES WEST ON TRUNK HIGHWAY 2 FROM TRUNK HIGHWAY 33, 102
 RN0780'FEET SOUTH OF TRUNK HIGHWAY 2, 95 FEET WEST OF RIGHT OF WAY POST, 53
 RN0780'FEET WEST OF ENTRANCE, 38.6 FEET EAST OF POWER POLE, 1.1 FEET NORTH OF
 RN0780'WITNESS POST, 97.50 FEET WEST-NORTHWEST OF INDU REFERENCE MARK 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0779 ***********************************************************************
 RN0779  DESIGNATION -  6907 C
 RN0779  PID         -  RN0779
 RN0779  STATE/COUNTY-  MN/ST LOUIS
 RN0779  USGS QUAD   -  BROOKSTON (1975)
 RN0779
 RN0779                         *CURRENT SURVEY CONTROL
 RN0779  ___________________________________________________________________
 RN0779* NAD 83(1986)-  46 50 48.     (N)    092 31 59.     (W)     SCALED    
 RN0779* NAVD 88     -       402.142  (meters)    1319.36   (feet)  ADJUSTED  
 RN0779  ___________________________________________________________________
 RN0779  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 RN0779  DYNAMIC HT  -         402.168 (meters)    1319.45  (feet)  COMP
 RN0779  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 RN0779
 RN0779  VERT ORDER  -  SECOND    CLASS 0
 RN0779
 RN0779.The horizontal coordinates were scaled from a topographic map and have
 RN0779.an estimated accuracy of +/- 6 seconds.
 RN0779
 RN0779.The orthometric height was determined by differential leveling
 RN0779.and adjusted by the National Geodetic Survey in June 1991..
 RN0779
 RN0779.The geoid height was determined by GEOID03.
 RN0779
 RN0779.The dynamic height is computed by dividing the NAVD 88
 RN0779.geopotential number by the normal gravity value computed on the
 RN0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0779.degrees latitude (g = 980.6199 gals.).
 RN0779
 RN0779.The modeled gravity was interpolated from observed gravity values.
 RN0779
 RN0779;                    North         East    Units  Estimated Accuracy
 RN0779;SPC MN N     -   138,700.      843,250.      MT  (+/- 180 meters Scaled)
 RN0779
 RN0779                          SUPERSEDED SURVEY CONTROL
 RN0779
 RN0779.No superseded survey control is available for this station.
 RN0779
 RN0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM356882(NAD 83)
 RN0779_MARKER: DD = SURVEY DISK
 RN0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0779_STAMPING: 6907 C 1974
 RN0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0779+STABILITY: SURFACE MOTION
 RN0779
 RN0779  HISTORY     - Date     Condition        Report By
 RN0779  HISTORY     - 1974     MONUMENTED       MNDT
 RN0779
 RN0779                          STATION DESCRIPTION
 RN0779
 RN0779'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0779'3.7 MI ESE FROM BROOKSTON.
 RN0779'THE MARK IS LOCATED 2.0 MILES EASTERLY ALONG TRUNK HIGHWAY 2 FROM THE
 RN0779'EAST END OF BRIDGE NUMBER 5190 (TRUNK HIGHWAY 2 OVER THE BURLINGTON
 RN0779'NORTHERN RAILROAD AND THE ST. LOUIS RIVER) AND IS 3.5 MILES WESTERLY
 RN0779'ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAYS 2 AND 33 AT
 RN0779'SAGINAW.  IT IS AT MILEPOINT 241.25.  IT IS 101.5 FEET SOUTH OF THE
 RN0779'CENTERLINE OF TRUNK HIGHWAY 2, 12.0 FEET EAST OF THE CENTER OF
 RN0779'ENTRANCE SOUTH, 59.5 FEET SOUTH OF EAST END OF 18 INCH CORRUGATED
 RN0779'METAL PIPE UNDER ENTRANCE SOUTH, 100.5 FEET NORTH OF NORTHEAST CORNER
 RN0779'OF 1 STORY FRAME GARAGE, 9.0 FEET NORTHWEST OF AN 8 INCH JACK PINE
 RN0779'TREE, AND 0.3 FOOT NORTH OF A EAST-WEST FENCE LINE.  IT IS CRIMPED ON
 RN0779'TOP OF A 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-COATED STEEL ROD
 RN0779'DRIVEN INTO THE GROUND.  IT IS ABOUT 3 FEET BELOW THE LEVEL OF THE
 RN0779'HIGHWAY AND IS 0.3 FEET NORTH OF A STEEL WITNESS POST.  NW 1/4 SECTION
 RN0779'5, T 50N, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1064 ***********************************************************************
 RN1064  DESIGNATION -  6907 D RESET
 RN1064  PID         -  RN1064
 RN1064  STATE/COUNTY-  MN/ST LOUIS
 RN1064  USGS QUAD   -  BROOKSTON (1975)
 RN1064
 RN1064                         *CURRENT SURVEY CONTROL
 RN1064  ___________________________________________________________________
 RN1064* NAD 83(1986)-  46 50 54.     (N)    092 34 30.     (W)     SCALED    
 RN1064* NAVD 88     -       382.92   (meters)    1256.3    (feet)  RESET     
 RN1064  ___________________________________________________________________
 RN1064  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 RN1064
 RN1064  VERT ORDER  -  THIRD
 RN1064
 RN1064.The horizontal coordinates were scaled from a topographic map and have
 RN1064.an estimated accuracy of +/- 6 seconds.
 RN1064
 RN1064.The orthometric height was computed from unverified reset data.
 RN1064
 RN1064.The geoid height was determined by GEOID03.
 RN1064
 RN1064;                    North         East    Units  Estimated Accuracy
 RN1064;SPC MN N     -   138,860.      840,040.      MT  (+/- 180 meters Scaled)
 RN1064
 RN1064                          SUPERSEDED SURVEY CONTROL
 RN1064
 RN1064.No superseded survey control is available for this station.
 RN1064
 RN1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM324883(NAD 83)
 RN1064_MARKER: DD = SURVEY DISK
 RN1064_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RN1064_SP_SET: BRDG HEADWALL
 RN1064_STAMPING: 6907 D 1974 RESET 1977
 RN1064_MARK LOGO: MNDT  
 RN1064_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1064+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 RN1064
 RN1064  HISTORY     - Date     Condition        Report By
 RN1064  HISTORY     - 1977     MONUMENTED       MNDT
 RN1064  HISTORY     - 1979     GOOD             MNDT
 RN1064  HISTORY     - 19990401 GOOD             MNDT
 RN1064
 RN1064                          STATION DESCRIPTION
 RN1064
 RN1064'DESCRIBED BY MN DEPT OF TRANSP 1977
 RN1064'1.8 MI SE FROM BROOKSTON.
 RN1064'1.4 MILES EASTERLY ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK
 RN1064'HIGHWAY 2 AND COUNTY ROAD 31 ( 9.5 MILE SOUTH OF BROOKSTON) AND IS AT
 RN1064'THE SOUTHEAST CORNER OF BRIDGE NUMBER 5190 (TRUNK HIGHWAY 2 OVER THE
 RN1064'BURLINGTON NORTHERN RAALROAD AND AT THE ST LOUIS RIVER), 18.5 FEET
 RN1064'SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 2 AND IN THE SOUTHEAST CORNER
 RN1064'(HEADWALL) OF THE BRIDGE.
 RN1064'THE MARK IS 1.9 FT ABOVE HIGHWAY.
 RN1064
 RN1064                          STATION RECOVERY (1979)
 RN1064
 RN1064'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 RN1064'RECOVERED IN GOOD CONDITION.
 RN1064
 RN1064                          STATION RECOVERY (1999)
 RN1064
 RN1064'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 RN1064'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED MARK IS NOT
 RN1064'MAGNETIC.
 RN1064'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0685 ***********************************************************************
 RN0685  DESIGNATION -  6907 F
 RN0685  PID         -  RN0685
 RN0685  STATE/COUNTY-  MN/ST LOUIS
 RN0685  USGS QUAD   -  BROOKSTON (1975)
 RN0685
 RN0685                         *CURRENT SURVEY CONTROL
 RN0685  ___________________________________________________________________
 RN0685* NAD 83(1986)-  46 51 42.     (N)    092 36 16.     (W)     SCALED    
 RN0685* NAVD 88     -       374.826  (meters)    1229.74   (feet)  ADJUSTED  
 RN0685  ___________________________________________________________________
 RN0685  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 RN0685  DYNAMIC HT  -         374.850 (meters)    1229.82  (feet)  COMP
 RN0685  MODELED GRAV-     980,666.8   (mgal)                       NAVD 88
 RN0685
 RN0685  VERT ORDER  -  SECOND    CLASS 0
 RN0685
 RN0685.The horizontal coordinates were scaled from a topographic map and have
 RN0685.an estimated accuracy of +/- 6 seconds.
 RN0685
 RN0685.The orthometric height was determined by differential leveling
 RN0685.and adjusted by the National Geodetic Survey in June 1991..
 RN0685
 RN0685.The geoid height was determined by GEOID03.
 RN0685
 RN0685.The dynamic height is computed by dividing the NAVD 88
 RN0685.geopotential number by the normal gravity value computed on the
 RN0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0685.degrees latitude (g = 980.6199 gals.).
 RN0685
 RN0685.The modeled gravity was interpolated from observed gravity values.
 RN0685
 RN0685;                    North         East    Units  Estimated Accuracy
 RN0685;SPC MN N     -   140,330.      837,790.      MT  (+/- 180 meters Scaled)
 RN0685
 RN0685                          SUPERSEDED SURVEY CONTROL
 RN0685
 RN0685  NGVD 29 (??/??/92)  374.64   (m)         1229.1    (f) COMPUTED    2 0
 RN0685
 RN0685.Superseded values are not recommended for survey control.
 RN0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0685.See file dsdata.txt to determine how the superseded data were derived.
 RN0685
 RN0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM301898(NAD 83)
 RN0685_MARKER: DD = SURVEY DISK
 RN0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0685_STAMPING: 6907 F 1974
 RN0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0685+STABILITY: SURFACE MOTION
 RN0685
 RN0685  HISTORY     - Date     Condition        Report By
 RN0685  HISTORY     - 1974     MONUMENTED       MNDT
 RN0685
 RN0685                          STATION DESCRIPTION
 RN0685
 RN0685'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0685'IN BROOKSTON.
 RN0685'THE MARK IS LOCATED 0.5 MILE NORTH ALONG COUNTY ROAD 31 FROM THE
 RN0685'JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY 31 AND IS AT THE NORTHEAST END
 RN0685'OF THE COUNTY ROAD 31 BRIDGE OVER STONEY BROOK.  IT IS 12.4 FEET EAST
 RN0685'OF THE CENTERLINE OF COUNTY ROAD 31, 3.2 FEET SOUTH OF THE NORTH END
 RN0685'OF CONCRETE CURB, AND IS 3.0 FEET SOUTH OF CHISELED SQUARE UE 131-C.
 RN0685'IT IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER (CURBING) OF THE
 RN0685'COUNTY ROAD 31 BRIDGE OVER STONEY BROOK.  IT IS 0.7 FOOT ABOVE THE
 RN0685'LEVEL OF COUNTY ROAD 31 AND WAS 7.9 FEET ABOVE THE WATER LEVEL OF
 RN0685'STONEY BROOK ON 7-9-1974.  NE 1/4 SECTION 34, T 51N, R 18W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0687 ***********************************************************************
 RN0687  DESIGNATION -  6907 F 1
 RN0687  PID         -  RN0687
 RN0687  STATE/COUNTY-  MN/ST LOUIS
 RN0687  USGS QUAD   -  BROOKSTON (1975)
 RN0687
 RN0687                         *CURRENT SURVEY CONTROL
 RN0687  ___________________________________________________________________
 RN0687* NAD 83(1986)-  46 52 09.     (N)    092 36 10.     (W)     SCALED    
 RN0687* NAVD 88     -       375.197  (meters)    1230.96   (feet)  ADJUSTED  
 RN0687  ___________________________________________________________________
 RN0687  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 RN0687  DYNAMIC HT  -         375.221 (meters)    1231.04  (feet)  COMP
 RN0687  MODELED GRAV-     980,667.6   (mgal)                       NAVD 88
 RN0687
 RN0687  VERT ORDER  -  SECOND    CLASS 0
 RN0687
 RN0687.The horizontal coordinates were scaled from a topographic map and have
 RN0687.an estimated accuracy of +/- 6 seconds.
 RN0687
 RN0687.The orthometric height was determined by differential leveling
 RN0687.and adjusted by the National Geodetic Survey in June 1991..
 RN0687
 RN0687.The geoid height was determined by GEOID03.
 RN0687
 RN0687.The dynamic height is computed by dividing the NAVD 88
 RN0687.geopotential number by the normal gravity value computed on the
 RN0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0687.degrees latitude (g = 980.6199 gals.).
 RN0687
 RN0687.The modeled gravity was interpolated from observed gravity values.
 RN0687
 RN0687;                    North         East    Units  Estimated Accuracy
 RN0687;SPC MN N     -   141,160.      837,910.      MT  (+/- 180 meters Scaled)
 RN0687
 RN0687                          SUPERSEDED SURVEY CONTROL
 RN0687
 RN0687  NGVD 29 (??/??/92)  375.02   (m)         1230.4    (f) COMPUTED    2 0
 RN0687
 RN0687.Superseded values are not recommended for survey control.
 RN0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0687.See file dsdata.txt to determine how the superseded data were derived.
 RN0687
 RN0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM302907(NAD 83)
 RN0687_MARKER: DD = SURVEY DISK
 RN0687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0687_SP_SET: ABUTMENT
 RN0687_STAMPING: 6907 F1 1974
 RN0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0687
 RN0687  HISTORY     - Date     Condition        Report By
 RN0687  HISTORY     - 1974     MONUMENTED       MNDT
 RN0687
 RN0687                          STATION DESCRIPTION
 RN0687
 RN0687'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0687'IN BROOKSTON.
 RN0687'THE MARK IS LOCATED 1.05 MILE NORTH ALONG COUNTY 31 FROM ITS JUNCTION
 RN0687'WITH TRUNK HIGHWAY 2 (1/2 MILE SOUTH OF BROOKSTON) AND IS SET IN THE
 RN0687'SOUTHEAST CORNER OF THE COUNTY ROAD 31 BRIDGE OVER THE ST. LOUIS
 RN0687'RIVER.  IT IS 11.8 FEET EAST OF THE CENTERLINE AND IS 0.5 FEET ABOVE
 RN0687'THE LEVEL OF COUNTY ROAD 31.  IT IS SET IN A DRILL HOLE IN THE
 RN0687'CONCRETE ABUTMENT.  SE 1/4 SECTION 27, T 51N, R18W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0767 ***********************************************************************
 RN0767  DESIGNATION -  6907 G
 RN0767  PID         -  RN0767
 RN0767  STATE/COUNTY-  MN/ST LOUIS
 RN0767  USGS QUAD   -  BROOKSTON (1975)
 RN0767
 RN0767                         *CURRENT SURVEY CONTROL
 RN0767  ___________________________________________________________________
 RN0767* NAD 83(1986)-  46 51 15.     (N)    092 36 24.     (W)     SCALED    
 RN0767* NAVD 88     -       378.447  (meters)    1241.62   (feet)  ADJUSTED  
 RN0767  ___________________________________________________________________
 RN0767  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 RN0767  DYNAMIC HT  -         378.471 (meters)    1241.70  (feet)  COMP
 RN0767  MODELED GRAV-     980,665.8   (mgal)                       NAVD 88
 RN0767
 RN0767  VERT ORDER  -  SECOND    CLASS 0
 RN0767
 RN0767.The horizontal coordinates were scaled from a topographic map and have
 RN0767.an estimated accuracy of +/- 6 seconds.
 RN0767
 RN0767.The orthometric height was determined by differential leveling
 RN0767.and adjusted by the National Geodetic Survey in June 1991..
 RN0767
 RN0767.The geoid height was determined by GEOID03.
 RN0767
 RN0767.The dynamic height is computed by dividing the NAVD 88
 RN0767.geopotential number by the normal gravity value computed on the
 RN0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0767.degrees latitude (g = 980.6199 gals.).
 RN0767
 RN0767.The modeled gravity was interpolated from observed gravity values.
 RN0767
 RN0767;                    North         East    Units  Estimated Accuracy
 RN0767;SPC MN N     -   139,500.      837,620.      MT  (+/- 180 meters Scaled)
 RN0767
 RN0767                          SUPERSEDED SURVEY CONTROL
 RN0767
 RN0767.No superseded survey control is available for this station.
 RN0767
 RN0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM299890(NAD 83)
 RN0767_MARKER: DD = SURVEY DISK
 RN0767_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0767_SP_SET: BRIDGE
 RN0767_STAMPING: 6907 G 1974
 RN0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0767
 RN0767  HISTORY     - Date     Condition        Report By
 RN0767  HISTORY     - 1974     MONUMENTED       MNDT
 RN0767
 RN0767                          STATION DESCRIPTION
 RN0767
 RN0767'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0767'0.5 MI S FROM BROOKSTON.
 RN0767'THE MARK IS LOCATED 0.15 MILES WEST ALONG TRUNK HIGHWAY 2 FROM THE
 RN0767'JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 31 (1/2 MILE SOUTH OF
 RN0767'BROOKSTON), 11.8 MILES SOUTHEAST AND EAST ALONG TRUNK HIGHWAY 2 FROM
 RN0767'THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 86 AT GOWAN, AND 16.75
 RN0767'MILES SOUTHEAST AND EAST ALONG TRUNK HIGHWAY 2 FROM THE EAST JUNCTION
 RN0767'OF TRUNK HIGHWAYS 2 AND 73 AT FLOODWOOD.  IT IS AT MILEPOINT 237.75.
 RN0767'IT IS 16.9 FEET SOUTH OF A CENTERLINE OF TRUNK  HIGHWAY 2 AND IS SET
 RN0767'IN A DRILL HOLE IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 5192 (TRUNK
 RN0767'HIGHWAY 2 OVER STONEY BROOK).  IT IS ABOUT 0.5 FOOT ABOVE THE LEVEL OF
 RN0767'THE HIGHWAY.  NE 1/4 SECTION 3, T 50N, R 18W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0766 ***********************************************************************
 RN0766  DESIGNATION -  6907 H
 RN0766  PID         -  RN0766
 RN0766  STATE/COUNTY-  MN/ST LOUIS
 RN0766  USGS QUAD   -  BROOKSTON (1975)
 RN0766
 RN0766                         *CURRENT SURVEY CONTROL
 RN0766  ___________________________________________________________________
 RN0766* NAD 83(1986)-  46 51 18.     (N)    092 37 07.     (W)     SCALED    
 RN0766* NAVD 88     -       381.414  (meters)    1251.36   (feet)  ADJUSTED  
 RN0766  ___________________________________________________________________
 RN0766  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 RN0766  DYNAMIC HT  -         381.438 (meters)    1251.43  (feet)  COMP
 RN0766  MODELED GRAV-     980,665.2   (mgal)                       NAVD 88
 RN0766
 RN0766  VERT ORDER  -  SECOND    CLASS 0
 RN0766
 RN0766.The horizontal coordinates were scaled from a topographic map and have
 RN0766.an estimated accuracy of +/- 6 seconds.
 RN0766
 RN0766.The orthometric height was determined by differential leveling
 RN0766.and adjusted by the National Geodetic Survey in June 1991..
 RN0766
 RN0766.The geoid height was determined by GEOID03.
 RN0766
 RN0766.The dynamic height is computed by dividing the NAVD 88
 RN0766.geopotential number by the normal gravity value computed on the
 RN0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0766.degrees latitude (g = 980.6199 gals.).
 RN0766
 RN0766.The modeled gravity was interpolated from observed gravity values.
 RN0766
 RN0766;                    North         East    Units  Estimated Accuracy
 RN0766;SPC MN N     -   139,580.      836,710.      MT  (+/- 180 meters Scaled)
 RN0766
 RN0766                          SUPERSEDED SURVEY CONTROL
 RN0766
 RN0766.No superseded survey control is available for this station.
 RN0766
 RN0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM290891(NAD 83)
 RN0766_MARKER: DD = SURVEY DISK
 RN0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0766_STAMPING: 6907 H 1974
 RN0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0766+STABILITY: SURFACE MOTION
 RN0766
 RN0766  HISTORY     - Date     Condition        Report By
 RN0766  HISTORY     - 1974     MONUMENTED       MNDT
 RN0766  HISTORY     - 1979     GOOD             MNDT
 RN0766
 RN0766                          STATION DESCRIPTION
 RN0766
 RN0766'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0766'0.8 MI SW FROM BROOKSTON.
 RN0766'THE MARK IS LOCATED 11.25 MILES SOUTHEAST AND EAST ALONG TRUNK HIGHWAY
 RN0766'2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 86 AT GOWAN,
 RN0766'16.2 MILES SOUTHEAST AND EAST ALONG TRUNK HIGHWAY 2 FROM THE EAST
 RN0766'JUNCTION OF TRUNK HIGHWAYS 2 AND 73 AT FLOODWOOD, AND IS 0.7 MILE WEST
 RN0766'ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY
 RN0766'ROAD 31 (1/2 MILE SOUTH OF BROOKSTON).  IT IS AT MILEPOINT 237.2. IT
 RN0766'IS 29.7 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 2 AND IS SET IN
 RN0766'A DRILL HOLE IN THE NORTHWEST CORNER (HEADWALL) OF A 12 FOOT WIDE BY
 RN0766'12 FOOT DEEP BOX CULVERT UNDER TRUNK HIGHWAY 2.  IT IS 5 FEET BELOW
 RN0766'THE LEVEL OF THE HIGHWAY.  SE 1/2 SECTION 33, T 51N., R 18W.
 RN0766
 RN0766                          STATION RECOVERY (1979)
 RN0766
 RN0766'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 RN0766'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS HGZ LINE
 RN0766'23566 AND IS LOCATED ABOUT 0.7 MILE WEST ALONG TRUNK HIGHWAY 2 FROM
 RN0766'ITS JUNCTION WITH COUNTY ROAD 31 JUST SOUTH OF BROOKSTON NEAR TRUNK
 RN0766'HIGHWAY 2 MILE POINT 237.2 IN THE SE 1/4 OF SECTION 33, T51N, R18W.
 RN0766'THE MARK IS 29.7 FEET NORTH OF AND ABOUT 5 FEET LOWER THAN THE
 RN0766'CENTERLINE OF TRUNK HIGHWAY 2 IN THE HEADWALL IN THE NORTHWEST CORNER
 RN0766'OF THE 12 FOOT SQUARE CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0758 ***********************************************************************
 RN0758  DESIGNATION -  6907 J
 RN0758  PID         -  RN0758
 RN0758  STATE/COUNTY-  MN/ST LOUIS
 RN0758  USGS QUAD   -  MARTIN LAKE (1975)
 RN0758
 RN0758                         *CURRENT SURVEY CONTROL
 RN0758  ___________________________________________________________________
 RN0758* NAD 83(1986)-  46 51 18.     (N)    092 40 07.     (W)     SCALED    
 RN0758* NAVD 88     -       401.867  (meters)    1318.46   (feet)  ADJUSTED  
 RN0758  ___________________________________________________________________
 RN0758  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 RN0758  DYNAMIC HT  -         401.891 (meters)    1318.54  (feet)  COMP
 RN0758  MODELED GRAV-     980,662.0   (mgal)                       NAVD 88
 RN0758
 RN0758  VERT ORDER  -  SECOND    CLASS 0
 RN0758
 RN0758.The horizontal coordinates were scaled from a topographic map and have
 RN0758.an estimated accuracy of +/- 6 seconds.
 RN0758
 RN0758.The orthometric height was determined by differential leveling
 RN0758.and adjusted by the National Geodetic Survey in June 1991..
 RN0758.WARNING-Repeat measurements at this control monument indicate possible
 RN0758.vertical movement.
 RN0758
 RN0758.The geoid height was determined by GEOID03.
 RN0758
 RN0758.The dynamic height is computed by dividing the NAVD 88
 RN0758.geopotential number by the normal gravity value computed on the
 RN0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0758.degrees latitude (g = 980.6199 gals.).
 RN0758
 RN0758.The modeled gravity was interpolated from observed gravity values.
 RN0758
 RN0758;                    North         East    Units  Estimated Accuracy
 RN0758;SPC MN N     -   139,560.      832,900.      MT  (+/- 180 meters Scaled)
 RN0758
 RN0758                          SUPERSEDED SURVEY CONTROL
 RN0758
 RN0758.No superseded survey control is available for this station.
 RN0758
 RN0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM252891(NAD 83)
 RN0758_MARKER: DD = SURVEY DISK
 RN0758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0758_SP_SET: CULVERT
 RN0758_STAMPING: 6907 J 1974
 RN0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0758
 RN0758  HISTORY     - Date     Condition        Report By
 RN0758  HISTORY     - 1974     MONUMENTED       MNDT
 RN0758  HISTORY     - 1979     GOOD             MNDT
 RN0758
 RN0758                          STATION DESCRIPTION
 RN0758
 RN0758'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0758'3.2 MI WSW FROM BROOKSTON.
 RN0758'THE MARK IS LOCATED 8.85 MILES SOUTHEAST AND EAST ALONG TRUNK HIGHWAY
 RN0758'2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 86 AT GOWAN,
 RN0758'13.8 MILES SOUTHEAST AND EAST ALONG TRUNK HIGHWAY 2 FROM THE EAST
 RN0758'JUNCTION OF TRUNK HIGHWAYS 2 AND 73 AT FLOODWOOD, AND IS 3.1 MILES
 RN0758'WEST ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND
 RN0758'COUNTY ROAD 31 (1/2 MILE SOUTH OF BROOKSTON).  IT IS AT MILEPOINT
 RN0758'234.75.  IT IS 26.7 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 2
 RN0758'AND IS 85.0 FEET EAST OF THE CENTER OF A TOWNSHIP ROAD SOUTH.  IT IS
 RN0758'SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 5 FOOT BY 8 FOOT BOX
 RN0758'CULVERT UNDER TRUNK HIGHWAY 2.  IT IS ABOUT 5 FEET BELOW THE LEVEL OF
 RN0758'TRUNK HIGHWAY 2.  NE 1/4 SECTION 6, T 50N, R 18W.
 RN0758
 RN0758                          STATION RECOVERY (1979)
 RN0758
 RN0758'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 RN0758'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS HGZ LINE
 RN0758'23566 AND IS LOCATED ABOUT 3.1 MILES WEST ALONG TRUNK HIGHWAY 2 FROM
 RN0758'ITS JUNCTION WITH COUNTY ROAD 31 JUST SOUTH OF BROOKSTON NEAR TRUNK
 RN0758'HIGHWAY 2 MILE POINT 234.75 IN THE NE 1/4 OF SECTION 6, T50N, R18W.
 RN0758'THE MARK IS 26.7 FEET SOUTH OF AND ABOUT 5 FEET LOWER THAN THE
 RN0758'CENTERLINE OF TRUNK HIGHWAY 2 AND 85 FEET EAST OF THE CENTER OF A
 RN0758'TOWNSHIP ROAD TO THE SOUTH, IN THE SOUTHEAST CORNER OF A 5 FOOT BY 8
 RN0758'FOOT BOX CULVERT UNDER TRUNK HIGHWAY 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0753 ***********************************************************************
 RN0753  DESIGNATION -  6907 K
 RN0753  PID         -  RN0753
 RN0753  STATE/COUNTY-  MN/ST LOUIS
 RN0753  USGS QUAD   -  MARTIN LAKE (1975)
 RN0753
 RN0753                         *CURRENT SURVEY CONTROL
 RN0753  ___________________________________________________________________
 RN0753* NAD 83(1996)-  46 51 19.09184(N)    092 41 55.80707(W)     ADJUSTED  
 RN0753* NAVD 88     -       416.695  (meters)    1367.11   (feet)  ADJUSTED  
 RN0753  ___________________________________________________________________
 RN0753  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 RN0753  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 RN0753  DYNAMIC HT  -         416.719 (meters)    1367.19  (feet)  COMP
 RN0753  MODELED GRAV-     980,660.7   (mgal)                       NAVD 88
 RN0753
 RN0753  HORZ ORDER  -  THIRD
 RN0753  VERT ORDER  -  SECOND    CLASS 0
 RN0753
 RN0753.The horizontal coordinates were established by classical geodetic methods
 RN0753.and adjusted by the National Geodetic Survey in March 1999..
 RN0753.No horizontal observational check was made to the station.
 RN0753
 RN0753.The orthometric height was determined by differential leveling
 RN0753.and adjusted by the National Geodetic Survey in June 1991..
 RN0753
 RN0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0753
 RN0753.The geoid height was determined by GEOID03.
 RN0753
 RN0753.The dynamic height is computed by dividing the NAVD 88
 RN0753.geopotential number by the normal gravity value computed on the
 RN0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0753.degrees latitude (g = 980.6199 gals.).
 RN0753
 RN0753.The modeled gravity was interpolated from observed gravity values.
 RN0753
 RN0753;                    North         East     Units Scale Factor Converg.
 RN0753;SPC MN N     -   139,580.724   830,594.579   MT  1.00004777   +0 17 50.5
 RN0753;SPC MN C     -   307,373.058   918,281.596   MT  0.99996327   +1 07 19.5
 RN0753;UTM  15      - 5,189,128.717   522,957.953   MT  0.99960648   +0 13 11.1
 RN0753
 RN0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0753!SPC MN N     -   0.99993920  x   1.00004777  =   0.99998697
 RN0753!SPC MN C     -   0.99993920  x   0.99996327  =   0.99990247
 RN0753!UTM  15      -   0.99993920  x   0.99960648  =   0.99954570
 RN0753
 RN0753                          SUPERSEDED SURVEY CONTROL
 RN0753
 RN0753  NAD 83(1986)-  46 51 19.08507(N)    092 41 55.80880(W) AD(       ) 3
 RN0753  NAD 27      -  46 51 19.28256(N)    092 41 55.10607(W) AD(       ) 3
 RN0753  NGVD 29 (07/19/86)  416.40   (m)         1366.1    (f) LEVELING    3  
 RN0753
 RN0753.Superseded values are not recommended for survey control.
 RN0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0753.See file dsdata.txt to determine how the superseded data were derived.
 RN0753
 RN0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2295889129(NAD 83)
 RN0753_MARKER: DV = VERTICAL CONTROL DISK
 RN0753_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN0753_SP_SET: ROD
 RN0753_STAMPING: 6907 K 1974
 RN0753_MARK LOGO: MNHD  
 RN0753_PROJECTION: FLUSH
 RN0753_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0753+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 RN0753_ROD/PIPE-DEPTH:  4.9 meters
 RN0753
 RN0753  HISTORY     - Date     Condition        Report By
 RN0753  HISTORY     - 1974     MONUMENTED       MNHD
 RN0753  HISTORY     - 1974     GOOD             MNDT
 RN0753  HISTORY     - 1979     GOOD             MNDT
 RN0753  HISTORY     - 19810520 GOOD             MNDT
 RN0753  HISTORY     - 20050201 GOOD             MNDT
 RN0753
 RN0753                          STATION DESCRIPTION
 RN0753
 RN0753'DESCRIBED BY MN HIGHWAY DEPT 1974
 RN0753'TO REACH STATION ENG MNHD FROM THE INTERSECTION OF TRUNK HIGHWAY 2 AND
 RN0753'COUNTY ROAD 31, SOUTH OF BROOKSTON, GO WEST ON TRUNK HIGHWAY 2 FOR
 RN0753'4.6 MILES TO STATION ENG MNHD ON THE LEFT.
 RN0753'
 RN0753'THE MARK IS A STANDARD MHD VCM DISK STAMPED 6907 K
 RN0753'1974, IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 16 FOOT LONG
 RN0753'DRIVEN COPPER-COATED STEEL ROD.  THE MARK PROJECTS 0.1 FOOT ABOVE
 RN0753'THE SURFACE OF THE GROUND AND IS 103.5 FEET NORTH OF THE
 RN0753'CENTERLINE OF TRUNK HIGHWAY 2, 5.7 FEET WEST-SOUTHWEST OF A POWER
 RN0753'POLE (NO. 11736) WITH A METER AND YARD LIGHT, 3.6 FEET
 RN0753'EAST OF A STEEL WITNESS POST, AND ABOUT 10 FEET ABOVE THE LEVEL
 RN0753'OF TRUNK HIGHWAY 2.
 RN0753
 RN0753                          STATION RECOVERY (1974)
 RN0753
 RN0753'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RN0753'3.4 MI ESE FROM PAUPORES.
 RN0753'THE MARK IS LOCATED NEAR THE ARROWHEAD TOWN HALL WHICH IS 7.45 MILES
 RN0753'AND 12.4 MILES RESPECTIVELY SOUTHEASTERLY ALONG TRUNK HIGHWAY 2 FROM
 RN0753'ITS JUNCTION WITH COUNTY ROAD 86 AT GOWAN AND TRUNK HIGHWAY 73 AT
 RN0753'FLOODWOOD AND IS 4.5 MILES WEST ALONG TRUNK HIGHWAY 2 FROM ITS
 RN0753'JUNCTION WITH COUNTY ROAD 31 (1/2 MILE SOUTH OF BROOKSTON).  IT IS
 RN0753'103.5 FEET NORTH AND 10 FEET LOWER THAN THE CENTERLINE OF THE HIGHWAY
 RN0753'AT MILEPOINT 233.4, 175.4 NORTHWEST OF MHD TRAVERSE STATION ENG.  5.7
 RN0753'FEET WEST-SOUTHWEST OF POWER POLE NUMBER 11736 (WITH METER AND YARD
 RN0753'LIGHT) AND IS EAST OF ARROWHEAD TOWN HALL.  IT IS CRIMPED TO THE TOP
 RN0753'OF A 5/8 INCH DIAMETER BY 16 FOOT LONG COPPER-COATED STEEL ROD DRIVEN
 RN0753'INTO THE GROUND.  IT PROJECTS 2 INCHES ABOVE THE GROUND AND IS 3.6
 RN0753'FEET EAST OF A STEEL WITNESS POST.  SW 1/4 SECTION 36, T 51N, R 19W.
 RN0753
 RN0753                          STATION RECOVERY (1979)
 RN0753
 RN0753'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 RN0753'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS HGZ LINE
 RN0753'23566 AND IS LOCATED ABOUT 1 MILE SOUTH ALONG COUNTY ROAD 31 FROM ITS
 RN0753'RAILROAD CROSSING IN BROOKSTON, THENCE 4.5 MILES WEST ALONG TRUNK
 RN0753'HIGHWAY 2.  IT IS ALSO 0.85 MILE WEST OF COUNTY ROAD 848 OR 0.15 MILE
 RN0753'EAST OF COUNTY ROAD 847 IN THE SW 1/4 OF SECTION 36, T51N, R19W.  THE
 RN0753'MARK IS 103.5 FEET NORTH OF AND ABOUT 10 FEET HIGHER THAN THE
 RN0753'CENTERLINE OF TRUNK HIGHWAY 2, 3.2 FEET EAST OF THE SOUTHEAST CORNER
 RN0753'OF THE 1-STORY FRAME ARROWHEAD TOWN HALL BUILDING, 5.7 FEET
 RN0753'WEST-SOUTHWEST OF POWER POLE NUMBER 11736 WITH A METER AND YARD LIGHT
 RN0753'ON IT, 175.1 FEET NORTHWEST OF STATION ENG, 162.4 FEET WEST-NORTHWEST
 RN0753'OF ENG RM 1 MNDT.
 RN0753'THE MARK IS 3.6 FT  E FROM A WITNESS POST.
 RN0753
 RN0753                          STATION RECOVERY (1981)
 RN0753
 RN0753'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (DMG)
 RN0753'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 RN0753'DESCRIPTION FOR STATION ENG MNDT IN 1974.  A COMPLETE DESCRIPTION
 RN0753'FOLLOWS.  THE STATION IS LOCATED ABOUT 4-3/4 MILES WEST-SOUTHWEST OF
 RN0753'THE TOWN OF BROOKSTON, NEAR THE SOUTHWEST CORNER OF SECTION 36, T51N,
 RN0753'R19W, ON THE NORTH RIGHT-OF-WAY OF TRUNK HIGHWAY 2 AT MILEPOINT
 RN0753'233.35.  TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND
 RN0753'COUNTY ROAD 31, SOUTH OF BROOKSTON, GO WEST ON TRUNK HIGHWAY 2 FOR 4.6
 RN0753'MILES (7.4 KM) TO THE MARK ON THE RIGHT.  THE STATION MARK, A STANDARD
 RN0753'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---6907 K 1974---, IS
 RN0753'CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 16 FOOT (4.9 M) LONG
 RN0753'DRIVEN COPPER COATED STEEL ROD THAT PROJECTS 0.1 FOOT (3.0 CM) ABOVE
 RN0753'THE SURFACE OF THE GROUND.  THE MARK IS 103.5 FT (31.5 M) NORTH OF THE
 RN0753'CENTERLINE OF TRUNK HIGHWAY 2, 5.7 FT (1.7 M) WEST-SOUTHWEST OF POWER
 RN0753'POLE NUMBER 11736 WITH A METER AND YARD LIGHT, 3.2 FT (1.0 M) EAST OF
 RN0753'THE SOUTHEAST CORNER OF A TOWN HALL, AND 3.6 FT (1.1 M) EAST OF A
 RN0753'STEEL WITNESS POST.  THIS STATION IS REFERENCE MARK NUMBER 2 FOR
 RN0753'STATION ENS MNDT.
 RN0753
 RN0753                          STATION RECOVERY (2005)
 RN0753
 RN0753'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DJW)
 RN0753'4.4 MILES WEST-SOUTHWEST OF BROOKSTON, 0.85 MILES WEST ON TRUNK
 RN0753'HIGHWAY 2 FROM COUNTY ROAD 848, 0.15 MILES WEST ON TRUNK HIGHWAY 2
 RN0753'FROM COUNTY ROAD 847, 103.5 FEET NORTH OF TRUNK HIGHWAY 2, 21 FEET
 RN0753'SOUTH-SOUTHWEST OF POWER POLE, 3.2 FEET EAST OF SOUTHEAST CORNER OF
 RN0753'TOWN HALL BUILDING, 175.1 FEET NORTHWEST OF STATION ENG MNDT, 162.4
 RN0753'FEET WEST-NORTHWEST OF ENG REFERENCE MARK 1, 3.6 FEET EAST OF WITNESS
 RN0753'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0750 ***********************************************************************
 RN0750  DESIGNATION -  6907 L
 RN0750  PID         -  RN0750
 RN0750  STATE/COUNTY-  MN/ST LOUIS
 RN0750  USGS QUAD   -  MARTIN LAKE (1975)
 RN0750
 RN0750                         *CURRENT SURVEY CONTROL
 RN0750  ___________________________________________________________________
 RN0750* NAD 83(1996)-  46 51 14.13912(N)    092 44 25.98890(W)     ADJUSTED  
 RN0750* NAVD 88     -       408.899  (meters)    1341.53   (feet)  ADJUSTED  
 RN0750  ___________________________________________________________________
 RN0750  X           -    -208,935.585 (meters)                     COMP
 RN0750  Y           -  -4,364,812.007 (meters)                     COMP
 RN0750  Z           -   4,630,952.173 (meters)                     COMP
 RN0750  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 RN0750  ELLIP HEIGHT-         380.12  (meters)          (01/28/04) GPS OBS
 RN0750  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 RN0750  DYNAMIC HT  -         408.923 (meters)    1341.61  (feet)  COMP
 RN0750  MODELED GRAV-     980,659.9   (mgal)                       NAVD 88
 RN0750
 RN0750  HORZ ORDER  -  FIRST
 RN0750  VERT ORDER  -  SECOND    CLASS 0
 RN0750  ELLP ORDER  -  THIRD     CLASS II
 RN0750
 RN0750.The horizontal coordinates were established by GPS observations
 RN0750.and adjusted by the MN DEPT OF TRANSP in January 2004..
 RN0750
 RN0750.The orthometric height was determined by differential leveling
 RN0750.and adjusted by the National Geodetic Survey in June 1991..
 RN0750
 RN0750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN0750
 RN0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0750
 RN0750.The ellipsoidal height was determined by GPS observations
 RN0750.and is referenced to NAD 83.
 RN0750
 RN0750.The geoid height was determined by GEOID03.
 RN0750
 RN0750.The dynamic height is computed by dividing the NAVD 88
 RN0750.geopotential number by the normal gravity value computed on the
 RN0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0750.degrees latitude (g = 980.6199 gals.).
 RN0750
 RN0750.The modeled gravity was interpolated from observed gravity values.
 RN0750
 RN0750;                    North         East     Units Scale Factor Converg.
 RN0750;SPC MN N     -   139,412.125   827,413.780   MT  1.00004818   +0 15 59.1
 RN0750;UTM  15      - 5,188,964.487   519,778.336   MT  0.99960481   +0 11 21.5
 RN0750
 RN0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0750!SPC MN N     -   0.99994042  x   1.00004818  =   0.99998860
 RN0750!UTM  15      -   0.99994042  x   0.99960481  =   0.99954525
 RN0750
 RN0750                          SUPERSEDED SURVEY CONTROL
 RN0750
 RN0750  NAVD 88 (01/28/04)  408.90   (m)         1341.5    (f) LEVELING    3  
 RN0750
 RN0750.Superseded values are not recommended for survey control.
 RN0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0750.See file dsdata.txt to determine how the superseded data were derived.
 RN0750
 RN0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1977888964(NAD 83)
 RN0750_MARKER: DV = VERTICAL CONTROL DISK
 RN0750_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RN0750+WITH SETTING: INFORMATION.
 RN0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0750_STAMPING: 6907 L 1974
 RN0750_MARK LOGO: MNHD  
 RN0750_PROJECTION: FLUSH
 RN0750_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN0750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0750+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 RN0750_ROD/PIPE-DEPTH:  2.4 meters
 RN0750
 RN0750  HISTORY     - Date     Condition        Report By
 RN0750  HISTORY     - 1974     MONUMENTED       MNHD
 RN0750  HISTORY     - 20010829 GOOD             MNDT
 RN0750  HISTORY     - 20050201 GOOD             MNDT
 RN0750
 RN0750                          STATION DESCRIPTION
 RN0750
 RN0750'DESCRIBED BY MN HIGHWAY DEPT 1974
 RN0750'1.7 MI SE FROM PAUPORES.
 RN0750'THE MARK IS LOCATED 5.5 AND 10.45 MILES RESPECTIVELY SOUTHEAST ALONG
 RN0750'TRUNK HIGHWAY 2 FROM ITS JUNCTION WITH COUNTY ROAD 86 AT GOWAN AND
 RN0750'TRUNK HIGHWAY 73 AT FLOODWOOD, AND IS 6.5 MILES WEST ALONG TRUNK
 RN0750'HIGHWAY 2 FROM THE JUNCTION OF COUNTY ROAD 31 (1/2 MILE SOUTH OF
 RN0750'BROOKSTON).  IT IS 110.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY
 RN0750'AT MILE POINT 231.4, 31.6 FEET NORTHEAST OF A POWER POLE ON AN
 RN0750'EAST-WEST POWER LINE, 15.0 FEET EAST OF EAST EDGE OF A SMALL HAY FIELD
 RN0750'AND 21.0 FEET SOUTHWEST OF A 10 INCH POPLAR TREE.  IT IS CRIMPED ON
 RN0750'TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG COPPER-COATED STEEL ROD
 RN0750'DRIVEN INTO THE GROUND.  IT PROJECTS 2 INCHES ABOVE THE GROUND AND IS
 RN0750'0.8 FOOT SOUTHWEST OF A STEEL WITNESS POST.  SW 1/4 SECTION 34, T 51N,
 RN0750'R 19W.
 RN0750
 RN0750                          STATION RECOVERY (2001)
 RN0750
 RN0750'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 RN0750'1.7 MILES SOUTHEAST OF PAUPORES, 6.5 MILES WEST ON TRUNK HIGHWAY 2
 RN0750'FROM JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 31, 110.0 FEET NORTH
 RN0750'OF TRUNK HIGHWAY 2, AT TRUNK HIGHWAY 2 MILEPOINT 231.35, 31.6 FEET
 RN0750'NORTHEAST OF POWER POLE, 15.0 FEET EAST OF EAST EDGE OF HAY FIELD,
 RN0750'21.0 FEET SOUTHWEST OF 10 INCH POPLAR TREE, 0.8 FEET SOUTHWEST OF
 RN0750'WITNESS POST.
 RN0750
 RN0750                          STATION RECOVERY (2005)
 RN0750
 RN0750'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DJW)
 RN0750'1.7 MILES SOUTHEAST OF PAUPORES, 6.5 MILES WEST ON TRUNK HIGHWAY 2
 RN0750'FROM JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 31, AT TRUNK HIGHWAY
 RN0750'2 MILEPOINT 231.38, 110.0 FEET NORTH OF TRUNK HIGHWAY 2, 71.0 FEET
 RN0750'WEST-NORTHWEST OF POWER POLE, 9.5 FEET NORTH OF BARBED WIRE FENCE, 0.8
 RN0750'FEET SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1820 ***********************************************************************
 RN1820  DESIGNATION -  6907 M RESET
 RN1820  PID         -  RN1820
 RN1820  STATE/COUNTY-  MN/ST LOUIS
 RN1820  USGS QUAD   -  GOWAN (1981)
 RN1820
 RN1820                         *CURRENT SURVEY CONTROL
 RN1820  ___________________________________________________________________
 RN1820* NAD 83(1986)-  46 51 10.     (N)    092 45 49.     (W)     SCALED    
 RN1820* NAVD 88     -       393.94   (meters)    1292.5    (feet)  RESET     
 RN1820  ___________________________________________________________________
 RN1820  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 RN1820
 RN1820  VERT ORDER  -  THIRD
 RN1820
 RN1820.The horizontal coordinates were scaled from a topographic map and have
 RN1820.an estimated accuracy of +/- 6 seconds.
 RN1820
 RN1820.The orthometric height was computed from unverified reset data.
 RN1820.No vertical observational check was made to the station.
 RN1820
 RN1820.The geoid height was determined by GEOID03.
 RN1820
 RN1820;                    North         East    Units  Estimated Accuracy
 RN1820;SPC MN N     -   139,280.      825,660.      MT  (+/- 180 meters Scaled)
 RN1820
 RN1820                          SUPERSEDED SURVEY CONTROL
 RN1820
 RN1820.No superseded survey control is available for this station.
 RN1820
 RN1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM180888(NAD 83)
 RN1820_MARKER: DD = SURVEY DISK
 RN1820_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RN1820_SP_SET: CULVERT HEADWALL
 RN1820_STAMPING: 6907M 1974 RESET 1978
 RN1820_MARK LOGO: MNDT  
 RN1820_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1820+STABILITY: SURFACE MOTION
 RN1820
 RN1820  HISTORY     - Date     Condition        Report By
 RN1820  HISTORY     - 1978     MONUMENTED       MNDT
 RN1820
 RN1820                          STATION DESCRIPTION
 RN1820
 RN1820'DESCRIBED BY MN DEPT OF TRANSP 1978
 RN1820'LOCATED 4.4 MILES (7.1 KM) SOUTHEAST AND EAST ALONG TRUNK HIGHWAY 2
 RN1820'FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 86 AT GOWAN, 9.3
 RN1820'MILES SOUTHEAST AND EAST ALONG TRUNK HIGHWAY 2 FROM THE EAST JUNCTION
 RN1820'OF TRUNK HIGHWAYS 2 AND 73 AT FLOODWOOD, AND 7.6 MILES (12.2 KM) WEST
 RN1820'ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY
 RN1820'ROAD 31 (1/2 MILE SOUTH OF BROOKSTON) .  IT IS AT MILEPOINT 230.3.
 RN1820'IT IS 200 FEET (61.0 M) EAST ALONG TRUNK HIGHWAY 2 FROM NYGAARD ROAD
 RN1820'(NORTH) AND 42 FEET (12.8 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY
 RN1820'2.  IT IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER (HEADWALL) OF A
 RN1820'12 BY 8 FOOT (2.4 M) BOX CULVERT (TRUNK HIGHWAY 2 OVER SMALL CREEK) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0745 ***********************************************************************
 RN0745  DESIGNATION -  6907 N
 RN0745  PID         -  RN0745
 RN0745  STATE/COUNTY-  MN/ST LOUIS
 RN0745  USGS QUAD   -  GOWAN (1981)
 RN0745
 RN0745                         *CURRENT SURVEY CONTROL
 RN0745  ___________________________________________________________________
 RN0745* NAD 83(1996)-  46 51 08.00018(N)    092 47 02.64232(W)     ADJUSTED  
 RN0745* NAVD 88     -       409.057  (meters)    1342.05   (feet)  ADJUSTED  
 RN0745  ___________________________________________________________________
 RN0745  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 RN0745  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 RN0745  DYNAMIC HT  -         409.081 (meters)    1342.13  (feet)  COMP
 RN0745  MODELED GRAV-     980,660.1   (mgal)                       NAVD 88
 RN0745
 RN0745  HORZ ORDER  -  THIRD
 RN0745  VERT ORDER  -  SECOND    CLASS 0
 RN0745
 RN0745.The horizontal coordinates were established by classical geodetic methods
 RN0745.and adjusted by the National Geodetic Survey in March 1999..
 RN0745.No horizontal observational check was made to the station.
 RN0745
 RN0745.The orthometric height was determined by differential leveling
 RN0745.and adjusted by the National Geodetic Survey in June 1991..
 RN0745
 RN0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0745
 RN0745.The geoid height was determined by GEOID03.
 RN0745
 RN0745.The dynamic height is computed by dividing the NAVD 88
 RN0745.geopotential number by the normal gravity value computed on the
 RN0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0745.degrees latitude (g = 980.6199 gals.).
 RN0745
 RN0745.The modeled gravity was interpolated from observed gravity values.
 RN0745
 RN0745;                    North         East     Units Scale Factor Converg.
 RN0745;SPC MN N     -   139,208.049   824,095.853   MT  1.00004868   +0 14 03.0
 RN0745;SPC MN C     -   306,906.832   911,789.467   MT  0.99996278   +1 03 37.6
 RN0745;UTM  15      - 5,188,764.952   516,461.613   MT  0.99960333   +0 09 27.2
 RN0745
 RN0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0745!SPC MN N     -   0.99994040  x   1.00004868  =   0.99998907
 RN0745!SPC MN C     -   0.99994040  x   0.99996278  =   0.99990318
 RN0745!UTM  15      -   0.99994040  x   0.99960333  =   0.99954375
 RN0745
 RN0745                          SUPERSEDED SURVEY CONTROL
 RN0745
 RN0745  NAD 83(1986)-  46 51 07.99302(N)    092 47 02.64392(W) AD(       ) 3
 RN0745  NAD 27      -  46 51 08.19192(N)    092 47 01.93258(W) AD(       ) 3
 RN0745  NGVD 29 (07/19/86)  408.77   (m)         1341.1    (f) LEVELING    3  
 RN0745
 RN0745.Superseded values are not recommended for survey control.
 RN0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0745.See file dsdata.txt to determine how the superseded data were derived.
 RN0745
 RN0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1646288765(NAD 83)
 RN0745_MARKER: DD = SURVEY DISK
 RN0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0745_STAMPING: 6907 N 1974
 RN0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0745+STABILITY: SURFACE MOTION
 RN0745
 RN0745  HISTORY     - Date     Condition        Report By
 RN0745  HISTORY     - 1974     MONUMENTED       MNDT
 RN0745  HISTORY     - 1974     GOOD             MNDT
 RN0745  HISTORY     - 19920827 GOOD             USPSQD
 RN0745
 RN0745                          STATION DESCRIPTION
 RN0745
 RN0745'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0745'TO REACH STATION PAUP MNHD FROM THE INTERSECTION OF TRUNK HIGHWAY 2
 RN0745'AND COUNTY ROAD 31, SOUTH OF BROOKSTON, GO WEST ON TRUNK HIGHWAY
 RN0745'2 FOR 8.1 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE WEST
 RN0745'FOR 0.65 MILE TO THE STATION ON THE LEFT ON TOP OF THE BACKSLOPE
 RN0745'AT TRUNK HIGHWAY 2 MILEPOST 229.3.  TO REACH THE STATION FROM
 RN0745'THE SOUTH JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 73 AT
 RN0745'FLOODWOOD, GO SOUTHEAST ON TRUNK HIGHWAY 2 FOR 8.4 MILES TO
 RN0745'STATION PAUP MNHD ON THE RIGHT.
 RN0745'
 RN0745'THE MARK IS A STANDARD MHD VCM DISK STAMPED 6907 N
 RN0745'1974, IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 10 FOOT
 RN0745'LONG DRIVEN COPPER-COATED STEEL ROD.  THE MARK PROJECTS 0.3
 RN0745'FOOT ABOVE THE SURFACE OF THE GROUND AND IS 118.3 FEET SOUTH OF
 RN0745'THE CENTERLINE OF TRUNK HIGHWAY 2, 7.8 FEET WEST OF A 6 INCH
 RN0745'POPLAR TREE, 26 FEET SOUTH OF AN EAST-WEST POWER LINE CROSSING,
 RN0745'85.0 FEET SOUTHWEST OF A POWER POLE (NO.11514), 30.0 FEET
 RN0745'SOUTHWEST OF A RIGHT-OF-WAY POST WITH A POINT OF INTERSECTION
 RN0745'(P.I.) SIGN, 47.2 FEET SOUTH OF A STEEL WITNESS POST, 0.8
 RN0745'FOOT NORTH OF ANOTHER STEEL WITNESS POST, AND ABOUT 5 FEET
 RN0745'ABOVE THE LEVEL OF TRUNK HIGHWAY 2.
 RN0745
 RN0745                          STATION RECOVERY (1974)
 RN0745
 RN0745'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RN0745'1.7 MI SW FROM PAUPORES.
 RN0745'THE MARK IS LOCATED 3.4 AND 8.35 MILES RESPECTIVELY SOUTHEAST ALONG
 RN0745'TRUNK HIGHWAY 2 FROM ITS JUNCTION WITH COUNTY ROAD 86 AT GOWAN AND
 RN0745'TRUNK HIGHWAY 73 AT FLOODWOOD, AND IS 8.6 MILES WEST ALONG TRUNK
 RN0745'HIGHWAY 2 FROM ITS JUNCTION WITH COUNTY ROAD 31 (1/2 MILE SOUTH OF
 RN0745'BROOKSTON).  IT IS 118.3 FEET SOUTH AND 5 FEET HIGHER THAN THE
 RN0745'CENTERLINE OF THE HIGHWAY AT MILEPOINT 229.3, 50.8 FEET SOUTH OF MHD
 RN0745'TRAVERSE STATION PAUP (47.2 FEET SOUTH OF STEEL WITNESS POST), 85.0
 RN0745'FEET SOUTHWEST OF POWER POLE NUMBER 11514, 30.0 FEET SOUTHWEST OF
 RN0745'RIGHT-OF-WAY POST WITH PI SIGN, 26.0 FEET SOUTH OF AN EAST-WEST
 RN0745'POWERLINE CROSSING AND 7.8 FEET WEST OF A 6 INCH POPLAR TREE.  IT IS
 RN0745'CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 10 FOOT LONG COPPER-COATED
 RN0745'STEEL ROD DRIVEN INTO THE GROUND.  IT PROJECTS 4 INCHES ABOVE THE
 RN0745'GROUND AND IS 0.8 FOOT NORTH OF A STEEL WITNESS POST.  NW 1/4 SECTION
 RN0745'5, T 50N, R 19W.
 RN0745
 RN0745                          STATION RECOVERY (1992)
 RN0745
 RN0745'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0743 ***********************************************************************
 RN0743  DESIGNATION -  6907 P
 RN0743  PID         -  RN0743
 RN0743  STATE/COUNTY-  MN/ST LOUIS
 RN0743  USGS QUAD   -  GOWAN (1981)
 RN0743
 RN0743                         *CURRENT SURVEY CONTROL
 RN0743  ___________________________________________________________________
 RN0743* NAD 83(1986)-  46 51 09.     (N)    092 47 38.     (W)     SCALED    
 RN0743* NAVD 88     -       405.043  (meters)    1328.88   (feet)  ADJUSTED  
 RN0743  ___________________________________________________________________
 RN0743  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 RN0743  DYNAMIC HT  -         405.067 (meters)    1328.96  (feet)  COMP
 RN0743  MODELED GRAV-     980,660.3   (mgal)                       NAVD 88
 RN0743
 RN0743  VERT ORDER  -  SECOND    CLASS 0
 RN0743
 RN0743.The horizontal coordinates were scaled from a topographic map and have
 RN0743.an estimated accuracy of +/- 6 seconds.
 RN0743
 RN0743.The orthometric height was determined by differential leveling
 RN0743.and adjusted by the National Geodetic Survey in June 1991..
 RN0743
 RN0743.The geoid height was determined by GEOID03.
 RN0743
 RN0743.The dynamic height is computed by dividing the NAVD 88
 RN0743.geopotential number by the normal gravity value computed on the
 RN0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0743.degrees latitude (g = 980.6199 gals.).
 RN0743
 RN0743.The modeled gravity was interpolated from observed gravity values.
 RN0743
 RN0743;                    North         East    Units  Estimated Accuracy
 RN0743;SPC MN N     -   139,240.      823,350.      MT  (+/- 180 meters Scaled)
 RN0743
 RN0743                          SUPERSEDED SURVEY CONTROL
 RN0743
 RN0743.No superseded survey control is available for this station.
 RN0743
 RN0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM157887(NAD 83)
 RN0743_MARKER: DD = SURVEY DISK
 RN0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0743_STAMPING: 6907 P
 RN0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0743+STABILITY: SURFACE MOTION
 RN0743
 RN0743  HISTORY     - Date     Condition        Report By
 RN0743  HISTORY     - UNK      MONUMENTED       MNDT
 RN0743  HISTORY     - 1974     GOOD             MNDT
 RN0743
 RN0743                          STATION DESCRIPTION
 RN0743
 RN0743'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0743'1.95 MI SW FROM PAUPORES.
 RN0743'THE MARK IS LOCATED 3.0 MILES SOUTHEAST AND EAST ALONG TRUNK 2 FROM
 RN0743'THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 86 AT GOWAN, AND 7.95
 RN0743'MILES SOUTHEAST AND EAST OF THE EAST JUNCTION OF TRUNK HIGHWAYS 2 AND
 RN0743'73 AT FLOODWOOD.  IT IS AT MILEPOINT 228.8.  IT IS 135.8 FEET NORTH OF
 RN0743'THE CENTERLINE OF TRUNK HIGHWAY 2, 93.0 FEET NORTH OF THE WEST END OF
 RN0743'A 15 INCH CORRUGATED METAL PIPE UNDER A FIELD ENTRANCE ON THE NORTH
 RN0743'SIDE OF THE HIGHWAY, 73.1 FEET NORTHWEST OF A POWER POLE ON AN
 RN0743'EAST-WEST POWER LINE, AND 12.6 FEET SOUTHEAST OF A 6 INCH POPLAR TREE.
 RN0743'IT IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 16 FOOT LONG
 RN0743'COPPER-COATED STEEL ROD DRIVEN INTO THE GROUND.  IT PROJECTS 2 INCHES
 RN0743'ABOVE THE SURFACE OF THE GROUND AND IS 1.0 FOOT SOUTH OF A STEEL
 RN0743'WITNESS POST.  SE 1/4 SECTION 31, T 51N, R 19W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0677 ***********************************************************************
 RN0677  DESIGNATION -  6907 R
 RN0677  PID         -  RN0677
 RN0677  STATE/COUNTY-  MN/ST LOUIS
 RN0677  USGS QUAD   -  GOWAN (1981)
 RN0677
 RN0677                         *CURRENT SURVEY CONTROL
 RN0677  ___________________________________________________________________
 RN0677* NAD 83(1996)-  46 51 08.06893(N)    092 49 44.39155(W)     ADJUSTED  
 RN0677* NAVD 88     -       395.493  (meters)    1297.55   (feet)  ADJUSTED  
 RN0677  ___________________________________________________________________
 RN0677  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 RN0677  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 RN0677  DYNAMIC HT  -         395.516 (meters)    1297.62  (feet)  COMP
 RN0677  MODELED GRAV-     980,660.6   (mgal)                       NAVD 88
 RN0677
 RN0677  HORZ ORDER  -  THIRD
 RN0677  VERT ORDER  -  SECOND    CLASS 0
 RN0677
 RN0677.The horizontal coordinates were established by classical geodetic methods
 RN0677.and adjusted by the National Geodetic Survey in March 1999..
 RN0677.No horizontal observational check was made to the station.
 RN0677
 RN0677.The orthometric height was determined by differential leveling
 RN0677.and adjusted by the National Geodetic Survey in June 1991..
 RN0677
 RN0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0677
 RN0677.The geoid height was determined by GEOID03.
 RN0677
 RN0677.The dynamic height is computed by dividing the NAVD 88
 RN0677.geopotential number by the normal gravity value computed on the
 RN0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0677.degrees latitude (g = 980.6199 gals.).
 RN0677
 RN0677.The modeled gravity was interpolated from observed gravity values.
 RN0677
 RN0677;                    North         East     Units Scale Factor Converg.
 RN0677;SPC MN N     -   139,197.162   820,669.071   MT  1.00004868   +0 12 03.1
 RN0677;SPC MN C     -   306,846.512   908,363.493   MT  0.99996278   +1 01 40.6
 RN0677;UTM  15      - 5,188,758.636   513,036.348   MT  0.99960209   +0 07 29.1
 RN0677
 RN0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0677!SPC MN N     -   0.99994252  x   1.00004868  =   0.99999120
 RN0677!SPC MN C     -   0.99994252  x   0.99996278  =   0.99990530
 RN0677!UTM  15      -   0.99994252  x   0.99960209  =   0.99954464
 RN0677
 RN0677                          SUPERSEDED SURVEY CONTROL
 RN0677
 RN0677  NAD 83(1986)-  46 51 08.06211(N)    092 49 44.39305(W) AD(       ) 3
 RN0677  NAD 27      -  46 51 08.26134(N)    092 49 43.67713(W) AD(       ) 3
 RN0677  NGVD 29 (??/??/92)  395.30   (m)         1296.9    (f) COMPUTED    2 0
 RN0677
 RN0677.Superseded values are not recommended for survey control.
 RN0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0677.See file dsdata.txt to determine how the superseded data were derived.
 RN0677
 RN0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1303688759(NAD 83)
 RN0677_MARKER: DD = SURVEY DISK
 RN0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0677_STAMPING: 6907 R 1974
 RN0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0677+STABILITY: SURFACE MOTION
 RN0677
 RN0677  HISTORY     - Date     Condition        Report By
 RN0677  HISTORY     - 1974     MONUMENTED       MNDT
 RN0677  HISTORY     - 1974     GOOD             MNDT
 RN0677
 RN0677                          STATION DESCRIPTION
 RN0677
 RN0677'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0677'TO REACH STATION CARTY MNHD FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 2
 RN0677'AND TRUNK HIGHWAY 73 AT FLOODWOOD, GO SOUTHEAST ON TRUNK HIGHWAY
 RN0677'2 FOR 6.25 MILES TO COUNTY ROAD 841 ON THE RIGHT, TURN RIGHT AND
 RN0677'GO WEST FOR 0.06 MILE TO STATION CARTY MNHD ON THE RIGHT AT TRUNK HWY
 RN0677'2 MILEPOST 227.15.
 RN0677'
 RN0677'THE MARK IS A STANDARD MHD VCM DISK STAMPED 6907 R 1974,
 RN0677'IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 14 FOOT LONG
 RN0677'DRIVEN COPPER-COATED STEEL ROD.  THE MARK PROJECTS 0.1 FOOT ABOVE
 RN0677'THE SURFACE OF THE GROUND AND IS 27 FEET SOUTH OF THE CENTERLINE
 RN0677'OF COUNTY ROAD 841, 5.7 FEET NORTHEAST OF A 24 INCH ELM TREE,
 RN0677'60.1 FEET SOUTH OF A STEEL WITNESS POST, 1.0 FOOT NORTH OF
 RN0677'ANOTHER STEEL WITNESS POST, AND ABOUT LEVEL WITH COUNTY ROAD 841.
 RN0677
 RN0677                          STATION RECOVERY (1974)
 RN0677
 RN0677'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RN0677'1.3 MI SE FROM GOWAN.
 RN0677'THE MARK IS LOCATED 1.3 MILES SOUTHEAST ALONG TRUNK HIGHWAY 2 FROM THE
 RN0677'JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 86 AT GOWAN (6.25 MILES
 RN0677'SOUTHEAST ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAYS 2
 RN0677'AND 73 AT FLOODWOOD) TO THE JUNCTION OF A TOWNSHIP ROAD WEST. THENCE
 RN0677'WEST ALONG THE TOWNSHIP ROAD FOR 0.1 MILE.  IT IS NEAR MILE POINT
 RN0677'227.15.  IT IS 27.0 FEET SOUTH OF THE CENTER OF TOWNSHIP ROAD, 60.0
 RN0677'FEET SOUTH OF MHD TRAVERSE STATION CARTY, 60.1 FEET SOUTH OF THE STEEL
 RN0677'WITNESS POST FOR MHD TRAVERSE STATION CARTY 89.4 FEET SOUTHWEST OF
 RN0677'CARTY REFERENCE MARK NUMBER 1, AND 5.7 FEET NORTHEAST OF A 24 INCH ELM
 RN0677'TREE.  IT IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 14 FOOT LONG
 RN0677'COPPER-COATED STEEL ROD DRIVEN INTO THE GROUND.  IT PROJECTS 2 INCHES
 RN0677'ABOVE THE SURFACE OF THE GROUND, IS ABOUT LEVEL WITH THE TOWNSHIP
 RN0677'ROAD, AND IS 1.0 FOOT NORTH OF A STEEL WITNESS POST. NE 1/4 SECTION 2,
 RN0677'T 50N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1742 ***********************************************************************
 RN1742  DESIGNATION -  6907 S RESET
 RN1742  PID         -  RN1742
 RN1742  STATE/COUNTY-  MN/ST LOUIS
 RN1742  USGS QUAD   -  GOWAN (1981)
 RN1742
 RN1742                         *CURRENT SURVEY CONTROL
 RN1742  ___________________________________________________________________
 RN1742* NAD 83(1986)-  46 51 22.     (N)    092 50 04.     (W)     SCALED    
 RN1742* NAVD 88     -       381.22   (meters)    1250.7    (feet)  RESET     
 RN1742  ___________________________________________________________________
 RN1742  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 RN1742
 RN1742  VERT ORDER  -  THIRD
 RN1742
 RN1742.The horizontal coordinates were scaled from a topographic map and have
 RN1742.an estimated accuracy of +/- 6 seconds.
 RN1742
 RN1742.The orthometric height was computed from unverified reset data.
 RN1742.No vertical observational check was made to the station.
 RN1742
 RN1742.The geoid height was determined by GEOID03.
 RN1742
 RN1742;                    North         East    Units  Estimated Accuracy
 RN1742;SPC MN N     -   139,630.      820,250.      MT  (+/- 180 meters Scaled)
 RN1742
 RN1742                          SUPERSEDED SURVEY CONTROL
 RN1742
 RN1742.No superseded survey control is available for this station.
 RN1742
 RN1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM126891(NAD 83)
 RN1742_MARKER: DD = SURVEY DISK
 RN1742_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RN1742_SP_SET: HEADWALL
 RN1742_STAMPING: 6907S RESET 1974 1978
 RN1742_MARK LOGO: MNDT  
 RN1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1742+STABILITY: SURFACE MOTION
 RN1742
 RN1742  HISTORY     - Date     Condition        Report By
 RN1742  HISTORY     - 1978     MONUMENTED       MNDT
 RN1742
 RN1742                          STATION DESCRIPTION
 RN1742
 RN1742'DESCRIBED BY MN DEPT OF TRANSP 1978
 RN1742'0.9 MI SE FROM GOWAN.
 RN1742'0.9 MILE SOUTHEAST ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF  TRUNK
 RN1742'HIGHWAY 2 AND COUNTY ROAD 86 IN GOWAN, AND IS 5.85 MILE SOUTHEAST
 RN1742'ALONG TRUNK HIGHWAY 2 AND THE EAST JUNCTION OF TRUNK HIGHWAYS 2 AND 73
 RN1742'AT FLOODWOOD, AT MILEPOINT 226.7, 81.9 FEET NORTHEAST OF THE
 RN1742'CENTERLINE OF TRUNK HIGHWAY 2, IN THE NORTHEAST CORNER OF THE HEADWALL
 RN1742'OF A 10 FOOT BY 10 FOOT BOX CULVERT UNDER TRUNK HIGHWAY 2.
 RN1742'THE MARK IS 8 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0667 ***********************************************************************
 RN0667  DESIGNATION -  6907 T
 RN0667  PID         -  RN0667
 RN0667  STATE/COUNTY-  MN/ST LOUIS
 RN0667  USGS QUAD   -  GOWAN (1981)
 RN0667
 RN0667                         *CURRENT SURVEY CONTROL
 RN0667  ___________________________________________________________________
 RN0667* NAD 83(1996)-  46 52 01.59336(N)    092 51 00.91764(W)     ADJUSTED  
 RN0667* NAVD 88     -       381.769  (meters)    1252.52   (feet)  ADJUSTED  
 RN0667  ___________________________________________________________________
 RN0667  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 RN0667  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 RN0667  DYNAMIC HT  -         381.792 (meters)    1252.60  (feet)  COMP
 RN0667  MODELED GRAV-     980,661.9   (mgal)                       NAVD 88
 RN0667
 RN0667  HORZ ORDER  -  THIRD
 RN0667  VERT ORDER  -  SECOND    CLASS 0
 RN0667
 RN0667.The horizontal coordinates were established by classical geodetic methods
 RN0667.and adjusted by the National Geodetic Survey in March 1999..
 RN0667.No horizontal observational check was made to the station.
 RN0667
 RN0667.The orthometric height was determined by differential leveling
 RN0667.and adjusted by the National Geodetic Survey in June 1991..
 RN0667
 RN0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0667
 RN0667.The geoid height was determined by GEOID03.
 RN0667
 RN0667.The dynamic height is computed by dividing the NAVD 88
 RN0667.geopotential number by the normal gravity value computed on the
 RN0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0667.degrees latitude (g = 980.6199 gals.).
 RN0667
 RN0667.The modeled gravity was interpolated from observed gravity values.
 RN0667
 RN0667;                    North         East     Units Scale Factor Converg.
 RN0667;SPC MN N     -   140,844.605   819,042.468   MT  1.00004431   +0 11 06.4
 RN0667;SPC MN C     -   308,470.165   906,713.410   MT  0.99996516   +1 00 45.2
 RN0667;UTM  15      - 5,190,407.501   511,412.653   MT  0.99960160   +0 06 33.4
 RN0667
 RN0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0667!SPC MN N     -   0.99994468  x   1.00004431  =   0.99998899
 RN0667!SPC MN C     -   0.99994468  x   0.99996516  =   0.99990984
 RN0667!UTM  15      -   0.99994468  x   0.99960160  =   0.99954630
 RN0667
 RN0667                          SUPERSEDED SURVEY CONTROL
 RN0667
 RN0667  NAD 83(1986)-  46 52 01.58677(N)    092 51 00.91937(W) AD(       ) 3
 RN0667  NAD 27      -  46 52 01.78709(N)    092 51 00.20338(W) AD(       ) 3
 RN0667  NGVD 29 (??/??/92)  381.57   (m)         1251.9    (f) COMPUTED    2 0
 RN0667
 RN0667.Superseded values are not recommended for survey control.
 RN0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0667.See file dsdata.txt to determine how the superseded data were derived.
 RN0667
 RN0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1141390408(NAD 83)
 RN0667_MARKER: DD = SURVEY DISK
 RN0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0667_STAMPING: 6907 T 1974
 RN0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0667+STABILITY: SURFACE MOTION
 RN0667
 RN0667  HISTORY     - Date     Condition        Report By
 RN0667  HISTORY     - 1974     MONUMENTED       MNDT
 RN0667  HISTORY     - 1974     GOOD             MNDT
 RN0667
 RN0667                          STATION DESCRIPTION
 RN0667
 RN0667'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0667'TO REACH STATION GOW MNHD FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY
 RN0667'2 AND TRUNK HIGHWAY 73 AT FLOODWOOD, GO SOUTHEAST ON TRUNK
 RN0667'HIGHWAY 2 MILEPOST 225.75.
 RN0667'
 RN0667'THE MARK IS A STANDARD MHD VCM DISK STAMPED 6907
 RN0667'T 1974, IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 21 FOOT
 RN0667'LONG DRIVEN COPPER-COATED STEEL ROD.  THE MARK IS FLUSH WITH
 RN0667'THE SURFACE OF THE GROUND AND IS 121.4 FEET NORTHEAST OF TRUNK
 RN0667'HIGHWAY 2, 86.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 RN0667'BURLINGTON NORTHERN RAILROADS MAIN TRACK, 11.2 FEET SOUTH OF A
 RN0667'TELEGRAPH POLE, 102.5 FEET NORTH OF A STEEL WITNESS POST, 1.2
 RN0667'FEET SOUTHWEST OF ANOTHER STEEL WITNESS POST, ABOUT 5 FEET
 RN0667'ABOVE THE LEVEL OF THE TRACK AND ABOUT 3 FEET BELOW THE LEVEL
 RN0667'OF TRUNK HIGHWAY 2.
 RN0667
 RN0667                          STATION RECOVERY (1974)
 RN0667
 RN0667'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RN0667'0.15 MI NW FROM GOWAN.
 RN0667'THE MARK IS LOCATED 0.15 MILE NORTHWEST ALONG TRUNK HIGHWAY 2 FROM THE
 RN0667'JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 86 AT GOWAN, AND IS 4.80
 RN0667'MILES SOUTHEAST ALONG TRUNK HIGHWAY 2 FROM THE EAST JUNCTION OF TRUNK
 RN0667'HIGHWAYS 2 AND 73 AT FLOODWOOD.  IT IS AT MILEPOINT 225.8.  IT IS
 RN0667'121.4 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 2, 86.5 FEET
 RN0667'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN LINE BURLINGTON NORTHERN
 RN0667'RAILROAD TRACKS, 106.5 FEET NORTH OF MHD TRAVERSE STATION GOW, 102.5
 RN0667'FEET NORTH OF THE STEEL WITNESS POST FOR MHD TRAVERSE STATION GOW, AND
 RN0667'11.2 FEET SOUTH OF A TELEGRAPH POLE.  IT IS CRIMPED ON TOP OF A 5/8
 RN0667'DIAMETER BY 21 FOOT LONG COPPER-COATED STEEL ROD DRIVEN TO REFUSAL
 RN0667'INTO THE GROUND.  IT IS ABOUT 5 FEET ABOVE THE LEVEL OF THE RAILROAD,
 RN0667'3 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 2 AND 1.2 FEET SOUTHWEST OF A
 RN0667'STEEL WITNESS POST.  SE 1/4 SECTION 27, T 51N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0665 ***********************************************************************
 RN0665  DESIGNATION -  6907 U
 RN0665  PID         -  RN0665
 RN0665  STATE/COUNTY-  MN/ST LOUIS
 RN0665  USGS QUAD   -  MC CARTY RIVER (1963)
 RN0665
 RN0665                         *CURRENT SURVEY CONTROL
 RN0665  ___________________________________________________________________
 RN0665* NAD 83(1986)-  46 52 39.     (N)    092 51 51.     (W)     SCALED    
 RN0665* NAVD 88     -       378.069  (meters)    1240.38   (feet)  ADJUSTED  
 RN0665  ___________________________________________________________________
 RN0665  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 RN0665  DYNAMIC HT  -         378.092 (meters)    1240.46  (feet)  COMP
 RN0665  MODELED GRAV-     980,662.9   (mgal)                       NAVD 88
 RN0665
 RN0665  VERT ORDER  -  SECOND    CLASS 0
 RN0665
 RN0665.The horizontal coordinates were scaled from a topographic map and have
 RN0665.an estimated accuracy of +/- 6 seconds.
 RN0665
 RN0665.The orthometric height was determined by differential leveling
 RN0665.and adjusted by the National Geodetic Survey in June 1991..
 RN0665
 RN0665.The geoid height was determined by GEOID03.
 RN0665
 RN0665.The dynamic height is computed by dividing the NAVD 88
 RN0665.geopotential number by the normal gravity value computed on the
 RN0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0665.degrees latitude (g = 980.6199 gals.).
 RN0665
 RN0665.The modeled gravity was interpolated from observed gravity values.
 RN0665
 RN0665;                    North         East    Units  Estimated Accuracy
 RN0665;SPC MN N     -   142,000.      817,980.      MT  (+/- 180 meters Scaled)
 RN0665
 RN0665                          SUPERSEDED SURVEY CONTROL
 RN0665
 RN0665  NGVD 29 (??/??/92)  377.87   (m)         1239.7    (f) COMPUTED    2 0
 RN0665
 RN0665.Superseded values are not recommended for survey control.
 RN0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0665.See file dsdata.txt to determine how the superseded data were derived.
 RN0665
 RN0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM103915(NAD 83)
 RN0665_MARKER: DD = SURVEY DISK
 RN0665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0665_SP_SET: CULVERT
 RN0665_STAMPING: 6907 U 1974
 RN0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0665
 RN0665  HISTORY     - Date     Condition        Report By
 RN0665  HISTORY     - 1974     MONUMENTED       MNDT
 RN0665
 RN0665                          STATION DESCRIPTION
 RN0665
 RN0665'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0665'1.3 MI NW FROM GOWAN.
 RN0665'THE MARK IS LOCATED 1.3 MILES NORTHEAST ALONG TRUNK HIGHWAY 2 FROM THE
 RN0665'JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 86 AT GOWAN, AND IS 3.65
 RN0665'MILES SOUTHEAST ALONG TRUNK HIGHWAY 2 FROM THE EAST JUNCTION OF TRUNK
 RN0665'HIGHWAYS 2 AND 73 AT FLOODWOOD.  IT IS AT MILEPOINT 224.7.  IT IS
 RN0665'167.8 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 2, 15.0 FEET
 RN0665'NORTHEAST OF THE NORTHEAST RAIL OF THE BURLINGTON NORTHERN RAILROAD
 RN0665'TRACKS, 146.2 FEET NORTH-NORTHEAST OF RAILROAD SIGN 1 MILE S. IT IS
 RN0665'SET IN A DRILL HOLE IN THE SOUTHEAST (MOST EASTERLY) CORNER OF A 15
 RN0665'FOOT BY 10 FOOT DEEP STONE CULVERT (RAILROAD OVER SMALL CREEK). IT IS
 RN0665'ABOUT 4 FEET BELOW THE LEVEL OF THE RAILROAD.  NW 1/4 SECTION 27, T
 RN0665'51N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1741 ***********************************************************************
 RN1741  DESIGNATION -  6907 V RESET
 RN1741  PID         -  RN1741
 RN1741  STATE/COUNTY-  MN/ST LOUIS
 RN1741  USGS QUAD   -  FLOODWOOD (1983)
 RN1741
 RN1741                         *CURRENT SURVEY CONTROL
 RN1741  ___________________________________________________________________
 RN1741* NAD 83(1986)-  46 53 30.     (N)    092 52 42.     (W)     SCALED    
 RN1741* NAVD 88     -       381.33   (meters)    1251.1    (feet)  RESET     
 RN1741  ___________________________________________________________________
 RN1741  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 RN1741
 RN1741  VERT ORDER  -  THIRD
 RN1741
 RN1741.The horizontal coordinates were scaled from a topographic map and have
 RN1741.an estimated accuracy of +/- 6 seconds.
 RN1741
 RN1741.The orthometric height was computed from unverified reset data.
 RN1741.No vertical observational check was made to the station.
 RN1741
 RN1741.The geoid height was determined by GEOID03.
 RN1741
 RN1741;                    North         East    Units  Estimated Accuracy
 RN1741;SPC MN N     -   143,570.      816,890.      MT  (+/- 180 meters Scaled)
 RN1741
 RN1741                          SUPERSEDED SURVEY CONTROL
 RN1741
 RN1741.No superseded survey control is available for this station.
 RN1741
 RN1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM092931(NAD 83)
 RN1741_MARKER: DD = SURVEY DISK
 RN1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN1741_SP_SET: CONCRETE POST
 RN1741_STAMPING: 6907V 1974 RESET 1977
 RN1741_MARK LOGO: MNDT  
 RN1741_PROJECTION: PROJECTING 15 CENTIMETERS
 RN1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1741+STABILITY: SURFACE MOTION
 RN1741
 RN1741  HISTORY     - Date     Condition        Report By
 RN1741  HISTORY     - 1977     MONUMENTED       MNDT
 RN1741
 RN1741                          STATION DESCRIPTION
 RN1741
 RN1741'DESCRIBED BY MN DEPT OF TRANSP 1977
 RN1741'2.4 MI NE FROM GOWAN.
 RN1741'2.4 MILES NORTHWEST ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK
 RN1741'HIGHWAY 2 AND COUNTY ROAD 86 INGOWAN, AND 2.55 MILES SOUTHEAST ALONG
 RN1741'TRUNK HIGHWAY 2 FROM THE EAST JUNCTION OF TRUNK HIGHWAS 2 AND 7 AT
 RN1741'FLOODWOOD, AT MILEPOINT 223.55, ANDCENTERLINE OF TRUNK HIGHWAY 2.
 RN1741'THE MARK IS 5 FT BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0660 ***********************************************************************
 RN0660  DESIGNATION -  6907 W
 RN0660  PID         -  RN0660
 RN0660  STATE/COUNTY-  MN/ST LOUIS
 RN0660  USGS QUAD   -  FLOODWOOD (1983)
 RN0660
 RN0660                         *CURRENT SURVEY CONTROL
 RN0660  ___________________________________________________________________
 RN0660* NAD 83(1996)-  46 53 54.81986(N)    092 53 05.31221(W)     ADJUSTED  
 RN0660* NAVD 88     -       385.085  (meters)    1263.40   (feet)  ADJUSTED  
 RN0660  ___________________________________________________________________
 RN0660  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 RN0660  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 RN0660  DYNAMIC HT  -         385.109 (meters)    1263.48  (feet)  COMP
 RN0660  MODELED GRAV-     980,665.1   (mgal)                       NAVD 88
 RN0660
 RN0660  HORZ ORDER  -  THIRD
 RN0660  VERT ORDER  -  SECOND    CLASS 0
 RN0660
 RN0660.The horizontal coordinates were established by classical geodetic methods
 RN0660.and adjusted by the National Geodetic Survey in March 1999..
 RN0660.No horizontal observational check was made to the station.
 RN0660
 RN0660.The orthometric height was determined by differential leveling
 RN0660.and adjusted by the National Geodetic Survey in June 1991..
 RN0660
 RN0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0660
 RN0660.The geoid height was determined by GEOID03.
 RN0660
 RN0660.The dynamic height is computed by dividing the NAVD 88
 RN0660.geopotential number by the normal gravity value computed on the
 RN0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0660.degrees latitude (g = 980.6199 gals.).
 RN0660
 RN0660.The modeled gravity was interpolated from observed gravity values.
 RN0660
 RN0660;                    North         East     Units Scale Factor Converg.
 RN0660;SPC MN N     -   144,333.259   816,398.078   MT  1.00003529   +0 09 34.2
 RN0660;SPC MN C     -   311,920.004   904,019.091   MT  0.99997042   +0 59 15.2
 RN0660;UTM  15      - 5,193,898.110   508,774.027   MT  0.99960095   +0 05 02.8
 RN0660
 RN0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0660!SPC MN N     -   0.99994417  x   1.00003529  =   0.99997946
 RN0660!SPC MN C     -   0.99994417  x   0.99997042  =   0.99991460
 RN0660!UTM  15      -   0.99994417  x   0.99960095  =   0.99954515
 RN0660
 RN0660                          SUPERSEDED SURVEY CONTROL
 RN0660
 RN0660  NAD 83(1986)-  46 53 54.81310(N)    092 53 05.31463(W) AD(       ) 3
 RN0660  NAD 27      -  46 53 55.01425(N)    092 53 04.59707(W) AD(       ) 3
 RN0660  NGVD 29 (??/??/92)  384.84   (m)         1262.6    (f) COMPUTED    2 0
 RN0660
 RN0660.Superseded values are not recommended for survey control.
 RN0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0660.See file dsdata.txt to determine how the superseded data were derived.
 RN0660
 RN0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0877493898(NAD 83)
 RN0660_MARKER: DV = VERTICAL CONTROL DISK
 RN0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0660_STAMPING: 6907 W 1974
 RN0660_MARK LOGO: MNDT  
 RN0660_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0660
 RN0660  HISTORY     - Date     Condition        Report By
 RN0660  HISTORY     - 1974     MONUMENTED       MNDT
 RN0660  HISTORY     - 1974     GOOD             MNDT
 RN0660  HISTORY     - 19990818 GOOD             MNDT
 RN0660
 RN0660                          STATION DESCRIPTION
 RN0660
 RN0660'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0660'TO REACH STATION APCO MNHD FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY
 RN0660'2 AND TRUNK HIGHWAY 73 AT FLOODWOOD, GO SOUTHWEST ON TRUNK HIGHWAY
 RN0660'2 FOR 2.0 MILES TO STATION APCO MNHD ON THE LEFT OPPOSITE AN APCO
 RN0660'SERVICE STATION.
 RN0660'
 RN0660'THE MARK IS A STANDARD MHD VCM DISK STAMPED 6907 W
 RN0660'1974, IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 24 FOOT LONG
 RN0660'DRIVEN COPPER-COATED STEEL ROD.  THE MARK PROJECTS 0.3 FOOT ABOVE
 RN0660'THE SURFACE OF THE GROUND AND IS 37.5 FEET SOUTHWEST OF THE
 RN0660'SOUTHWEST RAIL, 109.7 FEET NORTHEAST OF THE CENTERLINE OF TRUNK
 RN0660'HIGHWAY 2, 16.6 FEET SOUTHWEST OF RAILROAD MILEPOST 73, 3.8 FEET
 RN0660'NORTHWEST OF A TELEGRAPH POLE (NO. A115), 100.3 FEET
 RN0660'EAST-SOUTHEAST OF A STEEL WITNESS POST, 0.8 FOOT SOUTHWEST OF
 RN0660'ANOTHER STEEL WITNESS POST, ABOUT 2 FEET ABOVE THE
 RN0660'LEVEL OF THE RAILROAD TRACK, AND ABOUT 5 FEET BELOW THE LEVEL
 RN0660'OF TRUNK HIGHWAY 2.
 RN0660
 RN0660                          STATION RECOVERY (1974)
 RN0660
 RN0660'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RN0660'2.0 MI SE FROM FLOODWOOD.
 RN0660'THE MARK IS LOCATED 1.9 MILES SOUTHEAST ALONG TRUNK 2 FROM THE EAST
 RN0660'JUNCTION OF TRUNK HIGHWAYS 2 AND 73 AT FLOODWOOD.  IT IS AT MILEPOINT
 RN0660'223.05.  IT IS 109.7 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY
 RN0660'2, 37.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE BURLINGTON
 RN0660'NORTHERN RAILROAD TRACKS, 96.6 FEET EAST-SOUTHEAST OF MHD TRAVERSE
 RN0660'STATION APCO, 97.5 FEET SOUTHEAST OF APCO REFERENCE MARK NUMBER 1,
 RN0660'16.6 FEET SOUTHWEST OF RAILROAD MILEPOST NUMBER 73, AND 3.8 FEET
 RN0660'NORTHWEST OF TELEGRAPH POLE NUMBER A 115.  IT IS CRIMPED ON TOP OF A
 RN0660'5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-COATED STEEL ROD DRIVEN INTO
 RN0660'THE GROUND.  IT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND, IS
 RN0660'ABOUT 2 FEET ABOVE THE LEVEL OF THE RAILROAD, IS ABOUT 5 FEET BELOW
 RN0660'THE LEVEL OF TRUNK HIGHWAY 2, IS 0.8 FOOT SOUTHWEST OF A STEEL WITNESS
 RN0660'POST AND IS 100.3 FEET EAST-SOUTHEAST OF THE STEEL WITNESS POST FOR
 RN0660'MHD TRAVERSE STATION APCO.  SW 1/4 SECTION 16, T 51N, R 20W.
 RN0660
 RN0660                          STATION RECOVERY (1999)
 RN0660
 RN0660'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 RN0660'RECOVERED AS DESCRIBED, TREES ON LINE TO REFERENCE MONUMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0652 ***********************************************************************
 RN0652  DESIGNATION -  6907 X
 RN0652  PID         -  RN0652
 RN0652  STATE/COUNTY-  MN/ST LOUIS
 RN0652  USGS QUAD   -  FLOODWOOD (1983)
 RN0652
 RN0652                         *CURRENT SURVEY CONTROL
 RN0652  ___________________________________________________________________
 RN0652* NAD 83(1996)-  46 55 17.40164(N)    092 54 41.74582(W)     ADJUSTED  
 RN0652* NAVD 88     -       380.298  (meters)    1247.69   (feet)  ADJUSTED  
 RN0652  ___________________________________________________________________
 RN0652  X           -    -221,685.223 (meters)                     COMP
 RN0652  Y           -  -4,358,672.044 (meters)                     COMP
 RN0652  Z           -   4,636,065.344 (meters)                     COMP
 RN0652  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 RN0652  ELLIP HEIGHT-         351.29  (meters)          (01/17/03) GPS OBS
 RN0652  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 RN0652  DYNAMIC HT  -         380.323 (meters)    1247.78  (feet)  COMP
 RN0652  MODELED GRAV-     980,667.4   (mgal)                       NAVD 88
 RN0652
 RN0652  HORZ ORDER  -  FIRST
 RN0652  VERT ORDER  -  SECOND    CLASS I
 RN0652  ELLP ORDER  -  FOURTH    CLASS I
 RN0652
 RN0652.The horizontal coordinates were established by GPS observations
 RN0652.and adjusted by the MN DEPT OF TRANSP in January 2003..
 RN0652
 RN0652.The orthometric height was determined by differential leveling
 RN0652.and adjusted by the National Geodetic Survey in June 1991..
 RN0652
 RN0652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN0652
 RN0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0652
 RN0652.The ellipsoidal height was determined by GPS observations
 RN0652.and is referenced to NAD 83.
 RN0652
 RN0652.The geoid height was determined by GEOID03.
 RN0652
 RN0652.The dynamic height is computed by dividing the NAVD 88
 RN0652.geopotential number by the normal gravity value computed on the
 RN0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0652.degrees latitude (g = 980.6199 gals.).
 RN0652
 RN0652.The modeled gravity was interpolated from observed gravity values.
 RN0652
 RN0652;                    North         East     Units Scale Factor Converg.
 RN0652;SPC MN N     -   146,878.155   814,350.624   MT  1.00002890   +0 08 22.7
 RN0652;UTM  15      - 5,196,444.593   506,730.798   MT  0.99960056   +0 03 52.5
 RN0652
 RN0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0652!SPC MN N     -   0.99994494  x   1.00002890  =   0.99997384
 RN0652!UTM  15      -   0.99994494  x   0.99960056  =   0.99954552
 RN0652
 RN0652                          SUPERSEDED SURVEY CONTROL
 RN0652
 RN0652  NAVD 88 (01/17/03)  380.30   (m)         1247.7    (f) LEVELING    3  
 RN0652  NGVD 29 (??/??/92)  380.05   (m)         1246.9    (f) COMPUTED    2 0
 RN0652
 RN0652.Superseded values are not recommended for survey control.
 RN0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0652.See file dsdata.txt to determine how the superseded data were derived.
 RN0652
 RN0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0673196445(NAD 83)
 RN0652_MARKER: DV = VERTICAL CONTROL DISK
 RN0652_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0652_SP_SET: BRIDGE ABUTMENT
 RN0652_STAMPING: 6907 X 1974
 RN0652_MARK LOGO: MNDT  
 RN0652_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0652+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 RN0652
 RN0652  HISTORY     - Date     Condition        Report By
 RN0652  HISTORY     - 1974     MONUMENTED       MNDT
 RN0652  HISTORY     - 19990816 GOOD             MNDT
 RN0652  HISTORY     - 20010816 GOOD             MNDT
 RN0652
 RN0652                          STATION DESCRIPTION
 RN0652
 RN0652'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0652'IN FLOODWOOD.
 RN0652'THE MARK IS LOCATED ABOUT 0.05 MILE NORTH OF THE EAST JUNCTION OF
 RN0652'TRUNK HIGHWAYS 2 AND 73 AT FLOODWOOD AND IS NEAR THE SOUTHWEST CORNER
 RN0652'OF THE BURLINGTON NORTHERN RAILROAD BRIDGE OVER THE SAVANNA RIVER. IT
 RN0652'IS NEAR TRUNK HIGHWAY MILEPOINT 220.95.  IT IS 22.0 FEET SOUTHWEST OF
 RN0652'THE SOUTHWEST RAIL OF THE TRACKS, 13.1 FEET NORTHEAST OF THE SOUTHWEST
 RN0652'END OF CONCRETE BRIDGE ABUTMENT, AND IS 2.5 FEET SOUTH OF NORTH EDGE
 RN0652'OF CONCRETE.  IT IS SET IN A DRILL HOLE IN THE BRIDGE ABUTMENT AND IS
 RN0652'10 FEET BELOW THE LEVEL OF THE RAILROAD.  NE 1/4 SECTION 7, T 51N, R
 RN0652'20W.
 RN0652
 RN0652                          STATION RECOVERY (1999)
 RN0652
 RN0652'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 RN0652'RECOVERED AS DESCRIBED.
 RN0652
 RN0652                          STATION RECOVERY (2001)
 RN0652
 RN0652'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 RN0652'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0312 ***********************************************************************
 RN0312  DESIGNATION -  6908 A
 RN0312  PID         -  RN0312
 RN0312  STATE/COUNTY-  MN/ST LOUIS
 RN0312  USGS QUAD   -  WEST DULUTH (1993)
 RN0312
 RN0312                         *CURRENT SURVEY CONTROL
 RN0312  ___________________________________________________________________
 RN0312* NAD 83(1986)-  46 44 20.     (N)    092 13 01.     (W)     SCALED    
 RN0312* NAVD 88     -       378.608  (meters)    1242.15   (feet)  ADJUSTED  
 RN0312  ___________________________________________________________________
 RN0312  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN0312  DYNAMIC HT  -         378.645 (meters)    1242.27  (feet)  COMP
 RN0312  MODELED GRAV-     980,701.6   (mgal)                       NAVD 88
 RN0312
 RN0312  VERT ORDER  -  SECOND    CLASS 0
 RN0312
 RN0312.The horizontal coordinates were scaled from a topographic map and have
 RN0312.an estimated accuracy of +/- 6 seconds.
 RN0312
 RN0312.The orthometric height was determined by differential leveling
 RN0312.and adjusted by the National Geodetic Survey in June 1991..
 RN0312
 RN0312.The geoid height was determined by GEOID03.
 RN0312
 RN0312.The dynamic height is computed by dividing the NAVD 88
 RN0312.geopotential number by the normal gravity value computed on the
 RN0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0312.degrees latitude (g = 980.6199 gals.).
 RN0312
 RN0312.The modeled gravity was interpolated from observed gravity values.
 RN0312
 RN0312;                    North         East    Units  Estimated Accuracy
 RN0312;SPC MN N     -   126,950.      867,490.      MT  (+/- 180 meters Scaled)
 RN0312
 RN0312                          SUPERSEDED SURVEY CONTROL
 RN0312
 RN0312  NGVD 29 (??/??/92)  378.553  (m)         1241.97   (f) ADJ UNCH    2 0
 RN0312
 RN0312.Superseded values are not recommended for survey control.
 RN0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0312.See file dsdata.txt to determine how the superseded data were derived.
 RN0312
 RN0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM598764(NAD 83)
 RN0312_MARKER: DD = SURVEY DISK
 RN0312_SETTING: 80 = SET IN A BOULDER
 RN0312_SP_SET: BOULDER
 RN0312_STAMPING: 6908 A 1971
 RN0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0312+STABILITY: SURFACE MOTION
 RN0312
 RN0312  HISTORY     - Date     Condition        Report By
 RN0312  HISTORY     - 1971     MONUMENTED       MNDT
 RN0312  HISTORY     - 1974     GOOD             MNDT
 RN0312  HISTORY     - 20011102 MARK NOT FOUND   USPSQD
 RN0312
 RN0312                          STATION DESCRIPTION
 RN0312
 RN0312'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0312'IN PROCTOR.
 RN0312'THE MARK IS LOCATED 0.8 MILE NORTHWEST ALONG TRUNK HIGHWAY 2 FROM THE
 RN0312'JUNCTION OF T.H.S 2 AND 61 IN DULUTH AT MILE POINT 259.55.  IT IS 90.0
 RN0312'FEET NORTHEAST OF THE CENTERLINE OF T.H. 2, 74.0 FEET WEST OF THE
 RN0312'CENTER OF BOUNDRY AVENUE AND 39.2 FEET NORTHWEST OF POWER POLE NUMBER
 RN0312'146.  IT IS SET IN A DRILL HOLE IN THE HIGH POINT OF A 6 FOOT BY 6
 RN0312'FOOT BY 3 FOOT HIGH BOULDER.  SE 1/4, SEC 10, T 49N, R 15W.
 RN0312
 RN0312                          STATION RECOVERY (2001)
 RN0312
 RN0312'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNG)
 RN0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0009 ***********************************************************************
 RN0009  DESIGNATION -  6908 A 1
 RN0009  PID         -  RN0009
 RN0009  STATE/COUNTY-  MN/ST LOUIS
 RN0009  USGS QUAD   -  WEST DULUTH (1993)
 RN0009
 RN0009                         *CURRENT SURVEY CONTROL
 RN0009  ___________________________________________________________________
 RN0009* NAD 83(1996)-  46 44 30.20868(N)    092 13 23.92080(W)     ADJUSTED  
 RN0009* NAVD 88     -       386.739  (meters)    1268.83   (feet)  ADJUSTED  
 RN0009  ___________________________________________________________________
 RN0009  X           -    -169,876.177 (meters)                     COMP
 RN0009  Y           -  -4,375,591.531 (meters)                     COMP
 RN0009  Z           -   4,622,397.107 (meters)                     COMP
 RN0009  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 RN0009  ELLIP HEIGHT-         358.58  (meters)          (01/28/04) GPS OBS
 RN0009  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN0009  DYNAMIC HT  -         386.776 (meters)    1268.95  (feet)  COMP
 RN0009  MODELED GRAV-     980,697.5   (mgal)                       NAVD 88
 RN0009
 RN0009  HORZ ORDER  -  FIRST
 RN0009  VERT ORDER  -  SECOND    CLASS 0
 RN0009  ELLP ORDER  -  THIRD     CLASS II
 RN0009
 RN0009.The horizontal coordinates were established by GPS observations
 RN0009.and adjusted by the MN DEPT OF TRANSP in January 2004..
 RN0009
 RN0009.The orthometric height was determined by differential leveling
 RN0009.and adjusted by the National Geodetic Survey in June 1991..
 RN0009
 RN0009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN0009
 RN0009.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0009
 RN0009.The ellipsoidal height was determined by GPS observations
 RN0009.and is referenced to NAD 83.
 RN0009
 RN0009.The geoid height was determined by GEOID03.
 RN0009
 RN0009.The dynamic height is computed by dividing the NAVD 88
 RN0009.geopotential number by the normal gravity value computed on the
 RN0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0009.degrees latitude (g = 980.6199 gals.).
 RN0009
 RN0009.The modeled gravity was interpolated from observed gravity values.
 RN0009
 RN0009;                    North         East     Units Scale Factor Converg.
 RN0009;SPC MN N     -   127,254.279   867,002.195   MT  1.00008319   +0 38 59.3
 RN0009;UTM  15      - 5,176,756.436   559,332.036   MT  0.99964327   +0 33 56.4
 RN0009
 RN0009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0009!SPC MN N     -   0.99994379  x   1.00008319  =   1.00002698
 RN0009!UTM  15      -   0.99994379  x   0.99964327  =   0.99958708
 RN0009
 RN0009                          SUPERSEDED SURVEY CONTROL
 RN0009
 RN0009  NAVD 88 (01/28/04)  386.74   (m)         1268.8    (f) LEVELING    3  
 RN0009
 RN0009.Superseded values are not recommended for survey control.
 RN0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0009.See file dsdata.txt to determine how the superseded data were derived.
 RN0009
 RN0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5933276756(NAD 83)
 RN0009_MARKER: DB = BENCH MARK DISK
 RN0009_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RN0009_SP_SET: GRANITE LEDGE
 RN0009_STAMPING: 6908 A 1 1957
 RN0009_MARK LOGO: MNDT  
 RN0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0009+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2001
 RN0009
 RN0009  HISTORY     - Date     Condition        Report By
 RN0009  HISTORY     - 1974     MONUMENTED       MNDT
 RN0009  HISTORY     - 1974     GOOD             MNDT
 RN0009  HISTORY     - 19960924 GOOD             USPSQD
 RN0009  HISTORY     - 20010828 GOOD             MNDT
 RN0009
 RN0009                          STATION DESCRIPTION
 RN0009
 RN0009'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0009'IN PROCTOR.
 RN0009'THE MARK IS LOCATED 1.15 FEET NORTHWESTERLY ALONG TRUNK HIGHWAY 2 FROM
 RN0009'THE JUNCTION OF TRUNK HIGHWAYS 2 AND 65 AT DULUTH.  IT IS 0.05 MILE
 RN0009'NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 48
 RN0009'(SECOND AVENUE) AND IS AT MILEPOINT 259.2.  IT IS 55.5 FEET
 RN0009'SOUTH-SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 2, 173.7 FEET
 RN0009'NORTHEAST OF NORTHEAST CORNER OF A TWO-STORY BRICK BUILDING (OLD
 RN0009'SCHOOL) AT A GOLF COURSE, 44.8 FEET NORTH OF THE WEST CORNER OF
 RN0009'CONCRETE BASE OF 15 FOOT HIGH STAND HOLDING A JET FIGHTER PLANE AND IS
 RN0009'6.0 FEET EAST OF WEST END OF 44 FOOT BY 5 FOOT HIGH GRANITE LEDGE. IT
 RN0009'IS SET IN A DRILL HOLE IN THE GRANITE LEDGE AND IS ABOUT 5 FEET ABOVE
 RN0009'THE LEVEL OF TRUNK HIGHWAY 2.  SE 1/4 SECTION 10, T49N, R 15W.
 RN0009
 RN0009                          STATION RECOVERY (1996)
 RN0009
 RN0009'RECOVERY NOTE BY US POWER SQUADRON 1996
 RN0009'RECOVERED IN GOOD CONDITION.
 RN0009
 RN0009                          STATION RECOVERY (2001)
 RN0009
 RN0009'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 RN0009'IN PROCTOR, 1.15 MILES NORTHWEST ON TRUNK HIGHWAY 2 FROM JUNCTION OF
 RN0009'TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 61 AT DULUTH, 0.05 MILES NORTHWEST
 RN0009'ON TRUNK HIGHWAY 2 FROM JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD
 RN0009'48, AT TRUNK HIGHWAY 2 MILEPOINT 259.2, 55.5 FEET SOUTH-SOUTHWEST OF
 RN0009'TRUNK HIGHWAY 2, 173.7 FEET NORTHEAST OF NORTHEAST CORNER OF BRICK
 RN0009'BUILDING, 45 FEET NORTH OF POLE WITH PLANE, 44.8 FEET NORTH OF WEST
 RN0009'CORNER OF CONCRETE BASE, 6.0 FEET EAST OF WEST END OF GRANITE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0011 ***********************************************************************
 RN0011  DESIGNATION -  6908 AB
 RN0011  PID         -  RN0011
 RN0011  STATE/COUNTY-  MN/ST LOUIS
 RN0011  USGS QUAD   -  DULUTH HEIGHTS (1993)
 RN0011
 RN0011                         *CURRENT SURVEY CONTROL
 RN0011  ___________________________________________________________________
 RN0011* NAD 83(1986)-  46 45 03.     (N)    092 13 48.     (W)     SCALED    
 RN0011* NAVD 88     -       386.021  (meters)    1266.47   (feet)  ADJUSTED  
 RN0011  ___________________________________________________________________
 RN0011  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 RN0011  DYNAMIC HT  -         386.056 (meters)    1266.59  (feet)  COMP
 RN0011  MODELED GRAV-     980,693.6   (mgal)                       NAVD 88
 RN0011
 RN0011  VERT ORDER  -  SECOND    CLASS 0
 RN0011
 RN0011.The horizontal coordinates were scaled from a topographic map and have
 RN0011.an estimated accuracy of +/- 6 seconds.
 RN0011
 RN0011.The orthometric height was determined by differential leveling
 RN0011.and adjusted by the National Geodetic Survey in June 1991..
 RN0011
 RN0011.The geoid height was determined by GEOID03.
 RN0011
 RN0011.The dynamic height is computed by dividing the NAVD 88
 RN0011.geopotential number by the normal gravity value computed on the
 RN0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0011.degrees latitude (g = 980.6199 gals.).
 RN0011
 RN0011.The modeled gravity was interpolated from observed gravity values.
 RN0011
 RN0011;                    North         East    Units  Estimated Accuracy
 RN0011;SPC MN N     -   128,260.      866,480.      MT  (+/- 180 meters Scaled)
 RN0011
 RN0011                          SUPERSEDED SURVEY CONTROL
 RN0011
 RN0011.No superseded survey control is available for this station.
 RN0011
 RN0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM588777(NAD 83)
 RN0011_MARKER: DD = SURVEY DISK
 RN0011_SETTING: 66 = SET IN ROCK OUTCROP
 RN0011_SP_SET: GRANITE LEDGE
 RN0011_STAMPING: 6908 AB 1974
 RN0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RN0011+STABILITY: POSITION/ELEVATION WELL
 RN0011
 RN0011  HISTORY     - Date     Condition        Report By
 RN0011  HISTORY     - 1974     MONUMENTED       MNDT
 RN0011
 RN0011                          STATION DESCRIPTION
 RN0011
 RN0011'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0011'IN PROCTOR.
 RN0011'THE MARK IS LOCATED 2.05 MILES NORTHWESTERLY ALONG TRUNK HIGHWAY 2
 RN0011'FROM THE JUNCTION OF TRUNK HIGHWAYS 2 AND 61 IN DULUTH.  IT IS 1.35
 RN0011'MILES SOUTHEAST ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK
 RN0011'HIGHWAY 2 AND COUNTY ROAD 696.  IT IS AT MILEPOINT 258.4.  IT IS 46.0
 RN0011'FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 2, AND IS 5 FEET
 RN0011'SOUTHEAST OF THE NORTHWEST END OF A 60 FOOT BY 6 FOOT BY 3 FOOT HIGH
 RN0011'GRANITE LEDGE.  IT IS SET IN A DRILL HOLE IN THE GRANITE LEDGE AND IS
 RN0011'ABOUT LEVEL WITH TRUNK HIGHWAY 2.  SW 1/4 SECTION 3, T49N, R15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0013 ***********************************************************************
 RN0013  DESIGNATION -  6908 AC
 RN0013  PID         -  RN0013
 RN0013  STATE/COUNTY-  MN/ST LOUIS
 RN0013  USGS QUAD   -  DULUTH HEIGHTS (1993)
 RN0013
 RN0013                         *CURRENT SURVEY CONTROL
 RN0013  ___________________________________________________________________
 RN0013* NAD 83(1986)-  46 45 41.     (N)    092 14 34.     (W)     SCALED    
 RN0013* NAVD 88     -       388.926  (meters)    1276.00   (feet)  ADJUSTED  
 RN0013  ___________________________________________________________________
 RN0013  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 RN0013  DYNAMIC HT  -         388.960 (meters)    1276.11  (feet)  COMP
 RN0013  MODELED GRAV-     980,689.2   (mgal)                       NAVD 88
 RN0013
 RN0013  VERT ORDER  -  SECOND    CLASS 0
 RN0013
 RN0013.The horizontal coordinates were scaled from a topographic map and have
 RN0013.an estimated accuracy of +/- 6 seconds.
 RN0013
 RN0013.The orthometric height was determined by differential leveling
 RN0013.and adjusted by the National Geodetic Survey in June 1991..
 RN0013
 RN0013.The geoid height was determined by GEOID03.
 RN0013
 RN0013.The dynamic height is computed by dividing the NAVD 88
 RN0013.geopotential number by the normal gravity value computed on the
 RN0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0013.degrees latitude (g = 980.6199 gals.).
 RN0013
 RN0013.The modeled gravity was interpolated from observed gravity values.
 RN0013
 RN0013;                    North         East    Units  Estimated Accuracy
 RN0013;SPC MN N     -   129,420.      865,490.      MT  (+/- 180 meters Scaled)
 RN0013
 RN0013                          SUPERSEDED SURVEY CONTROL
 RN0013
 RN0013.No superseded survey control is available for this station.
 RN0013
 RN0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM578789(NAD 83)
 RN0013_MARKER: DD = SURVEY DISK
 RN0013_SETTING: 66 = SET IN ROCK OUTCROP
 RN0013_SP_SET: GRANITE LEDGE
 RN0013_STAMPING: 6908 AC
 RN0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RN0013+STABILITY: POSITION/ELEVATION WELL
 RN0013
 RN0013  HISTORY     - Date     Condition        Report By
 RN0013  HISTORY     - UNK      MONUMENTED       MNDT
 RN0013  HISTORY     - 1974     GOOD             MNDT
 RN0013  HISTORY     - 20011102 GOOD             USPSQD
 RN0013
 RN0013                          STATION DESCRIPTION
 RN0013
 RN0013'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0013'0.25 MI NW FROM PROCTOR.
 RN0013'THE MARK IS LOCATED 3.15 MILE NORTHWESTERLY ALONG TRUNK HIGHWAY 2 FROM
 RN0013'THE JUNCTION OF TRUNK HIGHWAYS 2 AND 61 IN DULUTH.  IT IS 0.35 MILE
 RN0013'SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 696 AND
 RN0013'IS AT TRUNK HIGHWAY 2 MILEPOINT 257.45.  IT IS 63.0 FEET SOUTHWEST OF
 RN0013'THE CENTERLINE OF TRUNK HIGHWAY 2 AND IS 93.0 FEET NORTHEAST OF THE
 RN0013'NORTHEAST CORNER OF A GREEN TWO-STORY STUCCO HOUSE. IT IS SET IN A
 RN0013'DRILL HOLE NEAR THE CENTER OF A 6 FOOT BY 6 FOOT BY 4 FOOT HIGH
 RN0013'GRANITE LEDGE.  IT IS ABOUT 5 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 2.
 RN0013'NW 1/4 SECTION 4, T 49N, R 15W.
 RN0013
 RN0013                          STATION RECOVERY (2001)
 RN0013
 RN0013'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNG)
 RN0013'MILEAGE SOUTH FROM HWY 43 ON C-SAH 4 IS 2.1 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0017 ***********************************************************************
 RN0017  DESIGNATION -  6908 AE
 RN0017  PID         -  RN0017
 RN0017  STATE/COUNTY-  MN/ST LOUIS
 RN0017  USGS QUAD   -  ADOLPH (1993)
 RN0017
 RN0017                         *CURRENT SURVEY CONTROL
 RN0017  ___________________________________________________________________
 RN0017* NAD 83(1986)-  46 46 45.     (N)    092 16 29.     (W)     SCALED    
 RN0017* NAVD 88     -       385.810  (meters)    1265.78   (feet)  ADJUSTED  
 RN0017  ___________________________________________________________________
 RN0017  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 RN0017  DYNAMIC HT  -         385.841 (meters)    1265.88  (feet)  COMP
 RN0017  MODELED GRAV-     980,681.7   (mgal)                       NAVD 88
 RN0017
 RN0017  VERT ORDER  -  SECOND    CLASS 0
 RN0017
 RN0017.The horizontal coordinates were scaled from a topographic map and have
 RN0017.an estimated accuracy of +/- 6 seconds.
 RN0017
 RN0017.The orthometric height was determined by differential leveling
 RN0017.and adjusted by the National Geodetic Survey in June 1991..
 RN0017
 RN0017.The geoid height was determined by GEOID03.
 RN0017
 RN0017.The dynamic height is computed by dividing the NAVD 88
 RN0017.geopotential number by the normal gravity value computed on the
 RN0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0017.degrees latitude (g = 980.6199 gals.).
 RN0017
 RN0017.The modeled gravity was interpolated from observed gravity values.
 RN0017
 RN0017;                    North         East    Units  Estimated Accuracy
 RN0017;SPC MN N     -   131,370.      863,030.      MT  (+/- 180 meters Scaled)
 RN0017
 RN0017                          SUPERSEDED SURVEY CONTROL
 RN0017
 RN0017.No superseded survey control is available for this station.
 RN0017
 RN0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM553808(NAD 83)
 RN0017_MARKER: DD = SURVEY DISK
 RN0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0017_SP_SET: LOADING DOCK
 RN0017_STAMPING: 6908 AE 1974
 RN0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0017
 RN0017  HISTORY     - Date     Condition        Report By
 RN0017  HISTORY     - 1974     MONUMENTED       MNDT
 RN0017
 RN0017                          STATION DESCRIPTION
 RN0017
 RN0017'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0017'IN ADOLPH.
 RN0017'THE MARK IS LOCATED NEAR THE CORNER OF ALMQUIST ROAD, AND MORRIS
 RN0017'THOMAS ROAD IN ADOLPH.  IT IS 54.0 FEET EAST OF ALMQUIST ROAD
 RN0017'(TOWNSHIP ROAD) 124 FEET NORTH OF MORRIS THOMAS ROAD (COUNTY ROAD 56),
 RN0017'166.5 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 2, 45.5 FEET
 RN0017'SOUTHWEST OF SOUTHWEST RAIL OF A SPUR LINE TRACK OF THE DULUTH
 RN0017'WINNIPEG AND PACIFIC RAILROAD, AND 0.8 FOOT WEST OF THE NORTHWEST
 RN0017'CORNER OF A ONE STORY METAL STORAGE SHED AT THE STANDARD OIL FUEL
 RN0017'STORAGE TANK.  IT IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A
 RN0017'6 FOOT BY 20 FOOT BY 2 FOOT HIGH CONCRETE LOADING DOCK.  IT IS ABOUT 3
 RN0017'FEET BELOW THE LEVEL OF TRUNK HIGHWAY 2 AND IS 3.3 FEET SOUTHEAST OF A
 RN0017'STEEL WITNESS POST.  SW 1/4 SECTION 29, T50N, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0031 ***********************************************************************
 RN0031  DESIGNATION -  6908 AG
 RN0031  PID         -  RN0031
 RN0031  STATE/COUNTY-  MN/ST LOUIS
 RN0031  USGS QUAD   -  ADOLPH (1993)
 RN0031
 RN0031                         *CURRENT SURVEY CONTROL
 RN0031  ___________________________________________________________________
 RN0031* NAD 83(1986)-  46 48 15.     (N)    092 21 51.     (W)     SCALED    
 RN0031* NAVD 88     -       417.557  (meters)    1369.93   (feet)  ADJUSTED  
 RN0031  ___________________________________________________________________
 RN0031  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 RN0031  DYNAMIC HT  -         417.583 (meters)    1370.02  (feet)  COMP
 RN0031  MODELED GRAV-     980,665.0   (mgal)                       NAVD 88
 RN0031
 RN0031  VERT ORDER  -  SECOND    CLASS 0
 RN0031
 RN0031.The horizontal coordinates were scaled from a topographic map and have
 RN0031.an estimated accuracy of +/- 6 seconds.
 RN0031
 RN0031.The orthometric height was determined by differential leveling
 RN0031.and adjusted by the National Geodetic Survey in June 1991..
 RN0031
 RN0031.The geoid height was determined by GEOID03.
 RN0031
 RN0031.The dynamic height is computed by dividing the NAVD 88
 RN0031.geopotential number by the normal gravity value computed on the
 RN0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0031.degrees latitude (g = 980.6199 gals.).
 RN0031
 RN0031.The modeled gravity was interpolated from observed gravity values.
 RN0031
 RN0031;                    North         East    Units  Estimated Accuracy
 RN0031;SPC MN N     -   134,080.      856,170.      MT  (+/- 180 meters Scaled)
 RN0031
 RN0031                          SUPERSEDED SURVEY CONTROL
 RN0031
 RN0031  NGVD 29 (??/??/92)  417.42   (m)         1369.5    (f) COMPUTED    2 0
 RN0031
 RN0031.Superseded values are not recommended for survey control.
 RN0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0031.See file dsdata.txt to determine how the superseded data were derived.
 RN0031
 RN0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM485835(NAD 83)
 RN0031_MARKER: DD = SURVEY DISK
 RN0031_SETTING: 80 = SET IN A BOULDER
 RN0031_SP_SET: BOULDER
 RN0031_STAMPING: 6908 AG 1974
 RN0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0031+STABILITY: SURFACE MOTION
 RN0031
 RN0031  HISTORY     - Date     Condition        Report By
 RN0031  HISTORY     - 1974     MONUMENTED       MNDT
 RN0031
 RN0031                          STATION DESCRIPTION
 RN0031
 RN0031'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0031'1 MI W FROM MUNGER.
 RN0031'THE MARK IS LOCATED APPROXIMATELY 300 FEET SOUTH ALONG COUNTY ROAD 98
 RN0031'FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 98 (MILEPOINT
 RN0031'250.85) WHICH IS 3.95 MILES SOUTHEASTERLY ALONG TRUNK HIGHWAY 2 FROM
 RN0031'THE JUNCTION OF TRUNK HIGHWAY 2 AND 194 (1.5 MILE SOUTHEAST OF
 RN0031'SAGINAW).  IT IS 38.2 FEET EAST OF THE CENTER OF COUNTY ROAD 98, 6
 RN0031'FEET SOUTH OF THE PROJECTED CENTER OF DRIVEWAY WEST, AND 100.0 FEET
 RN0031'NORTHEAST OF POWER POLE NUMBER 23733 (WITH TRANSFORMER).  IT IS SET IN
 RN0031'A DRILL HOLE IN A 10 FOOT BY 10 FOOT BY 2 FOOT HIGH BOULDER AND IS
 RN0031'ABOUT LEVEL WITH COUNTY ROAD 98.  NW 1/4 SECTION 22, T 50N, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0035 ***********************************************************************
 RN0035  DESIGNATION -  6908 AH
 RN0035  PID         -  RN0035
 RN0035  STATE/COUNTY-  MN/ST LOUIS
 RN0035  USGS QUAD   -  ADOLPH (1993)
 RN0035
 RN0035                         *CURRENT SURVEY CONTROL
 RN0035  ___________________________________________________________________
 RN0035* NAD 83(1986)-  46 48 20.     (N)    092 22 14.     (W)     SCALED    
 RN0035* NAVD 88     -       414.464  (meters)    1359.79   (feet)  ADJUSTED  
 RN0035  ___________________________________________________________________
 RN0035  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 RN0035  DYNAMIC HT  -         414.491 (meters)    1359.88  (feet)  COMP
 RN0035  MODELED GRAV-     980,664.4   (mgal)                       NAVD 88
 RN0035
 RN0035  VERT ORDER  -  SECOND    CLASS 0
 RN0035
 RN0035.The horizontal coordinates were scaled from a topographic map and have
 RN0035.an estimated accuracy of +/- 6 seconds.
 RN0035
 RN0035.The orthometric height was determined by differential leveling
 RN0035.and adjusted by the National Geodetic Survey in June 1991..
 RN0035
 RN0035.The geoid height was determined by GEOID03.
 RN0035
 RN0035.The dynamic height is computed by dividing the NAVD 88
 RN0035.geopotential number by the normal gravity value computed on the
 RN0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0035.degrees latitude (g = 980.6199 gals.).
 RN0035
 RN0035.The modeled gravity was interpolated from observed gravity values.
 RN0035
 RN0035;                    North         East    Units  Estimated Accuracy
 RN0035;SPC MN N     -   134,230.      855,680.      MT  (+/- 180 meters Scaled)
 RN0035
 RN0035                          SUPERSEDED SURVEY CONTROL
 RN0035
 RN0035  NGVD 29 (??/??/92)  414.36   (m)         1359.4    (f) COMPUTED    2 0
 RN0035
 RN0035.Superseded values are not recommended for survey control.
 RN0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0035.See file dsdata.txt to determine how the superseded data were derived.
 RN0035
 RN0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM480837(NAD 83)
 RN0035_MARKER: DD = SURVEY DISK
 RN0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0035_SP_SET: CULVERT
 RN0035_STAMPING: 6908 AH 1974
 RN0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0035
 RN0035  HISTORY     - Date     Condition        Report By
 RN0035  HISTORY     - 1974     MONUMENTED       MNDT
 RN0035
 RN0035                          STATION DESCRIPTION
 RN0035
 RN0035'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0035'1.35 MI WNW FROM MUNGER.
 RN0035'THE MARK IS LOCATED 3.6 MILES SOUTHEAST ON TRUNK HIGHWAY 2 AND OLD
 RN0035'TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAYS 2 AND 194 (1.5
 RN0035'MILES SOUTHEAST OF SAGINAW) AND IS ABOUT 0.5 MILE NORTHWEST ALONG OLD
 RN0035'TRUNK HIGHWAY 2 FROM THE JUNCTION OF OLD TRUNK HIGHWAY 2 AND COUNTY
 RN0035'ROAD 98 (1 MILE WEST OF MUNGER).  IT IS 17.5 FEET NORTHEAST OF THE
 RN0035'CENTERLINE OF OLD TRUNK HIGHWAY 2, 132.2 FEET SOUTHWEST OF NEW TRUNK
 RN0035'HIGHWAY 2 AND 64.8 FEET SOUTHWEST OF A RIGHT-OF-WAY POST.  IT IS SET
 RN0035'IN A DRILL HOLE IN THE CENTER OF THE NORTHEAST HEADWALL OF A 5 FOOT BY
 RN0035'8 FOOT BOX CULVERT UNDER OLD TRUNK HIGHWAY 2.  IT IS ABOUT LEVEL WITH
 RN0035'OLD TRUNK HIGHWAY 2 AND IS ABOUT 3 FEET BELOW THE LEVEL OF TRUNK
 RN0035'HIGHWAY 2.  NE 1/4 SECTION 21, T50N, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0037 ***********************************************************************
 RN0037  DESIGNATION -  6908 AJ
 RN0037  PID         -  RN0037
 RN0037  STATE/COUNTY-  MN/ST LOUIS
 RN0037  USGS QUAD   -  SAGINAW (1969)
 RN0037
 RN0037                         *CURRENT SURVEY CONTROL
 RN0037  ___________________________________________________________________
 RN0037* NAD 83(1986)-  46 49 08.     (N)    092 23 07.     (W)     SCALED    
 RN0037* NAVD 88     -       419.723  (meters)    1377.04   (feet)  ADJUSTED  
 RN0037  ___________________________________________________________________
 RN0037  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 RN0037  DYNAMIC HT  -         419.749 (meters)    1377.13  (feet)  COMP
 RN0037  MODELED GRAV-     980,662.6   (mgal)                       NAVD 88
 RN0037
 RN0037  VERT ORDER  -  SECOND    CLASS 0
 RN0037
 RN0037.The horizontal coordinates were scaled from a topographic map and have
 RN0037.an estimated accuracy of +/- 6 seconds.
 RN0037
 RN0037.The orthometric height was determined by differential leveling
 RN0037.and adjusted by the National Geodetic Survey in June 1991..
 RN0037
 RN0037.The geoid height was determined by GEOID03.
 RN0037
 RN0037.The dynamic height is computed by dividing the NAVD 88
 RN0037.geopotential number by the normal gravity value computed on the
 RN0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0037.degrees latitude (g = 980.6199 gals.).
 RN0037
 RN0037.The modeled gravity was interpolated from observed gravity values.
 RN0037
 RN0037;                    North         East    Units  Estimated Accuracy
 RN0037;SPC MN N     -   135,710.      854,550.      MT  (+/- 180 meters Scaled)
 RN0037
 RN0037                          SUPERSEDED SURVEY CONTROL
 RN0037
 RN0037.No superseded survey control is available for this station.
 RN0037
 RN0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM468852(NAD 83)
 RN0037_MARKER: DD = SURVEY DISK
 RN0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0037_SP_SET: ROD
 RN0037_STAMPING: 6908 AJ 1974
 RN0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0037
 RN0037  HISTORY     - Date     Condition        Report By
 RN0037  HISTORY     - 1974     MONUMENTED       MNDT
 RN0037
 RN0037                          STATION DESCRIPTION
 RN0037
 RN0037'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0037'2.3 MI NW FROM MUNGER.
 RN0037'THE MARK IS LOCATED 2.5 MILES SOUTHEAST ALONG TRUNK HIGHWAY 2 FROM THE
 RN0037'JUNCTION OF TRUNK HIGHWAYS 2 AND 194 (1.5 MILES SOUTHEAST OF SAGINAW)
 RN0037'AND IS AT MILEPOINT 249.3.  IT IS 67.8 FEET NORTHEAST OF THE
 RN0037'CENTERLINE OF TRUNK HIGHWAY 2, 159.0 FEET WEST OF THE SOUTHWEST CORNER
 RN0037'OF A 1-STORY YELLOW FRAME GARAGE, AND 14.0 FEET SOUTHWEST OF A 10 INCH
 RN0037'BRICH TREE.  IT IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 20 FOOT
 RN0037'LONG COPPER-COATED STEEL ROD DRIVEN INTO THE GROUND.  IT PROJECTS 3
 RN0037'INCHES ABOVE THE SURFACE OF THE GROUND, IS ABOUT 3 FEET ABOVE THE
 RN0037'LEVEL OF THE HIGHWAY AND IS 1.3 FEET SOUTHWEST OF A STEEL WITNESS
 RN0037'POST.  NW 1/4 SECTION 16, T 50N, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0045 ***********************************************************************
 RN0045  DESIGNATION -  6908 AL
 RN0045  PID         -  RN0045
 RN0045  STATE/COUNTY-  MN/ST LOUIS
 RN0045  USGS QUAD   -  SAGINAW (1969)
 RN0045
 RN0045                         *CURRENT SURVEY CONTROL
 RN0045  ___________________________________________________________________
 RN0045* NAD 83(1986)-  46 50 14.     (N)    092 24 26.     (W)     SCALED    
 RN0045* NAVD 88     -       417.093  (meters)    1368.41   (feet)  ADJUSTED  
 RN0045  ___________________________________________________________________
 RN0045  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 RN0045  DYNAMIC HT  -         417.118 (meters)    1368.49  (feet)  COMP
 RN0045  MODELED GRAV-     980,661.3   (mgal)                       NAVD 88
 RN0045
 RN0045  VERT ORDER  -  SECOND    CLASS 0
 RN0045
 RN0045.The horizontal coordinates were scaled from a topographic map and have
 RN0045.an estimated accuracy of +/- 6 seconds.
 RN0045
 RN0045.The orthometric height was determined by differential leveling
 RN0045.and adjusted by the National Geodetic Survey in June 1991..
 RN0045
 RN0045.The geoid height was determined by GEOID03.
 RN0045
 RN0045.The dynamic height is computed by dividing the NAVD 88
 RN0045.geopotential number by the normal gravity value computed on the
 RN0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0045.degrees latitude (g = 980.6199 gals.).
 RN0045
 RN0045.The modeled gravity was interpolated from observed gravity values.
 RN0045
 RN0045;                    North         East    Units  Estimated Accuracy
 RN0045;SPC MN N     -   137,730.      852,850.      MT  (+/- 180 meters Scaled)
 RN0045
 RN0045                          SUPERSEDED SURVEY CONTROL
 RN0045
 RN0045.No superseded survey control is available for this station.
 RN0045
 RN0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM452872(NAD 83)
 RN0045_MARKER: DD = SURVEY DISK
 RN0045_SETTING: 80 = SET IN A BOULDER
 RN0045_SP_SET: BOULDER
 RN0045_STAMPING: 6908 AL 1974
 RN0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0045+STABILITY: SURFACE MOTION
 RN0045
 RN0045  HISTORY     - Date     Condition        Report By
 RN0045  HISTORY     - 1974     MONUMENTED       MNDT
 RN0045
 RN0045                          STATION DESCRIPTION
 RN0045
 RN0045'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0045'2.3 MI SE FROM SAGINAW.
 RN0045'THE MARK IS LOCATED ABOUT 0.85 MILE SOUTHEAST ALONG TRUNK HIGHWAY 2
 RN0045'FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND 194 (1.5 MILES SOUTHEAST OF
 RN0045'SAGINAW) AND IS NEAR THE NORTHEAST CORNER OF SECTION 5, TOWNSHIP 50
 RN0045'NORTH AND RANGE 16 WEST.  IT IS AT MILEPOINT 247.65.  IT IS 210.0 FEET
 RN0045'SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 2, ABOUT 500 FEET WEST OF
 RN0045'AND ACROSS TRUNK HIGHWAY 2 FROM THE PONDEROSA INN, 66.0 FEET SOUTHWEST
 RN0045'OF A 2 INCH IRON PIPE (NORTHEAST CORNER OF SECTION 5), 53.6 FEET
 RN0045'NORTHEAST OF THE NORTHEAST RAIL OF THE DULUTH, MISSABE AND IRON RANGE
 RN0045'RAILROAD, AND 44.4 FEET EAST OF A STEEL RAILROAD WHISTLE POST. IT IS
 RN0045'SET IN A DRILL HOLE IN THE HIGH POINT OF A 10 FOOT BY 12 FOOT BY 6
 RN0045'FOOT HIGH GRANITE BOULDER.  IT IS ABOUT LEVEL WITH THE RAILROAD AND
 RN0045'THE HIGHWAY.  SW 1/4 SECTION 5, T50N, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0372 ***********************************************************************
 RN0372  DESIGNATION -  6908 AM
 RN0372  PID         -  RN0372
 RN0372  STATE/COUNTY-  MN/ST LOUIS
 RN0372  USGS QUAD   -  SAGINAW (1969)
 RN0372
 RN0372                         *CURRENT SURVEY CONTROL
 RN0372  ___________________________________________________________________
 RN0372* NAD 83(1986)-  46 50 45.     (N)    092 25 21.     (W)     SCALED    
 RN0372* NAVD 88     -       411.013  (meters)    1348.47   (feet)  ADJUSTED  
 RN0372  ___________________________________________________________________
 RN0372  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 RN0372  DYNAMIC HT  -         411.037 (meters)    1348.54  (feet)  COMP
 RN0372  MODELED GRAV-     980,661.1   (mgal)                       NAVD 88
 RN0372
 RN0372  VERT ORDER  -  SECOND    CLASS 0
 RN0372
 RN0372.The horizontal coordinates were scaled from a topographic map and have
 RN0372.an estimated accuracy of +/- 6 seconds.
 RN0372
 RN0372.The orthometric height was determined by differential leveling
 RN0372.and adjusted by the National Geodetic Survey in June 1991..
 RN0372
 RN0372.The geoid height was determined by GEOID03.
 RN0372
 RN0372.The dynamic height is computed by dividing the NAVD 88
 RN0372.geopotential number by the normal gravity value computed on the
 RN0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0372.degrees latitude (g = 980.6199 gals.).
 RN0372
 RN0372.The modeled gravity was interpolated from observed gravity values.
 RN0372
 RN0372;                    North         East    Units  Estimated Accuracy
 RN0372;SPC MN N     -   138,680.      851,680.      MT  (+/- 180 meters Scaled)
 RN0372
 RN0372                          SUPERSEDED SURVEY CONTROL
 RN0372
 RN0372.No superseded survey control is available for this station.
 RN0372
 RN0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM440881(NAD 83)
 RN0372_MARKER: DD = SURVEY DISK
 RN0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0372_SP_SET: PILLAR
 RN0372_STAMPING: 6908 AM 1974
 RN0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0372
 RN0372  HISTORY     - Date     Condition        Report By
 RN0372  HISTORY     - 1974     MONUMENTED       MNDT
 RN0372  HISTORY     - 20041017 GOOD             GEOCAC
 RN0372
 RN0372                          STATION DESCRIPTION
 RN0372
 RN0372'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0372'1.35 MI SE FROM SAGINAW.
 RN0372'THE MARK IS LOCATED 1.7 MILES EASTERLY ALONG TRUNK HIGHWAY 2 FROM THE
 RN0372'JUNCTION OF TRUNK HIGHWAYS 2 AND 33 (1.15 MILES SOUTHWEST OF SAGINAW)
 RN0372'AND 0.25 MILE WESTERLY ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF
 RN0372'TRUNK HIGHWAYS 2 AND 194 (1.5 MILES SOUTHEAST OF SAGINAW), AT BRIDGE
 RN0372'5204 (DULUTH, MISSABE AND IRON RANGE RAILROAD OVER TRUNK HIGHWAY 2).
 RN0372'IT IS AT MILEPOINT 246.6.  IT IS 24.3 FEET NORTHWEST OF THE CENTERLINE
 RN0372'OF TRUNK HIGHWAY 2, AND IS SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 RN0372'NORTHEAST PILLAR OF THE FIRST SET OF PILLARS NORTH OF TRUNK HIGHWAY 2.
 RN0372'IT IS 2.0 FEET SOUTHWEST OF THE SOUTHEAST EDGE OF THE CONCRETE PILLAR
 RN0372'AND IS ABOUT 3 FEET ABOVE THE LEVEL OF THE GROUND. NW 1/4 SECTION 6, T
 RN0372'50N, R 16W.
 RN0372
 RN0372                          STATION RECOVERY (2004)
 RN0372
 RN0372'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 RN0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0373 ***********************************************************************
 RN0373  DESIGNATION -  6908 AN
 RN0373  PID         -  RN0373
 RN0373  STATE/COUNTY-  MN/ST LOUIS
 RN0373  USGS QUAD   -  SAGINAW (1969)
 RN0373
 RN0373                         *CURRENT SURVEY CONTROL
 RN0373  ___________________________________________________________________
 RN0373* NAD 83(1986)-  46 50 40.     (N)    092 26 04.     (W)     SCALED    
 RN0373* NAVD 88     -       402.427  (meters)    1320.30   (feet)  ADJUSTED  
 RN0373  ___________________________________________________________________
 RN0373  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 RN0373  DYNAMIC HT  -         402.451 (meters)    1320.37  (feet)  COMP
 RN0373  MODELED GRAV-     980,661.0   (mgal)                       NAVD 88
 RN0373
 RN0373  VERT ORDER  -  SECOND    CLASS 0
 RN0373
 RN0373.The horizontal coordinates were scaled from a topographic map and have
 RN0373.an estimated accuracy of +/- 6 seconds.
 RN0373
 RN0373.The orthometric height was determined by differential leveling
 RN0373.and adjusted by the National Geodetic Survey in June 1991..
 RN0373
 RN0373.The geoid height was determined by GEOID03.
 RN0373
 RN0373.The dynamic height is computed by dividing the NAVD 88
 RN0373.geopotential number by the normal gravity value computed on the
 RN0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0373.degrees latitude (g = 980.6199 gals.).
 RN0373
 RN0373.The modeled gravity was interpolated from observed gravity values.
 RN0373
 RN0373;                    North         East    Units  Estimated Accuracy
 RN0373;SPC MN N     -   138,510.      850,770.      MT  (+/- 180 meters Scaled)
 RN0373
 RN0373                          SUPERSEDED SURVEY CONTROL
 RN0373
 RN0373.No superseded survey control is available for this station.
 RN0373
 RN0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM431880(NAD 83)
 RN0373_MARKER: DD = SURVEY DISK
 RN0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0373_SP_SET: CULVERT
 RN0373_STAMPING: 6908 AN 1974
 RN0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0373
 RN0373  HISTORY     - Date     Condition        Report By
 RN0373  HISTORY     - 1974     MONUMENTED       MNDT
 RN0373  HISTORY     - 20041030 GOOD             GEOCAC
 RN0373
 RN0373                          STATION DESCRIPTION
 RN0373
 RN0373'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0373'1 MI SSE FROM SAGINAW.
 RN0373'THE MARK IS LOCATED 1.1 MILES EAST ALONG TRUNK HIGHWAY 2 FROM THE
 RN0373'JUNCTION OF TRUNK HIGHWAYS 2 AND 33 (1.15 MILES SOUTHWEST OF SAGINAW)
 RN0373'AND 0.85 MILE WESTERLY ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF
 RN0373'TRUNK HIGHWAYS 2 AND 194 (1.5 MILES SOUTHEAST OF SAGINAW).  IT IS 68.0
 RN0373'FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 2, AND 208.0 FEET WEST
 RN0373'OF MILEPOST 246.  IT IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER
 RN0373'(HEADWALL) OF A 5 FOOT BY 6 FOOT CONCRETE BOX CULVERT (TRUNK HIGHWAY 2
 RN0373'OVER SMALL CREEK).  IT IS ABOUT 20 FEET BELOW THE LEVEL OF TRUNK
 RN0373'HIGHWAY 2.  SE 1/4 SECTION 1, T 50N, R 17W.
 RN0373
 RN0373                          STATION RECOVERY (2004)
 RN0373
 RN0373'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 RN0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0012 ***********************************************************************
 RN0012  DESIGNATION -  6908 B
 RN0012  PID         -  RN0012
 RN0012  STATE/COUNTY-  MN/ST LOUIS
 RN0012  USGS QUAD   -  DULUTH HEIGHTS (1993)
 RN0012
 RN0012                         *CURRENT SURVEY CONTROL
 RN0012  ___________________________________________________________________
 RN0012* NAD 83(1986)-  46 45 28.     (N)    092 14 04.     (W)     SCALED    
 RN0012* NAVD 88     -       397.597  (meters)    1304.45   (feet)  ADJUSTED  
 RN0012  ___________________________________________________________________
 RN0012  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 RN0012  DYNAMIC HT  -         397.633 (meters)    1304.57  (feet)  COMP
 RN0012  MODELED GRAV-     980,691.9   (mgal)                       NAVD 88
 RN0012
 RN0012  VERT ORDER  -  SECOND    CLASS 0
 RN0012
 RN0012.The horizontal coordinates were scaled from a topographic map and have
 RN0012.an estimated accuracy of +/- 6 seconds.
 RN0012
 RN0012.The orthometric height was determined by differential leveling
 RN0012.and adjusted by the National Geodetic Survey in June 1991..
 RN0012
 RN0012.The geoid height was determined by GEOID03.
 RN0012
 RN0012.The dynamic height is computed by dividing the NAVD 88
 RN0012.geopotential number by the normal gravity value computed on the
 RN0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0012.degrees latitude (g = 980.6199 gals.).
 RN0012
 RN0012.The modeled gravity was interpolated from observed gravity values.
 RN0012
 RN0012;                    North         East    Units  Estimated Accuracy
 RN0012;SPC MN N     -   129,030.      866,130.      MT  (+/- 180 meters Scaled)
 RN0012
 RN0012                          SUPERSEDED SURVEY CONTROL
 RN0012
 RN0012.No superseded survey control is available for this station.
 RN0012
 RN0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM584785(NAD 83)
 RN0012_MARKER: DD = SURVEY DISK
 RN0012_SETTING: 66 = SET IN ROCK OUTCROP
 RN0012_SP_SET: ROCK LEDGE
 RN0012_STAMPING: 6908 B 1957
 RN0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RN0012+STABILITY: POSITION/ELEVATION WELL
 RN0012
 RN0012  HISTORY     - Date     Condition        Report By
 RN0012  HISTORY     - 1957     MONUMENTED       MNDT
 RN0012  HISTORY     - 1974     GOOD             MNDT
 RN0012  HISTORY     - 20011102 GOOD             USPSQD
 RN0012
 RN0012                          STATION DESCRIPTION
 RN0012
 RN0012'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0012'IN PROCTOR.
 RN0012'THE MARK IS LOCATED 2.7 MILES NORTHWESTERLY ALONG TRUNK HIGHWAY 2 FROM
 RN0012'THE JUNCTION OF TRUNK HIGHWAY 2 AND 61 IN DULUTH.  IT IS 0.8 MILE
 RN0012'SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 696 AND
 RN0012'IS AT MILEPOINT 257.85.  IT IS 36.5 FEET NORTHEAST OF THE CENTERLINE
 RN0012'OF TRUNK HIGHWAY 2 AND 45 FEET NORTHWEST OF THE SOUTHEAST END OF A 90
 RN0012'FOOT BY 16 FOOT BY 6 FOOT HIGH ROCK LEDGE.  IT IS SET IN A DRILL HOLE
 RN0012'IN THE ROCK LEDGE AND IS ABOUT 4 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY
 RN0012'2.  NW 1/4 SECTION 3, T49N, R15W.
 RN0012
 RN0012                          STATION RECOVERY (2001)
 RN0012
 RN0012'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNG)
 RN0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0028 ***********************************************************************
 RN0028  DESIGNATION -  6908 C
 RN0028  PID         -  RN0028
 RN0028  STATE/COUNTY-  MN/ST LOUIS
 RN0028  USGS QUAD   -  ADOLPH (1993)
 RN0028
 RN0028                         *CURRENT SURVEY CONTROL
 RN0028  ___________________________________________________________________
 RN0028* NAD 83(1996)-  46 48 03.64618(N)    092 20 16.20164(W)     ADJUSTED  
 RN0028* NAVD 88     -       424.626  (meters)    1393.13   (feet)  ADJUSTED  
 RN0028  ___________________________________________________________________
 RN0028  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 RN0028  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 RN0028  DYNAMIC HT  -         424.654 (meters)    1393.22  (feet)  COMP
 RN0028  MODELED GRAV-     980,667.5   (mgal)                       NAVD 88
 RN0028
 RN0028  HORZ ORDER  -  THIRD
 RN0028  VERT ORDER  -  SECOND    CLASS 0
 RN0028
 RN0028.The horizontal coordinates were established by classical geodetic methods
 RN0028.and adjusted by the National Geodetic Survey in March 1999..
 RN0028.No horizontal observational check was made to the station.
 RN0028
 RN0028.The orthometric height was determined by differential leveling
 RN0028.and adjusted by the National Geodetic Survey in June 1991..
 RN0028
 RN0028.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0028
 RN0028.The geoid height was determined by GEOID03.
 RN0028
 RN0028.The dynamic height is computed by dividing the NAVD 88
 RN0028.geopotential number by the normal gravity value computed on the
 RN0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0028.degrees latitude (g = 980.6199 gals.).
 RN0028
 RN0028.The modeled gravity was interpolated from observed gravity values.
 RN0028
 RN0028;                    North         East     Units Scale Factor Converg.
 RN0028;SPC MN N     -   133,752.515   858,184.967   MT  1.00006422   +0 33 53.8
 RN0028;SPC MN C     -   301,941.559   945,950.034   MT  0.99995510   +1 22 59.7
 RN0028;UTM  15      - 5,183,264.623   550,528.094   MT  0.99963138   +0 28 57.8
 RN0028
 RN0028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0028!SPC MN N     -   0.99993790  x   1.00006422  =   1.00000211
 RN0028!SPC MN C     -   0.99993790  x   0.99995510  =   0.99989300
 RN0028!UTM  15      -   0.99993790  x   0.99963138  =   0.99956930
 RN0028
 RN0028                          SUPERSEDED SURVEY CONTROL
 RN0028
 RN0028  NAD 83(1996)-  46 48 03.64112(N)    092 20 16.20376(W) AD(       ) 3
 RN0028  NAD 83(1986)-  46 48 03.64067(N)    092 20 16.20401(W) AD(       ) 3
 RN0028  NAD 27      -  46 48 03.85145(N)    092 20 15.51373(W) AD(       ) 3
 RN0028  NGVD 29 (??/??/92)  424.50   (m)         1392.7    (f) COMPUTED    2 0
 RN0028
 RN0028.Superseded values are not recommended for survey control.
 RN0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0028.See file dsdata.txt to determine how the superseded data were derived.
 RN0028
 RN0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5052883265(NAD 83)
 RN0028_MARKER: DD = SURVEY DISK
 RN0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0028_SP_SET: BRIDGE
 RN0028_STAMPING: 6908 C 1974
 RN0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0028
 RN0028  HISTORY     - Date     Condition        Report By
 RN0028  HISTORY     - 1974     MONUMENTED       MNDT
 RN0028  HISTORY     - 1974     GOOD             MNDT
 RN0028
 RN0028                          STATION DESCRIPTION
 RN0028
 RN0028'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0028'TO REACH STATION CANOSIA FROM THE WEST JUNCTION OF TRUNK HIGHWAY 53
 RN0028'AND TRUNK HIGHWAY 194 (8 MILES NORTHWEST OF THE CITY OF DULUTH),
 RN0028'GO WEST ON TRUNK HIGHWAY 194 FOR 4.7 MILES TO THE BRIDGE OVER
 RN0028'THE DULUTH, WINNIPEG AND PACIFIC RAILROAD TRACKS AND STATION
 RN0028'CANOSIA NEAR THE SOUTHWEST CORNER OF THE BRIDGE.
 RN0028'
 RN0028'THE MARK IS A STANDARD MHD BENCH MARK DISK STAMPED
 RN0028'6908 C, IS SET IN THE SOUTHEAST CORNER (RAILING) OF BRIDGE NUMBER
 RN0028'9233 (THE DULUTH, WINNIPEG AND PACIFIC RAILROAD BRIDGE OVER
 RN0028'TRUNK HIGHWAY 2).  THE MARK IS 65.0 FEET SOUTH OF THE CENTERLINE
 RN0028'OF TRUNK HIGHWAY 2, 7.3 FEET EAST OF THE EAST RAIL OF THE
 RN0028'RAILROAD AND 0.8 FOOT NORTH OF THE SOUTH END OF THE CONCRETE
 RN0028'BRIDGE RAILING.
 RN0028
 RN0028                          STATION RECOVERY (1974)
 RN0028
 RN0028'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RN0028'0.25 MI E FROM MUNGER.
 RN0028'THE MARK IS LOCATED ABOUT 5.2 MILES SOUTHEAST AND EAST ALONG TRUNK
 RN0028'HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND 194 (1.5 MILES
 RN0028'SOUTHEAST OF SAGINAW) AT BRIDGE NUMBER 9233 (DULUTH WINNIPEG AND
 RN0028'PACIFIC RAILROAD OVER TRUNK HIGHWAY).  IT IS AT MILEPOINT 251.95.  IT
 RN0028'IS 65.0 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 2, 7.3 FEET EAST
 RN0028'OF EAST RAIL OF THE RAILROAD, 16.3 FEET NORTH-NORTHWEST OF MHD
 RN0028'TRAVERSE STATION MUNG, 70.2 FEET NORTH-NORTHEAST OF MUNG REFERENCE
 RN0028'MARK NUMBER 1 AND 0.8 FOOT NORTH OF THE SOUTH END OF CONCRETE RAILING.
 RN0028'IT IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER (RAILING) OF BRIDGE
 RN0028'NUMBER 9233.  IT IS ABOUT 3.5 FEET ABOVE THE LEVEL OF THE GROUND. SW
 RN0028'1/4 SECTION 23, T 50N, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0022 ***********************************************************************
 RN0022  DESIGNATION -  6908 D
 RN0022  PID         -  RN0022
 RN0022  STATE/COUNTY-  MN/ST LOUIS
 RN0022  USGS QUAD   -  ADOLPH (1993)
 RN0022
 RN0022                         *CURRENT SURVEY CONTROL
 RN0022  ___________________________________________________________________
 RN0022* NAD 83(1986)-  46 47 40.     (N)    092 18 12.     (W)     SCALED    
 RN0022* NAVD 88     -       399.051  (meters)    1309.22   (feet)  ADJUSTED  
 RN0022  ___________________________________________________________________
 RN0022  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 RN0022  DYNAMIC HT  -         399.080 (meters)    1309.32  (feet)  COMP
 RN0022  MODELED GRAV-     980,673.5   (mgal)                       NAVD 88
 RN0022
 RN0022  VERT ORDER  -  SECOND    CLASS 0
 RN0022
 RN0022.The horizontal coordinates were scaled from a topographic map and have
 RN0022.an estimated accuracy of +/- 6 seconds.
 RN0022
 RN0022.The orthometric height was determined by differential leveling
 RN0022.and adjusted by the National Geodetic Survey in June 1991..
 RN0022
 RN0022.The geoid height was determined by GEOID03.
 RN0022
 RN0022.The dynamic height is computed by dividing the NAVD 88
 RN0022.geopotential number by the normal gravity value computed on the
 RN0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0022.degrees latitude (g = 980.6199 gals.).
 RN0022
 RN0022.The modeled gravity was interpolated from observed gravity values.
 RN0022
 RN0022;                    North         East    Units  Estimated Accuracy
 RN0022;SPC MN N     -   133,050.      860,830.      MT  (+/- 180 meters Scaled)
 RN0022
 RN0022                          SUPERSEDED SURVEY CONTROL
 RN0022
 RN0022.No superseded survey control is available for this station.
 RN0022
 RN0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM531825(NAD 83)
 RN0022_MARKER: DD = SURVEY DISK
 RN0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0022_SP_SET: CULVERT
 RN0022_STAMPING: 6908 D
 RN0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0022
 RN0022  HISTORY     - Date     Condition        Report By
 RN0022  HISTORY     - UNK      MONUMENTED       MNDT
 RN0022  HISTORY     - 1974     GOOD             MNDT
 RN0022
 RN0022                          STATION DESCRIPTION
 RN0022
 RN0022'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0022'1.8 MI NW FROM ADOLPH.
 RN0022'THE MARK IS LOCATED 6.9 MILES SOUTHEAST AND EAST ALONG TRUNK HIGHWAY 2
 RN0022'FROM THE JUNCTION OF TRUNK HIGHWAYS 2 AND 194 (1.5 MILES SOUTHEAST OF
 RN0022'SAGINAW) AND 1.8 MILES NORTHWEST ALONG TRUNK HIGHWAY 2 FROM THE COUNTY
 RN0022'ROAD 56 CROSSING AT ADOLPH.  IT IS AT MILEPOINT 253.75.  IT IS 44.0
 RN0022'FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 2 AND IS SET IN A
 RN0022'DRILL HOLE IN THE SOUTHEAST CORNER (HEADWALL) OF A 12 FOOT BY 8 FOOT
 RN0022'BOX CULVERT (TRUNK HIGHWAY 2 OVER SMALL CREEK).  IT IS ABOUT 8 FEET
 RN0022'BELOW THE LEVEL OF THE HIGHWAY.  SE 1/4 SECTION 24, T 50N, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0016 ***********************************************************************
 RN0016  DESIGNATION -  6908 E
 RN0016  PID         -  RN0016
 RN0016  STATE/COUNTY-  MN/ST LOUIS
 RN0016  USGS QUAD   -  ADOLPH (1993)
 RN0016
 RN0016                         *CURRENT SURVEY CONTROL
 RN0016  ___________________________________________________________________
 RN0016* NAD 83(1986)-  46 46 18.     (N)    092 15 47.     (W)     SCALED    
 RN0016* NAVD 88     -       382.592  (meters)    1255.22   (feet)  ADJUSTED  
 RN0016  ___________________________________________________________________
 RN0016  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 RN0016  DYNAMIC HT  -         382.623 (meters)    1255.32  (feet)  COMP
 RN0016  MODELED GRAV-     980,684.5   (mgal)                       NAVD 88
 RN0016
 RN0016  VERT ORDER  -  SECOND    CLASS 0
 RN0016
 RN0016.The horizontal coordinates were scaled from a topographic map and have
 RN0016.an estimated accuracy of +/- 6 seconds.
 RN0016
 RN0016.The orthometric height was determined by differential leveling
 RN0016.and adjusted by the National Geodetic Survey in June 1991..
 RN0016
 RN0016.The geoid height was determined by GEOID03.
 RN0016
 RN0016.The dynamic height is computed by dividing the NAVD 88
 RN0016.geopotential number by the normal gravity value computed on the
 RN0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0016.degrees latitude (g = 980.6199 gals.).
 RN0016
 RN0016.The modeled gravity was interpolated from observed gravity values.
 RN0016
 RN0016;                    North         East    Units  Estimated Accuracy
 RN0016;SPC MN N     -   130,550.      863,930.      MT  (+/- 180 meters Scaled)
 RN0016
 RN0016                          SUPERSEDED SURVEY CONTROL
 RN0016
 RN0016.No superseded survey control is available for this station.
 RN0016
 RN0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM562800(NAD 83)
 RN0016_MARKER: DD = SURVEY DISK
 RN0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0016_SP_SET: CULVERT
 RN0016_STAMPING: 6908 E 1960
 RN0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0016
 RN0016  HISTORY     - Date     Condition        Report By
 RN0016  HISTORY     - 1960     MONUMENTED       MNDT
 RN0016  HISTORY     - 1974     GOOD             MNDT
 RN0016
 RN0016                          STATION DESCRIPTION
 RN0016
 RN0016'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0016'0.7 MI SE FROM ADOLPH.
 RN0016'THE MARK IS LOCATED 9.4 SOUTHEAST, EAST AND SOUTHEAST ALONG TRUNK
 RN0016'HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAYS 2 AND 194 (1.5 MILES
 RN0016'SOUTHEAST OF SAGINAW), 0.7 MILES SOUTHEAST ALONG TRUNK HIGHWAY 2 FROM
 RN0016'THE COUNTY ROAD 56 CROSSING AT ADOLPH, AND 4.4 MILES NORTHWESTERLY
 RN0016'ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAYS 2 AND 61 IN
 RN0016'DULUTH.  IT IS AT MILEPOINT 256.2.  IT IS 26.0 FEET NORTHEAST OF THE
 RN0016'CENTERLINE OF TRUNK HIGHWAY 2 AND IS SET IN A DRILL HOLE IN THE
 RN0016'SOUTHEAST CORNER (MOST EASTERN) OF A 30 FOOT BY 10 FOOT BOX CULVERT
 RN0016'(TRUNK HIGHWAY 2 OVER MIDWAY RIVER).  IT IS ABOUT 1 FOOT BELOW THE
 RN0016'LEVEL OF THE HIGHWAY.  NE 1/4 SECTION 32, T 50N, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0314 ***********************************************************************
 RN0314  DESIGNATION -  6909 A
 RN0314  PID         -  RN0314
 RN0314  STATE/COUNTY-  MN/ST LOUIS
 RN0314  USGS QUAD   -  WEST DULUTH (1993)
 RN0314
 RN0314                         *CURRENT SURVEY CONTROL
 RN0314  ___________________________________________________________________
 RN0314* NAD 83(1986)-  46 43 55.     (N)    092 12 02.     (W)     SCALED    
 RN0314* NAVD 88     -       314.093  (meters)    1030.49   (feet)  ADJUSTED  
 RN0314  ___________________________________________________________________
 RN0314  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 RN0314  DYNAMIC HT  -         314.128 (meters)    1030.60  (feet)  COMP
 RN0314  MODELED GRAV-     980,717.1   (mgal)                       NAVD 88
 RN0314
 RN0314  VERT ORDER  -  SECOND    CLASS 0
 RN0314
 RN0314.The horizontal coordinates were scaled from a topographic map and have
 RN0314.an estimated accuracy of +/- 6 seconds.
 RN0314
 RN0314.The orthometric height was determined by differential leveling
 RN0314.and adjusted by the National Geodetic Survey in June 1991..
 RN0314
 RN0314.The geoid height was determined by GEOID03.
 RN0314
 RN0314.The dynamic height is computed by dividing the NAVD 88
 RN0314.geopotential number by the normal gravity value computed on the
 RN0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0314.degrees latitude (g = 980.6199 gals.).
 RN0314
 RN0314.The modeled gravity was interpolated from observed gravity values.
 RN0314
 RN0314;                    North         East    Units  Estimated Accuracy
 RN0314;SPC MN N     -   126,190.      868,750.      MT  (+/- 180 meters Scaled)
 RN0314
 RN0314                          SUPERSEDED SURVEY CONTROL
 RN0314
 RN0314  NGVD 29 (??/??/92)  314.045  (m)         1030.33   (f) ADJ UNCH    2 0
 RN0314
 RN0314.Superseded values are not recommended for survey control.
 RN0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0314.See file dsdata.txt to determine how the superseded data were derived.
 RN0314
 RN0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM610756(NAD 83)
 RN0314_MARKER: DD = SURVEY DISK
 RN0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0314_SP_SET: BRIDGE
 RN0314_STAMPING: 6909-A 1957
 RN0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0314
 RN0314  HISTORY     - Date     Condition        Report By
 RN0314  HISTORY     - 1957     MONUMENTED       MNDT
 RN0314  HISTORY     - 1971     GOOD             MNDT
 RN0314
 RN0314                          STATION DESCRIPTION
 RN0314
 RN0314'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0314'IN DULUTH.
 RN0314'MARK IS LOCATED IN WEST DULUTH AT THE JUNCTION OF T.H. 2 AND FAI 35,
 RN0314'IN THE SOUTHWEST CORNER OF BRIDGE NO. 6888, THE DULUTH MISSABE AND
 RN0314'IRON RANGE RAILROAD OVER NORTHBOUND FAI 35.  NE 1/4 SECTION 14, T 49N,
 RN0314'R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0313 ***********************************************************************
 RN0313  DESIGNATION -  6909 A 1
 RN0313  PID         -  RN0313
 RN0313  STATE/COUNTY-  MN/ST LOUIS
 RN0313  USGS QUAD   -  WEST DULUTH (1993)
 RN0313
 RN0313                         *CURRENT SURVEY CONTROL
 RN0313  ___________________________________________________________________
 RN0313* NAD 83(1986)-  46 43 57.     (N)    092 12 01.     (W)     SCALED    
 RN0313* NAVD 88     -       312.864  (meters)    1026.45   (feet)  ADJUSTED  
 RN0313  ___________________________________________________________________
 RN0313  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 RN0313  DYNAMIC HT  -         312.900 (meters)    1026.57  (feet)  COMP
 RN0313  MODELED GRAV-     980,717.1   (mgal)                       NAVD 88
 RN0313
 RN0313  VERT ORDER  -  SECOND    CLASS 0
 RN0313
 RN0313.The horizontal coordinates were scaled from a topographic map and have
 RN0313.an estimated accuracy of +/- 6 seconds.
 RN0313
 RN0313.The orthometric height was determined by differential leveling
 RN0313.and adjusted by the National Geodetic Survey in June 1991..
 RN0313
 RN0313.The geoid height was determined by GEOID03.
 RN0313
 RN0313.The dynamic height is computed by dividing the NAVD 88
 RN0313.geopotential number by the normal gravity value computed on the
 RN0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0313.degrees latitude (g = 980.6199 gals.).
 RN0313
 RN0313.The modeled gravity was interpolated from observed gravity values.
 RN0313
 RN0313;                    North         East    Units  Estimated Accuracy
 RN0313;SPC MN N     -   126,250.      868,770.      MT  (+/- 180 meters Scaled)
 RN0313
 RN0313                          SUPERSEDED SURVEY CONTROL
 RN0313
 RN0313  NGVD 29 (??/??/92)  312.816  (m)         1026.30   (f) ADJ UNCH    2 0
 RN0313
 RN0313.Superseded values are not recommended for survey control.
 RN0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0313.See file dsdata.txt to determine how the superseded data were derived.
 RN0313
 RN0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM611757(NAD 83)
 RN0313_MARKER: DD = SURVEY DISK
 RN0313_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0313_SP_SET: BRIDGE
 RN0313_STAMPING: 6909-A1 1971
 RN0313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0313
 RN0313  HISTORY     - Date     Condition        Report By
 RN0313  HISTORY     - 1971     MONUMENTED       MNDT
 RN0313
 RN0313                          STATION DESCRIPTION
 RN0313
 RN0313'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0313'IN DULUTH.
 RN0313'MARK IS LOCATED IN WEST DULUTH AT THE JUNCTION OF FAI 35 AND T.H. 2,
 RN0313'IN THE SOUTHWEST CORNER OF BRIDGE NO. 69849, DULUTH MISSABE AND IRON
 RN0313'RANGE RAILROAD OVER SOUTHBOUND FAI 35.  NE 1/4 SECTION 14, T 49N, R
 RN0313'15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0315 ***********************************************************************
 RN0315  DESIGNATION -  6909 A 2
 RN0315  PID         -  RN0315
 RN0315  STATE/COUNTY-  MN/ST LOUIS
 RN0315  USGS QUAD   -  WEST DULUTH (1993)
 RN0315
 RN0315                         *CURRENT SURVEY CONTROL
 RN0315  ___________________________________________________________________
 RN0315* NAD 83(1986)-  46 43 52.     (N)    092 12 05.     (W)     SCALED    
 RN0315* NAVD 88     -       317.002  (meters)    1040.03   (feet)  ADJUSTED  
 RN0315  ___________________________________________________________________
 RN0315  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 RN0315  DYNAMIC HT  -         317.038 (meters)    1040.15  (feet)  COMP
 RN0315  MODELED GRAV-     980,716.7   (mgal)                       NAVD 88
 RN0315
 RN0315  VERT ORDER  -  SECOND    CLASS 0
 RN0315
 RN0315.The horizontal coordinates were scaled from a topographic map and have
 RN0315.an estimated accuracy of +/- 6 seconds.
 RN0315
 RN0315.The orthometric height was determined by differential leveling
 RN0315.and adjusted by the National Geodetic Survey in June 1991..
 RN0315
 RN0315.The geoid height was determined by GEOID03.
 RN0315
 RN0315.The dynamic height is computed by dividing the NAVD 88
 RN0315.geopotential number by the normal gravity value computed on the
 RN0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0315.degrees latitude (g = 980.6199 gals.).
 RN0315
 RN0315.The modeled gravity was interpolated from observed gravity values.
 RN0315
 RN0315;                    North         East    Units  Estimated Accuracy
 RN0315;SPC MN N     -   126,090.      868,690.      MT  (+/- 180 meters Scaled)
 RN0315
 RN0315                          SUPERSEDED SURVEY CONTROL
 RN0315
 RN0315  NGVD 29 (??/??/92)  316.954  (m)         1039.87   (f) ADJ UNCH    2 0
 RN0315
 RN0315.Superseded values are not recommended for survey control.
 RN0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0315.See file dsdata.txt to determine how the superseded data were derived.
 RN0315
 RN0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM610755(NAD 83)
 RN0315_MARKER: DD = SURVEY DISK
 RN0315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0315_SP_SET: BRIDGE
 RN0315_STAMPING: 6909-A2 1971
 RN0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0315
 RN0315  HISTORY     - Date     Condition        Report By
 RN0315  HISTORY     - 1971     MONUMENTED       MNDT
 RN0315
 RN0315                          STATION DESCRIPTION
 RN0315
 RN0315'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0315'IN DULUTH.
 RN0315'MARK IS LOCATED IN WEST DULUTH AT THE JUNCTION OF T.H. 2 AND FAI 35,
 RN0315'IN THE SOUTHWEST CORNER (ABUTMENT) OF BRIDGE NO. 69850, DULUTH MISSABE
 RN0315'IRON RANGE RAILROAD OVER THE T.H. 2 SOUTHBOUND CONNECTION TO
 RN0315'NORTHBOUND FAI 35, ABOUT 100 FEET SOUTHEAST OF FAI 35.  NE 1/4 SECTION
 RN0315'14, T 49N, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0073 ***********************************************************************
 RN0073  DESIGNATION -  6910 AB
 RN0073  PID         -  RN0073
 RN0073  STATE/COUNTY-  MN/ST LOUIS
 RN0073  USGS QUAD   -  WEST DULUTH (1993)
 RN0073
 RN0073                         *CURRENT SURVEY CONTROL
 RN0073  ___________________________________________________________________
 RN0073* NAD 83(1986)-  46 40 04.     (N)    092 13 35.     (W)     SCALED    
 RN0073* NAVD 88     -       208.148  (meters)     682.90   (feet)  ADJUSTED  
 RN0073  ___________________________________________________________________
 RN0073  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 RN0073  DYNAMIC HT  -         208.170 (meters)     682.97  (feet)  COMP
 RN0073  MODELED GRAV-     980,716.4   (mgal)                       NAVD 88
 RN0073
 RN0073  VERT ORDER  -  FIRST     CLASS II
 RN0073
 RN0073.The horizontal coordinates were scaled from a topographic map and have
 RN0073.an estimated accuracy of +/- 6 seconds.
 RN0073
 RN0073.The orthometric height was determined by differential leveling
 RN0073.and adjusted by the National Geodetic Survey in June 1991..
 RN0073
 RN0073.The geoid height was determined by GEOID03.
 RN0073
 RN0073.The dynamic height is computed by dividing the NAVD 88
 RN0073.geopotential number by the normal gravity value computed on the
 RN0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0073.degrees latitude (g = 980.6199 gals.).
 RN0073
 RN0073.The modeled gravity was interpolated from observed gravity values.
 RN0073
 RN0073;                    North         East    Units  Estimated Accuracy
 RN0073;SPC MN N     -   119,030.      866,860.      MT  (+/- 180 meters Scaled)
 RN0073
 RN0073                          SUPERSEDED SURVEY CONTROL
 RN0073
 RN0073  NGVD 29 (??/??/92)  208.108  (m)          682.77   (f) ADJ UNCH    1 2
 RN0073
 RN0073.Superseded values are not recommended for survey control.
 RN0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0073.See file dsdata.txt to determine how the superseded data were derived.
 RN0073
 RN0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM591685(NAD 83)
 RN0073_MARKER: DD = SURVEY DISK
 RN0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0073_STAMPING: 6910-AB 1971
 RN0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0073+STABILITY: SURFACE MOTION
 RN0073
 RN0073  HISTORY     - Date     Condition        Report By
 RN0073  HISTORY     - 1971     MONUMENTED       MNDT
 RN0073  HISTORY     - 1979     GOOD             NGS
 RN0073
 RN0073                          STATION DESCRIPTION
 RN0073
 RN0073'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0073'IN GARY.
 RN0073'MARK IS LOCATED IN GARY, 2 BLOCKS SOUTH ALONG TH 23 (COMMONWEALTH
 RN0073'AVENUE) FROM THE JUNCTION OF TH 23 AND COUNTY ROAD 3 (GARY STREET),
 RN0073'100 FEET NORTH OF HOUSE STREET, 12.5 FEET EAST OF THE EAST TH 23 CURB,
 RN0073'10 FEET WEST OF THE NORTHWEST CORNER OF A 2-STORY BRICK BUILDING (FIRE
 RN0073'AND POLICE STATION), 4 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK TO
 RN0073'THE FIRE STATION, 0.8 FEET EAST OF THE EAST EDGE OF THE SIDEWALK, IN A
 RN0073'6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. NE 1/4
 RN0073'SECTION 3, T48N, R 15W.
 RN0073
 RN0073                          STATION RECOVERY (1979)
 RN0073
 RN0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0072 ***********************************************************************
 RN0072  DESIGNATION -  6910 AB 1
 RN0072  PID         -  RN0072
 RN0072  STATE/COUNTY-  MN/ST LOUIS
 RN0072  USGS QUAD   -  WEST DULUTH (1993)
 RN0072
 RN0072                         *CURRENT SURVEY CONTROL
 RN0072  ___________________________________________________________________
 RN0072* NAD 83(1986)-  46 41 15.     (N)    092 13 25.     (W)     SCALED    
 RN0072* NAVD 88     -       211.709  (meters)     694.58   (feet)  ADJUSTED  
 RN0072  ___________________________________________________________________
 RN0072  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 RN0072  DYNAMIC HT  -         211.731 (meters)     694.65  (feet)  COMP
 RN0072  MODELED GRAV-     980,715.2   (mgal)                       NAVD 88
 RN0072
 RN0072  VERT ORDER  -  FIRST     CLASS II
 RN0072
 RN0072.The horizontal coordinates were scaled from a topographic map and have
 RN0072.an estimated accuracy of +/- 6 seconds.
 RN0072
 RN0072.The orthometric height was determined by differential leveling
 RN0072.and adjusted by the National Geodetic Survey in June 1991..
 RN0072
 RN0072.The geoid height was determined by GEOID03.
 RN0072
 RN0072.The dynamic height is computed by dividing the NAVD 88
 RN0072.geopotential number by the normal gravity value computed on the
 RN0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0072.degrees latitude (g = 980.6199 gals.).
 RN0072
 RN0072.The modeled gravity was interpolated from observed gravity values.
 RN0072
 RN0072;                    North         East    Units  Estimated Accuracy
 RN0072;SPC MN N     -   121,230.      867,050.      MT  (+/- 180 meters Scaled)
 RN0072
 RN0072                          SUPERSEDED SURVEY CONTROL
 RN0072
 RN0072  NGVD 29 (??/??/92)  211.665  (m)          694.44   (f) ADJ UNCH    1 2
 RN0072
 RN0072.Superseded values are not recommended for survey control.
 RN0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0072.See file dsdata.txt to determine how the superseded data were derived.
 RN0072
 RN0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM593707(NAD 83)
 RN0072_MARKER: DD = SURVEY DISK
 RN0072_SETTING: 66 = SET IN ROCK OUTCROP
 RN0072_SP_SET: BEDROCK
 RN0072_STAMPING: 6910-AB 1 1971
 RN0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RN0072+STABILITY: POSITION/ELEVATION WELL
 RN0072
 RN0072  HISTORY     - Date     Condition        Report By
 RN0072  HISTORY     - 1971     MONUMENTED       MNDT
 RN0072  HISTORY     - 1979     GOOD             NGS
 RN0072
 RN0072                          STATION DESCRIPTION
 RN0072
 RN0072'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0072'1.2 MI N FROM GARY.
 RN0072'MARK IS LOCATED 1.2 MILES NORTH ALONG TH 23 (GRAND AVENUE) FROM THE
 RN0072'JUNCTION OF TH 23 AND COUNTY ROAD 3 (GARY STREET) IN GARY, ABOUT 600
 RN0072'FEET SOUTHWEST OF A DRIVE-IN RESTAURANT (RICHIES), 76 FEET NORTHWEST
 RN0072'OF, AND 7 FEET HIGHER THAN THE CENTERLINE OF TH 23, 45 FEET NORTH OF A
 RN0072'POWER POLE, AT THE SOUTH EDGE OF A HILLSIDE, SET IN EXPOSED BEDROCK.
 RN0072'NE SECTION 34, T 49N, R 15W.
 RN0072
 RN0072                          STATION RECOVERY (1979)
 RN0072
 RN0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0075 ***********************************************************************
 RN0075  DESIGNATION -  6910 AB 4
 RN0075  PID         -  RN0075
 RN0075  STATE/COUNTY-  MN/ST LOUIS
 RN0075  USGS QUAD   -  WEST DULUTH (1993)
 RN0075
 RN0075                         *CURRENT SURVEY CONTROL
 RN0075  ___________________________________________________________________
 RN0075* NAD 83(1986)-  46 40 09.     (N)    092 13 56.     (W)     SCALED    
 RN0075* NAVD 88     -       230.921  (meters)     757.61   (feet)  ADJUSTED  
 RN0075  ___________________________________________________________________
 RN0075  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 RN0075  DYNAMIC HT  -         230.946 (meters)     757.70  (feet)  COMP
 RN0075  MODELED GRAV-     980,715.4   (mgal)                       NAVD 88
 RN0075
 RN0075  VERT ORDER  -  FIRST     CLASS II
 RN0075
 RN0075.The horizontal coordinates were scaled from a topographic map and have
 RN0075.an estimated accuracy of +/- 6 seconds.
 RN0075
 RN0075.The orthometric height was determined by differential leveling
 RN0075.and adjusted by the National Geodetic Survey in June 1991..
 RN0075
 RN0075.The geoid height was determined by GEOID03.
 RN0075
 RN0075.The dynamic height is computed by dividing the NAVD 88
 RN0075.geopotential number by the normal gravity value computed on the
 RN0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0075.degrees latitude (g = 980.6199 gals.).
 RN0075
 RN0075.The modeled gravity was interpolated from observed gravity values.
 RN0075
 RN0075;                    North         East    Units  Estimated Accuracy
 RN0075;SPC MN N     -   119,180.      866,410.      MT  (+/- 180 meters Scaled)
 RN0075
 RN0075                          SUPERSEDED SURVEY CONTROL
 RN0075
 RN0075  NGVD 29 (??/??/92)  230.878  (m)          757.47   (f) ADJ UNCH    1 2
 RN0075
 RN0075.Superseded values are not recommended for survey control.
 RN0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0075.See file dsdata.txt to determine how the superseded data were derived.
 RN0075
 RN0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM587686(NAD 83)
 RN0075_MARKER: DD = SURVEY DISK
 RN0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0075_SP_SET: CONCRETE BASE
 RN0075_STAMPING: 6910-AB4 1971
 RN0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0075
 RN0075  HISTORY     - Date     Condition        Report By
 RN0075  HISTORY     - 1971     MONUMENTED       MNDT
 RN0075  HISTORY     - 1979     GOOD             NGS
 RN0075  HISTORY     - 1987     GOOD             USPSQD
 RN0075
 RN0075                          STATION DESCRIPTION
 RN0075
 RN0075'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0075'IN GARY.
 RN0075'MARK IS LOCATED 5 BLOCKS (0.25 MILES) WEST AND 1 BLOCK (0.1 MILE)
 RN0075'SOUTH OF THE JUNCTION OF T.H. 23 (COMMONWEALTH AVENUE) AND COUNTY ROAD
 RN0075'3 (GARY STREET), ON THE NORTHWEST EDGE OF THE CONCRETE BASE OF THE
 RN0075'GARY WATER TANK, 102 FEET NORTH OF THE CENTERLINE OF MCGONAGLE STREET,
 RN0075'93 FEET WEST OF THE CENTERLINE OF 102ND AVENUE NORTH, AND 0.5 FEET
 RN0075'ABOVE THE GROUND.  SW 1/4 SECTION 3, T 48N, R 15W.
 RN0075
 RN0075                          STATION RECOVERY (1979)
 RN0075
 RN0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0075'RECOVERED IN GOOD CONDITION.
 RN0075
 RN0075                          STATION RECOVERY (1987)
 RN0075
 RN0075'RECOVERY NOTE BY US POWER SQUADRON 1987 (ADW)
 RN0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0070 ***********************************************************************
 RN0070  DESIGNATION -  6910 AC
 RN0070  PID         -  RN0070
 RN0070  STATE/COUNTY-  MN/ST LOUIS
 RN0070  USGS QUAD   -  WEST DULUTH (1993)
 RN0070
 RN0070                         *CURRENT SURVEY CONTROL
 RN0070  ___________________________________________________________________
 RN0070* NAD 83(1986)-  46 42 18.     (N)    092 12 49.     (W)     SCALED    
 RN0070* NAVD 88     -       214.408  (meters)     703.44   (feet)  ADJUSTED  
 RN0070  ___________________________________________________________________
 RN0070  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 RN0070  DYNAMIC HT  -         214.432 (meters)     703.52  (feet)  COMP
 RN0070  MODELED GRAV-     980,719.8   (mgal)                       NAVD 88
 RN0070
 RN0070  VERT ORDER  -  FIRST     CLASS II
 RN0070
 RN0070.The horizontal coordinates were scaled from a topographic map and have
 RN0070.an estimated accuracy of +/- 6 seconds.
 RN0070
 RN0070.The orthometric height was determined by differential leveling
 RN0070.and adjusted by the National Geodetic Survey in June 1991..
 RN0070
 RN0070.The geoid height was determined by GEOID03.
 RN0070
 RN0070.The dynamic height is computed by dividing the NAVD 88
 RN0070.geopotential number by the normal gravity value computed on the
 RN0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0070.degrees latitude (g = 980.6199 gals.).
 RN0070
 RN0070.The modeled gravity was interpolated from observed gravity values.
 RN0070
 RN0070;                    North         East    Units  Estimated Accuracy
 RN0070;SPC MN N     -   123,180.      867,790.      MT  (+/- 180 meters Scaled)
 RN0070
 RN0070                          SUPERSEDED SURVEY CONTROL
 RN0070
 RN0070  NGVD 29 (??/??/92)  214.368  (m)          703.31   (f) ADJ UNCH    1 2
 RN0070
 RN0070.Superseded values are not recommended for survey control.
 RN0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0070.See file dsdata.txt to determine how the superseded data were derived.
 RN0070
 RN0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM601726(NAD 83)
 RN0070_MARKER: DD = SURVEY DISK
 RN0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0070_SP_SET: BRIDGE
 RN0070_STAMPING: 6910-AC 1971
 RN0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0070+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 RN0070
 RN0070  HISTORY     - Date     Condition        Report By
 RN0070  HISTORY     - 1971     MONUMENTED       MNDT
 RN0070  HISTORY     - 1979     GOOD             NGS
 RN0070  HISTORY     - 1987     GOOD             USPSQD
 RN0070  HISTORY     - 20040821 GOOD             USPSQD
 RN0070
 RN0070                          STATION DESCRIPTION
 RN0070
 RN0070'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0070'IN SMITHVILLE.
 RN0070'MARK IS LOCATED IN SMITHVILLE, 3.3 MILES SOUTHWEST ALONG TH 23 (GRAND
 RN0070'AVENUE) FROM THE JUNCTION OF TH 23 AND FAI 35 IN WEST DULUTH, IN THE
 RN0070'SOUTHWEST CORNER (RAILING BASE) OF BRIDGE NO. 5866, BURLINGTON
 RN0070'NORTHERN INC., RAILROAD OVER TH 23.  NW 1/4 SECTION 26, T 49N, R 15W.
 RN0070
 RN0070                          STATION RECOVERY (1979)
 RN0070
 RN0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0070'RECOVERED IN GOOD CONDITION.
 RN0070
 RN0070                          STATION RECOVERY (1987)
 RN0070
 RN0070'RECOVERY NOTE BY US POWER SQUADRON 1987 (ADW)
 RN0070'RECOVERED IN GOOD CONDITION.
 RN0070
 RN0070                          STATION RECOVERY (2004)
 RN0070
 RN0070'RECOVERY NOTE BY US POWER SQUADRON 2004 (SB)
 RN0070'GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0062 ***********************************************************************
 RN0062  DESIGNATION -  6910 AE
 RN0062  PID         -  RN0062
 RN0062  STATE/COUNTY-  MN/ST LOUIS
 RN0062  USGS QUAD   -  WEST DULUTH (1993)
 RN0062
 RN0062                         *CURRENT SURVEY CONTROL
 RN0062  ___________________________________________________________________
 RN0062* NAD 83(1986)-  46 42 58.     (N)    092 12 01.     (W)     SCALED    
 RN0062* NAVD 88     -       191.056  (meters)     626.82   (feet)  ADJUSTED  
 RN0062  ___________________________________________________________________
 RN0062  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN0062  DYNAMIC HT  -         191.077 (meters)     626.89  (feet)  COMP
 RN0062  MODELED GRAV-     980,723.7   (mgal)                       NAVD 88
 RN0062
 RN0062  VERT ORDER  -  FIRST     CLASS II
 RN0062
 RN0062.The horizontal coordinates were scaled from a topographic map and have
 RN0062.an estimated accuracy of +/- 6 seconds.
 RN0062
 RN0062.The orthometric height was determined by differential leveling
 RN0062.and adjusted by the National Geodetic Survey in June 1991..
 RN0062
 RN0062.The geoid height was determined by GEOID03.
 RN0062
 RN0062.The dynamic height is computed by dividing the NAVD 88
 RN0062.geopotential number by the normal gravity value computed on the
 RN0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0062.degrees latitude (g = 980.6199 gals.).
 RN0062
 RN0062.The modeled gravity was interpolated from observed gravity values.
 RN0062
 RN0062;                    North         East    Units  Estimated Accuracy
 RN0062;SPC MN N     -   124,430.      868,800.      MT  (+/- 180 meters Scaled)
 RN0062
 RN0062                          SUPERSEDED SURVEY CONTROL
 RN0062
 RN0062  NGVD 29 (??/??/92)  191.017  (m)          626.69   (f) ADJ UNCH    1 2
 RN0062
 RN0062.Superseded values are not recommended for survey control.
 RN0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0062.See file dsdata.txt to determine how the superseded data were derived.
 RN0062
 RN0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM611739(NAD 83)
 RN0062_MARKER: DD = SURVEY DISK
 RN0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0062_SP_SET: CULVERT
 RN0062_STAMPING: 6910-AE 1971
 RN0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0062
 RN0062  HISTORY     - Date     Condition        Report By
 RN0062  HISTORY     - 1971     MONUMENTED       MNDT
 RN0062  HISTORY     - 1979     GOOD             NGS
 RN0062
 RN0062                          STATION DESCRIPTION
 RN0062
 RN0062'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0062'IN DULUTH.
 RN0062'MARK IS LOCATED IN WEST DULUTH, 2.2 MILES SOUTHWEST ALONG TH 23 (GRAND
 RN0062'AVENUE) FROM THE JUNCTION OF TH 23 AND FAI 35, BETWEEN 84TH AND 85TH
 RN0062'AVENUE WEST, 85 FEET EAST OF AND 20 FEET LOWER THAN THE EAST CURB OF
 RN0062'TH 23, 86 FEET EAST OF A MANHOLE COVER, 72 FEET EAST OF A 7 FOOT HIGH
 RN0062'MULBERRY TREE, IN THE NORTHWEST CORNER OF A 72 INCH BOX CULVERT
 RN0062'(HEADWALL) UNDER TH 23 AT KNOWLTON CREEK.  NE 1/4 SECTION 23, T 49N, R
 RN0062'15W.
 RN0062
 RN0062                          STATION RECOVERY (1979)
 RN0062
 RN0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0060 ***********************************************************************
 RN0060  DESIGNATION -  6910 AF
 RN0060  PID         -  RN0060
 RN0060  STATE/COUNTY-  MN/ST LOUIS
 RN0060  USGS QUAD   -  WEST DULUTH (1993)
 RN0060
 RN0060                         *CURRENT SURVEY CONTROL
 RN0060  ___________________________________________________________________
 RN0060* NAD 83(1986)-  46 43 27.     (N)    092 11 18.     (W)     SCALED    
 RN0060* NAVD 88     -       187.700  (meters)     615.81   (feet)  ADJUSTED  
 RN0060  ___________________________________________________________________
 RN0060  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN0060  DYNAMIC HT  -         187.723 (meters)     615.89  (feet)  COMP
 RN0060  MODELED GRAV-     980,731.9   (mgal)                       NAVD 88
 RN0060
 RN0060  VERT ORDER  -  SECOND    CLASS 0
 RN0060
 RN0060.The horizontal coordinates were scaled from a topographic map and have
 RN0060.an estimated accuracy of +/- 6 seconds.
 RN0060
 RN0060.The orthometric height was determined by differential leveling
 RN0060.and adjusted by the National Geodetic Survey in June 1991..
 RN0060
 RN0060.The geoid height was determined by GEOID03.
 RN0060
 RN0060.The dynamic height is computed by dividing the NAVD 88
 RN0060.geopotential number by the normal gravity value computed on the
 RN0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0060.degrees latitude (g = 980.6199 gals.).
 RN0060
 RN0060.The modeled gravity was interpolated from observed gravity values.
 RN0060
 RN0060;                    North         East    Units  Estimated Accuracy
 RN0060;SPC MN N     -   125,330.      869,700.      MT  (+/- 180 meters Scaled)
 RN0060
 RN0060                          SUPERSEDED SURVEY CONTROL
 RN0060
 RN0060  NGVD 29 (??/??/92)  187.661  (m)          615.68   (f) ADJ UNCH    2 0
 RN0060
 RN0060.Superseded values are not recommended for survey control.
 RN0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0060.See file dsdata.txt to determine how the superseded data were derived.
 RN0060
 RN0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM620748(NAD 83)
 RN0060_MARKER: DD = SURVEY DISK
 RN0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0060_SP_SET: CULVERT
 RN0060_STAMPING: 6910-AF 1971
 RN0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0060
 RN0060  HISTORY     - Date     Condition        Report By
 RN0060  HISTORY     - 1971     MONUMENTED       MNDT
 RN0060  HISTORY     - 1987     GOOD             USPSQD
 RN0060
 RN0060                          STATION DESCRIPTION
 RN0060
 RN0060'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0060'IN DULUTH.
 RN0060'MARK IS LOCATED IN WEST DULUTH, 1.25 MILES SOUTHWEST ALONG TH 23
 RN0060'(GRAND AVENUE) FROM THE JUNCTION OF TH 2 AND FAI 35, ABOUT 0.2 MILES
 RN0060'NORTHEAST OF 75TH AVENUE WEST, 200 FEET SOUTHEAST OF TH 2 CENTERLINE
 RN0060'AT MILE POINT 343.9, 3 FEET NORTH OF THE SOUTH END OF THE WEST
 RN0060'HEADWALL OF A 72 INCH BOX CULVERT UNDER THE BURLINGTON NORTHERN
 RN0060'RAILROAD AT KINGSBURY CREEK.  SW 1/4 SECTION 13, T 49N, R 15W.
 RN0060
 RN0060                          STATION RECOVERY (1987)
 RN0060
 RN0060'RECOVERY NOTE BY US POWER SQUADRON 1987 (ADW)
 RN0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0210 ***********************************************************************
 RN0210  DESIGNATION -  6910 AG
 RN0210  PID         -  RN0210
 RN0210  STATE/COUNTY-  MN/ST LOUIS
 RN0210  USGS QUAD   -  WEST DULUTH (1993)
 RN0210
 RN0210                         *CURRENT SURVEY CONTROL
 RN0210  ___________________________________________________________________
 RN0210* NAD 83(1986)-  46 43 52.     (N)    092 10 44.     (W)     SCALED    
 RN0210* NAVD 88     -       194.976  (meters)     639.68   (feet)  ADJUSTED  
 RN0210  ___________________________________________________________________
 RN0210  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN0210  DYNAMIC HT  -         194.999 (meters)     639.76  (feet)  COMP
 RN0210  MODELED GRAV-     980,731.1   (mgal)                       NAVD 88
 RN0210
 RN0210  VERT ORDER  -  SECOND    CLASS 0
 RN0210
 RN0210.The horizontal coordinates were scaled from a topographic map and have
 RN0210.an estimated accuracy of +/- 6 seconds.
 RN0210
 RN0210.The orthometric height was determined by differential leveling
 RN0210.and adjusted by the National Geodetic Survey in June 1991..
 RN0210
 RN0210.The geoid height was determined by GEOID03.
 RN0210
 RN0210.The dynamic height is computed by dividing the NAVD 88
 RN0210.geopotential number by the normal gravity value computed on the
 RN0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0210.degrees latitude (g = 980.6199 gals.).
 RN0210
 RN0210.The modeled gravity was interpolated from observed gravity values.
 RN0210
 RN0210;                    North         East    Units  Estimated Accuracy
 RN0210;SPC MN N     -   126,110.      870,410.      MT  (+/- 180 meters Scaled)
 RN0210
 RN0210                          SUPERSEDED SURVEY CONTROL
 RN0210
 RN0210  NGVD 29 (??/??/92)  194.935  (m)          639.55   (f) ADJ UNCH    2 0
 RN0210
 RN0210.Superseded values are not recommended for survey control.
 RN0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0210.See file dsdata.txt to determine how the superseded data were derived.
 RN0210
 RN0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM627756(NAD 83)
 RN0210_MARKER: DD = SURVEY DISK
 RN0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0210_SP_SET: CONCRETE BASE
 RN0210_STAMPING: 6910-AG
 RN0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0210
 RN0210  HISTORY     - Date     Condition        Report By
 RN0210  HISTORY     - UNK      MONUMENTED       MNDT
 RN0210  HISTORY     - 1971     GOOD             NGS
 RN0210  HISTORY     - 19960924 MARK NOT FOUND   USPSQD
 RN0210
 RN0210                          STATION DESCRIPTION
 RN0210
 RN0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 RN0210'IN DULUTH.
 RN0210'MARK IS LOCATED 0.5 MILES SOUTHWEST ALONG TH 23 (GRAND AVENUE) FROM
 RN0210'THE JUNCTION OF TH 23 AND FAI 35 IN WEST DULUTH, 250 FEET SOUTHEAST OF
 RN0210'TH 23 (GRAND AVENUE), 275 FEET SOUTH OF RALEIGH STREET, 160 FEET EAST
 RN0210'OF THE NORTHEAST CORNER OF A BRICK WAREHOUSE (PORKYS BUILDING SUPPLY),
 RN0210'9 FEET NORTHWEST OF THE NORTHWEST RAIL (MAIN LINE) OF THE BURLINGTON
 RN0210'NORTHERN RAILROAD, IN THE NORTHWEST CORNER OF THE CONCRETE BASE OF A
 RN0210'LARGE (30 FEET HIGH) RAILROAD SEMAPHORE SIGNAL.  NE 1/4 SECTION 13, T
 RN0210'49N, R 15W.
 RN0210
 RN0210                          STATION RECOVERY (1996)
 RN0210
 RN0210'RECOVERY NOTE BY US POWER SQUADRON 1996
 RN0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0386 ***********************************************************************
 RN0386  DESIGNATION -  6911 A
 RN0386  PID         -  RN0386
 RN0386  STATE/COUNTY-  MN/ST LOUIS
 RN0386  USGS QUAD   -  SAGINAW (1969)
 RN0386
 RN0386                         *CURRENT SURVEY CONTROL
 RN0386  ___________________________________________________________________
 RN0386* NAD 83(1996)-  46 46 09.18527(N)    092 26 57.84713(W)     ADJUSTED  
 RN0386* NAVD 88     -       395.695  (meters)    1298.21   (feet)  ADJUSTED  
 RN0386  ___________________________________________________________________
 RN0386  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 RN0386  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 RN0386  DYNAMIC HT  -         395.719 (meters)    1298.29  (feet)  COMP
 RN0386  MODELED GRAV-     980,664.2   (mgal)                       NAVD 88
 RN0386
 RN0386  HORZ ORDER  -  THIRD
 RN0386  VERT ORDER  -  SECOND    CLASS 0
 RN0386
 RN0386.The horizontal coordinates were established by classical geodetic methods
 RN0386.and adjusted by the National Geodetic Survey in March 1999..
 RN0386.No horizontal observational check was made to the station.
 RN0386
 RN0386.The orthometric height was determined by differential leveling
 RN0386.and adjusted by the National Geodetic Survey in June 1991..
 RN0386
 RN0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0386
 RN0386.The geoid height was determined by GEOID03.
 RN0386
 RN0386.The dynamic height is computed by dividing the NAVD 88
 RN0386.geopotential number by the normal gravity value computed on the
 RN0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0386.degrees latitude (g = 980.6199 gals.).
 RN0386
 RN0386.The modeled gravity was interpolated from observed gravity values.
 RN0386
 RN0386;                    North         East     Units Scale Factor Converg.
 RN0386;SPC MN N     -   130,140.052   849,697.645   MT  1.00007426   +0 28 56.0
 RN0386;SPC MN C     -   298,208.539   937,516.215   MT  0.99995073   +1 18 09.1
 RN0386;UTM  15      - 5,179,665.852   542,039.393   MT  0.99962172   +0 24 04.2
 RN0386
 RN0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0386!SPC MN N     -   0.99994244  x   1.00007426  =   1.00001669
 RN0386!SPC MN C     -   0.99994244  x   0.99995073  =   0.99989317
 RN0386!UTM  15      -   0.99994244  x   0.99962172  =   0.99956418
 RN0386
 RN0386                          SUPERSEDED SURVEY CONTROL
 RN0386
 RN0386  NAD 83(1986)-  46 46 09.17945(N)    092 26 57.85171(W) AD(       ) 3
 RN0386  NAD 27      -  46 46 09.38710(N)    092 26 57.15077(W) AD(       ) 3
 RN0386  NGVD 29 (07/19/86)  395.48   (m)         1297.5    (f) LEVELING    3  
 RN0386
 RN0386.Superseded values are not recommended for survey control.
 RN0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0386.See file dsdata.txt to determine how the superseded data were derived.
 RN0386
 RN0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4203979666(NAD 83)
 RN0386_MARKER: DD = SURVEY DISK
 RN0386_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN0386_SP_SET: ROD
 RN0386_STAMPING: 6911 A 1974
 RN0386_MARK LOGO: MNDT  
 RN0386_PROJECTION: FLUSH
 RN0386_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0386+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 RN0386
 RN0386  HISTORY     - Date     Condition        Report By
 RN0386  HISTORY     - 1974     MONUMENTED       MNDT
 RN0386  HISTORY     - 1974     GOOD             MNDT
 RN0386  HISTORY     - 20021016 SEE DESCRIPTION  MNDT
 RN0386
 RN0386                          STATION DESCRIPTION
 RN0386
 RN0386'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0386'TO REACH STATION DULAC MNHD FROM THE JUNCTIONS OF TRUNK HWY 33 AND 15
 RN0386'IN CLOQUET, GO NORTH FOR ABOUT 1.1 MILES ALONG TRUNK HIGHWAY 33 TO
 RN0386'CARLTON COUNTY ROAD NUMBER 2 ON THE RIGHT, TURN RIGHT AND GO EAST
 RN0386'FOR 0.85 MILE TO PREVOST ROAD ON THE LEFT, TURN LEFT AND GO NORTH
 RN0386'FOR 1.6 MILES TO STATION DULAC MNHD ON THE LEFT.
 RN0386'
 RN0386'THE MARK, A STANDARD MHD VCM DISK STAMPED 6911 A 1974, IS
 RN0386'CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER DRIVEN COPPER-COATED STEEL
 RN0386'ROD.
 RN0386
 RN0386                          STATION RECOVERY (1974)
 RN0386
 RN0386'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RN0386'2.3 MI N FROM CLOQUET.
 RN0386'THE MARK IS LOCATED ABOUT 0.1 MILE SOUTH ALONG COUNTY ROAD 696 FROM
 RN0386'ITS JUNCTION WITH TRUNK HIGHWAY 33 (MILEPOINT 6) WHICH IS 5.25 MILE
 RN0386'SOUTH OF JUNCTION OF TRUNK HIGHWAYS 2 AND 33 AT SAGINAW AND 3.4 MILES
 RN0386'NORTHERLY ALONG TRUNK HIGHWAY 33 FROM BRIDGE 5272 TRUNK HIGHWAY 33
 RN0386'OVER ST. LOUIS RIVER.  IT IS ABOUT 200 FEET SOUTHEAST OF THE
 RN0386'CENTERLINE OF TRUNK HIGHWAY 33, 28.0 FEET EAST OF THE CENTER OF COUNTY
 RN0386'ROAD 696, 167.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF 1 1/2-STORY
 RN0386'YELLOW FRAME HOUSE (FIRE NUMBER N-149) AND 162.0 FEET SOUTH OF POWER
 RN0386'POLE NUMBER 24762.  IT IS CRIMPED ON TOP OF A 5/8 INCH BY 12 FOOT LONG
 RN0386'COPPER-COATED STEEL ROD DRIVEN INTO THE GROUND.  IT PROJECTS 4 INCHES
 RN0386'ABOVE THE GROUND, IS ABOUT LEVEL WITH THE COUNTY ROAD, AND IS 1.3 FEET
 RN0386'EAST OF A STEEL WITNESS POST.  SW 1/4 SECTION 36, T 50N, R 17W.
 RN0386
 RN0386                          STATION RECOVERY (2002)
 RN0386
 RN0386'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 RN0386'MARK SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0385 ***********************************************************************
 RN0385  DESIGNATION -  6911 B
 RN0385  PID         -  RN0385
 RN0385  STATE/COUNTY-  MN/ST LOUIS
 RN0385  USGS QUAD   -  SAGINAW (1969)
 RN0385
 RN0385                         *CURRENT SURVEY CONTROL
 RN0385  ___________________________________________________________________
 RN0385* NAD 83(1986)-  46 46 51.     (N)    092 26 45.     (W)     SCALED    
 RN0385* NAVD 88     -       394.182  (meters)    1293.25   (feet)  ADJUSTED  
 RN0385  ___________________________________________________________________
 RN0385  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 RN0385  DYNAMIC HT  -         394.206 (meters)    1293.32  (feet)  COMP
 RN0385  MODELED GRAV-     980,663.3   (mgal)                       NAVD 88
 RN0385
 RN0385  VERT ORDER  -  SECOND    CLASS 0
 RN0385
 RN0385.The horizontal coordinates were scaled from a topographic map and have
 RN0385.an estimated accuracy of +/- 6 seconds.
 RN0385
 RN0385.The orthometric height was determined by differential leveling
 RN0385.and adjusted by the National Geodetic Survey in June 1991..
 RN0385
 RN0385.The geoid height was determined by GEOID03.
 RN0385
 RN0385.The dynamic height is computed by dividing the NAVD 88
 RN0385.geopotential number by the normal gravity value computed on the
 RN0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0385.degrees latitude (g = 980.6199 gals.).
 RN0385
 RN0385.The modeled gravity was interpolated from observed gravity values.
 RN0385
 RN0385;                    North         East    Units  Estimated Accuracy
 RN0385;SPC MN N     -   131,430.      849,960.      MT  (+/- 180 meters Scaled)
 RN0385
 RN0385                          SUPERSEDED SURVEY CONTROL
 RN0385
 RN0385.No superseded survey control is available for this station.
 RN0385
 RN0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM423809(NAD 83)
 RN0385_MARKER: DD = SURVEY DISK
 RN0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0385_SP_SET: CONCRETE BASE
 RN0385_STAMPING: 6911 B 1974
 RN0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0385+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 RN0385
 RN0385  HISTORY     - Date     Condition        Report By
 RN0385  HISTORY     - 1974     MONUMENTED       MNDT
 RN0385  HISTORY     - 20041016 GOOD             USPSQD
 RN0385
 RN0385                          STATION DESCRIPTION
 RN0385
 RN0385'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0385'3.2 MI N FROM CLOQUET.
 RN0385'THE MARK IS LOCATED 0.2 MILE EAST ALONG COUNTY ROAD 56 AND 0.1 MILE
 RN0385'NORTH FROM THE JUNCTION OF TRUNK HIGHWAY 33 AND COUNTY ROAD 56 WHICH
 RN0385'IS 4.6 MILES SOUTH OF THE JUNCTION OF TRUNK HIGHWAYS 2 AND 33 AND IS
 RN0385'4.45 MILES NORTH ALONG TRUNK HIGHWAY 33 FROM THE ST. LOUIS RIVER
 RN0385'BRIDGE (BRIDGE 5272) AT CLOQUET.  IT IS 0.15 MILE NORTHEAST OF A
 RN0385'FARMSTED AND IS SET IN A DRILL HOLE IN THE CENTER OF THE WEST EDGE OF
 RN0385'THE TRIANGULAR CONCRETE BASE FOR A 300 FOOT HIGH STEEL RADIO TOWER. IT
 RN0385'IS ABOUT LEVEL WITH THE HAY FIELD.  SW 1/4 SECTION 25, T 50N, R 17W.
 RN0385
 RN0385                          STATION RECOVERY (2004)
 RN0385
 RN0385'RECOVERY NOTE BY US POWER SQUADRON 2004 (TLO)
 RN0385'FOUND GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0383 ***********************************************************************
 RN0383  DESIGNATION -  6911 C
 RN0383  PID         -  RN0383
 RN0383  STATE/COUNTY-  MN/ST LOUIS
 RN0383  USGS QUAD   -  SAGINAW (1969)
 RN0383
 RN0383                         *CURRENT SURVEY CONTROL
 RN0383  ___________________________________________________________________
 RN0383* NAD 83(1986)-  46 47 13.     (N)    092 26 59.     (W)     SCALED    
 RN0383* NAVD 88     -       379.574  (meters)    1245.32   (feet)  ADJUSTED  
 RN0383  ___________________________________________________________________
 RN0383  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 RN0383  DYNAMIC HT  -         379.597 (meters)    1245.39  (feet)  COMP
 RN0383  MODELED GRAV-     980,662.8   (mgal)                       NAVD 88
 RN0383
 RN0383  VERT ORDER  -  SECOND    CLASS 0
 RN0383
 RN0383.The horizontal coordinates were scaled from a topographic map and have
 RN0383.an estimated accuracy of +/- 6 seconds.
 RN0383
 RN0383.The orthometric height was determined by differential leveling
 RN0383.and adjusted by the National Geodetic Survey in June 1991..
 RN0383
 RN0383.The geoid height was determined by GEOID03.
 RN0383
 RN0383.The dynamic height is computed by dividing the NAVD 88
 RN0383.geopotential number by the normal gravity value computed on the
 RN0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0383.degrees latitude (g = 980.6199 gals.).
 RN0383
 RN0383.The modeled gravity was interpolated from observed gravity values.
 RN0383
 RN0383;                    North         East    Units  Estimated Accuracy
 RN0383;SPC MN N     -   132,110.      849,660.      MT  (+/- 180 meters Scaled)
 RN0383
 RN0383                          SUPERSEDED SURVEY CONTROL
 RN0383
 RN0383.No superseded survey control is available for this station.
 RN0383
 RN0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM420816(NAD 83)
 RN0383_MARKER: DD = SURVEY DISK
 RN0383_SETTING: 80 = SET IN A BOULDER
 RN0383_SP_SET: BOULDER
 RN0383_STAMPING: 6911 C 1974
 RN0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0383+STABILITY: SURFACE MOTION
 RN0383
 RN0383  HISTORY     - Date     Condition        Report By
 RN0383  HISTORY     - 1974     MONUMENTED       MNDT
 RN0383
 RN0383                          STATION DESCRIPTION
 RN0383
 RN0383'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0383'3.6 MI N FROM CLOQUET.
 RN0383'THE MARK IS LOCATED 4.1 MILES SOUTH ALONG TRUNK HIGHWAY 33 FROM THE
 RN0383'JUNCTION OF TRUNK HIGHWAYS 2 AND 33 AT SAGINAW, 4.75 MILES NORTHERLY
 RN0383'ALONG TRUNK HIGHWAY 33 FROM THE ST. LOUIS RIVER BRIDGE (BRIDGE 5272)
 RN0383'AND IS 0.5 MILE NORTH OF COUNTY ROAD 56.  IT IS 71.0 FEET WEST OF THE
 RN0383'CENTERLINE OF TRUNK HIGHWAY 33 AT MILEPOINT 7.15, 8.8 FEET SOUTH OF
 RN0383'WOOD POST WITH METAL SIGN NO. 18 N. 58 FEET, AND 42.6 FEET SOUTH OF A
 RN0383'RIGHT-OF-WAY POST.  IT IS SET IN A DRILL HOLE NEAR THE CENTER OF A 4
 RN0383'FOOT BY 4 FOOT BOULDER THAT IS FLUSH WITH THE GROUND.  IT IS 3.2 FEET
 RN0383'EAST OF A STEEL WITNESS POST AND IS ABOUT LEVEL WITH THE HIGHWAY.  SE
 RN0383'1/4 SECTION 26, T 50N, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0381 ***********************************************************************
 RN0381  DESIGNATION -  6911 E
 RN0381  PID         -  RN0381
 RN0381  STATE/COUNTY-  MN/ST LOUIS
 RN0381  USGS QUAD   -  SAGINAW (1969)
 RN0381
 RN0381                         *CURRENT SURVEY CONTROL
 RN0381  ___________________________________________________________________
 RN0381* NAD 83(1986)-  46 48 08.     (N)    092 27 00.     (W)     SCALED    
 RN0381* NAVD 88     -       370.665  (meters)    1216.09   (feet)  ADJUSTED  
 RN0381  ___________________________________________________________________
 RN0381  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 RN0381  DYNAMIC HT  -         370.687 (meters)    1216.16  (feet)  COMP
 RN0381  MODELED GRAV-     980,661.9   (mgal)                       NAVD 88
 RN0381
 RN0381  VERT ORDER  -  SECOND    CLASS 0
 RN0381
 RN0381.The horizontal coordinates were scaled from a topographic map and have
 RN0381.an estimated accuracy of +/- 6 seconds.
 RN0381
 RN0381.The orthometric height was determined by differential leveling
 RN0381.and adjusted by the National Geodetic Survey in June 1991..
 RN0381
 RN0381.The geoid height was determined by GEOID03.
 RN0381
 RN0381.The dynamic height is computed by dividing the NAVD 88
 RN0381.geopotential number by the normal gravity value computed on the
 RN0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0381.degrees latitude (g = 980.6199 gals.).
 RN0381
 RN0381.The modeled gravity was interpolated from observed gravity values.
 RN0381
 RN0381;                    North         East    Units  Estimated Accuracy
 RN0381;SPC MN N     -   133,810.      849,620.      MT  (+/- 180 meters Scaled)
 RN0381
 RN0381                          SUPERSEDED SURVEY CONTROL
 RN0381
 RN0381.No superseded survey control is available for this station.
 RN0381
 RN0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM419833(NAD 83)
 RN0381_MARKER: DD = SURVEY DISK
 RN0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0381_SP_SET: ROD
 RN0381_STAMPING: 6911 E 1974
 RN0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0381
 RN0381  HISTORY     - Date     Condition        Report By
 RN0381  HISTORY     - 1974     MONUMENTED       MNDT
 RN0381
 RN0381                          STATION DESCRIPTION
 RN0381
 RN0381'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0381'3.9 MI S FROM SAGINAW.
 RN0381'THE MARK IS LOCATED 3.05 MILES SOUTH ALONG TRUNK HIGHWAY 33 FROM THE
 RN0381'JUNCTION OF TRUNK HIGHWAYS 2 AND 33 AT SAGINAW AND IS NEAR THE NORTH
 RN0381'END OF THE BREVATOR CEMETARY.  IT IS 96.0 FEET WEST OF THE CENTERLINE
 RN0381'OF TRUNK HIGHWAY 33 AT MILEPOINT 8.2, 10 FEET NORTH OF THE NORTH SIDE
 RN0381'OF THE CEMETARY, 13.3 FEET NORTH OF NORTH EDGE OF HEADSTONE IN
 RN0381'CEMETARY, 55.0 FEET SOUTH OF POWER POLE NUMBER 24517, 14.5 FEET
 RN0381'SOUTHWEST OF 8 INCH TWIN BIRCH, AND 26.0 FEET NORTHWEST OF A 12 INCH
 RN0381'SPRUCE.  IT IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 15 FOOT
 RN0381'LONG COPPER-COATED STEEL ROD DRIVEN INTO THE GROUND.  IT PROJECTS 3
 RN0381'INCHES ABOVE THE GROUND, IS 4.8 FEET EAST OF A STEEL WITNESS POST AND
 RN0381'IS 20 FEET ABOVE THE LEVEL OF THE HIGHWAY.  NE 1/4 SECTION 23, T 50N,
 RN0381'R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0380 ***********************************************************************
 RN0380  DESIGNATION -  6911 F
 RN0380  PID         -  RN0380
 RN0380  STATE/COUNTY-  MN/ST LOUIS
 RN0380  USGS QUAD   -  SAGINAW (1969)
 RN0380
 RN0380                         *CURRENT SURVEY CONTROL
 RN0380  ___________________________________________________________________
 RN0380* NAD 83(1986)-  46 48 31.     (N)    092 26 53.     (W)     SCALED    
 RN0380* NAVD 88     -       365.814  (meters)    1200.17   (feet)  ADJUSTED  
 RN0380  ___________________________________________________________________
 RN0380  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 RN0380  DYNAMIC HT  -         365.835 (meters)    1200.24  (feet)  COMP
 RN0380  MODELED GRAV-     980,661.6   (mgal)                       NAVD 88
 RN0380
 RN0380  VERT ORDER  -  SECOND    CLASS 0
 RN0380
 RN0380.The horizontal coordinates were scaled from a topographic map and have
 RN0380.an estimated accuracy of +/- 6 seconds.
 RN0380
 RN0380.The orthometric height was determined by differential leveling
 RN0380.and adjusted by the National Geodetic Survey in June 1991..
 RN0380
 RN0380.The geoid height was determined by GEOID03.
 RN0380
 RN0380.The dynamic height is computed by dividing the NAVD 88
 RN0380.geopotential number by the normal gravity value computed on the
 RN0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0380.degrees latitude (g = 980.6199 gals.).
 RN0380
 RN0380.The modeled gravity was interpolated from observed gravity values.
 RN0380
 RN0380;                    North         East    Units  Estimated Accuracy
 RN0380;SPC MN N     -   134,520.      849,760.      MT  (+/- 180 meters Scaled)
 RN0380
 RN0380                          SUPERSEDED SURVEY CONTROL
 RN0380
 RN0380.No superseded survey control is available for this station.
 RN0380
 RN0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM421840(NAD 83)
 RN0380_MARKER: DD = SURVEY DISK
 RN0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0380_SP_SET: CULVERT
 RN0380_STAMPING: 6911 F 1974
 RN0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0380
 RN0380  HISTORY     - Date     Condition        Report By
 RN0380  HISTORY     - 1974     MONUMENTED       MNDT
 RN0380
 RN0380                          STATION DESCRIPTION
 RN0380
 RN0380'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0380'3.5 MI S FROM SAGINAW.
 RN0380'THE MARK IS LOCATED 2.6 MILES SOUTH ALONG TRUNK HIGHWAY 33 FROM THE
 RN0380'JUNCTION OF TRUNK HIGHWAYS 2 AND 33 AT SAGINAW TO THE JUNCTION OF
 RN0380'TRUNK HIGHWAY 33 AT COUNTY ROAD 864 (MILEPOINT 8.65).  IT IS ABOUT 300
 RN0380'FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 33, AND 21.0 FEET SOUTH
 RN0380'OF THE CENTER OF COUNTY ROAD 864.  IT IS SET IN A DRILL HOLE IN THE
 RN0380'SOUTHEAST CORNER OF A 26 FOOT WIDE BY 10 FOOT DEEP DOUBLE BOX CULVERT
 RN0380'(W.P.A. BRIDGE), COUNTY ROAD 864 OVER DUTCH SLOUGH.  NE 1/4 SECTION
 RN0380'24, T 50N, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0377 ***********************************************************************
 RN0377  DESIGNATION -  6911 G
 RN0377  PID         -  RN0377
 RN0377  STATE/COUNTY-  MN/ST LOUIS
 RN0377  USGS QUAD   -  SAGINAW (1969)
 RN0377
 RN0377                         *CURRENT SURVEY CONTROL
 RN0377  ___________________________________________________________________
 RN0377* NAD 83(1986)-  46 49 52.     (N)    092 26 58.     (W)     SCALED    
 RN0377* NAVD 88     -       384.346  (meters)    1260.98   (feet)  ADJUSTED  
 RN0377  ___________________________________________________________________
 RN0377  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 RN0377  DYNAMIC HT  -         384.369 (meters)    1261.05  (feet)  COMP
 RN0377  MODELED GRAV-     980,661.0   (mgal)                       NAVD 88
 RN0377
 RN0377  VERT ORDER  -  SECOND    CLASS 0
 RN0377
 RN0377.The horizontal coordinates were scaled from a topographic map and have
 RN0377.an estimated accuracy of +/- 6 seconds.
 RN0377
 RN0377.The orthometric height was determined by differential leveling
 RN0377.and adjusted by the National Geodetic Survey in June 1991..
 RN0377
 RN0377.The geoid height was determined by GEOID03.
 RN0377
 RN0377.The dynamic height is computed by dividing the NAVD 88
 RN0377.geopotential number by the normal gravity value computed on the
 RN0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0377.degrees latitude (g = 980.6199 gals.).
 RN0377
 RN0377.The modeled gravity was interpolated from observed gravity values.
 RN0377
 RN0377;                    North         East    Units  Estimated Accuracy
 RN0377;SPC MN N     -   137,020.      849,640.      MT  (+/- 180 meters Scaled)
 RN0377
 RN0377                          SUPERSEDED SURVEY CONTROL
 RN0377
 RN0377.No superseded survey control is available for this station.
 RN0377
 RN0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM419865(NAD 83)
 RN0377_MARKER: DD = SURVEY DISK
 RN0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0377_SP_SET: ROD
 RN0377_STAMPING: 6911 G 1974
 RN0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0377
 RN0377  HISTORY     - Date     Condition        Report By
 RN0377  HISTORY     - 1974     MONUMENTED       MNDT
 RN0377
 RN0377                          STATION DESCRIPTION
 RN0377
 RN0377'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0377'2.0 MI S FROM SAGINAW.
 RN0377'THE MARK IS LOCATED 1.05 MILES SOUTHERLY ALONG TRUNK HIGHWAY 33 FROM
 RN0377'THE JUNCTION OF TRUNK HIGHWAYS 2 AND 33 AT SAGINAW, AT THE DULUTH AND
 RN0377'NORTHEASTERN RAILROAD CROSSING.  IT IS 192.0 FEET EAST OF THE
 RN0377'CENTERLINE OF TRUNK HIGHWAY 33 AT MILEPOINT 10.2, 56.0 FEET SOUTHEAST
 RN0377'OF THE SOUTHEAST RAIL OF THE RAILROAD, AND 121.4 FEET NORTHEAST OF A
 RN0377'BELL TELEPHONE COMPANY BURIED CABLE MARKER.  IT IS CRIMPED ON TOP OF A
 RN0377'5/8 INCH DIAMETER BY 23 FOOT COPPER-COATED STEEL ROD DRIVEN INTO THE
 RN0377'GROUND.  IT PROJECTS 3 INCHES ABOVE THE GROUND, IS 0.9 FOOT SOUTHWEST
 RN0377'OF A STEEL WITNESS POST AND IS 4 FEET BELOW THE LEVEL OF THE RAILROAD.
 RN0377'NW 1/4 SECTION 12, T 50N, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0379 ***********************************************************************
 RN0379  DESIGNATION -  6911 H
 RN0379  PID         -  RN0379
 RN0379  STATE/COUNTY-  MN/ST LOUIS
 RN0379  USGS QUAD   -  SAGINAW (1969)
 RN0379
 RN0379                         *CURRENT SURVEY CONTROL
 RN0379  ___________________________________________________________________
 RN0379* NAD 83(1986)-  46 48 43.     (N)    092 26 58.     (W)     SCALED    
 RN0379* NAVD 88     -       366.567  (meters)    1202.65   (feet)  ADJUSTED  
 RN0379  ___________________________________________________________________
 RN0379  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 RN0379  DYNAMIC HT  -         366.589 (meters)    1202.72  (feet)  COMP
 RN0379  MODELED GRAV-     980,661.5   (mgal)                       NAVD 88
 RN0379
 RN0379  VERT ORDER  -  SECOND    CLASS 0
 RN0379
 RN0379.The horizontal coordinates were scaled from a topographic map and have
 RN0379.an estimated accuracy of +/- 6 seconds.
 RN0379
 RN0379.The orthometric height was determined by differential leveling
 RN0379.and adjusted by the National Geodetic Survey in June 1991..
 RN0379
 RN0379.The geoid height was determined by GEOID03.
 RN0379
 RN0379.The dynamic height is computed by dividing the NAVD 88
 RN0379.geopotential number by the normal gravity value computed on the
 RN0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0379.degrees latitude (g = 980.6199 gals.).
 RN0379
 RN0379.The modeled gravity was interpolated from observed gravity values.
 RN0379
 RN0379;                    North         East    Units  Estimated Accuracy
 RN0379;SPC MN N     -   134,890.      849,650.      MT  (+/- 180 meters Scaled)
 RN0379
 RN0379                          SUPERSEDED SURVEY CONTROL
 RN0379
 RN0379.No superseded survey control is available for this station.
 RN0379
 RN0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM420844(NAD 83)
 RN0379_MARKER: DD = SURVEY DISK
 RN0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0379_SP_SET: CULVERT
 RN0379_STAMPING: 6911-H
 RN0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0379
 RN0379  HISTORY     - Date     Condition        Report By
 RN0379  HISTORY     - UNK      MONUMENTED       MNDT
 RN0379  HISTORY     - 1974     GOOD             MNDT
 RN0379
 RN0379                          STATION DESCRIPTION
 RN0379
 RN0379'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0379'3.3 MI S FROM SAGINAW.
 RN0379'THE MARK IS LOCATED 2.35 MILES SOUTH TRUNK HIGHWAY 33 FROM THE
 RN0379'JUNCTION OF TRUNK HIGHWAYS 2 AND 33 AT SAGINAW, AT THE TRUNK HIGHWAY
 RN0379'33 CROSSING OF DUTCH SLOUGH.  IT IS 21.0 FEET EAST OF THE CENTERLINE
 RN0379'OF TRUNK HIGHWAY 33 AT MILEPOINT 8.9.  IT IS SET IN A DRILL HOLE IN
 RN0379'THE SOUTHEAST CORNER (HEADWALL) OF THE 27 FOOT BY 12 FOOT DOUBLE BOX
 RN0379'CULVERT (TRUNK HIGHWAY 33 OVER DUTCH SLOUGH), AND IS ABOUT 3 FEET
 RN0379'LOWER THAN THE HIGHWAY.  SW 1/4 SECTION 13, T 50N, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0378 ***********************************************************************
 RN0378  DESIGNATION -  6911 J
 RN0378  PID         -  RN0378
 RN0378  STATE/COUNTY-  MN/ST LOUIS
 RN0378  USGS QUAD   -  SAGINAW (1969)
 RN0378
 RN0378                         *CURRENT SURVEY CONTROL
 RN0378  ___________________________________________________________________
 RN0378* NAD 83(1986)-  46 49 23.     (N)    092 27 04.     (W)     SCALED    
 RN0378* NAVD 88     -       374.543  (meters)    1228.81   (feet)  ADJUSTED  
 RN0378  ___________________________________________________________________
 RN0378  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 RN0378  DYNAMIC HT  -         374.565 (meters)    1228.89  (feet)  COMP
 RN0378  MODELED GRAV-     980,661.1   (mgal)                       NAVD 88
 RN0378
 RN0378  VERT ORDER  -  SECOND    CLASS 0
 RN0378
 RN0378.The horizontal coordinates were scaled from a topographic map and have
 RN0378.an estimated accuracy of +/- 6 seconds.
 RN0378
 RN0378.The orthometric height was determined by differential leveling
 RN0378.and adjusted by the National Geodetic Survey in June 1991..
 RN0378
 RN0378.The geoid height was determined by GEOID03.
 RN0378
 RN0378.The dynamic height is computed by dividing the NAVD 88
 RN0378.geopotential number by the normal gravity value computed on the
 RN0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0378.degrees latitude (g = 980.6199 gals.).
 RN0378
 RN0378.The modeled gravity was interpolated from observed gravity values.
 RN0378
 RN0378;                    North         East    Units  Estimated Accuracy
 RN0378;SPC MN N     -   136,120.      849,520.      MT  (+/- 180 meters Scaled)
 RN0378
 RN0378                          SUPERSEDED SURVEY CONTROL
 RN0378
 RN0378.No superseded survey control is available for this station.
 RN0378
 RN0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM418856(NAD 83)
 RN0378_MARKER: DD = SURVEY DISK
 RN0378_SETTING: 80 = SET IN A BOULDER
 RN0378_SP_SET: BOULDER
 RN0378_STAMPING: 6911 J 1974
 RN0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0378+STABILITY: SURFACE MOTION
 RN0378
 RN0378  HISTORY     - Date     Condition        Report By
 RN0378  HISTORY     - 1974     MONUMENTED       MNDT
 RN0378
 RN0378                          STATION DESCRIPTION
 RN0378
 RN0378'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0378'2.5 MI S FROM SAGINAW.
 RN0378'THE MARK IS LOCATED 1.6 MILES SOUTHERLY ALONG TRUNK HIGHWAY 33 FROM
 RN0378'THE JUNCTION OF TRUNK HIGHWAYS 2 AND 33 AT SAGINAW, AND IS AT THE
 RN0378'JUNCTION OF A TOWNSHIP ROAD WEST.  IT IS 284.0 FEET WEST OF THE
 RN0378'CENTERLINE OF TRUNK HIGHWAY 33, 57.0 FEET SOUTH OF THE TOWNSHIP ROAD,
 RN0378'ABOUT 227 FEET WEST AND 50 FEET SOUTH OF THE NORTHEAST CORNER OF
 RN0378'SECTION 14.  IT IS SET IN A DRILL HOLE NEAR THE CENTER OF A 10 FOOT BY
 RN0378'12 FOOT BY 3 FOOT HIGH BOULDER AND IS ABOUT LEVEL WITH THE HIGHWAY. NE
 RN0378'1/4 SECTION 14, T 50, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0053 ***********************************************************************
 RN0053  DESIGNATION -  6911 K
 RN0053  PID         -  RN0053
 RN0053  STATE/COUNTY-  MN/ST LOUIS
 RN0053  USGS QUAD   -  SAGINAW (1969)
 RN0053
 RN0053                         *CURRENT SURVEY CONTROL
 RN0053  ___________________________________________________________________
 RN0053* NAD 83(1986)-  46 50 45.     (N)    092 27 27.     (W)     SCALED    
 RN0053* NAVD 88     -       407.488  (meters)    1336.90   (feet)  ADJUSTED  
 RN0053  ___________________________________________________________________
 RN0053  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 RN0053  DYNAMIC HT  -         407.512 (meters)    1336.98  (feet)  COMP
 RN0053  MODELED GRAV-     980,660.7   (mgal)                       NAVD 88
 RN0053
 RN0053  VERT ORDER  -  SECOND    CLASS 0
 RN0053
 RN0053.The horizontal coordinates were scaled from a topographic map and have
 RN0053.an estimated accuracy of +/- 6 seconds.
 RN0053
 RN0053.The orthometric height was determined by differential leveling
 RN0053.and adjusted by the National Geodetic Survey in June 1991..
 RN0053
 RN0053.The geoid height was determined by GEOID03.
 RN0053
 RN0053.The dynamic height is computed by dividing the NAVD 88
 RN0053.geopotential number by the normal gravity value computed on the
 RN0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0053.degrees latitude (g = 980.6199 gals.).
 RN0053
 RN0053.The modeled gravity was interpolated from observed gravity values.
 RN0053
 RN0053;                    North         East    Units  Estimated Accuracy
 RN0053;SPC MN N     -   138,650.      849,010.      MT  (+/- 180 meters Scaled)
 RN0053
 RN0053                          SUPERSEDED SURVEY CONTROL
 RN0053
 RN0053.No superseded survey control is available for this station.
 RN0053
 RN0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM413881(NAD 83)
 RN0053_MARKER: DD = SURVEY DISK
 RN0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0053_STAMPING: 6911 K
 RN0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0053+STABILITY: SURFACE MOTION
 RN0053
 RN0053  HISTORY     - Date     Condition        Report By
 RN0053  HISTORY     - UNK      MONUMENTED       MNDT
 RN0053  HISTORY     - 1971     GOOD             MNDT
 RN0053  HISTORY     - 1978     GOOD             MNDT
 RN0053
 RN0053                          STATION DESCRIPTION
 RN0053
 RN0053'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0053'IN SAGINAW.
 RN0053'THE MARK IS LOCATED ABOUT 234 FEET NORTH ALONG TRUNK HIGHWAY 33 FROM
 RN0053'THE JUNCTION OF TRUNK HIGHWAYS 2 AND 33 AT SAGINAW.  IT IS AT TRUNK
 RN0053'HIGHWAY 33 MILEPOINT 11.3.  IT IS 55.6 FEET EAST-NORTHEAST OF TRUNK
 RN0053'HIGHWAY 33, 52.6 FEET NORTH OF SAGINAW REFERENCE MARK NUMBER 2, 53.7
 RN0053'FEET NORTH OF THE STEEL WITNESS POST FOR SAGINAW REFERENCE MARK NUMBER
 RN0053'2, AND 10.2 FEET WEST OF 12 INCH TWIN POPLAR TREES.  IT IS SET IN THE
 RN0053'TOP OF A PRECAST CONCRETE POST (MAGNETIC) THAT PROJECTS 2 INCHES ABOVE
 RN0053'THE SURFACE OF THE GROUND.  IT IS ABOUT 2 FEET ABOVE THE LEVEL OF THE
 RN0053'TRUNK HIGHWAY 33 AND IS 1.0 FEET WEST OF A STEEL WITNESS POST. NE 1/4
 RN0053'SECTION 2, T 50N, R 17W.
 RN0053
 RN0053                          STATION RECOVERY (1978)
 RN0053
 RN0053'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 RN0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1027 ***********************************************************************
 RN1027  DESIGNATION -  6911 L
 RN1027  PID         -  RN1027
 RN1027  STATE/COUNTY-  MN/ST LOUIS
 RN1027  USGS QUAD   -  SAGINAW (1969)
 RN1027
 RN1027                         *CURRENT SURVEY CONTROL
 RN1027  ___________________________________________________________________
 RN1027* NAD 83(1986)-  46 51 08.     (N)    092 27 40.     (W)     SCALED    
 RN1027* NAVD 88     -       408.119  (meters)    1338.97   (feet)  ADJUSTED  
 RN1027  ___________________________________________________________________
 RN1027  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 RN1027  DYNAMIC HT  -         408.143 (meters)    1339.05  (feet)  COMP
 RN1027  MODELED GRAV-     980,660.7   (mgal)                       NAVD 88
 RN1027
 RN1027  VERT ORDER  -  SECOND    CLASS I
 RN1027
 RN1027.The horizontal coordinates were scaled from a topographic map and have
 RN1027.an estimated accuracy of +/- 6 seconds.
 RN1027
 RN1027.The orthometric height was determined by differential leveling
 RN1027.and adjusted by the National Geodetic Survey in June 1991..
 RN1027
 RN1027.The geoid height was determined by GEOID03.
 RN1027
 RN1027.The dynamic height is computed by dividing the NAVD 88
 RN1027.geopotential number by the normal gravity value computed on the
 RN1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1027.degrees latitude (g = 980.6199 gals.).
 RN1027
 RN1027.The modeled gravity was interpolated from observed gravity values.
 RN1027
 RN1027;                    North         East    Units  Estimated Accuracy
 RN1027;SPC MN N     -   139,360.      848,730.      MT  (+/- 180 meters Scaled)
 RN1027
 RN1027                          SUPERSEDED SURVEY CONTROL
 RN1027
 RN1027.No superseded survey control is available for this station.
 RN1027
 RN1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM410888(NAD 83)
 RN1027_MARKER: DD = SURVEY DISK
 RN1027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN1027_SP_SET: FLAGPOLE BASE
 RN1027_STAMPING: 6911 L 1978
 RN1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN1027
 RN1027  HISTORY     - Date     Condition        Report By
 RN1027  HISTORY     - 1978     MONUMENTED       MNDT
 RN1027
 RN1027                          STATION DESCRIPTION
 RN1027
 RN1027'DESCRIBED BY MN DEPT OF TRANSP 1978
 RN1027'1.0 MI SW FROM SAGINAW.
 RN1027'THE MARK IS LOCATED 0.5 MILES NORTH ALONG TRUNK HIGHWAY 33 FROM THE
 RN1027'JUNCTION OF TRUNK HIGHWAY 33 AND TRUNK HIGHWAY 2 SOUTHWAEST OF
 RN1027'SAGINAW, AT TRUNK HIGHWAY 33 MILE POINT 11.75, NEAR ALBROOK HIGH
 RN1027'SCHOOL. IT IS 79.0 FT. NORTH NORTHEAST OF THE SOUTHEAST CORNER OF A
 RN1027'TWO STORY BRICK BUILDING ALBROOK HIGH SCHOOL, 17.5 FT. EAST OF THE
 RN1027'EAST WALL OF THE BUILDING, IN THE NORTHWEST CORNER OF THE FLAG POLE
 RN1027'BASE. DISK IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE
 RN1027'FLAGPOLE BASE, AND ABOUT 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1029 ***********************************************************************
 RN1029  DESIGNATION -  6911 N
 RN1029  PID         -  RN1029
 RN1029  STATE/COUNTY-  MN/ST LOUIS
 RN1029  USGS QUAD   -  INDEPENDENCE (1981)
 RN1029
 RN1029                         *CURRENT SURVEY CONTROL
 RN1029  ___________________________________________________________________
 RN1029* NAD 83(1986)-  46 52 33.     (N)    092 27 45.     (W)     SCALED    
 RN1029* NAVD 88     -       406.539  (meters)    1333.79   (feet)  ADJUSTED  
 RN1029  ___________________________________________________________________
 RN1029  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 RN1029  DYNAMIC HT  -         406.563 (meters)    1333.87  (feet)  COMP
 RN1029  MODELED GRAV-     980,661.1   (mgal)                       NAVD 88
 RN1029
 RN1029  VERT ORDER  -  SECOND    CLASS I
 RN1029
 RN1029.The horizontal coordinates were scaled from a topographic map and have
 RN1029.an estimated accuracy of +/- 6 seconds.
 RN1029
 RN1029.The orthometric height was determined by differential leveling
 RN1029.and adjusted by the National Geodetic Survey in June 1991..
 RN1029
 RN1029.The geoid height was determined by GEOID03.
 RN1029
 RN1029.The dynamic height is computed by dividing the NAVD 88
 RN1029.geopotential number by the normal gravity value computed on the
 RN1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1029.degrees latitude (g = 980.6199 gals.).
 RN1029
 RN1029.The modeled gravity was interpolated from observed gravity values.
 RN1029
 RN1029;                    North         East    Units  Estimated Accuracy
 RN1029;SPC MN N     -   141,980.      848,600.      MT  (+/- 180 meters Scaled)
 RN1029
 RN1029                          SUPERSEDED SURVEY CONTROL
 RN1029
 RN1029.No superseded survey control is available for this station.
 RN1029
 RN1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM409915(NAD 83)
 RN1029_MARKER: DD = SURVEY DISK
 RN1029_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RN1029_SP_SET: CULVERT
 RN1029_STAMPING: 6911 N 1978
 RN1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1029+STABILITY: SURFACE MOTION
 RN1029
 RN1029  HISTORY     - Date     Condition        Report By
 RN1029  HISTORY     - 1978     MONUMENTED       MNDT
 RN1029
 RN1029                          STATION DESCRIPTION
 RN1029
 RN1029'DESCRIBED BY MN DEPT OF TRANSP 1978
 RN1029'0.9 MI NW FROM SAGINAW.
 RN1029'THE MARK IS LOCATED 2.2 MILES NORTH ALONG TRUNK HIGHWAY 33 FROM THE
 RN1029'JUNCTION OF TRUNK HIGHWAY 33 AND TRUNK HIGHWAY 2 SOUTHWEST OF
 RN1029'SAGINAW, AT TRUNK HIGHWAY 33 MILEPOINT 13.45. IT IS 19.4 FT.
 RN1029'NORTHEAST OF AND ABOUT 1 FT. LOWER THAN THE CENTERLINE OF TRUNK
 RN1029'HIGHWAY 33 AT ENGINEERS STATION 602 AND 05. DISK IS SET IN A DRILL
 RN1029'HOLE IN THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 9 BY 6 FT.
 RN1029'CULVERT UNDER TRUNK HIGHWAY 33 AT BEAR TRAP CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1034 ***********************************************************************
 RN1034  DESIGNATION -  6911 P
 RN1034  PID         -  RN1034
 RN1034  STATE/COUNTY-  MN/ST LOUIS
 RN1034  USGS QUAD   -  INDEPENDENCE (1981)
 RN1034
 RN1034                         *CURRENT SURVEY CONTROL
 RN1034  ___________________________________________________________________
 RN1034* NAD 83(1986)-  46 53 42.     (N)    092 28 15.     (W)     SCALED    
 RN1034* NAVD 88     -       406.989  (meters)    1335.26   (feet)  ADJUSTED  
 RN1034  ___________________________________________________________________
 RN1034  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 RN1034  DYNAMIC HT  -         407.014 (meters)    1335.35  (feet)  COMP
 RN1034  MODELED GRAV-     980,661.5   (mgal)                       NAVD 88
 RN1034
 RN1034  VERT ORDER  -  SECOND    CLASS I
 RN1034
 RN1034.The horizontal coordinates were scaled from a topographic map and have
 RN1034.an estimated accuracy of +/- 6 seconds.
 RN1034
 RN1034.The orthometric height was determined by differential leveling
 RN1034.and adjusted by the National Geodetic Survey in June 1991..
 RN1034
 RN1034.The geoid height was determined by GEOID03.
 RN1034
 RN1034.The dynamic height is computed by dividing the NAVD 88
 RN1034.geopotential number by the normal gravity value computed on the
 RN1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1034.degrees latitude (g = 980.6199 gals.).
 RN1034
 RN1034.The modeled gravity was interpolated from observed gravity values.
 RN1034
 RN1034;                    North         East    Units  Estimated Accuracy
 RN1034;SPC MN N     -   144,110.      847,950.      MT  (+/- 180 meters Scaled)
 RN1034
 RN1034                          SUPERSEDED SURVEY CONTROL
 RN1034
 RN1034.No superseded survey control is available for this station.
 RN1034
 RN1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM403936(NAD 83)
 RN1034_MARKER: DD = SURVEY DISK
 RN1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN1034_SP_SET: CONCRETE POST
 RN1034_STAMPING: 6911 P 1978
 RN1034_PROJECTION: FLUSH
 RN1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1034+STABILITY: SURFACE MOTION
 RN1034
 RN1034  HISTORY     - Date     Condition        Report By
 RN1034  HISTORY     - 1978     MONUMENTED       MNDT
 RN1034
 RN1034                          STATION DESCRIPTION
 RN1034
 RN1034'DESCRIBED BY MN DEPT OF TRANSP 1978
 RN1034'2.7 MI NORTH FROM SAGINAW.
 RN1034'THE MARK IS LOCATED 3.6 MILES NORTH ALONG TRUNK HIGHWAY 33 FROM THE
 RN1034'JUNCTION OF TRUNK HIGHWAY 33 AND TRUNK HIGHWAY 2 SOUTHWEST OF SAGINAW,
 RN1034'AT THE INTERSECTION OF TRUNK HIGHWAY 33 AND COUNTY ROAD 7, AT TRUNK
 RN1034'HIGHWAY 33 MILE POINT 14.85. IT IS 58.7 FT. WEST OF AND ABOUT LEVEL
 RN1034'WITH THE CENTERLINE OF TRUNK HIGHWAY 33, 48.2 FT. NORTH OF THE
 RN1034'CENTERLINE OF COUNTY ROAD 7, 35.0 FT. EAST OF POWER POLE NUMBER 87,
 RN1034'AND 35.3 FT. EAST OF UNDERGROUND TELEPHONE PEDESTAL NUMBER 1250 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1035 ***********************************************************************
 RN1035  DESIGNATION -  6911 Q
 RN1035  PID         -  RN1035
 RN1035  STATE/COUNTY-  MN/ST LOUIS
 RN1035  USGS QUAD   -  INDEPENDENCE (1981)
 RN1035
 RN1035                         *CURRENT SURVEY CONTROL
 RN1035  ___________________________________________________________________
 RN1035* NAD 83(1986)-  46 54 33.     (N)    092 28 16.     (W)     SCALED    
 RN1035* NAVD 88     -       407.641  (meters)    1337.40   (feet)  ADJUSTED  
 RN1035  ___________________________________________________________________
 RN1035  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 RN1035  DYNAMIC HT  -         407.666 (meters)    1337.48  (feet)  COMP
 RN1035  MODELED GRAV-     980,661.9   (mgal)                       NAVD 88
 RN1035
 RN1035  VERT ORDER  -  SECOND    CLASS I
 RN1035
 RN1035.The horizontal coordinates were scaled from a topographic map and have
 RN1035.an estimated accuracy of +/- 6 seconds.
 RN1035
 RN1035.The orthometric height was determined by differential leveling
 RN1035.and adjusted by the National Geodetic Survey in June 1991..
 RN1035
 RN1035.The geoid height was determined by GEOID03.
 RN1035
 RN1035.The dynamic height is computed by dividing the NAVD 88
 RN1035.geopotential number by the normal gravity value computed on the
 RN1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1035.degrees latitude (g = 980.6199 gals.).
 RN1035
 RN1035.The modeled gravity was interpolated from observed gravity values.
 RN1035
 RN1035;                    North         East    Units  Estimated Accuracy
 RN1035;SPC MN N     -   145,680.      847,910.      MT  (+/- 180 meters Scaled)
 RN1035
 RN1035                          SUPERSEDED SURVEY CONTROL
 RN1035
 RN1035.No superseded survey control is available for this station.
 RN1035
 RN1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM402952(NAD 83)
 RN1035_MARKER: DD = SURVEY DISK
 RN1035_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN1035_SP_SET: COPPER-CLAD STEEL ROD
 RN1035_STAMPING: 6911Q 1978
 RN1035_PROJECTION: PROJECTING 8 CENTIMETERS
 RN1035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1035_ROD/PIPE-DEPTH: 4.27 meters
 RN1035
 RN1035  HISTORY     - Date     Condition        Report By
 RN1035  HISTORY     - 1978     MONUMENTED       MNDT
 RN1035
 RN1035                          STATION DESCRIPTION
 RN1035
 RN1035'DESCRIBED BY MN DEPT OF TRANSP 1978
 RN1035'3.7 MI NORTH FROM SAGINAW.
 RN1035'THE MARK IS LOCATED 4.6 MILES NORTH ALONG TRUNK HIGHWAY 33 FROM THE
 RN1035'JUNCTION OF TRUNK HIGHWAY 33 AND TRUNK HIGHWAY 2 SOUTHWEST OF SAGINAW,
 RN1035'1 MILE NORTH OF COUNTY ROAD 7, 1 MILE SOUTH OF COUNTY ROAD 8, AT
 RN1035'TRUNK HIGHWAY 33 MILE POINT 15.85. IT IS 121 FT. WEST OF AND ABOUT 3
 RN1035'FT. LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 33, 18 FT. SOUTH OF THE
 RN1035'CENTER OF A TOWNSHIP ROAD, 50.7 FT. SOUTHWEST OF POWER POLE NUMBER
 RN1035'16 1274, AND 0.5 FT. EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1040 ***********************************************************************
 RN1040  DESIGNATION -  6911 R
 RN1040  PID         -  RN1040
 RN1040  STATE/COUNTY-  MN/ST LOUIS
 RN1040  USGS QUAD   -  INDEPENDENCE (1981)
 RN1040
 RN1040                         *CURRENT SURVEY CONTROL
 RN1040  ___________________________________________________________________
 RN1040* NAD 83(1986)-  46 56 24.     (N)    092 28 18.     (W)     SCALED    
 RN1040* NAVD 88     -       412.790  (meters)    1354.30   (feet)  ADJUSTED  
 RN1040  ___________________________________________________________________
 RN1040  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 RN1040  DYNAMIC HT  -         412.815 (meters)    1354.38  (feet)  COMP
 RN1040  MODELED GRAV-     980,662.8   (mgal)                       NAVD 88
 RN1040
 RN1040  VERT ORDER  -  SECOND    CLASS I
 RN1040
 RN1040.The horizontal coordinates were scaled from a topographic map and have
 RN1040.an estimated accuracy of +/- 6 seconds.
 RN1040
 RN1040.The orthometric height was determined by differential leveling
 RN1040.and adjusted by the National Geodetic Survey in June 1991..
 RN1040
 RN1040.The geoid height was determined by GEOID03.
 RN1040
 RN1040.The dynamic height is computed by dividing the NAVD 88
 RN1040.geopotential number by the normal gravity value computed on the
 RN1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1040.degrees latitude (g = 980.6199 gals.).
 RN1040
 RN1040.The modeled gravity was interpolated from observed gravity values.
 RN1040
 RN1040;                    North         East    Units  Estimated Accuracy
 RN1040;SPC MN N     -   149,110.      847,840.      MT  (+/- 180 meters Scaled)
 RN1040
 RN1040                          SUPERSEDED SURVEY CONTROL
 RN1040
 RN1040.No superseded survey control is available for this station.
 RN1040
 RN1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM402986(NAD 83)
 RN1040_MARKER: DD = SURVEY DISK
 RN1040_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN1040_SP_SET: COPPER-CLAD STEEL ROD
 RN1040_STAMPING: 6911 R 1978
 RN1040_PROJECTION: PROJECTING 5 CENTIMETERS
 RN1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1040_ROD/PIPE-DEPTH: 3.96 meters
 RN1040
 RN1040  HISTORY     - Date     Condition        Report By
 RN1040  HISTORY     - 1978     MONUMENTED       MNDT
 RN1040
 RN1040                          STATION DESCRIPTION
 RN1040
 RN1040'DESCRIBED BY MN DEPT OF TRANSP 1978
 RN1040'6.5 MI NORTH FROM SAGINAW.
 RN1040'THE MARK IS LOCATED 6.5 MILES NORTH ALONG TRUNK HIGHWAY 33 FROM THE
 RN1040'JUNCTION OF TRUNK HIGHWAY 33 AND TRUNK HIGHWAY 2 SOUTHWEST OF SAGINAW,
 RN1040'1.3 MILES SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 33 AND TRUNK HIGHWAY
 RN1040'53, 1.1 MILES NORTH OF COUNTY ROAD 8, AT TRUNK HIGHWAY 33 MILEPOST
 RN1040'18.0. IT IS 98.0 FT. WEST OF AND ABOUT 10 FT. LOWER THAN THE
 RN1040'CENTERLINE OF TRUNK HIGHWAY 33, 68 FT. NORTH OF THE CENTER OF A FIELD
 RN1040'ROAD WEST, 137.0 FT. WEST NORTHWEST OF MILEPOST 18, 81.8 FT.
 RN1040'NORTHWEST OF THE NORTH END OF A 15 INCH METAL CULVERT UNDER THE FIELD
 RN1040'ENTRANCE, 6.9 FT. SOUTH OF A POWER POLE AND 0.5 FT. EAST OF A STEEL
 RN1040'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1810 ***********************************************************************
 RN1810  DESIGNATION -  6915 B RESET
 RN1810  PID         -  RN1810
 RN1810  STATE/COUNTY-  MN/ST LOUIS
 RN1810  USGS QUAD   -  DULUTH HEIGHTS (1993)
 RN1810
 RN1810                         *CURRENT SURVEY CONTROL
 RN1810  ___________________________________________________________________
 RN1810* NAD 83(1996)-  46 48 50.74158(N)    092 10 27.67441(W)     ADJUSTED  
 RN1810* NAVD 88     -       407.23   (meters)    1336.1    (feet)  RESET     
 RN1810  ___________________________________________________________________
 RN1810  X           -    -165,915.411 (meters)                     COMP
 RN1810  Y           -  -4,369,890.468 (meters)                     COMP
 RN1810  Z           -   4,627,921.915 (meters)                     COMP
 RN1810  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 RN1810  ELLIP HEIGHT-         379.09  (meters)          (01/15/97) GPS OBS
 RN1810  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN1810
 RN1810  HORZ ORDER  -  FIRST
 RN1810  VERT ORDER  -  THIRD
 RN1810  ELLP ORDER  -  FOURTH    CLASS II
 RN1810
 RN1810.The horizontal coordinates were established by GPS observations
 RN1810.and adjusted by the National Geodetic Survey in January 1997..
 RN1810
 RN1810.The orthometric height was computed from unverified reset data.
 RN1810.No vertical observational check was made to the station.
 RN1810
 RN1810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1810
 RN1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1810
 RN1810.The ellipsoidal height was determined by GPS observations
 RN1810.and is referenced to NAD 83.
 RN1810
 RN1810.The geoid height was determined by GEOID03.
 RN1810
 RN1810;                    North         East     Units Scale Factor Converg.
 RN1810;SPC MN N     -   135,343.047   870,647.312   MT  1.00006018   +0 41 10.0
 RN1810;UTM  15      - 5,184,836.403   562,987.469   MT  0.99964876   +0 36 07.3
 RN1810
 RN1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1810!SPC MN N     -   0.99994058  x   1.00006018  =   1.00000076
 RN1810!UTM  15      -   0.99994058  x   0.99964876  =   0.99958936
 RN1810
 RN1810                          SUPERSEDED SURVEY CONTROL
 RN1810
 RN1810  NAVD 88 (05/02/03)  407.23   (m)         1336.1    (f) LEVELING    3  
 RN1810  NAVD 88 (01/15/97)  407.24   (m)         1336.1    (f) LEVELING    3  
 RN1810  NGVD 29 (04/14/03)  407.18   (m)         1335.9    (f) RESET       3  
 RN1810
 RN1810.Superseded values are not recommended for survey control.
 RN1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1810.See file dsdata.txt to determine how the superseded data were derived.
 RN1810
 RN1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6298784836(NAD 83)
 RN1810_MARKER: DV = VERTICAL CONTROL DISK
 RN1810_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 RN1810_SP_SET: ALUMINUM ALLOY ROD
 RN1810_STAMPING: 6915 B RESET 1981
 RN1810_MARK LOGO: MNDT  
 RN1810_PROJECTION: FLUSH
 RN1810_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN1810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1810+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 RN1810_ROD/PIPE-DEPTH:  4.0 meters
 RN1810
 RN1810  HISTORY     - Date     Condition        Report By
 RN1810  HISTORY     - 1981     MONUMENTED       MNDT
 RN1810  HISTORY     - 19950717 GOOD             MNDT
 RN1810  HISTORY     - 20010929 GOOD             USPSQD
 RN1810  HISTORY     - 20011201 GOOD             MNDT
 RN1810  HISTORY     - 20051008 GOOD             USPSQD
 RN1810
 RN1810                          STATION DESCRIPTION
 RN1810
 RN1810'DESCRIBED BY MN DEPT OF TRANSP 1981
 RN1810'1.2 MILES NORTHWEST ALONG TRUNK HIGHWAY 53 AND 194 FROM THE TRUNK
 RN1810'HIGHWAYS JUNCTION IN DULUTH HEIGHTS, IN THE SOUTHEAST QUADRANT OF THE
 RN1810'JUNCTION OF TRUNK HIGHWAYS 53 AND 194 WITH HAINES ROAD, AT THE WEST
 RN1810'CITY LIMITS, CRIMPED TO 13 FEET OF ALUMINUM ROD FLUSH WITH GROUND, 88
 RN1810'FEET SOUTH OF CENTER OF TRUNK HIGHWAYS 53 AND 194 SOUTH BOUND LANE,
 RN1810'102 FEET EAST OF CENTER OF HAINES ROAD AND 1.0 FOOT FROM A STEEL
 RN1810'POST.
 RN1810
 RN1810                          STATION RECOVERY (1995)
 RN1810
 RN1810'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH)
 RN1810'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RN1810'THE MARK IS LOCATED ON THE WEST EDGE OF THE TOWN OF DULUTH HEIGHTS IN
 RN1810'THE NW 1/4 OF SECTION 18, T50N, R14W.  TO REACH THE MARK FROM THE JCT
 RN1810'OF TH 53 AND TH 194, GO NW ALONG TH 53 FOR 1.2 MI (1.9 KM) TO THE MARK
 RN1810'ON THE LEFT IN THE SW QUADRANT OF TH 53/TH 194 AND HAINES RD. THE
 RN1810'MARK, A DISK SET ON THE TOP OF A 13 FT (4.0 M) DRIVEN ALUMINUM ROD, IS
 RN1810'88 FT (26.8 M) SOUTH OF SB TH 53/TH 194, 102 FT (31.1 M) EAST OF
 RN1810'HAINES RD, 18.4 FT (5.6 M) SW OF A R/W POST, AND 0.8 FT (24.4 CM) WSW
 RN1810'OF A WIT POST.  RECOVERED AND DESCRIBED BY DAVID K.  HERDER, TYPED BY
 RN1810'G.W.O.
 RN1810
 RN1810                          STATION RECOVERY (2001)
 RN1810
 RN1810'RECOVERY NOTE BY US POWER SQUADRON 2001 (SF)
 RN1810'RECOVERED IN GOOD CONDITION.
 RN1810
 RN1810                          STATION RECOVERY (2001)
 RN1810
 RN1810'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 RN1810'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 RN1810
 RN1810                          STATION RECOVERY (2005)
 RN1810
 RN1810'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 RN1810'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS.JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0302 ***********************************************************************
 RN0302  DESIGNATION -  6916 A
 RN0302  PID         -  RN0302
 RN0302  STATE/COUNTY-  MN/ST LOUIS
 RN0302  USGS QUAD   -  DULUTH HEIGHTS (1993)
 RN0302
 RN0302                         *CURRENT SURVEY CONTROL
 RN0302  ___________________________________________________________________
 RN0302* NAD 83(1986)-  46 49 09.     (N)    092 10 51.     (W)     SCALED    
 RN0302* NAVD 88     -       410.538  (meters)    1346.91   (feet)  ADJUSTED  
 RN0302  ___________________________________________________________________
 RN0302  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 RN0302  DYNAMIC HT  -         410.581 (meters)    1347.05  (feet)  COMP
 RN0302  MODELED GRAV-     980,704.4   (mgal)                       NAVD 88
 RN0302
 RN0302  VERT ORDER  -  SECOND    CLASS 0
 RN0302
 RN0302.The horizontal coordinates were scaled from a topographic map and have
 RN0302.an estimated accuracy of +/- 6 seconds.
 RN0302
 RN0302.The orthometric height was determined by differential leveling
 RN0302.and adjusted by the National Geodetic Survey in June 1991..
 RN0302
 RN0302.The geoid height was determined by GEOID03.
 RN0302
 RN0302.The dynamic height is computed by dividing the NAVD 88
 RN0302.geopotential number by the normal gravity value computed on the
 RN0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0302.degrees latitude (g = 980.6199 gals.).
 RN0302
 RN0302.The modeled gravity was interpolated from observed gravity values.
 RN0302
 RN0302;                    North         East    Units  Estimated Accuracy
 RN0302;SPC MN N     -   135,900.      870,150.      MT  (+/- 180 meters Scaled)
 RN0302
 RN0302                          SUPERSEDED SURVEY CONTROL
 RN0302
 RN0302  NGVD 29 (??/??/92)  410.493  (m)         1346.76   (f) ADJ UNCH    2 0
 RN0302
 RN0302.Superseded values are not recommended for survey control.
 RN0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0302.See file dsdata.txt to determine how the superseded data were derived.
 RN0302
 RN0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM624853(NAD 83)
 RN0302_MARKER: DD = SURVEY DISK
 RN0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0302_SP_SET: CULVERT
 RN0302_STAMPING: 6916-A 1971
 RN0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0302
 RN0302  HISTORY     - Date     Condition        Report By
 RN0302  HISTORY     - 1971     MONUMENTED       MNDT
 RN0302  HISTORY     - 20010929 GOOD             USPSQD
 RN0302  HISTORY     - 20051126 MARK NOT FOUND   USPSQD
 RN0302
 RN0302                          STATION DESCRIPTION
 RN0302
 RN0302'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0302'0.3 MI W FROM DULUTH.
 RN0302'MARK IS LOCATED 1.65 MILES NORTHWEST ALONG T.H.S 53 AND 194 FROM THE
 RN0302'T.H.S JUNCTION IN DULUTH HEIGHTS, 0.3 MILES WEST OF THE WEST DULUTH
 RN0302'CITY LIMITS, 0.4 MILES NORTHWEST OF THE JUNCTION WITH COUNTY ROAD 91
 RN0302'(HAINES ROAD), 0.3 MILES SOUTHEAST OF THE JUNCTION OF COUNTY ROAD 32
 RN0302'(ARROWHEAD ROAD), 30 FEET NORTHEAST OF AND 2 FEET LOWER THAN THE
 RN0302'CENTERLINE OF WESTBOUND T.H.S 52 AND 194, IN NORTHEAST CORNER OF THE
 RN0302'NORTHEAST HEADWALL OF A BOX CULVERT UNDER T.H.S 53 AND 194 AT MILLER
 RN0302'CREEK.  NW 1/4 SECTION 13, T 50N, R 15W.
 RN0302
 RN0302                          STATION RECOVERY (2001)
 RN0302
 RN0302'RECOVERY NOTE BY US POWER SQUADRON 2001 (SF)
 RN0302'RECOVERED IN GOOD CONDITION.
 RN0302
 RN0302                          STATION RECOVERY (2005)
 RN0302
 RN0302'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 RN0302'MARK NOT FOUND. BOX CULVERT IS BADLY ERODED IN THE AREA DESCRIBED ON
 RN0302'THE DATA SHEET, WITH THE REBAR SHOWING. DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0356 ***********************************************************************
 RN0356  DESIGNATION -  6916 AB
 RN0356  PID         -  RN0356
 RN0356  STATE/COUNTY-  MN/ST LOUIS
 RN0356  USGS QUAD   -  DULUTH HEIGHTS (1993)
 RN0356
 RN0356                         *CURRENT SURVEY CONTROL
 RN0356  ___________________________________________________________________
 RN0356* NAD 83(1986)-  46 50 17.     (N)    092 13 00.     (W)     SCALED    
 RN0356* NAVD 88     -       435.510  (meters)    1428.84   (feet)  ADJUSTED  
 RN0356  ___________________________________________________________________
 RN0356  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 RN0356  DYNAMIC HT  -         435.551 (meters)    1428.97  (feet)  COMP
 RN0356  MODELED GRAV-     980,693.8   (mgal)                       NAVD 88
 RN0356
 RN0356  VERT ORDER  -  SECOND    CLASS 0
 RN0356
 RN0356.The horizontal coordinates were scaled from a topographic map and have
 RN0356.an estimated accuracy of +/- 6 seconds.
 RN0356
 RN0356.The orthometric height was determined by differential leveling
 RN0356.and adjusted by the National Geodetic Survey in June 1991..
 RN0356
 RN0356.The geoid height was determined by GEOID03.
 RN0356
 RN0356.The dynamic height is computed by dividing the NAVD 88
 RN0356.geopotential number by the normal gravity value computed on the
 RN0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0356.degrees latitude (g = 980.6199 gals.).
 RN0356
 RN0356.The modeled gravity was interpolated from observed gravity values.
 RN0356
 RN0356;                    North         East    Units  Estimated Accuracy
 RN0356;SPC MN N     -   137,970.      867,390.      MT  (+/- 180 meters Scaled)
 RN0356
 RN0356                          SUPERSEDED SURVEY CONTROL
 RN0356
 RN0356  NGVD 29 (??/??/92)  435.45   (m)         1428.6    (f) COMPUTED    2 0
 RN0356
 RN0356.Superseded values are not recommended for survey control.
 RN0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0356.See file dsdata.txt to determine how the superseded data were derived.
 RN0356
 RN0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM597874(NAD 83)
 RN0356_MARKER: DD = SURVEY DISK
 RN0356_SETTING: 66 = SET IN ROCK OUTCROP
 RN0356_SP_SET: GRANITE OUTCROP
 RN0356_STAMPING: 6916 AB 1974
 RN0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RN0356+STABILITY: POSITION/ELEVATION WELL
 RN0356
 RN0356  HISTORY     - Date     Condition        Report By
 RN0356  HISTORY     - 1974     MONUMENTED       MNDT
 RN0356  HISTORY     - 20021102 GOOD             USPSQD
 RN0356
 RN0356                          STATION DESCRIPTION
 RN0356
 RN0356'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0356'2.5 MI NW FROM DULUTH HEIGHTS.
 RN0356'THE MARK IS LOCATED ABOUT 400 FEET NORTH ALONG COUNTY ROAD 297 FROM
 RN0356'JUNCTION OF TRUNK HIGHWAY 53 (MILEPOINT 9.4) AND COUNTY ROAD 48,
 RN0356'SOUTH, (LAVAQUE ROAD) AND 297, NORTH.  THIS JUNCTION IS 2.2 MILES
 RN0356'SOUTHEAST AND EAST OF THE WEST JUNCTION OF TRUNK HIGHWAYS 53 AND 194
 RN0356'AND IS NEAR THE DULUTH INTERNATIONAL AIRPORT.  IT IS 32.0 FEET EAST OF
 RN0356'THE CENTER OF COUNTY ROAD 297, 64 FEET EAST OF A POWER POLE AND 8.0
 RN0356'FEET WEST-NORTHWEST OF A 10 INCH SPRUCE.  IT IS SET IN A DRILL HOLE
 RN0356'WHICH IS 1.5 FEET EAST OF WEST FACE AND 18 FEET NORTH OF SOUTH END OF
 RN0356'A 75 FOOT LONG BY 8 FOOT HIGH GRANITE OUTCROP.  IT IS ABOUT LEVEL WITH
 RN0356'TRUNK HIGHWAY 53.  SW 1/4 SECTION 2, T 50N, R 15W.
 RN0356
 RN0356                          STATION RECOVERY (2002)
 RN0356
 RN0356'RECOVERY NOTE BY US POWER SQUADRON 2002 (SF)
 RN0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0358 ***********************************************************************
 RN0358  DESIGNATION -  6916 AC
 RN0358  PID         -  RN0358
 RN0358  STATE/COUNTY-  MN/ST LOUIS
 RN0358  USGS QUAD   -  DULUTH HEIGHTS (1993)
 RN0358
 RN0358                         *CURRENT SURVEY CONTROL
 RN0358  ___________________________________________________________________
 RN0358* NAD 83(1986)-  46 50 16.     (N)    092 14 39.     (W)     SCALED    
 RN0358* NAVD 88     -       432.140  (meters)    1417.78   (feet)  ADJUSTED  
 RN0358  ___________________________________________________________________
 RN0358  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 RN0358  DYNAMIC HT  -         432.177 (meters)    1417.90  (feet)  COMP
 RN0358  MODELED GRAV-     980,684.3   (mgal)                       NAVD 88
 RN0358
 RN0358  VERT ORDER  -  SECOND    CLASS 0
 RN0358
 RN0358.The horizontal coordinates were scaled from a topographic map and have
 RN0358.an estimated accuracy of +/- 6 seconds.
 RN0358
 RN0358.The orthometric height was determined by differential leveling
 RN0358.and adjusted by the National Geodetic Survey in June 1991..
 RN0358
 RN0358.The geoid height was determined by GEOID03.
 RN0358
 RN0358.The dynamic height is computed by dividing the NAVD 88
 RN0358.geopotential number by the normal gravity value computed on the
 RN0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0358.degrees latitude (g = 980.6199 gals.).
 RN0358
 RN0358.The modeled gravity was interpolated from observed gravity values.
 RN0358
 RN0358;                    North         East    Units  Estimated Accuracy
 RN0358;SPC MN N     -   137,910.      865,290.      MT  (+/- 180 meters Scaled)
 RN0358
 RN0358                          SUPERSEDED SURVEY CONTROL
 RN0358
 RN0358  NGVD 29 (??/??/92)  432.08   (m)         1417.6    (f) COMPUTED    2 0
 RN0358
 RN0358.Superseded values are not recommended for survey control.
 RN0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0358.See file dsdata.txt to determine how the superseded data were derived.
 RN0358
 RN0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM576874(NAD 83)
 RN0358_MARKER: DD = SURVEY DISK
 RN0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0358_SP_SET: CULVERT
 RN0358_STAMPING: 6916 AC 1974
 RN0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0358
 RN0358  HISTORY     - Date     Condition        Report By
 RN0358  HISTORY     - 1974     MONUMENTED       MNDT
 RN0358  HISTORY     - 1984     GOOD             MNDT
 RN0358  HISTORY     - 20021102 GOOD             USPSQD
 RN0358
 RN0358                          STATION DESCRIPTION
 RN0358
 RN0358'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0358'2.05 MI SE FROM FOUR CORNERS.
 RN0358'THE MARK IS LOCATED 0.85 MILE SOUTHEAST OF THE WEST JUNCTION OF TRUNK
 RN0358'HIGHWAYS 53 AND 194 (1.2 MILES SOUTHEAST OF FOUR CORNERS) AND 0.3 MILE
 RN0358'NORTHWEST ALONG TRUNK HIGHWAY 53 FROM UGSTAD ROAD (COUNTY ROAD 38). IT
 RN0358'IS 29.8 FEET SOUTHWEST OF THE CENTERLINE OF SOUTHBOUND TRUNK HIGHWAY
 RN0358'53 AT MILEPOINT 10.6 AND IS 81.0 FEET NORTHWEST OF A POWER LINE
 RN0358'CROSSING (NORTHEAST-SOUTHWEST).  IT IS SET IN A DRILL HOLE IN THE
 RN0358'SOUTHEAST CORNER (HEADWALL) OF A 6 FOOT BY 8 FOOT BOX CULVERT (TRUNK
 RN0358'HIGHWAY 53 SOUTHBOUND OVER SMALL CREEK).  SE 1/4 SECTION 4, T 50N, R
 RN0358'15W.  NOTE-- IT IS ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 RN0358
 RN0358                          STATION RECOVERY (1984)
 RN0358
 RN0358'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 RN0358'IN THE SOUTHEAST QUARTER OF SECTION 4, T 50 N, R 15 W, 0.85 MILE
 RN0358'SOUTHEAST OF THE WEST JUNCTION OF TRUNK HIGHWAYS 53 AND 194 (1.2
 RN0358'MILES SOUTHEAST OF FOUR CORNERS) AND 0.3 MILE NORTHWEST ALONG TRUNK
 RN0358'HIGHWAY 53 UGSTAD ROAD (COUNTY ROAD 38), 29.8 FEET SOUTHWEST OF THE
 RN0358'CENTERLINE OF SOUTHBOUND TRUNK HIGHWAY 53 AT MILEPOINT 10.6 AND 81.0
 RN0358'FEET NORTHWEST OF A NORTHEAST--SOUTHWEST POWERLINE CROSSING. THE
 RN0358'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---6916 AC 1974---, IS
 RN0358'SET FLUSH IN A DRILL HOLE IN THE SOUTHEAST CORNER (HEADWALL) OF A 6
 RN0358'FOOT BY 8 FOOT CONCRETE BOX CULVERT (TRUNK HIGHWAY 53 SOUTHBOUND OVER
 RN0358'A SMALL CREEK). THE MARK IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 RN0358'HIGHWAY.
 RN0358
 RN0358                          STATION RECOVERY (2002)
 RN0358
 RN0358'RECOVERY NOTE BY US POWER SQUADRON 2002 (SF)
 RN0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0355 ***********************************************************************
 RN0355  DESIGNATION -  6916 B 2
 RN0355  PID         -  RN0355
 RN0355  STATE/COUNTY-  MN/ST LOUIS
 RN0355  USGS QUAD   -  DULUTH HEIGHTS (1993)
 RN0355
 RN0355                         *CURRENT SURVEY CONTROL
 RN0355  ___________________________________________________________________
 RN0355* NAD 83(1986)-  46 50 13.     (N)    092 12 35.     (W)     SCALED    
 RN0355* NAVD 88     -       435.151  (meters)    1427.66   (feet)  ADJUSTED  
 RN0355  ___________________________________________________________________
 RN0355  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 RN0355  DYNAMIC HT  -         435.193 (meters)    1427.80  (feet)  COMP
 RN0355  MODELED GRAV-     980,696.1   (mgal)                       NAVD 88
 RN0355
 RN0355  VERT ORDER  -  SECOND    CLASS 0
 RN0355
 RN0355.The horizontal coordinates were scaled from a topographic map and have
 RN0355.an estimated accuracy of +/- 6 seconds.
 RN0355
 RN0355.The orthometric height was determined by differential leveling
 RN0355.and adjusted by the National Geodetic Survey in June 1991..
 RN0355
 RN0355.The geoid height was determined by GEOID03.
 RN0355
 RN0355.The dynamic height is computed by dividing the NAVD 88
 RN0355.geopotential number by the normal gravity value computed on the
 RN0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0355.degrees latitude (g = 980.6199 gals.).
 RN0355
 RN0355.The modeled gravity was interpolated from observed gravity values.
 RN0355
 RN0355;                    North         East    Units  Estimated Accuracy
 RN0355;SPC MN N     -   137,850.      867,920.      MT  (+/- 180 meters Scaled)
 RN0355
 RN0355                          SUPERSEDED SURVEY CONTROL
 RN0355
 RN0355  NGVD 29 (??/??/92)  435.09   (m)         1427.5    (f) COMPUTED    2 0
 RN0355
 RN0355.Superseded values are not recommended for survey control.
 RN0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0355.See file dsdata.txt to determine how the superseded data were derived.
 RN0355
 RN0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM602873(NAD 83)
 RN0355_MARKER: DD = SURVEY DISK
 RN0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0355_SP_SET: CONCRETE BASE
 RN0355_STAMPING: 6916 B 2 1972
 RN0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0355
 RN0355  HISTORY     - Date     Condition        Report By
 RN0355  HISTORY     - 1972     MONUMENTED       MNDT
 RN0355  HISTORY     - 1974     GOOD             MNDT
 RN0355
 RN0355                          STATION DESCRIPTION
 RN0355
 RN0355'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0355'1.6 MI W FROM DULUTH.
 RN0355'THE MARK IS LOCATED 2.5 MILES SOUTHEAST AND EAST ALONG TRUNK HIGHWAY
 RN0355'53 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 53 FROM THE WEST JUNCTION
 RN0355'OF TRUNK HIGHWAYS 53 AND 194, (1.2 MILES SOUTHEAST OF FOUR CORNERS),
 RN0355'AND IS NEAR THE DULUTH INTERNATIONAL AIRPORT.  IT IS 227.0 FEET NORTH
 RN0355'OF THE CENTERLINE OF TRUNK HIGHWAY 53 AT MILEPOINT 9.1, 18.5 FEET
 RN0355'NORTHWEST OF THE WEST CORNER OF A SMALL METAL SHED (BUILDING S-129),
 RN0355'AND 167.0 FEET NORTH OF THE NORTHWEST END OF AN 18 INCH CORUGATED
 RN0355'METAL PIPE UNDER A DRIVEWAY.  IT IS SET IN A DRILL HOLE IN THE WEST
 RN0355'CORNER OF A 2 FOOT BY 2 FOOT BY 2 FOOT HIGH CONCRETE BASE FOR WEST LEG
 RN0355'OF A STEEL TOWER AND IS 5 FEET BELOW THE LEVEL OF THE HIGHWAY. SW 1/4
 RN0355'SECTION 2, T 50N, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0359 ***********************************************************************
 RN0359  DESIGNATION -  6916 B 4
 RN0359  PID         -  RN0359
 RN0359  STATE/COUNTY-  MN/ST LOUIS
 RN0359  USGS QUAD   -  ADOLPH (1993)
 RN0359
 RN0359                         *CURRENT SURVEY CONTROL
 RN0359  ___________________________________________________________________
 RN0359* NAD 83(1986)-  46 50 34.     (N)    092 15 16.     (W)     SCALED    
 RN0359* NAVD 88     -       430.768  (meters)    1413.28   (feet)  ADJUSTED  
 RN0359  ___________________________________________________________________
 RN0359  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 RN0359  DYNAMIC HT  -         430.802 (meters)    1413.39  (feet)  COMP
 RN0359  MODELED GRAV-     980,679.8   (mgal)                       NAVD 88
 RN0359
 RN0359  VERT ORDER  -  SECOND    CLASS 0
 RN0359
 RN0359.The horizontal coordinates were scaled from a topographic map and have
 RN0359.an estimated accuracy of +/- 6 seconds.
 RN0359
 RN0359.The orthometric height was determined by differential leveling
 RN0359.and adjusted by the National Geodetic Survey in June 1991..
 RN0359
 RN0359.The geoid height was determined by GEOID03.
 RN0359
 RN0359.The dynamic height is computed by dividing the NAVD 88
 RN0359.geopotential number by the normal gravity value computed on the
 RN0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0359.degrees latitude (g = 980.6199 gals.).
 RN0359
 RN0359.The modeled gravity was interpolated from observed gravity values.
 RN0359
 RN0359;                    North         East    Units  Estimated Accuracy
 RN0359;SPC MN N     -   138,460.      864,500.      MT  (+/- 180 meters Scaled)
 RN0359
 RN0359                          SUPERSEDED SURVEY CONTROL
 RN0359
 RN0359  NGVD 29 (??/??/92)  430.70   (m)         1413.1    (f) COMPUTED    2 0
 RN0359
 RN0359.Superseded values are not recommended for survey control.
 RN0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0359.See file dsdata.txt to determine how the superseded data were derived.
 RN0359
 RN0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM568879(NAD 83)
 RN0359_MARKER: DD = SURVEY DISK
 RN0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0359_SP_SET: CULVERT
 RN0359_STAMPING: 6916 B4 1972
 RN0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0359
 RN0359  HISTORY     - Date     Condition        Report By
 RN0359  HISTORY     - 1972     MONUMENTED       MNDT
 RN0359  HISTORY     - 1974     GOOD             MNDT
 RN0359  HISTORY     - 20021102 GOOD             USPSQD
 RN0359
 RN0359                          STATION DESCRIPTION
 RN0359
 RN0359'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0359'1.45 MI SE FROM FOUR CORNERS.
 RN0359'THE MARK IS LOCATED 0.25 MILES SOUTHEAST OF THE WEST JUNCTION OF TRUNK
 RN0359'HIGHWAYS 53 AND 194 (1.2 MILES SOUTHEAST OF FOUR CORNERS).  IT IS 35.3
 RN0359'FEET NORTHEAST OF THE CENTERLINE OF NORTHBOUND TRUNK HIGHWAY 53 AT
 RN0359'MILEPOINT 11.2.  IT IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF
 RN0359'HEADWALL OF A 6 FOOT BY 8 FOOT BOX CULVERT (TRUNK HIGHWAY 53
 RN0359'NORTHBOUND UNDER SMALL CREEK).  SW 1/4 SECTION 4, T 50N, R 15W.
 RN0359
 RN0359                          STATION RECOVERY (2002)
 RN0359
 RN0359'RECOVERY NOTE BY US POWER SQUADRON 2002 (SF)
 RN0359'MARK FOUND BURIED UNDER ABOUT 6 INCHES OF SHIFTING SOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0361 ***********************************************************************
 RN0361  DESIGNATION -  6916 B 5
 RN0361  PID         -  RN0361
 RN0361  STATE/COUNTY-  MN/ST LOUIS
 RN0361  USGS QUAD   -  ADOLPH (1993)
 RN0361
 RN0361                         *CURRENT SURVEY CONTROL
 RN0361  ___________________________________________________________________
 RN0361* NAD 83(1996)-  46 50 50.33138(N)    092 16 00.80716(W)     ADJUSTED  
 RN0361* NAVD 88     -       437.091  (meters)    1434.02   (feet)  ADJUSTED  
 RN0361  ___________________________________________________________________
 RN0361  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 RN0361  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 RN0361  DYNAMIC HT  -         437.123 (meters)    1434.13  (feet)  COMP
 RN0361  MODELED GRAV-     980,674.3   (mgal)                       NAVD 88
 RN0361
 RN0361  HORZ ORDER  -  THIRD
 RN0361  VERT ORDER  -  SECOND    CLASS 0
 RN0361
 RN0361.The horizontal coordinates were established by classical geodetic methods
 RN0361.and adjusted by the National Geodetic Survey in March 1999..
 RN0361.No horizontal observational check was made to the station.
 RN0361
 RN0361.The orthometric height was determined by differential leveling
 RN0361.and adjusted by the National Geodetic Survey in June 1991..
 RN0361
 RN0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0361
 RN0361.The geoid height was determined by GEOID03.
 RN0361
 RN0361.The dynamic height is computed by dividing the NAVD 88
 RN0361.geopotential number by the normal gravity value computed on the
 RN0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0361.degrees latitude (g = 980.6199 gals.).
 RN0361
 RN0361.The modeled gravity was interpolated from observed gravity values.
 RN0361
 RN0361;                    North         East     Units Scale Factor Converg.
 RN0361;SPC MN N     -   138,955.607   863,545.182   MT  1.00005014   +0 37 03.1
 RN0361;SPC MN C     -   307,220.094   951,234.931   MT  0.99996201   +1 26 04.4
 RN0361;UTM  15      - 5,188,457.802   555,893.525   MT  0.99963840   +0 32 05.4
 RN0361
 RN0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0361!SPC MN N     -   0.99993594  x   1.00005014  =   0.99998607
 RN0361!SPC MN C     -   0.99993594  x   0.99996201  =   0.99989795
 RN0361!UTM  15      -   0.99993594  x   0.99963840  =   0.99957436
 RN0361
 RN0361                          SUPERSEDED SURVEY CONTROL
 RN0361
 RN0361  NAD 83(1986)-  46 50 50.32531(N)    092 16 00.80821(W) AD(       ) 3
 RN0361  NAD 27      -  46 50 50.53715(N)    092 16 00.11954(W) AD(       ) 3
 RN0361  NGVD 29 (??/??/92)  437.03   (m)         1433.8    (f) COMPUTED    2 0
 RN0361
 RN0361.Superseded values are not recommended for survey control.
 RN0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0361.See file dsdata.txt to determine how the superseded data were derived.
 RN0361
 RN0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5589488458(NAD 83)
 RN0361_MARKER: DB = BENCH MARK DISK
 RN0361_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RN0361_SP_SET: UNSPEC. ROCK
 RN0361_STAMPING: 6916 B 5 1972
 RN0361_MARK LOGO: MNDT  
 RN0361_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0361+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 RN0361
 RN0361  HISTORY     - Date     Condition        Report By
 RN0361  HISTORY     - 1972     MONUMENTED       MNDT
 RN0361  HISTORY     - 1974     GOOD             MNDT
 RN0361  HISTORY     - 19921020 GOOD             MNDT
 RN0361  HISTORY     - 20021102 GOOD             USPSQD
 RN0361
 RN0361                          STATION DESCRIPTION
 RN0361
 RN0361'DESCRIBED BY MN DEPT OF TRANSP 1972
 RN0361'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED 6916 B5
 RN0361'1972, IS SET IN A DRILL HOLE NEAR THE CENTER OF A 10 FOOT BY 12
 RN0361'FOOT BY 3 FOOT HIGH ROCK.  THE MARK IS ABOUT 2475 FEET NORTHWEST
 RN0361'OF STATION FAS MNHD 1975, 49.8 FEET SOUTHWEST OF THE
 RN0361'CENTERLINE OF THE SOUTH-BOUND LANE OF TRUNK HIGHWAY 53, 119.0
 RN0361'FEET SOUTHEAST OF THE CENTER OF AN ENTRANCE TO A ONE-STORY GRAY
 RN0361'FRAME HOUSE, 104.5 FEET SOUTHEAST OF THE SOUTHEAST END OF A
 RN0361'CORRUGATED METAL CULVERT UNDER AN ENTRANCE SOUTHWEST, 5.8 FEET
 RN0361'SOUTHWEST OF A STEEL WITNESS POST, AND IT IS ABOUT LEVEL WITH THE
 RN0361'HIGHWAY.
 RN0361
 RN0361                          STATION RECOVERY (1974)
 RN0361
 RN0361'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RN0361'0.8 MI SE FROM FOUR CORNERS.
 RN0361'THE MARK IS LOCATED 0.4 MILE NORTHWEST ALONG TRUNK HIGHWAY 53 FROM THE
 RN0361'WEST JUNCTION OF TRUNK HIGHWAY 53 AND 194 (1.2 MILES SOUTHEAST OF FOUR
 RN0361'CORNERS), AND IS 0.1 MILE NORTHWEST OF ENTRANCE TO ARROWHEAD CONCRETE
 RN0361'WORKS.  IT IS 49.8 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY
 RN0361'53 SOUTHBOUND AT MILEPOINT 11.9, 119.0 FEET SOUTHEAST OF THE CENTER OF
 RN0361'ENTRANCE TO A ONE-STORY GRAY FRAME HOUSE, AND 104.5 FEET SOUTHEAST OF
 RN0361'SOUTHEAST END OF A CORRUGATED METAL PIPE UNDER THE ENTRANCE
 RN0361'(SOUTHWEST).  IT IS SET IN A DRILL HOLE NEAR THE CENTER OF A 10 FOOT
 RN0361'BY 12 FOOT BY 3 FOOT HIGH ROCK, AND IS 5.8 FEET SOUTHWEST OF A STEEL
 RN0361'WITNESS POST.  IT IS ABOUT LEVEL WITH THE HIGHWAY.  NE 1/4 SECTION 5,
 RN0361'T 50N, R 15W.
 RN0361
 RN0361                          STATION RECOVERY (1992)
 RN0361
 RN0361'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 RN0361'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 RN0361'TH 53 MP 12.1.
 RN0361
 RN0361                          STATION RECOVERY (2002)
 RN0361
 RN0361'RECOVERY NOTE BY US POWER SQUADRON 2002 (SF)
 RN0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1044 ***********************************************************************
 RN1044  DESIGNATION -  6916 M
 RN1044  PID         -  RN1044
 RN1044  STATE/COUNTY-  MN/ST LOUIS
 RN1044  USGS QUAD   -  INDEPENDENCE (1981)
 RN1044
 RN1044                         *CURRENT SURVEY CONTROL
 RN1044  ___________________________________________________________________
 RN1044* NAD 83(1986)-  46 57 19.     (N)    092 27 24.     (W)     SCALED    
 RN1044* NAVD 88     -       412.668  (meters)    1353.89   (feet)  ADJUSTED  
 RN1044  ___________________________________________________________________
 RN1044  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 RN1044  DYNAMIC HT  -         412.694 (meters)    1353.98  (feet)  COMP
 RN1044  MODELED GRAV-     980,663.7   (mgal)                       NAVD 88
 RN1044
 RN1044  VERT ORDER  -  SECOND    CLASS I
 RN1044
 RN1044.The horizontal coordinates were scaled from a topographic map and have
 RN1044.an estimated accuracy of +/- 6 seconds.
 RN1044
 RN1044.The orthometric height was determined by differential leveling
 RN1044.and adjusted by the National Geodetic Survey in June 1991..
 RN1044
 RN1044.The geoid height was determined by GEOID03.
 RN1044
 RN1044.The dynamic height is computed by dividing the NAVD 88
 RN1044.geopotential number by the normal gravity value computed on the
 RN1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1044.degrees latitude (g = 980.6199 gals.).
 RN1044
 RN1044.The modeled gravity was interpolated from observed gravity values.
 RN1044
 RN1044;                    North         East    Units  Estimated Accuracy
 RN1044;SPC MN N     -   150,820.      848,970.      MT  (+/- 180 meters Scaled)
 RN1044
 RN1044                          SUPERSEDED SURVEY CONTROL
 RN1044
 RN1044.No superseded survey control is available for this station.
 RN1044
 RN1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN413003(NAD 83)
 RN1044_MARKER: DB = BENCH MARK DISK
 RN1044_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN1044_SP_SET: BRDG ABUT
 RN1044_STAMPING: 6916 M 1970
 RN1044_MARK LOGO: MNDT  
 RN1044_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1044+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992
 RN1044
 RN1044  HISTORY     - Date     Condition        Report By
 RN1044  HISTORY     - 1970     MONUMENTED       MNDT
 RN1044  HISTORY     - 1978     GOOD             MNDT
 RN1044  HISTORY     - 19920902 GOOD             MNDT
 RN1044
 RN1044                          STATION DESCRIPTION
 RN1044
 RN1044'DESCRIBED BY MN DEPT OF TRANSP 1978
 RN1044'8.0 MI NORTH FROM SAGINAW.
 RN1044'THE MARK IS LOCATED 8.1 MILES NORTH ALONG TRUNK HIGHWAY 33 FROM THE
 RN1044'JUNCTION OF TRUNK HIGHWAY 33 AND TRUNK HIGHWAY 2 SOUTHWEST OF SAGINAW,
 RN1044'5.9 MILES SOUTH ALONG TRUNK HIGHWAY 53 FROM THE INTERSECTION OF TRUNK
 RN1044'HIGHWAY 53 AND COUNTY ROAD 152, IN CANYON, AT THE JUNCTION OF TRUNK
 RN1044'HIGHWAY 33 AND TRUNK HIGHWAY 53 AT INDEPENDENCE, AT TRUNK HIGHWAY 33
 RN1044'MILE POINT 19.35 AND TRUNK HIGHWAY 53 MILE POINT 24.1. IT IS 14.1 FT.
 RN1044'SOUTHEAST OF AND ABOUT 1 FT. HIGHER THAN THE CENTERLINE OF TRUNK
 RN1044'HIGHWAY 33 NORTHBOUND.
 RN1044
 RN1044                          STATION RECOVERY (1992)
 RN1044
 RN1044'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 RN1044'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1049 ***********************************************************************
 RN1049  DESIGNATION -  6917 A
 RN1049  PID         -  RN1049
 RN1049  STATE/COUNTY-  MN/ST LOUIS
 RN1049  USGS QUAD   -  INDEPENDENCE (1981)
 RN1049
 RN1049                         *CURRENT SURVEY CONTROL
 RN1049  ___________________________________________________________________
 RN1049* NAD 83(1986)-  46 57 28.     (N)    092 27 34.     (W)     SCALED    
 RN1049* NAVD 88     -       399.300  (meters)    1310.04   (feet)  ADJUSTED  
 RN1049  ___________________________________________________________________
 RN1049  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 RN1049  DYNAMIC HT  -         399.324 (meters)    1310.12  (feet)  COMP
 RN1049  MODELED GRAV-     980,663.7   (mgal)                       NAVD 88
 RN1049
 RN1049  VERT ORDER  -  SECOND    CLASS I
 RN1049
 RN1049.The horizontal coordinates were scaled from a topographic map and have
 RN1049.an estimated accuracy of +/- 6 seconds.
 RN1049
 RN1049.The orthometric height was determined by differential leveling
 RN1049.and adjusted by the National Geodetic Survey in June 1991..
 RN1049
 RN1049.The geoid height was determined by GEOID03.
 RN1049
 RN1049.The dynamic height is computed by dividing the NAVD 88
 RN1049.geopotential number by the normal gravity value computed on the
 RN1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1049.degrees latitude (g = 980.6199 gals.).
 RN1049
 RN1049.The modeled gravity was interpolated from observed gravity values.
 RN1049
 RN1049;                    North         East    Units  Estimated Accuracy
 RN1049;SPC MN N     -   151,100.      848,760.      MT  (+/- 180 meters Scaled)
 RN1049
 RN1049                          SUPERSEDED SURVEY CONTROL
 RN1049
 RN1049.No superseded survey control is available for this station.
 RN1049
 RN1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN411006(NAD 83)
 RN1049_MARKER: DB = BENCH MARK DISK
 RN1049_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN1049_SP_SET: BRDG ABUT
 RN1049_STAMPING: 6917 A 1967
 RN1049_MARK LOGO: MNDT  
 RN1049_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1049+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992
 RN1049
 RN1049  HISTORY     - Date     Condition        Report By
 RN1049  HISTORY     - 1967     MONUMENTED       MNDT
 RN1049  HISTORY     - 1978     GOOD             MNDT
 RN1049  HISTORY     - 19920902 GOOD             MNDT
 RN1049
 RN1049                          STATION DESCRIPTION
 RN1049
 RN1049'DESCRIBED BY MN DEPT OF TRANSP 1978
 RN1049'5.8 MI SOUTH FROM CANYON.
 RN1049'THE MARK IS LOCATED 5.8 MILES SOUTH ALONG TRUNK HIGHWAY 53 FROM THE
 RN1049'INTERSECTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 152 AT CANYON, ABOUT
 RN1049'0.35 MILES NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 33 AND TRUNK
 RN1049'HIGHWAY 53 AT INDEPENDENCE, AT THE TRUNK HIGHWAY 53 SOUTHBOUND BRIDGE
 RN1049'OVER THE CLOQUET RIVER OF TRUNK HIGHWAY 53 MILEPOINT 24.25. IT IS
 RN1049'21.2 FT. NORTHEAST OF THE CENTERLINE OF SOUTHBOUND TRUNK HIGHWAY 53.
 RN1049'DISK IS SET IN THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF BRIDGE
 RN1049'NUMBER 3232, TRUNK HIGHWAY 53 SOUTHBOUND OVER THE CLOQUET RIVER.
 RN1049
 RN1049                          STATION RECOVERY (1992)
 RN1049
 RN1049'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 RN1049'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1048 ***********************************************************************
 RN1048  DESIGNATION -  6917 D
 RN1048  PID         -  RN1048
 RN1048  STATE/COUNTY-  MN/ST LOUIS
 RN1048  USGS QUAD   -  INDEPENDENCE (1981)
 RN1048
 RN1048                         *CURRENT SURVEY CONTROL
 RN1048  ___________________________________________________________________
 RN1048* NAD 83(1986)-  46 57 33.     (N)    092 27 32.     (W)     SCALED    
 RN1048* NAVD 88     -       400.238  (meters)    1313.11   (feet)  ADJUSTED  
 RN1048  ___________________________________________________________________
 RN1048  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 RN1048  DYNAMIC HT  -         400.262 (meters)    1313.19  (feet)  COMP
 RN1048  MODELED GRAV-     980,663.7   (mgal)                       NAVD 88
 RN1048
 RN1048  VERT ORDER  -  SECOND    CLASS I
 RN1048
 RN1048.The horizontal coordinates were scaled from a topographic map and have
 RN1048.an estimated accuracy of +/- 6 seconds.
 RN1048
 RN1048.The orthometric height was determined by differential leveling
 RN1048.and adjusted by the National Geodetic Survey in June 1991..
 RN1048
 RN1048.The geoid height was determined by GEOID03.
 RN1048
 RN1048.The dynamic height is computed by dividing the NAVD 88
 RN1048.geopotential number by the normal gravity value computed on the
 RN1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1048.degrees latitude (g = 980.6199 gals.).
 RN1048
 RN1048.The modeled gravity was interpolated from observed gravity values.
 RN1048
 RN1048;                    North         East    Units  Estimated Accuracy
 RN1048;SPC MN N     -   151,250.      848,800.      MT  (+/- 180 meters Scaled)
 RN1048
 RN1048                          SUPERSEDED SURVEY CONTROL
 RN1048
 RN1048.No superseded survey control is available for this station.
 RN1048
 RN1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN411007(NAD 83)
 RN1048_MARKER: DB = BENCH MARK DISK
 RN1048_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN1048_SP_SET: BRDG ABUT
 RN1048_STAMPING: 6917 D 1970
 RN1048_MARK LOGO: MNDT  
 RN1048_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1048+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1992
 RN1048
 RN1048  HISTORY     - Date     Condition        Report By
 RN1048  HISTORY     - 1970     MONUMENTED       MNDT
 RN1048  HISTORY     - 1978     GOOD             MNDT
 RN1048  HISTORY     - 19920902 GOOD             MNDT
 RN1048
 RN1048                          STATION DESCRIPTION
 RN1048
 RN1048'DESCRIBED BY MN DEPT OF TRANSP 1978
 RN1048'5.7 MI SOUTH FROM CANYON.
 RN1048'THE MARK IS LOCATED 5.7 MILES SOUTH ALONG TRUNK HIGHWAY 53 FROM THE
 RN1048'INTERSECTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 152 AT CANYON, 0.3
 RN1048'MILE NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY
 RN1048'33 OF INDEPENDENCE, AT THE NORTHBOUND TRUNK HIGHWAY 53 BRIDGE OVER THE
 RN1048'CLOQUET RIVER AT TRUNK HIGHWAY 53 MILEPOINT 24.3. IT IS 19.3 FT.
 RN1048'NORTHEAST OF THE CENTERLINE OF NORTHBOUND TRUNK HIGHWAY 53. DISK IS
 RN1048'SET IN THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF BRIDGE NUMBER
 RN1048'69030, NORTHBOUND TRUNK HIGHWAY 53 OVER THE CLOQUET RIVER.
 RN1048
 RN1048                          STATION RECOVERY (1992)
 RN1048
 RN1048'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 RN1048'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0944 ***********************************************************************
 SJ0944  DESIGNATION -  6918 AB
 SJ0944  PID         -  SJ0944
 SJ0944  STATE/COUNTY-  MN/ST LOUIS
 SJ0944  USGS QUAD   -  VIRGINIA (1985)
 SJ0944
 SJ0944                         *CURRENT SURVEY CONTROL
 SJ0944  ___________________________________________________________________
 SJ0944* NAD 83(1986)-  47 31 12.     (N)    092 33 49.     (W)     SCALED    
 SJ0944* NAVD 88     -       444.641  (meters)    1458.79   (feet)  ADJUSTED  
 SJ0944  ___________________________________________________________________
 SJ0944  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 SJ0944  DYNAMIC HT  -         444.688 (meters)    1458.95  (feet)  COMP
 SJ0944  MODELED GRAV-     980,704.7   (mgal)                       NAVD 88
 SJ0944
 SJ0944  VERT ORDER  -  SECOND    CLASS 0
 SJ0944
 SJ0944.The horizontal coordinates were scaled from a topographic map and have
 SJ0944.an estimated accuracy of +/- 6 seconds.
 SJ0944
 SJ0944.The orthometric height was determined by differential leveling
 SJ0944.and adjusted by the National Geodetic Survey in June 1991..
 SJ0944
 SJ0944.The geoid height was determined by GEOID03.
 SJ0944
 SJ0944.The dynamic height is computed by dividing the NAVD 88
 SJ0944.geopotential number by the normal gravity value computed on the
 SJ0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0944.degrees latitude (g = 980.6199 gals.).
 SJ0944
 SJ0944.The modeled gravity was interpolated from observed gravity values.
 SJ0944
 SJ0944;                    North         East    Units  Estimated Accuracy
 SJ0944;SPC MN N     -   213,540.      840,390.      MT  (+/- 180 meters Scaled)
 SJ0944
 SJ0944                          SUPERSEDED SURVEY CONTROL
 SJ0944
 SJ0944  NGVD 29 (??/??/92)  444.407  (m)         1458.03   (f) ADJ UNCH    2 0
 SJ0944
 SJ0944.Superseded values are not recommended for survey control.
 SJ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0944.See file dsdata.txt to determine how the superseded data were derived.
 SJ0944
 SJ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN328630(NAD 83)
 SJ0944_MARKER: DD = SURVEY DISK
 SJ0944_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SJ0944_SP_SET: BRIDGE
 SJ0944_STAMPING: 6918-AB
 SJ0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0944
 SJ0944  HISTORY     - Date     Condition        Report By
 SJ0944  HISTORY     - UNK      MONUMENTED       MNDT
 SJ0944  HISTORY     - 1973     GOOD             MNDT
 SJ0944
 SJ0944                          STATION DESCRIPTION
 SJ0944
 SJ0944'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0944'0.15 MI W FROM VIRGINIA.
 SJ0944'FROM THE JUNCTION OF TRUNK HIGHWAYS 53 AND 169 (0.1 MILE WEST OF
 SJ0944'VIRGINIA), GO WEST ON TRUNK HIGHWAY 169 FOR 150 FEET TO BRIDGE 69034
 SJ0944'(TRUNK HIGHWAY 169 OVER DULUTH-WINNIPEG AND PACIFIC RAILROAD) AND MARK
 SJ0944'ON THE RIGHT.  THE MARK IS 30.5 FEET NORTH OF THE CENTERLINE OF TRUNK
 SJ0944'HIGHWAY 169 IN THE NORTHEAST CORNER OF BRIDGE (RAILING BASE) AND IS 6
 SJ0944'INCHES ABOVE THE LEVEL OF TRUNK HIGHWAY 169.  SE 1/4 SECTION 12, T 58,
 SJ0944'R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0943 ***********************************************************************
 SJ0943  DESIGNATION -  6918 AC
 SJ0943  PID         -  SJ0943
 SJ0943  STATE/COUNTY-  MN/ST LOUIS
 SJ0943  USGS QUAD   -  VIRGINIA (1985)
 SJ0943
 SJ0943                         *CURRENT SURVEY CONTROL
 SJ0943  ___________________________________________________________________
 SJ0943* NAD 83(1986)-  47 31 12.     (N)    092 33 43.     (W)     SCALED    
 SJ0943* NAVD 88     -       443.103  (meters)    1453.75   (feet)  ADJUSTED  
 SJ0943  ___________________________________________________________________
 SJ0943  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 SJ0943  DYNAMIC HT  -         443.150 (meters)    1453.90  (feet)  COMP
 SJ0943  MODELED GRAV-     980,704.7   (mgal)                       NAVD 88
 SJ0943
 SJ0943  VERT ORDER  -  SECOND    CLASS 0
 SJ0943
 SJ0943.The horizontal coordinates were scaled from a topographic map and have
 SJ0943.an estimated accuracy of +/- 6 seconds.
 SJ0943
 SJ0943.The orthometric height was determined by differential leveling
 SJ0943.and adjusted by the National Geodetic Survey in June 1991..
 SJ0943
 SJ0943.The geoid height was determined by GEOID03.
 SJ0943
 SJ0943.The dynamic height is computed by dividing the NAVD 88
 SJ0943.geopotential number by the normal gravity value computed on the
 SJ0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0943.degrees latitude (g = 980.6199 gals.).
 SJ0943
 SJ0943.The modeled gravity was interpolated from observed gravity values.
 SJ0943
 SJ0943;                    North         East    Units  Estimated Accuracy
 SJ0943;SPC MN N     -   213,540.      840,520.      MT  (+/- 180 meters Scaled)
 SJ0943
 SJ0943                          SUPERSEDED SURVEY CONTROL
 SJ0943
 SJ0943  NGVD 29 (??/??/92)  442.868  (m)         1452.98   (f) ADJ UNCH    2 0
 SJ0943
 SJ0943.Superseded values are not recommended for survey control.
 SJ0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0943.See file dsdata.txt to determine how the superseded data were derived.
 SJ0943
 SJ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN329630(NAD 83)
 SJ0943_MARKER: DD = SURVEY DISK
 SJ0943_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SJ0943_SP_SET: BRIDGE ABUTMENT
 SJ0943_STAMPING: 6918-AC 1973
 SJ0943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0943
 SJ0943  HISTORY     - Date     Condition        Report By
 SJ0943  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0943
 SJ0943                          STATION DESCRIPTION
 SJ0943
 SJ0943'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0943'0.1 MI W FROM VIRGINIA.
 SJ0943'THE MARK IS SET IN SOUTHEAST CORNER OF BRIDGE 69034 (TRUNK HIGHWAY 169
 SJ0943'OVER TRUNK HIGHWAY 53).  THE MARK IS SET IN THE SOUTHEAST ABUTMENT OF
 SJ0943'THE BRIDGE AND IS 29.3 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY
 SJ0943'169 AND 6 INCHES ABOVE THE LEVEL OF TRUNK HIGHWAY 169 (MILEPOST
 SJ0943'65.85).  SW 1/4 SECTION 7, T 58N, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0945 ***********************************************************************
 SJ0945  DESIGNATION -  6918 AD
 SJ0945  PID         -  SJ0945
 SJ0945  STATE/COUNTY-  MN/ST LOUIS
 SJ0945  USGS QUAD   -  VIRGINIA (1985)
 SJ0945
 SJ0945                         *CURRENT SURVEY CONTROL
 SJ0945  ___________________________________________________________________
 SJ0945* NAD 83(1986)-  47 30 36.     (N)    092 33 07.     (W)     SCALED    
 SJ0945* NAVD 88     -       436.621  (meters)    1432.48   (feet)  ADJUSTED  
 SJ0945  ___________________________________________________________________
 SJ0945  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 SJ0945  DYNAMIC HT  -         436.665 (meters)    1432.63  (feet)  COMP
 SJ0945  MODELED GRAV-     980,702.1   (mgal)                       NAVD 88
 SJ0945
 SJ0945  VERT ORDER  -  SECOND    CLASS 0
 SJ0945
 SJ0945.The horizontal coordinates were scaled from a topographic map and have
 SJ0945.an estimated accuracy of +/- 6 seconds.
 SJ0945
 SJ0945.The orthometric height was determined by differential leveling
 SJ0945.and adjusted by the National Geodetic Survey in June 1991..
 SJ0945
 SJ0945.The geoid height was determined by GEOID03.
 SJ0945
 SJ0945.The dynamic height is computed by dividing the NAVD 88
 SJ0945.geopotential number by the normal gravity value computed on the
 SJ0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0945.degrees latitude (g = 980.6199 gals.).
 SJ0945
 SJ0945.The modeled gravity was interpolated from observed gravity values.
 SJ0945
 SJ0945;                    North         East    Units  Estimated Accuracy
 SJ0945;SPC MN N     -   212,430.      841,280.      MT  (+/- 180 meters Scaled)
 SJ0945
 SJ0945                          SUPERSEDED SURVEY CONTROL
 SJ0945
 SJ0945  NGVD 29 (??/??/92)  436.388  (m)         1431.72   (f) ADJ UNCH    2 0
 SJ0945
 SJ0945.Superseded values are not recommended for survey control.
 SJ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0945.See file dsdata.txt to determine how the superseded data were derived.
 SJ0945
 SJ0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN337619(NAD 83)
 SJ0945_MARKER: DD = SURVEY DISK
 SJ0945_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ0945_SP_SET: BASE
 SJ0945_STAMPING: 6918-AD 1973
 SJ0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ0945
 SJ0945  HISTORY     - Date     Condition        Report By
 SJ0945  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0945
 SJ0945                          STATION DESCRIPTION
 SJ0945
 SJ0945'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0945'IN VIRGINIA.
 SJ0945'FROM THE JUNCTION OF TRUNK HIGHWAYS 53 AND 169, 0.1 MILE WEST OF
 SJ0945'VIRGINIA GO SOUTHERLY AND EASTERLY ON TRUNK HIGHWAY 53 FOR 0.9 MILE TO
 SJ0945'12TH STREET WEST.  (MILEPOST 64.9) AND THE MARK ON THE LEFT.  THE MARK
 SJ0945'IS 45 FEET SOUTH OF THE CENTERLINE OF THE SOUTHBOUND LANE OF TRUNK
 SJ0945'HIGHWAY 53, 45 FEET WEST OF THE CENTER OF 12TH AVENUE WEST. THE MARK
 SJ0945'IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF A 2.5 FOOT BY 2.5
 SJ0945'FOOT CONCRETE TRAFFIC SIGNAL BASE AND IS 1 FOOT BELOW THE LEVEL OF
 SJ0945'TRUNK HIGHWAY 53.  NW 1/4 SECTION 18, T 58N, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0947 ***********************************************************************
 SJ0947  DESIGNATION -  6918 AE
 SJ0947  PID         -  SJ0947
 SJ0947  STATE/COUNTY-  MN/ST LOUIS
 SJ0947  USGS QUAD   -  VIRGINIA (1985)
 SJ0947
 SJ0947                         *CURRENT SURVEY CONTROL
 SJ0947  ___________________________________________________________________
 SJ0947* NAD 83(1986)-  47 30 36.     (N)    092 32 31.     (W)     SCALED    
 SJ0947* NAVD 88     -       444.293  (meters)    1457.65   (feet)  ADJUSTED  
 SJ0947  ___________________________________________________________________
 SJ0947  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 SJ0947  DYNAMIC HT  -         444.338 (meters)    1457.80  (feet)  COMP
 SJ0947  MODELED GRAV-     980,700.1   (mgal)                       NAVD 88
 SJ0947
 SJ0947  VERT ORDER  -  SECOND    CLASS 0
 SJ0947
 SJ0947.The horizontal coordinates were scaled from a topographic map and have
 SJ0947.an estimated accuracy of +/- 6 seconds.
 SJ0947
 SJ0947.The orthometric height was determined by differential leveling
 SJ0947.and adjusted by the National Geodetic Survey in June 1991..
 SJ0947
 SJ0947.The geoid height was determined by GEOID03.
 SJ0947
 SJ0947.The dynamic height is computed by dividing the NAVD 88
 SJ0947.geopotential number by the normal gravity value computed on the
 SJ0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0947.degrees latitude (g = 980.6199 gals.).
 SJ0947
 SJ0947.The modeled gravity was interpolated from observed gravity values.
 SJ0947
 SJ0947;                    North         East    Units  Estimated Accuracy
 SJ0947;SPC MN N     -   212,440.      842,030.      MT  (+/- 180 meters Scaled)
 SJ0947
 SJ0947                          SUPERSEDED SURVEY CONTROL
 SJ0947
 SJ0947  NGVD 29 (??/??/92)  444.057  (m)         1456.88   (f) ADJ UNCH    2 0
 SJ0947
 SJ0947.Superseded values are not recommended for survey control.
 SJ0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0947.See file dsdata.txt to determine how the superseded data were derived.
 SJ0947
 SJ0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN344619(NAD 83)
 SJ0947_MARKER: DD = SURVEY DISK
 SJ0947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SJ0947_SP_SET: BRIDGE
 SJ0947_STAMPING: 6918-AE 1973
 SJ0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0947
 SJ0947  HISTORY     - Date     Condition        Report By
 SJ0947  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0947
 SJ0947                          STATION DESCRIPTION
 SJ0947
 SJ0947'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0947'IN VIRGINIA.
 SJ0947'FROM THE JUNCTION OF TRUNK HIGHWAYS 53 AND 169 (0.1 MILE WEST OF
 SJ0947'VIRGINIA), GO SOUTHERLY AND EASTERLY ON TRUNK HIGHWAY 53 FOR 1.4 MILES
 SJ0947'TO BRIDGE 69009 (MILEPOST 64.4) AND MARK ON THE LEFT.  THE MARK IS SET
 SJ0947'IN THE SOUTHEAST CORNER OF BRIDGE 69010 (TRUNK HIGHWAY 53 NORTHBOUND
 SJ0947'OVER 6TH AVENUE WEST) THE MARK IS 20.6 FEET SOUTH OF THE CENTERLINE OF
 SJ0947'NORTHBOUND TRUNK HIGHWAY 53, 2.2 FEET SOUTHWEST OF STEEL GUARD RAIL
 SJ0947'POST AND IS 0.5 FOOT ABOVE THE LEVEL OF NORTHBOUND TRUNK HIGHWAY 53.
 SJ0947'NW 1/4 SECTION 17, T 58N, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0948 ***********************************************************************
 SJ0948  DESIGNATION -  6918 AF
 SJ0948  PID         -  SJ0948
 SJ0948  STATE/COUNTY-  MN/ST LOUIS
 SJ0948  USGS QUAD   -  VIRGINIA (1985)
 SJ0948
 SJ0948                         *CURRENT SURVEY CONTROL
 SJ0948  ___________________________________________________________________
 SJ0948* NAD 83(1986)-  47 30 36.     (N)    092 32 13.     (W)     SCALED    
 SJ0948* NAVD 88     -       448.484  (meters)    1471.40   (feet)  ADJUSTED  
 SJ0948  ___________________________________________________________________
 SJ0948  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 SJ0948  DYNAMIC HT  -         448.529 (meters)    1471.55  (feet)  COMP
 SJ0948  MODELED GRAV-     980,699.4   (mgal)                       NAVD 88
 SJ0948
 SJ0948  VERT ORDER  -  SECOND    CLASS 0
 SJ0948
 SJ0948.The horizontal coordinates were scaled from a topographic map and have
 SJ0948.an estimated accuracy of +/- 6 seconds.
 SJ0948
 SJ0948.The orthometric height was determined by differential leveling
 SJ0948.and adjusted by the National Geodetic Survey in June 1991..
 SJ0948
 SJ0948.The geoid height was determined by GEOID03.
 SJ0948
 SJ0948.The dynamic height is computed by dividing the NAVD 88
 SJ0948.geopotential number by the normal gravity value computed on the
 SJ0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0948.degrees latitude (g = 980.6199 gals.).
 SJ0948
 SJ0948.The modeled gravity was interpolated from observed gravity values.
 SJ0948
 SJ0948;                    North         East    Units  Estimated Accuracy
 SJ0948;SPC MN N     -   212,440.      842,410.      MT  (+/- 180 meters Scaled)
 SJ0948
 SJ0948                          SUPERSEDED SURVEY CONTROL
 SJ0948
 SJ0948  NGVD 29 (??/??/92)  448.247  (m)         1470.62   (f) ADJ UNCH    2 0
 SJ0948
 SJ0948.Superseded values are not recommended for survey control.
 SJ0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0948.See file dsdata.txt to determine how the superseded data were derived.
 SJ0948
 SJ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN348619(NAD 83)
 SJ0948_MARKER: DD = SURVEY DISK
 SJ0948_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SJ0948_SP_SET: BRIDGE
 SJ0948_STAMPING: 6918-AF 1973
 SJ0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0948
 SJ0948  HISTORY     - Date     Condition        Report By
 SJ0948  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0948
 SJ0948                          STATION DESCRIPTION
 SJ0948
 SJ0948'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0948'IN VIRGINIA.
 SJ0948'FROM THE JUNCTION OF TRUNK HIGHWAYS 53 AND 169 (0.1 MILE WEST OF
 SJ0948'VIRGINIA) GO SOUTH AND EAST ON TRUNK HIGHWAY 53 FOR 1.6 MILES TO
 SJ0948'BRIDGE 69007 (SOUTHBOUND TRUNK HIGHWAY 53 OVER DULUTH-MISSABE AND IRON
 SJ0948'RANGE RAILROAD) AND THE MARK ON THE LEFT (MILEPOST 64.15).  THE MARK
 SJ0948'IS SET IN THE SOUTHEAST CORNER OF BRIDGE 69008 (NORTHBOUND TRUNK
 SJ0948'HIGHWAY OVER DULUTH-MISSABE AND IRON RANGE RAILROAD).  THE MARK IS
 SJ0948'20.6 FEET SOUTH AND 0.5 FOOT ABOVE THE LEVEL OF NORTHBOUND TRUNK
 SJ0948'HIGHWAY 53.  NW 1/4 SECTION 17, T 58N, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0951 ***********************************************************************
 SJ0951  DESIGNATION -  6918 AG
 SJ0951  PID         -  SJ0951
 SJ0951  STATE/COUNTY-  MN/ST LOUIS
 SJ0951  USGS QUAD   -  VIRGINIA (1985)
 SJ0951
 SJ0951                         *CURRENT SURVEY CONTROL
 SJ0951  ___________________________________________________________________
 SJ0951* NAD 83(1986)-  47 30 30.     (N)    092 31 55.     (W)     SCALED    
 SJ0951* NAVD 88     -       454.483  (meters)    1491.08   (feet)  ADJUSTED  
 SJ0951  ___________________________________________________________________
 SJ0951  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 SJ0951  DYNAMIC HT  -         454.528 (meters)    1491.23  (feet)  COMP
 SJ0951  MODELED GRAV-     980,698.8   (mgal)                       NAVD 88
 SJ0951
 SJ0951  VERT ORDER  -  SECOND    CLASS 0
 SJ0951
 SJ0951.The horizontal coordinates were scaled from a topographic map and have
 SJ0951.an estimated accuracy of +/- 6 seconds.
 SJ0951
 SJ0951.The orthometric height was determined by differential leveling
 SJ0951.and adjusted by the National Geodetic Survey in June 1991..
 SJ0951
 SJ0951.The geoid height was determined by GEOID03.
 SJ0951
 SJ0951.The dynamic height is computed by dividing the NAVD 88
 SJ0951.geopotential number by the normal gravity value computed on the
 SJ0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0951.degrees latitude (g = 980.6199 gals.).
 SJ0951
 SJ0951.The modeled gravity was interpolated from observed gravity values.
 SJ0951
 SJ0951;                    North         East    Units  Estimated Accuracy
 SJ0951;SPC MN N     -   212,260.      842,790.      MT  (+/- 180 meters Scaled)
 SJ0951
 SJ0951                          SUPERSEDED SURVEY CONTROL
 SJ0951
 SJ0951  NGVD 29 (??/??/92)  454.244  (m)         1490.30   (f) ADJ UNCH    2 0
 SJ0951
 SJ0951.Superseded values are not recommended for survey control.
 SJ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0951.See file dsdata.txt to determine how the superseded data were derived.
 SJ0951
 SJ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN352617(NAD 83)
 SJ0951_MARKER: DD = SURVEY DISK
 SJ0951_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SJ0951_SP_SET: ABUTMENT
 SJ0951_STAMPING: 6918 AG 1973
 SJ0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0951
 SJ0951  HISTORY     - Date     Condition        Report By
 SJ0951  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0951
 SJ0951                          STATION DESCRIPTION
 SJ0951
 SJ0951'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0951'IN VIRGINIA.
 SJ0951'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND 169 (0.1 MILE WEST OF
 SJ0951'VIRGINIA) GO SOUTHERLY AND EASTERLY ON SOUTHBOUND TRUNK HIGHWAY 53 FOR
 SJ0951'1.8 MILES TO BRIDGE 69005 AND THE MARK ON THE LEFT (MILEPOST 63.9).
 SJ0951'THE MARK IS 21.2 FEET SOUTHWEST OF THE CENTERLINE OF NORTHBOUND TRUNK
 SJ0951'HIGHWAY 53 AND IS SET IN THE SOUTHEAST CORNER ABUTMENT (MOST
 SJ0951'SOUTHERLY) OF BRIDGE 69006 (NORTHBOUND TRUNK HIGHWAY 53 OVER
 SJ0951'DULUTH-MISSABE AND IRON RANGE RAILROAD AND ENTRANCE RAMP FROM 2ND
 SJ0951'AVENUE WEST TO SOUTHBOUND TRUNK HIGHWAY 53).  THE MARK IS 0.5 FOOT
 SJ0951'ABOVE THE LEVEL OF NORTHBOUND TRUNK HIGHWAY 53.  NW 1/4 SECTION 17, T
 SJ0951'58N, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0950 ***********************************************************************
 SJ0950  DESIGNATION -  6918 D
 SJ0950  PID         -  SJ0950
 SJ0950  STATE/COUNTY-  MN/ST LOUIS
 SJ0950  USGS QUAD   -  VIRGINIA (1985)
 SJ0950
 SJ0950                         *CURRENT SURVEY CONTROL
 SJ0950  ___________________________________________________________________
 SJ0950* NAD 83(1986)-  47 30 30.     (N)    092 31 55.     (W)     SCALED    
 SJ0950* NAVD 88     -       454.238  (meters)    1490.28   (feet)  ADJUSTED  
 SJ0950  ___________________________________________________________________
 SJ0950  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 SJ0950  DYNAMIC HT  -         454.284 (meters)    1490.43  (feet)  COMP
 SJ0950  MODELED GRAV-     980,698.8   (mgal)                       NAVD 88
 SJ0950
 SJ0950  VERT ORDER  -  SECOND    CLASS 0
 SJ0950
 SJ0950.The horizontal coordinates were scaled from a topographic map and have
 SJ0950.an estimated accuracy of +/- 6 seconds.
 SJ0950
 SJ0950.The orthometric height was determined by differential leveling
 SJ0950.and adjusted by the National Geodetic Survey in June 1991..
 SJ0950
 SJ0950.The geoid height was determined by GEOID03.
 SJ0950
 SJ0950.The dynamic height is computed by dividing the NAVD 88
 SJ0950.geopotential number by the normal gravity value computed on the
 SJ0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0950.degrees latitude (g = 980.6199 gals.).
 SJ0950
 SJ0950.The modeled gravity was interpolated from observed gravity values.
 SJ0950
 SJ0950;                    North         East    Units  Estimated Accuracy
 SJ0950;SPC MN N     -   212,260.      842,790.      MT  (+/- 180 meters Scaled)
 SJ0950
 SJ0950                          SUPERSEDED SURVEY CONTROL
 SJ0950
 SJ0950  NGVD 29 (??/??/92)  454.000  (m)         1489.50   (f) ADJ UNCH    2 0
 SJ0950
 SJ0950.Superseded values are not recommended for survey control.
 SJ0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0950.See file dsdata.txt to determine how the superseded data were derived.
 SJ0950
 SJ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN352617(NAD 83)
 SJ0950_MARKER: DD = SURVEY DISK
 SJ0950_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SJ0950_SP_SET: ABUTMENT
 SJ0950_STAMPING: 6918-D 1963
 SJ0950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0950
 SJ0950  HISTORY     - Date     Condition        Report By
 SJ0950  HISTORY     - 1963     MONUMENTED       MNDT
 SJ0950  HISTORY     - 1973     GOOD             MNDT
 SJ0950
 SJ0950                          STATION DESCRIPTION
 SJ0950
 SJ0950'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0950'IN VIRGINIA.
 SJ0950'FROM THE JUNCTION OF TRUNK HIGHWAYS 53 AND 169 (0.1 MILE WEST OF
 SJ0950'VIRGINIA), GO SOUTHERLY AND EASTERLY ON TRUNK HIGHWAY 53 FOR 1.8 MILES
 SJ0950'TO BRIDGE 69005 (SOUTH BOUND TRUNK HIGHWAY 53 OVER DULUTH-MISSABE AND
 SJ0950'IRON RANGE RAILROAD AND ENTRANCE RAMP FROM 2ND AVENUE WEST TO
 SJ0950'SOUTHBOUND TRUNK HIGHWAY 53) AND THE MARK ON THE RIGHT (MILEPOST 63.9)
 SJ0950'THE MARK IS 20.7 FEET SOUTHWEST OF THE CENTERLINE OF SOUTHBOUND TRUNK
 SJ0950'HIGHWAY 53 IN THE SOUTHEAST CORNER ABUTMENT (MOST EASTERLY) AND IS 0.5
 SJ0950'FOOT ABOVE THE LEVEL OF SOUTHBOUND TRUNK HIGHWAY 53. CORNER OF NW 1/4,
 SJ0950'SEC 17, T 58N, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0946 ***********************************************************************
 SJ0946  DESIGNATION -  6918 E
 SJ0946  PID         -  SJ0946
 SJ0946  STATE/COUNTY-  MN/ST LOUIS
 SJ0946  USGS QUAD   -  VIRGINIA (1985)
 SJ0946
 SJ0946                         *CURRENT SURVEY CONTROL
 SJ0946  ___________________________________________________________________
 SJ0946* NAD 83(1986)-  47 30 36.     (N)    092 32 31.     (W)     SCALED    
 SJ0946* NAVD 88     -       444.164  (meters)    1457.23   (feet)  ADJUSTED  
 SJ0946  ___________________________________________________________________
 SJ0946  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 SJ0946  DYNAMIC HT  -         444.209 (meters)    1457.38  (feet)  COMP
 SJ0946  MODELED GRAV-     980,700.1   (mgal)                       NAVD 88
 SJ0946
 SJ0946  VERT ORDER  -  SECOND    CLASS 0
 SJ0946
 SJ0946.The horizontal coordinates were scaled from a topographic map and have
 SJ0946.an estimated accuracy of +/- 6 seconds.
 SJ0946
 SJ0946.The orthometric height was determined by differential leveling
 SJ0946.and adjusted by the National Geodetic Survey in June 1991..
 SJ0946
 SJ0946.The geoid height was determined by GEOID03.
 SJ0946
 SJ0946.The dynamic height is computed by dividing the NAVD 88
 SJ0946.geopotential number by the normal gravity value computed on the
 SJ0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0946.degrees latitude (g = 980.6199 gals.).
 SJ0946
 SJ0946.The modeled gravity was interpolated from observed gravity values.
 SJ0946
 SJ0946;                    North         East    Units  Estimated Accuracy
 SJ0946;SPC MN N     -   212,440.      842,030.      MT  (+/- 180 meters Scaled)
 SJ0946
 SJ0946                          SUPERSEDED SURVEY CONTROL
 SJ0946
 SJ0946  NGVD 29 (??/??/92)  443.929  (m)         1456.46   (f) ADJ UNCH    2 0
 SJ0946
 SJ0946.Superseded values are not recommended for survey control.
 SJ0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0946.See file dsdata.txt to determine how the superseded data were derived.
 SJ0946
 SJ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN344619(NAD 83)
 SJ0946_MARKER: DD = SURVEY DISK
 SJ0946_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SJ0946_SP_SET: BRIDGE
 SJ0946_STAMPING: 6918 E 1963
 SJ0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0946
 SJ0946  HISTORY     - Date     Condition        Report By
 SJ0946  HISTORY     - 1963     MONUMENTED       MNDT
 SJ0946  HISTORY     - 1973     GOOD             MNDT
 SJ0946
 SJ0946                          STATION DESCRIPTION
 SJ0946
 SJ0946'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0946'IN VIRGINIA.
 SJ0946'FROM THE JUNCTION OF TRUNK HIGHWAYS 53 AND 169 (0.1 MILE WEST OF
 SJ0946'VIRGINIA), GO SOUTHERLY AND EASTERLY ON TRUNK HIGHWAY 53 FOR 1.4 MILES
 SJ0946'TO BRIDGE 69009 (SOUTHBOUND TRUNK HIGHWAY 53 OVER 6TH AVENUE WEST) AND
 SJ0946'THE MARK ON THE RIGHT (MILEPOST 64.4).  THE MARK IS 19.5 FEET SOUTH OF
 SJ0946'THE CENTERLINE OF SOUTHBOUND TRUNK HIGHWAY 53 AND IS SET IN THE
 SJ0946'SOUTHEAST CORNER OF THE BRIDGE.  THE MARK IS 0.5 FOOT ABOVE THE LEVEL
 SJ0946'OF SOUTHBOUND TRUNK HIGHWAY 53.  CORNER OF NW 1/4, SEC 17, T 58N, R
 SJ0946'17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0949 ***********************************************************************
 SJ0949  DESIGNATION -  6918 F
 SJ0949  PID         -  SJ0949
 SJ0949  STATE/COUNTY-  MN/ST LOUIS
 SJ0949  USGS QUAD   -  VIRGINIA (1985)
 SJ0949
 SJ0949                         *CURRENT SURVEY CONTROL
 SJ0949  ___________________________________________________________________
 SJ0949* NAD 83(1986)-  47 30 36.     (N)    092 32 13.     (W)     SCALED    
 SJ0949* NAVD 88     -       448.362  (meters)    1471.00   (feet)  ADJUSTED  
 SJ0949  ___________________________________________________________________
 SJ0949  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 SJ0949  DYNAMIC HT  -         448.407 (meters)    1471.15  (feet)  COMP
 SJ0949  MODELED GRAV-     980,699.4   (mgal)                       NAVD 88
 SJ0949
 SJ0949  VERT ORDER  -  SECOND    CLASS 0
 SJ0949
 SJ0949.The horizontal coordinates were scaled from a topographic map and have
 SJ0949.an estimated accuracy of +/- 6 seconds.
 SJ0949
 SJ0949.The orthometric height was determined by differential leveling
 SJ0949.and adjusted by the National Geodetic Survey in June 1991..
 SJ0949
 SJ0949.The geoid height was determined by GEOID03.
 SJ0949
 SJ0949.The dynamic height is computed by dividing the NAVD 88
 SJ0949.geopotential number by the normal gravity value computed on the
 SJ0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0949.degrees latitude (g = 980.6199 gals.).
 SJ0949
 SJ0949.The modeled gravity was interpolated from observed gravity values.
 SJ0949
 SJ0949;                    North         East    Units  Estimated Accuracy
 SJ0949;SPC MN N     -   212,440.      842,410.      MT  (+/- 180 meters Scaled)
 SJ0949
 SJ0949                          SUPERSEDED SURVEY CONTROL
 SJ0949
 SJ0949  NGVD 29 (??/??/92)  448.125  (m)         1470.22   (f) ADJ UNCH    2 0
 SJ0949
 SJ0949.Superseded values are not recommended for survey control.
 SJ0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0949.See file dsdata.txt to determine how the superseded data were derived.
 SJ0949
 SJ0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN348619(NAD 83)
 SJ0949_MARKER: DD = SURVEY DISK
 SJ0949_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SJ0949_SP_SET: BRIDGE
 SJ0949_STAMPING: 6918-F 1963
 SJ0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0949
 SJ0949  HISTORY     - Date     Condition        Report By
 SJ0949  HISTORY     - 1963     MONUMENTED       MNDT
 SJ0949  HISTORY     - 1973     GOOD             MNDT
 SJ0949
 SJ0949                          STATION DESCRIPTION
 SJ0949
 SJ0949'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0949'IN VIRGINIA.
 SJ0949'FROM THE JUNCTION OF TRUNK HIGHWAYS 53 AND 169 (0.1 MILE WEST OF
 SJ0949'VIRGINIA), GO SOUTHERLY AND EASTERLY ON TRUNK HIGHWAY 53 FOR 1.6 MILES
 SJ0949'TO BRIDGE 69007 (SOUTHBOUND TRUNK HIGHWAY 53 OVER DULUTH MISSABE AND
 SJ0949'IRON RANGE RAILROAD) AND THE MARK ON THE RIGHT (MILEPOST 64.15). THE
 SJ0949'MARK IS 18.8 FEET SOUTH OF THE CENTERLINE OF SOUTHBOUND TRUNK HIGHWAY
 SJ0949'53, IN THE SOUTHEAST CORNER OF BRIDGE 69007 AND IS 0.5 FOOT ABOVE THE
 SJ0949'LEVEL OF SOUTHBOUND TRUNK HIGHWAY 53.  CORNER OF NW 1/4, SECT 17, T
 SJ0949'58N, R17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0942 ***********************************************************************
 SJ0942  DESIGNATION -  6918 H
 SJ0942  PID         -  SJ0942
 SJ0942  STATE/COUNTY-  MN/ST LOUIS
 SJ0942  USGS QUAD   -  VIRGINIA (1985)
 SJ0942
 SJ0942                         *CURRENT SURVEY CONTROL
 SJ0942  ___________________________________________________________________
 SJ0942* NAD 83(1986)-  47 31 30.     (N)    092 33 13.     (W)     SCALED    
 SJ0942* NAVD 88     -       437.346  (meters)    1434.86   (feet)  ADJUSTED  
 SJ0942  ___________________________________________________________________
 SJ0942  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 SJ0942  DYNAMIC HT  -         437.391 (meters)    1435.01  (feet)  COMP
 SJ0942  MODELED GRAV-     980,702.6   (mgal)                       NAVD 88
 SJ0942
 SJ0942  VERT ORDER  -  SECOND    CLASS 0
 SJ0942
 SJ0942.The horizontal coordinates were scaled from a topographic map and have
 SJ0942.an estimated accuracy of +/- 6 seconds.
 SJ0942
 SJ0942.The orthometric height was determined by differential leveling
 SJ0942.and adjusted by the National Geodetic Survey in June 1991..
 SJ0942
 SJ0942.The geoid height was determined by GEOID03.
 SJ0942
 SJ0942.The dynamic height is computed by dividing the NAVD 88
 SJ0942.geopotential number by the normal gravity value computed on the
 SJ0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0942.degrees latitude (g = 980.6199 gals.).
 SJ0942
 SJ0942.The modeled gravity was interpolated from observed gravity values.
 SJ0942
 SJ0942;                    North         East    Units  Estimated Accuracy
 SJ0942;SPC MN N     -   214,100.      841,140.      MT  (+/- 180 meters Scaled)
 SJ0942
 SJ0942                          SUPERSEDED SURVEY CONTROL
 SJ0942
 SJ0942  NGVD 29 (??/??/92)  437.109  (m)         1434.08   (f) ADJ UNCH    2 0
 SJ0942
 SJ0942.Superseded values are not recommended for survey control.
 SJ0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0942.See file dsdata.txt to determine how the superseded data were derived.
 SJ0942
 SJ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN336636(NAD 83)
 SJ0942_MARKER: DD = SURVEY DISK
 SJ0942_SETTING: 0 = UNSPECIFIED SETTING
 SJ0942_STAMPING: 6918-H 1963
 SJ0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ0942
 SJ0942  HISTORY     - Date     Condition        Report By
 SJ0942  HISTORY     - 1963     MONUMENTED       MNDT
 SJ0942  HISTORY     - 1973     GOOD             MNDT
 SJ0942
 SJ0942                          STATION DESCRIPTION
 SJ0942
 SJ0942'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0942'IN VIRGINIA.
 SJ0942'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND 169 (MILEPOST 65.85) 0.1
 SJ0942'MILE WEST OF VIRGINIA GO EAST FOR 0.1 MILE TO 16TH AVENUE WEST. THENCE
 SJ0942'NORTH ON 16TH AVENUE WEST FOR 0.4 MILE AND MINNESOTA HIGHWAY
 SJ0942'DEPARTMENT BUILDING AND MARK ON THE LEFT.  THE MARK IS 77.5 FEET NORTH
 SJ0942'OF THE NORTHWEST CORNER OF HIGHWAY BUILDING IN NORTHWEST CORNER OF THE
 SJ0942'LAWN, 10.6 FEET SOUTH OF EDGE OF CURB, 8.3 FEET NORTHWEST OF MAPLE
 SJ0942'TREE, 0.05 MILE EAST OF TRUNK HIGHWAY 53, AND 1.8 FEET NORTH OF A
 SJ0942'STEEL WITNESS POST.  THE MARK IS 0.5 FOOT ABOVE THE LEVEL OF THE
 SJ0942'PARKING LOT.  CORNER OF NW 1/4, SEC 7, T 58N, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0939 ***********************************************************************
 SJ0939  DESIGNATION -  6919 A
 SJ0939  PID         -  SJ0939
 SJ0939  STATE/COUNTY-  MN/ST LOUIS
 SJ0939  USGS QUAD   -  VIRGINIA (1985)
 SJ0939
 SJ0939                         *CURRENT SURVEY CONTROL
 SJ0939  ___________________________________________________________________
 SJ0939* NAD 83(1986)-  47 34 42.     (N)    092 32 31.     (W)     SCALED    
 SJ0939* NAVD 88     -       486.440  (meters)    1595.93   (feet)  ADJUSTED  
 SJ0939  ___________________________________________________________________
 SJ0939  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 SJ0939  DYNAMIC HT  -         486.486 (meters)    1596.08  (feet)  COMP
 SJ0939  MODELED GRAV-     980,692.6   (mgal)                       NAVD 88
 SJ0939
 SJ0939  VERT ORDER  -  SECOND    CLASS 0
 SJ0939
 SJ0939.The horizontal coordinates were scaled from a topographic map and have
 SJ0939.an estimated accuracy of +/- 6 seconds.
 SJ0939
 SJ0939.The orthometric height was determined by differential leveling
 SJ0939.and adjusted by the National Geodetic Survey in June 1991..
 SJ0939
 SJ0939.The geoid height was determined by GEOID03.
 SJ0939
 SJ0939.The dynamic height is computed by dividing the NAVD 88
 SJ0939.geopotential number by the normal gravity value computed on the
 SJ0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0939.degrees latitude (g = 980.6199 gals.).
 SJ0939
 SJ0939.The modeled gravity was interpolated from observed gravity values.
 SJ0939
 SJ0939;                    North         East    Units  Estimated Accuracy
 SJ0939;SPC MN N     -   220,030.      841,980.      MT  (+/- 180 meters Scaled)
 SJ0939
 SJ0939                          SUPERSEDED SURVEY CONTROL
 SJ0939
 SJ0939  NGVD 29 (??/??/92)  486.182  (m)         1595.08   (f) ADJ UNCH    2 0
 SJ0939
 SJ0939.Superseded values are not recommended for survey control.
 SJ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0939.See file dsdata.txt to determine how the superseded data were derived.
 SJ0939
 SJ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN344695(NAD 83)
 SJ0939_MARKER: DB = BENCH MARK DISK
 SJ0939_SETTING: 66 = SET IN ROCK OUTCROP
 SJ0939_SP_SET: ROCK LEDGE
 SJ0939_STAMPING: 6919-A 1973
 SJ0939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SJ0939+STABILITY: POSITION/ELEVATION WELL
 SJ0939
 SJ0939  HISTORY     - Date     Condition        Report By
 SJ0939  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0939
 SJ0939                          STATION DESCRIPTION
 SJ0939
 SJ0939'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0939'2.2 MI N FROM VIRGINIA.
 SJ0939'FROM THE JUNCTION OF TRUNK HIGHWAYS 53 AND 169 (3 MILES NORTH OF
 SJ0939'VIRGINIA) GO SOUTH ON TRUNK HIGHWAY 53 FOR 1.1 MILES (MILEPOST 70.1)
 SJ0939'AND MARK ON THE LEFT.  THE MARK IS 200 FEET EAST OF NORTHBOUND TRUNK
 SJ0939'HIGHWAY 53 CENTERLINE, 1.4 FEET SOUTH OF FORESTRY SIGN LAURENTIAN
 SJ0939'DIVIDE, 175 FEET NORTHEAST OF NORTHEAST CORNER OF PARKING AREA OF
 SJ0939'ROADSIDE REST AREA.  THE MARK IS SET IN A DRILL HOLE IN A 10 FOOT BY
 SJ0939'40 FOOT EXPOSED LEDGE ROCK THAT IS 25 FEET ABOVE THE LEVEL OF TRUNK
 SJ0939'HIGHWAY 53.  SE 1/4 SECTION 19, T 59N, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0940 ***********************************************************************
 SJ0940  DESIGNATION -  6919 B
 SJ0940  PID         -  SJ0940
 SJ0940  STATE/COUNTY-  MN/ST LOUIS
 SJ0940  USGS QUAD   -  VIRGINIA (1985)
 SJ0940
 SJ0940                         *CURRENT SURVEY CONTROL
 SJ0940  ___________________________________________________________________
 SJ0940* NAD 83(1986)-  47 33 42.     (N)    092 32 43.     (W)     SCALED    
 SJ0940* NAVD 88     -       473.321  (meters)    1552.89   (feet)  ADJUSTED  
 SJ0940  ___________________________________________________________________
 SJ0940  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 SJ0940  DYNAMIC HT  -         473.367 (meters)    1553.04  (feet)  COMP
 SJ0940  MODELED GRAV-     980,695.6   (mgal)                       NAVD 88
 SJ0940
 SJ0940  VERT ORDER  -  SECOND    CLASS 0
 SJ0940
 SJ0940.The horizontal coordinates were scaled from a topographic map and have
 SJ0940.an estimated accuracy of +/- 6 seconds.
 SJ0940
 SJ0940.The orthometric height was determined by differential leveling
 SJ0940.and adjusted by the National Geodetic Survey in June 1991..
 SJ0940
 SJ0940.The geoid height was determined by GEOID03.
 SJ0940
 SJ0940.The dynamic height is computed by dividing the NAVD 88
 SJ0940.geopotential number by the normal gravity value computed on the
 SJ0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0940.degrees latitude (g = 980.6199 gals.).
 SJ0940
 SJ0940.The modeled gravity was interpolated from observed gravity values.
 SJ0940
 SJ0940;                    North         East    Units  Estimated Accuracy
 SJ0940;SPC MN N     -   218,180.      841,740.      MT  (+/- 180 meters Scaled)
 SJ0940
 SJ0940                          SUPERSEDED SURVEY CONTROL
 SJ0940
 SJ0940  NGVD 29 (??/??/92)  473.067  (m)         1552.05   (f) ADJ UNCH    2 0
 SJ0940
 SJ0940.Superseded values are not recommended for survey control.
 SJ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0940.See file dsdata.txt to determine how the superseded data were derived.
 SJ0940
 SJ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN342676(NAD 83)
 SJ0940_MARKER: DD = SURVEY DISK
 SJ0940_SETTING: 66 = SET IN ROCK OUTCROP
 SJ0940_SP_SET: ROCK LEDGE
 SJ0940_STAMPING: 6919-B
 SJ0940_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SJ0940+STABILITY: POSITION/ELEVATION WELL
 SJ0940
 SJ0940  HISTORY     - Date     Condition        Report By
 SJ0940  HISTORY     - UNK      MONUMENTED       MNDT
 SJ0940  HISTORY     - 1973     GOOD             MNDT
 SJ0940
 SJ0940                          STATION DESCRIPTION
 SJ0940
 SJ0940'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0940'1 MI N FROM VIRGINIA.
 SJ0940'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND 169 (3 MILES NORTH OF
 SJ0940'VIRGINIA) GO SOUTH ON TRUNK HIGHWAY FOR 1.8 MILES AND THE MARK ON THE
 SJ0940'LEFT.  THE MARK IS 47.5 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 SJ0940'53, 350 FEET SOUTH OF MILEPOST 69, 28.5 FEET SOUTHWEST OF ST. LOUIS
 SJ0940'COUNTY SECTION MARKER POST (759 FEET WEST OF THE NORTHEAST CORNER OF
 SJ0940'SECTION 31, TOWNSHIP 59 NORTH, RANGE 17 WEST), 50 FEET NORTH OF SOUTH
 SJ0940'END OF ROCK LEDGE, 1.5 FEET EAST OF WEST FACE OF ROCK LEDGE AND 17
 SJ0940'WEST OF STEEL WITNESS POST.  THE MARK IS SET IN A DRILL HOLE IN ROCK
 SJ0940'LEDGE AND IS 10 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 53.  NE 1/4
 SJ0940'SECTION 31, T 59, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0941 ***********************************************************************
 SJ0941  DESIGNATION -  6919 C
 SJ0941  PID         -  SJ0941
 SJ0941  STATE/COUNTY-  MN/ST LOUIS
 SJ0941  USGS QUAD   -  VIRGINIA (1985)
 SJ0941
 SJ0941                         *CURRENT SURVEY CONTROL
 SJ0941  ___________________________________________________________________
 SJ0941* NAD 83(1986)-  47 32 42.     (N)    092 33 19.     (W)     SCALED    
 SJ0941* NAVD 88     -       445.777  (meters)    1462.52   (feet)  ADJUSTED  
 SJ0941  ___________________________________________________________________
 SJ0941  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 SJ0941  DYNAMIC HT  -         445.822 (meters)    1462.67  (feet)  COMP
 SJ0941  MODELED GRAV-     980,698.9   (mgal)                       NAVD 88
 SJ0941
 SJ0941  VERT ORDER  -  SECOND    CLASS 0
 SJ0941
 SJ0941.The horizontal coordinates were scaled from a topographic map and have
 SJ0941.an estimated accuracy of +/- 6 seconds.
 SJ0941
 SJ0941.The orthometric height was determined by differential leveling
 SJ0941.and adjusted by the National Geodetic Survey in June 1991..
 SJ0941
 SJ0941.The geoid height was determined by GEOID03.
 SJ0941
 SJ0941.The dynamic height is computed by dividing the NAVD 88
 SJ0941.geopotential number by the normal gravity value computed on the
 SJ0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0941.degrees latitude (g = 980.6199 gals.).
 SJ0941
 SJ0941.The modeled gravity was interpolated from observed gravity values.
 SJ0941
 SJ0941;                    North         East    Units  Estimated Accuracy
 SJ0941;SPC MN N     -   216,320.      841,000.      MT  (+/- 180 meters Scaled)
 SJ0941
 SJ0941                          SUPERSEDED SURVEY CONTROL
 SJ0941
 SJ0941  NGVD 29 (??/??/92)  445.531  (m)         1461.71   (f) ADJ UNCH    2 0
 SJ0941
 SJ0941.Superseded values are not recommended for survey control.
 SJ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0941.See file dsdata.txt to determine how the superseded data were derived.
 SJ0941
 SJ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN334658(NAD 83)
 SJ0941_MARKER: DD = SURVEY DISK
 SJ0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SJ0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SJ0941_STAMPING: 6919 C 1973
 SJ0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ0941+STABILITY: SURFACE MOTION
 SJ0941
 SJ0941  HISTORY     - Date     Condition        Report By
 SJ0941  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0941
 SJ0941                          STATION DESCRIPTION
 SJ0941
 SJ0941'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0941'IN VIRGINIA.
 SJ0941'FROM THE JUNCTION OF TRUNK HIGHWAYS 53 AND 169 (AT THE WEST EDGE OF
 SJ0941'VIRGINIA), GO NORTHERLY ON TRUNK HIGHWAYS 53 AND 169 FOR 1.8 MILES TO
 SJ0941'AN EAST-WEST GRAVEL ROAD AND THE MARK ON THE RIGHT.  THE MARK IS 150.7
 SJ0941'FEET SOUTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 53 (NORTHBOUND), 44
 SJ0941'FEET SOUTH OF EAST-WEST GRAVEL ROAD, 55 FEET EAST OF A 8 INCH POPLAR
 SJ0941'(NORTHEAST CORNER OF WOODS), AND 1.4 FEET NORTHWEST OF A STEEL WITNESS
 SJ0941'POST.  THE MARK IS SET IN A CONCRETE POST THAT PROJECTS 6 INCHES ABOVE
 SJ0941'THE GROUND AND IS 2 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 53. NW 1/4
 SJ0941'SECTION 6, T 58N, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0896 ***********************************************************************
 SJ0896  DESIGNATION -  6920 A
 SJ0896  PID         -  SJ0896
 SJ0896  STATE/COUNTY-  MN/ST LOUIS
 SJ0896  USGS QUAD   -  COOK (1984)
 SJ0896
 SJ0896                         *CURRENT SURVEY CONTROL
 SJ0896  ___________________________________________________________________
 SJ0896* NAD 83(1986)-  47 51 02.     (N)    092 41 21.     (W)     SCALED    
 SJ0896* NAVD 88     -       399.519  (meters)    1310.76   (feet)  ADJUSTED  
 SJ0896  ___________________________________________________________________
 SJ0896  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 SJ0896  DYNAMIC HT  -         399.573 (meters)    1310.93  (feet)  COMP
 SJ0896  MODELED GRAV-     980,737.9   (mgal)                       NAVD 88
 SJ0896
 SJ0896  VERT ORDER  -  FIRST     CLASS II
 SJ0896
 SJ0896.The horizontal coordinates were scaled from a topographic map and have
 SJ0896.an estimated accuracy of +/- 6 seconds.
 SJ0896
 SJ0896.The orthometric height was determined by differential leveling
 SJ0896.and adjusted by the National Geodetic Survey in June 1991..
 SJ0896
 SJ0896.The geoid height was determined by GEOID03.
 SJ0896
 SJ0896.The dynamic height is computed by dividing the NAVD 88
 SJ0896.geopotential number by the normal gravity value computed on the
 SJ0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0896.degrees latitude (g = 980.6199 gals.).
 SJ0896
 SJ0896.The modeled gravity was interpolated from observed gravity values.
 SJ0896
 SJ0896;                    North         East    Units  Estimated Accuracy
 SJ0896;SPC MN N     -   250,230.      830,740.      MT  (+/- 180 meters Scaled)
 SJ0896
 SJ0896                          SUPERSEDED SURVEY CONTROL
 SJ0896
 SJ0896  NGVD 29 (??/??/92)  399.252  (m)         1309.88   (f) ADJ UNCH    1 2
 SJ0896
 SJ0896.Superseded values are not recommended for survey control.
 SJ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0896.See file dsdata.txt to determine how the superseded data were derived.
 SJ0896
 SJ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN232997(NAD 83)
 SJ0896_MARKER: DD = SURVEY DISK
 SJ0896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SJ0896_SP_SET: BUILDING
 SJ0896_STAMPING: 6920-A 1973
 SJ0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0896
 SJ0896  HISTORY     - Date     Condition        Report By
 SJ0896  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0896  HISTORY     - 1979     GOOD             NGS
 SJ0896  HISTORY     - 20010331 GOOD             NGS
 SJ0896
 SJ0896                          STATION DESCRIPTION
 SJ0896
 SJ0896'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0896'IN COOK.
 SJ0896'FROM THE JUNCTION OF TRUNK HIGHWAY 53, TRUNK HIGHWAY 1 AND COUNTY ROAD
 SJ0896'25 AT THE WEST EDGE OF COOK GO SOUTHWEST ON TRUNK HIGHWAY 53 FOR 4.5
 SJ0896'MILES TO JUNCTION OF COUNTY ROAD 24 (MILEPOST 92.45) AND MARK ON THE
 SJ0896'LEFT.  THE MARK IS SET IN A DRILL HOLE IN THE SOUTH CORNER OF THE
 SJ0896'SOUTHEAST LEG OF THE COOK WATER TANK, 100 FEET WEST OF THE CENTERLINE
 SJ0896'OF COUNTY ROAD 24, 350 FEET NORTHEAST OF TRUNK HIGHWAY 53, 76 FEET
 SJ0896'EAST OF THE CENTERLINE OF AN ALLEY AND 19 FEET NORTHWEST OF THE
 SJ0896'NORTHWEST CORNER OF CONCRETE BLOCK BUILDING (CITY WATER DEPARTMENT).
 SJ0896'THE MARK IS ABOUT LEVEL WITH THE GROUND.  SW 1/4 SECTION 18, T 62N, R
 SJ0896'18W.
 SJ0896
 SJ0896                          STATION RECOVERY (1979)
 SJ0896
 SJ0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SJ0896'RECOVERED IN GOOD CONDITION.
 SJ0896
 SJ0896                          STATION RECOVERY (2001)
 SJ0896
 SJ0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 SJ0896'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0899 ***********************************************************************
 SJ0899  DESIGNATION -  6920 B
 SJ0899  PID         -  SJ0899
 SJ0899  STATE/COUNTY-  MN/ST LOUIS
 SJ0899  USGS QUAD   -  COOK (1984)
 SJ0899
 SJ0899                         *CURRENT SURVEY CONTROL
 SJ0899  ___________________________________________________________________
 SJ0899* NAD 83(1986)-  47 49 42.     (N)    092 40 24.     (W)     SCALED    
 SJ0899* NAVD 88     -       403.964  (meters)    1325.34   (feet)  ADJUSTED  
 SJ0899  ___________________________________________________________________
 SJ0899  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 SJ0899  DYNAMIC HT  -         404.017 (meters)    1325.51  (feet)  COMP
 SJ0899  MODELED GRAV-     980,731.9   (mgal)                       NAVD 88
 SJ0899
 SJ0899  VERT ORDER  -  FIRST     CLASS II
 SJ0899
 SJ0899.The horizontal coordinates were scaled from a topographic map and have
 SJ0899.an estimated accuracy of +/- 6 seconds.
 SJ0899
 SJ0899.The orthometric height was determined by differential leveling
 SJ0899.and adjusted by the National Geodetic Survey in June 1991..
 SJ0899
 SJ0899.The geoid height was determined by GEOID03.
 SJ0899
 SJ0899.The dynamic height is computed by dividing the NAVD 88
 SJ0899.geopotential number by the normal gravity value computed on the
 SJ0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0899.degrees latitude (g = 980.6199 gals.).
 SJ0899
 SJ0899.The modeled gravity was interpolated from observed gravity values.
 SJ0899
 SJ0899;                    North         East    Units  Estimated Accuracy
 SJ0899;SPC MN N     -   247,760.      831,940.      MT  (+/- 180 meters Scaled)
 SJ0899
 SJ0899                          SUPERSEDED SURVEY CONTROL
 SJ0899
 SJ0899  NGVD 29 (??/??/92)  403.694  (m)         1324.45   (f) ADJ UNCH    1 2
 SJ0899
 SJ0899.Superseded values are not recommended for survey control.
 SJ0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0899.See file dsdata.txt to determine how the superseded data were derived.
 SJ0899
 SJ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN244972(NAD 83)
 SJ0899_MARKER: DD = SURVEY DISK
 SJ0899_SETTING: 80 = SET IN A BOULDER
 SJ0899_SP_SET: BOULDER
 SJ0899_STAMPING: 6920 B 1973
 SJ0899_MARK LOGO: MNDT  
 SJ0899_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ0899+STABILITY: SURFACE MOTION
 SJ0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ0899+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1999
 SJ0899
 SJ0899  HISTORY     - Date     Condition        Report By
 SJ0899  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0899  HISTORY     - 1978     GOOD             NGS
 SJ0899  HISTORY     - 19990303 GOOD             MNDT
 SJ0899
 SJ0899                          STATION DESCRIPTION
 SJ0899
 SJ0899'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0899'1.7 MI SSW FROM COOK.
 SJ0899'FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 53 AT THE WEST
 SJ0899'EDGE OF COOK, GO SOUTHWEST AND SOUTH ON TRUNK HIGHWAY 53 FOR 2.2 MILES
 SJ0899'AND THE MARK ON THE LEFT (MILEPOST 90.7).  THE MARK IS 181 FEET EAST
 SJ0899'OF THE CENTERLINE OF TRUNK HIGHWAY 53.  103.5 FEET SOUTHEAST OF POWER
 SJ0899'POLE, 275 FEET NORTH OF PRIVATE DRIVE EAST, 83 FEET NORTHEAST OF STEEL
 SJ0899'SIGN MUTUAL SERVICE, AND 4 FEET SOUTHWEST OF A STEEL WITNESS POST. THE
 SJ0899'MARK IS SET IN A DRILL HOLE IN A 3 FOOT BY A 4 FOOT LARGE BOULDER ON
 SJ0899'SMALL HILLTOP.  NW 1/4 SECTION 29, T 62N, R 18W.
 SJ0899
 SJ0899                          STATION RECOVERY (1978)
 SJ0899
 SJ0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SJ0899'2.5 MILES SOUTH ALONG U.S. HIGHWAY 53 FROM THE BRIDGE OVER THE
 SJ0899'LITTLE FORK RIVER IN COOK, AT A PRIVATE DRIVE LEADING EAST,
 SJ0899'AT THE TOP OF A HILL, IN A 3-FT. BY 4-FT. EXPOSED PORTION OF A
 SJ0899'BOULDER, 275 FT. NORTH OF THE CENTER THE DRIVE, 181 FT. EAST OF THE
 SJ0899'CENTERLINE OF THE HIGHWAY, 104 FT. SOUTHEAST OF A POWERLINE POLE.
 SJ0899'THE MARK IS 4 FT  SW FROM A WITNESS POST.
 SJ0899
 SJ0899                          STATION RECOVERY (1999)
 SJ0899
 SJ0899'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 SJ0899'THE MARK WAS RECOVERED 1.65 MI (2.66 KM) SOUTH ON TH 53 FROM JCT CO RD
 SJ0899'24 (2ND ST) , 181 FT (55.2 M) EAST OF TH 53 AT MP 90.7, 103.5 FT (31.5
 SJ0899'M) SE OF P-POLE, 275 FT (83.8 M) NORTH OF DRIVE EAST, 4.0 FT (1.2 M)
 SJ0899'SW OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0909 ***********************************************************************
 SJ0909  DESIGNATION -  6920 D
 SJ0909  PID         -  SJ0909
 SJ0909  STATE/COUNTY-  MN/ST LOUIS
 SJ0909  USGS QUAD   -  COOK (1984)
 SJ0909
 SJ0909                         *CURRENT SURVEY CONTROL
 SJ0909  ___________________________________________________________________
 SJ0909* NAD 83(1986)-  47 45 42.     (N)    092 39 24.     (W)     SCALED    
 SJ0909* NAVD 88     -       426.099  (meters)    1397.96   (feet)  ADJUSTED  
 SJ0909  ___________________________________________________________________
 SJ0909  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 SJ0909  DYNAMIC HT  -         426.149 (meters)    1398.12  (feet)  COMP
 SJ0909  MODELED GRAV-     980,715.3   (mgal)                       NAVD 88
 SJ0909
 SJ0909  VERT ORDER  -  SECOND    CLASS 0
 SJ0909
 SJ0909.The horizontal coordinates were scaled from a topographic map and have
 SJ0909.an estimated accuracy of +/- 6 seconds.
 SJ0909
 SJ0909.The orthometric height was determined by differential leveling
 SJ0909.and adjusted by the National Geodetic Survey in June 1991..
 SJ0909
 SJ0909.The geoid height was determined by GEOID03.
 SJ0909
 SJ0909.The dynamic height is computed by dividing the NAVD 88
 SJ0909.geopotential number by the normal gravity value computed on the
 SJ0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0909.degrees latitude (g = 980.6199 gals.).
 SJ0909
 SJ0909.The modeled gravity was interpolated from observed gravity values.
 SJ0909
 SJ0909;                    North         East    Units  Estimated Accuracy
 SJ0909;SPC MN N     -   240,360.      833,230.      MT  (+/- 180 meters Scaled)
 SJ0909
 SJ0909                          SUPERSEDED SURVEY CONTROL
 SJ0909
 SJ0909  NGVD 29 (??/??/92)  425.835  (m)         1397.09   (f) ADJ UNCH    2 0
 SJ0909
 SJ0909.Superseded values are not recommended for survey control.
 SJ0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0909.See file dsdata.txt to determine how the superseded data were derived.
 SJ0909
 SJ0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN257898(NAD 83)
 SJ0909_MARKER: DB = BENCH MARK DISK
 SJ0909_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 SJ0909_SP_SET: ROCK LEDGE
 SJ0909_STAMPING: 6920-D 1973
 SJ0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0909
 SJ0909  HISTORY     - Date     Condition        Report By
 SJ0909  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0909  HISTORY     - 19990302 SEE DESCRIPTION  MNDT
 SJ0909
 SJ0909                          STATION DESCRIPTION
 SJ0909
 SJ0909'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0909'6.3 MI SSE FROM COOK.
 SJ0909'FROM JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 1 AT THE WEST EDGE
 SJ0909'OF COOK, GO SOUTHERLY ON TRUNK HIGHWAY 53 FOR 5.7 MILES TO THE
 SJ0909'JUNCTION OF COUNTY ROAD 22 AT SHERMANS CORNER.  THENCE CONTINUE
 SJ0909'SOUTHERLY ALONG TRUNK HIGHWAY 53 FOR 1.25 MILES (MILEPOST 85.85) AND
 SJ0909'MARK ON THE RIGHT (0.15 MILES NORTH OF COUNTY ROAD 113 WEST).  THE
 SJ0909'MARK IS 164 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 53, 6 FEET
 SJ0909'EAST OF THE WEST END OF A 20 FOOT LONG LEDGE OF ROCK, 12.4 FEET
 SJ0909'EAST-SOUTHEAST OF 10 INCH SPRUCE AND 116 FEET WEST OF A STEEL WITNESS
 SJ0909'POST.  THE MARK IS SET IN A DRILL HOLE IN LEDGE ROCK.  SE 1/4 SECTION
 SJ0909'17, T 61N, R 18W.
 SJ0909
 SJ0909                          STATION RECOVERY (1999)
 SJ0909
 SJ0909'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 SJ0909'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0912 ***********************************************************************
 SJ0912  DESIGNATION -  6920 E
 SJ0912  PID         -  SJ0912
 SJ0912  STATE/COUNTY-  MN/ST LOUIS
 SJ0912  USGS QUAD   -  COOK (1984)
 SJ0912
 SJ0912                         *CURRENT SURVEY CONTROL
 SJ0912  ___________________________________________________________________
 SJ0912* NAD 83(1986)-  47 45 25.     (N)    092 39 15.     (W)     SCALED    
 SJ0912* NAVD 88     -       426.189  (meters)    1398.26   (feet)  ADJUSTED  
 SJ0912  ___________________________________________________________________
 SJ0912  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 SJ0912  DYNAMIC HT  -         426.238 (meters)    1398.42  (feet)  COMP
 SJ0912  MODELED GRAV-     980,714.1   (mgal)                       NAVD 88
 SJ0912
 SJ0912  VERT ORDER  -  FIRST     CLASS II
 SJ0912
 SJ0912.The horizontal coordinates were scaled from a topographic map and have
 SJ0912.an estimated accuracy of +/- 6 seconds.
 SJ0912
 SJ0912.The orthometric height was determined by differential leveling
 SJ0912.and adjusted by the National Geodetic Survey in June 1991..
 SJ0912
 SJ0912.The geoid height was determined by GEOID03.
 SJ0912
 SJ0912.The dynamic height is computed by dividing the NAVD 88
 SJ0912.geopotential number by the normal gravity value computed on the
 SJ0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0912.degrees latitude (g = 980.6199 gals.).
 SJ0912
 SJ0912.The modeled gravity was interpolated from observed gravity values.
 SJ0912
 SJ0912;                    North         East    Units  Estimated Accuracy
 SJ0912;SPC MN N     -   239,840.      833,420.      MT  (+/- 180 meters Scaled)
 SJ0912
 SJ0912                          SUPERSEDED SURVEY CONTROL
 SJ0912
 SJ0912  NGVD 29 (??/??/92)  425.925  (m)         1397.39   (f) ADJ UNCH    1 2
 SJ0912
 SJ0912.Superseded values are not recommended for survey control.
 SJ0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0912.See file dsdata.txt to determine how the superseded data were derived.
 SJ0912
 SJ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN259893(NAD 83)
 SJ0912_MARKER: DB = BENCH MARK DISK
 SJ0912_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 SJ0912_SP_SET: ROCK LEDGE
 SJ0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0912
 SJ0912  HISTORY     - Date     Condition        Report By
 SJ0912  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0912  HISTORY     - 1973     GOOD             MNDT
 SJ0912  HISTORY     - 1979     GOOD             NGS
 SJ0912  HISTORY     - 19990302 SEE DESCRIPTION  MNDT
 SJ0912
 SJ0912                          STATION DESCRIPTION
 SJ0912
 SJ0912'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0912'6.6 MI SSW FROM COOK.
 SJ0912'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 1, AT THE WEST
 SJ0912'EDGE OF COOK, GO SOUTHERLY ON TRUNK HIGHWAY 53 FOR 5.7 MILES TO
 SJ0912'JUNCTION OF COUNTY ROAD 22 AT SHERMANS CORNER.  THENCE CONTINUE
 SJ0912'SOUTHERLY ON TRUNK HIGHWAY 53 FOR 1.5 MILES AND MARK ON THE RIGHT
 SJ0912'(MILEPOST 85.6 FEET).  THE MARK IS 201 FEET WEST OF THE CENTERLINE OF
 SJ0912'TRUNK HIGHWAY 53, 5 FEET NORTHWEST OF THE SOUTHEAST FACE OF ROCK LEDGE
 SJ0912'AND 137 FEET WEST OF A STEEL WITNESS POST.  THE MARK IS SET IN A DRILL
 SJ0912'HOLE IN LEDGEROCK THAT IS ABOUT LEVEL WITH TRUNK HIGHWAY 53. NE 1/4
 SJ0912'SECTION 20, T 61N, R 18W.
 SJ0912
 SJ0912                          STATION RECOVERY (1979)
 SJ0912
 SJ0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SJ0912'7.4 MILES SOUTH ALONG U.S. HIGHWAY 53 FROM THE BRIDGE OVER THE
 SJ0912'LITTLE FORK RIVER IN COOK, 0.1 MILE SOUTH OF THE T-JUNCTION OF
 SJ0912'COUNTY ROAD 492, IN THE TOP OF A MASSIVE OUTCROP, 197 FT. WEST OF
 SJ0912'THE CENTERLINE OF THE HIGHWAY, 108 FT. WEST OF AN MNDT WITNESS POST,
 SJ0912'11 FT. NORTHWEST OF THE SOUTH EDGE OF THE OUTCROP.
 SJ0912'THE MARK IS 2 FT  S FROM A WITNESS POST.
 SJ0912'THE MARK IS 4 FT ABOVE THE HIGHWAY.
 SJ0912
 SJ0912                          STATION RECOVERY (1999)
 SJ0912
 SJ0912'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 SJ0912'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0913 ***********************************************************************
 SJ0913  DESIGNATION -  6920 F
 SJ0913  PID         -  SJ0913
 SJ0913  STATE/COUNTY-  MN/ST LOUIS
 SJ0913  USGS QUAD   -  IDINGTON (1984)
 SJ0913
 SJ0913                         *CURRENT SURVEY CONTROL
 SJ0913  ___________________________________________________________________
 SJ0913* NAD 83(1986)-  47 44 54.     (N)    092 38 48.     (W)     SCALED    
 SJ0913* NAVD 88     -       429.477  (meters)    1409.04   (feet)  ADJUSTED  
 SJ0913  ___________________________________________________________________
 SJ0913  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 SJ0913  DYNAMIC HT  -         429.525 (meters)    1409.20  (feet)  COMP
 SJ0913  MODELED GRAV-     980,711.9   (mgal)                       NAVD 88
 SJ0913
 SJ0913  VERT ORDER  -  SECOND    CLASS 0
 SJ0913
 SJ0913.The horizontal coordinates were scaled from a topographic map and have
 SJ0913.an estimated accuracy of +/- 6 seconds.
 SJ0913
 SJ0913.The orthometric height was determined by differential leveling
 SJ0913.and adjusted by the National Geodetic Survey in June 1991..
 SJ0913
 SJ0913.The geoid height was determined by GEOID03.
 SJ0913
 SJ0913.The dynamic height is computed by dividing the NAVD 88
 SJ0913.geopotential number by the normal gravity value computed on the
 SJ0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0913.degrees latitude (g = 980.6199 gals.).
 SJ0913
 SJ0913.The modeled gravity was interpolated from observed gravity values.
 SJ0913
 SJ0913;                    North         East    Units  Estimated Accuracy
 SJ0913;SPC MN N     -   238,880.      833,990.      MT  (+/- 180 meters Scaled)
 SJ0913
 SJ0913                          SUPERSEDED SURVEY CONTROL
 SJ0913
 SJ0913  NGVD 29 (??/??/92)  429.211  (m)         1408.17   (f) ADJ UNCH    2 0
 SJ0913
 SJ0913.Superseded values are not recommended for survey control.
 SJ0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0913.See file dsdata.txt to determine how the superseded data were derived.
 SJ0913
 SJ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN264883(NAD 83)
 SJ0913_MARKER: DB = BENCH MARK DISK
 SJ0913_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 SJ0913_SP_SET: ROCK LEDGE
 SJ0913_STAMPING: 6920-F 1973
 SJ0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0913
 SJ0913  HISTORY     - Date     Condition        Report By
 SJ0913  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0913  HISTORY     - 1978     GOOD             NGS
 SJ0913  HISTORY     - 19990302 SEE DESCRIPTION  MNDT
 SJ0913
 SJ0913                          STATION DESCRIPTION
 SJ0913
 SJ0913'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0913'7.3 MI SSW FROM COOK.
 SJ0913'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 1 AT THE WEST
 SJ0913'EDGE OF COOK, GO SOUTHERLY ON TRUNK HIGHWAY 53 FOR 5.7 MILES TO THE
 SJ0913'JUNCTION OF COUNTY ROAD 22 AT SHERMANS CORNER.  THENCE CONTINUE
 SJ0913'SOUTHERLY FOR 1.7 MILES AND MARK ON THE LEFT.  THE MARK IS 95.5 FEET
 SJ0913'EAST OF THE CENTERLINE OF TRUNK HIGHWAY 53, 112 FEET NORTHEAST
 SJ0913'MILEPOST 85 AND 55 FEET EAST OF A STEEL WITNESS POST.  THE MARK IS SET
 SJ0913'AT THE EAST END OF A 10 FOOT BY 50 ROCK LEDGE AND IS 8 FEET ABOVE THE
 SJ0913'LEVEL OF TRUNK HIGHWAY 53.  SW 1/4 SECTION 21, T 61N, R 18W.
 SJ0913
 SJ0913                          STATION RECOVERY (1978)
 SJ0913
 SJ0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SJ0913'8.0 MILES SOUTH ALONG U.S. HIGHWAY 53 FROM THE BRIDGE OVER THE
 SJ0913'LITTLE FORK RIVER IN COOK, AT MILEPOST 85, IN THE TOP OF THE EAST
 SJ0913'EDGE OF A MASSIVE OUTCROP, 95.5 FT. EAST OF THE CENTERLINE OF THE
 SJ0913'HIGHWAY, 112 FT. NORTHEAST OF THE MILEPOST.  NOTE-THIS MARK WAS NOT
 SJ0913'LEVELED TO IN 1979 DUE TO ROAD CONSTRUCTION IN THE AREA.
 SJ0913'THE MARK IS 55 FT  E FROM A WITNESS POST.
 SJ0913'THE MARK IS 10 FT ABOVE THE HIGHWAY.
 SJ0913
 SJ0913                          STATION RECOVERY (1999)
 SJ0913
 SJ0913'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 SJ0913'NOT FOUND, NO WIT POST, POOR TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0914 ***********************************************************************
 SJ0914  DESIGNATION -  6920 F 1
 SJ0914  PID         -  SJ0914
 SJ0914  STATE/COUNTY-  MN/ST LOUIS
 SJ0914  USGS QUAD   -  IDINGTON (1984)
 SJ0914
 SJ0914                         *CURRENT SURVEY CONTROL
 SJ0914  ___________________________________________________________________
 SJ0914* NAD 83(1996)-  47 44 39.89525(N)    092 38 27.87177(W)     ADJUSTED  
 SJ0914* NAVD 88     -       432.149  (meters)    1417.81   (feet)  ADJUSTED  
 SJ0914  ___________________________________________________________________
 SJ0914  X           -    -198,005.013 (meters)                     COMP
 SJ0914  Y           -  -4,292,499.510 (meters)                     COMP
 SJ0914  Z           -   4,698,111.128 (meters)                     COMP
 SJ0914  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 SJ0914  ELLIP HEIGHT-         401.44  (meters)          (08/20/02) GPS OBS
 SJ0914  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 SJ0914  DYNAMIC HT  -         432.197 (meters)    1417.97  (feet)  COMP
 SJ0914  MODELED GRAV-     980,711.0   (mgal)                       NAVD 88
 SJ0914
 SJ0914  HORZ ORDER  -  FIRST
 SJ0914  VERT ORDER  -  FIRST     CLASS II
 SJ0914  ELLP ORDER  -  FOURTH    CLASS I
 SJ0914
 SJ0914.The horizontal coordinates were established by GPS observations
 SJ0914.and adjusted by the MN DEPT OF TRANSP in August 2002..
 SJ0914
 SJ0914.The orthometric height was determined by differential leveling
 SJ0914.and adjusted by the National Geodetic Survey in June 1991..
 SJ0914
 SJ0914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SJ0914
 SJ0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 SJ0914
 SJ0914.The ellipsoidal height was determined by GPS observations
 SJ0914.and is referenced to NAD 83.
 SJ0914
 SJ0914.The geoid height was determined by GEOID03.
 SJ0914
 SJ0914.The dynamic height is computed by dividing the NAVD 88
 SJ0914.geopotential number by the normal gravity value computed on the
 SJ0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0914.degrees latitude (g = 980.6199 gals.).
 SJ0914
 SJ0914.The modeled gravity was interpolated from observed gravity values.
 SJ0914
 SJ0914;                    North         East     Units Scale Factor Converg.
 SJ0914;SPC MN N     -   238,447.683   834,412.715   MT  0.99990407   +0 20 24.6
 SJ0914;UTM  15      - 5,287,956.064   526,906.115   MT  0.99960890   +0 15 56.4
 SJ0914
 SJ0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SJ0914!SPC MN N     -   0.99993708  x   0.99990407  =   0.99984116
 SJ0914!UTM  15      -   0.99993708  x   0.99960890  =   0.99954601
 SJ0914
 SJ0914                          SUPERSEDED SURVEY CONTROL
 SJ0914
 SJ0914  NAVD 88 (08/20/02)  432.15   (m)         1417.8    (f) LEVELING    3  
 SJ0914  NGVD 29 (??/??/92)  431.883  (m)         1416.94   (f) ADJ UNCH    1 2
 SJ0914
 SJ0914.Superseded values are not recommended for survey control.
 SJ0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0914.See file dsdata.txt to determine how the superseded data were derived.
 SJ0914
 SJ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN2690687956(NAD 83)
 SJ0914_MARKER: DV = VERTICAL CONTROL DISK
 SJ0914_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 SJ0914_SP_SET: ROCK LEDGE
 SJ0914_STAMPING: 6920 F 1 1973
 SJ0914_MARK LOGO: MNDT  
 SJ0914_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SJ0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SJ0914+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1999
 SJ0914
 SJ0914  HISTORY     - Date     Condition        Report By
 SJ0914  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0914  HISTORY     - 1978     GOOD             NGS
 SJ0914  HISTORY     - 19990301 GOOD             MNDT
 SJ0914
 SJ0914                          STATION DESCRIPTION
 SJ0914
 SJ0914'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0914'7.6 MI SSE FROM COOK.
 SJ0914'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 1 AT THE WEST
 SJ0914'EDGE OF COOK, GO SOUTHERLY ON TRUNK HIGHWAY 53 FOR 5.7 MILES TO THE
 SJ0914'JUNCTION OF COUNTY ROAD 22 AT SHERMANS CORNER.  THENCE CONTINUE
 SJ0914'SOUTHERLY ON TRUNK HIGHWAY 53 FOR 1.9 MILES TO THE JUNCTION OF COUNTY
 SJ0914'ROAD 82 (MILEPOST 84.65).  THENCE EAST ON COUNTY ROAD 82 FOR 0.3 MILE
 SJ0914'TO CREST OF A HILL AND MARK ON THE LEFT.  THE MARK 54 FEET NORTH OF
 SJ0914'THE CENTER OF COUNTY ROAD 82, 4 FEET WEST OF WEST FACE OF A 5 FOOT BY
 SJ0914'5 FOOT BY 5 FOOT BOULDER WITH BM SIGN CEMENTED TO IT, 101 FEET
 SJ0914'WEST-NORTHWEST OF A POWER POLE AND 0.15 MILE WEST OF DRIVEWAYS NORTH
 SJ0914'AND SOUTH.  THE MARK IS SET IN A DRILL HOLE IN A 35 FOOT BY 3500 FOOT
 SJ0914'GRANITE LEDGE.  SE 1/4 SECTION 21, T 61N, R 18W.
 SJ0914
 SJ0914                          STATION RECOVERY (1978)
 SJ0914
 SJ0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SJ0914'8.0 MILES SOUTH ALONG U.S. HIGHWAY 53 FROM THE BRIDGE OVER THE
 SJ0914'LITTLE FORK RIVER IN COOK, THENCE 0.3 MILE EAST ALONG COUNTY ROAD
 SJ0914'467, AT THE TOP OF A HILL, IN THE NORTH RIGHT-OF-WAY, 0.15 MILE WEST
 SJ0914'OF DRIVES LEADING NORTH AND SOUTH, IN THE TOP OF A MASSIVE OUTCROP,
 SJ0914'54 FT. NORTH OF THE CENTERLINE OF THE ROAD, 101 FT. WEST-NORTHWEST
 SJ0914'OF A POWERLINE POLE.
 SJ0914'THE MARK IS 4 FT  W FROM A WITNESS POST.
 SJ0914'THE MARK IS 5 FT ABOVE COUNTY ROAD 467.
 SJ0914
 SJ0914                          STATION RECOVERY (1999)
 SJ0914
 SJ0914'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 SJ0914'THE MARK WAS RECOVERED 7.75 MI (12.47 KM) SOUTH ON TH 53 FROM JCT OF
 SJ0914'CO RD 24 IN COOK TO TH 53 MP 84.65 THEN 0.3 MI (0.5 KM) EAST ON CO RD
 SJ0914'467 (HEINO RD) , AT CREST OF HILL, 54 FT (16.5 M) NORTH OF CO RD 467,
 SJ0914'4 FT (1.2 M) WEST OF BOULDER, 106.7 FT (32.5 M) WNW OF P -POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0915 ***********************************************************************
 SJ0915  DESIGNATION -  6920 F 2
 SJ0915  PID         -  SJ0915
 SJ0915  STATE/COUNTY-  MN/ST LOUIS
 SJ0915  USGS QUAD   -  IDINGTON (1984)
 SJ0915
 SJ0915                         *CURRENT SURVEY CONTROL
 SJ0915  ___________________________________________________________________
 SJ0915* NAD 83(1986)-  47 44 30.     (N)    092 37 49.     (W)     SCALED    
 SJ0915* NAVD 88     -       452.315  (meters)    1483.97   (feet)  ADJUSTED  
 SJ0915  ___________________________________________________________________
 SJ0915  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 SJ0915  DYNAMIC HT  -         452.365 (meters)    1484.13  (feet)  COMP
 SJ0915  MODELED GRAV-     980,710.1   (mgal)                       NAVD 88
 SJ0915
 SJ0915  VERT ORDER  -  SECOND    CLASS 0
 SJ0915
 SJ0915.The horizontal coordinates were scaled from a topographic map and have
 SJ0915.an estimated accuracy of +/- 6 seconds.
 SJ0915
 SJ0915.The orthometric height was determined by differential leveling
 SJ0915.and adjusted by the National Geodetic Survey in June 1991..
 SJ0915
 SJ0915.The geoid height was determined by GEOID03.
 SJ0915
 SJ0915.The dynamic height is computed by dividing the NAVD 88
 SJ0915.geopotential number by the normal gravity value computed on the
 SJ0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0915.degrees latitude (g = 980.6199 gals.).
 SJ0915
 SJ0915.The modeled gravity was interpolated from observed gravity values.
 SJ0915
 SJ0915;                    North         East    Units  Estimated Accuracy
 SJ0915;SPC MN N     -   238,150.      835,220.      MT  (+/- 180 meters Scaled)
 SJ0915
 SJ0915                          SUPERSEDED SURVEY CONTROL
 SJ0915
 SJ0915  NGVD 29 (??/??/92)  452.048  (m)         1483.09   (f) ADJ UNCH    2 0
 SJ0915
 SJ0915.Superseded values are not recommended for survey control.
 SJ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0915.See file dsdata.txt to determine how the superseded data were derived.
 SJ0915
 SJ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN277876(NAD 83)
 SJ0915_MARKER: DD = SURVEY DISK
 SJ0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SJ0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SJ0915_STAMPING: 6920 F2 1973
 SJ0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ0915+STABILITY: SURFACE MOTION
 SJ0915
 SJ0915  HISTORY     - Date     Condition        Report By
 SJ0915  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0915  HISTORY     - 19920730 GOOD             USPSQD
 SJ0915
 SJ0915                          STATION DESCRIPTION
 SJ0915
 SJ0915'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0915'7.8 MI SSW FROM COOK.
 SJ0915'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 1 AT THE WEST
 SJ0915'EDGE OF COOK, GO SOUTHERLY ON TRUNK HIGHWAY 53 FOR 5.7 MILES TO
 SJ0915'JUNCTION OF COUNTY ROAD 22 AT SHERMANS CORNER.  THENCE CONTINUE
 SJ0915'SOUTHERLY ON TRUNK HIGHWAY 53 FOR 1.9 MILES TO THE JUNCTION OF COUNTY
 SJ0915'ROAD 82 (MILEPOST 84.65).  THENCE EAST ON COUNTY ROAD 82 FOR 0.6 MILE
 SJ0915'TO Y JUNCTION.  THENCE SOUTHEAST ON COUNTY ROAD 82 FOR 0.2 MILE (0.2
 SJ0915'MILE EAST OF DULUTH-WINNIPEG AND PACIFIC RAILROAD CROSSING).  THE MARK
 SJ0915'IS 19 FEET NORTH OF THE CENTER OF COUNTY ROAD 82, 40 FEET NORTHWEST OF
 SJ0915'FIELD ROAD SOUTH, AND 6.8 FEET SOUTH OF A STEEL WITNESS POST. NW 1/4
 SJ0915'SECTION 27, T61, R 18W.
 SJ0915
 SJ0915                          STATION RECOVERY (1992)
 SJ0915
 SJ0915'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 SJ0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0917 ***********************************************************************
 SJ0917  DESIGNATION -  6920 G
 SJ0917  PID         -  SJ0917
 SJ0917  STATE/COUNTY-  MN/ST LOUIS
 SJ0917  USGS QUAD   -  IDINGTON (1984)
 SJ0917
 SJ0917                         *CURRENT SURVEY CONTROL
 SJ0917  ___________________________________________________________________
 SJ0917* NAD 83(1986)-  47 43 33.     (N)    092 39 08.     (W)     SCALED    
 SJ0917* NAVD 88     -       418.539  (meters)    1373.16   (feet)  ADJUSTED  
 SJ0917  ___________________________________________________________________
 SJ0917  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 SJ0917  DYNAMIC HT  -         418.584 (meters)    1373.30  (feet)  COMP
 SJ0917  MODELED GRAV-     980,706.6   (mgal)                       NAVD 88
 SJ0917
 SJ0917  VERT ORDER  -  FIRST     CLASS II
 SJ0917
 SJ0917.The horizontal coordinates were scaled from a topographic map and have
 SJ0917.an estimated accuracy of +/- 6 seconds.
 SJ0917
 SJ0917.The orthometric height was determined by differential leveling
 SJ0917.and adjusted by the National Geodetic Survey in June 1991..
 SJ0917
 SJ0917.The geoid height was determined by GEOID03.
 SJ0917
 SJ0917.The dynamic height is computed by dividing the NAVD 88
 SJ0917.geopotential number by the normal gravity value computed on the
 SJ0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0917.degrees latitude (g = 980.6199 gals.).
 SJ0917
 SJ0917.The modeled gravity was interpolated from observed gravity values.
 SJ0917
 SJ0917;                    North         East    Units  Estimated Accuracy
 SJ0917;SPC MN N     -   236,380.      833,590.      MT  (+/- 180 meters Scaled)
 SJ0917
 SJ0917                          SUPERSEDED SURVEY CONTROL
 SJ0917
 SJ0917  NGVD 29 (??/??/92)  418.274  (m)         1372.29   (f) ADJ UNCH    1 2
 SJ0917
 SJ0917.Superseded values are not recommended for survey control.
 SJ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0917.See file dsdata.txt to determine how the superseded data were derived.
 SJ0917
 SJ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN260858(NAD 83)
 SJ0917_MARKER: DB = BENCH MARK DISK
 SJ0917_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 SJ0917_SP_SET: ROCK LEDGE
 SJ0917_STAMPING: 6920 G 1973
 SJ0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ0917+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1999
 SJ0917
 SJ0917  HISTORY     - Date     Condition        Report By
 SJ0917  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0917  HISTORY     - 1978     GOOD             NGS
 SJ0917  HISTORY     - 19990302 GOOD             MNDT
 SJ0917
 SJ0917                          STATION DESCRIPTION
 SJ0917
 SJ0917'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0917'8.8 MI SSE FROM COOK.
 SJ0917'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 1 AT THE WEST
 SJ0917'EDGE OF COOK, GO SOUTHERLY ON TRUNK HIGHWAY 53 FOR 5.7 MILES TO THE
 SJ0917'JUNCTION OF COUNTY ROAD 22 AT SHERMANS CORNER.  THENCE CONTINUE
 SJ0917'SOUTHERLY ON TRUNK HIGHWAY 53 FOR 3.3 MILES (MILEPOST 83.4) AND THE
 SJ0917'MARK ON THE RIGHT (12.4 MILES NORTH OF THE JUNCTION OF TRUNK HIGHWAY
 SJ0917'53 AND TRUNK HIGHWAY 169 (3 MILES NORTH OF VIRGINIA).  THE MARK IS 134
 SJ0917'FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 53, 87 FEET SOUTH OF
 SJ0917'CENTER OF DRIVEWAY, 177.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF BRICK
 SJ0917'GARAGE ATTACHED TO 1 STORY FRAME HOUSE, 118 FEET NORTHWEST OF POWER
 SJ0917'POLE AND 21.8 FEET SOUTH OF STEEL WITNESS POST.  THE MARK IS SET IN A
 SJ0917'DRILL HOLE IN LEDGE ROCK AND IS 2 FEET BELOW THE LEVEL OF TRUNK
 SJ0917'HIGHWAY 53.  NE 1/4 SECTION 32, T 61N, R 18W.
 SJ0917
 SJ0917                          STATION RECOVERY (1978)
 SJ0917
 SJ0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SJ0917'17.7 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE U.S. HIGHWAY 169
 SJ0917'OVERPASS IN VIRGINIA, AT DRIVE 123 WEST, IN THE WEST RIGHT-OF-WAY
 SJ0917'OF THE HIGHWAY, IN THE TOP OF AN 8-FT. BY 12-FT. EXPOSED PORTION OF
 SJ0917'OUTCROP, 134 FT. WEST OF THE CENTERLINE OF THE HIGHWAY, 87 FT. SOUTH
 SJ0917'OF THE CENTER OF THE DRIVE, 178 FT. SOUTHEAST OF AND BELOW A ONE STORY
 SJ0917'FRAME HOUSE.
 SJ0917'THE MARK IS 22 FT  S FROM A WITNESS POST.
 SJ0917'THE MARK IS 2 FT BELOW THE HIGHWAY.
 SJ0917
 SJ0917                          STATION RECOVERY (1999)
 SJ0917
 SJ0917'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 SJ0917'RECOVERED 9 MI (14.5 KM) SOUTH OF COOK AT TH 53 MP 83.55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0921 ***********************************************************************
 SJ0921  DESIGNATION -  6920 H
 SJ0921  PID         -  SJ0921
 SJ0921  STATE/COUNTY-  MN/ST LOUIS
 SJ0921  USGS QUAD   -  IDINGTON (1984)
 SJ0921
 SJ0921                         *CURRENT SURVEY CONTROL
 SJ0921  ___________________________________________________________________
 SJ0921* NAD 83(1986)-  47 42 30.     (N)    092 38 42.     (W)     SCALED    
 SJ0921* NAVD 88     -       410.399  (meters)    1346.45   (feet)  ADJUSTED  
 SJ0921  ___________________________________________________________________
 SJ0921  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 SJ0921  DYNAMIC HT  -         410.441 (meters)    1346.59  (feet)  COMP
 SJ0921  MODELED GRAV-     980,702.5   (mgal)                       NAVD 88
 SJ0921
 SJ0921  VERT ORDER  -  FIRST     CLASS II
 SJ0921
 SJ0921.The horizontal coordinates were scaled from a topographic map and have
 SJ0921.an estimated accuracy of +/- 6 seconds.
 SJ0921
 SJ0921.The orthometric height was determined by differential leveling
 SJ0921.and adjusted by the National Geodetic Survey in June 1991..
 SJ0921
 SJ0921.The geoid height was determined by GEOID03.
 SJ0921
 SJ0921.The dynamic height is computed by dividing the NAVD 88
 SJ0921.geopotential number by the normal gravity value computed on the
 SJ0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0921.degrees latitude (g = 980.6199 gals.).
 SJ0921
 SJ0921.The modeled gravity was interpolated from observed gravity values.
 SJ0921
 SJ0921;                    North         East    Units  Estimated Accuracy
 SJ0921;SPC MN N     -   234,440.      834,140.      MT  (+/- 180 meters Scaled)
 SJ0921
 SJ0921                          SUPERSEDED SURVEY CONTROL
 SJ0921
 SJ0921  NGVD 29 (??/??/92)  410.136  (m)         1345.59   (f) ADJ UNCH    1 2
 SJ0921
 SJ0921.Superseded values are not recommended for survey control.
 SJ0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0921.See file dsdata.txt to determine how the superseded data were derived.
 SJ0921
 SJ0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN266839(NAD 83)
 SJ0921_MARKER: DB = BENCH MARK DISK
 SJ0921_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ0921_SP_SET: ABUTMENT
 SJ0921_STAMPING: 6920 H 1973
 SJ0921_MARK LOGO: MNHD  
 SJ0921_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ0921+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1999
 SJ0921
 SJ0921  HISTORY     - Date     Condition        Report By
 SJ0921  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0921  HISTORY     - 1978     GOOD             NGS
 SJ0921  HISTORY     - 19990302 GOOD             MNDT
 SJ0921
 SJ0921                          STATION DESCRIPTION
 SJ0921
 SJ0921'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0921'10 MI SSE FROM COOK.
 SJ0921'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 1 AT THE WEST
 SJ0921'EDGE OF COOK, GO SOUTHERLY ON TRUNK HIGHWAY 53 FOR 5.7 MILES TO THE
 SJ0921'JUNCTION OF COUNTY ROAD 22 AT SHERMANS CORNER.  THENCE CONTINUE
 SJ0921'SOUTHERLY FOR, 4.55 MILES TO BRIDGE 5998 (TRUNK HIGHWAY 53 OVER RICE
 SJ0921'RIVER) AND MARK ON THE LEFT (11.3 MILES NORTHERLY ON TRUNK HIGHWAY 53
 SJ0921'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 169, 3 MILES
 SJ0921'NORTH OF VIRGINIA).  THE MARK IS 19 FEET EAST OF THE CENTERLINE OF
 SJ0921'TRUNK HIGHWAY 53 IN THE SOUTHEAST CORNER OF BRIDGE ABUTMENT, 250 FEET
 SJ0921'NORTH OF MILEPOST 82 AND 9 FEET ABOVE THE WATER LEVEL OF RICE RIVER ON
 SJ0921'6-4-1973.  SW1/4 SECTON 4, T 60N, R 18W.
 SJ0921
 SJ0921                          STATION RECOVERY (1978)
 SJ0921
 SJ0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SJ0921'16.4 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE U.S. HIGHWAY 169
 SJ0921'OVERPASS IN VIRGINIA, AT MILEPOST 82, IN THE EAST END OF THE
 SJ0921'SOUTH ABUTMENT OF A BRIDGE OVER THE RICE RIVER, 250 FT. NORTH
 SJ0921'OF THE MILEPOST, 191 FT. EAST OF THE CENTERLINE OF THE HIGHWAY.
 SJ0921'THE MARK IS 8 FT ABOVE THE RICE RIVER.
 SJ0921
 SJ0921                          STATION RECOVERY (1999)
 SJ0921
 SJ0921'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 SJ0921'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0922 ***********************************************************************
 SJ0922  DESIGNATION -  6920 J
 SJ0922  PID         -  SJ0922
 SJ0922  STATE/COUNTY-  MN/ST LOUIS
 SJ0922  USGS QUAD   -  IDINGTON (1984)
 SJ0922
 SJ0922                         *CURRENT SURVEY CONTROL
 SJ0922  ___________________________________________________________________
 SJ0922* NAD 83(1986)-  47 42 18.     (N)    092 38 36.     (W)     SCALED    
 SJ0922* NAVD 88     -       417.348  (meters)    1369.25   (feet)  ADJUSTED  
 SJ0922  ___________________________________________________________________
 SJ0922  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 SJ0922  DYNAMIC HT  -         417.390 (meters)    1369.39  (feet)  COMP
 SJ0922  MODELED GRAV-     980,701.8   (mgal)                       NAVD 88
 SJ0922
 SJ0922  VERT ORDER  -  FIRST     CLASS II
 SJ0922
 SJ0922.The horizontal coordinates were scaled from a topographic map and have
 SJ0922.an estimated accuracy of +/- 6 seconds.
 SJ0922
 SJ0922.The orthometric height was determined by differential leveling
 SJ0922.and adjusted by the National Geodetic Survey in June 1991..
 SJ0922
 SJ0922.The geoid height was determined by GEOID03.
 SJ0922
 SJ0922.The dynamic height is computed by dividing the NAVD 88
 SJ0922.geopotential number by the normal gravity value computed on the
 SJ0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0922.degrees latitude (g = 980.6199 gals.).
 SJ0922
 SJ0922.The modeled gravity was interpolated from observed gravity values.
 SJ0922
 SJ0922;                    North         East    Units  Estimated Accuracy
 SJ0922;SPC MN N     -   234,070.      834,270.      MT  (+/- 180 meters Scaled)
 SJ0922
 SJ0922                          SUPERSEDED SURVEY CONTROL
 SJ0922
 SJ0922  NGVD 29 (??/??/92)  417.084  (m)         1368.38   (f) ADJ UNCH    1 2
 SJ0922
 SJ0922.Superseded values are not recommended for survey control.
 SJ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0922.See file dsdata.txt to determine how the superseded data were derived.
 SJ0922
 SJ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN267835(NAD 83)
 SJ0922_MARKER: DV = VERTICAL CONTROL DISK
 SJ0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SJ0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SJ0922_STAMPING: 6920 J 1973
 SJ0922_MARK LOGO: MNDT  
 SJ0922_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SJ0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ0922+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1999
 SJ0922
 SJ0922  HISTORY     - Date     Condition        Report By
 SJ0922  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0922  HISTORY     - 1978     GOOD             NGS
 SJ0922  HISTORY     - 19990301 GOOD             MNDT
 SJ0922
 SJ0922                          STATION DESCRIPTION
 SJ0922
 SJ0922'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0922'10.2 MI SSE FROM COOK.
 SJ0922'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 1 AT THE EAST
 SJ0922'EDGE OF COOK, GO SOUTHERLY ON TRUNK HIGHWAY 53 FOR 5.7 MILES TO THE
 SJ0922'JUNCTION OF COUNTY ROAD 22 AT SHERMANS CORNER.  THENCE CONTINUE
 SJ0922'SOUTHERLY ON TRUNK HIGHWAY 53 FOR 4.75 MILES TO T ROAD EAST. (FOREST
 SJ0922'SERVICE ROAD NUMBER 257) AND THE MARK ON THE LEFT (MILEPOST 81.85).
 SJ0922'THE MARK IS 11.1 MILES NORTHERLY ON TRUNK HIGHWAY 53 FROM THE JUNCTION
 SJ0922'OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 169 (3 MILES NORTH OF VIRGINIA).
 SJ0922'THE MARK IS 100 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 53, 123
 SJ0922'FEET NORTH OF FOREST SERVICE ROAD, 17.8 FEET NORTH OF A 20 INCH
 SJ0922'SPRUCE, 41 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 4, AND 3 FEET
 SJ0922'SOUTHWEST AND BELOW A BENCH MARK SIGN.  THE MARK IS 15 FEET ABOVE THE
 SJ0922'LEVEL OF TRUNK HIGHWAY 53 AND IS SET IN THE SOUTHWEST TOE OF LARGE
 SJ0922'GRANITE MONUMENT.  NW 1/4 SECTION 9, T 60N, R 18W.
 SJ0922
 SJ0922                          STATION RECOVERY (1978)
 SJ0922
 SJ0922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SJ0922'16.1 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE U.S. HIGHWAY 169
 SJ0922'OVERPASS IN VIRGINIA, AT DRIVE A6B LEADING EAST, IN THE FOOT OF A
 SJ0922'MASSIVE GRANITE OUTCROP, 123 FT. NORTH OF THE CENTERLINE OF A DIRT
 SJ0922'ROAD, 100 FT. EAST OF THE CENTERLINE OF THE HIGHWAY, 17.8 FT. NORTH
 SJ0922'OF A 20-INCH SPRUCE TREE.
 SJ0922'THE MARK IS 3 FT  SW FROM A WITNESS POST.
 SJ0922'THE MARK IS 15 FT ABOVE THE HIGHWAY.
 SJ0922
 SJ0922                          STATION RECOVERY (1999)
 SJ0922
 SJ0922'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 SJ0922'THE MARK WAS RECOVERED 10.45 MI (16.82 KM) SOUTH OF COOK, 4.75 MI
 SJ0922'(7.64 KM) SOUTH OF SHERMANS COR, 100 FT (30.5 M) EAST OF TH 53 AT MP
 SJ0922'81.90, 123 FT (37.5 M) NORTH OF FOREST RD 257, 17.8 F T NORTH OF 20
 SJ0922'INCH SPRUCE TREE, IN TOE OF LARGE GRANITE OUTCROP, 35.8 FT (10.9 M)
 SJ0922'EAST OF 12 INCH RED PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0924 ***********************************************************************
 SJ0924  DESIGNATION -  6920 K
 SJ0924  PID         -  SJ0924
 SJ0924  STATE/COUNTY-  MN/ST LOUIS
 SJ0924  USGS QUAD   -  IDINGTON (1984)
 SJ0924
 SJ0924                         *CURRENT SURVEY CONTROL
 SJ0924  ___________________________________________________________________
 SJ0924* NAD 83(1986)-  47 41 36.     (N)    092 38 54.     (W)     SCALED    
 SJ0924* NAVD 88     -       423.029  (meters)    1387.89   (feet)  ADJUSTED  
 SJ0924  ___________________________________________________________________
 SJ0924  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 SJ0924  DYNAMIC HT  -         423.071 (meters)    1388.03  (feet)  COMP
 SJ0924  MODELED GRAV-     980,699.1   (mgal)                       NAVD 88
 SJ0924
 SJ0924  VERT ORDER  -  FIRST     CLASS II
 SJ0924
 SJ0924.The horizontal coordinates were scaled from a topographic map and have
 SJ0924.an estimated accuracy of +/- 6 seconds.
 SJ0924
 SJ0924.The orthometric height was determined by differential leveling
 SJ0924.and adjusted by the National Geodetic Survey in June 1991..
 SJ0924
 SJ0924.The geoid height was determined by GEOID03.
 SJ0924
 SJ0924.The dynamic height is computed by dividing the NAVD 88
 SJ0924.geopotential number by the normal gravity value computed on the
 SJ0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0924.degrees latitude (g = 980.6199 gals.).
 SJ0924
 SJ0924.The modeled gravity was interpolated from observed gravity values.
 SJ0924
 SJ0924;                    North         East    Units  Estimated Accuracy
 SJ0924;SPC MN N     -   232,770.      833,900.      MT  (+/- 180 meters Scaled)
 SJ0924
 SJ0924                          SUPERSEDED SURVEY CONTROL
 SJ0924
 SJ0924  NGVD 29 (??/??/92)  422.764  (m)         1387.02   (f) ADJ UNCH    1 2
 SJ0924
 SJ0924.Superseded values are not recommended for survey control.
 SJ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0924.See file dsdata.txt to determine how the superseded data were derived.
 SJ0924
 SJ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN263822(NAD 83)
 SJ0924_MARKER: DB = BENCH MARK DISK
 SJ0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SJ0924_SP_SET: ROCK LEDGE
 SJ0924_STAMPING: 6920 K 1973
 SJ0924_MARK LOGO: MNHD  
 SJ0924_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ0924+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1999
 SJ0924
 SJ0924  HISTORY     - Date     Condition        Report By
 SJ0924  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0924  HISTORY     - 1978     GOOD             NGS
 SJ0924  HISTORY     - 19920730 GOOD             USPSQD
 SJ0924  HISTORY     - 19990302 GOOD             MNDT
 SJ0924
 SJ0924                          STATION DESCRIPTION
 SJ0924
 SJ0924'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0924'8.7 MI N FROM MOUNTAIN IRON.
 SJ0924'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 169 (3 MILES
 SJ0924'NORTH OF VIRGINIA) GO NORTHWESTERLY ON TRUNK HIGHWAY 53 FOR 10.2 MILES
 SJ0924'(5.47 MILES SOUTH OF THE JUNCTION OF COUNTY ROAD 22 AND TRUNK HIGHWAY
 SJ0924'53 AT SHERMANS CORNER.) AND THE MARK ON THE LEFT.  THE MARK IS 128.8
 SJ0924'FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 53, 172 FEET SOUTH OF
 SJ0924'MILEPOST 81, 28.5 WEST OF POWER POLE, 15 FEET SOUTH OF THE NORTH END
 SJ0924'OF 29 FOOT BY 10 FOOT EXPOSED LEDGE ROCK, AND 60.1 FEET WEST OF A
 SJ0924'STEEL WITNESS POST.  THE MARK IS SET IN A DRILL HOLE IN CENTER OF
 SJ0924'LEDGE ROCK AND IS 10 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 53. SE 1/4
 SJ0924'SECTION 8, T 60N, R 18W.
 SJ0924
 SJ0924                          STATION RECOVERY (1978)
 SJ0924
 SJ0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SJ0924'15.3 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE U.S. HIGHWAY 169
 SJ0924'OVERPASS IN VIRGINIA, AT MILEPOST 81, IN THE TOP OF AND 15 FT. SOUTH
 SJ0924'OF THE NORTH END OF A 10-FT. BY 30-FT. ROCK OUTCROP, 172 FT. SOUTH OF
 SJ0924'THE MILEPOST, 129 FT. WEST OF THE CENTERLINE OF THE HIGHWAY.
 SJ0924'THE MARK IS 60 FT  W FROM A WITNESS POST.
 SJ0924'THE MARK IS 8 FT ABOVE THE HIGHWAY.
 SJ0924
 SJ0924                          STATION RECOVERY (1992)
 SJ0924
 SJ0924'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 SJ0924'RECOVERED IN GOOD CONDITION.
 SJ0924
 SJ0924                          STATION RECOVERY (1999)
 SJ0924
 SJ0924'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 SJ0924'RECOVERED 8.7 MI (14.0 KM) NORTH OF MOUNTAIN IRON, 10.2 MI (16.4 KM)
 SJ0924'NORTH ON TH 53 FROM JCT OF TH 169, 5.45 MI (8.77 KM) AT SHERMANS COR,
 SJ0924'128.8 FT (39.3 M) WEST OF TH 53, 172 FT (52.4 M) SOUTH OF MILEPOST 81,
 SJ0924'15 FT (4.6 M) SOUTH OF NORTH END OF LEDGE ROCK, 60.1 FT (18.3 M) WEST
 SJ0924'OF WIT POST, 60 .6 FT (18.3 CM) SW OF 20 INCH RED PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0925 ***********************************************************************
 SJ0925  DESIGNATION -  6920 L
 SJ0925  PID         -  SJ0925
 SJ0925  STATE/COUNTY-  MN/ST LOUIS
 SJ0925  USGS QUAD   -  IDINGTON (1984)
 SJ0925
 SJ0925                         *CURRENT SURVEY CONTROL
 SJ0925  ___________________________________________________________________
 SJ0925* NAD 83(1986)-  47 41 03.     (N)    092 39 06.     (W)     SCALED    
 SJ0925* NAVD 88     -       435.519  (meters)    1428.87   (feet)  ADJUSTED  
 SJ0925  ___________________________________________________________________
 SJ0925  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 SJ0925  DYNAMIC HT  -         435.561 (meters)    1429.00  (feet)  COMP
 SJ0925  MODELED GRAV-     980,696.9   (mgal)                       NAVD 88
 SJ0925
 SJ0925  VERT ORDER  -  FIRST     CLASS II
 SJ0925
 SJ0925.The horizontal coordinates were scaled from a topographic map and have
 SJ0925.an estimated accuracy of +/- 6 seconds.
 SJ0925
 SJ0925.The orthometric height was determined by differential leveling
 SJ0925.and adjusted by the National Geodetic Survey in June 1991..
 SJ0925
 SJ0925.The geoid height was determined by GEOID03.
 SJ0925
 SJ0925.The dynamic height is computed by dividing the NAVD 88
 SJ0925.geopotential number by the normal gravity value computed on the
 SJ0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0925.degrees latitude (g = 980.6199 gals.).
 SJ0925
 SJ0925.The modeled gravity was interpolated from observed gravity values.
 SJ0925
 SJ0925;                    North         East    Units  Estimated Accuracy
 SJ0925;SPC MN N     -   231,750.      833,660.      MT  (+/- 180 meters Scaled)
 SJ0925
 SJ0925                          SUPERSEDED SURVEY CONTROL
 SJ0925
 SJ0925  NGVD 29 (??/??/92)  435.253  (m)         1427.99   (f) ADJ UNCH    1 2
 SJ0925
 SJ0925.Superseded values are not recommended for survey control.
 SJ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0925.See file dsdata.txt to determine how the superseded data were derived.
 SJ0925
 SJ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN261812(NAD 83)
 SJ0925_MARKER: DB = BENCH MARK DISK
 SJ0925_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ0925_SP_SET: CULVERT ABUTMENT
 SJ0925_STAMPING: 6920 L 1973
 SJ0925_MARK LOGO: MNHD  
 SJ0925_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ0925+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1999
 SJ0925
 SJ0925  HISTORY     - Date     Condition        Report By
 SJ0925  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0925  HISTORY     - 1978     GOOD             NGS
 SJ0925  HISTORY     - 19990302 GOOD             MNDT
 SJ0925
 SJ0925                          STATION DESCRIPTION
 SJ0925
 SJ0925'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0925'8.2 MI N FROM MOUNTAIN IRON.
 SJ0925'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 169 (3 MILES
 SJ0925'NORTH OF VIRGINIA) GO NORTHWESTERLY ON TRUNK HIGHWAY 53 FOR 9.6 MILES
 SJ0925'(MILEPOST 80.3) AND MARK ON THE LEFT (6.1 MILES SOUTH ON TRUNK HIGHWAY
 SJ0925'53 FROM THE JUNCTION OF COUNTY ROAD 22 AND TRUNK HIGHWAY 53 AT
 SJ0925'SHERMANS CORNER).  THE MARK IS 41.6 FEET WEST OF THE CENTERLINE OF
 SJ0925'TRUNK HIGHWAY 53 AND 14 FEET SOUTH OF A STEEL GUARD RAIL POST.  THE
 SJ0925'MARK IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A 10 FOOT BY 10
 SJ0925'FOOT CONCRETE BOX CULVERT, AND IS 5 FEET BELOW THE LEVEL OF TRUNK
 SJ0925'HIGHWAY 53.  NE 1/4 SECTION 17, T 60N, R 18W.
 SJ0925
 SJ0925                          STATION RECOVERY (1978)
 SJ0925
 SJ0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SJ0925'14.7 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE U.S. HIGHWAY 169
 SJ0925'OVERPASS IN VIRGINIA, 1 FT. SOUTH OF THE NORTH END OF THE WEST
 SJ0925'HEADWALL OF A 10-FT. BY 10-FT. CONCRETE BOX CULVERT OVER JOHNSON
 SJ0925'CREEK, 41.6 FT. WEST OF THE CENTERLINE OF THE HIGHWAY.
 SJ0925'THE MARK IS 5 FT BELOW THE HIGHWAY.
 SJ0925
 SJ0925                          STATION RECOVERY (1999)
 SJ0925
 SJ0925'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 SJ0925'THE MARK WAS RECOVERED AT MP 80.3, IN NW COR OF BOX CULVERT NO 8556
 SJ0925'AND AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0926 ***********************************************************************
 SJ0926  DESIGNATION -  6920 M
 SJ0926  PID         -  SJ0926
 SJ0926  STATE/COUNTY-  MN/ST LOUIS
 SJ0926  USGS QUAD   -  IDINGTON (1984)
 SJ0926
 SJ0926                         *CURRENT SURVEY CONTROL
 SJ0926  ___________________________________________________________________
 SJ0926* NAD 83(1986)-  47 40 36.     (N)    092 38 54.     (W)     SCALED    
 SJ0926* NAVD 88     -       438.057  (meters)    1437.19   (feet)  ADJUSTED  
 SJ0926  ___________________________________________________________________
 SJ0926  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 SJ0926  DYNAMIC HT  -         438.099 (meters)    1437.33  (feet)  COMP
 SJ0926  MODELED GRAV-     980,695.5   (mgal)                       NAVD 88
 SJ0926
 SJ0926  VERT ORDER  -  FIRST     CLASS II
 SJ0926
 SJ0926.The horizontal coordinates were scaled from a topographic map and have
 SJ0926.an estimated accuracy of +/- 6 seconds.
 SJ0926
 SJ0926.The orthometric height was determined by differential leveling
 SJ0926.and adjusted by the National Geodetic Survey in June 1991..
 SJ0926
 SJ0926.The geoid height was determined by GEOID03.
 SJ0926
 SJ0926.The dynamic height is computed by dividing the NAVD 88
 SJ0926.geopotential number by the normal gravity value computed on the
 SJ0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0926.degrees latitude (g = 980.6199 gals.).
 SJ0926
 SJ0926.The modeled gravity was interpolated from observed gravity values.
 SJ0926
 SJ0926;                    North         East    Units  Estimated Accuracy
 SJ0926;SPC MN N     -   230,910.      833,910.      MT  (+/- 180 meters Scaled)
 SJ0926
 SJ0926                          SUPERSEDED SURVEY CONTROL
 SJ0926
 SJ0926  NGVD 29 (??/??/92)  437.794  (m)         1436.33   (f) ADJ UNCH    1 2
 SJ0926
 SJ0926.Superseded values are not recommended for survey control.
 SJ0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0926.See file dsdata.txt to determine how the superseded data were derived.
 SJ0926
 SJ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN263804(NAD 83)
 SJ0926_MARKER: DB = BENCH MARK DISK
 SJ0926_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SJ0926_SP_SET: BOX CULVERT
 SJ0926_STAMPING: 6920 M 1973
 SJ0926_MARK LOGO: MNHD  
 SJ0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ0926+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1999
 SJ0926
 SJ0926  HISTORY     - Date     Condition        Report By
 SJ0926  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0926  HISTORY     - 1978     GOOD             NGS
 SJ0926  HISTORY     - 19920730 GOOD             USPSQD
 SJ0926  HISTORY     - 19990302 GOOD             MNDT
 SJ0926
 SJ0926                          STATION DESCRIPTION
 SJ0926
 SJ0926'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0926'7.7 MI N FROM MOUNTAIN IRON.
 SJ0926'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 169 (3 MILES
 SJ0926'NORTH OF VIRGINIA), GO NORTHWESTERLY ON TRUNK HIGHWAY 53 FOR 9 MILES
 SJ0926'(MILEPOST 79.7) AND THE MARK ON THE RIGHT (6.7 MILES SOUTH ON TRUNK
 SJ0926'HIGHWAY 53 FROM THE JUNCTION OF COUNTY ROAD 22 AND TRUNK HIGHWAY 53 AT
 SJ0926'SHERMANS CORNER).  THE MARK IS 27.9 FEET EAST OF THE CENTERLINE OF
 SJ0926'TRUNK HIGHWAY 53, 95 FEET SOUTH OF ENTRANCE TO BIRCH KNOB LOOKOUT
 SJ0926'TOWER AND 7.8 FEET NORTHEAST OF STEEL GUARD RAIL POST.  THE MARK IS
 SJ0926'SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 12 FOOT BY 8 FOOT BOX
 SJ0926'CULVERT AND IS 2 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 53.  SE 1/4
 SJ0926'SECTION 17, T 60N, R 18W.
 SJ0926
 SJ0926                          STATION RECOVERY (1978)
 SJ0926
 SJ0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SJ0926'14.1 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE U.S. HIGHWAY 169
 SJ0926'OVERPASS IN VIRGINIA, AT A DIRT ROAD LEADING WEST TO THE BIRCH KNOB
 SJ0926'LOOKOUT TOWER, 1 FT. NORTH OF THE SOUTH END OF THE EAST HEADWALL OF AN
 SJ0926'8-FT. BY 8-FT. CONCRETE BOX CULVERT UNDER THE HIGHWAY, 95 FT. SOUTH OF
 SJ0926'THE CENTERLINE OF THE DIRT ROAD, 28 FT. EAST OF THE CENTERLINE OF THE
 SJ0926'HIGHWAY.
 SJ0926'THE MARK IS 2 FT BELOW THE HIGHWAY.
 SJ0926
 SJ0926                          STATION RECOVERY (1992)
 SJ0926
 SJ0926'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 SJ0926'RECOVERED IN GOOD CONDITION.
 SJ0926
 SJ0926                          STATION RECOVERY (1999)
 SJ0926
 SJ0926'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 SJ0926'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0931 ***********************************************************************
 SJ0931  DESIGNATION -  6920 N
 SJ0931  PID         -  SJ0931
 SJ0931  STATE/COUNTY-  MN/ST LOUIS
 SJ0931  USGS QUAD   -  IDINGTON (1984)
 SJ0931
 SJ0931                         *CURRENT SURVEY CONTROL
 SJ0931  ___________________________________________________________________
 SJ0931* NAD 83(1986)-  47 39 54.     (N)    092 38 36.     (W)     SCALED    
 SJ0931* NAVD 88     -       443.385  (meters)    1454.67   (feet)  ADJUSTED  
 SJ0931  ___________________________________________________________________
 SJ0931  GEOID HEIGHT-         -30.61  (meters)                     GEOID03
 SJ0931  DYNAMIC HT  -         443.427 (meters)    1454.81  (feet)  COMP
 SJ0931  MODELED GRAV-     980,693.2   (mgal)                       NAVD 88
 SJ0931
 SJ0931  VERT ORDER  -  SECOND    CLASS 0
 SJ0931
 SJ0931.The horizontal coordinates were scaled from a topographic map and have
 SJ0931.an estimated accuracy of +/- 6 seconds.
 SJ0931
 SJ0931.The orthometric height was determined by differential leveling
 SJ0931.and adjusted by the National Geodetic Survey in June 1991..
 SJ0931
 SJ0931.The geoid height was determined by GEOID03.
 SJ0931
 SJ0931.The dynamic height is computed by dividing the NAVD 88
 SJ0931.geopotential number by the normal gravity value computed on the
 SJ0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0931.degrees latitude (g = 980.6199 gals.).
 SJ0931
 SJ0931.The modeled gravity was interpolated from observed gravity values.
 SJ0931
 SJ0931;                    North         East    Units  Estimated Accuracy
 SJ0931;SPC MN N     -   229,620.      834,300.      MT  (+/- 180 meters Scaled)
 SJ0931
 SJ0931                          SUPERSEDED SURVEY CONTROL
 SJ0931
 SJ0931  NGVD 29 (??/??/92)  443.122  (m)         1453.81   (f) ADJ UNCH    2 0
 SJ0931
 SJ0931.Superseded values are not recommended for survey control.
 SJ0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0931.See file dsdata.txt to determine how the superseded data were derived.
 SJ0931
 SJ0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN267791(NAD 83)
 SJ0931_MARKER: DB = BENCH MARK DISK
 SJ0931_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ0931_SP_SET: ABUTMENT
 SJ0931_STAMPING: 6920 N 1973
 SJ0931_MARK LOGO: MNHD  
 SJ0931_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ0931+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1999
 SJ0931
 SJ0931  HISTORY     - Date     Condition        Report By
 SJ0931  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0931  HISTORY     - 19920730 GOOD             USPSQD
 SJ0931  HISTORY     - 19990302 GOOD             MNDT
 SJ0931
 SJ0931                          STATION DESCRIPTION
 SJ0931
 SJ0931'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0931'6.9 MI N FROM MOUNTAIN IRON.
 SJ0931'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 169, 3 MILES
 SJ0931'NORTH OF VIRGINIA, GO NORTHWESTERLY ON TRUNK HIGHWAY 53 FOR 7.9 MILES
 SJ0931'TO THE JUNCTION OF COUNTY ROAD 65, (MILEPOST 78.65).  THENCE SOUTHWEST
 SJ0931'ON COUNTY ROAD 65 FOR 0.05 MILE TO JUNCTION OF COUNTY ROAD 240. THENCE
 SJ0931'NORTHWESTERLY ON COUNTY ROAD 240 FOR 0.3 MILE TO JOHNSON CREEK. THE
 SJ0931'MARK IS 13.4 FEET NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 240 AND
 SJ0931'3.5 FEET NORTH OF A STEEL WITNESS POST.  THE MARK IS SET IN THE
 SJ0931'SOUTHEAST CORNER (ABUTMENT) OF 20 FOOT BY 20 FOOT CONCRETE BRIDGE AND
 SJ0931'IS ABOUT LEVEL WITH COUNTY ROAD 20. SW 1/4 SECTION 21, T 60N, R 18W.
 SJ0931
 SJ0931                          STATION RECOVERY (1992)
 SJ0931
 SJ0931'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 SJ0931'RECOVERED IN GOOD CONDITION.
 SJ0931
 SJ0931                          STATION RECOVERY (1999)
 SJ0931
 SJ0931'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 SJ0931'WITNESS POST IS GONE, OTHERWISE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0932 ***********************************************************************
 SJ0932  DESIGNATION -  6920 P
 SJ0932  PID         -  SJ0932
 SJ0932  STATE/COUNTY-  MN/ST LOUIS
 SJ0932  USGS QUAD   -  BRITT (1985)
 SJ0932
 SJ0932                         *CURRENT SURVEY CONTROL
 SJ0932  ___________________________________________________________________
 SJ0932* NAD 83(1986)-  47 39 24.     (N)    092 36 36.     (W)     SCALED    
 SJ0932* NAVD 88     -       457.622  (meters)    1501.38   (feet)  ADJUSTED  
 SJ0932  ___________________________________________________________________
 SJ0932  GEOID HEIGHT-         -30.59  (meters)                     GEOID03
 SJ0932  DYNAMIC HT  -         457.665 (meters)    1501.52  (feet)  COMP
 SJ0932  MODELED GRAV-     980,693.4   (mgal)                       NAVD 88
 SJ0932
 SJ0932  VERT ORDER  -  SECOND    CLASS 0
 SJ0932
 SJ0932.The horizontal coordinates were scaled from a topographic map and have
 SJ0932.an estimated accuracy of +/- 6 seconds.
 SJ0932
 SJ0932.The orthometric height was determined by differential leveling
 SJ0932.and adjusted by the National Geodetic Survey in June 1991..
 SJ0932
 SJ0932.The geoid height was determined by GEOID03.
 SJ0932
 SJ0932.The dynamic height is computed by dividing the NAVD 88
 SJ0932.geopotential number by the normal gravity value computed on the
 SJ0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0932.degrees latitude (g = 980.6199 gals.).
 SJ0932
 SJ0932.The modeled gravity was interpolated from observed gravity values.
 SJ0932
 SJ0932;                    North         East    Units  Estimated Accuracy
 SJ0932;SPC MN N     -   228,710.      836,810.      MT  (+/- 180 meters Scaled)
 SJ0932
 SJ0932                          SUPERSEDED SURVEY CONTROL
 SJ0932
 SJ0932  NGVD 29 (??/??/92)  457.361  (m)         1500.53   (f) ADJ UNCH    2 0
 SJ0932
 SJ0932.Superseded values are not recommended for survey control.
 SJ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0932.See file dsdata.txt to determine how the superseded data were derived.
 SJ0932
 SJ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN292782(NAD 83)
 SJ0932_MARKER: DB = BENCH MARK DISK
 SJ0932_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SJ0932_SP_SET: LOADING DOCK
 SJ0932_STAMPING: 6920 P 1973
 SJ0932_MARK LOGO: MNHD  
 SJ0932_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ0932+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1999
 SJ0932
 SJ0932  HISTORY     - Date     Condition        Report By
 SJ0932  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0932  HISTORY     - 19920730 GOOD             USPSQD
 SJ0932  HISTORY     - 19990302 GOOD             MNDT
 SJ0932
 SJ0932                          STATION DESCRIPTION
 SJ0932
 SJ0932'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0932'6 MI N FROM MOUNTAIN IRON.
 SJ0932'FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 169, 3 MILES
 SJ0932'NORTH OF VIRGINIA, GO NORTHERLY AND NORTHWESTERLY ALONG TRUNK HIGHWAY
 SJ0932'53 FOR 6.5 MILES (MILEPOST 77.2) TO ENTRANCE DRIVE TO SAND LAKE GUARD
 SJ0932'STATION IN THE SUPERIOR NATIONAL FOREST (ON THE RIGHT).  THENCE
 SJ0932'NORTHWESTERLY ON DRIVE FOR 0.05 MILES TO RANGER HEADQUARTERS AND THE
 SJ0932'MARK.  THE MARK IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A 4
 SJ0932'FOOT BY 10 FOOT CONCRETE LOADING DOCK AND IS 4 FEET ABOVE THE LEVEL OF
 SJ0932'THE GROUND.  THE MARK IS 3.3 FEET WEST OF THE NORTHWEST CORNER OF 1
 SJ0932'STORY FRAME OFFICE AND GARAGE (28 FEET X 76 FEET) AND 57.3 FEET EAST
 SJ0932'OF THE NORTHEAST CORNER OF A ONE STORY FRAME GARAGE.  NE 1/4 SECTION
 SJ0932'27, T 60N, R 18W.
 SJ0932
 SJ0932                          STATION RECOVERY (1992)
 SJ0932
 SJ0932'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 SJ0932'RECOVERED IN GOOD CONDITION.
 SJ0932
 SJ0932                          STATION RECOVERY (1999)
 SJ0932
 SJ0932'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 SJ0932'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0934 ***********************************************************************
 SJ0934  DESIGNATION -  6920 Q
 SJ0934  PID         -  SJ0934
 SJ0934  STATE/COUNTY-  MN/ST LOUIS
 SJ0934  USGS QUAD   -  BRITT (1985)
 SJ0934
 SJ0934                         *CURRENT SURVEY CONTROL
 SJ0934  ___________________________________________________________________
 SJ0934* NAD 83(1986)-  47 37 54.     (N)    092 33 24.     (W)     SCALED    
 SJ0934* NAVD 88     -       443.618  (meters)    1455.44   (feet)  ADJUSTED  
 SJ0934  ___________________________________________________________________
 SJ0934  GEOID HEIGHT-         -30.52  (meters)                     GEOID03
 SJ0934  DYNAMIC HT  -         443.660 (meters)    1455.57  (feet)  COMP
 SJ0934  MODELED GRAV-     980,693.0   (mgal)                       NAVD 88
 SJ0934
 SJ0934  VERT ORDER  -  FIRST     CLASS II
 SJ0934
 SJ0934.The horizontal coordinates were scaled from a topographic map and have
 SJ0934.an estimated accuracy of +/- 6 seconds.
 SJ0934
 SJ0934.The orthometric height was determined by differential leveling
 SJ0934.and adjusted by the National Geodetic Survey in June 1991..
 SJ0934
 SJ0934.The geoid height was determined by GEOID03.
 SJ0934
 SJ0934.The dynamic height is computed by dividing the NAVD 88
 SJ0934.geopotential number by the normal gravity value computed on the
 SJ0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0934.degrees latitude (g = 980.6199 gals.).
 SJ0934
 SJ0934.The modeled gravity was interpolated from observed gravity values.
 SJ0934
 SJ0934;                    North         East    Units  Estimated Accuracy
 SJ0934;SPC MN N     -   225,950.      840,830.      MT  (+/- 180 meters Scaled)
 SJ0934
 SJ0934                          SUPERSEDED SURVEY CONTROL
 SJ0934
 SJ0934  NGVD 29 (??/??/92)  443.370  (m)         1454.62   (f) ADJ UNCH    1 2
 SJ0934
 SJ0934.Superseded values are not recommended for survey control.
 SJ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0934.See file dsdata.txt to determine how the superseded data were derived.
 SJ0934
 SJ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN333754(NAD 83)
 SJ0934_MARKER: DB = BENCH MARK DISK
 SJ0934_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ0934_SP_SET: CULVERT UNDER BRIDGE
 SJ0934_STAMPING: 6920 Q 1973
 SJ0934_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SJ0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0934
 SJ0934  HISTORY     - Date     Condition        Report By
 SJ0934  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0934  HISTORY     - 1978     GOOD             NGS
 SJ0934  HISTORY     - 19920731 MARK NOT FOUND   USPSQD
 SJ0934  HISTORY     - 19990301 SEE DESCRIPTION  MNDT
 SJ0934
 SJ0934                          STATION DESCRIPTION
 SJ0934
 SJ0934'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0934'4.6 MI NNE FROM MOUNTAIN IRON.
 SJ0934'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 169, 3 MILES
 SJ0934'NORTH OF VIRGINIA, GO NORTHERLY ON TRUNK HIGHWAY 53 FOR 3.35 MILES TO
 SJ0934'BRIDGE NUMBER 3556 (TRUNK HIGHWAY 53 OVER SANDY RIVER) AND THE MARK ON
 SJ0934'THE RIGHT (MILEPOST 74.1).  THE MARK IS 16 FEET NORTHEAST OF THE
 SJ0934'CENTERLINE OF TRUNK HIGHWAY 53 IN THE SOUTHEAST CORNER (ABUTMENT) OF
 SJ0934'THE BRIDGE AND WAS 9 FEET ABOVE THE WATER LEVEL ON JUNE 11, 1973. THE
 SJ0934'MARK IS ABOUT LEVEL WITH TRUNK HIGHWAY 53.  NW 1/4 SECTION 6, T 59N, R
 SJ0934'17W.
 SJ0934
 SJ0934                          STATION RECOVERY (1978)
 SJ0934
 SJ0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SJ0934'8.4 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE U.S. HIGHWAY 169
 SJ0934'OVERPASS IN VIRGINIA, IN THE NORTHEAST END OF THE SOUTHEAST ABUTMENT
 SJ0934'OF A BRIDGE OVER THE SANDY RIVER, 16 FT. NORTHEAST OF THE CENTERLINE
 SJ0934'OF THE HIGHWAY.  NOTE-RIVER IS LISTED AS SAND RIVER ON MAP.
 SJ0934'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SJ0934
 SJ0934                          STATION RECOVERY (1992)
 SJ0934
 SJ0934'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 SJ0934'MARK NOT FOUND.
 SJ0934
 SJ0934                          STATION RECOVERY (1999)
 SJ0934
 SJ0934'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 SJ0934'NOT FOUND.  NEW BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0933 ***********************************************************************
 SJ0933  DESIGNATION -  6920 R
 SJ0933  PID         -  SJ0933
 SJ0933  STATE/COUNTY-  MN/ST LOUIS
 SJ0933  USGS QUAD   -  BRITT (1985)
 SJ0933
 SJ0933                         *CURRENT SURVEY CONTROL
 SJ0933  ___________________________________________________________________
 SJ0933* NAD 83(1986)-  47 37 40.     (N)    092 33 18.     (W)     SCALED    
 SJ0933* NAVD 88     -       444.615  (meters)    1458.71   (feet)  ADJUSTED  
 SJ0933  ___________________________________________________________________
 SJ0933  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 SJ0933  DYNAMIC HT  -         444.657 (meters)    1458.85  (feet)  COMP
 SJ0933  MODELED GRAV-     980,692.8   (mgal)                       NAVD 88
 SJ0933
 SJ0933  VERT ORDER  -  FIRST     CLASS II
 SJ0933
 SJ0933.The horizontal coordinates were scaled from a topographic map and have
 SJ0933.an estimated accuracy of +/- 6 seconds.
 SJ0933
 SJ0933.The orthometric height was determined by differential leveling
 SJ0933.and adjusted by the National Geodetic Survey in June 1991..
 SJ0933
 SJ0933.The geoid height was determined by GEOID03.
 SJ0933
 SJ0933.The dynamic height is computed by dividing the NAVD 88
 SJ0933.geopotential number by the normal gravity value computed on the
 SJ0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0933.degrees latitude (g = 980.6199 gals.).
 SJ0933
 SJ0933.The modeled gravity was interpolated from observed gravity values.
 SJ0933
 SJ0933;                    North         East    Units  Estimated Accuracy
 SJ0933;SPC MN N     -   225,520.      840,960.      MT  (+/- 180 meters Scaled)
 SJ0933
 SJ0933                          SUPERSEDED SURVEY CONTROL
 SJ0933
 SJ0933  NGVD 29 (??/??/92)  444.365  (m)         1457.89   (f) ADJ UNCH    1 2
 SJ0933
 SJ0933.Superseded values are not recommended for survey control.
 SJ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0933.See file dsdata.txt to determine how the superseded data were derived.
 SJ0933
 SJ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN334750(NAD 83)
 SJ0933_MARKER: DB = BENCH MARK DISK
 SJ0933_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 SJ0933_SP_SET: UNSPEC ROCK
 SJ0933_STAMPING: 6920 R 1973
 SJ0933_MARK LOGO: MNHD  
 SJ0933_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 SJ0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ0933+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1999
 SJ0933
 SJ0933  HISTORY     - Date     Condition        Report By
 SJ0933  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0933  HISTORY     - 1978     GOOD             NGS
 SJ0933  HISTORY     - 19990104 GOOD             MNDT
 SJ0933
 SJ0933                          STATION DESCRIPTION
 SJ0933
 SJ0933'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0933'4.6 MI NE FROM MOUNTAIN IRON.
 SJ0933'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 169, 3 MILES
 SJ0933'NORTH OF VIRGINIA, GO NORTHERLY ON TRUNK HIGHWAY 53 FOR 3.1 MILES
 SJ0933'(MILEPOST 73.8) AND MARK ON THE LEFT.  THE MARK IS 122 FEET WEST OF
 SJ0933'THE CENTERLINE OF TRUNK HIGHWAY 53, 38 FEET EAST OF THE CENTER OF OLD
 SJ0933'TRUNK HIGHWAY 53, 9 FEET NORTHWEST OF THE CENTER OF COUNTY ROAD 302
 SJ0933'(NORTHEAST) 23 FEET SOUTHEAST OF POWER POLE NUMBER 4, 165 FEET SOUTH
 SJ0933'OF MINNESOTA HIGHWAY DEPARTMENT RIGHT-OF-WAY PIPE STAMPED CL 100 FT.
 SJ0933'STA. 12+50 SP-11-39 SEC. 1 AND 8.3 FEET EAST OF A STEEL WITNESS POST.
 SJ0933'THE MARK IS SET IN A DRILL HOLE IN A 3 FOOT BY 5 FOOT SECTION OF
 SJ0933'EXPOSED ROCK AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 53.  NW 1/4 SECTION
 SJ0933'6, T 59N, R 17W.
 SJ0933
 SJ0933                          STATION RECOVERY (1978)
 SJ0933
 SJ0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SJ0933'8.2 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE U.S. HIGHWAY 169
 SJ0933'OVERPASS IN VIRGINIA, AT THE Y-JUNCTION OF COUNTY ROAD 302 NORTHEAST,
 SJ0933'IN THE SOUTHWEST RIGHT-OF-WAY OF THE HIGHWAY, IN THE TOP OF A
 SJ0933'4-FT. BY 6-FT. BOULDER, 150 FT. SOUTHWEST OF THE CENTER OF THE
 SJ0933'JUNCTION, 9 FT. NORTHWEST OF THE DIRT PORTION OF THE ROAD.
 SJ0933'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SJ0933
 SJ0933                          STATION RECOVERY (1999)
 SJ0933
 SJ0933'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DOJ)
 SJ0933'THE MARK WAS RECOVERED AS DESCRIBED AT MP 73.80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0936 ***********************************************************************
 SJ0936  DESIGNATION -  6920 S
 SJ0936  PID         -  SJ0936
 SJ0936  STATE/COUNTY-  MN/ST LOUIS
 SJ0936  USGS QUAD   -  VIRGINIA (1985)
 SJ0936
 SJ0936                         *CURRENT SURVEY CONTROL
 SJ0936  ___________________________________________________________________
 SJ0936* NAD 83(1986)-  47 35 58.     (N)    092 33 08.     (W)     SCALED    
 SJ0936* NAVD 88     -       456.857  (meters)    1498.87   (feet)  ADJUSTED  
 SJ0936  ___________________________________________________________________
 SJ0936  GEOID HEIGHT-         -30.43  (meters)                     GEOID03
 SJ0936  DYNAMIC HT  -         456.899 (meters)    1499.01  (feet)  COMP
 SJ0936  MODELED GRAV-     980,691.2   (mgal)                       NAVD 88
 SJ0936
 SJ0936  VERT ORDER  -  FIRST     CLASS II
 SJ0936
 SJ0936.The horizontal coordinates were scaled from a topographic map and have
 SJ0936.an estimated accuracy of +/- 6 seconds.
 SJ0936
 SJ0936.The orthometric height was determined by differential leveling
 SJ0936.and adjusted by the National Geodetic Survey in June 1991..
 SJ0936
 SJ0936.The geoid height was determined by GEOID03.
 SJ0936
 SJ0936.The dynamic height is computed by dividing the NAVD 88
 SJ0936.geopotential number by the normal gravity value computed on the
 SJ0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0936.degrees latitude (g = 980.6199 gals.).
 SJ0936
 SJ0936.The modeled gravity was interpolated from observed gravity values.
 SJ0936
 SJ0936;                    North         East    Units  Estimated Accuracy
 SJ0936;SPC MN N     -   222,380.      841,190.      MT  (+/- 180 meters Scaled)
 SJ0936
 SJ0936                          SUPERSEDED SURVEY CONTROL
 SJ0936
 SJ0936  NGVD 29 (??/??/92)  456.602  (m)         1498.04   (f) ADJ UNCH    1 2
 SJ0936
 SJ0936.Superseded values are not recommended for survey control.
 SJ0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0936.See file dsdata.txt to determine how the superseded data were derived.
 SJ0936
 SJ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN336718(NAD 83)
 SJ0936_MARKER: DB = BENCH MARK DISK
 SJ0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SJ0936_SP_SET: ROCK LEDGE
 SJ0936_STAMPING: 6920 S 1973
 SJ0936_MARK LOGO: MNHD  
 SJ0936_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SJ0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ0936+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1999
 SJ0936
 SJ0936  HISTORY     - Date     Condition        Report By
 SJ0936  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0936  HISTORY     - 1978     GOOD             NGS
 SJ0936  HISTORY     - 19990302 GOOD             MNDT
 SJ0936
 SJ0936                          STATION DESCRIPTION
 SJ0936
 SJ0936'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0936'3 MI NE FROM MOUNTAIN IRON.
 SJ0936'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 169, 3 MILES
 SJ0936'NORTH OF VIRGINIA, GO NORTHWESTERLY ON TRUNK HIGHWAY 53 FOR 1.1 MILE
 SJ0936'(MILEPOST 71.8) AND MARK ON THE RIGHT.  THE MARK IS 78 FEET NORTHEAST
 SJ0936'OF THE CENTERLINE OF TRUNK HIGHWAY 53, 34.9 FEET SOUTH OF A POWER
 SJ0936'POLE, 11 FEET NORTH OF A 5-INCH WHITE PINE TREE AND 40 FEET EAST OF
 SJ0936'WEST EDGE OF ROCK LEDGE.  THE MARK IS SET IN A DRILL HOLE IN A 10 FOOT
 SJ0936'BY 15 FOOT EXPOSED LEDGE ROCK AND IS A 4 FEET ABOVE THE LEVEL OF TRUNK
 SJ0936'HIGHWAY 53.  NW 1/4 SECTION 18, T 59N, R 17W.
 SJ0936
 SJ0936                          STATION RECOVERY (1978)
 SJ0936
 SJ0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SJ0936'6.2 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE U.S. HIGHWAY 169
 SJ0936'OVERPASS IN VIRGINIA, 0.35 MILE NORTH OF THE OVERPASS OVER THE DULUTH,
 SJ0936'WINNIPEG AND PACIFIC RAILROAD, AT A CURVE IN THE HIGHWAY, AT THE
 SJ0936'NORTHWEST END OF A ROCKCUT AND SOUTHEAST END OF A SWAMP AREA, 78 FT.
 SJ0936'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 40 FT. EAST OF THE
 SJ0936'WEST EDGE OF A ROCK LEDGE, 35 FT. SOUTH OF A POWERLINE POLE,
 SJ0936'11 FT. NORTH OF A 5-INCH PINE TREE.
 SJ0936'THE MARK IS 4 FT ABOVE THE HIGHWAY.
 SJ0936
 SJ0936                          STATION RECOVERY (1999)
 SJ0936
 SJ0936'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 SJ0936'RECOVERED AS DESCRIBED AT TH 53 MP 71.87.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9167 ***********************************************************************
 DF9167  DESIGNATION -  6921 B RESET
 DF9167  PID         -  DF9167
 DF9167  STATE/COUNTY-  MN/ST LOUIS
 DF9167  USGS QUAD   -  GHEEN (1986)
 DF9167
 DF9167                         *CURRENT SURVEY CONTROL
 DF9167  ___________________________________________________________________
 DF9167* NAD 83(1996)-  47 56 42.50863(N)    092 49 45.36835(W)     ADJUSTED  
 DF9167* NAVD 88     -       404.0    (meters)    1325.     (feet)  GPS OBS   
 DF9167  ___________________________________________________________________
 DF9167  X           -    -211,285.398 (meters)                     COMP
 DF9167  Y           -  -4,275,281.187 (meters)                     COMP
 DF9167  Z           -   4,713,069.829 (meters)                     COMP
 DF9167  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 DF9167  ELLIP HEIGHT-         373.31  (meters)          (11/19/03) GPS OBS
 DF9167  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 DF9167
 DF9167  HORZ ORDER  -  FIRST
 DF9167  ELLP ORDER  -  THIRD     CLASS II
 DF9167
 DF9167.The horizontal coordinates were established by GPS observations
 DF9167.and adjusted by the MN DEPT OF TRANSP in November 2003..
 DF9167
 DF9167.The orthometric height was determined by GPS observations and a
 DF9167.high-resolution geoid model.
 DF9167
 DF9167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9167
 DF9167.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9167
 DF9167.The ellipsoidal height was determined by GPS observations
 DF9167.and is referenced to NAD 83.
 DF9167
 DF9167.The geoid height was determined by GEOID03.
 DF9167
 DF9167;                    North         East     Units Scale Factor Converg.
 DF9167;SPC MN N     -   260,696.962   820,222.838   MT  0.99990465   +0 12 02.4
 DF9167;UTM  15      - 5,310,217.039   512,749.260   MT  0.99960200   +0 07 36.4
 DF9167
 DF9167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9167!SPC MN N     -   0.99994149  x   0.99990465  =   0.99984615
 DF9167!UTM  15      -   0.99994149  x   0.99960200  =   0.99954352
 DF9167
 DF9167                          SUPERSEDED SURVEY CONTROL
 DF9167
 DF9167.No superseded survey control is available for this station.
 DF9167
 DF9167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP1274910217(NAD 83)
 DF9167_MARKER: DV = VERTICAL CONTROL DISK
 DF9167_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9167_STAMPING: 6921 B RESET 1985
 DF9167_MARK LOGO: MNDT  
 DF9167_PROJECTION: FLUSH
 DF9167_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9167+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2001
 DF9167
 DF9167  HISTORY     - Date     Condition        Report By
 DF9167  HISTORY     - 1985     MONUMENTED       MNDT
 DF9167  HISTORY     - 20011024 GOOD             MNDT
 DF9167
 DF9167                          STATION DESCRIPTION
 DF9167
 DF9167'DESCRIBED BY MN DEPT OF TRANSP 2001 (MPP)
 DF9167'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 7.7 MI (12.4
 DF9167'KM) SOUTH OF ORR, 7.7 MI (12.4 KM) SOUTH ALONG TH 53 FROM JCT OF TH 53
 DF9167'AND CO RD 23 EAST AT ORR, 96 FT (29.3 M) WEST OF TH 53, 28 FT (8.5 M)
 DF9167'SOUTH OF SOUTH DRIVEWAY LOOP, 0.5 FT (15.2 CM) EAST OF WIT POST,
 DF9167'RECESSED 5 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0383 ***********************************************************************
 TB0383  DESIGNATION -  6922 A
 TB0383  PID         -  TB0383
 TB0383  STATE/COUNTY-  MN/ST LOUIS
 TB0383  USGS QUAD   -  KABETOGAMA (1986)
 TB0383
 TB0383                         *CURRENT SURVEY CONTROL
 TB0383  ___________________________________________________________________
 TB0383* NAD 83(1986)-  48 24 05.     (N)    093 01 10.     (W)     SCALED    
 TB0383* NAVD 88     -       371.823  (meters)    1219.89   (feet)  ADJUSTED  
 TB0383  ___________________________________________________________________
 TB0383  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 TB0383  DYNAMIC HT  -         371.900 (meters)    1220.14  (feet)  COMP
 TB0383  MODELED GRAV-     980,807.1   (mgal)                       NAVD 88
 TB0383
 TB0383  VERT ORDER  -  FIRST     CLASS II
 TB0383
 TB0383.The horizontal coordinates were scaled from a topographic map and have
 TB0383.an estimated accuracy of +/- 6 seconds.
 TB0383
 TB0383.The orthometric height was determined by differential leveling
 TB0383.and adjusted by the National Geodetic Survey in June 1991..
 TB0383
 TB0383.The geoid height was determined by GEOID03.
 TB0383
 TB0383.The dynamic height is computed by dividing the NAVD 88
 TB0383.geopotential number by the normal gravity value computed on the
 TB0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0383.degrees latitude (g = 980.6199 gals.).
 TB0383
 TB0383.The modeled gravity was interpolated from observed gravity values.
 TB0383
 TB0383;                    North         East    Units  Estimated Accuracy
 TB0383;SPC MN N     -   311,390.      805,960.      MT  (+/- 180 meters Scaled)
 TB0383
 TB0383                          SUPERSEDED SURVEY CONTROL
 TB0383
 TB0383  NGVD 29 (??/??/92)  371.467  (m)         1218.72   (f) ADJ UNCH    1 2
 TB0383
 TB0383.Superseded values are not recommended for survey control.
 TB0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0383.See file dsdata.txt to determine how the superseded data were derived.
 TB0383
 TB0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP985609(NAD 83)
 TB0383_MARKER: DD = SURVEY DISK
 TB0383_SETTING: 66 = SET IN ROCK OUTCROP
 TB0383_SP_SET: ROCK LEDGE
 TB0383_STAMPING: 6922-A 1973
 TB0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0383+STABILITY: POSITION/ELEVATION WELL
 TB0383
 TB0383  HISTORY     - Date     Condition        Report By
 TB0383  HISTORY     - 1973     MONUMENTED       MNDT
 TB0383  HISTORY     - 1979     GOOD             NGS
 TB0383
 TB0383                          STATION DESCRIPTION
 TB0383
 TB0383'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0383'8.5 MI E FROM RAY.
 TB0383'FROM THE JUNCTION OF TRUNK HIGHWAYS 53 AND 217 AT RAY GO EAST ON TRUNK
 TB0383'HIGHWAY 53 FOR 8.45 MILES (MILEPOST 137.7 - 3.5 MILES EAST OF
 TB0383'KOOCHICHING - ST. LOUIS COUNTY LINE, 1.45 FEET EAST-SOUTHEAST OF
 TB0383'COUNTY ROAD 122 AND 1525 MILES NORTH-NORTHWEST OF ASH LAKE) AND MARK
 TB0383'ON THE LEFT.  THE MARK IS 164 FEET NORTHEAST OF THE CENTERLINE OF
 TB0383'TRUNK HIGHWAY 53, 62 FEET NORTHWEST CENTER OF TRAIL, 85.5 FEET
 TB0383'NORTHWEST OF WEST LEG OF SIGN (LAKE KABETOGAMA - 1 MILE) 58.5 FEET
 TB0383'WEST OF A CLUMP OF 4-INCH PLUM TREES, 108.82 FEET NORTH-NORTHWEST OF
 TB0383'STATION YOUSO, AND 27 FEET NORTHEAST OF A STEEL WITNESS POST.  THE
 TB0383'MARK IS SET IN A DRILL HOLE IN A 10 X 20 FT. EXPOSED ROCK LEDGE AND IS
 TB0383'ABOUT 15 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 53.  N W 1/4 SECTION
 TB0383'10, T 68 N, R 21 W.
 TB0383
 TB0383                          STATION RECOVERY (1979)
 TB0383
 TB0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0153 ***********************************************************************
 TB0153  DESIGNATION -  6922 C
 TB0153  PID         -  TB0153
 TB0153  STATE/COUNTY-  MN/ST LOUIS
 TB0153  USGS QUAD   -  ASH RIVER SW (1986)
 TB0153
 TB0153                         *CURRENT SURVEY CONTROL
 TB0153  ___________________________________________________________________
 TB0153* NAD 83(1986)-  48 21 41.     (N)    092 57 49.     (W)     SCALED    
 TB0153* NAVD 88     -       374.506  (meters)    1228.69   (feet)  ADJUSTED  
 TB0153  ___________________________________________________________________
 TB0153  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 TB0153  DYNAMIC HT  -         374.581 (meters)    1228.94  (feet)  COMP
 TB0153  MODELED GRAV-     980,801.1   (mgal)                       NAVD 88
 TB0153
 TB0153  VERT ORDER  -  FIRST     CLASS II
 TB0153
 TB0153.The horizontal coordinates were scaled from a topographic map and have
 TB0153.an estimated accuracy of +/- 6 seconds.
 TB0153
 TB0153.The orthometric height was determined by differential leveling
 TB0153.and adjusted by the National Geodetic Survey in June 1991..
 TB0153
 TB0153.The geoid height was determined by GEOID03.
 TB0153
 TB0153.The dynamic height is computed by dividing the NAVD 88
 TB0153.geopotential number by the normal gravity value computed on the
 TB0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0153.degrees latitude (g = 980.6199 gals.).
 TB0153
 TB0153.The modeled gravity was interpolated from observed gravity values.
 TB0153
 TB0153;                    North         East    Units  Estimated Accuracy
 TB0153;SPC MN N     -   306,950.      810,110.      MT  (+/- 180 meters Scaled)
 TB0153
 TB0153                          SUPERSEDED SURVEY CONTROL
 TB0153
 TB0153  NGVD 29 (??/??/92)  374.140  (m)         1227.49   (f) ADJ UNCH    1 2
 TB0153
 TB0153.Superseded values are not recommended for survey control.
 TB0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0153.See file dsdata.txt to determine how the superseded data were derived.
 TB0153
 TB0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP026564(NAD 83)
 TB0153_MARKER: DD = SURVEY DISK
 TB0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TB0153_SP_SET: ANTENNA BASE
 TB0153_STAMPING: 6922 C 1973
 TB0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TB0153
 TB0153  HISTORY     - Date     Condition        Report By
 TB0153  HISTORY     - 1973     MONUMENTED       MNDT
 TB0153  HISTORY     - 1979     GOOD             NGS
 TB0153
 TB0153                          STATION DESCRIPTION
 TB0153
 TB0153'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0153'11.6 MI ESE FROM RAY.
 TB0153'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 217 AT RAY, GO
 TB0153'EAST AND SOUTHEAST FOR 10 MILES TO JUNCTION OF COUNTY ROAD 765 (ASH
 TB0153'RIVER TRAIL), THENCE CONTINUE SOUTHEAST AND SOUTH FOR 2.2 MILES
 TB0153'(MILEPOST 133.95) TO DRIVEWAY TO DISTRICT FORESTRY OFFICE AND GARAGE
 TB0153'(11.55 MILES NORTH-NORTHWEST OF ASH LAKE), THENCE EAST ON DRIVE FOR
 TB0153'0.05 MILE TO THE MARK.  THE MARK IS 9.3 EAST OF EAST WALL OF DISTRICT
 TB0153'FORESTRY OFFICE AND GARAGE (1 STORY YELLOW FRAME BUILDING), 21.8 FEET
 TB0153'NORTHEAST OF THE SOUTHEAST CORNER OF FORESTRY OFFICE AND 0.4 FOOT WEST
 TB0153'OF A STEEL FLAG POLE.  THE MARK IS SET IN A RADIO ANTENNA BASE. THE
 TB0153'BASE IS A 3.5 FEET DIAMETER, 55 GALLON DRUM FILLED WITH CONCRETE SET
 TB0153'ON 18 INCH CONCRETE PAD FLUSH WITH THE GROUND.  THE ANTENNA IS 60 FEET
 TB0153'HIGH.  SW 1/4 SECTION 19, T 68N, R 20W.
 TB0153
 TB0153                          STATION RECOVERY (1979)
 TB0153
 TB0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0158 ***********************************************************************
 TB0158  DESIGNATION -  6922 D
 TB0158  PID         -  TB0158
 TB0158  STATE/COUNTY-  MN/ST LOUIS
 TB0158  USGS QUAD   -  ASH RIVER SW (1986)
 TB0158
 TB0158                         *CURRENT SURVEY CONTROL
 TB0158  ___________________________________________________________________
 TB0158* NAD 83(1986)-  48 20 42.     (N)    092 57 58.     (W)     SCALED    
 TB0158* NAVD 88     -       389.282  (meters)    1277.17   (feet)  ADJUSTED  
 TB0158  ___________________________________________________________________
 TB0158  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 TB0158  DYNAMIC HT  -         389.360 (meters)    1277.43  (feet)  COMP
 TB0158  MODELED GRAV-     980,798.7   (mgal)                       NAVD 88
 TB0158
 TB0158  VERT ORDER  -  FIRST     CLASS II
 TB0158
 TB0158.The horizontal coordinates were scaled from a topographic map and have
 TB0158.an estimated accuracy of +/- 6 seconds.
 TB0158
 TB0158.The orthometric height was determined by differential leveling
 TB0158.and adjusted by the National Geodetic Survey in June 1991..
 TB0158
 TB0158.The geoid height was determined by GEOID03.
 TB0158
 TB0158.The dynamic height is computed by dividing the NAVD 88
 TB0158.geopotential number by the normal gravity value computed on the
 TB0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0158.degrees latitude (g = 980.6199 gals.).
 TB0158
 TB0158.The modeled gravity was interpolated from observed gravity values.
 TB0158
 TB0158;                    North         East    Units  Estimated Accuracy
 TB0158;SPC MN N     -   305,130.      809,920.      MT  (+/- 180 meters Scaled)
 TB0158
 TB0158                          SUPERSEDED SURVEY CONTROL
 TB0158
 TB0158  NGVD 29 (??/??/92)  388.920  (m)         1275.98   (f) ADJ UNCH    1 2
 TB0158
 TB0158.Superseded values are not recommended for survey control.
 TB0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0158.See file dsdata.txt to determine how the superseded data were derived.
 TB0158
 TB0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP025546(NAD 83)
 TB0158_MARKER: DD = SURVEY DISK
 TB0158_SETTING: 66 = SET IN ROCK OUTCROP
 TB0158_SP_SET: ROCK LEDGE
 TB0158_STAMPING: 6922-E 1973
 TB0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0158+STABILITY: POSITION/ELEVATION WELL
 TB0158
 TB0158  HISTORY     - Date     Condition        Report By
 TB0158  HISTORY     - 1973     MONUMENTED       MNDT
 TB0158  HISTORY     - 1979     GOOD             NGS
 TB0158
 TB0158                          STATION DESCRIPTION
 TB0158
 TB0158'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0158'11.5 MI ESE FROM RAY.
 TB0158'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 217 AT RAY GO
 TB0158'EAST, SOUTHEAST AND SOUTH FOR 13.45 MILES (MILEPOST 132.8) TO JUNCTION
 TB0158'OF COUNTY ROAD 521 AT HOFFMAN STORE (10.4 MILES NORTH-NORTHWEST OF ASH
 TB0158'LAKE), THENCE WESTERLY ON COUNTY ROAD 521 FOR 0.1 MILE AND MARK ON THE
 TB0158'LEFT.  THE MARK IS 26 FEET SOUTH OF THE CENTER OF COUNTY ROAD 521,
 TB0158'58.8 FEET EAST OF TELEPHONE POLE (WITH GUY WIRE), 13 FEET NORTH OF
 TB0158'OVERHEAD TELEPHONE LINE AND 7.3 FEET NORTH-NORTHEAST OF A STEEL
 TB0158'WITNESS POST.  THE MARK IS SET IN A DRILL HOLE IN A 10 FOOT X 40 FOOT
 TB0158'ROCK LEDGE, IS ABOUT LEVEL WITH COUNTY ROAD 521 AND 25 FEET HIGHER
 TB0158'THAN TRUNK HIGHWAY 53.  SE 1/4 SECTION 25, T 68N, R 2W.
 TB0158
 TB0158                          STATION RECOVERY (1979)
 TB0158
 TB0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0160 ***********************************************************************
 TB0160  DESIGNATION -  6922 E
 TB0160  PID         -  TB0160
 TB0160  STATE/COUNTY-  MN/ST LOUIS
 TB0160  USGS QUAD   -  ASH RIVER SW (1986)
 TB0160
 TB0160                         *CURRENT SURVEY CONTROL
 TB0160  ___________________________________________________________________
 TB0160* NAD 83(1986)-  48 19 24.     (N)    092 57 46.     (W)     SCALED    
 TB0160* NAVD 88     -       372.308  (meters)    1221.48   (feet)  ADJUSTED  
 TB0160  ___________________________________________________________________
 TB0160  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 TB0160  DYNAMIC HT  -         372.381 (meters)    1221.72  (feet)  COMP
 TB0160  MODELED GRAV-     980,795.5   (mgal)                       NAVD 88
 TB0160
 TB0160  VERT ORDER  -  FIRST     CLASS II
 TB0160
 TB0160.The horizontal coordinates were scaled from a topographic map and have
 TB0160.an estimated accuracy of +/- 6 seconds.
 TB0160
 TB0160.The orthometric height was determined by differential leveling
 TB0160.and adjusted by the National Geodetic Survey in June 1991..
 TB0160
 TB0160.The geoid height was determined by GEOID03.
 TB0160
 TB0160.The dynamic height is computed by dividing the NAVD 88
 TB0160.geopotential number by the normal gravity value computed on the
 TB0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0160.degrees latitude (g = 980.6199 gals.).
 TB0160
 TB0160.The modeled gravity was interpolated from observed gravity values.
 TB0160
 TB0160;                    North         East    Units  Estimated Accuracy
 TB0160;SPC MN N     -   302,720.      810,180.      MT  (+/- 180 meters Scaled)
 TB0160
 TB0160                          SUPERSEDED SURVEY CONTROL
 TB0160
 TB0160  NGVD 29 (??/??/92)  371.953  (m)         1220.32   (f) ADJ UNCH    1 2
 TB0160
 TB0160.Superseded values are not recommended for survey control.
 TB0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0160.See file dsdata.txt to determine how the superseded data were derived.
 TB0160
 TB0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP027522(NAD 83)
 TB0160_MARKER: DD = SURVEY DISK
 TB0160_SETTING: 66 = SET IN ROCK OUTCROP
 TB0160_SP_SET: ROCK LEDGE
 TB0160_STAMPING: 6922-E 1973
 TB0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0160+STABILITY: POSITION/ELEVATION WELL
 TB0160
 TB0160  HISTORY     - Date     Condition        Report By
 TB0160  HISTORY     - 1973     MONUMENTED       MNDT
 TB0160  HISTORY     - 1979     GOOD             NGS
 TB0160
 TB0160                          STATION DESCRIPTION
 TB0160
 TB0160'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0160'12.6 MI SE FROM RAY.
 TB0160'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 217 AT RAY, GO
 TB0160'EAST, SOUTHEAST AND SOUTH ON TRUNK HIGHWAY 53 FOR 13.45 MILES TO
 TB0160'JUNCTION OF COUNTY ROAD 521 (WEST) AT HOFFMANS STORE, THENCE CONTINUE
 TB0160'SOUTH FOR 1.3 MILES (8.15 MILES NORTH-NORTHWEST OF ASH LAKE) AND MARK
 TB0160'ON THE RIGHT (MILEPOST 131.55).  THE MARK IS 78 FEET WEST OF THE
 TB0160'CENTERLINE OF TRUNK HIGHWAY 53, 42.3 FEET EAST-SOUTHEAST OF A 20-INCH
 TB0160'NORWAY PINE AND 79.7 FEET WEST OF A STEEL WITNESS POST.  THE MARK IS
 TB0160'SET IN A DRILL HOLE IN A 10 FOOT BY 15 FOOT EXPOSED ROCK LEDGE.  NW
 TB0160'1/4 SECTION 6, T 67N, R 20W.
 TB0160
 TB0160                          STATION RECOVERY (1979)
 TB0160
 TB0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0169 ***********************************************************************
 TB0169  DESIGNATION -  6922 F
 TB0169  PID         -  TB0169
 TB0169  STATE/COUNTY-  MN/ST LOUIS
 TB0169  USGS QUAD   -  ASH RIVER SW (1986)
 TB0169
 TB0169                         *CURRENT SURVEY CONTROL
 TB0169  ___________________________________________________________________
 TB0169* NAD 83(1986)-  48 17 55.     (N)    092 58 12.     (W)     SCALED    
 TB0169* NAVD 88     -       391.051  (meters)    1282.97   (feet)  ADJUSTED  
 TB0169  ___________________________________________________________________
 TB0169  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 TB0169  DYNAMIC HT  -         391.126 (meters)    1283.22  (feet)  COMP
 TB0169  MODELED GRAV-     980,791.8   (mgal)                       NAVD 88
 TB0169
 TB0169  VERT ORDER  -  FIRST     CLASS II
 TB0169
 TB0169.The horizontal coordinates were scaled from a topographic map and have
 TB0169.an estimated accuracy of +/- 6 seconds.
 TB0169
 TB0169.The orthometric height was determined by differential leveling
 TB0169.and adjusted by the National Geodetic Survey in June 1991..
 TB0169
 TB0169.The geoid height was determined by GEOID03.
 TB0169
 TB0169.The dynamic height is computed by dividing the NAVD 88
 TB0169.geopotential number by the normal gravity value computed on the
 TB0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0169.degrees latitude (g = 980.6199 gals.).
 TB0169
 TB0169.The modeled gravity was interpolated from observed gravity values.
 TB0169
 TB0169;                    North         East    Units  Estimated Accuracy
 TB0169;SPC MN N     -   299,970.      809,650.      MT  (+/- 180 meters Scaled)
 TB0169
 TB0169                          SUPERSEDED SURVEY CONTROL
 TB0169
 TB0169  NGVD 29 (??/??/92)  390.706  (m)         1281.84   (f) ADJ UNCH    1 2
 TB0169
 TB0169.Superseded values are not recommended for survey control.
 TB0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0169.See file dsdata.txt to determine how the superseded data were derived.
 TB0169
 TB0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP022494(NAD 83)
 TB0169_MARKER: DD = SURVEY DISK
 TB0169_SETTING: 66 = SET IN ROCK OUTCROP
 TB0169_SP_SET: ROCK LEDGE
 TB0169_STAMPING: 6922-F 1973
 TB0169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0169+STABILITY: POSITION/ELEVATION WELL
 TB0169
 TB0169  HISTORY     - Date     Condition        Report By
 TB0169  HISTORY     - 1973     MONUMENTED       MNDT
 TB0169  HISTORY     - 1979     GOOD             NGS
 TB0169
 TB0169                          STATION DESCRIPTION
 TB0169
 TB0169'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0169'12.4 MI SE FROM RAY.
 TB0169'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 217 AT RAY, GO
 TB0169'SOUTHEAST ON TRUNK HIGHWAY 53 FOR 13.45 MILES TO JUNCTION OF COUNTY
 TB0169'ROAD 521 (WEST) AT HOFFMANS STORE, THENCE CONTINUE SOUTHERLY ON TRUNK
 TB0169'HIGHWAY 53 FOR 3.25 MILES (5.6 MILES NORTH OF ASH LAKE) AND MARK ON
 TB0169'THE LEFT (MILEPOST 129.6).  THE MARK IS 133 FEET EAST OF THE
 TB0169'CENTERLINE OF TRUNK HIGHWAY 53 AND 72 FEET EAST OF A STEEL WITNESS
 TB0169'POST.  THE MARK IS SET IN A DRILL HOLE IN LEDGE ROCK AND IS 5 FEET
 TB0169'ABOVE THE LEVEL OF TRUNK HIGHWAY 53.  NE 1/4 SECTION 13, T 67 N, R 21
 TB0169'W.
 TB0169
 TB0169                          STATION RECOVERY (1979)
 TB0169
 TB0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0183 ***********************************************************************
 TB0183  DESIGNATION -  6922 G
 TB0183  PID         -  TB0183
 TB0183  STATE/COUNTY-  MN/ST LOUIS
 TB0183  USGS QUAD   -  ASH RIVER SW (1986)
 TB0183
 TB0183                         *CURRENT SURVEY CONTROL
 TB0183  ___________________________________________________________________
 TB0183* NAD 83(1986)-  48 15 04.     (N)    092 56 05.     (W)     SCALED    
 TB0183* NAVD 88     -       387.795  (meters)    1272.29   (feet)  ADJUSTED  
 TB0183  ___________________________________________________________________
 TB0183  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 TB0183  DYNAMIC HT  -         387.867 (meters)    1272.53  (feet)  COMP
 TB0183  MODELED GRAV-     980,784.8   (mgal)                       NAVD 88
 TB0183
 TB0183  VERT ORDER  -  FIRST     CLASS II
 TB0183
 TB0183.The horizontal coordinates were scaled from a topographic map and have
 TB0183.an estimated accuracy of +/- 6 seconds.
 TB0183
 TB0183.The orthometric height was determined by differential leveling
 TB0183.and adjusted by the National Geodetic Survey in June 1991..
 TB0183
 TB0183.The geoid height was determined by GEOID03.
 TB0183
 TB0183.The dynamic height is computed by dividing the NAVD 88
 TB0183.geopotential number by the normal gravity value computed on the
 TB0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0183.degrees latitude (g = 980.6199 gals.).
 TB0183
 TB0183.The modeled gravity was interpolated from observed gravity values.
 TB0183
 TB0183;                    North         East    Units  Estimated Accuracy
 TB0183;SPC MN N     -   294,690.      812,270.      MT  (+/- 180 meters Scaled)
 TB0183
 TB0183                          SUPERSEDED SURVEY CONTROL
 TB0183
 TB0183  NGVD 29 (??/??/92)  387.459  (m)         1271.19   (f) ADJ UNCH    1 2
 TB0183
 TB0183.Superseded values are not recommended for survey control.
 TB0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0183.See file dsdata.txt to determine how the superseded data were derived.
 TB0183
 TB0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP048442(NAD 83)
 TB0183_MARKER: DD = SURVEY DISK
 TB0183_SETTING: 66 = SET IN ROCK OUTCROP
 TB0183_SP_SET: ROCK LEDGE
 TB0183_STAMPING: 6922-G 1973
 TB0183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0183+STABILITY: POSITION/ELEVATION WELL
 TB0183
 TB0183  HISTORY     - Date     Condition        Report By
 TB0183  HISTORY     - 1973     MONUMENTED       MNDT
 TB0183  HISTORY     - 1979     GOOD             NGS
 TB0183
 TB0183                          STATION DESCRIPTION
 TB0183
 TB0183'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0183'14.9 MI NNW FROM ORR.
 TB0183'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 23 (EAST) AT
 TB0183'ORR, GO NORTHERLY ON TRUNK HIGHWAY 53 FOR 15.8 MILES (2.2 MILES NORTH
 TB0183'OF ASH LAKE AND 2 MILES SOUTH OF SHEEP RANCH ROAD) AND MARK ON THE
 TB0183'LEFT (MILEPOST 125.7).  THE MARK IS 43.2 FEET WEST OF THE CENTERLINE
 TB0183'OF TRUNK HIGHWAY 53 AND 13 FEET EAST OF A STEEL WITNESS POST.  THE
 TB0183'MARK IS SET IN A DRILL HOLE IN A 20 FOOT X 50 FOOT EXPOSED LEDGE ROCK
 TB0183'AND IS 4 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 53.  SW SECTION 32, T
 TB0183'67 N, R 20 W.
 TB0183
 TB0183                          STATION RECOVERY (1979)
 TB0183
 TB0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0064 ***********************************************************************
 TB0064  DESIGNATION -  6922 J
 TB0064  PID         -  TB0064
 TB0064  STATE/COUNTY-  MN/ST LOUIS
 TB0064  USGS QUAD   -  ASH LAKE (1986)
 TB0064
 TB0064                         *CURRENT SURVEY CONTROL
 TB0064  ___________________________________________________________________
 TB0064* NAD 83(1986)-  48 12 04.     (N)    092 53 57.     (W)     SCALED    
 TB0064* NAVD 88     -       401.421  (meters)    1317.00   (feet)  ADJUSTED  
 TB0064  ___________________________________________________________________
 TB0064  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 TB0064  DYNAMIC HT  -         401.492 (meters)    1317.23  (feet)  COMP
 TB0064  MODELED GRAV-     980,776.9   (mgal)                       NAVD 88
 TB0064
 TB0064  VERT ORDER  -  FIRST     CLASS II
 TB0064
 TB0064.The horizontal coordinates were scaled from a topographic map and have
 TB0064.an estimated accuracy of +/- 6 seconds.
 TB0064
 TB0064.The orthometric height was determined by differential leveling
 TB0064.and adjusted by the National Geodetic Survey in June 1991..
 TB0064
 TB0064.The geoid height was determined by GEOID03.
 TB0064
 TB0064.The dynamic height is computed by dividing the NAVD 88
 TB0064.geopotential number by the normal gravity value computed on the
 TB0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0064.degrees latitude (g = 980.6199 gals.).
 TB0064
 TB0064.The modeled gravity was interpolated from observed gravity values.
 TB0064
 TB0064;                    North         East    Units  Estimated Accuracy
 TB0064;SPC MN N     -   289,140.      814,930.      MT  (+/- 180 meters Scaled)
 TB0064
 TB0064                          SUPERSEDED SURVEY CONTROL
 TB0064
 TB0064  NGVD 29 (??/??/92)  401.095  (m)         1315.93   (f) ADJ UNCH    1 2
 TB0064
 TB0064.Superseded values are not recommended for survey control.
 TB0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0064.See file dsdata.txt to determine how the superseded data were derived.
 TB0064
 TB0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP074386(NAD 83)
 TB0064_MARKER: DD = SURVEY DISK
 TB0064_SETTING: 66 = SET IN ROCK OUTCROP
 TB0064_SP_SET: ROCK LEDGE
 TB0064_STAMPING: 6922-J 1973
 TB0064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0064+STABILITY: POSITION/ELEVATION WELL
 TB0064
 TB0064  HISTORY     - Date     Condition        Report By
 TB0064  HISTORY     - 1973     MONUMENTED       MNDT
 TB0064  HISTORY     - 1979     GOOD             NGS
 TB0064
 TB0064                          STATION DESCRIPTION
 TB0064
 TB0064'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0064'10.2 MI NNW FROM ORR.
 TB0064'FORM THE JUNCTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 23 (EAST) AT
 TB0064'ORR, GO NORTHERLY ON TRUNK HIGHWAY 53 FOR 11.85 MILES (1.35 MILES
 TB0064'SOUTHEAST OF COUNTY ROAD 519 AT ASH LAKE) AND THE MARK ON THE RIGHT
 TB0064'(MILEPOST 121.7).  THE MARK IS 155.8 FEET EAST OF THE CENTERLINE OF
 TB0064'TRUNK HIGHWAY 53, 0.1 MILE NORTH-NORTHWEST OF TRAIL TO THE EAST, 24.4
 TB0064'FEET WEST OF A 15-INCH POPLAR, 10.6 FEET SOUTHWEST OF AN 8-INCH POPLAR
 TB0064'AND 104.3 FEET EAST OF A STEEL WITNESS POST.  THE MARK IS SET IN A
 TB0064'DRILL HOLE IN A 15 FOOT BY 8 FOOT EXPOSED LEDGE ROACK WHICH IS ABOUT
 TB0064'12 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 53.  SECTION 15, T 66N, R
 TB0064'20W.
 TB0064
 TB0064                          STATION RECOVERY (1979)
 TB0064
 TB0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0079 ***********************************************************************
 TB0079  DESIGNATION -  6922 K
 TB0079  PID         -  TB0079
 TB0079  STATE/COUNTY-  MN/ST LOUIS
 TB0079  USGS QUAD   -  ORR (1986)
 TB0079
 TB0079                         *CURRENT SURVEY CONTROL
 TB0079  ___________________________________________________________________
 TB0079* NAD 83(1986)-  48 06 43.     (N)    092 50 28.     (W)     SCALED    
 TB0079* NAVD 88     -       410.646  (meters)    1347.26   (feet)  ADJUSTED  
 TB0079  ___________________________________________________________________
 TB0079  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 TB0079  DYNAMIC HT  -         410.713 (meters)    1347.48  (feet)  COMP
 TB0079  MODELED GRAV-     980,762.3   (mgal)                       NAVD 88
 TB0079
 TB0079  VERT ORDER  -  FIRST     CLASS II
 TB0079
 TB0079.The horizontal coordinates were scaled from a topographic map and have
 TB0079.an estimated accuracy of +/- 6 seconds.
 TB0079
 TB0079.The orthometric height was determined by differential leveling
 TB0079.and adjusted by the National Geodetic Survey in June 1991..
 TB0079
 TB0079.The geoid height was determined by GEOID03.
 TB0079
 TB0079.The dynamic height is computed by dividing the NAVD 88
 TB0079.geopotential number by the normal gravity value computed on the
 TB0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0079.degrees latitude (g = 980.6199 gals.).
 TB0079
 TB0079.The modeled gravity was interpolated from observed gravity values.
 TB0079
 TB0079;                    North         East    Units  Estimated Accuracy
 TB0079;SPC MN N     -   279,240.      819,280.      MT  (+/- 180 meters Scaled)
 TB0079
 TB0079                          SUPERSEDED SURVEY CONTROL
 TB0079
 TB0079  NGVD 29 (??/??/92)  410.329  (m)         1346.22   (f) ADJ UNCH    1 2
 TB0079
 TB0079.Superseded values are not recommended for survey control.
 TB0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0079.See file dsdata.txt to determine how the superseded data were derived.
 TB0079
 TB0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP118287(NAD 83)
 TB0079_MARKER: DD = SURVEY DISK
 TB0079_SETTING: 66 = SET IN ROCK OUTCROP
 TB0079_SP_SET: ROCK LEDGE
 TB0079_STAMPING: 6922-K 1973
 TB0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0079+STABILITY: POSITION/ELEVATION WELL
 TB0079
 TB0079  HISTORY     - Date     Condition        Report By
 TB0079  HISTORY     - 1973     MONUMENTED       MNDT
 TB0079  HISTORY     - 1979     GOOD             NGS
 TB0079
 TB0079                          STATION DESCRIPTION
 TB0079
 TB0079'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0079'4.1 MI N FROM ORR.
 TB0079'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 23 (EAST) AT
 TB0079'ORR, GO NORTHERLY ON TRUNK HIGHWAY 53 FOR 4.15 MILES TO JUNCTION OF
 TB0079'COUNTY ROAD 180 AT CUSSON.  THENCE CONTINUE NORTH ON TRUNK HIGHWAY 53
 TB0079'FOR 0.75 MILE (MILEPOST 114.8) AND MARK ON THE LEFT.  THE MARK IS 68
 TB0079'FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 53.  25 FEET EAST OF EAST
 TB0079'RAIL OF DULUTH WINNIPEG AND PACIFIC RAILROAD, 29.5 FEET
 TB0079'NORTH-NORTHWEST OF TELEPHONE POLE NUMBER 8, 30 FEET SOUTHWEST OF
 TB0079'12-INCH WHITE PINE AND 21.8 FEET NORTHWEST OF A STEEL WITNESS POST.
 TB0079'THE MARK IS SET IN A DRILL HOLE IN LEDGE ROCK ABOUT 10 FEET ABOVE THE
 TB0079'LEVEL OF THE TRACKS AND 5 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 53 AT
 TB0079'MILE MARKER 114.8.  SE 1/4 SECTION 13, T 65 N, R 20 W.
 TB0079
 TB0079                          STATION RECOVERY (1979)
 TB0079
 TB0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0089 ***********************************************************************
 TB0089  DESIGNATION -  6922 L
 TB0089  PID         -  TB0089
 TB0089  STATE/COUNTY-  MN/ST LOUIS
 TB0089  USGS QUAD   -  ORR (1986)
 TB0089
 TB0089                         *CURRENT SURVEY CONTROL
 TB0089  ___________________________________________________________________
 TB0089* NAD 83(1986)-  48 05 30.     (N)    092 49 37.     (W)     SCALED    
 TB0089* NAVD 88     -       401.434  (meters)    1317.04   (feet)  ADJUSTED  
 TB0089  ___________________________________________________________________
 TB0089  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 TB0089  DYNAMIC HT  -         401.498 (meters)    1317.25  (feet)  COMP
 TB0089  MODELED GRAV-     980,759.7   (mgal)                       NAVD 88
 TB0089
 TB0089  VERT ORDER  -  FIRST     CLASS II
 TB0089
 TB0089.The horizontal coordinates were scaled from a topographic map and have
 TB0089.an estimated accuracy of +/- 6 seconds.
 TB0089
 TB0089.The orthometric height was determined by differential leveling
 TB0089.and adjusted by the National Geodetic Survey in June 1991..
 TB0089
 TB0089.The geoid height was determined by GEOID03.
 TB0089
 TB0089.The dynamic height is computed by dividing the NAVD 88
 TB0089.geopotential number by the normal gravity value computed on the
 TB0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0089.degrees latitude (g = 980.6199 gals.).
 TB0089
 TB0089.The modeled gravity was interpolated from observed gravity values.
 TB0089
 TB0089;                    North         East    Units  Estimated Accuracy
 TB0089;SPC MN N     -   276,990.      820,340.      MT  (+/- 180 meters Scaled)
 TB0089
 TB0089                          SUPERSEDED SURVEY CONTROL
 TB0089
 TB0089  NGVD 29 (??/??/92)  401.126  (m)         1316.03   (f) ADJ UNCH    1 2
 TB0089
 TB0089.Superseded values are not recommended for survey control.
 TB0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0089.See file dsdata.txt to determine how the superseded data were derived.
 TB0089
 TB0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP128265(NAD 83)
 TB0089_MARKER: DD = SURVEY DISK
 TB0089_SETTING: 66 = SET IN ROCK OUTCROP
 TB0089_SP_SET: ROCK LEDGE
 TB0089_STAMPING: 6922-L 1973
 TB0089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0089+STABILITY: POSITION/ELEVATION WELL
 TB0089
 TB0089  HISTORY     - Date     Condition        Report By
 TB0089  HISTORY     - 1973     MONUMENTED       MNDT
 TB0089  HISTORY     - 1979     GOOD             NGS
 TB0089
 TB0089                          STATION DESCRIPTION
 TB0089
 TB0089'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0089'2.8 MI N FROM ORR.
 TB0089'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 23 (EAST) AT
 TB0089'ORR, GO NORTHERLY ON TRUNK HIGHWAY 53 FOR 3.05 MILES (1.1 MILE SOUTH
 TB0089'AND EAST OF COUNTY ROAD 180 AT CUSSON) AND MARK ON THE RIGHT (MILEPOST
 TB0089'112.95).  THE MARK IS 126 FEET NORTH OF THE CENTERLINE OF TRUNK
 TB0089'HIGHWAY 53, 29 FEET NORTHEAST OF 10-INCH POPLAR TREE, 7 FEET SOUTHEAST
 TB0089'OF 10-INCH BALSAM FIR TREE AND 74 FEET NORTH OF STEEL WITNESS POST.
 TB0089'THE MARK IS SET IN A DRILL HOLE 10 FEET SOUTHWEST OF THE NORTHEAST END
 TB0089'OF AN EIGHT FOOT BY 30 FOOT EXPOSED LEDGE ROCK. THE MARK IS 10 FEET
 TB0089'ABOVE THE LEVEL OF TRUNK HIGHWAY 53.  NW 1/4 SECTION 30, T 65, R 19 W.
 TB0089
 TB0089                          STATION RECOVERY (1979)
 TB0089
 TB0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0090 ***********************************************************************
 TB0090  DESIGNATION -  6922 M
 TB0090  PID         -  TB0090
 TB0090  STATE/COUNTY-  MN/ST LOUIS
 TB0090  USGS QUAD   -  ORR (1986)
 TB0090
 TB0090                         *CURRENT SURVEY CONTROL
 TB0090  ___________________________________________________________________
 TB0090* NAD 83(1986)-  48 04 39.     (N)    092 49 25.     (W)     SCALED    
 TB0090* NAVD 88     -       406.498  (meters)    1333.65   (feet)  ADJUSTED  
 TB0090  ___________________________________________________________________
 TB0090  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 TB0090  DYNAMIC HT  -         406.562 (meters)    1333.86  (feet)  COMP
 TB0090  MODELED GRAV-     980,757.8   (mgal)                       NAVD 88
 TB0090
 TB0090  VERT ORDER  -  FIRST     CLASS II
 TB0090
 TB0090.The horizontal coordinates were scaled from a topographic map and have
 TB0090.an estimated accuracy of +/- 6 seconds.
 TB0090
 TB0090.The orthometric height was determined by differential leveling
 TB0090.and adjusted by the National Geodetic Survey in June 1991..
 TB0090
 TB0090.The geoid height was determined by GEOID03.
 TB0090
 TB0090.The dynamic height is computed by dividing the NAVD 88
 TB0090.geopotential number by the normal gravity value computed on the
 TB0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0090.degrees latitude (g = 980.6199 gals.).
 TB0090
 TB0090.The modeled gravity was interpolated from observed gravity values.
 TB0090
 TB0090;                    North         East    Units  Estimated Accuracy
 TB0090;SPC MN N     -   275,410.      820,590.      MT  (+/- 180 meters Scaled)
 TB0090
 TB0090                          SUPERSEDED SURVEY CONTROL
 TB0090
 TB0090  NGVD 29 (??/??/92)  406.187  (m)         1332.63   (f) ADJ UNCH    1 2
 TB0090
 TB0090.Superseded values are not recommended for survey control.
 TB0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0090.See file dsdata.txt to determine how the superseded data were derived.
 TB0090
 TB0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP131249(NAD 83)
 TB0090_MARKER: DD = SURVEY DISK
 TB0090_SETTING: 66 = SET IN ROCK OUTCROP
 TB0090_SP_SET: ROCK LEDGE
 TB0090_STAMPING: 6922-M
 TB0090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0090+STABILITY: POSITION/ELEVATION WELL
 TB0090
 TB0090  HISTORY     - Date     Condition        Report By
 TB0090  HISTORY     - UNK      MONUMENTED       MNDT
 TB0090  HISTORY     - 1973     GOOD             MNDT
 TB0090  HISTORY     - 1979     GOOD             NGS
 TB0090
 TB0090                          STATION DESCRIPTION
 TB0090
 TB0090'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0090'1.6 MI NNE FROM ORR.
 TB0090'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 23 (EAST) AT ORR
 TB0090'GO NORTHERLY ON TRUNK HIGHWAY 53 FOR 1.8 MILES (2.35 SOUTH AND EAST OF
 TB0090'COUNTY ROAD 180 AT CUSSON) TO ABANDONED ROADWAY SOUTH-SOUTHEAST AND
 TB0090'MARK ON THE RIGHT (MILEPOST 111.6).  THE MARK IS 128 FEET EAST OF THE
 TB0090'CENTERLINE OF TRUNK HIGHWAY 53, AND 92 FEET EAST OF THE CENTER OF
 TB0090'ABANDONED ROADWAY.  THE MARK IS SET IN A DRILL HOLE IN A 3 FOOT BY 5
 TB0090'FOOT EXPOSED LEDGE ROCK THAT IS 10 FEET ABOVE THE LEVEL OF TRUNK
 TB0090'HIGHWAY 53.  NE 1/4 SECTION 31, T 65, R 19 W.
 TB0090
 TB0090                          STATION RECOVERY (1979)
 TB0090
 TB0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0098 ***********************************************************************
 TB0098  DESIGNATION -  6922 P
 TB0098  PID         -  TB0098
 TB0098  STATE/COUNTY-  MN/ST LOUIS
 TB0098  USGS QUAD   -  ORR (1986)
 TB0098
 TB0098                         *CURRENT SURVEY CONTROL
 TB0098  ___________________________________________________________________
 TB0098* NAD 83(1986)-  48 01 59.     (N)    092 49 56.     (W)     SCALED    
 TB0098* NAVD 88     -       394.689  (meters)    1294.91   (feet)  ADJUSTED  
 TB0098  ___________________________________________________________________
 TB0098  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 TB0098  DYNAMIC HT  -         394.749 (meters)    1295.11  (feet)  COMP
 TB0098  MODELED GRAV-     980,751.9   (mgal)                       NAVD 88
 TB0098
 TB0098  VERT ORDER  -  SECOND    CLASS 0
 TB0098
 TB0098.The horizontal coordinates were scaled from a topographic map and have
 TB0098.an estimated accuracy of +/- 6 seconds.
 TB0098
 TB0098.The orthometric height was determined by differential leveling
 TB0098.and adjusted by the National Geodetic Survey in June 1991..
 TB0098
 TB0098.The geoid height was determined by GEOID03.
 TB0098
 TB0098.The dynamic height is computed by dividing the NAVD 88
 TB0098.geopotential number by the normal gravity value computed on the
 TB0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0098.degrees latitude (g = 980.6199 gals.).
 TB0098
 TB0098.The modeled gravity was interpolated from observed gravity values.
 TB0098
 TB0098;                    North         East    Units  Estimated Accuracy
 TB0098;SPC MN N     -   270,470.      819,970.      MT  (+/- 180 meters Scaled)
 TB0098
 TB0098                          SUPERSEDED SURVEY CONTROL
 TB0098
 TB0098  NGVD 29 (??/??/92)  394.382  (m)         1293.90   (f) ADJ UNCH    2 0
 TB0098
 TB0098.Superseded values are not recommended for survey control.
 TB0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0098.See file dsdata.txt to determine how the superseded data were derived.
 TB0098
 TB0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP125199(NAD 83)
 TB0098_MARKER: DD = SURVEY DISK
 TB0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TB0098_SP_SET: ABUTMENT
 TB0098_STAMPING: 6922-P 1973
 TB0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0098
 TB0098  HISTORY     - Date     Condition        Report By
 TB0098  HISTORY     - 1973     MONUMENTED       MNDT
 TB0098
 TB0098                          STATION DESCRIPTION
 TB0098
 TB0098'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0098'0.95 MI S FROM ORR.
 TB0098'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 23 (EAST) AT ORR
 TB0098'GO SOUTH OF TRUNK HIGHWAY 53 FOR 1.4 MILES TO JUNCTION OF COUNTY ROAD
 TB0098'23 WEST (MILEPOST 108.4).  THENCE WEST ON COUNTY ROAD 23 FOR 0.5 MILE
 TB0098'TO BRIDGE OVER THE PELICAN RIVER.  THE DISK IS SET IN THE SOUTHEAST
 TB0098'ABUTMENT OF THE BRIDGE AND IS 12.1 FEET SOUTH OF THE CENTERLINE OF
 TB0098'COUNTY ROAD 23 AND 12.3 FEET WEST OF EAST OF THE BRIDGE. THE MARK IS
 TB0098'0.5 FOOT ABOVE THE LEVEL OF COUNTY ROAD 23.  NE 1/4 SECTION 13, T 64
 TB0098'N, R 20 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0205 ***********************************************************************
 TB0205  DESIGNATION -  6922 Q
 TB0205  PID         -  TB0205
 TB0205  STATE/COUNTY-  MN/ST LOUIS
 TB0205  USGS QUAD   -  ORR (1986)
 TB0205
 TB0205                         *CURRENT SURVEY CONTROL
 TB0205  ___________________________________________________________________
 TB0205* NAD 83(1986)-  48 00 59.     (N)    092 49 51.     (W)     SCALED    
 TB0205* NAVD 88     -       396.424  (meters)    1300.60   (feet)  ADJUSTED  
 TB0205  ___________________________________________________________________
 TB0205  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 TB0205  DYNAMIC HT  -         396.483 (meters)    1300.79  (feet)  COMP
 TB0205  MODELED GRAV-     980,749.9   (mgal)                       NAVD 88
 TB0205
 TB0205  VERT ORDER  -  FIRST     CLASS II
 TB0205
 TB0205.The horizontal coordinates were scaled from a topographic map and have
 TB0205.an estimated accuracy of +/- 6 seconds.
 TB0205
 TB0205.The orthometric height was determined by differential leveling
 TB0205.and adjusted by the National Geodetic Survey in June 1991..
 TB0205
 TB0205.The geoid height was determined by GEOID03.
 TB0205
 TB0205.The dynamic height is computed by dividing the NAVD 88
 TB0205.geopotential number by the normal gravity value computed on the
 TB0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0205.degrees latitude (g = 980.6199 gals.).
 TB0205
 TB0205.The modeled gravity was interpolated from observed gravity values.
 TB0205
 TB0205;                    North         East    Units  Estimated Accuracy
 TB0205;SPC MN N     -   268,620.      820,080.      MT  (+/- 180 meters Scaled)
 TB0205
 TB0205                          SUPERSEDED SURVEY CONTROL
 TB0205
 TB0205  NGVD 29 (??/??/92)  396.121  (m)         1299.61   (f) ADJ UNCH    1 2
 TB0205
 TB0205.Superseded values are not recommended for survey control.
 TB0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0205.See file dsdata.txt to determine how the superseded data were derived.
 TB0205
 TB0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP126181(NAD 83)
 TB0205_MARKER: DD = SURVEY DISK
 TB0205_SETTING: 66 = SET IN ROCK OUTCROP
 TB0205_SP_SET: ROCK LEDGE
 TB0205_STAMPING: 6922-Q 1973
 TB0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0205+STABILITY: POSITION/ELEVATION WELL
 TB0205
 TB0205  HISTORY     - Date     Condition        Report By
 TB0205  HISTORY     - 1973     MONUMENTED       MNDT
 TB0205  HISTORY     - 1979     GOOD             NGS
 TB0205
 TB0205                          STATION DESCRIPTION
 TB0205
 TB0205'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0205'2.25 MI S FROM ORR.
 TB0205'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 23 (EAST) AT ORR
 TB0205'GO SOUTH ON TRUNK HIGHWAY 53 FOR 1.4 MILES TO JUNCTION COUNTY 23 WEST.
 TB0205'THENCE CONTINUE SOUTH ON TRUNK HIGHWAY 53 FOR 1.2 MILES TO DUMP ROAD
 TB0205'EAST (MILEPOST 107.3).  THENCE EASTERLY ALONG DUMP ROAD FOR 262 FEET
 TB0205'AND MARK ON THE RIGHT.  THE MARK IS 42 FEET SOUTH OF THE CENTER OF
 TB0205'DUMP ROAD ON CURVE, 37.4 FEET WEST OF A 6-INCH POPLAR, AND 24.8 FEET
 TB0205'SOUTH OF A STEEL WITNESS POST.  THE MARK IS SET IN A 13 FOOT BY 13
 TB0205'FOOT EXPOSED LEDGE ROCK AND IS 2.5 FEET ABOVE THE LEVEL OF THE DUMP
 TB0205'ROAD.  NW 1/4 SECTION 19, T 64N, R 19W.
 TB0205
 TB0205                          STATION RECOVERY (1979)
 TB0205
 TB0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0864 ***********************************************************************
 SJ0864  DESIGNATION -  6922 R
 SJ0864  PID         -  SJ0864
 SJ0864  STATE/COUNTY-  MN/ST LOUIS
 SJ0864  USGS QUAD   -  GHEEN (1986)
 SJ0864
 SJ0864                         *CURRENT SURVEY CONTROL
 SJ0864  ___________________________________________________________________
 SJ0864* NAD 83(1986)-  47 59 59.     (N)    092 49 52.     (W)     SCALED    
 SJ0864* NAVD 88     -       413.390  (meters)    1356.26   (feet)  ADJUSTED  
 SJ0864  ___________________________________________________________________
 SJ0864  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 SJ0864  DYNAMIC HT  -         413.454 (meters)    1356.47  (feet)  COMP
 SJ0864  MODELED GRAV-     980,753.8   (mgal)                       NAVD 88
 SJ0864
 SJ0864  VERT ORDER  -  FIRST     CLASS II
 SJ0864
 SJ0864.The horizontal coordinates were scaled from a topographic map and have
 SJ0864.an estimated accuracy of +/- 6 seconds.
 SJ0864
 SJ0864.The orthometric height was determined by differential leveling
 SJ0864.and adjusted by the National Geodetic Survey in June 1991..
 SJ0864
 SJ0864.The geoid height was determined by GEOID03.
 SJ0864
 SJ0864.The dynamic height is computed by dividing the NAVD 88
 SJ0864.geopotential number by the normal gravity value computed on the
 SJ0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0864.degrees latitude (g = 980.6199 gals.).
 SJ0864
 SJ0864.The modeled gravity was interpolated from observed gravity values.
 SJ0864
 SJ0864;                    North         East    Units  Estimated Accuracy
 SJ0864;SPC MN N     -   266,770.      820,060.      MT  (+/- 180 meters Scaled)
 SJ0864
 SJ0864                          SUPERSEDED SURVEY CONTROL
 SJ0864
 SJ0864  NGVD 29 (??/??/92)  413.093  (m)         1355.29   (f) ADJ UNCH    2 0
 SJ0864
 SJ0864.Superseded values are not recommended for survey control.
 SJ0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0864.See file dsdata.txt to determine how the superseded data were derived.
 SJ0864
 SJ0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP125162(NAD 83)
 SJ0864_MARKER: DD = SURVEY DISK
 SJ0864_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 SJ0864_SP_SET: UNSPECIFIED ROCK
 SJ0864_STAMPING: 6922-R 1973
 SJ0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0864
 SJ0864  HISTORY     - Date     Condition        Report By
 SJ0864  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0864  HISTORY     - 1979     GOOD             NGS
 SJ0864
 SJ0864                          STATION DESCRIPTION
 SJ0864
 SJ0864'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0864'2.4 MI NNW FROM GHEEN.
 SJ0864'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 23 (EAST) AT
 SJ0864'ORR, GO SOUTH ON TRUNK HIGHWAY 53 FOR 3.75 MILES (2.6 MILES NORTH OF
 SJ0864'GHEEN CORNERS) AND MARK ON THE LEFT (MILEPOST 106.15).  THE MARK IS
 SJ0864'104 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 53, 30 FEET EAST OF
 SJ0864'CENTER OF TRAIL, 14 FEET EAST OF WEST FACE OF 20-FOOT BY 20-FOOT ROCK
 SJ0864'LEDGE, 5 FEET EAST OF FENCE LINE, 56 FEET NORTH-NORTHEAST OF TELEPHONE
 SJ0864'POLE NUMBER 390, AND 39 FEET EAST OF A STEEL WITNESS POST. THE MARK IS
 SJ0864'SET IN A DRILL HOLE IN ROCK AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 53.
 SJ0864'SW 1/4 SECTION 30, T64N, R19W.
 SJ0864
 SJ0864                          STATION RECOVERY (1979)
 SJ0864
 SJ0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SJ0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0865 ***********************************************************************
 SJ0865  DESIGNATION -  6922 S
 SJ0865  PID         -  SJ0865
 SJ0865  STATE/COUNTY-  MN/ST LOUIS
 SJ0865  USGS QUAD   -  GHEEN (1986)
 SJ0865
 SJ0865                         *CURRENT SURVEY CONTROL
 SJ0865  ___________________________________________________________________
 SJ0865* NAD 83(1986)-  47 58 41.     (N)    092 49 53.     (W)     SCALED    
 SJ0865* NAVD 88     -       454.925  (meters)    1492.53   (feet)  ADJUSTED  
 SJ0865  ___________________________________________________________________
 SJ0865  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 SJ0865  DYNAMIC HT  -         454.995 (meters)    1492.76  (feet)  COMP
 SJ0865  MODELED GRAV-     980,752.6   (mgal)                       NAVD 88
 SJ0865
 SJ0865  VERT ORDER  -  FIRST     CLASS II
 SJ0865
 SJ0865.The horizontal coordinates were scaled from a topographic map and have
 SJ0865.an estimated accuracy of +/- 6 seconds.
 SJ0865
 SJ0865.The orthometric height was determined by differential leveling
 SJ0865.and adjusted by the National Geodetic Survey in June 1991..
 SJ0865
 SJ0865.The geoid height was determined by GEOID03.
 SJ0865
 SJ0865.The dynamic height is computed by dividing the NAVD 88
 SJ0865.geopotential number by the normal gravity value computed on the
 SJ0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0865.degrees latitude (g = 980.6199 gals.).
 SJ0865
 SJ0865.The modeled gravity was interpolated from observed gravity values.
 SJ0865
 SJ0865;                    North         East    Units  Estimated Accuracy
 SJ0865;SPC MN N     -   264,360.      820,050.      MT  (+/- 180 meters Scaled)
 SJ0865
 SJ0865                          SUPERSEDED SURVEY CONTROL
 SJ0865
 SJ0865  NGVD 29 (??/??/92)  454.635  (m)         1491.58   (f) ADJ UNCH    1 2
 SJ0865
 SJ0865.Superseded values are not recommended for survey control.
 SJ0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0865.See file dsdata.txt to determine how the superseded data were derived.
 SJ0865
 SJ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP125138(NAD 83)
 SJ0865_MARKER: DD = SURVEY DISK
 SJ0865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ0865_SP_SET: BASE
 SJ0865_STAMPING: 6922-S 1973
 SJ0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ0865
 SJ0865  HISTORY     - Date     Condition        Report By
 SJ0865  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0865  HISTORY     - 1979     GOOD             NGS
 SJ0865
 SJ0865                          STATION DESCRIPTION
 SJ0865
 SJ0865'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0865'1.3 MI NW FROM GHEEN.
 SJ0865'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 23 (EAST) AT
 SJ0865'ORR, GO SOUTH ON TRUNK HIGHWAY 53 FOR 5.35 MILES TO GRAVEL ROAD RIGHT
 SJ0865'(1.05 MILES NORTH OF GHEEN CORNER AT MILEPOST 104.5).  THENCE WESTERLY
 SJ0865'ON GRAVEL ROAD FOR 0.25 MILES TO GHEEN LOOKOUT TOWER.  THE MARK IS 150
 SJ0865'FEET SOUTHWEST OF GHEEN FIRE TOWER, AND 255 FEET SOUTH-SOUTHEAST OF
 SJ0865'TRIANGULATION STATION GHEEN.  THE MARK IS SET IN A DRILL HOLE IN THE
 SJ0865'NORTHWEST CORNER OF 4 FOOT BY 4 FOOT CONCRETE BASE OF 250 FOOT HIGH
 SJ0865'RADIO TOWER AND IS 6 INCHES ABOVE THE GROUND.  NE SECTION1 ,T63N ,R
 SJ0865'20W. SECTION 1, T 63N, R 20W.
 SJ0865
 SJ0865                          STATION RECOVERY (1979)
 SJ0865
 SJ0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 SJ0865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0326 ***********************************************************************
 RN0326  DESIGNATION -  6923 A
 RN0326  PID         -  RN0326
 RN0326  STATE/COUNTY-  MN/ST LOUIS
 RN0326  USGS QUAD   -  ESKO (1993)
 RN0326
 RN0326                         *CURRENT SURVEY CONTROL
 RN0326  ___________________________________________________________________
 RN0326* NAD 83(1986)-  46 42 20.     (N)    092 17 11.     (W)     SCALED    
 RN0326* NAVD 88     -       355.026  (meters)    1164.78   (feet)  ADJUSTED  
 RN0326  ___________________________________________________________________
 RN0326  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 RN0326  DYNAMIC HT  -         355.055 (meters)    1164.88  (feet)  COMP
 RN0326  MODELED GRAV-     980,684.5   (mgal)                       NAVD 88
 RN0326
 RN0326  VERT ORDER  -  SECOND    CLASS 0
 RN0326
 RN0326.The horizontal coordinates were scaled from a topographic map and have
 RN0326.an estimated accuracy of +/- 6 seconds.
 RN0326
 RN0326.The orthometric height was determined by differential leveling
 RN0326.and adjusted by the National Geodetic Survey in June 1991..
 RN0326
 RN0326.The geoid height was determined by GEOID03.
 RN0326
 RN0326.The dynamic height is computed by dividing the NAVD 88
 RN0326.geopotential number by the normal gravity value computed on the
 RN0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0326.degrees latitude (g = 980.6199 gals.).
 RN0326
 RN0326.The modeled gravity was interpolated from observed gravity values.
 RN0326
 RN0326;                    North         East    Units  Estimated Accuracy
 RN0326;SPC MN N     -   123,180.      862,220.      MT  (+/- 180 meters Scaled)
 RN0326
 RN0326                          SUPERSEDED SURVEY CONTROL
 RN0326
 RN0326  NGVD 29 (??/??/92)  354.971  (m)         1164.60   (f) ADJ UNCH    2 0
 RN0326
 RN0326.Superseded values are not recommended for survey control.
 RN0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0326.See file dsdata.txt to determine how the superseded data were derived.
 RN0326
 RN0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM545726(NAD 83)
 RN0326_MARKER: DD = SURVEY DISK
 RN0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0326_SP_SET: BRIDGE
 RN0326_STAMPING: 6923-A 1948
 RN0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0326
 RN0326  HISTORY     - Date     Condition        Report By
 RN0326  HISTORY     - 1948     MONUMENTED       MNDT
 RN0326  HISTORY     - 1971     GOOD             MNDT
 RN0326
 RN0326                          STATION DESCRIPTION
 RN0326
 RN0326'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0326'IN ELDES CORNER.
 RN0326'MARK IS LOCATED AT ELDES CORNER, 0.35 MILES SOUTHEAST OF COUNTY ROAD
 RN0326'13, (MIDWAY ROAD) 0.25 MILES NORTHWEST OF COUNTY ROAD 3 (BECKS ROAD)
 RN0326'IN THE SOUTHEAST CORNER OF BRIDGE NO. 6546 (WALKWAY) TH 61 OVER THE
 RN0326'DULUTH, MISSABE AND IRON RANGE RAILROAD.  NE 1/4 SECTION 30, T 49N, R
 RN0326'15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0320 ***********************************************************************
 RN0320  DESIGNATION -  6923 B
 RN0320  PID         -  RN0320
 RN0320  STATE/COUNTY-  MN/ST LOUIS
 RN0320  USGS QUAD   -  WEST DULUTH (1993)
 RN0320
 RN0320                         *CURRENT SURVEY CONTROL
 RN0320  ___________________________________________________________________
 RN0320* NAD 83(1986)-  46 43 32.     (N)    092 13 23.     (W)     SCALED    
 RN0320* NAVD 88     -       365.505  (meters)    1199.16   (feet)  ADJUSTED  
 RN0320  ___________________________________________________________________
 RN0320  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN0320  DYNAMIC HT  -         365.540 (meters)    1199.28  (feet)  COMP
 RN0320  MODELED GRAV-     980,699.8   (mgal)                       NAVD 88
 RN0320
 RN0320  VERT ORDER  -  SECOND    CLASS I
 RN0320
 RN0320.The horizontal coordinates were scaled from a topographic map and have
 RN0320.an estimated accuracy of +/- 6 seconds.
 RN0320
 RN0320.The orthometric height was determined by differential leveling
 RN0320.and adjusted by the National Geodetic Survey in March 2005..
 RN0320
 RN0320.The geoid height was determined by GEOID03.
 RN0320
 RN0320.The dynamic height is computed by dividing the NAVD 88
 RN0320.geopotential number by the normal gravity value computed on the
 RN0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0320.degrees latitude (g = 980.6199 gals.).
 RN0320
 RN0320.The modeled gravity was interpolated from observed gravity values.
 RN0320
 RN0320;                    North         East    Units  Estimated Accuracy
 RN0320;SPC MN N     -   125,460.      867,040.      MT  (+/- 180 meters Scaled)
 RN0320
 RN0320                          SUPERSEDED SURVEY CONTROL
 RN0320
 RN0320  NAVD 88 (06/15/91)  365.509  (m)         1199.17   (f) UNKNOWN     2 0
 RN0320  NGVD 29 (??/??/92)  365.457  (m)         1199.00   (f) ADJ UNCH    2 0
 RN0320
 RN0320.Superseded values are not recommended for survey control.
 RN0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0320.See file dsdata.txt to determine how the superseded data were derived.
 RN0320
 RN0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM593749(NAD 83)
 RN0320_MARKER: DB = BENCH MARK DISK
 RN0320_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0320_SP_SET: BRIDGE ABUTMENT
 RN0320_STAMPING: 6923 B
 RN0320_MARK LOGO: MNDT  
 RN0320_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0320+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 RN0320
 RN0320  HISTORY     - Date     Condition        Report By
 RN0320  HISTORY     - 1949     MONUMENTED       MNDT
 RN0320  HISTORY     - 1971     GOOD             MNDT
 RN0320  HISTORY     - 19990401 GOOD             MNDT
 RN0320
 RN0320                          STATION DESCRIPTION
 RN0320
 RN0320'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0320'0.6 MI SSW FROM PROCTOR.
 RN0320'MARK IS LOCATED 0.6 MILES SOUTH ALONG COUNTY ROAD 14 (BOUNDARY AVENUE)
 RN0320'FROM THE JUNCTION OF COUNTY ROAD 14 AND TH 2 IN PROCTOR, THENCE, 0.25
 RN0320'MILES WEST ALONG FAI 35 TO THE SOUTH EAST CORNER (ABUTMENT) OF BRIDGE
 RN0320'NO. 6501, FAI 35 OVER THE DULUTH, MISSABE, AND IRON RANGE RAILROAD. SE
 RN0320'1/4 SECTION 15, T 49N, R 15W.
 RN0320
 RN0320                          STATION RECOVERY (1999)
 RN0320
 RN0320'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 RN0320'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0088 ***********************************************************************
 RN0088  DESIGNATION -  6923 C
 RN0088  PID         -  RN0088
 RN0088  STATE/COUNTY-  MN/ST LOUIS
 RN0088  USGS QUAD   -  ESKO (1993)
 RN0088
 RN0088                         *CURRENT SURVEY CONTROL
 RN0088  ___________________________________________________________________
 RN0088* NAD 83(1986)-  46 42 21.     (N)    092 17 30.     (W)     SCALED    
 RN0088* NAVD 88     -       337.908  (meters)    1108.62   (feet)  ADJUSTED  
 RN0088  ___________________________________________________________________
 RN0088  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 RN0088  DYNAMIC HT  -         337.935 (meters)    1108.71  (feet)  COMP
 RN0088  MODELED GRAV-     980,685.1   (mgal)                       NAVD 88
 RN0088
 RN0088  VERT ORDER  -  SECOND    CLASS 0
 RN0088
 RN0088.The horizontal coordinates were scaled from a topographic map and have
 RN0088.an estimated accuracy of +/- 6 seconds.
 RN0088
 RN0088.The orthometric height was determined by differential leveling
 RN0088.and adjusted by the National Geodetic Survey in June 1991..
 RN0088
 RN0088.The geoid height was determined by GEOID03.
 RN0088
 RN0088.The dynamic height is computed by dividing the NAVD 88
 RN0088.geopotential number by the normal gravity value computed on the
 RN0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0088.degrees latitude (g = 980.6199 gals.).
 RN0088
 RN0088.The modeled gravity was interpolated from observed gravity values.
 RN0088
 RN0088;                    North         East    Units  Estimated Accuracy
 RN0088;SPC MN N     -   123,210.      861,820.      MT  (+/- 180 meters Scaled)
 RN0088
 RN0088                          SUPERSEDED SURVEY CONTROL
 RN0088
 RN0088  NGVD 29 (??/??/92)  337.854  (m)         1108.44   (f) ADJ UNCH    2 0
 RN0088
 RN0088.Superseded values are not recommended for survey control.
 RN0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0088.See file dsdata.txt to determine how the superseded data were derived.
 RN0088
 RN0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM541727(NAD 83)
 RN0088_MARKER: DD = SURVEY DISK
 RN0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0088_SP_SET: BRIDGE
 RN0088_STAMPING: 6923-C 1949
 RN0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0088
 RN0088  HISTORY     - Date     Condition        Report By
 RN0088  HISTORY     - 1949     MONUMENTED       MNDT
 RN0088  HISTORY     - 1971     GOOD             MNDT
 RN0088  HISTORY     - 1979     MARK NOT FOUND   NGS
 RN0088
 RN0088                          STATION DESCRIPTION
 RN0088
 RN0088'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0088'3.4 MI E FROM ESKO.
 RN0088'MARK IS LOCATED 3.4 MILES EAST ALONG T.H. 61 FROM THE TRAFFIC LIGHTS
 RN0088'IN ESKO, 0.4 MILES EAST OF THE CARLETON-ST. LOUIS COUNTY LINE, IN THE
 RN0088'SOUTHEAST CORNER OF BRIDGE NO. 6200, THE DULUTH, MISSABE AND IRON
 RN0088'RANGE BRIDGE OVER T.H. 61.  NW 1/4 SECTION 30, T 49N, R 15W.
 RN0088
 RN0088                          STATION RECOVERY (1979)
 RN0088
 RN0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0087 ***********************************************************************
 RN0087  DESIGNATION -  6923 C 1
 RN0087  PID         -  RN0087
 RN0087  STATE/COUNTY-  MN/ST LOUIS
 RN0087  USGS QUAD   -  ESKO (1993)
 RN0087
 RN0087                         *CURRENT SURVEY CONTROL
 RN0087  ___________________________________________________________________
 RN0087* NAD 83(1986)-  46 42 12.     (N)    092 17 21.     (W)     SCALED    
 RN0087* NAVD 88     -       329.930  (meters)    1082.45   (feet)  ADJUSTED  
 RN0087  ___________________________________________________________________
 RN0087  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 RN0087  DYNAMIC HT  -         329.956 (meters)    1082.53  (feet)  COMP
 RN0087  MODELED GRAV-     980,685.6   (mgal)                       NAVD 88
 RN0087
 RN0087  VERT ORDER  -  SECOND    CLASS 0
 RN0087
 RN0087.The horizontal coordinates were scaled from a topographic map and have
 RN0087.an estimated accuracy of +/- 6 seconds.
 RN0087
 RN0087.The orthometric height was determined by differential leveling
 RN0087.and adjusted by the National Geodetic Survey in June 1991..
 RN0087
 RN0087.The geoid height was determined by GEOID03.
 RN0087
 RN0087.The dynamic height is computed by dividing the NAVD 88
 RN0087.geopotential number by the normal gravity value computed on the
 RN0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0087.degrees latitude (g = 980.6199 gals.).
 RN0087
 RN0087.The modeled gravity was interpolated from observed gravity values.
 RN0087
 RN0087;                    North         East    Units  Estimated Accuracy
 RN0087;SPC MN N     -   122,930.      862,010.      MT  (+/- 180 meters Scaled)
 RN0087
 RN0087                          SUPERSEDED SURVEY CONTROL
 RN0087
 RN0087  NGVD 29 (??/??/92)  329.876  (m)         1082.27   (f) ADJ UNCH    2 0
 RN0087
 RN0087.Superseded values are not recommended for survey control.
 RN0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0087.See file dsdata.txt to determine how the superseded data were derived.
 RN0087
 RN0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM543724(NAD 83)
 RN0087_MARKER: DD = SURVEY DISK
 RN0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0087_SP_SET: CULVERT
 RN0087_STAMPING: 6923-C1 1971
 RN0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0087
 RN0087  HISTORY     - Date     Condition        Report By
 RN0087  HISTORY     - 1971     MONUMENTED       MNDT
 RN0087
 RN0087                          STATION DESCRIPTION
 RN0087
 RN0087'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0087'3.6 MI E FROM ESKO.
 RN0087'MARK IS LOCATED 3.6 MILES EAST ALONG T.H. 61 FROM 16 TRAFFIC LIGHTS IN
 RN0087'ESKO, THENCE, 0.2 MILES SOUTHEAST ALONG COUNTY ROAD 3 (BECKS ROAD) 30
 RN0087'FEET NORTHEAST OF AND 8 FEET LOWER THAN THE CENTERLINE OF COUNTY ROAD
 RN0087'3, IN THE NORTHWEST CORNER (MOST NORTHERLY) OF THE NORTHEAST HEADWALL
 RN0087'OF A 72 INCH BOX CULVERT UNDER COUNTY ROAD 3.  NE 1/4 SECTION 30, T
 RN0087'49N, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0089 ***********************************************************************
 RN0089  DESIGNATION -  6923 C 2
 RN0089  PID         -  RN0089
 RN0089  STATE/COUNTY-  MN/ST LOUIS
 RN0089  USGS QUAD   -  ESKO (1993)
 RN0089
 RN0089                         *CURRENT SURVEY CONTROL
 RN0089  ___________________________________________________________________
 RN0089* NAD 83(1986)-  46 42 21.     (N)    092 17 50.     (W)     SCALED    
 RN0089* NAVD 88     -       344.584  (meters)    1130.52   (feet)  ADJUSTED  
 RN0089  ___________________________________________________________________
 RN0089  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 RN0089  DYNAMIC HT  -         344.612 (meters)    1130.61  (feet)  COMP
 RN0089  MODELED GRAV-     980,685.6   (mgal)                       NAVD 88
 RN0089
 RN0089  VERT ORDER  -  FIRST     CLASS II
 RN0089
 RN0089.The horizontal coordinates were scaled from a topographic map and have
 RN0089.an estimated accuracy of +/- 6 seconds.
 RN0089
 RN0089.The orthometric height was determined by differential leveling
 RN0089.and adjusted by the National Geodetic Survey in June 1991..
 RN0089
 RN0089.The geoid height was determined by GEOID03.
 RN0089
 RN0089.The dynamic height is computed by dividing the NAVD 88
 RN0089.geopotential number by the normal gravity value computed on the
 RN0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0089.degrees latitude (g = 980.6199 gals.).
 RN0089
 RN0089.The modeled gravity was interpolated from observed gravity values.
 RN0089
 RN0089;                    North         East    Units  Estimated Accuracy
 RN0089;SPC MN N     -   123,200.      861,400.      MT  (+/- 180 meters Scaled)
 RN0089
 RN0089                          SUPERSEDED SURVEY CONTROL
 RN0089
 RN0089  NGVD 29 (??/??/92)  344.529  (m)         1130.34   (f) ADJ UNCH    1 2
 RN0089
 RN0089.Superseded values are not recommended for survey control.
 RN0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0089.See file dsdata.txt to determine how the superseded data were derived.
 RN0089
 RN0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM537727(NAD 83)
 RN0089_MARKER: DB = BENCH MARK DISK
 RN0089_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0089_SP_SET: BRIDGE PIER
 RN0089_STAMPING: 6923 C 2 1971
 RN0089_MARK LOGO: MNDT  
 RN0089_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0089+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 RN0089
 RN0089  HISTORY     - Date     Condition        Report By
 RN0089  HISTORY     - 1971     MONUMENTED       MNDT
 RN0089  HISTORY     - 1979     GOOD             NGS
 RN0089  HISTORY     - 19990401 GOOD             MNDT
 RN0089
 RN0089                          STATION DESCRIPTION
 RN0089
 RN0089'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0089'0.5 MI W FROM ELDES CORNER.
 RN0089'MARK IS LOCATED 0.5 MILES WEST ALONG TH 61 FROM THE JUNCTION OF TH 61
 RN0089'AND COUNTY ROAD 13 (MIDWAY ROAD) THENCE, 0.2 MILES NORTHWEST ALONG THE
 RN0089'DULUTH MISSABE AND IRON RANGE RAILWAY, IN THE EASTERNMOST CORNER OF
 RN0089'THE FIRST PIER SOUTH OF THE TRACKS OF THE OVERHEAD RAILROAD CROSSING
 RN0089'FOR THE DULUTH, WINNIPEG AND PACIFIC RAILWAY.  NW 1/4 SECTION 30, T
 RN0089'49N, R 15W.  NOTE-- THIS MARK IS ALSO 3.0 MILES EAST ALONG TH 61 FROM
 RN0089'THE JUNCTION OF TH 61 AND COUNTY ROAD 1 IN ESKO, CARLTON COUNTY.
 RN0089
 RN0089                          STATION RECOVERY (1979)
 RN0089
 RN0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0089'RECOVERED IN GOOD CONDITION.
 RN0089
 RN0089                          STATION RECOVERY (1999)
 RN0089
 RN0089'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 RN0089'THE MARK WAS RECOVERED IN GOOD CONDITION 0.5 MI (0.8 KM) WEST OF ELDES
 RN0089'CORNER, IN BRIDGE PIER, 0.10 MI (0.16 KM) NNW ALONG CO RD 13 (MIDWAY
 RN0089'RD) FROM JCT FAI 35 AND CO RD 13 TO JCT CO RD 73, THEN WEST AND SOUTH
 RN0089'0.70 MI (1.13 KM) ALONG CO RD 73 TO JCT CO RD 900 (DAVEAU RD) , THEN
 RN0089'0.20 MI (0.32 KM) WEST ALONG DAVEAU RD, 90.0 FT (27.4 M) SW OF DAVEAU
 RN0089'RD, 19.7 FT (6.0 M) SW OF SOUTH RAIL, 30.9 FT (9.4 M) NE OF P-POLE
 RN0089'WITH TRANSFORMER, BRIDGE REMOVED BUT PIER INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0325 ***********************************************************************
 RN0325  DESIGNATION -  6923 D
 RN0325  PID         -  RN0325
 RN0325  STATE/COUNTY-  MN/ST LOUIS
 RN0325  USGS QUAD   -  ESKO (1993)
 RN0325
 RN0325                         *CURRENT SURVEY CONTROL
 RN0325  ___________________________________________________________________
 RN0325* NAD 83(1986)-  46 42 35.     (N)    092 16 50.     (W)     SCALED    
 RN0325* NAVD 88     -       352.983  (meters)    1158.08   (feet)  ADJUSTED  
 RN0325  ___________________________________________________________________
 RN0325  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 RN0325  DYNAMIC HT  -         353.010 (meters)    1158.17  (feet)  COMP
 RN0325  MODELED GRAV-     980,682.5   (mgal)                       NAVD 88
 RN0325
 RN0325  VERT ORDER  -  SECOND    CLASS 0
 RN0325
 RN0325.The horizontal coordinates were scaled from a topographic map and have
 RN0325.an estimated accuracy of +/- 6 seconds.
 RN0325
 RN0325.The orthometric height was determined by differential leveling
 RN0325.and adjusted by the National Geodetic Survey in June 1991..
 RN0325
 RN0325.The geoid height was determined by GEOID03.
 RN0325
 RN0325.The dynamic height is computed by dividing the NAVD 88
 RN0325.geopotential number by the normal gravity value computed on the
 RN0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0325.degrees latitude (g = 980.6199 gals.).
 RN0325
 RN0325.The modeled gravity was interpolated from observed gravity values.
 RN0325
 RN0325;                    North         East    Units  Estimated Accuracy
 RN0325;SPC MN N     -   123,650.      862,670.      MT  (+/- 180 meters Scaled)
 RN0325
 RN0325                          SUPERSEDED SURVEY CONTROL
 RN0325
 RN0325  NGVD 29 (??/??/92)  352.926  (m)         1157.89   (f) ADJ UNCH    2 0
 RN0325
 RN0325.Superseded values are not recommended for survey control.
 RN0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0325.See file dsdata.txt to determine how the superseded data were derived.
 RN0325
 RN0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM549731(NAD 83)
 RN0325_MARKER: DD = SURVEY DISK
 RN0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0325_SP_SET: CULVERT
 RN0325_STAMPING: 6923-D 1971
 RN0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0325
 RN0325  HISTORY     - Date     Condition        Report By
 RN0325  HISTORY     - 1971     MONUMENTED       MNDT
 RN0325
 RN0325                          STATION DESCRIPTION
 RN0325
 RN0325'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0325'IN ELDES CORNER.
 RN0325'MARK IS LOCATED IN ELDES CORNER, 0.15 MILES NORTH OF TH 61, 200 FEET
 RN0325'WEST OF COUNTY ROAD 13 (MIDWAY ROAD) 50 FEET WEST OF TOWNSHIP ROAD NO.
 RN0325'900, (ALSO ENTRANCE ROAD TO A CHURCH AND CEMETERY SOUTH) 23 FEET SOUTH
 RN0325'OF TOWNSHIP ROAD NO. 625, IN THE SOUTHEAST CORNER OF THE SOUTH HEADWAY
 RN0325'OF A 4 X 4 FT. BOX CULVERT UNDER TOWNSHIP ROAD NO. 625 AT A SMALL
 RN0325'CREEK.  SE 1/4 SECTION 19, T 49N, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0324 ***********************************************************************
 RN0324  DESIGNATION -  6923 E
 RN0324  PID         -  RN0324
 RN0324  STATE/COUNTY-  MN/ST LOUIS
 RN0324  USGS QUAD   -  ESKO (1993)
 RN0324
 RN0324                         *CURRENT SURVEY CONTROL
 RN0324  ___________________________________________________________________
 RN0324* NAD 83(1986)-  46 42 37.     (N)    092 16 23.     (W)     SCALED    
 RN0324* NAVD 88     -       367.942  (meters)    1207.16   (feet)  ADJUSTED  
 RN0324  ___________________________________________________________________
 RN0324  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 RN0324  DYNAMIC HT  -         367.970 (meters)    1207.25  (feet)  COMP
 RN0324  MODELED GRAV-     980,681.1   (mgal)                       NAVD 88
 RN0324
 RN0324  VERT ORDER  -  SECOND    CLASS 0
 RN0324
 RN0324.The horizontal coordinates were scaled from a topographic map and have
 RN0324.an estimated accuracy of +/- 6 seconds.
 RN0324
 RN0324.The orthometric height was determined by differential leveling
 RN0324.and adjusted by the National Geodetic Survey in June 1991..
 RN0324
 RN0324.The geoid height was determined by GEOID03.
 RN0324
 RN0324.The dynamic height is computed by dividing the NAVD 88
 RN0324.geopotential number by the normal gravity value computed on the
 RN0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0324.degrees latitude (g = 980.6199 gals.).
 RN0324
 RN0324.The modeled gravity was interpolated from observed gravity values.
 RN0324
 RN0324;                    North         East    Units  Estimated Accuracy
 RN0324;SPC MN N     -   123,720.      863,240.      MT  (+/- 180 meters Scaled)
 RN0324
 RN0324                          SUPERSEDED SURVEY CONTROL
 RN0324
 RN0324  NGVD 29 (??/??/92)  367.884  (m)         1206.97   (f) ADJ UNCH    2 0
 RN0324
 RN0324.Superseded values are not recommended for survey control.
 RN0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0324.See file dsdata.txt to determine how the superseded data were derived.
 RN0324
 RN0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM555732(NAD 83)
 RN0324_MARKER: DD = SURVEY DISK
 RN0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0324_SP_SET: CULVERT
 RN0324_STAMPING: 6923-E 1971
 RN0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0324
 RN0324  HISTORY     - Date     Condition        Report By
 RN0324  HISTORY     - 1971     MONUMENTED       MNDT
 RN0324
 RN0324                          STATION DESCRIPTION
 RN0324
 RN0324'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0324'0.45 MI E FROM ELDES CORNER.
 RN0324'MARK IS LOCATED 0.45 MILES EAST ALONG TH 61 FROM THE JUNCTION OF TH 61
 RN0324'AND COUNTY ROAD 13 IN ELDES CORNER, 50 FEET NORTH OF COUNTY ROAD NO.
 RN0324'625 (TH 61 SOUTH SERVICE ROAD) 50 FEET EAST OF THE CENTERLINE OF THE
 RN0324'TH 61 ACCESS FROM COUNTY ROAD 625 (ENTRANCE TO NOPEMING SANATORIUM) 25
 RN0324'FEET SOUTH OF AND 4 FEET LOWER THAN TH 61 NORTHBOUND CENTERLINE, IN
 RN0324'THE SOUTHEAST CORNER OF THE SOUTH HEADWALL OF A 4 X 4 FT. BOX CULVERT
 RN0324'UNDER TH 61.  SW 1/4 SECTION 20, T 49N, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0322 ***********************************************************************
 RN0322  DESIGNATION -  6923 F
 RN0322  PID         -  RN0322
 RN0322  STATE/COUNTY-  MN/ST LOUIS
 RN0322  USGS QUAD   -  ESKO (1993)
 RN0322
 RN0322                         *CURRENT SURVEY CONTROL
 RN0322  ___________________________________________________________________
 RN0322* NAD 83(1986)-  46 42 44.     (N)    092 15 31.     (W)     SCALED    
 RN0322* NAVD 88     -       395.799  (meters)    1298.55   (feet)  ADJUSTED  
 RN0322  ___________________________________________________________________
 RN0322  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 RN0322  DYNAMIC HT  -         395.830 (meters)    1298.65  (feet)  COMP
 RN0322  MODELED GRAV-     980,679.8   (mgal)                       NAVD 88
 RN0322
 RN0322  VERT ORDER  -  SECOND    CLASS I
 RN0322
 RN0322.The horizontal coordinates were scaled from a topographic map and have
 RN0322.an estimated accuracy of +/- 6 seconds.
 RN0322
 RN0322.The orthometric height was determined by differential leveling
 RN0322.and adjusted by the National Geodetic Survey in March 2005..
 RN0322
 RN0322.The geoid height was determined by GEOID03.
 RN0322
 RN0322.The dynamic height is computed by dividing the NAVD 88
 RN0322.geopotential number by the normal gravity value computed on the
 RN0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0322.degrees latitude (g = 980.6199 gals.).
 RN0322
 RN0322.The modeled gravity was interpolated from observed gravity values.
 RN0322
 RN0322;                    North         East    Units  Estimated Accuracy
 RN0322;SPC MN N     -   123,950.      864,340.      MT  (+/- 180 meters Scaled)
 RN0322
 RN0322                          SUPERSEDED SURVEY CONTROL
 RN0322
 RN0322  NAVD 88 (06/15/91)  395.723  (m)         1298.30   (f) UNKNOWN     2 0
 RN0322  NGVD 29 (??/??/92)  395.664  (m)         1298.11   (f) ADJ UNCH    2 0
 RN0322
 RN0322.Superseded values are not recommended for survey control.
 RN0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0322.See file dsdata.txt to determine how the superseded data were derived.
 RN0322
 RN0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM566734(NAD 83)
 RN0322_MARKER: DB = BENCH MARK DISK
 RN0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0322_STAMPING: 6923 F 1971
 RN0322_MARK LOGO: MNDT  
 RN0322_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0322+STABILITY: SURFACE MOTION
 RN0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0322+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 RN0322
 RN0322  HISTORY     - Date     Condition        Report By
 RN0322  HISTORY     - 1971     MONUMENTED       MNDT
 RN0322  HISTORY     - 1971     GOOD             MNDT
 RN0322  HISTORY     - 19990401 GOOD             MNDT
 RN0322
 RN0322                          STATION DESCRIPTION
 RN0322
 RN0322'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0322'1.0 MI E FROM ELDES CORNER.
 RN0322'MARK IS LOCATED 1.0 MILES EAST ALONG TH 61 FROM THE JUNCTION OF TH 61
 RN0322'AND COUNTY ROAD 13 (MIDWAY ROAD) AT ELDES CORNER, 165 FEET SOUTHEAST
 RN0322'OF THE CENTERLINE OF NORTHBOUND TH 61, ABOUT 250 FEET NORTHEAST OF A
 RN0322'ONE AND ONE-HALF STORY FRAME HOUSE (BROWN) 150 FEET EAST OF TOWNSHIP
 RN0322'ROAD 898 (LINDAHL ROAD) 100 FEET SOUTH OF TOWNSHIP ROAD 625 (SOUTH TH
 RN0322'61 SERVICE ROAD), 85 FEET SOUTH OF A ROW OF MAILBOXES (EAST-WEST) 1
 RN0322'FOOT NORTH-NORTHWEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST
 RN0322'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 21, T
 RN0322'49N, R 15W.
 RN0322
 RN0322                          STATION RECOVERY (1999)
 RN0322
 RN0322'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 RN0322'THE MARK WAS RECOVERED AS DESCRIBED.  59.8 FT (18.2 M) SOUTH OF CO RD
 RN0322'14, PROJECTS 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0243 ***********************************************************************
 RN0243  DESIGNATION -  6925 A
 RN0243  PID         -  RN0243
 RN0243  STATE/COUNTY-  MN/ST LOUIS
 RN0243  USGS QUAD   -  DULUTH (1993)
 RN0243
 RN0243                         *CURRENT SURVEY CONTROL
 RN0243  ___________________________________________________________________
 RN0243* NAD 83(1986)-  46 48 03.     (N)    092 04 37.     (W)     SCALED    
 RN0243* NAVD 88     -       199.533  (meters)     654.63   (feet)  ADJUSTED  
 RN0243  ___________________________________________________________________
 RN0243  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 RN0243  DYNAMIC HT  -         199.561 (meters)     654.73  (feet)  COMP
 RN0243  MODELED GRAV-     980,748.6   (mgal)                       NAVD 88
 RN0243
 RN0243  VERT ORDER  -  FIRST     CLASS II
 RN0243
 RN0243.The horizontal coordinates were scaled from a topographic map and have
 RN0243.an estimated accuracy of +/- 6 seconds.
 RN0243
 RN0243.The orthometric height was determined by differential leveling
 RN0243.and adjusted by the National Geodetic Survey in June 1991..
 RN0243
 RN0243.The geoid height was determined by GEOID03.
 RN0243
 RN0243.The dynamic height is computed by dividing the NAVD 88
 RN0243.geopotential number by the normal gravity value computed on the
 RN0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0243.degrees latitude (g = 980.6199 gals.).
 RN0243
 RN0243.The modeled gravity was interpolated from observed gravity values.
 RN0243
 RN0243;                    North         East    Units  Estimated Accuracy
 RN0243;SPC MN N     -   133,960.      878,100.      MT  (+/- 180 meters Scaled)
 RN0243
 RN0243                          SUPERSEDED SURVEY CONTROL
 RN0243
 RN0243  NGVD 29 (??/??/92)  199.533  (m)          654.63   (f) ADJ UNCH    1 2
 RN0243
 RN0243.Superseded values are not recommended for survey control.
 RN0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0243.See file dsdata.txt to determine how the superseded data were derived.
 RN0243
 RN0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM704834(NAD 83)
 RN0243_MARKER: DV = VERTICAL CONTROL DISK
 RN0243_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RN0243+WITH SETTING: PAVEMENT
 RN0243_SP_SET: FLAG POLE BASE
 RN0243_STAMPING: 6925 A 1971
 RN0243_MARK LOGO: MNDT  
 RN0243_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0243+STABILITY: SURFACE MOTION
 RN0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0243+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1991
 RN0243
 RN0243  HISTORY     - Date     Condition        Report By
 RN0243  HISTORY     - 1971     MONUMENTED       MNDT
 RN0243  HISTORY     - 1979     GOOD             NGS
 RN0243  HISTORY     - 19911007 GOOD             MNDT
 RN0243
 RN0243                          STATION DESCRIPTION
 RN0243
 RN0243'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0243'IN DULUTH.
 RN0243'MARK IS LOCATED 0.7 MILES NORTHEAST ALONG TH 61 (LONDON ROAD) FROM THE
 RN0243'JUNCTION OF TH 61 AND TH 23 (SUPERIOR STREET), 63 FEET SOUTHEAST OF
 RN0243'THE TH 61 CENTERLINE, 98 FEET NORTHEAST OF THE CENTERLINE OF 18TH
 RN0243'AVENUE EAST, 18 FEET NORTHWEST OF THE MOST WESTERLY CORNER OF A THREE
 RN0243'STORY BRICK BUILDING (SALTER SCHOOL), IN THE SOUTHWEST CORNER OF A
 RN0243'CONCRETE FLAG POLE BASE.  SW 1/4 SECTION 23, T50N, R14W.
 RN0243
 RN0243                          STATION RECOVERY (1979)
 RN0243
 RN0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0243'RECOVERED IN GOOD CONDITION.
 RN0243
 RN0243                          STATION RECOVERY (1991)
 RN0243
 RN0243'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 RN0243'THE MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9539 ***********************************************************************
 DE9539  DESIGNATION -  6927 A
 DE9539  PID         -  DE9539
 DE9539  STATE/COUNTY-  MN/ST LOUIS
 DE9539  USGS QUAD   -  PRAIRIE LAKE (1963)
 DE9539
 DE9539                         *CURRENT SURVEY CONTROL
 DE9539  ___________________________________________________________________
 DE9539* NAD 83(1996)-  46 51 35.43977(N)    092 54 41.38493(W)     ADJUSTED  
 DE9539* NAVD 88     -       385.4    (meters)    1264.     (feet)  GPS OBS   
 DE9539  ___________________________________________________________________
 DE9539  X           -    -221,931.962 (meters)                     COMP
 DE9539  Y           -  -4,363,673.830 (meters)                     COMP
 DE9539  Z           -   4,631,384.854 (meters)                     COMP
 DE9539  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 DE9539  ELLIP HEIGHT-         356.63  (meters)          (01/17/03) GPS OBS
 DE9539  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DE9539
 DE9539  HORZ ORDER  -  FIRST
 DE9539  ELLP ORDER  -  FOURTH    CLASS I
 DE9539
 DE9539.The horizontal coordinates were established by GPS observations
 DE9539.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9539
 DE9539.The orthometric height was determined by GPS observations and a
 DE9539.high-resolution geoid model.
 DE9539
 DE9539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9539
 DE9539.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9539
 DE9539.The ellipsoidal height was determined by GPS observations
 DE9539.and is referenced to NAD 83.
 DE9539
 DE9539.The geoid height was determined by GEOID03.
 DE9539
 DE9539;                    North         East     Units Scale Factor Converg.
 DE9539;SPC MN N     -   140,023.710   814,374.975   MT  1.00004643   +0 08 23.0
 DE9539;UTM  15      - 5,189,593.118   506,746.157   MT  0.99960056   +0 03 52.5
 DE9539
 DE9539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9539!SPC MN N     -   0.99994410  x   1.00004643  =   0.99999053
 DE9539!UTM  15      -   0.99994410  x   0.99960056  =   0.99954468
 DE9539
 DE9539:                Primary Azimuth Mark                     Grid Az
 DE9539:SPC MN N     -  6927 D                                   003 00 26.0
 DE9539:UTM  15      -  6927 D                                   003 04 56.5
 DE9539
 DE9539|---------------------------------------------------------------------|
 DE9539| PID    Reference Object                     Distance      Geod. Az  |
 DE9539|                                                           dddmmss.s |
 DE9539| DE9542 6927 D                              APPROX. 0.8 KM 0030849.0 |
 DE9539| DE9544 6927 F                              APPROX. 1.8 KM 1772817.3 |
 DE9539| DE9543 6927 E                              398.014 METERS 17813     |
 DE9539|---------------------------------------------------------------------|
 DE9539
 DE9539                          SUPERSEDED SURVEY CONTROL
 DE9539
 DE9539.No superseded survey control is available for this station.
 DE9539
 DE9539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0674689593(NAD 83)
 DE9539_MARKER: DB = BENCH MARK DISK
 DE9539_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DE9539_SP_SET: HEADWALL BOX CULVERT
 DE9539_STAMPING: 6927 A 1953
 DE9539_MARK LOGO: MNHD  
 DE9539_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9539+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1999
 DE9539
 DE9539  HISTORY     - Date     Condition        Report By
 DE9539  HISTORY     - 1953     MONUMENTED       MNDT
 DE9539  HISTORY     - 19990816 GOOD             MNDT
 DE9539
 DE9539                          STATION DESCRIPTION
 DE9539
 DE9539'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9539'4 MI (6.4 KM) SOUTH OF FLOODWOOD, 4.2 MI (6.8 KM) SOUTH ON TH 73 FROM
 DE9539'JCT OF TH 2, AT TH 73 MP 38.70, IN SE HEADWALL OF BOX CULVERT, 25 FT
 DE9539'(7.6 M) EAST OF TH 73, TH 73 STA 221+96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9540 ***********************************************************************
 DE9540  DESIGNATION -  6927 B
 DE9540  PID         -  DE9540
 DE9540  STATE/COUNTY-  MN/ST LOUIS
 DE9540  USGS QUAD   -  FLOODWOOD (1983)
 DE9540
 DE9540                         *CURRENT SURVEY CONTROL
 DE9540  ___________________________________________________________________
 DE9540* NAD 83(1996)-  46 54 42.29245(N)    092 54 39.22986(W)     ADJUSTED  
 DE9540* NAVD 88     -       387.215  (meters)    1270.39   (feet)  ADJUSTED  
 DE9540  ___________________________________________________________________
 DE9540  X           -    -221,672.512 (meters)                     COMP
 DE9540  Y           -  -4,359,470.357 (meters)                     COMP
 DE9540  Z           -   4,635,329.814 (meters)                     COMP
 DE9540  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 DE9540  ELLIP HEIGHT-         358.24  (meters)          (01/17/03) GPS OBS
 DE9540  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DE9540  DYNAMIC HT  -         387.240 (meters)    1270.47  (feet)  COMP
 DE9540  MODELED GRAV-     980,666.9   (mgal)                       NAVD 88
 DE9540
 DE9540  HORZ ORDER  -  FIRST
 DE9540  VERT ORDER  -  SECOND    CLASS I
 DE9540  ELLP ORDER  -  FOURTH    CLASS I
 DE9540
 DE9540.The horizontal coordinates were established by GPS observations
 DE9540.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9540
 DE9540.The orthometric height was determined by differential leveling
 DE9540.and adjusted by the National Geodetic Survey in December 2004..
 DE9540
 DE9540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9540
 DE9540.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9540
 DE9540.The ellipsoidal height was determined by GPS observations
 DE9540.and is referenced to NAD 83.
 DE9540
 DE9540.The geoid height was determined by GEOID03.
 DE9540
 DE9540.The dynamic height is computed by dividing the NAVD 88
 DE9540.geopotential number by the normal gravity value computed on the
 DE9540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9540.degrees latitude (g = 980.6199 gals.).
 DE9540
 DE9540.The modeled gravity was interpolated from observed gravity values.
 DE9540
 DE9540;                    North         East     Units Scale Factor Converg.
 DE9540;SPC MN N     -   145,794.072   814,406.509   MT  1.00003160   +0 08 24.6
 DE9540;UTM  15      - 5,195,360.904   506,785.239   MT  0.99960057   +0 03 54.3
 DE9540
 DE9540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9540!SPC MN N     -   0.99994385  x   1.00003160  =   0.99997545
 DE9540!UTM  15      -   0.99994385  x   0.99960057  =   0.99954444
 DE9540
 DE9540:                Primary Azimuth Mark                     Grid Az
 DE9540:SPC MN N     -  6927 C                                   180 11 57.5
 DE9540:UTM  15      -  6927 C                                   180 16 27.8
 DE9540
 DE9540|---------------------------------------------------------------------|
 DE9540| PID    Reference Object                     Distance      Geod. Az  |
 DE9540|                                                           dddmmss.s |
 DE9540| DE9541 6927 C                              APPROX. 0.9 KM 1802022.1 |
 DE9540|---------------------------------------------------------------------|
 DE9540
 DE9540                          SUPERSEDED SURVEY CONTROL
 DE9540
 DE9540  NAVD 88 (01/17/03)  387.21   (m)         1270.4    (f) LEVELING    3  
 DE9540
 DE9540.Superseded values are not recommended for survey control.
 DE9540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9540.See file dsdata.txt to determine how the superseded data were derived.
 DE9540
 DE9540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0678595361(NAD 83)
 DE9540_MARKER: DD = SURVEY DISK
 DE9540_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9540_STAMPING: 6927 B 1999
 DE9540_MARK LOGO: MNDT  
 DE9540_PROJECTION: FLUSH
 DE9540_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9540+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 DE9540_ROD/PIPE-DEPTH:  5.5 meters
 DE9540
 DE9540  HISTORY     - Date     Condition        Report By
 DE9540  HISTORY     - 1999     MONUMENTED       MNDT
 DE9540  HISTORY     - 20010816 GOOD             MNDT
 DE9540
 DE9540                          STATION DESCRIPTION
 DE9540
 DE9540'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9540'0.65 MI (1.05 KM) SOUTH OF FLOODWOOD, 0.65 MI (1.05 KM) SOUTH ALONG TH
 DE9540'73 FROM JCT OF TH 2, AT TH 73 MP 42.3, 67.0 FT (20.4 M) EAST OF TH 73,
 DE9540'16.1 FT (4.9 M) SSW OF P-POLE, 21 FT (6.4 M) N0RTH OF ENT, 3.0 FT (0.9
 DE9540'M) SOUTH OF WIT POST.
 DE9540
 DE9540                          STATION RECOVERY (2001)
 DE9540
 DE9540'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE9540'THE MARK IS 0.65 MI (1.05 KM) SOUTH OF FLOODWOOD, 0.65 MI (1.05 KM)
 DE9540'SOUTH ALONG TH 73 FROM JCT OF TH 73 AND TH 2 IN FLOODWOOD, AT TH 73 MP
 DE9540'42.3, 67 FT (20.4 M) EAST OF TH 73, 16.1 FT (4.9 M) SSW OF P-POLE, 21
 DE9540'FT (6.4 M) N0RTH OF ENT, 3.0 FT (0.9 M) SOUTH OF WIT POST, FLUSH,
 DE9540'MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 18 FT AND SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9541 ***********************************************************************
 DE9541  DESIGNATION -  6927 C
 DE9541  PID         -  DE9541
 DE9541  STATE/COUNTY-  MN/ST LOUIS
 DE9541  USGS QUAD   -  FLOODWOOD (1983)
 DE9541
 DE9541                         *CURRENT SURVEY CONTROL
 DE9541  ___________________________________________________________________
 DE9541* NAD 83(1996)-  46 54 12.17928(N)    092 54 39.49019(W)     ADJUSTED  
 DE9541* NAVD 88     -       389.014  (meters)    1276.29   (feet)  ADJUSTED  
 DE9541  ___________________________________________________________________
 DE9541  X           -    -221,712.565 (meters)                     COMP
 DE9541  Y           -  -4,360,149.545 (meters)                     COMP
 DE9541  Z           -   4,634,695.818 (meters)                     COMP
 DE9541  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DE9541  ELLIP HEIGHT-         360.06  (meters)          (01/17/03) GPS OBS
 DE9541  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DE9541  DYNAMIC HT  -         389.039 (meters)    1276.37  (feet)  COMP
 DE9541  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 DE9541
 DE9541  HORZ ORDER  -  FIRST
 DE9541  VERT ORDER  -  SECOND    CLASS I
 DE9541  ELLP ORDER  -  FOURTH    CLASS I
 DE9541
 DE9541.The horizontal coordinates were established by GPS observations
 DE9541.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9541
 DE9541.The orthometric height was determined by differential leveling
 DE9541.and adjusted by the National Geodetic Survey in December 2004..
 DE9541
 DE9541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9541
 DE9541.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9541
 DE9541.The ellipsoidal height was determined by GPS observations
 DE9541.and is referenced to NAD 83.
 DE9541
 DE9541.The geoid height was determined by GEOID03.
 DE9541
 DE9541.The dynamic height is computed by dividing the NAVD 88
 DE9541.geopotential number by the normal gravity value computed on the
 DE9541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9541.degrees latitude (g = 980.6199 gals.).
 DE9541
 DE9541.The modeled gravity was interpolated from observed gravity values.
 DE9541
 DE9541;                    North         East     Units Scale Factor Converg.
 DE9541;SPC MN N     -   144,864.127   814,403.274   MT  1.00003394   +0 08 24.4
 DE9541;UTM  15      - 5,194,431.366   506,780.787   MT  0.99960057   +0 03 54.0
 DE9541
 DE9541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9541!SPC MN N     -   0.99994356  x   1.00003394  =   0.99997750
 DE9541!UTM  15      -   0.99994356  x   0.99960057  =   0.99954416
 DE9541
 DE9541:                Primary Azimuth Mark                     Grid Az
 DE9541:SPC MN N     -  6927 B                                   000 11 57.5
 DE9541:UTM  15      -  6927 B                                   000 16 27.9
 DE9541
 DE9541|---------------------------------------------------------------------|
 DE9541| PID    Reference Object                     Distance      Geod. Az  |
 DE9541|                                                           dddmmss.s |
 DE9541| DE9540 6927 B                              APPROX. 0.9 KM 0002021.9 |
 DE9541|---------------------------------------------------------------------|
 DE9541
 DE9541                          SUPERSEDED SURVEY CONTROL
 DE9541
 DE9541  NAVD 88 (01/17/03)  389.01   (m)         1276.3    (f) LEVELING    3  
 DE9541
 DE9541.Superseded values are not recommended for survey control.
 DE9541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9541.See file dsdata.txt to determine how the superseded data were derived.
 DE9541
 DE9541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0678194431(NAD 83)
 DE9541_MARKER: DD = SURVEY DISK
 DE9541_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9541_STAMPING: 6927 C 1999
 DE9541_MARK LOGO: MNDT  
 DE9541_PROJECTION: FLUSH
 DE9541_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9541+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 DE9541_ROD/PIPE-DEPTH: 12.2 meters
 DE9541
 DE9541  HISTORY     - Date     Condition        Report By
 DE9541  HISTORY     - 1999     MONUMENTED       MNDT
 DE9541  HISTORY     - 20010816 GOOD             MNDT
 DE9541
 DE9541                          STATION DESCRIPTION
 DE9541
 DE9541'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9541'1.2 MI (1.9 KM) SOUTH OF FLOODWOOD, 1.2 MI (1.9 KM) SOUTH ALONG TH 73
 DE9541'FROM JCT OF TH 2, AT TH 73 MP 41.75, 76.0 FT (23.2 M) EAST OF TH 73,
 DE9541'40.0 FT (12.2 M) SOUTH OF CO RD 839, 3.0 FT (0.9 M) NORTH OF WIT POST.
 DE9541'
 DE9541
 DE9541                          STATION RECOVERY (2001)
 DE9541
 DE9541'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE9541'THE MARK IS 1.2 MI (1.9 KM) SOUTH OF FLOODWOOD, 1.2 MI (1.9 KM) SOUTH
 DE9541'ALONG TH 73 FROM JCT OF TH 73 AND TH 2 IN FLOODWOOD, AT TH 73 MP
 DE9541'41.75, 76 FT (23.2 M) EAST OF TH 73, 40 FT (12.2 M) SOUTH OF CO RD
 DE9541'839, 3.0 FT (0.9 M) NORTH OF WIT POST, FLUSH, MAGNETIC AND SUITABLE
 DE9541'FOR GPS.  ROD DEPTH IS 40 FT AND SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9542 ***********************************************************************
 DE9542  DESIGNATION -  6927 D
 DE9542  PID         -  DE9542
 DE9542  STATE/COUNTY-  MN/ST LOUIS
 DE9542  USGS QUAD   -  PRAIRIE LAKE (1963)
 DE9542
 DE9542                         *CURRENT SURVEY CONTROL
 DE9542  ___________________________________________________________________
 DE9542* NAD 83(1996)-  46 52 02.05500(N)    092 54 39.25136(W)     ADJUSTED  
 DE9542* NAVD 88     -       387.395  (meters)    1270.98   (feet)  ADJUSTED  
 DE9542  ___________________________________________________________________
 DE9542  X           -    -221,856.433 (meters)                     COMP
 DE9542  Y           -  -4,363,078.429 (meters)                     COMP
 DE9542  Z           -   4,631,948.238 (meters)                     COMP
 DE9542  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DE9542  ELLIP HEIGHT-         358.55  (meters)          (01/17/03) GPS OBS
 DE9542  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DE9542  DYNAMIC HT  -         387.418 (meters)    1271.05  (feet)  COMP
 DE9542  MODELED GRAV-     980,662.9   (mgal)                       NAVD 88
 DE9542
 DE9542  HORZ ORDER  -  FIRST
 DE9542  VERT ORDER  -  SECOND    CLASS I
 DE9542  ELLP ORDER  -  FOURTH    CLASS I
 DE9542
 DE9542.The horizontal coordinates were established by GPS observations
 DE9542.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9542
 DE9542.The orthometric height was determined by differential leveling
 DE9542.and adjusted by the National Geodetic Survey in December 2004..
 DE9542
 DE9542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9542
 DE9542.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9542
 DE9542.The ellipsoidal height was determined by GPS observations
 DE9542.and is referenced to NAD 83.
 DE9542
 DE9542.The geoid height was determined by GEOID03.
 DE9542
 DE9542.The dynamic height is computed by dividing the NAVD 88
 DE9542.geopotential number by the normal gravity value computed on the
 DE9542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9542.degrees latitude (g = 980.6199 gals.).
 DE9542
 DE9542.The modeled gravity was interpolated from observed gravity values.
 DE9542
 DE9542;                    North         East     Units Scale Factor Converg.
 DE9542;SPC MN N     -   140,845.735   814,418.159   MT  1.00004427   +0 08 24.6
 DE9542;UTM  15      - 5,190,414.720   506,790.399   MT  0.99960057   +0 03 54.1
 DE9542
 DE9542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9542!SPC MN N     -   0.99994380  x   1.00004427  =   0.99998807
 DE9542!UTM  15      -   0.99994380  x   0.99960057  =   0.99954439
 DE9542
 DE9542:                Primary Azimuth Mark                     Grid Az
 DE9542:SPC MN N     -  6927 E                                   181 24 04.6
 DE9542:UTM  15      -  6927 E                                   181 28 35.1
 DE9542
 DE9542|---------------------------------------------------------------------|
 DE9542| PID    Reference Object                     Distance      Geod. Az  |
 DE9542|                                                           dddmmss.s |
 DE9542| DE9543 6927 E                              APPROX. 1.2 KM 1813229.2 |
 DE9542| DE9539 6927 A                              APPROX. 0.8 KM 1830850.5 |
 DE9542|---------------------------------------------------------------------|
 DE9542
 DE9542                          SUPERSEDED SURVEY CONTROL
 DE9542
 DE9542  NAVD 88 (01/17/03)  387.39   (m)         1271.0    (f) LEVELING    3  
 DE9542
 DE9542.Superseded values are not recommended for survey control.
 DE9542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9542.See file dsdata.txt to determine how the superseded data were derived.
 DE9542
 DE9542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0679090415(NAD 83)
 DE9542_MARKER: DD = SURVEY DISK
 DE9542_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9542_STAMPING: 6927 D 1999
 DE9542_MARK LOGO: MNDT  
 DE9542_PROJECTION: FLUSH
 DE9542_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9542+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 DE9542_ROD/PIPE-DEPTH:  6.1 meters
 DE9542
 DE9542  HISTORY     - Date     Condition        Report By
 DE9542  HISTORY     - 1999     MONUMENTED       MNDT
 DE9542  HISTORY     - 20010816 GOOD             MNDT
 DE9542
 DE9542                          STATION DESCRIPTION
 DE9542
 DE9542'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9542'3.75 MI (6.03 KM) SOUTH OF FLOODWOOD, 3.75 MI (6.03 KM) SOUTH ALONG TH
 DE9542'73 FROM JCT OF TH 2 IN, AT TH 73 MP 39.2, 123 FT (37.5 M) EAST OF TH
 DE9542'73, 33 FT (10.1 M) NORTH OF CO RD 840, 7 FT (2.1 M) EAST OF ENT, 2.6
 DE9542'FT (0.8 M) WEST OF WIT POST.
 DE9542
 DE9542                          STATION RECOVERY (2001)
 DE9542
 DE9542'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE9542'THE MARK IS 3.75 MI (6.03 KM) SOUTH OF FLOODWOOD, 3.75 MI (6.03 KM)
 DE9542'SOUTH ALONG TH 73 FROM JCT OF TH 73 AND TH 2 IN FLOODWOOD, AT TH 73 MP
 DE9542'39.2, 123 FT (37.5 M) EAST OF TH 73, 33 FT (10.1 M) NORTH OF CO RD
 DE9542'840, 7 FT (2.1 M) EAST OF ENT, 2.6 FT (0.8 M) WEST OF WIT POST, FLUSH,
 DE9542'MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 20 FT, SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9543 ***********************************************************************
 DE9543  DESIGNATION -  6927 E
 DE9543  PID         -  DE9543
 DE9543  STATE/COUNTY-  MN/ST LOUIS
 DE9543  USGS QUAD   -  PRAIRIE LAKE (1963)
 DE9543
 DE9543                         *CURRENT SURVEY CONTROL
 DE9543  ___________________________________________________________________
 DE9543* NAD 83(1996)-  46 51 22.55696(N)    092 54 40.80079(W)     ADJUSTED  
 DE9543* NAVD 88     -       386.972  (meters)    1269.59   (feet)  ADJUSTED  
 DE9543  ___________________________________________________________________
 DE9543  X           -    -221,934.402 (meters)                     COMP
 DE9543  Y           -  -4,363,965.420 (meters)                     COMP
 DE9543  Z           -   4,631,113.922 (meters)                     COMP
 DE9543  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 DE9543  ELLIP HEIGHT-         358.16  (meters)          (01/17/03) GPS OBS
 DE9543  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DE9543  DYNAMIC HT  -         386.995 (meters)    1269.67  (feet)  COMP
 DE9543  MODELED GRAV-     980,661.8   (mgal)                       NAVD 88
 DE9543
 DE9543  HORZ ORDER  -  FIRST
 DE9543  VERT ORDER  -  SECOND    CLASS I
 DE9543  ELLP ORDER  -  FOURTH    CLASS I
 DE9543
 DE9543.The horizontal coordinates were established by GPS observations
 DE9543.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9543
 DE9543.The orthometric height was determined by differential leveling
 DE9543.and adjusted by the National Geodetic Survey in December 2004..
 DE9543
 DE9543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9543
 DE9543.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9543
 DE9543.The ellipsoidal height was determined by GPS observations
 DE9543.and is referenced to NAD 83.
 DE9543
 DE9543.The geoid height was determined by GEOID03.
 DE9543
 DE9543.The dynamic height is computed by dividing the NAVD 88
 DE9543.geopotential number by the normal gravity value computed on the
 DE9543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9543.degrees latitude (g = 980.6199 gals.).
 DE9543
 DE9543.The modeled gravity was interpolated from observed gravity values.
 DE9543
 DE9543;                    North         East     Units Scale Factor Converg.
 DE9543;SPC MN N     -   139,625.901   814,388.320   MT  1.00004749   +0 08 23.4
 DE9543;UTM  15      - 5,189,195.469   506,758.974   MT  0.99960056   +0 03 52.9
 DE9543
 DE9543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9543!SPC MN N     -   0.99994386  x   1.00004749  =   0.99999135
 DE9543!UTM  15      -   0.99994386  x   0.99960056  =   0.99954444
 DE9543
 DE9543:                Primary Azimuth Mark                     Grid Az
 DE9543:SPC MN N     -  6927 D                                   001 24 04.7
 DE9543:UTM  15      -  6927 D                                   001 28 35.2
 DE9543
 DE9543|---------------------------------------------------------------------|
 DE9543| PID    Reference Object                     Distance      Geod. Az  |
 DE9543|                                                           dddmmss.s |
 DE9543| DE9542 6927 D                              APPROX. 1.2 KM 0013228.1 |
 DE9543| DE9544 6927 F                              APPROX. 1.4 KM 1771552.9 |
 DE9543|---------------------------------------------------------------------|
 DE9543
 DE9543                          SUPERSEDED SURVEY CONTROL
 DE9543
 DE9543  NAVD 88 (01/17/03)  386.97   (m)         1269.6    (f) LEVELING    3  
 DE9543
 DE9543.Superseded values are not recommended for survey control.
 DE9543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9543.See file dsdata.txt to determine how the superseded data were derived.
 DE9543
 DE9543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0675989195(NAD 83)
 DE9543_MARKER: DD = SURVEY DISK
 DE9543_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9543_STAMPING: 6927 E 1999
 DE9543_MARK LOGO: MNDT  
 DE9543_PROJECTION: FLUSH
 DE9543_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9543+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2001
 DE9543_ROD/PIPE-DEPTH:  4.6 meters
 DE9543
 DE9543  HISTORY     - Date     Condition        Report By
 DE9543  HISTORY     - 1999     MONUMENTED       MNDT
 DE9543  HISTORY     - 20010816 GOOD             MNDT
 DE9543  HISTORY     - 20011024 GOOD             MNDT
 DE9543
 DE9543                          STATION DESCRIPTION
 DE9543
 DE9543'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9543'4.5 MI (7.2 KM) SOUTH OF FLOODWOOD, 4.5 MI (7.2 KM) SOUTH ALONG TH 73
 DE9543'FROM JCT OF TH 2, AT TH 73 MP 38.45, 74 FT (22.6 M) EAST OF TH 73, 5.8
 DE9543'FT (1.8 M) SOUTH OF FENCE CORNER, 4.0 FT (1.2 M) SOUTH OF WIT POST.
 DE9543
 DE9543                          STATION RECOVERY (2001)
 DE9543
 DE9543'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE9543'THE MARK IS 4.5 MI (7.2 KM) SOUTH OF FLOODWOOD, 4.5 MI (7.2 KM) SOUTH
 DE9543'ALONG TH 73 FROM JCT OF TH 73 AND TH 2 IN FLOODWOOD, AT TH 73 MP
 DE9543'38.45, 74 FT (22.6 M) EAST OF TH 73, 5.8 FT (1.8 M) SOUTH OF FENCE
 DE9543'CORNER, 4.0 FT (1.2 M) SOUTH OF WIT POST, FLUSH, MAGNETIC AND SUITABLE
 DE9543'FOR GPS.  ROD DEPTH IS 15 FT AND SET FLUSH.
 DE9543
 DE9543                          STATION RECOVERY (2001)
 DE9543
 DE9543'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (MPP)
 DE9543'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9544 ***********************************************************************
 DE9544  DESIGNATION -  6927 F
 DE9544  PID         -  DE9544
 DE9544  STATE/COUNTY-  MN/ST LOUIS
 DE9544  USGS QUAD   -  PRAIRIE LAKE (1963)
 DE9544
 DE9544                         *CURRENT SURVEY CONTROL
 DE9544  ___________________________________________________________________
 DE9544* NAD 83(1996)-  46 50 36.07907(N)    092 54 37.56457(W)     ADJUSTED  
 DE9544* NAVD 88     -       386.354  (meters)    1267.56   (feet)  ADJUSTED  
 DE9544  ___________________________________________________________________
 DE9544  X           -    -221,919.082 (meters)                     COMP
 DE9544  Y           -  -4,365,014.310 (meters)                     COMP
 DE9544  Z           -   4,630,131.867 (meters)                     COMP
 DE9544  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DE9544  ELLIP HEIGHT-         357.58  (meters)          (01/17/03) GPS OBS
 DE9544  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DE9544  DYNAMIC HT  -         386.377 (meters)    1267.64  (feet)  COMP
 DE9544  MODELED GRAV-     980,660.8   (mgal)                       NAVD 88
 DE9544
 DE9544  HORZ ORDER  -  FIRST
 DE9544  VERT ORDER  -  SECOND    CLASS I
 DE9544  ELLP ORDER  -  FOURTH    CLASS I
 DE9544
 DE9544.The horizontal coordinates were established by GPS observations
 DE9544.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9544
 DE9544.The orthometric height was determined by differential leveling
 DE9544.and adjusted by the National Geodetic Survey in December 2004..
 DE9544
 DE9544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9544
 DE9544.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9544
 DE9544.The ellipsoidal height was determined by GPS observations
 DE9544.and is referenced to NAD 83.
 DE9544
 DE9544.The geoid height was determined by GEOID03.
 DE9544
 DE9544.The dynamic height is computed by dividing the NAVD 88
 DE9544.geopotential number by the normal gravity value computed on the
 DE9544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9544.degrees latitude (g = 980.6199 gals.).
 DE9544
 DE9544.The modeled gravity was interpolated from observed gravity values.
 DE9544
 DE9544;                    North         East     Units Scale Factor Converg.
 DE9544;SPC MN N     -   138,190.766   814,460.396   MT  1.00005132   +0 08 25.8
 DE9544;UTM  15      - 5,187,760.885   506,829.136   MT  0.99960057   +0 03 55.2
 DE9544
 DE9544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9544!SPC MN N     -   0.99994395  x   1.00005132  =   0.99999527
 DE9544!UTM  15      -   0.99994395  x   0.99960057  =   0.99954454
 DE9544
 DE9544:                Primary Azimuth Mark                     Grid Az
 DE9544:SPC MN N     -  6927 E                                   357 07 29.5
 DE9544:UTM  15      -  6927 E                                   357 12 00.1
 DE9544
 DE9544|---------------------------------------------------------------------|
 DE9544| PID    Reference Object                     Distance      Geod. Az  |
 DE9544|                                                           dddmmss.s |
 DE9544| DE9543 6927 E                              APPROX. 1.4 KM 3571555.3 |
 DE9544| DE9539 6927 A                              APPROX. 1.8 KM 3572820.1 |
 DE9544|---------------------------------------------------------------------|
 DE9544
 DE9544                          SUPERSEDED SURVEY CONTROL
 DE9544
 DE9544  NAVD 88 (01/17/03)  386.35   (m)         1267.5    (f) LEVELING    3  
 DE9544
 DE9544.Superseded values are not recommended for survey control.
 DE9544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9544.See file dsdata.txt to determine how the superseded data were derived.
 DE9544
 DE9544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0682987761(NAD 83)
 DE9544_MARKER: DD = SURVEY DISK
 DE9544_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9544_STAMPING: 6927 F 1999
 DE9544_MARK LOGO: MNDT  
 DE9544_PROJECTION: FLUSH
 DE9544_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9544+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 DE9544_ROD/PIPE-DEPTH:  9.1 meters
 DE9544
 DE9544  HISTORY     - Date     Condition        Report By
 DE9544  HISTORY     - 1999     MONUMENTED       MNDT
 DE9544  HISTORY     - 20010816 GOOD             MNDT
 DE9544
 DE9544                          STATION DESCRIPTION
 DE9544
 DE9544'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9544'5.4 MI (8.7 KM) SOUTH OF FLOODWOOD, 5.4 MI (8.7 KM) SOUTH ALONG TH 73
 DE9544'FROM JCT OF TH 2, AT TH 73 MP 37.55, 71 FT (21.6 M) SE OF TH 73, 15 FT
 DE9544'(4.6 M) SW OF ENT, 69 FT (21.0 M) WNW OF P-POLE, 2.5 FT (0.8 M) SE OF
 DE9544'WIT POST.
 DE9544
 DE9544                          STATION RECOVERY (2001)
 DE9544
 DE9544'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE9544'THE MARK IS 5.4 MI (8.7 KM) SOUTH OF FLOODWOOD, 5.4 MI (8.7 KM) SOUTH
 DE9544'ALONG TH 73 FROM JCT OF TH 73 AND TH 2 IN FLOODWOOD, AT TH 73 MP
 DE9544'37.55, 71 FT (21.6 M) SE OF TH 73, 15 FT (4.6 M) SW OF ENT, 69 FT
 DE9544'(21.0 M) WNW OF P-POLE, 2.5 FT (0.8 M) SE OF WIT POST, FLUSH, MAGNETIC
 DE9544'AND SUITABLE FOR GPS.  ROD DEPTH IS 30 FT AND SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9545 ***********************************************************************
 DE9545  DESIGNATION -  6927 G
 DE9545  PID         -  DE9545
 DE9545  STATE/COUNTY-  MN/ST LOUIS
 DE9545  USGS QUAD   -  PRAIRIE LAKE (1963)
 DE9545
 DE9545                         *CURRENT SURVEY CONTROL
 DE9545  ___________________________________________________________________
 DE9545* NAD 83(1996)-  46 49 06.87432(N)    092 54 45.93137(W)     ADJUSTED  
 DE9545* NAVD 88     -       394.066  (meters)    1292.86   (feet)  ADJUSTED  
 DE9545  ___________________________________________________________________
 DE9545  X           -    -222,198.509 (meters)                     COMP
 DE9545  Y           -  -4,367,017.204 (meters)                     COMP
 DE9545  Z           -   4,628,252.852 (meters)                     COMP
 DE9545  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 DE9545  ELLIP HEIGHT-         365.37  (meters)          (01/17/03) GPS OBS
 DE9545  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DE9545  DYNAMIC HT  -         394.089 (meters)    1292.94  (feet)  COMP
 DE9545  MODELED GRAV-     980,659.0   (mgal)                       NAVD 88
 DE9545
 DE9545  HORZ ORDER  -  FIRST
 DE9545  VERT ORDER  -  SECOND    CLASS I
 DE9545  ELLP ORDER  -  FOURTH    CLASS I
 DE9545
 DE9545.The horizontal coordinates were established by GPS observations
 DE9545.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9545
 DE9545.The orthometric height was determined by differential leveling
 DE9545.and adjusted by the National Geodetic Survey in December 2004..
 DE9545
 DE9545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9545
 DE9545.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9545
 DE9545.The ellipsoidal height was determined by GPS observations
 DE9545.and is referenced to NAD 83.
 DE9545
 DE9545.The geoid height was determined by GEOID03.
 DE9545
 DE9545.The dynamic height is computed by dividing the NAVD 88
 DE9545.geopotential number by the normal gravity value computed on the
 DE9545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9545.degrees latitude (g = 980.6199 gals.).
 DE9545
 DE9545.The modeled gravity was interpolated from observed gravity values.
 DE9545
 DE9545;                    North         East     Units Scale Factor Converg.
 DE9545;SPC MN N     -   135,435.559   814,289.782   MT  1.00005880   +0 08 19.6
 DE9545;UTM  15      - 5,185,007.157   506,654.986   MT  0.99960054   +0 03 49.0
 DE9545
 DE9545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9545!SPC MN N     -   0.99994273  x   1.00005880  =   1.00000153
 DE9545!UTM  15      -   0.99994273  x   0.99960054  =   0.99954329
 DE9545
 DE9545:                Primary Azimuth Mark                     Grid Az
 DE9545:SPC MN N     -  6927 H                                   179 40 51.7
 DE9545:UTM  15      -  6927 H                                   179 45 22.3
 DE9545
 DE9545|---------------------------------------------------------------------|
 DE9545| PID    Reference Object                     Distance      Geod. Az  |
 DE9545|                                                           dddmmss.s |
 DE9545| DE9546 6927 H                              APPROX. 1.0 KM 1794911.3 |
 DE9545|---------------------------------------------------------------------|
 DE9545
 DE9545                          SUPERSEDED SURVEY CONTROL
 DE9545
 DE9545  NAVD 88 (01/17/03)  394.06   (m)         1292.8    (f) LEVELING    3  
 DE9545
 DE9545.Superseded values are not recommended for survey control.
 DE9545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9545.See file dsdata.txt to determine how the superseded data were derived.
 DE9545
 DE9545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0665585007(NAD 83)
 DE9545_MARKER: DD = SURVEY DISK
 DE9545_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9545_STAMPING: 6927 G 1999
 DE9545_MARK LOGO: MNDT  
 DE9545_PROJECTION: FLUSH
 DE9545_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9545+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 DE9545_ROD/PIPE-DEPTH:  6.1 meters
 DE9545
 DE9545  HISTORY     - Date     Condition        Report By
 DE9545  HISTORY     - 1999     MONUMENTED       MNDT
 DE9545  HISTORY     - 20010816 GOOD             MNDT
 DE9545
 DE9545                          STATION DESCRIPTION
 DE9545
 DE9545'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9545'7.15 MI (11.51 KM) SOUTH OF FLOODWOOD, 7.15 MI (11.51 KM) SOUTH ALONG
 DE9545'TH 73 FROM JCT OF TH 2, AT TH 73 MP 35.80, 73 FT (22.3 M) WEST OF TH
 DE9545'73, 5.1 FT (1.6 M) NNE OF R/W POST, 2.7 FT (0.8 M) NORTH OF WIT POST.
 DE9545
 DE9545                          STATION RECOVERY (2001)
 DE9545
 DE9545'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE9545'THE MARK IS 7.15 MI (11.51 KM) SOUTH OF FLOODWOOD, 7.15 MI (11.51 KM)
 DE9545'SOUTH ALONG TH 73 FROM JCT OF TH 73 AND TH 2 IN FLOODWOOD, AT TH 73 MP
 DE9545'35.8, 73 FT (22.3 M) WEST OF TH 73, 5.1 FT (1.6 M) NNE OF R/W POST,
 DE9545'2.7 FT (0.8 M) NORTH OF WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR
 DE9545'GPS.  ROD DEPTH IS 20 FT AND SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9546 ***********************************************************************
 DE9546  DESIGNATION -  6927 H
 DE9546  PID         -  DE9546
 DE9546  STATE/COUNTY-  MN/ST LOUIS
 DE9546  USGS QUAD   -  PRAIRIE LAKE (1963)
 DE9546
 DE9546                         *CURRENT SURVEY CONTROL
 DE9546  ___________________________________________________________________
 DE9546* NAD 83(1996)-  46 48 34.65146(N)    092 54 45.78377(W)     ADJUSTED  
 DE9546* NAVD 88     -       393.799  (meters)    1291.99   (feet)  ADJUSTED  
 DE9546  ___________________________________________________________________
 DE9546  X           -    -222,232.245 (meters)                     COMP
 DE9546  Y           -  -4,367,741.827 (meters)                     COMP
 DE9546  Z           -   4,627,571.676 (meters)                     COMP
 DE9546  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DE9546  ELLIP HEIGHT-         365.14  (meters)          (01/17/03) GPS OBS
 DE9546  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DE9546  DYNAMIC HT  -         393.821 (meters)    1292.06  (feet)  COMP
 DE9546  MODELED GRAV-     980,658.5   (mgal)                       NAVD 88
 DE9546
 DE9546  HORZ ORDER  -  FIRST
 DE9546  VERT ORDER  -  SECOND    CLASS I
 DE9546  ELLP ORDER  -  FOURTH    CLASS I
 DE9546
 DE9546.The horizontal coordinates were established by GPS observations
 DE9546.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9546
 DE9546.The orthometric height was determined by differential leveling
 DE9546.and adjusted by the National Geodetic Survey in December 2004..
 DE9546
 DE9546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9546
 DE9546.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9546
 DE9546.The ellipsoidal height was determined by GPS observations
 DE9546.and is referenced to NAD 83.
 DE9546
 DE9546.The geoid height was determined by GEOID03.
 DE9546
 DE9546.The dynamic height is computed by dividing the NAVD 88
 DE9546.geopotential number by the normal gravity value computed on the
 DE9546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9546.degrees latitude (g = 980.6199 gals.).
 DE9546
 DE9546.The modeled gravity was interpolated from observed gravity values.
 DE9546
 DE9546;                    North         East     Units Scale Factor Converg.
 DE9546;SPC MN N     -   134,440.475   814,295.322   MT  1.00006155   +0 08 19.7
 DE9546;UTM  15      - 5,184,012.523   506,659.219   MT  0.99960055   +0 03 49.1
 DE9546
 DE9546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9546!SPC MN N     -   0.99994277  x   1.00006155  =   1.00000431
 DE9546!UTM  15      -   0.99994277  x   0.99960055  =   0.99954334
 DE9546
 DE9546:                Primary Azimuth Mark                     Grid Az
 DE9546:SPC MN N     -  6927 G                                   359 40 51.7
 DE9546:UTM  15      -  6927 G                                   359 45 22.3
 DE9546
 DE9546|---------------------------------------------------------------------|
 DE9546| PID    Reference Object                     Distance      Geod. Az  |
 DE9546|                                                           dddmmss.s |
 DE9546| DE9545 6927 G                              APPROX. 1.0 KM 3594911.4 |
 DE9546|---------------------------------------------------------------------|
 DE9546
 DE9546                          SUPERSEDED SURVEY CONTROL
 DE9546
 DE9546  NAVD 88 (01/17/03)  393.80   (m)         1292.0    (f) LEVELING    3  
 DE9546
 DE9546.Superseded values are not recommended for survey control.
 DE9546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9546.See file dsdata.txt to determine how the superseded data were derived.
 DE9546
 DE9546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0665984013(NAD 83)
 DE9546_MARKER: DD = SURVEY DISK
 DE9546_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9546_STAMPING: 6927 H 1999
 DE9546_MARK LOGO: MNDT  
 DE9546_PROJECTION: FLUSH
 DE9546_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9546+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 DE9546_ROD/PIPE-DEPTH:  4.6 meters
 DE9546
 DE9546  HISTORY     - Date     Condition        Report By
 DE9546  HISTORY     - 1999     MONUMENTED       MNDT
 DE9546  HISTORY     - 20010816 GOOD             MNDT
 DE9546
 DE9546                          STATION DESCRIPTION
 DE9546
 DE9546'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9546'8 MI (12.9 KM) SOUTH OF FLOODWOOD, 7.95 MI (12.79 KM) SOUTH ALONG TH
 DE9546'73 FROM JCT OF TH 2, AT TH 73 MP 35.05, 250 FT (76.2 M) NORTH OF TH
 DE9546'73, 23 FT (7.0 M) WEST OF CO RD 827, 3.2 FT (1.0 M) SOUTH OF WIT POST.
 DE9546'
 DE9546
 DE9546                          STATION RECOVERY (2001)
 DE9546
 DE9546'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE9546'THE MARK IS 8 MI (12.9 KM) SOUTH OF FLOODWOOD, 7.95 MI (12.79 KM)
 DE9546'SOUTH ALONG TH 73 FROM JCT OF TH 73 AND TH 2 IN FLOODWOOD, AT TH 73 MP
 DE9546'35.05, 250 FT (76.2 M) NORTH OF TH 73, 23 FT (7.0 M) WEST OF CO RD
 DE9546'827, 3.2 FT (1.0 M) SOUTH OF WIT POST, FLUSH, MAGNETIC AND SUITABLE
 DE9546'FOR GPS.  ROD DEPTH IS 15 FT AND SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9547 ***********************************************************************
 DE9547  DESIGNATION -  6927 J
 DE9547  PID         -  DE9547
 DE9547  STATE/COUNTY-  MN/ST LOUIS
 DE9547  USGS QUAD   -  PRAIRIE LAKE (1963)
 DE9547
 DE9547                         *CURRENT SURVEY CONTROL
 DE9547  ___________________________________________________________________
 DE9547* NAD 83(1996)-  46 47 43.32775(N)    092 53 13.66949(W)     ADJUSTED  
 DE9547* NAVD 88     -       393.187  (meters)    1289.98   (feet)  ADJUSTED  
 DE9547  ___________________________________________________________________
 DE9547  X           -    -220,339.842 (meters)                     COMP
 DE9547  Y           -  -4,368,994.201 (meters)                     COMP
 DE9547  Z           -   4,626,486.328 (meters)                     COMP
 DE9547  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DE9547  ELLIP HEIGHT-         364.56  (meters)          (01/17/03) GPS OBS
 DE9547  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DE9547  DYNAMIC HT  -         393.209 (meters)    1290.05  (feet)  COMP
 DE9547  MODELED GRAV-     980,657.5   (mgal)                       NAVD 88
 DE9547
 DE9547  HORZ ORDER  -  FIRST
 DE9547  VERT ORDER  -  SECOND    CLASS I
 DE9547  ELLP ORDER  -  FOURTH    CLASS I
 DE9547
 DE9547.The horizontal coordinates were established by GPS observations
 DE9547.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9547
 DE9547.The orthometric height was determined by differential leveling
 DE9547.and adjusted by the National Geodetic Survey in December 2004..
 DE9547
 DE9547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9547
 DE9547.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9547
 DE9547.The ellipsoidal height was determined by GPS observations
 DE9547.and is referenced to NAD 83.
 DE9547
 DE9547.The geoid height was determined by GEOID03.
 DE9547
 DE9547.The dynamic height is computed by dividing the NAVD 88
 DE9547.geopotential number by the normal gravity value computed on the
 DE9547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9547.degrees latitude (g = 980.6199 gals.).
 DE9547
 DE9547.The modeled gravity was interpolated from observed gravity values.
 DE9547
 DE9547;                    North         East     Units Scale Factor Converg.
 DE9547;SPC MN N     -   132,860.573   816,252.770   MT  1.00006598   +0 09 28.0
 DE9547;UTM  15      - 5,182,430.782   508,613.682   MT  0.99960091   +0 04 56.2
 DE9547
 DE9547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9547!SPC MN N     -   0.99994286  x   1.00006598  =   1.00000883
 DE9547!UTM  15      -   0.99994286  x   0.99960091  =   0.99954379
 DE9547
 DE9547:                Primary Azimuth Mark                     Grid Az
 DE9547:SPC MN N     -  6927 K                                   142 09 35.5
 DE9547:UTM  15      -  6927 K                                   142 14 07.3
 DE9547
 DE9547|---------------------------------------------------------------------|
 DE9547| PID    Reference Object                     Distance      Geod. Az  |
 DE9547|                                                           dddmmss.s |
 DE9547| DE9548 6927 K                              APPROX. 1.0 KM 1421903.5 |
 DE9547|---------------------------------------------------------------------|
 DE9547
 DE9547                          SUPERSEDED SURVEY CONTROL
 DE9547
 DE9547  NAVD 88 (01/17/03)  393.18   (m)         1290.0    (f) LEVELING    3  
 DE9547
 DE9547.Superseded values are not recommended for survey control.
 DE9547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9547.See file dsdata.txt to determine how the superseded data were derived.
 DE9547
 DE9547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0861482431(NAD 83)
 DE9547_MARKER: DD = SURVEY DISK
 DE9547_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9547_STAMPING: 6927 J 1999
 DE9547_MARK LOGO: MNDT  
 DE9547_PROJECTION: FLUSH
 DE9547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9547+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 DE9547_ROD/PIPE-DEPTH: 15.2 meters
 DE9547
 DE9547  HISTORY     - Date     Condition        Report By
 DE9547  HISTORY     - 1999     MONUMENTED       MNDT
 DE9547  HISTORY     - 20010816 GOOD             MNDT
 DE9547
 DE9547                          STATION DESCRIPTION
 DE9547
 DE9547'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9547'8 MI (12.9 KM) NORTH OF CROMWELL, 8.25 MI (13.28 KM) NORTH ALONG TH 73
 DE9547'FROM JCT OF TH 210, AT TH 73 MP 33.45, 69 FT (21.0 M) NORTH OF TH 73,
 DE9547'45 FT (13.7 M) EAST OF ENTRANCE, 3.7 FT (1.1 M) NORTH OF WIT POST.
 DE9547
 DE9547                          STATION RECOVERY (2001)
 DE9547
 DE9547'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE9547'THE MARK IS 8 MI (12.9 KM) NORTH OF CROMWELL, 8.25 MI (13.28 KM) NORTH
 DE9547'ALONG TH 73 FROM JCT OF TH 73 AND TH 210 IN CROMWELL, AT TH 73 MP
 DE9547'33.45, 69 FT (21.0 M) NORTH OF TH 73, 45 FT (13.7 M) EAST OF ENTRANCE,
 DE9547'3.7 FT (1.1 M) NORTH OF WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR
 DE9547'GPS.  ROD DEPTH IS 50 FT AND SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9548 ***********************************************************************
 DE9548  DESIGNATION -  6927 K
 DE9548  PID         -  DE9548
 DE9548  STATE/COUNTY-  MN/ST LOUIS
 DE9548  USGS QUAD   -  PRAIRIE LAKE (1963)
 DE9548
 DE9548                         *CURRENT SURVEY CONTROL
 DE9548  ___________________________________________________________________
 DE9548* NAD 83(1996)-  46 47 18.08893(N)    092 52 45.28865(W)     ADJUSTED  
 DE9548* NAVD 88     -       398.039  (meters)    1305.90   (feet)  ADJUSTED  
 DE9548  ___________________________________________________________________
 DE9548  X           -    -219,767.395 (meters)                     COMP
 DE9548  Y           -  -4,369,595.181 (meters)                     COMP
 DE9548  Z           -   4,625,956.254 (meters)                     COMP
 DE9548  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 DE9548  ELLIP HEIGHT-         369.43  (meters)          (01/17/03) GPS OBS
 DE9548  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DE9548  DYNAMIC HT  -         398.061 (meters)    1305.97  (feet)  COMP
 DE9548  MODELED GRAV-     980,657.1   (mgal)                       NAVD 88
 DE9548
 DE9548  HORZ ORDER  -  FIRST
 DE9548  VERT ORDER  -  SECOND    CLASS I
 DE9548  ELLP ORDER  -  FOURTH    CLASS I
 DE9548
 DE9548.The horizontal coordinates were established by GPS observations
 DE9548.and adjusted by the MN DEPT OF TRANSP in January 2003..
 DE9548
 DE9548.The orthometric height was determined by differential leveling
 DE9548.and adjusted by the National Geodetic Survey in December 2004..
 DE9548
 DE9548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9548
 DE9548.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9548
 DE9548.The ellipsoidal height was determined by GPS observations
 DE9548.and is referenced to NAD 83.
 DE9548
 DE9548.The geoid height was determined by GEOID03.
 DE9548
 DE9548.The dynamic height is computed by dividing the NAVD 88
 DE9548.geopotential number by the normal gravity value computed on the
 DE9548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9548.degrees latitude (g = 980.6199 gals.).
 DE9548
 DE9548.The modeled gravity was interpolated from observed gravity values.
 DE9548
 DE9548;                    North         East     Units Scale Factor Converg.
 DE9548;SPC MN N     -   132,082.846   816,856.911   MT  1.00006818   +0 09 49.1
 DE9548;UTM  15      - 5,181,652.621   509,216.516   MT  0.99960104   +0 05 16.8
 DE9548
 DE9548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9548!SPC MN N     -   0.99994209  x   1.00006818  =   1.00001027
 DE9548!UTM  15      -   0.99994209  x   0.99960104  =   0.99954316
 DE9548
 DE9548:                Primary Azimuth Mark                     Grid Az
 DE9548:SPC MN N     -  6927 J                                   322 09 35.1
 DE9548:UTM  15      -  6927 J                                   322 14 07.4
 DE9548
 DE9548|---------------------------------------------------------------------|
 DE9548| PID    Reference Object                     Distance      Geod. Az  |
 DE9548|                                                           dddmmss.s |
 DE9548| DE9547 6927 J                              APPROX. 1.0 KM 3221924.2 |
 DE9548|---------------------------------------------------------------------|
 DE9548
 DE9548                          SUPERSEDED SURVEY CONTROL
 DE9548
 DE9548  NAVD 88 (01/17/03)  398.04   (m)         1305.9    (f) LEVELING    3  
 DE9548
 DE9548.Superseded values are not recommended for survey control.
 DE9548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9548.See file dsdata.txt to determine how the superseded data were derived.
 DE9548
 DE9548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0921781653(NAD 83)
 DE9548_MARKER: DD = SURVEY DISK
 DE9548_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9548_STAMPING: 6927 K 1999
 DE9548_MARK LOGO: MNDT  
 DE9548_PROJECTION: FLUSH
 DE9548_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9548+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2001
 DE9548_ROD/PIPE-DEPTH:  5.8 meters
 DE9548
 DE9548  HISTORY     - Date     Condition        Report By
 DE9548  HISTORY     - 1999     MONUMENTED       MNDT
 DE9548  HISTORY     - 20010816 GOOD             MNDT
 DE9548  HISTORY     - 20011024 GOOD             MNDT
 DE9548
 DE9548                          STATION DESCRIPTION
 DE9548
 DE9548'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9548'7.65 MI (12.31 KM) NORTH ON TH 73 FROM JCT OF TH 210 IN CROMWELL, 0.1
 DE9548'MI (0.2 KM) EAST OF TH 73 MP 32.85, 30 FT (9.1 M) NORTH OF ROAD, 3.5
 DE9548'FT (1.1 M) WSW OF FENCE CORNER, 113.6 FT (34.6 M) WEST OF P-POLE, 2.5
 DE9548'FT (0.8 M) WEST WIT POST.
 DE9548
 DE9548                          STATION RECOVERY (2001)
 DE9548
 DE9548'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE9548'THE MARK IS 7.65 MI (12.31 KM) NORTH OF CROMWELL, 7.65 MI (12.31 KM)
 DE9548'NORTH ALONG TH 73 FROM JCT OF TH 73 AND TH 210 IN CROMWELL, 0.1 MI
 DE9548'(0.2 KM) EAST OF TH 73 MP 32.85, 30 FT (9.1 M) NORTH OF ROAD, 3.5 FT
 DE9548'(1.1 M) WSW OF FENCE CORNER, 113.6 FT (34.6 M) WEST OF P-POLE, 2.5 FT
 DE9548'(0.8 M) WEST WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD
 DE9548'DEPTH IS 19 FT AND SET FLUSH.
 DE9548
 DE9548                          STATION RECOVERY (2001)
 DE9548
 DE9548'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (MPP)
 DE9548'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0872 ***********************************************************************
 SJ0872  DESIGNATION -  6931 A
 SJ0872  PID         -  SJ0872
 SJ0872  STATE/COUNTY-  MN/ST LOUIS
 SJ0872  USGS QUAD   -  GHEEN (1986)
 SJ0872
 SJ0872                         *CURRENT SURVEY CONTROL
 SJ0872  ___________________________________________________________________
 SJ0872* NAD 83(1986)-  47 55 24.     (N)    092 49 49.     (W)     SCALED    
 SJ0872* NAVD 88     -       424.370  (meters)    1392.29   (feet)  ADJUSTED  
 SJ0872  ___________________________________________________________________
 SJ0872  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 SJ0872  DYNAMIC HT  -         424.434 (meters)    1392.50  (feet)  COMP
 SJ0872  MODELED GRAV-     980,748.8   (mgal)                       NAVD 88
 SJ0872
 SJ0872  VERT ORDER  -  SECOND    CLASS 0
 SJ0872
 SJ0872.The horizontal coordinates were scaled from a topographic map and have
 SJ0872.an estimated accuracy of +/- 6 seconds.
 SJ0872
 SJ0872.The orthometric height was determined by differential leveling
 SJ0872.and adjusted by the National Geodetic Survey in June 1991..
 SJ0872
 SJ0872.The geoid height was determined by GEOID03.
 SJ0872
 SJ0872.The dynamic height is computed by dividing the NAVD 88
 SJ0872.geopotential number by the normal gravity value computed on the
 SJ0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0872.degrees latitude (g = 980.6199 gals.).
 SJ0872
 SJ0872.The modeled gravity was interpolated from observed gravity values.
 SJ0872
 SJ0872;                    North         East    Units  Estimated Accuracy
 SJ0872;SPC MN N     -   258,270.      820,160.      MT  (+/- 180 meters Scaled)
 SJ0872
 SJ0872                          SUPERSEDED SURVEY CONTROL
 SJ0872
 SJ0872  NGVD 29 (??/??/92)  424.084  (m)         1391.35   (f) ADJ UNCH    2 0
 SJ0872
 SJ0872.Superseded values are not recommended for survey control.
 SJ0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0872.See file dsdata.txt to determine how the superseded data were derived.
 SJ0872
 SJ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP126077(NAD 83)
 SJ0872_MARKER: DD = SURVEY DISK
 SJ0872_SETTING: 66 = SET IN ROCK OUTCROP
 SJ0872_SP_SET: ROCK LEDGE
 SJ0872_STAMPING: 6931-A 1973
 SJ0872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SJ0872+STABILITY: POSITION/ELEVATION WELL
 SJ0872
 SJ0872  HISTORY     - Date     Condition        Report By
 SJ0872  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0872
 SJ0872                          STATION DESCRIPTION
 SJ0872
 SJ0872'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0872'3.2 MI SSW FROM GHEEN.
 SJ0872'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 23 (EAST) AT
 SJ0872'ORR, GO SOUTH ON TRUNK HIGHWAY 53 FOR 6.4 MILES TO JUNCTION OF COUNTY
 SJ0872'ROAD 74 AT GHEEN CORNER.  THENCE CONTINUE SOUTH ON TRUNK HIGHWAY 53
 SJ0872'FOR 2.5 MILES TO THE JUNCTION OF TRUNK HIGHWAY 73.  THENCE SOUTHWEST
 SJ0872'ON TRUNK HIGHWAY 73 FOR 0.3 MILE (MILEPOST 119.5) AND MARK ON THE
 SJ0872'LEFT.  THE MARK IS 91 FEET SOUTHEAST OF THE CENTERLINE OF TRUNK
 SJ0872'HIGHWAY 73, 21 FEET NORTHWEST OF 10-INCH WHITE PINE, AND 8 FEET WEST
 SJ0872'OF STEEL WITNESS POST.  THE MARK IS SET IN A DRILL HOLE IN A 6 FOOT BY
 SJ0872'3 FOOT EXPOSED LEDGE ROCK THAT IS ABOUT 2 FEET ABOVE THE LEVEL OF
 SJ0872'TRUNK HIGHWAY 73.  SE 1/4 SECTION 24, T 63N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0873 ***********************************************************************
 SJ0873  DESIGNATION -  6931 B
 SJ0873  PID         -  SJ0873
 SJ0873  STATE/COUNTY-  MN/ST LOUIS
 SJ0873  USGS QUAD   -  GHEEN (1986)
 SJ0873
 SJ0873                         *CURRENT SURVEY CONTROL
 SJ0873  ___________________________________________________________________
 SJ0873* NAD 83(1986)-  47 55 06.     (N)    092 50 07.     (W)     SCALED    
 SJ0873* NAVD 88     -       423.561  (meters)    1389.63   (feet)  ADJUSTED  
 SJ0873  ___________________________________________________________________
 SJ0873  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 SJ0873  DYNAMIC HT  -         423.624 (meters)    1389.84  (feet)  COMP
 SJ0873  MODELED GRAV-     980,748.5   (mgal)                       NAVD 88
 SJ0873
 SJ0873  VERT ORDER  -  SECOND    CLASS 0
 SJ0873
 SJ0873.The horizontal coordinates were scaled from a topographic map and have
 SJ0873.an estimated accuracy of +/- 6 seconds.
 SJ0873
 SJ0873.The orthometric height was determined by differential leveling
 SJ0873.and adjusted by the National Geodetic Survey in June 1991..
 SJ0873
 SJ0873.The geoid height was determined by GEOID03.
 SJ0873
 SJ0873.The dynamic height is computed by dividing the NAVD 88
 SJ0873.geopotential number by the normal gravity value computed on the
 SJ0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0873.degrees latitude (g = 980.6199 gals.).
 SJ0873
 SJ0873.The modeled gravity was interpolated from observed gravity values.
 SJ0873
 SJ0873;                    North         East    Units  Estimated Accuracy
 SJ0873;SPC MN N     -   257,720.      819,780.      MT  (+/- 180 meters Scaled)
 SJ0873
 SJ0873                          SUPERSEDED SURVEY CONTROL
 SJ0873
 SJ0873  NGVD 29 (??/??/92)  423.275  (m)         1388.69   (f) ADJ UNCH    2 0
 SJ0873
 SJ0873.Superseded values are not recommended for survey control.
 SJ0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0873.See file dsdata.txt to determine how the superseded data were derived.
 SJ0873
 SJ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP123072(NAD 83)
 SJ0873_MARKER: DD = SURVEY DISK
 SJ0873_SETTING: 66 = SET IN ROCK OUTCROP
 SJ0873_SP_SET: ROCK LEDGE
 SJ0873_STAMPING: 6931-B 1973
 SJ0873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SJ0873+STABILITY: POSITION/ELEVATION WELL
 SJ0873
 SJ0873  HISTORY     - Date     Condition        Report By
 SJ0873  HISTORY     - 1973     MONUMENTED       MNDT
 SJ0873
 SJ0873                          STATION DESCRIPTION
 SJ0873
 SJ0873'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0873'3.6 MI SSW FROM GHEEN.
 SJ0873'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 23 (EAST) AT
 SJ0873'ORR, GO SOUTH ON TRUNK HIGHWAY 53 FOR 6.4 MILES TO JUNCTION OF COUNTY
 SJ0873'ROAD 74 AT GHEEN CORNER.  THENCE CONTINUE SOUTH ON TRUNK HIGHWAY 53
 SJ0873'FOR 2.5 MILES TO JUNCTION OF TRUNK HIGHWAY 73.  THENCE SOUTHWEST ON
 SJ0873'TRUNK HIGHWAY 73 FOR 0.7 MILES (MILEPOST 119.1) AND MARK ON LEFT. THE
 SJ0873'MARK IS 90 FEET SOUTHEAST OF CENTERLINE OF TRUNK HIGHWAY 73. 30.5 FEET
 SJ0873'WEST OF 10 INCH POPLAR AND 7 FEET SOUTHEAST OF STEEL WITNESS POST. THE
 SJ0873'MARK IS SET IN A DRILL HOLE IN A 5 FOOT BY 5 FOOT EXPOSED LEDGE ROCK
 SJ0873'THAT IS ABOUT 10 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 73. NE 1/4
 SJ0873'SECTION 25, T 63N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0360 ***********************************************************************
 RN0360  DESIGNATION -  6932 A
 RN0360  PID         -  RN0360
 RN0360  STATE/COUNTY-  MN/ST LOUIS
 RN0360  USGS QUAD   -  ADOLPH (1993)
 RN0360
 RN0360                         *CURRENT SURVEY CONTROL
 RN0360  ___________________________________________________________________
 RN0360* NAD 83(1996)-  46 50 38.46359(N)    092 15 43.67514(W)     ADJUSTED  
 RN0360* NAVD 88     -       430.876  (meters)    1413.63   (feet)  ADJUSTED  
 RN0360  ___________________________________________________________________
 RN0360  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 RN0360  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 RN0360  DYNAMIC HT  -         430.909 (meters)    1413.74  (feet)  COMP
 RN0360  MODELED GRAV-     980,676.6   (mgal)                       NAVD 88
 RN0360
 RN0360  HORZ ORDER  -  THIRD
 RN0360  VERT ORDER  -  SECOND    CLASS 0
 RN0360
 RN0360.The horizontal coordinates were established by classical geodetic methods
 RN0360.and adjusted by the National Geodetic Survey in March 1999..
 RN0360.No horizontal observational check was made to the station.
 RN0360
 RN0360.The orthometric height was determined by differential leveling
 RN0360.and adjusted by the National Geodetic Survey in June 1991..
 RN0360
 RN0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0360
 RN0360.The geoid height was determined by GEOID03.
 RN0360
 RN0360.The dynamic height is computed by dividing the NAVD 88
 RN0360.geopotential number by the normal gravity value computed on the
 RN0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0360.degrees latitude (g = 980.6199 gals.).
 RN0360
 RN0360.The modeled gravity was interpolated from observed gravity values.
 RN0360
 RN0360;                    North         East     Units Scale Factor Converg.
 RN0360;SPC MN N     -   138,593.057   863,912.124   MT  1.00005112   +0 37 15.8
 RN0360;SPC MN C     -   306,862.844   951,606.972   MT  0.99996149   +1 26 16.8
 RN0360;UTM  15      - 5,188,094.872   556,259.792   MT  0.99963890   +0 32 17.8
 RN0360
 RN0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0360!SPC MN N     -   0.99993691  x   1.00005112  =   0.99998803
 RN0360!SPC MN C     -   0.99993691  x   0.99996149  =   0.99989840
 RN0360!UTM  15      -   0.99993691  x   0.99963890  =   0.99957583
 RN0360
 RN0360                          SUPERSEDED SURVEY CONTROL
 RN0360
 RN0360  NAD 83(1986)-  46 50 38.45755(N)    092 15 43.67622(W) AD(       ) 3
 RN0360  NAD 27      -  46 50 38.66953(N)    092 15 42.98787(W) AD(       ) 3
 RN0360  NGVD 29 (??/??/92)  430.81   (m)         1413.4    (f) COMPUTED    2 0
 RN0360
 RN0360.Superseded values are not recommended for survey control.
 RN0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0360.See file dsdata.txt to determine how the superseded data were derived.
 RN0360
 RN0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5626088095(NAD 83)
 RN0360_MARKER: DD = SURVEY DISK
 RN0360_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0360_SP_SET: CULVERT
 RN0360_STAMPING: 6932 A 1974
 RN0360_MARK LOGO: MNDT  
 RN0360_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0360+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 RN0360
 RN0360  HISTORY     - Date     Condition        Report By
 RN0360  HISTORY     - 1974     MONUMENTED       MNDT
 RN0360  HISTORY     - 1975     GOOD             MNDT
 RN0360  HISTORY     - 19921020 GOOD             MNDT
 RN0360  HISTORY     - 20021102 GOOD             USPSQD
 RN0360
 RN0360                          STATION DESCRIPTION
 RN0360
 RN0360'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0360'1.1 MI SE FROM FOUR CORNERS.
 RN0360'THE MARK IS LOCATED 0.1 MILE WEST ALONG TRUNK HIGHWAY 194 FROM THE
 RN0360'WEST JUNCTION OF TRUNK HIGHWAYS 53 AND 194 (1.2 MILES SOUTHEAST OF
 RN0360'FOUR CORNERS).  IT IS 27.0 FEET SOUTH OF THE CENTERLINE OF TRUNK
 RN0360'HIGHWAY 194 AT ENGINEERS STATIONING 12+24 (MILEPOINT 7.45).  IT IS SET
 RN0360'IN A DRILL HOLE IN THE SOUTHEAST HEADWALL OF A 5 FOOT BY 7 FOOT
 RN0360'CONCRETE BOX CULVERT (TRUNK HIGHWAY 194 OVER SMALL CREEK), AND IS
 RN0360'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  SE 1/4 SECTION 5, T 50N,
 RN0360'R 15W.
 RN0360
 RN0360                          STATION RECOVERY (1975)
 RN0360
 RN0360'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 RN0360'THE MARK IS A STANDARD MNHD VCM (VERTICAL CONTROL
 RN0360'MONUMENT) DISK STAMPED 6932A 1974, IS SET IN A DRILL HOLE IN THE
 RN0360'SOUTHEAST HEADWALL OF A 5 FOOT BY 7 FOOT CONCRETE BOX CULVERT
 RN0360'(TRUNK HIGHWAY 194 OVER A SMALL CREEK).  THE MARK IS ABOUT 997
 RN0360'FEET WEST OF STATION FAS MNHD 1975, 27.0 FEET SOUTH OF THE
 RN0360'CENTERLINE OF TRUNK HIGHWAY 194, AND IT IS ABOUT 3 FEET BELOW THE
 RN0360'LEVEL OF THE HIGHWAY.
 RN0360
 RN0360                          STATION RECOVERY (1992)
 RN0360
 RN0360'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 RN0360'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 RN0360'1100 FT (335.3 M) EAST OF THE WEST JCT OF TH 194 AND TH 53, AT TH 53
 RN0360'MP 7.5.
 RN0360
 RN0360                          STATION RECOVERY (2002)
 RN0360
 RN0360'RECOVERY NOTE BY US POWER SQUADRON 2002 (SF)
 RN0360'THE MARK WAS BURIED UNDER 3 TO 6 INCHES OF SOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0362 ***********************************************************************
 RN0362  DESIGNATION -  6932 B
 RN0362  PID         -  RN0362
 RN0362  STATE/COUNTY-  MN/ST LOUIS
 RN0362  USGS QUAD   -  ADOLPH (1993)
 RN0362
 RN0362                         *CURRENT SURVEY CONTROL
 RN0362  ___________________________________________________________________
 RN0362* NAD 83(1986)-  46 50 39.     (N)    092 15 57.     (W)     SCALED    
 RN0362* NAVD 88     -       434.270  (meters)    1424.77   (feet)  ADJUSTED  
 RN0362  ___________________________________________________________________
 RN0362  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 RN0362  DYNAMIC HT  -         434.303 (meters)    1424.88  (feet)  COMP
 RN0362  MODELED GRAV-     980,675.2   (mgal)                       NAVD 88
 RN0362
 RN0362  VERT ORDER  -  SECOND    CLASS 0
 RN0362
 RN0362.The horizontal coordinates were scaled from a topographic map and have
 RN0362.an estimated accuracy of +/- 6 seconds.
 RN0362
 RN0362.The orthometric height was determined by differential leveling
 RN0362.and adjusted by the National Geodetic Survey in June 1991..
 RN0362
 RN0362.The geoid height was determined by GEOID03.
 RN0362
 RN0362.The dynamic height is computed by dividing the NAVD 88
 RN0362.geopotential number by the normal gravity value computed on the
 RN0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0362.degrees latitude (g = 980.6199 gals.).
 RN0362
 RN0362.The modeled gravity was interpolated from observed gravity values.
 RN0362
 RN0362;                    North         East    Units  Estimated Accuracy
 RN0362;SPC MN N     -   138,610.      863,630.      MT  (+/- 180 meters Scaled)
 RN0362
 RN0362                          SUPERSEDED SURVEY CONTROL
 RN0362
 RN0362  NGVD 29 (??/??/92)  434.21   (m)         1424.6    (f) COMPUTED    2 0
 RN0362
 RN0362.Superseded values are not recommended for survey control.
 RN0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0362.See file dsdata.txt to determine how the superseded data were derived.
 RN0362
 RN0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM559881(NAD 83)
 RN0362_MARKER: DB = BENCH MARK DISK
 RN0362_SETTING: 66 = SET IN ROCK OUTCROP
 RN0362_SP_SET: GRANITE LEDGE
 RN0362_STAMPING: 6932 B 1974
 RN0362_MARK LOGO: MNDT  
 RN0362_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RN0362+STABILITY: POSITION/ELEVATION WELL
 RN0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0362+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 RN0362
 RN0362  HISTORY     - Date     Condition        Report By
 RN0362  HISTORY     - 1974     MONUMENTED       MNDT
 RN0362  HISTORY     - 19921020 GOOD             MNDT
 RN0362  HISTORY     - 20021102 GOOD             USPSQD
 RN0362
 RN0362                          STATION DESCRIPTION
 RN0362
 RN0362'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0362'0.9 MI SE FROM FOUR CORNERS.
 RN0362'THE MARK IS LOCATED 0.3 MILES WEST ALONG TRUNK HIGHWAY 194 FROM THE
 RN0362'WEST JUNCTION OF TRUNK HIGHWAYS 53 AND 194 (1.2 MILES SOUTHEAST OF
 RN0362'FOUR CORNERS), AND IS 0.7 MILE EAST OF MIDWAY ROAD (COUNTY ROAD 13).
 RN0362'IT IS 52.5 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 194
 RN0362'(MILEPOINT 7.3), 91.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 RN0362'TWO-STORY GREEN STUCCO HOUSE (NUMBER 3771), 59.0 FEET EAST OF DRIVEWAY
 RN0362'TO THE HOUSE, 47.0 FEET WEST OF WEST END OF 15 INCH CORRUGATED METAL
 RN0362'PIPE UNDER DRIVEWAY, AND 41.0 FEET SOUTH OF TELEPHONE POLE NUMBER 7.
 RN0362'IT IS SET IN A DRILL HOLE WHICH IS 4 FEET EAST OF THE WEST END OF A 10
 RN0362'FOOT BY 40 FOOT GRANITE LEDGE.  NE 1/4 SECTION 5, T 50N, R 15W.
 RN0362
 RN0362                          STATION RECOVERY (1992)
 RN0362
 RN0362'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 RN0362'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 RN0362'91.5 FT (27.9 M) SE OF SE COR OF HOUSE NO 5569, AND THE T-POLE IS
 RN0362'GONE.
 RN0362
 RN0362                          STATION RECOVERY (2002)
 RN0362
 RN0362'RECOVERY NOTE BY US POWER SQUADRON 2002 (SF)
 RN0362'THE HOUSE NUMBER IS NOW 5569.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0363 ***********************************************************************
 RN0363  DESIGNATION -  6932 C
 RN0363  PID         -  RN0363
 RN0363  STATE/COUNTY-  MN/ST LOUIS
 RN0363  USGS QUAD   -  ADOLPH (1993)
 RN0363
 RN0363                         *CURRENT SURVEY CONTROL
 RN0363  ___________________________________________________________________
 RN0363* NAD 83(1996)-  46 50 39.14943(N)    092 16 48.41510(W)     ADJUSTED  
 RN0363* NAVD 88     -       439.412  (meters)    1441.64   (feet)  ADJUSTED  
 RN0363  ___________________________________________________________________
 RN0363  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 RN0363  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 RN0363  DYNAMIC HT  -         439.443 (meters)    1441.74  (feet)  COMP
 RN0363  MODELED GRAV-     980,669.5   (mgal)                       NAVD 88
 RN0363
 RN0363  HORZ ORDER  -  THIRD
 RN0363  VERT ORDER  -  SECOND    CLASS 0
 RN0363
 RN0363.The horizontal coordinates were established by classical geodetic methods
 RN0363.and adjusted by the National Geodetic Survey in March 1999..
 RN0363.No horizontal observational check was made to the station.
 RN0363
 RN0363.The orthometric height was determined by differential leveling
 RN0363.and adjusted by the National Geodetic Survey in June 1991..
 RN0363
 RN0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0363
 RN0363.The geoid height was determined by GEOID03.
 RN0363
 RN0363.The dynamic height is computed by dividing the NAVD 88
 RN0363.geopotential number by the normal gravity value computed on the
 RN0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0363.degrees latitude (g = 980.6199 gals.).
 RN0363
 RN0363.The modeled gravity was interpolated from observed gravity values.
 RN0363
 RN0363;                    North         East     Units Scale Factor Converg.
 RN0363;SPC MN N     -   138,599.526   862,540.193   MT  1.00005106   +0 36 27.8
 RN0363;SPC MN C     -   306,849.749   950,235.211   MT  0.99996152   +1 25 30.0
 RN0363;UTM  15      - 5,188,103.317   554,888.439   MT  0.99963703   +0 31 30.6
 RN0363
 RN0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0363!SPC MN N     -   0.99993558  x   1.00005106  =   0.99998663
 RN0363!SPC MN C     -   0.99993558  x   0.99996152  =   0.99989710
 RN0363!UTM  15      -   0.99993558  x   0.99963703  =   0.99957263
 RN0363
 RN0363                          SUPERSEDED SURVEY CONTROL
 RN0363
 RN0363  NAD 83(1986)-  46 50 39.14338(N)    092 16 48.41633(W) AD(       ) 3
 RN0363  NAD 27      -  46 50 39.35481(N)    092 16 47.72716(W) AD(       ) 3
 RN0363  NGVD 29 (07/19/86)  439.34   (m)         1441.4    (f) LEVELING    3  
 RN0363
 RN0363.Superseded values are not recommended for survey control.
 RN0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0363.See file dsdata.txt to determine how the superseded data were derived.
 RN0363
 RN0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5488888103(NAD 83)
 RN0363_MARKER: DD = SURVEY DISK
 RN0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0363_STAMPING: 6932 C 1974
 RN0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0363+STABILITY: SURFACE MOTION
 RN0363
 RN0363  HISTORY     - Date     Condition        Report By
 RN0363  HISTORY     - 1974     MONUMENTED       MNDT
 RN0363  HISTORY     - 1975     GOOD             MNDT
 RN0363  HISTORY     - 20021102 GOOD             USPSQD
 RN0363
 RN0363                          STATION DESCRIPTION
 RN0363
 RN0363'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0363'0.6 MI S FROM FOUR CORNERS.
 RN0363'THE MARK IS LOCATED 1.0 MILES WEST ALONG TRUNK HIGHWAY 194 FROM THE
 RN0363'WEST JUNCTION OF TRUNK HIGHWAYS 53 AND 194 AND IS NEAR THE JUNCTION OF
 RN0363'TRUNK HIGHWAY 194 AND MIDWAY ROAD (COUNTY ROAD 13).  IT IS 80.0 FEET
 RN0363'NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 194 AN MILEPOINT 6.6, 73.0
 RN0363'FEET EAST OF THE CENTER OF COUNTY ROAD 13, 87.5 FEET WEST-SOUTHWEST OF
 RN0363'THE SOUTHWEST CORNER OF A ONE-STORY BROWN FRAME HOUSE, 44.5 FEET EAST
 RN0363'OF POWER POLE NUMBER 120 (LINE JUNCTION), AND 63.2 FEET WEST-SOUTHWEST
 RN0363'OF A RIGHT-OF-WAY POST STAMPED 100 FT. STA. 3382 + 95.1 - SP 114 SEC.
 RN0363'1.  IT IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT (MOGNETIC)
 RN0363'THAT IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 2.0 FEET SOUTH OF
 RN0363'A STEEL WITNESS POST AND IS ABOUT 2 FEET LOWER THAN THE HIGHWAY. NW
 RN0363'1/4 SECTION 5, T 50N, R 15W.
 RN0363
 RN0363                          STATION RECOVERY (1975)
 RN0363
 RN0363'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 RN0363'TO REACH THE MARK FROM THE STATION, GO EAST ON TRUNK
 RN0363'HIGHWAY 194 FOR 0.5 MILE TO THE CROSSING OF MIDWAY ROAD (COUNTY
 RN0363'ROAD 13) AND THE MARK IN THE NORTHEAST QUADRANT.
 RN0363'
 RN0363'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED 6932 C
 RN0363'1974, IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC)
 RN0363'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW
 RN0363'THE LEVEL OF TRUNK HIGHWAY 194.  THE MARK IS 80.0 FEET NORTH OF
 RN0363'THE CENTERLINE OF TRUNK HIGHWAY 194, 73.0 FEET EAST OF THE
 RN0363'CENTERLINE OF COUNTY ROAD 13, 87.5 FEET WEST-SOUTHWEST OF THE
 RN0363'SOUTHWEST CORNER OF A ONE-STORY BROWN FRAME HOUSE, 44.5
 RN0363'FEET EAST OF POWER POLE NUMBER 120 (LINE JUNCTION), 63.2 FEET
 RN0363'WEST-SOUTHWEST OF A RIGHT-OF-WAY POST STAMPED 100 FT. STA
 RN0363'3382 + 95.1 - SP 114 SEC 1, AND 2.0 FEET SOUTH OF A STEEL
 RN0363'WITNESS POST.
 RN0363
 RN0363                          STATION RECOVERY (2002)
 RN0363
 RN0363'RECOVERY NOTE BY US POWER SQUADRON 2002 (SF)
 RN0363'POINT OVERGROWN WITH GRASS AND WEEDS.  WITNESS POST IS THERE BUT SIGN
 RN0363'IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0364 ***********************************************************************
 RN0364  DESIGNATION -  6932 D
 RN0364  PID         -  RN0364
 RN0364  STATE/COUNTY-  MN/ST LOUIS
 RN0364  USGS QUAD   -  ADOLPH (1993)
 RN0364
 RN0364                         *CURRENT SURVEY CONTROL
 RN0364  ___________________________________________________________________
 RN0364* NAD 83(1986)-  46 50 39.     (N)    092 18 03.     (W)     SCALED    
 RN0364* NAVD 88     -       451.117  (meters)    1480.04   (feet)  ADJUSTED  
 RN0364  ___________________________________________________________________
 RN0364  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 RN0364  DYNAMIC HT  -         451.146 (meters)    1480.13  (feet)  COMP
 RN0364  MODELED GRAV-     980,664.7   (mgal)                       NAVD 88
 RN0364
 RN0364  VERT ORDER  -  SECOND    CLASS 0
 RN0364
 RN0364.The horizontal coordinates were scaled from a topographic map and have
 RN0364.an estimated accuracy of +/- 6 seconds.
 RN0364
 RN0364.The orthometric height was determined by differential leveling
 RN0364.and adjusted by the National Geodetic Survey in June 1991..
 RN0364
 RN0364.The geoid height was determined by GEOID03.
 RN0364
 RN0364.The dynamic height is computed by dividing the NAVD 88
 RN0364.geopotential number by the normal gravity value computed on the
 RN0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0364.degrees latitude (g = 980.6199 gals.).
 RN0364
 RN0364.The modeled gravity was interpolated from observed gravity values.
 RN0364
 RN0364;                    North         East    Units  Estimated Accuracy
 RN0364;SPC MN N     -   138,580.      860,960.      MT  (+/- 180 meters Scaled)
 RN0364
 RN0364                          SUPERSEDED SURVEY CONTROL
 RN0364
 RN0364.No superseded survey control is available for this station.
 RN0364
 RN0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM533880(NAD 83)
 RN0364_MARKER: DD = SURVEY DISK
 RN0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0364_STAMPING: 6932 D 1974
 RN0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0364+STABILITY: SURFACE MOTION
 RN0364
 RN0364  HISTORY     - Date     Condition        Report By
 RN0364  HISTORY     - 1974     MONUMENTED       MNDT
 RN0364
 RN0364                          STATION DESCRIPTION
 RN0364
 RN0364'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0364'1.2 MI SW FROM FOUR CORNERS.
 RN0364'THE MARK IS LOCATED 2.0 MILES WEST ALONG TRUNK HIGHWAY 194 FROM THE
 RN0364'WEST JUNCTION OF TRUNK HIGHWAYS 53 AND 194.  IT IS 1 MILE WEST OF
 RN0364'COUNTY ROAD 13 (MIDWAY ROAD) AND 1.0 MILE EAST OF COUNTY ROAD 859
 RN0364'(CARIBOU LAKE ROAD).  IT IS NEAR THE JUNCTION OF TRUNK HIGHWAY 194 AND
 RN0364'COUNTY ROAD 889.  IT IS 91.5 FEET NORTH OF THE CENTERLINE OF TRUNK
 RN0364'HIGHWAY 194 AT MILEPOINT 5.6, 51.0 FEET EAST OF THE CENTER OF COUNTY
 RN0364'ROAD 889, 41.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF CONCRETE BASE
 RN0364'FOR FUEL STORAGE TANK PUMPS, AND IS 20.7 FEET EAST OF A POWER POLE. IT
 RN0364'IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT IS
 RN0364'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 2 FEET SOUTH OF A STEEL
 RN0364'WITNESS POST AND IS ABOUT 2 FEET LOWER THAN THE HIGHWAY. NW 1/4
 RN0364'SECTION 6, T 50N, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0365 ***********************************************************************
 RN0365  DESIGNATION -  6932 E
 RN0365  PID         -  RN0365
 RN0365  STATE/COUNTY-  MN/ST LOUIS
 RN0365  USGS QUAD   -  ADOLPH (1993)
 RN0365
 RN0365                         *CURRENT SURVEY CONTROL
 RN0365  ___________________________________________________________________
 RN0365* NAD 83(1986)-  46 50 38.     (N)    092 19 22.     (W)     SCALED    
 RN0365* NAVD 88     -       446.189  (meters)    1463.87   (feet)  ADJUSTED  
 RN0365  ___________________________________________________________________
 RN0365  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 RN0365  DYNAMIC HT  -         446.218 (meters)    1463.97  (feet)  COMP
 RN0365  MODELED GRAV-     980,663.3   (mgal)                       NAVD 88
 RN0365
 RN0365  VERT ORDER  -  SECOND    CLASS 0
 RN0365
 RN0365.The horizontal coordinates were scaled from a topographic map and have
 RN0365.an estimated accuracy of +/- 6 seconds.
 RN0365
 RN0365.The orthometric height was determined by differential leveling
 RN0365.and adjusted by the National Geodetic Survey in June 1991..
 RN0365
 RN0365.The geoid height was determined by GEOID03.
 RN0365
 RN0365.The dynamic height is computed by dividing the NAVD 88
 RN0365.geopotential number by the normal gravity value computed on the
 RN0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0365.degrees latitude (g = 980.6199 gals.).
 RN0365
 RN0365.The modeled gravity was interpolated from observed gravity values.
 RN0365
 RN0365;                    North         East    Units  Estimated Accuracy
 RN0365;SPC MN N     -   138,530.      859,290.      MT  (+/- 180 meters Scaled)
 RN0365
 RN0365                          SUPERSEDED SURVEY CONTROL
 RN0365
 RN0365.No superseded survey control is available for this station.
 RN0365
 RN0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM516880(NAD 83)
 RN0365_MARKER: DD = SURVEY DISK
 RN0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0365_STAMPING: 6932 E 1974
 RN0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0365+STABILITY: SURFACE MOTION
 RN0365
 RN0365  HISTORY     - Date     Condition        Report By
 RN0365  HISTORY     - 1974     MONUMENTED       MNDT
 RN0365  HISTORY     - 20041030 GOOD             GEOCAC
 RN0365
 RN0365                          STATION DESCRIPTION
 RN0365
 RN0365'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0365'2.5 MI SW FROM FOUR CORNERS.
 RN0365'THE MARK IS LOCATED 3.0 MILES WEST ALONG TRUNK HIGHWAY 194 FROM THE
 RN0365'WEST JUNCTION OF TRUNK HIGHWAYS 53 AND 194 AND 4.6 MILES EASTERLY
 RN0365'ALONG TRUNK HIGHWAY 194 FROM THE JUNCTION OF TRUNK HIGHWAYS 2 AND 194.
 RN0365'IT IS NEAR THE JUNCTION OF TRUNK HIGHWAY 194 AND COUNTY ROAD 859
 RN0365'(CARIBOU LAKE ROAD).  IT IS 92.5 FEET NORTH OF THE CENTERLINE OF TRUNK
 RN0365'HIGHWAY 194 AT MILEPOINT 4.6, 114.0 FEET WEST OF THE CENTER OF COUNTY
 RN0365'ROAD 859, 92.5 FEET WEST OF A POWER POLE WITH GUY WIRE, AND 27.7 FEET
 RN0365'EAST OF A RIGHT-OF-WAY SIGN ON A STEEL POST.  IT IS SET IN THE TOP OF
 RN0365'A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT PROJECTS 9 INCHES ABOVE
 RN0365'THE SURFACE OF THE GROUND.  IT IS 1.8 FEET SOUTH OF A STEEL WITNESS
 RN0365'POST AND IS ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY. NE 1/4
 RN0365'SECTION 2, T 50N, R 16W.
 RN0365
 RN0365                          STATION RECOVERY (2004)
 RN0365
 RN0365'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 RN0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0366 ***********************************************************************
 RN0366  DESIGNATION -  6932 F
 RN0366  PID         -  RN0366
 RN0366  STATE/COUNTY-  MN/ST LOUIS
 RN0366  USGS QUAD   -  ADOLPH (1993)
 RN0366
 RN0366                         *CURRENT SURVEY CONTROL
 RN0366  ___________________________________________________________________
 RN0366* NAD 83(1996)-  46 50 37.67892(N)    092 20 38.94179(W)     ADJUSTED  
 RN0366* NAVD 88     -       442.248  (meters)    1450.94   (feet)  ADJUSTED  
 RN0366  ___________________________________________________________________
 RN0366  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 RN0366  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 RN0366  DYNAMIC HT  -         442.276 (meters)    1451.03  (feet)  COMP
 RN0366  MODELED GRAV-     980,662.2   (mgal)                       NAVD 88
 RN0366
 RN0366  HORZ ORDER  -  THIRD
 RN0366  VERT ORDER  -  SECOND    CLASS 0
 RN0366
 RN0366.The horizontal coordinates were established by classical geodetic methods
 RN0366.and adjusted by the National Geodetic Survey in March 1999..
 RN0366.No horizontal observational check was made to the station.
 RN0366
 RN0366.The orthometric height was determined by differential leveling
 RN0366.and adjusted by the National Geodetic Survey in June 1991..
 RN0366
 RN0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN0366
 RN0366.The geoid height was determined by GEOID03.
 RN0366
 RN0366.The dynamic height is computed by dividing the NAVD 88
 RN0366.geopotential number by the normal gravity value computed on the
 RN0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0366.degrees latitude (g = 980.6199 gals.).
 RN0366
 RN0366.The modeled gravity was interpolated from observed gravity values.
 RN0366
 RN0366;                    North         East     Units Scale Factor Converg.
 RN0366;SPC MN N     -   138,504.331   857,656.243   MT  1.00005118   +0 33 36.9
 RN0366;SPC MN C     -   306,684.867   945,353.554   MT  0.99996146   +1 22 43.2
 RN0366;UTM  15      - 5,188,015.164   550,006.395   MT  0.99963073   +0 28 42.4
 RN0366
 RN0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0366!SPC MN N     -   0.99993515  x   1.00005118  =   0.99998633
 RN0366!SPC MN C     -   0.99993515  x   0.99996146  =   0.99989661
 RN0366!UTM  15      -   0.99993515  x   0.99963073  =   0.99956590
 RN0366
 RN0366                          SUPERSEDED SURVEY CONTROL
 RN0366
 RN0366  NAD 83(1986)-  46 50 37.67304(N)    092 20 38.94302(W) AD(       ) 3
 RN0366  NAD 27      -  46 50 37.88392(N)    092 20 38.24766(W) AD(       ) 3
 RN0366  NGVD 29 (07/19/86)  442.18   (m)         1450.7    (f) LEVELING    3  
 RN0366
 RN0366.Superseded values are not recommended for survey control.
 RN0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0366.See file dsdata.txt to determine how the superseded data were derived.
 RN0366
 RN0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5000688015(NAD 83)
 RN0366_MARKER: DD = SURVEY DISK
 RN0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0366_STAMPING: 6932 F 1974
 RN0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0366+STABILITY: SURFACE MOTION
 RN0366
 RN0366  HISTORY     - Date     Condition        Report By
 RN0366  HISTORY     - 1974     MONUMENTED       MNDT
 RN0366  HISTORY     - 1975     GOOD             MNDT
 RN0366  HISTORY     - 20041030 GOOD             GEOCAC
 RN0366
 RN0366                          STATION DESCRIPTION
 RN0366
 RN0366'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0366'3.0 MI N FROM MUNGER.
 RN0366'THE MARK IS LOCATED 4.0 MILES WEST ALONG TRUNK HIGHWAY 194 FROM THE
 RN0366'WEST JUNCTION OF TRUNK HIGHWAYS 53 AND 194 AND 3.5 MILES EAST ALONG
 RN0366'TRUNK HIGHWAY 194 FROM THE JUNCTION OF TRUNK HIGHWAYS 2 AND 194.  IT
 RN0366'IS 69.0 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 194 AT MILEPOINT
 RN0366'3.5, 110.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A TWO-STORY
 RN0366'CONCRETE BLOCK BUILDING, 70.0 FEET WEST OF PROJECTED CENTER OF
 RN0366'TOWNSHIP ROAD SOUTH, 71.3 FEET SOUTHEAST OF 12 INCH CONCRETE CULVERT
 RN0366'UNDER ENTRANCE NORTH, 230.0 FEET WEST OF THE QUARTER CORNER BETWEEN
 RN0366'SECTIONS 2 AND 3 (ALUMINUM CAPPED IRON PIPE) 118.0 FEET SOUTHEAST OF
 RN0366'POWER POLE NUMBER 23083 (WITH TRANSFORMER) AND 27 FEET SOUTH OF A 2
 RN0366'INCH SPRUCE.  IT IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT
 RN0366'(MAGNETIC) THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1.6 FEET
 RN0366'SOUTH OF A STEEL WITNESS POST AND IS ABOUT LEVEL WITH THE HIGHWAY. NE
 RN0366'1/4 SECTION 3, T 50N, R 16W.
 RN0366
 RN0366                          STATION RECOVERY (1975)
 RN0366
 RN0366'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 RN0366'TO REACH STATION CARIBOU MNHD FROM THE WEST JUNCTION OF TRUNK HWY 53
 RN0366'AND TRUNK HIGHWAY 194 (8 MILES NORTHWEST OF THE CITY OF DULUTH),
 RN0366'GO EAST ON TRUNK HIGHWAY 194 FOR 4.0 MILES TO A GRAVEL ROAD SOUTH
 RN0366'AND STATION CARIBOU MNHD ON THE LEFT.
 RN0366'
 RN0366'THE MARK IS A STANDARD MNHD BENCH MARK DISK STAMPED
 RN0366'6932F 1974, IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT
 RN0366'(MAGNETIC) THAT PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE
 RN0366'GROUND AND IS ABOUT LEVEL WITH THE HIGHWAY.  THE MARK IS 69.0
 RN0366'FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 194 AT MILEPOINT
 RN0366'3.5, 110.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A TWO-STORY
 RN0366'CONCRETE BLOCK BUILDING, 70.0 FEET WEST OF THE PROJECTED
 RN0366'CENTERLINE OF THE GRAVEL ROAD SOUTH, 71.3 FEET SOUTHEAST OF A 12
 RN0366'INCH CONCRETE CULVERT UNDER AN ENTRANCE NORTH, 230.0 FEET WEST OF
 RN0366'THE QUARTER CORNER BETWEEN SECTIONS 2 AND 3 (ALUMINUM
 RN0366'CAPPED IRON PIPE) 118.0 FEET SOUTHEAST OF POWER POLE NUMBER 23083
 RN0366'(WITH TRANSFORMER), AND 1.6 FEET SOUTH OF A STEEL WITNESS POST.
 RN0366
 RN0366                          STATION RECOVERY (2004)
 RN0366
 RN0366'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 RN0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0367 ***********************************************************************
 RN0367  DESIGNATION -  6932 G
 RN0367  PID         -  RN0367
 RN0367  STATE/COUNTY-  MN/ST LOUIS
 RN0367  USGS QUAD   -  ADOLPH (1993)
 RN0367
 RN0367                         *CURRENT SURVEY CONTROL
 RN0367  ___________________________________________________________________
 RN0367* NAD 83(1986)-  46 50 36.     (N)    092 20 59.     (W)     SCALED    
 RN0367* NAVD 88     -       434.025  (meters)    1423.96   (feet)  ADJUSTED  
 RN0367  ___________________________________________________________________
 RN0367  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 RN0367  DYNAMIC HT  -         434.052 (meters)    1424.05  (feet)  COMP
 RN0367  MODELED GRAV-     980,662.0   (mgal)                       NAVD 88
 RN0367
 RN0367  VERT ORDER  -  SECOND    CLASS 0
 RN0367
 RN0367.The horizontal coordinates were scaled from a topographic map and have
 RN0367.an estimated accuracy of +/- 6 seconds.
 RN0367
 RN0367.The orthometric height was determined by differential leveling
 RN0367.and adjusted by the National Geodetic Survey in June 1991..
 RN0367
 RN0367.The geoid height was determined by GEOID03.
 RN0367
 RN0367.The dynamic height is computed by dividing the NAVD 88
 RN0367.geopotential number by the normal gravity value computed on the
 RN0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0367.degrees latitude (g = 980.6199 gals.).
 RN0367
 RN0367.The modeled gravity was interpolated from observed gravity values.
 RN0367
 RN0367;                    North         East    Units  Estimated Accuracy
 RN0367;SPC MN N     -   138,450.      857,230.      MT  (+/- 180 meters Scaled)
 RN0367
 RN0367                          SUPERSEDED SURVEY CONTROL
 RN0367
 RN0367.No superseded survey control is available for this station.
 RN0367
 RN0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM495879(NAD 83)
 RN0367_MARKER: DD = SURVEY DISK
 RN0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0367_SP_SET: CULVERT
 RN0367_STAMPING: 6932 G 1974
 RN0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0367
 RN0367  HISTORY     - Date     Condition        Report By
 RN0367  HISTORY     - 1974     MONUMENTED       MNDT
 RN0367  HISTORY     - 20041030 GOOD             GEOCAC
 RN0367
 RN0367                          STATION DESCRIPTION
 RN0367
 RN0367'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0367'3.0 MI N FROM MUNGER.
 RN0367'THE MARK IS LOCATED 3.3 MILES EASTERLY ALONG TRUNK HIGHWAY 2 FROM THE
 RN0367'JUNCTION OF TRUNK HIGHWAYS 2 AND 194 AND IS 4.3 MILES WEST OF THE WEST
 RN0367'JUNCTION OF TRUNK HIGHWAYS 53 AND 194.  IT IS 0.2 MILE EAST OF
 RN0367'BERQUIST ROAD.  IT IS 32.0 FEET SOUTH OF THE CENTERLINE OF TRUNK
 RN0367'HIGHWAY 194 AT MILEPOINT 3.3.  IT IS SET IN A DRILL HOLE IN THE
 RN0367'SOUTHEAST CORNER OF HEADWALL OF A 5 FOOT BY 7 FOOT BOX CULVERT (TRUNK
 RN0367'HIGHWAY 194 OVER SMALL CREEK) AND IS ABOUT 4 FEET BELOW THE LEVEL OF
 RN0367'THE HIGHWAY.  SE 1/4 SECTION 3, T 50N, R 16W.
 RN0367
 RN0367                          STATION RECOVERY (2004)
 RN0367
 RN0367'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 RN0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0368 ***********************************************************************
 RN0368  DESIGNATION -  6932 H
 RN0368  PID         -  RN0368
 RN0368  STATE/COUNTY-  MN/ST LOUIS
 RN0368  USGS QUAD   -  ADOLPH (1993)
 RN0368
 RN0368                         *CURRENT SURVEY CONTROL
 RN0368  ___________________________________________________________________
 RN0368* NAD 83(1986)-  46 50 44.     (N)    092 21 16.     (W)     SCALED    
 RN0368* NAVD 88     -       432.632  (meters)    1419.39   (feet)  ADJUSTED  
 RN0368  ___________________________________________________________________
 RN0368  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 RN0368  DYNAMIC HT  -         432.659 (meters)    1419.48  (feet)  COMP
 RN0368  MODELED GRAV-     980,661.6   (mgal)                       NAVD 88
 RN0368
 RN0368  VERT ORDER  -  SECOND    CLASS 0
 RN0368
 RN0368.The horizontal coordinates were scaled from a topographic map and have
 RN0368.an estimated accuracy of +/- 6 seconds.
 RN0368
 RN0368.The orthometric height was determined by differential leveling
 RN0368.and adjusted by the National Geodetic Survey in June 1991..
 RN0368
 RN0368.The geoid height was determined by GEOID03.
 RN0368
 RN0368.The dynamic height is computed by dividing the NAVD 88
 RN0368.geopotential number by the normal gravity value computed on the
 RN0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0368.degrees latitude (g = 980.6199 gals.).
 RN0368
 RN0368.The modeled gravity was interpolated from observed gravity values.
 RN0368
 RN0368;                    North         East    Units  Estimated Accuracy
 RN0368;SPC MN N     -   138,690.      856,870.      MT  (+/- 180 meters Scaled)
 RN0368
 RN0368                          SUPERSEDED SURVEY CONTROL
 RN0368
 RN0368.No superseded survey control is available for this station.
 RN0368
 RN0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM492882(NAD 83)
 RN0368_MARKER: DD = SURVEY DISK
 RN0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0368_SP_SET: CONCRETE BASE
 RN0368_STAMPING: 6932 H 1974
 RN0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0368
 RN0368  HISTORY     - Date     Condition        Report By
 RN0368  HISTORY     - 1974     MONUMENTED       MNDT
 RN0368
 RN0368                          STATION DESCRIPTION
 RN0368
 RN0368'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0368'3.1 MI NNW FROM MUNGER.
 RN0368'THE MARK IS LOCATED 0.15 MILE NORTH ALONG BERQUIST ROAD FROM THE
 RN0368'JUNCTION OF TRUNK HIGHWAY 194 AND BERQUIST ROAD (MILEPOINT 3.1) WHICH
 RN0368'IS 3.1 MILES EASTERLY ALONG TRUNK HIGHWAY 194 FROM THE JUNCTION OF
 RN0368'TRUNK HIGHWAYS 2 AND 194, AND IS 4.5 MILES WEST ALONG TRUNK HIGHWAY
 RN0368'194 FROM THE WEST JUNCTION OF TRUNK HIGHWAYS 53 AND 194.  IT IS 200
 RN0368'FEET WEST OF BERQUIST ROAD, AND IS 31.2 FEET EAST OF THE SOUTHEAST
 RN0368'CORNER OF A 20 FOOT CONCRETE BLOCK BUILDING.  IT IS SET IN A DRILL
 RN0368'HOLE IN THE SOUTHEAST CORNER OF THE 2 FOOT BY 1.5 FOOT HIGH CONCRETE
 RN0368'BASE FOR THE SOUTHEAST LEG OF A 200 FOOT STEEL TOWER.  NW 1/4 SECTION
 RN0368'3, T 150N, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0370 ***********************************************************************
 RN0370  DESIGNATION -  6932 K
 RN0370  PID         -  RN0370
 RN0370  STATE/COUNTY-  MN/ST LOUIS
 RN0370  USGS QUAD   -  SAGINAW (1969)
 RN0370
 RN0370                         *CURRENT SURVEY CONTROL
 RN0370  ___________________________________________________________________
 RN0370* NAD 83(1986)-  46 50 37.     (N)    092 22 48.     (W)     SCALED    
 RN0370* NAVD 88     -       414.711  (meters)    1360.60   (feet)  ADJUSTED  
 RN0370  ___________________________________________________________________
 RN0370  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 RN0370  DYNAMIC HT  -         414.736 (meters)    1360.68  (feet)  COMP
 RN0370  MODELED GRAV-     980,661.2   (mgal)                       NAVD 88
 RN0370
 RN0370  VERT ORDER  -  SECOND    CLASS 0
 RN0370
 RN0370.The horizontal coordinates were scaled from a topographic map and have
 RN0370.an estimated accuracy of +/- 6 seconds.
 RN0370
 RN0370.The orthometric height was determined by differential leveling
 RN0370.and adjusted by the National Geodetic Survey in June 1991..
 RN0370
 RN0370.The geoid height was determined by GEOID03.
 RN0370
 RN0370.The dynamic height is computed by dividing the NAVD 88
 RN0370.geopotential number by the normal gravity value computed on the
 RN0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0370.degrees latitude (g = 980.6199 gals.).
 RN0370
 RN0370.The modeled gravity was interpolated from observed gravity values.
 RN0370
 RN0370;                    North         East    Units  Estimated Accuracy
 RN0370;SPC MN N     -   138,460.      854,920.      MT  (+/- 180 meters Scaled)
 RN0370
 RN0370                          SUPERSEDED SURVEY CONTROL
 RN0370
 RN0370.No superseded survey control is available for this station.
 RN0370
 RN0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM472879(NAD 83)
 RN0370_MARKER: DD = SURVEY DISK
 RN0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0370_SP_SET: CULVERT
 RN0370_STAMPING: 6932 K 1974
 RN0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0370
 RN0370  HISTORY     - Date     Condition        Report By
 RN0370  HISTORY     - 1974     MONUMENTED       MNDT
 RN0370
 RN0370                          STATION DESCRIPTION
 RN0370
 RN0370'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0370'3.2 MI ESE FROM SAGINAW.
 RN0370'THE MARK IS LOCATED 1.9 MILES EASTERLY ALONG TRUNK HIGHWAY 194 FROM
 RN0370'THE JUNCTION OF TRUNK HIGHWAYS 2 AND 194 AND IS 5.7 MILES WEST ALONG
 RN0370'TRUNK HIGHWAY 194 FROM THE WEST JUNCTION OF TRUNK HIGHWAYS 53 AND 194.
 RN0370'IT IS 25.4 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 194 AT
 RN0370'MILEPOINT 1.9 AND IS 2.6 FEET WEST OF A STEEL GUARD RAIL POST.  IT IS
 RN0370'SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE CONCRETE HEADWALL
 RN0370'OF 10 FOOT BY 33 FOOT TRIPLE BOX CULVERT (TRUNK HIGHWAY 194 OVER THE
 RN0370'WHITE PINE RIVER).  IT IS ABOUT 2 FEET LOWER THAN THE HIGHWAY.  SW 1/4
 RN0370'SECTION 4, T 50N, R 16W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0371 ***********************************************************************
 RN0371  DESIGNATION -  6932 L
 RN0371  PID         -  RN0371
 RN0371  STATE/COUNTY-  MN/ST LOUIS
 RN0371  USGS QUAD   -  SAGINAW (1969)
 RN0371
 RN0371                         *CURRENT SURVEY CONTROL
 RN0371  ___________________________________________________________________
 RN0371* NAD 83(1986)-  46 50 34.     (N)    092 24 13.     (W)     SCALED    
 RN0371* NAVD 88     -       414.871  (meters)    1361.12   (feet)  ADJUSTED  
 RN0371  ___________________________________________________________________
 RN0371  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 RN0371  DYNAMIC HT  -         414.896 (meters)    1361.20  (feet)  COMP
 RN0371  MODELED GRAV-     980,661.1   (mgal)                       NAVD 88
 RN0371
 RN0371  VERT ORDER  -  SECOND    CLASS 0
 RN0371
 RN0371.The horizontal coordinates were scaled from a topographic map and have
 RN0371.an estimated accuracy of +/- 6 seconds.
 RN0371
 RN0371.The orthometric height was determined by differential leveling
 RN0371.and adjusted by the National Geodetic Survey in June 1991..
 RN0371
 RN0371.The geoid height was determined by GEOID03.
 RN0371
 RN0371.The dynamic height is computed by dividing the NAVD 88
 RN0371.geopotential number by the normal gravity value computed on the
 RN0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0371.degrees latitude (g = 980.6199 gals.).
 RN0371
 RN0371.The modeled gravity was interpolated from observed gravity values.
 RN0371
 RN0371;                    North         East    Units  Estimated Accuracy
 RN0371;SPC MN N     -   138,350.      853,120.      MT  (+/- 180 meters Scaled)
 RN0371
 RN0371                          SUPERSEDED SURVEY CONTROL
 RN0371
 RN0371.No superseded survey control is available for this station.
 RN0371
 RN0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM454878(NAD 83)
 RN0371_MARKER: DD = SURVEY DISK
 RN0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0371_SP_SET: ROD
 RN0371_STAMPING: 6932 L 1974
 RN0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0371
 RN0371  HISTORY     - Date     Condition        Report By
 RN0371  HISTORY     - 1974     MONUMENTED       MNDT
 RN0371  HISTORY     - 20041011 GOOD             GEOCAC
 RN0371
 RN0371                          STATION DESCRIPTION
 RN0371
 RN0371'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0371'2.3 MI SE FROM SAGINAW.
 RN0371'THE MARK IS LOCATED ABOUT 0.8 MILE EASTERLY ALONG TRUNK HIGHWAY 194
 RN0371'FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND 194 AND ABOUT 6.8 MILES
 RN0371'WESTERLY ALONG TRUNK HIGHWAY 194 FROM THE WEST JUNCTION OF TRUNK
 RN0371'HIGHWAYS 53 AND 194.  IT IS 70.6 FEET NORTH OF THE CENTERLINE OF TRUNK
 RN0371'HIGHWAY 194 AT MILEPOINT 0.8, IS 15.0 FEET WEST OF THE CENTER OF AN
 RN0371'ENTRANCE NORTH, AND IS 26.4 FEET SOUTH OF A 10 INCH POPLAR.  IT IS
 RN0371'CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 29 FOOT LONG
 RN0371'COPPER-COATED STEEL ROD DRIVEN INTO THE GROUND.  IT PROJECTS 3 INCHES
 RN0371'ABOVE THE GROUND, IS 1.0 FOOT SOUTH OF A STEEL WITNESS POST AND IS
 RN0371'ABOUT LEVEL WITH THE HIGHWAY.  SW 1/4 SECTION 5, T 50W, R 16W.
 RN0371
 RN0371                          STATION RECOVERY (2004)
 RN0371
 RN0371'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 RN0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0239 ***********************************************************************
 RN0239  DESIGNATION -  6933 A
 RN0239  PID         -  RN0239
 RN0239  STATE/COUNTY-  MN/ST LOUIS
 RN0239  USGS QUAD   -  DULUTH (1993)
 RN0239
 RN0239                         *CURRENT SURVEY CONTROL
 RN0239  ___________________________________________________________________
 RN0239* NAD 83(1986)-  46 47 47.     (N)    092 06 18.     (W)     SCALED    
 RN0239* NAVD 88     -       322.630  (meters)    1058.50   (feet)  ADJUSTED  
 RN0239  ___________________________________________________________________
 RN0239  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN0239  DYNAMIC HT  -         322.671 (meters)    1058.63  (feet)  COMP
 RN0239  MODELED GRAV-     980,732.2   (mgal)                       NAVD 88
 RN0239
 RN0239  VERT ORDER  -  SECOND    CLASS 0
 RN0239
 RN0239.The horizontal coordinates were scaled from a topographic map and have
 RN0239.an estimated accuracy of +/- 6 seconds.
 RN0239
 RN0239.The orthometric height was determined by differential leveling
 RN0239.and adjusted by the National Geodetic Survey in June 1991..
 RN0239
 RN0239.The geoid height was determined by GEOID03.
 RN0239
 RN0239.The dynamic height is computed by dividing the NAVD 88
 RN0239.geopotential number by the normal gravity value computed on the
 RN0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0239.degrees latitude (g = 980.6199 gals.).
 RN0239
 RN0239.The modeled gravity was interpolated from observed gravity values.
 RN0239
 RN0239;                    North         East    Units  Estimated Accuracy
 RN0239;SPC MN N     -   133,440.      875,970.      MT  (+/- 180 meters Scaled)
 RN0239
 RN0239                          SUPERSEDED SURVEY CONTROL
 RN0239
 RN0239  NGVD 29 (??/??/92)  322.608  (m)         1058.42   (f) ADJ UNCH    2 0
 RN0239
 RN0239.Superseded values are not recommended for survey control.
 RN0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0239.See file dsdata.txt to determine how the superseded data were derived.
 RN0239
 RN0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM683829(NAD 83)
 RN0239_MARKER: DD = SURVEY DISK
 RN0239_SETTING: 66 = SET IN ROCK OUTCROP
 RN0239_SP_SET: BEDROCK
 RN0239_STAMPING: 6933-A 1971
 RN0239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RN0239+STABILITY: POSITION/ELEVATION WELL
 RN0239
 RN0239  HISTORY     - Date     Condition        Report By
 RN0239  HISTORY     - 1971     MONUMENTED       MNDT
 RN0239
 RN0239                          STATION DESCRIPTION
 RN0239
 RN0239'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0239'IN DULUTH.
 RN0239'MARK IS LOCATED 2.4 MILES SOUTHEAST ALONG T.H. 194 FROM THE JUNCTION
 RN0239'OF T.H. 194 AND T.H. 53 IN DULUTH HEIGHTS, ABOUT 0.15 MILES EAST OF
 RN0239'THE JUNCTION OF COUNTY ROAD 4 (MISSABE AVENUE), ABOUT 175 FEET
 RN0239'SOUTHWEST OF A CHURCH, 56 FEET NORTHWEST OF AND 7 FEET HIGHER THAN THE
 RN0239'CENTERLINE OF T.H. 194 AT THE WEST END OF A LARGE SECTION OF EXPOSED
 RN0239'BEDROCK.  SW 1/4 SECTION 22, T 50N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0299 ***********************************************************************
 RN0299  DESIGNATION -  6933 E
 RN0299  PID         -  RN0299
 RN0299  STATE/COUNTY-  MN/ST LOUIS
 RN0299  USGS QUAD   -  DULUTH HEIGHTS (1993)
 RN0299
 RN0299                         *CURRENT SURVEY CONTROL
 RN0299  ___________________________________________________________________
 RN0299* NAD 83(1986)-  46 48 12.     (N)    092 09 06.     (W)     SCALED    
 RN0299* NAVD 88     -       407.175  (meters)    1335.87   (feet)  ADJUSTED  
 RN0299  ___________________________________________________________________
 RN0299  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 RN0299  DYNAMIC HT  -         407.219 (meters)    1336.02  (feet)  COMP
 RN0299  MODELED GRAV-     980,708.7   (mgal)                       NAVD 88
 RN0299
 RN0299  VERT ORDER  -  SECOND    CLASS 0
 RN0299
 RN0299.The horizontal coordinates were scaled from a topographic map and have
 RN0299.an estimated accuracy of +/- 6 seconds.
 RN0299
 RN0299.The orthometric height was determined by differential leveling
 RN0299.and adjusted by the National Geodetic Survey in June 1991..
 RN0299
 RN0299.The geoid height was determined by GEOID03.
 RN0299
 RN0299.The dynamic height is computed by dividing the NAVD 88
 RN0299.geopotential number by the normal gravity value computed on the
 RN0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0299.degrees latitude (g = 980.6199 gals.).
 RN0299
 RN0299.The modeled gravity was interpolated from observed gravity values.
 RN0299
 RN0299;                    North         East    Units  Estimated Accuracy
 RN0299;SPC MN N     -   134,170.      872,390.      MT  (+/- 180 meters Scaled)
 RN0299
 RN0299                          SUPERSEDED SURVEY CONTROL
 RN0299
 RN0299  NGVD 29 (??/??/92)  407.137  (m)         1335.75   (f) ADJ UNCH    2 0
 RN0299
 RN0299.Superseded values are not recommended for survey control.
 RN0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0299.See file dsdata.txt to determine how the superseded data were derived.
 RN0299
 RN0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM647836(NAD 83)
 RN0299_MARKER: DD = SURVEY DISK
 RN0299_SETTING: 66 = SET IN ROCK OUTCROP
 RN0299_SP_SET: BEDROCK
 RN0299_STAMPING: 6933-E 1971
 RN0299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RN0299+STABILITY: POSITION/ELEVATION WELL
 RN0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0299+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 RN0299
 RN0299  HISTORY     - Date     Condition        Report By
 RN0299  HISTORY     - 1971     MONUMENTED       MNDT
 RN0299  HISTORY     - 20051008 GOOD             USPSQD
 RN0299
 RN0299                          STATION DESCRIPTION
 RN0299
 RN0299'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0299'IN DULUTH.
 RN0299'MARK IS LOCATED 0.15 MILES SOUTHEAST ALONG T.H. 194 FROM THE JUNCTION
 RN0299'OF T.H. 194 AND T.H. 53 IN DULUTH HEIGHTS, 38 FEET SOUTHWEST OF, AND 5
 RN0299'FEET HIGHER THAN THE CENTERLINE OF EASTBOUND T.H. 53, DRILLED IN
 RN0299'EXPOSED BEDROCK.  NW 1/4 SECTION 20, T 50N, R 15W.
 RN0299
 RN0299                          STATION RECOVERY (2005)
 RN0299
 RN0299'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 RN0299'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED. MARK IS ACCROSS THE
 RN0299'HIGHWAY FROM A  COLD STONE CREAMERY STORE. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1952 ***********************************************************************
 SJ1952  DESIGNATION -  6934 C
 SJ1952  PID         -  SJ1952
 SJ1952  STATE/COUNTY-  MN/ST LOUIS
 SJ1952  USGS QUAD   -  KEEWATIN (1976)
 SJ1952
 SJ1952                         *CURRENT SURVEY CONTROL
 SJ1952  ___________________________________________________________________
 SJ1952* NAD 83(1986)-  47 23 43.     (N)    093 00 12.     (W)     SCALED    
 SJ1952* NAVD 88     -       465.750  (meters)    1528.05   (feet)  ADJUSTED  
 SJ1952  ___________________________________________________________________
 SJ1952  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 SJ1952  DYNAMIC HT  -         465.786 (meters)    1528.17  (feet)  COMP
 SJ1952  MODELED GRAV-     980,676.9   (mgal)                       NAVD 88
 SJ1952
 SJ1952  VERT ORDER  -  SECOND    CLASS I
 SJ1952
 SJ1952.The horizontal coordinates were scaled from a topographic map and have
 SJ1952.an estimated accuracy of +/- 6 seconds.
 SJ1952
 SJ1952.The orthometric height was determined by differential leveling
 SJ1952.and adjusted by the National Geodetic Survey in June 1991..
 SJ1952
 SJ1952.The geoid height was determined by GEOID03.
 SJ1952
 SJ1952.The dynamic height is computed by dividing the NAVD 88
 SJ1952.geopotential number by the normal gravity value computed on the
 SJ1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1952.degrees latitude (g = 980.6199 gals.).
 SJ1952
 SJ1952.The modeled gravity was interpolated from observed gravity values.
 SJ1952
 SJ1952;                    North         East    Units  Estimated Accuracy
 SJ1952;SPC MN N     -   199,540.      807,300.      MT  (+/- 180 meters Scaled)
 SJ1952
 SJ1952                          SUPERSEDED SURVEY CONTROL
 SJ1952
 SJ1952.No superseded survey control is available for this station.
 SJ1952
 SJ1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN997490(NAD 83)
 SJ1952_MARKER: DD = SURVEY DISK
 SJ1952_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1952_SP_SET: ABUTMENT
 SJ1952_STAMPING: 6934 C 1978
 SJ1952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1952
 SJ1952  HISTORY     - Date     Condition        Report By
 SJ1952  HISTORY     - 1978     MONUMENTED       MNDT
 SJ1952
 SJ1952                          STATION DESCRIPTION
 SJ1952
 SJ1952'DESCRIBED BY MN DEPT OF TRANSP 1978
 SJ1952'3.55 MI EAST FROM KEEWATIN.
 SJ1952'THE MARK IS LOCATED 3.55 MILES EAST ALONG TRUNK HIGHWAY 169 FROM THE
 SJ1952'INTERSECTION OF TRUNK HIGHWAY 169 AND 1ST ST. AT THE SOUTH EDGE OF
 SJ1952'KEEWATIN. IT IS ALSO 3.75 MILES WEST ALONG TRUNK HIGHWAY 169 FROM THE
 SJ1952'INTERSECTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 37 AT THE
 SJ1952'SOUTHEAST PART OF HIBBING. IT IS 46.0 FT. SOUTH OF THE CENTERLINE OF
 SJ1952'TRUNK HIGHWAY 169 NORTHBOUND AT MILEPOINT 335.4. IT IS SET IN THE
 SJ1952'SOUTH END OF THE EAST ABUTMENT OF BRIDGE NUMBER 69064, TRUNK HIGHWAY
 SJ1952'169 NORTHBOUND OVER THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4841 ***********************************************************************
 DF4841  DESIGNATION -  6935 C
 DF4841  PID         -  DF4841
 DF4841  STATE/COUNTY-  MN/ST LOUIS
 DF4841  USGS QUAD   -  KINNEY (1985)
 DF4841
 DF4841                         *CURRENT SURVEY CONTROL
 DF4841  ___________________________________________________________________
 DF4841* NAD 83(1996)-  47 30 02.32828(N)    092 40 12.74846(W)     ADJUSTED  
 DF4841* NAVD 88     -       443.87   (meters)    1456.3    (feet)  LEVELING  
 DF4841  ___________________________________________________________________
 DF4841  X           -    -201,120.721 (meters)                     COMP
 DF4841  Y           -  -4,312,407.526 (meters)                     COMP
 DF4841  Z           -   4,679,851.324 (meters)                     COMP
 DF4841  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DF4841  ELLIP HEIGHT-         413.68  (meters)          (04/07/03) GPS OBS
 DF4841  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DF4841
 DF4841  HORZ ORDER  -  FIRST
 DF4841  VERT ORDER  -  THIRD ?
 DF4841  ELLP ORDER  -  FOURTH    CLASS I
 DF4841
 DF4841.The horizontal coordinates were established by GPS observations
 DF4841.and adjusted by the MN DEPT OF TRANSP in April 2003..
 DF4841
 DF4841.The orthometric height was determined by differential leveling.
 DF4841.The vertical network tie was performed by a horz. field party for horz.
 DF4841.obs reductions. Reset procedures were used to establish the elevation.
 DF4841
 DF4841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4841
 DF4841.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4841
 DF4841.The ellipsoidal height was determined by GPS observations
 DF4841.and is referenced to NAD 83.
 DF4841
 DF4841.The geoid height was determined by GEOID03.
 DF4841
 DF4841;                    North         East     Units Scale Factor Converg.
 DF4841;SPC MN N     -   211,335.053   832,378.908   MT  0.99991980   +0 19 06.9
 DF4841;UTM  15      - 5,260,854.312   524,837.457   MT  0.99960758   +0 14 35.3
 DF4841
 DF4841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4841!SPC MN N     -   0.99993516  x   0.99991980  =   0.99985497
 DF4841!UTM  15      -   0.99993516  x   0.99960758  =   0.99954277
 DF4841
 DF4841                          SUPERSEDED SURVEY CONTROL
 DF4841
 DF4841.No superseded survey control is available for this station.
 DF4841
 DF4841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN2483760854(NAD 83)
 DF4841_MARKER: DD = SURVEY DISK
 DF4841_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4841_STAMPING: 6935 C 2001
 DF4841_MARK LOGO: MNDT  
 DF4841_PROJECTION: RECESSED 5 CENTIMETERS
 DF4841_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4841+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4841_ROD/PIPE-DEPTH:  4.6 meters
 DF4841
 DF4841  HISTORY     - Date     Condition        Report By
 DF4841  HISTORY     - 2001     MONUMENTED       MNDT
 DF4841  HISTORY     - 2001     GOOD             MNDT
 DF4841
 DF4841                          STATION DESCRIPTION
 DF4841
 DF4841'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4841'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4845 ***********************************************************************
 DF4845  DESIGNATION -  6935 D
 DF4845  PID         -  DF4845
 DF4845  STATE/COUNTY-  MN/ST LOUIS
 DF4845  USGS QUAD   -  KIRK (1983)
 DF4845
 DF4845                         *CURRENT SURVEY CONTROL
 DF4845  ___________________________________________________________________
 DF4845* NAD 83(1996)-  47 29 45.72841(N)    092 41 15.93661(W)     ADJUSTED  
 DF4845* NAVD 88     -       442.14   (meters)    1450.6    (feet)  LEVELING  
 DF4845  ___________________________________________________________________
 DF4845  X           -    -202,459.466 (meters)                     COMP
 DF4845  Y           -  -4,312,722.123 (meters)                     COMP
 DF4845  Z           -   4,679,503.673 (meters)                     COMP
 DF4845  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DF4845  ELLIP HEIGHT-         411.96  (meters)          (04/07/03) GPS OBS
 DF4845  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DF4845
 DF4845  HORZ ORDER  -  FIRST
 DF4845  VERT ORDER  -  THIRD ?
 DF4845  ELLP ORDER  -  FOURTH    CLASS I
 DF4845
 DF4845.The horizontal coordinates were established by GPS observations
 DF4845.and adjusted by the MN DEPT OF TRANSP in April 2003..
 DF4845
 DF4845.The orthometric height was determined by differential leveling.
 DF4845.The vertical network tie was performed by a horz. field party for horz.
 DF4845.obs reductions. Reset procedures were used to establish the elevation.
 DF4845
 DF4845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4845
 DF4845.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4845
 DF4845.The ellipsoidal height was determined by GPS observations
 DF4845.and is referenced to NAD 83.
 DF4845
 DF4845.The geoid height was determined by GEOID03.
 DF4845
 DF4845;                    North         East     Units Scale Factor Converg.
 DF4845;SPC MN N     -   210,815.238   831,059.334   MT  0.99992027   +0 18 20.0
 DF4845;UTM  15      - 5,260,336.395   523,517.613   MT  0.99960680   +0 13 48.7
 DF4845
 DF4845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4845!SPC MN N     -   0.99993543  x   0.99992027  =   0.99985571
 DF4845!UTM  15      -   0.99993543  x   0.99960680  =   0.99954226
 DF4845
 DF4845                          SUPERSEDED SURVEY CONTROL
 DF4845
 DF4845.No superseded survey control is available for this station.
 DF4845
 DF4845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN2351860336(NAD 83)
 DF4845_MARKER: DD = SURVEY DISK
 DF4845_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4845_STAMPING: 6935 D 2001
 DF4845_MARK LOGO: MNDT  
 DF4845_PROJECTION: FLUSH
 DF4845_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4845+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4845_ROD/PIPE-DEPTH:  4.3 meters
 DF4845
 DF4845  HISTORY     - Date     Condition        Report By
 DF4845  HISTORY     - 2001     MONUMENTED       MNDT
 DF4845  HISTORY     - 2001     GOOD             MNDT
 DF4845
 DF4845                          STATION DESCRIPTION
 DF4845
 DF4845'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4845'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4842 ***********************************************************************
 DF4842  DESIGNATION -  6935 G
 DF4842  PID         -  DF4842
 DF4842  STATE/COUNTY-  MN/ST LOUIS
 DF4842  USGS QUAD   -  BUHL (1983)
 DF4842
 DF4842                         *CURRENT SURVEY CONTROL
 DF4842  ___________________________________________________________________
 DF4842* NAD 83(1996)-  47 29 28.90210(N)    092 46 02.61735(W)     ADJUSTED  
 DF4842* NAVD 88     -       451.87   (meters)    1482.5    (feet)  LEVELING  
 DF4842  ___________________________________________________________________
 DF4842  X           -    -208,472.195 (meters)                     COMP
 DF4842  Y           -  -4,312,825.802 (meters)                     COMP
 DF4842  Z           -   4,679,159.708 (meters)                     COMP
 DF4842  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DF4842  ELLIP HEIGHT-         421.69  (meters)          (04/07/03) GPS OBS
 DF4842  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DF4842
 DF4842  HORZ ORDER  -  FIRST
 DF4842  VERT ORDER  -  THIRD ?
 DF4842  ELLP ORDER  -  FOURTH    CLASS I
 DF4842
 DF4842.The horizontal coordinates were established by GPS observations
 DF4842.and adjusted by the MN DEPT OF TRANSP in April 2003..
 DF4842
 DF4842.The orthometric height was determined by differential leveling.
 DF4842.The vertical network tie was performed by a horz. field party for horz.
 DF4842.obs reductions. Reset procedures were used to establish the elevation.
 DF4842
 DF4842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4842
 DF4842.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4842
 DF4842.The ellipsoidal height was determined by GPS observations
 DF4842.and is referenced to NAD 83.
 DF4842
 DF4842.The geoid height was determined by GEOID03.
 DF4842
 DF4842;                    North         East     Units Scale Factor Converg.
 DF4842;SPC MN N     -   210,266.722   825,061.791   MT  0.99992075   +0 14 47.5
 DF4842;UTM  15      - 5,259,795.924   517,521.247   MT  0.99960377   +0 10 17.3
 DF4842
 DF4842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4842!SPC MN N     -   0.99993391  x   0.99992075  =   0.99985466
 DF4842!UTM  15      -   0.99993391  x   0.99960377  =   0.99953770
 DF4842
 DF4842                          SUPERSEDED SURVEY CONTROL
 DF4842
 DF4842.No superseded survey control is available for this station.
 DF4842
 DF4842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN1752159796(NAD 83)
 DF4842_MARKER: DD = SURVEY DISK
 DF4842_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DF4842+WITH SETTING: INFORMATION.
 DF4842_STAMPING: 6935 G 2001
 DF4842_MARK LOGO: MNDT  
 DF4842_PROJECTION: FLUSH
 DF4842_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4842+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4842_ROD/PIPE-DEPTH:  2.4 meters
 DF4842
 DF4842  HISTORY     - Date     Condition        Report By
 DF4842  HISTORY     - 2001     MONUMENTED       MNDT
 DF4842  HISTORY     - 2001     GOOD             MNDT
 DF4842
 DF4842                          STATION DESCRIPTION
 DF4842
 DF4842'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4842'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4843 ***********************************************************************
 DF4843  DESIGNATION -  6935 L
 DF4843  PID         -  DF4843
 DF4843  STATE/COUNTY-  MN/ST LOUIS
 DF4843  USGS QUAD   -  BUHL (1983)
 DF4843
 DF4843                         *CURRENT SURVEY CONTROL
 DF4843  ___________________________________________________________________
 DF4843* NAD 83(1996)-  47 28 38.84474(N)    092 50 04.66525(W)     ADJUSTED  
 DF4843* NAVD 88     -       457.82   (meters)    1502.0    (feet)  LEVELING  
 DF4843  ___________________________________________________________________
 DF4843  X           -    -213,589.627 (meters)                     COMP
 DF4843  Y           -  -4,313,720.416 (meters)                     COMP
 DF4843  Z           -   4,678,119.312 (meters)                     COMP
 DF4843  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 DF4843  ELLIP HEIGHT-         427.67  (meters)          (04/07/03) GPS OBS
 DF4843  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DF4843
 DF4843  HORZ ORDER  -  FIRST
 DF4843  VERT ORDER  -  THIRD ?
 DF4843  ELLP ORDER  -  FOURTH    CLASS I
 DF4843
 DF4843.The horizontal coordinates were established by GPS observations
 DF4843.and adjusted by the MN DEPT OF TRANSP in April 2003..
 DF4843
 DF4843.The orthometric height was determined by differential leveling.
 DF4843.The vertical network tie was performed by a horz. field party for horz.
 DF4843.obs reductions. Reset procedures were used to establish the elevation.
 DF4843
 DF4843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4843
 DF4843.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4843
 DF4843.The ellipsoidal height was determined by GPS observations
 DF4843.and is referenced to NAD 83.
 DF4843
 DF4843.The geoid height was determined by GEOID03.
 DF4843
 DF4843;                    North         East     Units Scale Factor Converg.
 DF4843;SPC MN N     -   208,701.315   820,000.942   MT  0.99992223   +0 11 48.1
 DF4843;UTM  15      - 5,258,237.635   512,459.968   MT  0.99960191   +0 07 18.8
 DF4843
 DF4843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4843!SPC MN N     -   0.99993297  x   0.99992223  =   0.99985521
 DF4843!UTM  15      -   0.99993297  x   0.99960191  =   0.99953491
 DF4843
 DF4843                          SUPERSEDED SURVEY CONTROL
 DF4843
 DF4843.No superseded survey control is available for this station.
 DF4843
 DF4843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN1246058238(NAD 83)
 DF4843_MARKER: DD = SURVEY DISK
 DF4843_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DF4843+WITH SETTING: INFORMATION.
 DF4843_STAMPING: 6935 L 2001
 DF4843_MARK LOGO: MNDT  
 DF4843_PROJECTION: FLUSH
 DF4843_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4843+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4843_ROD/PIPE-DEPTH:  2.4 meters
 DF4843
 DF4843  HISTORY     - Date     Condition        Report By
 DF4843  HISTORY     - 2001     MONUMENTED       MNDT
 DF4843  HISTORY     - 2001     GOOD             MNDT
 DF4843
 DF4843                          STATION DESCRIPTION
 DF4843
 DF4843'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4843'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4844 ***********************************************************************
 DF4844  DESIGNATION -  6935 N
 DF4844  PID         -  DF4844
 DF4844  STATE/COUNTY-  MN/ST LOUIS
 DF4844  USGS QUAD   -  HIBBING (1983)
 DF4844
 DF4844                         *CURRENT SURVEY CONTROL
 DF4844  ___________________________________________________________________
 DF4844* NAD 83(1996)-  47 28 45.61440(N)    092 52 51.08900(W)     ADJUSTED  
 DF4844* NAVD 88     -       461.18   (meters)    1513.1    (feet)  LEVELING  
 DF4844  ___________________________________________________________________
 DF4844  X           -    -217,062.431 (meters)                     COMP
 DF4844  Y           -  -4,313,395.041 (meters)                     COMP
 DF4844  Z           -   4,678,263.102 (meters)                     COMP
 DF4844  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 DF4844  ELLIP HEIGHT-         431.03  (meters)          (04/07/03) GPS OBS
 DF4844  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DF4844
 DF4844  HORZ ORDER  -  FIRST
 DF4844  VERT ORDER  -  THIRD ?
 DF4844  ELLP ORDER  -  FOURTH    CLASS I
 DF4844
 DF4844.The horizontal coordinates were established by GPS observations
 DF4844.and adjusted by the MN DEPT OF TRANSP in April 2003..
 DF4844
 DF4844.The orthometric height was determined by differential leveling.
 DF4844.The vertical network tie was performed by a horz. field party for horz.
 DF4844.obs reductions. Reset procedures were used to establish the elevation.
 DF4844
 DF4844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4844
 DF4844.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4844
 DF4844.The ellipsoidal height was determined by GPS observations
 DF4844.and is referenced to NAD 83.
 DF4844
 DF4844.The geoid height was determined by GEOID03.
 DF4844
 DF4844;                    North         East     Units Scale Factor Converg.
 DF4844;SPC MN N     -   208,899.448   816,516.103   MT  0.99992202   +0 09 44.8
 DF4844;UTM  15      - 5,258,440.247   508,976.508   MT  0.99960099   +0 05 16.1
 DF4844
 DF4844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4844!SPC MN N     -   0.99993244  x   0.99992202  =   0.99985447
 DF4844!UTM  15      -   0.99993244  x   0.99960099  =   0.99953346
 DF4844
 DF4844                          SUPERSEDED SURVEY CONTROL
 DF4844
 DF4844.No superseded survey control is available for this station.
 DF4844
 DF4844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN0897758440(NAD 83)
 DF4844_MARKER: DD = SURVEY DISK
 DF4844_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DF4844+WITH SETTING: INFORMATION.
 DF4844_STAMPING: 6935 N 2001
 DF4844_MARK LOGO: MNDT  
 DF4844_PROJECTION: FLUSH
 DF4844_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4844+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2001
 DF4844_ROD/PIPE-DEPTH:  1.2 meters
 DF4844
 DF4844  HISTORY     - Date     Condition        Report By
 DF4844  HISTORY     - 2001     MONUMENTED       MNDT
 DF4844  HISTORY     - 2001     GOOD             MNDT
 DF4844  HISTORY     - 20011024 GOOD             MNDT
 DF4844
 DF4844                          STATION DESCRIPTION
 DF4844
 DF4844'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4844'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DF4844
 DF4844                          STATION RECOVERY (2001)
 DF4844
 DF4844'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (MPP)
 DF4844'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0207 ***********************************************************************
 RN0207  DESIGNATION -  6940 A
 RN0207  PID         -  RN0207
 RN0207  STATE/COUNTY-  MN/ST LOUIS
 RN0207  USGS QUAD   -  WEST DULUTH (1993)
 RN0207
 RN0207                         *CURRENT SURVEY CONTROL
 RN0207  ___________________________________________________________________
 RN0207* NAD 83(1986)-  46 43 43.     (N)    092 09 35.     (W)     SCALED    
 RN0207* NAVD 88     -       193.563  (meters)     635.05   (feet)  ADJUSTED  
 RN0207  ___________________________________________________________________
 RN0207  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN0207  DYNAMIC HT  -         193.588 (meters)     635.13  (feet)  COMP
 RN0207  MODELED GRAV-     980,738.2   (mgal)                       NAVD 88
 RN0207
 RN0207  VERT ORDER  -  SECOND    CLASS 0
 RN0207
 RN0207.The horizontal coordinates were scaled from a topographic map and have
 RN0207.an estimated accuracy of +/- 6 seconds.
 RN0207
 RN0207.The orthometric height was determined by differential leveling
 RN0207.and adjusted by the National Geodetic Survey in June 1991..
 RN0207
 RN0207.The geoid height was determined by GEOID03.
 RN0207
 RN0207.The dynamic height is computed by dividing the NAVD 88
 RN0207.geopotential number by the normal gravity value computed on the
 RN0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0207.degrees latitude (g = 980.6199 gals.).
 RN0207
 RN0207.The modeled gravity was interpolated from observed gravity values.
 RN0207
 RN0207;                    North         East    Units  Estimated Accuracy
 RN0207;SPC MN N     -   125,850.      871,880.      MT  (+/- 180 meters Scaled)
 RN0207
 RN0207                          SUPERSEDED SURVEY CONTROL
 RN0207
 RN0207  NGVD 29 (??/??/92)  193.522  (m)          634.91   (f) ADJ UNCH    2 0
 RN0207
 RN0207.Superseded values are not recommended for survey control.
 RN0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0207.See file dsdata.txt to determine how the superseded data were derived.
 RN0207
 RN0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM642753(NAD 83)
 RN0207_MARKER: DD = SURVEY DISK
 RN0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0207_SP_SET: BRIDGE
 RN0207_STAMPING: 6940-A 1971
 RN0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0207
 RN0207  HISTORY     - Date     Condition        Report By
 RN0207  HISTORY     - 1971     MONUMENTED       MNDT
 RN0207
 RN0207                          STATION DESCRIPTION
 RN0207
 RN0207'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0207'IN DULUTH.
 RN0207'MARK IS LOCATED 0.7 MILES NORTHWEST ALONG TH 2 (LESURE STREET) FROM
 RN0207'THE INTERSTATE (ARROWHEAD) BRIDGE OVER THE ST. LOUIS RIVER, IN THE
 RN0207'SOUTHEAST CORNER (WALKWAY) OF BRIDGE NO. 9256, TH 2 (MILE MARKER
 RN0207'263.4) OVER THE BURLINGTON NORTHERN RAILROAD.  NE 1/4 SECTION 18, T
 RN0207'49N, R 14W.  NOTE-- MARK IS 0.2 MILES SOUTHEAST OF ANOTHER BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0208 ***********************************************************************
 RN0208  DESIGNATION -  6940 B
 RN0208  PID         -  RN0208
 RN0208  STATE/COUNTY-  MN/ST LOUIS
 RN0208  USGS QUAD   -  WEST DULUTH (1993)
 RN0208
 RN0208                         *CURRENT SURVEY CONTROL
 RN0208  ___________________________________________________________________
 RN0208* NAD 83(1986)-  46 43 50.     (N)    092 09 44.     (W)     SCALED    
 RN0208* NAVD 88     -       193.127  (meters)     633.62   (feet)  ADJUSTED  
 RN0208  ___________________________________________________________________
 RN0208  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN0208  DYNAMIC HT  -         193.152 (meters)     633.70  (feet)  COMP
 RN0208  MODELED GRAV-     980,737.1   (mgal)                       NAVD 88
 RN0208
 RN0208  VERT ORDER  -  SECOND    CLASS 0
 RN0208
 RN0208.The horizontal coordinates were scaled from a topographic map and have
 RN0208.an estimated accuracy of +/- 6 seconds.
 RN0208
 RN0208.The orthometric height was determined by differential leveling
 RN0208.and adjusted by the National Geodetic Survey in June 1991..
 RN0208
 RN0208.The geoid height was determined by GEOID03.
 RN0208
 RN0208.The dynamic height is computed by dividing the NAVD 88
 RN0208.geopotential number by the normal gravity value computed on the
 RN0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0208.degrees latitude (g = 980.6199 gals.).
 RN0208
 RN0208.The modeled gravity was interpolated from observed gravity values.
 RN0208
 RN0208;                    North         East    Units  Estimated Accuracy
 RN0208;SPC MN N     -   126,070.      871,690.      MT  (+/- 180 meters Scaled)
 RN0208
 RN0208                          SUPERSEDED SURVEY CONTROL
 RN0208
 RN0208  NGVD 29 (??/??/92)  193.087  (m)          633.49   (f) ADJ UNCH    2 0
 RN0208
 RN0208.Superseded values are not recommended for survey control.
 RN0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0208.See file dsdata.txt to determine how the superseded data were derived.
 RN0208
 RN0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM640755(NAD 83)
 RN0208_MARKER: DD = SURVEY DISK
 RN0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0208_SP_SET: ABUTMENT
 RN0208_STAMPING: 6940-B 1971
 RN0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0208
 RN0208  HISTORY     - Date     Condition        Report By
 RN0208  HISTORY     - 1971     MONUMENTED       MNDT
 RN0208
 RN0208                          STATION DESCRIPTION
 RN0208
 RN0208'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0208'IN DULUTH.
 RN0208'MARK IS LOCATED IN WEST DULUTH, 0.9 MILES NORTHWEST ALONG TH 2 (LESURE
 RN0208'STREET) FROM THE INTERSTATE (ARROWHEAD) BRIDGE OVER THE ST. LOUIS
 RN0208'RIVER, IN THE CORNER (ABUTMENT) OF BRIDGE NO. 9255, TH 2 (MILE MARKER
 RN0208'263.2) OVER THE BURLINGTON NORTHERN RAILROAD.  NE 1/4 SECTION 18, T
 RN0208'49N, R 14W.  NOTE-- MARK IS 0.2 MILES NORTHWEST OF ANOTHER BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0294 ***********************************************************************
 RN0294  DESIGNATION -  6945 AB
 RN0294  PID         -  RN0294
 RN0294  STATE/COUNTY-  MN/ST LOUIS
 RN0294  USGS QUAD   -  DULUTH (1993)
 RN0294
 RN0294                         *CURRENT SURVEY CONTROL
 RN0294  ___________________________________________________________________
 RN0294* NAD 83(1986)-  46 47 18.     (N)    092 05 59.     (W)     SCALED    
 RN0294* NAVD 88     -       211.933  (meters)     695.32   (feet)  ADJUSTED  
 RN0294  ___________________________________________________________________
 RN0294  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 RN0294  DYNAMIC HT  -         211.962 (meters)     695.41  (feet)  COMP
 RN0294  MODELED GRAV-     980,742.4   (mgal)                       NAVD 88
 RN0294
 RN0294  VERT ORDER  -  SECOND    CLASS 0
 RN0294
 RN0294.The horizontal coordinates were scaled from a topographic map and have
 RN0294.an estimated accuracy of +/- 6 seconds.
 RN0294
 RN0294.The orthometric height was determined by differential leveling
 RN0294.and adjusted by the National Geodetic Survey in June 1991..
 RN0294
 RN0294.The geoid height was determined by GEOID03.
 RN0294
 RN0294.The dynamic height is computed by dividing the NAVD 88
 RN0294.geopotential number by the normal gravity value computed on the
 RN0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0294.degrees latitude (g = 980.6199 gals.).
 RN0294
 RN0294.The modeled gravity was interpolated from observed gravity values.
 RN0294
 RN0294;                    North         East    Units  Estimated Accuracy
 RN0294;SPC MN N     -   132,550.      876,380.      MT  (+/- 180 meters Scaled)
 RN0294
 RN0294                          SUPERSEDED SURVEY CONTROL
 RN0294
 RN0294  NGVD 29 (??/??/92)  211.916  (m)          695.26   (f) ADJ UNCH    2 0
 RN0294
 RN0294.Superseded values are not recommended for survey control.
 RN0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0294.See file dsdata.txt to determine how the superseded data were derived.
 RN0294
 RN0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM687820(NAD 83)
 RN0294_MARKER: DD = SURVEY DISK
 RN0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0294_SP_SET: CONCRETE LEDGE
 RN0294_STAMPING: 6945-AB 1971
 RN0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0294+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2004
 RN0294
 RN0294  HISTORY     - Date     Condition        Report By
 RN0294  HISTORY     - 1971     MONUMENTED       MNDT
 RN0294  HISTORY     - 20040214 GOOD             USPSQD
 RN0294
 RN0294                          STATION DESCRIPTION
 RN0294
 RN0294'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0294'IN DULUTH.
 RN0294'MARK IS LOCATED 2 BLOCK NORTHWEST ALONG LAKE AVENUE FROM THE JUNCTION
 RN0294'OF LAKE AVENUE AND T.H. 61 (SUPERIOR STREET), 95 FEET SOUTHEAST OF THE
 RN0294'CENTERLINE OF 2ND STREET EAST, 33 FEET NORTHEAST OF THE CENTERLINE OF
 RN0294'LAKE AVENUE, 9 FEET NORTHWEST OF THE SOUTHEAST (MOST SOUTHERLY) CORNER
 RN0294'OF A 3 STORY BRICK BUILDING (BARNS-AMES SCHOOL), 5 FEET SOUTHEAST OF
 RN0294'THE CENTER OF THE MAIN ENTRANCE (FROM LAKE AVENUE) TO THE BUILDING, IN
 RN0294'THE CONCRETE LEDGE ALONG THE SOUTHEAST SIDE OF THE STEPS ABOUT 2 FEET
 RN0294'HIGHER THAN THE SIDEWALK.  NE 1/4 SECTION 27, T 50N, R 14W.
 RN0294
 RN0294                          STATION RECOVERY (2004)
 RN0294
 RN0294'RECOVERY NOTE BY US POWER SQUADRON 2004 (RN)
 RN0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0251 ***********************************************************************
 RN0251  DESIGNATION -  6946 B
 RN0251  PID         -  RN0251
 RN0251  STATE/COUNTY-  MN/ST LOUIS
 RN0251  USGS QUAD   -  DULUTH (1993)
 RN0251
 RN0251                         *CURRENT SURVEY CONTROL
 RN0251  ___________________________________________________________________
 RN0251* NAD 83(1986)-  46 49 56.     (N)    092 01 28.     (W)     SCALED    
 RN0251* NAVD 88     -       208.590  (meters)     684.35   (feet)  ADJUSTED  
 RN0251  ___________________________________________________________________
 RN0251  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 RN0251  DYNAMIC HT  -         208.619 (meters)     684.44  (feet)  COMP
 RN0251  MODELED GRAV-     980,747.3   (mgal)                       NAVD 88
 RN0251
 RN0251  VERT ORDER  -  FIRST     CLASS II
 RN0251
 RN0251.The horizontal coordinates were scaled from a topographic map and have
 RN0251.an estimated accuracy of +/- 6 seconds.
 RN0251
 RN0251.The orthometric height was determined by differential leveling
 RN0251.and adjusted by the National Geodetic Survey in June 1991..
 RN0251
 RN0251.The geoid height was determined by GEOID03.
 RN0251
 RN0251.The dynamic height is computed by dividing the NAVD 88
 RN0251.geopotential number by the normal gravity value computed on the
 RN0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0251.degrees latitude (g = 980.6199 gals.).
 RN0251
 RN0251.The modeled gravity was interpolated from observed gravity values.
 RN0251
 RN0251;                    North         East    Units  Estimated Accuracy
 RN0251;SPC MN N     -   137,510.      882,060.      MT  (+/- 180 meters Scaled)
 RN0251
 RN0251                          SUPERSEDED SURVEY CONTROL
 RN0251
 RN0251  NGVD 29 (??/??/92)  208.595  (m)          684.37   (f) ADJ UNCH    1 2
 RN0251
 RN0251.Superseded values are not recommended for survey control.
 RN0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0251.See file dsdata.txt to determine how the superseded data were derived.
 RN0251
 RN0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM743869(NAD 83)
 RN0251_MARKER: DD = SURVEY DISK
 RN0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0251_SP_SET: POLE BASE
 RN0251_STAMPING: 6946-B 1971
 RN0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0251
 RN0251  HISTORY     - Date     Condition        Report By
 RN0251  HISTORY     - 1971     MONUMENTED       MNDT
 RN0251  HISTORY     - 1979     GOOD             NGS
 RN0251  HISTORY     - 20011201 GOOD             USPSQD
 RN0251
 RN0251                          STATION DESCRIPTION
 RN0251
 RN0251'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0251'IN LESTER PARK.
 RN0251'MARK IS LOCATED ABOUT 1.0 MILES SOUTHWEST ALONG TH 23 (SUPERIOR
 RN0251'STREET) FROM THE LESTER RIVER BRIDGE, AT THE TRIANGULAR JUNCTION OF TH
 RN0251'23 (SUPERIOR STREET), 49TH AVENUE EAST AND PITT STREET, 265 FEET EAST
 RN0251'OF 49TH AVENUE EAST CENTERLINE, 35 FEET SOUTH OF THE PITT STREET
 RN0251'CENTERLINE, IN THE NORTHWEST CORNER OF THE CONCRETE FLAG POLE BASE AT
 RN0251'ST. MICHAELS SCHOOL.  NW 1/4 SECTION 8, T50N, R13W.
 RN0251
 RN0251                          STATION RECOVERY (1979)
 RN0251
 RN0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0251'RECOVERED IN GOOD CONDITION.
 RN0251
 RN0251                          STATION RECOVERY (2001)
 RN0251
 RN0251'RECOVERY NOTE BY US POWER SQUADRON 2001 (CL)
 RN0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6421 ***********************************************************************
 DF6421  DESIGNATION -  6947 B
 DF6421  PID         -  DF6421
 DF6421  STATE/COUNTY-  MN/ST LOUIS
 DF6421  USGS QUAD   -  BUHL (1983)
 DF6421
 DF6421                         *CURRENT SURVEY CONTROL
 DF6421  ___________________________________________________________________
 DF6421* NAD 83(1996)-  47 23 42.21578(N)    092 51 42.22792(W)     ADJUSTED  
 DF6421* NAVD 88     -       411.63   (meters)    1350.5    (feet)  LEVELING  
 DF6421  ___________________________________________________________________
 DF6421  X           -    -215,965.307 (meters)                     COMP
 DF6421  Y           -  -4,320,327.018 (meters)                     COMP
 DF6421  Z           -   4,671,888.542 (meters)                     COMP
 DF6421  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 DF6421  ELLIP HEIGHT-         381.65  (meters)          (06/18/03) GPS OBS
 DF6421  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DF6421
 DF6421  HORZ ORDER  -  FIRST
 DF6421  VERT ORDER  -  THIRD ?
 DF6421  ELLP ORDER  -  THIRD     CLASS I
 DF6421
 DF6421.The horizontal coordinates were established by GPS observations
 DF6421.and adjusted by the MN DEPT OF TRANSP in June 2003..
 DF6421
 DF6421.The orthometric height was determined by differential leveling.
 DF6421.The vertical network tie was performed by a horz. field party for horz.
 DF6421.obs reductions. Reset procedures were used to establish the elevation.
 DF6421
 DF6421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6421
 DF6421.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6421
 DF6421.The ellipsoidal height was determined by GPS observations
 DF6421.and is referenced to NAD 83.
 DF6421
 DF6421.The geoid height was determined by GEOID03.
 DF6421
 DF6421;                    North         East     Units Scale Factor Converg.
 DF6421;SPC MN N     -   199,534.536   817,986.607   MT  0.99993218   +0 10 35.8
 DF6421;UTM  15      - 5,249,076.476   510,434.322   MT  0.99960134   +0 06 06.4
 DF6421
 DF6421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6421!SPC MN N     -   0.99994018  x   0.99993218  =   0.99987237
 DF6421!UTM  15      -   0.99994018  x   0.99960134  =   0.99954155
 DF6421
 DF6421                          SUPERSEDED SURVEY CONTROL
 DF6421
 DF6421.No superseded survey control is available for this station.
 DF6421
 DF6421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN1043449076(NAD 83)
 DF6421_MARKER: DV = VERTICAL CONTROL DISK
 DF6421_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6421_STAMPING: 6947 B 1990
 DF6421_MARK LOGO: MNDT  
 DF6421_PROJECTION: RECESSED 8 CENTIMETERS
 DF6421_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6421+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 DF6421_ROD/PIPE-DEPTH:  6.1 meters
 DF6421
 DF6421  HISTORY     - Date     Condition        Report By
 DF6421  HISTORY     - 1990     MONUMENTED       MNDT
 DF6421  HISTORY     - 19990401 GOOD             MNDT
 DF6421
 DF6421                          STATION DESCRIPTION
 DF6421
 DF6421'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH)
 DF6421'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 22, T57N, R20W, ABOUT
 DF6421'3-1/2 MILES EAST OF HIBBING.  TO REACH THE MARK FROM THE JUNCTION OF
 DF6421'TH 37 AND TH 169, GO EAST 3.1 MILES (5.0 KM) ALONG TH 37, MP 3.95. THE
 DF6421'MARK IS 60.6 FT (18.5 M) NORTH OF CENTER OF TH 37, 22.8 FT (6.9 M) ENE
 DF6421'OF AN UNDERGROUND CABLE PEDESTAL WITH THE MARKINGS 100-1-4, 47.0 FT
 DF6421'(14.3 M) WEST OF THE CENTER OF AN ENTRANCE, 5.3 FT (1.6 M) NORTH OF
 DF6421'STEEL WITNESS POST, AND IS ABOUT 3 FT (0.9 M) HIGHER THAN TH 37.
 DF6421
 DF6421                          STATION RECOVERY (1999)
 DF6421
 DF6421'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DF6421'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6427 ***********************************************************************
 DF6427  DESIGNATION -  6947 E
 DF6427  PID         -  DF6427
 DF6427  STATE/COUNTY-  MN/ST LOUIS
 DF6427  USGS QUAD   -  KIRK (1983)
 DF6427
 DF6427                         *CURRENT SURVEY CONTROL
 DF6427  ___________________________________________________________________
 DF6427* NAD 83(1996)-  47 24 04.40692(N)    092 42 04.32100(W)     ADJUSTED  
 DF6427* NAVD 88     -       409.72   (meters)    1344.2    (feet)  LEVELING  
 DF6427  ___________________________________________________________________
 DF6427  X           -    -203,836.070 (meters)                     COMP
 DF6427  Y           -  -4,320,409.945 (meters)                     COMP
 DF6427  Z           -   4,672,351.077 (meters)                     COMP
 DF6427  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DF6427  ELLIP HEIGHT-         379.76  (meters)          (06/18/03) GPS OBS
 DF6427  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DF6427
 DF6427  HORZ ORDER  -  FIRST
 DF6427  VERT ORDER  -  THIRD ?
 DF6427  ELLP ORDER  -  THIRD     CLASS I
 DF6427
 DF6427.The horizontal coordinates were established by GPS observations
 DF6427.and adjusted by the MN DEPT OF TRANSP in June 2003..
 DF6427
 DF6427.The orthometric height was determined by differential leveling.
 DF6427.The vertical network tie was performed by a horz. field party for horz.
 DF6427.obs reductions. Reset procedures were used to establish the elevation.
 DF6427
 DF6427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6427
 DF6427.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6427
 DF6427.The ellipsoidal height was determined by GPS observations
 DF6427.and is referenced to NAD 83.
 DF6427
 DF6427.The geoid height was determined by GEOID03.
 DF6427
 DF6427;                    North         East     Units Scale Factor Converg.
 DF6427;SPC MN N     -   200,269.744   830,101.105   MT  0.99993136   +0 17 44.2
 DF6427;UTM  15      - 5,249,795.538   522,545.798   MT  0.99960625   +0 13 11.8
 DF6427
 DF6427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6427!SPC MN N     -   0.99994048  x   0.99993136  =   0.99987184
 DF6427!UTM  15      -   0.99994048  x   0.99960625  =   0.99954675
 DF6427
 DF6427|---------------------------------------------------------------------|
 DF6427| PID    Reference Object                     Distance      Geod. Az  |
 DF6427|                                                           dddmmss.s |
 DF6427| CJ3177 KIRK AZ MK                          369.747 METERS 09028     |
 DF6427|---------------------------------------------------------------------|
 DF6427
 DF6427                          SUPERSEDED SURVEY CONTROL
 DF6427
 DF6427.No superseded survey control is available for this station.
 DF6427
 DF6427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN2254649796(NAD 83)
 DF6427_MARKER: DV = VERTICAL CONTROL DISK
 DF6427_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6427_STAMPING: 6947 E 1990
 DF6427_MARK LOGO: MNDT  
 DF6427_PROJECTION: RECESSED 10 CENTIMETERS
 DF6427_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6427+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 DF6427_ROD/PIPE-DEPTH:  4.6 meters
 DF6427
 DF6427  HISTORY     - Date     Condition        Report By
 DF6427  HISTORY     - 1990     MONUMENTED       MNDT
 DF6427  HISTORY     - 19990401 GOOD             MNDT
 DF6427
 DF6427                          STATION DESCRIPTION
 DF6427
 DF6427'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH)
 DF6427'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 24, T57N, R19W, ABOUT
 DF6427'8-3/4 MILES WSW OF EVELETH ON TH 37.  TO REACH THE MARK FROM THE
 DF6427'JUNCTION OF TH 53 AND TH 37 SOUTH OF EVELETH, GO WEST 8.7 MILES (14.0
 DF6427'KM) ALONG TH 37, MP 11.6.  THE MARK IS 74.0 FT (22.6 M) NORTH OF THE
 DF6427'CENTER OF TH 37, 153.0 FT (46.6 M) EAST OF THE CENTER OF COUNTY RD
 DF6427'784, 5.1 FT (1.6 M) ESE OF A R/W POST, 3.8 FT (1.2 M) SOUTH OF A POWER
 DF6427'POLE, 2.7 FT (0.8 M) NORTH OF A STEEL WITNESS POST, AND IS ABOUT 1 FT
 DF6427'(0.3 M) HIGHER THAN TH 37.
 DF6427
 DF6427                          STATION RECOVERY (1999)
 DF6427
 DF6427'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DF6427'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6429 ***********************************************************************
 DF6429  DESIGNATION -  6947 F
 DF6429  PID         -  DF6429
 DF6429  STATE/COUNTY-  MN/ST LOUIS
 DF6429  USGS QUAD   -  KIRK (1983)
 DF6429
 DF6429                         *CURRENT SURVEY CONTROL
 DF6429  ___________________________________________________________________
 DF6429* NAD 83(1996)-  47 24 04.73929(N)    092 40 30.01008(W)     ADJUSTED  
 DF6429* NAVD 88     -       409.86   (meters)    1344.7    (feet)  LEVELING  
 DF6429  ___________________________________________________________________
 DF6429  X           -    -201,860.270 (meters)                     COMP
 DF6429  Y           -  -4,320,495.254 (meters)                     COMP
 DF6429  Z           -   4,672,358.143 (meters)                     COMP
 DF6429  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 DF6429  ELLIP HEIGHT-         379.92  (meters)          (06/18/03) GPS OBS
 DF6429  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DF6429
 DF6429  HORZ ORDER  -  FIRST
 DF6429  VERT ORDER  -  THIRD ?
 DF6429  ELLP ORDER  -  THIRD     CLASS I
 DF6429
 DF6429.The horizontal coordinates were established by GPS observations
 DF6429.and adjusted by the MN DEPT OF TRANSP in June 2003..
 DF6429
 DF6429.The orthometric height was determined by differential leveling.
 DF6429.The vertical network tie was performed by a horz. field party for horz.
 DF6429.obs reductions. Reset procedures were used to establish the elevation.
 DF6429
 DF6429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6429
 DF6429.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6429
 DF6429.The ellipsoidal height was determined by GPS observations
 DF6429.and is referenced to NAD 83.
 DF6429
 DF6429.The geoid height was determined by GEOID03.
 DF6429
 DF6429;                    North         East     Units Scale Factor Converg.
 DF6429;SPC MN N     -   200,290.544   832,078.396   MT  0.99993135   +0 18 54.1
 DF6429;UTM  15      - 5,249,813.720   524,522.472   MT  0.99960739   +0 14 21.2
 DF6429
 DF6429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6429!SPC MN N     -   0.99994045  x   0.99993135  =   0.99987181
 DF6429!UTM  15      -   0.99994045  x   0.99960739  =   0.99954787
 DF6429
 DF6429                          SUPERSEDED SURVEY CONTROL
 DF6429
 DF6429.No superseded survey control is available for this station.
 DF6429
 DF6429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN2452249814(NAD 83)
 DF6429_MARKER: DV = VERTICAL CONTROL DISK
 DF6429_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6429_STAMPING: 6947 F 1990
 DF6429_MARK LOGO: MNDT  
 DF6429_PROJECTION: RECESSED 8 CENTIMETERS
 DF6429_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6429+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 DF6429_ROD/PIPE-DEPTH:  9.1 meters
 DF6429
 DF6429  HISTORY     - Date     Condition        Report By
 DF6429  HISTORY     - 1990     MONUMENTED       MNDT
 DF6429  HISTORY     - 19990401 GOOD             MNDT
 DF6429
 DF6429                          STATION DESCRIPTION
 DF6429
 DF6429'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH)
 DF6429'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 19, T57N, R18W, ABOUT
 DF6429'7-1/2 MILES WSW OF EVELETH ON TH 37.  TO REACH THE MARK FROM THE
 DF6429'JUNCTION OF TH 53 AND TH 37 SOUTH OF EVELETH, GO WEST 7.45 MILES
 DF6429'(11.99 KM) ALONG TH 37, MP 12.85.  THE MARK IS 73.0 FT (22.3 M) NORTH
 DF6429'OF THE CENTER OF TH 37, 24.0 FT (7.3 M) EAST OF THE CENTER OF SANTI
 DF6429'ROAD, 46.0 FT (14.0 M) ESE OF A POWER POLE, 38.6 FT (11.8 M) WEST OF A
 DF6429'CABLE MARKER PEDESTAL, 2.7 FT (0.8 M) SOUTH OF A STEEL WITNESS POST,
 DF6429'AND IS ABOUT 3 FT (0.9 M) LOWER THAN TH 37.
 DF6429
 DF6429                          STATION RECOVERY (1999)
 DF6429
 DF6429'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DF6429'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6432 ***********************************************************************
 DF6432  DESIGNATION -  6947 G
 DF6432  PID         -  DF6432
 DF6432  STATE/COUNTY-  MN/ST LOUIS
 DF6432  USGS QUAD   -  EVELETH (1983)
 DF6432
 DF6432                         *CURRENT SURVEY CONTROL
 DF6432  ___________________________________________________________________
 DF6432* NAD 83(1996)-  47 24 04.45840(N)    092 37 16.50161(W)     ADJUSTED  
 DF6432* NAVD 88     -       415.81   (meters)    1364.2    (feet)  LEVELING  
 DF6432  ___________________________________________________________________
 DF6432  X           -    -197,807.362 (meters)                     COMP
 DF6432  Y           -  -4,320,693.138 (meters)                     COMP
 DF6432  Z           -   4,672,356.658 (meters)                     COMP
 DF6432  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DF6432  ELLIP HEIGHT-         385.88  (meters)          (06/18/03) GPS OBS
 DF6432  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DF6432
 DF6432  HORZ ORDER  -  FIRST
 DF6432  VERT ORDER  -  THIRD ?
 DF6432  ELLP ORDER  -  THIRD     CLASS I
 DF6432
 DF6432.The horizontal coordinates were established by GPS observations
 DF6432.and adjusted by the MN DEPT OF TRANSP in June 2003..
 DF6432
 DF6432.The orthometric height was determined by differential leveling.
 DF6432.The vertical network tie was performed by a horz. field party for horz.
 DF6432.obs reductions. Reset procedures were used to establish the elevation.
 DF6432
 DF6432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6432
 DF6432.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6432
 DF6432.The ellipsoidal height was determined by GPS observations
 DF6432.and is referenced to NAD 83.
 DF6432
 DF6432.The geoid height was determined by GEOID03.
 DF6432
 DF6432;                    North         East     Units Scale Factor Converg.
 DF6432;SPC MN N     -   200,305.588   836,135.578   MT  0.99993136   +0 21 17.5
 DF6432;UTM  15      - 5,249,823.384   528,578.362   MT  0.99961004   +0 16 43.7
 DF6432
 DF6432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6432!SPC MN N     -   0.99993952  x   0.99993136  =   0.99987088
 DF6432!UTM  15      -   0.99993952  x   0.99961004  =   0.99954958
 DF6432
 DF6432                          SUPERSEDED SURVEY CONTROL
 DF6432
 DF6432.No superseded survey control is available for this station.
 DF6432
 DF6432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN2857849823(NAD 83)
 DF6432_MARKER: DV = VERTICAL CONTROL DISK
 DF6432_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6432_STAMPING: 6947 G 1990
 DF6432_MARK LOGO: MNDT  
 DF6432_PROJECTION: RECESSED 8 CENTIMETERS
 DF6432_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6432+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 DF6432_ROD/PIPE-DEPTH: 16.8 meters
 DF6432
 DF6432  HISTORY     - Date     Condition        Report By
 DF6432  HISTORY     - 1990     MONUMENTED       MNDT
 DF6432  HISTORY     - 19990401 GOOD             MNDT
 DF6432
 DF6432                          STATION DESCRIPTION
 DF6432
 DF6432'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH)
 DF6432'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 22, T57N, R18W, ABOUT 4
 DF6432'MILES (6.4 KM) SW OF EVELETH.  TO REACH THE MARK FROM THE JUNCTION OF
 DF6432'TH 53 AND TH 37 SOUTH OF EVELETH, GO WEST 4.9 MILES (7.9 KM) ALONG TH
 DF6432'37, MP 15.45.  THE MARK IS 80.5 FT (24.5 M) NORTH OF THE CENTER OF TH
 DF6432'37, 98.0 FT (29.9 M) WEST OF A POWER POLE, 58.5 FT (17.8 M) WEST OF
 DF6432'THE CENTER OF AN ENTRANCE, 11.3 FT (3.4 M) WNW OF A CABLE MARKER
 DF6432'PEDESTAL, 1.6 FT (0.5 M) NORTH OF A STEEL WITNESS POST, AND IS ABOUT 1
 DF6432'FT (0.3 M) LOWER THAN TH 37.
 DF6432
 DF6432                          STATION RECOVERY (1999)
 DF6432
 DF6432'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DF6432'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6435 ***********************************************************************
 DF6435  DESIGNATION -  6947 H
 DF6435  PID         -  DF6435
 DF6435  STATE/COUNTY-  MN/ST LOUIS
 DF6435  USGS QUAD   -  EVELETH (1983)
 DF6435
 DF6435                         *CURRENT SURVEY CONTROL
 DF6435  ___________________________________________________________________
 DF6435* NAD 83(1996)-  47 24 07.78398(N)    092 35 37.54590(W)     ADJUSTED  
 DF6435* NAVD 88     -       417.66   (meters)    1370.3    (feet)  LEVELING  
 DF6435  ___________________________________________________________________
 DF6435  X           -    -195,731.119 (meters)                     COMP
 DF6435  Y           -  -4,320,713.268 (meters)                     COMP
 DF6435  Z           -   4,672,427.547 (meters)                     COMP
 DF6435  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DF6435  ELLIP HEIGHT-         387.74  (meters)          (06/18/03) GPS OBS
 DF6435  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 DF6435
 DF6435  HORZ ORDER  -  FIRST
 DF6435  VERT ORDER  -  THIRD ?
 DF6435  ELLP ORDER  -  THIRD     CLASS I
 DF6435
 DF6435.The horizontal coordinates were established by GPS observations
 DF6435.and adjusted by the MN DEPT OF TRANSP in June 2003..
 DF6435
 DF6435.The orthometric height was determined by differential leveling.
 DF6435.The vertical network tie was performed by a horz. field party for horz.
 DF6435.obs reductions. Reset procedures were used to establish the elevation.
 DF6435
 DF6435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6435
 DF6435.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6435
 DF6435.The ellipsoidal height was determined by GPS observations
 DF6435.and is referenced to NAD 83.
 DF6435
 DF6435.The geoid height was determined by GEOID03.
 DF6435
 DF6435;                    North         East     Units Scale Factor Converg.
 DF6435;SPC MN N     -   200,421.501   838,209.623   MT  0.99993124   +0 22 30.8
 DF6435;UTM  15      - 5,249,936.505   530,651.894   MT  0.99961155   +0 17 56.6
 DF6435
 DF6435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6435!SPC MN N     -   0.99993923  x   0.99993124  =   0.99987047
 DF6435!UTM  15      -   0.99993923  x   0.99961155  =   0.99955080
 DF6435
 DF6435                          SUPERSEDED SURVEY CONTROL
 DF6435
 DF6435.No superseded survey control is available for this station.
 DF6435
 DF6435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN3065249937(NAD 83)
 DF6435_MARKER: DV = VERTICAL CONTROL DISK
 DF6435_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6435_STAMPING: 6947 H 1990
 DF6435_MARK LOGO: MNDT  
 DF6435_PROJECTION: RECESSED 5 CENTIMETERS
 DF6435_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6435+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 DF6435_ROD/PIPE-DEPTH: 12.8 meters
 DF6435
 DF6435  HISTORY     - Date     Condition        Report By
 DF6435  HISTORY     - 1990     MONUMENTED       MNDT
 DF6435  HISTORY     - 20000401 GOOD             MNDT
 DF6435
 DF6435                          STATION DESCRIPTION
 DF6435
 DF6435'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH)
 DF6435'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 23, T57N, R18W, ABOUT 4
 DF6435'MILES (6.4 KM) SW OF EVELETH ON TH 37.  TO REACH THE MARK FROM THE
 DF6435'JUNCTION OF TH 53 AND TH 37 SOUTH OF EVELETH, GO WEST 3.6 MILES (5.8
 DF6435'KM) ALONG TH 37, MP 16.7.  THE MARK IS 80.0 FT (24.4 M) NNE OF THE
 DF6435'CENTER OF TH 37, 26.4 FT (8.0 M) WSW OF A POWER POLE, 19.0 FT (5.8 M)
 DF6435'ESE OF CABLE MARKER PEDESTAL, 3.4 FT (1.0 M) SOUTH OF A STEEL WITNESS
 DF6435'POST, AND IS ABOUT 2 FT (0.6 M) LOWER THAN TH 37.
 DF6435
 DF6435                          STATION RECOVERY (2000)
 DF6435
 DF6435'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF6435'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. (KNB)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0088 ***********************************************************************
 TB0088  DESIGNATION -  696.7
 TB0088  PID         -  TB0088
 TB0088  STATE/COUNTY-  MN/ST LOUIS
 TB0088  USGS QUAD   -  ORR (1986)
 TB0088
 TB0088                         *CURRENT SURVEY CONTROL
 TB0088  ___________________________________________________________________
 TB0088* NAD 83(1986)-  48 04 26.     (N)    092 49 47.     (W)     SCALED    
 TB0088* NAVD 88     -       394.567  (meters)    1294.51   (feet)  ADJUSTED  
 TB0088  ___________________________________________________________________
 TB0088  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 TB0088  DYNAMIC HT  -         394.629 (meters)    1294.71  (feet)  COMP
 TB0088  MODELED GRAV-     980,757.2   (mgal)                       NAVD 88
 TB0088
 TB0088  VERT ORDER  -  FIRST     CLASS II
 TB0088
 TB0088.The horizontal coordinates were scaled from a topographic map and have
 TB0088.an estimated accuracy of +/- 6 seconds.
 TB0088
 TB0088.The orthometric height was determined by differential leveling
 TB0088.and adjusted by the National Geodetic Survey in June 1991..
 TB0088
 TB0088.The geoid height was determined by GEOID03.
 TB0088
 TB0088.The dynamic height is computed by dividing the NAVD 88
 TB0088.geopotential number by the normal gravity value computed on the
 TB0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0088.degrees latitude (g = 980.6199 gals.).
 TB0088
 TB0088.The modeled gravity was interpolated from observed gravity values.
 TB0088
 TB0088;                    North         East    Units  Estimated Accuracy
 TB0088;SPC MN N     -   275,010.      820,140.      MT  (+/- 180 meters Scaled)
 TB0088
 TB0088                          SUPERSEDED SURVEY CONTROL
 TB0088
 TB0088  NGVD 29 (??/??/92)  394.257  (m)         1293.49   (f) ADJ UNCH    1 2
 TB0088
 TB0088.Superseded values are not recommended for survey control.
 TB0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0088.See file dsdata.txt to determine how the superseded data were derived.
 TB0088
 TB0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP126245(NAD 83)
 TB0088_MARKER: O = CHISELED CIRCLE
 TB0088_SETTING: 66 = SET IN ROCK OUTCROP
 TB0088_SP_SET: ROCK OUTCROP
 TB0088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0088+STABILITY: POSITION/ELEVATION WELL
 TB0088
 TB0088  HISTORY     - Date     Condition        Report By
 TB0088  HISTORY     - UNK      MONUMENTED       DWPRR
 TB0088  HISTORY     - 1933     GOOD             NGS
 TB0088
 TB0088                          STATION DESCRIPTION
 TB0088
 TB0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TB0088'1.5 MI N FROM ORR.
 TB0088'1.5 MILES NORTH BY RAIL.  ALONG THE DULUTH, WINNIPEG AND PACIFIC
 TB0088'RAILWAY, 2560 FEET NORTH OF MILEPOST 117, ON ROCK 30 FEET EAST OF THE
 TB0088'TRACK, PAINTED BM 696.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0229 ***********************************************************************
 RN0229  DESIGNATION -  6980 A
 RN0229  PID         -  RN0229
 RN0229  STATE/COUNTY-  MN/ST LOUIS
 RN0229  USGS QUAD   -  DULUTH (1993)
 RN0229
 RN0229                         *CURRENT SURVEY CONTROL
 RN0229  ___________________________________________________________________
 RN0229* NAD 83(1986)-  46 45 22.     (N)    092 06 21.     (W)     SCALED    
 RN0229* NAVD 88     -       197.898  (meters)     649.27   (feet)  ADJUSTED  
 RN0229  ___________________________________________________________________
 RN0229  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 RN0229  DYNAMIC HT  -         197.925 (meters)     649.36  (feet)  COMP
 RN0229  MODELED GRAV-     980,746.5   (mgal)                       NAVD 88
 RN0229
 RN0229  VERT ORDER  -  SECOND    CLASS I
 RN0229
 RN0229.The horizontal coordinates were scaled from a topographic map and have
 RN0229.an estimated accuracy of +/- 6 seconds.
 RN0229
 RN0229.The orthometric height was determined by differential leveling
 RN0229.and adjusted by the National Geodetic Survey in January 2000..
 RN0229.No vertical observational check was made to the station.
 RN0229.WARNING-Repeat measurements at this control monument indicate possible
 RN0229.vertical movement.
 RN0229
 RN0229.The geoid height was determined by GEOID03.
 RN0229
 RN0229.The dynamic height is computed by dividing the NAVD 88
 RN0229.geopotential number by the normal gravity value computed on the
 RN0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0229.degrees latitude (g = 980.6199 gals.).
 RN0229
 RN0229.The modeled gravity was interpolated from observed gravity values.
 RN0229
 RN0229;                    North         East    Units  Estimated Accuracy
 RN0229;SPC MN N     -   128,960.      875,960.      MT  (+/- 180 meters Scaled)
 RN0229
 RN0229                          SUPERSEDED SURVEY CONTROL
 RN0229
 RN0229  NAVD 88 (06/15/91)  197.923  (m)          649.35   (f) UNKNOWN     1 2
 RN0229  NGVD 29 (??/??/92)  197.925  (m)          649.36   (f) ADJ UNCH    1 2
 RN0229
 RN0229.Superseded values are not recommended for survey control.
 RN0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0229.See file dsdata.txt to determine how the superseded data were derived.
 RN0229
 RN0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM682784(NAD 83)
 RN0229_MARKER: DV = VERTICAL CONTROL DISK
 RN0229_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0229_SP_SET: BRIDGE ABUTMENT
 RN0229_STAMPING: 6980 A 1971
 RN0229_MARK LOGO: MNDT  
 RN0229_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0229+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1991
 RN0229
 RN0229  HISTORY     - Date     Condition        Report By
 RN0229  HISTORY     - 1971     MONUMENTED       MNDT
 RN0229  HISTORY     - 1979     GOOD             NGS
 RN0229  HISTORY     - 19911014 GOOD             MNDT
 RN0229
 RN0229                          STATION DESCRIPTION
 RN0229
 RN0229'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0229'IN DULUTH.
 RN0229'MARK IS LOCATED 0.75 MILES SOUTH ALONG FAI 535, FROM THE JUNCTION OF
 RN0229'FAI 535 AND FAI 35 IN DULUTH, IN THE NORTHEAST CORNER OF BRIDGE NO.
 RN0229'9030, FAI 535 OVER THE ST. LOUIS RIVER (BAY) BETWEEN DULUTH AND
 RN0229'SUPERIOR, WISCONSIN.
 RN0229
 RN0229                          STATION RECOVERY (1979)
 RN0229
 RN0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0229'RECOVERED IN GOOD CONDITION.
 RN0229
 RN0229                          STATION RECOVERY (1991)
 RN0229
 RN0229'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 RN0229'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2392 ***********************************************************************
 AH2392  DESIGNATION -  6980 B 1 RESET
 AH2392  PID         -  AH2392
 AH2392  STATE/COUNTY-  MN/ST LOUIS
 AH2392  USGS QUAD   -  DULUTH (1993)
 AH2392
 AH2392                         *CURRENT SURVEY CONTROL
 AH2392  ___________________________________________________________________
 AH2392* NAD 83(1986)-  46 45 25.     (N)    092 06 22.     (W)     SCALED    
 AH2392* NAVD 88     -       197.579  (meters)     648.22   (feet)  ADJUSTED  
 AH2392  ___________________________________________________________________
 AH2392  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AH2392  DYNAMIC HT  -         197.606 (meters)     648.31  (feet)  COMP
 AH2392  MODELED GRAV-     980,746.7   (mgal)                       NAVD 88
 AH2392
 AH2392  VERT ORDER  -  SECOND    CLASS I
 AH2392
 AH2392.The horizontal coordinates were scaled from a topographic map and have
 AH2392.an estimated accuracy of +/- 6 seconds.
 AH2392
 AH2392.The orthometric height was determined by differential leveling
 AH2392.and adjusted by the National Geodetic Survey in January 2000..
 AH2392.No vertical observational check was made to the station.
 AH2392
 AH2392.The geoid height was determined by GEOID03.
 AH2392
 AH2392.The dynamic height is computed by dividing the NAVD 88
 AH2392.geopotential number by the normal gravity value computed on the
 AH2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2392.degrees latitude (g = 980.6199 gals.).
 AH2392
 AH2392.The modeled gravity was interpolated from observed gravity values.
 AH2392
 AH2392;                    North         East    Units  Estimated Accuracy
 AH2392;SPC MN N     -   129,060.      875,940.      MT  (+/- 180 meters Scaled)
 AH2392
 AH2392                          SUPERSEDED SURVEY CONTROL
 AH2392
 AH2392.No superseded survey control is available for this station.
 AH2392
 AH2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM682785(NAD 83)
 AH2392_MARKER: DV = VERTICAL CONTROL DISK
 AH2392_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH2392_SP_SET: BRIDGE ABUTMENT
 AH2392_STAMPING: 6980 B 1 RESET 1991
 AH2392_MARK LOGO: MNDT  
 AH2392_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH2392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2392+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH2392
 AH2392  HISTORY     - Date     Condition        Report By
 AH2392  HISTORY     - 1991     MONUMENTED       MNDT
 AH2392
 AH2392                          STATION DESCRIPTION
 AH2392
 AH2392'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2392'THE MARK IS LOCATED 0.7 MI (1.1 KM) SOUTH ALONG FAI 535 FROM ITS JCT
 AH2392'WITH FAI 35 IN DULUTH, 0.1 MI (0.2 KM) NORTH OF THE BLATNIK INTERSTATE
 AH2392'BRIDGE TO SUPERIOR) , ON RICES POINT, IN THE SE CORNER OF BRIDGE NO
 AH2392'69808 (NORTHBOUND FAI 535 ENTRANCE RAMP FROM GARFIELD AVENUE AND THE
 AH2392'THE PORT TERMINAL) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2391 ***********************************************************************
 AH2391  DESIGNATION -  6980 B RESET
 AH2391  PID         -  AH2391
 AH2391  STATE/COUNTY-  MN/ST LOUIS
 AH2391  USGS QUAD   -  DULUTH (1993)
 AH2391
 AH2391                         *CURRENT SURVEY CONTROL
 AH2391  ___________________________________________________________________
 AH2391* NAD 83(1986)-  46 45 25.     (N)    092 06 26.     (W)     SCALED    
 AH2391* NAVD 88     -       195.799  (meters)     642.38   (feet)  ADJUSTED  
 AH2391  ___________________________________________________________________
 AH2391  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AH2391  DYNAMIC HT  -         195.826 (meters)     642.47  (feet)  COMP
 AH2391  MODELED GRAV-     980,746.9   (mgal)                       NAVD 88
 AH2391
 AH2391  VERT ORDER  -  SECOND    CLASS I
 AH2391
 AH2391.The horizontal coordinates were scaled from a topographic map and have
 AH2391.an estimated accuracy of +/- 6 seconds.
 AH2391
 AH2391.The orthometric height was determined by differential leveling
 AH2391.and adjusted by the National Geodetic Survey in January 2000..
 AH2391.No vertical observational check was made to the station.
 AH2391
 AH2391.The geoid height was determined by GEOID03.
 AH2391
 AH2391.The dynamic height is computed by dividing the NAVD 88
 AH2391.geopotential number by the normal gravity value computed on the
 AH2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2391.degrees latitude (g = 980.6199 gals.).
 AH2391
 AH2391.The modeled gravity was interpolated from observed gravity values.
 AH2391
 AH2391;                    North         East    Units  Estimated Accuracy
 AH2391;SPC MN N     -   129,050.      875,850.      MT  (+/- 180 meters Scaled)
 AH2391
 AH2391                          SUPERSEDED SURVEY CONTROL
 AH2391
 AH2391.No superseded survey control is available for this station.
 AH2391
 AH2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM681785(NAD 83)
 AH2391_MARKER: DV = VERTICAL CONTROL DISK
 AH2391_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH2391_SP_SET: BRIDGE ABUTMENT
 AH2391_STAMPING: 6980 B RESET 1991
 AH2391_MARK LOGO: MNDT  
 AH2391_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH2391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2391+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH2391
 AH2391  HISTORY     - Date     Condition        Report By
 AH2391  HISTORY     - 1991     MONUMENTED       MNDT
 AH2391
 AH2391                          STATION DESCRIPTION
 AH2391
 AH2391'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2391'THE MARK IS LOCATED 0.7 MI (1.1 KM) SOUTH ALONG FAI 535 FROM ITS JCT
 AH2391'WITH FAI 35 IN DULUTH, 0.1 MI (0.2 KM) NORTH OF THE BLATNIK INTERSTATE
 AH2391'BRIDGE TO SUPERIOR) , ON RICES POINT, IN THE SE CORNER OF BRIDGE NO
 AH2391'69808 (NORTHBOUND FAI 535 OVER SOUTHBOUND GARFIELD AVENUE AND THE
 AH2391'BURLINGTON NORTHERN RR).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0226 ***********************************************************************
 RN0226  DESIGNATION -  6980 C
 RN0226  PID         -  RN0226
 RN0226  STATE/COUNTY-  MN/ST LOUIS
 RN0226  USGS QUAD   -  DULUTH (1993)
 RN0226
 RN0226                         *CURRENT SURVEY CONTROL
 RN0226  ___________________________________________________________________
 RN0226* NAD 83(1986)-  46 45 30.     (N)    092 06 41.     (W)     SCALED    
 RN0226* NAVD 88     -       193.945  (meters)     636.30   (feet)  ADJUSTED  
 RN0226  ___________________________________________________________________
 RN0226  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 RN0226  DYNAMIC HT  -         193.972 (meters)     636.39  (feet)  COMP
 RN0226  MODELED GRAV-     980,747.7   (mgal)                       NAVD 88
 RN0226
 RN0226  VERT ORDER  -  SECOND    CLASS I
 RN0226
 RN0226.The horizontal coordinates were scaled from a topographic map and have
 RN0226.an estimated accuracy of +/- 6 seconds.
 RN0226
 RN0226.The orthometric height was determined by differential leveling
 RN0226.and adjusted by the National Geodetic Survey in January 2000..
 RN0226.No vertical observational check was made to the station.
 RN0226
 RN0226.The geoid height was determined by GEOID03.
 RN0226
 RN0226.The dynamic height is computed by dividing the NAVD 88
 RN0226.geopotential number by the normal gravity value computed on the
 RN0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0226.degrees latitude (g = 980.6199 gals.).
 RN0226
 RN0226.The modeled gravity was interpolated from observed gravity values.
 RN0226
 RN0226;                    North         East    Units  Estimated Accuracy
 RN0226;SPC MN N     -   129,200.      875,530.      MT  (+/- 180 meters Scaled)
 RN0226
 RN0226                          SUPERSEDED SURVEY CONTROL
 RN0226
 RN0226  NAVD 88 (06/15/91)  193.953  (m)          636.33   (f) UNKNOWN     1 2
 RN0226  NGVD 29 (??/??/92)  193.945  (m)          636.30   (f) ADJ UNCH    1 2
 RN0226
 RN0226.Superseded values are not recommended for survey control.
 RN0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0226.See file dsdata.txt to determine how the superseded data were derived.
 RN0226
 RN0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM678786(NAD 83)
 RN0226_MARKER: DV = VERTICAL CONTROL DISK
 RN0226_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0226_SP_SET: BRIDGE ABUTMENT
 RN0226_STAMPING: 6980 C 1971
 RN0226_MARK LOGO: MNDT  
 RN0226_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0226+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 RN0226
 RN0226  HISTORY     - Date     Condition        Report By
 RN0226  HISTORY     - 1971     MONUMENTED       MNDT
 RN0226  HISTORY     - 1979     GOOD             NGS
 RN0226  HISTORY     - 19911008 GOOD             MNDT
 RN0226
 RN0226                          STATION DESCRIPTION
 RN0226
 RN0226'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0226'IN DULUTH.
 RN0226'MARK IS LOCATED 0.5 MILES SOUTH ALONG FAI 535 FROM THE JUNCTION OF FAI
 RN0226'535 AND FAI 35 IN DULUTH, 0.25 MILES NORTH OF THE INTERSTATE BRIDGE
 RN0226'(TO SUPERIOR) ON RICES POINT, IN THE SOUTHWEST CORNER OF BRIDGE NO.
 RN0226'69810, SOUTHBOUND FAI 535 OVER THE PAPER CALMENSON ROAD AND THE
 RN0226'BURLINGTON NORTHERN INC. RAILROAD.  SW 1/4 SECTION 3, T 49N, R 14W.
 RN0226
 RN0226                          STATION RECOVERY (1979)
 RN0226
 RN0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0226'RECOVERED IN GOOD CONDITION.
 RN0226
 RN0226                          STATION RECOVERY (1991)
 RN0226
 RN0226'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 RN0226'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0309 ***********************************************************************
 RN0309  DESIGNATION -  6982 A
 RN0309  PID         -  RN0309
 RN0309  STATE/COUNTY-  MN/ST LOUIS
 RN0309  USGS QUAD   -  WEST DULUTH (1993)
 RN0309
 RN0309                         *CURRENT SURVEY CONTROL
 RN0309  ___________________________________________________________________
 RN0309* NAD 83(1986)-  46 44 17.     (N)    092 11 07.     (W)     SCALED    
 RN0309* NAVD 88     -       234.176  (meters)     768.29   (feet)  ADJUSTED  
 RN0309  ___________________________________________________________________
 RN0309  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 RN0309  DYNAMIC HT  -         234.203 (meters)     768.38  (feet)  COMP
 RN0309  MODELED GRAV-     980,724.3   (mgal)                       NAVD 88
 RN0309
 RN0309  VERT ORDER  -  SECOND    CLASS 0
 RN0309
 RN0309.The horizontal coordinates were scaled from a topographic map and have
 RN0309.an estimated accuracy of +/- 6 seconds.
 RN0309
 RN0309.The orthometric height was determined by differential leveling
 RN0309.and adjusted by the National Geodetic Survey in June 1991..
 RN0309
 RN0309.The geoid height was determined by GEOID03.
 RN0309
 RN0309.The dynamic height is computed by dividing the NAVD 88
 RN0309.geopotential number by the normal gravity value computed on the
 RN0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0309.degrees latitude (g = 980.6199 gals.).
 RN0309
 RN0309.The modeled gravity was interpolated from observed gravity values.
 RN0309
 RN0309;                    North         East    Units  Estimated Accuracy
 RN0309;SPC MN N     -   126,880.      869,910.      MT  (+/- 180 meters Scaled)
 RN0309
 RN0309                          SUPERSEDED SURVEY CONTROL
 RN0309
 RN0309  NGVD 29 (??/??/92)  234.131  (m)          768.14   (f) ADJ UNCH    2 0
 RN0309
 RN0309.Superseded values are not recommended for survey control.
 RN0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0309.See file dsdata.txt to determine how the superseded data were derived.
 RN0309
 RN0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM622763(NAD 83)
 RN0309_MARKER: DD = SURVEY DISK
 RN0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0309_STAMPING: 6982-A 1963
 RN0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0309+STABILITY: SURFACE MOTION
 RN0309
 RN0309  HISTORY     - Date     Condition        Report By
 RN0309  HISTORY     - 1963     MONUMENTED       MNDT
 RN0309  HISTORY     - 1971     GOOD             MNDT
 RN0309
 RN0309                          STATION DESCRIPTION
 RN0309
 RN0309'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0309'IN DULUTH.
 RN0309'MARK IS LOCATED IN WEST DULUTH, 0.1 MILES NORTH OF FAI 35, 75 FEET
 RN0309'NORTH OF SOUTHBOUND T.H. 61 CENTERLINE, 90 FEET SOUTHEAST OF THE
 RN0309'SOUTHEAST LEG OF A STEEL HIGH TENSION TOWER, 23 FEET EAST OF THE
 RN0309'CENTERLINE OF NORTH 67TH AVENUE WEST (ENTRANCE TO RIVERVIEW MOTEL) 1
 RN0309'FOOT SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE
 RN0309'MONUMENT SET FLUSH WITH THE GROUND, ABOUT 5 FEET HIGHER THAN T.H. 61.
 RN0309'SE 1/4 SECTION 12, T 49N, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1025 ***********************************************************************
 RN1025  DESIGNATION -  6982 AB
 RN1025  PID         -  RN1025
 RN1025  STATE/COUNTY-  MN/ST LOUIS
 RN1025  USGS QUAD   -  DULUTH (1993)
 RN1025
 RN1025                         *CURRENT SURVEY CONTROL
 RN1025  ___________________________________________________________________
 RN1025* NAD 83(1986)-  46 46 50.     (N)    092 06 05.     (W)     SCALED    
 RN1025* NAVD 88     -       190.406  (meters)     624.69   (feet)  ADJUSTED  
 RN1025  ___________________________________________________________________
 RN1025  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 RN1025  DYNAMIC HT  -         190.432 (meters)     624.78  (feet)  COMP
 RN1025  MODELED GRAV-     980,744.3   (mgal)                       NAVD 88
 RN1025
 RN1025  VERT ORDER  -  FIRST     CLASS II
 RN1025
 RN1025.The horizontal coordinates were scaled from a topographic map and have
 RN1025.an estimated accuracy of +/- 6 seconds.
 RN1025
 RN1025.The orthometric height was determined by differential leveling
 RN1025.and adjusted by the National Geodetic Survey in June 1991..
 RN1025
 RN1025.The geoid height was determined by GEOID03.
 RN1025
 RN1025.The dynamic height is computed by dividing the NAVD 88
 RN1025.geopotential number by the normal gravity value computed on the
 RN1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1025.degrees latitude (g = 980.6199 gals.).
 RN1025
 RN1025.The modeled gravity was interpolated from observed gravity values.
 RN1025
 RN1025;                    North         East    Units  Estimated Accuracy
 RN1025;SPC MN N     -   131,680.      876,260.      MT  (+/- 180 meters Scaled)
 RN1025
 RN1025                          SUPERSEDED SURVEY CONTROL
 RN1025
 RN1025  NGVD 29 (??/??/92)  190.390  (m)          624.64   (f) ADJ UNCH    1 2
 RN1025
 RN1025.Superseded values are not recommended for survey control.
 RN1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1025.See file dsdata.txt to determine how the superseded data were derived.
 RN1025
 RN1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM685811(NAD 83)
 RN1025_MARKER: DD = SURVEY DISK
 RN1025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN1025_SP_SET: BRIDGE
 RN1025_STAMPING: 6982-AB 1971
 RN1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1025
 RN1025  HISTORY     - Date     Condition        Report By
 RN1025  HISTORY     - 1971     MONUMENTED       MNDT
 RN1025  HISTORY     - 1979     GOOD             NGS
 RN1025  HISTORY     - 20040224 MARK NOT FOUND   USPSQD
 RN1025
 RN1025                          STATION DESCRIPTION
 RN1025
 RN1025'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN1025'IN DULUTH.
 RN1025'MARK IS LOCATED IN DULUTH, AT THE JUNCTION OF FAI 35 AND 5TH AVENUE
 RN1025'WEST, IN THE SOUTHWEST (MOST SOUTHERLY) CORNER OF BRIDGE NO. 69870,
 RN1025'5TH AVENUE WEST OVER FAI 35, RAILROAD STREET AND THE DULUTH, MISSABE
 RN1025'AND IRON RANGE RAILROAD.  SW 1/4 SECTION 27, T50N, R 14W.
 RN1025
 RN1025                          STATION RECOVERY (1979)
 RN1025
 RN1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN1025'RECOVERED IN GOOD CONDITION.
 RN1025
 RN1025                          STATION RECOVERY (2004)
 RN1025
 RN1025'RECOVERY NOTE BY US POWER SQUADRON 2004 (SB)
 RN1025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2372 ***********************************************************************
 AH2372  DESIGNATION -  6982 AC
 AH2372  PID         -  AH2372
 AH2372  STATE/COUNTY-  MN/ST LOUIS
 AH2372  USGS QUAD   -  DULUTH (1993)
 AH2372
 AH2372                         *CURRENT SURVEY CONTROL
 AH2372  ___________________________________________________________________
 AH2372* NAD 83(1986)-  46 46 13.     (N)    092 07 01.     (W)     SCALED    
 AH2372* NAVD 88     -       189.436  (meters)     621.51   (feet)  ADJUSTED  
 AH2372  ___________________________________________________________________
 AH2372  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AH2372  DYNAMIC HT  -         189.463 (meters)     621.60  (feet)  COMP
 AH2372  MODELED GRAV-     980,748.0   (mgal)                       NAVD 88
 AH2372
 AH2372  VERT ORDER  -  SECOND    CLASS I
 AH2372
 AH2372.The horizontal coordinates were scaled from a topographic map and have
 AH2372.an estimated accuracy of +/- 6 seconds.
 AH2372
 AH2372.The orthometric height was determined by differential leveling
 AH2372.and adjusted by the National Geodetic Survey in January 2000..
 AH2372
 AH2372.The geoid height was determined by GEOID03.
 AH2372
 AH2372.The dynamic height is computed by dividing the NAVD 88
 AH2372.geopotential number by the normal gravity value computed on the
 AH2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2372.degrees latitude (g = 980.6199 gals.).
 AH2372
 AH2372.The modeled gravity was interpolated from observed gravity values.
 AH2372
 AH2372;                    North         East    Units  Estimated Accuracy
 AH2372;SPC MN N     -   130,530.      875,090.      MT  (+/- 180 meters Scaled)
 AH2372
 AH2372                          SUPERSEDED SURVEY CONTROL
 AH2372
 AH2372.No superseded survey control is available for this station.
 AH2372
 AH2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM674800(NAD 83)
 AH2372_MARKER: DV = VERTICAL CONTROL DISK
 AH2372_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH2372_SP_SET: BRIDGE SIDEWALK
 AH2372_STAMPING: 6982 AC 1991
 AH2372_MARK LOGO: MNDT  
 AH2372_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH2372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH2372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2372+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH2372
 AH2372  HISTORY     - Date     Condition        Report By
 AH2372  HISTORY     - 1991     MONUMENTED       MNDT
 AH2372
 AH2372                          STATION DESCRIPTION
 AH2372
 AH2372'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2372'THE MARK IS LOCATED IN THE TOWN OF DULUTH, IN THE SE 1/4 OF SECTION
 AH2372'33, T50N, R14W.  THE MARK IS IN THE SIDEWALK AT THE NE CORNER OF THE
 AH2372'GARFIELD AVE BRIDGE (69803) OVER FAI 35 AND THE RAILROAD, 31.0 FT (9.4
 AH2372'M) NORTH OF THE CENTER OF GARFIELD AVE, 3.3 FT (1.0 M) WEST OF THE
 AH2372'EAST END OF THE BRIDGE, 2.1 FT (0.6 M) SW OF A LIGHT STANDARD, 1.0 FT
 AH2372'(0.3 M) SOUTH OF A BRIDGE RAILING, AND 0.3 FT (9.1 CM) HIGHER THAN THE
 AH2372'CENTER OF GARFIELD AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2373 ***********************************************************************
 AH2373  DESIGNATION -  6982 AD
 AH2373  PID         -  AH2373
 AH2373  STATE/COUNTY-  MN/ST LOUIS
 AH2373  USGS QUAD   -  DULUTH (1993)
 AH2373
 AH2373                         *CURRENT SURVEY CONTROL
 AH2373  ___________________________________________________________________
 AH2373* NAD 83(1986)-  46 46 33.     (N)    092 06 35.     (W)     SCALED    
 AH2373* NAVD 88     -       188.594  (meters)     618.75   (feet)  ADJUSTED  
 AH2373  ___________________________________________________________________
 AH2373  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AH2373  DYNAMIC HT  -         188.620 (meters)     618.83  (feet)  COMP
 AH2373  MODELED GRAV-     980,744.0   (mgal)                       NAVD 88
 AH2373
 AH2373  VERT ORDER  -  SECOND    CLASS I
 AH2373
 AH2373.The horizontal coordinates were scaled from a topographic map and have
 AH2373.an estimated accuracy of +/- 6 seconds.
 AH2373
 AH2373.The orthometric height was determined by differential leveling
 AH2373.and adjusted by the National Geodetic Survey in January 2000..
 AH2373
 AH2373.The geoid height was determined by GEOID03.
 AH2373
 AH2373.The dynamic height is computed by dividing the NAVD 88
 AH2373.geopotential number by the normal gravity value computed on the
 AH2373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2373.degrees latitude (g = 980.6199 gals.).
 AH2373
 AH2373.The modeled gravity was interpolated from observed gravity values.
 AH2373
 AH2373;                    North         East    Units  Estimated Accuracy
 AH2373;SPC MN N     -   131,150.      875,630.      MT  (+/- 180 meters Scaled)
 AH2373
 AH2373                          SUPERSEDED SURVEY CONTROL
 AH2373
 AH2373.No superseded survey control is available for this station.
 AH2373
 AH2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM679806(NAD 83)
 AH2373_MARKER: DV = VERTICAL CONTROL DISK
 AH2373_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH2373_SP_SET: BRIDGE ABUTMENT
 AH2373_STAMPING: 6982 AD 1991
 AH2373_MARK LOGO: MNDT  
 AH2373_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH2373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH2373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2373+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH2373
 AH2373  HISTORY     - Date     Condition        Report By
 AH2373  HISTORY     - 1991     MONUMENTED       MNDT
 AH2373
 AH2373                          STATION DESCRIPTION
 AH2373
 AH2373'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2373'THE MARK IS LOCATED IN THE CITY OF DULUTH, IN THE NW 1/4 OF SECTION
 AH2373'34, T50N, R14W.  THE MARK IS IN THE NE CORNER OF THE NORTH WINGWALL OF
 AH2373'BRIDGE 69885-A, A BIKEWAY BRIDGE OVER FAI 35, 7.8 FT (2.4 M) ESE AND
 AH2373'LEVEL WITH THE CENTER OF THE BIKEWAY BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2374 ***********************************************************************
 AH2374  DESIGNATION -  6982 AE
 AH2374  PID         -  AH2374
 AH2374  STATE/COUNTY-  MN/ST LOUIS
 AH2374  USGS QUAD   -  DULUTH (1993)
 AH2374
 AH2374                         *CURRENT SURVEY CONTROL
 AH2374  ___________________________________________________________________
 AH2374* NAD 83(1986)-  46 46 35.     (N)    092 06 33.     (W)     SCALED    
 AH2374* NAVD 88     -       202.016  (meters)     662.78   (feet)  ADJUSTED  
 AH2374  ___________________________________________________________________
 AH2374  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AH2374  DYNAMIC HT  -         202.044 (meters)     662.87  (feet)  COMP
 AH2374  MODELED GRAV-     980,743.7   (mgal)                       NAVD 88
 AH2374
 AH2374  VERT ORDER  -  SECOND    CLASS I
 AH2374
 AH2374.The horizontal coordinates were scaled from a topographic map and have
 AH2374.an estimated accuracy of +/- 6 seconds.
 AH2374
 AH2374.The orthometric height was determined by differential leveling
 AH2374.and adjusted by the National Geodetic Survey in January 2000..
 AH2374
 AH2374.The geoid height was determined by GEOID03.
 AH2374
 AH2374.The dynamic height is computed by dividing the NAVD 88
 AH2374.geopotential number by the normal gravity value computed on the
 AH2374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2374.degrees latitude (g = 980.6199 gals.).
 AH2374
 AH2374.The modeled gravity was interpolated from observed gravity values.
 AH2374
 AH2374;                    North         East    Units  Estimated Accuracy
 AH2374;SPC MN N     -   131,210.      875,680.      MT  (+/- 180 meters Scaled)
 AH2374
 AH2374                          SUPERSEDED SURVEY CONTROL
 AH2374
 AH2374.No superseded survey control is available for this station.
 AH2374
 AH2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM680807(NAD 83)
 AH2374_MARKER: DV = VERTICAL CONTROL DISK
 AH2374_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH2374_SP_SET: BRIDGE ABUTMENT
 AH2374_STAMPING: 6982 AE 1991
 AH2374_MARK LOGO: MNDT  
 AH2374_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH2374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH2374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2374+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH2374
 AH2374  HISTORY     - Date     Condition        Report By
 AH2374  HISTORY     - 1991     MONUMENTED       MNDT
 AH2374
 AH2374                          STATION DESCRIPTION
 AH2374
 AH2374'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2374'THE MARK IS LOCATED IN THE CITY OF DULUTH, IN THE NW 1/4 OF SECTION
 AH2374'34, T50N, R14W.  THE MARK IS IN THE ABUTMENT AT THE NE CORNER OF
 AH2374'BRIDGE 69839, 16.0 FT (4.9 M) EAST OF THE CENTER OF MESABI AVE OVER
 AH2374'THE SUPERIOR ST RAMP TO FAI 35 SOUTH, 1.0 FT (0.3 M) NORTH OF THE NE
 AH2374'CORNER OF THE BRIDGE, AND IS 0.5 FT (15.2 CM) HIGHER THAN THE CENTER
 AH2374'OF MESABI AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2375 ***********************************************************************
 AH2375  DESIGNATION -  6982 AF
 AH2375  PID         -  AH2375
 AH2375  STATE/COUNTY-  MN/ST LOUIS
 AH2375  USGS QUAD   -  DULUTH (1993)
 AH2375
 AH2375                         *CURRENT SURVEY CONTROL
 AH2375  ___________________________________________________________________
 AH2375* NAD 83(1986)-  46 46 47.     (N)    092 06 28.     (W)     SCALED    
 AH2375* NAVD 88     -       204.484  (meters)     670.88   (feet)  ADJUSTED  
 AH2375  ___________________________________________________________________
 AH2375  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AH2375  DYNAMIC HT  -         204.511 (meters)     670.97  (feet)  COMP
 AH2375  MODELED GRAV-     980,741.7   (mgal)                       NAVD 88
 AH2375
 AH2375  VERT ORDER  -  SECOND    CLASS I
 AH2375
 AH2375.The horizontal coordinates were scaled from a topographic map and have
 AH2375.an estimated accuracy of +/- 6 seconds.
 AH2375
 AH2375.The orthometric height was determined by differential leveling
 AH2375.and adjusted by the National Geodetic Survey in January 2000..
 AH2375
 AH2375.The geoid height was determined by GEOID03.
 AH2375
 AH2375.The dynamic height is computed by dividing the NAVD 88
 AH2375.geopotential number by the normal gravity value computed on the
 AH2375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2375.degrees latitude (g = 980.6199 gals.).
 AH2375
 AH2375.The modeled gravity was interpolated from observed gravity values.
 AH2375
 AH2375;                    North         East    Units  Estimated Accuracy
 AH2375;SPC MN N     -   131,590.      875,780.      MT  (+/- 180 meters Scaled)
 AH2375
 AH2375                          SUPERSEDED SURVEY CONTROL
 AH2375
 AH2375.No superseded survey control is available for this station.
 AH2375
 AH2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM681810(NAD 83)
 AH2375_MARKER: DV = VERTICAL CONTROL DISK
 AH2375_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH2375_SP_SET: BRIDGE RAILING
 AH2375_STAMPING: 6982 AF 1991
 AH2375_MARK LOGO: MNDT  
 AH2375_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH2375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2375+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 AH2375
 AH2375  HISTORY     - Date     Condition        Report By
 AH2375  HISTORY     - 1991     MONUMENTED       MNDT
 AH2375  HISTORY     - 20040224 GOOD             USPSQD
 AH2375
 AH2375                          STATION DESCRIPTION
 AH2375
 AH2375'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2375'THE MARK IS LOCATED IN THE CITY OF DULUTH, IN THE SW 1/4 OF SECTION
 AH2375'27, T50N, R14W.  THE MARK IS SET IN THE TOP OF THE RAILING IN THE SE
 AH2375'CORNER OF THE MESABI AVE BRIDGE (69840) OVER SUPERIOR ST, 16.3 FT (5.0
 AH2375'M) ESE OF THE CENTER OF MESABI AVE, 1.2 FT (0.4 M) SOUTH OF THE SE
 AH2375'CORNER OF THE BRIDGE RAILING, AND IS 2.7 FT (0.8 M) HIGHER THAN THE
 AH2375'CENTER OF MESABI AVE.
 AH2375
 AH2375                          STATION RECOVERY (2004)
 AH2375
 AH2375'RECOVERY NOTE BY US POWER SQUADRON 2004 (SB)
 AH2375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2378 ***********************************************************************
 AH2378  DESIGNATION -  6982 AG
 AH2378  PID         -  AH2378
 AH2378  STATE/COUNTY-  MN/ST LOUIS
 AH2378  USGS QUAD   -  DULUTH (1993)
 AH2378
 AH2378                         *CURRENT SURVEY CONTROL
 AH2378  ___________________________________________________________________
 AH2378* NAD 83(1986)-  46 47 00.     (N)    092 06 03.     (W)     SCALED    
 AH2378* NAVD 88     -       190.931  (meters)     626.41   (feet)  ADJUSTED  
 AH2378  ___________________________________________________________________
 AH2378  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AH2378  DYNAMIC HT  -         190.957 (meters)     626.50  (feet)  COMP
 AH2378  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 AH2378
 AH2378  VERT ORDER  -  SECOND    CLASS I
 AH2378
 AH2378.The horizontal coordinates were scaled from a topographic map and have
 AH2378.an estimated accuracy of +/- 6 seconds.
 AH2378
 AH2378.The orthometric height was determined by differential leveling
 AH2378.and adjusted by the National Geodetic Survey in January 2000..
 AH2378
 AH2378.The geoid height was determined by GEOID03.
 AH2378
 AH2378.The dynamic height is computed by dividing the NAVD 88
 AH2378.geopotential number by the normal gravity value computed on the
 AH2378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2378.degrees latitude (g = 980.6199 gals.).
 AH2378
 AH2378.The modeled gravity was interpolated from observed gravity values.
 AH2378
 AH2378;                    North         East    Units  Estimated Accuracy
 AH2378;SPC MN N     -   131,990.      876,300.      MT  (+/- 180 meters Scaled)
 AH2378
 AH2378                          SUPERSEDED SURVEY CONTROL
 AH2378
 AH2378.No superseded survey control is available for this station.
 AH2378
 AH2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM686814(NAD 83)
 AH2378_MARKER: DV = VERTICAL CONTROL DISK
 AH2378_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH2378_SP_SET: BRIDGE RAILING
 AH2378_STAMPING: 6982 AG 1991
 AH2378_MARK LOGO: MNDT  
 AH2378_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH2378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2378+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2004
 AH2378
 AH2378  HISTORY     - Date     Condition        Report By
 AH2378  HISTORY     - 1991     MONUMENTED       MNDT
 AH2378  HISTORY     - 20040223 GOOD             USPSQD
 AH2378
 AH2378                          STATION DESCRIPTION
 AH2378
 AH2378'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2378'THE MARK IS LOCATED IN THE CITY OF DULUTH, IN THE SW 1/4 OF SECTION
 AH2378'27, T50N, R14W.  THE MARK IS SET IN THE TOP OF THE RAILING AT THE SE
 AH2378'CORNER OF THE FIFTH AVE WEST BRIDGE (69870) OVER FAI 35 AND THE
 AH2378'RAILROAD, 31.5 FT (9.6 M) ENE OF THE CENTER OF FIFTH AVE WEST, 26.0 FT
 AH2378'(7.9 M) NORTH OF THE JCT FAI 35 SIGN POST, 1.7 FT (0.5 M) NNW OF THE
 AH2378'SOUTH END OF THE BRIDGE RAILING, AND IS 2.3 FT (0.7 M) HIGHER THAN THE
 AH2378'SIDEWALK.
 AH2378
 AH2378                          STATION RECOVERY (2004)
 AH2378
 AH2378'RECOVERY NOTE BY US POWER SQUADRON 2004 (SB)
 AH2378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2377 ***********************************************************************
 AH2377  DESIGNATION -  6982 AH
 AH2377  PID         -  AH2377
 AH2377  STATE/COUNTY-  MN/ST LOUIS
 AH2377  USGS QUAD   -  DULUTH (1993)
 AH2377
 AH2377                         *CURRENT SURVEY CONTROL
 AH2377  ___________________________________________________________________
 AH2377* NAD 83(1986)-  46 47 04.     (N)    092 06 01.     (W)     SCALED    
 AH2377* NAVD 88     -       189.020  (meters)     620.14   (feet)  ADJUSTED  
 AH2377  ___________________________________________________________________
 AH2377  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AH2377  DYNAMIC HT  -         189.045 (meters)     620.23  (feet)  COMP
 AH2377  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 AH2377
 AH2377  VERT ORDER  -  SECOND    CLASS I
 AH2377
 AH2377.The horizontal coordinates were scaled from a topographic map and have
 AH2377.an estimated accuracy of +/- 6 seconds.
 AH2377
 AH2377.The orthometric height was determined by differential leveling
 AH2377.and adjusted by the National Geodetic Survey in January 2000..
 AH2377
 AH2377.The geoid height was determined by GEOID03.
 AH2377
 AH2377.The dynamic height is computed by dividing the NAVD 88
 AH2377.geopotential number by the normal gravity value computed on the
 AH2377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2377.degrees latitude (g = 980.6199 gals.).
 AH2377
 AH2377.The modeled gravity was interpolated from observed gravity values.
 AH2377
 AH2377;                    North         East    Units  Estimated Accuracy
 AH2377;SPC MN N     -   132,120.      876,340.      MT  (+/- 180 meters Scaled)
 AH2377
 AH2377                          SUPERSEDED SURVEY CONTROL
 AH2377
 AH2377.No superseded survey control is available for this station.
 AH2377
 AH2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM686816(NAD 83)
 AH2377_MARKER: DV = VERTICAL CONTROL DISK
 AH2377_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH2377_SP_SET: BRIDGE RAILING
 AH2377_STAMPING: 6982 AH 1991
 AH2377_MARK LOGO: MNDT  
 AH2377_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH2377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2377+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH2377
 AH2377  HISTORY     - Date     Condition        Report By
 AH2377  HISTORY     - 1991     MONUMENTED       MNDT
 AH2377
 AH2377                          STATION DESCRIPTION
 AH2377
 AH2377'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2377'THE MARK IS LOCATED IN THE CITY OF DULUTH, IN THE SE 1/4 OF SECTION
 AH2377'27, T50N, R14W.  THE MARK IS SET IN THE TOP OF THE SOUTH RAILING OF
 AH2377'THE FIFTH AVE WEST EXIT RAMP BRIDGE (69870) TO FAI 35, 66.0 FT (20.1
 AH2377'M) EAST OF LIGHT STANDARD B-94-L, 18.3 FT (5.6 M) WEST OF LIGHT
 AH2377'STANDARD L24 AND 2.7 FT (0.8 M) HIGHER THAN THE CENTER OF MESABI AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2379 ***********************************************************************
 AH2379  DESIGNATION -  6982 AJ
 AH2379  PID         -  AH2379
 AH2379  STATE/COUNTY-  MN/ST LOUIS
 AH2379  USGS QUAD   -  DULUTH (1993)
 AH2379
 AH2379                         *CURRENT SURVEY CONTROL
 AH2379  ___________________________________________________________________
 AH2379* NAD 83(1986)-  46 47 12.     (N)    092 05 43.     (W)     SCALED    
 AH2379* NAVD 88     -       189.400  (meters)     621.39   (feet)  ADJUSTED  
 AH2379  ___________________________________________________________________
 AH2379  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AH2379  DYNAMIC HT  -         189.427 (meters)     621.48  (feet)  COMP
 AH2379  MODELED GRAV-     980,747.7   (mgal)                       NAVD 88
 AH2379
 AH2379  VERT ORDER  -  SECOND    CLASS I
 AH2379
 AH2379.The horizontal coordinates were scaled from a topographic map and have
 AH2379.an estimated accuracy of +/- 6 seconds.
 AH2379
 AH2379.The orthometric height was determined by differential leveling
 AH2379.and adjusted by the National Geodetic Survey in January 2000..
 AH2379
 AH2379.The geoid height was determined by GEOID03.
 AH2379
 AH2379.The dynamic height is computed by dividing the NAVD 88
 AH2379.geopotential number by the normal gravity value computed on the
 AH2379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2379.degrees latitude (g = 980.6199 gals.).
 AH2379
 AH2379.The modeled gravity was interpolated from observed gravity values.
 AH2379
 AH2379;                    North         East    Units  Estimated Accuracy
 AH2379;SPC MN N     -   132,370.      876,720.      MT  (+/- 180 meters Scaled)
 AH2379
 AH2379                          SUPERSEDED SURVEY CONTROL
 AH2379
 AH2379.No superseded survey control is available for this station.
 AH2379
 AH2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM690818(NAD 83)
 AH2379_MARKER: DV = VERTICAL CONTROL DISK
 AH2379_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH2379_SP_SET: BRIDGE RAILING
 AH2379_STAMPING: 6982 AJ 1991
 AH2379_MARK LOGO: MNDT  
 AH2379_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH2379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2379+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH2379
 AH2379  HISTORY     - Date     Condition        Report By
 AH2379  HISTORY     - 1991     MONUMENTED       MNDT
 AH2379
 AH2379                          STATION DESCRIPTION
 AH2379
 AH2379'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2379'THE MARK IS LOCATED IN THE CITY OF DULUTH, IN THE NE 1/4 OF SECTION
 AH2379'27, T50N, R14W, ON NORTH BOUND LAKE AVE SET IN THE TOP OF THE RAILING
 AH2379'AT THE SE CORNER OF THE BRIDGE (69816) OVER FAI 35, 21.0 FT (6.4 M)
 AH2379'NORTH OF THE CENTER OF NB LAKE AVE, 0.8 FT (24.4 CM) NORTH OF THE
 AH2379'SOUTH END OF THE BRIDGE RAILING, AND IS 2.3 FT (0.7 M) HIGHER THAN THE
 AH2379'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2387 ***********************************************************************
 AH2387  DESIGNATION -  6982 AK
 AH2387  PID         -  AH2387
 AH2387  STATE/COUNTY-  MN/ST LOUIS
 AH2387  USGS QUAD   -  DULUTH (1993)
 AH2387
 AH2387                         *CURRENT SURVEY CONTROL
 AH2387  ___________________________________________________________________
 AH2387* NAD 83(1986)-  46 47 15.     (N)    092 05 47.     (W)     SCALED    
 AH2387* NAVD 88     -       190.103  (meters)     623.70   (feet)  ADJUSTED  
 AH2387  ___________________________________________________________________
 AH2387  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AH2387  DYNAMIC HT  -         190.129 (meters)     623.78  (feet)  COMP
 AH2387  MODELED GRAV-     980,746.5   (mgal)                       NAVD 88
 AH2387
 AH2387  VERT ORDER  -  SECOND    CLASS I
 AH2387
 AH2387.The horizontal coordinates were scaled from a topographic map and have
 AH2387.an estimated accuracy of +/- 6 seconds.
 AH2387
 AH2387.The orthometric height was determined by differential leveling
 AH2387.and adjusted by the National Geodetic Survey in January 2000..
 AH2387.No vertical observational check was made to the station.
 AH2387
 AH2387.The geoid height was determined by GEOID03.
 AH2387
 AH2387.The dynamic height is computed by dividing the NAVD 88
 AH2387.geopotential number by the normal gravity value computed on the
 AH2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2387.degrees latitude (g = 980.6199 gals.).
 AH2387
 AH2387.The modeled gravity was interpolated from observed gravity values.
 AH2387
 AH2387;                    North         East    Units  Estimated Accuracy
 AH2387;SPC MN N     -   132,460.      876,640.      MT  (+/- 180 meters Scaled)
 AH2387
 AH2387                          SUPERSEDED SURVEY CONTROL
 AH2387
 AH2387.No superseded survey control is available for this station.
 AH2387
 AH2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM689819(NAD 83)
 AH2387_MARKER: DV = VERTICAL CONTROL DISK
 AH2387_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH2387_SP_SET: BRIDGE RAILING
 AH2387_STAMPING: 6982 AK 1991
 AH2387_MARK LOGO: MNDT  
 AH2387_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH2387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2387+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH2387
 AH2387  HISTORY     - Date     Condition        Report By
 AH2387  HISTORY     - 1991     MONUMENTED       MNDT
 AH2387
 AH2387                          STATION DESCRIPTION
 AH2387
 AH2387'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2387'THE MARK IS LOCATED IN THE CITY OF DULUTH, IN THE NE 1/4 OF SECTION
 AH2387'27, T50N, R14W.  THE MARK IS SET IN THE TOP OF THE RAILING AT THE NW
 AH2387'CORNER OF SB FAI 35 RAMP BRIDGE (69816) TO LAKE AVE, 470.0 FT (143.3
 AH2387'M) NE OF THE CENTER OF LAKE AVE, 10.5 FT (3.2 M) NW OF THE CENTER OF
 AH2387'THE RAMP, 60.5 FT (18.4 M) NE OF A LIGHTPOLE, AND 2.9 FT (0.9 M)
 AH2387'HIGHER THAN THE CENTER OF THE RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2376 ***********************************************************************
 AH2376  DESIGNATION -  6982 AL
 AH2376  PID         -  AH2376
 AH2376  STATE/COUNTY-  MN/ST LOUIS
 AH2376  USGS QUAD   -  DULUTH (1993)
 AH2376
 AH2376                         *CURRENT SURVEY CONTROL
 AH2376  ___________________________________________________________________
 AH2376* NAD 83(1986)-  46 47 05.     (N)    092 06 03.     (W)     SCALED    
 AH2376* NAVD 88     -       190.761  (meters)     625.86   (feet)  ADJUSTED  
 AH2376  ___________________________________________________________________
 AH2376  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AH2376  DYNAMIC HT  -         190.787 (meters)     625.94  (feet)  COMP
 AH2376  MODELED GRAV-     980,742.9   (mgal)                       NAVD 88
 AH2376
 AH2376  VERT ORDER  -  SECOND    CLASS I
 AH2376
 AH2376.The horizontal coordinates were scaled from a topographic map and have
 AH2376.an estimated accuracy of +/- 6 seconds.
 AH2376
 AH2376.The orthometric height was determined by differential leveling
 AH2376.and adjusted by the National Geodetic Survey in January 2000..
 AH2376
 AH2376.The geoid height was determined by GEOID03.
 AH2376
 AH2376.The dynamic height is computed by dividing the NAVD 88
 AH2376.geopotential number by the normal gravity value computed on the
 AH2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2376.degrees latitude (g = 980.6199 gals.).
 AH2376
 AH2376.The modeled gravity was interpolated from observed gravity values.
 AH2376
 AH2376;                    North         East    Units  Estimated Accuracy
 AH2376;SPC MN N     -   132,150.      876,300.      MT  (+/- 180 meters Scaled)
 AH2376
 AH2376                          SUPERSEDED SURVEY CONTROL
 AH2376
 AH2376.No superseded survey control is available for this station.
 AH2376
 AH2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM686816(NAD 83)
 AH2376_MARKER: DV = VERTICAL CONTROL DISK
 AH2376_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH2376_SP_SET: BRIDGE RAILING
 AH2376_STAMPING: 6982 AL 1991
 AH2376_MARK LOGO: MNDT  
 AH2376_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH2376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2376+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH2376
 AH2376  HISTORY     - Date     Condition        Report By
 AH2376  HISTORY     - 1991     MONUMENTED       MNDT
 AH2376
 AH2376                          STATION DESCRIPTION
 AH2376
 AH2376'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2376'THE MARK IS LOCATED IN THE CITY OF DULUTH, IN THE SW 1/4 OF SECTION
 AH2376'27, T50N, R14W.  THE MARK IS SET IN THE TOP OF THE SOUTH RAILING OF
 AH2376'THE SB FAI 35 RAMP BRIDGE (69870-B) TO FIFTH AVE WEST AND HARBOR DR,
 AH2376'16.5 FT (5.0 M) SOUTH OF AND 2.0 FT (0.6 M) HIGHER THAN THE CENTER OF
 AH2376'EXIT RAMP B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2380 ***********************************************************************
 AH2380  DESIGNATION -  6982 AM
 AH2380  PID         -  AH2380
 AH2380  STATE/COUNTY-  MN/ST LOUIS
 AH2380  USGS QUAD   -  DULUTH (1993)
 AH2380
 AH2380                         *CURRENT SURVEY CONTROL
 AH2380  ___________________________________________________________________
 AH2380* NAD 83(1986)-  46 47 20.     (N)    092 05 45.     (W)     SCALED    
 AH2380* NAVD 88     -       195.997  (meters)     643.03   (feet)  ADJUSTED  
 AH2380  ___________________________________________________________________
 AH2380  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AH2380  DYNAMIC HT  -         196.024 (meters)     643.12  (feet)  COMP
 AH2380  MODELED GRAV-     980,746.9   (mgal)                       NAVD 88
 AH2380
 AH2380  VERT ORDER  -  SECOND    CLASS I
 AH2380
 AH2380.The horizontal coordinates were scaled from a topographic map and have
 AH2380.an estimated accuracy of +/- 6 seconds.
 AH2380
 AH2380.The orthometric height was determined by differential leveling
 AH2380.and adjusted by the National Geodetic Survey in January 2000..
 AH2380
 AH2380.The geoid height was determined by GEOID03.
 AH2380
 AH2380.The dynamic height is computed by dividing the NAVD 88
 AH2380.geopotential number by the normal gravity value computed on the
 AH2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2380.degrees latitude (g = 980.6199 gals.).
 AH2380
 AH2380.The modeled gravity was interpolated from observed gravity values.
 AH2380
 AH2380;                    North         East    Units  Estimated Accuracy
 AH2380;SPC MN N     -   132,620.      876,680.      MT  (+/- 180 meters Scaled)
 AH2380
 AH2380                          SUPERSEDED SURVEY CONTROL
 AH2380
 AH2380.No superseded survey control is available for this station.
 AH2380
 AH2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM690821(NAD 83)
 AH2380_MARKER: DV = VERTICAL CONTROL DISK
 AH2380_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH2380_SP_SET: RETAINING WALL
 AH2380_STAMPING: 6982 AM 1991
 AH2380_MARK LOGO: MNDT  
 AH2380_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2380+STABILITY: SURFACE MOTION
 AH2380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2380+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 AH2380
 AH2380  HISTORY     - Date     Condition        Report By
 AH2380  HISTORY     - 1991     MONUMENTED       MNDT
 AH2380  HISTORY     - 20060825 GOOD             USPSQD
 AH2380
 AH2380                          STATION DESCRIPTION
 AH2380
 AH2380'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2380'THE MARK IS LOCATED IN THE CITY OF DULUTH, IN THE NE 1/4 OF SECTION
 AH2380'27, T50N, R14W, SET IN THE TOP OF A RETAINING WALL AND BELOW A STEEL
 AH2380'RAILING HIGH ABOVE FAI 35 IN THE OVERLOOK AND PICNIC AREA AT SECOND
 AH2380'AVE EAST AND FAI 35, 30.0 FT (9.1 M) EAST OF THE EXTENDED CENTERLINE
 AH2380'OF SECOND AVE EAST, 103.0 FT (31.4 M) EAST OF THE NE CORNER OF THE
 AH2380'OVERHEAD LIGHT CONTROL BOX IN THE EVERGREEN TREE AREA, 121.0 FT (36.9
 AH2380'M) NORTH OF THE SOUTH STEEL RAILING, AND 124.5 FT (37.9 M) WEST OF THE
 AH2380'WALK OVER THE RAMP AND SERVICE RD.
 AH2380
 AH2380                          STATION RECOVERY (2006)
 AH2380
 AH2380'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHO)
 AH2380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2381 ***********************************************************************
 AH2381  DESIGNATION -  6982 AN
 AH2381  PID         -  AH2381
 AH2381  STATE/COUNTY-  MN/ST LOUIS
 AH2381  USGS QUAD   -  DULUTH (1993)
 AH2381
 AH2381                         *CURRENT SURVEY CONTROL
 AH2381  ___________________________________________________________________
 AH2381* NAD 83(1986)-  46 47 39.     (N)    092 05 25.     (W)     SCALED    
 AH2381* NAVD 88     -       200.236  (meters)     656.94   (feet)  ADJUSTED  
 AH2381  ___________________________________________________________________
 AH2381  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AH2381  DYNAMIC HT  -         200.265 (meters)     657.04  (feet)  COMP
 AH2381  MODELED GRAV-     980,749.8   (mgal)                       NAVD 88
 AH2381
 AH2381  VERT ORDER  -  SECOND    CLASS I
 AH2381
 AH2381.The horizontal coordinates were scaled from a topographic map and have
 AH2381.an estimated accuracy of +/- 6 seconds.
 AH2381
 AH2381.The orthometric height was determined by differential leveling
 AH2381.and adjusted by the National Geodetic Survey in January 2000..
 AH2381
 AH2381.The geoid height was determined by GEOID03.
 AH2381
 AH2381.The dynamic height is computed by dividing the NAVD 88
 AH2381.geopotential number by the normal gravity value computed on the
 AH2381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2381.degrees latitude (g = 980.6199 gals.).
 AH2381
 AH2381.The modeled gravity was interpolated from observed gravity values.
 AH2381
 AH2381;                    North         East    Units  Estimated Accuracy
 AH2381;SPC MN N     -   133,210.      877,090.      MT  (+/- 180 meters Scaled)
 AH2381
 AH2381                          SUPERSEDED SURVEY CONTROL
 AH2381
 AH2381.No superseded survey control is available for this station.
 AH2381
 AH2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM694826(NAD 83)
 AH2381_MARKER: DV = VERTICAL CONTROL DISK
 AH2381_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH2381_SP_SET: BRIDGE RETAINING WALL
 AH2381_STAMPING: 6982 AN 1991
 AH2381_MARK LOGO: MNDT  
 AH2381_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH2381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH2381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2381+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH2381
 AH2381  HISTORY     - Date     Condition        Report By
 AH2381  HISTORY     - 1991     MONUMENTED       MNDT
 AH2381
 AH2381                          STATION DESCRIPTION
 AH2381
 AH2381'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2381'THE MARK IS LOCATED IN THE CITY OF DULUTH, IN THE SW 1/4 OF SECTION
 AH2381'23, T50N, R14W.  THE MARK IS SET IN THE TOP OF THE RAILING OF THE
 AH2381'SUPERIOR ST BRIDGE (69820) ABOVE FAI 35, 24.0 FT (7.3 M) NORTH OF THE
 AH2381'CENTER OF SUPERIOR ST AND 5.0 FT (1.5 M) ABOVE THE SURFACE OF THE
 AH2381'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2382 ***********************************************************************
 AH2382  DESIGNATION -  6982 AP
 AH2382  PID         -  AH2382
 AH2382  STATE/COUNTY-  MN/ST LOUIS
 AH2382  USGS QUAD   -  DULUTH (1993)
 AH2382
 AH2382                         *CURRENT SURVEY CONTROL
 AH2382  ___________________________________________________________________
 AH2382* NAD 83(1986)-  46 47 44.     (N)    092 05 17.     (W)     SCALED    
 AH2382* NAVD 88     -       201.179  (meters)     660.03   (feet)  ADJUSTED  
 AH2382  ___________________________________________________________________
 AH2382  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AH2382  DYNAMIC HT  -         201.207 (meters)     660.13  (feet)  COMP
 AH2382  MODELED GRAV-     980,749.3   (mgal)                       NAVD 88
 AH2382
 AH2382  VERT ORDER  -  SECOND    CLASS I
 AH2382
 AH2382.The horizontal coordinates were scaled from a topographic map and have
 AH2382.an estimated accuracy of +/- 6 seconds.
 AH2382
 AH2382.The orthometric height was determined by differential leveling
 AH2382.and adjusted by the National Geodetic Survey in January 2000..
 AH2382
 AH2382.The geoid height was determined by GEOID03.
 AH2382
 AH2382.The dynamic height is computed by dividing the NAVD 88
 AH2382.geopotential number by the normal gravity value computed on the
 AH2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2382.degrees latitude (g = 980.6199 gals.).
 AH2382
 AH2382.The modeled gravity was interpolated from observed gravity values.
 AH2382
 AH2382;                    North         East    Units  Estimated Accuracy
 AH2382;SPC MN N     -   133,370.      877,260.      MT  (+/- 180 meters Scaled)
 AH2382
 AH2382                          SUPERSEDED SURVEY CONTROL
 AH2382
 AH2382.No superseded survey control is available for this station.
 AH2382
 AH2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM695828(NAD 83)
 AH2382_MARKER: DV = VERTICAL CONTROL DISK
 AH2382_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH2382_SP_SET: BRIDGE RETAINING WALL
 AH2382_STAMPING: 6982 AP 1991
 AH2382_MARK LOGO: MNDT  
 AH2382_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH2382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH2382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2382+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH2382
 AH2382  HISTORY     - Date     Condition        Report By
 AH2382  HISTORY     - 1991     MONUMENTED       MNDT
 AH2382  HISTORY     - 20060825 GOOD             USPSQD
 AH2382
 AH2382                          STATION DESCRIPTION
 AH2382
 AH2382'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2382'THE MARK IS LOCATED IN THE CITY OF DULUTH, IN THE SW 1/4 OF SECTION
 AH2382'23, T50N, R14W.  THE MARK IS LOCATED NEAR JAY COOKE PARK, SET IN THE
 AH2382'TOP OF A RETAINING WALL IN THE NW CORNER OF BRIDGE 69820, 27.5 FT (8.4
 AH2382'M) ESE OF THE CENTER OF OF SUPERIOR ST, 25.5 FT (7.8 M) SSE OF THE
 AH2382'EXTENDED CENTERLINE OF 9TH AVE EAST, 132.5 FT (40.4 M) NE OF THE NE
 AH2382'CORNER OF THE JAY COOKE STATUE, AND 1.5 FT (0.5 M) ABOVE THE SIDEWALK.
 AH2382
 AH2382                          STATION RECOVERY (2006)
 AH2382
 AH2382'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHO)
 AH2382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2383 ***********************************************************************
 AH2383  DESIGNATION -  6982 AQ
 AH2383  PID         -  AH2383
 AH2383  STATE/COUNTY-  MN/ST LOUIS
 AH2383  USGS QUAD   -  DULUTH (1993)
 AH2383
 AH2383                         *CURRENT SURVEY CONTROL
 AH2383  ___________________________________________________________________
 AH2383* NAD 83(1986)-  46 48 01.     (N)    092 04 31.     (W)     SCALED    
 AH2383* NAVD 88     -       195.212  (meters)     640.46   (feet)  ADJUSTED  
 AH2383  ___________________________________________________________________
 AH2383  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AH2383  DYNAMIC HT  -         195.239 (meters)     640.55  (feet)  COMP
 AH2383  MODELED GRAV-     980,749.1   (mgal)                       NAVD 88
 AH2383
 AH2383  VERT ORDER  -  SECOND    CLASS I
 AH2383
 AH2383.The horizontal coordinates were scaled from a topographic map and have
 AH2383.an estimated accuracy of +/- 6 seconds.
 AH2383
 AH2383.The orthometric height was determined by differential leveling
 AH2383.and adjusted by the National Geodetic Survey in January 2000..
 AH2383
 AH2383.The geoid height was determined by GEOID03.
 AH2383
 AH2383.The dynamic height is computed by dividing the NAVD 88
 AH2383.geopotential number by the normal gravity value computed on the
 AH2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2383.degrees latitude (g = 980.6199 gals.).
 AH2383
 AH2383.The modeled gravity was interpolated from observed gravity values.
 AH2383
 AH2383;                    North         East    Units  Estimated Accuracy
 AH2383;SPC MN N     -   133,900.      878,230.      MT  (+/- 180 meters Scaled)
 AH2383
 AH2383                          SUPERSEDED SURVEY CONTROL
 AH2383
 AH2383.No superseded survey control is available for this station.
 AH2383
 AH2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM705833(NAD 83)
 AH2383_MARKER: DV = VERTICAL CONTROL DISK
 AH2383_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH2383_SP_SET: BRIDGE ABUTMENT
 AH2383_STAMPING: 6982 AQ 1991
 AH2383_MARK LOGO: MNDT  
 AH2383_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH2383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH2383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2383+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH2383
 AH2383  HISTORY     - Date     Condition        Report By
 AH2383  HISTORY     - 1991     MONUMENTED       MNDT
 AH2383
 AH2383                          STATION DESCRIPTION
 AH2383
 AH2383'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2383'THE MARK IS LOCATED IN THE CITY OF DULUTH, IN THE NE 1/4 OF SECTION
 AH2383'23, T50N, R14W, IN BRIDGE NO 69838, A PEDESTRIAN BRIDGE, OVER FAI 35
 AH2383'AND THE RR TRACKS AT 16-1/2TH ST.  THE MARK IS 15.5 FT (4.7 M) SSE OF
 AH2383'THE CENTER OF SOUTH ST, 14.5 FT (4.4 M) SSW OF THE CENTER OF THE
 AH2383'OVERHEAD WALKOVER OVER FAI 35, 58.0 FT (17.7 M) EAST OF A POWER POLE,
 AH2383'2.4 FT (0.7 M) WEST OF A RETAINING WALL, AND IS 0.4 FT (12.2 CM) ABOVE
 AH2383'THE CENTER OF SOUTH ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2384 ***********************************************************************
 AH2384  DESIGNATION -  6982 AS
 AH2384  PID         -  AH2384
 AH2384  STATE/COUNTY-  MN/ST LOUIS
 AH2384  USGS QUAD   -  DULUTH (1993)
 AH2384
 AH2384                         *CURRENT SURVEY CONTROL
 AH2384  ___________________________________________________________________
 AH2384* NAD 83(1986)-  46 48 08.     (N)    092 04 15.     (W)     SCALED    
 AH2384* NAVD 88     -       194.888  (meters)     639.39   (feet)  ADJUSTED  
 AH2384  ___________________________________________________________________
 AH2384  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AH2384  DYNAMIC HT  -         194.916 (meters)     639.49  (feet)  COMP
 AH2384  MODELED GRAV-     980,749.4   (mgal)                       NAVD 88
 AH2384
 AH2384  VERT ORDER  -  SECOND    CLASS I
 AH2384
 AH2384.The horizontal coordinates were scaled from a topographic map and have
 AH2384.an estimated accuracy of +/- 6 seconds.
 AH2384
 AH2384.The orthometric height was determined by differential leveling
 AH2384.and adjusted by the National Geodetic Survey in January 2000..
 AH2384
 AH2384.The geoid height was determined by GEOID03.
 AH2384
 AH2384.The dynamic height is computed by dividing the NAVD 88
 AH2384.geopotential number by the normal gravity value computed on the
 AH2384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2384.degrees latitude (g = 980.6199 gals.).
 AH2384
 AH2384.The modeled gravity was interpolated from observed gravity values.
 AH2384
 AH2384;                    North         East    Units  Estimated Accuracy
 AH2384;SPC MN N     -   134,120.      878,570.      MT  (+/- 180 meters Scaled)
 AH2384
 AH2384                          SUPERSEDED SURVEY CONTROL
 AH2384
 AH2384.No superseded survey control is available for this station.
 AH2384
 AH2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM709836(NAD 83)
 AH2384_MARKER: DV = VERTICAL CONTROL DISK
 AH2384_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH2384_SP_SET: BRIDGE RAILING
 AH2384_STAMPING: 6982 AS 1991
 AH2384_MARK LOGO: MNDT  
 AH2384_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH2384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2384+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH2384
 AH2384  HISTORY     - Date     Condition        Report By
 AH2384  HISTORY     - 1991     MONUMENTED       MNDT
 AH2384
 AH2384                          STATION DESCRIPTION
 AH2384
 AH2384'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2384'THE MARK IS LOCATED IN THE CITY OF DULUTH, IN THE NE 1/4 OF SECTION
 AH2384'23, T50N, R14W.  THE MARK IS SET IN THE TOP OF THE RAILING ON THE LAKE
 AH2384'SIDE OF THE BRIDGE (69841) AT THE OFF RAMP OF THE NB FAI 35 EXIT FOR
 AH2384'21ST AVE, 74.5 FT (22.7 M) NORTH OF THE SECOND LIGHT FROM THE SOUTH
 AH2384'END OF THE RAMP, 2.7 FT (0.8 M) HIGHER THAN THE CENTER OF THE OFF
 AH2384'RAMP, AND 0.9 FT (27.4 CM) SOUTH OF THE SOUTH END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2385 ***********************************************************************
 AH2385  DESIGNATION -  6982 AT
 AH2385  PID         -  AH2385
 AH2385  STATE/COUNTY-  MN/ST LOUIS
 AH2385  USGS QUAD   -  DULUTH (1993)
 AH2385
 AH2385                         *CURRENT SURVEY CONTROL
 AH2385  ___________________________________________________________________
 AH2385* NAD 83(1986)-  46 48 08.     (N)    092 04 08.     (W)     SCALED    
 AH2385* NAVD 88     -       199.656  (meters)     655.04   (feet)  ADJUSTED  
 AH2385  ___________________________________________________________________
 AH2385  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AH2385  DYNAMIC HT  -         199.684 (meters)     655.13  (feet)  COMP
 AH2385  MODELED GRAV-     980,749.9   (mgal)                       NAVD 88
 AH2385
 AH2385  VERT ORDER  -  SECOND    CLASS I
 AH2385
 AH2385.The horizontal coordinates were scaled from a topographic map and have
 AH2385.an estimated accuracy of +/- 6 seconds.
 AH2385
 AH2385.The orthometric height was determined by differential leveling
 AH2385.and adjusted by the National Geodetic Survey in January 2000..
 AH2385
 AH2385.The geoid height was determined by GEOID03.
 AH2385
 AH2385.The dynamic height is computed by dividing the NAVD 88
 AH2385.geopotential number by the normal gravity value computed on the
 AH2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2385.degrees latitude (g = 980.6199 gals.).
 AH2385
 AH2385.The modeled gravity was interpolated from observed gravity values.
 AH2385
 AH2385;                    North         East    Units  Estimated Accuracy
 AH2385;SPC MN N     -   134,130.      878,710.      MT  (+/- 180 meters Scaled)
 AH2385
 AH2385                          SUPERSEDED SURVEY CONTROL
 AH2385
 AH2385.No superseded survey control is available for this station.
 AH2385
 AH2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM710836(NAD 83)
 AH2385_MARKER: DV = VERTICAL CONTROL DISK
 AH2385_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH2385_SP_SET: BRIDGE ABUTMENT
 AH2385_STAMPING: 6982 AT 1991
 AH2385_MARK LOGO: MNDT  
 AH2385_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH2385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH2385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2385+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH2385
 AH2385  HISTORY     - Date     Condition        Report By
 AH2385  HISTORY     - 1991     MONUMENTED       MNDT
 AH2385
 AH2385                          STATION DESCRIPTION
 AH2385
 AH2385'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2385'THE MARK IS LOCATED IN THE CITY OF DULUTH, IN THE NE 1/4 OF SECTION
 AH2385'23, T50N, R14W.  THE MARK IS SET IN THE TOP OF THE RAILING ON THE LAKE
 AH2385'SIDE OF THE BRIDGE (69841) OVER FAI 35 AT THE OFF RAMP OF THE NB FAI
 AH2385'35 EXIT FOR 21ST AVE, 2.7 FT (0.8 M) HIGHER THAN THE CENTER OF THE OFF
 AH2385'RAMP, AND 400.0 FT (121.9 M) SOUTH OF THE CENTER OF 21ST AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2386 ***********************************************************************
 AH2386  DESIGNATION -  6982 AU
 AH2386  PID         -  AH2386
 AH2386  STATE/COUNTY-  MN/ST LOUIS
 AH2386  USGS QUAD   -  DULUTH (1993)
 AH2386
 AH2386                         *CURRENT SURVEY CONTROL
 AH2386  ___________________________________________________________________
 AH2386* NAD 83(1986)-  46 48 11.     (N)    092 04 01.     (W)     SCALED    
 AH2386* NAVD 88     -       201.271  (meters)     660.34   (feet)  ADJUSTED  
 AH2386  ___________________________________________________________________
 AH2386  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AH2386  DYNAMIC HT  -         201.300 (meters)     660.43  (feet)  COMP
 AH2386  MODELED GRAV-     980,750.1   (mgal)                       NAVD 88
 AH2386
 AH2386  VERT ORDER  -  SECOND    CLASS I
 AH2386
 AH2386.The horizontal coordinates were scaled from a topographic map and have
 AH2386.an estimated accuracy of +/- 6 seconds.
 AH2386
 AH2386.The orthometric height was determined by differential leveling
 AH2386.and adjusted by the National Geodetic Survey in January 2000..
 AH2386
 AH2386.The geoid height was determined by GEOID03.
 AH2386
 AH2386.The dynamic height is computed by dividing the NAVD 88
 AH2386.geopotential number by the normal gravity value computed on the
 AH2386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2386.degrees latitude (g = 980.6199 gals.).
 AH2386
 AH2386.The modeled gravity was interpolated from observed gravity values.
 AH2386
 AH2386;                    North         East    Units  Estimated Accuracy
 AH2386;SPC MN N     -   134,220.      878,860.      MT  (+/- 180 meters Scaled)
 AH2386
 AH2386                          SUPERSEDED SURVEY CONTROL
 AH2386
 AH2386.No superseded survey control is available for this station.
 AH2386
 AH2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM711837(NAD 83)
 AH2386_MARKER: DV = VERTICAL CONTROL DISK
 AH2386_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH2386_SP_SET: BRIDGE SIDEWALK
 AH2386_STAMPING: 6982 AU 1991
 AH2386_MARK LOGO: MNDT  
 AH2386_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH2386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2386+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH2386
 AH2386  HISTORY     - Date     Condition        Report By
 AH2386  HISTORY     - 1991     MONUMENTED       MNDT
 AH2386
 AH2386                          STATION DESCRIPTION
 AH2386
 AH2386'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2386'THE MARK IS LOCATED IN THE CITY OF DULUTH, IN THE NE 1/4 OF SECTION
 AH2386'23, T50N, R14W.  THE MARK IS IN THE SIDEWALK AT THE NE CORNER OF THE
 AH2386'21ST AVE BRIDGE (69841) OVER FAI 35, 120.0 FT (36.6 M) EAST OF THE
 AH2386'CENTER OF FAI 35, 1.2 FT (0.4 M) SOUTH OF THE BRIDGE RAILING, 25.5 FT
 AH2386'(7.8 M) NORTH OF THE CENTER OF 21ST AVE, 13.0 FT (4.0 M) WEST OF THE
 AH2386'BRIDGE NUMBER PLATE, AND 0.7 FT (21.3 CM) HIGHER THAN THE CENTER OF
 AH2386'21ST AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2388 ***********************************************************************
 AH2388  DESIGNATION -  6982 AV
 AH2388  PID         -  AH2388
 AH2388  STATE/COUNTY-  MN/ST LOUIS
 AH2388  USGS QUAD   -  DULUTH (1993)
 AH2388
 AH2388                         *CURRENT SURVEY CONTROL
 AH2388  ___________________________________________________________________
 AH2388* NAD 83(1986)-  46 48 11.     (N)    092 03 48.     (W)     SCALED    
 AH2388* NAVD 88     -       207.246  (meters)     679.94   (feet)  ADJUSTED  
 AH2388  ___________________________________________________________________
 AH2388  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AH2388  DYNAMIC HT  -         207.276 (meters)     680.04  (feet)  COMP
 AH2388  MODELED GRAV-     980,751.0   (mgal)                       NAVD 88
 AH2388
 AH2388  VERT ORDER  -  SECOND    CLASS I
 AH2388
 AH2388.The horizontal coordinates were scaled from a topographic map and have
 AH2388.an estimated accuracy of +/- 6 seconds.
 AH2388
 AH2388.The orthometric height was determined by differential leveling
 AH2388.and adjusted by the National Geodetic Survey in January 2000..
 AH2388
 AH2388.The geoid height was determined by GEOID03.
 AH2388
 AH2388.The dynamic height is computed by dividing the NAVD 88
 AH2388.geopotential number by the normal gravity value computed on the
 AH2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2388.degrees latitude (g = 980.6199 gals.).
 AH2388
 AH2388.The modeled gravity was interpolated from observed gravity values.
 AH2388
 AH2388;                    North         East    Units  Estimated Accuracy
 AH2388;SPC MN N     -   134,220.      879,140.      MT  (+/- 180 meters Scaled)
 AH2388
 AH2388                          SUPERSEDED SURVEY CONTROL
 AH2388
 AH2388.No superseded survey control is available for this station.
 AH2388
 AH2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM714837(NAD 83)
 AH2388_MARKER: DV = VERTICAL CONTROL DISK
 AH2388_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH2388_SP_SET: BRIDGE SIDEWALK
 AH2388_STAMPING: 6982 AV 1991
 AH2388_MARK LOGO: MNDT  
 AH2388_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH2388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2388+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH2388
 AH2388  HISTORY     - Date     Condition        Report By
 AH2388  HISTORY     - 1991     MONUMENTED       MNDT
 AH2388
 AH2388                          STATION DESCRIPTION
 AH2388
 AH2388'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2388'THE MARK IS LOCATED IN THE CITY OF DULUTH, IN THE NW 1/4 OF SECTION
 AH2388'24, T50N, R14W.  THE MARK IS LOCATED IN THE SIDEWALK NEAR THE WEST
 AH2388'ABUTMENT OF PEDESTRIAN BRIDGE 69843 OVER FAI 35 AND BEHIND A
 AH2388'SUPERAMERICA STORE, 3.5 FT (1.1 M) NE OF THE SOUTH END OF THE
 AH2388'ABUTMENT, 7.0 FT (2.1 M) SSW OF THE CENTER OF THE WALKWAY, 26.3 FT
 AH2388'(8.0 M) SOUTH OF THE SE CORNER OF A HAND-HOLE, AND 61.0 FT (18.6 M)
 AH2388'SOUTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2389 ***********************************************************************
 AH2389  DESIGNATION -  6982 AW
 AH2389  PID         -  AH2389
 AH2389  STATE/COUNTY-  MN/ST LOUIS
 AH2389  USGS QUAD   -  DULUTH (1993)
 AH2389
 AH2389                         *CURRENT SURVEY CONTROL
 AH2389  ___________________________________________________________________
 AH2389* NAD 83(1986)-  46 48 23.     (N)    092 03 45.     (W)     SCALED    
 AH2389* NAVD 88     -       199.917  (meters)     655.89   (feet)  ADJUSTED  
 AH2389  ___________________________________________________________________
 AH2389  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AH2389  DYNAMIC HT  -         199.946 (meters)     655.99  (feet)  COMP
 AH2389  MODELED GRAV-     980,750.5   (mgal)                       NAVD 88
 AH2389
 AH2389  VERT ORDER  -  SECOND    CLASS I
 AH2389
 AH2389.The horizontal coordinates were scaled from a topographic map and have
 AH2389.an estimated accuracy of +/- 6 seconds.
 AH2389
 AH2389.The orthometric height was determined by differential leveling
 AH2389.and adjusted by the National Geodetic Survey in January 2000..
 AH2389
 AH2389.The geoid height was determined by GEOID03.
 AH2389
 AH2389.The dynamic height is computed by dividing the NAVD 88
 AH2389.geopotential number by the normal gravity value computed on the
 AH2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2389.degrees latitude (g = 980.6199 gals.).
 AH2389
 AH2389.The modeled gravity was interpolated from observed gravity values.
 AH2389
 AH2389;                    North         East    Units  Estimated Accuracy
 AH2389;SPC MN N     -   134,600.      879,200.      MT  (+/- 180 meters Scaled)
 AH2389
 AH2389                          SUPERSEDED SURVEY CONTROL
 AH2389
 AH2389.No superseded survey control is available for this station.
 AH2389
 AH2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM715840(NAD 83)
 AH2389_MARKER: DV = VERTICAL CONTROL DISK
 AH2389_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH2389_SP_SET: BRIDGE SIDEWALK
 AH2389_STAMPING: 6982 AW 1991
 AH2389_MARK LOGO: MNDT  
 AH2389_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH2389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2389+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH2389
 AH2389  HISTORY     - Date     Condition        Report By
 AH2389  HISTORY     - 1991     MONUMENTED       MNDT
 AH2389
 AH2389                          STATION DESCRIPTION
 AH2389
 AH2389'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2389'THE MARK IS LOCATED IN THE CITY OF DULUTH, IN THE NW 1/4 OF SECTION
 AH2389'24, T50N, R14W.  THE MARK IS SET FLUSH IN A DRILL HOLE IN THE CONCRETE
 AH2389'SIDEWALK AT THE LOW END OF PEDESTRIAN BRIDGE 69843 OVER FAI 35, 68.5
 AH2389'FT (20.9 M) ESE OF THE CENTER OF THE NB LANE OF FAI 35, 15.3 FT (4.7
 AH2389'M) ESE OF THE CENTER OF THE RR TRACKS, 4.7 FT (1.4 M) NNE OF THE SOUTH
 AH2389'END OF THE RAMP, AND ABOUT 4.0 FT (1.2 M) LOWER THAN FAI 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2390 ***********************************************************************
 AH2390  DESIGNATION -  6982 AX
 AH2390  PID         -  AH2390
 AH2390  STATE/COUNTY-  MN/ST LOUIS
 AH2390  USGS QUAD   -  DULUTH (1993)
 AH2390
 AH2390                         *CURRENT SURVEY CONTROL
 AH2390  ___________________________________________________________________
 AH2390* NAD 83(1986)-  46 48 32.     (N)    092 03 36.     (W)     SCALED    
 AH2390* NAVD 88     -       208.524  (meters)     684.13   (feet)  ADJUSTED  
 AH2390  ___________________________________________________________________
 AH2390  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AH2390  DYNAMIC HT  -         208.553 (meters)     684.23  (feet)  COMP
 AH2390  MODELED GRAV-     980,750.7   (mgal)                       NAVD 88
 AH2390
 AH2390  VERT ORDER  -  SECOND    CLASS I
 AH2390
 AH2390.The horizontal coordinates were scaled from a topographic map and have
 AH2390.an estimated accuracy of +/- 6 seconds.
 AH2390
 AH2390.The orthometric height was determined by differential leveling
 AH2390.and adjusted by the National Geodetic Survey in January 2000..
 AH2390
 AH2390.The geoid height was determined by GEOID03.
 AH2390
 AH2390.The dynamic height is computed by dividing the NAVD 88
 AH2390.geopotential number by the normal gravity value computed on the
 AH2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2390.degrees latitude (g = 980.6199 gals.).
 AH2390
 AH2390.The modeled gravity was interpolated from observed gravity values.
 AH2390
 AH2390;                    North         East    Units  Estimated Accuracy
 AH2390;SPC MN N     -   134,880.      879,380.      MT  (+/- 180 meters Scaled)
 AH2390
 AH2390                          SUPERSEDED SURVEY CONTROL
 AH2390
 AH2390.No superseded survey control is available for this station.
 AH2390
 AH2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM717843(NAD 83)
 AH2390_MARKER: DV = VERTICAL CONTROL DISK
 AH2390_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH2390_SP_SET: BRIDGE RAILING
 AH2390_STAMPING: 6982 AX 1991
 AH2390_MARK LOGO: MNDT  
 AH2390_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH2390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH2390+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH2390
 AH2390  HISTORY     - Date     Condition        Report By
 AH2390  HISTORY     - 1991     MONUMENTED       MNDT
 AH2390
 AH2390                          STATION DESCRIPTION
 AH2390
 AH2390'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH2390'THE MARK IS LOCATED IN THE CITY OF DULUTH, IN THE SW 1/4 OF SECTION
 AH2390'13, T50N, R14W.  THE MARK IS SET IN THE TOP OF THE RAILING OF THE
 AH2390'LONDON RD BRIDGE (69860) OVER THE RR TRACKS, 450.0 FT (137.2 M) NE OF
 AH2390'THE JCT OF FAI 35 AND LONDON RD, 24.5 FT (7.5 M) SE OF THE CENTER OF
 AH2390'THE EB LANE OF LONDON RD, 1.3 FT (0.4 M) EAST OF THE WEST EDGE OF THE
 AH2390'RAILING, 69.6 FT (21.2 M) SW OF A LIGHT POLE, AND 2.8 FT (0.9 M)
 AH2390'HIGHER THAN LONDON RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8063 ***********************************************************************
 AI8063  DESIGNATION -  6982 AY
 AI8063  PID         -  AI8063
 AI8063  STATE/COUNTY-  MN/ST LOUIS
 AI8063  USGS QUAD   -  ESKO (1993)
 AI8063
 AI8063                         *CURRENT SURVEY CONTROL
 AI8063  ___________________________________________________________________
 AI8063* NAD 83(1986)-  46 42 11.     (N)    092 18 03.     (W)     SCALED    
 AI8063* NAVD 88     -       332.344  (meters)    1090.37   (feet)  ADJUSTED  
 AI8063  ___________________________________________________________________
 AI8063  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AI8063  DYNAMIC HT  -         332.371 (meters)    1090.45  (feet)  COMP
 AI8063  MODELED GRAV-     980,686.7   (mgal)                       NAVD 88
 AI8063
 AI8063  VERT ORDER  -  SECOND    CLASS I
 AI8063
 AI8063.The horizontal coordinates were scaled from a topographic map and have
 AI8063.an estimated accuracy of +/- 6 seconds.
 AI8063
 AI8063.The orthometric height was determined by differential leveling
 AI8063.and adjusted by the National Geodetic Survey in March 2005..
 AI8063
 AI8063.The geoid height was determined by GEOID03.
 AI8063
 AI8063.The dynamic height is computed by dividing the NAVD 88
 AI8063.geopotential number by the normal gravity value computed on the
 AI8063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8063.degrees latitude (g = 980.6199 gals.).
 AI8063
 AI8063.The modeled gravity was interpolated from observed gravity values.
 AI8063
 AI8063;                    North         East    Units  Estimated Accuracy
 AI8063;SPC MN N     -   122,890.      861,120.      MT  (+/- 180 meters Scaled)
 AI8063
 AI8063                          SUPERSEDED SURVEY CONTROL
 AI8063
 AI8063.No superseded survey control is available for this station.
 AI8063
 AI8063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM534724(NAD 83)
 AI8063_MARKER: DB = BENCH MARK DISK
 AI8063_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8063_SP_SET: BRIDGE ABUTMENT
 AI8063_STAMPING: 6982 AY 1997
 AI8063_MARK LOGO: MNDT  
 AI8063_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8063+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1999
 AI8063
 AI8063  HISTORY     - Date     Condition        Report By
 AI8063  HISTORY     - 1974     MONUMENTED       MNDT
 AI8063  HISTORY     - 19990816 GOOD             MNDT
 AI8063
 AI8063                          STATION DESCRIPTION
 AI8063
 AI8063'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI8063'1.0 MI (1.6 KM) SW OF ELDES CORNER, IN ABUT AT SE COR OF NB FAI 35
 AI8063'BRDG NO 69890 OVER CO RD 61 (OLD TH 61) , 4.45 MI (7.16 KM) WSW ALONG
 AI8063'FAI 35 FROM JCT OF FAI 35 AND BOUNDARY AVE (ABOUT 1.5 MI (2.4 KM)
 AI8063'SOUTH OF PROCTOR) , AT FAI 35 MP 2 45.25, 26.5 FT (8.1 M) SOUTH OF FAI
 AI8063'35. NOTE--MARK WAS SET IN 1974, BUT YEAR WAS NOT STAMPED UNTIL 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8064 ***********************************************************************
 AI8064  DESIGNATION -  6982 AZ
 AI8064  PID         -  AI8064
 AI8064  STATE/COUNTY-  MN/ST LOUIS
 AI8064  USGS QUAD   -  ESKO (1993)
 AI8064
 AI8064                         *CURRENT SURVEY CONTROL
 AI8064  ___________________________________________________________________
 AI8064* NAD 83(1986)-  46 42 14.     (N)    092 17 33.     (W)     SCALED    
 AI8064* NAVD 88     -       337.098  (meters)    1105.96   (feet)  ADJUSTED  
 AI8064  ___________________________________________________________________
 AI8064  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AI8064  DYNAMIC HT  -         337.126 (meters)    1106.05  (feet)  COMP
 AI8064  MODELED GRAV-     980,685.8   (mgal)                       NAVD 88
 AI8064
 AI8064  VERT ORDER  -  SECOND    CLASS I
 AI8064
 AI8064.The horizontal coordinates were scaled from a topographic map and have
 AI8064.an estimated accuracy of +/- 6 seconds.
 AI8064
 AI8064.The orthometric height was determined by differential leveling
 AI8064.and adjusted by the National Geodetic Survey in March 2005..
 AI8064
 AI8064.The geoid height was determined by GEOID03.
 AI8064
 AI8064.The dynamic height is computed by dividing the NAVD 88
 AI8064.geopotential number by the normal gravity value computed on the
 AI8064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8064.degrees latitude (g = 980.6199 gals.).
 AI8064
 AI8064.The modeled gravity was interpolated from observed gravity values.
 AI8064
 AI8064;                    North         East    Units  Estimated Accuracy
 AI8064;SPC MN N     -   122,990.      861,760.      MT  (+/- 180 meters Scaled)
 AI8064
 AI8064                          SUPERSEDED SURVEY CONTROL
 AI8064
 AI8064.No superseded survey control is available for this station.
 AI8064
 AI8064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM540725(NAD 83)
 AI8064_MARKER: DB = BENCH MARK DISK
 AI8064_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8064_SP_SET: BRIDGE ABUTMENT
 AI8064_STAMPING: 6982 AZ 1997
 AI8064_MARK LOGO: MNDT  
 AI8064_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8064+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1999
 AI8064
 AI8064  HISTORY     - Date     Condition        Report By
 AI8064  HISTORY     - 1973     MONUMENTED       MNDT
 AI8064  HISTORY     - 19990816 GOOD             MNDT
 AI8064
 AI8064                          STATION DESCRIPTION
 AI8064
 AI8064'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI8064'0.60 MI (0.97 KM) WSW OF ELDES CORNER, IN ABUT AT NE COR OF RR BRDG NO
 AI8064'69888 OVER FAI 35, 4.05 MI (6.52 KM) WSW ALONG FAI 35 FROM JCT OF FAI
 AI8064'35 AND BOUNDARY AVE (ABOUT 1.5 MI (2.4 KM) SOUTH OF PROCTOR) , AT FAI
 AI8064'35 MP 245.65, 8.0 FT (2.4 M) NE OF NORTH RAIL, 11.9 FT (3.6 M) WNW OF
 AI8064'NE COR RR BRDG. NOTE--MARK WAS SET IN 1973, BUT YEAR WAS NOT STAMPED
 AI8064'UNTIL 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8065 ***********************************************************************
 AI8065  DESIGNATION -  6982 BA
 AI8065  PID         -  AI8065
 AI8065  STATE/COUNTY-  MN/ST LOUIS
 AI8065  USGS QUAD   -  ESKO (1993)
 AI8065
 AI8065                         *CURRENT SURVEY CONTROL
 AI8065  ___________________________________________________________________
 AI8065* NAD 83(1986)-  46 42 19.     (N)    092 17 09.     (W)     SCALED    
 AI8065* NAVD 88     -       355.965  (meters)    1167.86   (feet)  ADJUSTED  
 AI8065  ___________________________________________________________________
 AI8065  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AI8065  DYNAMIC HT  -         355.994 (meters)    1167.96  (feet)  COMP
 AI8065  MODELED GRAV-     980,684.5   (mgal)                       NAVD 88
 AI8065
 AI8065  VERT ORDER  -  SECOND    CLASS I
 AI8065
 AI8065.The horizontal coordinates were scaled from a topographic map and have
 AI8065.an estimated accuracy of +/- 6 seconds.
 AI8065
 AI8065.The orthometric height was determined by differential leveling
 AI8065.and adjusted by the National Geodetic Survey in March 2005..
 AI8065
 AI8065.The geoid height was determined by GEOID03.
 AI8065
 AI8065.The dynamic height is computed by dividing the NAVD 88
 AI8065.geopotential number by the normal gravity value computed on the
 AI8065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8065.degrees latitude (g = 980.6199 gals.).
 AI8065
 AI8065.The modeled gravity was interpolated from observed gravity values.
 AI8065
 AI8065;                    North         East    Units  Estimated Accuracy
 AI8065;SPC MN N     -   123,150.      862,270.      MT  (+/- 180 meters Scaled)
 AI8065
 AI8065                          SUPERSEDED SURVEY CONTROL
 AI8065
 AI8065.No superseded survey control is available for this station.
 AI8065
 AI8065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM545726(NAD 83)
 AI8065_MARKER: DB = BENCH MARK DISK
 AI8065_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8065_SP_SET: BRIDGE ABUTMENT
 AI8065_STAMPING: 6982 BA 1997
 AI8065_MARK LOGO: MNDT  
 AI8065_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8065+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 AI8065
 AI8065  HISTORY     - Date     Condition        Report By
 AI8065  HISTORY     - 1973     MONUMENTED       MNDT
 AI8065  HISTORY     - 19990816 GOOD             MNDT
 AI8065  HISTORY     - 20051017 GOOD             USPSQD
 AI8065
 AI8065                          STATION DESCRIPTION
 AI8065
 AI8065'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI8065'0.4 MI (0.6 KM) SSW OF ELDES CORNER, IN ABUT AT SE COR OF NB FAI 35
 AI8065'BRDG NO 69894 OVER RR, 3.75 MI (6.03 KM) WSW ALONG FAI 35 FROM JCT OF
 AI8065'FAI 35 AND BOUNDARY AVE (ABOUT 1.5 MI (2.4 KM) SOUTH OF PROCTOR) , AT
 AI8065'FAI 35 MP 245.95, 31.0 FT (9.4 M) SOUTH OF FAI 35. NOTE--MARK WAS SET
 AI8065'IN 1973, BUT YEAR WAS NOT STAMPED UNTIL 1997.
 AI8065
 AI8065                          STATION RECOVERY (2005)
 AI8065
 AI8065'RECOVERY NOTE BY US POWER SQUADRON 2005 (RN)
 AI8065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8066 ***********************************************************************
 AI8066  DESIGNATION -  6982 BB
 AI8066  PID         -  AI8066
 AI8066  STATE/COUNTY-  MN/ST LOUIS
 AI8066  USGS QUAD   -  ESKO (1993)
 AI8066
 AI8066                         *CURRENT SURVEY CONTROL
 AI8066  ___________________________________________________________________
 AI8066* NAD 83(1986)-  46 42 29.     (N)    092 16 42.     (W)     SCALED    
 AI8066* NAVD 88     -       362.591  (meters)    1189.60   (feet)  ADJUSTED  
 AI8066  ___________________________________________________________________
 AI8066  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AI8066  DYNAMIC HT  -         362.620 (meters)    1189.70  (feet)  COMP
 AI8066  MODELED GRAV-     980,682.5   (mgal)                       NAVD 88
 AI8066
 AI8066  VERT ORDER  -  SECOND    CLASS I
 AI8066
 AI8066.The horizontal coordinates were scaled from a topographic map and have
 AI8066.an estimated accuracy of +/- 6 seconds.
 AI8066
 AI8066.The orthometric height was determined by differential leveling
 AI8066.and adjusted by the National Geodetic Survey in March 2005..
 AI8066
 AI8066.The geoid height was determined by GEOID03.
 AI8066
 AI8066.The dynamic height is computed by dividing the NAVD 88
 AI8066.geopotential number by the normal gravity value computed on the
 AI8066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8066.degrees latitude (g = 980.6199 gals.).
 AI8066
 AI8066.The modeled gravity was interpolated from observed gravity values.
 AI8066
 AI8066;                    North         East    Units  Estimated Accuracy
 AI8066;SPC MN N     -   123,470.      862,840.      MT  (+/- 180 meters Scaled)
 AI8066
 AI8066                          SUPERSEDED SURVEY CONTROL
 AI8066
 AI8066.No superseded survey control is available for this station.
 AI8066
 AI8066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM551729(NAD 83)
 AI8066_MARKER: DB = BENCH MARK DISK
 AI8066_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8066_SP_SET: BRIDGE ABUTMENT
 AI8066_STAMPING: 6982 BB 1997
 AI8066_MARK LOGO: MNDT  
 AI8066_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8066+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1999
 AI8066
 AI8066  HISTORY     - Date     Condition        Report By
 AI8066  HISTORY     - 1973     MONUMENTED       MNDT
 AI8066  HISTORY     - 19990816 GOOD             MNDT
 AI8066
 AI8066                          STATION DESCRIPTION
 AI8066
 AI8066'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI8066'0.4 MI (0.6 KM) SE OF ELDES CORNER, IN ABUT AT SE COR OF NB FAI 35
 AI8066'BRDG NO 69892 OVER MIDWAY RD, 3.3 MI (5.3 KM) WSW ALONG FAI 35 FROM
 AI8066'JCT OF FAI 35 AND BOUNDARY AVE (ABOUT 1.5 MI (2.4 KM) SOUTH OF
 AI8066'PROCTOR) , AT FAI 35 MP 246.35, 31.1 FT (9.5 M) SOUTH OF FAI 35.
 AI8066'NOTE--MARK WAS SET IN 1973, BUT YEAR WAS NOT STAMPED UNTIL 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8067 ***********************************************************************
 AI8067  DESIGNATION -  6982 BC
 AI8067  PID         -  AI8067
 AI8067  STATE/COUNTY-  MN/ST LOUIS
 AI8067  USGS QUAD   -  WEST DULUTH (1993)
 AI8067
 AI8067                         *CURRENT SURVEY CONTROL
 AI8067  ___________________________________________________________________
 AI8067* NAD 83(1986)-  46 43 16.     (N)    092 14 15.     (W)     SCALED    
 AI8067* NAVD 88     -       385.356  (meters)    1264.29   (feet)  ADJUSTED  
 AI8067  ___________________________________________________________________
 AI8067  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AI8067  DYNAMIC HT  -         385.390 (meters)    1264.40  (feet)  COMP
 AI8067  MODELED GRAV-     980,690.5   (mgal)                       NAVD 88
 AI8067
 AI8067  VERT ORDER  -  SECOND    CLASS I
 AI8067
 AI8067.The horizontal coordinates were scaled from a topographic map and have
 AI8067.an estimated accuracy of +/- 6 seconds.
 AI8067
 AI8067.The orthometric height was determined by differential leveling
 AI8067.and adjusted by the National Geodetic Survey in March 2005..
 AI8067
 AI8067.The geoid height was determined by GEOID03.
 AI8067
 AI8067.The dynamic height is computed by dividing the NAVD 88
 AI8067.geopotential number by the normal gravity value computed on the
 AI8067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8067.degrees latitude (g = 980.6199 gals.).
 AI8067
 AI8067.The modeled gravity was interpolated from observed gravity values.
 AI8067
 AI8067;                    North         East    Units  Estimated Accuracy
 AI8067;SPC MN N     -   124,950.      865,940.      MT  (+/- 180 meters Scaled)
 AI8067
 AI8067                          SUPERSEDED SURVEY CONTROL
 AI8067
 AI8067.No superseded survey control is available for this station.
 AI8067
 AI8067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM582744(NAD 83)
 AI8067_MARKER: DB = BENCH MARK DISK
 AI8067_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8067_SP_SET: BRIDGE ABUTMENT
 AI8067_STAMPING: 6982 BC 1997
 AI8067_MARK LOGO: MNDT  
 AI8067_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8067+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1999
 AI8067
 AI8067  HISTORY     - Date     Condition        Report By
 AI8067  HISTORY     - 1973     MONUMENTED       MNDT
 AI8067  HISTORY     - 19990816 GOOD             MNDT
 AI8067
 AI8067                          STATION DESCRIPTION
 AI8067
 AI8067'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI8067'2.0 MI (3.2 KM) SSW OF PROCTOR, IN ABUT AT SE COR OF NB FAI 35 BRDG NO
 AI8067'69814 OVER UGSTAD RD, 1.0 MI (1.6 KM) WEST ALONG FAI 35 FROM JCT OF
 AI8067'FAI 35 AND BOUNDARY AVE (ABOUT 1.5 MI (2.4 KM) SOUTH OF PROCTOR) , AT
 AI8067'FAI 35 MP 248.55, 25.3 FT (7.7 M) SOUTH OF FAI 35. NOTE--MARK WAS SET
 AI8067'IN 1973, BUT YEAR WAS NOT STAMPED UNTIL 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0211 ***********************************************************************
 RN0211  DESIGNATION -  6982 C
 RN0211  PID         -  RN0211
 RN0211  STATE/COUNTY-  MN/ST LOUIS
 RN0211  USGS QUAD   -  WEST DULUTH (1993)
 RN0211
 RN0211                         *CURRENT SURVEY CONTROL
 RN0211  ___________________________________________________________________
 RN0211* NAD 83(1986)-  46 44 15.     (N)    092 10 16.     (W)     SCALED    
 RN0211* NAVD 88     -       195.528  (meters)     641.49   (feet)  ADJUSTED  
 RN0211  ___________________________________________________________________
 RN0211  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN0211  DYNAMIC HT  -         195.552 (meters)     641.57  (feet)  COMP
 RN0211  MODELED GRAV-     980,731.4   (mgal)                       NAVD 88
 RN0211
 RN0211  VERT ORDER  -  SECOND    CLASS 0
 RN0211
 RN0211.The horizontal coordinates were scaled from a topographic map and have
 RN0211.an estimated accuracy of +/- 6 seconds.
 RN0211
 RN0211.The orthometric height was determined by differential leveling
 RN0211.and adjusted by the National Geodetic Survey in June 1991..
 RN0211
 RN0211.The geoid height was determined by GEOID03.
 RN0211
 RN0211.The dynamic height is computed by dividing the NAVD 88
 RN0211.geopotential number by the normal gravity value computed on the
 RN0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0211.degrees latitude (g = 980.6199 gals.).
 RN0211
 RN0211.The modeled gravity was interpolated from observed gravity values.
 RN0211
 RN0211;                    North         East    Units  Estimated Accuracy
 RN0211;SPC MN N     -   126,830.      871,000.      MT  (+/- 180 meters Scaled)
 RN0211
 RN0211                          SUPERSEDED SURVEY CONTROL
 RN0211
 RN0211  NGVD 29 (??/??/92)  195.490  (m)          641.37   (f) ADJ UNCH    2 0
 RN0211
 RN0211.Superseded values are not recommended for survey control.
 RN0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0211.See file dsdata.txt to determine how the superseded data were derived.
 RN0211
 RN0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM633763(NAD 83)
 RN0211_MARKER: DD = SURVEY DISK
 RN0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0211+STABILITY: SURFACE MOTION
 RN0211
 RN0211  HISTORY     - Date     Condition        Report By
 RN0211  HISTORY     - UNK      MONUMENTED       MNDT
 RN0211  HISTORY     - 1971     GOOD             MNDT
 RN0211
 RN0211                          STATION DESCRIPTION
 RN0211
 RN0211'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0211'IN DULUTH.
 RN0211'MARK IS LOCATED NEAR THE JUNCTION OF FAI 35 AND TH 23 IN WEST DULUTH,
 RN0211'ABOUT 200 FEET NORTH OF FAI 35, 125 FEET NORTH OF THE CENTERLINE OF
 RN0211'ROOSEVELT STREET, 59 FEET SOUTH EAST OF THE CENTERLINE OF TH 23 (GRAND
 RN0211'AVENUE), 30 FEET EAST OF THE CENTERLINE OF SOUTHBOUND 59TH AVENUE
 RN0211'WEST, 29 FEET WEST OF THE CENTERLINE OF NORTHBOUND 59TH AVENUE WEST,
 RN0211'14 FEET WEST OF A 16 INCH ELM TREE, 1 FOOT NORTH OF A STEEL WITNESS
 RN0211'POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE
 RN0211'GROUND.  SW 1/4 SECTION 7, T 49N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0321 ***********************************************************************
 RN0321  DESIGNATION -  6982 G
 RN0321  PID         -  RN0321
 RN0321  STATE/COUNTY-  MN/ST LOUIS
 RN0321  USGS QUAD   -  WEST DULUTH (1993)
 RN0321
 RN0321                         *CURRENT SURVEY CONTROL
 RN0321  ___________________________________________________________________
 RN0321* NAD 83(1986)-  46 43 30.     (N)    092 13 33.     (W)     SCALED    
 RN0321* NAVD 88     -       364.192  (meters)    1194.85   (feet)  ADJUSTED  
 RN0321  ___________________________________________________________________
 RN0321  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN0321  DYNAMIC HT  -         364.227 (meters)    1194.97  (feet)  COMP
 RN0321  MODELED GRAV-     980,698.5   (mgal)                       NAVD 88
 RN0321
 RN0321  VERT ORDER  -  SECOND    CLASS I
 RN0321
 RN0321.The horizontal coordinates were scaled from a topographic map and have
 RN0321.an estimated accuracy of +/- 6 seconds.
 RN0321
 RN0321.The orthometric height was determined by differential leveling
 RN0321.and adjusted by the National Geodetic Survey in June 1991..
 RN0321
 RN0321.The geoid height was determined by GEOID03.
 RN0321
 RN0321.The dynamic height is computed by dividing the NAVD 88
 RN0321.geopotential number by the normal gravity value computed on the
 RN0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0321.degrees latitude (g = 980.6199 gals.).
 RN0321
 RN0321.The modeled gravity was interpolated from observed gravity values.
 RN0321
 RN0321;                    North         East    Units  Estimated Accuracy
 RN0321;SPC MN N     -   125,390.      866,830.      MT  (+/- 180 meters Scaled)
 RN0321
 RN0321                          SUPERSEDED SURVEY CONTROL
 RN0321
 RN0321  NGVD 29 (??/??/92)  364.139  (m)         1194.68   (f) ADJ UNCH    2 0
 RN0321
 RN0321.Superseded values are not recommended for survey control.
 RN0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0321.See file dsdata.txt to determine how the superseded data were derived.
 RN0321
 RN0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM591748(NAD 83)
 RN0321_MARKER: DB = BENCH MARK DISK
 RN0321_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0321_SP_SET: BRIDGE ABUTMENT
 RN0321_STAMPING: 6982 G 1971
 RN0321_MARK LOGO: MNDT  
 RN0321_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0321+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 RN0321
 RN0321  HISTORY     - Date     Condition        Report By
 RN0321  HISTORY     - 1971     MONUMENTED       MNDT
 RN0321  HISTORY     - 19990401 GOOD             MNDT
 RN0321
 RN0321                          STATION DESCRIPTION
 RN0321
 RN0321'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0321'0.6 MI SSW FROM PROCTOR.
 RN0321'MARK IS LOCATED 0.6 MILES SOUTH ALONG COUNTY ROAD 14, (BOUNDARY
 RN0321'AVENUE) FROM THE JUNCTION OF COUNTY ROAD 14 AND TH 2 IN PROCTOR,
 RN0321'THENCE, 0.25 MILES WEST ALONG SKYLINE PARKWAY, TO THE BRIDGE NO. 69845
 RN0321'OVER THE DULUTH, MISSABE AND IRON RANGE RAILROAD.  SE 1/4 SECTION 15,
 RN0321'T 49N, R 15W.
 RN0321
 RN0321                          STATION RECOVERY (1999)
 RN0321
 RN0321'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 RN0321'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0319 ***********************************************************************
 RN0319  DESIGNATION -  6982 H
 RN0319  PID         -  RN0319
 RN0319  STATE/COUNTY-  MN/ST LOUIS
 RN0319  USGS QUAD   -  WEST DULUTH (1993)
 RN0319
 RN0319                         *CURRENT SURVEY CONTROL
 RN0319  ___________________________________________________________________
 RN0319* NAD 83(1986)-  46 43 33.     (N)    092 13 02.     (W)     SCALED    
 RN0319* NAVD 88     -       366.689  (meters)    1203.05   (feet)  ADJUSTED  
 RN0319  ___________________________________________________________________
 RN0319  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 RN0319  DYNAMIC HT  -         366.726 (meters)    1203.17  (feet)  COMP
 RN0319  MODELED GRAV-     980,703.4   (mgal)                       NAVD 88
 RN0319
 RN0319  VERT ORDER  -  SECOND    CLASS I
 RN0319
 RN0319.The horizontal coordinates were scaled from a topographic map and have
 RN0319.an estimated accuracy of +/- 6 seconds.
 RN0319
 RN0319.The orthometric height was determined by differential leveling
 RN0319.and adjusted by the National Geodetic Survey in June 1991..
 RN0319
 RN0319.The geoid height was determined by GEOID03.
 RN0319
 RN0319.The dynamic height is computed by dividing the NAVD 88
 RN0319.geopotential number by the normal gravity value computed on the
 RN0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0319.degrees latitude (g = 980.6199 gals.).
 RN0319
 RN0319.The modeled gravity was interpolated from observed gravity values.
 RN0319
 RN0319;                    North         East    Units  Estimated Accuracy
 RN0319;SPC MN N     -   125,490.      867,490.      MT  (+/- 180 meters Scaled)
 RN0319
 RN0319                          SUPERSEDED SURVEY CONTROL
 RN0319
 RN0319  NGVD 29 (??/??/92)  366.638  (m)         1202.88   (f) ADJ UNCH    2 0
 RN0319
 RN0319.Superseded values are not recommended for survey control.
 RN0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0319.See file dsdata.txt to determine how the superseded data were derived.
 RN0319
 RN0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM598749(NAD 83)
 RN0319_MARKER: DB = BENCH MARK DISK
 RN0319_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0319_SP_SET: BRIDGE ABUTMENT
 RN0319_STAMPING: 6982 H 1970
 RN0319_MARK LOGO: MNDT  
 RN0319_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0319+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 RN0319
 RN0319  HISTORY     - Date     Condition        Report By
 RN0319  HISTORY     - 1970     MONUMENTED       MNDT
 RN0319  HISTORY     - 1971     GOOD             MNDT
 RN0319  HISTORY     - 19990401 GOOD             MNDT
 RN0319
 RN0319                          STATION DESCRIPTION
 RN0319
 RN0319'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0319'0.6 MI S FROM PROCTOR.
 RN0319'MARK IS LOCATED 0.6 MILES SOUTH ALONG COUNTY ROAD 14 (BOUNDARY AVENUE)
 RN0319'FROM THE JUNCTION OF COUNTY ROAD 14, AND TH 2 IN PROCTOR IN THE
 RN0319'SOUTHEAST CORNER OF BRIDGE NO. 69846, COUNTY ROAD 14 OVER FAI 35. SW
 RN0319'1/4 SECTION 14, T 49N, R 15W.
 RN0319
 RN0319                          STATION RECOVERY (1999)
 RN0319
 RN0319'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 RN0319'THE MARK WAS RECOVERED AS DESCRIBED.  19.3 FT (5.9 M) EAST OF CO RD A,
 RN0319'58.0 FT (17.7 M) SOUTH OF NB I35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0316 ***********************************************************************
 RN0316  DESIGNATION -  6982 J
 RN0316  PID         -  RN0316
 RN0316  STATE/COUNTY-  MN/ST LOUIS
 RN0316  USGS QUAD   -  WEST DULUTH (1993)
 RN0316
 RN0316                         *CURRENT SURVEY CONTROL
 RN0316  ___________________________________________________________________
 RN0316* NAD 83(1986)-  46 43 53.     (N)    092 12 04.     (W)     SCALED    
 RN0316* NAVD 88     -       318.058  (meters)    1043.50   (feet)  ADJUSTED  
 RN0316  ___________________________________________________________________
 RN0316  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 RN0316  DYNAMIC HT  -         318.094 (meters)    1043.61  (feet)  COMP
 RN0316  MODELED GRAV-     980,716.9   (mgal)                       NAVD 88
 RN0316
 RN0316  VERT ORDER  -  SECOND    CLASS 0
 RN0316
 RN0316.The horizontal coordinates were scaled from a topographic map and have
 RN0316.an estimated accuracy of +/- 6 seconds.
 RN0316
 RN0316.The orthometric height was determined by differential leveling
 RN0316.and adjusted by the National Geodetic Survey in June 1991..
 RN0316
 RN0316.The geoid height was determined by GEOID03.
 RN0316
 RN0316.The dynamic height is computed by dividing the NAVD 88
 RN0316.geopotential number by the normal gravity value computed on the
 RN0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0316.degrees latitude (g = 980.6199 gals.).
 RN0316
 RN0316.The modeled gravity was interpolated from observed gravity values.
 RN0316
 RN0316;                    North         East    Units  Estimated Accuracy
 RN0316;SPC MN N     -   126,130.      868,710.      MT  (+/- 180 meters Scaled)
 RN0316
 RN0316                          SUPERSEDED SURVEY CONTROL
 RN0316
 RN0316  NGVD 29 (??/??/92)  318.010  (m)         1043.34   (f) ADJ UNCH    2 0
 RN0316
 RN0316.Superseded values are not recommended for survey control.
 RN0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0316.See file dsdata.txt to determine how the superseded data were derived.
 RN0316
 RN0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM610756(NAD 83)
 RN0316_MARKER: DD = SURVEY DISK
 RN0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0316_SP_SET: BRIDGE
 RN0316_STAMPING: 6982-J 1964
 RN0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0316
 RN0316  HISTORY     - Date     Condition        Report By
 RN0316  HISTORY     - 1964     MONUMENTED       MNDT
 RN0316  HISTORY     - 1971     GOOD             MNDT
 RN0316
 RN0316                          STATION DESCRIPTION
 RN0316
 RN0316'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0316'IN DULUTH.
 RN0316'MARK IS LOCATED AT THE JUNCTION OF T.H. 2 AND FAI 35 IN WEST DULUTH,
 RN0316'IN THE SOUTHEAST (MOST SOUTHERLY) CORNER OF BRIDGE NO. 69848,
 RN0316'NORTHBOUND FAI 35 OVER THE SOUTHBOUND T.H. 2 CONNECTION TO NORTHBOUND
 RN0316'FAI 35 AND KINGSBURY CREEK.  NE 1/4 SECTION 14, T 49N, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0317 ***********************************************************************
 RN0317  DESIGNATION -  6982 K
 RN0317  PID         -  RN0317
 RN0317  STATE/COUNTY-  MN/ST LOUIS
 RN0317  USGS QUAD   -  WEST DULUTH (1993)
 RN0317
 RN0317                         *CURRENT SURVEY CONTROL
 RN0317  ___________________________________________________________________
 RN0317* NAD 83(1986)-  46 43 52.     (N)    092 12 05.     (W)     SCALED    
 RN0317* NAVD 88     -       319.033  (meters)    1046.69   (feet)  ADJUSTED  
 RN0317  ___________________________________________________________________
 RN0317  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 RN0317  DYNAMIC HT  -         319.068 (meters)    1046.81  (feet)  COMP
 RN0317  MODELED GRAV-     980,716.7   (mgal)                       NAVD 88
 RN0317
 RN0317  VERT ORDER  -  SECOND    CLASS 0
 RN0317
 RN0317.The horizontal coordinates were scaled from a topographic map and have
 RN0317.an estimated accuracy of +/- 6 seconds.
 RN0317
 RN0317.The orthometric height was determined by differential leveling
 RN0317.and adjusted by the National Geodetic Survey in June 1991..
 RN0317
 RN0317.The geoid height was determined by GEOID03.
 RN0317
 RN0317.The dynamic height is computed by dividing the NAVD 88
 RN0317.geopotential number by the normal gravity value computed on the
 RN0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0317.degrees latitude (g = 980.6199 gals.).
 RN0317
 RN0317.The modeled gravity was interpolated from observed gravity values.
 RN0317
 RN0317;                    North         East    Units  Estimated Accuracy
 RN0317;SPC MN N     -   126,090.      868,690.      MT  (+/- 180 meters Scaled)
 RN0317
 RN0317                          SUPERSEDED SURVEY CONTROL
 RN0317
 RN0317  NGVD 29 (??/??/92)  318.985  (m)         1046.54   (f) ADJ UNCH    2 0
 RN0317
 RN0317.Superseded values are not recommended for survey control.
 RN0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0317.See file dsdata.txt to determine how the superseded data were derived.
 RN0317
 RN0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM610755(NAD 83)
 RN0317_MARKER: DD = SURVEY DISK
 RN0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0317_SP_SET: BRIDGE
 RN0317_STAMPING: 6982-K 1964
 RN0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0317
 RN0317  HISTORY     - Date     Condition        Report By
 RN0317  HISTORY     - 1964     MONUMENTED       MNDT
 RN0317  HISTORY     - 1971     GOOD             MNDT
 RN0317  HISTORY     - 19960511 GOOD             USPSQD
 RN0317
 RN0317                          STATION DESCRIPTION
 RN0317
 RN0317'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0317'IN DULUTH.
 RN0317'MARK IS LOCATED AT THE JUNCTION OF T.H. 2 AND FAI 35 IN WEST DULUTH,
 RN0317'IN THE SOUTHEAST (MOST SOUTHERLY) CORNER OF BRIDGE NO. 69847, FAI 35
 RN0317'SOUTHBOUND OVER THE SOUTHBOUND T.H. 2 CONNECTION TO NORTHBOUND FAI 35
 RN0317'AND KINGSBURY CREEK.  NW 1/4 SECTION 14, T 49N, R 15W.
 RN0317
 RN0317                          STATION RECOVERY (1996)
 RN0317
 RN0317'RECOVERY NOTE BY US POWER SQUADRON 1996
 RN0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0310 ***********************************************************************
 RN0310  DESIGNATION -  6982 L
 RN0310  PID         -  RN0310
 RN0310  STATE/COUNTY-  MN/ST LOUIS
 RN0310  USGS QUAD   -  WEST DULUTH (1993)
 RN0310
 RN0310                         *CURRENT SURVEY CONTROL
 RN0310  ___________________________________________________________________
 RN0310* NAD 83(1986)-  46 43 52.     (N)    092 12 03.     (W)     SCALED    
 RN0310* NAVD 88     -       310.814  (meters)    1019.73   (feet)  ADJUSTED  
 RN0310  ___________________________________________________________________
 RN0310  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 RN0310  DYNAMIC HT  -         310.849 (meters)    1019.84  (feet)  COMP
 RN0310  MODELED GRAV-     980,717.3   (mgal)                       NAVD 88
 RN0310
 RN0310  VERT ORDER  -  SECOND    CLASS 0
 RN0310
 RN0310.The horizontal coordinates were scaled from a topographic map and have
 RN0310.an estimated accuracy of +/- 6 seconds.
 RN0310
 RN0310.The orthometric height was determined by differential leveling
 RN0310.and adjusted by the National Geodetic Survey in June 1991..
 RN0310
 RN0310.The geoid height was determined by GEOID03.
 RN0310
 RN0310.The dynamic height is computed by dividing the NAVD 88
 RN0310.geopotential number by the normal gravity value computed on the
 RN0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0310.degrees latitude (g = 980.6199 gals.).
 RN0310
 RN0310.The modeled gravity was interpolated from observed gravity values.
 RN0310
 RN0310;                    North         East    Units  Estimated Accuracy
 RN0310;SPC MN N     -   126,090.      868,730.      MT  (+/- 180 meters Scaled)
 RN0310
 RN0310                          SUPERSEDED SURVEY CONTROL
 RN0310
 RN0310  NGVD 29 (??/??/92)  310.766  (m)         1019.57   (f) ADJ UNCH    2 0
 RN0310
 RN0310.Superseded values are not recommended for survey control.
 RN0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0310.See file dsdata.txt to determine how the superseded data were derived.
 RN0310
 RN0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM610755(NAD 83)
 RN0310_MARKER: DD = SURVEY DISK
 RN0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0310_SP_SET: BRIDGE
 RN0310_STAMPING: 6982-L 1970
 RN0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0310
 RN0310  HISTORY     - Date     Condition        Report By
 RN0310  HISTORY     - 1970     MONUMENTED       MNDT
 RN0310  HISTORY     - 1971     GOOD             MNDT
 RN0310
 RN0310                          STATION DESCRIPTION
 RN0310
 RN0310'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0310'IN DULUTH.
 RN0310'MARK IS LOCATED IN WEST DULUTH AT THE JUNCTION OF T.H. 2 AND FAI 35,
 RN0310'IN THE NORTHWEST CORNER (RAILING BASE) OF BRIDGE NO. 3633, T.H. 2
 RN0310'SOUTHBOUND CONNECTION NORTHBOUND FAI 35 OVER KINGSBURY CREEK, 75 FEET
 RN0310'NORTH OF THE DULUTH MISSABE AND IRON RANGE RAILROAD BRIDGE, AND 40
 RN0310'FEET SOUTH OF THE NORTHBOUND FAI 35 BRIDGE.  NE 1/4 SECTION 14, T 49N,
 RN0310'R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0311 ***********************************************************************
 RN0311  DESIGNATION -  6982 M
 RN0311  PID         -  RN0311
 RN0311  STATE/COUNTY-  MN/ST LOUIS
 RN0311  USGS QUAD   -  WEST DULUTH (1993)
 RN0311
 RN0311                         *CURRENT SURVEY CONTROL
 RN0311  ___________________________________________________________________
 RN0311* NAD 83(1986)-  46 43 56.     (N)    092 12 08.     (W)     SCALED    
 RN0311* NAVD 88     -       315.440  (meters)    1034.91   (feet)  ADJUSTED  
 RN0311  ___________________________________________________________________
 RN0311  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 RN0311  DYNAMIC HT  -         315.475 (meters)    1035.02  (feet)  COMP
 RN0311  MODELED GRAV-     980,715.4   (mgal)                       NAVD 88
 RN0311
 RN0311  VERT ORDER  -  SECOND    CLASS 0
 RN0311
 RN0311.The horizontal coordinates were scaled from a topographic map and have
 RN0311.an estimated accuracy of +/- 6 seconds.
 RN0311
 RN0311.The orthometric height was determined by differential leveling
 RN0311.and adjusted by the National Geodetic Survey in June 1991..
 RN0311
 RN0311.The geoid height was determined by GEOID03.
 RN0311
 RN0311.The dynamic height is computed by dividing the NAVD 88
 RN0311.geopotential number by the normal gravity value computed on the
 RN0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0311.degrees latitude (g = 980.6199 gals.).
 RN0311
 RN0311.The modeled gravity was interpolated from observed gravity values.
 RN0311
 RN0311;                    North         East    Units  Estimated Accuracy
 RN0311;SPC MN N     -   126,220.      868,630.      MT  (+/- 180 meters Scaled)
 RN0311
 RN0311                          SUPERSEDED SURVEY CONTROL
 RN0311
 RN0311  NGVD 29 (??/??/92)  315.391  (m)         1034.75   (f) ADJ UNCH    2 0
 RN0311
 RN0311.Superseded values are not recommended for survey control.
 RN0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0311.See file dsdata.txt to determine how the superseded data were derived.
 RN0311
 RN0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM609757(NAD 83)
 RN0311_MARKER: DD = SURVEY DISK
 RN0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0311_SP_SET: CULVERT
 RN0311_STAMPING: 6982-M
 RN0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0311
 RN0311  HISTORY     - Date     Condition        Report By
 RN0311  HISTORY     - UNK      MONUMENTED       MNDT
 RN0311  HISTORY     - 1971     GOOD             MNDT
 RN0311  HISTORY     - 19960511 GOOD             USPSQD
 RN0311
 RN0311                          STATION DESCRIPTION
 RN0311
 RN0311'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0311'IN DULUTH.
 RN0311'MARK IS LOCATED IN WEST DULUTH, AT THE JUNCTION OF T.H. 2, FAI 35 AND
 RN0311'SKYLINE PARKWAY ABOUT 1.0 MILES SOUTHEAST OF PROCTOR, IN THE NORTHWEST
 RN0311'END OF THE NORTH HEADWALL OF A BOX CULVERT UNDER SKYLINE PARKWAY, T.H.
 RN0311'2 AND FAI 35 (STRUCTURE NO. 3633) AT KINGSBURY CREEK. NE 1/4 SECTION
 RN0311'14, T 49N, R 15W.
 RN0311
 RN0311                          STATION RECOVERY (1996)
 RN0311
 RN0311'RECOVERY NOTE BY US POWER SQUADRON 1996
 RN0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0308 ***********************************************************************
 RN0308  DESIGNATION -  6982 N
 RN0308  PID         -  RN0308
 RN0308  STATE/COUNTY-  MN/ST LOUIS
 RN0308  USGS QUAD   -  WEST DULUTH (1993)
 RN0308
 RN0308                         *CURRENT SURVEY CONTROL
 RN0308  ___________________________________________________________________
 RN0308* NAD 83(1986)-  46 44 20.     (N)    092 11 02.     (W)     SCALED    
 RN0308* NAVD 88     -       238.288  (meters)     781.78   (feet)  ADJUSTED  
 RN0308  ___________________________________________________________________
 RN0308  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 RN0308  DYNAMIC HT  -         238.316 (meters)     781.88  (feet)  COMP
 RN0308  MODELED GRAV-     980,724.4   (mgal)                       NAVD 88
 RN0308
 RN0308  VERT ORDER  -  SECOND    CLASS 0
 RN0308
 RN0308.The horizontal coordinates were scaled from a topographic map and have
 RN0308.an estimated accuracy of +/- 6 seconds.
 RN0308
 RN0308.The orthometric height was determined by differential leveling
 RN0308.and adjusted by the National Geodetic Survey in June 1991..
 RN0308
 RN0308.The geoid height was determined by GEOID03.
 RN0308
 RN0308.The dynamic height is computed by dividing the NAVD 88
 RN0308.geopotential number by the normal gravity value computed on the
 RN0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0308.degrees latitude (g = 980.6199 gals.).
 RN0308
 RN0308.The modeled gravity was interpolated from observed gravity values.
 RN0308
 RN0308;                    North         East    Units  Estimated Accuracy
 RN0308;SPC MN N     -   126,970.      870,020.      MT  (+/- 180 meters Scaled)
 RN0308
 RN0308                          SUPERSEDED SURVEY CONTROL
 RN0308
 RN0308  NGVD 29 (??/??/92)  238.244  (m)          781.64   (f) ADJ UNCH    2 0
 RN0308
 RN0308.Superseded values are not recommended for survey control.
 RN0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0308.See file dsdata.txt to determine how the superseded data were derived.
 RN0308
 RN0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM623764(NAD 83)
 RN0308_MARKER: DD = SURVEY DISK
 RN0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0308_SP_SET: ABUTMENT
 RN0308_STAMPING: 6982-N 1970
 RN0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0308
 RN0308  HISTORY     - Date     Condition        Report By
 RN0308  HISTORY     - 1970     MONUMENTED       MNDT
 RN0308  HISTORY     - 1971     GOOD             MNDT
 RN0308
 RN0308                          STATION DESCRIPTION
 RN0308
 RN0308'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0308'IN DULUTH.
 RN0308'MARK IS LOCATED IN WEST DULUTH IN THE SOUTHEAST CORNER (ABUTMENT) OF
 RN0308'BRIDGE NO. 69851, SOUTHBOUND FAI 35 OVER THE NORTHBOUND FAI 35
 RN0308'CONNECTION TO T.H. 61.  SE 1/4 SECTION 12, T 49N, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0307 ***********************************************************************
 RN0307  DESIGNATION -  6982 N 1
 RN0307  PID         -  RN0307
 RN0307  STATE/COUNTY-  MN/ST LOUIS
 RN0307  USGS QUAD   -  WEST DULUTH (1993)
 RN0307
 RN0307                         *CURRENT SURVEY CONTROL
 RN0307  ___________________________________________________________________
 RN0307* NAD 83(1986)-  46 44 19.     (N)    092 10 46.     (W)     SCALED    
 RN0307* NAVD 88     -       220.270  (meters)     722.67   (feet)  ADJUSTED  
 RN0307  ___________________________________________________________________
 RN0307  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN0307  DYNAMIC HT  -         220.297 (meters)     722.76  (feet)  COMP
 RN0307  MODELED GRAV-     980,726.8   (mgal)                       NAVD 88
 RN0307
 RN0307  VERT ORDER  -  SECOND    CLASS 0
 RN0307
 RN0307.The horizontal coordinates were scaled from a topographic map and have
 RN0307.an estimated accuracy of +/- 6 seconds.
 RN0307
 RN0307.The orthometric height was determined by differential leveling
 RN0307.and adjusted by the National Geodetic Survey in June 1991..
 RN0307
 RN0307.The geoid height was determined by GEOID03.
 RN0307
 RN0307.The dynamic height is computed by dividing the NAVD 88
 RN0307.geopotential number by the normal gravity value computed on the
 RN0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0307.degrees latitude (g = 980.6199 gals.).
 RN0307
 RN0307.The modeled gravity was interpolated from observed gravity values.
 RN0307
 RN0307;                    North         East    Units  Estimated Accuracy
 RN0307;SPC MN N     -   126,950.      870,360.      MT  (+/- 180 meters Scaled)
 RN0307
 RN0307                          SUPERSEDED SURVEY CONTROL
 RN0307
 RN0307  NGVD 29 (??/??/92)  220.227  (m)          722.53   (f) ADJ UNCH    2 0
 RN0307
 RN0307.Superseded values are not recommended for survey control.
 RN0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0307.See file dsdata.txt to determine how the superseded data were derived.
 RN0307
 RN0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM626764(NAD 83)
 RN0307_MARKER: DD = SURVEY DISK
 RN0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0307_SP_SET: BRIDGE
 RN0307_STAMPING: 6982-N1 1971
 RN0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0307
 RN0307  HISTORY     - Date     Condition        Report By
 RN0307  HISTORY     - 1971     MONUMENTED       MNDT
 RN0307
 RN0307                          STATION DESCRIPTION
 RN0307
 RN0307'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0307'IN DULUTH.
 RN0307'MARK IS LOCATED IN WEST DULUTH AT ABOUT THE PROJECTED CROSSING OF 65TH
 RN0307'AVENUE WEST NEAR BRISTOL STREET, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 RN0307'69852, FAI 35 OVER THE DULUTH, MISSABE AND IRON RANGE RAILROAD. SE 1/4
 RN0307'SECTION 12, T 49N, R 15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0213 ***********************************************************************
 RN0213  DESIGNATION -  6982 P 1
 RN0213  PID         -  RN0213
 RN0213  STATE/COUNTY-  MN/ST LOUIS
 RN0213  USGS QUAD   -  WEST DULUTH (1993)
 RN0213
 RN0213                         *CURRENT SURVEY CONTROL
 RN0213  ___________________________________________________________________
 RN0213* NAD 83(1986)-  46 44 20.     (N)    092 09 33.     (W)     SCALED    
 RN0213* NAVD 88     -       196.702  (meters)     645.35   (feet)  ADJUSTED  
 RN0213  ___________________________________________________________________
 RN0213  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN0213  DYNAMIC HT  -         196.727 (meters)     645.43  (feet)  COMP
 RN0213  MODELED GRAV-     980,737.1   (mgal)                       NAVD 88
 RN0213
 RN0213  VERT ORDER  -  SECOND    CLASS 0
 RN0213
 RN0213.The horizontal coordinates were scaled from a topographic map and have
 RN0213.an estimated accuracy of +/- 6 seconds.
 RN0213
 RN0213.The orthometric height was determined by differential leveling
 RN0213.and adjusted by the National Geodetic Survey in June 1991..
 RN0213
 RN0213.The geoid height was determined by GEOID03.
 RN0213
 RN0213.The dynamic height is computed by dividing the NAVD 88
 RN0213.geopotential number by the normal gravity value computed on the
 RN0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0213.degrees latitude (g = 980.6199 gals.).
 RN0213
 RN0213.The modeled gravity was interpolated from observed gravity values.
 RN0213
 RN0213;                    North         East    Units  Estimated Accuracy
 RN0213;SPC MN N     -   127,000.      871,910.      MT  (+/- 180 meters Scaled)
 RN0213
 RN0213                          SUPERSEDED SURVEY CONTROL
 RN0213
 RN0213  NGVD 29 (??/??/92)  196.668  (m)          645.23   (f) ADJ UNCH    2 0
 RN0213
 RN0213.Superseded values are not recommended for survey control.
 RN0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0213.See file dsdata.txt to determine how the superseded data were derived.
 RN0213
 RN0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM642764(NAD 83)
 RN0213_MARKER: DD = SURVEY DISK
 RN0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0213_SP_SET: BRIDGE
 RN0213_STAMPING: 6982-P 1 1971
 RN0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0213
 RN0213  HISTORY     - Date     Condition        Report By
 RN0213  HISTORY     - 1971     MONUMENTED       MNDT
 RN0213
 RN0213                          STATION DESCRIPTION
 RN0213
 RN0213'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0213'IN DULUTH.
 RN0213'MARK IS LOCATED 2.7 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 RN0213'35 AND FAI 535 IN DULUTH, IN THE SOUTHEAST CORNER (MOST SOUTHERLY) OF
 RN0213'BRIDGE NO. 99680, FAI 35 OVER RAMSEY STREET, 50TH AVENUE WEST AND THE
 RN0213'SOO LINE RAILROAD.  SE 1/4 SECTION 7, T 49N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1817 ***********************************************************************
 RN1817  DESIGNATION -  6982 P RESET
 RN1817  PID         -  RN1817
 RN1817  STATE/COUNTY-  MN/ST LOUIS
 RN1817  USGS QUAD   -  WEST DULUTH (1993)
 RN1817
 RN1817                         *CURRENT SURVEY CONTROL
 RN1817  ___________________________________________________________________
 RN1817* NAD 83(1986)-  46 44 34.     (N)    092 09 15.     (W)     SCALED    
 RN1817* NAVD 88     -       194.02   (meters)     636.5    (feet)  RESET     
 RN1817  ___________________________________________________________________
 RN1817  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN1817
 RN1817  VERT ORDER  -  THIRD
 RN1817
 RN1817.The horizontal coordinates were scaled from a topographic map and have
 RN1817.an estimated accuracy of +/- 6 seconds.
 RN1817
 RN1817.The orthometric height was computed from unverified reset data.
 RN1817.No vertical observational check was made to the station.
 RN1817
 RN1817.The geoid height was determined by GEOID03.
 RN1817
 RN1817;                    North         East    Units  Estimated Accuracy
 RN1817;SPC MN N     -   127,430.      872,290.      MT  (+/- 180 meters Scaled)
 RN1817
 RN1817                          SUPERSEDED SURVEY CONTROL
 RN1817
 RN1817  NGVD 29 (04/14/03)  193.99   (m)          636.4    (f) RESET       3  
 RN1817
 RN1817.Superseded values are not recommended for survey control.
 RN1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1817.See file dsdata.txt to determine how the superseded data were derived.
 RN1817
 RN1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM646769(NAD 83)
 RN1817_MARKER: DD = SURVEY DISK
 RN1817_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 RN1817_SP_SET: BRIDGE WINGWALL
 RN1817_STAMPING: 6982 P RESET 1986
 RN1817_MARK LOGO: MNDT  
 RN1817_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN1817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1817
 RN1817  HISTORY     - Date     Condition        Report By
 RN1817  HISTORY     - 1986     MONUMENTED       MNDT
 RN1817
 RN1817                          STATION DESCRIPTION
 RN1817
 RN1817'DESCRIBED BY MN DEPT OF TRANSP 1986
 RN1817'2.3 MI (3.7 KM) SOUTH ALONG INTERSTATE HIGHWAY 35 FROM THE JUNCTION
 RN1817'WITH INTERSTATE HIGHWAY 535 IN DULUTH, 0.4 MI (0.6 KM) S OF THE
 RN1817'DULUTH ORE DOCKS, IN THE NE 1/4 OF SEC 7, T49N, R14W, IN THE
 RN1817'NORTHEAST WINGWALL OF THE BONG BRIDGE (NUMBER 69100) AT INTERSTATE 35
 RN1817'MP 165.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0215 ***********************************************************************
 RN0215  DESIGNATION -  6982 Q
 RN0215  PID         -  RN0215
 RN0215  STATE/COUNTY-  MN/ST LOUIS
 RN0215  USGS QUAD   -  DULUTH HEIGHTS (1993)
 RN0215
 RN0215                         *CURRENT SURVEY CONTROL
 RN0215  ___________________________________________________________________
 RN0215* NAD 83(1986)-  46 45 03.     (N)    092 08 37.     (W)     SCALED    
 RN0215* NAVD 88     -       192.476  (meters)     631.48   (feet)  ADJUSTED  
 RN0215  ___________________________________________________________________
 RN0215  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN0215  DYNAMIC HT  -         192.502 (meters)     631.57  (feet)  COMP
 RN0215  MODELED GRAV-     980,742.8   (mgal)                       NAVD 88
 RN0215
 RN0215  VERT ORDER  -  SECOND    CLASS 0
 RN0215
 RN0215.The horizontal coordinates were scaled from a topographic map and have
 RN0215.an estimated accuracy of +/- 6 seconds.
 RN0215
 RN0215.The orthometric height was determined by differential leveling
 RN0215.and adjusted by the National Geodetic Survey in June 1991..
 RN0215
 RN0215.The geoid height was determined by GEOID03.
 RN0215
 RN0215.The dynamic height is computed by dividing the NAVD 88
 RN0215.geopotential number by the normal gravity value computed on the
 RN0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0215.degrees latitude (g = 980.6199 gals.).
 RN0215
 RN0215.The modeled gravity was interpolated from observed gravity values.
 RN0215
 RN0215;                    North         East    Units  Estimated Accuracy
 RN0215;SPC MN N     -   128,340.      873,080.      MT  (+/- 180 meters Scaled)
 RN0215
 RN0215                          SUPERSEDED SURVEY CONTROL
 RN0215
 RN0215  NGVD 29 (??/??/92)  192.448  (m)          631.39   (f) ADJ UNCH    2 0
 RN0215
 RN0215.Superseded values are not recommended for survey control.
 RN0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0215.See file dsdata.txt to determine how the superseded data were derived.
 RN0215
 RN0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM654778(NAD 83)
 RN0215_MARKER: DD = SURVEY DISK
 RN0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0215_SP_SET: BRIDGE
 RN0215_STAMPING: 6982-Q 1971
 RN0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0215
 RN0215  HISTORY     - Date     Condition        Report By
 RN0215  HISTORY     - 1971     MONUMENTED       MNDT
 RN0215
 RN0215                          STATION DESCRIPTION
 RN0215
 RN0215'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0215'IN DULUTH.
 RN0215'MARK IS LOCATED 1.3 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 RN0215'35 AND FAI 535 IN DULUTH, 0.1 MILES SOUTH OF THE DULUTH ORE DOCKS, IN
 RN0215'THE SOUTHEAST CORNER (MOST SOUTHERLY) OF BRIDGE NO. 69827, 38TH AVENUE
 RN0215'WEST (ONEOTA CONNECTION) OVER FAI 35 AT MILE MARKER 254.0.  SE 1/4
 RN0215'SECTION 5, T 49N, R 14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0218 ***********************************************************************
 RN0218  DESIGNATION -  6982 Q 1
 RN0218  PID         -  RN0218
 RN0218  STATE/COUNTY-  MN/ST LOUIS
 RN0218  USGS QUAD   -  DULUTH HEIGHTS (1993)
 RN0218
 RN0218                         *CURRENT SURVEY CONTROL
 RN0218  ___________________________________________________________________
 RN0218* NAD 83(1986)-  46 45 09.     (N)    092 08 27.     (W)     SCALED    
 RN0218* NAVD 88     -       191.330  (meters)     627.72   (feet)  ADJUSTED  
 RN0218  ___________________________________________________________________
 RN0218  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN0218  DYNAMIC HT  -         191.356 (meters)     627.81  (feet)  COMP
 RN0218  MODELED GRAV-     980,742.9   (mgal)                       NAVD 88
 RN0218
 RN0218  VERT ORDER  -  SECOND    CLASS 0
 RN0218
 RN0218.The horizontal coordinates were scaled from a topographic map and have
 RN0218.an estimated accuracy of +/- 6 seconds.
 RN0218
 RN0218.The orthometric height was determined by differential leveling
 RN0218.and adjusted by the National Geodetic Survey in June 1991..
 RN0218
 RN0218.The geoid height was determined by GEOID03.
 RN0218
 RN0218.The dynamic height is computed by dividing the NAVD 88
 RN0218.geopotential number by the normal gravity value computed on the
 RN0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0218.degrees latitude (g = 980.6199 gals.).
 RN0218
 RN0218.The modeled gravity was interpolated from observed gravity values.
 RN0218
 RN0218;                    North         East    Units  Estimated Accuracy
 RN0218;SPC MN N     -   128,530.      873,290.      MT  (+/- 180 meters Scaled)
 RN0218
 RN0218                          SUPERSEDED SURVEY CONTROL
 RN0218
 RN0218  NGVD 29 (??/??/92)  191.302  (m)          627.63   (f) ADJ UNCH    2 0
 RN0218
 RN0218.Superseded values are not recommended for survey control.
 RN0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0218.See file dsdata.txt to determine how the superseded data were derived.
 RN0218
 RN0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM656780(NAD 83)
 RN0218_MARKER: DD = SURVEY DISK
 RN0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0218_SP_SET: BRIDGE
 RN0218_STAMPING: 6982-Q1 1971
 RN0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0218
 RN0218  HISTORY     - Date     Condition        Report By
 RN0218  HISTORY     - 1971     MONUMENTED       MNDT
 RN0218
 RN0218                          STATION DESCRIPTION
 RN0218
 RN0218'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0218'IN DULUTH.
 RN0218'MARK IS LOCATED 1.9 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 RN0218'35 AND FAI 535 IN DULUTH, NEAR THE DULUTH ORE DOCKS AT ABOUT 36TH
 RN0218'AVENUE WEST, IN THE SOUTHEAST CORNER OF BRIDGE NO. 69811 A PEDESTRIAN
 RN0218'CROSSING OVER FAI 35 AT MILE MARKER 254.2.  SE 1/4 SECTION 5, T 49N, R
 RN0218'14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0219 ***********************************************************************
 RN0219  DESIGNATION -  6982 R
 RN0219  PID         -  RN0219
 RN0219  STATE/COUNTY-  MN/ST LOUIS
 RN0219  USGS QUAD   -  DULUTH HEIGHTS (1993)
 RN0219
 RN0219                         *CURRENT SURVEY CONTROL
 RN0219  ___________________________________________________________________
 RN0219* NAD 83(1986)-  46 45 13.     (N)    092 08 13.     (W)     SCALED    
 RN0219* NAVD 88     -       198.023  (meters)     649.68   (feet)  ADJUSTED  
 RN0219  ___________________________________________________________________
 RN0219  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN0219  DYNAMIC HT  -         198.049 (meters)     649.77  (feet)  COMP
 RN0219  MODELED GRAV-     980,743.7   (mgal)                       NAVD 88
 RN0219
 RN0219  VERT ORDER  -  SECOND    CLASS 0
 RN0219
 RN0219.The horizontal coordinates were scaled from a topographic map and have
 RN0219.an estimated accuracy of +/- 6 seconds.
 RN0219
 RN0219.The orthometric height was determined by differential leveling
 RN0219.and adjusted by the National Geodetic Survey in June 1991..
 RN0219
 RN0219.The geoid height was determined by GEOID03.
 RN0219
 RN0219.The dynamic height is computed by dividing the NAVD 88
 RN0219.geopotential number by the normal gravity value computed on the
 RN0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0219.degrees latitude (g = 980.6199 gals.).
 RN0219
 RN0219.The modeled gravity was interpolated from observed gravity values.
 RN0219
 RN0219;                    North         East    Units  Estimated Accuracy
 RN0219;SPC MN N     -   128,650.      873,590.      MT  (+/- 180 meters Scaled)
 RN0219
 RN0219                          SUPERSEDED SURVEY CONTROL
 RN0219
 RN0219  NGVD 29 (??/??/92)  197.995  (m)          649.59   (f) ADJ UNCH    2 0
 RN0219
 RN0219.Superseded values are not recommended for survey control.
 RN0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0219.See file dsdata.txt to determine how the superseded data were derived.
 RN0219
 RN0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM659781(NAD 83)
 RN0219_MARKER: DD = SURVEY DISK
 RN0219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0219_SP_SET: BRIDGE
 RN0219_STAMPING: 6982-R 1971
 RN0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0219
 RN0219  HISTORY     - Date     Condition        Report By
 RN0219  HISTORY     - 1971     MONUMENTED       MNDT
 RN0219
 RN0219                          STATION DESCRIPTION
 RN0219
 RN0219'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0219'IN DULUTH.
 RN0219'MARK IS LOCATED 0.9 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 RN0219'35 AND FAI 535 IN DULUTH AT THE DULUTH ORE DOCKS, IN THE SOUTHEAST
 RN0219'(MOST SOUTHERLY) CORNER OF BRIDGE NO. 69832, NORTHBOUND FAI 35 (MILE
 RN0219'MARKER 254.4) OVER THE BURLINGTON NORTHERN INC. RAILROAD.  SE 1/4
 RN0219'SECTION 5, T49N, R14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0220 ***********************************************************************
 RN0220  DESIGNATION -  6982 S
 RN0220  PID         -  RN0220
 RN0220  STATE/COUNTY-  MN/ST LOUIS
 RN0220  USGS QUAD   -  DULUTH HEIGHTS (1993)
 RN0220
 RN0220                         *CURRENT SURVEY CONTROL
 RN0220  ___________________________________________________________________
 RN0220* NAD 83(1986)-  46 45 33.     (N)    092 07 44.     (W)     SCALED    
 RN0220* NAVD 88     -       195.845  (meters)     642.53   (feet)  ADJUSTED  
 RN0220  ___________________________________________________________________
 RN0220  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN0220  DYNAMIC HT  -         195.871 (meters)     642.62  (feet)  COMP
 RN0220  MODELED GRAV-     980,745.3   (mgal)                       NAVD 88
 RN0220
 RN0220  VERT ORDER  -  SECOND    CLASS 0
 RN0220
 RN0220.The horizontal coordinates were scaled from a topographic map and have
 RN0220.an estimated accuracy of +/- 6 seconds.
 RN0220
 RN0220.The orthometric height was determined by differential leveling
 RN0220.and adjusted by the National Geodetic Survey in June 1991..
 RN0220
 RN0220.The geoid height was determined by GEOID03.
 RN0220
 RN0220.The dynamic height is computed by dividing the NAVD 88
 RN0220.geopotential number by the normal gravity value computed on the
 RN0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0220.degrees latitude (g = 980.6199 gals.).
 RN0220
 RN0220.The modeled gravity was interpolated from observed gravity values.
 RN0220
 RN0220;                    North         East    Units  Estimated Accuracy
 RN0220;SPC MN N     -   129,280.      874,190.      MT  (+/- 180 meters Scaled)
 RN0220
 RN0220                          SUPERSEDED SURVEY CONTROL
 RN0220
 RN0220  NGVD 29 (??/??/92)  195.820  (m)          642.45   (f) ADJ UNCH    2 0
 RN0220
 RN0220.Superseded values are not recommended for survey control.
 RN0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0220.See file dsdata.txt to determine how the superseded data were derived.
 RN0220
 RN0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM665787(NAD 83)
 RN0220_MARKER: DD = SURVEY DISK
 RN0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0220_SP_SET: BRIDGE
 RN0220_STAMPING: 6982-S 1971
 RN0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0220
 RN0220  HISTORY     - Date     Condition        Report By
 RN0220  HISTORY     - 1971     MONUMENTED       MNDT
 RN0220
 RN0220                          STATION DESCRIPTION
 RN0220
 RN0220'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0220'IN DULUTH.
 RN0220'MARK IS LOCATED 0.4 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 RN0220'35 AND FAI 535 IN DULUTH, IN THE SOUTHEAST (MOST SOUTHERLY) CORNER OF
 RN0220'BRIDGE NO. 69834, 27TH AVENUE WEST OVER FAI 35.  NW 1/4 SECTION 4,
 RN0220'T49N, R14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0221 ***********************************************************************
 RN0221  DESIGNATION -  6982 T
 RN0221  PID         -  RN0221
 RN0221  STATE/COUNTY-  MN/ST LOUIS
 RN0221  USGS QUAD   -  DULUTH HEIGHTS (1993)
 RN0221
 RN0221                         *CURRENT SURVEY CONTROL
 RN0221  ___________________________________________________________________
 RN0221* NAD 83(1986)-  46 45 41.     (N)    092 07 34.     (W)     SCALED    
 RN0221* NAVD 88     -       196.794  (meters)     645.65   (feet)  ADJUSTED  
 RN0221  ___________________________________________________________________
 RN0221  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 RN0221  DYNAMIC HT  -         196.821 (meters)     645.74  (feet)  COMP
 RN0221  MODELED GRAV-     980,746.2   (mgal)                       NAVD 88
 RN0221
 RN0221  VERT ORDER  -  SECOND    CLASS 0
 RN0221
 RN0221.The horizontal coordinates were scaled from a topographic map and have
 RN0221.an estimated accuracy of +/- 6 seconds.
 RN0221
 RN0221.The orthometric height was determined by differential leveling
 RN0221.and adjusted by the National Geodetic Survey in June 1991..
 RN0221
 RN0221.The geoid height was determined by GEOID03.
 RN0221
 RN0221.The dynamic height is computed by dividing the NAVD 88
 RN0221.geopotential number by the normal gravity value computed on the
 RN0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0221.degrees latitude (g = 980.6199 gals.).
 RN0221
 RN0221.The modeled gravity was interpolated from observed gravity values.
 RN0221
 RN0221;                    North         East    Units  Estimated Accuracy
 RN0221;SPC MN N     -   129,530.      874,400.      MT  (+/- 180 meters Scaled)
 RN0221
 RN0221                          SUPERSEDED SURVEY CONTROL
 RN0221
 RN0221  NGVD 29 (??/??/92)  196.770  (m)          645.57   (f) ADJ UNCH    2 0
 RN0221
 RN0221.Superseded values are not recommended for survey control.
 RN0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0221.See file dsdata.txt to determine how the superseded data were derived.
 RN0221
 RN0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM667790(NAD 83)
 RN0221_MARKER: DD = SURVEY DISK
 RN0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0221_SP_SET: BRIDGE
 RN0221_STAMPING: 6982-T 1971
 RN0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0221
 RN0221  HISTORY     - Date     Condition        Report By
 RN0221  HISTORY     - 1971     MONUMENTED       MNDT
 RN0221
 RN0221                          STATION DESCRIPTION
 RN0221
 RN0221'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0221'IN DULUTH.
 RN0221'MARK IS LOCATED 0.1 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 RN0221'535 AND FAI 35 IN DULUTH, ABOUT AT THE EXTENDED CENTERLINE OF 24TH
 RN0221'AVENUE WEST, IN THE SOUTHWEST (MOST SOUTHERLY) CORNER OF BRIDGE NO.
 RN0221'69835 FAI 35 (MILE MARKER 255.1) OVER THE BURLINGTON NORTHERN, INC.
 RN0221'RAILROAD.  SE 1/4 SECTION 33, T50N, R14W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0222 ***********************************************************************
 RN0222  DESIGNATION -  6982 U
 RN0222  PID         -  RN0222
 RN0222  STATE/COUNTY-  MN/ST LOUIS
 RN0222  USGS QUAD   -  DULUTH (1993)
 RN0222
 RN0222                         *CURRENT SURVEY CONTROL
 RN0222  ___________________________________________________________________
 RN0222* NAD 83(1986)-  46 45 52.     (N)    092 07 26.     (W)     SCALED    
 RN0222* NAVD 88     -       195.327  (meters)     640.84   (feet)  ADJUSTED  
 RN0222  ___________________________________________________________________
 RN0222  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 RN0222  DYNAMIC HT  -         195.354 (meters)     640.92  (feet)  COMP
 RN0222  MODELED GRAV-     980,747.1   (mgal)                       NAVD 88
 RN0222
 RN0222  VERT ORDER  -  FIRST     CLASS II
 RN0222
 RN0222.The horizontal coordinates were scaled from a topographic map and have
 RN0222.an estimated accuracy of +/- 6 seconds.
 RN0222
 RN0222.The orthometric height was determined by differential leveling
 RN0222.and adjusted by the National Geodetic Survey in June 1991..
 RN0222.WARNING-Repeat measurements at this control monument indicate possible
 RN0222.vertical movement.
 RN0222
 RN0222.The geoid height was determined by GEOID03.
 RN0222
 RN0222.The dynamic height is computed by dividing the NAVD 88
 RN0222.geopotential number by the normal gravity value computed on the
 RN0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0222.degrees latitude (g = 980.6199 gals.).
 RN0222
 RN0222.The modeled gravity was interpolated from observed gravity values.
 RN0222
 RN0222;                    North         East    Units  Estimated Accuracy
 RN0222;SPC MN N     -   129,870.      874,570.      MT  (+/- 180 meters Scaled)
 RN0222
 RN0222                          SUPERSEDED SURVEY CONTROL
 RN0222
 RN0222  NGVD 29 (??/??/92)  195.310  (m)          640.78   (f) ADJ UNCH    1 2
 RN0222
 RN0222.Superseded values are not recommended for survey control.
 RN0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0222.See file dsdata.txt to determine how the superseded data were derived.
 RN0222
 RN0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM668793(NAD 83)
 RN0222_MARKER: DD = SURVEY DISK
 RN0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0222_SP_SET: BRIDGE
 RN0222_STAMPING: 6982-U 1971
 RN0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0222
 RN0222  HISTORY     - Date     Condition        Report By
 RN0222  HISTORY     - 1971     MONUMENTED       MNDT
 RN0222  HISTORY     - 1979     GOOD             NGS
 RN0222
 RN0222                          STATION DESCRIPTION
 RN0222
 RN0222'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0222'IN DULUTH.
 RN0222'MARK IS LOCATED AT THE JUNCTION OF FAI 535 AND FAI 35 IN DULUTH, IN
 RN0222'THE SOUTHEAST CORNER OF BRIDGE NO. 69801, NORTHBOUND FAI 35 EXIT TO
 RN0222'NORTHBOUND TH 53.  SE 1/4 SECTION 33, T 50N, R 14W.
 RN0222
 RN0222                          STATION RECOVERY (1979)
 RN0222
 RN0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0223 ***********************************************************************
 RN0223  DESIGNATION -  6982 U 1
 RN0223  PID         -  RN0223
 RN0223  STATE/COUNTY-  MN/ST LOUIS
 RN0223  USGS QUAD   -  DULUTH (1993)
 RN0223
 RN0223                         *CURRENT SURVEY CONTROL
 RN0223  ___________________________________________________________________
 RN0223* NAD 83(1986)-  46 45 53.     (N)    092 07 24.     (W)     SCALED    
 RN0223* NAVD 88     -       192.732  (meters)     632.32   (feet)  ADJUSTED  
 RN0223  ___________________________________________________________________
 RN0223  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 RN0223  DYNAMIC HT  -         192.758 (meters)     632.41  (feet)  COMP
 RN0223  MODELED GRAV-     980,747.3   (mgal)                       NAVD 88
 RN0223
 RN0223  VERT ORDER  -  SECOND    CLASS 0
 RN0223
 RN0223.The horizontal coordinates were scaled from a topographic map and have
 RN0223.an estimated accuracy of +/- 6 seconds.
 RN0223
 RN0223.The orthometric height was determined by differential leveling
 RN0223.and adjusted by the National Geodetic Survey in June 1991..
 RN0223
 RN0223.The geoid height was determined by GEOID03.
 RN0223
 RN0223.The dynamic height is computed by dividing the NAVD 88
 RN0223.geopotential number by the normal gravity value computed on the
 RN0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0223.degrees latitude (g = 980.6199 gals.).
 RN0223
 RN0223.The modeled gravity was interpolated from observed gravity values.
 RN0223
 RN0223;                    North         East    Units  Estimated Accuracy
 RN0223;SPC MN N     -   129,900.      874,610.      MT  (+/- 180 meters Scaled)
 RN0223
 RN0223                          SUPERSEDED SURVEY CONTROL
 RN0223
 RN0223  NGVD 29 (??/??/92)  192.709  (m)          632.25   (f) ADJ UNCH    2 0
 RN0223
 RN0223.Superseded values are not recommended for survey control.
 RN0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0223.See file dsdata.txt to determine how the superseded data were derived.
 RN0223
 RN0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM669793(NAD 83)
 RN0223_MARKER: DD = SURVEY DISK
 RN0223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0223_SP_SET: BRIDGE
 RN0223_STAMPING: 6982-U 1 1971
 RN0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0223
 RN0223  HISTORY     - Date     Condition        Report By
 RN0223  HISTORY     - 1971     MONUMENTED       MNDT
 RN0223  HISTORY     - 1979     MARK NOT FOUND   NGS
 RN0223
 RN0223                          STATION DESCRIPTION
 RN0223
 RN0223'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0223'IN DULUTH.
 RN0223'MARK IS LOCATED AT THE JUNCTION OF FAI 35 AND FAI 535, IN DULUTH, IN
 RN0223'THE SOUTHEAST CORNER OF BRIDGE NO. 69801, NORTHBOUND FAI 35 CONNECTION
 RN0223'TO SOUTHBOUND FAI 535 (TO SUPERIOR, WISC.).  SE 1/4 SECTION 33, T50N,
 RN0223'R14W.
 RN0223
 RN0223                          STATION RECOVERY (1979)
 RN0223
 RN0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0225 ***********************************************************************
 RN0225  DESIGNATION -  6982 U 2
 RN0225  PID         -  RN0225
 RN0225  STATE/COUNTY-  MN/ST LOUIS
 RN0225  USGS QUAD   -  DULUTH (1993)
 RN0225
 RN0225                         *CURRENT SURVEY CONTROL
 RN0225  ___________________________________________________________________
 RN0225* NAD 83(1986)-  46 45 57.     (N)    092 07 13.     (W)     SCALED    
 RN0225* NAVD 88     -       190.985  (meters)     626.59   (feet)  ADJUSTED  
 RN0225  ___________________________________________________________________
 RN0225  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 RN0225  DYNAMIC HT  -         191.011 (meters)     626.68  (feet)  COMP
 RN0225  MODELED GRAV-     980,748.7   (mgal)                       NAVD 88
 RN0225
 RN0225  VERT ORDER  -  FIRST     CLASS II
 RN0225
 RN0225.The horizontal coordinates were scaled from a topographic map and have
 RN0225.an estimated accuracy of +/- 6 seconds.
 RN0225
 RN0225.The orthometric height was determined by differential leveling
 RN0225.and adjusted by the National Geodetic Survey in June 1991..
 RN0225
 RN0225.The geoid height was determined by GEOID03.
 RN0225
 RN0225.The dynamic height is computed by dividing the NAVD 88
 RN0225.geopotential number by the normal gravity value computed on the
 RN0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0225.degrees latitude (g = 980.6199 gals.).
 RN0225
 RN0225.The modeled gravity was interpolated from observed gravity values.
 RN0225
 RN0225;                    North         East    Units  Estimated Accuracy
 RN0225;SPC MN N     -   130,030.      874,840.      MT  (+/- 180 meters Scaled)
 RN0225
 RN0225                          SUPERSEDED SURVEY CONTROL
 RN0225
 RN0225  NGVD 29 (??/??/92)  190.963  (m)          626.52   (f) ADJ UNCH    1 2
 RN0225
 RN0225.Superseded values are not recommended for survey control.
 RN0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0225.See file dsdata.txt to determine how the superseded data were derived.
 RN0225
 RN0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM671795(NAD 83)
 RN0225_MARKER: DV = VERTICAL CONTROL DISK
 RN0225_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0225_SP_SET: BRIDGE ABUTMENT
 RN0225_STAMPING: 6982 U 2 1971
 RN0225_MARK LOGO: MNDT  
 RN0225_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0225+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 RN0225
 RN0225  HISTORY     - Date     Condition        Report By
 RN0225  HISTORY     - 1971     MONUMENTED       MNDT
 RN0225  HISTORY     - 1979     GOOD             NGS
 RN0225  HISTORY     - 19911008 GOOD             MNDT
 RN0225
 RN0225                          STATION DESCRIPTION
 RN0225
 RN0225'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0225'IN DULUTH.
 RN0225'MARK IS LOCATED AT THE JUNCTION OF FAI 535 AND FAI 35 IN DULUTH, IN
 RN0225'THE SOUTHEAST CORNER OF BRIDGE NO. 69801, NORTHBOUND FAI 535
 RN0225'CONNECTION TO SOUTHBOUND FAI 35 AND NORTHBOUND TH 53.  SE 1/4 SECTION
 RN0225'33, T 50N, R14W.
 RN0225
 RN0225                          STATION RECOVERY (1979)
 RN0225
 RN0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0225'RECOVERED IN GOOD CONDITION.
 RN0225
 RN0225                          STATION RECOVERY (1991)
 RN0225
 RN0225'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 RN0225'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0224 ***********************************************************************
 RN0224  DESIGNATION -  6982 V
 RN0224  PID         -  RN0224
 RN0224  STATE/COUNTY-  MN/ST LOUIS
 RN0224  USGS QUAD   -  DULUTH (1993)
 RN0224
 RN0224                         *CURRENT SURVEY CONTROL
 RN0224  ___________________________________________________________________
 RN0224* NAD 83(1986)-  46 45 56.     (N)    092 07 25.     (W)     SCALED    
 RN0224* NAVD 88     -       189.823  (meters)     622.78   (feet)  ADJUSTED  
 RN0224  ___________________________________________________________________
 RN0224  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 RN0224  DYNAMIC HT  -         189.849 (meters)     622.86  (feet)  COMP
 RN0224  MODELED GRAV-     980,747.1   (mgal)                       NAVD 88
 RN0224
 RN0224  VERT ORDER  -  SECOND    CLASS 0
 RN0224
 RN0224.The horizontal coordinates were scaled from a topographic map and have
 RN0224.an estimated accuracy of +/- 6 seconds.
 RN0224
 RN0224.The orthometric height was determined by differential leveling
 RN0224.and adjusted by the National Geodetic Survey in June 1991..
 RN0224
 RN0224.The geoid height was determined by GEOID03.
 RN0224
 RN0224.The dynamic height is computed by dividing the NAVD 88
 RN0224.geopotential number by the normal gravity value computed on the
 RN0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0224.degrees latitude (g = 980.6199 gals.).
 RN0224
 RN0224.The modeled gravity was interpolated from observed gravity values.
 RN0224
 RN0224;                    North         East    Units  Estimated Accuracy
 RN0224;SPC MN N     -   130,000.      874,590.      MT  (+/- 180 meters Scaled)
 RN0224
 RN0224                          SUPERSEDED SURVEY CONTROL
 RN0224
 RN0224  NGVD 29 (??/??/92)  189.800  (m)          622.70   (f) ADJ UNCH    2 0
 RN0224
 RN0224.Superseded values are not recommended for survey control.
 RN0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0224.See file dsdata.txt to determine how the superseded data were derived.
 RN0224
 RN0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM669794(NAD 83)
 RN0224_MARKER: DD = SURVEY DISK
 RN0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0224_SP_SET: BRIDGE
 RN0224_STAMPING: 6982-V 1971
 RN0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0224
 RN0224  HISTORY     - Date     Condition        Report By
 RN0224  HISTORY     - 1971     MONUMENTED       MNDT
 RN0224  HISTORY     - 1979     MARK NOT FOUND   NGS
 RN0224
 RN0224                          STATION DESCRIPTION
 RN0224
 RN0224'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0224'IN DULUTH.
 RN0224'MARK IS LOCATED IN DULUTH AT THE JUNCTION OF FAI 535 AND FAI 35 IN
 RN0224'DULUTH, IN THE SOUTHWEST CORNER (RAILING BASE) OF BRIDGE NO. 69881,
 RN0224'SOUTHBOUND FAI 35.  SE 1/4 SECTION 33, T 50N, R 14W.
 RN0224
 RN0224                          STATION RECOVERY (1979)
 RN0224
 RN0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0233 ***********************************************************************
 RN0233  DESIGNATION -  6982 V 1
 RN0233  PID         -  RN0233
 RN0233  STATE/COUNTY-  MN/ST LOUIS
 RN0233  USGS QUAD   -  DULUTH (1993)
 RN0233
 RN0233                         *CURRENT SURVEY CONTROL
 RN0233  ___________________________________________________________________
 RN0233* NAD 83(1986)-  46 46 12.     (N)    092 07 02.     (W)     SCALED    
 RN0233* NAVD 88     -       188.214  (meters)     617.50   (feet)  ADJUSTED  
 RN0233  ___________________________________________________________________
 RN0233  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 RN0233  DYNAMIC HT  -         188.240 (meters)     617.58  (feet)  COMP
 RN0233  MODELED GRAV-     980,748.3   (mgal)                       NAVD 88
 RN0233
 RN0233  VERT ORDER  -  FIRST     CLASS II
 RN0233
 RN0233.The horizontal coordinates were scaled from a topographic map and have
 RN0233.an estimated accuracy of +/- 6 seconds.
 RN0233
 RN0233.The orthometric height was determined by differential leveling
 RN0233.and adjusted by the National Geodetic Survey in June 1991..
 RN0233
 RN0233.The geoid height was determined by GEOID03.
 RN0233
 RN0233.The dynamic height is computed by dividing the NAVD 88
 RN0233.geopotential number by the normal gravity value computed on the
 RN0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0233.degrees latitude (g = 980.6199 gals.).
 RN0233
 RN0233.The modeled gravity was interpolated from observed gravity values.
 RN0233
 RN0233;                    North         East    Units  Estimated Accuracy
 RN0233;SPC MN N     -   130,500.      875,070.      MT  (+/- 180 meters Scaled)
 RN0233
 RN0233                          SUPERSEDED SURVEY CONTROL
 RN0233
 RN0233  NGVD 29 (??/??/92)  188.195  (m)          617.44   (f) ADJ UNCH    1 2
 RN0233
 RN0233.Superseded values are not recommended for survey control.
 RN0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0233.See file dsdata.txt to determine how the superseded data were derived.
 RN0233
 RN0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM674799(NAD 83)
 RN0233_MARKER: DV = VERTICAL CONTROL DISK
 RN0233_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0233_SP_SET: BRIDGE ABUTMENT
 RN0233_STAMPING: 6982 V 1 1971
 RN0233_MARK LOGO: MNDT  
 RN0233_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0233+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 RN0233
 RN0233  HISTORY     - Date     Condition        Report By
 RN0233  HISTORY     - 1971     MONUMENTED       MNDT
 RN0233  HISTORY     - 1979     GOOD             NGS
 RN0233  HISTORY     - 19911008 GOOD             MNDT
 RN0233
 RN0233                          STATION DESCRIPTION
 RN0233
 RN0233'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0233'IN DULUTH.
 RN0233'MARK IS LOCATED ABOUT 0.15 MILES NORTHEAST ALONG FAI 35 FROM THE
 RN0233'JUNCTION OF FAI 35 AND FAI 535, 50 FEET SOUTH OF THE TH 53 (GARFIELD
 RN0233'AVENUE) OVERHEAD BRIDGE, IN THE NORTHWEST CORNER OF BRIDGE NO. 69881,
 RN0233'SOUTHBOUND FAI 35.  SE 1/4 SECTION 33, T50N, R14W.
 RN0233
 RN0233                          STATION RECOVERY (1979)
 RN0233
 RN0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0233'RECOVERED IN GOOD CONDITION.
 RN0233
 RN0233                          STATION RECOVERY (1991)
 RN0233
 RN0233'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 RN0233'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0230 ***********************************************************************
 RN0230  DESIGNATION -  6982 W
 RN0230  PID         -  RN0230
 RN0230  STATE/COUNTY-  MN/ST LOUIS
 RN0230  USGS QUAD   -  DULUTH (1993)
 RN0230
 RN0230                         *CURRENT SURVEY CONTROL
 RN0230  ___________________________________________________________________
 RN0230* NAD 83(1986)-  46 45 55.     (N)    092 07 10.     (W)     SCALED    
 RN0230* NAVD 88     -       189.572  (meters)     621.95   (feet)  ADJUSTED  
 RN0230  ___________________________________________________________________
 RN0230  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 RN0230  DYNAMIC HT  -         189.599 (meters)     622.04  (feet)  COMP
 RN0230  MODELED GRAV-     980,748.8   (mgal)                       NAVD 88
 RN0230
 RN0230  VERT ORDER  -  FIRST     CLASS II
 RN0230
 RN0230.The horizontal coordinates were scaled from a topographic map and have
 RN0230.an estimated accuracy of +/- 6 seconds.
 RN0230
 RN0230.The orthometric height was determined by differential leveling
 RN0230.and adjusted by the National Geodetic Survey in June 1991..
 RN0230
 RN0230.The geoid height was determined by GEOID03.
 RN0230
 RN0230.The dynamic height is computed by dividing the NAVD 88
 RN0230.geopotential number by the normal gravity value computed on the
 RN0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0230.degrees latitude (g = 980.6199 gals.).
 RN0230
 RN0230.The modeled gravity was interpolated from observed gravity values.
 RN0230
 RN0230;                    North         East    Units  Estimated Accuracy
 RN0230;SPC MN N     -   129,970.      874,910.      MT  (+/- 180 meters Scaled)
 RN0230
 RN0230                          SUPERSEDED SURVEY CONTROL
 RN0230
 RN0230  NGVD 29 (??/??/92)  189.556  (m)          621.90   (f) ADJ UNCH    1 2
 RN0230
 RN0230.Superseded values are not recommended for survey control.
 RN0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0230.See file dsdata.txt to determine how the superseded data were derived.
 RN0230
 RN0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM672794(NAD 83)
 RN0230_MARKER: DV = VERTICAL CONTROL DISK
 RN0230_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0230_SP_SET: BRIDGE ABUTMENT
 RN0230_STAMPING: 6982 W 1971
 RN0230_MARK LOGO: MNDT  
 RN0230_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0230+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 RN0230
 RN0230  HISTORY     - Date     Condition        Report By
 RN0230  HISTORY     - 1971     MONUMENTED       MNDT
 RN0230  HISTORY     - 1971     GOOD             MNDT
 RN0230  HISTORY     - 1979     GOOD             NGS
 RN0230  HISTORY     - 19911008 GOOD             MNDT
 RN0230
 RN0230                          STATION DESCRIPTION
 RN0230
 RN0230'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0230'IN DULUTH.
 RN0230'MARK IS LOCATED AT THE JUNCTION OF FAI 35 AND FAI 535, IN DULUTH, IN
 RN0230'THE SOUTHEAST CORNER OF BRIDGE NO. 69824, SOUTHBOUND FAI 35 CONNECTION
 RN0230'TO SOUTHBOUND FAI 535.  SW 1/4 SECTION 33, T50N, R14W.
 RN0230
 RN0230                          STATION RECOVERY (1979)
 RN0230
 RN0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0230'RECOVERED IN GOOD CONDITION.
 RN0230
 RN0230                          STATION RECOVERY (1991)
 RN0230
 RN0230'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 RN0230'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0231 ***********************************************************************
 RN0231  DESIGNATION -  6982 X
 RN0231  PID         -  RN0231
 RN0231  STATE/COUNTY-  MN/ST LOUIS
 RN0231  USGS QUAD   -  DULUTH (1993)
 RN0231
 RN0231                         *CURRENT SURVEY CONTROL
 RN0231  ___________________________________________________________________
 RN0231* NAD 83(1986)-  46 45 57.     (N)    092 07 09.     (W)     SCALED    
 RN0231* NAVD 88     -       190.850  (meters)     626.15   (feet)  ADJUSTED  
 RN0231  ___________________________________________________________________
 RN0231  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 RN0231  DYNAMIC HT  -         190.876 (meters)     626.23  (feet)  COMP
 RN0231  MODELED GRAV-     980,748.9   (mgal)                       NAVD 88
 RN0231
 RN0231  VERT ORDER  -  FIRST     CLASS II
 RN0231
 RN0231.The horizontal coordinates were scaled from a topographic map and have
 RN0231.an estimated accuracy of +/- 6 seconds.
 RN0231
 RN0231.The orthometric height was determined by differential leveling
 RN0231.and adjusted by the National Geodetic Survey in June 1991..
 RN0231
 RN0231.The geoid height was determined by GEOID03.
 RN0231
 RN0231.The dynamic height is computed by dividing the NAVD 88
 RN0231.geopotential number by the normal gravity value computed on the
 RN0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0231.degrees latitude (g = 980.6199 gals.).
 RN0231
 RN0231.The modeled gravity was interpolated from observed gravity values.
 RN0231
 RN0231;                    North         East    Units  Estimated Accuracy
 RN0231;SPC MN N     -   130,030.      874,930.      MT  (+/- 180 meters Scaled)
 RN0231
 RN0231                          SUPERSEDED SURVEY CONTROL
 RN0231
 RN0231  NGVD 29 (??/??/92)  190.828  (m)          626.07   (f) ADJ UNCH    1 2
 RN0231
 RN0231.Superseded values are not recommended for survey control.
 RN0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0231.See file dsdata.txt to determine how the superseded data were derived.
 RN0231
 RN0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM672795(NAD 83)
 RN0231_MARKER: DV = VERTICAL CONTROL DISK
 RN0231_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0231_SP_SET: BRIDGE ABUTMENT
 RN0231_STAMPING: 6982 X 1971
 RN0231_MARK LOGO: MNDT  
 RN0231_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0231+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1991
 RN0231
 RN0231  HISTORY     - Date     Condition        Report By
 RN0231  HISTORY     - 1971     MONUMENTED       MNDT
 RN0231  HISTORY     - 1979     GOOD             NGS
 RN0231  HISTORY     - 19911008 GOOD             MNDT
 RN0231
 RN0231                          STATION DESCRIPTION
 RN0231
 RN0231'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0231'IN DULUTH.
 RN0231'MARK IS LOCATED AT THE JUNCTION OF FAI 35 AND FAI 535 IN DULUTH, IN
 RN0231'THE SOUTHWEST CORNER OF BRIDGE NO. 69825, NORTHBOUND FAI 535
 RN0231'CONNECTION TO NORTHBOUND FAI 35.  SE 1/4 SECTION 33, T50N, R14W.
 RN0231
 RN0231                          STATION RECOVERY (1979)
 RN0231
 RN0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0231'RECOVERED IN GOOD CONDITION.
 RN0231
 RN0231                          STATION RECOVERY (1991)
 RN0231
 RN0231'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 RN0231'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN0234 ***********************************************************************
 RN0234  DESIGNATION -  6982 Y
 RN0234  PID         -  RN0234
 RN0234  STATE/COUNTY-  MN/ST LOUIS
 RN0234  USGS QUAD   -  DULUTH (1993)
 RN0234
 RN0234                         *CURRENT SURVEY CONTROL
 RN0234  ___________________________________________________________________
 RN0234* NAD 83(1986)-  46 46 15.     (N)    092 06 59.     (W)     SCALED    
 RN0234* NAVD 88     -       187.756  (meters)     616.00   (feet)  ADJUSTED  
 RN0234  ___________________________________________________________________
 RN0234  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 RN0234  DYNAMIC HT  -         187.782 (meters)     616.08  (feet)  COMP
 RN0234  MODELED GRAV-     980,747.6   (mgal)                       NAVD 88
 RN0234
 RN0234  VERT ORDER  -  SECOND    CLASS 0
 RN0234
 RN0234.The horizontal coordinates were scaled from a topographic map and have
 RN0234.an estimated accuracy of +/- 6 seconds.
 RN0234
 RN0234.The orthometric height was determined by differential leveling
 RN0234.and adjusted by the National Geodetic Survey in June 1991..
 RN0234
 RN0234.The geoid height was determined by GEOID03.
 RN0234
 RN0234.The dynamic height is computed by dividing the NAVD 88
 RN0234.geopotential number by the normal gravity value computed on the
 RN0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0234.degrees latitude (g = 980.6199 gals.).
 RN0234
 RN0234.The modeled gravity was interpolated from observed gravity values.
 RN0234
 RN0234;                    North         East    Units  Estimated Accuracy
 RN0234;SPC MN N     -   130,590.      875,130.      MT  (+/- 180 meters Scaled)
 RN0234
 RN0234                          SUPERSEDED SURVEY CONTROL
 RN0234
 RN0234  NGVD 29 (??/??/92)  187.736  (m)          615.93   (f) ADJ UNCH    2 0
 RN0234
 RN0234.Superseded values are not recommended for survey control.
 RN0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0234.See file dsdata.txt to determine how the superseded data were derived.
 RN0234
 RN0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM674800(NAD 83)
 RN0234_MARKER: DD = SURVEY DISK
 RN0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0234_SP_SET: BRIDGE
 RN0234_STAMPING: 6982-Y 1971
 RN0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0234
 RN0234  HISTORY     - Date     Condition        Report By
 RN0234  HISTORY     - 1971     MONUMENTED       MNDT
 RN0234  HISTORY     - 1979     MARK NOT FOUND   NGS
 RN0234
 RN0234                          STATION DESCRIPTION
 RN0234
 RN0234'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0234'IN DULUTH.
 RN0234'MARK IS LOCATED ON FAI 35, AT ABOUT THE EXTENDED CENTERLINE OF 15TH
 RN0234'AVENUE WEST, ABOUT 400 FEET NORTHEAST OF THE TH 53 (GARFIELD AVENUE)
 RN0234'BRIDGE, IN THE SOUTHWEST CORNER OF BRIDGE NO. 69887, (LOW-LEVEL)
 RN0234'SOUTHBOUND FAI 35.  SE 1/4 SECTION 23, T 50N, R 14W.  NOTE-- THIS MARK
 RN0234'IS ABOUT 0.2 MILES NORTHEAST OF THE JUNCTION OF FAI 35 AND FAI 535.
 RN0234
 RN0234                          STATION RECOVERY (1979)
 RN0234
 RN0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5911 ***********************************************************************
 DF5911  DESIGNATION -  7
 DF5911  PID         -  DF5911
 DF5911  STATE/COUNTY-  MN/PINE
 DF5911  USGS QUAD   -  PINE CITY (1983)
 DF5911
 DF5911                         *CURRENT SURVEY CONTROL
 DF5911  ___________________________________________________________________
 DF5911* NAD 83(1996)-  45 49 02.17988(N)    092 53 47.83085(W)     ADJUSTED  
 DF5911* NAVD 88     -       295.4    (meters)     969.     (feet)  GPS OBS   
 DF5911  ___________________________________________________________________
 DF5911  X           -    -225,032.744 (meters)                     COMP
 DF5911  Y           -  -4,447,404.712 (meters)                     COMP
 DF5911  Z           -   4,551,307.882 (meters)                     COMP
 DF5911  LAPLACE CORR-           8.65  (seconds)                    DEFLEC99
 DF5911  ELLIP HEIGHT-         268.02  (meters)          (05/27/03) GPS OBS
 DF5911  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DF5911
 DF5911  HORZ ORDER  -  FIRST
 DF5911  ELLP ORDER  -  THIRD     CLASS I
 DF5911
 DF5911.The horizontal coordinates were established by GPS observations
 DF5911.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5911
 DF5911.The orthometric height was determined by GPS observations and a
 DF5911.high-resolution geoid model.
 DF5911
 DF5911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5911
 DF5911.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5911
 DF5911.The ellipsoidal height was determined by GPS observations
 DF5911.and is referenced to NAD 83.
 DF5911
 DF5911.The geoid height was determined by GEOID03.
 DF5911
 DF5911;                    North         East     Units Scale Factor Converg.
 DF5911;SPC MN C     -   191,735.447   905,172.817   MT  0.99996257   +0 58 44.5
 DF5911;UTM  15      - 5,073,750.701   508,031.287   MT  0.99960079   +0 04 26.9
 DF5911
 DF5911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5911!SPC MN C     -   0.99995798  x   0.99996257  =   0.99992056
 DF5911!UTM  15      -   0.99995798  x   0.99960079  =   0.99955879
 DF5911
 DF5911                          SUPERSEDED SURVEY CONTROL
 DF5911
 DF5911.No superseded survey control is available for this station.
 DF5911
 DF5911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0803173751(NAD 83)
 DF5911_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5911_STAMPING: NO 7
 DF5911_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5911+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5911
 DF5911  HISTORY     - Date     Condition        Report By
 DF5911  HISTORY     - 1999     MONUMENTED       MN-115
 DF5911
 DF5911                          STATION DESCRIPTION
 DF5911
 DF5911'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5911'4 MI (6.4 KM) EAST OF PINE CITY, 4.1 MI (6.6 KM) EAST ALONG CO RD 8
 DF5911'FROM JCT OF CO RD 51, 44 FT (13.4 M) NORTH OF CO RD 8, 3 FT (0.9 M)
 DF5911'SOUTH OF FENCE CORNER, 1.5 FT (0.5 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1999 ***********************************************************************
 PP1999  DESIGNATION -  7 1
 PP1999  PID         -  PP1999
 PP1999  STATE/COUNTY-  MN/HENNEPIN
 PP1999  USGS QUAD   -  EXCELSIOR (1997)
 PP1999
 PP1999                         *CURRENT SURVEY CONTROL
 PP1999  ___________________________________________________________________
 PP1999* NAD 83(1986)-  44 54 02.     (N)    093 33 52.     (W)     SCALED    
 PP1999* NAVD 88     -       292.166  (meters)     958.55   (feet)  ADJUSTED  
 PP1999  ___________________________________________________________________
 PP1999  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 PP1999  DYNAMIC HT  -         292.162 (meters)     958.53  (feet)  COMP
 PP1999  MODELED GRAV-     980,591.6   (mgal)                       NAVD 88
 PP1999
 PP1999  VERT ORDER  -  SECOND    CLASS 0
 PP1999
 PP1999.The horizontal coordinates were scaled from a topographic map and have
 PP1999.an estimated accuracy of +/- 6 seconds.
 PP1999
 PP1999.The orthometric height was determined by differential leveling
 PP1999.and adjusted by the National Geodetic Survey in June 1991..
 PP1999
 PP1999.The geoid height was determined by GEOID03.
 PP1999
 PP1999.The dynamic height is computed by dividing the NAVD 88
 PP1999.geopotential number by the normal gravity value computed on the
 PP1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1999.degrees latitude (g = 980.6199 gals.).
 PP1999
 PP1999.The modeled gravity was interpolated from observed gravity values.
 PP1999
 PP1999;                    North         East    Units  Estimated Accuracy
 PP1999;SPC MN S     -   311,270.      834,400.      MT  (+/- 180 meters Scaled)
 PP1999
 PP1999                          SUPERSEDED SURVEY CONTROL
 PP1999
 PP1999  NGVD 29 (??/??/92)  292.110  (m)          958.36   (f) ADJ UNCH    2 0
 PP1999
 PP1999.Superseded values are not recommended for survey control.
 PP1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1999.See file dsdata.txt to determine how the superseded data were derived.
 PP1999
 PP1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK554720(NAD 83)
 PP1999_MARKER: B = BOLT
 PP1999_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1999_SP_SET: FIRE HYDRANT
 PP1999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1999
 PP1999  HISTORY     - Date     Condition        Report By
 PP1999  HISTORY     - UNK      MONUMENTED       MNDT
 PP1999  HISTORY     - 1968     GOOD             MNDT
 PP1999
 PP1999                          STATION DESCRIPTION
 PP1999
 PP1999'DESCRIBED BY MN DEPT OF TRANSP 1968
 PP1999'IN EXCELSIOR.
 PP1999'MARK IS A CHISLED X IN TOP OF SOUTH BOLT ON FIRE HYDRANT.  SECTION 34,
 PP1999'T 117N, R 23W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1695 ***********************************************************************
 QP1695  DESIGNATION -  7 1
 QP1695  PID         -  QP1695
 QP1695  STATE/COUNTY-  MN/KANDIYOHI
 QP1695  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1695
 QP1695                         *CURRENT SURVEY CONTROL
 QP1695  ___________________________________________________________________
 QP1695* NAD 83(1986)-  45 08 21.     (N)    095 00 05.     (W)     SCALED    
 QP1695* NAVD 88     -       361.444  (meters)    1185.84   (feet)  ADJUSTED  
 QP1695  ___________________________________________________________________
 QP1695  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP1695  DYNAMIC HT  -         361.417 (meters)    1185.75  (feet)  COMP
 QP1695  MODELED GRAV-     980,529.8   (mgal)                       NAVD 88
 QP1695
 QP1695  VERT ORDER  -  SECOND    CLASS II
 QP1695
 QP1695.The horizontal coordinates were scaled from a topographic map and have
 QP1695.an estimated accuracy of +/- 6 seconds.
 QP1695
 QP1695.The orthometric height was determined by differential leveling
 QP1695.and adjusted by the National Geodetic Survey in June 1991..
 QP1695
 QP1695.The geoid height was determined by GEOID03.
 QP1695
 QP1695.The dynamic height is computed by dividing the NAVD 88
 QP1695.geopotential number by the normal gravity value computed on the
 QP1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1695.degrees latitude (g = 980.6199 gals.).
 QP1695
 QP1695.The modeled gravity was interpolated from observed gravity values.
 QP1695
 QP1695;                    North         East    Units  Estimated Accuracy
 QP1695;SPC MN S     -   338,180.      721,240.      MT  (+/- 180 meters Scaled)
 QP1695
 QP1695                          SUPERSEDED SURVEY CONTROL
 QP1695
 QP1695.No superseded survey control is available for this station.
 QP1695
 QP1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL426003(NAD 83)
 QP1695_MARKER: DB = BENCH MARK DISK
 QP1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1695_SP_SET: CONCRETE POST
 QP1695_STAMPING: 7-1 1981
 QP1695_MARK LOGO: MNDT  
 QP1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1695+STABILITY: SURFACE MOTION
 QP1695
 QP1695  HISTORY     - Date     Condition        Report By
 QP1695  HISTORY     - 1981     MONUMENTED       MNDT
 QP1695
 QP1695                          STATION DESCRIPTION
 QP1695
 QP1695'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1695'IN WILLMAR.
 QP1695'THE MARK IS LOCATED 1 MILE NORTH ALONG COUNTY ROAD 9 FROM ITS
 QP1695'JUNCTION WITH TRUNK HIGHWAY 12 NEAR THE EAST SIDE OF WILLMAR AND IS
 QP1695'NEAR THE NORTHWEST CORNER OF SECTION 7, T119N, R34W.  THE MARK IS
 QP1695'89.4 FEET WEST-SOUTHWEST OF THE WEST END OF A 12 INCH METAL CULVERT
 QP1695'UNDER A DRIVEWAY, 63.4 FEET SOUTH OF BURIED CABLE PEDESTAL NUMBER
 QP1695'1779, 51.6 FEET NORTH-NORTHWEST OF AN 18 INCH BOX ELDER TREE, 49 FEET
 QP1695'EAST OF AND ABOUT 1 FOOT LOWER THAN THE CENTERLINE OF COUNTY ROAD 30,
 QP1695'37 FEET SOUTH OF THE CENTER OF 15TH AVENUE NORTHEAST AND 0.6 FOOT
 QP1695'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 QP1695'MARK DISK STAMPED---7-1 1981---, IS SET IN THE TOP OF A MAGNETIC
 QP1695'CONCRETE POST THAT IS BURIED 2 INCHES BELOW THE SURFACE OF THE
 QP1695'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0372 ***********************************************************************
 QP0372  DESIGNATION -  7 16
 QP0372  PID         -  QP0372
 QP0372  STATE/COUNTY-  MN/WRIGHT
 QP0372  USGS QUAD   -  HOWARD LAKE (1982)
 QP0372
 QP0372                         *CURRENT SURVEY CONTROL
 QP0372  ___________________________________________________________________
 QP0372* NAD 83(1986)-  45 01 18.     (N)    094 04 07.     (W)     SCALED    
 QP0372* NAVD 88     -       304.034  (meters)     997.48   (feet)  ADJUSTED  
 QP0372  ___________________________________________________________________
 QP0372  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 QP0372  DYNAMIC HT  -         304.008 (meters)     997.40  (feet)  COMP
 QP0372  MODELED GRAV-     980,523.6   (mgal)                       NAVD 88
 QP0372
 QP0372  VERT ORDER  -  SECOND    CLASS 0
 QP0372
 QP0372.The horizontal coordinates were scaled from a topographic map and have
 QP0372.an estimated accuracy of +/- 6 seconds.
 QP0372
 QP0372.The orthometric height was determined by differential leveling
 QP0372.and adjusted by the National Geodetic Survey in June 1991..
 QP0372
 QP0372.The geoid height was determined by GEOID03.
 QP0372
 QP0372.The dynamic height is computed by dividing the NAVD 88
 QP0372.geopotential number by the normal gravity value computed on the
 QP0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0372.degrees latitude (g = 980.6199 gals.).
 QP0372
 QP0372.The modeled gravity was interpolated from observed gravity values.
 QP0372
 QP0372;                    North         East    Units  Estimated Accuracy
 QP0372;SPC MN S     -   324,640.      794,590.      MT  (+/- 180 meters Scaled)
 QP0372
 QP0372                          SUPERSEDED SURVEY CONTROL
 QP0372
 QP0372  NGVD 29 (??/??/92)  303.949  (m)          997.21   (f) ADJ UNCH    2 0
 QP0372
 QP0372.Superseded values are not recommended for survey control.
 QP0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0372.See file dsdata.txt to determine how the superseded data were derived.
 QP0372
 QP0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK158859(NAD 83)
 QP0372_MARKER: Z = SEE DESCRIPTION
 QP0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0372_SP_SET: CULVERT
 QP0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0372
 QP0372  HISTORY     - Date     Condition        Report By
 QP0372  HISTORY     - UNK      MONUMENTED       MNDT
 QP0372  HISTORY     - 1968     GOOD             MNDT
 QP0372
 QP0372                          STATION DESCRIPTION
 QP0372
 QP0372'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0372'2.5 MI S FROM HOWARD LAKE.
 QP0372'0.2 MILE EAST OF SW. COR. SEC. 15, T118N, R27W 150 FEET SW. OF VICTOR
 QP0372'TOWN HALL BRASS PLUG IN SE. COR. OF BOX CULV.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1909 ***********************************************************************
 PP1909  DESIGNATION -  7 17
 PP1909  PID         -  PP1909
 PP1909  STATE/COUNTY-  MN/CARVER
 PP1909  USGS QUAD   -  MAYER (1981)
 PP1909
 PP1909                         *CURRENT SURVEY CONTROL
 PP1909  ___________________________________________________________________
 PP1909* NAD 83(1986)-  44 54 20.     (N)    093 53 49.     (W)     SCALED    
 PP1909* NAVD 88     -       289.920  (meters)     951.18   (feet)  ADJUSTED  
 PP1909  ___________________________________________________________________
 PP1909  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 PP1909  DYNAMIC HT  -         289.898 (meters)     951.11  (feet)  COMP
 PP1909  MODELED GRAV-     980,532.8   (mgal)                       NAVD 88
 PP1909
 PP1909  VERT ORDER  -  SECOND    CLASS 0
 PP1909
 PP1909.The horizontal coordinates were scaled from a topographic map and have
 PP1909.an estimated accuracy of +/- 6 seconds.
 PP1909
 PP1909.The orthometric height was determined by differential leveling
 PP1909.and adjusted by the National Geodetic Survey in June 1991..
 PP1909
 PP1909.The geoid height was determined by GEOID03.
 PP1909
 PP1909.The dynamic height is computed by dividing the NAVD 88
 PP1909.geopotential number by the normal gravity value computed on the
 PP1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1909.degrees latitude (g = 980.6199 gals.).
 PP1909
 PP1909.The modeled gravity was interpolated from observed gravity values.
 PP1909
 PP1909;                    North         East    Units  Estimated Accuracy
 PP1909;SPC MN S     -   311,740.      808,140.      MT  (+/- 180 meters Scaled)
 PP1909
 PP1909                          SUPERSEDED SURVEY CONTROL
 PP1909
 PP1909  NGVD 29 (??/??/92)  289.843  (m)          950.93   (f) ADJ UNCH    2 0
 PP1909
 PP1909.Superseded values are not recommended for survey control.
 PP1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1909.See file dsdata.txt to determine how the superseded data were derived.
 PP1909
 PP1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK291728(NAD 83)
 PP1909_MARKER: Z = SEE DESCRIPTION
 PP1909_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP1909_SP_SET: CULVERT
 PP1909_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1909
 PP1909  HISTORY     - Date     Condition        Report By
 PP1909  HISTORY     - 1972     MONUMENTED       MNDT
 PP1909  HISTORY     - 1972     GOOD             MNDT
 PP1909  HISTORY     - 1980     GOOD             MNDT
 PP1909
 PP1909                          STATION DESCRIPTION
 PP1909
 PP1909'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1909'1.5 MI NNW FROM MAYER.
 PP1909'MARK IS LOCATED 1.5 MILES NORTH ALONG COUNTY ROAD 23 FROM THE JUNCTION
 PP1909'OF COUNTY ROADS 23 AND 30 IN MAYER, THENCE, 0.4 MILES WEST ALONG TH 7,
 PP1909'1.4 MILES WEST OF TH 25, 0.5 MILES WEST OF THE CROW RIVER, 35 FEET
 PP1909'SOUTH OF THE CENTERLINE OF TH 7 AT MILE POINT 165.6, IN THE SOUTHEAST
 PP1909'CORNER (HEADWALL) OF A BOX CULVERT UNDER TH 7 AT A SMALL CREEK. NE 1/4
 PP1909'SECTION 36, T 117, R 26.
 PP1909
 PP1909                          STATION RECOVERY (1980)
 PP1909
 PP1909'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1909'LOCATED 1.4 MILES WEST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH
 PP1909'TRUNK HIGHWAY 25 NORTH OF MAYER AND IS NEAR HIGHWAY 7 MILE POINT 165.6
 PP1909'IN THE NE 1/4 OF SECTION 36, T117N, R26W.  THE MARK IS A NON-STAMPED
 PP1909'BRASS PLUG SET IN THE HEADWALL IN THE SOUTHEAST CORNER OF A BOX
 PP1909'CULVERT UNDER HIGHWAY 7 AT A SMALL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1998 ***********************************************************************
 PP1998  DESIGNATION -  7 2
 PP1998  PID         -  PP1998
 PP1998  STATE/COUNTY-  MN/HENNEPIN
 PP1998  USGS QUAD   -  EXCELSIOR (1997)
 PP1998
 PP1998                         *CURRENT SURVEY CONTROL
 PP1998  ___________________________________________________________________
 PP1998* NAD 83(1986)-  44 53 54.     (N)    093 34 06.     (W)     SCALED    
 PP1998* NAVD 88     -       289.580  (meters)     950.06   (feet)  ADJUSTED  
 PP1998  ___________________________________________________________________
 PP1998  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 PP1998  DYNAMIC HT  -         289.575 (meters)     950.05  (feet)  COMP
 PP1998  MODELED GRAV-     980,591.5   (mgal)                       NAVD 88
 PP1998
 PP1998  VERT ORDER  -  SECOND    CLASS 0
 PP1998
 PP1998.The horizontal coordinates were scaled from a topographic map and have
 PP1998.an estimated accuracy of +/- 6 seconds.
 PP1998
 PP1998.The orthometric height was determined by differential leveling
 PP1998.and adjusted by the National Geodetic Survey in June 1991..
 PP1998
 PP1998.The geoid height was determined by GEOID03.
 PP1998
 PP1998.The dynamic height is computed by dividing the NAVD 88
 PP1998.geopotential number by the normal gravity value computed on the
 PP1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1998.degrees latitude (g = 980.6199 gals.).
 PP1998
 PP1998.The modeled gravity was interpolated from observed gravity values.
 PP1998
 PP1998;                    North         East    Units  Estimated Accuracy
 PP1998;SPC MN S     -   311,020.      834,090.      MT  (+/- 180 meters Scaled)
 PP1998
 PP1998                          SUPERSEDED SURVEY CONTROL
 PP1998
 PP1998  NGVD 29 (??/??/92)  289.523  (m)          949.88   (f) ADJ UNCH    2 0
 PP1998
 PP1998.Superseded values are not recommended for survey control.
 PP1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1998.See file dsdata.txt to determine how the superseded data were derived.
 PP1998
 PP1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK551718(NAD 83)
 PP1998_MARKER: X = CHISELED CROSS
 PP1998_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1998_SP_SET: FIRE HYDRANT
 PP1998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1998
 PP1998  HISTORY     - Date     Condition        Report By
 PP1998  HISTORY     - UNK      MONUMENTED       MNDT
 PP1998  HISTORY     - 1968     GOOD             MNDT
 PP1998
 PP1998                          STATION DESCRIPTION
 PP1998
 PP1998'DESCRIBED BY MN DEPT OF TRANSP 1968
 PP1998'IN EXCELSIOR.
 PP1998'IN EXCELSIOR, 0.8 MILES NORTHEAST ALONG T.H. 7, FROM THE JUNCTION OF
 PP1998'T.H. 7 AND T.H. 41, AT THE WEST END OF GALPIN LAKE, 186 FEET NORTH OF
 PP1998'T.H. 7 CENTERLINE, 17 FEET NORTHWEST OF THE NORTH SERVICE ROAD
 PP1998'CENTERLINE (GALPIN ROAD) AT THE WEST RIGHT OF WAY OF COUNTY ROAD 19,
 PP1998'15 FEET EAST OF THE EAST CORNER OF A GARAGE (NO. 1712) ON THE
 PP1998'SOUTHEAST BOLT OF A FIRE HYDRANT.  SE 1/4, SEC 34, T 117N, R 23W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1997 ***********************************************************************
 PP1997  DESIGNATION -  7 3
 PP1997  PID         -  PP1997
 PP1997  STATE/COUNTY-  MN/HENNEPIN
 PP1997  USGS QUAD   -  EXCELSIOR (1997)
 PP1997
 PP1997                         *CURRENT SURVEY CONTROL
 PP1997  ___________________________________________________________________
 PP1997* NAD 83(1986)-  44 53 39.     (N)    093 34 30.     (W)     SCALED    
 PP1997* NAVD 88     -       296.395  (meters)     972.42   (feet)  ADJUSTED  
 PP1997  ___________________________________________________________________
 PP1997  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 PP1997  DYNAMIC HT  -         296.390 (meters)     972.41  (feet)  COMP
 PP1997  MODELED GRAV-     980,591.4   (mgal)                       NAVD 88
 PP1997
 PP1997  VERT ORDER  -  SECOND    CLASS 0
 PP1997
 PP1997.The horizontal coordinates were scaled from a topographic map and have
 PP1997.an estimated accuracy of +/- 6 seconds.
 PP1997
 PP1997.The orthometric height was determined by differential leveling
 PP1997.and adjusted by the National Geodetic Survey in June 1991..
 PP1997
 PP1997.The geoid height was determined by GEOID03.
 PP1997
 PP1997.The dynamic height is computed by dividing the NAVD 88
 PP1997.geopotential number by the normal gravity value computed on the
 PP1997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1997.degrees latitude (g = 980.6199 gals.).
 PP1997
 PP1997.The modeled gravity was interpolated from observed gravity values.
 PP1997
 PP1997;                    North         East    Units  Estimated Accuracy
 PP1997;SPC MN S     -   310,550.      833,570.      MT  (+/- 180 meters Scaled)
 PP1997
 PP1997                          SUPERSEDED SURVEY CONTROL
 PP1997
 PP1997  NGVD 29 (??/??/92)  296.337  (m)          972.23   (f) ADJ UNCH    2 0
 PP1997
 PP1997.Superseded values are not recommended for survey control.
 PP1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1997.See file dsdata.txt to determine how the superseded data were derived.
 PP1997
 PP1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK545713(NAD 83)
 PP1997_MARKER: X = CHISELED CROSS
 PP1997_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1997_SP_SET: STEP
 PP1997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1997
 PP1997  HISTORY     - Date     Condition        Report By
 PP1997  HISTORY     - UNK      MONUMENTED       MNDT
 PP1997  HISTORY     - 1968     GOOD             MNDT
 PP1997  HISTORY     - 1979     GOOD             LOCSUR
 PP1997
 PP1997                          STATION DESCRIPTION
 PP1997
 PP1997'DESCRIBED BY MN DEPT OF TRANSP 1968
 PP1997'IN EXCELSIOR.
 PP1997'IN EXCELSIOR, 0.35 MILES NORTHEAST ALONG T.H. 7 FROM THE JUNCTION OF
 PP1997'T.H. 7 AND T.H. 41, 0.5 MILES SOUTHWEST OF COUNTY ROAD 19, 189 FEET
 PP1997'NORTHWEST OF THE T.H. 7 CENTERLINE, IN THE SOUTHEAST CORNER OF THE
 PP1997'BOTTOM STEP OF THE EASTSIDE ENTRANCE TO THE EVANGELICAL LUTHERAN
 PP1997'CHURCH.  SW 1/4, SEC 34, T 117N, R 23W.
 PP1997
 PP1997                          STATION RECOVERY (1979)
 PP1997
 PP1997'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 PP1997'THE MARK IS 0.3 MILES EAST MEASURED ALONG T.H. 7 FROM THE JUNCTION OF
 PP1997'T.H. 7 AND T.H 41. IT IS 189 FEET NORTH- WEST OF THE CENTERLINE OF
 PP1997'T.H. 7 WESTBOUND AT MILE MARKER 182.25, 5.5 FEET NORTHEAST OF THE
 PP1997'SOUTHEAST CORNER OF "OUR SAVIORS LUTHERAN CHURCH". IT IS A CHISELED
 PP1997''X' IN THE SOUTHEAST CORNER OF A CONCRETE STEP AT THE SOUTHEAST
 PP1997'ENTRANCE TO THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1952 ***********************************************************************
 PP1952  DESIGNATION -  7 4
 PP1952  PID         -  PP1952
 PP1952  STATE/COUNTY-  MN/CARVER
 PP1952  USGS QUAD   -  EXCELSIOR (1997)
 PP1952
 PP1952                         *CURRENT SURVEY CONTROL
 PP1952  ___________________________________________________________________
 PP1952* NAD 83(1986)-  44 53 15.     (N)    093 37 08.     (W)     SCALED    
 PP1952* NAVD 88     -       288.639  (meters)     946.98   (feet)  ADJUSTED  
 PP1952  ___________________________________________________________________
 PP1952  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 PP1952  DYNAMIC HT  -         288.633 (meters)     946.96  (feet)  COMP
 PP1952  MODELED GRAV-     980,586.8   (mgal)                       NAVD 88
 PP1952
 PP1952  VERT ORDER  -  SECOND    CLASS 0
 PP1952
 PP1952.The horizontal coordinates were scaled from a topographic map and have
 PP1952.an estimated accuracy of +/- 6 seconds.
 PP1952
 PP1952.The orthometric height was determined by differential leveling
 PP1952.and adjusted by the National Geodetic Survey in June 1991..
 PP1952
 PP1952.The geoid height was determined by GEOID03.
 PP1952
 PP1952.The dynamic height is computed by dividing the NAVD 88
 PP1952.geopotential number by the normal gravity value computed on the
 PP1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1952.degrees latitude (g = 980.6199 gals.).
 PP1952
 PP1952.The modeled gravity was interpolated from observed gravity values.
 PP1952
 PP1952;                    North         East    Units  Estimated Accuracy
 PP1952;SPC MN S     -   309,800.      830,110.      MT  (+/- 180 meters Scaled)
 PP1952
 PP1952                          SUPERSEDED SURVEY CONTROL
 PP1952
 PP1952  NGVD 29 (??/??/92)  288.579  (m)          946.78   (f) ADJ UNCH    2 0
 PP1952
 PP1952.Superseded values are not recommended for survey control.
 PP1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1952.See file dsdata.txt to determine how the superseded data were derived.
 PP1952
 PP1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK511706(NAD 83)
 PP1952_MARKER: B = BOLT
 PP1952_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP1952_SP_SET: CULVERT
 PP1952_MARK LOGO: MNDT  
 PP1952_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1952
 PP1952  HISTORY     - Date     Condition        Report By
 PP1952  HISTORY     - 1968     MONUMENTED       MNDT
 PP1952  HISTORY     - 1968     GOOD             MNDT
 PP1952  HISTORY     - 1979     GOOD             LOCSUR
 PP1952  HISTORY     - 1979     GOOD             MNDT
 PP1952  HISTORY     - 20000330 GOOD             USPSQD
 PP1952  HISTORY     - 20010331 GOOD             NGS
 PP1952  HISTORY     - 20021017 MARK NOT FOUND   USPSQD
 PP1952
 PP1952                          STATION DESCRIPTION
 PP1952
 PP1952'DESCRIBED BY MN DEPT OF TRANSP 1968
 PP1952'2.9 MI W FROM EXCELSIOR.
 PP1952'S.W. 1/4 OF N.W. 1/4, TOWNSHIP 116 N., RANGE 23 W.  THE BOLT IN THE
 PP1952'S.E. CORNER OF THE HEADWALL OF A BOX CULVERT, WHICH IS .2 MILES W. OF
 PP1952'THE JUNCTION OF T.H. 7 AND COUNTY ROAD 15.  THE BENCH IS AT THE CREEK
 PP1952'FROM LAKE VIRGINIA TO LAKE MINNEWASTA.  THE BENCH IS 27 FEET RIGHT OF
 PP1952'STATION 2004+50.  SECTION NO. 5.
 PP1952
 PP1952                          STATION RECOVERY (1979)
 PP1952
 PP1952'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 PP1952'THE MARK IS 1.8 MILES WEST MEASURED ALONG T.H. 7 FROM THE JUNCTION OF
 PP1952'T.H. 7 AND T.H. 41. IT IS A BOLT IN THE SOUTHEAST CORNER OF THE SOUTH
 PP1952'HEADWALL OF A BOX CULVERT UNDER T.H. 7 AT THE CREEK FROM LAKE
 PP1952'VIRGINIA TO LAKE MINNEWASTA, IT IS AT T.H 7 MILE MARKER 180.0
 PP1952'(STATION 2004+40).
 PP1952
 PP1952                          STATION RECOVERY (1979)
 PP1952
 PP1952'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
 PP1952'THE MARK IS LOCATED IN THE TOWN OF CHANHASSEN, 1.8 MILES WESTERLY
 PP1952'ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 IN
 PP1952'EXCELSIOR, AT THE CREEK FROM LAKE VIRGINIA TO LAKE MINNEWASTA AND IN
 PP1952'THE NW 1/4 OF SECTION 5, T116N, R23W.  THE MARK IS SOUTH OF THE
 PP1952'CENTERLINE OF HIGHWAY 7 AT ENGINEERS STATION 2004+40 AND MILE MARKER
 PP1952'180.  THE MARK IS A BOLT IN THE SOUTHEAST CORNER OF THE SOUTH HEADWALL
 PP1952'OF THE BOX CULVERT.
 PP1952
 PP1952                          STATION RECOVERY (2000)
 PP1952
 PP1952'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1952'RECOVERED IN GOOD CONDITION.
 PP1952
 PP1952                          STATION RECOVERY (2001)
 PP1952
 PP1952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP1952'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP1952
 PP1952                          STATION RECOVERY (2002)
 PP1952
 PP1952'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1952'NEW CONSTRUCTION AT MARKER SITE, NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1912 ***********************************************************************
 PP1912  DESIGNATION -  7 8
 PP1912  PID         -  PP1912
 PP1912  STATE/COUNTY-  MN/CARVER
 PP1912  USGS QUAD   -  MAYER (1981)
 PP1912
 PP1912                         *CURRENT SURVEY CONTROL
 PP1912  ___________________________________________________________________
 PP1912* NAD 83(1986)-  44 54 21.     (N)    093 53 08.     (W)     SCALED    
 PP1912* NAVD 88     -       287.028  (meters)     941.69   (feet)  ADJUSTED  
 PP1912  ___________________________________________________________________
 PP1912  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 PP1912  DYNAMIC HT  -         287.006 (meters)     941.62  (feet)  COMP
 PP1912  MODELED GRAV-     980,533.9   (mgal)                       NAVD 88
 PP1912
 PP1912  VERT ORDER  -  SECOND    CLASS 0
 PP1912
 PP1912.The horizontal coordinates were scaled from a topographic map and have
 PP1912.an estimated accuracy of +/- 6 seconds.
 PP1912
 PP1912.The orthometric height was determined by differential leveling
 PP1912.and adjusted by the National Geodetic Survey in June 1991..
 PP1912
 PP1912.The geoid height was determined by GEOID03.
 PP1912
 PP1912.The dynamic height is computed by dividing the NAVD 88
 PP1912.geopotential number by the normal gravity value computed on the
 PP1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1912.degrees latitude (g = 980.6199 gals.).
 PP1912
 PP1912.The modeled gravity was interpolated from observed gravity values.
 PP1912
 PP1912;                    North         East    Units  Estimated Accuracy
 PP1912;SPC MN S     -   311,770.      809,040.      MT  (+/- 180 meters Scaled)
 PP1912
 PP1912                          SUPERSEDED SURVEY CONTROL
 PP1912
 PP1912  NGVD 29 (??/??/92)  286.951  (m)          941.44   (f) ADJ UNCH    2 0
 PP1912
 PP1912.Superseded values are not recommended for survey control.
 PP1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1912.See file dsdata.txt to determine how the superseded data were derived.
 PP1912
 PP1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK300728(NAD 83)
 PP1912_MARKER: Z = SEE DESCRIPTION
 PP1912_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1912_SP_SET: ABUTMENT
 PP1912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1912
 PP1912  HISTORY     - Date     Condition        Report By
 PP1912  HISTORY     - UNK      MONUMENTED       MNDT
 PP1912  HISTORY     - 1972     GOOD             MNDT
 PP1912
 PP1912                          STATION DESCRIPTION
 PP1912
 PP1912'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1912'1.5 MI N FROM MAYER.
 PP1912'1.5 MILES NORTH ALONG COUNTY ROAD 23 FROM THE JUNCTION OF COUNTY ROADS
 PP1912'23 AND 30 IN MAYER, THENCE, 0.2 MILES EAST ALONG TH 7, IN THE
 PP1912'SOUTHWEST CORNER (ABUTMENT) OF BRIDGE NO. 5915, TH 7 OVER THE SOUTH
 PP1912'FORK OF THE CROW RIVER.  NW 1/4, SEC 31, T 117, R 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0686 ***********************************************************************
 SK0686  DESIGNATION -  7 CER
 SK0686  PID         -  SK0686
 SK0686  STATE/COUNTY-  MN/CLEARWATER
 SK0686  USGS QUAD   -  LEONARD (1969)
 SK0686
 SK0686                         *CURRENT SURVEY CONTROL
 SK0686  ___________________________________________________________________
 SK0686* NAD 83(1986)-  47 40 25.     (N)    095 21 58.     (W)     SCALED    
 SK0686* NAVD 88     -       437.522  (meters)    1435.44   (feet)  ADJUSTED  
 SK0686  ___________________________________________________________________
 SK0686  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 SK0686  DYNAMIC HT  -         437.581 (meters)    1435.63  (feet)  COMP
 SK0686  MODELED GRAV-     980,732.3   (mgal)                       NAVD 88
 SK0686
 SK0686  VERT ORDER  -  SECOND    CLASS 0
 SK0686
 SK0686.The horizontal coordinates were scaled from a topographic map and have
 SK0686.an estimated accuracy of +/- 6 seconds.
 SK0686
 SK0686.The orthometric height was determined by differential leveling
 SK0686.and adjusted by the National Geodetic Survey in June 1991..
 SK0686
 SK0686.The geoid height was determined by GEOID03.
 SK0686
 SK0686.The dynamic height is computed by dividing the NAVD 88
 SK0686.geopotential number by the normal gravity value computed on the
 SK0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0686.degrees latitude (g = 980.6199 gals.).
 SK0686
 SK0686.The modeled gravity was interpolated from observed gravity values.
 SK0686
 SK0686;                    North         East    Units  Estimated Accuracy
 SK0686;SPC MN N     -   232,970.      629,870.      MT  (+/- 180 meters Scaled)
 SK0686
 SK0686                          SUPERSEDED SURVEY CONTROL
 SK0686
 SK0686.No superseded survey control is available for this station.
 SK0686
 SK0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN223827(NAD 83)
 SK0686_MARKER: DB = BENCH MARK DISK
 SK0686_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0686_SP_SET: COPPER-CLAD STEEL ROD
 SK0686_STAMPING: 7 CER 1967
 SK0686_MARK LOGO: USGS  
 SK0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0686
 SK0686  HISTORY     - Date     Condition        Report By
 SK0686  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0686
 SK0686                          STATION DESCRIPTION
 SK0686
 SK0686'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0686'5.3 KM (3.30 MI) ESE FROM CLEARWATER.
 SK0686'LEONARD, CLEARWATER CO., 1.4 MI NORTH, AND 4.2 MI WEST OF, T. 148 AND
 SK0686'149 N., R. 37 W., NEAR CORNER OF SECTIONS 3, 4, 34 AND 35, 46 FT
 SK0686'NORTH, 42 FT EAST OF A T-RD. NORTH AND 0.5 FT HIGHER THAN, 46 FT
 SK0686'NORTH OF A DRIVE SOUTH, 2 FT NORTH OF A POWER POLE, ON TOP OF A
 SK0686'COPPER-CLAD STEEL ROD DRIVEN TO A DEPTH OF 10 FEET, A STANDARD TABLET
 SK0686'STAMPED 7 CER 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0687 ***********************************************************************
 SK0687  DESIGNATION -  7 CER A TBM
 SK0687  PID         -  SK0687
 SK0687  STATE/COUNTY-  MN/CLEARWATER
 SK0687  USGS QUAD   -  LEONARD (1969)
 SK0687
 SK0687                         *CURRENT SURVEY CONTROL
 SK0687  ___________________________________________________________________
 SK0687* NAD 83(1986)-  47 41 02.     (N)    095 22 00.     (W)     SCALED    
 SK0687* NAVD 88     -       419.751  (meters)    1377.13   (feet)  ADJUSTED  
 SK0687  ___________________________________________________________________
 SK0687  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 SK0687  DYNAMIC HT  -         419.808 (meters)    1377.32  (feet)  COMP
 SK0687  MODELED GRAV-     980,735.3   (mgal)                       NAVD 88
 SK0687
 SK0687  VERT ORDER  -  SECOND    CLASS 0
 SK0687
 SK0687.The horizontal coordinates were scaled from a topographic map and have
 SK0687.an estimated accuracy of +/- 6 seconds.
 SK0687
 SK0687.The orthometric height was determined by differential leveling
 SK0687.and adjusted by the National Geodetic Survey in June 1991..
 SK0687
 SK0687.The geoid height was determined by GEOID03.
 SK0687
 SK0687.The dynamic height is computed by dividing the NAVD 88
 SK0687.geopotential number by the normal gravity value computed on the
 SK0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0687.degrees latitude (g = 980.6199 gals.).
 SK0687
 SK0687.The modeled gravity was interpolated from observed gravity values.
 SK0687
 SK0687;                    North         East    Units  Estimated Accuracy
 SK0687;SPC MN N     -   234,110.      629,860.      MT  (+/- 180 meters Scaled)
 SK0687
 SK0687                          SUPERSEDED SURVEY CONTROL
 SK0687
 SK0687.No superseded survey control is available for this station.
 SK0687
 SK0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN223838(NAD 83)
 SK0687_MARKER: Z = SEE DESCRIPTION
 SK0687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0687_SP_SET: IN METAL CULVERT
 SK0687_MARK LOGO: NONE  
 SK0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0687
 SK0687  HISTORY     - Date     Condition        Report By
 SK0687  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0687
 SK0687                          STATION DESCRIPTION
 SK0687
 SK0687'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0687'4.8 KM (3.00 MI) ESE FROM CLEARWATER.
 SK0687'TBM 7 A, 0.7 MI NORTH OF TABLET, 24 FT NORTH, 22 FT WEST OF A T-RD
 SK0687'WEST, AND 2 FT LOWER THAN, ON NORTH END OF A 12 IN. CORRUGATED STEEL
 SK0687'CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SK0685 ***********************************************************************
 SK0685  DESIGNATION -  7 CER RM
 SK0685  PID         -  SK0685
 SK0685  STATE/COUNTY-  MN/CLEARWATER
 SK0685  USGS QUAD   -  LEONARD (1969)
 SK0685
 SK0685                         *CURRENT SURVEY CONTROL
 SK0685  ___________________________________________________________________
 SK0685* NAD 83(1986)-  47 40 24.     (N)    095 21 59.     (W)     SCALED    
 SK0685* NAVD 88     -       436.830  (meters)    1433.17   (feet)  ADJUSTED  
 SK0685  ___________________________________________________________________
 SK0685  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 SK0685  DYNAMIC HT  -         436.888 (meters)    1433.36  (feet)  COMP
 SK0685  MODELED GRAV-     980,732.2   (mgal)                       NAVD 88
 SK0685
 SK0685  VERT ORDER  -  SECOND    CLASS 0
 SK0685
 SK0685.The horizontal coordinates were scaled from a topographic map and have
 SK0685.an estimated accuracy of +/- 6 seconds.
 SK0685
 SK0685.The orthometric height was determined by differential leveling
 SK0685.and adjusted by the National Geodetic Survey in June 1991..
 SK0685
 SK0685.The geoid height was determined by GEOID03.
 SK0685
 SK0685.The dynamic height is computed by dividing the NAVD 88
 SK0685.geopotential number by the normal gravity value computed on the
 SK0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0685.degrees latitude (g = 980.6199 gals.).
 SK0685
 SK0685.The modeled gravity was interpolated from observed gravity values.
 SK0685
 SK0685;                    North         East    Units  Estimated Accuracy
 SK0685;SPC MN N     -   232,940.      629,850.      MT  (+/- 180 meters Scaled)
 SK0685
 SK0685                          SUPERSEDED SURVEY CONTROL
 SK0685
 SK0685.No superseded survey control is available for this station.
 SK0685
 SK0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN223827(NAD 83)
 SK0685_MARKER: Z = SEE DESCRIPTION
 SK0685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0685_SP_SET: IN METAL CULVERT
 SK0685_MARK LOGO: NONE  
 SK0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0685
 SK0685  HISTORY     - Date     Condition        Report By
 SK0685  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0685
 SK0685                          STATION DESCRIPTION
 SK0685
 SK0685'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0685'5.3 KM (3.30 MI) ESE FROM CLEARBROOK.
 SK0685'REFERENCE MARK, 73 FT SW. OF BM, 27 FT SOUTH AND 12 FT WEST OF A
 SK0685'T-DRIVE SOUTH, ON WEST END OF A 16 IN. CORRUGATED STEEL CULVERT, A
 SK0685'PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8680 ***********************************************************************
 DH8680  DESIGNATION -  7 DEK
 DH8680  PID         -  DH8680
 DH8680  STATE/COUNTY-  MN/ITASCA
 DH8680  USGS QUAD   -  PIGEON DAM LAKE (1996)
 DH8680
 DH8680                         *CURRENT SURVEY CONTROL
 DH8680  ___________________________________________________________________
 DH8680* NAD 83(1986)-  47 31 58.     (N)    094 09 37.     (W)     SCALED    
 DH8680* NAVD 88     -       401.684  (meters)    1317.86   (feet)  ADJUSTED  
 DH8680  ___________________________________________________________________
 DH8680  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DH8680  DYNAMIC HT  -         401.735 (meters)    1318.03  (feet)  COMP
 DH8680  MODELED GRAV-     980,728.3   (mgal)                       NAVD 88
 DH8680
 DH8680  VERT ORDER  -  SECOND    CLASS I
 DH8680
 DH8680.The horizontal coordinates were scaled from a topographic map and have
 DH8680.an estimated accuracy of +/- 6 seconds.
 DH8680
 DH8680.The orthometric height was determined by differential leveling
 DH8680.and adjusted by the National Geodetic Survey in September 2006..
 DH8680
 DH8680.Photographs are available for this station.
 DH8680
 DH8680.The geoid height was determined by GEOID03.
 DH8680
 DH8680.The dynamic height is computed by dividing the NAVD 88
 DH8680.geopotential number by the normal gravity value computed on the
 DH8680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8680.degrees latitude (g = 980.6199 gals.).
 DH8680
 DH8680.The modeled gravity was interpolated from observed gravity values.
 DH8680
 DH8680;                    North         East    Units  Estimated Accuracy
 DH8680;SPC MN N     -   215,370.      720,170.      MT  (+/- 180 meters Scaled)
 DH8680
 DH8680                          SUPERSEDED SURVEY CONTROL
 DH8680
 DH8680.No superseded survey control is available for this station.
 DH8680
 DH8680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN126650(NAD 83)
 DH8680_MARKER: DD = SURVEY DISK
 DH8680_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH8680_STAMPING: 7 DEK 1971
 DH8680_MARK LOGO: USGS  
 DH8680_PROJECTION: FLUSH
 DH8680_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH8680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8680+SATELLITE: SATELLITE OBSERVATIONS - 1971
 DH8680
 DH8680  HISTORY     - Date     Condition        Report By
 DH8680  HISTORY     - 1971     MONUMENTED       USGS
 DH8680
 DH8680                          STATION DESCRIPTION
 DH8680
 DH8680'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DH8680'7 MILES SOUTH AND 1.0 MILES WEST OF SQUAW LAKE, 7.5 MILES SOUTHEAST
 DH8680'ALONG TRUNK HIGHWAY 46 FROM JUNCTION TRUNK HIGHWAY 46 AND BRIDGE OVER
 DH8680'SQUAW LAKE AND ROUND LAKE IN SQUAW LAKE, THEN 3.0 MILES SOUTHWEST ON
 DH8680'FOREST ROAD NUMBER 2198, THEN 3.50 MILES NORTHWEST ON FOREST ROAD
 DH8680'NUMBER 2198, 150 FEET SOUTHEAST OF TEE-ROAD SOUTH (NUMBER 3148), 33
 DH8680'FEET NORTHEAST OF FOREST ROAD 2198.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8988 ***********************************************************************
 DH8988  DESIGNATION -  7 DLS
 DH8988  PID         -  DH8988
 DH8988  STATE/COUNTY-  MN/ITASCA
 DH8988  USGS QUAD   -  LITTLE WINNIBIGOSHISH LAKE (1996)
 DH8988
 DH8988                         *CURRENT SURVEY CONTROL
 DH8988  ___________________________________________________________________
 DH8988* NAD 83(1986)-  47 29 53.     (N)    094 02 28.     (W)     SCALED    
 DH8988* NAVD 88     -       404.119  (meters)    1325.85   (feet)  ADJUSTED  
 DH8988  ___________________________________________________________________
 DH8988  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DH8988  DYNAMIC HT  -         404.170 (meters)    1326.01  (feet)  COMP
 DH8988  MODELED GRAV-     980,725.7   (mgal)                       NAVD 88
 DH8988
 DH8988  VERT ORDER  -  SECOND    CLASS I
 DH8988
 DH8988.The horizontal coordinates were scaled from a topographic map and have
 DH8988.an estimated accuracy of +/- 6 seconds.
 DH8988
 DH8988.The orthometric height was determined by differential leveling
 DH8988.and adjusted by the National Geodetic Survey in September 2006..
 DH8988
 DH8988.The geoid height was determined by GEOID03.
 DH8988
 DH8988.The dynamic height is computed by dividing the NAVD 88
 DH8988.geopotential number by the normal gravity value computed on the
 DH8988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8988.degrees latitude (g = 980.6199 gals.).
 DH8988
 DH8988.The modeled gravity was interpolated from observed gravity values.
 DH8988
 DH8988;                    North         East    Units  Estimated Accuracy
 DH8988;SPC MN N     -   211,390.      729,100.      MT  (+/- 180 meters Scaled)
 DH8988
 DH8988                          SUPERSEDED SURVEY CONTROL
 DH8988
 DH8988.No superseded survey control is available for this station.
 DH8988
 DH8988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN215610(NAD 83)
 DH8988_MARKER: DB = BENCH MARK DISK
 DH8988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8988_STAMPING: 7 DLS 1969
 DH8988_MARK LOGO: USGS  
 DH8988_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8988+STABILITY: SURFACE MOTION
 DH8988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8988+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 DH8988
 DH8988  HISTORY     - Date     Condition        Report By
 DH8988  HISTORY     - 1969     MONUMENTED       USGS
 DH8988  HISTORY     - 20010919 GOOD             MNDT
 DH8988
 DH8988                          STATION DESCRIPTION
 DH8988
 DH8988'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DH8988'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 18.6 MI (29.9
 DH8988'KM) NW OF DEER RIVER, 1.26 MI (2.03 KM) SOUTH OF TH 46 BRDG NO 5623
 DH8988'OVER LITTLE CUT FOOT SIOUX LAKE, AT TH 46 MP 16.2, 39 FT (11.9 M)
 DH8988'NORTH AND 73 FT (22.3 M) WEST OF TH 46 AT TRAIL WEST, 5 FT (1.5 M)
 DH8988'SOUTH OF 10 INCH PINE TREE, 2.5 FT (0.8 M) WEST OF WIT POST, FLUSH,
 DH8988'MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0640 ***********************************************************************
 PP0640  DESIGNATION -  7 GAF
 PP0640  PID         -  PP0640
 PP0640  STATE/COUNTY-  MN/DAKOTA
 PP0640  USGS QUAD   -  VERMILLION (1993)
 PP0640
 PP0640                         *CURRENT SURVEY CONTROL
 PP0640  ___________________________________________________________________
 PP0640* NAD 83(1986)-  44 44 31.     (N)    092 57 04.     (W)     SCALED    
 PP0640* NAVD 88     -       269.565  (meters)     884.40   (feet)  ADJUSTED  
 PP0640  ___________________________________________________________________
 PP0640  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 PP0640  DYNAMIC HT  -         269.543 (meters)     884.33  (feet)  COMP
 PP0640  MODELED GRAV-     980,527.7   (mgal)                       NAVD 88
 PP0640
 PP0640  VERT ORDER  -  SECOND    CLASS 0
 PP0640
 PP0640.The horizontal coordinates were scaled from a topographic map and have
 PP0640.an estimated accuracy of +/- 6 seconds.
 PP0640
 PP0640.The orthometric height was determined by differential leveling
 PP0640.and adjusted by the National Geodetic Survey in June 1991..
 PP0640
 PP0640.The geoid height was determined by GEOID03.
 PP0640
 PP0640.The dynamic height is computed by dividing the NAVD 88
 PP0640.geopotential number by the normal gravity value computed on the
 PP0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0640.degrees latitude (g = 980.6199 gals.).
 PP0640
 PP0640.The modeled gravity was interpolated from observed gravity values.
 PP0640
 PP0640;                    North         East    Units  Estimated Accuracy
 PP0640;SPC MN S     -   294,080.      883,060.      MT  (+/- 180 meters Scaled)
 PP0640
 PP0640                          SUPERSEDED SURVEY CONTROL
 PP0640
 PP0640  NGVD 29 (??/??/92)  269.516  (m)          884.24   (f) ADJ UNCH    2 0
 PP0640
 PP0640.Superseded values are not recommended for survey control.
 PP0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0640.See file dsdata.txt to determine how the superseded data were derived.
 PP0640
 PP0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK038542(NAD 83)
 PP0640_MARKER: DD = SURVEY DISK
 PP0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0640_SP_SET: MONUMENT
 PP0640_STAMPING: 7-GAF 1955 884
 PP0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0640+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 PP0640
 PP0640  HISTORY     - Date     Condition        Report By
 PP0640  HISTORY     - 1955     MONUMENTED       USGS
 PP0640  HISTORY     - 1970     GOOD             NGS
 PP0640  HISTORY     - 1987     GOOD             USPSQD
 PP0640  HISTORY     - 20021214 GOOD             USPSQD
 PP0640  HISTORY     - 20040919 GOOD             USPSQD
 PP0640
 PP0640                          STATION DESCRIPTION
 PP0640
 PP0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0640'5 MI W FROM HASTINGS.
 PP0640'MARK IS LOCATED NEAR THE JUNCTION OF T.H. 55 AND COUNTY ROAD 42, 6
 PP0640'FEET NORTH AND 18 FEET WEST OF THE NORTHEAST CORNER OF A METAL FENCE
 PP0640'AROUND NORTHERN STATES POWER LINE SUBSTATION 2 FEET SOUTHEAST OF A
 PP0640'POWER POLE IN THE TOP OF A CONCRETE MONUMENT.  NW 1/4 SECTION 26, T
 PP0640'115N, R 18W.
 PP0640
 PP0640                          STATION RECOVERY (1987)
 PP0640
 PP0640'RECOVERY NOTE BY US POWER SQUADRON 1987 (RK)
 PP0640'RECOVERED IN GOOD CONDITION.
 PP0640
 PP0640                          STATION RECOVERY (2002)
 PP0640
 PP0640'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP0640'MARK IS 5 MILES W. OF HASTINGS ON CR 42, 0.1 MILE E. OF JUNCTION OF CR
 PP0640'42 AND T.H.55 AT CR 85 (GOODWIN). 35 FT. S OF CENTERLINE OF CR 42, 43
 PP0640'FT. W. OF POWER POLE LABLED H109 7100,120, 1.0 FT. N. OF A STEEL
 PP0640'WITNESS POST, AND IS SET IN THE TOP OF A CONCRETE MONUMENT 1.0 FT.
 PP0640'ABOVE THE GROUND. NW1/4 SECTION 26, T 115N R18W
 PP0640
 PP0640                          STATION RECOVERY (2004)
 PP0640
 PP0640'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP0640'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAR DUE TO ROAD
 PP0640'REROUTING THE MARK IS NOW ON THE LEFT OR SOUTH SIDE OF THE OLD CR 42
 PP0640'STUB WHICH IS WEST OF THE INTERSECTION OF CR 42 AND TH 55. MARK IS NOW
 PP0640'1 FT NORTH OF A STEEL WITNESS POST. SPSPS ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7857 ***********************************************************************
 DE7857  DESIGNATION -  7 HEH
 DE7857  PID         -  DE7857
 DE7857  STATE/COUNTY-  MN/ROSEAU
 DE7857  USGS QUAD   -  THIEF LAKE NE (1984)
 DE7857
 DE7857                         *CURRENT SURVEY CONTROL
 DE7857  ___________________________________________________________________
 DE7857* NAD 83(1986)-  48 44 49.     (N)    095 45 57.     (W)     SCALED    
 DE7857* NAVD 88     -       327.007  (meters)    1072.86   (feet)  ADJUSTED  
 DE7857  ___________________________________________________________________
 DE7857  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DE7857  DYNAMIC HT  -         327.089 (meters)    1073.12  (feet)  COMP
 DE7857  MODELED GRAV-     980,853.1   (mgal)                       NAVD 88
 DE7857
 DE7857  VERT ORDER  -  SECOND    CLASS I
 DE7857
 DE7857.The horizontal coordinates were scaled from a topographic map and have
 DE7857.an estimated accuracy of +/- 6 seconds.
 DE7857
 DE7857.The orthometric height was determined by differential leveling
 DE7857.and adjusted by the National Geodetic Survey in April 2004..
 DE7857
 DE7857.The geoid height was determined by GEOID03.
 DE7857
 DE7857.The dynamic height is computed by dividing the NAVD 88
 DE7857.geopotential number by the normal gravity value computed on the
 DE7857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7857.degrees latitude (g = 980.6199 gals.).
 DE7857
 DE7857.The modeled gravity was interpolated from observed gravity values.
 DE7857
 DE7857;                    North         East    Units  Estimated Accuracy
 DE7857;SPC MN N     -   353,200.      603,980.      MT  (+/- 180 meters Scaled)
 DE7857
 DE7857                          SUPERSEDED SURVEY CONTROL
 DE7857
 DE7857.No superseded survey control is available for this station.
 DE7857
 DE7857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ966030(NAD 83)
 DE7857_MARKER: DB = BENCH MARK DISK
 DE7857_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DE7857+WITH SETTING: PAVEMENT
 DE7857_SP_SET: POWER POLE BASE
 DE7857_STAMPING: 7 HEH 1966 1071
 DE7857_MARK LOGO: USGS  
 DE7857_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7857+STABILITY: SURFACE MOTION
 DE7857
 DE7857  HISTORY     - Date     Condition        Report By
 DE7857  HISTORY     - 1966     MONUMENTED       USGS
 DE7857  HISTORY     - 19980328 GOOD             MNDT
 DE7857
 DE7857                          STATION DESCRIPTION
 DE7857
 DE7857'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE7857'THE MARK IS LOCATED ABOUT 7 MI (11.3 KM) SOUTH OF ROSEAU, 7.15 MI
 DE7857'(11.51 KM) SOUTH ON TH 89 FROM JCT TH 11 AND TH 89 IN ROSEAU, AT TH 89
 DE7857'MP 118.35, IN SE COR OF 3 FT (0.9 M) SQUARE CONC BASE OF STEEL P-POLE,
 DE7857'51 FT (15.5 M) NORTH OF CO RD 126, 9.4 FT (2.9 M) SW OF SW CORNER OF
 DE7857'METAL BUILDING, 202 FT (61.6 M) EAST OF TH 89.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0293 ***********************************************************************
 RO0293  DESIGNATION -  7 KEE
 RO0293  PID         -  RO0293
 RO0293  STATE/COUNTY-  MN/MORRISON
 RO0293  USGS QUAD   -  MOTLEY (1963)
 RO0293
 RO0293                         *CURRENT SURVEY CONTROL
 RO0293  ___________________________________________________________________
 RO0293* NAD 83(1986)-  46 17 36.     (N)    094 38 49.     (W)     SCALED    
 RO0293* NAVD 88     -       378.804  (meters)    1242.79   (feet)  ADJUSTED  
 RO0293  ___________________________________________________________________
 RO0293  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 RO0293  DYNAMIC HT  -         378.806 (meters)    1242.80  (feet)  COMP
 RO0293  MODELED GRAV-     980,609.7   (mgal)                       NAVD 88
 RO0293
 RO0293  VERT ORDER  -  SECOND    CLASS 0
 RO0293
 RO0293.The horizontal coordinates were scaled from a topographic map and have
 RO0293.an estimated accuracy of +/- 6 seconds.
 RO0293
 RO0293.The orthometric height was determined by differential leveling
 RO0293.and adjusted by the National Geodetic Survey in June 1991..
 RO0293
 RO0293.The geoid height was determined by GEOID03.
 RO0293
 RO0293.The dynamic height is computed by dividing the NAVD 88
 RO0293.geopotential number by the normal gravity value computed on the
 RO0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0293.degrees latitude (g = 980.6199 gals.).
 RO0293
 RO0293.The modeled gravity was interpolated from observed gravity values.
 RO0293
 RO0293;                    North         East    Units  Estimated Accuracy
 RO0293;SPC MN C     -   243,830.      769,420.      MT  (+/- 180 meters Scaled)
 RO0293
 RO0293                          SUPERSEDED SURVEY CONTROL
 RO0293
 RO0293  NGVD 29 (??/??/92)  378.590  (m)         1242.09   (f) ADJ UNCH    2 0
 RO0293
 RO0293.Superseded values are not recommended for survey control.
 RO0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0293.See file dsdata.txt to determine how the superseded data were derived.
 RO0293
 RO0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM731279(NAD 83)
 RO0293_MARKER: DD = SURVEY DISK
 RO0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0293_STAMPING: 7 KEE 1962
 RO0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0293+STABILITY: SURFACE MOTION
 RO0293
 RO0293  HISTORY     - Date     Condition        Report By
 RO0293  HISTORY     - 1962     MONUMENTED       USGS
 RO0293  HISTORY     - 1973     GOOD             MNDT
 RO0293
 RO0293                          STATION DESCRIPTION
 RO0293
 RO0293'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0293'2.2 MI S FROM MOTLEY.
 RO0293'THE MARK IS 3.25 MILES MEASURED SOUTH ALONG TRUNK HIGHWAY 10 FROM THE
 RO0293'JUNCTION OF TRUNK HIGHWAYS 10 AND 210 IN MOTLEY, AND IS AT MILEPOINT
 RO0293'118.1.  IT IS 164 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 10
 RO0293'(OPPOSITE DRIVEWAY WEST) AND 3 FEET SOUTHWEST OF A TELEPHONE POLE AND
 RO0293'BURIED CABLE MARKER NUMBER C16.  IT IS SET IN THE TOP OF A CONCRETE
 RO0293'POST THAT IS BURIED 2 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 RO0293'0.7 FEET SOUTHWEST OF A STEEL WITNESS POST.  IT IS ABOUT LEVEL WITH
 RO0293'THE HIGHWAY.  CORNER OF NW 1/4, SEC 31, T 133N, R 31W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7125 ***********************************************************************
 DE7125  DESIGNATION -  7 SEM
 DE7125  PID         -  DE7125
 DE7125  STATE/COUNTY-  MN/PIPESTONE
 DE7125  USGS QUAD   -  JASPER NW (1978)
 DE7125
 DE7125                         *CURRENT SURVEY CONTROL
 DE7125  ___________________________________________________________________
 DE7125* NAD 83(1996)-  43 52 44.65488(N)    096 23 26.96258(W)     ADJUSTED  
 DE7125* NAVD 88     -       486.091  (meters)    1594.78   (feet)  ADJUSTED  
 DE7125  ___________________________________________________________________
 DE7125  X           -    -512,596.079 (meters)                     COMP
 DE7125  Y           -  -4,576,514.126 (meters)                     COMP
 DE7125  Z           -   4,398,735.125 (meters)                     COMP
 DE7125  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 DE7125  ELLIP HEIGHT-         459.96  (meters)          (09/06/02) GPS OBS
 DE7125  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 DE7125  DYNAMIC HT  -         485.974 (meters)    1594.40  (feet)  COMP
 DE7125  MODELED GRAV-     980,362.8   (mgal)                       NAVD 88
 DE7125
 DE7125  HORZ ORDER  -  FIRST
 DE7125  VERT ORDER  -  SECOND    CLASS I
 DE7125  ELLP ORDER  -  THIRD     CLASS II
 DE7125
 DE7125.The horizontal coordinates were established by GPS observations
 DE7125.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7125
 DE7125.The orthometric height was determined by differential leveling
 DE7125.and adjusted by the National Geodetic Survey in December 2004..
 DE7125
 DE7125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7125
 DE7125.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7125
 DE7125.The ellipsoidal height was determined by GPS observations
 DE7125.and is referenced to NAD 83.
 DE7125
 DE7125.The geoid height was determined by GEOID03.
 DE7125
 DE7125.The dynamic height is computed by dividing the NAVD 88
 DE7125.geopotential number by the normal gravity value computed on the
 DE7125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7125.degrees latitude (g = 980.6199 gals.).
 DE7125
 DE7125.The modeled gravity was interpolated from observed gravity values.
 DE7125
 DE7125;                    North         East     Units Scale Factor Converg.
 DE7125;SPC MN S     -   200,485.583   607,883.256   MT  0.99998063   -1 40 32.9
 DE7125;UTM  14      - 4,861,751.042   709,615.810   MT  1.00014046   +1 48 33.0
 DE7125
 DE7125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7125!SPC MN S     -   0.99992788  x   0.99998063  =   0.99990851
 DE7125!UTM  14      -   0.99992788  x   1.00014046  =   1.00006833
 DE7125
 DE7125                          SUPERSEDED SURVEY CONTROL
 DE7125
 DE7125  NAVD 88 (09/06/02)  486.08   (m)         1594.7    (f) LEVELING    3  
 DE7125
 DE7125.Superseded values are not recommended for survey control.
 DE7125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7125.See file dsdata.txt to determine how the superseded data were derived.
 DE7125
 DE7125_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0961661751(NAD 83)
 DE7125_MARKER: DB = BENCH MARK DISK
 DE7125_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE7125_STAMPING: 7 SEM 1966
 DE7125_MARK LOGO: USGS  
 DE7125_PROJECTION: FLUSH
 DE7125_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7125+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2001
 DE7125
 DE7125  HISTORY     - Date     Condition        Report By
 DE7125  HISTORY     - 1966     MONUMENTED       USGS
 DE7125  HISTORY     - 19920505 GOOD             MNDT
 DE7125  HISTORY     - 20011024 GOOD             MNDT
 DE7125
 DE7125                          STATION DESCRIPTION
 DE7125
 DE7125'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DE7125'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 20, T105N, R46W, 1.9 MI
 DE7125'(3.1 KM) NORTH OF JASPER.  THE MARK IS ON A SMALL RIDGE 2.15 MI (3.46
 DE7125'KM) NNE ALONG TH 23 FROM THE JCT OF TH 23 AND TH 269, AT TH 23 MP
 DE7125'20.8, 80.5 FT (24.5 M) WEST OF TH 23, 327 FT (99.7 M) NORTH OF CO RD
 DE7125'51, 42.1 FT (12.8 M) EAST OF THE EAST RAIL OF THE RR TRACKS, AND 1.4
 DE7125'FT (0.4 M) EAST OF A WIT POST.
 DE7125
 DE7125                          STATION RECOVERY (2001)
 DE7125
 DE7125'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE7125'THE MARK WAS RECOVERED 1.9 MI (3.1 KM) NORTH OF JASPER, 2.3 MI (3.7
 DE7125'KM) NE ON TH 23 FROM JCT TH 269, 327 FT (99.7 M) NORTH OF CROSSROAD,
 DE7125'80.5 FT (24.5 M) WEST OF TH 23, AT TH 23 MP 20.8, ON SMALL RIDGE, 42.7
 DE7125'FT (13.0 M) EAST OF EAST RAIL OF RR TRACKS, 1.4 FT (0.4 M) EAST OF WIT
 DE7125'POST, FLUSH, MAGNETIC, GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5061 ***********************************************************************
 DG5061  DESIGNATION -  7 WH
 DG5061  PID         -  DG5061
 DG5061  STATE/COUNTY-  MN/MARSHALL
 DG5061  USGS QUAD   -  ELLERTH (1982)
 DG5061
 DG5061                         *CURRENT SURVEY CONTROL
 DG5061  ___________________________________________________________________
 DG5061* NAD 83(1986)-  48 17 50.     (N)    096 28 45.     (W)     SCALED    
 DG5061* NAVD 88     -       316.689  (meters)    1039.00   (feet)  ADJUSTED  
 DG5061  ___________________________________________________________________
 DG5061  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DG5061  DYNAMIC HT  -         316.759 (meters)    1039.23  (feet)  COMP
 DG5061  MODELED GRAV-     980,823.0   (mgal)                       NAVD 88
 DG5061
 DG5061  VERT ORDER  -  SECOND    CLASS I
 DG5061
 DG5061.The horizontal coordinates were scaled from a topographic map and have
 DG5061.an estimated accuracy of +/- 6 seconds.
 DG5061
 DG5061.The orthometric height was determined by differential leveling
 DG5061.and adjusted by the National Geodetic Survey in July 2004..
 DG5061.No vertical observational check was made to the station.
 DG5061
 DG5061.The geoid height was determined by GEOID03.
 DG5061
 DG5061.The dynamic height is computed by dividing the NAVD 88
 DG5061.geopotential number by the normal gravity value computed on the
 DG5061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5061.degrees latitude (g = 980.6199 gals.).
 DG5061
 DG5061.The modeled gravity was interpolated from observed gravity values.
 DG5061
 DG5061;                    North         East    Units  Estimated Accuracy
 DG5061;SPC MN N     -   305,290.      549,380.      MT  (+/- 180 meters Scaled)
 DG5061
 DG5061                          SUPERSEDED SURVEY CONTROL
 DG5061
 DG5061.No superseded survey control is available for this station.
 DG5061
 DG5061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU869524(NAD 83)
 DG5061_MARKER: DD = SURVEY DISK
 DG5061_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG5061_SP_SET: CULVERT
 DG5061_STAMPING: 7 WH 1978
 DG5061_MARK LOGO: USGS  
 DG5061_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5061+STABILITY: SURFACE MOTION
 DG5061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5061+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 DG5061
 DG5061  HISTORY     - Date     Condition        Report By
 DG5061  HISTORY     - 1978     MONUMENTED       USGS
 DG5061  HISTORY     - 20030618 GOOD             MNDT
 DG5061
 DG5061                          STATION DESCRIPTION
 DG5061
 DG5061'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5061'THE MARK IS 7.5 MILES (12.1 KM) WEST OF NEW FOLDEN, 6.85 MILES (11.02
 DG5061'KM) WEST ALONG COUNTY ROAD 4 FROM JUNCTION COUNTY ROAD 4 AND TRUNK
 DG5061'HIGHWAY 59 IN NEW FOLDEN, THENCE 4.0 M (13.1 FT) ILES SOUTH ON COUNTY
 DG5061'ROAD 38, 37 FEET (11.3 M) SOUTH AND 28 FEET (8.5 M) WEST OF CROSSROADS
 DG5061'(CO ROAD 38-CO ROAD 31 AND TOWNSHIP RD), IN WEST END OF LARGE ROUND
 DG5061'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6835 ***********************************************************************
 DF6835  DESIGNATION -  7 WL
 DF6835  PID         -  DF6835
 DF6835  STATE/COUNTY-  MN/WATONWAN
 DF6835  USGS QUAD   -  ST JAMES EAST (1979)
 DF6835
 DF6835                         *CURRENT SURVEY CONTROL
 DF6835  ___________________________________________________________________
 DF6835* NAD 83(1996)-  43 55 13.54551(N)    094 30 34.07549(W)     ADJUSTED  
 DF6835* NAVD 88     -       331.5    (meters)    1088.     (feet)  GPS OBS   
 DF6835  ___________________________________________________________________
 DF6835  X           -    -361,813.485 (meters)                     COMP
 DF6835  Y           -  -4,587,586.645 (meters)                     COMP
 DF6835  Z           -   4,401,938.127 (meters)                     COMP
 DF6835  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 DF6835  ELLIP HEIGHT-         303.63  (meters)          (08/01/03) GPS OBS
 DF6835  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DF6835
 DF6835  HORZ ORDER  -  FIRST
 DF6835  ELLP ORDER  -  THIRD     CLASS I
 DF6835
 DF6835.The horizontal coordinates were established by GPS observations
 DF6835.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6835
 DF6835.The orthometric height was determined by GPS observations and a
 DF6835.high-resolution geoid model.
 DF6835
 DF6835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6835
 DF6835.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6835
 DF6835.The ellipsoidal height was determined by GPS observations
 DF6835.and is referenced to NAD 83.
 DF6835
 DF6835.The geoid height was determined by GEOID03.
 DF6835
 DF6835;                    North         East     Units Scale Factor Converg.
 DF6835;SPC MN S     -   202,398.609   759,084.512   MT  0.99997311   -0 21 25.6
 DF6835;UTM  15      - 4,864,142.567   378,817.780   MT  0.99978062   -1 02 49.9
 DF6835
 DF6835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6835!SPC MN S     -   0.99995239  x   0.99997311  =   0.99992550
 DF6835!UTM  15      -   0.99995239  x   0.99978062  =   0.99973302
 DF6835
 DF6835                          SUPERSEDED SURVEY CONTROL
 DF6835
 DF6835.No superseded survey control is available for this station.
 DF6835
 DF6835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ7881864143(NAD 83)
 DF6835_MARKER: DD = SURVEY DISK
 DF6835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6835_STAMPING: 7 WL 1965
 DF6835_MARK LOGO: USGS  
 DF6835_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF6835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6835+STABILITY: SURFACE MOTION
 DF6835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6835+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2002
 DF6835
 DF6835  HISTORY     - Date     Condition        Report By
 DF6835  HISTORY     - 1965     MONUMENTED       USGS
 DF6835  HISTORY     - 20021002 GOOD             MNDT
 DF6835
 DF6835                          STATION DESCRIPTION
 DF6835
 DF6835'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF6835'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 3.5 MI WEST OF
 DF6835'LEWISVILLE, 3.9 MI WEST ALONG CO RD 10 AT LEWISVILLE, THEN 0.1 MI WEST
 DF6835'ON CO RD 103, 45 FT SOUTH OF CO RD 103 AND 45 FT WEST OF ROAD, 3 FT
 DF6835'NORTH OF P-POLE, 2 FT SOUTH OF WIT POST, FLUSH, MAGNETIC, SUITABLE FOR
 DF6835'GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0916 ***********************************************************************
 SJ0916  DESIGNATION -  7 WR
 SJ0916  PID         -  SJ0916
 SJ0916  STATE/COUNTY-  MN/ST LOUIS
 SJ0916  USGS QUAD   -  IDINGTON (1984)
 SJ0916
 SJ0916                         *CURRENT SURVEY CONTROL
 SJ0916  ___________________________________________________________________
 SJ0916* NAD 83(1986)-  47 44 00.     (N)    092 39 05.     (W)     SCALED    
 SJ0916* NAVD 88     -       412.542  (meters)    1353.48   (feet)  ADJUSTED  
 SJ0916  ___________________________________________________________________
 SJ0916  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 SJ0916  DYNAMIC HT  -         412.587 (meters)    1353.63  (feet)  COMP
 SJ0916  MODELED GRAV-     980,708.4   (mgal)                       NAVD 88
 SJ0916
 SJ0916  VERT ORDER  -  FIRST     CLASS II
 SJ0916
 SJ0916.The horizontal coordinates were scaled from a topographic map and have
 SJ0916.an estimated accuracy of +/- 6 seconds.
 SJ0916
 SJ0916.The orthometric height was determined by differential leveling
 SJ0916.and adjusted by the National Geodetic Survey in June 1991..
 SJ0916
 SJ0916.The geoid height was determined by GEOID03.
 SJ0916
 SJ0916.The dynamic height is computed by dividing the NAVD 88
 SJ0916.geopotential number by the normal gravity value computed on the
 SJ0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0916.degrees latitude (g = 980.6199 gals.).
 SJ0916
 SJ0916.The modeled gravity was interpolated from observed gravity values.
 SJ0916
 SJ0916;                    North         East    Units  Estimated Accuracy
 SJ0916;SPC MN N     -   237,210.      833,650.      MT  (+/- 180 meters Scaled)
 SJ0916
 SJ0916                          SUPERSEDED SURVEY CONTROL
 SJ0916
 SJ0916  NGVD 29 (??/??/92)  412.276  (m)         1352.61   (f) ADJ UNCH    1 2
 SJ0916
 SJ0916.Superseded values are not recommended for survey control.
 SJ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0916.See file dsdata.txt to determine how the superseded data were derived.
 SJ0916
 SJ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN261867(NAD 83)
 SJ0916_MARKER: DB = BENCH MARK DISK
 SJ0916_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 SJ0916_SP_SET: UNSPEC. ROCK
 SJ0916_STAMPING: 7-WR 1950 1352
 SJ0916_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SJ0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0916
 SJ0916  HISTORY     - Date     Condition        Report By
 SJ0916  HISTORY     - 1950     MONUMENTED       USGS
 SJ0916  HISTORY     - 1973     GOOD             MNDT
 SJ0916  HISTORY     - 1978     GOOD             NGS
 SJ0916  HISTORY     - 19990302 SEE DESCRIPTION  MNDT
 SJ0916
 SJ0916                          STATION DESCRIPTION
 SJ0916
 SJ0916'DESCRIBED BY MN DEPT OF TRANSP 1973
 SJ0916'7.6 MI SSE FROM COOK.
 SJ0916'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 1 AT WEST EDGE
 SJ0916'OF COOK, GO SOUTHERLY ON TRUNK HIGHWAY 53 FOR 5.7 MILES TO THE
 SJ0916'JUNCTION OF COUNTY ROAD 22 AT SHERMAN CORNER.  THENCE CONTINUE
 SJ0916'SOUTHERLY FOR 2.7 MILES (MILEPOST 83.85) TO MARK ON THE LEFT.  THE
 SJ0916'MARK IS 50.5 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 53, 53 FEET
 SJ0916'SOUTH OF SOUTH CURB OF DRIVE TO 1 STORY FRAME HOUSE, 48.5 FEET SOUTH
 SJ0916'OF POWER POLE NUMBER 9 AND ABOUT 200 FEET SOUTHEAST OF IDINGTON
 SJ0916'LUTHERAN CHURCH.  THE MARK IS SET IN A DRILL HOLE IN 20 FOOT BY 40
 SJ0916'FOOT ROCK THAT IS 5 FEET ABOVE THE LEVEL OF THE GROUND AND IS 2 FEET
 SJ0916'ABOVE THE LEVEL OF TRUNK HIGHWAY 53.  CORNER OF SW 1/4, SEC 28, T61N,
 SJ0916'E 18W.
 SJ0916
 SJ0916                          STATION RECOVERY (1978)
 SJ0916
 SJ0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 SJ0916'18.1 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE U.S. HIGHWAY 169
 SJ0916'OVERPASS IN VIRGINIA, 8.8 MILES SOUTH ALONG U.S. HIGHWAY 53 FROM THE
 SJ0916'BRIDGE OVER THE LITTLE FORK RIVER IN COOK, IN IDINGTON, IN THE EAST
 SJ0916'RIGHT-OF-WAY OF THE HIGHWAY, AT A DRIVE LEADING EAST, IN THE TOP OF
 SJ0916'THE EXPOSED PORTION OF A MASSIVE OUTCROP, 58 FT. SOUTH OF THE
 SJ0916'CENTERLINE OF THE DRIVE, 51 FT. EAST OF THE CENTERLINE OF THE HIGHWAY,
 SJ0916'200 FT. SOUTHEAST OF THE IDINGTON LUTHERAN CHURCH.
 SJ0916'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 SJ0916
 SJ0916                          STATION RECOVERY (1999)
 SJ0916
 SJ0916'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 SJ0916'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ2282 ***********************************************************************
 SJ2282  DESIGNATION -  7 WR
 SJ2282  PID         -  SJ2282
 SJ2282  STATE/COUNTY-  MN/ITASCA
 SJ2282  USGS QUAD   -  COHASSET EAST (1969)
 SJ2282
 SJ2282                         *CURRENT SURVEY CONTROL
 SJ2282  ___________________________________________________________________
 SJ2282* NAD 83(1986)-  47 16 03.     (N)    093 32 01.     (W)     SCALED    
 SJ2282* NAVD 88     -       407.251  (meters)    1336.12   (feet)  ADJUSTED  
 SJ2282  ___________________________________________________________________
 SJ2282  GEOID HEIGHT-         -29.34  (meters)                     GEOID03
 SJ2282  DYNAMIC HT  -         407.286 (meters)    1336.24  (feet)  COMP
 SJ2282  MODELED GRAV-     980,688.2   (mgal)                       NAVD 88
 SJ2282
 SJ2282  VERT ORDER  -  SECOND    CLASS I
 SJ2282
 SJ2282.The horizontal coordinates were scaled from a topographic map and have
 SJ2282.an estimated accuracy of +/- 6 seconds.
 SJ2282
 SJ2282.The orthometric height was determined by differential leveling
 SJ2282.and adjusted by the National Geodetic Survey in June 1991..
 SJ2282
 SJ2282.The geoid height was determined by GEOID03.
 SJ2282
 SJ2282.The dynamic height is computed by dividing the NAVD 88
 SJ2282.geopotential number by the normal gravity value computed on the
 SJ2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ2282.degrees latitude (g = 980.6199 gals.).
 SJ2282
 SJ2282.The modeled gravity was interpolated from observed gravity values.
 SJ2282
 SJ2282;                    North         East    Units  Estimated Accuracy
 SJ2282;SPC MN N     -   185,420.      767,190.      MT  (+/- 180 meters Scaled)
 SJ2282
 SJ2282                          SUPERSEDED SURVEY CONTROL
 SJ2282
 SJ2282.No superseded survey control is available for this station.
 SJ2282
 SJ2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN596350(NAD 83)
 SJ2282_MARKER: DB = BENCH MARK DISK
 SJ2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SJ2282_SP_SET: CONCRETE POST
 SJ2282_STAMPING: 7 WR 1951 1335
 SJ2282_MARK LOGO: USGS  
 SJ2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ2282+STABILITY: SURFACE MOTION
 SJ2282
 SJ2282  HISTORY     - Date     Condition        Report By
 SJ2282  HISTORY     - 1951     MONUMENTED       USGS
 SJ2282  HISTORY     - 1979     GOOD             MNDT
 SJ2282
 SJ2282                          STATION DESCRIPTION
 SJ2282
 SJ2282'DESCRIBED BY MN DEPT OF TRANSP 1979
 SJ2282'2.5 MI NORTH FROM GRAND RAPIDS.
 SJ2282'THE MARK IS LOCATED ABOUT 2.4 MILES NORTH ALONG TRUNK HIGHWAY 38 FROM
 SJ2282'ITS JUNCTION WITH TRUNK HIGHWAY 2 IN GRAND RAPIDS NEAR TRUNK HIGHWAY
 SJ2282'38 MILE POINT 2.4 IN THE NE 1/4 OF SECTION 8, T55N, R25W.  THE MARK
 SJ2282'IS 48.5 FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK
 SJ2282'HIGHWAY 38, 141 FEET SOUTH OF THE CENTER OF A TOWNSHIP ROAD TO THE
 SJ2282'WEST, 42.4 FEET SOUTH-SOUTHWEST OF A POWER POLE, 16 FEET NORTH OF THE
 SJ2282'CENTER OF A DRIVEWAY, 30.5 FEET WEST OF THE NORTH END OF AN 18 INCH
 SJ2282'METAL CULVERT UNDER THE DRIVEWAY AND 1.3 FEET EAST OF A STEEL WITNESS
 SJ2282'POST.  THE MARK, A STANDARD USGS BENCH MARK DISK STAMPED---7 WR 1951
 SJ2282'1335---, SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH
 SJ2282'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1884 ***********************************************************************
 PP1884  DESIGNATION -  70 ES
 PP1884  PID         -  PP1884
 PP1884  STATE/COUNTY-  MN/CARVER
 PP1884  USGS QUAD   -  NORWOOD (1981)
 PP1884
 PP1884                         *CURRENT SURVEY CONTROL
 PP1884  ___________________________________________________________________
 PP1884* NAD 83(1996)-  44 48 07.39237(N)    093 53 27.74915(W)     ADJUSTED  
 PP1884* NAVD 88     -       302.082  (meters)     991.08   (feet)  ADJUSTED  
 PP1884  ___________________________________________________________________
 PP1884  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 PP1884  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 PP1884  DYNAMIC HT  -         302.057 (meters)     991.00  (feet)  COMP
 PP1884  MODELED GRAV-     980,525.1   (mgal)                       NAVD 88
 PP1884
 PP1884  HORZ ORDER  -  THIRD
 PP1884  VERT ORDER  -  SECOND    CLASS 0
 PP1884
 PP1884.The horizontal coordinates were established by classical geodetic methods
 PP1884.and adjusted by the National Geodetic Survey in March 1999..
 PP1884.No horizontal observational check was made to the station.
 PP1884
 PP1884.The orthometric height was determined by differential leveling
 PP1884.and adjusted by the National Geodetic Survey in June 1991..
 PP1884
 PP1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1884
 PP1884.The geoid height was determined by GEOID03.
 PP1884
 PP1884.The dynamic height is computed by dividing the NAVD 88
 PP1884.geopotential number by the normal gravity value computed on the
 PP1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1884.degrees latitude (g = 980.6199 gals.).
 PP1884
 PP1884.The modeled gravity was interpolated from observed gravity values.
 PP1884
 PP1884;                    North         East     Units Scale Factor Converg.
 PP1884;SPC MN S     -   300,235.919   808,620.011   MT  0.99993578   +0 04 34.9
 PP1884;UTM  15      - 4,961,347.565   429,530.894   MT  0.99966106   -0 37 40.5
 PP1884
 PP1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1884!SPC MN S     -   0.99995692  x   0.99993578  =   0.99989271
 PP1884!UTM  15      -   0.99995692  x   0.99966106  =   0.99961800
 PP1884
 PP1884                          SUPERSEDED SURVEY CONTROL
 PP1884
 PP1884  NAD 83(1986)-  44 48 07.38649(N)    093 53 27.74466(W) AD(       ) 3
 PP1884  NAD 27      -  44 48 07.52521(N)    093 53 26.86145(W) AD(       ) 3
 PP1884  NGVD 29 (??/??/92)  302.003  (m)          990.82   (f) ADJ UNCH    2 0
 PP1884
 PP1884.Superseded values are not recommended for survey control.
 PP1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1884.See file dsdata.txt to determine how the superseded data were derived.
 PP1884
 PP1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2953161348(NAD 83)
 PP1884_MARKER: DD = SURVEY DISK
 PP1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1884_STAMPING: 70ES 1955
 PP1884_PROJECTION: PROJECTING 10 CENTIMETERS
 PP1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1884+STABILITY: SURFACE MOTION
 PP1884
 PP1884  HISTORY     - Date     Condition        Report By
 PP1884  HISTORY     - 1955     MONUMENTED       USGS
 PP1884  HISTORY     - 1971     GOOD             MNDT
 PP1884  HISTORY     - 1987     GOOD             USPSQD
 PP1884
 PP1884                          STATION DESCRIPTION
 PP1884
 PP1884'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1884'1.95 MI NE FROM YOUNG AMERICA.
 PP1884'MARK IS LOCATED 1.95 MILES NORTHEAST ALONG T.H. 25 FROM THE JUNCTION
 PP1884'OF T.H. 25 AND COUNTY ROAD 34 AT YOUNG AMERICA, 250 FEET NORTH OF T.H.
 PP1884'5, 98 FEET NORTH OF AND 10 FEET HIGHER THAN THE CENTERLINE OF T.H. 25
 PP1884'AT MILE MARKER 27.8, 103 FEET NORTHEAST OF A POWER POLE, 7 FEET
 PP1884'NORTHEAST OF A FENCE LINE, 1 FOOT SOUTH OF A STEEL WITNESS POST IN A
 PP1884'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  NE 1/4, SEC 1, T
 PP1884'115N, R 26W.
 PP1884
 PP1884                          STATION RECOVERY (1987)
 PP1884
 PP1884'RECOVERY NOTE BY US POWER SQUADRON 1987 (WHB)
 PP1884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0349 ***********************************************************************
 QO0349  DESIGNATION -  70 RC
 QO0349  PID         -  QO0349
 QO0349  STATE/COUNTY-  MN/PINE
 QO0349  USGS QUAD   -  PINE CITY (1983)
 QO0349
 QO0349                         *CURRENT SURVEY CONTROL
 QO0349  ___________________________________________________________________
 QO0349* NAD 83(1996)-  45 47 38.90875(N)    092 58 13.14268(W)     ADJUSTED  
 QO0349* NAVD 88     -       296.616  (meters)     973.15   (feet)  ADJUSTED  
 QO0349  ___________________________________________________________________
 QO0349  LAPLACE CORR-           9.07  (seconds)                    DEFLEC99
 QO0349  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 QO0349  DYNAMIC HT  -         296.613 (meters)     973.14  (feet)  COMP
 QO0349  MODELED GRAV-     980,599.2   (mgal)                       NAVD 88
 QO0349
 QO0349  HORZ ORDER  -  SECOND
 QO0349  VERT ORDER  -  SECOND    CLASS 0
 QO0349
 QO0349.The horizontal coordinates were established by classical geodetic methods
 QO0349.and adjusted by the National Geodetic Survey in March 1999..
 QO0349.No horizontal observational check was made to the station.
 QO0349
 QO0349.The orthometric height was determined by differential leveling
 QO0349.and adjusted by the National Geodetic Survey in June 1991..
 QO0349
 QO0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0349
 QO0349.The geoid height was determined by GEOID03.
 QO0349
 QO0349.The dynamic height is computed by dividing the NAVD 88
 QO0349.geopotential number by the normal gravity value computed on the
 QO0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0349.degrees latitude (g = 980.6199 gals.).
 QO0349
 QO0349.The modeled gravity was interpolated from observed gravity values.
 QO0349
 QO0349;                    North         East     Units Scale Factor Converg.
 QO0349;SPC MN C     -   189,069.739   899,487.724   MT  0.99996627   +0 55 32.5
 QO0349;UTM  15      - 5,071,176.023   502,306.900   MT  0.99960007   +0 01 16.6
 QO0349
 QO0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0349!SPC MN C     -   0.99995784  x   0.99996627  =   0.99992411
 QO0349!UTM  15      -   0.99995784  x   0.99960007  =   0.99955793
 QO0349
 QO0349                          SUPERSEDED SURVEY CONTROL
 QO0349
 QO0349  NAD 83(1996)-  45 47 38.90599(N)    092 58 13.14201(W) AD(       ) 2
 QO0349  NAVD 88 (05/09/94)  296.62   (m)          973.2    (f) LEVELING    3  
 QO0349  NGVD 29 (??/??/92)  296.550  (m)          972.93   (f) ADJ UNCH    2 0
 QO0349
 QO0349.Superseded values are not recommended for survey control.
 QO0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0349.See file dsdata.txt to determine how the superseded data were derived.
 QO0349
 QO0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0230771176(NAD 83)
 QO0349_MARKER: DB = BENCH MARK DISK
 QO0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0349_SP_SET: CONCRETE POST
 QO0349_STAMPING: 70 RC 1954 973
 QO0349_MARK LOGO: USGS  
 QO0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0349+STABILITY: SURFACE MOTION
 QO0349
 QO0349  HISTORY     - Date     Condition        Report By
 QO0349  HISTORY     - 1954     MONUMENTED       USGS
 QO0349  HISTORY     - 1974     GOOD             MNDT
 QO0349  HISTORY     - 1984     GOOD             MNDT
 QO0349
 QO0349                          STATION DESCRIPTION
 QO0349
 QO0349'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (REC)
 QO0349'THE STATION IS LOCATED ABOUT 2-1/4 MILES SOUTH OF THE TOWN OF PINE
 QO0349'CITY, IN THE SE 1/4 OF SECTION 9, T38N, R21W, ON THE EAST RIGHT-OF-WAY
 QO0349'OF TRUNK HIGHWAY 361 AT MILEPOINT 9.25.
 QO0349'
 QO0349'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 361 AND TRUNK
 QO0349'HIGHWAY 324 AT THE SOUTH EDGE OF PINE CITY, GO SOUTH ON TRUNK HIGHWAY
 QO0349'361 FOR 1.7 MILES TO THE STATION ON THE LEFT.
 QO0349'
 QO0349'THE STATION MARK, A STANDARD USGS BENCH MARK DISK
 QO0349'STAMPED---70 RC 1954---, IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 QO0349'MONUMENT THAT PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 QO0349'MARK IS 66.5 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 361 AT
 QO0349'MILEPOINT 9.25, 138 FEET EAST OF A POWER POLE, 3.5 FEET
 QO0349'NORTH-NORTHWEST OF A POWER POLE, 2.5 FEET WEST OF A NORTH - SOUTH
 QO0349'FENCELINE, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.
 QO0349'
 QO0349'THIS STATION IS AN AZIMUTH MARK FOR STATION CENT MNDT.
 QO0349
 QO0349                          STATION RECOVERY (1974)
 QO0349
 QO0349'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 QO0349'0.9 MI S FROM PINE CITY.
 QO0349'THE MARK IS LOCATED 1.8 MILES SOUTH ALONG TRUNK HIGHWAY 361 FROM THE
 QO0349'JUNCTION OF TRUNK HIGHWAYS 324 AND 361 IN PINE CITY.  IT IS 67.2 FEET
 QO0349'EAST OF THE CENTERLINE OF TRUNK HIGHWAY 361, 42.5 FEET WEST OF STEEL
 QO0349'SIGN POST FOR FIRE SIGN F - 474, 3.0 FEET NORTH-NORTHWEST OF POWER
 QO0349'POLE WITH GUY WIRE, 3.0 FEET WEST OF A NORTH-SOUTH FENCE, AND 9.0 FEET
 QO0349'NORTH OF CENTER OF DRIVE WEST (TO FARM).  IT IS SET IN THE TOP OF A
 QO0349'CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND, IS ABOUT 0.8
 QO0349'FOOT WEST OF STEEL WITNESS POST AND ABOUT LEVEL WITH TRUNK HIGHWAY
 QO0349'361.  SE 1/4, SEC 9, T 38N, R 21W.
 QO0349
 QO0349                          STATION RECOVERY (1984)
 QO0349
 QO0349'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 QO0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6608 ***********************************************************************
 DF6608  DESIGNATION -  70 SEM
 DF6608  PID         -  DF6608
 DF6608  STATE/COUNTY-  MN/LINCOLN
 DF6608  USGS QUAD   -  LAKE BENTON (1967)
 DF6608
 DF6608                         *CURRENT SURVEY CONTROL
 DF6608  ___________________________________________________________________
 DF6608* NAD 83(1996)-  44 22 21.23091(N)    096 20 36.94760(W)     ADJUSTED  
 DF6608* NAVD 88     -       555.4    (meters)    1822.     (feet)  GPS OBS   
 DF6608  ___________________________________________________________________
 DF6608  X           -    -504,610.621 (meters)                     COMP
 DF6608  Y           -  -4,539,038.010 (meters)                     COMP
 DF6608  Z           -   4,438,147.345 (meters)                     COMP
 DF6608  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 DF6608  ELLIP HEIGHT-         529.60  (meters)          (07/31/03) GPS OBS
 DF6608  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 DF6608
 DF6608  HORZ ORDER  -  FIRST
 DF6608  ELLP ORDER  -  THIRD     CLASS I
 DF6608
 DF6608.The horizontal coordinates were established by GPS observations
 DF6608.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF6608
 DF6608.The orthometric height was determined by GPS observations and a
 DF6608.high-resolution geoid model.
 DF6608
 DF6608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6608
 DF6608.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6608
 DF6608.The ellipsoidal height was determined by GPS observations
 DF6608.and is referenced to NAD 83.
 DF6608
 DF6608.The geoid height was determined by GEOID03.
 DF6608
 DF6608;                    North         East     Units Scale Factor Converg.
 DF6608;SPC MN S     -   255,184.580   613,248.947   MT  0.99992456   -1 38 33.7
 DF6608;UTM  14      - 4,916,686.275   711,639.333   MT  1.00015088   +1 51 30.1
 DF6608
 DF6608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6608!SPC MN S     -   0.99991697  x   0.99992456  =   0.99984153
 DF6608!UTM  14      -   0.99991697  x   1.00015088  =   1.00006783
 DF6608
 DF6608                          SUPERSEDED SURVEY CONTROL
 DF6608
 DF6608.No superseded survey control is available for this station.
 DF6608
 DF6608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1163916686(NAD 83)
 DF6608_MARKER: DB = BENCH MARK DISK
 DF6608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6608_STAMPING: 70 SEM 1965 1822
 DF6608_MARK LOGO: USGS  
 DF6608_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF6608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6608+STABILITY: SURFACE MOTION
 DF6608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6608+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2002
 DF6608
 DF6608  HISTORY     - Date     Condition        Report By
 DF6608  HISTORY     - 1965     MONUMENTED       USGS
 DF6608  HISTORY     - 20020401 GOOD             MNDT
 DF6608
 DF6608                          STATION DESCRIPTION
 DF6608
 DF6608'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF6608'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  9 MI SOUTH AND
 DF6608'4 MI EAST OF HENDRICKS, 295 FT NORTH AND 50 FT EAST OF CROSSROADS (CO
 DF6608'RD 3 AND TWP RD), 2 FT WEST OF N-S FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0602 ***********************************************************************
 QO0602  DESIGNATION -  700
 QO0602  PID         -  QO0602
 QO0602  STATE/COUNTY-  MN/HENNEPIN
 QO0602  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0602
 QO0602                         *CURRENT SURVEY CONTROL
 QO0602  ___________________________________________________________________
 QO0602* NAD 83(1986)-  45 01 39.     (N)    093 17 17.     (W)     SCALED    
 QO0602* NAVD 88     -       262.137  (meters)     860.03   (feet)  ADJUSTED  
 QO0602  ___________________________________________________________________
 QO0602  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 QO0602  DYNAMIC HT  -         262.133 (meters)     860.01  (feet)  COMP
 QO0602  MODELED GRAV-     980,592.3   (mgal)                       NAVD 88
 QO0602
 QO0602  VERT ORDER  -  SECOND    CLASS 0
 QO0602
 QO0602.The horizontal coordinates were scaled from a topographic map and have
 QO0602.an estimated accuracy of +/- 6 seconds.
 QO0602
 QO0602.The orthometric height was determined by differential leveling
 QO0602.and adjusted by the National Geodetic Survey in June 1995..
 QO0602
 QO0602.The geoid height was determined by GEOID03.
 QO0602
 QO0602.The dynamic height is computed by dividing the NAVD 88
 QO0602.geopotential number by the normal gravity value computed on the
 QO0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0602.degrees latitude (g = 980.6199 gals.).
 QO0602
 QO0602.The modeled gravity was interpolated from observed gravity values.
 QO0602
 QO0602;                    North         East    Units  Estimated Accuracy
 QO0602;SPC MN S     -   325,530.      856,110.      MT  (+/- 180 meters Scaled)
 QO0602
 QO0602                          SUPERSEDED SURVEY CONTROL
 QO0602
 QO0602  NAVD 88 (06/15/91)  262.167  (m)          860.13   (f) UNKNOWN     2 0
 QO0602  NGVD 29 (??/??/92)  262.108  (m)          859.93   (f) ADJ UNCH    2 0
 QO0602
 QO0602.Superseded values are not recommended for survey control.
 QO0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0602.See file dsdata.txt to determine how the superseded data were derived.
 QO0602
 QO0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK773860(NAD 83)
 QO0602_MARKER: DD = SURVEY DISK
 QO0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0602_SP_SET: CONCRETE MONUMENT
 QO0602_STAMPING: 700
 QO0602_MARK LOGO: MN4760
 QO0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0602+STABILITY: SURFACE MOTION
 QO0602
 QO0602  HISTORY     - Date     Condition        Report By
 QO0602  HISTORY     - 1941     MONUMENTED       MN4760
 QO0602  HISTORY     - 1969     GOOD             MNDT
 QO0602  HISTORY     - 1979     GOOD             MNDT
 QO0602  HISTORY     - 1985     GOOD             USPSQD
 QO0602  HISTORY     - 1989     GOOD             USPSQD
 QO0602
 QO0602                          STATION DESCRIPTION
 QO0602
 QO0602'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0602'IN MINNEAPOLIS.
 QO0602'MARK IS LOCATED 1 BLOCK WEST OF FAI 94, IN THE CENTERLINE OF LYNDALE
 QO0602'AVENUE (T.H. 169) AT THE JUNCTION OF THE CENTERLINE OF 40TH AVENUE
 QO0602'NORTH, FLUSH WITH THE PAVEMENT.
 QO0602
 QO0602                          STATION RECOVERY (1979)
 QO0602
 QO0602'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 QO0602'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO0602'IN THE CITY OF MINNEAPOLIS, IN THE NW 1/4 OF SECTION 3, T29N, R24W,
 QO0602'AT THE INTERSECTION OF TRUNK HIGHWAY 169 (LYNDALE AVENUE) AND 40TH
 QO0602'AVENUE NORTH ONE BLOCK WEST OF INTERSTATE 94.  THE MARK, A STANDARD
 QO0602'MINNEAPOLIS CONTROL MONUMENT DISK STAMPED---700---, IS SET IN THE TOP
 QO0602'A CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE ROAD.  THE
 QO0602'MARK IS IN THE CENTERLINE OF LYNDALE AVENUE AND IS IN THE CENTERLINE
 QO0602'OF 40TH AVENUE NORTH.
 QO0602
 QO0602                          STATION RECOVERY (1985)
 QO0602
 QO0602'RECOVERY NOTE BY US POWER SQUADRON 1985
 QO0602'MARK AT CENTERLINE OF LYNDALE AVE NORTH AND 40TH AVE NORTH -1 BLOCK
 QO0602'WEST OF I 94 NEXT
 QO0602
 QO0602                          STATION RECOVERY (1989)
 QO0602
 QO0602'RECOVERY NOTE BY US POWER SQUADRON 1989 (MEP)
 QO0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8131 ***********************************************************************
 AC8131  DESIGNATION -  7001 AA
 AC8131  PID         -  AC8131
 AC8131  STATE/COUNTY-  MN/SCOTT
 AC8131  USGS QUAD   -  JORDAN EAST (1981)
 AC8131
 AC8131                         *CURRENT SURVEY CONTROL
 AC8131  ___________________________________________________________________
 AC8131* NAD 83(1986)-  44 40 30.     (N)    093 30 07.     (W)     SCALED    
 AC8131* NAVD 88     -       286.699  (meters)     940.61   (feet)  ADJUSTED  
 AC8131  ___________________________________________________________________
 AC8131  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AC8131  DYNAMIC HT  -         286.686 (meters)     940.57  (feet)  COMP
 AC8131  MODELED GRAV-     980,564.7   (mgal)                       NAVD 88
 AC8131
 AC8131  VERT ORDER  -  SECOND    CLASS I
 AC8131
 AC8131.The horizontal coordinates were scaled from a topographic map and have
 AC8131.an estimated accuracy of +/- 6 seconds.
 AC8131
 AC8131.The orthometric height was determined by differential leveling
 AC8131.and adjusted by the National Geodetic Survey in September 1997..
 AC8131
 AC8131.The geoid height was determined by GEOID03.
 AC8131
 AC8131.The dynamic height is computed by dividing the NAVD 88
 AC8131.geopotential number by the normal gravity value computed on the
 AC8131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8131.degrees latitude (g = 980.6199 gals.).
 AC8131
 AC8131.The modeled gravity was interpolated from observed gravity values.
 AC8131
 AC8131;                    North         East    Units  Estimated Accuracy
 AC8131;SPC MN S     -   286,230.      839,490.      MT  (+/- 180 meters Scaled)
 AC8131
 AC8131                          SUPERSEDED SURVEY CONTROL
 AC8131
 AC8131.No superseded survey control is available for this station.
 AC8131
 AC8131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK602469(NAD 83)
 AC8131_MARKER: DD = SURVEY DISK
 AC8131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8131_STAMPING: 7001 AA 1980
 AC8131_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8131
 AC8131  HISTORY     - Date     Condition        Report By
 AC8131  HISTORY     - 1980     MONUMENTED       MNDT
 AC8131  HISTORY     - 20021023 GOOD             USPSQD
 AC8131
 AC8131                          STATION DESCRIPTION
 AC8131
 AC8131'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8131'THE MARK IS LOCATED ABOUT 1.55 MILES NORTH ALONG TRUNK HIGHWAY 13 FROM
 AC8131'ITS JUNCTION WITH COUNTY ROAD 10 IN LYDIA, OR 1.0 MILE SOUTH ALONG
 AC8131'HIGHWAY 13 FROM ITS JUNCTION WITH TRUNK HIGHWAY 282, IS IN THE SE 1/4
 AC8131'OF SECTION 18, T114N, R22W, AND IS NEAR HIGHWAY 13 MILEPOINT 79.9.  IT
 AC8131'IS 77 FEET WEST OF THE CENTERLINE OF HIGHWAY 13, 30 FEET NORTH OF THE
 AC8131'EXTENDED CENTERLINE OF A GRAVEL ROAD TO THE EAST, 3.5 FEET NORTHEAST
 AC8131'OF A POWER POLE, 1 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A
 AC8131'STANDARD MNHD BENCH MARK DISK STAMPED---7001 AA 1980---, IS SET IN THE
 AC8131'TOP OF A MAGNETIC 6 FOOT PRECAST CONCRETE POST 3 INCHES BELOW THE
 AC8131'SURFACE OF THE GROUND.
 AC8131
 AC8131                          STATION RECOVERY (2002)
 AC8131
 AC8131'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8132 ***********************************************************************
 AC8132  DESIGNATION -  7001 AB
 AC8132  PID         -  AC8132
 AC8132  STATE/COUNTY-  MN/SCOTT
 AC8132  USGS QUAD   -  JORDAN EAST (1981)
 AC8132
 AC8132                         *CURRENT SURVEY CONTROL
 AC8132  ___________________________________________________________________
 AC8132* NAD 83(1986)-  44 40 00.     (N)    093 30 06.     (W)     SCALED    
 AC8132* NAVD 88     -       284.108  (meters)     932.11   (feet)  ADJUSTED  
 AC8132  ___________________________________________________________________
 AC8132  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AC8132  DYNAMIC HT  -         284.095 (meters)     932.07  (feet)  COMP
 AC8132  MODELED GRAV-     980,562.9   (mgal)                       NAVD 88
 AC8132
 AC8132  VERT ORDER  -  SECOND    CLASS I
 AC8132
 AC8132.The horizontal coordinates were scaled from a topographic map and have
 AC8132.an estimated accuracy of +/- 6 seconds.
 AC8132
 AC8132.The orthometric height was determined by differential leveling
 AC8132.and adjusted by the National Geodetic Survey in September 1997..
 AC8132
 AC8132.The geoid height was determined by GEOID03.
 AC8132
 AC8132.The dynamic height is computed by dividing the NAVD 88
 AC8132.geopotential number by the normal gravity value computed on the
 AC8132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8132.degrees latitude (g = 980.6199 gals.).
 AC8132
 AC8132.The modeled gravity was interpolated from observed gravity values.
 AC8132
 AC8132;                    North         East    Units  Estimated Accuracy
 AC8132;SPC MN S     -   285,310.      839,520.      MT  (+/- 180 meters Scaled)
 AC8132
 AC8132                          SUPERSEDED SURVEY CONTROL
 AC8132
 AC8132.No superseded survey control is available for this station.
 AC8132
 AC8132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK602460(NAD 83)
 AC8132_MARKER: DD = SURVEY DISK
 AC8132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8132_STAMPING: 7001 AB 1980
 AC8132_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8132
 AC8132  HISTORY     - Date     Condition        Report By
 AC8132  HISTORY     - 1980     MONUMENTED       MNDT
 AC8132  HISTORY     - 20021023 GOOD             USPSQD
 AC8132
 AC8132                          STATION DESCRIPTION
 AC8132
 AC8132'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8132'THE MARK IS LOCATED ABOUT 0.9 MILE NORTH ALONG TRUNK HIGHWAY 13 FROM
 AC8132'ITS JUNCTION WITH COUNTY ROAD 10 IN LYDIA IN THE SE 1/4 OF SECTION 18,
 AC8132'T114N, R22W, NEAR HIGHWAY 13 MILEPOINT 79.35.  IT IS 80 FEET WEST OF
 AC8132'THE CENTERLINE OF HIGHWAY 13, 88 FEET NORTH OF A GRAVEL DRIVEWAY, 4
 AC8132'FEET SOUTH OF A POWER POLE, 1 FOOT EAST OF A STEEL WITNESS POST.  THE
 AC8132'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---7001 AB 1980---, IS
 AC8132'SET IN THE TOP OF A MAGNETIC 6 FOOT PRECAST CONCRETE POST 2 INCHES
 AC8132'ABOVE THE SURFACE OF THE GROUND.
 AC8132
 AC8132                          STATION RECOVERY (2002)
 AC8132
 AC8132'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3008 ***********************************************************************
 PP3008  DESIGNATION -  7001 AC
 PP3008  PID         -  PP3008
 PP3008  STATE/COUNTY-  MN/SCOTT
 PP3008  USGS QUAD   -  JORDAN EAST (1981)
 PP3008
 PP3008                         *CURRENT SURVEY CONTROL
 PP3008  ___________________________________________________________________
 PP3008* NAD 83(1996)-  44 39 33.58486(N)    093 30 04.83168(W)     ADJUSTED  
 PP3008* NAVD 88     -       290.423  (meters)     952.83   (feet)  ADJUSTED  
 PP3008  ___________________________________________________________________
 PP3008  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 PP3008  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 PP3008  DYNAMIC HT  -         290.409 (meters)     952.78  (feet)  COMP
 PP3008  MODELED GRAV-     980,561.3   (mgal)                       NAVD 88
 PP3008
 PP3008  HORZ ORDER  -  SECOND
 PP3008  VERT ORDER  -  SECOND    CLASS I
 PP3008
 PP3008.The horizontal coordinates were established by classical geodetic methods
 PP3008.and adjusted by the National Geodetic Survey in March 1999..
 PP3008
 PP3008.The orthometric height was determined by differential leveling
 PP3008.and adjusted by the National Geodetic Survey in September 1997..
 PP3008
 PP3008.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3008
 PP3008.The geoid height was determined by GEOID03.
 PP3008
 PP3008.The dynamic height is computed by dividing the NAVD 88
 PP3008.geopotential number by the normal gravity value computed on the
 PP3008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3008.degrees latitude (g = 980.6199 gals.).
 PP3008
 PP3008.The modeled gravity was interpolated from observed gravity values.
 PP3008
 PP3008;                    North         East     Units Scale Factor Converg.
 PP3008;SPC MN S     -   284,491.449   839,546.705   MT  0.99992582   +0 20 58.3
 PP3008;UTM  15      - 4,945,229.548   460,253.118   MT  0.99961943   -0 21 08.6
 PP3008
 PP3008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3008!SPC MN S     -   0.99995869  x   0.99992582  =   0.99988452
 PP3008!UTM  15      -   0.99995869  x   0.99961943  =   0.99957814
 PP3008
 PP3008                          SUPERSEDED SURVEY CONTROL
 PP3008
 PP3008  NAD 83(1986)-  44 39 33.57789(N)    093 30 04.82772(W) AD(       ) 2
 PP3008  NAD 27      -  44 39 33.71270(N)    093 30 04.00315(W) AD(       ) 2
 PP3008
 PP3008.Superseded values are not recommended for survey control.
 PP3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3008.See file dsdata.txt to determine how the superseded data were derived.
 PP3008
 PP3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6025345230(NAD 83)
 PP3008_MARKER: DD = SURVEY DISK
 PP3008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP3008_STAMPING: 7001 AC 1980
 PP3008_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3008
 PP3008  HISTORY     - Date     Condition        Report By
 PP3008  HISTORY     - 1980     MONUMENTED       MNDT
 PP3008  HISTORY     - 1980     GOOD             MNDT
 PP3008  HISTORY     - 20021023 GOOD             USPSQD
 PP3008
 PP3008                          STATION DESCRIPTION
 PP3008
 PP3008'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 PP3008'THE MARK IS LOCATED ABOUT 0.45 MILE NORTH ALONG TRUNK HIGHWAY 13 FROM
 PP3008'ITS JUNCTION WITH COUNTY ROAD 10 IN LYDIA IN THE NE 1/4 OF SECTION 30,
 PP3008'T114N, R22W, NEAR HIGHWAY 13 MILEPOINT 78.9.  IT IS 90 FEET WEST OF
 PP3008'THE CENTERLINE OF HIGHWAY 13, 180 FEET SOUTH OF A GRAVEL DRIVEWAY TO
 PP3008'THE WEST, 3.5 FEET EAST OF A POWER POLE, AND 1.0 FOOT EAST OF A STEEL
 PP3008'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP3008'STAMPED---7001 AC 1980---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG
 PP3008'PRECAST CONCRETE POST THAT IS BURIED 2 INCHES BELOW THE SURFACE OF THE
 PP3008'GROUND.
 PP3008
 PP3008                          STATION RECOVERY (2002)
 PP3008
 PP3008'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP3008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8133 ***********************************************************************
 AC8133  DESIGNATION -  7001 AD
 AC8133  PID         -  AC8133
 AC8133  STATE/COUNTY-  MN/SCOTT
 AC8133  USGS QUAD   -  JORDAN EAST (1981)
 AC8133
 AC8133                         *CURRENT SURVEY CONTROL
 AC8133  ___________________________________________________________________
 AC8133* NAD 83(1986)-  44 39 12.     (N)    093 30 03.     (W)     SCALED    
 AC8133* NAVD 88     -       287.098  (meters)     941.92   (feet)  ADJUSTED  
 AC8133  ___________________________________________________________________
 AC8133  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AC8133  DYNAMIC HT  -         287.084 (meters)     941.87  (feet)  COMP
 AC8133  MODELED GRAV-     980,560.0   (mgal)                       NAVD 88
 AC8133
 AC8133  VERT ORDER  -  SECOND    CLASS I
 AC8133
 AC8133.The horizontal coordinates were scaled from a topographic map and have
 AC8133.an estimated accuracy of +/- 6 seconds.
 AC8133
 AC8133.The orthometric height was determined by differential leveling
 AC8133.and adjusted by the National Geodetic Survey in September 1997..
 AC8133
 AC8133.The geoid height was determined by GEOID03.
 AC8133
 AC8133.The dynamic height is computed by dividing the NAVD 88
 AC8133.geopotential number by the normal gravity value computed on the
 AC8133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8133.degrees latitude (g = 980.6199 gals.).
 AC8133
 AC8133.The modeled gravity was interpolated from observed gravity values.
 AC8133
 AC8133;                    North         East    Units  Estimated Accuracy
 AC8133;SPC MN S     -   283,830.      839,590.      MT  (+/- 180 meters Scaled)
 AC8133
 AC8133                          SUPERSEDED SURVEY CONTROL
 AC8133
 AC8133.No superseded survey control is available for this station.
 AC8133
 AC8133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK602445(NAD 83)
 AC8133_MARKER: DD = SURVEY DISK
 AC8133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8133_STAMPING: 7001 AD 1980
 AC8133_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8133
 AC8133  HISTORY     - Date     Condition        Report By
 AC8133  HISTORY     - 1980     MONUMENTED       MNDT
 AC8133  HISTORY     - 20021023 GOOD             USPSQD
 AC8133
 AC8133                          STATION DESCRIPTION
 AC8133
 AC8133'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8133'THE MARK IS LOCATED NEAR THE JUNCTION OF TRUNK HIGHWAY 13 AND COUNTY
 AC8133'ROAD 10 IN LYDIA IN THE NE 1/4 OF SECTION 30, T114N, R22W, NEAR TRUNK
 AC8133'HIGHWAY 13 MILEPOINT 78.45.  IT IS 84 FEET EAST OF THE CENTERLINE OF
 AC8133'TRUNK HIGHWAY 13, 110 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 10,
 AC8133'103 FEET WEST OF THE NORTHWEST CORNER OF A CHURCH, AND 1.0 FOOT WEST
 AC8133'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AC8133'STAMPED---7001 AD 1980---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG
 AC8133'PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 AC8133
 AC8133                          STATION RECOVERY (2002)
 AC8133
 AC8133'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8134 ***********************************************************************
 AC8134  DESIGNATION -  7001 AE
 AC8134  PID         -  AC8134
 AC8134  STATE/COUNTY-  MN/SCOTT
 AC8134  USGS QUAD   -  JORDAN EAST (1981)
 AC8134
 AC8134                         *CURRENT SURVEY CONTROL
 AC8134  ___________________________________________________________________
 AC8134* NAD 83(1986)-  44 38 41.     (N)    093 30 06.     (W)     SCALED    
 AC8134* NAVD 88     -       289.869  (meters)     951.01   (feet)  ADJUSTED  
 AC8134  ___________________________________________________________________
 AC8134  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AC8134  DYNAMIC HT  -         289.854 (meters)     950.96  (feet)  COMP
 AC8134  MODELED GRAV-     980,558.3   (mgal)                       NAVD 88
 AC8134
 AC8134  VERT ORDER  -  SECOND    CLASS I
 AC8134
 AC8134.The horizontal coordinates were scaled from a topographic map and have
 AC8134.an estimated accuracy of +/- 6 seconds.
 AC8134
 AC8134.The orthometric height was determined by differential leveling
 AC8134.and adjusted by the National Geodetic Survey in September 1997..
 AC8134
 AC8134.The geoid height was determined by GEOID03.
 AC8134
 AC8134.The dynamic height is computed by dividing the NAVD 88
 AC8134.geopotential number by the normal gravity value computed on the
 AC8134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8134.degrees latitude (g = 980.6199 gals.).
 AC8134
 AC8134.The modeled gravity was interpolated from observed gravity values.
 AC8134
 AC8134;                    North         East    Units  Estimated Accuracy
 AC8134;SPC MN S     -   282,870.      839,530.      MT  (+/- 180 meters Scaled)
 AC8134
 AC8134                          SUPERSEDED SURVEY CONTROL
 AC8134
 AC8134.No superseded survey control is available for this station.
 AC8134
 AC8134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK602436(NAD 83)
 AC8134_MARKER: DD = SURVEY DISK
 AC8134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8134_STAMPING: 7001 AE 1980
 AC8134_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8134
 AC8134  HISTORY     - Date     Condition        Report By
 AC8134  HISTORY     - 1980     MONUMENTED       MNDT
 AC8134  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 AC8134
 AC8134                          STATION DESCRIPTION
 AC8134
 AC8134'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8134'THE MARK IS LOCATED ABOUT 0.55 MILE SOUTH ALONG TRUNK HIGHWAY 13 FROM
 AC8134'ITS JUNCTION WITH COUNTY ROAD 10 IN LYDIA IN THE NE 1/4 OF SECTION 31,
 AC8134'T114N, R22W, NEAR HIGHWAY 13 MILEPOINT 77.9.  IT IS 98 FEET WEST OF
 AC8134'THE CENTERLINE OF HIGHWAY 13, 140 FEET NORTH OF A FIELD ENTRANCE TO
 AC8134'THE WEST, 34 FEET NORTH OF A POWER POLE, 5 FEET SOUTHEAST OF A FENCE
 AC8134'CORNER, 1 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AC8134'MNHD BENCH MARK DISK STAMPED---7001 AE 1980---, IS SET IN THE TOP OF A
 AC8134'MAGNETIC 6 FOOT PRECAST CONCRETE POST 2 INCHES BELOW THE SURFACE OF
 AC8134'THE GROUND.
 AC8134
 AC8134                          STATION RECOVERY (2002)
 AC8134
 AC8134'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8137 ***********************************************************************
 AC8137  DESIGNATION -  7001 AG
 AC8137  PID         -  AC8137
 AC8137  STATE/COUNTY-  MN/SCOTT
 AC8137  USGS QUAD   -  NEW PRAGUE (1981)
 AC8137
 AC8137                         *CURRENT SURVEY CONTROL
 AC8137  ___________________________________________________________________
 AC8137* NAD 83(1986)-  44 37 18.     (N)    093 30 10.     (W)     SCALED    
 AC8137* NAVD 88     -       286.024  (meters)     938.40   (feet)  ADJUSTED  
 AC8137  ___________________________________________________________________
 AC8137  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AC8137  DYNAMIC HT  -         286.008 (meters)     938.34  (feet)  COMP
 AC8137  MODELED GRAV-     980,553.6   (mgal)                       NAVD 88
 AC8137
 AC8137  VERT ORDER  -  SECOND    CLASS I
 AC8137
 AC8137.The horizontal coordinates were scaled from a topographic map and have
 AC8137.an estimated accuracy of +/- 6 seconds.
 AC8137
 AC8137.The orthometric height was determined by differential leveling
 AC8137.and adjusted by the National Geodetic Survey in September 1997..
 AC8137
 AC8137.The geoid height was determined by GEOID03.
 AC8137
 AC8137.The dynamic height is computed by dividing the NAVD 88
 AC8137.geopotential number by the normal gravity value computed on the
 AC8137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8137.degrees latitude (g = 980.6199 gals.).
 AC8137
 AC8137.The modeled gravity was interpolated from observed gravity values.
 AC8137
 AC8137;                    North         East    Units  Estimated Accuracy
 AC8137;SPC MN S     -   280,310.      839,460.      MT  (+/- 180 meters Scaled)
 AC8137
 AC8137                          SUPERSEDED SURVEY CONTROL
 AC8137
 AC8137.No superseded survey control is available for this station.
 AC8137
 AC8137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK601410(NAD 83)
 AC8137_MARKER: DD = SURVEY DISK
 AC8137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8137_STAMPING: 7001 AG 1980
 AC8137_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8137
 AC8137  HISTORY     - Date     Condition        Report By
 AC8137  HISTORY     - 1980     MONUMENTED       MNDT
 AC8137
 AC8137                          STATION DESCRIPTION
 AC8137
 AC8137'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8137'THE MARK IS LOCATED ABOUT 2.2 MILES SOUTH ALONG TRUNK HIGHWAY 13 FROM
 AC8137'ITS JUNCTION WITH COUNTY ROAD 10 IN LYDIA IN THE SE 1/4 OF SECTION 6,
 AC8137'T113N, R22W, NEAR HIGHWAY 13 MILEPOINT 76.3.  IT IS 95 FEET WEST OF
 AC8137'THE CENTERLINE OF HIGHWAY 13, 30 FEET SOUTH OF A FIELD ENTRANCE TO THE
 AC8137'WEST, 4 FEET EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AC8137'BENCH MARK DISK STAMPED---7001 AG 1980---, IS SET IN THE TOP OF A
 AC8137'MAGNETIC 6 FOOT LONG PRECAST CONCRETE POST THAT IS FLUSH WITH THE
 AC8137'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8138 ***********************************************************************
 AC8138  DESIGNATION -  7001 AH
 AC8138  PID         -  AC8138
 AC8138  STATE/COUNTY-  MN/SCOTT
 AC8138  USGS QUAD   -  NEW PRAGUE (1981)
 AC8138
 AC8138                         *CURRENT SURVEY CONTROL
 AC8138  ___________________________________________________________________
 AC8138* NAD 83(1986)-  44 37 00.     (N)    093 30 09.     (W)     SCALED    
 AC8138* NAVD 88     -       289.402  (meters)     949.48   (feet)  ADJUSTED  
 AC8138  ___________________________________________________________________
 AC8138  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AC8138  DYNAMIC HT  -         289.386 (meters)     949.43  (feet)  COMP
 AC8138  MODELED GRAV-     980,552.6   (mgal)                       NAVD 88
 AC8138
 AC8138  VERT ORDER  -  SECOND    CLASS I
 AC8138
 AC8138.The horizontal coordinates were scaled from a topographic map and have
 AC8138.an estimated accuracy of +/- 6 seconds.
 AC8138
 AC8138.The orthometric height was determined by differential leveling
 AC8138.and adjusted by the National Geodetic Survey in September 1997..
 AC8138
 AC8138.The geoid height was determined by GEOID03.
 AC8138
 AC8138.The dynamic height is computed by dividing the NAVD 88
 AC8138.geopotential number by the normal gravity value computed on the
 AC8138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8138.degrees latitude (g = 980.6199 gals.).
 AC8138
 AC8138.The modeled gravity was interpolated from observed gravity values.
 AC8138
 AC8138;                    North         East    Units  Estimated Accuracy
 AC8138;SPC MN S     -   279,750.      839,480.      MT  (+/- 180 meters Scaled)
 AC8138
 AC8138                          SUPERSEDED SURVEY CONTROL
 AC8138
 AC8138.No superseded survey control is available for this station.
 AC8138
 AC8138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK601404(NAD 83)
 AC8138_MARKER: DD = SURVEY DISK
 AC8138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8138_STAMPING: 7001 AH 1980
 AC8138_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8138
 AC8138  HISTORY     - Date     Condition        Report By
 AC8138  HISTORY     - 1980     MONUMENTED       MNDT
 AC8138
 AC8138                          STATION DESCRIPTION
 AC8138
 AC8138'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8138'THE MARK IS LOCATED 2.6 MILES SOUTH ALONG TRUNK HIGHWAY 13 FROM ITS
 AC8138'JUNCTION WITH COUNTY ROAD 10 IN LYDIA, IN THE SE 1/4 OF SECTION 6,
 AC8138'T113N, R22W.  THE MARK IS IN THE NORTHWEST QUADRANT OF THE
 AC8138'INTERSECTION OF TRUNK HIGHWAY 13 AND A GRAVEL ROAD TO THE WEST, 90
 AC8138'FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 13 AT MILEPOINT 75.9, 36
 AC8138'FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 6 FEET NORTHEAST OF A
 AC8138'POWER POLE WITH TWO ANCHORS, AND 1.0 FOOT EAST OF A STEEL WITNESS
 AC8138'POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7001 AH
 AC8138'1980---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG PRECAST CONCRETE
 AC8138'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8139 ***********************************************************************
 AC8139  DESIGNATION -  7001 AJ
 AC8139  PID         -  AC8139
 AC8139  STATE/COUNTY-  MN/SCOTT
 AC8139  USGS QUAD   -  NEW PRAGUE (1981)
 AC8139
 AC8139                         *CURRENT SURVEY CONTROL
 AC8139  ___________________________________________________________________
 AC8139* NAD 83(1986)-  44 36 31.     (N)    093 30 05.     (W)     SCALED    
 AC8139* NAVD 88     -       295.065  (meters)     968.06   (feet)  ADJUSTED  
 AC8139  ___________________________________________________________________
 AC8139  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AC8139  DYNAMIC HT  -         295.048 (meters)     968.00  (feet)  COMP
 AC8139  MODELED GRAV-     980,550.8   (mgal)                       NAVD 88
 AC8139
 AC8139  VERT ORDER  -  SECOND    CLASS I
 AC8139
 AC8139.The horizontal coordinates were scaled from a topographic map and have
 AC8139.an estimated accuracy of +/- 6 seconds.
 AC8139
 AC8139.The orthometric height was determined by differential leveling
 AC8139.and adjusted by the National Geodetic Survey in September 1997..
 AC8139
 AC8139.The geoid height was determined by GEOID03.
 AC8139
 AC8139.The dynamic height is computed by dividing the NAVD 88
 AC8139.geopotential number by the normal gravity value computed on the
 AC8139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8139.degrees latitude (g = 980.6199 gals.).
 AC8139
 AC8139.The modeled gravity was interpolated from observed gravity values.
 AC8139
 AC8139;                    North         East    Units  Estimated Accuracy
 AC8139;SPC MN S     -   278,860.      839,580.      MT  (+/- 180 meters Scaled)
 AC8139
 AC8139                          SUPERSEDED SURVEY CONTROL
 AC8139
 AC8139.No superseded survey control is available for this station.
 AC8139
 AC8139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK602395(NAD 83)
 AC8139_MARKER: DD = SURVEY DISK
 AC8139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8139_STAMPING: 7001 AJ 1980
 AC8139_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8139
 AC8139  HISTORY     - Date     Condition        Report By
 AC8139  HISTORY     - 1980     MONUMENTED       MNDT
 AC8139
 AC8139                          STATION DESCRIPTION
 AC8139
 AC8139'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8139'THE MARK IS LOCATED 3.1 MILES SOUTH ALONG TRUNK HIGHWAY 13 FROM ITS
 AC8139'JUNCTION WITH COUNTY ROAD 10 IN LYDIA, IN THE SW 1/4 OF SECTION 8,
 AC8139'T113N, R22W.  THE MARK IS 90 FEET EAST OF THE CENTERLINE OF TRUNK
 AC8139'HIGHWAY 13 AT MILEPOINT 75.4, AT THE WEST END OF A ROW OF TREES ON A
 AC8139'FENCELINE EXTENDING EAST, IN THE CENTER OF A FIELD ENTRANCE, AND 1.0
 AC8139'FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 AC8139'CONTROL MONUMENT DISK STAMPED---7001 AJ 1980---, IS SET IN THE TOP OF
 AC8139'A MAGNETIC 6 FOOT LONG PRECAST CONCRETE POST THAT IS FLUSH WITH THE
 AC8139'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8142 ***********************************************************************
 AC8142  DESIGNATION -  7001 AL
 AC8142  PID         -  AC8142
 AC8142  STATE/COUNTY-  MN/SCOTT
 AC8142  USGS QUAD   -  NEW PRAGUE (1981)
 AC8142
 AC8142                         *CURRENT SURVEY CONTROL
 AC8142  ___________________________________________________________________
 AC8142* NAD 83(1986)-  44 35 28.     (N)    093 30 21.     (W)     SCALED    
 AC8142* NAVD 88     -       292.217  (meters)     958.72   (feet)  ADJUSTED  
 AC8142  ___________________________________________________________________
 AC8142  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AC8142  DYNAMIC HT  -         292.199 (meters)     958.66  (feet)  COMP
 AC8142  MODELED GRAV-     980,547.5   (mgal)                       NAVD 88
 AC8142
 AC8142  VERT ORDER  -  SECOND    CLASS I
 AC8142
 AC8142.The horizontal coordinates were scaled from a topographic map and have
 AC8142.an estimated accuracy of +/- 6 seconds.
 AC8142
 AC8142.The orthometric height was determined by differential leveling
 AC8142.and adjusted by the National Geodetic Survey in September 1997..
 AC8142
 AC8142.The geoid height was determined by GEOID03.
 AC8142
 AC8142.The dynamic height is computed by dividing the NAVD 88
 AC8142.geopotential number by the normal gravity value computed on the
 AC8142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8142.degrees latitude (g = 980.6199 gals.).
 AC8142
 AC8142.The modeled gravity was interpolated from observed gravity values.
 AC8142
 AC8142;                    North         East    Units  Estimated Accuracy
 AC8142;SPC MN S     -   276,910.      839,240.      MT  (+/- 180 meters Scaled)
 AC8142
 AC8142                          SUPERSEDED SURVEY CONTROL
 AC8142
 AC8142.No superseded survey control is available for this station.
 AC8142
 AC8142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK598376(NAD 83)
 AC8142_MARKER: DD = SURVEY DISK
 AC8142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8142_STAMPING: 7001 AL 1980
 AC8142_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8142
 AC8142  HISTORY     - Date     Condition        Report By
 AC8142  HISTORY     - 1980     MONUMENTED       MNDT
 AC8142
 AC8142                          STATION DESCRIPTION
 AC8142
 AC8142'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8142'THE MARK IS LOCATED 4.45 MILES SOUTH ALONG TRUNK HIGHWAY 13 FROM ITS
 AC8142'JUNCTION WITH COUNTY ROAD 10 IN LYDIA, IN THE SE 1/4 OF SECTION 18,
 AC8142'T113N, R22W.  THE MARK IS EAST OF THE CENTERLINE OF TRUNK HIGHWAY 13
 AC8142'AT MILEPOINT 74.1, 80 FEET SOUTHEAST OF A POWER POLE WITH 2 ANCHORS,
 AC8142'37 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 2, AND 1.0 FOOT
 AC8142'WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK
 AC8142'DISK STAMPED---7001 AL 1980---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT
 AC8142'LONG PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 AC8142'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8144 ***********************************************************************
 AC8144  DESIGNATION -  7001 AN
 AC8144  PID         -  AC8144
 AC8144  STATE/COUNTY-  MN/SCOTT
 AC8144  USGS QUAD   -  NEW PRAGUE (1981)
 AC8144
 AC8144                         *CURRENT SURVEY CONTROL
 AC8144  ___________________________________________________________________
 AC8144* NAD 83(1986)-  44 34 37.     (N)    093 30 26.     (W)     SCALED    
 AC8144* NAVD 88     -       302.033  (meters)     990.92   (feet)  ADJUSTED  
 AC8144  ___________________________________________________________________
 AC8144  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AC8144  DYNAMIC HT  -         302.013 (meters)     990.85  (feet)  COMP
 AC8144  MODELED GRAV-     980,544.5   (mgal)                       NAVD 88
 AC8144
 AC8144  VERT ORDER  -  SECOND    CLASS I
 AC8144
 AC8144.The horizontal coordinates were scaled from a topographic map and have
 AC8144.an estimated accuracy of +/- 6 seconds.
 AC8144
 AC8144.The orthometric height was determined by differential leveling
 AC8144.and adjusted by the National Geodetic Survey in September 1997..
 AC8144
 AC8144.The geoid height was determined by GEOID03.
 AC8144
 AC8144.The dynamic height is computed by dividing the NAVD 88
 AC8144.geopotential number by the normal gravity value computed on the
 AC8144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8144.degrees latitude (g = 980.6199 gals.).
 AC8144
 AC8144.The modeled gravity was interpolated from observed gravity values.
 AC8144
 AC8144;                    North         East    Units  Estimated Accuracy
 AC8144;SPC MN S     -   275,340.      839,140.      MT  (+/- 180 meters Scaled)
 AC8144
 AC8144                          SUPERSEDED SURVEY CONTROL
 AC8144
 AC8144.No superseded survey control is available for this station.
 AC8144
 AC8144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK597360(NAD 83)
 AC8144_MARKER: DD = SURVEY DISK
 AC8144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8144_STAMPING: 7001 AN 1980
 AC8144_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8144
 AC8144  HISTORY     - Date     Condition        Report By
 AC8144  HISTORY     - 1980     MONUMENTED       MNDT
 AC8144
 AC8144                          STATION DESCRIPTION
 AC8144
 AC8144'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8144'THE MARK IS LOCATED 5.5 MILES SOUTH ALONG TRUNK HIGHWAY 13 FROM ITS
 AC8144'JUNCTION WITH COUNTY ROAD 10 IN LYDIA, OR 4.1 MILES EAST ALONG TRUNK
 AC8144'HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, THEN
 AC8144'2.35 MILES NORTH ON TRUNK HIGHWAY 13, IN THE SE 1/4 OF SECTION 19,
 AC8144'T113N, R22W.  THE MARK IS ABOUT 500 FEET SOUTHWEST OF RADIO STATION
 AC8144'KCHK, 93 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 13 AT MILEPOINT
 AC8144'73.05, 10 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE TO THE WEST, 4
 AC8144'FEET EAST OF A POWER POLE, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.
 AC8144'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7001 AN 1980---,
 AC8144'IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG PRECAST CONCRETE POST THAT
 AC8144'IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8145 ***********************************************************************
 AC8145  DESIGNATION -  7001 AP
 AC8145  PID         -  AC8145
 AC8145  STATE/COUNTY-  MN/SCOTT
 AC8145  USGS QUAD   -  NEW PRAGUE (1981)
 AC8145
 AC8145                         *CURRENT SURVEY CONTROL
 AC8145  ___________________________________________________________________
 AC8145* NAD 83(1986)-  44 34 08.     (N)    093 30 11.     (W)     SCALED    
 AC8145* NAVD 88     -       296.128  (meters)     971.55   (feet)  ADJUSTED  
 AC8145  ___________________________________________________________________
 AC8145  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AC8145  DYNAMIC HT  -         296.108 (meters)     971.48  (feet)  COMP
 AC8145  MODELED GRAV-     980,542.3   (mgal)                       NAVD 88
 AC8145
 AC8145  VERT ORDER  -  SECOND    CLASS I
 AC8145
 AC8145.The horizontal coordinates were scaled from a topographic map and have
 AC8145.an estimated accuracy of +/- 6 seconds.
 AC8145
 AC8145.The orthometric height was determined by differential leveling
 AC8145.and adjusted by the National Geodetic Survey in September 1997..
 AC8145
 AC8145.The geoid height was determined by GEOID03.
 AC8145
 AC8145.The dynamic height is computed by dividing the NAVD 88
 AC8145.geopotential number by the normal gravity value computed on the
 AC8145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8145.degrees latitude (g = 980.6199 gals.).
 AC8145
 AC8145.The modeled gravity was interpolated from observed gravity values.
 AC8145
 AC8145;                    North         East    Units  Estimated Accuracy
 AC8145;SPC MN S     -   274,440.      839,470.      MT  (+/- 180 meters Scaled)
 AC8145
 AC8145                          SUPERSEDED SURVEY CONTROL
 AC8145
 AC8145.No superseded survey control is available for this station.
 AC8145
 AC8145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK600351(NAD 83)
 AC8145_MARKER: DD = SURVEY DISK
 AC8145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8145_STAMPING: 7001 AP 1980
 AC8145_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8145
 AC8145  HISTORY     - Date     Condition        Report By
 AC8145  HISTORY     - 1980     MONUMENTED       MNDT
 AC8145
 AC8145                          STATION DESCRIPTION
 AC8145
 AC8145'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8145'THE MARK IS LOCATED 4.1 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8145'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, THEN 1.8 MILES NORTH ON
 AC8145'TRUNK HIGHWAY 13, IN THE NE 1/4 OF SECTION 30, T113N, R22W.  THE MARK
 AC8145'IS 96 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 13 AT MILEPOINT
 AC8145'72.5, 70 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 54 EXTENDED TO
 AC8145'THE EAST, 10 FEET SOUTH OF A WOOD POST BY A TELEPHONE PEDESTAL, AND
 AC8145'1.0 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AC8145'BENCH MARK DISK STAMPED---7001 AP 1980---, IS SET IN THE TOP OF A
 AC8145'MAGNETIC 6 FOOT LONG PRECAST CONCRETE POST THAT IS BURIED 2 INCHES
 AC8145'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8146 ***********************************************************************
 AC8146  DESIGNATION -  7001 AQ
 AC8146  PID         -  AC8146
 AC8146  STATE/COUNTY-  MN/SCOTT
 AC8146  USGS QUAD   -  NEW PRAGUE (1981)
 AC8146
 AC8146                         *CURRENT SURVEY CONTROL
 AC8146  ___________________________________________________________________
 AC8146* NAD 83(1986)-  44 33 50.     (N)    093 30 07.     (W)     SCALED    
 AC8146* NAVD 88     -       299.214  (meters)     981.67   (feet)  ADJUSTED  
 AC8146  ___________________________________________________________________
 AC8146  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AC8146  DYNAMIC HT  -         299.194 (meters)     981.61  (feet)  COMP
 AC8146  MODELED GRAV-     980,541.0   (mgal)                       NAVD 88
 AC8146
 AC8146  VERT ORDER  -  SECOND    CLASS I
 AC8146
 AC8146.The horizontal coordinates were scaled from a topographic map and have
 AC8146.an estimated accuracy of +/- 6 seconds.
 AC8146
 AC8146.The orthometric height was determined by differential leveling
 AC8146.and adjusted by the National Geodetic Survey in September 1997..
 AC8146
 AC8146.The geoid height was determined by GEOID03.
 AC8146
 AC8146.The dynamic height is computed by dividing the NAVD 88
 AC8146.geopotential number by the normal gravity value computed on the
 AC8146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8146.degrees latitude (g = 980.6199 gals.).
 AC8146
 AC8146.The modeled gravity was interpolated from observed gravity values.
 AC8146
 AC8146;                    North         East    Units  Estimated Accuracy
 AC8146;SPC MN S     -   273,890.      839,560.      MT  (+/- 180 meters Scaled)
 AC8146
 AC8146                          SUPERSEDED SURVEY CONTROL
 AC8146
 AC8146.No superseded survey control is available for this station.
 AC8146
 AC8146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK601346(NAD 83)
 AC8146_MARKER: DD = SURVEY DISK
 AC8146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8146_STAMPING: 7001 AQ 1980
 AC8146_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8146
 AC8146  HISTORY     - Date     Condition        Report By
 AC8146  HISTORY     - 1980     MONUMENTED       MNDT
 AC8146
 AC8146                          STATION DESCRIPTION
 AC8146
 AC8146'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8146'THE MARK IS LOCATED 4.1 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8146'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, THEN 1.55 MILES NORTH ON
 AC8146'TRUNK HIGHWAY 13, IN THE SE 1/4 OF SECTION 30, T113N, R22W.  THE MARK
 AC8146'IS 53 FEET SOUTH OF THE NORTH END OF THE DEPRESSED MEDIAN OF TRUNK
 AC8146'HIGHWAY 13 AT MILEPOINT 72.25, 22 FEET WEST OF THE CENTERLINE OF THE
 AC8146'NORTHBOUND LANE OF TRUNK HIGHWAY 13, 22 FEET EAST OF THE CENTERLINE OF
 AC8146'THE SOUTHBOUND LANE OF TRUNK HIGHWAY 13, AND 0.5 FOOT WEST OF A STEEL
 AC8146'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AC8146'STAMPED---7001 AQ 1980---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG
 AC8146'PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8149 ***********************************************************************
 AC8149  DESIGNATION -  7001 AS
 AC8149  PID         -  AC8149
 AC8149  STATE/COUNTY-  MN/SCOTT
 AC8149  USGS QUAD   -  NEW PRAGUE (1981)
 AC8149
 AC8149                         *CURRENT SURVEY CONTROL
 AC8149  ___________________________________________________________________
 AC8149* NAD 83(1986)-  44 32 37.     (N)    093 30 08.     (W)     SCALED    
 AC8149* NAVD 88     -       312.614  (meters)    1025.63   (feet)  ADJUSTED  
 AC8149  ___________________________________________________________________
 AC8149  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AC8149  DYNAMIC HT  -         312.591 (meters)    1025.56  (feet)  COMP
 AC8149  MODELED GRAV-     980,535.9   (mgal)                       NAVD 88
 AC8149
 AC8149  VERT ORDER  -  SECOND    CLASS I
 AC8149
 AC8149.The horizontal coordinates were scaled from a topographic map and have
 AC8149.an estimated accuracy of +/- 6 seconds.
 AC8149
 AC8149.The orthometric height was determined by differential leveling
 AC8149.and adjusted by the National Geodetic Survey in September 1997..
 AC8149
 AC8149.The geoid height was determined by GEOID03.
 AC8149
 AC8149.The dynamic height is computed by dividing the NAVD 88
 AC8149.geopotential number by the normal gravity value computed on the
 AC8149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8149.degrees latitude (g = 980.6199 gals.).
 AC8149
 AC8149.The modeled gravity was interpolated from observed gravity values.
 AC8149
 AC8149;                    North         East    Units  Estimated Accuracy
 AC8149;SPC MN S     -   271,630.      839,560.      MT  (+/- 180 meters Scaled)
 AC8149
 AC8149                          SUPERSEDED SURVEY CONTROL
 AC8149
 AC8149.No superseded survey control is available for this station.
 AC8149
 AC8149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK601323(NAD 83)
 AC8149_MARKER: DD = SURVEY DISK
 AC8149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8149_STAMPING: 7001 AS 1980
 AC8149_MARK LOGO: MNDT  
 AC8149_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8149
 AC8149  HISTORY     - Date     Condition        Report By
 AC8149  HISTORY     - 1980     MONUMENTED       MNDT
 AC8149  HISTORY     - 1983     GOOD             MNDT
 AC8149
 AC8149                          STATION DESCRIPTION
 AC8149
 AC8149'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8149'THE MARK IS LOCATED 4.1 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8149'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE NORTHEAST
 AC8149'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 13,
 AC8149'IN THE SE 1/4 OF SECTION 31, T113N, R22W.  THE MARK IS 124 FEET NORTH
 AC8149'OF THE CENTERLINE OF THE WESTBOUND LANE OF TRUNK HIGHWAY 19 AT
 AC8149'MILEPOINT 154.9, 20 FEET EAST OF THE CENTERLINE OF THE SOUTHBOUND LANE
 AC8149'OF TRUNK HIGHWAY 13, IN THE MEDIAN BETWEEN THE LANES OF TRUNK HIGHWAY
 AC8149'13, AND 1.0 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AC8149'MNDT BENCH MARK DISK STAMPED---7001 AS 1980---, IS SET IN THE TOP OF A
 AC8149'MAGNETIC 6 FOOT LONG PRECAST CONCRETE POST THAT PROJECTS 3 INCHES
 AC8149'ABOVE THE SURFACE OF THE GROUND.
 AC8149
 AC8149                          STATION RECOVERY (1983)
 AC8149
 AC8149'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 AC8149'4.1 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK
 AC8149'HIGHWAY 21 IN NEW PRAGUE, IN THE NORTHEAST QUADRANT OF THE INTER-
 AC8149'SECTION OF HIGHWAY 19 AND TRUNK HIGHWAY 13, IN THE SOUTHEAST 1/4 OF
 AC8149'SECTION 31, T113N, R22W.  THE MARK IS 124 FEET NORTH OF THE CENTERLINE
 AC8149'OF THE WESTBOUND LANE OF HIGHWAY 19 AT MILEPOINT 154.9, 20 FEET EAST
 AC8149'OF THE CENTERLINE OF THE SOUTHBOUND LANE OF HIGHWAY 13, IN THE MEDIAN
 AC8149'BETWEEN THE LANES OF HIGHWAY 13 AND 1.0 FOOT SOUTH OF A STEEL WITNESS
 AC8149'POST.  THE MARK, A STANDARD MNDT DISK STAMPED---7001 AS 1980---, IS
 AC8149'SET IN THE TOP OF A MAGNETIC 6 FOOT LONG PRECAST CONCRETE POST THAT
 AC8149'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  NOTE--THE MARK
 AC8149'APPEARS TO HAVE BEEN HIT BUT NOT DAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8119 ***********************************************************************
 AC8119  DESIGNATION -  7001 AT
 AC8119  PID         -  AC8119
 AC8119  STATE/COUNTY-  MN/SCOTT
 AC8119  USGS QUAD   -  PRIOR LAKE (1993)
 AC8119
 AC8119                         *CURRENT SURVEY CONTROL
 AC8119  ___________________________________________________________________
 AC8119* NAD 83(1986)-  44 43 04.     (N)    093 25 09.     (W)     SCALED    
 AC8119* NAVD 88     -       288.217  (meters)     945.59   (feet)  ADJUSTED  
 AC8119  ___________________________________________________________________
 AC8119  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AC8119  DYNAMIC HT  -         288.204 (meters)     945.55  (feet)  COMP
 AC8119  MODELED GRAV-     980,563.9   (mgal)                       NAVD 88
 AC8119
 AC8119  VERT ORDER  -  SECOND    CLASS I
 AC8119
 AC8119.The horizontal coordinates were scaled from a topographic map and have
 AC8119.an estimated accuracy of +/- 6 seconds.
 AC8119
 AC8119.The orthometric height was determined by differential leveling
 AC8119.and adjusted by the National Geodetic Survey in September 1997..
 AC8119
 AC8119.The geoid height was determined by GEOID03.
 AC8119
 AC8119.The dynamic height is computed by dividing the NAVD 88
 AC8119.geopotential number by the normal gravity value computed on the
 AC8119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8119.degrees latitude (g = 980.6199 gals.).
 AC8119
 AC8119.The modeled gravity was interpolated from observed gravity values.
 AC8119
 AC8119;                    North         East    Units  Estimated Accuracy
 AC8119;SPC MN S     -   291,030.      846,020.      MT  (+/- 180 meters Scaled)
 AC8119
 AC8119                          SUPERSEDED SURVEY CONTROL
 AC8119
 AC8119.No superseded survey control is available for this station.
 AC8119
 AC8119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK668516(NAD 83)
 AC8119_MARKER: DD = SURVEY DISK
 AC8119_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8119+WITH SETTING: INTO GROUND
 AC8119_STAMPING: 7001 AT 1980
 AC8119_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8119
 AC8119  HISTORY     - Date     Condition        Report By
 AC8119  HISTORY     - 1980     MONUMENTED       MNDT
 AC8119  HISTORY     - 19990511 MARK NOT FOUND   MNDT
 AC8119  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 AC8119
 AC8119                          STATION DESCRIPTION
 AC8119
 AC8119'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8119'THE MARK IS LOCATED ABOUT 1/4 MILE NORTH ALONG TRUNK HIGHWAY 13 FROM
 AC8119'ITS JUNCTION WITH EAST DAKOTA STREET IN PRIOR LAKE IN THE SE 1/4 OF
 AC8119'SECTION 35, T115N, R22W, NEAR HIGHWAY 13 MILEPOINT 85.6.  IT IS IN THE
 AC8119'NORTHEAST QUADRANT AT HIGHWAY 13 AND COUNTY ROAD 44, 77 FEET EAST OF
 AC8119'THE CENTERLINE OF THE HIGHWAY, 70 FEET NORTH OF THE CENTERLINE OF THE
 AC8119'COUNTY ROAD, 88 FEET NORTHEAST OF A LIGHT POLE, 4 FEET SOUTHEAST OF A
 AC8119'TELEPHONE PEDESTAL, 1 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A
 AC8119'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---7001 AT 1980---, IS
 AC8119'FASTENED TO THE TOP OF A MAGNETIC 8 FOOT COPPER-CLAD STEEL ROD WITH 4
 AC8119'INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM SET IN 8 INCHES OF
 AC8119'CONCRETE IN A 6 INCH DIAMETER HOLE AND FLUSH WITH THE SURFACE OF THE
 AC8119'GROUND.
 AC8119
 AC8119                          STATION RECOVERY (1999)
 AC8119
 AC8119'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DH)
 AC8119'IN PRIOR LAKE, 0.25 MILES NORTH OF JUNCTION OF TRUNK HIGHWAY 13 AND
 AC8119'EAST DAKOTA ST, 77 FEET EAST OF TRUNK HIGHWAY 13, AT TRUNK HIGHWAY 13
 AC8119'MILEPOINT 85.6, 70 FEET NORTH OF COUNTY ROAD 44, 88 FEET NORTHEAST OF
 AC8119'LIGHT POLE, 4 FEET SOUTHEAST OF TELEPHONE PEDESTAL
 AC8119
 AC8119                          STATION RECOVERY (2002)
 AC8119
 AC8119'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8119'NO WITNESS POST PRESENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1360 ***********************************************************************
 PP1360  DESIGNATION -  7001 B
 PP1360  PID         -  PP1360
 PP1360  STATE/COUNTY-  MN/SCOTT
 PP1360  USGS QUAD   -  BLOOMINGTON (1997)
 PP1360
 PP1360                         *CURRENT SURVEY CONTROL
 PP1360  ___________________________________________________________________
 PP1360* NAD 83(1986)-  44 46 43.     (N)    093 21 02.     (W)     SCALED    
 PP1360* NAVD 88     -       218.339  (meters)     716.33   (feet)  ADJUSTED  
 PP1360  ___________________________________________________________________
 PP1360  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 PP1360  DYNAMIC HT  -         218.333 (meters)     716.31  (feet)  COMP
 PP1360  MODELED GRAV-     980,582.2   (mgal)                       NAVD 88
 PP1360
 PP1360  VERT ORDER  -  SECOND    CLASS 0
 PP1360
 PP1360.The horizontal coordinates were scaled from a topographic map and have
 PP1360.an estimated accuracy of +/- 6 seconds.
 PP1360
 PP1360.The orthometric height was determined by differential leveling
 PP1360.and adjusted by the National Geodetic Survey in June 1991..
 PP1360
 PP1360.The geoid height was determined by GEOID03.
 PP1360
 PP1360.The dynamic height is computed by dividing the NAVD 88
 PP1360.geopotential number by the normal gravity value computed on the
 PP1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1360.degrees latitude (g = 980.6199 gals.).
 PP1360
 PP1360.The modeled gravity was interpolated from observed gravity values.
 PP1360
 PP1360;                    North         East    Units  Estimated Accuracy
 PP1360;SPC MN S     -   297,830.      851,400.      MT  (+/- 180 meters Scaled)
 PP1360
 PP1360                          SUPERSEDED SURVEY CONTROL
 PP1360
 PP1360  NGVD 29 (??/??/92)  218.280  (m)          716.14   (f) ADJ UNCH    2 0
 PP1360
 PP1360.Superseded values are not recommended for survey control.
 PP1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1360.See file dsdata.txt to determine how the superseded data were derived.
 PP1360
 PP1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK722584(NAD 83)
 PP1360_MARKER: DD = SURVEY DISK
 PP1360_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP1360_SP_SET: CULVERT
 PP1360_STAMPING: 7001 B 1971
 PP1360_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1360
 PP1360  HISTORY     - Date     Condition        Report By
 PP1360  HISTORY     - 1971     MONUMENTED       MNDT
 PP1360  HISTORY     - 1972     GOOD             MNDT
 PP1360  HISTORY     - 1976     GOOD             LOCENG
 PP1360  HISTORY     - 1980     GOOD             MNDT
 PP1360  HISTORY     - 1990     GOOD             USPSQD
 PP1360
 PP1360                          STATION DESCRIPTION
 PP1360
 PP1360'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1360'0.55 MI W FROM SAVAGE.
 PP1360'MARK IS LOCATED 0.55 MILES WEST ALONG TH 13 FROM THE JUNCTION OF THE
 PP1360'13 AND VINE STREET (MUNICIPAL LIQUOR STORE), 35 FEET SOUTH OF THE
 PP1360'CENTERLINE OF EASTBOUND TH 13, IN THE WEST HEADWALL OF A CULVERT UNDER
 PP1360'A NORTH-SOUTH RAILROAD (MINNEAPOLIS-NORTHFIELD AND SOUTHERN). SW 1/4
 PP1360'SECTION 31, T 27N, R 24W.
 PP1360
 PP1360                          STATION RECOVERY (1976)
 PP1360
 PP1360'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 PP1360'MARK IS A STANDARD MNHD DISK LOCATED 0.55 MILES WEST ALONG TH 13 FROM
 PP1360'THE JUNCTION OF TH 13 AND VINE ST. (MUNICIPAL LIQUOR STORE), 35 FT.
 PP1360'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF TH 13 IN THE
 PP1360'NORTHWEST CORNER OF THE WEST HEADWALL OF A BOX CULVERT, UNDER THE
 PP1360'MPLS. NORTHFIELD AND SOUTHERN RAILROAD.
 PP1360
 PP1360                          STATION RECOVERY (1980)
 PP1360
 PP1360'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1360'THE MARK WAS RECOVERED IN GOOD CONDITION 0.55 MILE WEST ALONG TRUNK
 PP1360'HIGHWAY 13 FROM ITS JUNCTION WITH OTTOWA AVENUE IN SAVAGE, IN THE SW
 PP1360'1/4 OF SECTION 31, T27N, R24W.  THE MARK, A STANDARD MNDT BENCH MARK
 PP1360'DISK STAMPED---7001 B 1971---, IS SET IN THE TOP OF THE NORTHWEST
 PP1360'CORNER OF THE WEST HEADWALL OF A CONCRETE BOX CULVERT (TRUNK HIGHWAY
 PP1360'13 UNDER THE MINNEAPOLIS NORTHFIELD AND SOUTHERN RAILROAD).  THE MARK
 PP1360'IS 35 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF TRUNK
 PP1360'HIGHWAY 13 AT MILEPOINT 92.15.
 PP1360
 PP1360                          STATION RECOVERY (1990)
 PP1360
 PP1360'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAK)
 PP1360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8127 ***********************************************************************
 AC8127  DESIGNATION -  7001 F
 AC8127  PID         -  AC8127
 AC8127  STATE/COUNTY-  MN/SCOTT
 AC8127  USGS QUAD   -  EDEN PRAIRIE (1993)
 AC8127
 AC8127                         *CURRENT SURVEY CONTROL
 AC8127  ___________________________________________________________________
 AC8127* NAD 83(1986)-  44 45 45.     (N)    093 22 46.     (W)     SCALED    
 AC8127* NAVD 88     -       263.129  (meters)     863.28   (feet)  ADJUSTED  
 AC8127  ___________________________________________________________________
 AC8127  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AC8127  DYNAMIC HT  -         263.121 (meters)     863.26  (feet)  COMP
 AC8127  MODELED GRAV-     980,576.1   (mgal)                       NAVD 88
 AC8127
 AC8127  VERT ORDER  -  SECOND    CLASS I
 AC8127
 AC8127.The horizontal coordinates were scaled from a topographic map and have
 AC8127.an estimated accuracy of +/- 6 seconds.
 AC8127
 AC8127.The orthometric height was determined by differential leveling
 AC8127.and adjusted by the National Geodetic Survey in September 1997..
 AC8127
 AC8127.The geoid height was determined by GEOID03.
 AC8127
 AC8127.The dynamic height is computed by dividing the NAVD 88
 AC8127.geopotential number by the normal gravity value computed on the
 AC8127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8127.degrees latitude (g = 980.6199 gals.).
 AC8127
 AC8127.The modeled gravity was interpolated from observed gravity values.
 AC8127
 AC8127;                    North         East    Units  Estimated Accuracy
 AC8127;SPC MN S     -   296,020.      849,130.      MT  (+/- 180 meters Scaled)
 AC8127
 AC8127                          SUPERSEDED SURVEY CONTROL
 AC8127
 AC8127.No superseded survey control is available for this station.
 AC8127
 AC8127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK699566(NAD 83)
 AC8127_MARKER: DD = SURVEY DISK
 AC8127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8127_STAMPING: 7001 F 1973
 AC8127_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8127
 AC8127  HISTORY     - Date     Condition        Report By
 AC8127  HISTORY     - 1973     MONUMENTED       MNDT
 AC8127  HISTORY     - 1980     GOOD             MNDT
 AC8127  HISTORY     - 20000905 POOR             USPSQD
 AC8127
 AC8127                          STATION DESCRIPTION
 AC8127
 AC8127'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8127'THE MARK IS LOCATED ABOUT 1.1 MILES SOUTH ALONG TRUNK HIGHWAY 13 FROM
 AC8127'ITS JUNCTION WITH TRUNK HIGHWAY 101 WEST OF SAVAGE IN THE SE 1/4 OF
 AC8127'SECTION 18, T115N, R21W, NEAR HIGHWAY 13 MILEPOINT 89.6.  IT IS 64
 AC8127'FEET EAST OF THE CENTERLINE OF HIGHWAY 13, 450 FEET NORTH OF COUNTY
 AC8127'ROAD 16, 1 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AC8127'MNHD BENCH MARK DISK STAMPED---7001 F 1973---, IS SET IN THE TOP OF A
 AC8127'MAGNETIC 6 FOOT PRECAST CONCRETE POST FLUSH WITH THE SURFACE OF THE
 AC8127'GROUND.
 AC8127
 AC8127                          STATION RECOVERY (2000)
 AC8127
 AC8127'RECOVERY NOTE BY US POWER SQUADRON 2000 (BC)
 AC8127'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8124 ***********************************************************************
 AC8124  DESIGNATION -  7001 J
 AC8124  PID         -  AC8124
 AC8124  STATE/COUNTY-  MN/SCOTT
 AC8124  USGS QUAD   -  PRIOR LAKE (1993)
 AC8124
 AC8124                         *CURRENT SURVEY CONTROL
 AC8124  ___________________________________________________________________
 AC8124* NAD 83(1986)-  44 44 32.     (N)    093 22 49.     (W)     SCALED    
 AC8124* NAVD 88     -       282.849  (meters)     927.98   (feet)  ADJUSTED  
 AC8124  ___________________________________________________________________
 AC8124  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AC8124  DYNAMIC HT  -         282.838 (meters)     927.94  (feet)  COMP
 AC8124  MODELED GRAV-     980,570.2   (mgal)                       NAVD 88
 AC8124
 AC8124  VERT ORDER  -  SECOND    CLASS I
 AC8124
 AC8124.The horizontal coordinates were scaled from a topographic map and have
 AC8124.an estimated accuracy of +/- 6 seconds.
 AC8124
 AC8124.The orthometric height was determined by differential leveling
 AC8124.and adjusted by the National Geodetic Survey in September 1997..
 AC8124
 AC8124.The geoid height was determined by GEOID03.
 AC8124
 AC8124.The dynamic height is computed by dividing the NAVD 88
 AC8124.geopotential number by the normal gravity value computed on the
 AC8124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8124.degrees latitude (g = 980.6199 gals.).
 AC8124
 AC8124.The modeled gravity was interpolated from observed gravity values.
 AC8124
 AC8124;                    North         East    Units  Estimated Accuracy
 AC8124;SPC MN S     -   293,770.      849,080.      MT  (+/- 180 meters Scaled)
 AC8124
 AC8124                          SUPERSEDED SURVEY CONTROL
 AC8124
 AC8124.No superseded survey control is available for this station.
 AC8124
 AC8124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK698543(NAD 83)
 AC8124_MARKER: DD = SURVEY DISK
 AC8124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8124_STAMPING: 7001 J 1973
 AC8124_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8124
 AC8124  HISTORY     - Date     Condition        Report By
 AC8124  HISTORY     - 1973     MONUMENTED       MNDT
 AC8124  HISTORY     - 1980     GOOD             MNDT
 AC8124
 AC8124                          STATION DESCRIPTION
 AC8124
 AC8124'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8124'THE MARK IS LOCATED ABOUT 2.9 MILES NORTHEAST ALONG TRUNK HIGHWAY 13
 AC8124'FROM ITS JUNCTION WITH EAST DAKOTA STREET IN PRIOR LAKE IN THE NE 1/4
 AC8124'OF SECTION 30, T115N, R21W, NEAR HIGHWAY 13 MILEPOINT 88.2.  IT IS 87
 AC8124'FEET WEST OF THE CENTERLINE OF HIGHWAY 13, 57 FEET NORTH OF BOUDIN
 AC8124'STREET NORTHEAST, 31 FEET WEST OF A TELEPHONE POST, 1 FOOT EAST OF A
 AC8124'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 AC8124'STAMPED---7001 J 1973---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG
 AC8124'PRECAST CONCRETE POST THAT IS BURIED 3 INCHES BELOW THE SURFACE OF THE
 AC8124'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8123 ***********************************************************************
 AC8123  DESIGNATION -  7001 K
 AC8123  PID         -  AC8123
 AC8123  STATE/COUNTY-  MN/SCOTT
 AC8123  USGS QUAD   -  PRIOR LAKE (1993)
 AC8123
 AC8123                         *CURRENT SURVEY CONTROL
 AC8123  ___________________________________________________________________
 AC8123* NAD 83(1986)-  44 44 03.     (N)    093 23 08.     (W)     SCALED    
 AC8123* NAVD 88     -       279.870  (meters)     918.21   (feet)  ADJUSTED  
 AC8123  ___________________________________________________________________
 AC8123  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AC8123  DYNAMIC HT  -         279.858 (meters)     918.17  (feet)  COMP
 AC8123  MODELED GRAV-     980,567.7   (mgal)                       NAVD 88
 AC8123
 AC8123  VERT ORDER  -  SECOND    CLASS I
 AC8123
 AC8123.The horizontal coordinates were scaled from a topographic map and have
 AC8123.an estimated accuracy of +/- 6 seconds.
 AC8123
 AC8123.The orthometric height was determined by differential leveling
 AC8123.and adjusted by the National Geodetic Survey in September 1997..
 AC8123
 AC8123.The geoid height was determined by GEOID03.
 AC8123
 AC8123.The dynamic height is computed by dividing the NAVD 88
 AC8123.geopotential number by the normal gravity value computed on the
 AC8123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8123.degrees latitude (g = 980.6199 gals.).
 AC8123
 AC8123.The modeled gravity was interpolated from observed gravity values.
 AC8123
 AC8123;                    North         East    Units  Estimated Accuracy
 AC8123;SPC MN S     -   292,870.      848,670.      MT  (+/- 180 meters Scaled)
 AC8123
 AC8123                          SUPERSEDED SURVEY CONTROL
 AC8123
 AC8123.No superseded survey control is available for this station.
 AC8123
 AC8123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK694534(NAD 83)
 AC8123_MARKER: DD = SURVEY DISK
 AC8123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8123_STAMPING: 7001 K 1973
 AC8123_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8123
 AC8123  HISTORY     - Date     Condition        Report By
 AC8123  HISTORY     - 1973     MONUMENTED       MNDT
 AC8123  HISTORY     - 1980     GOOD             MNDT
 AC8123
 AC8123                          STATION DESCRIPTION
 AC8123
 AC8123'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8123'THE MARK IS LOCATED ABOUT 2.3 MILES NORTHEAST ALONG TRUNK HIGHWAY 13
 AC8123'FROM ITS JUNCTION WITH EAST DAKOTA STREET IN PRIOR LAKE IN THE SE 1/4
 AC8123'OF SECTION 30, T115N, R21W, NEAR HIGHWAY 13 MILEPOINT 87.6.  IT IS 61
 AC8123'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 13, 42 FEET NORTHEAST OF
 AC8123'ZINRAN AVENUE, 70 FEET SOUTHWEST OF THE WEST POST OF A PRIOR LAKE
 AC8123'MARINE SIGN, 33 FEET NORTHWEST OF A LIGHT POST, 1 FOOT NORTHWEST OF A
 AC8123'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 AC8123'STAMPED---7001 K 1973---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG
 AC8123'PRECAST CONCRETE POST THAT IS BURIED 4 INCHES BELOW THE SURFACE OF THE
 AC8123'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8122 ***********************************************************************
 AC8122  DESIGNATION -  7001 L
 AC8122  PID         -  AC8122
 AC8122  STATE/COUNTY-  MN/SCOTT
 AC8122  USGS QUAD   -  PRIOR LAKE (1993)
 AC8122
 AC8122                         *CURRENT SURVEY CONTROL
 AC8122  ___________________________________________________________________
 AC8122* NAD 83(1986)-  44 43 42.     (N)    093 23 49.     (W)     SCALED    
 AC8122* NAVD 88     -       294.824  (meters)     967.27   (feet)  ADJUSTED  
 AC8122  ___________________________________________________________________
 AC8122  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AC8122  DYNAMIC HT  -         294.812 (meters)     967.23  (feet)  COMP
 AC8122  MODELED GRAV-     980,566.3   (mgal)                       NAVD 88
 AC8122
 AC8122  VERT ORDER  -  SECOND    CLASS I
 AC8122
 AC8122.The horizontal coordinates were scaled from a topographic map and have
 AC8122.an estimated accuracy of +/- 6 seconds.
 AC8122
 AC8122.The orthometric height was determined by differential leveling
 AC8122.and adjusted by the National Geodetic Survey in September 1997..
 AC8122
 AC8122.The geoid height was determined by GEOID03.
 AC8122
 AC8122.The dynamic height is computed by dividing the NAVD 88
 AC8122.geopotential number by the normal gravity value computed on the
 AC8122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8122.degrees latitude (g = 980.6199 gals.).
 AC8122
 AC8122.The modeled gravity was interpolated from observed gravity values.
 AC8122
 AC8122;                    North         East    Units  Estimated Accuracy
 AC8122;SPC MN S     -   292,220.      847,770.      MT  (+/- 180 meters Scaled)
 AC8122
 AC8122                          SUPERSEDED SURVEY CONTROL
 AC8122
 AC8122.No superseded survey control is available for this station.
 AC8122
 AC8122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK685528(NAD 83)
 AC8122_MARKER: DD = SURVEY DISK
 AC8122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8122_STAMPING: 7001 L 1973
 AC8122_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8122
 AC8122  HISTORY     - Date     Condition        Report By
 AC8122  HISTORY     - 1973     MONUMENTED       MNDT
 AC8122  HISTORY     - 1980     GOOD             MNDT
 AC8122  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 AC8122
 AC8122                          STATION DESCRIPTION
 AC8122
 AC8122'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8122'THE MARK IS LOCATED ABOUT 1.6 MILES NORTHEAST ALONG TRUNK HIGHWAY 13
 AC8122'FROM ITS JUNCTION WITH EAST DAKOTA STREET IN PRIOR LAKE IN THE NW 1/4
 AC8122'OF SECTION 31, T115N, R21W, NEAR HIGHWAY 13 MILEPOINT 86.9.  IT IS 65
 AC8122'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 13, 77 FEET NORTHEAST OF
 AC8122'LAKEVIEW DRIVE, 45 FEET NORTH OF A POWER POLE, 1 FOOT NORTHWEST OF A
 AC8122'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 AC8122'STAMPED---7001 L 1973---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG
 AC8122'PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 AC8122
 AC8122                          STATION RECOVERY (2002)
 AC8122
 AC8122'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8122'NO WITNESS POST PRESNT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8121 ***********************************************************************
 AC8121  DESIGNATION -  7001 M
 AC8121  PID         -  AC8121
 AC8121  STATE/COUNTY-  MN/SCOTT
 AC8121  USGS QUAD   -  PRIOR LAKE (1993)
 AC8121
 AC8121                         *CURRENT SURVEY CONTROL
 AC8121  ___________________________________________________________________
 AC8121* NAD 83(1986)-  44 43 34.     (N)    093 24 09.     (W)     SCALED    
 AC8121* NAVD 88     -       295.644  (meters)     969.96   (feet)  ADJUSTED  
 AC8121  ___________________________________________________________________
 AC8121  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AC8121  DYNAMIC HT  -         295.632 (meters)     969.92  (feet)  COMP
 AC8121  MODELED GRAV-     980,565.8   (mgal)                       NAVD 88
 AC8121
 AC8121  VERT ORDER  -  SECOND    CLASS I
 AC8121
 AC8121.The horizontal coordinates were scaled from a topographic map and have
 AC8121.an estimated accuracy of +/- 6 seconds.
 AC8121
 AC8121.The orthometric height was determined by differential leveling
 AC8121.and adjusted by the National Geodetic Survey in September 1997..
 AC8121
 AC8121.The geoid height was determined by GEOID03.
 AC8121
 AC8121.The dynamic height is computed by dividing the NAVD 88
 AC8121.geopotential number by the normal gravity value computed on the
 AC8121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8121.degrees latitude (g = 980.6199 gals.).
 AC8121
 AC8121.The modeled gravity was interpolated from observed gravity values.
 AC8121
 AC8121;                    North         East    Units  Estimated Accuracy
 AC8121;SPC MN S     -   291,960.      847,330.      MT  (+/- 180 meters Scaled)
 AC8121
 AC8121                          SUPERSEDED SURVEY CONTROL
 AC8121
 AC8121.No superseded survey control is available for this station.
 AC8121
 AC8121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK681526(NAD 83)
 AC8121_MARKER: DD = SURVEY DISK
 AC8121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8121_STAMPING: 7001 M 1973
 AC8121_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8121
 AC8121  HISTORY     - Date     Condition        Report By
 AC8121  HISTORY     - 1973     MONUMENTED       MNDT
 AC8121  HISTORY     - 1980     GOOD             MNDT
 AC8121  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 AC8121
 AC8121                          STATION DESCRIPTION
 AC8121
 AC8121'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8121'THE MARK IS LOCATED ABOUT 1.3 MILES NORTHEAST ALONG TRUNK HIGHWAY 13
 AC8121'FROM ITS JUNCTION WITH EAST DAKOTA STREET IN PRIOR LAKE IN THE NE 1/4
 AC8121'OF SECTION 36, T115N, R22W, NEAR HIGHWAY 13 MILEPOINT 86.6.  IT IS 83
 AC8121'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 13 AT ENGINEERS STATION
 AC8121'903+43, 250 FEET NORTH OF FISH POINT ROAD, 1 FOOT WEST OF A STEEL
 AC8121'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AC8121'STAMPED---7001 M 1973---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG
 AC8121'PRECAST CONCRETE POST THAT IS BURIED 4 INCHES BELOW THE SURFACE OF THE
 AC8121'GROUND.
 AC8121
 AC8121                          STATION RECOVERY (2002)
 AC8121
 AC8121'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8120 ***********************************************************************
 AC8120  DESIGNATION -  7001 N
 AC8120  PID         -  AC8120
 AC8120  STATE/COUNTY-  MN/SCOTT
 AC8120  USGS QUAD   -  PRIOR LAKE (1993)
 AC8120
 AC8120                         *CURRENT SURVEY CONTROL
 AC8120  ___________________________________________________________________
 AC8120* NAD 83(1986)-  44 43 20.     (N)    093 24 43.     (W)     SCALED    
 AC8120* NAVD 88     -       284.693  (meters)     934.03   (feet)  ADJUSTED  
 AC8120  ___________________________________________________________________
 AC8120  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AC8120  DYNAMIC HT  -         284.681 (meters)     933.99  (feet)  COMP
 AC8120  MODELED GRAV-     980,564.9   (mgal)                       NAVD 88
 AC8120
 AC8120  VERT ORDER  -  SECOND    CLASS I
 AC8120
 AC8120.The horizontal coordinates were scaled from a topographic map and have
 AC8120.an estimated accuracy of +/- 6 seconds.
 AC8120
 AC8120.The orthometric height was determined by differential leveling
 AC8120.and adjusted by the National Geodetic Survey in September 1997..
 AC8120
 AC8120.The geoid height was determined by GEOID03.
 AC8120
 AC8120.The dynamic height is computed by dividing the NAVD 88
 AC8120.geopotential number by the normal gravity value computed on the
 AC8120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8120.degrees latitude (g = 980.6199 gals.).
 AC8120
 AC8120.The modeled gravity was interpolated from observed gravity values.
 AC8120
 AC8120;                    North         East    Units  Estimated Accuracy
 AC8120;SPC MN S     -   291,530.      846,590.      MT  (+/- 180 meters Scaled)
 AC8120
 AC8120                          SUPERSEDED SURVEY CONTROL
 AC8120
 AC8120.No superseded survey control is available for this station.
 AC8120
 AC8120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK673521(NAD 83)
 AC8120_MARKER: DD = SURVEY DISK
 AC8120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8120_STAMPING: 7001 N 1973
 AC8120_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8120
 AC8120  HISTORY     - Date     Condition        Report By
 AC8120  HISTORY     - 1973     MONUMENTED       MNDT
 AC8120  HISTORY     - 1980     GOOD             MNDT
 AC8120  HISTORY     - 20021023 GOOD             USPSQD
 AC8120
 AC8120                          STATION DESCRIPTION
 AC8120
 AC8120'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8120'THE MARK IS LOCATED ABOUT 0.8 MILE NORTHEAST ALONG TRUNK HIGHWAY 13
 AC8120'FROM ITS JUNCTION WITH EAST DAKOTA STREET IN PRIOR LAKE IN THE SW 1/4
 AC8120'OF SECTION 36, T115N, R22W, NEAR HIGHWAY 13 MILEPOINT 86.1.  IT IS 61
 AC8120'FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 13 AT ENGINEERS STATION
 AC8120'874+78, 10 FEET NORTHEAST OF A POWER POLE, 1 FOOT EAST OF A STEEL
 AC8120'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AC8120'STAMPED---7001 N 1973---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG
 AC8120'PRECAST CONCRETE POST THAT IS BURIED 3 INCHES BELOW THE SURFACE OF THE
 AC8120'GROUND.
 AC8120
 AC8120                          STATION RECOVERY (2002)
 AC8120
 AC8120'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8118 ***********************************************************************
 AC8118  DESIGNATION -  7001 Q
 AC8118  PID         -  AC8118
 AC8118  STATE/COUNTY-  MN/SCOTT
 AC8118  USGS QUAD   -  PRIOR LAKE (1993)
 AC8118
 AC8118                         *CURRENT SURVEY CONTROL
 AC8118  ___________________________________________________________________
 AC8118* NAD 83(1986)-  44 42 39.     (N)    093 25 28.     (W)     SCALED    
 AC8118* NAVD 88     -       289.102  (meters)     948.50   (feet)  ADJUSTED  
 AC8118  ___________________________________________________________________
 AC8118  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AC8118  DYNAMIC HT  -         289.088 (meters)     948.45  (feet)  COMP
 AC8118  MODELED GRAV-     980,562.6   (mgal)                       NAVD 88
 AC8118
 AC8118  VERT ORDER  -  SECOND    CLASS I
 AC8118
 AC8118.The horizontal coordinates were scaled from a topographic map and have
 AC8118.an estimated accuracy of +/- 6 seconds.
 AC8118
 AC8118.The orthometric height was determined by differential leveling
 AC8118.and adjusted by the National Geodetic Survey in September 1997..
 AC8118
 AC8118.The geoid height was determined by GEOID03.
 AC8118
 AC8118.The dynamic height is computed by dividing the NAVD 88
 AC8118.geopotential number by the normal gravity value computed on the
 AC8118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8118.degrees latitude (g = 980.6199 gals.).
 AC8118
 AC8118.The modeled gravity was interpolated from observed gravity values.
 AC8118
 AC8118;                    North         East    Units  Estimated Accuracy
 AC8118;SPC MN S     -   290,250.      845,610.      MT  (+/- 180 meters Scaled)
 AC8118
 AC8118                          SUPERSEDED SURVEY CONTROL
 AC8118
 AC8118.No superseded survey control is available for this station.
 AC8118
 AC8118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK663509(NAD 83)
 AC8118_MARKER: DD = SURVEY DISK
 AC8118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8118_STAMPING: 7001 Q 1973
 AC8118_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8118
 AC8118  HISTORY     - Date     Condition        Report By
 AC8118  HISTORY     - 1973     MONUMENTED       MNDT
 AC8118  HISTORY     - 1980     GOOD             MNDT
 AC8118  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 AC8118
 AC8118                          STATION DESCRIPTION
 AC8118
 AC8118'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8118'THE MARK IS LOCATED ABOUT 0.3 MILE SOUTH ALONG TRUNK HIGHWAY 13 FROM
 AC8118'ITS JUNCTION WITH EAST DAKOTA STREET IN PRIOR LAKE IN THE NE 1/4 OF
 AC8118'SECTION 2, T114N, R22W, NEAR HIGHWAY 13 MILEPOINT 85.0.  IT IS 68 FEET
 AC8118'WEST OF THE CENTERLINE OF HIGHWAY 13 AT ENGINEERS STATION 820+33, 17
 AC8118'FEET SOUTH OF A BITUMINOUS DRIVEWAY, 97 FEET NORTH OF A TELEPHONE
 AC8118'POLE.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---7001 Q
 AC8118'1973---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG PRECAST CONCRETE
 AC8118'POST THAT IS BURIED 3 INCHES BELOW THE SURFACE OF THE GROUND.
 AC8118
 AC8118                          STATION RECOVERY (2002)
 AC8118
 AC8118'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8116 ***********************************************************************
 AC8116  DESIGNATION -  7001 S
 AC8116  PID         -  AC8116
 AC8116  STATE/COUNTY-  MN/SCOTT
 AC8116  USGS QUAD   -  PRIOR LAKE (1993)
 AC8116
 AC8116                         *CURRENT SURVEY CONTROL
 AC8116  ___________________________________________________________________
 AC8116* NAD 83(1986)-  44 42 17.     (N)    093 26 19.     (W)     SCALED    
 AC8116* NAVD 88     -       295.864  (meters)     970.68   (feet)  ADJUSTED  
 AC8116  ___________________________________________________________________
 AC8116  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AC8116  DYNAMIC HT  -         295.851 (meters)     970.64  (feet)  COMP
 AC8116  MODELED GRAV-     980,563.9   (mgal)                       NAVD 88
 AC8116
 AC8116  VERT ORDER  -  SECOND    CLASS I
 AC8116
 AC8116.The horizontal coordinates were scaled from a topographic map and have
 AC8116.an estimated accuracy of +/- 6 seconds.
 AC8116
 AC8116.The orthometric height was determined by differential leveling
 AC8116.and adjusted by the National Geodetic Survey in September 1997..
 AC8116
 AC8116.The geoid height was determined by GEOID03.
 AC8116
 AC8116.The dynamic height is computed by dividing the NAVD 88
 AC8116.geopotential number by the normal gravity value computed on the
 AC8116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8116.degrees latitude (g = 980.6199 gals.).
 AC8116
 AC8116.The modeled gravity was interpolated from observed gravity values.
 AC8116
 AC8116;                    North         East    Units  Estimated Accuracy
 AC8116;SPC MN S     -   289,570.      844,490.      MT  (+/- 180 meters Scaled)
 AC8116
 AC8116                          SUPERSEDED SURVEY CONTROL
 AC8116
 AC8116.No superseded survey control is available for this station.
 AC8116
 AC8116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK652502(NAD 83)
 AC8116_MARKER: DD = SURVEY DISK
 AC8116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8116_STAMPING: 7001 S 1973
 AC8116_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8116
 AC8116  HISTORY     - Date     Condition        Report By
 AC8116  HISTORY     - 1973     MONUMENTED       MNDT
 AC8116  HISTORY     - 1980     GOOD             MNDT
 AC8116  HISTORY     - 20021023 GOOD             USPSQD
 AC8116
 AC8116                          STATION DESCRIPTION
 AC8116
 AC8116'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8116'THE MARK IS LOCATED 1.1 MILES SOUTHWEST ALONG TRUNK HIGHWAY 13 FROM
 AC8116'ITS JUNCTION WITH EAST DAKOTA STREET IN PRIOR LAKE IN THE SW 1/4 OF
 AC8116'SECTION 2, T114N, R22W, NEAR HIGHWAY 13 MILEPOINT 84.1.  IT IS 69 FEET
 AC8116'NORTHWEST OF THE CENTERLINE OF HIGHWAY 13 AT ENGINEERS STATION 771+27,
 AC8116'0.1 MILE NORTH OF COUNTY ROAD 12, 1 FOOT SOUTHEAST OF A STEEL WITNESS
 AC8116'POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---7001 S
 AC8116'1973---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG PRECAST CONCRETE
 AC8116'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 AC8116
 AC8116                          STATION RECOVERY (2002)
 AC8116
 AC8116'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8116'RECESSED IN PVC PIPE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8115 ***********************************************************************
 AC8115  DESIGNATION -  7001 T
 AC8115  PID         -  AC8115
 AC8115  STATE/COUNTY-  MN/SCOTT
 AC8115  USGS QUAD   -  PRIOR LAKE (1993)
 AC8115
 AC8115                         *CURRENT SURVEY CONTROL
 AC8115  ___________________________________________________________________
 AC8115* NAD 83(1986)-  44 42 02.     (N)    093 26 51.     (W)     SCALED    
 AC8115* NAVD 88     -       297.426  (meters)     975.81   (feet)  ADJUSTED  
 AC8115  ___________________________________________________________________
 AC8115  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AC8115  DYNAMIC HT  -         297.413 (meters)     975.76  (feet)  COMP
 AC8115  MODELED GRAV-     980,564.6   (mgal)                       NAVD 88
 AC8115
 AC8115  VERT ORDER  -  SECOND    CLASS I
 AC8115
 AC8115.The horizontal coordinates were scaled from a topographic map and have
 AC8115.an estimated accuracy of +/- 6 seconds.
 AC8115
 AC8115.The orthometric height was determined by differential leveling
 AC8115.and adjusted by the National Geodetic Survey in September 1997..
 AC8115
 AC8115.The geoid height was determined by GEOID03.
 AC8115
 AC8115.The dynamic height is computed by dividing the NAVD 88
 AC8115.geopotential number by the normal gravity value computed on the
 AC8115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8115.degrees latitude (g = 980.6199 gals.).
 AC8115
 AC8115.The modeled gravity was interpolated from observed gravity values.
 AC8115
 AC8115;                    North         East    Units  Estimated Accuracy
 AC8115;SPC MN S     -   289,100.      843,790.      MT  (+/- 180 meters Scaled)
 AC8115
 AC8115                          SUPERSEDED SURVEY CONTROL
 AC8115
 AC8115.No superseded survey control is available for this station.
 AC8115
 AC8115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK645497(NAD 83)
 AC8115_MARKER: DD = SURVEY DISK
 AC8115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8115_STAMPING: 7001 T 1973
 AC8115_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8115
 AC8115  HISTORY     - Date     Condition        Report By
 AC8115  HISTORY     - 1973     MONUMENTED       MNDT
 AC8115  HISTORY     - 1980     GOOD             MNDT
 AC8115  HISTORY     - 20021023 GOOD             USPSQD
 AC8115
 AC8115                          STATION DESCRIPTION
 AC8115
 AC8115'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8115'THE MARK IS LOCATED 1.7 MILES SOUTHWEST ALONG TRUNK HIGHWAY 13 FROM
 AC8115'ITS JUNCTION WITH EAST DAKOTA STREET IN PRIOR LAKE IN THE NE 1/4 OF
 AC8115'SECTION 10, T114N, R22W, NEAR HIGHWAY 13 MILEPOINT 83.6.  IT IS 72
 AC8115'FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 13 AT ENGINEERS STATION
 AC8115'744+06, 1 FOOT SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A
 AC8115'STANDARD MNHD BENCH MARK DISK STAMPED---7001 T 1973---, IS SET IN THE
 AC8115'TOP OF A MAGNETIC 6 FOOT PRECAST CONCRETE POST 7 INCHES BELOW THE
 AC8115'SURFACE OF THE GROUND.
 AC8115
 AC8115                          STATION RECOVERY (2002)
 AC8115
 AC8115'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8114 ***********************************************************************
 AC8114  DESIGNATION -  7001 U
 AC8114  PID         -  AC8114
 AC8114  STATE/COUNTY-  MN/SCOTT
 AC8114  USGS QUAD   -  PRIOR LAKE (1993)
 AC8114
 AC8114                         *CURRENT SURVEY CONTROL
 AC8114  ___________________________________________________________________
 AC8114* NAD 83(1986)-  44 41 47.     (N)    093 27 28.     (W)     SCALED    
 AC8114* NAVD 88     -       292.218  (meters)     958.72   (feet)  ADJUSTED  
 AC8114  ___________________________________________________________________
 AC8114  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AC8114  DYNAMIC HT  -         292.205 (meters)     958.68  (feet)  COMP
 AC8114  MODELED GRAV-     980,565.5   (mgal)                       NAVD 88
 AC8114
 AC8114  VERT ORDER  -  SECOND    CLASS I
 AC8114
 AC8114.The horizontal coordinates were scaled from a topographic map and have
 AC8114.an estimated accuracy of +/- 6 seconds.
 AC8114
 AC8114.The orthometric height was determined by differential leveling
 AC8114.and adjusted by the National Geodetic Survey in September 1997..
 AC8114
 AC8114.The geoid height was determined by GEOID03.
 AC8114
 AC8114.The dynamic height is computed by dividing the NAVD 88
 AC8114.geopotential number by the normal gravity value computed on the
 AC8114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8114.degrees latitude (g = 980.6199 gals.).
 AC8114
 AC8114.The modeled gravity was interpolated from observed gravity values.
 AC8114
 AC8114;                    North         East    Units  Estimated Accuracy
 AC8114;SPC MN S     -   288,630.      842,970.      MT  (+/- 180 meters Scaled)
 AC8114
 AC8114                          SUPERSEDED SURVEY CONTROL
 AC8114
 AC8114.No superseded survey control is available for this station.
 AC8114
 AC8114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK637493(NAD 83)
 AC8114_MARKER: DD = SURVEY DISK
 AC8114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8114_STAMPING: 7001 U 1973
 AC8114_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8114
 AC8114  HISTORY     - Date     Condition        Report By
 AC8114  HISTORY     - 1973     MONUMENTED       MNDT
 AC8114  HISTORY     - 1980     GOOD             MNDT
 AC8114
 AC8114                          STATION DESCRIPTION
 AC8114
 AC8114'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8114'THE MARK IS LOCATED 2.1 MILES SOUTHWEST ALONG TRUNK HIGHWAY 13 FROM
 AC8114'ITS JUNCTION WITH EAST DAKOTA STREET IN PRIOR LAKE IN THE NW 1/4 OF
 AC8114'SECTION 10, T114N, R22W, NEAR HIGHWAY 13 MILEPOINT 83.1.  IT IS 67
 AC8114'FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY 13, 35 FEET SOUTHEAST OF
 AC8114'THE CENTERLINE OF A COUNTY ROAD, 1 FOOT SOUTHEAST OF A STEEL WITNESS
 AC8114'POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---7001 U
 AC8114'1973---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG PRECAST CONCRETE
 AC8114'POST THAT IS BURIED 3 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8113 ***********************************************************************
 AC8113  DESIGNATION -  7001 V
 AC8113  PID         -  AC8113
 AC8113  STATE/COUNTY-  MN/SCOTT
 AC8113  USGS QUAD   -  PRIOR LAKE (1993)
 AC8113
 AC8113                         *CURRENT SURVEY CONTROL
 AC8113  ___________________________________________________________________
 AC8113* NAD 83(1986)-  44 41 34.     (N)    093 27 58.     (W)     SCALED    
 AC8113* NAVD 88     -       284.314  (meters)     932.79   (feet)  ADJUSTED  
 AC8113  ___________________________________________________________________
 AC8113  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AC8113  DYNAMIC HT  -         284.302 (meters)     932.75  (feet)  COMP
 AC8113  MODELED GRAV-     980,566.0   (mgal)                       NAVD 88
 AC8113
 AC8113  VERT ORDER  -  SECOND    CLASS I
 AC8113
 AC8113.The horizontal coordinates were scaled from a topographic map and have
 AC8113.an estimated accuracy of +/- 6 seconds.
 AC8113
 AC8113.The orthometric height was determined by differential leveling
 AC8113.and adjusted by the National Geodetic Survey in September 1997..
 AC8113
 AC8113.The geoid height was determined by GEOID03.
 AC8113
 AC8113.The dynamic height is computed by dividing the NAVD 88
 AC8113.geopotential number by the normal gravity value computed on the
 AC8113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8113.degrees latitude (g = 980.6199 gals.).
 AC8113
 AC8113.The modeled gravity was interpolated from observed gravity values.
 AC8113
 AC8113;                    North         East    Units  Estimated Accuracy
 AC8113;SPC MN S     -   288,230.      842,320.      MT  (+/- 180 meters Scaled)
 AC8113
 AC8113                          SUPERSEDED SURVEY CONTROL
 AC8113
 AC8113.No superseded survey control is available for this station.
 AC8113
 AC8113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK630489(NAD 83)
 AC8113_MARKER: DD = SURVEY DISK
 AC8113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8113_STAMPING: 7001 V 1973
 AC8113_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8113
 AC8113  HISTORY     - Date     Condition        Report By
 AC8113  HISTORY     - 1973     MONUMENTED       MNDT
 AC8113  HISTORY     - 1980     GOOD             MNDT
 AC8113  HISTORY     - 20021023 GOOD             USPSQD
 AC8113
 AC8113                          STATION DESCRIPTION
 AC8113
 AC8113'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8113'THE MARK IS LOCATED 2.7 MILES SOUTHWEST ALONG TRUNK HIGHWAY 13 FROM
 AC8113'ITS JUNCTION WITH EAST DAKOTA STREET IN PRIOR LAKE IN THE SE 1/4 OF
 AC8113'SECTION 9, T114N, R22W, NEAR HIGHWAY 13 MILEPOINT 82.6.  IT IS 67 FEET
 AC8113'NORTHWEST OF THE CENTERLINE OF HIGHWAY 13 AT ENGINEERS STATION 694+00,
 AC8113'196 FEET SOUTH OF A DRIVEWAY, 1 FOOT SOUTHEAST OF A STEEL WITNESS
 AC8113'POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---7001 V
 AC8113'1973---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG PRECAST CONCRETE
 AC8113'POST THAT IS BURIED 6 INCHES BELOW THE SURFACE OF THE GROUND.
 AC8113
 AC8113                          STATION RECOVERY (2002)
 AC8113
 AC8113'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8112 ***********************************************************************
 AC8112  DESIGNATION -  7001 W
 AC8112  PID         -  AC8112
 AC8112  STATE/COUNTY-  MN/SCOTT
 AC8112  USGS QUAD   -  PRIOR LAKE (1993)
 AC8112
 AC8112                         *CURRENT SURVEY CONTROL
 AC8112  ___________________________________________________________________
 AC8112* NAD 83(1986)-  44 41 19.     (N)    093 28 36.     (W)     SCALED    
 AC8112* NAVD 88     -       280.216  (meters)     919.34   (feet)  ADJUSTED  
 AC8112  ___________________________________________________________________
 AC8112  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AC8112  DYNAMIC HT  -         280.204 (meters)     919.30  (feet)  COMP
 AC8112  MODELED GRAV-     980,566.7   (mgal)                       NAVD 88
 AC8112
 AC8112  VERT ORDER  -  SECOND    CLASS I
 AC8112
 AC8112.The horizontal coordinates were scaled from a topographic map and have
 AC8112.an estimated accuracy of +/- 6 seconds.
 AC8112
 AC8112.The orthometric height was determined by differential leveling
 AC8112.and adjusted by the National Geodetic Survey in September 1997..
 AC8112
 AC8112.The geoid height was determined by GEOID03.
 AC8112
 AC8112.The dynamic height is computed by dividing the NAVD 88
 AC8112.geopotential number by the normal gravity value computed on the
 AC8112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8112.degrees latitude (g = 980.6199 gals.).
 AC8112
 AC8112.The modeled gravity was interpolated from observed gravity values.
 AC8112
 AC8112;                    North         East    Units  Estimated Accuracy
 AC8112;SPC MN S     -   287,760.      841,480.      MT  (+/- 180 meters Scaled)
 AC8112
 AC8112                          SUPERSEDED SURVEY CONTROL
 AC8112
 AC8112.No superseded survey control is available for this station.
 AC8112
 AC8112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK622484(NAD 83)
 AC8112_MARKER: DD = SURVEY DISK
 AC8112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8112_STAMPING: 7001 W 1973
 AC8112_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8112
 AC8112  HISTORY     - Date     Condition        Report By
 AC8112  HISTORY     - 1973     MONUMENTED       MNDT
 AC8112  HISTORY     - 1980     GOOD             MNDT
 AC8112  HISTORY     - 20021023 GOOD             USPSQD
 AC8112
 AC8112                          STATION DESCRIPTION
 AC8112
 AC8112'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8112'THE MARK IS LOCATED ABOUT 3.3 MILES SOUTHWEST ALONG TRUNK HIGHWAY 13
 AC8112'FROM ITS JUNCTION WITH EAST DAKOTA STREET IN PRIOR LAKE IN THE NW 1/4
 AC8112'OF SECTION 16, T114N, R22W, NEAR HIGHWAY 13 MILEPOINT 82.0.  IT IS 73
 AC8112'FEET SOUTH OF THE CENTERLINE OF HIGHWAY13 AT ENGINEERS STATION 660+29,
 AC8112'50 FEET WEST OF A BITUMINOUS DRIVEWAY, 1 FOOT NORTH OF A STEEL WITNESS
 AC8112'POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---7001 W
 AC8112'1973---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG PRECAST CONCRETE
 AC8112'POST THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 AC8112
 AC8112                          STATION RECOVERY (2002)
 AC8112
 AC8112'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8111 ***********************************************************************
 AC8111  DESIGNATION -  7001 X
 AC8111  PID         -  AC8111
 AC8111  STATE/COUNTY-  MN/SCOTT
 AC8111  USGS QUAD   -  PRIOR LAKE (1993)
 AC8111
 AC8111                         *CURRENT SURVEY CONTROL
 AC8111  ___________________________________________________________________
 AC8111* NAD 83(1986)-  44 41 22.     (N)    093 29 14.     (W)     SCALED    
 AC8111* NAVD 88     -       283.391  (meters)     929.76   (feet)  ADJUSTED  
 AC8111  ___________________________________________________________________
 AC8111  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AC8111  DYNAMIC HT  -         283.380 (meters)     929.72  (feet)  COMP
 AC8111  MODELED GRAV-     980,568.2   (mgal)                       NAVD 88
 AC8111
 AC8111  VERT ORDER  -  SECOND    CLASS I
 AC8111
 AC8111.The horizontal coordinates were scaled from a topographic map and have
 AC8111.an estimated accuracy of +/- 6 seconds.
 AC8111
 AC8111.The orthometric height was determined by differential leveling
 AC8111.and adjusted by the National Geodetic Survey in September 1997..
 AC8111
 AC8111.The geoid height was determined by GEOID03.
 AC8111
 AC8111.The dynamic height is computed by dividing the NAVD 88
 AC8111.geopotential number by the normal gravity value computed on the
 AC8111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8111.degrees latitude (g = 980.6199 gals.).
 AC8111
 AC8111.The modeled gravity was interpolated from observed gravity values.
 AC8111
 AC8111;                    North         East    Units  Estimated Accuracy
 AC8111;SPC MN S     -   287,850.      840,650.      MT  (+/- 180 meters Scaled)
 AC8111
 AC8111                          SUPERSEDED SURVEY CONTROL
 AC8111
 AC8111.No superseded survey control is available for this station.
 AC8111
 AC8111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK613485(NAD 83)
 AC8111_MARKER: DD = SURVEY DISK
 AC8111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8111_STAMPING: 7001 X 1973
 AC8111_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8111
 AC8111  HISTORY     - Date     Condition        Report By
 AC8111  HISTORY     - 1973     MONUMENTED       MNDT
 AC8111  HISTORY     - 1980     GOOD             MNDT
 AC8111  HISTORY     - 20021023 GOOD             USPSQD
 AC8111
 AC8111                          STATION DESCRIPTION
 AC8111
 AC8111'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8111'THE MARK IS LOCATED ABOUT 3.8 MILES SOUTHWEST ALONG TRUNK HIGHWAY 13
 AC8111'FROM ITS JUNCTION WITH EAST DAKOTA STREET IN PRIOR LAKE IN THE SE 1/4
 AC8111'OF SECTION 8, T114N, R22W, NEAR HIGHWAY 13 MILEPOINT 81.5.  IT IS 60
 AC8111'FEET NORTH OF THE CENTERLINE OF HIGHWAY AT ENGINEERS STATION 636+50,
 AC8111'146 FEET WEST OF A POWER POLE, 131 FEET EAST OF A POWER POLE, 1.5 FEET
 AC8111'SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK
 AC8111'DISK STAMPED---7001 X 1973---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT
 AC8111'PRECAST CONCRETE POST 3 INCHES BELOW THE SURFACE OF THE GROUND.
 AC8111
 AC8111                          STATION RECOVERY (2002)
 AC8111
 AC8111'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8110 ***********************************************************************
 AC8110  DESIGNATION -  7001 Y
 AC8110  PID         -  AC8110
 AC8110  STATE/COUNTY-  MN/SCOTT
 AC8110  USGS QUAD   -  PRIOR LAKE (1993)
 AC8110
 AC8110                         *CURRENT SURVEY CONTROL
 AC8110  ___________________________________________________________________
 AC8110* NAD 83(1986)-  44 41 19.     (N)    093 29 58.     (W)     SCALED    
 AC8110* NAVD 88     -       286.271  (meters)     939.21   (feet)  ADJUSTED  
 AC8110  ___________________________________________________________________
 AC8110  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AC8110  DYNAMIC HT  -         286.260 (meters)     939.17  (feet)  COMP
 AC8110  MODELED GRAV-     980,569.4   (mgal)                       NAVD 88
 AC8110
 AC8110  VERT ORDER  -  SECOND    CLASS I
 AC8110
 AC8110.The horizontal coordinates were scaled from a topographic map and have
 AC8110.an estimated accuracy of +/- 6 seconds.
 AC8110
 AC8110.The orthometric height was determined by differential leveling
 AC8110.and adjusted by the National Geodetic Survey in September 1997..
 AC8110
 AC8110.The geoid height was determined by GEOID03.
 AC8110
 AC8110.The dynamic height is computed by dividing the NAVD 88
 AC8110.geopotential number by the normal gravity value computed on the
 AC8110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8110.degrees latitude (g = 980.6199 gals.).
 AC8110
 AC8110.The modeled gravity was interpolated from observed gravity values.
 AC8110
 AC8110;                    North         East    Units  Estimated Accuracy
 AC8110;SPC MN S     -   287,750.      839,680.      MT  (+/- 180 meters Scaled)
 AC8110
 AC8110                          SUPERSEDED SURVEY CONTROL
 AC8110
 AC8110.No superseded survey control is available for this station.
 AC8110
 AC8110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK604484(NAD 83)
 AC8110_MARKER: DD = SURVEY DISK
 AC8110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8110_STAMPING: 7001 Y 1973
 AC8110_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8110
 AC8110  HISTORY     - Date     Condition        Report By
 AC8110  HISTORY     - 1973     MONUMENTED       MNDT
 AC8110  HISTORY     - 1980     GOOD             MNDT
 AC8110  HISTORY     - 20021023 GOOD             USPSQD
 AC8110
 AC8110                          STATION DESCRIPTION
 AC8110
 AC8110'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8110'THE MARK IS LOCATED NEAR THE JUNCTION OF TRUNK HIGHWAYS 282 AND 13
 AC8110'SOUTH OF PRIOR LAKE IN THE NW 1/4 OF SECTION 17, T114N, R22W, NEAR
 AC8110'TRUNK HIGHWAY 13 MILEPOINT 80.9.  IT IS 0.1 MILE EAST OF THE JUNCTION
 AC8110'OF HIGHWAY 282 AND COUNTY ROAD 17, 106 FEET NORTH OF THE CENTERLINE OF
 AC8110'HIGHWAY 13 AT ENGINEERS STATION 604+42, 80 FEET SOUTH OF THE
 AC8110'CENTERLINE OF HIGHWAY 282, 1 FOOT EAST OF A STEEL WITNESS POST, AND IN
 AC8110'THE MEDIAN ISLAND.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 AC8110'STAMPED---7001 Y 1973---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG
 AC8110'PRECAST CONCRETE POST THAT IS BURIED 5 INCHES BELOW THE SURFACE OF THE
 AC8110'GROUND.
 AC8110
 AC8110                          STATION RECOVERY (2002)
 AC8110
 AC8110'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8130 ***********************************************************************
 AC8130  DESIGNATION -  7001 Z
 AC8130  PID         -  AC8130
 AC8130  STATE/COUNTY-  MN/SCOTT
 AC8130  USGS QUAD   -  JORDAN EAST (1981)
 AC8130
 AC8130                         *CURRENT SURVEY CONTROL
 AC8130  ___________________________________________________________________
 AC8130* NAD 83(1986)-  44 40 56.     (N)    093 30 04.     (W)     SCALED    
 AC8130* NAVD 88     -       289.310  (meters)     949.18   (feet)  ADJUSTED  
 AC8130  ___________________________________________________________________
 AC8130  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AC8130  DYNAMIC HT  -         289.297 (meters)     949.14  (feet)  COMP
 AC8130  MODELED GRAV-     980,566.2   (mgal)                       NAVD 88
 AC8130
 AC8130  VERT ORDER  -  SECOND    CLASS I
 AC8130
 AC8130.The horizontal coordinates were scaled from a topographic map and have
 AC8130.an estimated accuracy of +/- 6 seconds.
 AC8130
 AC8130.The orthometric height was determined by differential leveling
 AC8130.and adjusted by the National Geodetic Survey in September 1997..
 AC8130
 AC8130.The geoid height was determined by GEOID03.
 AC8130
 AC8130.The dynamic height is computed by dividing the NAVD 88
 AC8130.geopotential number by the normal gravity value computed on the
 AC8130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8130.degrees latitude (g = 980.6199 gals.).
 AC8130
 AC8130.The modeled gravity was interpolated from observed gravity values.
 AC8130
 AC8130;                    North         East    Units  Estimated Accuracy
 AC8130;SPC MN S     -   287,040.      839,550.      MT  (+/- 180 meters Scaled)
 AC8130
 AC8130                          SUPERSEDED SURVEY CONTROL
 AC8130
 AC8130.No superseded survey control is available for this station.
 AC8130
 AC8130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK602477(NAD 83)
 AC8130_MARKER: DD = SURVEY DISK
 AC8130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8130_STAMPING: 7001 Z 1980
 AC8130_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8130
 AC8130  HISTORY     - Date     Condition        Report By
 AC8130  HISTORY     - 1980     MONUMENTED       MNDT
 AC8130  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 AC8130
 AC8130                          STATION DESCRIPTION
 AC8130
 AC8130'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8130'THE MARK IS LOCATED ABOUT 2.05 MILES NORTH ALONG TRUNK HIGHWAY 13 FROM
 AC8130'ITS JUNCTION WITH COUNTY ROAD 10 IN LYDIA OR 0.5 MILE SOUTH ALONG
 AC8130'HIGHWAY 13 FROM ITS JUNCTION WITH TRUNK HIGHWAY 282, IS IN THE NE 1/4
 AC8130'OF SECTION 18, T114N, R22W, AND IS NEAR HIGHWAY 13 MILEPOINT 80.4.  IT
 AC8130'IS 84 FEET EAST OF THE CENTERLINE OF HIGHWAY 13, 15 FEET NORTH OF A
 AC8130'GRAVEL DRIVEWAY TO THE EAST, 4 FEET NORTH OF A POWER POLE, 1.5 FEET
 AC8130'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK
 AC8130'DISK STAMPED---7001 Z 1980---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT
 AC8130'PRECAST CONCRETE POST 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 AC8130
 AC8130                          STATION RECOVERY (2002)
 AC8130
 AC8130'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8130'NO WITNESS POST PRESNT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8176 ***********************************************************************
 AC8176  DESIGNATION -  7002 A
 AC8176  PID         -  AC8176
 AC8176  STATE/COUNTY-  MN/SCOTT
 AC8176  USGS QUAD   -  JORDAN WEST (1981)
 AC8176
 AC8176                         *CURRENT SURVEY CONTROL
 AC8176  ___________________________________________________________________
 AC8176* NAD 83(1986)-  44 39 36.     (N)    093 37 45.     (W)     SCALED    
 AC8176* NAVD 88     -       247.716  (meters)     812.71   (feet)  ADJUSTED  
 AC8176  ___________________________________________________________________
 AC8176  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AC8176  DYNAMIC HT  -         247.703 (meters)     812.67  (feet)  COMP
 AC8176  MODELED GRAV-     980,558.8   (mgal)                       NAVD 88
 AC8176
 AC8176  VERT ORDER  -  SECOND    CLASS I
 AC8176
 AC8176.The horizontal coordinates were scaled from a topographic map and have
 AC8176.an estimated accuracy of +/- 6 seconds.
 AC8176
 AC8176.The orthometric height was determined by differential leveling
 AC8176.and adjusted by the National Geodetic Survey in September 1997..
 AC8176
 AC8176.The geoid height was determined by GEOID03.
 AC8176
 AC8176.The dynamic height is computed by dividing the NAVD 88
 AC8176.geopotential number by the normal gravity value computed on the
 AC8176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8176.degrees latitude (g = 980.6199 gals.).
 AC8176
 AC8176.The modeled gravity was interpolated from observed gravity values.
 AC8176
 AC8176;                    North         East    Units  Estimated Accuracy
 AC8176;SPC MN S     -   284,510.      829,410.      MT  (+/- 180 meters Scaled)
 AC8176
 AC8176                          SUPERSEDED SURVEY CONTROL
 AC8176
 AC8176.No superseded survey control is available for this station.
 AC8176
 AC8176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK501453(NAD 83)
 AC8176_MARKER: DD = SURVEY DISK
 AC8176_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8176_STAMPING: 7002 A 1980
 AC8176_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8176
 AC8176  HISTORY     - Date     Condition        Report By
 AC8176  HISTORY     - 1980     MONUMENTED       MNDT
 AC8176  HISTORY     - 20021023 GOOD             USPSQD
 AC8176
 AC8176                          STATION DESCRIPTION
 AC8176
 AC8176'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8176'THE MARK IS LOCATED 0.5 MILE SOUTH ALONG TRUNK HIGHWAY 21 FROM ITS
 AC8176'JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN, IN THE SE 1/4 OF SECTION
 AC8176'19, T114N, R23W.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AC8176'STAMPED---7002 A 1980---, IS SET IN THE TOP OF THE SOUTHEAST WINGWALL
 AC8176'OF BRIDGE NUMBER 9123 (TRUNK HIGHWAY 21 OVER THE RAILROAD TRACK) AT
 AC8176'MILEPOINT 35.2.
 AC8176
 AC8176                          STATION RECOVERY (2002)
 AC8176
 AC8176'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8159 ***********************************************************************
 AC8159  DESIGNATION -  7002 B
 AC8159  PID         -  AC8159
 AC8159  STATE/COUNTY-  MN/SCOTT
 AC8159  USGS QUAD   -  NEW PRAGUE (1981)
 AC8159
 AC8159                         *CURRENT SURVEY CONTROL
 AC8159  ___________________________________________________________________
 AC8159* NAD 83(1986)-  44 33 00.     (N)    093 35 04.     (W)     SCALED    
 AC8159* NAVD 88     -       295.629  (meters)     969.91   (feet)  ADJUSTED  
 AC8159  ___________________________________________________________________
 AC8159  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AC8159  DYNAMIC HT  -         295.609 (meters)     969.84  (feet)  COMP
 AC8159  MODELED GRAV-     980,540.8   (mgal)                       NAVD 88
 AC8159
 AC8159  VERT ORDER  -  SECOND    CLASS I
 AC8159
 AC8159.The horizontal coordinates were scaled from a topographic map and have
 AC8159.an estimated accuracy of +/- 6 seconds.
 AC8159
 AC8159.The orthometric height was determined by differential leveling
 AC8159.and adjusted by the National Geodetic Survey in September 1997..
 AC8159
 AC8159.The geoid height was determined by GEOID03.
 AC8159
 AC8159.The dynamic height is computed by dividing the NAVD 88
 AC8159.geopotential number by the normal gravity value computed on the
 AC8159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8159.degrees latitude (g = 980.6199 gals.).
 AC8159
 AC8159.The modeled gravity was interpolated from observed gravity values.
 AC8159
 AC8159;                    North         East    Units  Estimated Accuracy
 AC8159;SPC MN S     -   272,310.      833,020.      MT  (+/- 180 meters Scaled)
 AC8159
 AC8159                          SUPERSEDED SURVEY CONTROL
 AC8159
 AC8159.No superseded survey control is available for this station.
 AC8159
 AC8159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK535331(NAD 83)
 AC8159_MARKER: DD = SURVEY DISK
 AC8159_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8159+WITH SETTING: INTO GROUND
 AC8159_STAMPING: 7002 B 1980
 AC8159_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8159
 AC8159  HISTORY     - Date     Condition        Report By
 AC8159  HISTORY     - 1980     MONUMENTED       MNDT
 AC8159
 AC8159                          STATION DESCRIPTION
 AC8159
 AC8159'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8159'THE MARK IS LOCATED 0.5 MILE NORTH ALONG TRUNK HIGHWAY 21 FROM ITS
 AC8159'JUNCTION WITH TRUNK HIGHWAY 19 IN NEW PRAGUE, IN THE SOUTHEAST
 AC8159'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 21 AND 7TH STREET
 AC8159'NORTHWEST, IN THE SW 1/4 OF SECTION 34, T113N, R23W.  THE MARK IS 71
 AC8159'FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 21 AT MILEPOINT 26.9, 70
 AC8159'FEET SOUTH OF THE CENTER OF 7TH STREET NORTHWEST, 33 FEET SOUTH OF A
 AC8159'POWER POLE, 3 FEET NORTH OF A GUY POLE, AND 0.5 FOOT WEST OF A STEEL
 AC8159'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AC8159'DISK STAMPED---7002 B 1980---, IS SET ON THE TOP OF A 5/8 INCH
 AC8159'DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD WITH 4 INCHES OF STEEL
 AC8159'FENCE POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6
 AC8159'INCH DIAMETER HOLE.  THE MARK IS BURIED 1 INCH BELOW THE SURFACE OF
 AC8159'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8160 ***********************************************************************
 AC8160  DESIGNATION -  7002 C
 AC8160  PID         -  AC8160
 AC8160  STATE/COUNTY-  MN/SCOTT
 AC8160  USGS QUAD   -  NEW PRAGUE (1981)
 AC8160
 AC8160                         *CURRENT SURVEY CONTROL
 AC8160  ___________________________________________________________________
 AC8160* NAD 83(1986)-  44 33 35.     (N)    093 35 04.     (W)     SCALED    
 AC8160* NAVD 88     -       298.689  (meters)     979.95   (feet)  ADJUSTED  
 AC8160  ___________________________________________________________________
 AC8160  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AC8160  DYNAMIC HT  -         298.669 (meters)     979.88  (feet)  COMP
 AC8160  MODELED GRAV-     980,541.6   (mgal)                       NAVD 88
 AC8160
 AC8160  VERT ORDER  -  SECOND    CLASS I
 AC8160
 AC8160.The horizontal coordinates were scaled from a topographic map and have
 AC8160.an estimated accuracy of +/- 6 seconds.
 AC8160
 AC8160.The orthometric height was determined by differential leveling
 AC8160.and adjusted by the National Geodetic Survey in September 1997..
 AC8160
 AC8160.The geoid height was determined by GEOID03.
 AC8160
 AC8160.The dynamic height is computed by dividing the NAVD 88
 AC8160.geopotential number by the normal gravity value computed on the
 AC8160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8160.degrees latitude (g = 980.6199 gals.).
 AC8160
 AC8160.The modeled gravity was interpolated from observed gravity values.
 AC8160
 AC8160;                    North         East    Units  Estimated Accuracy
 AC8160;SPC MN S     -   273,390.      833,010.      MT  (+/- 180 meters Scaled)
 AC8160
 AC8160                          SUPERSEDED SURVEY CONTROL
 AC8160
 AC8160.No superseded survey control is available for this station.
 AC8160
 AC8160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK535342(NAD 83)
 AC8160_MARKER: DD = SURVEY DISK
 AC8160_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8160+WITH SETTING: INTO GROUND
 AC8160_STAMPING: 7002 C 1980
 AC8160_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8160
 AC8160  HISTORY     - Date     Condition        Report By
 AC8160  HISTORY     - 1980     MONUMENTED       MNDT
 AC8160
 AC8160                          STATION DESCRIPTION
 AC8160
 AC8160'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8160'THE MARK IS LOCATED 1.05 MILES NORTH ALONG TRUNK HIGHWAY 21 FROM ITS
 AC8160'JUNCTION WITH TRUNK HIGHWAY 19 IN NEW PRAGUE, IN THE SW 1/4 OF SECTION
 AC8160'27, T113N, R23W.  THE MARK IS 62 FEET EAST OF THE CENTERLINE OF TRUNK
 AC8160'HIGHWAY 21 AT MILEPOINT 27.55, 39 FEET WEST OF THE CENTER OF THE
 AC8160'RAILROAD TRACK, 21 FEET SOUTHEAST OF A TELEPHONE PEDESTAL, 14 FEET
 AC8160'EAST OF A GUY POLE, AND 0.5 FOOT WEST OF A STEEL WITNESS POST.  THE
 AC8160'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---7002 C
 AC8160'1980---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG
 AC8160'COPPER COATED STEEL ROD WITH 4 INCHES OF STEEL FENCE POST BOLTED TO
 AC8160'THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AC8160'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8161 ***********************************************************************
 AC8161  DESIGNATION -  7002 D
 AC8161  PID         -  AC8161
 AC8161  STATE/COUNTY-  MN/SCOTT
 AC8161  USGS QUAD   -  NEW PRAGUE (1981)
 AC8161
 AC8161                         *CURRENT SURVEY CONTROL
 AC8161  ___________________________________________________________________
 AC8161* NAD 83(1986)-  44 34 00.     (N)    093 35 09.     (W)     SCALED    
 AC8161* NAVD 88     -       299.561  (meters)     982.81   (feet)  ADJUSTED  
 AC8161  ___________________________________________________________________
 AC8161  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AC8161  DYNAMIC HT  -         299.541 (meters)     982.74  (feet)  COMP
 AC8161  MODELED GRAV-     980,542.1   (mgal)                       NAVD 88
 AC8161
 AC8161  VERT ORDER  -  SECOND    CLASS I
 AC8161
 AC8161.The horizontal coordinates were scaled from a topographic map and have
 AC8161.an estimated accuracy of +/- 6 seconds.
 AC8161
 AC8161.The orthometric height was determined by differential leveling
 AC8161.and adjusted by the National Geodetic Survey in September 1997..
 AC8161
 AC8161.The geoid height was determined by GEOID03.
 AC8161
 AC8161.The dynamic height is computed by dividing the NAVD 88
 AC8161.geopotential number by the normal gravity value computed on the
 AC8161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8161.degrees latitude (g = 980.6199 gals.).
 AC8161
 AC8161.The modeled gravity was interpolated from observed gravity values.
 AC8161
 AC8161;                    North         East    Units  Estimated Accuracy
 AC8161;SPC MN S     -   274,160.      832,900.      MT  (+/- 180 meters Scaled)
 AC8161
 AC8161                          SUPERSEDED SURVEY CONTROL
 AC8161
 AC8161.No superseded survey control is available for this station.
 AC8161
 AC8161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK534349(NAD 83)
 AC8161_MARKER: DD = SURVEY DISK
 AC8161_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8161+WITH SETTING: INTO GROUND
 AC8161_STAMPING: 7002 D 1980
 AC8161_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8161
 AC8161  HISTORY     - Date     Condition        Report By
 AC8161  HISTORY     - 1980     MONUMENTED       MNDT
 AC8161
 AC8161                          STATION DESCRIPTION
 AC8161
 AC8161'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8161'THE MARK IS LOCATED 1.55 MILES NORTH ALONG TRUNK HIGHWAY 21 FROM ITS
 AC8161'JUNCTION WITH TRUNK HIGHWAY 19 IN NEW PRAGUE, IN THE NE 1/4 OF SECTION
 AC8161'28, T113N, R23W.  THE MARK IS 73 FEET EAST OF THE CENTERLINE OF TRUNK
 AC8161'HIGHWAY 21 AT MILEPOINT 28.0, ABOUT 300 FEET SOUTHEAST OF A TRACTOR
 AC8161'DEALERSHIP, 40 FEET SOUTH OF A TELEPHONE PEDESTAL, AND 0.5 FOOT WEST
 AC8161'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AC8161'MONUMENT DISK STAMPED---7002 D 1980---, IS SET ON THE TOP OF A 5/8
 AC8161'INCH DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD WITH 4 INCHES OF
 AC8161'STEEL FENCE POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE
 AC8161'IN A 6 INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 AC8161'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8162 ***********************************************************************
 AC8162  DESIGNATION -  7002 E
 AC8162  PID         -  AC8162
 AC8162  STATE/COUNTY-  MN/SCOTT
 AC8162  USGS QUAD   -  NEW PRAGUE (1981)
 AC8162
 AC8162                         *CURRENT SURVEY CONTROL
 AC8162  ___________________________________________________________________
 AC8162* NAD 83(1986)-  44 34 23.     (N)    093 35 03.     (W)     SCALED    
 AC8162* NAVD 88     -       293.298  (meters)     962.26   (feet)  ADJUSTED  
 AC8162  ___________________________________________________________________
 AC8162  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AC8162  DYNAMIC HT  -         293.279 (meters)     962.20  (feet)  COMP
 AC8162  MODELED GRAV-     980,543.2   (mgal)                       NAVD 88
 AC8162
 AC8162  VERT ORDER  -  SECOND    CLASS I
 AC8162
 AC8162.The horizontal coordinates were scaled from a topographic map and have
 AC8162.an estimated accuracy of +/- 6 seconds.
 AC8162
 AC8162.The orthometric height was determined by differential leveling
 AC8162.and adjusted by the National Geodetic Survey in September 1997..
 AC8162
 AC8162.The geoid height was determined by GEOID03.
 AC8162
 AC8162.The dynamic height is computed by dividing the NAVD 88
 AC8162.geopotential number by the normal gravity value computed on the
 AC8162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8162.degrees latitude (g = 980.6199 gals.).
 AC8162
 AC8162.The modeled gravity was interpolated from observed gravity values.
 AC8162
 AC8162;                    North         East    Units  Estimated Accuracy
 AC8162;SPC MN S     -   274,870.      833,030.      MT  (+/- 180 meters Scaled)
 AC8162
 AC8162                          SUPERSEDED SURVEY CONTROL
 AC8162
 AC8162.No superseded survey control is available for this station.
 AC8162
 AC8162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK536356(NAD 83)
 AC8162_MARKER: DD = SURVEY DISK
 AC8162_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8162_STAMPING: 7002 E 1980
 AC8162_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8162
 AC8162  HISTORY     - Date     Condition        Report By
 AC8162  HISTORY     - 1980     MONUMENTED       MNDT
 AC8162
 AC8162                          STATION DESCRIPTION
 AC8162
 AC8162'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8162'THE MARK IS LOCATED 2.1 MILES NORTH ALONG TRUNK HIGHWAY 21 FROM ITS
 AC8162'JUNCTION WITH TRUNK HIGHWAY 19 IN NEW PRAGUE, 133 FEET NORTH OF COUNTY
 AC8162'ROAD 54, IN THE SW 1/4 OF SECTION 22, T113N, R23W.  THE MARK IS 72
 AC8162'FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 21 AT MILEPOINT 28.5, 98
 AC8162'FEET NORTH OF A TELEPHONE INSPECTION BOX, AND 3.0 FEET WEST OF A STEEL
 AC8162'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AC8162'DISK STAMPED---7002 E 1980---, IS SET ON THE TOP OF A 5/8 INCH
 AC8162'DIAMETER BY 18 FOOT LONG DRIVEN COPPER COATED STEEL ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8163 ***********************************************************************
 AC8163  DESIGNATION -  7002 F
 AC8163  PID         -  AC8163
 AC8163  STATE/COUNTY-  MN/SCOTT
 AC8163  USGS QUAD   -  NEW PRAGUE (1981)
 AC8163
 AC8163                         *CURRENT SURVEY CONTROL
 AC8163  ___________________________________________________________________
 AC8163* NAD 83(1986)-  44 35 03.     (N)    093 35 07.     (W)     SCALED    
 AC8163* NAVD 88     -       285.705  (meters)     937.35   (feet)  ADJUSTED  
 AC8163  ___________________________________________________________________
 AC8163  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 AC8163  DYNAMIC HT  -         285.686 (meters)     937.29  (feet)  COMP
 AC8163  MODELED GRAV-     980,544.7   (mgal)                       NAVD 88
 AC8163
 AC8163  VERT ORDER  -  SECOND    CLASS I
 AC8163
 AC8163.The horizontal coordinates were scaled from a topographic map and have
 AC8163.an estimated accuracy of +/- 6 seconds.
 AC8163
 AC8163.The orthometric height was determined by differential leveling
 AC8163.and adjusted by the National Geodetic Survey in September 1997..
 AC8163
 AC8163.The geoid height was determined by GEOID03.
 AC8163
 AC8163.The dynamic height is computed by dividing the NAVD 88
 AC8163.geopotential number by the normal gravity value computed on the
 AC8163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8163.degrees latitude (g = 980.6199 gals.).
 AC8163
 AC8163.The modeled gravity was interpolated from observed gravity values.
 AC8163
 AC8163;                    North         East    Units  Estimated Accuracy
 AC8163;SPC MN S     -   276,100.      832,930.      MT  (+/- 180 meters Scaled)
 AC8163
 AC8163                          SUPERSEDED SURVEY CONTROL
 AC8163
 AC8163.No superseded survey control is available for this station.
 AC8163
 AC8163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK535369(NAD 83)
 AC8163_MARKER: DD = SURVEY DISK
 AC8163_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8163+WITH SETTING: INTO GROUND
 AC8163_STAMPING: 7002 F 1980
 AC8163_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8163
 AC8163  HISTORY     - Date     Condition        Report By
 AC8163  HISTORY     - 1980     MONUMENTED       MNDT
 AC8163
 AC8163                          STATION DESCRIPTION
 AC8163
 AC8163'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8163'THE MARK IS LOCATED 2.75 MILES NORTH ALONG TRUNK HIGHWAY 21 FROM ITS
 AC8163'JUNCTION WITH TRUNK HIGHWAY 19 IN NEW PRAGUE, IN THE NE 1/4 OF SECTION
 AC8163'21, T113N, R23W.  THE MARK IS 69 FEET WEST OF THE CENTERLINE OF TRUNK
 AC8163'HIGHWAY 21 AT MILEPOINT 29.15, 4 FEET EAST OF POWER POLE NUMBER 175,
 AC8163'AND 0.5 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AC8163'VERTICAL CONTROL MONUMENT DISK STAMPED---7002 F 1980---, IS SET ON THE
 AC8163'TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD WITH
 AC8163'4 INCHES OF STEEL FENCE POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES
 AC8163'OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH THE
 AC8163'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8164 ***********************************************************************
 AC8164  DESIGNATION -  7002 G
 AC8164  PID         -  AC8164
 AC8164  STATE/COUNTY-  MN/SCOTT
 AC8164  USGS QUAD   -  NEW PRAGUE (1981)
 AC8164
 AC8164                         *CURRENT SURVEY CONTROL
 AC8164  ___________________________________________________________________
 AC8164* NAD 83(1986)-  44 35 31.     (N)    093 35 06.     (W)     SCALED    
 AC8164* NAVD 88     -       284.930  (meters)     934.81   (feet)  ADJUSTED  
 AC8164  ___________________________________________________________________
 AC8164  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AC8164  DYNAMIC HT  -         284.912 (meters)     934.75  (feet)  COMP
 AC8164  MODELED GRAV-     980,546.1   (mgal)                       NAVD 88
 AC8164
 AC8164  VERT ORDER  -  SECOND    CLASS I
 AC8164
 AC8164.The horizontal coordinates were scaled from a topographic map and have
 AC8164.an estimated accuracy of +/- 6 seconds.
 AC8164
 AC8164.The orthometric height was determined by differential leveling
 AC8164.and adjusted by the National Geodetic Survey in September 1997..
 AC8164
 AC8164.The geoid height was determined by GEOID03.
 AC8164
 AC8164.The dynamic height is computed by dividing the NAVD 88
 AC8164.geopotential number by the normal gravity value computed on the
 AC8164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8164.degrees latitude (g = 980.6199 gals.).
 AC8164
 AC8164.The modeled gravity was interpolated from observed gravity values.
 AC8164
 AC8164;                    North         East    Units  Estimated Accuracy
 AC8164;SPC MN S     -   276,970.      832,950.      MT  (+/- 180 meters Scaled)
 AC8164
 AC8164                          SUPERSEDED SURVEY CONTROL
 AC8164
 AC8164.No superseded survey control is available for this station.
 AC8164
 AC8164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK535377(NAD 83)
 AC8164_MARKER: DD = SURVEY DISK
 AC8164_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8164+WITH SETTING: INTO GROUND
 AC8164_STAMPING: 7002 G 1980
 AC8164_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8164
 AC8164  HISTORY     - Date     Condition        Report By
 AC8164  HISTORY     - 1980     MONUMENTED       MNDT
 AC8164
 AC8164                          STATION DESCRIPTION
 AC8164
 AC8164'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8164'THE MARK IS LOCATED 3.25 MILES NORTH ALONG TRUNK HIGHWAY 21 FROM ITS
 AC8164'JUNCTION WITH TRUNK HIGHWAY 19 IN NEW PRAGUE, IN THE SE 1/4 OF SECTION
 AC8164'16, T113N, R23W.  THE MARK IS 80 FEET EAST OF THE CENTERLINE OF TRUNK
 AC8164'HIGHWAY 21 AT MILEPOINT 29.65, 33 FEET WEST OF THE CENTER OF A
 AC8164'RAILROAD TRACK, 17 FEET EAST-NORTHEAST OF A GUY POLE WITH 4 ANCHORS,
 AC8164'AND 0.5 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AC8164'VERTICAL CONTROL MONUMENT DISK STAMPED---7002 G 1980---, IS SET ON THE
 AC8164'TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD WITH
 AC8164'4 INCHES OF STEEL FENCE POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES
 AC8164'OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH THE
 AC8164'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8165 ***********************************************************************
 AC8165  DESIGNATION -  7002 H
 AC8165  PID         -  AC8165
 AC8165  STATE/COUNTY-  MN/SCOTT
 AC8165  USGS QUAD   -  NEW PRAGUE (1981)
 AC8165
 AC8165                         *CURRENT SURVEY CONTROL
 AC8165  ___________________________________________________________________
 AC8165* NAD 83(1986)-  44 35 43.     (N)    093 35 31.     (W)     SCALED    
 AC8165* NAVD 88     -       285.915  (meters)     938.04   (feet)  ADJUSTED  
 AC8165  ___________________________________________________________________
 AC8165  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AC8165  DYNAMIC HT  -         285.897 (meters)     937.98  (feet)  COMP
 AC8165  MODELED GRAV-     980,545.6   (mgal)                       NAVD 88
 AC8165
 AC8165  VERT ORDER  -  SECOND    CLASS I
 AC8165
 AC8165.The horizontal coordinates were scaled from a topographic map and have
 AC8165.an estimated accuracy of +/- 6 seconds.
 AC8165
 AC8165.The orthometric height was determined by differential leveling
 AC8165.and adjusted by the National Geodetic Survey in September 1997..
 AC8165
 AC8165.The geoid height was determined by GEOID03.
 AC8165
 AC8165.The dynamic height is computed by dividing the NAVD 88
 AC8165.geopotential number by the normal gravity value computed on the
 AC8165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8165.degrees latitude (g = 980.6199 gals.).
 AC8165
 AC8165.The modeled gravity was interpolated from observed gravity values.
 AC8165
 AC8165;                    North         East    Units  Estimated Accuracy
 AC8165;SPC MN S     -   277,340.      832,400.      MT  (+/- 180 meters Scaled)
 AC8165
 AC8165                          SUPERSEDED SURVEY CONTROL
 AC8165
 AC8165.No superseded survey control is available for this station.
 AC8165
 AC8165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK530381(NAD 83)
 AC8165_MARKER: DD = SURVEY DISK
 AC8165_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8165+WITH SETTING: INTO GROUND
 AC8165_STAMPING: 7002 H 1980
 AC8165_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8165
 AC8165  HISTORY     - Date     Condition        Report By
 AC8165  HISTORY     - 1980     MONUMENTED       MNDT
 AC8165
 AC8165                          STATION DESCRIPTION
 AC8165
 AC8165'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8165'THE MARK IS LOCATED 3.7 MILES NORTH ALONG TRUNK HIGHWAY 21 FROM ITS
 AC8165'JUNCTION WITH TRUNK HIGHWAY 19 IN NEW PRAGUE, IN THE NE 1/4 OF SECTION
 AC8165'16, T113N, R23W.  THE MARK IS 69 FEET WEST OF THE CENTERLINE OF TRUNK
 AC8165'HIGHWAY 21 AT MILEPOINT 30.1, 78 FEET NORTH OF THE CENTER OF A FIELD
 AC8165'ENTRANCE, 4 FEET EAST OF POWER POLE NUMBER 153, AND 0.5 FOOT EAST OF A
 AC8165'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AC8165'MONUMENT DISK STAMPED---7002 H 1980---, IS SET ON THE TOP OF A 5/8
 AC8165'INCH DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD WITH 4 INCHES OF
 AC8165'STEEL FENCE POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE
 AC8165'IN A 6 INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 AC8165'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8167 ***********************************************************************
 AC8167  DESIGNATION -  7002 K
 AC8167  PID         -  AC8167
 AC8167  STATE/COUNTY-  MN/SCOTT
 AC8167  USGS QUAD   -  NEW PRAGUE (1981)
 AC8167
 AC8167                         *CURRENT SURVEY CONTROL
 AC8167  ___________________________________________________________________
 AC8167* NAD 83(1986)-  44 36 10.     (N)    093 36 11.     (W)     SCALED    
 AC8167* NAVD 88     -       280.067  (meters)     918.85   (feet)  ADJUSTED  
 AC8167  ___________________________________________________________________
 AC8167  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AC8167  DYNAMIC HT  -         280.049 (meters)     918.79  (feet)  COMP
 AC8167  MODELED GRAV-     980,545.1   (mgal)                       NAVD 88
 AC8167
 AC8167  VERT ORDER  -  SECOND    CLASS I
 AC8167
 AC8167.The horizontal coordinates were scaled from a topographic map and have
 AC8167.an estimated accuracy of +/- 6 seconds.
 AC8167
 AC8167.The orthometric height was determined by differential leveling
 AC8167.and adjusted by the National Geodetic Survey in September 1997..
 AC8167
 AC8167.The geoid height was determined by GEOID03.
 AC8167
 AC8167.The dynamic height is computed by dividing the NAVD 88
 AC8167.geopotential number by the normal gravity value computed on the
 AC8167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8167.degrees latitude (g = 980.6199 gals.).
 AC8167
 AC8167.The modeled gravity was interpolated from observed gravity values.
 AC8167
 AC8167;                    North         East    Units  Estimated Accuracy
 AC8167;SPC MN S     -   278,160.      831,510.      MT  (+/- 180 meters Scaled)
 AC8167
 AC8167                          SUPERSEDED SURVEY CONTROL
 AC8167
 AC8167.No superseded survey control is available for this station.
 AC8167
 AC8167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK521390(NAD 83)
 AC8167_MARKER: DD = SURVEY DISK
 AC8167_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8167_STAMPING: 7002 K 1980
 AC8167_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8167
 AC8167  HISTORY     - Date     Condition        Report By
 AC8167  HISTORY     - 1980     MONUMENTED       MNDT
 AC8167
 AC8167                          STATION DESCRIPTION
 AC8167
 AC8167'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8167'THE MARK IS LOCATED 4.6 MILES NORTH ALONG TRUNK HIGHWAY 21 FROM ITS
 AC8167'JUNCTION WITH TRUNK HIGHWAY 19 IN NEW PRAGUE, OR 4.7 MILES SOUTH ALONG
 AC8167'TRUNK HIGHWAY 21 FROM ITS JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN,
 AC8167'IN THE SW 1/4 OF SECTION 9, T113N, R23W.  THE MARK IS 67 FEET EAST OF
 AC8167'THE CENTERLINE OF TRUNK HIGHWAY 21 AT MILEPOINT 31.0, 100 FEET SOUTH
 AC8167'OF THE NORTH JUNCTION OF TRUNK HIGHWAY 21 AND HELENA TOWNSHIP ROAD 1,
 AC8167'3 FEET WEST OF A TELEPHONE POLE, AND 2.0 FEET WEST OF A STEEL WITNESS
 AC8167'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AC8167'STAMPED---7002 K 1980---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY
 AC8167'28 FOOT LONG DRIVEN COPPER COATED STEEL ROD THAT IS FLUSH WITH THE
 AC8167'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8168 ***********************************************************************
 AC8168  DESIGNATION -  7002 L
 AC8168  PID         -  AC8168
 AC8168  STATE/COUNTY-  MN/SCOTT
 AC8168  USGS QUAD   -  NEW PRAGUE (1981)
 AC8168
 AC8168                         *CURRENT SURVEY CONTROL
 AC8168  ___________________________________________________________________
 AC8168* NAD 83(1986)-  44 36 37.     (N)    093 36 19.     (W)     SCALED    
 AC8168* NAVD 88     -       285.813  (meters)     937.70   (feet)  ADJUSTED  
 AC8168  ___________________________________________________________________
 AC8168  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AC8168  DYNAMIC HT  -         285.795 (meters)     937.65  (feet)  COMP
 AC8168  MODELED GRAV-     980,546.6   (mgal)                       NAVD 88
 AC8168
 AC8168  VERT ORDER  -  SECOND    CLASS I
 AC8168
 AC8168.The horizontal coordinates were scaled from a topographic map and have
 AC8168.an estimated accuracy of +/- 6 seconds.
 AC8168
 AC8168.The orthometric height was determined by differential leveling
 AC8168.and adjusted by the National Geodetic Survey in September 1997..
 AC8168
 AC8168.The geoid height was determined by GEOID03.
 AC8168
 AC8168.The dynamic height is computed by dividing the NAVD 88
 AC8168.geopotential number by the normal gravity value computed on the
 AC8168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8168.degrees latitude (g = 980.6199 gals.).
 AC8168
 AC8168.The modeled gravity was interpolated from observed gravity values.
 AC8168
 AC8168;                    North         East    Units  Estimated Accuracy
 AC8168;SPC MN S     -   279,000.      831,330.      MT  (+/- 180 meters Scaled)
 AC8168
 AC8168                          SUPERSEDED SURVEY CONTROL
 AC8168
 AC8168.No superseded survey control is available for this station.
 AC8168
 AC8168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK519398(NAD 83)
 AC8168_MARKER: DD = SURVEY DISK
 AC8168_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8168+WITH SETTING: INTO GROUND
 AC8168_STAMPING: 7002 L 1980
 AC8168_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8168
 AC8168  HISTORY     - Date     Condition        Report By
 AC8168  HISTORY     - 1980     MONUMENTED       MNDT
 AC8168
 AC8168                          STATION DESCRIPTION
 AC8168
 AC8168'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8168'THE MARK IS LOCATED 4.1 MILES SOUTH ALONG TRUNK HIGHWAY 21 FROM ITS
 AC8168'JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN, IN THE NE 1/4 OF SECTION 8,
 AC8168'T113N, R23W.  THE MARK IS 66 FEET WEST OF THE CENTERLINE OF TRUNK
 AC8168'HIGHWAY 21 AT MILEPOINT 31.6, 45 FEET SOUTH OF THE CENTER OF A FIELD
 AC8168'ENTRANCE, 135 FEET SOUTH OF A FENCE CORNER, 74 FEET NORTH OF POWER
 AC8168'POLE NUMBER 116, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE MARK,
 AC8168'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---7002 L
 AC8168'1980---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG
 AC8168'COPPER COATED STEEL ROD WITH 4 INCHES OF STEEL FENCE POST BOLTED TO
 AC8168'THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AC8168'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8169 ***********************************************************************
 AC8169  DESIGNATION -  7002 M
 AC8169  PID         -  AC8169
 AC8169  STATE/COUNTY-  MN/SCOTT
 AC8169  USGS QUAD   -  NEW PRAGUE (1981)
 AC8169
 AC8169                         *CURRENT SURVEY CONTROL
 AC8169  ___________________________________________________________________
 AC8169* NAD 83(1986)-  44 37 05.     (N)    093 36 20.     (W)     SCALED    
 AC8169* NAVD 88     -       285.206  (meters)     935.71   (feet)  ADJUSTED  
 AC8169  ___________________________________________________________________
 AC8169  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AC8169  DYNAMIC HT  -         285.189 (meters)     935.66  (feet)  COMP
 AC8169  MODELED GRAV-     980,548.6   (mgal)                       NAVD 88
 AC8169
 AC8169  VERT ORDER  -  SECOND    CLASS I
 AC8169
 AC8169.The horizontal coordinates were scaled from a topographic map and have
 AC8169.an estimated accuracy of +/- 6 seconds.
 AC8169
 AC8169.The orthometric height was determined by differential leveling
 AC8169.and adjusted by the National Geodetic Survey in September 1997..
 AC8169
 AC8169.The geoid height was determined by GEOID03.
 AC8169
 AC8169.The dynamic height is computed by dividing the NAVD 88
 AC8169.geopotential number by the normal gravity value computed on the
 AC8169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8169.degrees latitude (g = 980.6199 gals.).
 AC8169
 AC8169.The modeled gravity was interpolated from observed gravity values.
 AC8169
 AC8169;                    North         East    Units  Estimated Accuracy
 AC8169;SPC MN S     -   279,860.      831,300.      MT  (+/- 180 meters Scaled)
 AC8169
 AC8169                          SUPERSEDED SURVEY CONTROL
 AC8169
 AC8169.No superseded survey control is available for this station.
 AC8169
 AC8169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK519407(NAD 83)
 AC8169_MARKER: DD = SURVEY DISK
 AC8169_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8169+WITH SETTING: INTO GROUND
 AC8169_STAMPING: 7002 M 1980
 AC8169_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8169
 AC8169  HISTORY     - Date     Condition        Report By
 AC8169  HISTORY     - 1980     MONUMENTED       MNDT
 AC8169
 AC8169                          STATION DESCRIPTION
 AC8169
 AC8169'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8169'THE MARK IS LOCATED 3.6 MILES SOUTH ALONG TRUNK HIGHWAY 21 FROM ITS
 AC8169'JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN, IN THE SE 1/4 OF SECTION 5,
 AC8169'T113N, R23W.  THE MARK IS 70 FEET WEST OF THE CENTERLINE OF TRUNK
 AC8169'HIGHWAY 21 AT MILEPOINT 32.1, 11 FEET SOUTH OF THE CENTER OF A FIELD
 AC8169'ENTRANCE, 4 FEET EAST OF POWER POLE NUMBER 103, AND 1.0 FOOT SOUTH OF
 AC8169'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AC8169'MONUMENT DISK STAMPED---7002 M 1980---, IS SET ON THE TOP OF A 5/8
 AC8169'INCH DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD WITH 4 INCHES OF
 AC8169'STEEL FENCE POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE
 AC8169'IN A 6 INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 AC8169'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8170 ***********************************************************************
 AC8170  DESIGNATION -  7002 N
 AC8170  PID         -  AC8170
 AC8170  STATE/COUNTY-  MN/SCOTT
 AC8170  USGS QUAD   -  JORDAN EAST (1981)
 AC8170
 AC8170                         *CURRENT SURVEY CONTROL
 AC8170  ___________________________________________________________________
 AC8170* NAD 83(1986)-  44 37 30.     (N)    093 36 29.     (W)     SCALED    
 AC8170* NAVD 88     -       280.404  (meters)     919.96   (feet)  ADJUSTED  
 AC8170  ___________________________________________________________________
 AC8170  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AC8170  DYNAMIC HT  -         280.387 (meters)     919.90  (feet)  COMP
 AC8170  MODELED GRAV-     980,550.2   (mgal)                       NAVD 88
 AC8170
 AC8170  VERT ORDER  -  SECOND    CLASS I
 AC8170
 AC8170.The horizontal coordinates were scaled from a topographic map and have
 AC8170.an estimated accuracy of +/- 6 seconds.
 AC8170
 AC8170.The orthometric height was determined by differential leveling
 AC8170.and adjusted by the National Geodetic Survey in September 1997..
 AC8170
 AC8170.The geoid height was determined by GEOID03.
 AC8170
 AC8170.The dynamic height is computed by dividing the NAVD 88
 AC8170.geopotential number by the normal gravity value computed on the
 AC8170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8170.degrees latitude (g = 980.6199 gals.).
 AC8170
 AC8170.The modeled gravity was interpolated from observed gravity values.
 AC8170
 AC8170;                    North         East    Units  Estimated Accuracy
 AC8170;SPC MN S     -   280,630.      831,100.      MT  (+/- 180 meters Scaled)
 AC8170
 AC8170                          SUPERSEDED SURVEY CONTROL
 AC8170
 AC8170.No superseded survey control is available for this station.
 AC8170
 AC8170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK517414(NAD 83)
 AC8170_MARKER: DD = SURVEY DISK
 AC8170_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8170+WITH SETTING: INTO GROUND
 AC8170_STAMPING: 7002 N 1980
 AC8170_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8170
 AC8170  HISTORY     - Date     Condition        Report By
 AC8170  HISTORY     - 1980     MONUMENTED       MNDT
 AC8170
 AC8170                          STATION DESCRIPTION
 AC8170
 AC8170'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8170'THE MARK IS LOCATED 3.1 MILES WOUTH ALONG TRUNK HIGHWAY 21 FROM ITS
 AC8170'JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN, IN THE NE 1/4 OF SECTION 5,
 AC8170'T113N, R23W.  THE MARK IS 67 FEET WEST OF THE CENTERLINE OF TRUNK
 AC8170'HIGHWAY 21 AT MILEPOINT 32.6, 60 FEET NORTH OF THE CNETER OF A FIELD
 AC8170'ENTRANCE, 5 FEET EAST OF POWER POLE NUMBER 91, AND 0.5 FOOT EAST OF A
 AC8170'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AC8170'MONUMENT DISK STAMPED---7002 N 1980---, IS SET ON THE TOP OF A 5/8
 AC8170'INCH DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD WITH 4 INCHES OF
 AC8170'STEEL FENCE POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE
 AC8170'IN A 6 INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 AC8170'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8171 ***********************************************************************
 AC8171  DESIGNATION -  7002 P
 AC8171  PID         -  AC8171
 AC8171  STATE/COUNTY-  MN/SCOTT
 AC8171  USGS QUAD   -  JORDAN EAST (1981)
 AC8171
 AC8171                         *CURRENT SURVEY CONTROL
 AC8171  ___________________________________________________________________
 AC8171* NAD 83(1986)-  44 37 52.     (N)    093 36 50.     (W)     SCALED    
 AC8171* NAVD 88     -       281.108  (meters)     922.27   (feet)  ADJUSTED  
 AC8171  ___________________________________________________________________
 AC8171  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AC8171  DYNAMIC HT  -         281.092 (meters)     922.22  (feet)  COMP
 AC8171  MODELED GRAV-     980,551.1   (mgal)                       NAVD 88
 AC8171
 AC8171  VERT ORDER  -  SECOND    CLASS I
 AC8171
 AC8171.The horizontal coordinates were scaled from a topographic map and have
 AC8171.an estimated accuracy of +/- 6 seconds.
 AC8171
 AC8171.The orthometric height was determined by differential leveling
 AC8171.and adjusted by the National Geodetic Survey in September 1997..
 AC8171
 AC8171.The geoid height was determined by GEOID03.
 AC8171
 AC8171.The dynamic height is computed by dividing the NAVD 88
 AC8171.geopotential number by the normal gravity value computed on the
 AC8171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8171.degrees latitude (g = 980.6199 gals.).
 AC8171
 AC8171.The modeled gravity was interpolated from observed gravity values.
 AC8171
 AC8171;                    North         East    Units  Estimated Accuracy
 AC8171;SPC MN S     -   281,310.      830,640.      MT  (+/- 180 meters Scaled)
 AC8171
 AC8171                          SUPERSEDED SURVEY CONTROL
 AC8171
 AC8171.No superseded survey control is available for this station.
 AC8171
 AC8171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK513421(NAD 83)
 AC8171_MARKER: DD = SURVEY DISK
 AC8171_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8171+WITH SETTING: INTO GROUND
 AC8171_STAMPING: 7002 P 1980
 AC8171_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8171
 AC8171  HISTORY     - Date     Condition        Report By
 AC8171  HISTORY     - 1980     MONUMENTED       MNDT
 AC8171
 AC8171                          STATION DESCRIPTION
 AC8171
 AC8171'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8171'THE MARK IS LOCATED 2.6 MILES SOUTH ALONG TRUNK HIGHWAY 21 FROM ITS
 AC8171'JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN, IN THE SE 1/4 OF SECTION
 AC8171'32, T114N, R23W.  THE MARK IS 65 FEET WEST OF THE CENTERLINE OF TRUNK
 AC8171'HIGHWAY 21 AT MILEPOINT 33.1, 135 FEET SOUTH OF THE CENTER OF A FIELD
 AC8171'ENTRANCE, 5 FEET EAST OF POWER POLE NUMBER 79, AND 0.5 FOOT EAST OF A
 AC8171'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AC8171'MONUMENT DISK STAMPED---7002 P 1980---, IS SET ON THE TOP OF A 5/8
 AC8171'INCH DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD WITH 4 INCHES OF
 AC8171'STEEL FENCE POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE
 AC8171'IN A 6 INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 AC8171'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8172 ***********************************************************************
 AC8172  DESIGNATION -  7002 Q
 AC8172  PID         -  AC8172
 AC8172  STATE/COUNTY-  MN/SCOTT
 AC8172  USGS QUAD   -  JORDAN EAST (1981)
 AC8172
 AC8172                         *CURRENT SURVEY CONTROL
 AC8172  ___________________________________________________________________
 AC8172* NAD 83(1986)-  44 38 11.     (N)    093 37 08.     (W)     SCALED    
 AC8172* NAVD 88     -       290.921  (meters)     954.46   (feet)  ADJUSTED  
 AC8172  ___________________________________________________________________
 AC8172  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AC8172  DYNAMIC HT  -         290.905 (meters)     954.41  (feet)  COMP
 AC8172  MODELED GRAV-     980,552.0   (mgal)                       NAVD 88
 AC8172
 AC8172  VERT ORDER  -  SECOND    CLASS I
 AC8172
 AC8172.The horizontal coordinates were scaled from a topographic map and have
 AC8172.an estimated accuracy of +/- 6 seconds.
 AC8172
 AC8172.The orthometric height was determined by differential leveling
 AC8172.and adjusted by the National Geodetic Survey in September 1997..
 AC8172
 AC8172.The geoid height was determined by GEOID03.
 AC8172
 AC8172.The dynamic height is computed by dividing the NAVD 88
 AC8172.geopotential number by the normal gravity value computed on the
 AC8172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8172.degrees latitude (g = 980.6199 gals.).
 AC8172
 AC8172.The modeled gravity was interpolated from observed gravity values.
 AC8172
 AC8172;                    North         East    Units  Estimated Accuracy
 AC8172;SPC MN S     -   281,890.      830,240.      MT  (+/- 180 meters Scaled)
 AC8172
 AC8172                          SUPERSEDED SURVEY CONTROL
 AC8172
 AC8172.No superseded survey control is available for this station.
 AC8172
 AC8172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK509427(NAD 83)
 AC8172_MARKER: DD = SURVEY DISK
 AC8172_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8172+WITH SETTING: INTO GROUND
 AC8172_STAMPING: 7002 Q 1980
 AC8172_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8172
 AC8172  HISTORY     - Date     Condition        Report By
 AC8172  HISTORY     - 1980     MONUMENTED       MNDT
 AC8172
 AC8172                          STATION DESCRIPTION
 AC8172
 AC8172'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8172'THE MARK IS LOCATED 2.15 MILES SOUTH ALONG TRUNK HIGHWAY 21 FROM ITS
 AC8172'JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN, IN THE SW 1/4 OF SECTION
 AC8172'32, T114N, R23W.  THE MARK IS 63 FEET WEST OF THE CENTERLINE OF TRUNK
 AC8172'HIGHWAY 21 AT MILEPOINT 33.5, 6 FEET EAST OF POWER POLE NUMBER 69, AND
 AC8172'0.5 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AC8172'VERTICAL CONTROL MONUMENT DISK STAMPED---7002 Q 1980---, IS SET ON THE
 AC8172'TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD WITH
 AC8172'4 INCHES OF STEEL FENCE POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES
 AC8172'OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH THE
 AC8172'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8173 ***********************************************************************
 AC8173  DESIGNATION -  7002 R
 AC8173  PID         -  AC8173
 AC8173  STATE/COUNTY-  MN/SCOTT
 AC8173  USGS QUAD   -  JORDAN WEST (1981)
 AC8173
 AC8173                         *CURRENT SURVEY CONTROL
 AC8173  ___________________________________________________________________
 AC8173* NAD 83(1986)-  44 38 35.     (N)    093 37 31.     (W)     SCALED    
 AC8173* NAVD 88     -       285.113  (meters)     935.41   (feet)  ADJUSTED  
 AC8173  ___________________________________________________________________
 AC8173  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AC8173  DYNAMIC HT  -         285.097 (meters)     935.36  (feet)  COMP
 AC8173  MODELED GRAV-     980,553.4   (mgal)                       NAVD 88
 AC8173
 AC8173  VERT ORDER  -  SECOND    CLASS I
 AC8173
 AC8173.The horizontal coordinates were scaled from a topographic map and have
 AC8173.an estimated accuracy of +/- 6 seconds.
 AC8173
 AC8173.The orthometric height was determined by differential leveling
 AC8173.and adjusted by the National Geodetic Survey in September 1997..
 AC8173
 AC8173.The geoid height was determined by GEOID03.
 AC8173
 AC8173.The dynamic height is computed by dividing the NAVD 88
 AC8173.geopotential number by the normal gravity value computed on the
 AC8173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8173.degrees latitude (g = 980.6199 gals.).
 AC8173
 AC8173.The modeled gravity was interpolated from observed gravity values.
 AC8173
 AC8173;                    North         East    Units  Estimated Accuracy
 AC8173;SPC MN S     -   282,630.      829,730.      MT  (+/- 180 meters Scaled)
 AC8173
 AC8173                          SUPERSEDED SURVEY CONTROL
 AC8173
 AC8173.No superseded survey control is available for this station.
 AC8173
 AC8173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK504434(NAD 83)
 AC8173_MARKER: DD = SURVEY DISK
 AC8173_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8173+WITH SETTING: INTO GROUND
 AC8173_STAMPING: 7002 R 1980
 AC8173_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8173
 AC8173  HISTORY     - Date     Condition        Report By
 AC8173  HISTORY     - 1980     MONUMENTED       MNDT
 AC8173  HISTORY     - 20021023 GOOD             USPSQD
 AC8173
 AC8173                          STATION DESCRIPTION
 AC8173
 AC8173'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8173'THE MARK IS LOCATED 1.5 MILES WOUTH ALONG TRUNK HIGHWAY 21 FROM ITS
 AC8173'JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN, IN THE NE 1/4 OF SECTION
 AC8173'31, T114N, R23W.  THE MARK IS 56 FEET WEST OF THE CENTERLINE OF TRUNK
 AC8173'HIGHWAY 21 AT MILEPOINT 34.2, 95 FEET SOUTH OF THE CENTER OF A FIELD
 AC8173'ENTRANCE, 7 FEET EAST OF POWER POLE NUMBER 52, AND 0.5 FOOT EAST OF A
 AC8173'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AC8173'MONUMENT DISK STAMPED---7002 R 1980---, IS SET ON THE TOP OF A 5/8
 AC8173'INCH DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD WITH 4 INCHES OF
 AC8173'STEEL FENCE POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE
 AC8173'IN A 6 INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 AC8173'GROUND.
 AC8173
 AC8173                          STATION RECOVERY (2002)
 AC8173
 AC8173'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8174 ***********************************************************************
 AC8174  DESIGNATION -  7002 S
 AC8174  PID         -  AC8174
 AC8174  STATE/COUNTY-  MN/SCOTT
 AC8174  USGS QUAD   -  JORDAN WEST (1981)
 AC8174
 AC8174                         *CURRENT SURVEY CONTROL
 AC8174  ___________________________________________________________________
 AC8174* NAD 83(1986)-  44 39 04.     (N)    093 37 43.     (W)     SCALED    
 AC8174* NAVD 88     -       271.540  (meters)     890.88   (feet)  ADJUSTED  
 AC8174  ___________________________________________________________________
 AC8174  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AC8174  DYNAMIC HT  -         271.525 (meters)     890.83  (feet)  COMP
 AC8174  MODELED GRAV-     980,555.8   (mgal)                       NAVD 88
 AC8174
 AC8174  VERT ORDER  -  SECOND    CLASS I
 AC8174
 AC8174.The horizontal coordinates were scaled from a topographic map and have
 AC8174.an estimated accuracy of +/- 6 seconds.
 AC8174
 AC8174.The orthometric height was determined by differential leveling
 AC8174.and adjusted by the National Geodetic Survey in September 1997..
 AC8174
 AC8174.The geoid height was determined by GEOID03.
 AC8174
 AC8174.The dynamic height is computed by dividing the NAVD 88
 AC8174.geopotential number by the normal gravity value computed on the
 AC8174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8174.degrees latitude (g = 980.6199 gals.).
 AC8174
 AC8174.The modeled gravity was interpolated from observed gravity values.
 AC8174
 AC8174;                    North         East    Units  Estimated Accuracy
 AC8174;SPC MN S     -   283,530.      829,460.      MT  (+/- 180 meters Scaled)
 AC8174
 AC8174                          SUPERSEDED SURVEY CONTROL
 AC8174
 AC8174.No superseded survey control is available for this station.
 AC8174
 AC8174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK501443(NAD 83)
 AC8174_MARKER: DD = SURVEY DISK
 AC8174_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8174+WITH SETTING: INTO GROUND
 AC8174_STAMPING: 7002 S 1980
 AC8174_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8174
 AC8174  HISTORY     - Date     Condition        Report By
 AC8174  HISTORY     - 1980     MONUMENTED       MNDT
 AC8174  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 AC8174
 AC8174                          STATION DESCRIPTION
 AC8174
 AC8174'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8174'THE MARK IS LOCATED 1 MILE SOUTH ALONG TRUNK HIGHWAY 21 FROM ITS
 AC8174'JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN, IN THE SE 1/4 OF SECTION
 AC8174'30, T114N, R23W.  THE MARK IS 50 FEET EAST OF THE CENTERLINE OF TRUNK
 AC8174'HIGHWAY 21 AT MILEPOINT 34.7, 60 FEET SOUTHEAST OF THE NORTH END OF A
 AC8174'TRIPLE CABLE GUARDRAIL, ACROSS TRUNK HIGHWAY 21 FROM POWER POLE NUMBER
 AC8174'39, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AC8174'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---7002 S 1980---, IS SET
 AC8174'ON THE TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG COPPER COATED STEEL
 AC8174'ROD WITH 4 INCHES OF STEEL FENCE POST BOLTED TO THE BOTTOM AND SET IN
 AC8174'8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS FLUSH
 AC8174'WITH THE SURFACE OF THE GROUND.
 AC8174
 AC8174                          STATION RECOVERY (2002)
 AC8174
 AC8174'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1795 ***********************************************************************
 PP1795  DESIGNATION -  7003 A
 PP1795  PID         -  PP1795
 PP1795  STATE/COUNTY-  MN/SCOTT
 PP1795  USGS QUAD   -  BELLE PLAINE NORTH (1981)
 PP1795
 PP1795                         *CURRENT SURVEY CONTROL
 PP1795  ___________________________________________________________________
 PP1795* NAD 83(1986)-  44 37 58.     (N)    093 45 54.     (W)     SCALED    
 PP1795* NAVD 88     -       226.074  (meters)     741.71   (feet)  ADJUSTED  
 PP1795  ___________________________________________________________________
 PP1795  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PP1795  DYNAMIC HT  -         226.059 (meters)     741.66  (feet)  COMP
 PP1795  MODELED GRAV-     980,546.2   (mgal)                       NAVD 88
 PP1795
 PP1795  VERT ORDER  -  SECOND    CLASS 0
 PP1795
 PP1795.The horizontal coordinates were scaled from a topographic map and have
 PP1795.an estimated accuracy of +/- 6 seconds.
 PP1795
 PP1795.The orthometric height was determined by differential leveling
 PP1795.and adjusted by the National Geodetic Survey in June 1991..
 PP1795
 PP1795.The geoid height was determined by GEOID03.
 PP1795
 PP1795.The dynamic height is computed by dividing the NAVD 88
 PP1795.geopotential number by the normal gravity value computed on the
 PP1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1795.degrees latitude (g = 980.6199 gals.).
 PP1795
 PP1795.The modeled gravity was interpolated from observed gravity values.
 PP1795
 PP1795;                    North         East    Units  Estimated Accuracy
 PP1795;SPC MN S     -   281,450.      818,650.      MT  (+/- 180 meters Scaled)
 PP1795
 PP1795                          SUPERSEDED SURVEY CONTROL
 PP1795
 PP1795  NGVD 29 (??/??/92)  226.042  (m)          741.61   (f) ADJ UNCH    2 0
 PP1795
 PP1795.Superseded values are not recommended for survey control.
 PP1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1795.See file dsdata.txt to determine how the superseded data were derived.
 PP1795
 PP1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK393424(NAD 83)
 PP1795_MARKER: DD = SURVEY DISK
 PP1795_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1795_SP_SET: BRIDGE
 PP1795_STAMPING: 7003-A 1973
 PP1795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1795
 PP1795  HISTORY     - Date     Condition        Report By
 PP1795  HISTORY     - 1973     MONUMENTED       MNDT
 PP1795  HISTORY     - 1977     GOOD             MNDT
 PP1795
 PP1795                          STATION DESCRIPTION
 PP1795
 PP1795'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1795'1.5 MI N FROM BELLE PLAINE.
 PP1795'THE MARK IS 1.5 MILES NORTH MEASURED ALONG T.H. 25 FROM ITS JUNCTION
 PP1795'WITH T.H. 169 IN BELLE PLAINE.  IT IS 0.9 MILE NORTH ALONG T.H. 25
 PP1795'FROM THE FIRE STATION IN BELLE PLAINE, 16 FEET EAST OF THE CENTERLINE
 PP1795'OF T.H. 25.  IT IS A STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE
 PP1795'NO. 5260, T.H. 25 OVER MINNESOTA RIVER, 0.5 FOOT ABOVE THE LEVEL OF
 PP1795'T.H. 25, AT T.H. 25 MILE MARK 2.0.  SE 1/4 SECTION 31, T 114N, R 24W.
 PP1795
 PP1795                          STATION RECOVERY (1977)
 PP1795
 PP1795'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 PP1795'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, 1.5 MILES
 PP1795'NORTH MEASURED ALONG TRUNK HIGHWAY 25 FROM ITS JUNCTION WITH TRUNK
 PP1795'HIGHWAY 169 IN BELLE PLAINE. IT IS 0.9 MILE NORTH ALONG TRUNK HIGHWAY
 PP1795'25 FROM THE FIRE STATION IN BELLE PLAINE AND 16 FEET EAST OF THE
 PP1795'CENTERLINE OF TRUNK HIGHWAY 25. IT IS A STANDARD MNHD BENCH MARK DISK
 PP1795'IN THE TOP OF THE SOUTHEAST CORNER OF BRIDGE NUMBER 5260, TRUNK
 PP1795'HIGHWAY 25 OVER THE MINNESOTA RIVER, 0.5 FOOT ABOVE THE LEVEL OF
 PP1795'TRUNK HIGHWAY 25, AND AT TRUNK HIGHWAY 25 MILEPOINT 2.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0735 ***********************************************************************
 DI0735  DESIGNATION -  7003 E
 DI0735  PID         -  DI0735
 DI0735  STATE/COUNTY-  MN/SCOTT
 DI0735  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 DI0735
 DI0735                         *CURRENT SURVEY CONTROL
 DI0735  ___________________________________________________________________
 DI0735* NAD 83(1996)-  44 37 22.85195(N)    093 45 08.28598(W)     ADJUSTED  
 DI0735* NAVD 88     -       263.00   (meters)     862.9    (feet)  LEVELING  
 DI0735  ___________________________________________________________________
 DI0735  X           -    -297,588.902 (meters)                     COMP
 DI0735  Y           -  -4,537,536.251 (meters)                     COMP
 DI0735  Z           -   4,457,793.430 (meters)                     COMP
 DI0735  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 DI0735  ELLIP HEIGHT-         235.71  (meters)          (05/22/06) GPS OBS
 DI0735  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DI0735
 DI0735  HORZ ORDER  -  FIRST
 DI0735  VERT ORDER  -  THIRD ?
 DI0735  ELLP ORDER  -  FOURTH    CLASS I
 DI0735
 DI0735.The horizontal coordinates were established by GPS observations
 DI0735.and adjusted by the MN DEPT OF TRANSP in May 2006..
 DI0735
 DI0735.The orthometric height was determined by differential leveling.
 DI0735.The vertical network tie was performed by a horz. field party for horz.
 DI0735.obs reductions. Reset procedures were used to establish the elevation.
 DI0735
 DI0735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0735
 DI0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0735
 DI0735.The ellipsoidal height was determined by GPS observations
 DI0735.and is referenced to NAD 83.
 DI0735
 DI0735.The geoid height was determined by GEOID03.
 DI0735
 DI0735;                    North         East     Units Scale Factor Converg.
 DI0735;SPC MN S     -   280,365.447   819,656.355   MT  0.99992428   +0 10 25.0
 DI0735;UTM  15      - 4,941,348.698   440,319.575   MT  0.99964380   -0 31 42.5
 DI0735
 DI0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0735!SPC MN S     -   0.99996304  x   0.99992428  =   0.99988733
 DI0735!UTM  15      -   0.99996304  x   0.99964380  =   0.99960686
 DI0735
 DI0735:                Primary Azimuth Mark                     Grid Az
 DI0735:SPC MN S     -  7003 F                                   302 30 23.4
 DI0735:UTM  15      -  7003 F                                   303 12 30.9
 DI0735
 DI0735|---------------------------------------------------------------------|
 DI0735| PID    Reference Object                     Distance      Geod. Az  |
 DI0735|                                                           dddmmss.s |
 DI0735| DI0736 7003 F                              APPROX. 1.1 KM 3024048.4 |
 DI0735| DI0737 7003 G                              APPROX. 1.3 KM 3103158.6 |
 DI0735|---------------------------------------------------------------------|
 DI0735
 DI0735                          SUPERSEDED SURVEY CONTROL
 DI0735
 DI0735.No superseded survey control is available for this station.
 DI0735
 DI0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4032041349(NAD 83)
 DI0735_MARKER: DD = SURVEY DISK
 DI0735_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0735_STAMPING: 7003 E 2005
 DI0735_MARK LOGO: MNDT  
 DI0735_PROJECTION: FLUSH
 DI0735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0735+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI0735_ROD/PIPE-DEPTH: 15.8 meters
 DI0735
 DI0735  HISTORY     - Date     Condition        Report By
 DI0735  HISTORY     - 2005     MONUMENTED       MNDT
 DI0735
 DI0735                          STATION DESCRIPTION
 DI0735
 DI0735'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI0735'IN BELLE PLAIN, 0.15 MILES WEST ALONG TRUNK HIGHWAY 25 FROM JUNCTION
 DI0735'OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 25 IN BELLE PLAIN, 48 FEET
 DI0735'NORTH OF TRUNK HIGHWAY 25, 58.7 FEET EAST OF POWER/LIGHT POLE, 44.0
 DI0735'FEET WEST-SOUTHWEST OF LIQUOR SIGN POLE, 3.3 FEET SOUTH OF BACK OF
 DI0735'CURB, 3.3 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0736 ***********************************************************************
 DI0736  DESIGNATION -  7003 F
 DI0736  PID         -  DI0736
 DI0736  STATE/COUNTY-  MN/SCOTT
 DI0736  USGS QUAD   -  BELLE PLAINE NORTH (1981)
 DI0736
 DI0736                         *CURRENT SURVEY CONTROL
 DI0736  ___________________________________________________________________
 DI0736* NAD 83(1996)-  44 37 41.84541(N)    093 45 49.75196(W)     ADJUSTED  
 DI0736* NAVD 88     -       243.58   (meters)     799.1    (feet)  LEVELING  
 DI0736  ___________________________________________________________________
 DI0736  X           -    -298,473.146 (meters)                     COMP
 DI0736  Y           -  -4,537,051.566 (meters)                     COMP
 DI0736  Z           -   4,458,197.071 (meters)                     COMP
 DI0736  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 DI0736  ELLIP HEIGHT-         216.29  (meters)          (05/22/06) GPS OBS
 DI0736  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 DI0736
 DI0736  HORZ ORDER  -  FIRST
 DI0736  VERT ORDER  -  THIRD ?
 DI0736  ELLP ORDER  -  FOURTH    CLASS I
 DI0736
 DI0736.The horizontal coordinates were established by GPS observations
 DI0736.and adjusted by the MN DEPT OF TRANSP in May 2006..
 DI0736
 DI0736.The orthometric height was determined by differential leveling.
 DI0736.The vertical network tie was performed by a horz. field party for horz.
 DI0736.obs reductions. Reset procedures were used to establish the elevation.
 DI0736
 DI0736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0736
 DI0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0736
 DI0736.The ellipsoidal height was determined by GPS observations
 DI0736.and is referenced to NAD 83.
 DI0736
 DI0736.The geoid height was determined by GEOID03.
 DI0736
 DI0736;                    North         East     Units Scale Factor Converg.
 DI0736;SPC MN S     -   280,948.983   818,740.615   MT  0.99992448   +0 09 56.0
 DI0736;UTM  15      - 4,941,943.245   439,411.309   MT  0.99964514   -0 32 11.8
 DI0736
 DI0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0736!SPC MN S     -   0.99996609  x   0.99992448  =   0.99989057
 DI0736!UTM  15      -   0.99996609  x   0.99964514  =   0.99961124
 DI0736
 DI0736|---------------------------------------------------------------------|
 DI0736| PID    Reference Object                     Distance      Geod. Az  |
 DI0736|                                                           dddmmss.s |
 DI0736| DI0737 7003 G                              259.337 METERS 34525     |
 DI0736|---------------------------------------------------------------------|
 DI0736
 DI0736                          SUPERSEDED SURVEY CONTROL
 DI0736
 DI0736.No superseded survey control is available for this station.
 DI0736
 DI0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3941141943(NAD 83)
 DI0736_MARKER: DD = SURVEY DISK
 DI0736_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0736_STAMPING: 7003 F 2005
 DI0736_MARK LOGO: MNDT  
 DI0736_PROJECTION: FLUSH
 DI0736_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0736+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI0736_ROD/PIPE-DEPTH:  7.6 meters
 DI0736
 DI0736  HISTORY     - Date     Condition        Report By
 DI0736  HISTORY     - 2005     MONUMENTED       MNDT
 DI0736
 DI0736                          STATION DESCRIPTION
 DI0736
 DI0736'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI0736'0.5 MILES NORTH OF BELLE PLAINE, 1.2 MILES NORTH ALONG TRUNK HIGHWAY
 DI0736'25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 169 IN BELLE
 DI0736'PLAINE, AT TRUNK HIGHWAY 25 MILEPOINT 1.7, 39.6 FEET EAST OF TRUNK
 DI0736'HIGHWAY 25, 32.4 FEET NORTHWEST OF PED NUMMBER 8 F1, 66.5 FEET NORTH
 DI0736'OF LIGHT POLE, 1.2 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0737 ***********************************************************************
 DI0737  DESIGNATION -  7003 G
 DI0737  PID         -  DI0737
 DI0737  STATE/COUNTY-  MN/SCOTT
 DI0737  USGS QUAD   -  BELLE PLAINE NORTH (1981)
 DI0737
 DI0737                         *CURRENT SURVEY CONTROL
 DI0737  ___________________________________________________________________
 DI0737* NAD 83(1996)-  44 37 49.97646(N)    093 45 52.71310(W)     ADJUSTED  
 DI0737* NAVD 88     -       232.68   (meters)     763.4    (feet)  LEVELING  
 DI0737  ___________________________________________________________________
 DI0737  X           -    -298,526.194 (meters)                     COMP
 DI0737  Y           -  -4,536,863.605 (meters)                     COMP
 DI0737  Z           -   4,458,368.053 (meters)                     COMP
 DI0737  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 DI0737  ELLIP HEIGHT-         205.41  (meters)          (05/22/06) GPS OBS
 DI0737  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 DI0737
 DI0737  HORZ ORDER  -  FIRST
 DI0737  VERT ORDER  -  THIRD ?
 DI0737  ELLP ORDER  -  FOURTH    CLASS I
 DI0737
 DI0737.The horizontal coordinates were established by GPS observations
 DI0737.and adjusted by the MN DEPT OF TRANSP in May 2006..
 DI0737
 DI0737.The orthometric height was determined by differential leveling.
 DI0737.The vertical network tie was performed by a horz. field party for horz.
 DI0737.obs reductions. Reset procedures were used to establish the elevation.
 DI0737
 DI0737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0737
 DI0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0737
 DI0737.The ellipsoidal height was determined by GPS observations
 DI0737.and is referenced to NAD 83.
 DI0737
 DI0737.The geoid height was determined by GEOID03.
 DI0737
 DI0737;                    North         East     Units Scale Factor Converg.
 DI0737;SPC MN S     -   281,199.763   818,674.626   MT  0.99992457   +0 09 53.9
 DI0737;UTM  15      - 4,942,194.745   439,348.415   MT  0.99964524   -0 32 13.9
 DI0737
 DI0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0737!SPC MN S     -   0.99996779  x   0.99992457  =   0.99989237
 DI0737!UTM  15      -   0.99996779  x   0.99964524  =   0.99961305
 DI0737
 DI0737:                Primary Azimuth Mark                     Grid Az
 DI0737:SPC MN S     -  7003 E                                   130 21 33.5
 DI0737:UTM  15      -  7003 E                                   131 03 41.3
 DI0737
 DI0737|---------------------------------------------------------------------|
 DI0737| PID    Reference Object                     Distance      Geod. Az  |
 DI0737|                                                           dddmmss.s |
 DI0737| DI0735 7003 E                              APPROX. 1.3 KM 1303127.4 |
 DI0737| DI0736 7003 F                              259.337 METERS 16525     |
 DI0737|---------------------------------------------------------------------|
 DI0737
 DI0737                          SUPERSEDED SURVEY CONTROL
 DI0737
 DI0737.No superseded survey control is available for this station.
 DI0737
 DI0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3934842195(NAD 83)
 DI0737_MARKER: DD = SURVEY DISK
 DI0737_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0737_STAMPING: 7003 G 2005
 DI0737_MARK LOGO: MNDT  
 DI0737_PROJECTION: RECESSED 8 CENTIMETERS
 DI0737_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0737+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI0737_ROD/PIPE-DEPTH: 16.8 meters
 DI0737
 DI0737  HISTORY     - Date     Condition        Report By
 DI0737  HISTORY     - 2005     MONUMENTED       MNDT
 DI0737
 DI0737                          STATION DESCRIPTION
 DI0737
 DI0737'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI0737'1.0 MILES NORTH OF BELLE PLAINE, 1.35 MILES NORTH ALONG TRUNK HIGHWAY
 DI0737'25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 169 IN BELLE
 DI0737'PLAINE, AT TRUNK HIGHWAY 25 MILEPOINT 1.85, 31.4 FEET EAST OF TRUNK
 DI0737'HIGHWAY 25, 23.2 FEET NORTH OF BRIDGE ABUTMENT NUMMBER 70027, 1.4 FEET
 DI0737'WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0738 ***********************************************************************
 DI0738  DESIGNATION -  7004 A
 DI0738  PID         -  DI0738
 DI0738  STATE/COUNTY-  MN/SIBLEY
 DI0738  USGS QUAD   -  BELLE PLAINE NORTH (1981)
 DI0738
 DI0738                         *CURRENT SURVEY CONTROL
 DI0738  ___________________________________________________________________
 DI0738* NAD 83(1996)-  44 38 15.21218(N)    093 46 00.52341(W)     ADJUSTED  
 DI0738* NAVD 88     -       223.21   (meters)     732.3    (feet)  LEVELING  
 DI0738  ___________________________________________________________________
 DI0738  X           -    -298,661.586 (meters)                     COMP
 DI0738  Y           -  -4,536,299.463 (meters)                     COMP
 DI0738  Z           -   4,458,915.757 (meters)                     COMP
 DI0738  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 DI0738  ELLIP HEIGHT-         195.96  (meters)          (05/22/06) GPS OBS
 DI0738  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DI0738
 DI0738  HORZ ORDER  -  FIRST
 DI0738  VERT ORDER  -  THIRD ?
 DI0738  ELLP ORDER  -  FOURTH    CLASS I
 DI0738
 DI0738.The horizontal coordinates were established by GPS observations
 DI0738.and adjusted by the MN DEPT OF TRANSP in May 2006..
 DI0738
 DI0738.The orthometric height was determined by differential leveling.
 DI0738.The vertical network tie was performed by a horz. field party for horz.
 DI0738.obs reductions. Reset procedures were used to establish the elevation.
 DI0738
 DI0738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0738
 DI0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0738
 DI0738.The ellipsoidal height was determined by GPS observations
 DI0738.and is referenced to NAD 83.
 DI0738
 DI0738.The geoid height was determined by GEOID03.
 DI0738
 DI0738;                    North         East     Units Scale Factor Converg.
 DI0738;SPC MN S     -   281,978.183   818,500.261   MT  0.99992485   +0 09 48.4
 DI0738;UTM  15      - 4,942,975.025   439,183.649   MT  0.99964548   -0 32 19.7
 DI0738
 DI0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0738!SPC MN S     -   0.99996928  x   0.99992485  =   0.99989413
 DI0738!UTM  15      -   0.99996928  x   0.99964548  =   0.99961477
 DI0738
 DI0738:                Primary Azimuth Mark                     Grid Az
 DI0738:SPC MN S     -  7004 B                                   003 00 28.9
 DI0738:UTM  15      -  7004 B                                   003 42 37.0
 DI0738
 DI0738|---------------------------------------------------------------------|
 DI0738| PID    Reference Object                     Distance      Geod. Az  |
 DI0738|                                                           dddmmss.s |
 DI0738| DI0739 7004 B                              APPROX. 0.5 KM 0031017.3 |
 DI0738|---------------------------------------------------------------------|
 DI0738
 DI0738                          SUPERSEDED SURVEY CONTROL
 DI0738
 DI0738.No superseded survey control is available for this station.
 DI0738
 DI0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3918442975(NAD 83)
 DI0738_MARKER: DD = SURVEY DISK
 DI0738_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0738_STAMPING: 7004 A 2005
 DI0738_MARK LOGO: MNDT  
 DI0738_PROJECTION: RECESSED 8 CENTIMETERS
 DI0738_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0738+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI0738_ROD/PIPE-DEPTH: 10.7 meters
 DI0738
 DI0738  HISTORY     - Date     Condition        Report By
 DI0738  HISTORY     - 2005     MONUMENTED       MNDT
 DI0738
 DI0738                          STATION DESCRIPTION
 DI0738
 DI0738'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI0738'1.5 MILES NORTH OF BELLE PLAINE, 1.85 MILES NORTH ALONG TRUNK HIGHWAY
 DI0738'25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 169 IN BELLE
 DI0738'PLAINE, AT TRUNK HIGHWAY 25 MILEPOINT 2.35. 36.1 FEET WEST OF TRUNK
 DI0738'HIGHWAY 25, 1.3 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0739 ***********************************************************************
 DI0739  DESIGNATION -  7004 B
 DI0739  PID         -  DI0739
 DI0739  STATE/COUNTY-  MN/SIBLEY
 DI0739  USGS QUAD   -  BELLE PLAINE NORTH (1981)
 DI0739
 DI0739                         *CURRENT SURVEY CONTROL
 DI0739  ___________________________________________________________________
 DI0739* NAD 83(1996)-  44 38 32.33041(N)    093 45 59.19485(W)     ADJUSTED  
 DI0739* NAVD 88     -       227.54   (meters)     746.5    (feet)  LEVELING  
 DI0739  ___________________________________________________________________
 DI0739  X           -    -298,608.180 (meters)                     COMP
 DI0739  Y           -  -4,535,933.975 (meters)                     COMP
 DI0739  Z           -   4,459,294.797 (meters)                     COMP
 DI0739  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 DI0739  ELLIP HEIGHT-         200.30  (meters)          (05/22/06) GPS OBS
 DI0739  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DI0739
 DI0739  HORZ ORDER  -  FIRST
 DI0739  VERT ORDER  -  THIRD ?
 DI0739  ELLP ORDER  -  FOURTH    CLASS I
 DI0739
 DI0739.The horizontal coordinates were established by GPS observations
 DI0739.and adjusted by the MN DEPT OF TRANSP in May 2006..
 DI0739
 DI0739.The orthometric height was determined by differential leveling.
 DI0739.The vertical network tie was performed by a horz. field party for horz.
 DI0739.obs reductions. Reset procedures were used to establish the elevation.
 DI0739
 DI0739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0739
 DI0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI0739
 DI0739.The ellipsoidal height was determined by GPS observations
 DI0739.and is referenced to NAD 83.
 DI0739
 DI0739.The geoid height was determined by GEOID03.
 DI0739
 DI0739;                    North         East     Units Scale Factor Converg.
 DI0739;SPC MN S     -   282,506.630   818,528.030   MT  0.99992505   +0 09 49.3
 DI0739;UTM  15      - 4,943,502.945   439,217.883   MT  0.99964543   -0 32 18.9
 DI0739
 DI0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0739!SPC MN S     -   0.99996860  x   0.99992505  =   0.99989365
 DI0739!UTM  15      -   0.99996860  x   0.99964543  =   0.99961404
 DI0739
 DI0739:                Primary Azimuth Mark                     Grid Az
 DI0739:SPC MN S     -  7004 A                                   183 00 28.9
 DI0739:UTM  15      -  7004 A                                   183 42 37.1
 DI0739
 DI0739|---------------------------------------------------------------------|
 DI0739| PID    Reference Object                     Distance      Geod. Az  |
 DI0739|                                                           dddmmss.s |
 DI0739| DI0738 7004 A                              APPROX. 0.5 KM 1831018.2 |
 DI0739|---------------------------------------------------------------------|
 DI0739
 DI0739                          SUPERSEDED SURVEY CONTROL
 DI0739
 DI0739.No superseded survey control is available for this station.
 DI0739
 DI0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3921843503(NAD 83)
 DI0739_MARKER: DD = SURVEY DISK
 DI0739_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0739_STAMPING: 7004 B 2005
 DI0739_MARK LOGO: MNDT  
 DI0739_PROJECTION: FLUSH
 DI0739_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0739+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI0739_ROD/PIPE-DEPTH:  9.1 meters
 DI0739
 DI0739  HISTORY     - Date     Condition        Report By
 DI0739  HISTORY     - 2005     MONUMENTED       MNDT
 DI0739
 DI0739                          STATION DESCRIPTION
 DI0739
 DI0739'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI0739'2.0 MILES NORTH OF BELLE PLAINE, 2.2 MILES NORTH ALONG TRUNK HIGHWAY
 DI0739'25 FROM JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 25 IN BELLE
 DI0739'PLAINE, AT TRUNK HIGHWAY 25 MILEPOINT 2.7, 46.6 FEET EAST OF TRUNK
 DI0739'HIGHWAY 25, 315.0 FEET SOUTH OF COUNTY ROAD 6/ COUNTY ROAD 40, 1.5
 DI0739'FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1843 ***********************************************************************
 PP1843  DESIGNATION -  7005 A
 PP1843  PID         -  PP1843
 PP1843  STATE/COUNTY-  MN/SCOTT
 PP1843  USGS QUAD   -  SHAKOPEE (1993)
 PP1843
 PP1843                         *CURRENT SURVEY CONTROL
 PP1843  ___________________________________________________________________
 PP1843* NAD 83(1986)-  44 47 53.     (N)    093 31 19.     (W)     SCALED    
 PP1843* NAVD 88     -       227.028  (meters)     744.84   (feet)  ADJUSTED  
 PP1843  ___________________________________________________________________
 PP1843  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 PP1843  DYNAMIC HT  -         227.024 (meters)     744.83  (feet)  COMP
 PP1843  MODELED GRAV-     980,590.3   (mgal)                       NAVD 88
 PP1843
 PP1843  VERT ORDER  -  SECOND    CLASS 0
 PP1843
 PP1843.The horizontal coordinates were scaled from a topographic map and have
 PP1843.an estimated accuracy of +/- 6 seconds.
 PP1843
 PP1843.The orthometric height was determined by differential leveling
 PP1843.and adjusted by the National Geodetic Survey in June 1991..
 PP1843
 PP1843.The geoid height was determined by GEOID03.
 PP1843
 PP1843.The dynamic height is computed by dividing the NAVD 88
 PP1843.geopotential number by the normal gravity value computed on the
 PP1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1843.degrees latitude (g = 980.6199 gals.).
 PP1843
 PP1843.The modeled gravity was interpolated from observed gravity values.
 PP1843
 PP1843;                    North         East    Units  Estimated Accuracy
 PP1843;SPC MN S     -   299,900.      837,820.      MT  (+/- 180 meters Scaled)
 PP1843
 PP1843                          SUPERSEDED SURVEY CONTROL
 PP1843
 PP1843  NGVD 29 (??/??/92)  226.984  (m)          744.70   (f) ADJ UNCH    2 0
 PP1843
 PP1843.Superseded values are not recommended for survey control.
 PP1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1843.See file dsdata.txt to determine how the superseded data were derived.
 PP1843
 PP1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK587606(NAD 83)
 PP1843_MARKER: DD = SURVEY DISK
 PP1843_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PP1843+WITH SETTING: PAVEMENT
 PP1843_SP_SET: SIDEWALK
 PP1843_STAMPING: 7005 A 1971
 PP1843_MARK LOGO: MNDT  
 PP1843_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1843
 PP1843  HISTORY     - Date     Condition        Report By
 PP1843  HISTORY     - 1971     MONUMENTED       MNDT
 PP1843  HISTORY     - 1972     GOOD             MNDT
 PP1843  HISTORY     - 1980     GOOD             MNDT
 PP1843  HISTORY     - 1984     GOOD             MNDT
 PP1843  HISTORY     - 20021023 GOOD             USPSQD
 PP1843
 PP1843                          STATION DESCRIPTION
 PP1843
 PP1843'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1843'IN SHAKOPEE.
 PP1843'MARK IS LOCATED IN SHAKOPEE, 0.15 MILES (2 BLOCKS) EAST ALONG T.H.
 PP1843'101, FROM THE JUNCTION OF T.H. 101 AND T.H. 169, THENCE, 250 FEET
 PP1843'NORTH ALONG SOMMERVILLE ST. IN FRONT OF THE U. S. POST OFFICE, 1 FOOT
 PP1843'EAST OF THE SOUTH BRICK PILLER SET IN THE CONCRETE SIDEWALK.  NE 1/4
 PP1843'SECTION 1, T 115N, R 23W.
 PP1843
 PP1843                          STATION RECOVERY (1980)
 PP1843
 PP1843'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1843'THE MARK WAS RECOVERED IN GOOD CONDITION AT THE POST OFFICE IN
 PP1843'SHAKOPEE, 0.15 MILE (2 BLOCKS) EAST ALONG TRUNK HIGHWAY 101 FROM ITS
 PP1843'JUNCTION WITH TRUNK HIGHWAY 169 IN SHAKOPEE AND 250 FEET SOUTH ALONG
 PP1843'SOMMERVILLE STREET, IN THE NE 1/4 OF SECTION 1, T115N, R23W, 14 FEET
 PP1843'SOUTH OF A FLAGPOLE.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP1843'STAMPED---7005 A 1971---, IS SET IN THE CONCRETE BASE OF A BRICK
 PP1843'COLUMN AT THE FRONT ENTRY OF THE POST OFFICE.
 PP1843
 PP1843                          STATION RECOVERY (1984)
 PP1843
 PP1843'RECOVERY NOTE BY MN DEPT OF TRANSP 1984 (EGS)
 PP1843'THE MARK WAS RECOVERED IN GOOD CONDITION IN THE CITY OF SHAKOPEE AT
 PP1843'THE POST OFFICE, 0.15 MILE (2 BLOCKS) EAST ALONG TRUNK HIGHWAY 101
 PP1843'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 AND 250 FEET SOUTH ALONG
 PP1843'SOMMERVILLE STREET, IN THE NE 1/4 OF SECTION 1, T115N, R23W, 14 FEET
 PP1843'SOUTH OF A FLAG POLE, AND AT THE FRONT ENTRY OF THE POST OFFICE.  THE
 PP1843'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7005 A 1971---, IS SET
 PP1843'IN THE CONCRETE BASE OF THE SOUTH BRICK COLUMN OF THE POST OFFICE
 PP1843'BUILDING.
 PP1843
 PP1843                          STATION RECOVERY (2002)
 PP1843
 PP1843'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5297 ***********************************************************************
 DF5297  DESIGNATION -  7005 AA
 DF5297  PID         -  DF5297
 DF5297  STATE/COUNTY-  MN/SCOTT
 DF5297  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5297
 DF5297                         *CURRENT SURVEY CONTROL
 DF5297  ___________________________________________________________________
 DF5297* NAD 83(1986)-  44 47 33.     (N)    093 24 22.     (W)     SCALED    
 DF5297* NAVD 88     -       226.510  (meters)     743.14   (feet)  ADJUSTED  
 DF5297  ___________________________________________________________________
 DF5297  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DF5297  DYNAMIC HT  -         226.503 (meters)     743.12  (feet)  COMP
 DF5297  MODELED GRAV-     980,581.0   (mgal)                       NAVD 88
 DF5297
 DF5297  VERT ORDER  -  SECOND    CLASS I
 DF5297
 DF5297.The horizontal coordinates were scaled from a topographic map and have
 DF5297.an estimated accuracy of +/- 6 seconds.
 DF5297
 DF5297.The orthometric height was determined by differential leveling
 DF5297.and adjusted by the National Geodetic Survey in August 2004..
 DF5297
 DF5297.The geoid height was determined by GEOID03.
 DF5297
 DF5297.The dynamic height is computed by dividing the NAVD 88
 DF5297.geopotential number by the normal gravity value computed on the
 DF5297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5297.degrees latitude (g = 980.6199 gals.).
 DF5297
 DF5297.The modeled gravity was interpolated from observed gravity values.
 DF5297
 DF5297;                    North         East    Units  Estimated Accuracy
 DF5297;SPC MN S     -   299,340.      846,990.      MT  (+/- 180 meters Scaled)
 DF5297
 DF5297                          SUPERSEDED SURVEY CONTROL
 DF5297
 DF5297.No superseded survey control is available for this station.
 DF5297
 DF5297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK678599(NAD 83)
 DF5297_MARKER: DV = VERTICAL CONTROL DISK
 DF5297_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5297_SP_SET: BRIDGE RAIL
 DF5297_STAMPING: 7005 AA 1998
 DF5297_MARK LOGO: MNDT  
 DF5297_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5297+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5297
 DF5297  HISTORY     - Date     Condition        Report By
 DF5297  HISTORY     - 1993     MONUMENTED       MNDT
 DF5297  HISTORY     - 19980918 GOOD             MNDT
 DF5297
 DF5297                          STATION DESCRIPTION
 DF5297
 DF5297'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5297'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MILES (4.8
 DF5297'KM) SSW OF BLOOMINGTON, IN RAILING AT SW CORNER OF TH 101 ACCESS BRDG
 DF5297'NO 27624 OVER A DIRT ROAD, 1.1 MILES (1.8 KM) SOUTH ALONG TH 169 FROM
 DF5297'JCT OF TH 169 AND HENNEPIN AND SCOTT COUNTY LINE, AT TH 169 MP 116.6,
 DF5297'4.0 FT (1.2 M) NORTH OF SOUTH END RAIL OF WB TH 101.  DISK SET IN BRDG
 DF5297'WHEN BUILT IN 1993 THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5289 ***********************************************************************
 DF5289  DESIGNATION -  7005 AB
 DF5289  PID         -  DF5289
 DF5289  STATE/COUNTY-  MN/SCOTT
 DF5289  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5289
 DF5289                         *CURRENT SURVEY CONTROL
 DF5289  ___________________________________________________________________
 DF5289* NAD 83(1986)-  44 47 29.     (N)    093 24 43.     (W)     SCALED    
 DF5289* NAVD 88     -       234.969  (meters)     770.89   (feet)  ADJUSTED  
 DF5289  ___________________________________________________________________
 DF5289  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DF5289  DYNAMIC HT  -         234.962 (meters)     770.87  (feet)  COMP
 DF5289  MODELED GRAV-     980,580.9   (mgal)                       NAVD 88
 DF5289
 DF5289  VERT ORDER  -  SECOND    CLASS I
 DF5289
 DF5289.The horizontal coordinates were scaled from a topographic map and have
 DF5289.an estimated accuracy of +/- 6 seconds.
 DF5289
 DF5289.The orthometric height was determined by differential leveling
 DF5289.and adjusted by the National Geodetic Survey in August 2004..
 DF5289
 DF5289.The geoid height was determined by GEOID03.
 DF5289
 DF5289.The dynamic height is computed by dividing the NAVD 88
 DF5289.geopotential number by the normal gravity value computed on the
 DF5289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5289.degrees latitude (g = 980.6199 gals.).
 DF5289
 DF5289.The modeled gravity was interpolated from observed gravity values.
 DF5289
 DF5289;                    North         East    Units  Estimated Accuracy
 DF5289;SPC MN S     -   299,210.      846,530.      MT  (+/- 180 meters Scaled)
 DF5289
 DF5289                          SUPERSEDED SURVEY CONTROL
 DF5289
 DF5289.No superseded survey control is available for this station.
 DF5289
 DF5289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK674598(NAD 83)
 DF5289_MARKER: DV = VERTICAL CONTROL DISK
 DF5289_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5289_SP_SET: BRIDGE RAIL
 DF5289_STAMPING: 7005 AB 1998
 DF5289_MARK LOGO: MNDT  
 DF5289_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5289+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5289
 DF5289  HISTORY     - Date     Condition        Report By
 DF5289  HISTORY     - 1993     MONUMENTED       MNDT
 DF5289  HISTORY     - 19980918 GOOD             MNDT
 DF5289
 DF5289                          STATION DESCRIPTION
 DF5289
 DF5289'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5289'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.7 MI (4.3 KM)
 DF5289'SW OF BLOOMINGTON, IN BRDG RAIL AT SW CORNER OF SB TH 169 BRDG NO
 DF5289'70522 OVER TH 101, 5.15 MI (8.29 KM) SOUTH ALONG TH 169 FROM JCT OF TH
 DF5289'169 AND FAI 494 IN BLOOMINGTON, AT TH 169 MP 116.2, 3.0 FT (0.9 M)
 DF5289'NORTH OF SW COR OF BRDG RAIL.  DISK SET IN BRDG WHEN BUILT IN 1993
 DF5289'THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5304 ***********************************************************************
 DF5304  DESIGNATION -  7005 AC
 DF5304  PID         -  DF5304
 DF5304  STATE/COUNTY-  MN/SCOTT
 DF5304  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5304
 DF5304                         *CURRENT SURVEY CONTROL
 DF5304  ___________________________________________________________________
 DF5304* NAD 83(1986)-  44 47 13.     (N)    093 24 09.     (W)     SCALED    
 DF5304* NAVD 88     -       232.486  (meters)     762.75   (feet)  ADJUSTED  
 DF5304  ___________________________________________________________________
 DF5304  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DF5304  DYNAMIC HT  -         232.479 (meters)     762.72  (feet)  COMP
 DF5304  MODELED GRAV-     980,580.3   (mgal)                       NAVD 88
 DF5304
 DF5304  VERT ORDER  -  SECOND    CLASS I
 DF5304
 DF5304.The horizontal coordinates were scaled from a topographic map and have
 DF5304.an estimated accuracy of +/- 6 seconds.
 DF5304
 DF5304.The orthometric height was determined by differential leveling
 DF5304.and adjusted by the National Geodetic Survey in August 2004..
 DF5304
 DF5304.The geoid height was determined by GEOID03.
 DF5304
 DF5304.The dynamic height is computed by dividing the NAVD 88
 DF5304.geopotential number by the normal gravity value computed on the
 DF5304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5304.degrees latitude (g = 980.6199 gals.).
 DF5304
 DF5304.The modeled gravity was interpolated from observed gravity values.
 DF5304
 DF5304;                    North         East    Units  Estimated Accuracy
 DF5304;SPC MN S     -   298,720.      847,280.      MT  (+/- 180 meters Scaled)
 DF5304
 DF5304                          SUPERSEDED SURVEY CONTROL
 DF5304
 DF5304.No superseded survey control is available for this station.
 DF5304
 DF5304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK681593(NAD 83)
 DF5304_MARKER: DV = VERTICAL CONTROL DISK
 DF5304_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5304_SP_SET: BRIDGE RAIL
 DF5304_STAMPING: 7005 AC 1998
 DF5304_MARK LOGO: MNDT  
 DF5304_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5304+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5304
 DF5304  HISTORY     - Date     Condition        Report By
 DF5304  HISTORY     - 1991     MONUMENTED       MNDT
 DF5304  HISTORY     - 19980918 GOOD             MNDT
 DF5304
 DF5304                          STATION DESCRIPTION
 DF5304
 DF5304'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5304'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MI (4.8 KM)
 DF5304'SW OF BLOOMINGTON, IN RAIL AT NE COR OF TH 101 BRDG NO 70004 OVER RR
 DF5304'TRACKS, 1.15 MI (1.85 KM) WEST ALONG TH 101 FROM JCT OF TH 101 AND
 DF5304'SOUTH JCT OF TH 13 IN SAVAGE, 24.5 FT (7.5 M) NNE OF TH 169 NB RAMP
 DF5304'AND TH 101 RAMP, 6.4 FT (2.0 M) SSE OF EXPANSION JOINT.  DISK SET IN
 DF5304'BRDG WHEN BUILT IN 1993 THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5303 ***********************************************************************
 DF5303  DESIGNATION -  7005 AD
 DF5303  PID         -  DF5303
 DF5303  STATE/COUNTY-  MN/SCOTT
 DF5303  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5303
 DF5303                         *CURRENT SURVEY CONTROL
 DF5303  ___________________________________________________________________
 DF5303* NAD 83(1986)-  44 47 08.     (N)    093 24 15.     (W)     SCALED    
 DF5303* NAVD 88     -       233.620  (meters)     766.47   (feet)  ADJUSTED  
 DF5303  ___________________________________________________________________
 DF5303  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DF5303  DYNAMIC HT  -         233.612 (meters)     766.44  (feet)  COMP
 DF5303  MODELED GRAV-     980,580.0   (mgal)                       NAVD 88
 DF5303
 DF5303  VERT ORDER  -  SECOND    CLASS I
 DF5303
 DF5303.The horizontal coordinates were scaled from a topographic map and have
 DF5303.an estimated accuracy of +/- 6 seconds.
 DF5303
 DF5303.The orthometric height was determined by differential leveling
 DF5303.and adjusted by the National Geodetic Survey in August 2004..
 DF5303
 DF5303.The geoid height was determined by GEOID03.
 DF5303
 DF5303.The dynamic height is computed by dividing the NAVD 88
 DF5303.geopotential number by the normal gravity value computed on the
 DF5303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5303.degrees latitude (g = 980.6199 gals.).
 DF5303
 DF5303.The modeled gravity was interpolated from observed gravity values.
 DF5303
 DF5303;                    North         East    Units  Estimated Accuracy
 DF5303;SPC MN S     -   298,570.      847,150.      MT  (+/- 180 meters Scaled)
 DF5303
 DF5303                          SUPERSEDED SURVEY CONTROL
 DF5303
 DF5303.No superseded survey control is available for this station.
 DF5303
 DF5303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK680592(NAD 83)
 DF5303_MARKER: DV = VERTICAL CONTROL DISK
 DF5303_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5303_SP_SET: BRIDGE RAIL
 DF5303_STAMPING: 7005 AD 1998
 DF5303_MARK LOGO: MNDT  
 DF5303_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5303+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5303
 DF5303  HISTORY     - Date     Condition        Report By
 DF5303  HISTORY     - 1991     MONUMENTED       MNDT
 DF5303  HISTORY     - 19980918 GOOD             MNDT
 DF5303
 DF5303                          STATION DESCRIPTION
 DF5303
 DF5303'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5303'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MI (4.8 KM)
 DF5303'SW OF BLOOMINGTON, IN RAIL AT SW COR OF TH 101 BRDG NO 70004 OVER RR
 DF5303'TRACKS, 1.2 MI (1.9 KM) WEST ALONG TH 101 FROM JCT OF TH 101 AND SOUTH
 DF5303'JCT OF TH 13 IN SAVAGE, 19.3 FT (5.9 M) WSW OF TH 169 NB RAMP AND TH
 DF5303'101 RAMP, 0.8 FT (24.4 CM) WNW OF EXPANSION JOINT.  DISK SET IN BRDG
 DF5303'WHEN BUILT IN 1991 THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5274 ***********************************************************************
 DF5274  DESIGNATION -  7005 AE
 DF5274  PID         -  DF5274
 DF5274  STATE/COUNTY-  MN/SCOTT
 DF5274  USGS QUAD   -  SHAKOPEE (1993)
 DF5274
 DF5274                         *CURRENT SURVEY CONTROL
 DF5274  ___________________________________________________________________
 DF5274* NAD 83(1986)-  44 46 34.     (N)    093 33 38.     (W)     SCALED    
 DF5274* NAVD 88     -       248.899  (meters)     816.60   (feet)  ADJUSTED  
 DF5274  ___________________________________________________________________
 DF5274  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 DF5274  DYNAMIC HT  -         248.896 (meters)     816.59  (feet)  COMP
 DF5274  MODELED GRAV-     980,594.2   (mgal)                       NAVD 88
 DF5274
 DF5274  VERT ORDER  -  SECOND    CLASS I
 DF5274
 DF5274.The horizontal coordinates were scaled from a topographic map and have
 DF5274.an estimated accuracy of +/- 6 seconds.
 DF5274
 DF5274.The orthometric height was determined by differential leveling
 DF5274.and adjusted by the National Geodetic Survey in August 2004..
 DF5274
 DF5274.The geoid height was determined by GEOID03.
 DF5274
 DF5274.The dynamic height is computed by dividing the NAVD 88
 DF5274.geopotential number by the normal gravity value computed on the
 DF5274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5274.degrees latitude (g = 980.6199 gals.).
 DF5274
 DF5274.The modeled gravity was interpolated from observed gravity values.
 DF5274
 DF5274;                    North         East    Units  Estimated Accuracy
 DF5274;SPC MN S     -   297,440.      834,780.      MT  (+/- 180 meters Scaled)
 DF5274
 DF5274                          SUPERSEDED SURVEY CONTROL
 DF5274
 DF5274.No superseded survey control is available for this station.
 DF5274
 DF5274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK556582(NAD 83)
 DF5274_MARKER: DD = SURVEY DISK
 DF5274_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF5274_STAMPING: 7005 AE 1998
 DF5274_MARK LOGO: MNDT  
 DF5274_PROJECTION: RECESSED 3 CENTIMETERS
 DF5274_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5274+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DF5274_ROD/PIPE-DEPTH: 10.7 meters
 DF5274
 DF5274  HISTORY     - Date     Condition        Report By
 DF5274  HISTORY     - 1998     MONUMENTED       MNDT
 DF5274
 DF5274                          STATION DESCRIPTION
 DF5274
 DF5274'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5274'THE MARK IS 2 MI (3.2 KM) SOUTH WEST OF SHAKOPEE, 1.3 MI (2.1 KM) EAST
 DF5274'ALONG TH 41 AND TH 169 (ABOUT 1.5 MI (2.4 KM) SE OF CHASKA,) AT TH 169
 DF5274'MP 107.75, 153.5 FT (46.8 M) SOUTH OF NB TH 169, 48.1 FT (14.7 M) EAST
 DF5274'OF NB CO RD 69, 123.5 FT (37.6 M) SOUTH OF SIGNAL BASE AND 1.9 FT (0.6
 DF5274'M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP2143 ***********************************************************************
 PP2143  DESIGNATION -  7005 B
 PP2143  PID         -  PP2143
 PP2143  STATE/COUNTY-  MN/SCOTT
 PP2143  USGS QUAD   -  SHAKOPEE (1993)
 PP2143
 PP2143                         *CURRENT SURVEY CONTROL
 PP2143  ___________________________________________________________________
 PP2143* NAD 83(1986)-  44 48 06.     (N)    093 30 14.     (W)     SCALED    
 PP2143* NAVD 88     -       222.967  (meters)     731.52   (feet)  ADJUSTED  
 PP2143  ___________________________________________________________________
 PP2143  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 PP2143  DYNAMIC HT  -         222.962 (meters)     731.50  (feet)  COMP
 PP2143  MODELED GRAV-     980,587.0   (mgal)                       NAVD 88
 PP2143
 PP2143  VERT ORDER  -  SECOND    CLASS I
 PP2143
 PP2143.The horizontal coordinates were scaled from a topographic map and have
 PP2143.an estimated accuracy of +/- 6 seconds.
 PP2143
 PP2143.The orthometric height was determined by differential leveling
 PP2143.and adjusted by the National Geodetic Survey in June 1991..
 PP2143
 PP2143.The geoid height was determined by GEOID03.
 PP2143
 PP2143.The dynamic height is computed by dividing the NAVD 88
 PP2143.geopotential number by the normal gravity value computed on the
 PP2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2143.degrees latitude (g = 980.6199 gals.).
 PP2143
 PP2143.The modeled gravity was interpolated from observed gravity values.
 PP2143
 PP2143;                    North         East    Units  Estimated Accuracy
 PP2143;SPC MN S     -   300,310.      839,250.      MT  (+/- 180 meters Scaled)
 PP2143
 PP2143                          SUPERSEDED SURVEY CONTROL
 PP2143
 PP2143  NGVD 29 (??/??/92)  222.920  (m)          731.36   (f) ADJ UNCH    2 0
 PP2143
 PP2143.Superseded values are not recommended for survey control.
 PP2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2143.See file dsdata.txt to determine how the superseded data were derived.
 PP2143
 PP2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK601610(NAD 83)
 PP2143_MARKER: DB = BENCH MARK DISK
 PP2143_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP2143_SP_SET: BRIDGE WALL
 PP2143_STAMPING: 7005 B 1971
 PP2143_MARK LOGO: MNDT  
 PP2143_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP2143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2143+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2002
 PP2143
 PP2143  HISTORY     - Date     Condition        Report By
 PP2143  HISTORY     - 1971     MONUMENTED       MNDT
 PP2143  HISTORY     - 1980     GOOD             MNDT
 PP2143  HISTORY     - 20020507 GOOD             MNDT
 PP2143  HISTORY     - 20021023 GOOD             USPSQD
 PP2143
 PP2143                          STATION DESCRIPTION
 PP2143
 PP2143'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 PP2143'THE MARK WAS RECOVERED IN GOOD CONDITION 1.1 MILES EAST ALONG TRUNK
 PP2143'HIGHWAY 101 FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 IN SHAKOPEE, IN
 PP2143'THE NE 1/4 OF SECTION 6, T115N, R22W. THE MARK, A STANDARD MNDT BENCH
 PP2143'MARK DISK STAMPED---7005 B 1971---, IS SET FLUSH IN THE SIDEWALK AT
 PP2143'THE SOUTHEAST CORNER OF BRIDGE NUMBER 5944 (TRUNK HIGHWAY 101 OVER A
 PP2143'CREEK AT MILL POND), NEAR MEMORIAL PARK, 25 FEET SOUTH OF THE
 PP2143'EASTBOUND LANE OF TRUNK HIGHWAY 101 AT MILEPOINT 6.6.
 PP2143
 PP2143                          STATION RECOVERY (2002)
 PP2143
 PP2143'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DAS)
 PP2143'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS 37
 PP2143'FT (11.3 M) SOUTH OF EB TH 101.
 PP2143
 PP2143                          STATION RECOVERY (2002)
 PP2143
 PP2143'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP2143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5275 ***********************************************************************
 DF5275  DESIGNATION -  7005 BB
 DF5275  PID         -  DF5275
 DF5275  STATE/COUNTY-  MN/SCOTT
 DF5275  USGS QUAD   -  SHAKOPEE (1993)
 DF5275
 DF5275                         *CURRENT SURVEY CONTROL
 DF5275  ___________________________________________________________________
 DF5275* NAD 83(1986)-  44 46 31.     (N)    093 32 26.     (W)     SCALED    
 DF5275* NAVD 88     -       256.328  (meters)     840.97   (feet)  ADJUSTED  
 DF5275  ___________________________________________________________________
 DF5275  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DF5275  DYNAMIC HT  -         256.323 (meters)     840.95  (feet)  COMP
 DF5275  MODELED GRAV-     980,590.7   (mgal)                       NAVD 88
 DF5275
 DF5275  VERT ORDER  -  SECOND    CLASS I
 DF5275
 DF5275.The horizontal coordinates were scaled from a topographic map and have
 DF5275.an estimated accuracy of +/- 6 seconds.
 DF5275
 DF5275.The orthometric height was determined by differential leveling
 DF5275.and adjusted by the National Geodetic Survey in August 2004..
 DF5275
 DF5275.The geoid height was determined by GEOID03.
 DF5275
 DF5275.The dynamic height is computed by dividing the NAVD 88
 DF5275.geopotential number by the normal gravity value computed on the
 DF5275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5275.degrees latitude (g = 980.6199 gals.).
 DF5275
 DF5275.The modeled gravity was interpolated from observed gravity values.
 DF5275
 DF5275;                    North         East    Units  Estimated Accuracy
 DF5275;SPC MN S     -   297,360.      836,360.      MT  (+/- 180 meters Scaled)
 DF5275
 DF5275                          SUPERSEDED SURVEY CONTROL
 DF5275
 DF5275.No superseded survey control is available for this station.
 DF5275
 DF5275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK572581(NAD 83)
 DF5275_MARKER: DV = VERTICAL CONTROL DISK
 DF5275_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5275_SP_SET: BRIDGE RAIL
 DF5275_STAMPING: 7005 BB 1998
 DF5275_MARK LOGO: MNDT  
 DF5275_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5275+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5275
 DF5275  HISTORY     - Date     Condition        Report By
 DF5275  HISTORY     - 1996     MONUMENTED       MNDT
 DF5275  HISTORY     - 19980918 GOOD             MNDT
 DF5275
 DF5275                          STATION DESCRIPTION
 DF5275
 DF5275'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5275'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DF5275'SOUTH WEST OF SHAKOPEE, IN RAIL AT SE COR OF CO RD 15 BRDG NO 70011
 DF5275'OVER TH 169, 2.2 MI (3.5 KM) EAST ALONG TH 169 FROM JCT OF TH 169 AND
 DF5275'TH 41 (ABOUT 1.5 MI (2.4 KM) OF SE OF CHASKA,) AT TH 169 MP 108.75, 25
 DF5275'FT (7.6 M) EAST OF CO RD 15 NB, 30.4 FT (9.3 M) NORTH OF SE COR OF
 DF5275'BRDG, PROJECTS 2.8 FT (0.9 M) ABOVE BRDG DECK.  DISK SET WHEN BRDG
 DF5275'BUILT IN 1996 THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1348 ***********************************************************************
 PP1348  DESIGNATION -  7005 C
 PP1348  PID         -  PP1348
 PP1348  STATE/COUNTY-  MN/SCOTT
 PP1348  USGS QUAD   -  EDEN PRAIRIE (1993)
 PP1348
 PP1348                         *CURRENT SURVEY CONTROL
 PP1348  ___________________________________________________________________
 PP1348* NAD 83(1986)-  44 48 09.     (N)    093 28 45.     (W)     SCALED    
 PP1348* NAVD 88     -       223.380  (meters)     732.87   (feet)  ADJUSTED  
 PP1348  ___________________________________________________________________
 PP1348  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 PP1348  DYNAMIC HT  -         223.374 (meters)     732.85  (feet)  COMP
 PP1348  MODELED GRAV-     980,584.4   (mgal)                       NAVD 88
 PP1348
 PP1348  VERT ORDER  -  SECOND    CLASS I
 PP1348
 PP1348.The horizontal coordinates were scaled from a topographic map and have
 PP1348.an estimated accuracy of +/- 6 seconds.
 PP1348
 PP1348.The orthometric height was determined by differential leveling
 PP1348.and adjusted by the National Geodetic Survey in September 1997..
 PP1348
 PP1348.The geoid height was determined by GEOID03.
 PP1348
 PP1348.The dynamic height is computed by dividing the NAVD 88
 PP1348.geopotential number by the normal gravity value computed on the
 PP1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1348.degrees latitude (g = 980.6199 gals.).
 PP1348
 PP1348.The modeled gravity was interpolated from observed gravity values.
 PP1348
 PP1348;                    North         East    Units  Estimated Accuracy
 PP1348;SPC MN S     -   300,410.      841,200.      MT  (+/- 180 meters Scaled)
 PP1348
 PP1348                          SUPERSEDED SURVEY CONTROL
 PP1348
 PP1348  NAVD 88 (06/15/91)  223.384  (m)          732.89   (f) UNKNOWN     2 0
 PP1348  NGVD 29 (??/??/92)  223.335  (m)          732.72   (f) ADJ UNCH    2 0
 PP1348
 PP1348.Superseded values are not recommended for survey control.
 PP1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1348.See file dsdata.txt to determine how the superseded data were derived.
 PP1348
 PP1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK621611(NAD 83)
 PP1348_MARKER: DB = BENCH MARK DISK
 PP1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1348_STAMPING: 7005 C 1971
 PP1348_MARK LOGO: MNDT  
 PP1348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1348+STABILITY: SURFACE MOTION
 PP1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1348+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2002
 PP1348
 PP1348  HISTORY     - Date     Condition        Report By
 PP1348  HISTORY     - 1971     MONUMENTED       MNDT
 PP1348  HISTORY     - 1972     GOOD             MNDT
 PP1348  HISTORY     - 1980     GOOD             MNDT
 PP1348  HISTORY     - 20020507 GOOD             MNDT
 PP1348  HISTORY     - 20021023 GOOD             USPSQD
 PP1348
 PP1348                          STATION DESCRIPTION
 PP1348
 PP1348'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1348'2.4 MI E FROM SHAKOPEE.
 PP1348'MARK IS LOCATED 2.4 MILES EAST ALONG T.H. 101 FROM THE JUNCTION OF
 PP1348'T.H. 101 AND T.H. 169 IN SHAKOPEE, 0.5 MILES WEST OF COUNTY ROAD 82,
 PP1348'0.15 MILES EAST OF THE NORTH SERVICE ROAD CONNECTION, 67 FEET SOUTH
 PP1348'OF, AND 3 FEET LOWER THAN THE CENTERLINE OF T.H. 101, 13 FEET WEST OF
 PP1348'A POWER POLE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT
 PP1348'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION
 PP1348'4, T 115N, R 22W.
 PP1348
 PP1348                          STATION RECOVERY (1980)
 PP1348
 PP1348'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1348'THE MARK WAS RECOVERED IN GOOD CONDITION 2.4 MILES EAST ALONG TRUNK
 PP1348'HIGHWAY 101 FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 IN SHAKOPEE, IN
 PP1348'THE NW 1/4 OF SECTION 4, T115N, R22W.  THE MARK IS 0.5 MILE WEST OF
 PP1348'COUNTY ROAD 82, 0.15 MILE EAST OF THE NORTH SERVICE ROAD CONNECTION,
 PP1348'67 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 101 AT MILEPOINT 5.4,
 PP1348'13 FEET WEST OF A POWER POLE, AND 1.0 FOOT NORTH OF A STEEL WITNESS
 PP1348'POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7005 C
 PP1348'1971---, IS SET IN THE TOP OF A ROUND MAGNETIC 6 FOOT LONG PRECAST
 PP1348'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 PP1348
 PP1348                          STATION RECOVERY (2002)
 PP1348
 PP1348'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DAS)
 PP1348'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PP1348
 PP1348                          STATION RECOVERY (2002)
 PP1348
 PP1348'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5276 ***********************************************************************
 DF5276  DESIGNATION -  7005 CC
 DF5276  PID         -  DF5276
 DF5276  STATE/COUNTY-  MN/SCOTT
 DF5276  USGS QUAD   -  SHAKOPEE (1993)
 DF5276
 DF5276                         *CURRENT SURVEY CONTROL
 DF5276  ___________________________________________________________________
 DF5276* NAD 83(1986)-  44 46 31.     (N)    093 31 48.     (W)     SCALED    
 DF5276* NAVD 88     -       257.162  (meters)     843.71   (feet)  ADJUSTED  
 DF5276  ___________________________________________________________________
 DF5276  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 DF5276  DYNAMIC HT  -         257.157 (meters)     843.69  (feet)  COMP
 DF5276  MODELED GRAV-     980,588.9   (mgal)                       NAVD 88
 DF5276
 DF5276  VERT ORDER  -  SECOND    CLASS I
 DF5276
 DF5276.The horizontal coordinates were scaled from a topographic map and have
 DF5276.an estimated accuracy of +/- 6 seconds.
 DF5276
 DF5276.The orthometric height was determined by differential leveling
 DF5276.and adjusted by the National Geodetic Survey in August 2004..
 DF5276
 DF5276.The geoid height was determined by GEOID03.
 DF5276
 DF5276.The dynamic height is computed by dividing the NAVD 88
 DF5276.geopotential number by the normal gravity value computed on the
 DF5276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5276.degrees latitude (g = 980.6199 gals.).
 DF5276
 DF5276.The modeled gravity was interpolated from observed gravity values.
 DF5276
 DF5276;                    North         East    Units  Estimated Accuracy
 DF5276;SPC MN S     -   297,360.      837,200.      MT  (+/- 180 meters Scaled)
 DF5276
 DF5276                          SUPERSEDED SURVEY CONTROL
 DF5276
 DF5276.No superseded survey control is available for this station.
 DF5276
 DF5276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK580581(NAD 83)
 DF5276_MARKER: DV = VERTICAL CONTROL DISK
 DF5276_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5276_SP_SET: BRIDGE RAIL
 DF5276_STAMPING: 7005 CC 1998
 DF5276_MARK LOGO: MNDT  
 DF5276_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5276+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5276
 DF5276  HISTORY     - Date     Condition        Report By
 DF5276  HISTORY     - 1996     MONUMENTED       MNDT
 DF5276  HISTORY     - 19980918 GOOD             MNDT
 DF5276
 DF5276                          STATION DESCRIPTION
 DF5276
 DF5276'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5276'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.2 MI (1.9 KM)
 DF5276'SSW OF SHAKOPEE, IN RAIL AT SE COR OF CO RD 77 BRDG NO 70012 OVER TH
 DF5276'169, 2.75 MI (4.43 KM) EAST ALONG TH 169 FROM JCT OF TH 169 AND TH 41
 DF5276'(ABOUT 1.5 MI (2.4 KM) OF SE OF CHASKA) AT TH 169 MP 109.4, 22.7 FT
 DF5276'(6.9 M) EAST OF CO RD 77 (KOEPER AVE) , 26 FT (7.9 M) NORTH OF SOUTH
 DF5276'END OF BRDG, PROJECTS 2.8 FT (0.9 M) ABOVE BRDG DECK.  DISK SET IN
 DF5276'BRDG WHEN BUILT 1996 THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5277 ***********************************************************************
 DF5277  DESIGNATION -  7005 DD
 DF5277  PID         -  DF5277
 DF5277  STATE/COUNTY-  MN/SCOTT
 DF5277  USGS QUAD   -  SHAKOPEE (1993)
 DF5277
 DF5277                         *CURRENT SURVEY CONTROL
 DF5277  ___________________________________________________________________
 DF5277* NAD 83(1986)-  44 46 34.     (N)    093 31 11.     (W)     SCALED    
 DF5277* NAVD 88     -       256.855  (meters)     842.70   (feet)  ADJUSTED  
 DF5277  ___________________________________________________________________
 DF5277  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DF5277  DYNAMIC HT  -         256.850 (meters)     842.68  (feet)  COMP
 DF5277  MODELED GRAV-     980,587.3   (mgal)                       NAVD 88
 DF5277
 DF5277  VERT ORDER  -  SECOND    CLASS I
 DF5277
 DF5277.The horizontal coordinates were scaled from a topographic map and have
 DF5277.an estimated accuracy of +/- 6 seconds.
 DF5277
 DF5277.The orthometric height was determined by differential leveling
 DF5277.and adjusted by the National Geodetic Survey in August 2004..
 DF5277
 DF5277.The geoid height was determined by GEOID03.
 DF5277
 DF5277.The dynamic height is computed by dividing the NAVD 88
 DF5277.geopotential number by the normal gravity value computed on the
 DF5277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5277.degrees latitude (g = 980.6199 gals.).
 DF5277
 DF5277.The modeled gravity was interpolated from observed gravity values.
 DF5277
 DF5277;                    North         East    Units  Estimated Accuracy
 DF5277;SPC MN S     -   297,460.      838,010.      MT  (+/- 180 meters Scaled)
 DF5277
 DF5277                          SUPERSEDED SURVEY CONTROL
 DF5277
 DF5277.No superseded survey control is available for this station.
 DF5277
 DF5277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK588582(NAD 83)
 DF5277_MARKER: DV = VERTICAL CONTROL DISK
 DF5277_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5277_SP_SET: BRIDGE RAIL
 DF5277_STAMPING: 7005 DD 1998
 DF5277_MARK LOGO: MNDT  
 DF5277_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5277+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5277
 DF5277  HISTORY     - Date     Condition        Report By
 DF5277  HISTORY     - 1995     MONUMENTED       MNDT
 DF5277  HISTORY     - 19980918 GOOD             MNDT
 DF5277
 DF5277                          STATION DESCRIPTION
 DF5277
 DF5277'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5277'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DF5277'SOUTH OF SHAKOPEE, IN RAIL AT SE COR OF CO RD 79 BRDG NO 70013 OVER TH
 DF5277'169, 3.25 MI (5.23 KM) EAST ALONG TH 169 FROM JCT OF TH 169 AND TH 41
 DF5277'(ABOUT 1.5 MI (2.4 KM) OF SE OF CHASKA,) AT TH 169 MP 110.0, 23.5 FT
 DF5277'(7.2 M) EAST OF CO RD 79 (TOWNLINE AVE) , 24.6 FT (7.5 M) NORTH OF SE
 DF5277'COR OF BRDG, PROJECTS 2.8 FT (0.9 M) ABOVE BRDG DECK.  DISK SET IN
 DF5277'BRDG WHEN BUILT IN 1995 THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1350 ***********************************************************************
 PP1350  DESIGNATION -  7005 E
 PP1350  PID         -  PP1350
 PP1350  STATE/COUNTY-  MN/SCOTT
 PP1350  USGS QUAD   -  EDEN PRAIRIE (1993)
 PP1350
 PP1350                         *CURRENT SURVEY CONTROL
 PP1350  ___________________________________________________________________
 PP1350* NAD 83(1996)-  44 47 51.72600(N)    093 27 36.33996(W)     ADJUSTED  
 PP1350* NAVD 88     -       220.530  (meters)     723.52   (feet)  ADJUSTED  
 PP1350  ___________________________________________________________________
 PP1350  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 PP1350  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 PP1350  DYNAMIC HT  -         220.524 (meters)     723.50  (feet)  COMP
 PP1350  MODELED GRAV-     980,582.8   (mgal)                       NAVD 88
 PP1350
 PP1350  HORZ ORDER  -  THIRD
 PP1350  VERT ORDER  -  SECOND    CLASS I
 PP1350
 PP1350.The horizontal coordinates were established by classical geodetic methods
 PP1350.and adjusted by the National Geodetic Survey in March 1999..
 PP1350.No horizontal observational check was made to the station.
 PP1350
 PP1350.The orthometric height was determined by differential leveling
 PP1350.and adjusted by the National Geodetic Survey in August 2004..
 PP1350
 PP1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1350
 PP1350.The geoid height was determined by GEOID03.
 PP1350
 PP1350.The dynamic height is computed by dividing the NAVD 88
 PP1350.geopotential number by the normal gravity value computed on the
 PP1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1350.degrees latitude (g = 980.6199 gals.).
 PP1350
 PP1350.The modeled gravity was interpolated from observed gravity values.
 PP1350
 PP1350;                    North         East     Units Scale Factor Converg.
 PP1350;SPC MN S     -   299,887.672   842,716.306   MT  0.99993538   +0 22 42.4
 PP1350;UTM  15      - 4,960,580.969   463,610.141   MT  0.99961628   -0 19 27.1
 PP1350
 PP1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1350!SPC MN S     -   0.99996963  x   0.99993538  =   0.99990501
 PP1350!UTM  15      -   0.99996963  x   0.99961628  =   0.99958592
 PP1350
 PP1350                          SUPERSEDED SURVEY CONTROL
 PP1350
 PP1350  NAD 83(1986)-  44 47 51.71970(N)    093 27 36.33747(W) AD(       ) 3
 PP1350  NAD 27      -  44 47 51.85470(N)    093 27 35.51163(W) AD(       ) 3
 PP1350  NAVD 88 (09/23/97)  220.542  (m)          723.56   (f) UNKNOWN     2 0
 PP1350  NAVD 88 (06/15/91)  220.549  (m)          723.58   (f) UNKNOWN     2 0
 PP1350  NGVD 29 (??/??/92)  220.498  (m)          723.42   (f) ADJ UNCH    2 0
 PP1350
 PP1350.Superseded values are not recommended for survey control.
 PP1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1350.See file dsdata.txt to determine how the superseded data were derived.
 PP1350
 PP1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6361060581(NAD 83)
 PP1350_MARKER: DB = BENCH MARK DISK
 PP1350_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1350_STAMPING: 7005 E 1971
 PP1350_MARK LOGO: MNDT  
 PP1350_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1350+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2002
 PP1350
 PP1350  HISTORY     - Date     Condition        Report By
 PP1350  HISTORY     - 1971     MONUMENTED       MNDT
 PP1350  HISTORY     - 1972     GOOD             MNDT
 PP1350  HISTORY     - 1980     GOOD             MNDT
 PP1350  HISTORY     - 20020507 GOOD             MNDT
 PP1350  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 PP1350
 PP1350                          STATION DESCRIPTION
 PP1350
 PP1350'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1350'THE STATION IS LOCATED ABOUT 3.5 MILES EAST OF THE TOWN OF
 PP1350'SHAKOPEE.  IN THE SW 1/4 OF SECTION 3, T115N, R22W, ON THE SOUTH
 PP1350'SIDE OF VALLEY BOULEVARD SOUTH.
 PP1350'
 PP1350'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND
 PP1350'TRUNK HIGHWAY 101 IN SHAKOPEE, GO EAST ON TRUNK HIGHWAY 101 FOR 3.5
 PP1350'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST ON TRUNK
 PP1350'HIGHWAY 101 FOR 0.4 MILE TO VALLEY PARK DRIVE ON THE RIGHT, TURN
 PP1350'RIGHT AND GO SOUTH ON VALLEY PARK DRIVE FOR 0.35 MILE TO VALLEY
 PP1350'BOULEVARD SOUTH ON THE RIGHT, TURN RIGHT AND GO WEST ON VALLEY
 PP1350'BOULEVARD SOUTH FOR 0.35 MILE TO THE STATION ON THE LEFT.
 PP1350'
 PP1350'THE STATION MARK, A STANDARD MHD BENCH MARK DISK STAMPED, 7005
 PP1350'E 1971, IS SET IN A 6 INCH ROUND CONCRETE POST THAT IS FLUSH WITH
 PP1350'THE SURFACE OF THE GROUND.  THE MARK IS 105.5 FEET SOUTH OF THE
 PP1350'CENTERLINE OF THE EAST BOUND LANE OF TRUNK HIGHWAY 101 AT MILEPOST
 PP1350'4.6, 72.7 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS,
 PP1350'128 FEET NORTHWEST OF A TELEGRAPH POLE, 102 FEET NORTHEAST OF A
 PP1350'TELEGRAPH POLE AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.
 PP1350
 PP1350                          STATION RECOVERY (1972)
 PP1350
 PP1350'RECOVERY NOTE BY MN DEPT OF TRANSP 1972
 PP1350'3.4 MI E FROM SHAKOPEE.
 PP1350'MARK IS LOCATED 3.4 MILES EAST ALONG T.H. 101 FROM THE JUNCTION OF
 PP1350'T.H. 101 AND T.H. 169 IN SHAKOPEE, 0.5 MILES EAST OF COUNTY ROAD 82,
 PP1350'0.55 MILES WST OF A RAILROAD SPUR CROSSING, 105 FEET SOUTH OF, AND 1
 PP1350'FOOT LOWER THAN THE CENTERLINE OF EASTBOUND T.H. 101 (OPPOSITE A
 PP1350'MEDIAN CROSSING) AT MILE POINT 4.35, 75 FEET NORTH OF THE
 PP1350'CHICAGO-NORTHWESTERN RAILROAD, 1 FOOT NORTH OF A STEEL WITNESS POST,
 PP1350'IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE
 PP1350'GROUND.  SE 1/4 SECTION 3, T 115N, R 22W.
 PP1350
 PP1350                          STATION RECOVERY (1980)
 PP1350
 PP1350'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1350'THE MARK WAS RECOVERED IN GOOD CONDITION 3.35 MILES EAST ALONG TRUNK
 PP1350'HIGHWAY 101 FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 IN SHAKOPEE, 0.5
 PP1350'MILE EAST OF COUNTY ROAD 83, IN THE SE 1/4 OF SECTION 3, T115N, R22W.
 PP1350'THE MARK IS 105 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 PP1350'TRUNK HIGHWAY 101 AT MILEPOINT 4.4, ACROSS TRUNK HIGHWAY 101 FROM THE
 PP1350'SERVICE ENTRANCE (WEST GATE) TO VALLEY FAIR, 75 FEET NORTH OF THE
 PP1350'CENTER OF THE CHICAGO NORTHWESTERN RAILROAD TRACK, AND 1.0 FOOT NORTH
 PP1350'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP1350'STAMPED---7005 E 1971---, IS SET IN THE TOP OF A ROUND 6 FOOT LONG
 PP1350'MAGNETIC PRECAST CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE
 PP1350'SURFACE OF THE GROUND.
 PP1350
 PP1350                          STATION RECOVERY (2002)
 PP1350
 PP1350'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DAS)
 PP1350'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PP1350
 PP1350                          STATION RECOVERY (2002)
 PP1350
 PP1350'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1350'WITNESS POST ONLY 18 INCHES ABOVE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5278 ***********************************************************************
 DF5278  DESIGNATION -  7005 EE
 DF5278  PID         -  DF5278
 DF5278  STATE/COUNTY-  MN/SCOTT
 DF5278  USGS QUAD   -  SHAKOPEE (1993)
 DF5278
 DF5278                         *CURRENT SURVEY CONTROL
 DF5278  ___________________________________________________________________
 DF5278* NAD 83(1986)-  44 46 39.     (N)    093 30 18.     (W)     SCALED    
 DF5278* NAVD 88     -       252.682  (meters)     829.01   (feet)  ADJUSTED  
 DF5278  ___________________________________________________________________
 DF5278  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DF5278  DYNAMIC HT  -         252.676 (meters)     828.99  (feet)  COMP
 DF5278  MODELED GRAV-     980,585.2   (mgal)                       NAVD 88
 DF5278
 DF5278  VERT ORDER  -  SECOND    CLASS I
 DF5278
 DF5278.The horizontal coordinates were scaled from a topographic map and have
 DF5278.an estimated accuracy of +/- 6 seconds.
 DF5278
 DF5278.The orthometric height was determined by differential leveling
 DF5278.and adjusted by the National Geodetic Survey in August 2004..
 DF5278
 DF5278.The geoid height was determined by GEOID03.
 DF5278
 DF5278.The dynamic height is computed by dividing the NAVD 88
 DF5278.geopotential number by the normal gravity value computed on the
 DF5278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5278.degrees latitude (g = 980.6199 gals.).
 DF5278
 DF5278.The modeled gravity was interpolated from observed gravity values.
 DF5278
 DF5278;                    North         East    Units  Estimated Accuracy
 DF5278;SPC MN S     -   297,620.      839,180.      MT  (+/- 180 meters Scaled)
 DF5278
 DF5278                          SUPERSEDED SURVEY CONTROL
 DF5278
 DF5278.No superseded survey control is available for this station.
 DF5278
 DF5278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK600583(NAD 83)
 DF5278_MARKER: DV = VERTICAL CONTROL DISK
 DF5278_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5278_SP_SET: BRIDGE RAIL
 DF5278_STAMPING: 7005 EE 1998
 DF5278_MARK LOGO: MNDT  
 DF5278_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5278+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5278
 DF5278  HISTORY     - Date     Condition        Report By
 DF5278  HISTORY     - 1993     MONUMENTED       MNDT
 DF5278  HISTORY     - 19980918 GOOD             MNDT
 DF5278
 DF5278                          STATION DESCRIPTION
 DF5278
 DF5278'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5278'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DF5278'SSE OF SHAKOPEE, IN RAIL AT SE COR OF CO RD 17 BRDG NO 70014 OVER TH
 DF5278'169, 4 MI (6.4 KM) EAST ALONG TH 169 FROM JCT OF TH 169 AND TH 41
 DF5278'(ABOUT 1.5 MI (2.4 KM) OF SE OF CHASKA,) AT TH 169 MP 110.85, 23.4 FT
 DF5278'(7.1 M) EAST OF CO RD 17 (MARSHALL ROAD) , 24.7 FT (7.5 M) NORTH OF SE
 DF5278'COR OF BRDG, PROJECTS 2.8 FT (0.9 M) ABOVE BRDG DECK.  DISK SET IN
 DF5278'BRDG WHEN BUILT IN 1993 THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1351 ***********************************************************************
 PP1351  DESIGNATION -  7005 F
 PP1351  PID         -  PP1351
 PP1351  STATE/COUNTY-  MN/SCOTT
 PP1351  USGS QUAD   -  EDEN PRAIRIE (1993)
 PP1351
 PP1351                         *CURRENT SURVEY CONTROL
 PP1351  ___________________________________________________________________
 PP1351* NAD 83(1996)-  44 47 42.76438(N)    093 26 51.91389(W)     ADJUSTED  
 PP1351* NAVD 88     -       223.136  (meters)     732.07   (feet)  ADJUSTED  
 PP1351  ___________________________________________________________________
 PP1351  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 PP1351  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 PP1351  DYNAMIC HT  -         223.130 (meters)     732.05  (feet)  COMP
 PP1351  MODELED GRAV-     980,582.1   (mgal)                       NAVD 88
 PP1351
 PP1351  HORZ ORDER  -  THIRD
 PP1351  VERT ORDER  -  SECOND    CLASS I
 PP1351
 PP1351.The horizontal coordinates were established by classical geodetic methods
 PP1351.and adjusted by the National Geodetic Survey in March 1999..
 PP1351.No horizontal observational check was made to the station.
 PP1351
 PP1351.The orthometric height was determined by differential leveling
 PP1351.and adjusted by the National Geodetic Survey in August 2004..
 PP1351
 PP1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1351
 PP1351.The geoid height was determined by GEOID03.
 PP1351
 PP1351.The dynamic height is computed by dividing the NAVD 88
 PP1351.geopotential number by the normal gravity value computed on the
 PP1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1351.degrees latitude (g = 980.6199 gals.).
 PP1351
 PP1351.The modeled gravity was interpolated from observed gravity values.
 PP1351
 PP1351;                    North         East     Units Scale Factor Converg.
 PP1351;SPC MN S     -   299,617.584   843,694.523   MT  0.99993516   +0 23 13.5
 PP1351;UTM  15      - 4,960,298.996   464,584.661   MT  0.99961542   -0 18 55.7
 PP1351
 PP1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1351!SPC MN S     -   0.99996923  x   0.99993516  =   0.99990439
 PP1351!UTM  15      -   0.99996923  x   0.99961542  =   0.99958466
 PP1351
 PP1351                          SUPERSEDED SURVEY CONTROL
 PP1351
 PP1351  NAD 83(1986)-  44 47 42.75811(N)    093 26 51.91098(W) AD(       ) 3
 PP1351  NAD 27      -  44 47 42.89343(N)    093 26 51.08653(W) AD(       ) 3
 PP1351  NAVD 88 (09/23/97)  223.126  (m)          732.04   (f) UNKNOWN     2 0
 PP1351  NAVD 88 (06/15/91)  223.134  (m)          732.07   (f) UNKNOWN     2 0
 PP1351  NGVD 29 (??/??/92)  223.082  (m)          731.89   (f) ADJ UNCH    2 0
 PP1351
 PP1351.Superseded values are not recommended for survey control.
 PP1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1351.See file dsdata.txt to determine how the superseded data were derived.
 PP1351
 PP1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6458560299(NAD 83)
 PP1351_MARKER: DB = BENCH MARK DISK
 PP1351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1351_STAMPING: 7005 F 1971
 PP1351_MARK LOGO: MNDT  
 PP1351_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1351+STABILITY: SURFACE MOTION
 PP1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1351+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2002
 PP1351
 PP1351  HISTORY     - Date     Condition        Report By
 PP1351  HISTORY     - 1971     MONUMENTED       MNDT
 PP1351  HISTORY     - 1972     GOOD             MNDT
 PP1351  HISTORY     - 1980     GOOD             MNDT
 PP1351  HISTORY     - 20020507 GOOD             MNDT
 PP1351  HISTORY     - 20021023 GOOD             USPSQD
 PP1351
 PP1351                          STATION DESCRIPTION
 PP1351
 PP1351'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1351'THE STATION IS LOCATED ABOUT 4 MILES EAST OF THE TOWN OF
 PP1351'SHAKOPEE.  IN THE SE 1/4 OF SECTION 3, T115N, R22W, ON THE NORTH
 PP1351'RIGHT-OF-WAY OF TRUNK HIGHWAY 101 AT MILEPOST 3.7.
 PP1351'
 PP1351'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND
 PP1351'TRUNK HIGHWAY 101 IN SHAKOPEE, GO EAST ON TRUNK HIGHWAY 101 FOR
 PP1351'4.25 MILES TO THE STATION ON THE LEFT.
 PP1351'
 PP1351'THE STATION MARK IS A STANDARD MHD BENCH MARK DISK STAMPED,
 PP1351'7005 F 1971, IS SET IN A 6 INCH ROUND CONCRETE POST THAT IS FLUSH
 PP1351'WITH THE SURFACE OF THE GROUND.  THE MARK IS 117.5 FEET
 PP1351'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANE OF TRUNK
 PP1351'HIGHWAY 101 AT MILEPOST 3.8, 66 FEET NORTH-NORTHEAST OF THE NORTH
 PP1351'RAIL OF THE RAILROAD TRACKS, 47 FEET SOUTH-SOUTHEAST OF THE
 PP1351'CENTERLINE OF AN ENTRANCE, 28.4 FEET SOUTHEAST OF POWER POLE
 PP1351'NUMBER 4890 AND 1.0 FOOT NORTH-NORTHEAST OF A STEEL WITNESS
 PP1351'POST.
 PP1351
 PP1351                          STATION RECOVERY (1972)
 PP1351
 PP1351'RECOVERY NOTE BY MN DEPT OF TRANSP 1972
 PP1351'4.15 MI E FROM SHAKOPEE.
 PP1351'MARK IS LOCATED 4.15 MILES EAST ALONG T.H. 101 FROM THE JUNCTION OF
 PP1351'T.H. 101 AND T.H. 169 IN SHAKOPEE, 1.2 MILES EAST OF COUNTY ROAD 82,
 PP1351'0.1 MILES EAST OF A RAILROAD SPUR CROSSING, 119 FEET SOUTH OF THE
 PP1351'CENTERLINE OF EASTBOUND T.H. 101 AT MILE POINT 3.7, 48 FEET EAST OF A
 PP1351'FIELD ENTRANCE, 68 FEET NORTH OF THE CHICAGO-NORTHWESTERN RAILROAD, 27
 PP1351'FEET EAST OF A POWER POLE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN A
 PP1351'6 FOOT PRECAST CONCRETE MONUMENT.  SE 1/4 SECTION 3, T 115N, R 22W.
 PP1351
 PP1351                          STATION RECOVERY (1980)
 PP1351
 PP1351'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1351'THE MARK WAS RECOVERED IN GOOD CONDITION 4.0 MILES EAST ALONG TRUNK
 PP1351'HIGHWAY 101 FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 IN SHAKOPEE, 1.1
 PP1351'MILES EAST OF COUNTY ROAD 83, IN THE SE 1/4 OF SECTION 3, T115N, R22W.
 PP1351'THE MARK IS 119 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 PP1351'TRUNK HIGHWAY 101 AT MILEPOINT 3.75, 68 FEET NORTH OF THE CENTER OF
 PP1351'THE CHICAGO NORTHWESTERN RAILROAD TRACK, 48 FEET EAST OF THE CENTER OF
 PP1351'A FIELD ENTRANCE, 27 FEET EAST OF A POWER POLE, AND 1.0 FOOT NORTH OF
 PP1351'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP1351'STAMPED---7005 F 1971---, IS SET IN THE TOP OF A ROUND 6 FOOT LONG
 PP1351'MAGNETIC PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 PP1351'GROUND.
 PP1351
 PP1351                          STATION RECOVERY (2002)
 PP1351
 PP1351'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DAS)
 PP1351'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 PP1351'FLUSH, SUITABLE FOR GPS, A RR SPIKE SET ADJACENT TO MARK MAKES IT
 PP1351'MAGNETIC.
 PP1351
 PP1351                          STATION RECOVERY (2002)
 PP1351
 PP1351'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5280 ***********************************************************************
 DF5280  DESIGNATION -  7005 FF
 DF5280  PID         -  DF5280
 DF5280  STATE/COUNTY-  MN/SCOTT
 DF5280  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5280
 DF5280                         *CURRENT SURVEY CONTROL
 DF5280  ___________________________________________________________________
 DF5280* NAD 83(1986)-  44 46 52.     (N)    093 28 33.     (W)     SCALED    
 DF5280* NAVD 88     -       240.439  (meters)     788.84   (feet)  ADJUSTED  
 DF5280  ___________________________________________________________________
 DF5280  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DF5280  DYNAMIC HT  -         240.432 (meters)     788.82  (feet)  COMP
 DF5280  MODELED GRAV-     980,582.5   (mgal)                       NAVD 88
 DF5280
 DF5280  VERT ORDER  -  SECOND    CLASS I
 DF5280
 DF5280.The horizontal coordinates were scaled from a topographic map and have
 DF5280.an estimated accuracy of +/- 6 seconds.
 DF5280
 DF5280.The orthometric height was determined by differential leveling
 DF5280.and adjusted by the National Geodetic Survey in August 2004..
 DF5280
 DF5280.The geoid height was determined by GEOID03.
 DF5280
 DF5280.The dynamic height is computed by dividing the NAVD 88
 DF5280.geopotential number by the normal gravity value computed on the
 DF5280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5280.degrees latitude (g = 980.6199 gals.).
 DF5280
 DF5280.The modeled gravity was interpolated from observed gravity values.
 DF5280
 DF5280;                    North         East    Units  Estimated Accuracy
 DF5280;SPC MN S     -   298,040.      841,480.      MT  (+/- 180 meters Scaled)
 DF5280
 DF5280                          SUPERSEDED SURVEY CONTROL
 DF5280
 DF5280.No superseded survey control is available for this station.
 DF5280
 DF5280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK623587(NAD 83)
 DF5280_MARKER: DV = VERTICAL CONTROL DISK
 DF5280_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5280_SP_SET: BRIDGE RAIL
 DF5280_STAMPING: 7005 FF 1998
 DF5280_MARK LOGO: MNDT  
 DF5280_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5280+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5280
 DF5280  HISTORY     - Date     Condition        Report By
 DF5280  HISTORY     - 1995     MONUMENTED       MNDT
 DF5280  HISTORY     - 19980918 GOOD             MNDT
 DF5280
 DF5280                          STATION DESCRIPTION
 DF5280
 DF5280'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5280'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2 MI (3.2 KM)
 DF5280'SE OF SHAKOPEE, IN RAIL AT SE COR OF TH 169 NB BRDG NO 70037 OVER
 DF5280'EAGLE CREEK BLVD, 5.4 MI (8.7 KM) EAST ALONG TH 169 FROM JCT OF TH 169
 DF5280'AND TH 41 (ABOUT 1.5 MI (2.4 KM) OF SE OF CHASKA,) AT TH 169 MP
 DF5280'112.35, 27.4 FT (8.4 M) SOUTH OF NB TH 169, 73.0 FT (22.3 M) WEST OF
 DF5280'SE COR OF BRDG, PROJECTS 2.8 FT (0.9 M) ABOVE BRIDGE DECK.  DISK SET
 DF5280'IN BRDG WHEN BUILT IN 1995 THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1352 ***********************************************************************
 PP1352  DESIGNATION -  7005 G
 PP1352  PID         -  PP1352
 PP1352  STATE/COUNTY-  MN/SCOTT
 PP1352  USGS QUAD   -  EDEN PRAIRIE (1993)
 PP1352
 PP1352                         *CURRENT SURVEY CONTROL
 PP1352  ___________________________________________________________________
 PP1352* NAD 83(1996)-  44 47 41.84234(N)    093 26 21.39494(W)     ADJUSTED  
 PP1352* NAVD 88     -       221.960  (meters)     728.21   (feet)  ADJUSTED  
 PP1352  ___________________________________________________________________
 PP1352  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 PP1352  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 PP1352  DYNAMIC HT  -         221.953 (meters)     728.19  (feet)  COMP
 PP1352  MODELED GRAV-     980,581.8   (mgal)                       NAVD 88
 PP1352
 PP1352  HORZ ORDER  -  SECOND
 PP1352  VERT ORDER  -  SECOND    CLASS 0
 PP1352
 PP1352.The horizontal coordinates were established by classical geodetic methods
 PP1352.and adjusted by the National Geodetic Survey in March 1999..
 PP1352
 PP1352.The orthometric height was determined by differential leveling
 PP1352.and adjusted by the National Geodetic Survey in June 1991..
 PP1352
 PP1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1352
 PP1352.The geoid height was determined by GEOID03.
 PP1352
 PP1352.The dynamic height is computed by dividing the NAVD 88
 PP1352.geopotential number by the normal gravity value computed on the
 PP1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1352.degrees latitude (g = 980.6199 gals.).
 PP1352
 PP1352.The modeled gravity was interpolated from observed gravity values.
 PP1352
 PP1352;                    North         East     Units Scale Factor Converg.
 PP1352;SPC MN S     -   299,593.691   844,365.459   MT  0.99993513   +0 23 34.9
 PP1352;UTM  15      - 4,960,266.888   465,255.039   MT  0.99961484   -0 18 34.2
 PP1352
 PP1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1352!SPC MN S     -   0.99996941  x   0.99993513  =   0.99990454
 PP1352!UTM  15      -   0.99996941  x   0.99961484  =   0.99958426
 PP1352
 PP1352                          SUPERSEDED SURVEY CONTROL
 PP1352
 PP1352  NAD 83(1986)-  44 47 41.83600(N)    093 26 21.39184(W) AD(       ) 2
 PP1352  NAD 27      -  44 47 41.97157(N)    093 26 20.56840(W) AD(       ) 2
 PP1352  NGVD 29 (??/??/92)  221.907  (m)          728.04   (f) ADJ UNCH    2 0
 PP1352
 PP1352.Superseded values are not recommended for survey control.
 PP1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1352.See file dsdata.txt to determine how the superseded data were derived.
 PP1352
 PP1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6525560267(NAD 83)
 PP1352_MARKER: DD = SURVEY DISK
 PP1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1352_STAMPING: 7005-G 1971
 PP1352_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1352+STABILITY: SURFACE MOTION
 PP1352
 PP1352  HISTORY     - Date     Condition        Report By
 PP1352  HISTORY     - 1974     MONUMENTED       MNDT
 PP1352  HISTORY     - 1972     GOOD             MNDT
 PP1352  HISTORY     - 1980     MARK NOT FOUND   MNDT
 PP1352
 PP1352                          STATION DESCRIPTION
 PP1352
 PP1352'DESCRIBED BY MN DEPT OF TRANSP 1974
 PP1352'THE STATION IS LOCATED ABOUT 5 MILES EAST OF THE TOWN OF
 PP1352'SHAKOPEE.  IN THE SE 1/4 OF SECTION 2, T115N, R22W, ON THE NORTH
 PP1352'RIGHT-OF-WAY OF TRUNK HIGHWAY 101 AT MILEPOST 2.4.
 PP1352'
 PP1352'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND
 PP1352'TRUNK HIGHWAY 101, GO EAST ON TRUNK HIGHWAY 101 FOR 5.6 MILES TO
 PP1352'THE STATION ON THE LEFT.
 PP1352'
 PP1352'THE STATION MARK IS A STANDARD MHD BENCH MARK DISK STAMPED,
 PP1352'7005 G 1971, IS SET IN A 6 INCH ROUND CONCRETE POST THAT IS FLUSH
 PP1352'WITH THE SURFACE OF THE GROUND.  THE MARK IS 131 FEET
 PP1352'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANE OF TRUNK
 PP1352'HIGHWAY 101 AT MILEPOST 3.35, 10.0 FEET EAST-SOUTHEAST OF THE
 PP1352'ENTRANCE TO A BOAT WORKS, 10.5 FEET WEST OF CORNER FENCE POST,
 PP1352'110.7 FEET NORTH OF A FIRE HYDRANT AND 1.0 FOOT NORTH OF A
 PP1352'STEEL WITNESS POST.
 PP1352
 PP1352                          STATION RECOVERY (1972)
 PP1352
 PP1352'RECOVERY NOTE BY MN DEPT OF TRANSP 1972
 PP1352'4.6 MI E FROM SHAKOPEE.
 PP1352'MARK IS LOCATED 4.6 MILES EAST ALONG T.H. 101 FROM THE JUNCTION OF
 PP1352'T.H. 101 AND T.H. 169, IN SHAKOPEE, 1.5 MILES WEST OF COUNTY ROAD 89,
 PP1352'0.45 MILES EAST OF A RAILROAD SPUR CROSSING, 130 FEET SOUTH OF THE
 PP1352'CENTERLINE OF EASTBOUND T.H. 101 AT MILE POINT 3.3, 9 FEET WEST OF THE
 PP1352'CENTER OF THE SERVICE LANE ENTRANCE, 2 FEET NORTH OF A FENCE LINE, 1
 PP1352'FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 PP1352'MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 2, T 115N, R 22W.
 PP1352
 PP1352                          STATION RECOVERY (1980)
 PP1352
 PP1352'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (DKH)
 PP1352'THE STATION WAS SEARCHED FOR AND COULD NOT BE FOUND AND IT APPEARS TO
 PP1352'HAVE BEEN DESTROYED BY CONSTRUCTION WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5279 ***********************************************************************
 DF5279  DESIGNATION -  7005 GG
 DF5279  PID         -  DF5279
 DF5279  STATE/COUNTY-  MN/SCOTT
 DF5279  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5279
 DF5279                         *CURRENT SURVEY CONTROL
 DF5279  ___________________________________________________________________
 DF5279* NAD 83(1986)-  44 46 54.     (N)    093 28 45.     (W)     SCALED    
 DF5279* NAVD 88     -       240.707  (meters)     789.72   (feet)  ADJUSTED  
 DF5279  ___________________________________________________________________
 DF5279  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DF5279  DYNAMIC HT  -         240.700 (meters)     789.70  (feet)  COMP
 DF5279  MODELED GRAV-     980,582.9   (mgal)                       NAVD 88
 DF5279
 DF5279  VERT ORDER  -  SECOND    CLASS I
 DF5279
 DF5279.The horizontal coordinates were scaled from a topographic map and have
 DF5279.an estimated accuracy of +/- 6 seconds.
 DF5279
 DF5279.The orthometric height was determined by differential leveling
 DF5279.and adjusted by the National Geodetic Survey in August 2004..
 DF5279
 DF5279.The geoid height was determined by GEOID03.
 DF5279
 DF5279.The dynamic height is computed by dividing the NAVD 88
 DF5279.geopotential number by the normal gravity value computed on the
 DF5279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5279.degrees latitude (g = 980.6199 gals.).
 DF5279
 DF5279.The modeled gravity was interpolated from observed gravity values.
 DF5279
 DF5279;                    North         East    Units  Estimated Accuracy
 DF5279;SPC MN S     -   298,100.      841,220.      MT  (+/- 180 meters Scaled)
 DF5279
 DF5279                          SUPERSEDED SURVEY CONTROL
 DF5279
 DF5279.No superseded survey control is available for this station.
 DF5279
 DF5279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK620588(NAD 83)
 DF5279_MARKER: DV = VERTICAL CONTROL DISK
 DF5279_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5279_SP_SET: BRIDGE RAIL
 DF5279_STAMPING: 7005 GG 1998
 DF5279_MARK LOGO: MNDT  
 DF5279_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5279+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5279
 DF5279  HISTORY     - Date     Condition        Report By
 DF5279  HISTORY     - 1995     MONUMENTED       MNDT
 DF5279  HISTORY     - 19980918 GOOD             MNDT
 DF5279
 DF5279                          STATION DESCRIPTION
 DF5279
 DF5279'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5279'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2 MI (3.2 KM)
 DF5279'SE OF SHAKOPEE, IN RAIL AT NW COR OF TH 169 SB BRDG NO 70038 OVER
 DF5279'EAGLE CREEK BLVD, 5.45 MI (8.77 KM) EAST ALONG TH 169 FROM JCT OF TH
 DF5279'169 AND TH 41 (ABOUT 1.5 MI (2.4 KM) OF SE OF CHASKA,) AT TH 169 MP
 DF5279'112.4, 27 FT (8.2 M) NORTH OF SB TH 169, 70.0 FT (21.3 M) EAST OF NW
 DF5279'COR OF BRDG, PROJECTS 2.8 FT (0.9 M) ABOVE BRDG DECK.  DISK SET IN
 DF5279'BRDG WHEN BUILT IN 1995 THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1353 ***********************************************************************
 PP1353  DESIGNATION -  7005 H
 PP1353  PID         -  PP1353
 PP1353  STATE/COUNTY-  MN/SCOTT
 PP1353  USGS QUAD   -  EDEN PRAIRIE (1993)
 PP1353
 PP1353                         *CURRENT SURVEY CONTROL
 PP1353  ___________________________________________________________________
 PP1353* NAD 83(1996)-  44 47 38.54841(N)    093 25 08.07336(W)     ADJUSTED  
 PP1353* NAVD 88     -       222.772  (meters)     730.88   (feet)  ADJUSTED  
 PP1353  ___________________________________________________________________
 PP1353  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 PP1353  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 PP1353  DYNAMIC HT  -         222.765 (meters)     730.85  (feet)  COMP
 PP1353  MODELED GRAV-     980,581.3   (mgal)                       NAVD 88
 PP1353
 PP1353  HORZ ORDER  -  THIRD
 PP1353  VERT ORDER  -  SECOND    CLASS 0
 PP1353
 PP1353.The horizontal coordinates were established by classical geodetic methods
 PP1353.and adjusted by the National Geodetic Survey in March 1999..
 PP1353.No horizontal observational check was made to the station.
 PP1353
 PP1353.The orthometric height was determined by differential leveling
 PP1353.and adjusted by the National Geodetic Survey in September 1997..
 PP1353
 PP1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1353
 PP1353.The geoid height was determined by GEOID03.
 PP1353
 PP1353.The dynamic height is computed by dividing the NAVD 88
 PP1353.geopotential number by the normal gravity value computed on the
 PP1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1353.degrees latitude (g = 980.6199 gals.).
 PP1353
 PP1353.The modeled gravity was interpolated from observed gravity values.
 PP1353
 PP1353;                    North         East     Units Scale Factor Converg.
 PP1353;SPC MN S     -   299,503.275   845,977.637   MT  0.99993505   +0 24 26.3
 PP1353;UTM  15      - 4,960,156.749   466,865.470   MT  0.99961350   -0 17 42.5
 PP1353
 PP1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1353!SPC MN S     -   0.99996929  x   0.99993505  =   0.99990434
 PP1353!UTM  15      -   0.99996929  x   0.99961350  =   0.99958280
 PP1353
 PP1353                          SUPERSEDED SURVEY CONTROL
 PP1353
 PP1353  NAD 83(1986)-  44 47 38.54219(N)    093 25 08.07015(W) AD(       ) 3
 PP1353  NAD 27      -  44 47 38.67830(N)    093 25 07.24903(W) AD(       ) 3
 PP1353  NAVD 88 (06/15/91)  222.788  (m)          730.93   (f) UNKNOWN     2 0
 PP1353  NGVD 29 (??/??/92)  222.733  (m)          730.75   (f) ADJ UNCH    2 0
 PP1353
 PP1353.Superseded values are not recommended for survey control.
 PP1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1353.See file dsdata.txt to determine how the superseded data were derived.
 PP1353
 PP1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6686560157(NAD 83)
 PP1353_MARKER: DD = SURVEY DISK
 PP1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1353_STAMPING: 7005 H 1971
 PP1353_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1353+STABILITY: SURFACE MOTION
 PP1353
 PP1353  HISTORY     - Date     Condition        Report By
 PP1353  HISTORY     - 1971     MONUMENTED       MNDT
 PP1353  HISTORY     - 1972     GOOD             MNDT
 PP1353  HISTORY     - 1980     MARK NOT FOUND   MNDT
 PP1353
 PP1353                          STATION DESCRIPTION
 PP1353
 PP1353'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1353'THE STATION IS LOCATED ABOUT 5 MILES EAST OF THE TOWN OF
 PP1353'SHAKOPEE.  IN THE SE 1/4 OF SECTION 2, T115N, R22W, ON THE NORTH
 PP1353'RIGHT-OF-WAY OF TRUNK HIGHWAY 101 AT MILEPOST 2.4.
 PP1353'
 PP1353'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND
 PP1353'TRUNK HIGHWAY 101, GO EAST ON TRUNK HIGHWAY 101 FOR 5.6 MILES TO
 PP1353'THE STATION ON THE LEFT.
 PP1353'
 PP1353'THE STATION MARK IS A STANDARD MHD BENCH MARK STAMPED,
 PP1353'7005 H 1971, IS SET IN A 6 INCH ROUND CONCRETE POST THAT IS FLUSH
 PP1353'WITH THE SURFACE OF THE GROUND.  THE MARK IS 118.2 FEET
 PP1353'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANE OF
 PP1353'TRUNK HIGHWAY 101 AT MILEPOST 2.3, NEAR THE NORTHWEST CORNER OF
 PP1353'THE PARKING LOT OF THE NORTHSTAR AUTO AUCTION, 30 FEET SOUTHWEST
 PP1353'OF THE CENTERLINE OF THE FRONTAGE ROAD AND 1.0 FOOT EAST OF A
 PP1353'STEEL WITNESS POST.
 PP1353
 PP1353                          STATION RECOVERY (1972)
 PP1353
 PP1353'RECOVERY NOTE BY MN DEPT OF TRANSP 1972
 PP1353'5.7 MI E FROM SHAKOPEE.
 PP1353'MARK IS LOCATED 5.7 MILES EAST ALONG T.H. 101 FROM THE JUNCTION OF
 PP1353'T.H. 101 AND T.H. 169 IN SHAKOPEE, 0.5 MILES NORTHWEST OF COUNTY ROAD
 PP1353'89, 120 FEET SOUTH OF THE CENTERLINE OF EASTBOUND T.H. 101 AT MILE
 PP1353'POINT 2.3, AT THE EAST SIDE OF THE SOUTH SERVICE ROAD ENTRANCE, 1 FOOT
 PP1353'EAST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT
 PP1353'SET 6 INCHES BELOW GROUND.  SW 1/4 SECTION 1, T 115N, R 22W.
 PP1353
 PP1353                          STATION RECOVERY (1980)
 PP1353
 PP1353'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (DKH)
 PP1353'THE STATION WAS SEARCHED FOR AND COULD NOT BE FOUND AND IT APPEARS TO
 PP1353'HAVE BEEN DESTROYED BY CONSTRUCTION WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5281 ***********************************************************************
 DF5281  DESIGNATION -  7005 HH
 DF5281  PID         -  DF5281
 DF5281  STATE/COUNTY-  MN/SCOTT
 DF5281  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5281
 DF5281                         *CURRENT SURVEY CONTROL
 DF5281  ___________________________________________________________________
 DF5281* NAD 83(1986)-  44 46 52.     (N)    093 28 10.     (W)     SCALED    
 DF5281* NAVD 88     -       237.705  (meters)     779.87   (feet)  ADJUSTED  
 DF5281  ___________________________________________________________________
 DF5281  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DF5281  DYNAMIC HT  -         237.698 (meters)     779.85  (feet)  COMP
 DF5281  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 DF5281
 DF5281  VERT ORDER  -  SECOND    CLASS I
 DF5281
 DF5281.The horizontal coordinates were scaled from a topographic map and have
 DF5281.an estimated accuracy of +/- 6 seconds.
 DF5281
 DF5281.The orthometric height was determined by differential leveling
 DF5281.and adjusted by the National Geodetic Survey in August 2004..
 DF5281
 DF5281.The geoid height was determined by GEOID03.
 DF5281
 DF5281.The dynamic height is computed by dividing the NAVD 88
 DF5281.geopotential number by the normal gravity value computed on the
 DF5281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5281.degrees latitude (g = 980.6199 gals.).
 DF5281
 DF5281.The modeled gravity was interpolated from observed gravity values.
 DF5281
 DF5281;                    North         East    Units  Estimated Accuracy
 DF5281;SPC MN S     -   298,040.      841,990.      MT  (+/- 180 meters Scaled)
 DF5281
 DF5281                          SUPERSEDED SURVEY CONTROL
 DF5281
 DF5281.No superseded survey control is available for this station.
 DF5281
 DF5281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK628587(NAD 83)
 DF5281_MARKER: DV = VERTICAL CONTROL DISK
 DF5281_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5281_SP_SET: BRIDGE RAIL
 DF5281_STAMPING: 7005 HH 1998
 DF5281_MARK LOGO: MNDT  
 DF5281_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5281+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5281
 DF5281  HISTORY     - Date     Condition        Report By
 DF5281  HISTORY     - 1992     MONUMENTED       MNDT
 DF5281  HISTORY     - 19980918 GOOD             MNDT
 DF5281
 DF5281                          STATION DESCRIPTION
 DF5281
 DF5281'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5281'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MI (4.8 KM)
 DF5281'SE OF SHAKOPEE, IN RAIL AT SE COR OF NB TH 169 BRDG NO 70039 OVER
 DF5281'CANTERBURY DOWNS BLVD, 5.8 MI (9.3 KM) EAST ALONG TH 169 FROM JCT OF
 DF5281'TH 169 AND TH 41 (ABOUT 1.5 MI (2.4 KM) OF SE OF CHASKA,) AT TH 169 MP
 DF5281'112.75, 24.4 FT (7.4 M) SOUTH OF NB TH 169, 16.8 FT (5.1 M) WEST OF SE
 DF5281'COR OF BRDG, PROJECTS 2.8 FT (0.9 M) ABOVE BRDG DECK.  DISK SET IN
 DF5281'BRDG WHEN BUILT IN 1992 THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5282 ***********************************************************************
 DF5282  DESIGNATION -  7005 JJ
 DF5282  PID         -  DF5282
 DF5282  STATE/COUNTY-  MN/SCOTT
 DF5282  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5282
 DF5282                         *CURRENT SURVEY CONTROL
 DF5282  ___________________________________________________________________
 DF5282* NAD 83(1986)-  44 46 52.     (N)    093 28 10.     (W)     SCALED    
 DF5282* NAVD 88     -       237.738  (meters)     779.98   (feet)  ADJUSTED  
 DF5282  ___________________________________________________________________
 DF5282  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DF5282  DYNAMIC HT  -         237.732 (meters)     779.96  (feet)  COMP
 DF5282  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 DF5282
 DF5282  VERT ORDER  -  SECOND    CLASS I
 DF5282
 DF5282.The horizontal coordinates were scaled from a topographic map and have
 DF5282.an estimated accuracy of +/- 6 seconds.
 DF5282
 DF5282.The orthometric height was determined by differential leveling
 DF5282.and adjusted by the National Geodetic Survey in August 2004..
 DF5282
 DF5282.The geoid height was determined by GEOID03.
 DF5282
 DF5282.The dynamic height is computed by dividing the NAVD 88
 DF5282.geopotential number by the normal gravity value computed on the
 DF5282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5282.degrees latitude (g = 980.6199 gals.).
 DF5282
 DF5282.The modeled gravity was interpolated from observed gravity values.
 DF5282
 DF5282;                    North         East    Units  Estimated Accuracy
 DF5282;SPC MN S     -   298,040.      841,990.      MT  (+/- 180 meters Scaled)
 DF5282
 DF5282                          SUPERSEDED SURVEY CONTROL
 DF5282
 DF5282.No superseded survey control is available for this station.
 DF5282
 DF5282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK628587(NAD 83)
 DF5282_MARKER: DV = VERTICAL CONTROL DISK
 DF5282_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5282_SP_SET: BRIDGE RAIL
 DF5282_STAMPING: 7005 JJ 1998
 DF5282_MARK LOGO: MNDT  
 DF5282_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5282+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5282
 DF5282  HISTORY     - Date     Condition        Report By
 DF5282  HISTORY     - 1992     MONUMENTED       MNDT
 DF5282  HISTORY     - 19980918 GOOD             MNDT
 DF5282
 DF5282                          STATION DESCRIPTION
 DF5282
 DF5282'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5282'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MI (4.8 KM)
 DF5282'SE OF SHAKOPEE, IN RAIL AT SE COR OF SB TH 169 BRDG NO 70040 OVER
 DF5282'CANTERBURY DOWNS BLVD, 5.8 MI (9.3 KM) EAST ALONG TH 169 FROM JCT OF
 DF5282'TH 169 AND TH 41 (ABOUT 1.5 MI (2.4 KM) OF SE OF CHASKA,) AT TH 169 MP
 DF5282'112.75, 18.8 FT (5.7 M) SOUTH OF SB TH 169, 16.8 FT (5.1 M) WEST OF SE
 DF5282'COR OF BRDG, PROJECTS 2.8 FT (0.9 M) ABOVE BRDG DECK.  DISK SET IN
 DF5282'BRDG WHEN BUILT IN 1992 THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5283 ***********************************************************************
 DF5283  DESIGNATION -  7005 KK
 DF5283  PID         -  DF5283
 DF5283  STATE/COUNTY-  MN/SCOTT
 DF5283  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5283
 DF5283                         *CURRENT SURVEY CONTROL
 DF5283  ___________________________________________________________________
 DF5283* NAD 83(1986)-  44 47 01.     (N)    093 26 50.     (W)     SCALED    
 DF5283* NAVD 88     -       227.335  (meters)     745.85   (feet)  ADJUSTED  
 DF5283  ___________________________________________________________________
 DF5283  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DF5283  DYNAMIC HT  -         227.329 (meters)     745.83  (feet)  COMP
 DF5283  MODELED GRAV-     980,580.6   (mgal)                       NAVD 88
 DF5283
 DF5283  VERT ORDER  -  SECOND    CLASS I
 DF5283
 DF5283.The horizontal coordinates were scaled from a topographic map and have
 DF5283.an estimated accuracy of +/- 6 seconds.
 DF5283
 DF5283.The orthometric height was determined by differential leveling
 DF5283.and adjusted by the National Geodetic Survey in August 2004..
 DF5283
 DF5283.The geoid height was determined by GEOID03.
 DF5283
 DF5283.The dynamic height is computed by dividing the NAVD 88
 DF5283.geopotential number by the normal gravity value computed on the
 DF5283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5283.degrees latitude (g = 980.6199 gals.).
 DF5283
 DF5283.The modeled gravity was interpolated from observed gravity values.
 DF5283
 DF5283;                    North         East    Units  Estimated Accuracy
 DF5283;SPC MN S     -   298,330.      843,750.      MT  (+/- 180 meters Scaled)
 DF5283
 DF5283                          SUPERSEDED SURVEY CONTROL
 DF5283
 DF5283.No superseded survey control is available for this station.
 DF5283
 DF5283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK646590(NAD 83)
 DF5283_MARKER: DD = SURVEY DISK
 DF5283_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DF5283+WITH SETTING: INFORMATION.
 DF5283_STAMPING: 7005 KK 1998
 DF5283_MARK LOGO: MNDT  
 DF5283_PROJECTION: FLUSH
 DF5283_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5283+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DF5283_ROD/PIPE-DEPTH:  2.1 meters
 DF5283
 DF5283  HISTORY     - Date     Condition        Report By
 DF5283  HISTORY     - 1998     MONUMENTED       MNDT
 DF5283
 DF5283                          STATION DESCRIPTION
 DF5283
 DF5283'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5283'THE MARK IS 3 MI (4.8 KM) EAST OF SHAKOPEE, 6.85 MI (11.02 KM) EAST
 DF5283'ALONG TH 169 FROM JCT OF TH 169 AND TH 41 (ABOUT 1.5 MI (2.4 KM) OF SE
 DF5283'OF CHASKA,) AT TH 169 MP 114, 108 FT (32.9 M) NORTH OF SB TH 169, 6.7
 DF5283'FT (2.0 M) SOUTH OF CHAIN LINK FENCE, 71 FT (21.6 M) NORTH OF MILEPOST
 DF5283'114, 2.6 FT (0.8 M) SOUTH OF WIT POST.  ROD DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1358 ***********************************************************************
 PP1358  DESIGNATION -  7005 L
 PP1358  PID         -  PP1358
 PP1358  STATE/COUNTY-  MN/SCOTT
 PP1358  USGS QUAD   -  EDEN PRAIRIE (1993)
 PP1358
 PP1358                         *CURRENT SURVEY CONTROL
 PP1358  ___________________________________________________________________
 PP1358* NAD 83(1986)-  44 46 47.     (N)    093 22 52.     (W)     SCALED    
 PP1358* NAVD 88     -       216.226  (meters)     709.40   (feet)  ADJUSTED  
 PP1358  ___________________________________________________________________
 PP1358  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 PP1358  DYNAMIC HT  -         216.219 (meters)     709.38  (feet)  COMP
 PP1358  MODELED GRAV-     980,579.8   (mgal)                       NAVD 88
 PP1358
 PP1358  VERT ORDER  -  SECOND    CLASS I
 PP1358
 PP1358.The horizontal coordinates were scaled from a topographic map and have
 PP1358.an estimated accuracy of +/- 6 seconds.
 PP1358
 PP1358.The orthometric height was determined by differential leveling
 PP1358.and adjusted by the National Geodetic Survey in September 1997..
 PP1358
 PP1358.The geoid height was determined by GEOID03.
 PP1358
 PP1358.The dynamic height is computed by dividing the NAVD 88
 PP1358.geopotential number by the normal gravity value computed on the
 PP1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1358.degrees latitude (g = 980.6199 gals.).
 PP1358
 PP1358.The modeled gravity was interpolated from observed gravity values.
 PP1358
 PP1358;                    North         East    Units  Estimated Accuracy
 PP1358;SPC MN S     -   297,930.      848,980.      MT  (+/- 180 meters Scaled)
 PP1358
 PP1358                          SUPERSEDED SURVEY CONTROL
 PP1358
 PP1358  NAVD 88 (06/15/91)  216.250  (m)          709.48   (f) UNKNOWN     2 0
 PP1358  NGVD 29 (??/??/92)  216.192  (m)          709.29   (f) ADJ UNCH    2 0
 PP1358
 PP1358.Superseded values are not recommended for survey control.
 PP1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1358.See file dsdata.txt to determine how the superseded data were derived.
 PP1358
 PP1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK698585(NAD 83)
 PP1358_MARKER: DB = BENCH MARK DISK
 PP1358_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP1358_SP_SET: BOX CULVERT
 PP1358_STAMPING: 7005 L 1971
 PP1358_MARK LOGO: MNDT  
 PP1358_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1358+STABILITY: SURFACE MOTION
 PP1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1358+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 PP1358
 PP1358  HISTORY     - Date     Condition        Report By
 PP1358  HISTORY     - 1971     MONUMENTED       MNDT
 PP1358  HISTORY     - 1972     GOOD             MNDT
 PP1358  HISTORY     - 1980     GOOD             MNDT
 PP1358  HISTORY     - 1980     GOOD             MNDT
 PP1358  HISTORY     - 1990     GOOD             USPSQD
 PP1358  HISTORY     - 19980918 GOOD             MNDT
 PP1358
 PP1358                          STATION DESCRIPTION
 PP1358
 PP1358'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1358'2.1 MI W FROM SAVAGE.
 PP1358'MARK IS LOCATED 2.1 MILES WEST ALONG TH 13 AND TH 101 FROM THE
 PP1358'JUNCTION OF TH 13 AND VINE STREET (MUNICIPAL LIQUOR STORE), 0.2 MILES
 PP1358'WEST OF THE JUNCTION OF TH 13 AND TH 101, 48 FEET NORTH OF THE
 PP1358'CENTERLINE OF WESTBOUND TH 101, IN THE EAST END OF THE NORTH HEADWALL
 PP1358'OF A BOX CULVERT UNDER TH 101 AT EAGLE CREEK.  SE 1/4 SECTION 7, T
 PP1358'115N, R 21W.
 PP1358
 PP1358                          STATION RECOVERY (1980)
 PP1358
 PP1358'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1358'0.2 MILE WEST ALONG TRUNK HIGHWAY 101 FROM THE WEST JUNCTION OF TRUNK
 PP1358'HIGHWAY 13 AND TRUNK HIGHWAY 101, IN THE SE 1/4 OF SECTION 7, T115N,
 PP1358'R21W.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7005 L
 PP1358'1971---, IS SET IN THE TOP OF THE NORTH HEADWALL OF A CONCRETE BOX
 PP1358'CULVERT UNDER TRUNK HIGHWAY 101 AT EAGLE CREEK.
 PP1358
 PP1358                          STATION RECOVERY (1980)
 PP1358
 PP1358'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1358'THE MARK WAS RECOVERED IN GOOD CONDITION 0.2 MILE WEST ALONG TRUNK
 PP1358'HIGHWAY 101 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK
 PP1358'HIGHWAY 101, IN THE SE 1/4 OF SECTION 7, T115N, R21W.  THE MARK, A
 PP1358'STANDARD MNDT BENCH MARK DISK STAMPED---7005 L 1971---, IS SET IN THE
 PP1358'TOP OF THE NORTH HEADWALL OF A CONCRETE BOX CULVERT UNDER TRUNK
 PP1358'HIGHWAY 101 AT EAGLE CREEK.
 PP1358
 PP1358                          STATION RECOVERY (1990)
 PP1358
 PP1358'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAK)
 PP1358'RECOVERED IN GOOD CONDITION.
 PP1358
 PP1358                          STATION RECOVERY (1998)
 PP1358
 PP1358'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 PP1358'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5284 ***********************************************************************
 DF5284  DESIGNATION -  7005 LL
 DF5284  PID         -  DF5284
 DF5284  STATE/COUNTY-  MN/SCOTT
 DF5284  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5284
 DF5284                         *CURRENT SURVEY CONTROL
 DF5284  ___________________________________________________________________
 DF5284* NAD 83(1986)-  44 47 01.     (N)    093 25 55.     (W)     SCALED    
 DF5284* NAVD 88     -       228.187  (meters)     748.64   (feet)  ADJUSTED  
 DF5284  ___________________________________________________________________
 DF5284  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DF5284  DYNAMIC HT  -         228.180 (meters)     748.62  (feet)  COMP
 DF5284  MODELED GRAV-     980,580.0   (mgal)                       NAVD 88
 DF5284
 DF5284  VERT ORDER  -  SECOND    CLASS I
 DF5284
 DF5284.The horizontal coordinates were scaled from a topographic map and have
 DF5284.an estimated accuracy of +/- 6 seconds.
 DF5284
 DF5284.The orthometric height was determined by differential leveling
 DF5284.and adjusted by the National Geodetic Survey in August 2004..
 DF5284
 DF5284.The geoid height was determined by GEOID03.
 DF5284
 DF5284.The dynamic height is computed by dividing the NAVD 88
 DF5284.geopotential number by the normal gravity value computed on the
 DF5284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5284.degrees latitude (g = 980.6199 gals.).
 DF5284
 DF5284.The modeled gravity was interpolated from observed gravity values.
 DF5284
 DF5284;                    North         East    Units  Estimated Accuracy
 DF5284;SPC MN S     -   298,340.      844,950.      MT  (+/- 180 meters Scaled)
 DF5284
 DF5284                          SUPERSEDED SURVEY CONTROL
 DF5284
 DF5284.No superseded survey control is available for this station.
 DF5284
 DF5284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK658590(NAD 83)
 DF5284_MARKER: DD = SURVEY DISK
 DF5284_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF5284_STAMPING: 7005 LL 1998
 DF5284_MARK LOGO: MNDT  
 DF5284_PROJECTION: FLUSH
 DF5284_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5284+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DF5284_ROD/PIPE-DEPTH:  7.0 meters
 DF5284
 DF5284  HISTORY     - Date     Condition        Report By
 DF5284  HISTORY     - 1998     MONUMENTED       MNDT
 DF5284
 DF5284                          STATION DESCRIPTION
 DF5284
 DF5284'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5284'THE MARK IS 4 MI (6.4 KM) EAST OF SHAKOPEE, 7.4 MI (11.9 KM) EAST
 DF5284'ALONG TH 169 FROM JCT OF TH 169 AND TH 41 (ABOUT 1.5 MI (2.4 KM) OF SE
 DF5284'OF CHASKA,) AT TH 169 MP 114.7, 87 FT (26.5 M) SOUTH OF NB TH 169, 11
 DF5284'.6 FT (18.3 CM) NORTH OF CHAIN LINK FENCE, 9.4 FT (2.9 M) NORTH OF WIT
 DF5284'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5285 ***********************************************************************
 DF5285  DESIGNATION -  7005 M
 DF5285  PID         -  DF5285
 DF5285  STATE/COUNTY-  MN/SCOTT
 DF5285  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5285
 DF5285                         *CURRENT SURVEY CONTROL
 DF5285  ___________________________________________________________________
 DF5285* NAD 83(1986)-  44 47 04.     (N)    093 25 09.     (W)     SCALED    
 DF5285* NAVD 88     -       235.226  (meters)     771.74   (feet)  ADJUSTED  
 DF5285  ___________________________________________________________________
 DF5285  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DF5285  DYNAMIC HT  -         235.219 (meters)     771.71  (feet)  COMP
 DF5285  MODELED GRAV-     980,579.9   (mgal)                       NAVD 88
 DF5285
 DF5285  VERT ORDER  -  SECOND    CLASS I
 DF5285
 DF5285.The horizontal coordinates were scaled from a topographic map and have
 DF5285.an estimated accuracy of +/- 6 seconds.
 DF5285
 DF5285.The orthometric height was determined by differential leveling
 DF5285.and adjusted by the National Geodetic Survey in August 2004..
 DF5285
 DF5285.The geoid height was determined by GEOID03.
 DF5285
 DF5285.The dynamic height is computed by dividing the NAVD 88
 DF5285.geopotential number by the normal gravity value computed on the
 DF5285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5285.degrees latitude (g = 980.6199 gals.).
 DF5285
 DF5285.The modeled gravity was interpolated from observed gravity values.
 DF5285
 DF5285;                    North         East    Units  Estimated Accuracy
 DF5285;SPC MN S     -   298,440.      845,970.      MT  (+/- 180 meters Scaled)
 DF5285
 DF5285                          SUPERSEDED SURVEY CONTROL
 DF5285
 DF5285.No superseded survey control is available for this station.
 DF5285
 DF5285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK668590(NAD 83)
 DF5285_MARKER: DD = SURVEY DISK
 DF5285_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DF5285+WITH SETTING: PAVEMENT
 DF5285_SP_SET: BRIDGE DECK
 DF5285_STAMPING: 7005 M 1998
 DF5285_MARK LOGO: MNDT  
 DF5285_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5285+STABILITY: SURFACE MOTION
 DF5285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5285+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5285
 DF5285  HISTORY     - Date     Condition        Report By
 DF5285  HISTORY     - 1993     MONUMENTED       MNDT
 DF5285  HISTORY     - 19980918 GOOD             MNDT
 DF5285
 DF5285                          STATION DESCRIPTION
 DF5285
 DF5285'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5285'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MI (4.8 KM)
 DF5285'SSW OF BLOOMINGTON, IN DECK AT SW COR OF TH 169 NB BRDG NO 70525 OVER
 DF5285'TH 13, 5.8 MI (9.3 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND FAI
 DF5285'494 IN BLOOMINGTON AT TH 169 MP 115.45, 27.8 FT (8.5 M) SSE OF NB TH
 DF5285'169, 64 FT (19.5 M) ENE OF SE END OF RAIL, 3.0 FT (0.9 M) NNW OF NORTH
 DF5285'EDGE OF RAIL.  DISK SET IN BRDG WHEN BUILT IN THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5286 ***********************************************************************
 DF5286  DESIGNATION -  7005 N
 DF5286  PID         -  DF5286
 DF5286  STATE/COUNTY-  MN/SCOTT
 DF5286  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5286
 DF5286                         *CURRENT SURVEY CONTROL
 DF5286  ___________________________________________________________________
 DF5286* NAD 83(1986)-  44 47 04.     (N)    093 25 09.     (W)     SCALED    
 DF5286* NAVD 88     -       235.550  (meters)     772.80   (feet)  ADJUSTED  
 DF5286  ___________________________________________________________________
 DF5286  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DF5286  DYNAMIC HT  -         235.543 (meters)     772.78  (feet)  COMP
 DF5286  MODELED GRAV-     980,579.9   (mgal)                       NAVD 88
 DF5286
 DF5286  VERT ORDER  -  SECOND    CLASS I
 DF5286
 DF5286.The horizontal coordinates were scaled from a topographic map and have
 DF5286.an estimated accuracy of +/- 6 seconds.
 DF5286
 DF5286.The orthometric height was determined by differential leveling
 DF5286.and adjusted by the National Geodetic Survey in August 2004..
 DF5286
 DF5286.The geoid height was determined by GEOID03.
 DF5286
 DF5286.The dynamic height is computed by dividing the NAVD 88
 DF5286.geopotential number by the normal gravity value computed on the
 DF5286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5286.degrees latitude (g = 980.6199 gals.).
 DF5286
 DF5286.The modeled gravity was interpolated from observed gravity values.
 DF5286
 DF5286;                    North         East    Units  Estimated Accuracy
 DF5286;SPC MN S     -   298,440.      845,970.      MT  (+/- 180 meters Scaled)
 DF5286
 DF5286                          SUPERSEDED SURVEY CONTROL
 DF5286
 DF5286.No superseded survey control is available for this station.
 DF5286
 DF5286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK668590(NAD 83)
 DF5286_MARKER: DD = SURVEY DISK
 DF5286_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DF5286+WITH SETTING: PAVEMENT
 DF5286_SP_SET: BRIDGE DECK
 DF5286_STAMPING: 7005 N 1998
 DF5286_MARK LOGO: MNDT  
 DF5286_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5286+STABILITY: SURFACE MOTION
 DF5286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5286+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5286
 DF5286  HISTORY     - Date     Condition        Report By
 DF5286  HISTORY     - 1993     MONUMENTED       MNDT
 DF5286  HISTORY     - 19980918 GOOD             MNDT
 DF5286
 DF5286                          STATION DESCRIPTION
 DF5286
 DF5286'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5286'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MI (4.8 KM)
 DF5286'SSW OF BLOOMINGTON, IN BRDG DECK AT SE COR OF TH 169 SB BRDG NO 70526
 DF5286'OVER TH 13, 5.8 MI (9.3 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND
 DF5286'FAI 494 IN BLOOMINGTON, AT TH 169 MP 115.45, 16 FT (4.9 M) NNW OF SB
 DF5286'TH 169, 76.3 FT (23.3 M) ENE OF SE END OF RAIL, 2.0 FT (0.6 M) NNE OF
 DF5286'NORTH EDGE OF RAIL.  DISK SET IN BRDG WHEN BUILT IN 1993 THEN STAMPED
 DF5286'IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5288 ***********************************************************************
 DF5288  DESIGNATION -  7005 P
 DF5288  PID         -  DF5288
 DF5288  STATE/COUNTY-  MN/SCOTT
 DF5288  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5288
 DF5288                         *CURRENT SURVEY CONTROL
 DF5288  ___________________________________________________________________
 DF5288* NAD 83(1986)-  44 47 22.     (N)    093 24 41.     (W)     SCALED    
 DF5288* NAVD 88     -       238.951  (meters)     783.96   (feet)  ADJUSTED  
 DF5288  ___________________________________________________________________
 DF5288  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DF5288  DYNAMIC HT  -         238.944 (meters)     783.94  (feet)  COMP
 DF5288  MODELED GRAV-     980,580.6   (mgal)                       NAVD 88
 DF5288
 DF5288  VERT ORDER  -  SECOND    CLASS I
 DF5288
 DF5288.The horizontal coordinates were scaled from a topographic map and have
 DF5288.an estimated accuracy of +/- 6 seconds.
 DF5288
 DF5288.The orthometric height was determined by differential leveling
 DF5288.and adjusted by the National Geodetic Survey in August 2004..
 DF5288
 DF5288.The geoid height was determined by GEOID03.
 DF5288
 DF5288.The dynamic height is computed by dividing the NAVD 88
 DF5288.geopotential number by the normal gravity value computed on the
 DF5288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5288.degrees latitude (g = 980.6199 gals.).
 DF5288
 DF5288.The modeled gravity was interpolated from observed gravity values.
 DF5288
 DF5288;                    North         East    Units  Estimated Accuracy
 DF5288;SPC MN S     -   299,000.      846,580.      MT  (+/- 180 meters Scaled)
 DF5288
 DF5288                          SUPERSEDED SURVEY CONTROL
 DF5288
 DF5288.No superseded survey control is available for this station.
 DF5288
 DF5288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK674596(NAD 83)
 DF5288_MARKER: DV = VERTICAL CONTROL DISK
 DF5288_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DF5288+WITH SETTING: PAVEMENT
 DF5288_SP_SET: BRIDGE DECK
 DF5288_STAMPING: 7005 P 1998
 DF5288_MARK LOGO: MNDT  
 DF5288_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5288+STABILITY: SURFACE MOTION
 DF5288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5288+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5288
 DF5288  HISTORY     - Date     Condition        Report By
 DF5288  HISTORY     - 1993     MONUMENTED       MNDT
 DF5288  HISTORY     - 19980918 GOOD             MNDT
 DF5288
 DF5288                          STATION DESCRIPTION
 DF5288
 DF5288'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5288'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.8 MI (4.5 KM)
 DF5288'SSW OF BLOOMINGTON, IN BRDG DECK AT SE COR OF TH 169 NB BRDG NO 70527
 DF5288'OVER CO RD 18, 5.4 MI (8.7 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169
 DF5288'AND FAI 494 IN BLOOMINGTON, AT TH 169 MP 115.95, 21 FT (6.4 M) SSE OF
 DF5288'NB TH 169, 16.0 FT (4.9 M) WSW OF SE END OF RAIL, 2.8 FT (0.9 M) NNW
 DF5288'OF NORTH EDGE OF RAIL.  DISK SET IN BRDG WHEN BUILT IN 1993 THEN
 DF5288'STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5287 ***********************************************************************
 DF5287  DESIGNATION -  7005 Q
 DF5287  PID         -  DF5287
 DF5287  STATE/COUNTY-  MN/SCOTT
 DF5287  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5287
 DF5287                         *CURRENT SURVEY CONTROL
 DF5287  ___________________________________________________________________
 DF5287* NAD 83(1986)-  44 47 25.     (N)    093 24 39.     (W)     SCALED    
 DF5287* NAVD 88     -       238.798  (meters)     783.46   (feet)  ADJUSTED  
 DF5287  ___________________________________________________________________
 DF5287  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DF5287  DYNAMIC HT  -         238.791 (meters)     783.43  (feet)  COMP
 DF5287  MODELED GRAV-     980,580.7   (mgal)                       NAVD 88
 DF5287
 DF5287  VERT ORDER  -  SECOND    CLASS I
 DF5287
 DF5287.The horizontal coordinates were scaled from a topographic map and have
 DF5287.an estimated accuracy of +/- 6 seconds.
 DF5287
 DF5287.The orthometric height was determined by differential leveling
 DF5287.and adjusted by the National Geodetic Survey in August 2004..
 DF5287
 DF5287.The geoid height was determined by GEOID03.
 DF5287
 DF5287.The dynamic height is computed by dividing the NAVD 88
 DF5287.geopotential number by the normal gravity value computed on the
 DF5287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5287.degrees latitude (g = 980.6199 gals.).
 DF5287
 DF5287.The modeled gravity was interpolated from observed gravity values.
 DF5287
 DF5287;                    North         East    Units  Estimated Accuracy
 DF5287;SPC MN S     -   299,090.      846,620.      MT  (+/- 180 meters Scaled)
 DF5287
 DF5287                          SUPERSEDED SURVEY CONTROL
 DF5287
 DF5287.No superseded survey control is available for this station.
 DF5287
 DF5287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK675597(NAD 83)
 DF5287_MARKER: DV = VERTICAL CONTROL DISK
 DF5287_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DF5287+WITH SETTING: PAVEMENT
 DF5287_SP_SET: BRIDGE DECK
 DF5287_STAMPING: 7005 Q 1998
 DF5287_MARK LOGO: MNDT  
 DF5287_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5287+STABILITY: SURFACE MOTION
 DF5287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5287+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5287
 DF5287  HISTORY     - Date     Condition        Report By
 DF5287  HISTORY     - 1993     MONUMENTED       MNDT
 DF5287  HISTORY     - 19980918 GOOD             MNDT
 DF5287
 DF5287                          STATION DESCRIPTION
 DF5287
 DF5287'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5287'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.8 MI (4.5 KM)
 DF5287'SSW OF BLOOMINGTON, IN BRDG DECK AT SE COR OF TH 169 SB BRDG NO 70528
 DF5287'OVER CO RD 18, 5.4 MI (8.7 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169
 DF5287'AND FAI 494 IN BLOOMINGTON, AT TH 169 MP 115.95, 16.2 FT (4.9 M) SSE
 DF5287'OF SB TH 169, 2.5 FT (0.8 M) NNW OF NORTH EDGE OF RAIL, 16.2 FT (4.9
 DF5287'M) WSW OF SOUTH EDGE OF RAIL.  DISK SET IN BRDG WHEN BUILT IN 1993
 DF5287'THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5290 ***********************************************************************
 DF5290  DESIGNATION -  7005 R
 DF5290  PID         -  DF5290
 DF5290  STATE/COUNTY-  MN/SCOTT
 DF5290  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5290
 DF5290                         *CURRENT SURVEY CONTROL
 DF5290  ___________________________________________________________________
 DF5290* NAD 83(1986)-  44 47 27.     (N)    093 24 31.     (W)     SCALED    
 DF5290* NAVD 88     -       235.106  (meters)     771.34   (feet)  ADJUSTED  
 DF5290  ___________________________________________________________________
 DF5290  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DF5290  DYNAMIC HT  -         235.099 (meters)     771.32  (feet)  COMP
 DF5290  MODELED GRAV-     980,580.8   (mgal)                       NAVD 88
 DF5290
 DF5290  VERT ORDER  -  SECOND    CLASS I
 DF5290
 DF5290.The horizontal coordinates were scaled from a topographic map and have
 DF5290.an estimated accuracy of +/- 6 seconds.
 DF5290
 DF5290.The orthometric height was determined by differential leveling
 DF5290.and adjusted by the National Geodetic Survey in August 2004..
 DF5290
 DF5290.The geoid height was determined by GEOID03.
 DF5290
 DF5290.The dynamic height is computed by dividing the NAVD 88
 DF5290.geopotential number by the normal gravity value computed on the
 DF5290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5290.degrees latitude (g = 980.6199 gals.).
 DF5290
 DF5290.The modeled gravity was interpolated from observed gravity values.
 DF5290
 DF5290;                    North         East    Units  Estimated Accuracy
 DF5290;SPC MN S     -   299,150.      846,800.      MT  (+/- 180 meters Scaled)
 DF5290
 DF5290                          SUPERSEDED SURVEY CONTROL
 DF5290
 DF5290.No superseded survey control is available for this station.
 DF5290
 DF5290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK676597(NAD 83)
 DF5290_MARKER: DV = VERTICAL CONTROL DISK
 DF5290_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5290_SP_SET: BRIDGE RAIL
 DF5290_STAMPING: 7005 R 1998
 DF5290_MARK LOGO: MNDT  
 DF5290_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5290+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5290
 DF5290  HISTORY     - Date     Condition        Report By
 DF5290  HISTORY     - 1993     MONUMENTED       MNDT
 DF5290  HISTORY     - 19980918 GOOD             MNDT
 DF5290
 DF5290                          STATION DESCRIPTION
 DF5290
 DF5290'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5290'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.7 MI (4.3 KM)
 DF5290'SW OF BLOOMINGTON, IN BRDG RAIL AT NE COR OF TH 169 NB BRDG NO 70521
 DF5290'OVER APPROACH TO TH 101, 5.15 MI (8.29 KM) SOUTH ALONG TH 169 FROM JCT
 DF5290'OF TH 169 AND FAI 494 IN BLOOMINGTON, AT TH 169 MP 116.2, 29.5 FT (9.0
 DF5290'M) SSE OF NB TH 169, 3.1 FT (0.9 M) SSW OF NE COR OF BRDG, NO WIT POST
 DF5290'SET.  DISK SET IN BRDG WHEN BUILT IN 1993 THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5291 ***********************************************************************
 DF5291  DESIGNATION -  7005 S
 DF5291  PID         -  DF5291
 DF5291  STATE/COUNTY-  MN/SCOTT
 DF5291  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5291
 DF5291                         *CURRENT SURVEY CONTROL
 DF5291  ___________________________________________________________________
 DF5291* NAD 83(1986)-  44 47 26.     (N)    093 24 32.     (W)     SCALED    
 DF5291* NAVD 88     -       232.188  (meters)     761.77   (feet)  ADJUSTED  
 DF5291  ___________________________________________________________________
 DF5291  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DF5291  DYNAMIC HT  -         232.181 (meters)     761.75  (feet)  COMP
 DF5291  MODELED GRAV-     980,580.7   (mgal)                       NAVD 88
 DF5291
 DF5291  VERT ORDER  -  SECOND    CLASS I
 DF5291
 DF5291.The horizontal coordinates were scaled from a topographic map and have
 DF5291.an estimated accuracy of +/- 6 seconds.
 DF5291
 DF5291.The orthometric height was determined by differential leveling
 DF5291.and adjusted by the National Geodetic Survey in August 2004..
 DF5291
 DF5291.The geoid height was determined by GEOID03.
 DF5291
 DF5291.The dynamic height is computed by dividing the NAVD 88
 DF5291.geopotential number by the normal gravity value computed on the
 DF5291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5291.degrees latitude (g = 980.6199 gals.).
 DF5291
 DF5291.The modeled gravity was interpolated from observed gravity values.
 DF5291
 DF5291;                    North         East    Units  Estimated Accuracy
 DF5291;SPC MN S     -   299,120.      846,770.      MT  (+/- 180 meters Scaled)
 DF5291
 DF5291                          SUPERSEDED SURVEY CONTROL
 DF5291
 DF5291.No superseded survey control is available for this station.
 DF5291
 DF5291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK676597(NAD 83)
 DF5291_MARKER: DV = VERTICAL CONTROL DISK
 DF5291_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5291_SP_SET: BRIDGE RAIL
 DF5291_STAMPING: 7005 S 1998
 DF5291_MARK LOGO: MNDT  
 DF5291_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5291+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5291
 DF5291  HISTORY     - Date     Condition        Report By
 DF5291  HISTORY     - 1993     MONUMENTED       MNDT
 DF5291  HISTORY     - 19980918 GOOD             MNDT
 DF5291
 DF5291                          STATION DESCRIPTION
 DF5291
 DF5291'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5291'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.7 MI (4.3 KM)
 DF5291'SW OF BLOOMINGTON, IN BRDG RAIL AT SW COR OF TH 169 NB BRDG NO 70520
 DF5291'OVER TH 101, 5.1 MI (8.2 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND
 DF5291'FAI 494 IN BLOOMINGTON, AT TH 169 MP 116.25, 24.5 FT (7.5 M) NW OF SB
 DF5291'TH 169, 5.5 FT (1.7 M) ENE OF SW COR OF BRDG.  DISK SET IN BRDG WHEN
 DF5291'BUILT IN 1993 THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5292 ***********************************************************************
 DF5292  DESIGNATION -  7005 T
 DF5292  PID         -  DF5292
 DF5292  STATE/COUNTY-  MN/SCOTT
 DF5292  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5292
 DF5292                         *CURRENT SURVEY CONTROL
 DF5292  ___________________________________________________________________
 DF5292* NAD 83(1986)-  44 47 28.     (N)    093 24 24.     (W)     SCALED    
 DF5292* NAVD 88     -       231.356  (meters)     759.04   (feet)  ADJUSTED  
 DF5292  ___________________________________________________________________
 DF5292  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DF5292  DYNAMIC HT  -         231.349 (meters)     759.02  (feet)  COMP
 DF5292  MODELED GRAV-     980,580.8   (mgal)                       NAVD 88
 DF5292
 DF5292  VERT ORDER  -  SECOND    CLASS I
 DF5292
 DF5292.The horizontal coordinates were scaled from a topographic map and have
 DF5292.an estimated accuracy of +/- 6 seconds.
 DF5292
 DF5292.The orthometric height was determined by differential leveling
 DF5292.and adjusted by the National Geodetic Survey in August 2004..
 DF5292
 DF5292.The geoid height was determined by GEOID03.
 DF5292
 DF5292.The dynamic height is computed by dividing the NAVD 88
 DF5292.geopotential number by the normal gravity value computed on the
 DF5292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5292.degrees latitude (g = 980.6199 gals.).
 DF5292
 DF5292.The modeled gravity was interpolated from observed gravity values.
 DF5292
 DF5292;                    North         East    Units  Estimated Accuracy
 DF5292;SPC MN S     -   299,190.      846,950.      MT  (+/- 180 meters Scaled)
 DF5292
 DF5292                          SUPERSEDED SURVEY CONTROL
 DF5292
 DF5292.No superseded survey control is available for this station.
 DF5292
 DF5292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK678598(NAD 83)
 DF5292_MARKER: DV = VERTICAL CONTROL DISK
 DF5292_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5292_SP_SET: BRIDGE RAIL
 DF5292_STAMPING: 7005 T 1998
 DF5292_MARK LOGO: MNDT  
 DF5292_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5292+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5292
 DF5292  HISTORY     - Date     Condition        Report By
 DF5292  HISTORY     - 1993     MONUMENTED       MNDT
 DF5292  HISTORY     - 19980918 GOOD             MNDT
 DF5292
 DF5292                          STATION DESCRIPTION
 DF5292
 DF5292'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5292'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.7 MI (4.3 KM)
 DF5292'SW OF BLOOMINGTON, IN BRDG RAIL AT NE COR OF TH 169 NB OF SCOTT CO
 DF5292'BRDG NO 70519 OVER TH 101, 5.05 MILE (8.13 KM) SOUTH ALONG TH 169 FROM
 DF5292'JCT OF TH 169 AND FAI 494 IN BLOOMINGTON, AT TH 169 MP 116.3, 8.0 FT
 DF5292'(2.4 M) SOUTH OF NE COR OF BRDG RAIL.  DISK SET IN BRDG WHEN BUILT IN
 DF5292'1993 THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5298 ***********************************************************************
 DF5298  DESIGNATION -  7005 U
 DF5298  PID         -  DF5298
 DF5298  STATE/COUNTY-  MN/SCOTT
 DF5298  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5298
 DF5298                         *CURRENT SURVEY CONTROL
 DF5298  ___________________________________________________________________
 DF5298* NAD 83(1986)-  44 47 29.     (N)    093 24 22.     (W)     SCALED    
 DF5298* NAVD 88     -       228.215  (meters)     748.74   (feet)  ADJUSTED  
 DF5298  ___________________________________________________________________
 DF5298  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DF5298  DYNAMIC HT  -         228.208 (meters)     748.71  (feet)  COMP
 DF5298  MODELED GRAV-     980,580.9   (mgal)                       NAVD 88
 DF5298
 DF5298  VERT ORDER  -  SECOND    CLASS I
 DF5298
 DF5298.The horizontal coordinates were scaled from a topographic map and have
 DF5298.an estimated accuracy of +/- 6 seconds.
 DF5298
 DF5298.The orthometric height was determined by differential leveling
 DF5298.and adjusted by the National Geodetic Survey in August 2004..
 DF5298
 DF5298.The geoid height was determined by GEOID03.
 DF5298
 DF5298.The dynamic height is computed by dividing the NAVD 88
 DF5298.geopotential number by the normal gravity value computed on the
 DF5298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5298.degrees latitude (g = 980.6199 gals.).
 DF5298
 DF5298.The modeled gravity was interpolated from observed gravity values.
 DF5298
 DF5298;                    North         East    Units  Estimated Accuracy
 DF5298;SPC MN S     -   299,220.      846,990.      MT  (+/- 180 meters Scaled)
 DF5298
 DF5298                          SUPERSEDED SURVEY CONTROL
 DF5298
 DF5298.No superseded survey control is available for this station.
 DF5298
 DF5298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK678598(NAD 83)
 DF5298_MARKER: DV = VERTICAL CONTROL DISK
 DF5298_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5298_SP_SET: BRIDGE RAIL
 DF5298_STAMPING: 7005 U 1998
 DF5298_MARK LOGO: MNDT  
 DF5298_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5298+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5298
 DF5298  HISTORY     - Date     Condition        Report By
 DF5298  HISTORY     - 1993     MONUMENTED       MNDT
 DF5298  HISTORY     - 19980918 GOOD             MNDT
 DF5298
 DF5298                          STATION DESCRIPTION
 DF5298
 DF5298'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5298'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MI (4.8 KM)
 DF5298'SSW OF BLOOMINGTON, IN RAIL AT SE COR OF TH 169 BRDG NO 70518, 1.1 MI
 DF5298'(1.8 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND HENNEPIN AND SCOTT
 DF5298'CO LINE, TO TH 101 RAMP, THENCE 0.15 MI (0.24 KM) SOUTH ON TH 101
 DF5298'ACCESS RAMP, AT TH 169 MP 116.5, 3.0 FT (0.9 M) NORTH OF SE COR OF
 DF5298'BRDG RAIL.  DISK SET IN BRDG WHEN BUILT IN 1993 THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5299 ***********************************************************************
 DF5299  DESIGNATION -  7005 V
 DF5299  PID         -  DF5299
 DF5299  STATE/COUNTY-  MN/SCOTT
 DF5299  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5299
 DF5299                         *CURRENT SURVEY CONTROL
 DF5299  ___________________________________________________________________
 DF5299* NAD 83(1986)-  44 47 23.     (N)    093 24 22.     (W)     SCALED    
 DF5299* NAVD 88     -       229.104  (meters)     751.65   (feet)  ADJUSTED  
 DF5299  ___________________________________________________________________
 DF5299  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DF5299  DYNAMIC HT  -         229.097 (meters)     751.63  (feet)  COMP
 DF5299  MODELED GRAV-     980,580.6   (mgal)                       NAVD 88
 DF5299
 DF5299  VERT ORDER  -  SECOND    CLASS I
 DF5299
 DF5299.The horizontal coordinates were scaled from a topographic map and have
 DF5299.an estimated accuracy of +/- 6 seconds.
 DF5299
 DF5299.The orthometric height was determined by differential leveling
 DF5299.and adjusted by the National Geodetic Survey in August 2004..
 DF5299
 DF5299.The geoid height was determined by GEOID03.
 DF5299
 DF5299.The dynamic height is computed by dividing the NAVD 88
 DF5299.geopotential number by the normal gravity value computed on the
 DF5299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5299.degrees latitude (g = 980.6199 gals.).
 DF5299
 DF5299.The modeled gravity was interpolated from observed gravity values.
 DF5299
 DF5299;                    North         East    Units  Estimated Accuracy
 DF5299;SPC MN S     -   299,030.      846,990.      MT  (+/- 180 meters Scaled)
 DF5299
 DF5299                          SUPERSEDED SURVEY CONTROL
 DF5299
 DF5299.No superseded survey control is available for this station.
 DF5299
 DF5299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK678596(NAD 83)
 DF5299_MARKER: DV = VERTICAL CONTROL DISK
 DF5299_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5299_SP_SET: BRIDGE RAIL
 DF5299_STAMPING: 7005 V 1998
 DF5299_MARK LOGO: MNDT  
 DF5299_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5299+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5299
 DF5299  HISTORY     - Date     Condition        Report By
 DF5299  HISTORY     - 1993     MONUMENTED       MNDT
 DF5299  HISTORY     - 19980918 GOOD             MNDT
 DF5299
 DF5299                          STATION DESCRIPTION
 DF5299
 DF5299'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5299'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MI (4.8 KM)
 DF5299'SSW OF BLOOMINGTON, IN RAIL AT NW COR OF TH 169 BRDG NO 70518, 1.1 MI
 DF5299'(1.8 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND HENNEPIN AND SCOTT
 DF5299'CO LINE, TO TH 101 RAMP, THENCE 0.10 MI (0.16 KM) SOUTH ON TH 101
 DF5299'ACCESS RAMP, AT TH 169 MP 116.5, 3.0 FT (0.9 M) SOUTH OF NW COR OF
 DF5299'BRDG RAIL.  DISK SET IN BRDG WHEN BUILT IN 1993 THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5294 ***********************************************************************
 DF5294  DESIGNATION -  7005 W
 DF5294  PID         -  DF5294
 DF5294  STATE/COUNTY-  MN/SCOTT
 DF5294  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5294
 DF5294                         *CURRENT SURVEY CONTROL
 DF5294  ___________________________________________________________________
 DF5294* NAD 83(1986)-  44 47 30.     (N)    093 24 31.     (W)     SCALED    
 DF5294* NAVD 88     -       227.044  (meters)     744.89   (feet)  ADJUSTED  
 DF5294  ___________________________________________________________________
 DF5294  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DF5294  DYNAMIC HT  -         227.037 (meters)     744.87  (feet)  COMP
 DF5294  MODELED GRAV-     980,580.9   (mgal)                       NAVD 88
 DF5294
 DF5294  VERT ORDER  -  SECOND    CLASS I
 DF5294
 DF5294.The horizontal coordinates were scaled from a topographic map and have
 DF5294.an estimated accuracy of +/- 6 seconds.
 DF5294
 DF5294.The orthometric height was determined by differential leveling
 DF5294.and adjusted by the National Geodetic Survey in August 2004..
 DF5294
 DF5294.The geoid height was determined by GEOID03.
 DF5294
 DF5294.The dynamic height is computed by dividing the NAVD 88
 DF5294.geopotential number by the normal gravity value computed on the
 DF5294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5294.degrees latitude (g = 980.6199 gals.).
 DF5294
 DF5294.The modeled gravity was interpolated from observed gravity values.
 DF5294
 DF5294;                    North         East    Units  Estimated Accuracy
 DF5294;SPC MN S     -   299,250.      846,790.      MT  (+/- 180 meters Scaled)
 DF5294
 DF5294                          SUPERSEDED SURVEY CONTROL
 DF5294
 DF5294.No superseded survey control is available for this station.
 DF5294
 DF5294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK676598(NAD 83)
 DF5294_MARKER: DV = VERTICAL CONTROL DISK
 DF5294_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5294_SP_SET: BRIDGE RAIL
 DF5294_STAMPING: 7005 W 1998
 DF5294_MARK LOGO: MNDT  
 DF5294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5294+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5294
 DF5294  HISTORY     - Date     Condition        Report By
 DF5294  HISTORY     - 1993     MONUMENTED       MNDT
 DF5294  HISTORY     - 19980918 GOOD             MNDT
 DF5294
 DF5294                          STATION DESCRIPTION
 DF5294
 DF5294'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5294'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MI (4.8 KM)
 DF5294'SSW OF BLOOMINGTON, IN RAIL AT SE COR OF TH 169 BRDG NO 27624 EB TH
 DF5294'101 RAMP TO NB TH 169, 1.1 MILES (1.8 KM) SOUTH ALONG TH 169 FROM JCT
 DF5294'OF TH 169 AND HENNEPIN AND SCOTT COUNTY LINE, AT TH 169 MP 116.6, 4.0
 DF5294'FT (1.2 M) NORTH OF SE END OF BRDG RAIL.  DISK SET IN BRDG WHEN BUILT
 DF5294'IN 1993 THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5293 ***********************************************************************
 DF5293  DESIGNATION -  7005 X
 DF5293  PID         -  DF5293
 DF5293  STATE/COUNTY-  MN/SCOTT
 DF5293  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5293
 DF5293                         *CURRENT SURVEY CONTROL
 DF5293  ___________________________________________________________________
 DF5293* NAD 83(1986)-  44 47 28.     (N)    093 24 27.     (W)     SCALED    
 DF5293* NAVD 88     -       228.700  (meters)     750.33   (feet)  ADJUSTED  
 DF5293  ___________________________________________________________________
 DF5293  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DF5293  DYNAMIC HT  -         228.693 (meters)     750.30  (feet)  COMP
 DF5293  MODELED GRAV-     980,580.8   (mgal)                       NAVD 88
 DF5293
 DF5293  VERT ORDER  -  SECOND    CLASS I
 DF5293
 DF5293.The horizontal coordinates were scaled from a topographic map and have
 DF5293.an estimated accuracy of +/- 6 seconds.
 DF5293
 DF5293.The orthometric height was determined by differential leveling
 DF5293.and adjusted by the National Geodetic Survey in August 2004..
 DF5293
 DF5293.The geoid height was determined by GEOID03.
 DF5293
 DF5293.The dynamic height is computed by dividing the NAVD 88
 DF5293.geopotential number by the normal gravity value computed on the
 DF5293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5293.degrees latitude (g = 980.6199 gals.).
 DF5293
 DF5293.The modeled gravity was interpolated from observed gravity values.
 DF5293
 DF5293;                    North         East    Units  Estimated Accuracy
 DF5293;SPC MN S     -   299,180.      846,880.      MT  (+/- 180 meters Scaled)
 DF5293
 DF5293                          SUPERSEDED SURVEY CONTROL
 DF5293
 DF5293.No superseded survey control is available for this station.
 DF5293
 DF5293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK677598(NAD 83)
 DF5293_MARKER: DV = VERTICAL CONTROL DISK
 DF5293_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5293_SP_SET: BRIDGE RAIL
 DF5293_STAMPING: 7005 X 1998
 DF5293_MARK LOGO: MNDT  
 DF5293_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5293+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5293
 DF5293  HISTORY     - Date     Condition        Report By
 DF5293  HISTORY     - 1993     MONUMENTED       MNDT
 DF5293  HISTORY     - 19980918 GOOD             MNDT
 DF5293
 DF5293                          STATION DESCRIPTION
 DF5293
 DF5293'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5293'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MI (4.8 KM)
 DF5293'SSW OF BLOOMINGTON, IN RAIL AT SE COR OF NB TH 169 BRDG NO 27624, 1.1
 DF5293'MI (1.8 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND HENNEPIN AND
 DF5293'SCOTT COUNTY LINE, AT TH 169 MP 116.6, 4.0 FT (1.2 M) NORTH OF SE COR
 DF5293'OF BRDG RAIL.  DISK SET IN BRDG WHEN BUILT IN 1993 THEN STAMPED IN
 DF5293'1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5295 ***********************************************************************
 DF5295  DESIGNATION -  7005 Y
 DF5295  PID         -  DF5295
 DF5295  STATE/COUNTY-  MN/SCOTT
 DF5295  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5295
 DF5295                         *CURRENT SURVEY CONTROL
 DF5295  ___________________________________________________________________
 DF5295* NAD 83(1986)-  44 47 25.     (N)    093 24 25.     (W)     SCALED    
 DF5295* NAVD 88     -       228.105  (meters)     748.37   (feet)  ADJUSTED  
 DF5295  ___________________________________________________________________
 DF5295  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DF5295  DYNAMIC HT  -         228.098 (meters)     748.35  (feet)  COMP
 DF5295  MODELED GRAV-     980,580.7   (mgal)                       NAVD 88
 DF5295
 DF5295  VERT ORDER  -  SECOND    CLASS I
 DF5295
 DF5295.The horizontal coordinates were scaled from a topographic map and have
 DF5295.an estimated accuracy of +/- 6 seconds.
 DF5295
 DF5295.The orthometric height was determined by differential leveling
 DF5295.and adjusted by the National Geodetic Survey in August 2004..
 DF5295
 DF5295.The geoid height was determined by GEOID03.
 DF5295
 DF5295.The dynamic height is computed by dividing the NAVD 88
 DF5295.geopotential number by the normal gravity value computed on the
 DF5295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5295.degrees latitude (g = 980.6199 gals.).
 DF5295
 DF5295.The modeled gravity was interpolated from observed gravity values.
 DF5295
 DF5295;                    North         East    Units  Estimated Accuracy
 DF5295;SPC MN S     -   299,090.      846,930.      MT  (+/- 180 meters Scaled)
 DF5295
 DF5295                          SUPERSEDED SURVEY CONTROL
 DF5295
 DF5295.No superseded survey control is available for this station.
 DF5295
 DF5295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK678597(NAD 83)
 DF5295_MARKER: DV = VERTICAL CONTROL DISK
 DF5295_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5295_SP_SET: BRIDGE RAIL
 DF5295_STAMPING: 7005 Y 1998
 DF5295_MARK LOGO: MNDT  
 DF5295_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5295+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5295
 DF5295  HISTORY     - Date     Condition        Report By
 DF5295  HISTORY     - 1993     MONUMENTED       MNDT
 DF5295  HISTORY     - 19980918 GOOD             MNDT
 DF5295
 DF5295                          STATION DESCRIPTION
 DF5295
 DF5295'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5295'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MI (4.8 KM)
 DF5295'SSW OF BLOOMINGTON, IN RAIL AT SW COR OF SB TH 169 BRDG NO 27624 OVER
 DF5295'A DIRT ROAD, 1.1 MI (1.8 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND
 DF5295'HENNEPIN AND SCOTT COUNTY LINE, AT TH 169 MP 116.6, 4.0 FT (1.2 M)
 DF5295'NORTH OF SW CORNER OF BRDG RAIL.  DISK SET IN BRDG WHEN BUILT IN 1993
 DF5295'THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5296 ***********************************************************************
 DF5296  DESIGNATION -  7005 Z
 DF5296  PID         -  DF5296
 DF5296  STATE/COUNTY-  MN/SCOTT
 DF5296  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5296
 DF5296                         *CURRENT SURVEY CONTROL
 DF5296  ___________________________________________________________________
 DF5296* NAD 83(1986)-  44 47 25.     (N)    093 24 25.     (W)     SCALED    
 DF5296* NAVD 88     -       227.750  (meters)     747.21   (feet)  ADJUSTED  
 DF5296  ___________________________________________________________________
 DF5296  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DF5296  DYNAMIC HT  -         227.743 (meters)     747.19  (feet)  COMP
 DF5296  MODELED GRAV-     980,580.7   (mgal)                       NAVD 88
 DF5296
 DF5296  VERT ORDER  -  SECOND    CLASS I
 DF5296
 DF5296.The horizontal coordinates were scaled from a topographic map and have
 DF5296.an estimated accuracy of +/- 6 seconds.
 DF5296
 DF5296.The orthometric height was determined by differential leveling
 DF5296.and adjusted by the National Geodetic Survey in August 2004..
 DF5296
 DF5296.The geoid height was determined by GEOID03.
 DF5296
 DF5296.The dynamic height is computed by dividing the NAVD 88
 DF5296.geopotential number by the normal gravity value computed on the
 DF5296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5296.degrees latitude (g = 980.6199 gals.).
 DF5296
 DF5296.The modeled gravity was interpolated from observed gravity values.
 DF5296
 DF5296;                    North         East    Units  Estimated Accuracy
 DF5296;SPC MN S     -   299,090.      846,930.      MT  (+/- 180 meters Scaled)
 DF5296
 DF5296                          SUPERSEDED SURVEY CONTROL
 DF5296
 DF5296.No superseded survey control is available for this station.
 DF5296
 DF5296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK678597(NAD 83)
 DF5296_MARKER: DV = VERTICAL CONTROL DISK
 DF5296_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5296_SP_SET: BRIDGE RAIL
 DF5296_STAMPING: 7005 Z 1998
 DF5296_MARK LOGO: MNDT  
 DF5296_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5296+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1998
 DF5296
 DF5296  HISTORY     - Date     Condition        Report By
 DF5296  HISTORY     - 1993     MONUMENTED       MNDT
 DF5296  HISTORY     - 19980918 GOOD             MNDT
 DF5296
 DF5296                          STATION DESCRIPTION
 DF5296
 DF5296'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5296'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MI (4.8 KM)
 DF5296'SSW OF BLOOMINGTON, IN RAIL AT SW COR OF TH 13 ACCESS BRDG NO 27624
 DF5296'OVER A DIRT ROAD, 1.1 MI (1.8 KM) SOUTH ALONG TH 169 FROM JCT OF TH
 DF5296'169 AND HENNEPIN AND SCOTT COUNTY LINE, AT TH 169 MP 116.6, 4.0 FT
 DF5296'(1.2 M) NORTH OF SOUTH END RAIL OF EB RAMP 113.  DISK SET IN BRDG WHEN
 DF5296'BUILT IN 1993 THEN STAMPED IN 1998.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1781 ***********************************************************************
 PP1781  DESIGNATION -  7007 D
 PP1781  PID         -  PP1781
 PP1781  STATE/COUNTY-  MN/SCOTT
 PP1781  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 PP1781
 PP1781                         *CURRENT SURVEY CONTROL
 PP1781  ___________________________________________________________________
 PP1781* NAD 83(1986)-  44 33 00.     (N)    093 50 55.     (W)     SCALED    
 PP1781* NAVD 88     -       300.360  (meters)     985.43   (feet)  ADJUSTED  
 PP1781  ___________________________________________________________________
 PP1781  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 PP1781  DYNAMIC HT  -         300.326 (meters)     985.32  (feet)  COMP
 PP1781  MODELED GRAV-     980,498.6   (mgal)                       NAVD 88
 PP1781
 PP1781  VERT ORDER  -  SECOND    CLASS 0
 PP1781
 PP1781.The horizontal coordinates were scaled from a topographic map and have
 PP1781.an estimated accuracy of +/- 6 seconds.
 PP1781
 PP1781.The orthometric height was determined by differential leveling
 PP1781.and adjusted by the National Geodetic Survey in June 1991..
 PP1781
 PP1781.The geoid height was determined by GEOID03.
 PP1781
 PP1781.The dynamic height is computed by dividing the NAVD 88
 PP1781.geopotential number by the normal gravity value computed on the
 PP1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1781.degrees latitude (g = 980.6199 gals.).
 PP1781
 PP1781.The modeled gravity was interpolated from observed gravity values.
 PP1781
 PP1781;                    North         East    Units  Estimated Accuracy
 PP1781;SPC MN S     -   272,230.      812,030.      MT  (+/- 180 meters Scaled)
 PP1781
 PP1781                          SUPERSEDED SURVEY CONTROL
 PP1781
 PP1781  NGVD 29 (??/??/92)  300.320  (m)          985.30   (f) ADJ UNCH    2 0
 PP1781
 PP1781.Superseded values are not recommended for survey control.
 PP1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1781.See file dsdata.txt to determine how the superseded data were derived.
 PP1781
 PP1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK325333(NAD 83)
 PP1781_MARKER: DD = SURVEY DISK
 PP1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1781_STAMPING: 7007 D 1972
 PP1781_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1781+STABILITY: SURFACE MOTION
 PP1781
 PP1781  HISTORY     - Date     Condition        Report By
 PP1781  HISTORY     - 1972     MONUMENTED       MNDT
 PP1781  HISTORY     - 1973     GOOD             MNDT
 PP1781  HISTORY     - 1981     GOOD             MNDT
 PP1781
 PP1781                          STATION DESCRIPTION
 PP1781
 PP1781'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1781'4.1 MI NE FROM HENDERSON.
 PP1781'THE MARK IS 4.1 MILES EAST NORTHEAST MEASURED ALONG T.H. 19 FROM THE
 PP1781'U.S. POST OFFICE AT HENDERSON, MINNESOTA, THEN 0.4 MILE NORTH ALONG
 PP1781'T.H. 169.  IT IS 70 FEET EAST OF NORTHBOUND T.H. 169 STATION 433+18,
 PP1781'45 FEET SOUTH OF 24 INCH OAK TREE, 34 FEET NORTH OF A 30 INCH OAK
 PP1781'TREE, 6 FEET WEST OF A FENCE.  IT IS A STANDARD DISK IN A 6 FOOT
 PP1781'PRECAST REINFORCED CONCRETE POST, 1.0 FOOT WEST OF A STEEL WITNESS
 PP1781'POST, AT T.H. 169 MILE MARK 84.7, SET 4 INCHES BELOW GROUND.  SW 1/4
 PP1781'SECTION 33, T 113N, R 25W.
 PP1781
 PP1781                          STATION RECOVERY (1981)
 PP1781
 PP1781'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (TRM)
 PP1781'THE MARK WAS RECOVERED IN GOOD CONDITION, 3.7 MILES EAST-NORTHEAST
 PP1781'ALONG TRUNK HIGHWAY 19 FROM THE POST OFFICE IN HENDERSON, THEN 0.4
 PP1781'MILES NORTH ALONG TRUNK HIGHWAY 169 IN THE SW 1/4 OF SECTION 33,
 PP1781'T113N, R25W.  THE MARK IS 70 FEET EAST OF THE CENTERLINE OF THE
 PP1781'NORTHBOUND LANE OF TRUNK HGIHWAY 169 AT STATION 433+18, 45 FEET SOUTH
 PP1781'OF A 24 INCH DIAMETER OAK TREE, 34 FEET NORTH OF A 30 INCH DIAMETER
 PP1781'OAK TREE, 6 FEET WEST OF THE EDGE OF A PLOWED FIELD, AND 1.0 FOOT WEST
 PP1781'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP1781'STAMPED---7007 D 1972---, IS SET IN THE TOP OF A 6 FOOT LONG MAGNETIC
 PP1781'PRECAST CONCRETE MONUMENT THAT IS BURIED 6 INCHES BELOW THE SURFACE OF
 PP1781'THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY AT MILEPOINT 84.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1782 ***********************************************************************
 PP1782  DESIGNATION -  7007 E
 PP1782  PID         -  PP1782
 PP1782  STATE/COUNTY-  MN/SCOTT
 PP1782  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 PP1782
 PP1782                         *CURRENT SURVEY CONTROL
 PP1782  ___________________________________________________________________
 PP1782* NAD 83(1996)-  44 33 18.22908(N)    093 51 01.91189(W)     ADJUSTED  
 PP1782* NAVD 88     -       296.408  (meters)     972.47   (feet)  ADJUSTED  
 PP1782  ___________________________________________________________________
 PP1782  X           -    -305,725.300 (meters)                     COMP
 PP1782  Y           -  -4,542,331.944 (meters)                     COMP
 PP1782  Z           -   4,452,438.870 (meters)                     COMP
 PP1782  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 PP1782  ELLIP HEIGHT-         268.67  (meters)          (09/06/02) GPS OBS
 PP1782  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 PP1782  DYNAMIC HT  -         296.375 (meters)     972.36  (feet)  COMP
 PP1782  MODELED GRAV-     980,500.4   (mgal)                       NAVD 88
 PP1782
 PP1782  HORZ ORDER  -  FIRST
 PP1782  VERT ORDER  -  SECOND    CLASS 0
 PP1782  ELLP ORDER  -  FOURTH    CLASS I
 PP1782
 PP1782.The horizontal coordinates were established by GPS observations
 PP1782.and adjusted by the MN DEPT OF TRANSP in September 2002..
 PP1782
 PP1782.The orthometric height was determined by differential leveling
 PP1782.and adjusted by the National Geodetic Survey in June 1991..
 PP1782
 PP1782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1782
 PP1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1782
 PP1782.The ellipsoidal height was determined by GPS observations
 PP1782.and is referenced to NAD 83.
 PP1782
 PP1782.The geoid height was determined by GEOID03.
 PP1782
 PP1782.The dynamic height is computed by dividing the NAVD 88
 PP1782.geopotential number by the normal gravity value computed on the
 PP1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1782.degrees latitude (g = 980.6199 gals.).
 PP1782
 PP1782.The modeled gravity was interpolated from observed gravity values.
 PP1782
 PP1782;                    North         East     Units Scale Factor Converg.
 PP1782;SPC MN S     -   272,796.154   811,875.077   MT  0.99992248   +0 06 17.2
 PP1782;UTM  15      - 4,933,877.327   432,448.320   MT  0.99965612   -0 35 48.3
 PP1782
 PP1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1782!SPC MN S     -   0.99995788  x   0.99992248  =   0.99988036
 PP1782!UTM  15      -   0.99995788  x   0.99965612  =   0.99961401
 PP1782
 PP1782                          SUPERSEDED SURVEY CONTROL
 PP1782
 PP1782  NAVD 88 (09/06/02)  296.42   (m)          972.5    (f) LEVELING    3  
 PP1782  NGVD 29 (??/??/92)  296.368  (m)          972.33   (f) ADJ UNCH    2 0
 PP1782
 PP1782.Superseded values are not recommended for survey control.
 PP1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1782.See file dsdata.txt to determine how the superseded data were derived.
 PP1782
 PP1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3244833877(NAD 83)
 PP1782_MARKER: DB = BENCH MARK DISK
 PP1782_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP1782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1782_STAMPING: 7007 E 1972
 PP1782_MARK LOGO: MNHD  
 PP1782_PROJECTION: RECESSED 10 CENTIMETERS
 PP1782_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP1782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1782+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2002
 PP1782
 PP1782  HISTORY     - Date     Condition        Report By
 PP1782  HISTORY     - 1972     MONUMENTED       MNDT
 PP1782  HISTORY     - 1973     GOOD             MNDT
 PP1782  HISTORY     - 20020401 GOOD             MNDT
 PP1782  HISTORY     - 20020903 GOOD             MNDT
 PP1782
 PP1782                          STATION DESCRIPTION
 PP1782
 PP1782'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1782'4.5 MI NE FROM HENDERSON.
 PP1782'THE MARK IS 4.5 MILES EAST NORTHEAST MEASURED ALONG T.H. 19 FROM THE
 PP1782'U.S. POST OFFICE AT HENDERSON, MINNESOTA, THEN 0.8 MILE NORTH ALONG
 PP1782'T.H. 169.  IT IS 6.3 MILES SOUTHWEST ALONG T.H. 169 FROM ITS JUNCTION
 PP1782'WITH T.H. 25 AT BELLE PLAINE, MINNESOTA, 0.1 MILE SOUTH OF TOWNSHIP
 PP1782'ROAD CROSSING, 105 FEET NORTH OF A MEDIAN CROSSOVER, 38 FEET EAST OF
 PP1782'SOUTHBOUND T.H. 169 STATION 457+04, IN THE MEDIAN OF T.H. 169.  IT IS
 PP1782'A STANDARD DISK IN A 6 FOOT PRECAST REINFORCED CONCRETE POST, 1.0 FOOT
 PP1782'NORTH OF A STEEL WITNESS POST, AT T.H. 169 MILE MARK 85.3, SET FLUSH
 PP1782'WITH THE GROUND.  NE 1/4 SECTION 32, T 113N, R 25W.
 PP1782
 PP1782                          STATION RECOVERY (2002)
 PP1782
 PP1782'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 PP1782'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 3.7 MI ENE OF
 PP1782'POST OFFICE AT HENDERSON, 0.8 MI NORTH OF JCT OF TH 169 AND TH 19,
 PP1782'0.18 MI SOUTH OF LEHNERT LN(WEST), 105 FT NORTH OF CROSS OVER, 38 FT
 PP1782'EAST OF SB TH 169, AT TH 169 MP 85.12, 3.0 FT SOUTH OF WIT  POST IN
 PP1782'MEDIAN, RECESSED 4 INCHES, RR SPIKE SET ADJACENT TO MARK MAKES IT
 PP1782'MAGNETIC, SUITABLE FOR GPS.
 PP1782
 PP1782                          STATION RECOVERY (2002)
 PP1782
 PP1782'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 PP1782'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1783 ***********************************************************************
 PP1783  DESIGNATION -  7007 F
 PP1783  PID         -  PP1783
 PP1783  STATE/COUNTY-  MN/SCOTT
 PP1783  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 PP1783
 PP1783                         *CURRENT SURVEY CONTROL
 PP1783  ___________________________________________________________________
 PP1783* NAD 83(1986)-  44 33 45.     (N)    093 51 00.     (W)     SCALED    
 PP1783* NAVD 88     -       299.867  (meters)     983.81   (feet)  ADJUSTED  
 PP1783  ___________________________________________________________________
 PP1783  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 PP1783  DYNAMIC HT  -         299.835 (meters)     983.71  (feet)  COMP
 PP1783  MODELED GRAV-     980,502.9   (mgal)                       NAVD 88
 PP1783
 PP1783  VERT ORDER  -  SECOND    CLASS 0
 PP1783
 PP1783.The horizontal coordinates were scaled from a topographic map and have
 PP1783.an estimated accuracy of +/- 6 seconds.
 PP1783
 PP1783.The orthometric height was determined by differential leveling
 PP1783.and adjusted by the National Geodetic Survey in June 1991..
 PP1783
 PP1783.The geoid height was determined by GEOID03.
 PP1783
 PP1783.The dynamic height is computed by dividing the NAVD 88
 PP1783.geopotential number by the normal gravity value computed on the
 PP1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1783.degrees latitude (g = 980.6199 gals.).
 PP1783
 PP1783.The modeled gravity was interpolated from observed gravity values.
 PP1783
 PP1783;                    North         East    Units  Estimated Accuracy
 PP1783;SPC MN S     -   273,620.      811,920.      MT  (+/- 180 meters Scaled)
 PP1783
 PP1783                          SUPERSEDED SURVEY CONTROL
 PP1783
 PP1783  NGVD 29 (??/??/92)  299.828  (m)          983.69   (f) ADJ UNCH    2 0
 PP1783
 PP1783.Superseded values are not recommended for survey control.
 PP1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1783.See file dsdata.txt to determine how the superseded data were derived.
 PP1783
 PP1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK324347(NAD 83)
 PP1783_MARKER: DD = SURVEY DISK
 PP1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1783_STAMPING: 7007-F 1972
 PP1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1783+STABILITY: SURFACE MOTION
 PP1783
 PP1783  HISTORY     - Date     Condition        Report By
 PP1783  HISTORY     - 1972     MONUMENTED       MNDT
 PP1783  HISTORY     - 1973     GOOD             MNDT
 PP1783
 PP1783                          STATION DESCRIPTION
 PP1783
 PP1783'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1783'5.1 MI NE FROM HENDERSON.
 PP1783'THE MARK IS 3.7 MILES EAST NORTHEAST MEASURED ALONG T.H. 19 FROM THE
 PP1783'U.S. POST OFFICE AT HENDERSON, MINNESOTA, THEN 1.4 MILES NORTH ALONG
 PP1783'T.H. 169.  IT IS 5.8 MILES SOUTHWEST ALONG T.H. 169 FROM THE JUNCTION
 PP1783'OF T.H. 25 AT BELLE PLAINE, 0.3 MILE NORTH OF A TOWNSHIP ROAD
 PP1783'CROSSING, 69 FEET WEST OF SOUTHBOUND T.H. 169 STATION 484+64, 25 FEET
 PP1783'SOUTH OF A FIELD ENTRANCE, 10 FEET NORTH OF A POWER POLE.  IT IS A
 PP1783'STANDARD DISK IN A 6 FOOT PRECAST REINFORCED CONCRETE POST, 1.0 FOOT
 PP1783'EAST OF A STEEL WITNESS POST, AT T.H. 169 MILE MARK 85.7, SET 2 INCHES
 PP1783'BELOW GROUND.  SW 1/4 SECTION 28, T 113N, R 25W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1784 ***********************************************************************
 PP1784  DESIGNATION -  7007 G
 PP1784  PID         -  PP1784
 PP1784  STATE/COUNTY-  MN/SCOTT
 PP1784  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 PP1784
 PP1784                         *CURRENT SURVEY CONTROL
 PP1784  ___________________________________________________________________
 PP1784* NAD 83(1986)-  44 34 08.     (N)    093 50 39.     (W)     SCALED    
 PP1784* NAVD 88     -       300.305  (meters)     985.25   (feet)  ADJUSTED  
 PP1784  ___________________________________________________________________
 PP1784  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 PP1784  DYNAMIC HT  -         300.274 (meters)     985.15  (feet)  COMP
 PP1784  MODELED GRAV-     980,505.7   (mgal)                       NAVD 88
 PP1784
 PP1784  VERT ORDER  -  SECOND    CLASS 0
 PP1784
 PP1784.The horizontal coordinates were scaled from a topographic map and have
 PP1784.an estimated accuracy of +/- 6 seconds.
 PP1784
 PP1784.The orthometric height was determined by differential leveling
 PP1784.and adjusted by the National Geodetic Survey in June 1991..
 PP1784
 PP1784.The geoid height was determined by GEOID03.
 PP1784
 PP1784.The dynamic height is computed by dividing the NAVD 88
 PP1784.geopotential number by the normal gravity value computed on the
 PP1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1784.degrees latitude (g = 980.6199 gals.).
 PP1784
 PP1784.The modeled gravity was interpolated from observed gravity values.
 PP1784
 PP1784;                    North         East    Units  Estimated Accuracy
 PP1784;SPC MN S     -   274,330.      812,380.      MT  (+/- 180 meters Scaled)
 PP1784
 PP1784                          SUPERSEDED SURVEY CONTROL
 PP1784
 PP1784  NGVD 29 (??/??/92)  300.266  (m)          985.12   (f) ADJ UNCH    2 0
 PP1784
 PP1784.Superseded values are not recommended for survey control.
 PP1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1784.See file dsdata.txt to determine how the superseded data were derived.
 PP1784
 PP1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK329354(NAD 83)
 PP1784_MARKER: DD = SURVEY DISK
 PP1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1784_STAMPING: 7007-G 1972
 PP1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1784+STABILITY: SURFACE MOTION
 PP1784
 PP1784  HISTORY     - Date     Condition        Report By
 PP1784  HISTORY     - 1972     MONUMENTED       MNDT
 PP1784  HISTORY     - 1973     GOOD             MNDT
 PP1784
 PP1784                          STATION DESCRIPTION
 PP1784
 PP1784'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1784'5.3 MI SW FROM BELLE PLAINE.
 PP1784'THE MARK IS 5.3 MILES SOUTHWEST MEASURED ALONG T.H. 169 FROM ITS
 PP1784'JUNCTION WITH T.H. 25 AT BELLE PLAINE.  IT IS 1.9 MILES NORTH OF THE
 PP1784'JUNCTION OF T.H. 169 AND T.H. 19, 0.1 MILE SOUTH OF TOWNSHIP ROAD
 PP1784'WEST, 111 FEET SOUTH OF A MEDIAN CROSS-OVER, 36 FEET EAST OF
 PP1784'SOUTHBOUND T.H. 169 STATION 511+14, IN THE MEDIAN OF T.H. 169.  IT IS
 PP1784'A STANDARD DISK IN A 6 FOOT PRECAST REINFORCED CONCRETE POST, 1.0 FOOT
 PP1784'NORTH OF A STEEL WITNESS POST, AT T.H. 169 MILE MARK 86.2, SET FLUSH
 PP1784'WITH THE GROUND.  NW 1/4 SECTION 28, T 113N, R 25W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1785 ***********************************************************************
 PP1785  DESIGNATION -  7007 H
 PP1785  PID         -  PP1785
 PP1785  STATE/COUNTY-  MN/SCOTT
 PP1785  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 PP1785
 PP1785                         *CURRENT SURVEY CONTROL
 PP1785  ___________________________________________________________________
 PP1785* NAD 83(1986)-  44 34 32.     (N)    093 50 22.     (W)     SCALED    
 PP1785* NAVD 88     -       299.966  (meters)     984.14   (feet)  ADJUSTED  
 PP1785  ___________________________________________________________________
 PP1785  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 PP1785  DYNAMIC HT  -         299.935 (meters)     984.04  (feet)  COMP
 PP1785  MODELED GRAV-     980,508.6   (mgal)                       NAVD 88
 PP1785
 PP1785  VERT ORDER  -  SECOND    CLASS 0
 PP1785
 PP1785.The horizontal coordinates were scaled from a topographic map and have
 PP1785.an estimated accuracy of +/- 6 seconds.
 PP1785
 PP1785.The orthometric height was determined by differential leveling
 PP1785.and adjusted by the National Geodetic Survey in June 1991..
 PP1785
 PP1785.The geoid height was determined by GEOID03.
 PP1785
 PP1785.The dynamic height is computed by dividing the NAVD 88
 PP1785.geopotential number by the normal gravity value computed on the
 PP1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1785.degrees latitude (g = 980.6199 gals.).
 PP1785
 PP1785.The modeled gravity was interpolated from observed gravity values.
 PP1785
 PP1785;                    North         East    Units  Estimated Accuracy
 PP1785;SPC MN S     -   275,080.      812,750.      MT  (+/- 180 meters Scaled)
 PP1785
 PP1785                          SUPERSEDED SURVEY CONTROL
 PP1785
 PP1785  NGVD 29 (??/??/92)  299.927  (m)          984.01   (f) ADJ UNCH    2 0
 PP1785
 PP1785.Superseded values are not recommended for survey control.
 PP1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1785.See file dsdata.txt to determine how the superseded data were derived.
 PP1785
 PP1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK333361(NAD 83)
 PP1785_MARKER: DD = SURVEY DISK
 PP1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1785_STAMPING: 7007-H 1972
 PP1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1785+STABILITY: SURFACE MOTION
 PP1785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1785+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 PP1785
 PP1785  HISTORY     - Date     Condition        Report By
 PP1785  HISTORY     - 1972     MONUMENTED       MNDT
 PP1785  HISTORY     - 1973     GOOD             MNDT
 PP1785  HISTORY     - 20051015 GOOD             USPSQD
 PP1785
 PP1785                          STATION DESCRIPTION
 PP1785
 PP1785'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1785'4.7 MI SW FROM BELLE PLAINE.
 PP1785'THE MARK IS 4.7 MILES SOUTHWEST MEASURED ALONG T.H. 169 FROM ITS
 PP1785'JUNCTION WITH T.H. 25 AT BELLE PLAINE.  IT IS 0.1 MILE SOUTH OF
 PP1785'TOWNSHIP ROAD TO THE WEST, 37 FEET EAST OF SOUTHBOUND T.H. 169 STATION
 PP1785'537+26, IN THE MEDIAN OF T.H. 169.  IT IS A STANDARD DISK IN A 6 FOOT
 PP1785'PRECAST REINFORCED CONCRETE POST, 1.0 FOOT NORTH OF A STEEL WITNESS
 PP1785'POST, AT T.H. 169 MILE MARK 86.7, SET FLUSH WITH THE GROUND. SW 1/4
 PP1785'SECTION 21, T 113N, R 25W.
 PP1785
 PP1785                          STATION RECOVERY (2005)
 PP1785
 PP1785'RECOVERY NOTE BY US POWER SQUADRON 2005 (BC)
 PP1785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1786 ***********************************************************************
 PP1786  DESIGNATION -  7007 I
 PP1786  PID         -  PP1786
 PP1786  STATE/COUNTY-  MN/SCOTT
 PP1786  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 PP1786
 PP1786                         *CURRENT SURVEY CONTROL
 PP1786  ___________________________________________________________________
 PP1786* NAD 83(1986)-  44 34 53.     (N)    093 50 05.     (W)     SCALED    
 PP1786* NAVD 88     -       300.234  (meters)     985.02   (feet)  ADJUSTED  
 PP1786  ___________________________________________________________________
 PP1786  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 PP1786  DYNAMIC HT  -         300.204 (meters)     984.92  (feet)  COMP
 PP1786  MODELED GRAV-     980,511.2   (mgal)                       NAVD 88
 PP1786
 PP1786  VERT ORDER  -  SECOND    CLASS 0
 PP1786
 PP1786.The horizontal coordinates were scaled from a topographic map and have
 PP1786.an estimated accuracy of +/- 6 seconds.
 PP1786
 PP1786.The orthometric height was determined by differential leveling
 PP1786.and adjusted by the National Geodetic Survey in June 1991..
 PP1786
 PP1786.The geoid height was determined by GEOID03.
 PP1786
 PP1786.The dynamic height is computed by dividing the NAVD 88
 PP1786.geopotential number by the normal gravity value computed on the
 PP1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1786.degrees latitude (g = 980.6199 gals.).
 PP1786
 PP1786.The modeled gravity was interpolated from observed gravity values.
 PP1786
 PP1786;                    North         East    Units  Estimated Accuracy
 PP1786;SPC MN S     -   275,720.      813,130.      MT  (+/- 180 meters Scaled)
 PP1786
 PP1786                          SUPERSEDED SURVEY CONTROL
 PP1786
 PP1786  NGVD 29 (??/??/92)  300.196  (m)          984.89   (f) ADJ UNCH    2 0
 PP1786
 PP1786.Superseded values are not recommended for survey control.
 PP1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1786.See file dsdata.txt to determine how the superseded data were derived.
 PP1786
 PP1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK337367(NAD 83)
 PP1786_MARKER: DD = SURVEY DISK
 PP1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1786_STAMPING: 7007-I 1972
 PP1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1786+STABILITY: SURFACE MOTION
 PP1786
 PP1786  HISTORY     - Date     Condition        Report By
 PP1786  HISTORY     - 1972     MONUMENTED       MNDT
 PP1786  HISTORY     - 1973     GOOD             MNDT
 PP1786
 PP1786                          STATION DESCRIPTION
 PP1786
 PP1786'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1786'4.3 MI SW FROM BELLE PLAINE.
 PP1786'THE MARK IS 4.3 MILES SOUTHWEST MEASURED ALONG T.H. 169 FROM ITS
 PP1786'JUNCTION WITH T.H. 25 AT BELLE PLAINE.  IT IS 500 FEET SOUTHWEST OF
 PP1786'CROSS-OVER, 34 FEET EAST OF SOUTHBOUND T.H. 169 STATION 562+20, IN THE
 PP1786'MEDIAN OF T.H. 169.  IT IS A STANDARD DISK IN A 6 FOOT PRECAST
 PP1786'REINFORCED CONCRETE POST, 1.0 FOOT NORTH OF A STEEL WITNESS POST, AT
 PP1786'T.H. 169 MILE MARK 87.1.  NE 1/4 SECTION 21, T 113N, R 25W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1787 ***********************************************************************
 PP1787  DESIGNATION -  7007 J
 PP1787  PID         -  PP1787
 PP1787  STATE/COUNTY-  MN/SCOTT
 PP1787  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 PP1787
 PP1787                         *CURRENT SURVEY CONTROL
 PP1787  ___________________________________________________________________
 PP1787* NAD 83(1986)-  44 35 13.     (N)    093 49 44.     (W)     SCALED    
 PP1787* NAVD 88     -       301.992  (meters)     990.79   (feet)  ADJUSTED  
 PP1787  ___________________________________________________________________
 PP1787  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 PP1787  DYNAMIC HT  -         301.964 (meters)     990.69  (feet)  COMP
 PP1787  MODELED GRAV-     980,514.1   (mgal)                       NAVD 88
 PP1787
 PP1787  VERT ORDER  -  SECOND    CLASS 0
 PP1787
 PP1787.The horizontal coordinates were scaled from a topographic map and have
 PP1787.an estimated accuracy of +/- 6 seconds.
 PP1787
 PP1787.The orthometric height was determined by differential leveling
 PP1787.and adjusted by the National Geodetic Survey in June 1991..
 PP1787
 PP1787.The geoid height was determined by GEOID03.
 PP1787
 PP1787.The dynamic height is computed by dividing the NAVD 88
 PP1787.geopotential number by the normal gravity value computed on the
 PP1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1787.degrees latitude (g = 980.6199 gals.).
 PP1787
 PP1787.The modeled gravity was interpolated from observed gravity values.
 PP1787
 PP1787;                    North         East    Units  Estimated Accuracy
 PP1787;SPC MN S     -   276,340.      813,590.      MT  (+/- 180 meters Scaled)
 PP1787
 PP1787                          SUPERSEDED SURVEY CONTROL
 PP1787
 PP1787  NGVD 29 (??/??/92)  301.955  (m)          990.66   (f) ADJ UNCH    2 0
 PP1787
 PP1787.Superseded values are not recommended for survey control.
 PP1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1787.See file dsdata.txt to determine how the superseded data were derived.
 PP1787
 PP1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK342374(NAD 83)
 PP1787_MARKER: DD = SURVEY DISK
 PP1787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1787_STAMPING: 7007-J 1972
 PP1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1787+STABILITY: SURFACE MOTION
 PP1787
 PP1787  HISTORY     - Date     Condition        Report By
 PP1787  HISTORY     - 1972     MONUMENTED       MNDT
 PP1787  HISTORY     - 1973     GOOD             MNDT
 PP1787
 PP1787                          STATION DESCRIPTION
 PP1787
 PP1787'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1787'3.8 MI SW FROM BELLE PLAINE.
 PP1787'THE MARK IS 3.8 MILES SOUTHWEST MEASURED ALONG T.H. 169 FROM ITS
 PP1787'JUNCTION WITH T.H. 25 AT BELLE PLAINE.  IT IS 92 FEET NORTH OF
 PP1787'CENTERLINE OF COUNTY ROAD NO. 1, 67 FEET WEST OF SOUTHBOUND T.H. 169
 PP1787'STATION 588+35, 45 FEET EAST OF SOUTHEAST CORNER OF BLAKELY TOWN HALL,
 PP1787'9 FEET SOUTH OF POWER POLE.  IT IS A STANDARD DISK IN A 6 FOOT PRECAST
 PP1787'REINFORCED CONCRETE POST, 1.0 FOOT EAST OF A STEEL WITNESS POST, ABOUT
 PP1787'2 FEET ABOVE T.H. 169, AT T.H. 169 MILE MARK 87.6, SET 3 INCHES BELOW
 PP1787'GROUND.  SE 1/4 SECTION 16, T 113N, R 25W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1788 ***********************************************************************
 PP1788  DESIGNATION -  7007 K
 PP1788  PID         -  PP1788
 PP1788  STATE/COUNTY-  MN/SCOTT
 PP1788  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 PP1788
 PP1788                         *CURRENT SURVEY CONTROL
 PP1788  ___________________________________________________________________
 PP1788* NAD 83(1986)-  44 35 30.     (N)    093 49 12.     (W)     SCALED    
 PP1788* NAVD 88     -       308.021  (meters)    1010.57   (feet)  ADJUSTED  
 PP1788  ___________________________________________________________________
 PP1788  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 PP1788  DYNAMIC HT  -         307.993 (meters)    1010.47  (feet)  COMP
 PP1788  MODELED GRAV-     980,517.2   (mgal)                       NAVD 88
 PP1788
 PP1788  VERT ORDER  -  SECOND    CLASS 0
 PP1788
 PP1788.The horizontal coordinates were scaled from a topographic map and have
 PP1788.an estimated accuracy of +/- 6 seconds.
 PP1788
 PP1788.The orthometric height was determined by differential leveling
 PP1788.and adjusted by the National Geodetic Survey in June 1991..
 PP1788
 PP1788.The geoid height was determined by GEOID03.
 PP1788
 PP1788.The dynamic height is computed by dividing the NAVD 88
 PP1788.geopotential number by the normal gravity value computed on the
 PP1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1788.degrees latitude (g = 980.6199 gals.).
 PP1788
 PP1788.The modeled gravity was interpolated from observed gravity values.
 PP1788
 PP1788;                    North         East    Units  Estimated Accuracy
 PP1788;SPC MN S     -   276,870.      814,290.      MT  (+/- 180 meters Scaled)
 PP1788
 PP1788                          SUPERSEDED SURVEY CONTROL
 PP1788
 PP1788  NGVD 29 (??/??/92)  307.984  (m)         1010.44   (f) ADJ UNCH    2 0
 PP1788
 PP1788.Superseded values are not recommended for survey control.
 PP1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1788.See file dsdata.txt to determine how the superseded data were derived.
 PP1788
 PP1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK349379(NAD 83)
 PP1788_MARKER: DD = SURVEY DISK
 PP1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1788_STAMPING: 7007-K 1972
 PP1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1788+STABILITY: SURFACE MOTION
 PP1788
 PP1788  HISTORY     - Date     Condition        Report By
 PP1788  HISTORY     - 1972     MONUMENTED       MNDT
 PP1788  HISTORY     - 1973     GOOD             MNDT
 PP1788
 PP1788                          STATION DESCRIPTION
 PP1788
 PP1788'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1788'3.3 MI SW FROM BELLE PLAINE.
 PP1788'THE MARK IS 3.3 MILES SOUTHWEST MEASURED ALONG T.H. 169 FROM ITS
 PP1788'JUNCTION WITH T.H. 25 AT BELLE PLAINE.  IT IS 0.5 MILE NORTHEAST OF
 PP1788'COUNTY ROAD NO. 1, 0.1 MILE SOUTHWEST OF COUNTY ROAD NO. 60, 230 FEET
 PP1788'NORTHEAST OF A FARM ENTRANCE, 109 FEET SOUTH OF A POWER POLE, 70 FEET
 PP1788'WEST OF SOUTHBOUND T.H. 169 STATION 615+14, 3 FEET EAST OF FENCE.  IT
 PP1788'IS A STANDARD DISK IN A 6 FOOT PRECAST REINFORCED CONCRETE POST, 1
 PP1788'FOOT BELOW LEVEL OF T.H. 169, 1.0 FOOT EAST OF A STEEL WITNESS POST,
 PP1788'AT T.H. 169 MILE MARK 88.1, SET 2 INCHES ABOVE GROUND.  SW 1/4 SECTION
 PP1788'15, T 113N, R 25W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1789 ***********************************************************************
 PP1789  DESIGNATION -  7007 L
 PP1789  PID         -  PP1789
 PP1789  STATE/COUNTY-  MN/SCOTT
 PP1789  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 PP1789
 PP1789                         *CURRENT SURVEY CONTROL
 PP1789  ___________________________________________________________________
 PP1789* NAD 83(1986)-  44 35 45.     (N)    093 48 41.     (W)     SCALED    
 PP1789* NAVD 88     -       297.786  (meters)     976.99   (feet)  ADJUSTED  
 PP1789  ___________________________________________________________________
 PP1789  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 PP1789  DYNAMIC HT  -         297.760 (meters)     976.90  (feet)  COMP
 PP1789  MODELED GRAV-     980,520.4   (mgal)                       NAVD 88
 PP1789
 PP1789  VERT ORDER  -  SECOND    CLASS 0
 PP1789
 PP1789.The horizontal coordinates were scaled from a topographic map and have
 PP1789.an estimated accuracy of +/- 6 seconds.
 PP1789
 PP1789.The orthometric height was determined by differential leveling
 PP1789.and adjusted by the National Geodetic Survey in June 1991..
 PP1789
 PP1789.The geoid height was determined by GEOID03.
 PP1789
 PP1789.The dynamic height is computed by dividing the NAVD 88
 PP1789.geopotential number by the normal gravity value computed on the
 PP1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1789.degrees latitude (g = 980.6199 gals.).
 PP1789
 PP1789.The modeled gravity was interpolated from observed gravity values.
 PP1789
 PP1789;                    North         East    Units  Estimated Accuracy
 PP1789;SPC MN S     -   277,330.      814,970.      MT  (+/- 180 meters Scaled)
 PP1789
 PP1789                          SUPERSEDED SURVEY CONTROL
 PP1789
 PP1789  NGVD 29 (??/??/92)  297.751  (m)          976.87   (f) ADJ UNCH    2 0
 PP1789
 PP1789.Superseded values are not recommended for survey control.
 PP1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1789.See file dsdata.txt to determine how the superseded data were derived.
 PP1789
 PP1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK356383(NAD 83)
 PP1789_MARKER: DD = SURVEY DISK
 PP1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1789_STAMPING: 7007-L 1972
 PP1789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1789+STABILITY: SURFACE MOTION
 PP1789
 PP1789  HISTORY     - Date     Condition        Report By
 PP1789  HISTORY     - 1972     MONUMENTED       MNDT
 PP1789  HISTORY     - 1973     GOOD             MNDT
 PP1789
 PP1789                          STATION DESCRIPTION
 PP1789
 PP1789'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1789'2.7 MI SW FROM BELLE PLAINE.
 PP1789'THE MARK IS 2.7 MILES SOUTHWEST MEASURED ALONG T.H. 169 FROM ITS
 PP1789'JUNCTION WITH T.H. 25 AT BELLE PLAINE.  IT IS 0.5 MILE NORTHEAST OF
 PP1789'COUNTY ROAD NO. 60, 37 FEET EAST OF SOUTHBOUND T.H. 169 STATION
 PP1789'641+28, IN THE MEDIAN OF T.H. 169.  IT IS A STANDARD DISK IN A 6 FOOT
 PP1789'PRECAST REINFORCED CONCRETE POST, 1.0 FOOT NORTH OF A STEEL WITNESS
 PP1789'POST, AT T.H. 169 MILE MARK 88.7, SET ABOUT 2 INCHES BELOW GROUND. NE
 PP1789'1/4 SECTION 15, T 113N, R 25W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1791 ***********************************************************************
 PP1791  DESIGNATION -  7007 M
 PP1791  PID         -  PP1791
 PP1791  STATE/COUNTY-  MN/SCOTT
 PP1791  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 PP1791
 PP1791                         *CURRENT SURVEY CONTROL
 PP1791  ___________________________________________________________________
 PP1791* NAD 83(1986)-  44 36 20.     (N)    093 46 58.     (W)     SCALED    
 PP1791* NAVD 88     -       265.891  (meters)     872.34   (feet)  ADJUSTED  
 PP1791  ___________________________________________________________________
 PP1791  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 PP1791  DYNAMIC HT  -         265.870 (meters)     872.28  (feet)  COMP
 PP1791  MODELED GRAV-     980,530.1   (mgal)                       NAVD 88
 PP1791
 PP1791  VERT ORDER  -  SECOND    CLASS 0
 PP1791
 PP1791.The horizontal coordinates were scaled from a topographic map and have
 PP1791.an estimated accuracy of +/- 6 seconds.
 PP1791
 PP1791.The orthometric height was determined by differential leveling
 PP1791.and adjusted by the National Geodetic Survey in June 1991..
 PP1791
 PP1791.The geoid height was determined by GEOID03.
 PP1791
 PP1791.The dynamic height is computed by dividing the NAVD 88
 PP1791.geopotential number by the normal gravity value computed on the
 PP1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1791.degrees latitude (g = 980.6199 gals.).
 PP1791
 PP1791.The modeled gravity was interpolated from observed gravity values.
 PP1791
 PP1791;                    North         East    Units  Estimated Accuracy
 PP1791;SPC MN S     -   278,420.      817,240.      MT  (+/- 180 meters Scaled)
 PP1791
 PP1791                          SUPERSEDED SURVEY CONTROL
 PP1791
 PP1791  NGVD 29 (??/??/92)  265.857  (m)          872.23   (f) ADJ UNCH    2 0
 PP1791
 PP1791.Superseded values are not recommended for survey control.
 PP1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1791.See file dsdata.txt to determine how the superseded data were derived.
 PP1791
 PP1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK378394(NAD 83)
 PP1791_MARKER: DD = SURVEY DISK
 PP1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1791_STAMPING: 7007-M 1972
 PP1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1791+STABILITY: SURFACE MOTION
 PP1791
 PP1791  HISTORY     - Date     Condition        Report By
 PP1791  HISTORY     - 1972     MONUMENTED       MNDT
 PP1791  HISTORY     - 1973     GOOD             MNDT
 PP1791
 PP1791                          STATION DESCRIPTION
 PP1791
 PP1791'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1791'1.0 MI SW FROM BELLE PLAINE.
 PP1791'THE MARK IS 1.0 MILES SOUTHWEST MEASURED ALONG T.H. 169 FROM ITS
 PP1791'JUNCTION WITH T.H. 25 AT BELLE PLAINE.  IT IS 0.3 MILE NORTH OF
 PP1791'TOWNSHIP ROAD EAST, (OLD T.H. 169), 153 FEET NORTH OF FIELD ENTRANCE,
 PP1791'64 FEET WEST OF SOUTHBOUND T.H. 169 STATION 741+99, 7 FEET NORTH OF A
 PP1791'SHRUB.  IT IS A STANDARD DISK IN A 6 FOOT PRECAST REINFORCED CONCRETE
 PP1791'POST, ABOUT 5 FEET BELOW THE LEVEL OF T.H. 169, 1.0 FOOT EAST OF A
 PP1791'STEEL WITNESS POST, AT T.H. 169 MILE MARK 90.3 PROJECTING 2 INCHES
 PP1791'ABOVE GROUND.  SW 1/4 SECTION 12, T 113N, R 25W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1792 ***********************************************************************
 PP1792  DESIGNATION -  7007 N
 PP1792  PID         -  PP1792
 PP1792  STATE/COUNTY-  MN/SCOTT
 PP1792  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 PP1792
 PP1792                         *CURRENT SURVEY CONTROL
 PP1792  ___________________________________________________________________
 PP1792* NAD 83(1986)-  44 36 37.     (N)    093 46 28.     (W)     SCALED    
 PP1792* NAVD 88     -       262.581  (meters)     861.48   (feet)  ADJUSTED  
 PP1792  ___________________________________________________________________
 PP1792  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 PP1792  DYNAMIC HT  -         262.561 (meters)     861.42  (feet)  COMP
 PP1792  MODELED GRAV-     980,534.0   (mgal)                       NAVD 88
 PP1792
 PP1792  VERT ORDER  -  SECOND    CLASS 0
 PP1792
 PP1792.The horizontal coordinates were scaled from a topographic map and have
 PP1792.an estimated accuracy of +/- 6 seconds.
 PP1792
 PP1792.The orthometric height was determined by differential leveling
 PP1792.and adjusted by the National Geodetic Survey in June 1991..
 PP1792
 PP1792.The geoid height was determined by GEOID03.
 PP1792
 PP1792.The dynamic height is computed by dividing the NAVD 88
 PP1792.geopotential number by the normal gravity value computed on the
 PP1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1792.degrees latitude (g = 980.6199 gals.).
 PP1792
 PP1792.The modeled gravity was interpolated from observed gravity values.
 PP1792
 PP1792;                    North         East    Units  Estimated Accuracy
 PP1792;SPC MN S     -   278,950.      817,900.      MT  (+/- 180 meters Scaled)
 PP1792
 PP1792                          SUPERSEDED SURVEY CONTROL
 PP1792
 PP1792  NGVD 29 (??/??/92)  262.547  (m)          861.37   (f) ADJ UNCH    2 0
 PP1792
 PP1792.Superseded values are not recommended for survey control.
 PP1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1792.See file dsdata.txt to determine how the superseded data were derived.
 PP1792
 PP1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK385399(NAD 83)
 PP1792_MARKER: DD = SURVEY DISK
 PP1792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1792_STAMPING: 7007-N 1972
 PP1792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1792+STABILITY: SURFACE MOTION
 PP1792
 PP1792  HISTORY     - Date     Condition        Report By
 PP1792  HISTORY     - 1972     MONUMENTED       MNDT
 PP1792  HISTORY     - 1973     GOOD             MNDT
 PP1792
 PP1792                          STATION DESCRIPTION
 PP1792
 PP1792'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1792'0.4 MI SW FROM BELLE PLAINE.
 PP1792'THE MARK IS 0.4 MILE SOUTHWEST MEASURED ALONG T.H. 169 FROM ITS
 PP1792'JUNCTION WITH T.H. 25 AT BELLE PLAINE.  IT IS 0.9 MILE NORTHEAST OF
 PP1792'TOWNSHIP ROAD EAST, (OLD T.H. 169), 0.4 MILE SOUTHWEST OF COUNTY ROAD
 PP1792'NO. 3, 65 FEET WEST OF SOUTHBOUND T.H. 169 STATION 767+19, 19 FEET
 PP1792'NORTH OF A DITCH BLOCK, 10 FEET EAST OF A 4 INCH ASH TREE.  IT IS A
 PP1792'STANDARD DISK IN A PRECAST REINFORCED CONCRETE POST, 3 FEET BELOW
 PP1792'LEVEL OF T.H. 169, 1.0 FOOT EAST OF A STEEL WITNESS POST, AT T.H. 169
 PP1792'MILE MARK 90.8, SET FLUSH WITH THE GROUND.  SECTION 12, T 113N, R 25W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1817 ***********************************************************************
 PP1817  DESIGNATION -  7008 C RESET
 PP1817  PID         -  PP1817
 PP1817  STATE/COUNTY-  MN/SCOTT
 PP1817  USGS QUAD   -  JORDAN EAST (1981)
 PP1817
 PP1817                         *CURRENT SURVEY CONTROL
 PP1817  ___________________________________________________________________
 PP1817* NAD 83(1986)-  44 40 30.     (N)    093 37 29.     (W)     SCALED    
 PP1817* NAVD 88     -       241.828  (meters)     793.40   (feet)  ADJUSTED  
 PP1817  ___________________________________________________________________
 PP1817  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 PP1817  DYNAMIC HT  -         241.817 (meters)     793.36  (feet)  COMP
 PP1817  MODELED GRAV-     980,564.3   (mgal)                       NAVD 88
 PP1817
 PP1817  VERT ORDER  -  SECOND    CLASS 0
 PP1817
 PP1817.The horizontal coordinates were scaled from a topographic map and have
 PP1817.an estimated accuracy of +/- 6 seconds.
 PP1817
 PP1817.The orthometric height was determined by differential leveling
 PP1817.and adjusted by the National Geodetic Survey in June 1991..
 PP1817
 PP1817.The geoid height was determined by GEOID03.
 PP1817
 PP1817.The dynamic height is computed by dividing the NAVD 88
 PP1817.geopotential number by the normal gravity value computed on the
 PP1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1817.degrees latitude (g = 980.6199 gals.).
 PP1817
 PP1817.The modeled gravity was interpolated from observed gravity values.
 PP1817
 PP1817;                    North         East    Units  Estimated Accuracy
 PP1817;SPC MN S     -   286,180.      829,750.      MT  (+/- 180 meters Scaled)
 PP1817
 PP1817                          SUPERSEDED SURVEY CONTROL
 PP1817
 PP1817.No superseded survey control is available for this station.
 PP1817
 PP1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK504470(NAD 83)
 PP1817_MARKER: DD = SURVEY DISK
 PP1817_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1817_SP_SET: BRIDGE
 PP1817_STAMPING: 7008 C RESET 1976
 PP1817_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1817
 PP1817  HISTORY     - Date     Condition        Report By
 PP1817  HISTORY     - 1976     MONUMENTED       MNDT
 PP1817  HISTORY     - 1980     GOOD             MNDT
 PP1817  HISTORY     - 20021023 GOOD             USPSQD
 PP1817
 PP1817                          STATION DESCRIPTION
 PP1817
 PP1817'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP1817'0.7 MI NE FROM JORDAN.
 PP1817'THE MARK IS LOCATED 0.7 MILES NORTHEAST ALONG TRUNK HIGHWAY 169 FROM
 PP1817'THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 282 IN JORDAN. IT
 PP1817'IS AT TRUNK HIGHWAY 169 MILEPOINT 99.5.  IT IS 18 FEET SOUTHEAST OF
 PP1817'AND ABOUT 4 FEET HIGHER THAN THE NORTHBOUND CENTERLINE OF TRUNK
 PP1817'HIGHWAY 169.  IT IS SET IN THE TOP OF THE BRIDGE RAILING AT THE
 PP1817'NORTHEAST CORNER OF BRIDGE NUMBER 6804 (TRUNK HIGHWAY 169 OVER TRUNK
 PP1817'HIGHWAY 21).  NE 1/4 SECTION 19, T 114N, R 23W.
 PP1817
 PP1817                          STATION RECOVERY (1980)
 PP1817
 PP1817'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1817'THE MARK WAS RECOVERED IN GOOD CONDITION 0.7 MILE NORTHEAST ALONG
 PP1817'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN,
 PP1817'IN THE NE 1/4 OF SECTION 19, T114N, R23W.  THE MARK, A STANDARD MNDT
 PP1817'BENCH MARK DISK STAMPED---7008 C RESET 1976---, IS SET IN THE TOP OF
 PP1817'THE BRIDGE RAILING IN THE NORTHEAST CORNER OF BRIDGE NUMBER 6804
 PP1817'(TRUNK HIGHWAY 169 OVER TRUNK HIGHWAY 21).
 PP1817
 PP1817                          STATION RECOVERY (2002)
 PP1817
 PP1817'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1799 ***********************************************************************
 PP1799  DESIGNATION -  7008 D
 PP1799  PID         -  PP1799
 PP1799  STATE/COUNTY-  MN/SCOTT
 PP1799  USGS QUAD   -  UNION HILL (1981)
 PP1799
 PP1799                         *CURRENT SURVEY CONTROL
 PP1799  ___________________________________________________________________
 PP1799* NAD 83(1996)-  44 37 21.26094(N)    093 45 00.83570(W)     ADJUSTED  
 PP1799* NAVD 88     -       262.369  (meters)     860.79   (feet)  ADJUSTED  
 PP1799  ___________________________________________________________________
 PP1799  X           -    -297,427.233 (meters)                     COMP
 PP1799  Y           -  -4,537,580.975 (meters)                     COMP
 PP1799  Z           -   4,457,758.031 (meters)                     COMP
 PP1799  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 PP1799  ELLIP HEIGHT-         235.08  (meters)          (08/22/03) GPS OBS
 PP1799  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PP1799  DYNAMIC HT  -         262.351 (meters)     860.73  (feet)  COMP
 PP1799  MODELED GRAV-     980,541.0   (mgal)                       NAVD 88
 PP1799
 PP1799  HORZ ORDER  -  FIRST
 PP1799  VERT ORDER  -  SECOND    CLASS 0
 PP1799  ELLP ORDER  -  FOURTH    CLASS I
 PP1799
 PP1799.The horizontal coordinates were established by GPS observations
 PP1799.and adjusted by the MN DEPT OF TRANSP in August 2003..
 PP1799
 PP1799.The orthometric height was determined by differential leveling
 PP1799.and adjusted by the National Geodetic Survey in June 1991..
 PP1799
 PP1799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1799
 PP1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1799
 PP1799.The ellipsoidal height was determined by GPS observations
 PP1799.and is referenced to NAD 83.
 PP1799
 PP1799.The geoid height was determined by GEOID03.
 PP1799
 PP1799.The dynamic height is computed by dividing the NAVD 88
 PP1799.geopotential number by the normal gravity value computed on the
 PP1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1799.degrees latitude (g = 980.6199 gals.).
 PP1799
 PP1799.The modeled gravity was interpolated from observed gravity values.
 PP1799
 PP1799;                    North         East     Units Scale Factor Converg.
 PP1799;SPC MN S     -   280,316.839   819,820.734   MT  0.99992427   +0 10 30.2
 PP1799;UTM  15      - 4,941,298.094   440,483.300   MT  0.99964356   -0 31 37.2
 PP1799
 PP1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1799!SPC MN S     -   0.99996314  x   0.99992427  =   0.99988742
 PP1799!UTM  15      -   0.99996314  x   0.99964356  =   0.99960672
 PP1799
 PP1799|---------------------------------------------------------------------|
 PP1799| PID    Reference Object                     Distance      Geod. Az  |
 PP1799|                                                           dddmmss.s |
 PP1799| DI0735 7003 E                              171.428 METERS 28639     |
 PP1799|---------------------------------------------------------------------|
 PP1799
 PP1799                          SUPERSEDED SURVEY CONTROL
 PP1799
 PP1799  NAD 83(1996)-  44 37 21.26390(N)    093 45 00.83711(W) AD(       ) 2
 PP1799  NAD 83(1986)-  44 37 21.25808(N)    093 45 00.83354(W) AD(       ) 2
 PP1799  NAD 27      -  44 37 21.39058(N)    093 44 59.97065(W) AD(       ) 2
 PP1799  NAVD 88 (08/22/03)  262.37   (m)          860.8    (f) LEVELING    3  
 PP1799  NGVD 29 (??/??/92)  262.337  (m)          860.68   (f) ADJ UNCH    2 0
 PP1799
 PP1799.Superseded values are not recommended for survey control.
 PP1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1799.See file dsdata.txt to determine how the superseded data were derived.
 PP1799
 PP1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4048341298(NAD 83)
 PP1799_MARKER: DB = BENCH MARK DISK
 PP1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1799_STAMPING: 7008 D 1972
 PP1799_MARK LOGO: MNHD  
 PP1799_PROJECTION: FLUSH
 PP1799_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1799+STABILITY: SURFACE MOTION
 PP1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1799+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 PP1799
 PP1799  HISTORY     - Date     Condition        Report By
 PP1799  HISTORY     - 1972     MONUMENTED       MNHD
 PP1799  HISTORY     - 1973     GOOD             MNDT
 PP1799  HISTORY     - 20020822 GOOD             MNDT
 PP1799  HISTORY     - 20050920 GOOD             MNDT
 PP1799
 PP1799                          STATION DESCRIPTION
 PP1799
 PP1799'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1799'1.0 MI NE FROM BELLE PLAINE.
 PP1799'THE MARK IS 1.0 MILES NORTHEAST MEASURED ALONG T.H. 169 FROM ITS
 PP1799'JUNCTION WITH T.H. 25 AT BELLE PLAINE.  IT IS 104 FEET SOUTH OF COUNTY
 PP1799'ROAD NO. 100, 87 FEET EAST OF A TELEPHONE POLE, 71 FEET NORTH OF A
 PP1799'SKELLY SIGN POST, 73 FEET WEST OF SOUTHBOUND T.H. 169 STATION 847+03.
 PP1799'IT IS A STANDARD DISK IN A 6 FOOT PRECAST REINFORCED CONCRETE POST, 3
 PP1799'FEET NORTH OF A STEEL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 PP1799'T.H. 169, AT T.H. 169 MILE MARK 92.3, SET FLUSH WITH THE GROUND. NE
 PP1799'1/4 SECTION 6, T 113N, R 24W.
 PP1799
 PP1799                          STATION RECOVERY (2002)
 PP1799
 PP1799'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 PP1799'THE MARK WAS RECOVERED 1.08 MI (1.74 KM) NE OF JCT OF TH 169 AND TH 25
 PP1799'AT BELLE PLAINE, 104 FT (31.7 M) SOUTH OF CO RD 6, 88 FT (26.8 M) EAST
 PP1799'OF CABLE PEDESTAL, 73 FT (22.3 M) WEST OF SB TH 169, AT TH 169 MP
 PP1799'92.26, 71 FT (21.6 M) NORTH OF AMOCO SIGN, 3 FT (0.9 M) NORTH OF WIT
 PP1799'POST, FLUSH, MAGNETIC.
 PP1799
 PP1799                          STATION RECOVERY (2005)
 PP1799
 PP1799'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 PP1799'1.08 MILES NORTHEAST OF JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 PP1799'HIGHWAY 25 AT BELLE PLAINE, 104 FEET SOUTH OF OLD COUNTY ROAD 6 (OLD
 PP1799'EAST MAIN STREET), 73 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY 169, AT
 PP1799'TRUNK HIGHWAY 169 MILEPOINT 92.26, 2.8 FEET SOUTHEAST OF WITNESS AND
 PP1799'RIGHT OF WAY POST, 1.0 FEET SOUTH OF STEEL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1800 ***********************************************************************
 PP1800  DESIGNATION -  7008 E
 PP1800  PID         -  PP1800
 PP1800  STATE/COUNTY-  MN/SCOTT
 PP1800  USGS QUAD   -  JORDAN WEST (1981)
 PP1800
 PP1800                         *CURRENT SURVEY CONTROL
 PP1800  ___________________________________________________________________
 PP1800* NAD 83(1986)-  44 37 39.     (N)    093 44 26.     (W)     SCALED    
 PP1800* NAVD 88     -       248.901  (meters)     816.60   (feet)  ADJUSTED  
 PP1800  ___________________________________________________________________
 PP1800  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 PP1800  DYNAMIC HT  -         248.884 (meters)     816.55  (feet)  COMP
 PP1800  MODELED GRAV-     980,542.1   (mgal)                       NAVD 88
 PP1800
 PP1800  VERT ORDER  -  SECOND    CLASS 0
 PP1800
 PP1800.The horizontal coordinates were scaled from a topographic map and have
 PP1800.an estimated accuracy of +/- 6 seconds.
 PP1800
 PP1800.The orthometric height was determined by differential leveling
 PP1800.and adjusted by the National Geodetic Survey in June 1991..
 PP1800
 PP1800.The geoid height was determined by GEOID03.
 PP1800
 PP1800.The dynamic height is computed by dividing the NAVD 88
 PP1800.geopotential number by the normal gravity value computed on the
 PP1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1800.degrees latitude (g = 980.6199 gals.).
 PP1800
 PP1800.The modeled gravity was interpolated from observed gravity values.
 PP1800
 PP1800;                    North         East    Units  Estimated Accuracy
 PP1800;SPC MN S     -   280,870.      820,590.      MT  (+/- 180 meters Scaled)
 PP1800
 PP1800                          SUPERSEDED SURVEY CONTROL
 PP1800
 PP1800  NGVD 29 (??/??/92)  248.870  (m)          816.50   (f) ADJ UNCH    2 0
 PP1800
 PP1800.Superseded values are not recommended for survey control.
 PP1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1800.See file dsdata.txt to determine how the superseded data were derived.
 PP1800
 PP1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK412418(NAD 83)
 PP1800_MARKER: DD = SURVEY DISK
 PP1800_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1800_SP_SET: CULVERT
 PP1800_STAMPING: 7008-E 1972
 PP1800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1800
 PP1800  HISTORY     - Date     Condition        Report By
 PP1800  HISTORY     - 1972     MONUMENTED       MNDT
 PP1800  HISTORY     - 1973     GOOD             MNDT
 PP1800
 PP1800                          STATION DESCRIPTION
 PP1800
 PP1800'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1800'1.5 MI NE FROM BELLE PLAINE.
 PP1800'THE MARK IS 1.5 MILES NORTHEAST MEASURED ALONG T.H. 169 FROM ITS
 PP1800'JUNCTION WITH T.H. 25 AT BELLE PLAINE.  IT IS 0.5 MILE NORTHEAST OF
 PP1800'COUNTY ROAD NO. 100, 30 FEET EAST OF NORTHBOUND T.H. 169 STATION
 PP1800'876+60.  IT IS A STANDARD DISK IN THE SOUTHEAST CORNER OF A BOX
 PP1800'CULVERT, BRIDGE NO. 8839, AT T.H. 169 MILE MARK 92.8.  NW 1/4 SECTION
 PP1800'5, T 113N, R 24W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1801 ***********************************************************************
 PP1801  DESIGNATION -  7008 F
 PP1801  PID         -  PP1801
 PP1801  STATE/COUNTY-  MN/SCOTT
 PP1801  USGS QUAD   -  JORDAN WEST (1981)
 PP1801
 PP1801                         *CURRENT SURVEY CONTROL
 PP1801  ___________________________________________________________________
 PP1801* NAD 83(1986)-  44 37 55.     (N)    093 44 00.     (W)     SCALED    
 PP1801* NAVD 88     -       258.175  (meters)     847.03   (feet)  ADJUSTED  
 PP1801  ___________________________________________________________________
 PP1801  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 PP1801  DYNAMIC HT  -         258.158 (meters)     846.97  (feet)  COMP
 PP1801  MODELED GRAV-     980,543.2   (mgal)                       NAVD 88
 PP1801
 PP1801  VERT ORDER  -  SECOND    CLASS 0
 PP1801
 PP1801.The horizontal coordinates were scaled from a topographic map and have
 PP1801.an estimated accuracy of +/- 6 seconds.
 PP1801
 PP1801.The orthometric height was determined by differential leveling
 PP1801.and adjusted by the National Geodetic Survey in June 1991..
 PP1801
 PP1801.The geoid height was determined by GEOID03.
 PP1801
 PP1801.The dynamic height is computed by dividing the NAVD 88
 PP1801.geopotential number by the normal gravity value computed on the
 PP1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1801.degrees latitude (g = 980.6199 gals.).
 PP1801
 PP1801.The modeled gravity was interpolated from observed gravity values.
 PP1801
 PP1801;                    North         East    Units  Estimated Accuracy
 PP1801;SPC MN S     -   281,360.      821,160.      MT  (+/- 180 meters Scaled)
 PP1801
 PP1801                          SUPERSEDED SURVEY CONTROL
 PP1801
 PP1801  NGVD 29 (??/??/92)  258.140  (m)          846.91   (f) ADJ UNCH    2 0
 PP1801
 PP1801.Superseded values are not recommended for survey control.
 PP1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1801.See file dsdata.txt to determine how the superseded data were derived.
 PP1801
 PP1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK418423(NAD 83)
 PP1801_MARKER: DD = SURVEY DISK
 PP1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1801_STAMPING: 7008-F 1972
 PP1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1801+STABILITY: SURFACE MOTION
 PP1801
 PP1801  HISTORY     - Date     Condition        Report By
 PP1801  HISTORY     - 1972     MONUMENTED       MNDT
 PP1801  HISTORY     - 1973     GOOD             MNDT
 PP1801
 PP1801                          STATION DESCRIPTION
 PP1801
 PP1801'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1801'2.0 MI NE FROM BELLE PLAINE.
 PP1801'THE MARK IS 2.0 MILES NORTHEAST MEASURED ALONG T.H. 169 FROM ITS
 PP1801'JUNCTION WITH T.H. 25 AT BELLE PLAINE.  IT IS 73 FEET WEST OF
 PP1801'SOUTHBOUND T.H. 169 STATION 897+35, 55 FEET EAST OF TOWNSHIP ROAD,
 PP1801'(OLD T.H. 169), 17 FEET NORTH OF POWER POLE NO. 106.  IT IS A STANDARD
 PP1801'DISK IN A 6 FOOT PRECAST REINFORCED CONCRETE POST, 1.1 FEET EAST OF A
 PP1801'STEEL WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF T.H. 169, AT T.H. 169
 PP1801'MILE MARK 93.3, SET ABOUT 3 INCHES BELOW GROUND.  SE 1/4 SECTION 32, T
 PP1801'114N, R 24W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1803 ***********************************************************************
 PP1803  DESIGNATION -  7008 G
 PP1803  PID         -  PP1803
 PP1803  STATE/COUNTY-  MN/SCOTT
 PP1803  USGS QUAD   -  JORDAN WEST (1981)
 PP1803
 PP1803                         *CURRENT SURVEY CONTROL
 PP1803  ___________________________________________________________________
 PP1803* NAD 83(1996)-  44 38 25.62795(N)    093 43 02.19804(W)     ADJUSTED  
 PP1803* NAVD 88     -       246.551  (meters)     808.89   (feet)  ADJUSTED  
 PP1803  ___________________________________________________________________
 PP1803  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 PP1803  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 PP1803  DYNAMIC HT  -         246.535 (meters)     808.84  (feet)  COMP
 PP1803  MODELED GRAV-     980,545.5   (mgal)                       NAVD 88
 PP1803
 PP1803  HORZ ORDER  -  SECOND
 PP1803  VERT ORDER  -  SECOND    CLASS 0
 PP1803
 PP1803.The horizontal coordinates were established by classical geodetic methods
 PP1803.and adjusted by the National Geodetic Survey in March 1999..
 PP1803
 PP1803.The orthometric height was determined by differential leveling
 PP1803.and adjusted by the National Geodetic Survey in June 1991..
 PP1803
 PP1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1803
 PP1803.The geoid height was determined by GEOID03.
 PP1803
 PP1803.The dynamic height is computed by dividing the NAVD 88
 PP1803.geopotential number by the normal gravity value computed on the
 PP1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1803.degrees latitude (g = 980.6199 gals.).
 PP1803
 PP1803.The modeled gravity was interpolated from observed gravity values.
 PP1803
 PP1803;                    North         East     Units Scale Factor Converg.
 PP1803;SPC MN S     -   282,312.072   822,429.043   MT  0.99992497   +0 11 53.4
 PP1803;UTM  15      - 4,943,260.659   443,115.118   MT  0.99963979   -0 30 14.4
 PP1803
 PP1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1803!SPC MN S     -   0.99996561  x   0.99992497  =   0.99989058
 PP1803!UTM  15      -   0.99996561  x   0.99963979  =   0.99960541
 PP1803
 PP1803:                Primary Azimuth Mark                     Grid Az
 PP1803:SPC MN S     -  BEASON                                   058 27 50.4
 PP1803:UTM  15      -  BEASON                                   059 09 58.2
 PP1803
 PP1803|---------------------------------------------------------------------|
 PP1803| PID    Reference Object                     Distance      Geod. Az  |
 PP1803|                                                           dddmmss.s |
 PP1803| PP3044 BEASON                              APPROX. 1.6 KM 0583943.8 |
 PP1803|---------------------------------------------------------------------|
 PP1803
 PP1803                          SUPERSEDED SURVEY CONTROL
 PP1803
 PP1803  NAD 83(1986)-  44 38 25.62200(N)    093 43 02.19420(W) AD(       ) 2
 PP1803  NAD 27      -  44 38 25.75401(N)    093 43 01.33520(W) AD(       ) 2
 PP1803  NGVD 29 (??/??/92)  246.518  (m)          808.78   (f) ADJ UNCH    2 0
 PP1803
 PP1803.Superseded values are not recommended for survey control.
 PP1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1803.See file dsdata.txt to determine how the superseded data were derived.
 PP1803
 PP1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4311543261(NAD 83)
 PP1803_MARKER: DB = BENCH MARK DISK
 PP1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1803_STAMPING: 7008 G 1972
 PP1803_MARK LOGO: MNHD  
 PP1803_PROJECTION: PROJECTING 8 CENTIMETERS
 PP1803_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1803+STABILITY: SURFACE MOTION
 PP1803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1803+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 PP1803
 PP1803  HISTORY     - Date     Condition        Report By
 PP1803  HISTORY     - 1972     MONUMENTED       MNHD
 PP1803  HISTORY     - 1973     GOOD             MNDT
 PP1803  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 PP1803  HISTORY     - 20050531 POOR             MNDT
 PP1803  HISTORY     - 20050816 POOR             MNDT
 PP1803
 PP1803                          STATION DESCRIPTION
 PP1803
 PP1803'DESCRIBED BY MN HIGHWAY DEPT 1972 (DKH)
 PP1803'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF THE TOWN OF BELLE
 PP1803'PLAINE, IN THE NW 1/4 OF SECTION 33, T114N, R24W, ON THE WEST SIDE OF
 PP1803'TRUNK HIGHWAY 169 AT MILEPOINT 94.3.
 PP1803'
 PP1803'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 PP1803'HIGHWAY 25 AT BELLE PLAINE, GO NORTHEAST ON TRUNK HIGHWAY 169 FOR 3.0
 PP1803'MILES TO THE STATION ON THE LEFT.
 PP1803'
 PP1803'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK
 PP1803'STAMPED---7008 G 1972---, IS SET IN THE TOP OF A 6 INCH ROUND MAGNETIC
 PP1803'PRECAST CONCRETE POST THAT IS BURIED 0.3 FOOT BELOW THE SURFACE OF THE
 PP1803'GROUND.  THE MARK IS 0.5 MILE NORTHEAST OF COUNTY ROAD 57, 109 FEET
 PP1803'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF TRUNK HIGHWAY 169 AT
 PP1803'STATION 955+08, 43 FEET EAST OF THE NORTH END OF A GATE, 10 FEET NORTH
 PP1803'OF THE CENTER OF A FIELD ENTRANCE, 4 FEET NORTH OF A SCENIC EASEMENT
 PP1803'CORNER, ABOUT LEVEL WITH TRUNK HIGHWAY 169, AND 4.0 FEET NORTH OF A
 PP1803'STEEL WITNESS POST.  NO UNDERGROUND MARK WAS SET FOR THIS STATION.
 PP1803
 PP1803                          STATION RECOVERY (1973)
 PP1803
 PP1803'RECOVERY NOTE BY MN DEPT OF TRANSP 1973
 PP1803'3.0 MI NE FROM BELLE PLAINE.
 PP1803'THE MARK IS 3.0 MILES NORTHEAST MEASURED ALONG T.H. 169 FROM ITS
 PP1803'JUNCTION WITH T.H. 25 AT BELLE PLAINE.  IT IS 4.4 MILES SOUTHWEST OF
 PP1803'THE JUNCTION OF T.H. 169 AND T.H. 282 IN JORDAN, MINNESOTA, 0.5 MILE
 PP1803'NORTHEAST OF COUNTY ROAD NO. 57, 109 FEET WEST OF SOUTHBOUND T.H. 169
 PP1803'STATION 955+08, 43 FEET EAST OF THE NORTH END OF A GATE, 10 FEET NORTH
 PP1803'OF FIELD ENTRANCE, 4 FEET NORTH OF SCENIC EASEMENT CORNER.  IT IS A
 PP1803'STANDARD DISK IN A 6 FOOT PRECAST REINFORCED CONCRETE POST, 4.0 FEET
 PP1803'NORTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH T.H. 169, AT T.H. 169
 PP1803'MILE MARK 94.3, SET ABOUT 4 INCHES BELOW GROUND.  NW 1/4 SECTION 33, T
 PP1803'114N, R 24W.
 PP1803
 PP1803                          STATION RECOVERY (2002)
 PP1803
 PP1803'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1803'MARK NOT FOUND.
 PP1803
 PP1803                          STATION RECOVERY (2005)
 PP1803
 PP1803'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (XCL)
 PP1803'3.0 MILES NORTHEAST OF BELLE PLAINE, AT TRUNK HIGHWAY 169 MILEPOINT
 PP1803'94.3, 0.5 MILES NORTHEAST OF COUNTY ROAD 57, 109 FEET WEST OF
 PP1803'SOUTHBOUND TRUNK HIGHWAY 169, 15 FEET NORTH OF DRIVEWAY TO HOUSE
 PP1803'NUMBER 21216, 24 FEET WEST OF FENCE CORNER, 4.0 FEET NORTH OF SCENIC
 PP1803'EASEMENT CORNER, 1.0 FEET SOUTH OF WITNESS POST
 PP1803
 PP1803                          STATION RECOVERY (2005)
 PP1803
 PP1803'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GF)
 PP1803'3.0 MILES NORTHEAST OF BELLE PLAINE, AT TRUNK HIGHWAY 169 MILEPOINT
 PP1803'94.3, 0.5 MILES NORTHEAST OF COUNTY ROAD 57, 109 FEET WEST OF
 PP1803'SOUTHBOUND TRUNK HIGHWAY 169, 15 FEET NORTH OF DRIVEWAY TO HOUSE
 PP1803'NUMBER 21216, 24 FEET WEST OF FENCE CORNER, 4.0 FEET NORTH OF SCENIC
 PP1803'EASEMENT CORNER, 1.0 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1804 ***********************************************************************
 PP1804  DESIGNATION -  7008 H
 PP1804  PID         -  PP1804
 PP1804  STATE/COUNTY-  MN/SCOTT
 PP1804  USGS QUAD   -  JORDAN WEST (1981)
 PP1804
 PP1804                         *CURRENT SURVEY CONTROL
 PP1804  ___________________________________________________________________
 PP1804* NAD 83(1986)-  44 38 47.     (N)    093 42 21.     (W)     SCALED    
 PP1804* NAVD 88     -       232.689  (meters)     763.41   (feet)  ADJUSTED  
 PP1804  ___________________________________________________________________
 PP1804  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 PP1804  DYNAMIC HT  -         232.674 (meters)     763.36  (feet)  COMP
 PP1804  MODELED GRAV-     980,547.8   (mgal)                       NAVD 88
 PP1804
 PP1804  VERT ORDER  -  SECOND    CLASS 0
 PP1804
 PP1804.The horizontal coordinates were scaled from a topographic map and have
 PP1804.an estimated accuracy of +/- 6 seconds.
 PP1804
 PP1804.The orthometric height was determined by differential leveling
 PP1804.and adjusted by the National Geodetic Survey in June 1991..
 PP1804
 PP1804.The geoid height was determined by GEOID03.
 PP1804
 PP1804.The dynamic height is computed by dividing the NAVD 88
 PP1804.geopotential number by the normal gravity value computed on the
 PP1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1804.degrees latitude (g = 980.6199 gals.).
 PP1804
 PP1804.The modeled gravity was interpolated from observed gravity values.
 PP1804
 PP1804;                    North         East    Units  Estimated Accuracy
 PP1804;SPC MN S     -   282,980.      823,340.      MT  (+/- 180 meters Scaled)
 PP1804
 PP1804                          SUPERSEDED SURVEY CONTROL
 PP1804
 PP1804  NGVD 29 (??/??/92)  232.657  (m)          763.31   (f) ADJ UNCH    2 0
 PP1804
 PP1804.Superseded values are not recommended for survey control.
 PP1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1804.See file dsdata.txt to determine how the superseded data were derived.
 PP1804
 PP1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK440439(NAD 83)
 PP1804_MARKER: DB = BENCH MARK DISK
 PP1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1804_STAMPING: 7008 H 1972
 PP1804_MARK LOGO: MNHD  
 PP1804_PROJECTION: RECESSED 20 CENTIMETERS
 PP1804_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1804+STABILITY: SURFACE MOTION
 PP1804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1804+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 PP1804
 PP1804  HISTORY     - Date     Condition        Report By
 PP1804  HISTORY     - 1972     MONUMENTED       MNHD
 PP1804  HISTORY     - 1973     GOOD             MNDT
 PP1804  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 PP1804  HISTORY     - 20050816 GOOD             MNDT
 PP1804
 PP1804                          STATION DESCRIPTION
 PP1804
 PP1804'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1804'3.8 MI SW FROM JORDAN.
 PP1804'THE MARK IS 3.8 MILES SOUTHWEST MEASURED ALONG T.H. 169 FROM ITS
 PP1804'JUNCTION WITH T.H. 282 IN JORDAN.  IT IS 1.2 MILES NORTHEAST OF COUNTY
 PP1804'ROAD NO. 57, 63 FEET WEST OF SOUTHBOUND T.H. 169 STATION 990+66, 54
 PP1804'FEET NORTH OF WEST END OF A CULVERT, 15 FEET SOUTHEAST OF A POWER
 PP1804'POLE, 10 FEET EAST OF A FENCE.  IT IS A STANDARD DISK IN A 6 FOOT
 PP1804'PRECAST REINFORCED CONCRETE POST, 1.0 FOOT EAST OF A STEEL WITNESS
 PP1804'POST, AT T.H. 169 MILE MARK 95.0, SET ABOUT 8 INCHES BELOW GROUND. SW
 PP1804'1/4 SECTION 27, T 114N, R 24W.
 PP1804
 PP1804                          STATION RECOVERY (2002)
 PP1804
 PP1804'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1804'MARK NOT FOUND.
 PP1804
 PP1804                          STATION RECOVERY (2005)
 PP1804
 PP1804'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GF)
 PP1804'3.68 MILES SOUTHWEST OF JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 PP1804'HIGHWAY 282 AT JORDAN, 1.2 MILES NORTHEAST OF COUNTY ROAD 57, 63 FEET
 PP1804'NORTH-NORTHWEST OF SOUTHBOUND TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169
 PP1804'MILEPOINT 95.0, 54 FEET NORTH OF CULVERT, 40.3 FEET NORTH-NORTHWEST OF
 PP1804'STEEL GUARD RAIL, NEAR EMMA KRUMBEE BILLBOARD, 15 FEET SOUTH OF POWER
 PP1804'POLE, 25 FEET NORTHEAST OF DITCH, 0.7 FEET SOUTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1805 ***********************************************************************
 PP1805  DESIGNATION -  7008 I
 PP1805  PID         -  PP1805
 PP1805  STATE/COUNTY-  MN/SCOTT
 PP1805  USGS QUAD   -  JORDAN WEST (1981)
 PP1805
 PP1805                         *CURRENT SURVEY CONTROL
 PP1805  ___________________________________________________________________
 PP1805* NAD 83(1986)-  44 39 00.     (N)    093 41 46.     (W)     SCALED    
 PP1805* NAVD 88     -       234.180  (meters)     768.31   (feet)  ADJUSTED  
 PP1805  ___________________________________________________________________
 PP1805  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 PP1805  DYNAMIC HT  -         234.165 (meters)     768.26  (feet)  COMP
 PP1805  MODELED GRAV-     980,549.4   (mgal)                       NAVD 88
 PP1805
 PP1805  VERT ORDER  -  SECOND    CLASS 0
 PP1805
 PP1805.The horizontal coordinates were scaled from a topographic map and have
 PP1805.an estimated accuracy of +/- 6 seconds.
 PP1805
 PP1805.The orthometric height was determined by differential leveling
 PP1805.and adjusted by the National Geodetic Survey in June 1991..
 PP1805
 PP1805.The geoid height was determined by GEOID03.
 PP1805
 PP1805.The dynamic height is computed by dividing the NAVD 88
 PP1805.geopotential number by the normal gravity value computed on the
 PP1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1805.degrees latitude (g = 980.6199 gals.).
 PP1805
 PP1805.The modeled gravity was interpolated from observed gravity values.
 PP1805
 PP1805;                    North         East    Units  Estimated Accuracy
 PP1805;SPC MN S     -   283,380.      824,100.      MT  (+/- 180 meters Scaled)
 PP1805
 PP1805                          SUPERSEDED SURVEY CONTROL
 PP1805
 PP1805  NGVD 29 (??/??/92)  234.146  (m)          768.19   (f) ADJ UNCH    2 0
 PP1805
 PP1805.Superseded values are not recommended for survey control.
 PP1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1805.See file dsdata.txt to determine how the superseded data were derived.
 PP1805
 PP1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK448443(NAD 83)
 PP1805_MARKER: DD = SURVEY DISK
 PP1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1805_STAMPING: 7008 I 1972
 PP1805_MARK LOGO: MNHD  
 PP1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1805+STABILITY: SURFACE MOTION
 PP1805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1805+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 PP1805
 PP1805  HISTORY     - Date     Condition        Report By
 PP1805  HISTORY     - 1972     MONUMENTED       MNHD
 PP1805  HISTORY     - 1973     GOOD             MNDT
 PP1805  HISTORY     - 20021023 GOOD             USPSQD
 PP1805  HISTORY     - 20050816 GOOD             MNDT
 PP1805
 PP1805                          STATION DESCRIPTION
 PP1805
 PP1805'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1805'3.3 MI SW FROM JORDAN.
 PP1805'THE MARK IS 3.3 MILES SOUTHWEST MEASURED ALONG T.H. 169 FROM ITS
 PP1805'JUNCTION WITH T.H. 282 IN JORDAN.  IT IS 1.3 MILES SOUTHWEST OF COUNTY
 PP1805'ROAD NO. 59, 28 FEET WEST OF NORTHBOUND T.H. 169 STATION 1019+57, IN
 PP1805'THE MEDIAN OF T.H. 169.  IT IS A STANDARD DISK IN A 6 FOOT PRECAST
 PP1805'REINFORCED CONCRETE POST, 1.0 FOOT NORTH OF A STEEL WITNESS POST,
 PP1805'ABOUT 2 FEET BELOW THE LEVEL OF T.H. 169, AT T.H. 169 MILE MARK 95.5.
 PP1805'SW 1/4 SECTION 27, T 114N, R 24W.
 PP1805
 PP1805                          STATION RECOVERY (2002)
 PP1805
 PP1805'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1805'RECOVERED IN GOOD CONDITION.
 PP1805
 PP1805                          STATION RECOVERY (2005)
 PP1805
 PP1805'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GF)
 PP1805'3.3 MILES SOUTHWEST OF JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 PP1805'282 AT JORDAN, 1.15 MILES SOUTHWEST OF COUNTY ROAD 59, 28 FEET WEST OF
 PP1805'NORTHBOUND TRUNK HIGHWAY 169, IN MEDIAN, 3 FEET WEST OF CENTER OF
 PP1805'DITCH AND CULVERT UNDER HIGHWAY, AT TRUNK HIGHWAY 169 MILEPOINT 95.5,
 PP1805'1.0 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1806 ***********************************************************************
 PP1806  DESIGNATION -  7008 J
 PP1806  PID         -  PP1806
 PP1806  STATE/COUNTY-  MN/SCOTT
 PP1806  USGS QUAD   -  JORDAN WEST (1981)
 PP1806
 PP1806                         *CURRENT SURVEY CONTROL
 PP1806  ___________________________________________________________________
 PP1806* NAD 83(1986)-  44 39 13.     (N)    093 41 10.     (W)     SCALED    
 PP1806* NAVD 88     -       230.612  (meters)     756.60   (feet)  ADJUSTED  
 PP1806  ___________________________________________________________________
 PP1806  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 PP1806  DYNAMIC HT  -         230.598 (meters)     756.55  (feet)  COMP
 PP1806  MODELED GRAV-     980,551.2   (mgal)                       NAVD 88
 PP1806
 PP1806  VERT ORDER  -  SECOND    CLASS 0
 PP1806
 PP1806.The horizontal coordinates were scaled from a topographic map and have
 PP1806.an estimated accuracy of +/- 6 seconds.
 PP1806
 PP1806.The orthometric height was determined by differential leveling
 PP1806.and adjusted by the National Geodetic Survey in June 1991..
 PP1806
 PP1806.The geoid height was determined by GEOID03.
 PP1806
 PP1806.The dynamic height is computed by dividing the NAVD 88
 PP1806.geopotential number by the normal gravity value computed on the
 PP1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1806.degrees latitude (g = 980.6199 gals.).
 PP1806
 PP1806.The modeled gravity was interpolated from observed gravity values.
 PP1806
 PP1806;                    North         East    Units  Estimated Accuracy
 PP1806;SPC MN S     -   283,780.      824,900.      MT  (+/- 180 meters Scaled)
 PP1806
 PP1806                          SUPERSEDED SURVEY CONTROL
 PP1806
 PP1806  NGVD 29 (??/??/92)  230.578  (m)          756.49   (f) ADJ UNCH    2 0
 PP1806
 PP1806.Superseded values are not recommended for survey control.
 PP1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1806.See file dsdata.txt to determine how the superseded data were derived.
 PP1806
 PP1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK455447(NAD 83)
 PP1806_MARKER: DD = SURVEY DISK
 PP1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1806_STAMPING: 7008-J 1972
 PP1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1806+STABILITY: SURFACE MOTION
 PP1806
 PP1806  HISTORY     - Date     Condition        Report By
 PP1806  HISTORY     - 1972     MONUMENTED       MNDT
 PP1806  HISTORY     - 1973     GOOD             MNDT
 PP1806  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 PP1806
 PP1806                          STATION DESCRIPTION
 PP1806
 PP1806'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1806'2.7 MI SW FROM JORDAN.
 PP1806'THE MARK IS 2.7 MILES SOUTHWEST MEASURED ALONG T.H. 169 FROM ITS
 PP1806'JUNCTION WITH T.H. 282 AT JORDAN.  IT IS 0.7 MILE SOUTHWEST OF COUNTY
 PP1806'ROAD NO. 59, 66 FEET WEST OF SOUTHBOUND T.H. 169 STATION 1049+87, 29
 PP1806'FEET SOUTH OF FIELD ENTRANCE, 11 FEET SOUTHEAST OF POWER POLE, 8 FEET
 PP1806'EAST OF FENCE.  IT IS A STANDARD DISK IN A 6 FOOT PRECAST REINFORCED
 PP1806'CONCRETE POST, 1.0 FOOT EAST OF A STEEL WITNESS POST, AT T.H. 169 MILE
 PP1806'MARK 96.1, SET ABOUT 10 INCHES BELOW GROUND.  NE 1/4 SECTION 27, T
 PP1806'114N, R 24W.
 PP1806
 PP1806                          STATION RECOVERY (2002)
 PP1806
 PP1806'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1806'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1808 ***********************************************************************
 PP1808  DESIGNATION -  7008 K
 PP1808  PID         -  PP1808
 PP1808  STATE/COUNTY-  MN/SCOTT
 PP1808  USGS QUAD   -  JORDAN WEST (1981)
 PP1808
 PP1808                         *CURRENT SURVEY CONTROL
 PP1808  ___________________________________________________________________
 PP1808* NAD 83(1986)-  44 39 46.     (N)    093 39 37.     (W)     SCALED    
 PP1808* NAVD 88     -       228.881  (meters)     750.92   (feet)  ADJUSTED  
 PP1808  ___________________________________________________________________
 PP1808  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 PP1808  DYNAMIC HT  -         228.869 (meters)     750.88  (feet)  COMP
 PP1808  MODELED GRAV-     980,556.8   (mgal)                       NAVD 88
 PP1808
 PP1808  VERT ORDER  -  SECOND    CLASS 0
 PP1808
 PP1808.The horizontal coordinates were scaled from a topographic map and have
 PP1808.an estimated accuracy of +/- 6 seconds.
 PP1808
 PP1808.The orthometric height was determined by differential leveling
 PP1808.and adjusted by the National Geodetic Survey in June 1991..
 PP1808
 PP1808.The geoid height was determined by GEOID03.
 PP1808
 PP1808.The dynamic height is computed by dividing the NAVD 88
 PP1808.geopotential number by the normal gravity value computed on the
 PP1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1808.degrees latitude (g = 980.6199 gals.).
 PP1808
 PP1808.The modeled gravity was interpolated from observed gravity values.
 PP1808
 PP1808;                    North         East    Units  Estimated Accuracy
 PP1808;SPC MN S     -   284,810.      826,940.      MT  (+/- 180 meters Scaled)
 PP1808
 PP1808                          SUPERSEDED SURVEY CONTROL
 PP1808
 PP1808  NGVD 29 (??/??/92)  228.846  (m)          750.81   (f) ADJ UNCH    2 0
 PP1808
 PP1808.Superseded values are not recommended for survey control.
 PP1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1808.See file dsdata.txt to determine how the superseded data were derived.
 PP1808
 PP1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK476457(NAD 83)
 PP1808_MARKER: DD = SURVEY DISK
 PP1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1808_STAMPING: 7008-K 1972
 PP1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1808+STABILITY: SURFACE MOTION
 PP1808
 PP1808  HISTORY     - Date     Condition        Report By
 PP1808  HISTORY     - 1972     MONUMENTED       MNDT
 PP1808  HISTORY     - 1973     GOOD             MNDT
 PP1808  HISTORY     - 20021023 GOOD             USPSQD
 PP1808
 PP1808                          STATION DESCRIPTION
 PP1808
 PP1808'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1808'1.1 MI SW FROM JORDAN.
 PP1808'THE MARK IS 1.1 MILES SOUTHWEST MEASURED ALONG T.H. 169 FROM ITS
 PP1808'JUNCTION WITH T.H. 282 IN JORDAN.  IT IS 0.9 MILE NORTHEAST OF COUNTY
 PP1808'ROAD NO. 59, 221 FEET SOUTHWEST OF A FARM ENTRANCE, 73 FEET WEST OF
 PP1808'SOUTHBOUND T.H. 169 STATION 1129+45, 40 FEET NORTH OF A CATTLE PASS, 7
 PP1808'FEET EAST OF EAST LEG OF MIDWEST SIGN, 3 FEET EAST OF FENCE.  IT IS A
 PP1808'STANDARD DISK IN A 6 FOOT PRECAST REINFORCED CONCRETE POST, 1.0 FOOT
 PP1808'EAST OF A STEEL WITNESS POST, AT T.H. 169 MILE MARK 97.7, PROJECTING 3
 PP1808'INCHES ABOVE GROUND.  SW 1/4 SECTION 24, T 114N, R 24W.
 PP1808
 PP1808                          STATION RECOVERY (2002)
 PP1808
 PP1808'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1809 ***********************************************************************
 PP1809  DESIGNATION -  7008 L
 PP1809  PID         -  PP1809
 PP1809  STATE/COUNTY-  MN/SCOTT
 PP1809  USGS QUAD   -  JORDAN WEST (1981)
 PP1809
 PP1809                         *CURRENT SURVEY CONTROL
 PP1809  ___________________________________________________________________
 PP1809* NAD 83(1986)-  44 39 57.     (N)    093 39 13.     (W)     SCALED    
 PP1809* NAVD 88     -       230.729  (meters)     756.98   (feet)  ADJUSTED  
 PP1809  ___________________________________________________________________
 PP1809  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 PP1809  DYNAMIC HT  -         230.717 (meters)     756.94  (feet)  COMP
 PP1809  MODELED GRAV-     980,558.5   (mgal)                       NAVD 88
 PP1809
 PP1809  VERT ORDER  -  SECOND    CLASS 0
 PP1809
 PP1809.The horizontal coordinates were scaled from a topographic map and have
 PP1809.an estimated accuracy of +/- 6 seconds.
 PP1809
 PP1809.The orthometric height was determined by differential leveling
 PP1809.and adjusted by the National Geodetic Survey in June 1991..
 PP1809
 PP1809.The geoid height was determined by GEOID03.
 PP1809
 PP1809.The dynamic height is computed by dividing the NAVD 88
 PP1809.geopotential number by the normal gravity value computed on the
 PP1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1809.degrees latitude (g = 980.6199 gals.).
 PP1809
 PP1809.The modeled gravity was interpolated from observed gravity values.
 PP1809
 PP1809;                    North         East    Units  Estimated Accuracy
 PP1809;SPC MN S     -   285,150.      827,470.      MT  (+/- 180 meters Scaled)
 PP1809
 PP1809                          SUPERSEDED SURVEY CONTROL
 PP1809
 PP1809  NGVD 29 (??/??/92)  230.694  (m)          756.87   (f) ADJ UNCH    2 0
 PP1809
 PP1809.Superseded values are not recommended for survey control.
 PP1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1809.See file dsdata.txt to determine how the superseded data were derived.
 PP1809
 PP1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK481460(NAD 83)
 PP1809_MARKER: DD = SURVEY DISK
 PP1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1809_STAMPING: 7008-L 1972
 PP1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1809+STABILITY: SURFACE MOTION
 PP1809
 PP1809  HISTORY     - Date     Condition        Report By
 PP1809  HISTORY     - 1972     MONUMENTED       MNDT
 PP1809  HISTORY     - 1973     GOOD             MNDT
 PP1809  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 PP1809
 PP1809                          STATION DESCRIPTION
 PP1809
 PP1809'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1809'0.8 MI SW FROM JORDAN.
 PP1809'THE MARK IS 0.8 MILE SOUTHWEST MEASURED ALONG T.H. 169 FROM ITS
 PP1809'JUNCTION WITH T.H. 282 IN JORDAN.  IT IS 0.3 MILE SOUTHWEST OF A
 PP1809'TOWNSHIP ROAD WEST, 144 FEET WEST OF SOUTHBOUND T.H. 169 STATION
 PP1809'1149+54, 59 FEET EAST OF CHICAGO AND NORTHWESTERN RAILROAD, 23 FEET
 PP1809'SOUTH OF FIELD ENTRANCE, 18 FEET EAST OF A TELEPHONE POLE.  IT IS A
 PP1809'STANDARD DISK IN A 6 FOOT PRECAST REINFORCED CONCRETE POST, 1.0 FEET
 PP1809'EAST OF A STEEL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF T.H.
 PP1809'169, AT T.H. 169 MILE MARK 98.0, SET FLUSH WITH THE GROUND.  SE 1/4
 PP1809'SECTION 24, T 114N, R 24W.
 PP1809
 PP1809                          STATION RECOVERY (2002)
 PP1809
 PP1809'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1809'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1810 ***********************************************************************
 PP1810  DESIGNATION -  7008 M
 PP1810  PID         -  PP1810
 PP1810  STATE/COUNTY-  MN/SCOTT
 PP1810  USGS QUAD   -  JORDAN WEST (1981)
 PP1810
 PP1810                         *CURRENT SURVEY CONTROL
 PP1810  ___________________________________________________________________
 PP1810* NAD 83(1986)-  44 40 12.     (N)    093 38 31.     (W)     SCALED    
 PP1810* NAVD 88     -       228.298  (meters)     749.01   (feet)  ADJUSTED  
 PP1810  ___________________________________________________________________
 PP1810  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 PP1810  DYNAMIC HT  -         228.287 (meters)     748.97  (feet)  COMP
 PP1810  MODELED GRAV-     980,561.1   (mgal)                       NAVD 88
 PP1810
 PP1810  VERT ORDER  -  SECOND    CLASS 0
 PP1810
 PP1810.The horizontal coordinates were scaled from a topographic map and have
 PP1810.an estimated accuracy of +/- 6 seconds.
 PP1810
 PP1810.The orthometric height was determined by differential leveling
 PP1810.and adjusted by the National Geodetic Survey in June 1991..
 PP1810
 PP1810.The geoid height was determined by GEOID03.
 PP1810
 PP1810.The dynamic height is computed by dividing the NAVD 88
 PP1810.geopotential number by the normal gravity value computed on the
 PP1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1810.degrees latitude (g = 980.6199 gals.).
 PP1810
 PP1810.The modeled gravity was interpolated from observed gravity values.
 PP1810
 PP1810;                    North         East    Units  Estimated Accuracy
 PP1810;SPC MN S     -   285,620.      828,390.      MT  (+/- 180 meters Scaled)
 PP1810
 PP1810                          SUPERSEDED SURVEY CONTROL
 PP1810
 PP1810  NGVD 29 (??/??/92)  228.263  (m)          748.89   (f) ADJ UNCH    2 0
 PP1810
 PP1810.Superseded values are not recommended for survey control.
 PP1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1810.See file dsdata.txt to determine how the superseded data were derived.
 PP1810
 PP1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK491464(NAD 83)
 PP1810_MARKER: DD = SURVEY DISK
 PP1810_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP1810_SP_SET: CULVERT
 PP1810_STAMPING: 7008 M 1972
 PP1810_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1810
 PP1810  HISTORY     - Date     Condition        Report By
 PP1810  HISTORY     - 1972     MONUMENTED       MNDT
 PP1810  HISTORY     - 1976     GOOD             MNDT
 PP1810  HISTORY     - 1980     GOOD             MNDT
 PP1810  HISTORY     - 20021023 GOOD             USPSQD
 PP1810
 PP1810                          STATION DESCRIPTION
 PP1810
 PP1810'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP1810'IN JORDAN.
 PP1810'IT IS LOCATED 0.1 MILE SOUTHWEST ALONG TRUNK HIGHWAY 169 FROM THE
 PP1810'JUNCTION OF TRUNK HIGHWAYS 169 AND 282 IN JORDAN.  IT IS AT TRUNK
 PP1810'HIGHWAY 169 MILEPOINT 98.6.  IT IS 30 FEET EAST OF AND ABOUT 4.5 FEET
 PP1810'LOWER THAN THE CENTERLINE OF NORTH-BOUND TRUNK HIGHWAY 169 AT
 PP1810'ENGINEERS STATION 1179+96.  IT IS SET IN THE SOUTHEAST CORNER OF THE
 PP1810'HEADWALL OF A BOX CULVERT (BRIDGE NUMBER 8840 - TRUNK HIGHWAY 169 OVER
 PP1810'A SMALL STREAM).  NW 1/4, SEC 19, T 114N, R 23W.
 PP1810
 PP1810                          STATION RECOVERY (1980)
 PP1810
 PP1810'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1810'0.1 MILE SOUTHWEST ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH
 PP1810'TRUNK HIGHWAY 282 IN JORDAN IN THE NW 1/4 OF SECTION 19, T114N, R23W,
 PP1810'AT TRUNK HIGHWAY 169 MILEPOINT 98.6.  IT IS 30 FEET EAST OF AND ABOUT
 PP1810'4-1/2 FEET LOWER THAN THE CENTERLINE OF NORTHBOUND HIGHWAY 169 AT
 PP1810'ENGINEERS STATION 1179+96.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 PP1810'STAMPED---7008 M 1972---, IS SET IN THE NORTHEAST CORNER OF THE EAST
 PP1810'HEADWALL OF A BOX CULVERT, BRIDGE NUMBER 8840, HIGHWAY 169 OVER A
 PP1810'SMALL STREAM.
 PP1810
 PP1810                          STATION RECOVERY (2002)
 PP1810
 PP1810'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8096 ***********************************************************************
 AC8096  DESIGNATION -  7008 N
 AC8096  PID         -  AC8096
 AC8096  STATE/COUNTY-  MN/SCOTT
 AC8096  USGS QUAD   -  JORDAN WEST (1981)
 AC8096
 AC8096                         *CURRENT SURVEY CONTROL
 AC8096  ___________________________________________________________________
 AC8096* NAD 83(1986)-  44 40 24.     (N)    093 38 09.     (W)     SCALED    
 AC8096* NAVD 88     -       230.366  (meters)     755.79   (feet)  ADJUSTED  
 AC8096  ___________________________________________________________________
 AC8096  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AC8096  DYNAMIC HT  -         230.355 (meters)     755.76  (feet)  COMP
 AC8096  MODELED GRAV-     980,562.9   (mgal)                       NAVD 88
 AC8096
 AC8096  VERT ORDER  -  SECOND    CLASS I
 AC8096
 AC8096.The horizontal coordinates were scaled from a topographic map and have
 AC8096.an estimated accuracy of +/- 6 seconds.
 AC8096
 AC8096.The orthometric height was determined by differential leveling
 AC8096.and adjusted by the National Geodetic Survey in September 1997..
 AC8096
 AC8096.The geoid height was determined by GEOID03.
 AC8096
 AC8096.The dynamic height is computed by dividing the NAVD 88
 AC8096.geopotential number by the normal gravity value computed on the
 AC8096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8096.degrees latitude (g = 980.6199 gals.).
 AC8096
 AC8096.The modeled gravity was interpolated from observed gravity values.
 AC8096
 AC8096;                    North         East    Units  Estimated Accuracy
 AC8096;SPC MN S     -   285,990.      828,870.      MT  (+/- 180 meters Scaled)
 AC8096
 AC8096                          SUPERSEDED SURVEY CONTROL
 AC8096
 AC8096.No superseded survey control is available for this station.
 AC8096
 AC8096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK496468(NAD 83)
 AC8096_MARKER: DD = SURVEY DISK
 AC8096_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8096_SP_SET: BRIDGE ABUTMENT
 AC8096_STAMPING: 7008 N 1980
 AC8096_MARK LOGO: MNHD  
 AC8096_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8096
 AC8096  HISTORY     - Date     Condition        Report By
 AC8096  HISTORY     - 1980     MONUMENTED       MNHD
 AC8096  HISTORY     - 20021023 GOOD             USPSQD
 AC8096  HISTORY     - 20050608 GOOD             MNDT
 AC8096
 AC8096                          STATION DESCRIPTION
 AC8096
 AC8096'DESCRIBED BY MN HIGHWAY DEPT 1980 (EGS)
 AC8096'THE MARK IS LOCATED 0.25 MILE NORTH ALONG COUNTY ROAD 9 FROM ITS
 AC8096'JUNCTION WITH TRUNK HIGHWAYS 169 AND 282 IN JORDAN IN THE NW 1/4 OF
 AC8096'SECTION 19, T114N, R23W.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 AC8096'STAMPED---7008 N 1980---, IS SET IN THE NORTHEAST CORNER OF BRIDGE
 AC8096'NUMBER 70509, COUNTY ROAD 9 OVER SAND CREEK.
 AC8096
 AC8096                          STATION RECOVERY (2002)
 AC8096
 AC8096'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AC8096'NOT ON COUNTY RD. 9.  IT IS A NEW HIGHWAY AND .3 MILE WEST OF BRIDGE.
 AC8096
 AC8096                          STATION RECOVERY (2005)
 AC8096
 AC8096'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JC)
 AC8096'0.25 MILES NORTH OF JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 AC8096'282 AT JORDAN, IN NORTHEAST CORNER OF BRIDGE 70509 (SYNDICATE STREET)
 AC8096'OVER SAND CREEK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1819 ***********************************************************************
 PP1819  DESIGNATION -  7009 A
 PP1819  PID         -  PP1819
 PP1819  STATE/COUNTY-  MN/SCOTT
 PP1819  USGS QUAD   -  JORDAN EAST (1981)
 PP1819
 PP1819                         *CURRENT SURVEY CONTROL
 PP1819  ___________________________________________________________________
 PP1819* NAD 83(1986)-  44 41 06.     (N)    093 36 49.     (W)     SCALED    
 PP1819* NAVD 88     -       226.045  (meters)     741.62   (feet)  ADJUSTED  
 PP1819  ___________________________________________________________________
 PP1819  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 PP1819  DYNAMIC HT  -         226.035 (meters)     741.58  (feet)  COMP
 PP1819  MODELED GRAV-     980,568.9   (mgal)                       NAVD 88
 PP1819
 PP1819  VERT ORDER  -  SECOND    CLASS 0
 PP1819
 PP1819.The horizontal coordinates were scaled from a topographic map and have
 PP1819.an estimated accuracy of +/- 6 seconds.
 PP1819
 PP1819.The orthometric height was determined by differential leveling
 PP1819.and adjusted by the National Geodetic Survey in June 1991..
 PP1819
 PP1819.The geoid height was determined by GEOID03.
 PP1819
 PP1819.The dynamic height is computed by dividing the NAVD 88
 PP1819.geopotential number by the normal gravity value computed on the
 PP1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1819.degrees latitude (g = 980.6199 gals.).
 PP1819
 PP1819.The modeled gravity was interpolated from observed gravity values.
 PP1819
 PP1819;                    North         East    Units  Estimated Accuracy
 PP1819;SPC MN S     -   287,300.      830,630.      MT  (+/- 180 meters Scaled)
 PP1819
 PP1819                          SUPERSEDED SURVEY CONTROL
 PP1819
 PP1819  NGVD 29 (??/??/92)  226.012  (m)          741.51   (f) ADJ UNCH    2 0
 PP1819
 PP1819.Superseded values are not recommended for survey control.
 PP1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1819.See file dsdata.txt to determine how the superseded data were derived.
 PP1819
 PP1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK513481(NAD 83)
 PP1819_MARKER: DD = SURVEY DISK
 PP1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1819_STAMPING: 7009 A 1972
 PP1819_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1819+STABILITY: SURFACE MOTION
 PP1819
 PP1819  HISTORY     - Date     Condition        Report By
 PP1819  HISTORY     - 1972     MONUMENTED       MNDT
 PP1819  HISTORY     - 1976     GOOD             MNDT
 PP1819  HISTORY     - 1976     MARK NOT FOUND   USGS
 PP1819  HISTORY     - 1980     GOOD             MNDT
 PP1819  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 PP1819
 PP1819                          STATION DESCRIPTION
 PP1819
 PP1819'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP1819'1.8 MI NE FROM JORDAN.
 PP1819'IT IS LOCATED 1.8 MILES NORTHEAST ALONG TRUNK HIGHWAY 169 FROM THE
 PP1819'JUNCTION OF TRUNK HIGHWAYS 169 AND 282 IN JORDAN.  IT IS ALSO 0.2 MILE
 PP1819'SOUTHWEST ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH COUNTY ROAD
 PP1819'63.  IT IS AT TRUNK HIGHWAY 169 MILEPOINT 100.4.  IT IS IN THE MEDIAN
 PP1819'OF TRUNK HIGHWAY 169, 39 FEET WEST OF THE CENTERLINE OF THE NORTHBOUND
 PP1819'LANE OF TRUNK HIGHWAY 169 AT ENGINEERS STATION 327+00.  IT IS SET IN
 PP1819'THE TOP OF A 6 FOOT LONG PRECAST CONCRETE MONUMENT (MAGNETIC) THAT IS
 PP1819'FLUSH WITH THE SURFACE OF THE GROUND, AND IS 1.0 FOOT SOUTH OF A STEEL
 PP1819'WITNESS POST.  NE 1/4, SEC 17, T 114N, R 23W.
 PP1819
 PP1819                          STATION RECOVERY (1976)
 PP1819
 PP1819'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PP1819'MARK NOT FOUND.
 PP1819
 PP1819                          STATION RECOVERY (1980)
 PP1819
 PP1819'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1819'THE MARK WAS RECOVERED IN GOOD CONDITION 1.8 MILES NORTHEAST ALONG
 PP1819'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN,
 PP1819'IN THE NE 1/4 OF SECTION 17, T114N, R23W, IN THE MEDIAN BETWEEN THE
 PP1819'LANES OF TRUNK HIGHWAY 169 AT MILEPOINT 100.45 (STATION 327+00).  THE
 PP1819'MARK IS 39 FEET WEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF TRUNK
 PP1819'HIGHWAY 169, 8 FEET SOUTH OF A BEEHIVE MEDIAN DRAIN, AND 5.5 FEET
 PP1819'SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK
 PP1819'DISK STAMPED---7009 A 1972---, IS SET IN THE TOP OF A ROUND 6 FOOT
 PP1819'LONG MAGNETIC PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF
 PP1819'THE GROUND.
 PP1819
 PP1819                          STATION RECOVERY (2002)
 PP1819
 PP1819'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1821 ***********************************************************************
 PP1821  DESIGNATION -  7009 B
 PP1821  PID         -  PP1821
 PP1821  STATE/COUNTY-  MN/SCOTT
 PP1821  USGS QUAD   -  JORDAN EAST (1981)
 PP1821
 PP1821                         *CURRENT SURVEY CONTROL
 PP1821  ___________________________________________________________________
 PP1821* NAD 83(1986)-  44 41 18.     (N)    093 36 31.     (W)     SCALED    
 PP1821* NAVD 88     -       227.875  (meters)     747.62   (feet)  ADJUSTED  
 PP1821  ___________________________________________________________________
 PP1821  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 PP1821  DYNAMIC HT  -         227.865 (meters)     747.59  (feet)  COMP
 PP1821  MODELED GRAV-     980,570.1   (mgal)                       NAVD 88
 PP1821
 PP1821  VERT ORDER  -  SECOND    CLASS 0
 PP1821
 PP1821.The horizontal coordinates were scaled from a topographic map and have
 PP1821.an estimated accuracy of +/- 6 seconds.
 PP1821
 PP1821.The orthometric height was determined by differential leveling
 PP1821.and adjusted by the National Geodetic Survey in September 1997..
 PP1821
 PP1821.The geoid height was determined by GEOID03.
 PP1821
 PP1821.The dynamic height is computed by dividing the NAVD 88
 PP1821.geopotential number by the normal gravity value computed on the
 PP1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1821.degrees latitude (g = 980.6199 gals.).
 PP1821
 PP1821.The modeled gravity was interpolated from observed gravity values.
 PP1821
 PP1821;                    North         East    Units  Estimated Accuracy
 PP1821;SPC MN S     -   287,670.      831,020.      MT  (+/- 180 meters Scaled)
 PP1821
 PP1821                          SUPERSEDED SURVEY CONTROL
 PP1821
 PP1821  NAVD 88 (06/15/91)  227.870  (m)          747.60   (f) UNKNOWN     2 0
 PP1821  NGVD 29 (??/??/92)  227.837  (m)          747.50   (f) ADJ UNCH    2 0
 PP1821
 PP1821.Superseded values are not recommended for survey control.
 PP1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1821.See file dsdata.txt to determine how the superseded data were derived.
 PP1821
 PP1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK517485(NAD 83)
 PP1821_MARKER: DD = SURVEY DISK
 PP1821_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP1821_SP_SET: CULVERT
 PP1821_STAMPING: 7009 B 1972
 PP1821_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1821
 PP1821  HISTORY     - Date     Condition        Report By
 PP1821  HISTORY     - 1972     MONUMENTED       MNDT
 PP1821  HISTORY     - 1973     GOOD             MNDT
 PP1821  HISTORY     - 1980     GOOD             MNDT
 PP1821  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 PP1821
 PP1821                          STATION DESCRIPTION
 PP1821
 PP1821'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1821'2.2 MI NE FROM JORDAN.
 PP1821'THE MARK IS 2.2 MILES NORTHEAST MEASURED ALONG T.H. 169 FROM ITS
 PP1821'JUNCTION WITH T.H. 282 IN JORDAN.  IT IS 0.1 MILE NORTHEAST OF COUNTY
 PP1821'ROAD NO. 63, 30 FEET WEST OF SOUTHBOUND T.H. 169 STATION 345+90.  IT
 PP1821'IS A STANDARD DISK IN THE SOUTHWEST CORNER OF A HEADWALL OF A BOX
 PP1821'CULVERT, IN BRIDGE NO. 6990, AT T.H. 169 MILE MARK 100.8.  SE 1/4
 PP1821'SECTION 8, T 114N, R 23W.
 PP1821
 PP1821                          STATION RECOVERY (1980)
 PP1821
 PP1821'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1821'THE MARK WAS RECOVERED IN GOOD CONDITION 2.2 MILES NORTHEAST ALONG
 PP1821'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN,
 PP1821'IN THE SE 1/4 OF SECTION 8, T114N, R23W.  THE MARK IS 0.15 MILE
 PP1821'NORTHEAST OF COUNTY ROAD 63 AND 30 FEET WEST OF THE CENTERLINE OF THE
 PP1821'SOUTHBOUND LANE OF TRUNK HIGHWAY 169 AT MILEPOINT 100.8 (STATION
 PP1821'345+90).  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7009 B
 PP1821'1972---, IS SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 PP1821'CONCRETE BOX CULVERT (BRIDGE NUMBER 6990).
 PP1821
 PP1821                          STATION RECOVERY (2002)
 PP1821
 PP1821'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1821'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1820 ***********************************************************************
 PP1820  DESIGNATION -  7009 C
 PP1820  PID         -  PP1820
 PP1820  STATE/COUNTY-  MN/SCOTT
 PP1820  USGS QUAD   -  JORDAN EAST (1981)
 PP1820
 PP1820                         *CURRENT SURVEY CONTROL
 PP1820  ___________________________________________________________________
 PP1820* NAD 83(1986)-  44 41 18.     (N)    093 36 31.     (W)     SCALED    
 PP1820* NAVD 88     -       228.988  (meters)     751.27   (feet)  ADJUSTED  
 PP1820  ___________________________________________________________________
 PP1820  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 PP1820  DYNAMIC HT  -         228.979 (meters)     751.24  (feet)  COMP
 PP1820  MODELED GRAV-     980,570.1   (mgal)                       NAVD 88
 PP1820
 PP1820  VERT ORDER  -  SECOND    CLASS 0
 PP1820
 PP1820.The horizontal coordinates were scaled from a topographic map and have
 PP1820.an estimated accuracy of +/- 6 seconds.
 PP1820
 PP1820.The orthometric height was determined by differential leveling
 PP1820.and adjusted by the National Geodetic Survey in September 1997..
 PP1820
 PP1820.The geoid height was determined by GEOID03.
 PP1820
 PP1820.The dynamic height is computed by dividing the NAVD 88
 PP1820.geopotential number by the normal gravity value computed on the
 PP1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1820.degrees latitude (g = 980.6199 gals.).
 PP1820
 PP1820.The modeled gravity was interpolated from observed gravity values.
 PP1820
 PP1820;                    North         East    Units  Estimated Accuracy
 PP1820;SPC MN S     -   287,670.      831,020.      MT  (+/- 180 meters Scaled)
 PP1820
 PP1820                          SUPERSEDED SURVEY CONTROL
 PP1820
 PP1820  NAVD 88 (06/15/91)  228.982  (m)          751.25   (f) UNKNOWN     2 0
 PP1820  NGVD 29 (??/??/92)  228.949  (m)          751.14   (f) ADJ UNCH    2 0
 PP1820
 PP1820.Superseded values are not recommended for survey control.
 PP1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1820.See file dsdata.txt to determine how the superseded data were derived.
 PP1820
 PP1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK517485(NAD 83)
 PP1820_MARKER: DD = SURVEY DISK
 PP1820_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP1820_SP_SET: CULVERT
 PP1820_STAMPING: 7009 C 1972
 PP1820_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1820
 PP1820  HISTORY     - Date     Condition        Report By
 PP1820  HISTORY     - 1972     MONUMENTED       MNDT
 PP1820  HISTORY     - 1973     GOOD             MNDT
 PP1820  HISTORY     - 1980     GOOD             MNDT
 PP1820  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 PP1820
 PP1820                          STATION DESCRIPTION
 PP1820
 PP1820'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1820'2.2 MI NE FROM JORDAN.
 PP1820'THE MARK IS 2.2 MILES NORTHEAST MEASURED ALONG T.H. 169 FROM ITS
 PP1820'JUNCTION WITH T.H. 282 IN JORDAN.  IT IS 0.1 MILE NORTHEAST OF COUNTY
 PP1820'ROAD NO. 63, 24 FEET EAST OF NORTHBOUND T.H. 169 STATION 345+90.  IT
 PP1820'IS A STANDARD DISK IN THE NORTHEAST CORNER OF THE HEADWALL OF BOX
 PP1820'CULVERT, BRIDGE NO. 6990, OF T.H. 169 MILE MARK 100.8.  SE 1/4 SECTION
 PP1820'8, T 114N, R 23W.
 PP1820
 PP1820                          STATION RECOVERY (1980)
 PP1820
 PP1820'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1820'THE MARK WAS RECOVERED IN GOOD CONDITION 2.2 MILES NORTHEAST ALONG
 PP1820'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN,
 PP1820'IN THE SE 1/4 OF SECTION 8, T114N, R23W.  THE MARK IS 0.15 MILE
 PP1820'NORTHEAST OF COUNTY ROAD 63 AND 24 FEET EAST OF THE CENTERLINE OF THE
 PP1820'NORTHBOUND LANE OF TRUNK HIGHWAY 169 AT MILEPOINT 100.8 (STATION
 PP1820'345+90).  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7009 C
 PP1820'1972---, IS SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 PP1820'CONCRETE BOX CULVERT (BRIDGE NUMBER 6990).
 PP1820
 PP1820                          STATION RECOVERY (2002)
 PP1820
 PP1820'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1823 ***********************************************************************
 PP1823  DESIGNATION -  7009 D RESET
 PP1823  PID         -  PP1823
 PP1823  STATE/COUNTY-  MN/SCOTT
 PP1823  USGS QUAD   -  JORDAN EAST (1981)
 PP1823
 PP1823                         *CURRENT SURVEY CONTROL
 PP1823  ___________________________________________________________________
 PP1823* NAD 83(1986)-  44 42 06.     (N)    093 35 43.     (W)     SCALED    
 PP1823* NAVD 88     -       223.362  (meters)     732.81   (feet)  ADJUSTED  
 PP1823  ___________________________________________________________________
 PP1823  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 PP1823  DYNAMIC HT  -         223.354 (meters)     732.79  (feet)  COMP
 PP1823  MODELED GRAV-     980,574.0   (mgal)                       NAVD 88
 PP1823
 PP1823  VERT ORDER  -  SECOND    CLASS 0
 PP1823
 PP1823.The horizontal coordinates were scaled from a topographic map and have
 PP1823.an estimated accuracy of +/- 6 seconds.
 PP1823
 PP1823.The orthometric height was determined by differential leveling
 PP1823.and adjusted by the National Geodetic Survey in September 1997..
 PP1823
 PP1823.The geoid height was determined by GEOID03.
 PP1823
 PP1823.The dynamic height is computed by dividing the NAVD 88
 PP1823.geopotential number by the normal gravity value computed on the
 PP1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1823.degrees latitude (g = 980.6199 gals.).
 PP1823
 PP1823.The modeled gravity was interpolated from observed gravity values.
 PP1823
 PP1823;                    North         East    Units  Estimated Accuracy
 PP1823;SPC MN S     -   289,160.      832,070.      MT  (+/- 180 meters Scaled)
 PP1823
 PP1823                          SUPERSEDED SURVEY CONTROL
 PP1823
 PP1823  NAVD 88 (06/15/91)  223.383  (m)          732.88   (f) UNKNOWN     2 0
 PP1823  NGVD 29 (??/??/92)  223.349  (m)          732.77   (f) ADJ UNCH    2 0
 PP1823
 PP1823.Superseded values are not recommended for survey control.
 PP1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1823.See file dsdata.txt to determine how the superseded data were derived.
 PP1823
 PP1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK528499(NAD 83)
 PP1823_MARKER: DD = SURVEY DISK
 PP1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1823_STAMPING: 7009 D RESET 1972
 PP1823_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1823+STABILITY: SURFACE MOTION
 PP1823
 PP1823  HISTORY     - Date     Condition        Report By
 PP1823  HISTORY     - 1972     MONUMENTED       MNDT
 PP1823  HISTORY     - 1973     GOOD             MNDT
 PP1823  HISTORY     - 1980     GOOD             MNDT
 PP1823  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 PP1823
 PP1823                          STATION DESCRIPTION
 PP1823
 PP1823'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1823'3.3 MI NE FROM JORDAN.
 PP1823'THE MARK IS 3.3 MILES NORTHEAST MEASURED ALONG T.H. 169 FROM ITS
 PP1823'JUNCTION WITH T.H. 282 IN JORDAN.  IT IS 0.1 MILE NORTHEAST OF COUNTY
 PP1823'ROAD NO. 65, 57 FEET EAST OF NORTHBOUND T.H. 169 STATION 401+37,
 PP1823'LOCATED IN TOP OF EARTH DIKE.  IT IS A STANDARD DISK IN A 6 FOOT
 PP1823'PRECAST REINFORCED CONCRETE POST, 1.0 FOOT WEST OF A STEEL WITNESS
 PP1823'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF T.H. 169, AT T.H. 169 MILE MARK
 PP1823'101.9, SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 9, T 114N, R 23W.
 PP1823
 PP1823                          STATION RECOVERY (1980)
 PP1823
 PP1823'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1823'THE MARK WAS RECOVERED IN GOOD CONDITION 3.2 MILES NORTHEAST ALONG
 PP1823'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN,
 PP1823'IN THE NW 1/4 OF SECTION 9, T114N, R23W.  THE MARK IS 0.15 MILE
 PP1823'NORTHEAST OF COUNTY ROAD 65 AND 57 FEET EAST OF THE CENTERLINE OF THE
 PP1823'NORTHBOUND LANE OF TRUNK HIGHWAY 169 AT MILEPOINT 101.85 (STATION
 PP1823'401+37).  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7009 D
 PP1823'RESET 1972---, IS SET IN THE TOP OF A ROUND 6 FOOT LONG MAGNETIC
 PP1823'PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND ON
 PP1823'THE TOP OF AN EARTH DIKE.
 PP1823
 PP1823                          STATION RECOVERY (2002)
 PP1823
 PP1823'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1823'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1827 ***********************************************************************
 PP1827  DESIGNATION -  7009 E
 PP1827  PID         -  PP1827
 PP1827  STATE/COUNTY-  MN/SCOTT
 PP1827  USGS QUAD   -  JORDAN EAST (1981)
 PP1827
 PP1827                         *CURRENT SURVEY CONTROL
 PP1827  ___________________________________________________________________
 PP1827* NAD 83(1986)-  44 43 48.     (N)    093 35 14.     (W)     SCALED    
 PP1827* NAVD 88     -       227.958  (meters)     747.89   (feet)  ADJUSTED  
 PP1827  ___________________________________________________________________
 PP1827  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 PP1827  DYNAMIC HT  -         227.951 (meters)     747.87  (feet)  COMP
 PP1827  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 PP1827
 PP1827  VERT ORDER  -  SECOND    CLASS 0
 PP1827
 PP1827.The horizontal coordinates were scaled from a topographic map and have
 PP1827.an estimated accuracy of +/- 6 seconds.
 PP1827
 PP1827.The orthometric height was determined by differential leveling
 PP1827.and adjusted by the National Geodetic Survey in June 1991..
 PP1827
 PP1827.The geoid height was determined by GEOID03.
 PP1827
 PP1827.The dynamic height is computed by dividing the NAVD 88
 PP1827.geopotential number by the normal gravity value computed on the
 PP1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1827.degrees latitude (g = 980.6199 gals.).
 PP1827
 PP1827.The modeled gravity was interpolated from observed gravity values.
 PP1827
 PP1827;                    North         East    Units  Estimated Accuracy
 PP1827;SPC MN S     -   292,310.      832,700.      MT  (+/- 180 meters Scaled)
 PP1827
 PP1827                          SUPERSEDED SURVEY CONTROL
 PP1827
 PP1827  NGVD 29 (??/??/92)  227.922  (m)          747.77   (f) ADJ UNCH    2 0
 PP1827
 PP1827.Superseded values are not recommended for survey control.
 PP1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1827.See file dsdata.txt to determine how the superseded data were derived.
 PP1827
 PP1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK535531(NAD 83)
 PP1827_MARKER: DD = SURVEY DISK
 PP1827_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP1827_SP_SET: CULVERT
 PP1827_STAMPING: 7009 E 1972
 PP1827_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1827
 PP1827  HISTORY     - Date     Condition        Report By
 PP1827  HISTORY     - 1972     MONUMENTED       MNDT
 PP1827  HISTORY     - 1973     GOOD             MNDT
 PP1827  HISTORY     - 1980     GOOD             MNDT
 PP1827  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 PP1827
 PP1827                          STATION DESCRIPTION
 PP1827
 PP1827'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1827'5.3 MI NE FROM JORDAN.
 PP1827'THE MARK IS 5.3 MILES NORTHEAST MEASURED ALONG T.H. 169 FROM ITS
 PP1827'JUNCTION WITH T.H. 282 IN JORDAN.  IT IS 0.2 MILE SOUTHWEST OF COUNTY
 PP1827'ROAD NO. 14, 27 FEET EAST OF NORTHBOUND T.H. 169 STATION 507+70.  IT
 PP1827'IS A STANDARD DISK IN THE SOUTHEAST CORNER OF A HEADWALL OF A BOX
 PP1827'CULVERT, BRIDGE NO. 8829, AT T.H. 169 MILE MARK 103.9.  NE 1/4 SECTION
 PP1827'33, T 115N, R 23W.
 PP1827
 PP1827                          STATION RECOVERY (1980)
 PP1827
 PP1827'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1827'THE MARK WAS RECOVERED IN GOOD CONDITION 5.2 MILES NORTHEAST ALONG
 PP1827'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN,
 PP1827'IN THE NE 1/4 OF SECTION 33, T115N, R23W.  THE MARK IS 0.2 MILE
 PP1827'SOUTHWEST OF COUNTY ROAD 14 AND 27 FEET EAST OF THE CENTERLINE OF THE
 PP1827'NORTHBOUND LANE OF TRUNK HIGHWAY 169 AT MILEPOINT 103.85 (STATION
 PP1827'507+70).  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7009 E
 PP1827'1972---, IS SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A
 PP1827'CONCRETE BOX CULVERT (BRIDGE NUMBER 8829).
 PP1827
 PP1827                          STATION RECOVERY (2002)
 PP1827
 PP1827'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1827'HEADWALL COVERED WITH LOTS OF DIRT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1835 ***********************************************************************
 PP1835  DESIGNATION -  7009 F
 PP1835  PID         -  PP1835
 PP1835  STATE/COUNTY-  MN/SCOTT
 PP1835  USGS QUAD   -  SHAKOPEE (1993)
 PP1835
 PP1835                         *CURRENT SURVEY CONTROL
 PP1835  ___________________________________________________________________
 PP1835* NAD 83(1986)-  44 45 57.     (N)    093 34 41.     (W)     SCALED    
 PP1835* NAVD 88     -       245.963  (meters)     806.96   (feet)  ADJUSTED  
 PP1835  ___________________________________________________________________
 PP1835  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 PP1835  DYNAMIC HT  -         245.959 (meters)     806.95  (feet)  COMP
 PP1835  MODELED GRAV-     980,594.0   (mgal)                       NAVD 88
 PP1835
 PP1835  VERT ORDER  -  SECOND    CLASS 0
 PP1835
 PP1835.The horizontal coordinates were scaled from a topographic map and have
 PP1835.an estimated accuracy of +/- 6 seconds.
 PP1835
 PP1835.The orthometric height was determined by differential leveling
 PP1835.and adjusted by the National Geodetic Survey in June 1991..
 PP1835
 PP1835.The geoid height was determined by GEOID03.
 PP1835
 PP1835.The dynamic height is computed by dividing the NAVD 88
 PP1835.geopotential number by the normal gravity value computed on the
 PP1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1835.degrees latitude (g = 980.6199 gals.).
 PP1835
 PP1835.The modeled gravity was interpolated from observed gravity values.
 PP1835
 PP1835;                    North         East    Units  Estimated Accuracy
 PP1835;SPC MN S     -   296,290.      833,400.      MT  (+/- 180 meters Scaled)
 PP1835
 PP1835                          SUPERSEDED SURVEY CONTROL
 PP1835
 PP1835  NGVD 29 (??/??/92)  245.925  (m)          806.84   (f) ADJ UNCH    2 0
 PP1835
 PP1835.Superseded values are not recommended for survey control.
 PP1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1835.See file dsdata.txt to determine how the superseded data were derived.
 PP1835
 PP1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK542571(NAD 83)
 PP1835_MARKER: DD = SURVEY DISK
 PP1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1835_STAMPING: 7009 F 1971
 PP1835_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1835+STABILITY: SURFACE MOTION
 PP1835
 PP1835  HISTORY     - Date     Condition        Report By
 PP1835  HISTORY     - 1971     MONUMENTED       MNDT
 PP1835  HISTORY     - 1972     GOOD             MNDT
 PP1835  HISTORY     - 1980     GOOD             MNDT
 PP1835  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 PP1835
 PP1835                          STATION DESCRIPTION
 PP1835
 PP1835'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1835'3.6 MI SW FROM SHAKOPEE.
 PP1835'MARK IS LOCATED 3.65 MILES SOUTH ALONG TH 169 FROM THE JUNCTION OF TH
 PP1835'169 AND TH 101 IN SHAKOPEE, 78 FEET NORTH OF TH 41 (MILE POINT 3) 40
 PP1835'FEET NORTH OF A SIGNAL POLE, 35 FEET WEST OF A SIGNAL POLE, 35 FEET
 PP1835'WEST OF THE CENTERLINE OF NORTHBOUND TH 169 AT MILE POINT 106.5
 PP1835'(STATION 645+50), 1 FOOT SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT
 PP1835'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND IN THE TH 169
 PP1835'MEDIAN STRIP.  SW 1/4 SECTION 15, T 115N, R 23W.
 PP1835
 PP1835                          STATION RECOVERY (1980)
 PP1835
 PP1835'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1835'THE MARK WAS RECOVERED IN GOOD CONDITION 3.65 MILES SOUTH ALONG TRUNK
 PP1835'HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN SHAKOPEE, IN
 PP1835'THE SW 1/4 OF SECTION 15, T115N, R23W, IN THE MEDIAN BETWEEN THE LANES
 PP1835'OF TRUNK HIGHWAY 169.  THE MARK IS 80 FEET NORTH OF THE CENTERLINE OF
 PP1835'TRUNK HIGHWAY 41 AT MILEPOINT 0, 35 FEET WEST OF THE CENTERLINE OF
 PP1835'TRUNK HIGHWAY 169 AT MILEPOINT 106.5 (STATION 645+50), 27 FEET NORTH
 PP1835'OF A SIGNAL POLE, AND 2 FEET NORTHWEST OF THE WEST ANCHOR OF A SIGNAL
 PP1835'POLE.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7009 F
 PP1835'1971---, IS SET IN THE TOP OF A ROUND 6 FOOT LONG MAGNETIC PRECAST
 PP1835'CONCRETE POST THAT IS BURIED 6 INCHES BELOW THE SURFACE OF THE GROUND.
 PP1835'THE MARK IS ALSO LOCATED 2.1 MILES SOUTH ALONG TRUNK HIGHWAY 41 FROM
 PP1835'ITS JUNCTION WITH TRUNK HIGHWAY 212 IN CHASKA.
 PP1835
 PP1835                          STATION RECOVERY (2002)
 PP1835
 PP1835'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1835'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1840 ***********************************************************************
 PP1840  DESIGNATION -  7009 G
 PP1840  PID         -  PP1840
 PP1840  STATE/COUNTY-  MN/SCOTT
 PP1840  USGS QUAD   -  SHAKOPEE (1993)
 PP1840
 PP1840                         *CURRENT SURVEY CONTROL
 PP1840  ___________________________________________________________________
 PP1840* NAD 83(1986)-  44 47 41.     (N)    093 32 34.     (W)     SCALED    
 PP1840* NAVD 88     -       230.167  (meters)     755.14   (feet)  ADJUSTED  
 PP1840  ___________________________________________________________________
 PP1840  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 PP1840  DYNAMIC HT  -         230.163 (meters)     755.13  (feet)  COMP
 PP1840  MODELED GRAV-     980,593.9   (mgal)                       NAVD 88
 PP1840
 PP1840  VERT ORDER  -  SECOND    CLASS 0
 PP1840
 PP1840.The horizontal coordinates were scaled from a topographic map and have
 PP1840.an estimated accuracy of +/- 6 seconds.
 PP1840
 PP1840.The orthometric height was determined by differential leveling
 PP1840.and adjusted by the National Geodetic Survey in June 1991..
 PP1840
 PP1840.The geoid height was determined by GEOID03.
 PP1840
 PP1840.The dynamic height is computed by dividing the NAVD 88
 PP1840.geopotential number by the normal gravity value computed on the
 PP1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1840.degrees latitude (g = 980.6199 gals.).
 PP1840
 PP1840.The modeled gravity was interpolated from observed gravity values.
 PP1840
 PP1840;                    North         East    Units  Estimated Accuracy
 PP1840;SPC MN S     -   299,520.      836,180.      MT  (+/- 180 meters Scaled)
 PP1840
 PP1840                          SUPERSEDED SURVEY CONTROL
 PP1840
 PP1840  NGVD 29 (??/??/92)  230.125  (m)          755.00   (f) ADJ UNCH    2 0
 PP1840
 PP1840.Superseded values are not recommended for survey control.
 PP1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1840.See file dsdata.txt to determine how the superseded data were derived.
 PP1840
 PP1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK570602(NAD 83)
 PP1840_MARKER: DD = SURVEY DISK
 PP1840_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1840_SP_SET: BRIDGE
 PP1840_STAMPING: 7009 G 1972
 PP1840_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1840
 PP1840  HISTORY     - Date     Condition        Report By
 PP1840  HISTORY     - 1972     MONUMENTED       MNDT
 PP1840  HISTORY     - 1980     GOOD             MNDT
 PP1840  HISTORY     - 20021021 GOOD             USPSQD
 PP1840
 PP1840                          STATION DESCRIPTION
 PP1840
 PP1840'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1840'0.9 MI SW FROM SHAKOPEE.
 PP1840'MARK IS LOCATED 0.9 MILES SOUTHWEST ALONG T.H. 169 FROM THE JUNCTION
 PP1840'OF T.H. 169 AND T.H. 101 IN SHAKOPEE, 0.4 MILES NORTHEAST OF COUNTY
 PP1840'ROAD 300, IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NO. 6884, THE
 PP1840'CHICAGO-NORTHWESTERN RAILROAD OVER T.H. 169 (MILE POINT 109.1). SOUTH
 PP1840'BRIDGE OF 2 BRIDGES.  SE 1/4 SECTION 2, T 115N, R 23W.
 PP1840
 PP1840                          STATION RECOVERY (1980)
 PP1840
 PP1840'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1840'THE MARK WAS RECOVERED IN GOOD CONDITION 0.9 MILE SOUTHWEST ALONG
 PP1840'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN
 PP1840'SHAKOPEE, IN THE SE 1/4 OF SECTION 2, T115N, R23W, THE MARK, A
 PP1840'STANDARD MNDT BENCH MARK DISK STAMPED---7009 G 1972---, IS SET IN THE
 PP1840'TOP OF THE SOUTHEAST CORNER OF BRIDGE NUMBER 6884 (CHICAGO AND
 PP1840'NORTHWESTERN RAILROAD OVER TRUNK HIGHWAY 169 AT HIGHWAY MILEPOINT
 PP1840'109.1), IN THE SOUTH BRIDGE OF 2 BRIDGES, AND ABOUT 3 FEET ABOVE THE
 PP1840'LEVEL OF THE TRACK.
 PP1840
 PP1840                          STATION RECOVERY (2002)
 PP1840
 PP1840'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1841 ***********************************************************************
 PP1841  DESIGNATION -  7009 H
 PP1841  PID         -  PP1841
 PP1841  STATE/COUNTY-  MN/SCOTT
 PP1841  USGS QUAD   -  SHAKOPEE (1993)
 PP1841
 PP1841                         *CURRENT SURVEY CONTROL
 PP1841  ___________________________________________________________________
 PP1841* NAD 83(1986)-  44 47 43.     (N)    093 32 32.     (W)     SCALED    
 PP1841* NAVD 88     -       225.743  (meters)     740.63   (feet)  ADJUSTED  
 PP1841  ___________________________________________________________________
 PP1841  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 PP1841  DYNAMIC HT  -         225.739 (meters)     740.61  (feet)  COMP
 PP1841  MODELED GRAV-     980,593.7   (mgal)                       NAVD 88
 PP1841
 PP1841  VERT ORDER  -  SECOND    CLASS 0
 PP1841
 PP1841.The horizontal coordinates were scaled from a topographic map and have
 PP1841.an estimated accuracy of +/- 6 seconds.
 PP1841
 PP1841.The orthometric height was determined by differential leveling
 PP1841.and adjusted by the National Geodetic Survey in June 1991..
 PP1841
 PP1841.The geoid height was determined by GEOID03.
 PP1841
 PP1841.The dynamic height is computed by dividing the NAVD 88
 PP1841.geopotential number by the normal gravity value computed on the
 PP1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1841.degrees latitude (g = 980.6199 gals.).
 PP1841
 PP1841.The modeled gravity was interpolated from observed gravity values.
 PP1841
 PP1841;                    North         East    Units  Estimated Accuracy
 PP1841;SPC MN S     -   299,580.      836,220.      MT  (+/- 180 meters Scaled)
 PP1841
 PP1841                          SUPERSEDED SURVEY CONTROL
 PP1841
 PP1841  NGVD 29 (??/??/92)  225.700  (m)          740.48   (f) ADJ UNCH    2 0
 PP1841
 PP1841.Superseded values are not recommended for survey control.
 PP1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1841.See file dsdata.txt to determine how the superseded data were derived.
 PP1841
 PP1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK571603(NAD 83)
 PP1841_MARKER: DD = SURVEY DISK
 PP1841_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1841_SP_SET: ABUTMENT
 PP1841_STAMPING: 7009 H 1971
 PP1841_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1841
 PP1841  HISTORY     - Date     Condition        Report By
 PP1841  HISTORY     - 1971     MONUMENTED       MNDT
 PP1841  HISTORY     - 1972     GOOD             MNDT
 PP1841  HISTORY     - 1980     GOOD             MNDT
 PP1841  HISTORY     - 20021021 GOOD             USPSQD
 PP1841
 PP1841                          STATION DESCRIPTION
 PP1841
 PP1841'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1841'0.85 MI SW FROM SHAKOPEE.
 PP1841'MARK IS LOCATED 0.85 MILES SOUTHWEST ALONG T.H. 169 FROM THE JUNCTION
 PP1841'OF T.H. 169 AND T.H. 101 IN SHAKOPEE, IN THE SOUTHEAST CORNER
 PP1841'(ABUTMENT) OF BRIDGE NO. 6885, THE CHICAGO-MILWAUKEE-ST. PAUL AND
 PP1841'PACIFIC RAILROAD OVER T.H. 169 (MILE POINT 109.1) THE NORTH BRIDGE OF
 PP1841'2 BRIDGES.  SE 1/4 SECTION 2, T 115N, R 23W.
 PP1841
 PP1841                          STATION RECOVERY (1980)
 PP1841
 PP1841'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1841'THE MARK WAS RECOVERED IN GOOD CONDITION 0.85 MILE SOUTHWEST ALONG
 PP1841'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN
 PP1841'SHAKOPEE, IN THE SE 1/4 OF SECTION 2, T115N, R23W.  THE MARK, A
 PP1841'STANDARD MNDT BENCH MARK DISK STAMPED---7009 H 1971---, IS SET IN THE
 PP1841'TOP OF THE SOUTHEAST CORNER OF BRIDGE NUMBER 6885 (CHICAGO
 PP1841'NORTHWESTERN RAILROAD OVER TRUNK HIGHWAY 169 AT MILEPOINT 109.1), IN
 PP1841'THE NORTH BRIDGE OF 2 BRIDGES, AND ABOUT AT THE SAME LEVEL AS THE
 PP1841'RAILROAD TRACK.
 PP1841
 PP1841                          STATION RECOVERY (2002)
 PP1841
 PP1841'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1830 ***********************************************************************
 PP1830  DESIGNATION -  7009 I
 PP1830  PID         -  PP1830
 PP1830  STATE/COUNTY-  MN/SCOTT
 PP1830  USGS QUAD   -  SHAKOPEE (1993)
 PP1830
 PP1830                         *CURRENT SURVEY CONTROL
 PP1830  ___________________________________________________________________
 PP1830* NAD 83(1986)-  44 45 19.     (N)    093 35 06.     (W)     SCALED    
 PP1830* NAVD 88     -       248.197  (meters)     814.29   (feet)  ADJUSTED  
 PP1830  ___________________________________________________________________
 PP1830  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 PP1830  DYNAMIC HT  -         248.192 (meters)     814.28  (feet)  COMP
 PP1830  MODELED GRAV-     980,591.5   (mgal)                       NAVD 88
 PP1830
 PP1830  VERT ORDER  -  SECOND    CLASS 0
 PP1830
 PP1830.The horizontal coordinates were scaled from a topographic map and have
 PP1830.an estimated accuracy of +/- 6 seconds.
 PP1830
 PP1830.The orthometric height was determined by differential leveling
 PP1830.and adjusted by the National Geodetic Survey in September 1997..
 PP1830
 PP1830.The geoid height was determined by GEOID03.
 PP1830
 PP1830.The dynamic height is computed by dividing the NAVD 88
 PP1830.geopotential number by the normal gravity value computed on the
 PP1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1830.degrees latitude (g = 980.6199 gals.).
 PP1830
 PP1830.The modeled gravity was interpolated from observed gravity values.
 PP1830
 PP1830;                    North         East    Units  Estimated Accuracy
 PP1830;SPC MN S     -   295,120.      832,860.      MT  (+/- 180 meters Scaled)
 PP1830
 PP1830                          SUPERSEDED SURVEY CONTROL
 PP1830
 PP1830  NAVD 88 (06/15/91)  248.180  (m)          814.24   (f) UNKNOWN     2 0
 PP1830  NGVD 29 (??/??/92)  248.143  (m)          814.12   (f) ADJ UNCH    2 0
 PP1830
 PP1830.Superseded values are not recommended for survey control.
 PP1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1830.See file dsdata.txt to determine how the superseded data were derived.
 PP1830
 PP1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK536559(NAD 83)
 PP1830_MARKER: DB = BENCH MARK DISK
 PP1830_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1830_STAMPING: 7009 I 1971
 PP1830_MARK LOGO: MNDT  
 PP1830_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1830_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1830+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1998
 PP1830
 PP1830  HISTORY     - Date     Condition        Report By
 PP1830  HISTORY     - 1971     MONUMENTED       MNDT
 PP1830  HISTORY     - 1972     GOOD             MNDT
 PP1830  HISTORY     - 1980     GOOD             MNDT
 PP1830  HISTORY     - 19980608 GOOD             MNDT
 PP1830  HISTORY     - 20021021 GOOD             USPSQD
 PP1830
 PP1830                          STATION DESCRIPTION
 PP1830
 PP1830'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1830'4.45 MI SW FROM SHAKOPEE.
 PP1830'MARK IS LOCATED 4.45 MILES SOUTH ALONG TH 169 FROM THE JUNCTION OF TH
 PP1830'169 AND TH 101 IN SHAKOPEE, 0.75 MILES SOUTH OF TH 41, 0.15 MILES
 PP1830'SOUTH OF A T ROAD EAST, 0.15 MILES NORTH OF AN ENTRANCE WEST TO BRYAN
 PP1830'AGGREGATE (AND EAST-WEST POWER LINE), 57 FEET EAST OF AND 4 FEET
 PP1830'HIGHER THAN THE CENTERLINE OF NORTHBOUND TH 169 AT MILE POINT NO.
 PP1830'105.7 (STATION 605+80) 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6
 PP1830'FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4
 PP1830'SECTION 21, T 115N, R 23W.
 PP1830
 PP1830                          STATION RECOVERY (1980)
 PP1830
 PP1830'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1830'THE MARK WAS RECOVERED IN GOOD CONDITION 4.45 MILES SOUTHWEST ALONG
 PP1830'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN
 PP1830'SHAKOPEE, IN THE NE 1/4 OF SECTION 21, T115N, R23W, 0.75 MILE SOUTH OF
 PP1830'TRUNK HIGHWAY 41, 0.15 MILE SOUTHOF A T - ROAD TO THE EAST.  THE MARK
 PP1830'IS 57 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF TRUNK
 PP1830'HIGHWAY 169 AT MILEPOINT 105.7 (STATION 605+80), 0.15 MILE NORTH OF
 PP1830'THE ENTRANCE TO BRYAN AGGREGATE, 33 FEET SOUTHWEST OF A 6 INCH
 PP1830'DIAMETER SPRUCE TREE, 19 FEET NORTHEAST OF A 8 INCH DIAMETER SPRUCE
 PP1830'TREE, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 PP1830'STANDARD MNDT BENCH MARK DISK STAMPED---7009 I 1971---, IS SET IN THE
 PP1830'TOP OF A ROUND 6 FOOT LONG MAGNETIC PRECAST CONCRETE POST THAT IS
 PP1830'FLUSH WITH THE SURFACE OF THE GROUND.
 PP1830
 PP1830                          STATION RECOVERY (1998)
 PP1830
 PP1830'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 PP1830'THE MARK IS 4.45 MI (7.16 KM) SW OF JCT OF TH 169 AND TH 101 IN
 PP1830'SHAKOPEE, 0.75 MI (1.21 KM) SOUTH OF TH 41, 0.16 MI (0.26 KM) SOUTH OF
 PP1830'133RD ST WEST, 0.11 MI (0.18 KM) NORTH OF ENT TO ANCHOR BLOCK QUARRY,
 PP1830'57 FT (17.4 M) EAST OF NB TH 169, AT TH 169 MP 105.7, 0.9 FT (27.4 CM)
 PP1830'WEST OF WIT POST.
 PP1830
 PP1830                          STATION RECOVERY (2002)
 PP1830
 PP1830'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1832 ***********************************************************************
 PP1832  DESIGNATION -  7009 J
 PP1832  PID         -  PP1832
 PP1832  STATE/COUNTY-  MN/SCOTT
 PP1832  USGS QUAD   -  SHAKOPEE (1993)
 PP1832
 PP1832                         *CURRENT SURVEY CONTROL
 PP1832  ___________________________________________________________________
 PP1832* NAD 83(1996)-  44 45 57.98067(N)    093 34 42.57378(W)     ADJUSTED  
 PP1832* NAVD 88     -       246.591  (meters)     809.02   (feet)  ADJUSTED  
 PP1832  ___________________________________________________________________
 PP1832  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 PP1832  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 PP1832  DYNAMIC HT  -         246.587 (meters)     809.01  (feet)  COMP
 PP1832  MODELED GRAV-     980,594.0   (mgal)                       NAVD 88
 PP1832
 PP1832  HORZ ORDER  -  SECOND
 PP1832  VERT ORDER  -  SECOND    CLASS 0
 PP1832
 PP1832.The horizontal coordinates were established by classical geodetic methods
 PP1832.and adjusted by the National Geodetic Survey in March 1999..
 PP1832
 PP1832.The orthometric height was determined by differential leveling
 PP1832.and adjusted by the National Geodetic Survey in September 1997..
 PP1832
 PP1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1832
 PP1832.The geoid height was determined by GEOID03.
 PP1832
 PP1832.The dynamic height is computed by dividing the NAVD 88
 PP1832.geopotential number by the normal gravity value computed on the
 PP1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1832.degrees latitude (g = 980.6199 gals.).
 PP1832
 PP1832.The modeled gravity was interpolated from observed gravity values.
 PP1832
 PP1832;                    North         East     Units Scale Factor Converg.
 PP1832;SPC MN S     -   296,321.686   833,367.057   MT  0.99993268   +0 17 43.6
 PP1832;UTM  15      - 4,957,130.999   454,220.800   MT  0.99962577   -0 24 26.6
 PP1832
 PP1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1832!SPC MN S     -   0.99996553  x   0.99993268  =   0.99989821
 PP1832!UTM  15      -   0.99996553  x   0.99962577  =   0.99959131
 PP1832
 PP1832                          SUPERSEDED SURVEY CONTROL
 PP1832
 PP1832  NAD 83(1986)-  44 45 57.97605(N)    093 34 42.57336(W) AD(       ) 2
 PP1832  NAD 27      -  44 45 58.10801(N)    093 34 41.73653(W) AD(       ) 2
 PP1832  NAVD 88 (06/15/91)  246.592  (m)          809.03   (f) UNKNOWN     2 0
 PP1832  NGVD 29 (??/??/92)  246.555  (m)          808.91   (f) ADJ UNCH    2 0
 PP1832
 PP1832.Superseded values are not recommended for survey control.
 PP1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1832.See file dsdata.txt to determine how the superseded data were derived.
 PP1832
 PP1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5422157131(NAD 83)
 PP1832_MARKER: DB = BENCH MARK DISK
 PP1832_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1832_STAMPING: 7009 J 1971
 PP1832_MARK LOGO: MNDT  
 PP1832_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1832+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1998
 PP1832
 PP1832  HISTORY     - Date     Condition        Report By
 PP1832  HISTORY     - 1971     MONUMENTED       MNDT
 PP1832  HISTORY     - 1972     GOOD             MNDT
 PP1832  HISTORY     - 1980     GOOD             MNDT
 PP1832  HISTORY     - 1981     GOOD             MNDT
 PP1832  HISTORY     - 19980608 GOOD             MNDT
 PP1832  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 PP1832
 PP1832                          STATION DESCRIPTION
 PP1832
 PP1832'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1832'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE TOWN OF CHASKA,
 PP1832'IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND
 PP1832'TRUNK HIGHWAY 41, IN THE SW 1/4 OF SECTION 15, T115N, R23W.
 PP1832'
 PP1832'THE STATION MARK, A STANDARD MHD BENCH MARK DISK STAMPED,
 PP1832'7009 J 1971, IS SET IN A 6 INCH ROUND CONCRETE POST THAT IS FLUSH
 PP1832'WITH THE SURFACE OF THE GROUND AND LEVEL WITH TRUNK HIGHWAY
 PP1832'169.  THE MARK IS 70 FEET NORTHEAST OF THE CENTERLINE OF TRUNK
 PP1832'HIGHWAY 41, 32.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 PP1832'SOUTHBOUND LANE OF TRUNK HIGHWAY 169, 84.5 FEET NORTHWEST OF A
 PP1832'POWER POLE, 115.5 FEET NORTHEAST OF A LIGHT POLE AND 1.1 FOOT
 PP1832'EAST OF A STEEL WITNESS POST.
 PP1832
 PP1832                          STATION RECOVERY (1972)
 PP1832
 PP1832'RECOVERY NOTE BY MN DEPT OF TRANSP 1972
 PP1832'3.65 MI SW FROM SHAKOPEE.
 PP1832'MARK IS LOCATED 3.65 MILES SOUTH ALONG TH 169 FROM THE JUNCTION OF TH
 PP1832'169 AND TH 101 IN SHAKOPEE, 74 FEET NORTH OF THE CENTERLINE OF TH 41
 PP1832'(MILE POINT 0), 33 FEET WEST OF AND 1 FOOT HIGHER THAN THE CENTERLINE
 PP1832'OF SOUTHBOUND TH 169 AT MILE POINT 106.5 (STATION 644+82) IN A 6 FOOT
 PP1832'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION
 PP1832'15, T 115N, R 23W.  NOTE-- THIS MARK IS ALSO 2.1 MILES SOUTH ALONG TH
 PP1832'41 FROM THE JUNCTION OF TH 41 AND TH 212 IN CHASKA.
 PP1832
 PP1832                          STATION RECOVERY (1980)
 PP1832
 PP1832'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1832'THE STATION WAS RECOVERED AS DESCRIBED.
 PP1832
 PP1832                          STATION RECOVERY (1981)
 PP1832
 PP1832'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (DKH)
 PP1832'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1974 IN
 PP1832'THE DESCRIPTION FOR STATION NYSSEN MNDT.  A COMPLETE DESCRIPTION
 PP1832'FOLLOWS.
 PP1832'
 PP1832'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE TOWN OF CHASKA,
 PP1832'IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND
 PP1832'TRUNK HIGHWAY 41, IN THE SW 1/4 OF SECTION 15, T115N, R23W.
 PP1832'
 PP1832'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK
 PP1832'STAMPED---7009 J 1971---, IS SET IN THE TOP OF A 6 INCH ROUND MAGNETIC
 PP1832'PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 PP1832'ABOUT LEVEL WITH TRUNK HIGHWAY 169.  THE MARK IS 70 FEET NORTHEAST OF
 PP1832'THE CENTERLINE OF TRUNK HIGHWAY 41, 32.5 FEET NORTHWEST OF THE
 PP1832'CENTERLINE OF THE SOUTHBOUND LANE OF TRUNK HIGHWAY 169, 84.5 FEET
 PP1832'NORTHWEST OF A POWER POLE, 115.5 FEET NORTHEAST OF A LIGHT POLE, AND
 PP1832'1.1 FEET EAST OF A STEEL WITNESS POST.
 PP1832'
 PP1832'THIS STATION IS REFERENCE MARK NUMBER 1 FOR STATION NYSSEN MNDT.
 PP1832
 PP1832                          STATION RECOVERY (1998)
 PP1832
 PP1832'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 PP1832'THE MARK IS 2 MI (3.2 KM) SE OF CHASKA, 40 FT (12.2 M) NE OF TH 41, 34
 PP1832'FT (10.4 M) NW OF SB TH 169, AT MP 106.46, 38.4 FT (11.7 M) NORTH OF
 PP1832'SIGNAL FOR SB 169, RECESSED 3 IN AND MAGNETIC.
 PP1832
 PP1832                          STATION RECOVERY (2002)
 PP1832
 PP1832'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1836 ***********************************************************************
 PP1836  DESIGNATION -  7009 K
 PP1836  PID         -  PP1836
 PP1836  STATE/COUNTY-  MN/SCOTT
 PP1836  USGS QUAD   -  SHAKOPEE (1993)
 PP1836
 PP1836                         *CURRENT SURVEY CONTROL
 PP1836  ___________________________________________________________________
 PP1836* NAD 83(1986)-  44 46 16.     (N)    093 34 15.     (W)     SCALED    
 PP1836* NAVD 88     -       251.919  (meters)     826.50   (feet)  ADJUSTED  
 PP1836  ___________________________________________________________________
 PP1836  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 PP1836  DYNAMIC HT  -         251.915 (meters)     826.49  (feet)  COMP
 PP1836  MODELED GRAV-     980,594.8   (mgal)                       NAVD 88
 PP1836
 PP1836  VERT ORDER  -  SECOND    CLASS I
 PP1836
 PP1836.The horizontal coordinates were scaled from a topographic map and have
 PP1836.an estimated accuracy of +/- 6 seconds.
 PP1836
 PP1836.The orthometric height was determined by differential leveling
 PP1836.and adjusted by the National Geodetic Survey in June 1991..
 PP1836
 PP1836.The geoid height was determined by GEOID03.
 PP1836
 PP1836.The dynamic height is computed by dividing the NAVD 88
 PP1836.geopotential number by the normal gravity value computed on the
 PP1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1836.degrees latitude (g = 980.6199 gals.).
 PP1836
 PP1836.The modeled gravity was interpolated from observed gravity values.
 PP1836
 PP1836;                    North         East    Units  Estimated Accuracy
 PP1836;SPC MN S     -   296,880.      833,970.      MT  (+/- 180 meters Scaled)
 PP1836
 PP1836                          SUPERSEDED SURVEY CONTROL
 PP1836
 PP1836  NGVD 29 (??/??/92)  251.881  (m)          826.38   (f) ADJ UNCH    2 0
 PP1836
 PP1836.Superseded values are not recommended for survey control.
 PP1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1836.See file dsdata.txt to determine how the superseded data were derived.
 PP1836
 PP1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK548576(NAD 83)
 PP1836_MARKER: DB = BENCH MARK DISK
 PP1836_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1836_STAMPING: 7009 K 1971
 PP1836_MARK LOGO: MNDT  
 PP1836_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1836+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1998
 PP1836
 PP1836  HISTORY     - Date     Condition        Report By
 PP1836  HISTORY     - 1971     MONUMENTED       MNDT
 PP1836  HISTORY     - 1972     GOOD             MNDT
 PP1836  HISTORY     - 1980     GOOD             MNDT
 PP1836  HISTORY     - 19980608 GOOD             MNDT
 PP1836  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 PP1836
 PP1836                          STATION DESCRIPTION
 PP1836
 PP1836'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1836'3.1 MI S FROM SHAKOPEE.
 PP1836'MARK IS LOCATED 3.1 MILES SOUTH ALONG TH 169, FROM THE JUNCTION OF TH
 PP1836'169 AND TH 101 IN SHAKOPEE, 0.55 MILES NORTH OF TH 41, 0.25 MILES
 PP1836'SOUTH OF A POWER LINE CROSSING, 136 FEET SOUTH OF THE CENTER OF A FARM
 PP1836'ENTRANCE WEST, 64 FEET WEST OF AND 1 FOOT HIGHER THAN CENTERLINE OF
 PP1836'SOUTHBOUND TH 169 AT MILE POINT 107.0 (STATION 674+64), 1 FOOT NORTH
 PP1836'OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET
 PP1836'FLUSH WITH THE GROUND.  NW 1/4 SECTION 15, T 115N, R 23W.
 PP1836
 PP1836                          STATION RECOVERY (1980)
 PP1836
 PP1836'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1836'THE MARK WAS RECOVERED IN GOOD CONDITION 3.1 MI ALONG TRUNK HIGHWAY
 PP1836'169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN SHAKOPEE, IN THE NW
 PP1836'1/4 OF SECTION 15, T115N, R23W, 0.6 MILE NORTH ALONG TRUNK HIGHWAY 169
 PP1836'FROM ITS JUNCTION WITH TRUNK HIGHWAY 41, THE MARK IS 64 FEET WEST OF
 PP1836'THE CENTERLINE OF THE SOUTHBOUND LANE OF TRUNK HIGHWAY 169 AT
 PP1836'MILEPOINT 107.0 (STATION 674+64), 136 FEET SOUTH OF A FARM ENTRANCE TO
 PP1836'THE WEST, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 PP1836'STANDARD MNDT BENCH MARK DISK STAMPED---7009 K 1971---, IS SET IN THE
 PP1836'TOP OF A ROUND 6 FOOT LONG MAGNETIC PRECAST CONCRETE POST THAT IS
 PP1836'FLUSH WITH THE SURFACE OF THE GROUND.
 PP1836
 PP1836                          STATION RECOVERY (1998)
 PP1836
 PP1836'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 PP1836'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1836'THE MARK IS 3.1 MI (5.0 KM) SOUTH OF JCT OF TH 169 AND TH 101 IN
 PP1836'SHAKOPEE, 0.55 MI (0.89 KM) NE OF JCT OF TH 169 AND TH 41, 64 FT (19.5
 PP1836'M) NW OF SB TH 169, AT TH 169 MP 107.0, 136 FT (41.5 M) SW OF SAWMILL
 PP1836'ENT NE, 1.0 FT (0.3 M) SE OF WIT POST.
 PP1836
 PP1836                          STATION RECOVERY (2002)
 PP1836
 PP1836'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1836'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1837 ***********************************************************************
 PP1837  DESIGNATION -  7009 L
 PP1837  PID         -  PP1837
 PP1837  STATE/COUNTY-  MN/SCOTT
 PP1837  USGS QUAD   -  SHAKOPEE (1993)
 PP1837
 PP1837                         *CURRENT SURVEY CONTROL
 PP1837  ___________________________________________________________________
 PP1837* NAD 83(1986)-  44 46 40.     (N)    093 33 43.     (W)     SCALED    
 PP1837* NAVD 88     -       246.019  (meters)     807.15   (feet)  ADJUSTED  
 PP1837  ___________________________________________________________________
 PP1837  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 PP1837  DYNAMIC HT  -         246.015 (meters)     807.13  (feet)  COMP
 PP1837  MODELED GRAV-     980,595.1   (mgal)                       NAVD 88
 PP1837
 PP1837  VERT ORDER  -  SECOND    CLASS 0
 PP1837
 PP1837.The horizontal coordinates were scaled from a topographic map and have
 PP1837.an estimated accuracy of +/- 6 seconds.
 PP1837
 PP1837.The orthometric height was determined by differential leveling
 PP1837.and adjusted by the National Geodetic Survey in September 1997..
 PP1837
 PP1837.The geoid height was determined by GEOID03.
 PP1837
 PP1837.The dynamic height is computed by dividing the NAVD 88
 PP1837.geopotential number by the normal gravity value computed on the
 PP1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1837.degrees latitude (g = 980.6199 gals.).
 PP1837
 PP1837.The modeled gravity was interpolated from observed gravity values.
 PP1837
 PP1837;                    North         East    Units  Estimated Accuracy
 PP1837;SPC MN S     -   297,630.      834,670.      MT  (+/- 180 meters Scaled)
 PP1837
 PP1837                          SUPERSEDED SURVEY CONTROL
 PP1837
 PP1837  NAVD 88 (06/15/91)  246.070  (m)          807.31   (f) UNKNOWN     2 0
 PP1837  NGVD 29 (??/??/92)  246.031  (m)          807.19   (f) ADJ UNCH    2 0
 PP1837
 PP1837.Superseded values are not recommended for survey control.
 PP1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1837.See file dsdata.txt to determine how the superseded data were derived.
 PP1837
 PP1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK555584(NAD 83)
 PP1837_MARKER: DD = SURVEY DISK
 PP1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1837_STAMPING: 7009 L 1971
 PP1837_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1837+STABILITY: SURFACE MOTION
 PP1837
 PP1837  HISTORY     - Date     Condition        Report By
 PP1837  HISTORY     - 1971     MONUMENTED       MNDT
 PP1837  HISTORY     - 1972     GOOD             MNDT
 PP1837  HISTORY     - 1980     GOOD             MNDT
 PP1837  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 PP1837
 PP1837                          STATION DESCRIPTION
 PP1837
 PP1837'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1837'2.5 MI SW FROM SHAKOPEE.
 PP1837'MARK IS LOCATED 2.5 MILES SOUTH ALONG TH 169 FROM THE JUNCTION OF TH
 PP1837'169 AND TH 101, 1.15 MILES NORTH OF TH 41, 0.2 MILES SOUTH OF COUNTY
 PP1837'ROAD 69, 72 FEET SOUTHEAST OF AND 4 FEET LOWER THAN THE CENTERLINE OF
 PP1837'NORTHBOUND TH 169 AT MILE POINT 107.6 (STATION 705+00), 7 FEET
 PP1837'SOUTHEAST OF A TELEPHONE POLE, 1 FOOT NORTH OF A STEEL WITNESS POST,
 PP1837'IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE
 PP1837'1/4 SECTION 10, T 115N, R 23W.
 PP1837
 PP1837                          STATION RECOVERY (1980)
 PP1837
 PP1837'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1837'THE MARK WAS RECOVERED IN GOOD CONDITION 2.5 MILES SOUTH ALONG TRUNK
 PP1837'HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN SHAKOPEE, IN
 PP1837'THE SE 1/4 OF SECTION 10, T115N, R23W, 1.15 MILES NORTH ALONG TRUNK
 PP1837'HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41.  THE MARK IS 72
 PP1837'FEET SOUTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF TRUNK
 PP1837'HIGHWAY 169 AT MILEPOINT 107.6 (STATION 705+00), 26 FEET NORTHWEST OF
 PP1837'THE CENTER OF A GRAVEL FRONTAGE ROAD (ENTRANCE TO ANDYS PICK-UP TOPPER
 PP1837'SALES), AND 2.0 FEET NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A
 PP1837'STANDARD MNDT BENCH MARK DISK STAMPED---7009 L 1971---, IS SET IN THE
 PP1837'TOP OF A ROUND 6 FOOT LONG MAGNETIC PRECAST CONCRETE POST THAT IS
 PP1837'FLUSH WITH THE SURFACE OF THE GROUND.
 PP1837
 PP1837                          STATION RECOVERY (2002)
 PP1837
 PP1837'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1837'NEW HIGHWAY CONSTRUCTION ON HWY 169, MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1838 ***********************************************************************
 PP1838  DESIGNATION -  7009 M
 PP1838  PID         -  PP1838
 PP1838  STATE/COUNTY-  MN/SCOTT
 PP1838  USGS QUAD   -  SHAKOPEE (1993)
 PP1838
 PP1838                         *CURRENT SURVEY CONTROL
 PP1838  ___________________________________________________________________
 PP1838* NAD 83(1986)-  44 47 00.     (N)    093 33 27.     (W)     SCALED    
 PP1838* NAVD 88     -       246.731  (meters)     809.48   (feet)  ADJUSTED  
 PP1838  ___________________________________________________________________
 PP1838  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 PP1838  DYNAMIC HT  -         246.728 (meters)     809.47  (feet)  COMP
 PP1838  MODELED GRAV-     980,595.4   (mgal)                       NAVD 88
 PP1838
 PP1838  VERT ORDER  -  SECOND    CLASS 0
 PP1838
 PP1838.The horizontal coordinates were scaled from a topographic map and have
 PP1838.an estimated accuracy of +/- 6 seconds.
 PP1838
 PP1838.The orthometric height was determined by differential leveling
 PP1838.and adjusted by the National Geodetic Survey in September 1997..
 PP1838
 PP1838.The geoid height was determined by GEOID03.
 PP1838
 PP1838.The dynamic height is computed by dividing the NAVD 88
 PP1838.geopotential number by the normal gravity value computed on the
 PP1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1838.degrees latitude (g = 980.6199 gals.).
 PP1838
 PP1838.The modeled gravity was interpolated from observed gravity values.
 PP1838
 PP1838;                    North         East    Units  Estimated Accuracy
 PP1838;SPC MN S     -   298,250.      835,020.      MT  (+/- 180 meters Scaled)
 PP1838
 PP1838                          SUPERSEDED SURVEY CONTROL
 PP1838
 PP1838  NAVD 88 (06/15/91)  246.727  (m)          809.47   (f) UNKNOWN     2 0
 PP1838  NGVD 29 (??/??/92)  246.687  (m)          809.34   (f) ADJ UNCH    2 0
 PP1838
 PP1838.Superseded values are not recommended for survey control.
 PP1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1838.See file dsdata.txt to determine how the superseded data were derived.
 PP1838
 PP1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK558590(NAD 83)
 PP1838_MARKER: DD = SURVEY DISK
 PP1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1838_STAMPING: 7009 M 1971
 PP1838_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1838+STABILITY: SURFACE MOTION
 PP1838
 PP1838  HISTORY     - Date     Condition        Report By
 PP1838  HISTORY     - 1971     MONUMENTED       MNDT
 PP1838  HISTORY     - 1972     GOOD             MNDT
 PP1838  HISTORY     - 1980     GOOD             MNDT
 PP1838  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 PP1838
 PP1838                          STATION DESCRIPTION
 PP1838
 PP1838'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1838'2.05 MI SW FROM SHAKOPEE.
 PP1838'MARK IS LOCATED 2.05 MILES SOUTH ALONG TH 169 FROM THE JUNCTION OF TH
 PP1838'169 AND TH 101 IN SHAKOPEE, 1.6 MILES NORTH OF TH 41, 98 FEET NORTH OF
 PP1838'THE CENTERLINE OF A TOWNSHIP (T) ROAD WEST, 82 FEET NORTH OF A POWER
 PP1838'POLE, 74 FEET NORTHWEST OF AND 2.5 FEET LOWER THAN THE CENTERLINE OF
 PP1838'SOUTHBOUND TH 169 AT MILE POINT 108.1 (STATION 728+30), 1 FOOT NORTH
 PP1838'OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET
 PP1838'FLUSH WITH THE GROUND.  SW 1/4 SECTION 11, T 115N, R 23W.
 PP1838
 PP1838                          STATION RECOVERY (1980)
 PP1838
 PP1838'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1838'THE MARK WAS RECOVERED IN GOOD CONDITION 2.5 MI SOUTHWEST ALONG TRUNK
 PP1838'HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN SHAKOPEE, IN
 PP1838'THE SW 1/4 OF SECTION 11, T115N, R23W.  THE MARK IS 74 FEET NORTHWEST
 PP1838'OF THE CENTERLINE OF THE SOUTHBOUND LANE OF TRUNK HIGHWAY 169 AT
 PP1838'MILEPOINT 108.1 (STATION 728+30), 98 FEET NORTH OF THE CENTER OF A
 PP1838'GRAVEL TOWNSHIP ROAD TO THE WEST, 82 FEET NORTH OF A POWER POLE, AND
 PP1838'1.0 FOOT NORTH OF A STEEL WITNESS POST  THE MARK, A STANDARD MNDT
 PP1838'BENCH MARK DISK STAMPED---7009 M 1971---, IS SET IN THE TOP OF A ROUND
 PP1838'6 FOOT LONG MAGNETIC PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE
 PP1838'SURFACE OF THE GROUND.
 PP1838
 PP1838                          STATION RECOVERY (2002)
 PP1838
 PP1838'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1839 ***********************************************************************
 PP1839  DESIGNATION -  7009 N
 PP1839  PID         -  PP1839
 PP1839  STATE/COUNTY-  MN/SCOTT
 PP1839  USGS QUAD   -  SHAKOPEE (1993)
 PP1839
 PP1839                         *CURRENT SURVEY CONTROL
 PP1839  ___________________________________________________________________
 PP1839* NAD 83(1986)-  44 47 18.     (N)    093 33 07.     (W)     SCALED    
 PP1839* NAVD 88     -       234.703  (meters)     770.02   (feet)  ADJUSTED  
 PP1839  ___________________________________________________________________
 PP1839  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 PP1839  DYNAMIC HT  -         234.700 (meters)     770.01  (feet)  COMP
 PP1839  MODELED GRAV-     980,595.0   (mgal)                       NAVD 88
 PP1839
 PP1839  VERT ORDER  -  SECOND    CLASS 0
 PP1839
 PP1839.The horizontal coordinates were scaled from a topographic map and have
 PP1839.an estimated accuracy of +/- 6 seconds.
 PP1839
 PP1839.The orthometric height was determined by differential leveling
 PP1839.and adjusted by the National Geodetic Survey in September 1997..
 PP1839
 PP1839.The geoid height was determined by GEOID03.
 PP1839
 PP1839.The dynamic height is computed by dividing the NAVD 88
 PP1839.geopotential number by the normal gravity value computed on the
 PP1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1839.degrees latitude (g = 980.6199 gals.).
 PP1839
 PP1839.The modeled gravity was interpolated from observed gravity values.
 PP1839
 PP1839;                    North         East    Units  Estimated Accuracy
 PP1839;SPC MN S     -   298,800.      835,460.      MT  (+/- 180 meters Scaled)
 PP1839
 PP1839                          SUPERSEDED SURVEY CONTROL
 PP1839
 PP1839  NAVD 88 (06/15/91)  234.687  (m)          769.97   (f) UNKNOWN     2 0
 PP1839  NGVD 29 (??/??/92)  234.646  (m)          769.83   (f) ADJ UNCH    2 0
 PP1839
 PP1839.Superseded values are not recommended for survey control.
 PP1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1839.See file dsdata.txt to determine how the superseded data were derived.
 PP1839
 PP1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK563595(NAD 83)
 PP1839_MARKER: DD = SURVEY DISK
 PP1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1839_STAMPING: 7009 N 1971
 PP1839_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1839+STABILITY: SURFACE MOTION
 PP1839
 PP1839  HISTORY     - Date     Condition        Report By
 PP1839  HISTORY     - 1971     MONUMENTED       MNDT
 PP1839  HISTORY     - 1972     GOOD             MNDT
 PP1839  HISTORY     - 1980     GOOD             MNDT
 PP1839  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 PP1839
 PP1839                          STATION DESCRIPTION
 PP1839
 PP1839'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1839'1.5 MI SW FROM SHAKOPEE.
 PP1839'MARK IS LOCATED 1.5 MILES SOUTHWEST ALONG T.H. 169 FROM THE JUNCTION
 PP1839'OF T.H. 169 AND T.H. 101 IN SHAKOPEE, 0.25 MILES NORTHEAST OF COUNTY
 PP1839'ROAD 300, 54 FEET NORTHWEST OF AND 3 FEET LOWER THAN THE CENTERLINE OF
 PP1839'SOUTHBOUND T.H. 169 AT MILE POINT 108.6 (STATION 755 + 61), 10 FEET
 PP1839'SOUTH OF A TREE, 1 FOOT EAST OF A STEEL WITNESS POST, IN A 6 FOOT
 PP1839'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION
 PP1839'11, T 115N, R 23W.
 PP1839
 PP1839                          STATION RECOVERY (1980)
 PP1839
 PP1839'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1839'THE MARK WAS RECOVERED IN GOOD CONDITION 1.5 MI SOUTHWEST ALONG TRUNK
 PP1839'HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN SHAKOPEE, IN
 PP1839'THE NE 1/4 OF SECTION 11, T115N, R23W, 0.2 MI NORTH OF TRUNK HIGHWAY
 PP1839'300.  THE MARK IS 54 FEET NORTHWEST OF THE CENTERLINE OF THE
 PP1839'SOUTHBOUND LANE OF TRUNK HIGHWAY 169 AT MILEPOINT 108.6 (STATION
 PP1839'755+61), 10 FEET SOUTH OF A 8 INCH DIAMETER ASH TREE, AND 1.0 FOOT
 PP1839'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK
 PP1839'DISK STAMPED---7009 N 1971---, IS SET IN THE TOP OF A ROUND 6 FOOT
 PP1839'LONG MAGNETIC PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF
 PP1839'THE GROUND.
 PP1839
 PP1839                          STATION RECOVERY (2002)
 PP1839
 PP1839'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1822 ***********************************************************************
 PP1822  DESIGNATION -  7009 Q
 PP1822  PID         -  PP1822
 PP1822  STATE/COUNTY-  MN/SCOTT
 PP1822  USGS QUAD   -  JORDAN EAST (1981)
 PP1822
 PP1822                         *CURRENT SURVEY CONTROL
 PP1822  ___________________________________________________________________
 PP1822* NAD 83(1986)-  44 41 36.     (N)    093 36 07.     (W)     SCALED    
 PP1822* NAVD 88     -       226.308  (meters)     742.48   (feet)  ADJUSTED  
 PP1822  ___________________________________________________________________
 PP1822  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 PP1822  DYNAMIC HT  -         226.300 (meters)     742.45  (feet)  COMP
 PP1822  MODELED GRAV-     980,571.9   (mgal)                       NAVD 88
 PP1822
 PP1822  VERT ORDER  -  SECOND    CLASS 0
 PP1822
 PP1822.The horizontal coordinates were scaled from a topographic map and have
 PP1822.an estimated accuracy of +/- 6 seconds.
 PP1822
 PP1822.The orthometric height was determined by differential leveling
 PP1822.and adjusted by the National Geodetic Survey in September 1997..
 PP1822
 PP1822.The geoid height was determined by GEOID03.
 PP1822
 PP1822.The dynamic height is computed by dividing the NAVD 88
 PP1822.geopotential number by the normal gravity value computed on the
 PP1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1822.degrees latitude (g = 980.6199 gals.).
 PP1822
 PP1822.The modeled gravity was interpolated from observed gravity values.
 PP1822
 PP1822;                    North         East    Units  Estimated Accuracy
 PP1822;SPC MN S     -   288,230.      831,550.      MT  (+/- 180 meters Scaled)
 PP1822
 PP1822                          SUPERSEDED SURVEY CONTROL
 PP1822
 PP1822  NAVD 88 (06/15/91)  226.369  (m)          742.68   (f) UNKNOWN     2 0
 PP1822  NGVD 29 (??/??/92)  226.336  (m)          742.57   (f) ADJ UNCH    2 0
 PP1822
 PP1822.Superseded values are not recommended for survey control.
 PP1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1822.See file dsdata.txt to determine how the superseded data were derived.
 PP1822
 PP1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK523490(NAD 83)
 PP1822_MARKER: DD = SURVEY DISK
 PP1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1822_STAMPING: 7009 Q 1972
 PP1822_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1822+STABILITY: SURFACE MOTION
 PP1822
 PP1822  HISTORY     - Date     Condition        Report By
 PP1822  HISTORY     - 1972     MONUMENTED       MNDT
 PP1822  HISTORY     - 1973     GOOD             MNDT
 PP1822  HISTORY     - 1980     GOOD             MNDT
 PP1822  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 PP1822
 PP1822                          STATION DESCRIPTION
 PP1822
 PP1822'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1822'2.7 MI NE FROM JORDAN.
 PP1822'THE MARK IS 2.7 MILES NORTHEAST MEASURED ALONG T.H. 169 FROM ITS
 PP1822'JUNCTION WITH T.H. 282 IN JORDAN.  IT IS 0.6 MILES NORTHEAST OF COUNTY
 PP1822'ROAD NO. 63, 78 FEET WEST OF SOUTHBOUND T.H. 169 STATION 371+71, 57
 PP1822'FEET EAST OF CHICAGO AND NORTHWESTERN RAILROAD, 19 FEET SOUTH OF FIELD
 PP1822'ENTRANCE, 8 FEET SOUTHEAST OF TELEPHONE POLE.  IT IS A STANDARD DISK
 PP1822'IN A 6 FOOT PRECAST REINFORCED CONCRETE POST, 1.0 FOOT EAST OF A STEEL
 PP1822'WITNESS POST, AT T.H. 169 MILE MARK 101.3, SET FLUSH WITH THE GROUND.
 PP1822'SE 1/4 SECTION 8, T 114N, R 23W.
 PP1822
 PP1822                          STATION RECOVERY (1980)
 PP1822
 PP1822'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1822'THE MARK WAS RECOVERED IN GOOD CONDITION 2.65 MILES NORTHEAST ALONG
 PP1822'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN,
 PP1822'IN THE SE 1/4 OF SECTION 8, T114N, R23W, 0.6 MILE NORTHEAST OF COUNTY
 PP1822'ROAD 63.  THE MARK IS 78 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND
 PP1822'LANE OF TRUNK HIGHWAY 169 AT MILEPOINT 101.3 (STATION 371+71), 57 FEET
 PP1822'EAST OF THE RAILROAD TRACK, 19 FEET SOUTH OF THE CENTER OF A FIELD
 PP1822'ENTRANCE, 32 FEET SOUTHEAST OF A TELEGRAPH POLE, AND 1.0 FOOT EAST OF
 PP1822'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP1822'STAMPED---7009 Q 1972---, IS SET IN THE TOP OF A ROUND 6 FOOT LONG
 PP1822'MAGNETIC PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 PP1822'GROUND.
 PP1822
 PP1822                          STATION RECOVERY (2002)
 PP1822
 PP1822'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1824 ***********************************************************************
 PP1824  DESIGNATION -  7009 R
 PP1824  PID         -  PP1824
 PP1824  STATE/COUNTY-  MN/SCOTT
 PP1824  USGS QUAD   -  JORDAN EAST (1981)
 PP1824
 PP1824                         *CURRENT SURVEY CONTROL
 PP1824  ___________________________________________________________________
 PP1824* NAD 83(1996)-  44 42 33.33117(N)    093 35 31.33587(W)     ADJUSTED  
 PP1824* NAVD 88     -       224.897  (meters)     737.85   (feet)  ADJUSTED  
 PP1824  ___________________________________________________________________
 PP1824  X           -    -284,471.868 (meters)                     COMP
 PP1824  Y           -  -4,531,599.911 (meters)                     COMP
 PP1824  Z           -   4,464,583.396 (meters)                     COMP
 PP1824  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 PP1824  ELLIP HEIGHT-         198.03  (meters)          (08/22/03) GPS OBS
 PP1824  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 PP1824  DYNAMIC HT  -         224.889 (meters)     737.82  (feet)  COMP
 PP1824  MODELED GRAV-     980,576.3   (mgal)                       NAVD 88
 PP1824
 PP1824  HORZ ORDER  -  FIRST
 PP1824  VERT ORDER  -  SECOND    CLASS 0
 PP1824  ELLP ORDER  -  FOURTH    CLASS I
 PP1824
 PP1824.The horizontal coordinates were established by GPS observations
 PP1824.and adjusted by the MN DEPT OF TRANSP in August 2003..
 PP1824
 PP1824.The orthometric height was determined by differential leveling
 PP1824.and adjusted by the National Geodetic Survey in September 1997..
 PP1824
 PP1824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1824
 PP1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1824
 PP1824.The ellipsoidal height was determined by GPS observations
 PP1824.and is referenced to NAD 83.
 PP1824
 PP1824.The geoid height was determined by GEOID03.
 PP1824
 PP1824.The dynamic height is computed by dividing the NAVD 88
 PP1824.geopotential number by the normal gravity value computed on the
 PP1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1824.degrees latitude (g = 980.6199 gals.).
 PP1824
 PP1824.The modeled gravity was interpolated from observed gravity values.
 PP1824
 PP1824;                    North         East     Units Scale Factor Converg.
 PP1824;SPC MN S     -   289,999.537   832,326.350   MT  0.99992860   +0 17 09.4
 PP1824;UTM  15      - 4,950,824.007   453,102.982   MT  0.99962704   -0 24 59.4
 PP1824
 PP1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1824!SPC MN S     -   0.99996895  x   0.99992860  =   0.99989755
 PP1824!UTM  15      -   0.99996895  x   0.99962704  =   0.99959600
 PP1824
 PP1824                          SUPERSEDED SURVEY CONTROL
 PP1824
 PP1824  NAVD 88 (06/15/91)  224.895  (m)          737.84   (f) UNKNOWN     2 0
 PP1824  NGVD 29 (??/??/92)  224.861  (m)          737.73   (f) ADJ UNCH    2 0
 PP1824
 PP1824.Superseded values are not recommended for survey control.
 PP1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1824.See file dsdata.txt to determine how the superseded data were derived.
 PP1824
 PP1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5310350824(NAD 83)
 PP1824_MARKER: DB = BENCH MARK DISK
 PP1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1824_STAMPING: 7009 R 1972
 PP1824_MARK LOGO: MNHD  
 PP1824_PROJECTION: RECESSED 5 CENTIMETERS
 PP1824_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1824+STABILITY: SURFACE MOTION
 PP1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1824+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2002
 PP1824
 PP1824  HISTORY     - Date     Condition        Report By
 PP1824  HISTORY     - 1972     MONUMENTED       MNDT
 PP1824  HISTORY     - 1973     GOOD             MNDT
 PP1824  HISTORY     - 1980     GOOD             MNDT
 PP1824  HISTORY     - 20020904 GOOD             MNDT
 PP1824  HISTORY     - 20021022 GOOD             USPSQD
 PP1824
 PP1824                          STATION DESCRIPTION
 PP1824
 PP1824'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1824'3.8 MI NE FROM JORDAN.
 PP1824'THE MARK IS 3.8 MILES NORTHEAST MEASURED ALONG T.H. 169 FROM ITS
 PP1824'JUNCTION WITH T.H. 282 IN JORDAN.  IT IS 0.6 MILE NORTHEAST OF COUNTY
 PP1824'ROAD NO. 65, 127 FEET SOUTH OF FARM ENTRANCE, 60 FEET WEST OF
 PP1824'SOUTHBOUND T.H. 169 STATION 430+78, 37 FEET EAST OF CHICAGO AND
 PP1824'NORTHWESTERN RAILROAD, 35 FEET NORTH OF A TELEPHONE POLE, 25 FEET
 PP1824'NORTH OF A TELEPHONE POLE.  IT IS A STANDARD DISK IN A 6 FOOT PRECAST
 PP1824'REINFORCED CONCRETE POST, 1.0 FOOT EAST OF A STEEL WITNESS POST, ABOUT
 PP1824'2 FEET BELOW THE LEVEL OF T.H. 169, AT T.H. 169 MILE MARK 102.4, SET
 PP1824'FLUSH WITH THE GROUND.  SW 1/4 SECTION 4, T 114N, R 23W.
 PP1824
 PP1824                          STATION RECOVERY (1980)
 PP1824
 PP1824'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1824'THE MARK WAS RECOVERED IN GOOD CONDITION 3.8 MILES NORTHEAST ALONG
 PP1824'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN,
 PP1824'IN THE SW 1/4 OF SECTION 4, T114N, R23W, 0.6 MILE NORTHEAST OF COUNTY
 PP1824'ROAD 65.  THE MARK IS 60 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND
 PP1824'LANE OF TRUNK HIGHWAY 169 AT MILEPOINT 102.4 (STATION 430+78), 37 FEET
 PP1824'EAST OF THE CENTER OF THE RAILROAD TRACK, 127 FEET SOUTH OF A FARM
 PP1824'ENTRANCE, 35 FEET NORTH OF A TELEGRAPH POLE, AND 1.0 FOOT EAST OF A
 PP1824'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP1824'STAMPED---7009 R 1972---, IS SET IN THE TOP OF A ROUND MAGNETIC 6 FOOT
 PP1824'LONG PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 PP1824'GROUND.
 PP1824
 PP1824                          STATION RECOVERY (2002)
 PP1824
 PP1824'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 PP1824'THE MARK WAS RECOVERED 3.8 MI (6.1 KM) NE OF JCT OF TH 169 AND TH 282
 PP1824'IN JORDAN, 0.6 MI (1.0 KM) NE OF CO RD 65 , 60 FT (18.3 M) WEST OF SB
 PP1824'TH 169, AT TH 169 MP 102.4, 37 FT (11.3 M) EAST OF RR, 127 FT (38.7 M)
 PP1824'SOUTH OF ENTRANCE TO HERMANS LANDSCAPE SUPPLIES AND CONTINENTAL LIFT
 PP1824'TRUCK, 135 FT (41.1 M) SOUTH OF 166TH ST WEST, (16600 JOHNSON MEMORIAL
 PP1824'DR) , 3.5 FT (1.1 M) NORTH OF CABLE MARKER, 1.0 FT (0.3 M) EAST OF WIT
 PP1824'POST, RECESSED 2 INCHES, MAGNETIC.
 PP1824
 PP1824                          STATION RECOVERY (2002)
 PP1824
 PP1824'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1824'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1825 ***********************************************************************
 PP1825  DESIGNATION -  7009 S
 PP1825  PID         -  PP1825
 PP1825  STATE/COUNTY-  MN/SCOTT
 PP1825  USGS QUAD   -  JORDAN EAST (1981)
 PP1825
 PP1825                         *CURRENT SURVEY CONTROL
 PP1825  ___________________________________________________________________
 PP1825* NAD 83(1986)-  44 42 58.     (N)    093 35 16.     (W)     SCALED    
 PP1825* NAVD 88     -       230.363  (meters)     755.78   (feet)  ADJUSTED  
 PP1825  ___________________________________________________________________
 PP1825  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 PP1825  DYNAMIC HT  -         230.356 (meters)     755.76  (feet)  COMP
 PP1825  MODELED GRAV-     980,578.3   (mgal)                       NAVD 88
 PP1825
 PP1825  VERT ORDER  -  SECOND    CLASS 0
 PP1825
 PP1825.The horizontal coordinates were scaled from a topographic map and have
 PP1825.an estimated accuracy of +/- 6 seconds.
 PP1825
 PP1825.The orthometric height was determined by differential leveling
 PP1825.and adjusted by the National Geodetic Survey in September 1997..
 PP1825
 PP1825.The geoid height was determined by GEOID03.
 PP1825
 PP1825.The dynamic height is computed by dividing the NAVD 88
 PP1825.geopotential number by the normal gravity value computed on the
 PP1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1825.degrees latitude (g = 980.6199 gals.).
 PP1825
 PP1825.The modeled gravity was interpolated from observed gravity values.
 PP1825
 PP1825;                    North         East    Units  Estimated Accuracy
 PP1825;SPC MN S     -   290,760.      832,660.      MT  (+/- 180 meters Scaled)
 PP1825
 PP1825                          SUPERSEDED SURVEY CONTROL
 PP1825
 PP1825  NAVD 88 (06/15/91)  230.369  (m)          755.80   (f) UNKNOWN     2 0
 PP1825  NGVD 29 (??/??/92)  230.335  (m)          755.69   (f) ADJ UNCH    2 0
 PP1825
 PP1825.Superseded values are not recommended for survey control.
 PP1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1825.See file dsdata.txt to determine how the superseded data were derived.
 PP1825
 PP1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK534515(NAD 83)
 PP1825_MARKER: DD = SURVEY DISK
 PP1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1825_STAMPING: 7009 S 1972
 PP1825_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1825+STABILITY: SURFACE MOTION
 PP1825
 PP1825  HISTORY     - Date     Condition        Report By
 PP1825  HISTORY     - 1972     MONUMENTED       MNDT
 PP1825  HISTORY     - 1973     GOOD             MNDT
 PP1825  HISTORY     - 1980     GOOD             MNDT
 PP1825  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 PP1825
 PP1825                          STATION DESCRIPTION
 PP1825
 PP1825'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1825'4.3 MI NE FROM JORDAN.
 PP1825'THE MARK IS 4.3 MILES NORTHEAST MEASURED ALONG T.H. 169 FROM ITS
 PP1825'JUNCTION WITH T.H. 282 IN JORDAN.  IT IS 0.2 MILE NORTHEAST OF A
 PP1825'TOWNSHIP ROAD EAST, 68 FEET WEST OF SOUTHBOUND T.H. 169 STATION
 PP1825'458+57, 28 FEET EAST OF CHICAGO AND NORTHWESTERN RAILROAD, 19 FEET
 PP1825'NORTH OF A FIELD ENTRANCE, 9 FEET NORTH OF TELEPHONE POLE.  IT IS A
 PP1825'STANDARD DISK IN A 6 FOOT PRECAST REINFORCED CONCRETE POST, 1.0 FOOT
 PP1825'EAST OF A STEEL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF T.H.
 PP1825'169, AT T.H. 169 MILE MARK 102.9.  NE 1/4 SECTION 4, T 114N, R 23W.
 PP1825
 PP1825                          STATION RECOVERY (1980)
 PP1825
 PP1825'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1825'THE MARK WAS RECOVERED IN GOOD CONDITION 4.25 MILES NORTHEAST ALONG
 PP1825'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN,
 PP1825'IN THE NE 1/4 OF SECTION 4, T114N, R23W.  THE MARK IS 0.2 MILE NORTH
 PP1825'OF A TOWNSHIP ROAD TO THE EAST, 68 FEET WEST OF THE CENTERLINE OF THE
 PP1825'SOUTHBOUND LANE OF TRUNK HIGHWAY 169 AT MILEPOINT 102.9 (STATION
 PP1825'458+57), 28 FEET EAST OF THE RAILROAD, 19 FEET NORTH OF A FIELD
 PP1825'ENTRANCE, 9 FEET NORTH OF A TELEGRAPH POLE, AND 1.0 FOOT EAST OF A
 PP1825'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP1825'STAMPED---7009 S 1972---, IS SET IN THE TOP OF A ROUND 6 FOOT LONG
 PP1825'MAGNETIC PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 PP1825'GROUND.
 PP1825
 PP1825                          STATION RECOVERY (2002)
 PP1825
 PP1825'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1826 ***********************************************************************
 PP1826  DESIGNATION -  7009 T
 PP1826  PID         -  PP1826
 PP1826  STATE/COUNTY-  MN/SCOTT
 PP1826  USGS QUAD   -  JORDAN EAST (1981)
 PP1826
 PP1826                         *CURRENT SURVEY CONTROL
 PP1826  ___________________________________________________________________
 PP1826* NAD 83(1986)-  44 43 18.     (N)    093 35 11.     (W)     SCALED    
 PP1826* NAVD 88     -       229.376  (meters)     752.54   (feet)  ADJUSTED  
 PP1826  ___________________________________________________________________
 PP1826  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 PP1826  DYNAMIC HT  -         229.369 (meters)     752.52  (feet)  COMP
 PP1826  MODELED GRAV-     980,579.9   (mgal)                       NAVD 88
 PP1826
 PP1826  VERT ORDER  -  SECOND    CLASS 0
 PP1826
 PP1826.The horizontal coordinates were scaled from a topographic map and have
 PP1826.an estimated accuracy of +/- 6 seconds.
 PP1826
 PP1826.The orthometric height was determined by differential leveling
 PP1826.and adjusted by the National Geodetic Survey in June 1991..
 PP1826
 PP1826.The geoid height was determined by GEOID03.
 PP1826
 PP1826.The dynamic height is computed by dividing the NAVD 88
 PP1826.geopotential number by the normal gravity value computed on the
 PP1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1826.degrees latitude (g = 980.6199 gals.).
 PP1826
 PP1826.The modeled gravity was interpolated from observed gravity values.
 PP1826
 PP1826;                    North         East    Units  Estimated Accuracy
 PP1826;SPC MN S     -   291,380.      832,770.      MT  (+/- 180 meters Scaled)
 PP1826
 PP1826                          SUPERSEDED SURVEY CONTROL
 PP1826
 PP1826  NGVD 29 (??/??/92)  229.341  (m)          752.43   (f) ADJ UNCH    2 0
 PP1826
 PP1826.Superseded values are not recommended for survey control.
 PP1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1826.See file dsdata.txt to determine how the superseded data were derived.
 PP1826
 PP1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK535521(NAD 83)
 PP1826_MARKER: DD = SURVEY DISK
 PP1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1826_STAMPING: 7009 T 1972
 PP1826_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1826+STABILITY: SURFACE MOTION
 PP1826
 PP1826  HISTORY     - Date     Condition        Report By
 PP1826  HISTORY     - 1972     MONUMENTED       MNDT
 PP1826  HISTORY     - 1973     GOOD             MNDT
 PP1826  HISTORY     - 1980     GOOD             MNDT
 PP1826  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 PP1826
 PP1826                          STATION DESCRIPTION
 PP1826
 PP1826'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1826'4.8 MI NE FROM JORDAN.
 PP1826'THE MARK IS 4.8 MILES NORTHEAST MEASURED ALONG T.H. 169 FROM ITS
 PP1826'JUNCTION WITH T.H. 282 IN JORDAN.  IT IS 0.6 MILE NORTHEAST OF A
 PP1826'TOWNSHIP ROAD EAST, 58 FEET WEST OF SOUTHBOUND T.H. 169 STATION
 PP1826'481+78, 29 FEET EAST OF THE CHICAGO AND NORTHWESTERN RAILROAD, 7 FEET
 PP1826'NORTH OF A TELEPHONE POLE.  IT IS A STANDARD DISK IN A 6 FOOT PRECAST
 PP1826'REINFORCED CONCRETE POST, 1.0 FOOT EAST OF A STEEL WITNESS POST, ABOUT
 PP1826'3 FEET BELOW THE LEVEL OF T.H. 169, AT T.H. 169 MILE MARK 103.4, SET
 PP1826'FLUSH WITH THE GROUND.  SE 1/4 SECTION 33, T 115N, R 23W.
 PP1826
 PP1826                          STATION RECOVERY (1980)
 PP1826
 PP1826'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1826'THE MARK WAS RECOVERED IN GOOD CONDITION 4.75 MILES NORTHEAST ALONG
 PP1826'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN,
 PP1826'IN THE SE 1/4 OF SECTION 33, T115N, R23W.  THE MARK IS 0.6 MILE
 PP1826'NORTHEAST OF A TOWNSHIP ROAD TO THE EAST, 58 FEET WEST OF THE
 PP1826'CENTERLINE OF THE SOUTHBOUND LANE OF TRUNK HIGHWAY 169 AT MILEPOINT
 PP1826'103.4 (STATION 481+78), 29 FEET EAST OF THE CENTER OF THE RAILROAD
 PP1826'TRACK, 7 FEET NORTH OF A TELEGRAPH POLE, AND 1.0 FOOT EAST OF A STEEL
 PP1826'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP1826'STAMPED---7009 T 1972---, IS SET IN THE TOP OF A ROUND 6 FOOT LONG
 PP1826'MAGNETIC PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 PP1826'GROUND.
 PP1826
 PP1826                          STATION RECOVERY (2002)
 PP1826
 PP1826'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1828 ***********************************************************************
 PP1828  DESIGNATION -  7009 U
 PP1828  PID         -  PP1828
 PP1828  STATE/COUNTY-  MN/SCOTT
 PP1828  USGS QUAD   -  JORDAN EAST (1981)
 PP1828
 PP1828                         *CURRENT SURVEY CONTROL
 PP1828  ___________________________________________________________________
 PP1828* NAD 83(1986)-  44 44 08.     (N)    093 35 23.     (W)     SCALED    
 PP1828* NAVD 88     -       227.510  (meters)     746.42   (feet)  ADJUSTED  
 PP1828  ___________________________________________________________________
 PP1828  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 PP1828  DYNAMIC HT  -         227.504 (meters)     746.40  (feet)  COMP
 PP1828  MODELED GRAV-     980,583.9   (mgal)                       NAVD 88
 PP1828
 PP1828  VERT ORDER  -  SECOND    CLASS 0
 PP1828
 PP1828.The horizontal coordinates were scaled from a topographic map and have
 PP1828.an estimated accuracy of +/- 6 seconds.
 PP1828
 PP1828.The orthometric height was determined by differential leveling
 PP1828.and adjusted by the National Geodetic Survey in September 1997..
 PP1828
 PP1828.The geoid height was determined by GEOID03.
 PP1828
 PP1828.The dynamic height is computed by dividing the NAVD 88
 PP1828.geopotential number by the normal gravity value computed on the
 PP1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1828.degrees latitude (g = 980.6199 gals.).
 PP1828
 PP1828.The modeled gravity was interpolated from observed gravity values.
 PP1828
 PP1828;                    North         East    Units  Estimated Accuracy
 PP1828;SPC MN S     -   292,920.      832,500.      MT  (+/- 180 meters Scaled)
 PP1828
 PP1828                          SUPERSEDED SURVEY CONTROL
 PP1828
 PP1828  NAVD 88 (06/15/91)  227.514  (m)          746.44   (f) UNKNOWN     2 0
 PP1828  NGVD 29 (??/??/92)  227.478  (m)          746.32   (f) ADJ UNCH    2 0
 PP1828
 PP1828.Superseded values are not recommended for survey control.
 PP1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1828.See file dsdata.txt to determine how the superseded data were derived.
 PP1828
 PP1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK533537(NAD 83)
 PP1828_MARKER: DD = SURVEY DISK
 PP1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1828_STAMPING: 7009 U 1972
 PP1828_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1828+STABILITY: SURFACE MOTION
 PP1828
 PP1828  HISTORY     - Date     Condition        Report By
 PP1828  HISTORY     - 1972     MONUMENTED       MNDT
 PP1828  HISTORY     - 1973     GOOD             MNDT
 PP1828  HISTORY     - 1980     GOOD             MNDT
 PP1828  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 PP1828
 PP1828                          STATION DESCRIPTION
 PP1828
 PP1828'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1828'5.7 MI NE FROM JORDAN.
 PP1828'THE MARK IS 5.7 MILES NORTHEAST MEASURED ALONG T.H. 169 FROM ITS
 PP1828'JUNCTION WITH T.H. 282 IN JORDAN.  IT IS 0.2 MILE NORTHEAST OF COUNTY
 PP1828'ROAD NO. 14, 57 FEET WEST OF SOUTHBOUND T.H. 169 STATION 527+56, 56
 PP1828'FEET SOUTH OF A 4 INCH MAPLE TREE, 20 FEET NORTHEAST OF AN EVERGREEN,
 PP1828'19 FEET EAST OF A FENCE, 7 FEET SOUTHEAST OF A TELEPHONE POLE.  IT IS
 PP1828'A STANDARD DISK IN A 6 FOOT PRECAST REINFORCED CONCRETE POST, 1.0 FOOT
 PP1828'EAST OF A STEEL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF T.H.
 PP1828'169, AT T.H. 169 MILE MARK 104.3, SET 4 INCHES BELOW GROUND.  SE 1/4
 PP1828'SECTION 28, T 115N, R 23W.
 PP1828
 PP1828                          STATION RECOVERY (1980)
 PP1828
 PP1828'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1828'THE MARK WAS RECOVERED IN GOOD CONDITION 5.7 MILES NORTHEAST ALONG
 PP1828'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN,
 PP1828'IN THE SE 1/4 OF SECTION 28, T115N, R23W, 0.2 MILE NORTHEAST OF COUNTY
 PP1828'ROAD 14.  THE MARK IS 57 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND
 PP1828'LANE OF TRUNK HIGHWAY 169 AT MILEPOINT 104.25 (STATION 527+56), 56
 PP1828'FEET SOUTH OF A 4 INCH DIAMETER MAPLE TREE, 20 FEET NORTHEAST OF AN
 PP1828'EVERGREEN TREE, 19 FEET EAST OF A FENCE, 7 FEET SOUTH OF A POWER POLE,
 PP1828'AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP1828'BENCH MARK DISK STAMPED---7009 U 1972---, IS SET IN THE TOP OF A ROUND
 PP1828'6 FOOT LONG MAGNETIC PRECAST CONCRETE POST THAT IS BURIED 4 INCHES
 PP1828'BELOW THE SURFACE OF THE GROUND.
 PP1828
 PP1828                          STATION RECOVERY (2002)
 PP1828
 PP1828'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8778 ***********************************************************************
 AC8778  DESIGNATION -  7009 V
 AC8778  PID         -  AC8778
 AC8778  STATE/COUNTY-  MN/SCOTT
 AC8778  USGS QUAD   -  JORDAN EAST (1981)
 AC8778
 AC8778                         *CURRENT SURVEY CONTROL
 AC8778  ___________________________________________________________________
 AC8778* NAD 83(1986)-  44 41 16.     (N)    093 36 37.     (W)     SCALED    
 AC8778* NAVD 88     -       224.566  (meters)     736.76   (feet)  ADJUSTED  
 AC8778  ___________________________________________________________________
 AC8778  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AC8778  DYNAMIC HT  -         224.557 (meters)     736.73  (feet)  COMP
 AC8778  MODELED GRAV-     980,569.4   (mgal)                       NAVD 88
 AC8778
 AC8778  VERT ORDER  -  SECOND    CLASS I
 AC8778
 AC8778.The horizontal coordinates were scaled from a topographic map and have
 AC8778.an estimated accuracy of +/- 6 seconds.
 AC8778
 AC8778.The orthometric height was determined by differential leveling
 AC8778.and adjusted by the National Geodetic Survey in September 1997..
 AC8778
 AC8778.The geoid height was determined by GEOID03.
 AC8778
 AC8778.The dynamic height is computed by dividing the NAVD 88
 AC8778.geopotential number by the normal gravity value computed on the
 AC8778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8778.degrees latitude (g = 980.6199 gals.).
 AC8778
 AC8778.The modeled gravity was interpolated from observed gravity values.
 AC8778
 AC8778;                    North         East    Units  Estimated Accuracy
 AC8778;SPC MN S     -   287,610.      830,890.      MT  (+/- 180 meters Scaled)
 AC8778
 AC8778                          SUPERSEDED SURVEY CONTROL
 AC8778
 AC8778.No superseded survey control is available for this station.
 AC8778
 AC8778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK516484(NAD 83)
 AC8778_MARKER: DD = SURVEY DISK
 AC8778_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC8778_STAMPING: 7009 V 1980
 AC8778_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8778
 AC8778  HISTORY     - Date     Condition        Report By
 AC8778  HISTORY     - 1980     MONUMENTED       MNDT
 AC8778  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 AC8778
 AC8778                          STATION DESCRIPTION
 AC8778
 AC8778'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8778'THE MARK IS LOCATED 1.95 MILES NORTHEAST ALONG TRUNK HIGHWAY 169 FROM
 AC8778'ITS JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN, IN THE NE 1/4 OF
 AC8778'SECTION 17, T114N, R23W.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AC8778'STAMPED---7009 V 1980---, IS SET IN THE TOP OF THE SOUTH END OF THE
 AC8778'WEST HEADWALL OF A CONCRETE BOX CULVERT AT MILEPOINT 100.65, ABOUT 10
 AC8778'FEET BELOW THE LEVEL OF THE SOUTHBOUND LANE OF TRUNK HIGHWAY 169 AT
 AC8778'STATION 339+80.
 AC8778
 AC8778                          STATION RECOVERY (2002)
 AC8778
 AC8778'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AC8778'HEADWALL COVERED WITH LOTS OF DIRT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8779 ***********************************************************************
 AC8779  DESIGNATION -  7009 W
 AC8779  PID         -  AC8779
 AC8779  STATE/COUNTY-  MN/SCOTT
 AC8779  USGS QUAD   -  JORDAN EAST (1981)
 AC8779
 AC8779                         *CURRENT SURVEY CONTROL
 AC8779  ___________________________________________________________________
 AC8779* NAD 83(1986)-  44 41 16.     (N)    093 36 37.     (W)     SCALED    
 AC8779* NAVD 88     -       225.166  (meters)     738.73   (feet)  ADJUSTED  
 AC8779  ___________________________________________________________________
 AC8779  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AC8779  DYNAMIC HT  -         225.157 (meters)     738.70  (feet)  COMP
 AC8779  MODELED GRAV-     980,569.4   (mgal)                       NAVD 88
 AC8779
 AC8779  VERT ORDER  -  SECOND    CLASS I
 AC8779
 AC8779.The horizontal coordinates were scaled from a topographic map and have
 AC8779.an estimated accuracy of +/- 6 seconds.
 AC8779
 AC8779.The orthometric height was determined by differential leveling
 AC8779.and adjusted by the National Geodetic Survey in September 1997..
 AC8779
 AC8779.The geoid height was determined by GEOID03.
 AC8779
 AC8779.The dynamic height is computed by dividing the NAVD 88
 AC8779.geopotential number by the normal gravity value computed on the
 AC8779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8779.degrees latitude (g = 980.6199 gals.).
 AC8779
 AC8779.The modeled gravity was interpolated from observed gravity values.
 AC8779
 AC8779;                    North         East    Units  Estimated Accuracy
 AC8779;SPC MN S     -   287,610.      830,890.      MT  (+/- 180 meters Scaled)
 AC8779
 AC8779                          SUPERSEDED SURVEY CONTROL
 AC8779
 AC8779.No superseded survey control is available for this station.
 AC8779
 AC8779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK516484(NAD 83)
 AC8779_MARKER: DD = SURVEY DISK
 AC8779_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC8779_STAMPING: 7009 W 1980
 AC8779_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8779
 AC8779  HISTORY     - Date     Condition        Report By
 AC8779  HISTORY     - 1980     MONUMENTED       MNDT
 AC8779  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 AC8779
 AC8779                          STATION DESCRIPTION
 AC8779
 AC8779'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8779'THE MARK IS LOCATED 2.0 MILES NORTHEAST ALONG TRUNK HIGHWAY 169 FROM
 AC8779'ITS JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN, IN THE NE 1/4 OF
 AC8779'SECTION 17, T114N, R23W.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AC8779'STAMPED---7009 W 1980---, IS SET IN THE TOP OF THE NORTH END OF THE
 AC8779'EAST HEADWALL OF A CONCRETE BOX CULVERT AT MILEPOINT 100.65, ABOUT 10
 AC8779'FEET BELOW THE LEVEL OF THE NORTHBOUND LANE OF TRUNK HIGHWAY 169 AT
 AC8779'STATION 339+80.
 AC8779
 AC8779                          STATION RECOVERY (2002)
 AC8779
 AC8779'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AC8779'HEADWALL COVERED WITH LOTS OF DIRT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1833 ***********************************************************************
 PP1833  DESIGNATION -  7010 A
 PP1833  PID         -  PP1833
 PP1833  STATE/COUNTY-  MN/SCOTT
 PP1833  USGS QUAD   -  SHAKOPEE (1993)
 PP1833
 PP1833                         *CURRENT SURVEY CONTROL
 PP1833  ___________________________________________________________________
 PP1833* NAD 83(1986)-  44 46 29.     (N)    093 35 23.     (W)     SCALED    
 PP1833* NAVD 88     -       220.781  (meters)     724.35   (feet)  ADJUSTED  
 PP1833  ___________________________________________________________________
 PP1833  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 PP1833  DYNAMIC HT  -         220.778 (meters)     724.34  (feet)  COMP
 PP1833  MODELED GRAV-     980,598.0   (mgal)                       NAVD 88
 PP1833
 PP1833  VERT ORDER  -  SECOND    CLASS 0
 PP1833
 PP1833.The horizontal coordinates were scaled from a topographic map and have
 PP1833.an estimated accuracy of +/- 6 seconds.
 PP1833
 PP1833.The orthometric height was determined by differential leveling
 PP1833.and adjusted by the National Geodetic Survey in June 1991..
 PP1833
 PP1833.The geoid height was determined by GEOID03.
 PP1833
 PP1833.The dynamic height is computed by dividing the NAVD 88
 PP1833.geopotential number by the normal gravity value computed on the
 PP1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1833.degrees latitude (g = 980.6199 gals.).
 PP1833
 PP1833.The modeled gravity was interpolated from observed gravity values.
 PP1833
 PP1833;                    North         East    Units  Estimated Accuracy
 PP1833;SPC MN S     -   297,280.      832,470.      MT  (+/- 180 meters Scaled)
 PP1833
 PP1833                          SUPERSEDED SURVEY CONTROL
 PP1833
 PP1833  NGVD 29 (??/??/92)  220.745  (m)          724.23   (f) ADJ UNCH    2 0
 PP1833
 PP1833.Superseded values are not recommended for survey control.
 PP1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1833.See file dsdata.txt to determine how the superseded data were derived.
 PP1833
 PP1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK533580(NAD 83)
 PP1833_MARKER: DD = SURVEY DISK
 PP1833_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1833_SP_SET: BRIDGE
 PP1833_STAMPING: 7010-A 1971
 PP1833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1833
 PP1833  HISTORY     - Date     Condition        Report By
 PP1833  HISTORY     - 1971     MONUMENTED       MNDT
 PP1833  HISTORY     - 1972     GOOD             MNDT
 PP1833  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 PP1833
 PP1833                          STATION DESCRIPTION
 PP1833
 PP1833'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1833'1.3 MI S FROM CHASKA.
 PP1833'MARK IS LOCATED 1.3 MILES SOUTH ALONG TH 41 FROM THE JUNCTION OF TH 41
 PP1833'AND TH 212 IN CHASKA, 0.8 MILES NORTH OF TH 169, 0.75 MILES SOUTH OF
 PP1833'THE MINNESOTA RIVER, AT THE NORTHEAST END OF GIFFORD LAKE, IN THE
 PP1833'SOUTHWEST CORNER OF BRIDGE NO. 6763, TH 41 (MILE POINT 0.8) OVER A
 PP1833'STREAM.  NE 1/4 SECTION 16, T 115N, R 23W.
 PP1833
 PP1833                          STATION RECOVERY (2002)
 PP1833
 PP1833'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1833'NEW BRIDGE BUILT IN 1988, NO MARKER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1834 ***********************************************************************
 PP1834  DESIGNATION -  7010 B
 PP1834  PID         -  PP1834
 PP1834  STATE/COUNTY-  MN/SCOTT
 PP1834  USGS QUAD   -  SHAKOPEE (1993)
 PP1834
 PP1834                         *CURRENT SURVEY CONTROL
 PP1834  ___________________________________________________________________
 PP1834* NAD 83(1986)-  44 46 55.     (N)    093 35 57.     (W)     SCALED    
 PP1834* NAVD 88     -       221.389  (meters)     726.34   (feet)  ADJUSTED  
 PP1834  ___________________________________________________________________
 PP1834  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 PP1834  DYNAMIC HT  -         221.387 (meters)     726.33  (feet)  COMP
 PP1834  MODELED GRAV-     980,601.0   (mgal)                       NAVD 88
 PP1834
 PP1834  VERT ORDER  -  SECOND    CLASS 0
 PP1834
 PP1834.The horizontal coordinates were scaled from a topographic map and have
 PP1834.an estimated accuracy of +/- 6 seconds.
 PP1834
 PP1834.The orthometric height was determined by differential leveling
 PP1834.and adjusted by the National Geodetic Survey in June 1991..
 PP1834
 PP1834.The geoid height was determined by GEOID03.
 PP1834
 PP1834.The dynamic height is computed by dividing the NAVD 88
 PP1834.geopotential number by the normal gravity value computed on the
 PP1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1834.degrees latitude (g = 980.6199 gals.).
 PP1834
 PP1834.The modeled gravity was interpolated from observed gravity values.
 PP1834
 PP1834;                    North         East    Units  Estimated Accuracy
 PP1834;SPC MN S     -   298,070.      831,720.      MT  (+/- 180 meters Scaled)
 PP1834
 PP1834                          SUPERSEDED SURVEY CONTROL
 PP1834
 PP1834  NGVD 29 (??/??/92)  221.353  (m)          726.22   (f) ADJ UNCH    2 0
 PP1834
 PP1834.Superseded values are not recommended for survey control.
 PP1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1834.See file dsdata.txt to determine how the superseded data were derived.
 PP1834
 PP1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK525589(NAD 83)
 PP1834_MARKER: DD = SURVEY DISK
 PP1834_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1834_SP_SET: BRIDGE
 PP1834_STAMPING: 7010-B 1971
 PP1834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1834
 PP1834  HISTORY     - Date     Condition        Report By
 PP1834  HISTORY     - 1971     MONUMENTED       MNDT
 PP1834  HISTORY     - 1972     GOOD             MNDT
 PP1834  HISTORY     - 20021021 GOOD             USPSQD
 PP1834
 PP1834                          STATION DESCRIPTION
 PP1834
 PP1834'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1834'0.5 MI S FROM CHASKA.
 PP1834'MARK IS LOCATED 0.5 MILES SOUTH ALONG TH 41 FROM THE JUNCTION OF TH 41
 PP1834'AND TH 212 IN CHASKA, 1.6 MILES NORTH OF TH 169, IN THE SOUTHEAST
 PP1834'CORNER OF BRIDGE NO. 9010, TH 41 (MILE POINT 1.5) OVER THE MINNESOTA
 PP1834'RIVER.  SW 1/4 SECTION 9, T 115N, R 23W.
 PP1834
 PP1834                          STATION RECOVERY (2002)
 PP1834
 PP1834'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8097 ***********************************************************************
 AC8097  DESIGNATION -  7011 B
 AC8097  PID         -  AC8097
 AC8097  STATE/COUNTY-  MN/SCOTT
 AC8097  USGS QUAD   -  JORDAN WEST (1981)
 AC8097
 AC8097                         *CURRENT SURVEY CONTROL
 AC8097  ___________________________________________________________________
 AC8097* NAD 83(1986)-  44 40 04.     (N)    093 37 34.     (W)     SCALED    
 AC8097* NAVD 88     -       236.582  (meters)     776.19   (feet)  ADJUSTED  
 AC8097  ___________________________________________________________________
 AC8097  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AC8097  DYNAMIC HT  -         236.570 (meters)     776.15  (feet)  COMP
 AC8097  MODELED GRAV-     980,561.8   (mgal)                       NAVD 88
 AC8097
 AC8097  VERT ORDER  -  SECOND    CLASS I
 AC8097
 AC8097.The horizontal coordinates were scaled from a topographic map and have
 AC8097.an estimated accuracy of +/- 6 seconds.
 AC8097
 AC8097.The orthometric height was determined by differential leveling
 AC8097.and adjusted by the National Geodetic Survey in September 1997..
 AC8097
 AC8097.The geoid height was determined by GEOID03.
 AC8097
 AC8097.The dynamic height is computed by dividing the NAVD 88
 AC8097.geopotential number by the normal gravity value computed on the
 AC8097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8097.degrees latitude (g = 980.6199 gals.).
 AC8097
 AC8097.The modeled gravity was interpolated from observed gravity values.
 AC8097
 AC8097;                    North         East    Units  Estimated Accuracy
 AC8097;SPC MN S     -   285,380.      829,650.      MT  (+/- 180 meters Scaled)
 AC8097
 AC8097                          SUPERSEDED SURVEY CONTROL
 AC8097
 AC8097.No superseded survey control is available for this station.
 AC8097
 AC8097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK503462(NAD 83)
 AC8097_MARKER: DD = SURVEY DISK
 AC8097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC8097_STAMPING: 7011 B 1980
 AC8097_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8097
 AC8097  HISTORY     - Date     Condition        Report By
 AC8097  HISTORY     - 1980     MONUMENTED       MNDT
 AC8097  HISTORY     - 20021022 GOOD             USPSQD
 AC8097
 AC8097                          STATION DESCRIPTION
 AC8097
 AC8097'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8097'THE MARK IS LOCATED 0.75 MILE EAST ALONG TRUNK HIGHWAY 282 FROM THE
 AC8097'JUNCTION OF TRUNK HIGHWAYS 169 AND 282 IN JORDAN IN THE NE 1/4 OF
 AC8097'SECTION 19, T114N, R23W.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 AC8097'STAMPED---7011 B 1980---, IS SET IN THE CONCRETE BASE OF THE TRAFFIC
 AC8097'SIGNAL IN THE NORTHEAST QUADRANT AT THE INTERSECTION OF HIGHWAYS 282
 AC8097'AND 21 IN JORDAN.
 AC8097
 AC8097                          STATION RECOVERY (2002)
 AC8097
 AC8097'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AC8097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8098 ***********************************************************************
 AC8098  DESIGNATION -  7011 C
 AC8098  PID         -  AC8098
 AC8098  STATE/COUNTY-  MN/SCOTT
 AC8098  USGS QUAD   -  JORDAN EAST (1981)
 AC8098
 AC8098                         *CURRENT SURVEY CONTROL
 AC8098  ___________________________________________________________________
 AC8098* NAD 83(1986)-  44 40 02.     (N)    093 36 59.     (W)     SCALED    
 AC8098* NAVD 88     -       278.005  (meters)     912.09   (feet)  ADJUSTED  
 AC8098  ___________________________________________________________________
 AC8098  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AC8098  DYNAMIC HT  -         277.992 (meters)     912.05  (feet)  COMP
 AC8098  MODELED GRAV-     980,562.5   (mgal)                       NAVD 88
 AC8098
 AC8098  VERT ORDER  -  SECOND    CLASS I
 AC8098
 AC8098.The horizontal coordinates were scaled from a topographic map and have
 AC8098.an estimated accuracy of +/- 6 seconds.
 AC8098
 AC8098.The orthometric height was determined by differential leveling
 AC8098.and adjusted by the National Geodetic Survey in September 1997..
 AC8098
 AC8098.The geoid height was determined by GEOID03.
 AC8098
 AC8098.The dynamic height is computed by dividing the NAVD 88
 AC8098.geopotential number by the normal gravity value computed on the
 AC8098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8098.degrees latitude (g = 980.6199 gals.).
 AC8098
 AC8098.The modeled gravity was interpolated from observed gravity values.
 AC8098
 AC8098;                    North         East    Units  Estimated Accuracy
 AC8098;SPC MN S     -   285,320.      830,420.      MT  (+/- 180 meters Scaled)
 AC8098
 AC8098                          SUPERSEDED SURVEY CONTROL
 AC8098
 AC8098.No superseded survey control is available for this station.
 AC8098
 AC8098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK511461(NAD 83)
 AC8098_MARKER: DD = SURVEY DISK
 AC8098_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8098+WITH SETTING: INTO GROUND
 AC8098_STAMPING: 7011 C 1980
 AC8098_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8098
 AC8098  HISTORY     - Date     Condition        Report By
 AC8098  HISTORY     - 1980     MONUMENTED       MNDT
 AC8098  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 AC8098
 AC8098                          STATION DESCRIPTION
 AC8098
 AC8098'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8098'THE MARK IS LOCATED 0.45 MILE EAST ALONG TRUNK HIGHWAY 282 FROM ITS
 AC8098'JUNCTION WITH TRUNK HIGHWAY 21 IN JORDAN IN THE NW 1/4 OF SECTION 20,
 AC8098'T114N, R23W, IN THE SOUTHEAST QUADRANT AT THE INTERSECTION OF HIGHWAY
 AC8098'282 AND COUNTY ROAD 10, NEAR HIGHWAY 282 MILEPOINT 1.25.  IT IS 76
 AC8098'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 282, 60 FEET EAST OF THE
 AC8098'CENTERLINE OF COUNTY ROAD 10, 8 FEET SOUTHEAST OF A POWER POLE, 0.5
 AC8098'FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 AC8098'VERTICAL CONTROL MARK DISK STAMPED---7011 C 1980---, IS FORCED ON THE
 AC8098'TOP OF A MAGNETIC 5/8 INCH DIAMETER BY 8 FOOT LONG COPPER-CLAD STEEL
 AC8098'ROD WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM, AND SET IN
 AC8098'8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AC8098
 AC8098                          STATION RECOVERY (2002)
 AC8098
 AC8098'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AC8098'NO WITNESS POST PRESENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8099 ***********************************************************************
 AC8099  DESIGNATION -  7011 D
 AC8099  PID         -  AC8099
 AC8099  STATE/COUNTY-  MN/SCOTT
 AC8099  USGS QUAD   -  JORDAN EAST (1981)
 AC8099
 AC8099                         *CURRENT SURVEY CONTROL
 AC8099  ___________________________________________________________________
 AC8099* NAD 83(1986)-  44 40 11.     (N)    093 36 23.     (W)     SCALED    
 AC8099* NAVD 88     -       276.319  (meters)     906.56   (feet)  ADJUSTED  
 AC8099  ___________________________________________________________________
 AC8099  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AC8099  DYNAMIC HT  -         276.306 (meters)     906.51  (feet)  COMP
 AC8099  MODELED GRAV-     980,564.1   (mgal)                       NAVD 88
 AC8099
 AC8099  VERT ORDER  -  SECOND    CLASS I
 AC8099
 AC8099.The horizontal coordinates were scaled from a topographic map and have
 AC8099.an estimated accuracy of +/- 6 seconds.
 AC8099
 AC8099.The orthometric height was determined by differential leveling
 AC8099.and adjusted by the National Geodetic Survey in September 1997..
 AC8099
 AC8099.The geoid height was determined by GEOID03.
 AC8099
 AC8099.The dynamic height is computed by dividing the NAVD 88
 AC8099.geopotential number by the normal gravity value computed on the
 AC8099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8099.degrees latitude (g = 980.6199 gals.).
 AC8099
 AC8099.The modeled gravity was interpolated from observed gravity values.
 AC8099
 AC8099;                    North         East    Units  Estimated Accuracy
 AC8099;SPC MN S     -   285,600.      831,210.      MT  (+/- 180 meters Scaled)
 AC8099
 AC8099                          SUPERSEDED SURVEY CONTROL
 AC8099
 AC8099.No superseded survey control is available for this station.
 AC8099
 AC8099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK519464(NAD 83)
 AC8099_MARKER: DD = SURVEY DISK
 AC8099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8099_STAMPING: 7011 D 1980
 AC8099_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8099
 AC8099  HISTORY     - Date     Condition        Report By
 AC8099  HISTORY     - 1980     MONUMENTED       MNDT
 AC8099  HISTORY     - 20021022 GOOD             USPSQD
 AC8099
 AC8099                          STATION DESCRIPTION
 AC8099
 AC8099'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8099'THE MARK IS LOCATED ABOUT 1.0 MILE NORTHEAST ALONG TRUNK HIGHWAY 282
 AC8099'FROM ITS JUNCTION WITH TRUNK HIGHWAY 21 IN JORDAN IN THE NE 1/4 OF
 AC8099'SECTION 20, T114N, R23W, AT HIGHWAY 282 MILEPOINT 1.8.  IT IS 49 FEET
 AC8099'SOUTH OF THE CENTERLINE OF HIGHWAY 282, 175 FEET EAST OF A GRAVEL
 AC8099'DRIVEWAY TO THE SOUTH, 13 FEET WEST OF A POWER POLE, 1 FOOT NORTH OF A
 AC8099'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 AC8099'STAMPED---7011 D 1980---, IS SET IN THE TOP OF A MAGNETIC PRECAST
 AC8099'CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 AC8099
 AC8099                          STATION RECOVERY (2002)
 AC8099
 AC8099'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AC8099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8100 ***********************************************************************
 AC8100  DESIGNATION -  7011 E
 AC8100  PID         -  AC8100
 AC8100  STATE/COUNTY-  MN/SCOTT
 AC8100  USGS QUAD   -  JORDAN EAST (1981)
 AC8100
 AC8100                         *CURRENT SURVEY CONTROL
 AC8100  ___________________________________________________________________
 AC8100* NAD 83(1986)-  44 40 23.     (N)    093 36 03.     (W)     SCALED    
 AC8100* NAVD 88     -       281.524  (meters)     923.63   (feet)  ADJUSTED  
 AC8100  ___________________________________________________________________
 AC8100  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AC8100  DYNAMIC HT  -         281.512 (meters)     923.59  (feet)  COMP
 AC8100  MODELED GRAV-     980,565.4   (mgal)                       NAVD 88
 AC8100
 AC8100  VERT ORDER  -  SECOND    CLASS I
 AC8100
 AC8100.The horizontal coordinates were scaled from a topographic map and have
 AC8100.an estimated accuracy of +/- 6 seconds.
 AC8100
 AC8100.The orthometric height was determined by differential leveling
 AC8100.and adjusted by the National Geodetic Survey in September 1997..
 AC8100
 AC8100.The geoid height was determined by GEOID03.
 AC8100
 AC8100.The dynamic height is computed by dividing the NAVD 88
 AC8100.geopotential number by the normal gravity value computed on the
 AC8100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8100.degrees latitude (g = 980.6199 gals.).
 AC8100
 AC8100.The modeled gravity was interpolated from observed gravity values.
 AC8100
 AC8100;                    North         East    Units  Estimated Accuracy
 AC8100;SPC MN S     -   285,970.      831,650.      MT  (+/- 180 meters Scaled)
 AC8100
 AC8100                          SUPERSEDED SURVEY CONTROL
 AC8100
 AC8100.No superseded survey control is available for this station.
 AC8100
 AC8100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK523468(NAD 83)
 AC8100_MARKER: DD = SURVEY DISK
 AC8100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8100_STAMPING: 7011 E 1980
 AC8100_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8100
 AC8100  HISTORY     - Date     Condition        Report By
 AC8100  HISTORY     - 1980     MONUMENTED       MNDT
 AC8100  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 AC8100
 AC8100                          STATION DESCRIPTION
 AC8100
 AC8100'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8100'THE MARK IS LOCATED ABOUT 1.35 MILES NORTHEAST ALONG TRUNK HIGHWAY 282
 AC8100'FROM ITS JUNCTION WITH TRUNK HIGHWAY 21 IN JORDAN IN THE NW 1/4 OF
 AC8100'SECTION 21, T114N, R23W, NEAR HIGHWAY 282 MILEPOINT 2.25.  IT IS 61.5
 AC8100'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 282, 200 FEET EAST OF A GRAVEL
 AC8100'T-ROAD TO THE NORTH, 5 FEET NORTHWEST OF A POWER POLE WITH AN ANCHOR,
 AC8100'1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 AC8100'MARK DISK STAMPED---7011 E 1980---, IS SET IN THE TOP OF A MAGNETIC
 AC8100'PRECAST CONCRETE POST, FLUSH WITH THE SURFACE OF THE GROUND.
 AC8100
 AC8100                          STATION RECOVERY (2002)
 AC8100
 AC8100'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AC8100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8101 ***********************************************************************
 AC8101  DESIGNATION -  7011 F
 AC8101  PID         -  AC8101
 AC8101  STATE/COUNTY-  MN/SCOTT
 AC8101  USGS QUAD   -  JORDAN EAST (1981)
 AC8101
 AC8101                         *CURRENT SURVEY CONTROL
 AC8101  ___________________________________________________________________
 AC8101* NAD 83(1986)-  44 40 27.     (N)    093 35 26.     (W)     SCALED    
 AC8101* NAVD 88     -       286.240  (meters)     939.11   (feet)  ADJUSTED  
 AC8101  ___________________________________________________________________
 AC8101  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AC8101  DYNAMIC HT  -         286.227 (meters)     939.06  (feet)  COMP
 AC8101  MODELED GRAV-     980,566.3   (mgal)                       NAVD 88
 AC8101
 AC8101  VERT ORDER  -  SECOND    CLASS I
 AC8101
 AC8101.The horizontal coordinates were scaled from a topographic map and have
 AC8101.an estimated accuracy of +/- 6 seconds.
 AC8101
 AC8101.The orthometric height was determined by differential leveling
 AC8101.and adjusted by the National Geodetic Survey in September 1997..
 AC8101
 AC8101.The geoid height was determined by GEOID03.
 AC8101
 AC8101.The dynamic height is computed by dividing the NAVD 88
 AC8101.geopotential number by the normal gravity value computed on the
 AC8101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8101.degrees latitude (g = 980.6199 gals.).
 AC8101
 AC8101.The modeled gravity was interpolated from observed gravity values.
 AC8101
 AC8101;                    North         East    Units  Estimated Accuracy
 AC8101;SPC MN S     -   286,100.      832,460.      MT  (+/- 180 meters Scaled)
 AC8101
 AC8101                          SUPERSEDED SURVEY CONTROL
 AC8101
 AC8101.No superseded survey control is available for this station.
 AC8101
 AC8101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK531469(NAD 83)
 AC8101_MARKER: DD = SURVEY DISK
 AC8101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8101_STAMPING: 7011 F 1980
 AC8101_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8101
 AC8101  HISTORY     - Date     Condition        Report By
 AC8101  HISTORY     - 1980     MONUMENTED       MNDT
 AC8101  HISTORY     - 20021022 GOOD             USPSQD
 AC8101
 AC8101                          STATION DESCRIPTION
 AC8101
 AC8101'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8101'THE MARK IS LOCATED 1.9 MILES NORTHEAST ALONG TRUNK HIGHWAY 282 FROM
 AC8101'ITS JUNCTION WITH HIGHWAY 21 IN JORDAN, IN THE NE 1/4 OF SECTION 21,
 AC8101'T114N, R23W, NEAR HIGHWAY 282 MILEPOINT 2.8.  IT IS 71 FEET SOUTH OF
 AC8101'THE CENTERLINE OF HIGHWAY 282, 150 FEET WEST OF A FIELD ENTRANCE TO
 AC8101'THE SOUTH, 5 FEET NORTHWEST OF A POWER POLE, 1.5 FEET NORTH OF A STEEL
 AC8101'WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 AC8101'STAMPED---7011 F 1980---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG
 AC8101'PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 AC8101
 AC8101                          STATION RECOVERY (2002)
 AC8101
 AC8101'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AC8101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8102 ***********************************************************************
 AC8102  DESIGNATION -  7011 G
 AC8102  PID         -  AC8102
 AC8102  STATE/COUNTY-  MN/SCOTT
 AC8102  USGS QUAD   -  JORDAN EAST (1981)
 AC8102
 AC8102                         *CURRENT SURVEY CONTROL
 AC8102  ___________________________________________________________________
 AC8102* NAD 83(1986)-  44 40 30.     (N)    093 34 55.     (W)     SCALED    
 AC8102* NAVD 88     -       288.920  (meters)     947.90   (feet)  ADJUSTED  
 AC8102  ___________________________________________________________________
 AC8102  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AC8102  DYNAMIC HT  -         288.908 (meters)     947.86  (feet)  COMP
 AC8102  MODELED GRAV-     980,566.9   (mgal)                       NAVD 88
 AC8102
 AC8102  VERT ORDER  -  SECOND    CLASS I
 AC8102
 AC8102.The horizontal coordinates were scaled from a topographic map and have
 AC8102.an estimated accuracy of +/- 6 seconds.
 AC8102
 AC8102.The orthometric height was determined by differential leveling
 AC8102.and adjusted by the National Geodetic Survey in September 1997..
 AC8102
 AC8102.The geoid height was determined by GEOID03.
 AC8102
 AC8102.The dynamic height is computed by dividing the NAVD 88
 AC8102.geopotential number by the normal gravity value computed on the
 AC8102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8102.degrees latitude (g = 980.6199 gals.).
 AC8102
 AC8102.The modeled gravity was interpolated from observed gravity values.
 AC8102
 AC8102;                    North         East    Units  Estimated Accuracy
 AC8102;SPC MN S     -   286,200.      833,150.      MT  (+/- 180 meters Scaled)
 AC8102
 AC8102                          SUPERSEDED SURVEY CONTROL
 AC8102
 AC8102.No superseded survey control is available for this station.
 AC8102
 AC8102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK538470(NAD 83)
 AC8102_MARKER: DD = SURVEY DISK
 AC8102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8102_STAMPING: 7011 G 1980
 AC8102_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8102
 AC8102  HISTORY     - Date     Condition        Report By
 AC8102  HISTORY     - 1980     MONUMENTED       MNDT
 AC8102  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 AC8102
 AC8102                          STATION DESCRIPTION
 AC8102
 AC8102'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8102'THE MARK IS LOCATED ABOUT 2.45 MILES NORTHEAST ALONG TRUNK HIGHWAY 282
 AC8102'FROM ITS JUNCTION WITH TRUNK HIGHWAY 21 IN JORDAN IN THE SW 1/4 OF
 AC8102'SECTION 15, T114N, R23W, NEAR HIGHWAY 282 MILEPOINT 3.3.  IT IS 73
 AC8102'FEET NORTH OF THE CENTERLINE OF HIGHWAY 282, 125 FEET EAST OF A
 AC8102'DRIVEWAY TO THE NORTH, 105 FEET EAST OF A 24 INCH MAPLE TREE, 29 FEET
 AC8102'SOUTHEAST OF A 24 INCH BASSWOOD TREE, 29 FEET SOUTHWEST OF A 20 INCH
 AC8102'OAK TREE, 3 FEET SOUTH OF A FENCE CORNER, 1.5 FEET SOUTH OF A STEEL
 AC8102'WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 AC8102'STAMPED---7011 G 1980---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG
 AC8102'PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 AC8102
 AC8102                          STATION RECOVERY (2002)
 AC8102
 AC8102'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AC8102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8103 ***********************************************************************
 AC8103  DESIGNATION -  7011 H
 AC8103  PID         -  AC8103
 AC8103  STATE/COUNTY-  MN/SCOTT
 AC8103  USGS QUAD   -  JORDAN EAST (1981)
 AC8103
 AC8103                         *CURRENT SURVEY CONTROL
 AC8103  ___________________________________________________________________
 AC8103* NAD 83(1986)-  44 40 50.     (N)    093 34 19.     (W)     SCALED    
 AC8103* NAVD 88     -       297.817  (meters)     977.09   (feet)  ADJUSTED  
 AC8103  ___________________________________________________________________
 AC8103  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AC8103  DYNAMIC HT  -         297.805 (meters)     977.05  (feet)  COMP
 AC8103  MODELED GRAV-     980,568.7   (mgal)                       NAVD 88
 AC8103
 AC8103  VERT ORDER  -  SECOND    CLASS I
 AC8103
 AC8103.The horizontal coordinates were scaled from a topographic map and have
 AC8103.an estimated accuracy of +/- 6 seconds.
 AC8103
 AC8103.The orthometric height was determined by differential leveling
 AC8103.and adjusted by the National Geodetic Survey in September 1997..
 AC8103
 AC8103.The geoid height was determined by GEOID03.
 AC8103
 AC8103.The dynamic height is computed by dividing the NAVD 88
 AC8103.geopotential number by the normal gravity value computed on the
 AC8103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8103.degrees latitude (g = 980.6199 gals.).
 AC8103
 AC8103.The modeled gravity was interpolated from observed gravity values.
 AC8103
 AC8103;                    North         East    Units  Estimated Accuracy
 AC8103;SPC MN S     -   286,820.      833,940.      MT  (+/- 180 meters Scaled)
 AC8103
 AC8103                          SUPERSEDED SURVEY CONTROL
 AC8103
 AC8103.No superseded survey control is available for this station.
 AC8103
 AC8103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK546476(NAD 83)
 AC8103_MARKER: DD = SURVEY DISK
 AC8103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8103_STAMPING: 7011 H 1980
 AC8103_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8103
 AC8103  HISTORY     - Date     Condition        Report By
 AC8103  HISTORY     - 1980     MONUMENTED       MNDT
 AC8103  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 AC8103
 AC8103                          STATION DESCRIPTION
 AC8103
 AC8103'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8103'THE MARK IS LOCATED ABOUT 3.1 MILES NORTHEAST ALONG TRUNK HIGHWAY 282
 AC8103'FROM ITS JUNCTION WITH TRUNK HIGHWAY 21 IN JORDAN IN THE SE 1/4 OF
 AC8103'SECTION 15, T114N, R23W, NEAR HIGHWAY 282 MILEPOINT 3.85.  IT IS 65
 AC8103'FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY 282, 180 FEET SOUTH OF A
 AC8103'GRAVEL T-ROAD TO THE NORTH, 36 FEET SOUTHEAST OF THE SOUTH END OF A
 AC8103'METAL CULVERT UNDER A FIELD ENTRANCE, 5 FEET WEST OF A POWER POLE WITH
 AC8103'AN ANCHOR, 1 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AC8103'MNHD BENCH MARK DISK STAMPED---7011 H 1980---, IS SET IN THE TOP OF A
 AC8103'MAGNETIC 6 FOOT PRECAST CONCRETE POST 6 INCHES BELOW THE SURFACE OF
 AC8103'THE GROUND.
 AC8103
 AC8103                          STATION RECOVERY (2002)
 AC8103
 AC8103'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AC8103'NO WITNESS POST PRESENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8105 ***********************************************************************
 AC8105  DESIGNATION -  7011 K
 AC8105  PID         -  AC8105
 AC8105  STATE/COUNTY-  MN/SCOTT
 AC8105  USGS QUAD   -  JORDAN EAST (1981)
 AC8105
 AC8105                         *CURRENT SURVEY CONTROL
 AC8105  ___________________________________________________________________
 AC8105* NAD 83(1986)-  44 40 55.     (N)    093 33 06.     (W)     SCALED    
 AC8105* NAVD 88     -       291.951  (meters)     957.84   (feet)  ADJUSTED  
 AC8105  ___________________________________________________________________
 AC8105  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AC8105  DYNAMIC HT  -         291.939 (meters)     957.80  (feet)  COMP
 AC8105  MODELED GRAV-     980,569.0   (mgal)                       NAVD 88
 AC8105
 AC8105  VERT ORDER  -  SECOND    CLASS I
 AC8105
 AC8105.The horizontal coordinates were scaled from a topographic map and have
 AC8105.an estimated accuracy of +/- 6 seconds.
 AC8105
 AC8105.The orthometric height was determined by differential leveling
 AC8105.and adjusted by the National Geodetic Survey in September 1997..
 AC8105
 AC8105.The geoid height was determined by GEOID03.
 AC8105
 AC8105.The dynamic height is computed by dividing the NAVD 88
 AC8105.geopotential number by the normal gravity value computed on the
 AC8105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8105.degrees latitude (g = 980.6199 gals.).
 AC8105
 AC8105.The modeled gravity was interpolated from observed gravity values.
 AC8105
 AC8105;                    North         East    Units  Estimated Accuracy
 AC8105;SPC MN S     -   286,980.      835,540.      MT  (+/- 180 meters Scaled)
 AC8105
 AC8105                          SUPERSEDED SURVEY CONTROL
 AC8105
 AC8105.No superseded survey control is available for this station.
 AC8105
 AC8105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK562477(NAD 83)
 AC8105_MARKER: DD = SURVEY DISK
 AC8105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8105_STAMPING: 7011 K 1980
 AC8105_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8105
 AC8105  HISTORY     - Date     Condition        Report By
 AC8105  HISTORY     - 1980     MONUMENTED       MNDT
 AC8105  HISTORY     - 20021022 GOOD             USPSQD
 AC8105
 AC8105                          STATION DESCRIPTION
 AC8105
 AC8105'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8105'THE MARK IS LOCATED ABOUT 2.85 MILES SOUTHWEST ALONG TRUNK HIGHWAY 282
 AC8105'FROM ITS JUNCTION WITH TRUNK HIGHWAY 13 IN THE NE1/4 OF SECTION 14,
 AC8105'T114N, R23W, NEAR HIGHWAY 282 MILEPOINT 4.8.  IT IS 87 FEET NORTH OF
 AC8105'THE CENTERLINE OF HIGHWAY 282, 25 FEET EAST OF THE EXTENDED CENTERLINE
 AC8105'OF COUNTY ROAD 71, 8 FEET SOUTHWEST OF A POWER POLE, 1 FOOT SOUTH OF A
 AC8105'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 AC8105'STAMPED---7011 K 1980---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG
 AC8105'PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 AC8105
 AC8105                          STATION RECOVERY (2002)
 AC8105
 AC8105'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AC8105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8106 ***********************************************************************
 AC8106  DESIGNATION -  7011 L
 AC8106  PID         -  AC8106
 AC8106  STATE/COUNTY-  MN/SCOTT
 AC8106  USGS QUAD   -  JORDAN EAST (1981)
 AC8106
 AC8106                         *CURRENT SURVEY CONTROL
 AC8106  ___________________________________________________________________
 AC8106* NAD 83(1986)-  44 40 52.     (N)    093 32 32.     (W)     SCALED    
 AC8106* NAVD 88     -       291.987  (meters)     957.96   (feet)  ADJUSTED  
 AC8106  ___________________________________________________________________
 AC8106  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AC8106  DYNAMIC HT  -         291.976 (meters)     957.92  (feet)  COMP
 AC8106  MODELED GRAV-     980,568.6   (mgal)                       NAVD 88
 AC8106
 AC8106  VERT ORDER  -  SECOND    CLASS I
 AC8106
 AC8106.The horizontal coordinates were scaled from a topographic map and have
 AC8106.an estimated accuracy of +/- 6 seconds.
 AC8106
 AC8106.The orthometric height was determined by differential leveling
 AC8106.and adjusted by the National Geodetic Survey in September 1997..
 AC8106
 AC8106.The geoid height was determined by GEOID03.
 AC8106
 AC8106.The dynamic height is computed by dividing the NAVD 88
 AC8106.geopotential number by the normal gravity value computed on the
 AC8106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8106.degrees latitude (g = 980.6199 gals.).
 AC8106
 AC8106.The modeled gravity was interpolated from observed gravity values.
 AC8106
 AC8106;                    North         East    Units  Estimated Accuracy
 AC8106;SPC MN S     -   286,890.      836,290.      MT  (+/- 180 meters Scaled)
 AC8106
 AC8106                          SUPERSEDED SURVEY CONTROL
 AC8106
 AC8106.No superseded survey control is available for this station.
 AC8106
 AC8106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK570476(NAD 83)
 AC8106_MARKER: DD = SURVEY DISK
 AC8106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8106_STAMPING: 7011 L 1980
 AC8106_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8106
 AC8106  HISTORY     - Date     Condition        Report By
 AC8106  HISTORY     - 1980     MONUMENTED       MNDT
 AC8106  HISTORY     - 20021022 GOOD             USPSQD
 AC8106
 AC8106                          STATION DESCRIPTION
 AC8106
 AC8106'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8106'THE MARK IS LOCATED ABOUT 2.25 MILES SOUTHWEST ALONG TRUNK HIGHWAY 282
 AC8106'FROM ITS JUNCTION WITH TRUNK HIGHWAY 13 IN THE SW 1/4 OF SECTION 13,
 AC8106'T114N, R23W, NEAR HIGHWAY 282 MILEPOINT 5.5.  IT IS 70 FEET SOUTH OF
 AC8106'THE CENTERLINE OF HIGHWAY 282, 115 FEET WEST OF A FIELD ENTRANCE TO
 AC8106'THE SOUTH, 3 FEET NORTHEAST OF A POWER POLE, 1 FOOT NORTH OF A STEEL
 AC8106'WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 AC8106'STAMPED---7011 L 1980---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG
 AC8106'PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 AC8106
 AC8106                          STATION RECOVERY (2002)
 AC8106
 AC8106'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AC8106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8107 ***********************************************************************
 AC8107  DESIGNATION -  7011 M
 AC8107  PID         -  AC8107
 AC8107  STATE/COUNTY-  MN/SCOTT
 AC8107  USGS QUAD   -  JORDAN EAST (1981)
 AC8107
 AC8107                         *CURRENT SURVEY CONTROL
 AC8107  ___________________________________________________________________
 AC8107* NAD 83(1986)-  44 40 52.     (N)    093 31 51.     (W)     SCALED    
 AC8107* NAVD 88     -       294.193  (meters)     965.20   (feet)  ADJUSTED  
 AC8107  ___________________________________________________________________
 AC8107  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AC8107  DYNAMIC HT  -         294.181 (meters)     965.16  (feet)  COMP
 AC8107  MODELED GRAV-     980,568.1   (mgal)                       NAVD 88
 AC8107
 AC8107  VERT ORDER  -  SECOND    CLASS I
 AC8107
 AC8107.The horizontal coordinates were scaled from a topographic map and have
 AC8107.an estimated accuracy of +/- 6 seconds.
 AC8107
 AC8107.The orthometric height was determined by differential leveling
 AC8107.and adjusted by the National Geodetic Survey in September 1997..
 AC8107
 AC8107.The geoid height was determined by GEOID03.
 AC8107
 AC8107.The dynamic height is computed by dividing the NAVD 88
 AC8107.geopotential number by the normal gravity value computed on the
 AC8107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8107.degrees latitude (g = 980.6199 gals.).
 AC8107
 AC8107.The modeled gravity was interpolated from observed gravity values.
 AC8107
 AC8107;                    North         East    Units  Estimated Accuracy
 AC8107;SPC MN S     -   286,900.      837,190.      MT  (+/- 180 meters Scaled)
 AC8107
 AC8107                          SUPERSEDED SURVEY CONTROL
 AC8107
 AC8107.No superseded survey control is available for this station.
 AC8107
 AC8107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK579476(NAD 83)
 AC8107_MARKER: DD = SURVEY DISK
 AC8107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8107_STAMPING: 7011 M 1980
 AC8107_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8107
 AC8107  HISTORY     - Date     Condition        Report By
 AC8107  HISTORY     - 1980     MONUMENTED       MNDT
 AC8107  HISTORY     - 20021022 GOOD             USPSQD
 AC8107
 AC8107                          STATION DESCRIPTION
 AC8107
 AC8107'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8107'THE MARK IS LOCATED ABOUT 1.75 MILES SOUTHWEST ALONG TRUNK HIGHWAY 282
 AC8107'FROM ITS JUNCTION WITH TRUNK HIGHWAY 13 IN THE SE 1/4 OF SECTION 13,
 AC8107'T114N, R23W, NEAR HIGHWAY 282 MILEPOINT 6.0.  IT IS 66.5 FEET SOUTH OF
 AC8107'THE CENTERLINE OF HIGHWAY 282, 57 FEET WEST OF A GRAVEL DRIVEWAY, 4.5
 AC8107'FEET NORTH OF A POWER POLE WITH AN ANCHOR, 1 FOOT NORTH OF A STEEL
 AC8107'WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 AC8107'STAMPED---7011 M 1980---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG
 AC8107'PRECAST CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 AC8107'GROUND.
 AC8107
 AC8107                          STATION RECOVERY (2002)
 AC8107
 AC8107'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AC8107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8108 ***********************************************************************
 AC8108  DESIGNATION -  7011 N
 AC8108  PID         -  AC8108
 AC8108  STATE/COUNTY-  MN/SCOTT
 AC8108  USGS QUAD   -  JORDAN EAST (1981)
 AC8108
 AC8108                         *CURRENT SURVEY CONTROL
 AC8108  ___________________________________________________________________
 AC8108* NAD 83(1986)-  44 40 54.     (N)    093 30 52.     (W)     SCALED    
 AC8108* NAVD 88     -       291.256  (meters)     955.56   (feet)  ADJUSTED  
 AC8108  ___________________________________________________________________
 AC8108  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AC8108  DYNAMIC HT  -         291.244 (meters)     955.52  (feet)  COMP
 AC8108  MODELED GRAV-     980,567.2   (mgal)                       NAVD 88
 AC8108
 AC8108  VERT ORDER  -  SECOND    CLASS I
 AC8108
 AC8108.The horizontal coordinates were scaled from a topographic map and have
 AC8108.an estimated accuracy of +/- 6 seconds.
 AC8108
 AC8108.The orthometric height was determined by differential leveling
 AC8108.and adjusted by the National Geodetic Survey in September 1997..
 AC8108
 AC8108.The geoid height was determined by GEOID03.
 AC8108
 AC8108.The dynamic height is computed by dividing the NAVD 88
 AC8108.geopotential number by the normal gravity value computed on the
 AC8108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8108.degrees latitude (g = 980.6199 gals.).
 AC8108
 AC8108.The modeled gravity was interpolated from observed gravity values.
 AC8108
 AC8108;                    North         East    Units  Estimated Accuracy
 AC8108;SPC MN S     -   286,970.      838,490.      MT  (+/- 180 meters Scaled)
 AC8108
 AC8108                          SUPERSEDED SURVEY CONTROL
 AC8108
 AC8108.No superseded survey control is available for this station.
 AC8108
 AC8108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK592477(NAD 83)
 AC8108_MARKER: DD = SURVEY DISK
 AC8108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8108_STAMPING: 7011 N 1980
 AC8108_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8108
 AC8108  HISTORY     - Date     Condition        Report By
 AC8108  HISTORY     - 1980     MONUMENTED       MNDT
 AC8108  HISTORY     - 20021022 GOOD             USPSQD
 AC8108
 AC8108                          STATION DESCRIPTION
 AC8108
 AC8108'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8108'THE MARK IS LOCATED ABOUT 1.05 MILES SOUTHWEST ALONG TRUNK HIGHWAY 282
 AC8108'FROM ITS JUNCTION WITH TRUNK HIGHWAY 13 IN THE NW 1/4 OF SECTION 18,
 AC8108'T114N, R22W, NEAR HIGHWAY 282 MILEPOINT 6.6.  IT IS 112 FEET SOUTHEAST
 AC8108'OF THE CENTERLINE OF HIGHWAY 282, 66 FEET NORTHEAST OF A GRAVEL
 AC8108'DRIVEWAY, 138 FEET NORTHEAST OF A POWER POLE, 7 FEET NORTH OF A FENCE
 AC8108'CORNER, 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AC8108'MNHD BENCH MARK DISK STAMPED---7011 N 1980---, IS SET IN THE TOP OF A
 AC8108'MAGNETIC 6 FOOT PRECAST CONCRETE POST FLUSH WITH THE SURFACE OF THE
 AC8108'GROUND.
 AC8108
 AC8108                          STATION RECOVERY (2002)
 AC8108
 AC8108'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AC8108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8109 ***********************************************************************
 AC8109  DESIGNATION -  7011 P
 AC8109  PID         -  AC8109
 AC8109  STATE/COUNTY-  MN/SCOTT
 AC8109  USGS QUAD   -  JORDAN EAST (1981)
 AC8109
 AC8109                         *CURRENT SURVEY CONTROL
 AC8109  ___________________________________________________________________
 AC8109* NAD 83(1986)-  44 41 13.     (N)    093 30 29.     (W)     SCALED    
 AC8109* NAVD 88     -       286.089  (meters)     938.61   (feet)  ADJUSTED  
 AC8109  ___________________________________________________________________
 AC8109  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AC8109  DYNAMIC HT  -         286.077 (meters)     938.57  (feet)  COMP
 AC8109  MODELED GRAV-     980,567.9   (mgal)                       NAVD 88
 AC8109
 AC8109  VERT ORDER  -  SECOND    CLASS I
 AC8109
 AC8109.The horizontal coordinates were scaled from a topographic map and have
 AC8109.an estimated accuracy of +/- 6 seconds.
 AC8109
 AC8109.The orthometric height was determined by differential leveling
 AC8109.and adjusted by the National Geodetic Survey in September 1997..
 AC8109
 AC8109.The geoid height was determined by GEOID03.
 AC8109
 AC8109.The dynamic height is computed by dividing the NAVD 88
 AC8109.geopotential number by the normal gravity value computed on the
 AC8109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8109.degrees latitude (g = 980.6199 gals.).
 AC8109
 AC8109.The modeled gravity was interpolated from observed gravity values.
 AC8109
 AC8109;                    North         East    Units  Estimated Accuracy
 AC8109;SPC MN S     -   287,560.      839,000.      MT  (+/- 180 meters Scaled)
 AC8109
 AC8109                          SUPERSEDED SURVEY CONTROL
 AC8109
 AC8109.No superseded survey control is available for this station.
 AC8109
 AC8109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK597483(NAD 83)
 AC8109_MARKER: DD = SURVEY DISK
 AC8109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8109_STAMPING: 7011 P 1980
 AC8109_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8109
 AC8109  HISTORY     - Date     Condition        Report By
 AC8109  HISTORY     - 1980     MONUMENTED       MNDT
 AC8109  HISTORY     - 20021022 GOOD             USPSQD
 AC8109
 AC8109                          STATION DESCRIPTION
 AC8109
 AC8109'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8109'THE MARK IS LOCATED ABOUT 0.45 MILE WEST ALONG TRUNK HIGHWAY 282 FROM
 AC8109'ITS JUNCTION WITH TRUNK HIGHWAY 13 IN THE NE 1/4 OF SECTION 18, T114N,
 AC8109'R22W, NEAR HIGHWAY 282 MILEPOINT 7.25.  IT IS 72 FEET SOUTH OF THE
 AC8109'CENTERLINE OF HIGHWAY 282, 175 FEET WEST OF A FIELD ENTRANCE TO THE
 AC8109'SOUTH, 4 FEET NORTH OF A POWER POLE, 1 FOOT NORTH OF A STEEL WITNESS
 AC8109'POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---7011 P
 AC8109'1980---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG PRECAST CONCRETE
 AC8109'POST THAT IS BURIED 2 INCHES BELOW THE SURFACE OF THE GROUND.
 AC8109
 AC8109                          STATION RECOVERY (2002)
 AC8109
 AC8109'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AC8109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8784 ***********************************************************************
 AC8784  DESIGNATION -  7013 B
 AC8784  PID         -  AC8784
 AC8784  STATE/COUNTY-  MN/SCOTT
 AC8784  USGS QUAD   -  VESELI (1974)
 AC8784
 AC8784                         *CURRENT SURVEY CONTROL
 AC8784  ___________________________________________________________________
 AC8784* NAD 83(1986)-  44 32 38.     (N)    093 29 02.     (W)     SCALED    
 AC8784* NAVD 88     -       311.788  (meters)    1022.92   (feet)  ADJUSTED  
 AC8784  ___________________________________________________________________
 AC8784  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AC8784  DYNAMIC HT  -         311.764 (meters)    1022.85  (feet)  COMP
 AC8784  MODELED GRAV-     980,531.8   (mgal)                       NAVD 88
 AC8784
 AC8784  VERT ORDER  -  SECOND    CLASS I
 AC8784
 AC8784.The horizontal coordinates were scaled from a topographic map and have
 AC8784.an estimated accuracy of +/- 6 seconds.
 AC8784
 AC8784.The orthometric height was determined by differential leveling
 AC8784.and adjusted by the National Geodetic Survey in September 1997..
 AC8784
 AC8784.The geoid height was determined by GEOID03.
 AC8784
 AC8784.The dynamic height is computed by dividing the NAVD 88
 AC8784.geopotential number by the normal gravity value computed on the
 AC8784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8784.degrees latitude (g = 980.6199 gals.).
 AC8784
 AC8784.The modeled gravity was interpolated from observed gravity values.
 AC8784
 AC8784;                    North         East    Units  Estimated Accuracy
 AC8784;SPC MN S     -   271,670.      841,010.      MT  (+/- 180 meters Scaled)
 AC8784
 AC8784                          SUPERSEDED SURVEY CONTROL
 AC8784
 AC8784.No superseded survey control is available for this station.
 AC8784
 AC8784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK615323(NAD 83)
 AC8784_MARKER: DD = SURVEY DISK
 AC8784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8784_STAMPING: 7013 B 1956
 AC8784_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8784
 AC8784  HISTORY     - Date     Condition        Report By
 AC8784  HISTORY     - 1956     MONUMENTED       MNDT
 AC8784
 AC8784                          STATION DESCRIPTION
 AC8784
 AC8784'DESCRIBED BY MN DEPT OF TRANSP 1956 (OCO)
 AC8784'THE MARK IS LOCATED 0.85 MILE EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8784'JUNCTION WITH TRUNK HIGHWAY 13 EAST OF NEW PRAGUE, IN THE SOUTHEAST
 AC8784'1/4 OF SECTION 32, T113N, R22W, AT HIGHWAY 19 MILEPOINT 155.6. IT IS
 AC8784'73 FEET NORTH OF AND 5 FEET HIGHER THAN THE CENTERLINE OF HIGHWAY 19,
 AC8784'130 FEET WEST OF A TOWNSHIP ROAD LEADING SOUTH, 1.0 FOOT SOUTH OF A
 AC8784'METAL RIGHT-OF-WAY POST AND 0.8 FOOT NORTH OF A STEEL WITNESS POST.
 AC8784'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7013 B 1956---, IS
 AC8784'SET IN THE TOP OF A MAGNETIC 6 FOOT LONG PRECAST CONCRETE MONUMENT
 AC8784'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8786 ***********************************************************************
 AC8786  DESIGNATION -  7013 C
 AC8786  PID         -  AC8786
 AC8786  STATE/COUNTY-  MN/SCOTT
 AC8786  USGS QUAD   -  VESELI (1974)
 AC8786
 AC8786                         *CURRENT SURVEY CONTROL
 AC8786  ___________________________________________________________________
 AC8786* NAD 83(1986)-  44 32 37.     (N)    093 27 57.     (W)     SCALED    
 AC8786* NAVD 88     -       305.630  (meters)    1002.72   (feet)  ADJUSTED  
 AC8786  ___________________________________________________________________
 AC8786  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AC8786  DYNAMIC HT  -         305.606 (meters)    1002.64  (feet)  COMP
 AC8786  MODELED GRAV-     980,528.7   (mgal)                       NAVD 88
 AC8786
 AC8786  VERT ORDER  -  SECOND    CLASS I
 AC8786
 AC8786.The horizontal coordinates were scaled from a topographic map and have
 AC8786.an estimated accuracy of +/- 6 seconds.
 AC8786
 AC8786.The orthometric height was determined by differential leveling
 AC8786.and adjusted by the National Geodetic Survey in September 1997..
 AC8786
 AC8786.The geoid height was determined by GEOID03.
 AC8786
 AC8786.The dynamic height is computed by dividing the NAVD 88
 AC8786.geopotential number by the normal gravity value computed on the
 AC8786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8786.degrees latitude (g = 980.6199 gals.).
 AC8786
 AC8786.The modeled gravity was interpolated from observed gravity values.
 AC8786
 AC8786;                    North         East    Units  Estimated Accuracy
 AC8786;SPC MN S     -   271,650.      842,450.      MT  (+/- 180 meters Scaled)
 AC8786
 AC8786                          SUPERSEDED SURVEY CONTROL
 AC8786
 AC8786.No superseded survey control is available for this station.
 AC8786
 AC8786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK629323(NAD 83)
 AC8786_MARKER: DD = SURVEY DISK
 AC8786_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC8786_STAMPING: 7013 C 1956
 AC8786_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8786
 AC8786  HISTORY     - Date     Condition        Report By
 AC8786  HISTORY     - 1956     MONUMENTED       MNDT
 AC8786
 AC8786                          STATION DESCRIPTION
 AC8786
 AC8786'DESCRIBED BY MN DEPT OF TRANSP 1956 (OCO)
 AC8786'THE MARK IS LOCATED 1.75 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8786'JUNCTION WITH TRUNK HIGHWAY 13 EAST OF NEW PRAGUE, IN THE SOUTHEAST
 AC8786'1/4 OF SECTION 33, T113N, R22W.  THE MARK IS 46 FEET NORTH OF AND 9
 AC8786'FEET LOWER THAN THE CENTERLINE OF HIGHWAY 19 AT MILEPOINT 156.55.  THE
 AC8786'MARK, A STANDARD MNDT DISK STAMPED---7013 C 1956---, IS SET IN THE TOP
 AC8786'OF THE NORTHWEST CORNER OF THE ABUTMENT OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8785 ***********************************************************************
 AC8785  DESIGNATION -  7013 D
 AC8785  PID         -  AC8785
 AC8785  STATE/COUNTY-  MN/RICE
 AC8785  USGS QUAD   -  VESELI (1974)
 AC8785
 AC8785                         *CURRENT SURVEY CONTROL
 AC8785  ___________________________________________________________________
 AC8785* NAD 83(1986)-  44 32 37.     (N)    093 27 31.     (W)     SCALED    
 AC8785* NAVD 88     -       309.822  (meters)    1016.47   (feet)  ADJUSTED  
 AC8785  ___________________________________________________________________
 AC8785  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AC8785  DYNAMIC HT  -         309.797 (meters)    1016.39  (feet)  COMP
 AC8785  MODELED GRAV-     980,527.4   (mgal)                       NAVD 88
 AC8785
 AC8785  VERT ORDER  -  SECOND    CLASS I
 AC8785
 AC8785.The horizontal coordinates were scaled from a topographic map and have
 AC8785.an estimated accuracy of +/- 6 seconds.
 AC8785
 AC8785.The orthometric height was determined by differential leveling
 AC8785.and adjusted by the National Geodetic Survey in September 1997..
 AC8785
 AC8785.The geoid height was determined by GEOID03.
 AC8785
 AC8785.The dynamic height is computed by dividing the NAVD 88
 AC8785.geopotential number by the normal gravity value computed on the
 AC8785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8785.degrees latitude (g = 980.6199 gals.).
 AC8785
 AC8785.The modeled gravity was interpolated from observed gravity values.
 AC8785
 AC8785;                    North         East    Units  Estimated Accuracy
 AC8785;SPC MN S     -   271,660.      843,020.      MT  (+/- 180 meters Scaled)
 AC8785
 AC8785                          SUPERSEDED SURVEY CONTROL
 AC8785
 AC8785.No superseded survey control is available for this station.
 AC8785
 AC8785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK635323(NAD 83)
 AC8785_MARKER: DD = SURVEY DISK
 AC8785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8785_STAMPING: 7013 D 1956
 AC8785_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8785
 AC8785  HISTORY     - Date     Condition        Report By
 AC8785  HISTORY     - 1956     MONUMENTED       MNDT
 AC8785
 AC8785                          STATION DESCRIPTION
 AC8785
 AC8785'DESCRIBED BY MN DEPT OF TRANSP 1956 (OCO)
 AC8785'THE MARK IS LOCATED 5.45 MILES NORTH ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8785'JUNCTION WITH MAINSTREET IN LONSDALE, IN THE NORTHWEST 1/4 OF SECTION
 AC8785'3, T112N, R22W.  THE MARK IS 104 FEET SOUTH OF THE CENTERLINE OF THE
 AC8785'HIGHWAY AT MILEPOINT 156.86, 105 FEET WEST OF AND 3 FEET HIGHER THAN
 AC8785'THE CENTER OF A GRAVEL ROAD, 43.5 FEET SOUTHEAST OF A POWER POLE, 3.0
 AC8785'FEET NORTHEAST OF A FENCE AND 1.3 FEET EAST-NORTHEAST OF A STEEL
 AC8785'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AC8785'STAMPED---7013 D 1956---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG
 AC8785'PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 AC8785'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3028 ***********************************************************************
 PP3028  DESIGNATION -  7013 E
 PP3028  PID         -  PP3028
 PP3028  STATE/COUNTY-  MN/SCOTT
 PP3028  USGS QUAD   -  NEW PRAGUE (1981)
 PP3028
 PP3028                         *CURRENT SURVEY CONTROL
 PP3028  ___________________________________________________________________
 PP3028* NAD 83(1996)-  44 32 37.71339(N)    093 31 19.65903(W)     ADJUSTED  
 PP3028* NAVD 88     -       314.138  (meters)    1030.63   (feet)  ADJUSTED  
 PP3028  ___________________________________________________________________
 PP3028  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 PP3028  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 PP3028  DYNAMIC HT  -         314.116 (meters)    1030.56  (feet)  COMP
 PP3028  MODELED GRAV-     980,537.8   (mgal)                       NAVD 88
 PP3028
 PP3028  HORZ ORDER  -  SECOND
 PP3028  VERT ORDER  -  SECOND    CLASS I
 PP3028
 PP3028.The horizontal coordinates were established by classical geodetic methods
 PP3028.and adjusted by the National Geodetic Survey in March 1999..
 PP3028
 PP3028.The orthometric height was determined by differential leveling
 PP3028.and adjusted by the National Geodetic Survey in September 1997..
 PP3028
 PP3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3028
 PP3028.The geoid height was determined by GEOID03.
 PP3028
 PP3028.The dynamic height is computed by dividing the NAVD 88
 PP3028.geopotential number by the normal gravity value computed on the
 PP3028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3028.degrees latitude (g = 980.6199 gals.).
 PP3028
 PP3028.The modeled gravity was interpolated from observed gravity values.
 PP3028
 PP3028;                    North         East     Units Scale Factor Converg.
 PP3028;SPC MN S     -   271,645.774   837,973.353   MT  0.99992231   +0 20 05.8
 PP3028;UTM  15      - 4,932,407.992   458,523.122   MT  0.99962116   -0 21 58.5
 PP3028
 PP3028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3028!SPC MN S     -   0.99995502  x   0.99992231  =   0.99987733
 PP3028!UTM  15      -   0.99995502  x   0.99962116  =   0.99957620
 PP3028
 PP3028                          SUPERSEDED SURVEY CONTROL
 PP3028
 PP3028  NAD 83(1986)-  44 32 37.70704(N)    093 31 19.65947(W) AD(       ) 2
 PP3028  NAD 83(1986)-  44 32 37.70690(N)    093 31 19.65883(W) AD(       ) 2
 PP3028  NAD 27      -  44 32 37.83975(N)    093 31 18.83085(W) AD(       ) 2
 PP3028  NGVD 29 (01/20/88)  314.     (m)         1030.     (f) VERT ANG       
 PP3028
 PP3028.Superseded values are not recommended for survey control.
 PP3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3028.See file dsdata.txt to determine how the superseded data were derived.
 PP3028
 PP3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5852332408(NAD 83)
 PP3028_MARKER: DD = SURVEY DISK
 PP3028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP3028_STAMPING: 7013 E 1980
 PP3028_MARK LOGO: MNDT  
 PP3028_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3028
 PP3028  HISTORY     - Date     Condition        Report By
 PP3028  HISTORY     - 1980     MONUMENTED       MNDT
 PP3028  HISTORY     - 1980     GOOD             MNDT
 PP3028  HISTORY     - 1983     GOOD             MNDT
 PP3028
 PP3028                          STATION DESCRIPTION
 PP3028
 PP3028'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 PP3028'THE MARK IS LOCATED 3.1 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 PP3028'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE SE 1/4 OF SECTION
 PP3028'36, T113N, R23W.  THE MARK IS 65 FEET NORTH OF THE CENTERLINE OF TRUNK
 PP3028'HIGHWAY 19 AT MILEPOINT 153.9, 22 FEET WEST OF THE CENTER OF A FIELD
 PP3028'ENTRANCE TO THE NORTH, AND 1.0 FOOT SOUTH OF A STEEL WITNESS POST. THE
 PP3028'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7013 E 1980---, IS SET
 PP3028'IN THE TOP OF A MAGNETIC 6 FOOT LONG PRECAST CONCRETE MONUMENT THAT IS
 PP3028'BURIED 4 INCHES BELOW THE SURFACE OF THE GROUND.
 PP3028
 PP3028                          STATION RECOVERY (1983)
 PP3028
 PP3028'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP3028'3.1 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK
 PP3028'HIGHWAY 21 IN NEW PRAGUE, IN THE SOUTHEAST 1/4 OF SECTION 36, T113N,
 PP3028'R23W.  THE MARK IS 65 FEET NORTH OF THE CENTERLINE OF HIGHWAY 19 AT
 PP3028'MILEPOINT 153.9, 22 FEET WEST OF THE CENTER OF A FIELD ENTRANCE TO THE
 PP3028'NORTH, AND 1.0 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 PP3028'STANDARD MNDT DISK STAMPED---7013 E 1980---, IS SET IN THE TOP OF A
 PP3028'MAGNETIC 6 FOOT LONG PRECAST CONCRETE POST THAT IS BURIED 4 INCHES
 PP3028'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8150 ***********************************************************************
 AC8150  DESIGNATION -  7013 F
 AC8150  PID         -  AC8150
 AC8150  STATE/COUNTY-  MN/SCOTT
 AC8150  USGS QUAD   -  NEW PRAGUE (1981)
 AC8150
 AC8150                         *CURRENT SURVEY CONTROL
 AC8150  ___________________________________________________________________
 AC8150* NAD 83(1986)-  44 32 37.     (N)    093 30 48.     (W)     SCALED    
 AC8150* NAVD 88     -       305.163  (meters)    1001.19   (feet)  ADJUSTED  
 AC8150  ___________________________________________________________________
 AC8150  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AC8150  DYNAMIC HT  -         305.141 (meters)    1001.12  (feet)  COMP
 AC8150  MODELED GRAV-     980,537.1   (mgal)                       NAVD 88
 AC8150
 AC8150  VERT ORDER  -  SECOND    CLASS I
 AC8150
 AC8150.The horizontal coordinates were scaled from a topographic map and have
 AC8150.an estimated accuracy of +/- 6 seconds.
 AC8150
 AC8150.The orthometric height was determined by differential leveling
 AC8150.and adjusted by the National Geodetic Survey in September 1997..
 AC8150
 AC8150.The geoid height was determined by GEOID03.
 AC8150
 AC8150.The dynamic height is computed by dividing the NAVD 88
 AC8150.geopotential number by the normal gravity value computed on the
 AC8150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8150.degrees latitude (g = 980.6199 gals.).
 AC8150
 AC8150.The modeled gravity was interpolated from observed gravity values.
 AC8150
 AC8150;                    North         East    Units  Estimated Accuracy
 AC8150;SPC MN S     -   271,630.      838,670.      MT  (+/- 180 meters Scaled)
 AC8150
 AC8150                          SUPERSEDED SURVEY CONTROL
 AC8150
 AC8150.No superseded survey control is available for this station.
 AC8150
 AC8150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK592323(NAD 83)
 AC8150_MARKER: DD = SURVEY DISK
 AC8150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8150_STAMPING: 7013 F 1980
 AC8150_MARK LOGO: MNDT  
 AC8150_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8150
 AC8150  HISTORY     - Date     Condition        Report By
 AC8150  HISTORY     - 1980     MONUMENTED       MNDT
 AC8150  HISTORY     - 1983     GOOD             MNDT
 AC8150
 AC8150                          STATION DESCRIPTION
 AC8150
 AC8150'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8150'THE MARK IS LOCATED 3.6 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8150'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, 0.5 MILE WEST OF THE
 AC8150'EAST JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY 19, IN THE SW 1/4
 AC8150'OF SECTION 31, T113N, R22W.  THE MARK IS 79 FEET NORTH OF THE
 AC8150'CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT 154.4, 14 FEET WEST OF THE
 AC8150'CENTER OF A GRAVEL DRIVEWAY, 4 FEET EAST OF A POWER POLE, AND 1.0 FOOT
 AC8150'SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK
 AC8150'DISK STAMPED---7013 F 1980---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT
 AC8150'LONG PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 AC8150'GROUND.
 AC8150
 AC8150                          STATION RECOVERY (1983)
 AC8150
 AC8150'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 AC8150'3.6 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK
 AC8150'HIGHWAY 21 IN NEW PRAGUE, 0.5 MILE WEST OF THE EAST JUNCTION OF
 AC8150'HIGHWAYS 13 AND 19, IN THE SOUTHWEST 1/4 OF SECTION 31, T113N, R22W.
 AC8150'THE MARK IS 79 FEET NORTH OF THE CENTERLINE OF HIGHWAY 19 AT MILEPOINT
 AC8150'154.4, 14 FEET WEST OF THE CENTER OF A GRAVEL DRIVEWAY, 4 FEET EAST OF
 AC8150'A POWER POLE  AND 1.0 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 AC8150'STANDARD MNDT DISK STAMPED---7013 F 1980---, IS SET IN THE TOP OF A
 AC8150'MAGNETIC 6 FOOT LONG PRECAST CONCRETE POST THAT IS FLUSH WITH THE
 AC8150'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0910 ***********************************************************************
 PP0910  DESIGNATION -  7080 A
 PP0910  PID         -  PP0910
 PP0910  STATE/COUNTY-  MN/SCOTT
 PP0910  USGS QUAD   -  NEW MARKET (1974)
 PP0910
 PP0910                         *CURRENT SURVEY CONTROL
 PP0910  ___________________________________________________________________
 PP0910* NAD 83(1986)-  44 33 15.     (N)    093 17 54.     (W)     SCALED    
 PP0910* NAVD 88     -       339.361  (meters)    1113.39   (feet)  ADJUSTED  
 PP0910  ___________________________________________________________________
 PP0910  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 PP0910  DYNAMIC HT  -         339.326 (meters)    1113.27  (feet)  COMP
 PP0910  MODELED GRAV-     980,503.5   (mgal)                       NAVD 88
 PP0910
 PP0910  VERT ORDER  -  SECOND    CLASS 0
 PP0910
 PP0910.The horizontal coordinates were scaled from a topographic map and have
 PP0910.an estimated accuracy of +/- 6 seconds.
 PP0910
 PP0910.The orthometric height was determined by differential leveling
 PP0910.and adjusted by the National Geodetic Survey in June 1991..
 PP0910
 PP0910.The geoid height was determined by GEOID03.
 PP0910
 PP0910.The dynamic height is computed by dividing the NAVD 88
 PP0910.geopotential number by the normal gravity value computed on the
 PP0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0910.degrees latitude (g = 980.6199 gals.).
 PP0910
 PP0910.The modeled gravity was interpolated from observed gravity values.
 PP0910
 PP0910;                    North         East    Units  Estimated Accuracy
 PP0910;SPC MN S     -   272,930.      855,750.      MT  (+/- 180 meters Scaled)
 PP0910
 PP0910                          SUPERSEDED SURVEY CONTROL
 PP0910
 PP0910  NGVD 29 (??/??/92)  339.318  (m)         1113.25   (f) ADJ UNCH    2 0
 PP0910
 PP0910.Superseded values are not recommended for survey control.
 PP0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0910.See file dsdata.txt to determine how the superseded data were derived.
 PP0910
 PP0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK763334(NAD 83)
 PP0910_MARKER: DD = SURVEY DISK
 PP0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0910_STAMPING: 7080-A 1970
 PP0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0910+STABILITY: SURFACE MOTION
 PP0910
 PP0910  HISTORY     - Date     Condition        Report By
 PP0910  HISTORY     - 1970     MONUMENTED       MNDT
 PP0910
 PP0910                          STATION DESCRIPTION
 PP0910
 PP0910'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0910'1.7 MI SE FROM ELKO.
 PP0910'MARK IS LOCATED 1.3 MILES SOUTH AND 1.0 MILES EAST OF ELKO, 1.3 MILES
 PP0910'SOUTH OF COUNTY ROAD 2, 0.7 MILES NORTH OF THE SCOTT-RICE COUNTY LINE,
 PP0910'99 FEET EAST OF FAI 35, NORTHBOUND CENTERLINE STATION 187+00, 1 FOOT
 PP0910'WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP0910'SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 36, T 113N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0905 ***********************************************************************
 PP0905  DESIGNATION -  7080 B
 PP0905  PID         -  PP0905
 PP0905  STATE/COUNTY-  MN/SCOTT
 PP0905  USGS QUAD   -  NEW MARKET (1974)
 PP0905
 PP0905                         *CURRENT SURVEY CONTROL
 PP0905  ___________________________________________________________________
 PP0905* NAD 83(1986)-  44 34 22.     (N)    093 17 52.     (W)     SCALED    
 PP0905* NAVD 88     -       344.047  (meters)    1128.76   (feet)  ADJUSTED  
 PP0905  ___________________________________________________________________
 PP0905  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 PP0905  DYNAMIC HT  -         344.013 (meters)    1128.65  (feet)  COMP
 PP0905  MODELED GRAV-     980,508.5   (mgal)                       NAVD 88
 PP0905
 PP0905  VERT ORDER  -  SECOND    CLASS 0
 PP0905
 PP0905.The horizontal coordinates were scaled from a topographic map and have
 PP0905.an estimated accuracy of +/- 6 seconds.
 PP0905
 PP0905.The orthometric height was determined by differential leveling
 PP0905.and adjusted by the National Geodetic Survey in June 1991..
 PP0905
 PP0905.The geoid height was determined by GEOID03.
 PP0905
 PP0905.The dynamic height is computed by dividing the NAVD 88
 PP0905.geopotential number by the normal gravity value computed on the
 PP0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0905.degrees latitude (g = 980.6199 gals.).
 PP0905
 PP0905.The modeled gravity was interpolated from observed gravity values.
 PP0905
 PP0905;                    North         East    Units  Estimated Accuracy
 PP0905;SPC MN S     -   274,990.      855,770.      MT  (+/- 180 meters Scaled)
 PP0905
 PP0905                          SUPERSEDED SURVEY CONTROL
 PP0905
 PP0905  NGVD 29 (??/??/92)  343.988  (m)         1128.57   (f) ADJ UNCH    2 0
 PP0905
 PP0905.Superseded values are not recommended for survey control.
 PP0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0905.See file dsdata.txt to determine how the superseded data were derived.
 PP0905
 PP0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK763355(NAD 83)
 PP0905_MARKER: DD = SURVEY DISK
 PP0905_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0905_SP_SET: BRIDGE
 PP0905_STAMPING: 7080-B 1970
 PP0905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0905
 PP0905  HISTORY     - Date     Condition        Report By
 PP0905  HISTORY     - 1970     MONUMENTED       MNDT
 PP0905  HISTORY     - 1986     GOOD             USPSQD
 PP0905
 PP0905                          STATION DESCRIPTION
 PP0905
 PP0905'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0905'1.0 MI E FROM ELKO.
 PP0905'MARK IS LOCATED 1.0 MILES EAST OF THE JUNCTION OF COUNTY ROAD 2 AND
 PP0905'THE RAILROAD TRACK IN ELKO, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 PP0905'70801, COUNTY ROAD 2 OVER FAI 35.  SW 1/4 SECTION 24, T 113N, R 21W.
 PP0905
 PP0905                          STATION RECOVERY (1986)
 PP0905
 PP0905'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP0905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0903 ***********************************************************************
 PP0903  DESIGNATION -  7080 C 1
 PP0903  PID         -  PP0903
 PP0903  STATE/COUNTY-  MN/SCOTT
 PP0903  USGS QUAD   -  NEW MARKET (1974)
 PP0903
 PP0903                         *CURRENT SURVEY CONTROL
 PP0903  ___________________________________________________________________
 PP0903* NAD 83(1986)-  44 34 55.     (N)    093 17 49.     (W)     SCALED    
 PP0903* NAVD 88     -       333.696  (meters)    1094.80   (feet)  ADJUSTED  
 PP0903  ___________________________________________________________________
 PP0903  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 PP0903  DYNAMIC HT  -         333.664 (meters)    1094.70  (feet)  COMP
 PP0903  MODELED GRAV-     980,511.6   (mgal)                       NAVD 88
 PP0903
 PP0903  VERT ORDER  -  SECOND    CLASS 0
 PP0903
 PP0903.The horizontal coordinates were scaled from a topographic map and have
 PP0903.an estimated accuracy of +/- 6 seconds.
 PP0903
 PP0903.The orthometric height was determined by differential leveling
 PP0903.and adjusted by the National Geodetic Survey in June 1991..
 PP0903
 PP0903.The geoid height was determined by GEOID03.
 PP0903
 PP0903.The dynamic height is computed by dividing the NAVD 88
 PP0903.geopotential number by the normal gravity value computed on the
 PP0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0903.degrees latitude (g = 980.6199 gals.).
 PP0903
 PP0903.The modeled gravity was interpolated from observed gravity values.
 PP0903
 PP0903;                    North         East    Units  Estimated Accuracy
 PP0903;SPC MN S     -   276,010.      855,830.      MT  (+/- 180 meters Scaled)
 PP0903
 PP0903                          SUPERSEDED SURVEY CONTROL
 PP0903
 PP0903  NGVD 29 (??/??/92)  333.636  (m)         1094.60   (f) ADJ UNCH    2 0
 PP0903
 PP0903.Superseded values are not recommended for survey control.
 PP0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0903.See file dsdata.txt to determine how the superseded data were derived.
 PP0903
 PP0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK764365(NAD 83)
 PP0903_MARKER: DD = SURVEY DISK
 PP0903_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0903_SP_SET: BRIDGE
 PP0903_STAMPING: 7080-C1 1970
 PP0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0903
 PP0903  HISTORY     - Date     Condition        Report By
 PP0903  HISTORY     - 1970     MONUMENTED       MNDT
 PP0903  HISTORY     - 1986     GOOD             USPSQD
 PP0903
 PP0903                          STATION DESCRIPTION
 PP0903
 PP0903'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0903'1.0 MI NE FROM ELKO.
 PP0903'MARK IS LOCATED 1.0 MILES NORTHEAST OF COUNTY ROAD 2 IN ELKO, ALONG
 PP0903'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, IN THE FAI 35
 PP0903'NORTHBOUND OVERPASS, BRIDGE NO. 70804, 0.6 MILES NORTH OF COUNTY ROAD
 PP0903'2 ALONG FAI 35.  NE 1/4 SECTION 23, T 113N, R 21W.
 PP0903
 PP0903                          STATION RECOVERY (1986)
 PP0903
 PP0903'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0902 ***********************************************************************
 PP0902  DESIGNATION -  7080 D
 PP0902  PID         -  PP0902
 PP0902  STATE/COUNTY-  MN/SCOTT
 PP0902  USGS QUAD   -  NEW MARKET (1974)
 PP0902
 PP0902                         *CURRENT SURVEY CONTROL
 PP0902  ___________________________________________________________________
 PP0902* NAD 83(1986)-  44 35 14.     (N)    093 17 48.     (W)     SCALED    
 PP0902* NAVD 88     -       321.269  (meters)    1054.03   (feet)  ADJUSTED  
 PP0902  ___________________________________________________________________
 PP0902  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 PP0902  DYNAMIC HT  -         321.238 (meters)    1053.93  (feet)  COMP
 PP0902  MODELED GRAV-     980,513.4   (mgal)                       NAVD 88
 PP0902
 PP0902  VERT ORDER  -  SECOND    CLASS 0
 PP0902
 PP0902.The horizontal coordinates were scaled from a topographic map and have
 PP0902.an estimated accuracy of +/- 6 seconds.
 PP0902
 PP0902.The orthometric height was determined by differential leveling
 PP0902.and adjusted by the National Geodetic Survey in June 1991..
 PP0902
 PP0902.The geoid height was determined by GEOID03.
 PP0902
 PP0902.The dynamic height is computed by dividing the NAVD 88
 PP0902.geopotential number by the normal gravity value computed on the
 PP0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0902.degrees latitude (g = 980.6199 gals.).
 PP0902
 PP0902.The modeled gravity was interpolated from observed gravity values.
 PP0902
 PP0902;                    North         East    Units  Estimated Accuracy
 PP0902;SPC MN S     -   276,600.      855,850.      MT  (+/- 180 meters Scaled)
 PP0902
 PP0902                          SUPERSEDED SURVEY CONTROL
 PP0902
 PP0902  NGVD 29 (??/??/92)  321.210  (m)         1053.84   (f) ADJ UNCH    2 0
 PP0902
 PP0902.Superseded values are not recommended for survey control.
 PP0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0902.See file dsdata.txt to determine how the superseded data were derived.
 PP0902
 PP0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK764371(NAD 83)
 PP0902_MARKER: DD = SURVEY DISK
 PP0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0902_STAMPING: 7080-D 1970
 PP0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0902+STABILITY: SURFACE MOTION
 PP0902
 PP0902  HISTORY     - Date     Condition        Report By
 PP0902  HISTORY     - 1970     MONUMENTED       MNDT
 PP0902  HISTORY     - 1971     GOOD             MNDT
 PP0902
 PP0902                          STATION DESCRIPTION
 PP0902
 PP0902'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0902'1.2 MI NE FROM ELKO.
 PP0902'ELKO TO BLOOMINGTON, 1.0 MILES EAST ALONG COUNTY ROAD 2 FROM THE
 PP0902'JUNCTION OF COUNTY ROAD 2 AND THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP0902'PACIFIC RAILROAD, THENCE 1.0 MILES NORTH ALONG FAI 35, 0.4 MILES NORTH
 PP0902'OF THE JUNCTION OF FAI 35 AND THE C.M. ST. P. AND P. RAILROAD, 128
 PP0902'FEET NORTH OF A PROJECTED CENTERLINE OF TOWNSHIP ROAD (DEAD-END EAST)
 PP0902'97 FEET SOUTHEAST OF THE EAST END OF A 30 INCH CULVERT (UNDER I-35) 97
 PP0902'FEET EAST OF AND ABOUT LEVEL WITH FAI 35 NORTHBOUND CENTERLINE STATION
 PP0902'310+13, 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST
 PP0902'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4, SEC 13, T 113N,
 PP0902'R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0901 ***********************************************************************
 PP0901  DESIGNATION -  7080 E
 PP0901  PID         -  PP0901
 PP0901  STATE/COUNTY-  MN/SCOTT
 PP0901  USGS QUAD   -  NEW MARKET (1974)
 PP0901
 PP0901                         *CURRENT SURVEY CONTROL
 PP0901  ___________________________________________________________________
 PP0901* NAD 83(1986)-  44 35 40.     (N)    093 17 50.     (W)     SCALED    
 PP0901* NAVD 88     -       330.335  (meters)    1083.77   (feet)  ADJUSTED  
 PP0901  ___________________________________________________________________
 PP0901  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 PP0901  DYNAMIC HT  -         330.304 (meters)    1083.67  (feet)  COMP
 PP0901  MODELED GRAV-     980,515.9   (mgal)                       NAVD 88
 PP0901
 PP0901  VERT ORDER  -  SECOND    CLASS 0
 PP0901
 PP0901.The horizontal coordinates were scaled from a topographic map and have
 PP0901.an estimated accuracy of +/- 6 seconds.
 PP0901
 PP0901.The orthometric height was determined by differential leveling
 PP0901.and adjusted by the National Geodetic Survey in June 1991..
 PP0901
 PP0901.The geoid height was determined by GEOID03.
 PP0901
 PP0901.The dynamic height is computed by dividing the NAVD 88
 PP0901.geopotential number by the normal gravity value computed on the
 PP0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0901.degrees latitude (g = 980.6199 gals.).
 PP0901
 PP0901.The modeled gravity was interpolated from observed gravity values.
 PP0901
 PP0901;                    North         East    Units  Estimated Accuracy
 PP0901;SPC MN S     -   277,400.      855,800.      MT  (+/- 180 meters Scaled)
 PP0901
 PP0901                          SUPERSEDED SURVEY CONTROL
 PP0901
 PP0901  NGVD 29 (??/??/92)  330.275  (m)         1083.58   (f) ADJ UNCH    2 0
 PP0901
 PP0901.Superseded values are not recommended for survey control.
 PP0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0901.See file dsdata.txt to determine how the superseded data were derived.
 PP0901
 PP0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK764379(NAD 83)
 PP0901_MARKER: DD = SURVEY DISK
 PP0901_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0901_SP_SET: BRIDGE
 PP0901_STAMPING: 7080-E 1970
 PP0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0901
 PP0901  HISTORY     - Date     Condition        Report By
 PP0901  HISTORY     - 1970     MONUMENTED       MNDT
 PP0901  HISTORY     - 1971     GOOD             MNDT
 PP0901  HISTORY     - 1986     GOOD             USPSQD
 PP0901
 PP0901                          STATION DESCRIPTION
 PP0901
 PP0901'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0901'1.8 MI NE FROM ELKO.
 PP0901'ELKO TO BLOOMINGTON, 1.0 MILES EAST ALONG COUNTY ROAD 2, FROM THE
 PP0901'JUNCTION OF COUNTY ROAD 2 AND THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP0901'PACIFIC RAILROAD AT ELKO, THENCE 1.5 MILES NORTH ALONG FAI 35, 2.5
 PP0901'MILES SOUTH OF THE SCOTT-DAKOTA COUNTY LINE, IN THE SOUTHEAST CORNER
 PP0901'OF BRIDGE NO. 70802, COUNTY ROAD 62 OVER FAI 35.  SW 1/4, SEC 13,
 PP0901'T113N, R 21W.
 PP0901
 PP0901                          STATION RECOVERY (1986)
 PP0901
 PP0901'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0899 ***********************************************************************
 PP0899  DESIGNATION -  7080 F
 PP0899  PID         -  PP0899
 PP0899  STATE/COUNTY-  MN/SCOTT
 PP0899  USGS QUAD   -  NEW MARKET (1974)
 PP0899
 PP0899                         *CURRENT SURVEY CONTROL
 PP0899  ___________________________________________________________________
 PP0899* NAD 83(1986)-  44 36 06.     (N)    093 17 55.     (W)     SCALED    
 PP0899* NAVD 88     -       311.749  (meters)    1022.80   (feet)  ADJUSTED  
 PP0899  ___________________________________________________________________
 PP0899  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 PP0899  DYNAMIC HT  -         311.721 (meters)    1022.70  (feet)  COMP
 PP0899  MODELED GRAV-     980,518.3   (mgal)                       NAVD 88
 PP0899
 PP0899  VERT ORDER  -  SECOND    CLASS 0
 PP0899
 PP0899.The horizontal coordinates were scaled from a topographic map and have
 PP0899.an estimated accuracy of +/- 6 seconds.
 PP0899
 PP0899.The orthometric height was determined by differential leveling
 PP0899.and adjusted by the National Geodetic Survey in June 1991..
 PP0899
 PP0899.The geoid height was determined by GEOID03.
 PP0899
 PP0899.The dynamic height is computed by dividing the NAVD 88
 PP0899.geopotential number by the normal gravity value computed on the
 PP0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0899.degrees latitude (g = 980.6199 gals.).
 PP0899
 PP0899.The modeled gravity was interpolated from observed gravity values.
 PP0899
 PP0899;                    North         East    Units  Estimated Accuracy
 PP0899;SPC MN S     -   278,200.      855,680.      MT  (+/- 180 meters Scaled)
 PP0899
 PP0899                          SUPERSEDED SURVEY CONTROL
 PP0899
 PP0899  NGVD 29 (??/??/92)  311.691  (m)         1022.61   (f) ADJ UNCH    2 0
 PP0899
 PP0899.Superseded values are not recommended for survey control.
 PP0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0899.See file dsdata.txt to determine how the superseded data were derived.
 PP0899
 PP0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK763387(NAD 83)
 PP0899_MARKER: DD = SURVEY DISK
 PP0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0899_STAMPING: 7080-F 1970
 PP0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0899+STABILITY: SURFACE MOTION
 PP0899
 PP0899  HISTORY     - Date     Condition        Report By
 PP0899  HISTORY     - 1970     MONUMENTED       MNDT
 PP0899  HISTORY     - 1971     GOOD             MNDT
 PP0899
 PP0899                          STATION DESCRIPTION
 PP0899
 PP0899'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0899'1.85 MI N FROM ELKO.
 PP0899'ELKO TO BLOOMINGTON, 1.0 MILE EAST ALONG COUNTY ROAD 2, FROM THE
 PP0899'JUNCTION OF COUNTY ROAD 2 AND THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP0899'PACIFIC RAILROAD, THENCE 2.0 MILES NORTH ALONG FAI 35, 2.0 MILES SOUTH
 PP0899'OF THE SCOTT-DAKOTA COUNTY LINE, 107 FEET SOUTHEAST OF A 15 INCH OAK
 PP0899'TREE, 94 FEET SOUTH OF A FENCE CORNER, 97 FEET WEST OF AND 3 FEET
 PP0899'LOWER THAN, FAI 35 SOUTHBOUND CENTERLINE STATION 361+01, 2 FEET EAST
 PP0899'OF THE WEST RIGHT OF WAY FENCE, 1 FOOT EAST OF A STEEL WITNESS POST,
 PP0899'IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. SE
 PP0899'1/4, SEC 11, T 113N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0898 ***********************************************************************
 PP0898  DESIGNATION -  7080 G
 PP0898  PID         -  PP0898
 PP0898  STATE/COUNTY-  MN/SCOTT
 PP0898  USGS QUAD   -  NEW MARKET (1974)
 PP0898
 PP0898                         *CURRENT SURVEY CONTROL
 PP0898  ___________________________________________________________________
 PP0898* NAD 83(1986)-  44 36 30.     (N)    093 17 43.     (W)     SCALED    
 PP0898* NAVD 88     -       306.656  (meters)    1006.09   (feet)  ADJUSTED  
 PP0898  ___________________________________________________________________
 PP0898  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 PP0898  DYNAMIC HT  -         306.629 (meters)    1006.00  (feet)  COMP
 PP0898  MODELED GRAV-     980,520.5   (mgal)                       NAVD 88
 PP0898
 PP0898  VERT ORDER  -  SECOND    CLASS 0
 PP0898
 PP0898.The horizontal coordinates were scaled from a topographic map and have
 PP0898.an estimated accuracy of +/- 6 seconds.
 PP0898
 PP0898.The orthometric height was determined by differential leveling
 PP0898.and adjusted by the National Geodetic Survey in June 1991..
 PP0898.WARNING-Repeat measurements at this control monument indicate possible
 PP0898.vertical movement.
 PP0898
 PP0898.The geoid height was determined by GEOID03.
 PP0898
 PP0898.The dynamic height is computed by dividing the NAVD 88
 PP0898.geopotential number by the normal gravity value computed on the
 PP0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0898.degrees latitude (g = 980.6199 gals.).
 PP0898
 PP0898.The modeled gravity was interpolated from observed gravity values.
 PP0898
 PP0898;                    North         East    Units  Estimated Accuracy
 PP0898;SPC MN S     -   278,950.      855,940.      MT  (+/- 180 meters Scaled)
 PP0898
 PP0898                          SUPERSEDED SURVEY CONTROL
 PP0898
 PP0898  NGVD 29 (??/??/92)  306.600  (m)         1005.90   (f) ADJ UNCH    2 0
 PP0898
 PP0898.Superseded values are not recommended for survey control.
 PP0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0898.See file dsdata.txt to determine how the superseded data were derived.
 PP0898
 PP0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK765394(NAD 83)
 PP0898_MARKER: DD = SURVEY DISK
 PP0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0898_STAMPING: 7080-G 1970
 PP0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0898+STABILITY: SURFACE MOTION
 PP0898
 PP0898  HISTORY     - Date     Condition        Report By
 PP0898  HISTORY     - 1970     MONUMENTED       MNDT
 PP0898  HISTORY     - 1971     GOOD             MNDT
 PP0898
 PP0898                          STATION DESCRIPTION
 PP0898
 PP0898'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0898'2.15 MI NE FROM ELKO.
 PP0898'ELKO TO BLOOMINGTON, 1.0 MILE EAST ALONG COUNTY ROAD 2 FROM THE
 PP0898'JUNCTION OF COUNTY ROAD 2 AND THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP0898'PACIFIC RAILROAD IN ELKO, THENCE 2.4 MILES NORTH ALONG FAI 35, 0.9
 PP0898'MILES NORTH OF COUNTY ROAD 62, 0.1 MILE SOUTH OF TWIN 36 INCH CONCRETE
 PP0898'CULVER (UNDER FAI 35) NEAR THE NORTH END OF A GROVE OF TREES, 96 FEET
 PP0898'EAST OF, AND ABOUT LEVEL WITH FAI 35 NORTHBOUND CENTERLINE STATION
 PP0898'381+00, 3 FEET WEST OF THE EAST RIGHT OF WAY FENCE, 1 FOOT WEST OF A
 PP0898'STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH
 PP0898'WITH THE GROUND.  SE 1/4, SEC 12, T 113N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0897 ***********************************************************************
 PP0897  DESIGNATION -  7080 H
 PP0897  PID         -  PP0897
 PP0897  STATE/COUNTY-  MN/SCOTT
 PP0897  USGS QUAD   -  NEW MARKET (1974)
 PP0897
 PP0897                         *CURRENT SURVEY CONTROL
 PP0897  ___________________________________________________________________
 PP0897* NAD 83(1986)-  44 37 02.     (N)    093 17 50.     (W)     SCALED    
 PP0897* NAVD 88     -       321.997  (meters)    1056.42   (feet)  ADJUSTED  
 PP0897  ___________________________________________________________________
 PP0897  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 PP0897  DYNAMIC HT  -         321.969 (meters)    1056.33  (feet)  COMP
 PP0897  MODELED GRAV-     980,523.1   (mgal)                       NAVD 88
 PP0897
 PP0897  VERT ORDER  -  SECOND    CLASS 0
 PP0897
 PP0897.The horizontal coordinates were scaled from a topographic map and have
 PP0897.an estimated accuracy of +/- 6 seconds.
 PP0897
 PP0897.The orthometric height was determined by differential leveling
 PP0897.and adjusted by the National Geodetic Survey in June 1991..
 PP0897
 PP0897.The geoid height was determined by GEOID03.
 PP0897
 PP0897.The dynamic height is computed by dividing the NAVD 88
 PP0897.geopotential number by the normal gravity value computed on the
 PP0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0897.degrees latitude (g = 980.6199 gals.).
 PP0897
 PP0897.The modeled gravity was interpolated from observed gravity values.
 PP0897
 PP0897;                    North         East    Units  Estimated Accuracy
 PP0897;SPC MN S     -   279,930.      855,780.      MT  (+/- 180 meters Scaled)
 PP0897
 PP0897                          SUPERSEDED SURVEY CONTROL
 PP0897
 PP0897  NGVD 29 (??/??/92)  321.942  (m)         1056.24   (f) ADJ UNCH    2 0
 PP0897
 PP0897.Superseded values are not recommended for survey control.
 PP0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0897.See file dsdata.txt to determine how the superseded data were derived.
 PP0897
 PP0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK764404(NAD 83)
 PP0897_MARKER: DD = SURVEY DISK
 PP0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0897_STAMPING: 7080-H 1970
 PP0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0897+STABILITY: SURFACE MOTION
 PP0897
 PP0897  HISTORY     - Date     Condition        Report By
 PP0897  HISTORY     - 1970     MONUMENTED       MNDT
 PP0897  HISTORY     - 1971     GOOD             MNDT
 PP0897
 PP0897                          STATION DESCRIPTION
 PP0897
 PP0897'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0897'3.2 MI N FROM ELKO.
 PP0897'ELKO TO BLOOMINGTON, 1.0 MILE EAST ALONG COUNTY ROAD 2 FROM THE
 PP0897'JUNCTION OF COUNTY ROAD 2 AND THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP0897'PACIFIC RAILROAD AT ELKO, THENCE 3.0 MILES NORTH ALONG FAI 35, 1.0
 PP0897'MILE SOUTH OF THE SCOTT - DAKOTA COUNTY LINE, 69 FEET WEST OF AND
 PP0897'ABOUT LEVEL WITH FAI 35 SOUTHBOUND CENTERLINE STATION 419+34, 30 FEET
 PP0897'EAST OF THE WEST RIGHT OF WAY FENCE, 25 FEET SOUTHEAST OF A 10 INCH
 PP0897'OAK TREE, 1 FOOT EAST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST
 PP0897'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4, SEC 11, T 113N,
 PP0897'R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0896 ***********************************************************************
 PP0896  DESIGNATION -  7080 J
 PP0896  PID         -  PP0896
 PP0896  STATE/COUNTY-  MN/SCOTT
 PP0896  USGS QUAD   -  NEW MARKET (1974)
 PP0896
 PP0896                         *CURRENT SURVEY CONTROL
 PP0896  ___________________________________________________________________
 PP0896* NAD 83(1986)-  44 37 24.     (N)    093 17 50.     (W)     SCALED    
 PP0896* NAVD 88     -       338.716  (meters)    1111.27   (feet)  ADJUSTED  
 PP0896  ___________________________________________________________________
 PP0896  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 PP0896  DYNAMIC HT  -         338.688 (meters)    1111.18  (feet)  COMP
 PP0896  MODELED GRAV-     980,524.8   (mgal)                       NAVD 88
 PP0896
 PP0896  VERT ORDER  -  SECOND    CLASS 0
 PP0896
 PP0896.The horizontal coordinates were scaled from a topographic map and have
 PP0896.an estimated accuracy of +/- 6 seconds.
 PP0896
 PP0896.The orthometric height was determined by differential leveling
 PP0896.and adjusted by the National Geodetic Survey in June 1991..
 PP0896
 PP0896.The geoid height was determined by GEOID03.
 PP0896
 PP0896.The dynamic height is computed by dividing the NAVD 88
 PP0896.geopotential number by the normal gravity value computed on the
 PP0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0896.degrees latitude (g = 980.6199 gals.).
 PP0896
 PP0896.The modeled gravity was interpolated from observed gravity values.
 PP0896
 PP0896;                    North         East    Units  Estimated Accuracy
 PP0896;SPC MN S     -   280,610.      855,770.      MT  (+/- 180 meters Scaled)
 PP0896
 PP0896                          SUPERSEDED SURVEY CONTROL
 PP0896
 PP0896  NGVD 29 (??/??/92)  338.660  (m)         1111.09   (f) ADJ UNCH    2 0
 PP0896
 PP0896.Superseded values are not recommended for survey control.
 PP0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0896.See file dsdata.txt to determine how the superseded data were derived.
 PP0896
 PP0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK764411(NAD 83)
 PP0896_MARKER: DD = SURVEY DISK
 PP0896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0896_SP_SET: BRIDGE
 PP0896_STAMPING: 7080-J 1970
 PP0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0896
 PP0896  HISTORY     - Date     Condition        Report By
 PP0896  HISTORY     - 1970     MONUMENTED       MNDT
 PP0896  HISTORY     - 1971     GOOD             MNDT
 PP0896  HISTORY     - 1986     GOOD             USPSQD
 PP0896
 PP0896                          STATION DESCRIPTION
 PP0896
 PP0896'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0896'3.65 MI N FROM ELKO.
 PP0896'ELKO TO BLOOMINGTON, 1.0 MILES WEST ALONG COUNTY ROAD 2 FROM THE
 PP0896'JUNCTION OF COUNTY ROAD 2 AND THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP0896'PACIFIC RAILROAD AT ELKO, THENCE 3.5 MILES NORTH ALONG FAI 35, 0.5
 PP0896'MILES SOUTH OF THE SCOTT-DAKOTA COUNTY LINE, IN THE SOUTHEAST CORNER
 PP0896'OF BRIDGE NO. 70805, COUNTY ROAD 29 OVER FAI 35.  SE 1/4, SEC 1, T
 PP0896'113N, R 21W.
 PP0896
 PP0896                          STATION RECOVERY (1986)
 PP0896
 PP0896'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0892 ***********************************************************************
 PP0892  DESIGNATION -  7080 K
 PP0892  PID         -  PP0892
 PP0892  STATE/COUNTY-  MN/SCOTT
 PP0892  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0892
 PP0892                         *CURRENT SURVEY CONTROL
 PP0892  ___________________________________________________________________
 PP0892* NAD 83(1986)-  44 37 50.     (N)    093 17 52.     (W)     SCALED    
 PP0892* NAVD 88     -       333.507  (meters)    1094.18   (feet)  ADJUSTED  
 PP0892  ___________________________________________________________________
 PP0892  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 PP0892  DYNAMIC HT  -         333.480 (meters)    1094.09  (feet)  COMP
 PP0892  MODELED GRAV-     980,526.7   (mgal)                       NAVD 88
 PP0892
 PP0892  VERT ORDER  -  SECOND    CLASS 0
 PP0892
 PP0892.The horizontal coordinates were scaled from a topographic map and have
 PP0892.an estimated accuracy of +/- 6 seconds.
 PP0892
 PP0892.The orthometric height was determined by differential leveling
 PP0892.and adjusted by the National Geodetic Survey in June 1991..
 PP0892
 PP0892.The geoid height was determined by GEOID03.
 PP0892
 PP0892.The dynamic height is computed by dividing the NAVD 88
 PP0892.geopotential number by the normal gravity value computed on the
 PP0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0892.degrees latitude (g = 980.6199 gals.).
 PP0892
 PP0892.The modeled gravity was interpolated from observed gravity values.
 PP0892
 PP0892;                    North         East    Units  Estimated Accuracy
 PP0892;SPC MN S     -   281,410.      855,720.      MT  (+/- 180 meters Scaled)
 PP0892
 PP0892                          SUPERSEDED SURVEY CONTROL
 PP0892
 PP0892  NGVD 29 (??/??/92)  333.450  (m)         1093.99   (f) ADJ UNCH    2 0
 PP0892
 PP0892.Superseded values are not recommended for survey control.
 PP0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0892.See file dsdata.txt to determine how the superseded data were derived.
 PP0892
 PP0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK763419(NAD 83)
 PP0892_MARKER: DD = SURVEY DISK
 PP0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0892_STAMPING: 7080-K 1970
 PP0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0892+STABILITY: SURFACE MOTION
 PP0892
 PP0892  HISTORY     - Date     Condition        Report By
 PP0892  HISTORY     - 1970     MONUMENTED       MNDT
 PP0892  HISTORY     - 1971     GOOD             MNDT
 PP0892
 PP0892                          STATION DESCRIPTION
 PP0892
 PP0892'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0892'4.1 MI N FROM ELKO.
 PP0892'ELKO TO BLOOMINGTON, 1.0 MILES EAST ALONG COUNTY ROAD 2 FROM THE
 PP0892'JUNCTION OF COUNTY ROAD 2 AND THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP0892'PACIFIC RAILROAD IN ELKO, THENCE 4.0 MILES NORTH ALONG FAI 35, OR 4.8
 PP0892'MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI 35 AND T.H. 50 IN
 PP0892'LAKEVILLE, NEAR THE SCOTT-DAKOTA COUNTY LINE, 222 FEET SOUTHEAST OF
 PP0892'THE EAST LEG OF A HIGHWAY INFORMATION SIGN (DAKOTA COUNTY), 97 FEET
 PP0892'EAST OF AND ABOUT 2 FEET LOWER THAN FAI 35 NORTHBOUND CENTERLINE
 PP0892'STATION 464+91, 1 FOOT WEST OF THE EAST RIGHT OF WAY FENCE, 1 FOOT
 PP0892'WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP0892'SET FLUSH WITH THE GROUND.  NE 1/4, SEC 1, T113N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1281 ***********************************************************************
 SJ1281  DESIGNATION -  71 14
 SJ1281  PID         -  SJ1281
 SJ1281  STATE/COUNTY-  MN/ITASCA
 SJ1281  USGS QUAD   -  BOVEY (1969)
 SJ1281
 SJ1281                         *CURRENT SURVEY CONTROL
 SJ1281  ___________________________________________________________________
 SJ1281* NAD 83(1986)-  47 17 19.     (N)    093 25 33.     (W)     SCALED    
 SJ1281* NAVD 88     -       404.706  (meters)    1327.77   (feet)  POSTED    
 SJ1281  ___________________________________________________________________
 SJ1281  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 SJ1281  DYNAMIC HT  -         404.740 (meters)    1327.88  (feet)  COMP
 SJ1281  MODELED GRAV-     980,683.5   (mgal)                       NAVD 88
 SJ1281
 SJ1281  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SJ1281
 SJ1281.The horizontal coordinates were scaled from a topographic map and have
 SJ1281.an estimated accuracy of +/- 6 seconds.
 SJ1281
 SJ1281.The orthometric height was determined by differential leveling
 SJ1281.and adjusted by the National Geodetic Survey in 1992..
 SJ1281.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SJ1281.rate of 1.1 thru 2.0 mm/km.
 SJ1281
 SJ1281.The geoid height was determined by GEOID03.
 SJ1281
 SJ1281.The dynamic height is computed by dividing the NAVD 88
 SJ1281.geopotential number by the normal gravity value computed on the
 SJ1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1281.degrees latitude (g = 980.6199 gals.).
 SJ1281
 SJ1281.The modeled gravity was interpolated from observed gravity values.
 SJ1281
 SJ1281;                    North         East    Units  Estimated Accuracy
 SJ1281;SPC MN N     -   187,730.      775,350.      MT  (+/- 180 meters Scaled)
 SJ1281
 SJ1281                          SUPERSEDED SURVEY CONTROL
 SJ1281
 SJ1281  NGVD 29 (??/??/92)  404.465  (m)         1326.98   (f) ADJ UNCH    1 2
 SJ1281
 SJ1281.Superseded values are not recommended for survey control.
 SJ1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1281.See file dsdata.txt to determine how the superseded data were derived.
 SJ1281
 SJ1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN678373(NAD 83)
 SJ1281_MARKER: R = RIVET
 SJ1281_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SJ1281_SP_SET: FOUNDATION
 SJ1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1281
 SJ1281  HISTORY     - Date     Condition        Report By
 SJ1281  HISTORY     - UNK      MONUMENTED       MNGS
 SJ1281  HISTORY     - 1948     GOOD             NGS
 SJ1281  HISTORY     - 1951     MARK NOT FOUND   USGS
 SJ1281  HISTORY     - 1977     MARK NOT FOUND   MNDT
 SJ1281
 SJ1281                          STATION DESCRIPTION
 SJ1281
 SJ1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SJ1281'IN COLERAINE.
 SJ1281'IN COLERAINE, 1/2 BLOCK WEST OF THE CITY HALL, ON THE NORTHWEST
 SJ1281'CORNER, OF GREENWAY HIGHSCHOOL GROUNDS, SET IN THE NORTHWEST CORNER OF
 SJ1281'THE CONCRETE FOUNDATION OF THE FLAG POLE, 40 FEET NORTH-NORTHEAST OF
 SJ1281'THE NORTHWEST CORNER OF THE SCHOOL BUILDING AND ABOUT 5 INCHES ABOVE
 SJ1281'THE LEVEL OF THE GROUND.  NOTE-- MONEL RIVET NOT FOUND BUT FLAGPOLE
 SJ1281'FOUNDATION STILL IN PLACE.  THE FOUNDATION HAS BEEN COATED WITH
 SJ1281'ASPHALT.
 SJ1281
 SJ1281                          STATION RECOVERY (1951)
 SJ1281
 SJ1281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 SJ1281'MARK NOT FOUND.
 SJ1281
 SJ1281                          STATION RECOVERY (1977)
 SJ1281
 SJ1281'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 SJ1281'THE DESCRIBED FLAG POLE BASE APPEARS TO BE NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1283 ***********************************************************************
 SJ1283  DESIGNATION -  71 15
 SJ1283  PID         -  SJ1283
 SJ1283  STATE/COUNTY-  MN/ITASCA
 SJ1283  USGS QUAD   -  BOVEY (1969)
 SJ1283
 SJ1283                         *CURRENT SURVEY CONTROL
 SJ1283  ___________________________________________________________________
 SJ1283* NAD 83(1986)-  47 17 12.     (N)    093 25 29.     (W)     SCALED    
 SJ1283* NAVD 88     -       403.912  (meters)    1325.17   (feet)  POSTED    
 SJ1283  ___________________________________________________________________
 SJ1283  GEOID HEIGHT-         -29.45  (meters)                     GEOID03
 SJ1283  DYNAMIC HT  -         403.940 (meters)    1325.26  (feet)  COMP
 SJ1283  MODELED GRAV-     980,683.7   (mgal)                       NAVD 88
 SJ1283
 SJ1283  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 SJ1283
 SJ1283.The horizontal coordinates were scaled from a topographic map and have
 SJ1283.an estimated accuracy of +/- 6 seconds.
 SJ1283
 SJ1283.The orthometric height was determined by differential leveling
 SJ1283.and adjusted by the National Geodetic Survey in 1992..
 SJ1283.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SJ1283.rate of 1.1 thru 2.0 mm/km.
 SJ1283
 SJ1283.The geoid height was determined by GEOID03.
 SJ1283
 SJ1283.The dynamic height is computed by dividing the NAVD 88
 SJ1283.geopotential number by the normal gravity value computed on the
 SJ1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1283.degrees latitude (g = 980.6199 gals.).
 SJ1283
 SJ1283.The modeled gravity was interpolated from observed gravity values.
 SJ1283
 SJ1283;                    North         East    Units  Estimated Accuracy
 SJ1283;SPC MN N     -   187,510.      775,440.      MT  (+/- 180 meters Scaled)
 SJ1283
 SJ1283                          SUPERSEDED SURVEY CONTROL
 SJ1283
 SJ1283  NGVD 29 (??/??/92)  403.670  (m)         1324.37   (f) ADJ UNCH    1 2
 SJ1283
 SJ1283.Superseded values are not recommended for survey control.
 SJ1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1283.See file dsdata.txt to determine how the superseded data were derived.
 SJ1283
 SJ1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN678371(NAD 83)
 SJ1283_MARKER: R = RIVET
 SJ1283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SJ1283_SP_SET: FOUNDATION
 SJ1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1283
 SJ1283  HISTORY     - Date     Condition        Report By
 SJ1283  HISTORY     - UNK      MONUMENTED       MNGS
 SJ1283  HISTORY     - 1948     GOOD             NGS
 SJ1283  HISTORY     - 1977     MARK NOT FOUND   MNDT
 SJ1283
 SJ1283                          STATION DESCRIPTION
 SJ1283
 SJ1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SJ1283'IN COLERAINE.
 SJ1283'IN COLERAINE, ALONG U.S. HIGHWAY 169, ABOUT 1 BLOCK SOUTH AND 1/2
 SJ1283'BLOCK EAST OF THE CITY HALL, IN THE NORTHWEST CORNER OF THE GROUNDS OF
 SJ1283'THE OLIVER IRON MINING COMPANY OFFICE BUILDING, SET IN THE NORTHWEST
 SJ1283'EDGE OF THE CONCRETE FOUNDATION OF THE FLAG POLE.
 SJ1283
 SJ1283                          STATION RECOVERY (1977)
 SJ1283
 SJ1283'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 SJ1283'THERE IS NO FLAG POLE OR FLAG POLE BASE IN THE DESCRIBED AREA. THE OLD
 SJ1283'OLIVER IRON MINING COMPANY OFFICE IS NOW A SCHOOL ADMINISTRATION
 SJ1283'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1284 ***********************************************************************
 SJ1284  DESIGNATION -  71 16
 SJ1284  PID         -  SJ1284
 SJ1284  STATE/COUNTY-  MN/ITASCA
 SJ1284  USGS QUAD   -  BOVEY (1969)
 SJ1284
 SJ1284                         *CURRENT SURVEY CONTROL
 SJ1284  ___________________________________________________________________
 SJ1284* NAD 83(1986)-  47 17 13.     (N)    093 25 54.     (W)     SCALED    
 SJ1284* NAVD 88     -       402.092  (meters)    1319.20   (feet)  POSTED    
 SJ1284  ___________________________________________________________________
 SJ1284  GEOID HEIGHT-         -29.44  (meters)                     GEOID03
 SJ1284  DYNAMIC HT  -         402.130 (meters)    1319.32  (feet)  COMP
 SJ1284  MODELED GRAV-     980,684.2   (mgal)                       NAVD 88
 SJ1284
 SJ1284  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 SJ1284
 SJ1284.The horizontal coordinates were scaled from a topographic map and have
 SJ1284.an estimated accuracy of +/- 6 seconds.
 SJ1284
 SJ1284.The orthometric height was determined by differential leveling
 SJ1284.and adjusted by the National Geodetic Survey in 1992..
 SJ1284.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SJ1284.rate of 0.0 thru 1.0 mm/km.
 SJ1284
 SJ1284.The geoid height was determined by GEOID03.
 SJ1284
 SJ1284.The dynamic height is computed by dividing the NAVD 88
 SJ1284.geopotential number by the normal gravity value computed on the
 SJ1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1284.degrees latitude (g = 980.6199 gals.).
 SJ1284
 SJ1284.The modeled gravity was interpolated from observed gravity values.
 SJ1284
 SJ1284;                    North         East    Units  Estimated Accuracy
 SJ1284;SPC MN N     -   187,540.      774,910.      MT  (+/- 180 meters Scaled)
 SJ1284
 SJ1284                          SUPERSEDED SURVEY CONTROL
 SJ1284
 SJ1284  NGVD 29 (??/??/92)  401.850  (m)         1318.40   (f) ADJ UNCH    1 2
 SJ1284
 SJ1284.Superseded values are not recommended for survey control.
 SJ1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1284.See file dsdata.txt to determine how the superseded data were derived.
 SJ1284
 SJ1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN673371(NAD 83)
 SJ1284_MARKER: R = RIVET
 SJ1284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SJ1284_SP_SET: PIER
 SJ1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1284
 SJ1284  HISTORY     - Date     Condition        Report By
 SJ1284  HISTORY     - UNK      MONUMENTED       MNGS
 SJ1284  HISTORY     - 1948     GOOD             NGS
 SJ1284  HISTORY     - 1977     MARK NOT FOUND   MNDT
 SJ1284
 SJ1284                          STATION DESCRIPTION
 SJ1284
 SJ1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SJ1284'IN COLERAINE.
 SJ1284'IN THE SOUTHWEST PART OF COLERAINE, ALONG U.S. HIGHWAY 169, IN THE TOP
 SJ1284'OF THE EAST END OF THE FIRST PIER/BASE NORTH OF THE HIGHWAY OF A
 SJ1284'RAILROAD OVERPASS OVER THE HIGHWAY, 15 FEET NORTH OF THE CENTER LINE
 SJ1284'OF THE HIGHWAY, 4 INCHES EAST OF THE EAST FACE OF THE STEEL PIER, 2
 SJ1284'FEET ABOVE THE LEVEL OF THE HIGHWAY.
 SJ1284
 SJ1284                          STATION RECOVERY (1977)
 SJ1284
 SJ1284'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 SJ1284'THERE IS NO LONGER ANY RAILROAD TRACK OR OVERPASS IN THE SOUTHWEST
 SJ1284'PART OF COLERAINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1288 ***********************************************************************
 SJ1288  DESIGNATION -  71 19
 SJ1288  PID         -  SJ1288
 SJ1288  STATE/COUNTY-  MN/ITASCA
 SJ1288  USGS QUAD   -  BOVEY (1969)
 SJ1288
 SJ1288                         *CURRENT SURVEY CONTROL
 SJ1288  ___________________________________________________________________
 SJ1288* NAD 83(1986)-  47 16 49.     (N)    093 26 56.     (W)     SCALED    
 SJ1288* NAVD 88     -       462.287  (meters)    1516.69   (feet)  ADJUSTED  
 SJ1288  ___________________________________________________________________
 SJ1288  GEOID HEIGHT-         -29.42  (meters)                     GEOID03
 SJ1288  DYNAMIC HT  -         462.328 (meters)    1516.82  (feet)  COMP
 SJ1288  MODELED GRAV-     980,686.7   (mgal)                       NAVD 88
 SJ1288
 SJ1288  VERT ORDER  -  FIRST     CLASS II
 SJ1288
 SJ1288.The horizontal coordinates were scaled from a topographic map and have
 SJ1288.an estimated accuracy of +/- 6 seconds.
 SJ1288
 SJ1288.The orthometric height was determined by differential leveling
 SJ1288.and adjusted by the National Geodetic Survey in June 1991..
 SJ1288
 SJ1288.The geoid height was determined by GEOID03.
 SJ1288
 SJ1288.The dynamic height is computed by dividing the NAVD 88
 SJ1288.geopotential number by the normal gravity value computed on the
 SJ1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1288.degrees latitude (g = 980.6199 gals.).
 SJ1288
 SJ1288.The modeled gravity was interpolated from observed gravity values.
 SJ1288
 SJ1288;                    North         East    Units  Estimated Accuracy
 SJ1288;SPC MN N     -   186,810.      773,610.      MT  (+/- 180 meters Scaled)
 SJ1288
 SJ1288                          SUPERSEDED SURVEY CONTROL
 SJ1288
 SJ1288  NGVD 29 (??/??/92)  462.044  (m)         1515.89   (f) ADJ UNCH    1 2
 SJ1288
 SJ1288.Superseded values are not recommended for survey control.
 SJ1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1288.See file dsdata.txt to determine how the superseded data were derived.
 SJ1288
 SJ1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN660364(NAD 83)
 SJ1288_MARKER: R = RIVET
 SJ1288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ1288_SP_SET: CONCRETE FOOTING
 SJ1288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ1288
 SJ1288  HISTORY     - Date     Condition        Report By
 SJ1288  HISTORY     - UNK      MONUMENTED       MNGS
 SJ1288  HISTORY     - 1974     GOOD             MNDT
 SJ1288  HISTORY     - 1977     GOOD             MNDT
 SJ1288
 SJ1288                          STATION DESCRIPTION
 SJ1288
 SJ1288'DESCRIBED BY MN DEPT OF TRANSP 1974
 SJ1288'0.75 MI SW FROM COLERAINE.
 SJ1288'THE MARK IS APPROXIMATELY 0.05 MILE NORTH-NORTHWEST OF THE NORTHWEST
 SJ1288'CORNER OF LAKEVIEW CEMETERY, AND IS ABOUT 0.75 MILE SOUTHWESTERLY
 SJ1288'ALONG COUNTY ROAD 440 FROM THE JUNCTION OF COUNTY ROADS 61 AND 440 IN
 SJ1288'COLERAINE.  THENCE NORTH-NORTHWEST ALONG A TRAIL FOR ABOUT 200 FEET.
 SJ1288'IT IS SET IN THE SOUTHEAST CONCRETE BASE FOR THE STEEL LEG OF THE
 SJ1288'COLERAINE FIRE LOOKOUT TOWER, IS 0.4 FOOT NORTHWEST OF THE SOUTHEAST
 SJ1288'EDGE OF CONCRETE FOOTING AND 0.2 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 SJ1288'OF STEEL BASE PLATE.  NOTE-- IT IS 1 FOOT ABOVE THE LEVEL OF THE
 SJ1288'GROUND.  CORNER OF NE 1/4, SEC 1, T 55N, R 25W.
 SJ1288
 SJ1288                          STATION RECOVERY (1977)
 SJ1288
 SJ1288'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 SJ1288'THE MARK WAS FOUND AS DESCRIBED, 1.0 MILE SOUTHWEST ALONG COUNTY RD.
 SJ1288'440 FROM THE JUNCTION OF COUNTY ROAD 440, COUNTY ROAD 61 AND TRUNK
 SJ1288'HIGHWAY 169 IN COLERAINE, AND ABOUT 300 FT. NORTHWEST OF LAKEVIEW
 SJ1288'CEMETARY. IT IS A MONEL METAL RIVET CEMENTED IN THE CONCRETE BASE FOR
 SJ1288'THE SOUTHEAST STEEL LEG OF THE COLERAINE FIRE TOWER, 0.4 FT. NORTHWEST
 SJ1288'OF THE SOUTHEAST EDGE OF THE CONCRETE, 0.2 FT. SOUTHEAST OF THE
 SJ1288'SOUTHEAST EDGE OF THE STEEL BASE PLATE AND 1 FT. HIGHER THAN THE
 SJ1288'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1887 ***********************************************************************
 PP1887  DESIGNATION -  71 ES
 PP1887  PID         -  PP1887
 PP1887  STATE/COUNTY-  MN/CARVER
 PP1887  USGS QUAD   -  NORWOOD (1981)
 PP1887
 PP1887                         *CURRENT SURVEY CONTROL
 PP1887  ___________________________________________________________________
 PP1887* NAD 83(1986)-  44 50 50.     (N)    093 53 17.     (W)     SCALED    
 PP1887* NAVD 88     -       306.007  (meters)    1003.96   (feet)  ADJUSTED  
 PP1887  ___________________________________________________________________
 PP1887  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 PP1887  DYNAMIC HT  -         305.983 (meters)    1003.88  (feet)  COMP
 PP1887  MODELED GRAV-     980,530.3   (mgal)                       NAVD 88
 PP1887
 PP1887  VERT ORDER  -  SECOND    CLASS 0
 PP1887
 PP1887.The horizontal coordinates were scaled from a topographic map and have
 PP1887.an estimated accuracy of +/- 6 seconds.
 PP1887
 PP1887.The orthometric height was determined by differential leveling
 PP1887.and adjusted by the National Geodetic Survey in June 1991..
 PP1887
 PP1887.The geoid height was determined by GEOID03.
 PP1887
 PP1887.The dynamic height is computed by dividing the NAVD 88
 PP1887.geopotential number by the normal gravity value computed on the
 PP1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1887.degrees latitude (g = 980.6199 gals.).
 PP1887
 PP1887.The modeled gravity was interpolated from observed gravity values.
 PP1887
 PP1887;                    North         East    Units  Estimated Accuracy
 PP1887;SPC MN S     -   305,260.      808,850.      MT  (+/- 180 meters Scaled)
 PP1887
 PP1887                          SUPERSEDED SURVEY CONTROL
 PP1887
 PP1887  NGVD 29 (??/??/92)  305.928  (m)         1003.70   (f) ADJ UNCH    2 0
 PP1887
 PP1887.Superseded values are not recommended for survey control.
 PP1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1887.See file dsdata.txt to determine how the superseded data were derived.
 PP1887
 PP1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK298663(NAD 83)
 PP1887_MARKER: DD = SURVEY DISK
 PP1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1887_STAMPING: 71ES 1955
 PP1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1887+STABILITY: SURFACE MOTION
 PP1887
 PP1887  HISTORY     - Date     Condition        Report By
 PP1887  HISTORY     - 1955     MONUMENTED       USGS
 PP1887  HISTORY     - 1971     GOOD             MNDT
 PP1887
 PP1887                          STATION DESCRIPTION
 PP1887
 PP1887'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1887'2.6 MI S FROM MAYER.
 PP1887'MARK IS LOCATED 2.6 MILES SOUTH ALONG T.H. 25 FROM THE RAILROAD
 PP1887'CROSSING IN MAYER, 250 FEET SOUTH OF COUNTY ROAD 32, 75 FEET NORTH OF
 PP1887'A POWER POLE, 70 FEET NORTH OF A 24 INCH ELM TREE, 51 FEET WEST OF AND
 PP1887'4 FEET HIGHER THAN THE T.H. 25 CENTERLINE AT MILE MARKER 30.9, 1 FOOT
 PP1887'SOUTH OF A STEEL WITNESS POST, IN A CONCRETE MONUMENT PROJECTING 4
 PP1887'INCHES ABOVE GROUND.  NE 1/4, SEC 24, T 116N, R 26W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0983 ***********************************************************************
 AI0983  DESIGNATION -  7101 B
 AI0983  PID         -  AI0983
 AI0983  STATE/COUNTY-  MN/SHERBURNE
 AI0983  USGS QUAD   -  ELK RIVER (1993)
 AI0983
 AI0983                         *CURRENT SURVEY CONTROL
 AI0983  ___________________________________________________________________
 AI0983* NAD 83(1986)-  45 18 10.     (N)    093 33 55.     (W)     SCALED    
 AI0983* NAVD 88     -       270.722  (meters)     888.19   (feet)  ADJUSTED  
 AI0983  ___________________________________________________________________
 AI0983  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AI0983  DYNAMIC HT  -         270.700 (meters)     888.12  (feet)  COMP
 AI0983  MODELED GRAV-     980,527.6   (mgal)                       NAVD 88
 AI0983
 AI0983  VERT ORDER  -  SECOND    CLASS I
 AI0983
 AI0983.The horizontal coordinates were scaled from a topographic map and have
 AI0983.an estimated accuracy of +/- 6 seconds.
 AI0983
 AI0983.The orthometric height was determined by differential leveling
 AI0983.and adjusted by the National Geodetic Survey in August 2004..
 AI0983
 AI0983.The geoid height was determined by GEOID03.
 AI0983
 AI0983.The dynamic height is computed by dividing the NAVD 88
 AI0983.geopotential number by the normal gravity value computed on the
 AI0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0983.degrees latitude (g = 980.6199 gals.).
 AI0983
 AI0983.The modeled gravity was interpolated from observed gravity values.
 AI0983
 AI0983;                    North         East    Units  Estimated Accuracy
 AI0983;SPC MN S     -   355,970.      834,100.      MT  (+/- 180 meters Scaled)
 AI0983
 AI0983                          SUPERSEDED SURVEY CONTROL
 AI0983
 AI0983.No superseded survey control is available for this station.
 AI0983
 AI0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL556167(NAD 83)
 AI0983_MARKER: DV = VERTICAL CONTROL DISK
 AI0983_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI0983_SP_SET: BRIDGE RAILING
 AI0983_STAMPING: 7101 B 1989
 AI0983_MARK LOGO: MNDT  
 AI0983_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0983+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2001
 AI0983
 AI0983  HISTORY     - Date     Condition        Report By
 AI0983  HISTORY     - 1989     MONUMENTED       MNDT
 AI0983  HISTORY     - 20010124 GOOD             MNDT
 AI0983
 AI0983                          STATION DESCRIPTION
 AI0983
 AI0983'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0983'THE MARK IS LOCATED IN THE CITY OF ELK RIVER, AT THE COUNTY ROAD 42
 AI0983'BRIDGE OVER THE MISSISSIPPI RIVER, AND IN THE SW 1/4 OF SECTION 34,
 AI0983'T33N, R36W.  THE MARK IS 24.0 FEET (7.3 M) EAST OF AND ABOUT 2 FEET
 AI0983'(0.6 M) HIGHER THAN THE CENTERLINE OF COUNTY ROAD 42, 123.0 FEET (37.5
 AI0983'M) SOUTH-SOUTHWEST OF THE CENTERLINE OF MAIN STREET, AND 2.1 FEET (0.6
 AI0983'M) SOUTH OF THE NORTHEAST CORNER OF THE BRIDGE RAILING. THE MARK, A
 AI0983'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---7101 B 1989---,
 AI0983'IS SET IN THE TOP OF THE RAILING AT THE NORTHEAST CORNER OF BRIDGE
 AI0983'NUMBER 86515.
 AI0983
 AI0983                          STATION RECOVERY (2001)
 AI0983
 AI0983'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 AI0983'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6253 ***********************************************************************
 DH6253  DESIGNATION -  7102 C
 DH6253  PID         -  DH6253
 DH6253  STATE/COUNTY-  MN/SHERBURNE
 DH6253  USGS QUAD   -  ELK RIVER (1993)
 DH6253
 DH6253                         *CURRENT SURVEY CONTROL
 DH6253  ___________________________________________________________________
 DH6253* NAD 83(1986)-  45 18 21.     (N)    093 37 03.     (W)     SCALED    
 DH6253* NAVD 88     -       270.622  (meters)     887.87   (feet)  ADJUSTED  
 DH6253  ___________________________________________________________________
 DH6253  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DH6253  DYNAMIC HT  -         270.602 (meters)     887.80  (feet)  COMP
 DH6253  MODELED GRAV-     980,532.9   (mgal)                       NAVD 88
 DH6253
 DH6253  VERT ORDER  -  SECOND    CLASS I
 DH6253
 DH6253.The horizontal coordinates were scaled from a topographic map and have
 DH6253.an estimated accuracy of +/- 6 seconds.
 DH6253
 DH6253.The orthometric height was determined by differential leveling
 DH6253.and adjusted by the National Geodetic Survey in March 2006..
 DH6253
 DH6253.The geoid height was determined by GEOID03.
 DH6253
 DH6253.The dynamic height is computed by dividing the NAVD 88
 DH6253.geopotential number by the normal gravity value computed on the
 DH6253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6253.degrees latitude (g = 980.6199 gals.).
 DH6253
 DH6253.The modeled gravity was interpolated from observed gravity values.
 DH6253
 DH6253;                    North         East    Units  Estimated Accuracy
 DH6253;SPC MN S     -   356,290.      830,000.      MT  (+/- 180 meters Scaled)
 DH6253
 DH6253                          SUPERSEDED SURVEY CONTROL
 DH6253
 DH6253.No superseded survey control is available for this station.
 DH6253
 DH6253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL515171(NAD 83)
 DH6253_MARKER: DB = BENCH MARK DISK
 DH6253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6253_STAMPING: 7102 C 1953
 DH6253_MARK LOGO: MNHD  
 DH6253_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH6253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH6253+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2001
 DH6253
 DH6253  HISTORY     - Date     Condition        Report By
 DH6253  HISTORY     - 1953     MONUMENTED       MNHD
 DH6253  HISTORY     - 20010124 GOOD             MNDT
 DH6253
 DH6253                          STATION DESCRIPTION
 DH6253
 DH6253'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DH6253'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.6 MI (4.2 KM)
 DH6253'NW OF ELK RIVER, 2.6 MI (4.2 KM) NW ON TH 10 FROM JCT OF TH 10 AND
 DH6253'JACKSON AVE (OLD TH 169) IN ELK RIVER, 3.8 MI (6.1 KM) WNW ALONG TH 10
 DH6253'FROM JCT OF TH 10 AND TH 169 IN ELK RIVER, AT TH 10 MP 210.55, AT TH
 DH6253'10 STA 1790+00, 70 FT (21.3 M) SOUTH OF EB TH 10, MAGNETIC, NOT GOOD
 DH6253'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6254 ***********************************************************************
 DH6254  DESIGNATION -  7102 D
 DH6254  PID         -  DH6254
 DH6254  STATE/COUNTY-  MN/SHERBURNE
 DH6254  USGS QUAD   -  BIG LAKE (1991)
 DH6254
 DH6254                         *CURRENT SURVEY CONTROL
 DH6254  ___________________________________________________________________
 DH6254* NAD 83(1986)-  45 18 29.     (N)    093 38 03.     (W)     SCALED    
 DH6254* NAVD 88     -       277.152  (meters)     909.29   (feet)  ADJUSTED  
 DH6254  ___________________________________________________________________
 DH6254  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DH6254  DYNAMIC HT  -         277.131 (meters)     909.22  (feet)  COMP
 DH6254  MODELED GRAV-     980,535.1   (mgal)                       NAVD 88
 DH6254
 DH6254  VERT ORDER  -  SECOND    CLASS I
 DH6254
 DH6254.The horizontal coordinates were scaled from a topographic map and have
 DH6254.an estimated accuracy of +/- 6 seconds.
 DH6254
 DH6254.The orthometric height was determined by differential leveling
 DH6254.and adjusted by the National Geodetic Survey in March 2006..
 DH6254
 DH6254.The geoid height was determined by GEOID03.
 DH6254
 DH6254.The dynamic height is computed by dividing the NAVD 88
 DH6254.geopotential number by the normal gravity value computed on the
 DH6254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6254.degrees latitude (g = 980.6199 gals.).
 DH6254
 DH6254.The modeled gravity was interpolated from observed gravity values.
 DH6254
 DH6254;                    North         East    Units  Estimated Accuracy
 DH6254;SPC MN S     -   356,530.      828,690.      MT  (+/- 180 meters Scaled)
 DH6254
 DH6254                          SUPERSEDED SURVEY CONTROL
 DH6254
 DH6254.No superseded survey control is available for this station.
 DH6254
 DH6254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL502173(NAD 83)
 DH6254_MARKER: DB = BENCH MARK DISK
 DH6254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6254_STAMPING: 7102 D 1953
 DH6254_MARK LOGO: MNHD  
 DH6254_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH6254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6254+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2001
 DH6254
 DH6254  HISTORY     - Date     Condition        Report By
 DH6254  HISTORY     - 1953     MONUMENTED       MNHD
 DH6254  HISTORY     - 20010124 GOOD             MNDT
 DH6254
 DH6254                          STATION DESCRIPTION
 DH6254
 DH6254'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DH6254'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.5 MI (5.6 KM)
 DH6254'NW ON TH 10 FROM JCT OF TH 10 AND JACKSON AVE (OLD TH 169) IN ELK
 DH6254'RIVER, 4.60 MI (7.40 KM) WNW ALONG TH 10 FROM JCT OF TH 10 AND TH 169,
 DH6254'AT TH 10 MP 209.75, AT TH 10 STA 1745+76, 68 FT (20.7 M) SW OF EB TH
 DH6254'10, 94.2 FT (28.7 M) NW OF CABLE MARKER, 1.9 FT (0.6 M) NW OF WIT
 DH6254'POST, MAGNETIC, GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6255 ***********************************************************************
 DH6255  DESIGNATION -  7102 E
 DH6255  PID         -  DH6255
 DH6255  STATE/COUNTY-  MN/SHERBURNE
 DH6255  USGS QUAD   -  BIG LAKE (1991)
 DH6255
 DH6255                         *CURRENT SURVEY CONTROL
 DH6255  ___________________________________________________________________
 DH6255* NAD 83(1986)-  45 18 44.     (N)    093 38 57.     (W)     SCALED    
 DH6255* NAVD 88     -       279.214  (meters)     916.05   (feet)  ADJUSTED  
 DH6255  ___________________________________________________________________
 DH6255  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DH6255  DYNAMIC HT  -         279.193 (meters)     915.99  (feet)  COMP
 DH6255  MODELED GRAV-     980,537.6   (mgal)                       NAVD 88
 DH6255
 DH6255  VERT ORDER  -  SECOND    CLASS I
 DH6255
 DH6255.The horizontal coordinates were scaled from a topographic map and have
 DH6255.an estimated accuracy of +/- 6 seconds.
 DH6255
 DH6255.The orthometric height was determined by differential leveling
 DH6255.and adjusted by the National Geodetic Survey in March 2006..
 DH6255
 DH6255.The geoid height was determined by GEOID03.
 DH6255
 DH6255.The dynamic height is computed by dividing the NAVD 88
 DH6255.geopotential number by the normal gravity value computed on the
 DH6255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6255.degrees latitude (g = 980.6199 gals.).
 DH6255
 DH6255.The modeled gravity was interpolated from observed gravity values.
 DH6255
 DH6255;                    North         East    Units  Estimated Accuracy
 DH6255;SPC MN S     -   356,980.      827,510.      MT  (+/- 180 meters Scaled)
 DH6255
 DH6255                          SUPERSEDED SURVEY CONTROL
 DH6255
 DH6255.No superseded survey control is available for this station.
 DH6255
 DH6255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL491178(NAD 83)
 DH6255_MARKER: DB = BENCH MARK DISK
 DH6255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6255_STAMPING: 7102 E 1953
 DH6255_MARK LOGO: MNHD  
 DH6255_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH6255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH6255+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2001
 DH6255
 DH6255  HISTORY     - Date     Condition        Report By
 DH6255  HISTORY     - 1953     MONUMENTED       MNHD
 DH6255  HISTORY     - 20010124 GOOD             MNDT
 DH6255
 DH6255                          STATION DESCRIPTION
 DH6255
 DH6255'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DH6255'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.2 MI (6.8 KM)
 DH6255'NW ON TH 10 FROM JCT OF TH 10 AND JACKSON AVE (OLD TH 169) IN ELK
 DH6255'RIVER, 5.25 MI (8.45 KM) ESE ALONG TH 10 FROM JCT OF TH 10 AND TH 25
 DH6255'IN BIG LAKE, AT TH 10 MP 208.95, AT TH 10 STA 1707+10, 71.0 FT (21.6
 DH6255'M) SW OF EB TH 10, 312 FT (95.1 M) SOUTH OF HOUSE, 1.4 FT (0.4 M) SW
 DH6255'OF WIT POST, MAGNETIC, NOT GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6256 ***********************************************************************
 DH6256  DESIGNATION -  7102 F
 DH6256  PID         -  DH6256
 DH6256  STATE/COUNTY-  MN/SHERBURNE
 DH6256  USGS QUAD   -  BIG LAKE (1991)
 DH6256
 DH6256                         *CURRENT SURVEY CONTROL
 DH6256  ___________________________________________________________________
 DH6256* NAD 83(1986)-  45 19 05.     (N)    093 40 05.     (W)     SCALED    
 DH6256* NAVD 88     -       282.501  (meters)     926.84   (feet)  ADJUSTED  
 DH6256  ___________________________________________________________________
 DH6256  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DH6256  DYNAMIC HT  -         282.482 (meters)     926.78  (feet)  COMP
 DH6256  MODELED GRAV-     980,541.2   (mgal)                       NAVD 88
 DH6256
 DH6256  VERT ORDER  -  SECOND    CLASS I
 DH6256
 DH6256.The horizontal coordinates were scaled from a topographic map and have
 DH6256.an estimated accuracy of +/- 6 seconds.
 DH6256
 DH6256.The orthometric height was determined by differential leveling
 DH6256.and adjusted by the National Geodetic Survey in March 2006..
 DH6256
 DH6256.The geoid height was determined by GEOID03.
 DH6256
 DH6256.The dynamic height is computed by dividing the NAVD 88
 DH6256.geopotential number by the normal gravity value computed on the
 DH6256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6256.degrees latitude (g = 980.6199 gals.).
 DH6256
 DH6256.The modeled gravity was interpolated from observed gravity values.
 DH6256
 DH6256;                    North         East    Units  Estimated Accuracy
 DH6256;SPC MN S     -   357,630.      826,030.      MT  (+/- 180 meters Scaled)
 DH6256
 DH6256                          SUPERSEDED SURVEY CONTROL
 DH6256
 DH6256.No superseded survey control is available for this station.
 DH6256
 DH6256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL476185(NAD 83)
 DH6256_MARKER: DB = BENCH MARK DISK
 DH6256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6256_STAMPING: 7102 F 1953
 DH6256_MARK LOGO: MNHD  
 DH6256_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH6256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH6256+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2001
 DH6256
 DH6256  HISTORY     - Date     Condition        Report By
 DH6256  HISTORY     - 1953     MONUMENTED       MNHD
 DH6256  HISTORY     - 20010124 GOOD             MNDT
 DH6256
 DH6256                          STATION DESCRIPTION
 DH6256
 DH6256'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DH6256'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5.2 MI (8.4 KM)
 DH6256'NW ON TH 10 FROM JCT OF TH 10 AND JACKSON AVE (OLD TH 169) IN ELK
 DH6256'RIVER, 4.25 MI (6.84 KM) ESE ALONG TH 10 FROM THE JCT OF TH 10 AND TH
 DH6256'25 IN BIG LAKE, AT TH 10 MP 207.95, 70 FT (21.3 M) SOUTH OF EB TH 10,
 DH6256'AT TH 10 STA 1653+84, 35.5 FT (10.8 M) SW OF SW LEG OF SIGN, 1.3 FT
 DH6256'(0.4 M) SW OF WIT POST, MAGNETIC, NOT GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6258 ***********************************************************************
 DH6258  DESIGNATION -  7102 H
 DH6258  PID         -  DH6258
 DH6258  STATE/COUNTY-  MN/SHERBURNE
 DH6258  USGS QUAD   -  BIG LAKE (1991)
 DH6258
 DH6258                         *CURRENT SURVEY CONTROL
 DH6258  ___________________________________________________________________
 DH6258* NAD 83(1986)-  45 19 54.     (N)    093 41 27.     (W)     SCALED    
 DH6258* NAVD 88     -       285.816  (meters)     937.71   (feet)  ADJUSTED  
 DH6258  ___________________________________________________________________
 DH6258  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DH6258  DYNAMIC HT  -         285.799 (meters)     937.66  (feet)  COMP
 DH6258  MODELED GRAV-     980,547.4   (mgal)                       NAVD 88
 DH6258
 DH6258  VERT ORDER  -  SECOND    CLASS I
 DH6258
 DH6258.The horizontal coordinates were scaled from a topographic map and have
 DH6258.an estimated accuracy of +/- 6 seconds.
 DH6258
 DH6258.The orthometric height was determined by differential leveling
 DH6258.and adjusted by the National Geodetic Survey in March 2006..
 DH6258
 DH6258.The geoid height was determined by GEOID03.
 DH6258
 DH6258.The dynamic height is computed by dividing the NAVD 88
 DH6258.geopotential number by the normal gravity value computed on the
 DH6258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6258.degrees latitude (g = 980.6199 gals.).
 DH6258
 DH6258.The modeled gravity was interpolated from observed gravity values.
 DH6258
 DH6258;                    North         East    Units  Estimated Accuracy
 DH6258;SPC MN S     -   359,130.      824,240.      MT  (+/- 180 meters Scaled)
 DH6258
 DH6258                          SUPERSEDED SURVEY CONTROL
 DH6258
 DH6258.No superseded survey control is available for this station.
 DH6258
 DH6258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL458200(NAD 83)
 DH6258_MARKER: DB = BENCH MARK DISK
 DH6258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6258_STAMPING: 7102 H 1953
 DH6258_MARK LOGO: MNHD  
 DH6258_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH6258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6258+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2001
 DH6258
 DH6258  HISTORY     - Date     Condition        Report By
 DH6258  HISTORY     - 1953     MONUMENTED       MNHD
 DH6258  HISTORY     - 20010124 GOOD             MNDT
 DH6258
 DH6258                          STATION DESCRIPTION
 DH6258
 DH6258'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DH6258'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 6.8 MI (10.9
 DH6258'KM) NW ON TH 10 FROM JCT OF TH 10 AND JACKSON AVE (OLD TH 169) IN ELK
 DH6258'RIVER, 2.65 MI (4.26 KM) EAST ALONG TH 10 FROM JCT OF TH 10 AND TH 25
 DH6258'IN BIG LAKE, AT TH 10 MP 206.35, 68 FT (20.7 M) SOUTH OF EB TH 10, AT
 DH6258'TH 10 STA 1569+35, 180 FT (54.9 M) WEST OF 166TH ST, 4.2 FT (1.3 M) SE
 DH6258'OF TEL PEDESTAL, 1.3 FT (0.4 M) NORTH OF WIT POST, MARK IS RECESSED 6
 DH6258'INCHES, MAGNETIC, GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6259 ***********************************************************************
 DH6259  DESIGNATION -  7102 J
 DH6259  PID         -  DH6259
 DH6259  STATE/COUNTY-  MN/SHERBURNE
 DH6259  USGS QUAD   -  BIG LAKE (1991)
 DH6259
 DH6259                         *CURRENT SURVEY CONTROL
 DH6259  ___________________________________________________________________
 DH6259* NAD 83(1986)-  45 19 58.     (N)    093 43 29.     (W)     SCALED    
 DH6259* NAVD 88     -       285.849  (meters)     937.82   (feet)  ADJUSTED  
 DH6259  ___________________________________________________________________
 DH6259  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DH6259  DYNAMIC HT  -         285.834 (meters)     937.77  (feet)  COMP
 DH6259  MODELED GRAV-     980,553.7   (mgal)                       NAVD 88
 DH6259
 DH6259  VERT ORDER  -  SECOND    CLASS I
 DH6259
 DH6259.The horizontal coordinates were scaled from a topographic map and have
 DH6259.an estimated accuracy of +/- 6 seconds.
 DH6259
 DH6259.The orthometric height was determined by differential leveling
 DH6259.and adjusted by the National Geodetic Survey in March 2006..
 DH6259
 DH6259.The geoid height was determined by GEOID03.
 DH6259
 DH6259.The dynamic height is computed by dividing the NAVD 88
 DH6259.geopotential number by the normal gravity value computed on the
 DH6259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6259.degrees latitude (g = 980.6199 gals.).
 DH6259
 DH6259.The modeled gravity was interpolated from observed gravity values.
 DH6259
 DH6259;                    North         East    Units  Estimated Accuracy
 DH6259;SPC MN S     -   359,250.      821,580.      MT  (+/- 180 meters Scaled)
 DH6259
 DH6259                          SUPERSEDED SURVEY CONTROL
 DH6259
 DH6259.No superseded survey control is available for this station.
 DH6259
 DH6259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL432201(NAD 83)
 DH6259_MARKER: DB = BENCH MARK DISK
 DH6259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6259_STAMPING: 7102 J 1953
 DH6259_MARK LOGO: MNHD  
 DH6259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH6259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH6259+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2001
 DH6259
 DH6259  HISTORY     - Date     Condition        Report By
 DH6259  HISTORY     - 1953     MONUMENTED       MNHD
 DH6259  HISTORY     - 20010124 GOOD             MNDT
 DH6259
 DH6259                          STATION DESCRIPTION
 DH6259
 DH6259'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DH6259'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN BIG LAKE,
 DH6259'1.05 MI (1.69 KM) EAST ALONG TH 10 FROM JCT OF TH 10 AND TH 25 IN BIG
 DH6259'LAKE, AT TH 10 MP 204.75, AT TH 10 STA 1482+27, 72.5 FT (22.1 M) NORTH
 DH6259'OF WB TH 10, 57.0 FT (17.4 M) ESE OF P-POLE, 1.0 FT (0.3 M) EAST OF
 DH6259'WIT POST, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8851 ***********************************************************************
 AJ8851  DESIGNATION -  7102 R
 AJ8851  PID         -  AJ8851
 AJ8851  STATE/COUNTY-  MN/SHERBURNE
 AJ8851  USGS QUAD   -  MONTICELLO (1991)
 AJ8851
 AJ8851                         *CURRENT SURVEY CONTROL
 AJ8851  ___________________________________________________________________
 AJ8851* NAD 83(1986)-  45 20 24.     (N)    093 45 32.     (W)     SCALED    
 AJ8851* NAVD 88     -       285.545  (meters)     936.83   (feet)  ADJUSTED  
 AJ8851  ___________________________________________________________________
 AJ8851  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AJ8851  DYNAMIC HT  -         285.531 (meters)     936.78  (feet)  COMP
 AJ8851  MODELED GRAV-     980,559.4   (mgal)                       NAVD 88
 AJ8851
 AJ8851  VERT ORDER  -  SECOND    CLASS I
 AJ8851
 AJ8851.The horizontal coordinates were scaled from a topographic map and have
 AJ8851.an estimated accuracy of +/- 6 seconds.
 AJ8851
 AJ8851.The orthometric height was determined by differential leveling
 AJ8851.and adjusted by the National Geodetic Survey in August 2004..
 AJ8851
 AJ8851.The geoid height was determined by GEOID03.
 AJ8851
 AJ8851.The dynamic height is computed by dividing the NAVD 88
 AJ8851.geopotential number by the normal gravity value computed on the
 AJ8851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8851.degrees latitude (g = 980.6199 gals.).
 AJ8851
 AJ8851.The modeled gravity was interpolated from observed gravity values.
 AJ8851
 AJ8851;                    North         East    Units  Estimated Accuracy
 AJ8851;SPC MN S     -   360,040.      818,900.      MT  (+/- 180 meters Scaled)
 AJ8851
 AJ8851                          SUPERSEDED SURVEY CONTROL
 AJ8851
 AJ8851.No superseded survey control is available for this station.
 AJ8851
 AJ8851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL405210(NAD 83)
 AJ8851_MARKER: DD = SURVEY DISK
 AJ8851_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AJ8851_SP_SET: WATER TANK FOOTING
 AJ8851_STAMPING: 7102 R 1996
 AJ8851_MARK LOGO: MNDT  
 AJ8851_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8851+STABILITY: SURFACE MOTION
 AJ8851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8851+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2001
 AJ8851
 AJ8851  HISTORY     - Date     Condition        Report By
 AJ8851  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8851  HISTORY     - 20010124 GOOD             MNDT
 AJ8851
 AJ8851                          STATION DESCRIPTION
 AJ8851
 AJ8851'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8851'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) WNW OF BIG LAKE IN THE WATER
 AJ8851'TWR AT THE SE COR OF THE SOUTH CONC FOOTING.  TO REACH THE MARK, GO
 AJ8851'0.55 MI (0.89 KM) WNW ALONG TH 10 FROM THE JCT OF TH 10 AND TH 25 IN
 AJ8851'BIG LAKE TO TH 10 MP 203.15.  THE MARK, A DISK SET IN A DRILL HOLE IN
 AJ8851'THE CONC FTG OF A WATER TANK, IS 179.0 FT (54.6 M) NNE OF NB TH 10,
 AJ8851'193 FT (58.8 M) ESE OF LAKE SHORE DR, 182.5 FT (55.6 M) ENE OF A
 AJ8851'P-POLE, AND 26.3 FT (8.0 M) NW OF THE SOUTH GATE POST.
 AJ8851
 AJ8851                          STATION RECOVERY (2001)
 AJ8851
 AJ8851'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 AJ8851'THE MARK WAS RECOVERED IN GOOD CONDITION.  TO ACCESS THE MARK A KEY
 AJ8851'FROM THE CITY IS NEEDED TO OPEN A GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8818 ***********************************************************************
 AJ8818  DESIGNATION -  7102 S
 AJ8818  PID         -  AJ8818
 AJ8818  STATE/COUNTY-  MN/SHERBURNE
 AJ8818  USGS QUAD   -  MONTICELLO (1991)
 AJ8818
 AJ8818                         *CURRENT SURVEY CONTROL
 AJ8818  ___________________________________________________________________
 AJ8818* NAD 83(1996)-  45 20 18.54685(N)    093 47 26.03488(W)     ADJUSTED  
 AJ8818* NAVD 88     -       288.898  (meters)     947.83   (feet)  ADJUSTED  
 AJ8818  ___________________________________________________________________
 AJ8818  X           -    -296,904.558 (meters)                     COMP
 AJ8818  Y           -  -4,481,271.512 (meters)                     COMP
 AJ8818  Z           -   4,514,055.081 (meters)                     COMP
 AJ8818  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 AJ8818  ELLIP HEIGHT-         261.15  (meters)          (07/14/03) GPS OBS
 AJ8818  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AJ8818  DYNAMIC HT  -         288.883 (meters)     947.78  (feet)  COMP
 AJ8818  MODELED GRAV-     980,558.1   (mgal)                       NAVD 88
 AJ8818
 AJ8818  HORZ ORDER  -  FIRST
 AJ8818  VERT ORDER  -  SECOND    CLASS I
 AJ8818  ELLP ORDER  -  THIRD     CLASS II
 AJ8818
 AJ8818.The horizontal coordinates were established by GPS observations
 AJ8818.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8818
 AJ8818.The orthometric height was determined by differential leveling
 AJ8818.and adjusted by the National Geodetic Survey in August 2004..
 AJ8818
 AJ8818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8818
 AJ8818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8818
 AJ8818.The ellipsoidal height was determined by GPS observations
 AJ8818.and is referenced to NAD 83.
 AJ8818
 AJ8818.The geoid height was determined by GEOID03.
 AJ8818
 AJ8818.The dynamic height is computed by dividing the NAVD 88
 AJ8818.geopotential number by the normal gravity value computed on the
 AJ8818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8818.degrees latitude (g = 980.6199 gals.).
 AJ8818
 AJ8818.The modeled gravity was interpolated from observed gravity values.
 AJ8818
 AJ8818;                    North         East     Units Scale Factor Converg.
 AJ8818;SPC MN S     -   359,865.069   816,416.207   MT  1.00002890   +0 08 48.5
 AJ8818;UTM  15      - 5,020,856.894   438,059.342   MT  0.99964717   -0 33 44.4
 AJ8818
 AJ8818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8818!SPC MN S     -   0.99995906  x   1.00002890  =   0.99998796
 AJ8818!UTM  15      -   0.99995906  x   0.99964717  =   0.99960624
 AJ8818
 AJ8818:                Primary Azimuth Mark                     Grid Az
 AJ8818:SPC MN S     -  7102 T                                   309 36 19.3
 AJ8818:UTM  15      -  7102 T                                   310 18 52.2
 AJ8818
 AJ8818|---------------------------------------------------------------------|
 AJ8818| PID    Reference Object                     Distance      Geod. Az  |
 AJ8818|                                                           dddmmss.s |
 AJ8818| AJ8819 7102 T                              APPROX. 1.4 KM 3094507.8 |
 AJ8818|---------------------------------------------------------------------|
 AJ8818
 AJ8818                          SUPERSEDED SURVEY CONTROL
 AJ8818
 AJ8818  NAVD 88 (07/14/03)  288.90   (m)          947.8    (f) LEVELING    3  
 AJ8818
 AJ8818.Superseded values are not recommended for survey control.
 AJ8818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8818.See file dsdata.txt to determine how the superseded data were derived.
 AJ8818
 AJ8818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3805920857(NAD 83)
 AJ8818_MARKER: DD = SURVEY DISK
 AJ8818_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8818_STAMPING: 7102 S 1996
 AJ8818_MARK LOGO: MNDT  
 AJ8818_PROJECTION: RECESSED 5 CENTIMETERS
 AJ8818_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8818+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8818_ROD/PIPE-DEPTH: 12.2 meters
 AJ8818
 AJ8818  HISTORY     - Date     Condition        Report By
 AJ8818  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8818
 AJ8818                          STATION DESCRIPTION
 AJ8818
 AJ8818'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8818'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) WNW OF BIG LAKE.  TO REACH THE
 AJ8818'MARK, GO 2.2 MI (3.5 KM) WNW ALONG TH 10 FROM THE JCT OF TH 10 AND TH
 AJ8818'25 IN BIG LAKE TO TH 10 MP 201.4.  THE MARK, A DISK SET ON A DRIVEN
 AJ8818'ALUMINUM ROD, IS 58.0 FT (17.7 M) SW OF SB TH 10, 52.8 FT (16.1 M) NE
 AJ8818'OF THE NORTH RAIL OF THE RR TRACKS, 34.7 FT (10.6 M) ESE OF A T-POLE,
 AJ8818'97.6 FT (29.7 M) WSW OF A T-POLE, AND 3.0 FT (0.9 M) NE OF A WIT POST.
 AJ8818'THE MARK IS RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8819 ***********************************************************************
 AJ8819  DESIGNATION -  7102 T
 AJ8819  PID         -  AJ8819
 AJ8819  STATE/COUNTY-  MN/SHERBURNE
 AJ8819  USGS QUAD   -  MONTICELLO (1991)
 AJ8819
 AJ8819                         *CURRENT SURVEY CONTROL
 AJ8819  ___________________________________________________________________
 AJ8819* NAD 83(1996)-  45 20 48.36407(N)    093 48 16.87810(W)     ADJUSTED  
 AJ8819* NAVD 88     -       289.483  (meters)     949.75   (feet)  ADJUSTED  
 AJ8819  ___________________________________________________________________
 AJ8819  X           -    -297,965.738 (meters)                     COMP
 AJ8819  Y           -  -4,480,545.255 (meters)                     COMP
 AJ8819  Z           -   4,514,702.537 (meters)                     COMP
 AJ8819  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AJ8819  ELLIP HEIGHT-         261.76  (meters)          (07/14/03) GPS OBS
 AJ8819  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AJ8819  DYNAMIC HT  -         289.468 (meters)     949.70  (feet)  COMP
 AJ8819  MODELED GRAV-     980,558.5   (mgal)                       NAVD 88
 AJ8819
 AJ8819  HORZ ORDER  -  FIRST
 AJ8819  VERT ORDER  -  SECOND    CLASS I
 AJ8819  ELLP ORDER  -  THIRD     CLASS II
 AJ8819
 AJ8819.The horizontal coordinates were established by GPS observations
 AJ8819.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8819
 AJ8819.The orthometric height was determined by differential leveling
 AJ8819.and adjusted by the National Geodetic Survey in August 2004..
 AJ8819
 AJ8819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8819
 AJ8819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8819
 AJ8819.The ellipsoidal height was determined by GPS observations
 AJ8819.and is referenced to NAD 83.
 AJ8819
 AJ8819.The geoid height was determined by GEOID03.
 AJ8819
 AJ8819.The dynamic height is computed by dividing the NAVD 88
 AJ8819.geopotential number by the normal gravity value computed on the
 AJ8819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8819.degrees latitude (g = 980.6199 gals.).
 AJ8819
 AJ8819.The modeled gravity was interpolated from observed gravity values.
 AJ8819
 AJ8819;                    North         East     Units Scale Factor Converg.
 AJ8819;SPC MN S     -   360,782.864   815,306.992   MT  1.00003103   +0 08 12.8
 AJ8819;UTM  15      - 5,021,787.994   436,961.992   MT  0.99964886   -0 34 20.8
 AJ8819
 AJ8819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8819!SPC MN S     -   0.99995896  x   1.00003103  =   0.99998999
 AJ8819!UTM  15      -   0.99995896  x   0.99964886  =   0.99960784
 AJ8819
 AJ8819:                Primary Azimuth Mark                     Grid Az
 AJ8819:SPC MN S     -  7102 S                                   129 36 18.9
 AJ8819:UTM  15      -  7102 S                                   130 18 52.5
 AJ8819
 AJ8819|---------------------------------------------------------------------|
 AJ8819| PID    Reference Object                     Distance      Geod. Az  |
 AJ8819|                                                           dddmmss.s |
 AJ8819| AJ8818 7102 S                              APPROX. 1.4 KM 1294431.7 |
 AJ8819|---------------------------------------------------------------------|
 AJ8819
 AJ8819                          SUPERSEDED SURVEY CONTROL
 AJ8819
 AJ8819  NAVD 88 (07/14/03)  289.48   (m)          949.7    (f) LEVELING    3  
 AJ8819
 AJ8819.Superseded values are not recommended for survey control.
 AJ8819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8819.See file dsdata.txt to determine how the superseded data were derived.
 AJ8819
 AJ8819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3696221788(NAD 83)
 AJ8819_MARKER: DD = SURVEY DISK
 AJ8819_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8819_STAMPING: 7102 T 1996
 AJ8819_MARK LOGO: MNDT  
 AJ8819_PROJECTION: RECESSED 5 CENTIMETERS
 AJ8819_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8819+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8819_ROD/PIPE-DEPTH: 15.2 meters
 AJ8819
 AJ8819  HISTORY     - Date     Condition        Report By
 AJ8819  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8819
 AJ8819                          STATION DESCRIPTION
 AJ8819
 AJ8819'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8819'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) NW OF BIG LAKE.  TO REACH THE
 AJ8819'MARK, GO 3.05 MI (4.91 KM) NW ALONG TH 10 FROM THE JCT OF TH 10 AND TH
 AJ8819'25 IN BIG LAKE TO TH 10 MP 200.65.  THE MARK, A DISK SET ON A DRIVEN
 AJ8819'ALUMINUM ROD, IS 49.5 FT (15.1 M) SW OF SB TH 10, 59.1 FT (18.0 M) NE
 AJ8819'OF THE NORTH RAIL OF THE RR TRACKS, 25.6 FT (7.8 M) SSE OF A T-POLE,
 AJ8819'106.1 FT (32.3 M) WNW OF A T-POLE, AND 3.0 FT (0.9 M) NE OF A WIT
 AJ8819'POST.  THE MARK IS RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8820 ***********************************************************************
 AJ8820  DESIGNATION -  7102 U
 AJ8820  PID         -  AJ8820
 AJ8820  STATE/COUNTY-  MN/SHERBURNE
 AJ8820  USGS QUAD   -  MONTICELLO (1991)
 AJ8820
 AJ8820                         *CURRENT SURVEY CONTROL
 AJ8820  ___________________________________________________________________
 AJ8820* NAD 83(1996)-  45 22 07.29117(N)    093 50 21.65163(W)     ADJUSTED  
 AJ8820* NAVD 88     -       293.286  (meters)     962.22   (feet)  ADJUSTED  
 AJ8820  ___________________________________________________________________
 AJ8820  X           -    -300,560.142 (meters)                     COMP
 AJ8820  Y           -  -4,478,637.028 (meters)                     COMP
 AJ8820  Z           -   4,516,417.512 (meters)                     COMP
 AJ8820  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AJ8820  ELLIP HEIGHT-         265.61  (meters)          (07/14/03) GPS OBS
 AJ8820  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AJ8820  DYNAMIC HT  -         293.271 (meters)     962.17  (feet)  COMP
 AJ8820  MODELED GRAV-     980,556.8   (mgal)                       NAVD 88
 AJ8820
 AJ8820  HORZ ORDER  -  FIRST
 AJ8820  VERT ORDER  -  SECOND    CLASS I
 AJ8820  ELLP ORDER  -  THIRD     CLASS II
 AJ8820
 AJ8820.The horizontal coordinates were established by GPS observations
 AJ8820.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8820
 AJ8820.The orthometric height was determined by differential leveling
 AJ8820.and adjusted by the National Geodetic Survey in August 2004..
 AJ8820
 AJ8820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8820
 AJ8820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8820
 AJ8820.The ellipsoidal height was determined by GPS observations
 AJ8820.and is referenced to NAD 83.
 AJ8820
 AJ8820.The geoid height was determined by GEOID03.
 AJ8820
 AJ8820.The dynamic height is computed by dividing the NAVD 88
 AJ8820.geopotential number by the normal gravity value computed on the
 AJ8820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8820.degrees latitude (g = 980.6199 gals.).
 AJ8820
 AJ8820.The modeled gravity was interpolated from observed gravity values.
 AJ8820
 AJ8820;                    North         East     Units Scale Factor Converg.
 AJ8820;SPC MN S     -   363,213.656   812,585.882   MT  1.00003677   +0 06 45.4
 AJ8820;UTM  15      - 5,024,251.357   434,272.227   MT  0.99965312   -0 35 50.4
 AJ8820
 AJ8820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8820!SPC MN S     -   0.99995836  x   1.00003677  =   0.99999513
 AJ8820!UTM  15      -   0.99995836  x   0.99965312  =   0.99961149
 AJ8820
 AJ8820:                Primary Azimuth Mark                     Grid Az
 AJ8820:SPC MN S     -  7102 V                                   311 45 32.5
 AJ8820:UTM  15      -  7102 V                                   312 28 08.3
 AJ8820
 AJ8820|---------------------------------------------------------------------|
 AJ8820| PID    Reference Object                     Distance      Geod. Az  |
 AJ8820|                                                           dddmmss.s |
 AJ8820| AJ8821 7102 V                              APPROX. 1.3 KM 3115217.9 |
 AJ8820|---------------------------------------------------------------------|
 AJ8820
 AJ8820                          SUPERSEDED SURVEY CONTROL
 AJ8820
 AJ8820  NAVD 88 (07/14/03)  293.28   (m)          962.2    (f) LEVELING    3  
 AJ8820
 AJ8820.Superseded values are not recommended for survey control.
 AJ8820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8820.See file dsdata.txt to determine how the superseded data were derived.
 AJ8820
 AJ8820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3427224251(NAD 83)
 AJ8820_MARKER: DD = SURVEY DISK
 AJ8820_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8820_STAMPING: 7102 U 1996
 AJ8820_MARK LOGO: MNDT  
 AJ8820_PROJECTION: RECESSED 10 CENTIMETERS
 AJ8820_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8820+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8820_ROD/PIPE-DEPTH:  7.6 meters
 AJ8820
 AJ8820  HISTORY     - Date     Condition        Report By
 AJ8820  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8820
 AJ8820                          STATION DESCRIPTION
 AJ8820
 AJ8820'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8820'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SE OF BECKER.  TO REACH THE
 AJ8820'MARK, GO 2.1 MI (3.4 KM) SE ALONG TH 10 FROM THE JCT OF TH 10 AND CO
 AJ8820'RD 23 IN BECKER TO TH 10 MP 198.3.  THE MARK, A DISK SET ON A DRIVEN
 AJ8820'ALUMINUM ROD, IS 53.0 FT (16.2 M) SW OF SB TH 10, 55.9 FT (17.0 M) NE
 AJ8820'OF THE NORTH RAIL OF THE RR TRACKS, 89.7 FT (27.3 M) WNW OF A T-POLE,
 AJ8820'35.0 FT (10.7 M) ESE OF A T-POLE, 153.8 FT (46.9 M) NW OF A CABLEBOX,
 AJ8820'AND 3.0 FT (0.9 M) NE OF A WIT POST.  THE MARK IS RECESSED 0.4 FT
 AJ8820'(12.2 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8821 ***********************************************************************
 AJ8821  DESIGNATION -  7102 V
 AJ8821  PID         -  AJ8821
 AJ8821  STATE/COUNTY-  MN/SHERBURNE
 AJ8821  USGS QUAD   -  BECKER (1991)
 AJ8821
 AJ8821                         *CURRENT SURVEY CONTROL
 AJ8821  ___________________________________________________________________
 AJ8821* NAD 83(1996)-  45 22 36.46427(N)    093 51 07.83531(W)     ADJUSTED  
 AJ8821* NAVD 88     -       293.351  (meters)     962.44   (feet)  ADJUSTED  
 AJ8821  ___________________________________________________________________
 AJ8821  X           -    -301,519.862 (meters)                     COMP
 AJ8821  Y           -  -4,477,930.125 (meters)                     COMP
 AJ8821  Z           -   4,517,050.281 (meters)                     COMP
 AJ8821  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 AJ8821  ELLIP HEIGHT-         265.69  (meters)          (07/14/03) GPS OBS
 AJ8821  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AJ8821  DYNAMIC HT  -         293.336 (meters)     962.39  (feet)  COMP
 AJ8821  MODELED GRAV-     980,555.6   (mgal)                       NAVD 88
 AJ8821
 AJ8821  HORZ ORDER  -  FIRST
 AJ8821  VERT ORDER  -  SECOND    CLASS I
 AJ8821  ELLP ORDER  -  THIRD     CLASS II
 AJ8821
 AJ8821.The horizontal coordinates were established by GPS observations
 AJ8821.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8821
 AJ8821.The orthometric height was determined by differential leveling
 AJ8821.and adjusted by the National Geodetic Survey in August 2004..
 AJ8821
 AJ8821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8821
 AJ8821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8821
 AJ8821.The ellipsoidal height was determined by GPS observations
 AJ8821.and is referenced to NAD 83.
 AJ8821
 AJ8821.The geoid height was determined by GEOID03.
 AJ8821
 AJ8821.The dynamic height is computed by dividing the NAVD 88
 AJ8821.geopotential number by the normal gravity value computed on the
 AJ8821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8821.degrees latitude (g = 980.6199 gals.).
 AJ8821
 AJ8821.The modeled gravity was interpolated from observed gravity values.
 AJ8821
 AJ8821;                    North         East     Units Scale Factor Converg.
 AJ8821;SPC MN S     -   364,112.423   811,579.216   MT  1.00003893   +0 06 13.0
 AJ8821;UTM  15      - 5,025,162.180   433,277.158   MT  0.99965474   -0 36 23.6
 AJ8821
 AJ8821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8821!SPC MN S     -   0.99995835  x   1.00003893  =   0.99999728
 AJ8821!UTM  15      -   0.99995835  x   0.99965474  =   0.99961310
 AJ8821
 AJ8821:                Primary Azimuth Mark                     Grid Az
 AJ8821:SPC MN S     -  7102 U                                   131 45 32.1
 AJ8821:UTM  15      -  7102 U                                   132 28 08.7
 AJ8821
 AJ8821|---------------------------------------------------------------------|
 AJ8821| PID    Reference Object                     Distance      Geod. Az  |
 AJ8821|                                                           dddmmss.s |
 AJ8821| AJ8820 7102 U                              APPROX. 1.3 KM 1315145.1 |
 AJ8821|---------------------------------------------------------------------|
 AJ8821
 AJ8821                          SUPERSEDED SURVEY CONTROL
 AJ8821
 AJ8821  NAVD 88 (07/14/03)  293.35   (m)          962.4    (f) LEVELING    3  
 AJ8821
 AJ8821.Superseded values are not recommended for survey control.
 AJ8821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8821.See file dsdata.txt to determine how the superseded data were derived.
 AJ8821
 AJ8821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3327725162(NAD 83)
 AJ8821_MARKER: DD = SURVEY DISK
 AJ8821_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8821_STAMPING: 7102 V 1996
 AJ8821_MARK LOGO: MNDT  
 AJ8821_PROJECTION: RECESSED 5 CENTIMETERS
 AJ8821_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8821+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8821_ROD/PIPE-DEPTH: 18.3 meters
 AJ8821
 AJ8821  HISTORY     - Date     Condition        Report By
 AJ8821  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8821
 AJ8821                          STATION DESCRIPTION
 AJ8821
 AJ8821'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8821'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SE OF BECKER.  TO REACH THE
 AJ8821'MARK, GO 1.3 MI (2.1 KM) SE ALONG TH 10 FROM THE JCT OF TH 10 AND CO
 AJ8821'RD 23 IN BECKER TO TH 10 MP 197.5.  THE MARK, A DISK SET ON A DRIVEN
 AJ8821'ALUMINUM ROD, IS 54.5 FT (16.6 M) SW OF SB TH 10, 54.2 FT (16.5 M) NE
 AJ8821'OF THE NORTH RAIL OF THE RR TRACKS, 86.0 FT (26.2 M) WNW OF A T-POLE,
 AJ8821'40.71 FT (12.41 M) SSE OF A T-POLE, AND 3.0 FT (0.9 M) NE OF A WIT
 AJ8821'POST.  THE MARK IS RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8822 ***********************************************************************
 AJ8822  DESIGNATION -  7102 W
 AJ8822  PID         -  AJ8822
 AJ8822  STATE/COUNTY-  MN/SHERBURNE
 AJ8822  USGS QUAD   -  CLEAR LAKE (1991)
 AJ8822
 AJ8822                         *CURRENT SURVEY CONTROL
 AJ8822  ___________________________________________________________________
 AJ8822* NAD 83(1996)-  45 23 44.59033(N)    093 52 55.52215(W)     ADJUSTED  
 AJ8822* NAVD 88     -       296.125  (meters)     971.54   (feet)  ADJUSTED  
 AJ8822  ___________________________________________________________________
 AJ8822  X           -    -303,756.428 (meters)                     COMP
 AJ8822  Y           -  -4,476,280.281 (meters)                     COMP
 AJ8822  Z           -   4,518,529.478 (meters)                     COMP
 AJ8822  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 AJ8822  ELLIP HEIGHT-         268.52  (meters)          (07/14/03) GPS OBS
 AJ8822  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AJ8822  DYNAMIC HT  -         296.109 (meters)     971.48  (feet)  COMP
 AJ8822  MODELED GRAV-     980,554.1   (mgal)                       NAVD 88
 AJ8822
 AJ8822  HORZ ORDER  -  FIRST
 AJ8822  VERT ORDER  -  SECOND    CLASS I
 AJ8822  ELLP ORDER  -  THIRD     CLASS II
 AJ8822
 AJ8822.The horizontal coordinates were established by GPS observations
 AJ8822.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8822
 AJ8822.The orthometric height was determined by differential leveling
 AJ8822.and adjusted by the National Geodetic Survey in August 2004..
 AJ8822
 AJ8822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8822
 AJ8822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8822
 AJ8822.The ellipsoidal height was determined by GPS observations
 AJ8822.and is referenced to NAD 83.
 AJ8822
 AJ8822.The geoid height was determined by GEOID03.
 AJ8822
 AJ8822.The dynamic height is computed by dividing the NAVD 88
 AJ8822.geopotential number by the normal gravity value computed on the
 AJ8822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8822.degrees latitude (g = 980.6199 gals.).
 AJ8822
 AJ8822.The modeled gravity was interpolated from observed gravity values.
 AJ8822
 AJ8822;                    North         East     Units Scale Factor Converg.
 AJ8822;SPC MN S     -   366,211.889   809,233.057   MT  1.00004406   +0 04 57.5
 AJ8822;UTM  15      - 5,027,289.757   430,958.104   MT  0.99965861   -0 37 41.0
 AJ8822
 AJ8822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8822!SPC MN S     -   0.99995790  x   1.00004406  =   1.00000196
 AJ8822!UTM  15      -   0.99995790  x   0.99965861  =   0.99961653
 AJ8822
 AJ8822:                Primary Azimuth Mark                     Grid Az
 AJ8822:SPC MN S     -  7102 X                                   311 45 52.5
 AJ8822:UTM  15      -  7102 X                                   312 28 31.0
 AJ8822
 AJ8822|---------------------------------------------------------------------|
 AJ8822| PID    Reference Object                     Distance      Geod. Az  |
 AJ8822|                                                           dddmmss.s |
 AJ8822| AJ8823 7102 X                              APPROX. 1.4 KM 3115050.0 |
 AJ8822|---------------------------------------------------------------------|
 AJ8822
 AJ8822                          SUPERSEDED SURVEY CONTROL
 AJ8822
 AJ8822  NAVD 88 (07/14/03)  296.12   (m)          971.5    (f) LEVELING    3  
 AJ8822
 AJ8822.Superseded values are not recommended for survey control.
 AJ8822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8822.See file dsdata.txt to determine how the superseded data were derived.
 AJ8822
 AJ8822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3095827290(NAD 83)
 AJ8822_MARKER: DD = SURVEY DISK
 AJ8822_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8822_STAMPING: 7102 W 1996
 AJ8822_MARK LOGO: MNDT  
 AJ8822_PROJECTION: RECESSED 8 CENTIMETERS
 AJ8822_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8822+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8822_ROD/PIPE-DEPTH:  7.6 meters
 AJ8822
 AJ8822  HISTORY     - Date     Condition        Report By
 AJ8822  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8822
 AJ8822                          STATION DESCRIPTION
 AJ8822
 AJ8822'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8822'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) NW OF BECKER.  TO REACH THE
 AJ8822'MARK, GO 0.7 MI (1.1 KM) NW ALONG TH 10 FROM THE JCT OF TH 10 AND CO
 AJ8822'RD 23 IN BECKER TO TH 10 MP 195.5.  THE MARK, A DISK SET ON A DRIVEN
 AJ8822'ALUMINUM ROD, IS 47.5 FT (14.5 M) SW OF SB TH 10, 46.8 FT (14.3 M) NE
 AJ8822'OF THE NORTH RAIL OF THE RR TRACKS, 77.4 FT (23.6 M) NW OF A T-POLE,
 AJ8822'49.5 FT (15.1 M) SSE OF A T-POLE, AND 3.0 FT (0.9 M) SW OF A WIT POST.
 AJ8822'THE MARK IS RECESSED 0.3 FT (9.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8823 ***********************************************************************
 AJ8823  DESIGNATION -  7102 X
 AJ8823  PID         -  AJ8823
 AJ8823  STATE/COUNTY-  MN/SHERBURNE
 AJ8823  USGS QUAD   -  CLEAR LAKE (1991)
 AJ8823
 AJ8823                         *CURRENT SURVEY CONTROL
 AJ8823  ___________________________________________________________________
 AJ8823* NAD 83(1996)-  45 24 15.36025(N)    093 53 44.29965(W)     ADJUSTED  
 AJ8823* NAVD 88     -       296.965  (meters)     974.29   (feet)  ADJUSTED  
 AJ8823  ___________________________________________________________________
 AJ8823  X           -    -304,769.056 (meters)                     COMP
 AJ8823  Y           -  -4,475,534.077 (meters)                     COMP
 AJ8823  Z           -   4,519,197.110 (meters)                     COMP
 AJ8823  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 AJ8823  ELLIP HEIGHT-         269.37  (meters)          (07/14/03) GPS OBS
 AJ8823  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AJ8823  DYNAMIC HT  -         296.949 (meters)     974.24  (feet)  COMP
 AJ8823  MODELED GRAV-     980,554.4   (mgal)                       NAVD 88
 AJ8823
 AJ8823  HORZ ORDER  -  FIRST
 AJ8823  VERT ORDER  -  SECOND    CLASS I
 AJ8823  ELLP ORDER  -  THIRD     CLASS II
 AJ8823
 AJ8823.The horizontal coordinates were established by GPS observations
 AJ8823.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8823
 AJ8823.The orthometric height was determined by differential leveling
 AJ8823.and adjusted by the National Geodetic Survey in August 2004..
 AJ8823
 AJ8823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8823
 AJ8823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8823
 AJ8823.The ellipsoidal height was determined by GPS observations
 AJ8823.and is referenced to NAD 83.
 AJ8823
 AJ8823.The geoid height was determined by GEOID03.
 AJ8823
 AJ8823.The dynamic height is computed by dividing the NAVD 88
 AJ8823.geopotential number by the normal gravity value computed on the
 AJ8823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8823.degrees latitude (g = 980.6199 gals.).
 AJ8823
 AJ8823.The modeled gravity was interpolated from observed gravity values.
 AJ8823
 AJ8823;                    North         East     Units Scale Factor Converg.
 AJ8823;SPC MN S     -   367,160.422   808,170.858   MT  1.00004641   +0 04 23.3
 AJ8823;UTM  15      - 5,028,251.022   429,908.159   MT  0.99966040   -0 38 16.0
 AJ8823
 AJ8823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8823!SPC MN S     -   0.99995777  x   1.00004641  =   1.00000418
 AJ8823!UTM  15      -   0.99995777  x   0.99966040  =   0.99961818
 AJ8823
 AJ8823:                Primary Azimuth Mark                     Grid Az
 AJ8823:SPC MN S     -  7102 W                                   131 45 52.0
 AJ8823:UTM  15      -  7102 W                                   132 28 31.3
 AJ8823
 AJ8823|---------------------------------------------------------------------|
 AJ8823| PID    Reference Object                     Distance      Geod. Az  |
 AJ8823|                                                           dddmmss.s |
 AJ8823| AJ8822 7102 W                              APPROX. 1.4 KM 1315015.3 |
 AJ8823|---------------------------------------------------------------------|
 AJ8823
 AJ8823                          SUPERSEDED SURVEY CONTROL
 AJ8823
 AJ8823  NAVD 88 (07/14/03)  296.96   (m)          974.3    (f) LEVELING    3  
 AJ8823
 AJ8823.Superseded values are not recommended for survey control.
 AJ8823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8823.See file dsdata.txt to determine how the superseded data were derived.
 AJ8823
 AJ8823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2990828251(NAD 83)
 AJ8823_MARKER: DD = SURVEY DISK
 AJ8823_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8823_STAMPING: 7102 X 1996
 AJ8823_MARK LOGO: MNDT  
 AJ8823_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8823_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8823+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8823_ROD/PIPE-DEPTH:  9.1 meters
 AJ8823
 AJ8823  HISTORY     - Date     Condition        Report By
 AJ8823  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8823
 AJ8823                          STATION DESCRIPTION
 AJ8823
 AJ8823'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8823'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) NW OF BECKER.  TO REACH THE
 AJ8823'MARK, GO 1.55 MI (2.49 KM) NW ALONG TH 10 FROM THE JCT OF TH 10 AND CO
 AJ8823'RD 23 IN BECKER TO TH 10 MP 194.65.  THE MARK, A DISK SET ON A DRIVEN
 AJ8823'ALUMINUM ROD, IS 50.0 FT (15.2 M) SW OF SB TH 10, 44.4 FT (13.5 M) NE
 AJ8823'OF THE NORTH RAIL OF THE RR TRACKS, 53.3 FT (16.2 M) NNW OF A T-POLE,
 AJ8823'AND 3.0 FT (0.9 M) SW OF A WIT POST.  THE MARK IS RECESSED 0.1 FT (3.0
 AJ8823'CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6257 ***********************************************************************
 DH6257  DESIGNATION -  7102 Y
 DH6257  PID         -  DH6257
 DH6257  STATE/COUNTY-  MN/SHERBURNE
 DH6257  USGS QUAD   -  BIG LAKE (1991)
 DH6257
 DH6257                         *CURRENT SURVEY CONTROL
 DH6257  ___________________________________________________________________
 DH6257* NAD 83(1986)-  45 19 30.     (N)    093 40 58.     (W)     SCALED    
 DH6257* NAVD 88     -       291.412  (meters)     956.07   (feet)  ADJUSTED  
 DH6257  ___________________________________________________________________
 DH6257  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DH6257  DYNAMIC HT  -         291.394 (meters)     956.02  (feet)  COMP
 DH6257  MODELED GRAV-     980,544.8   (mgal)                       NAVD 88
 DH6257
 DH6257  VERT ORDER  -  SECOND    CLASS I
 DH6257
 DH6257.The horizontal coordinates were scaled from a topographic map and have
 DH6257.an estimated accuracy of +/- 6 seconds.
 DH6257
 DH6257.The orthometric height was determined by differential leveling
 DH6257.and adjusted by the National Geodetic Survey in March 2006..
 DH6257
 DH6257.The geoid height was determined by GEOID03.
 DH6257
 DH6257.The dynamic height is computed by dividing the NAVD 88
 DH6257.geopotential number by the normal gravity value computed on the
 DH6257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6257.degrees latitude (g = 980.6199 gals.).
 DH6257
 DH6257.The modeled gravity was interpolated from observed gravity values.
 DH6257
 DH6257;                    North         East    Units  Estimated Accuracy
 DH6257;SPC MN S     -   358,390.      824,870.      MT  (+/- 180 meters Scaled)
 DH6257
 DH6257                          SUPERSEDED SURVEY CONTROL
 DH6257
 DH6257.No superseded survey control is available for this station.
 DH6257
 DH6257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL464192(NAD 83)
 DH6257_MARKER: DV = VERTICAL CONTROL DISK
 DH6257_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH6257_SP_SET: BRIDGE ABUTMENT
 DH6257_STAMPING: 7102 Y 2000
 DH6257_MARK LOGO: MNDT  
 DH6257_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH6257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH6257+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000
 DH6257
 DH6257  HISTORY     - Date     Condition        Report By
 DH6257  HISTORY     - 1984     MONUMENTED       MNDT
 DH6257  HISTORY     - 20001019 GOOD             MNDT
 DH6257
 DH6257                          STATION DESCRIPTION
 DH6257
 DH6257'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DH6257'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.0 MI (4.8 KM)
 DH6257'ESE OF BIG LAKE, 3.35 MI (5.39 KM) ESE ALONG TH 10 FROM JCT OF TH 10
 DH6257'AND TH 25 IN BIG LAKE, AT TH 10 MP 207.05, IN ABUT AT SE COR OF TH 10
 DH6257'BRIDGE NO 5444 OVER R/R TRACKS, 25.5 FT (7.8 M) ENE OF WB TH 10, NOT
 DH6257'GOOD FOR GPS, NOT MAGNETIC.  DISK SET WHEN BRIDGE WAS BUILT IN 1984
 DH6257'THEN STAMPED IN 2000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6252 ***********************************************************************
 DH6252  DESIGNATION -  7102 Z
 DH6252  PID         -  DH6252
 DH6252  STATE/COUNTY-  MN/SHERBURNE
 DH6252  USGS QUAD   -  ELK RIVER (1993)
 DH6252
 DH6252                         *CURRENT SURVEY CONTROL
 DH6252  ___________________________________________________________________
 DH6252* NAD 83(1986)-  45 18 35.     (N)    093 35 50.     (W)     SCALED    
 DH6252* NAVD 88     -       270.714  (meters)     888.17   (feet)  ADJUSTED  
 DH6252  ___________________________________________________________________
 DH6252  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 DH6252  DYNAMIC HT  -         270.693 (meters)     888.10  (feet)  COMP
 DH6252  MODELED GRAV-     980,531.4   (mgal)                       NAVD 88
 DH6252
 DH6252  VERT ORDER  -  SECOND    CLASS I
 DH6252
 DH6252.The horizontal coordinates were scaled from a topographic map and have
 DH6252.an estimated accuracy of +/- 6 seconds.
 DH6252
 DH6252.The orthometric height was determined by differential leveling
 DH6252.and adjusted by the National Geodetic Survey in March 2006..
 DH6252
 DH6252.The geoid height was determined by GEOID03.
 DH6252
 DH6252.The dynamic height is computed by dividing the NAVD 88
 DH6252.geopotential number by the normal gravity value computed on the
 DH6252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6252.degrees latitude (g = 980.6199 gals.).
 DH6252
 DH6252.The modeled gravity was interpolated from observed gravity values.
 DH6252
 DH6252;                    North         East    Units  Estimated Accuracy
 DH6252;SPC MN S     -   356,730.      831,590.      MT  (+/- 180 meters Scaled)
 DH6252
 DH6252                          SUPERSEDED SURVEY CONTROL
 DH6252
 DH6252.No superseded survey control is available for this station.
 DH6252
 DH6252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL531175(NAD 83)
 DH6252_MARKER: DV = VERTICAL CONTROL DISK
 DH6252_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH6252_SP_SET: BRIDGE ABUTMENT
 DH6252_STAMPING: 7102 Z 2000
 DH6252_MARK LOGO: MNDT  
 DH6252_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH6252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH6252+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000
 DH6252
 DH6252  HISTORY     - Date     Condition        Report By
 DH6252  HISTORY     - 1983     MONUMENTED       MNDT
 DH6252  HISTORY     - 20001019 GOOD             MNDT
 DH6252
 DH6252                          STATION DESCRIPTION
 DH6252
 DH6252'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DH6252'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.0 MI (4.8 KM)
 DH6252'NW OF ELK RIVER, 2.70 MI (4.35 KM) NW ALONG TH 10 FROM JCT OF TH 10
 DH6252'AND TH 169 IN ELK RIVER, AT TH 10 MP 211.65, IN ABUT AT SW COR OF TH
 DH6252'10 BRIDGE NO 5955 OVER LAKE ORONO, 27.0 FT (8.2 M) SOUTH OF EB TH 10,
 DH6252'0.5 FT (15.2 CM) EAST OF WEST OF BRIDGE RAILING, NOT GOOD FOR GPS.
 DH6252'DISK WAS SET WHEN BRIDGE WAS BUILT IN 1983 THEN STAMPED IN 2000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8824 ***********************************************************************
 AJ8824  DESIGNATION -  7103 A
 AJ8824  PID         -  AJ8824
 AJ8824  STATE/COUNTY-  MN/SHERBURNE
 AJ8824  USGS QUAD   -  CLEAR LAKE (1991)
 AJ8824
 AJ8824                         *CURRENT SURVEY CONTROL
 AJ8824  ___________________________________________________________________
 AJ8824* NAD 83(1996)-  45 24 40.52360(N)    093 54 24.36609(W)     ADJUSTED  
 AJ8824* NAVD 88     -       297.538  (meters)     976.17   (feet)  ADJUSTED  
 AJ8824  ___________________________________________________________________
 AJ8824  X           -    -305,600.748 (meters)                     COMP
 AJ8824  Y           -  -4,474,923.272 (meters)                     COMP
 AJ8824  Z           -   4,519,742.958 (meters)                     COMP
 AJ8824  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 AJ8824  ELLIP HEIGHT-         269.98  (meters)          (07/14/03) GPS OBS
 AJ8824  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AJ8824  DYNAMIC HT  -         297.523 (meters)     976.12  (feet)  COMP
 AJ8824  MODELED GRAV-     980,555.1   (mgal)                       NAVD 88
 AJ8824
 AJ8824  HORZ ORDER  -  FIRST
 AJ8824  VERT ORDER  -  SECOND    CLASS I
 AJ8824  ELLP ORDER  -  THIRD     CLASS II
 AJ8824
 AJ8824.The horizontal coordinates were established by GPS observations
 AJ8824.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8824
 AJ8824.The orthometric height was determined by differential leveling
 AJ8824.and adjusted by the National Geodetic Survey in August 2004..
 AJ8824
 AJ8824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8824
 AJ8824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8824
 AJ8824.The ellipsoidal height was determined by GPS observations
 AJ8824.and is referenced to NAD 83.
 AJ8824
 AJ8824.The geoid height was determined by GEOID03.
 AJ8824
 AJ8824.The dynamic height is computed by dividing the NAVD 88
 AJ8824.geopotential number by the normal gravity value computed on the
 AJ8824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8824.degrees latitude (g = 980.6199 gals.).
 AJ8824
 AJ8824.The modeled gravity was interpolated from observed gravity values.
 AJ8824
 AJ8824;                    North         East     Units Scale Factor Converg.
 AJ8824;SPC MN S     -   367,936.251   807,298.594   MT  1.00004835   +0 03 55.3
 AJ8824;UTM  15      - 5,029,037.313   429,045.923   MT  0.99966190   -0 38 44.9
 AJ8824
 AJ8824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8824!SPC MN S     -   0.99995767  x   1.00004835  =   1.00000602
 AJ8824!UTM  15      -   0.99995767  x   0.99966190  =   0.99961959
 AJ8824
 AJ8824                          SUPERSEDED SURVEY CONTROL
 AJ8824
 AJ8824  NAVD 88 (07/14/03)  297.53   (m)          976.1    (f) LEVELING    3  
 AJ8824
 AJ8824.Superseded values are not recommended for survey control.
 AJ8824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8824.See file dsdata.txt to determine how the superseded data were derived.
 AJ8824
 AJ8824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2904629037(NAD 83)
 AJ8824_MARKER: DD = SURVEY DISK
 AJ8824_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8824_STAMPING: 7103 A 1996
 AJ8824_MARK LOGO: MNDT  
 AJ8824_PROJECTION: RECESSED 5 CENTIMETERS
 AJ8824_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8824+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8824_ROD/PIPE-DEPTH: 16.5 meters
 AJ8824
 AJ8824  HISTORY     - Date     Condition        Report By
 AJ8824  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8824
 AJ8824                          STATION DESCRIPTION
 AJ8824
 AJ8824'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8824'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) NW OF BECKER.  TO REACH THE
 AJ8824'MARK, GO 2.3 MI (3.7 KM) NW ALONG TH 10 FROM THE JCT TH 10 AND CO RD
 AJ8824'23 IN BECKER TO TH 10 MP 193.9.  THE MARK, A DISK SET ON A DRIVEN
 AJ8824'ALUMINUM ROD, IS 59.0 FT (18.0 M) SW OF SB TH 10, 34.4 FT (10.5 M) NE
 AJ8824'OF THE NORTH RAIL OF THE RR TRACKS, 94.2 FT (28.7 M) WNW OF A T-POLE,
 AJ8824'36.0 FT (11.0 M) SSE OF A T-POLE, AND 3.0 FT (0.9 M) NE OF A WIT POST.
 AJ8824'THE MARK IS RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8825 ***********************************************************************
 AJ8825  DESIGNATION -  7103 B
 AJ8825  PID         -  AJ8825
 AJ8825  STATE/COUNTY-  MN/SHERBURNE
 AJ8825  USGS QUAD   -  CLEAR LAKE (1991)
 AJ8825
 AJ8825                         *CURRENT SURVEY CONTROL
 AJ8825  ___________________________________________________________________
 AJ8825* NAD 83(1996)-  45 25 54.63413(N)    093 56 33.79623(W)     ADJUSTED  
 AJ8825* NAVD 88     -       300.391  (meters)     985.53   (feet)  ADJUSTED  
 AJ8825  ___________________________________________________________________
 AJ8825  X           -    -308,296.759 (meters)                     COMP
 AJ8825  Y           -  -4,473,106.764 (meters)                     COMP
 AJ8825  Z           -   4,521,350.982 (meters)                     COMP
 AJ8825  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 AJ8825  ELLIP HEIGHT-         272.89  (meters)          (07/14/03) GPS OBS
 AJ8825  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AJ8825  DYNAMIC HT  -         300.376 (meters)     985.48  (feet)  COMP
 AJ8825  MODELED GRAV-     980,559.1   (mgal)                       NAVD 88
 AJ8825
 AJ8825  HORZ ORDER  -  FIRST
 AJ8825  VERT ORDER  -  SECOND    CLASS I
 AJ8825  ELLP ORDER  -  THIRD     CLASS II
 AJ8825
 AJ8825.The horizontal coordinates were established by GPS observations
 AJ8825.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8825
 AJ8825.The orthometric height was determined by differential leveling
 AJ8825.and adjusted by the National Geodetic Survey in August 2004..
 AJ8825
 AJ8825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8825
 AJ8825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8825
 AJ8825.The ellipsoidal height was determined by GPS observations
 AJ8825.and is referenced to NAD 83.
 AJ8825
 AJ8825.The geoid height was determined by GEOID03.
 AJ8825
 AJ8825.The dynamic height is computed by dividing the NAVD 88
 AJ8825.geopotential number by the normal gravity value computed on the
 AJ8825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8825.degrees latitude (g = 980.6199 gals.).
 AJ8825
 AJ8825.The modeled gravity was interpolated from observed gravity values.
 AJ8825
 AJ8825;                    North         East     Units Scale Factor Converg.
 AJ8825;SPC MN S     -   370,221.734   804,482.443   MT  1.00005414   +0 02 24.5
 AJ8825;UTM  15      - 5,031,356.690   426,259.446   MT  0.99966686   -0 40 17.9
 AJ8825
 AJ8825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8825!SPC MN S     -   0.99995722  x   1.00005414  =   1.00001136
 AJ8825!UTM  15      -   0.99995722  x   0.99966686  =   0.99962409
 AJ8825
 AJ8825:                Primary Azimuth Mark                     Grid Az
 AJ8825:SPC MN S     -  7103 C                                   287 27 49.6
 AJ8825:UTM  15      -  7103 C                                   288 10 32.0
 AJ8825
 AJ8825|---------------------------------------------------------------------|
 AJ8825| PID    Reference Object                     Distance      Geod. Az  |
 AJ8825|                                                           dddmmss.s |
 AJ8825| AJ8826 7103 C                              APPROX. 1.3 KM 2873014.1 |
 AJ8825|---------------------------------------------------------------------|
 AJ8825
 AJ8825                          SUPERSEDED SURVEY CONTROL
 AJ8825
 AJ8825  NAVD 88 (07/14/03)  300.38   (m)          985.5    (f) LEVELING    3  
 AJ8825
 AJ8825.Superseded values are not recommended for survey control.
 AJ8825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8825.See file dsdata.txt to determine how the superseded data were derived.
 AJ8825
 AJ8825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2625931357(NAD 83)
 AJ8825_MARKER: DD = SURVEY DISK
 AJ8825_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8825_STAMPING: 7103 B 1996
 AJ8825_MARK LOGO: MNDT  
 AJ8825_PROJECTION: FLUSH
 AJ8825_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8825+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8825_ROD/PIPE-DEPTH: 12.2 meters
 AJ8825
 AJ8825  HISTORY     - Date     Condition        Report By
 AJ8825  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8825
 AJ8825                          STATION DESCRIPTION
 AJ8825
 AJ8825'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8825'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) NW OF BECKER.  TO REACH THE
 AJ8825'MARK, GO 4.55 MI (7.32 KM) NW ON TH 10 FROM THE JCT TH 10 AND CO RD 23
 AJ8825'IN BECKER TO TH 10 MP 191.6.  THE MARK, A DISK SET ON A DRIVEN
 AJ8825'ALUMINUM ROD, IS 60.0 FT (18.3 M) SW OF SB TH 10, 33.9 FT (10.3 M) NE
 AJ8825'OF THE NORTH RAIL OF THE RR TRACKS, 61.4 FT (18.7 M) WEST OF A T-POLE,
 AJ8825'71.7 FT (21.9 M) SSE OF A T-POLE, AND 3.0 FT (0.9 M) NE OF A WITNESS
 AJ8825'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8826 ***********************************************************************
 AJ8826  DESIGNATION -  7103 C
 AJ8826  PID         -  AJ8826
 AJ8826  STATE/COUNTY-  MN/SHERBURNE
 AJ8826  USGS QUAD   -  CLEAR LAKE (1991)
 AJ8826
 AJ8826                         *CURRENT SURVEY CONTROL
 AJ8826  ___________________________________________________________________
 AJ8826* NAD 83(1996)-  45 26 07.51505(N)    093 57 31.82730(W)     ADJUSTED  
 AJ8826* NAVD 88     -       300.055  (meters)     984.43   (feet)  ADJUSTED  
 AJ8826  ___________________________________________________________________
 AJ8826  X           -    -309,535.646 (meters)                     COMP
 AJ8826  Y           -  -4,472,736.979 (meters)                     COMP
 AJ8826  Z           -   4,521,629.820 (meters)                     COMP
 AJ8826  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 AJ8826  ELLIP HEIGHT-         272.57  (meters)          (07/14/03) GPS OBS
 AJ8826  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AJ8826  DYNAMIC HT  -         300.041 (meters)     984.38  (feet)  COMP
 AJ8826  MODELED GRAV-     980,560.4   (mgal)                       NAVD 88
 AJ8826
 AJ8826  HORZ ORDER  -  FIRST
 AJ8826  VERT ORDER  -  SECOND    CLASS I
 AJ8826  ELLP ORDER  -  THIRD     CLASS II
 AJ8826
 AJ8826.The horizontal coordinates were established by GPS observations
 AJ8826.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8826
 AJ8826.The orthometric height was determined by differential leveling
 AJ8826.and adjusted by the National Geodetic Survey in August 2004..
 AJ8826
 AJ8826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8826
 AJ8826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8826
 AJ8826.The ellipsoidal height was determined by GPS observations
 AJ8826.and is referenced to NAD 83.
 AJ8826
 AJ8826.The geoid height was determined by GEOID03.
 AJ8826
 AJ8826.The dynamic height is computed by dividing the NAVD 88
 AJ8826.geopotential number by the normal gravity value computed on the
 AJ8826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8826.degrees latitude (g = 980.6199 gals.).
 AJ8826
 AJ8826.The modeled gravity was interpolated from observed gravity values.
 AJ8826
 AJ8826;                    North         East     Units Scale Factor Converg.
 AJ8826;SPC MN S     -   370,618.660   803,220.767   MT  1.00005516   +0 01 43.9
 AJ8826;UTM  15      - 5,031,769.102   425,003.286   MT  0.99966915   -0 40 59.4
 AJ8826
 AJ8826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8826!SPC MN S     -   0.99995727  x   1.00005516  =   1.00001243
 AJ8826!UTM  15      -   0.99995727  x   0.99966915  =   0.99962643
 AJ8826
 AJ8826:                Primary Azimuth Mark                     Grid Az
 AJ8826:SPC MN S     -  7103 B                                   107 27 48.9
 AJ8826:UTM  15      -  7103 B                                   108 10 32.2
 AJ8826
 AJ8826|---------------------------------------------------------------------|
 AJ8826| PID    Reference Object                     Distance      Geod. Az  |
 AJ8826|                                                           dddmmss.s |
 AJ8826| AJ8825 7103 B                              APPROX. 1.3 KM 1072932.8 |
 AJ8826| AJ8827 7103 D                              APPROX. 1.3 KM 2872143.3 |
 AJ8826|---------------------------------------------------------------------|
 AJ8826
 AJ8826                          SUPERSEDED SURVEY CONTROL
 AJ8826
 AJ8826  NAVD 88 (07/14/03)  300.05   (m)          984.4    (f) LEVELING    3  
 AJ8826
 AJ8826.Superseded values are not recommended for survey control.
 AJ8826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8826.See file dsdata.txt to determine how the superseded data were derived.
 AJ8826
 AJ8826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2500331769(NAD 83)
 AJ8826_MARKER: DD = SURVEY DISK
 AJ8826_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8826_STAMPING: 7103 C 1996
 AJ8826_MARK LOGO: MNDT  
 AJ8826_PROJECTION: FLUSH
 AJ8826_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8826+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8826_ROD/PIPE-DEPTH: 21.3 meters
 AJ8826
 AJ8826  HISTORY     - Date     Condition        Report By
 AJ8826  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8826
 AJ8826                          STATION DESCRIPTION
 AJ8826
 AJ8826'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8826'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) NW OF BECKER.  TO REACH THE
 AJ8826'MARK, GO 5.35 MI (8.61 KM) NW ON TH 10 FROM THE JCT TH 10 AND CO RD 23
 AJ8826'IN BECKER TO TH 10 MP 190.8.  THE MARK, A DISK SET ON A DRIVEN
 AJ8826'ALUMINUM ROD, IS 50.0 FT (15.2 M) SW OF SB TH 10, 43.3 FT (13.2 M) NE
 AJ8826'OF THE NORTH RAIL OF THE RR TRACKS, 98.2 FT (29.9 M) NW OF A T-POLE,
 AJ8826'33.2 FT (10.1 M) SE OF A T-POLE, AND 3.0 FT (0.9 M) NE OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8827 ***********************************************************************
 AJ8827  DESIGNATION -  7103 D
 AJ8827  PID         -  AJ8827
 AJ8827  STATE/COUNTY-  MN/SHERBURNE
 AJ8827  USGS QUAD   -  CLEAR LAKE (1991)
 AJ8827
 AJ8827                         *CURRENT SURVEY CONTROL
 AJ8827  ___________________________________________________________________
 AJ8827* NAD 83(1996)-  45 26 20.45427(N)    093 58 30.63250(W)     ADJUSTED  
 AJ8827* NAVD 88     -       301.451  (meters)     989.01   (feet)  ADJUSTED  
 AJ8827  ___________________________________________________________________
 AJ8827  X           -    -310,791.129 (meters)                     COMP
 AJ8827  Y           -  -4,472,365.606 (meters)                     COMP
 AJ8827  Z           -   4,521,911.144 (meters)                     COMP
 AJ8827  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 AJ8827  ELLIP HEIGHT-         273.99  (meters)          (07/14/03) GPS OBS
 AJ8827  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AJ8827  DYNAMIC HT  -         301.437 (meters)     988.96  (feet)  COMP
 AJ8827  MODELED GRAV-     980,561.8   (mgal)                       NAVD 88
 AJ8827
 AJ8827  HORZ ORDER  -  FIRST
 AJ8827  VERT ORDER  -  SECOND    CLASS I
 AJ8827  ELLP ORDER  -  THIRD     CLASS II
 AJ8827
 AJ8827.The horizontal coordinates were established by GPS observations
 AJ8827.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8827
 AJ8827.The orthometric height was determined by differential leveling
 AJ8827.and adjusted by the National Geodetic Survey in August 2004..
 AJ8827
 AJ8827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8827
 AJ8827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8827
 AJ8827.The ellipsoidal height was determined by GPS observations
 AJ8827.and is referenced to NAD 83.
 AJ8827
 AJ8827.The geoid height was determined by GEOID03.
 AJ8827
 AJ8827.The dynamic height is computed by dividing the NAVD 88
 AJ8827.geopotential number by the normal gravity value computed on the
 AJ8827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8827.degrees latitude (g = 980.6199 gals.).
 AJ8827
 AJ8827.The modeled gravity was interpolated from observed gravity values.
 AJ8827
 AJ8827;                    North         East     Units Scale Factor Converg.
 AJ8827;SPC MN S     -   371,017.630   801,942.422   MT  1.00005619   +0 01 02.6
 AJ8827;UTM  15      - 5,032,183.769   423,730.489   MT  0.99967152   -0 41 41.5
 AJ8827
 AJ8827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8827!SPC MN S     -   0.99995705  x   1.00005619  =   1.00001323
 AJ8827!UTM  15      -   0.99995705  x   0.99967152  =   0.99962858
 AJ8827
 AJ8827:                Primary Azimuth Mark                     Grid Az
 AJ8827:SPC MN S     -  7103 C                                   107 19 58.8
 AJ8827:UTM  15      -  7103 C                                   108 02 42.9
 AJ8827
 AJ8827|---------------------------------------------------------------------|
 AJ8827| PID    Reference Object                     Distance      Geod. Az  |
 AJ8827|                                                           dddmmss.s |
 AJ8827| AJ8826 7103 C                              APPROX. 1.3 KM 1072101.4 |
 AJ8827|---------------------------------------------------------------------|
 AJ8827
 AJ8827                          SUPERSEDED SURVEY CONTROL
 AJ8827
 AJ8827  NAVD 88 (07/14/03)  301.44   (m)          989.0    (f) LEVELING    3  
 AJ8827
 AJ8827.Superseded values are not recommended for survey control.
 AJ8827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8827.See file dsdata.txt to determine how the superseded data were derived.
 AJ8827
 AJ8827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2373032184(NAD 83)
 AJ8827_MARKER: DD = SURVEY DISK
 AJ8827_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8827_STAMPING: 7103 D 1996
 AJ8827_MARK LOGO: MNDT  
 AJ8827_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8827_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8827+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8827_ROD/PIPE-DEPTH: 16.8 meters
 AJ8827
 AJ8827  HISTORY     - Date     Condition        Report By
 AJ8827  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8827
 AJ8827                          STATION DESCRIPTION
 AJ8827
 AJ8827'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8827'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SE OF CLEAR LAKE.  TO REACH
 AJ8827'THE MARK, GO 0.85 MI (1.37 KM) SE ON TH 10 FROM THE JCT TH 10 AND TH
 AJ8827'24 IN CLEAR LAKE TO TH 10 MP 189.95.  THE MARK, A DISK SET ON A DRIVEN
 AJ8827'ALUMINUM ROD, IS 51.0 FT (15.5 M) SW OF SB TH 10, 43.4 FT (13.2 M) NE
 AJ8827'OF THE NORTH RAIL OF THE RR TRACKS, 44.4 FT (13.5 M) NW OF A T-POLE,
 AJ8827'75.0 FT (22.9 M) SE OF A T-POLE, 149.8 FT (45.7 M) WEST OF MP 190 SIGN
 AJ8827'POST, AND 3.0 FT (0.9 M) NE OF A WIT POST.  THE MARK IS RECESSED 0.1
 AJ8827'FT (3.0 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8852 ***********************************************************************
 AJ8852  DESIGNATION -  7103 E
 AJ8852  PID         -  AJ8852
 AJ8852  STATE/COUNTY-  MN/SHERBURNE
 AJ8852  USGS QUAD   -  CLEARWATER (1991)
 AJ8852
 AJ8852                         *CURRENT SURVEY CONTROL
 AJ8852  ___________________________________________________________________
 AJ8852* NAD 83(1986)-  45 26 57.     (N)    094 00 06.     (W)     SCALED    
 AJ8852* NAVD 88     -       303.339  (meters)     995.20   (feet)  ADJUSTED  
 AJ8852  ___________________________________________________________________
 AJ8852  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AJ8852  DYNAMIC HT  -         303.326 (meters)     995.16  (feet)  COMP
 AJ8852  MODELED GRAV-     980,564.5   (mgal)                       NAVD 88
 AJ8852
 AJ8852  VERT ORDER  -  SECOND    CLASS I
 AJ8852
 AJ8852.The horizontal coordinates were scaled from a topographic map and have
 AJ8852.an estimated accuracy of +/- 6 seconds.
 AJ8852
 AJ8852.The orthometric height was determined by differential leveling
 AJ8852.and adjusted by the National Geodetic Survey in August 2004..
 AJ8852
 AJ8852.The geoid height was determined by GEOID03.
 AJ8852
 AJ8852.The dynamic height is computed by dividing the NAVD 88
 AJ8852.geopotential number by the normal gravity value computed on the
 AJ8852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8852.degrees latitude (g = 980.6199 gals.).
 AJ8852
 AJ8852.The modeled gravity was interpolated from observed gravity values.
 AJ8852
 AJ8852;                    North         East    Units  Estimated Accuracy
 AJ8852;SPC MN S     -   372,150.      799,870.      MT  (+/- 180 meters Scaled)
 AJ8852
 AJ8852                          SUPERSEDED SURVEY CONTROL
 AJ8852
 AJ8852.No superseded survey control is available for this station.
 AJ8852
 AJ8852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL216333(NAD 83)
 AJ8852_MARKER: DD = SURVEY DISK
 AJ8852_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8852_STAMPING: 7103 E 1996
 AJ8852_MARK LOGO: MNDT  
 AJ8852_PROJECTION: FLUSH
 AJ8852_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8852+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8852_ROD/PIPE-DEPTH: 10.5 meters
 AJ8852
 AJ8852  HISTORY     - Date     Condition        Report By
 AJ8852  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8852
 AJ8852                          STATION DESCRIPTION
 AJ8852
 AJ8852'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8852'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NW OF CLEAR LAKE.  TO REACH
 AJ8852'THE MARK, GO 0.3 MI (0.5 KM) NW ALONG TH 10 FROM THE JCT TH 10 AND TH
 AJ8852'24 IN CLEAR LAKE TO TH 10 MP 188.8.  THE MARK, A DISK SET ON A DRIVEN
 AJ8852'ALUMINUM ROD, IS 55.0 FT (16.8 M) SW OF SB TH 10, 11.1 FT (3.4 M) NW
 AJ8852'OF THE EXTENDED CENTERLINE OF CROSSOVER, AND 3.0 FT (0.9 M) SW OF A
 AJ8852'WIT POST.  DESCRIBED BY DAVID K.  HERDER, TYPED BY M.P.P.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8828 ***********************************************************************
 AJ8828  DESIGNATION -  7103 F
 AJ8828  PID         -  AJ8828
 AJ8828  STATE/COUNTY-  MN/SHERBURNE
 AJ8828  USGS QUAD   -  CLEARWATER (1991)
 AJ8828
 AJ8828                         *CURRENT SURVEY CONTROL
 AJ8828  ___________________________________________________________________
 AJ8828* NAD 83(1996)-  45 27 32.68932(N)    094 00 47.26282(W)     ADJUSTED  
 AJ8828* NAVD 88     -       304.284  (meters)     998.31   (feet)  ADJUSTED  
 AJ8828  ___________________________________________________________________
 AJ8828  X           -    -313,642.484 (meters)                     COMP
 AJ8828  Y           -  -4,470,575.415 (meters)                     COMP
 AJ8828  Z           -   4,523,477.774 (meters)                     COMP
 AJ8828  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 AJ8828  ELLIP HEIGHT-         276.90  (meters)          (07/14/03) GPS OBS
 AJ8828  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AJ8828  DYNAMIC HT  -         304.272 (meters)     998.27  (feet)  COMP
 AJ8828  MODELED GRAV-     980,566.9   (mgal)                       NAVD 88
 AJ8828
 AJ8828  HORZ ORDER  -  FIRST
 AJ8828  VERT ORDER  -  SECOND    CLASS I
 AJ8828  ELLP ORDER  -  THIRD     CLASS II
 AJ8828
 AJ8828.The horizontal coordinates were established by GPS observations
 AJ8828.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8828
 AJ8828.The orthometric height was determined by differential leveling
 AJ8828.and adjusted by the National Geodetic Survey in August 2004..
 AJ8828
 AJ8828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8828
 AJ8828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8828
 AJ8828.The ellipsoidal height was determined by GPS observations
 AJ8828.and is referenced to NAD 83.
 AJ8828
 AJ8828.The geoid height was determined by GEOID03.
 AJ8828
 AJ8828.The dynamic height is computed by dividing the NAVD 88
 AJ8828.geopotential number by the normal gravity value computed on the
 AJ8828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8828.degrees latitude (g = 980.6199 gals.).
 AJ8828
 AJ8828.The modeled gravity was interpolated from observed gravity values.
 AJ8828
 AJ8828;                    North         East     Units Scale Factor Converg.
 AJ8828;SPC MN S     -   373,247.616   798,973.090   MT  1.00006201   -0 00 33.1
 AJ8828;UTM  15      - 5,034,449.640   420,790.252   MT  0.99967714   -0 43 19.7
 AJ8828
 AJ8828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8828!SPC MN S     -   0.99995659  x   1.00006201  =   1.00001860
 AJ8828!UTM  15      -   0.99995659  x   0.99967714  =   0.99963374
 AJ8828
 AJ8828:                Primary Azimuth Mark                     Grid Az
 AJ8828:SPC MN S     -  7103 G                                   320 41 24.7
 AJ8828:UTM  15      -  7103 G                                   321 24 11.3
 AJ8828
 AJ8828|---------------------------------------------------------------------|
 AJ8828| PID    Reference Object                     Distance      Geod. Az  |
 AJ8828|                                                           dddmmss.s |
 AJ8828| AJ8829 7103 G                              APPROX. 1.3 KM 3204051.6 |
 AJ8828|---------------------------------------------------------------------|
 AJ8828
 AJ8828                          SUPERSEDED SURVEY CONTROL
 AJ8828
 AJ8828  NAVD 88 (07/14/03)  304.28   (m)          998.3    (f) LEVELING    3  
 AJ8828
 AJ8828.Superseded values are not recommended for survey control.
 AJ8828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8828.See file dsdata.txt to determine how the superseded data were derived.
 AJ8828
 AJ8828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2079034450(NAD 83)
 AJ8828_MARKER: DD = SURVEY DISK
 AJ8828_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8828_STAMPING: 7103 F 1996
 AJ8828_MARK LOGO: MNDT  
 AJ8828_PROJECTION: RECESSED 5 CENTIMETERS
 AJ8828_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8828+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8828_ROD/PIPE-DEPTH: 12.2 meters
 AJ8828
 AJ8828  HISTORY     - Date     Condition        Report By
 AJ8828  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8828
 AJ8828                          STATION DESCRIPTION
 AJ8828
 AJ8828'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8828'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) NW OF CLEAR LAKE.  TO REACH
 AJ8828'THE MAFK, GO 1.15 MI (1.85 KM) NW ALONG TH 10 FROM THE JCT TH 10 AND
 AJ8828'TH 24 IN CLEAR LAKE TO TH 10 MP 187.6.  THE MARK, A DISK SET ON A
 AJ8828'DRIVEN ALUMINUM ROD, IS 58.5 FT (17.8 M) SW OF SB TH 10, 69.5 FT (21.2
 AJ8828'M) NNW OF A T-POLE, 59.6 FT (18.2 M) SSW OF A T-POLE, 35.0 FT (10.7 M)
 AJ8828'NE OF THE NORTH RAIL OF THE RR TRACKS, AND 3.0 FT (0.9 M) NE OF A WIT
 AJ8828'POST.  THE MARK IS RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8829 ***********************************************************************
 AJ8829  DESIGNATION -  7103 G
 AJ8829  PID         -  AJ8829
 AJ8829  STATE/COUNTY-  MN/SHERBURNE
 AJ8829  USGS QUAD   -  CLEARWATER (1991)
 AJ8829
 AJ8829                         *CURRENT SURVEY CONTROL
 AJ8829  ___________________________________________________________________
 AJ8829* NAD 83(1996)-  45 28 06.42105(N)    094 01 26.52983(W)     ADJUSTED  
 AJ8829* NAVD 88     -       303.939  (meters)     997.17   (feet)  ADJUSTED  
 AJ8829  ___________________________________________________________________
 AJ8829  X           -    -314,441.441 (meters)                     COMP
 AJ8829  Y           -  -4,469,774.895 (meters)                     COMP
 AJ8829  Z           -   4,524,207.961 (meters)                     COMP
 AJ8829  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 AJ8829  ELLIP HEIGHT-         276.58  (meters)          (07/14/03) GPS OBS
 AJ8829  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AJ8829  DYNAMIC HT  -         303.927 (meters)     997.13  (feet)  COMP
 AJ8829  MODELED GRAV-     980,569.2   (mgal)                       NAVD 88
 AJ8829
 AJ8829  HORZ ORDER  -  FIRST
 AJ8829  VERT ORDER  -  SECOND    CLASS I
 AJ8829  ELLP ORDER  -  THIRD     CLASS II
 AJ8829
 AJ8829.The horizontal coordinates were established by GPS observations
 AJ8829.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8829
 AJ8829.The orthometric height was determined by differential leveling
 AJ8829.and adjusted by the National Geodetic Survey in August 2004..
 AJ8829
 AJ8829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8829
 AJ8829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8829
 AJ8829.The ellipsoidal height was determined by GPS observations
 AJ8829.and is referenced to NAD 83.
 AJ8829
 AJ8829.The geoid height was determined by GEOID03.
 AJ8829
 AJ8829.The dynamic height is computed by dividing the NAVD 88
 AJ8829.geopotential number by the normal gravity value computed on the
 AJ8829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8829.degrees latitude (g = 980.6199 gals.).
 AJ8829
 AJ8829.The modeled gravity was interpolated from observed gravity values.
 AJ8829
 AJ8829;                    North         East     Units Scale Factor Converg.
 AJ8829;SPC MN S     -   374,289.258   798,120.217   MT  1.00006478   -0 01 00.7
 AJ8829;UTM  15      - 5,035,501.409   419,950.732   MT  0.99967878   -0 43 48.1
 AJ8829
 AJ8829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8829!SPC MN S     -   0.99995664  x   1.00006478  =   1.00002142
 AJ8829!UTM  15      -   0.99995664  x   0.99967878  =   0.99963543
 AJ8829
 AJ8829:                Primary Azimuth Mark                     Grid Az
 AJ8829:SPC MN S     -  7103 F                                   140 41 24.3
 AJ8829:UTM  15      -  7103 F                                   141 24 11.7
 AJ8829
 AJ8829|---------------------------------------------------------------------|
 AJ8829| PID    Reference Object                     Distance      Geod. Az  |
 AJ8829|                                                           dddmmss.s |
 AJ8829| AJ8828 7103 F                              APPROX. 1.3 KM 1404023.6 |
 AJ8829|---------------------------------------------------------------------|
 AJ8829
 AJ8829                          SUPERSEDED SURVEY CONTROL
 AJ8829
 AJ8829  NAVD 88 (07/14/03)  303.93   (m)          997.1    (f) LEVELING    3  
 AJ8829
 AJ8829.Superseded values are not recommended for survey control.
 AJ8829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8829.See file dsdata.txt to determine how the superseded data were derived.
 AJ8829
 AJ8829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1995135501(NAD 83)
 AJ8829_MARKER: DD = SURVEY DISK
 AJ8829_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8829_STAMPING: 7103 G 1996
 AJ8829_MARK LOGO: MNDT  
 AJ8829_PROJECTION: PROJECTING 3 CENTIMETERS
 AJ8829_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8829+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1997
 AJ8829_ROD/PIPE-DEPTH: 15.2 meters
 AJ8829
 AJ8829  HISTORY     - Date     Condition        Report By
 AJ8829  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8829  HISTORY     - 19970716 SEE DESCRIPTION  MNDT
 AJ8829
 AJ8829                          STATION DESCRIPTION
 AJ8829
 AJ8829'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8829'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) NW OF CLEAR LAKE.  TO REACH
 AJ8829'THE MARK, GO 2.0 MI (3.2 KM) NW ALONG TH 10 FROM THE JCT TH 10 AND TH
 AJ8829'24 IN CLEAR LAKE TO TH 10 MP 186.75.  THE MARK, A DISK SET ON A DRIVEN
 AJ8829'ALUMINUM ROD, IS 45.5 FT (13.9 M) SW OF SB TH 10, 61.0 FT (18.6 M) NNW
 AJ8829'OF A T-POLE, 71.5 FT (21.8 M) SSW OF A T-POLE, 48.8 FT (14.9 M) NE OF
 AJ8829'THE NORTH RAIL OF THE RR TRACKS, AND 3.0 FT (0.9 M) NE OF A WIT POST.
 AJ8829'THE MARK IS RECESSED 0.1 FT (3.0 CM) BELOW THE GROUND.
 AJ8829
 AJ8829                          STATION RECOVERY (1997)
 AJ8829
 AJ8829'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (GMS)
 AJ8829'THE MARK IS LOCATED 2 MI (3.2 KM) NW OF CLEAR LAKE, 2.0 MI (3.2 KM) NW
 AJ8829'OF THE JCT OF TH 10 AND TH 24, AT TH 10 MP 186.75, 45 FT (13.7 M) SW
 AJ8829'OF SB TH 10, 61 FT (18.6 M) NNW OF A T-POLE, 71.5 FT (21.8 M) SSW OF A
 AJ8829'T-POLE, 48.8 FT (14.9 M) NE OF THE NORTH RR RAIL, 3 FT (0.9 M) NE OF A
 AJ8829'WIT POST.  RECESSED 1 INCH WHEN ORIGINAL DESCRIPTION WAS WRITTEN IN
 AJ8829'1996, WHEN STATION WAS OCCUPIED IN 1997 MARK WAS NICKED AND PROJECTING
 AJ8829'1 INCH .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8853 ***********************************************************************
 AJ8853  DESIGNATION -  7103 H
 AJ8853  PID         -  AJ8853
 AJ8853  STATE/COUNTY-  MN/SHERBURNE
 AJ8853  USGS QUAD   -  CLEARWATER (1991)
 AJ8853
 AJ8853                         *CURRENT SURVEY CONTROL
 AJ8853  ___________________________________________________________________
 AJ8853* NAD 83(1986)-  45 29 31.     (N)    094 02 57.     (W)     SCALED    
 AJ8853* NAVD 88     -       307.671  (meters)    1009.42   (feet)  ADJUSTED  
 AJ8853  ___________________________________________________________________
 AJ8853  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AJ8853  DYNAMIC HT  -         307.661 (meters)    1009.38  (feet)  COMP
 AJ8853  MODELED GRAV-     980,574.6   (mgal)                       NAVD 88
 AJ8853
 AJ8853  VERT ORDER  -  SECOND    CLASS I
 AJ8853
 AJ8853.The horizontal coordinates were scaled from a topographic map and have
 AJ8853.an estimated accuracy of +/- 6 seconds.
 AJ8853
 AJ8853.The orthometric height was determined by differential leveling
 AJ8853.and adjusted by the National Geodetic Survey in August 2004..
 AJ8853
 AJ8853.The geoid height was determined by GEOID03.
 AJ8853
 AJ8853.The dynamic height is computed by dividing the NAVD 88
 AJ8853.geopotential number by the normal gravity value computed on the
 AJ8853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8853.degrees latitude (g = 980.6199 gals.).
 AJ8853
 AJ8853.The modeled gravity was interpolated from observed gravity values.
 AJ8853
 AJ8853;                    North         East    Units  Estimated Accuracy
 AJ8853;SPC MN S     -   376,900.      796,160.      MT  (+/- 180 meters Scaled)
 AJ8853
 AJ8853                          SUPERSEDED SURVEY CONTROL
 AJ8853
 AJ8853.No superseded survey control is available for this station.
 AJ8853
 AJ8853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL180381(NAD 83)
 AJ8853_MARKER: DB = BENCH MARK DISK
 AJ8853_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ8853_STAMPING: 7103 H 1996
 AJ8853_MARK LOGO: MNDT  
 AJ8853_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8853+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8853
 AJ8853  HISTORY     - Date     Condition        Report By
 AJ8853  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8853
 AJ8853                          STATION DESCRIPTION
 AJ8853
 AJ8853'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8853'THE MARK IS 8 MI (12.9 KM) SE OF ST CLOUD, 6.75 MI (10.86 KM) SE ALONG
 AJ8853'TH 10 FROM JCT TH 10 AND TH 23 IN ST CLOUD, AT TH 10 MP 184.75, 73.7
 AJ8853'FT (22.5 M) NE OF WB TH 10, 0.5 FT (15.2 CM) SOUTH OF STEEL POST, 0.9
 AJ8853'FT (27.4 CM) SW OF WIT POST, STA FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8854 ***********************************************************************
 AJ8854  DESIGNATION -  7103 J
 AJ8854  PID         -  AJ8854
 AJ8854  STATE/COUNTY-  MN/SHERBURNE
 AJ8854  USGS QUAD   -  CABLE (1993)
 AJ8854
 AJ8854                         *CURRENT SURVEY CONTROL
 AJ8854  ___________________________________________________________________
 AJ8854* NAD 83(1986)-  45 30 07.     (N)    094 03 41.     (W)     SCALED    
 AJ8854* NAVD 88     -       308.966  (meters)    1013.67   (feet)  ADJUSTED  
 AJ8854  ___________________________________________________________________
 AJ8854  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AJ8854  DYNAMIC HT  -         308.957 (meters)    1013.64  (feet)  COMP
 AJ8854  MODELED GRAV-     980,579.9   (mgal)                       NAVD 88
 AJ8854
 AJ8854  VERT ORDER  -  SECOND    CLASS I
 AJ8854
 AJ8854.The horizontal coordinates were scaled from a topographic map and have
 AJ8854.an estimated accuracy of +/- 6 seconds.
 AJ8854
 AJ8854.The orthometric height was determined by differential leveling
 AJ8854.and adjusted by the National Geodetic Survey in August 2004..
 AJ8854
 AJ8854.The geoid height was determined by GEOID03.
 AJ8854
 AJ8854.The dynamic height is computed by dividing the NAVD 88
 AJ8854.geopotential number by the normal gravity value computed on the
 AJ8854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8854.degrees latitude (g = 980.6199 gals.).
 AJ8854
 AJ8854.The modeled gravity was interpolated from observed gravity values.
 AJ8854
 AJ8854;                    North         East    Units  Estimated Accuracy
 AJ8854;SPC MN S     -   378,010.      795,200.      MT  (+/- 180 meters Scaled)
 AJ8854
 AJ8854                          SUPERSEDED SURVEY CONTROL
 AJ8854
 AJ8854.No superseded survey control is available for this station.
 AJ8854
 AJ8854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL170392(NAD 83)
 AJ8854_MARKER: DB = BENCH MARK DISK
 AJ8854_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ8854_STAMPING: 7103 J 1996
 AJ8854_MARK LOGO: MNDT  
 AJ8854_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8854+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8854
 AJ8854  HISTORY     - Date     Condition        Report By
 AJ8854  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8854
 AJ8854                          STATION DESCRIPTION
 AJ8854
 AJ8854'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8854'THE MARK IS 6 MI (9.7 KM) SE OF ST CLOUD, 5.8 MI (9.3 KM) SE ALONG TH
 AJ8854'10 FROM JCT OF TH 23 AND TH 10 IN ST CLOUD, AT TH 10 MP 183.85, 73.6
 AJ8854'FT (22.4 M) NE OF WB TH 10, ABOUT 220 FT (67.1 M) NNW OF CO RD 61, 0.3
 AJ8854'FT (9.1 CM) SW OF WIT POST, STA PROJECTS 0.1 FT (3.0 CM) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8855 ***********************************************************************
 AJ8855  DESIGNATION -  7103 K
 AJ8855  PID         -  AJ8855
 AJ8855  STATE/COUNTY-  MN/SHERBURNE
 AJ8855  USGS QUAD   -  CABLE (1993)
 AJ8855
 AJ8855                         *CURRENT SURVEY CONTROL
 AJ8855  ___________________________________________________________________
 AJ8855* NAD 83(1986)-  45 30 33.     (N)    094 04 12.     (W)     SCALED    
 AJ8855* NAVD 88     -       307.658  (meters)    1009.37   (feet)  ADJUSTED  
 AJ8855  ___________________________________________________________________
 AJ8855  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AJ8855  DYNAMIC HT  -         307.650 (meters)    1009.35  (feet)  COMP
 AJ8855  MODELED GRAV-     980,581.7   (mgal)                       NAVD 88
 AJ8855
 AJ8855  VERT ORDER  -  SECOND    CLASS I
 AJ8855
 AJ8855.The horizontal coordinates were scaled from a topographic map and have
 AJ8855.an estimated accuracy of +/- 6 seconds.
 AJ8855
 AJ8855.The orthometric height was determined by differential leveling
 AJ8855.and adjusted by the National Geodetic Survey in August 2004..
 AJ8855
 AJ8855.The geoid height was determined by GEOID03.
 AJ8855
 AJ8855.The dynamic height is computed by dividing the NAVD 88
 AJ8855.geopotential number by the normal gravity value computed on the
 AJ8855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8855.degrees latitude (g = 980.6199 gals.).
 AJ8855
 AJ8855.The modeled gravity was interpolated from observed gravity values.
 AJ8855
 AJ8855;                    North         East    Units  Estimated Accuracy
 AJ8855;SPC MN S     -   378,820.      794,530.      MT  (+/- 180 meters Scaled)
 AJ8855
 AJ8855                          SUPERSEDED SURVEY CONTROL
 AJ8855
 AJ8855.No superseded survey control is available for this station.
 AJ8855
 AJ8855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL164400(NAD 83)
 AJ8855_MARKER: DB = BENCH MARK DISK
 AJ8855_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ8855_STAMPING: 7103 K 1996
 AJ8855_MARK LOGO: MNDT  
 AJ8855_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8855+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8855
 AJ8855  HISTORY     - Date     Condition        Report By
 AJ8855  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8855
 AJ8855                          STATION DESCRIPTION
 AJ8855
 AJ8855'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8855'THE MARK IS 5.25 MI (8.45 KM) SE OF ST CLOUD, 5.2 MI (8.4 KM) SE ALONG
 AJ8855'TH 10 FROM JCT OF TH 23 AND TH 10 IN ST CLOUD, AT TH 10 MP 183.2, 75.6
 AJ8855'FT (23.0 M) NE OF WB TH 10, 132.0 FT (40.2 M) NORTH OF CO RD 65, 71.3
 AJ8855'FT (21.7 M) NW OF P-POLE, 47.3 FT (14.4 M) NNW OF GAS PIPELINE POST,
 AJ8855'0.7 FT (21.3 CM) EAST OF R/W POST, 1.0 FT (0.3 M) NE OF WIT POST, STA
 AJ8855'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8856 ***********************************************************************
 AJ8856  DESIGNATION -  7103 L
 AJ8856  PID         -  AJ8856
 AJ8856  STATE/COUNTY-  MN/SHERBURNE
 AJ8856  USGS QUAD   -  CABLE (1993)
 AJ8856
 AJ8856                         *CURRENT SURVEY CONTROL
 AJ8856  ___________________________________________________________________
 AJ8856* NAD 83(1986)-  45 31 02.     (N)    094 04 38.     (W)     SCALED    
 AJ8856* NAVD 88     -       308.662  (meters)    1012.67   (feet)  ADJUSTED  
 AJ8856  ___________________________________________________________________
 AJ8856  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AJ8856  DYNAMIC HT  -         308.655 (meters)    1012.65  (feet)  COMP
 AJ8856  MODELED GRAV-     980,583.2   (mgal)                       NAVD 88
 AJ8856
 AJ8856  VERT ORDER  -  SECOND    CLASS I
 AJ8856
 AJ8856.The horizontal coordinates were scaled from a topographic map and have
 AJ8856.an estimated accuracy of +/- 6 seconds.
 AJ8856
 AJ8856.The orthometric height was determined by differential leveling
 AJ8856.and adjusted by the National Geodetic Survey in August 2004..
 AJ8856
 AJ8856.The geoid height was determined by GEOID03.
 AJ8856
 AJ8856.The dynamic height is computed by dividing the NAVD 88
 AJ8856.geopotential number by the normal gravity value computed on the
 AJ8856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8856.degrees latitude (g = 980.6199 gals.).
 AJ8856
 AJ8856.The modeled gravity was interpolated from observed gravity values.
 AJ8856
 AJ8856;                    North         East    Units  Estimated Accuracy
 AJ8856;SPC MN S     -   379,710.      793,970.      MT  (+/- 180 meters Scaled)
 AJ8856
 AJ8856                          SUPERSEDED SURVEY CONTROL
 AJ8856
 AJ8856.No superseded survey control is available for this station.
 AJ8856
 AJ8856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL158409(NAD 83)
 AJ8856_MARKER: DB = BENCH MARK DISK
 AJ8856_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ8856_STAMPING: 7103 L 1996
 AJ8856_MARK LOGO: MNDT  
 AJ8856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8856+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8856
 AJ8856  HISTORY     - Date     Condition        Report By
 AJ8856  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8856
 AJ8856                          STATION DESCRIPTION
 AJ8856
 AJ8856'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8856'THE MARK IS 5 MI (8.0 KM) SE OF ST CLOUD, 4.55 MI (7.32 KM) SE ALONG
 AJ8856'TH 10 FROM JCT OF TH 23 AND TH 10 IN ST CLOUD, AT TH 10 MP 182.55,
 AJ8856'74.5 FT (22.7 M) NE OF WB TH 10, 0.3 FT (9.1 CM) SW OF WIT POST, STA
 AJ8856'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8857 ***********************************************************************
 AJ8857  DESIGNATION -  7103 M
 AJ8857  PID         -  AJ8857
 AJ8857  STATE/COUNTY-  MN/SHERBURNE
 AJ8857  USGS QUAD   -  CABLE (1993)
 AJ8857
 AJ8857                         *CURRENT SURVEY CONTROL
 AJ8857  ___________________________________________________________________
 AJ8857* NAD 83(1986)-  45 31 58.     (N)    094 05 52.     (W)     SCALED    
 AJ8857* NAVD 88     -       310.860  (meters)    1019.88   (feet)  ADJUSTED  
 AJ8857  ___________________________________________________________________
 AJ8857  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AJ8857  DYNAMIC HT  -         310.853 (meters)    1019.86  (feet)  COMP
 AJ8857  MODELED GRAV-     980,584.7   (mgal)                       NAVD 88
 AJ8857
 AJ8857  VERT ORDER  -  SECOND    CLASS I
 AJ8857
 AJ8857.The horizontal coordinates were scaled from a topographic map and have
 AJ8857.an estimated accuracy of +/- 6 seconds.
 AJ8857
 AJ8857.The orthometric height was determined by differential leveling
 AJ8857.and adjusted by the National Geodetic Survey in August 2004..
 AJ8857
 AJ8857.The geoid height was determined by GEOID03.
 AJ8857
 AJ8857.The dynamic height is computed by dividing the NAVD 88
 AJ8857.geopotential number by the normal gravity value computed on the
 AJ8857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8857.degrees latitude (g = 980.6199 gals.).
 AJ8857
 AJ8857.The modeled gravity was interpolated from observed gravity values.
 AJ8857
 AJ8857;                    North         East    Units  Estimated Accuracy
 AJ8857;SPC MN S     -   381,440.      792,360.      MT  (+/- 180 meters Scaled)
 AJ8857
 AJ8857                          SUPERSEDED SURVEY CONTROL
 AJ8857
 AJ8857.No superseded survey control is available for this station.
 AJ8857
 AJ8857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL142427(NAD 83)
 AJ8857_MARKER: DD = SURVEY DISK
 AJ8857_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AJ8857+WITH SETTING: PAVEMENT
 AJ8857_SP_SET: LIGHT BASE
 AJ8857_STAMPING: 7103 M 1996
 AJ8857_MARK LOGO: MNDT  
 AJ8857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8857+STABILITY: SURFACE MOTION
 AJ8857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8857+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8857
 AJ8857  HISTORY     - Date     Condition        Report By
 AJ8857  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8857
 AJ8857                          STATION DESCRIPTION
 AJ8857
 AJ8857'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8857'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SE OF ST CLOUD.  TO REACH THE
 AJ8857'MARK, GO 3.1 MI (5.0 KM) SE ON TH 10 FROM THE JCT TH 10 AND TH 23 IN
 AJ8857'ST CLOUD TO TH 10 MP 181.15.  THE MARK, A DISK SET IN A DRILL HOLE IN
 AJ8857'A CONC LIGHT BASE, IS 37.0 FT (11.3 M) NE OF NB TH 10, 73.0 FT (22.3
 AJ8857'M) SE OF THE REST AREA ENT, 127.7 FT (38.9 M) WNW OF A P-POLE, AND 0.5
 AJ8857'FT (15.2 CM) SW OF A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8830 ***********************************************************************
 AJ8830  DESIGNATION -  7103 N
 AJ8830  PID         -  AJ8830
 AJ8830  STATE/COUNTY-  MN/SHERBURNE
 AJ8830  USGS QUAD   -  CABLE (1993)
 AJ8830
 AJ8830                         *CURRENT SURVEY CONTROL
 AJ8830  ___________________________________________________________________
 AJ8830* NAD 83(1996)-  45 32 26.81368(N)    094 06 28.16243(W)     ADJUSTED  
 AJ8830* NAVD 88     -       308.499  (meters)    1012.13   (feet)  ADJUSTED  
 AJ8830  ___________________________________________________________________
 AJ8830  X           -    -320,566.960 (meters)                     COMP
 AJ8830  Y           -  -4,463,593.840 (meters)                     COMP
 AJ8830  Z           -   4,529,845.792 (meters)                     COMP
 AJ8830  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 AJ8830  ELLIP HEIGHT-         281.38  (meters)          (07/14/03) GPS OBS
 AJ8830  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AJ8830  DYNAMIC HT  -         308.492 (meters)    1012.11  (feet)  COMP
 AJ8830  MODELED GRAV-     980,585.2   (mgal)                       NAVD 88
 AJ8830
 AJ8830  HORZ ORDER  -  FIRST
 AJ8830  VERT ORDER  -  SECOND    CLASS I
 AJ8830  ELLP ORDER  -  THIRD     CLASS II
 AJ8830
 AJ8830.The horizontal coordinates were established by GPS observations
 AJ8830.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8830
 AJ8830.The orthometric height was determined by differential leveling
 AJ8830.and adjusted by the National Geodetic Survey in August 2004..
 AJ8830
 AJ8830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8830
 AJ8830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8830
 AJ8830.The ellipsoidal height was determined by GPS observations
 AJ8830.and is referenced to NAD 83.
 AJ8830
 AJ8830.The geoid height was determined by GEOID03.
 AJ8830
 AJ8830.The dynamic height is computed by dividing the NAVD 88
 AJ8830.geopotential number by the normal gravity value computed on the
 AJ8830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8830.degrees latitude (g = 980.6199 gals.).
 AJ8830
 AJ8830.The modeled gravity was interpolated from observed gravity values.
 AJ8830
 AJ8830;                    North         East     Units Scale Factor Converg.
 AJ8830;SPC MN S     -   382,334.162   791,578.127   MT  1.00008700   -0 04 32.1
 AJ8830;UTM  15      - 5,043,624.059   413,511.939   MT  0.99969197   -0 47 26.7
 AJ8830
 AJ8830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8830!SPC MN S     -   0.99995589  x   1.00008700  =   1.00004288
 AJ8830!UTM  15      -   0.99995589  x   0.99969197  =   0.99964787
 AJ8830
 AJ8830                          SUPERSEDED SURVEY CONTROL
 AJ8830
 AJ8830  NAVD 88 (07/14/03)  308.50   (m)         1012.1    (f) LEVELING    3  
 AJ8830
 AJ8830.Superseded values are not recommended for survey control.
 AJ8830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8830.See file dsdata.txt to determine how the superseded data were derived.
 AJ8830
 AJ8830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1351243624(NAD 83)
 AJ8830_MARKER: DD = SURVEY DISK
 AJ8830_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8830_STAMPING: 7103 N 1996
 AJ8830_MARK LOGO: MNDT  
 AJ8830_PROJECTION: RECESSED 8 CENTIMETERS
 AJ8830_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8830+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8830_ROD/PIPE-DEPTH:  7.9 meters
 AJ8830
 AJ8830  HISTORY     - Date     Condition        Report By
 AJ8830  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8830
 AJ8830                          STATION DESCRIPTION
 AJ8830
 AJ8830'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8830'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SE OF ST CLOUD.  TO REACH THE
 AJ8830'MARK, GO 2.3 MI (3.7 KM) SE ALONG TH 10 FROM THE JCT OF TH 10 AND TH
 AJ8830'23 IN ST CLOUD TO TH 10 MP 180.3.  THE MARK, A DISK SET ON A DRIVEN
 AJ8830'ALUMINUM ROD, IS 77.0 FT (23.5 M) NE OF NB TH 10, 46.2 FT (14.1 M) SE
 AJ8830'OF A P-POLE, 41.0 FT (12.5 M) SW OF A GRAVEL RD, 102.9 FT (31.4 M)
 AJ8830'SOUTH OF A FENCE COR POST, AND 3.0 FT (0.9 M) SW OF A WIT POST.  THE
 AJ8830'MARK IS RECESSED 0.3 FT (9.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1315 ***********************************************************************
 QO1315  DESIGNATION -  7104 B
 QO1315  PID         -  QO1315
 QO1315  STATE/COUNTY-  MN/SHERBURNE
 QO1315  USGS QUAD   -  MONTICELLO (1991)
 QO1315
 QO1315                         *CURRENT SURVEY CONTROL
 QO1315  ___________________________________________________________________
 QO1315* NAD 83(1986)-  45 18 36.     (N)    093 47 31.     (W)     SCALED    
 QO1315* NAVD 88     -       281.120  (meters)     922.31   (feet)  ADJUSTED  
 QO1315  ___________________________________________________________________
 QO1315  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 QO1315  DYNAMIC HT  -         281.105 (meters)     922.26  (feet)  COMP
 QO1315  MODELED GRAV-     980,553.2   (mgal)                       NAVD 88
 QO1315
 QO1315  VERT ORDER  -  SECOND    CLASS I
 QO1315
 QO1315.The horizontal coordinates were scaled from a topographic map and have
 QO1315.an estimated accuracy of +/- 6 seconds.
 QO1315
 QO1315.The orthometric height was determined by differential leveling
 QO1315.and adjusted by the National Geodetic Survey in June 1991..
 QO1315
 QO1315.The geoid height was determined by GEOID03.
 QO1315
 QO1315.The dynamic height is computed by dividing the NAVD 88
 QO1315.geopotential number by the normal gravity value computed on the
 QO1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1315.degrees latitude (g = 980.6199 gals.).
 QO1315
 QO1315.The modeled gravity was interpolated from observed gravity values.
 QO1315
 QO1315;                    North         East    Units  Estimated Accuracy
 QO1315;SPC MN S     -   356,700.      816,320.      MT  (+/- 180 meters Scaled)
 QO1315
 QO1315                          SUPERSEDED SURVEY CONTROL
 QO1315
 QO1315  NGVD 29 (??/??/92)  281.018  (m)          921.97   (f) ADJ UNCH    2 1
 QO1315
 QO1315.Superseded values are not recommended for survey control.
 QO1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1315.See file dsdata.txt to determine how the superseded data were derived.
 QO1315
 QO1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL379176(NAD 83)
 QO1315_MARKER: DB = BENCH MARK DISK
 QO1315_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO1315_SP_SET: SIDEWALK OF BRIDGE
 QO1315_STAMPING: 7104 B 1974
 QO1315_MARK LOGO: MNDT  
 QO1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1315
 QO1315  HISTORY     - Date     Condition        Report By
 QO1315  HISTORY     - 1974     MONUMENTED       MNDT
 QO1315  HISTORY     - 1977     GOOD             MNDT
 QO1315  HISTORY     - 1980     GOOD             MNDT
 QO1315
 QO1315                          STATION DESCRIPTION
 QO1315
 QO1315'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1315'0.2 MI NNE FROM MONTICELLO.
 QO1315'THE MARK IS LOCATED AT TRUNK HIGHWAY 25 MILEPOINT 68.9 WHICH IS 0.9
 QO1315'MILE NORTH NORTHEAST ALONG TRUNK HIGHWAY 25 FROM THE JUNCTION OF
 QO1315'INTERSTATE 94 AND TRUNK HIGHWAY 25 AT MONTICELLO. IT IS 18.3 FT.
 QO1315'NORTHWEST OF AND ABOUT 1 FT. HIGHER THAN THE CENTERLINE OF TRUNK
 QO1315'HIGHWAY 25, 1.0 FT. SOUTHWEST OF THE NORTHEAST END OF CONCRETE
 QO1315'SIDEWALK AND 0.5 FT. SOUTHEAST OF THE SOUTHEAST FACE OF THE NORTHEAST
 QO1315'CONCRETE RAILING OF BRIDGE NUMBER 4390 AT TRUNK HIGHWAY 25 OVER THE
 QO1315'MISSISSIPPI RIVER. IT IS IN THE SIDEWALK OF THE BRIDGE.
 QO1315
 QO1315                          STATION RECOVERY (1980)
 QO1315
 QO1315'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO1315'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO1315'LOCATED ABOUT 0.9 MILE NORTHEAST ALONG TRUNK HIGHWAY 25 FROM ITS
 QO1315'JUNCTION WITH INTERSTATE HIGHWAY 94 AT MONTICELLO AND IS NEAR TRUNK
 QO1315'HIGHWAY 25 MILE POINT 68.9 IN THE BRIDGE OVER THE MISSISSIPPI RIVER.
 QO1315'THE MARK IS 18.3 FEET NORTHWEST OF AND ABOUT 1 FOOT HIGHER THAN THE
 QO1315'CENTERLINE OF TRUNK HIGHWAY 25, 1 FOOT SOUTHWEST OF THE NORTHEAST END
 QO1315'OF THE CONCRETE SIDEWALK AND 0.5 FOOT SOUTHEAST OF THE SOUTHEAST FACE
 QO1315'OF THE CONCRETE RAILING ON BRIDGE NUMBER 4390.  THE MARK, A STANDARD
 QO1315'MNDT VERTICAL CONTROL MARK DISK STAMPED ---7104 B 1974---, IS
 QO1315'CEMENTED IN A DRILL HOLE IN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8831 ***********************************************************************
 AJ8831  DESIGNATION -  7104 B
 AJ8831  PID         -  AJ8831
 AJ8831  STATE/COUNTY-  MN/SHERBURNE
 AJ8831  USGS QUAD   -  MONTICELLO (1991)
 AJ8831
 AJ8831                         *CURRENT SURVEY CONTROL
 AJ8831  ___________________________________________________________________
 AJ8831* NAD 83(1996)-  45 19 17.12677(N)    093 45 41.37615(W)     ADJUSTED  
 AJ8831* NAVD 88     -       285.480  (meters)     936.61   (feet)  ADJUSTED  
 AJ8831  ___________________________________________________________________
 AJ8831  X           -    -294,719.032 (meters)                     COMP
 AJ8831  Y           -  -4,482,764.776 (meters)                     COMP
 AJ8831  Z           -   4,512,719.526 (meters)                     COMP
 AJ8831  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 AJ8831  ELLIP HEIGHT-         257.68  (meters)          (07/14/03) GPS OBS
 AJ8831  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AJ8831  DYNAMIC HT  -         285.464 (meters)     936.56  (feet)  COMP
 AJ8831  MODELED GRAV-     980,554.1   (mgal)                       NAVD 88
 AJ8831
 AJ8831  HORZ ORDER  -  FIRST
 AJ8831  VERT ORDER  -  SECOND    CLASS I
 AJ8831  ELLP ORDER  -  THIRD     CLASS II
 AJ8831
 AJ8831.The horizontal coordinates were established by GPS observations
 AJ8831.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8831
 AJ8831.The orthometric height was determined by differential leveling
 AJ8831.and adjusted by the National Geodetic Survey in August 2004..
 AJ8831
 AJ8831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8831
 AJ8831.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8831
 AJ8831.The ellipsoidal height was determined by GPS observations
 AJ8831.and is referenced to NAD 83.
 AJ8831
 AJ8831.The geoid height was determined by GEOID03.
 AJ8831
 AJ8831.The dynamic height is computed by dividing the NAVD 88
 AJ8831.geopotential number by the normal gravity value computed on the
 AJ8831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8831.degrees latitude (g = 980.6199 gals.).
 AJ8831
 AJ8831.The modeled gravity was interpolated from observed gravity values.
 AJ8831
 AJ8831;                    North         East     Units Scale Factor Converg.
 AJ8831;SPC MN S     -   357,975.126   818,700.485   MT  1.00002458   +0 10 01.8
 AJ8831;UTM  15      - 5,018,939.566   440,319.201   MT  0.99964379   -0 32 29.3
 AJ8831
 AJ8831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8831!SPC MN S     -   0.99995960  x   1.00002458  =   0.99998418
 AJ8831!UTM  15      -   0.99995960  x   0.99964379  =   0.99960341
 AJ8831
 AJ8831                          SUPERSEDED SURVEY CONTROL
 AJ8831
 AJ8831  NAVD 88 (07/14/03)  285.48   (m)          936.6    (f) LEVELING    3  
 AJ8831
 AJ8831.Superseded values are not recommended for survey control.
 AJ8831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8831.See file dsdata.txt to determine how the superseded data were derived.
 AJ8831
 AJ8831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4031918940(NAD 83)
 AJ8831_MARKER: DD = SURVEY DISK
 AJ8831_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8831_STAMPING: 7104 B 1996
 AJ8831_MARK LOGO: MNDT  
 AJ8831_PROJECTION: RECESSED 5 CENTIMETERS
 AJ8831_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8831+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8831_ROD/PIPE-DEPTH:  9.1 meters
 AJ8831
 AJ8831  HISTORY     - Date     Condition        Report By
 AJ8831  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8831
 AJ8831                          STATION DESCRIPTION
 AJ8831
 AJ8831'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8831'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SW OF BIG LAKE.  TO REACH THE
 AJ8831'MARK, GO 1.1 MI (1.8 KM) SW ALONG TH 25 FROM THE JCT OF TH 25 AND TH
 AJ8831'10 IN BIG LAKE TO TH 25 MP 70.6.  THE MARK, A DISK SET ON A DRIVEN
 AJ8831'ALUMINUM ROD, IS 87.0 FT (26.5 M) SE OF TH 25, 141.1 FT (43.0 M) EAST
 AJ8831'OF A P-POLE, 112.1 FT (34.2 M) SSW OF A P-POLE, 3.6 FT (1.1 M) NW OF A
 AJ8831'FENCE, 12.4 FT (3.8 M) NE OF A FENCE COR, AND 3.0 FT (0.9 M) NW OF A
 AJ8831'WIT POST.  THE MARK IS RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8832 ***********************************************************************
 AJ8832  DESIGNATION -  7104 C
 AJ8832  PID         -  AJ8832
 AJ8832  STATE/COUNTY-  MN/SHERBURNE
 AJ8832  USGS QUAD   -  BIG LAKE (1991)
 AJ8832
 AJ8832                         *CURRENT SURVEY CONTROL
 AJ8832  ___________________________________________________________________
 AJ8832* NAD 83(1996)-  45 19 52.57062(N)    093 44 46.18002(W)     ADJUSTED  
 AJ8832* NAVD 88     -       285.546  (meters)     936.83   (feet)  ADJUSTED  
 AJ8832  ___________________________________________________________________
 AJ8832  X           -    -293,468.601 (meters)                     COMP
 AJ8832  Y           -  -4,482,067.029 (meters)                     COMP
 AJ8832  Z           -   4,513,488.898 (meters)                     COMP
 AJ8832  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 AJ8832  ELLIP HEIGHT-         257.73  (meters)          (07/14/03) GPS OBS
 AJ8832  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AJ8832  DYNAMIC HT  -         285.531 (meters)     936.78  (feet)  COMP
 AJ8832  MODELED GRAV-     980,556.2   (mgal)                       NAVD 88
 AJ8832
 AJ8832  HORZ ORDER  -  FIRST
 AJ8832  VERT ORDER  -  SECOND    CLASS I
 AJ8832  ELLP ORDER  -  THIRD     CLASS II
 AJ8832
 AJ8832.The horizontal coordinates were established by GPS observations
 AJ8832.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8832
 AJ8832.The orthometric height was determined by differential leveling
 AJ8832.and adjusted by the National Geodetic Survey in August 2004..
 AJ8832
 AJ8832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8832
 AJ8832.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8832
 AJ8832.The ellipsoidal height was determined by GPS observations
 AJ8832.and is referenced to NAD 83.
 AJ8832
 AJ8832.The geoid height was determined by GEOID03.
 AJ8832
 AJ8832.The dynamic height is computed by dividing the NAVD 88
 AJ8832.geopotential number by the normal gravity value computed on the
 AJ8832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8832.degrees latitude (g = 980.6199 gals.).
 AJ8832
 AJ8832.The modeled gravity was interpolated from observed gravity values.
 AJ8832
 AJ8832;                    North         East     Units Scale Factor Converg.
 AJ8832;SPC MN S     -   359,072.981   819,899.233   MT  1.00002706   +0 10 40.5
 AJ8832;UTM  15      - 5,020,022.097   441,530.971   MT  0.99964203   -0 31 50.4
 AJ8832
 AJ8832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8832!SPC MN S     -   0.99995959  x   1.00002706  =   0.99998665
 AJ8832!UTM  15      -   0.99995959  x   0.99964203  =   0.99960164
 AJ8832
 AJ8832                          SUPERSEDED SURVEY CONTROL
 AJ8832
 AJ8832  NAVD 88 (07/14/03)  285.55   (m)          936.8    (f) LEVELING    3  
 AJ8832
 AJ8832.Superseded values are not recommended for survey control.
 AJ8832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8832.See file dsdata.txt to determine how the superseded data were derived.
 AJ8832
 AJ8832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4153120022(NAD 83)
 AJ8832_MARKER: DD = SURVEY DISK
 AJ8832_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8832_STAMPING: 7104 C 1996
 AJ8832_MARK LOGO: MNDT  
 AJ8832_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8832_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8832+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2001
 AJ8832_ROD/PIPE-DEPTH:  9.1 meters
 AJ8832
 AJ8832  HISTORY     - Date     Condition        Report By
 AJ8832  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8832  HISTORY     - 20010124 GOOD             MNDT
 AJ8832
 AJ8832                          STATION DESCRIPTION
 AJ8832
 AJ8832'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8832'THE MARK IS LOCATED IN BIG LAKE.  TO REACH THE MARK, GO 0.1 MI (0.2
 AJ8832'KM) SSW ALONG TH 25 FROM THE JCT OF TH 25 AND TH 10 IN BIG LAKE TO TH
 AJ8832'25 MP 71.6.  THE MARK, A DISK SET ON A DRIVEN ALUMINUM ROD, IS 45.0 FT
 AJ8832'(13.7 M) WNW OF TH 25, 44.4 FT (13.5 M) SSW OF THE SOUTH RAIL OF THE
 AJ8832'RR TRACKS, 43.0 FT (13.1 M) NORTH OF A R/W POST, 88.2 FT (26.9 M) WNW
 AJ8832'OF A P-POLE, 172.1 FT (52.5 M) NORTH OF A P-POLE, 61.3 FT (18.7 M) SW
 AJ8832'OF A RR CROSSING LIGHT, 109.6 FT (33.4 M) SOUTH OF A P-POLE, AND 3.0
 AJ8832'FT (0.9 M) EAST OF A WIT POST.  THE MARK IS RECESSED 0.1 FT (3.0 CM)
 AJ8832'BELOW THE GROUND.
 AJ8832
 AJ8832                          STATION RECOVERY (2001)
 AJ8832
 AJ8832'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 AJ8832'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN BIG LAKE,
 AJ8832'0.1 MI (0.2 KM) SSW ALONG TH 25 FROM JCT OF TH 25 AND TH 10 IN BIG
 AJ8832'LAKE, AT TH 25 MP 71.6, 45 FT (13.7 M) WNW OF TH 25, 44.4 FT (13.5 M)
 AJ8832'SSW OF SOUTH RAIL OF RR TRACKS, 43 FT (13.1 M) NORTH OF R/W POST, 88.2
 AJ8832'FT (26.9 M) WNW OF P-POLE, 172.1 FT (52.5 M) NORTH OF P-POLE, 61.3 FT
 AJ8832'(18.7 M) SW OF RR CROSSING LIGHT, 109.6 FT (33.4 M) SOUTH OF P-POLE, 3
 AJ8832'FT (0.9 M) EAST OF WIT POST, RECESSED 0.2 FT (6.1 CM) , MAGNETIC AND
 AJ8832'GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0970 ***********************************************************************
 AI0970  DESIGNATION -  7106 AA
 AI0970  PID         -  AI0970
 AI0970  STATE/COUNTY-  MN/SHERBURNE
 AI0970  USGS QUAD   -  LAKE FREMONT (1991)
 AI0970
 AI0970                         *CURRENT SURVEY CONTROL
 AI0970  ___________________________________________________________________
 AI0970* NAD 83(1986)-  45 26 40.     (N)    093 35 38.     (W)     SCALED    
 AI0970* NAVD 88     -       300.647  (meters)     986.37   (feet)  ADJUSTED  
 AI0970  ___________________________________________________________________
 AI0970  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AI0970  DYNAMIC HT  -         300.628 (meters)     986.31  (feet)  COMP
 AI0970  MODELED GRAV-     980,546.0   (mgal)                       NAVD 88
 AI0970
 AI0970  VERT ORDER  -  SECOND    CLASS I
 AI0970
 AI0970.The horizontal coordinates were scaled from a topographic map and have
 AI0970.an estimated accuracy of +/- 6 seconds.
 AI0970
 AI0970.The orthometric height was determined by differential leveling
 AI0970.and adjusted by the National Geodetic Survey in August 2004..
 AI0970.No vertical observational check was made to the station.
 AI0970
 AI0970.The geoid height was determined by GEOID03.
 AI0970
 AI0970.The dynamic height is computed by dividing the NAVD 88
 AI0970.geopotential number by the normal gravity value computed on the
 AI0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0970.degrees latitude (g = 980.6199 gals.).
 AI0970
 AI0970.The modeled gravity was interpolated from observed gravity values.
 AI0970
 AI0970;                    North         East    Units  Estimated Accuracy
 AI0970;SPC MN S     -   371,700.      831,770.      MT  (+/- 180 meters Scaled)
 AI0970
 AI0970                          SUPERSEDED SURVEY CONTROL
 AI0970
 AI0970.No superseded survey control is available for this station.
 AI0970
 AI0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL535324(NAD 83)
 AI0970_MARKER: DV = VERTICAL CONTROL DISK
 AI0970_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI0970+WITH SETTING: PAVEMENT
 AI0970_SP_SET: WATER TANK BASE
 AI0970_STAMPING: 7106 AA 1989
 AI0970_MARK LOGO: MNDT  
 AI0970_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0970+STABILITY: SURFACE MOTION
 AI0970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0970+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AI0970
 AI0970  HISTORY     - Date     Condition        Report By
 AI0970  HISTORY     - 1989     MONUMENTED       MNDT
 AI0970
 AI0970                          STATION DESCRIPTION
 AI0970
 AI0970'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0970'THE MARK IS LOCATED IN THE CITY OF ZIMMERMAN, AT THE CITY WATER TANK,
 AI0970'0.5 MILE (0.8 KM) WEST ALONG COUNTY ROAD 4 FROM ITS JUNCTION WITH
 AI0970'TRUNK HIGHWAY 169, THENCE 400 FEET (121.9 M) NORTH ALONG WEST FOURTH
 AI0970'STREET, AND IN THE SE 1/4 OF SECTION 8, T34N, R26W.  THE MARK IS 68.0
 AI0970'FEET (20.7 M) WEST OF AND ABOUT ONE FOOT HIGHER THAN THE CENTERLINE OF
 AI0970'WEST FOURTH STREET, 27.0 FEET (8.2 M) NORTH OF THE CENTERLINE OF
 AI0970'SECOND AVENUE (EXTENDED), 64.0 FEET (19.5 M) NORTHWEST OF A POWER
 AI0970'POLE, AND 1.5 FEET (0.5 M) EAST OF THE NORTHEAST LEG OF THE WATER
 AI0970'TANK.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AI0970'STAMPED---7106 AA 1989---, IS SET IN A DRILL HOLE IN THE CONCRETE BASE
 AI0970'OF THE NORTHEAST LEG OF THE CITY WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0971 ***********************************************************************
 AI0971  DESIGNATION -  7106 AB
 AI0971  PID         -  AI0971
 AI0971  STATE/COUNTY-  MN/SHERBURNE
 AI0971  USGS QUAD   -  LAKE FREMONT (1991)
 AI0971
 AI0971                         *CURRENT SURVEY CONTROL
 AI0971  ___________________________________________________________________
 AI0971* NAD 83(1996)-  45 27 16.98772(N)    093 35 08.33966(W)     ADJUSTED  
 AI0971* NAVD 88     -       300.585  (meters)     986.17   (feet)  ADJUSTED  
 AI0971  ___________________________________________________________________
 AI0971  X           -    -280,300.921 (meters)                     COMP
 AI0971  Y           -  -4,473,132.814 (meters)                     COMP
 AI0971  Z           -   4,523,134.643 (meters)                     COMP
 AI0971  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 AI0971  ELLIP HEIGHT-         272.56  (meters)          (08/29/02) GPS OBS
 AI0971  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AI0971  DYNAMIC HT  -         300.566 (meters)     986.11  (feet)  COMP
 AI0971  MODELED GRAV-     980,546.0   (mgal)                       NAVD 88
 AI0971
 AI0971  HORZ ORDER  -  FIRST
 AI0971  VERT ORDER  -  SECOND    CLASS I
 AI0971  ELLP ORDER  -  THIRD     CLASS II
 AI0971
 AI0971.The horizontal coordinates were established by GPS observations
 AI0971.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AI0971
 AI0971.The orthometric height was determined by differential leveling
 AI0971.and adjusted by the National Geodetic Survey in August 2004..
 AI0971
 AI0971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0971
 AI0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0971
 AI0971.The ellipsoidal height was determined by GPS observations
 AI0971.and is referenced to NAD 83.
 AI0971
 AI0971.The geoid height was determined by GEOID03.
 AI0971
 AI0971.The dynamic height is computed by dividing the NAVD 88
 AI0971.geopotential number by the normal gravity value computed on the
 AI0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0971.degrees latitude (g = 980.6199 gals.).
 AI0971
 AI0971.The modeled gravity was interpolated from observed gravity values.
 AI0971
 AI0971;                    North         East     Units Scale Factor Converg.
 AI0971;SPC MN S     -   372,844.907   832,412.579   MT  1.00006074   +0 17 25.5
 AI0971;UTM  15      - 5,033,632.711   454,208.397   MT  0.99962578   -0 25 02.6
 AI0971
 AI0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0971!SPC MN S     -   0.99995727  x   1.00006074  =   1.00001801
 AI0971!UTM  15      -   0.99995727  x   0.99962578  =   0.99958307
 AI0971
 AI0971                          SUPERSEDED SURVEY CONTROL
 AI0971
 AI0971  NAVD 88 (08/29/02)  300.59   (m)          986.2    (f) LEVELING    3  
 AI0971
 AI0971.Superseded values are not recommended for survey control.
 AI0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0971.See file dsdata.txt to determine how the superseded data were derived.
 AI0971
 AI0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5420833633(NAD 83)
 AI0971_MARKER: DV = VERTICAL CONTROL DISK
 AI0971_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0971_STAMPING: 7106 AB 1989
 AI0971_MARK LOGO: MNDT  
 AI0971_PROJECTION: FLUSH
 AI0971_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0971+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 AI0971_ROD/PIPE-DEPTH: 24.4 meters
 AI0971
 AI0971  HISTORY     - Date     Condition        Report By
 AI0971  HISTORY     - 1989     MONUMENTED       MNDT
 AI0971  HISTORY     - 20000926 GOOD             MNDT
 AI0971
 AI0971                          STATION DESCRIPTION
 AI0971
 AI0971'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0971'THE MARK IS LOCATED AT THE NORTH LIMITS OF THE CITY OF ZIMMERMAN, 0.75
 AI0971'MILE (1.21 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH
 AI0971'COUNTY ROAD 4 IN ZIMMERMAN, AT MILEPOINT 170.0, AND IN THE NW 1/4 OF
 AI0971'SECTION 9, T34N, R26W.  THE MARK IS 63.5 FEET (19.4 M) EAST OF AND
 AI0971'ABOUT 1-1/2 FEET HIGHER THAN THE CENTERLINE OF NORTHBOUND HIGHWAY 169,
 AI0971'95.5 FEET (29.1 M) WEST OF THE CENTERLINE OF A FRONTAGE ROAD, 58.6
 AI0971'FEET (17.9 M) NORTHEAST OF MILEPOST 170, AND 1.0 FOOT (0.3 M) SOUTH OF
 AI0971'A STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL
 AI0971'CONTROL MONUMENT DISK STAMPED---7106 AB 1989---, IS FORCED ONTO THE
 AI0971'TOP OF A DRIVEN 3/4-INCH DIAMETER BY 80 FOOT (24.4 M) LONG ALUMINUM
 AI0971'ALLOY ROD AND PROJECTS 0.1 FOOT (3.0 CM) ABOVE THE GROUND.
 AI0971
 AI0971                          STATION RECOVERY (2000)
 AI0971
 AI0971'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AI0971'THE MARK WAS RECOVERED AT NORTH LIMITS OF ZIMMERMAN, 0.75 MI (1.21 KM)
 AI0971'NORTH ON TH 169 FROM JCT OF CO RD 4, 63.5 FT (19.4 M) EAST OF NB TH
 AI0971'169, 95.5 FT (29.1 M) WEST OF FRONTAGE RD, 58.6 FT (17.9 M) NE OF
 AI0971'MILEPOST 170, 1 FT (0.3 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0973 ***********************************************************************
 AI0973  DESIGNATION -  7106 AC
 AI0973  PID         -  AI0973
 AI0973  STATE/COUNTY-  MN/SHERBURNE
 AI0973  USGS QUAD   -  LAKE FREMONT (1991)
 AI0973
 AI0973                         *CURRENT SURVEY CONTROL
 AI0973  ___________________________________________________________________
 AI0973* NAD 83(1996)-  45 28 26.00064(N)    093 34 55.39496(W)     ADJUSTED  
 AI0973* NAVD 88     -       301.312  (meters)     988.55   (feet)  ADJUSTED  
 AI0973  ___________________________________________________________________
 AI0973  X           -    -279,925.339 (meters)                     COMP
 AI0973  Y           -  -4,471,635.104 (meters)                     COMP
 AI0973  Z           -   4,524,629.545 (meters)                     COMP
 AI0973  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 AI0973  ELLIP HEIGHT-         273.31  (meters)          (08/29/02) GPS OBS
 AI0973  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AI0973  DYNAMIC HT  -         301.294 (meters)     988.50  (feet)  COMP
 AI0973  MODELED GRAV-     980,547.9   (mgal)                       NAVD 88
 AI0973
 AI0973  HORZ ORDER  -  FIRST
 AI0973  VERT ORDER  -  SECOND    CLASS I
 AI0973  ELLP ORDER  -  THIRD     CLASS II
 AI0973
 AI0973.The horizontal coordinates were established by GPS observations
 AI0973.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AI0973
 AI0973.The orthometric height was determined by differential leveling
 AI0973.and adjusted by the National Geodetic Survey in August 2004..
 AI0973
 AI0973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0973
 AI0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0973
 AI0973.The ellipsoidal height was determined by GPS observations
 AI0973.and is referenced to NAD 83.
 AI0973
 AI0973.The geoid height was determined by GEOID03.
 AI0973
 AI0973.The dynamic height is computed by dividing the NAVD 88
 AI0973.geopotential number by the normal gravity value computed on the
 AI0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0973.degrees latitude (g = 980.6199 gals.).
 AI0973
 AI0973.The modeled gravity was interpolated from observed gravity values.
 AI0973
 AI0973;                    North         East     Units Scale Factor Converg.
 AI0973;SPC MN S     -   374,977.045   832,682.960   MT  1.00006639   +0 17 34.6
 AI0973;UTM  15      - 5,035,760.414   454,504.969   MT  0.99962545   -0 24 53.9
 AI0973
 AI0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0973!SPC MN S     -   0.99995715  x   1.00006639  =   1.00002354
 AI0973!UTM  15      -   0.99995715  x   0.99962545  =   0.99958262
 AI0973
 AI0973:                Primary Azimuth Mark                     Grid Az
 AI0973:SPC MN S     -  7106 AD                                  001 22 01.1
 AI0973:UTM  15      -  7106 AD                                  002 04 29.6
 AI0973
 AI0973|---------------------------------------------------------------------|
 AI0973| PID    Reference Object                     Distance      Geod. Az  |
 AI0973|                                                           dddmmss.s |
 AI0973| AI0975 7106 AD                             APPROX. 1.9 KM 0013935.7 |
 AI0973| DE6984 CANT                                APPROX. 0.6 KM 3573631.0 |
 AI0973|---------------------------------------------------------------------|
 AI0973
 AI0973                          SUPERSEDED SURVEY CONTROL
 AI0973
 AI0973  NAVD 88 (08/29/02)  301.31   (m)          988.5    (f) LEVELING    3  
 AI0973
 AI0973.Superseded values are not recommended for survey control.
 AI0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0973.See file dsdata.txt to determine how the superseded data were derived.
 AI0973
 AI0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5450535760(NAD 83)
 AI0973_MARKER: DV = VERTICAL CONTROL DISK
 AI0973_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0973_STAMPING: 7106 AC 1989
 AI0973_MARK LOGO: MNDT  
 AI0973_PROJECTION: FLUSH
 AI0973_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0973+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 AI0973_ROD/PIPE-DEPTH: 24.4 meters
 AI0973
 AI0973  HISTORY     - Date     Condition        Report By
 AI0973  HISTORY     - 1989     MONUMENTED       MNDT
 AI0973  HISTORY     - 20000926 GOOD             MNDT
 AI0973
 AI0973                          STATION DESCRIPTION
 AI0973
 AI0973'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0973'THE MARK IS LOCATED ABOUT 1-1/3 MILES NORTH OF THE CITY OF ZIMMERMAN,
 AI0973'2.1 MILES (3.4 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION
 AI0973'WITH COUNTY ROAD 4 IN ZIMMERMAN, AT MILEPOINT 171.35, AND IN THE SE
 AI0973'1/4 OF SECTION 33, T35N, R26W.  THE MARK IS 51.5 FEET (15.7 M) EAST OF
 AI0973'AND ABOUT 3 FEET (0.9 M) LOWER THAN THE CENTERLINE OF NORTHBOUND
 AI0973'HIGHWAY 169, 104.5 FEET (31.9 M) SOUTH-SOUTHWEST OF A POWER POLE,
 AI0973'180.0 FEET (54.9 M) NORTH-NORTHWEST OF A POWER POLE, 17.0 FEET (5.2 M)
 AI0973'WEST-SOUTHWEST OF AN UNDERGROUND CABLE MARKER POST, AND 1.0 FOOT (0.3
 AI0973'M) SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT
 AI0973'VERTICAL CONTROL MONUMENT DISK STAMPED---7106 AC 1989---, IS FORCED
 AI0973'ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 80 FOOT (24.4 M) LONG
 AI0973'ALUMINUM ALLOY ROD AND PROJECTS 0.1 FOOT (3.0 CM) ABOVE THE GROUND.
 AI0973
 AI0973                          STATION RECOVERY (2000)
 AI0973
 AI0973'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AI0973'THE MARK WAS RECOVERED 1.3 MI (2.1 KM) NORTH OF ZIMMERMAN, 2.1 MI (3.4
 AI0973'KM) NORTH ON TH 169
 AI0973'FROM JCT OF CO RD 4, 51.5 FT (15.7 M) EAST OF NB TH 169, AT TH 169 MP
 AI0973'171.35, 104.5 FT (31.9 M) SSW
 AI0973'OF P-POLE, 180 FT (54.9 M) NNW OF P-POLE, 17 FT (5.2 M) WSW OF CABLE
 AI0973'MARKER POST, 1 FT (0.3 M)
 AI0973'SOUTH OF WIT POST.
 AI0973'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0975 ***********************************************************************
 AI0975  DESIGNATION -  7106 AD
 AI0975  PID         -  AI0975
 AI0975  STATE/COUNTY-  MN/SHERBURNE
 AI0975  USGS QUAD   -  LAKE FREMONT (1991)
 AI0975
 AI0975                         *CURRENT SURVEY CONTROL
 AI0975  ___________________________________________________________________
 AI0975* NAD 83(1996)-  45 29 26.48511(N)    093 34 52.90290(W)     ADJUSTED  
 AI0975* NAVD 88     -       297.363  (meters)     975.60   (feet)  ADJUSTED  
 AI0975  ___________________________________________________________________
 AI0975  X           -    -279,787.968 (meters)                     COMP
 AI0975  Y           -  -4,470,306.824 (meters)                     COMP
 AI0975  Z           -   4,525,936.025 (meters)                     COMP
 AI0975  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 AI0975  ELLIP HEIGHT-         269.38  (meters)          (08/29/02) GPS OBS
 AI0975  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AI0975  DYNAMIC HT  -         297.346 (meters)     975.54  (feet)  COMP
 AI0975  MODELED GRAV-     980,550.9   (mgal)                       NAVD 88
 AI0975
 AI0975  HORZ ORDER  -  FIRST
 AI0975  VERT ORDER  -  SECOND    CLASS I
 AI0975  ELLP ORDER  -  THIRD     CLASS II
 AI0975
 AI0975.The horizontal coordinates were established by GPS observations
 AI0975.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AI0975
 AI0975.The orthometric height was determined by differential leveling
 AI0975.and adjusted by the National Geodetic Survey in August 2004..
 AI0975
 AI0975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0975
 AI0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0975
 AI0975.The ellipsoidal height was determined by GPS observations
 AI0975.and is referenced to NAD 83.
 AI0975
 AI0975.The geoid height was determined by GEOID03.
 AI0975
 AI0975.The dynamic height is computed by dividing the NAVD 88
 AI0975.geopotential number by the normal gravity value computed on the
 AI0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0975.degrees latitude (g = 980.6199 gals.).
 AI0975
 AI0975.The modeled gravity was interpolated from observed gravity values.
 AI0975
 AI0975;                    North         East     Units Scale Factor Converg.
 AI0975;SPC MN S     -   376,844.736   832,727.529   MT  1.00007144   +0 17 36.4
 AI0975;UTM  15      - 5,037,626.584   454,572.581   MT  0.99962537   -0 24 52.6
 AI0975
 AI0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0975!SPC MN S     -   0.99995777  x   1.00007144  =   1.00002921
 AI0975!UTM  15      -   0.99995777  x   0.99962537  =   0.99958315
 AI0975
 AI0975:                Primary Azimuth Mark                     Grid Az
 AI0975:SPC MN S     -  7106 AC                                  181 22 01.1
 AI0975:UTM  15      -  7106 AC                                  182 04 30.1
 AI0975
 AI0975|---------------------------------------------------------------------|
 AI0975| PID    Reference Object                     Distance      Geod. Az  |
 AI0975|                                                           dddmmss.s |
 AI0975| AI0973 7106 AC                             APPROX. 1.9 KM 1813937.5 |
 AI0975|---------------------------------------------------------------------|
 AI0975
 AI0975                          SUPERSEDED SURVEY CONTROL
 AI0975
 AI0975  NAVD 88 (08/29/02)  297.36   (m)          975.6    (f) LEVELING    3  
 AI0975
 AI0975.Superseded values are not recommended for survey control.
 AI0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0975.See file dsdata.txt to determine how the superseded data were derived.
 AI0975
 AI0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5457337627(NAD 83)
 AI0975_MARKER: DV = VERTICAL CONTROL DISK
 AI0975_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0975_STAMPING: 7106 AD 1989
 AI0975_MARK LOGO: MNDT  
 AI0975_PROJECTION: RECESSED 5 CENTIMETERS
 AI0975_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0975+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 AI0975_ROD/PIPE-DEPTH: 16.8 meters
 AI0975
 AI0975  HISTORY     - Date     Condition        Report By
 AI0975  HISTORY     - 1989     MONUMENTED       MNDT
 AI0975  HISTORY     - 20000926 GOOD             MNDT
 AI0975
 AI0975                          STATION DESCRIPTION
 AI0975
 AI0975'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0975'THE MARK IS LOCATED ABOUT 2-1/2 MILES NORTH OF THE CITY OF ZIMMERMAN,
 AI0975'3.3 MILES (5.3 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION
 AI0975'WITH COUNTY ROAD 4 IN ZIMMERMAN, AT MILEPOINT 172.5, AND IN THE SE 1/4
 AI0975'OF SECTION 28, T35N, R26W.  THE MARK IS 62.0 FEET (18.9 M) EAST OF AND
 AI0975'ABOUT 1 FOOT (0.3 M) LOWER THAN THE CENTERLINE OF NORTHBOUND HIGHWAY
 AI0975'169, 80.0 FEET (24.4 M) NORTH-NORTHWEST OF A POWER POLE, 104.5 FEET
 AI0975'(31.9 M) NORTHWEST OF A POWER POLE , 250 FEET (76.2 M) NORTH OF THE
 AI0975'CENTER OF AN ENTRANCE, AND 1.0 FOOT (0.3 M) WEST OF A STEEL WITNESS
 AI0975'POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT
 AI0975'DISK STAMPED---7106 AD 1989---, IS FORCED ONTO THE TOP OF A DRIVEN
 AI0975'3/4-INCH DIAMETER BY 55 FOOT (16.8 M) LONG ALUMINUM ALLOY ROD AND IS
 AI0975'FLUSH WITH THE GROUND.
 AI0975
 AI0975                          STATION RECOVERY (2000)
 AI0975
 AI0975'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AI0975'THE MARK WAS RECOVERED 2.5 MI (4.0 KM) NORTH OF ZIMMERMAN, 3.3 MI (5.3
 AI0975'KM) NORTH ON TH 169 FROM JCT OF CO RD 4, 62 FT (18.9 M) EAST OF NB TH
 AI0975'169, AT TH 169 MP 172.5, 80 FT (24.4 M) NNW OF P-POLE, 104.5 FT (31.9
 AI0975'M) NMW OF P-POLE, 250 FT (76.2 M) NORTH OF ENT, 1 FT (0.3 M) WEST OF
 AI0975'WIT POST, RECESSED 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0976 ***********************************************************************
 AI0976  DESIGNATION -  7106 AE
 AI0976  PID         -  AI0976
 AI0976  STATE/COUNTY-  MN/SHERBURNE
 AI0976  USGS QUAD   -  PRINCETON (1982)
 AI0976
 AI0976                         *CURRENT SURVEY CONTROL
 AI0976  ___________________________________________________________________
 AI0976* NAD 83(1996)-  45 30 40.98790(N)    093 34 56.33261(W)     ADJUSTED  
 AI0976* NAVD 88     -       293.774  (meters)     963.82   (feet)  ADJUSTED  
 AI0976  ___________________________________________________________________
 AI0976  X           -    -279,759.631 (meters)                     COMP
 AI0976  Y           -  -4,468,662.242 (meters)                     COMP
 AI0976  Z           -   4,527,545.684 (meters)                     COMP
 AI0976  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 AI0976  ELLIP HEIGHT-         265.82  (meters)          (08/29/02) GPS OBS
 AI0976  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AI0976  DYNAMIC HT  -         293.758 (meters)     963.77  (feet)  COMP
 AI0976  MODELED GRAV-     980,555.3   (mgal)                       NAVD 88
 AI0976
 AI0976  HORZ ORDER  -  FIRST
 AI0976  VERT ORDER  -  SECOND    CLASS I
 AI0976  ELLP ORDER  -  THIRD     CLASS II
 AI0976
 AI0976.The horizontal coordinates were established by GPS observations
 AI0976.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AI0976
 AI0976.The orthometric height was determined by differential leveling
 AI0976.and adjusted by the National Geodetic Survey in August 2004..
 AI0976
 AI0976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0976
 AI0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0976
 AI0976.The ellipsoidal height was determined by GPS observations
 AI0976.and is referenced to NAD 83.
 AI0976
 AI0976.The geoid height was determined by GEOID03.
 AI0976
 AI0976.The dynamic height is computed by dividing the NAVD 88
 AI0976.geopotential number by the normal gravity value computed on the
 AI0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0976.degrees latitude (g = 980.6199 gals.).
 AI0976
 AI0976.The modeled gravity was interpolated from observed gravity values.
 AI0976
 AI0976;                    North         East     Units Scale Factor Converg.
 AI0976;SPC MN S     -   379,144.596   832,641.297   MT  1.00007777   +0 17 34.0
 AI0976;UTM  15      - 5,039,926.300   454,514.805   MT  0.99962544   -0 24 55.5
 AI0976
 AI0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0976!SPC MN S     -   0.99995833  x   1.00007777  =   1.00003609
 AI0976!UTM  15      -   0.99995833  x   0.99962544  =   0.99958378
 AI0976
 AI0976:                Primary Azimuth Mark                     Grid Az
 AI0976:SPC MN S     -  7106 K                                   357 32 26.3
 AI0976:UTM  15      -  7106 K                                   358 14 55.8
 AI0976
 AI0976|---------------------------------------------------------------------|
 AI0976| PID    Reference Object                     Distance      Geod. Az  |
 AI0976|                                                           dddmmss.s |
 AI0976| AI0977 7106 K                              APPROX. 1.3 KM 3575000.3 |
 AI0976|---------------------------------------------------------------------|
 AI0976
 AI0976                          SUPERSEDED SURVEY CONTROL
 AI0976
 AI0976  NAVD 88 (08/29/02)  293.77   (m)          963.8    (f) LEVELING    3  
 AI0976
 AI0976.Superseded values are not recommended for survey control.
 AI0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0976.See file dsdata.txt to determine how the superseded data were derived.
 AI0976
 AI0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5451539926(NAD 83)
 AI0976_MARKER: DV = VERTICAL CONTROL DISK
 AI0976_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0976_STAMPING: 7106 AE 1989
 AI0976_MARK LOGO: MNDT  
 AI0976_PROJECTION: RECESSED 3 CENTIMETERS
 AI0976_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0976+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 AI0976_ROD/PIPE-DEPTH: 28.0 meters
 AI0976
 AI0976  HISTORY     - Date     Condition        Report By
 AI0976  HISTORY     - 1989     MONUMENTED       MNDT
 AI0976  HISTORY     - 20000926 GOOD             MNDT
 AI0976
 AI0976                          STATION DESCRIPTION
 AI0976
 AI0976'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0976'THE MARK IS LOCATED ABOUT 4 MILES (6.4 KM) NORTH OF THE CITY OF
 AI0976'ZIMMERMAN, 4.7 MILES (7.6 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS
 AI0976'JUNCTION WITH COUNTY ROAD 4 IN ZIMMERMAN, AT MILEPOINT 173.9, AND IN
 AI0976'THE NE 1/4 OF SECTION 21, T35N, R26W.  THE MARK IS 40.0 FEET (12.2 M)
 AI0976'EAST OF AND ABOUT 1-1/2 FEET LOWER THAN THE CENTERLINE OF NORTHBOUND
 AI0976'HIGHWAY 169, 400 FEET (121.9 M) SOUTH-SOUTHEAST OF MILEPOST 174, AND
 AI0976'2.0 FEET (0.6 M) WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AI0976'MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---7106 AE
 AI0976'1989---, IS FORCED ONTO THE TOP OF A DRIVEN (TO REFUSAL ) 3/4-INCH
 AI0976'DIAMETER BY 92 FOOT (28.0 M) LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH
 AI0976'THE GROUND.
 AI0976
 AI0976                          STATION RECOVERY (2000)
 AI0976
 AI0976'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AI0976'THE MARK WAS RECOVERED 4 MI (6.4 KM) NORTH OF ZIMMERMAN, 4.7 MI (7.6
 AI0976'KM) NORTH ON TH 169 FROM JCT OF TH 169 AND CO RD 4, 40 FT (12.2 M)
 AI0976'EAST OF NB TH 169, AT TH 169 MP 173.9, 400 FT (121.9 M) SSE OF TH 169
 AI0976'MILEPOST 174, 2 FT (0.6 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0978 ***********************************************************************
 AI0978  DESIGNATION -  7106 AF
 AI0978  PID         -  AI0978
 AI0978  STATE/COUNTY-  MN/SHERBURNE
 AI0978  USGS QUAD   -  PRINCETON (1982)
 AI0978
 AI0978                         *CURRENT SURVEY CONTROL
 AI0978  ___________________________________________________________________
 AI0978* NAD 83(1996)-  45 32 14.10164(N)    093 35 01.02489(W)     ADJUSTED  
 AI0978* NAVD 88     -       293.605  (meters)     963.27   (feet)  ADJUSTED  
 AI0978  ___________________________________________________________________
 AI0978  X           -    -279,733.066 (meters)                     COMP
 AI0978  Y           -  -4,466,608.510 (meters)                     COMP
 AI0978  Z           -   4,529,559.717 (meters)                     COMP
 AI0978  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 AI0978  ELLIP HEIGHT-         265.72  (meters)          (08/29/02) GPS OBS
 AI0978  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AI0978  DYNAMIC HT  -         293.592 (meters)     963.23  (feet)  COMP
 AI0978  MODELED GRAV-     980,562.6   (mgal)                       NAVD 88
 AI0978
 AI0978  HORZ ORDER  -  FIRST
 AI0978  VERT ORDER  -  SECOND    CLASS I
 AI0978  ELLP ORDER  -  THIRD     CLASS II
 AI0978
 AI0978.The horizontal coordinates were established by GPS observations
 AI0978.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AI0978
 AI0978.The orthometric height was determined by differential leveling
 AI0978.and adjusted by the National Geodetic Survey in August 2004..
 AI0978
 AI0978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0978
 AI0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0978
 AI0978.The ellipsoidal height was determined by GPS observations
 AI0978.and is referenced to NAD 83.
 AI0978
 AI0978.The geoid height was determined by GEOID03.
 AI0978
 AI0978.The dynamic height is computed by dividing the NAVD 88
 AI0978.geopotential number by the normal gravity value computed on the
 AI0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0978.degrees latitude (g = 980.6199 gals.).
 AI0978
 AI0978.The modeled gravity was interpolated from observed gravity values.
 AI0978
 AI0978;                    North         East     Units Scale Factor Converg.
 AI0978;SPC MN S     -   382,018.955   832,524.795   MT  1.00008588   +0 17 30.7
 AI0978;UTM  15      - 5,042,800.567   454,433.881   MT  0.99962553   -0 24 59.5
 AI0978
 AI0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0978!SPC MN S     -   0.99995834  x   1.00008588  =   1.00004422
 AI0978!UTM  15      -   0.99995834  x   0.99962553  =   0.99958389
 AI0978
 AI0978:                Primary Azimuth Mark                     Grid Az
 AI0978:SPC MN S     -  7106 K                                   177 47 48.2
 AI0978:UTM  15      -  7106 K                                   178 30 18.4
 AI0978
 AI0978|---------------------------------------------------------------------|
 AI0978| PID    Reference Object                     Distance      Geod. Az  |
 AI0978|                                                           dddmmss.s |
 AI0978| AI0977 7106 K                              APPROX. 1.6 KM 1780518.9 |
 AI0978|---------------------------------------------------------------------|
 AI0978
 AI0978                          SUPERSEDED SURVEY CONTROL
 AI0978
 AI0978  NAVD 88 (08/29/02)  293.62   (m)          963.3    (f) LEVELING    3  
 AI0978
 AI0978.Superseded values are not recommended for survey control.
 AI0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0978.See file dsdata.txt to determine how the superseded data were derived.
 AI0978
 AI0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5443442801(NAD 83)
 AI0978_MARKER: DV = VERTICAL CONTROL DISK
 AI0978_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0978_STAMPING: 7106 AF 1989
 AI0978_MARK LOGO: MNDT  
 AI0978_PROJECTION: FLUSH
 AI0978_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0978+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 AI0978_ROD/PIPE-DEPTH: 24.4 meters
 AI0978
 AI0978  HISTORY     - Date     Condition        Report By
 AI0978  HISTORY     - 1989     MONUMENTED       MNDT
 AI0978  HISTORY     - 20000926 GOOD             MNDT
 AI0978
 AI0978                          STATION DESCRIPTION
 AI0978
 AI0978'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0978'THE MARK IS LOCATED ABOUT 1-1/2 MILES SOUTH OF THE CITY OF PRINCETON,
 AI0978'3.1 MILES (5.0 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION
 AI0978'WITH TRUNK HIGHWAY 95 IN PRINCETON, ON HIGHWAY 169 RIGHT-OF-WAY AT
 AI0978'MILEPOINT 175.75, AND IN THE SW 1/4 OF SECTION 9, T35N, R26W.  THE
 AI0978'MARK IS 69.0 FEET (21.0 M) WEST OF AND ABOUT 1/2 FOOT HIGHER THAN THE
 AI0978'NORTHBOUND CENTERLINE OF HIGHWAY 169, 82.0 FEET (25.0 M) EAST OF THE
 AI0978'SOUTHBOUND CENTERLINE OF HIGHWAY 169, 68.0 FEET (20.7 M) SOUTH OF THE
 AI0978'CENTERLINE OF COUNTY ROAD 32 (313TH STREET), AND 1.2 FEET (0.4 M)
 AI0978'NORTH OF A STEEL WITNESS POST.  THE MARK , A STANDARD MAGNETIC MNDT
 AI0978'VERTICAL CONTROL MONUMENT DISK STAMPED---7106 AF 1989---, IS FORCED
 AI0978'ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 80 FOOT (24.4 M) LONG
 AI0978'ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.
 AI0978
 AI0978                          STATION RECOVERY (2000)
 AI0978
 AI0978'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AI0978'THE MARK WAS RECOVERED 1.5 MI (2.4 KM) SOUTH OF PRINCETON, 3.1 MI (5.0
 AI0978'KM) SOUTH OF JCT OF TH 169 AND TH 95, 69 FT (21.0 M) WEST OF NB TH
 AI0978'169, AT TH 169 MP 175.75, 82 FT (25.0 M) EAST OF SB TH 169, 68 FT
 AI0978'(20.7 M) SOUTH OF CO RD 32 (313TH ST) , 1.2 FT (0.4 M) NORTH OF WIT
 AI0978'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0979 ***********************************************************************
 AI0979  DESIGNATION -  7106 AG
 AI0979  PID         -  AI0979
 AI0979  STATE/COUNTY-  MN/SHERBURNE
 AI0979  USGS QUAD   -  PRINCETON (1982)
 AI0979
 AI0979                         *CURRENT SURVEY CONTROL
 AI0979  ___________________________________________________________________
 AI0979* NAD 83(1986)-  45 33 10.     (N)    093 35 09.     (W)     SCALED    
 AI0979* NAVD 88     -       302.440  (meters)     992.26   (feet)  ADJUSTED  
 AI0979  ___________________________________________________________________
 AI0979  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AI0979  DYNAMIC HT  -         302.428 (meters)     992.22  (feet)  COMP
 AI0979  MODELED GRAV-     980,567.3   (mgal)                       NAVD 88
 AI0979
 AI0979  VERT ORDER  -  SECOND    CLASS I
 AI0979
 AI0979.The horizontal coordinates were scaled from a topographic map and have
 AI0979.an estimated accuracy of +/- 6 seconds.
 AI0979
 AI0979.The orthometric height was determined by differential leveling
 AI0979.and adjusted by the National Geodetic Survey in August 2004..
 AI0979
 AI0979.The geoid height was determined by GEOID03.
 AI0979
 AI0979.The dynamic height is computed by dividing the NAVD 88
 AI0979.geopotential number by the normal gravity value computed on the
 AI0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0979.degrees latitude (g = 980.6199 gals.).
 AI0979
 AI0979.The modeled gravity was interpolated from observed gravity values.
 AI0979
 AI0979;                    North         East    Units  Estimated Accuracy
 AI0979;SPC MN S     -   383,740.      832,340.      MT  (+/- 180 meters Scaled)
 AI0979
 AI0979                          SUPERSEDED SURVEY CONTROL
 AI0979
 AI0979.No superseded survey control is available for this station.
 AI0979
 AI0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL542445(NAD 83)
 AI0979_MARKER: DV = VERTICAL CONTROL DISK
 AI0979_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI0979_SP_SET: BRIDGE ABUTMENT
 AI0979_STAMPING: 7106 AG 1989
 AI0979_MARK LOGO: MNDT  
 AI0979_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0979+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AI0979
 AI0979  HISTORY     - Date     Condition        Report By
 AI0979  HISTORY     - 1989     MONUMENTED       MNDT
 AI0979
 AI0979                          STATION DESCRIPTION
 AI0979
 AI0979'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0979'THE MARK IS LOCATED ABOUT 1/2 MILE SOUTH OF THE CITY OF PRINCETON, 1.9
 AI0979'MILES (3.1 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH
 AI0979'TRUNK HIGHWAY 95 IN PRINCETON, AT THE HIGHWAY 169 BRIDGE OVER LAGRANDE
 AI0979'AVENUE, AT MILEPOINT 176.9, AND IN THE NW 1/4 OF SECTION 4, T35N,
 AI0979'R26W.  THE MARK IS 26.2 FEET (8.0 M) EAST-NORTHEAST OF AND ABOUT 1/2
 AI0979'FOOT HIGHER THAN THE NORTHBOUND CENTERLINE OF HIGHWAY 169. THE MARK, A
 AI0979'STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---7106
 AI0979'AG 1989---, IS SET IN ABUTMENT AT THE SOUTHEAST CORNER OF BRIDGE
 AI0979'NUMBER 71008 (HIGHWAY 169 OVER LAGRANDE AVENUE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0956 ***********************************************************************
 AI0956  DESIGNATION -  7106 B
 AI0956  PID         -  AI0956
 AI0956  STATE/COUNTY-  MN/SHERBURNE
 AI0956  USGS QUAD   -  ELK RIVER (1993)
 AI0956
 AI0956                         *CURRENT SURVEY CONTROL
 AI0956  ___________________________________________________________________
 AI0956* NAD 83(1986)-  45 17 36.     (N)    093 33 14.     (W)     SCALED    
 AI0956* NAVD 88     -       272.727  (meters)     894.77   (feet)  ADJUSTED  
 AI0956  ___________________________________________________________________
 AI0956  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AI0956  DYNAMIC HT  -         272.704 (meters)     894.70  (feet)  COMP
 AI0956  MODELED GRAV-     980,525.5   (mgal)                       NAVD 88
 AI0956
 AI0956  VERT ORDER  -  SECOND    CLASS I
 AI0956
 AI0956.The horizontal coordinates were scaled from a topographic map and have
 AI0956.an estimated accuracy of +/- 6 seconds.
 AI0956
 AI0956.The orthometric height was determined by differential leveling
 AI0956.and adjusted by the National Geodetic Survey in August 2004..
 AI0956.No vertical observational check was made to the station.
 AI0956
 AI0956.The geoid height was determined by GEOID03.
 AI0956
 AI0956.The dynamic height is computed by dividing the NAVD 88
 AI0956.geopotential number by the normal gravity value computed on the
 AI0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0956.degrees latitude (g = 980.6199 gals.).
 AI0956
 AI0956.The modeled gravity was interpolated from observed gravity values.
 AI0956
 AI0956;                    North         East    Units  Estimated Accuracy
 AI0956;SPC MN S     -   354,920.      835,000.      MT  (+/- 180 meters Scaled)
 AI0956
 AI0956                          SUPERSEDED SURVEY CONTROL
 AI0956
 AI0956.No superseded survey control is available for this station.
 AI0956
 AI0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL565156(NAD 83)
 AI0956_MARKER: DB = BENCH MARK DISK
 AI0956_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI0956_SP_SET: BRIDGE ABUTMENT
 AI0956_STAMPING: 7106 B 1962
 AI0956_MARK LOGO: MNDT  
 AI0956_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0956+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 AI0956
 AI0956  HISTORY     - Date     Condition        Report By
 AI0956  HISTORY     - 1962     MONUMENTED       MNDT
 AI0956  HISTORY     - 19891030 GOOD             MNDT
 AI0956  HISTORY     - 20051112 GOOD             USPSQD
 AI0956
 AI0956                          STATION DESCRIPTION
 AI0956
 AI0956'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0956'THE MARK IS LOCATED ABOUT 3/4 MILE SOUTEAST OF THE CITY OF ELK RIVER,
 AI0956'0.4 MILE (0.6 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH
 AI0956'TRUNK HIGHWAYS 10 AND 101 SOUTHEAST OF ELK RIVER, AT THE BURLINGTON
 AI0956'NORTHERN RAILWAY OVERPASS, AND IN THE NE 1/4 OF SECTION 3, T32N R26W.
 AI0956'THE MARK IS 8.4 FEET (2.6 M) SOUTH OF AND ABOUT LEVEL WITH THE SOUTH
 AI0956'RAIL OF THE RAILWAY, 16.1 FEET (4.9 M) NORTHWEST OF THE SOUTHEAST
 AI0956'CORNER OF THE BRIDGE.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AI0956'STAMPED---7106 B 1962---, IS SET IN THE ABUTMENT AT THE SOUTHEAST
 AI0956'CORNER OF BRIDGE NUMBER 9480.
 AI0956
 AI0956                          STATION RECOVERY (2005)
 AI0956
 AI0956'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 AI0956'STATION IS IN SE ABUTMENT OF BRIDGE NUMBER 9480.  INDICATION OF
 AI0956'DISTANCE FROM CORNER OF BRIDGE IS NOT ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0962 ***********************************************************************
 AI0962  DESIGNATION -  7106 E
 AI0962  PID         -  AI0962
 AI0962  STATE/COUNTY-  MN/SHERBURNE
 AI0962  USGS QUAD   -  LAKE FREMONT (1991)
 AI0962
 AI0962                         *CURRENT SURVEY CONTROL
 AI0962  ___________________________________________________________________
 AI0962* NAD 83(1986)-  45 22 40.     (N)    093 33 55.     (W)     SCALED    
 AI0962* NAVD 88     -       310.046  (meters)    1017.21   (feet)  ADJUSTED  
 AI0962  ___________________________________________________________________
 AI0962  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AI0962  DYNAMIC HT  -         310.024 (meters)    1017.14  (feet)  COMP
 AI0962  MODELED GRAV-     980,536.7   (mgal)                       NAVD 88
 AI0962
 AI0962  VERT ORDER  -  SECOND    CLASS I
 AI0962
 AI0962.The horizontal coordinates were scaled from a topographic map and have
 AI0962.an estimated accuracy of +/- 6 seconds.
 AI0962
 AI0962.The orthometric height was determined by differential leveling
 AI0962.and adjusted by the National Geodetic Survey in August 2004..
 AI0962
 AI0962.The geoid height was determined by GEOID03.
 AI0962
 AI0962.The dynamic height is computed by dividing the NAVD 88
 AI0962.geopotential number by the normal gravity value computed on the
 AI0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0962.degrees latitude (g = 980.6199 gals.).
 AI0962
 AI0962.The modeled gravity was interpolated from observed gravity values.
 AI0962
 AI0962;                    North         East    Units  Estimated Accuracy
 AI0962;SPC MN S     -   364,300.      834,050.      MT  (+/- 180 meters Scaled)
 AI0962
 AI0962                          SUPERSEDED SURVEY CONTROL
 AI0962
 AI0962.No superseded survey control is available for this station.
 AI0962
 AI0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL557250(NAD 83)
 AI0962_MARKER: DB = BENCH MARK DISK
 AI0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0962_STAMPING: 7106 E 1973
 AI0962_MARK LOGO: MNDT  
 AI0962_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0962+STABILITY: SURFACE MOTION
 AI0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0962+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 AI0962
 AI0962  HISTORY     - Date     Condition        Report By
 AI0962  HISTORY     - 1973     MONUMENTED       MNDT
 AI0962  HISTORY     - 19891030 GOOD             MNDT
 AI0962
 AI0962                          STATION DESCRIPTION
 AI0962
 AI0962'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0962'THE MARK IS LOCATED ABOUT 4 MILES (6.4 KM) SOUTH-SOUTHEAST OF THE CITY
 AI0962'OF ZIMMERMAN, 4.85 MILES (7.81 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM
 AI0962'ITS JUNCTION WITH COUNTY ROAD 4 IN ZIMMERMAN, AT MILEPOINT 164.3, AND
 AI0962'IN THE SW 1/4 OF SECTION 3, T33N, R26W.  THE MARK IS 44.5 FEET (13.6
 AI0962'M) WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF SOUTHBOUND HIGHWAY
 AI0962'169, 206 FEET (62.8 M) SOUTH OF THE CENTER OF AN ENTRANCE TO A
 AI0962'SANITARY LANDFILL, OPPOSITE A TOWNSHIP ROAD EAST, 64.2 FEET (19.6 M)
 AI0962'NORTH OF A POWER POLE, AND 0.5 FOOT (15.2 CM) EAST OF A STEEL WITNESS
 AI0962'POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7106 E
 AI0962'1973---, IS SET IN THE TOP OF A PRECAST (MAGNETIC) CONCRETE MONUMENT
 AI0962'AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0965 ***********************************************************************
 AI0965  DESIGNATION -  7106 F
 AI0965  PID         -  AI0965
 AI0965  STATE/COUNTY-  MN/SHERBURNE
 AI0965  USGS QUAD   -  LAKE FREMONT (1991)
 AI0965
 AI0965                         *CURRENT SURVEY CONTROL
 AI0965  ___________________________________________________________________
 AI0965* NAD 83(1986)-  45 24 36.     (N)    093 34 01.     (W)     SCALED    
 AI0965* NAVD 88     -       295.622  (meters)     969.89   (feet)  ADJUSTED  
 AI0965  ___________________________________________________________________
 AI0965  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AI0965  DYNAMIC HT  -         295.602 (meters)     969.82  (feet)  COMP
 AI0965  MODELED GRAV-     980,540.1   (mgal)                       NAVD 88
 AI0965
 AI0965  VERT ORDER  -  SECOND    CLASS I
 AI0965
 AI0965.The horizontal coordinates were scaled from a topographic map and have
 AI0965.an estimated accuracy of +/- 6 seconds.
 AI0965
 AI0965.The orthometric height was determined by differential leveling
 AI0965.and adjusted by the National Geodetic Survey in August 2004..
 AI0965
 AI0965.The geoid height was determined by GEOID03.
 AI0965
 AI0965.The dynamic height is computed by dividing the NAVD 88
 AI0965.geopotential number by the normal gravity value computed on the
 AI0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0965.degrees latitude (g = 980.6199 gals.).
 AI0965
 AI0965.The modeled gravity was interpolated from observed gravity values.
 AI0965
 AI0965;                    North         East    Units  Estimated Accuracy
 AI0965;SPC MN S     -   367,880.      833,900.      MT  (+/- 180 meters Scaled)
 AI0965
 AI0965                          SUPERSEDED SURVEY CONTROL
 AI0965
 AI0965.No superseded survey control is available for this station.
 AI0965
 AI0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL556286(NAD 83)
 AI0965_MARKER: DB = BENCH MARK DISK
 AI0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0965_STAMPING: 7106 F 1961
 AI0965_MARK LOGO: MNDT  
 AI0965_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0965+STABILITY: SURFACE MOTION
 AI0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0965+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 AI0965
 AI0965  HISTORY     - Date     Condition        Report By
 AI0965  HISTORY     - 1961     MONUMENTED       MNDT
 AI0965  HISTORY     - 19891030 GOOD             MNDT
 AI0965
 AI0965                          STATION DESCRIPTION
 AI0965
 AI0965'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0965'THE MARK IS LOCATED ABOUT 2 MILES (3.2 KM) SOUTHEAST OF THE CITY OF
 AI0965'ZIMMERMAN, 2.5 MILES (4.0 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS
 AI0965'JUNCTION WITH COUNTY ROAD 4 IN ZIMMERMAN, AT MILEPOINT 166.65, AND IN
 AI0965'THE NW 1/4 OF SECTION 27, T34N, R26W.  THE MARK IS 42.5 FEET (13.0 M)
 AI0965'WEST OF AND ABOUT 3 FEET (0.9 M) LOWER THAN THE CENTERLINE OF
 AI0965'SOUTHBOUND HIGHWAY 169, 167 FEET (50.9 M) SOUTH OF THE CENTER OF
 AI0965'COUNTY ROAD 45 (T-ROAD WEST), 111.5 FEET (34.0 M) SOUTH-SOUTHEAST OF A
 AI0965'TELEPHONE CABLE MARKER BOX (NUMBER 611), AND 1.2 FEET (0.4 M) EAST OF
 AI0965'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AI0965'STAMPED---7106 F 1961---, IS SET IN THE TOP OF A PRECAST (MAGNETIC)
 AI0965'CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0972 ***********************************************************************
 AI0972  DESIGNATION -  7106 H
 AI0972  PID         -  AI0972
 AI0972  STATE/COUNTY-  MN/SHERBURNE
 AI0972  USGS QUAD   -  LAKE FREMONT (1991)
 AI0972
 AI0972                         *CURRENT SURVEY CONTROL
 AI0972  ___________________________________________________________________
 AI0972* NAD 83(1986)-  45 27 48.     (N)    093 35 01.     (W)     SCALED    
 AI0972* NAVD 88     -       300.941  (meters)     987.34   (feet)  ADJUSTED  
 AI0972  ___________________________________________________________________
 AI0972  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AI0972  DYNAMIC HT  -         300.923 (meters)     987.28  (feet)  COMP
 AI0972  MODELED GRAV-     980,546.7   (mgal)                       NAVD 88
 AI0972
 AI0972  VERT ORDER  -  SECOND    CLASS I
 AI0972
 AI0972.The horizontal coordinates were scaled from a topographic map and have
 AI0972.an estimated accuracy of +/- 6 seconds.
 AI0972
 AI0972.The orthometric height was determined by differential leveling
 AI0972.and adjusted by the National Geodetic Survey in August 2004..
 AI0972
 AI0972.The geoid height was determined by GEOID03.
 AI0972
 AI0972.The dynamic height is computed by dividing the NAVD 88
 AI0972.geopotential number by the normal gravity value computed on the
 AI0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0972.degrees latitude (g = 980.6199 gals.).
 AI0972
 AI0972.The modeled gravity was interpolated from observed gravity values.
 AI0972
 AI0972;                    North         East    Units  Estimated Accuracy
 AI0972;SPC MN S     -   373,800.      832,570.      MT  (+/- 180 meters Scaled)
 AI0972
 AI0972                          SUPERSEDED SURVEY CONTROL
 AI0972
 AI0972.No superseded survey control is available for this station.
 AI0972
 AI0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL543345(NAD 83)
 AI0972_MARKER: DB = BENCH MARK DISK
 AI0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0972_STAMPING: 7106 H 1961
 AI0972_MARK LOGO: MNDT  
 AI0972_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0972+STABILITY: SURFACE MOTION
 AI0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0972+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 AI0972
 AI0972  HISTORY     - Date     Condition        Report By
 AI0972  HISTORY     - 1961     MONUMENTED       MNDT
 AI0972  HISTORY     - 19891030 GOOD             MNDT
 AI0972
 AI0972                          STATION DESCRIPTION
 AI0972
 AI0972'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0972'THE MARK IS LOCATED ABOUT 2/3 MILE NORTH OF THE CITY OF ZIMMERMAN,
 AI0972'1.45 MILES (2.33 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION
 AI0972'WITH COUNTY ROAD 4 IN ZIMMERMAN, AT MILEPOINT 170.6, AND IN THE SE 1/4
 AI0972'OF SECTION 4, T34N, R26W.  THE MARK IS 75.5 FEET (23.0 M) EAST OF AND
 AI0972'ABOUT LEVEL WITH THE CENTERLINE OF NORTHBOUND HIGHWAY 169, 74.0 FEET
 AI0972'(22.6 M) WEST OF THE CENTERLINE OF A FRONTAGE ROAD, 127.0 FEET (38.7
 AI0972'M) WEST OF A LIGHT POST WITH A TRANSFORMER, AND 0.9 FOOT (27.4 CM)
 AI0972'SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK
 AI0972'DISK STAMPED---7106 H 1961---, IS SET IN THE TOP OF A PRECAST
 AI0972'(MAGNETIC) CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0974 ***********************************************************************
 AI0974  DESIGNATION -  7106 I
 AI0974  PID         -  AI0974
 AI0974  STATE/COUNTY-  MN/SHERBURNE
 AI0974  USGS QUAD   -  LAKE FREMONT (1991)
 AI0974
 AI0974                         *CURRENT SURVEY CONTROL
 AI0974  ___________________________________________________________________
 AI0974* NAD 83(1986)-  45 29 00.     (N)    093 34 55.     (W)     SCALED    
 AI0974* NAVD 88     -       302.873  (meters)     993.68   (feet)  ADJUSTED  
 AI0974  ___________________________________________________________________
 AI0974  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AI0974  DYNAMIC HT  -         302.855 (meters)     993.62  (feet)  COMP
 AI0974  MODELED GRAV-     980,549.4   (mgal)                       NAVD 88
 AI0974
 AI0974  VERT ORDER  -  SECOND    CLASS I
 AI0974
 AI0974.The horizontal coordinates were scaled from a topographic map and have
 AI0974.an estimated accuracy of +/- 6 seconds.
 AI0974
 AI0974.The orthometric height was determined by differential leveling
 AI0974.and adjusted by the National Geodetic Survey in August 2004..
 AI0974
 AI0974.The geoid height was determined by GEOID03.
 AI0974
 AI0974.The dynamic height is computed by dividing the NAVD 88
 AI0974.geopotential number by the normal gravity value computed on the
 AI0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0974.degrees latitude (g = 980.6199 gals.).
 AI0974
 AI0974.The modeled gravity was interpolated from observed gravity values.
 AI0974
 AI0974;                    North         East    Units  Estimated Accuracy
 AI0974;SPC MN S     -   376,030.      832,690.      MT  (+/- 180 meters Scaled)
 AI0974
 AI0974                          SUPERSEDED SURVEY CONTROL
 AI0974
 AI0974.No superseded survey control is available for this station.
 AI0974
 AI0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL545368(NAD 83)
 AI0974_MARKER: DB = BENCH MARK DISK
 AI0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0974_STAMPING: 7106 I 1961
 AI0974_MARK LOGO: MNDT  
 AI0974_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0974+STABILITY: SURFACE MOTION
 AI0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0974+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 AI0974
 AI0974  HISTORY     - Date     Condition        Report By
 AI0974  HISTORY     - 1961     MONUMENTED       MNDT
 AI0974  HISTORY     - 19891030 GOOD             MNDT
 AI0974
 AI0974                          STATION DESCRIPTION
 AI0974
 AI0974'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0974'THE MARK IS LOCATED ABOUT 2 MILES (3.2 KM) NORTH OF THE CITY OF
 AI0974'ZIMMERMAN, 2.75 MILES (4.43 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS
 AI0974'JUNCTION WITH COUNTY ROAD 4 IN ZIMMERMAN, AT MILEPOINT 171.95, AND IN
 AI0974'THE NE 1/4 OF SECTION 33, T35N, R26W.  THE MARK IS 86.0 FEET (26.2 M)
 AI0974'WEST OF AND ABOUT ONE FOOT HIGHER THAN THE CENTERLINE OF NORTHBOUND
 AI0974'HIGHWAY 169, 65.5 FEET (20.0 M) EAST OF THE CENTERLINE OF SOUTHBOUND
 AI0974'HIGHWAY 169, 210.0 FEET (64.0 M) SOUTH OF THE CENTERLINE OF 283RD
 AI0974'AVENUE, AND 0.5 FOOT (15.2 CM) SOUTH OF A STEEL WITNESS POST.  THE
 AI0974'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7106 I 1961---, IS SET
 AI0974'IN THE TOP OF A PRECAST (MAGNETIC) CONCRETE MONUMENT AND PROJECTS 0.1
 AI0974'FOOT (3.0 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0981 ***********************************************************************
 AI0981  DESIGNATION -  7106 J
 AI0981  PID         -  AI0981
 AI0981  STATE/COUNTY-  MN/SHERBURNE
 AI0981  USGS QUAD   -  PRINCETON (1982)
 AI0981
 AI0981                         *CURRENT SURVEY CONTROL
 AI0981  ___________________________________________________________________
 AI0981* NAD 83(1986)-  45 30 06.     (N)    093 35 01.     (W)     SCALED    
 AI0981* NAVD 88     -       298.901  (meters)     980.64   (feet)  ADJUSTED  
 AI0981  ___________________________________________________________________
 AI0981  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AI0981  DYNAMIC HT  -         298.885 (meters)     980.59  (feet)  COMP
 AI0981  MODELED GRAV-     980,553.0   (mgal)                       NAVD 88
 AI0981
 AI0981  VERT ORDER  -  SECOND    CLASS I
 AI0981
 AI0981.The horizontal coordinates were scaled from a topographic map and have
 AI0981.an estimated accuracy of +/- 6 seconds.
 AI0981
 AI0981.The orthometric height was determined by differential leveling
 AI0981.and adjusted by the National Geodetic Survey in August 2004..
 AI0981
 AI0981.The geoid height was determined by GEOID03.
 AI0981
 AI0981.The dynamic height is computed by dividing the NAVD 88
 AI0981.geopotential number by the normal gravity value computed on the
 AI0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0981.degrees latitude (g = 980.6199 gals.).
 AI0981
 AI0981.The modeled gravity was interpolated from observed gravity values.
 AI0981
 AI0981;                    North         East    Units  Estimated Accuracy
 AI0981;SPC MN S     -   378,060.      832,550.      MT  (+/- 180 meters Scaled)
 AI0981
 AI0981                          SUPERSEDED SURVEY CONTROL
 AI0981
 AI0981.No superseded survey control is available for this station.
 AI0981
 AI0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL544388(NAD 83)
 AI0981_MARKER: DB = BENCH MARK DISK
 AI0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0981_STAMPING: 7106 J 1961
 AI0981_MARK LOGO: MNDT  
 AI0981_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0981+STABILITY: SURFACE MOTION
 AI0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0981+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1989
 AI0981
 AI0981  HISTORY     - Date     Condition        Report By
 AI0981  HISTORY     - 1961     MONUMENTED       MNDT
 AI0981  HISTORY     - 19891030 GOOD             MNDT
 AI0981
 AI0981                          STATION DESCRIPTION
 AI0981
 AI0981'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0981'THE MARK IS LOCATED ABOUT 4 MILES (6.4 KM) SOUTH OF THE CITY OF
 AI0981'PRINCETON, IN THE SOUTHWEST QUADRANT AT THE JUNCTION OF TRUNK HIGHWAY
 AI0981'169 AND COUNTY ROAD 9, 4.05 MILES (6.52 KM) NORTH ALONG HIGHWAY 169
 AI0981'FROM ITS JUNCTION WITH COUNTY ROAD 4 IN ZIMMERMAN, ON HIGHWAY 169
 AI0981'RIGHT-OF-WAY AT MILEPOINT 173.25, AND IN THE NW 1/4 OF SECTION 28,
 AI0981'T35N, R26W.  THE MARK IS 56.5 FEET (17.2 M) WEST OF AND ABOUT ONE FOOT
 AI0981'HIGHER THAN THE SOUTHBOUND CENTERLINE OF HIGHWAY 169, 44.8 FEET (13.7
 AI0981'M) SOUTH OF THE CENTERLINE OF COUNTY ROAD 9, 78.8 FEET (24.0 M)
 AI0981'SOUTH-SOUTHEAST OF A POWER POLE, AND 0.6 FOOT (18.3 CM) SOUTH OF A
 AI0981'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AI0981'STAMPED---7106 J 1961---, IS SET IN THE TOP OF A PRECAST (MAGNETIC)
 AI0981'CONCRETE MONUMENT AND IS 0.1 FOOT (3.0 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0977 ***********************************************************************
 AI0977  DESIGNATION -  7106 K
 AI0977  PID         -  AI0977
 AI0977  STATE/COUNTY-  MN/SHERBURNE
 AI0977  USGS QUAD   -  PRINCETON (1982)
 AI0977
 AI0977                         *CURRENT SURVEY CONTROL
 AI0977  ___________________________________________________________________
 AI0977* NAD 83(1996)-  45 31 23.79642(N)    093 34 58.63656(W)     ADJUSTED  
 AI0977* NAVD 88     -       296.118  (meters)     971.51   (feet)  ADJUSTED  
 AI0977  ___________________________________________________________________
 AI0977  X           -    -279,750.720 (meters)                     COMP
 AI0977  Y           -  -4,467,719.654 (meters)                     COMP
 AI0977  Z           -   4,528,473.462 (meters)                     COMP
 AI0977  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 AI0977  ELLIP HEIGHT-         268.19  (meters)          (08/29/02) GPS OBS
 AI0977  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AI0977  DYNAMIC HT  -         296.103 (meters)     971.46  (feet)  COMP
 AI0977  MODELED GRAV-     980,558.6   (mgal)                       NAVD 88
 AI0977
 AI0977  HORZ ORDER  -  FIRST
 AI0977  VERT ORDER  -  SECOND    CLASS I
 AI0977  ELLP ORDER  -  THIRD     CLASS II
 AI0977
 AI0977.The horizontal coordinates were established by GPS observations
 AI0977.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AI0977
 AI0977.The orthometric height was determined by differential leveling
 AI0977.and adjusted by the National Geodetic Survey in August 2004..
 AI0977
 AI0977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0977
 AI0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0977
 AI0977.The ellipsoidal height was determined by GPS observations
 AI0977.and is referenced to NAD 83.
 AI0977
 AI0977.The geoid height was determined by GEOID03.
 AI0977
 AI0977.The dynamic height is computed by dividing the NAVD 88
 AI0977.geopotential number by the normal gravity value computed on the
 AI0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0977.degrees latitude (g = 980.6199 gals.).
 AI0977
 AI0977.The modeled gravity was interpolated from observed gravity values.
 AI0977
 AI0977;                    North         East     Units Scale Factor Converg.
 AI0977;SPC MN S     -   380,466.045   832,584.541   MT  1.00008147   +0 17 32.3
 AI0977;UTM  15      - 5,041,247.750   454,474.405   MT  0.99962548   -0 24 57.5
 AI0977
 AI0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0977!SPC MN S     -   0.99995796  x   1.00008147  =   1.00003942
 AI0977!UTM  15      -   0.99995796  x   0.99962548  =   0.99958345
 AI0977
 AI0977:                Primary Azimuth Mark                     Grid Az
 AI0977:SPC MN S     -  7106 AE                                  177 32 26.4
 AI0977:UTM  15      -  7106 AE                                  178 14 56.2
 AI0977
 AI0977|---------------------------------------------------------------------|
 AI0977| PID    Reference Object                     Distance      Geod. Az  |
 AI0977|                                                           dddmmss.s |
 AI0977| AI0976 7106 AE                             APPROX. 1.3 KM 1774958.7 |
 AI0977|---------------------------------------------------------------------|
 AI0977
 AI0977                          SUPERSEDED SURVEY CONTROL
 AI0977
 AI0977  NAVD 88 (08/29/02)  296.12   (m)          971.5    (f) LEVELING    3  
 AI0977
 AI0977.Superseded values are not recommended for survey control.
 AI0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0977.See file dsdata.txt to determine how the superseded data were derived.
 AI0977
 AI0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5447441248(NAD 83)
 AI0977_MARKER: DB = BENCH MARK DISK
 AI0977_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0977_STAMPING: 7106 K 1961
 AI0977_MARK LOGO: MNHD  
 AI0977_PROJECTION: PROJECTING 30 CENTIMETERS
 AI0977_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0977+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 AI0977
 AI0977  HISTORY     - Date     Condition        Report By
 AI0977  HISTORY     - 1961     MONUMENTED       MNDT
 AI0977  HISTORY     - 19891030 GOOD             MNDT
 AI0977  HISTORY     - 19940101 GOOD             MNDT
 AI0977  HISTORY     - 20000926 GOOD             MNDT
 AI0977
 AI0977                          STATION DESCRIPTION
 AI0977
 AI0977'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0977'THE MARK IS LOCATED ABOUT 2-1/2 MILES SOUTH OF THE CITY OF PRINCETON,
 AI0977'4.0 MILES (6.4 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION
 AI0977'WITH TRUNK HIGHWAY 95 IN PRINCETON, AT MILEPOINT 174.75, AND IN THE NW
 AI0977'1/4 OF SECTION 16, T35N, R26W.  THE MARK IS 90.0 FEET (27.4 M) WEST OF
 AI0977'AND ABOUT 2 FEET (0.6 M) LOWER THAN THE CENTERLINE OF NORTHBOUND
 AI0977'HIGHWAY 169, 61.0 FEET (18.6 M) EAST OF THE CENTERLINE OF SOUTHBOUND
 AI0977'HIGHWAY 169, 51.5 FEET (15.7 M) NORTH OF THE CENTER OF A CROSS-OVER TO
 AI0977'A TOWNSHIP ROAD, 19.7 FEET (6.0 M) NORTH-NORTHEAST OF THE NORTH END OF
 AI0977'AN 18 INCH CULVERT UNDER THE CROSS-OVER, AND 0.5 FOOT (15.2 CM) SOUTH
 AI0977'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AI0977'STAMPED---7106 K 1961---, IS SET IN THE TOP OF A PRECAST (MAGNETIC)
 AI0977'CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND.
 AI0977
 AI0977                          STATION RECOVERY (1994)
 AI0977
 AI0977'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 AI0977'THE MARK WAS RECOVERED PROJECTING 1 FT (0.3 M) ABOVE GROUND BUT
 AI0977'STRAIGHT AND STABLE AND IS 15.3 FT (4.7 M) SOUTH OF A 12 INCH SPRUCE
 AI0977'TREE.
 AI0977
 AI0977                          STATION RECOVERY (2000)
 AI0977
 AI0977'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AI0977'THE MARK WAS RECOVERED 4.0 MI (6.4 KM) SOUTH OF JCT OF TH 169 AND TH
 AI0977'95 IN PRINCETON, 90 FT (27.4 M) WEST OF NB TH 169, 61.1 FT (18.6 M)
 AI0977'EAST OF SB TH 169, AT TH 169 MP 174.80, 51.6 FT (15.7 M) NORTH OF TWP
 AI0977'RD EAST AND CROSSOVER, 19.7 FT (6.0 M) NNE OF NORTH END OF CULVERT,
 AI0977'15.3 FT (4.7 M) SOUTH OF 12 INCH SPRUCE TREE, 0.5 FT (15.2 CM) SOUTH
 AI0977'OF WIT POST, MONUMENT WAS FOUND PROJECTING 1 FT (0.3 M) ABOVE GROUND
 AI0977'BUT STRAIGHT AND STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO1073 ***********************************************************************
 QO1073  DESIGNATION -  7106 L
 QO1073  PID         -  QO1073
 QO1073  STATE/COUNTY-  MN/SHERBURNE
 QO1073  USGS QUAD   -  PRINCETON (1982)
 QO1073
 QO1073                         *CURRENT SURVEY CONTROL
 QO1073  ___________________________________________________________________
 QO1073* NAD 83(1996)-  45 32 40.16616(N)    093 34 59.43055(W)     ADJUSTED  
 QO1073* NAVD 88     -       294.539  (meters)     966.33   (feet)  ADJUSTED  
 QO1073  ___________________________________________________________________
 QO1073  X           -    -279,662.686 (meters)                     COMP
 QO1073  Y           -  -4,466,038.082 (meters)                     COMP
 QO1073  Z           -   4,530,124.014 (meters)                     COMP
 QO1073  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 QO1073  ELLIP HEIGHT-         266.66  (meters)          (08/29/02) GPS OBS
 QO1073  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 QO1073  DYNAMIC HT  -         294.526 (meters)     966.29  (feet)  COMP
 QO1073  MODELED GRAV-     980,564.7   (mgal)                       NAVD 88
 QO1073
 QO1073  HORZ ORDER  -  FIRST
 QO1073  VERT ORDER  -  SECOND    CLASS I
 QO1073  ELLP ORDER  -  THIRD     CLASS II
 QO1073
 QO1073.The horizontal coordinates were established by GPS observations
 QO1073.and adjusted by the MN DEPT OF TRANSP in August 2002..
 QO1073
 QO1073.The orthometric height was determined by differential leveling
 QO1073.and adjusted by the National Geodetic Survey in June 1991..
 QO1073
 QO1073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1073
 QO1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO1073
 QO1073.The ellipsoidal height was determined by GPS observations
 QO1073.and is referenced to NAD 83.
 QO1073
 QO1073.The geoid height was determined by GEOID03.
 QO1073
 QO1073.The dynamic height is computed by dividing the NAVD 88
 QO1073.geopotential number by the normal gravity value computed on the
 QO1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1073.degrees latitude (g = 980.6199 gals.).
 QO1073
 QO1073.The modeled gravity was interpolated from observed gravity values.
 QO1073
 QO1073;                    North         East     Units Scale Factor Converg.
 QO1073;SPC MN S     -   382,823.877   832,555.285   MT  1.00008818   +0 17 31.8
 QO1073;UTM  15      - 5,043,604.680   454,474.302   MT  0.99962548   -0 24 58.6
 QO1073
 QO1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1073!SPC MN S     -   0.99995820  x   1.00008818  =   1.00004637
 QO1073!UTM  15      -   0.99995820  x   0.99962548  =   0.99958369
 QO1073
 QO1073:                Primary Azimuth Mark                     Grid Az
 QO1073:SPC MN S     -  7106 AF                                  182 10 09.5
 QO1073:UTM  15      -  7106 AF                                  182 52 39.9
 QO1073
 QO1073|---------------------------------------------------------------------|
 QO1073| PID    Reference Object                     Distance      Geod. Az  |
 QO1073|                                                           dddmmss.s |
 QO1073| AI0978 7106 AF                             APPROX. 0.8 KM 1822741.3 |
 QO1073|---------------------------------------------------------------------|
 QO1073
 QO1073                          SUPERSEDED SURVEY CONTROL
 QO1073
 QO1073  NAVD 88 (08/29/02)  294.54   (m)          966.3    (f) LEVELING    3  
 QO1073  NGVD 29 (??/??/92)  294.441  (m)          966.01   (f) ADJ UNCH    2 1
 QO1073
 QO1073.Superseded values are not recommended for survey control.
 QO1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1073.See file dsdata.txt to determine how the superseded data were derived.
 QO1073
 QO1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5447443605(NAD 83)
 QO1073_MARKER: DB = BENCH MARK DISK
 QO1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO1073_STAMPING: 7106 L 1961
 QO1073_MARK LOGO: MNDT  
 QO1073_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO1073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1073+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 QO1073
 QO1073  HISTORY     - Date     Condition        Report By
 QO1073  HISTORY     - 1961     MONUMENTED       MNDT
 QO1073  HISTORY     - 1976     GOOD             NGS
 QO1073  HISTORY     - 19891030 GOOD             MNDT
 QO1073  HISTORY     - 20000926 GOOD             MNDT
 QO1073
 QO1073                          STATION DESCRIPTION
 QO1073
 QO1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 QO1073'1.7 MI S FROM PRINCETON.
 QO1073'THE MARK IS LOCATED 1.7 MILES SOUTH ALONG TRUNK HIGHWAY 169 FROM THE
 QO1073'JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 4 IN PRINCETON.  1 MILE
 QO1073'SOUTH OF THE SHERBURNE-MILLE LACS COUNTY LINE.  IT IS 66 FEET EAST OF
 QO1073'THE CENTERLINE OF THE NORTHBOUND LANE OF TRUNK HIGHWAY 169 AT
 QO1073'MILEPOINT 176.3, 50.4 FEET SOUTH OF THE CENTER OF COUNTY ROAD 2, 45.8
 QO1073'FEET NORTH-NORTHWEST OF A 24 INCH DIAMETER NORWAY PINE TREE, AND 30.3
 QO1073'FEET WEST-SOUTHWEST OF POWER POLE NUMBER 44492 (WITH TRANSFORMER). IT
 QO1073'IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT BENCH MARK DISK SET IN THE
 QO1073'TOP OF A 6 FOOT LONG PRECAST (MAGNETIC) CONCRETE POST THAT IS FLUSH
 QO1073'WITH THE SURFACE OF THE GROUND AND IS ABOUT 6 FEET BELOW THE LEVEL OF
 QO1073'THE HIGHWAY.  NW 1/4 SECTION 9, T 35N, R 26W.
 QO1073
 QO1073                          STATION RECOVERY (1989)
 QO1073
 QO1073'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 QO1073'ABOUT ONE MILE SOUTH OF THE CITY OF PRINCETON, 2.6 MILES (4.2 KM)
 QO1073'SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 95
 QO1073'IN PRINCETON, AT MILEPOINT 176.2, AND IN THE NE 1/4 OF SECTION 9,
 QO1073'T35N, R26W.  THE MARK IS 66.0 FEET (20.1 M) EAST OF THE CENTERLINE OF
 QO1073'THE EAST FRONTAGE ROAD ALONG HIGHWAY 169, AND ABOUT 5 FEET (1.5 M)
 QO1073'LOWER THAN NORTHBOUND HIGHWAY 169, 50.4 FEET (15.4 M) SOUTH OF THE
 QO1073'CENTERLINE OF COUNTY ROAD 2, 45.8 FEET (14.0 M) NORTH-NORTHWEST OF A
 QO1073'24-INCH DIAMETER NORWAY PINE, 30.3 FEET (9.2 M) WEST-SOUTHWEST OF A
 QO1073'POWER POLE (NUMBER 44492) WITH A TRANSFORMER, 0.7 FOOT (21.3 CM) SOUTH
 QO1073'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 QO1073'STAMPED---7106 L 1961---, IS SET IN THE TOP OF A PRECAST (MAGNETIC)
 QO1073'CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND.
 QO1073
 QO1073                          STATION RECOVERY (2000)
 QO1073
 QO1073'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QO1073'THE MARK WAS RECOVERED AS DESCRIBED.  GPSABLE, MAGNETIC, FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0957 ***********************************************************************
 AI0957  DESIGNATION -  7106 PP
 AI0957  PID         -  AI0957
 AI0957  STATE/COUNTY-  MN/SHERBURNE
 AI0957  USGS QUAD   -  ELK RIVER (1993)
 AI0957
 AI0957                         *CURRENT SURVEY CONTROL
 AI0957  ___________________________________________________________________
 AI0957* NAD 83(1996)-  45 18 55.34881(N)    093 33 34.01555(W)     ADJUSTED  
 AI0957* NAVD 88     -       285.204  (meters)     935.71   (feet)  ADJUSTED  
 AI0957  ___________________________________________________________________
 AI0957  X           -    -278,939.114 (meters)                     COMP
 AI0957  Y           -  -4,484,252.854 (meters)                     COMP
 AI0957  Z           -   4,512,246.283 (meters)                     COMP
 AI0957  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 AI0957  ELLIP HEIGHT-         257.02  (meters)          (08/29/02) GPS OBS
 AI0957  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AI0957  DYNAMIC HT  -         285.181 (meters)     935.63  (feet)  COMP
 AI0957  MODELED GRAV-     980,528.7   (mgal)                       NAVD 88
 AI0957
 AI0957  HORZ ORDER  -  FIRST
 AI0957  VERT ORDER  -  SECOND    CLASS I
 AI0957  ELLP ORDER  -  THIRD     CLASS II
 AI0957
 AI0957.The horizontal coordinates were established by GPS observations
 AI0957.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AI0957
 AI0957.The orthometric height was determined by differential leveling
 AI0957.and adjusted by the National Geodetic Survey in August 2004..
 AI0957
 AI0957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0957
 AI0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0957
 AI0957.The ellipsoidal height was determined by GPS observations
 AI0957.and is referenced to NAD 83.
 AI0957
 AI0957.The geoid height was determined by GEOID03.
 AI0957
 AI0957.The dynamic height is computed by dividing the NAVD 88
 AI0957.geopotential number by the normal gravity value computed on the
 AI0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0957.degrees latitude (g = 980.6199 gals.).
 AI0957
 AI0957.The modeled gravity was interpolated from observed gravity values.
 AI0957
 AI0957;                    North         East     Units Scale Factor Converg.
 AI0957;SPC MN S     -   357,368.598   834,545.615   MT  1.00002307   +0 18 31.7
 AI0957;UTM  15      - 5,018,137.713   456,149.445   MT  0.99962364   -0 23 52.0
 AI0957
 AI0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0957!SPC MN S     -   0.99995971  x   1.00002307  =   0.99998277
 AI0957!UTM  15      -   0.99995971  x   0.99962364  =   0.99958336
 AI0957
 AI0957:                Primary Azimuth Mark                     Grid Az
 AI0957:SPC MN S     -  7106 Q                                   352 39 02.9
 AI0957:UTM  15      -  7106 Q                                   353 21 26.6
 AI0957
 AI0957|---------------------------------------------------------------------|
 AI0957| PID    Reference Object                     Distance      Geod. Az  |
 AI0957|                                                           dddmmss.s |
 AI0957| AI0958 7106 Q                              APPROX. 1.1 KM 3525734.6 |
 AI0957|---------------------------------------------------------------------|
 AI0957
 AI0957                          SUPERSEDED SURVEY CONTROL
 AI0957
 AI0957  NAVD 88 (08/29/02)  285.17   (m)          935.6    (f) LEVELING    3  
 AI0957
 AI0957.Superseded values are not recommended for survey control.
 AI0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0957.See file dsdata.txt to determine how the superseded data were derived.
 AI0957
 AI0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5614918138(NAD 83)
 AI0957_MARKER: DV = VERTICAL CONTROL DISK
 AI0957_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0957_STAMPING: 7106 PP 1989
 AI0957_MARK LOGO: MNDT  
 AI0957_PROJECTION: RECESSED 5 CENTIMETERS
 AI0957_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0957+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 AI0957
 AI0957  HISTORY     - Date     Condition        Report By
 AI0957  HISTORY     - 1989     MONUMENTED       MNDT
 AI0957  HISTORY     - 20000926 GOOD             MNDT
 AI0957
 AI0957                          STATION DESCRIPTION
 AI0957
 AI0957'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0957'THE MARK IS LOCATED NEAR THE NORTH LIMITS OF THE CITY OF ELK RIVER,
 AI0957'1.75 MILES (2.82 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION
 AI0957'WITH TRUNK HIGHWAYS 10 AND 101 SOUTHEAST OF ELK RIVER, AND IN THE SE
 AI0957'1/4 OF SECTION 27, T33N, R26W.  THE MARK IS 92.5 FEET (28.2 M) EAST OF
 AI0957'AND ABOUT LEVEL WITH THE CENTERLINE OF NORTHBOUND HIGHWAY 169, 16.0
 AI0957'FEET (4.9 M) SOUTH OF A POWER POLE (NUMBER 32), 19.7 FEET (6.0 M)
 AI0957'NORTH-NORTHWEST OF A CHAIN LINK FENCE CORNER POST, AND 1.0 FOOT (0.3
 AI0957'M) WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT
 AI0957'VERTICAL CONTROL MONUMENT DISK STAMPED---7106 PP 1989---, IS FORCED
 AI0957'ONTO THE TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 8.5 FOOT
 AI0957'(2.6 M) LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.
 AI0957
 AI0957                          STATION RECOVERY (2000)
 AI0957
 AI0957'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AI0957'THE MARK WAS RECOVERED AT NORTH LIMITS OF ELK RIVER, 1.75 MI (2.82 KM)
 AI0957'NORTH ON TH 169 FROM JCT OF TH 10 AND TH 101, 92.5 FT (28.2 M) EAST OF
 AI0957'NB TH 169, AT TH 169 MP 159.85, 16 FT (4.9 M) SOUTH OF P-POLE 32, 19.7
 AI0957'FT (6.0 M) NNW OF CHAIN LINK FENCE COR POST, 0.4 FT (12.2 CM) WEST OF
 AI0957'WIT POST, RECESSED 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0958 ***********************************************************************
 AI0958  DESIGNATION -  7106 Q
 AI0958  PID         -  AI0958
 AI0958  STATE/COUNTY-  MN/SHERBURNE
 AI0958  USGS QUAD   -  ELK RIVER (1993)
 AI0958
 AI0958                         *CURRENT SURVEY CONTROL
 AI0958  ___________________________________________________________________
 AI0958* NAD 83(1996)-  45 19 30.86686(N)    093 33 40.23378(W)     ADJUSTED  
 AI0958* NAVD 88     -       299.335  (meters)     982.07   (feet)  ADJUSTED  
 AI0958  ___________________________________________________________________
 AI0958  X           -    -279,026.488 (meters)                     COMP
 AI0958  Y           -  -4,483,476.195 (meters)                     COMP
 AI0958  Z           -   4,513,027.388 (meters)                     COMP
 AI0958  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 AI0958  ELLIP HEIGHT-         271.19  (meters)          (08/29/02) GPS OBS
 AI0958  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AI0958  DYNAMIC HT  -         299.311 (meters)     981.99  (feet)  COMP
 AI0958  MODELED GRAV-     980,530.1   (mgal)                       NAVD 88
 AI0958
 AI0958  HORZ ORDER  -  FIRST
 AI0958  VERT ORDER  -  SECOND    CLASS I
 AI0958  ELLP ORDER  -  THIRD     CLASS II
 AI0958
 AI0958.The horizontal coordinates were established by GPS observations
 AI0958.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AI0958
 AI0958.The orthometric height was determined by differential leveling
 AI0958.and adjusted by the National Geodetic Survey in August 2004..
 AI0958
 AI0958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0958
 AI0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0958
 AI0958.The ellipsoidal height was determined by GPS observations
 AI0958.and is referenced to NAD 83.
 AI0958
 AI0958.The geoid height was determined by GEOID03.
 AI0958
 AI0958.The dynamic height is computed by dividing the NAVD 88
 AI0958.geopotential number by the normal gravity value computed on the
 AI0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0958.degrees latitude (g = 980.6199 gals.).
 AI0958
 AI0958.The modeled gravity was interpolated from observed gravity values.
 AI0958
 AI0958;                    North         East     Units Scale Factor Converg.
 AI0958;SPC MN S     -   358,464.382   834,404.285   MT  1.00002554   +0 18 27.3
 AI0958;UTM  15      - 5,019,234.717   456,021.691   MT  0.99962378   -0 23 56.6
 AI0958
 AI0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0958!SPC MN S     -   0.99995748  x   1.00002554  =   0.99998302
 AI0958!UTM  15      -   0.99995748  x   0.99962378  =   0.99958128
 AI0958
 AI0958:                Primary Azimuth Mark                     Grid Az
 AI0958:SPC MN S     -  7106 R                                   004 13 02.7
 AI0958:UTM  15      -  7106 R                                   004 55 26.6
 AI0958
 AI0958|---------------------------------------------------------------------|
 AI0958| PID    Reference Object                     Distance      Geod. Az  |
 AI0958|                                                           dddmmss.s |
 AI0958| AI0959 7106 R                              APPROX. 1.2 KM 0043130.0 |
 AI0958|---------------------------------------------------------------------|
 AI0958
 AI0958                          SUPERSEDED SURVEY CONTROL
 AI0958
 AI0958  NAVD 88 (08/29/02)  299.34   (m)          982.1    (f) LEVELING    3  
 AI0958
 AI0958.Superseded values are not recommended for survey control.
 AI0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0958.See file dsdata.txt to determine how the superseded data were derived.
 AI0958
 AI0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5602219235(NAD 83)
 AI0958_MARKER: DV = VERTICAL CONTROL DISK
 AI0958_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0958_STAMPING: 7106 Q 1989
 AI0958_MARK LOGO: MNDT  
 AI0958_PROJECTION: FLUSH
 AI0958_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0958+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 AI0958_ROD/PIPE-DEPTH: 10.7 meters
 AI0958
 AI0958  HISTORY     - Date     Condition        Report By
 AI0958  HISTORY     - 1989     MONUMENTED       MNDT
 AI0958  HISTORY     - 20000926 GOOD             MNDT
 AI0958
 AI0958                          STATION DESCRIPTION
 AI0958
 AI0958'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0958'THE MARK IS LOCATED ABOUT 3/4 MILE NORTH OF THE CITY OF ELK RIVER,
 AI0958'2.45 MILES (3.94 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION
 AI0958'WITH TRUNK HIGHWAYS 10 AND 101 SOUTHEAST OF ELK RIVER, AND IN THE NE
 AI0958'1/4 OF SECTION 27, T33N, R26W.  THE MARK IS 54.0 FEET (16.5 M) EAST OF
 AI0958'AND ABOUT LEVEL WITH THE CENTERLINE OF NORTHBOUND HIGHWAY 169 AT
 AI0958'MILEPOINT 160.6, 106.0 FEET (32.3 M) SOUTH-SOUTHWEST OF A POWER POLE
 AI0958'(NUMBER 45804), 64.5 FEET (19.7 M) NORTH OF AN ENTRANCE, 41.0 FEET
 AI0958'(12.5 M) WEST-NORTHWEST OF AN 18-INCH DIAMETER PINE TREE, AND 0.9 FOOT
 AI0958'(27.4 CM) WEST OF A STEEL WITNESS POST .  THE MARK, A STANDARD
 AI0958'MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---7106 Q 1989---,
 AI0958'IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 35 FOOT (10.7
 AI0958'M) LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.
 AI0958
 AI0958                          STATION RECOVERY (2000)
 AI0958
 AI0958'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AI0958'THE MARK WAS RECOVERED 0.75 MI (1.21 KM) NORTH OF ELK RIVER, 2.45 MI
 AI0958'(3.94 KM) NORTH ON TH 169 FROM JCT OF TH 10 AND TH 101, 54 FT (16.5 M)
 AI0958'EAST OF NB TH 169, AT TH 169 MP 160.6, 106 FT (32.3 M) SSW OF P-POLE
 AI0958'45804, 0.9 FT (27.4 CM) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0959 ***********************************************************************
 AI0959  DESIGNATION -  7106 R
 AI0959  PID         -  AI0959
 AI0959  STATE/COUNTY-  MN/SHERBURNE
 AI0959  USGS QUAD   -  ELK RIVER (1993)
 AI0959
 AI0959                         *CURRENT SURVEY CONTROL
 AI0959  ___________________________________________________________________
 AI0959* NAD 83(1996)-  45 20 08.83219(N)    093 33 35.97369(W)     ADJUSTED  
 AI0959* NAVD 88     -       302.041  (meters)     990.95   (feet)  ADJUSTED  
 AI0959  ___________________________________________________________________
 AI0959  X           -    -278,882.248 (meters)                     COMP
 AI0959  Y           -  -4,482,651.902 (meters)                     COMP
 AI0959  Z           -   4,513,853.331 (meters)                     COMP
 AI0959  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 AI0959  ELLIP HEIGHT-         273.91  (meters)          (08/29/02) GPS OBS
 AI0959  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AI0959  DYNAMIC HT  -         302.017 (meters)     990.87  (feet)  COMP
 AI0959  MODELED GRAV-     980,531.4   (mgal)                       NAVD 88
 AI0959
 AI0959  HORZ ORDER  -  FIRST
 AI0959  VERT ORDER  -  SECOND    CLASS I
 AI0959  ELLP ORDER  -  THIRD     CLASS II
 AI0959
 AI0959.The horizontal coordinates were established by GPS observations
 AI0959.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AI0959
 AI0959.The orthometric height was determined by differential leveling
 AI0959.and adjusted by the National Geodetic Survey in August 2004..
 AI0959
 AI0959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0959
 AI0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0959
 AI0959.The ellipsoidal height was determined by GPS observations
 AI0959.and is referenced to NAD 83.
 AI0959
 AI0959.The geoid height was determined by GEOID03.
 AI0959
 AI0959.The dynamic height is computed by dividing the NAVD 88
 AI0959.geopotential number by the normal gravity value computed on the
 AI0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0959.degrees latitude (g = 980.6199 gals.).
 AI0959
 AI0959.The modeled gravity was interpolated from observed gravity values.
 AI0959
 AI0959;                    North         East     Units Scale Factor Converg.
 AI0959;SPC MN S     -   359,636.951   834,490.752   MT  1.00002821   +0 18 30.3
 AI0959;UTM  15      - 5,020,405.658   456,122.573   MT  0.99962367   -0 23 53.9
 AI0959
 AI0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0959!SPC MN S     -   0.99995706  x   1.00002821  =   0.99998527
 AI0959!UTM  15      -   0.99995706  x   0.99962367  =   0.99958074
 AI0959
 AI0959:                Primary Azimuth Mark                     Grid Az
 AI0959:SPC MN S     -  7106 S                                   009 16 38.6
 AI0959:UTM  15      -  7106 S                                   009 59 02.8
 AI0959
 AI0959|---------------------------------------------------------------------|
 AI0959| PID    Reference Object                     Distance      Geod. Az  |
 AI0959|                                                           dddmmss.s |
 AI0959| AI0960 7106 S                              APPROX. 1.2 KM 0093508.9 |
 AI0959|---------------------------------------------------------------------|
 AI0959
 AI0959                          SUPERSEDED SURVEY CONTROL
 AI0959
 AI0959  NAVD 88 (08/29/02)  302.05   (m)          991.0    (f) LEVELING    3  
 AI0959
 AI0959.Superseded values are not recommended for survey control.
 AI0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0959.See file dsdata.txt to determine how the superseded data were derived.
 AI0959
 AI0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5612320406(NAD 83)
 AI0959_MARKER: DV = VERTICAL CONTROL DISK
 AI0959_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0959_STAMPING: 7106 R 1989
 AI0959_MARK LOGO: MNDT  
 AI0959_PROJECTION: FLUSH
 AI0959_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0959+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 AI0959_ROD/PIPE-DEPTH:  9.1 meters
 AI0959
 AI0959  HISTORY     - Date     Condition        Report By
 AI0959  HISTORY     - 1989     MONUMENTED       MNDT
 AI0959  HISTORY     - 20000926 GOOD             MNDT
 AI0959
 AI0959                          STATION DESCRIPTION
 AI0959
 AI0959'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0959'THE MARK IS LOCATED ABOUT 1-1/2 MILES NORTH OF THE CITY OF ELK RIVER,
 AI0959'3.2 MILES (5.1 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION
 AI0959'WITH TRUNK HIGHWAYS 10 AND 101 SOUTHEAST OF ELK RIVER, AND IN THE SE
 AI0959'1/4 OF SECTION 22, T33N, R26W.  THE MARK IS 58.0 FEET (17.7 M) EAST OF
 AI0959'AND ABOUT 3 FEET (0.9 M) LOWER THAN THE CENTERLINE OF NORTHBOUND
 AI0959'HIGHWAY 169 AT MILEPOINT 161.35, 81.0 FEET (24.7 M) SOUTH OF THE
 AI0959'CENTERLINE OF 201ST AVENUE, 55.6 FEET (16.9 M) SOUTH OF A STEEL STREET
 AI0959'SIGN, 23.1 FEET (7.0 M) SOUTHWEST OF A TELEPHONE CABLE WARNING BOX
 AI0959'(WOOD POST), AND 1.0 FOOT (0.3 M) WEST OF A STEEL WITNESS POST. THE
 AI0959'MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 AI0959'STAMPED---7106 R 1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH
 AI0959'DIAMETER BY 30 FOOT (9.1 M) LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH
 AI0959'THE GROUND.
 AI0959
 AI0959                          STATION RECOVERY (2000)
 AI0959
 AI0959'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AI0959'THE MARK WAS RECOVERED 1.5 MI (2.4 KM) NORTH OF ELK RIVER, 3.2 MI (5.1
 AI0959'KM) NORTH ON TH 169 FROM JCT OF TH 10 AND TH 101, 58 FT (17.7 M) EAST
 AI0959'OF NB TH 169, AT TH 169 MP 161.35, 81 FT (24.7 M) SOUTH OF 201ST AVE,
 AI0959'55.6 FT (16.9 M) SOUTH OF ST SIGN, 23.1 FT (7.0 M) SW OF TEL CABLE BOX
 AI0959'AND POST, 1 FT (0.3 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0960 ***********************************************************************
 AI0960  DESIGNATION -  7106 S
 AI0960  PID         -  AI0960
 AI0960  STATE/COUNTY-  MN/SHERBURNE
 AI0960  USGS QUAD   -  ELK RIVER (1993)
 AI0960
 AI0960                         *CURRENT SURVEY CONTROL
 AI0960  ___________________________________________________________________
 AI0960* NAD 83(1996)-  45 20 48.59840(N)    093 33 26.44975(W)     ADJUSTED  
 AI0960* NAVD 88     -       301.104  (meters)     987.87   (feet)  ADJUSTED  
 AI0960  ___________________________________________________________________
 AI0960  X           -    -278,621.043 (meters)                     COMP
 AI0960  Y           -  -4,481,792.522 (meters)                     COMP
 AI0960  Z           -   4,514,715.596 (meters)                     COMP
 AI0960  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 AI0960  ELLIP HEIGHT-         272.97  (meters)          (08/29/02) GPS OBS
 AI0960  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AI0960  DYNAMIC HT  -         301.081 (meters)     987.80  (feet)  COMP
 AI0960  MODELED GRAV-     980,532.6   (mgal)                       NAVD 88
 AI0960
 AI0960  HORZ ORDER  -  FIRST
 AI0960  VERT ORDER  -  SECOND    CLASS I
 AI0960  ELLP ORDER  -  THIRD     CLASS II
 AI0960
 AI0960.The horizontal coordinates were established by GPS observations
 AI0960.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AI0960
 AI0960.The orthometric height was determined by differential leveling
 AI0960.and adjusted by the National Geodetic Survey in August 2004..
 AI0960
 AI0960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0960
 AI0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0960
 AI0960.The ellipsoidal height was determined by GPS observations
 AI0960.and is referenced to NAD 83.
 AI0960
 AI0960.The geoid height was determined by GEOID03.
 AI0960
 AI0960.The dynamic height is computed by dividing the NAVD 88
 AI0960.geopotential number by the normal gravity value computed on the
 AI0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0960.degrees latitude (g = 980.6199 gals.).
 AI0960
 AI0960.The modeled gravity was interpolated from observed gravity values.
 AI0960
 AI0960;                    North         East     Units Scale Factor Converg.
 AI0960;SPC MN S     -   360,865.743   834,691.477   MT  1.00003105   +0 18 37.0
 AI0960;UTM  15      - 5,021,631.383   456,338.351   MT  0.99962344   -0 23 47.4
 AI0960
 AI0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0960!SPC MN S     -   0.99995721  x   1.00003105  =   0.99998825
 AI0960!UTM  15      -   0.99995721  x   0.99962344  =   0.99958066
 AI0960
 AI0960:                Primary Azimuth Mark                     Grid Az
 AI0960:SPC MN S     -  7106 R                                   189 16 38.7
 AI0960:UTM  15      -  7106 R                                   189 59 03.1
 AI0960
 AI0960|---------------------------------------------------------------------|
 AI0960| PID    Reference Object                     Distance      Geod. Az  |
 AI0960|                                                           dddmmss.s |
 AI0960| AI0959 7106 R                              APPROX. 1.2 KM 1893515.7 |
 AI0960| DE6983 BROOK                               APPROX. 0.6 KM 3523457.0 |
 AI0960|---------------------------------------------------------------------|
 AI0960
 AI0960                          SUPERSEDED SURVEY CONTROL
 AI0960
 AI0960  NAVD 88 (08/29/02)  301.11   (m)          987.9    (f) LEVELING    3  
 AI0960
 AI0960.Superseded values are not recommended for survey control.
 AI0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0960.See file dsdata.txt to determine how the superseded data were derived.
 AI0960
 AI0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5633821631(NAD 83)
 AI0960_MARKER: DV = VERTICAL CONTROL DISK
 AI0960_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0960_STAMPING: 7106 S 1989
 AI0960_MARK LOGO: MNDT  
 AI0960_PROJECTION: FLUSH
 AI0960_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0960+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2000
 AI0960
 AI0960  HISTORY     - Date     Condition        Report By
 AI0960  HISTORY     - 1989     MONUMENTED       MNDT
 AI0960  HISTORY     - 20000929 GOOD             MNDT
 AI0960
 AI0960                          STATION DESCRIPTION
 AI0960
 AI0960'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0960'THE MARK IS LOCATED ABOUT 2-1/4 MILES NORTH OF THE CITY OF ELK RIVER,
 AI0960'3.95 MILES (6.36 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION
 AI0960'WITH TRUNK HIGHWAYS 10 AND 101 SOUTHEAST OF ELK RIVER, AND IN THE SE
 AI0960'1/4 OF SECTION 15, T33N, R26W.  THE MARK IS 300 FEET (91.4 M) EAST OF
 AI0960'AND ABOUT LEVEL WITH THE CENTERLINE OF NORTHBOUND HIGHWAY 169 AT
 AI0960'MILEPOINT 162.1, 28.5 FEET (8.7 M) SOUTH OF THE CENTERLINE OF 207TH
 AI0960'AVENUE, 37.3 FEET (11.4 M) WEST OF A POWER POLE (NUMBER 78232), AND
 AI0960'1.0 FOOT (0.3 M) WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AI0960'MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---7106 S 1989---,
 AI0960'IS FORCED ONTO THE TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY
 AI0960'9.0 FOOT (2.7 M) LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.
 AI0960
 AI0960                          STATION RECOVERY (2000)
 AI0960
 AI0960'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AI0960'THE MARK WAS RECOVERED 2.25 MI (3.62 KM) NORTH OF ELK RIVER, 3.95 MI
 AI0960'(6.36 KM) NORTH ON TH 169 FROM JCT OF TH 10 AND TH 101, 300 FT (91.4
 AI0960'M) EAST OF NB TH 169, AT TH 169 MP 162.1, 28.5 FT (8.7 M) SOUTH OF
 AI0960'207TH AVE, 37.3 FT (11.4 M) WEST OF P-POLE 78232, 1 FT (0.3 M) NORTH
 AI0960'OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0961 ***********************************************************************
 AI0961  DESIGNATION -  7106 T
 AI0961  PID         -  AI0961
 AI0961  STATE/COUNTY-  MN/SHERBURNE
 AI0961  USGS QUAD   -  ELK RIVER (1993)
 AI0961
 AI0961                         *CURRENT SURVEY CONTROL
 AI0961  ___________________________________________________________________
 AI0961* NAD 83(1996)-  45 22 14.15671(N)    093 33 47.87244(W)     ADJUSTED  
 AI0961* NAVD 88     -       304.941  (meters)    1000.46   (feet)  ADJUSTED  
 AI0961  ___________________________________________________________________
 AI0961  X           -    -278,969.879 (meters)                     COMP
 AI0961  Y           -  -4,479,890.449 (meters)                     COMP
 AI0961  Z           -   4,516,574.407 (meters)                     COMP
 AI0961  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 AI0961  ELLIP HEIGHT-         276.83  (meters)          (08/29/02) GPS OBS
 AI0961  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AI0961  DYNAMIC HT  -         304.919 (meters)    1000.39  (feet)  COMP
 AI0961  MODELED GRAV-     980,535.8   (mgal)                       NAVD 88
 AI0961
 AI0961  HORZ ORDER  -  FIRST
 AI0961  VERT ORDER  -  SECOND    CLASS I
 AI0961  ELLP ORDER  -  THIRD     CLASS II
 AI0961
 AI0961.The horizontal coordinates were established by GPS observations
 AI0961.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AI0961
 AI0961.The orthometric height was determined by differential leveling
 AI0961.and adjusted by the National Geodetic Survey in August 2004..
 AI0961
 AI0961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0961
 AI0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0961
 AI0961.The ellipsoidal height was determined by GPS observations
 AI0961.and is referenced to NAD 83.
 AI0961
 AI0961.The geoid height was determined by GEOID03.
 AI0961
 AI0961.The dynamic height is computed by dividing the NAVD 88
 AI0961.geopotential number by the normal gravity value computed on the
 AI0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0961.degrees latitude (g = 980.6199 gals.).
 AI0961
 AI0961.The modeled gravity was interpolated from observed gravity values.
 AI0961
 AI0961;                    North         East     Units Scale Factor Converg.
 AI0961;SPC MN S     -   363,504.633   834,211.000   MT  1.00003728   +0 18 21.9
 AI0961;UTM  15      - 5,024,274.914   455,890.650   MT  0.99962392   -0 24 03.2
 AI0961
 AI0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0961!SPC MN S     -   0.99995660  x   1.00003728  =   0.99999388
 AI0961!UTM  15      -   0.99995660  x   0.99962392  =   0.99958054
 AI0961
 AI0961                          SUPERSEDED SURVEY CONTROL
 AI0961
 AI0961  NAVD 88 (08/29/02)  304.94   (m)         1000.5    (f) LEVELING    3  
 AI0961
 AI0961.Superseded values are not recommended for survey control.
 AI0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0961.See file dsdata.txt to determine how the superseded data were derived.
 AI0961
 AI0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5589124275(NAD 83)
 AI0961_MARKER: DV = VERTICAL CONTROL DISK
 AI0961_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0961_STAMPING: 7106 T 1989
 AI0961_MARK LOGO: MNDT  
 AI0961_PROJECTION: RECESSED 5 CENTIMETERS
 AI0961_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0961+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 AI0961_ROD/PIPE-DEPTH:  7.6 meters
 AI0961
 AI0961  HISTORY     - Date     Condition        Report By
 AI0961  HISTORY     - 1989     MONUMENTED       MNDT
 AI0961  HISTORY     - 20000926 GOOD             MNDT
 AI0961
 AI0961                          STATION DESCRIPTION
 AI0961
 AI0961'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0961'THE MARK IS LOCATED ABOUT 4 MILES (6.4 KM) NORTH OF THE CITY OF ELK
 AI0961'RIVER, 5.65 MILES (9.09 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS
 AI0961'JUNCTION WITH TRUNK HIGHWAYS 10 AND 101 SOUTHEAST OF ELK RIVER, AND IN
 AI0961'THE NW 1/4 OF SECTION 10, T33N, R26W.  THE MARK IS 54.0 FEET (16.5 M)
 AI0961'EAST-SOUTHEAST OF THE CENTERLINE OF NORTHBOUND HIGHWAY 169 AT
 AI0961'MILEPOINT 163.8, 20.9 FEET (6.4 M) WEST-NORTHWEST OF A TELEPHONE CABLE
 AI0961'MARKER BOX, AND 1.9 FEET (0.6 M) WEST OF A STEEL WITNESS POST. THE
 AI0961'MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 AI0961'STAMPED---7106 T 1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH
 AI0961'DIAMETER BY 25 FOOT (7.6 M) LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH
 AI0961'THE GROUND.
 AI0961
 AI0961                          STATION RECOVERY (2000)
 AI0961
 AI0961'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AI0961'THE MARK WAS RECOVERED 4 MI (6.4 KM) NORTH OF ELK RIVER, 5.65 MI (9.09
 AI0961'KM) NORTH ON TH 169 FROM JCT OF TH 10 AND TH 101, 54 FT (16.5 M) ESE
 AI0961'OF NB TH 169, AT TH 169 MP 163.8, 20.9 FT (6.4 M) WNW OF TEL CABLE
 AI0961'MARKER BOX, 1.9 FT (0.6 M) WEST OF WIT POST, RECESSED 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0963 ***********************************************************************
 AI0963  DESIGNATION -  7106 U
 AI0963  PID         -  AI0963
 AI0963  STATE/COUNTY-  MN/SHERBURNE
 AI0963  USGS QUAD   -  LAKE FREMONT (1991)
 AI0963
 AI0963                         *CURRENT SURVEY CONTROL
 AI0963  ___________________________________________________________________
 AI0963* NAD 83(1996)-  45 23 44.18410(N)    093 33 43.52820(W)     ADJUSTED  
 AI0963* NAVD 88     -       315.273  (meters)    1034.36   (feet)  ADJUSTED  
 AI0963  ___________________________________________________________________
 AI0963  X           -    -278,753.055 (meters)                     COMP
 AI0963  Y           -  -4,477,928.929 (meters)                     COMP
 AI0963  Z           -   4,518,533.950 (meters)                     COMP
 AI0963  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 AI0963  ELLIP HEIGHT-         287.17  (meters)          (08/29/02) GPS OBS
 AI0963  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AI0963  DYNAMIC HT  -         315.251 (meters)    1034.29  (feet)  COMP
 AI0963  MODELED GRAV-     980,538.4   (mgal)                       NAVD 88
 AI0963
 AI0963  HORZ ORDER  -  FIRST
 AI0963  VERT ORDER  -  SECOND    CLASS I
 AI0963  ELLP ORDER  -  THIRD     CLASS II
 AI0963
 AI0963.The horizontal coordinates were established by GPS observations
 AI0963.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AI0963
 AI0963.The orthometric height was determined by differential leveling
 AI0963.and adjusted by the National Geodetic Survey in August 2004..
 AI0963
 AI0963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0963
 AI0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0963
 AI0963.The ellipsoidal height was determined by GPS observations
 AI0963.and is referenced to NAD 83.
 AI0963
 AI0963.The geoid height was determined by GEOID03.
 AI0963
 AI0963.The dynamic height is computed by dividing the NAVD 88
 AI0963.geopotential number by the normal gravity value computed on the
 AI0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0963.degrees latitude (g = 980.6199 gals.).
 AI0963
 AI0963.The modeled gravity was interpolated from observed gravity values.
 AI0963
 AI0963;                    North         East     Units Scale Factor Converg.
 AI0963;SPC MN S     -   366,284.539   834,290.644   MT  1.00004403   +0 18 25.0
 AI0963;UTM  15      - 5,027,052.468   456,004.545   MT  0.99962380   -0 24 00.7
 AI0963
 AI0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0963!SPC MN S     -   0.99995498  x   1.00004403  =   0.99999901
 AI0963!UTM  15      -   0.99995498  x   0.99962380  =   0.99957880
 AI0963
 AI0963:                Primary Azimuth Mark                     Grid Az
 AI0963:SPC MN S     -  7106 V                                   339 42 12.2
 AI0963:UTM  15      -  7106 V                                   340 24 37.9
 AI0963
 AI0963|---------------------------------------------------------------------|
 AI0963| PID    Reference Object                     Distance      Geod. Az  |
 AI0963|                                                           dddmmss.s |
 AI0963| AI0964 7106 V                              APPROX. 1.0 KM 3400037.2 |
 AI0963|---------------------------------------------------------------------|
 AI0963
 AI0963                          SUPERSEDED SURVEY CONTROL
 AI0963
 AI0963  NAVD 88 (08/29/02)  315.28   (m)         1034.4    (f) LEVELING    3  
 AI0963
 AI0963.Superseded values are not recommended for survey control.
 AI0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0963.See file dsdata.txt to determine how the superseded data were derived.
 AI0963
 AI0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5600527052(NAD 83)
 AI0963_MARKER: DV = VERTICAL CONTROL DISK
 AI0963_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0963_STAMPING: 7106 U 1989
 AI0963_MARK LOGO: MNDT  
 AI0963_PROJECTION: RECESSED 5 CENTIMETERS
 AI0963_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0963+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 AI0963_ROD/PIPE-DEPTH: 24.4 meters
 AI0963
 AI0963  HISTORY     - Date     Condition        Report By
 AI0963  HISTORY     - 1989     MONUMENTED       MNDT
 AI0963  HISTORY     - 20000926 GOOD             MNDT
 AI0963
 AI0963                          STATION DESCRIPTION
 AI0963
 AI0963'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0963'THE MARK IS LOCATED ABOUT 3 MILES (4.8 KM) SOUTHEAST OF THE CITY OF
 AI0963'ZIMMERMAN, 3.5 MILES (5.6 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS
 AI0963'JUNCTION WITH COUNTY ROAD 4 IN ZIMMERMAN, AT MILEPOINT 165.6, AND IN
 AI0963'THE NW 1/4 OF SECTION 34, T34N, R26W.  THE MARK IS 77.5 FEET (23.6 M)
 AI0963'EAST-NORTHEAST OF AND ABOUT ONE FOOT HIGHER THAN THE CENTERLINE OF
 AI0963'NORTHBOUND HIGHWAY 169, 49.6 FEET (15.1 M) NORTH-NORTHWEST OF A POWER
 AI0963'POLE (NUMBER 45893), 44.3 FEET (13.5 M) SOUTH-SOUTHEAST OF A STEEL
 AI0963'TELEPHONE CABLE WARNING POST, AND 1.0 FOOT (0.3 M) WEST OF A STEEL
 AI0963'WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL
 AI0963'MONUMENT DISK STAMPED---7106 U 1989---, IS FORCED ONTO THE TOP OF A
 AI0963'DRIVEN 3/4-INCH DIAMETER BY 80 FOOT (24.4 M) LONG ALUMINUM ALLOY ROD
 AI0963'AND IS FLUSH WITH THE GROUND.
 AI0963
 AI0963                          STATION RECOVERY (2000)
 AI0963
 AI0963'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AI0963'THE MARK WAS RECOVERED 3 MI (4.8 KM) SE OF ZIMMERMAN, 3.5 MI (5.6 KM)
 AI0963'SOUTH OF JCT OF TH 169 AND CO RD 4, 77.5 FT (23.6 M) ENE OF NB TH 169,
 AI0963'AT TH 169 MP 165.6, 49.6 FT (15.1 M) NNW OF P-POLE 45893, 44.3 FT
 AI0963'(13.5 M) SSE OF TEL CABLE POST, 1 FT (0.3 M) WEST OF WIT POST,
 AI0963'RECESSED 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0964 ***********************************************************************
 AI0964  DESIGNATION -  7106 V
 AI0964  PID         -  AI0964
 AI0964  STATE/COUNTY-  MN/SHERBURNE
 AI0964  USGS QUAD   -  LAKE FREMONT (1991)
 AI0964
 AI0964                         *CURRENT SURVEY CONTROL
 AI0964  ___________________________________________________________________
 AI0964* NAD 83(1996)-  45 24 14.37365(N)    093 33 59.11802(W)     ADJUSTED  
 AI0964* NAVD 88     -       307.738  (meters)    1009.64   (feet)  ADJUSTED  
 AI0964  ___________________________________________________________________
 AI0964  X           -    -279,049.892 (meters)                     COMP
 AI0964  Y           -  -4,477,240.217 (meters)                     COMP
 AI0964  Z           -   4,519,183.044 (meters)                     COMP
 AI0964  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 AI0964  ELLIP HEIGHT-         279.65  (meters)          (08/29/02) GPS OBS
 AI0964  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AI0964  DYNAMIC HT  -         307.717 (meters)    1009.57  (feet)  COMP
 AI0964  MODELED GRAV-     980,539.5   (mgal)                       NAVD 88
 AI0964
 AI0964  HORZ ORDER  -  FIRST
 AI0964  VERT ORDER  -  SECOND    CLASS I
 AI0964  ELLP ORDER  -  THIRD     CLASS II
 AI0964
 AI0964.The horizontal coordinates were established by GPS observations
 AI0964.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AI0964
 AI0964.The orthometric height was determined by differential leveling
 AI0964.and adjusted by the National Geodetic Survey in August 2004..
 AI0964
 AI0964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0964
 AI0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0964
 AI0964.The ellipsoidal height was determined by GPS observations
 AI0964.and is referenced to NAD 83.
 AI0964
 AI0964.The geoid height was determined by GEOID03.
 AI0964
 AI0964.The dynamic height is computed by dividing the NAVD 88
 AI0964.geopotential number by the normal gravity value computed on the
 AI0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0964.degrees latitude (g = 980.6199 gals.).
 AI0964
 AI0964.The modeled gravity was interpolated from observed gravity values.
 AI0964
 AI0964;                    North         East     Units Scale Factor Converg.
 AI0964;SPC MN S     -   367,214.775   833,946.601   MT  1.00004633   +0 18 14.1
 AI0964;UTM  15      - 5,027,986.486   455,672.150   MT  0.99962416   -0 24 12.0
 AI0964
 AI0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0964!SPC MN S     -   0.99995616  x   1.00004633  =   1.00000249
 AI0964!UTM  15      -   0.99995616  x   0.99962416  =   0.99958034
 AI0964
 AI0964:                Primary Azimuth Mark                     Grid Az
 AI0964:SPC MN S     -  7106 W                                   000 57 40.9
 AI0964:UTM  15      -  7106 W                                   001 40 07.0
 AI0964
 AI0964|---------------------------------------------------------------------|
 AI0964| PID    Reference Object                     Distance      Geod. Az  |
 AI0964|                                                           dddmmss.s |
 AI0964| AI0966 7106 W                              APPROX. 1.8 KM 0011555.0 |
 AI0964|---------------------------------------------------------------------|
 AI0964
 AI0964                          SUPERSEDED SURVEY CONTROL
 AI0964
 AI0964  NAVD 88 (08/29/02)  307.74   (m)         1009.6    (f) LEVELING    3  
 AI0964
 AI0964.Superseded values are not recommended for survey control.
 AI0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0964.See file dsdata.txt to determine how the superseded data were derived.
 AI0964
 AI0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5567227986(NAD 83)
 AI0964_MARKER: DV = VERTICAL CONTROL DISK
 AI0964_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0964_STAMPING: 7106 V 1989
 AI0964_MARK LOGO: MNDT  
 AI0964_PROJECTION: RECESSED 3 CENTIMETERS
 AI0964_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0964+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 AI0964_ROD/PIPE-DEPTH: 10.7 meters
 AI0964
 AI0964  HISTORY     - Date     Condition        Report By
 AI0964  HISTORY     - 1989     MONUMENTED       MNDT
 AI0964  HISTORY     - 20000926 GOOD             MNDT
 AI0964
 AI0964                          STATION DESCRIPTION
 AI0964
 AI0964'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0964'THE MARK IS LOCATED ABOUT 2-1/4 MILES SOUTHEAST OF THE CITY OF
 AI0964'ZIMMERMAN, 3.5 MILES (5.6 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS
 AI0964'JUNCTION WITH COUNTY ROAD 4 IN ZIMMERMAN, AT MILEPOINT 166.15, AND IN
 AI0964'THE SW 1/4 OF SECTION 27, T34N, R26W.  THE MARK IS 57.0 FEET (17.4 M)
 AI0964'EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF NORTHBOUND HIGHWAY 169,
 AI0964'65.0 FEET (19.8 M) NORTH-NORTHWEST OF A POWER POLE (NUMBER 45904), AND
 AI0964'1.0 FOOT (0.3 M) WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AI0964'MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---7106 V 1989---,
 AI0964'IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 35 FOOT (10.7
 AI0964'M) LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.
 AI0964
 AI0964                          STATION RECOVERY (2000)
 AI0964
 AI0964'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AI0964'THE MARK WAS RECOVERED 2.25 MI (3.62 KM) SE OF ZIMMERMAN, 3.5 MI (5.6
 AI0964'KM) SOUTH OF JCT OF TH 169 AND CO RD 4, 57 FT (17.4 M) EAST OF NB TH
 AI0964'169, AT TH 169 MP 166.15, 65 FT (19.8 M) NNW OF P-POLE 45904, 1 FT
 AI0964'(0.3 M) WEST OF WIT POST, RECESSED 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0966 ***********************************************************************
 AI0966  DESIGNATION -  7106 W
 AI0966  PID         -  AI0966
 AI0966  STATE/COUNTY-  MN/SHERBURNE
 AI0966  USGS QUAD   -  LAKE FREMONT (1991)
 AI0966
 AI0966                         *CURRENT SURVEY CONTROL
 AI0966  ___________________________________________________________________
 AI0966* NAD 83(1996)-  45 25 13.59727(N)    093 33 57.26057(W)     ADJUSTED  
 AI0966* NAVD 88     -       292.767  (meters)     960.52   (feet)  ADJUSTED  
 AI0966  ___________________________________________________________________
 AI0966  X           -    -278,927.930 (meters)                     COMP
 AI0966  Y           -  -4,475,932.598 (meters)                     COMP
 AI0966  Z           -   4,520,455.957 (meters)                     COMP
 AI0966  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 AI0966  ELLIP HEIGHT-         264.69  (meters)          (08/29/02) GPS OBS
 AI0966  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AI0966  DYNAMIC HT  -         292.747 (meters)     960.45  (feet)  COMP
 AI0966  MODELED GRAV-     980,541.0   (mgal)                       NAVD 88
 AI0966
 AI0966  HORZ ORDER  -  FIRST
 AI0966  VERT ORDER  -  SECOND    CLASS I
 AI0966  ELLP ORDER  -  THIRD     CLASS II
 AI0966
 AI0966.The horizontal coordinates were established by GPS observations
 AI0966.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AI0966
 AI0966.The orthometric height was determined by differential leveling
 AI0966.and adjusted by the National Geodetic Survey in August 2004..
 AI0966
 AI0966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0966
 AI0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0966
 AI0966.The ellipsoidal height was determined by GPS observations
 AI0966.and is referenced to NAD 83.
 AI0966
 AI0966.The geoid height was determined by GEOID03.
 AI0966
 AI0966.The dynamic height is computed by dividing the NAVD 88
 AI0966.geopotential number by the normal gravity value computed on the
 AI0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0966.degrees latitude (g = 980.6199 gals.).
 AI0966
 AI0966.The modeled gravity was interpolated from observed gravity values.
 AI0966
 AI0966;                    North         East     Units Scale Factor Converg.
 AI0966;SPC MN S     -   369,043.415   833,977.287   MT  1.00005092   +0 18 15.4
 AI0966;UTM  15      - 5,029,813.832   455,725.385   MT  0.99962410   -0 24 11.1
 AI0966
 AI0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0966!SPC MN S     -   0.99995850  x   1.00005092  =   1.00000942
 AI0966!UTM  15      -   0.99995850  x   0.99962410  =   0.99958262
 AI0966
 AI0966:                Primary Azimuth Mark                     Grid Az
 AI0966:SPC MN S     -  7106 V                                   180 57 41.0
 AI0966:UTM  15      -  7106 V                                   181 40 07.5
 AI0966
 AI0966|---------------------------------------------------------------------|
 AI0966| PID    Reference Object                     Distance      Geod. Az  |
 AI0966|                                                           dddmmss.s |
 AI0966| AI0964 7106 V                              APPROX. 1.8 KM 1811556.4 |
 AI0966|---------------------------------------------------------------------|
 AI0966
 AI0966                          SUPERSEDED SURVEY CONTROL
 AI0966
 AI0966  NAVD 88 (08/29/02)  292.77   (m)          960.5    (f) LEVELING    3  
 AI0966
 AI0966.Superseded values are not recommended for survey control.
 AI0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0966.See file dsdata.txt to determine how the superseded data were derived.
 AI0966
 AI0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5572529814(NAD 83)
 AI0966_MARKER: DV = VERTICAL CONTROL DISK
 AI0966_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0966_STAMPING: 7106 W 1989
 AI0966_MARK LOGO: MNDT  
 AI0966_PROJECTION: FLUSH
 AI0966_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0966+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 AI0966_ROD/PIPE-DEPTH: 13.7 meters
 AI0966
 AI0966  HISTORY     - Date     Condition        Report By
 AI0966  HISTORY     - 1989     MONUMENTED       MNDT
 AI0966  HISTORY     - 20000926 GOOD             MNDT
 AI0966
 AI0966                          STATION DESCRIPTION
 AI0966
 AI0966'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0966'THE MARK IS LOCATED ABOUT 1-1/3 MILES SOUTHEAST OF THE CITY OF
 AI0966'ZIMMERMAN, 1.85 MILES (2.98 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS
 AI0966'JUNCTION WITH COUNTY ROAD 4 IN ZIMMERMAN, AT MILEPOINT 167.3, AND IN
 AI0966'THE SW 1/4 OF SECTION 22, T34N, R26W.  THE MARK IS 64.0 FEET (19.5 M)
 AI0966'EAST-NORTHEAST OF AND ABOUT 4 FEET (1.2 M) LOWER THAN THE CENTERLINE
 AI0966'OF NORTHBOUND HIGHWAY 169, 7.0 FEET (2.1 M) WEST-SOUTHWEST OF A POWER
 AI0966'POLE (NUMBER 85873), AND 1.0 FOOT (0.3 M) SOUTH-SOUTHEAST OF A STEEL
 AI0966'WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL
 AI0966'MONUMENT DISK STAMPED---7106 W 1989---, IS FORCED ONTO THE TOP OF A
 AI0966'DRIVEN 3/4-INCH DIAMETER BY 45 FOOT (13.7 M) LONG ALUMINUM ALLOY ROD
 AI0966'AND IS FLUSH WITH THE GROUND.
 AI0966
 AI0966                          STATION RECOVERY (2000)
 AI0966
 AI0966'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AI0966'THE MARK WAS RECOVERED 1.3 MI (2.1 KM) SE OF ZIMMERMAN, 1.85 MI (2.98
 AI0966'KM) SOUTH OF JCT OF TH 169 AND CO RD 4, 64 FT (19.5 M) ENE OF NB TH
 AI0966'169, AT TH 169 MP 167.3, 7 FT (2.1 M) WSW OF P-POLE 85873, 1 FT (0.3
 AI0966'M) SSE OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0967 ***********************************************************************
 AI0967  DESIGNATION -  7106 X
 AI0967  PID         -  AI0967
 AI0967  STATE/COUNTY-  MN/SHERBURNE
 AI0967  USGS QUAD   -  LAKE FREMONT (1991)
 AI0967
 AI0967                         *CURRENT SURVEY CONTROL
 AI0967  ___________________________________________________________________
 AI0967* NAD 83(1996)-  45 25 44.72118(N)    093 34 24.31271(W)     ADJUSTED  
 AI0967* NAVD 88     -       292.998  (meters)     961.28   (feet)  ADJUSTED  
 AI0967  ___________________________________________________________________
 AI0967  X           -    -279,472.307 (meters)                     COMP
 AI0967  Y           -  -4,475,213.016 (meters)                     COMP
 AI0967  Z           -   4,521,130.556 (meters)                     COMP
 AI0967  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 AI0967  ELLIP HEIGHT-         264.96  (meters)          (08/29/02) GPS OBS
 AI0967  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AI0967  DYNAMIC HT  -         292.979 (meters)     961.22  (feet)  COMP
 AI0967  MODELED GRAV-     980,542.3   (mgal)                       NAVD 88
 AI0967
 AI0967  HORZ ORDER  -  FIRST
 AI0967  VERT ORDER  -  SECOND    CLASS I
 AI0967  ELLP ORDER  -  THIRD     CLASS II
 AI0967
 AI0967.The horizontal coordinates were established by GPS observations
 AI0967.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AI0967
 AI0967.The orthometric height was determined by differential leveling
 AI0967.and adjusted by the National Geodetic Survey in August 2004..
 AI0967
 AI0967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI0967
 AI0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI0967
 AI0967.The ellipsoidal height was determined by GPS observations
 AI0967.and is referenced to NAD 83.
 AI0967
 AI0967.The geoid height was determined by GEOID03.
 AI0967
 AI0967.The dynamic height is computed by dividing the NAVD 88
 AI0967.geopotential number by the normal gravity value computed on the
 AI0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0967.degrees latitude (g = 980.6199 gals.).
 AI0967
 AI0967.The modeled gravity was interpolated from observed gravity values.
 AI0967
 AI0967;                    North         East     Units Scale Factor Converg.
 AI0967;SPC MN S     -   370,001.220   833,384.107   MT  1.00005336   +0 17 56.4
 AI0967;UTM  15      - 5,030,778.475   455,144.324   MT  0.99962474   -0 24 30.6
 AI0967
 AI0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0967!SPC MN S     -   0.99995846  x   1.00005336  =   1.00001182
 AI0967!UTM  15      -   0.99995846  x   0.99962474  =   0.99958322
 AI0967
 AI0967:                Primary Azimuth Mark                     Grid Az
 AI0967:SPC MN S     -  7106 W                                   148 13 46.3
 AI0967:UTM  15      -  7106 W                                   148 56 13.3
 AI0967
 AI0967|---------------------------------------------------------------------|
 AI0967| PID    Reference Object                     Distance      Geod. Az  |
 AI0967|                                                           dddmmss.s |
 AI0967| AI0966 7106 W                              APPROX. 1.1 KM 1483142.7 |
 AI0967| DE6987 ITAL                                APPROX. 0.5 KM 1511235.1 |
 AI0967|---------------------------------------------------------------------|
 AI0967
 AI0967                          SUPERSEDED SURVEY CONTROL
 AI0967
 AI0967  NAVD 88 (08/29/02)  293.00   (m)          961.3    (f) LEVELING    3  
 AI0967
 AI0967.Superseded values are not recommended for survey control.
 AI0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0967.See file dsdata.txt to determine how the superseded data were derived.
 AI0967
 AI0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5514430778(NAD 83)
 AI0967_MARKER: DV = VERTICAL CONTROL DISK
 AI0967_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0967_STAMPING: 7106 X 1989
 AI0967_MARK LOGO: MNDT  
 AI0967_PROJECTION: FLUSH
 AI0967_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0967+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 AI0967_ROD/PIPE-DEPTH:  6.1 meters
 AI0967
 AI0967  HISTORY     - Date     Condition        Report By
 AI0967  HISTORY     - 1989     MONUMENTED       MNDT
 AI0967  HISTORY     - 20000926 GOOD             MNDT
 AI0967
 AI0967                          STATION DESCRIPTION
 AI0967
 AI0967'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0967'THE MARK IS LOCATED ABOUT 1/2 MILE SOUTHEAST OF THE CITY OF ZIMMERMAN,
 AI0967'1.15 MILES (1.85 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION
 AI0967'WITH COUNTY ROAD 4 IN ZIMMERMAN, AT MILEPOINT 168.05, AND IN THE NE
 AI0967'1/4 OF SECTION 21, T34N, R26W.  THE MARK IS 70.5 FEET (21.5 M)
 AI0967'EAST-NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF NORTHBOUND
 AI0967'HIGHWAY 169, 17.4 FEET (5.3 M) SOUTH OF A POWER POLE (NUMBER 85873)
 AI0967'WITH A TRANSFORMER, 55.5 FEET (16.9 M) NORTH-NORTHWEST OF A TELEPHONE
 AI0967'CABLE MARKER POST, 99.5 FEET (30.3 M) SOUTH OF A THE CENTER OF 253RD
 AI0967'AVENUE, 72.1 FEET (22.0 M) SOUTH-SOUTHEAST OF A STEEL STREET SIGN
 AI0967'POST, 1.1 FOOT (0.3 M) WEST-SOUTHWEST OF A STEEL WITNESS POST.  THE
 AI0967'MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 AI0967'STAMPED---7106 X 1989---, IS FORCED ONTO THE TOP OF A DRIVEN (TO
 AI0967'REFUSAL) 3/4-INCH DIAMETER BY 20 FOOT (6.1 M) LONG ALUMINUM ALLOY ROD
 AI0967'AND IS FLUSH WITH THE GROUND.
 AI0967
 AI0967                          STATION RECOVERY (2000)
 AI0967
 AI0967'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AI0967'THE MARK WAS RECOVERED 0.5 MI (0.8 KM) SE OF ZIMMERMAN, 1.15 MI (1.85
 AI0967'KM) SOUTH OF JCT TH 169 AND CO RD 4, 70.5 FT (21.5 M) ENE OF NB TH
 AI0967'169, AT TH 169 MP 168.05, 17.4 FT (5.3 M) SOUTH OF P-POLE 85873 WITH
 AI0967'TRANSFORMER, 55.5 FT (16.9 M) NNW OF TEL CABLE MARKER POST, 99.5 FT
 AI0967'(30.3 M) SOUTH OF 253RD AVE, 72.1 FT (22.0 M) SSE OF STREET SIGN POST,
 AI0967'1.1 FT (0.3 M) WSW OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0968 ***********************************************************************
 AI0968  DESIGNATION -  7106 Z
 AI0968  PID         -  AI0968
 AI0968  STATE/COUNTY-  MN/SHERBURNE
 AI0968  USGS QUAD   -  LAKE FREMONT (1991)
 AI0968
 AI0968                         *CURRENT SURVEY CONTROL
 AI0968  ___________________________________________________________________
 AI0968* NAD 83(1986)-  45 26 38.     (N)    093 35 01.     (W)     SCALED    
 AI0968* NAVD 88     -       297.698  (meters)     976.70   (feet)  ADJUSTED  
 AI0968  ___________________________________________________________________
 AI0968  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AI0968  DYNAMIC HT  -         297.679 (meters)     976.64  (feet)  COMP
 AI0968  MODELED GRAV-     980,544.7   (mgal)                       NAVD 88
 AI0968
 AI0968  VERT ORDER  -  SECOND    CLASS I
 AI0968
 AI0968.The horizontal coordinates were scaled from a topographic map and have
 AI0968.an estimated accuracy of +/- 6 seconds.
 AI0968
 AI0968.The orthometric height was determined by differential leveling
 AI0968.and adjusted by the National Geodetic Survey in August 2004..
 AI0968
 AI0968.The geoid height was determined by GEOID03.
 AI0968
 AI0968.The dynamic height is computed by dividing the NAVD 88
 AI0968.geopotential number by the normal gravity value computed on the
 AI0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0968.degrees latitude (g = 980.6199 gals.).
 AI0968
 AI0968.The modeled gravity was interpolated from observed gravity values.
 AI0968
 AI0968;                    North         East    Units  Estimated Accuracy
 AI0968;SPC MN S     -   371,640.      832,580.      MT  (+/- 180 meters Scaled)
 AI0968
 AI0968                          SUPERSEDED SURVEY CONTROL
 AI0968
 AI0968.No superseded survey control is available for this station.
 AI0968
 AI0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL543324(NAD 83)
 AI0968_MARKER: DV = VERTICAL CONTROL DISK
 AI0968_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI0968+WITH SETTING: PAVEMENT
 AI0968_SP_SET: SIGN BASE
 AI0968_STAMPING: 7106 Z 1989
 AI0968_MARK LOGO: MNDT  
 AI0968_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0968+STABILITY: SURFACE MOTION
 AI0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0968+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AI0968
 AI0968  HISTORY     - Date     Condition        Report By
 AI0968  HISTORY     - 1989     MONUMENTED       MNDT
 AI0968
 AI0968                          STATION DESCRIPTION
 AI0968
 AI0968'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0968'THE MARK IS LOCATED IN THE CITY OF ZIMMERMAN, IN THE NORTHEAST
 AI0968'QUADRANT AT THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 4, AT A
 AI0968'HOLIDAY GAS STATION SIGN, AT HIGHWAY 169 MILEPOINT 169.25, AND IN THE
 AI0968'SW 1/4 OF SECTION 9, T34N, R26W.  THE MARK IS 85.0 FEET (25.9 M)
 AI0968'NORTHEAST OF AND ABOUT 4 FEET (1.2 M) HIGHER THEN THE CENTERLINE OF
 AI0968'NORTHBOUND HIGHWAY 169, 139.0 FEET (42.4 M) NORTH OF THE CENTERLINE OF
 AI0968'COUNTY ROAD 4, 12.5 FEET (3.8 M) NORTH-NORTHEAST OF A POWER POLE WITH
 AI0968'A TRANSFORMER, 90.5 FEET (27.6 M) WEST-SOUTHWEST OF THE SOUTHWEST
 AI0968'CORNER OF THE STATION BUILDING, 53.6 FEET (16.3 M) NORTHWEST OF A FLAG
 AI0968'POLE, 1.5 FEET (0.5 M) SOUTHWEST OF THE HOLIDAY SIGN , 0.3 FOOT (9.1
 AI0968'CM) NORTH OF THE SOUTH EDGE AND 2.1 FEET (0.6 M) WEST OF THE WEST EDGE
 AI0968'OF THE CONCRETE BASE OF THE SIGN.  THE MARK, A STANDARD MAGNETIC MNDT
 AI0968'VERTICAL CONTROL MONUMENT DISK STAMPED---7106 Z 1989---, IS SET FLUSH
 AI0968'IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE BASE FOR A
 AI0968'HOLIDAY GAS STATION SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8833 ***********************************************************************
 AJ8833  DESIGNATION -  7108 A
 AJ8833  PID         -  AJ8833
 AJ8833  STATE/COUNTY-  MN/SHERBURNE
 AJ8833  USGS QUAD   -  CLEARWATER (1991)
 AJ8833
 AJ8833                         *CURRENT SURVEY CONTROL
 AJ8833  ___________________________________________________________________
 AJ8833* NAD 83(1996)-  45 25 53.49632(N)    094 01 08.88791(W)     ADJUSTED  
 AJ8833* NAVD 88     -       301.022  (meters)     987.60   (feet)  ADJUSTED  
 AJ8833  ___________________________________________________________________
 AJ8833  X           -    -314,263.975 (meters)                     COMP
 AJ8833  Y           -  -4,472,717.085 (meters)                     COMP
 AJ8833  Z           -   4,521,326.843 (meters)                     COMP
 AJ8833  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 AJ8833  ELLIP HEIGHT-         273.61  (meters)          (07/14/03) GPS OBS
 AJ8833  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AJ8833  DYNAMIC HT  -         301.009 (meters)     987.56  (feet)  COMP
 AJ8833  MODELED GRAV-     980,562.8   (mgal)                       NAVD 88
 AJ8833
 AJ8833  HORZ ORDER  -  FIRST
 AJ8833  VERT ORDER  -  SECOND    CLASS I
 AJ8833  ELLP ORDER  -  THIRD     CLASS II
 AJ8833
 AJ8833.The horizontal coordinates were established by GPS observations
 AJ8833.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8833
 AJ8833.The orthometric height was determined by differential leveling
 AJ8833.and adjusted by the National Geodetic Survey in August 2004..
 AJ8833
 AJ8833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8833
 AJ8833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8833
 AJ8833.The ellipsoidal height was determined by GPS observations
 AJ8833.and is referenced to NAD 83.
 AJ8833
 AJ8833.The geoid height was determined by GEOID03.
 AJ8833
 AJ8833.The dynamic height is computed by dividing the NAVD 88
 AJ8833.geopotential number by the normal gravity value computed on the
 AJ8833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8833.degrees latitude (g = 980.6199 gals.).
 AJ8833
 AJ8833.The modeled gravity was interpolated from observed gravity values.
 AJ8833
 AJ8833;                    North         East     Units Scale Factor Converg.
 AJ8833;SPC MN S     -   370,185.210   798,502.511   MT  1.00005405   -0 00 48.3
 AJ8833;UTM  15      - 5,031,394.488   420,281.805   MT  0.99967813   -0 43 33.9
 AJ8833
 AJ8833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8833!SPC MN S     -   0.99995711  x   1.00005405  =   1.00001115
 AJ8833!UTM  15      -   0.99995711  x   0.99967813  =   0.99963525
 AJ8833
 AJ8833:                Primary Azimuth Mark                     Grid Az
 AJ8833:SPC MN S     -  7108 B                                   044 03 14.8
 AJ8833:UTM  15      -  7108 B                                   044 46 00.4
 AJ8833
 AJ8833|---------------------------------------------------------------------|
 AJ8833| PID    Reference Object                     Distance      Geod. Az  |
 AJ8833|                                                           dddmmss.s |
 AJ8833| AJ8834 7108 B                              APPROX. 1.4 KM 0440226.5 |
 AJ8833|---------------------------------------------------------------------|
 AJ8833
 AJ8833                          SUPERSEDED SURVEY CONTROL
 AJ8833
 AJ8833  NAVD 88 (09/20/06)  301.00   (m)          987.5    (f) LEVELING    3  
 AJ8833  NAVD 88 (07/14/03)  301.01   (m)          987.6    (f) LEVELING    3  
 AJ8833
 AJ8833.Superseded values are not recommended for survey control.
 AJ8833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8833.See file dsdata.txt to determine how the superseded data were derived.
 AJ8833
 AJ8833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2028231394(NAD 83)
 AJ8833_MARKER: DD = SURVEY DISK
 AJ8833_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8833_STAMPING: 7108 A 1996
 AJ8833_MARK LOGO: MNDT  
 AJ8833_PROJECTION: FLUSH
 AJ8833_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8833+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 AJ8833_ROD/PIPE-DEPTH: 18.0 meters
 AJ8833
 AJ8833  HISTORY     - Date     Condition        Report By
 AJ8833  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8833  HISTORY     - 1996     GOOD             MNDT
 AJ8833  HISTORY     - 20050428 GOOD             MNDT
 AJ8833  HISTORY     - 20060427 GOOD             MNDT
 AJ8833
 AJ8833                          STATION DESCRIPTION
 AJ8833
 AJ8833'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8833'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SW OF CLEAR LAKE.  TO REACH
 AJ8833'THE MARK, GO 1.5 MI (2.4 KM) SW ON TH 24 FROM THE JCT TH 10 AND TH 24
 AJ8833'IN CLEAR LAKE TO TH 24 MP 46.5.  THE MARK, A DISK SET ON A DRIVEN
 AJ8833'ALUMINUM ROD, IS 64.5 FT (19.7 M) SE OF TH 24, 129.3 FT (39.4 M) NE OF
 AJ8833'A P-POLE, 169.0 FT (51.5 M) SW OF A P-POLE, AND 3.0 FT (0.9 M) NE OF A
 AJ8833'WITNESS POST.
 AJ8833
 AJ8833                          STATION RECOVERY (1996)
 AJ8833
 AJ8833'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8833'THE MARK IS LOCATED 1.5 MI (2.4 KM) SW OF CLEAR LAKE, 1.5 MI (2.4 KM)
 AJ8833'SW OF THE JCT OF TH 10 AND TH 24, AT TH 24 MP 46.5, 64.5 FT (19.7 M)
 AJ8833'SE OF TH 24, 129.3 FT (39.4 M) NE OF A P-POLE, 169.0 FT (51.5 M) SW OF
 AJ8833'A P-POLE AND 3 FT (0.9 M) NE OF A WIT POST.
 AJ8833
 AJ8833                          STATION RECOVERY (2005)
 AJ8833
 AJ8833'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BB)
 AJ8833'1.5 MILES SOUTHWEST OF CLEAR LAKE, 1.5 MILES SOUTHWEST ON TRUNK
 AJ8833'HIGHWAY 24 FROM JUNCTION TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 24 IN
 AJ8833'CLEAR LAKE, AT TRUNK HIGHWAY 24 MILEPOINT 46.5, 64.5 FEET SOUTHEAST OF
 AJ8833'TRUNK HIGHWAY 24, 129.3 FEET NORTHEAST OF POWER POLE, 169.0 FEET
 AJ8833'SOUTHWEST OF POWER POLE, 3.0 FEET NORTHEAST OF WITNESS POST
 AJ8833
 AJ8833                          STATION RECOVERY (2006)
 AJ8833
 AJ8833'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AJ8833'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AJ8833'THE MARK IS 1.5 MILES (2.4 KM) SOUTHWEST OF CLEAR LAKE, 1.5 MILES (2.4
 AJ8833'KM) SOUTHWEST ON TRUNK HIGHWAY 24 FROM JUNCTION TRUNK HIGHWAY 10 AND
 AJ8833'TRUNK HIGHWAY 24 IN CLEAR LAKE, AT TRUNK HIGHWAY 24 MILEPOINT 46.5,
 AJ8833'64.5 FEET (19.7 M) SOUTHEAST OF TRUNK HIGHWAY 24, 129.3 FEET (39.4 M)
 AJ8833'NORTHEAST OF POWER POLE, 169.0 FEET (51.5 M) SOUTHWEST OF POWER POLE,
 AJ8833'3.0 FEET (0.9 M) NORTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ8834 ***********************************************************************
 AJ8834  DESIGNATION -  7108 B
 AJ8834  PID         -  AJ8834
 AJ8834  STATE/COUNTY-  MN/SHERBURNE
 AJ8834  USGS QUAD   -  CLEARWATER (1991)
 AJ8834
 AJ8834                         *CURRENT SURVEY CONTROL
 AJ8834  ___________________________________________________________________
 AJ8834* NAD 83(1996)-  45 26 26.41139(N)    094 00 23.66858(W)     ADJUSTED  
 AJ8834* NAVD 88     -       301.946  (meters)     990.63   (feet)  ADJUSTED  
 AJ8834  ___________________________________________________________________
 AJ8834  X           -    -313,232.874 (meters)                     COMP
 AJ8834  Y           -  -4,472,064.278 (meters)                     COMP
 AJ8834  Z           -   4,522,040.583 (meters)                     COMP
 AJ8834  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 AJ8834  ELLIP HEIGHT-         274.54  (meters)          (07/14/03) GPS OBS
 AJ8834  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AJ8834  DYNAMIC HT  -         301.933 (meters)     990.59  (feet)  COMP
 AJ8834  MODELED GRAV-     980,563.5   (mgal)                       NAVD 88
 AJ8834
 AJ8834  HORZ ORDER  -  FIRST
 AJ8834  VERT ORDER  -  SECOND    CLASS I
 AJ8834  ELLP ORDER  -  THIRD     CLASS II
 AJ8834
 AJ8834.The horizontal coordinates were established by GPS observations
 AJ8834.and adjusted by the MN DEPT OF TRANSP in July 2003..
 AJ8834
 AJ8834.The orthometric height was determined by differential leveling
 AJ8834.and adjusted by the National Geodetic Survey in August 2004..
 AJ8834
 AJ8834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8834
 AJ8834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ8834
 AJ8834.The ellipsoidal height was determined by GPS observations
 AJ8834.and is referenced to NAD 83.
 AJ8834
 AJ8834.The geoid height was determined by GEOID03.
 AJ8834
 AJ8834.The dynamic height is computed by dividing the NAVD 88
 AJ8834.geopotential number by the normal gravity value computed on the
 AJ8834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8834.degrees latitude (g = 980.6199 gals.).
 AJ8834
 AJ8834.The modeled gravity was interpolated from observed gravity values.
 AJ8834
 AJ8834;                    North         East     Units Scale Factor Converg.
 AJ8834;SPC MN S     -   371,201.276   799,485.573   MT  1.00005667   -0 00 16.6
 AJ8834;UTM  15      - 5,032,397.868   421,277.052   MT  0.99967619   -0 43 02.1
 AJ8834
 AJ8834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8834!SPC MN S     -   0.99995696  x   1.00005667  =   1.00001363
 AJ8834!UTM  15      -   0.99995696  x   0.99967619  =   0.99963316
 AJ8834
 AJ8834:                Primary Azimuth Mark                     Grid Az
 AJ8834:SPC MN S     -  7108 A                                   224 03 15.3
 AJ8834:UTM  15      -  7108 A                                   224 46 00.8
 AJ8834
 AJ8834|---------------------------------------------------------------------|
 AJ8834| PID    Reference Object                     Distance      Geod. Az  |
 AJ8834|                                                           dddmmss.s |
 AJ8834| AJ8833 7108 A                              APPROX. 1.4 KM 2240258.7 |
 AJ8834|---------------------------------------------------------------------|
 AJ8834
 AJ8834                          SUPERSEDED SURVEY CONTROL
 AJ8834
 AJ8834  NAVD 88 (07/14/03)  301.94   (m)          990.6    (f) LEVELING    3  
 AJ8834
 AJ8834.Superseded values are not recommended for survey control.
 AJ8834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8834.See file dsdata.txt to determine how the superseded data were derived.
 AJ8834
 AJ8834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2127732398(NAD 83)
 AJ8834_MARKER: DD = SURVEY DISK
 AJ8834_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8834_STAMPING: 7108 B 1996
 AJ8834_MARK LOGO: MNDT  
 AJ8834_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8834_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8834+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8834_ROD/PIPE-DEPTH: 12.2 meters
 AJ8834
 AJ8834  HISTORY     - Date     Condition        Report By
 AJ8834  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8834  HISTORY     - 1996     GOOD             MNDT
 AJ8834
 AJ8834                          STATION DESCRIPTION
 AJ8834
 AJ8834'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8834'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SW OF CLEAR LAKE.  TO REACH
 AJ8834'THE MARK, GO 0.6 MI (1.0 KM) SW ON TH 24 FROM THE JCT TH 10 AND TH 24
 AJ8834'IN CLEAR LAKE TO TH 24 MP 47.35.  THE MARK, A DISK SET ON A DRIVEN
 AJ8834'ALUMINUM ROD, IS 72.0 FT (21.9 M) NW OF TH 24, 40.5 FT (12.3 M) SW OF
 AJ8834'A DRIVEWAY, 19.0 FT (5.8 M) SW OF A P-POLE, 72.9 FT (22.2 M) SW OF A
 AJ8834'CONC R/W POST, 106.4 FT (32.4 M) SSE OF A FLAG POLE, 221.5 FT (67.5 M)
 AJ8834'ENE OF A CABLE PEDESTAL, AND 19.0 FT (5.8 M) SW OF A WIT POST.  THE
 AJ8834'MARK IS RECESSED 0.1 FT (3.0 CM) BELOW THE GROUND.
 AJ8834
 AJ8834                          STATION RECOVERY (1996)
 AJ8834
 AJ8834'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8834'THE MARK IS LOCATED 0.6 MI (1.0 KM) SW ON TH 24 FROM THE JCT OF TH 10
 AJ8834'IN CLEAR LAKE, AT TH 24 MP 47.35, 72 FT (21.9 M) NW OF TH 24, 40.5 FT
 AJ8834'(12.3 M) SW OF A DRIVEWAY, 19 FT (5.8 M) SW OF A P-POLE, 72.9 FT (22.2
 AJ8834'M) SW OF A CONCRETE R/W POST, 106.4 FT (32.4 M) SSE OF A FLAG POLE,
 AJ8834'221.5 FT (67.5 M) ENE OF A CABLE PEDESTAL, 19 FT (5.8 M) SW OF A WIT
 AJ8834'POST AND RECESSED 0.1 FT (3.0 CM).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8383 ***********************************************************************
 DG8383  DESIGNATION -  711.20
 DG8383  PID         -  DG8383
 DG8383  STATE/COUNTY-  MN/WINONA
 DG8383  USGS QUAD   -  BEAVER (1977)
 DG8383
 DG8383                         *CURRENT SURVEY CONTROL
 DG8383  ___________________________________________________________________
 DG8383* NAD 83(1986)-  44 09 02.     (N)    092 00 19.     (W)     SCALED    
 DG8383* NAVD 88     -       216.731  (meters)     711.06   (feet)  ADJUSTED  
 DG8383  ___________________________________________________________________
 DG8383  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 DG8383  DYNAMIC HT  -         216.701 (meters)     710.96  (feet)  COMP
 DG8383  MODELED GRAV-     980,475.8   (mgal)                       NAVD 88
 DG8383
 DG8383  VERT ORDER  -  SECOND    CLASS I
 DG8383
 DG8383.The horizontal coordinates were scaled from a topographic map and have
 DG8383.an estimated accuracy of +/- 6 seconds.
 DG8383
 DG8383.The orthometric height was determined by differential leveling
 DG8383.and adjusted by the National Geodetic Survey in February 2005..
 DG8383
 DG8383.The geoid height was determined by GEOID03.
 DG8383
 DG8383.The dynamic height is computed by dividing the NAVD 88
 DG8383.geopotential number by the normal gravity value computed on the
 DG8383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8383.degrees latitude (g = 980.6199 gals.).
 DG8383
 DG8383.The modeled gravity was interpolated from observed gravity values.
 DG8383
 DG8383;                    North         East    Units  Estimated Accuracy
 DG8383;SPC MN S     -   229,790.      959,560.      MT  (+/- 180 meters Scaled)
 DG8383
 DG8383                          SUPERSEDED SURVEY CONTROL
 DG8383
 DG8383.No superseded survey control is available for this station.
 DG8383
 DG8383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ795890(NAD 83)
 DG8383_MARKER: DD = SURVEY DISK
 DG8383_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG8383_SP_SET: BRIDGE RAIL
 DG8383_STAMPING: 711.20
 DG8383_MARK LOGO: MN-085
 DG8383_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG8383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG8383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG8383+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1999
 DG8383
 DG8383  HISTORY     - Date     Condition        Report By
 DG8383  HISTORY     - 1950     MONUMENTED       MN-085
 DG8383  HISTORY     - 19990728 GOOD             MNDT
 DG8383
 DG8383                          STATION DESCRIPTION
 DG8383
 DG8383'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DG8383'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 7 MI (11.3 KM)
 DG8383'SOUTH OF WEAVER, IN ABUT AT SW COR OF CO RD 30 BRDG NO 85508 OVER
 DG8383'WHITEWATER RIVER, 7 MI (11.3 KM) SOUTH ALONG TH 74 FROM JCT OF TH 74
 DG8383'AND TH 61 IN WEAVER TO TH 74 MP 48.30, THENCE 0.1 MILE (0.2 KM) EAST
 DG8383'ON CO RD 30, 20 FT (6.1 M) SOUTH OF CO RD 30, 2 FT (0.6 M) SOUTH OF
 DG8383'BRDG RAIL, 5.6 FT (1.7 M) SW OF SIGN POST, FLUSH, AND NOT SUITABLE FOR
 DG8383'GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ2283 ***********************************************************************
 SJ2283  DESIGNATION -  72 1
 SJ2283  PID         -  SJ2283
 SJ2283  STATE/COUNTY-  MN/ITASCA
 SJ2283  USGS QUAD   -  COHASSET EAST (1969)
 SJ2283
 SJ2283                         *CURRENT SURVEY CONTROL
 SJ2283  ___________________________________________________________________
 SJ2283* NAD 83(1986)-  47 16 56.     (N)    093 31 53.     (W)     SCALED    
 SJ2283* NAVD 88     -       400.407  (meters)    1313.67   (feet)  ADJUSTED  
 SJ2283  ___________________________________________________________________
 SJ2283  GEOID HEIGHT-         -29.37  (meters)                     GEOID03
 SJ2283  DYNAMIC HT  -         400.442 (meters)    1313.78  (feet)  COMP
 SJ2283  MODELED GRAV-     980,688.5   (mgal)                       NAVD 88
 SJ2283
 SJ2283  VERT ORDER  -  SECOND    CLASS I
 SJ2283
 SJ2283.The horizontal coordinates were scaled from a topographic map and have
 SJ2283.an estimated accuracy of +/- 6 seconds.
 SJ2283
 SJ2283.The orthometric height was determined by differential leveling
 SJ2283.and adjusted by the National Geodetic Survey in June 1991..
 SJ2283
 SJ2283.The geoid height was determined by GEOID03.
 SJ2283
 SJ2283.The dynamic height is computed by dividing the NAVD 88
 SJ2283.geopotential number by the normal gravity value computed on the
 SJ2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ2283.degrees latitude (g = 980.6199 gals.).
 SJ2283
 SJ2283.The modeled gravity was interpolated from observed gravity values.
 SJ2283
 SJ2283;                    North         East    Units  Estimated Accuracy
 SJ2283;SPC MN N     -   187,050.      767,370.      MT  (+/- 180 meters Scaled)
 SJ2283
 SJ2283                          SUPERSEDED SURVEY CONTROL
 SJ2283
 SJ2283.No superseded survey control is available for this station.
 SJ2283
 SJ2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN598366(NAD 83)
 SJ2283_MARKER: R = RIVET
 SJ2283_SETTING: 66 = SET IN ROCK OUTCROP
 SJ2283_SP_SET: LEDGE ROCK
 SJ2283_MARK LOGO: NONE  
 SJ2283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SJ2283+STABILITY: POSITION/ELEVATION WELL
 SJ2283
 SJ2283  HISTORY     - Date     Condition        Report By
 SJ2283  HISTORY     - 1934     MONUMENTED       MNGS
 SJ2283  HISTORY     - 1979     GOOD             MNDT
 SJ2283
 SJ2283                          STATION DESCRIPTION
 SJ2283
 SJ2283'DESCRIBED BY MN DEPT OF TRANSP 1979
 SJ2283'3.5 MI NORTH FROM GRAND RAPIDS.
 SJ2283'THE MARK IS LOCATED ABOUT 3.4 MILES NORTH ALONG TRUNK HIGHWAY 38 FROM
 SJ2283'ITS JUNCTION WITH TRUNK HIGHWAY 2 IN GRAND RAPIDS, THENCE 0.1 MILE
 SJ2283'EAST ON COUNTY ROAD 61 AND IS IN THE NW 1/4 OF SECTION 4, T55N, R25W.
 SJ2283'THE MARK IS 650 FEET EAST OF TRUNK HIGHWAY 38, 42.5 FEET SOUTH OF AND
 SJ2283'ABOUT LEVEL WITH THE CENTER OF COUNTY ROAD 61 AND 0.6 FOOT NORTH OF A
 SJ2283'STEEL WITNESS POST.  THE MARK, A MONEL-METAL RIVET, NOT STAMPED, IS
 SJ2283'SET IN A SMALL LEDGE ROCK OUTCROP IN A SWAMPY AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6567 ***********************************************************************
 DF6567  DESIGNATION -  72 GJS
 DF6567  PID         -  DF6567
 DF6567  STATE/COUNTY-  MN/NICOLLET
 DF6567  USGS QUAD   -  NORSELAND (1965)
 DF6567
 DF6567                         *CURRENT SURVEY CONTROL
 DF6567  ___________________________________________________________________
 DF6567* NAD 83(1996)-  44 26 06.27786(N)    094 07 12.27374(W)     ADJUSTED  
 DF6567* NAVD 88     -       298.0    (meters)     978.     (feet)  GPS OBS   
 DF6567  ___________________________________________________________________
 DF6567  X           -    -327,762.466 (meters)                     COMP
 DF6567  Y           -  -4,550,165.068 (meters)                     COMP
 DF6567  Z           -   4,442,928.713 (meters)                     COMP
 DF6567  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 DF6567  ELLIP HEIGHT-         269.96  (meters)          (07/31/03) GPS OBS
 DF6567  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DF6567
 DF6567  HORZ ORDER  -  FIRST
 DF6567  ELLP ORDER  -  THIRD     CLASS II
 DF6567
 DF6567.The horizontal coordinates were established by GPS observations
 DF6567.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF6567
 DF6567.The orthometric height was determined by GPS observations and a
 DF6567.high-resolution geoid model.
 DF6567
 DF6567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6567
 DF6567.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6567
 DF6567.The ellipsoidal height was determined by GPS observations
 DF6567.and is referenced to NAD 83.
 DF6567
 DF6567.The geoid height was determined by GEOID03.
 DF6567
 DF6567;                    North         East     Units Scale Factor Converg.
 DF6567;SPC MN S     -   259,460.232   790,440.557   MT  0.99992271   -0 05 03.0
 DF6567;UTM  15      - 4,920,807.806   410,857.599   MT  0.99969772   -0 47 03.2
 DF6567
 DF6567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6567!SPC MN S     -   0.99995767  x   0.99992271  =   0.99988039
 DF6567!UTM  15      -   0.99995767  x   0.99969772  =   0.99965541
 DF6567
 DF6567                          SUPERSEDED SURVEY CONTROL
 DF6567
 DF6567.No superseded survey control is available for this station.
 DF6567
 DF6567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1085820808(NAD 83)
 DF6567_MARKER: DD = SURVEY DISK
 DF6567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6567_STAMPING: 72 GJS 1963 977
 DF6567_MARK LOGO: USGS  
 DF6567_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF6567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6567+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 DF6567
 DF6567  HISTORY     - Date     Condition        Report By
 DF6567  HISTORY     - 1963     MONUMENTED       USGS
 DF6567  HISTORY     - 20020711 GOOD             MNDT
 DF6567
 DF6567                          STATION DESCRIPTION
 DF6567
 DF6567'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6567'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DF6567'NORTH OF NORSELAND, 42 FT (12.8 M) SOUTH OF CO RD 18, 16 FT (4.9 M)
 DF6567'EAST OF CO RD 3, 0.6 FT (18.3 CM) EAST OF WIT POST, FLUSH, MAGNETIC,
 DF6567'AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6609 ***********************************************************************
 DF6609  DESIGNATION -  72 SEM
 DF6609  PID         -  DF6609
 DF6609  STATE/COUNTY-  MN/LINCOLN
 DF6609  USGS QUAD   -  LAKE BENTON NW (1967)
 DF6609
 DF6609                         *CURRENT SURVEY CONTROL
 DF6609  ___________________________________________________________________
 DF6609* NAD 83(1996)-  44 23 00.45336(N)    096 26 39.72514(W)     ADJUSTED  
 DF6609* NAVD 88     -       583.0    (meters)    1913.     (feet)  GPS OBS   
 DF6609  ___________________________________________________________________
 DF6609  X           -    -512,500.263 (meters)                     COMP
 DF6609  Y           -  -4,537,321.789 (meters)                     COMP
 DF6609  Z           -   4,439,032.179 (meters)                     COMP
 DF6609  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 DF6609  ELLIP HEIGHT-         557.41  (meters)          (07/31/03) GPS OBS
 DF6609  GEOID HEIGHT-         -25.63  (meters)                     GEOID03
 DF6609
 DF6609  HORZ ORDER  -  FIRST
 DF6609  ELLP ORDER  -  THIRD     CLASS I
 DF6609
 DF6609.The horizontal coordinates were established by GPS observations
 DF6609.and adjusted by the MN DEPT OF TRANSP in July 2003..
 DF6609
 DF6609.The orthometric height was determined by GPS observations and a
 DF6609.high-resolution geoid model.
 DF6609
 DF6609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6609
 DF6609.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6609
 DF6609.The ellipsoidal height was determined by GPS observations
 DF6609.and is referenced to NAD 83.
 DF6609
 DF6609.The geoid height was determined by GEOID03.
 DF6609
 DF6609;                    North         East     Units Scale Factor Converg.
 DF6609;SPC MN S     -   256,629.782   605,257.439   MT  0.99992415   -1 42 48.0
 DF6609;UTM  14      - 4,917,640.928   703,572.822   MT  1.00010968   +1 47 17.4
 DF6609
 DF6609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6609!SPC MN S     -   0.99991261  x   0.99992415  =   0.99983676
 DF6609!UTM  14      -   0.99991261  x   1.00010968  =   1.00002228
 DF6609
 DF6609                          SUPERSEDED SURVEY CONTROL
 DF6609
 DF6609.No superseded survey control is available for this station.
 DF6609
 DF6609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0357317641(NAD 83)
 DF6609_MARKER: DB = BENCH MARK DISK
 DF6609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6609_STAMPING: 72 SEM 1965 1912
 DF6609_MARK LOGO: USGS  
 DF6609_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF6609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6609+STABILITY: SURFACE MOTION
 DF6609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6609+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2002
 DF6609
 DF6609  HISTORY     - Date     Condition        Report By
 DF6609  HISTORY     - 1965     MONUMENTED       USGS
 DF6609  HISTORY     - 20020401 GOOD             MNDT
 DF6609
 DF6609                          STATION DESCRIPTION
 DF6609
 DF6609'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF6609'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  8.25 MI SOUTH
 DF6609'AND 1 MI WEST OF HENDRICKS, 5.0 MI SOUTH ALONG CO RD 1 FROM THE
 DF6609'JUNCTION OF CO RD 1 AND TH (3.5 MI SOUTH OF HENDRICKS), THENCE 1.2 MI
 DF6609'WEST ALONG CO RD 137, 0.4 MI EAST OF WEST STATE LINE, 37 FT SOUTH OF
 DF6609'CO RD 15, NEAR TOP OF HILL, 2 FT SW OF T-FENCE SOUTH, 0.5 FT NORTH OF
 DF6609'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9207 ***********************************************************************
 DF9207  DESIGNATION -  7201 K
 DF9207  PID         -  DF9207
 DF9207  STATE/COUNTY-  MN/SIBLEY
 DF9207  USGS QUAD   -  GAYLORD (1982)
 DF9207
 DF9207                         *CURRENT SURVEY CONTROL
 DF9207  ___________________________________________________________________
 DF9207* NAD 83(1996)-  44 33 30.50042(N)    094 11 47.25761(W)     ADJUSTED  
 DF9207* NAVD 88     -       299.79   (meters)     983.6    (feet)  LEVELING  
 DF9207  ___________________________________________________________________
 DF9207  X           -    -333,125.095 (meters)                     COMP
 DF9207  Y           -  -4,540,140.565 (meters)                     COMP
 DF9207  Z           -   4,452,711.068 (meters)                     COMP
 DF9207  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 DF9207  ELLIP HEIGHT-         271.92  (meters)          (08/24/06) GPS OBS
 DF9207  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DF9207
 DF9207  HORZ ORDER  -  FIRST
 DF9207  VERT ORDER  -  THIRD ?
 DF9207  ELLP ORDER  -  FOURTH    CLASS I
 DF9207
 DF9207.The horizontal coordinates were established by GPS observations
 DF9207.and adjusted by the MN DEPT OF TRANSP in August 2006..
 DF9207
 DF9207.The orthometric height was determined by differential leveling.
 DF9207.The vertical network tie was performed by a horz. field party for horz.
 DF9207.obs reductions. Reset procedures were used to establish the elevation.
 DF9207
 DF9207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9207
 DF9207.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9207
 DF9207.The ellipsoidal height was determined by GPS observations
 DF9207.and is referenced to NAD 83.
 DF9207
 DF9207.The geoid height was determined by GEOID03.
 DF9207
 DF9207;                    North         East     Units Scale Factor Converg.
 DF9207;SPC MN S     -   273,182.810   784,392.435   MT  0.99992253   -0 08 15.7
 DF9207;UTM  15      - 4,934,600.338   404,979.082   MT  0.99971103   -0 50 22.4
 DF9207
 DF9207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9207!SPC MN S     -   0.99995737  x   0.99992253  =   0.99987990
 DF9207!UTM  15      -   0.99995737  x   0.99971103  =   0.99966841
 DF9207
 DF9207                          SUPERSEDED SURVEY CONTROL
 DF9207
 DF9207  NAD 83(1996)-  44 33 30.50020(N)    094 11 47.25768(W) AD(       ) 1
 DF9207  ELLIP H (12/03/03)  271.93   (m)                       GP(       ) 4 1
 DF9207
 DF9207.Superseded values are not recommended for survey control.
 DF9207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9207.See file dsdata.txt to determine how the superseded data were derived.
 DF9207
 DF9207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0497934600(NAD 83)
 DF9207_MARKER: DV = VERTICAL CONTROL DISK
 DF9207_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9207_STAMPING: 7201 K 1989
 DF9207_MARK LOGO: MNDT  
 DF9207_PROJECTION: FLUSH
 DF9207_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9207+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 DF9207_ROD/PIPE-DEPTH: 10.1 meters
 DF9207
 DF9207  HISTORY     - Date     Condition        Report By
 DF9207  HISTORY     - 1989     MONUMENTED       MNDT
 DF9207  HISTORY     - 19991208 GOOD             MNDT
 DF9207  HISTORY     - 20060228 GOOD             MNDT
 DF9207
 DF9207                          STATION DESCRIPTION
 DF9207
 DF9207'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DF9207'THE MARK IS LOCATED 1 MI (1.6 KM) EAST OF GAYLORD, 293 FT (89.3 M)
 DF9207'EAST OF EAST JCT OF TH 5 AND TH 19, 90 FT (27.4 M) SOUTH OF TH 5, AT
 DF9207'TH 5 MP 1.5, 1.2 FT (0.4 M) SW OF WIT POST, ROD DEPTH 33 FT.
 DF9207
 DF9207                          STATION RECOVERY (2006)
 DF9207
 DF9207'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DF9207'1.0 MILES EAST OF GAYLORD, 293 FEET EAST OF EAST JUNCTION OF TRUNK
 DF9207'HIGHWAY 5 AND TRUNK HIGHWAY 19, AT TRUNK HIGHWAY 5 MILEPOINT 1.45, 90
 DF9207'FEET SOUTH OF TRUNK HIGHWAY 5, 1.2 FEET SOUTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0735 ***********************************************************************
 PQ0735  DESIGNATION -  7202 B
 PQ0735  PID         -  PQ0735
 PQ0735  STATE/COUNTY-  MN/SIBLEY
 PQ0735  USGS QUAD   -  BERNADOTTE (1964)
 PQ0735
 PQ0735                         *CURRENT SURVEY CONTROL
 PQ0735  ___________________________________________________________________
 PQ0735* NAD 83(1996)-  44 28 15.80852(N)    094 22 18.61794(W)     ADJUSTED  
 PQ0735* NAVD 88     -       311.21   (+/-2cm)    1021.0    (feet)  VERTCON   
 PQ0735  ___________________________________________________________________
 PQ0735  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 PQ0735  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 PQ0735
 PQ0735  HORZ ORDER  -  THIRD
 PQ0735  VERT ORDER  -  THIRD ? (See Below)
 PQ0735
 PQ0735.The horizontal coordinates were established by classical geodetic methods
 PQ0735.and adjusted by the National Geodetic Survey in March 1999..
 PQ0735.No horizontal observational check was made to the station.
 PQ0735
 PQ0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ0735.The vertical order pertains to the NGVD 29 superseded value.
 PQ0735
 PQ0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0735
 PQ0735.The geoid height was determined by GEOID03.
 PQ0735
 PQ0735;                    North         East     Units Scale Factor Converg.
 PQ0735;SPC MN S     -   263,518.407   770,415.641   MT  0.99992218   -0 15 38.3
 PQ0735;UTM  15      - 4,925,109.547   390,887.794   MT  0.99974641   -0 57 40.1
 PQ0735
 PQ0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0735!SPC MN S     -   0.99995558  x   0.99992218  =   0.99987776
 PQ0735!UTM  15      -   0.99995558  x   0.99974641  =   0.99970200
 PQ0735
 PQ0735                          SUPERSEDED SURVEY CONTROL
 PQ0735
 PQ0735  NAD 83(1986)-  44 28 15.80229(N)    094 22 18.61405(W) AD(       ) 3
 PQ0735  NAD 27      -  44 28 15.92962(N)    094 22 17.69030(W) AD(       ) 3
 PQ0735  NGVD 29 (07/19/86)  311.11   (m)         1020.7    (f) LEVELING    3  
 PQ0735
 PQ0735.Superseded values are not recommended for survey control.
 PQ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0735.See file dsdata.txt to determine how the superseded data were derived.
 PQ0735
 PQ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9088825110(NAD 83)
 PQ0735_MARKER: DB = BENCH MARK DISK
 PQ0735_SETTING: 0 = UNSPECIFIED SETTING
 PQ0735
 PQ0735  HISTORY     - Date     Condition        Report By
 PQ0735  HISTORY     - 1975     MONUMENTED       MNDT
 PQ0735
 PQ0735                          STATION DESCRIPTION
 PQ0735
 PQ0735'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0735'A STANDARD MNHD BENCH MARK DISK STAMPED 7202 B 1968, IS
 PQ0735'SET IN A PRECAST CONCRETE MONUMENT AND IS FLUSH WITH THE SURFACE
 PQ0735'OF THE GROUND.  THE MARK IS 79.8 FEET WEST OF THE CENTERLINE OF
 PQ0735'TRUNK HIGHWAY 15, 46.0 FEET SOUTH OF THE CENTERLINE OF COUNTY
 PQ0735'ROAD 8, 19.0 FEET WEST-NORTHWEST OF A POWER POLE, AND 0.8 FEET
 PQ0735'EAST OF A STEEL WITNESS POST.
 PQ0735'
 PQ0735'STEEL SET IN THE CONCRETE NEAR ALL THE MARKS MAKE THEM MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0737 ***********************************************************************
 PQ0737  DESIGNATION -  7202 C
 PQ0737  PID         -  PQ0737
 PQ0737  STATE/COUNTY-  MN/SIBLEY
 PQ0737  USGS QUAD   -  BERNADOTTE (1964)
 PQ0737
 PQ0737                         *CURRENT SURVEY CONTROL
 PQ0737  ___________________________________________________________________
 PQ0737* NAD 83(1996)-  44 29 07.90453(N)    094 22 19.38475(W)     ADJUSTED  
 PQ0737* NAVD 88     -       308.61   (+/-2cm)    1012.5    (feet)  VERTCON   
 PQ0737  ___________________________________________________________________
 PQ0737  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 PQ0737  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 PQ0737
 PQ0737  HORZ ORDER  -  THIRD
 PQ0737  VERT ORDER  -  THIRD ? (See Below)
 PQ0737
 PQ0737.The horizontal coordinates were established by classical geodetic methods
 PQ0737.and adjusted by the National Geodetic Survey in March 1999..
 PQ0737.No horizontal observational check was made to the station.
 PQ0737
 PQ0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ0737.The vertical order pertains to the NGVD 29 superseded value.
 PQ0737
 PQ0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0737
 PQ0737.The geoid height was determined by GEOID03.
 PQ0737
 PQ0737;                    North         East     Units Scale Factor Converg.
 PQ0737;SPC MN S     -   265,126.396   770,406.012   MT  0.99992208   -0 15 38.8
 PQ0737;UTM  15      - 4,926,717.251   390,897.827   MT  0.99974638   -0 57 41.5
 PQ0737
 PQ0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0737!SPC MN S     -   0.99995598  x   0.99992208  =   0.99987807
 PQ0737!UTM  15      -   0.99995598  x   0.99974638  =   0.99970238
 PQ0737
 PQ0737                          SUPERSEDED SURVEY CONTROL
 PQ0737
 PQ0737  NAD 83(1986)-  44 29 07.89832(N)    094 22 19.38093(W) AD(       ) 3
 PQ0737  NAD 27      -  44 29 08.02598(N)    094 22 18.45455(W) AD(       ) 3
 PQ0737  NGVD 29 (07/19/86)  308.51   (m)         1012.2    (f) LEVELING    3  
 PQ0737
 PQ0737.Superseded values are not recommended for survey control.
 PQ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0737.See file dsdata.txt to determine how the superseded data were derived.
 PQ0737
 PQ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9089826717(NAD 83)
 PQ0737_MARKER: DB = BENCH MARK DISK
 PQ0737_SETTING: 0 = UNSPECIFIED SETTING
 PQ0737
 PQ0737  HISTORY     - Date     Condition        Report By
 PQ0737  HISTORY     - 1975     MONUMENTED       MNDT
 PQ0737
 PQ0737                          STATION DESCRIPTION
 PQ0737
 PQ0737'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0737'A STANDARD MNHD BENCH MARK DISK STAMPED 7202 C 1968 IS SET IN A
 PQ0737'PRECAST CONCRETE MONUMENT AND PROJECTS 0.1 FOOT ABOVE THE SURFACE
 PQ0737'OF THE GROUND.  THE MARK IS 76.0 FEET WEST OF THE CENTERLINE OF
 PQ0737'TRUNK HIGHWAY 15, 19.0 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY,
 PQ0737'7.5 FEET SOUTH-SOUTHEAST OF A GUY POLE, 37.1 FEET SOUTH OF A
 PQ0737'POWER POLE, AND 0.5 FOOT EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0639 ***********************************************************************
 PQ0639  DESIGNATION -  7202 E
 PQ0639  PID         -  PQ0639
 PQ0639  STATE/COUNTY-  MN/SIBLEY
 PQ0639  USGS QUAD   -  WINTHROP (1982)
 PQ0639
 PQ0639                         *CURRENT SURVEY CONTROL
 PQ0639  ___________________________________________________________________
 PQ0639* NAD 83(1996)-  44 30 51.93193(N)    094 22 19.18948(W)     ADJUSTED  
 PQ0639* NAVD 88     -       307.19   (+/-2cm)    1007.8    (feet)  VERTCON   
 PQ0639  ___________________________________________________________________
 PQ0639  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 PQ0639  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 PQ0639
 PQ0639  HORZ ORDER  -  THIRD
 PQ0639  VERT ORDER  -  THIRD ? (See Below)
 PQ0639
 PQ0639.The horizontal coordinates were established by classical geodetic methods
 PQ0639.and adjusted by the National Geodetic Survey in March 1999..
 PQ0639.No horizontal observational check was made to the station.
 PQ0639
 PQ0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ0639.The vertical order pertains to the NGVD 29 superseded value.
 PQ0639
 PQ0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0639
 PQ0639.The geoid height was determined by GEOID03.
 PQ0639
 PQ0639;                    North         East     Units Scale Factor Converg.
 PQ0639;SPC MN S     -   268,337.130   770,424.938   MT  0.99992206   -0 15 38.7
 PQ0639;UTM  15      - 4,929,926.948   390,956.023   MT  0.99974623   -0 57 43.2
 PQ0639
 PQ0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0639!SPC MN S     -   0.99995620  x   0.99992206  =   0.99987827
 PQ0639!UTM  15      -   0.99995620  x   0.99974623  =   0.99970245
 PQ0639
 PQ0639                          SUPERSEDED SURVEY CONTROL
 PQ0639
 PQ0639  NAD 83(1986)-  44 30 51.92589(N)    094 22 19.18579(W) AD(       ) 3
 PQ0639  NAD 27      -  44 30 52.05304(N)    094 22 18.25484(W) AD(       ) 3
 PQ0639  NGVD 29 (07/19/86)  307.08   (m)         1007.5    (f) LEVELING    3  
 PQ0639
 PQ0639.Superseded values are not recommended for survey control.
 PQ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0639.See file dsdata.txt to determine how the superseded data were derived.
 PQ0639
 PQ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9095629927(NAD 83)
 PQ0639_MARKER: DB = BENCH MARK DISK
 PQ0639_SETTING: 0 = UNSPECIFIED SETTING
 PQ0639
 PQ0639  HISTORY     - Date     Condition        Report By
 PQ0639  HISTORY     - 1975     MONUMENTED       MNDT
 PQ0639
 PQ0639                          STATION DESCRIPTION
 PQ0639
 PQ0639'DESCRIBED BY MN DEPT OF TRANSP 1975 (DKH)
 PQ0639'A STANDARD MNHD BENCH MARK DISK STAMPED 7202 E 1968, IS SET IN A
 PQ0639'PRECAST CONCRETE MONUMENT AND IS PROJECTING 0.3 FOOT ABOVE THE
 PQ0639'SURFACE OF THE GROUND.  THE MARK IS 43.0 FEET SOUTH OF THE
 PQ0639'CENTERLINE OF COUNTY ROAD 25, 106.0 FEET WEST OF THE CENTERLINE OF
 PQ0639'TRUNK HIGHWAY 15, 50.5 FEET WEST-NORTHWEST OF A GUY POLE, AND 0.6
 PQ0639'FOOT EAST-SOUTHEAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1644 ***********************************************************************
 PQ1644  DESIGNATION -  7203 A
 PQ1644  PID         -  PQ1644
 PQ1644  STATE/COUNTY-  MN/SIBLEY
 PQ1644  USGS QUAD   -  WINTHROP SW (1982)
 PQ1644
 PQ1644                         *CURRENT SURVEY CONTROL
 PQ1644  ___________________________________________________________________
 PQ1644* NAD 83(1986)-  44 32 36.     (N)    094 22 32.     (W)     SCALED    
 PQ1644* NAVD 88     -       311.182  (meters)    1020.94   (feet)  ADJUSTED  
 PQ1644  ___________________________________________________________________
 PQ1644  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 PQ1644  DYNAMIC HT  -         311.140 (meters)    1020.80  (feet)  COMP
 PQ1644  MODELED GRAV-     980,473.8   (mgal)                       NAVD 88
 PQ1644
 PQ1644  VERT ORDER  -  SECOND    CLASS I
 PQ1644
 PQ1644.The horizontal coordinates were scaled from a topographic map and have
 PQ1644.an estimated accuracy of +/- 6 seconds.
 PQ1644
 PQ1644.The orthometric height was determined by differential leveling
 PQ1644.and adjusted by the National Geodetic Survey in June 1995..
 PQ1644
 PQ1644.The geoid height was determined by GEOID03.
 PQ1644
 PQ1644.The dynamic height is computed by dividing the NAVD 88
 PQ1644.geopotential number by the normal gravity value computed on the
 PQ1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1644.degrees latitude (g = 980.6199 gals.).
 PQ1644
 PQ1644.The modeled gravity was interpolated from observed gravity values.
 PQ1644
 PQ1644;                    North         East    Units  Estimated Accuracy
 PQ1644;SPC MN S     -   271,550.      770,160.      MT  (+/- 180 meters Scaled)
 PQ1644
 PQ1644                          SUPERSEDED SURVEY CONTROL
 PQ1644
 PQ1644.No superseded survey control is available for this station.
 PQ1644
 PQ1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK907331(NAD 83)
 PQ1644_MARKER: DB = BENCH MARK DISK
 PQ1644_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1644_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1644_STAMPING: 7203 A 1963
 PQ1644_MARK LOGO: MNHD  
 PQ1644_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1644+STABILITY: SURFACE MOTION
 PQ1644
 PQ1644  HISTORY     - Date     Condition        Report By
 PQ1644  HISTORY     - 1963     MONUMENTED       MNHD
 PQ1644  HISTORY     - 19871104 GOOD             MNDT
 PQ1644
 PQ1644                          STATION DESCRIPTION
 PQ1644
 PQ1644'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1644'THE MARK IS LOCATED IN THE TOWN OF WINTHROP, IN THE SW 1/4 OF SECTION
 PQ1644'31, T113N, R29W, IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF
 PQ1644'TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 15 AT THE WEST EDGE OF WINTHROP.
 PQ1644'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---7203 A 1963---,
 PQ1644'IS SET IN THE TOP OF A 6-FOOT LONG PRECAST CONCRETE MONUMENT THAT IS
 PQ1644'BURIED 2.5 FEET (0.8 M) BELOW THE SURFACE OF THE GROUND AND IS ABOUT
 PQ1644'7 FEET (2.1 M) BELOW THE LEVEL OF TRUNK HIGHWAY 19.  THE MARK IS 74.0
 PQ1644'FEET (22.6 M) NORTH OF THE CENTERLINE OF THE MEDIAN OF TRUNK HIGHWAY
 PQ1644'19 AT MILEPOINT 109.7, 66.0 FEET (20.1 M) EAST OF THE CENTERLINE OF
 PQ1644'THE MEDIAN OF TRUNK HIGHWAY 15, 185.5 FEET (56.5 M) SOUTH OF A POWER
 PQ1644'POLE, 80.4 FEET (24.5 M) SOUTH-SOUTHWEST OF A REFERENCE POINT POST,
 PQ1644'0.3 FOOT (9.1 CM) EAST OF A STEEL POST, AND 0.3 FOOT (9.1 CM) SOUTH
 PQ1644'OF A STEEL WITNESS POST.  THE STEEL ROD IN THE PRECAST CONCRETE
 PQ1644'MONUMENT MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1628 ***********************************************************************
 PQ1628  DESIGNATION -  7204 A
 PQ1628  PID         -  PQ1628
 PQ1628  STATE/COUNTY-  MN/SIBLEY
 PQ1628  USGS QUAD   -  GIBBON (1964)
 PQ1628
 PQ1628                         *CURRENT SURVEY CONTROL
 PQ1628  ___________________________________________________________________
 PQ1628* NAD 83(1986)-  44 31 46.     (N)    094 36 46.     (W)     SCALED    
 PQ1628* NAVD 88     -       317.714  (meters)    1042.37   (feet)  ADJUSTED  
 PQ1628  ___________________________________________________________________
 PQ1628  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 PQ1628  DYNAMIC HT  -         317.670 (meters)    1042.22  (feet)  COMP
 PQ1628  MODELED GRAV-     980,471.4   (mgal)                       NAVD 88
 PQ1628
 PQ1628  VERT ORDER  -  SECOND    CLASS I
 PQ1628
 PQ1628.The horizontal coordinates were scaled from a topographic map and have
 PQ1628.an estimated accuracy of +/- 6 seconds.
 PQ1628
 PQ1628.The orthometric height was determined by differential leveling
 PQ1628.and adjusted by the National Geodetic Survey in June 1995..
 PQ1628
 PQ1628.The geoid height was determined by GEOID03.
 PQ1628
 PQ1628.The dynamic height is computed by dividing the NAVD 88
 PQ1628.geopotential number by the normal gravity value computed on the
 PQ1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1628.degrees latitude (g = 980.6199 gals.).
 PQ1628
 PQ1628.The modeled gravity was interpolated from observed gravity values.
 PQ1628
 PQ1628;                    North         East    Units  Estimated Accuracy
 PQ1628;SPC MN S     -   270,120.      751,300.      MT  (+/- 180 meters Scaled)
 PQ1628
 PQ1628                          SUPERSEDED SURVEY CONTROL
 PQ1628
 PQ1628.No superseded survey control is available for this station.
 PQ1628
 PQ1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK718319(NAD 83)
 PQ1628_MARKER: DV = VERTICAL CONTROL DISK
 PQ1628_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1628_SP_SET: ALUMINUM ALLOY ROD
 PQ1628_STAMPING: 7204 A 1987
 PQ1628_MARK LOGO: MNDT  
 PQ1628_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1628
 PQ1628  HISTORY     - Date     Condition        Report By
 PQ1628  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1628
 PQ1628                          STATION DESCRIPTION
 PQ1628
 PQ1628'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1628'THE MARK IS LOCATED ABOUT 4.5 MILES (7.2 KM) WEST OF THE TOWN OF
 PQ1628'GIBBON, IN THE SW 1/4 OF SECTION 6, T112N, R31W, ALONG THE CHICAGO
 PQ1628'AND NORTH WESTERN RAILWAY, IN THE SOUTHEAST QUADRANT OF THE
 PQ1628'INTERSECTION OF TRUNK HIGHWAY 19 AND A GRAVEL ROAD, 4.35 MILES
 PQ1628'(7.00 KM) WEST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH COUNTY
 PQ1628'ROAD 2 IN GIBBON.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1628'CONTROL MONUMENT DISK STAMPED---7204 A 1987---, IS SET ON THE TOP OF
 PQ1628'A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS
 PQ1628'BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE OF THE GROUND AND ABOUT 1
 PQ1628'FOOT (0.3 M) BELOW THE LEVEL OF THE GRAVEL ROAD.  THE MARK IS 139.0
 PQ1628'FEET (42.4 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT
 PQ1628'MILEPOINT 97.75, 49.9 FEET (15.2 M) SOUTH OF THE SOUTH RAIL OF THE
 PQ1628'RAILROAD, 1.9 FEET (0.6 M) WEST OF A POWER POLE WITH A GUY WIRE, 50.8
 PQ1628'FEET (15.5 M) EAST-SOUTHEAST OF A TELEPHONE CABLE PEDESTAL, 21.5 FEET
 PQ1628'(6.6 M) EAST OF THE CENTER OF THE GRAVEL ROAD, AND 1.0 FOOT (0.3 M)
 PQ1628'SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1628'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1629 ***********************************************************************
 PQ1629  DESIGNATION -  7204 B
 PQ1629  PID         -  PQ1629
 PQ1629  STATE/COUNTY-  MN/SIBLEY
 PQ1629  USGS QUAD   -  GIBBON (1964)
 PQ1629
 PQ1629                         *CURRENT SURVEY CONTROL
 PQ1629  ___________________________________________________________________
 PQ1629* NAD 83(1986)-  44 31 51.     (N)    094 35 41.     (W)     SCALED    
 PQ1629* NAVD 88     -       318.106  (meters)    1043.65   (feet)  ADJUSTED  
 PQ1629  ___________________________________________________________________
 PQ1629  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 PQ1629  DYNAMIC HT  -         318.062 (meters)    1043.51  (feet)  COMP
 PQ1629  MODELED GRAV-     980,471.5   (mgal)                       NAVD 88
 PQ1629
 PQ1629  VERT ORDER  -  SECOND    CLASS I
 PQ1629
 PQ1629.The horizontal coordinates were scaled from a topographic map and have
 PQ1629.an estimated accuracy of +/- 6 seconds.
 PQ1629
 PQ1629.The orthometric height was determined by differential leveling
 PQ1629.and adjusted by the National Geodetic Survey in June 1995..
 PQ1629
 PQ1629.The geoid height was determined by GEOID03.
 PQ1629
 PQ1629.The dynamic height is computed by dividing the NAVD 88
 PQ1629.geopotential number by the normal gravity value computed on the
 PQ1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1629.degrees latitude (g = 980.6199 gals.).
 PQ1629
 PQ1629.The modeled gravity was interpolated from observed gravity values.
 PQ1629
 PQ1629;                    North         East    Units  Estimated Accuracy
 PQ1629;SPC MN S     -   270,270.      752,730.      MT  (+/- 180 meters Scaled)
 PQ1629
 PQ1629                          SUPERSEDED SURVEY CONTROL
 PQ1629
 PQ1629.No superseded survey control is available for this station.
 PQ1629
 PQ1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK732320(NAD 83)
 PQ1629_MARKER: DV = VERTICAL CONTROL DISK
 PQ1629_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1629_SP_SET: ALUMINUM ALLOY ROD
 PQ1629_STAMPING: 7204 B 1987
 PQ1629_MARK LOGO: MNDT  
 PQ1629_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1629
 PQ1629  HISTORY     - Date     Condition        Report By
 PQ1629  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1629
 PQ1629                          STATION DESCRIPTION
 PQ1629
 PQ1629'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1629'THE MARK IS LOCATED ABOUT 3.5 MILES (5.6 KM) NORTH OF THE TOWN OF
 PQ1629'GIBBON, IN THE SE 1/4 OF SECTION 6, T112N, R31W, ALONG THE CHICAGO
 PQ1629'AND NORTH WESTERN RAILWAY, 3.35 MILES (5.39 KM) WEST ALONG TRUNK
 PQ1629'HIGHWAY 19 FROM ITS JUNCTION WITH COUNTY ROAD 2 IN GIBBON.  THE MARK,
 PQ1629'A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1629'STAMPED---7204 B 1987---, IS SET ON TOP OF A DRIVEN 3/4-INCH DIAMETER
 PQ1629'BY 25-FOOT LONG ALUMINUM ROD THAT IS BURIED 0.2 FOOT (6.1 CM) BELOW
 PQ1629'THE SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 19.
 PQ1629'THE MARK IS 103.0 FEET (31.4 M) SOUTH OF THE CENTERLINE OF TRUNK
 PQ1629'HIGHWAY 19 AT MILEPOINT 98.75, 25.5 FEET (7.8 M) WEST OF THE CENTER
 PQ1629'OF A FARM ENTRANCE, 13.7 FEET (4.2 M) SOUTH OF THE SOUTH RAIL OF THE
 PQ1629'RAILROAD, 71.3 FEET (21.7 M) NORTHWEST OF A TELEPHONE CABLE PEDESTAL,
 PQ1629'AND 1.2 FEET (0.4 M) WEST OF A STEEL WITNESS POST.  A MAGNET IN THE
 PQ1629'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1630 ***********************************************************************
 PQ1630  DESIGNATION -  7204 C
 PQ1630  PID         -  PQ1630
 PQ1630  STATE/COUNTY-  MN/SIBLEY
 PQ1630  USGS QUAD   -  GIBBON (1964)
 PQ1630
 PQ1630                         *CURRENT SURVEY CONTROL
 PQ1630  ___________________________________________________________________
 PQ1630* NAD 83(1986)-  44 31 58.     (N)    094 34 42.     (W)     SCALED    
 PQ1630* NAVD 88     -       317.300  (meters)    1041.01   (feet)  ADJUSTED  
 PQ1630  ___________________________________________________________________
 PQ1630  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 PQ1630  DYNAMIC HT  -         317.256 (meters)    1040.86  (feet)  COMP
 PQ1630  MODELED GRAV-     980,471.6   (mgal)                       NAVD 88
 PQ1630
 PQ1630  VERT ORDER  -  SECOND    CLASS I
 PQ1630
 PQ1630.The horizontal coordinates were scaled from a topographic map and have
 PQ1630.an estimated accuracy of +/- 6 seconds.
 PQ1630
 PQ1630.The orthometric height was determined by differential leveling
 PQ1630.and adjusted by the National Geodetic Survey in June 1995..
 PQ1630
 PQ1630.The geoid height was determined by GEOID03.
 PQ1630
 PQ1630.The dynamic height is computed by dividing the NAVD 88
 PQ1630.geopotential number by the normal gravity value computed on the
 PQ1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1630.degrees latitude (g = 980.6199 gals.).
 PQ1630
 PQ1630.The modeled gravity was interpolated from observed gravity values.
 PQ1630
 PQ1630;                    North         East    Units  Estimated Accuracy
 PQ1630;SPC MN S     -   270,470.      754,040.      MT  (+/- 180 meters Scaled)
 PQ1630
 PQ1630                          SUPERSEDED SURVEY CONTROL
 PQ1630
 PQ1630.No superseded survey control is available for this station.
 PQ1630
 PQ1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK745322(NAD 83)
 PQ1630_MARKER: DV = VERTICAL CONTROL DISK
 PQ1630_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1630_SP_SET: ALUMINUM ALLOY ROD
 PQ1630_STAMPING: 7204 C 1987
 PQ1630_MARK LOGO: MNDT  
 PQ1630_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1630
 PQ1630  HISTORY     - Date     Condition        Report By
 PQ1630  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1630
 PQ1630                          STATION DESCRIPTION
 PQ1630
 PQ1630'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1630'THE MARK IS LOCATED ABOUT 3 MILES (4.8 KM) WEST OF THE TOWN OF GIBBON,
 PQ1630'IN THE SE 1/4 OF SECTION 5, T112N, R31W, ALONG THE CHICAGO AND NORTH
 PQ1630'WESTERN RAILWAY, AT THE INTERSECTION OF COUNTY ROAD 22, 2.55 MILES
 PQ1630'(4.10 KM) WEST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH COUNTY
 PQ1630'ROAD 2 IN GIBBON.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1630'CONTROL MONUMENT DISK STAMPED---7204 C 1987---, IS SET ON THE TOP OF
 PQ1630'A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS
 PQ1630'BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE OF THE GROUND AND IS ABOUT
 PQ1630'2 FEET (0.6 M) BELOW THE LEVEL OF TRUNK HIGHWAY 19 AT MILEPOINT
 PQ1630'99.55, 15.2 FEET (4.6 M) SOUTH OF THE SOUTH RAIL OF THE RAILROAD,
 PQ1630'52.0 FEET (15.8 M) WEST OF THE CENTER OF A FIELD ENTRANCE, 51.2 FEET
 PQ1630'(15.6 M) SOUTH-SOUTHWEST OF A TELEPHONE CABLE MARKER POST, AND 1.0
 PQ1630'FOOT (0.3 M) EAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 PQ1630'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1631 ***********************************************************************
 PQ1631  DESIGNATION -  7204 D
 PQ1631  PID         -  PQ1631
 PQ1631  STATE/COUNTY-  MN/SIBLEY
 PQ1631  USGS QUAD   -  GIBBON (1964)
 PQ1631
 PQ1631                         *CURRENT SURVEY CONTROL
 PQ1631  ___________________________________________________________________
 PQ1631* NAD 83(1986)-  44 32 02.     (N)    094 33 53.     (W)     SCALED    
 PQ1631* NAVD 88     -       319.693  (meters)    1048.86   (feet)  ADJUSTED  
 PQ1631  ___________________________________________________________________
 PQ1631  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 PQ1631  DYNAMIC HT  -         319.649 (meters)    1048.72  (feet)  COMP
 PQ1631  MODELED GRAV-     980,471.6   (mgal)                       NAVD 88
 PQ1631
 PQ1631  VERT ORDER  -  SECOND    CLASS I
 PQ1631
 PQ1631.The horizontal coordinates were scaled from a topographic map and have
 PQ1631.an estimated accuracy of +/- 6 seconds.
 PQ1631
 PQ1631.The orthometric height was determined by differential leveling
 PQ1631.and adjusted by the National Geodetic Survey in June 1995..
 PQ1631
 PQ1631.The geoid height was determined by GEOID03.
 PQ1631
 PQ1631.The dynamic height is computed by dividing the NAVD 88
 PQ1631.geopotential number by the normal gravity value computed on the
 PQ1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1631.degrees latitude (g = 980.6199 gals.).
 PQ1631
 PQ1631.The modeled gravity was interpolated from observed gravity values.
 PQ1631
 PQ1631;                    North         East    Units  Estimated Accuracy
 PQ1631;SPC MN S     -   270,590.      755,120.      MT  (+/- 180 meters Scaled)
 PQ1631
 PQ1631                          SUPERSEDED SURVEY CONTROL
 PQ1631
 PQ1631.No superseded survey control is available for this station.
 PQ1631
 PQ1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK756323(NAD 83)
 PQ1631_MARKER: DV = VERTICAL CONTROL DISK
 PQ1631_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1631_SP_SET: ALUMINUM ALLOY ROD
 PQ1631_STAMPING: 7204 D 1987
 PQ1631_MARK LOGO: MNDT  
 PQ1631_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1631
 PQ1631  HISTORY     - Date     Condition        Report By
 PQ1631  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1631
 PQ1631                          STATION DESCRIPTION
 PQ1631
 PQ1631'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1631'THE MARK IS LOCATED ABOUT 2 MILES (3.2 KM) WEST OF THE TOWN OF GIBBON,
 PQ1631'IN THE SW 1/4 OF SECTION 4, T112N, R31W, ALONG THE CHICAGO AND NORTH
 PQ1631'WESTERN RAILWAY, 1.85 MILES (2.98 KM) WEST ALONG TRUNK HIGHWAY 19
 PQ1631'FROM ITS JUNCTION WITH COUNTY ROAD 2 IN GIBBON.  THE MARK, A STANDARD
 PQ1631'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---7204 D
 PQ1631'1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT
 PQ1631'LONG ALUMINUM ROD THAT IS BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE
 PQ1631'OF THE GROUND AND IS ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF TRUNK
 PQ1631'HIGHWAY 19.  THE MARK IS 62.0 FEET (18.9 M) SOUTH OF THE CENTERLINE
 PQ1631'OF TRUNK HIGHWAY 19 AT MILEPOINT 100.2, 21.4 FEET (6.5 M) NORTH OF
 PQ1631'THE NORTH RAIL OF THE RAILROAD, 59.5 FEET (18.1 M) EAST-SOUTHEAST OF
 PQ1631'A TELEPHONE CABLE PEDESTAL, AND 1.0 FOOT (0.3 M) NORTH OF A STEEL
 PQ1631'WITNESS POST. A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1632 ***********************************************************************
 PQ1632  DESIGNATION -  7204 E
 PQ1632  PID         -  PQ1632
 PQ1632  STATE/COUNTY-  MN/SIBLEY
 PQ1632  USGS QUAD   -  GIBBON (1964)
 PQ1632
 PQ1632                         *CURRENT SURVEY CONTROL
 PQ1632  ___________________________________________________________________
 PQ1632* NAD 83(1986)-  44 32 02.     (N)    094 33 05.     (W)     SCALED    
 PQ1632* NAVD 88     -       322.080  (meters)    1056.69   (feet)  ADJUSTED  
 PQ1632  ___________________________________________________________________
 PQ1632  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 PQ1632  DYNAMIC HT  -         322.036 (meters)    1056.55  (feet)  COMP
 PQ1632  MODELED GRAV-     980,471.5   (mgal)                       NAVD 88
 PQ1632
 PQ1632  VERT ORDER  -  SECOND    CLASS I
 PQ1632
 PQ1632.The horizontal coordinates were scaled from a topographic map and have
 PQ1632.an estimated accuracy of +/- 6 seconds.
 PQ1632
 PQ1632.The orthometric height was determined by differential leveling
 PQ1632.and adjusted by the National Geodetic Survey in June 1995..
 PQ1632
 PQ1632.The geoid height was determined by GEOID03.
 PQ1632
 PQ1632.The dynamic height is computed by dividing the NAVD 88
 PQ1632.geopotential number by the normal gravity value computed on the
 PQ1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1632.degrees latitude (g = 980.6199 gals.).
 PQ1632
 PQ1632.The modeled gravity was interpolated from observed gravity values.
 PQ1632
 PQ1632;                    North         East    Units  Estimated Accuracy
 PQ1632;SPC MN S     -   270,580.      756,180.      MT  (+/- 180 meters Scaled)
 PQ1632
 PQ1632                          SUPERSEDED SURVEY CONTROL
 PQ1632
 PQ1632.No superseded survey control is available for this station.
 PQ1632
 PQ1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK767323(NAD 83)
 PQ1632_MARKER: DV = VERTICAL CONTROL DISK
 PQ1632_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1632_SP_SET: ALUMINUM ALLOY ROD
 PQ1632_STAMPING: 7204 E 1987
 PQ1632_MARK LOGO: MNDT  
 PQ1632_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1632
 PQ1632  HISTORY     - Date     Condition        Report By
 PQ1632  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1632
 PQ1632                          STATION DESCRIPTION
 PQ1632
 PQ1632'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1632'THE MARK IS LOCATED ABOUT 1 MILE (1.6 KM) WEST OF THE TOWN OF GIBBON,
 PQ1632'IN THE SW 1/4 OF SECTION 3, T112N, R31W, ALONG THE CHICAGO AND NORTH
 PQ1632'WESTERN RAILWAY, 1.15 MILES (1.85 KM) WEST ALONG TRUNK HIGHWAY 19
 PQ1632'FROM ITS JUNCTION WITH COUNTY ROAD 2 IN GIBBON.  THE MARK, A STANDARD
 PQ1632'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---7204 E
 PQ1632'1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT
 PQ1632'LONG ALUMINUM ROD THAT PROJECTS 1.0 FOOT (0.3 M) ABOVE THE SURFACE OF
 PQ1632'THE GROUND AND IS ABOUT 2 FEET (0.6 M) BELOW THE LEVEL OF TRUNK
 PQ1632'HIGHWAY 19.  THE MARK IS 125 FEET (38.1 M) SOUTH OF THE CENTERLINE OF
 PQ1632'TRUNK HIGHWAY 19 AT MILEPOINT 100.95, 35.5 FEET (10.8 M) SOUTH OF THE
 PQ1632'SOUTH RAIL OF THE RAILROAD, AND 0.6 MILE (1.0 KM) NORTH OF A STEEL
 PQ1632'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1633 ***********************************************************************
 PQ1633  DESIGNATION -  7204 F
 PQ1633  PID         -  PQ1633
 PQ1633  STATE/COUNTY-  MN/SIBLEY
 PQ1633  USGS QUAD   -  GIBBON (1964)
 PQ1633
 PQ1633                         *CURRENT SURVEY CONTROL
 PQ1633  ___________________________________________________________________
 PQ1633* NAD 83(1986)-  44 32 02.     (N)    094 32 23.     (W)     SCALED    
 PQ1633* NAVD 88     -       319.699  (meters)    1048.88   (feet)  ADJUSTED  
 PQ1633  ___________________________________________________________________
 PQ1633  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 PQ1633  DYNAMIC HT  -         319.655 (meters)    1048.73  (feet)  COMP
 PQ1633  MODELED GRAV-     980,471.4   (mgal)                       NAVD 88
 PQ1633
 PQ1633  VERT ORDER  -  SECOND    CLASS I
 PQ1633
 PQ1633.The horizontal coordinates were scaled from a topographic map and have
 PQ1633.an estimated accuracy of +/- 6 seconds.
 PQ1633
 PQ1633.The orthometric height was determined by differential leveling
 PQ1633.and adjusted by the National Geodetic Survey in June 1995..
 PQ1633
 PQ1633.The geoid height was determined by GEOID03.
 PQ1633
 PQ1633.The dynamic height is computed by dividing the NAVD 88
 PQ1633.geopotential number by the normal gravity value computed on the
 PQ1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1633.degrees latitude (g = 980.6199 gals.).
 PQ1633
 PQ1633.The modeled gravity was interpolated from observed gravity values.
 PQ1633
 PQ1633;                    North         East    Units  Estimated Accuracy
 PQ1633;SPC MN S     -   270,570.      757,110.      MT  (+/- 180 meters Scaled)
 PQ1633
 PQ1633                          SUPERSEDED SURVEY CONTROL
 PQ1633
 PQ1633.No superseded survey control is available for this station.
 PQ1633
 PQ1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK776323(NAD 83)
 PQ1633_MARKER: DV = VERTICAL CONTROL DISK
 PQ1633_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1633_SP_SET: ALUMINUM ALLOY ROD
 PQ1633_STAMPING: 7204 F 1987
 PQ1633_MARK LOGO: MNDT  
 PQ1633_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1633
 PQ1633  HISTORY     - Date     Condition        Report By
 PQ1633  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1633
 PQ1633                          STATION DESCRIPTION
 PQ1633
 PQ1633'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1633'THE MARK IS LOCATED ABOUT 0.5 MILE (0.8 KM) WEST OF THE TOWN OF
 PQ1633'GIBBON, IN THE SE 1/4 OF SECTION 3, T112N, R31W, ALONG THE CHICAGO
 PQ1633'AND NORTH WESTERN RAILWAY, 0.6 MILE (1.0 KM) WEST ALONG TRUNK HIGHWAY
 PQ1633'19 FROM ITS JUNCTION WITH COUNTY ROAD 2 IN GIBBON.  THE MARK, A
 PQ1633'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---7204
 PQ1633'F 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT
 PQ1633'LONG ALUMINUM ROD THAT IS BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE
 PQ1633'OF THE GROUND AND IS ABOUT 2 FEET (0.6 M) BELOW THE LEVEL OF TRUNK
 PQ1633'HIGHWAY 19.  THE MARK IS 85.0 FEET (25.9 M) SOUTH-SOUTHEAST OF THE
 PQ1633'CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT 101.5, 19.8 FEET (6.0 M)
 PQ1633'NORTH OF THE NORTH RAIL OF THE RAILROAD, 25.0 FEET (7.6 M)
 PQ1633'WEST-SOUTHWEST OF AN ENTRANCE, 46.3 FEET (14.1 M) SOUTH-SOUTHEAST OF A
 PQ1633'TELEPHONE CABLE POST, AND 0.7 FOOT (21.3 CM) NORTH OF A STEEL WITNESS
 PQ1633'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1634 ***********************************************************************
 PQ1634  DESIGNATION -  7204 G
 PQ1634  PID         -  PQ1634
 PQ1634  STATE/COUNTY-  MN/SIBLEY
 PQ1634  USGS QUAD   -  GIBBON (1964)
 PQ1634
 PQ1634                         *CURRENT SURVEY CONTROL
 PQ1634  ___________________________________________________________________
 PQ1634* NAD 83(1986)-  44 32 04.     (N)    094 31 37.     (W)     SCALED    
 PQ1634* NAVD 88     -       321.834  (meters)    1055.88   (feet)  ADJUSTED  
 PQ1634  ___________________________________________________________________
 PQ1634  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 PQ1634  DYNAMIC HT  -         321.789 (meters)    1055.74  (feet)  COMP
 PQ1634  MODELED GRAV-     980,471.3   (mgal)                       NAVD 88
 PQ1634
 PQ1634  VERT ORDER  -  SECOND    CLASS I
 PQ1634
 PQ1634.The horizontal coordinates were scaled from a topographic map and have
 PQ1634.an estimated accuracy of +/- 6 seconds.
 PQ1634
 PQ1634.The orthometric height was determined by differential leveling
 PQ1634.and adjusted by the National Geodetic Survey in June 1995..
 PQ1634
 PQ1634.The geoid height was determined by GEOID03.
 PQ1634
 PQ1634.The dynamic height is computed by dividing the NAVD 88
 PQ1634.geopotential number by the normal gravity value computed on the
 PQ1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1634.degrees latitude (g = 980.6199 gals.).
 PQ1634
 PQ1634.The modeled gravity was interpolated from observed gravity values.
 PQ1634
 PQ1634;                    North         East    Units  Estimated Accuracy
 PQ1634;SPC MN S     -   270,630.      758,120.      MT  (+/- 180 meters Scaled)
 PQ1634
 PQ1634                          SUPERSEDED SURVEY CONTROL
 PQ1634
 PQ1634.No superseded survey control is available for this station.
 PQ1634
 PQ1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK786323(NAD 83)
 PQ1634_MARKER: DV = VERTICAL CONTROL DISK
 PQ1634_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PQ1634+WITH SETTING: PAVEMENT
 PQ1634_SP_SET: WATER TANK FOOTING
 PQ1634_STAMPING: 7204 G 1987
 PQ1634_MARK LOGO: MNDT  
 PQ1634_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1634+STABILITY: SURFACE MOTION
 PQ1634
 PQ1634  HISTORY     - Date     Condition        Report By
 PQ1634  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1634
 PQ1634                          STATION DESCRIPTION
 PQ1634
 PQ1634'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1634'THE MARK IS LOCATED IN THE TOWN OF GIBBON, IN THE SW 1/4 OF SECTION 2,
 PQ1634'T112N, R31W, IN THE NORTHWEST CORNER OF A 3.8-FOOT BY 3.8-FOOT BASE
 PQ1634'OF THE CENTER STANDPIPE OF THE GIBBON WATER TANK, 155 FEET (47.2 M)
 PQ1634'EAST OF THE INTERSECTION OF 1ST AVENUE AND 12TH STREET IN GIBBON.  THE
 PQ1634'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1634'STAMPED---7204 G 1987---, IS SET FLUSH IN A DRILL HOLE PROJECTING 0.7
 PQ1634'FOOT (21.3 CM) ABOVE THE SURFACE OF THE GROUND AND ABOUT 4 FEET
 PQ1634'(1.2 M) ABOVE THE LEVEL OF 12TH STREET.  THE MARK IS 61.0 FEET
 PQ1634'(18.6 M) SOUTH OF THE CENTERLINE OF 12TH STREET, 34.0 FEET (10.4 M)
 PQ1634'WEST OF THE CENTER OF AN ALLEY, AND 42.9 FEET (13.1 M) SOUTH-SOUTHWEST
 PQ1634'OF A TELEPHONE AND POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1635 ***********************************************************************
 PQ1635  DESIGNATION -  7204 H
 PQ1635  PID         -  PQ1635
 PQ1635  STATE/COUNTY-  MN/SIBLEY
 PQ1635  USGS QUAD   -  GIBBON (1964)
 PQ1635
 PQ1635                         *CURRENT SURVEY CONTROL
 PQ1635  ___________________________________________________________________
 PQ1635* NAD 83(1986)-  44 32 10.     (N)    094 31 06.     (W)     SCALED    
 PQ1635* NAVD 88     -       316.908  (meters)    1039.72   (feet)  ADJUSTED  
 PQ1635  ___________________________________________________________________
 PQ1635  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 PQ1635  DYNAMIC HT  -         316.865 (meters)    1039.58  (feet)  COMP
 PQ1635  MODELED GRAV-     980,471.4   (mgal)                       NAVD 88
 PQ1635
 PQ1635  VERT ORDER  -  SECOND    CLASS I
 PQ1635
 PQ1635.The horizontal coordinates were scaled from a topographic map and have
 PQ1635.an estimated accuracy of +/- 6 seconds.
 PQ1635
 PQ1635.The orthometric height was determined by differential leveling
 PQ1635.and adjusted by the National Geodetic Survey in June 1995..
 PQ1635
 PQ1635.The geoid height was determined by GEOID03.
 PQ1635
 PQ1635.The dynamic height is computed by dividing the NAVD 88
 PQ1635.geopotential number by the normal gravity value computed on the
 PQ1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1635.degrees latitude (g = 980.6199 gals.).
 PQ1635
 PQ1635.The modeled gravity was interpolated from observed gravity values.
 PQ1635
 PQ1635;                    North         East    Units  Estimated Accuracy
 PQ1635;SPC MN S     -   270,810.      758,810.      MT  (+/- 180 meters Scaled)
 PQ1635
 PQ1635                          SUPERSEDED SURVEY CONTROL
 PQ1635
 PQ1635.No superseded survey control is available for this station.
 PQ1635
 PQ1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK793325(NAD 83)
 PQ1635_MARKER: DV = VERTICAL CONTROL DISK
 PQ1635_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1635_SP_SET: ALUMINUM ALLOY ROD
 PQ1635_STAMPING: 7204 H 1987
 PQ1635_MARK LOGO: MNDT  
 PQ1635_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1635
 PQ1635  HISTORY     - Date     Condition        Report By
 PQ1635  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1635
 PQ1635                          STATION DESCRIPTION
 PQ1635
 PQ1635'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1635'THE MARK IS LOCATED 0.5 MILE (0.8 KM) EAST OF THE TOWN OF GIBBON, IN
 PQ1635'THE NE 1/4 OF SECTION 2, T112N, R31W, IN THE NORTHWEST QUADRANT OF
 PQ1635'THE INTERSECTION OF TRUNK HIGHWAY 19 AND A GRAVEL ROAD, 0.45 MILE
 PQ1635'(0.72 KM) EAST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH COUNTY
 PQ1635'ROAD 2 IN GIBBON.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1635'CONTROL MONUMENT DISK STAMPED---7204 H 1987---, IS SET ON THE TOP OF
 PQ1635'A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS
 PQ1635'BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE OF THE GROUND AND IS ABOUT
 PQ1635'1 FOOT (0.3 M) BELOW THE LEVEL OF THE GRAVEL ROAD.  THE MARK IS 191.0
 PQ1635'FEET (58.2 M) NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT
 PQ1635'MILEPOINT 102.55, 29.0 FEET (8.8 M) WEST OF THE CENTER OF A GRAVEL
 PQ1635'ROAD, 2.9 FEET (0.9 M) WEST OF A POWER POLE WITH A TRANSFORMER, AND
 PQ1635'71.9 FEET (21.9 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A GAS
 PQ1635'STATION BUILDING.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1636 ***********************************************************************
 PQ1636  DESIGNATION -  7204 J
 PQ1636  PID         -  PQ1636
 PQ1636  STATE/COUNTY-  MN/SIBLEY
 PQ1636  USGS QUAD   -  GIBBON (1964)
 PQ1636
 PQ1636                         *CURRENT SURVEY CONTROL
 PQ1636  ___________________________________________________________________
 PQ1636* NAD 83(1986)-  44 32 09.     (N)    094 30 05.     (W)     SCALED    
 PQ1636* NAVD 88     -       318.529  (meters)    1045.04   (feet)  ADJUSTED  
 PQ1636  ___________________________________________________________________
 PQ1636  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 PQ1636  DYNAMIC HT  -         318.485 (meters)    1044.90  (feet)  COMP
 PQ1636  MODELED GRAV-     980,471.3   (mgal)                       NAVD 88
 PQ1636
 PQ1636  VERT ORDER  -  SECOND    CLASS I
 PQ1636
 PQ1636.The horizontal coordinates were scaled from a topographic map and have
 PQ1636.an estimated accuracy of +/- 6 seconds.
 PQ1636
 PQ1636.The orthometric height was determined by differential leveling
 PQ1636.and adjusted by the National Geodetic Survey in June 1995..
 PQ1636
 PQ1636.The geoid height was determined by GEOID03.
 PQ1636
 PQ1636.The dynamic height is computed by dividing the NAVD 88
 PQ1636.geopotential number by the normal gravity value computed on the
 PQ1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1636.degrees latitude (g = 980.6199 gals.).
 PQ1636
 PQ1636.The modeled gravity was interpolated from observed gravity values.
 PQ1636
 PQ1636;                    North         East    Units  Estimated Accuracy
 PQ1636;SPC MN S     -   270,770.      760,150.      MT  (+/- 180 meters Scaled)
 PQ1636
 PQ1636                          SUPERSEDED SURVEY CONTROL
 PQ1636
 PQ1636.No superseded survey control is available for this station.
 PQ1636
 PQ1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK807324(NAD 83)
 PQ1636_MARKER: DV = VERTICAL CONTROL DISK
 PQ1636_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1636_SP_SET: ALUMINUM ALLOY ROD
 PQ1636_STAMPING: 7204 J 1987
 PQ1636_MARK LOGO: MNDT  
 PQ1636_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1636
 PQ1636  HISTORY     - Date     Condition        Report By
 PQ1636  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1636
 PQ1636                          STATION DESCRIPTION
 PQ1636
 PQ1636'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1636'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) EAST OF THE TOWN OF
 PQ1636'GIBBON, IN THE SE 1/4 OF SECTION 1, T112N, R31W, 1.2 MILES (1.9 KM)
 PQ1636'EAST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH COUNTY ROAD 2 IN
 PQ1636'GIBBON.  THE MARK A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 PQ1636'DISK STAMPED---7204 J 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1636'DIAMETER BY 20-FOOT LONG ALUMINUM ROD THAT IS BURIED 0.1 FOOT
 PQ1636'(3.0 CM) BELOW THE SURFACE OF THE GROUND AND IS ABOUT 2 FEET (0.6 M)
 PQ1636'BELOW THE LEVEL OF TRUNK HIGHWAY 19.  THE MARK IS 87.0 FEET (26.5 M)
 PQ1636'SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT 103.3, 48.2
 PQ1636'FEET (14.7 M) NORTH OF A STEEL RIGHT-OF-WAY POST, 4.9 FEET (1.5 M)
 PQ1636'NORTH OF THE NORTH SIGN POST OF 2, AND 1.0 FOOT (0.3 M) EAST OF A
 PQ1636'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1637 ***********************************************************************
 PQ1637  DESIGNATION -  7204 K
 PQ1637  PID         -  PQ1637
 PQ1637  STATE/COUNTY-  MN/SIBLEY
 PQ1637  USGS QUAD   -  WINTHROP SW (1982)
 PQ1637
 PQ1637                         *CURRENT SURVEY CONTROL
 PQ1637  ___________________________________________________________________
 PQ1637* NAD 83(1986)-  44 32 11.     (N)    094 29 04.     (W)     SCALED    
 PQ1637* NAVD 88     -       317.222  (meters)    1040.75   (feet)  ADJUSTED  
 PQ1637  ___________________________________________________________________
 PQ1637  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 PQ1637  DYNAMIC HT  -         317.178 (meters)    1040.61  (feet)  COMP
 PQ1637  MODELED GRAV-     980,471.3   (mgal)                       NAVD 88
 PQ1637
 PQ1637  VERT ORDER  -  SECOND    CLASS I
 PQ1637
 PQ1637.The horizontal coordinates were scaled from a topographic map and have
 PQ1637.an estimated accuracy of +/- 6 seconds.
 PQ1637
 PQ1637.The orthometric height was determined by differential leveling
 PQ1637.and adjusted by the National Geodetic Survey in June 1995..
 PQ1637
 PQ1637.The geoid height was determined by GEOID03.
 PQ1637
 PQ1637.The dynamic height is computed by dividing the NAVD 88
 PQ1637.geopotential number by the normal gravity value computed on the
 PQ1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1637.degrees latitude (g = 980.6199 gals.).
 PQ1637
 PQ1637.The modeled gravity was interpolated from observed gravity values.
 PQ1637
 PQ1637;                    North         East    Units  Estimated Accuracy
 PQ1637;SPC MN S     -   270,820.      761,500.      MT  (+/- 180 meters Scaled)
 PQ1637
 PQ1637                          SUPERSEDED SURVEY CONTROL
 PQ1637
 PQ1637.No superseded survey control is available for this station.
 PQ1637
 PQ1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK820325(NAD 83)
 PQ1637_MARKER: DV = VERTICAL CONTROL DISK
 PQ1637_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1637_SP_SET: ALUMINUM ALLOY ROD
 PQ1637_STAMPING: 7204 K 1987
 PQ1637_MARK LOGO: MNDT  
 PQ1637_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1637
 PQ1637  HISTORY     - Date     Condition        Report By
 PQ1637  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1637
 PQ1637                          STATION DESCRIPTION
 PQ1637
 PQ1637'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1637'THE MARK IS LOCATED ABOUT 2.25 MILES (3.62 KM) EAST OF THE TOWN OF
 PQ1637'GIBBON, IN THE NW 1/4 OF SECTION 6, T112N, R30W, IN A ROADSIDE
 PQ1637'PARKING AREA, 2.15 MILES (3.46 KM) EAST ALONG TRUNK HIGHWAY 19 FROM
 PQ1637'ITS JUNCTION WITH COUNTY ROAD 2 IN GIBBON.  THE MARK, A STANDARD MNDT
 PQ1637'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---7204 K 1987---, IS
 PQ1637'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 13-FOOT LONG ALUMINUM
 PQ1637'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 1 FOOT
 PQ1637'(0.3 M) BELOW THE LEVEL OF TRUNK HIGHWAY 19.  THE MARK IS 102.0 FEET
 PQ1637'(31.1 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT
 PQ1637'MILEPOINT 104.25, 14.5 FEET (4.4 M) EAST OF A 3-INCH DIAMETER PINE
 PQ1637'TREE, 25.3 FEET (7.7 M) WEST OF A 6 INCH DIAMETER PINE TREE, 18.0
 PQ1637'FEET (5.5 M) NORTH OF A STEEL WITNESS POST, AND IN LINE WITH A ROW OF
 PQ1637'GAURD RAIL POSTS.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1638 ***********************************************************************
 PQ1638  DESIGNATION -  7204 L
 PQ1638  PID         -  PQ1638
 PQ1638  STATE/COUNTY-  MN/SIBLEY
 PQ1638  USGS QUAD   -  WINTHROP SW (1982)
 PQ1638
 PQ1638                         *CURRENT SURVEY CONTROL
 PQ1638  ___________________________________________________________________
 PQ1638* NAD 83(1986)-  44 32 35.     (N)    094 28 21.     (W)     SCALED    
 PQ1638* NAVD 88     -       316.316  (meters)    1037.78   (feet)  ADJUSTED  
 PQ1638  ___________________________________________________________________
 PQ1638  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 PQ1638  DYNAMIC HT  -         316.272 (meters)    1037.64  (feet)  COMP
 PQ1638  MODELED GRAV-     980,471.9   (mgal)                       NAVD 88
 PQ1638
 PQ1638  VERT ORDER  -  SECOND    CLASS I
 PQ1638
 PQ1638.The horizontal coordinates were scaled from a topographic map and have
 PQ1638.an estimated accuracy of +/- 6 seconds.
 PQ1638
 PQ1638.The orthometric height was determined by differential leveling
 PQ1638.and adjusted by the National Geodetic Survey in June 1995..
 PQ1638
 PQ1638.The geoid height was determined by GEOID03.
 PQ1638
 PQ1638.The dynamic height is computed by dividing the NAVD 88
 PQ1638.geopotential number by the normal gravity value computed on the
 PQ1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1638.degrees latitude (g = 980.6199 gals.).
 PQ1638
 PQ1638.The modeled gravity was interpolated from observed gravity values.
 PQ1638
 PQ1638;                    North         East    Units  Estimated Accuracy
 PQ1638;SPC MN S     -   271,560.      762,450.      MT  (+/- 180 meters Scaled)
 PQ1638
 PQ1638                          SUPERSEDED SURVEY CONTROL
 PQ1638
 PQ1638.No superseded survey control is available for this station.
 PQ1638
 PQ1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK830332(NAD 83)
 PQ1638_MARKER: DB = BENCH MARK DISK
 PQ1638_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1638_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1638_STAMPING: 7204 L 1987
 PQ1638_MARK LOGO: MNDT  
 PQ1638_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1638+STABILITY: SURFACE MOTION
 PQ1638
 PQ1638  HISTORY     - Date     Condition        Report By
 PQ1638  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1638
 PQ1638                          STATION DESCRIPTION
 PQ1638
 PQ1638'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1638'THE MARK IS LOCATED ABOUT 5 MILES (8.0 KM) WEST OF THE TOWN OF
 PQ1638'WINTHROP, IN THE NW 1/4 OF SECTION 5, T112N, R30W, 4.75 MILES
 PQ1638'(7.64 KM) WEST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK
 PQ1638'HIGHWAY 15 AT THE WEST EDGE OF WINTHROP.  THE MARK, A STANDARD MNDT
 PQ1638'BENCH MARK DISK STAMPED---7204 L 1987---, IS SET IN THE TOP OF A
 PQ1638'6-FOOT LONG PRECAST CONCRETE MONUMENT THAT IS PROJECTING 0.3 FOOT
 PQ1638'(9.1 CM) ABOVE THE SURFACE OF THE GROUND IS AND ABOUT 6 FEET (1.8 M)
 PQ1638'BELOW THE LEVEL OF TRUNK HIGHWAY 19. THE MARK IS 211.0 FEET (64.3 M)
 PQ1638'NORTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT 104.95,
 PQ1638'196.5 FEET (59.9 M) NORTHEAST OF THE CENTER OF A GRAVEL ROAD, 66.9
 PQ1638'FEET (20.4 M) WEST-NORTHWEST OF A POWER POLE WITH GUY WIRES, 44.2
 PQ1638'FEET (13.5 M) EAST-NORTHEAST OF A REFERENCE POINT POST, 3.0 FEET
 PQ1638'(0.9 M) SOUTH-SOUTHEAST OF A FENCE CORNER, AND 0.7 FOOT (21.3 CM)
 PQ1638'SOUTH OF A STEEL WITNESS POST.  THE STEEL ROD IN THE PRECAST CONCRETE
 PQ1638'MONUMENT MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1639 ***********************************************************************
 PQ1639  DESIGNATION -  7204 M
 PQ1639  PID         -  PQ1639
 PQ1639  STATE/COUNTY-  MN/SIBLEY
 PQ1639  USGS QUAD   -  WINTHROP SW (1982)
 PQ1639
 PQ1639                         *CURRENT SURVEY CONTROL
 PQ1639  ___________________________________________________________________
 PQ1639* NAD 83(1986)-  44 32 34.     (N)    094 27 23.     (W)     SCALED    
 PQ1639* NAVD 88     -       320.097  (meters)    1050.18   (feet)  ADJUSTED  
 PQ1639  ___________________________________________________________________
 PQ1639  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 PQ1639  DYNAMIC HT  -         320.053 (meters)    1050.04  (feet)  COMP
 PQ1639  MODELED GRAV-     980,472.1   (mgal)                       NAVD 88
 PQ1639
 PQ1639  VERT ORDER  -  SECOND    CLASS I
 PQ1639
 PQ1639.The horizontal coordinates were scaled from a topographic map and have
 PQ1639.an estimated accuracy of +/- 6 seconds.
 PQ1639
 PQ1639.The orthometric height was determined by differential leveling
 PQ1639.and adjusted by the National Geodetic Survey in June 1995..
 PQ1639
 PQ1639.The geoid height was determined by GEOID03.
 PQ1639
 PQ1639.The dynamic height is computed by dividing the NAVD 88
 PQ1639.geopotential number by the normal gravity value computed on the
 PQ1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1639.degrees latitude (g = 980.6199 gals.).
 PQ1639
 PQ1639.The modeled gravity was interpolated from observed gravity values.
 PQ1639
 PQ1639;                    North         East    Units  Estimated Accuracy
 PQ1639;SPC MN S     -   271,520.      763,730.      MT  (+/- 180 meters Scaled)
 PQ1639
 PQ1639                          SUPERSEDED SURVEY CONTROL
 PQ1639
 PQ1639.No superseded survey control is available for this station.
 PQ1639
 PQ1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK843331(NAD 83)
 PQ1639_MARKER: DV = VERTICAL CONTROL DISK
 PQ1639_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1639_SP_SET: ALUMINUM ALLOY ROD
 PQ1639_STAMPING: 7204 M 1987
 PQ1639_MARK LOGO: MNDT  
 PQ1639_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1639
 PQ1639  HISTORY     - Date     Condition        Report By
 PQ1639  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1639
 PQ1639                          STATION DESCRIPTION
 PQ1639
 PQ1639'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1639'THE MARK IS LOCATED ABOUT 4 MILES (6.4 KM) WEST OF THE TOWN OF
 PQ1639'WINTHROP, IN THE NE 1/4 OF SECTION 5, T112N, R30W, 3.95 MILES
 PQ1639'(6.36 KM) WEST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK
 PQ1639'HIGHWAY 15 AT THE WEST EDGE OF WINTHROP.  THE MARK, A STANDARD MNDT
 PQ1639'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---7204 M 1987---, IS
 PQ1639'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 30-FOOT LONG ALUMINUM
 PQ1639'ROD THAT IS BURIED 0.2 FOOT (6.1 CM) BELOW THE SURFACE OF THE GROUND
 PQ1639'AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 19.  THE MARK IS 76.5 FEET
 PQ1639'(23.3 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT
 PQ1639'105.75, 2.0 FEET (0.6 M) WEST-NORTHWEST OF A POWER POLE, AND 0.7 FOOT
 PQ1639'(21.3 CM) NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 PQ1639'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1640 ***********************************************************************
 PQ1640  DESIGNATION -  7204 N
 PQ1640  PID         -  PQ1640
 PQ1640  STATE/COUNTY-  MN/SIBLEY
 PQ1640  USGS QUAD   -  WINTHROP SW (1982)
 PQ1640
 PQ1640                         *CURRENT SURVEY CONTROL
 PQ1640  ___________________________________________________________________
 PQ1640* NAD 83(1986)-  44 32 35.     (N)    094 26 28.     (W)     SCALED    
 PQ1640* NAVD 88     -       313.418  (meters)    1028.27   (feet)  ADJUSTED  
 PQ1640  ___________________________________________________________________
 PQ1640  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 PQ1640  DYNAMIC HT  -         313.375 (meters)    1028.13  (feet)  COMP
 PQ1640  MODELED GRAV-     980,472.4   (mgal)                       NAVD 88
 PQ1640
 PQ1640  VERT ORDER  -  SECOND    CLASS I
 PQ1640
 PQ1640.The horizontal coordinates were scaled from a topographic map and have
 PQ1640.an estimated accuracy of +/- 6 seconds.
 PQ1640
 PQ1640.The orthometric height was determined by differential leveling
 PQ1640.and adjusted by the National Geodetic Survey in June 1995..
 PQ1640
 PQ1640.The geoid height was determined by GEOID03.
 PQ1640
 PQ1640.The dynamic height is computed by dividing the NAVD 88
 PQ1640.geopotential number by the normal gravity value computed on the
 PQ1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1640.degrees latitude (g = 980.6199 gals.).
 PQ1640
 PQ1640.The modeled gravity was interpolated from observed gravity values.
 PQ1640
 PQ1640;                    North         East    Units  Estimated Accuracy
 PQ1640;SPC MN S     -   271,550.      764,950.      MT  (+/- 180 meters Scaled)
 PQ1640
 PQ1640                          SUPERSEDED SURVEY CONTROL
 PQ1640
 PQ1640.No superseded survey control is available for this station.
 PQ1640
 PQ1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK855332(NAD 83)
 PQ1640_MARKER: DV = VERTICAL CONTROL DISK
 PQ1640_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1640_SP_SET: ALUMINUM ALLOY ROD
 PQ1640_STAMPING: 7204 N 1987
 PQ1640_MARK LOGO: MNDT  
 PQ1640_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1640
 PQ1640  HISTORY     - Date     Condition        Report By
 PQ1640  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1640
 PQ1640                          STATION DESCRIPTION
 PQ1640
 PQ1640'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1640'THE MARK IS LOCATED ABOUT 3.5 MILES (5.6 KM) WEST OF THE TOWN OF
 PQ1640'WINTHROP, IN THE NE 1/4 OF SECTION 4, T112N, R30W, AT A SECTION LINE,
 PQ1640'3.25 MILES (5.23 KM) WEST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION
 PQ1640'WITH TRUNK HIGHWAY 15 AT THE WEST EGDE OF WINTHROP.  THE MARK, A
 PQ1640'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---7204
 PQ1640'N 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 40-FOOT
 PQ1640'LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 PQ1640'ABOUT 3 FEET (0.9 M) BELOW THE LEVEL OF TRUNK HIGHWAY 19.  THE MARK
 PQ1640'IS 74.0  FEET (22.6 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT
 PQ1640'MILEPOINT 106.45, 1.3 FEET (0.4 M) NORTH OF A REFERENCE POST, 28.3
 PQ1640'FEET (8.6 M) EAST-NORTHEAST OF A POWER POLE, AND 1.1 FEET (0.3 M)
 PQ1640'EAST-SOUTHEAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 PQ1640'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1641 ***********************************************************************
 PQ1641  DESIGNATION -  7204 P
 PQ1641  PID         -  PQ1641
 PQ1641  STATE/COUNTY-  MN/SIBLEY
 PQ1641  USGS QUAD   -  WINTHROP SW (1982)
 PQ1641
 PQ1641                         *CURRENT SURVEY CONTROL
 PQ1641  ___________________________________________________________________
 PQ1641* NAD 83(1986)-  44 32 35.     (N)    094 25 41.     (W)     SCALED    
 PQ1641* NAVD 88     -       315.162  (meters)    1033.99   (feet)  ADJUSTED  
 PQ1641  ___________________________________________________________________
 PQ1641  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 PQ1641  DYNAMIC HT  -         315.119 (meters)    1033.85  (feet)  COMP
 PQ1641  MODELED GRAV-     980,472.7   (mgal)                       NAVD 88
 PQ1641
 PQ1641  VERT ORDER  -  SECOND    CLASS I
 PQ1641
 PQ1641.The horizontal coordinates were scaled from a topographic map and have
 PQ1641.an estimated accuracy of +/- 6 seconds.
 PQ1641
 PQ1641.The orthometric height was determined by differential leveling
 PQ1641.and adjusted by the National Geodetic Survey in June 1995..
 PQ1641
 PQ1641.The geoid height was determined by GEOID03.
 PQ1641
 PQ1641.The dynamic height is computed by dividing the NAVD 88
 PQ1641.geopotential number by the normal gravity value computed on the
 PQ1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1641.degrees latitude (g = 980.6199 gals.).
 PQ1641
 PQ1641.The modeled gravity was interpolated from observed gravity values.
 PQ1641
 PQ1641;                    North         East    Units  Estimated Accuracy
 PQ1641;SPC MN S     -   271,540.      765,990.      MT  (+/- 180 meters Scaled)
 PQ1641
 PQ1641                          SUPERSEDED SURVEY CONTROL
 PQ1641
 PQ1641.No superseded survey control is available for this station.
 PQ1641
 PQ1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK865331(NAD 83)
 PQ1641_MARKER: DV = VERTICAL CONTROL DISK
 PQ1641_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1641_SP_SET: ALUMINUM ALLOY ROD
 PQ1641_STAMPING: 7204 P 1987
 PQ1641_MARK LOGO: MNDT  
 PQ1641_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1641
 PQ1641  HISTORY     - Date     Condition        Report By
 PQ1641  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1641
 PQ1641                          STATION DESCRIPTION
 PQ1641
 PQ1641'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1641'THE MARK IS LOCATED ABOUT 3 MILES (4.8 KM) WEST OF THE TOWN OF
 PQ1641'WINTHROP, IN THE NW 1/4 OF SECTION 3, T112N, R30W, 2.55 MILES
 PQ1641'(4.10 KM) WEST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK
 PQ1641'HIGHWAY 15 AT THE WEST EDGE OF WINTHROP.  THE MARK, A STANDARD MNDT
 PQ1641'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---7204 P 1987---, IS
 PQ1641'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 15-FOOT LONG ALUMINUM
 PQ1641'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH
 PQ1641'TRUNK HIGHWAY 19.  THE MARK IS 76.5 FEET (23.3 M) SOUTH OF THE
 PQ1641'CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT 107.15, 34.5 FEET
 PQ1641'(10.5 M) WEST OF THE CENTER OF A FARM ENTRANCE, 6.8 FEET (2.1 M) EAST
 PQ1641'OF A POWER POLE (NUMBER 20-03-3), AND 5.9 FEET (1.8 M) WEST OF A
 PQ1641'TELEPHONE PEDESTAL.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1642 ***********************************************************************
 PQ1642  DESIGNATION -  7204 Q
 PQ1642  PID         -  PQ1642
 PQ1642  STATE/COUNTY-  MN/SIBLEY
 PQ1642  USGS QUAD   -  WINTHROP SW (1982)
 PQ1642
 PQ1642                         *CURRENT SURVEY CONTROL
 PQ1642  ___________________________________________________________________
 PQ1642* NAD 83(1986)-  44 32 34.     (N)    094 24 39.     (W)     SCALED    
 PQ1642* NAVD 88     -       317.772  (meters)    1042.56   (feet)  ADJUSTED  
 PQ1642  ___________________________________________________________________
 PQ1642  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 PQ1642  DYNAMIC HT  -         317.729 (meters)    1042.42  (feet)  COMP
 PQ1642  MODELED GRAV-     980,473.0   (mgal)                       NAVD 88
 PQ1642
 PQ1642  VERT ORDER  -  SECOND    CLASS I
 PQ1642
 PQ1642.The horizontal coordinates were scaled from a topographic map and have
 PQ1642.an estimated accuracy of +/- 6 seconds.
 PQ1642
 PQ1642.The orthometric height was determined by differential leveling
 PQ1642.and adjusted by the National Geodetic Survey in June 1995..
 PQ1642
 PQ1642.The geoid height was determined by GEOID03.
 PQ1642
 PQ1642.The dynamic height is computed by dividing the NAVD 88
 PQ1642.geopotential number by the normal gravity value computed on the
 PQ1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1642.degrees latitude (g = 980.6199 gals.).
 PQ1642
 PQ1642.The modeled gravity was interpolated from observed gravity values.
 PQ1642
 PQ1642;                    North         East    Units  Estimated Accuracy
 PQ1642;SPC MN S     -   271,500.      767,350.      MT  (+/- 180 meters Scaled)
 PQ1642
 PQ1642                          SUPERSEDED SURVEY CONTROL
 PQ1642
 PQ1642.No superseded survey control is available for this station.
 PQ1642
 PQ1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK879331(NAD 83)
 PQ1642_MARKER: DB = BENCH MARK DISK
 PQ1642_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1642_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1642_STAMPING: 7204 Q 1987
 PQ1642_MARK LOGO: MNDT  
 PQ1642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1642+STABILITY: SURFACE MOTION
 PQ1642
 PQ1642  HISTORY     - Date     Condition        Report By
 PQ1642  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1642
 PQ1642                          STATION DESCRIPTION
 PQ1642
 PQ1642'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1642'THE MARK IS LOCATED ABOUT 2 MILES (3.2 KM) WEST OF THE TOWN OF
 PQ1642'WINTHROP, IN THE NW 1/4 OF SECTION 2, T112N, R30W, IN THE SOUTHEAST
 PQ1642'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 19 AND A GRAVEL ROAD,
 PQ1642'1.75 MILES (2.82 KM) WEST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION
 PQ1642'WITH TRUNK HIGHWAY 15 AT THE WEST EDGE OF WINTHROP.  THE MARK, A
 PQ1642'STANDARD MNDT BENCH MARK DISK STAMPED---7204 Q 1987---, IS SET IN THE
 PQ1642'TOP OF A 6-FOOT LONG PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE
 PQ1642'SURFACE OF THE GROUND AND ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF
 PQ1642'TRUNK HIGHWAY 19.  THE MARK IS 100.0 FEET (30.5 M) SOUTH OF THE
 PQ1642'CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT 107.95, 94.5 FEET
 PQ1642'(28.8 M) EAST OF THE CENTER OF A GRAVEL ROAD, 65.1 FEET (19.8 M)
 PQ1642'EAST-SOUTHEAST OF A POWER POLE WITH GUY WIRES, 24.9 FEET (7.6 M) SOUTH
 PQ1642'OF A TELEPHONE PEDESTAL, 177.2 FEET (54.0 M) SOUTHWEST OF MILEPOINT
 PQ1642'108, AND 0.6 FOOT (18.3 CM) NORTH OF A STEEL WITNESS POST.  THE STEEL
 PQ1642'ROD IN THE PRECAST CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1643 ***********************************************************************
 PQ1643  DESIGNATION -  7204 R
 PQ1643  PID         -  PQ1643
 PQ1643  STATE/COUNTY-  MN/SIBLEY
 PQ1643  USGS QUAD   -  WINTHROP SW (1982)
 PQ1643
 PQ1643                         *CURRENT SURVEY CONTROL
 PQ1643  ___________________________________________________________________
 PQ1643* NAD 83(1986)-  44 32 35.     (N)    094 23 34.     (W)     SCALED    
 PQ1643* NAVD 88     -       314.218  (meters)    1030.90   (feet)  ADJUSTED  
 PQ1643  ___________________________________________________________________
 PQ1643  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 PQ1643  DYNAMIC HT  -         314.175 (meters)    1030.76  (feet)  COMP
 PQ1643  MODELED GRAV-     980,473.4   (mgal)                       NAVD 88
 PQ1643
 PQ1643  VERT ORDER  -  SECOND    CLASS I
 PQ1643
 PQ1643.The horizontal coordinates were scaled from a topographic map and have
 PQ1643.an estimated accuracy of +/- 6 seconds.
 PQ1643
 PQ1643.The orthometric height was determined by differential leveling
 PQ1643.and adjusted by the National Geodetic Survey in June 1995..
 PQ1643
 PQ1643.The geoid height was determined by GEOID03.
 PQ1643
 PQ1643.The dynamic height is computed by dividing the NAVD 88
 PQ1643.geopotential number by the normal gravity value computed on the
 PQ1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1643.degrees latitude (g = 980.6199 gals.).
 PQ1643
 PQ1643.The modeled gravity was interpolated from observed gravity values.
 PQ1643
 PQ1643;                    North         East    Units  Estimated Accuracy
 PQ1643;SPC MN S     -   271,530.      768,790.      MT  (+/- 180 meters Scaled)
 PQ1643
 PQ1643                          SUPERSEDED SURVEY CONTROL
 PQ1643
 PQ1643.No superseded survey control is available for this station.
 PQ1643
 PQ1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK893331(NAD 83)
 PQ1643_MARKER: DB = BENCH MARK DISK
 PQ1643_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1643_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1643_STAMPING: 7204 R 1987
 PQ1643_MARK LOGO: MNDT  
 PQ1643_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1643+STABILITY: SURFACE MOTION
 PQ1643
 PQ1643  HISTORY     - Date     Condition        Report By
 PQ1643  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1643
 PQ1643                          STATION DESCRIPTION
 PQ1643
 PQ1643'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1643'THE MARK IS LOCATED ABOUT 1 MILE (1.6 KM) WEST OF THE TOWN OF
 PQ1643'WINTHROP, IN THE NE 1/4 OF SECTION 2, T112N, R30W, AT A SECTION LINE,
 PQ1643'0.8 MILE (1.3 KM) WEST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH
 PQ1643'TRUNK HIGHWAY 15 AT THE WEST EDGE OF WINTHROP.  THE MARK, A STANDARD
 PQ1643'MNDT BENCH MARK DISK STAMPED---7204 R 1987---, IS SET IN THE TOP OF A
 PQ1643'6-FOOT LONG PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE
 PQ1643'OF THE GROUND AND ABOUT 4 FEET (1.2 M) BELOW THE LEVEL OF TRUNK
 PQ1643'HIGHWAY 19.  THE MARK IS 74.0 FEET (22.6 M) SOUTH OF THE CENTERLINE
 PQ1643'OF TRUNK HGIWHAY 19 AT MILEPOINT 108.9, 11.9 FEET (3.6 M) NORTH OF A
 PQ1643'WOOD FENCE POST, ABOUT 290 FEET (88.4 M) WEST-SOUTHWEST OF MILEPOINT
 PQ1643'109, AND 0.5 FOOT (15.2 CM) NORTH OF A STEEL WITNESS POST.  THE STEEL
 PQ1643'ROD IN THE PRECAST CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1595 ***********************************************************************
 PQ1595  DESIGNATION -  7205 G
 PQ1595  PID         -  PQ1595
 PQ1595  STATE/COUNTY-  MN/SIBLEY
 PQ1595  USGS QUAD   -  GAYLORD (1982)
 PQ1595
 PQ1595                         *CURRENT SURVEY CONTROL
 PQ1595  ___________________________________________________________________
 PQ1595* NAD 83(1996)-  44 32 50.67016(N)    094 14 11.66405(W)     ADJUSTED  
 PQ1595* NAVD 88     -       305.355  (meters)    1001.82   (feet)  ADJUSTED  
 PQ1595  ___________________________________________________________________
 PQ1595  X           -    -336,367.593 (meters)                     COMP
 PQ1595  Y           -  -4,540,770.427 (meters)                     COMP
 PQ1595  Z           -   4,451,838.828 (meters)                     COMP
 PQ1595  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 PQ1595  ELLIP HEIGHT-         277.50  (meters)          (12/03/03) GPS OBS
 PQ1595  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 PQ1595  DYNAMIC HT  -         305.314 (meters)    1001.68  (feet)  COMP
 PQ1595  MODELED GRAV-     980,476.1   (mgal)                       NAVD 88
 PQ1595
 PQ1595  HORZ ORDER  -  FIRST
 PQ1595  VERT ORDER  -  SECOND    CLASS I
 PQ1595  ELLP ORDER  -  FOURTH    CLASS I
 PQ1595
 PQ1595.The horizontal coordinates were established by GPS observations
 PQ1595.and adjusted by the MN DEPT OF TRANSP in December 2003..
 PQ1595
 PQ1595.The orthometric height was determined by differential leveling
 PQ1595.and adjusted by the National Geodetic Survey in June 1995..
 PQ1595
 PQ1595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1595
 PQ1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1595
 PQ1595.The ellipsoidal height was determined by GPS observations
 PQ1595.and is referenced to NAD 83.
 PQ1595
 PQ1595.The geoid height was determined by GEOID03.
 PQ1595
 PQ1595.The dynamic height is computed by dividing the NAVD 88
 PQ1595.geopotential number by the normal gravity value computed on the
 PQ1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1595.degrees latitude (g = 980.6199 gals.).
 PQ1595
 PQ1595.The modeled gravity was interpolated from observed gravity values.
 PQ1595
 PQ1595;                    North         East     Units Scale Factor Converg.
 PQ1595;SPC MN S     -   271,961.890   781,202.164   MT  0.99992236   -0 09 57.0
 PQ1595;UTM  15      - 4,933,418.829   401,774.762   MT  0.99971865   -0 52 03.1
 PQ1595
 PQ1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1595!SPC MN S     -   0.99995649  x   0.99992236  =   0.99987885
 PQ1595!UTM  15      -   0.99995649  x   0.99971865  =   0.99967515
 PQ1595
 PQ1595                          SUPERSEDED SURVEY CONTROL
 PQ1595
 PQ1595  NAVD 88 (12/03/03)  305.36   (m)         1001.8    (f) LEVELING    3  
 PQ1595
 PQ1595.Superseded values are not recommended for survey control.
 PQ1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1595.See file dsdata.txt to determine how the superseded data were derived.
 PQ1595
 PQ1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0177533419(NAD 83)
 PQ1595_MARKER: DV = VERTICAL CONTROL DISK
 PQ1595_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1595_SP_SET: ALUMINUM ALLOY ROD
 PQ1595_STAMPING: 7205 G 1985
 PQ1595_MARK LOGO: MNDT  
 PQ1595_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1595+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1999
 PQ1595
 PQ1595  HISTORY     - Date     Condition        Report By
 PQ1595  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1595  HISTORY     - 19991208 GOOD             MNDT
 PQ1595
 PQ1595                          STATION DESCRIPTION
 PQ1595
 PQ1595'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1595'THE MARK IS LOCATED ABOUT 0.5 MILE (0.8 KM) WEST OF THE CITY OF
 PQ1595'GAYLORD, IN THE SE 1/4 OF SECTION 31, T113N, R28W, 0.85 MILE
 PQ1595'(1.37 KM) WEST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK
 PQ1595'HIGHWAYS 5 AND 22 IN GAYLORD, 157.0 FEET (47.9 M) SOUTH OF AND ABOUT
 PQ1595'LEVEL WITH THE CENTERLINE OF HIGHWAY 19 AT MILEPOINT 116.6, 51.7 FEET
 PQ1595'(15.8 M) SOUTH OF THE SOUTH RAIL OF THE MAIN LINE OF THE RAILWAY, 2.2
 PQ1595'FEET (0.7 M) NORTHWEST OF A POWER POLE, ABOUT 300 FEET (91.4 M) WEST
 PQ1595'OF A CENEX FERTILIZER PLANT, AND 1.0 FOOT (0.3 M) NORTH OF A STEEL
 PQ1595'WITNESS POST.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL
 PQ1595'MONUMENT DISK STAMPED---7205 G 1985---, IS FORCED ONTO THE TOP OF A
 PQ1595'DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY
 PQ1595'ROD AND IS FLUSH WITH THE GROUND.  A MAGNET IN THE DISK MAKES THE
 PQ1595'MARK MAGNETIC.
 PQ1595
 PQ1595                          STATION RECOVERY (1999)
 PQ1595
 PQ1595'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 PQ1595'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1597 ***********************************************************************
 PQ1597  DESIGNATION -  7205 J
 PQ1597  PID         -  PQ1597
 PQ1597  STATE/COUNTY-  MN/SIBLEY
 PQ1597  USGS QUAD   -  WINTHROP (1982)
 PQ1597
 PQ1597                         *CURRENT SURVEY CONTROL
 PQ1597  ___________________________________________________________________
 PQ1597* NAD 83(1996)-  44 32 35.56464(N)    094 17 51.42522(W)     ADJUSTED  
 PQ1597* NAVD 88     -       308.610  (meters)    1012.50   (feet)  ADJUSTED  
 PQ1597  ___________________________________________________________________
 PQ1597  X           -    -341,229.970 (meters)                     COMP
 PQ1597  Y           -  -4,540,737.967 (meters)                     COMP
 PQ1597  Z           -   4,451,508.799 (meters)                     COMP
 PQ1597  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 PQ1597  ELLIP HEIGHT-         280.77  (meters)          (12/03/03) GPS OBS
 PQ1597  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 PQ1597  DYNAMIC HT  -         308.569 (meters)    1012.36  (feet)  COMP
 PQ1597  MODELED GRAV-     980,474.9   (mgal)                       NAVD 88
 PQ1597
 PQ1597  HORZ ORDER  -  FIRST
 PQ1597  VERT ORDER  -  SECOND    CLASS I
 PQ1597  ELLP ORDER  -  FOURTH    CLASS I
 PQ1597
 PQ1597.The horizontal coordinates were established by GPS observations
 PQ1597.and adjusted by the MN DEPT OF TRANSP in December 2003..
 PQ1597
 PQ1597.The orthometric height was determined by differential leveling
 PQ1597.and adjusted by the National Geodetic Survey in June 1995..
 PQ1597
 PQ1597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1597
 PQ1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1597
 PQ1597.The ellipsoidal height was determined by GPS observations
 PQ1597.and is referenced to NAD 83.
 PQ1597
 PQ1597.The geoid height was determined by GEOID03.
 PQ1597
 PQ1597.The dynamic height is computed by dividing the NAVD 88
 PQ1597.geopotential number by the normal gravity value computed on the
 PQ1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1597.degrees latitude (g = 980.6199 gals.).
 PQ1597
 PQ1597.The modeled gravity was interpolated from observed gravity values.
 PQ1597
 PQ1597;                    North         East     Units Scale Factor Converg.
 PQ1597;SPC MN S     -   271,511.509   776,349.941   MT  0.99992230   -0 12 31.0
 PQ1597;UTM  15      - 4,933,027.983   396,918.348   MT  0.99973067   -0 54 37.0
 PQ1597
 PQ1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1597!SPC MN S     -   0.99995598  x   0.99992230  =   0.99987828
 PQ1597!UTM  15      -   0.99995598  x   0.99973067  =   0.99968666
 PQ1597
 PQ1597                          SUPERSEDED SURVEY CONTROL
 PQ1597
 PQ1597  NAVD 88 (12/03/03)  308.61   (m)         1012.5    (f) LEVELING    3  
 PQ1597
 PQ1597.Superseded values are not recommended for survey control.
 PQ1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1597.See file dsdata.txt to determine how the superseded data were derived.
 PQ1597
 PQ1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9691833028(NAD 83)
 PQ1597_MARKER: DV = VERTICAL CONTROL DISK
 PQ1597_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1597_SP_SET: ALUMINUM ALLOY ROD
 PQ1597_STAMPING: 7205 J 1985
 PQ1597_MARK LOGO: MNDT  
 PQ1597_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1597+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1999
 PQ1597
 PQ1597  HISTORY     - Date     Condition        Report By
 PQ1597  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1597  HISTORY     - 19991208 GOOD             MNDT
 PQ1597
 PQ1597                          STATION DESCRIPTION
 PQ1597
 PQ1597'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1597'THE MARK IS LOCATED ABOUT 2.75 MILES (4.43 KM) EAST OF THE CITY OF
 PQ1597'WINTHROP OR 3.25 MILES (5.23 KM) WEST OF THE CITY OF GAYLORD, IN THE
 PQ1597'SE 1/4 OF SECTION 34, T113N, R29W, 3.5 MILES (5.6 KM) EAST ALONG
 PQ1597'TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK HIGHWAY 15 IN WINTHROP,
 PQ1597'NEAR THE WEST END OF A DEAD END ROAD, 192.0 FEET (58.5 M) SOUTH OF
 PQ1597'AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 19 AT MILEPOINT 113.6,
 PQ1597'87.7 FEET (26.7 M) SOUTH OF THE SOUTH RAIL OF THE RAILWAY, 3.0 FEET
 PQ1597'(0.9 M) WEST OF A POWER POLE (WITH 2 GUY WIRES), 151.8 FEET (46.3 M)
 PQ1597'WEST-SOUTHWEST OF A POWER POLE, AND 1.0 FOOT (0.3 M) NORTH OF A STEEL
 PQ1597'WITNESS POST.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL
 PQ1597'MONUMENT DISK STAMPED---7205 J 1985---, IS FORCED ONTO THE TOP OF A
 PQ1597'DRIVEN 5/8-INCH DIAMETER BY 35-FOOT LONG ALUMINUM ALLOY ROD AND
 PQ1597'PROJECTS 0.1 FOOT (3.0 CM) ABOVE THE GROUND.  A MAGNET IN THE DISK
 PQ1597'MAKES THE MARK MAGNETIC.
 PQ1597
 PQ1597                          STATION RECOVERY (1999)
 PQ1597
 PQ1597'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 PQ1597'THE MARK WAS RECOVERED IN GOOD CONDITION.  MARK PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1599 ***********************************************************************
 PQ1599  DESIGNATION -  7205 K
 PQ1599  PID         -  PQ1599
 PQ1599  STATE/COUNTY-  MN/SIBLEY
 PQ1599  USGS QUAD   -  WINTHROP (1982)
 PQ1599
 PQ1599                         *CURRENT SURVEY CONTROL
 PQ1599  ___________________________________________________________________
 PQ1599* NAD 83(1996)-  44 32 36.22952(N)    094 20 03.86883(W)     ADJUSTED  
 PQ1599* NAVD 88     -       312.033  (meters)    1023.73   (feet)  ADJUSTED  
 PQ1599  ___________________________________________________________________
 PQ1599  X           -    -344,144.625 (meters)                     COMP
 PQ1599  Y           -  -4,540,506.007 (meters)                     COMP
 PQ1599  Z           -   4,451,525.833 (meters)                     COMP
 PQ1599  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 PQ1599  ELLIP HEIGHT-         284.20  (meters)          (12/03/03) GPS OBS
 PQ1599  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 PQ1599  DYNAMIC HT  -         311.991 (meters)    1023.59  (feet)  COMP
 PQ1599  MODELED GRAV-     980,474.4   (mgal)                       NAVD 88
 PQ1599
 PQ1599  HORZ ORDER  -  FIRST
 PQ1599  VERT ORDER  -  SECOND    CLASS I
 PQ1599  ELLP ORDER  -  FOURTH    CLASS I
 PQ1599
 PQ1599.The horizontal coordinates were established by GPS observations
 PQ1599.and adjusted by the MN DEPT OF TRANSP in December 2003..
 PQ1599
 PQ1599.The orthometric height was determined by differential leveling
 PQ1599.and adjusted by the National Geodetic Survey in June 1995..
 PQ1599
 PQ1599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1599
 PQ1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1599
 PQ1599.The ellipsoidal height was determined by GPS observations
 PQ1599.and is referenced to NAD 83.
 PQ1599
 PQ1599.The geoid height was determined by GEOID03.
 PQ1599
 PQ1599.The dynamic height is computed by dividing the NAVD 88
 PQ1599.geopotential number by the normal gravity value computed on the
 PQ1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1599.degrees latitude (g = 980.6199 gals.).
 PQ1599
 PQ1599.The modeled gravity was interpolated from observed gravity values.
 PQ1599
 PQ1599;                    North         East     Units Scale Factor Converg.
 PQ1599;SPC MN S     -   271,543.333   773,426.552   MT  0.99992231   -0 14 03.8
 PQ1599;UTM  15      - 4,933,095.593   393,996.117   MT  0.99973818   -0 56 10.0
 PQ1599
 PQ1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1599!SPC MN S     -   0.99995544  x   0.99992231  =   0.99987775
 PQ1599!UTM  15      -   0.99995544  x   0.99973818  =   0.99969363
 PQ1599
 PQ1599                          SUPERSEDED SURVEY CONTROL
 PQ1599
 PQ1599  NAVD 88 (12/03/03)  312.03   (m)         1023.7    (f) LEVELING    3  
 PQ1599
 PQ1599.Superseded values are not recommended for survey control.
 PQ1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1599.See file dsdata.txt to determine how the superseded data were derived.
 PQ1599
 PQ1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9399633096(NAD 83)
 PQ1599_MARKER: DV = VERTICAL CONTROL DISK
 PQ1599_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1599_SP_SET: ALUMINUM ALLOY ROD
 PQ1599_STAMPING: 7205 K 1985
 PQ1599_MARK LOGO: MNDT  
 PQ1599_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1599+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1999
 PQ1599
 PQ1599  HISTORY     - Date     Condition        Report By
 PQ1599  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1599  HISTORY     - 19991208 GOOD             MNDT
 PQ1599
 PQ1599                          STATION DESCRIPTION
 PQ1599
 PQ1599'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1599'THE MARK IS LOCATED ABOUT 1 MILE (1.6 KM) EAST OF THE CITY OF
 PQ1599'WINTHROP, IN THE SW 1/4 OF SECTION 33, T113N, R29W, 1.6 MILES
 PQ1599'(2.6 KM) EAST ALONG TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK
 PQ1599'HIGHWAY 15 IN WINTHROP, 96.0 FEET (29.3 M) NORTH OF THE CENTERLINE OF
 PQ1599'HIGHWAY 19 AT MILEPOINT 111.75, 3.0 FEET (0.9 M) SOUTH OF A POWER
 PQ1599'POLE (WITH GUY WIRE), AND 1.0 FOOT (0.3 M) NORTH OF A STEEL WITNESS
 PQ1599'POST.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 PQ1599'DISK STAMPED---7205 K 1985---, IS FORCED ONTO THE TOP OF A DRIVEN
 PQ1599'5/8-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH
 PQ1599'WITH THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1599
 PQ1599                          STATION RECOVERY (1999)
 PQ1599
 PQ1599'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 PQ1599'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1600 ***********************************************************************
 PQ1600  DESIGNATION -  7205 L
 PQ1600  PID         -  PQ1600
 PQ1600  STATE/COUNTY-  MN/SIBLEY
 PQ1600  USGS QUAD   -  WINTHROP (1982)
 PQ1600
 PQ1600                         *CURRENT SURVEY CONTROL
 PQ1600  ___________________________________________________________________
 PQ1600* NAD 83(1986)-  44 32 36.     (N)    094 21 09.     (W)     SCALED    
 PQ1600* NAVD 88     -       311.091  (meters)    1020.64   (feet)  ADJUSTED  
 PQ1600  ___________________________________________________________________
 PQ1600  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 PQ1600  DYNAMIC HT  -         311.049 (meters)    1020.50  (feet)  COMP
 PQ1600  MODELED GRAV-     980,474.1   (mgal)                       NAVD 88
 PQ1600
 PQ1600  VERT ORDER  -  SECOND    CLASS I
 PQ1600
 PQ1600.The horizontal coordinates were scaled from a topographic map and have
 PQ1600.an estimated accuracy of +/- 6 seconds.
 PQ1600
 PQ1600.The orthometric height was determined by differential leveling
 PQ1600.and adjusted by the National Geodetic Survey in June 1995..
 PQ1600
 PQ1600.The geoid height was determined by GEOID03.
 PQ1600
 PQ1600.The dynamic height is computed by dividing the NAVD 88
 PQ1600.geopotential number by the normal gravity value computed on the
 PQ1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1600.degrees latitude (g = 980.6199 gals.).
 PQ1600
 PQ1600.The modeled gravity was interpolated from observed gravity values.
 PQ1600
 PQ1600;                    North         East    Units  Estimated Accuracy
 PQ1600;SPC MN S     -   271,540.      771,990.      MT  (+/- 180 meters Scaled)
 PQ1600
 PQ1600                          SUPERSEDED SURVEY CONTROL
 PQ1600
 PQ1600.No superseded survey control is available for this station.
 PQ1600
 PQ1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK925331(NAD 83)
 PQ1600_MARKER: DV = VERTICAL CONTROL DISK
 PQ1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1600_SP_SET: SIGN BASE
 PQ1600_STAMPING: 7205 L 1985
 PQ1600_MARK LOGO: MNDT  
 PQ1600_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1600+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 PQ1600
 PQ1600  HISTORY     - Date     Condition        Report By
 PQ1600  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1600  HISTORY     - 19871104 GOOD             MNDT
 PQ1600  HISTORY     - 19990401 GOOD             MNDT
 PQ1600
 PQ1600                          STATION DESCRIPTION
 PQ1600
 PQ1600'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1600'THE MARK IS LOCATED AT THE EAST EDGE OF THE CITY OF WINTHROP, IN THE
 PQ1600'SW 1/4 OF SECTION 32, T113N, R29W, 0.75 MILE (1.21 KM) EAST ALONG
 PQ1600'TRUNK HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK HIGHWAY 15 IN WINTHROP,
 PQ1600'105.0 FEET (32.0 M) NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 PQ1600'HIGHWAY 19 AT MILEPOINT 110.85, AND 15.1 FEET (4.6 M) SOUTH OF THE
 PQ1600'WALL OF A LOADING AREA AN THE WEST SIDE OF THE CONKLIN AUTO COMPANY.
 PQ1600'THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1600'STAMPED---7205 L 1985---, IS SET IN A DRILL HOLE IN THE BASE OF A
 PQ1600'SIGN (KAWASAKI), BETWEEN TWO 8-INCH SQUARE STEEL POSTS.
 PQ1600
 PQ1600                          STATION RECOVERY (1987)
 PQ1600
 PQ1600'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 PQ1600'THE MARK IS AT THE EAST EDGE OF THE CITY OF WINTHROP, IN THE SW 1/4 OF
 PQ1600'SECTION 32, T113N, R29W, 0.75 MILE (1.21 KM) EAST ALONG TRUNK HIGHWAY
 PQ1600'19 FROM ITS JUNCTION WITH TRUNK HIGHWAY 15 IN WINTHROP, 105.0 FEET
 PQ1600'(32.0 M) NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 19
 PQ1600'AT MILEPOINT 110.85, AND 15.1 FEET (4.6 M) SOUTH OF THE WALL OF A
 PQ1600'LOADING AREA ON THE WEST SIDE OF THE CONKLIN AUTO COMPANY.  THE MARK,
 PQ1600'A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1600'STAMPED---7205 L 1985---, IS SET IN A DRILL HOLE IN THE BASE OF A
 PQ1600'SIGN (KAWASAKI), BETWEEN TWO 8-INCH SQUARE STEEL POSTS.
 PQ1600
 PQ1600                          STATION RECOVERY (1999)
 PQ1600
 PQ1600'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 PQ1600'RECOVERED 16.2 FT (4.9 M) SW OF SW COR OF CONKLIN AUTO CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4668 ***********************************************************************
 AE4668  DESIGNATION -  7206 G
 AE4668  PID         -  AE4668
 AE4668  STATE/COUNTY-  MN/SIBLEY
 AE4668  USGS QUAD   -  HENDERSON (1981)
 AE4668
 AE4668                         *CURRENT SURVEY CONTROL
 AE4668  ___________________________________________________________________
 AE4668* NAD 83(1986)-  44 31 45.     (N)    093 54 04.     (W)     SCALED    
 AE4668* NAVD 88     -       225.790  (meters)     740.78   (feet)  ADJUSTED  
 AE4668  ___________________________________________________________________
 AE4668  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AE4668  DYNAMIC HT  -         225.762 (meters)     740.69  (feet)  COMP
 AE4668  MODELED GRAV-     980,487.0   (mgal)                       NAVD 88
 AE4668
 AE4668  VERT ORDER  -  SECOND    CLASS I
 AE4668
 AE4668.The horizontal coordinates were scaled from a topographic map and have
 AE4668.an estimated accuracy of +/- 6 seconds.
 AE4668
 AE4668.The orthometric height was determined by differential leveling
 AE4668.and adjusted by the National Geodetic Survey in January 1998..
 AE4668
 AE4668.The geoid height was determined by GEOID03.
 AE4668
 AE4668.The dynamic height is computed by dividing the NAVD 88
 AE4668.geopotential number by the normal gravity value computed on the
 AE4668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4668.degrees latitude (g = 980.6199 gals.).
 AE4668
 AE4668.The modeled gravity was interpolated from observed gravity values.
 AE4668
 AE4668;                    North         East    Units  Estimated Accuracy
 AE4668;SPC MN S     -   269,910.      807,860.      MT  (+/- 180 meters Scaled)
 AE4668
 AE4668                          SUPERSEDED SURVEY CONTROL
 AE4668
 AE4668.No superseded survey control is available for this station.
 AE4668
 AE4668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK283310(NAD 83)
 AE4668_MARKER: DD = SURVEY DISK
 AE4668_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE4668_SP_SET: BRIDGE ABUTMENT
 AE4668_STAMPING: 7206 G 1993
 AE4668_MARK LOGO: MNDT  
 AE4668_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4668+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AE4668
 AE4668  HISTORY     - Date     Condition        Report By
 AE4668  HISTORY     - 1993     MONUMENTED       MNDT
 AE4668
 AE4668                          STATION DESCRIPTION
 AE4668
 AE4668'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AE4668'IN HENDERSON, IN ABUT AT SW COR OF TH 19 BRDG NO 40001 OVER MINNESOTA
 AE4668'RIVER, 0.25 MI (0.40 KM) EAST ALONG TH 19 FROM JCT OF TH 93 AND TH 19,
 AE4668'AT TH 19 MP 134.4, 25.0 FT (7.6 M) SOUTH OF TH 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9208 ***********************************************************************
 DF9208  DESIGNATION -  7207 E
 DF9208  PID         -  DF9208
 DF9208  STATE/COUNTY-  MN/SIBLEY
 DF9208  USGS QUAD   -  GAYLORD (1982)
 DF9208
 DF9208                         *CURRENT SURVEY CONTROL
 DF9208  ___________________________________________________________________
 DF9208* NAD 83(1996)-  44 32 36.13533(N)    094 13 10.84169(W)     ADJUSTED  
 DF9208* NAVD 88     -       301.84   (meters)     990.3    (feet)  LEVELING  
 DF9208  ___________________________________________________________________
 DF9208  X           -    -335,051.591 (meters)                     COMP
 DF9208  Y           -  -4,541,180.786 (meters)                     COMP
 DF9208  Z           -   4,451,516.585 (meters)                     COMP
 DF9208  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DF9208  ELLIP HEIGHT-         273.97  (meters)          (08/24/06) GPS OBS
 DF9208  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DF9208
 DF9208  HORZ ORDER  -  FIRST
 DF9208  VERT ORDER  -  THIRD ?
 DF9208  ELLP ORDER  -  FOURTH    CLASS I
 DF9208
 DF9208.The horizontal coordinates were established by GPS observations
 DF9208.and adjusted by the MN DEPT OF TRANSP in August 2006..
 DF9208
 DF9208.The orthometric height was determined by differential leveling.
 DF9208.The vertical network tie was performed by a horz. field party for horz.
 DF9208.obs reductions. Reset procedures were used to establish the elevation.
 DF9208
 DF9208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9208
 DF9208.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF9208
 DF9208.The ellipsoidal height was determined by GPS observations
 DF9208.and is referenced to NAD 83.
 DF9208
 DF9208.The geoid height was determined by GEOID03.
 DF9208
 DF9208;                    North         East     Units Scale Factor Converg.
 DF9208;SPC MN S     -   271,509.526   782,543.419   MT  0.99992231   -0 09 14.3
 DF9208;UTM  15      - 4,932,950.171   403,110.103   MT  0.99971544   -0 51 20.2
 DF9208
 DF9208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9208!SPC MN S     -   0.99995704  x   0.99992231  =   0.99987936
 DF9208!UTM  15      -   0.99995704  x   0.99971544  =   0.99967250
 DF9208
 DF9208:                Primary Azimuth Mark                     Grid Az
 DF9208:SPC MN S     -  7207 M                                   155 55 25.0
 DF9208:UTM  15      -  7207 M                                   156 37 30.9
 DF9208
 DF9208|---------------------------------------------------------------------|
 DF9208| PID    Reference Object                     Distance      Geod. Az  |
 DF9208|                                                           dddmmss.s |
 DF9208| AC4873 7207 M                              APPROX. 1.7 KM 1554610.7 |
 DF9208|---------------------------------------------------------------------|
 DF9208
 DF9208                          SUPERSEDED SURVEY CONTROL
 DF9208
 DF9208  NAD 83(1996)-  44 32 36.13564(N)    094 13 10.84153(W) AD(       ) 1
 DF9208  ELLIP H (12/03/03)  274.00   (m)                       GP(       ) 4 1
 DF9208  NAVD 88 (12/03/03)  301.86   (m)          990.4    (f) LEVELING    3  
 DF9208
 DF9208.Superseded values are not recommended for survey control.
 DF9208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9208.See file dsdata.txt to determine how the superseded data were derived.
 DF9208
 DF9208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0311032950(NAD 83)
 DF9208_MARKER: DB = BENCH MARK DISK
 DF9208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9208_STAMPING: 7207 E
 DF9208_MARK LOGO: MNHD  
 DF9208_PROJECTION: PROJECTING 36 CENTIMETERS
 DF9208_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9208+STABILITY: SURFACE MOTION
 DF9208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9208+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 DF9208
 DF9208  HISTORY     - Date     Condition        Report By
 DF9208  HISTORY     - 1951     MONUMENTED       MNHD
 DF9208  HISTORY     - 19991208 GOOD             MNDT
 DF9208  HISTORY     - 20060228 GOOD             MNDT
 DF9208
 DF9208                          STATION DESCRIPTION
 DF9208
 DF9208'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DF9208'THE MARK IS 0.6 MI (1.0 KM) SOUTH ON TH 22 FROM JCT OF TH 5-TH 19 AT
 DF9208'GAYLORD, AT TH 22 MP 89.1, 63.0 FT (19.2 M) ESE OF TH 22, 59.0 FT
 DF9208'(18.0 M) NORTH OF CO RD 67, 23.8 FT (7.3 M) NNW OF P-POLE, 77.0 FT
 DF9208'(23.5 M) SSE OF P-POLE, THIS STA IS AN AZIMUTH MARK FOR STA GAYLORD,
 DF9208'PROJECTS 14 INCHES.
 DF9208
 DF9208                          STATION RECOVERY (2006)
 DF9208
 DF9208'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DF9208'0.6 MILE SOUTH ON TRUNK HIGHWAY 22 FROM JUNCTION OF TRUNK HIGHWAY
 DF9208'5-TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 22 AT GAYLORD, AT TRUNK HIGHWAY
 DF9208'22 MILEPOINT 89.1, 63.0 FEET EAST-SOUTHEAST OF TRUNK HIGHWAY 22, 59.0
 DF9208'FEET NORTH OF COUNTY ROAD 67, 23.8 FEET NORTH-NORTHWEST OF POWER POLE,
 DF9208'77.0 FEET SOUTH-SOUTHEAST OF POWER POLE, THIS STATION IS AN AZIMUTH
 DF9208'MARK FOR STATION GAYLORD. MONUMENT WAS SET IN 1951. DATE ON DISK WAS
 DF9208'NOT STAMPED UNTIL 1990.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC4873 ***********************************************************************
 AC4873  FBN         -  This is a Federal Base Network Control Station.
 AC4873  DESIGNATION -  7207 M
 AC4873  PID         -  AC4873
 AC4873  STATE/COUNTY-  MN/SIBLEY
 AC4873  USGS QUAD   -  GAYLORD (1982)
 AC4873
 AC4873                         *CURRENT SURVEY CONTROL
 AC4873  ___________________________________________________________________
 AC4873* NAD 83(1996)-  44 31 46.20516(N)    094 12 39.42855(W)     ADJUSTED  
 AC4873* NAVD 88     -       301.77   (meters)     990.1    (feet)  LEVELING  
 AC4873  ___________________________________________________________________
 AC4873  X           -    -334,439.358 (meters)                     COMP
 AC4873  Y           -  -4,542,309.768 (meters)                     COMP
 AC4873  Z           -   4,450,417.882 (meters)                     COMP
 AC4873  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AC4873  ELLIP HEIGHT-         273.87  (meters)          (01/15/97) GPS OBS
 AC4873  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AC4873
 AC4873  HORZ ORDER  -  B
 AC4873  VERT ORDER  -  THIRD ?
 AC4873  ELLP ORDER  -  FOURTH    CLASS I
 AC4873
 AC4873.The horizontal coordinates were established by GPS observations
 AC4873.and adjusted by the National Geodetic Survey in January 1997..
 AC4873
 AC4873.The orthometric height was determined by differential leveling.
 AC4873.The vertical network tie was performed by a horz. field party for horz.
 AC4873.obs reductions. Reset procedures were used to establish the elevation.
 AC4873
 AC4873.Photographs are available for this station.
 AC4873
 AC4873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4873
 AC4873.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4873
 AC4873.The ellipsoidal height was determined by GPS observations
 AC4873.and is referenced to NAD 83.
 AC4873
 AC4873.The geoid height was determined by GEOID03.
 AC4873
 AC4873;                    North         East     Units Scale Factor Converg.
 AC4873;SPC MN S     -   269,966.609   783,232.836   MT  0.99992216   -0 08 52.3
 AC4873;UTM  15      - 4,931,399.251   403,780.438   MT  0.99971385   -0 50 57.4
 AC4873
 AC4873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4873!SPC MN S     -   0.99995706  x   0.99992216  =   0.99987922
 AC4873!UTM  15      -   0.99995706  x   0.99971385  =   0.99967092
 AC4873
 AC4873:                Primary Azimuth Mark                     Grid Az
 AC4873:SPC MN S     -  7207 E                                   335 55 25.1
 AC4873:UTM  15      -  7207 E                                   336 37 30.2
 AC4873
 AC4873|---------------------------------------------------------------------|
 AC4873| PID    Reference Object                     Distance      Geod. Az  |
 AC4873|                                                           dddmmss.s |
 AC4873| DF9208 7207 E                              APPROX. 1.7 KM 3354632.8 |
 AC4873|---------------------------------------------------------------------|
 AC4873
 AC4873                          SUPERSEDED SURVEY CONTROL
 AC4873
 AC4873.No superseded survey control is available for this station.
 AC4873
 AC4873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0378031399(NAD 83)
 AC4873_MARKER: DV = VERTICAL CONTROL DISK
 AC4873_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC4873_STAMPING: 7207 M 1990
 AC4873_MARK LOGO: MNDT  
 AC4873_PROJECTION: FLUSH
 AC4873_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC4873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4873+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2006
 AC4873_ROD/PIPE-DEPTH:  7.6 meters
 AC4873
 AC4873  HISTORY     - Date     Condition        Report By
 AC4873  HISTORY     - 1990     MONUMENTED       MNDT
 AC4873  HISTORY     - 19941019 GOOD             MNDT
 AC4873  HISTORY     - 19970922 GOOD             MNDT
 AC4873  HISTORY     - 19991206 GOOD             MNDT
 AC4873  HISTORY     - 200111   GOOD             MNDT
 AC4873  HISTORY     - 20020711 GOOD             MNDT
 AC4873  HISTORY     - 20021223 GOOD             MNDT
 AC4873  HISTORY     - 20030812 GOOD             MNDT
 AC4873  HISTORY     - 20040819 GOOD             MNDT
 AC4873  HISTORY     - 20060217 GOOD             MNDT
 AC4873
 AC4873                          STATION DESCRIPTION
 AC4873
 AC4873'DESCRIBED BY MN DEPT OF TRANSP 1994 (DKH)
 AC4873'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AC4873'THE MARK IS LOCATED ABOUT 1-3/4 MI SOUTH OF THE TOWN OF GAYLORD IN THE
 AC4873'SW 1/4 OF SECTION 4, T112N, R28W.  TO REACH THE MARK FROM THE JCT OF
 AC4873'TH 5/19 AND TH 22 IN GAYLORD, GO SOUTH FOR 1.85 MI (2.98 KM) ON TH 22
 AC4873'TO TH 22 MP 88.0 AND THE MARK ON THE LEFT.  THE MARK, A DISK ON A
 AC4873'DRIVEN ALUMINUM ROD, IS 74.5 FT (22.7 M) EAST OF TH 22, 138 FT (42.1
 AC4873'M) NORTH OF A GRAVEL RD, 78.5 FT (23.9 M) SE OF TH 22 MP 88 SIGN POST,
 AC4873'1.4 FT (0.4 M) SSW OF A R/W POST, AND 1.3 FT (0.4 M) NNW OF A WIT
 AC4873'POST.  RECOVERED AND DESCRIBED BY DAVID K.  HERDER, TYPED BY G.W.O.
 AC4873
 AC4873                          STATION RECOVERY (1997)
 AC4873
 AC4873'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 AC4873'THE MARK WAS RECOVERED AS DESCRIBED.
 AC4873
 AC4873                          STATION RECOVERY (1999)
 AC4873
 AC4873'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AC4873'RECOVERED AS DESCRIBED.
 AC4873
 AC4873                          STATION RECOVERY (2001)
 AC4873
 AC4873'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 AC4873'RECOVERED AS DESCRIBED.
 AC4873'
 AC4873
 AC4873                          STATION RECOVERY (2002)
 AC4873
 AC4873'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 AC4873'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 AC4873'RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH 25 FT
 AC4873
 AC4873                          STATION RECOVERY (2002)
 AC4873
 AC4873'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 AC4873'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AC4873
 AC4873                          STATION RECOVERY (2003)
 AC4873
 AC4873'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 AC4873'1.85 MILES SOUTH ON TRUNK HIGHWAY 22 FROM JUNCTION OF TRUNK HIGHWAY 5,
 AC4873'TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 22 AT GAYLORD, AT TRUNK HIGHWAY 22
 AC4873'MILEPOST 88, 78.5 FEET SOUTHEAST OF TRUNK HIGHWAY 22 MILEPOST 88, 74.5
 AC4873'FEET EAST OF TRUNK HIGHWAY 22, 138 FEET NORTH OF GRAVEL ROAD, 1.4 FEET
 AC4873'SOUTH-SOUTHWEST OF RIGHT OF WAY POST, 1.3 FEET NORTH-NORTHWEST OF
 AC4873'WITNESS POST
 AC4873
 AC4873                          STATION RECOVERY (2004)
 AC4873
 AC4873'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AC4873'1.85 MILES SOUTH ON TRUNK HIGHWAY 22 FROM JUNCTION OF TRUNK HIGHWAY 5
 AC4873'TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 22 AT GAYLORD, AT TRUNK HIGHWAY 22
 AC4873'MILEPOST 88, 78.5 FEET SOUTHEAST OF TRUNK HIGHWAY 22 MILEPOST 88, 74.5
 AC4873'FEET EAST OF TRUNK HIGHWAY 22, 138 FEET NORTH OF GRAVEL ROAD, 1.4 FEET
 AC4873'SOUTH-SOUTHWEST OF RIGHT OF WAY POST, 1.3 FEET NORTH-NORTHWEST OF
 AC4873'WITNESS POST
 AC4873
 AC4873                          STATION RECOVERY (2006)
 AC4873
 AC4873'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AC4873'1.85 MILES SOUTH ON TRUNK HIGHWAY 22 FROM JUNCTION OF TRUNK HIGHWAY 5
 AC4873'TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 22 AT GAYLORD, AT TRUNK HIGHWAY 22
 AC4873'MILEPOST 88, 78.5 FEET SOUTHEAST OF TRUNK HIGHWAY 22 MILEPOST 88, 74.5
 AC4873'FEET EAST OF TRUNK HIGHWAY 22, 138 FEET NORTH OF GRAVEL ROAD, 1.4 FEET
 AC4873'SOUTH-SOUTHWEST OF RIGHT OF WAY POST, 1.3 FEET NORTH-NORTHWEST OF
 AC4873'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1583 ***********************************************************************
 PQ1583  DESIGNATION -  7208 A
 PQ1583  PID         -  PQ1583
 PQ1583  STATE/COUNTY-  MN/SIBLEY
 PQ1583  USGS QUAD   -  GAYLORD (1982)
 PQ1583
 PQ1583                         *CURRENT SURVEY CONTROL
 PQ1583  ___________________________________________________________________
 PQ1583* NAD 83(1986)-  44 33 24.     (N)    094 13 26.     (W)     SCALED    
 PQ1583* NAVD 88     -       309.812  (meters)    1016.44   (feet)  ADJUSTED  
 PQ1583  ___________________________________________________________________
 PQ1583  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 PQ1583  DYNAMIC HT  -         309.771 (meters)    1016.31  (feet)  COMP
 PQ1583  MODELED GRAV-     980,477.1   (mgal)                       NAVD 88
 PQ1583
 PQ1583  VERT ORDER  -  SECOND    CLASS I
 PQ1583
 PQ1583.The horizontal coordinates were scaled from a topographic map and have
 PQ1583.an estimated accuracy of +/- 6 seconds.
 PQ1583
 PQ1583.The orthometric height was determined by differential leveling
 PQ1583.and adjusted by the National Geodetic Survey in June 1995..
 PQ1583
 PQ1583.The geoid height was determined by GEOID03.
 PQ1583
 PQ1583.The dynamic height is computed by dividing the NAVD 88
 PQ1583.geopotential number by the normal gravity value computed on the
 PQ1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1583.degrees latitude (g = 980.6199 gals.).
 PQ1583
 PQ1583.The modeled gravity was interpolated from observed gravity values.
 PQ1583
 PQ1583;                    North         East    Units  Estimated Accuracy
 PQ1583;SPC MN S     -   272,990.      782,210.      MT  (+/- 180 meters Scaled)
 PQ1583
 PQ1583                          SUPERSEDED SURVEY CONTROL
 PQ1583
 PQ1583.No superseded survey control is available for this station.
 PQ1583
 PQ1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK027344(NAD 83)
 PQ1583_MARKER: DV = VERTICAL CONTROL DISK
 PQ1583_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PQ1583+WITH SETTING: PAVEMENT
 PQ1583_SP_SET: SIGNAL BASE
 PQ1583_STAMPING: 7208 A 1985
 PQ1583_MARK LOGO: MNDT  
 PQ1583_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1583+STABILITY: SURFACE MOTION
 PQ1583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1583+SATELLITE: SATELLITE OBSERVATIONS - December 08, 1999
 PQ1583
 PQ1583  HISTORY     - Date     Condition        Report By
 PQ1583  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1583  HISTORY     - 19991208 GOOD             MNDT
 PQ1583
 PQ1583                          STATION DESCRIPTION
 PQ1583
 PQ1583'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1583'THE MARK IS LOCATED IN THE CITY OF GAYLORD, IN THE NE 1/4 OF SECTION
 PQ1583'32, T113N, R28W, AT THE INTERSECTION OF TRUNK HIGHWAY 22 (6TH STREET)
 PQ1583'AND PARK AVENUE, AND ACCROSS FROM A SCHOOL, 25.0 FEET (7.6 M) WEST OF
 PQ1583'AND 2 FEET (0.6 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 22 AT
 PQ1583'MILEPOINT 90.2, 31.0 FEET (9.4 M) SOUTH OF THE CENTER OF PARK AVENUE,
 PQ1583'AND 62.2 FEET (19.0 M) NORTHEAST OF THE SOUTHEAST CORNER OF A 1 STORY
 PQ1583'BRICK BUILDING.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL
 PQ1583'MONUMENT DISK STAMPED---7208 A 1985---, IS SET IN A DRILL HOLE IN THE
 PQ1583'EAST CONCRETE BASE OF A CROSSWALK SIGNAL.
 PQ1583
 PQ1583                          STATION RECOVERY (1999)
 PQ1583
 PQ1583'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 PQ1583'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED AND IS 0.25 MI
 PQ1583'(0.40 KM) NORTH OF TH 19, NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1584 ***********************************************************************
 PQ1584  DESIGNATION -  7208 B
 PQ1584  PID         -  PQ1584
 PQ1584  STATE/COUNTY-  MN/SIBLEY
 PQ1584  USGS QUAD   -  GAYLORD (1982)
 PQ1584
 PQ1584                         *CURRENT SURVEY CONTROL
 PQ1584  ___________________________________________________________________
 PQ1584* NAD 83(1996)-  44 35 38.43189(N)    094 13 27.44666(W)     ADJUSTED  
 PQ1584* NAVD 88     -       305.428  (meters)    1002.06   (feet)  ADJUSTED  
 PQ1584  ___________________________________________________________________
 PQ1584  X           -    -335,126.471 (meters)                     COMP
 PQ1584  Y           -  -4,537,218.084 (meters)                     COMP
 PQ1584  Z           -   4,455,528.089 (meters)                     COMP
 PQ1584  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 PQ1584  ELLIP HEIGHT-         277.62  (meters)          (08/24/06) GPS OBS
 PQ1584  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 PQ1584  DYNAMIC HT  -         305.389 (meters)    1001.93  (feet)  COMP
 PQ1584  MODELED GRAV-     980,480.8   (mgal)                       NAVD 88
 PQ1584
 PQ1584  HORZ ORDER  -  FIRST
 PQ1584  VERT ORDER  -  SECOND    CLASS I
 PQ1584  ELLP ORDER  -  FOURTH    CLASS I
 PQ1584
 PQ1584.The horizontal coordinates were established by GPS observations
 PQ1584.and adjusted by the MN DEPT OF TRANSP in August 2006..
 PQ1584
 PQ1584.The orthometric height was determined by differential leveling
 PQ1584.and adjusted by the National Geodetic Survey in June 1995..
 PQ1584
 PQ1584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1584
 PQ1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1584
 PQ1584.The ellipsoidal height was determined by GPS observations
 PQ1584.and is referenced to NAD 83.
 PQ1584
 PQ1584.The geoid height was determined by GEOID03.
 PQ1584
 PQ1584.The dynamic height is computed by dividing the NAVD 88
 PQ1584.geopotential number by the normal gravity value computed on the
 PQ1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1584.degrees latitude (g = 980.6199 gals.).
 PQ1584
 PQ1584.The modeled gravity was interpolated from observed gravity values.
 PQ1584
 PQ1584;                    North         East     Units Scale Factor Converg.
 PQ1584;SPC MN S     -   277,137.123   782,192.330   MT  0.99992334   -0 09 26.0
 PQ1584;UTM  15      - 4,938,580.481   402,828.049   MT  0.99971612   -0 51 34.6
 PQ1584
 PQ1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1584!SPC MN S     -   0.99995647  x   0.99992334  =   0.99987982
 PQ1584!UTM  15      -   0.99995647  x   0.99971612  =   0.99967261
 PQ1584
 PQ1584:                Primary Azimuth Mark                     Grid Az
 PQ1584:SPC MN S     -  7208 L                                   005 16 04.1
 PQ1584:UTM  15      -  7208 L                                   005 58 12.7
 PQ1584
 PQ1584|---------------------------------------------------------------------|
 PQ1584| PID    Reference Object                     Distance      Geod. Az  |
 PQ1584|                                                           dddmmss.s |
 PQ1584| DI1758 7208 L                              APPROX. 0.8 KM 0050638.1 |
 PQ1584|---------------------------------------------------------------------|
 PQ1584
 PQ1584                          SUPERSEDED SURVEY CONTROL
 PQ1584
 PQ1584  NAVD 88 (08/24/06)  305.43   (m)         1002.1    (f) LEVELING    3  
 PQ1584
 PQ1584.Superseded values are not recommended for survey control.
 PQ1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1584.See file dsdata.txt to determine how the superseded data were derived.
 PQ1584
 PQ1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0282838580(NAD 83)
 PQ1584_MARKER: DV = VERTICAL CONTROL DISK
 PQ1584_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1584_SP_SET: ALUMINUM ALLOY ROD
 PQ1584_STAMPING: 7208 B 1985
 PQ1584_MARK LOGO: MNDT  
 PQ1584_PROJECTION: FLUSH
 PQ1584_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1584
 PQ1584  HISTORY     - Date     Condition        Report By
 PQ1584  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1584  HISTORY     - 20060228 GOOD             MNDT
 PQ1584
 PQ1584                          STATION DESCRIPTION
 PQ1584
 PQ1584'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1584'THE MARK IS LOCATED ABOUT 2 MILES (3.2 KM) NORTH OF THE CITY OF
 PQ1584'GAYLORD, NEAR THE CENTER OF SECTION 17, T113N, R28W, 2.95 MILES
 PQ1584'(4.75 KM) NORTH ALONG TRUNK HIGHWAY 22 FROM ITS JUNCTION WITH TRUNK
 PQ1584'HIGHWAYS 19 AND 5 IN GAYLORD, 99.0 FEET (30.2 M) WEST OF AND ABOUT
 PQ1584'LEVEL WITH THE CENTER OF HIGHWAY 22 AT MILEPOINT 92.85, 0.5 FOOT
 PQ1584'(15.2 CM) NORTH OF AN EAST-WEST FENCE LINE, AND 1.0 FOOT (0.3 M)
 PQ1584'NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD ALUMINUM MNDT
 PQ1584'VERTICAL CONTROL MONUMENT DISK STAMPED---7208 B 1985---, IS FORCED
 PQ1584'ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 35-FOOT LONG ALUMINUM
 PQ1584'ALLOY ROD AND IS FLUSH WITH THE SURFACE OF THE GROUND.  A MAGNET IN
 PQ1584'THE DISK MAKES THE MARK MAGNETIC.
 PQ1584
 PQ1584                          STATION RECOVERY (2006)
 PQ1584
 PQ1584'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1584'2 MILES NORTH OF GAYLORD, 2.95 MILES NORTH ON TRUNK HIGHWAY 22 FROM
 PQ1584'JUNCTION OF TRUNK HIGHWAY 22-TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 5, AT
 PQ1584'TRUNK HIGHWAY 22 MILEPOINT 92.85, 99 FEET WEST OF TRUNK HIGHWAY 22,
 PQ1584'0.5 FEET NORTH OF EAST-WEST FENCELINE, 1.0 FEET NORTHEAST OF WITNESS
 PQ1584'POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1585 ***********************************************************************
 PQ1585  DESIGNATION -  7208 C
 PQ1585  PID         -  PQ1585
 PQ1585  STATE/COUNTY-  MN/SIBLEY
 PQ1585  USGS QUAD   -  GAYLORD (1982)
 PQ1585
 PQ1585                         *CURRENT SURVEY CONTROL
 PQ1585  ___________________________________________________________________
 PQ1585* NAD 83(1986)-  44 36 06.     (N)    094 13 22.     (W)     SCALED    
 PQ1585* NAVD 88     -       307.286  (meters)    1008.15   (feet)  ADJUSTED  
 PQ1585  ___________________________________________________________________
 PQ1585  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 PQ1585  DYNAMIC HT  -         307.246 (meters)    1008.02  (feet)  COMP
 PQ1585  MODELED GRAV-     980,481.6   (mgal)                       NAVD 88
 PQ1585
 PQ1585  VERT ORDER  -  SECOND    CLASS I
 PQ1585
 PQ1585.The horizontal coordinates were scaled from a topographic map and have
 PQ1585.an estimated accuracy of +/- 6 seconds.
 PQ1585
 PQ1585.The orthometric height was determined by differential leveling
 PQ1585.and adjusted by the National Geodetic Survey in June 1995..
 PQ1585
 PQ1585.The geoid height was determined by GEOID03.
 PQ1585
 PQ1585.The dynamic height is computed by dividing the NAVD 88
 PQ1585.geopotential number by the normal gravity value computed on the
 PQ1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1585.degrees latitude (g = 980.6199 gals.).
 PQ1585
 PQ1585.The modeled gravity was interpolated from observed gravity values.
 PQ1585
 PQ1585;                    North         East    Units  Estimated Accuracy
 PQ1585;SPC MN S     -   277,990.      782,320.      MT  (+/- 180 meters Scaled)
 PQ1585
 PQ1585                          SUPERSEDED SURVEY CONTROL
 PQ1585
 PQ1585.No superseded survey control is available for this station.
 PQ1585
 PQ1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK029394(NAD 83)
 PQ1585_MARKER: DV = VERTICAL CONTROL DISK
 PQ1585_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1585_SP_SET: ALUMINUM ALLOY ROD
 PQ1585_STAMPING: 7208 C 1985
 PQ1585_MARK LOGO: MNDT  
 PQ1585_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1585
 PQ1585  HISTORY     - Date     Condition        Report By
 PQ1585  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1585
 PQ1585                          STATION DESCRIPTION
 PQ1585
 PQ1585'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1585'THE MARK IS LOCATED ABOUT 2.5 MILES (4.0 KM) NORTH OF THE CITY OF
 PQ1585'GAYLORD, IN THE SE 1/4 OF SECTION 8, T113N, R28W, 3.45 MILES
 PQ1585'(5.55 KM) NORTH ALONG TRUNK HIGHWAY 22 FROM ITS JUNCTION WITH TRUNK
 PQ1585'HIGHWAYS 19 AND 5 IN GAYLORD, 99.0 FEET (30.2 M) EAST OF AND ABOUT 3
 PQ1585'FEET (0.9 M) LOWER THAN THE CENTERLINE OF HIGHWAY 22 AT MILEPOINT
 PQ1585'93.35, 30 FEET (9.1 M) NORTH OF THE CENTER OF A GRAVEL RAOD, AND 1.0
 PQ1585'FOOT (0.3 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PQ1585'ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---7208 C
 PQ1585'1985---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY
 PQ1585'25-FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.  A
 PQ1585'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1586 ***********************************************************************
 PQ1586  DESIGNATION -  7208 D
 PQ1586  PID         -  PQ1586
 PQ1586  STATE/COUNTY-  MN/SIBLEY
 PQ1586  USGS QUAD   -  GAYLORD (1982)
 PQ1586
 PQ1586                         *CURRENT SURVEY CONTROL
 PQ1586  ___________________________________________________________________
 PQ1586* NAD 83(1986)-  44 36 57.     (N)    094 13 28.     (W)     SCALED    
 PQ1586* NAVD 88     -       308.356  (meters)    1011.66   (feet)  ADJUSTED  
 PQ1586  ___________________________________________________________________
 PQ1586  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 PQ1586  DYNAMIC HT  -         308.317 (meters)    1011.54  (feet)  COMP
 PQ1586  MODELED GRAV-     980,482.9   (mgal)                       NAVD 88
 PQ1586
 PQ1586  VERT ORDER  -  SECOND    CLASS I
 PQ1586
 PQ1586.The horizontal coordinates were scaled from a topographic map and have
 PQ1586.an estimated accuracy of +/- 6 seconds.
 PQ1586
 PQ1586.The orthometric height was determined by differential leveling
 PQ1586.and adjusted by the National Geodetic Survey in June 1995..
 PQ1586
 PQ1586.The geoid height was determined by GEOID03.
 PQ1586
 PQ1586.The dynamic height is computed by dividing the NAVD 88
 PQ1586.geopotential number by the normal gravity value computed on the
 PQ1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1586.degrees latitude (g = 980.6199 gals.).
 PQ1586
 PQ1586.The modeled gravity was interpolated from observed gravity values.
 PQ1586
 PQ1586;                    North         East    Units  Estimated Accuracy
 PQ1586;SPC MN S     -   279,560.      782,190.      MT  (+/- 180 meters Scaled)
 PQ1586
 PQ1586                          SUPERSEDED SURVEY CONTROL
 PQ1586
 PQ1586.No superseded survey control is available for this station.
 PQ1586
 PQ1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK028410(NAD 83)
 PQ1586_MARKER: DV = VERTICAL CONTROL DISK
 PQ1586_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1586_SP_SET: ALUMINUM ALLOY ROD
 PQ1586_STAMPING: 7208 D 1985
 PQ1586_MARK LOGO: MNDT  
 PQ1586_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1586
 PQ1586  HISTORY     - Date     Condition        Report By
 PQ1586  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1586
 PQ1586                          STATION DESCRIPTION
 PQ1586
 PQ1586'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1586'THE MARK IS LOCATED ABOUT 3.5 MILES (5.6 KM) SOUTH OF THE CITY OF NEW
 PQ1586'AUBURN AND 3.5 MILES (5.6 KM) NORTH OF THE CITY OF GAYLORD, IN THE NW
 PQ1586'1/4 OF SECTION 8, T113N, R28W, 3.9 MILES (6.3 KM) SOUTH ALONG TRUNK
 PQ1586'HIGHWAY 22 FROM ITS JUNCTION WITH COUNTY ROAD 15 AT NEW AUBURN, 142.0
 PQ1586'FEET (43.3 M) WEST OF THE CENTERLINE OF HIGHWAY 22 AT MILEPOINT,
 PQ1586'94.3, 27.5 FEET (8.4 M) SOUTH OF AND ABOUT 2.5 FEET (0.8 M) LOWER
 PQ1586'THAN THE CENTER OF A GRAVEL ROAD, 1.8 FEET (0.5 M) EAST OF A POWER
 PQ1586'POLE, AND 1.0 FEET (0.3 M) WEST OF A STEEL WITNESS POST.  THE MARK, A
 PQ1586'STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---7208
 PQ1586'D 1985---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY
 PQ1586'25-FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.  A
 PQ1586'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1587 ***********************************************************************
 PQ1587  DESIGNATION -  7208 E
 PQ1587  PID         -  PQ1587
 PQ1587  STATE/COUNTY-  MN/SIBLEY
 PQ1587  USGS QUAD   -  NEW AUBURN (1982)
 PQ1587
 PQ1587                         *CURRENT SURVEY CONTROL
 PQ1587  ___________________________________________________________________
 PQ1587* NAD 83(1996)-  44 37 36.10117(N)    094 13 23.03109(W)     ADJUSTED  
 PQ1587* NAVD 88     -       306.570  (meters)    1005.81   (feet)  ADJUSTED  
 PQ1587  ___________________________________________________________________
 PQ1587  X           -    -334,841.553 (meters)                     COMP
 PQ1587  Y           -  -4,534,682.086 (meters)                     COMP
 PQ1587  Z           -   4,458,114.787 (meters)                     COMP
 PQ1587  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 PQ1587  ELLIP HEIGHT-         278.80  (meters)          (08/24/06) GPS OBS
 PQ1587  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 PQ1587  DYNAMIC HT  -         306.531 (meters)    1005.68  (feet)  COMP
 PQ1587  MODELED GRAV-     980,484.0   (mgal)                       NAVD 88
 PQ1587
 PQ1587  HORZ ORDER  -  FIRST
 PQ1587  VERT ORDER  -  SECOND    CLASS I
 PQ1587  ELLP ORDER  -  FOURTH    CLASS I
 PQ1587
 PQ1587.The horizontal coordinates were established by GPS observations
 PQ1587.and adjusted by the MN DEPT OF TRANSP in August 2006..
 PQ1587
 PQ1587.The orthometric height was determined by differential leveling
 PQ1587.and adjusted by the National Geodetic Survey in June 1995..
 PQ1587
 PQ1587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1587
 PQ1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1587
 PQ1587.The ellipsoidal height was determined by GPS observations
 PQ1587.and is referenced to NAD 83.
 PQ1587
 PQ1587.The geoid height was determined by GEOID03.
 PQ1587
 PQ1587.The dynamic height is computed by dividing the NAVD 88
 PQ1587.geopotential number by the normal gravity value computed on the
 PQ1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1587.degrees latitude (g = 980.6199 gals.).
 PQ1587
 PQ1587.The modeled gravity was interpolated from observed gravity values.
 PQ1587
 PQ1587;                    North         East     Units Scale Factor Converg.
 PQ1587;SPC MN S     -   280,768.761   782,299.623   MT  0.99992442   -0 09 22.9
 PQ1587;UTM  15      - 4,942,209.775   402,979.838   MT  0.99971575   -0 51 33.3
 PQ1587
 PQ1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1587!SPC MN S     -   0.99995629  x   0.99992442  =   0.99988071
 PQ1587!UTM  15      -   0.99995629  x   0.99971575  =   0.99967205
 PQ1587
 PQ1587                          SUPERSEDED SURVEY CONTROL
 PQ1587
 PQ1587  NAVD 88 (08/24/06)  306.57   (m)         1005.8    (f) LEVELING    3  
 PQ1587
 PQ1587.Superseded values are not recommended for survey control.
 PQ1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1587.See file dsdata.txt to determine how the superseded data were derived.
 PQ1587
 PQ1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0298042210(NAD 83)
 PQ1587_MARKER: DV = VERTICAL CONTROL DISK
 PQ1587_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1587_SP_SET: ALUMINUM ALLOY ROD
 PQ1587_STAMPING: 7208 E 1985
 PQ1587_MARK LOGO: MNDT  
 PQ1587_PROJECTION: FLUSH
 PQ1587_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1587+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2006
 PQ1587
 PQ1587  HISTORY     - Date     Condition        Report By
 PQ1587  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1587  HISTORY     - 20060228 GOOD             MNDT
 PQ1587
 PQ1587                          STATION DESCRIPTION
 PQ1587
 PQ1587'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1587'THE MARK IS LOCATED ABOUT 2.75 MILES (4.43 KM) SOUTH OF THE CITY OF
 PQ1587'NEW AUBURN, IN THE NE 1/4 OF SECTION 15, T113N, R28W, 2.85 MILES
 PQ1587'(4.59 KM) SOUTH ALONG TRUNK HIGHWAY 22 FROM ITS JUNCTION WITH COUNTY
 PQ1587'ROAD 15 AT NEW AUBURN, 125.5 FEET (38.3 M) EAST OF AND ABOUT 3 FEET
 PQ1587'(0.9 M) LOWER THAN THE CENTERLINE OF HIGHWAY 22 AT MILEPOINT 95.05,
 PQ1587'AT THE NORTH SLOPE OF A COUNTY DITCH (NUMBER 61), AND 1.0 FOOT
 PQ1587'(0.3 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD ALUMINUM
 PQ1587'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---7208 E 1985---, IS
 PQ1587'FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG
 PQ1587'ALUMINUM ALLOY ROD AND PROJECTS 0.1 FOOT (3.0 CM) ABOVE THE GROUND.
 PQ1587'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1587
 PQ1587                          STATION RECOVERY (2006)
 PQ1587
 PQ1587'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1587'2.75 MILES SOUTH OF NEW AUBURN, 2.85 MILES SOUTH ON TRUNK HIGHWAY 22
 PQ1587'FROM JUNCTION OF JUNCTION TRUNK HIGHWAY 22 AND COUNTY ROAD 15 (WEST),
 PQ1587'AT TRUNK HIGHWAY 22 MILEPOINT 95.05, 125.5 FEET EAST OF TRUNK HIGHWAY
 PQ1587'22, AT NORTH SLOPE OF COUNTY DITCH 61, 1.0 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1588 ***********************************************************************
 PQ1588  DESIGNATION -  7208 F
 PQ1588  PID         -  PQ1588
 PQ1588  STATE/COUNTY-  MN/SIBLEY
 PQ1588  USGS QUAD   -  NEW AUBURN (1982)
 PQ1588
 PQ1588                         *CURRENT SURVEY CONTROL
 PQ1588  ___________________________________________________________________
 PQ1588* NAD 83(1986)-  44 38 56.     (N)    094 13 25.     (W)     SCALED    
 PQ1588* NAVD 88     -       305.806  (meters)    1003.30   (feet)  ADJUSTED  
 PQ1588  ___________________________________________________________________
 PQ1588  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 PQ1588  DYNAMIC HT  -         305.768 (meters)    1003.17  (feet)  COMP
 PQ1588  MODELED GRAV-     980,486.1   (mgal)                       NAVD 88
 PQ1588
 PQ1588  VERT ORDER  -  SECOND    CLASS I
 PQ1588
 PQ1588.The horizontal coordinates were scaled from a topographic map and have
 PQ1588.an estimated accuracy of +/- 6 seconds.
 PQ1588
 PQ1588.The orthometric height was determined by differential leveling
 PQ1588.and adjusted by the National Geodetic Survey in June 1995..
 PQ1588
 PQ1588.The geoid height was determined by GEOID03.
 PQ1588
 PQ1588.The dynamic height is computed by dividing the NAVD 88
 PQ1588.geopotential number by the normal gravity value computed on the
 PQ1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1588.degrees latitude (g = 980.6199 gals.).
 PQ1588
 PQ1588.The modeled gravity was interpolated from observed gravity values.
 PQ1588
 PQ1588;                    North         East    Units  Estimated Accuracy
 PQ1588;SPC MN S     -   283,240.      782,260.      MT  (+/- 180 meters Scaled)
 PQ1588
 PQ1588                          SUPERSEDED SURVEY CONTROL
 PQ1588
 PQ1588.No superseded survey control is available for this station.
 PQ1588
 PQ1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK029446(NAD 83)
 PQ1588_MARKER: DV = VERTICAL CONTROL DISK
 PQ1588_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1588_SP_SET: ALUMINUM ALLOY ROD
 PQ1588_STAMPING: 7208 F 1985
 PQ1588_MARK LOGO: MNDT  
 PQ1588_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1588
 PQ1588  HISTORY     - Date     Condition        Report By
 PQ1588  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1588
 PQ1588                          STATION DESCRIPTION
 PQ1588
 PQ1588'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1588'THE MARK IS LOCATED ABOUT 1.25 MILES (2.01 KM) SOUTH OF THE CITY OF
 PQ1588'NEW AUBURN, IN THE SW 1/4 OF SECTION 29, T114N, R28W, 1.25 MILES
 PQ1588'(2.01 KM) SOUTH ALONG TRUNK HIGHWAY 22 FROM ITS JUNCTION WITH COUNTY
 PQ1588'ROAD 15 AT NEW AUBURN, 101.0 FEET (30.8 M) WEST OF AND ABOUT 1 FOOT
 PQ1588'(0.3 M) LOWER THAN THE CENTERLINE OF HIGHWAY 22 AT MILEPOINT 96.65,
 PQ1588'48.0 FEET (14.6 M) NORTH OF THE CENTER OF A FARM ENTRANCE, 1.7 FEET
 PQ1588'(0.5 M) NORTHEAST OF A POWER POLE, AND 1.0 FOOT (0.3 M) NORTH OF A
 PQ1588'STEEL WITNESS POST.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL
 PQ1588'CONTROL MONUMENT DISK STAMPED---7208 F 1985---, IS FORCED ONTO THE
 PQ1588'TOP OF A DRIVEN 3/4-INCH DIAMETER BY 30-FOOT LONG ALUMINUM ALLOY ROD
 PQ1588'AND IS FLUSH WITH THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1588'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1589 ***********************************************************************
 PQ1589  DESIGNATION -  7208 G
 PQ1589  PID         -  PQ1589
 PQ1589  STATE/COUNTY-  MN/SIBLEY
 PQ1589  USGS QUAD   -  NEW AUBURN (1982)
 PQ1589
 PQ1589                         *CURRENT SURVEY CONTROL
 PQ1589  ___________________________________________________________________
 PQ1589* NAD 83(1986)-  44 39 33.     (N)    094 13 31.     (W)     SCALED    
 PQ1589* NAVD 88     -       307.333  (meters)    1008.31   (feet)  ADJUSTED  
 PQ1589  ___________________________________________________________________
 PQ1589  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 PQ1589  DYNAMIC HT  -         307.295 (meters)    1008.18  (feet)  COMP
 PQ1589  MODELED GRAV-     980,487.1   (mgal)                       NAVD 88
 PQ1589
 PQ1589  VERT ORDER  -  SECOND    CLASS I
 PQ1589
 PQ1589.The horizontal coordinates were scaled from a topographic map and have
 PQ1589.an estimated accuracy of +/- 6 seconds.
 PQ1589
 PQ1589.The orthometric height was determined by differential leveling
 PQ1589.and adjusted by the National Geodetic Survey in June 1995..
 PQ1589
 PQ1589.The geoid height was determined by GEOID03.
 PQ1589
 PQ1589.The dynamic height is computed by dividing the NAVD 88
 PQ1589.geopotential number by the normal gravity value computed on the
 PQ1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1589.degrees latitude (g = 980.6199 gals.).
 PQ1589
 PQ1589.The modeled gravity was interpolated from observed gravity values.
 PQ1589
 PQ1589;                    North         East    Units  Estimated Accuracy
 PQ1589;SPC MN S     -   284,380.      782,130.      MT  (+/- 180 meters Scaled)
 PQ1589
 PQ1589                          SUPERSEDED SURVEY CONTROL
 PQ1589
 PQ1589.No superseded survey control is available for this station.
 PQ1589
 PQ1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK028458(NAD 83)
 PQ1589_MARKER: DV = VERTICAL CONTROL DISK
 PQ1589_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1589_SP_SET: ALUMINUM ALLOY ROD
 PQ1589_STAMPING: 7208 G 1985
 PQ1589_MARK LOGO: MNDT  
 PQ1589_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1589
 PQ1589  HISTORY     - Date     Condition        Report By
 PQ1589  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1589
 PQ1589                          STATION DESCRIPTION
 PQ1589
 PQ1589'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1589'THE MARK IS LOCATED ABOUT 0.5 MILE (0.8 KM) SOUTH OF THE CITY OF NEW
 PQ1589'AUBURN, IN THE NW 1/4 OF SECTION 29, T114N, R28W, 0.55 MILE
 PQ1589'(0.89 KM) SOUTH ALONG TRUNK HIGHWAY 22 FROM ITS JUNCTION WITH COUNTY
 PQ1589'ROAD 15 AT NEW AUBURN,ABOUT 300 FEET (91.4 M) EAST OF HIGHWAY 22 AT
 PQ1589'MILEPOINT 97.35, 16.5 FEET (5.0 M) SOUTH OF THE CENTER OF A GRAVEL
 PQ1589'ROAD, 1.8 FEET (0.5 M) WEST OF A POWER POLE, AND 1.0 FOOT (0.3 M)
 PQ1589'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD ALUMINUM MNDT
 PQ1589'VERTICAL CONTROL MONUMENT DISK STAMPED---7208 G 1985---, IS FORCED
 PQ1589'ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM
 PQ1589'ALLOY ROD AND IS FLUSH WITH THE GROUND.  A MAGNET IN THE DISK MAKES
 PQ1589'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1590 ***********************************************************************
 PQ1590  DESIGNATION -  7208 H
 PQ1590  PID         -  PQ1590
 PQ1590  STATE/COUNTY-  MN/SIBLEY
 PQ1590  USGS QUAD   -  NEW AUBURN (1982)
 PQ1590
 PQ1590                         *CURRENT SURVEY CONTROL
 PQ1590  ___________________________________________________________________
 PQ1590* NAD 83(1986)-  44 40 27.     (N)    094 13 54.     (W)     SCALED    
 PQ1590* NAVD 88     -       309.196  (meters)    1014.42   (feet)  ADJUSTED  
 PQ1590  ___________________________________________________________________
 PQ1590  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 PQ1590  DYNAMIC HT  -         309.158 (meters)    1014.30  (feet)  COMP
 PQ1590  MODELED GRAV-     980,488.4   (mgal)                       NAVD 88
 PQ1590
 PQ1590  VERT ORDER  -  SECOND    CLASS I
 PQ1590
 PQ1590.The horizontal coordinates were scaled from a topographic map and have
 PQ1590.an estimated accuracy of +/- 6 seconds.
 PQ1590
 PQ1590.The orthometric height was determined by differential leveling
 PQ1590.and adjusted by the National Geodetic Survey in June 1995..
 PQ1590
 PQ1590.The geoid height was determined by GEOID03.
 PQ1590
 PQ1590.The dynamic height is computed by dividing the NAVD 88
 PQ1590.geopotential number by the normal gravity value computed on the
 PQ1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1590.degrees latitude (g = 980.6199 gals.).
 PQ1590
 PQ1590.The modeled gravity was interpolated from observed gravity values.
 PQ1590
 PQ1590;                    North         East    Units  Estimated Accuracy
 PQ1590;SPC MN S     -   286,050.      781,630.      MT  (+/- 180 meters Scaled)
 PQ1590
 PQ1590                          SUPERSEDED SURVEY CONTROL
 PQ1590
 PQ1590.No superseded survey control is available for this station.
 PQ1590
 PQ1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK023474(NAD 83)
 PQ1590_MARKER: DV = VERTICAL CONTROL DISK
 PQ1590_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PQ1590+WITH SETTING: PAVEMENT
 PQ1590_SP_SET: WATER TANK STANDPIPE BASE
 PQ1590_STAMPING: 7208 H 1985
 PQ1590_MARK LOGO: MNDT  
 PQ1590_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1590+STABILITY: SURFACE MOTION
 PQ1590
 PQ1590  HISTORY     - Date     Condition        Report By
 PQ1590  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1590
 PQ1590                          STATION DESCRIPTION
 PQ1590
 PQ1590'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1590'THE MARK IS LOCATED AT THE WATER TANK IN THE CITY OF NEW AUBURN, IN
 PQ1590'THE SE 1/4 OF SECTION 17, T114N, R28W, 1 BLOCK WEST ALONG 5TH STREET
 PQ1590'FROM ITS JUNCTION WITH TRUNK HIGHWAY 22, ABOUT 250 FEET (76.2 M)
 PQ1590'NORTHWEST OF THE INTERSECTION OF 5TH STREET AND 8TH AVENUE (COUNTY
 PQ1590'ROAD 29).  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL
 PQ1590'MONUMENT DISK STAMPED---7208 H 1985---, IS SET IN THE SOUTHEAST
 PQ1590'CORNER OF THE BASE OF A 30-FOOT TALL STANDPIPE (CITY WATER TANK) THAT
 PQ1590'WAS ERECTED IN 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1591 ***********************************************************************
 PQ1591  DESIGNATION -  7208 J
 PQ1591  PID         -  PQ1591
 PQ1591  STATE/COUNTY-  MN/SIBLEY
 PQ1591  USGS QUAD   -  NEW AUBURN (1982)
 PQ1591
 PQ1591                         *CURRENT SURVEY CONTROL
 PQ1591  ___________________________________________________________________
 PQ1591* NAD 83(1986)-  44 41 31.     (N)    094 13 57.     (W)     SCALED    
 PQ1591* NAVD 88     -       307.033  (meters)    1007.32   (feet)  ADJUSTED  
 PQ1591  ___________________________________________________________________
 PQ1591  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 PQ1591  DYNAMIC HT  -         306.997 (meters)    1007.21  (feet)  COMP
 PQ1591  MODELED GRAV-     980,490.1   (mgal)                       NAVD 88
 PQ1591
 PQ1591  VERT ORDER  -  SECOND    CLASS I
 PQ1591
 PQ1591.The horizontal coordinates were scaled from a topographic map and have
 PQ1591.an estimated accuracy of +/- 6 seconds.
 PQ1591
 PQ1591.The orthometric height was determined by differential leveling
 PQ1591.and adjusted by the National Geodetic Survey in June 1995..
 PQ1591
 PQ1591.The geoid height was determined by GEOID03.
 PQ1591
 PQ1591.The dynamic height is computed by dividing the NAVD 88
 PQ1591.geopotential number by the normal gravity value computed on the
 PQ1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1591.degrees latitude (g = 980.6199 gals.).
 PQ1591
 PQ1591.The modeled gravity was interpolated from observed gravity values.
 PQ1591
 PQ1591;                    North         East    Units  Estimated Accuracy
 PQ1591;SPC MN S     -   288,020.      781,570.      MT  (+/- 180 meters Scaled)
 PQ1591
 PQ1591                          SUPERSEDED SURVEY CONTROL
 PQ1591
 PQ1591.No superseded survey control is available for this station.
 PQ1591
 PQ1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK023494(NAD 83)
 PQ1591_MARKER: DV = VERTICAL CONTROL DISK
 PQ1591_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1591_SP_SET: ALUMINUM ALLOY ROD
 PQ1591_STAMPING: 7208 J 1985
 PQ1591_MARK LOGO: MNDT  
 PQ1591_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1591
 PQ1591  HISTORY     - Date     Condition        Report By
 PQ1591  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1591
 PQ1591                          STATION DESCRIPTION
 PQ1591
 PQ1591'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1591'THE MARK IS LOCATED ABOUT 0.75 MILE (1.21 KM) NORTH OF THE CITY OF NEW
 PQ1591'AUBURN, IN THE SW 1/4 OF SECTION 8, T114N, R28W, 1.85 MILES
 PQ1591'(2.98 KM) NORTH ALONG TRUNK HIGHWAY 22 FROM ITS JUNCTION WITH COUNTY
 PQ1591'ROAD 15 ON THE SOUTH EDGE OF NEW AUBURN, ABOUT 325 FEET (99.1 M) EAST
 PQ1591'OF HIGHWAY 22 AT MILEPOINT 99.7, 42.0 FEET (12.8 M) SOUTH OF AND 4
 PQ1591'FEET (1.2 M) LOWER THAN THE CENTER OF COUNTY ROAD 15, 2.0 FEET
 PQ1591'(0.6 M) WEST OF A POWER POLE, AND 1.2 FEET (0.4 M) NORTH OF A STEEL
 PQ1591'WITNESS POST.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL
 PQ1591'MONUMENT DISK STAMPED---7208 J 1985---, IS FORCED ONTO THE TOP OF A
 PQ1591'DRIVEN 3/4-INCH DIAMETER BY 30-FOOT LONG ALUMINUM ALLOY ROD AND
 PQ1591'PROJECTS 0.2 FOOT (6.1 CM) ABOVE THE GROUND.  A MAGNET IN THE DISK
 PQ1591'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1592 ***********************************************************************
 PQ1592  DESIGNATION -  7208 K
 PQ1592  PID         -  PQ1592
 PQ1592  STATE/COUNTY-  MN/SIBLEY
 PQ1592  USGS QUAD   -  NEW AUBURN (1982)
 PQ1592
 PQ1592                         *CURRENT SURVEY CONTROL
 PQ1592  ___________________________________________________________________
 PQ1592* NAD 83(1986)-  44 42 04.     (N)    094 14 04.     (W)     SCALED    
 PQ1592* NAVD 88     -       309.274  (meters)    1014.68   (feet)  ADJUSTED  
 PQ1592  ___________________________________________________________________
 PQ1592  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 PQ1592  DYNAMIC HT  -         309.237 (meters)    1014.56  (feet)  COMP
 PQ1592  MODELED GRAV-     980,490.9   (mgal)                       NAVD 88
 PQ1592
 PQ1592  VERT ORDER  -  SECOND    CLASS I
 PQ1592
 PQ1592.The horizontal coordinates were scaled from a topographic map and have
 PQ1592.an estimated accuracy of +/- 6 seconds.
 PQ1592
 PQ1592.The orthometric height was determined by differential leveling
 PQ1592.and adjusted by the National Geodetic Survey in June 1995..
 PQ1592
 PQ1592.The geoid height was determined by GEOID03.
 PQ1592
 PQ1592.The dynamic height is computed by dividing the NAVD 88
 PQ1592.geopotential number by the normal gravity value computed on the
 PQ1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1592.degrees latitude (g = 980.6199 gals.).
 PQ1592
 PQ1592.The modeled gravity was interpolated from observed gravity values.
 PQ1592
 PQ1592;                    North         East    Units  Estimated Accuracy
 PQ1592;SPC MN S     -   289,040.      781,420.      MT  (+/- 180 meters Scaled)
 PQ1592
 PQ1592                          SUPERSEDED SURVEY CONTROL
 PQ1592
 PQ1592.No superseded survey control is available for this station.
 PQ1592
 PQ1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK022504(NAD 83)
 PQ1592_MARKER: DV = VERTICAL CONTROL DISK
 PQ1592_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1592_SP_SET: ALUMINUM ALLOY ROD
 PQ1592_STAMPING: 7208 K 1985
 PQ1592_MARK LOGO: MNDT  
 PQ1592_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1592
 PQ1592  HISTORY     - Date     Condition        Report By
 PQ1592  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1592
 PQ1592                          STATION DESCRIPTION
 PQ1592
 PQ1592'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1592'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) NORTH OF THE CITY OF NEW
 PQ1592'AUBURN, IN THE NE 1/4 OF SECTION 7, T114N, R28W, 2.45 MILES
 PQ1592'(3.94 KM) NORTH ALONG TRUNK HIGHWAY 22 FROM ITS JUNCTION WITH COUNTY
 PQ1592'ROAD 15 ON THE SOUTH EDGE OF NEW AUBURN, 152.0 FEET (46.3 M) WEST OF
 PQ1592'AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 22 AT MILEPOINT 100.3,
 PQ1592'54.0 FEET (16.5 M) NORTH OF THE CENTER OF A FARM ENTRANCE, AND 1.9
 PQ1592'FEET (0.6 M) EAST OF A POWER POLE WITH A WITNESS SIGN. THE MARK, A
 PQ1592'STANDARD ALUMINUM MNDT VERTICAL CONTROL MOMUMENT DISK STAMPED---7208
 PQ1592'K 1985, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY
 PQ1592'20-FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.  A
 PQ1592'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1758 ***********************************************************************
 DI1758  DESIGNATION -  7208 L
 DI1758  PID         -  DI1758
 DI1758  STATE/COUNTY-  MN/SIBLEY
 DI1758  USGS QUAD   -  GAYLORD (1982)
 DI1758
 DI1758                         *CURRENT SURVEY CONTROL
 DI1758  ___________________________________________________________________
 DI1758* NAD 83(1996)-  44 36 04.75126(N)    094 13 24.15200(W)     ADJUSTED  
 DI1758* NAVD 88     -       307.29   (meters)    1008.2    (feet)  LEVELING  
 DI1758  ___________________________________________________________________
 DI1758  X           -    -335,012.086 (meters)                     COMP
 DI1758  Y           -  -4,536,655.876 (meters)                     COMP
 DI1758  Z           -   4,456,107.922 (meters)                     COMP
 DI1758  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 DI1758  ELLIP HEIGHT-         279.50  (meters)          (08/24/06) GPS OBS
 DI1758  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 DI1758
 DI1758  HORZ ORDER  -  FIRST
 DI1758  VERT ORDER  -  THIRD ?
 DI1758  ELLP ORDER  -  FOURTH    CLASS I
 DI1758
 DI1758.The horizontal coordinates were established by GPS observations
 DI1758.and adjusted by the MN DEPT OF TRANSP in August 2006..
 DI1758
 DI1758.The orthometric height was determined by differential leveling.
 DI1758.The vertical network tie was performed by a horz. field party for horz.
 DI1758.obs reductions. Reset procedures were used to establish the elevation.
 DI1758
 DI1758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1758
 DI1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 DI1758
 DI1758.The ellipsoidal height was determined by GPS observations
 DI1758.and is referenced to NAD 83.
 DI1758
 DI1758.The geoid height was determined by GEOID03.
 DI1758
 DI1758;                    North         East     Units Scale Factor Converg.
 DI1758;SPC MN S     -   277,949.278   782,267.212   MT  0.99992355   -0 09 23.7
 DI1758;UTM  15      - 4,939,391.489   402,912.864   MT  0.99971591   -0 51 32.7
 DI1758
 DI1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1758!SPC MN S     -   0.99995618  x   0.99992355  =   0.99987973
 DI1758!UTM  15      -   0.99995618  x   0.99971591  =   0.99967210
 DI1758
 DI1758:                Primary Azimuth Mark                     Grid Az
 DI1758:SPC MN S     -  7208 B                                   185 16 04.2
 DI1758:UTM  15      -  7208 B                                   185 58 13.2
 DI1758
 DI1758|---------------------------------------------------------------------|
 DI1758| PID    Reference Object                     Distance      Geod. Az  |
 DI1758|                                                           dddmmss.s |
 DI1758| PQ1584 7208 B                              APPROX. 0.8 KM 1850640.5 |
 DI1758|---------------------------------------------------------------------|
 DI1758
 DI1758                          SUPERSEDED SURVEY CONTROL
 DI1758
 DI1758.No superseded survey control is available for this station.
 DI1758
 DI1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0291339391(NAD 83)
 DI1758_MARKER: DV = VERTICAL CONTROL DISK
 DI1758_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1758_STAMPING: 7208 L 2006
 DI1758_MARK LOGO: MNDT  
 DI1758_PROJECTION: FLUSH
 DI1758_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1758+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI1758_ROD/PIPE-DEPTH:  3.0 meters
 DI1758
 DI1758  HISTORY     - Date     Condition        Report By
 DI1758  HISTORY     - 2006     MONUMENTED       MNDT
 DI1758
 DI1758                          STATION DESCRIPTION
 DI1758
 DI1758'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI1758'3.0 MILES NORTH OF GAYLORD.  3.45 MILES NORTH ALONG TRUNK HIGHWAY 22
 DI1758'FROM JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 19 EAST-TRUNK
 DI1758'HIGHWAY 5 EAST IN GAYLORD, AT TRUNK HIGHWAY 22 MILEPOINT 93.35, 99
 DI1758'FEET EAST OF TRUNK HIGHWAY 22, 30 FEET NORTH OF 240TH STREET, 48.9
 DI1758'FEET EAST OF WITNESS POST. ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4657 ***********************************************************************
 AE4657  DESIGNATION -  7211 C
 AE4657  PID         -  AE4657
 AE4657  STATE/COUNTY-  MN/SIBLEY
 AE4657  USGS QUAD   -  LE SUEUR (1979)
 AE4657
 AE4657                         *CURRENT SURVEY CONTROL
 AE4657  ___________________________________________________________________
 AE4657* NAD 83(1986)-  44 27 55.     (N)    093 55 52.     (W)     SCALED    
 AE4657* NAVD 88     -       225.982  (meters)     741.41   (feet)  ADJUSTED  
 AE4657  ___________________________________________________________________
 AE4657  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AE4657  DYNAMIC HT  -         225.952 (meters)     741.31  (feet)  COMP
 AE4657  MODELED GRAV-     980,476.0   (mgal)                       NAVD 88
 AE4657
 AE4657  VERT ORDER  -  SECOND    CLASS I
 AE4657
 AE4657.The horizontal coordinates were scaled from a topographic map and have
 AE4657.an estimated accuracy of +/- 6 seconds.
 AE4657
 AE4657.The orthometric height was determined by differential leveling
 AE4657.and adjusted by the National Geodetic Survey in January 1998..
 AE4657
 AE4657.The geoid height was determined by GEOID03.
 AE4657
 AE4657.The dynamic height is computed by dividing the NAVD 88
 AE4657.geopotential number by the normal gravity value computed on the
 AE4657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4657.degrees latitude (g = 980.6199 gals.).
 AE4657
 AE4657.The modeled gravity was interpolated from observed gravity values.
 AE4657
 AE4657;                    North         East    Units  Estimated Accuracy
 AE4657;SPC MN S     -   262,810.      805,480.      MT  (+/- 180 meters Scaled)
 AE4657
 AE4657                          SUPERSEDED SURVEY CONTROL
 AE4657
 AE4657.No superseded survey control is available for this station.
 AE4657
 AE4657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK259239(NAD 83)
 AE4657_MARKER: DD = SURVEY DISK
 AE4657_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE4657_STAMPING: 7211 C 1963
 AE4657_MARK LOGO: MNDT  
 AE4657_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4657+STABILITY: SURFACE MOTION
 AE4657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4657+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1993
 AE4657
 AE4657  HISTORY     - Date     Condition        Report By
 AE4657  HISTORY     - 1963     MONUMENTED       MNDT
 AE4657  HISTORY     - 19930405 GOOD             MNDT
 AE4657
 AE4657                          STATION DESCRIPTION
 AE4657
 AE4657'DESCRIBED BY MN DEPT OF TRANSP 1993 (WAS)
 AE4657'THE MARK IS LOCATED AT THE WEST EDGE OF LE SUEUR, 355 FT (108.2 M)
 AE4657'NORTH OF BRIDGE 9309 (TH 93 OVER TH 169), EAST OF NORTH BOUND TH 169
 AE4657'ENTRANCE RAMP, SE OF TH 169 STA 1239+30, AT TH 169, 554.5 FT, MP 76.8
 AE4657'IN SE CORNER OF TH 169 BOX CULVERT 8P FROM SOUTH BOUND TH 169 TO TH
 AE4657'93, 11.3 FT (3.4 M) WNW OF SOUTH TH 169 SIGN POST, AND 4.0 FEET (1.2
 AE4657'M) SSW OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4659 ***********************************************************************
 AE4659  DESIGNATION -  7211 D
 AE4659  PID         -  AE4659
 AE4659  STATE/COUNTY-  MN/SIBLEY
 AE4659  USGS QUAD   -  LE SUEUR (1979)
 AE4659
 AE4659                         *CURRENT SURVEY CONTROL
 AE4659  ___________________________________________________________________
 AE4659* NAD 83(1986)-  44 28 23.     (N)    093 55 39.     (W)     SCALED    
 AE4659* NAVD 88     -       227.871  (meters)     747.61   (feet)  ADJUSTED  
 AE4659  ___________________________________________________________________
 AE4659  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AE4659  DYNAMIC HT  -         227.840 (meters)     747.51  (feet)  COMP
 AE4659  MODELED GRAV-     980,476.6   (mgal)                       NAVD 88
 AE4659
 AE4659  VERT ORDER  -  SECOND    CLASS I
 AE4659
 AE4659.The horizontal coordinates were scaled from a topographic map and have
 AE4659.an estimated accuracy of +/- 6 seconds.
 AE4659
 AE4659.The orthometric height was determined by differential leveling
 AE4659.and adjusted by the National Geodetic Survey in January 1998..
 AE4659
 AE4659.The geoid height was determined by GEOID03.
 AE4659
 AE4659.The dynamic height is computed by dividing the NAVD 88
 AE4659.geopotential number by the normal gravity value computed on the
 AE4659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4659.degrees latitude (g = 980.6199 gals.).
 AE4659
 AE4659.The modeled gravity was interpolated from observed gravity values.
 AE4659
 AE4659;                    North         East    Units  Estimated Accuracy
 AE4659;SPC MN S     -   263,680.      805,770.      MT  (+/- 180 meters Scaled)
 AE4659
 AE4659                          SUPERSEDED SURVEY CONTROL
 AE4659
 AE4659.No superseded survey control is available for this station.
 AE4659
 AE4659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK262248(NAD 83)
 AE4659_MARKER: DD = SURVEY DISK
 AE4659_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE4659_STAMPING: 7211 D 1963
 AE4659_MARK LOGO: MNDT  
 AE4659_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4659+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1993
 AE4659
 AE4659  HISTORY     - Date     Condition        Report By
 AE4659  HISTORY     - 1963     MONUMENTED       MNDT
 AE4659  HISTORY     - 19930405 GOOD             MNDT
 AE4659
 AE4659                          STATION DESCRIPTION
 AE4659
 AE4659'DESCRIBED BY MN DEPT OF TRANSP 1993 (WAS)
 AE4659'THE MARK IS LOCATED NEAR THE WEST EDGE OF LE SUEUR, 0.67 MI (1.08 KM)
 AE4659'NORTH OF THE TH 93 BRIDGE 9309 OVER TH 169, 75 FEET (22.9 M) NW OF
 AE4659'SOUTH BOUND TH 169 AT STA 1271+00, AT TH 169 MILE POST 77.4, 25 FT
 AE4659'(7.6 M) NORTH OF A CULVERT, 0.6 FT (18.3 CM) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4655 ***********************************************************************
 AE4655  DESIGNATION -  7211 F
 AE4655  PID         -  AE4655
 AE4655  STATE/COUNTY-  MN/LE SUEUR
 AE4655  USGS QUAD   -  LE SUEUR (1979)
 AE4655
 AE4655                         *CURRENT SURVEY CONTROL
 AE4655  ___________________________________________________________________
 AE4655* NAD 83(1986)-  44 27 52.     (N)    093 55 48.     (W)     SCALED    
 AE4655* NAVD 88     -       233.695  (meters)     766.71   (feet)  ADJUSTED  
 AE4655  ___________________________________________________________________
 AE4655  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AE4655  DYNAMIC HT  -         233.663 (meters)     766.61  (feet)  COMP
 AE4655  MODELED GRAV-     980,476.0   (mgal)                       NAVD 88
 AE4655
 AE4655  VERT ORDER  -  SECOND    CLASS I
 AE4655
 AE4655.The horizontal coordinates were scaled from a topographic map and have
 AE4655.an estimated accuracy of +/- 6 seconds.
 AE4655
 AE4655.The orthometric height was determined by differential leveling
 AE4655.and adjusted by the National Geodetic Survey in January 1998..
 AE4655
 AE4655.The geoid height was determined by GEOID03.
 AE4655
 AE4655.The dynamic height is computed by dividing the NAVD 88
 AE4655.geopotential number by the normal gravity value computed on the
 AE4655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4655.degrees latitude (g = 980.6199 gals.).
 AE4655
 AE4655.The modeled gravity was interpolated from observed gravity values.
 AE4655
 AE4655;                    North         East    Units  Estimated Accuracy
 AE4655;SPC MN S     -   262,720.      805,570.      MT  (+/- 180 meters Scaled)
 AE4655
 AE4655                          SUPERSEDED SURVEY CONTROL
 AE4655
 AE4655.No superseded survey control is available for this station.
 AE4655
 AE4655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK260238(NAD 83)
 AE4655_MARKER: DD = SURVEY DISK
 AE4655_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE4655_SP_SET: BRIDGE ABUTMENT
 AE4655_STAMPING: 7211 F 1993
 AE4655_MARK LOGO: MNDT  
 AE4655_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4655_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4655+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AE4655
 AE4655  HISTORY     - Date     Condition        Report By
 AE4655  HISTORY     - 1993     MONUMENTED       MNDT
 AE4655
 AE4655                          STATION DESCRIPTION
 AE4655
 AE4655'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AE4655'1 MI (1.6 KM) WSW OF LE SUEUR, IN SE CORNER OF TH 93 BRIDGE NO 9309
 AE4655'OVER TH 169, AT JCT OF TH 169 AND TH 93 SOUTH, AT TH 93 MP 0.8, 25.5
 AE4655'FT (7.8 M) SSW OF TH 93.  LOCATED IN THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4660 ***********************************************************************
 AE4660  DESIGNATION -  7212 A
 AE4660  PID         -  AE4660
 AE4660  STATE/COUNTY-  MN/SIBLEY
 AE4660  USGS QUAD   -  LE SUEUR (1979)
 AE4660
 AE4660                         *CURRENT SURVEY CONTROL
 AE4660  ___________________________________________________________________
 AE4660* NAD 83(1986)-  44 28 40.     (N)    093 55 20.     (W)     SCALED    
 AE4660* NAVD 88     -       225.287  (meters)     739.13   (feet)  ADJUSTED  
 AE4660  ___________________________________________________________________
 AE4660  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AE4660  DYNAMIC HT  -         225.257 (meters)     739.03  (feet)  COMP
 AE4660  MODELED GRAV-     980,477.2   (mgal)                       NAVD 88
 AE4660
 AE4660  VERT ORDER  -  SECOND    CLASS I
 AE4660
 AE4660.The horizontal coordinates were scaled from a topographic map and have
 AE4660.an estimated accuracy of +/- 6 seconds.
 AE4660
 AE4660.The orthometric height was determined by differential leveling
 AE4660.and adjusted by the National Geodetic Survey in January 1998..
 AE4660
 AE4660.The geoid height was determined by GEOID03.
 AE4660
 AE4660.The dynamic height is computed by dividing the NAVD 88
 AE4660.geopotential number by the normal gravity value computed on the
 AE4660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4660.degrees latitude (g = 980.6199 gals.).
 AE4660
 AE4660.The modeled gravity was interpolated from observed gravity values.
 AE4660
 AE4660;                    North         East    Units  Estimated Accuracy
 AE4660;SPC MN S     -   264,200.      806,190.      MT  (+/- 180 meters Scaled)
 AE4660
 AE4660                          SUPERSEDED SURVEY CONTROL
 AE4660
 AE4660.No superseded survey control is available for this station.
 AE4660
 AE4660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK266253(NAD 83)
 AE4660_MARKER: DD = SURVEY DISK
 AE4660_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE4660_SP_SET: SIGN POST FOOTING
 AE4660_STAMPING: 7212 A 1993
 AE4660_MARK LOGO: MNDT  
 AE4660_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4660+STABILITY: SURFACE MOTION
 AE4660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4660+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AE4660
 AE4660  HISTORY     - Date     Condition        Report By
 AE4660  HISTORY     - 1993     MONUMENTED       MNDT
 AE4660
 AE4660                          STATION DESCRIPTION
 AE4660
 AE4660'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AE4660'3.75 MI (6.03 KM) SOUTH OF HENDERSON, IN CONC BASE AT SE COR OF COACH
 AE4660'LIGHT MOTEL SIGN, 0.1 MI (0.2 KM) NE ALONG TH 93 FROM NORTH JCT OF TH
 AE4660'169 AND TH 93, AT TH 93 MP 1.8, 49.5 FT (15.1 M) ESE OF TH 93, 25 FT
 AE4660'(7.6 M) NORTH OF MOTEL ENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4661 ***********************************************************************
 AE4661  DESIGNATION -  7212 B
 AE4661  PID         -  AE4661
 AE4661  STATE/COUNTY-  MN/SIBLEY
 AE4661  USGS QUAD   -  LE SUEUR (1979)
 AE4661
 AE4661                         *CURRENT SURVEY CONTROL
 AE4661  ___________________________________________________________________
 AE4661* NAD 83(1986)-  44 29 17.     (N)    093 54 50.     (W)     SCALED    
 AE4661* NAVD 88     -       226.218  (meters)     742.18   (feet)  ADJUSTED  
 AE4661  ___________________________________________________________________
 AE4661  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AE4661  DYNAMIC HT  -         226.188 (meters)     742.09  (feet)  COMP
 AE4661  MODELED GRAV-     980,478.6   (mgal)                       NAVD 88
 AE4661
 AE4661  VERT ORDER  -  SECOND    CLASS I
 AE4661
 AE4661.The horizontal coordinates were scaled from a topographic map and have
 AE4661.an estimated accuracy of +/- 6 seconds.
 AE4661
 AE4661.The orthometric height was determined by differential leveling
 AE4661.and adjusted by the National Geodetic Survey in January 1998..
 AE4661
 AE4661.The geoid height was determined by GEOID03.
 AE4661
 AE4661.The dynamic height is computed by dividing the NAVD 88
 AE4661.geopotential number by the normal gravity value computed on the
 AE4661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4661.degrees latitude (g = 980.6199 gals.).
 AE4661
 AE4661.The modeled gravity was interpolated from observed gravity values.
 AE4661
 AE4661;                    North         East    Units  Estimated Accuracy
 AE4661;SPC MN S     -   265,340.      806,850.      MT  (+/- 180 meters Scaled)
 AE4661
 AE4661                          SUPERSEDED SURVEY CONTROL
 AE4661
 AE4661.No superseded survey control is available for this station.
 AE4661
 AE4661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK273264(NAD 83)
 AE4661_MARKER: DD = SURVEY DISK
 AE4661_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4661_STAMPING: 7212 B 1993
 AE4661_MARK LOGO: MNDT  
 AE4661_PROJECTION: RECESSED 5 CENTIMETERS
 AE4661_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4661+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AE4661_ROD/PIPE-DEPTH: 10.7 meters
 AE4661
 AE4661  HISTORY     - Date     Condition        Report By
 AE4661  HISTORY     - 1993     MONUMENTED       MNDT
 AE4661
 AE4661                          STATION DESCRIPTION
 AE4661
 AE4661'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AE4661'3 MI (4.8 KM) SOUTH OF HENDERSON, 3.0 MI (4.8 KM) SW ALONG TH 93 FROM
 AE4661'JCT OF TH 93 AND TH 19, AT TH 93 MP 2.65, 44.0 FT (13.4 M) WNW OF TH
 AE4661'93, 13.0 FT (4.0 M) ESE OF FENCE COR, 30.1 FT (9.2 M) NNW OF FENCE
 AE4661'COR, 1.0 FT (0.3 M) EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4665 ***********************************************************************
 AE4665  DESIGNATION -  7212 C
 AE4665  PID         -  AE4665
 AE4665  STATE/COUNTY-  MN/SIBLEY
 AE4665  USGS QUAD   -  HENDERSON (1981)
 AE4665
 AE4665                         *CURRENT SURVEY CONTROL
 AE4665  ___________________________________________________________________
 AE4665* NAD 83(1986)-  44 30 46.     (N)    093 54 08.     (W)     SCALED    
 AE4665* NAVD 88     -       225.835  (meters)     740.93   (feet)  ADJUSTED  
 AE4665  ___________________________________________________________________
 AE4665  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AE4665  DYNAMIC HT  -         225.806 (meters)     740.83  (feet)  COMP
 AE4665  MODELED GRAV-     980,484.4   (mgal)                       NAVD 88
 AE4665
 AE4665  VERT ORDER  -  SECOND    CLASS I
 AE4665
 AE4665.The horizontal coordinates were scaled from a topographic map and have
 AE4665.an estimated accuracy of +/- 6 seconds.
 AE4665
 AE4665.The orthometric height was determined by differential leveling
 AE4665.and adjusted by the National Geodetic Survey in January 1998..
 AE4665
 AE4665.The geoid height was determined by GEOID03.
 AE4665
 AE4665.The dynamic height is computed by dividing the NAVD 88
 AE4665.geopotential number by the normal gravity value computed on the
 AE4665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4665.degrees latitude (g = 980.6199 gals.).
 AE4665
 AE4665.The modeled gravity was interpolated from observed gravity values.
 AE4665
 AE4665;                    North         East    Units  Estimated Accuracy
 AE4665;SPC MN S     -   268,090.      807,770.      MT  (+/- 180 meters Scaled)
 AE4665
 AE4665                          SUPERSEDED SURVEY CONTROL
 AE4665
 AE4665.No superseded survey control is available for this station.
 AE4665
 AE4665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK282292(NAD 83)
 AE4665_MARKER: DD = SURVEY DISK
 AE4665_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4665_STAMPING: 7212 C 1993
 AE4665_MARK LOGO: MNDT  
 AE4665_PROJECTION: RECESSED 5 CENTIMETERS
 AE4665_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4665+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AE4665_ROD/PIPE-DEPTH: 13.7 meters
 AE4665
 AE4665  HISTORY     - Date     Condition        Report By
 AE4665  HISTORY     - 1993     MONUMENTED       MNDT
 AE4665
 AE4665                          STATION DESCRIPTION
 AE4665
 AE4665'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AE4665'1.25 MI (2.01 KM) SOUTH OF HENDERSON, 1.1 MI (1.8 KM) SW ALONG TH 93
 AE4665'FROM JCT OF TH 93 AN D TH 19, AT TH 93 MP 4.5, 71.5 FT (21.8 M) WEST
 AE4665'OF TH 93, 18 FT (5.5 M) SOUTH OF ENT, 12 FT (3.7 M) WNW OF DRIVE, 2.8
 AE4665'FT (0.9 M) NORTH OF P-POLE, 0.7 FT (21.3 CM) WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4666 ***********************************************************************
 AE4666  DESIGNATION -  7212 D
 AE4666  PID         -  AE4666
 AE4666  STATE/COUNTY-  MN/SIBLEY
 AE4666  USGS QUAD   -  HENDERSON (1981)
 AE4666
 AE4666                         *CURRENT SURVEY CONTROL
 AE4666  ___________________________________________________________________
 AE4666* NAD 83(1986)-  44 31 26.     (N)    093 54 21.     (W)     SCALED    
 AE4666* NAVD 88     -       225.201  (meters)     738.85   (feet)  ADJUSTED  
 AE4666  ___________________________________________________________________
 AE4666  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AE4666  DYNAMIC HT  -         225.172 (meters)     738.75  (feet)  COMP
 AE4666  MODELED GRAV-     980,485.5   (mgal)                       NAVD 88
 AE4666
 AE4666  VERT ORDER  -  SECOND    CLASS I
 AE4666
 AE4666.The horizontal coordinates were scaled from a topographic map and have
 AE4666.an estimated accuracy of +/- 6 seconds.
 AE4666
 AE4666.The orthometric height was determined by differential leveling
 AE4666.and adjusted by the National Geodetic Survey in January 1998..
 AE4666
 AE4666.The geoid height was determined by GEOID03.
 AE4666
 AE4666.The dynamic height is computed by dividing the NAVD 88
 AE4666.geopotential number by the normal gravity value computed on the
 AE4666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4666.degrees latitude (g = 980.6199 gals.).
 AE4666
 AE4666.The modeled gravity was interpolated from observed gravity values.
 AE4666
 AE4666;                    North         East    Units  Estimated Accuracy
 AE4666;SPC MN S     -   269,330.      807,490.      MT  (+/- 180 meters Scaled)
 AE4666
 AE4666                          SUPERSEDED SURVEY CONTROL
 AE4666
 AE4666.No superseded survey control is available for this station.
 AE4666
 AE4666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK280304(NAD 83)
 AE4666_MARKER: DD = SURVEY DISK
 AE4666_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE4666_SP_SET: BOX CULVERT
 AE4666_STAMPING: 7212 D 1993
 AE4666_MARK LOGO: MNDT  
 AE4666_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4666+STABILITY: SURFACE MOTION
 AE4666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4666+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AE4666
 AE4666  HISTORY     - Date     Condition        Report By
 AE4666  HISTORY     - 1993     MONUMENTED       MNDT
 AE4666
 AE4666                          STATION DESCRIPTION
 AE4666
 AE4666'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AE4666'0.25 MI (0.40 KM) SOUTH OF HENDERSON, IN BOX CULVERT AT SE COR OF TH
 AE4666'93 BRDG NO 91153 OVER STREAM, 0.3 MI (0.5 KM) SW ALONG TH 93 FROM JCT
 AE4666'OF TH 93 AND TH 19, AT TH 93 MP 5.3, 75.0 FT (22.9 M) WEST OF TH 93,
 AE4666'38.5 FT (11.7 M) SOUTH OF RIDGE RD, 38.0 FT (11.6 M) WSW OF LIGHT
 AE4666'POLE, 1.8 FT (0.5 M) NW OF SE COR OF BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4662 ***********************************************************************
 AE4662  DESIGNATION -  7212 E
 AE4662  PID         -  AE4662
 AE4662  STATE/COUNTY-  MN/SIBLEY
 AE4662  USGS QUAD   -  LE SUEUR (1979)
 AE4662
 AE4662                         *CURRENT SURVEY CONTROL
 AE4662  ___________________________________________________________________
 AE4662* NAD 83(1986)-  44 29 57.     (N)    093 54 19.     (W)     SCALED    
 AE4662* NAVD 88     -       226.598  (meters)     743.43   (feet)  ADJUSTED  
 AE4662  ___________________________________________________________________
 AE4662  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AE4662  DYNAMIC HT  -         226.568 (meters)     743.33  (feet)  COMP
 AE4662  MODELED GRAV-     980,480.5   (mgal)                       NAVD 88
 AE4662
 AE4662  VERT ORDER  -  SECOND    CLASS I
 AE4662
 AE4662.The horizontal coordinates were scaled from a topographic map and have
 AE4662.an estimated accuracy of +/- 6 seconds.
 AE4662
 AE4662.The orthometric height was determined by differential leveling
 AE4662.and adjusted by the National Geodetic Survey in January 1998..
 AE4662
 AE4662.The geoid height was determined by GEOID03.
 AE4662
 AE4662.The dynamic height is computed by dividing the NAVD 88
 AE4662.geopotential number by the normal gravity value computed on the
 AE4662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4662.degrees latitude (g = 980.6199 gals.).
 AE4662
 AE4662.The modeled gravity was interpolated from observed gravity values.
 AE4662
 AE4662;                    North         East    Units  Estimated Accuracy
 AE4662;SPC MN S     -   266,580.      807,530.      MT  (+/- 180 meters Scaled)
 AE4662
 AE4662                          SUPERSEDED SURVEY CONTROL
 AE4662
 AE4662.No superseded survey control is available for this station.
 AE4662
 AE4662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK280277(NAD 83)
 AE4662_MARKER: DD = SURVEY DISK
 AE4662_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE4662_SP_SET: BRIDGE ABUTMENT
 AE4662_STAMPING: 7212 E 1993
 AE4662_MARK LOGO: MNDT  
 AE4662_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4662+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AE4662
 AE4662  HISTORY     - Date     Condition        Report By
 AE4662  HISTORY     - 1993     MONUMENTED       MNDT
 AE4662
 AE4662                          STATION DESCRIPTION
 AE4662
 AE4662'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AE4662'2 MI (3.2 KM) SOUTH OF HENDERSON, IN SE BRIDGE ABUTMENT COR OF TH 93
 AE4662'72005 OVER RUSH RIVER, 2.1 MI (3.4 KM) SW ALONG TH 93 FROM JCT OF TH
 AE4662'93 AND TH 19, AT TH 93 MP 3.5, 25.5 FT (7.8 M) EAST OF TH 93.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4691 ***********************************************************************
 AE4691  DESIGNATION -  7213 A
 AE4691  PID         -  AE4691
 AE4691  STATE/COUNTY-  MN/LE SUEUR
 AE4691  USGS QUAD   -  LE SUEUR (1979)
 AE4691
 AE4691                         *CURRENT SURVEY CONTROL
 AE4691  ___________________________________________________________________
 AE4691* NAD 83(1986)-  44 27 39.     (N)    093 55 00.     (W)     SCALED    
 AE4691* NAVD 88     -       228.489  (meters)     749.63   (feet)  ADJUSTED  
 AE4691  ___________________________________________________________________
 AE4691  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AE4691  DYNAMIC HT  -         228.458 (meters)     749.53  (feet)  COMP
 AE4691  MODELED GRAV-     980,476.3   (mgal)                       NAVD 88
 AE4691
 AE4691  VERT ORDER  -  SECOND    CLASS I
 AE4691
 AE4691.The horizontal coordinates were scaled from a topographic map and have
 AE4691.an estimated accuracy of +/- 6 seconds.
 AE4691
 AE4691.The orthometric height was determined by differential leveling
 AE4691.and adjusted by the National Geodetic Survey in January 1998..
 AE4691
 AE4691.The geoid height was determined by GEOID03.
 AE4691
 AE4691.The dynamic height is computed by dividing the NAVD 88
 AE4691.geopotential number by the normal gravity value computed on the
 AE4691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4691.degrees latitude (g = 980.6199 gals.).
 AE4691
 AE4691.The modeled gravity was interpolated from observed gravity values.
 AE4691
 AE4691;                    North         East    Units  Estimated Accuracy
 AE4691;SPC MN S     -   262,320.      806,630.      MT  (+/- 180 meters Scaled)
 AE4691
 AE4691                          SUPERSEDED SURVEY CONTROL
 AE4691
 AE4691.No superseded survey control is available for this station.
 AE4691
 AE4691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK270234(NAD 83)
 AE4691_MARKER: DB = BENCH MARK DISK
 AE4691_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE4691_SP_SET: CURB
 AE4691_STAMPING: 7213 A 1963
 AE4691_MARK LOGO: MNDT  
 AE4691_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4691_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4691+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2002
 AE4691
 AE4691  HISTORY     - Date     Condition        Report By
 AE4691  HISTORY     - 1963     MONUMENTED       MNDT
 AE4691  HISTORY     - 19930405 GOOD             MNDT
 AE4691  HISTORY     - 20021231 GOOD             MNDT
 AE4691
 AE4691                          STATION DESCRIPTION
 AE4691
 AE4691'DESCRIBED BY MN DEPT OF TRANSP 1993 (WAS)
 AE4691'THE MARK WAS RECOVERED IN GOOD CONDITION AT THE SOUTH EDGE OF THE CITY
 AE4691'OF LE SUEUR, 350 FT (106.7 M) NORTHWEST ALONG TRUNK HIGHWAY 93 FROM
 AE4691'ITS JUNCTION WITH TRUNK 112 IN LE SUEUR, IN THE SE 1/4 OF SECTION 35,
 AE4691'T112N, R26W, 15.0 FT (4.6 M) SOUTH-SOUTHWEST OF AND 3.2 FT (1.0 M)
 AE4691'ABOVE THE CENTERLINE OF TRUNK HIGHWAY 93, AT MILEPOINT 0.1, 43.8 FT
 AE4691'(13.4 M) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF BRIDGE 72007,
 AE4691'TRUNK HIGHWAY 93 OVER THE MINNESOTA RIVER.
 AE4691
 AE4691                          STATION RECOVERY (2002)
 AE4691
 AE4691'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 AE4691'AT SOUTH EDGE OF LE SUEUR, IN LOWER STEP OF RAILROAD BRIDGE 4629 OVER
 AE4691'TRUNK HIGHWAY 93, ON WEST SIDE OF RAILROAD, 350 FEET NORTHWEST OF
 AE4691'JUNCTION OF TRUNK HIGHWAY 93 (BRIDGE ST) AND TRUNK HIGHWAY 112 (MAIN
 AE4691'ST), 15 FEET SOUTH-SOUTHWEST OF TRUNK HIGHWAY 93, 43.8 FEET
 AE4691'SOUTH-SOUTHEAST OF SOUTHWEST CORNER OF TRUNK HIGHWAY 93 BRIDGE OVER
 AE4691'MINNESOTA RIVER, FLUSH, MAGNETIC, NOT SUITABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4654 ***********************************************************************
 AE4654  DESIGNATION -  7213 B
 AE4654  PID         -  AE4654
 AE4654  STATE/COUNTY-  MN/LE SUEUR
 AE4654  USGS QUAD   -  LE SUEUR (1979)
 AE4654
 AE4654                         *CURRENT SURVEY CONTROL
 AE4654  ___________________________________________________________________
 AE4654* NAD 83(1986)-  44 27 44.     (N)    093 55 06.     (W)     SCALED    
 AE4654* NAVD 88     -       227.882  (meters)     747.64   (feet)  ADJUSTED  
 AE4654  ___________________________________________________________________
 AE4654  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AE4654  DYNAMIC HT  -         227.851 (meters)     747.54  (feet)  COMP
 AE4654  MODELED GRAV-     980,476.3   (mgal)                       NAVD 88
 AE4654
 AE4654  VERT ORDER  -  SECOND    CLASS I
 AE4654
 AE4654.The horizontal coordinates were scaled from a topographic map and have
 AE4654.an estimated accuracy of +/- 6 seconds.
 AE4654
 AE4654.The orthometric height was determined by differential leveling
 AE4654.and adjusted by the National Geodetic Survey in January 1998..
 AE4654
 AE4654.The geoid height was determined by GEOID03.
 AE4654
 AE4654.The dynamic height is computed by dividing the NAVD 88
 AE4654.geopotential number by the normal gravity value computed on the
 AE4654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4654.degrees latitude (g = 980.6199 gals.).
 AE4654
 AE4654.The modeled gravity was interpolated from observed gravity values.
 AE4654
 AE4654;                    North         East    Units  Estimated Accuracy
 AE4654;SPC MN S     -   262,470.      806,500.      MT  (+/- 180 meters Scaled)
 AE4654
 AE4654                          SUPERSEDED SURVEY CONTROL
 AE4654
 AE4654.No superseded survey control is available for this station.
 AE4654
 AE4654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK269236(NAD 83)
 AE4654_MARKER: DD = SURVEY DISK
 AE4654_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE4654_SP_SET: BRIDGE ABUTMENT
 AE4654_STAMPING: 7213 B 1993
 AE4654_MARK LOGO: MNDT  
 AE4654_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4654+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AE4654
 AE4654  HISTORY     - Date     Condition        Report By
 AE4654  HISTORY     - 1993     MONUMENTED       MNDT
 AE4654
 AE4654                          STATION DESCRIPTION
 AE4654
 AE4654'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AE4654'IN LE SUEUR, IN SW CORNER OF TH 93 BRIDGE NO 72007 OVER MINNESOTA
 AE4654'RIVER, 0.7 MI (1.1 KM) ESE ALONG TH 93 FROM JCT OF TH 169 AND TH 93
 AE4654'SOUTH, AT TH 93 MP 0.1, 24.0 FT (7.3 M) SSW OF TH 93.  LOCATED IN THE
 AE4654'BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2391 ***********************************************************************
 QO2391  DESIGNATION -  726 A
 QO2391  PID         -  QO2391
 QO2391  STATE/COUNTY-  MN/HENNEPIN
 QO2391  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2391
 QO2391                         *CURRENT SURVEY CONTROL
 QO2391  ___________________________________________________________________
 QO2391* NAD 83(1986)-  45 02 08.     (N)    093 18 14.     (W)     SCALED    
 QO2391* NAVD 88     -       259.462  (meters)     851.25   (feet)  ADJUSTED  
 QO2391  ___________________________________________________________________
 QO2391  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 QO2391  DYNAMIC HT  -         259.458 (meters)     851.24  (feet)  COMP
 QO2391  MODELED GRAV-     980,595.2   (mgal)                       NAVD 88
 QO2391
 QO2391  VERT ORDER  -  SECOND    CLASS II
 QO2391
 QO2391.The horizontal coordinates were scaled from a topographic map and have
 QO2391.an estimated accuracy of +/- 6 seconds.
 QO2391
 QO2391.The orthometric height was determined by differential leveling
 QO2391.and adjusted by the National Geodetic Survey in June 1995..
 QO2391
 QO2391.The geoid height was determined by GEOID03.
 QO2391
 QO2391.The dynamic height is computed by dividing the NAVD 88
 QO2391.geopotential number by the normal gravity value computed on the
 QO2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2391.degrees latitude (g = 980.6199 gals.).
 QO2391
 QO2391.The modeled gravity was interpolated from observed gravity values.
 QO2391
 QO2391;                    North         East    Units  Estimated Accuracy
 QO2391;SPC MN S     -   326,410.      854,850.      MT  (+/- 180 meters Scaled)
 QO2391
 QO2391                          SUPERSEDED SURVEY CONTROL
 QO2391
 QO2391.No superseded survey control is available for this station.
 QO2391
 QO2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK760869(NAD 83)
 QO2391_MARKER: DB = BENCH MARK DISK
 QO2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO2391_SP_SET: CONCRETE MONUMENT
 QO2391_STAMPING: 726 A
 QO2391_MARK LOGO: MN4760
 QO2391_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2391+STABILITY: SURFACE MOTION
 QO2391
 QO2391  HISTORY     - Date     Condition        Report By
 QO2391  HISTORY     - 1980     MONUMENTED       MN4760
 QO2391
 QO2391                          STATION DESCRIPTION
 QO2391
 QO2391'DESCRIBED BY CITY OF MINNEAPOLIS MINNESOTA 1980
 QO2391'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE NW 1/4 OF
 QO2391'SECTION 4, T29N, R24W, IN THE CENTERLINE OF 44TH AVENUE NORTH (TRUNK
 QO2391'HIGHWAY 152) AND THE CENTERLINE OF LOGAN AVENUE NORTH, 1.5 MI
 QO2391'(2.4 KM) SOUTHEAST ALONG TRUNK HIGHWAY 152 FROM ITS JUNCTION WITH
 QO2391'TRUNK HIGHWAY 100 IN BROOKLYN CENTER.  THE MARK, A STANDARD
 QO2391'MINNEAPOLIS CITY MONUMENT DISK STAMPED---726 A---, IS SET IN THE TOP
 QO2391'OF A CONCRETE MONUMENT THAT IS BURIED 6 INCHES BELOW A STEEL COVER
 QO2391'THAT IS LEVEL WITH THE SURFACE OF THE ROAD.  THE STEEL COVER MAKES
 QO2391'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1759 ***********************************************************************
 PP1759  DESIGNATION -  728
 PP1759  PID         -  PP1759
 PP1759  STATE/COUNTY-  MN/CARVER
 PP1759  USGS QUAD   -  SHAKOPEE (1993)
 PP1759
 PP1759                         *CURRENT SURVEY CONTROL
 PP1759  ___________________________________________________________________
 PP1759* NAD 83(1986)-  44 47 21.     (N)    093 36 04.     (W)     SCALED    
 PP1759* NAVD 88     -       222.074  (meters)     728.59   (feet)  ADJUSTED  
 PP1759  ___________________________________________________________________
 PP1759  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 PP1759  DYNAMIC HT  -         222.073 (meters)     728.58  (feet)  COMP
 PP1759  MODELED GRAV-     980,603.0   (mgal)                       NAVD 88
 PP1759
 PP1759  VERT ORDER  -  FIRST     CLASS II
 PP1759
 PP1759.The horizontal coordinates were scaled from a topographic map and have
 PP1759.an estimated accuracy of +/- 6 seconds.
 PP1759
 PP1759.The orthometric height was determined by differential leveling
 PP1759.and adjusted by the National Geodetic Survey in June 1991..
 PP1759
 PP1759.The geoid height was determined by GEOID03.
 PP1759
 PP1759.The dynamic height is computed by dividing the NAVD 88
 PP1759.geopotential number by the normal gravity value computed on the
 PP1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1759.degrees latitude (g = 980.6199 gals.).
 PP1759
 PP1759.The modeled gravity was interpolated from observed gravity values.
 PP1759
 PP1759;                    North         East    Units  Estimated Accuracy
 PP1759;SPC MN S     -   298,880.      831,560.      MT  (+/- 180 meters Scaled)
 PP1759
 PP1759                          SUPERSEDED SURVEY CONTROL
 PP1759
 PP1759  NGVD 29 (??/??/92)  222.039  (m)          728.47   (f) ADJ UNCH    1 2
 PP1759
 PP1759.Superseded values are not recommended for survey control.
 PP1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1759.See file dsdata.txt to determine how the superseded data were derived.
 PP1759
 PP1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK524597(NAD 83)
 PP1759_MARKER: P = PIPE CAP
 PP1759_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP1759_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP1759_STAMPING: 728 ADJ 1903
 PP1759_MARK LOGO: USGS  
 PP1759_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1759+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1992
 PP1759
 PP1759  HISTORY     - Date     Condition        Report By
 PP1759  HISTORY     - 1903     MONUMENTED       USGS
 PP1759  HISTORY     - 1972     GOOD             MNDT
 PP1759  HISTORY     - 1979     GOOD             MNDT
 PP1759  HISTORY     - 19920908 GOOD             MNDT
 PP1759
 PP1759                          STATION DESCRIPTION
 PP1759
 PP1759'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1759'IN CHASKA.
 PP1759'40 FEET WEST OF THE CHASKA CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PP1759'RAILROAD DEPOT, 14 FEET NORTH OF THE TRACK, RIVETED TO A 3 1/2 INCH
 PP1759'PIPE.  CORNER OF S.W. 1/4, SEC 4, T 115N, R 23W.
 PP1759
 PP1759                          STATION RECOVERY (1979)
 PP1759
 PP1759'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
 PP1759'RECOVERED AS DESCRIBED.
 PP1759
 PP1759                          STATION RECOVERY (1992)
 PP1759
 PP1759'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP1759'IN CHASKA, IN THE SE CORNER OF THE JCT OF TH 212 AND TH 41, AT TH 41
 PP1759'MP 2.0, 102.0 FT (31.1 M) EAST OF TH 41, 103.0 FT (31.4 M) NE OF A RR
 PP1759'SIGNAL, 53.8 FT (16.4 M) NW OF THE NW COR OF THE BURNETT REALTY BLDG,
 PP1759'44.5 FT (13.6 M) WEST OF THE RR SEMAPHORE POST, 38.9 FT (11.9 M) SE OF
 PP1759'THE SW COR OF THE OLD RR DEPOT BLDG, 11.0 FT (3.4 M) NORTH OF THE RR
 PP1759'TRACK, AND 8.5 FT (2.6 M) NW OF THE NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1874 ***********************************************************************
 AE1874  DESIGNATION -  73 ES
 AE1874  PID         -  AE1874
 AE1874  STATE/COUNTY-  MN/CARVER
 AE1874  USGS QUAD   -  WATERTOWN (1993)
 AE1874
 AE1874                         *CURRENT SURVEY CONTROL
 AE1874  ___________________________________________________________________
 AE1874* NAD 83(1986)-  44 55 38.     (N)    093 52 11.     (W)     SCALED    
 AE1874* NAVD 88     -       286.024  (meters)     938.40   (feet)  ADJUSTED  
 AE1874  ___________________________________________________________________
 AE1874  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AE1874  DYNAMIC HT  -         286.003 (meters)     938.33  (feet)  COMP
 AE1874  MODELED GRAV-     980,535.7   (mgal)                       NAVD 88
 AE1874
 AE1874  VERT ORDER  -  SECOND    CLASS I
 AE1874
 AE1874.The horizontal coordinates were scaled from a topographic map and have
 AE1874.an estimated accuracy of +/- 6 seconds.
 AE1874
 AE1874.The orthometric height was determined by differential leveling
 AE1874.and adjusted by the National Geodetic Survey in December 1997..
 AE1874
 AE1874.The geoid height was determined by GEOID03.
 AE1874
 AE1874.The dynamic height is computed by dividing the NAVD 88
 AE1874.geopotential number by the normal gravity value computed on the
 AE1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1874.degrees latitude (g = 980.6199 gals.).
 AE1874
 AE1874.The modeled gravity was interpolated from observed gravity values.
 AE1874
 AE1874;                    North         East    Units  Estimated Accuracy
 AE1874;SPC MN S     -   314,150.      810,280.      MT  (+/- 180 meters Scaled)
 AE1874
 AE1874                          SUPERSEDED SURVEY CONTROL
 AE1874
 AE1874.No superseded survey control is available for this station.
 AE1874
 AE1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK313752(NAD 83)
 AE1874_MARKER: DD = SURVEY DISK
 AE1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1874_STAMPING: 73 ES 1955
 AE1874_MARK LOGO: USGS  
 AE1874_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE1874
 AE1874  HISTORY     - Date     Condition        Report By
 AE1874  HISTORY     - 1955     MONUMENTED       USGS
 AE1874  HISTORY     - 1980     GOOD             MNDT
 AE1874
 AE1874                          STATION DESCRIPTION
 AE1874
 AE1874'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE1874'THE MARK IS LOCATED 1.55 MILES NORTH ALONG TRUNK HIGHWAY 25 FROM ITS
 AE1874'JUNCTION WITH TRUNK HIGHWAY 7 NORTH OF MAYER AND IS NEAR HIGHWAY 25
 AE1874'MILE POINT 36.8 IN THE NW 1/4 OF SECTION 20, T117N, R25W.  THE MARK IS
 AE1874'AT THE TOP OF THE EAST BANK OF THE SOUTH FORK CROW RIVER, 263 FEET
 AE1874'NORTH OF THE WEST END OF A 36 INCH CONCRETE CULVERT UNDER HIGHWAY 25,
 AE1874'90 FEET SOUTH OF A POWER POLE, 60 FEET WEST OF THE CENTERLINE OF
 AE1874'HIGHWAY 25 AND 1 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A
 AE1874'STANDARD USGS BENCH MARK DISK STAMPED---73 ES 1955---, IS SET IN THE
 AE1874'TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1186 ***********************************************************************
 SJ1186  DESIGNATION -  73 I
 SJ1186  PID         -  SJ1186
 SJ1186  STATE/COUNTY-  MN/ITASCA
 SJ1186  USGS QUAD   -  NASHWAUK (1969)
 SJ1186
 SJ1186                         *CURRENT SURVEY CONTROL
 SJ1186  ___________________________________________________________________
 SJ1186* NAD 83(1986)-  47 22 54.     (N)    093 10 00.     (W)     SCALED    
 SJ1186* NAVD 88     -       455.467  (meters)    1494.31   (feet)  ADJUSTED  
 SJ1186  ___________________________________________________________________
 SJ1186  GEOID HEIGHT-         -29.73  (meters)                     GEOID03
 SJ1186  DYNAMIC HT  -         455.504 (meters)    1494.43  (feet)  COMP
 SJ1186  MODELED GRAV-     980,680.2   (mgal)                       NAVD 88
 SJ1186
 SJ1186  VERT ORDER  -  SECOND    CLASS 0
 SJ1186
 SJ1186.The horizontal coordinates were scaled from a topographic map and have
 SJ1186.an estimated accuracy of +/- 6 seconds.
 SJ1186
 SJ1186.The orthometric height was determined by differential leveling
 SJ1186.and adjusted by the National Geodetic Survey in June 1991..
 SJ1186
 SJ1186.The geoid height was determined by GEOID03.
 SJ1186
 SJ1186.The dynamic height is computed by dividing the NAVD 88
 SJ1186.geopotential number by the normal gravity value computed on the
 SJ1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1186.degrees latitude (g = 980.6199 gals.).
 SJ1186
 SJ1186.The modeled gravity was interpolated from observed gravity values.
 SJ1186
 SJ1186;                    North         East    Units  Estimated Accuracy
 SJ1186;SPC MN N     -   198,020.      794,970.      MT  (+/- 180 meters Scaled)
 SJ1186
 SJ1186                          SUPERSEDED SURVEY CONTROL
 SJ1186
 SJ1186  NGVD 29 (??/??/92)  455.207  (m)         1493.46   (f) ADJ UNCH    2 0
 SJ1186
 SJ1186.Superseded values are not recommended for survey control.
 SJ1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1186.See file dsdata.txt to determine how the superseded data were derived.
 SJ1186
 SJ1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN874475(NAD 83)
 SJ1186_MARKER: R = RIVET
 SJ1186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SJ1186_SP_SET: FOUNDATION
 SJ1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1186
 SJ1186  HISTORY     - Date     Condition        Report By
 SJ1186  HISTORY     - UNK      MONUMENTED       MNGS
 SJ1186  HISTORY     - 1948     GOOD             NGS
 SJ1186  HISTORY     - 1977     GOOD             MNDT
 SJ1186
 SJ1186                          STATION DESCRIPTION
 SJ1186
 SJ1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SJ1186'IN NASHWAUK.
 SJ1186'AT NASHWAUK, IN THE SOUTHEAST QUARTER OF THE INTERSECTION OF HAWKINS
 SJ1186'AVENUE AND 2ND STREET, SET IN THE WEST CORNER OF THE CONCRETE
 SJ1186'FOUNDATION OF THE NORTHWEST LEG OF THE NASHWAUK WATER TOWER.  A MONEL
 SJ1186'METAL RIVET.
 SJ1186
 SJ1186                          STATION RECOVERY (1977)
 SJ1186
 SJ1186'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 SJ1186'THE MARK WAS FOUND AS DESCRIBED, AT NASHWAUK, ONE CITY BLOCK NORTH OF
 SJ1186'CENTRAL AVENUE OLD TRUNK HIGHWAY 169 AND ONE CITY BLOCK EAST OF
 SJ1186'TRUNK HIGHWAY 65. IT IS 35 FT. SOUTH OF THE CENTER OF HAWKINS AVE. AND
 SJ1186'81 FT. EAST OF THE CENTER OF SECOND ST. IT IS CEMENTED IN THE WEST
 SJ1186'CORNER OF THE CONCRETE BASE FOR THE NORTHWEST LEG OF THE NASHWAUK
 SJ1186'WATER TANK, THREE INCHES HIGHER THAN THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1589 ***********************************************************************
 PP1589  DESIGNATION -  73 MC
 PP1589  PID         -  PP1589
 PP1589  STATE/COUNTY-  MN/RICE
 PP1589  USGS QUAD   -  FARIBAULT (1991)
 PP1589
 PP1589                         *CURRENT SURVEY CONTROL
 PP1589  ___________________________________________________________________
 PP1589* NAD 83(1986)-  44 22 18.     (N)    093 17 12.     (W)     SCALED    
 PP1589* NAVD 88     -       326.251  (meters)    1070.38   (feet)  ADJUSTED  
 PP1589  ___________________________________________________________________
 PP1589  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 PP1589  DYNAMIC HT  -         326.210 (meters)    1070.24  (feet)  COMP
 PP1589  MODELED GRAV-     980,484.1   (mgal)                       NAVD 88
 PP1589
 PP1589  VERT ORDER  -  SECOND    CLASS 0
 PP1589
 PP1589.The horizontal coordinates were scaled from a topographic map and have
 PP1589.an estimated accuracy of +/- 6 seconds.
 PP1589
 PP1589.The orthometric height was determined by differential leveling
 PP1589.and adjusted by the National Geodetic Survey in June 1991..
 PP1589
 PP1589.The geoid height was determined by GEOID03.
 PP1589
 PP1589.The dynamic height is computed by dividing the NAVD 88
 PP1589.geopotential number by the normal gravity value computed on the
 PP1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1589.degrees latitude (g = 980.6199 gals.).
 PP1589
 PP1589.The modeled gravity was interpolated from observed gravity values.
 PP1589
 PP1589;                    North         East    Units  Estimated Accuracy
 PP1589;SPC MN S     -   252,660.      856,850.      MT  (+/- 180 meters Scaled)
 PP1589
 PP1589                          SUPERSEDED SURVEY CONTROL
 PP1589
 PP1589  NGVD 29 (??/??/92)  326.240  (m)         1070.34   (f) ADJ UNCH    2 0
 PP1589
 PP1589.Superseded values are not recommended for survey control.
 PP1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1589.See file dsdata.txt to determine how the superseded data were derived.
 PP1589
 PP1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK771131(NAD 83)
 PP1589_MARKER: DD = SURVEY DISK
 PP1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1589_STAMPING: 73 MC 1958
 PP1589_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1589+STABILITY: SURFACE MOTION
 PP1589
 PP1589  HISTORY     - Date     Condition        Report By
 PP1589  HISTORY     - 1958     MONUMENTED       USGS
 PP1589  HISTORY     - 1970     GOOD             MNDT
 PP1589  HISTORY     - 1988     MARK NOT FOUND   MNDT
 PP1589
 PP1589                          STATION DESCRIPTION
 PP1589
 PP1589'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1589'3.6 MI N FROM FARIBAULT.
 PP1589'MARK IS LOCATED 3.6 MILES NORTH OF THE JUNCTION OF T.H. 65 AND FAI 35,
 PP1589'0.4 MILES EAST OF FAI 35, 400 FEET NORTH OF COUNTY ROAD 9, 114 FEET
 PP1589'EAST OF COUNTY ROAD 76, 78 FEET NORTH OF A FARM ENTRANCE EAST, 2 FEET
 PP1589'NORTHEAST OF A FENCE CORNER, IN A CONCRETE MONUMENT SET FLUSH WITH THE
 PP1589'GROUND.  SE 1/4 SECTION 36, T 111N, R 21W.
 PP1589
 PP1589                          STATION RECOVERY (1988)
 PP1589
 PP1589'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP1589'SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5982 ***********************************************************************
 AC5982  DESIGNATION -  7301 A
 AC5982  PID         -  AC5982
 AC5982  STATE/COUNTY-  MN/STEARNS
 AC5982  USGS QUAD   -  LAKE HENRY (1967)
 AC5982
 AC5982                         *CURRENT SURVEY CONTROL
 AC5982  ___________________________________________________________________
 AC5982* NAD 83(1986)-  45 25 12.     (N)    094 47 01.     (W)     SCALED    
 AC5982* NAVD 88     -       396.039  (meters)    1299.34   (feet)  ADJUSTED  
 AC5982  ___________________________________________________________________
 AC5982  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AC5982  DYNAMIC HT  -         396.017 (meters)    1299.27  (feet)  COMP
 AC5982  MODELED GRAV-     980,547.3   (mgal)                       NAVD 88
 AC5982
 AC5982  VERT ORDER  -  SECOND    CLASS I
 AC5982
 AC5982.The horizontal coordinates were scaled from a topographic map and have
 AC5982.an estimated accuracy of +/- 6 seconds.
 AC5982
 AC5982.The orthometric height was determined by differential leveling
 AC5982.and adjusted by the National Geodetic Survey in March 1997..
 AC5982
 AC5982.The geoid height was determined by GEOID03.
 AC5982
 AC5982.The dynamic height is computed by dividing the NAVD 88
 AC5982.geopotential number by the normal gravity value computed on the
 AC5982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5982.degrees latitude (g = 980.6199 gals.).
 AC5982
 AC5982.The modeled gravity was interpolated from observed gravity values.
 AC5982
 AC5982;                    North         East    Units  Estimated Accuracy
 AC5982;SPC MN C     -   146,820.      758,230.      MT  (+/- 180 meters Scaled)
 AC5982
 AC5982                          SUPERSEDED SURVEY CONTROL
 AC5982
 AC5982.No superseded survey control is available for this station.
 AC5982
 AC5982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL604311(NAD 83)
 AC5982_MARKER: DD = SURVEY DISK
 AC5982_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC5982_SP_SET: CONCRETE FOOTING
 AC5982_STAMPING: 7301 A 1995
 AC5982_MARK LOGO: MNDT  
 AC5982_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC5982_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5982+STABILITY: POSITION/ELEVATION WELL
 AC5982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5982+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5982
 AC5982  HISTORY     - Date     Condition        Report By
 AC5982  HISTORY     - 1995     MONUMENTED       MNDT
 AC5982
 AC5982                          STATION DESCRIPTION
 AC5982
 AC5982'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5982'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SSE OF LAKE HENRY, IN CONC
 AC5982'FOOTING OF NW LEG OF HIGH TENSION POWER TOWER NO 1433, 2.3 MI (3.7 KM)
 AC5982'NORTH ALONG TH 4 FROM JCT OF TH 4 AND TH 55 WEST OF PAYNESVILLE, AT TH
 AC5982'4 MP 145.55, 113 FT (34.4 M) EAST OF TH 4, 4.6 FT (1.4 M) WEST OF WIT
 AC5982'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5983 ***********************************************************************
 AC5983  DESIGNATION -  7301 B
 AC5983  PID         -  AC5983
 AC5983  STATE/COUNTY-  MN/STEARNS
 AC5983  USGS QUAD   -  LAKE HENRY (1967)
 AC5983
 AC5983                         *CURRENT SURVEY CONTROL
 AC5983  ___________________________________________________________________
 AC5983* NAD 83(1986)-  45 26 04.     (N)    094 47 04.     (W)     SCALED    
 AC5983* NAVD 88     -       392.693  (meters)    1288.36   (feet)  ADJUSTED  
 AC5983  ___________________________________________________________________
 AC5983  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AC5983  DYNAMIC HT  -         392.671 (meters)    1288.29  (feet)  COMP
 AC5983  MODELED GRAV-     980,549.4   (mgal)                       NAVD 88
 AC5983
 AC5983  VERT ORDER  -  SECOND    CLASS I
 AC5983
 AC5983.The horizontal coordinates were scaled from a topographic map and have
 AC5983.an estimated accuracy of +/- 6 seconds.
 AC5983
 AC5983.The orthometric height was determined by differential leveling
 AC5983.and adjusted by the National Geodetic Survey in March 1997..
 AC5983
 AC5983.The geoid height was determined by GEOID03.
 AC5983
 AC5983.The dynamic height is computed by dividing the NAVD 88
 AC5983.geopotential number by the normal gravity value computed on the
 AC5983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5983.degrees latitude (g = 980.6199 gals.).
 AC5983
 AC5983.The modeled gravity was interpolated from observed gravity values.
 AC5983
 AC5983;                    North         East    Units  Estimated Accuracy
 AC5983;SPC MN C     -   148,430.      758,180.      MT  (+/- 180 meters Scaled)
 AC5983
 AC5983                          SUPERSEDED SURVEY CONTROL
 AC5983
 AC5983.No superseded survey control is available for this station.
 AC5983
 AC5983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL604327(NAD 83)
 AC5983_MARKER: DD = SURVEY DISK
 AC5983_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC5983_SP_SET: CONCRETE FOOTING
 AC5983_STAMPING: 7301 B 1995
 AC5983_MARK LOGO: MNDT  
 AC5983_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC5983_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5983+STABILITY: POSITION/ELEVATION WELL
 AC5983_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5983+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5983
 AC5983  HISTORY     - Date     Condition        Report By
 AC5983  HISTORY     - 1995     MONUMENTED       MNDT
 AC5983
 AC5983                          STATION DESCRIPTION
 AC5983
 AC5983'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5983'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SSE OF LAKE HENRY, IN CONC
 AC5983'FOOTING OF SE LEG OF HIGH TENSION POWER TOWER NO 1429, 3.3 MI (5.3 KM)
 AC5983'NORTH ALONG TH 4 FROM JCT OF TH 4 AND TH 55 WEST OF PAYNESVILLE, AT TH
 AC5983'4 MP 146.55, 122 FT (37.2 M) WEST OF TH 4, 40.5 FT (12.3 M) NORTH OF
 AC5983'E-W FENCELINE, 35 FT (10.7 M) NORTH OF EXTENDED FIELD ENT, 4.6 FT (1.4
 AC5983'M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5984 ***********************************************************************
 AC5984  DESIGNATION -  7301 C
 AC5984  PID         -  AC5984
 AC5984  STATE/COUNTY-  MN/STEARNS
 AC5984  USGS QUAD   -  LAKE HENRY (1967)
 AC5984
 AC5984                         *CURRENT SURVEY CONTROL
 AC5984  ___________________________________________________________________
 AC5984* NAD 83(1986)-  45 26 56.     (N)    094 47 22.     (W)     SCALED    
 AC5984* NAVD 88     -       393.736  (meters)    1291.78   (feet)  ADJUSTED  
 AC5984  ___________________________________________________________________
 AC5984  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AC5984  DYNAMIC HT  -         393.715 (meters)    1291.71  (feet)  COMP
 AC5984  MODELED GRAV-     980,551.4   (mgal)                       NAVD 88
 AC5984
 AC5984  VERT ORDER  -  SECOND    CLASS I
 AC5984
 AC5984.The horizontal coordinates were scaled from a topographic map and have
 AC5984.an estimated accuracy of +/- 6 seconds.
 AC5984
 AC5984.The orthometric height was determined by differential leveling
 AC5984.and adjusted by the National Geodetic Survey in March 1997..
 AC5984
 AC5984.Photographs are available for this station.
 AC5984
 AC5984.The geoid height was determined by GEOID03.
 AC5984
 AC5984.The dynamic height is computed by dividing the NAVD 88
 AC5984.geopotential number by the normal gravity value computed on the
 AC5984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5984.degrees latitude (g = 980.6199 gals.).
 AC5984
 AC5984.The modeled gravity was interpolated from observed gravity values.
 AC5984
 AC5984;                    North         East    Units  Estimated Accuracy
 AC5984;SPC MN C     -   150,040.      757,800.      MT  (+/- 180 meters Scaled)
 AC5984
 AC5984                          SUPERSEDED SURVEY CONTROL
 AC5984
 AC5984.No superseded survey control is available for this station.
 AC5984
 AC5984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL600343(NAD 83)
 AC5984_MARKER: DD = SURVEY DISK
 AC5984_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC5984_STAMPING: 7301 C 1995
 AC5984_MARK LOGO: MNDT  
 AC5984_PROJECTION: RECESSED 5 CENTIMETERS
 AC5984_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC5984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5984+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 AC5984_ROD/PIPE-DEPTH:  9.1 meters
 AC5984
 AC5984  HISTORY     - Date     Condition        Report By
 AC5984  HISTORY     - 1995     MONUMENTED       MNDT
 AC5984  HISTORY     - 20031120 GOOD             MNDT
 AC5984
 AC5984                          STATION DESCRIPTION
 AC5984
 AC5984'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5984'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SE OF LAKE HENRY, 4.4 MI (7.1
 AC5984'KM) NORTH ALONG TH 4 FROM JCT OF TH 4 AND TH 55 WEST OF PAYNESVILLE,
 AC5984'AT TH 4 MP 147.65, 75 FT (22.9 M) SW OF TH 4, 2.3 FT (0.7 M) SE OF R/W
 AC5984'POST, 2.4 FT (0.7 M) SOUTH OF E-W FENCELINE, 1.3 FT (0.4 M) NORTH OF
 AC5984'WIT POST.  THE MARK IS A MNDT ALUMINUM DISK ON 30 FT (9.1 M) LONG
 AC5984'DRIVEN ALUMINUM ROD.
 AC5984
 AC5984                          STATION RECOVERY (2003)
 AC5984
 AC5984'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 AC5984'1 MILES SOUTHEAST OF LAKE HENRY, 4.4 MILES NORTH ALONG TRUNK HIGHWAY 4
 AC5984'FROM JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 55 WEST OF
 AC5984'PAYNESVILLE, AT TRUNK HIGHWAY 4 MILEPOINT 147.65, 75 FEET SOUTHWEST OF
 AC5984'TRUNK HIGHWAY 4, 2.3 FEET SOUTHEAST OF R/W POST, 2.4 FEET SOUTH OF
 AC5984'EAST-WEST FENCELINE, 1.3 FEET NORTH OF WITNESS POST, STATION IS MNDT
 AC5984'ALUMINUM DISK ON 30 FEET LONG DRIVEN ALUMINUM ROD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5985 ***********************************************************************
 AC5985  DESIGNATION -  7301 D
 AC5985  PID         -  AC5985
 AC5985  STATE/COUNTY-  MN/STEARNS
 AC5985  USGS QUAD   -  LAKE HENRY (1967)
 AC5985
 AC5985                         *CURRENT SURVEY CONTROL
 AC5985  ___________________________________________________________________
 AC5985* NAD 83(1986)-  45 27 27.     (N)    094 47 48.     (W)     SCALED    
 AC5985* NAVD 88     -       399.088  (meters)    1309.34   (feet)  ADJUSTED  
 AC5985  ___________________________________________________________________
 AC5985  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AC5985  DYNAMIC HT  -         399.068 (meters)    1309.28  (feet)  COMP
 AC5985  MODELED GRAV-     980,552.6   (mgal)                       NAVD 88
 AC5985
 AC5985  VERT ORDER  -  SECOND    CLASS I
 AC5985
 AC5985.The horizontal coordinates were scaled from a topographic map and have
 AC5985.an estimated accuracy of +/- 6 seconds.
 AC5985
 AC5985.The orthometric height was determined by differential leveling
 AC5985.and adjusted by the National Geodetic Survey in March 1997..
 AC5985
 AC5985.Photographs are available for this station.
 AC5985
 AC5985.The geoid height was determined by GEOID03.
 AC5985
 AC5985.The dynamic height is computed by dividing the NAVD 88
 AC5985.geopotential number by the normal gravity value computed on the
 AC5985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5985.degrees latitude (g = 980.6199 gals.).
 AC5985
 AC5985.The modeled gravity was interpolated from observed gravity values.
 AC5985
 AC5985;                    North         East    Units  Estimated Accuracy
 AC5985;SPC MN C     -   151,000.      757,240.      MT  (+/- 180 meters Scaled)
 AC5985
 AC5985                          SUPERSEDED SURVEY CONTROL
 AC5985
 AC5985.No superseded survey control is available for this station.
 AC5985
 AC5985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL595353(NAD 83)
 AC5985_MARKER: DD = SURVEY DISK
 AC5985_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC5985_STAMPING: 7301 D 1995
 AC5985_MARK LOGO: MNDT  
 AC5985_PROJECTION: RECESSED 8 CENTIMETERS
 AC5985_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC5985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5985+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 AC5985_ROD/PIPE-DEPTH:  4.6 meters
 AC5985
 AC5985  HISTORY     - Date     Condition        Report By
 AC5985  HISTORY     - 1995     MONUMENTED       MNDT
 AC5985  HISTORY     - 20031120 GOOD             MNDT
 AC5985
 AC5985                          STATION DESCRIPTION
 AC5985
 AC5985'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5985'THE MARK IS LOCATED AT SOUTH EDGE OF LAKE HENRY, 5.1 MI (8.2 KM) NORTH
 AC5985'ALONG TH 4 FROM JCT OF TH 4 AND TH 55 WEST OF PAYNESVILLE, AT TH 4 MP
 AC5985'148.3, 84 FT (25.6 M) WSW OF TH 4, 206 FT (62.8 M) SE OF DRIVEWAY TO
 AC5985'CEMETERY, 2.7 FT (0.8 M) NNW OF P-POLE, 1.5 FT (0.5 M) EAST OF WIT
 AC5985'POST.  THE MARK IS A MNDT ALUMINUM DISK ON 15 FT (4.6 M) LONG DRIVEN
 AC5985'ALUMINUN ROD.
 AC5985
 AC5985                          STATION RECOVERY (2003)
 AC5985
 AC5985'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 AC5985'AT SOUTH EDGE OF LAKE HENRY, 5.1 MILES NORTH ALONG TRUNK HIGHWAY 4
 AC5985'FROM JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 55 WEST OF
 AC5985'PAYNESVILLE, AT TRUNK HIGHWAY 4 MILEPOINT 148.3, 84 FEET
 AC5985'WEST-SOUTHWEST OF TRUNK HIGHWAY 4, 206 FEET SOUTHEAST OF DRIVEWAY TO
 AC5985'CEMETERY, 2.7 FEET NORTH-NORTHWEST OF POWER POLE, 1.5 FEET EAST OF
 AC5985'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5986 ***********************************************************************
 AC5986  DESIGNATION -  7301 E
 AC5986  PID         -  AC5986
 AC5986  STATE/COUNTY-  MN/STEARNS
 AC5986  USGS QUAD   -  LAKE HENRY (1967)
 AC5986
 AC5986                         *CURRENT SURVEY CONTROL
 AC5986  ___________________________________________________________________
 AC5986* NAD 83(1986)-  45 28 20.     (N)    094 48 12.     (W)     SCALED    
 AC5986* NAVD 88     -       390.130  (meters)    1279.95   (feet)  ADJUSTED  
 AC5986  ___________________________________________________________________
 AC5986  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AC5986  DYNAMIC HT  -         390.111 (meters)    1279.89  (feet)  COMP
 AC5986  MODELED GRAV-     980,554.7   (mgal)                       NAVD 88
 AC5986
 AC5986  VERT ORDER  -  SECOND    CLASS I
 AC5986
 AC5986.The horizontal coordinates were scaled from a topographic map and have
 AC5986.an estimated accuracy of +/- 6 seconds.
 AC5986
 AC5986.The orthometric height was determined by differential leveling
 AC5986.and adjusted by the National Geodetic Survey in March 1997..
 AC5986
 AC5986.The geoid height was determined by GEOID03.
 AC5986
 AC5986.The dynamic height is computed by dividing the NAVD 88
 AC5986.geopotential number by the normal gravity value computed on the
 AC5986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5986.degrees latitude (g = 980.6199 gals.).
 AC5986
 AC5986.The modeled gravity was interpolated from observed gravity values.
 AC5986
 AC5986;                    North         East    Units  Estimated Accuracy
 AC5986;SPC MN C     -   152,640.      756,730.      MT  (+/- 180 meters Scaled)
 AC5986
 AC5986                          SUPERSEDED SURVEY CONTROL
 AC5986
 AC5986.No superseded survey control is available for this station.
 AC5986
 AC5986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL590369(NAD 83)
 AC5986_MARKER: DD = SURVEY DISK
 AC5986_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC5986_STAMPING: 7301 E 1995
 AC5986_MARK LOGO: MNDT  
 AC5986_PROJECTION: RECESSED 3 CENTIMETERS
 AC5986_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC5986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5986+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5986_ROD/PIPE-DEPTH:  7.6 meters
 AC5986
 AC5986  HISTORY     - Date     Condition        Report By
 AC5986  HISTORY     - 1995     MONUMENTED       MNDT
 AC5986
 AC5986                          STATION DESCRIPTION
 AC5986
 AC5986'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5986'THE MARK IS LOCATED ABOUT 0.8 MI (1.3 KM) NNW OF LAKE HENRY, 6.2 MI
 AC5986'(10.0 KM) NORTH ALONG TH 4 FROM JCT OF TH 4 AND TH 55 WEST OF
 AC5986'PAYNESVILLE, AT TH 4 MP 149.4, 68.5 FT (20.9 M) WSW OF TH 4, 3.4 FT
 AC5986'(1.0 M) SSE OF P-POLE, 13.5 FT (4.1 M) NNW OF 10 INCH NORWAY PINE
 AC5986'TREE, 1.4 FT (0.4 M) NNW OF WIT POST.  THE MARK IS A MNDT ALUMINUM
 AC5986'DISK ON 25 FT (7.6 M) LONG DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5987 ***********************************************************************
 AC5987  DESIGNATION -  7301 F
 AC5987  PID         -  AC5987
 AC5987  STATE/COUNTY-  MN/STEARNS
 AC5987  USGS QUAD   -  LAKE HENRY (1967)
 AC5987
 AC5987                         *CURRENT SURVEY CONTROL
 AC5987  ___________________________________________________________________
 AC5987* NAD 83(1986)-  45 29 06.     (N)    094 48 29.     (W)     SCALED    
 AC5987* NAVD 88     -       389.126  (meters)    1276.66   (feet)  ADJUSTED  
 AC5987  ___________________________________________________________________
 AC5987  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 AC5987  DYNAMIC HT  -         389.108 (meters)    1276.60  (feet)  COMP
 AC5987  MODELED GRAV-     980,556.5   (mgal)                       NAVD 88
 AC5987
 AC5987  VERT ORDER  -  SECOND    CLASS I
 AC5987
 AC5987.The horizontal coordinates were scaled from a topographic map and have
 AC5987.an estimated accuracy of +/- 6 seconds.
 AC5987
 AC5987.The orthometric height was determined by differential leveling
 AC5987.and adjusted by the National Geodetic Survey in March 1997..
 AC5987
 AC5987.The geoid height was determined by GEOID03.
 AC5987
 AC5987.The dynamic height is computed by dividing the NAVD 88
 AC5987.geopotential number by the normal gravity value computed on the
 AC5987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5987.degrees latitude (g = 980.6199 gals.).
 AC5987
 AC5987.The modeled gravity was interpolated from observed gravity values.
 AC5987
 AC5987;                    North         East    Units  Estimated Accuracy
 AC5987;SPC MN C     -   154,060.      756,370.      MT  (+/- 180 meters Scaled)
 AC5987
 AC5987                          SUPERSEDED SURVEY CONTROL
 AC5987
 AC5987.No superseded survey control is available for this station.
 AC5987
 AC5987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL587384(NAD 83)
 AC5987_MARKER: DD = SURVEY DISK
 AC5987_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC5987_STAMPING: 7301 F 1995
 AC5987_MARK LOGO: MNDT  
 AC5987_PROJECTION: RECESSED 5 CENTIMETERS
 AC5987_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC5987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5987+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5987_ROD/PIPE-DEPTH:  4.6 meters
 AC5987
 AC5987  HISTORY     - Date     Condition        Report By
 AC5987  HISTORY     - 1995     MONUMENTED       MNDT
 AC5987
 AC5987                          STATION DESCRIPTION
 AC5987
 AC5987'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5987'THE MARK IS LOCATED ABOUT 1.8 MI (2.9 KM) NNW OF LAKE HENRY, 7.1 MI
 AC5987'(11.4 KM) NORTH ALONG TH 4 FROM JCT OF TH 4 AND TH 55 WEST OF
 AC5987'PAYNESVILLE, AT TH 4 MP 150.3, 70 FT (21.3 M) WSW OF TH 4, 2.6 FT (0.8
 AC5987'M) NNW OF P-POLE, 143 FT (43.6 M) SOUTH OF CO RD 32, 109.8 FT (33.5 M)
 AC5987'SSE OF TEL CABLE PEDESTAL, 84.0 FT (25.6 M) NNW OF TEL CABLE PEDESTAL,
 AC5987'1.5 FT (0.5 M) SSE OF WIT POST.  THE MARK IS A MNDT ALUMINUM DISK ON
 AC5987'15 FT (4.6 M) LONG DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5988 ***********************************************************************
 AC5988  DESIGNATION -  7301 G
 AC5988  PID         -  AC5988
 AC5988  STATE/COUNTY-  MN/STEARNS
 AC5988  USGS QUAD   -  GREENWALD (1965)
 AC5988
 AC5988                         *CURRENT SURVEY CONTROL
 AC5988  ___________________________________________________________________
 AC5988* NAD 83(1986)-  45 30 00.     (N)    094 48 34.     (W)     SCALED    
 AC5988* NAVD 88     -       391.403  (meters)    1284.13   (feet)  ADJUSTED  
 AC5988  ___________________________________________________________________
 AC5988  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 AC5988  DYNAMIC HT  -         391.385 (meters)    1284.07  (feet)  COMP
 AC5988  MODELED GRAV-     980,559.1   (mgal)                       NAVD 88
 AC5988
 AC5988  VERT ORDER  -  SECOND    CLASS I
 AC5988
 AC5988.The horizontal coordinates were scaled from a topographic map and have
 AC5988.an estimated accuracy of +/- 6 seconds.
 AC5988
 AC5988.The orthometric height was determined by differential leveling
 AC5988.and adjusted by the National Geodetic Survey in March 1997..
 AC5988
 AC5988.The geoid height was determined by GEOID03.
 AC5988
 AC5988.The dynamic height is computed by dividing the NAVD 88
 AC5988.geopotential number by the normal gravity value computed on the
 AC5988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5988.degrees latitude (g = 980.6199 gals.).
 AC5988
 AC5988.The modeled gravity was interpolated from observed gravity values.
 AC5988
 AC5988;                    North         East    Units  Estimated Accuracy
 AC5988;SPC MN C     -   155,730.      756,270.      MT  (+/- 180 meters Scaled)
 AC5988
 AC5988                          SUPERSEDED SURVEY CONTROL
 AC5988
 AC5988.No superseded survey control is available for this station.
 AC5988
 AC5988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL586400(NAD 83)
 AC5988_MARKER: DD = SURVEY DISK
 AC5988_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC5988_STAMPING: 7301 G 1995
 AC5988_MARK LOGO: MNDT  
 AC5988_PROJECTION: RECESSED 5 CENTIMETERS
 AC5988_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC5988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5988+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5988_ROD/PIPE-DEPTH:  6.1 meters
 AC5988
 AC5988  HISTORY     - Date     Condition        Report By
 AC5988  HISTORY     - 1995     MONUMENTED       MNDT
 AC5988
 AC5988                          STATION DESCRIPTION
 AC5988
 AC5988'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5988'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) NNW OF LAKE HENRY, 8.15 MI
 AC5988'(13.12 KM) NORTH ALONG TH 4 FROM JCT OF TH 4 AND TH 55 WEST OF
 AC5988'PAYNESVILLE, AT TH 4 MP 151.3, 66.5 FT (20.3 M) WEST OF TH 4, 98.5 FT
 AC5988'(30.0 M) SOUTH OF DRIVEWAY, 1.8 FT (0.5 M) SOUTH OF P-POLE, 1.4 FT
 AC5988'(0.4 M) NORTH OF WIT POST.  THE MARK IS A MNDT ALUMINUM DISK ON 20 FT
 AC5988'(6.1 M) LONG DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5989 ***********************************************************************
 AC5989  DESIGNATION -  7301 H
 AC5989  PID         -  AC5989
 AC5989  STATE/COUNTY-  MN/STEARNS
 AC5989  USGS QUAD   -  GREENWALD (1965)
 AC5989
 AC5989                         *CURRENT SURVEY CONTROL
 AC5989  ___________________________________________________________________
 AC5989* NAD 83(1986)-  45 30 50.     (N)    094 48 34.     (W)     SCALED    
 AC5989* NAVD 88     -       387.607  (meters)    1271.67   (feet)  ADJUSTED  
 AC5989  ___________________________________________________________________
 AC5989  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AC5989  DYNAMIC HT  -         387.590 (meters)    1271.62  (feet)  COMP
 AC5989  MODELED GRAV-     980,560.5   (mgal)                       NAVD 88
 AC5989
 AC5989  VERT ORDER  -  SECOND    CLASS I
 AC5989
 AC5989.The horizontal coordinates were scaled from a topographic map and have
 AC5989.an estimated accuracy of +/- 6 seconds.
 AC5989
 AC5989.The orthometric height was determined by differential leveling
 AC5989.and adjusted by the National Geodetic Survey in March 1997..
 AC5989
 AC5989.The geoid height was determined by GEOID03.
 AC5989
 AC5989.The dynamic height is computed by dividing the NAVD 88
 AC5989.geopotential number by the normal gravity value computed on the
 AC5989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5989.degrees latitude (g = 980.6199 gals.).
 AC5989
 AC5989.The modeled gravity was interpolated from observed gravity values.
 AC5989
 AC5989;                    North         East    Units  Estimated Accuracy
 AC5989;SPC MN C     -   157,270.      756,290.      MT  (+/- 180 meters Scaled)
 AC5989
 AC5989                          SUPERSEDED SURVEY CONTROL
 AC5989
 AC5989.No superseded survey control is available for this station.
 AC5989
 AC5989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL586416(NAD 83)
 AC5989_MARKER: DD = SURVEY DISK
 AC5989_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC5989_STAMPING: 7301 H 1995
 AC5989_MARK LOGO: MNDT  
 AC5989_PROJECTION: PROJECTING 3 CENTIMETERS
 AC5989_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC5989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5989+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5989_ROD/PIPE-DEPTH:  4.6 meters
 AC5989
 AC5989  HISTORY     - Date     Condition        Report By
 AC5989  HISTORY     - 1995     MONUMENTED       MNDT
 AC5989
 AC5989                          STATION DESCRIPTION
 AC5989
 AC5989'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5989'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NNW OF LAKE HENRY, 9.15 MI
 AC5989'(14.73 KM) NORTH ALONG TH 4 FROM JCT OF TH 4 AND TH 55 WEST OF
 AC5989'PAYNESVILLE, AT TH 4 MP 152.3, 71.5 FT (21.8 M) WEST OF TH 4, 31.5 FT
 AC5989'(9.6 M) NORTH OF FIELD ENT, 3.1 FT (0.9 M) SOUTH OF P-POLE, 1.8 FT
 AC5989'(0.5 M) NORTH OF WIT POST.  THE MARK IS A MNDT ALUMINUM DISK ON 15 FT
 AC5989'(4.6 M) LONG DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5990 ***********************************************************************
 AC5990  DESIGNATION -  7301 J
 AC5990  PID         -  AC5990
 AC5990  STATE/COUNTY-  MN/STEARNS
 AC5990  USGS QUAD   -  GREENWALD (1965)
 AC5990
 AC5990                         *CURRENT SURVEY CONTROL
 AC5990  ___________________________________________________________________
 AC5990* NAD 83(1986)-  45 31 42.     (N)    094 48 30.     (W)     SCALED    
 AC5990* NAVD 88     -       374.968  (meters)    1230.21   (feet)  ADJUSTED  
 AC5990  ___________________________________________________________________
 AC5990  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AC5990  DYNAMIC HT  -         374.951 (meters)    1230.15  (feet)  COMP
 AC5990  MODELED GRAV-     980,561.5   (mgal)                       NAVD 88
 AC5990
 AC5990  VERT ORDER  -  SECOND    CLASS I
 AC5990
 AC5990.The horizontal coordinates were scaled from a topographic map and have
 AC5990.an estimated accuracy of +/- 6 seconds.
 AC5990
 AC5990.The orthometric height was determined by differential leveling
 AC5990.and adjusted by the National Geodetic Survey in March 1997..
 AC5990
 AC5990.The geoid height was determined by GEOID03.
 AC5990
 AC5990.The dynamic height is computed by dividing the NAVD 88
 AC5990.geopotential number by the normal gravity value computed on the
 AC5990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5990.degrees latitude (g = 980.6199 gals.).
 AC5990
 AC5990.The modeled gravity was interpolated from observed gravity values.
 AC5990
 AC5990;                    North         East    Units  Estimated Accuracy
 AC5990;SPC MN C     -   158,880.      756,380.      MT  (+/- 180 meters Scaled)
 AC5990
 AC5990                          SUPERSEDED SURVEY CONTROL
 AC5990
 AC5990.No superseded survey control is available for this station.
 AC5990
 AC5990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL587432(NAD 83)
 AC5990_MARKER: DD = SURVEY DISK
 AC5990_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC5990_STAMPING: 7301 J 1995
 AC5990_MARK LOGO: MNDT  
 AC5990_PROJECTION: RECESSED 5 CENTIMETERS
 AC5990_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC5990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5990+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5990_ROD/PIPE-DEPTH:  9.1 meters
 AC5990
 AC5990  HISTORY     - Date     Condition        Report By
 AC5990  HISTORY     - 1995     MONUMENTED       MNDT
 AC5990
 AC5990                          STATION DESCRIPTION
 AC5990
 AC5990'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5990'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) EAST OF SPRING HILL, 10.15 MI
 AC5990'(16.33 KM) NNW ALONG TH 4 FROM JCT OF TH 4 AND TH 55 WEST OF
 AC5990'PAYNESVILLE, AT TH 4 MP 153.3, 72 FT (21.9 M) EAST OF TH 4, 48 FT
 AC5990'(14.6 M) NORTH OF CO RD 14, 3.9 FT (1.2 M) EAST OF P-POLE NO 194, 79.8
 AC5990'FT (24.3 M) NORTH OF FIBER OPTIC CABLE MARKER, 1.6 FT (0.5 M) WEST OF
 AC5990'WIT POST.  THE MARK IS A MNDT ALUMINUM ROD ON 30 FT (9.1 M) LONG
 AC5990'DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5991 ***********************************************************************
 AC5991  DESIGNATION -  7301 K
 AC5991  PID         -  AC5991
 AC5991  STATE/COUNTY-  MN/STEARNS
 AC5991  USGS QUAD   -  GREENWALD (1965)
 AC5991
 AC5991                         *CURRENT SURVEY CONTROL
 AC5991  ___________________________________________________________________
 AC5991* NAD 83(1986)-  45 32 32.     (N)    094 49 07.     (W)     SCALED    
 AC5991* NAVD 88     -       364.860  (meters)    1197.04   (feet)  ADJUSTED  
 AC5991  ___________________________________________________________________
 AC5991  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AC5991  DYNAMIC HT  -         364.844 (meters)    1196.99  (feet)  COMP
 AC5991  MODELED GRAV-     980,561.8   (mgal)                       NAVD 88
 AC5991
 AC5991  VERT ORDER  -  SECOND    CLASS I
 AC5991
 AC5991.The horizontal coordinates were scaled from a topographic map and have
 AC5991.an estimated accuracy of +/- 6 seconds.
 AC5991
 AC5991.The orthometric height was determined by differential leveling
 AC5991.and adjusted by the National Geodetic Survey in March 1997..
 AC5991
 AC5991.The geoid height was determined by GEOID03.
 AC5991
 AC5991.The dynamic height is computed by dividing the NAVD 88
 AC5991.geopotential number by the normal gravity value computed on the
 AC5991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5991.degrees latitude (g = 980.6199 gals.).
 AC5991
 AC5991.The modeled gravity was interpolated from observed gravity values.
 AC5991
 AC5991;                    North         East    Units  Estimated Accuracy
 AC5991;SPC MN C     -   160,430.      755,590.      MT  (+/- 180 meters Scaled)
 AC5991
 AC5991                          SUPERSEDED SURVEY CONTROL
 AC5991
 AC5991.No superseded survey control is available for this station.
 AC5991
 AC5991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL580447(NAD 83)
 AC5991_MARKER: DD = SURVEY DISK
 AC5991_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC5991_SP_SET: CONCRETE FOOTING
 AC5991_STAMPING: 7301 K 1995
 AC5991_MARK LOGO: MNDT  
 AC5991_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC5991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5991+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5991
 AC5991  HISTORY     - Date     Condition        Report By
 AC5991  HISTORY     - 1995     MONUMENTED       MNDT
 AC5991
 AC5991                          STATION DESCRIPTION
 AC5991
 AC5991'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5991'THE MARK IS LOCATED ABOUT 1.35 MI (2.17 KM) NE OF SPRING HILL, IN CONC
 AC5991'FOOTING OF SE LEG OF HIGH TENSION POWER TOWER NO 1396, 10.85 MI (17.46
 AC5991'KM) NNW ALONG TH 4 FROM JCT OF TH 4 AND TH 55 WEST OF PAYNESVILLE, AT
 AC5991'TH 4 MP 154.4, 78.5 FT (23.9 M) SW OF TH 4, 115.5 FT (35.2 M) SOUTH OF
 AC5991'GRAVEL RD, 155.6 FT (47.4 M) SSE OF TEL CABLE PEDESTAL NO B33, 2.6 FT
 AC5991'(0.8 M) NE OF WIT POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5992 ***********************************************************************
 AC5992  DESIGNATION -  7301 L
 AC5992  PID         -  AC5992
 AC5992  STATE/COUNTY-  MN/STEARNS
 AC5992  USGS QUAD   -  GREENWALD (1965)
 AC5992
 AC5992                         *CURRENT SURVEY CONTROL
 AC5992  ___________________________________________________________________
 AC5992* NAD 83(1986)-  45 33 51.     (N)    094 49 59.     (W)     SCALED    
 AC5992* NAVD 88     -       385.471  (meters)    1264.67   (feet)  ADJUSTED  
 AC5992  ___________________________________________________________________
 AC5992  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AC5992  DYNAMIC HT  -         385.455 (meters)    1264.61  (feet)  COMP
 AC5992  MODELED GRAV-     980,561.6   (mgal)                       NAVD 88
 AC5992
 AC5992  VERT ORDER  -  SECOND    CLASS I
 AC5992
 AC5992.The horizontal coordinates were scaled from a topographic map and have
 AC5992.an estimated accuracy of +/- 6 seconds.
 AC5992
 AC5992.The orthometric height was determined by differential leveling
 AC5992.and adjusted by the National Geodetic Survey in March 1997..
 AC5992
 AC5992.The geoid height was determined by GEOID03.
 AC5992
 AC5992.The dynamic height is computed by dividing the NAVD 88
 AC5992.geopotential number by the normal gravity value computed on the
 AC5992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5992.degrees latitude (g = 980.6199 gals.).
 AC5992
 AC5992.The modeled gravity was interpolated from observed gravity values.
 AC5992
 AC5992;                    North         East    Units  Estimated Accuracy
 AC5992;SPC MN C     -   162,870.      754,480.      MT  (+/- 180 meters Scaled)
 AC5992
 AC5992                          SUPERSEDED SURVEY CONTROL
 AC5992
 AC5992.No superseded survey control is available for this station.
 AC5992
 AC5992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL569472(NAD 83)
 AC5992_MARKER: DD = SURVEY DISK
 AC5992_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC5992_STAMPING: 7301 L 1995
 AC5992_MARK LOGO: MNDT  
 AC5992_PROJECTION: RECESSED 3 CENTIMETERS
 AC5992_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC5992_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5992+STABILITY: POSITION/ELEVATION WELL
 AC5992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5992+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5992_ROD/PIPE-DEPTH:  7.6 meters
 AC5992
 AC5992  HISTORY     - Date     Condition        Report By
 AC5992  HISTORY     - 1995     MONUMENTED       MNDT
 AC5992
 AC5992                          STATION DESCRIPTION
 AC5992
 AC5992'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5992'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SSE OF GREENWALD, 9.7 MI (15.6
 AC5992'KM) SSE ALONG TH 4 FROM JCT OF TH 4 AND FAI 94 EAST OF SAUK CENTRE, AT
 AC5992'TH 4 MP 156.15, 93 FT (28.3 M) ENE OF TH 4, 14 FT (4.3 M) SOUTH OF
 AC5992'GRAVEL DRIVE, 8.0 FT (2.4 M) WEST OF P-POLE, 27.2 FT (8.3 M) ENE OF
 AC5992'FIBER OPTIC CABLE MARKER, 1.0 FT (0.3 M) WEST OF WIT POST. MARK IS
 AC5992'MNDT ALUMINUM DISK ON 25 FT (7.6 M) LONG DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5993 ***********************************************************************
 AC5993  DESIGNATION -  7301 M
 AC5993  PID         -  AC5993
 AC5993  STATE/COUNTY-  MN/STEARNS
 AC5993  USGS QUAD   -  GREENWALD (1965)
 AC5993
 AC5993                         *CURRENT SURVEY CONTROL
 AC5993  ___________________________________________________________________
 AC5993* NAD 83(1986)-  45 34 26.     (N)    094 50 21.     (W)     SCALED    
 AC5993* NAVD 88     -       385.908  (meters)    1266.10   (feet)  ADJUSTED  
 AC5993  ___________________________________________________________________
 AC5993  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AC5993  DYNAMIC HT  -         385.891 (meters)    1266.04  (feet)  COMP
 AC5993  MODELED GRAV-     980,561.5   (mgal)                       NAVD 88
 AC5993
 AC5993  VERT ORDER  -  SECOND    CLASS I
 AC5993
 AC5993.The horizontal coordinates were scaled from a topographic map and have
 AC5993.an estimated accuracy of +/- 6 seconds.
 AC5993
 AC5993.The orthometric height was determined by differential leveling
 AC5993.and adjusted by the National Geodetic Survey in March 1997..
 AC5993
 AC5993.The geoid height was determined by GEOID03.
 AC5993
 AC5993.The dynamic height is computed by dividing the NAVD 88
 AC5993.geopotential number by the normal gravity value computed on the
 AC5993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5993.degrees latitude (g = 980.6199 gals.).
 AC5993
 AC5993.The modeled gravity was interpolated from observed gravity values.
 AC5993
 AC5993;                    North         East    Units  Estimated Accuracy
 AC5993;SPC MN C     -   163,960.      754,010.      MT  (+/- 180 meters Scaled)
 AC5993
 AC5993                          SUPERSEDED SURVEY CONTROL
 AC5993
 AC5993.No superseded survey control is available for this station.
 AC5993
 AC5993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL565483(NAD 83)
 AC5993_MARKER: DD = SURVEY DISK
 AC5993_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC5993_STAMPING: 7301 M 1995
 AC5993_MARK LOGO: MNDT  
 AC5993_PROJECTION: FLUSH
 AC5993_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC5993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5993_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5993+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5993_ROD/PIPE-DEPTH: 20.7 meters
 AC5993
 AC5993  HISTORY     - Date     Condition        Report By
 AC5993  HISTORY     - 1995     MONUMENTED       MNDT
 AC5993
 AC5993                          STATION DESCRIPTION
 AC5993
 AC5993'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5993'THE MARK IS LOCATED ABOUT 2.1 MI (3.4 KM) SSE OF GREENWALD, 9.0 MI
 AC5993'(14.5 KM) SSE ALONG TH 4 FROM JCT OF TH 4 AND FAI 94 EAST OF SAUK
 AC5993'CENTRE, AT TH 4 MP 156.85, 68 FT (20.7 M) WEST OF TH 4, 46 FT (14.0 M)
 AC5993'SE OF 310TH ST, 3.6 FT (1.1 M) SOUTH OF P-POLE, 1.4 FT (0.4 M) NORTH
 AC5993'OF WIT POST.  THE MARK IS A MNDT ALUMINUM DISK ON 68 FT (20.7 M) LONG
 AC5993'DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5994 ***********************************************************************
 AC5994  DESIGNATION -  7301 N
 AC5994  PID         -  AC5994
 AC5994  STATE/COUNTY-  MN/STEARNS
 AC5994  USGS QUAD   -  GREENWALD (1965)
 AC5994
 AC5994                         *CURRENT SURVEY CONTROL
 AC5994  ___________________________________________________________________
 AC5994* NAD 83(1986)-  45 35 06.     (N)    094 50 30.     (W)     SCALED    
 AC5994* NAVD 88     -       389.237  (meters)    1277.02   (feet)  ADJUSTED  
 AC5994  ___________________________________________________________________
 AC5994  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AC5994  DYNAMIC HT  -         389.220 (meters)    1276.97  (feet)  COMP
 AC5994  MODELED GRAV-     980,561.4   (mgal)                       NAVD 88
 AC5994
 AC5994  VERT ORDER  -  SECOND    CLASS I
 AC5994
 AC5994.The horizontal coordinates were scaled from a topographic map and have
 AC5994.an estimated accuracy of +/- 6 seconds.
 AC5994
 AC5994.The orthometric height was determined by differential leveling
 AC5994.and adjusted by the National Geodetic Survey in March 1997..
 AC5994
 AC5994.The geoid height was determined by GEOID03.
 AC5994
 AC5994.The dynamic height is computed by dividing the NAVD 88
 AC5994.geopotential number by the normal gravity value computed on the
 AC5994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5994.degrees latitude (g = 980.6199 gals.).
 AC5994
 AC5994.The modeled gravity was interpolated from observed gravity values.
 AC5994
 AC5994;                    North         East    Units  Estimated Accuracy
 AC5994;SPC MN C     -   165,190.      753,830.      MT  (+/- 180 meters Scaled)
 AC5994
 AC5994                          SUPERSEDED SURVEY CONTROL
 AC5994
 AC5994.No superseded survey control is available for this station.
 AC5994
 AC5994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL563495(NAD 83)
 AC5994_MARKER: DD = SURVEY DISK
 AC5994_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC5994_STAMPING: 7301 N 1995
 AC5994_MARK LOGO: MNDT  
 AC5994_PROJECTION: RECESSED 3 CENTIMETERS
 AC5994_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC5994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5994+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5994_ROD/PIPE-DEPTH: 11.3 meters
 AC5994
 AC5994  HISTORY     - Date     Condition        Report By
 AC5994  HISTORY     - 1995     MONUMENTED       MNDT
 AC5994
 AC5994                          STATION DESCRIPTION
 AC5994
 AC5994'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5994'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SE OF GREENWALD, 8.2 MI
 AC5994'(13.2 KM) SSE ALONG TH 4 FROM JCT OF TH 4 AND FAI 94 EAST OF SAUK
 AC5994'CENTRE, AT TH 4 MP 157.65, 64 FT (19.5 M) SW OF TH 4, 127 FT (38.7 M)
 AC5994'SOUTH OF CO RD 176, 122.6 FT (37.4 M) SE OF TEL CABLE PEDESTAL NO
 AC5994'B16A, 2 FT (0.6 M) NW OF FIELD ENT, 1.3 FT (0.4 M) NORTH OF WIT POST.
 AC5994'THE MARK IS A MNDT ALUMINUM DISK ON 37 FT (11.3 M) LONG DRIVEN
 AC5994'ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5995 ***********************************************************************
 AC5995  DESIGNATION -  7301 P
 AC5995  PID         -  AC5995
 AC5995  STATE/COUNTY-  MN/STEARNS
 AC5995  USGS QUAD   -  GREENWALD (1965)
 AC5995
 AC5995                         *CURRENT SURVEY CONTROL
 AC5995  ___________________________________________________________________
 AC5995* NAD 83(1986)-  45 35 50.     (N)    094 51 08.     (W)     SCALED    
 AC5995* NAVD 88     -       385.147  (meters)    1263.60   (feet)  ADJUSTED  
 AC5995  ___________________________________________________________________
 AC5995  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AC5995  DYNAMIC HT  -         385.131 (meters)    1263.55  (feet)  COMP
 AC5995  MODELED GRAV-     980,561.1   (mgal)                       NAVD 88
 AC5995
 AC5995  VERT ORDER  -  SECOND    CLASS I
 AC5995
 AC5995.The horizontal coordinates were scaled from a topographic map and have
 AC5995.an estimated accuracy of +/- 6 seconds.
 AC5995
 AC5995.The orthometric height was determined by differential leveling
 AC5995.and adjusted by the National Geodetic Survey in March 1997..
 AC5995
 AC5995.The geoid height was determined by GEOID03.
 AC5995
 AC5995.The dynamic height is computed by dividing the NAVD 88
 AC5995.geopotential number by the normal gravity value computed on the
 AC5995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5995.degrees latitude (g = 980.6199 gals.).
 AC5995
 AC5995.The modeled gravity was interpolated from observed gravity values.
 AC5995
 AC5995;                    North         East    Units  Estimated Accuracy
 AC5995;SPC MN C     -   166,560.      753,010.      MT  (+/- 180 meters Scaled)
 AC5995
 AC5995                          SUPERSEDED SURVEY CONTROL
 AC5995
 AC5995.No superseded survey control is available for this station.
 AC5995
 AC5995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL555509(NAD 83)
 AC5995_MARKER: DD = SURVEY DISK
 AC5995_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC5995_STAMPING: 7301 P 1995
 AC5995_MARK LOGO: MNDT  
 AC5995_PROJECTION: RECESSED 5 CENTIMETERS
 AC5995_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC5995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5995+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5995_ROD/PIPE-DEPTH: 25.9 meters
 AC5995
 AC5995  HISTORY     - Date     Condition        Report By
 AC5995  HISTORY     - 1995     MONUMENTED       MNDT
 AC5995
 AC5995                          STATION DESCRIPTION
 AC5995
 AC5995'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5995'THE MARK IS LOCATED ABOUT 0.3 MI (0.5 KM) SE OF GREENWALD, 7.2 MI
 AC5995'(11.6 KM) SSE ALONG TH 4 FROM JCT OF TH 4 AND FAI 94 EAST OF SAUK
 AC5995'CENTRE, AT TH 4 MP 158.6, 69 FT (21.0 M) SW OF TH 4, AT EAST END OF
 AC5995'E-W FENCELINE, 2.2 FT (0.7 M) NW OF P-POLE, 68.5 FT (20.9 M) SE OF
 AC5995'FIELD ENT EXTENDED, 1.4 FT (0.4 M) SE OF WIT POST.  THE MARK IS A MNDT
 AC5995'ALUMINUM DISK ON 85 FT (25.9 M) LONG DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5996 ***********************************************************************
 AC5996  DESIGNATION -  7301 Q
 AC5996  PID         -  AC5996
 AC5996  STATE/COUNTY-  MN/STEARNS
 AC5996  USGS QUAD   -  GREENWALD (1965)
 AC5996
 AC5996                         *CURRENT SURVEY CONTROL
 AC5996  ___________________________________________________________________
 AC5996* NAD 83(1986)-  45 36 32.     (N)    094 51 39.     (W)     SCALED    
 AC5996* NAVD 88     -       383.064  (meters)    1256.77   (feet)  ADJUSTED  
 AC5996  ___________________________________________________________________
 AC5996  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AC5996  DYNAMIC HT  -         383.047 (meters)    1256.71  (feet)  COMP
 AC5996  MODELED GRAV-     980,560.9   (mgal)                       NAVD 88
 AC5996
 AC5996  VERT ORDER  -  SECOND    CLASS I
 AC5996
 AC5996.The horizontal coordinates were scaled from a topographic map and have
 AC5996.an estimated accuracy of +/- 6 seconds.
 AC5996
 AC5996.The orthometric height was determined by differential leveling
 AC5996.and adjusted by the National Geodetic Survey in March 1997..
 AC5996
 AC5996.The geoid height was determined by GEOID03.
 AC5996
 AC5996.The dynamic height is computed by dividing the NAVD 88
 AC5996.geopotential number by the normal gravity value computed on the
 AC5996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5996.degrees latitude (g = 980.6199 gals.).
 AC5996
 AC5996.The modeled gravity was interpolated from observed gravity values.
 AC5996
 AC5996;                    North         East    Units  Estimated Accuracy
 AC5996;SPC MN C     -   167,860.      752,350.      MT  (+/- 180 meters Scaled)
 AC5996
 AC5996                          SUPERSEDED SURVEY CONTROL
 AC5996
 AC5996.No superseded survey control is available for this station.
 AC5996
 AC5996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL549522(NAD 83)
 AC5996_MARKER: DD = SURVEY DISK
 AC5996_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC5996_SP_SET: HEADWALL BOX CULVERT
 AC5996_STAMPING: 7301 Q 1995
 AC5996_MARK LOGO: MNDT  
 AC5996_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5996+STABILITY: SURFACE MOTION
 AC5996_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5996+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5996
 AC5996  HISTORY     - Date     Condition        Report By
 AC5996  HISTORY     - 1995     MONUMENTED       MNDT
 AC5996
 AC5996                          STATION DESCRIPTION
 AC5996
 AC5996'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5996'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NNW OF GREENWALD, IN SE COR
 AC5996'OF TH 4 BOX CULVERT NO 3490 OVER CO DITCH NO 44, 6.25 MI (10.06 KM)
 AC5996'SSE ALONG TH 4 FROM JCT OF TH 4 AND FAI 94 EAST OF SAUK CENTRE, AT TH
 AC5996'4 MP 159.55, 20 FT (6.1 M) ENE OF TH 4, 1.2 FT (0.4 M) ENE OF BACK OF
 AC5996'GUARDRAIL, 78.5 FT (23.9 M) NNW OF FIELD ENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5997 ***********************************************************************
 AC5997  DESIGNATION -  7301 R
 AC5997  PID         -  AC5997
 AC5997  STATE/COUNTY-  MN/STEARNS
 AC5997  USGS QUAD   -  GREENWALD (1965)
 AC5997
 AC5997                         *CURRENT SURVEY CONTROL
 AC5997  ___________________________________________________________________
 AC5997* NAD 83(1986)-  45 37 20.     (N)    094 52 09.     (W)     SCALED    
 AC5997* NAVD 88     -       390.117  (meters)    1279.91   (feet)  ADJUSTED  
 AC5997  ___________________________________________________________________
 AC5997  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AC5997  DYNAMIC HT  -         390.100 (meters)    1279.85  (feet)  COMP
 AC5997  MODELED GRAV-     980,560.9   (mgal)                       NAVD 88
 AC5997
 AC5997  VERT ORDER  -  SECOND    CLASS I
 AC5997
 AC5997.The horizontal coordinates were scaled from a topographic map and have
 AC5997.an estimated accuracy of +/- 6 seconds.
 AC5997
 AC5997.The orthometric height was determined by differential leveling
 AC5997.and adjusted by the National Geodetic Survey in March 1997..
 AC5997
 AC5997.The geoid height was determined by GEOID03.
 AC5997
 AC5997.The dynamic height is computed by dividing the NAVD 88
 AC5997.geopotential number by the normal gravity value computed on the
 AC5997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5997.degrees latitude (g = 980.6199 gals.).
 AC5997
 AC5997.The modeled gravity was interpolated from observed gravity values.
 AC5997
 AC5997;                    North         East    Units  Estimated Accuracy
 AC5997;SPC MN C     -   169,350.      751,710.      MT  (+/- 180 meters Scaled)
 AC5997
 AC5997                          SUPERSEDED SURVEY CONTROL
 AC5997
 AC5997.No superseded survey control is available for this station.
 AC5997
 AC5997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL542537(NAD 83)
 AC5997_MARKER: DD = SURVEY DISK
 AC5997_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC5997_STAMPING: 7301 R 1995
 AC5997_MARK LOGO: MNDT  
 AC5997_PROJECTION: RECESSED 3 CENTIMETERS
 AC5997_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC5997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5997+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5997_ROD/PIPE-DEPTH:  7.6 meters
 AC5997
 AC5997  HISTORY     - Date     Condition        Report By
 AC5997  HISTORY     - 1995     MONUMENTED       MNDT
 AC5997
 AC5997                          STATION DESCRIPTION
 AC5997
 AC5997'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5997'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SOUTH OF MEIRE GROVE, 5.25
 AC5997'MI (8.45 KM) SSE ALONG TH 4 FROM JCT OF TH 4 AND FAI 94 EAST OF SAUK
 AC5997'CENTRE, AT TH 4 MP 160.55, 69 FT (21.0 M) WSW OF TH 4, 2.7 FT (0.8 M)
 AC5997'SSE OF P-POLE, 175 FT (53.3 M) NORTH OF 345TH ST, 1.6 FT (0.5 M) NNW
 AC5997'OF WIT POST.  THE MARK IS A MNDT ALUMINUM DISK ON 25 FT (7.6 M) LONG
 AC5997'DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5998 ***********************************************************************
 AC5998  DESIGNATION -  7301 S
 AC5998  PID         -  AC5998
 AC5998  STATE/COUNTY-  MN/STEARNS
 AC5998  USGS QUAD   -  MELROSE (1979)
 AC5998
 AC5998                         *CURRENT SURVEY CONTROL
 AC5998  ___________________________________________________________________
 AC5998* NAD 83(1986)-  45 38 46.     (N)    094 52 16.     (W)     SCALED    
 AC5998* NAVD 88     -       393.912  (meters)    1292.36   (feet)  ADJUSTED  
 AC5998  ___________________________________________________________________
 AC5998  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AC5998  DYNAMIC HT  -         393.895 (meters)    1292.30  (feet)  COMP
 AC5998  MODELED GRAV-     980,561.4   (mgal)                       NAVD 88
 AC5998
 AC5998  VERT ORDER  -  SECOND    CLASS I
 AC5998
 AC5998.The horizontal coordinates were scaled from a topographic map and have
 AC5998.an estimated accuracy of +/- 6 seconds.
 AC5998
 AC5998.The orthometric height was determined by differential leveling
 AC5998.and adjusted by the National Geodetic Survey in March 1997..
 AC5998
 AC5998.The geoid height was determined by GEOID03.
 AC5998
 AC5998.The dynamic height is computed by dividing the NAVD 88
 AC5998.geopotential number by the normal gravity value computed on the
 AC5998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5998.degrees latitude (g = 980.6199 gals.).
 AC5998
 AC5998.The modeled gravity was interpolated from observed gravity values.
 AC5998
 AC5998;                    North         East    Units  Estimated Accuracy
 AC5998;SPC MN C     -   172,000.      751,580.      MT  (+/- 180 meters Scaled)
 AC5998
 AC5998                          SUPERSEDED SURVEY CONTROL
 AC5998
 AC5998.No superseded survey control is available for this station.
 AC5998
 AC5998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL541564(NAD 83)
 AC5998_MARKER: DD = SURVEY DISK
 AC5998_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC5998_SP_SET: HEADWALL BOX CULVERT
 AC5998_STAMPING: 7301 S 1995
 AC5998_MARK LOGO: MNDT  
 AC5998_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5998+STABILITY: SURFACE MOTION
 AC5998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5998+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5998
 AC5998  HISTORY     - Date     Condition        Report By
 AC5998  HISTORY     - 1995     MONUMENTED       MNDT
 AC5998
 AC5998                          STATION DESCRIPTION
 AC5998
 AC5998'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5998'THE MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) NORTH OF MEIRE GROVE, IN NE
 AC5998'COR OF TH 4 BOX CULVERT OVER CATTLE PASS, 3.55 MI (5.71 KM) SSE ALONG
 AC5998'TH 4 FROM JCT OF TH 4 AND FAI 94 EAST OF SAUK CENTRE, AT TH 4 MP
 AC5998'162.25, 23.5 FT (7.2 M) EAST OF TH 4, 48 FT (14.6 M) SOUTH OF FIELD
 AC5998'ENT, 5.4 FT (1.6 M) EAST OF BACK OF GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5999 ***********************************************************************
 AC5999  DESIGNATION -  7301 T
 AC5999  PID         -  AC5999
 AC5999  STATE/COUNTY-  MN/STEARNS
 AC5999  USGS QUAD   -  MELROSE (1979)
 AC5999
 AC5999                         *CURRENT SURVEY CONTROL
 AC5999  ___________________________________________________________________
 AC5999* NAD 83(1986)-  45 39 33.     (N)    094 52 16.     (W)     SCALED    
 AC5999* NAVD 88     -       389.983  (meters)    1279.47   (feet)  ADJUSTED  
 AC5999  ___________________________________________________________________
 AC5999  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AC5999  DYNAMIC HT  -         389.966 (meters)    1279.41  (feet)  COMP
 AC5999  MODELED GRAV-     980,561.9   (mgal)                       NAVD 88
 AC5999
 AC5999  VERT ORDER  -  SECOND    CLASS I
 AC5999
 AC5999.The horizontal coordinates were scaled from a topographic map and have
 AC5999.an estimated accuracy of +/- 6 seconds.
 AC5999
 AC5999.The orthometric height was determined by differential leveling
 AC5999.and adjusted by the National Geodetic Survey in March 1997..
 AC5999
 AC5999.The geoid height was determined by GEOID03.
 AC5999
 AC5999.The dynamic height is computed by dividing the NAVD 88
 AC5999.geopotential number by the normal gravity value computed on the
 AC5999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5999.degrees latitude (g = 980.6199 gals.).
 AC5999
 AC5999.The modeled gravity was interpolated from observed gravity values.
 AC5999
 AC5999;                    North         East    Units  Estimated Accuracy
 AC5999;SPC MN C     -   173,450.      751,590.      MT  (+/- 180 meters Scaled)
 AC5999
 AC5999                          SUPERSEDED SURVEY CONTROL
 AC5999
 AC5999.No superseded survey control is available for this station.
 AC5999
 AC5999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL542578(NAD 83)
 AC5999_MARKER: DD = SURVEY DISK
 AC5999_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC5999_STAMPING: 7301 T 1995
 AC5999_MARK LOGO: MNDT  
 AC5999_PROJECTION: FLUSH
 AC5999_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC5999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5999_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5999+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5999_ROD/PIPE-DEPTH:  6.1 meters
 AC5999
 AC5999  HISTORY     - Date     Condition        Report By
 AC5999  HISTORY     - 1995     MONUMENTED       MNDT
 AC5999
 AC5999                          STATION DESCRIPTION
 AC5999
 AC5999'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5999'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) NORTH OF MEIRE GROVE, 2.7 MI
 AC5999'(4.3 KM) SSE ALONG TH 4 FROM JCT OF TH 4 AND FAI 94 EAST OF SAUK
 AC5999'CENTRE, AT TH 4 MP 163.15, 70.5 FT (21.5 M) EAST OF TH 4, 30 FT (9.1
 AC5999'M) SOUTH OF DRIVEWAY EXTENDED, 2.4 FT (0.7 M) SOUTH OF P-POLE, 1.6 FT
 AC5999'(0.5 M) WEST OF WIT POST.  THE MARK IS A MNDT ALUMINUM DISK ON 20 FT
 AC5999'(6.1 M) LONG DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6000 ***********************************************************************
 AC6000  DESIGNATION -  7301 U
 AC6000  PID         -  AC6000
 AC6000  STATE/COUNTY-  MN/STEARNS
 AC6000  USGS QUAD   -  MELROSE (1979)
 AC6000
 AC6000                         *CURRENT SURVEY CONTROL
 AC6000  ___________________________________________________________________
 AC6000* NAD 83(1986)-  45 40 19.     (N)    094 52 15.     (W)     SCALED    
 AC6000* NAVD 88     -       374.198  (meters)    1227.68   (feet)  ADJUSTED  
 AC6000  ___________________________________________________________________
 AC6000  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AC6000  DYNAMIC HT  -         374.182 (meters)    1227.63  (feet)  COMP
 AC6000  MODELED GRAV-     980,562.6   (mgal)                       NAVD 88
 AC6000
 AC6000  VERT ORDER  -  SECOND    CLASS I
 AC6000
 AC6000.The horizontal coordinates were scaled from a topographic map and have
 AC6000.an estimated accuracy of +/- 6 seconds.
 AC6000
 AC6000.The orthometric height was determined by differential leveling
 AC6000.and adjusted by the National Geodetic Survey in March 1997..
 AC6000
 AC6000.The geoid height was determined by GEOID03.
 AC6000
 AC6000.The dynamic height is computed by dividing the NAVD 88
 AC6000.geopotential number by the normal gravity value computed on the
 AC6000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6000.degrees latitude (g = 980.6199 gals.).
 AC6000
 AC6000.The modeled gravity was interpolated from observed gravity values.
 AC6000
 AC6000;                    North         East    Units  Estimated Accuracy
 AC6000;SPC MN C     -   174,870.      751,630.      MT  (+/- 180 meters Scaled)
 AC6000
 AC6000                          SUPERSEDED SURVEY CONTROL
 AC6000
 AC6000.No superseded survey control is available for this station.
 AC6000
 AC6000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL542593(NAD 83)
 AC6000_MARKER: DD = SURVEY DISK
 AC6000_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC6000_STAMPING: 7301 U 1995
 AC6000_MARK LOGO: MNDT  
 AC6000_PROJECTION: PROJECTING 5 CENTIMETERS
 AC6000_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC6000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6000+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6000_ROD/PIPE-DEPTH: 10.7 meters
 AC6000
 AC6000  HISTORY     - Date     Condition        Report By
 AC6000  HISTORY     - 1995     MONUMENTED       MNDT
 AC6000
 AC6000                          STATION DESCRIPTION
 AC6000
 AC6000'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC6000'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) WEST OF MELROSE, 1.75 MI (2.82
 AC6000'KM) SSE ALONG TH 4 FROM JCT OF TH 4 AND FAI 94 EAST OF SAUK CENTRE, AT
 AC6000'TH 4 MP 164.05, 70 FT (21.3 M) EAST OF TH 4, 280 FT (85.3 M) SOUTH OF
 AC6000'CO RD 186, 3.9 FT (1.2 M) SOUTH OF P-POLE, 116.8 FT (35.6 M) NE OF
 AC6000'MILEPOST 164, 1.4 FT (0.4 M) NORTH OF WIT POST.  THE MARK IS A MNDT
 AC6000'ALUMINUM DISK ON 35 FT (10.7 M) LONG DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6001 ***********************************************************************
 AC6001  DESIGNATION -  7301 V
 AC6001  PID         -  AC6001
 AC6001  STATE/COUNTY-  MN/STEARNS
 AC6001  USGS QUAD   -  MELROSE (1979)
 AC6001
 AC6001                         *CURRENT SURVEY CONTROL
 AC6001  ___________________________________________________________________
 AC6001* NAD 83(1986)-  45 40 51.     (N)    094 52 28.     (W)     SCALED    
 AC6001* NAVD 88     -       369.997  (meters)    1213.90   (feet)  ADJUSTED  
 AC6001  ___________________________________________________________________
 AC6001  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AC6001  DYNAMIC HT  -         369.982 (meters)    1213.85  (feet)  COMP
 AC6001  MODELED GRAV-     980,563.3   (mgal)                       NAVD 88
 AC6001
 AC6001  VERT ORDER  -  SECOND    CLASS I
 AC6001
 AC6001.The horizontal coordinates were scaled from a topographic map and have
 AC6001.an estimated accuracy of +/- 6 seconds.
 AC6001
 AC6001.The orthometric height was determined by differential leveling
 AC6001.and adjusted by the National Geodetic Survey in March 1997..
 AC6001
 AC6001.The geoid height was determined by GEOID03.
 AC6001
 AC6001.The dynamic height is computed by dividing the NAVD 88
 AC6001.geopotential number by the normal gravity value computed on the
 AC6001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6001.degrees latitude (g = 980.6199 gals.).
 AC6001
 AC6001.The modeled gravity was interpolated from observed gravity values.
 AC6001
 AC6001;                    North         East    Units  Estimated Accuracy
 AC6001;SPC MN C     -   175,860.      751,350.      MT  (+/- 180 meters Scaled)
 AC6001
 AC6001                          SUPERSEDED SURVEY CONTROL
 AC6001
 AC6001.No superseded survey control is available for this station.
 AC6001
 AC6001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL540602(NAD 83)
 AC6001_MARKER: DD = SURVEY DISK
 AC6001_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC6001_SP_SET: BRIDGE ABUTMENT
 AC6001_STAMPING: 7301 V 1995
 AC6001_MARK LOGO: MNDT  
 AC6001_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6001+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC6001
 AC6001  HISTORY     - Date     Condition        Report By
 AC6001  HISTORY     - 1995     MONUMENTED       MNDT
 AC6001
 AC6001                          STATION DESCRIPTION
 AC6001
 AC6001'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC6001'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) WEST OF MELROSE, IN ABUT AT SE
 AC6001'COR OF TH 4 BRDG NO 5917 OVER SAUK RIVER, 1.1 MI (1.8 KM) SOUTH ON TH
 AC6001'4 FROM JCT OF TH 4 AND FAI 94 EAST OF SAUK CENTRE, AT TH 4 MP 164.7,
 AC6001'AND 19.5 FT (5.9 M) NE OF TH 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7842 ***********************************************************************
 DG7842  DESIGNATION -  7302 A
 DG7842  PID         -  DG7842
 DG7842  STATE/COUNTY-  MN/STEARNS
 DG7842  USGS QUAD   -  KIMBALL (1967)
 DG7842
 DG7842                         *CURRENT SURVEY CONTROL
 DG7842  ___________________________________________________________________
 DG7842* NAD 83(1986)-  45 18 48.     (N)    094 17 46.     (W)     SCALED    
 DG7842* NAVD 88     -       359.183  (meters)    1178.42   (feet)  ADJUSTED  
 DG7842  ___________________________________________________________________
 DG7842  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DG7842  DYNAMIC HT  -         359.164 (meters)    1178.36  (feet)  COMP
 DG7842  MODELED GRAV-     980,552.7   (mgal)                       NAVD 88
 DG7842
 DG7842  VERT ORDER  -  SECOND    CLASS I
 DG7842
 DG7842.The horizontal coordinates were scaled from a topographic map and have
 DG7842.an estimated accuracy of +/- 6 seconds.
 DG7842
 DG7842.The orthometric height was determined by differential leveling
 DG7842.and adjusted by the National Geodetic Survey in December 2004..
 DG7842
 DG7842.The geoid height was determined by GEOID03.
 DG7842
 DG7842.The dynamic height is computed by dividing the NAVD 88
 DG7842.geopotential number by the normal gravity value computed on the
 DG7842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7842.degrees latitude (g = 980.6199 gals.).
 DG7842
 DG7842.The modeled gravity was interpolated from observed gravity values.
 DG7842
 DG7842;                    North         East    Units  Estimated Accuracy
 DG7842;SPC MN C     -   134,830.      796,380.      MT  (+/- 180 meters Scaled)
 DG7842
 DG7842                          SUPERSEDED SURVEY CONTROL
 DG7842
 DG7842.No superseded survey control is available for this station.
 DG7842
 DG7842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL984185(NAD 83)
 DG7842_MARKER: DV = VERTICAL CONTROL DISK
 DG7842_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG7842_SP_SET: WATER TANK LEG FOOTING
 DG7842_STAMPING: 7302 A 1979
 DG7842_MARK LOGO: MNDT  
 DG7842_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7842+STABILITY: SURFACE MOTION
 DG7842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7842+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 DG7842
 DG7842  HISTORY     - Date     Condition        Report By
 DG7842  HISTORY     - 1979     MONUMENTED       MNDT
 DG7842  HISTORY     - 19960430 GOOD             MNDT
 DG7842
 DG7842                          STATION DESCRIPTION
 DG7842
 DG7842'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 DG7842'THE MARK WAS RECOVERED IN GOOD CONDITION.  AT KIMBALL, IN WEST CORNER
 DG7842'OF SOUTHWEST LEG OF KIMBALL WATER TANK, 217 FEET (66.1 M) EAST OF
 DG7842'MAGNUS JOHNSON ST, 220 FEET (67.1 M) NORTH OF HAZEL AVE., 80 FEET
 DG7842'(24.4 M) SOUTHEAST OF NORTHEAST CORNER OF CHURCH, 60.5 FEET (18.4 M)
 DG7842'EAST-NORTHEAST OF SOUTHEAST CORNER OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7845 ***********************************************************************
 DG7845  DESIGNATION -  7302 B
 DG7845  PID         -  DG7845
 DG7845  STATE/COUNTY-  MN/STEARNS
 DG7845  USGS QUAD   -  KIMBALL (1967)
 DG7845
 DG7845                         *CURRENT SURVEY CONTROL
 DG7845  ___________________________________________________________________
 DG7845* NAD 83(1986)-  45 18 00.     (N)    094 18 09.     (W)     SCALED    
 DG7845* NAVD 88     -       348.220  (meters)    1142.45   (feet)  ADJUSTED  
 DG7845  ___________________________________________________________________
 DG7845  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DG7845  DYNAMIC HT  -         348.200 (meters)    1142.39  (feet)  COMP
 DG7845  MODELED GRAV-     980,548.8   (mgal)                       NAVD 88
 DG7845
 DG7845  VERT ORDER  -  SECOND    CLASS I
 DG7845
 DG7845.The horizontal coordinates were scaled from a topographic map and have
 DG7845.an estimated accuracy of +/- 6 seconds.
 DG7845
 DG7845.The orthometric height was determined by differential leveling
 DG7845.and adjusted by the National Geodetic Survey in December 2004..
 DG7845.No vertical observational check was made to the station.
 DG7845
 DG7845.The geoid height was determined by GEOID03.
 DG7845
 DG7845.The dynamic height is computed by dividing the NAVD 88
 DG7845.geopotential number by the normal gravity value computed on the
 DG7845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7845.degrees latitude (g = 980.6199 gals.).
 DG7845
 DG7845.The modeled gravity was interpolated from observed gravity values.
 DG7845
 DG7845;                    North         East    Units  Estimated Accuracy
 DG7845;SPC MN C     -   133,350.      795,880.      MT  (+/- 180 meters Scaled)
 DG7845
 DG7845                          SUPERSEDED SURVEY CONTROL
 DG7845
 DG7845.No superseded survey control is available for this station.
 DG7845
 DG7845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL978171(NAD 83)
 DG7845_MARKER: DV = VERTICAL CONTROL DISK
 DG7845_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG7845_STAMPING: 7302 B 1979
 DG7845_MARK LOGO: MNDT  
 DG7845_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7845+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 DG7845
 DG7845  HISTORY     - Date     Condition        Report By
 DG7845  HISTORY     - 1979     MONUMENTED       MNDT
 DG7845  HISTORY     - 19960430 GOOD             MNDT
 DG7845
 DG7845                          STATION DESCRIPTION
 DG7845
 DG7845'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 DG7845'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 0.9 MI (1.4 KM)
 DG7845'SW OF KIMBALL, 1.1 MI (1.8 KM) SOUTH ON TH 15 FROM JCT OF TH 55 AND TH
 DG7845'15, 76.5 FT (23.3 M) EAST OF TH 15, AT TH 15 MP 131.75, 83 FT (25.3 M)
 DG7845'SSE OF SOUTH END OF 18 INCH METAL CULVERT UNDER FIELD ENT, 2 FT (0.6
 DG7845'M) NW OF P-POLE, 0.9 FT (27.4 CM) W OF WIT POST, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7844 ***********************************************************************
 DG7844  DESIGNATION -  7302 C
 DG7844  PID         -  DG7844
 DG7844  STATE/COUNTY-  MN/STEARNS
 DG7844  USGS QUAD   -  KIMBALL (1967)
 DG7844
 DG7844                         *CURRENT SURVEY CONTROL
 DG7844  ___________________________________________________________________
 DG7844* NAD 83(1986)-  45 17 28.     (N)    094 18 33.     (W)     SCALED    
 DG7844* NAVD 88     -       336.960  (meters)    1105.51   (feet)  ADJUSTED  
 DG7844  ___________________________________________________________________
 DG7844  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DG7844  DYNAMIC HT  -         336.940 (meters)    1105.44  (feet)  COMP
 DG7844  MODELED GRAV-     980,545.1   (mgal)                       NAVD 88
 DG7844
 DG7844  VERT ORDER  -  SECOND    CLASS I
 DG7844
 DG7844.The horizontal coordinates were scaled from a topographic map and have
 DG7844.an estimated accuracy of +/- 6 seconds.
 DG7844
 DG7844.The orthometric height was determined by differential leveling
 DG7844.and adjusted by the National Geodetic Survey in December 2004..
 DG7844.No vertical observational check was made to the station.
 DG7844
 DG7844.The geoid height was determined by GEOID03.
 DG7844
 DG7844.The dynamic height is computed by dividing the NAVD 88
 DG7844.geopotential number by the normal gravity value computed on the
 DG7844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7844.degrees latitude (g = 980.6199 gals.).
 DG7844
 DG7844.The modeled gravity was interpolated from observed gravity values.
 DG7844
 DG7844;                    North         East    Units  Estimated Accuracy
 DG7844;SPC MN C     -   132,360.      795,360.      MT  (+/- 180 meters Scaled)
 DG7844
 DG7844                          SUPERSEDED SURVEY CONTROL
 DG7844
 DG7844.No superseded survey control is available for this station.
 DG7844
 DG7844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL973161(NAD 83)
 DG7844_MARKER: DV = VERTICAL CONTROL DISK
 DG7844_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG7844_STAMPING: 7302 C 1979
 DG7844_MARK LOGO: MNDT  
 DG7844_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7844+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 DG7844
 DG7844  HISTORY     - Date     Condition        Report By
 DG7844  HISTORY     - 1979     MONUMENTED       MNDT
 DG7844  HISTORY     - 19960430 GOOD             MNDT
 DG7844
 DG7844                          STATION DESCRIPTION
 DG7844
 DG7844'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 DG7844'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1.6 MI (2.6 KM)
 DG7844'SSW OF KIMBALL, 1.8 (2.9 KM) SOUTH ON TH 15 FROM JCT OF TH 15 AND TH
 DG7844'55, 77 FT (23.5 M) WEST OF TH 15, AT TH 15 MP 131.1, 56 FT (17.1 M)
 DG7844'SOUTH OF FIELD ENT, 1.8 FT (0.5 M) NNE OF P-POLE, 0.7 FT (21.3 CM)
 DG7844'EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0013 ***********************************************************************
 QP0013  DESIGNATION -  7303 B
 QP0013  PID         -  QP0013
 QP0013  STATE/COUNTY-  MN/STEARNS
 QP0013  USGS QUAD   -  ST CLOUD (1993)
 QP0013
 QP0013                         *CURRENT SURVEY CONTROL
 QP0013  ___________________________________________________________________
 QP0013* NAD 83(1986)-  45 30 37.     (N)    094 13 07.     (W)     SCALED    
 QP0013* NAVD 88     -       327.646  (meters)    1074.95   (feet)  ADJUSTED  
 QP0013  ___________________________________________________________________
 QP0013  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 QP0013  DYNAMIC HT  -         327.637 (meters)    1074.92  (feet)  COMP
 QP0013  MODELED GRAV-     980,578.3   (mgal)                       NAVD 88
 QP0013
 QP0013  VERT ORDER  -  SECOND    CLASS 0
 QP0013
 QP0013.The horizontal coordinates were scaled from a topographic map and have
 QP0013.an estimated accuracy of +/- 6 seconds.
 QP0013
 QP0013.The orthometric height was determined by differential leveling
 QP0013.and adjusted by the National Geodetic Survey in June 1991..
 QP0013
 QP0013.The geoid height was determined by GEOID03.
 QP0013
 QP0013.The dynamic height is computed by dividing the NAVD 88
 QP0013.geopotential number by the normal gravity value computed on the
 QP0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0013.degrees latitude (g = 980.6199 gals.).
 QP0013
 QP0013.The modeled gravity was interpolated from observed gravity values.
 QP0013
 QP0013;                    North         East    Units  Estimated Accuracy
 QP0013;SPC MN C     -   156,720.      802,450.      MT  (+/- 180 meters Scaled)
 QP0013
 QP0013                          SUPERSEDED SURVEY CONTROL
 QP0013
 QP0013  NGVD 29 (??/??/92)  327.524  (m)         1074.55   (f) ADJ UNCH    2 0
 QP0013
 QP0013.Superseded values are not recommended for survey control.
 QP0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0013.See file dsdata.txt to determine how the superseded data were derived.
 QP0013
 QP0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL048403(NAD 83)
 QP0013_MARKER: DD = SURVEY DISK
 QP0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0013_SP_SET: CULVERT
 QP0013_STAMPING: 7303-B 1972
 QP0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0013
 QP0013  HISTORY     - Date     Condition        Report By
 QP0013  HISTORY     - 1972     MONUMENTED       MNDT
 QP0013
 QP0013                          STATION DESCRIPTION
 QP0013
 QP0013'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0013'3.1 MI SW FROM ST CLOUD.
 QP0013'MARK IS LOCATED 3.3 MILES SOUTHWEST ALONG TH 15 FROM THE JUNCTION OF
 QP0013'TH 15 AND TH 152 IN ST. CLOUD, 0.8 MILES NORTH OF COUNTY ROAD 6, 25
 QP0013'FEET EAST OF AND 2 FEET LOWER THAN THE CENTERLINE OF TH 15 AT MILE
 QP0013'POINT 147.8, 2 FEET NORTH OF A WOOD GUARD POST, IN THE SOUTHEAST
 QP0013'CORNER OF A 6 BY 6 FOOT CONCRETE BOX CULVERT UNDER TH 15 AT A SMALL
 QP0013'CREEK.  NW 1/4 SECTION 33, T 124N, R 28W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0014 ***********************************************************************
 QP0014  DESIGNATION -  7303 C
 QP0014  PID         -  QP0014
 QP0014  STATE/COUNTY-  MN/STEARNS
 QP0014  USGS QUAD   -  ST CLOUD (1993)
 QP0014
 QP0014                         *CURRENT SURVEY CONTROL
 QP0014  ___________________________________________________________________
 QP0014* NAD 83(1986)-  45 30 13.     (N)    094 13 16.     (W)     SCALED    
 QP0014* NAVD 88     -       331.101  (meters)    1086.29   (feet)  ADJUSTED  
 QP0014  ___________________________________________________________________
 QP0014  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 QP0014  DYNAMIC HT  -         331.092 (meters)    1086.26  (feet)  COMP
 QP0014  MODELED GRAV-     980,577.3   (mgal)                       NAVD 88
 QP0014
 QP0014  VERT ORDER  -  SECOND    CLASS 0
 QP0014
 QP0014.The horizontal coordinates were scaled from a topographic map and have
 QP0014.an estimated accuracy of +/- 6 seconds.
 QP0014
 QP0014.The orthometric height was determined by differential leveling
 QP0014.and adjusted by the National Geodetic Survey in June 1991..
 QP0014
 QP0014.The geoid height was determined by GEOID03.
 QP0014
 QP0014.The dynamic height is computed by dividing the NAVD 88
 QP0014.geopotential number by the normal gravity value computed on the
 QP0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0014.degrees latitude (g = 980.6199 gals.).
 QP0014
 QP0014.The modeled gravity was interpolated from observed gravity values.
 QP0014
 QP0014;                    North         East    Units  Estimated Accuracy
 QP0014;SPC MN C     -   155,980.      802,260.      MT  (+/- 180 meters Scaled)
 QP0014
 QP0014                          SUPERSEDED SURVEY CONTROL
 QP0014
 QP0014  NGVD 29 (??/??/92)  330.977  (m)         1085.88   (f) ADJ UNCH    2 0
 QP0014
 QP0014.Superseded values are not recommended for survey control.
 QP0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0014.See file dsdata.txt to determine how the superseded data were derived.
 QP0014
 QP0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL046396(NAD 83)
 QP0014_MARKER: DD = SURVEY DISK
 QP0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0014_SP_SET: CULVERT
 QP0014_STAMPING: 7303-C 1972
 QP0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0014
 QP0014  HISTORY     - Date     Condition        Report By
 QP0014  HISTORY     - 1972     MONUMENTED       MNDT
 QP0014
 QP0014                          STATION DESCRIPTION
 QP0014
 QP0014'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0014'3.6 MI SW FROM ST CLOUD.
 QP0014'MARK IS LOCATED 3.9 MILES SOUTHWEST ALONG TH 15 FROM THE JUNCTION OF
 QP0014'TH 15 AND TH 152 IN ST. CLOUD, 0.3 MILES NORTH OF COUNTY ROAD 6, 24
 QP0014'FEET SOUTHEAST OF 2 FEET LOWER THAN THE CENTERLINE OF TH 15 AT MILE
 QP0014'POINT 147.3, 2 FEET NORTH OF A WOOD GUARD POST, IN THE SOUTHEAST (MOST
 QP0014'SOUTHERLY) CORNER OF A CONCRETE 6 BY 6 FOOT BOX CULVERT UNDER TH 15.
 QP0014'SE 1/4 SECTION 32, T 124N, R 28W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0015 ***********************************************************************
 QP0015  DESIGNATION -  7303 D
 QP0015  PID         -  QP0015
 QP0015  STATE/COUNTY-  MN/STEARNS
 QP0015  USGS QUAD   -  ST AUGUSTA (1974)
 QP0015
 QP0015                         *CURRENT SURVEY CONTROL
 QP0015  ___________________________________________________________________
 QP0015* NAD 83(1986)-  45 29 57.     (N)    094 13 32.     (W)     SCALED    
 QP0015* NAVD 88     -       333.113  (meters)    1092.89   (feet)  ADJUSTED  
 QP0015  ___________________________________________________________________
 QP0015  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 QP0015  DYNAMIC HT  -         333.105 (meters)    1092.86  (feet)  COMP
 QP0015  MODELED GRAV-     980,581.0   (mgal)                       NAVD 88
 QP0015
 QP0015  VERT ORDER  -  SECOND    CLASS 0
 QP0015
 QP0015.The horizontal coordinates were scaled from a topographic map and have
 QP0015.an estimated accuracy of +/- 6 seconds.
 QP0015
 QP0015.The orthometric height was determined by differential leveling
 QP0015.and adjusted by the National Geodetic Survey in June 1991..
 QP0015
 QP0015.The geoid height was determined by GEOID03.
 QP0015
 QP0015.The dynamic height is computed by dividing the NAVD 88
 QP0015.geopotential number by the normal gravity value computed on the
 QP0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0015.degrees latitude (g = 980.6199 gals.).
 QP0015
 QP0015.The modeled gravity was interpolated from observed gravity values.
 QP0015
 QP0015;                    North         East    Units  Estimated Accuracy
 QP0015;SPC MN C     -   155,480.      801,910.      MT  (+/- 180 meters Scaled)
 QP0015
 QP0015                          SUPERSEDED SURVEY CONTROL
 QP0015
 QP0015  NGVD 29 (??/??/92)  332.989  (m)         1092.48   (f) ADJ UNCH    2 0
 QP0015
 QP0015.Superseded values are not recommended for survey control.
 QP0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0015.See file dsdata.txt to determine how the superseded data were derived.
 QP0015
 QP0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL042391(NAD 83)
 QP0015_MARKER: DD = SURVEY DISK
 QP0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0015_STAMPING: 7303-D 1972
 QP0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0015+STABILITY: SURFACE MOTION
 QP0015
 QP0015  HISTORY     - Date     Condition        Report By
 QP0015  HISTORY     - 1972     MONUMENTED       MNHD
 QP0015  HISTORY     - 20030401 MARK NOT FOUND   MNDT
 QP0015  HISTORY     - 20050420 MARK NOT FOUND   MNDT
 QP0015
 QP0015                          STATION DESCRIPTION
 QP0015
 QP0015'DESCRIBED BY MN HIGHWAY DEPT 1972
 QP0015'3.9 MI SW FROM ST CLOUD.
 QP0015'MARK IS LOCATED 4.1 MILES SOUTHWEST ALONG TH 15 FROM THE JUNCTION OF
 QP0015'TH 15 AND TH 152 IN ST. CLOUD, 0.1 MILES SOUTH OF COUNTY ROAD 6, 154
 QP0015'FEET NORTH OF A POWER POLE (WITH GUY WIRE), 135 FEET SOUTH OF A POWER
 QP0015'POLE (AT BEND IN POWER LINE), 52.5 FEET WEST OF AND ABOUT LEVEL WITH
 QP0015'THE CENTERLINE OF TH 15 AT MILE POINT 146.9, 30 FEET SOUTH OF THE
 QP0015'CENTER OF A FIELD ENTRANCE WEST, 1 FOOT EAST OF A STEEL WITNESS POST,
 QP0015'IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE
 QP0015'GROUND.  NE 1/4 SECTION 5, T 123N, R 28W.
 QP0015
 QP0015                          STATION RECOVERY (2003)
 QP0015
 QP0015'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QP0015'THE MARK WAS SEARCHED FOR AND NOT FOUND.  GEODETIC CREW REPORTED THAT
 QP0015'TH 15 HAD BEEN REGRADED.
 QP0015
 QP0015                          STATION RECOVERY (2005)
 QP0015
 QP0015'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP0015'3.9 MILES SOUTHWEST OF SAINT CLOUD, 4.1 MILES SOUTHWEST ON TRUNK
 QP0015'HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY ROAD 75 (OLD
 QP0015'TRUNK HIGHWAY 152) IN SAINT CLOUD, 0.1 MILES SOUTH OF COUNTY ROAD 6,
 QP0015'52.5 FEET WEST OF TRUNK HIGHWAY 15, AT TRUNK HIGHWAY 15 MILEPOINT
 QP0015'146.9, 154 FEET NORTH OF POWER POLE WITH GUY WIRE, 135 FEET SOUTH OF
 QP0015'POWER POLE AT BEND IN POWERLINE, 30 FEET SOUTH OF FIELD ENTRANCE, 1.0
 QP0015'FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7423 ***********************************************************************
 DH7423  DESIGNATION -  7303 E
 DH7423  PID         -  DH7423
 DH7423  STATE/COUNTY-  MN/STEARNS
 DH7423  USGS QUAD   -  KIMBALL (1967)
 DH7423
 DH7423                         *CURRENT SURVEY CONTROL
 DH7423  ___________________________________________________________________
 DH7423* NAD 83(1996)-  45 19 50.20624(N)    094 17 47.35606(W)     ADJUSTED  
 DH7423* NAVD 88     -       353.33   (meters)    1159.2    (feet)  LEVELING  
 DH7423  ___________________________________________________________________
 DH7423  X           -    -336,512.208 (meters)                     COMP
 DH7423  Y           -  -4,479,141.329 (meters)                     COMP
 DH7423  Z           -   4,513,486.283 (meters)                     COMP
 DH7423  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 DH7423  ELLIP HEIGHT-         326.21  (meters)          (12/29/05) GPS OBS
 DH7423  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DH7423
 DH7423  HORZ ORDER  -  FIRST
 DH7423  VERT ORDER  -  THIRD ?
 DH7423  ELLP ORDER  -  FOURTH    CLASS I
 DH7423
 DH7423.The horizontal coordinates were established by GPS observations
 DH7423.and adjusted by the MN DEPT OF TRANSP in December 2005..
 DH7423
 DH7423.The orthometric height was determined by differential leveling.
 DH7423.The vertical network tie was performed by a horz. field party for horz.
 DH7423.obs reductions. Reset procedures were used to establish the elevation.
 DH7423
 DH7423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7423
 DH7423.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7423
 DH7423.The ellipsoidal height was determined by GPS observations
 DH7423.and is referenced to NAD 83.
 DH7423
 DH7423.The geoid height was determined by GEOID03.
 DH7423
 DH7423;                    North         East     Units Scale Factor Converg.
 DH7423;SPC MN C     -   136,748.493   796,355.455   MT  1.00007422   -0 02 01.1
 DH7423;UTM  15      - 5,020,495.880   398,406.371   MT  0.99972690   -0 55 19.6
 DH7423
 DH7423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7423!SPC MN C     -   0.99994886  x   1.00007422  =   1.00002308
 DH7423!UTM  15      -   0.99994886  x   0.99972690  =   0.99967577
 DH7423
 DH7423:                Primary Azimuth Mark                     Grid Az
 DH7423:SPC MN C     -  7303 F                                   022 15 07.5
 DH7423:UTM  15      -  7303 F                                   023 08 26.0
 DH7423
 DH7423|---------------------------------------------------------------------|
 DH7423| PID    Reference Object                     Distance      Geod. Az  |
 DH7423|                                                           dddmmss.s |
 DH7423| DH7424 7303 F                              APPROX. 1.4 KM 0221306.4 |
 DH7423|---------------------------------------------------------------------|
 DH7423
 DH7423                          SUPERSEDED SURVEY CONTROL
 DH7423
 DH7423.No superseded survey control is available for this station.
 DH7423
 DH7423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9840620496(NAD 83)
 DH7423_MARKER: DD = SURVEY DISK
 DH7423_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH7423_STAMPING: 7303 E 2005
 DH7423_MARK LOGO: MNDT  
 DH7423_PROJECTION: RECESSED 3 CENTIMETERS
 DH7423_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7423+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH7423_ROD/PIPE-DEPTH:  7.6 meters
 DH7423
 DH7423  HISTORY     - Date     Condition        Report By
 DH7423  HISTORY     - 2005     MONUMENTED       MNDT
 DH7423
 DH7423                          STATION DESCRIPTION
 DH7423
 DH7423'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH7423'1.0 MILES NORTH OF KIMBALL, GO 1.05 MILES NORTH ALONG TRUNK HIGHWAY 15
 DH7423'FROM  THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 55 IN KIMBAL
 DH7423'L, AT TRUNK HIGHWAY 15 MILEPOST 133.95, 66.2 FEET WEST-NORTHWEST OF TR
 DH7423'UNK HIGHWAY 15, 85 FEET SOUTH-SOUTHWEST OF CABLE PEDESTAL, 1.1 FEET EA
 DH7423'ST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7424 ***********************************************************************
 DH7424  DESIGNATION -  7303 F
 DH7424  PID         -  DH7424
 DH7424  STATE/COUNTY-  MN/STEARNS
 DH7424  USGS QUAD   -  KIMBALL (1967)
 DH7424
 DH7424                         *CURRENT SURVEY CONTROL
 DH7424  ___________________________________________________________________
 DH7424* NAD 83(1996)-  45 20 33.18456(N)    094 17 22.46187(W)     ADJUSTED  
 DH7424* NAVD 88     -       355.86   (meters)    1167.5    (feet)  LEVELING  
 DH7424  ___________________________________________________________________
 DH7424  X           -    -335,901.159 (meters)                     COMP
 DH7424  Y           -  -4,478,242.582 (meters)                     COMP
 DH7424  Z           -   4,514,420.803 (meters)                     COMP
 DH7424  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 DH7424  ELLIP HEIGHT-         328.74  (meters)          (12/29/05) GPS OBS
 DH7424  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DH7424
 DH7424  HORZ ORDER  -  FIRST
 DH7424  VERT ORDER  -  THIRD ?
 DH7424  ELLP ORDER  -  FOURTH    CLASS I
 DH7424
 DH7424.The horizontal coordinates were established by GPS observations
 DH7424.and adjusted by the MN DEPT OF TRANSP in December 2005..
 DH7424
 DH7424.The orthometric height was determined by differential leveling.
 DH7424.The vertical network tie was performed by a horz. field party for horz.
 DH7424.obs reductions. Reset procedures were used to establish the elevation.
 DH7424
 DH7424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7424
 DH7424.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7424
 DH7424.The ellipsoidal height was determined by GPS observations
 DH7424.and is referenced to NAD 83.
 DH7424
 DH7424.The geoid height was determined by GEOID03.
 DH7424
 DH7424;                    North         East     Units Scale Factor Converg.
 DH7424;SPC MN C     -   138,075.111   796,898.243   MT  1.00007064   -0 01 43.1
 DH7424;UTM  15      - 5,021,813.464   398,969.473   MT  0.99972550   -0 55 02.6
 DH7424
 DH7424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7424!SPC MN C     -   0.99994846  x   1.00007064  =   1.00001910
 DH7424!UTM  15      -   0.99994846  x   0.99972550  =   0.99967398
 DH7424
 DH7424:                Primary Azimuth Mark                     Grid Az
 DH7424:SPC MN C     -  7303 E                                   202 15 07.2
 DH7424:UTM  15      -  7303 E                                   203 08 26.7
 DH7424
 DH7424|---------------------------------------------------------------------|
 DH7424| PID    Reference Object                     Distance      Geod. Az  |
 DH7424|                                                           dddmmss.s |
 DH7424| DH7423 7303 E                              APPROX. 1.4 KM 2021324.1 |
 DH7424|---------------------------------------------------------------------|
 DH7424
 DH7424                          SUPERSEDED SURVEY CONTROL
 DH7424
 DH7424.No superseded survey control is available for this station.
 DH7424
 DH7424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9896921813(NAD 83)
 DH7424_MARKER: DD = SURVEY DISK
 DH7424_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH7424_STAMPING: 7303 F 2005
 DH7424_MARK LOGO: MNDT  
 DH7424_PROJECTION: RECESSED 8 CENTIMETERS
 DH7424_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7424+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH7424_ROD/PIPE-DEPTH:  7.6 meters
 DH7424
 DH7424  HISTORY     - Date     Condition        Report By
 DH7424  HISTORY     - 2005     MONUMENTED       MNDT
 DH7424
 DH7424                          STATION DESCRIPTION
 DH7424
 DH7424'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH7424'2.0 MILES NORTH OF KIMBALL, GO 1.95 MILES NORTH ALONG TRUNK HIGHWAY 15
 DH7424'FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 55 IN KIMBALL, AT
 DH7424'TRUNK HIGHWAY 15 MILEPOINT 134.85, 69.4 FEET EAST SOUTHEAST OF TRUNK
 DH7424'HIGHWAY 15, 44.8 FEET NORTH OF POWER POLE, 1.7 FEET WEST OF WITNESS PO
 DH7424'ST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7425 ***********************************************************************
 DH7425  DESIGNATION -  7303 G
 DH7425  PID         -  DH7425
 DH7425  STATE/COUNTY-  MN/STEARNS
 DH7425  USGS QUAD   -  KIMBALL (1967)
 DH7425
 DH7425                         *CURRENT SURVEY CONTROL
 DH7425  ___________________________________________________________________
 DH7425* NAD 83(1996)-  45 22 26.88646(N)    094 16 22.10331(W)     ADJUSTED  
 DH7425* NAVD 88     -       351.26   (meters)    1152.4    (feet)  LEVELING  
 DH7425  ___________________________________________________________________
 DH7425  X           -    -334,404.363 (meters)                     COMP
 DH7425  Y           -  -4,475,846.748 (meters)                     COMP
 DH7425  Z           -   4,516,884.194 (meters)                     COMP
 DH7425  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 DH7425  ELLIP HEIGHT-         324.18  (meters)          (12/29/05) GPS OBS
 DH7425  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DH7425
 DH7425  HORZ ORDER  -  FIRST
 DH7425  VERT ORDER  -  THIRD ?
 DH7425  ELLP ORDER  -  FOURTH    CLASS I
 DH7425
 DH7425.The horizontal coordinates were established by GPS observations
 DH7425.and adjusted by the MN DEPT OF TRANSP in December 2005..
 DH7425
 DH7425.The orthometric height was determined by differential leveling.
 DH7425.The vertical network tie was performed by a horz. field party for horz.
 DH7425.obs reductions. Reset procedures were used to establish the elevation.
 DH7425
 DH7425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7425
 DH7425.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7425
 DH7425.The ellipsoidal height was determined by GPS observations
 DH7425.and is referenced to NAD 83.
 DH7425
 DH7425.The geoid height was determined by GEOID03.
 DH7425
 DH7425;                    North         East     Units Scale Factor Converg.
 DH7425;SPC MN C     -   141,585.017   798,213.413   MT  1.00006135   -0 00 59.4
 DH7425;UTM  15      - 5,025,301.346   400,338.480   MT  0.99972212   -0 54 21.4
 DH7425
 DH7425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7425!SPC MN C     -   0.99994918  x   1.00006135  =   1.00001052
 DH7425!UTM  15      -   0.99994918  x   0.99972212  =   0.99967131
 DH7425
 DH7425                          SUPERSEDED SURVEY CONTROL
 DH7425
 DH7425.No superseded survey control is available for this station.
 DH7425
 DH7425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0033825301(NAD 83)
 DH7425_MARKER: DD = SURVEY DISK
 DH7425_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH7425_STAMPING: 7303 G 2005
 DH7425_MARK LOGO: MNDT  
 DH7425_PROJECTION: FLUSH
 DH7425_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7425+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH7425_ROD/PIPE-DEPTH: 21.3 meters
 DH7425
 DH7425  HISTORY     - Date     Condition        Report By
 DH7425  HISTORY     - 2005     MONUMENTED       MNDT
 DH7425
 DH7425                          STATION DESCRIPTION
 DH7425
 DH7425'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH7425'4.0 MILES NORTH OF KIMBALL, 4.30 MILES NORTH ALONG TRUNK HIGHWAY 15 FR
 DH7425'OM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 55 IN KIMBALL, AT TR
 DH7425'UNK HIGHWAY 15 MILEPOINT 137.20, 59.8 FEET NORTHWEST OF TRUNK HIGHWAY
 DH7425'15, 8.7 FEET SOUTHEAST OF CABLE PEDESTAL, 1.4 FEET SOUTHEAST OF WITNES
 DH7425'S POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7426 ***********************************************************************
 DH7426  DESIGNATION -  7303 H
 DH7426  PID         -  DH7426
 DH7426  STATE/COUNTY-  MN/STEARNS
 DH7426  USGS QUAD   -  ST AUGUSTA (1974)
 DH7426
 DH7426                         *CURRENT SURVEY CONTROL
 DH7426  ___________________________________________________________________
 DH7426* NAD 83(1996)-  45 25 28.78355(N)    094 14 37.04269(W)     ADJUSTED  
 DH7426* NAVD 88     -       340.26   (meters)    1116.3    (feet)  LEVELING  
 DH7426  ___________________________________________________________________
 DH7426  X           -    -331,828.099 (meters)                     COMP
 DH7426  Y           -  -4,472,021.188 (meters)                     COMP
 DH7426  Z           -   4,520,819.581 (meters)                     COMP
 DH7426  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 DH7426  ELLIP HEIGHT-         313.19  (meters)          (12/29/05) GPS OBS
 DH7426  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 DH7426
 DH7426  HORZ ORDER  -  FIRST
 DH7426  VERT ORDER  -  THIRD ?
 DH7426  ELLP ORDER  -  FOURTH    CLASS I
 DH7426
 DH7426.The horizontal coordinates were established by GPS observations
 DH7426.and adjusted by the MN DEPT OF TRANSP in December 2005..
 DH7426
 DH7426.The orthometric height was determined by differential leveling.
 DH7426.The vertical network tie was performed by a horz. field party for horz.
 DH7426.obs reductions. Reset procedures were used to establish the elevation.
 DH7426
 DH7426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7426
 DH7426.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7426
 DH7426.The ellipsoidal height was determined by GPS observations
 DH7426.and is referenced to NAD 83.
 DH7426
 DH7426.The geoid height was determined by GEOID03.
 DH7426
 DH7426;                    North         East     Units Scale Factor Converg.
 DH7426;SPC MN C     -   147,200.630   800,499.104   MT  1.00004712   +0 00 16.6
 DH7426;UTM  15      - 5,030,878.910   402,710.326   MT  0.99971637   -0 53 09.4
 DH7426
 DH7426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7426!SPC MN C     -   0.99995090  x   1.00004712  =   0.99999802
 DH7426!UTM  15      -   0.99995090  x   0.99971637  =   0.99966728
 DH7426
 DH7426:                Primary Azimuth Mark                     Grid Az
 DH7426:SPC MN C     -  7303 J                                   352 56 18.3
 DH7426:UTM  15      -  7303 J                                   353 49 44.3
 DH7426
 DH7426|---------------------------------------------------------------------|
 DH7426| PID    Reference Object                     Distance      Geod. Az  |
 DH7426|                                                           dddmmss.s |
 DH7426| DH7427 7303 J                              APPROX. 1.6 KM 3525634.9 |
 DH7426|---------------------------------------------------------------------|
 DH7426
 DH7426                          SUPERSEDED SURVEY CONTROL
 DH7426
 DH7426.No superseded survey control is available for this station.
 DH7426
 DH7426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0271030879(NAD 83)
 DH7426_MARKER: DD = SURVEY DISK
 DH7426_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH7426_STAMPING: 7303 H 2005
 DH7426_MARK LOGO: MNDT  
 DH7426_PROJECTION: RECESSED 10 CENTIMETERS
 DH7426_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7426+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH7426_ROD/PIPE-DEPTH: 12.2 meters
 DH7426
 DH7426  HISTORY     - Date     Condition        Report By
 DH7426  HISTORY     - 2005     MONUMENTED       MNDT
 DH7426
 DH7426                          STATION DESCRIPTION
 DH7426
 DH7426'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH7426'8.50 MILE NORTH OF KIMBALL, GO 8.40 MILES NORTH ALONG TRUNK HIGHWAY 15
 DH7426'FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 55 IN KIMBALL, AT
 DH7426'TRUNK HIGHWAY 15 MILEPOST 141.30,  120.7 FEET NORTHEAST OF TRUNK HIGH
 DH7426'WAY 15,  26.6 FEET SOUTH  OF 207TH STREET, 8.3 FEET EAST OF CABLE PEDA
 DH7426'STAL, 1.1 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7427 ***********************************************************************
 DH7427  DESIGNATION -  7303 J
 DH7427  PID         -  DH7427
 DH7427  STATE/COUNTY-  MN/STEARNS
 DH7427  USGS QUAD   -  ST AUGUSTA (1974)
 DH7427
 DH7427                         *CURRENT SURVEY CONTROL
 DH7427  ___________________________________________________________________
 DH7427* NAD 83(1996)-  45 26 20.92428(N)    094 14 46.21138(W)     ADJUSTED  
 DH7427* NAVD 88     -       338.73   (meters)    1111.3    (feet)  LEVELING  
 DH7427  ___________________________________________________________________
 DH7427  X           -    -331,941.892 (meters)                     COMP
 DH7427  Y           -  -4,470,861.682 (meters)                     COMP
 DH7427  Z           -   4,521,948.173 (meters)                     COMP
 DH7427  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 DH7427  ELLIP HEIGHT-         311.67  (meters)          (12/29/05) GPS OBS
 DH7427  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 DH7427
 DH7427  HORZ ORDER  -  FIRST
 DH7427  VERT ORDER  -  THIRD ?
 DH7427  ELLP ORDER  -  FOURTH    CLASS I
 DH7427
 DH7427.The horizontal coordinates were established by GPS observations
 DH7427.and adjusted by the MN DEPT OF TRANSP in December 2005..
 DH7427
 DH7427.The orthometric height was determined by differential leveling.
 DH7427.The vertical network tie was performed by a horz. field party for horz.
 DH7427.obs reductions. Reset procedures were used to establish the elevation.
 DH7427
 DH7427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7427
 DH7427.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7427
 DH7427.The ellipsoidal height was determined by GPS observations
 DH7427.and is referenced to NAD 83.
 DH7427
 DH7427.The geoid height was determined by GEOID03.
 DH7427
 DH7427;                    North         East     Units Scale Factor Converg.
 DH7427;SPC MN C     -   148,810.393   800,299.694   MT  1.00004318   +0 00 10.0
 DH7427;UTM  15      - 5,032,491.048   402,536.020   MT  0.99971679   -0 53 16.7
 DH7427
 DH7427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7427!SPC MN C     -   0.99995114  x   1.00004318  =   0.99999432
 DH7427!UTM  15      -   0.99995114  x   0.99971679  =   0.99966794
 DH7427
 DH7427:                Primary Azimuth Mark                     Grid Az
 DH7427:SPC MN C     -  7303 H                                   172 56 18.4
 DH7427:UTM  15      -  7303 H                                   173 49 45.1
 DH7427
 DH7427|---------------------------------------------------------------------|
 DH7427| PID    Reference Object                     Distance      Geod. Az  |
 DH7427|                                                           dddmmss.s |
 DH7427| DH7426 7303 H                              APPROX. 1.6 KM 1725628.4 |
 DH7427|---------------------------------------------------------------------|
 DH7427
 DH7427                          SUPERSEDED SURVEY CONTROL
 DH7427
 DH7427.No superseded survey control is available for this station.
 DH7427
 DH7427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0253632491(NAD 83)
 DH7427_MARKER: DD = SURVEY DISK
 DH7427_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH7427_STAMPING: 7303 J 2005
 DH7427_MARK LOGO: MNDT  
 DH7427_PROJECTION: FLUSH
 DH7427_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7427+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH7427_ROD/PIPE-DEPTH: 19.8 meters
 DH7427
 DH7427  HISTORY     - Date     Condition        Report By
 DH7427  HISTORY     - 2005     MONUMENTED       MNDT
 DH7427
 DH7427                          STATION DESCRIPTION
 DH7427
 DH7427'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH7427'9.50 MILE NORTH OF KIMBALL, GO 9.40 MILES NORTH ALONG TRUNK HIGHWAY 15
 DH7427'FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 55 IN KIMBALL, AT
 DH7427'TRUNK HIGHWAY 15 MILEPOST 142.30, 1.0 MILES SOUTH OF SOUTHWEST CORNER
 DH7427'OF CEMETERY IN LUXEMBURG,  72.8 FEET EAST OF TRUNK HIGHWAY 15,  47.1
 DH7427'FEET SOUTH OF COUNTY ROAD 141 EAST, 11.0 FEET SOUTHWEST OF POWER-POLE,
 DH7427'1.3 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7428 ***********************************************************************
 DH7428  DESIGNATION -  7303 K
 DH7428  PID         -  DH7428
 DH7428  STATE/COUNTY-  MN/STEARNS
 DH7428  USGS QUAD   -  ST AUGUSTA (1974)
 DH7428
 DH7428                         *CURRENT SURVEY CONTROL
 DH7428  ___________________________________________________________________
 DH7428* NAD 83(1996)-  45 28 18.60566(N)    094 14 41.49917(W)     ADJUSTED  
 DH7428* NAVD 88     -       333.72   (meters)    1094.9    (feet)  LEVELING  
 DH7428  ___________________________________________________________________
 DH7428  X           -    -331,647.825 (meters)                     COMP
 DH7428  Y           -  -4,468,283.421 (meters)                     COMP
 DH7428  Z           -   4,524,493.239 (meters)                     COMP
 DH7428  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 DH7428  ELLIP HEIGHT-         306.69  (meters)          (12/29/05) GPS OBS
 DH7428  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DH7428
 DH7428  HORZ ORDER  -  FIRST
 DH7428  VERT ORDER  -  THIRD ?
 DH7428  ELLP ORDER  -  FOURTH    CLASS I
 DH7428
 DH7428.The horizontal coordinates were established by GPS observations
 DH7428.and adjusted by the MN DEPT OF TRANSP in December 2005..
 DH7428
 DH7428.The orthometric height was determined by differential leveling.
 DH7428.The vertical network tie was performed by a horz. field party for horz.
 DH7428.obs reductions. Reset procedures were used to establish the elevation.
 DH7428
 DH7428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7428
 DH7428.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7428
 DH7428.The ellipsoidal height was determined by GPS observations
 DH7428.and is referenced to NAD 83.
 DH7428
 DH7428.The geoid height was determined by GEOID03.
 DH7428
 DH7428;                    North         East     Units Scale Factor Converg.
 DH7428;SPC MN C     -   152,443.648   800,401.878   MT  1.00003452   +0 00 13.4
 DH7428;UTM  15      - 5,036,121.105   402,694.638   MT  0.99971641   -0 53 15.1
 DH7428
 DH7428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7428!SPC MN C     -   0.99995192  x   1.00003452  =   0.99998644
 DH7428!UTM  15      -   0.99995192  x   0.99971641  =   0.99966834
 DH7428
 DH7428:                Primary Azimuth Mark                     Grid Az
 DH7428:SPC MN C     -  7303 L                                   358 50 42.5
 DH7428:UTM  15      -  7303 L                                   359 44 11.0
 DH7428
 DH7428|---------------------------------------------------------------------|
 DH7428| PID    Reference Object                     Distance      Geod. Az  |
 DH7428|                                                           dddmmss.s |
 DH7428| DH7429 7303 L                              APPROX. 1.2 KM 3585055.9 |
 DH7428|---------------------------------------------------------------------|
 DH7428
 DH7428                          SUPERSEDED SURVEY CONTROL
 DH7428
 DH7428.No superseded survey control is available for this station.
 DH7428
 DH7428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0269536121(NAD 83)
 DH7428_MARKER: DD = SURVEY DISK
 DH7428_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH7428_STAMPING: 7303 K 2005
 DH7428_MARK LOGO: MNDT  
 DH7428_PROJECTION: FLUSH
 DH7428_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7428+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH7428_ROD/PIPE-DEPTH: 15.2 meters
 DH7428
 DH7428  HISTORY     - Date     Condition        Report By
 DH7428  HISTORY     - 2005     MONUMENTED       MNDT
 DH7428
 DH7428                          STATION DESCRIPTION
 DH7428
 DH7428'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH7428'1.50 MILE NORTH OF LUXEMBURG, GO 1.25 MILES NORTH ALONG TRUNK HIGHWAY
 DH7428'15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND SOUTHWEST CORNER OF CEMETERY
 DH7428'IN LUXEMBERG, TO TRUNK HIGHWAY 15 MILEPOST 144.55, THEN 0.05 MILES EAS
 DH7428'T ON COUNTY ROAD 47,  58.7 FEET NORTH OF COUNTY ROAD 47, 61.4 FEET EAS
 DH7428'T OF POWERPOLE, 23.3 FEET SOUTH OF EAST DRIVEWAY, 1.3 FEET SOUTH OF WI
 DH7428'TNESS POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7429 ***********************************************************************
 DH7429  DESIGNATION -  7303 L
 DH7429  PID         -  DH7429
 DH7429  STATE/COUNTY-  MN/STEARNS
 DH7429  USGS QUAD   -  ST AUGUSTA (1974)
 DH7429
 DH7429                         *CURRENT SURVEY CONTROL
 DH7429  ___________________________________________________________________
 DH7429* NAD 83(1996)-  45 28 57.98445(N)    094 14 42.62401(W)     ADJUSTED  
 DH7429* NAVD 88     -       335.07   (meters)    1099.3    (feet)  LEVELING  
 DH7429  ___________________________________________________________________
 DH7429  X           -    -331,608.097 (meters)                     COMP
 DH7429  Y           -  -4,467,418.122 (meters)                     COMP
 DH7429  Z           -   4,525,346.704 (meters)                     COMP
 DH7429  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 DH7429  ELLIP HEIGHT-         308.05  (meters)          (12/29/05) GPS OBS
 DH7429  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 DH7429
 DH7429  HORZ ORDER  -  FIRST
 DH7429  VERT ORDER  -  THIRD ?
 DH7429  ELLP ORDER  -  FOURTH    CLASS I
 DH7429
 DH7429.The horizontal coordinates were established by GPS observations
 DH7429.and adjusted by the MN DEPT OF TRANSP in December 2005..
 DH7429
 DH7429.The orthometric height was determined by differential leveling.
 DH7429.The vertical network tie was performed by a horz. field party for horz.
 DH7429.obs reductions. Reset procedures were used to establish the elevation.
 DH7429
 DH7429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7429
 DH7429.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7429
 DH7429.The ellipsoidal height was determined by GPS observations
 DH7429.and is referenced to NAD 83.
 DH7429
 DH7429.The geoid height was determined by GEOID03.
 DH7429
 DH7429;                    North         East     Units Scale Factor Converg.
 DH7429;SPC MN C     -   153,659.410   800,377.370   MT  1.00003170   +0 00 12.6
 DH7429;UTM  15      - 5,037,336.715   402,689.047   MT  0.99971642   -0 53 16.5
 DH7429
 DH7429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7429!SPC MN C     -   0.99995171  x   1.00003170  =   0.99998341
 DH7429!UTM  15      -   0.99995171  x   0.99971642  =   0.99966814
 DH7429
 DH7429:                Primary Azimuth Mark                     Grid Az
 DH7429:SPC MN C     -  7303 K                                   178 50 42.5
 DH7429:UTM  15      -  7303 K                                   179 44 11.6
 DH7429
 DH7429|---------------------------------------------------------------------|
 DH7429| PID    Reference Object                     Distance      Geod. Az  |
 DH7429|                                                           dddmmss.s |
 DH7429| DH7428 7303 K                              APPROX. 1.2 KM 1785055.1 |
 DH7429|---------------------------------------------------------------------|
 DH7429
 DH7429                          SUPERSEDED SURVEY CONTROL
 DH7429
 DH7429.No superseded survey control is available for this station.
 DH7429
 DH7429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0268937337(NAD 83)
 DH7429_MARKER: DD = SURVEY DISK
 DH7429_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH7429_STAMPING: 7303 L 2005
 DH7429_MARK LOGO: MNDT  
 DH7429_PROJECTION: FLUSH
 DH7429_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7429+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH7429_ROD/PIPE-DEPTH: 18.3 meters
 DH7429
 DH7429  HISTORY     - Date     Condition        Report By
 DH7429  HISTORY     - 2005     MONUMENTED       MNDT
 DH7429
 DH7429                          STATION DESCRIPTION
 DH7429
 DH7429'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH7429'5.50 MILES SOUTH OF SAINT CLOUD, GO 5.35 MILES SOUTH ALONG TRUNK HIGHW
 DH7429'AY 15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 23 EAST (DIV
 DH7429'ISION STREET), TO TRUNK HIGHWAY 15 MILEPOST 145.30, THEN 0.05 MILES NO
 DH7429'RTHEAST ON COUNTY ROAD 74, 71.8 FEET EAST SOUTHEAST OF COUNTY ROAD 74,
 DH7429'18.8 FEET SOUTH SOUTHWEST OF ENTRANCE, 5.1 FEET NORTH OF FIBER PEDEST
 DH7429'AL, 1.9 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7430 ***********************************************************************
 DH7430  DESIGNATION -  7303 N
 DH7430  PID         -  DH7430
 DH7430  STATE/COUNTY-  MN/STEARNS
 DH7430  USGS QUAD   -  ST CLOUD (1993)
 DH7430
 DH7430                         *CURRENT SURVEY CONTROL
 DH7430  ___________________________________________________________________
 DH7430* NAD 83(1996)-  45 31 00.88976(N)    094 13 29.88017(W)     ADJUSTED  
 DH7430* NAVD 88     -       331.87   (meters)    1088.8    (feet)  LEVELING  
 DH7430  ___________________________________________________________________
 DH7430  X           -    -329,832.985 (meters)                     COMP
 DH7430  Y           -  -4,464,833.443 (meters)                     COMP
 DH7430  Z           -   4,528,004.118 (meters)                     COMP
 DH7430  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 DH7430  ELLIP HEIGHT-         304.88  (meters)          (12/29/05) GPS OBS
 DH7430  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DH7430
 DH7430  HORZ ORDER  -  FIRST
 DH7430  VERT ORDER  -  THIRD ?
 DH7430  ELLP ORDER  -  FOURTH    CLASS I
 DH7430
 DH7430.The horizontal coordinates were established by GPS observations
 DH7430.and adjusted by the MN DEPT OF TRANSP in December 2005..
 DH7430
 DH7430.The orthometric height was determined by differential leveling.
 DH7430.The vertical network tie was performed by a horz. field party for horz.
 DH7430.obs reductions. Reset procedures were used to establish the elevation.
 DH7430
 DH7430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7430
 DH7430.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7430
 DH7430.The ellipsoidal height was determined by GPS observations
 DH7430.and is referenced to NAD 83.
 DH7430
 DH7430.The geoid height was determined by GEOID03.
 DH7430
 DH7430;                    North         East     Units Scale Factor Converg.
 DH7430;SPC MN C     -   157,454.224   801,956.012   MT  1.00002310   +0 01 05.2
 DH7430;UTM  15      - 5,041,105.321   404,326.049   MT  0.99971254   -0 52 26.5
 DH7430
 DH7430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7430!SPC MN C     -   0.99995220  x   1.00002310  =   0.99997530
 DH7430!UTM  15      -   0.99995220  x   0.99971254  =   0.99966476
 DH7430
 DH7430                          SUPERSEDED SURVEY CONTROL
 DH7430
 DH7430.No superseded survey control is available for this station.
 DH7430
 DH7430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0432641105(NAD 83)
 DH7430_MARKER: DD = SURVEY DISK
 DH7430_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH7430_STAMPING: 7303 N 2005
 DH7430_MARK LOGO: MNDT  
 DH7430_PROJECTION: FLUSH
 DH7430_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7430+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH7430_ROD/PIPE-DEPTH: 11.6 meters
 DH7430
 DH7430  HISTORY     - Date     Condition        Report By
 DH7430  HISTORY     - 2005     MONUMENTED       MNDT
 DH7430
 DH7430                          STATION DESCRIPTION
 DH7430
 DH7430'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH7430'3.0 MILE SOUTH OF ST CLOUD, GO 2.75 MILES SOUTH ALONG TRUNK HIGHWAY 15
 DH7430'FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 23 EAST IN ST CLO
 DH7430'UD, AT TRUNK HIGHWAY 15 MILEPOST 147.90,  95.2 FEET EAST-SOUTHEAST OF
 DH7430'NORTH BOUND TRUNK HIGHWAY 15,  4.0 FEET WEST NORTHWEST OF POWER POLE,
 DH7430'1.3 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1639 ***********************************************************************
 QP1639  DESIGNATION -  7304 A
 QP1639  PID         -  QP1639
 QP1639  STATE/COUNTY-  MN/STEARNS
 QP1639  USGS QUAD   -  LAKE KORONIS (1967)
 QP1639
 QP1639                         *CURRENT SURVEY CONTROL
 QP1639  ___________________________________________________________________
 QP1639* NAD 83(1986)-  45 21 36.     (N)    094 44 51.     (W)     SCALED    
 QP1639* NAVD 88     -       367.561  (meters)    1205.91   (feet)  ADJUSTED  
 QP1639  ___________________________________________________________________
 QP1639  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 QP1639  DYNAMIC HT  -         367.537 (meters)    1205.83  (feet)  COMP
 QP1639  MODELED GRAV-     980,540.1   (mgal)                       NAVD 88
 QP1639
 QP1639  VERT ORDER  -  FIRST     CLASS II
 QP1639
 QP1639.The horizontal coordinates were scaled from a topographic map and have
 QP1639.an estimated accuracy of +/- 6 seconds.
 QP1639
 QP1639.The orthometric height was determined by differential leveling
 QP1639.and adjusted by the National Geodetic Survey in June 1991..
 QP1639
 QP1639.The geoid height was determined by GEOID03.
 QP1639
 QP1639.The dynamic height is computed by dividing the NAVD 88
 QP1639.geopotential number by the normal gravity value computed on the
 QP1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1639.degrees latitude (g = 980.6199 gals.).
 QP1639
 QP1639.The modeled gravity was interpolated from observed gravity values.
 QP1639
 QP1639;                    North         East    Units  Estimated Accuracy
 QP1639;SPC MN C     -   140,140.      761,020.      MT  (+/- 180 meters Scaled)
 QP1639
 QP1639                          SUPERSEDED SURVEY CONTROL
 QP1639
 QP1639.No superseded survey control is available for this station.
 QP1639
 QP1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL631244(NAD 83)
 QP1639_MARKER: DV = VERTICAL CONTROL DISK
 QP1639_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1639_SP_SET: ALUMINUM ALLOY ROD
 QP1639_STAMPING: 7304 A
 QP1639_MARK LOGO: MNDT  
 QP1639_PROJECTION: FLUSH
 QP1639_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1639+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2001
 QP1639_ROD/PIPE-DEPTH: 10.7 meters
 QP1639
 QP1639  HISTORY     - Date     Condition        Report By
 QP1639  HISTORY     - 1988     MONUMENTED       MNDT
 QP1639  HISTORY     - 19900803 GOOD             NGS
 QP1639  HISTORY     - 20011009 POOR             MNDT
 QP1639
 QP1639                          STATION DESCRIPTION
 QP1639
 QP1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QP1639'2.9 KM (1.8 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION
 QP1639'OF STATE HIGHWAY 4 IN PAYNESVILLE, 23.0 M (75.5 FT) SOUTHEAST OF THE
 QP1639'HIGHWAY CENTERLINE, 20.7 M (67.9 FT) SOUTHWEST OF UTILITY POLE NUMBER
 QP1639'1040, 1.4 M (4.6 FT) SOUTHWEST OF A FENCE CORNER, 1.0 M (3.3 FT)
 QP1639'BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTHWEST OF A
 QP1639'WITNESS POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE THAT IS
 QP1639'FLUSH WITH THE GROUND SURFACE.
 QP1639
 QP1639                          STATION RECOVERY (2001)
 QP1639
 QP1639'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DAS)
 QP1639'RECOVERED AS DESCRIBED AT TH 23 MP 171.95.  THE DISK IS TIPPED AND
 QP1639'LOOSE, FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1640 ***********************************************************************
 QP1640  DESIGNATION -  7304 B
 QP1640  PID         -  QP1640
 QP1640  STATE/COUNTY-  MN/STEARNS
 QP1640  USGS QUAD   -  LAKE KORONIS (1967)
 QP1640
 QP1640                         *CURRENT SURVEY CONTROL
 QP1640  ___________________________________________________________________
 QP1640* NAD 83(1996)-  45 21 52.65711(N)    094 44 06.09493(W)     ADJUSTED  
 QP1640* NAVD 88     -       378.557  (meters)    1241.98   (feet)  ADJUSTED  
 QP1640  ___________________________________________________________________
 QP1640  X           -    -370,564.585 (meters)                     COMP
 QP1640  Y           -  -4,473,772.209 (meters)                     COMP
 QP1640  Z           -   4,516,161.396 (meters)                     COMP
 QP1640  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 QP1640  ELLIP HEIGHT-         351.76  (meters)          (08/23/04) GPS OBS
 QP1640  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 QP1640  DYNAMIC HT  -         378.533 (meters)    1241.90  (feet)  COMP
 QP1640  MODELED GRAV-     980,541.1   (mgal)                       NAVD 88
 QP1640
 QP1640  HORZ ORDER  -  FIRST
 QP1640  VERT ORDER  -  FIRST     CLASS II
 QP1640  ELLP ORDER  -  THIRD     CLASS II
 QP1640
 QP1640.The horizontal coordinates were established by GPS observations
 QP1640.and adjusted by the MN DEPT OF TRANSP in August 2004..
 QP1640
 QP1640.The orthometric height was determined by differential leveling
 QP1640.and adjusted by the National Geodetic Survey in June 1991..
 QP1640
 QP1640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1640
 QP1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1640
 QP1640.The ellipsoidal height was determined by GPS observations
 QP1640.and is referenced to NAD 83.
 QP1640
 QP1640.The geoid height was determined by GEOID03.
 QP1640
 QP1640.The dynamic height is computed by dividing the NAVD 88
 QP1640.geopotential number by the normal gravity value computed on the
 QP1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1640.degrees latitude (g = 980.6199 gals.).
 QP1640
 QP1640.The modeled gravity was interpolated from observed gravity values.
 QP1640
 QP1640;                    North         East     Units Scale Factor Converg.
 QP1640;SPC MN C     -   140,644.322   761,998.342   MT  1.00006412   -0 21 03.1
 QP1640;UTM  15      - 5,024,921.315   364,123.722   MT  0.99982700   -1 14 05.4
 QP1640
 QP1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1640!SPC MN C     -   0.99994485  x   1.00006412  =   1.00000897
 QP1640!UTM  15      -   0.99994485  x   0.99982700  =   0.99977186
 QP1640
 QP1640                          SUPERSEDED SURVEY CONTROL
 QP1640
 QP1640  NAVD 88 (08/23/04)  378.56   (m)         1242.0    (f) LEVELING    3  
 QP1640
 QP1640.Superseded values are not recommended for survey control.
 QP1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1640.See file dsdata.txt to determine how the superseded data were derived.
 QP1640
 QP1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6412424921(NAD 83)
 QP1640_MARKER: DV = VERTICAL CONTROL DISK
 QP1640_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1640_SP_SET: ALUMINUM ALLOY ROD
 QP1640_STAMPING: 7304 B 1988
 QP1640_MARK LOGO: MNDT  
 QP1640_PROJECTION: RECESSED 3 CENTIMETERS
 QP1640_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1640+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004
 QP1640_ROD/PIPE-DEPTH:  9.1 meters
 QP1640
 QP1640  HISTORY     - Date     Condition        Report By
 QP1640  HISTORY     - 1988     MONUMENTED       MNDT
 QP1640  HISTORY     - 19900803 GOOD             NGS
 QP1640  HISTORY     - 20011009 GOOD             MNDT
 QP1640  HISTORY     - 20040119 GOOD             MNDT
 QP1640
 QP1640                          STATION DESCRIPTION
 QP1640
 QP1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QP1640'1.8 KM (1.1 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION
 QP1640'OF STATE HIGHWAY 4 IN PAYNESVILLE, 36.2 M (118.8 FT) NORTHEAST OF THE
 QP1640'CENTER OF A DRIVEWAY, 31.7 M (104.0 FT) SOUTHWEST OF UTILITY POLE
 QP1640'NUMBER 1020 WITH A GUY WIRE, 21.8 M (71.5 FT) SOUTHEAST OF THE
 QP1640'HIGHWAY CENTERLINE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 QP1640'AND 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST.  NOTE--THE ROD IS
 QP1640'ENCASED IN A 6-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 QP1640
 QP1640                          STATION RECOVERY (2001)
 QP1640
 QP1640'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DAS)
 QP1640'RECOVERED 1 MI (1.6 KM) SW OF PAYNESVILLE, 1.1 MI (1.8 KM) SW OF JCT
 QP1640'TH 55 AT TH 23 MP 172.65, 70.5 FT (21.5 M) SE OF TH 23, 143.5 FT (43.7
 QP1640'M) ENE OF P-POLE NO 1027, 142 FT (43.3 M) ENE OF TEL CABLE PEDESTAL,
 QP1640'104.5 FT (31.9 M) WSW OF P-POLE NO 1026, 1.4 FT (0.4 M) NNW OF WIT
 QP1640'POST, RECESSED 1 INCH.
 QP1640
 QP1640                          STATION RECOVERY (2004)
 QP1640
 QP1640'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 QP1640'1.1 MILES SOUTH AND SOUTHWEST ON TRUNK HIGHWAY 23 FROM JUNCTION OF
 QP1640'TRUNK HIGHWAY 4-TH 23 AND TRUNK HIGHWAY 55 AT PANESVILLE, 70.5 FEET
 QP1640'SOUTHEAST OF TRUNK HIGHWAY 23, AT TRUNK HIGHWAY 23 MILEPOINT 172.65,
 QP1640'21 FEET NORTHEAST OF ENTRANCE, 104.5 FEET WEST-SOUTHWEST OF POWER POLE
 QP1640'1026, 143.5 FEET EAST-NORTHEAST OF POWER POLE 1027, 142.0 FEET
 QP1640'EAST-NORTHEAST OF TELEPHONE CABLE PEDESTAL, 1.4 FEET NORTH-NORTHWEST
 QP1640'OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1641 ***********************************************************************
 QP1641  DESIGNATION -  7304 C
 QP1641  PID         -  QP1641
 QP1641  STATE/COUNTY-  MN/STEARNS
 QP1641  USGS QUAD   -  LAKE KORONIS (1967)
 QP1641
 QP1641                         *CURRENT SURVEY CONTROL
 QP1641  ___________________________________________________________________
 QP1641* NAD 83(1986)-  45 22 28.     (N)    094 43 44.     (W)     SCALED    
 QP1641* NAVD 88     -       357.968  (meters)    1174.43   (feet)  ADJUSTED  
 QP1641  ___________________________________________________________________
 QP1641  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 QP1641  DYNAMIC HT  -         357.945 (meters)    1174.36  (feet)  COMP
 QP1641  MODELED GRAV-     980,542.6   (mgal)                       NAVD 88
 QP1641
 QP1641  VERT ORDER  -  FIRST     CLASS II
 QP1641
 QP1641.The horizontal coordinates were scaled from a topographic map and have
 QP1641.an estimated accuracy of +/- 6 seconds.
 QP1641
 QP1641.The orthometric height was determined by differential leveling
 QP1641.and adjusted by the National Geodetic Survey in June 1991..
 QP1641
 QP1641.The geoid height was determined by GEOID03.
 QP1641
 QP1641.The dynamic height is computed by dividing the NAVD 88
 QP1641.geopotential number by the normal gravity value computed on the
 QP1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1641.degrees latitude (g = 980.6199 gals.).
 QP1641
 QP1641.The modeled gravity was interpolated from observed gravity values.
 QP1641
 QP1641;                    North         East    Units  Estimated Accuracy
 QP1641;SPC MN C     -   141,730.      762,490.      MT  (+/- 180 meters Scaled)
 QP1641
 QP1641                          SUPERSEDED SURVEY CONTROL
 QP1641
 QP1641.No superseded survey control is available for this station.
 QP1641
 QP1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL646260(NAD 83)
 QP1641_MARKER: DV = VERTICAL CONTROL DISK
 QP1641_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1641_SP_SET: ALUMINUM ALLOY ROD
 QP1641_STAMPING: 7304 C
 QP1641_MARK LOGO: MNDT  
 QP1641_PROJECTION: FLUSH
 QP1641_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1641+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2001
 QP1641_ROD/PIPE-DEPTH: 13.7 meters
 QP1641
 QP1641  HISTORY     - Date     Condition        Report By
 QP1641  HISTORY     - 1988     MONUMENTED       MNDT
 QP1641  HISTORY     - 19900803 GOOD             NGS
 QP1641  HISTORY     - 19950531 GOOD             MNDT
 QP1641  HISTORY     - 20011009 GOOD             MNDT
 QP1641
 QP1641                          STATION DESCRIPTION
 QP1641
 QP1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QP1641'0.5 KM (0.3 MI) SOUTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 QP1641'STATE HIGHWAY 4 IN PAYNESVILLE, 23.3 M (76.4 FT) EAST OF THE HIGHWAY
 QP1641'CENTERLINE, 20.2 M (66.3 FT) NORTH OF THE CENTER OF THE ENTRANCE TO
 QP1641'THE PAYNESVILLE HIGH SCHOOL PARKING LOT, 13.2 M (43.3 FT) WEST OF THE
 QP1641'WEST EDGE OF THE PARKING LOT, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 QP1641'HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST.  NOTE--THE ROD
 QP1641'IN ENCASED IN A 6-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND
 QP1641'SURFACE.
 QP1641
 QP1641                          STATION RECOVERY (1995)
 QP1641
 QP1641'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 QP1641'THE MARK IS LOCATED AT PAYNESVILLE, 0.3 MI (0.5 KM) SOUTH ON TH 23 FRO
 QP1641'JCT OF TH 4, TH 23 AND TH 55, 75 FT (22.9 M) EAST OF TH 23, AT TH 23
 QP1641'MP 173.45, 66.0 FT (20.1 M) NORTH OF ENT TO SCHOOL AND PARKING LOT, AT
 QP1641'SOUTH END OF ROW OF BUSHES, 19.3 FT (5.9 M) WNW OF MOST SOUTHERLY
 QP1641'TREE, 1.5 FT (0.5 M) SOUTH OF WIT POST.
 QP1641
 QP1641                          STATION RECOVERY (2001)
 QP1641
 QP1641'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DAS)
 QP1641'RECOVERED AS DESCRIBED, FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0063 ***********************************************************************
 QP0063  DESIGNATION -  7305 A
 QP0063  PID         -  QP0063
 QP0063  STATE/COUNTY-  MN/STEARNS
 QP0063  USGS QUAD   -  ST JOSEPH (1993)
 QP0063
 QP0063                         *CURRENT SURVEY CONTROL
 QP0063  ___________________________________________________________________
 QP0063* NAD 83(1986)-  45 32 35.     (N)    094 15 01.     (W)     SCALED    
 QP0063* NAVD 88     -       324.328  (meters)    1064.07   (feet)  ADJUSTED  
 QP0063  ___________________________________________________________________
 QP0063  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 QP0063  DYNAMIC HT  -         324.320 (meters)    1064.04  (feet)  COMP
 QP0063  MODELED GRAV-     980,581.5   (mgal)                       NAVD 88
 QP0063
 QP0063  VERT ORDER  -  FIRST     CLASS II
 QP0063
 QP0063.The horizontal coordinates were scaled from a topographic map and have
 QP0063.an estimated accuracy of +/- 6 seconds.
 QP0063
 QP0063.The orthometric height was determined by differential leveling
 QP0063.and adjusted by the National Geodetic Survey in June 1991..
 QP0063
 QP0063.The geoid height was determined by GEOID03.
 QP0063
 QP0063.The dynamic height is computed by dividing the NAVD 88
 QP0063.geopotential number by the normal gravity value computed on the
 QP0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0063.degrees latitude (g = 980.6199 gals.).
 QP0063
 QP0063.The modeled gravity was interpolated from observed gravity values.
 QP0063
 QP0063;                    North         East    Units  Estimated Accuracy
 QP0063;SPC MN C     -   160,360.      799,980.      MT  (+/- 180 meters Scaled)
 QP0063
 QP0063                          SUPERSEDED SURVEY CONTROL
 QP0063
 QP0063  NGVD 29 (??/??/92)  324.203  (m)         1063.66   (f) ADJ UNCH    1 2
 QP0063
 QP0063.Superseded values are not recommended for survey control.
 QP0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0063.See file dsdata.txt to determine how the superseded data were derived.
 QP0063
 QP0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL023440(NAD 83)
 QP0063_MARKER: DB = BENCH MARK DISK
 QP0063_SETTING: 66 = SET IN ROCK OUTCROP
 QP0063_SP_SET: IN A DRILL HOLE IN BEDROCK
 QP0063_STAMPING: 7305 A 1972
 QP0063_MARK LOGO: MNHD  
 QP0063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QP0063+STABILITY: POSITION/ELEVATION WELL
 QP0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0063+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1990
 QP0063
 QP0063  HISTORY     - Date     Condition        Report By
 QP0063  HISTORY     - 1972     MONUMENTED       MNHD
 QP0063  HISTORY     - 19900808 GOOD             NGS
 QP0063
 QP0063                          STATION DESCRIPTION
 QP0063
 QP0063'DESCRIBED BY MN HIGHWAY DEPT 1972
 QP0063'1.6 MI SW FROM WAITE PARK.
 QP0063'MARK IS LOCATED 1.6 MILES SOUTHWEST ALONG TH 23 FROM THE JUNCTION OF
 QP0063'TH 23 AND TH 52 (BRIDGE) IN WAITE PARK, 99 FEET SOUTHWEST OF NORTHWEST
 QP0063'END OF A 36 INCH CONCRETE CULVERT UNDER TH 23, 50 FEET SOUTHEAST OF
 QP0063'THE SOUTHEAST RAIL OF THE BURLINGTON NORTHERN RAILROAD, 47 FEET
 QP0063'NORTHWEST OF, 2 FEET HIGHER THAN THE CENTERLINE OF TH 23 AT MILE POINT
 QP0063'202.0, 23 FEET SOUTHWEST OF A POWER POLE (NO. 693), ABOUT 26 FEET
 QP0063'NORTHEAST OF AND 3 FEET LOWER THAN THE HIGH POINT OF A LARGE GRANITE
 QP0063'OUTCROP AND 2 FEET NORTHWEST OF THE SOUTHEAST FACE OF THE ROCK CUT,
 QP0063'AND CEMENTED INTO THE ROCK.  NW 1/4 SECTION 19, T 124N, R 28W.
 QP0063
 QP0063                          STATION RECOVERY (1990)
 QP0063
 QP0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QP0063'2.2 KM (1.4 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 23 FROM THE
 QP0063'JUNCTION OF U.S. HIGHWAY 52 IN WAITE PARK, NEAR THE NORTHEAST END OF
 QP0063'A 30 BY 35 FOOT AREA OF OUTCROPPING BEDROCK, 15.2 M (49.9 FT)
 QP0063'SOUTHEAST OF THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 14.2
 QP0063'M (46.6 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 7.6 M (24.9 FT)
 QP0063'SOUTHWEST OF UTILITY POLE NUMBER 693, 2.6 M (8.5 FT) SOUTHWEST OF THE
 QP0063'NORTHEAST END OF THE OUTCROP, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 QP0063'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1922 ***********************************************************************
 QP1922  DESIGNATION -  7305 AA
 QP1922  PID         -  QP1922
 QP1922  STATE/COUNTY-  MN/STEARNS
 QP1922  USGS QUAD   -  PAYNESVILLE (1967)
 QP1922
 QP1922                         *CURRENT SURVEY CONTROL
 QP1922  ___________________________________________________________________
 QP1922* NAD 83(1986)-  45 25 36.     (N)    094 38 27.     (W)     SCALED    
 QP1922* NAVD 88     -       370.408  (meters)    1215.25   (feet)  ADJUSTED  
 QP1922  ___________________________________________________________________
 QP1922  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 QP1922  DYNAMIC HT  -         370.389 (meters)    1215.18  (feet)  COMP
 QP1922  MODELED GRAV-     980,554.5   (mgal)                       NAVD 88
 QP1922
 QP1922  VERT ORDER  -  SECOND    CLASS I
 QP1922
 QP1922.The horizontal coordinates were scaled from a topographic map and have
 QP1922.an estimated accuracy of +/- 6 seconds.
 QP1922
 QP1922.The orthometric height was determined by differential leveling
 QP1922.and adjusted by the National Geodetic Survey in June 1995..
 QP1922
 QP1922.The geoid height was determined by GEOID03.
 QP1922
 QP1922.The dynamic height is computed by dividing the NAVD 88
 QP1922.geopotential number by the normal gravity value computed on the
 QP1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1922.degrees latitude (g = 980.6199 gals.).
 QP1922
 QP1922.The modeled gravity was interpolated from observed gravity values.
 QP1922
 QP1922;                    North         East    Units  Estimated Accuracy
 QP1922;SPC MN C     -   147,500.      769,410.      MT  (+/- 180 meters Scaled)
 QP1922
 QP1922                          SUPERSEDED SURVEY CONTROL
 QP1922
 QP1922.No superseded survey control is available for this station.
 QP1922
 QP1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL716316(NAD 83)
 QP1922_MARKER: DV = VERTICAL CONTROL DISK
 QP1922_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1922_SP_SET: ALUMINUM ALLOY ROD
 QP1922_STAMPING: 7305 AA 1988
 QP1922_MARK LOGO: MNDT  
 QP1922_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1922
 QP1922  HISTORY     - Date     Condition        Report By
 QP1922  HISTORY     - 1988     MONUMENTED       MNDT
 QP1922
 QP1922                          STATION DESCRIPTION
 QP1922
 QP1922'DESCRIBED BY MN DEPT OF TRANSP 1988
 QP1922'THE MARK IS LOCATED AT THE SOUTH EDGE OF THE VILLAGE OF ROSCOE IN THE
 QP1922'NORTHWEST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 23 (SOUTH AND
 QP1922'NORTHEAST), COUNTY ROAD 10 (NORTH) AND AN EAST-WEST GRAVEL ROAD
 QP1922'(210TH STREET) AND IN THE SE 1/4 OF SECTION 25, T123N, R32W.  THE
 QP1922'MARK IS 323.0 FT (98.5 M) WEST OF THE CENTERLINE OF HIGHWAY 23 AT
 QP1922'MILEPOINT 179.95, 25.0 FT (7.6 M) NORTH OF AND ABOUT LEVEL WITH THE
 QP1922'CENTER OF THE GRAVEL ROAD, 3.1 FT (0.9 M) EAST OF A POWER POLE WITH
 QP1922'AN ANCHOR AND 1.1 FT (0.3 M) SOUTH OF A STEEL WITNESS POST.  THE
 QP1922'MARK, A STANDARD MNDT ALUMINUM MAGNETIC VERTICAL CONTROL MONUMENT
 QP1922'DISK STAMPED---7305 AA 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 QP1922'DIAMETER BY 25 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND IS
 QP1922'BURIED 0.1 FT (0.03 M) BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1649 ***********************************************************************
 QP1649  DESIGNATION -  7305 AB
 QP1649  PID         -  QP1649
 QP1649  STATE/COUNTY-  MN/STEARNS
 QP1649  USGS QUAD   -  PAYNESVILLE (1967)
 QP1649
 QP1649                         *CURRENT SURVEY CONTROL
 QP1649  ___________________________________________________________________
 QP1649* NAD 83(1986)-  45 24 57.     (N)    094 38 22.     (W)     SCALED    
 QP1649* NAVD 88     -       359.523  (meters)    1179.54   (feet)  ADJUSTED  
 QP1649  ___________________________________________________________________
 QP1649  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 QP1649  DYNAMIC HT  -         359.504 (meters)    1179.47  (feet)  COMP
 QP1649  MODELED GRAV-     980,552.9   (mgal)                       NAVD 88
 QP1649
 QP1649  VERT ORDER  -  FIRST     CLASS II
 QP1649
 QP1649.The horizontal coordinates were scaled from a topographic map and have
 QP1649.an estimated accuracy of +/- 6 seconds.
 QP1649
 QP1649.The orthometric height was determined by differential leveling
 QP1649.and adjusted by the National Geodetic Survey in June 1991..
 QP1649
 QP1649.The geoid height was determined by GEOID03.
 QP1649
 QP1649.The dynamic height is computed by dividing the NAVD 88
 QP1649.geopotential number by the normal gravity value computed on the
 QP1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1649.degrees latitude (g = 980.6199 gals.).
 QP1649
 QP1649.The modeled gravity was interpolated from observed gravity values.
 QP1649
 QP1649;                    North         East    Units  Estimated Accuracy
 QP1649;SPC MN C     -   146,290.      769,520.      MT  (+/- 180 meters Scaled)
 QP1649
 QP1649                          SUPERSEDED SURVEY CONTROL
 QP1649
 QP1649.No superseded survey control is available for this station.
 QP1649
 QP1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL717304(NAD 83)
 QP1649_MARKER: DV = VERTICAL CONTROL DISK
 QP1649_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1649_SP_SET: ALUMINUM ALLOY ROD
 QP1649_STAMPING: 7305 AB 1988
 QP1649_MARK LOGO: MNDT  
 QP1649_PROJECTION: FLUSH
 QP1649_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1649+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1990
 QP1649_ROD/PIPE-DEPTH: 7.0  meters
 QP1649
 QP1649  HISTORY     - Date     Condition        Report By
 QP1649  HISTORY     - 1988     MONUMENTED       MNDT
 QP1649  HISTORY     - 19900807 GOOD             NGS
 QP1649
 QP1649                          STATION DESCRIPTION
 QP1649
 QP1649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QP1649'8.7 KM (5.4 MI) NORTHEASTERLY ALONG STATE HIGHWAY 23 FROM THE
 QP1649'JUNCTION OF STATE HIGHWAY 4 IN PAYNESVILLE, 28.4 M (93.2 FT) EAST OF
 QP1649'AND LEVEL WITH THE HIGHWAY CENTERLINE, 16.5 M (54.1 FT) NORTHEAST OF
 QP1649'THE CENTER OF A DRIVEWAY, 2.1 M (6.9 FT) NORTH OF A UTILITY POLE, 2.0
 QP1649'M (6.6 FT) SOUTH OF A UTILITY POLE, AND 0.3 M (1.0 FT) NORTH OF A
 QP1649'WITNESS POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE THAT IS
 QP1649'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1648 ***********************************************************************
 QP1648  DESIGNATION -  7305 AC
 QP1648  PID         -  QP1648
 QP1648  STATE/COUNTY-  MN/STEARNS
 QP1648  USGS QUAD   -  PAYNESVILLE (1967)
 QP1648
 QP1648                         *CURRENT SURVEY CONTROL
 QP1648  ___________________________________________________________________
 QP1648* NAD 83(1986)-  45 24 22.     (N)    094 38 49.     (W)     SCALED    
 QP1648* NAVD 88     -       360.089  (meters)    1181.39   (feet)  ADJUSTED  
 QP1648  ___________________________________________________________________
 QP1648  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 QP1648  DYNAMIC HT  -         360.070 (meters)    1181.33  (feet)  COMP
 QP1648  MODELED GRAV-     980,550.9   (mgal)                       NAVD 88
 QP1648
 QP1648  VERT ORDER  -  FIRST     CLASS II
 QP1648
 QP1648.The horizontal coordinates were scaled from a topographic map and have
 QP1648.an estimated accuracy of +/- 6 seconds.
 QP1648
 QP1648.The orthometric height was determined by differential leveling
 QP1648.and adjusted by the National Geodetic Survey in June 1991..
 QP1648
 QP1648.The geoid height was determined by GEOID03.
 QP1648
 QP1648.The dynamic height is computed by dividing the NAVD 88
 QP1648.geopotential number by the normal gravity value computed on the
 QP1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1648.degrees latitude (g = 980.6199 gals.).
 QP1648
 QP1648.The modeled gravity was interpolated from observed gravity values.
 QP1648
 QP1648;                    North         East    Units  Estimated Accuracy
 QP1648;SPC MN C     -   145,220.      768,920.      MT  (+/- 180 meters Scaled)
 QP1648
 QP1648                          SUPERSEDED SURVEY CONTROL
 QP1648
 QP1648.No superseded survey control is available for this station.
 QP1648
 QP1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL711293(NAD 83)
 QP1648_MARKER: DV = VERTICAL CONTROL DISK
 QP1648_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1648_SP_SET: ALUMINUM ALLOY ROD
 QP1648_STAMPING: 7305 AC 1988
 QP1648_MARK LOGO: MNDT  
 QP1648_PROJECTION: FLUSH
 QP1648_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1648_ROD/PIPE-DEPTH: 10.7 meters
 QP1648
 QP1648  HISTORY     - Date     Condition        Report By
 QP1648  HISTORY     - 1988     MONUMENTED       MNDT
 QP1648  HISTORY     - 19900807 GOOD             NGS
 QP1648
 QP1648                          STATION DESCRIPTION
 QP1648
 QP1648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QP1648'7.4 KM (4.6 MI) NORTHEASTERLY ALONG STATE HIGHWAY 23 FROM THE
 QP1648'JUNCTION OF STATE HIGHWAY 4 IN PAYNESVILLE, 17.9 M (58.7 FT)
 QP1648'SOUTHEAST OF THE HIGHWAY CENTERLINE, 6.4 M (21.0 FT) SOUTHWEST OF THE
 QP1648'CENTER OF A FIELD ENTRANCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 QP1648'HIGHWAY, AND 0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST.  NOTE--THE
 QP1648'ROD IS ENCASED IN A 6-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND
 QP1648'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1923 ***********************************************************************
 QP1923  DESIGNATION -  7305 AD
 QP1923  PID         -  QP1923
 QP1923  STATE/COUNTY-  MN/STEARNS
 QP1923  USGS QUAD   -  PAYNESVILLE (1967)
 QP1923
 QP1923                         *CURRENT SURVEY CONTROL
 QP1923  ___________________________________________________________________
 QP1923* NAD 83(1996)-  45 23 27.55941(N)    094 40 20.92103(W)     ADJUSTED  
 QP1923* NAVD 88     -       360.460  (meters)    1182.61   (feet)  ADJUSTED  
 QP1923  ___________________________________________________________________
 QP1923  X           -    -365,509.551 (meters)                     COMP
 QP1923  Y           -  -4,472,082.912 (meters)                     COMP
 QP1923  Z           -   4,518,206.616 (meters)                     COMP
 QP1923  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 QP1923  ELLIP HEIGHT-         333.66  (meters)          (08/23/04) GPS OBS
 QP1923  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 QP1923  DYNAMIC HT  -         360.439 (meters)    1182.54  (feet)  COMP
 QP1923  MODELED GRAV-     980,547.3   (mgal)                       NAVD 88
 QP1923
 QP1923  HORZ ORDER  -  FIRST
 QP1923  VERT ORDER  -  SECOND    CLASS I
 QP1923  ELLP ORDER  -  THIRD     CLASS II
 QP1923
 QP1923.The horizontal coordinates were established by GPS observations
 QP1923.and adjusted by the MN DEPT OF TRANSP in August 2004..
 QP1923
 QP1923.The orthometric height was determined by differential leveling
 QP1923.and adjusted by the National Geodetic Survey in June 1995..
 QP1923
 QP1923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1923
 QP1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1923
 QP1923.The ellipsoidal height was determined by GPS observations
 QP1923.and is referenced to NAD 83.
 QP1923
 QP1923.The geoid height was determined by GEOID03.
 QP1923
 QP1923.The dynamic height is computed by dividing the NAVD 88
 QP1923.geopotential number by the normal gravity value computed on the
 QP1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1923.degrees latitude (g = 980.6199 gals.).
 QP1923
 QP1923.The modeled gravity was interpolated from observed gravity values.
 QP1923
 QP1923;                    North         East     Units Scale Factor Converg.
 QP1923;SPC MN C     -   143,546.205   766,914.560   MT  1.00005652   -0 18 20.2
 QP1923;UTM  15      - 5,027,746.271   369,082.957   MT  0.99981073   -1 11 27.0
 QP1923
 QP1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1923!SPC MN C     -   0.99994769  x   1.00005652  =   1.00000421
 QP1923!UTM  15      -   0.99994769  x   0.99981073  =   0.99975843
 QP1923
 QP1923|---------------------------------------------------------------------|
 QP1923| PID    Reference Object                     Distance      Geod. Az  |
 QP1923|                                                           dddmmss.s |
 QP1923| QP1646 F 384                               315.915 METERS 24623     |
 QP1923|---------------------------------------------------------------------|
 QP1923
 QP1923                          SUPERSEDED SURVEY CONTROL
 QP1923
 QP1923  NAVD 88 (08/23/04)  360.46   (m)         1182.6    (f) LEVELING    3  
 QP1923
 QP1923.Superseded values are not recommended for survey control.
 QP1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1923.See file dsdata.txt to determine how the superseded data were derived.
 QP1923
 QP1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6908327746(NAD 83)
 QP1923_MARKER: DV = VERTICAL CONTROL DISK
 QP1923_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1923_SP_SET: ALUMINUM ALLOY ROD
 QP1923_STAMPING: 7305 AD 1988
 QP1923_MARK LOGO: MNDT  
 QP1923_PROJECTION: RECESSED 3 CENTIMETERS
 QP1923_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1923+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2004
 QP1923_ROD/PIPE-DEPTH:  9.1 meters
 QP1923
 QP1923  HISTORY     - Date     Condition        Report By
 QP1923  HISTORY     - 1988     MONUMENTED       MNDT
 QP1923  HISTORY     - 20040119 GOOD             MNDT
 QP1923
 QP1923                          STATION DESCRIPTION
 QP1923
 QP1923'DESCRIBED BY MN DEPT OF TRANSP 1988
 QP1923'THE MARK IS LOCATED 3.0 MI (4.8 KM) EASTERLY ALONG TRUNK HIGHWAY 23
 QP1923'FROM ITS JUNCTION WITH TRUNK HIGHWAYS 4 AND 55 IN THE TOWN OF
 QP1923'PAYNESVILLE AND IN THE NW 1/4 OF SECTION 11, T122N, R32W.  THE MARK
 QP1923'IS 74.5 FT (22.7 M) NORTHWEST OF AND ABOUT 4 FT (1.2 M) LOWER THAN
 QP1923'THE CENTERLINE OF TRUNK HIGHWAY 23 AT MILEPOINT 176.75, 21.0 FT
 QP1923'(6.4 M) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE, 8.2 FT (2.5 M)
 QP1923'NORTHWEST OF A CORNER POST, 9.8 FT (3.0 M) WEST-SOUTHWEST OF A STEEL
 QP1923'POST WITH A SIGN, 25.5 FT (7.8 M) WEST-SOUTHWEST OF AN 8 INCH PINE
 QP1923'TREE (MOST WESTERLY OF A GROVE OF PINE TREES) AND 1.6 FT (0.5 M)
 QP1923'SOUTH-SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1923'ALUMINUM MAGNETIC VERTICAL CONTROL MONUMENT DISK STAMPED---7305 AD
 QP1923'1988---, IS FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 30 FOOT
 QP1923'LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND IS BURIED 0.1 FT
 QP1923'(0.03 M) BELOW THE SURFACE OF THE GROUND.
 QP1923
 QP1923                          STATION RECOVERY (2004)
 QP1923
 QP1923'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 QP1923'3.0 MILES EAST ON TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY
 QP1923'23-TH 4 AND TRUNK HIGHWAY 55 AT PAYNESVILLE, 74.5 FEET NORTHWEST OF
 QP1923'TRUNK HIGHWAY 23, AT TRUNK HIGHWAY 23 MILEPOINT 176.75, 21.0 FEET
 QP1923'NORTHEAST OF FIELD ENTRANCE, 8.2 FEET NORTHWEST OF CORNER POST, 9.8
 QP1923'FEET WEST-SOUTHWEST OF STEEL SIGN POST WITH SIGN, 25.5 FEET
 QP1923'WEST-SOUTHWEST OF 8 INCH PINE TREE (MOST WESTERLY IN GROVE), 1.6 FEET
 QP1923'NORTH-NORTHEAST OF WITNESS POST, GOOD FOR GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1645 ***********************************************************************
 QP1645  DESIGNATION -  7305 AE
 QP1645  PID         -  QP1645
 QP1645  STATE/COUNTY-  MN/STEARNS
 QP1645  USGS QUAD   -  PAYNESVILLE (1967)
 QP1645
 QP1645                         *CURRENT SURVEY CONTROL
 QP1645  ___________________________________________________________________
 QP1645* NAD 83(1986)-  45 23 13.     (N)    094 41 10.     (W)     SCALED    
 QP1645* NAVD 88     -       355.781  (meters)    1167.26   (feet)  ADJUSTED  
 QP1645  ___________________________________________________________________
 QP1645  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 QP1645  DYNAMIC HT  -         355.759 (meters)    1167.19  (feet)  COMP
 QP1645  MODELED GRAV-     980,546.1   (mgal)                       NAVD 88
 QP1645
 QP1645  VERT ORDER  -  FIRST     CLASS II
 QP1645
 QP1645.The horizontal coordinates were scaled from a topographic map and have
 QP1645.an estimated accuracy of +/- 6 seconds.
 QP1645
 QP1645.The orthometric height was determined by differential leveling
 QP1645.and adjusted by the National Geodetic Survey in June 1991..
 QP1645
 QP1645.The geoid height was determined by GEOID03.
 QP1645
 QP1645.The dynamic height is computed by dividing the NAVD 88
 QP1645.geopotential number by the normal gravity value computed on the
 QP1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1645.degrees latitude (g = 980.6199 gals.).
 QP1645
 QP1645.The modeled gravity was interpolated from observed gravity values.
 QP1645
 QP1645;                    North         East    Units  Estimated Accuracy
 QP1645;SPC MN C     -   143,100.      765,840.      MT  (+/- 180 meters Scaled)
 QP1645
 QP1645                          SUPERSEDED SURVEY CONTROL
 QP1645
 QP1645.No superseded survey control is available for this station.
 QP1645
 QP1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL680273(NAD 83)
 QP1645_MARKER: DV = VERTICAL CONTROL DISK
 QP1645_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1645_SP_SET: ALUMINUM ALLOY ROD
 QP1645_STAMPING: 7305 AE 1988
 QP1645_MARK LOGO: MNDT  
 QP1645_PROJECTION: RECESSED 3 CENTIMETERS
 QP1645_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1645+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1990
 QP1645_ROD/PIPE-DEPTH: 6.1  meters
 QP1645
 QP1645  HISTORY     - Date     Condition        Report By
 QP1645  HISTORY     - 1988     MONUMENTED       MNDT
 QP1645  HISTORY     - 19900807 GOOD             NGS
 QP1645
 QP1645                          STATION DESCRIPTION
 QP1645
 QP1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QP1645'3.7 KM (2.3 MI) NORTHEASTERLY ALONG STATE HIGHWAY 23 FROM THE
 QP1645'JUNCTION OF STATE HIGHWAY 4 IN PAYNESVILLE, 82.6 M (271.0 FT) SOUTH
 QP1645'OF THE HIGHWAY CENTERLINE, 7.3 M (24.0 FT) EAST OF THE CENTER OF
 QP1645'276TH AVENUE, 0.7 M (2.3 FT) NORTH OF UTILITY POLE NUMBER 40, 0.6 M
 QP1645'(2.0 FT) BELOW THE LEVEL OF THE AVENUE, AND 0.3 M (1.0 FT) EAST OF A
 QP1645'WITNESS POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE THAT IS
 QP1645'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1924 ***********************************************************************
 QP1924  DESIGNATION -  7305 AF
 QP1924  PID         -  QP1924
 QP1924  STATE/COUNTY-  MN/STEARNS
 QP1924  USGS QUAD   -  PAYNESVILLE (1967)
 QP1924
 QP1924                         *CURRENT SURVEY CONTROL
 QP1924  ___________________________________________________________________
 QP1924* NAD 83(1986)-  45 23 04.     (N)    094 41 44.     (W)     SCALED    
 QP1924* NAVD 88     -       350.903  (meters)    1151.25   (feet)  ADJUSTED  
 QP1924  ___________________________________________________________________
 QP1924  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 QP1924  DYNAMIC HT  -         350.882 (meters)    1151.19  (feet)  COMP
 QP1924  MODELED GRAV-     980,545.3   (mgal)                       NAVD 88
 QP1924
 QP1924  VERT ORDER  -  SECOND    CLASS I
 QP1924
 QP1924.The horizontal coordinates were scaled from a topographic map and have
 QP1924.an estimated accuracy of +/- 6 seconds.
 QP1924
 QP1924.The orthometric height was determined by differential leveling
 QP1924.and adjusted by the National Geodetic Survey in June 1995..
 QP1924
 QP1924.The geoid height was determined by GEOID03.
 QP1924
 QP1924.The dynamic height is computed by dividing the NAVD 88
 QP1924.geopotential number by the normal gravity value computed on the
 QP1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1924.degrees latitude (g = 980.6199 gals.).
 QP1924
 QP1924.The modeled gravity was interpolated from observed gravity values.
 QP1924
 QP1924;                    North         East    Units  Estimated Accuracy
 QP1924;SPC MN C     -   142,830.      765,100.      MT  (+/- 180 meters Scaled)
 QP1924
 QP1924                          SUPERSEDED SURVEY CONTROL
 QP1924
 QP1924.No superseded survey control is available for this station.
 QP1924
 QP1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL672270(NAD 83)
 QP1924_MARKER: DV = VERTICAL CONTROL DISK
 QP1924_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP1924_SP_SET: BRIDGE ABUTMENT
 QP1924_STAMPING: 7305 AF 1988
 QP1924_MARK LOGO: MNDT  
 QP1924_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1924+STABILITY: SURFACE MOTION
 QP1924
 QP1924  HISTORY     - Date     Condition        Report By
 QP1924  HISTORY     - 1988     MONUMENTED       MNDT
 QP1924
 QP1924                          STATION DESCRIPTION
 QP1924
 QP1924'DESCRIBED BY MN DEPT OF TRANSP 1988
 QP1924'THE MARK IS LOCATED 1.8 MI (2.9 KM) EASTERLY ALONG TRUNK HIGHWAY 23
 QP1924'FROM ITS JUNCTION WITH TRUNK HIGHWAYS 4 AND 55 IN THE TOWN OF
 QP1924'PAYNESVILLE, IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 73021 (HIGHWAY
 QP1924'23 OVER THE NORTH FORK OF THE CROW RIVER) AND IN THE SW 1/4 OF
 QP1924'SECTION 10, T122N, R32W.  THE MARK IS 26.0 FT (7.9 M) SOUTHEAST OF AND
 QP1924'ABOUT 0.5 FT (0.2 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 23.  THE
 QP1924'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 QP1924'STAMPED---7305 AF 1988---, IS SET IN A DRILL HOLE IN THE SOUTHEAST
 QP1924'CORNER OF THE EAST BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7284 ***********************************************************************
 DG7284  DESIGNATION -  7305 AF 1
 DG7284  PID         -  DG7284
 DG7284  STATE/COUNTY-  MN/STEARNS
 DG7284  USGS QUAD   -  PAYNESVILLE (1967)
 DG7284
 DG7284                         *CURRENT SURVEY CONTROL
 DG7284  ___________________________________________________________________
 DG7284* NAD 83(1996)-  45 23 33.29012(N)    094 42 05.85656(W)     ADJUSTED  
 DG7284* NAVD 88     -       356.6    (meters)    1170.     (feet)  GPS OBS   
 DG7284  ___________________________________________________________________
 DG7284  X           -    -367,774.091 (meters)                     COMP
 DG7284  Y           -  -4,471,768.125 (meters)                     COMP
 DG7284  Z           -   4,518,328.095 (meters)                     COMP
 DG7284  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 DG7284  ELLIP HEIGHT-         329.77  (meters)          (08/23/04) GPS OBS
 DG7284  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DG7284
 DG7284  HORZ ORDER  -  FIRST
 DG7284  ELLP ORDER  -  THIRD     CLASS II
 DG7284
 DG7284.The horizontal coordinates were established by GPS observations
 DG7284.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG7284
 DG7284.The orthometric height was determined by GPS observations and a
 DG7284.high-resolution geoid model.
 DG7284
 DG7284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7284
 DG7284.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7284
 DG7284.The ellipsoidal height was determined by GPS observations
 DG7284.and is referenced to NAD 83.
 DG7284
 DG7284.The geoid height was determined by GEOID03.
 DG7284
 DG7284;                    North         East     Units Scale Factor Converg.
 DG7284;SPC MN C     -   143,735.727   764,632.872   MT  1.00005607   -0 19 36.1
 DG7284;UTM  15      - 5,027,970.961   366,805.020   MT  0.99981813   -1 12 41.9
 DG7284
 DG7284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7284!SPC MN C     -   0.99994830  x   1.00005607  =   1.00000437
 DG7284!UTM  15      -   0.99994830  x   0.99981813  =   0.99976644
 DG7284
 DG7284:                Primary Azimuth Mark                     Grid Az
 DG7284:SPC MN C     -  7305 AF 2                                262 57 51.7
 DG7284:UTM  15      -  7305 AF 2                                263 50 57.5
 DG7284
 DG7284|---------------------------------------------------------------------|
 DG7284| PID    Reference Object                     Distance      Geod. Az  |
 DG7284|                                                           dddmmss.s |
 DG7284| DG7285 7305 AF 2                           APPROX. 1.0 KM 2623815.6 |
 DG7284|---------------------------------------------------------------------|
 DG7284
 DG7284                          SUPERSEDED SURVEY CONTROL
 DG7284
 DG7284.No superseded survey control is available for this station.
 DG7284
 DG7284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6680527971(NAD 83)
 DG7284_MARKER: DD = SURVEY DISK
 DG7284_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7284_STAMPING: 7305 AF 1 2004
 DG7284_MARK LOGO: MNDT  
 DG7284_PROJECTION: FLUSH
 DG7284_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7284+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG7284_ROD/PIPE-DEPTH:  3.0 meters
 DG7284
 DG7284  HISTORY     - Date     Condition        Report By
 DG7284  HISTORY     - 2004     MONUMENTED       MNDT
 DG7284
 DG7284                          STATION DESCRIPTION
 DG7284
 DG7284'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG7284'THE MARK IS LOCATED 1 MILE NORTHEAST OF PAYNESVILLE. GO 1.8 MILES EAST
 DG7284'ALONG TRUNK HIGHWAY 23 FROM THE JUCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DG7284'HIGHWAY 4 / TRUNK HIGHWAY 55 IN PAYNESVILLE, THENCE 0.65 MILES
 DG7284'NORTHWEST ON COUNTY ROAD 33, THE MARK IS 48.5 FEET EAST OF COUNTY ROAD
 DG7284'33, 14.5 FEET SOUTH OF SEWAGE POND ENTRANCE, 4.4 FEET WEST OF FENCE,
 DG7284'4.6 FEET WEST-NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7285 ***********************************************************************
 DG7285  DESIGNATION -  7305 AF 2
 DG7285  PID         -  DG7285
 DG7285  STATE/COUNTY-  MN/STEARNS
 DG7285  USGS QUAD   -  PAYNESVILLE (1967)
 DG7285
 DG7285                         *CURRENT SURVEY CONTROL
 DG7285  ___________________________________________________________________
 DG7285* NAD 83(1996)-  45 23 29.15334(N)    094 42 51.26826(W)     ADJUSTED  
 DG7285* NAVD 88     -       356.1    (meters)    1168.     (feet)  GPS OBS   
 DG7285  ___________________________________________________________________
 DG7285  X           -    -368,766.042 (meters)                     COMP
 DG7285  Y           -  -4,471,777.350 (meters)                     COMP
 DG7285  Z           -   4,518,238.085 (meters)                     COMP
 DG7285  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 DG7285  ELLIP HEIGHT-         329.32  (meters)          (08/23/04) GPS OBS
 DG7285  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 DG7285
 DG7285  HORZ ORDER  -  FIRST
 DG7285  ELLP ORDER  -  THIRD     CLASS II
 DG7285
 DG7285.The horizontal coordinates were established by GPS observations
 DG7285.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG7285
 DG7285.The orthometric height was determined by GPS observations and a
 DG7285.high-resolution geoid model.
 DG7285
 DG7285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7285
 DG7285.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7285
 DG7285.The ellipsoidal height was determined by GPS observations
 DG7285.and is referenced to NAD 83.
 DG7285
 DG7285.The geoid height was determined by GEOID03.
 DG7285
 DG7285;                    North         East     Units Scale Factor Converg.
 DG7285;SPC MN C     -   143,613.722   763,644.298   MT  1.00005640   -0 20 09.0
 DG7285;UTM  15      - 5,027,864.262   365,814.913   MT  0.99982138   -1 13 14.1
 DG7285
 DG7285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7285!SPC MN C     -   0.99994837  x   1.00005640  =   1.00000477
 DG7285!UTM  15      -   0.99994837  x   0.99982138  =   0.99976976
 DG7285
 DG7285:                Primary Azimuth Mark                     Grid Az
 DG7285:SPC MN C     -  7305 AF 1                                082 57 52.2
 DG7285:UTM  15      -  7305 AF 1                                083 50 57.3
 DG7285
 DG7285|---------------------------------------------------------------------|
 DG7285| PID    Reference Object                     Distance      Geod. Az  |
 DG7285|                                                           dddmmss.s |
 DG7285| DG7284 7305 AF 1                           APPROX. 1.0 KM 0823743.2 |
 DG7285|---------------------------------------------------------------------|
 DG7285
 DG7285                          SUPERSEDED SURVEY CONTROL
 DG7285
 DG7285.No superseded survey control is available for this station.
 DG7285
 DG7285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6581527864(NAD 83)
 DG7285_MARKER: DD = SURVEY DISK
 DG7285_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7285_STAMPING: 7305 AF 2 2004
 DG7285_MARK LOGO: MNDT  
 DG7285_PROJECTION: FLUSH
 DG7285_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7285+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG7285_ROD/PIPE-DEPTH:  6.1 meters
 DG7285
 DG7285  HISTORY     - Date     Condition        Report By
 DG7285  HISTORY     - 2004     MONUMENTED       MNDT
 DG7285
 DG7285                          STATION DESCRIPTION
 DG7285
 DG7285'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG7285'THE MARK IS LOCATED 1 MILE NORTH OF PAYNESVILLE. GO 1.8 MILES EAST
 DG7285'ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 4 / TRUNK
 DG7285'HIGHWAY 55 IN PAYNESVILLE, TO TRUNK HIGHWAY 23 MILEPOINT 175.6, THENCE
 DG7285'0.6 MILES NORTH WEST ON COUNTY ROAD 33, THENCE 0.6 MILES WEST ON 185TH
 DG7285'STREET, THE MARK IS 40.5 FEET WEST OF GRAVEL ROAD, 182.0 FEET NORTH OF
 DG7285'185TH STREET, 115.3 FEET WEST OF SUB-STATION FENCE, 57.5 FEET SOUTH OF
 DG7285'WEST THIRD POWER POLE (NUMBER 35), 1.0 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1643 ***********************************************************************
 QP1643  DESIGNATION -  7305 AH
 QP1643  PID         -  QP1643
 QP1643  STATE/COUNTY-  MN/STEARNS
 QP1643  USGS QUAD   -  PAYNESVILLE (1967)
 QP1643
 QP1643                         *CURRENT SURVEY CONTROL
 QP1643  ___________________________________________________________________
 QP1643* NAD 83(1986)-  45 22 51.     (N)    094 43 09.     (W)     SCALED    
 QP1643* NAVD 88     -       357.528  (meters)    1172.99   (feet)  ADJUSTED  
 QP1643  ___________________________________________________________________
 QP1643  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 QP1643  DYNAMIC HT  -         357.506 (meters)    1172.92  (feet)  COMP
 QP1643  MODELED GRAV-     980,543.9   (mgal)                       NAVD 88
 QP1643
 QP1643  VERT ORDER  -  FIRST     CLASS II
 QP1643
 QP1643.The horizontal coordinates were scaled from a topographic map and have
 QP1643.an estimated accuracy of +/- 6 seconds.
 QP1643
 QP1643.The orthometric height was determined by differential leveling
 QP1643.and adjusted by the National Geodetic Survey in June 1991..
 QP1643
 QP1643.The geoid height was determined by GEOID03.
 QP1643
 QP1643.The dynamic height is computed by dividing the NAVD 88
 QP1643.geopotential number by the normal gravity value computed on the
 QP1643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1643.degrees latitude (g = 980.6199 gals.).
 QP1643
 QP1643.The modeled gravity was interpolated from observed gravity values.
 QP1643
 QP1643;                    North         East    Units  Estimated Accuracy
 QP1643;SPC MN C     -   142,440.      763,250.      MT  (+/- 180 meters Scaled)
 QP1643
 QP1643                          SUPERSEDED SURVEY CONTROL
 QP1643
 QP1643.No superseded survey control is available for this station.
 QP1643
 QP1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL654266(NAD 83)
 QP1643_MARKER: DV = VERTICAL CONTROL DISK
 QP1643_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1643_SP_SET: ALUMINUM ALLOY ROD
 QP1643_STAMPING: 7305 AH 1988
 QP1643_MARK LOGO: MNDT  
 QP1643_PROJECTION: RECESSED 2 CENTIMETERS
 QP1643_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1643+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1990
 QP1643_ROD/PIPE-DEPTH: 9.1  meters
 QP1643
 QP1643  HISTORY     - Date     Condition        Report By
 QP1643  HISTORY     - 1988     MONUMENTED       MNDT
 QP1643  HISTORY     - 19900807 GOOD             NGS
 QP1643
 QP1643                          STATION DESCRIPTION
 QP1643
 QP1643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QP1643'0.8 KM (0.5 MI) EASTERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 QP1643'STATE HIGHWAY 4 IN PAYNESVILLE, 26.1 M (85.6 FT) SOUTHEAST OF AND
 QP1643'LEVEL WITH THE HIGHWAY CENTERLINE, 2.6 M (8.5 FT) NORTH OF THE CENTER
 QP1643'OF AN ALLEY, 0.6 M (2.0 FT) WEST OF A UTILITY POLE, AND 0.2 M (0.7
 QP1643'FT) WEST OF A WITNESS POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC
 QP1643'PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0062 ***********************************************************************
 QP0062  DESIGNATION -  7305 B
 QP0062  PID         -  QP0062
 QP0062  STATE/COUNTY-  MN/STEARNS
 QP0062  USGS QUAD   -  ST JOSEPH (1993)
 QP0062
 QP0062                         *CURRENT SURVEY CONTROL
 QP0062  ___________________________________________________________________
 QP0062* NAD 83(1986)-  45 32 10.     (N)    094 15 58.     (W)     SCALED    
 QP0062* NAVD 88     -       324.593  (meters)    1064.94   (feet)  ADJUSTED  
 QP0062  ___________________________________________________________________
 QP0062  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 QP0062  DYNAMIC HT  -         324.584 (meters)    1064.91  (feet)  COMP
 QP0062  MODELED GRAV-     980,579.5   (mgal)                       NAVD 88
 QP0062
 QP0062  VERT ORDER  -  SECOND    CLASS 0
 QP0062
 QP0062.The horizontal coordinates were scaled from a topographic map and have
 QP0062.an estimated accuracy of +/- 6 seconds.
 QP0062
 QP0062.The orthometric height was determined by differential leveling
 QP0062.and adjusted by the National Geodetic Survey in June 1995..
 QP0062
 QP0062.The geoid height was determined by GEOID03.
 QP0062
 QP0062.The dynamic height is computed by dividing the NAVD 88
 QP0062.geopotential number by the normal gravity value computed on the
 QP0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0062.degrees latitude (g = 980.6199 gals.).
 QP0062
 QP0062.The modeled gravity was interpolated from observed gravity values.
 QP0062
 QP0062;                    North         East    Units  Estimated Accuracy
 QP0062;SPC MN C     -   159,590.      798,740.      MT  (+/- 180 meters Scaled)
 QP0062
 QP0062                          SUPERSEDED SURVEY CONTROL
 QP0062
 QP0062  NAVD 88 (06/15/91)  324.624  (m)         1065.04   (f) UNKNOWN     2 0
 QP0062  NGVD 29 (??/??/92)  324.504  (m)         1064.64   (f) ADJ UNCH    2 0
 QP0062
 QP0062.Superseded values are not recommended for survey control.
 QP0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0062.See file dsdata.txt to determine how the superseded data were derived.
 QP0062
 QP0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL011432(NAD 83)
 QP0062_MARKER: DB = BENCH MARK DISK
 QP0062_SETTING: 80 = SET IN A BOULDER
 QP0062_SP_SET: GRANITE BOULDER
 QP0062_STAMPING: 7305 B 1972
 QP0062_MARK LOGO: MNHD  
 QP0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0062+STABILITY: SURFACE MOTION
 QP0062
 QP0062  HISTORY     - Date     Condition        Report By
 QP0062  HISTORY     - 1972     MONUMENTED       MNHD
 QP0062  HISTORY     - 19880425 GOOD             MNDT
 QP0062  HISTORY     - 19900802 MARK NOT FOUND   NGS
 QP0062
 QP0062                          STATION DESCRIPTION
 QP0062
 QP0062'DESCRIBED BY MN HIGHWAY DEPT 1972
 QP0062'2.35 MI SW FROM WAITE PARK.
 QP0062'MARK IS LOCATED 2.35 MILES SOUTHWEST ALONG TH 23 FROM THE JUNCTION OF
 QP0062'TH 23 AND TH 52 (BRIDGE) IN WAITE PARK, 42 FEET SOUTHEAST OF AND 3
 QP0062'FEET LOWER THAN THE CENTERLINE OF TH 23 AT MILE POINT 201.1, 30 FEET
 QP0062'NORTH OF THE CENTER OF A SPUR LINE RAILROAD TRACK (TO A GRANITE
 QP0062'QUARRY), 11.5 FEET EAST OF THE SOUTHEAST END OF A 24 INCH CONCRETE
 QP0062'CULVERT UNDER TH 23, 1 FOOT SOUTH OF A 6 INCH POPLAR TREE, NEAR THE
 QP0062'WEST END OF A 7 BY 7 FOOT GRANITE BOULDER ABOUT 2 FEET ABOVE GROUND,
 QP0062'AND CEMENTED INTO THE ROCK.  SE 1/4 SECTION 24, T 124N, R 29W.
 QP0062
 QP0062                          STATION RECOVERY (1988)
 QP0062
 QP0062'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 QP0062'THE MARK IS LOCATED 2.35 MI (3.78 KM) SOUTHWEST ALONG TRUNK HIGHWAY 23
 QP0062'FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 IN WAITE PARK, 1.7 MI
 QP0062'(2.7 KM) NORTHEAST ALONG HIGHWAY 23 FROM ITS JUNCTION WITH INTERSTATE
 QP0062'HIGHWAY 94 (BRIDGE NUMBER 73862) AND IN THE SE 1/4 OF SECTION 24,
 QP0062'T124N, R29W.  THE MARK IS 42 FT (12.8 M) SOUTHEAST OF AND ABOUT 3 FT
 QP0062'(0.9 M) LOWER THAN THE CENTERLINE OF HIGHWAY 23 AT MILEPOINT 201.1,
 QP0062'30 FT (9.1 M) NORTH OF A SPUR LINE RAILROAD TRACKS TO A GRANITE
 QP0062'QUARRY, 11.5 FT (3.5 M) EAST OF THE SOUTHEAST END OF A 24 INCH
 QP0062'CONCRETE CULVERT UNDER HIGHWAY 23 AND 1 FT (0.3 M) SOUTH OF A POPLAR
 QP0062'TREE.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---7305 B
 QP0062'1972---, IS CEMENTED IN A DRILL HOLE IN THE TOP OF AND NEAR THE WEST
 QP0062'END OF A 7 FOOT BY 7 FOOT GRANITE BOULDER AND IS ABOUT 2 FT (0.6 M)
 QP0062'ABOVE THE LEVEL OF THE GROUND.
 QP0062
 QP0062                          STATION RECOVERY (1990)
 QP0062
 QP0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QP0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1933 ***********************************************************************
 QP1933  DESIGNATION -  7305 C RESET
 QP1933  PID         -  QP1933
 QP1933  STATE/COUNTY-  MN/STEARNS
 QP1933  USGS QUAD   -  ST JOSEPH (1993)
 QP1933
 QP1933                         *CURRENT SURVEY CONTROL
 QP1933  ___________________________________________________________________
 QP1933* NAD 83(1986)-  45 31 36.     (N)    094 16 49.     (W)     SCALED    
 QP1933* NAVD 88     -       334.405  (meters)    1097.13   (feet)  ADJUSTED  
 QP1933  ___________________________________________________________________
 QP1933  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 QP1933  DYNAMIC HT  -         334.395 (meters)    1097.09  (feet)  COMP
 QP1933  MODELED GRAV-     980,578.1   (mgal)                       NAVD 88
 QP1933
 QP1933  VERT ORDER  -  SECOND    CLASS I
 QP1933
 QP1933.The horizontal coordinates were scaled from a topographic map and have
 QP1933.an estimated accuracy of +/- 6 seconds.
 QP1933
 QP1933.The orthometric height was determined by differential leveling
 QP1933.and adjusted by the National Geodetic Survey in June 1995..
 QP1933
 QP1933.The geoid height was determined by GEOID03.
 QP1933
 QP1933.The dynamic height is computed by dividing the NAVD 88
 QP1933.geopotential number by the normal gravity value computed on the
 QP1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1933.degrees latitude (g = 980.6199 gals.).
 QP1933
 QP1933.The modeled gravity was interpolated from observed gravity values.
 QP1933
 QP1933;                    North         East    Units  Estimated Accuracy
 QP1933;SPC MN C     -   158,540.      797,640.      MT  (+/- 180 meters Scaled)
 QP1933
 QP1933                          SUPERSEDED SURVEY CONTROL
 QP1933
 QP1933.No superseded survey control is available for this station.
 QP1933
 QP1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL000422(NAD 83)
 QP1933_MARKER: DB = BENCH MARK DISK
 QP1933_SETTING: 80 = SET IN A BOULDER
 QP1933_SP_SET: BOULDER
 QP1933_STAMPING: 7305 C RESET 1974
 QP1933_MARK LOGO: MNDT  
 QP1933_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1933+STABILITY: SURFACE MOTION
 QP1933
 QP1933  HISTORY     - Date     Condition        Report By
 QP1933  HISTORY     - 1974     MONUMENTED       MNDT
 QP1933  HISTORY     - 19880425 GOOD             MNDT
 QP1933
 QP1933                          STATION DESCRIPTION
 QP1933
 QP1933'DESCRIBED BY MN DEPT OF TRANSP 1988
 QP1933'THE MARK IS LOCATED 0.9 MI (1.4 KM) NORTHWEST ALONG TRUNK HIGHWAY 23
 QP1933'FROM THE JUNCTION OF INTERSTATE 94 (BRIDGE NUMBER 73862) TO COUNTY
 QP1933'ROAD 151, THEN WEST ALONG COUNTY ROAD 151 FOR 0.3 MI (0.5 KM) TO T
 QP1933'ROAD NORTHEAST AND SOUTHWEST (COUNTY ROAD 1128) AND IN THE NW 1/4 OF
 QP1933'SECTION 26, T124N, R29W.  THE MARK IS 94.0 FT (28.7 M) SOUTHEAST OF
 QP1933'AND ABOUT 1 FT (0.3 M) LOWER THAN THE CENTERLINE OF COUNTY ROAD 1128,
 QP1933'20.0 FT (6.1 M) SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 151, 18.4
 QP1933'FT (5.6 M) NORTH-NORTHWEST OF A POWER POLE AND 57.0 FT (17.4 M)
 QP1933'SOUTHEAST OF A CABLE MARKER PEDESTAL.  THE MARK, A STANDARD MNDT BENCH
 QP1933'MARK DISK STAMPED---7305 C RESET 1974---, IS CEMENTED INTO A DRILL
 QP1933'HOLE IN A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0058 ***********************************************************************
 QP0058  DESIGNATION -  7305 D
 QP0058  PID         -  QP0058
 QP0058  STATE/COUNTY-  MN/STEARNS
 QP0058  USGS QUAD   -  ST JOSEPH (1993)
 QP0058
 QP0058                         *CURRENT SURVEY CONTROL
 QP0058  ___________________________________________________________________
 QP0058* NAD 83(1986)-  45 31 24.     (N)    094 17 21.     (W)     SCALED    
 QP0058* NAVD 88     -       351.408  (meters)    1152.91   (feet)  ADJUSTED  
 QP0058  ___________________________________________________________________
 QP0058  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 QP0058  DYNAMIC HT  -         351.398 (meters)    1152.88  (feet)  COMP
 QP0058  MODELED GRAV-     980,577.3   (mgal)                       NAVD 88
 QP0058
 QP0058  VERT ORDER  -  SECOND    CLASS 0
 QP0058
 QP0058.The horizontal coordinates were scaled from a topographic map and have
 QP0058.an estimated accuracy of +/- 6 seconds.
 QP0058
 QP0058.The orthometric height was determined by differential leveling
 QP0058.and adjusted by the National Geodetic Survey in June 1995..
 QP0058
 QP0058.The geoid height was determined by GEOID03.
 QP0058
 QP0058.The dynamic height is computed by dividing the NAVD 88
 QP0058.geopotential number by the normal gravity value computed on the
 QP0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0058.degrees latitude (g = 980.6199 gals.).
 QP0058
 QP0058.The modeled gravity was interpolated from observed gravity values.
 QP0058
 QP0058;                    North         East    Units  Estimated Accuracy
 QP0058;SPC MN C     -   158,170.      796,940.      MT  (+/- 180 meters Scaled)
 QP0058
 QP0058                          SUPERSEDED SURVEY CONTROL
 QP0058
 QP0058  NAVD 88 (06/15/91)  351.392  (m)         1152.86   (f) UNKNOWN     2 0
 QP0058  NGVD 29 (??/??/92)  351.277  (m)         1152.48   (f) ADJ UNCH    2 0
 QP0058
 QP0058.Superseded values are not recommended for survey control.
 QP0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0058.See file dsdata.txt to determine how the superseded data were derived.
 QP0058
 QP0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL993418(NAD 83)
 QP0058_MARKER: DB = BENCH MARK DISK
 QP0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0058_SP_SET: CONCRETE POST
 QP0058_STAMPING: 7305 D 1972
 QP0058_MARK LOGO: MNHD  
 QP0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0058+STABILITY: SURFACE MOTION
 QP0058
 QP0058  HISTORY     - Date     Condition        Report By
 QP0058  HISTORY     - 1972     MONUMENTED       MNHD
 QP0058  HISTORY     - 19880425 GOOD             MNDT
 QP0058  HISTORY     - 19900717 MARK NOT FOUND   NGS
 QP0058
 QP0058                          STATION DESCRIPTION
 QP0058
 QP0058'DESCRIBED BY MN HIGHWAY DEPT 1972
 QP0058'3.7 MI SW FROM WAITE PARK.
 QP0058'MARK IS LOCATED 3.7 MILES SOUTHWEST ALONG TH 23 FROM THE JUNCTION OF
 QP0058'TH 23 AND TH 52 (BRIDGE) AT WAITE PARK, 0.4 MILES SOUTHWEST OF AN
 QP0058'EAST-WEST ROAD CROSSING, 86 FEET NORTHEAST OF THE CENTER OF A FIELD
 QP0058'ENTRANCE SOUTHEAST, 59 FEET NORTHEAST OF A TELEPHONE CABLE TERMINAL
 QP0058'POST, 56 FEET SOUTHEAST OF AND 2 FEET HIGHER THAN THE CENTERLINE OF
 QP0058'TH23 AT MILE POINT 199.7, 4 FEET SOUTHEAST OF A FENCE LINE, 5 FEET
 QP0058'SOUTHEAST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 QP0058'MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  NW 1/4 SECTION 26, T 124N,
 QP0058'R 29W.
 QP0058
 QP0058                          STATION RECOVERY (1988)
 QP0058
 QP0058'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 QP0058'THE MARK IS LOCATED 0.9 MI (1.4 KM) NORTH ALONG THE NORTHBOUND LANE OF
 QP0058'TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 94 (BRIDGE
 QP0058'NUMBER 73862), TO COUNTY ROAD 151, TURN LEFT AND GO WEST ALONG COUNTY
 QP0058'ROAD 151 FOR 0.3 MI (0.5 KM) TO T ROAD NORTHEAST AND SOUTHWEST
 QP0058'(COUNTY ROAD 1128), TURN LEFT AND GO SOUTHWEST ALONG COUNTY ROAD 1128
 QP0058'FOR 0.4 MI (0.6 KM) TO HOUSE NUMBER 8662 AND THE MARK ON THE LEFT IN
 QP0058'THE NE 1/4 OF SECTION 26, T124N, R29W.  THE MARK IS 55.5 FT (16.9 M)
 QP0058'SOUTHEAST OF AND ABOUT 0.5 FT (0.2 M) HIGHER THAN THE CENTERLINE OF
 QP0058'COUNTY ROAD 1128, 50.5 FT (15.4 M) WEST OF THE CENTER OF AN ENTRANCE,
 QP0058'117.4 FT (35.8 M) EAST-SOUTHEAST OF POWER POLE NUMBER 633, 58.6 FT
 QP0058'(17.9 M) EAST-NORTHEAST OF TELEPHONE CABLE MARKER NUMBER 5859 AND 4.1
 QP0058'FT (1.2 M) SOUTH-SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A
 QP0058'STANDARD MNHD BENCH MARK DISK STAMPED---7305 D 1972---, IS SET IN THE
 QP0058'TOP OF A MAGNETIC CONCRETE POST THAT IS BURIED 0.1 FT (0.03 M) BELOW
 QP0058'THE SURFACE OF THE GROUND.
 QP0058
 QP0058                          STATION RECOVERY (1990)
 QP0058
 QP0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QP0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0059 ***********************************************************************
 QP0059  DESIGNATION -  7305 E
 QP0059  PID         -  QP0059
 QP0059  STATE/COUNTY-  MN/STEARNS
 QP0059  USGS QUAD   -  ST JOSEPH (1993)
 QP0059
 QP0059                         *CURRENT SURVEY CONTROL
 QP0059  ___________________________________________________________________
 QP0059* NAD 83(1986)-  45 31 30.     (N)    094 17 08.     (W)     SCALED    
 QP0059* NAVD 88     -       347.427  (meters)    1139.85   (feet)  ADJUSTED  
 QP0059  ___________________________________________________________________
 QP0059  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 QP0059  DYNAMIC HT  -         347.417 (meters)    1139.82  (feet)  COMP
 QP0059  MODELED GRAV-     980,577.7   (mgal)                       NAVD 88
 QP0059
 QP0059  VERT ORDER  -  SECOND    CLASS 0
 QP0059
 QP0059.The horizontal coordinates were scaled from a topographic map and have
 QP0059.an estimated accuracy of +/- 6 seconds.
 QP0059
 QP0059.The orthometric height was determined by differential leveling
 QP0059.and adjusted by the National Geodetic Survey in June 1991..
 QP0059
 QP0059.The geoid height was determined by GEOID03.
 QP0059
 QP0059.The dynamic height is computed by dividing the NAVD 88
 QP0059.geopotential number by the normal gravity value computed on the
 QP0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0059.degrees latitude (g = 980.6199 gals.).
 QP0059
 QP0059.The modeled gravity was interpolated from observed gravity values.
 QP0059
 QP0059;                    North         East    Units  Estimated Accuracy
 QP0059;SPC MN C     -   158,350.      797,220.      MT  (+/- 180 meters Scaled)
 QP0059
 QP0059                          SUPERSEDED SURVEY CONTROL
 QP0059
 QP0059  NGVD 29 (??/??/92)  347.312  (m)         1139.47   (f) ADJ UNCH    2 0
 QP0059
 QP0059.Superseded values are not recommended for survey control.
 QP0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0059.See file dsdata.txt to determine how the superseded data were derived.
 QP0059
 QP0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL996420(NAD 83)
 QP0059_MARKER: DB = BENCH MARK DISK
 QP0059_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QP0059_SP_SET: BOX CULVERT
 QP0059_STAMPING: 7305 E 1972
 QP0059_MARK LOGO: MNHD  
 QP0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0059+STABILITY: SURFACE MOTION
 QP0059
 QP0059  HISTORY     - Date     Condition        Report By
 QP0059  HISTORY     - 1972     MONUMENTED       MNHD
 QP0059  HISTORY     - 19821231 GOOD             MNDT
 QP0059
 QP0059                          STATION DESCRIPTION
 QP0059
 QP0059'DESCRIBED BY MN HIGHWAY DEPT 1972
 QP0059'3.6 MI SW FROM ST CLOUD.
 QP0059'MARK IS LOCATED 3.6 MILES SOUTHWEST ALONG TH 23 FROM THE JUNCTION OF
 QP0059'TH 23 AND TH 52 (BRIDGE) AT WAITE PARK, 0.2 MILES SOUTHWEST OF AN
 QP0059'EAST-WEST TOWNSHIP ROAD CROSSING (AND ROCK QUARRY), 24 FEET SOUTHEAST
 QP0059'OF AND 2 FEET LOWER THAN THE CENTERLINE OF TH 23 AT MILE POINT 199.9,
 QP0059'IN THE SOUTHEAST CORNER (MOST SOUTHERLY) OF A 6 BY 6 FOOT CONCRETE
 QP0059'CATTLE PASS UNDER TH 23.  NE 1/4 SECTION 26, T 124N, R 29W.
 QP0059
 QP0059                          STATION RECOVERY (1982)
 QP0059
 QP0059'RECOVERY NOTE BY MN DEPT OF TRANSP 1982
 QP0059'THE MARK IS LOCATED 0.9 MI (1.4 KM) NORTH ALONG THE NORTHBOUND LANE OF
 QP0059'TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 94 (BRIDGE
 QP0059'NUMBER 73862), TO COUNTY ROAD 151, TURN LEFT AND GO WEST ALONG COUNTY
 QP0059'ROAD 151 FOR 0.3 MI (0.5 KM) TO T ROAD NORTHEAST AND SOUTHWEST
 QP0059'(COUNTY ROAD 1128), TURN LEFT AND GO SOUTHWEST ALONG COUNTY ROAD 1128
 QP0059'FOR 0.3 MI (0.5 KM) TO THE MARK ON THE LEFT IN THE NE 1/4 OF SECTION
 QP0059'26, T124N, R29W.  THE MARK IS 24.0 FT (7.3 M) SOUTHEAST OF AND ABOUT
 QP0059'2 FT (0.6 M) LOWER THAN THE CENTERLINE OF COUNTY ROAD 1128, 140.3 FT
 QP0059'(42.8 M) SOUTH-SOUTHWEST OF A POWER POLE NUMBER 638 (SOUTH 1 OF 2),
 QP0059'AND 75.5 FT (23.0 M) SOUTH OF POWER POLE NUMBER 637.  THE MARK, A
 QP0059'STANDARD MNHD BENCH MARK DISK STAMPED---7305 E 1972---, IS SET IN THE
 QP0059'TOP OF THE SOUTHEAST CORNER OF A 6 FOOT BY 6 FOOT CONCRETE BOX
 QP0059'CULVERT UNDER COUNTY ROAD 1128.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0057 ***********************************************************************
 QP0057  DESIGNATION -  7305 F
 QP0057  PID         -  QP0057
 QP0057  STATE/COUNTY-  MN/STEARNS
 QP0057  USGS QUAD   -  ST JOSEPH (1993)
 QP0057
 QP0057                         *CURRENT SURVEY CONTROL
 QP0057  ___________________________________________________________________
 QP0057* NAD 83(1986)-  45 30 53.     (N)    094 18 02.     (W)     SCALED    
 QP0057* NAVD 88     -       332.078  (meters)    1089.49   (feet)  ADJUSTED  
 QP0057  ___________________________________________________________________
 QP0057  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 QP0057  DYNAMIC HT  -         332.068 (meters)    1089.46  (feet)  COMP
 QP0057  MODELED GRAV-     980,575.6   (mgal)                       NAVD 88
 QP0057
 QP0057  VERT ORDER  -  SECOND    CLASS 0
 QP0057
 QP0057.The horizontal coordinates were scaled from a topographic map and have
 QP0057.an estimated accuracy of +/- 6 seconds.
 QP0057
 QP0057.The orthometric height was determined by differential leveling
 QP0057.and adjusted by the National Geodetic Survey in June 1995..
 QP0057
 QP0057.The geoid height was determined by GEOID03.
 QP0057
 QP0057.The dynamic height is computed by dividing the NAVD 88
 QP0057.geopotential number by the normal gravity value computed on the
 QP0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0057.degrees latitude (g = 980.6199 gals.).
 QP0057
 QP0057.The modeled gravity was interpolated from observed gravity values.
 QP0057
 QP0057;                    North         East    Units  Estimated Accuracy
 QP0057;SPC MN C     -   157,210.      796,050.      MT  (+/- 180 meters Scaled)
 QP0057
 QP0057                          SUPERSEDED SURVEY CONTROL
 QP0057
 QP0057  NAVD 88 (06/15/91)  332.068  (m)         1089.46   (f) UNKNOWN     2 0
 QP0057  NGVD 29 (??/??/92)  331.954  (m)         1089.09   (f) ADJ UNCH    2 0
 QP0057
 QP0057.Superseded values are not recommended for survey control.
 QP0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0057.See file dsdata.txt to determine how the superseded data were derived.
 QP0057
 QP0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL984409(NAD 83)
 QP0057_MARKER: DB = BENCH MARK DISK
 QP0057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QP0057_SP_SET: BOX CULVERT HEADWALL
 QP0057_STAMPING: 7305 F 1972
 QP0057_MARK LOGO: MNHD  
 QP0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0057+STABILITY: SURFACE MOTION
 QP0057
 QP0057  HISTORY     - Date     Condition        Report By
 QP0057  HISTORY     - 1972     MONUMENTED       MNHD
 QP0057  HISTORY     - 19880425 GOOD             MNDT
 QP0057
 QP0057                          STATION DESCRIPTION
 QP0057
 QP0057'DESCRIBED BY MN HIGHWAY DEPT 1972
 QP0057'4.5 MI SW FROM WAITE PARK.
 QP0057'MARK IS LOCATED 4.5 MILES SOUTHWEST ALONG TH 23 FROM THE JUNCTION OF
 QP0057'TH 23 AND TH 52 (BRIDGE) AT WAITE PARK, 1.1 MILES NORTHWEST OF COUNTY
 QP0057'ROAD 6, 100 FEET SOUTHWEST OF TH 23 MILE POST NO. 199, 24 FEET
 QP0057'NORTHWEST OF AND 2 FEET LOWER THAN THE CENTERLINE OF TH 23, 2 FEET
 QP0057'NORTH OF A STEEL GUARD POST, IN THE SOUTHWEST (MOST WESTERLY) CORNER
 QP0057'OF A CONCRETE 4 BY 4 FOOT CULVERT UNDER TH 23.  SW 1/4 SECTION 26, T
 QP0057'124N, R 29W.
 QP0057
 QP0057                          STATION RECOVERY (1988)
 QP0057
 QP0057'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 QP0057'THE MARK IS LOCATED ABOUT 3.2 MI (5.1 KM) NORTHEAST OF THE TOWN OF
 QP0057'ROCKVILLE IN THE SW 1/4 OF SECTION 26, T124N, R29W.  THE MARK IS 0.7
 QP0057'MI (1.1 KM) NORTHWEST ALONG COUNTY ROAD 413 (OLD TRUNK HIGHWAY 23)
 QP0057'FROM ITS JUNCTION WITH TRUNK HIGHWAY 23, WHICH IS 1.05 MI (1.69 KM)
 QP0057'SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH INTERSTATE
 QP0057'HIGHWAY 94.  THE MARK IS 24.0 FT (7.3 M) NORTHWEST OF AND ABOUT 2 FT
 QP0057'(0.6 M) LOWER THAN THE CENTERLINE OF COUNTY ROAD 413 AND 2 FT
 QP0057'(0.6 M) NORTH OF A GUARDRAIL POST.  THE MARK A STANDARD MNHD BENCH
 QP0057'MARK DISK STAMPED---7305 F 1972---, IS SET IN THE SOUTHWEST CORNER
 QP0057'HEADWALL OF A 4 FOOT BY 4 FOOT BOX CULVERT UNDER COUNTY ROAD 413.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0056 ***********************************************************************
 QP0056  DESIGNATION -  7305 G
 QP0056  PID         -  QP0056
 QP0056  STATE/COUNTY-  MN/STEARNS
 QP0056  USGS QUAD   -  ST JOSEPH (1993)
 QP0056
 QP0056                         *CURRENT SURVEY CONTROL
 QP0056  ___________________________________________________________________
 QP0056* NAD 83(1986)-  45 30 40.     (N)    094 18 16.     (W)     SCALED    
 QP0056* NAVD 88     -       331.860  (meters)    1088.78   (feet)  ADJUSTED  
 QP0056  ___________________________________________________________________
 QP0056  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 QP0056  DYNAMIC HT  -         331.849 (meters)    1088.74  (feet)  COMP
 QP0056  MODELED GRAV-     980,574.8   (mgal)                       NAVD 88
 QP0056
 QP0056  VERT ORDER  -  SECOND    CLASS 0
 QP0056
 QP0056.The horizontal coordinates were scaled from a topographic map and have
 QP0056.an estimated accuracy of +/- 6 seconds.
 QP0056
 QP0056.The orthometric height was determined by differential leveling
 QP0056.and adjusted by the National Geodetic Survey in June 1991..
 QP0056
 QP0056.The geoid height was determined by GEOID03.
 QP0056
 QP0056.The dynamic height is computed by dividing the NAVD 88
 QP0056.geopotential number by the normal gravity value computed on the
 QP0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0056.degrees latitude (g = 980.6199 gals.).
 QP0056
 QP0056.The modeled gravity was interpolated from observed gravity values.
 QP0056
 QP0056;                    North         East    Units  Estimated Accuracy
 QP0056;SPC MN C     -   156,810.      795,750.      MT  (+/- 180 meters Scaled)
 QP0056
 QP0056                          SUPERSEDED SURVEY CONTROL
 QP0056
 QP0056  NGVD 29 (??/??/92)  331.746  (m)         1088.40   (f) ADJ UNCH    2 0
 QP0056
 QP0056.Superseded values are not recommended for survey control.
 QP0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0056.See file dsdata.txt to determine how the superseded data were derived.
 QP0056
 QP0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL981405(NAD 83)
 QP0056_MARKER: DB = BENCH MARK DISK
 QP0056_SETTING: 80 = SET IN A BOULDER
 QP0056_SP_SET: BOULDER
 QP0056_STAMPING: 7305 G 1972
 QP0056_MARK LOGO: MNHD  
 QP0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0056+STABILITY: SURFACE MOTION
 QP0056
 QP0056  HISTORY     - Date     Condition        Report By
 QP0056  HISTORY     - 1972     MONUMENTED       MNHD
 QP0056  HISTORY     - 19880425 POOR             MNDT
 QP0056
 QP0056                          STATION DESCRIPTION
 QP0056
 QP0056'DESCRIBED BY MN HIGHWAY DEPT 1972
 QP0056'4.8 MI SW FROM WAITE PARK.
 QP0056'MARK IS LOCATED 4.8 MILES SOUTHWEST ALONG TH 23 FROM THE JUNCTION OF
 QP0056'TH 23 AND TH 52 (BRIDGE) AT WAITE PARK, 0.8 MILES NORTHEAST OF COUNTY
 QP0056'ROAD 6, ABOUT 125 FEET NORTHWEST OF AND 10 FEET LOWER THAN THE
 QP0056'CENTERLINE OF TH 23 AT MILE POINT 198.7, 57 FEET SOUTHWEST OF A
 QP0056'TELEGRAPH POLE, 28 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE
 QP0056'NORTHWEST RAIL OF THE BURLINGTON NORTHERN RAILROAD, IN THE HIGH POINT
 QP0056'OF A 6 BY 8 FOOT GRANITE BOULDER ABOUT 3 FEET ABOVE GROUND.  NW 1/4
 QP0056'SECTION 34, T 124N, R 29W.
 QP0056
 QP0056                          STATION RECOVERY (1988)
 QP0056
 QP0056'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 QP0056'THE MARK WAS FOUND IN POOR CONDITION.  THE MARK WAS LOOSE IN THE
 QP0056'BOULDER.  THE MARK IS LOCATED ABOUT 2.8 MI (4.5 KM) NORTHEAST OF THE
 QP0056'TOWN OF ROCKVILLE IN THE NE 1/4 OF SECTION 34, T124N, R29W.  THE MARK
 QP0056'IS 0.3 MI (0.5 KM) NORTHWEST ALONG COUNTY ROAD 413 (OLD TRUNK HIGHWAY
 QP0056'23) FROM ITS JUNCTION WITH TRUNK HIGHWAY 23, WHICH IS 1.05 MI
 QP0056'(1.69 KM) SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH
 QP0056'INTERSTATE HIGHWAY 94.  THE MARK IS ABOUT 200 FT (61.0 M) NORTHWEST
 QP0056'OF AND ABOUT 10 FT (3.0 M) LOWER THAN COUNTY ROAD 413 AND 28.0 FT
 QP0056'(8.5 M) NORTHWEST OF THE NORTHWEST RAIL OF THE BURLINGTON NORTHERN
 QP0056'RAILROAD TRACKS.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QP0056'STAMPED---7305 G 1972---, IS SET IN A DRILL HOLE IN THE HIGH POINT OF
 QP0056'A 6 FOOT BY 8 FOOT GRANITE BOULDER AND IS ABOUT 3 FT (0.9 M) ABOVE
 QP0056'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1666 ***********************************************************************
 QP1666  DESIGNATION -  7305 H
 QP1666  PID         -  QP1666
 QP1666  STATE/COUNTY-  MN/STEARNS
 QP1666  USGS QUAD   -  ST JOSEPH (1993)
 QP1666
 QP1666                         *CURRENT SURVEY CONTROL
 QP1666  ___________________________________________________________________
 QP1666* NAD 83(1986)-  45 30 53.     (N)    094 17 03.     (W)     SCALED    
 QP1666* NAVD 88     -       340.990  (meters)    1118.73   (feet)  ADJUSTED  
 QP1666  ___________________________________________________________________
 QP1666  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 QP1666  DYNAMIC HT  -         340.980 (meters)    1118.70  (feet)  COMP
 QP1666  MODELED GRAV-     980,576.2   (mgal)                       NAVD 88
 QP1666
 QP1666  VERT ORDER  -  FIRST     CLASS II
 QP1666
 QP1666.The horizontal coordinates were scaled from a topographic map and have
 QP1666.an estimated accuracy of +/- 6 seconds.
 QP1666
 QP1666.The orthometric height was determined by differential leveling
 QP1666.and adjusted by the National Geodetic Survey in June 1991..
 QP1666
 QP1666.The geoid height was determined by GEOID03.
 QP1666
 QP1666.The dynamic height is computed by dividing the NAVD 88
 QP1666.geopotential number by the normal gravity value computed on the
 QP1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1666.degrees latitude (g = 980.6199 gals.).
 QP1666
 QP1666.The modeled gravity was interpolated from observed gravity values.
 QP1666
 QP1666;                    North         East    Units  Estimated Accuracy
 QP1666;SPC MN C     -   157,210.      797,330.      MT  (+/- 180 meters Scaled)
 QP1666
 QP1666                          SUPERSEDED SURVEY CONTROL
 QP1666
 QP1666.No superseded survey control is available for this station.
 QP1666
 QP1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL996409(NAD 83)
 QP1666_MARKER: DB = BENCH MARK DISK
 QP1666_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP1666_SP_SET: ABUTMENT
 QP1666_STAMPING: 7305 H 1987
 QP1666_MARK LOGO: MNDT  
 QP1666_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1666+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1990
 QP1666
 QP1666  HISTORY     - Date     Condition        Report By
 QP1666  HISTORY     - 1987     MONUMENTED       MNDT
 QP1666  HISTORY     - 19900808 GOOD             NGS
 QP1666
 QP1666                          STATION DESCRIPTION
 QP1666
 QP1666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QP1666'6.5 KM (4.0 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 23 FROM THE
 QP1666'JUNCTION OF U.S. HIGHWAY 52 IN WAITE PARK, IN TOP OF AND 0.2 M (0.7
 QP1666'FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF THE
 QP1666'HIGHWAY OVERPASS OF INTERSTATE HIGHWAY 94, AND 7.4 M (24.3 FT)
 QP1666'SOUTHEAST OF AND LEVEL WITH THE NORTHBOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1937 ***********************************************************************
 QP1937  DESIGNATION -  7305 J
 QP1937  PID         -  QP1937
 QP1937  STATE/COUNTY-  MN/STEARNS
 QP1937  USGS QUAD   -  ST JOSEPH (1993)
 QP1937
 QP1937                         *CURRENT SURVEY CONTROL
 QP1937  ___________________________________________________________________
 QP1937* NAD 83(1986)-  45 31 18.     (N)    094 17 38.     (W)     SCALED    
 QP1937* NAVD 88     -       340.912  (meters)    1118.48   (feet)  ADJUSTED  
 QP1937  ___________________________________________________________________
 QP1937  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 QP1937  DYNAMIC HT  -         340.902 (meters)    1118.44  (feet)  COMP
 QP1937  MODELED GRAV-     980,576.9   (mgal)                       NAVD 88
 QP1937
 QP1937  VERT ORDER  -  SECOND    CLASS I
 QP1937
 QP1937.The horizontal coordinates were scaled from a topographic map and have
 QP1937.an estimated accuracy of +/- 6 seconds.
 QP1937
 QP1937.The orthometric height was determined by differential leveling
 QP1937.and adjusted by the National Geodetic Survey in June 1995..
 QP1937
 QP1937.The geoid height was determined by GEOID03.
 QP1937
 QP1937.The dynamic height is computed by dividing the NAVD 88
 QP1937.geopotential number by the normal gravity value computed on the
 QP1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1937.degrees latitude (g = 980.6199 gals.).
 QP1937
 QP1937.The modeled gravity was interpolated from observed gravity values.
 QP1937
 QP1937;                    North         East    Units  Estimated Accuracy
 QP1937;SPC MN C     -   157,980.      796,570.      MT  (+/- 180 meters Scaled)
 QP1937
 QP1937                          SUPERSEDED SURVEY CONTROL
 QP1937
 QP1937.No superseded survey control is available for this station.
 QP1937
 QP1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL989417(NAD 83)
 QP1937_MARKER: DB = BENCH MARK DISK
 QP1937_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP1937_SP_SET: BRIDGE ABUTMENT
 QP1937_STAMPING: 7305 J 1987
 QP1937_MARK LOGO: MNDT  
 QP1937_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1937+STABILITY: SURFACE MOTION
 QP1937
 QP1937  HISTORY     - Date     Condition        Report By
 QP1937  HISTORY     - 1987     MONUMENTED       MNDT
 QP1937  HISTORY     - 19880425 GOOD             MNDT
 QP1937
 QP1937                          STATION DESCRIPTION
 QP1937
 QP1937'DESCRIBED BY MN DEPT OF TRANSP 1988
 QP1937'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) SOUTHWEST ALONG THE BURLINGTON
 QP1937'NORTHERN RAILROAD FROM THE TOWN OF WAITE PARK, 0.65 MI (1.05 KM)
 QP1937'NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM ITS JUNCTION WITH TRUNK
 QP1937'HIGHWAY 23 AND IN THE SW 1/4 OF SECTION 26, T124, R29W.  THE MARK IS
 QP1937'25.7 FT (7.8 M) SOUTHWEST OF THE CENTERLINE OF EASTBOUND INTERSTATE
 QP1937'HIGHWAY 94 AND 0.9 FT (0.3 M) WEST OF THE SOUTHEAST CORNER OF BRIDGE
 QP1937'NUMBER 73876 (EASTBOUND INTERSTATE HIGHWAY 94 OVER THE BURLINGTON
 QP1937'NORTHERN RAILROAD).  THE MARK, A STANDARD MNDT BENCH MARK DISK
 QP1937'STAMPED---7305 J 1987---, IS SET IN A DRILL HOLE IN THE TOP OF
 QP1937'SOUTHEAST CORNER OF THE EAST ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1663 ***********************************************************************
 QP1663  DESIGNATION -  7305 K
 QP1663  PID         -  QP1663
 QP1663  STATE/COUNTY-  MN/STEARNS
 QP1663  USGS QUAD   -  ROCKVILLE (1967)
 QP1663
 QP1663                         *CURRENT SURVEY CONTROL
 QP1663  ___________________________________________________________________
 QP1663* NAD 83(1986)-  45 29 25.     (N)    094 19 15.     (W)     SCALED    
 QP1663* NAVD 88     -       331.755  (meters)    1088.43   (feet)  ADJUSTED  
 QP1663  ___________________________________________________________________
 QP1663  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 QP1663  DYNAMIC HT  -         331.745 (meters)    1088.40  (feet)  COMP
 QP1663  MODELED GRAV-     980,575.7   (mgal)                       NAVD 88
 QP1663
 QP1663  VERT ORDER  -  FIRST     CLASS II
 QP1663
 QP1663.The horizontal coordinates were scaled from a topographic map and have
 QP1663.an estimated accuracy of +/- 6 seconds.
 QP1663
 QP1663.The orthometric height was determined by differential leveling
 QP1663.and adjusted by the National Geodetic Survey in June 1991..
 QP1663
 QP1663.The geoid height was determined by GEOID03.
 QP1663
 QP1663.The dynamic height is computed by dividing the NAVD 88
 QP1663.geopotential number by the normal gravity value computed on the
 QP1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1663.degrees latitude (g = 980.6199 gals.).
 QP1663
 QP1663.The modeled gravity was interpolated from observed gravity values.
 QP1663
 QP1663;                    North         East    Units  Estimated Accuracy
 QP1663;SPC MN C     -   154,500.      794,460.      MT  (+/- 180 meters Scaled)
 QP1663
 QP1663                          SUPERSEDED SURVEY CONTROL
 QP1663
 QP1663.No superseded survey control is available for this station.
 QP1663
 QP1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL967382(NAD 83)
 QP1663_MARKER: DV = VERTICAL CONTROL DISK
 QP1663_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QP1663+WITH SETTING: INFORMATION.
 QP1663_SP_SET: METAL ROD DRIVEN INTO GROUND
 QP1663_STAMPING: 7305 K 1988
 QP1663_MARK LOGO: MNDT  
 QP1663_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1663+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1990
 QP1663
 QP1663  HISTORY     - Date     Condition        Report By
 QP1663  HISTORY     - 1988     MONUMENTED       MNDT
 QP1663  HISTORY     - 19900808 GOOD             NGS
 QP1663
 QP1663                          STATION DESCRIPTION
 QP1663
 QP1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QP1663'2.4 KM (1.5 MI) NORTHEASTERLY ALONG STATE HIGHWAY 23 FROM THE POST
 QP1663'OFFICE IN ROCKVILLE, A METAL ROD DRIVEN 2.4 METERS AND RECESSED 02
 QP1663'CENTIMETERS, 32.9 M (107.9 FT) NORTHWEST OF AND LEVEL WITH THE
 QP1663'HIGHWAY CENTERLINE, 20.0 M (65.6 FT) NORTHWEST OF UTILITY POLE NUMBER
 QP1663'651, 3.2 M (10.5 FT) NORTH OF THE CENTER OF A TRACK ROAD, 2.4 M (7.9
 QP1663'FT) EAST-SOUTHEAST OF A WITNESS POST, AND 2.1 M (6.9 FT) NORTHWEST OF
 QP1663'THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD.  NOTE--THE ROD IS
 QP1663'ENCASED IN A 6-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1896 ***********************************************************************
 QP1896  DESIGNATION -  7305 L
 QP1896  PID         -  QP1896
 QP1896  STATE/COUNTY-  MN/STEARNS
 QP1896  USGS QUAD   -  ROCKVILLE (1967)
 QP1896
 QP1896                         *CURRENT SURVEY CONTROL
 QP1896  ___________________________________________________________________
 QP1896* NAD 83(1986)-  45 28 47.     (N)    094 19 41.     (W)     SCALED    
 QP1896* NAVD 88     -       331.467  (meters)    1087.49   (feet)  ADJUSTED  
 QP1896  ___________________________________________________________________
 QP1896  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 QP1896  DYNAMIC HT  -         331.457 (meters)    1087.46  (feet)  COMP
 QP1896  MODELED GRAV-     980,573.6   (mgal)                       NAVD 88
 QP1896
 QP1896  VERT ORDER  -  SECOND    CLASS I
 QP1896
 QP1896.The horizontal coordinates were scaled from a topographic map and have
 QP1896.an estimated accuracy of +/- 6 seconds.
 QP1896
 QP1896.The orthometric height was determined by differential leveling
 QP1896.and adjusted by the National Geodetic Survey in June 1995..
 QP1896
 QP1896.The geoid height was determined by GEOID03.
 QP1896
 QP1896.The dynamic height is computed by dividing the NAVD 88
 QP1896.geopotential number by the normal gravity value computed on the
 QP1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1896.degrees latitude (g = 980.6199 gals.).
 QP1896
 QP1896.The modeled gravity was interpolated from observed gravity values.
 QP1896
 QP1896;                    North         East    Units  Estimated Accuracy
 QP1896;SPC MN C     -   153,320.      793,900.      MT  (+/- 180 meters Scaled)
 QP1896
 QP1896                          SUPERSEDED SURVEY CONTROL
 QP1896
 QP1896.No superseded survey control is available for this station.
 QP1896
 QP1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL962371(NAD 83)
 QP1896_MARKER: DV = VERTICAL CONTROL DISK
 QP1896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP1896_SP_SET: SIGN BASE
 QP1896_STAMPING: 7305 L 1988
 QP1896_MARK LOGO: MNDT  
 QP1896_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1896
 QP1896  HISTORY     - Date     Condition        Report By
 QP1896  HISTORY     - 1988     MONUMENTED       MNDT
 QP1896
 QP1896                          STATION DESCRIPTION
 QP1896
 QP1896'DESCRIBED BY MN DEPT OF TRANSP 1988
 QP1896'THE MARK IS LOCATED 0.32 MI (0.51 KM) NORTHEAST ALONG TRUNK HIGHWAY 23
 QP1896'FROM ITS JUNCTION WITH COUNTY ROAD 47 AT THE NORTHEAST EDGE OF THE
 QP1896'TOWN OF ROCKVILLE AND IN THE NE 1/4 OF SECTION 9, T123N, R29W.  THE
 QP1896'MARK IS 67.0 FT (20.4 M) EAST-SOUTHEAST OF AND ABOUT 2 FT (0.6 M)
 QP1896'LOWER THAN THE CENTERLINE OF HIGHWAY 23 AT MILEPOINT 196.07, 13.7 FT
 QP1896'(4.2 M) NORTH OF AN EAST-WEST FENCE LINE, 77.9 FT (23.7 M)
 QP1896'NORTH-NORTHEAST OF A STEEL RIGHT-OF-WAY POST, 26.1 FT (8.0 M)
 QP1896'EAST-NORTHEAST OF A GRANITE CORNER POST, 40.0 FT (12.2 M) NORTH OF THE
 QP1896'CENTER OF A FIELD ROAD AND 1.0 FT (0.3 M) WEST OF THE WEST LEG OF A
 QP1896'SIGN.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 QP1896'DISK STAMPED---7305 L 1988---, IS SET IN A DRILL HOLE IN SIGN BASE.
 QP1896'THE MARK IS NOT MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1661 ***********************************************************************
 QP1661  DESIGNATION -  7305 M
 QP1661  PID         -  QP1661
 QP1661  STATE/COUNTY-  MN/STEARNS
 QP1661  USGS QUAD   -  COLD SPRING (1967)
 QP1661
 QP1661                         *CURRENT SURVEY CONTROL
 QP1661  ___________________________________________________________________
 QP1661* NAD 83(1986)-  45 27 47.     (N)    094 23 06.     (W)     SCALED    
 QP1661* NAVD 88     -       337.622  (meters)    1107.68   (feet)  ADJUSTED  
 QP1661  ___________________________________________________________________
 QP1661  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 QP1661  DYNAMIC HT  -         337.610 (meters)    1107.64  (feet)  COMP
 QP1661  MODELED GRAV-     980,568.6   (mgal)                       NAVD 88
 QP1661
 QP1661  VERT ORDER  -  FIRST     CLASS II
 QP1661
 QP1661.The horizontal coordinates were scaled from a topographic map and have
 QP1661.an estimated accuracy of +/- 6 seconds.
 QP1661
 QP1661.The orthometric height was determined by differential leveling
 QP1661.and adjusted by the National Geodetic Survey in June 1991..
 QP1661
 QP1661.The geoid height was determined by GEOID03.
 QP1661
 QP1661.The dynamic height is computed by dividing the NAVD 88
 QP1661.geopotential number by the normal gravity value computed on the
 QP1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1661.degrees latitude (g = 980.6199 gals.).
 QP1661
 QP1661.The modeled gravity was interpolated from observed gravity values.
 QP1661
 QP1661;                    North         East    Units  Estimated Accuracy
 QP1661;SPC MN C     -   151,480.      789,440.      MT  (+/- 180 meters Scaled)
 QP1661
 QP1661                          SUPERSEDED SURVEY CONTROL
 QP1661
 QP1661.No superseded survey control is available for this station.
 QP1661
 QP1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL917353(NAD 83)
 QP1661_MARKER: DV = VERTICAL CONTROL DISK
 QP1661_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QP1661+WITH SETTING: INFORMATION.
 QP1661_SP_SET: METAL ROD DRIVEN INTO GROUND
 QP1661_STAMPING: 7305 M 1988
 QP1661_MARK LOGO: MNDT  
 QP1661_PROJECTION: PROJECTING 3 CENTIMETERS
 QP1661_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1661+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1990
 QP1661_ROD/PIPE-DEPTH: 2.7  meters
 QP1661
 QP1661  HISTORY     - Date     Condition        Report By
 QP1661  HISTORY     - 1988     MONUMENTED       MNDT
 QP1661  HISTORY     - 19900807 GOOD             NGS
 QP1661
 QP1661                          STATION DESCRIPTION
 QP1661
 QP1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QP1661'3.7 KM (2.3 MI) EASTERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 QP1661'COUNTY ROAD 2 (RED RIVER AVENUE) IN COLD SPRING, 17.7 M (58.1 FT)
 QP1661'NORTH OF THE HIGHWAY CENTERLINE, 17.3 M (56.8 FT) SOUTH OF THE NEAR
 QP1661'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 5.1 M (16.7 FT) NORTH OF A
 QP1661'WITNESS POST, 3.3 M (10.8 FT) SOUTHEAST OF THE CENTER OF A TRACK
 QP1661'ROAD, 3.1 M (10.2 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0
 QP1661'FT) SOUTH OF A WITNESS POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH
 QP1661'PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1908 ***********************************************************************
 QP1908  DESIGNATION -  7305 N
 QP1908  PID         -  QP1908
 QP1908  STATE/COUNTY-  MN/STEARNS
 QP1908  USGS QUAD   -  COLD SPRING (1967)
 QP1908
 QP1908                         *CURRENT SURVEY CONTROL
 QP1908  ___________________________________________________________________
 QP1908* NAD 83(1986)-  45 27 21.     (N)    094 25 23.     (W)     SCALED    
 QP1908* NAVD 88     -       333.739  (meters)    1094.94   (feet)  ADJUSTED  
 QP1908  ___________________________________________________________________
 QP1908  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 QP1908  DYNAMIC HT  -         333.726 (meters)    1094.90  (feet)  COMP
 QP1908  MODELED GRAV-     980,567.3   (mgal)                       NAVD 88
 QP1908
 QP1908  VERT ORDER  -  SECOND    CLASS I
 QP1908
 QP1908.The horizontal coordinates were scaled from a topographic map and have
 QP1908.an estimated accuracy of +/- 6 seconds.
 QP1908
 QP1908.The orthometric height was determined by differential leveling
 QP1908.and adjusted by the National Geodetic Survey in June 1995..
 QP1908
 QP1908.The geoid height was determined by GEOID03.
 QP1908
 QP1908.The dynamic height is computed by dividing the NAVD 88
 QP1908.geopotential number by the normal gravity value computed on the
 QP1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1908.degrees latitude (g = 980.6199 gals.).
 QP1908
 QP1908.The modeled gravity was interpolated from observed gravity values.
 QP1908
 QP1908;                    North         East    Units  Estimated Accuracy
 QP1908;SPC MN C     -   150,680.      786,460.      MT  (+/- 180 meters Scaled)
 QP1908
 QP1908                          SUPERSEDED SURVEY CONTROL
 QP1908
 QP1908.No superseded survey control is available for this station.
 QP1908
 QP1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL887345(NAD 83)
 QP1908_MARKER: DV = VERTICAL CONTROL DISK
 QP1908_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP1908_SP_SET: BRIDGE ABUTMENT
 QP1908_STAMPING: 7305 N 1988
 QP1908_MARK LOGO: MNDT  
 QP1908_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1908+STABILITY: SURFACE MOTION
 QP1908
 QP1908  HISTORY     - Date     Condition        Report By
 QP1908  HISTORY     - 1988     MONUMENTED       MNDT
 QP1908
 QP1908                          STATION DESCRIPTION
 QP1908
 QP1908'DESCRIBED BY MN DEPT OF TRANSP 1988
 QP1908'THE MARK IS LOCATED IN THE TOWN OF COLD SPRING, AT THE SOUTHEAST
 QP1908'CORNER OF BRIDGE NUMBER 73518 (MAIN STREET OVER THE SAUK RIVER) WHICH
 QP1908'IS 0.45 MI (0.72 KM) WESTERLY ALONG MAIN STREET FROM ITS JUNCTION
 QP1908'WITH TRUNK HIGHWAY 23 AT THE EAST EDGE OF COLD SPRING AND IN THE NW
 QP1908'1/4 OF SECTION 23, T123N, R30W.  THE MARK IS 29.0 FT (8.8 M) SOUTH OF
 QP1908'AND ABOUT 1 FT (0.3 M) HIGHER THAN THE CENTERLINE OF MAIN STREET.
 QP1908'THE MARK, A STANDARD MNDT ALUMINUM MAGNETIC VERTICAL CONTROL
 QP1908'MONUMENT DISK STAMPED---7305 N 1988---, IS SET IN THE SOUTHEAST
 QP1908'CORNER OF THE EAST ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1909 ***********************************************************************
 QP1909  DESIGNATION -  7305 P
 QP1909  PID         -  QP1909
 QP1909  STATE/COUNTY-  MN/STEARNS
 QP1909  USGS QUAD   -  COLD SPRING (1967)
 QP1909
 QP1909                         *CURRENT SURVEY CONTROL
 QP1909  ___________________________________________________________________
 QP1909* NAD 83(1986)-  45 27 10.     (N)    094 25 29.     (W)     SCALED    
 QP1909* NAVD 88     -       332.198  (meters)    1089.89   (feet)  ADJUSTED  
 QP1909  ___________________________________________________________________
 QP1909  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 QP1909  DYNAMIC HT  -         332.185 (meters)    1089.84  (feet)  COMP
 QP1909  MODELED GRAV-     980,566.7   (mgal)                       NAVD 88
 QP1909
 QP1909  VERT ORDER  -  SECOND    CLASS I
 QP1909
 QP1909.The horizontal coordinates were scaled from a topographic map and have
 QP1909.an estimated accuracy of +/- 6 seconds.
 QP1909
 QP1909.The orthometric height was determined by differential leveling
 QP1909.and adjusted by the National Geodetic Survey in June 1995..
 QP1909
 QP1909.The geoid height was determined by GEOID03.
 QP1909
 QP1909.The dynamic height is computed by dividing the NAVD 88
 QP1909.geopotential number by the normal gravity value computed on the
 QP1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1909.degrees latitude (g = 980.6199 gals.).
 QP1909
 QP1909.The modeled gravity was interpolated from observed gravity values.
 QP1909
 QP1909;                    North         East    Units  Estimated Accuracy
 QP1909;SPC MN C     -   150,340.      786,330.      MT  (+/- 180 meters Scaled)
 QP1909
 QP1909                          SUPERSEDED SURVEY CONTROL
 QP1909
 QP1909.No superseded survey control is available for this station.
 QP1909
 QP1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL885342(NAD 83)
 QP1909_MARKER: DV = VERTICAL CONTROL DISK
 QP1909_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1909_SP_SET: ALUMINUM ALLOY ROD
 QP1909_STAMPING: 7305 P 1988
 QP1909_MARK LOGO: MNDT  
 QP1909_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1909
 QP1909  HISTORY     - Date     Condition        Report By
 QP1909  HISTORY     - 1988     MONUMENTED       MNDT
 QP1909
 QP1909                          STATION DESCRIPTION
 QP1909
 QP1909'DESCRIBED BY MN DEPT OF TRANSP 1988
 QP1909'THE MARK IS LOCATED IN A PARK IN THE SOUTHEAST PART OF THE TOWN OF
 QP1909'COLD SPRING, 0.18 MI (0.29 KM) EAST ALONG TRUNK HIGHWAY 23 FROM ITS
 QP1909'JUNCTION WITH COUNTY ROAD 2 AND IN THE NW 1/4 OF SECTION 23, T123N,
 QP1909'R30W.  THE MARK IS 148.0 FT (45.1 M) SOUTH OF AND ABOUT 5 FT (1.5 M)
 QP1909'LOWER THAN THE CENTERLINE OF HIGHWAY 23 AT MILEPOINT 190.83, 2.2 FT
 QP1909'(0.7 M) EAST OF A CORNER POST OF A PICNIC SHELTER AND 101.0 FT
 QP1909'(30.8 M) SOUTH-SOUTHEAST OF A POWER POLE.  THE MARK, A STANDARD MNDT
 QP1909'ALUMINUM MAGNETIC VERTICAL CONTROL MONUMENT DISK STAMPED---7305 P
 QP1909'1988---, IS FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 30 FOOT
 QP1909'LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1910 ***********************************************************************
 QP1910  DESIGNATION -  7305 Q
 QP1910  PID         -  QP1910
 QP1910  STATE/COUNTY-  MN/STEARNS
 QP1910  USGS QUAD   -  COLD SPRING (1967)
 QP1910
 QP1910                         *CURRENT SURVEY CONTROL
 QP1910  ___________________________________________________________________
 QP1910* NAD 83(1986)-  45 26 59.     (N)    094 26 24.     (W)     SCALED    
 QP1910* NAVD 88     -       334.987  (meters)    1099.04   (feet)  ADJUSTED  
 QP1910  ___________________________________________________________________
 QP1910  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 QP1910  DYNAMIC HT  -         334.974 (meters)    1098.99  (feet)  COMP
 QP1910  MODELED GRAV-     980,566.6   (mgal)                       NAVD 88
 QP1910
 QP1910  VERT ORDER  -  SECOND    CLASS I
 QP1910
 QP1910.The horizontal coordinates were scaled from a topographic map and have
 QP1910.an estimated accuracy of +/- 6 seconds.
 QP1910
 QP1910.The orthometric height was determined by differential leveling
 QP1910.and adjusted by the National Geodetic Survey in June 1995..
 QP1910
 QP1910.The geoid height was determined by GEOID03.
 QP1910
 QP1910.The dynamic height is computed by dividing the NAVD 88
 QP1910.geopotential number by the normal gravity value computed on the
 QP1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1910.degrees latitude (g = 980.6199 gals.).
 QP1910
 QP1910.The modeled gravity was interpolated from observed gravity values.
 QP1910
 QP1910;                    North         East    Units  Estimated Accuracy
 QP1910;SPC MN C     -   150,000.      785,140.      MT  (+/- 180 meters Scaled)
 QP1910
 QP1910                          SUPERSEDED SURVEY CONTROL
 QP1910
 QP1910.No superseded survey control is available for this station.
 QP1910
 QP1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL873339(NAD 83)
 QP1910_MARKER: DV = VERTICAL CONTROL DISK
 QP1910_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1910_SP_SET: ALUMINUM ALLOY ROD
 QP1910_STAMPING: 7305 Q 1988
 QP1910_MARK LOGO: MNDT  
 QP1910_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1910
 QP1910  HISTORY     - Date     Condition        Report By
 QP1910  HISTORY     - 1988     MONUMENTED       MNDT
 QP1910
 QP1910                          STATION DESCRIPTION
 QP1910
 QP1910'DESCRIBED BY MN DEPT OF TRANSP 1988
 QP1910'THE MARK IS LOCATED NEAR THE WEST EDGE OF THE TOWN OF COLD SPRING,
 QP1910'0.45 MI (0.72 KM) WESTERLY ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION
 QP1910'WITH COUNTY ROAD 2 AND IN THE NW 1/4 OF SECTION 22, T123N, R30W.
 QP1910'THE MARK IS 196.0 FT (59.7 M) SOUTH OF AND ABOUT LEVEL WITH THE
 QP1910'CENTERLINE OF HIGHWAY 23 AT MILEPOINT 190.1, 1.6 FT (0.5 M)
 QP1910'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A FENCE, 29.7 FT (9.1 M)
 QP1910'NORTH-NORTHWEST OF A POWER POLE AND 151.5 FT (46.2 M) SOUTH-SOUTHEAST
 QP1910'OF ANOTHER POWER POLE.  THE MARK, A STANDARD MNDT ALUMINUM MAGNETIC
 QP1910'VERTICAL CONTROL MONUMENT DISK STAMPED---7305 Q 1988---, IS FASTENED
 QP1910'TO THE TOP OF A 3/4 INCH DIAMETER BY 29 FOOT LONG ALUMINUM ALLOY ROD
 QP1910'DRIVEN TO REFUSAL AND IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1659 ***********************************************************************
 QP1659  DESIGNATION -  7305 R
 QP1659  PID         -  QP1659
 QP1659  STATE/COUNTY-  MN/STEARNS
 QP1659  USGS QUAD   -  COLD SPRING (1967)
 QP1659
 QP1659                         *CURRENT SURVEY CONTROL
 QP1659  ___________________________________________________________________
 QP1659* NAD 83(1986)-  45 26 53.     (N)    094 26 54.     (W)     SCALED    
 QP1659* NAVD 88     -       334.588  (meters)    1097.73   (feet)  ADJUSTED  
 QP1659  ___________________________________________________________________
 QP1659  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 QP1659  DYNAMIC HT  -         334.575 (meters)    1097.68  (feet)  COMP
 QP1659  MODELED GRAV-     980,566.6   (mgal)                       NAVD 88
 QP1659
 QP1659  VERT ORDER  -  FIRST     CLASS II
 QP1659
 QP1659.The horizontal coordinates were scaled from a topographic map and have
 QP1659.an estimated accuracy of +/- 6 seconds.
 QP1659
 QP1659.The orthometric height was determined by differential leveling
 QP1659.and adjusted by the National Geodetic Survey in June 1991..
 QP1659
 QP1659.The geoid height was determined by GEOID03.
 QP1659
 QP1659.The dynamic height is computed by dividing the NAVD 88
 QP1659.geopotential number by the normal gravity value computed on the
 QP1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1659.degrees latitude (g = 980.6199 gals.).
 QP1659
 QP1659.The modeled gravity was interpolated from observed gravity values.
 QP1659
 QP1659;                    North         East    Units  Estimated Accuracy
 QP1659;SPC MN C     -   149,820.      784,480.      MT  (+/- 180 meters Scaled)
 QP1659
 QP1659                          SUPERSEDED SURVEY CONTROL
 QP1659
 QP1659.No superseded survey control is available for this station.
 QP1659
 QP1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL867337(NAD 83)
 QP1659_MARKER: DV = VERTICAL CONTROL DISK
 QP1659_SETTING: 66 = SET IN ROCK OUTCROP
 QP1659_SP_SET: IN A DRILL HOLE IN BEDROCK
 QP1659_STAMPING: 7305 R 1988
 QP1659_MARK LOGO: MNDT  
 QP1659_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QP1659+STABILITY: POSITION/ELEVATION WELL
 QP1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1659+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1990
 QP1659
 QP1659  HISTORY     - Date     Condition        Report By
 QP1659  HISTORY     - 1988     MONUMENTED       MNDT
 QP1659  HISTORY     - 19900807 GOOD             NGS
 QP1659
 QP1659                          STATION DESCRIPTION
 QP1659
 QP1659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QP1659'1.6 KM (1.0 MI) WESTERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 QP1659'COUNTY ROAD 2 (RED RIVER AVENUE) IN COLD SPRINGS, IN THE NORTH END OF
 QP1659'A 4 BY 5 FOOT AREA OF OUTCROPPING BEDROCK, 54.8 M (179.8 FT) NORTH OF
 QP1659'AND LEVEL WITH THE HIGHWAY CENTERLINE, 22.9 M (75.1 FT) NORTH OF THE
 QP1659'NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD, 11.9 M (39.0 FT) WEST
 QP1659'OF A 30-INCH (1990) OAK TREE, AND 0.6 M (2.0 FT) SOUTH OF A WITNESS
 QP1659'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1914 ***********************************************************************
 QP1914  DESIGNATION -  7305 S
 QP1914  PID         -  QP1914
 QP1914  STATE/COUNTY-  MN/STEARNS
 QP1914  USGS QUAD   -  COLD SPRING (1967)
 QP1914
 QP1914                         *CURRENT SURVEY CONTROL
 QP1914  ___________________________________________________________________
 QP1914* NAD 83(1986)-  45 27 01.     (N)    094 29 04.     (W)     SCALED    
 QP1914* NAVD 88     -       337.532  (meters)    1107.39   (feet)  ADJUSTED  
 QP1914  ___________________________________________________________________
 QP1914  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 QP1914  DYNAMIC HT  -         337.520 (meters)    1107.35  (feet)  COMP
 QP1914  MODELED GRAV-     980,569.1   (mgal)                       NAVD 88
 QP1914
 QP1914  VERT ORDER  -  SECOND    CLASS I
 QP1914
 QP1914.The horizontal coordinates were scaled from a topographic map and have
 QP1914.an estimated accuracy of +/- 6 seconds.
 QP1914
 QP1914.The orthometric height was determined by differential leveling
 QP1914.and adjusted by the National Geodetic Survey in June 1995..
 QP1914
 QP1914.The geoid height was determined by GEOID03.
 QP1914
 QP1914.The dynamic height is computed by dividing the NAVD 88
 QP1914.geopotential number by the normal gravity value computed on the
 QP1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1914.degrees latitude (g = 980.6199 gals.).
 QP1914
 QP1914.The modeled gravity was interpolated from observed gravity values.
 QP1914
 QP1914;                    North         East    Units  Estimated Accuracy
 QP1914;SPC MN C     -   150,080.      781,660.      MT  (+/- 180 meters Scaled)
 QP1914
 QP1914                          SUPERSEDED SURVEY CONTROL
 QP1914
 QP1914.No superseded survey control is available for this station.
 QP1914
 QP1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL839340(NAD 83)
 QP1914_MARKER: DV = VERTICAL CONTROL DISK
 QP1914_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1914_SP_SET: ALUMINUM ALLOY ROD
 QP1914_STAMPING: 7305 S 1988
 QP1914_MARK LOGO: MNDT  
 QP1914_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1914
 QP1914  HISTORY     - Date     Condition        Report By
 QP1914  HISTORY     - 1988     MONUMENTED       MNDT
 QP1914
 QP1914                          STATION DESCRIPTION
 QP1914
 QP1914'DESCRIBED BY MN DEPT OF TRANSP 1988
 QP1914'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) EAST ALONG TRUNK HIGHWAY
 QP1914'23 FROM ITS JUNCTION WITH TRUNK HIGHWAY 22 IN THE TOWN OF RICHMOND TO
 QP1914'A GRAVEL ROAD NORTH (MILEPOINT 187.9) AND IN THE NW 1/4 OF SECTION
 QP1914'20, T123N, R30W.  THE MARK IS 380.0 FT (115.8 M) NORTH OF THE
 QP1914'CENTERLINE OF HIGHWAY 23, 46.0 FT (14.0 M) WEST OF AND ABOUT 1 FT
 QP1914'(0.3 M) LOWER THAN THE CENTER OF THE GRAVEL ROAD, 26.0 FT (7.9 M)
 QP1914'SOUTH-SOUTHWEST OF TELEPHONE CABLE MARKER POST NUMBER C 6 A LP3 AND IS
 QP1914'1.2 FT (0.4 M) EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 QP1914'MNDT ALUMINUM MAGNETIC VERTICAL CONTROL MONUMENT DISK STAMPED---7305
 QP1914'S 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 15 FOOT
 QP1914'LONG ALUMINUM ALLOY ROD THAT IS DRIVEN TO REFUSAL AND IS FLUSH WITH
 QP1914'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1657 ***********************************************************************
 QP1657  DESIGNATION -  7305 T
 QP1657  PID         -  QP1657
 QP1657  STATE/COUNTY-  MN/STEARNS
 QP1657  USGS QUAD   -  COLD SPRING (1967)
 QP1657
 QP1657                         *CURRENT SURVEY CONTROL
 QP1657  ___________________________________________________________________
 QP1657* NAD 83(1986)-  45 27 01.     (N)    094 29 52.     (W)     SCALED    
 QP1657* NAVD 88     -       339.990  (meters)    1115.45   (feet)  ADJUSTED  
 QP1657  ___________________________________________________________________
 QP1657  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 QP1657  DYNAMIC HT  -         339.978 (meters)    1115.41  (feet)  COMP
 QP1657  MODELED GRAV-     980,570.0   (mgal)                       NAVD 88
 QP1657
 QP1657  VERT ORDER  -  FIRST     CLASS II
 QP1657
 QP1657.The horizontal coordinates were scaled from a topographic map and have
 QP1657.an estimated accuracy of +/- 6 seconds.
 QP1657
 QP1657.The orthometric height was determined by differential leveling
 QP1657.and adjusted by the National Geodetic Survey in June 1991..
 QP1657
 QP1657.The geoid height was determined by GEOID03.
 QP1657
 QP1657.The dynamic height is computed by dividing the NAVD 88
 QP1657.geopotential number by the normal gravity value computed on the
 QP1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1657.degrees latitude (g = 980.6199 gals.).
 QP1657
 QP1657.The modeled gravity was interpolated from observed gravity values.
 QP1657
 QP1657;                    North         East    Units  Estimated Accuracy
 QP1657;SPC MN C     -   150,080.      780,620.      MT  (+/- 180 meters Scaled)
 QP1657
 QP1657                          SUPERSEDED SURVEY CONTROL
 QP1657
 QP1657.No superseded survey control is available for this station.
 QP1657
 QP1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL828340(NAD 83)
 QP1657_MARKER: DV = VERTICAL CONTROL DISK
 QP1657_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1657_SP_SET: ALUMINUM ALLOY ROD
 QP1657_STAMPING: 7305 T 1988
 QP1657_MARK LOGO: MNDT  
 QP1657_PROJECTION: FLUSH
 QP1657_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1657+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1990
 QP1657_ROD/PIPE-DEPTH: 10.7 meters
 QP1657
 QP1657  HISTORY     - Date     Condition        Report By
 QP1657  HISTORY     - 1988     MONUMENTED       MNDT
 QP1657  HISTORY     - 19900807 GOOD             NGS
 QP1657
 QP1657                          STATION DESCRIPTION
 QP1657
 QP1657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QP1657'1.8 KM (1.1 MI) EASTERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 QP1657'STATE HIGHWAY 22 IN RICHMOND, 16.9 M (55.4 FT) NORTH OF THE HIGHWAY
 QP1657'CENTERLINE, 10.8 M (35.4 FT) EAST OF AN 8-INCH (1990) PINE TREE, 9.8
 QP1657'M (32.2 FT) WEST OF A 10-INCH (1990) PINE TREE, 0.6 M (2.0 FT) BELOW
 QP1657'THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS POST.
 QP1657'NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE THAT IS FLUSH WITH THE
 QP1657'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1919 ***********************************************************************
 QP1919  DESIGNATION -  7305 U
 QP1919  PID         -  QP1919
 QP1919  STATE/COUNTY-  MN/STEARNS
 QP1919  USGS QUAD   -  RICHMOND (1967)
 QP1919
 QP1919                         *CURRENT SURVEY CONTROL
 QP1919  ___________________________________________________________________
 QP1919* NAD 83(1986)-  45 26 56.     (N)    094 31 30.     (W)     SCALED    
 QP1919* NAVD 88     -       336.420  (meters)    1103.74   (feet)  ADJUSTED  
 QP1919  ___________________________________________________________________
 QP1919  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 QP1919  DYNAMIC HT  -         336.408 (meters)    1103.70  (feet)  COMP
 QP1919  MODELED GRAV-     980,570.2   (mgal)                       NAVD 88
 QP1919
 QP1919  VERT ORDER  -  SECOND    CLASS I
 QP1919
 QP1919.The horizontal coordinates were scaled from a topographic map and have
 QP1919.an estimated accuracy of +/- 6 seconds.
 QP1919
 QP1919.The orthometric height was determined by differential leveling
 QP1919.and adjusted by the National Geodetic Survey in June 1995..
 QP1919
 QP1919.The geoid height was determined by GEOID03.
 QP1919
 QP1919.The dynamic height is computed by dividing the NAVD 88
 QP1919.geopotential number by the normal gravity value computed on the
 QP1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1919.degrees latitude (g = 980.6199 gals.).
 QP1919
 QP1919.The modeled gravity was interpolated from observed gravity values.
 QP1919
 QP1919;                    North         East    Units  Estimated Accuracy
 QP1919;SPC MN C     -   149,930.      778,490.      MT  (+/- 180 meters Scaled)
 QP1919
 QP1919                          SUPERSEDED SURVEY CONTROL
 QP1919
 QP1919.No superseded survey control is available for this station.
 QP1919
 QP1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL807339(NAD 83)
 QP1919_MARKER: DV = VERTICAL CONTROL DISK
 QP1919_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP1919_SP_SET: BRIDGE ABUTMENT
 QP1919_STAMPING: 7305 U 1988
 QP1919_MARK LOGO: MNDT  
 QP1919_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1919+STABILITY: SURFACE MOTION
 QP1919
 QP1919  HISTORY     - Date     Condition        Report By
 QP1919  HISTORY     - 1988     MONUMENTED       MNDT
 QP1919
 QP1919                          STATION DESCRIPTION
 QP1919
 QP1919'DESCRIBED BY MN DEPT OF TRANSP 1988
 QP1919'THE MARK IS LOCATED 0.2 MI (0.3 KM) WEST ALONG TRUNK HIGHWAY 23 FROM
 QP1919'ITS JUNCTION WITH TRUNK HIGHWAY 22 (SOUTH) IN THE TOWN OF RICHMOND,
 QP1919'IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 73023 (HIGHWAY 23 OVER THE
 QP1919'SAUK RIVER) AND IN THE SW 1/4 OF SECTION 24, T123N, R31W.  THE MARK
 QP1919'IS 24.0 FT (7.3 M) SOUTH OF AND ABOUT 0.5 FT (0.2 M) LOWER THAN THE
 QP1919'CENTERLINE OF HIGHWAY 23 AND 0.9 FT (0.3 M) SOUTHWEST OF THE
 QP1919'SOUTHEAST CORNER OF THE BRIDGE.  THE MARK, A STANDARD MNDT ALUMINUM
 QP1919'VERTICAL CONTROL MONUMENT DISK STAMPED---7305 U 1988---, IS SET IN
 QP1919'THE SOUTHEAST CORNER OF THE EAST ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1656 ***********************************************************************
 QP1656  DESIGNATION -  7305 V
 QP1656  PID         -  QP1656
 QP1656  STATE/COUNTY-  MN/STEARNS
 QP1656  USGS QUAD   -  RICHMOND (1967)
 QP1656
 QP1656                         *CURRENT SURVEY CONTROL
 QP1656  ___________________________________________________________________
 QP1656* NAD 83(1996)-  45 26 55.98080(N)    094 32 22.84410(W)     ADJUSTED  
 QP1656* NAVD 88     -       344.757  (meters)    1131.09   (feet)  ADJUSTED  
 QP1656  ___________________________________________________________________
 QP1656  X           -    -354,779.627 (meters)                     COMP
 QP1656  Y           -  -4,468,338.183 (meters)                     COMP
 QP1656  Z           -   4,522,712.032 (meters)                     COMP
 QP1656  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 QP1656  ELLIP HEIGHT-         317.97  (meters)          (09/10/02) GPS OBS
 QP1656  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 QP1656  DYNAMIC HT  -         344.744 (meters)    1131.05  (feet)  COMP
 QP1656  MODELED GRAV-     980,568.3   (mgal)                       NAVD 88
 QP1656
 QP1656  HORZ ORDER  -  FIRST
 QP1656  VERT ORDER  -  FIRST     CLASS II
 QP1656  ELLP ORDER  -  FOURTH    CLASS I
 QP1656
 QP1656.The horizontal coordinates were established by GPS observations
 QP1656.and adjusted by the MN DEPT OF TRANSP in September 2002..
 QP1656
 QP1656.The orthometric height was determined by differential leveling
 QP1656.and adjusted by the National Geodetic Survey in June 1991..
 QP1656
 QP1656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1656
 QP1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1656
 QP1656.The ellipsoidal height was determined by GPS observations
 QP1656.and is referenced to NAD 83.
 QP1656
 QP1656.The geoid height was determined by GEOID03.
 QP1656
 QP1656.The dynamic height is computed by dividing the NAVD 88
 QP1656.geopotential number by the normal gravity value computed on the
 QP1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1656.degrees latitude (g = 980.6199 gals.).
 QP1656
 QP1656.The modeled gravity was interpolated from observed gravity values.
 QP1656
 QP1656;                    North         East     Units Scale Factor Converg.
 QP1656;SPC MN C     -   149,934.150   777,337.910   MT  1.00004057   -0 12 34.4
 QP1656;UTM  15      - 5,033,970.598   379,601.220   MT  0.99977823   -1 05 50.4
 QP1656
 QP1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1656!SPC MN C     -   0.99995015  x   1.00004057  =   0.99999072
 QP1656!UTM  15      -   0.99995015  x   0.99977823  =   0.99972839
 QP1656
 QP1656                          SUPERSEDED SURVEY CONTROL
 QP1656
 QP1656  NAVD 88 (09/10/02)  344.76   (m)         1131.1    (f) LEVELING    3  
 QP1656
 QP1656.Superseded values are not recommended for survey control.
 QP1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1656.See file dsdata.txt to determine how the superseded data were derived.
 QP1656
 QP1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7960133971(NAD 83)
 QP1656_MARKER: DV = VERTICAL CONTROL DISK
 QP1656_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1656_SP_SET: ALUMINUM ALLOY ROD
 QP1656_STAMPING: 7305 V 1988
 QP1656_MARK LOGO: MNDT  
 QP1656_PROJECTION: FLUSH
 QP1656_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1656+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2001
 QP1656_ROD/PIPE-DEPTH: 10.7 meters
 QP1656
 QP1656  HISTORY     - Date     Condition        Report By
 QP1656  HISTORY     - 1988     MONUMENTED       MNDT
 QP1656  HISTORY     - 19900807 GOOD             NGS
 QP1656  HISTORY     - 20010510 GOOD             MNDT
 QP1656
 QP1656                          STATION DESCRIPTION
 QP1656
 QP1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QP1656'1.4 KM (0.9 MI) WESTERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 QP1656'STATE HIGHWAY 22 IN RICHMOND, 33.7 M (110.6 FT) EAST OF UTILITY
 QP1656'PEDESTAL NUMBER F 14 LP 2, 25.4 M (83.3 FT) NORTH OF THE HIGHWAY
 QP1656'CENTERLINE, 7.8 M (25.6 FT) NORTHEAST OF A WITNESS POST, 0.9 M (3.0
 QP1656'FT) WEST OF A UTILITY POLE WITH A GUY WIRE, AND 0.6 M (2.0 FT) ABOVE
 QP1656'THE LEVEL OF THE HIGHWAY.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC
 QP1656'PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 QP1656
 QP1656                          STATION RECOVERY (2001)
 QP1656
 QP1656'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 QP1656'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1920 ***********************************************************************
 QP1920  DESIGNATION -  7305 W
 QP1920  PID         -  QP1920
 QP1920  STATE/COUNTY-  MN/STEARNS
 QP1920  USGS QUAD   -  RICHMOND (1967)
 QP1920
 QP1920                         *CURRENT SURVEY CONTROL
 QP1920  ___________________________________________________________________
 QP1920* NAD 83(1986)-  45 26 51.     (N)    094 33 24.     (W)     SCALED    
 QP1920* NAVD 88     -       344.549  (meters)    1130.41   (feet)  ADJUSTED  
 QP1920  ___________________________________________________________________
 QP1920  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 QP1920  DYNAMIC HT  -         344.536 (meters)    1130.37  (feet)  COMP
 QP1920  MODELED GRAV-     980,566.1   (mgal)                       NAVD 88
 QP1920
 QP1920  VERT ORDER  -  SECOND    CLASS I
 QP1920
 QP1920.The horizontal coordinates were scaled from a topographic map and have
 QP1920.an estimated accuracy of +/- 6 seconds.
 QP1920
 QP1920.The orthometric height was determined by differential leveling
 QP1920.and adjusted by the National Geodetic Survey in June 1995..
 QP1920
 QP1920.The geoid height was determined by GEOID03.
 QP1920
 QP1920.The dynamic height is computed by dividing the NAVD 88
 QP1920.geopotential number by the normal gravity value computed on the
 QP1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1920.degrees latitude (g = 980.6199 gals.).
 QP1920
 QP1920.The modeled gravity was interpolated from observed gravity values.
 QP1920
 QP1920;                    North         East    Units  Estimated Accuracy
 QP1920;SPC MN C     -   149,790.      776,010.      MT  (+/- 180 meters Scaled)
 QP1920
 QP1920                          SUPERSEDED SURVEY CONTROL
 QP1920
 QP1920.No superseded survey control is available for this station.
 QP1920
 QP1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL782338(NAD 83)
 QP1920_MARKER: DV = VERTICAL CONTROL DISK
 QP1920_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1920_SP_SET: ALUMINUM ALLOY ROD
 QP1920_STAMPING: 7305 W 1988
 QP1920_MARK LOGO: MNDT  
 QP1920_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1920
 QP1920  HISTORY     - Date     Condition        Report By
 QP1920  HISTORY     - 1988     MONUMENTED       MNDT
 QP1920
 QP1920                          STATION DESCRIPTION
 QP1920
 QP1920'DESCRIBED BY MN DEPT OF TRANSP 1988
 QP1920'THE MARK IS LOCATED 1.8 MI (2.9 KM) WESTERLY ALONG TRUNK HIGHWAY 23
 QP1920'FROM ITS JUNCTION WITH TRUNK HIGHWAY 22 (SOUTH) IN THE TOWN OF
 QP1920'RICHMOND TO THE JUNCTION OF COUNTY ROAD 12 (NORTH) AND COUNTY ROAD
 QP1920'43 (SOUTH) AT MILEPOINT 184.3, THEN NORTH ALONG COUNTY ROAD 12 FOR
 QP1920'0.1 MI (0.2 KM) AND IN THE SE 1/4 OF SECTION 22, T123N, R31W.  THE
 QP1920'MARK IS 65.6 FT (20.0 M) EAST OF AND ABOUT 2 FT (0.6 M) LOWER THAN
 QP1920'THE CENTERLINE OF COUNTY ROAD 12, 108.5 FT (33.1 M) EAST-SOUTHEAST OF
 QP1920'A POWER POLE, 91.7 FT (28.0 M) SOUTH-SOUTHEAST OF ANOTHER POWER POLE,
 QP1920'138.0 FT (42.1 M) SOUTH OF THE CENTER OF A FIELD ENTRANCE AND 1.2 FT
 QP1920'(0.4 M) NORTH-NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A
 QP1920'STANDARD MNDT ALUMINUM MAGNETIC VERTICAL CONTROL MONUMENT DISK
 QP1920'STAMPED---7305 W 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 QP1920'DIAMETER BY 15 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND IS
 QP1920'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1655 ***********************************************************************
 QP1655  DESIGNATION -  7305 X
 QP1655  PID         -  QP1655
 QP1655  STATE/COUNTY-  MN/STEARNS
 QP1655  USGS QUAD   -  RICHMOND (1967)
 QP1655
 QP1655                         *CURRENT SURVEY CONTROL
 QP1655  ___________________________________________________________________
 QP1655* NAD 83(1986)-  45 26 29.     (N)    094 34 00.     (W)     SCALED    
 QP1655* NAVD 88     -       340.260  (meters)    1116.34   (feet)  ADJUSTED  
 QP1655  ___________________________________________________________________
 QP1655  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 QP1655  DYNAMIC HT  -         340.246 (meters)    1116.29  (feet)  COMP
 QP1655  MODELED GRAV-     980,563.9   (mgal)                       NAVD 88
 QP1655
 QP1655  VERT ORDER  -  FIRST     CLASS II
 QP1655
 QP1655.The horizontal coordinates were scaled from a topographic map and have
 QP1655.an estimated accuracy of +/- 6 seconds.
 QP1655
 QP1655.The orthometric height was determined by differential leveling
 QP1655.and adjusted by the National Geodetic Survey in June 1991..
 QP1655
 QP1655.The geoid height was determined by GEOID03.
 QP1655
 QP1655.The dynamic height is computed by dividing the NAVD 88
 QP1655.geopotential number by the normal gravity value computed on the
 QP1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1655.degrees latitude (g = 980.6199 gals.).
 QP1655
 QP1655.The modeled gravity was interpolated from observed gravity values.
 QP1655
 QP1655;                    North         East    Units  Estimated Accuracy
 QP1655;SPC MN C     -   149,110.      775,220.      MT  (+/- 180 meters Scaled)
 QP1655
 QP1655                          SUPERSEDED SURVEY CONTROL
 QP1655
 QP1655.No superseded survey control is available for this station.
 QP1655
 QP1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL774331(NAD 83)
 QP1655_MARKER: DV = VERTICAL CONTROL DISK
 QP1655_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1655_SP_SET: ALUMINUM ALLOY ROD
 QP1655_STAMPING: 7305 X 1988
 QP1655_MARK LOGO: MNDT  
 QP1655_PROJECTION: FLUSH
 QP1655_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1655+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1990
 QP1655_ROD/PIPE-DEPTH: 10.7 meters
 QP1655
 QP1655  HISTORY     - Date     Condition        Report By
 QP1655  HISTORY     - 1988     MONUMENTED       MNDT
 QP1655  HISTORY     - 19900807 GOOD             NGS
 QP1655
 QP1655                          STATION DESCRIPTION
 QP1655
 QP1655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QP1655'3.7 KM (2.3 MI) WESTERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 QP1655'STATE HIGHWAY 22 IN RICHMOND, 79.5 M (260.8 FT) SOUTHEAST OF THE
 QP1655'HIGHWAY CENTERLINE, 16.5 M (54.1 FT) SOUTHWEST OF THE CENTER OF BIG
 QP1655'LAKE ROAD, 0.5 M (1.6 FT) NORTHEAST OF A FENCE, 0.3 M (1.0 FT) BELOW
 QP1655'THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS
 QP1655'POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE THAT IS FLUSH
 QP1655'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1654 ***********************************************************************
 QP1654  DESIGNATION -  7305 Y
 QP1654  PID         -  QP1654
 QP1654  STATE/COUNTY-  MN/STEARNS
 QP1654  USGS QUAD   -  RICHMOND (1967)
 QP1654
 QP1654                         *CURRENT SURVEY CONTROL
 QP1654  ___________________________________________________________________
 QP1654* NAD 83(1986)-  45 26 23.     (N)    094 34 50.     (W)     SCALED    
 QP1654* NAVD 88     -       344.258  (meters)    1129.45   (feet)  ADJUSTED  
 QP1654  ___________________________________________________________________
 QP1654  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 QP1654  DYNAMIC HT  -         344.243 (meters)    1129.40  (feet)  COMP
 QP1654  MODELED GRAV-     980,562.1   (mgal)                       NAVD 88
 QP1654
 QP1654  VERT ORDER  -  FIRST     CLASS II
 QP1654
 QP1654.The horizontal coordinates were scaled from a topographic map and have
 QP1654.an estimated accuracy of +/- 6 seconds.
 QP1654
 QP1654.The orthometric height was determined by differential leveling
 QP1654.and adjusted by the National Geodetic Survey in June 1991..
 QP1654
 QP1654.The geoid height was determined by GEOID03.
 QP1654
 QP1654.The dynamic height is computed by dividing the NAVD 88
 QP1654.geopotential number by the normal gravity value computed on the
 QP1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1654.degrees latitude (g = 980.6199 gals.).
 QP1654
 QP1654.The modeled gravity was interpolated from observed gravity values.
 QP1654
 QP1654;                    North         East    Units  Estimated Accuracy
 QP1654;SPC MN C     -   148,930.      774,140.      MT  (+/- 180 meters Scaled)
 QP1654
 QP1654                          SUPERSEDED SURVEY CONTROL
 QP1654
 QP1654.No superseded survey control is available for this station.
 QP1654
 QP1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL763330(NAD 83)
 QP1654_MARKER: DV = VERTICAL CONTROL DISK
 QP1654_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1654_SP_SET: ALUMINUM ALLOY ROD
 QP1654_STAMPING: 7305 Y 1988
 QP1654_MARK LOGO: MNDT  
 QP1654_PROJECTION: RECESSED 5 CENTIMETERS
 QP1654_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1654+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1990
 QP1654_ROD/PIPE-DEPTH: 6.1  meters
 QP1654
 QP1654  HISTORY     - Date     Condition        Report By
 QP1654  HISTORY     - 1988     MONUMENTED       MNDT
 QP1654  HISTORY     - 19900807 GOOD             NGS
 QP1654
 QP1654                          STATION DESCRIPTION
 QP1654
 QP1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QP1654'4.8 KM (3.0 MI) WESTERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 QP1654'STATE HIGHWAY 22 IN RICHMOND, 23.3 M (76.4 FT) NORTH OF THE HIGHWAY
 QP1654'CENTERLINE, 12.4 M (40.7 FT) WEST OF A UTILITY POLE WITH A GUY WIRE,
 QP1654'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT)
 QP1654'NORTHEAST OF A FENCE CORNER, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS
 QP1654'POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE THAT IS FLUSH
 QP1654'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1921 ***********************************************************************
 QP1921  DESIGNATION -  7305 Z
 QP1921  PID         -  QP1921
 QP1921  STATE/COUNTY-  MN/STEARNS
 QP1921  USGS QUAD   -  PAYNESVILLE (1967)
 QP1921
 QP1921                         *CURRENT SURVEY CONTROL
 QP1921  ___________________________________________________________________
 QP1921* NAD 83(1986)-  45 25 59.     (N)    094 37 34.     (W)     SCALED    
 QP1921* NAVD 88     -       350.519  (meters)    1149.99   (feet)  ADJUSTED  
 QP1921  ___________________________________________________________________
 QP1921  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 QP1921  DYNAMIC HT  -         350.502 (meters)    1149.94  (feet)  COMP
 QP1921  MODELED GRAV-     980,556.6   (mgal)                       NAVD 88
 QP1921
 QP1921  VERT ORDER  -  SECOND    CLASS I
 QP1921
 QP1921.The horizontal coordinates were scaled from a topographic map and have
 QP1921.an estimated accuracy of +/- 6 seconds.
 QP1921
 QP1921.The orthometric height was determined by differential leveling
 QP1921.and adjusted by the National Geodetic Survey in June 1995..
 QP1921
 QP1921.The geoid height was determined by GEOID03.
 QP1921
 QP1921.The dynamic height is computed by dividing the NAVD 88
 QP1921.geopotential number by the normal gravity value computed on the
 QP1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1921.degrees latitude (g = 980.6199 gals.).
 QP1921
 QP1921.The modeled gravity was interpolated from observed gravity values.
 QP1921
 QP1921;                    North         East    Units  Estimated Accuracy
 QP1921;SPC MN C     -   148,200.      770,570.      MT  (+/- 180 meters Scaled)
 QP1921
 QP1921                          SUPERSEDED SURVEY CONTROL
 QP1921
 QP1921.No superseded survey control is available for this station.
 QP1921
 QP1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL728323(NAD 83)
 QP1921_MARKER: DV = VERTICAL CONTROL DISK
 QP1921_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1921_SP_SET: ALUMINUM ALLOY ROD
 QP1921_STAMPING: 7305 Z 1988
 QP1921_MARK LOGO: MNDT  
 QP1921_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1921
 QP1921  HISTORY     - Date     Condition        Report By
 QP1921  HISTORY     - 1988     MONUMENTED       MNDT
 QP1921
 QP1921                          STATION DESCRIPTION
 QP1921
 QP1921'DESCRIBED BY MN DEPT OF TRANSP 1988
 QP1921'THE MARK IS LOCATED 0.8 MI (1.3 KM) EAST-NORTHEAST ALONG TRUNK HIGHWAY
 QP1921'23 FROM ITS JUNCTION WITH COUNTY ROAD 10 AND 210TH STREET AT THE
 QP1921'SOUTH EDGE OF THE VILLAGE OF ROSCOE, NEAR A FIELD ENTRANCE TO THE
 QP1921'NORTH AND IN THE SE 1/4 OF SECTION 30, T123N, R31W.  THE MARK IS 63.5
 QP1921'FT (19.4 M) NORTH-NORTHWEST OF AND ABOUT 2 FT (0.6 M) LOWER THAN THE
 QP1921'CENTERLINE OF HIGHWAY 23 AT MILEPOINT 180.75, 62.0 FT (18.9 M)
 QP1921'EAST-NORTHEAST OF THE CENTER OF A FIELD ENTRANCE, 12.5 FT (3.8 M)
 QP1921'WEST-SOUTHWEST OF A ROW OF PINE TREES AND 1.5 FT (0.5 M)
 QP1921'EAST-NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1921'ALUMINUM MAGNETIC VERTICAL CONTROL MARK DISK STAMPED---7305 Z
 QP1921'1988---, IS FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 25 FOOT
 QP1921'LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND IS FLUSH WITH THE
 QP1921'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0027 ***********************************************************************
 QP0027  DESIGNATION -  7306 B
 QP0027  PID         -  QP0027
 QP0027  STATE/COUNTY-  MN/STEARNS
 QP0027  USGS QUAD   -  ST CLOUD (1993)
 QP0027
 QP0027                         *CURRENT SURVEY CONTROL
 QP0027  ___________________________________________________________________
 QP0027* NAD 83(1986)-  45 33 24.     (N)    094 09 38.     (W)     SCALED    
 QP0027* NAVD 88     -       317.859  (meters)    1042.84   (feet)  ADJUSTED  
 QP0027  ___________________________________________________________________
 QP0027  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 QP0027  DYNAMIC HT  -         317.852 (meters)    1042.82  (feet)  COMP
 QP0027  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 QP0027
 QP0027  VERT ORDER  -  SECOND    CLASS 0
 QP0027
 QP0027.The horizontal coordinates were scaled from a topographic map and have
 QP0027.an estimated accuracy of +/- 6 seconds.
 QP0027
 QP0027.The orthometric height was determined by differential leveling
 QP0027.and adjusted by the National Geodetic Survey in June 1991..
 QP0027
 QP0027.The geoid height was determined by GEOID03.
 QP0027
 QP0027.The dynamic height is computed by dividing the NAVD 88
 QP0027.geopotential number by the normal gravity value computed on the
 QP0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0027.degrees latitude (g = 980.6199 gals.).
 QP0027
 QP0027.The modeled gravity was interpolated from observed gravity values.
 QP0027
 QP0027;                    North         East    Units  Estimated Accuracy
 QP0027;SPC MN C     -   161,880.      806,980.      MT  (+/- 180 meters Scaled)
 QP0027
 QP0027                          SUPERSEDED SURVEY CONTROL
 QP0027
 QP0027  NGVD 29 (??/??/92)  317.740  (m)         1042.45   (f) ADJ UNCH    2 0
 QP0027
 QP0027.Superseded values are not recommended for survey control.
 QP0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0027.See file dsdata.txt to determine how the superseded data were derived.
 QP0027
 QP0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL094454(NAD 83)
 QP0027_MARKER: DD = SURVEY DISK
 QP0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0027_SP_SET: BRIDGE
 QP0027_STAMPING: 7306-B 1962
 QP0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0027
 QP0027  HISTORY     - Date     Condition        Report By
 QP0027  HISTORY     - 1962     MONUMENTED       MNDT
 QP0027  HISTORY     - 1974     GOOD             MNDT
 QP0027
 QP0027                          STATION DESCRIPTION
 QP0027
 QP0027'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0027'IN ST CLOUD.
 QP0027'THE MARK IS LOCATED ABOUT 1.25 MILES WEST ALONG T.H. 23 FROM THE T.H.
 QP0027'23 BRIDGE OVER T.H. 10 EAST OF ST. CLOUD.  IT IS SET IN THE SOUTHEAST
 QP0027'CORNER (WALKWAY) OF BRIDGE NO. 9086 (T.H. 23 OVER 9TH AVENUE), 25 FEET
 QP0027'SOUTH OF THE CENTER OF THE EAST BOUND LANE OF T.H. 23, AND 0.7 FEET
 QP0027'WEST OF THE EAST END OF THE SOUTH WALKWAY OF THE BRIDGE.  IT IS ABOUT
 QP0027'1 FOOT HIGHER THAN THE ROADWAY OF T.H. 23 AND CEMENTED INTO THE
 QP0027'WALKWAY OF THE BRIDGE.  NE 1/4 SECTION 14, T 124N, R 28W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0871 ***********************************************************************
 QP0871  DESIGNATION -  7306 C
 QP0871  PID         -  QP0871
 QP0871  STATE/COUNTY-  MN/STEARNS
 QP0871  USGS QUAD   -  ST CLOUD (1993)
 QP0871
 QP0871                         *CURRENT SURVEY CONTROL
 QP0871  ___________________________________________________________________
 QP0871* NAD 83(1986)-  45 33 12.     (N)    094 10 31.     (W)     SCALED    
 QP0871* NAVD 88     -       318.664  (meters)    1045.48   (feet)  ADJUSTED  
 QP0871  ___________________________________________________________________
 QP0871  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 QP0871  DYNAMIC HT  -         318.657 (meters)    1045.46  (feet)  COMP
 QP0871  MODELED GRAV-     980,585.0   (mgal)                       NAVD 88
 QP0871
 QP0871  VERT ORDER  -  SECOND    CLASS I
 QP0871
 QP0871.The horizontal coordinates were scaled from a topographic map and have
 QP0871.an estimated accuracy of +/- 6 seconds.
 QP0871
 QP0871.The orthometric height was determined by differential leveling
 QP0871.and adjusted by the National Geodetic Survey in June 1991..
 QP0871
 QP0871.The geoid height was determined by GEOID03.
 QP0871
 QP0871.The dynamic height is computed by dividing the NAVD 88
 QP0871.geopotential number by the normal gravity value computed on the
 QP0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0871.degrees latitude (g = 980.6199 gals.).
 QP0871
 QP0871.The modeled gravity was interpolated from observed gravity values.
 QP0871
 QP0871;                    North         East    Units  Estimated Accuracy
 QP0871;SPC MN C     -   161,500.      805,840.      MT  (+/- 180 meters Scaled)
 QP0871
 QP0871                          SUPERSEDED SURVEY CONTROL
 QP0871
 QP0871  NGVD 29 (??/??/??)  318.545  (m)         1045.09   (f) ADJUSTED    2 1
 QP0871
 QP0871.Superseded values are not recommended for survey control.
 QP0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0871.See file dsdata.txt to determine how the superseded data were derived.
 QP0871
 QP0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL082450(NAD 83)
 QP0871_MARKER: DD = SURVEY DISK
 QP0871_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0871_SP_SET: BRIDGE
 QP0871_STAMPING: 7306 C 1962
 QP0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0871
 QP0871  HISTORY     - Date     Condition        Report By
 QP0871  HISTORY     - 1962     MONUMENTED       MNDT
 QP0871  HISTORY     - 1976     GOOD             MNDT
 QP0871
 QP0871                          STATION DESCRIPTION
 QP0871
 QP0871'DESCRIBED BY MN DEPT OF TRANSP 1976
 QP0871'IN ST CLOUD.
 QP0871'THE MARK IS LOCATED ABOUT 2 BLOCKS EAST ALONG DIVISION STREET (TRUNK
 QP0871'HIGHWAYS 23 AND 52) FROM THE INTERSECTION OF DIVISION STREET AND 19TH
 QP0871'AVENUE (TRUNK HIGHWAY 15) IN ST. CLOUD AT TRUNK HIGHWAY 23 MILEPOINT
 QP0871'205.7. IT IS SET IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 6460
 QP0871'(BURLINGTON NORTHERN RAILROAD OVER TRUNK HIGHWAYS 23 AND 52). IT IS
 QP0871'7.4 FT. EAST OF THE EAST RAIL OF THE EAST SET OF TWO TRACKS, AND 0.9
 QP0871'FT. NORTH OF THE SOUTH END OF THE EAST WALKWAY OF THE BRIDGE. IT IS
 QP0871'ABOUT LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6778 ***********************************************************************
 DG6778  DESIGNATION -  7308 B
 DG6778  PID         -  DG6778
 DG6778  STATE/COUNTY-  MN/STEARNS
 DG6778  USGS QUAD   -  SAUK LAKE (1966)
 DG6778
 DG6778                         *CURRENT SURVEY CONTROL
 DG6778  ___________________________________________________________________
 DG6778* NAD 83(1996)-  45 45 30.35443(N)    094 55 40.67477(W)     ADJUSTED  
 DG6778* NAVD 88     -       383.67   (meters)    1258.8    (feet)  LEVELING  
 DG6778  ___________________________________________________________________
 DG6778  X           -    -382,943.146 (meters)                     COMP
 DG6778  Y           -  -4,441,365.734 (meters)                     COMP
 DG6778  Z           -   4,546,811.121 (meters)                     COMP
 DG6778  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 DG6778  ELLIP HEIGHT-         357.14  (meters)          (07/30/04) GPS OBS
 DG6778  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 DG6778
 DG6778  HORZ ORDER  -  FIRST
 DG6778  VERT ORDER  -  THIRD ?
 DG6778  ELLP ORDER  -  FOURTH    CLASS I
 DG6778
 DG6778.The horizontal coordinates were established by GPS observations
 DG6778.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6778
 DG6778.The orthometric height was determined by differential leveling.
 DG6778.The vertical network tie was performed by a horz. field party for horz.
 DG6778.obs reductions. Reset procedures were used to establish the elevation.
 DG6778
 DG6778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6778
 DG6778.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6778
 DG6778.The ellipsoidal height was determined by GPS observations
 DG6778.and is referenced to NAD 83.
 DG6778
 DG6778.The geoid height was determined by GEOID03.
 DG6778
 DG6778;                    North         East     Units Scale Factor Converg.
 DG6778;SPC MN C     -   184,522.878   747,256.608   MT  0.99997230   -0 29 25.6
 DG6778;UTM  15      - 5,069,015.715   350,065.572   MT  0.99987638   -1 22 53.3
 DG6778
 DG6778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6778!SPC MN C     -   0.99994401  x   0.99997230  =   0.99991631
 DG6778!UTM  15      -   0.99994401  x   0.99987638  =   0.99982040
 DG6778
 DG6778                          SUPERSEDED SURVEY CONTROL
 DG6778
 DG6778.No superseded survey control is available for this station.
 DG6778
 DG6778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5006669016(NAD 83)
 DG6778_MARKER: DD = SURVEY DISK
 DG6778_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6778_STAMPING: 7308 B 2002
 DG6778_MARK LOGO: MNDT  
 DG6778_PROJECTION: FLUSH
 DG6778_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6778+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 DG6778_ROD/PIPE-DEPTH:  6.1 meters
 DG6778
 DG6778  HISTORY     - Date     Condition        Report By
 DG6778  HISTORY     - 2002     MONUMENTED       MNDT
 DG6778  HISTORY     - 20060828 GOOD             USPSQD
 DG6778
 DG6778                          STATION DESCRIPTION
 DG6778
 DG6778'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG6778'THE MARK IS 2.5 MI (4.0 KM) NE OF SAUK CENTRE, 0.7 MI (1.1 KM) EAST
 DG6778'ALONG TH 28 FROM JCT OF TH 28 AND TH 71 (1 MI NORTH OF SAUK CENTRE) ,
 DG6778'AT TH 28 MP 105.35, 133 FT (40.5 M) NW OF TH 28, 31.5 FT (9.6 M) EAST
 DG6778'OF CO RD 24, 29.4 FT (9.0 M) NORTH OF P-POLE, ABOUT 200 FT (61.0 M)
 DG6778'NORTH ALONG CO RD 24 FROM JCT OF CO RD 24 AND TH 71, 1.9 FT (0.6 M)
 DG6778'WEST OF WIT POST, FLUSH, MAGNETIC, SUITABLE FOR GPS.  ROD DEPTH IS 20
 DG6778'FT.
 DG6778
 DG6778                          STATION RECOVERY (2006)
 DG6778
 DG6778'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 DG6778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6779 ***********************************************************************
 DG6779  DESIGNATION -  7308 C
 DG6779  PID         -  DG6779
 DG6779  STATE/COUNTY-  MN/STEARNS
 DG6779  USGS QUAD   -  SAUK LAKE (1966)
 DG6779
 DG6779                         *CURRENT SURVEY CONTROL
 DG6779  ___________________________________________________________________
 DG6779* NAD 83(1996)-  45 45 54.50512(N)    094 53 30.92294(W)     ADJUSTED  
 DG6779* NAVD 88     -       397.51   (meters)    1304.2    (feet)  LEVELING  
 DG6779  ___________________________________________________________________
 DG6779  X           -    -380,104.473 (meters)                     COMP
 DG6779  Y           -  -4,441,083.059 (meters)                     COMP
 DG6779  Z           -   4,547,341.229 (meters)                     COMP
 DG6779  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 DG6779  ELLIP HEIGHT-         370.95  (meters)          (07/30/04) GPS OBS
 DG6779  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG6779
 DG6779  HORZ ORDER  -  FIRST
 DG6779  VERT ORDER  -  THIRD ?
 DG6779  ELLP ORDER  -  FOURTH    CLASS I
 DG6779
 DG6779.The horizontal coordinates were established by GPS observations
 DG6779.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6779
 DG6779.The orthometric height was determined by differential leveling.
 DG6779.The vertical network tie was performed by a horz. field party for horz.
 DG6779.obs reductions. Reset procedures were used to establish the elevation.
 DG6779
 DG6779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6779
 DG6779.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6779
 DG6779.The ellipsoidal height was determined by GPS observations
 DG6779.and is referenced to NAD 83.
 DG6779
 DG6779.The geoid height was determined by GEOID03.
 DG6779
 DG6779;                    North         East     Units Scale Factor Converg.
 DG6779;SPC MN C     -   185,245.100   750,066.547   MT  0.99997114   -0 27 51.7
 DG6779;UTM  15      - 5,069,694.075   352,886.120   MT  0.99986608   -1 21 20.8
 DG6779
 DG6779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6779!SPC MN C     -   0.99994185  x   0.99997114  =   0.99991299
 DG6779!UTM  15      -   0.99994185  x   0.99986608  =   0.99980794
 DG6779
 DG6779:                Primary Azimuth Mark                     Grid Az
 DG6779:SPC MN C     -  7308 D                                   041 49 53.1
 DG6779:UTM  15      -  7308 D                                   042 43 22.2
 DG6779
 DG6779|---------------------------------------------------------------------|
 DG6779| PID    Reference Object                     Distance      Geod. Az  |
 DG6779|                                                           dddmmss.s |
 DG6779| DG6780 7308 D                              APPROX. 1.3 KM 0412201.4 |
 DG6779|---------------------------------------------------------------------|
 DG6779
 DG6779                          SUPERSEDED SURVEY CONTROL
 DG6779
 DG6779.No superseded survey control is available for this station.
 DG6779
 DG6779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5288669694(NAD 83)
 DG6779_MARKER: DD = SURVEY DISK
 DG6779_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6779_STAMPING: 7308 C 2002
 DG6779_MARK LOGO: MNDT  
 DG6779_PROJECTION: RECESSED 5 CENTIMETERS
 DG6779_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6779+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 DG6779_ROD/PIPE-DEPTH:  4.6 meters
 DG6779
 DG6779  HISTORY     - Date     Condition        Report By
 DG6779  HISTORY     - 2002     MONUMENTED       MNDT
 DG6779  HISTORY     - 20060828 GOOD             USPSQD
 DG6779
 DG6779                          STATION DESCRIPTION
 DG6779
 DG6779'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG6779'THE MARK IS 4 MI (6.4 KM) NE OF SAUK CENTRE, 2.6 MI (4.2 KM) EAST
 DG6779'ALONG TH 28 FROM JCT OF TH 28 AND TH 71 (1 MI NORTH OF SAUK CENTRE) ,
 DG6779'AT TH 28 MP 107.25, 77 FT (23.5 M) SE OF TH 28, 50.5 FT (15.4 M) WEST
 DG6779'OF 375TH AVE, 98.4 FT (30.0 M) SW OF P-POLE WITH ELECTRICAL BOX, 38 FT
 DG6779'(11.6 M) SOUTH OF PASS THROUGH RD, 3.0 FT (0.9 M) NORTH OF FENCE, 2.2
 DG6779'FT (0.7 M) NORTH OF WIT POST, RECESSED 2 INCHES, MAGNETIC, AND
 DG6779'SUITABLE FOR GPS.  ROD DEPTH IS 15 FT.
 DG6779
 DG6779                          STATION RECOVERY (2006)
 DG6779
 DG6779'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 DG6779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6780 ***********************************************************************
 DG6780  DESIGNATION -  7308 D
 DG6780  PID         -  DG6780
 DG6780  STATE/COUNTY-  MN/STEARNS
 DG6780  USGS QUAD   -  SAUK LAKE (1966)
 DG6780
 DG6780                         *CURRENT SURVEY CONTROL
 DG6780  ___________________________________________________________________
 DG6780* NAD 83(1996)-  45 46 27.11899(N)    094 52 49.87907(W)     ADJUSTED  
 DG6780* NAVD 88     -       403.25   (meters)    1323.0    (feet)  LEVELING  
 DG6780  ___________________________________________________________________
 DG6780  X           -    -379,159.703 (meters)                     COMP
 DG6780  Y           -  -4,440,443.653 (meters)                     COMP
 DG6780  Z           -   4,548,047.743 (meters)                     COMP
 DG6780  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 DG6780  ELLIP HEIGHT-         376.67  (meters)          (07/30/04) GPS OBS
 DG6780  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DG6780
 DG6780  HORZ ORDER  -  FIRST
 DG6780  VERT ORDER  -  THIRD ?
 DG6780  ELLP ORDER  -  FOURTH    CLASS I
 DG6780
 DG6780.The horizontal coordinates were established by GPS observations
 DG6780.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6780
 DG6780.The orthometric height was determined by differential leveling.
 DG6780.The vertical network tie was performed by a horz. field party for horz.
 DG6780.obs reductions. Reset procedures were used to establish the elevation.
 DG6780
 DG6780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6780
 DG6780.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6780
 DG6780.The ellipsoidal height was determined by GPS observations
 DG6780.and is referenced to NAD 83.
 DG6780
 DG6780.The geoid height was determined by GEOID03.
 DG6780
 DG6780;                    North         East     Units Scale Factor Converg.
 DG6780;SPC MN C     -   186,244.839   750,961.402   MT  0.99996959   -0 27 22.0
 DG6780;UTM  15      - 5,070,679.665   353,796.327   MT  0.99986279   -1 20 52.1
 DG6780
 DG6780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6780!SPC MN C     -   0.99994095  x   0.99996959  =   0.99991054
 DG6780!UTM  15      -   0.99994095  x   0.99986279  =   0.99980375
 DG6780
 DG6780:                Primary Azimuth Mark                     Grid Az
 DG6780:SPC MN C     -  7308 C                                   221 49 52.8
 DG6780:UTM  15      -  7308 C                                   222 43 22.9
 DG6780
 DG6780|---------------------------------------------------------------------|
 DG6780| PID    Reference Object                     Distance      Geod. Az  |
 DG6780|                                                           dddmmss.s |
 DG6780| DG6779 7308 C                              APPROX. 1.3 KM 2212230.8 |
 DG6780|---------------------------------------------------------------------|
 DG6780
 DG6780                          SUPERSEDED SURVEY CONTROL
 DG6780
 DG6780.No superseded survey control is available for this station.
 DG6780
 DG6780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5379670680(NAD 83)
 DG6780_MARKER: DD = SURVEY DISK
 DG6780_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6780_STAMPING: 7308 D 2002
 DG6780_MARK LOGO: MNDT  
 DG6780_PROJECTION: RECESSED 3 CENTIMETERS
 DG6780_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6780+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 DG6780_ROD/PIPE-DEPTH:  7.6 meters
 DG6780
 DG6780  HISTORY     - Date     Condition        Report By
 DG6780  HISTORY     - 2002     MONUMENTED       MNDT
 DG6780  HISTORY     - 20060828 GOOD             USPSQD
 DG6780
 DG6780                          STATION DESCRIPTION
 DG6780
 DG6780'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG6780'THE MARK IS 5 MI (8.0 KM) NE OF SAUK CENTRE, 3.65 MI (5.87 KM) EAST
 DG6780'ALONG TH 28 FROM JCT OF TH 28 AND TH 71 (1 MI NORTH OF SAUK CENTRE) ,
 DG6780'AT TH 28 MP 108.30, 39 FT (11.9 M) SOUTH OF TH 28, 17.7 FT (5.4 M)
 DG6780'NORTH OF ELK FENCE, NORTH OF WIT POST, RECESSED 1 INCH, MAGNETIC,
 DG6780'SUITABLE FOR GPS.  ROD DEPTH IS 25 FT.
 DG6780
 DG6780                          STATION RECOVERY (2006)
 DG6780
 DG6780'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 DG6780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3988 ***********************************************************************
 DH3988  DESIGNATION -  7312 E
 DH3988  PID         -  DH3988
 DH3988  STATE/COUNTY-  MN/STEARNS
 DH3988  USGS QUAD   -  BELGRADE (1967)
 DH3988
 DH3988                         *CURRENT SURVEY CONTROL
 DH3988  ___________________________________________________________________
 DH3988* NAD 83(1996)-  45 29 51.06698(N)    095 06 57.18973(W)     ADJUSTED  
 DH3988* NAVD 88     -       396.84   (meters)    1302.0    (feet)  LEVELING  
 DH3988  ___________________________________________________________________
 DH3988  X           -    -399,357.353 (meters)                     COMP
 DH3988  Y           -  -4,460,742.581 (meters)                     COMP
 DH3988  Z           -   4,526,540.120 (meters)                     COMP
 DH3988  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 DH3988  ELLIP HEIGHT-         370.46  (meters)          (05/31/05) GPS OBS
 DH3988  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 DH3988
 DH3988  HORZ ORDER  -  FIRST
 DH3988  VERT ORDER  -  THIRD ?
 DH3988  ELLP ORDER  -  FOURTH    CLASS I
 DH3988
 DH3988.The horizontal coordinates were established by GPS observations
 DH3988.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3988
 DH3988.The orthometric height was determined by differential leveling.
 DH3988.The vertical network tie was performed by a horz. field party for horz.
 DH3988.obs reductions. Reset procedures were used to establish the elevation.
 DH3988
 DH3988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3988
 DH3988.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3988
 DH3988.The ellipsoidal height was determined by GPS observations
 DH3988.and is referenced to NAD 83.
 DH3988
 DH3988.The geoid height was determined by GEOID03.
 DH3988
 DH3988;                    North         East     Units Scale Factor Converg.
 DH3988;SPC MN C     -   155,668.191   732,320.508   MT  1.00002794   -0 37 34.9
 DH3988;UTM  15      - 5,040,398.395   334,685.932   MT  0.99993601   -1 30 34.0
 DH3988
 DH3988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3988!SPC MN C     -   0.99994192  x   1.00002794  =   0.99996986
 DH3988!UTM  15      -   0.99994192  x   0.99993601  =   0.99987794
 DH3988
 DH3988                          SUPERSEDED SURVEY CONTROL
 DH3988
 DH3988.No superseded survey control is available for this station.
 DH3988
 DH3988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3468640398(NAD 83)
 DH3988_MARKER: DD = SURVEY DISK
 DH3988_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH3988_STAMPING: 7312 E 2004
 DH3988_MARK LOGO: MNDT  
 DH3988_PROJECTION: FLUSH
 DH3988_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3988+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH3988_ROD/PIPE-DEPTH: 13.7 meters
 DH3988
 DH3988  HISTORY     - Date     Condition        Report By
 DH3988  HISTORY     - 2004     MONUMENTED       MNDT
 DH3988
 DH3988                          STATION DESCRIPTION
 DH3988
 DH3988'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH3988'0.50 MILES SOUTHEAST OF BROOTEN, 0.55 MILES SOUTHEAST ALONG TRUNK
 DH3988'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 18 SOUTH
 DH3988'IN BROOTEN,  AT TRUNK HIGHWAY 55 MILEPOINT 87.50, 71.5 FEET NORTHEAST
 DH3988'TRUNK HIGHWAY 55, 99.4 FEET SOUTHWEST OF SOUTH RAIL OF RAILROAD
 DH3988'TRACKS, 2.2 FEET SOUTHWEST OF RIGHT OF WAY POST, 2.8 FEET NORTHWEST OF
 DH3988'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3989 ***********************************************************************
 DH3989  DESIGNATION -  7312 F
 DH3989  PID         -  DH3989
 DH3989  STATE/COUNTY-  MN/STEARNS
 DH3989  USGS QUAD   -  BELGRADE (1967)
 DH3989
 DH3989                         *CURRENT SURVEY CONTROL
 DH3989  ___________________________________________________________________
 DH3989* NAD 83(1996)-  45 27 51.88108(N)    095 02 28.70545(W)     ADJUSTED  
 DH3989* NAVD 88     -       391.53   (meters)    1284.5    (feet)  LEVELING  
 DH3989  ___________________________________________________________________
 DH3989  X           -    -393,780.923 (meters)                     COMP
 DH3989  Y           -  -4,463,868.441 (meters)                     COMP
 DH3989  Z           -   4,523,956.188 (meters)                     COMP
 DH3989  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 DH3989  ELLIP HEIGHT-         365.04  (meters)          (05/31/05) GPS OBS
 DH3989  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 DH3989
 DH3989  HORZ ORDER  -  FIRST
 DH3989  VERT ORDER  -  THIRD ?
 DH3989  ELLP ORDER  -  FOURTH    CLASS I
 DH3989
 DH3989.The horizontal coordinates were established by GPS observations
 DH3989.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3989
 DH3989.The orthometric height was determined by differential leveling.
 DH3989.The vertical network tie was performed by a horz. field party for horz.
 DH3989.obs reductions. Reset procedures were used to establish the elevation.
 DH3989
 DH3989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3989
 DH3989.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3989
 DH3989.The ellipsoidal height was determined by GPS observations
 DH3989.and is referenced to NAD 83.
 DH3989
 DH3989.The geoid height was determined by GEOID03.
 DH3989
 DH3989;                    North         East     Units Scale Factor Converg.
 DH3989;SPC MN C     -   151,927.701   738,112.794   MT  1.00003646   -0 34 20.7
 DH3989;UTM  15      - 5,036,569.499   340,419.269   MT  0.99991311   -1 27 19.4
 DH3989
 DH3989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3989!SPC MN C     -   0.99994277  x   1.00003646  =   0.99997923
 DH3989!UTM  15      -   0.99994277  x   0.99991311  =   0.99985589
 DH3989
 DH3989                          SUPERSEDED SURVEY CONTROL
 DH3989
 DH3989.No superseded survey control is available for this station.
 DH3989
 DH3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4041936569(NAD 83)
 DH3989_MARKER: DD = SURVEY DISK
 DH3989_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH3989_STAMPING: 7312 F 2004
 DH3989_MARK LOGO: MNDT  
 DH3989_PROJECTION: FLUSH
 DH3989_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3989+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH3989_ROD/PIPE-DEPTH: 15.2 meters
 DH3989
 DH3989  HISTORY     - Date     Condition        Report By
 DH3989  HISTORY     - 2004     MONUMENTED       MNDT
 DH3989
 DH3989                          STATION DESCRIPTION
 DH3989
 DH3989'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH3989'5.0 MILES SOUTHEAST OF BROOTEN, 4.85 MILES SOUTHEAST ALONG TRUNK
 DH3989'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 18 SOUTH
 DH3989'IN BROOTEN,  AT TRUNK HIGHWAY 55 MILEPOST 91.8, 68.6 FEET SOUTHWEST
 DH3989'TRUNK HIGHWAY 55, 36.2 FEET SOUTHEAST OF POWER POLE, 15.5 FEET
 DH3989'NORTHWEST OF FIELD ENTRANCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3990 ***********************************************************************
 DH3990  DESIGNATION -  7313 B
 DH3990  PID         -  DH3990
 DH3990  STATE/COUNTY-  MN/STEARNS
 DH3990  USGS QUAD   -  GEORGEVILLE (1967)
 DH3990
 DH3990                         *CURRENT SURVEY CONTROL
 DH3990  ___________________________________________________________________
 DH3990* NAD 83(1996)-  45 26 19.66200(N)    094 57 03.44838(W)     ADJUSTED  
 DH3990* NAVD 88     -       377.06   (meters)    1237.1    (feet)  LEVELING  
 DH3990  ___________________________________________________________________
 DH3990  X           -    -386,915.636 (meters)                     COMP
 DH3990  Y           -  -4,466,495.155 (meters)                     COMP
 DH3990  Z           -   4,521,948.473 (meters)                     COMP
 DH3990  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 DH3990  ELLIP HEIGHT-         350.47  (meters)          (05/31/05) GPS OBS
 DH3990  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DH3990
 DH3990  HORZ ORDER  -  FIRST
 DH3990  VERT ORDER  -  THIRD ?
 DH3990  ELLP ORDER  -  FOURTH    CLASS I
 DH3990
 DH3990.The horizontal coordinates were established by GPS observations
 DH3990.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3990
 DH3990.The orthometric height was determined by differential leveling.
 DH3990.The vertical network tie was performed by a horz. field party for horz.
 DH3990.obs reductions. Reset procedures were used to establish the elevation.
 DH3990
 DH3990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3990
 DH3990.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3990
 DH3990.The ellipsoidal height was determined by GPS observations
 DH3990.and is referenced to NAD 83.
 DH3990
 DH3990.The geoid height was determined by GEOID03.
 DH3990
 DH3990;                    North         East     Units Scale Factor Converg.
 DH3990;SPC MN C     -   149,014.111   745,153.506   MT  1.00004328   -0 30 25.4
 DH3990;UTM  15      - 5,033,548.163   347,413.257   MT  0.99988627   -1 23 25.2
 DH3990
 DH3990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3990!SPC MN C     -   0.99994506  x   1.00004328  =   0.99998833
 DH3990!UTM  15      -   0.99994506  x   0.99988627  =   0.99983133
 DH3990
 DH3990                          SUPERSEDED SURVEY CONTROL
 DH3990
 DH3990.No superseded survey control is available for this station.
 DH3990
 DH3990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4741333548(NAD 83)
 DH3990_MARKER: DD = SURVEY DISK
 DH3990_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH3990_STAMPING: 7313 B 2004
 DH3990_MARK LOGO: MNDT  
 DH3990_PROJECTION: RECESSED 10 CENTIMETERS
 DH3990_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3990+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH3990_ROD/PIPE-DEPTH: 10.7 meters
 DH3990
 DH3990  HISTORY     - Date     Condition        Report By
 DH3990  HISTORY     - 2004     MONUMENTED       MNDT
 DH3990
 DH3990                          STATION DESCRIPTION
 DH3990
 DH3990'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH3990'2.5 MILES SOUTHEAST OF BELGRADE, 1.95 MILES SOUTHEAST ALONG TRUNK
 DH3990'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 71
 DH3990'NORTH (1.0 MILES EAST OF BELGRADE),  AT TRUNK HIGHWAY 55 MILEPOINT
 DH3990'96.60, 67.1 FEET SOUTHWEST TRUNK HIGHWAY 55, 48.2 FEET SOUTHEAST OF
 DH3990'SOUTH RAIL OF RAILROAD TRACKS, 34.5 FEET NORTHWEST OF ENTRANCE, 2.5
 DH3990'FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3991 ***********************************************************************
 DH3991  DESIGNATION -  7313 C
 DH3991  PID         -  DH3991
 DH3991  STATE/COUNTY-  MN/STEARNS
 DH3991  USGS QUAD   -  GEORGEVILLE (1967)
 DH3991
 DH3991                         *CURRENT SURVEY CONTROL
 DH3991  ___________________________________________________________________
 DH3991* NAD 83(1996)-  45 24 46.98588(N)    094 52 36.55804(W)     ADJUSTED  
 DH3991* NAVD 88     -       370.71   (meters)    1216.2    (feet)  LEVELING  
 DH3991  ___________________________________________________________________
 DH3991  X           -    -381,308.915 (meters)                     COMP
 DH3991  Y           -  -4,469,018.391 (meters)                     COMP
 DH3991  Z           -   4,519,935.761 (meters)                     COMP
 DH3991  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 DH3991  ELLIP HEIGHT-         344.04  (meters)          (05/31/05) GPS OBS
 DH3991  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DH3991
 DH3991  HORZ ORDER  -  FIRST
 DH3991  VERT ORDER  -  THIRD ?
 DH3991  ELLP ORDER  -  FOURTH    CLASS I
 DH3991
 DH3991.The horizontal coordinates were established by GPS observations
 DH3991.and adjusted by the MN DEPT OF TRANSP in May 2005..
 DH3991
 DH3991.The orthometric height was determined by differential leveling.
 DH3991.The vertical network tie was performed by a horz. field party for horz.
 DH3991.obs reductions. Reset procedures were used to establish the elevation.
 DH3991
 DH3991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3991
 DH3991.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3991
 DH3991.The ellipsoidal height was determined by GPS observations
 DH3991.and is referenced to NAD 83.
 DH3991
 DH3991.The geoid height was determined by GEOID03.
 DH3991
 DH3991;                    North         East     Units Scale Factor Converg.
 DH3991;SPC MN C     -   146,104.324   750,931.526   MT  1.00005032   -0 27 12.4
 DH3991;UTM  15      - 5,030,550.157   353,144.750   MT  0.99986516   -1 20 12.8
 DH3991
 DH3991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3991!SPC MN C     -   0.99994606  x   1.00005032  =   0.99999638
 DH3991!UTM  15      -   0.99994606  x   0.99986516  =   0.99981123
 DH3991
 DH3991                          SUPERSEDED SURVEY CONTROL
 DH3991
 DH3991.No superseded survey control is available for this station.
 DH3991
 DH3991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5314530550(NAD 83)
 DH3991_MARKER: DD = SURVEY DISK
 DH3991_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH3991_STAMPING: 7313 C 2004
 DH3991_MARK LOGO: MNDT  
 DH3991_PROJECTION: FLUSH
 DH3991_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3991+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH3991_ROD/PIPE-DEPTH:  4.6 meters
 DH3991
 DH3991  HISTORY     - Date     Condition        Report By
 DH3991  HISTORY     - 2004     MONUMENTED       MNDT
 DH3991
 DH3991                          STATION DESCRIPTION
 DH3991
 DH3991'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH3991'2.5 MILES SOUTHEAST OF GEORGEVILLE, 2.70 MILES SOUTHEAST ALONG TRUNK
 DH3991'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 69 IN
 DH3991'GEORGEVILLE,  AT TRUNK HIGHWAY 55 MILEPOINT 100.6, 71.8 FEET SOUTHWEST
 DH3991'TRUNK HIGHWAY 55, 59.7 FEET EAST-SOUTHEAST OF FIBER OPTIC POST, 50.2
 DH3991'FEET NORTHEAST OF NORTH RAIL OF RAILROAD TRACKS, 2.0 FEET SOUTHEAST OF
 DH3991'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5978 ***********************************************************************
 AC5978  DESIGNATION -  7314 B
 AC5978  PID         -  AC5978
 AC5978  STATE/COUNTY-  MN/STEARNS
 AC5978  USGS QUAD   -  PAYNESVILLE (1967)
 AC5978
 AC5978                         *CURRENT SURVEY CONTROL
 AC5978  ___________________________________________________________________
 AC5978* NAD 83(1986)-  45 22 45.     (N)    094 43 47.     (W)     SCALED    
 AC5978* NAVD 88     -       357.960  (meters)    1174.41   (feet)  ADJUSTED  
 AC5978  ___________________________________________________________________
 AC5978  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AC5978  DYNAMIC HT  -         357.938 (meters)    1174.33  (feet)  COMP
 AC5978  MODELED GRAV-     980,543.3   (mgal)                       NAVD 88
 AC5978
 AC5978  VERT ORDER  -  SECOND    CLASS I
 AC5978
 AC5978.The horizontal coordinates were scaled from a topographic map and have
 AC5978.an estimated accuracy of +/- 6 seconds.
 AC5978
 AC5978.The orthometric height was determined by differential leveling
 AC5978.and adjusted by the National Geodetic Survey in March 1997..
 AC5978
 AC5978.The geoid height was determined by GEOID03.
 AC5978
 AC5978.The dynamic height is computed by dividing the NAVD 88
 AC5978.geopotential number by the normal gravity value computed on the
 AC5978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5978.degrees latitude (g = 980.6199 gals.).
 AC5978
 AC5978.The modeled gravity was interpolated from observed gravity values.
 AC5978
 AC5978;                    North         East    Units  Estimated Accuracy
 AC5978;SPC MN C     -   142,260.      762,420.      MT  (+/- 180 meters Scaled)
 AC5978
 AC5978                          SUPERSEDED SURVEY CONTROL
 AC5978
 AC5978.No superseded survey control is available for this station.
 AC5978
 AC5978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL645265(NAD 83)
 AC5978_MARKER: DD = SURVEY DISK
 AC5978_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC5978_SP_SET: BRIDGE ABUTMENT
 AC5978_STAMPING: 7314 B 1995
 AC5978_MARK LOGO: MNDT  
 AC5978_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5978+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5978
 AC5978  HISTORY     - Date     Condition        Report By
 AC5978  HISTORY     - 1995     MONUMENTED       MNDT
 AC5978
 AC5978                          STATION DESCRIPTION
 AC5978
 AC5978'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5978'THE MARK IS LOCATED AT WEST EDGE OF PAYNESVILLE, IN ABUT AT SE COR OF
 AC5978'TH 55 BRDG NO 5545 OVER NORTH FORK OF CROW RIVER, 0.05 MI (0.08 KM)
 AC5978'NORTH ON TH 55 FROM JCT OF TH 23 AND TH 55 IN PAYNESVILLE, AT TH 55 MP
 AC5978'108.5, 32 FT (9.8 M) ENE OF TH 55, 15.0 FT (4.6 M) NW OF LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5979 ***********************************************************************
 AC5979  DESIGNATION -  7314 C
 AC5979  PID         -  AC5979
 AC5979  STATE/COUNTY-  MN/STEARNS
 AC5979  USGS QUAD   -  PAYNESVILLE (1967)
 AC5979
 AC5979                         *CURRENT SURVEY CONTROL
 AC5979  ___________________________________________________________________
 AC5979* NAD 83(1986)-  45 23 08.     (N)    094 44 50.     (W)     SCALED    
 AC5979* NAVD 88     -       369.393  (meters)    1211.92   (feet)  ADJUSTED  
 AC5979  ___________________________________________________________________
 AC5979  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AC5979  DYNAMIC HT  -         369.370 (meters)    1211.84  (feet)  COMP
 AC5979  MODELED GRAV-     980,543.5   (mgal)                       NAVD 88
 AC5979
 AC5979  VERT ORDER  -  SECOND    CLASS I
 AC5979
 AC5979.The horizontal coordinates were scaled from a topographic map and have
 AC5979.an estimated accuracy of +/- 6 seconds.
 AC5979
 AC5979.The orthometric height was determined by differential leveling
 AC5979.and adjusted by the National Geodetic Survey in March 1997..
 AC5979
 AC5979.The geoid height was determined by GEOID03.
 AC5979
 AC5979.The dynamic height is computed by dividing the NAVD 88
 AC5979.geopotential number by the normal gravity value computed on the
 AC5979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5979.degrees latitude (g = 980.6199 gals.).
 AC5979
 AC5979.The modeled gravity was interpolated from observed gravity values.
 AC5979
 AC5979;                    North         East    Units  Estimated Accuracy
 AC5979;SPC MN C     -   142,980.      761,060.      MT  (+/- 180 meters Scaled)
 AC5979
 AC5979                          SUPERSEDED SURVEY CONTROL
 AC5979
 AC5979.No superseded survey control is available for this station.
 AC5979
 AC5979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL632272(NAD 83)
 AC5979_MARKER: DD = SURVEY DISK
 AC5979_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC5979_SP_SET: BRIDGE ABUTMENT
 AC5979_STAMPING: 7314 C 1995
 AC5979_MARK LOGO: MNDT  
 AC5979_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5979+STABILITY: SURFACE MOTION
 AC5979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5979+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5979
 AC5979  HISTORY     - Date     Condition        Report By
 AC5979  HISTORY     - 1995     MONUMENTED       MNDT
 AC5979
 AC5979                          STATION DESCRIPTION
 AC5979
 AC5979'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5979'THE MARK IS LOCATED ABOUT 1.4 MI (2.3 KM) WNW OF PAYNESVILLE, IN ABUT
 AC5979'AT SE COR OF TH 55 BRDG NO 5441 OVER RR, 1.0 MI (1.6 KM) WNW ALONG TH
 AC5979'55 FROM JCT OF TH 55 AND TH 23 AT WEST EDGE OF PAYNESVILLE, AT TH 55
 AC5979'MP 107.5, 25 FT (7.6 M) NE OF TH 55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7158 ***********************************************************************
 DE7158  DESIGNATION -  7314 D
 DE7158  PID         -  DE7158
 DE7158  STATE/COUNTY-  MN/STEARNS
 DE7158  USGS QUAD   -  LAKE KORONIS (1967)
 DE7158
 DE7158                         *CURRENT SURVEY CONTROL
 DE7158  ___________________________________________________________________
 DE7158* NAD 83(1996)-  45 21 10.77324(N)    094 41 39.96068(W)     ADJUSTED  
 DE7158* NAVD 88     -       366.89   (meters)    1203.7    (feet)  LEVELING  
 DE7158  ___________________________________________________________________
 DE7158  X           -    -367,469.546 (meters)                     COMP
 DE7158  Y           -  -4,474,942.414 (meters)                     COMP
 DE7158  Z           -   4,515,244.452 (meters)                     COMP
 DE7158  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 DE7158  ELLIP HEIGHT-         340.06  (meters)          (09/10/02) GPS OBS
 DE7158  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 DE7158
 DE7158  HORZ ORDER  -  FIRST
 DE7158  VERT ORDER  -  THIRD ?
 DE7158  ELLP ORDER  -  FOURTH    CLASS I
 DE7158
 DE7158.The horizontal coordinates were established by GPS observations
 DE7158.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7158
 DE7158.The orthometric height was determined by differential leveling.
 DE7158.The vertical network tie was performed by a horz. field party for horz.
 DE7158.obs reductions. Reset procedures were used to establish the elevation.
 DE7158
 DE7158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7158
 DE7158.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7158
 DE7158.The ellipsoidal height was determined by GPS observations
 DE7158.and is referenced to NAD 83.
 DE7158
 DE7158.The geoid height was determined by GEOID03.
 DE7158
 DE7158;                    North         East     Units Scale Factor Converg.
 DE7158;SPC MN C     -   139,332.562   765,171.488   MT  1.00006754   -0 19 17.4
 DE7158;UTM  15      - 5,023,561.084   367,275.481   MT  0.99981659   -1 12 20.4
 DE7158
 DE7158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7158!SPC MN C     -   0.99994669  x   1.00006754  =   1.00001422
 DE7158!UTM  15      -   0.99994669  x   0.99981659  =   0.99976329
 DE7158
 DE7158:                Primary Azimuth Mark                     Grid Az
 DE7158:SPC MN C     -  7314 E                                   321 05 04.6
 DE7158:UTM  15      -  7314 E                                   321 58 07.6
 DE7158
 DE7158|---------------------------------------------------------------------|
 DE7158| PID    Reference Object                     Distance      Geod. Az  |
 DE7158|                                                           dddmmss.s |
 DE7158| DE5730 7314 E                              APPROX. 1.5 KM 3204547.2 |
 DE7158|---------------------------------------------------------------------|
 DE7158
 DE7158                          SUPERSEDED SURVEY CONTROL
 DE7158
 DE7158.No superseded survey control is available for this station.
 DE7158
 DE7158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6727523561(NAD 83)
 DE7158_MARKER: DD = SURVEY DISK
 DE7158_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7158_STAMPING: 7314 D 2001
 DE7158_MARK LOGO: MNDT  
 DE7158_PROJECTION: RECESSED 3 CENTIMETERS
 DE7158_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7158+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE7158_ROD/PIPE-DEPTH: 18.3 meters
 DE7158
 DE7158  HISTORY     - Date     Condition        Report By
 DE7158  HISTORY     - 2001     MONUMENTED       MNDT
 DE7158
 DE7158                          STATION DESCRIPTION
 DE7158
 DE7158'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DE7158'THE MARK IS 1.48 MI (2.38 KM) SE ALONG TH 55 FROM JCT OF 124 IN
 DE7158'PAYNESVILLE, AT TH 55 MP 111.1, 125.5 FT (38.3 M) NE OF P-POLE, 49.4
 DE7158'NE OF TH 55, 12.5 FT (3.8 M) NW OF FIELD ENT, 9.4 FT (2.9 M) ENE OF
 DE7158'THE NORTH END OF 15 INCH CORRUGATED METAL PIPE, 5 FT (1.5 M) SE OF WIT
 DE7158'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5730 ***********************************************************************
 DE5730  DESIGNATION -  7314 E
 DE5730  PID         -  DE5730
 DE5730  STATE/COUNTY-  MN/STEARNS
 DE5730  USGS QUAD   -  LAKE KORONIS (1967)
 DE5730
 DE5730                         *CURRENT SURVEY CONTROL
 DE5730  ___________________________________________________________________
 DE5730* NAD 83(1996)-  45 21 49.04968(N)    094 42 24.30539(W)     ADJUSTED  
 DE5730* NAVD 88     -       375.23   (meters)    1231.1    (feet)  LEVELING  
 DE5730  ___________________________________________________________________
 DE5730  X           -    -368,363.090 (meters)                     COMP
 DE5730  Y           -  -4,474,031.173 (meters)                     COMP
 DE5730  Z           -   4,516,080.761 (meters)                     COMP
 DE5730  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 DE5730  ELLIP HEIGHT-         348.41  (meters)          (06/26/02) GPS OBS
 DE5730  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 DE5730
 DE5730  HORZ ORDER  -  FIRST
 DE5730  VERT ORDER  -  THIRD ?
 DE5730  ELLP ORDER  -  FOURTH    CLASS I
 DE5730
 DE5730.The horizontal coordinates were established by GPS observations
 DE5730.and adjusted by the MN DEPT OF TRANSP in June 2002..
 DE5730
 DE5730.The orthometric height was determined by differential leveling.
 DE5730.The vertical network tie was performed by a horz. field party for horz.
 DE5730.obs reductions. Reset procedures were used to establish the elevation.
 DE5730
 DE5730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5730
 DE5730.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5730
 DE5730.The ellipsoidal height was determined by GPS observations
 DE5730.and is referenced to NAD 83.
 DE5730
 DE5730.The geoid height was determined by GEOID03.
 DE5730
 DE5730;                    North         East     Units Scale Factor Converg.
 DE5730;SPC MN C     -   140,519.778   764,213.002   MT  1.00006441   -0 19 49.5
 DE5730;UTM  15      - 5,024,762.651   366,335.663   MT  0.99981967   -1 12 52.8
 DE5730
 DE5730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5730!SPC MN C     -   0.99994538  x   1.00006441  =   1.00000979
 DE5730!UTM  15      -   0.99994538  x   0.99981967  =   0.99976506
 DE5730
 DE5730:                Primary Azimuth Mark                     Grid Az
 DE5730:SPC MN C     -  7314 D                                   141 05 05.2
 DE5730:UTM  15      -  7314 D                                   141 58 08.5
 DE5730
 DE5730|---------------------------------------------------------------------|
 DE5730| PID    Reference Object                     Distance      Geod. Az  |
 DE5730|                                                           dddmmss.s |
 DE5730| DE7158 7314 D                              APPROX. 1.5 KM 1404515.7 |
 DE5730|---------------------------------------------------------------------|
 DE5730
 DE5730                          SUPERSEDED SURVEY CONTROL
 DE5730
 DE5730.No superseded survey control is available for this station.
 DE5730
 DE5730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6633624763(NAD 83)
 DE5730_MARKER: DD = SURVEY DISK
 DE5730_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5730_STAMPING: 7314 E 2001
 DE5730_MARK LOGO: MNDT  
 DE5730_PROJECTION: RECESSED 5 CENTIMETERS
 DE5730_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5730+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 DE5730_ROD/PIPE-DEPTH:  6.1 meters
 DE5730
 DE5730  HISTORY     - Date     Condition        Report By
 DE5730  HISTORY     - 2001     MONUMENTED       MNDT
 DE5730  HISTORY     - 20011115 GOOD             MNDT
 DE5730  HISTORY     - 20020129 GOOD             MNDT
 DE5730  HISTORY     - 20040412 GOOD             MNDT
 DE5730
 DE5730                          STATION DESCRIPTION
 DE5730
 DE5730'DESCRIBED BY MN DEPT OF TRANSP 2001 (MPP)
 DE5730'RECOVERED AS DESCRIBED IN HEDEN, TH 55 FROM EDEN VALLEY TO
 DE5730'PAYNESVILLE.  2 MI (3.2 KM) SE
 DE5730'OF PAYNESVILLE, 0.5 MI (0.8 KM) SE OF JCT OF TH 124 AT TH 55 MP 110.1,
 DE5730'130.7 FT (39.8 M) NORTH OF
 DE5730'POLE NO 060, 33.5 FT (10.2 M) SW OF TH 55, 118.2 FT (36.0 M) SE OF
 DE5730'POLE NO 059, 87.6 FT (26.7 M) SE OF
 DE5730'TELEPHONE PEDESTAL, 51.3 FT (15.6 M) ENE OF NE CORNER OF STORAGE
 DE5730'BUILDING, 2.7 FT (0.8 M) SSE
 DE5730'OF WITNESS POST, RECESSED 1 INCH.
 DE5730'
 DE5730
 DE5730                          STATION RECOVERY (2002)
 DE5730
 DE5730'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE5730'THE MARK IS 0.5 MI (0.8 KM) SE ALONG TH 55 FROM JCT OF 124 IN
 DE5730'PAYNESVILLE, 130.7 FT (39.8 M) NORTH OF P-POLE NO 060, 33.5 FT (10.2
 DE5730'M) SW OF TH 55, 118.2 FT (36.0 M) SE OF P-POLE NO 059, 87.6 FT (26.7
 DE5730'M) SE OF TEL PEDESTAL, 51.3 FT (15.6 M) ENE OF THE NE CORNER OF D AND
 DE5730'D STORAGE BUILDING, 2.7 FT (0.8 M) SSE OF WIT POST.
 DE5730
 DE5730                          STATION RECOVERY (2004)
 DE5730
 DE5730'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (GWO)
 DE5730'2.0 MILES SOUTHEAST OF PAYNESVILLE, 0.50 MILES SOUTHEAST ALONG TRUNK
 DE5730'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 TRUNK HIGHWAY 124 IN
 DE5730'PAYNESVILLE, AT TRUNK HIGHWAY 55 MILEPOINT 110.1, 130.7 FEET NORTH OF
 DE5730'POWER POLE NUMBER 060, 33.5 FEET SOUTHWEST OF TRUNK HIGHWAY 55, 118.2
 DE5730'FEET SOUTHEAST OF POWER POLE NUMBER 059, 87.6 FEET SOUTHEAST OF
 DE5730'TELEPHONE PED, 51.3 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF D AND
 DE5730'D STORAGE BUILDING, 2.7 FEET SOUTH-SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7849 ***********************************************************************
 DG7849  DESIGNATION -  7315 A
 DG7849  PID         -  DG7849
 DG7849  STATE/COUNTY-  MN/STEARNS
 DG7849  USGS QUAD   -  KIMBALL (1967)
 DG7849
 DG7849                         *CURRENT SURVEY CONTROL
 DG7849  ___________________________________________________________________
 DG7849* NAD 83(1996)-  45 18 41.09434(N)    094 22 29.80401(W)     ADJUSTED  
 DG7849* NAVD 88     -       357.026  (meters)    1171.34   (feet)  ADJUSTED  
 DG7849  ___________________________________________________________________
 DG7849  X           -    -342,761.321 (meters)                     COMP
 DG7849  Y           -  -4,480,191.699 (meters)                     COMP
 DG7849  Z           -   4,511,988.636 (meters)                     COMP
 DG7849  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 DG7849  ELLIP HEIGHT-         329.92  (meters)          (09/10/02) GPS OBS
 DG7849  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 DG7849  DYNAMIC HT  -         357.002 (meters)    1171.26  (feet)  COMP
 DG7849  MODELED GRAV-     980,540.3   (mgal)                       NAVD 88
 DG7849
 DG7849  HORZ ORDER  -  FIRST
 DG7849  VERT ORDER  -  SECOND    CLASS I
 DG7849  ELLP ORDER  -  FOURTH    CLASS I
 DG7849
 DG7849.The horizontal coordinates were established by GPS observations
 DG7849.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DG7849
 DG7849.The orthometric height was determined by differential leveling
 DG7849.and adjusted by the National Geodetic Survey in December 2004..
 DG7849
 DG7849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7849
 DG7849.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7849
 DG7849.The ellipsoidal height was determined by GPS observations
 DG7849.and is referenced to NAD 83.
 DG7849
 DG7849.The geoid height was determined by GEOID03.
 DG7849
 DG7849.The dynamic height is computed by dividing the NAVD 88
 DG7849.geopotential number by the normal gravity value computed on the
 DG7849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7849.degrees latitude (g = 980.6199 gals.).
 DG7849
 DG7849.The modeled gravity was interpolated from observed gravity values.
 DG7849
 DG7849;                    North         East     Units Scale Factor Converg.
 DG7849;SPC MN C     -   134,621.387   790,201.169   MT  1.00008008   -0 05 25.4
 DG7849;UTM  15      - 5,018,465.087   392,221.982   MT  0.99974282   -0 58 39.3
 DG7849
 DG7849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7849!SPC MN C     -   0.99994828  x   1.00008008  =   1.00002835
 DG7849!UTM  15      -   0.99994828  x   0.99974282  =   0.99969111
 DG7849
 DG7849                          SUPERSEDED SURVEY CONTROL
 DG7849
 DG7849  NAVD 88 (09/10/02)  357.02   (m)         1171.3    (f) LEVELING    3  
 DG7849
 DG7849.Superseded values are not recommended for survey control.
 DG7849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7849.See file dsdata.txt to determine how the superseded data were derived.
 DG7849
 DG7849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9222218465(NAD 83)
 DG7849_MARKER: DV = VERTICAL CONTROL DISK
 DG7849_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG7849_STAMPING: 7315 A 1979
 DG7849_MARK LOGO: MNDT  
 DG7849_PROJECTION: RECESSED 3 CENTIMETERS
 DG7849_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7849+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2003
 DG7849_ROD/PIPE-DEPTH:  4.6 meters
 DG7849
 DG7849  HISTORY     - Date     Condition        Report By
 DG7849  HISTORY     - 1979     MONUMENTED       MNDT
 DG7849  HISTORY     - 20010510 GOOD             MNDT
 DG7849  HISTORY     - 20030820 GOOD             MNDT
 DG7849
 DG7849                          STATION DESCRIPTION
 DG7849
 DG7849'DESCRIBED BY MN DEPT OF TRANSP 1979 (DKH)
 DG7849'THE MARK IS LOCATED 1.6 MI (2.6 KM) EAST ON TH 55 FROM JCT OF CO RD 13
 DG7849'AND TH 55 AT WATKINS, 106 FT (32.3 M) NORTH OF TH 55, AT TH 55 MP
 DG7849'128.15, 38.2 FT (11.6 M) SOUTH OF SOUTH RAIL OF RR TRACKS, 84 FT (25.6
 DG7849'M) EAST OF TWP RD, 2 FT (0.6 M) SOUTH OF T-POLE, 1 FT (0.3 M) SOUTH OF
 DG7849'WIT POST.
 DG7849
 DG7849                          STATION RECOVERY (2001)
 DG7849
 DG7849'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DG7849'THE MARK WAS RECOVERED 1.6 MI (2.6 KM) EAST ON TH 55 FROM JCT OF CO RD
 DG7849'13 AT WATKINS, 106 FT (32.3 M) NORTH OF TH 55, AT TH 55 MP 128.15,
 DG7849'38.2 FT (11.6 M) SOUTH OF SOUTH RR RAIL, 84 FT (25.6 M) EAST OF TWP
 DG7849'RD, 2 FT (0.6 M) SE OF WITNESS POST, 9.3 FT (2.8 M) NE OF TEL CABLE
 DG7849'PEDESTAL.
 DG7849
 DG7849                          STATION RECOVERY (2003)
 DG7849
 DG7849'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 DG7849'1.6 MILES EAST ON TRUNK HIGHWAY 55 FROM JUNCTION OF COUNTY ROAD 13 AND
 DG7849'TRUNK HIGHWAY 55 AT WATKINS, 106 FEET NORTH OF TRUNK HIGHWAY 55, AT
 DG7849'TRUNK HIGHWAY 55 MILEPOINT 128.15, 38.2 FEET SOUTH OF SOUTH RAIL OF
 DG7849'RAILROAD TRACKS, 84 FEET EAST OF TOWNSHIP ROAD, 9.3 FEET NORTHEAST OF
 DG7849'TELEPHONE PEDESTAL, 2 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7847 ***********************************************************************
 DG7847  DESIGNATION -  7315 B
 DG7847  PID         -  DG7847
 DG7847  STATE/COUNTY-  MN/STEARNS
 DG7847  USGS QUAD   -  KIMBALL (1967)
 DG7847
 DG7847                         *CURRENT SURVEY CONTROL
 DG7847  ___________________________________________________________________
 DG7847* NAD 83(1986)-  45 18 43.     (N)    094 20 42.     (W)     SCALED    
 DG7847* NAVD 88     -       354.710  (meters)    1163.74   (feet)  ADJUSTED  
 DG7847  ___________________________________________________________________
 DG7847  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DG7847  DYNAMIC HT  -         354.688 (meters)    1163.67  (feet)  COMP
 DG7847  MODELED GRAV-     980,544.0   (mgal)                       NAVD 88
 DG7847
 DG7847  VERT ORDER  -  SECOND    CLASS I
 DG7847
 DG7847.The horizontal coordinates were scaled from a topographic map and have
 DG7847.an estimated accuracy of +/- 6 seconds.
 DG7847
 DG7847.The orthometric height was determined by differential leveling
 DG7847.and adjusted by the National Geodetic Survey in December 2004..
 DG7847
 DG7847.The geoid height was determined by GEOID03.
 DG7847
 DG7847.The dynamic height is computed by dividing the NAVD 88
 DG7847.geopotential number by the normal gravity value computed on the
 DG7847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7847.degrees latitude (g = 980.6199 gals.).
 DG7847
 DG7847.The modeled gravity was interpolated from observed gravity values.
 DG7847
 DG7847;                    North         East    Units  Estimated Accuracy
 DG7847;SPC MN C     -   134,680.      792,550.      MT  (+/- 180 meters Scaled)
 DG7847
 DG7847                          SUPERSEDED SURVEY CONTROL
 DG7847
 DG7847.No superseded survey control is available for this station.
 DG7847
 DG7847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL945184(NAD 83)
 DG7847_MARKER: DV = VERTICAL CONTROL DISK
 DG7847_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG7847_SP_SET: CULVERT HEADWALL
 DG7847_STAMPING: 7315 B 1979
 DG7847_MARK LOGO: MNDT  
 DG7847_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7847+STABILITY: SURFACE MOTION
 DG7847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7847+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 DG7847
 DG7847  HISTORY     - Date     Condition        Report By
 DG7847  HISTORY     - 1979     MONUMENTED       MNDT
 DG7847  HISTORY     - 19960430 GOOD             MNDT
 DG7847
 DG7847                          STATION DESCRIPTION
 DG7847
 DG7847'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 DG7847'THE MARK IS LOCATED 2.3 MI (3.7 KM) WEST ON TH 55 FROM JCT OF TH 55
 DG7847'AND TH 15 AT KIMBALL, 70 FT (21.3 M) SOUTH OF TH 55, AT TH 55 MP
 DG7847'129.7, IN SE HEADWALL OF TH 55 BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7846 ***********************************************************************
 DG7846  DESIGNATION -  7315 C
 DG7846  PID         -  DG7846
 DG7846  STATE/COUNTY-  MN/STEARNS
 DG7846  USGS QUAD   -  KIMBALL (1967)
 DG7846
 DG7846                         *CURRENT SURVEY CONTROL
 DG7846  ___________________________________________________________________
 DG7846* NAD 83(1986)-  45 18 40.     (N)    094 20 06.     (W)     SCALED    
 DG7846* NAVD 88     -       355.037  (meters)    1164.82   (feet)  ADJUSTED  
 DG7846  ___________________________________________________________________
 DG7846  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 DG7846  DYNAMIC HT  -         355.016 (meters)    1164.75  (feet)  COMP
 DG7846  MODELED GRAV-     980,545.5   (mgal)                       NAVD 88
 DG7846
 DG7846  VERT ORDER  -  SECOND    CLASS I
 DG7846
 DG7846.The horizontal coordinates were scaled from a topographic map and have
 DG7846.an estimated accuracy of +/- 6 seconds.
 DG7846
 DG7846.The orthometric height was determined by differential leveling
 DG7846.and adjusted by the National Geodetic Survey in December 2004..
 DG7846
 DG7846.The geoid height was determined by GEOID03.
 DG7846
 DG7846.The dynamic height is computed by dividing the NAVD 88
 DG7846.geopotential number by the normal gravity value computed on the
 DG7846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7846.degrees latitude (g = 980.6199 gals.).
 DG7846
 DG7846.The modeled gravity was interpolated from observed gravity values.
 DG7846
 DG7846;                    North         East    Units  Estimated Accuracy
 DG7846;SPC MN C     -   134,580.      793,330.      MT  (+/- 180 meters Scaled)
 DG7846
 DG7846                          SUPERSEDED SURVEY CONTROL
 DG7846
 DG7846.No superseded survey control is available for this station.
 DG7846
 DG7846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL953183(NAD 83)
 DG7846_MARKER: DV = VERTICAL CONTROL DISK
 DG7846_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG7846_STAMPING: 7315 C 1979
 DG7846_MARK LOGO: MNDT  
 DG7846_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7846+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 DG7846
 DG7846  HISTORY     - Date     Condition        Report By
 DG7846  HISTORY     - 1979     MONUMENTED       MNDT
 DG7846  HISTORY     - 19960430 GOOD             MNDT
 DG7846
 DG7846                          STATION DESCRIPTION
 DG7846
 DG7846'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 DG7846'THE MARK IS 1.8 MI (2.9 KM) WEST ON TH 55 FROM JCT OF TH 55 AND TH 15
 DG7846'AT KIMBALL, AT TH 55 MP 130.2, 35 FT (10.7 M) SOUTH OF SOUTH RAIL OF
 DG7846'RR TRACKS, 60 FT (18.3 M) WEST OF DRIVEWAY, 2.5 FT (0.8 M) NE OF
 DG7846'P-POLE, 22 FT (6.7 M) NNW OF 24 INCH OAK TREE, 47.5 FT (14.5 M) NW OF
 DG7846'30 INCH OAK TREE, 1.1 FT (0.3 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7843 ***********************************************************************
 DG7843  DESIGNATION -  7315 D
 DG7843  PID         -  DG7843
 DG7843  STATE/COUNTY-  MN/STEARNS
 DG7843  USGS QUAD   -  KIMBALL (1967)
 DG7843
 DG7843                         *CURRENT SURVEY CONTROL
 DG7843  ___________________________________________________________________
 DG7843* NAD 83(1986)-  45 18 48.     (N)    094 18 55.     (W)     SCALED    
 DG7843* NAVD 88     -       355.676  (meters)    1166.91   (feet)  ADJUSTED  
 DG7843  ___________________________________________________________________
 DG7843  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DG7843  DYNAMIC HT  -         355.656 (meters)    1166.85  (feet)  COMP
 DG7843  MODELED GRAV-     980,549.7   (mgal)                       NAVD 88
 DG7843
 DG7843  VERT ORDER  -  SECOND    CLASS I
 DG7843
 DG7843.The horizontal coordinates were scaled from a topographic map and have
 DG7843.an estimated accuracy of +/- 6 seconds.
 DG7843
 DG7843.The orthometric height was determined by differential leveling
 DG7843.and adjusted by the National Geodetic Survey in December 2004..
 DG7843.No vertical observational check was made to the station.
 DG7843
 DG7843.The geoid height was determined by GEOID03.
 DG7843
 DG7843.The dynamic height is computed by dividing the NAVD 88
 DG7843.geopotential number by the normal gravity value computed on the
 DG7843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7843.degrees latitude (g = 980.6199 gals.).
 DG7843
 DG7843.The modeled gravity was interpolated from observed gravity values.
 DG7843
 DG7843;                    North         East    Units  Estimated Accuracy
 DG7843;SPC MN C     -   134,830.      794,880.      MT  (+/- 180 meters Scaled)
 DG7843
 DG7843                          SUPERSEDED SURVEY CONTROL
 DG7843
 DG7843.No superseded survey control is available for this station.
 DG7843
 DG7843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL969186(NAD 83)
 DG7843_MARKER: DV = VERTICAL CONTROL DISK
 DG7843_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG7843_STAMPING: 7315 D 1979
 DG7843_MARK LOGO: MNDT  
 DG7843_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7843+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 DG7843
 DG7843  HISTORY     - Date     Condition        Report By
 DG7843  HISTORY     - 1979     MONUMENTED       MNDT
 DG7843  HISTORY     - 19960430 GOOD             MNDT
 DG7843
 DG7843                          STATION DESCRIPTION
 DG7843
 DG7843'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 DG7843'THE MARK IS 0.8 MI (1.3 KM) WEST ON TH 55 FROM JCT OF TH 55 AND TH 15
 DG7843'AT KIMBALL, AT STATE OF MINNESOTA RADIO TWR SITE, AT TH 55 MP 131.2,
 DG7843'166.5 FT (50.7 M) SOUTH OF TH 55, 1.2 FT (0.4 M) WEST OF NW COR OF
 DG7843'FENCE AROUND TWR, 1.2 FT (0.4 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7840 ***********************************************************************
 DG7840  DESIGNATION -  7316 A
 DG7840  PID         -  DG7840
 DG7840  STATE/COUNTY-  MN/STEARNS
 DG7840  USGS QUAD   -  KIMBALL (1967)
 DG7840
 DG7840                         *CURRENT SURVEY CONTROL
 DG7840  ___________________________________________________________________
 DG7840* NAD 83(1986)-  45 18 20.     (N)    094 17 00.     (W)     SCALED    
 DG7840* NAVD 88     -       343.776  (meters)    1127.87   (feet)  ADJUSTED  
 DG7840  ___________________________________________________________________
 DG7840  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DG7840  DYNAMIC HT  -         343.757 (meters)    1127.81  (feet)  COMP
 DG7840  MODELED GRAV-     980,550.7   (mgal)                       NAVD 88
 DG7840
 DG7840  VERT ORDER  -  SECOND    CLASS I
 DG7840
 DG7840.The horizontal coordinates were scaled from a topographic map and have
 DG7840.an estimated accuracy of +/- 6 seconds.
 DG7840
 DG7840.The orthometric height was determined by differential leveling
 DG7840.and adjusted by the National Geodetic Survey in December 2004..
 DG7840.No vertical observational check was made to the station.
 DG7840
 DG7840.The geoid height was determined by GEOID03.
 DG7840
 DG7840.The dynamic height is computed by dividing the NAVD 88
 DG7840.geopotential number by the normal gravity value computed on the
 DG7840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7840.degrees latitude (g = 980.6199 gals.).
 DG7840
 DG7840.The modeled gravity was interpolated from observed gravity values.
 DG7840
 DG7840;                    North         East    Units  Estimated Accuracy
 DG7840;SPC MN C     -   133,960.      797,390.      MT  (+/- 180 meters Scaled)
 DG7840
 DG7840                          SUPERSEDED SURVEY CONTROL
 DG7840
 DG7840.No superseded survey control is available for this station.
 DG7840
 DG7840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL993176(NAD 83)
 DG7840_MARKER: DV = VERTICAL CONTROL DISK
 DG7840_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG7840_SP_SET: CULVERT
 DG7840_STAMPING: NO 7316 A 1979
 DG7840_MARK LOGO: MNDT  
 DG7840_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7840+STABILITY: SURFACE MOTION
 DG7840_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7840+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1996
 DG7840
 DG7840  HISTORY     - Date     Condition        Report By
 DG7840  HISTORY     - 1979     MONUMENTED       MNDT
 DG7840  HISTORY     - 19960430 GOOD             MNDT
 DG7840
 DG7840                          STATION DESCRIPTION
 DG7840
 DG7840'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 DG7840'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 1.1 MI
 DG7840'(1.8 KM) SE ON TH 55 FROM JCT OF TH 15 AND TH 55 IN KIMBALL, AT TH 55
 DG7840'MP 133.15, 24.5 FT (7.5 M) NE OF TH 55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7841 ***********************************************************************
 DG7841  DESIGNATION -  7316 B
 DG7841  PID         -  DG7841
 DG7841  STATE/COUNTY-  MN/STEARNS
 DG7841  USGS QUAD   -  KIMBALL (1967)
 DG7841
 DG7841                         *CURRENT SURVEY CONTROL
 DG7841  ___________________________________________________________________
 DG7841* NAD 83(1986)-  45 18 57.     (N)    094 17 45.     (W)     SCALED    
 DG7841* NAVD 88     -       354.989  (meters)    1164.66   (feet)  ADJUSTED  
 DG7841  ___________________________________________________________________
 DG7841  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DG7841  DYNAMIC HT  -         354.971 (meters)    1164.60  (feet)  COMP
 DG7841  MODELED GRAV-     980,553.0   (mgal)                       NAVD 88
 DG7841
 DG7841  VERT ORDER  -  SECOND    CLASS I
 DG7841
 DG7841.The horizontal coordinates were scaled from a topographic map and have
 DG7841.an estimated accuracy of +/- 6 seconds.
 DG7841
 DG7841.The orthometric height was determined by differential leveling
 DG7841.and adjusted by the National Geodetic Survey in December 2004..
 DG7841.No vertical observational check was made to the station.
 DG7841
 DG7841.The geoid height was determined by GEOID03.
 DG7841
 DG7841.The dynamic height is computed by dividing the NAVD 88
 DG7841.geopotential number by the normal gravity value computed on the
 DG7841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7841.degrees latitude (g = 980.6199 gals.).
 DG7841
 DG7841.The modeled gravity was interpolated from observed gravity values.
 DG7841
 DG7841;                    North         East    Units  Estimated Accuracy
 DG7841;SPC MN C     -   135,110.      796,410.      MT  (+/- 180 meters Scaled)
 DG7841
 DG7841                          SUPERSEDED SURVEY CONTROL
 DG7841
 DG7841.No superseded survey control is available for this station.
 DG7841
 DG7841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL984188(NAD 83)
 DG7841_MARKER: DV = VERTICAL CONTROL DISK
 DG7841_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG7841_STAMPING: 7316 B 1979
 DG7841_MARK LOGO: MNDT  
 DG7841_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7841+SATELLITE: SATELLITE OBSERVATIONS - 1979
 DG7841
 DG7841  HISTORY     - Date     Condition        Report By
 DG7841  HISTORY     - 1979     MONUMENTED       MNDT
 DG7841
 DG7841                          STATION DESCRIPTION
 DG7841
 DG7841'DESCRIBED BY MN DEPT OF TRANSP 1979 (TRM)
 DG7841'THE MARK IS LOCATED AT KIMBALL, 0.15 MI (0.24 KM) EAST ON TH 55 FROM
 DG7841'JCT OF TH 55 AND TH 15, IN ANTHONYS LAWN STATUES YARD, 1.1 FT (0.3 M)
 DG7841'SOUTH OF SW COR OF WOOD GARAGE, 129 FT (39.3 M) NORTH OF TH 55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8924 ***********************************************************************
 DF8924  DESIGNATION -  7316 C
 DF8924  PID         -  DF8924
 DF8924  STATE/COUNTY-  MN/STEARNS
 DF8924  USGS QUAD   -  KIMBALL (1967)
 DF8924
 DF8924                         *CURRENT SURVEY CONTROL
 DF8924  ___________________________________________________________________
 DF8924* NAD 83(1996)-  45 18 35.14750(N)    094 17 17.23469(W)     ADJUSTED  
 DF8924* NAVD 88     -       357.444  (meters)    1172.71   (feet)  ADJUSTED  
 DF8924  ___________________________________________________________________
 DF8924  X           -    -335,981.520 (meters)                     COMP
 DF8924  Y           -  -4,480,836.373 (meters)                     COMP
 DF8924  Z           -   4,511,859.767 (meters)                     COMP
 DF8924  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 DF8924  ELLIP HEIGHT-         330.27  (meters)          (11/19/03) GPS OBS
 DF8924  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 DF8924  DYNAMIC HT  -         357.424 (meters)    1172.65  (feet)  COMP
 DF8924  MODELED GRAV-     980,551.8   (mgal)                       NAVD 88
 DF8924
 DF8924  HORZ ORDER  -  FIRST
 DF8924  VERT ORDER  -  SECOND    CLASS I
 DF8924  ELLP ORDER  -  THIRD     CLASS II
 DF8924
 DF8924.The horizontal coordinates were established by GPS observations
 DF8924.and adjusted by the MN DEPT OF TRANSP in November 2003..
 DF8924
 DF8924.The orthometric height was determined by differential leveling
 DF8924.and adjusted by the National Geodetic Survey in December 2004..
 DF8924.No vertical observational check was made to the station.
 DF8924
 DF8924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8924
 DF8924.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8924
 DF8924.The ellipsoidal height was determined by GPS observations
 DF8924.and is referenced to NAD 83.
 DF8924
 DF8924.The geoid height was determined by GEOID03.
 DF8924
 DF8924.The dynamic height is computed by dividing the NAVD 88
 DF8924.geopotential number by the normal gravity value computed on the
 DF8924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8924.degrees latitude (g = 980.6199 gals.).
 DF8924
 DF8924.The modeled gravity was interpolated from observed gravity values.
 DF8924
 DF8924;                    North         East     Units Scale Factor Converg.
 DF8924;SPC MN C     -   134,430.774   797,010.298   MT  1.00008059   -0 01 39.3
 DF8924;UTM  15      - 5,018,169.104   399,024.984   MT  0.99972536   -0 54 57.0
 DF8924
 DF8924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8924!SPC MN C     -   0.99994822  x   1.00008059  =   1.00002881
 DF8924!UTM  15      -   0.99994822  x   0.99972536  =   0.99967360
 DF8924
 DF8924                          SUPERSEDED SURVEY CONTROL
 DF8924
 DF8924  NAVD 88 (11/19/03)  357.44   (m)         1172.7    (f) LEVELING    3  
 DF8924
 DF8924.Superseded values are not recommended for survey control.
 DF8924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8924.See file dsdata.txt to determine how the superseded data were derived.
 DF8924
 DF8924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9902518169(NAD 83)
 DF8924_MARKER: DD = SURVEY DISK
 DF8924_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8924_STAMPING: 7316 C 1996
 DF8924_MARK LOGO: MNDT  
 DF8924_PROJECTION: FLUSH
 DF8924_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8924+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2003
 DF8924_ROD/PIPE-DEPTH:  6.4 meters
 DF8924
 DF8924  HISTORY     - Date     Condition        Report By
 DF8924  HISTORY     - 1996     MONUMENTED       MNDT
 DF8924  HISTORY     - 19960430 GOOD             MNDT
 DF8924  HISTORY     - 20030820 GOOD             MNDT
 DF8924
 DF8924                          STATION DESCRIPTION
 DF8924
 DF8924'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 DF8924'THE MARK IS LOCATED 1 MI (1.6 KM) SE OF KIMBALL, 0.65 MI (1.05 KM) SE
 DF8924'ON TH 55 FROM JCT OF TH 15 AND TH 55 IN KIMBALL, AT TH 55 MP 132.65,
 DF8924'94.5 FT (28.8 M) NE OF TH 55, 7.0 FT (2.1 M) SSW OF IMPLEMENT RD, 32.1
 DF8924'FT (9.8 M) SOUTH OF NORTH END OF 12 INCH RCP, 18.0 FT (5.5 M) WEST OF
 DF8924'WEST LEG OF WELCOME TO KIMBALL SIGN POST, 19.9 FT (6.1 M) EAST OF EAST
 DF8924'END OF 12 INCH RCP, 14.8 FT (4.5 M) WEST OF WIT POST.
 DF8924
 DF8924                          STATION RECOVERY (1996)
 DF8924
 DF8924'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 DF8924'THE MARK IS LOCATED 1 MI (1.6 KM) SE OF KIMBALL, 0.65 MI (1.05 KM) SE
 DF8924'ON TH 55 FROM JCT OF TH 15 AND TH 55 IN KIMBALL, AT TH 55 MP 132.65,
 DF8924'94.5 FT (28.8 M) NE OF TH 55, 7.0 FT (2.1 M) SSW OF IMPLEMENT RD, 32.1
 DF8924'FT (9.8 M) SOUTH OF NORTH END OF 12 INCH RCP, 18.0 FT (5.5 M) WEST OF
 DF8924'WEST LEG OF WELCOME TO KIMBALL SIGN POST, 19.9 FT (6.1 M) EAST OF EAST
 DF8924'END OF 12 INCH RCP, 14.8 FT (4.5 M) WEST OF WIT POST, STA FLUSH.
 DF8924
 DF8924                          STATION RECOVERY (2003)
 DF8924
 DF8924'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 DF8924'1 MILES SOUTHEAST OF KIMBALL, 0.65 MILES SOUTHEAST ON TRUNK HIGHWAY 55
 DF8924'FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 55 IN KIMBALL, AT
 DF8924'TRUNK HIGHWAY 55 MILEPOINT 132.65, 94.5 FEET NORTHEAST OF TRUNK
 DF8924'HIGHWAY 55, 7.0 FEET SOUTH-SOUTHWEST OF IMPLEMENT ROAD, 32.1 FEET
 DF8924'SOUTH OF NORTH END OF 12 INCH RCP, 18.0 FEET WEST OF WEST LEG OF
 DF8924'WELCOME TO KIMBALL SIGN POST, 19.9 FEET EAST OF EAST END OF 12 INCH
 DF8924'RCP, 14.8 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0873 ***********************************************************************
 QP0873  DESIGNATION -  7320 A
 QP0873  PID         -  QP0873
 QP0873  STATE/COUNTY-  MN/STEARNS
 QP0873  USGS QUAD   -  ST CLOUD (1993)
 QP0873
 QP0873                         *CURRENT SURVEY CONTROL
 QP0873  ___________________________________________________________________
 QP0873* NAD 83(1986)-  45 31 30.     (N)    094 09 43.     (W)     SCALED    
 QP0873* NAVD 88     -       315.297  (meters)    1034.44   (feet)  ADJUSTED  
 QP0873  ___________________________________________________________________
 QP0873  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 QP0873  DYNAMIC HT  -         315.289 (meters)    1034.41  (feet)  COMP
 QP0873  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 QP0873
 QP0873  VERT ORDER  -  SECOND    CLASS I
 QP0873
 QP0873.The horizontal coordinates were scaled from a topographic map and have
 QP0873.an estimated accuracy of +/- 6 seconds.
 QP0873
 QP0873.The orthometric height was determined by differential leveling
 QP0873.and adjusted by the National Geodetic Survey in June 1991..
 QP0873
 QP0873.The geoid height was determined by GEOID03.
 QP0873
 QP0873.The dynamic height is computed by dividing the NAVD 88
 QP0873.geopotential number by the normal gravity value computed on the
 QP0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0873.degrees latitude (g = 980.6199 gals.).
 QP0873
 QP0873.The modeled gravity was interpolated from observed gravity values.
 QP0873
 QP0873;                    North         East    Units  Estimated Accuracy
 QP0873;SPC MN C     -   158,360.      806,880.      MT  (+/- 180 meters Scaled)
 QP0873
 QP0873                          SUPERSEDED SURVEY CONTROL
 QP0873
 QP0873  NGVD 29 (??/??/??)  315.177  (m)         1034.04   (f) ADJUSTED    2 1
 QP0873
 QP0873.Superseded values are not recommended for survey control.
 QP0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0873.See file dsdata.txt to determine how the superseded data were derived.
 QP0873
 QP0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL092419(NAD 83)
 QP0873_MARKER: DD = SURVEY DISK
 QP0873_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QP0873_SP_SET: CULVERT
 QP0873_STAMPING: 7320 A 1974
 QP0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0873+STABILITY: SURFACE MOTION
 QP0873
 QP0873  HISTORY     - Date     Condition        Report By
 QP0873  HISTORY     - 1974     MONUMENTED       MNDT
 QP0873  HISTORY     - 1976     GOOD             MNDT
 QP0873
 QP0873                          STATION DESCRIPTION
 QP0873
 QP0873'DESCRIBED BY MN DEPT OF TRANSP 1976
 QP0873'2.1 MI SSE FROM ST CLOUD.
 QP0873'THE MARK IS LOCATED 2.1 MILES SOUTH SOUTHEAST ALONG TRUNK HIGHWAY 152
 QP0873'(ROOSEVELT) ROAD FROM THE WEST JUNCTION OF TRUNK HIGHWAY 152 AND TRUNK
 QP0873'HIGHWAYS 23 AND 52 (DIVISION ST.) IN ST. CLOUD. IT IS AT TRUNK HIGHWAY
 QP0873'152 MILEPOINT 6.25. IT IS 25.3 FT. EAST OF AND ABOUT 0.5 FT. LOWER
 QP0873'THAN THE CENTERLINE OF TRUNK HIGHWAY 152, 33.0 FT. SOUTH OF THE
 QP0873'EXTENDED CORNER OF ATWOOD DRIVE LEADING WEST AND 22.0 FT. NORTH OF THE
 QP0873'CENTER OF A GRAVEL ROAD LEADING EAST, AND SET IN THE SOUTHEAST CORNER
 QP0873'OF A 5 FOOT BY 8 FOOT CONCRETE BOX CULVERT UNDER TRUNK HIGGHWAY 152.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0872 ***********************************************************************
 QP0872  DESIGNATION -  7320 B
 QP0872  PID         -  QP0872
 QP0872  STATE/COUNTY-  MN/STEARNS
 QP0872  USGS QUAD   -  ST CLOUD (1993)
 QP0872
 QP0872                         *CURRENT SURVEY CONTROL
 QP0872  ___________________________________________________________________
 QP0872* NAD 83(1986)-  45 32 18.     (N)    094 10 01.     (W)     SCALED    
 QP0872* NAVD 88     -       317.028  (meters)    1040.12   (feet)  ADJUSTED  
 QP0872  ___________________________________________________________________
 QP0872  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 QP0872  DYNAMIC HT  -         317.021 (meters)    1040.09  (feet)  COMP
 QP0872  MODELED GRAV-     980,583.6   (mgal)                       NAVD 88
 QP0872
 QP0872  VERT ORDER  -  SECOND    CLASS I
 QP0872
 QP0872.The horizontal coordinates were scaled from a topographic map and have
 QP0872.an estimated accuracy of +/- 6 seconds.
 QP0872
 QP0872.The orthometric height was determined by differential leveling
 QP0872.and adjusted by the National Geodetic Survey in June 1991..
 QP0872
 QP0872.The geoid height was determined by GEOID03.
 QP0872
 QP0872.The dynamic height is computed by dividing the NAVD 88
 QP0872.geopotential number by the normal gravity value computed on the
 QP0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0872.degrees latitude (g = 980.6199 gals.).
 QP0872
 QP0872.The modeled gravity was interpolated from observed gravity values.
 QP0872
 QP0872;                    North         East    Units  Estimated Accuracy
 QP0872;SPC MN C     -   159,840.      806,490.      MT  (+/- 180 meters Scaled)
 QP0872
 QP0872                          SUPERSEDED SURVEY CONTROL
 QP0872
 QP0872  NGVD 29 (??/??/??)  316.909  (m)         1039.73   (f) ADJUSTED    2 1
 QP0872
 QP0872.Superseded values are not recommended for survey control.
 QP0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0872.See file dsdata.txt to determine how the superseded data were derived.
 QP0872
 QP0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL088434(NAD 83)
 QP0872_MARKER: DD = SURVEY DISK
 QP0872_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP0872_SP_SET: COPPER-CLAD STEEL ROD
 QP0872_STAMPING: 7320 B 1974
 QP0872_PROJECTION: FLUSH
 QP0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0872_ROD/PIPE-DEPTH: 7.32 meters
 QP0872
 QP0872  HISTORY     - Date     Condition        Report By
 QP0872  HISTORY     - 1974     MONUMENTED       MNDT
 QP0872  HISTORY     - 1976     GOOD             MNDT
 QP0872
 QP0872                          STATION DESCRIPTION
 QP0872
 QP0872'DESCRIBED BY MN DEPT OF TRANSP 1976
 QP0872'1.75 MI SSE FROM ST CLOUD.
 QP0872'THE MARK IS LOCATED 1.75 MILES SOUTH SOUTHEAST ALONG TRUNK HIGHWAY 152
 QP0872'(ROOSEVELT ROAD) FROM THE WEST JUNCTION OF TRUNK HIGHWAY 152 AND TRUNK
 QP0872'HIGHWAYS 23 AND 52 (DIVISION ST.) IN ST. CLOUD. IT IS AT TRUNK HIGHWAY
 QP0872'152 MILEPOINT 5.75. IT IS 73.0 FT. SOUTHWEST OF AND ABOUT LEVEL WITH
 QP0872'THE CENTERLINE OF TRUNK HIGHWAY 152, 117.0 FT. EAST OF THE SOUTHEAST
 QP0872'CORNER OF A ONE STORY CONCRETE BUILDING KFAM RADIO TRANSMITTER, ABOUT
 QP0872'170 FT. EAST OF THE CENTER OF THE KFAM RADIO TOWER, 21.5 FT. SOUTH
 QP0872'OF A 15 INCH CORRUGATED METAL CULVERT UNDER ENTRANCE TO THE RADIO
 QP0872'TRANSMITTER, AND 5.5 FT. NORTH OF A 15 INCH OAK TREE. IT IS 1.0 FT.
 QP0872'NORTHEAST OF A STEEL WITNESS POST AND ABOUT LEVEL WITH THE SURFACE OF
 QP0872'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0203 ***********************************************************************
 QP0203  DESIGNATION -  7321 A
 QP0203  PID         -  QP0203
 QP0203  STATE/COUNTY-  MN/STEARNS
 QP0203  USGS QUAD   -  ST CLOUD (1993)
 QP0203
 QP0203                         *CURRENT SURVEY CONTROL
 QP0203  ___________________________________________________________________
 QP0203* NAD 83(1986)-  45 34 45.     (N)    094 12 21.     (W)     SCALED    
 QP0203* NAVD 88     -       316.150  (meters)    1037.24   (feet)  ADJUSTED  
 QP0203  ___________________________________________________________________
 QP0203  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 QP0203  DYNAMIC HT  -         316.144 (meters)    1037.22  (feet)  COMP
 QP0203  MODELED GRAV-     980,587.1   (mgal)                       NAVD 88
 QP0203
 QP0203  VERT ORDER  -  SECOND    CLASS 0
 QP0203
 QP0203.The horizontal coordinates were scaled from a topographic map and have
 QP0203.an estimated accuracy of +/- 6 seconds.
 QP0203
 QP0203.The orthometric height was determined by differential leveling
 QP0203.and adjusted by the National Geodetic Survey in June 1991..
 QP0203
 QP0203.The geoid height was determined by GEOID03.
 QP0203
 QP0203.The dynamic height is computed by dividing the NAVD 88
 QP0203.geopotential number by the normal gravity value computed on the
 QP0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0203.degrees latitude (g = 980.6199 gals.).
 QP0203
 QP0203.The modeled gravity was interpolated from observed gravity values.
 QP0203
 QP0203;                    North         East    Units  Estimated Accuracy
 QP0203;SPC MN C     -   164,370.      803,450.      MT  (+/- 180 meters Scaled)
 QP0203
 QP0203                          SUPERSEDED SURVEY CONTROL
 QP0203
 QP0203  NGVD 29 (??/??/92)  316.031  (m)         1036.85   (f) ADJ UNCH    2 0
 QP0203
 QP0203.Superseded values are not recommended for survey control.
 QP0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0203.See file dsdata.txt to determine how the superseded data were derived.
 QP0203
 QP0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL059479(NAD 83)
 QP0203_MARKER: DD = SURVEY DISK
 QP0203_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QP0203_SP_SET: UNSPEC. ROCK
 QP0203_STAMPING: 7321 A 1974
 QP0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0203
 QP0203  HISTORY     - Date     Condition        Report By
 QP0203  HISTORY     - 1974     MONUMENTED       MNDT
 QP0203
 QP0203                          STATION DESCRIPTION
 QP0203
 QP0203'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0203'IN ST CLOUD.
 QP0203'THE MARK IS LOCATED 1.6 MILES WEST ALONG 12TH AND 13TH STREETS FROM
 QP0203'THE INTERSECTION OF 13TH STREET AND 9TH AVENUE (T.H. 152), NEAR THE
 QP0203'NORTHEAST CORNER OF THE MINNESOTA HIGHWAY DEPARTMENT MAINTENANCE YARD,
 QP0203'ON THE SOUTH BANK OF THE SAUK RIVER.  IT IS 225 FEET SOUTH OF THE
 QP0203'SOUTH BANK OF THE SAUK RIVER, 22.4 FEET WEST OF A WIRE FENCE, 51 FEET
 QP0203'EAST OF AN 18 INCH OAK TREE, 98 FEET NORTH OF A 24 INCH OAK TREE. IT
 QP0203'IS 2.5 FEET SOUTHWEST OF A STEEL WITNESS POST, DRILLED INTO A 7 FOOT
 QP0203'BY 5 FOOT ROCK, AND 2 FEET HIGHER THAN THE GROUND.  NE 1/4 SECTION 4,
 QP0203'T 124N, R 28W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0208 ***********************************************************************
 QP0208  DESIGNATION -  7321 A 1
 QP0208  PID         -  QP0208
 QP0208  STATE/COUNTY-  MN/STEARNS
 QP0208  USGS QUAD   -  ST CLOUD (1993)
 QP0208
 QP0208                         *CURRENT SURVEY CONTROL
 QP0208  ___________________________________________________________________
 QP0208* NAD 83(1986)-  45 35 10.     (N)    094 10 14.     (W)     SCALED    
 QP0208* NAVD 88     -       312.654  (meters)    1025.77   (feet)  ADJUSTED  
 QP0208  ___________________________________________________________________
 QP0208  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 QP0208  DYNAMIC HT  -         312.648 (meters)    1025.75  (feet)  COMP
 QP0208  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 QP0208
 QP0208  VERT ORDER  -  SECOND    CLASS 0
 QP0208
 QP0208.The horizontal coordinates were scaled from a topographic map and have
 QP0208.an estimated accuracy of +/- 6 seconds.
 QP0208
 QP0208.The orthometric height was determined by differential leveling
 QP0208.and adjusted by the National Geodetic Survey in June 1991..
 QP0208
 QP0208.The geoid height was determined by GEOID03.
 QP0208
 QP0208.The dynamic height is computed by dividing the NAVD 88
 QP0208.geopotential number by the normal gravity value computed on the
 QP0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0208.degrees latitude (g = 980.6199 gals.).
 QP0208
 QP0208.The modeled gravity was interpolated from observed gravity values.
 QP0208
 QP0208;                    North         East    Units  Estimated Accuracy
 QP0208;SPC MN C     -   165,150.      806,200.      MT  (+/- 180 meters Scaled)
 QP0208
 QP0208                          SUPERSEDED SURVEY CONTROL
 QP0208
 QP0208  NGVD 29 (??/??/92)  312.536  (m)         1025.38   (f) ADJ UNCH    2 0
 QP0208
 QP0208.Superseded values are not recommended for survey control.
 QP0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0208.See file dsdata.txt to determine how the superseded data were derived.
 QP0208
 QP0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL086487(NAD 83)
 QP0208_MARKER: DD = SURVEY DISK
 QP0208_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0208_SP_SET: BRIDGE
 QP0208_STAMPING: 7321 A1 1956
 QP0208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0208
 QP0208  HISTORY     - Date     Condition        Report By
 QP0208  HISTORY     - 1956     MONUMENTED       MNDT
 QP0208  HISTORY     - 1974     GOOD             MNDT
 QP0208
 QP0208                          STATION DESCRIPTION
 QP0208
 QP0208'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0208'IN ST CLOUD.
 QP0208'THE MARK IS LOCATED AT THE NORTH LIMITS OF THE CITY OF ST. CLOUD, IN
 QP0208'THE T.H. 152 BRIDGE OVER THE MISSISSIPPI RIVER.  IT IS SET IN THE TOP
 QP0208'OF THE NORTHWEST STONE ABUTMENT OF BRIDGE NO. 5947 (T.H. 152 OVER THE
 QP0208'MISSISSIPPI RIVER), 21 FEET NORTHWEST OF THE CENTERLINE OF T.H. 152.
 QP0208'SECTION 35, T 125N, R 28W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0207 ***********************************************************************
 QP0207  DESIGNATION -  7321 A 2
 QP0207  PID         -  QP0207
 QP0207  STATE/COUNTY-  MN/STEARNS
 QP0207  USGS QUAD   -  ST CLOUD (1993)
 QP0207
 QP0207                         *CURRENT SURVEY CONTROL
 QP0207  ___________________________________________________________________
 QP0207* NAD 83(1986)-  45 35 28.     (N)    094 10 40.     (W)     SCALED    
 QP0207* NAVD 88     -       306.187  (meters)    1004.55   (feet)  ADJUSTED  
 QP0207  ___________________________________________________________________
 QP0207  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 QP0207  DYNAMIC HT  -         306.181 (meters)    1004.53  (feet)  COMP
 QP0207  MODELED GRAV-     980,588.6   (mgal)                       NAVD 88
 QP0207
 QP0207  VERT ORDER  -  SECOND    CLASS 0
 QP0207
 QP0207.The horizontal coordinates were scaled from a topographic map and have
 QP0207.an estimated accuracy of +/- 6 seconds.
 QP0207
 QP0207.The orthometric height was determined by differential leveling
 QP0207.and adjusted by the National Geodetic Survey in June 1991..
 QP0207
 QP0207.The geoid height was determined by GEOID03.
 QP0207
 QP0207.The dynamic height is computed by dividing the NAVD 88
 QP0207.geopotential number by the normal gravity value computed on the
 QP0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0207.degrees latitude (g = 980.6199 gals.).
 QP0207
 QP0207.The modeled gravity was interpolated from observed gravity values.
 QP0207
 QP0207;                    North         East    Units  Estimated Accuracy
 QP0207;SPC MN C     -   165,700.      805,640.      MT  (+/- 180 meters Scaled)
 QP0207
 QP0207                          SUPERSEDED SURVEY CONTROL
 QP0207
 QP0207  NGVD 29 (??/??/92)  306.069  (m)         1004.16   (f) ADJ UNCH    2 0
 QP0207
 QP0207.Superseded values are not recommended for survey control.
 QP0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0207.See file dsdata.txt to determine how the superseded data were derived.
 QP0207
 QP0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL081492(NAD 83)
 QP0207_MARKER: DD = SURVEY DISK
 QP0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0207_SP_SET: BRIDGE
 QP0207_STAMPING: 7321 A2 1974
 QP0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0207
 QP0207  HISTORY     - Date     Condition        Report By
 QP0207  HISTORY     - 1974     MONUMENTED       MNDT
 QP0207
 QP0207                          STATION DESCRIPTION
 QP0207
 QP0207'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0207'1.5 MI N FROM ST CLOUD.
 QP0207'THE MARK IS LOCATED ABOUT 0.5 MILES NORTHWEST ALONG COUNTY ROAD 1 FROM
 QP0207'THE INTERSECTION OF COUNTY ROAD 1 AND T.H. 152, WHICH IS NEAR THE WEST
 QP0207'END OF THE T.H. 152 BRIDGE OVER THE MISSISSIPPI RIVER.  IT IS SET IN
 QP0207'THE SOUTHEAST CORNER (ABUTMENT) OF THE COUNTY ROAD 1 BRIDGE OVER THE
 QP0207'SAUK RIVER, 10 FEET EAST OF THE CENTER OF COUNTY ROAD 1.  IT IS ABOUT
 QP0207'LEVEL WITH THE ROADWAY AND CEMENTED INTO THE BRIDGE ABUTMENT. SW 1/4
 QP0207'SECTION 35, T 125N, R 28W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0204 ***********************************************************************
 QP0204  DESIGNATION -  7321 B
 QP0204  PID         -  QP0204
 QP0204  STATE/COUNTY-  MN/STEARNS
 QP0204  USGS QUAD   -  ST CLOUD (1993)
 QP0204
 QP0204                         *CURRENT SURVEY CONTROL
 QP0204  ___________________________________________________________________
 QP0204* NAD 83(1986)-  45 34 31.     (N)    094 12 21.     (W)     SCALED    
 QP0204* NAVD 88     -       319.051  (meters)    1046.75   (feet)  ADJUSTED  
 QP0204  ___________________________________________________________________
 QP0204  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 QP0204  DYNAMIC HT  -         319.045 (meters)    1046.73  (feet)  COMP
 QP0204  MODELED GRAV-     980,586.7   (mgal)                       NAVD 88
 QP0204
 QP0204  VERT ORDER  -  FIRST     CLASS II
 QP0204
 QP0204.The horizontal coordinates were scaled from a topographic map and have
 QP0204.an estimated accuracy of +/- 6 seconds.
 QP0204
 QP0204.The orthometric height was determined by differential leveling
 QP0204.and adjusted by the National Geodetic Survey in June 1991..
 QP0204
 QP0204.The geoid height was determined by GEOID03.
 QP0204
 QP0204.The dynamic height is computed by dividing the NAVD 88
 QP0204.geopotential number by the normal gravity value computed on the
 QP0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0204.degrees latitude (g = 980.6199 gals.).
 QP0204
 QP0204.The modeled gravity was interpolated from observed gravity values.
 QP0204
 QP0204;                    North         East    Units  Estimated Accuracy
 QP0204;SPC MN C     -   163,940.      803,450.      MT  (+/- 180 meters Scaled)
 QP0204
 QP0204                          SUPERSEDED SURVEY CONTROL
 QP0204
 QP0204  NGVD 29 (??/??/92)  318.933  (m)         1046.37   (f) ADJ UNCH    1 2
 QP0204
 QP0204.Superseded values are not recommended for survey control.
 QP0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0204.See file dsdata.txt to determine how the superseded data were derived.
 QP0204
 QP0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL059475(NAD 83)
 QP0204_MARKER: DD = SURVEY DISK
 QP0204_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QP0204+WITH SETTING: PAVEMENT
 QP0204_SP_SET: LANDING
 QP0204_STAMPING: 7321 B 1974
 QP0204_MARK LOGO: MNDT  
 QP0204_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0204+STABILITY: SURFACE MOTION
 QP0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0204+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1990
 QP0204
 QP0204  HISTORY     - Date     Condition        Report By
 QP0204  HISTORY     - 1974     MONUMENTED       MNHD
 QP0204  HISTORY     - 19900808 GOOD             NGS
 QP0204  HISTORY     - 20050420 MARK NOT FOUND   MNDT
 QP0204
 QP0204                          STATION DESCRIPTION
 QP0204
 QP0204'DESCRIBED BY MN HIGHWAY DEPT 1974
 QP0204'IN ST CLOUD.
 QP0204'THE MARK IS LOCATED 0.5 MILES NORTH OF COUNTY ROAD 4 (EIGHTH STREET
 QP0204'NORTH) AT THE NORTH END OF FORTY-FOURTH AVENUE, 0.2 MILES EAST OF THE
 QP0204'VETERANS ADMINISTRATION HOSPITAL.  IT IS IN THE TOP STEP OF THE MAIN
 QP0204'(EAST) ENTRANCE TO THE STATE OF MINNESOTA DISTRICT OFFICE BUILDING,
 QP0204'1.3 FEET EAST OF THE GLASS WALL AND 1.0 FEET EAST OF A BRICK DIVIDER
 QP0204'AT THE CENTER OF THE ENTRANCE.  IT IS 2 FEET HIGHER THAN THE SIDEWALK
 QP0204'TO THE ENTRANCE AND CEMENTED IN A DRILL HOLE FLUSH WITH CONCRETE STEP.
 QP0204'SE 1/4 SECTION 4, T 124, R 28.
 QP0204
 QP0204                          STATION RECOVERY (1990)
 QP0204
 QP0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QP0204'IN ST. CLOUD, AT 3725 12TH STREET, IN THE LANDING AT THE EAST
 QP0204'ENTRANCE OF THE STATE OF MINNESOTA DISTRICT OFFICE, 26.4 M (86.6 FT)
 QP0204'NORTH-NORTHEAST OF A FLAGPOLE, 9.2 M (30.2 FT) WEST-NORTHWEST OF THE
 QP0204'EAST EDGE OF A SIDEWALK, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 QP0204'SIDEWALK, AND 0.3 M (1.0 FT) EAST-SOUTHEAST OF THE EAST FACE OF THE
 QP0204'BUILDING.
 QP0204
 QP0204                          STATION RECOVERY (2005)
 QP0204
 QP0204'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP0204'IN SAINT CLOUD, 0.5 MILES NORTH OF JUNCTION OF COUNTY ROAD 4 (EIGTH
 QP0204'STREET NORTH) AND 44TH AVENUE, AT NORTH END OF 44TH AVENUE, 0.2 MILES
 QP0204'EAST OF VETERANS ADMINISTRATION HOSPITAL, AT 3725 12TH STREET, IN TOP
 QP0204'STEP OF EAST ENTRANCE TO BUILDING, 86.6 FEET NORTH-NORTHEAST OF
 QP0204'FLAGPOLE, 30.2 FEET WEST-NORTHWEST OF EAST EDGE OF SIDEWALK, 1.3 FEET
 QP0204'EAST OF GLASS WALL, 1.0 FEET EAST OF BRICK DIVIDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7431 ***********************************************************************
 DH7431  DESIGNATION -  7321 C
 DH7431  PID         -  DH7431
 DH7431  STATE/COUNTY-  MN/STEARNS
 DH7431  USGS QUAD   -  ST CLOUD (1993)
 DH7431
 DH7431                         *CURRENT SURVEY CONTROL
 DH7431  ___________________________________________________________________
 DH7431* NAD 83(1996)-  45 33 13.62107(N)    094 12 16.87242(W)     ADJUSTED  
 DH7431* NAVD 88     -       323.65   (meters)    1061.8    (feet)  LEVELING  
 DH7431  ___________________________________________________________________
 DH7431  X           -    -328,037.772 (meters)                     COMP
 DH7431  Y           -  -4,462,027.389 (meters)                     COMP
 DH7431  Z           -   4,530,868.778 (meters)                     COMP
 DH7431  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 DH7431  ELLIP HEIGHT-         296.68  (meters)          (12/29/05) GPS OBS
 DH7431  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DH7431
 DH7431  HORZ ORDER  -  FIRST
 DH7431  VERT ORDER  -  THIRD ?
 DH7431  ELLP ORDER  -  FOURTH    CLASS I
 DH7431
 DH7431.The horizontal coordinates were established by GPS observations
 DH7431.and adjusted by the MN DEPT OF TRANSP in December 2005..
 DH7431
 DH7431.The orthometric height was determined by differential leveling.
 DH7431.The vertical network tie was performed by a horz. field party for horz.
 DH7431.obs reductions. Reset procedures were used to establish the elevation.
 DH7431
 DH7431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7431
 DH7431.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7431
 DH7431.The ellipsoidal height was determined by GPS observations
 DH7431.and is referenced to NAD 83.
 DH7431
 DH7431.The geoid height was determined by GEOID03.
 DH7431
 DH7431;                    North         East     Units Scale Factor Converg.
 DH7431;SPC MN C     -   161,552.796   803,538.270   MT  1.00001422   +0 01 58.0
 DH7431;UTM  15      - 5,045,177.495   405,971.449   MT  0.99970870   -0 51 36.4
 DH7431
 DH7431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7431!SPC MN C     -   0.99995349  x   1.00001422  =   0.99996771
 DH7431!UTM  15      -   0.99995349  x   0.99970870  =   0.99966220
 DH7431
 DH7431                          SUPERSEDED SURVEY CONTROL
 DH7431
 DH7431.No superseded survey control is available for this station.
 DH7431
 DH7431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0597145177(NAD 83)
 DH7431_MARKER: DD = SURVEY DISK
 DH7431_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH7431_STAMPING: 7321 C 2005
 DH7431_MARK LOGO: MNDT  
 DH7431_PROJECTION: RECESSED 8 CENTIMETERS
 DH7431_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7431+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH7431_ROD/PIPE-DEPTH: 12.2 meters
 DH7431
 DH7431  HISTORY     - Date     Condition        Report By
 DH7431  HISTORY     - 2005     MONUMENTED       MNDT
 DH7431
 DH7431                          STATION DESCRIPTION
 DH7431
 DH7431'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH7431'IN SAINT CLOUD, AT THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY
 DH7431'23 EAST IN SAINT CLOUD, AT TRUNK HIGHWAY 15 MILEPOST 150.65, 142.6 FEE
 DH7431'T NORTH OF WEST BOUND TRUNK HIGHWAY 23 EAST, 71.4 FEET EAST OF NORTHBO
 DH7431'UND TRUNK HIGHWAY 15,  39.3 FEET WEST OF BACK CURB IN PARKING LOT, 1.1
 DH7431'FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4423 ***********************************************************************
 DG4423  DESIGNATION -  7323 A
 DG4423  PID         -  DG4423
 DG4423  STATE/COUNTY-  MN/STEARNS
 DG4423  USGS QUAD   -  ALBANY (1979)
 DG4423
 DG4423                         *CURRENT SURVEY CONTROL
 DG4423  ___________________________________________________________________
 DG4423* NAD 83(1996)-  45 38 22.63581(N)    094 33 47.41876(W)     ADJUSTED  
 DG4423* NAVD 88     -       364.43   (meters)    1195.6    (feet)  LEVELING  
 DG4423  ___________________________________________________________________
 DG4423  X           -    -355,408.943 (meters)                     COMP
 DG4423  Y           -  -4,453,121.710 (meters)                     COMP
 DG4423  Z           -   4,537,573.877 (meters)                     COMP
 DG4423  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DG4423  ELLIP HEIGHT-         337.83  (meters)          (02/25/04) GPS OBS
 DG4423  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DG4423
 DG4423  HORZ ORDER  -  FIRST
 DG4423  VERT ORDER  -  THIRD ?
 DG4423  ELLP ORDER  -  THIRD     CLASS I
 DG4423
 DG4423.The horizontal coordinates were established by GPS observations
 DG4423.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4423
 DG4423.The orthometric height was determined by differential leveling.
 DG4423.The vertical network tie was performed by a horz. field party for horz.
 DG4423.obs reductions. Reset procedures were used to establish the elevation.
 DG4423
 DG4423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4423
 DG4423.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4423
 DG4423.The ellipsoidal height was determined by GPS observations
 DG4423.and is referenced to NAD 83.
 DG4423
 DG4423.The geoid height was determined by GEOID03.
 DG4423
 DG4423;                    North         East     Units Scale Factor Converg.
 DG4423;SPC MN C     -   171,140.364   775,583.845   MT  0.99999511   -0 13 35.6
 DG4423;UTM  15      - 5,055,196.463   378,176.904   MT  0.99978246   -1 07 03.9
 DG4423
 DG4423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4423!SPC MN C     -   0.99994704  x   0.99999511  =   0.99994215
 DG4423!UTM  15      -   0.99994704  x   0.99978246  =   0.99972951
 DG4423
 DG4423:                Primary Azimuth Mark                     Grid Az
 DG4423:SPC MN C     -  7323 B                                   345 40 39.5
 DG4423:UTM  15      -  7323 B                                   346 34 07.8
 DG4423
 DG4423|---------------------------------------------------------------------|
 DG4423| PID    Reference Object                     Distance      Geod. Az  |
 DG4423|                                                           dddmmss.s |
 DG4423| DG4424 7323 B                              APPROX. 1.4 KM 3452703.9 |
 DG4423|---------------------------------------------------------------------|
 DG4423
 DG4423                          SUPERSEDED SURVEY CONTROL
 DG4423
 DG4423.No superseded survey control is available for this station.
 DG4423
 DG4423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7817755196(NAD 83)
 DG4423_MARKER: DD = SURVEY DISK
 DG4423_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4423_STAMPING: 7323 A 2002
 DG4423_MARK LOGO: MNDT  
 DG4423_PROJECTION: RECESSED 8 CENTIMETERS
 DG4423_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4423+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG4423_ROD/PIPE-DEPTH:  6.1 meters
 DG4423
 DG4423  HISTORY     - Date     Condition        Report By
 DG4423  HISTORY     - 2002     MONUMENTED       MNDT
 DG4423
 DG4423                          STATION DESCRIPTION
 DG4423
 DG4423'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4423'THE MARK IS 1 MI (1.6 KM) NORTH OF ALBANY, 0.8 MI (1.3 KM) NORTH ALONG
 DG4423'TH 238 FROM JCT OF TH 238 AND CO RD 54 EAST IN ALBANY, AT TH 238 MP
 DG4423'1.60, 54 FT (16.5 M) WSW OF TH 238 (AT NORTH PARK ENT) , 79.5 FT (24.2
 DG4423'M) NORTH OF PARK ENT, 17.0 FT (5.2 M) WEST OF CABLE PEDESTAL, 26 FT
 DG4423'(7.9 M) SE OF BIKE PATH, 60 FT (18.3 M) SOUTH OF ENT, 2.2 FT (0.7 M)
 DG4423'SOUTH OF WIT POST.  THE MARK, A STANDARD MINNESOTA GEODETIC CONTROL
 DG4423'DISK SET ON TOP OF A 20 FT (6.1 M) DRIVEN ROD WITH A 3 FOOT (0.9 M)
 DG4423'STABILIZER FIN, IS RECESSED 3 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4424 ***********************************************************************
 DG4424  DESIGNATION -  7323 B
 DG4424  PID         -  DG4424
 DG4424  STATE/COUNTY-  MN/STEARNS
 DG4424  USGS QUAD   -  ALBANY (1979)
 DG4424
 DG4424                         *CURRENT SURVEY CONTROL
 DG4424  ___________________________________________________________________
 DG4424* NAD 83(1996)-  45 39 06.56620(N)    094 34 03.67567(W)     ADJUSTED  
 DG4424* NAVD 88     -       381.24   (meters)    1250.8    (feet)  LEVELING  
 DG4424  ___________________________________________________________________
 DG4424  X           -    -355,683.620 (meters)                     COMP
 DG4424  Y           -  -4,452,138.649 (meters)                     COMP
 DG4424  Z           -   4,538,534.122 (meters)                     COMP
 DG4424  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 DG4424  ELLIP HEIGHT-         354.65  (meters)          (02/25/04) GPS OBS
 DG4424  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DG4424
 DG4424  HORZ ORDER  -  FIRST
 DG4424  VERT ORDER  -  THIRD ?
 DG4424  ELLP ORDER  -  THIRD     CLASS I
 DG4424
 DG4424.The horizontal coordinates were established by GPS observations
 DG4424.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4424
 DG4424.The orthometric height was determined by differential leveling.
 DG4424.The vertical network tie was performed by a horz. field party for horz.
 DG4424.obs reductions. Reset procedures were used to establish the elevation.
 DG4424
 DG4424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4424
 DG4424.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4424
 DG4424.The ellipsoidal height was determined by GPS observations
 DG4424.and is referenced to NAD 83.
 DG4424
 DG4424.The geoid height was determined by GEOID03.
 DG4424
 DG4424;                    North         East     Units Scale Factor Converg.
 DG4424;SPC MN C     -   172,498.029   775,237.216   MT  0.99999257   -0 13 47.3
 DG4424;UTM  15      - 5,056,559.068   377,851.505   MT  0.99978344   -1 07 16.3
 DG4424
 DG4424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4424!SPC MN C     -   0.99994440  x   0.99999257  =   0.99993697
 DG4424!UTM  15      -   0.99994440  x   0.99978344  =   0.99972785
 DG4424
 DG4424:                Primary Azimuth Mark                     Grid Az
 DG4424:SPC MN C     -  7323 A                                   165 40 39.5
 DG4424:UTM  15      -  7323 A                                   166 34 08.5
 DG4424
 DG4424|---------------------------------------------------------------------|
 DG4424| PID    Reference Object                     Distance      Geod. Az  |
 DG4424|                                                           dddmmss.s |
 DG4424| DG4423 7323 A                              APPROX. 1.4 KM 1652652.2 |
 DG4424|---------------------------------------------------------------------|
 DG4424
 DG4424                          SUPERSEDED SURVEY CONTROL
 DG4424
 DG4424.No superseded survey control is available for this station.
 DG4424
 DG4424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7785256559(NAD 83)
 DG4424_MARKER: DD = SURVEY DISK
 DG4424_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4424_STAMPING: 7323 B 2002
 DG4424_MARK LOGO: MNDT  
 DG4424_PROJECTION: RECESSED 5 CENTIMETERS
 DG4424_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4424+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG4424_ROD/PIPE-DEPTH:  6.1 meters
 DG4424
 DG4424  HISTORY     - Date     Condition        Report By
 DG4424  HISTORY     - 2002     MONUMENTED       MNDT
 DG4424
 DG4424                          STATION DESCRIPTION
 DG4424
 DG4424'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4424'THE MARK IS 1.5 MI (2.4 KM) NORTH OF ALBANY, 1.7 MI (2.7 KM) NORTH
 DG4424'ALONG TH 238 FROM JCT OF TH 238 AND CO RD 54 EAST (RAILROAD AVE) IN
 DG4424'ALBANY, AT TH 238 MP 2.5, 31 FT (9.4 M) NE OF TH 238, 101 FT (30.8 M)
 DG4424'NW OF CREEK, 2.7 FT (0.8 M) SW OF FENCE COR POST, 2.2 FT (0.7 M) SW OF
 DG4424'WIT POST.  THE MARK, A STANDARD MINNESOTA GEODETIC CONTROL DISK SET ON
 DG4424'TOP OF A 20 FT (6.1 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN,
 DG4424'IS RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4425 ***********************************************************************
 DG4425  DESIGNATION -  7323 C
 DG4425  PID         -  DG4425
 DG4425  STATE/COUNTY-  MN/STEARNS
 DG4425  USGS QUAD   -  ALBANY (1979)
 DG4425
 DG4425                         *CURRENT SURVEY CONTROL
 DG4425  ___________________________________________________________________
 DG4425* NAD 83(1996)-  45 40 20.60533(N)    094 36 10.92912(W)     ADJUSTED  
 DG4425* NAVD 88     -       388.29   (meters)    1273.9    (feet)  LEVELING  
 DG4425  ___________________________________________________________________
 DG4425  X           -    -358,299.448 (meters)                     COMP
 DG4425  Y           -  -4,450,293.556 (meters)                     COMP
 DG4425  Z           -   4,540,136.816 (meters)                     COMP
 DG4425  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DG4425  ELLIP HEIGHT-         361.71  (meters)          (02/25/04) GPS OBS
 DG4425  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DG4425
 DG4425  HORZ ORDER  -  FIRST
 DG4425  VERT ORDER  -  THIRD ?
 DG4425  ELLP ORDER  -  THIRD     CLASS I
 DG4425
 DG4425.The horizontal coordinates were established by GPS observations
 DG4425.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4425
 DG4425.The orthometric height was determined by differential leveling.
 DG4425.The vertical network tie was performed by a horz. field party for horz.
 DG4425.obs reductions. Reset procedures were used to establish the elevation.
 DG4425
 DG4425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4425
 DG4425.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4425
 DG4425.The ellipsoidal height was determined by GPS observations
 DG4425.and is referenced to NAD 83.
 DG4425
 DG4425.The geoid height was determined by GEOID03.
 DG4425
 DG4425;                    North         East     Units Scale Factor Converg.
 DG4425;SPC MN C     -   174,795.500   772,492.139   MT  0.99998839   -0 15 19.4
 DG4425;UTM  15      - 5,058,898.495   375,143.054   MT  0.99979166   -1 08 48.8
 DG4425
 DG4425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4425!SPC MN C     -   0.99994330  x   0.99998839  =   0.99993169
 DG4425!UTM  15      -   0.99994330  x   0.99979166  =   0.99973497
 DG4425
 DG4425:                Primary Azimuth Mark                     Grid Az
 DG4425:SPC MN C     -  7323 D                                   356 45 05.3
 DG4425:UTM  15      -  7323 D                                   357 38 34.7
 DG4425
 DG4425|---------------------------------------------------------------------|
 DG4425| PID    Reference Object                     Distance      Geod. Az  |
 DG4425|                                                           dddmmss.s |
 DG4425| DG4426 7323 D                              APPROX. 1.6 KM 3562945.9 |
 DG4425|---------------------------------------------------------------------|
 DG4425
 DG4425                          SUPERSEDED SURVEY CONTROL
 DG4425
 DG4425.No superseded survey control is available for this station.
 DG4425
 DG4425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7514358898(NAD 83)
 DG4425_MARKER: DD = SURVEY DISK
 DG4425_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4425_STAMPING: 7323 C 2002
 DG4425_MARK LOGO: MNDT  
 DG4425_PROJECTION: RECESSED 8 CENTIMETERS
 DG4425_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4425+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG4425_ROD/PIPE-DEPTH:  6.1 meters
 DG4425
 DG4425  HISTORY     - Date     Condition        Report By
 DG4425  HISTORY     - 2002     MONUMENTED       MNDT
 DG4425
 DG4425                          STATION DESCRIPTION
 DG4425
 DG4425'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4425'THE MARK IS 1 MI (1.6 KM) SE OF ST ANTHONY, 1 MI (1.6 KM) SOUTH ALONG
 DG4425'TH 238 FROM JCT OF TH 238 AND CO RD 38 IN ST ANTHONY, AT TH 238 MP
 DG4425'5.10, 0.05 MI (0.08 KM) WEST ON CO RD 39, 65 FT (19.8 M) SOUTH OF CO
 DG4425'RD 39, 23 FT (7.0 M) EAST OF DRIVEWAY, 59.9 FT (18.3 M) NNW OF P-POLE,
 DG4425'204 FT (62.2 M) SW OF TH 238, 1.8 FT (0.5 M) NORTH OF WIT POST.  THE
 DG4425'MARK, A STANDARD MINNESOTA GEODETIC CONTROL DISK SET ON TOP OF A 20 FT
 DG4425'(6.1 M) DRIVEN ROD WITH A 3 FOOT (0.9 M) STABILIZER FIN, IS RECESSED 3
 DG4425'INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4426 ***********************************************************************
 DG4426  DESIGNATION -  7323 D
 DG4426  PID         -  DG4426
 DG4426  STATE/COUNTY-  MN/STEARNS
 DG4426  USGS QUAD   -  ALBANY (1979)
 DG4426
 DG4426                         *CURRENT SURVEY CONTROL
 DG4426  ___________________________________________________________________
 DG4426* NAD 83(1996)-  45 41 13.34739(N)    094 36 15.53688(W)     ADJUSTED  
 DG4426* NAVD 88     -       386.7    (meters)    1269.     (feet)  GPS OBS   
 DG4426  ___________________________________________________________________
 DG4426  X           -    -358,305.253 (meters)                     COMP
 DG4426  Y           -  -4,449,123.185 (meters)                     COMP
 DG4426  Z           -   4,541,273.447 (meters)                     COMP
 DG4426  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 DG4426  ELLIP HEIGHT-         360.17  (meters)          (02/25/04) GPS OBS
 DG4426  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 DG4426
 DG4426  HORZ ORDER  -  FIRST
 DG4426  ELLP ORDER  -  THIRD     CLASS I
 DG4426
 DG4426.The horizontal coordinates were established by GPS observations
 DG4426.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4426
 DG4426.The orthometric height was determined by GPS observations and a
 DG4426.high-resolution geoid model.
 DG4426
 DG4426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4426
 DG4426.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4426
 DG4426.The ellipsoidal height was determined by GPS observations
 DG4426.and is referenced to NAD 83.
 DG4426
 DG4426.The geoid height was determined by GEOID03.
 DG4426
 DG4426;                    North         East     Units Scale Factor Converg.
 DG4426;SPC MN C     -   176,424.247   772,399.694   MT  0.99998549   -0 15 22.7
 DG4426;UTM  15      - 5,060,528.164   375,075.979   MT  0.99979187   -1 08 53.1
 DG4426
 DG4426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4426!SPC MN C     -   0.99994354  x   0.99998549  =   0.99992903
 DG4426!UTM  15      -   0.99994354  x   0.99979187  =   0.99973542
 DG4426
 DG4426:                Primary Azimuth Mark                     Grid Az
 DG4426:SPC MN C     -  7323 C                                   176 45 05.3
 DG4426:UTM  15      -  7323 C                                   177 38 35.7
 DG4426
 DG4426|---------------------------------------------------------------------|
 DG4426| PID    Reference Object                     Distance      Geod. Az  |
 DG4426|                                                           dddmmss.s |
 DG4426| DG4425 7323 C                              APPROX. 1.6 KM 1762942.6 |
 DG4426|---------------------------------------------------------------------|
 DG4426
 DG4426                          SUPERSEDED SURVEY CONTROL
 DG4426
 DG4426.No superseded survey control is available for this station.
 DG4426
 DG4426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7507660528(NAD 83)
 DG4426_MARKER: DD = SURVEY DISK
 DG4426_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4426_STAMPING: 7323 D 2002
 DG4426_MARK LOGO: MNDT  
 DG4426_PROJECTION: FLUSH
 DG4426_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4426+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG4426_ROD/PIPE-DEPTH:  3.0 meters
 DG4426
 DG4426  HISTORY     - Date     Condition        Report By
 DG4426  HISTORY     - 2002     MONUMENTED       MNDT
 DG4426
 DG4426                          STATION DESCRIPTION
 DG4426
 DG4426'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4426'THE MARK IS 0.5 MI (0.8 KM) EAST OF ST ANTHONY, 0.4 MI (0.6 KM) EAST
 DG4426'ALONG CO RD 38 FROM JCT OF CO RD 38 AND CO RD 153 IN ST ANTHONY, AT TH
 DG4426'238 MP 6.1, 95.6 FT (29.1 M) WEST OF TH 238, 49 FT (14.9 M) NORTH OF
 DG4426'CO RD 38, 49.3 FT (15.0 M) NE OF P-POLE, 16 FT (4.9 M) EAST OF ENT,
 DG4426'3.8 FT (1.2 M) SOUTH OF WIT POST.  THE MARK, A STANDARD MINNESOTA
 DG4426'GEODETIC CONTROL DISK SET ON TOP OF A 10 FT (3.0 M) DRIVEN ROD WITH A
 DG4426'3 FOOT (0.9 M) STABILIZER FIN, IS FLUSH, MAGNETIC, AND SUITABLE FOR
 DG4426'GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4427 ***********************************************************************
 DG4427  DESIGNATION -  7323 E
 DG4427  PID         -  DG4427
 DG4427  STATE/COUNTY-  MN/STEARNS
 DG4427  USGS QUAD   -  ALBANY (1979)
 DG4427
 DG4427                         *CURRENT SURVEY CONTROL
 DG4427  ___________________________________________________________________
 DG4427* NAD 83(1996)-  45 42 57.80125(N)    094 35 54.66770(W)     ADJUSTED  
 DG4427* NAVD 88     -       390.19   (meters)    1280.1    (feet)  LEVELING  
 DG4427  ___________________________________________________________________
 DG4427  X           -    -357,670.240 (meters)                     COMP
 DG4427  Y           -  -4,446,861.029 (meters)                     COMP
 DG4427  Z           -   4,543,528.289 (meters)                     COMP
 DG4427  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 DG4427  ELLIP HEIGHT-         363.62  (meters)          (02/25/04) GPS OBS
 DG4427  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 DG4427
 DG4427  HORZ ORDER  -  FIRST
 DG4427  VERT ORDER  -  THIRD ?
 DG4427  ELLP ORDER  -  THIRD     CLASS I
 DG4427
 DG4427.The horizontal coordinates were established by GPS observations
 DG4427.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4427
 DG4427.The orthometric height was determined by differential leveling.
 DG4427.The vertical network tie was performed by a horz. field party for horz.
 DG4427.obs reductions. Reset procedures were used to establish the elevation.
 DG4427
 DG4427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4427
 DG4427.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4427
 DG4427.The ellipsoidal height was determined by GPS observations
 DG4427.and is referenced to NAD 83.
 DG4427
 DG4427.The geoid height was determined by GEOID03.
 DG4427
 DG4427;                    North         East     Units Scale Factor Converg.
 DG4427;SPC MN C     -   179,647.038   772,865.452   MT  0.99997995   -0 15 07.6
 DG4427;UTM  15      - 5,063,742.698   375,591.758   MT  0.99979028   -1 08 40.2
 DG4427
 DG4427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4427!SPC MN C     -   0.99994300  x   0.99997995  =   0.99992295
 DG4427!UTM  15      -   0.99994300  x   0.99979028  =   0.99973329
 DG4427
 DG4427                          SUPERSEDED SURVEY CONTROL
 DG4427
 DG4427.No superseded survey control is available for this station.
 DG4427
 DG4427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7559263743(NAD 83)
 DG4427_MARKER: DD = SURVEY DISK
 DG4427_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4427_STAMPING: 7323 E 2002
 DG4427_MARK LOGO: MNDT  
 DG4427_PROJECTION: FLUSH
 DG4427_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4427+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG4427_ROD/PIPE-DEPTH: 10.7 meters
 DG4427
 DG4427  HISTORY     - Date     Condition        Report By
 DG4427  HISTORY     - 2002     MONUMENTED       MNDT
 DG4427
 DG4427                          STATION DESCRIPTION
 DG4427
 DG4427'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4427'THE MARK IS 2 MI (3.2 KM) NE OF ST ANTHONY, 2.1 MI (3.4 KM) NE ALONG
 DG4427'TH 238 FROM JCT OF TH 238 AND CO RD 38 IN ST ANTHONY, AT TH 238 MP
 DG4427'8.2, 33 FT (10.1 M) ESE OF TH 238, 23 FT (7.0 M) NORTH OF DRIVEWAY NO
 DG4427'40962, 3.9 FT (1.2 M) SSW OF CABLE PEDESTAL, 34 FT (10.4 M) NORTH OF
 DG4427'410TH ST EXTENDED, 1.8 FT (0.5 M) ESE OF WIT POST.  THE MARK, A
 DG4427'STANDARD MINNESOTA GEODETIC CONTROL DISK SET ON TOP OF A 35 FT (10.7
 DG4427'M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER, IS FLUSH, MAGNETIC, AND
 DG4427'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4428 ***********************************************************************
 DG4428  DESIGNATION -  7323 F
 DG4428  PID         -  DG4428
 DG4428  STATE/COUNTY-  MN/STEARNS
 DG4428  USGS QUAD   -  ALBANY (1979)
 DG4428
 DG4428                         *CURRENT SURVEY CONTROL
 DG4428  ___________________________________________________________________
 DG4428* NAD 83(1996)-  45 43 50.71470(N)    094 35 06.78907(W)     ADJUSTED  
 DG4428* NAVD 88     -       388.55   (meters)    1274.8    (feet)  LEVELING  
 DG4428  ___________________________________________________________________
 DG4428  X           -    -356,544.415 (meters)                     COMP
 DG4428  Y           -  -4,445,776.823 (meters)                     COMP
 DG4428  Z           -   4,544,667.670 (meters)                     COMP
 DG4428  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DG4428  ELLIP HEIGHT-         361.99  (meters)          (02/25/04) GPS OBS
 DG4428  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 DG4428
 DG4428  HORZ ORDER  -  FIRST
 DG4428  VERT ORDER  -  THIRD ?
 DG4428  ELLP ORDER  -  THIRD     CLASS I
 DG4428
 DG4428.The horizontal coordinates were established by GPS observations
 DG4428.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4428
 DG4428.The orthometric height was determined by differential leveling.
 DG4428.The vertical network tie was performed by a horz. field party for horz.
 DG4428.obs reductions. Reset procedures were used to establish the elevation.
 DG4428
 DG4428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4428
 DG4428.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4428
 DG4428.The ellipsoidal height was determined by GPS observations
 DG4428.and is referenced to NAD 83.
 DG4428
 DG4428.The geoid height was determined by GEOID03.
 DG4428
 DG4428;                    North         East     Units Scale Factor Converg.
 DG4428;SPC MN C     -   181,276.162   773,907.825   MT  0.99997723   -0 14 33.0
 DG4428;UTM  15      - 5,065,355.079   376,659.180   MT  0.99978703   -1 08 07.0
 DG4428
 DG4428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4428!SPC MN C     -   0.99994325  x   0.99997723  =   0.99992048
 DG4428!UTM  15      -   0.99994325  x   0.99978703  =   0.99973029
 DG4428
 DG4428:                Primary Azimuth Mark                     Grid Az
 DG4428:SPC MN C     -  7323 G                                   357 37 18.3
 DG4428:UTM  15      -  7323 G                                   358 30 52.3
 DG4428
 DG4428|---------------------------------------------------------------------|
 DG4428| PID    Reference Object                     Distance      Geod. Az  |
 DG4428|                                                           dddmmss.s |
 DG4428| DG4429 7323 G                              APPROX. 1.6 KM 3572245.3 |
 DG4428|---------------------------------------------------------------------|
 DG4428
 DG4428                          SUPERSEDED SURVEY CONTROL
 DG4428
 DG4428.No superseded survey control is available for this station.
 DG4428
 DG4428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7665965355(NAD 83)
 DG4428_MARKER: DD = SURVEY DISK
 DG4428_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4428_STAMPING: 7323 F 2002
 DG4428_MARK LOGO: MNDT  
 DG4428_PROJECTION: RECESSED 3 CENTIMETERS
 DG4428_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4428+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG4428_ROD/PIPE-DEPTH:  9.1 meters
 DG4428
 DG4428  HISTORY     - Date     Condition        Report By
 DG4428  HISTORY     - 2002     MONUMENTED       MNDT
 DG4428
 DG4428                          STATION DESCRIPTION
 DG4428
 DG4428'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4428'THE MARK IS 3 MI (4.8 KM) NE OF ST ANTHONY, 3.35 MI (5.39 KM) NE ALONG
 DG4428'TH 238 FROM JCT OF TH 238 AND CO RD 38 IN ST ANTHONY, AT TH 238 MP
 DG4428'9.40, 0.05 MI (0.08 KM) EAST ON CO RD 17, 41 FT (12.5 M) NORTH OF CO
 DG4428'RD 17, 125.2 FT (38.2 M) SE OF TH 238, 82.4 FT (25.1 M) WNW OF P-POLE,
 DG4428'125.  5 FT (1.5 M) WEST OF ROAD NORTH, 2.8 FT (0.9 M) NORTH OF WIT
 DG4428'POST.  THE MARK, A STANDARD MINNESOTA GEODETIC CONTROL DISK SET ON TOP
 DG4428'OF A 30 FT (9.1 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS
 DG4428'RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4429 ***********************************************************************
 DG4429  DESIGNATION -  7323 G
 DG4429  PID         -  DG4429
 DG4429  STATE/COUNTY-  MN/STEARNS
 DG4429  USGS QUAD   -  ALBANY (1979)
 DG4429
 DG4429                         *CURRENT SURVEY CONTROL
 DG4429  ___________________________________________________________________
 DG4429* NAD 83(1996)-  45 44 42.67514(N)    094 35 10.18606(W)     ADJUSTED  
 DG4429* NAVD 88     -       382.06   (meters)    1253.5    (feet)  LEVELING  
 DG4429  ___________________________________________________________________
 DG4429  X           -    -356,525.404 (meters)                     COMP
 DG4429  Y           -  -4,444,621.183 (meters)                     COMP
 DG4429  Z           -   4,545,782.746 (meters)                     COMP
 DG4429  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 DG4429  ELLIP HEIGHT-         355.51  (meters)          (02/25/04) GPS OBS
 DG4429  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DG4429
 DG4429  HORZ ORDER  -  FIRST
 DG4429  VERT ORDER  -  THIRD ?
 DG4429  ELLP ORDER  -  THIRD     CLASS I
 DG4429
 DG4429.The horizontal coordinates were established by GPS observations
 DG4429.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4429
 DG4429.The orthometric height was determined by differential leveling.
 DG4429.The vertical network tie was performed by a horz. field party for horz.
 DG4429.obs reductions. Reset procedures were used to establish the elevation.
 DG4429
 DG4429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4429
 DG4429.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4429
 DG4429.The ellipsoidal height was determined by GPS observations
 DG4429.and is referenced to NAD 83.
 DG4429
 DG4429.The geoid height was determined by GEOID03.
 DG4429
 DG4429;                    North         East     Units Scale Factor Converg.
 DG4429;SPC MN C     -   182,880.644   773,841.187   MT  0.99997463   -0 14 35.4
 DG4429;UTM  15      - 5,066,960.102   376,617.562   MT  0.99978716   -1 08 10.4
 DG4429
 DG4429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4429!SPC MN C     -   0.99994427  x   0.99997463  =   0.99991890
 DG4429!UTM  15      -   0.99994427  x   0.99978716  =   0.99973144
 DG4429
 DG4429:                Primary Azimuth Mark                     Grid Az
 DG4429:SPC MN C     -  7323 F                                   177 37 18.2
 DG4429:UTM  15      -  7323 F                                   178 30 53.2
 DG4429
 DG4429|---------------------------------------------------------------------|
 DG4429| PID    Reference Object                     Distance      Geod. Az  |
 DG4429|                                                           dddmmss.s |
 DG4429| DG4428 7323 F                              APPROX. 1.6 KM 1772242.8 |
 DG4429|---------------------------------------------------------------------|
 DG4429
 DG4429                          SUPERSEDED SURVEY CONTROL
 DG4429
 DG4429.No superseded survey control is available for this station.
 DG4429
 DG4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7661866960(NAD 83)
 DG4429_MARKER: DD = SURVEY DISK
 DG4429_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG4429+WITH SETTING: INFORMATION.
 DG4429_STAMPING: 7323 G 2002
 DG4429_MARK LOGO: MNDT  
 DG4429_PROJECTION: RECESSED 5 CENTIMETERS
 DG4429_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4429+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG4429_ROD/PIPE-DEPTH:  2.7 meters
 DG4429
 DG4429  HISTORY     - Date     Condition        Report By
 DG4429  HISTORY     - 2002     MONUMENTED       MNDT
 DG4429
 DG4429                          STATION DESCRIPTION
 DG4429
 DG4429'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4429'THE MARK IS 1 MI (1.6 KM) SOUTH OF ST.  FRANCIS, 1.1 MI (1.8 KM) SOUTH
 DG4429'ALONG TH 238 FROM JCT OF TH 238 AND 440TH ST IN ST.  FRANCIS, AT TH
 DG4429'238 MP 10.35, 0.05 MI (0.08 KM) WEST ON 430TH ST, 23 FT (7.0 M) NORTH
 DG4429'OF 430TH ST, 27.5 FT (8.4 M) WEST OF TH 238, 16.0 FT (4.9 M) SE OF
 DG4429'P-POLE, 1.9 FT (0.6 M) SOUTH OF WIT POST.  THE MARK, A STANDARD
 DG4429'MINNESOTA GEODETIC CONTROL DISK SET ON A 9 FT (2.7 M) ROD DRIVEN TO
 DG4429'REFUSAL WITH A 3 FT (0.9 M) STABILIZER FIN, IS RECESSED 2 INCH,
 DG4429'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4430 ***********************************************************************
 DG4430  DESIGNATION -  7323 H
 DG4430  PID         -  DG4430
 DG4430  STATE/COUNTY-  MN/STEARNS
 DG4430  USGS QUAD   -  UPSALA (1978)
 DG4430
 DG4430                         *CURRENT SURVEY CONTROL
 DG4430  ___________________________________________________________________
 DG4430* NAD 83(1996)-  45 46 26.98588(N)    094 35 08.73938(W)     ADJUSTED  
 DG4430* NAVD 88     -       382.18   (meters)    1253.9    (feet)  LEVELING  
 DG4430  ___________________________________________________________________
 DG4430  X           -    -356,309.761 (meters)                     COMP
 DG4430  Y           -  -4,442,323.790 (meters)                     COMP
 DG4430  Z           -   4,548,029.792 (meters)                     COMP
 DG4430  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 DG4430  ELLIP HEIGHT-         355.62  (meters)          (02/25/04) GPS OBS
 DG4430  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 DG4430
 DG4430  HORZ ORDER  -  FIRST
 DG4430  VERT ORDER  -  THIRD ?
 DG4430  ELLP ORDER  -  THIRD     CLASS I
 DG4430
 DG4430.The horizontal coordinates were established by GPS observations
 DG4430.and adjusted by the MN DEPT OF TRANSP in February 2004..
 DG4430
 DG4430.The orthometric height was determined by differential leveling.
 DG4430.The vertical network tie was performed by a horz. field party for horz.
 DG4430.obs reductions. Reset procedures were used to establish the elevation.
 DG4430
 DG4430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4430
 DG4430.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG4430
 DG4430.The ellipsoidal height was determined by GPS observations
 DG4430.and is referenced to NAD 83.
 DG4430
 DG4430.The geoid height was determined by GEOID03.
 DG4430
 DG4430;                    North         East     Units Scale Factor Converg.
 DG4430;SPC MN C     -   186,100.889   773,886.110   MT  0.99996960   -0 14 34.4
 DG4430;UTM  15      - 5,070,178.659   376,712.668   MT  0.99978687   -1 08 11.4
 DG4430
 DG4430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4430!SPC MN C     -   0.99994425  x   0.99996960  =   0.99991385
 DG4430!UTM  15      -   0.99994425  x   0.99978687  =   0.99973113
 DG4430
 DG4430                          SUPERSEDED SURVEY CONTROL
 DG4430
 DG4430.No superseded survey control is available for this station.
 DG4430
 DG4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7671370179(NAD 83)
 DG4430_MARKER: DD = SURVEY DISK
 DG4430_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4430_STAMPING: 7323 H 2002
 DG4430_MARK LOGO: MNDT  
 DG4430_PROJECTION: FLUSH
 DG4430_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4430+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG4430_ROD/PIPE-DEPTH:  6.1 meters
 DG4430
 DG4430  HISTORY     - Date     Condition        Report By
 DG4430  HISTORY     - 2002     MONUMENTED       MNDT
 DG4430
 DG4430                          STATION DESCRIPTION
 DG4430
 DG4430'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4430'THE MARK IS 1 MI (1.6 KM) NORTH OF ST FRANCIS, 1.05 MI (1.69 KM) NORTH
 DG4430'ALONG TH 238 FROM JCT OF TH 238 AND 440TH ST IN ST FRANCIS, AT TH 238
 DG4430'MP 12.40, 0.1 MI (0.2 KM) NORTH ON BARREL RD, 47 FT (14.3 M) WEST OF
 DG4430'BARREL RD, 41 FT (12.5 M) SOUTH OF DEAD END RD, 17.0 FT (5.2 M) SW OF
 DG4430'P-POLE, 41 FT (12.5 M) SOUTH OF EXTENDED DRIVEWAY NO 1052, 2.4 FT (0.7
 DG4430'M) WEST OF WIT POST.  THE MARK, A STANDARD MINNESOTA GEODETIC CONTROL
 DG4430'DISK SET ON TOP OF A 20 FT (6.1 M) DRIVEN ROD WITH A 3 FT (0.9 M)
 DG4430'STABILIZER FIN, IS FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5731 ***********************************************************************
 DE5731  DESIGNATION -  7325 A
 DE5731  PID         -  DE5731
 DE5731  STATE/COUNTY-  MN/STEARNS
 DE5731  USGS QUAD   -  PAYNESVILLE (1967)
 DE5731
 DE5731                         *CURRENT SURVEY CONTROL
 DE5731  ___________________________________________________________________
 DE5731* NAD 83(1996)-  45 22 32.22640(N)    094 42 42.51327(W)     ADJUSTED  
 DE5731* NAVD 88     -       357.04   (meters)    1171.4    (feet)  LEVELING  
 DE5731  ___________________________________________________________________
 DE5731  X           -    -368,679.055 (meters)                     COMP
 DE5731  Y           -  -4,473,040.467 (meters)                     COMP
 DE5731  Z           -   4,517,004.310 (meters)                     COMP
 DE5731  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 DE5731  ELLIP HEIGHT-         330.23  (meters)          (06/26/02) GPS OBS
 DE5731  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DE5731
 DE5731  HORZ ORDER  -  FIRST
 DE5731  VERT ORDER  -  THIRD ?
 DE5731  ELLP ORDER  -  FOURTH    CLASS I
 DE5731
 DE5731.The horizontal coordinates were established by GPS observations
 DE5731.and adjusted by the MN DEPT OF TRANSP in June 2002..
 DE5731
 DE5731.The orthometric height was determined by differential leveling.
 DE5731.The vertical network tie was performed by a horz. field party for horz.
 DE5731.obs reductions. Reset procedures were used to establish the elevation.
 DE5731
 DE5731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5731
 DE5731.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5731
 DE5731.The ellipsoidal height was determined by GPS observations
 DE5731.and is referenced to NAD 83.
 DE5731
 DE5731.The geoid height was determined by GEOID03.
 DE5731
 DE5731;                    North         East     Units Scale Factor Converg.
 DE5731;SPC MN C     -   141,855.086   763,824.499   MT  1.00006093   -0 20 02.6
 DE5731;UTM  15      - 5,026,103.472   365,967.905   MT  0.99982088   -1 13 06.7
 DE5731
 DE5731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5731!SPC MN C     -   0.99994823  x   1.00006093  =   1.00000916
 DE5731!UTM  15      -   0.99994823  x   0.99982088  =   0.99976912
 DE5731
 DE5731                          SUPERSEDED SURVEY CONTROL
 DE5731
 DE5731.No superseded survey control is available for this station.
 DE5731
 DE5731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6596826103(NAD 83)
 DE5731_MARKER: DD = SURVEY DISK
 DE5731_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5731_STAMPING: 7325 A 2001
 DE5731_MARK LOGO: MNDT  
 DE5731_PROJECTION: RECESSED 8 CENTIMETERS
 DE5731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5731+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2004
 DE5731_ROD/PIPE-DEPTH:  3.0 meters
 DE5731
 DE5731  HISTORY     - Date     Condition        Report By
 DE5731  HISTORY     - 2001     MONUMENTED       MNDT
 DE5731  HISTORY     - 20011115 GOOD             MNDT
 DE5731  HISTORY     - 20020129 GOOD             MNDT
 DE5731  HISTORY     - 20040413 GOOD             MNDT
 DE5731
 DE5731                          STATION DESCRIPTION
 DE5731
 DE5731'DESCRIBED BY MN DEPT OF TRANSP 2001 (KB)
 DE5731'RECOVERED AS DESCRIBED IN HEDEN, TH 55 FROM EDEN VALLEY TO
 DE5731'PAYNESVILLE.  0.35 MI (0.56 KM) SOUTH OF TH 23 ON TH 124 IN
 DE5731'PAYNESVILLE, 43.4 FT (13.2 M) EAST OF TH 124, 15.5 FT (4.7 M) SOUTH OF
 DE5731'POLE NO 35, 126 FT (38.4 M) EAST OF NE CORNER OF CHURCH, 134.8 FT
 DE5731'(41.1 M) NORTH OF P-POLE, 2.9 NORTH OF WITNESS POST, RECESSED 2
 DE5731'INCHES.
 DE5731
 DE5731                          STATION RECOVERY (2002)
 DE5731
 DE5731'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE5731'THE MARK IS IN THE SOUTH OF PAYNESVILLE, 0.35 MI (0.56 KM) SOUTH ALONG
 DE5731'TH 124 FROM JCT OF TH 23, 43.4 FT (13.2 M) EAST OF TH 124, 15.5 FT
 DE5731'(4.7 M) SOUTH OF P-POLE NO 35, 126.0 FT (38.4 M) EAST OF NE CORNER OF
 DE5731'CALVARY BAPTIST CHURCH, 134.8 FT (41.1 M) NORTH OF P-POLE, 2.9 FT (0.9
 DE5731'M) NORTH OF WIT POST.
 DE5731
 DE5731                          STATION RECOVERY (2004)
 DE5731
 DE5731'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (GWO)
 DE5731'IN SOUTH PART OF PAYNESVILLE, 0.35 MILE SOUTH ALONG COUNTY ROAD
 DE5731'66(LAKE AVE) FROM JUNCTION OF TRUNK HIGHWAY 23 IN PAYNESVILLE, 43.4
 DE5731'FEET EAST OF LAKE AVE(COUNTY ROAD 66), 15.5 FEET SOUTH OF POWER POLE
 DE5731'NUMBER 35, 126.0 FEET EAST OF NORTHEAST CORNER OF CALVARY BAPTIST
 DE5731'CHURCH, 134.8 FEET NORTH OF POWER POLE, 2.9 FEET NORTH OF WITNESS
 DE5731'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7141 ***********************************************************************
 DE7141  DESIGNATION -  7326 B
 DE7141  PID         -  DE7141
 DE7141  STATE/COUNTY-  MN/STEARNS
 DE7141  USGS QUAD   -  RICHMOND (1967)
 DE7141
 DE7141                         *CURRENT SURVEY CONTROL
 DE7141  ___________________________________________________________________
 DE7141* NAD 83(1996)-  45 25 13.60158(N)    094 30 56.53492(W)     ADJUSTED  
 DE7141* NAVD 88     -       332.99   (meters)    1092.5    (feet)  LEVELING  
 DE7141  ___________________________________________________________________
 DE7141  X           -    -353,086.517 (meters)                     COMP
 DE7141  Y           -  -4,470,722.919 (meters)                     COMP
 DE7141  Z           -   4,520,485.574 (meters)                     COMP
 DE7141  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 DE7141  ELLIP HEIGHT-         306.14  (meters)          (09/10/02) GPS OBS
 DE7141  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DE7141
 DE7141  HORZ ORDER  -  FIRST
 DE7141  VERT ORDER  -  THIRD ?
 DE7141  ELLP ORDER  -  FOURTH    CLASS I
 DE7141
 DE7141.The horizontal coordinates were established by GPS observations
 DE7141.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7141
 DE7141.The orthometric height was determined by differential leveling.
 DE7141.The vertical network tie was performed by a horz. field party for horz.
 DE7141.obs reductions. Reset procedures were used to establish the elevation.
 DE7141
 DE7141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7141
 DE7141.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7141
 DE7141.The ellipsoidal height was determined by GPS observations
 DE7141.and is referenced to NAD 83.
 DE7141
 DE7141.The geoid height was determined by GEOID03.
 DE7141
 DE7141;                    North         East     Units Scale Factor Converg.
 DE7141;SPC MN C     -   146,766.770   779,202.888   MT  1.00004828   -0 11 31.9
 DE7141;UTM  15      - 5,030,775.565   381,416.417   MT  0.99977289   -1 04 47.0
 DE7141
 DE7141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7141!SPC MN C     -   0.99995201  x   1.00004828  =   1.00000028
 DE7141!UTM  15      -   0.99995201  x   0.99977289  =   0.99972491
 DE7141
 DE7141:                Primary Azimuth Mark                     Grid Az
 DE7141:SPC MN C     -  7326 C                                   180 13 22.9
 DE7141:UTM  15      -  7326 C                                   181 06 38.0
 DE7141
 DE7141|---------------------------------------------------------------------|
 DE7141| PID    Reference Object                     Distance      Geod. Az  |
 DE7141|                                                           dddmmss.s |
 DE7141| DE7142 7326 C                              APPROX. 0.8 KM 1800151.0 |
 DE7141|---------------------------------------------------------------------|
 DE7141
 DE7141                          SUPERSEDED SURVEY CONTROL
 DE7141
 DE7141.No superseded survey control is available for this station.
 DE7141
 DE7141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8141630776(NAD 83)
 DE7141_MARKER: DD = SURVEY DISK
 DE7141_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7141_STAMPING: 7326 B 2001
 DE7141_MARK LOGO: MNDT  
 DE7141_PROJECTION: RECESSED 10 CENTIMETERS
 DE7141_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7141+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE7141_ROD/PIPE-DEPTH: 22.9 meters
 DE7141
 DE7141  HISTORY     - Date     Condition        Report By
 DE7141  HISTORY     - 2001     MONUMENTED       MNDT
 DE7141
 DE7141                          STATION DESCRIPTION
 DE7141
 DE7141'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DE7141'THE MARK IS 2.2 MI (3.5 KM) SOUTH ALONG TH 22 FROM JCT OF 23 IN
 DE7141'RICHMOND, AT TH 22 MP 164.95, 24.7 FT (7.5 M) ESE OF TH 22, 9.0 FT
 DE7141'(2.7 M) NNE OF EAST LEG OF SCHOOL BUS STOP AHEAD SIGN, 129.5 FT (39.5
 DE7141'M) SSW OF TEL PEDESTAL NO 617A6, 2.5 FT (0.8 M) SSW OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7142 ***********************************************************************
 DE7142  DESIGNATION -  7326 C
 DE7142  PID         -  DE7142
 DE7142  STATE/COUNTY-  MN/STEARNS
 DE7142  USGS QUAD   -  RICHMOND (1967)
 DE7142
 DE7142                         *CURRENT SURVEY CONTROL
 DE7142  ___________________________________________________________________
 DE7142* NAD 83(1996)-  45 24 46.56152(N)    094 30 56.55558(W)     ADJUSTED  
 DE7142* NAVD 88     -       345.26   (meters)    1132.7    (feet)  LEVELING  
 DE7142  ___________________________________________________________________
 DE7142  X           -    -353,134.455 (meters)                     COMP
 DE7142  Y           -  -4,471,324.193 (meters)                     COMP
 DE7142  Z           -   4,519,908.289 (meters)                     COMP
 DE7142  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 DE7142  ELLIP HEIGHT-         318.38  (meters)          (09/10/02) GPS OBS
 DE7142  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DE7142
 DE7142  HORZ ORDER  -  FIRST
 DE7142  VERT ORDER  -  THIRD ?
 DE7142  ELLP ORDER  -  FOURTH    CLASS I
 DE7142
 DE7142.The horizontal coordinates were established by GPS observations
 DE7142.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7142
 DE7142.The orthometric height was determined by differential leveling.
 DE7142.The vertical network tie was performed by a horz. field party for horz.
 DE7142.obs reductions. Reset procedures were used to establish the elevation.
 DE7142
 DE7142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7142
 DE7142.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7142
 DE7142.The ellipsoidal height was determined by GPS observations
 DE7142.and is referenced to NAD 83.
 DE7142
 DE7142.The geoid height was determined by GEOID03.
 DE7142
 DE7142;                    North         East     Units Scale Factor Converg.
 DE7142;SPC MN C     -   145,931.949   779,199.638   MT  1.00005036   -0 11 32.0
 DE7142;UTM  15      - 5,029,941.125   381,400.242   MT  0.99977294   -1 04 46.5
 DE7142
 DE7142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7142!SPC MN C     -   0.99995009  x   1.00005036  =   1.00000044
 DE7142!UTM  15      -   0.99995009  x   0.99977294  =   0.99972304
 DE7142
 DE7142:                Primary Azimuth Mark                     Grid Az
 DE7142:SPC MN C     -  7326 B                                   000 13 23.0
 DE7142:UTM  15      -  7326 B                                   001 06 37.5
 DE7142
 DE7142|---------------------------------------------------------------------|
 DE7142| PID    Reference Object                     Distance      Geod. Az  |
 DE7142|                                                           dddmmss.s |
 DE7142| DE7141 7326 B                              APPROX. 0.8 KM 0000151.0 |
 DE7142| DE7143 7326 D                              APPROX. 1.6 KM 1791237.1 |
 DE7142|---------------------------------------------------------------------|
 DE7142
 DE7142                          SUPERSEDED SURVEY CONTROL
 DE7142
 DE7142.No superseded survey control is available for this station.
 DE7142
 DE7142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8140029941(NAD 83)
 DE7142_MARKER: DD = SURVEY DISK
 DE7142_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7142_STAMPING: 7326 C 2001
 DE7142_MARK LOGO: MNDT  
 DE7142_PROJECTION: FLUSH
 DE7142_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7142+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE7142_ROD/PIPE-DEPTH:  4.6 meters
 DE7142
 DE7142  HISTORY     - Date     Condition        Report By
 DE7142  HISTORY     - 2001     MONUMENTED       MNDT
 DE7142
 DE7142                          STATION DESCRIPTION
 DE7142
 DE7142'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DE7142'THE MARK IS 2.75 MI (4.43 KM) SOUTH ALONG TH 22 FROM JCT OF TH 23 IN
 DE7142'RICHMOND, AT TH 22 MP 164.35, 98.3 FT (30.0 M) EAST OF TH 22, 62.0 FT
 DE7142'(18.9 M) NORTH OF EXTENDED CENTERLINE OF EDGETON RD, 86.8 FT (26.5 M)
 DE7142'ESE OF FIBER OPTIC POST, 20.5 FT (6.2 M) ESE OF CENTER OF GRAVEL RD,
 DE7142'19 FT (5.8 M) NORTH OF TRAIL, 2.3 FT (0.7 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7143 ***********************************************************************
 DE7143  DESIGNATION -  7326 D
 DE7143  PID         -  DE7143
 DE7143  STATE/COUNTY-  MN/STEARNS
 DE7143  USGS QUAD   -  RICHMOND (1967)
 DE7143
 DE7143                         *CURRENT SURVEY CONTROL
 DE7143  ___________________________________________________________________
 DE7143* NAD 83(1996)-  45 23 53.79792(N)    094 30 55.52325(W)     ADJUSTED  
 DE7143* NAVD 88     -       353.35   (meters)    1159.3    (feet)  LEVELING  
 DE7143  ___________________________________________________________________
 DE7143  X           -    -353,203.847 (meters)                     COMP
 DE7143  Y           -  -4,472,488.016 (meters)                     COMP
 DE7143  Z           -   4,518,770.336 (meters)                     COMP
 DE7143  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 DE7143  ELLIP HEIGHT-         326.45  (meters)          (09/10/02) GPS OBS
 DE7143  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 DE7143
 DE7143  HORZ ORDER  -  FIRST
 DE7143  VERT ORDER  -  THIRD ?
 DE7143  ELLP ORDER  -  FOURTH    CLASS I
 DE7143
 DE7143.The horizontal coordinates were established by GPS observations
 DE7143.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7143
 DE7143.The orthometric height was determined by differential leveling.
 DE7143.The vertical network tie was performed by a horz. field party for horz.
 DE7143.obs reductions. Reset procedures were used to establish the elevation.
 DE7143
 DE7143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7143
 DE7143.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7143
 DE7143.The ellipsoidal height was determined by GPS observations
 DE7143.and is referenced to NAD 83.
 DE7143
 DE7143.The geoid height was determined by GEOID03.
 DE7143
 DE7143;                    North         East     Units Scale Factor Converg.
 DE7143;SPC MN C     -   144,302.872   779,216.627   MT  1.00005446   -0 11 31.2
 DE7143;UTM  15      - 5,028,312.435   381,392.005   MT  0.99977297   -1 04 44.8
 DE7143
 DE7143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7143!SPC MN C     -   0.99994882  x   1.00005446  =   1.00000328
 DE7143!UTM  15      -   0.99994882  x   0.99977297  =   0.99972180
 DE7143
 DE7143:                Primary Azimuth Mark                     Grid Az
 DE7143:SPC MN C     -  7326 F                                   182 01 18.9
 DE7143:UTM  15      -  7326 F                                   182 54 32.5
 DE7143
 DE7143|---------------------------------------------------------------------|
 DE7143| PID    Reference Object                     Distance      Geod. Az  |
 DE7143|                                                           dddmmss.s |
 DE7143| DE7144 7326 F                              APPROX. 1.6 KM 1814947.7 |
 DE7143|---------------------------------------------------------------------|
 DE7143
 DE7143                          SUPERSEDED SURVEY CONTROL
 DE7143
 DE7143.No superseded survey control is available for this station.
 DE7143
 DE7143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8139228312(NAD 83)
 DE7143_MARKER: DD = SURVEY DISK
 DE7143_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7143_STAMPING: 7326 D 2001
 DE7143_MARK LOGO: MNDT  
 DE7143_PROJECTION: FLUSH
 DE7143_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7143+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE7143_ROD/PIPE-DEPTH:  3.0 meters
 DE7143
 DE7143  HISTORY     - Date     Condition        Report By
 DE7143  HISTORY     - 2001     MONUMENTED       MNDT
 DE7143
 DE7143                          STATION DESCRIPTION
 DE7143
 DE7143'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DE7143'THE MARK IS 3.75 MI (6.03 KM) SOUTH ALONG TH 22 FROM JCT OF TH 23 IN
 DE7143'RICHMOND TO TH 22 MP 163.35, ABOUT 200 FT (61.0 M) EAST OF TH 22, 29
 DE7143'FT (8.8 M) SOUTH OF 190TH ST, 5.6 FT (1.7 M) WEST OF P-POLE, 2.7 FT
 DE7143'(0.8 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7144 ***********************************************************************
 DE7144  DESIGNATION -  7326 F
 DE7144  PID         -  DE7144
 DE7144  STATE/COUNTY-  MN/STEARNS
 DE7144  USGS QUAD   -  RICHMOND (1967)
 DE7144
 DE7144                         *CURRENT SURVEY CONTROL
 DE7144  ___________________________________________________________________
 DE7144* NAD 83(1996)-  45 23 01.28514(N)    094 30 57.90404(W)     ADJUSTED  
 DE7144* NAVD 88     -       351.77   (meters)    1154.1    (feet)  LEVELING  
 DE7144  ___________________________________________________________________
 DE7144  X           -    -353,346.261 (meters)                     COMP
 DE7144  Y           -  -4,473,633.422 (meters)                     COMP
 DE7144  Z           -   4,517,630.628 (meters)                     COMP
 DE7144  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 DE7144  ELLIP HEIGHT-         324.83  (meters)          (09/10/02) GPS OBS
 DE7144  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DE7144
 DE7144  HORZ ORDER  -  FIRST
 DE7144  VERT ORDER  -  THIRD ?
 DE7144  ELLP ORDER  -  FOURTH    CLASS I
 DE7144
 DE7144.The horizontal coordinates were established by GPS observations
 DE7144.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7144
 DE7144.The orthometric height was determined by differential leveling.
 DE7144.The vertical network tie was performed by a horz. field party for horz.
 DE7144.obs reductions. Reset procedures were used to establish the elevation.
 DE7144
 DE7144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7144
 DE7144.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7144
 DE7144.The ellipsoidal height was determined by GPS observations
 DE7144.and is referenced to NAD 83.
 DE7144
 DE7144.The geoid height was determined by GEOID03.
 DE7144
 DE7144;                    North         East     Units Scale Factor Converg.
 DE7144;SPC MN C     -   142,681.785   779,159.397   MT  1.00005860   -0 11 32.9
 DE7144;UTM  15      - 5,026,692.888   381,309.711   MT  0.99977321   -1 04 45.5
 DE7144
 DE7144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7144!SPC MN C     -   0.99994908  x   1.00005860  =   1.00000767
 DE7144!UTM  15      -   0.99994908  x   0.99977321  =   0.99972230
 DE7144
 DE7144:                Primary Azimuth Mark                     Grid Az
 DE7144:SPC MN C     -  7326 G                                   265 48 38.9
 DE7144:UTM  15      -  7326 G                                   266 41 51.5
 DE7144
 DE7144|---------------------------------------------------------------------|
 DE7144| PID    Reference Object                     Distance      Geod. Az  |
 DE7144|                                                           dddmmss.s |
 DE7144| DE7145 7326 G                              APPROX. 1.1 KM 2653706.0 |
 DE7144|---------------------------------------------------------------------|
 DE7144
 DE7144                          SUPERSEDED SURVEY CONTROL
 DE7144
 DE7144.No superseded survey control is available for this station.
 DE7144
 DE7144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8131026693(NAD 83)
 DE7144_MARKER: DD = SURVEY DISK
 DE7144_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7144_STAMPING: 7326 F 2001
 DE7144_MARK LOGO: MNDT  
 DE7144_PROJECTION: RECESSED 5 CENTIMETERS
 DE7144_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7144+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE7144_ROD/PIPE-DEPTH:  7.6 meters
 DE7144
 DE7144  HISTORY     - Date     Condition        Report By
 DE7144  HISTORY     - 2001     MONUMENTED       MNDT
 DE7144
 DE7144                          STATION DESCRIPTION
 DE7144
 DE7144'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DE7144'THE MARK IS 5.5 MI (8.9 KM) NORTH ALONG TH 22 FROM JCT OF TH 55 IN
 DE7144'EDEN VALLEY TO TH 22 MP 162.4 THENCE 0.1 MI (0.2 KM) SOUTH ON CO RD 9,
 DE7144'40.5 FT (12.3 M) WEST OF CO RD 9, 184.0 FT (56.1 M) SE OF TH 22, 82.1
 DE7144'FT (25.0 M) SOUTH OF P-POLE, 89.4 FT (27.2 M) WSW OF TEL PEDESTAL,
 DE7144'12.7 FT (3.9 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7145 ***********************************************************************
 DE7145  DESIGNATION -  7326 G
 DE7145  PID         -  DE7145
 DE7145  STATE/COUNTY-  MN/STEARNS
 DE7145  USGS QUAD   -  RICHMOND (1967)
 DE7145
 DE7145                         *CURRENT SURVEY CONTROL
 DE7145  ___________________________________________________________________
 DE7145* NAD 83(1996)-  45 22 58.50655(N)    094 31 49.30291(W)     ADJUSTED  
 DE7145* NAVD 88     -       339.83   (meters)    1114.9    (feet)  LEVELING  
 DE7145  ___________________________________________________________________
 DE7145  X           -    -354,465.192 (meters)                     COMP
 DE7145  Y           -  -4,473,597.767 (meters)                     COMP
 DE7145  Z           -   4,517,561.898 (meters)                     COMP
 DE7145  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 DE7145  ELLIP HEIGHT-         312.92  (meters)          (09/10/02) GPS OBS
 DE7145  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 DE7145
 DE7145  HORZ ORDER  -  FIRST
 DE7145  VERT ORDER  -  THIRD ?
 DE7145  ELLP ORDER  -  FOURTH    CLASS I
 DE7145
 DE7145.The horizontal coordinates were established by GPS observations
 DE7145.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7145
 DE7145.The orthometric height was determined by differential leveling.
 DE7145.The vertical network tie was performed by a horz. field party for horz.
 DE7145.obs reductions. Reset procedures were used to establish the elevation.
 DE7145
 DE7145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7145
 DE7145.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7145
 DE7145.The ellipsoidal height was determined by GPS observations
 DE7145.and is referenced to NAD 83.
 DE7145
 DE7145.The geoid height was determined by GEOID03.
 DE7145
 DE7145;                    North         East     Units Scale Factor Converg.
 DE7145;SPC MN C     -   142,599.858   778,040.840   MT  1.00005883   -0 12 10.1
 DE7145;UTM  15      - 5,026,628.300   380,190.338   MT  0.99977649   -1 05 22.1
 DE7145
 DE7145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7145!SPC MN C     -   0.99995094  x   1.00005883  =   1.00000977
 DE7145!UTM  15      -   0.99995094  x   0.99977649  =   0.99972744
 DE7145
 DE7145:                Primary Azimuth Mark                     Grid Az
 DE7145:SPC MN C     -  7326 H                                   195 56 53.1
 DE7145:UTM  15      -  7326 H                                   196 50 05.1
 DE7145
 DE7145|---------------------------------------------------------------------|
 DE7145| PID    Reference Object                     Distance      Geod. Az  |
 DE7145|                                                           dddmmss.s |
 DE7145| DE7146 7326 H                              APPROX. 1.2 KM 1954443.0 |
 DE7145|---------------------------------------------------------------------|
 DE7145
 DE7145                          SUPERSEDED SURVEY CONTROL
 DE7145
 DE7145.No superseded survey control is available for this station.
 DE7145
 DE7145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8019026628(NAD 83)
 DE7145_MARKER: DD = SURVEY DISK
 DE7145_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7145_STAMPING: 7326 G 2001
 DE7145_MARK LOGO: MNDT  
 DE7145_PROJECTION: RECESSED 3 CENTIMETERS
 DE7145_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7145+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE7145_ROD/PIPE-DEPTH: 16.8 meters
 DE7145
 DE7145  HISTORY     - Date     Condition        Report By
 DE7145  HISTORY     - 2001     MONUMENTED       MNDT
 DE7145
 DE7145                          STATION DESCRIPTION
 DE7145
 DE7145'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DE7145'THE MARK IS 4.8 MI (7.7 KM) NORTH ALONG TH 22 FROM JCT OF 55 IN EDEN
 DE7145'VALLEY, AT TH 22 MP 161.65, 42.0 FT (12.8 M) ESE OF TH 22, 12.4 FT
 DE7145'(3.8 M) NE OF P-POLE, 10.4 FT (3.2 M) NE OF TEL PEDESTAL, 4.0 FT (1.2
 DE7145'M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7146 ***********************************************************************
 DE7146  DESIGNATION -  7326 H
 DE7146  PID         -  DE7146
 DE7146  STATE/COUNTY-  MN/STEARNS
 DE7146  USGS QUAD   -  EDEN VALLEY (1967)
 DE7146
 DE7146                         *CURRENT SURVEY CONTROL
 DE7146  ___________________________________________________________________
 DE7146* NAD 83(1996)-  45 22 19.68417(N)    094 32 04.83207(W)     ADJUSTED  
 DE7146* NAVD 88     -       336.43   (meters)    1103.8    (feet)  LEVELING  
 DE7146  ___________________________________________________________________
 DE7146  X           -    -354,869.254 (meters)                     COMP
 DE7146  Y           -  -4,474,419.094 (meters)                     COMP
 DE7146  Z           -   4,516,717.541 (meters)                     COMP
 DE7146  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 DE7146  ELLIP HEIGHT-         309.50  (meters)          (09/10/02) GPS OBS
 DE7146  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 DE7146
 DE7146  HORZ ORDER  -  FIRST
 DE7146  VERT ORDER  -  THIRD ?
 DE7146  ELLP ORDER  -  FOURTH    CLASS I
 DE7146
 DE7146.The horizontal coordinates were established by GPS observations
 DE7146.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7146
 DE7146.The orthometric height was determined by differential leveling.
 DE7146.The vertical network tie was performed by a horz. field party for horz.
 DE7146.obs reductions. Reset procedures were used to establish the elevation.
 DE7146
 DE7146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7146
 DE7146.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7146
 DE7146.The ellipsoidal height was determined by GPS observations
 DE7146.and is referenced to NAD 83.
 DE7146
 DE7146.The geoid height was determined by GEOID03.
 DE7146
 DE7146;                    North         East     Units Scale Factor Converg.
 DE7146;SPC MN C     -   141,402.474   777,698.669   MT  1.00006193   -0 12 21.4
 DE7146;UTM  15      - 5,025,436.691   379,829.784   MT  0.99977755   -1 05 32.4
 DE7146
 DE7146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7146!SPC MN C     -   0.99995148  x   1.00006193  =   1.00001341
 DE7146!UTM  15      -   0.99995148  x   0.99977755  =   0.99972904
 DE7146
 DE7146:                Primary Azimuth Mark                     Grid Az
 DE7146:SPC MN C     -  7326 G                                   015 56 53.3
 DE7146:UTM  15      -  7326 G                                   016 50 04.3
 DE7146
 DE7146|---------------------------------------------------------------------|
 DE7146| PID    Reference Object                     Distance      Geod. Az  |
 DE7146|                                                           dddmmss.s |
 DE7146| DE7145 7326 G                              APPROX. 1.2 KM 0154431.9 |
 DE7146|---------------------------------------------------------------------|
 DE7146
 DE7146                          SUPERSEDED SURVEY CONTROL
 DE7146
 DE7146.No superseded survey control is available for this station.
 DE7146
 DE7146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7983025437(NAD 83)
 DE7146_MARKER: DD = SURVEY DISK
 DE7146_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7146_STAMPING: 7326 H 2001
 DE7146_MARK LOGO: MNDT  
 DE7146_PROJECTION: RECESSED 3 CENTIMETERS
 DE7146_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7146+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE7146_ROD/PIPE-DEPTH: 16.8 meters
 DE7146
 DE7146  HISTORY     - Date     Condition        Report By
 DE7146  HISTORY     - 2001     MONUMENTED       MNDT
 DE7146
 DE7146                          STATION DESCRIPTION
 DE7146
 DE7146'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DE7146'THE MARK IS 3.95 MI (6.36 KM) NORTH ALONG TH 22 FROM JCT OF TH 55 IN
 DE7146'EDEN VALLEY, AT TH 22 MP 160.85, 134.0 FT (40.8 M) SOUTH OF TH 22, 39
 DE7146'FT (11.9 M) EAST OF DELANO RD, 11 FT (3.4 M) NORTH OF FIELD ENT, 96.1
 DE7146'FT (29.3 M) SOUTH OF TEL PEDESTAL NO A29, 111.7 FT (34.0 M) SE OF
 DE7146'P-POLE, 7.6 FT (2.3 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7147 ***********************************************************************
 DE7147  DESIGNATION -  7326 J
 DE7147  PID         -  DE7147
 DE7147  STATE/COUNTY-  MN/STEARNS
 DE7147  USGS QUAD   -  EDEN VALLEY (1967)
 DE7147
 DE7147                         *CURRENT SURVEY CONTROL
 DE7147  ___________________________________________________________________
 DE7147* NAD 83(1996)-  45 21 20.33016(N)    094 32 46.53536(W)     ADJUSTED  
 DE7147* NAVD 88     -       362.73   (meters)    1190.1    (feet)  LEVELING  
 DE7147  ___________________________________________________________________
 DE7147  X           -    -355,878.719 (meters)                     COMP
 DE7147  Y           -  -4,475,665.502 (meters)                     COMP
 DE7147  Z           -   4,515,448.742 (meters)                     COMP
 DE7147  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 DE7147  ELLIP HEIGHT-         335.77  (meters)          (09/10/02) GPS OBS
 DE7147  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DE7147
 DE7147  HORZ ORDER  -  FIRST
 DE7147  VERT ORDER  -  THIRD ?
 DE7147  ELLP ORDER  -  FOURTH    CLASS I
 DE7147
 DE7147.The horizontal coordinates were established by GPS observations
 DE7147.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7147
 DE7147.The orthometric height was determined by differential leveling.
 DE7147.The vertical network tie was performed by a horz. field party for horz.
 DE7147.obs reductions. Reset procedures were used to establish the elevation.
 DE7147
 DE7147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7147
 DE7147.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7147
 DE7147.The ellipsoidal height was determined by GPS observations
 DE7147.and is referenced to NAD 83.
 DE7147
 DE7147.The geoid height was determined by GEOID03.
 DE7147
 DE7147;                    North         East     Units Scale Factor Converg.
 DE7147;SPC MN C     -   139,573.325   776,784.316   MT  1.00006675   -0 12 51.5
 DE7147;UTM  15      - 5,023,622.421   378,887.519   MT  0.99978035   -1 06 01.0
 DE7147
 DE7147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7147!SPC MN C     -   0.99994736  x   1.00006675  =   1.00001411
 DE7147!UTM  15      -   0.99994736  x   0.99978035  =   0.99972772
 DE7147
 DE7147:                Primary Azimuth Mark                     Grid Az
 DE7147:SPC MN C     -  7326 K                                   179 14 15.6
 DE7147:UTM  15      -  7326 K                                   180 07 25.1
 DE7147
 DE7147|---------------------------------------------------------------------|
 DE7147| PID    Reference Object                     Distance      Geod. Az  |
 DE7147|                                                           dddmmss.s |
 DE7147| DE7148 7326 K                              APPROX. 1.7 KM 1790124.1 |
 DE7147|---------------------------------------------------------------------|
 DE7147
 DE7147                          SUPERSEDED SURVEY CONTROL
 DE7147
 DE7147.No superseded survey control is available for this station.
 DE7147
 DE7147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7888823622(NAD 83)
 DE7147_MARKER: DD = SURVEY DISK
 DE7147_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7147_STAMPING: 7326 J 2001
 DE7147_MARK LOGO: MNDT  
 DE7147_PROJECTION: RECESSED 3 CENTIMETERS
 DE7147_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7147+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE7147_ROD/PIPE-DEPTH:  7.6 meters
 DE7147
 DE7147  HISTORY     - Date     Condition        Report By
 DE7147  HISTORY     - 2001     MONUMENTED       MNDT
 DE7147
 DE7147                          STATION DESCRIPTION
 DE7147
 DE7147'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DE7147'THE MARK IS 2.3 MI (3.7 KM) NORTH ALONG TH 22 FROM JCT OF TH 55 IN
 DE7147'EDEN VALLEY, AT TH 22 MP 159.15, 39.8 FT (12.1 M) EAST OF TH 22, 7.5
 DE7147'FT (2.3 M) EAST OF P-POLE, 7.7 FT (2.3 M) ENE OF TEL PEDESTAL NO A18A,
 DE7147'109.9 FT (33.5 M) SE OF TEL PEDESTAL NO A18, 5.0 FT (1.5 M) NORTH OF
 DE7147'WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7148 ***********************************************************************
 DE7148  DESIGNATION -  7326 K
 DE7148  PID         -  DE7148
 DE7148  STATE/COUNTY-  MN/STEARNS
 DE7148  USGS QUAD   -  EDEN VALLEY (1967)
 DE7148
 DE7148                         *CURRENT SURVEY CONTROL
 DE7148  ___________________________________________________________________
 DE7148* NAD 83(1996)-  45 20 24.29880(N)    094 32 45.18095(W)     ADJUSTED  
 DE7148* NAVD 88     -       345.61   (meters)    1133.9    (feet)  LEVELING  
 DE7148  ___________________________________________________________________
 DE7148  X           -    -355,945.911 (meters)                     COMP
 DE7148  Y           -  -4,476,882.573 (meters)                     COMP
 DE7148  Z           -   4,514,220.788 (meters)                     COMP
 DE7148  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 DE7148  ELLIP HEIGHT-         318.63  (meters)          (09/10/02) GPS OBS
 DE7148  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DE7148
 DE7148  HORZ ORDER  -  FIRST
 DE7148  VERT ORDER  -  THIRD ?
 DE7148  ELLP ORDER  -  FOURTH    CLASS I
 DE7148
 DE7148.The horizontal coordinates were established by GPS observations
 DE7148.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7148
 DE7148.The orthometric height was determined by differential leveling.
 DE7148.The vertical network tie was performed by a horz. field party for horz.
 DE7148.obs reductions. Reset procedures were used to establish the elevation.
 DE7148
 DE7148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7148
 DE7148.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7148
 DE7148.The ellipsoidal height was determined by GPS observations
 DE7148.and is referenced to NAD 83.
 DE7148
 DE7148.The geoid height was determined by GEOID03.
 DE7148
 DE7148;                    North         East     Units Scale Factor Converg.
 DE7148;SPC MN C     -   137,843.317   776,807.335   MT  1.00007138   -0 12 50.5
 DE7148;UTM  15      - 5,021,892.763   378,883.791   MT  0.99978036   -1 05 58.9
 DE7148
 DE7148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7148!SPC MN C     -   0.99995005  x   1.00007138  =   1.00002142
 DE7148!UTM  15      -   0.99995005  x   0.99978036  =   0.99973042
 DE7148
 DE7148:                Primary Azimuth Mark                     Grid Az
 DE7148:SPC MN C     -  7326 J                                   359 14 15.6
 DE7148:UTM  15      -  7326 J                                   000 07 24.0
 DE7148
 DE7148|---------------------------------------------------------------------|
 DE7148| PID    Reference Object                     Distance      Geod. Az  |
 DE7148|                                                           dddmmss.s |
 DE7148| DE7147 7326 J                              APPROX. 1.7 KM 3590125.1 |
 DE7148|---------------------------------------------------------------------|
 DE7148
 DE7148                          SUPERSEDED SURVEY CONTROL
 DE7148
 DE7148.No superseded survey control is available for this station.
 DE7148
 DE7148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7888421893(NAD 83)
 DE7148_MARKER: DD = SURVEY DISK
 DE7148_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7148_STAMPING: 7326 K 2001
 DE7148_MARK LOGO: MNDT  
 DE7148_PROJECTION: RECESSED 5 CENTIMETERS
 DE7148_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7148+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DE7148_ROD/PIPE-DEPTH:  4.6 meters
 DE7148
 DE7148  HISTORY     - Date     Condition        Report By
 DE7148  HISTORY     - 2001     MONUMENTED       MNDT
 DE7148
 DE7148                          STATION DESCRIPTION
 DE7148
 DE7148'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DE7148'1 MI (1.6 KM) NORTH OF EDEN VALLEY, 1.25 MI (2.01 KM) NORTH ALONG TH
 DE7148'22 FROM JCT OF TH 55, AT TH 22 MP 158.1, 71.5 FT (21.8 M) EAST OF TH
 DE7148'22, 36 FT (11.0 M) NORTH OF VAILS LAKE RD, 31.3.  FT (9.5 M) EAST OF
 DE7148'TEL PEDESTAL NO A 12 LP2, 34.3 FT (10.5 M) EAST OF P-POLE, 71.3 FT
 DE7148'(21.7 M) NORTH OF TEL PEDESTAL NO A1, 9 FT (2.7 M) EAST OF FIELD ENT,
 DE7148'10.0 FT (3.0 M) WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0616 ***********************************************************************
 QP0616  DESIGNATION -  7380 A
 QP0616  PID         -  QP0616
 QP0616  STATE/COUNTY-  MN/STEARNS
 QP0616  USGS QUAD   -  WEST UNION (1966)
 QP0616
 QP0616                         *CURRENT SURVEY CONTROL
 QP0616  ___________________________________________________________________
 QP0616* NAD 83(1986)-  45 46 12.     (N)    095 02 31.     (W)     SCALED    
 QP0616* NAVD 88     -       392.854  (meters)    1288.89   (feet)  ADJUSTED  
 QP0616  ___________________________________________________________________
 QP0616  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 QP0616  DYNAMIC HT  -         392.844 (meters)    1288.86  (feet)  COMP
 QP0616  MODELED GRAV-     980,578.1   (mgal)                       NAVD 88
 QP0616
 QP0616  VERT ORDER  -  SECOND    CLASS 0
 QP0616
 QP0616.The horizontal coordinates were scaled from a topographic map and have
 QP0616.an estimated accuracy of +/- 6 seconds.
 QP0616
 QP0616.The orthometric height was determined by differential leveling
 QP0616.and adjusted by the National Geodetic Survey in June 1991..
 QP0616
 QP0616.The geoid height was determined by GEOID03.
 QP0616
 QP0616.The dynamic height is computed by dividing the NAVD 88
 QP0616.geopotential number by the normal gravity value computed on the
 QP0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0616.degrees latitude (g = 980.6199 gals.).
 QP0616
 QP0616.The modeled gravity was interpolated from observed gravity values.
 QP0616
 QP0616;                    North         East    Units  Estimated Accuracy
 QP0616;SPC MN C     -   185,890.      738,400.      MT  (+/- 180 meters Scaled)
 QP0616
 QP0616                          SUPERSEDED SURVEY CONTROL
 QP0616
 QP0616  NGVD 29 (??/??/92)  392.669  (m)         1288.28   (f) ADJ UNCH    2 0
 QP0616
 QP0616.Superseded values are not recommended for survey control.
 QP0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0616.See file dsdata.txt to determine how the superseded data were derived.
 QP0616
 QP0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL412705(NAD 83)
 QP0616_MARKER: DD = SURVEY DISK
 QP0616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0616_SP_SET: CULVERT
 QP0616_STAMPING: 7380-A-1966
 QP0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0616
 QP0616  HISTORY     - Date     Condition        Report By
 QP0616  HISTORY     - 1966     MONUMENTED       MNDT
 QP0616  HISTORY     - 1968     GOOD             MNDT
 QP0616
 QP0616                          STATION DESCRIPTION
 QP0616
 QP0616'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0616'4.5 MI NW FROM SAUK CENTRE.
 QP0616'MARK IS LOCATED ABOUT 0.4 MILES SOUTH OF THE TODD-STEARNS COUNTY LINE,
 QP0616'ABOUT 4.5 MILES NORTHWEST OF SAUK CENTRE ALONG FAI 94.  MARK IS A
 QP0616'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380-A-1966, SET IN
 QP0616'THE SOUTHEAST CORNER OF THE HEADWALL OF A DOUBLE BOX CULVERT ABOUT 30
 QP0616'FEET SOUTH OF THE CENTERLINE OF EASTBOUND FAI 94.  NE 1/4 SECTION 35,
 QP0616'T 127N, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0541 ***********************************************************************
 QP0541  DESIGNATION -  7380 AA
 QP0541  PID         -  QP0541
 QP0541  STATE/COUNTY-  MN/STEARNS
 QP0541  USGS QUAD   -  FREEPORT (1979)
 QP0541
 QP0541                         *CURRENT SURVEY CONTROL
 QP0541  ___________________________________________________________________
 QP0541* NAD 83(1986)-  45 39 09.     (N)    094 39 56.     (W)     SCALED    
 QP0541* NAVD 88     -       366.595  (meters)    1202.74   (feet)  ADJUSTED  
 QP0541  ___________________________________________________________________
 QP0541  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 QP0541  DYNAMIC HT  -         366.584 (meters)    1202.70  (feet)  COMP
 QP0541  MODELED GRAV-     980,575.4   (mgal)                       NAVD 88
 QP0541
 QP0541  VERT ORDER  -  SECOND    CLASS 0
 QP0541
 QP0541.The horizontal coordinates were scaled from a topographic map and have
 QP0541.an estimated accuracy of +/- 6 seconds.
 QP0541
 QP0541.The orthometric height was determined by differential leveling
 QP0541.and adjusted by the National Geodetic Survey in June 1991..
 QP0541
 QP0541.The geoid height was determined by GEOID03.
 QP0541
 QP0541.The dynamic height is computed by dividing the NAVD 88
 QP0541.geopotential number by the normal gravity value computed on the
 QP0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0541.degrees latitude (g = 980.6199 gals.).
 QP0541
 QP0541.The modeled gravity was interpolated from observed gravity values.
 QP0541
 QP0541;                    North         East    Units  Estimated Accuracy
 QP0541;SPC MN C     -   172,610.      767,610.      MT  (+/- 180 meters Scaled)
 QP0541
 QP0541                          SUPERSEDED SURVEY CONTROL
 QP0541
 QP0541  NGVD 29 (??/??/92)  366.411  (m)         1202.13   (f) ADJ UNCH    2 0
 QP0541
 QP0541.Superseded values are not recommended for survey control.
 QP0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0541.See file dsdata.txt to determine how the superseded data were derived.
 QP0541
 QP0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL702567(NAD 83)
 QP0541_MARKER: DD = SURVEY DISK
 QP0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0541_SP_SET: CULVERT
 QP0541_STAMPING: 7380-AA 1968
 QP0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0541
 QP0541  HISTORY     - Date     Condition        Report By
 QP0541  HISTORY     - 1968     MONUMENTED       MNDT
 QP0541
 QP0541                          STATION DESCRIPTION
 QP0541
 QP0541'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0541'1 MI SW FROM FREEPORT.
 QP0541'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380-AA
 QP0541'1968, SET IN THE SOUTHEAST CORNER OF A TRIPLE BOX CULVERT.  MARK IS 30
 QP0541'FEET SOUTH OF THE CENTERLINE OF EASTBOUND FAI 94 (STA. 858+06) AT
 QP0541'GETCHELL CREEK AND ABOUT 2 FEET LOWER THAN THE ROADWAY.  E 1/4 SECTION
 QP0541'11, T125N, R 32W.  NOTE-- MARK IS LOCATED ABOUT 1 MILE SOUTHEAST OF
 QP0541'FREEPORT ALONG FAI 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0534 ***********************************************************************
 QP0534  DESIGNATION -  7380 AB
 QP0534  PID         -  QP0534
 QP0534  STATE/COUNTY-  MN/STEARNS
 QP0534  USGS QUAD   -  ALBANY (1979)
 QP0534
 QP0534                         *CURRENT SURVEY CONTROL
 QP0534  ___________________________________________________________________
 QP0534* NAD 83(1986)-  45 38 07.     (N)    094 36 41.     (W)     SCALED    
 QP0534* NAVD 88     -       378.166  (meters)    1240.70   (feet)  ADJUSTED  
 QP0534  ___________________________________________________________________
 QP0534  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 QP0534  DYNAMIC HT  -         378.156 (meters)    1240.67  (feet)  COMP
 QP0534  MODELED GRAV-     980,578.4   (mgal)                       NAVD 88
 QP0534
 QP0534  VERT ORDER  -  SECOND    CLASS 0
 QP0534
 QP0534.The horizontal coordinates were scaled from a topographic map and have
 QP0534.an estimated accuracy of +/- 6 seconds.
 QP0534
 QP0534.The orthometric height was determined by differential leveling
 QP0534.and adjusted by the National Geodetic Survey in June 1991..
 QP0534
 QP0534.The geoid height was determined by GEOID03.
 QP0534
 QP0534.The dynamic height is computed by dividing the NAVD 88
 QP0534.geopotential number by the normal gravity value computed on the
 QP0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0534.degrees latitude (g = 980.6199 gals.).
 QP0534
 QP0534.The modeled gravity was interpolated from observed gravity values.
 QP0534
 QP0534;                    North         East    Units  Estimated Accuracy
 QP0534;SPC MN C     -   170,670.      771,820.      MT  (+/- 180 meters Scaled)
 QP0534
 QP0534                          SUPERSEDED SURVEY CONTROL
 QP0534
 QP0534  NGVD 29 (??/??/92)  377.984  (m)         1240.10   (f) ADJ UNCH    2 0
 QP0534
 QP0534.Superseded values are not recommended for survey control.
 QP0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0534.See file dsdata.txt to determine how the superseded data were derived.
 QP0534
 QP0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL744547(NAD 83)
 QP0534_MARKER: DD = SURVEY DISK
 QP0534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0534_SP_SET: CULVERT
 QP0534_STAMPING: 7380 AB 1968
 QP0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0534
 QP0534  HISTORY     - Date     Condition        Report By
 QP0534  HISTORY     - 1968     MONUMENTED       MNDT
 QP0534
 QP0534                          STATION DESCRIPTION
 QP0534
 QP0534'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0534'2.1 MI W FROM ALBANY.
 QP0534'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380 AB
 QP0534'1968, AND SET IN THE SOUTHEAST CORNER OF A BOX CULVERT AT A DRAINAGE
 QP0534'DITCH.  MARK IS 30 FEET SOUTH OF THE CENTERLINE OF EASTBOUND FAI 94
 QP0534'(STA. 1011+57).  SW 1/4 SECTION 17, T 125N, R 31W.  NOTE-- MARK IS
 QP0534'LOCATED ABOUT 2.1 MILES WEST OF ALBANY ALONG FAI 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0524 ***********************************************************************
 QP0524  DESIGNATION -  7380 AC
 QP0524  PID         -  QP0524
 QP0524  STATE/COUNTY-  MN/STEARNS
 QP0524  USGS QUAD   -  FARMING (1965)
 QP0524
 QP0524                         *CURRENT SURVEY CONTROL
 QP0524  ___________________________________________________________________
 QP0524* NAD 83(1986)-  45 37 00.     (N)    094 31 57.     (W)     SCALED    
 QP0524* NAVD 88     -       354.716  (meters)    1163.76   (feet)  ADJUSTED  
 QP0524  ___________________________________________________________________
 QP0524  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 QP0524  DYNAMIC HT  -         354.708 (meters)    1163.74  (feet)  COMP
 QP0524  MODELED GRAV-     980,582.5   (mgal)                       NAVD 88
 QP0524
 QP0524  VERT ORDER  -  SECOND    CLASS 0
 QP0524
 QP0524.The horizontal coordinates were scaled from a topographic map and have
 QP0524.an estimated accuracy of +/- 6 seconds.
 QP0524
 QP0524.The orthometric height was determined by differential leveling
 QP0524.and adjusted by the National Geodetic Survey in June 1991..
 QP0524
 QP0524.The geoid height was determined by GEOID03.
 QP0524
 QP0524.The dynamic height is computed by dividing the NAVD 88
 QP0524.geopotential number by the normal gravity value computed on the
 QP0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0524.degrees latitude (g = 980.6199 gals.).
 QP0524
 QP0524.The modeled gravity was interpolated from observed gravity values.
 QP0524
 QP0524;                    North         East    Units  Estimated Accuracy
 QP0524;SPC MN C     -   168,580.      777,970.      MT  (+/- 180 meters Scaled)
 QP0524
 QP0524                          SUPERSEDED SURVEY CONTROL
 QP0524
 QP0524  NGVD 29 (??/??/92)  354.549  (m)         1163.22   (f) ADJ UNCH    2 0
 QP0524
 QP0524.Superseded values are not recommended for survey control.
 QP0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0524.See file dsdata.txt to determine how the superseded data were derived.
 QP0524
 QP0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL805526(NAD 83)
 QP0524_MARKER: DD = SURVEY DISK
 QP0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0524_STAMPING: 7380-AC 1968
 QP0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0524+STABILITY: SURFACE MOTION
 QP0524
 QP0524  HISTORY     - Date     Condition        Report By
 QP0524  HISTORY     - 1968     MONUMENTED       MNDT
 QP0524
 QP0524                          STATION DESCRIPTION
 QP0524
 QP0524'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0524'1.5 MI E FROM ALBANY.
 QP0524'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380-AC
 QP0524'1968, SET IN A CONCRETE MONUMENT.  MARK IS 30 FEET WEST OF A FIELD
 QP0524'ENTRANCE, 100 FEET NORTH OF A FENCE LINE, 85 FEET SOUTH OF THE
 QP0524'CENTERLINE OF EASTBOUND T.H. 52, 2 FEET NORTH OF A STEEL WITNESS POST
 QP0524'(CONTROLLED ACCESS) AND PROJECTS ABOUT 3 INCHES ABOVE GROUND. SECTION
 QP0524'25,26, T 125N, R 31W.  NOTE-- MARK IS LOCATED NEAR THE NORTH CORNER OF
 QP0524'SECTIONS 25 AND 26, ABOUT 1.5 MILES EAST OF ALBANY ALONG T.H. 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0198 ***********************************************************************
 QP0198  DESIGNATION -  7380 AD
 QP0198  PID         -  QP0198
 QP0198  STATE/COUNTY-  MN/STEARNS
 QP0198  USGS QUAD   -  AVON (1979)
 QP0198
 QP0198                         *CURRENT SURVEY CONTROL
 QP0198  ___________________________________________________________________
 QP0198* NAD 83(1986)-  45 36 25.     (N)    094 29 25.     (W)     SCALED    
 QP0198* NAVD 88     -       354.880  (meters)    1164.30   (feet)  ADJUSTED  
 QP0198  ___________________________________________________________________
 QP0198  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 QP0198  DYNAMIC HT  -         354.873 (meters)    1164.28  (feet)  COMP
 QP0198  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 QP0198
 QP0198  VERT ORDER  -  SECOND    CLASS I
 QP0198
 QP0198.The horizontal coordinates were scaled from a topographic map and have
 QP0198.an estimated accuracy of +/- 6 seconds.
 QP0198
 QP0198.The orthometric height was determined by differential leveling
 QP0198.and adjusted by the National Geodetic Survey in June 1991..
 QP0198
 QP0198.The geoid height was determined by GEOID03.
 QP0198
 QP0198.The dynamic height is computed by dividing the NAVD 88
 QP0198.geopotential number by the normal gravity value computed on the
 QP0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0198.degrees latitude (g = 980.6199 gals.).
 QP0198
 QP0198.The modeled gravity was interpolated from observed gravity values.
 QP0198
 QP0198;                    North         East    Units  Estimated Accuracy
 QP0198;SPC MN C     -   167,490.      781,260.      MT  (+/- 180 meters Scaled)
 QP0198
 QP0198                          SUPERSEDED SURVEY CONTROL
 QP0198
 QP0198  NGVD 29 (??/??/92)  354.720  (m)         1163.78   (f) ADJ UNCH    2 0
 QP0198
 QP0198.Superseded values are not recommended for survey control.
 QP0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0198.See file dsdata.txt to determine how the superseded data were derived.
 QP0198
 QP0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL837514(NAD 83)
 QP0198_MARKER: DB = BENCH MARK DISK
 QP0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0198_STAMPING: 7380 AD 1968
 QP0198_MARK LOGO: MNHD  
 QP0198_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0198+STABILITY: SURFACE MOTION
 QP0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0198+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2001
 QP0198
 QP0198  HISTORY     - Date     Condition        Report By
 QP0198  HISTORY     - 1968     MONUMENTED       MNDT
 QP0198  HISTORY     - 20011031 GOOD             MNDT
 QP0198
 QP0198                          STATION DESCRIPTION
 QP0198
 QP0198'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0198'2 MI W FROM AVON.
 QP0198'MARK IS LOCATED ABOUT 2 MILES WEST OF AVON ALONG FAI 94 (T.H. 52).
 QP0198'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380-AD
 QP0198'1968, SET IN A CONCRETE MONUMENT.  MARK IS 45 FEET EAST OF A FIELD
 QP0198'ENTRANCE, 60 FEET SOUTH OF THE CENTERLINE OF T.H. 52, 50 FEET WEST OF
 QP0198'AN EAST-WEST ROW OF SMALL PINE TREES, 15 FEET NORTH OF A STEEL WITNESS
 QP0198'POST (CONTROLLED ACCESS) AND PROJECTS ABOUT 6 INCHES ABOVE GROUND. SW
 QP0198'1/4 SECTION 29, T 12N, R 30W.
 QP0198
 QP0198                          STATION RECOVERY (2001)
 QP0198
 QP0198'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 QP0198'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW ADDITIONS FOLLOW. 1.95
 QP0198'MI (3.14 KM) WEST ALONG FAI 94 FROM JCT 94 AND CO RD 9 IN AVON, AT FAI
 QP0198'94 MP 151.25. MARK PROJECTS 4 INCHES, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0197 ***********************************************************************
 QP0197  DESIGNATION -  7380 AE
 QP0197  PID         -  QP0197
 QP0197  STATE/COUNTY-  MN/STEARNS
 QP0197  USGS QUAD   -  AVON (1979)
 QP0197
 QP0197                         *CURRENT SURVEY CONTROL
 QP0197  ___________________________________________________________________
 QP0197* NAD 83(1986)-  45 36 04.     (N)    094 28 30.     (W)     SCALED    
 QP0197* NAVD 88     -       341.588  (meters)    1120.69   (feet)  ADJUSTED  
 QP0197  ___________________________________________________________________
 QP0197  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 QP0197  DYNAMIC HT  -         341.581 (meters)    1120.67  (feet)  COMP
 QP0197  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 QP0197
 QP0197  VERT ORDER  -  SECOND    CLASS I
 QP0197
 QP0197.The horizontal coordinates were scaled from a topographic map and have
 QP0197.an estimated accuracy of +/- 6 seconds.
 QP0197
 QP0197.The orthometric height was determined by differential leveling
 QP0197.and adjusted by the National Geodetic Survey in April 2004..
 QP0197.No vertical observational check was made to the station.
 QP0197
 QP0197.The geoid height was determined by GEOID03.
 QP0197
 QP0197.The dynamic height is computed by dividing the NAVD 88
 QP0197.geopotential number by the normal gravity value computed on the
 QP0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0197.degrees latitude (g = 980.6199 gals.).
 QP0197
 QP0197.The modeled gravity was interpolated from observed gravity values.
 QP0197
 QP0197;                    North         East    Units  Estimated Accuracy
 QP0197;SPC MN C     -   166,840.      782,450.      MT  (+/- 180 meters Scaled)
 QP0197
 QP0197                          SUPERSEDED SURVEY CONTROL
 QP0197
 QP0197  NAVD 88 (06/15/91)  341.579  (m)         1120.66   (f) UNKNOWN     2 0
 QP0197  NGVD 29 (??/??/92)  341.422  (m)         1120.15   (f) ADJ UNCH    2 0
 QP0197
 QP0197.Superseded values are not recommended for survey control.
 QP0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0197.See file dsdata.txt to determine how the superseded data were derived.
 QP0197
 QP0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL849507(NAD 83)
 QP0197_MARKER: DD = SURVEY DISK
 QP0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0197_SP_SET: DAM
 QP0197_STAMPING: 7380 AE
 QP0197_MARK LOGO: MNDNR 
 QP0197_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0197+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2001
 QP0197
 QP0197  HISTORY     - Date     Condition        Report By
 QP0197  HISTORY     - UNK      MONUMENTED       MNDT
 QP0197  HISTORY     - 1968     GOOD             MNDT
 QP0197  HISTORY     - 1981     GOOD             LOCENG
 QP0197  HISTORY     - 20011031 GOOD             MNDT
 QP0197
 QP0197                          STATION DESCRIPTION
 QP0197
 QP0197'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0197'0.5 MI SW FROM AVON.
 QP0197'MARK IS LOCATED ABOUT 0.5 MILE SOUTHEAST OF AVON ALONG T.H. 52.  MARK
 QP0197'IS A STANDARD CONSERVATION DEPARTMENT DISK SET IN THE SOUTHWEST CORNER
 QP0197'OF A WATER CONTROL DAM.  MARK IS 14 FEET WEST OF THE CENTER OF THE
 QP0197'DAM, 90 FEET SOUTH OF THE CENTERLINE OF AN OLD BRIDGE AT FRONTAGE ROAD
 QP0197'ABOUT 300 FEET SOUTH OF T.H. 52 AT SPUNK CREEK.  SE 1/4 SECTION 29, T
 QP0197'125N, R 30W.
 QP0197
 QP0197                          STATION RECOVERY (1981)
 QP0197
 QP0197'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 QP0197'RECOVERED IN GOOD CONDITION.
 QP0197
 QP0197                          STATION RECOVERY (2001)
 QP0197
 QP0197'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 QP0197'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW ADDITIONS FOLLOW. THE
 QP0197'MARK IS 0.5 MI (0.8 KM) SW OF AVON, 0.8 MI (1.3 KM) SW ALONG CO RD 9
 QP0197'FROM JCT CO RD 9 AND FAI 94 IN AVON, THENCE 1.15 MI (1.85 KM) NW AND
 QP0197'WEST ON UPPER SPUNK LAKE RD, IN SW COR OF DAM, AND NOT SUITABLE FOR
 QP0197'GPS. NOTE--NO YEAR STAMPED ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0160 ***********************************************************************
 QP0160  DESIGNATION -  7380 AF
 QP0160  PID         -  QP0160
 QP0160  STATE/COUNTY-  MN/STEARNS
 QP0160  USGS QUAD   -  ST CLOUD (1993)
 QP0160
 QP0160                         *CURRENT SURVEY CONTROL
 QP0160  ___________________________________________________________________
 QP0160* NAD 83(1986)-  45 32 26.     (N)    094 13 08.     (W)     SCALED    
 QP0160* NAVD 88     -       327.708  (meters)    1075.16   (feet)  ADJUSTED  
 QP0160  ___________________________________________________________________
 QP0160  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 QP0160  DYNAMIC HT  -         327.700 (meters)    1075.13  (feet)  COMP
 QP0160  MODELED GRAV-     980,582.2   (mgal)                       NAVD 88
 QP0160
 QP0160  VERT ORDER  -  SECOND    CLASS 0
 QP0160
 QP0160.The horizontal coordinates were scaled from a topographic map and have
 QP0160.an estimated accuracy of +/- 6 seconds.
 QP0160
 QP0160.The orthometric height was determined by differential leveling
 QP0160.and adjusted by the National Geodetic Survey in June 1991..
 QP0160
 QP0160.The geoid height was determined by GEOID03.
 QP0160
 QP0160.The dynamic height is computed by dividing the NAVD 88
 QP0160.geopotential number by the normal gravity value computed on the
 QP0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0160.degrees latitude (g = 980.6199 gals.).
 QP0160
 QP0160.The modeled gravity was interpolated from observed gravity values.
 QP0160
 QP0160;                    North         East    Units  Estimated Accuracy
 QP0160;SPC MN C     -   160,080.      802,430.      MT  (+/- 180 meters Scaled)
 QP0160
 QP0160                          SUPERSEDED SURVEY CONTROL
 QP0160
 QP0160  NGVD 29 (??/??/92)  327.583  (m)         1074.75   (f) ADJ UNCH    2 0
 QP0160
 QP0160.Superseded values are not recommended for survey control.
 QP0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0160.See file dsdata.txt to determine how the superseded data were derived.
 QP0160
 QP0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL048437(NAD 83)
 QP0160_MARKER: DD = SURVEY DISK
 QP0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0160_STAMPING: 7380-AF 1968
 QP0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0160+STABILITY: SURFACE MOTION
 QP0160
 QP0160  HISTORY     - Date     Condition        Report By
 QP0160  HISTORY     - 1968     MONUMENTED       MNHD
 QP0160  HISTORY     - 1972     GOOD             MNDT
 QP0160  HISTORY     - 20050420 MARK NOT FOUND   MNDT
 QP0160
 QP0160                          STATION DESCRIPTION
 QP0160
 QP0160'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0160'1.7 MI SW FROM ST CLOUD.
 QP0160'0.9 MILES SOUTHWEST ALONG TH 15 FROM THE JUNCTION OF TH 15 AND TH 152
 QP0160'IN ST. CLOUD, THENCE, 0.9 MILES WEST ALONG COUNTY ROAD 137, 59 FEET
 QP0160'SOUTH OF THE CENTERLINE OF COUNTY ROAD 137, 32 FEET EAST OF THE
 QP0160'CENTERLINE OF COUNTY ROAD 135, 20 FEET NORTH OF A TELEPHONE POLE, 15
 QP0160'FEET SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE (EAST), 2 FEET WEST
 QP0160'OF A NORTH-SOUTH FENCE LINE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN
 QP0160'A CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.  NW 1/4, SEC 21, T
 QP0160'124N, R 28W.
 QP0160
 QP0160                          STATION RECOVERY (2005)
 QP0160
 QP0160'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP0160'1.7 MILES SOUTHWEST FROM SAINT CLOUD, 0.9 MILES SOUTHWEST ALONG TRUNK
 QP0160'HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY ROAD 75 (OLD
 QP0160'TRUNK HIGHWAY 152) AT SAINT CLOUD, THEN 0.9 MILES WEST ALONG COUNTY
 QP0160'ROAD 137, 59 FEET SOUTH OF COUNTY ROAD 137, 32 FEET EAST OF COUNTY
 QP0160'ROAD 135, 20 FEET NORTH OF TELEPHONE POLE, 15 FEET SOUTH OF FIELD
 QP0160'ENTRANCE, 2 FEET WEST OF NORTH-SOUTH FENCELINE, 1.0 FEET NORTH OF
 QP0160'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6854 ***********************************************************************
 DF6854  DESIGNATION -  7380 AG
 DF6854  PID         -  DF6854
 DF6854  STATE/COUNTY-  MN/STEARNS
 DF6854  USGS QUAD   -  AVON (1979)
 DF6854
 DF6854                         *CURRENT SURVEY CONTROL
 DF6854  ___________________________________________________________________
 DF6854* NAD 83(1986)-  45 36 07.     (N)    094 28 28.     (W)     SCALED    
 DF6854* NAVD 88     -       343.110  (meters)    1125.69   (feet)  ADJUSTED  
 DF6854  ___________________________________________________________________
 DF6854  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 DF6854  DYNAMIC HT  -         343.102 (meters)    1125.66  (feet)  COMP
 DF6854  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 DF6854
 DF6854  VERT ORDER  -  SECOND    CLASS I
 DF6854
 DF6854.The horizontal coordinates were scaled from a topographic map and have
 DF6854.an estimated accuracy of +/- 6 seconds.
 DF6854
 DF6854.The orthometric height was determined by differential leveling
 DF6854.and adjusted by the National Geodetic Survey in April 2004..
 DF6854.No vertical observational check was made to the station.
 DF6854
 DF6854.The geoid height was determined by GEOID03.
 DF6854
 DF6854.The dynamic height is computed by dividing the NAVD 88
 DF6854.geopotential number by the normal gravity value computed on the
 DF6854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6854.degrees latitude (g = 980.6199 gals.).
 DF6854
 DF6854.The modeled gravity was interpolated from observed gravity values.
 DF6854
 DF6854;                    North         East    Units  Estimated Accuracy
 DF6854;SPC MN C     -   166,930.      782,490.      MT  (+/- 180 meters Scaled)
 DF6854
 DF6854                          SUPERSEDED SURVEY CONTROL
 DF6854
 DF6854.No superseded survey control is available for this station.
 DF6854
 DF6854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL850508(NAD 83)
 DF6854_MARKER: DB = BENCH MARK DISK
 DF6854_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF6854_SP_SET: BOX CULVERT
 DF6854_STAMPING: 7380 AG 2001
 DF6854_MARK LOGO: MNHD  
 DF6854_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6854+STABILITY: SURFACE MOTION
 DF6854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF6854+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2001
 DF6854
 DF6854  HISTORY     - Date     Condition        Report By
 DF6854  HISTORY     - 1954     MONUMENTED       MNDT
 DF6854  HISTORY     - 20011031 GOOD             MNDT
 DF6854
 DF6854                          STATION DESCRIPTION
 DF6854
 DF6854'DESCRIBED BY MN DEPT OF TRANSP 2001 (DHK)
 DF6854'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.1 MI (1.8 KM)
 DF6854'NW OF AVON, IN BOX CULVERT NO 92016 OVER MIDDLE SPUNK CREEK, 1.1 MI
 DF6854'(1.8 KM) NW ALONG FAI 94 FROM JCT OF CO RD 9 AND FAI 94 IN AVON, AT
 DF6854'FAI 94 MP 152.05, 52 FT (15.8 M) SOUTH OF FAI 94, 0.5 FT (15.2 CM)
 DF6854'NORTH OF SOUTH END OF BOX CULVERT, 1.9 FT (0.6 M) WEST OF CHAIN LINK
 DF6854'FENCE POST, 11.7 FT (3.6 M) SE OF BRDG NO 92016 SIGN POST, MAGNETIC,
 DF6854'FLUSH, AND NOT SUITABLE FOR GPS. DISK WAS SET IN CULVERT BUILT IN 1954
 DF6854'THEN STAMPED IN 2001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0615 ***********************************************************************
 QP0615  DESIGNATION -  7380 B
 QP0615  PID         -  QP0615
 QP0615  STATE/COUNTY-  MN/STEARNS
 QP0615  USGS QUAD   -  WEST UNION (1966)
 QP0615
 QP0615                         *CURRENT SURVEY CONTROL
 QP0615  ___________________________________________________________________
 QP0615* NAD 83(1986)-  45 45 44.     (N)    095 01 31.     (W)     SCALED    
 QP0615* NAVD 88     -       405.516  (meters)    1330.43   (feet)  ADJUSTED  
 QP0615  ___________________________________________________________________
 QP0615  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 QP0615  DYNAMIC HT  -         405.505 (meters)    1330.39  (feet)  COMP
 QP0615  MODELED GRAV-     980,577.5   (mgal)                       NAVD 88
 QP0615
 QP0615  VERT ORDER  -  SECOND    CLASS 0
 QP0615
 QP0615.The horizontal coordinates were scaled from a topographic map and have
 QP0615.an estimated accuracy of +/- 6 seconds.
 QP0615
 QP0615.The orthometric height was determined by differential leveling
 QP0615.and adjusted by the National Geodetic Survey in June 1991..
 QP0615
 QP0615.The geoid height was determined by GEOID03.
 QP0615
 QP0615.The dynamic height is computed by dividing the NAVD 88
 QP0615.geopotential number by the normal gravity value computed on the
 QP0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0615.degrees latitude (g = 980.6199 gals.).
 QP0615
 QP0615.The modeled gravity was interpolated from observed gravity values.
 QP0615
 QP0615;                    North         East    Units  Estimated Accuracy
 QP0615;SPC MN C     -   185,010.      739,690.      MT  (+/- 180 meters Scaled)
 QP0615
 QP0615                          SUPERSEDED SURVEY CONTROL
 QP0615
 QP0615  NGVD 29 (??/??/92)  405.333  (m)         1329.83   (f) ADJ UNCH    2 0
 QP0615
 QP0615.Superseded values are not recommended for survey control.
 QP0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0615.See file dsdata.txt to determine how the superseded data were derived.
 QP0615
 QP0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL425696(NAD 83)
 QP0615_MARKER: DD = SURVEY DISK
 QP0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0615_STAMPING: 7380-B 1966
 QP0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0615+STABILITY: SURFACE MOTION
 QP0615
 QP0615  HISTORY     - Date     Condition        Report By
 QP0615  HISTORY     - 1966     MONUMENTED       MNDT
 QP0615  HISTORY     - 1968     GOOD             MNDT
 QP0615
 QP0615                          STATION DESCRIPTION
 QP0615
 QP0615'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0615'4 MI NW FROM SAUK CENTRE.
 QP0615'MARK IS LOCATED ABOUT 4 MILES NORTHWEST OF SAUK CENTRE ALONG FAI 94.
 QP0615'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380-B
 QP0615'1966, SET IN A PRECAST CONCRETE MONUMENT.  MARK IS 99 FEET SOUTH OF
 QP0615'THE CENTERLINE OF EASTBOUND FAI 94 (STA. 443+08), 1 FOOT NORTH OF A
 QP0615'STEEL WITNESS POST, ABOUT 1 MILE EAST OF ASHLEY RIVER AND BURIED 4
 QP0615'INCHES.  SW 1/4 SECTION 36, T 127N, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0181 ***********************************************************************
 QP0181  DESIGNATION -  7380 BA
 QP0181  PID         -  QP0181
 QP0181  STATE/COUNTY-  MN/STEARNS
 QP0181  USGS QUAD   -  ST JOSEPH (1993)
 QP0181
 QP0181                         *CURRENT SURVEY CONTROL
 QP0181  ___________________________________________________________________
 QP0181* NAD 83(1986)-  45 34 49.     (N)    094 20 53.     (W)     SCALED    
 QP0181* NAVD 88     -       354.101  (meters)    1161.75   (feet)  ADJUSTED  
 QP0181  ___________________________________________________________________
 QP0181  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 QP0181  DYNAMIC HT  -         354.094 (meters)    1161.72  (feet)  COMP
 QP0181  MODELED GRAV-     980,583.9   (mgal)                       NAVD 88
 QP0181
 QP0181  VERT ORDER  -  SECOND    CLASS 0
 QP0181
 QP0181.The horizontal coordinates were scaled from a topographic map and have
 QP0181.an estimated accuracy of +/- 6 seconds.
 QP0181
 QP0181.The orthometric height was determined by differential leveling
 QP0181.and adjusted by the National Geodetic Survey in June 1991..
 QP0181
 QP0181.The geoid height was determined by GEOID03.
 QP0181
 QP0181.The dynamic height is computed by dividing the NAVD 88
 QP0181.geopotential number by the normal gravity value computed on the
 QP0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0181.degrees latitude (g = 980.6199 gals.).
 QP0181
 QP0181.The modeled gravity was interpolated from observed gravity values.
 QP0181
 QP0181;                    North         East    Units  Estimated Accuracy
 QP0181;SPC MN C     -   164,500.      792,350.      MT  (+/- 180 meters Scaled)
 QP0181
 QP0181                          SUPERSEDED SURVEY CONTROL
 QP0181
 QP0181  NGVD 29 (??/??/92)  353.965  (m)         1161.30   (f) ADJ UNCH    2 0
 QP0181
 QP0181.Superseded values are not recommended for survey control.
 QP0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0181.See file dsdata.txt to determine how the superseded data were derived.
 QP0181
 QP0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL948482(NAD 83)
 QP0181_MARKER: DD = SURVEY DISK
 QP0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0181_STAMPING: 7380-BA 1972
 QP0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0181+STABILITY: SURFACE MOTION
 QP0181
 QP0181  HISTORY     - Date     Condition        Report By
 QP0181  HISTORY     - 1972     MONUMENTED       MNDT
 QP0181
 QP0181                          STATION DESCRIPTION
 QP0181
 QP0181'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0181'1.5 MI NW FROM ST JOSEPH.
 QP0181'MARK IS LOCATED 1.7 MILES NORTHWEST ALONG TH 52 FROM THE JUNCTION OF
 QP0181'TH 52 AND COUNTY ROAD 2 IN ST. JOSEPH, THENCE, 0.2 MILES SOUTH ALONG A
 QP0181'TOWNSHIP ROAD, ABOUT 300 FEET NORTH-NORTHEAST OF A 1 1/2 STORY FRAME
 QP0181'HOUSE (YELLOW), 120 FEET SOUTH OF A POWER POLE, 40 FEET EAST OF AND 1
 QP0181'FOOT LOWER THAN THE CENTERLINE OF THE TOWNSHIP ROAD, 22 FEET NORTH OF
 QP0181'AN EAST-WEST FENCE LINE (SOUTH ONE OF TWO FENCES) 22 FEET WEST OF A 6
 QP0181'INCH ELM TREE, 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT
 QP0181'PRECAST CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE GROUND. SE 1/4
 QP0181'SECTION 5, T 124N, R 29W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0159 ***********************************************************************
 QP0159  DESIGNATION -  7380 BC
 QP0159  PID         -  QP0159
 QP0159  STATE/COUNTY-  MN/STEARNS
 QP0159  USGS QUAD   -  ST JOSEPH (1993)
 QP0159
 QP0159                         *CURRENT SURVEY CONTROL
 QP0159  ___________________________________________________________________
 QP0159* NAD 83(1986)-  45 33 54.     (N)    094 19 13.     (W)     SCALED    
 QP0159* NAVD 88     -       334.985  (meters)    1099.03   (feet)  ADJUSTED  
 QP0159  ___________________________________________________________________
 QP0159  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 QP0159  DYNAMIC HT  -         334.977 (meters)    1099.00  (feet)  COMP
 QP0159  MODELED GRAV-     980,582.4   (mgal)                       NAVD 88
 QP0159
 QP0159  VERT ORDER  -  SECOND    CLASS 0
 QP0159
 QP0159.The horizontal coordinates were scaled from a topographic map and have
 QP0159.an estimated accuracy of +/- 6 seconds.
 QP0159
 QP0159.The orthometric height was determined by differential leveling
 QP0159.and adjusted by the National Geodetic Survey in June 1991..
 QP0159
 QP0159.The geoid height was determined by GEOID03.
 QP0159
 QP0159.The dynamic height is computed by dividing the NAVD 88
 QP0159.geopotential number by the normal gravity value computed on the
 QP0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0159.degrees latitude (g = 980.6199 gals.).
 QP0159
 QP0159.The modeled gravity was interpolated from observed gravity values.
 QP0159
 QP0159;                    North         East    Units  Estimated Accuracy
 QP0159;SPC MN C     -   162,800.      794,510.      MT  (+/- 180 meters Scaled)
 QP0159
 QP0159                          SUPERSEDED SURVEY CONTROL
 QP0159
 QP0159  NGVD 29 (??/??/92)  334.851  (m)         1098.59   (f) ADJ UNCH    2 0
 QP0159
 QP0159.Superseded values are not recommended for survey control.
 QP0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0159.See file dsdata.txt to determine how the superseded data were derived.
 QP0159
 QP0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL969465(NAD 83)
 QP0159_MARKER: DD = SURVEY DISK
 QP0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0159_SP_SET: BASE
 QP0159_STAMPING: 7380-BC 1972
 QP0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0159
 QP0159  HISTORY     - Date     Condition        Report By
 QP0159  HISTORY     - 1972     MONUMENTED       MNDT
 QP0159
 QP0159                          STATION DESCRIPTION
 QP0159
 QP0159'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0159'IN ST JOSEPH.
 QP0159'MARK IS LOCATED AT ST. JOSEPH, ABOUT 100 FEET WEST OF THE ST. JOSEPH
 QP0159'MUNICIPAL BUILDING (VILLAGE HALL - FIRE AND STREET DEPARTMENTS) 25
 QP0159'FEET EAST OF THE CENTER OF A NORTH-SOUTH ALLEY, 10 FEET NORTH OF THE
 QP0159'CENTER OF AN EAST-WEST ALLEY, IN THE SOUTH CORNER OF THE CONCRETE BASE
 QP0159'OF THE SOUTHWEST LEG OF THE CITY WATER TANK ABOUT 1 FOOT ABOVE GROUND,
 QP0159'IN THE BLOCK SURROUNDED BY COUNTY ROAD 2, NORTHWEST 1ST AVENUE WEST
 QP0159'ASH STREET AND NORTHWEST 2ND AVENUE.  SW 1/4 SECTION 10, T 124N, R
 QP0159'29W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0158 ***********************************************************************
 QP0158  DESIGNATION -  7380 BD
 QP0158  PID         -  QP0158
 QP0158  STATE/COUNTY-  MN/STEARNS
 QP0158  USGS QUAD   -  ST JOSEPH (1993)
 QP0158
 QP0158                         *CURRENT SURVEY CONTROL
 QP0158  ___________________________________________________________________
 QP0158* NAD 83(1986)-  45 33 33.     (N)    094 20 13.     (W)     SCALED    
 QP0158* NAVD 88     -       335.783  (meters)    1101.65   (feet)  ADJUSTED  
 QP0158  ___________________________________________________________________
 QP0158  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 QP0158  DYNAMIC HT  -         335.775 (meters)    1101.62  (feet)  COMP
 QP0158  MODELED GRAV-     980,581.1   (mgal)                       NAVD 88
 QP0158
 QP0158  VERT ORDER  -  SECOND    CLASS 0
 QP0158
 QP0158.The horizontal coordinates were scaled from a topographic map and have
 QP0158.an estimated accuracy of +/- 6 seconds.
 QP0158
 QP0158.The orthometric height was determined by differential leveling
 QP0158.and adjusted by the National Geodetic Survey in June 1991..
 QP0158
 QP0158.The geoid height was determined by GEOID03.
 QP0158
 QP0158.The dynamic height is computed by dividing the NAVD 88
 QP0158.geopotential number by the normal gravity value computed on the
 QP0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0158.degrees latitude (g = 980.6199 gals.).
 QP0158
 QP0158.The modeled gravity was interpolated from observed gravity values.
 QP0158
 QP0158;                    North         East    Units  Estimated Accuracy
 QP0158;SPC MN C     -   162,150.      793,210.      MT  (+/- 180 meters Scaled)
 QP0158
 QP0158                          SUPERSEDED SURVEY CONTROL
 QP0158
 QP0158  NGVD 29 (??/??/92)  335.649  (m)         1101.21   (f) ADJ UNCH    2 0
 QP0158
 QP0158.Superseded values are not recommended for survey control.
 QP0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0158.See file dsdata.txt to determine how the superseded data were derived.
 QP0158
 QP0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL956459(NAD 83)
 QP0158_MARKER: DD = SURVEY DISK
 QP0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0158_STAMPING: 7380-BD 1972
 QP0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0158+STABILITY: SURFACE MOTION
 QP0158
 QP0158  HISTORY     - Date     Condition        Report By
 QP0158  HISTORY     - 1972     MONUMENTED       MNDT
 QP0158
 QP0158                          STATION DESCRIPTION
 QP0158
 QP0158'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0158'1.0 MI SW FROM ST JOSEPH.
 QP0158'MARK IS LOCATED 1.0 MILES SOUTHWEST ALONG COUNTY ROAD 2 FROM THE
 QP0158'JUNCTION OF COUNTY ROAD 2 AND COUNTY ROAD 121 (COLLEGE AVENUE) IN ST.
 QP0158'JOSEPH, THENCE, 0.1 MILES SOUTH ALONG A TOWNSHIP ROAD, 71 FEET NORTH
 QP0158'OF A FIELD ENTRANCE EAST, 31 FEET EAST OF AND 4 FEET LOWER THAN THE
 QP0158'CENTER OF THE TOWNSHIP ROAD, 9 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT
 QP0158'WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT
 QP0158'SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 9, T 124N, R 29W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0157 ***********************************************************************
 QP0157  DESIGNATION -  7380 BE
 QP0157  PID         -  QP0157
 QP0157  STATE/COUNTY-  MN/STEARNS
 QP0157  USGS QUAD   -  ST JOSEPH (1993)
 QP0157
 QP0157                         *CURRENT SURVEY CONTROL
 QP0157  ___________________________________________________________________
 QP0157* NAD 83(1986)-  45 32 54.     (N)    094 19 34.     (W)     SCALED    
 QP0157* NAVD 88     -       349.176  (meters)    1145.59   (feet)  ADJUSTED  
 QP0157  ___________________________________________________________________
 QP0157  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 QP0157  DYNAMIC HT  -         349.167 (meters)    1145.56  (feet)  COMP
 QP0157  MODELED GRAV-     980,579.8   (mgal)                       NAVD 88
 QP0157
 QP0157  VERT ORDER  -  SECOND    CLASS 0
 QP0157
 QP0157.The horizontal coordinates were scaled from a topographic map and have
 QP0157.an estimated accuracy of +/- 6 seconds.
 QP0157
 QP0157.The orthometric height was determined by differential leveling
 QP0157.and adjusted by the National Geodetic Survey in June 1991..
 QP0157
 QP0157.The geoid height was determined by GEOID03.
 QP0157
 QP0157.The dynamic height is computed by dividing the NAVD 88
 QP0157.geopotential number by the normal gravity value computed on the
 QP0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0157.degrees latitude (g = 980.6199 gals.).
 QP0157
 QP0157.The modeled gravity was interpolated from observed gravity values.
 QP0157
 QP0157;                    North         East    Units  Estimated Accuracy
 QP0157;SPC MN C     -   160,950.      794,060.      MT  (+/- 180 meters Scaled)
 QP0157
 QP0157                          SUPERSEDED SURVEY CONTROL
 QP0157
 QP0157  NGVD 29 (??/??/92)  349.042  (m)         1145.15   (f) ADJ UNCH    2 0
 QP0157
 QP0157.Superseded values are not recommended for survey control.
 QP0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0157.See file dsdata.txt to determine how the superseded data were derived.
 QP0157
 QP0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL964447(NAD 83)
 QP0157_MARKER: DD = SURVEY DISK
 QP0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0157_STAMPING: 7380-BE 1972
 QP0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0157+STABILITY: SURFACE MOTION
 QP0157
 QP0157  HISTORY     - Date     Condition        Report By
 QP0157  HISTORY     - 1972     MONUMENTED       MNDT
 QP0157
 QP0157                          STATION DESCRIPTION
 QP0157
 QP0157'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0157'1.2 MI SSW FROM ST JOSEPH.
 QP0157'MARK IS LOCATED 0.9 MILES SOUTH ALONG COUNTY ROAD 121 FROM THE
 QP0157'JUNCTION OF COUNTY ROADS 121 AND 2 IN ST. JOSEPH, THENCE, 0.25 MILES
 QP0157'WEST AND 0.25 MILES SOUTH ALONG A TOWNSHIP ROAD, THENCE, 0.2 MILES
 QP0157'WEST ALONG A FARM ROAD, 43 FEET NORTH OF AND 3 FEET LOWER THAN THE
 QP0157'CENTER OF THE FARM ROAD, 10 FEET NORTH OF A FENCE CORNER, 3 FEET EAST
 QP0157'OF A NORTH-SOUTH FENCE LINE, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN
 QP0157'A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4
 QP0157'SECTION 16, T 124N, R 29W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0156 ***********************************************************************
 QP0156  DESIGNATION -  7380 BF
 QP0156  PID         -  QP0156
 QP0156  STATE/COUNTY-  MN/STEARNS
 QP0156  USGS QUAD   -  ST JOSEPH (1993)
 QP0156
 QP0156                         *CURRENT SURVEY CONTROL
 QP0156  ___________________________________________________________________
 QP0156* NAD 83(1986)-  45 32 04.     (N)    094 18 40.     (W)     SCALED    
 QP0156* NAVD 88     -       326.041  (meters)    1069.69   (feet)  ADJUSTED  
 QP0156  ___________________________________________________________________
 QP0156  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 QP0156  DYNAMIC HT  -         326.032 (meters)    1069.66  (feet)  COMP
 QP0156  MODELED GRAV-     980,578.2   (mgal)                       NAVD 88
 QP0156
 QP0156  VERT ORDER  -  SECOND    CLASS 0
 QP0156
 QP0156.The horizontal coordinates were scaled from a topographic map and have
 QP0156.an estimated accuracy of +/- 6 seconds.
 QP0156
 QP0156.The orthometric height was determined by differential leveling
 QP0156.and adjusted by the National Geodetic Survey in June 1991..
 QP0156
 QP0156.The geoid height was determined by GEOID03.
 QP0156
 QP0156.The dynamic height is computed by dividing the NAVD 88
 QP0156.geopotential number by the normal gravity value computed on the
 QP0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0156.degrees latitude (g = 980.6199 gals.).
 QP0156
 QP0156.The modeled gravity was interpolated from observed gravity values.
 QP0156
 QP0156;                    North         East    Units  Estimated Accuracy
 QP0156;SPC MN C     -   159,400.      795,230.      MT  (+/- 180 meters Scaled)
 QP0156
 QP0156                          SUPERSEDED SURVEY CONTROL
 QP0156
 QP0156  NGVD 29 (??/??/92)  325.907  (m)         1069.25   (f) ADJ UNCH    2 0
 QP0156
 QP0156.Superseded values are not recommended for survey control.
 QP0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0156.See file dsdata.txt to determine how the superseded data were derived.
 QP0156
 QP0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL976431(NAD 83)
 QP0156_MARKER: DD = SURVEY DISK
 QP0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0156_STAMPING: 7380-BF 1972
 QP0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0156+STABILITY: SURFACE MOTION
 QP0156
 QP0156  HISTORY     - Date     Condition        Report By
 QP0156  HISTORY     - 1972     MONUMENTED       MNDT
 QP0156
 QP0156                          STATION DESCRIPTION
 QP0156
 QP0156'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0156'1.8 MI SSE FROM ST JOSEPH.
 QP0156'MARK IS LOCATED 1.7 MILES SOUTH-SOUTHEAST ALONG COUNTY ROAD 121 FROM
 QP0156'THE JUNCTION OF COUNTY ROAD 121 AND COUNTY ROAD 2 IN ST. JOSEPH,
 QP0156'THENCE, 0.7 MILES SOUTH ALONG A TOWNSHIP ROAD, ABOUT 300 FEET NORTH OF
 QP0156'A METAL FARM SHED, 79 FEET SOUTH OF A 24 INCH OAK TREE, 57 FEET WEST
 QP0156'OF AND 2 FEET HIGHER THAN THE TOWNSHIP ROAD CENTERLINE, 3 FEET WEST OF
 QP0156'A NORTH-SOUTH FENCE LINE, 4 FOOT WEST OF A STEEL WITNESS POST IN A 6
 QP0156'FOOT PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND. SE
 QP0156'1/4 SECTION 22, T 124N, R 29W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0154 ***********************************************************************
 QP0154  DESIGNATION -  7380 BH
 QP0154  PID         -  QP0154
 QP0154  STATE/COUNTY-  MN/STEARNS
 QP0154  USGS QUAD   -  ST JOSEPH (1993)
 QP0154
 QP0154                         *CURRENT SURVEY CONTROL
 QP0154  ___________________________________________________________________
 QP0154* NAD 83(1986)-  45 31 42.     (N)    094 17 53.     (W)     SCALED    
 QP0154* NAVD 88     -       332.053  (meters)    1089.41   (feet)  ADJUSTED  
 QP0154  ___________________________________________________________________
 QP0154  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 QP0154  DYNAMIC HT  -         332.044 (meters)    1089.38  (feet)  COMP
 QP0154  MODELED GRAV-     980,577.7   (mgal)                       NAVD 88
 QP0154
 QP0154  VERT ORDER  -  SECOND    CLASS 0
 QP0154
 QP0154.The horizontal coordinates were scaled from a topographic map and have
 QP0154.an estimated accuracy of +/- 6 seconds.
 QP0154
 QP0154.The orthometric height was determined by differential leveling
 QP0154.and adjusted by the National Geodetic Survey in June 1991..
 QP0154
 QP0154.The geoid height was determined by GEOID03.
 QP0154
 QP0154.The dynamic height is computed by dividing the NAVD 88
 QP0154.geopotential number by the normal gravity value computed on the
 QP0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0154.degrees latitude (g = 980.6199 gals.).
 QP0154
 QP0154.The modeled gravity was interpolated from observed gravity values.
 QP0154
 QP0154;                    North         East    Units  Estimated Accuracy
 QP0154;SPC MN C     -   158,720.      796,250.      MT  (+/- 180 meters Scaled)
 QP0154
 QP0154                          SUPERSEDED SURVEY CONTROL
 QP0154
 QP0154  NGVD 29 (??/??/92)  331.918  (m)         1088.97   (f) ADJ UNCH    2 0
 QP0154
 QP0154.Superseded values are not recommended for survey control.
 QP0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0154.See file dsdata.txt to determine how the superseded data were derived.
 QP0154
 QP0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL986424(NAD 83)
 QP0154_MARKER: DD = SURVEY DISK
 QP0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0154_STAMPING: 7380-BH 1972
 QP0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0154+STABILITY: SURFACE MOTION
 QP0154
 QP0154  HISTORY     - Date     Condition        Report By
 QP0154  HISTORY     - 1972     MONUMENTED       MNDT
 QP0154
 QP0154                          STATION DESCRIPTION
 QP0154
 QP0154'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0154'3.6 MI SW FROM WAITE PARK.
 QP0154'MARK IS LOCATED 1.2 MILES WEST ALONG T.H. 52 FROM THE BRIDGE OVER T.H.
 QP0154'23 AT WAITE PARK, THENCE, 2.8 MILES SOUTHWEST ALONG COUNTY ROAD 138,
 QP0154'0.3 MILES SOUTH OF THE JUNCTION OF COUNTY ROAD 121 (T ROAD NORTH), 143
 QP0154'FEET EAST OF THE CENTERLINE OF COUNTY ROAD 138, 42 FEET EAST OF A
 QP0154'POWER POLE, 6 FEET SOUTH OF AN EAST-WEST FENCE LINE, 1 FOOT WEST OF A
 QP0154'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT, SET FLUSH
 QP0154'WITH THE GROUND.  SW 1/4 SECTION 23, T 124N, R 29W.  NOTE-- THIS MARK
 QP0154'IS ALSO 3.0 MILES SOUTH ALONG COUNTY ROAD 121 FROM THE JUNCTION OF
 QP0154'COUNTY ROAD 121 AND COUNTY ROAD 2 IN ST. JOSEPH, THENCE, 0.3 MILES
 QP0154'SOUTH ALONG COUNTY ROAD 138.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0055 ***********************************************************************
 QP0055  DESIGNATION -  7380 BJ
 QP0055  PID         -  QP0055
 QP0055  STATE/COUNTY-  MN/STEARNS
 QP0055  USGS QUAD   -  ST JOSEPH (1993)
 QP0055
 QP0055                         *CURRENT SURVEY CONTROL
 QP0055  ___________________________________________________________________
 QP0055* NAD 83(1986)-  45 30 27.     (N)    094 16 22.     (W)     SCALED    
 QP0055* NAVD 88     -       338.202  (meters)    1109.58   (feet)  ADJUSTED  
 QP0055  ___________________________________________________________________
 QP0055  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 QP0055  DYNAMIC HT  -         338.192 (meters)    1109.55  (feet)  COMP
 QP0055  MODELED GRAV-     980,575.6   (mgal)                       NAVD 88
 QP0055
 QP0055  VERT ORDER  -  SECOND    CLASS 0
 QP0055
 QP0055.The horizontal coordinates were scaled from a topographic map and have
 QP0055.an estimated accuracy of +/- 6 seconds.
 QP0055
 QP0055.The orthometric height was determined by differential leveling
 QP0055.and adjusted by the National Geodetic Survey in June 1991..
 QP0055
 QP0055.The geoid height was determined by GEOID03.
 QP0055
 QP0055.The dynamic height is computed by dividing the NAVD 88
 QP0055.geopotential number by the normal gravity value computed on the
 QP0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0055.degrees latitude (g = 980.6199 gals.).
 QP0055
 QP0055.The modeled gravity was interpolated from observed gravity values.
 QP0055
 QP0055;                    North         East    Units  Estimated Accuracy
 QP0055;SPC MN C     -   156,410.      798,220.      MT  (+/- 180 meters Scaled)
 QP0055
 QP0055                          SUPERSEDED SURVEY CONTROL
 QP0055
 QP0055  NGVD 29 (??/??/92)  338.082  (m)         1109.19   (f) ADJ UNCH    2 0
 QP0055
 QP0055.Superseded values are not recommended for survey control.
 QP0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0055.See file dsdata.txt to determine how the superseded data were derived.
 QP0055
 QP0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL005401(NAD 83)
 QP0055_MARKER: DD = SURVEY DISK
 QP0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0055_STAMPING: 7380-BJ 1972
 QP0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0055+STABILITY: SURFACE MOTION
 QP0055
 QP0055  HISTORY     - Date     Condition        Report By
 QP0055  HISTORY     - 1972     MONUMENTED       MNDT
 QP0055
 QP0055                          STATION DESCRIPTION
 QP0055
 QP0055'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0055'3.8 MI SW FROM WAITE PARK.
 QP0055'MARK IS LOCATED 5.5 MILES SOUTHWEST ALONG T.H. 23 FROM THE JUNCTION OF
 QP0055'T.H. 23 AND T.H. 52 (BRIDGE) IN WAITE PARK, THENCE, 1.6 MILES EAST
 QP0055'ALONG COUNTY ROAD 6, THENCE, 0.25 MILES NORTH ALONG A TOWNSHIP ROAD,
 QP0055'THENCE, 0.5 MILES EAST AND NORTH ALONG A DIM TRAIL (AND EDGE OF
 QP0055'TREES), ABOUT 300 FEET NORTH OF A SMALL SWAMP, AT THE WEST EDGE OF A
 QP0055'OPEN FIELD, 47 FEET EAST OF A 15 INCH OAK TREE, 41 FEET
 QP0055'NORTH-NORTHEAST OF A 15 INCH OAK TREE, 1 FOOT EAST OF A STEEL WITNESS
 QP0055'POST, IN A 6-FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 QP0055'SW 1/4 SECTION 36, T 124N, R 29W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0054 ***********************************************************************
 QP0054  DESIGNATION -  7380 BK
 QP0054  PID         -  QP0054
 QP0054  STATE/COUNTY-  MN/STEARNS
 QP0054  USGS QUAD   -  ST JOSEPH (1993)
 QP0054
 QP0054                         *CURRENT SURVEY CONTROL
 QP0054  ___________________________________________________________________
 QP0054* NAD 83(1986)-  45 30 16.     (N)    094 16 49.     (W)     SCALED    
 QP0054* NAVD 88     -       339.479  (meters)    1113.77   (feet)  ADJUSTED  
 QP0054  ___________________________________________________________________
 QP0054  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 QP0054  DYNAMIC HT  -         339.469 (meters)    1113.74  (feet)  COMP
 QP0054  MODELED GRAV-     980,574.9   (mgal)                       NAVD 88
 QP0054
 QP0054  VERT ORDER  -  SECOND    CLASS 0
 QP0054
 QP0054.The horizontal coordinates were scaled from a topographic map and have
 QP0054.an estimated accuracy of +/- 6 seconds.
 QP0054
 QP0054.The orthometric height was determined by differential leveling
 QP0054.and adjusted by the National Geodetic Survey in June 1991..
 QP0054
 QP0054.The geoid height was determined by GEOID03.
 QP0054
 QP0054.The dynamic height is computed by dividing the NAVD 88
 QP0054.geopotential number by the normal gravity value computed on the
 QP0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0054.degrees latitude (g = 980.6199 gals.).
 QP0054
 QP0054.The modeled gravity was interpolated from observed gravity values.
 QP0054
 QP0054;                    North         East    Units  Estimated Accuracy
 QP0054;SPC MN C     -   156,070.      797,630.      MT  (+/- 180 meters Scaled)
 QP0054
 QP0054                          SUPERSEDED SURVEY CONTROL
 QP0054
 QP0054  NGVD 29 (??/??/92)  339.359  (m)         1113.38   (f) ADJ UNCH    2 0
 QP0054
 QP0054.Superseded values are not recommended for survey control.
 QP0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0054.See file dsdata.txt to determine how the superseded data were derived.
 QP0054
 QP0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL999397(NAD 83)
 QP0054_MARKER: DD = SURVEY DISK
 QP0054_SETTING: 66 = SET IN ROCK OUTCROP
 QP0054_SP_SET: GRANITE ROCK
 QP0054_STAMPING: 7380-BK 1972
 QP0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QP0054+STABILITY: POSITION/ELEVATION WELL
 QP0054
 QP0054  HISTORY     - Date     Condition        Report By
 QP0054  HISTORY     - 1972     MONUMENTED       MNDT
 QP0054
 QP0054                          STATION DESCRIPTION
 QP0054
 QP0054'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0054'4.2 MI SW FROM WAITE PARK.
 QP0054'MARK IS LOCATED 5.5 MILES SOUTHWEST ALONG T.H. 23 FROM THE JUNCTION OF
 QP0054'T.H. 23 AND T.H. 52 (BRIDGE) IN WAITE PARK, THENCE, 1.6 MILES EAST
 QP0054'ALONG COUNTY ROAD 6, THENCE, 0.25 MILES NORTH ALONG A TOWNSHIP ROAD,
 QP0054'AT A BEND IN THE ROAD WEST, 31 FEET SOUTHWEST OF THE CENTER OF THE
 QP0054'ROAD AT THE CENTER OF THE BEND, 21 FEET SOUTH OF A TELEPHONE CABLE
 QP0054'POST, 14 FEET NORTH OF AN 8 INCH OAK TREE, NEAR THE CENTER OF A 6 X 6
 QP0054'FOOT GRANITE ROCK, ABOUT 1 FOOT HIGHER THAN THE GROUND.  SW 1/4
 QP0054'SECTION 36, T 124N, R 29W.  NOTE-- THIS MARK IS ALSO 4.0 MILES
 QP0054'SOUTHWEST ALONG T.H. 15 FROM THE JUNCTION OF T.H.S 15 AND 152 IN ST.
 QP0054'CLOUD, THENCE, 2.6 MILES WEST ALONG COUNTY ROAD 6, THENCE, 0.25 MILES
 QP0054'NORTH ALONG A TOWNSHIP ROAD, AND CEMENTED INTO THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0153 ***********************************************************************
 QP0153  DESIGNATION -  7380 BL
 QP0153  PID         -  QP0153
 QP0153  STATE/COUNTY-  MN/STEARNS
 QP0153  USGS QUAD   -  ST JOSEPH (1993)
 QP0153
 QP0153                         *CURRENT SURVEY CONTROL
 QP0153  ___________________________________________________________________
 QP0153* NAD 83(1986)-  45 31 27.     (N)    094 15 35.     (W)     SCALED    
 QP0153* NAVD 88     -       335.472  (meters)    1100.63   (feet)  ADJUSTED  
 QP0153  ___________________________________________________________________
 QP0153  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 QP0153  DYNAMIC HT  -         335.463 (meters)    1100.60  (feet)  COMP
 QP0153  MODELED GRAV-     980,578.6   (mgal)                       NAVD 88
 QP0153
 QP0153  VERT ORDER  -  SECOND    CLASS 0
 QP0153
 QP0153.The horizontal coordinates were scaled from a topographic map and have
 QP0153.an estimated accuracy of +/- 6 seconds.
 QP0153
 QP0153.The orthometric height was determined by differential leveling
 QP0153.and adjusted by the National Geodetic Survey in June 1991..
 QP0153
 QP0153.The geoid height was determined by GEOID03.
 QP0153
 QP0153.The dynamic height is computed by dividing the NAVD 88
 QP0153.geopotential number by the normal gravity value computed on the
 QP0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0153.degrees latitude (g = 980.6199 gals.).
 QP0153
 QP0153.The modeled gravity was interpolated from observed gravity values.
 QP0153
 QP0153;                    North         East    Units  Estimated Accuracy
 QP0153;SPC MN C     -   158,260.      799,240.      MT  (+/- 180 meters Scaled)
 QP0153
 QP0153                          SUPERSEDED SURVEY CONTROL
 QP0153
 QP0153  NGVD 29 (??/??/92)  335.342  (m)         1100.20   (f) ADJ UNCH    2 0
 QP0153
 QP0153.Superseded values are not recommended for survey control.
 QP0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0153.See file dsdata.txt to determine how the superseded data were derived.
 QP0153
 QP0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL016419(NAD 83)
 QP0153_MARKER: DD = SURVEY DISK
 QP0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0153_SP_SET: FOOTING
 QP0153_STAMPING: 7380-BL 1972
 QP0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0153
 QP0153  HISTORY     - Date     Condition        Report By
 QP0153  HISTORY     - 1972     MONUMENTED       MNDT
 QP0153
 QP0153                          STATION DESCRIPTION
 QP0153
 QP0153'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0153'2.4 MI SW FROM WAITE PARK.
 QP0153'MARK IS LOCATED 3.2 MILES SOUTHWEST ALONG T.H. 23 FROM THE JUNCTION OF
 QP0153'T.H. 23 AND T.H. 52 (BRIDGE) IN WAITE PARK, THENCE, 1.1 MILES EAST
 QP0153'ALONG A TOWNSHIP ROAD, THENCE, 0.1 MILES SOUTH ALONG COUNTY ROAD 137,
 QP0153'ABOUT 350 FEET SOUTH OF THE ENTRANCE TO THE OFFICE OF A MOBILE HOME
 QP0153'PARK, (BEL CLARE ACRES), 82 FEET WEST OF AND ABOUT LEVEL WITH THE
 QP0153'CENTERLINE OF COUNTY ROAD 137, IN THE CONCRETE FOOTING OF THE
 QP0153'SOUTHEAST LEG OF THE BEL CLARE ACRES WATER TANK, ABOUT 1 FOOT ABOVE
 QP0153'GROUND.  NE 1/4 SECTION 25, T 124N, R 29W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0147 ***********************************************************************
 QP0147  DESIGNATION -  7380 BM
 QP0147  PID         -  QP0147
 QP0147  STATE/COUNTY-  MN/STEARNS
 QP0147  USGS QUAD   -  ST CLOUD (1993)
 QP0147
 QP0147                         *CURRENT SURVEY CONTROL
 QP0147  ___________________________________________________________________
 QP0147* NAD 83(1996)-  45 30 03.25127(N)    094 14 04.72412(W)     ADJUSTED  
 QP0147* NAVD 88     -       332.099  (meters)    1089.56   (feet)  ADJUSTED  
 QP0147  ___________________________________________________________________
 QP0147  X           -    -330,680.966 (meters)                     COMP
 QP0147  Y           -  -4,466,043.802 (meters)                     COMP
 QP0147  Z           -   4,526,757.175 (meters)                     COMP
 QP0147  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 QP0147  ELLIP HEIGHT-         305.10  (meters)          (11/19/03) GPS OBS
 QP0147  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 QP0147  DYNAMIC HT  -         332.089 (meters)    1089.53  (feet)  COMP
 QP0147  MODELED GRAV-     980,576.4   (mgal)                       NAVD 88
 QP0147
 QP0147  HORZ ORDER  -  FIRST
 QP0147  VERT ORDER  -  SECOND    CLASS 0
 QP0147  ELLP ORDER  -  THIRD     CLASS II
 QP0147
 QP0147.The horizontal coordinates were established by GPS observations
 QP0147.and adjusted by the MN DEPT OF TRANSP in November 2003..
 QP0147
 QP0147.The orthometric height was determined by differential leveling
 QP0147.and adjusted by the National Geodetic Survey in June 1991..
 QP0147
 QP0147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0147
 QP0147.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP0147
 QP0147.The ellipsoidal height was determined by GPS observations
 QP0147.and is referenced to NAD 83.
 QP0147
 QP0147.The geoid height was determined by GEOID03.
 QP0147
 QP0147.The dynamic height is computed by dividing the NAVD 88
 QP0147.geopotential number by the normal gravity value computed on the
 QP0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0147.degrees latitude (g = 980.6199 gals.).
 QP0147
 QP0147.The modeled gravity was interpolated from observed gravity values.
 QP0147
 QP0147;                    North         East     Units Scale Factor Converg.
 QP0147;SPC MN C     -   155,674.531   801,200.084   MT  1.00002709   +0 00 40.0
 QP0147;UTM  15      - 5,039,338.161   403,542.751   MT  0.99971439   -0 52 50.5
 QP0147
 QP0147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0147!SPC MN C     -   0.99995217  x   1.00002709  =   0.99997926
 QP0147!UTM  15      -   0.99995217  x   0.99971439  =   0.99966657
 QP0147
 QP0147                          SUPERSEDED SURVEY CONTROL
 QP0147
 QP0147  NAVD 88 (11/19/03)  332.10   (m)         1089.6    (f) LEVELING    3  
 QP0147  NGVD 29 (??/??/92)  331.974  (m)         1089.15   (f) ADJ UNCH    2 0
 QP0147
 QP0147.Superseded values are not recommended for survey control.
 QP0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0147.See file dsdata.txt to determine how the superseded data were derived.
 QP0147
 QP0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0354339338(NAD 83)
 QP0147_MARKER: DB = BENCH MARK DISK
 QP0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0147_STAMPING: 7380 BM 1972
 QP0147_MARK LOGO: MNHD  
 QP0147_PROJECTION: PROJECTING 10 CENTIMETERS
 QP0147_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0147+STABILITY: SURFACE MOTION
 QP0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0147+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005
 QP0147
 QP0147  HISTORY     - Date     Condition        Report By
 QP0147  HISTORY     - 1972     MONUMENTED       MNHD
 QP0147  HISTORY     - 20030401 GOOD             MNDT
 QP0147  HISTORY     - 20050420 GOOD             MNDT
 QP0147
 QP0147                          STATION DESCRIPTION
 QP0147
 QP0147'DESCRIBED BY MN HIGHWAY DEPT 1972
 QP0147'4.1 MI SW FROM ST CLOUD.
 QP0147'MARK IS LOCATED 0.4 MILES SOUTHWEST ALONG T.H. 15 FROM THE JUNCTION OF
 QP0147'T.H. S 15 AND 152 AT ST. CLOUD, THENCE, 0.55 MILES WEST ALONG COUNTY
 QP0147'ROAD 6, ABOUT 200 FEET SOUTH OF A 1-STORY FRAME HOUSE (GREEN), 75 FEET
 QP0147'WEST OF A POWER POLE, 51 FEET SOUTHEAST OF A MAIL BOX, 40 FEET SOUTH
 QP0147'OF AND ABOUT LEVEL WITH, THE CENTERLINE OF COUNTY ROAD 6, 18 FEET WEST
 QP0147'OF THE CENTER OF A FIELD ENTRANCE SOUTH, 1 FOOT NORTH OF A STEEL
 QP0147'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 6
 QP0147'INCHES ABOVE GROUND.  NW 1/4 SECTION 5, T 123N, R 28W.
 QP0147
 QP0147                          STATION RECOVERY (2003)
 QP0147
 QP0147'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QP0147'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK
 QP0147'PROJECTS 4 INCHES, AND IS MAGNETIC.  THE DISK IS A MINNESOTA HIGHWAY
 QP0147'DEPT BENCH MARK DISK SET BY SAME IN 1972.
 QP0147
 QP0147                          STATION RECOVERY (2005)
 QP0147
 QP0147'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP0147'4.1 MILES SOUTHWEST OF SAINT CLOUD, 0.3 MILES EAST ON COUNTY ROAD 75
 QP0147'FROM JUNCTION OF  COUNTY ROAD 75 AND TRUNK HIGHWAY 15 IN SAINT CLOUD,
 QP0147'3.9 MILES SOUTH ON COUNTY ROAD 74  (33RD AVENUE), 0.1 MILE WEST ON
 QP0147'COUNT Y ROAD 6, THEN 0.4 MILE WEST ON 40TH STREET SOUTH,  200 FEET
 QP0147'SOUTH OF HOUSE, 75 FEET WEST OF POWER POLE, 51 FEET SOUTHEAST OF
 QP0147'MAILBOX, 18   FEET WEST OF FIELD ENTRANCE SOUTH, 1 FOOT EAST OF
 QP0147'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0146 ***********************************************************************
 QP0146  DESIGNATION -  7380 BN
 QP0146  PID         -  QP0146
 QP0146  STATE/COUNTY-  MN/STEARNS
 QP0146  USGS QUAD   -  ST CLOUD (1993)
 QP0146
 QP0146                         *CURRENT SURVEY CONTROL
 QP0146  ___________________________________________________________________
 QP0146* NAD 83(1986)-  45 30 03.     (N)    094 12 35.     (W)     SCALED    
 QP0146* NAVD 88     -       323.742  (meters)    1062.14   (feet)  ADJUSTED  
 QP0146  ___________________________________________________________________
 QP0146  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 QP0146  DYNAMIC HT  -         323.733 (meters)    1062.11  (feet)  COMP
 QP0146  MODELED GRAV-     980,577.3   (mgal)                       NAVD 88
 QP0146
 QP0146  VERT ORDER  -  SECOND    CLASS 0
 QP0146
 QP0146.The horizontal coordinates were scaled from a topographic map and have
 QP0146.an estimated accuracy of +/- 6 seconds.
 QP0146
 QP0146.The orthometric height was determined by differential leveling
 QP0146.and adjusted by the National Geodetic Survey in June 1991..
 QP0146
 QP0146.The geoid height was determined by GEOID03.
 QP0146
 QP0146.The dynamic height is computed by dividing the NAVD 88
 QP0146.geopotential number by the normal gravity value computed on the
 QP0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0146.degrees latitude (g = 980.6199 gals.).
 QP0146
 QP0146.The modeled gravity was interpolated from observed gravity values.
 QP0146
 QP0146;                    North         East    Units  Estimated Accuracy
 QP0146;SPC MN C     -   155,670.      803,150.      MT  (+/- 180 meters Scaled)
 QP0146
 QP0146                          SUPERSEDED SURVEY CONTROL
 QP0146
 QP0146  NGVD 29 (??/??/92)  323.618  (m)         1061.74   (f) ADJ UNCH    2 0
 QP0146
 QP0146.Superseded values are not recommended for survey control.
 QP0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0146.See file dsdata.txt to determine how the superseded data were derived.
 QP0146
 QP0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL054393(NAD 83)
 QP0146_MARKER: DB = BENCH MARK DISK
 QP0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0146_STAMPING: 7380 BN 1972
 QP0146_MARK LOGO: MNDT  
 QP0146_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0146+STABILITY: SURFACE MOTION
 QP0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0146+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 QP0146
 QP0146  HISTORY     - Date     Condition        Report By
 QP0146  HISTORY     - 1972     MONUMENTED       MNDT
 QP0146  HISTORY     - 20030401 GOOD             MNDT
 QP0146
 QP0146                          STATION DESCRIPTION
 QP0146
 QP0146'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0146'3.5 MI SSW FROM ST CLOUD.
 QP0146'MARK IS LOCATED, 4.0 MILES SOUTHWEST ALONG T.H. 15 FROM THE JUNCTION
 QP0146'OF T.H.S 15 AND 152 IN ST. CLOUD, THENCE, 0.7 MILES EAST ALONG COUNTY
 QP0146'ROAD 122 (COUNTY ROAD 6 WEST), 75 FEET NORTHWEST OF THE NORTHWEST
 QP0146'CORNER OF A CONCRETE BLOCK BASEMENT (FIRE NO. P-454), 71 FEET EAST OF
 QP0146'A POWER POLE, 38 FEET SOUTH OF AND 1 FOOT HIGHER THAN THE CENTERLINE
 QP0146'OF COUNTY ROAD 122, 12 FEET SOUTHWEST OF A POWER POLE (WITH
 QP0146'TRANSFORMER AND GUY WIRE), 1 FOOT NORTH OF A STEEL WITNESS POST, IN A
 QP0146'6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4
 QP0146'SECTION 5, T 123N, R 28W.
 QP0146
 QP0146                          STATION RECOVERY (2003)
 QP0146
 QP0146'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QP0146'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QP0146'MAGNETIC, FLUSH WITH THE GROUND, AND NOT SUITABLE FOR GPS
 QP0146'OBSERVATIONS.  THE DISK IN A MINNESOTA HIGHWAY DEPT BENCH MARK DISK
 QP0146'SET BY SAME IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0411 ***********************************************************************
 QP0411  DESIGNATION -  7380 BP
 QP0411  PID         -  QP0411
 QP0411  STATE/COUNTY-  MN/STEARNS
 QP0411  USGS QUAD   -  ST AUGUSTA (1974)
 QP0411
 QP0411                         *CURRENT SURVEY CONTROL
 QP0411  ___________________________________________________________________
 QP0411* NAD 83(1996)-  45 29 59.04285(N)    094 11 56.44136(W)     ADJUSTED  
 QP0411* NAVD 88     -       327.773  (meters)    1075.37   (feet)  ADJUSTED  
 QP0411  ___________________________________________________________________
 QP0411  X           -    -327,909.887 (meters)                     COMP
 QP0411  Y           -  -4,466,337.977 (meters)                     COMP
 QP0411  Z           -   4,526,662.996 (meters)                     COMP
 QP0411  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 QP0411  ELLIP HEIGHT-         300.74  (meters)          (11/19/03) GPS OBS
 QP0411  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 QP0411  DYNAMIC HT  -         327.765 (meters)    1075.34  (feet)  COMP
 QP0411  MODELED GRAV-     980,581.8   (mgal)                       NAVD 88
 QP0411
 QP0411  HORZ ORDER  -  FIRST
 QP0411  VERT ORDER  -  SECOND    CLASS 0
 QP0411  ELLP ORDER  -  THIRD     CLASS II
 QP0411
 QP0411.The horizontal coordinates were established by GPS observations
 QP0411.and adjusted by the MN DEPT OF TRANSP in November 2003..
 QP0411
 QP0411.The orthometric height was determined by differential leveling
 QP0411.and adjusted by the National Geodetic Survey in June 1991..
 QP0411
 QP0411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0411
 QP0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP0411
 QP0411.The ellipsoidal height was determined by GPS observations
 QP0411.and is referenced to NAD 83.
 QP0411
 QP0411.The geoid height was determined by GEOID03.
 QP0411
 QP0411.The dynamic height is computed by dividing the NAVD 88
 QP0411.geopotential number by the normal gravity value computed on the
 QP0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0411.degrees latitude (g = 980.6199 gals.).
 QP0411
 QP0411.The modeled gravity was interpolated from observed gravity values.
 QP0411
 QP0411;                    North         East     Units Scale Factor Converg.
 QP0411;SPC MN C     -   155,545.768   803,985.291   MT  1.00002738   +0 02 12.8
 QP0411;UTM  15      - 5,039,166.111   406,324.736   MT  0.99970789   -0 51 18.9
 QP0411
 QP0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0411!SPC MN C     -   0.99995285  x   1.00002738  =   0.99998023
 QP0411!UTM  15      -   0.99995285  x   0.99970789  =   0.99966076
 QP0411
 QP0411                          SUPERSEDED SURVEY CONTROL
 QP0411
 QP0411  NAVD 88 (11/19/03)  327.77   (m)         1075.4    (f) LEVELING    3  
 QP0411  NGVD 29 (??/??/92)  327.650  (m)         1074.96   (f) ADJ UNCH    2 0
 QP0411
 QP0411.Superseded values are not recommended for survey control.
 QP0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0411.See file dsdata.txt to determine how the superseded data were derived.
 QP0411
 QP0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0632539166(NAD 83)
 QP0411_MARKER: DB = BENCH MARK DISK
 QP0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0411_STAMPING: 7380 BP 1972
 QP0411_MARK LOGO: MNHD  
 QP0411_PROJECTION: PROJECTING 10 CENTIMETERS
 QP0411_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0411+STABILITY: SURFACE MOTION
 QP0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0411+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005
 QP0411
 QP0411  HISTORY     - Date     Condition        Report By
 QP0411  HISTORY     - 1972     MONUMENTED       MNHD
 QP0411  HISTORY     - 20030401 GOOD             MNDT
 QP0411  HISTORY     - 20050420 GOOD             MNDT
 QP0411
 QP0411                          STATION DESCRIPTION
 QP0411
 QP0411'DESCRIBED BY MN HIGHWAY DEPT 1972
 QP0411'2.7 MI NW FROM ST AUGUSTA.
 QP0411'MARK IS LOCATED 2.3 MILES WEST ALONG COUNTY ROAD 115 FROM THE JUNCTION
 QP0411'OF COUNTY RDS. 115 AND 7 IN ST. AUGUSTA, THENCE, 1.45 MILES NORTH
 QP0411'ALONG COUNTY ROAD 136, 0.45 MILES NORTH OF A TOWNSHIP T ROAD EAST,
 QP0411'ABOUT 300 FEET SOUTH OF COUNTY ROAD 122, 126 FEET WEST OF THE
 QP0411'NORTHWEST CORNER OF A 1 1/2 STORY-STUCCO HOUSE (GREEN), 52 FEET
 QP0411'NORTH-NORTHWEST OF A POWER POLE (WITH TRANSFORMER), 51 FEET WEST OF
 QP0411'AND ABOUT LEVEL WITH THE CENTERLINE OF COUNTY ROAD 136, 1 FOOT EAST OF
 QP0411'A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 QP0411'WITH THE GROUND.  NE1/4 SECTION 4, T 123N, R 28W.  NOTE-- THIS MARK IS
 QP0411'ALSO 4.0 MILES SOUTH ALONG T.H. 15 FROM THE JUNCTION OF T.H. 15 AND
 QP0411'T.H. 152 IN ST. CLOUD, THENCE, 1.25 MILES EAST ALONG COUNTY ROAD 122
 QP0411'(COUNTY ROAD 6 WEST), THENCE, ABOUT 300 FEET SOUTH ALONG COUNTY ROAD
 QP0411'136.
 QP0411
 QP0411                          STATION RECOVERY (2003)
 QP0411
 QP0411'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QP0411'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK
 QP0411'PROJECTS 1 INCH, AND IS MAGNETIC.  THE DISK IS A MINNESOTA HIGHWAY
 QP0411'DEPT BENCH MARK DISK SET BY SAME IN 1972.
 QP0411
 QP0411                          STATION RECOVERY (2005)
 QP0411
 QP0411'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP0411'0.15 MILE SOUTH ON COUNTY ROAD 75 FROM JUNCTION OF COUNTY ROAD 75 AND
 QP0411'INTERSTATE  HIGHWAY 94 AT SAINT AUGUSTA, 2.3 MILES WEST ON 255TH
 QP0411'STREET, 0.4 MILE NORTH ON COUNTY  ROAD 136, 300  FEET NORTH OF
 QP0411'INTERSTATE HIGHWAY 94, 300 FEET SOUTH OF COUNTY ROAD 122, 51  FEET
 QP0411'WEST OF COUNTY ROAD 136, 126 FEET WEST OF NORTHWEST CORNER OF HOUSE,
 QP0411'52 FEET  NORTH-NORTHWEST OF POWER POLE WITH TRANSFORMER, 1 FOOT NORTH
 QP0411'OF WITNESS POST.    PROJECTS 4 INCHES, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0410 ***********************************************************************
 QP0410  DESIGNATION -  7380 BQ
 QP0410  PID         -  QP0410
 QP0410  STATE/COUNTY-  MN/STEARNS
 QP0410  USGS QUAD   -  ST AUGUSTA (1974)
 QP0410
 QP0410                         *CURRENT SURVEY CONTROL
 QP0410  ___________________________________________________________________
 QP0410* NAD 83(1986)-  45 29 37.     (N)    094 10 45.     (W)     SCALED    
 QP0410* NAVD 88     -       319.415  (meters)    1047.95   (feet)  ADJUSTED  
 QP0410  ___________________________________________________________________
 QP0410  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 QP0410  DYNAMIC HT  -         319.407 (meters)    1047.92  (feet)  COMP
 QP0410  MODELED GRAV-     980,581.3   (mgal)                       NAVD 88
 QP0410
 QP0410  VERT ORDER  -  SECOND    CLASS 0
 QP0410
 QP0410.The horizontal coordinates were scaled from a topographic map and have
 QP0410.an estimated accuracy of +/- 6 seconds.
 QP0410
 QP0410.The orthometric height was determined by differential leveling
 QP0410.and adjusted by the National Geodetic Survey in June 1991..
 QP0410
 QP0410.The geoid height was determined by GEOID03.
 QP0410
 QP0410.The dynamic height is computed by dividing the NAVD 88
 QP0410.geopotential number by the normal gravity value computed on the
 QP0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0410.degrees latitude (g = 980.6199 gals.).
 QP0410
 QP0410.The modeled gravity was interpolated from observed gravity values.
 QP0410
 QP0410;                    North         East    Units  Estimated Accuracy
 QP0410;SPC MN C     -   154,870.      805,540.      MT  (+/- 180 meters Scaled)
 QP0410
 QP0410                          SUPERSEDED SURVEY CONTROL
 QP0410
 QP0410  NGVD 29 (??/??/92)  319.294  (m)         1047.55   (f) ADJ UNCH    2 0
 QP0410
 QP0410.Superseded values are not recommended for survey control.
 QP0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0410.See file dsdata.txt to determine how the superseded data were derived.
 QP0410
 QP0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL078384(NAD 83)
 QP0410_MARKER: DD = SURVEY DISK
 QP0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0410_STAMPING: 7380-BQ 1972
 QP0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0410+STABILITY: SURFACE MOTION
 QP0410
 QP0410  HISTORY     - Date     Condition        Report By
 QP0410  HISTORY     - 1972     MONUMENTED       MNDT
 QP0410  HISTORY     - 20030401 MARK NOT FOUND   MNDT
 QP0410
 QP0410                          STATION DESCRIPTION
 QP0410
 QP0410'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0410'1.6 MI NE FROM ST AUGUSTA.
 QP0410'MARK IS LOCATED 1.0 MILES NORTH ALONG COUNTY ROAD 7 AND T.H. 152 FROM
 QP0410'THE JUNCTION OF COUNTY ROADS 7 AND 115 IN ST. AUGUSTA, THENCE, 1.3
 QP0410'MILES WEST ALONG A TOWNSHIP ROAD, 0.2 MILES EAST OF A NORTH-SOUTH TWIN
 QP0410'POLE POWER LINE, 118 FEET NORTH OF AN EAST-WEST TOWNSHIP ROAD, 60 FEET
 QP0410'NORTH OF A POWER POLE, 45 FEET WEST OF AND 1 FOOT HIGHER THAN THE
 QP0410'CENTER OF A NORTH-SOUTH TOWNSHIP ROAD, 36 FEET NORTH OF THE CENTER OF
 QP0410'A FIELD ENTRANCE WEST, 1 FOOT EAST OF A STEEL WITNESS POST, IN A
 QP0410'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE1/4 SECTION 3, T 123N,
 QP0410'R 28W.
 QP0410
 QP0410                          STATION RECOVERY (2003)
 QP0410
 QP0410'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QP0410'THE MARK WAS SEARCHED FOR AND NOT FOUND, THE GEODETIC CREW REPORTED
 QP0410'MONUMENT IS LOCATED IN A PLOWED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0409 ***********************************************************************
 QP0409  DESIGNATION -  7380 BR
 QP0409  PID         -  QP0409
 QP0409  STATE/COUNTY-  MN/STEARNS
 QP0409  USGS QUAD   -  ST AUGUSTA (1974)
 QP0409
 QP0409                         *CURRENT SURVEY CONTROL
 QP0409  ___________________________________________________________________
 QP0409* NAD 83(1986)-  45 29 36.     (N)    094 09 13.     (W)     SCALED    
 QP0409* NAVD 88     -       307.748  (meters)    1009.67   (feet)  ADJUSTED  
 QP0409  ___________________________________________________________________
 QP0409  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 QP0409  DYNAMIC HT  -         307.740 (meters)    1009.64  (feet)  COMP
 QP0409  MODELED GRAV-     980,581.2   (mgal)                       NAVD 88
 QP0409
 QP0409  VERT ORDER  -  SECOND    CLASS 0
 QP0409
 QP0409.The horizontal coordinates were scaled from a topographic map and have
 QP0409.an estimated accuracy of +/- 6 seconds.
 QP0409
 QP0409.The orthometric height was determined by differential leveling
 QP0409.and adjusted by the National Geodetic Survey in June 1991..
 QP0409
 QP0409.The geoid height was determined by GEOID03.
 QP0409
 QP0409.The dynamic height is computed by dividing the NAVD 88
 QP0409.geopotential number by the normal gravity value computed on the
 QP0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0409.degrees latitude (g = 980.6199 gals.).
 QP0409
 QP0409.The modeled gravity was interpolated from observed gravity values.
 QP0409
 QP0409;                    North         East    Units  Estimated Accuracy
 QP0409;SPC MN C     -   154,840.      807,540.      MT  (+/- 180 meters Scaled)
 QP0409
 QP0409                          SUPERSEDED SURVEY CONTROL
 QP0409
 QP0409  NGVD 29 (??/??/??)  307.628  (m)         1009.28   (f) ADJUSTED    2 0
 QP0409
 QP0409.Superseded values are not recommended for survey control.
 QP0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0409.See file dsdata.txt to determine how the superseded data were derived.
 QP0409
 QP0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL098384(NAD 83)
 QP0409_MARKER: DD = SURVEY DISK
 QP0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0409_STAMPING: 7380-BR 1972
 QP0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0409+STABILITY: SURFACE MOTION
 QP0409
 QP0409  HISTORY     - Date     Condition        Report By
 QP0409  HISTORY     - 1972     MONUMENTED       MNDT
 QP0409  HISTORY     - 1977     GOOD             MNDT
 QP0409  HISTORY     - 1977     MARK NOT FOUND   NGS
 QP0409
 QP0409                          STATION DESCRIPTION
 QP0409
 QP0409'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0409'1.0 MI N FROM ST AUGUSTA.
 QP0409'MARK IS LOCATED 1.0 MILES NORTH ALONG COUNTY ROAD 7 AND T.H. 52, FROM
 QP0409'THE JUNCTION OF COUNTY ROADS 7 AND 115 IN ST. AUGUSTA, ABOUT 300 FEET
 QP0409'WEST OF T.H. 152 AT MILE POINT 9.1, 135 FEET WEST OF THE WEST EDGE OF
 QP0409'A NORTH-SOUTH ROW OF PINE TREES, 32 FEET NORTH OF AND ABOUT LEVEL WITH
 QP0409'THE CENTER OF THE TOWNSHIP ROAD, 6.5 FEET NORTHEAST OF A POWER POLE, 1
 QP0409'FOOT SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 QP0409'MONUMENT SET FLUSH WITH THE GROUND.  NW1/4 SECTION 1, T 123N, R 28W.
 QP0409
 QP0409                          STATION RECOVERY (1977)
 QP0409
 QP0409'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QP0409'THE MARK AS DESCRIBED IN NATIONAL GEODETIC SURVEY LINE 140 DATED 1973
 QP0409'WAS RECOVERED ON MARCH 26, 1976 BUT NO EVIDENCE OF THE MARK COULD BE
 QP0409'FOUND ON JANUARY 17, 1977. THE MARK WAS EITHER DESTROYED OR BURIED
 QP0409'UNDER THE CONSTRUCTION OF INTERSTATE 94. ON MARCH 26 1976 BR WAS
 QP0409'LOCATED 1.0 MILES NORTH ALONG COUNTY STATE AID HIGHWAY 7 THE JUNCTION
 QP0409'OF COUNTY STATE AID HIGHWAY 7 AND COUNTY ROAD 115 AT ST. AUGUSTA,
 QP0409'32.0 FT. NORTH OF THE CENTER OF AN EAST WEST TOWNSHIP ROAD, 350 FT.
 QP0409'WEST OF OLD TRUNK HIGHWAY 152, 0.2 MILE WEST OF NEW TRUNK HIGHWAY 52,
 QP0409'135 FT. WEST OF A NORTH SOUTH ROW OF JACKPINE TREES, 103 FT. NORTHEAST
 QP0409'OF WOOD CORNER FENCE POST AND 0.8 FT. SOUTH OF A STEEL WITNESS POST.
 QP0409
 QP0409                          STATION RECOVERY (1977)
 QP0409
 QP0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 QP0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0405 ***********************************************************************
 QP0405  DESIGNATION -  7380 BS
 QP0405  PID         -  QP0405
 QP0405  STATE/COUNTY-  MN/STEARNS
 QP0405  USGS QUAD   -  ST AUGUSTA (1974)
 QP0405
 QP0405                         *CURRENT SURVEY CONTROL
 QP0405  ___________________________________________________________________
 QP0405* NAD 83(1986)-  45 28 12.     (N)    094 08 01.     (W)     SCALED    
 QP0405* NAVD 88     -       300.206  (meters)     984.93   (feet)  ADJUSTED  
 QP0405  ___________________________________________________________________
 QP0405  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 QP0405  DYNAMIC HT  -         300.197 (meters)     984.90  (feet)  COMP
 QP0405  MODELED GRAV-     980,578.1   (mgal)                       NAVD 88
 QP0405
 QP0405  VERT ORDER  -  SECOND    CLASS 0
 QP0405
 QP0405.The horizontal coordinates were scaled from a topographic map and have
 QP0405.an estimated accuracy of +/- 6 seconds.
 QP0405
 QP0405.The orthometric height was determined by differential leveling
 QP0405.and adjusted by the National Geodetic Survey in June 1991..
 QP0405
 QP0405.The geoid height was determined by GEOID03.
 QP0405
 QP0405.The dynamic height is computed by dividing the NAVD 88
 QP0405.geopotential number by the normal gravity value computed on the
 QP0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0405.degrees latitude (g = 980.6199 gals.).
 QP0405
 QP0405.The modeled gravity was interpolated from observed gravity values.
 QP0405
 QP0405;                    North         East    Units  Estimated Accuracy
 QP0405;SPC MN C     -   152,250.      809,100.      MT  (+/- 180 meters Scaled)
 QP0405
 QP0405                          SUPERSEDED SURVEY CONTROL
 QP0405
 QP0405  NGVD 29 (??/??/??)  300.087  (m)          984.54   (f) ADJUSTED    2 0
 QP0405
 QP0405.Superseded values are not recommended for survey control.
 QP0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0405.See file dsdata.txt to determine how the superseded data were derived.
 QP0405
 QP0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL113357(NAD 83)
 QP0405_MARKER: DB = BENCH MARK DISK
 QP0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0405_STAMPING: 7380 BS 1972
 QP0405_MARK LOGO: MNHD  
 QP0405_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0405+STABILITY: SURFACE MOTION
 QP0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0405+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 QP0405
 QP0405  HISTORY     - Date     Condition        Report By
 QP0405  HISTORY     - 1972     MONUMENTED       MNHD
 QP0405  HISTORY     - 1977     GOOD             MNDT
 QP0405  HISTORY     - 20030401 GOOD             MNDT
 QP0405
 QP0405                          STATION DESCRIPTION
 QP0405
 QP0405'DESCRIBED BY MN HIGHWAY DEPT 1972
 QP0405'0.95 MI SE FROM ST AUGUSTA.
 QP0405'MARK IS LOCATED 0.5 MILES EAST ALONG COUNTY ROAD 115 FROM THE JUNCTION
 QP0405'OF COUNTY RDS. 115 AND 7 IN ST. AUGUSTA, THENCE, 0.8 MILES SOUTHEAST
 QP0405'ALONG T.H. 152, THENCE, 0.3 MILE EAST ALONG A TOWNSHIP ROAD, 85 FEET
 QP0405'SOUTH-SOUTHEAST OF RAILROAD MILE POST NO. 56, 46 FEET NORTHWEST OF A
 QP0405'TELEGRAPH POLE (WITH GUY WIRE), 44 FEET SOUTHWEST OF THE SOUTHWEST
 QP0405'RAIL OF THE BURLINGTON NORTHERN RAILROAD, 28 FEET SOUTH OF AND ABOUT
 QP0405'LEVEL WITH THE CENTER OF THE EAST-WEST TOWNSHIP ROAD, 1 FOOT NORTH OF
 QP0405'A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 QP0405'WITH THE GROUND.  NW1/4 SECTION 18, T 123N, R 27W.
 QP0405
 QP0405                          STATION RECOVERY (1977)
 QP0405
 QP0405'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QP0405'THE MARK WAS FOUND AS DESCRIBED IN NATIONAL GEODETIC SURVEY LINE 136
 QP0405'MN DATED JULY 1973. IT IS LOCATED 0.5 MILE EAST ALONG COUNTY ROAD 115
 QP0405'FROM THE JUNCTION OF COUNTY ROAD 115 AND COUNTY STATE AID HIGHWAY 7
 QP0405'AT ST. AUGUSTA, THENCE SOUTHEAST ALONG COUNTY ROAD 75 (OLD TRUNK
 QP0405'HIGHWAY 152) FOR 1.4 MILES, THENCE NORTH ALONG A TOWNSHIP ROAD FOR 0.5
 QP0405'MILE, THENCE WEST ALONG ANOTHER TOWNSHIP ROAD (APPROXIMATE NORTH LINE
 QP0405'OF SECTION 18) FOR 0.25 MILE. IT IS 30.0 FT. SOUTH OF AND ABOUT ONE
 QP0405'FT. LOWER THAN THE EAST WEST TOWNSHIP ROAD, 43.8 FT. SOUTHWEST OF THE
 QP0405'SOUTHWEST RAIL OF THE BURLINGTON NORTHERN RAILROAD, 85.5 FT. SOUTHWEST
 QP0405'OF RAILROAD MILEPOST NUMBER 56, 24.2 FT. SOUTHWEST OF A RAILROAD
 QP0405'CROSSING POST. IT IS ONE FT. WEST OF A STEEL WITNESS POST.
 QP0405
 QP0405                          STATION RECOVERY (2003)
 QP0405
 QP0405'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QP0405'THE MARK WAS RECOVERED IN GOOD CONDITION.  2.45 MI SE ALONG CO RD 75
 QP0405'FROM JCT OF FAI 94 AND CO RD 75 AT ST AUGUST A, 0.45MI NORTH ON 8TH
 QP0405'AVE S, 0.25 MI WEST ON TRAIL, 45 FT S...Y OLD R R GRADE, 30 FT SOUTH
 QP0405'OF TRAIL, 1 FT SOUTH OF FENCE, PROJECTS 2 INCHES, MAGNETIC, SUITABLE
 QP0405'FOR  GPS OBSERVATIONS.  THE DISK IS A MINNESOTA HIGHWAY DEPT BENCH
 QP0405'MARK DISK SET BY SAME IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0403 ***********************************************************************
 QP0403  DESIGNATION -  7380 BT
 QP0403  PID         -  QP0403
 QP0403  STATE/COUNTY-  MN/STEARNS
 QP0403  USGS QUAD   -  ST AUGUSTA (1974)
 QP0403
 QP0403                         *CURRENT SURVEY CONTROL
 QP0403  ___________________________________________________________________
 QP0403* NAD 83(1996)-  45 27 48.70384(N)    094 07 39.22379(W)     ADJUSTED  
 QP0403* NAVD 88     -       306.805  (meters)    1006.58   (feet)  ADJUSTED  
 QP0403  ___________________________________________________________________
 QP0403  X           -    -322,545.450 (meters)                     COMP
 QP0403  Y           -  -4,469,590.478 (meters)                     COMP
 QP0403  Z           -   4,523,826.501 (meters)                     COMP
 QP0403  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 QP0403  ELLIP HEIGHT-         279.62  (meters)          (11/19/03) GPS OBS
 QP0403  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 QP0403  DYNAMIC HT  -         306.795 (meters)    1006.54  (feet)  COMP
 QP0403  MODELED GRAV-     980,577.0   (mgal)                       NAVD 88
 QP0403
 QP0403  HORZ ORDER  -  FIRST
 QP0403  VERT ORDER  -  SECOND    CLASS 0
 QP0403  ELLP ORDER  -  THIRD     CLASS II
 QP0403
 QP0403.The horizontal coordinates were established by GPS observations
 QP0403.and adjusted by the MN DEPT OF TRANSP in November 2003..
 QP0403
 QP0403.The orthometric height was determined by differential leveling
 QP0403.and adjusted by the National Geodetic Survey in June 1991..
 QP0403
 QP0403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0403
 QP0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP0403
 QP0403.The ellipsoidal height was determined by GPS observations
 QP0403.and is referenced to NAD 83.
 QP0403
 QP0403.The geoid height was determined by GEOID03.
 QP0403
 QP0403.The dynamic height is computed by dividing the NAVD 88
 QP0403.geopotential number by the normal gravity value computed on the
 QP0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0403.degrees latitude (g = 980.6199 gals.).
 QP0403
 QP0403.The modeled gravity was interpolated from observed gravity values.
 QP0403
 QP0403;                    North         East     Units Scale Factor Converg.
 QP0403;SPC MN C     -   151,527.860   809,576.028   MT  1.00003669   +0 05 18.9
 QP0403;UTM  15      - 5,035,062.988   411,850.403   MT  0.99969553   -0 48 13.6
 QP0403
 QP0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0403!SPC MN C     -   0.99995616  x   1.00003669  =   0.99999285
 QP0403!UTM  15      -   0.99995616  x   0.99969553  =   0.99965171
 QP0403
 QP0403|---------------------------------------------------------------------|
 QP0403| PID    Reference Object                     Distance      Geod. Az  |
 QP0403|                                                           dddmmss.s |
 QP0403| QP0400 HERDER                              285.689 METERS 09537     |
 QP0403|---------------------------------------------------------------------|
 QP0403
 QP0403                          SUPERSEDED SURVEY CONTROL
 QP0403
 QP0403  NAVD 88 (11/19/03)  306.81   (m)         1006.6    (f) LEVELING    3  
 QP0403  NGVD 29 (??/??/??)  306.681  (m)         1006.17   (f) ADJUSTED    2 0
 QP0403
 QP0403.Superseded values are not recommended for survey control.
 QP0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0403.See file dsdata.txt to determine how the superseded data were derived.
 QP0403
 QP0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1185035063(NAD 83)
 QP0403_MARKER: DB = BENCH MARK DISK
 QP0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0403_STAMPING: 7380 BT 1972
 QP0403_MARK LOGO: MNHD  
 QP0403_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0403+STABILITY: SURFACE MOTION
 QP0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0403+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 QP0403
 QP0403  HISTORY     - Date     Condition        Report By
 QP0403  HISTORY     - 1972     MONUMENTED       MNHD
 QP0403  HISTORY     - 1977     GOOD             MNDT
 QP0403  HISTORY     - 20030401 GOOD             MNDT
 QP0403
 QP0403                          STATION DESCRIPTION
 QP0403
 QP0403'DESCRIBED BY MN HIGHWAY DEPT 1972
 QP0403'1.7 MI SE FROM ST AUGUSTA.
 QP0403'MARK IS LOCATED 0.5 MILES EAST ALONG COUNTY ROAD 115 FROM THE JUNCTION
 QP0403'OF COUNTY ROADS 115 AND 7 IN ST. AUGUSTA, THENCE, 1.2 MILES SOUTHEAST
 QP0403'ALONG T.H. 152, THENCE, 0.2 MILES SOUTH ALONG A TOWNSHIP ROAD
 QP0403'(GRAVEL), 89 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 51 FEET EAST OF
 QP0403'AND ABOUT LEVEL WITH THE CENTER OF THE TOWNSHIP ROAD, 12 FEET NORTH OF
 QP0403'THE CENTER OF A FIELD ENTRANCE EAST, 10 FEET SOUTH OF A WILLOW TREE
 QP0403'(MULTIPLE TRUNK), 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT
 QP0403'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE1/4 SECTION
 QP0403'18, T 123N, R 27W.
 QP0403
 QP0403                          STATION RECOVERY (1977)
 QP0403
 QP0403'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QP0403'RECOVERED IN GOOD CONDITION.
 QP0403
 QP0403                          STATION RECOVERY (2003)
 QP0403
 QP0403'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QP0403'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QP0403'FLUSH WITH THE GROUND AND MAGNETIC.  THE DISK IS A MINNESOTA HIGHWAY
 QP0403'DEPT BENCH MARK DISK SET BY SAME IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0574 ***********************************************************************
 QP0574  DESIGNATION -  7380 C
 QP0574  PID         -  QP0574
 QP0574  STATE/COUNTY-  MN/STEARNS
 QP0574  USGS QUAD   -  WEST UNION (1966)
 QP0574
 QP0574                         *CURRENT SURVEY CONTROL
 QP0574  ___________________________________________________________________
 QP0574* NAD 83(1986)-  45 45 18.     (N)    095 00 17.     (W)     SCALED    
 QP0574* NAVD 88     -       398.539  (meters)    1307.54   (feet)  ADJUSTED  
 QP0574  ___________________________________________________________________
 QP0574  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 QP0574  DYNAMIC HT  -         398.529 (meters)    1307.51  (feet)  COMP
 QP0574  MODELED GRAV-     980,577.0   (mgal)                       NAVD 88
 QP0574
 QP0574  VERT ORDER  -  SECOND    CLASS 0
 QP0574
 QP0574.The horizontal coordinates were scaled from a topographic map and have
 QP0574.an estimated accuracy of +/- 6 seconds.
 QP0574
 QP0574.The orthometric height was determined by differential leveling
 QP0574.and adjusted by the National Geodetic Survey in June 1991..
 QP0574
 QP0574.The geoid height was determined by GEOID03.
 QP0574
 QP0574.The dynamic height is computed by dividing the NAVD 88
 QP0574.geopotential number by the normal gravity value computed on the
 QP0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0574.degrees latitude (g = 980.6199 gals.).
 QP0574
 QP0574.The modeled gravity was interpolated from observed gravity values.
 QP0574
 QP0574;                    North         East    Units  Estimated Accuracy
 QP0574;SPC MN C     -   184,200.      741,280.      MT  (+/- 180 meters Scaled)
 QP0574
 QP0574                          SUPERSEDED SURVEY CONTROL
 QP0574
 QP0574  NGVD 29 (??/??/92)  398.362  (m)         1306.96   (f) ADJ UNCH    2 0
 QP0574
 QP0574.Superseded values are not recommended for survey control.
 QP0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0574.See file dsdata.txt to determine how the superseded data were derived.
 QP0574
 QP0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL440687(NAD 83)
 QP0574_MARKER: DD = SURVEY DISK
 QP0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0574_STAMPING: 7380-C 1966
 QP0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0574+STABILITY: SURFACE MOTION
 QP0574
 QP0574  HISTORY     - Date     Condition        Report By
 QP0574  HISTORY     - 1966     MONUMENTED       MNDT
 QP0574  HISTORY     - 1968     GOOD             MNDT
 QP0574
 QP0574                          STATION DESCRIPTION
 QP0574
 QP0574'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0574'2 MI NW FROM SAUK CENTRE.
 QP0574'MARK IS LOCATED ON RAILROAD R/W ABOUT 2 MILES NORTHWEST OF SAUK
 QP0574'CENTRE.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED
 QP0574'7380-C 1966, SET IN A CONCRETE MONUMENT.  MARK IS 2.1 MILES NORTHWEST
 QP0574'ON T.H. 52 FROM WEST JUNCTION OF OLD T.H. 52 (SINCLAIR AVE.) TO DIM
 QP0574'ENTRANCE TO NORTH AND ACROSS TRACKS, 2 FEET SOUTH OF RAILROAD R/W
 QP0574'FENCE, 8 FEET EAST OF THE CENTERLINE OF AN ENTRANCE, 62 FEET NORTH OF
 QP0574'RAILROAD CENTERLINE, 3 FEET SOUTHWEST OF A GATE POST, 1 FOOT EAST OF A
 QP0574'STEEL WITNESS POST AND PROJECTS ABOUT 8 INCHES ABOVE GROUND.  NE 1/4
 QP0574'SECTION 6, T 126N, R 34W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0882 ***********************************************************************
 QP0882  DESIGNATION -  7380 CA
 QP0882  PID         -  QP0882
 QP0882  STATE/COUNTY-  MN/STEARNS
 QP0882  USGS QUAD   -  CLEARWATER (1991)
 QP0882
 QP0882                         *CURRENT SURVEY CONTROL
 QP0882  ___________________________________________________________________
 QP0882* NAD 83(1986)-  45 24 48.     (N)    094 03 37.     (W)     SCALED    
 QP0882* NAVD 88     -       294.289  (meters)     965.51   (feet)  ADJUSTED  
 QP0882  ___________________________________________________________________
 QP0882  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 QP0882  DYNAMIC HT  -         294.275 (meters)     965.47  (feet)  COMP
 QP0882  MODELED GRAV-     980,562.8   (mgal)                       NAVD 88
 QP0882
 QP0882  VERT ORDER  -  SECOND    CLASS I
 QP0882
 QP0882.The horizontal coordinates were scaled from a topographic map and have
 QP0882.an estimated accuracy of +/- 6 seconds.
 QP0882
 QP0882.The orthometric height was determined by differential leveling
 QP0882.and adjusted by the National Geodetic Survey in June 1991..
 QP0882
 QP0882.The geoid height was determined by GEOID03.
 QP0882
 QP0882.The dynamic height is computed by dividing the NAVD 88
 QP0882.geopotential number by the normal gravity value computed on the
 QP0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0882.degrees latitude (g = 980.6199 gals.).
 QP0882
 QP0882.The modeled gravity was interpolated from observed gravity values.
 QP0882
 QP0882;                    North         East    Units  Estimated Accuracy
 QP0882;SPC MN C     -   145,960.      814,850.      MT  (+/- 180 meters Scaled)
 QP0882
 QP0882                          SUPERSEDED SURVEY CONTROL
 QP0882
 QP0882  NGVD 29 (??/??/??)  294.166  (m)          965.11   (f) ADJUSTED    2 1
 QP0882
 QP0882.Superseded values are not recommended for survey control.
 QP0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0882.See file dsdata.txt to determine how the superseded data were derived.
 QP0882
 QP0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL170294(NAD 83)
 QP0882_MARKER: DD = SURVEY DISK
 QP0882_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QP0882_SP_SET: CULVERT
 QP0882_STAMPING: 7380 CA 1974
 QP0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0882+STABILITY: SURFACE MOTION
 QP0882
 QP0882  HISTORY     - Date     Condition        Report By
 QP0882  HISTORY     - 1974     MONUMENTED       MNDT
 QP0882  HISTORY     - 1977     GOOD             MNDT
 QP0882
 QP0882                          STATION DESCRIPTION
 QP0882
 QP0882'DESCRIBED BY MN DEPT OF TRANSP 1977
 QP0882'0.5 MI SW FROM CLEARWATER.
 QP0882'THE MARK IS LOCATED 0.15 MILE NORTHWEST ALONG INTERSTATE 94 FROM THE
 QP0882'JUNCTION OF INTERSTATE 94 AND TRUNK HIGHWAY 24 AT CLEARWATER AND IS
 QP0882'AT THE STEARNS WRIGHT COUNTY LINE INTERSTATE 94 MILEPOINT 178.15. IT
 QP0882'IS 88.4 FT. SOUTHWEST OF AND ABOUT 5 FT. LOWER THAN THE CENTERLINE OF
 QP0882'THE EASTBOUND LANE OF INTERSTATE 94 OPPOSITE STATION 748. IT IS SET
 QP0882'IN THE NORTH CORNER OF THE SOUTHWEST HEADWALL OF A 40 FT. BY 12 FT.
 QP0882'CONCRETE BOX CULVERT AT INTERSTATE 94 OVER THE CLEARWATER RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0881 ***********************************************************************
 QP0881  DESIGNATION -  7380 CB
 QP0881  PID         -  QP0881
 QP0881  STATE/COUNTY-  MN/STEARNS
 QP0881  USGS QUAD   -  CLEARWATER (1991)
 QP0881
 QP0881                         *CURRENT SURVEY CONTROL
 QP0881  ___________________________________________________________________
 QP0881* NAD 83(1996)-  45 24 59.82552(N)    094 04 16.26555(W)     ADJUSTED  
 QP0881* NAVD 88     -       302.802  (meters)     993.44   (feet)  ADJUSTED  
 QP0881  ___________________________________________________________________
 QP0881  X           -    -318,410.897 (meters)                     COMP
 QP0881  Y           -  -4,473,608.398 (meters)                     COMP
 QP0881  Z           -   4,520,165.190 (meters)                     COMP
 QP0881  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 QP0881  ELLIP HEIGHT-         275.47  (meters)          (11/19/03) GPS OBS
 QP0881  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 QP0881  DYNAMIC HT  -         302.788 (meters)     993.40  (feet)  COMP
 QP0881  MODELED GRAV-     980,564.4   (mgal)                       NAVD 88
 QP0881
 QP0881  HORZ ORDER  -  FIRST
 QP0881  VERT ORDER  -  SECOND    CLASS I
 QP0881  ELLP ORDER  -  THIRD     CLASS II
 QP0881
 QP0881.The horizontal coordinates were established by GPS observations
 QP0881.and adjusted by the MN DEPT OF TRANSP in November 2003..
 QP0881
 QP0881.The orthometric height was determined by differential leveling
 QP0881.and adjusted by the National Geodetic Survey in June 1991..
 QP0881
 QP0881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0881
 QP0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP0881
 QP0881.The ellipsoidal height was determined by GPS observations
 QP0881.and is referenced to NAD 83.
 QP0881
 QP0881.The geoid height was determined by GEOID03.
 QP0881
 QP0881.The dynamic height is computed by dividing the NAVD 88
 QP0881.geopotential number by the normal gravity value computed on the
 QP0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0881.degrees latitude (g = 980.6199 gals.).
 QP0881
 QP0881.The modeled gravity was interpolated from observed gravity values.
 QP0881
 QP0881;                    North         East     Units Scale Factor Converg.
 QP0881;SPC MN C     -   146,322.368   813,997.136   MT  1.00004934   +0 07 45.7
 QP0881;UTM  15      - 5,029,791.132   416,188.380   MT  0.99968636   -0 45 46.7
 QP0881
 QP0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0881!SPC MN C     -   0.99995681  x   1.00004934  =   1.00000615
 QP0881!UTM  15      -   0.99995681  x   0.99968636  =   0.99964319
 QP0881
 QP0881                          SUPERSEDED SURVEY CONTROL
 QP0881
 QP0881  NAVD 88 (11/19/03)  302.80   (m)          993.4    (f) LEVELING    3  
 QP0881  NGVD 29 (??/??/??)  302.678  (m)          993.04   (f) ADJUSTED    2 1
 QP0881
 QP0881.Superseded values are not recommended for survey control.
 QP0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0881.See file dsdata.txt to determine how the superseded data were derived.
 QP0881
 QP0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1618829791(NAD 83)
 QP0881_MARKER: DB = BENCH MARK DISK
 QP0881_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP0881_SP_SET: COPPER-CLAD STEEL ROD
 QP0881_STAMPING: 7380 CB 1974
 QP0881_MARK LOGO: MNHD  
 QP0881_PROJECTION: FLUSH
 QP0881_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0881+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 QP0881_ROD/PIPE-DEPTH: 9.75 meters
 QP0881
 QP0881  HISTORY     - Date     Condition        Report By
 QP0881  HISTORY     - 1974     MONUMENTED       MNHD
 QP0881  HISTORY     - 1977     GOOD             MNDT
 QP0881  HISTORY     - 20030401 GOOD             MNDT
 QP0881
 QP0881                          STATION DESCRIPTION
 QP0881
 QP0881'DESCRIBED BY MN DEPT OF TRANSP 1977
 QP0881'1.0 MI WEST FROM CLEARWATER.
 QP0881'THE MARK IS LOCATED AT INTERSTATE 94 MILEPOINT 177.55 WHICH IS 0.75
 QP0881'MILE NORTHWEST ALONG INTERSTATE 94 FROM THE JUNCTION OF INTERSTATE 94
 QP0881'AND TRUNK HIGHWAY 24 AT CLEARWATER. IT IS ALSO 6.95 MILES SOUTHEAST
 QP0881'ALONG INTERSTATE 94 FROM THE JUNCTION OF INTERSTATE 94 AND TRUNK
 QP0881'HIGHWAY 152 NEAR ST. AUGUSTA. IT IS 97.5 FT. SOUTHWEST OF AND ABOUT
 QP0881'LEVEL WITH THE CENTERLINE OF THE EASTBOUND LAND OF INTERSTATE 94
 QP0881'OPPOSITE A FUTURE REST AREA, 137.5 FT. WEST OF EDGE OF PAVEMENT AT
 QP0881'STENCIL 720, 1.6 FT. NORTHEAST OF A RIGHT-OF-WAY FENCE, 8.0 FT.
 QP0881'NORTH NORTHEAST OF BRACE POST FOR SAID FENCE, AND 112.0 FT. NORTH
 QP0881'NORTHEAST OF A BOX ELDER TREE IN AN OPEN FIELD. IT IS 1.0 FT.
 QP0881'NORTHEAST OF A STEEL WITNESS POST.
 QP0881
 QP0881                          STATION RECOVERY (2003)
 QP0881
 QP0881'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QP0881'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QP0881'MAGNETIC.  THE DISK IS A MINNESOTA HIGHWAY DEPT BENCH MARK DISK SET BY
 QP0881'SAME IN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0880 ***********************************************************************
 QP0880  DESIGNATION -  7380 CC
 QP0880  PID         -  QP0880
 QP0880  STATE/COUNTY-  MN/STEARNS
 QP0880  USGS QUAD   -  CLEARWATER (1991)
 QP0880
 QP0880                         *CURRENT SURVEY CONTROL
 QP0880  ___________________________________________________________________
 QP0880* NAD 83(1986)-  45 25 24.     (N)    094 04 43.     (W)     SCALED    
 QP0880* NAVD 88     -       302.174  (meters)     991.38   (feet)  ADJUSTED  
 QP0880  ___________________________________________________________________
 QP0880  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 QP0880  DYNAMIC HT  -         302.161 (meters)     991.34  (feet)  COMP
 QP0880  MODELED GRAV-     980,566.2   (mgal)                       NAVD 88
 QP0880
 QP0880  VERT ORDER  -  SECOND    CLASS I
 QP0880
 QP0880.The horizontal coordinates were scaled from a topographic map and have
 QP0880.an estimated accuracy of +/- 6 seconds.
 QP0880
 QP0880.The orthometric height was determined by differential leveling
 QP0880.and adjusted by the National Geodetic Survey in June 1991..
 QP0880
 QP0880.The geoid height was determined by GEOID03.
 QP0880
 QP0880.The dynamic height is computed by dividing the NAVD 88
 QP0880.geopotential number by the normal gravity value computed on the
 QP0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0880.degrees latitude (g = 980.6199 gals.).
 QP0880
 QP0880.The modeled gravity was interpolated from observed gravity values.
 QP0880
 QP0880;                    North         East    Units  Estimated Accuracy
 QP0880;SPC MN C     -   147,070.      813,410.      MT  (+/- 180 meters Scaled)
 QP0880
 QP0880                          SUPERSEDED SURVEY CONTROL
 QP0880
 QP0880  NGVD 29 (??/??/??)  302.050  (m)          990.98   (f) ADJUSTED    2 1
 QP0880
 QP0880.Superseded values are not recommended for survey control.
 QP0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0880.See file dsdata.txt to determine how the superseded data were derived.
 QP0880
 QP0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL156305(NAD 83)
 QP0880_MARKER: DB = BENCH MARK DISK
 QP0880_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0880_SP_SET: ABUTMENT
 QP0880_STAMPING: 7380 CC 1974
 QP0880_MARK LOGO: MNHD  
 QP0880_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0880+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 QP0880
 QP0880  HISTORY     - Date     Condition        Report By
 QP0880  HISTORY     - 1974     MONUMENTED       MNHD
 QP0880  HISTORY     - 1977     GOOD             MNDT
 QP0880  HISTORY     - 20030401 GOOD             MNDT
 QP0880
 QP0880                          STATION DESCRIPTION
 QP0880
 QP0880'DESCRIBED BY MN DEPT OF TRANSP 1977
 QP0880'1.5 MI NW FROM CLEARWATER.
 QP0880'THE MARK IS LOCATED AT INTERSTATE 94 MILEPOINT 176.77 WHICH IS 1.55
 QP0880'MILES NORTHWEST OF THE JUNCTION OF INTERSTATE 94 AND TRUNK HIGHWAY 24
 QP0880'AT CLEARWATER. IT IS ALSO 6.15 MILES SOUTHEAST ALONG INTERSTATE 94
 QP0880'FROM THE JUNCTION OF INTERSTATE 94 AND TRUNK HIGHWAY 152 AT ST.
 QP0880'AUGUSTA. IT IS 19.0 FT. SOUTH OF AND ABOUT 0.5 FT. HIGHER THAN THE
 QP0880'CENTER OF COUNTY ROAD 143. IT IS SET IN THE SOUTHEAST CORNER ABUTMENT
 QP0880'OF BRIDGE NUMBER 73842 AT COUNTY ROAD 143 OVER INTERSTATE 94.
 QP0880
 QP0880                          STATION RECOVERY (2003)
 QP0880
 QP0880'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QP0880'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QP0880'NOT SUITABLE FOR GPS OBSERVATIONS.  THE DISK IS A MINNESOTA HIGHWAY
 QP0880'DEPT BENCH MARK DISK SET BY SAME IN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0879 ***********************************************************************
 QP0879  DESIGNATION -  7380 CD
 QP0879  PID         -  QP0879
 QP0879  STATE/COUNTY-  MN/STEARNS
 QP0879  USGS QUAD   -  CLEARWATER (1991)
 QP0879
 QP0879                         *CURRENT SURVEY CONTROL
 QP0879  ___________________________________________________________________
 QP0879* NAD 83(1986)-  45 25 48.     (N)    094 05 43.     (W)     SCALED    
 QP0879* NAVD 88     -       298.817  (meters)     980.37   (feet)  ADJUSTED  
 QP0879  ___________________________________________________________________
 QP0879  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 QP0879  DYNAMIC HT  -         298.805 (meters)     980.33  (feet)  COMP
 QP0879  MODELED GRAV-     980,569.1   (mgal)                       NAVD 88
 QP0879
 QP0879  VERT ORDER  -  SECOND    CLASS I
 QP0879
 QP0879.The horizontal coordinates were scaled from a topographic map and have
 QP0879.an estimated accuracy of +/- 6 seconds.
 QP0879
 QP0879.The orthometric height was determined by differential leveling
 QP0879.and adjusted by the National Geodetic Survey in June 1991..
 QP0879
 QP0879.The geoid height was determined by GEOID03.
 QP0879
 QP0879.The dynamic height is computed by dividing the NAVD 88
 QP0879.geopotential number by the normal gravity value computed on the
 QP0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0879.degrees latitude (g = 980.6199 gals.).
 QP0879
 QP0879.The modeled gravity was interpolated from observed gravity values.
 QP0879
 QP0879;                    North         East    Units  Estimated Accuracy
 QP0879;SPC MN C     -   147,810.      812,110.      MT  (+/- 180 meters Scaled)
 QP0879
 QP0879                          SUPERSEDED SURVEY CONTROL
 QP0879
 QP0879  NGVD 29 (??/??/??)  298.693  (m)          979.96   (f) ADJUSTED    2 1
 QP0879
 QP0879.Superseded values are not recommended for survey control.
 QP0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0879.See file dsdata.txt to determine how the superseded data were derived.
 QP0879
 QP0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL143313(NAD 83)
 QP0879_MARKER: DB = BENCH MARK DISK
 QP0879_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP0879_SP_SET: COPPER-CLAD STEEL ROD
 QP0879_STAMPING: 7380 CD 1974
 QP0879_MARK LOGO: MNHD  
 QP0879_PROJECTION: PROJECTING 8 CENTIMETERS
 QP0879_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0879+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 QP0879_ROD/PIPE-DEPTH: 9.45 meters
 QP0879
 QP0879  HISTORY     - Date     Condition        Report By
 QP0879  HISTORY     - 1974     MONUMENTED       MNHD
 QP0879  HISTORY     - 1977     GOOD             MNDT
 QP0879  HISTORY     - 20030401 GOOD             MNDT
 QP0879
 QP0879                          STATION DESCRIPTION
 QP0879
 QP0879'DESCRIBED BY MN DEPT OF TRANSP 1977
 QP0879'2.3 MI NW FROM CLEARWATER.
 QP0879'THE MARK IS LOCATED NEAR INTERSTATE 94 MILEPOINT 176, WHICH IS 5.3
 QP0879'MILES SOUTHEAST ALONG INTERSTATE 94 FROM THE INTERSECTION OF
 QP0879'INTERSTATE 94 AND TRUNK HIGHWAY 152 NEAR ST. AUGUSTA. IT IS ALSO 2.4
 QP0879'MILES NORTHWEST ALONG INTERSTATE 94 FROM JUNCTION OF INTERSTATE 94 AND
 QP0879'TRUNK HIGHWAY 24 AT CLEARWATER. IT IS 0.8 MILE NORTHWEST OF A BRIDGE
 QP0879'NUMBER 73842 (INTERSTATE 94 UNDER COUNTY ROAD 143), 97.0 FT. NORTHEAST
 QP0879'OF AND ABOUT 4 FT. LOWER THAN THE CENTERLINE OF THE WESTBOUND LANE OF
 QP0879'INTERSTATE 94, 141 FT. NORTH NORTHEAST OF MILEPOST 176, 166.8 FT.
 QP0879'EAST SOUTHEAST OF EDGE OF PAVEMENT AT STENCIL 635, 2.1 FT. SOUTHWEST
 QP0879'OF RIGHT-OF-WAY FENCE, AND 13.5 FT. SOUTH OF 24 INCH OAK TREE.  IT IS
 QP0879'1.4 FT. SOUTHWEST OF A STEEL WITNESS POST.
 QP0879
 QP0879                          STATION RECOVERY (2003)
 QP0879
 QP0879'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QP0879'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QP0879'MAGNETIC, FLUSH WITH THE GROUND, AND NOT SUITABLE FOR GPS
 QP0879'OBSERVATIONS.  THE DISK IS A MINNESOTA HIGHWAY DEPT BENCH MARK DISK
 QP0879'SET BY SAME IN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0878 ***********************************************************************
 QP0878  DESIGNATION -  7380 CE
 QP0878  PID         -  QP0878
 QP0878  STATE/COUNTY-  MN/STEARNS
 QP0878  USGS QUAD   -  CLEARWATER (1991)
 QP0878
 QP0878                         *CURRENT SURVEY CONTROL
 QP0878  ___________________________________________________________________
 QP0878* NAD 83(1996)-  45 26 24.29424(N)    094 06 49.72514(W)     ADJUSTED  
 QP0878* NAVD 88     -       300.164  (meters)     984.79   (feet)  ADJUSTED  
 QP0878  ___________________________________________________________________
 QP0878  X           -    -321,605.741 (meters)                     COMP
 QP0878  Y           -  -4,471,515.501 (meters)                     COMP
 QP0878  Z           -   4,521,993.566 (meters)                     COMP
 QP0878  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 QP0878  ELLIP HEIGHT-         272.92  (meters)          (11/19/03) GPS OBS
 QP0878  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 QP0878  DYNAMIC HT  -         300.153 (meters)     984.75  (feet)  COMP
 QP0878  MODELED GRAV-     980,572.5   (mgal)                       NAVD 88
 QP0878
 QP0878  HORZ ORDER  -  FIRST
 QP0878  VERT ORDER  -  SECOND    CLASS I
 QP0878  ELLP ORDER  -  THIRD     CLASS II
 QP0878
 QP0878.The horizontal coordinates were established by GPS observations
 QP0878.and adjusted by the MN DEPT OF TRANSP in November 2003..
 QP0878
 QP0878.The orthometric height was determined by differential leveling
 QP0878.and adjusted by the National Geodetic Survey in June 1991..
 QP0878
 QP0878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0878
 QP0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP0878
 QP0878.The ellipsoidal height was determined by GPS observations
 QP0878.and is referenced to NAD 83.
 QP0878
 QP0878.The geoid height was determined by GEOID03.
 QP0878
 QP0878.The dynamic height is computed by dividing the NAVD 88
 QP0878.geopotential number by the normal gravity value computed on the
 QP0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0878.degrees latitude (g = 980.6199 gals.).
 QP0878
 QP0878.The modeled gravity was interpolated from observed gravity values.
 QP0878
 QP0878;                    North         East     Units Scale Factor Converg.
 QP0878;SPC MN C     -   148,923.590   810,655.885   MT  1.00004293   +0 05 54.7
 QP0878;UTM  15      - 5,032,443.123   412,889.215   MT  0.99969330   -0 47 37.2
 QP0878
 QP0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0878!SPC MN C     -   0.99995721  x   1.00004293  =   1.00000014
 QP0878!UTM  15      -   0.99995721  x   0.99969330  =   0.99965053
 QP0878
 QP0878:                Primary Azimuth Mark                     Grid Az
 QP0878:SPC MN C     -  7380 CF                                  333 09 35.3
 QP0878:UTM  15      -  7380 CF                                  334 03 07.2
 QP0878
 QP0878|---------------------------------------------------------------------|
 QP0878| PID    Reference Object                     Distance      Geod. Az  |
 QP0878|                                                           dddmmss.s |
 QP0878| QP0877 7380 CF                             APPROX. 1.5 KM 3331530.0 |
 QP0878|---------------------------------------------------------------------|
 QP0878
 QP0878                          SUPERSEDED SURVEY CONTROL
 QP0878
 QP0878  NAVD 88 (11/19/03)  300.16   (m)          984.8    (f) LEVELING    3  
 QP0878  NGVD 29 (??/??/??)  300.041  (m)          984.38   (f) ADJUSTED    2 1
 QP0878
 QP0878.Superseded values are not recommended for survey control.
 QP0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0878.See file dsdata.txt to determine how the superseded data were derived.
 QP0878
 QP0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1288932443(NAD 83)
 QP0878_MARKER: DB = BENCH MARK DISK
 QP0878_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP0878_SP_SET: COPPER-CLAD STEEL ROD
 QP0878_STAMPING: 7380 CE 1974
 QP0878_MARK LOGO: MNHD  
 QP0878_PROJECTION: FLUSH
 QP0878_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0878+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 QP0878_ROD/PIPE-DEPTH: 11.9 meters
 QP0878
 QP0878  HISTORY     - Date     Condition        Report By
 QP0878  HISTORY     - 1974     MONUMENTED       MNHD
 QP0878  HISTORY     - 1977     GOOD             MNDT
 QP0878  HISTORY     - 20030401 GOOD             MNDT
 QP0878
 QP0878                          STATION DESCRIPTION
 QP0878
 QP0878'DESCRIBED BY MN DEPT OF TRANSP 1977
 QP0878'3.35 MI NW FROM CLEARWATER.
 QP0878'THE MARK IS LOCATED AT INTERSTATE 94 MILEPOINT 174.9 WHICH IS 4.2
 QP0878'MILES SOUTHEAST ALONG INTERSTATE 94 FROM THE JUNCTION OF INTERSTATE
 QP0878'94 AND TRUNK HIGHWAY 152 NEAR ST. AUGUSTA. IT IS ALSO 3.5 MILES
 QP0878'NORTHWEST ALONG INTERSTATE 94 FROM THE JUNCTION OF INTERSTATE 94 AND
 QP0878'TRUNK HIGHWAY 24 AT CLEARWATER. IT IS 0.45 MILE SOUTHEAST OF A
 QP0878'TERMINATED (DEAD END) ROAD CROSSING, 95.5 FT. SOUTHWEST OF AND ABOUT
 QP0878'4 FT. LOWER THAN THE CENTERLINE OF EASTBOUND INTERSTATE 94, 86.4 FT.
 QP0878'SOUTHWEST OF EDGE OF CONCRETE AT STENCIL 580, 72.0 FT. SOUTH OF THE
 QP0878'SOUTHWEST END OF A 60 INCH CORRUGATED METAL CULVERT UNDER INTERSTATE
 QP0878'94, AND 2.8 FT. NORTHEAST OF A WOOD RIGHT-OF-WAY FENCE POST AT A BEND.
 QP0878'IT IS 1.1 FT. NORTHEAST OF A STEEL WITNESS POST.
 QP0878
 QP0878                          STATION RECOVERY (2003)
 QP0878
 QP0878'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QP0878'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QP0878'MAGNETIC.  THE DISK IS A MINNESOTA HIGHWAY DEPT BENCH MARK DISK SET BY
 QP0878'SAME IN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0877 ***********************************************************************
 QP0877  DESIGNATION -  7380 CF
 QP0877  PID         -  QP0877
 QP0877  STATE/COUNTY-  MN/STEARNS
 QP0877  USGS QUAD   -  CLEARWATER (1991)
 QP0877
 QP0877                         *CURRENT SURVEY CONTROL
 QP0877  ___________________________________________________________________
 QP0877* NAD 83(1996)-  45 27 08.53776(N)    094 07 21.39919(W)     ADJUSTED  
 QP0877* NAVD 88     -       302.985  (meters)     994.04   (feet)  ADJUSTED  
 QP0877  ___________________________________________________________________
 QP0877  X           -    -322,222.553 (meters)                     COMP
 QP0877  Y           -  -4,470,497.230 (meters)                     COMP
 QP0877  Z           -   4,522,953.954 (meters)                     COMP
 QP0877  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 QP0877  ELLIP HEIGHT-         275.81  (meters)          (11/19/03) GPS OBS
 QP0877  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 QP0877  DYNAMIC HT  -         302.976 (meters)     994.01  (feet)  COMP
 QP0877  MODELED GRAV-     980,575.6   (mgal)                       NAVD 88
 QP0877
 QP0877  HORZ ORDER  -  FIRST
 QP0877  VERT ORDER  -  SECOND    CLASS I
 QP0877  ELLP ORDER  -  THIRD     CLASS II
 QP0877
 QP0877.The horizontal coordinates were established by GPS observations
 QP0877.and adjusted by the MN DEPT OF TRANSP in November 2003..
 QP0877
 QP0877.The orthometric height was determined by differential leveling
 QP0877.and adjusted by the National Geodetic Survey in June 1991..
 QP0877
 QP0877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0877
 QP0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP0877
 QP0877.The ellipsoidal height was determined by GPS observations
 QP0877.and is referenced to NAD 83.
 QP0877
 QP0877.The geoid height was determined by GEOID03.
 QP0877
 QP0877.The dynamic height is computed by dividing the NAVD 88
 QP0877.geopotential number by the normal gravity value computed on the
 QP0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0877.degrees latitude (g = 980.6199 gals.).
 QP0877
 QP0877.The modeled gravity was interpolated from observed gravity values.
 QP0877
 QP0877;                    North         East     Units Scale Factor Converg.
 QP0877;SPC MN C     -   150,288.401   809,965.268   MT  1.00003964   +0 05 31.7
 QP0877;UTM  15      - 5,033,818.045   412,220.167   MT  0.99969474   -0 48 00.4
 QP0877
 QP0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0877!SPC MN C     -   0.99995676  x   1.00003964  =   0.99999640
 QP0877!UTM  15      -   0.99995676  x   0.99969474  =   0.99965151
 QP0877
 QP0877:                Primary Azimuth Mark                     Grid Az
 QP0877:SPC MN C     -  7380 CE                                  153 09 35.7
 QP0877:UTM  15      -  7380 CE                                  154 03 07.8
 QP0877
 QP0877|---------------------------------------------------------------------|
 QP0877| PID    Reference Object                     Distance      Geod. Az  |
 QP0877|                                                           dddmmss.s |
 QP0877| QP0878 7380 CE                             APPROX. 1.5 KM 1531507.4 |
 QP0877| QP0403 7380 BT                             APPROX. 1.3 KM 3423927.8 |
 QP0877|---------------------------------------------------------------------|
 QP0877
 QP0877                          SUPERSEDED SURVEY CONTROL
 QP0877
 QP0877  NAVD 88 (11/19/03)  303.02   (m)          994.2    (f) LEVELING    3  
 QP0877  NGVD 29 (??/??/??)  302.862  (m)          993.64   (f) ADJUSTED    2 1
 QP0877
 QP0877.Superseded values are not recommended for survey control.
 QP0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0877.See file dsdata.txt to determine how the superseded data were derived.
 QP0877
 QP0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1222033818(NAD 83)
 QP0877_MARKER: DB = BENCH MARK DISK
 QP0877_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP0877_SP_SET: COPPER-CLAD STEEL ROD
 QP0877_STAMPING: 7380 CF 1974
 QP0877_MARK LOGO: MNHD  
 QP0877_PROJECTION: PROJECTING 5 CENTIMETERS
 QP0877_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0877+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 QP0877_ROD/PIPE-DEPTH: 16.8 meters
 QP0877
 QP0877  HISTORY     - Date     Condition        Report By
 QP0877  HISTORY     - 1974     MONUMENTED       MNHD
 QP0877  HISTORY     - 1977     GOOD             MNDT
 QP0877  HISTORY     - 20030401 GOOD             MNDT
 QP0877
 QP0877                          STATION DESCRIPTION
 QP0877
 QP0877'DESCRIBED BY MN DEPT OF TRANSP 1977
 QP0877'2.4 MI SE FROM ST AUGUSTA.
 QP0877'THE MARK IS LOCATED AT INTERSTATE 94 MILEPOINT 173.95 WHICH IS 3.2
 QP0877'MILES SOUTHEAST ALONG INTERSTATE 94 FROM THE JUNCTION OF INTERSTATE 94
 QP0877'AND TRUNK HIGHWAY 152 NEAR ST. AUGUSTA. IT IS ALSO 4.5 MILES NORTHWEST
 QP0877'ALONG INTERSTATE 94 FROM THE JUNCTION OF INTERSTATE 94 AND TRUNK
 QP0877'HIGHWAY 24 AT CLEARWATER. IT IS 0.55 MILE NORTHWEST OF A TERMINATED
 QP0877'(DEAD END) ROAD CROSSING, 97.5 FT. SOUTHWEST OF AND ABOUT 2 FT. HIGHER
 QP0877'THAN THE CENTERLINE OF EASTBOUND INTERSTATE 94 OPPOSITE STENCIL 530,
 QP0877'AND 53.5 FT. SOUTHWEST OF THE SOUTHWEST END OF A 40 INCH CORRUGATED
 QP0877'METAL CULVERT UNDER THE EASTBOUND LANE. IT PROJECTS 2 INCHES ABOVE THE
 QP0877'SURFACE OF THE GROUND AND IS 1.0 FT. NORTHEAST OF A STEEL WITNESS
 QP0877'POST.
 QP0877
 QP0877                          STATION RECOVERY (2003)
 QP0877
 QP0877'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QP0877'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QP0877'MAGNETIC, AND IS A MINNESOTA HIGHWAY DEPT BENCH MARK DISK SET BY SAME
 QP0877'IN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0876 ***********************************************************************
 QP0876  DESIGNATION -  7380 CG
 QP0876  PID         -  QP0876
 QP0876  STATE/COUNTY-  MN/STEARNS
 QP0876  USGS QUAD   -  ST AUGUSTA (1974)
 QP0876
 QP0876                         *CURRENT SURVEY CONTROL
 QP0876  ___________________________________________________________________
 QP0876* NAD 83(1986)-  45 28 00.     (N)    094 07 55.     (W)     SCALED    
 QP0876* NAVD 88     -       307.831  (meters)    1009.94   (feet)  ADJUSTED  
 QP0876  ___________________________________________________________________
 QP0876  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 QP0876  DYNAMIC HT  -         307.821 (meters)    1009.91  (feet)  COMP
 QP0876  MODELED GRAV-     980,577.6   (mgal)                       NAVD 88
 QP0876
 QP0876  VERT ORDER  -  SECOND    CLASS I
 QP0876
 QP0876.The horizontal coordinates were scaled from a topographic map and have
 QP0876.an estimated accuracy of +/- 6 seconds.
 QP0876
 QP0876.The orthometric height was determined by differential leveling
 QP0876.and adjusted by the National Geodetic Survey in June 1991..
 QP0876
 QP0876.The geoid height was determined by GEOID03.
 QP0876
 QP0876.The dynamic height is computed by dividing the NAVD 88
 QP0876.geopotential number by the normal gravity value computed on the
 QP0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0876.degrees latitude (g = 980.6199 gals.).
 QP0876
 QP0876.The modeled gravity was interpolated from observed gravity values.
 QP0876
 QP0876;                    North         East    Units  Estimated Accuracy
 QP0876;SPC MN C     -   151,880.      809,230.      MT  (+/- 180 meters Scaled)
 QP0876
 QP0876                          SUPERSEDED SURVEY CONTROL
 QP0876
 QP0876  NGVD 29 (??/??/??)  307.708  (m)         1009.54   (f) ADJUSTED    2 1
 QP0876
 QP0876.Superseded values are not recommended for survey control.
 QP0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0876.See file dsdata.txt to determine how the superseded data were derived.
 QP0876
 QP0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL115354(NAD 83)
 QP0876_MARKER: DB = BENCH MARK DISK
 QP0876_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0876_SP_SET: ABUTMENT
 QP0876_STAMPING: 7380 CG 1974
 QP0876_MARK LOGO: MNHD  
 QP0876_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0876+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 QP0876
 QP0876  HISTORY     - Date     Condition        Report By
 QP0876  HISTORY     - 1974     MONUMENTED       MNHD
 QP0876  HISTORY     - 1977     GOOD             MNDT
 QP0876  HISTORY     - 20030401 GOOD             MNDT
 QP0876
 QP0876                          STATION DESCRIPTION
 QP0876
 QP0876'DESCRIBED BY MN DEPT OF TRANSP 1977
 QP0876'1.5 MI SE FROM ST AUGUSTA.
 QP0876'THE MARK IS LOCATED AT INTERSTATE 94 MILEPOINT 173.0 WHICH IS 2.2
 QP0876'MILES SOUTHEAST ALONG INTERSTATE 94 FROM THE JUNCTION OF INTERSTATE
 QP0876'94 AND TRUNK HIGHWAY 152 NEAR ST. AUGUSTA. IT IS ALSO 5.5 MILES
 QP0876'NORTHWEST ALONG INTERSTATE 94 FROM THE JUNCTION OF INTERSTATE 94 AND
 QP0876'TRUNK HIGHWAY 24 AT CLEARWATER. IT IS 24.0 FT. SOUTH OF AND ABOUT 0.5
 QP0876'FT. LOWER THAN THE CENTER OF COUNTY ROAD 75 (OLD TRUNK HIGHWAY 152).
 QP0876'SET IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE NUMBER 73841 COUNTY
 QP0876'ROAD 75 OVER INTERSTATE 94.
 QP0876
 QP0876                          STATION RECOVERY (2003)
 QP0876
 QP0876'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QP0876'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 2.35 MI SE ALONG
 QP0876'CO RD 75 FROM JCT OF FAI 94 AND CO RD 75 AT ST AUGUSTA, 24 FT SOUTH OF
 QP0876'CO RD 75 (OLD TH 152), IN SE COR OF CO RD 75 BRDG 73841 OVER FAI 94,
 QP0876'AT FAI 94 MP 173.0.  THE MARK IS NOT SUITABLE FOR GPS OBSERVATIONS.
 QP0876'THE DISK IS A MINNESOTA HIGHWAY DEPT BENCH MARK DISK SET BY SAME IN
 QP0876'1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0875 ***********************************************************************
 QP0875  DESIGNATION -  7380 CH
 QP0875  PID         -  QP0875
 QP0875  STATE/COUNTY-  MN/STEARNS
 QP0875  USGS QUAD   -  ST AUGUSTA (1974)
 QP0875
 QP0875                         *CURRENT SURVEY CONTROL
 QP0875  ___________________________________________________________________
 QP0875* NAD 83(1986)-  45 28 18.     (N)    094 08 07.     (W)     SCALED    
 QP0875* NAVD 88     -       295.347  (meters)     968.98   (feet)  ADJUSTED  
 QP0875  ___________________________________________________________________
 QP0875  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 QP0875  DYNAMIC HT  -         295.338 (meters)     968.95  (feet)  COMP
 QP0875  MODELED GRAV-     980,578.3   (mgal)                       NAVD 88
 QP0875
 QP0875  VERT ORDER  -  SECOND    CLASS I
 QP0875
 QP0875.The horizontal coordinates were scaled from a topographic map and have
 QP0875.an estimated accuracy of +/- 6 seconds.
 QP0875
 QP0875.The orthometric height was determined by differential leveling
 QP0875.and adjusted by the National Geodetic Survey in June 1991..
 QP0875
 QP0875.The geoid height was determined by GEOID03.
 QP0875
 QP0875.The dynamic height is computed by dividing the NAVD 88
 QP0875.geopotential number by the normal gravity value computed on the
 QP0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0875.degrees latitude (g = 980.6199 gals.).
 QP0875
 QP0875.The modeled gravity was interpolated from observed gravity values.
 QP0875
 QP0875;                    North         East    Units  Estimated Accuracy
 QP0875;SPC MN C     -   152,430.      808,970.      MT  (+/- 180 meters Scaled)
 QP0875
 QP0875                          SUPERSEDED SURVEY CONTROL
 QP0875
 QP0875  NGVD 29 (??/??/??)  295.227  (m)          968.59   (f) ADJUSTED    2 1
 QP0875
 QP0875.Superseded values are not recommended for survey control.
 QP0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0875.See file dsdata.txt to determine how the superseded data were derived.
 QP0875
 QP0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL112359(NAD 83)
 QP0875_MARKER: DB = BENCH MARK DISK
 QP0875_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QP0875_SP_SET: CULVERT
 QP0875_STAMPING: 7380 CH 1974
 QP0875_MARK LOGO: MNHD  
 QP0875_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0875+STABILITY: SURFACE MOTION
 QP0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0875+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 QP0875
 QP0875  HISTORY     - Date     Condition        Report By
 QP0875  HISTORY     - 1974     MONUMENTED       MNHD
 QP0875  HISTORY     - 1977     GOOD             MNDT
 QP0875  HISTORY     - 20030401 GOOD             MNDT
 QP0875
 QP0875                          STATION DESCRIPTION
 QP0875
 QP0875'DESCRIBED BY MN DEPT OF TRANSP 1977
 QP0875'1.0 MI SE FROM ST AUGUSTA.
 QP0875'THE MARK IS LOCATED AT INTERSTATE 94 MILEPOINT 172.55 WHICH IS 1.75
 QP0875'MILES SOUTHEAST ALONG INTERSTATE 94 FROM THE JUNCTION OF INTERSTATE 94
 QP0875'AND TRUNK HIGHWAY 152 NEAR ST. AUGUSTA. IT IS ALSO 5.95 MILES
 QP0875'NORTHWEST ALONG INTERSTATE 94 FROM THE JUNCTION OF INTERSTATE 94 AND
 QP0875'TRUNK HIGHWAY 24 AT CLEARWATER. IT IS 58.5 FT. NORTHEAST OF AND ABOUT
 QP0875'5 FT. LOWER THAN THE CENTERLINE OF WESTBOUND INTERSTATE 94. IT IS IN
 QP0875'THE SOUTH END OF THE EAST HEADWALL OF A TRIPLE 36 FT. BY 14 FT.
 QP0875'CONCRETE BOX CULVERT AT INTERSTATE 94 OVER ST. AUGUSTA CREEK.
 QP0875
 QP0875                          STATION RECOVERY (2003)
 QP0875
 QP0875'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QP0875'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QP0875'NOT SUITABLE FOR GPS OBSERVATIONS.  THE DISK IS A MINNESOTA HIGHWAY
 QP0875'DEPT BENCH MARK DISK SET BY SAME IN 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0874 ***********************************************************************
 QP0874  DESIGNATION -  7380 CJ
 QP0874  PID         -  QP0874
 QP0874  STATE/COUNTY-  MN/STEARNS
 QP0874  USGS QUAD   -  ST AUGUSTA (1974)
 QP0874
 QP0874                         *CURRENT SURVEY CONTROL
 QP0874  ___________________________________________________________________
 QP0874* NAD 83(1986)-  45 29 30.     (N)    094 08 55.     (W)     SCALED    
 QP0874* NAVD 88     -       315.262  (meters)    1034.32   (feet)  ADJUSTED  
 QP0874  ___________________________________________________________________
 QP0874  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 QP0874  DYNAMIC HT  -         315.254 (meters)    1034.30  (feet)  COMP
 QP0874  MODELED GRAV-     980,580.9   (mgal)                       NAVD 88
 QP0874
 QP0874  VERT ORDER  -  SECOND    CLASS I
 QP0874
 QP0874.The horizontal coordinates were scaled from a topographic map and have
 QP0874.an estimated accuracy of +/- 6 seconds.
 QP0874
 QP0874.The orthometric height was determined by differential leveling
 QP0874.and adjusted by the National Geodetic Survey in June 1991..
 QP0874
 QP0874.The geoid height was determined by GEOID03.
 QP0874
 QP0874.The dynamic height is computed by dividing the NAVD 88
 QP0874.geopotential number by the normal gravity value computed on the
 QP0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0874.degrees latitude (g = 980.6199 gals.).
 QP0874
 QP0874.The modeled gravity was interpolated from observed gravity values.
 QP0874
 QP0874;                    North         East    Units  Estimated Accuracy
 QP0874;SPC MN C     -   154,650.      807,930.      MT  (+/- 180 meters Scaled)
 QP0874
 QP0874                          SUPERSEDED SURVEY CONTROL
 QP0874
 QP0874  NGVD 29 (??/??/??)  315.143  (m)         1033.93   (f) ADJUSTED    2 1
 QP0874
 QP0874.Superseded values are not recommended for survey control.
 QP0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0874.See file dsdata.txt to determine how the superseded data were derived.
 QP0874
 QP0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL102382(NAD 83)
 QP0874_MARKER: DV = VERTICAL CONTROL DISK
 QP0874_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0874_SP_SET: BRIDGE RAIL
 QP0874_STAMPING: 7380 CJ 1977
 QP0874_MARK LOGO: MNHD  
 QP0874_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0874+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 QP0874
 QP0874  HISTORY     - Date     Condition        Report By
 QP0874  HISTORY     - 1977     MONUMENTED       MNHD
 QP0874  HISTORY     - 20030401 GOOD             MNDT
 QP0874
 QP0874                          STATION DESCRIPTION
 QP0874
 QP0874'DESCRIBED BY MN HIGHWAY DEPT 1977
 QP0874'1.0 MI NORTH FROM ST AUGUSTA.
 QP0874'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE 94 AND TRUNK HIGHWAY
 QP0874'152 NEAR ST. AUGUSTA. IT IS AT INTERSTATE 94 MILEPOINT 170.8. IT IS
 QP0874'24.5 FT. SOUTHWEST OF AND ABOUT 3 FT. HIGHER THAN THE CENTERLINE OF
 QP0874'THE EASTBOUND LANE OF INTERSTATE 94. IT IS CEMENTED INTO A DRILL HOLE
 QP0874'IN THE SOUTHEAST END OF THE SOUTHWEST BRIDGE RAILING OF BRIDGE 73854
 QP0874'AT INTERSTATE 94 OVER TRUNK HIGHWAY 152.
 QP0874
 QP0874                          STATION RECOVERY (2003)
 QP0874
 QP0874'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QP0874'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QP0874'NOT SUITABLE FOR GPS OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0573 ***********************************************************************
 QP0573  DESIGNATION -  7380 D
 QP0573  PID         -  QP0573
 QP0573  STATE/COUNTY-  MN/STEARNS
 QP0573  USGS QUAD   -  SAUK CENTRE (1979)
 QP0573
 QP0573                         *CURRENT SURVEY CONTROL
 QP0573  ___________________________________________________________________
 QP0573* NAD 83(1986)-  45 44 44.     (N)    094 59 11.     (W)     SCALED    
 QP0573* NAVD 88     -       398.729  (meters)    1308.16   (feet)  ADJUSTED  
 QP0573  ___________________________________________________________________
 QP0573  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 QP0573  DYNAMIC HT  -         398.719 (meters)    1308.13  (feet)  COMP
 QP0573  MODELED GRAV-     980,576.8   (mgal)                       NAVD 88
 QP0573
 QP0573  VERT ORDER  -  SECOND    CLASS 0
 QP0573
 QP0573.The horizontal coordinates were scaled from a topographic map and have
 QP0573.an estimated accuracy of +/- 6 seconds.
 QP0573
 QP0573.The orthometric height was determined by differential leveling
 QP0573.and adjusted by the National Geodetic Survey in June 1991..
 QP0573
 QP0573.The geoid height was determined by GEOID03.
 QP0573
 QP0573.The dynamic height is computed by dividing the NAVD 88
 QP0573.geopotential number by the normal gravity value computed on the
 QP0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0573.degrees latitude (g = 980.6199 gals.).
 QP0573
 QP0573.The modeled gravity was interpolated from observed gravity values.
 QP0573
 QP0573;                    North         East    Units  Estimated Accuracy
 QP0573;SPC MN C     -   183,130.      742,700.      MT  (+/- 180 meters Scaled)
 QP0573
 QP0573                          SUPERSEDED SURVEY CONTROL
 QP0573
 QP0573  NGVD 29 (??/??/92)  398.556  (m)         1307.60   (f) ADJ UNCH    2 0
 QP0573
 QP0573.Superseded values are not recommended for survey control.
 QP0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0573.See file dsdata.txt to determine how the superseded data were derived.
 QP0573
 QP0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL454676(NAD 83)
 QP0573_MARKER: DD = SURVEY DISK
 QP0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0573_SP_SET: BRIDGE
 QP0573_STAMPING: 7380-D 1966
 QP0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0573
 QP0573  HISTORY     - Date     Condition        Report By
 QP0573  HISTORY     - 1966     MONUMENTED       MNDT
 QP0573  HISTORY     - 1968     GOOD             MNDT
 QP0573
 QP0573                          STATION DESCRIPTION
 QP0573
 QP0573'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0573'1 MI N FROM SAUK CENTRE.
 QP0573'MARK IS LOCATED ABOUT 1 MILE NORTH OF SAUK CENTRE ON FAI 94.  MARK IS
 QP0573'A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380-D 1966, AND
 QP0573'SET IN THE SOUTHEAST CORNER OF BRIDGE NO. 73818 ABUTMENT RAMP
 QP0573'CONNECTION TO T.H. 52.  NW 1/4 SECTION 8, T 126N, R 34W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0571 ***********************************************************************
 QP0571  DESIGNATION -  7380 E 1
 QP0571  PID         -  QP0571
 QP0571  STATE/COUNTY-  MN/STEARNS
 QP0571  USGS QUAD   -  SAUK CENTRE (1979)
 QP0571
 QP0571                         *CURRENT SURVEY CONTROL
 QP0571  ___________________________________________________________________
 QP0571* NAD 83(1986)-  45 44 17.     (N)    094 58 42.     (W)     SCALED    
 QP0571* NAVD 88     -       396.021  (meters)    1299.28   (feet)  ADJUSTED  
 QP0571  ___________________________________________________________________
 QP0571  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 QP0571  DYNAMIC HT  -         396.011 (meters)    1299.25  (feet)  COMP
 QP0571  MODELED GRAV-     980,576.8   (mgal)                       NAVD 88
 QP0571
 QP0571  VERT ORDER  -  SECOND    CLASS 0
 QP0571
 QP0571.The horizontal coordinates were scaled from a topographic map and have
 QP0571.an estimated accuracy of +/- 6 seconds.
 QP0571
 QP0571.The orthometric height was determined by differential leveling
 QP0571.and adjusted by the National Geodetic Survey in June 1991..
 QP0571
 QP0571.The geoid height was determined by GEOID03.
 QP0571
 QP0571.The dynamic height is computed by dividing the NAVD 88
 QP0571.geopotential number by the normal gravity value computed on the
 QP0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0571.degrees latitude (g = 980.6199 gals.).
 QP0571
 QP0571.The modeled gravity was interpolated from observed gravity values.
 QP0571
 QP0571;                    North         East    Units  Estimated Accuracy
 QP0571;SPC MN C     -   182,290.      743,320.      MT  (+/- 180 meters Scaled)
 QP0571
 QP0571                          SUPERSEDED SURVEY CONTROL
 QP0571
 QP0571  NGVD 29 (??/??/92)  395.852  (m)         1298.72   (f) ADJ UNCH    2 0
 QP0571
 QP0571.Superseded values are not recommended for survey control.
 QP0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0571.See file dsdata.txt to determine how the superseded data were derived.
 QP0571
 QP0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL460668(NAD 83)
 QP0571_MARKER: DD = SURVEY DISK
 QP0571_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0571_SP_SET: BRIDGE
 QP0571_STAMPING: 7380-E1 1966
 QP0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0571
 QP0571  HISTORY     - Date     Condition        Report By
 QP0571  HISTORY     - 1966     MONUMENTED       MNDT
 QP0571  HISTORY     - 1968     GOOD             MNDT
 QP0571
 QP0571                          STATION DESCRIPTION
 QP0571
 QP0571'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0571'1 MI W FROM SAUK CENTRE.
 QP0571'MARK IS LOCATED ABOUT 1 MILE WEST OF SAUK CENTRE ON FAI 94.  MARK IS A
 QP0571'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380-E1 1966, SET
 QP0571'IN THE SOUTHEAST CORNER OF BRIDGE NO. 73819 ABUTMENT OF WESTBOUND FAI
 QP0571'94 OVER COUNTY ROAD NO. 184.  SE 1/4 SECTION 8, T 126N, R 34W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0551 ***********************************************************************
 QP0551  DESIGNATION -  7380 EX
 QP0551  PID         -  QP0551
 QP0551  STATE/COUNTY-  MN/STEARNS
 QP0551  USGS QUAD   -  MELROSE (1979)
 QP0551
 QP0551                         *CURRENT SURVEY CONTROL
 QP0551  ___________________________________________________________________
 QP0551* NAD 83(1986)-  45 39 52.     (N)    094 45 41.     (W)     SCALED    
 QP0551* NAVD 88     -       361.051  (meters)    1184.55   (feet)  ADJUSTED  
 QP0551  ___________________________________________________________________
 QP0551  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 QP0551  DYNAMIC HT  -         361.038 (meters)    1184.51  (feet)  COMP
 QP0551  MODELED GRAV-     980,566.8   (mgal)                       NAVD 88
 QP0551
 QP0551  VERT ORDER  -  SECOND    CLASS 0
 QP0551
 QP0551.The horizontal coordinates were scaled from a topographic map and have
 QP0551.an estimated accuracy of +/- 6 seconds.
 QP0551
 QP0551.The orthometric height was determined by differential leveling
 QP0551.and adjusted by the National Geodetic Survey in June 1991..
 QP0551
 QP0551.The geoid height was determined by GEOID03.
 QP0551
 QP0551.The dynamic height is computed by dividing the NAVD 88
 QP0551.geopotential number by the normal gravity value computed on the
 QP0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0551.degrees latitude (g = 980.6199 gals.).
 QP0551
 QP0551.The modeled gravity was interpolated from observed gravity values.
 QP0551
 QP0551;                    North         East    Units  Estimated Accuracy
 QP0551;SPC MN C     -   173,980.      760,150.      MT  (+/- 180 meters Scaled)
 QP0551
 QP0551                          SUPERSEDED SURVEY CONTROL
 QP0551
 QP0551  NGVD 29 (??/??/92)  360.865  (m)         1183.94   (f) ADJ UNCH    2 0
 QP0551
 QP0551.Superseded values are not recommended for survey control.
 QP0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0551.See file dsdata.txt to determine how the superseded data were derived.
 QP0551
 QP0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL627582(NAD 83)
 QP0551_MARKER: DD = SURVEY DISK
 QP0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0551_SP_SET: BRIDGE
 QP0551_STAMPING: 7380-EX 1968
 QP0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0551
 QP0551  HISTORY     - Date     Condition        Report By
 QP0551  HISTORY     - 1968     MONUMENTED       MNDT
 QP0551
 QP0551                          STATION DESCRIPTION
 QP0551
 QP0551'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0551'2.0 MI E FROM MELROSE.
 QP0551'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 7380-EX
 QP0551'1968 SET IN THE SOUTHEAST CORNER OF BRIDGE NO. 73811, WESTBOUND FAI 94
 QP0551'OVER SAUK RIVER.  SECTION 6, T 125N, R 32W.  NOTE-- MARK IS LOCATED
 QP0551'NEAR THE CENTER OF SECTION 6, ABOUT 2.3 MILES EAST OF MELROSE ALONG
 QP0551'FAI 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0544 ***********************************************************************
 QP0544  DESIGNATION -  7380 F
 QP0544  PID         -  QP0544
 QP0544  STATE/COUNTY-  MN/STEARNS
 QP0544  USGS QUAD   -  FREEPORT (1979)
 QP0544
 QP0544                         *CURRENT SURVEY CONTROL
 QP0544  ___________________________________________________________________
 QP0544* NAD 83(1986)-  45 39 47.     (N)    094 42 31.     (W)     SCALED    
 QP0544* NAVD 88     -       376.085  (meters)    1233.87   (feet)  ADJUSTED  
 QP0544  ___________________________________________________________________
 QP0544  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 QP0544  DYNAMIC HT  -         376.073 (meters)    1233.83  (feet)  COMP
 QP0544  MODELED GRAV-     980,572.3   (mgal)                       NAVD 88
 QP0544
 QP0544  VERT ORDER  -  SECOND    CLASS 0
 QP0544
 QP0544.The horizontal coordinates were scaled from a topographic map and have
 QP0544.an estimated accuracy of +/- 6 seconds.
 QP0544
 QP0544.The orthometric height was determined by differential leveling
 QP0544.and adjusted by the National Geodetic Survey in June 1991..
 QP0544
 QP0544.The geoid height was determined by GEOID03.
 QP0544
 QP0544.The dynamic height is computed by dividing the NAVD 88
 QP0544.geopotential number by the normal gravity value computed on the
 QP0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0544.degrees latitude (g = 980.6199 gals.).
 QP0544
 QP0544.The modeled gravity was interpolated from observed gravity values.
 QP0544
 QP0544;                    North         East    Units  Estimated Accuracy
 QP0544;SPC MN C     -   173,800.      764,260.      MT  (+/- 180 meters Scaled)
 QP0544
 QP0544                          SUPERSEDED SURVEY CONTROL
 QP0544
 QP0544  NGVD 29 (??/??/92)  375.899  (m)         1233.26   (f) ADJ UNCH    2 0
 QP0544
 QP0544.Superseded values are not recommended for survey control.
 QP0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0544.See file dsdata.txt to determine how the superseded data were derived.
 QP0544
 QP0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL668580(NAD 83)
 QP0544_MARKER: DD = SURVEY DISK
 QP0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0544_STAMPING: 7380 F 1962
 QP0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0544+STABILITY: SURFACE MOTION
 QP0544
 QP0544  HISTORY     - Date     Condition        Report By
 QP0544  HISTORY     - 1962     MONUMENTED       MNDT
 QP0544  HISTORY     - 1968     GOOD             MNDT
 QP0544
 QP0544                          STATION DESCRIPTION
 QP0544
 QP0544'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0544'1.2 MI W FROM FREEPORT.
 QP0544'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380 F
 QP0544'1962, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 85 FEET SOUTH OF
 QP0544'CENTERLINE OF EASTBOUND FAI 94 (STA. 741+05), 1 FOOT NORTH OF STEEL
 QP0544'WITNESS POST AND PROJECTING ABOUT 3 INCHES.  SE 1/4 SECTION 4, T 125N,
 QP0544'R 32W.  NOTE-- MARK IS LOCATED ABOUT 1.2 MILES WEST OF FREEPORT ALONG
 QP0544'FAI 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0572 ***********************************************************************
 QP0572  DESIGNATION -  7380 F 1
 QP0572  PID         -  QP0572
 QP0572  STATE/COUNTY-  MN/STEARNS
 QP0572  USGS QUAD   -  SAUK CENTRE (1979)
 QP0572
 QP0572                         *CURRENT SURVEY CONTROL
 QP0572  ___________________________________________________________________
 QP0572* NAD 83(1986)-  45 44 15.     (N)    094 58 39.     (W)     SCALED    
 QP0572* NAVD 88     -       395.858  (meters)    1298.74   (feet)  ADJUSTED  
 QP0572  ___________________________________________________________________
 QP0572  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 QP0572  DYNAMIC HT  -         395.847 (meters)    1298.71  (feet)  COMP
 QP0572  MODELED GRAV-     980,576.8   (mgal)                       NAVD 88
 QP0572
 QP0572  VERT ORDER  -  SECOND    CLASS 0
 QP0572
 QP0572.The horizontal coordinates were scaled from a topographic map and have
 QP0572.an estimated accuracy of +/- 6 seconds.
 QP0572
 QP0572.The orthometric height was determined by differential leveling
 QP0572.and adjusted by the National Geodetic Survey in June 1991..
 QP0572
 QP0572.The geoid height was determined by GEOID03.
 QP0572
 QP0572.The dynamic height is computed by dividing the NAVD 88
 QP0572.geopotential number by the normal gravity value computed on the
 QP0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0572.degrees latitude (g = 980.6199 gals.).
 QP0572
 QP0572.The modeled gravity was interpolated from observed gravity values.
 QP0572
 QP0572;                    North         East    Units  Estimated Accuracy
 QP0572;SPC MN C     -   182,230.      743,380.      MT  (+/- 180 meters Scaled)
 QP0572
 QP0572                          SUPERSEDED SURVEY CONTROL
 QP0572
 QP0572  NGVD 29 (??/??/92)  395.688  (m)         1298.19   (f) ADJ UNCH    2 0
 QP0572
 QP0572.Superseded values are not recommended for survey control.
 QP0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0572.See file dsdata.txt to determine how the superseded data were derived.
 QP0572
 QP0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL461667(NAD 83)
 QP0572_MARKER: DD = SURVEY DISK
 QP0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0572_SP_SET: BRIDGE
 QP0572_STAMPING: 7380-F1 1966
 QP0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0572
 QP0572  HISTORY     - Date     Condition        Report By
 QP0572  HISTORY     - 1966     MONUMENTED       MNDT
 QP0572  HISTORY     - 1968     GOOD             MNDT
 QP0572
 QP0572                          STATION DESCRIPTION
 QP0572
 QP0572'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0572'1 MI W FROM SAUK CENTRE.
 QP0572'MARK IS LOCATED 1 MILE WEST OF SAUK CENTRE ON FAI 94.  MARK IS A
 QP0572'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380-F1 1966, SET
 QP0572'IN THE SOUTHEAST CORNER OF BRIDGE NO. 73820 ABUTMENT OF EASTBOUND FAI
 QP0572'94 OVER COUNTY ROAD NO. 184.  SE 1/4 SECTION 8, T 126N, R 34W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0570 ***********************************************************************
 QP0570  DESIGNATION -  7380 G
 QP0570  PID         -  QP0570
 QP0570  STATE/COUNTY-  MN/STEARNS
 QP0570  USGS QUAD   -  SAUK CENTRE (1979)
 QP0570
 QP0570                         *CURRENT SURVEY CONTROL
 QP0570  ___________________________________________________________________
 QP0570* NAD 83(1986)-  45 43 12.     (N)    094 57 08.     (W)     SCALED    
 QP0570* NAVD 88     -       390.136  (meters)    1279.97   (feet)  ADJUSTED  
 QP0570  ___________________________________________________________________
 QP0570  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 QP0570  DYNAMIC HT  -         390.125 (meters)    1279.94  (feet)  COMP
 QP0570  MODELED GRAV-     980,575.1   (mgal)                       NAVD 88
 QP0570
 QP0570  VERT ORDER  -  SECOND    CLASS 0
 QP0570
 QP0570.The horizontal coordinates were scaled from a topographic map and have
 QP0570.an estimated accuracy of +/- 6 seconds.
 QP0570
 QP0570.The orthometric height was determined by differential leveling
 QP0570.and adjusted by the National Geodetic Survey in June 1991..
 QP0570
 QP0570.The geoid height was determined by GEOID03.
 QP0570
 QP0570.The dynamic height is computed by dividing the NAVD 88
 QP0570.geopotential number by the normal gravity value computed on the
 QP0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0570.degrees latitude (g = 980.6199 gals.).
 QP0570
 QP0570.The modeled gravity was interpolated from observed gravity values.
 QP0570
 QP0570;                    North         East    Units  Estimated Accuracy
 QP0570;SPC MN C     -   180,270.      745,330.      MT  (+/- 180 meters Scaled)
 QP0570
 QP0570                          SUPERSEDED SURVEY CONTROL
 QP0570
 QP0570  NGVD 29 (??/??/92)  389.969  (m)         1279.42   (f) ADJ UNCH    2 0
 QP0570
 QP0570.Superseded values are not recommended for survey control.
 QP0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0570.See file dsdata.txt to determine how the superseded data were derived.
 QP0570
 QP0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL480647(NAD 83)
 QP0570_MARKER: DD = SURVEY DISK
 QP0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0570_SP_SET: BRIDGE
 QP0570_STAMPING: 7380-G 1966
 QP0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0570+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 QP0570
 QP0570  HISTORY     - Date     Condition        Report By
 QP0570  HISTORY     - 1966     MONUMENTED       MNDT
 QP0570  HISTORY     - 1968     GOOD             MNDT
 QP0570  HISTORY     - 20060828 GOOD             USPSQD
 QP0570
 QP0570                          STATION DESCRIPTION
 QP0570
 QP0570'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0570'0.5 MI S FROM SAUK CENTRE.
 QP0570'MARK IS LOCATED ABOUT 0.5 MILE SOUTH OF SAUK CENTRE ON T.H. 71.  MARK
 QP0570'IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380-G 1966,
 QP0570'SET IN THE SOUTHEAST CORNER OF BRIDGE NO. 73804 ABUTMENT OF T.H. 71
 QP0570'OVER FAI 94.  SW 1/4 SECTION 15, T126N, R34W.
 QP0570
 QP0570                          STATION RECOVERY (2006)
 QP0570
 QP0570'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 QP0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0530 ***********************************************************************
 QP0530  DESIGNATION -  7380 J
 QP0530  PID         -  QP0530
 QP0530  STATE/COUNTY-  MN/STEARNS
 QP0530  USGS QUAD   -  ALBANY (1979)
 QP0530
 QP0530                         *CURRENT SURVEY CONTROL
 QP0530  ___________________________________________________________________
 QP0530* NAD 83(1986)-  45 37 52.     (N)    094 35 38.     (W)     SCALED    
 QP0530* NAVD 88     -       383.644  (meters)    1258.67   (feet)  ADJUSTED  
 QP0530  ___________________________________________________________________
 QP0530  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 QP0530  DYNAMIC HT  -         383.635 (meters)    1258.64  (feet)  COMP
 QP0530  MODELED GRAV-     980,579.3   (mgal)                       NAVD 88
 QP0530
 QP0530  VERT ORDER  -  SECOND    CLASS 0
 QP0530
 QP0530.The horizontal coordinates were scaled from a topographic map and have
 QP0530.an estimated accuracy of +/- 6 seconds.
 QP0530
 QP0530.The orthometric height was determined by differential leveling
 QP0530.and adjusted by the National Geodetic Survey in June 1991..
 QP0530
 QP0530.The geoid height was determined by GEOID03.
 QP0530
 QP0530.The dynamic height is computed by dividing the NAVD 88
 QP0530.geopotential number by the normal gravity value computed on the
 QP0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0530.degrees latitude (g = 980.6199 gals.).
 QP0530
 QP0530.The modeled gravity was interpolated from observed gravity values.
 QP0530
 QP0530;                    North         East    Units  Estimated Accuracy
 QP0530;SPC MN C     -   170,200.      773,190.      MT  (+/- 180 meters Scaled)
 QP0530
 QP0530                          SUPERSEDED SURVEY CONTROL
 QP0530
 QP0530  NGVD 29 (??/??/92)  383.463  (m)         1258.08   (f) ADJ UNCH    2 0
 QP0530
 QP0530.Superseded values are not recommended for survey control.
 QP0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0530.See file dsdata.txt to determine how the superseded data were derived.
 QP0530
 QP0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL757542(NAD 83)
 QP0530_MARKER: DD = SURVEY DISK
 QP0530_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0530_SP_SET: BRIDGE ABUTMENT
 QP0530_STAMPING: 7380 J 1962
 QP0530_MARK LOGO: MNDT  
 QP0530_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0530
 QP0530  HISTORY     - Date     Condition        Report By
 QP0530  HISTORY     - 1962     MONUMENTED       MNDT
 QP0530  HISTORY     - 1968     GOOD             MNDT
 QP0530  HISTORY     - 19910509 GOOD             MNDT
 QP0530
 QP0530                          STATION DESCRIPTION
 QP0530
 QP0530'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0530'1.3 MI W FROM ALBANY.
 QP0530'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 7380-J
 QP0530'1962, SET IN THE SOUTHEAST CORNER OF THE SOUTHWEST ABUTMENT OF THE S00
 QP0530'LINE RAILROAD BRIDGE OVER FAI 94 AND T.H. 52.  NOTE-- MARK IS LOCATED
 QP0530'NEAR THE SE CORNER OF SECTION 17, T125N, R 31W, ABOUT 1.3 MILE WEST OF
 QP0530'ALBANY ALONG T.H. 52.
 QP0530
 QP0530                          STATION RECOVERY (1991)
 QP0530
 QP0530'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (DMG)
 QP0530'STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) W OF ALBANY ALONG I-94 NEAR
 QP0530'THE SE CORNER OF SEC 17, T125N, R31W.
 QP0530'TO REACH THE STATION FROM THE INTERCHANGE AT I-94 AND TH 238 IN
 QP0530'ALBANY, GO S 0.1 MI (0.2 KM) TO A T INTERSEFCTION.  TURN RIGHT AND GO
 QP0530'WEST 0.25 MI (0.40 KM) ALONG STEARNS CO ROAD 10 0.25 MI (0.40 KM) TO A
 QP0530'ROAD CONTINUING STRAIGHT AHEAD AT A CURVE.  CONTINUE STRAIGHT AHEAD
 QP0530'(WESTERLY) ALONG 350TH STREET 0.9 MILES (1.4 KM) TO A SIDE ROAD RIGHT.
 QP0530'TURN RIGHT AND TO NORTHERLY 0.1 MILES (0.2 KM) TO A RAILROAD CROSSING.
 QP0530'TURN RIGHT AND GO EASTERLY ALONG RAILROAD TRACKS 0.3 MI (0.5 KM) TO
 QP0530'STATION ON THE LEFT.
 QP0530'STATION IS SET IN THE SE CORNER OF THE SW ABUTMENT OF THE SOO LINE
 QP0530'RAILROAD BRIDGE NO. 6571 OVER I-94, ABOUT .03 FT (0.01 M) NORTH AND
 QP0530'EAST OF THE RAILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0568 ***********************************************************************
 QP0568  DESIGNATION -  7380 J 1
 QP0568  PID         -  QP0568
 QP0568  STATE/COUNTY-  MN/STEARNS
 QP0568  USGS QUAD   -  SAUK CENTRE (1979)
 QP0568
 QP0568                         *CURRENT SURVEY CONTROL
 QP0568  ___________________________________________________________________
 QP0568* NAD 83(1986)-  45 42 43.     (N)    094 55 38.     (W)     SCALED    
 QP0568* NAVD 88     -       386.899  (meters)    1269.35   (feet)  ADJUSTED  
 QP0568  ___________________________________________________________________
 QP0568  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 QP0568  DYNAMIC HT  -         386.886 (meters)    1269.31  (feet)  COMP
 QP0568  MODELED GRAV-     980,570.9   (mgal)                       NAVD 88
 QP0568
 QP0568  VERT ORDER  -  SECOND    CLASS 0
 QP0568
 QP0568.The horizontal coordinates were scaled from a topographic map and have
 QP0568.an estimated accuracy of +/- 6 seconds.
 QP0568
 QP0568.The orthometric height was determined by differential leveling
 QP0568.and adjusted by the National Geodetic Survey in June 1991..
 QP0568
 QP0568.The geoid height was determined by GEOID03.
 QP0568
 QP0568.The dynamic height is computed by dividing the NAVD 88
 QP0568.geopotential number by the normal gravity value computed on the
 QP0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0568.degrees latitude (g = 980.6199 gals.).
 QP0568
 QP0568.The modeled gravity was interpolated from observed gravity values.
 QP0568
 QP0568;                    North         East    Units  Estimated Accuracy
 QP0568;SPC MN C     -   179,360.      747,270.      MT  (+/- 180 meters Scaled)
 QP0568
 QP0568                          SUPERSEDED SURVEY CONTROL
 QP0568
 QP0568  NGVD 29 (??/??/92)  386.727  (m)         1268.79   (f) ADJ UNCH    2 0
 QP0568
 QP0568.Superseded values are not recommended for survey control.
 QP0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0568.See file dsdata.txt to determine how the superseded data were derived.
 QP0568
 QP0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL499638(NAD 83)
 QP0568_MARKER: DD = SURVEY DISK
 QP0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0568_SP_SET: BRIDGE
 QP0568_STAMPING: 7380-J1 1966
 QP0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0568
 QP0568  HISTORY     - Date     Condition        Report By
 QP0568  HISTORY     - 1966     MONUMENTED       MNDT
 QP0568  HISTORY     - 1968     GOOD             MNDT
 QP0568
 QP0568                          STATION DESCRIPTION
 QP0568
 QP0568'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0568'1 MI SE FROM SAUK CENTRE.
 QP0568'MARK IS LOCATED 1 MILE SOUTHEAST OF SAUK CENTRE ON COUNTY ROAD (NO.
 QP0568'186).  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED
 QP0568'7380-J1 1966 SET IN THE SOUTHEAST CORNER OF BRIDGE NO. 73806 ABUTMENT
 QP0568'OF COUNTY ROAD NO. 186 OVER FAI 94.  NW 1/4 SECTION 23, T126N, R34W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0529 ***********************************************************************
 QP0529  DESIGNATION -  7380 K
 QP0529  PID         -  QP0529
 QP0529  STATE/COUNTY-  MN/STEARNS
 QP0529  USGS QUAD   -  FARMING (1965)
 QP0529
 QP0529                         *CURRENT SURVEY CONTROL
 QP0529  ___________________________________________________________________
 QP0529* NAD 83(1986)-  45 37 25.     (N)    094 33 54.     (W)     SCALED    
 QP0529* NAVD 88     -       351.079  (meters)    1151.83   (feet)  ADJUSTED  
 QP0529  ___________________________________________________________________
 QP0529  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 QP0529  DYNAMIC HT  -         351.071 (meters)    1151.81  (feet)  COMP
 QP0529  MODELED GRAV-     980,580.8   (mgal)                       NAVD 88
 QP0529
 QP0529  VERT ORDER  -  SECOND    CLASS 0
 QP0529
 QP0529.The horizontal coordinates were scaled from a topographic map and have
 QP0529.an estimated accuracy of +/- 6 seconds.
 QP0529
 QP0529.The orthometric height was determined by differential leveling
 QP0529.and adjusted by the National Geodetic Survey in June 1991..
 QP0529
 QP0529.The geoid height was determined by GEOID03.
 QP0529
 QP0529.The dynamic height is computed by dividing the NAVD 88
 QP0529.geopotential number by the normal gravity value computed on the
 QP0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0529.degrees latitude (g = 980.6199 gals.).
 QP0529
 QP0529.The modeled gravity was interpolated from observed gravity values.
 QP0529
 QP0529;                    North         East    Units  Estimated Accuracy
 QP0529;SPC MN C     -   169,360.      775,430.      MT  (+/- 180 meters Scaled)
 QP0529
 QP0529                          SUPERSEDED SURVEY CONTROL
 QP0529
 QP0529  NGVD 29 (??/??/92)  350.907  (m)         1151.27   (f) ADJ UNCH    2 0
 QP0529
 QP0529.Superseded values are not recommended for survey control.
 QP0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0529.See file dsdata.txt to determine how the superseded data were derived.
 QP0529
 QP0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL780534(NAD 83)
 QP0529_MARKER: DD = SURVEY DISK
 QP0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0529_SP_SET: CULVERT
 QP0529_STAMPING: 7380-K 1962
 QP0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0529
 QP0529  HISTORY     - Date     Condition        Report By
 QP0529  HISTORY     - 1962     MONUMENTED       MNDT
 QP0529  HISTORY     - 1968     GOOD             MNDT
 QP0529  HISTORY     - 1972     GOOD             MNDT
 QP0529
 QP0529                          STATION DESCRIPTION
 QP0529
 QP0529'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0529'0.6 MI S FROM ALBANY.
 QP0529'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380-K
 QP0529'1962, SET IN THE SOUTHEAST CORNER OF A BOX CULVERT (NO. 8849) UNDER
 QP0529'T.H. 52.  MARK IS 25 FEET SOUTH OF THE CENTERLINE OF EASTBOUND T.H. 52
 QP0529'(STATION 1136+60) AND ABOUT 3 FEET LOWER THAN THE ROADWAY.  NW 1/4
 QP0529'SECTION 22, T 125N, R 31W.  NOTE-  MARK IS LOCATED ABOUT 0.6 MILE
 QP0529'SOUTH OF ALBANY AT T.H. 52.
 QP0529
 QP0529                          STATION RECOVERY (1972)
 QP0529
 QP0529'RECOVERY NOTE BY MN DEPT OF TRANSP 1972
 QP0529'MARK FOUND, AS DESCRIBED, 0.3 MILES SOUTH ALONG T.H. 238, FROM THE
 QP0529'JUNCTION OF T.H. 238 AND THE BURLINGTON NORTHERN RAILROAD, IN ALBANY,
 QP0529'THENCE, 0.4 MILES SOUTHEAST ALONG T.H. 52, 25 FEET SOUTH OF AND 1
 QP0529'FOOT LOWER THAN THE CENTERLINE OF EASTBOUND T.H. 52 AT MILE POINT
 QP0529'227.9, IN THE SOUTHEAST CORNER OF A TWIN BOX CULVERT UNDER T.H. 52 AT
 QP0529'A SMALL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0567 ***********************************************************************
 QP0567  DESIGNATION -  7380 K 1
 QP0567  PID         -  QP0567
 QP0567  STATE/COUNTY-  MN/STEARNS
 QP0567  USGS QUAD   -  SAUK CENTRE (1979)
 QP0567
 QP0567                         *CURRENT SURVEY CONTROL
 QP0567  ___________________________________________________________________
 QP0567* NAD 83(1986)-  45 42 28.     (N)    094 54 43.     (W)     SCALED    
 QP0567* NAVD 88     -       388.319  (meters)    1274.01   (feet)  ADJUSTED  
 QP0567  ___________________________________________________________________
 QP0567  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 QP0567  DYNAMIC HT  -         388.305 (meters)    1273.96  (feet)  COMP
 QP0567  MODELED GRAV-     980,568.5   (mgal)                       NAVD 88
 QP0567
 QP0567  VERT ORDER  -  SECOND    CLASS 0
 QP0567
 QP0567.The horizontal coordinates were scaled from a topographic map and have
 QP0567.an estimated accuracy of +/- 6 seconds.
 QP0567
 QP0567.The orthometric height was determined by differential leveling
 QP0567.and adjusted by the National Geodetic Survey in June 1991..
 QP0567
 QP0567.The geoid height was determined by GEOID03.
 QP0567
 QP0567.The dynamic height is computed by dividing the NAVD 88
 QP0567.geopotential number by the normal gravity value computed on the
 QP0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0567.degrees latitude (g = 980.6199 gals.).
 QP0567
 QP0567.The modeled gravity was interpolated from observed gravity values.
 QP0567
 QP0567;                    North         East    Units  Estimated Accuracy
 QP0567;SPC MN C     -   178,880.      748,460.      MT  (+/- 180 meters Scaled)
 QP0567
 QP0567                          SUPERSEDED SURVEY CONTROL
 QP0567
 QP0567  NGVD 29 (??/??/92)  388.143  (m)         1273.43   (f) ADJ UNCH    2 0
 QP0567
 QP0567.Superseded values are not recommended for survey control.
 QP0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0567.See file dsdata.txt to determine how the superseded data were derived.
 QP0567
 QP0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL511633(NAD 83)
 QP0567_MARKER: DD = SURVEY DISK
 QP0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0567_STAMPING: 7380-K1 1962
 QP0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0567+STABILITY: SURFACE MOTION
 QP0567
 QP0567  HISTORY     - Date     Condition        Report By
 QP0567  HISTORY     - 1962     MONUMENTED       MNDT
 QP0567  HISTORY     - 1968     GOOD             MNDT
 QP0567
 QP0567                          STATION DESCRIPTION
 QP0567
 QP0567'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0567'2 MI SE FROM SAUK CENTRE.
 QP0567'MARK IS LOCATED NEAR THE 1/4 CORNER OF SECTIONS 23 AND 24, ABOUT 2
 QP0567'MILES SOUTHEAST OF SAUK CENTRE ON FAI 94.  MARK IS A STANDARD
 QP0567'MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380-K1 1962 SET IN A
 QP0567'PRE-CAST CONCRETE MONUMENT.  MARK IS 151 FEET NORTH OF THE CENTERLINE
 QP0567'OF EASTBOUND FAI 94 (STA. 181+74), 75 FEET SOUTH OF THE RAILROAD
 QP0567'CENTERLINE, 1 FOOT SOUTH OF A STEEL WITNESS POST, 3 FEET NORTH OF THE
 QP0567'R/W FENCE AND FLUSH WITH THE GROUND.  SECTION 23, 24, T126N, R34W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0523 ***********************************************************************
 QP0523  DESIGNATION -  7380 L
 QP0523  PID         -  QP0523
 QP0523  STATE/COUNTY-  MN/STEARNS
 QP0523  USGS QUAD   -  FARMING (1965)
 QP0523
 QP0523                         *CURRENT SURVEY CONTROL
 QP0523  ___________________________________________________________________
 QP0523* NAD 83(1986)-  45 36 56.     (N)    094 30 51.     (W)     SCALED    
 QP0523* NAVD 88     -       358.593  (meters)    1176.48   (feet)  ADJUSTED  
 QP0523  ___________________________________________________________________
 QP0523  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 QP0523  DYNAMIC HT  -         358.585 (meters)    1176.46  (feet)  COMP
 QP0523  MODELED GRAV-     980,583.5   (mgal)                       NAVD 88
 QP0523
 QP0523  VERT ORDER  -  SECOND    CLASS 0
 QP0523
 QP0523.The horizontal coordinates were scaled from a topographic map and have
 QP0523.an estimated accuracy of +/- 6 seconds.
 QP0523
 QP0523.The orthometric height was determined by differential leveling
 QP0523.and adjusted by the National Geodetic Survey in June 1991..
 QP0523
 QP0523.The geoid height was determined by GEOID03.
 QP0523
 QP0523.The dynamic height is computed by dividing the NAVD 88
 QP0523.geopotential number by the normal gravity value computed on the
 QP0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0523.degrees latitude (g = 980.6199 gals.).
 QP0523
 QP0523.The modeled gravity was interpolated from observed gravity values.
 QP0523
 QP0523;                    North         East    Units  Estimated Accuracy
 QP0523;SPC MN C     -   168,450.      779,400.      MT  (+/- 180 meters Scaled)
 QP0523
 QP0523                          SUPERSEDED SURVEY CONTROL
 QP0523
 QP0523  NGVD 29 (??/??/92)  358.428  (m)         1175.94   (f) ADJ UNCH    2 0
 QP0523
 QP0523.Superseded values are not recommended for survey control.
 QP0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0523.See file dsdata.txt to determine how the superseded data were derived.
 QP0523
 QP0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL819524(NAD 83)
 QP0523_MARKER: DD = SURVEY DISK
 QP0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0523_STAMPING: 7380 L 1962
 QP0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0523+STABILITY: SURFACE MOTION
 QP0523
 QP0523  HISTORY     - Date     Condition        Report By
 QP0523  HISTORY     - 1962     MONUMENTED       MNDT
 QP0523  HISTORY     - 1968     GOOD             MNDT
 QP0523
 QP0523                          STATION DESCRIPTION
 QP0523
 QP0523'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0523'2.5 MI E FROM ALBANY.
 QP0523'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380 L
 QP0523'1962, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 146 FEET NORTH OF
 QP0523'THE CENTERLINE OF EASTBOUND T.H. 52 (STATION 1272+55), 8 FEET
 QP0523'SOUTHWEST OF A POWER POLE, 1.0 FOOT SOUTH OF A STEEL WITNESS POST
 QP0523'ABOUT 400 FEET EAST OF A T-ROAD SOUTH, 45 FEET WEST OF CENTERLINE OF
 QP0523'DRIVEWAY, AND PROJECTING 3 INCHES ABOVE GROUND.  SECTION 24, T 125N, R
 QP0523'31W.  NOTE-- MARK IS LOCATED NEAR THE S.W. CORNER OF SECTION 24, ABOUT
 QP0523'2.5 MILES EAST OF ALBANY ALONG T.H. 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0566 ***********************************************************************
 QP0566  DESIGNATION -  7380 L 1
 QP0566  PID         -  QP0566
 QP0566  STATE/COUNTY-  MN/STEARNS
 QP0566  USGS QUAD   -  SAUK CENTRE (1979)
 QP0566
 QP0566                         *CURRENT SURVEY CONTROL
 QP0566  ___________________________________________________________________
 QP0566* NAD 83(1986)-  45 42 01.     (N)    094 53 27.     (W)     SCALED    
 QP0566* NAVD 88     -       383.779  (meters)    1259.11   (feet)  ADJUSTED  
 QP0566  ___________________________________________________________________
 QP0566  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 QP0566  DYNAMIC HT  -         383.764 (meters)    1259.07  (feet)  COMP
 QP0566  MODELED GRAV-     980,565.8   (mgal)                       NAVD 88
 QP0566
 QP0566  VERT ORDER  -  SECOND    CLASS 0
 QP0566
 QP0566.The horizontal coordinates were scaled from a topographic map and have
 QP0566.an estimated accuracy of +/- 6 seconds.
 QP0566
 QP0566.The orthometric height was determined by differential leveling
 QP0566.and adjusted by the National Geodetic Survey in June 1991..
 QP0566
 QP0566.The geoid height was determined by GEOID03.
 QP0566
 QP0566.The dynamic height is computed by dividing the NAVD 88
 QP0566.geopotential number by the normal gravity value computed on the
 QP0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0566.degrees latitude (g = 980.6199 gals.).
 QP0566
 QP0566.The modeled gravity was interpolated from observed gravity values.
 QP0566
 QP0566;                    North         East    Units  Estimated Accuracy
 QP0566;SPC MN C     -   178,040.      750,090.      MT  (+/- 180 meters Scaled)
 QP0566
 QP0566                          SUPERSEDED SURVEY CONTROL
 QP0566
 QP0566  NGVD 29 (??/??/92)  383.600  (m)         1258.53   (f) ADJ UNCH    2 0
 QP0566
 QP0566.Superseded values are not recommended for survey control.
 QP0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0566.See file dsdata.txt to determine how the superseded data were derived.
 QP0566
 QP0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL528624(NAD 83)
 QP0566_MARKER: DB = BENCH MARK DISK
 QP0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0566_STAMPING: 7380 L 1 1966
 QP0566_MARK LOGO: MNDT  
 QP0566_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0566+STABILITY: SURFACE MOTION
 QP0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0566+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1995
 QP0566
 QP0566  HISTORY     - Date     Condition        Report By
 QP0566  HISTORY     - 1966     MONUMENTED       MNDT
 QP0566  HISTORY     - 1968     GOOD             MNDT
 QP0566  HISTORY     - 19950531 GOOD             MNDT
 QP0566
 QP0566                          STATION DESCRIPTION
 QP0566
 QP0566'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0566'3 MI SE FROM SAUK CENTRE.
 QP0566'MARK IS ABOUT 3 MILES SOUTHEAST OF SAUK CENTRE ON FAI 94.  MARK IS A
 QP0566'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380-L1 1966, SET
 QP0566'IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 98 FEET SOUTH OF THE
 QP0566'CENTERLINE OF EASTBOUND FAI 94, 50 FEET EAST OF THE CENTERLINE OF A
 QP0566'TOWNSHIP ROAD (DEAD-END) 1 FOOT NORTH OF A STEEL WITNESS POST, 25 FEET
 QP0566'NORTH OF A R/W FENCE, ABOUT 0.6 MILES WEST OF T.H. 4-FAI 94
 QP0566'INTERCHANGE AND PROJECTS ABOUT 8 INCHES.  NW 1/4 SECTION 30, T126N,
 QP0566'R33W.
 QP0566
 QP0566                          STATION RECOVERY (1995)
 QP0566
 QP0566'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 QP0566'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SE OF SAUK CENTRE, 98 FT (29.9
 QP0566'M) SOUTH OF EB FAI 94, AT FAI 94 MP 130.8, 50 FT (15.2 M) EAST OF DEAD
 QP0566'END TWP RD, 25 FT (7.6 M) NORTH OF R/W FENCE, 0.6 MI (1.0 KM) WEST ON
 QP0566'FAI 94 FROM JCT OF FAI 94 AND TH 4, 1.0 FT (0.3 M) NORTH OF WIT POST,
 QP0566'AND PROJECTS 0.3 FT (9.1 CM) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0196 ***********************************************************************
 QP0196  DESIGNATION -  7380 M
 QP0196  PID         -  QP0196
 QP0196  STATE/COUNTY-  MN/STEARNS
 QP0196  USGS QUAD   -  AVON (1979)
 QP0196
 QP0196                         *CURRENT SURVEY CONTROL
 QP0196  ___________________________________________________________________
 QP0196* NAD 83(1986)-  45 36 06.     (N)    094 28 28.     (W)     SCALED    
 QP0196* NAVD 88     -       343.175  (meters)    1125.90   (feet)  ADJUSTED  
 QP0196  ___________________________________________________________________
 QP0196  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 QP0196  DYNAMIC HT  -         343.167 (meters)    1125.87  (feet)  COMP
 QP0196  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 QP0196
 QP0196  VERT ORDER  -  SECOND    CLASS 0
 QP0196
 QP0196.The horizontal coordinates were scaled from a topographic map and have
 QP0196.an estimated accuracy of +/- 6 seconds.
 QP0196
 QP0196.The orthometric height was determined by differential leveling
 QP0196.and adjusted by the National Geodetic Survey in June 1991..
 QP0196
 QP0196.The geoid height was determined by GEOID03.
 QP0196
 QP0196.The dynamic height is computed by dividing the NAVD 88
 QP0196.geopotential number by the normal gravity value computed on the
 QP0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0196.degrees latitude (g = 980.6199 gals.).
 QP0196
 QP0196.The modeled gravity was interpolated from observed gravity values.
 QP0196
 QP0196;                    North         East    Units  Estimated Accuracy
 QP0196;SPC MN C     -   166,900.      782,490.      MT  (+/- 180 meters Scaled)
 QP0196
 QP0196                          SUPERSEDED SURVEY CONTROL
 QP0196
 QP0196  NGVD 29 (??/??/92)  343.019  (m)         1125.39   (f) ADJ UNCH    2 0
 QP0196
 QP0196.Superseded values are not recommended for survey control.
 QP0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0196.See file dsdata.txt to determine how the superseded data were derived.
 QP0196
 QP0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL850508(NAD 83)
 QP0196_MARKER: DD = SURVEY DISK
 QP0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0196_SP_SET: CULVERT
 QP0196_STAMPING: 7380-M 1962
 QP0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0196+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2001
 QP0196
 QP0196  HISTORY     - Date     Condition        Report By
 QP0196  HISTORY     - 1962     MONUMENTED       MNDT
 QP0196  HISTORY     - 1968     GOOD             MNDT
 QP0196  HISTORY     - 1981     GOOD             LOCSUR
 QP0196  HISTORY     - 20011031 MARK NOT FOUND   MNDT
 QP0196
 QP0196                          STATION DESCRIPTION
 QP0196
 QP0196'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0196'0.5 MI SW FROM AVON.
 QP0196'MARK IS LOCATED ABOUT 0.5 MILE SOUTHWEST OF AVON ALONG T.H. 52.  MARK
 QP0196'IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380-M 1962
 QP0196'SET IN THE SOUTHWEST CORNER OF THE SOUTH HEADWALL OF A BOX CULVERT
 QP0196'UNDER T.H. 52 AT SPUNK CREEK.  MARK IS 35 FEET SOUTH OF THE CENTERLINE
 QP0196'OF EASTBOUND T.H. 52 (STATION 1385+45), BETWEEN MIDDLE SPUNK LAKE AND
 QP0196'BIG SPUNK LAKE.  SE 1/4 SECTION 29, T 125N, R 30W.
 QP0196
 QP0196                          STATION RECOVERY (1981)
 QP0196
 QP0196'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 QP0196'RECOVERED IN GOOD CONDITION.
 QP0196
 QP0196                          STATION RECOVERY (2001)
 QP0196
 QP0196'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 QP0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0565 ***********************************************************************
 QP0565  DESIGNATION -  7380 M 1
 QP0565  PID         -  QP0565
 QP0565  STATE/COUNTY-  MN/STEARNS
 QP0565  USGS QUAD   -  SAUK CENTRE (1979)
 QP0565
 QP0565                         *CURRENT SURVEY CONTROL
 QP0565  ___________________________________________________________________
 QP0565* NAD 83(1986)-  45 41 50.     (N)    094 52 51.     (W)     SCALED    
 QP0565* NAVD 88     -       381.380  (meters)    1251.24   (feet)  ADJUSTED  
 QP0565  ___________________________________________________________________
 QP0565  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 QP0565  DYNAMIC HT  -         381.365 (meters)    1251.19  (feet)  COMP
 QP0565  MODELED GRAV-     980,564.9   (mgal)                       NAVD 88
 QP0565
 QP0565  VERT ORDER  -  SECOND    CLASS 0
 QP0565
 QP0565.The horizontal coordinates were scaled from a topographic map and have
 QP0565.an estimated accuracy of +/- 6 seconds.
 QP0565
 QP0565.The orthometric height was determined by differential leveling
 QP0565.and adjusted by the National Geodetic Survey in March 1997..
 QP0565
 QP0565.The geoid height was determined by GEOID03.
 QP0565
 QP0565.The dynamic height is computed by dividing the NAVD 88
 QP0565.geopotential number by the normal gravity value computed on the
 QP0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0565.degrees latitude (g = 980.6199 gals.).
 QP0565
 QP0565.The modeled gravity was interpolated from observed gravity values.
 QP0565
 QP0565;                    North         East    Units  Estimated Accuracy
 QP0565;SPC MN C     -   177,690.      750,870.      MT  (+/- 180 meters Scaled)
 QP0565
 QP0565                          SUPERSEDED SURVEY CONTROL
 QP0565
 QP0565  NAVD 88 (06/15/91)  381.376  (m)         1251.23   (f) UNKNOWN     2 0
 QP0565  NGVD 29 (??/??/92)  381.195  (m)         1250.64   (f) ADJ UNCH    2 0
 QP0565
 QP0565.Superseded values are not recommended for survey control.
 QP0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0565.See file dsdata.txt to determine how the superseded data were derived.
 QP0565
 QP0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL535621(NAD 83)
 QP0565_MARKER: DB = BENCH MARK DISK
 QP0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0565_STAMPING: 7380 M 1 1962
 QP0565_MARK LOGO: MNDT  
 QP0565_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0565+STABILITY: SURFACE MOTION
 QP0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0565+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1995
 QP0565
 QP0565  HISTORY     - Date     Condition        Report By
 QP0565  HISTORY     - 1962     MONUMENTED       MNDT
 QP0565  HISTORY     - 1968     GOOD             MNDT
 QP0565  HISTORY     - 19950531 GOOD             MNDT
 QP0565
 QP0565                          STATION DESCRIPTION
 QP0565
 QP0565'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0565'3.5 MI E FROM SAUK CENTRE.
 QP0565'MARK IS LOCATED NEAR THE CENTER SECTION 30, ABOUT 3.5 MILES EAST OF
 QP0565'SAUK CENTRE ON FAI 94.  MARK IS A STANDARD MINNESOTA HIGHWAY
 QP0565'DEPARTMENT DISK STAMPED 7380-M1 1962, SET IN A PRE-CAST CONCRETE
 QP0565'MONUMENT.  MARK IS 328 FEET NORTH OF THE CENTERLINE OF EASTBOUND FAI
 QP0565'94 (STA. 266+35) 75 FEET SOUTH OF RAILROAD CENTERLINE, ABOUT 800 FEET
 QP0565'NORTHWEST OF THE FAI 94 WESTBOUND BRIDGE OVER T.H. 4, 1 FOOT SOUTH OF
 QP0565'A STEEL WITNESS POST AND AT THE NORTH R/W FENCE.  SECTION 30, T126N,
 QP0565'R33W.
 QP0565
 QP0565                          STATION RECOVERY (1995)
 QP0565
 QP0565'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 QP0565'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF SAUK CENTRE, 328 FT
 QP0565'(100.0 M) NORTH OF EB FAI 94, AT FAI 94 MP 13 1.0, AT FAI 94 STA
 QP0565'266+35, 75 FT (22.9 M) SOUTH OF RR TRACKS, 800 FT (243.8 M) NW OF WB
 QP0565'FAI 94 BRDG OVER TH 4, AT NORTH R/W FENCE, 1.0 FT (0.3 M) SOUTH OF WIT
 QP0565'POST, AND PROJECTS 0.2 FT (6.1 CM) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0190 ***********************************************************************
 QP0190  DESIGNATION -  7380 N
 QP0190  PID         -  QP0190
 QP0190  STATE/COUNTY-  MN/STEARNS
 QP0190  USGS QUAD   -  AVON (1979)
 QP0190
 QP0190                         *CURRENT SURVEY CONTROL
 QP0190  ___________________________________________________________________
 QP0190* NAD 83(1986)-  45 36 21.     (N)    094 25 42.     (W)     SCALED    
 QP0190* NAVD 88     -       358.421  (meters)    1175.92   (feet)  ADJUSTED  
 QP0190  ___________________________________________________________________
 QP0190  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 QP0190  DYNAMIC HT  -         358.414 (meters)    1175.90  (feet)  COMP
 QP0190  MODELED GRAV-     980,585.5   (mgal)                       NAVD 88
 QP0190
 QP0190  VERT ORDER  -  SECOND    CLASS 0
 QP0190
 QP0190.The horizontal coordinates were scaled from a topographic map and have
 QP0190.an estimated accuracy of +/- 6 seconds.
 QP0190
 QP0190.The orthometric height was determined by differential leveling
 QP0190.and adjusted by the National Geodetic Survey in June 1991..
 QP0190
 QP0190.The geoid height was determined by GEOID03.
 QP0190
 QP0190.The dynamic height is computed by dividing the NAVD 88
 QP0190.geopotential number by the normal gravity value computed on the
 QP0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0190.degrees latitude (g = 980.6199 gals.).
 QP0190
 QP0190.The modeled gravity was interpolated from observed gravity values.
 QP0190
 QP0190;                    North         East    Units  Estimated Accuracy
 QP0190;SPC MN C     -   167,350.      786,090.      MT  (+/- 180 meters Scaled)
 QP0190
 QP0190                          SUPERSEDED SURVEY CONTROL
 QP0190
 QP0190  NGVD 29 (??/??/92)  358.271  (m)         1175.43   (f) ADJ UNCH    2 0
 QP0190
 QP0190.Superseded values are not recommended for survey control.
 QP0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0190.See file dsdata.txt to determine how the superseded data were derived.
 QP0190
 QP0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL886512(NAD 83)
 QP0190_MARKER: DD = SURVEY DISK
 QP0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0190_STAMPING: 7380-N 1962
 QP0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0190+STABILITY: SURFACE MOTION
 QP0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0190+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2001
 QP0190
 QP0190  HISTORY     - Date     Condition        Report By
 QP0190  HISTORY     - 1962     MONUMENTED       MNDT
 QP0190  HISTORY     - 1968     GOOD             MNDT
 QP0190  HISTORY     - 20011031 MARK NOT FOUND   MNDT
 QP0190
 QP0190                          STATION DESCRIPTION
 QP0190
 QP0190'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0190'1.2 MI E FROM AVON.
 QP0190'MARK IS LOCATED ABOUT 1.2 MILES EAST OF AVON ALONG T.H. 52.  MARK IS A
 QP0190'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380-N 1962, SET IN
 QP0190'A PRECAST CONCRETE MONUMENT.  MARK IS 85 FEET SOUTH OF THE CENTERLINE
 QP0190'OF EASTBOUND T.H. 52 (STATION 1523+80), 5 FEET NORTH OF A STEEL
 QP0190'WITNESS POST (CONTROLLED ACCESS) 115 FEET EAST OF THE CENTERLINE OF A
 QP0190'GRAVEL ROAD AND PROJECTS ABOUT 2 INCHES ABOVE GROUND. SW 1/4 SECTION
 QP0190'26, T 125N, R 30W.
 QP0190
 QP0190                          STATION RECOVERY (2001)
 QP0190
 QP0190'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 QP0190'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0564 ***********************************************************************
 QP0564  DESIGNATION -  7380 N 1
 QP0564  PID         -  QP0564
 QP0564  STATE/COUNTY-  MN/STEARNS
 QP0564  USGS QUAD   -  SAUK CENTRE (1979)
 QP0564
 QP0564                         *CURRENT SURVEY CONTROL
 QP0564  ___________________________________________________________________
 QP0564* NAD 83(1986)-  45 41 43.     (N)    094 52 44.     (W)     SCALED    
 QP0564* NAVD 88     -       383.752  (meters)    1259.03   (feet)  ADJUSTED  
 QP0564  ___________________________________________________________________
 QP0564  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 QP0564  DYNAMIC HT  -         383.737 (meters)    1258.98  (feet)  COMP
 QP0564  MODELED GRAV-     980,564.7   (mgal)                       NAVD 88
 QP0564
 QP0564  VERT ORDER  -  SECOND    CLASS 0
 QP0564
 QP0564.The horizontal coordinates were scaled from a topographic map and have
 QP0564.an estimated accuracy of +/- 6 seconds.
 QP0564
 QP0564.The orthometric height was determined by differential leveling
 QP0564.and adjusted by the National Geodetic Survey in June 1991..
 QP0564
 QP0564.The geoid height was determined by GEOID03.
 QP0564
 QP0564.The dynamic height is computed by dividing the NAVD 88
 QP0564.geopotential number by the normal gravity value computed on the
 QP0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0564.degrees latitude (g = 980.6199 gals.).
 QP0564
 QP0564.The modeled gravity was interpolated from observed gravity values.
 QP0564
 QP0564;                    North         East    Units  Estimated Accuracy
 QP0564;SPC MN C     -   177,470.      751,020.      MT  (+/- 180 meters Scaled)
 QP0564
 QP0564                          SUPERSEDED SURVEY CONTROL
 QP0564
 QP0564  NGVD 29 (??/??/92)  383.571  (m)         1258.43   (f) ADJ UNCH    2 0
 QP0564
 QP0564.Superseded values are not recommended for survey control.
 QP0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0564.See file dsdata.txt to determine how the superseded data were derived.
 QP0564
 QP0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL537619(NAD 83)
 QP0564_MARKER: DB = BENCH MARK DISK
 QP0564_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0564_SP_SET: BRIDGE
 QP0564_STAMPING: 7380 N 1 1966
 QP0564_MARK LOGO: MNDT  
 QP0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0564+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1995
 QP0564
 QP0564  HISTORY     - Date     Condition        Report By
 QP0564  HISTORY     - 1966     MONUMENTED       MNDT
 QP0564  HISTORY     - 1968     GOOD             MNDT
 QP0564  HISTORY     - 19950531 GOOD             MNDT
 QP0564
 QP0564                          STATION DESCRIPTION
 QP0564
 QP0564'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0564'3.5 MI E FROM SAUK CENTRE.
 QP0564'MARK IS LOCATED NEAR THE CENTER OF SECTION 30, ABOUT 3.5 MILES EAST OF
 QP0564'SAUK CENTRE ON FAI 94.  MARK IS A STANDARD MINNESOTA HIGHWAY
 QP0564'DEPARTMENT DISK STAMPED 7380-N1 1966, SET IN THE SOUTHEAST CORNER OF
 QP0564'BRIDGE NO. 73808 ABUTMENT OF EASTBOUND FAI 94 OVER T.H. 4.  SECTION
 QP0564'30, T126N, R33W.
 QP0564
 QP0564                          STATION RECOVERY (1995)
 QP0564
 QP0564'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 QP0564'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF SAUK CENTRE, IN SE
 QP0564'COR OF EB FAI 94 BRDG 73808 OVER TH 4, AT FAI 94 MP 131.10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0187 ***********************************************************************
 QP0187  DESIGNATION -  7380 O
 QP0187  PID         -  QP0187
 QP0187  STATE/COUNTY-  MN/STEARNS
 QP0187  USGS QUAD   -  AVON (1979)
 QP0187
 QP0187                         *CURRENT SURVEY CONTROL
 QP0187  ___________________________________________________________________
 QP0187* NAD 83(1986)-  45 35 50.     (N)    094 22 53.     (W)     SCALED    
 QP0187* NAVD 88     -       336.659  (meters)    1104.52   (feet)  ADJUSTED  
 QP0187  ___________________________________________________________________
 QP0187  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 QP0187  DYNAMIC HT  -         336.652 (meters)    1104.50  (feet)  COMP
 QP0187  MODELED GRAV-     980,585.4   (mgal)                       NAVD 88
 QP0187
 QP0187  VERT ORDER  -  SECOND    CLASS 0
 QP0187
 QP0187.The horizontal coordinates were scaled from a topographic map and have
 QP0187.an estimated accuracy of +/- 6 seconds.
 QP0187
 QP0187.The orthometric height was determined by differential leveling
 QP0187.and adjusted by the National Geodetic Survey in June 1991..
 QP0187
 QP0187.The geoid height was determined by GEOID03.
 QP0187
 QP0187.The dynamic height is computed by dividing the NAVD 88
 QP0187.geopotential number by the normal gravity value computed on the
 QP0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0187.degrees latitude (g = 980.6199 gals.).
 QP0187
 QP0187.The modeled gravity was interpolated from observed gravity values.
 QP0187
 QP0187;                    North         East    Units  Estimated Accuracy
 QP0187;SPC MN C     -   166,390.      789,750.      MT  (+/- 180 meters Scaled)
 QP0187
 QP0187                          SUPERSEDED SURVEY CONTROL
 QP0187
 QP0187  NGVD 29 (??/??/92)  336.515  (m)         1104.05   (f) ADJ UNCH    2 0
 QP0187
 QP0187.Superseded values are not recommended for survey control.
 QP0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0187.See file dsdata.txt to determine how the superseded data were derived.
 QP0187
 QP0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL922502(NAD 83)
 QP0187_MARKER: DD = SURVEY DISK
 QP0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0187_SP_SET: CULVERT
 QP0187_STAMPING: 7380-O 1962
 QP0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0187
 QP0187  HISTORY     - Date     Condition        Report By
 QP0187  HISTORY     - 1962     MONUMENTED       MNDT
 QP0187  HISTORY     - 1968     GOOD             MNDT
 QP0187
 QP0187                          STATION DESCRIPTION
 QP0187
 QP0187'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0187'2.8 MI WNW FROM ST JOSEPH.
 QP0187'MARK IS LOCATED ABOUT 2.8 MILES WEST-NORTHWEST OF ST. JOSEPH ALONG
 QP0187'T.H. 52.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK,
 QP0187'STAMPED 7380-O 1962, SET IN THE SOUTHWEST CORNER OF A BOX CULVERT.
 QP0187'MARK IS 40 FEET SOUTH OF THE CENTERLINE OF EASTBOUND T.H. 52 (STATION
 QP0187'1650+49), ABOUT 5 FEET LOWER THAN THE ROADWAY.  NW 1/4 SECTION 31, T
 QP0187'125N, R 29W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0183 ***********************************************************************
 QP0183  DESIGNATION -  7380 P
 QP0183  PID         -  QP0183
 QP0183  STATE/COUNTY-  MN/STEARNS
 QP0183  USGS QUAD   -  ST JOSEPH (1993)
 QP0183
 QP0183                         *CURRENT SURVEY CONTROL
 QP0183  ___________________________________________________________________
 QP0183* NAD 83(1986)-  45 35 07.     (N)    094 21 37.     (W)     SCALED    
 QP0183* NAVD 88     -       341.054  (meters)    1118.94   (feet)  ADJUSTED  
 QP0183  ___________________________________________________________________
 QP0183  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 QP0183  DYNAMIC HT  -         341.047 (meters)    1118.92  (feet)  COMP
 QP0183  MODELED GRAV-     980,584.3   (mgal)                       NAVD 88
 QP0183
 QP0183  VERT ORDER  -  SECOND    CLASS 0
 QP0183
 QP0183.The horizontal coordinates were scaled from a topographic map and have
 QP0183.an estimated accuracy of +/- 6 seconds.
 QP0183
 QP0183.The orthometric height was determined by differential leveling
 QP0183.and adjusted by the National Geodetic Survey in June 1991..
 QP0183
 QP0183.The geoid height was determined by GEOID03.
 QP0183
 QP0183.The dynamic height is computed by dividing the NAVD 88
 QP0183.geopotential number by the normal gravity value computed on the
 QP0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0183.degrees latitude (g = 980.6199 gals.).
 QP0183
 QP0183.The modeled gravity was interpolated from observed gravity values.
 QP0183
 QP0183;                    North         East    Units  Estimated Accuracy
 QP0183;SPC MN C     -   165,060.      791,390.      MT  (+/- 180 meters Scaled)
 QP0183
 QP0183                          SUPERSEDED SURVEY CONTROL
 QP0183
 QP0183  NGVD 29 (??/??/92)  340.916  (m)         1118.49   (f) ADJ UNCH    2 0
 QP0183
 QP0183.Superseded values are not recommended for survey control.
 QP0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0183.See file dsdata.txt to determine how the superseded data were derived.
 QP0183
 QP0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL938488(NAD 83)
 QP0183_MARKER: DD = SURVEY DISK
 QP0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0183_SP_SET: CULVERT
 QP0183_STAMPING: 7380-P 1962
 QP0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0183
 QP0183  HISTORY     - Date     Condition        Report By
 QP0183  HISTORY     - 1962     MONUMENTED       MNDT
 QP0183  HISTORY     - 1972     GOOD             MNDT
 QP0183
 QP0183                          STATION DESCRIPTION
 QP0183
 QP0183'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0183'2.3 MI NW FROM ST JOSEPH.
 QP0183'2.4 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION OF T.H. 52 AND
 QP0183'COUNTY ROAD 2, AT ST. JOSEPH, 0.6 MILES SOUTHEAST OF COUNTY ROAD 159
 QP0183'(TO ST. JOHNS AND COLLEGEVILLE), 50 FEET SOUTHWEST OF, AND 10 FEET
 QP0183'LOWER THAN THE CENTERLINE OF EASTBOUND T.H. 52 AT MILE POINT 216.9
 QP0183'(STATION 1720 + 59), IN THE SOUTHWEST CORNER (MOST WESTERLY) OF A 6 BY
 QP0183'6 FOOT CONCRETE BOX CULVERT UNDER T.H. 52 AT A SMALL CREEK.  NW 1/4,
 QP0183'SEC 5, T 124N, R 29W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0180 ***********************************************************************
 QP0180  DESIGNATION -  7380 Q
 QP0180  PID         -  QP0180
 QP0180  STATE/COUNTY-  MN/STEARNS
 QP0180  USGS QUAD   -  ST JOSEPH (1993)
 QP0180
 QP0180                         *CURRENT SURVEY CONTROL
 QP0180  ___________________________________________________________________
 QP0180* NAD 83(1986)-  45 34 42.     (N)    094 20 41.     (W)     SCALED    
 QP0180* NAVD 88     -       345.819  (meters)    1134.57   (feet)  ADJUSTED  
 QP0180  ___________________________________________________________________
 QP0180  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 QP0180  DYNAMIC HT  -         345.811 (meters)    1134.55  (feet)  COMP
 QP0180  MODELED GRAV-     980,583.7   (mgal)                       NAVD 88
 QP0180
 QP0180  VERT ORDER  -  SECOND    CLASS 0
 QP0180
 QP0180.The horizontal coordinates were scaled from a topographic map and have
 QP0180.an estimated accuracy of +/- 6 seconds.
 QP0180
 QP0180.The orthometric height was determined by differential leveling
 QP0180.and adjusted by the National Geodetic Survey in June 1991..
 QP0180
 QP0180.The geoid height was determined by GEOID03.
 QP0180
 QP0180.The dynamic height is computed by dividing the NAVD 88
 QP0180.geopotential number by the normal gravity value computed on the
 QP0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0180.degrees latitude (g = 980.6199 gals.).
 QP0180
 QP0180.The modeled gravity was interpolated from observed gravity values.
 QP0180
 QP0180;                    North         East    Units  Estimated Accuracy
 QP0180;SPC MN C     -   164,290.      792,610.      MT  (+/- 180 meters Scaled)
 QP0180
 QP0180                          SUPERSEDED SURVEY CONTROL
 QP0180
 QP0180  NGVD 29 (??/??/92)  345.682  (m)         1134.12   (f) ADJ UNCH    2 0
 QP0180
 QP0180.Superseded values are not recommended for survey control.
 QP0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0180.See file dsdata.txt to determine how the superseded data were derived.
 QP0180
 QP0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL950480(NAD 83)
 QP0180_MARKER: DD = SURVEY DISK
 QP0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0180_SP_SET: CULVERT
 QP0180_STAMPING: 7380-Q 1962
 QP0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0180
 QP0180  HISTORY     - Date     Condition        Report By
 QP0180  HISTORY     - 1962     MONUMENTED       MNDT
 QP0180  HISTORY     - 1972     GOOD             MNDT
 QP0180
 QP0180                          STATION DESCRIPTION
 QP0180
 QP0180'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0180'1.4 MI NW FROM ST JOSEPH.
 QP0180'1.5 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION OF T.H. 52 AND
 QP0180'COUNTY ROAD 2 AT ST. JOSEPH, 0.2 MILES SOUTHEAST OF A TOWNSHIP ROAD (T
 QP0180'- ROAD SOUTH), 25 FEET SOUTH OF AND 2 FEET LOWER THAN THE CENTERLINE
 QP0180'OF EASTBOUND T.H. 52 AT MILE POINT 216.2 (STATION 1766 + 49), IN THE
 QP0180'SOUTHWEST (MOST WESTERLY) CORNER OF THE HEADWALL OF A 6 BY 6 FOOT
 QP0180'CONCRETE CATTLE PASS.  SE 1/4, SEC 5, T 124N, R 29W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0562 ***********************************************************************
 QP0562  DESIGNATION -  7380 Q 1
 QP0562  PID         -  QP0562
 QP0562  STATE/COUNTY-  MN/STEARNS
 QP0562  USGS QUAD   -  MELROSE (1979)
 QP0562
 QP0562                         *CURRENT SURVEY CONTROL
 QP0562  ___________________________________________________________________
 QP0562* NAD 83(1986)-  45 40 54.     (N)    094 50 59.     (W)     SCALED    
 QP0562* NAVD 88     -       370.745  (meters)    1216.35   (feet)  ADJUSTED  
 QP0562  ___________________________________________________________________
 QP0562  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 QP0562  DYNAMIC HT  -         370.729 (meters)    1216.30  (feet)  COMP
 QP0562  MODELED GRAV-     980,562.4   (mgal)                       NAVD 88
 QP0562
 QP0562  VERT ORDER  -  SECOND    CLASS 0
 QP0562
 QP0562.The horizontal coordinates were scaled from a topographic map and have
 QP0562.an estimated accuracy of +/- 6 seconds.
 QP0562
 QP0562.The orthometric height was determined by differential leveling
 QP0562.and adjusted by the National Geodetic Survey in June 1991..
 QP0562
 QP0562.The geoid height was determined by GEOID03.
 QP0562
 QP0562.The dynamic height is computed by dividing the NAVD 88
 QP0562.geopotential number by the normal gravity value computed on the
 QP0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0562.degrees latitude (g = 980.6199 gals.).
 QP0562
 QP0562.The modeled gravity was interpolated from observed gravity values.
 QP0562
 QP0562;                    North         East    Units  Estimated Accuracy
 QP0562;SPC MN C     -   175,940.      753,280.      MT  (+/- 180 meters Scaled)
 QP0562
 QP0562                          SUPERSEDED SURVEY CONTROL
 QP0562
 QP0562  NGVD 29 (??/??/92)  370.560  (m)         1215.75   (f) ADJ UNCH    2 0
 QP0562
 QP0562.Superseded values are not recommended for survey control.
 QP0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0562.See file dsdata.txt to determine how the superseded data were derived.
 QP0562
 QP0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL559603(NAD 83)
 QP0562_MARKER: DR = REFERENCE MARK DISK
 QP0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0562_STAMPING: 7380 Q1 1966
 QP0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0562+STABILITY: SURFACE MOTION
 QP0562
 QP0562  HISTORY     - Date     Condition        Report By
 QP0562  HISTORY     - 1966     MONUMENTED       MNDT
 QP0562  HISTORY     - 1968     GOOD             MNDT
 QP0562
 QP0562                          STATION DESCRIPTION
 QP0562
 QP0562'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0562'1.5 MI W FROM MELROSE.
 QP0562'MARK IS LOCATED NEAR THE 1/4 LINE OF SECTIONS 32 AND 33 ABOUT 1.5
 QP0562'MILES WEST OF MELROSE AND 0.4 MILE EAST OF THE SAUK RIVER.  MARK IS A
 QP0562'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380 Q1 1966, SET
 QP0562'IN A CONCRETE MONUMENT.  MARK IS 100 FEET SOUTH OF THE CENTERLINE OF
 QP0562'EASTBOUND FAI 94, 40 FEET EAST OF THE CENTERLINE OF A DEAD-END ROAD,
 QP0562'1.0 FOOT NORTH OF A STEEL WITNESS POST, 3 FEET NORTH OF THE SOUTH R/W
 QP0562'FENCE AND PROJECTING 4 INCHES ABOVE GROUND.  NEAR THE 1/4 SECTION 32,
 QP0562'33, T 126N, R 33W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0176 ***********************************************************************
 QP0176  DESIGNATION -  7380 R
 QP0176  PID         -  QP0176
 QP0176  STATE/COUNTY-  MN/STEARNS
 QP0176  USGS QUAD   -  ST JOSEPH (1993)
 QP0176
 QP0176                         *CURRENT SURVEY CONTROL
 QP0176  ___________________________________________________________________
 QP0176* NAD 83(1986)-  45 34 08.     (N)    094 19 42.     (W)     SCALED    
 QP0176* NAVD 88     -       328.069  (meters)    1076.34   (feet)  ADJUSTED  
 QP0176  ___________________________________________________________________
 QP0176  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 QP0176  DYNAMIC HT  -         328.061 (meters)    1076.31  (feet)  COMP
 QP0176  MODELED GRAV-     980,582.7   (mgal)                       NAVD 88
 QP0176
 QP0176  VERT ORDER  -  SECOND    CLASS 0
 QP0176
 QP0176.The horizontal coordinates were scaled from a topographic map and have
 QP0176.an estimated accuracy of +/- 6 seconds.
 QP0176
 QP0176.The orthometric height was determined by differential leveling
 QP0176.and adjusted by the National Geodetic Survey in June 1991..
 QP0176
 QP0176.The geoid height was determined by GEOID03.
 QP0176
 QP0176.The dynamic height is computed by dividing the NAVD 88
 QP0176.geopotential number by the normal gravity value computed on the
 QP0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0176.degrees latitude (g = 980.6199 gals.).
 QP0176
 QP0176.The modeled gravity was interpolated from observed gravity values.
 QP0176
 QP0176;                    North         East    Units  Estimated Accuracy
 QP0176;SPC MN C     -   163,230.      793,890.      MT  (+/- 180 meters Scaled)
 QP0176
 QP0176                          SUPERSEDED SURVEY CONTROL
 QP0176
 QP0176  NGVD 29 (??/??/92)  327.935  (m)         1075.90   (f) ADJ UNCH    2 0
 QP0176
 QP0176.Superseded values are not recommended for survey control.
 QP0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0176.See file dsdata.txt to determine how the superseded data were derived.
 QP0176
 QP0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL963470(NAD 83)
 QP0176_MARKER: DD = SURVEY DISK
 QP0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0176_SP_SET: CULVERT
 QP0176_STAMPING: 7380-R 1962
 QP0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0176
 QP0176  HISTORY     - Date     Condition        Report By
 QP0176  HISTORY     - 1962     MONUMENTED       MNDT
 QP0176  HISTORY     - 1972     GOOD             MNDT
 QP0176
 QP0176                          STATION DESCRIPTION
 QP0176
 QP0176'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0176'0.5 MI W FROM ST JOSEPH.
 QP0176'0.5 MILES WEST ALONG T.H. 52 FROM THE JUNCTION OF T.H. 52 AND COUNTY
 QP0176'ROAD 2 AT ST. JOSEPH, ABOUT 200 FEET WEST OF COUNTY ROAD 3 (LEADING
 QP0176'SOUTH TO ST. JOSEPH), 49 FEET SOUTH OF AND 10 FEET LOWER THAN THE
 QP0176'CENTERLINE OF EASTBOUND T.H. 52 AT MILE POINT 215.2 (STATION 1821 +
 QP0176'10), IN THE SOUTHWEST CORNER OF THE HEADWALL OF A BOX CULVERT UNDER
 QP0176'T.H. 52 AT THE SOUTH FORK OF THE WATAB RIVER.  NE 1/4, SEC 9, T124N, R
 QP0176'29W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0561 ***********************************************************************
 QP0561  DESIGNATION -  7380 R 1
 QP0561  PID         -  QP0561
 QP0561  STATE/COUNTY-  MN/STEARNS
 QP0561  USGS QUAD   -  MELROSE (1979)
 QP0561
 QP0561                         *CURRENT SURVEY CONTROL
 QP0561  ___________________________________________________________________
 QP0561* NAD 83(1986)-  45 40 24.     (N)    094 49 47.     (W)     SCALED    
 QP0561* NAVD 88     -       374.470  (meters)    1228.57   (feet)  ADJUSTED  
 QP0561  ___________________________________________________________________
 QP0561  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 QP0561  DYNAMIC HT  -         374.453 (meters)    1228.52  (feet)  COMP
 QP0561  MODELED GRAV-     980,561.2   (mgal)                       NAVD 88
 QP0561
 QP0561  VERT ORDER  -  SECOND    CLASS 0
 QP0561
 QP0561.The horizontal coordinates were scaled from a topographic map and have
 QP0561.an estimated accuracy of +/- 6 seconds.
 QP0561
 QP0561.The orthometric height was determined by differential leveling
 QP0561.and adjusted by the National Geodetic Survey in June 1991..
 QP0561
 QP0561.The geoid height was determined by GEOID03.
 QP0561
 QP0561.The dynamic height is computed by dividing the NAVD 88
 QP0561.geopotential number by the normal gravity value computed on the
 QP0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0561.degrees latitude (g = 980.6199 gals.).
 QP0561
 QP0561.The modeled gravity was interpolated from observed gravity values.
 QP0561
 QP0561;                    North         East    Units  Estimated Accuracy
 QP0561;SPC MN C     -   175,000.      754,830.      MT  (+/- 180 meters Scaled)
 QP0561
 QP0561                          SUPERSEDED SURVEY CONTROL
 QP0561
 QP0561  NGVD 29 (??/??/92)  374.281  (m)         1227.95   (f) ADJ UNCH    2 0
 QP0561
 QP0561.Superseded values are not recommended for survey control.
 QP0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0561.See file dsdata.txt to determine how the superseded data were derived.
 QP0561
 QP0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL574593(NAD 83)
 QP0561_MARKER: DD = SURVEY DISK
 QP0561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0561_SP_SET: ABUTMENT
 QP0561_STAMPING: 7380 R1 1966
 QP0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0561
 QP0561  HISTORY     - Date     Condition        Report By
 QP0561  HISTORY     - 1966     MONUMENTED       MNDT
 QP0561  HISTORY     - 1968     GOOD             MNDT
 QP0561
 QP0561                          STATION DESCRIPTION
 QP0561
 QP0561'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0561'0.5 MI W FROM MELROSE.
 QP0561'MARK IS LOCATED ON COUNTY ROAD NO. 186 BRIDGE OVER FAI 94 ABOUT 0.5
 QP0561'MILE WEST OF MELROSE.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 QP0561'DISK STAMPED 7380 R1 1966, SET IN THE SOUTHEAST CORNER ABUTMENT OF
 QP0561'BRIDGE NO. 73816.  NW 1/4 SECTION 3, T 125N, R 33W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0171 ***********************************************************************
 QP0171  DESIGNATION -  7380 S
 QP0171  PID         -  QP0171
 QP0171  STATE/COUNTY-  MN/STEARNS
 QP0171  USGS QUAD   -  ST JOSEPH (1993)
 QP0171
 QP0171                         *CURRENT SURVEY CONTROL
 QP0171  ___________________________________________________________________
 QP0171* NAD 83(1986)-  45 34 01.     (N)    094 17 49.     (W)     SCALED    
 QP0171* NAVD 88     -       330.807  (meters)    1085.32   (feet)  ADJUSTED  
 QP0171  ___________________________________________________________________
 QP0171  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 QP0171  DYNAMIC HT  -         330.800 (meters)    1085.30  (feet)  COMP
 QP0171  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 QP0171
 QP0171  VERT ORDER  -  SECOND    CLASS 0
 QP0171
 QP0171.The horizontal coordinates were scaled from a topographic map and have
 QP0171.an estimated accuracy of +/- 6 seconds.
 QP0171
 QP0171.The orthometric height was determined by differential leveling
 QP0171.and adjusted by the National Geodetic Survey in June 1991..
 QP0171
 QP0171.The geoid height was determined by GEOID03.
 QP0171
 QP0171.The dynamic height is computed by dividing the NAVD 88
 QP0171.geopotential number by the normal gravity value computed on the
 QP0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0171.degrees latitude (g = 980.6199 gals.).
 QP0171
 QP0171.The modeled gravity was interpolated from observed gravity values.
 QP0171
 QP0171;                    North         East    Units  Estimated Accuracy
 QP0171;SPC MN C     -   163,020.      796,340.      MT  (+/- 180 meters Scaled)
 QP0171
 QP0171                          SUPERSEDED SURVEY CONTROL
 QP0171
 QP0171  NGVD 29 (??/??/92)  330.678  (m)         1084.90   (f) ADJ UNCH    2 0
 QP0171
 QP0171.Superseded values are not recommended for survey control.
 QP0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0171.See file dsdata.txt to determine how the superseded data were derived.
 QP0171
 QP0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL987467(NAD 83)
 QP0171_MARKER: DD = SURVEY DISK
 QP0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0171_STAMPING: 7380-S 1962
 QP0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0171+STABILITY: SURFACE MOTION
 QP0171
 QP0171  HISTORY     - Date     Condition        Report By
 QP0171  HISTORY     - 1962     MONUMENTED       MNDT
 QP0171  HISTORY     - 1968     GOOD             MNDT
 QP0171  HISTORY     - 2000630  GOOD             MNDT
 QP0171
 QP0171                          STATION DESCRIPTION
 QP0171
 QP0171'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0171'1 MI E FROM ST JOSEPH.
 QP0171'MARK IS LOCATED IN THE NW 1/4, SECTION 11, T124N, R29W, ABOUT 1 MILES
 QP0171'EAST OF ST. JOSEPH ALONG T.H. 52.  MARK IS A STANDARD MINNESOTA
 QP0171'HIGHWAY DEPARTMENT DISK, STAMPED 7380-S 1962, SET IN A PRECAST
 QP0171'CONCRETE MONUMENT.  MARK IS 4 1/2 RAILS EAST OF MILE POST (81), 50
 QP0171'FEET SOUTH OF THE SOUTH RAIL, 38 FEET SOUTHEAST OF A TELEGRAPH POLE, 1
 QP0171'FOOT WEST OF A STEEL WITNESS POST, 172 FEET NORTH OF THE EAST BOUND
 QP0171'T.H. 52 CENTERLINE.  (STATION 1901+47), AND PROJECTS 2 INCHES ABOVE
 QP0171'GROUND.
 QP0171
 QP0171                          STATION RECOVERY (2000)
 QP0171
 QP0171'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DH)
 QP0171'MARK FOUND IN GOOD CONDITION AT MILEPOST 80.98.  AT THIS TIME, PLACED
 QP0171'MN DEPT TRANSP SIGN ON EXISTING POST.  ALSO PLACED LATH WITH RIBBON
 QP0171'AND PAINT TO ALERT PERSONNEL DURING RAILROAD TRACK REMOVAL THERE WAS
 QP0171'A MARK NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0167 ***********************************************************************
 QP0167  DESIGNATION -  7380 T
 QP0167  PID         -  QP0167
 QP0167  STATE/COUNTY-  MN/STEARNS
 QP0167  USGS QUAD   -  ST JOSEPH (1993)
 QP0167
 QP0167                         *CURRENT SURVEY CONTROL
 QP0167  ___________________________________________________________________
 QP0167* NAD 83(1986)-  45 33 15.     (N)    094 15 25.     (W)     SCALED    
 QP0167* NAVD 88     -       321.765  (meters)    1055.66   (feet)  ADJUSTED  
 QP0167  ___________________________________________________________________
 QP0167  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 QP0167  DYNAMIC HT  -         321.757 (meters)    1055.63  (feet)  COMP
 QP0167  MODELED GRAV-     980,582.7   (mgal)                       NAVD 88
 QP0167
 QP0167  VERT ORDER  -  SECOND    CLASS 0
 QP0167
 QP0167.The horizontal coordinates were scaled from a topographic map and have
 QP0167.an estimated accuracy of +/- 6 seconds.
 QP0167
 QP0167.The orthometric height was determined by differential leveling
 QP0167.and adjusted by the National Geodetic Survey in June 1991..
 QP0167
 QP0167.The geoid height was determined by GEOID03.
 QP0167
 QP0167.The dynamic height is computed by dividing the NAVD 88
 QP0167.geopotential number by the normal gravity value computed on the
 QP0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0167.degrees latitude (g = 980.6199 gals.).
 QP0167
 QP0167.The modeled gravity was interpolated from observed gravity values.
 QP0167
 QP0167;                    North         East    Units  Estimated Accuracy
 QP0167;SPC MN C     -   161,590.      799,460.      MT  (+/- 180 meters Scaled)
 QP0167
 QP0167                          SUPERSEDED SURVEY CONTROL
 QP0167
 QP0167  NGVD 29 (??/??/92)  321.641  (m)         1055.25   (f) ADJ UNCH    2 0
 QP0167
 QP0167.Superseded values are not recommended for survey control.
 QP0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0167.See file dsdata.txt to determine how the superseded data were derived.
 QP0167
 QP0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL018452(NAD 83)
 QP0167_MARKER: DD = SURVEY DISK
 QP0167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0167_SP_SET: BRIDGE
 QP0167_STAMPING: 7380-T 1962
 QP0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0167
 QP0167  HISTORY     - Date     Condition        Report By
 QP0167  HISTORY     - 1962     MONUMENTED       MNDT
 QP0167  HISTORY     - 1968     GOOD             MNDT
 QP0167
 QP0167                          STATION DESCRIPTION
 QP0167
 QP0167'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0167'1.4 MI W FROM WAITE PARK.
 QP0167'MARK IS LOCATED IN THE NW 1/4, SECTION 18, T124N, R28W, ABOUT 1.4
 QP0167'MILES WEST OF WAITE PARK ALONG T.H. 52.  MARK IS A STANDARD MINNESOTA
 QP0167'HIGHWAY DEPARTMENT DISK IN THE SOUTH EAST CORNER OF BRIDGE (NO. 6819),
 QP0167'T.H. 52 OVER THE SAUK RIVER.  STAMPED 7380-T 1962.  MARK IS 21 FEET
 QP0167'SOUTH OF THE CENTERLINE OF EASTBOUND T.H. 52 (STA. 2014+05).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0395 ***********************************************************************
 QP0395  DESIGNATION -  7380 U
 QP0395  PID         -  QP0395
 QP0395  STATE/COUNTY-  MN/STEARNS
 QP0395  USGS QUAD   -  CLEARWATER (1991)
 QP0395
 QP0395                         *CURRENT SURVEY CONTROL
 QP0395  ___________________________________________________________________
 QP0395* NAD 83(1986)-  45 26 44.     (N)    094 07 06.     (W)     SCALED    
 QP0395* NAVD 88     -       306.865  (meters)    1006.77   (feet)  ADJUSTED  
 QP0395  ___________________________________________________________________
 QP0395  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 QP0395  DYNAMIC HT  -         306.855 (meters)    1006.74  (feet)  COMP
 QP0395  MODELED GRAV-     980,574.0   (mgal)                       NAVD 88
 QP0395
 QP0395  VERT ORDER  -  SECOND    CLASS 0
 QP0395
 QP0395.The horizontal coordinates were scaled from a topographic map and have
 QP0395.an estimated accuracy of +/- 6 seconds.
 QP0395
 QP0395.The orthometric height was determined by differential leveling
 QP0395.and adjusted by the National Geodetic Survey in June 1991..
 QP0395
 QP0395.The geoid height was determined by GEOID03.
 QP0395
 QP0395.The dynamic height is computed by dividing the NAVD 88
 QP0395.geopotential number by the normal gravity value computed on the
 QP0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0395.degrees latitude (g = 980.6199 gals.).
 QP0395
 QP0395.The modeled gravity was interpolated from observed gravity values.
 QP0395
 QP0395;                    North         East    Units  Estimated Accuracy
 QP0395;SPC MN C     -   149,530.      810,300.      MT  (+/- 180 meters Scaled)
 QP0395
 QP0395                          SUPERSEDED SURVEY CONTROL
 QP0395
 QP0395  NGVD 29 (??/??/92)  306.743  (m)         1006.37   (f) ADJ UNCH    2 0
 QP0395
 QP0395.Superseded values are not recommended for survey control.
 QP0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0395.See file dsdata.txt to determine how the superseded data were derived.
 QP0395
 QP0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL125330(NAD 83)
 QP0395_MARKER: DD = SURVEY DISK
 QP0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0395_STAMPING: 7380-U 1962
 QP0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0395+STABILITY: SURFACE MOTION
 QP0395
 QP0395  HISTORY     - Date     Condition        Report By
 QP0395  HISTORY     - 1962     MONUMENTED       MNHD
 QP0395  HISTORY     - 1968     GOOD             MNDT
 QP0395  HISTORY     - 1974     MARK NOT FOUND   USGS
 QP0395  HISTORY     - 20030401 MARK NOT FOUND   MNDT
 QP0395
 QP0395                          STATION DESCRIPTION
 QP0395
 QP0395'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0395'2.9 MI SE FROM ST AUGUSTA.
 QP0395'MARK IS LOCATED ABOUT 2.9 MILES SOUTHEAST OF ST. AUGUSTA.  MARK IS A
 QP0395'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 7380-U 1962, SET
 QP0395'IN A PRE-CAST CONCRETE MONUMENT.  MARK IS ABOUT 0.55 MILE WEST OF T.H.
 QP0395'152, 190 FEET NORTH OF A COUNTY ROAD AT A NORTH-SOUTH SHRUB LINE, 1.0
 QP0395'FOOT SOUTH OF A STEEL WITNESS POST, AND PROJECTING 6 INCHES ABOVE
 QP0395'GROUND.  SW 1/4 SECTION 20, T 123N, R 27W.
 QP0395
 QP0395                          STATION RECOVERY (1974)
 QP0395
 QP0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 QP0395'MARK NOT FOUND.
 QP0395
 QP0395                          STATION RECOVERY (2003)
 QP0395
 QP0395'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QP0395'THE MARK WAS SEARCHED FOR AND NOT FOUND BY GEODETIC FIELD CREW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0560 ***********************************************************************
 QP0560  DESIGNATION -  7380 V
 QP0560  PID         -  QP0560
 QP0560  STATE/COUNTY-  MN/STEARNS
 QP0560  USGS QUAD   -  MELROSE (1979)
 QP0560
 QP0560                         *CURRENT SURVEY CONTROL
 QP0560  ___________________________________________________________________
 QP0560* NAD 83(1986)-  45 39 59.     (N)    094 48 39.     (W)     SCALED    
 QP0560* NAVD 88     -       372.488  (meters)    1222.07   (feet)  ADJUSTED  
 QP0560  ___________________________________________________________________
 QP0560  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 QP0560  DYNAMIC HT  -         372.472 (meters)    1222.02  (feet)  COMP
 QP0560  MODELED GRAV-     980,560.6   (mgal)                       NAVD 88
 QP0560
 QP0560  VERT ORDER  -  SECOND    CLASS 0
 QP0560
 QP0560.The horizontal coordinates were scaled from a topographic map and have
 QP0560.an estimated accuracy of +/- 6 seconds.
 QP0560
 QP0560.The orthometric height was determined by differential leveling
 QP0560.and adjusted by the National Geodetic Survey in June 1991..
 QP0560
 QP0560.The geoid height was determined by GEOID03.
 QP0560
 QP0560.The dynamic height is computed by dividing the NAVD 88
 QP0560.geopotential number by the normal gravity value computed on the
 QP0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0560.degrees latitude (g = 980.6199 gals.).
 QP0560
 QP0560.The modeled gravity was interpolated from observed gravity values.
 QP0560
 QP0560;                    North         East    Units  Estimated Accuracy
 QP0560;SPC MN C     -   174,220.      756,300.      MT  (+/- 180 meters Scaled)
 QP0560
 QP0560                          SUPERSEDED SURVEY CONTROL
 QP0560
 QP0560  NGVD 29 (??/??/92)  372.299  (m)         1221.45   (f) ADJ UNCH    2 0
 QP0560
 QP0560.Superseded values are not recommended for survey control.
 QP0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0560.See file dsdata.txt to determine how the superseded data were derived.
 QP0560
 QP0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL589585(NAD 83)
 QP0560_MARKER: DD = SURVEY DISK
 QP0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0560_SP_SET: ABUTMENT
 QP0560_STAMPING: 7380-V 1968
 QP0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0560
 QP0560  HISTORY     - Date     Condition        Report By
 QP0560  HISTORY     - 1968     MONUMENTED       MNDT
 QP0560
 QP0560                          STATION DESCRIPTION
 QP0560
 QP0560'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0560'IN MELROSE.
 QP0560'MARK IS LOCATED AT THE SOUTH EDGE OF MELROSE.  MARK IS A STANDARD
 QP0560'MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380-V 1968, SET IN THE
 QP0560'SOUTHEAST CORNER OF THE EAST ABUTMENT OF BRIDGE (NO. 73817) T.H. 13
 QP0560'OVER FAI 94.  NE 1/4 SECTION 3, T 125N, R 33W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0556 ***********************************************************************
 QP0556  DESIGNATION -  7380 W
 QP0556  PID         -  QP0556
 QP0556  STATE/COUNTY-  MN/STEARNS
 QP0556  USGS QUAD   -  MELROSE (1979)
 QP0556
 QP0556                         *CURRENT SURVEY CONTROL
 QP0556  ___________________________________________________________________
 QP0556* NAD 83(1986)-  45 39 54.     (N)    094 47 11.     (W)     SCALED    
 QP0556* NAVD 88     -       365.816  (meters)    1200.18   (feet)  ADJUSTED  
 QP0556  ___________________________________________________________________
 QP0556  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 QP0556  DYNAMIC HT  -         365.801 (meters)    1200.13  (feet)  COMP
 QP0556  MODELED GRAV-     980,563.3   (mgal)                       NAVD 88
 QP0556
 QP0556  VERT ORDER  -  SECOND    CLASS 0
 QP0556
 QP0556.The horizontal coordinates were scaled from a topographic map and have
 QP0556.an estimated accuracy of +/- 6 seconds.
 QP0556
 QP0556.The orthometric height was determined by differential leveling
 QP0556.and adjusted by the National Geodetic Survey in June 1991..
 QP0556
 QP0556.The geoid height was determined by GEOID03.
 QP0556
 QP0556.The dynamic height is computed by dividing the NAVD 88
 QP0556.geopotential number by the normal gravity value computed on the
 QP0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0556.degrees latitude (g = 980.6199 gals.).
 QP0556
 QP0556.The modeled gravity was interpolated from observed gravity values.
 QP0556
 QP0556;                    North         East    Units  Estimated Accuracy
 QP0556;SPC MN C     -   174,050.      758,200.      MT  (+/- 180 meters Scaled)
 QP0556
 QP0556                          SUPERSEDED SURVEY CONTROL
 QP0556
 QP0556  NGVD 29 (??/??/92)  365.628  (m)         1199.56   (f) ADJ UNCH    2 0
 QP0556
 QP0556.Superseded values are not recommended for survey control.
 QP0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0556.See file dsdata.txt to determine how the superseded data were derived.
 QP0556
 QP0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL608583(NAD 83)
 QP0556_MARKER: DD = SURVEY DISK
 QP0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0556_STAMPING: 7380-W 1968
 QP0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0556+STABILITY: SURFACE MOTION
 QP0556
 QP0556  HISTORY     - Date     Condition        Report By
 QP0556  HISTORY     - 1968     MONUMENTED       MNDT
 QP0556
 QP0556                          STATION DESCRIPTION
 QP0556
 QP0556'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0556'1 MI SE FROM MELROSE.
 QP0556'MARK IS LOCATED NEAR THE 1/4 CORNERS OF SECTIONS 1 AND 2 ABOUT 1 MILE
 QP0556'SOUTHEAST OF MELROSE ON FAI 94 (T.H. 52).  MARK IS A STANDARD
 QP0556'MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380-W 1968, SET IN A
 QP0556'CONCRETE MONUMENT.  MARK IS ABOUT 94 FEET SOUTH OF THE CENTERLINE
 QP0556'EASTBOUND FAI 94 (STA. 543+55) 7 FEET SOUTHWEST OF SIGN, 5 FEET NORTH
 QP0556'OF SOUTH R/W LINE, 1 FOOT NORTH OF A STEEL WITNESS POST AND PROJECTS
 QP0556'ABOUT 4 INCHES ABOVE GROUND.  SECTION 1, 2, T 125N, R 33W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0549 ***********************************************************************
 QP0549  DESIGNATION -  7380 X
 QP0549  PID         -  QP0549
 QP0549  STATE/COUNTY-  MN/STEARNS
 QP0549  USGS QUAD   -  MELROSE (1979)
 QP0549
 QP0549                         *CURRENT SURVEY CONTROL
 QP0549  ___________________________________________________________________
 QP0549* NAD 83(1986)-  45 39 54.     (N)    094 45 09.     (W)     SCALED    
 QP0549* NAVD 88     -       368.736  (meters)    1209.76   (feet)  ADJUSTED  
 QP0549  ___________________________________________________________________
 QP0549  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 QP0549  DYNAMIC HT  -         368.722 (meters)    1209.72  (feet)  COMP
 QP0549  MODELED GRAV-     980,567.9   (mgal)                       NAVD 88
 QP0549
 QP0549  VERT ORDER  -  SECOND    CLASS 0
 QP0549
 QP0549.The horizontal coordinates were scaled from a topographic map and have
 QP0549.an estimated accuracy of +/- 6 seconds.
 QP0549
 QP0549.The orthometric height was determined by differential leveling
 QP0549.and adjusted by the National Geodetic Survey in June 1991..
 QP0549
 QP0549.The geoid height was determined by GEOID03.
 QP0549
 QP0549.The dynamic height is computed by dividing the NAVD 88
 QP0549.geopotential number by the normal gravity value computed on the
 QP0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0549.degrees latitude (g = 980.6199 gals.).
 QP0549
 QP0549.The modeled gravity was interpolated from observed gravity values.
 QP0549
 QP0549;                    North         East    Units  Estimated Accuracy
 QP0549;SPC MN C     -   174,040.      760,840.      MT  (+/- 180 meters Scaled)
 QP0549
 QP0549                          SUPERSEDED SURVEY CONTROL
 QP0549
 QP0549  NGVD 29 (??/??/92)  368.549  (m)         1209.15   (f) ADJ UNCH    2 0
 QP0549
 QP0549.Superseded values are not recommended for survey control.
 QP0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0549.See file dsdata.txt to determine how the superseded data were derived.
 QP0549
 QP0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL634583(NAD 83)
 QP0549_MARKER: DD = SURVEY DISK
 QP0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0549_SP_SET: BRIDGE
 QP0549_STAMPING: 7380-X 1968
 QP0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0549
 QP0549  HISTORY     - Date     Condition        Report By
 QP0549  HISTORY     - 1968     MONUMENTED       MNDT
 QP0549
 QP0549                          STATION DESCRIPTION
 QP0549
 QP0549'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0549'2.8 MI E FROM MELROSE.
 QP0549'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380-X
 QP0549'1968, SET IN THE SOUTHEAST CORNER OF BRIDGE (73812) T.H. 237 OVER FAI
 QP0549'94.  SE 1/4 SECTION 6, T 125N, R 32W.  NOTE-- MARK IS LOCATED ABOUT
 QP0549'2.8 MILES EAST OF MELROSE ALONG FAI 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0548 ***********************************************************************
 QP0548  DESIGNATION -  7380 Y
 QP0548  PID         -  QP0548
 QP0548  STATE/COUNTY-  MN/STEARNS
 QP0548  USGS QUAD   -  FREEPORT (1979)
 QP0548
 QP0548                         *CURRENT SURVEY CONTROL
 QP0548  ___________________________________________________________________
 QP0548* NAD 83(1986)-  45 39 50.     (N)    094 44 08.     (W)     SCALED    
 QP0548* NAVD 88     -       371.788  (meters)    1219.77   (feet)  ADJUSTED  
 QP0548  ___________________________________________________________________
 QP0548  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 QP0548  DYNAMIC HT  -         371.775 (meters)    1219.73  (feet)  COMP
 QP0548  MODELED GRAV-     980,569.7   (mgal)                       NAVD 88
 QP0548
 QP0548  VERT ORDER  -  SECOND    CLASS 0
 QP0548
 QP0548.The horizontal coordinates were scaled from a topographic map and have
 QP0548.an estimated accuracy of +/- 6 seconds.
 QP0548
 QP0548.The orthometric height was determined by differential leveling
 QP0548.and adjusted by the National Geodetic Survey in June 1991..
 QP0548
 QP0548.The geoid height was determined by GEOID03.
 QP0548
 QP0548.The dynamic height is computed by dividing the NAVD 88
 QP0548.geopotential number by the normal gravity value computed on the
 QP0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0548.degrees latitude (g = 980.6199 gals.).
 QP0548
 QP0548.The modeled gravity was interpolated from observed gravity values.
 QP0548
 QP0548;                    North         East    Units  Estimated Accuracy
 QP0548;SPC MN C     -   173,910.      762,160.      MT  (+/- 180 meters Scaled)
 QP0548
 QP0548                          SUPERSEDED SURVEY CONTROL
 QP0548
 QP0548  NGVD 29 (??/??/92)  371.602  (m)         1219.16   (f) ADJ UNCH    2 0
 QP0548
 QP0548.Superseded values are not recommended for survey control.
 QP0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0548.See file dsdata.txt to determine how the superseded data were derived.
 QP0548
 QP0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL648581(NAD 83)
 QP0548_MARKER: DD = SURVEY DISK
 QP0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0548_STAMPING: 7380-Y 1968
 QP0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0548+STABILITY: SURFACE MOTION
 QP0548
 QP0548  HISTORY     - Date     Condition        Report By
 QP0548  HISTORY     - 1968     MONUMENTED       MNDT
 QP0548
 QP0548                          STATION DESCRIPTION
 QP0548
 QP0548'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0548'3.5 MI E FROM MELROSE.
 QP0548'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7380-Y
 QP0548'1968, SET IN A CONCRETE MONUMENT.  MARK IS 60 FEET SOUTH OF THE
 QP0548'CENTERLINE OF EASTBOUND FAI 94 (T.H. 52) (STA. 612+25), 90 FEET WEST
 QP0548'OF THE CENTERLINE OF A DEAD-END ROAD TO THE NORTH, 25 FEET SOUTHEAST
 QP0548'OF A SIGN, 1 FOOT NORTH OF A STEEL WITNESS POST AND PROJECTS ABOUT 4
 QP0548'INCHES ABOVE GROUND.  SECTION 5, T125N, R 32W.  NOTE-- MARK IS LOCATED
 QP0548'NEAR THE CENTER OF SECTION 5, ABOUT 3.5 MILES EAST OF MELROSE ALONG
 QP0548'FAI 94 (T.H. 52).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0542 ***********************************************************************
 QP0542  DESIGNATION -  7380 Z
 QP0542  PID         -  QP0542
 QP0542  STATE/COUNTY-  MN/STEARNS
 QP0542  USGS QUAD   -  FREEPORT (1979)
 QP0542
 QP0542                         *CURRENT SURVEY CONTROL
 QP0542  ___________________________________________________________________
 QP0542* NAD 83(1986)-  45 39 39.     (N)    094 41 27.     (W)     SCALED    
 QP0542* NAVD 88     -       384.873  (meters)    1262.70   (feet)  ADJUSTED  
 QP0542  ___________________________________________________________________
 QP0542  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 QP0542  DYNAMIC HT  -         384.861 (meters)    1262.66  (feet)  COMP
 QP0542  MODELED GRAV-     980,573.7   (mgal)                       NAVD 88
 QP0542
 QP0542  VERT ORDER  -  SECOND    CLASS 0
 QP0542
 QP0542.The horizontal coordinates were scaled from a topographic map and have
 QP0542.an estimated accuracy of +/- 6 seconds.
 QP0542
 QP0542.The orthometric height was determined by differential leveling
 QP0542.and adjusted by the National Geodetic Survey in June 1991..
 QP0542
 QP0542.The geoid height was determined by GEOID03.
 QP0542
 QP0542.The dynamic height is computed by dividing the NAVD 88
 QP0542.geopotential number by the normal gravity value computed on the
 QP0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0542.degrees latitude (g = 980.6199 gals.).
 QP0542
 QP0542.The modeled gravity was interpolated from observed gravity values.
 QP0542
 QP0542;                    North         East    Units  Estimated Accuracy
 QP0542;SPC MN C     -   173,550.      765,640.      MT  (+/- 180 meters Scaled)
 QP0542
 QP0542                          SUPERSEDED SURVEY CONTROL
 QP0542
 QP0542  NGVD 29 (??/??/92)  384.687  (m)         1262.09   (f) ADJ UNCH    2 0
 QP0542
 QP0542.Superseded values are not recommended for survey control.
 QP0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0542.See file dsdata.txt to determine how the superseded data were derived.
 QP0542
 QP0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL682577(NAD 83)
 QP0542_MARKER: DD = SURVEY DISK
 QP0542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0542_SP_SET: ABUTMENT
 QP0542_STAMPING: 7380-Z 1968
 QP0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0542
 QP0542  HISTORY     - Date     Condition        Report By
 QP0542  HISTORY     - 1968     MONUMENTED       MNDT
 QP0542
 QP0542                          STATION DESCRIPTION
 QP0542
 QP0542'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0542'IN FREEPORT.
 QP0542'MARK IS LOCATED AT FREEPORT.  MARK IS A STANDARD MINNESOTA HIGHWAY
 QP0542'DEPARTMENT DISK STAMPED 7380-Z 1968, SET IN THE SOUTHEAST CORNER
 QP0542'ABUTMENT OF BRIDGE (NO. 73813) COUNTY ROAD NO. 11 BRIDGE OVER FAI 94.
 QP0542'SE 1/4 SECTION 3, T125N, R 32W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5954 ***********************************************************************
 DF5954  DESIGNATION -  74
 DF5954  PID         -  DF5954
 DF5954  STATE/COUNTY-  MN/PINE
 DF5954  USGS QUAD   -  KERRICK (1981)
 DF5954
 DF5954                         *CURRENT SURVEY CONTROL
 DF5954  ___________________________________________________________________
 DF5954* NAD 83(1996)-  46 22 29.20851(N)    092 36 28.58557(W)     ADJUSTED  
 DF5954* NAVD 88     -       347.5    (meters)    1140.     (feet)  GPS OBS   
 DF5954  ___________________________________________________________________
 DF5954  X           -    -200,592.131 (meters)                     COMP
 DF5954  Y           -  -4,403,913.556 (meters)                     COMP
 DF5954  Z           -   4,594,319.332 (meters)                     COMP
 DF5954  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 DF5954  ELLIP HEIGHT-         319.75  (meters)          (05/27/03) GPS OBS
 DF5954  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DF5954
 DF5954  HORZ ORDER  -  FIRST
 DF5954  ELLP ORDER  -  THIRD     CLASS I
 DF5954
 DF5954.The horizontal coordinates were established by GPS observations
 DF5954.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5954
 DF5954.The orthometric height was determined by GPS observations and a
 DF5954.high-resolution geoid model.
 DF5954
 DF5954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5954
 DF5954.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5954
 DF5954.The ellipsoidal height was determined by GPS observations
 DF5954.and is referenced to NAD 83.
 DF5954
 DF5954.The geoid height was determined by GEOID03.
 DF5954
 DF5954;                    North         East     Units Scale Factor Converg.
 DF5954;SPC MN C     -   254,111.070   926,318.947   MT  0.99992226   +1 11 16.2
 DF5954;UTM  15      - 5,135,764.184   530,152.450   MT  0.99961118   +0 17 01.7
 DF5954
 DF5954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5954!SPC MN C     -   0.99994988  x   0.99992226  =   0.99987214
 DF5954!UTM  15      -   0.99994988  x   0.99961118  =   0.99956108
 DF5954
 DF5954                          SUPERSEDED SURVEY CONTROL
 DF5954
 DF5954.No superseded survey control is available for this station.
 DF5954
 DF5954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3015235764(NAD 83)
 DF5954_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5954_STAMPING: NO 74
 DF5954_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5954+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5954
 DF5954  HISTORY     - Date     Condition        Report By
 DF5954  HISTORY     - 1999     MONUMENTED       MN-115
 DF5954
 DF5954                          STATION DESCRIPTION
 DF5954
 DF5954'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5954'2.75 MI (4.43 KM) NW ON CO RD 47 FROM JCT OF TH 23 AT DUQUETTE, 195 FT
 DF5954'(59.4 M) EAST OF SHADY OAK LANE, 33 FT (10.1 M) NORTH OF CO RD 47, 5
 DF5954'FT (1.5 M) SOUTH OF GUY POLE, 2 FT (0.6 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0462 ***********************************************************************
 SJ0462  DESIGNATION -  74 16
 SJ0462  PID         -  SJ0462
 SJ0462  STATE/COUNTY-  MN/ST LOUIS
 SJ0462  USGS QUAD   -  HIBBING (1983)
 SJ0462
 SJ0462                         *CURRENT SURVEY CONTROL
 SJ0462  ___________________________________________________________________
 SJ0462* NAD 83(1986)-  47 25 13.     (N)    092 56 30.     (W)     SCALED    
 SJ0462* NAVD 88     -       461.347  (meters)    1513.60   (feet)  ADJUSTED  
 SJ0462  ___________________________________________________________________
 SJ0462  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 SJ0462  DYNAMIC HT  -         461.381 (meters)    1513.71  (feet)  COMP
 SJ0462  MODELED GRAV-     980,673.4   (mgal)                       NAVD 88
 SJ0462
 SJ0462  VERT ORDER  -  FIRST     CLASS II
 SJ0462
 SJ0462.The horizontal coordinates were scaled from a topographic map and have
 SJ0462.an estimated accuracy of +/- 6 seconds.
 SJ0462
 SJ0462.The orthometric height was determined by differential leveling
 SJ0462.and adjusted by the National Geodetic Survey in June 1991..
 SJ0462
 SJ0462.The geoid height was determined by GEOID03.
 SJ0462
 SJ0462.The dynamic height is computed by dividing the NAVD 88
 SJ0462.geopotential number by the normal gravity value computed on the
 SJ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0462.degrees latitude (g = 980.6199 gals.).
 SJ0462
 SJ0462.The modeled gravity was interpolated from observed gravity values.
 SJ0462
 SJ0462;                    North         East    Units  Estimated Accuracy
 SJ0462;SPC MN N     -   202,320.      811,950.      MT  (+/- 180 meters Scaled)
 SJ0462
 SJ0462                          SUPERSEDED SURVEY CONTROL
 SJ0462
 SJ0462  NGVD 29 (??/??/92)  461.076  (m)         1512.71   (f) ADJ UNCH    1 2
 SJ0462
 SJ0462.Superseded values are not recommended for survey control.
 SJ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0462.See file dsdata.txt to determine how the superseded data were derived.
 SJ0462
 SJ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN044518(NAD 83)
 SJ0462_MARKER: R = RIVET
 SJ0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ0462_SP_SET: SILL
 SJ0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ0462+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 SJ0462
 SJ0462  HISTORY     - Date     Condition        Report By
 SJ0462  HISTORY     - UNK      MONUMENTED       MNGS
 SJ0462  HISTORY     - 1948     GOOD             NGS
 SJ0462  HISTORY     - 1978     GOOD             MNDT
 SJ0462  HISTORY     - 20041004 GOOD             USPSQD
 SJ0462
 SJ0462                          STATION DESCRIPTION
 SJ0462
 SJ0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SJ0462'IN HIBBING.
 SJ0462'AT HIBBING, ALONG U.S. HIGHWAY 169, AT THE INTERSECTION 1ST AVENUE
 SJ0462'(U.S. HIGHWAY 169) AND 26TH STREET, SET IN THE TOP OF THE SOUTH END OF
 SJ0462'THE CONCRETE DOOR SILL OF THE NORTH DOOR AT THE WEST SIDE OF FIRE HALL
 SJ0462'NO. 3, 13.5 FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING AND
 SJ0462'ABOUT 2 FEET ABOVE THE SIDE WALK.
 SJ0462
 SJ0462                          STATION RECOVERY (1978)
 SJ0462
 SJ0462'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 SJ0462'RECOVERED IN GOOD CONDITION.
 SJ0462
 SJ0462                          STATION RECOVERY (2004)
 SJ0462
 SJ0462'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHO)
 SJ0462'FOUND IN GOOG CONDITION BUT THE BUILDING IS NO LONGER A FIRE HALL. THE
 SJ0462'BUILDING IS OCCUPIED BY OVERHEAD DOOR AND AMERICAN FIRE INSURANCE, AND
 SJ0462'SHOULD BE CONSIDERED A COMMERCIAL BUILDING. THE RIVIT IS LOCATED IN
 SJ0462'THE FORMER DOOR SILL BUT THE DOORS HAVE BEEN FILLED WITH WALLS, BUT
 SJ0462'THE FRAMES AND SILL ARE STILL EASILY VISIBLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ1954 ***********************************************************************
 SJ1954  DESIGNATION -  74 17
 SJ1954  PID         -  SJ1954
 SJ1954  STATE/COUNTY-  MN/ST LOUIS
 SJ1954  USGS QUAD   -  HIBBING (1983)
 SJ1954
 SJ1954                         *CURRENT SURVEY CONTROL
 SJ1954  ___________________________________________________________________
 SJ1954* NAD 83(1986)-  47 24 53.     (N)    092 56 52.     (W)     SCALED    
 SJ1954* NAVD 88     -       466.434  (meters)    1530.29   (feet)  ADJUSTED  
 SJ1954  ___________________________________________________________________
 SJ1954  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 SJ1954  DYNAMIC HT  -         466.468 (meters)    1530.40  (feet)  COMP
 SJ1954  MODELED GRAV-     980,673.1   (mgal)                       NAVD 88
 SJ1954
 SJ1954  VERT ORDER  -  SECOND    CLASS I
 SJ1954
 SJ1954.The horizontal coordinates were scaled from a topographic map and have
 SJ1954.an estimated accuracy of +/- 6 seconds.
 SJ1954
 SJ1954.The orthometric height was determined by differential leveling
 SJ1954.and adjusted by the National Geodetic Survey in June 1991..
 SJ1954
 SJ1954.The geoid height was determined by GEOID03.
 SJ1954
 SJ1954.The dynamic height is computed by dividing the NAVD 88
 SJ1954.geopotential number by the normal gravity value computed on the
 SJ1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1954.degrees latitude (g = 980.6199 gals.).
 SJ1954
 SJ1954.The modeled gravity was interpolated from observed gravity values.
 SJ1954
 SJ1954;                    North         East    Units  Estimated Accuracy
 SJ1954;SPC MN N     -   201,700.      811,490.      MT  (+/- 180 meters Scaled)
 SJ1954
 SJ1954                          SUPERSEDED SURVEY CONTROL
 SJ1954
 SJ1954.No superseded survey control is available for this station.
 SJ1954
 SJ1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN039512(NAD 83)
 SJ1954_MARKER: R = RIVET
 SJ1954_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SJ1954_SP_SET: WATER TANK LEG
 SJ1954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1954
 SJ1954  HISTORY     - Date     Condition        Report By
 SJ1954  HISTORY     - UNK      MONUMENTED       MNGS
 SJ1954  HISTORY     - 1978     GOOD             MNDT
 SJ1954  HISTORY     - 20041004 POOR             USPSQD
 SJ1954
 SJ1954                          STATION DESCRIPTION
 SJ1954
 SJ1954'DESCRIBED BY MN DEPT OF TRANSP 1978
 SJ1954'IN HIBBING.
 SJ1954'THE MARK WAS FOUND IN HIBBING, ABOUT 1 MILE NORTH ALONG TRUNK
 SJ1954'HIGHWAY 73 1ST ST. AND BUSINESS 169 FROM THE JUNCTION OF TRUNK
 SJ1954'HIGHWAY 73 AND TRUNK HIGHWAY 169 AT THE SOUTH EDGE OF HIBBING, THENCE
 SJ1954'0.3 MILES 4 AND ONE HALF CITY BLOCKS WEST ALONG 31ST ST., AT A
 SJ1954'MUNICIPAL WATER TANK. IT IS 47 FT. NORTH OF THE CENTER OF 31ST ST.,
 SJ1954'AND 69.5 FT. WEST OF AND ABOUT 8 FT. HIGHER THAN THE WEST RAIL OF THE
 SJ1954'DULUTH, MESABA AND IRON RANGE RAILROAD. SET IN THE TOP OF THE EAST
 SJ1954'CORNER OF THE CONCRETE BASE OF THE SOUTHEAST LEG OF THE WATER TANK.
 SJ1954'IT IS ABOUT 1.5 FT. HIGHER THAN THE GROUND.
 SJ1954
 SJ1954                          STATION RECOVERY (2004)
 SJ1954
 SJ1954'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHO)
 SJ1954'THE TOWER IS GONE, THE RAILROAD TRACKS ARE GONE, THE MARK IS VISIBLE
 SJ1954'AFTER CLEARING THE MUD OFF THE FOOTING FOR THE TOWER. CURRENTLY THE
 SJ1954'FOOTINGS ARE ALL INTACT BUT NOT MAINTAINED. IT IS NOW LEVEL WITH THE
 SJ1954'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0467 ***********************************************************************
 SJ0467  DESIGNATION -  74 18
 SJ0467  PID         -  SJ0467
 SJ0467  STATE/COUNTY-  MN/ST LOUIS
 SJ0467  USGS QUAD   -  HIBBING (1983)
 SJ0467
 SJ0467                         *CURRENT SURVEY CONTROL
 SJ0467  ___________________________________________________________________
 SJ0467* NAD 83(1986)-  47 24 08.     (N)    092 56 32.     (W)     SCALED    
 SJ0467* NAVD 88     -       465.102  (meters)    1525.92   (feet)  ADJUSTED  
 SJ0467  ___________________________________________________________________
 SJ0467  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 SJ0467  DYNAMIC HT  -         465.137 (meters)    1526.04  (feet)  COMP
 SJ0467  MODELED GRAV-     980,674.4   (mgal)                       NAVD 88
 SJ0467
 SJ0467  VERT ORDER  -  FIRST     CLASS II
 SJ0467
 SJ0467.The horizontal coordinates were scaled from a topographic map and have
 SJ0467.an estimated accuracy of +/- 6 seconds.
 SJ0467
 SJ0467.The orthometric height was determined by differential leveling
 SJ0467.and adjusted by the National Geodetic Survey in June 1991..
 SJ0467
 SJ0467.The geoid height was determined by GEOID03.
 SJ0467
 SJ0467.The dynamic height is computed by dividing the NAVD 88
 SJ0467.geopotential number by the normal gravity value computed on the
 SJ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0467.degrees latitude (g = 980.6199 gals.).
 SJ0467
 SJ0467.The modeled gravity was interpolated from observed gravity values.
 SJ0467
 SJ0467;                    North         East    Units  Estimated Accuracy
 SJ0467;SPC MN N     -   200,320.      811,910.      MT  (+/- 180 meters Scaled)
 SJ0467
 SJ0467                          SUPERSEDED SURVEY CONTROL
 SJ0467
 SJ0467  NGVD 29 (??/??/92)  464.827  (m)         1525.02   (f) ADJ UNCH    1 2
 SJ0467
 SJ0467.Superseded values are not recommended for survey control.
 SJ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0467.See file dsdata.txt to determine how the superseded data were derived.
 SJ0467
 SJ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN043498(NAD 83)
 SJ0467_MARKER: R = RIVET
 SJ0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ0467_SP_SET: FOOTING
 SJ0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ0467
 SJ0467  HISTORY     - Date     Condition        Report By
 SJ0467  HISTORY     - UNK      MONUMENTED       MNGS
 SJ0467  HISTORY     - 1948     GOOD             NGS
 SJ0467  HISTORY     - 1978     MARK NOT FOUND   MNDT
 SJ0467
 SJ0467                          STATION DESCRIPTION
 SJ0467
 SJ0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SJ0467'1.25 MI SW FROM HIBBING.
 SJ0467'ABOUT 1.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 169 FROM FIRE HALL NO. 3
 SJ0467'AT HIBBING, NEAR THE JUNCTION OF COUNTY HIGHWAY 61, SET IN THE TOP OF
 SJ0467'THE SOUTHWEST END OF THE NORTHWEST RAIL FOOTING OF U.S. HIGHWAY 169
 SJ0467'OVERPASS OVER THE DULUTH, MISSABE AND IRON RANGE RAILWAY, AND ABOUT
 SJ0467'0.5 FOOT ABOVE THE HIGHWAY.
 SJ0467
 SJ0467                          STATION RECOVERY (1978)
 SJ0467
 SJ0467'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 SJ0467'A THOROUGH CHECK WAS MADE OF ALL CORNERS OF THE DESCRIBED BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6133 ***********************************************************************
 DG6133  DESIGNATION -  74 KEE
 DG6133  PID         -  DG6133
 DG6133  STATE/COUNTY-  MN/BELTRAMI
 DG6133  USGS QUAD   -  JELLE NE (1973)
 DG6133
 DG6133                         *CURRENT SURVEY CONTROL
 DG6133  ___________________________________________________________________
 DG6133* NAD 83(1986)-  48 09 54.     (N)    095 15 17.     (W)     SCALED    
 DG6133* NAVD 88     -       386.263  (meters)    1267.26   (feet)  ADJUSTED  
 DG6133  ___________________________________________________________________
 DG6133  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DG6133  DYNAMIC HT  -         386.336 (meters)    1267.50  (feet)  COMP
 DG6133  MODELED GRAV-     980,787.9   (mgal)                       NAVD 88
 DG6133
 DG6133  VERT ORDER  -  SECOND    CLASS I
 DG6133
 DG6133.The horizontal coordinates were scaled from a topographic map and have
 DG6133.an estimated accuracy of +/- 6 seconds.
 DG6133
 DG6133.The orthometric height was determined by differential leveling
 DG6133.and adjusted by the National Geodetic Survey in February 2005..
 DG6133
 DG6133.Photographs are available for this station.
 DG6133
 DG6133.The geoid height was determined by GEOID03.
 DG6133
 DG6133.The dynamic height is computed by dividing the NAVD 88
 DG6133.geopotential number by the normal gravity value computed on the
 DG6133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6133.degrees latitude (g = 980.6199 gals.).
 DG6133
 DG6133.The modeled gravity was interpolated from observed gravity values.
 DG6133
 DG6133;                    North         East    Units  Estimated Accuracy
 DG6133;SPC MN N     -   287,340.      639,750.      MT  (+/- 180 meters Scaled)
 DG6133
 DG6133                          SUPERSEDED SURVEY CONTROL
 DG6133
 DG6133.No superseded survey control is available for this station.
 DG6133
 DG6133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP323370(NAD 83)
 DG6133_MARKER: DD = SURVEY DISK
 DG6133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6133_STAMPING: 74 KEE 1967
 DG6133_MARK LOGO: USGS  
 DG6133_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6133+STABILITY: SURFACE MOTION
 DG6133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6133+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 DG6133
 DG6133  HISTORY     - Date     Condition        Report By
 DG6133  HISTORY     - 1967     MONUMENTED       USGS
 DG6133  HISTORY     - 20030701 GOOD             MNDT
 DG6133
 DG6133                          STATION DESCRIPTION
 DG6133
 DG6133'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG6133'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 4.6 MI
 DG6133'(7.4 KM) SOUTH OF THORBUILT, 3.2 MI (5.1 KM) NORTH OF JCT OF TH 89 AND
 DG6133'TH 1, 73 FT (22.3 M) WEST OF TH 89, 150 FT (45.7 M) NORTH OF MILEPOST
 DG6133'57, 118 FT (36.0 M) NORTH OF 20 INCH PINE TREE, 1.5 FT (0.5 M) WEST OF
 DG6133'WIT POST.  THE MARK, A STANDARD US DEPARTMENT OF INTERIOR CONTROL MARK
 DG6133'DISK SET IN A ROUND CONCRETE MONUMENT, A RR SPIKE SET ADJACENT TO MARK
 DG6133'MAKES IT MAGNETIC, PROJECTS 4 INCHES, AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1119 ***********************************************************************
 PQ1119  DESIGNATION -  74 T
 PQ1119  PID         -  PQ1119
 PQ1119  STATE/COUNTY-  MN/YELLOW MEDICINE
 PQ1119  USGS QUAD   -  WOOD LAKE (1962)
 PQ1119
 PQ1119                         *CURRENT SURVEY CONTROL
 PQ1119  ___________________________________________________________________
 PQ1119* NAD 83(1996)-  44 44 25.65936(N)    095 31 24.27830(W)     ADJUSTED  
 PQ1119* NAVD 88     -       317.56   (+/-2cm)    1041.9    (feet)  VERTCON   
 PQ1119  ___________________________________________________________________
 PQ1119  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 PQ1119  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 PQ1119
 PQ1119  HORZ ORDER  -  THIRD
 PQ1119  VERT ORDER  -  THIRD ? (See Below)
 PQ1119
 PQ1119.The horizontal coordinates were established by classical geodetic methods
 PQ1119.and adjusted by the National Geodetic Survey in March 1999..
 PQ1119
 PQ1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1119.The vertical order pertains to the NGVD 29 superseded value.
 PQ1119
 PQ1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1119
 PQ1119.The geoid height was determined by GEOID03.
 PQ1119
 PQ1119;                    North         East     Units Scale Factor Converg.
 PQ1119;SPC MN S     -   294,510.234   679,358.202   MT  0.99993072   -1 04 04.1
 PQ1119;UTM  15      - 4,957,217.246   300,220.144   MT  1.00009082   -1 46 36.5
 PQ1119
 PQ1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1119!SPC MN S     -   0.99995442  x   0.99993072  =   0.99988515
 PQ1119!UTM  15      -   0.99995442  x   1.00009082  =   1.00004524
 PQ1119
 PQ1119                          SUPERSEDED SURVEY CONTROL
 PQ1119
 PQ1119  NAD 83(1996)-  44 44 25.65954(N)    095 31 24.27540(W) AD(       ) 3
 PQ1119  NAD 83(1986)-  44 44 25.66187(N)    095 31 24.27437(W) AD(       ) 3
 PQ1119  NAD 27      -  44 44 25.81492(N)    095 31 23.20862(W) AD(       ) 3
 PQ1119  NGVD 29 (07/19/86)  317.39   (m)         1041.3    (f) LEVELING    3  
 PQ1119
 PQ1119.Superseded values are not recommended for survey control.
 PQ1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1119.See file dsdata.txt to determine how the superseded data were derived.
 PQ1119
 PQ1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0022057217(NAD 83)
 PQ1119_MARKER: DB = BENCH MARK DISK
 PQ1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1119_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1119+STABILITY: SURFACE MOTION
 PQ1119
 PQ1119  HISTORY     - Date     Condition        Report By
 PQ1119  HISTORY     - 1960     MONUMENTED       USGS
 PQ1119
 PQ1119                          STATION DESCRIPTION
 PQ1119
 PQ1119'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1119'WOOD LAKE,6.0 MILE N AND 0.7 MILE E OF. 3.5 MILE N AND 4.7 MILE E OF
 PQ1119'HANLEY FALLS. 1880 FT S, AND 33 FT E OF X-ROADS AT CORNER SECS. 22,23,
 PQ1119'26 AND 27, T.115N,R.39W, 937 FT N AND 33 FT E OF FIELDLINE W, 58 FT S,
 PQ1119'33 FT E, AND 1.4 FT HIGHER THAN T-DRIVE E TO FARMHOUSE,36 FT S OF
 PQ1119'FENCE CORNER AND 1 FT E OF N-S FENCE. IN CONCRETE POST. A STANDARD
 PQ1119'TABLET STAMPED---74 T 1960 1041 ET---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0459 ***********************************************************************
 SJ0459  DESIGNATION -  74 VII
 SJ0459  PID         -  SJ0459
 SJ0459  STATE/COUNTY-  MN/ST LOUIS
 SJ0459  USGS QUAD   -  HIBBING (1983)
 SJ0459
 SJ0459                         *CURRENT SURVEY CONTROL
 SJ0459  ___________________________________________________________________
 SJ0459* NAD 83(1986)-  47 25 31.     (N)    092 55 55.     (W)     SCALED    
 SJ0459* NAVD 88     -       454.271  (meters)    1490.39   (feet)  ADJUSTED  
 SJ0459  ___________________________________________________________________
 SJ0459  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 SJ0459  DYNAMIC HT  -         454.305 (meters)    1490.50  (feet)  COMP
 SJ0459  MODELED GRAV-     980,675.0   (mgal)                       NAVD 88
 SJ0459
 SJ0459  VERT ORDER  -  FIRST     CLASS II
 SJ0459
 SJ0459.The horizontal coordinates were scaled from a topographic map and have
 SJ0459.an estimated accuracy of +/- 6 seconds.
 SJ0459
 SJ0459.The orthometric height was determined by differential leveling
 SJ0459.and adjusted by the National Geodetic Survey in June 1991..
 SJ0459.WARNING-Repeat measurements at this control monument indicate possible
 SJ0459.vertical movement.
 SJ0459
 SJ0459.The geoid height was determined by GEOID03.
 SJ0459
 SJ0459.The dynamic height is computed by dividing the NAVD 88
 SJ0459.geopotential number by the normal gravity value computed on the
 SJ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0459.degrees latitude (g = 980.6199 gals.).
 SJ0459
 SJ0459.The modeled gravity was interpolated from observed gravity values.
 SJ0459
 SJ0459;                    North         East    Units  Estimated Accuracy
 SJ0459;SPC MN N     -   202,880.      812,680.      MT  (+/- 180 meters Scaled)
 SJ0459
 SJ0459                          SUPERSEDED SURVEY CONTROL
 SJ0459
 SJ0459  NGVD 29 (??/??/92)  453.998  (m)         1489.49   (f) ADJ UNCH    1 2
 SJ0459
 SJ0459.Superseded values are not recommended for survey control.
 SJ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0459.See file dsdata.txt to determine how the superseded data were derived.
 SJ0459
 SJ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN051524(NAD 83)
 SJ0459_MARKER: DB = BENCH MARK DISK
 SJ0459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ0459_SP_SET: DISK SET IN CONCRETE WINDOW SILL
 SJ0459_STAMPING: 74 VII 1934
 SJ0459_MARK LOGO: CGS   
 SJ0459_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ0459+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 SJ0459
 SJ0459  HISTORY     - Date     Condition        Report By
 SJ0459  HISTORY     - 1934     MONUMENTED       CGS
 SJ0459  HISTORY     - 1948     GOOD             NGS
 SJ0459  HISTORY     - 1978     GOOD             MNDT
 SJ0459  HISTORY     - 19900515 GOOD             MNDT
 SJ0459  HISTORY     - 20041004 GOOD             USPSQD
 SJ0459
 SJ0459                          STATION DESCRIPTION
 SJ0459
 SJ0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SJ0459'IN HIBBING.
 SJ0459'AT HIBBING, AT THE EAST SIDE OF THE HIBBING HIGH SCHOOL, 246 FEET
 SJ0459'WEST-NORTHWEST OF THE T JUNCTION OF 22ND STREET AND 9TH AVENUE EAST,
 SJ0459'SET IN THE TOP OF THE NORTH END OF THE NORTH WINDOW OF THE SWIMMING
 SJ0459'POOL WHICH IS IN THE HIGH SCHOOL GYMNASIUM, 84 FEET NORTH OF THE
 SJ0459'SOUTHEAST CORNER OF THE GYM BUILDING AND 1 FOOT ABOVE THE BLACK TOP
 SJ0459'PARKING AREA.
 SJ0459
 SJ0459                          STATION RECOVERY (1978)
 SJ0459
 SJ0459'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 SJ0459'RECOVERED IN GOOD CONDITION.
 SJ0459
 SJ0459                          STATION RECOVERY (1990)
 SJ0459
 SJ0459'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO)
 SJ0459'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 SJ0459'THE MARK IS LOCATED IN HIBBING IN THE NW 1/4 OF SECTION 18, T57N,
 SJ0459'R20W.  TO REACH THE MARK FROM THE JUNCTION OF TH 37 AND TH 169, SOUTH
 SJ0459'OF HIBBING, GO WEST 0.80 MILE (1.29 KM) ALONG TH 169 TO BUSINESS ROUTE
 SJ0459'169 EXIT, TURN RIGHT AND GO 0.20 MILE (0.32 KM) TO TH 73, (1ST
 SJ0459'AVENUE,) TURN LEFT AND GO 1.5 MILES (2.4 KM) TO 23RD STREET, TURN
 SJ0459'RIGHT AND GO 0.5 MILE (0.8 KM) TO 9TH AVENUE, TURN LEFT AND GO 0.05
 SJ0459'MILE (0.08 KM) TO AN ENTRANCE TO A SCHOOL PARKING LOT.  THE MARK IS
 SJ0459'49.5 FT (15.1 M) SOUTH OF THE NE CORNER OF THE GYMNASIUM, 84.0 FT
 SJ0459'(25.6 M) NORTH OF THE SE CORNER OF THE GYMNASIUM, AND IS ABOUT 1 FT
 SJ0459'(0.3 M) HIGHER THAN THE BITUMINOUS PARKING LOT.
 SJ0459
 SJ0459                          STATION RECOVERY (2004)
 SJ0459
 SJ0459'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHO)
 SJ0459'FOUND IN GOOD CONDITION, IT IS DIFFICULT TO SEE BECAUSE A STEEL BEEM
 SJ0459'HAS BEEN PLACED IN FRONT OF THE GYMNASIUM TO PROTECT THE BUILING FROM
 SJ0459'PARKED CARS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SH0768 ***********************************************************************
 SH0768  DESIGNATION -  74 WR
 SH0768  PID         -  SH0768
 SH0768  STATE/COUNTY-  MN/LAKE
 SH0768  USGS QUAD   -  WHYTE (1985)
 SH0768
 SH0768                         *CURRENT SURVEY CONTROL
 SH0768  ___________________________________________________________________
 SH0768* NAD 83(1996)-  47 27 54.97100(N)    091 33 08.22489(W)     ADJUSTED  
 SH0768* NAVD 88     -       582.06   (+/-2cm)    1909.6    (feet)  VERTCON   
 SH0768  ___________________________________________________________________
 SH0768  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 SH0768  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 SH0768
 SH0768  HORZ ORDER  -  SECOND
 SH0768  VERT ORDER  -  THIRD ? (See Below)
 SH0768
 SH0768.The horizontal coordinates were established by classical geodetic methods
 SH0768.and adjusted by the National Geodetic Survey in March 1999..
 SH0768
 SH0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 SH0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SH0768.The vertical order pertains to the NGVD 29 superseded value.
 SH0768
 SH0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 SH0768
 SH0768.The geoid height was determined by GEOID03.
 SH0768
 SH0768;                    North         East     Units Scale Factor Converg.
 SH0768;SPC MN N     -   208,480.169   916,670.558   MT  0.99992357   +1 08 49.9
 SH0768;UTM  15      - 5,257,885.743   609,103.307   MT  0.99974628   +1 04 00.8
 SH0768
 SH0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SH0768!SPC MN N     -   0.99991320  x   0.99992357  =   0.99983678
 SH0768!UTM  15      -   0.99991320  x   0.99974628  =   0.99965950
 SH0768
 SH0768                          SUPERSEDED SURVEY CONTROL
 SH0768
 SH0768  NAD 83(1986)-  47 27 54.97477(N)    091 33 08.22409(W) AD(       ) 2
 SH0768  NAD 27      -  47 27 55.27400(N)    091 33 07.63500(W) AD(       ) 2
 SH0768  NGVD 29 (07/19/86)  581.90   (m)         1909.1    (f) LEVELING    3  
 SH0768
 SH0768.Superseded values are not recommended for survey control.
 SH0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0768.See file dsdata.txt to determine how the superseded data were derived.
 SH0768
 SH0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0910357886(NAD 83)
 SH0768_MARKER: DB = BENCH MARK DISK
 SH0768_SETTING: 80 = SET IN A BOULDER
 SH0768_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 SH0768
 SH0768  HISTORY     - Date     Condition        Report By
 SH0768  HISTORY     - 1952     MONUMENTED       USGS
 SH0768
 SH0768                          STATION DESCRIPTION
 SH0768
 SH0768'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (DAJ)
 SH0768'STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHWEST OF ISABELLA
 SH0768'AND 1-3/4 MILES EAST OF PHANTOM LAKE IN A TRIANGLE FORMED BY
 SH0768'THE JUNCTION OF TWO GRAVEL ROADS.  STATION IS 29 FEET NORTH OF THE
 SH0768'APPROXIMATE CENTERLINE OF GRAVEL ROAD AND 15 FEET SOUTH OF THE
 SH0768'APPROXIMATE CENTERLINE OF OTHER GRAVEL ROAD.  THE DISK IS
 SH0768'SET FLUSH IN AN OUTCROPPING BOULDER AND IS STAMPED 74 WR 1950.
 SH0768'
 SH0768'A TRAVERSE CONNECTION WAS MADE TO STATION FROM TRIANGULATION
 SH0768'STATION PHANTOM AND THE DISTANCE IS 18.294 METERS, 60.02
 SH0768'FEET NORTH.
 SH0768'
 SH0768'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 61 AND STATE
 SH0768'ROUTE 2 IN EAST EDGE OF TWO HARBORS GO NORTH ON STATE ROUTE
 SH0768'2 FOR 28.6 MILES TO SIDE ROAD RIGHT AT SIGNS CLOQUET LAKE
 SH0768'LOOKOUT AND CAMP 18.  TURN RIGHT AND GO EASTERLY ON GRAVEL
 SH0768'ROAD FOR 5.45 MILES TO INTERSECTION AND STATION IN EAST END
 SH0768'OF TRIANGLE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0457 ***********************************************************************
 SJ0457  DESIGNATION -  74 XX
 SJ0457  PID         -  SJ0457
 SJ0457  STATE/COUNTY-  MN/ST LOUIS
 SJ0457  USGS QUAD   -  HIBBING (1983)
 SJ0457
 SJ0457                         *CURRENT SURVEY CONTROL
 SJ0457  ___________________________________________________________________
 SJ0457* NAD 83(1986)-  47 25 36.     (N)    092 56 14.     (W)     SCALED    
 SJ0457* NAVD 88     -       456.491  (meters)    1497.67   (feet)  ADJUSTED  
 SJ0457  ___________________________________________________________________
 SJ0457  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 SJ0457  DYNAMIC HT  -         456.525 (meters)    1497.78  (feet)  COMP
 SJ0457  MODELED GRAV-     980,674.3   (mgal)                       NAVD 88
 SJ0457
 SJ0457  VERT ORDER  -  FIRST     CLASS II
 SJ0457
 SJ0457.The horizontal coordinates were scaled from a topographic map and have
 SJ0457.an estimated accuracy of +/- 6 seconds.
 SJ0457
 SJ0457.The orthometric height was determined by differential leveling
 SJ0457.and adjusted by the National Geodetic Survey in June 1991..
 SJ0457
 SJ0457.The geoid height was determined by GEOID03.
 SJ0457
 SJ0457.The dynamic height is computed by dividing the NAVD 88
 SJ0457.geopotential number by the normal gravity value computed on the
 SJ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0457.degrees latitude (g = 980.6199 gals.).
 SJ0457
 SJ0457.The modeled gravity was interpolated from observed gravity values.
 SJ0457
 SJ0457;                    North         East    Units  Estimated Accuracy
 SJ0457;SPC MN N     -   203,030.      812,280.      MT  (+/- 180 meters Scaled)
 SJ0457
 SJ0457                          SUPERSEDED SURVEY CONTROL
 SJ0457
 SJ0457  NGVD 29 (??/??/92)  456.221  (m)         1496.79   (f) ADJ UNCH    1 2
 SJ0457
 SJ0457.Superseded values are not recommended for survey control.
 SJ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0457.See file dsdata.txt to determine how the superseded data were derived.
 SJ0457
 SJ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN047525(NAD 83)
 SJ0457_MARKER: DD = SURVEY DISK
 SJ0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ0457_SP_SET: PLATFORM
 SJ0457_STAMPING: 74 XX 1934
 SJ0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ0457+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 SJ0457
 SJ0457  HISTORY     - Date     Condition        Report By
 SJ0457  HISTORY     - 1934     MONUMENTED       MNGS
 SJ0457  HISTORY     - 1948     POOR             NGS
 SJ0457  HISTORY     - 1978     GOOD             MNDT
 SJ0457  HISTORY     - 20041004 GOOD             USPSQD
 SJ0457
 SJ0457                          STATION DESCRIPTION
 SJ0457
 SJ0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SJ0457'IN HIBBING.
 SJ0457'IN HIBBING, ALONG 21ST STREET IN THE BLOCK AT THE CITY HALL BETWEEN
 SJ0457'4TH AND 5TH AVENUES EAST, SET IN THE TOP OF THE CONCRETE DOOR PLATFORM
 SJ0457'AT THE EAST ENTRANCE, 5 FEET EAST OF THE CENTER OF THE DOOR, 138 FEET
 SJ0457'NORTH OF THE NORTH CURB OF 21ST STREET, ABOUT 4 1/2 FEET ABOVE THE
 SJ0457'GROUND.
 SJ0457
 SJ0457                          STATION RECOVERY (1978)
 SJ0457
 SJ0457'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 SJ0457'RECOVERED IN GOOD CONDITION.
 SJ0457
 SJ0457                          STATION RECOVERY (2004)
 SJ0457
 SJ0457'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHO)
 SJ0457'FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3549 ***********************************************************************
 PP3549  DESIGNATION -  7401 A
 PP3549  PID         -  PP3549
 PP3549  STATE/COUNTY-  MN/STEELE
 PP3549  USGS QUAD   -  MERIDEN (1992)
 PP3549
 PP3549                         *CURRENT SURVEY CONTROL
 PP3549  ___________________________________________________________________
 PP3549* NAD 83(1996)-  44 05 26.14626(N)    093 23 13.42533(W)     ADJUSTED  
 PP3549* NAVD 88     -       340.827  (meters)    1118.20   (feet)  ADJUSTED  
 PP3549  ___________________________________________________________________
 PP3549  X           -    -271,104.981 (meters)                     COMP
 PP3549  Y           -  -4,580,686.762 (meters)                     COMP
 PP3549  Z           -   4,415,544.676 (meters)                     COMP
 PP3549  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 PP3549  ELLIP HEIGHT-         312.47  (meters)          (07/31/00) GPS OBS
 PP3549  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 PP3549  DYNAMIC HT  -         340.776 (meters)    1118.03  (feet)  COMP
 PP3549  MODELED GRAV-     980,457.6   (mgal)                       NAVD 88
 PP3549
 PP3549  HORZ ORDER  -  FIRST
 PP3549  VERT ORDER  -  SECOND    CLASS I
 PP3549  ELLP ORDER  -  FOURTH    CLASS I
 PP3549
 PP3549.The horizontal coordinates were established by GPS observations
 PP3549.and adjusted by the National Geodetic Survey in July 2000..
 PP3549
 PP3549.The orthometric height was determined by differential leveling
 PP3549.and adjusted by the National Geodetic Survey in June 1995..
 PP3549
 PP3549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3549
 PP3549.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3549
 PP3549.The ellipsoidal height was determined by GPS observations
 PP3549.and is referenced to NAD 83.
 PP3549
 PP3549.The geoid height was determined by GEOID03.
 PP3549
 PP3549.The dynamic height is computed by dividing the NAVD 88
 PP3549.geopotential number by the normal gravity value computed on the
 PP3549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3549.degrees latitude (g = 980.6199 gals.).
 PP3549
 PP3549.The modeled gravity was interpolated from observed gravity values.
 PP3549
 PP3549;                    North         East     Units Scale Factor Converg.
 PP3549;SPC MN S     -   221,362.007   849,083.476   MT  0.99994760   +0 25 46.6
 PP3549;UTM  15      - 4,882,008.062   469,014.852   MT  0.99961181   -0 16 09.5
 PP3549
 PP3549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3549!SPC MN S     -   0.99995101  x   0.99994760  =   0.99989861
 PP3549!UTM  15      -   0.99995101  x   0.99961181  =   0.99956284
 PP3549
 PP3549                          SUPERSEDED SURVEY CONTROL
 PP3549
 PP3549  NAVD 88 (07/31/00)  340.83   (m)         1118.2    (f) LEVELING    3  
 PP3549
 PP3549.Superseded values are not recommended for survey control.
 PP3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3549.See file dsdata.txt to determine how the superseded data were derived.
 PP3549
 PP3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6901582008(NAD 83)
 PP3549_MARKER: DV = VERTICAL CONTROL DISK
 PP3549_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3549_SP_SET: COPPER-CLAD STEEL ROD
 PP3549_STAMPING: 7401 A 1977
 PP3549_MARK LOGO: MNDT  
 PP3549_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3549+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1998
 PP3549
 PP3549  HISTORY     - Date     Condition        Report By
 PP3549  HISTORY     - 1977     MONUMENTED       MNDT
 PP3549  HISTORY     - 19880620 GOOD             MNDT
 PP3549  HISTORY     - 19980406 GOOD             MNDT
 PP3549
 PP3549                          STATION DESCRIPTION
 PP3549
 PP3549'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3549'THE MARK IS LOCATED ABOUT 5 MILES (8.0 KM) EAST OF THE CITY OF WASECA,
 PP3549'6.3 MILES (10.1 KM) EAST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION
 PP3549'WITH TRUNK HIGHWAY 13 IN WASECA, IN THE NE 1/4 OF SECTION 7, T107N,
 PP3549'R21W.  IT IS 49.5 FEET (15.1 M) NORTH-NORTHWEST OF AND ABOUT 2 FEET
 PP3549'(0.6 M) LOWER THAN THE CENTERLINE OF HIGHWAY 14 AT MILEPOINT 164.1,
 PP3549'51.5 FEET (15.7 M) EAST OF THE CENTER OF A GRAVEL ROAD, 42.3 FEET
 PP3549'(12.9 M) EAST-NORTHEAST OF A POWER POLE, 12.5 FEET (3.8 M)
 PP3549'WEST-SOUTHWEST OF A RIGHT-OF-WAY POST, AND 1.0 FOOT (0.3 M)
 PP3549'WEST-SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3549'VERTICAL CONTROL MONUMENT DISK STAMPED---7401 A 1977---, IS CRIMPED
 PP3549'TO THE TOP OF A DRIVEN 5/8-INCH DIAMETER COPPER-CLAD STEEL (MAGNETIC)
 PP3549'ROD, AND IS FLUSH WITH THE GROUND.  NOTE--ROD DEPTH UNKNOWN.
 PP3549
 PP3549                          STATION RECOVERY (1998)
 PP3549
 PP3549'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3549'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3550 ***********************************************************************
 PP3550  DESIGNATION -  7401 B
 PP3550  PID         -  PP3550
 PP3550  STATE/COUNTY-  MN/STEELE
 PP3550  USGS QUAD   -  SACO (1991)
 PP3550
 PP3550                         *CURRENT SURVEY CONTROL
 PP3550  ___________________________________________________________________
 PP3550* NAD 83(1986)-  44 05 42.     (N)    093 22 01.     (W)     SCALED    
 PP3550* NAVD 88     -       343.783  (meters)    1127.89   (feet)  ADJUSTED  
 PP3550  ___________________________________________________________________
 PP3550  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 PP3550  DYNAMIC HT  -         343.732 (meters)    1127.73  (feet)  COMP
 PP3550  MODELED GRAV-     980,459.7   (mgal)                       NAVD 88
 PP3550
 PP3550  VERT ORDER  -  SECOND    CLASS I
 PP3550
 PP3550.The horizontal coordinates were scaled from a topographic map and have
 PP3550.an estimated accuracy of +/- 6 seconds.
 PP3550
 PP3550.The orthometric height was determined by differential leveling
 PP3550.and adjusted by the National Geodetic Survey in June 1995..
 PP3550
 PP3550.The geoid height was determined by GEOID03.
 PP3550
 PP3550.The dynamic height is computed by dividing the NAVD 88
 PP3550.geopotential number by the normal gravity value computed on the
 PP3550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3550.degrees latitude (g = 980.6199 gals.).
 PP3550
 PP3550.The modeled gravity was interpolated from observed gravity values.
 PP3550
 PP3550;                    North         East    Units  Estimated Accuracy
 PP3550;SPC MN S     -   221,860.      850,690.      MT  (+/- 180 meters Scaled)
 PP3550
 PP3550                          SUPERSEDED SURVEY CONTROL
 PP3550
 PP3550.No superseded survey control is available for this station.
 PP3550
 PP3550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ706824(NAD 83)
 PP3550_MARKER: DV = VERTICAL CONTROL DISK
 PP3550_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3550_SP_SET: COPPER-CLAD STEEL ROD
 PP3550_STAMPING: 7401 B 1977
 PP3550_MARK LOGO: MNDT  
 PP3550_MAGNETIC: I = MARKER IS A STEEL ROD
 PP3550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3550
 PP3550  HISTORY     - Date     Condition        Report By
 PP3550  HISTORY     - 1977     MONUMENTED       MNDT
 PP3550  HISTORY     - 19880620 GOOD             MNDT
 PP3550
 PP3550                          STATION DESCRIPTION
 PP3550
 PP3550'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3550'THE MARK IS LOCATED ABOUT 6 MILES (9.7 KM) EAST OF THE CITY OF WASECA,
 PP3550'67.35 MILES (108.39 KM) EAST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION
 PP3550'WITH TRUNK HIGHWAY 13 IN WASECA, IN THE NORTHWEST QUADRANT AT A
 PP3550'GRAVEL ROAD INTERSECTION (COUNTY ROAD 62), AND IN THE SE 1/4 OF
 PP3550'SECTION 5, T107N, R21W.  IT IS 49.5 FEET (15.1 M) NORTH OF AND ABOUT
 PP3550'0.5 FOOT (15.2 CM) LOWER THAN THE CENTERLINE OF HIGHWAY 14 AT
 PP3550'MILEPOINT 165.15, 37.0 FEET (11.3 M) WEST OF THE CENTER OF THE GRAVEL
 PP3550'ROAD, 68.5 FEET (20.9 M) EAST-NORTHEAST OF A POWER POLE, 65.4 FEET
 PP3550'(19.9 M) SOUTH-SOUTHWEST OF A MAIL BOX POST.  THE MARK, A STANDARD
 PP3550'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---7401 B 1977---, IS
 PP3550'CRIMPED TO THE TOP OF A DRIVEN 5/8-INCH DIAMETER COPPER-CLAD STEEL
 PP3550'(MAGNETIC) ROD, AND 0.1 FOOT (3.0 CM) BELOW GROUND LEVEL.  THERE IS
 PP3550'NO WITNESS POST.  NOTE--ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3551 ***********************************************************************
 PP3551  DESIGNATION -  7401 C
 PP3551  PID         -  PP3551
 PP3551  STATE/COUNTY-  MN/STEELE
 PP3551  USGS QUAD   -  SACO (1991)
 PP3551
 PP3551                         *CURRENT SURVEY CONTROL
 PP3551  ___________________________________________________________________
 PP3551* NAD 83(1986)-  44 05 42.     (N)    093 20 49.     (W)     SCALED    
 PP3551* NAVD 88     -       345.266  (meters)    1132.76   (feet)  ADJUSTED  
 PP3551  ___________________________________________________________________
 PP3551  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 PP3551  DYNAMIC HT  -         345.215 (meters)    1132.59  (feet)  COMP
 PP3551  MODELED GRAV-     980,460.7   (mgal)                       NAVD 88
 PP3551
 PP3551  VERT ORDER  -  SECOND    CLASS I
 PP3551
 PP3551.The horizontal coordinates were scaled from a topographic map and have
 PP3551.an estimated accuracy of +/- 6 seconds.
 PP3551
 PP3551.The orthometric height was determined by differential leveling
 PP3551.and adjusted by the National Geodetic Survey in June 1995..
 PP3551
 PP3551.The geoid height was determined by GEOID03.
 PP3551
 PP3551.The dynamic height is computed by dividing the NAVD 88
 PP3551.geopotential number by the normal gravity value computed on the
 PP3551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3551.degrees latitude (g = 980.6199 gals.).
 PP3551
 PP3551.The modeled gravity was interpolated from observed gravity values.
 PP3551
 PP3551;                    North         East    Units  Estimated Accuracy
 PP3551;SPC MN S     -   221,880.      852,290.      MT  (+/- 180 meters Scaled)
 PP3551
 PP3551                          SUPERSEDED SURVEY CONTROL
 PP3551
 PP3551.No superseded survey control is available for this station.
 PP3551
 PP3551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ722824(NAD 83)
 PP3551_MARKER: DV = VERTICAL CONTROL DISK
 PP3551_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3551_SP_SET: COPPER-CLAD STEEL ROD
 PP3551_STAMPING: 7401 C 1977
 PP3551_MARK LOGO: MNDT  
 PP3551_MAGNETIC: I = MARKER IS A STEEL ROD
 PP3551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3551
 PP3551  HISTORY     - Date     Condition        Report By
 PP3551  HISTORY     - 1977     MONUMENTED       MNDT
 PP3551  HISTORY     - 19880620 GOOD             MNDT
 PP3551
 PP3551                          STATION DESCRIPTION
 PP3551
 PP3551'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3551'THE MARK IS LOCATED ABOUT 5 MILES (8.0 KM) WEST OF THE CITY OF
 PP3551'OWATONNA, 5.1 MILES (8.2 KM) WEST ALONG TRUNK HIGHWAY 14 FROM ITS
 PP3551'JUNCTION WITH INTERSTATE HIGHWAY 35 (ON THE WEST EDGE OF OWATONNA),
 PP3551'AT A T-ROAD (GRAVEL) SOUTH, AND IN THE SW 1/4 OF SECTION 3, T107N,
 PP3551'R21W.  IT IS 44.5 FEET (13.6 M) NORTH OF AND ABOUT LEVEL WITH THE
 PP3551'CENTERLINE OF HIGHWAY 14 AT MILEPOINT 166.15, 21.0 FEET (6.4 M) EAST
 PP3551'OF THE EXTENDED CENTER OF THE GRAVEL ROAD, 30.3 FEET (9.2 M)
 PP3551'EAST-SOUTHEAST OF A STEEL RIGHT-OF-WAY POST, 16.7 FEET (5.1 M) WEST OF
 PP3551'A POWER POLE, AND 1.0 FOOT (0.3 M) WEST-SOUTHWEST OF A STEEL WITNESS
 PP3551'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PP3551'STAMPED---7401 C 1977---, IS CRIMPED ONTO THE TOP OF A DRIVEN
 PP3551'5/8-INCH DIAMETER COPPER-CLAD STEEL (MAGNETIC) ROD AND FLUSH WITH THE
 PP3551'GROUND.  NOTE--ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3552 ***********************************************************************
 PP3552  DESIGNATION -  7401 D
 PP3552  PID         -  PP3552
 PP3552  STATE/COUNTY-  MN/STEELE
 PP3552  USGS QUAD   -  SACO (1991)
 PP3552
 PP3552                         *CURRENT SURVEY CONTROL
 PP3552  ___________________________________________________________________
 PP3552* NAD 83(1986)-  44 05 42.     (N)    093 19 37.     (W)     SCALED    
 PP3552* NAVD 88     -       345.281  (meters)    1132.81   (feet)  ADJUSTED  
 PP3552  ___________________________________________________________________
 PP3552  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 PP3552  DYNAMIC HT  -         345.231 (meters)    1132.65  (feet)  COMP
 PP3552  MODELED GRAV-     980,461.4   (mgal)                       NAVD 88
 PP3552
 PP3552  VERT ORDER  -  SECOND    CLASS I
 PP3552
 PP3552.The horizontal coordinates were scaled from a topographic map and have
 PP3552.an estimated accuracy of +/- 6 seconds.
 PP3552
 PP3552.The orthometric height was determined by differential leveling
 PP3552.and adjusted by the National Geodetic Survey in June 1995..
 PP3552
 PP3552.The geoid height was determined by GEOID03.
 PP3552
 PP3552.The dynamic height is computed by dividing the NAVD 88
 PP3552.geopotential number by the normal gravity value computed on the
 PP3552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3552.degrees latitude (g = 980.6199 gals.).
 PP3552
 PP3552.The modeled gravity was interpolated from observed gravity values.
 PP3552
 PP3552;                    North         East    Units  Estimated Accuracy
 PP3552;SPC MN S     -   221,890.      853,890.      MT  (+/- 180 meters Scaled)
 PP3552
 PP3552                          SUPERSEDED SURVEY CONTROL
 PP3552
 PP3552.No superseded survey control is available for this station.
 PP3552
 PP3552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ738824(NAD 83)
 PP3552_MARKER: DV = VERTICAL CONTROL DISK
 PP3552_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3552_SP_SET: COPPER-CLAD STEEL ROD
 PP3552_STAMPING: 7401 D 1977
 PP3552_MARK LOGO: MNDT  
 PP3552_MAGNETIC: I = MARKER IS A STEEL ROD
 PP3552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3552
 PP3552  HISTORY     - Date     Condition        Report By
 PP3552  HISTORY     - 1977     MONUMENTED       MNDT
 PP3552  HISTORY     - 19880620 GOOD             MNDT
 PP3552
 PP3552                          STATION DESCRIPTION
 PP3552
 PP3552'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3552'THE MARK IS LOCATED ABOUT 4 MILES (6.4 KM) WEST OF THE CITY OF
 PP3552'OWATONNA, 4.1 MILES (6.6 KM) WEST ALONG TRUNK HIGHWAY 14 FROM ITS
 PP3552'JUNCTION WITH INTERSTATE HIGHWAY 35 (ON THE WEST EDGE OF OWATONNA),
 PP3552'AT A T-ROAD (GRAVEL) SOUTH, AND IN THE SE 1/4 OF SECTION 3, T107N,
 PP3552'R21W.  IT IS 50.0 FEET (15.2 M) NORTH OF AND ABOUT 1 FOOT (0.3 M)
 PP3552'LOWER THAN THE CENTERLINE OF HIGHWAY 14 AT MILEPOINT 167.15, ON THE
 PP3552'EXTENDED CENTER OF THE GRAVEL ROAD, 28.2 FEET (8.6 M) EAST-NORTHEAST
 PP3552'OF A POWER POLE, AND 1.5 FEET (0.5 M) WEST-SOUTHWEST OF A STEEL
 PP3552'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 PP3552'DISK STAMPED---7401 D 1977---, IS CRIMPED ONTO THE TOP OF A DRIVEN
 PP3552'5/8-INCH DIAMETER COPPER-CLAD STEEL (MAGNETIC) ROD AND FLUSH WITH THE
 PP3552'GROUND.  NOTE--ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3553 ***********************************************************************
 PP3553  DESIGNATION -  7401 E
 PP3553  PID         -  PP3553
 PP3553  STATE/COUNTY-  MN/STEELE
 PP3553  USGS QUAD   -  SACO (1991)
 PP3553
 PP3553                         *CURRENT SURVEY CONTROL
 PP3553  ___________________________________________________________________
 PP3553* NAD 83(1986)-  44 05 42.     (N)    093 19 13.     (W)     SCALED    
 PP3553* NAVD 88     -       341.339  (meters)    1119.88   (feet)  ADJUSTED  
 PP3553  ___________________________________________________________________
 PP3553  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 PP3553  DYNAMIC HT  -         341.289 (meters)    1119.71  (feet)  COMP
 PP3553  MODELED GRAV-     980,461.6   (mgal)                       NAVD 88
 PP3553
 PP3553  VERT ORDER  -  SECOND    CLASS I
 PP3553
 PP3553.The horizontal coordinates were scaled from a topographic map and have
 PP3553.an estimated accuracy of +/- 6 seconds.
 PP3553
 PP3553.The orthometric height was determined by differential leveling
 PP3553.and adjusted by the National Geodetic Survey in June 1995..
 PP3553
 PP3553.The geoid height was determined by GEOID03.
 PP3553
 PP3553.The dynamic height is computed by dividing the NAVD 88
 PP3553.geopotential number by the normal gravity value computed on the
 PP3553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3553.degrees latitude (g = 980.6199 gals.).
 PP3553
 PP3553.The modeled gravity was interpolated from observed gravity values.
 PP3553
 PP3553;                    North         East    Units  Estimated Accuracy
 PP3553;SPC MN S     -   221,890.      854,430.      MT  (+/- 180 meters Scaled)
 PP3553
 PP3553                          SUPERSEDED SURVEY CONTROL
 PP3553
 PP3553.No superseded survey control is available for this station.
 PP3553
 PP3553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ743824(NAD 83)
 PP3553_MARKER: DB = BENCH MARK DISK
 PP3553_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3553_SP_SET: BRIDGE ABUTMENT
 PP3553_STAMPING: 7401 E 1988
 PP3553_MARK LOGO: MNDT  
 PP3553_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3553
 PP3553  HISTORY     - Date     Condition        Report By
 PP3553  HISTORY     - 1988     MONUMENTED       MNDT
 PP3553
 PP3553                          STATION DESCRIPTION
 PP3553
 PP3553'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3553'THE MARK IS LOCATED ABOUT 3.75 MILES (6.03 KM) WEST OF THE CITY OF
 PP3553'OWATONNA, 3.8 MILES (6.1 KM) WEST ALONG TRUNK HIGHWAY 14 FROM ITS
 PP3553'JUNCTION WITH INTERSTATE HIGHWAY 35 (ON THE WEST EDGE OF OWATONNA),
 PP3553'AT A BRIDGE, AND IN THE NW 1/4 OF SECTION 11, T107N, R21W.  IT IS
 PP3553'25.7 FEET (7.8 M) SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 PP3553'HIGHWAY 14 AT MILEPOINT 167.5.  THE MARK, A STANDARD MNDT BENCH MARK
 PP3553'DISK STAMPED---7401 E 1988---, IS SET IN THE ABUTMENT AT THE
 PP3553'SOUTHEAST CORNER OF BRIDGE NUMBER 74012 (HIGHWAY 14 OVER CRANE CREEK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3554 ***********************************************************************
 PP3554  DESIGNATION -  7401 F
 PP3554  PID         -  PP3554
 PP3554  STATE/COUNTY-  MN/STEELE
 PP3554  USGS QUAD   -  SACO (1991)
 PP3554
 PP3554                         *CURRENT SURVEY CONTROL
 PP3554  ___________________________________________________________________
 PP3554* NAD 83(1986)-  44 05 40.     (N)    093 18 25.     (W)     SCALED    
 PP3554* NAVD 88     -       339.834  (meters)    1114.94   (feet)  ADJUSTED  
 PP3554  ___________________________________________________________________
 PP3554  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 PP3554  DYNAMIC HT  -         339.785 (meters)    1114.78  (feet)  COMP
 PP3554  MODELED GRAV-     980,461.8   (mgal)                       NAVD 88
 PP3554
 PP3554  VERT ORDER  -  SECOND    CLASS I
 PP3554
 PP3554.The horizontal coordinates were scaled from a topographic map and have
 PP3554.an estimated accuracy of +/- 6 seconds.
 PP3554
 PP3554.The orthometric height was determined by differential leveling
 PP3554.and adjusted by the National Geodetic Survey in June 1995..
 PP3554
 PP3554.The geoid height was determined by GEOID03.
 PP3554
 PP3554.The dynamic height is computed by dividing the NAVD 88
 PP3554.geopotential number by the normal gravity value computed on the
 PP3554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3554.degrees latitude (g = 980.6199 gals.).
 PP3554
 PP3554.The modeled gravity was interpolated from observed gravity values.
 PP3554
 PP3554;                    North         East    Units  Estimated Accuracy
 PP3554;SPC MN S     -   221,840.      855,500.      MT  (+/- 180 meters Scaled)
 PP3554
 PP3554                          SUPERSEDED SURVEY CONTROL
 PP3554
 PP3554.No superseded survey control is available for this station.
 PP3554
 PP3554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ754824(NAD 83)
 PP3554_MARKER: DV = VERTICAL CONTROL DISK
 PP3554_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3554_SP_SET: BRIDGE ABUTMENT
 PP3554_STAMPING: 7401 F 1977
 PP3554_MARK LOGO: MNDT  
 PP3554_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3554
 PP3554  HISTORY     - Date     Condition        Report By
 PP3554  HISTORY     - 1977     MONUMENTED       MNDT
 PP3554  HISTORY     - 19880620 GOOD             MNDT
 PP3554
 PP3554                          STATION DESCRIPTION
 PP3554
 PP3554'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3554'THE MARK IS LOCATED ABOUT 3 MILES (4.8 KM) WEST OF THE CITY OF
 PP3554'OWATONNA, 3.1 MILES (5.0 KM) WEST ALONG TRUNK HIGHWAY 14 FROM ITS
 PP3554'JUNCTION WITH INTERSTATE HIGHWAY 35 (ON THE WEST EDGE OF OWATONNA) TO
 PP3554'A T-ROAD (GRAVEL) SOUTH, THENCE 0.05 MILE (0.08 KM) SOUTH ALONG A
 PP3554'GRAVEL ROAD (COUNTY ROAD 17) TO A BRIDGE, AND IN THE SE 1/4 OF
 PP3554'SECTION 12, T107N, R21W.  IT IS ABOUT 310 FEET (94.5 M) SOUTH OF
 PP3554'HIGHWAY 14 AT MILEPOINT 168.15, 14.5 FEET (4.4 M) EAST OF AND 0.5
 PP3554'FOOT (15.2 CM) ABOVE THE CENTER OF THE GRAVEL ROAD, 38.0 FEET
 PP3554'(11.6 M) NORTH OF THE CENTER OF A FIELD ENTRANCE, AND 46.6 FEET
 PP3554'(14.2 M) WEST-NORTHWEST OF A POWER POLE.  THE MARK, A STANDARD MNDT
 PP3554'VERTICAL CONTROL MONUMENT DISK STAMPED---7401 F 1977---, IS SET IN
 PP3554'THE ABUTMENT AT THE SOUTHEAST CORNER OF THE BRIDGE (COUNTY ROAD 17
 PP3554'OVER CRANE CREEK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3556 ***********************************************************************
 PP3556  DESIGNATION -  7401 G
 PP3556  PID         -  PP3556
 PP3556  STATE/COUNTY-  MN/STEELE
 PP3556  USGS QUAD   -  SACO (1991)
 PP3556
 PP3556                         *CURRENT SURVEY CONTROL
 PP3556  ___________________________________________________________________
 PP3556* NAD 83(1986)-  44 05 44.     (N)    093 17 13.     (W)     SCALED    
 PP3556* NAVD 88     -       351.926  (meters)    1154.61   (feet)  ADJUSTED  
 PP3556  ___________________________________________________________________
 PP3556  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 PP3556  DYNAMIC HT  -         351.874 (meters)    1154.44  (feet)  COMP
 PP3556  MODELED GRAV-     980,462.3   (mgal)                       NAVD 88
 PP3556
 PP3556  VERT ORDER  -  SECOND    CLASS I
 PP3556
 PP3556.The horizontal coordinates were scaled from a topographic map and have
 PP3556.an estimated accuracy of +/- 6 seconds.
 PP3556
 PP3556.The orthometric height was determined by differential leveling
 PP3556.and adjusted by the National Geodetic Survey in June 1995..
 PP3556
 PP3556.The geoid height was determined by GEOID03.
 PP3556
 PP3556.The dynamic height is computed by dividing the NAVD 88
 PP3556.geopotential number by the normal gravity value computed on the
 PP3556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3556.degrees latitude (g = 980.6199 gals.).
 PP3556
 PP3556.The modeled gravity was interpolated from observed gravity values.
 PP3556
 PP3556;                    North         East    Units  Estimated Accuracy
 PP3556;SPC MN S     -   221,980.      857,100.      MT  (+/- 180 meters Scaled)
 PP3556
 PP3556                          SUPERSEDED SURVEY CONTROL
 PP3556
 PP3556.No superseded survey control is available for this station.
 PP3556
 PP3556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ770825(NAD 83)
 PP3556_MARKER: DV = VERTICAL CONTROL DISK
 PP3556_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3556_SP_SET: COPPER-CLAD STEEL ROD
 PP3556_STAMPING: 7401 G 1977
 PP3556_MARK LOGO: MNDT  
 PP3556_MAGNETIC: I = MARKER IS A STEEL ROD
 PP3556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3556
 PP3556  HISTORY     - Date     Condition        Report By
 PP3556  HISTORY     - 1977     MONUMENTED       MNDT
 PP3556  HISTORY     - 19880620 GOOD             MNDT
 PP3556
 PP3556                          STATION DESCRIPTION
 PP3556
 PP3556'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3556'THE MARK IS LOCATED ABOUT 2 MILES (3.2 KM) WEST OF THE CITY OF
 PP3556'OWATONNA, 2.1 MILES (3.4 KM) WEST ALONG TRUNK HIGHWAY 14 FROM ITS
 PP3556'JUNCTION WITH INTERSTATE HIGHWAY 35 (ON THE WEST EDGE OF OWATONNA),
 PP3556'IN THE SE 1/4 OF SECTION 1, T107N, R21W.  IT IS 50.5 FEET (15.4 M)
 PP3556'NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 14 AT
 PP3556'MILEPOINT 169.2, 6.8 FEET (2.1 M) NORTH OF A POWER POLE, AND 0.9 FEET
 PP3556'(27.4 CM) WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3556'VERTICAL CONTROL MONUMENT DISK STAMPED---7401 G 1977---, IS CRIMPED
 PP3556'ONTO THE TOP OF A DRIVEN 5/8-INCH DIAMETER COPPER-CLAD STEEL
 PP3556'(MAGNETIC) ROD AND PROJECTS 0.1 FOOT (3.0 CM) ABOVE THE GROUND.
 PP3556'NOTE--ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3555 ***********************************************************************
 PP3555  DESIGNATION -  7401 J
 PP3555  PID         -  PP3555
 PP3555  STATE/COUNTY-  MN/STEELE
 PP3555  USGS QUAD   -  SACO (1991)
 PP3555
 PP3555                         *CURRENT SURVEY CONTROL
 PP3555  ___________________________________________________________________
 PP3555* NAD 83(1986)-  44 05 42.     (N)    093 18 16.     (W)     SCALED    
 PP3555* NAVD 88     -       342.022  (meters)    1122.12   (feet)  ADJUSTED  
 PP3555  ___________________________________________________________________
 PP3555  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 PP3555  DYNAMIC HT  -         341.972 (meters)    1121.95  (feet)  COMP
 PP3555  MODELED GRAV-     980,461.9   (mgal)                       NAVD 88
 PP3555
 PP3555  VERT ORDER  -  SECOND    CLASS I
 PP3555
 PP3555.The horizontal coordinates were scaled from a topographic map and have
 PP3555.an estimated accuracy of +/- 6 seconds.
 PP3555
 PP3555.The orthometric height was determined by differential leveling
 PP3555.and adjusted by the National Geodetic Survey in June 1995..
 PP3555
 PP3555.The geoid height was determined by GEOID03.
 PP3555
 PP3555.The dynamic height is computed by dividing the NAVD 88
 PP3555.geopotential number by the normal gravity value computed on the
 PP3555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3555.degrees latitude (g = 980.6199 gals.).
 PP3555
 PP3555.The modeled gravity was interpolated from observed gravity values.
 PP3555
 PP3555;                    North         East    Units  Estimated Accuracy
 PP3555;SPC MN S     -   221,900.      855,700.      MT  (+/- 180 meters Scaled)
 PP3555
 PP3555                          SUPERSEDED SURVEY CONTROL
 PP3555
 PP3555.No superseded survey control is available for this station.
 PP3555
 PP3555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ756824(NAD 83)
 PP3555_MARKER: DB = BENCH MARK DISK
 PP3555_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3555_SP_SET: BRIDGE ABUTMENT
 PP3555_STAMPING: 7401 J 1988
 PP3555_MARK LOGO: MNDT  
 PP3555_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3555
 PP3555  HISTORY     - Date     Condition        Report By
 PP3555  HISTORY     - 1988     MONUMENTED       MNDT
 PP3555
 PP3555                          STATION DESCRIPTION
 PP3555
 PP3555'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3555'THE MARK IS LOCATED ABOUT 3 MILES (4.8 KM) WEST OF THE CITY OF
 PP3555'OWATONNA, 3.0 MILES (4.8 KM) WEST ALONG TRUNK HIGHWAY 14 FROM ITS
 PP3555'JUNCTION WITH INTERSTATE HIGHWAY 35 (ON THE WEST EDGE OF OWATONNA),
 PP3555'AT A BRIDGE, AND IN THE NW 1/4 OF SECTION 12, T107N, R21W.  IT IS
 PP3555'26.0 FEET (7.9 M) SOUTH OF AND ABOUT 0.5 FOOT (15.2 CM) HIGHER THAN
 PP3555'THE CENTERLINE OF HIGHWAY 14 AT MILEPOINT 168.3. THE MARK, A STANDARD
 PP3555'MNDT BENCH MARK DISK STAMPED---7401 J 1988---, IS SET IN THE ABUTMENT
 PP3555'AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 74013 (HIGHWAY 14 OVER CRANE
 PP3555'CREEK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3557 ***********************************************************************
 PP3557  DESIGNATION -  7401 K
 PP3557  PID         -  PP3557
 PP3557  STATE/COUNTY-  MN/STEELE
 PP3557  USGS QUAD   -  SACO (1991)
 PP3557
 PP3557                         *CURRENT SURVEY CONTROL
 PP3557  ___________________________________________________________________
 PP3557* NAD 83(1986)-  44 05 44.     (N)    093 16 01.     (W)     SCALED    
 PP3557* NAVD 88     -       364.126  (meters)    1194.64   (feet)  ADJUSTED  
 PP3557  ___________________________________________________________________
 PP3557  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 PP3557  DYNAMIC HT  -         364.073 (meters)    1194.46  (feet)  COMP
 PP3557  MODELED GRAV-     980,462.4   (mgal)                       NAVD 88
 PP3557
 PP3557  VERT ORDER  -  SECOND    CLASS I
 PP3557
 PP3557.The horizontal coordinates were scaled from a topographic map and have
 PP3557.an estimated accuracy of +/- 6 seconds.
 PP3557
 PP3557.The orthometric height was determined by differential leveling
 PP3557.and adjusted by the National Geodetic Survey in June 1995..
 PP3557
 PP3557.The geoid height was determined by GEOID03.
 PP3557
 PP3557.The dynamic height is computed by dividing the NAVD 88
 PP3557.geopotential number by the normal gravity value computed on the
 PP3557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3557.degrees latitude (g = 980.6199 gals.).
 PP3557
 PP3557.The modeled gravity was interpolated from observed gravity values.
 PP3557
 PP3557;                    North         East    Units  Estimated Accuracy
 PP3557;SPC MN S     -   221,990.      858,700.      MT  (+/- 180 meters Scaled)
 PP3557
 PP3557                          SUPERSEDED SURVEY CONTROL
 PP3557
 PP3557.No superseded survey control is available for this station.
 PP3557
 PP3557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ786825(NAD 83)
 PP3557_MARKER: B = BOLT
 PP3557_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PP3557+WITH SETTING: PAVEMENT
 PP3557_SP_SET: STEEL POWER POLE
 PP3557_MARK LOGO: NONE  
 PP3557_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3557+STABILITY: SURFACE MOTION
 PP3557
 PP3557  HISTORY     - Date     Condition        Report By
 PP3557  HISTORY     - 1988     MONUMENTED       MNDT
 PP3557
 PP3557                          STATION DESCRIPTION
 PP3557
 PP3557'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3557'THE MARK IS LOCATED ABOUT 1 MILE (1.6 KM) WEST OF THE CITY OF
 PP3557'OWATONNA, 1.1 MILES (1.8 KM) WEST ALONG TRUNK HIGHWAY 14 FROM ITS
 PP3557'JUNCTION WITH INTERSTATE HIGHWAY 35 (ON THE WEST EDGE OF OWATONNA),
 PP3557'AT A LARGE STEEL POWER POLE IN THE SE 1/4 OF SECTION 6, T107N, R20W.
 PP3557'IT IS 98.5 FEET (30.0 M) NORTH OF AND ABOUT 2 FEET (0.6 M) HIGHER
 PP3557'THAN THE WESTBOUND CENTERLINE OF HIGHWAY 14 AT MILEPOINT 170.2, 15.6
 PP3557'FEET (4.8 M) SOUTH-SOUTHEAST OF A TELEPHONE CABLE MARKER BOX, 60.0
 PP3557'FEET (18.3 M) EAST-NORTHEAST OF A LARGE TELEPHONE CABLE MARKER BOX,
 PP3557'AND 30 FEET (9.1 M) EAST OF THE CENTER OF AN ENTRANCE.  THE MARK IS
 PP3557'THE TOP A 1.5-INCH DIAMETER BOLT AT STEEL POWER POLE NUMBER 265 AND
 PP3557'PROJECTS 1.6 FEET (0.5 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3559 ***********************************************************************
 PP3559  DESIGNATION -  7401 L
 PP3559  PID         -  PP3559
 PP3559  STATE/COUNTY-  MN/STEELE
 PP3559  USGS QUAD   -  MERIDEN (1992)
 PP3559
 PP3559                         *CURRENT SURVEY CONTROL
 PP3559  ___________________________________________________________________
 PP3559* NAD 83(1986)-  44 05 21.     (N)    093 23 27.     (W)     SCALED    
 PP3559* NAVD 88     -       340.490  (meters)    1117.09   (feet)  ADJUSTED  
 PP3559  ___________________________________________________________________
 PP3559  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 PP3559  DYNAMIC HT  -         340.438 (meters)    1116.92  (feet)  COMP
 PP3559  MODELED GRAV-     980,456.7   (mgal)                       NAVD 88
 PP3559
 PP3559  VERT ORDER  -  SECOND    CLASS I
 PP3559
 PP3559.The horizontal coordinates were scaled from a topographic map and have
 PP3559.an estimated accuracy of +/- 6 seconds.
 PP3559
 PP3559.The orthometric height was determined by differential leveling
 PP3559.and adjusted by the National Geodetic Survey in June 1995..
 PP3559
 PP3559.The geoid height was determined by GEOID03.
 PP3559
 PP3559.The dynamic height is computed by dividing the NAVD 88
 PP3559.geopotential number by the normal gravity value computed on the
 PP3559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3559.degrees latitude (g = 980.6199 gals.).
 PP3559
 PP3559.The modeled gravity was interpolated from observed gravity values.
 PP3559
 PP3559;                    North         East    Units  Estimated Accuracy
 PP3559;SPC MN S     -   221,200.      848,780.      MT  (+/- 180 meters Scaled)
 PP3559
 PP3559                          SUPERSEDED SURVEY CONTROL
 PP3559
 PP3559.No superseded survey control is available for this station.
 PP3559
 PP3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ687818(NAD 83)
 PP3559_MARKER: DB = BENCH MARK DISK
 PP3559_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3559_SP_SET: ABUTMENT HEADWALL
 PP3559_STAMPING: 7401 L 1988
 PP3559_MARK LOGO: MNDT  
 PP3559_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3559+STABILITY: SURFACE MOTION
 PP3559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3559+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1998
 PP3559
 PP3559  HISTORY     - Date     Condition        Report By
 PP3559  HISTORY     - 1988     MONUMENTED       MNDT
 PP3559  HISTORY     - 19980406 GOOD             MNDT
 PP3559
 PP3559                          STATION DESCRIPTION
 PP3559
 PP3559'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3559'6.1 MI (9.8 KM) EAST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH
 PP3559'TRUNK HIGHWAY 13 IN WASECA, IN THE NE 1/4 OF SECTION 7, T107N, R21W.
 PP3559'THE MARK IS 42 FT (12.8 M) SOUTH OF THE CENTER LINE OF TRUNK HIGHWAY
 PP3559'14, 11 FT (3.4 M) WEST OF A POWER POLE, 492 FT (150.0 M) WEST OF
 PP3559'MILEPOST 164, AND 1119 FT (341.1 M) WEST OF THE CENTER LINE OF COUNTY
 PP3559'ROAD 18 TO MERIDAN.  THE MARK, A STANDARD DISK STAMPED---7401 L
 PP3559'1988---, IS IN THE SOUTHEAST CORNER OF A BOX CULVERT ABUTMENT
 PP3559'HEADWALL, APPROXIMATELY 1 FT (0.3 M) LOWER THAN THE CENTER LINE OF
 PP3559'TRUNK HIGHWAY 14.
 PP3559
 PP3559                          STATION RECOVERY (1998)
 PP3559
 PP3559'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3559'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7420 ***********************************************************************
 AJ7420  DESIGNATION -  7401 M
 AJ7420  PID         -  AJ7420
 AJ7420  STATE/COUNTY-  MN/STEELE
 AJ7420  USGS QUAD   -  MERIDEN (1992)
 AJ7420
 AJ7420                         *CURRENT SURVEY CONTROL
 AJ7420  ___________________________________________________________________
 AJ7420* NAD 83(1996)-  44 03 56.92372(N)    093 23 48.37534(W)     ADJUSTED  
 AJ7420* NAVD 88     -       342.561  (meters)    1123.89   (feet)  ADJUSTED  
 AJ7420  ___________________________________________________________________
 AJ7420  X           -    -271,994.720 (meters)                     COMP
 AJ7420  Y           -  -4,582,554.357 (meters)                     COMP
 AJ7420  Z           -   4,413,567.387 (meters)                     COMP
 AJ7420  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 AJ7420  ELLIP HEIGHT-         314.12  (meters)          (08/19/02) GPS OBS
 AJ7420  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AJ7420  DYNAMIC HT  -         342.507 (meters)    1123.71  (feet)  COMP
 AJ7420  MODELED GRAV-     980,450.3   (mgal)                       NAVD 88
 AJ7420
 AJ7420  HORZ ORDER  -  FIRST
 AJ7420  VERT ORDER  -  SECOND    CLASS I
 AJ7420  ELLP ORDER  -  FOURTH    CLASS I
 AJ7420
 AJ7420.The horizontal coordinates were established by GPS observations
 AJ7420.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AJ7420
 AJ7420.The orthometric height was determined by differential leveling
 AJ7420.and adjusted by the National Geodetic Survey in December 2004..
 AJ7420
 AJ7420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7420
 AJ7420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7420
 AJ7420.The ellipsoidal height was determined by GPS observations
 AJ7420.and is referenced to NAD 83.
 AJ7420
 AJ7420.The geoid height was determined by GEOID03.
 AJ7420
 AJ7420.The dynamic height is computed by dividing the NAVD 88
 AJ7420.geopotential number by the normal gravity value computed on the
 AJ7420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7420.degrees latitude (g = 980.6199 gals.).
 AJ7420
 AJ7420.The modeled gravity was interpolated from observed gravity values.
 AJ7420
 AJ7420;                    North         East     Units Scale Factor Converg.
 AJ7420;SPC MN S     -   218,602.590   848,326.377   MT  0.99995078   +0 25 22.2
 AJ7420;UTM  15      - 4,879,259.012   468,224.419   MT  0.99961242   -0 16 33.4
 AJ7420
 AJ7420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7420!SPC MN S     -   0.99995075  x   0.99995078  =   0.99990153
 AJ7420!UTM  15      -   0.99995075  x   0.99961242  =   0.99956319
 AJ7420
 AJ7420                          SUPERSEDED SURVEY CONTROL
 AJ7420
 AJ7420  NAVD 88 (08/19/02)  342.57   (m)         1123.9    (f) LEVELING    3  
 AJ7420
 AJ7420.Superseded values are not recommended for survey control.
 AJ7420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7420.See file dsdata.txt to determine how the superseded data were derived.
 AJ7420
 AJ7420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6822479259(NAD 83)
 AJ7420_MARKER: DD = SURVEY DISK
 AJ7420_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ7420_STAMPING: 7401 M 1999
 AJ7420_MARK LOGO: MNDT  
 AJ7420_PROJECTION: FLUSH
 AJ7420_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7420+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1999
 AJ7420_ROD/PIPE-DEPTH:  4.6 meters
 AJ7420
 AJ7420  HISTORY     - Date     Condition        Report By
 AJ7420  HISTORY     - 1999     MONUMENTED       MNDT
 AJ7420  HISTORY     - 19990808 GOOD             MNDT
 AJ7420
 AJ7420                          STATION DESCRIPTION
 AJ7420
 AJ7420'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ7420'0.75 MI (1.21 KM) SW OF MERIDEN, 1.7 MI (2.7 KM) SOUTH ALONG CO RD 18
 AJ7420'FROM JCT OF CO RD 18 AND TH 14 (1 MI NORTH OF MERIDEN) , THENCE 0.5 MI
 AJ7420'(0.8 KM) WEST ON SW 18TH ST, 28 FT (8.5 M) SOUTH OF SW 18TH ST, 4.4 FT
 AJ7420'(1.3 M) NNE OF P-POLE, 14 FT (4.3 M) EAST OF ENT, 3.6 FT (1.1 M) NORTH
 AJ7420'OF WIT POST.
 AJ7420
 AJ7420                          STATION RECOVERY (1999)
 AJ7420
 AJ7420'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ7420'0.75 MI (1.21 KM) SW OF MERIDEN, 1.7 MI (2.7 KM) SOUTH ALONG CO RD 18
 AJ7420'FROM JCT OF CO RD 18 AND TH 14 (1 MI NORTH OF MERIDEN) , THEN 0.5 MI
 AJ7420'(0.8 KM) WEST ON SW 18TH ST, 28 FT (8.5 M) SOUTH OF SW 18TH ST, 4.4 FT
 AJ7420'(1.3 M) NNE OF P-POLE, 14 FT (4.3 M) EAST OF ENT, 3.6 FT (1.1 M) NORTH
 AJ7420'OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7421 ***********************************************************************
 AJ7421  DESIGNATION -  7401 N
 AJ7421  PID         -  AJ7421
 AJ7421  STATE/COUNTY-  MN/STEELE
 AJ7421  USGS QUAD   -  SACO (1991)
 AJ7421
 AJ7421                         *CURRENT SURVEY CONTROL
 AJ7421  ___________________________________________________________________
 AJ7421* NAD 83(1996)-  44 03 57.71674(N)    093 22 00.70082(W)     ADJUSTED  
 AJ7421* NAVD 88     -       353.619  (meters)    1160.16   (feet)  ADJUSTED  
 AJ7421  ___________________________________________________________________
 AJ7421  X           -    -269,601.963 (meters)                     COMP
 AJ7421  Y           -  -4,582,686.687 (meters)                     COMP
 AJ7421  Z           -   4,413,592.695 (meters)                     COMP
 AJ7421  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 AJ7421  ELLIP HEIGHT-         325.22  (meters)          (08/19/02) GPS OBS
 AJ7421  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AJ7421  DYNAMIC HT  -         353.564 (meters)    1159.98  (feet)  COMP
 AJ7421  MODELED GRAV-     980,452.3   (mgal)                       NAVD 88
 AJ7421
 AJ7421  HORZ ORDER  -  FIRST
 AJ7421  VERT ORDER  -  SECOND    CLASS I
 AJ7421  ELLP ORDER  -  FOURTH    CLASS I
 AJ7421
 AJ7421.The horizontal coordinates were established by GPS observations
 AJ7421.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AJ7421
 AJ7421.The orthometric height was determined by differential leveling
 AJ7421.and adjusted by the National Geodetic Survey in December 2004..
 AJ7421
 AJ7421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7421
 AJ7421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7421
 AJ7421.The ellipsoidal height was determined by GPS observations
 AJ7421.and is referenced to NAD 83.
 AJ7421
 AJ7421.The geoid height was determined by GEOID03.
 AJ7421
 AJ7421.The dynamic height is computed by dividing the NAVD 88
 AJ7421.geopotential number by the normal gravity value computed on the
 AJ7421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7421.degrees latitude (g = 980.6199 gals.).
 AJ7421
 AJ7421.The modeled gravity was interpolated from observed gravity values.
 AJ7421
 AJ7421;                    North         East     Units Scale Factor Converg.
 AJ7421;SPC MN S     -   218,645.186   850,722.282   MT  0.99995075   +0 26 37.6
 AJ7421;UTM  15      - 4,879,272.377   470,619.852   MT  0.99961062   -0 15 18.5
 AJ7421
 AJ7421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7421!SPC MN S     -   0.99994901  x   0.99995075  =   0.99989976
 AJ7421!UTM  15      -   0.99994901  x   0.99961062  =   0.99955965
 AJ7421
 AJ7421                          SUPERSEDED SURVEY CONTROL
 AJ7421
 AJ7421  NAVD 88 (08/19/02)  353.63   (m)         1160.2    (f) LEVELING    3  
 AJ7421
 AJ7421.Superseded values are not recommended for survey control.
 AJ7421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7421.See file dsdata.txt to determine how the superseded data were derived.
 AJ7421
 AJ7421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7062079272(NAD 83)
 AJ7421_MARKER: DD = SURVEY DISK
 AJ7421_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ7421_STAMPING: 7401 N 1999
 AJ7421_MARK LOGO: MNDT  
 AJ7421_PROJECTION: RECESSED 5 CENTIMETERS
 AJ7421_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7421+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1999
 AJ7421_ROD/PIPE-DEPTH:  6.1 meters
 AJ7421
 AJ7421  HISTORY     - Date     Condition        Report By
 AJ7421  HISTORY     - 1999     MONUMENTED       MNDT
 AJ7421  HISTORY     - 19990808 GOOD             MNDT
 AJ7421
 AJ7421                          STATION DESCRIPTION
 AJ7421
 AJ7421'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ7421'6.5 MI (10.5 KM) WSW OF OWATONNA, 0.5 MI (0.8 KM) WEST ALONG CO RD 25
 AJ7421'(BRIDGE ST) FROM JCT OF CO RD 25 AND FAI 35 IN OWATONNA, THENCE 1.3 MI
 AJ7421'(2.1 KM) SOUTH ON CO RD 7, THENCE 5.5 MI (8.9 KM) WEST ON SW 18TH ST,
 AJ7421'33 FT (10.1 M) SOUTH OF SW 18TH ST, 40 FT (12.2 M) WEST OF SW 82ND
 AJ7421'AVE, 6 FT (1.8 M) SE OF P-POLE, 4.8 FT (1.5 M) SSE OF STREET SIGN, 4.8
 AJ7421'FT (1.5 M) SE OF WIT POST.
 AJ7421
 AJ7421                          STATION RECOVERY (1999)
 AJ7421
 AJ7421'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ7421'6.5 MI (10.5 KM) WSW OF OWATONNA, 0.5 MI (0.8 KM) WEST ALONG CO RD 25
 AJ7421'(BRIDGE ST) FROM JCT OF CO RD 25 AND FAI 35 IN OWATONNA, THEN 1.3 MI
 AJ7421'(2.1 KM) SOUTH ON CO RD 7, THEN 5.5 MI (8.9 KM) WEST ON SW 18TH ST, 33
 AJ7421'FT (10.1 M) SOUTH OF SW 18TH ST, 40 FT (12.2 M) WEST OF SW 82ND AVE, 6
 AJ7421'FT (1.8 M) SE OF P-POLE, 4.8 FT (1.5 M) SSE OF STREET SIGN, 4.8 FT
 AJ7421'(1.5 M) SE OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7422 ***********************************************************************
 AJ7422  DESIGNATION -  7401 P
 AJ7422  PID         -  AJ7422
 AJ7422  STATE/COUNTY-  MN/STEELE
 AJ7422  USGS QUAD   -  SACO (1991)
 AJ7422
 AJ7422                         *CURRENT SURVEY CONTROL
 AJ7422  ___________________________________________________________________
 AJ7422* NAD 83(1996)-  44 03 57.45857(N)    093 20 47.51229(W)     ADJUSTED  
 AJ7422* NAVD 88     -       352.133  (meters)    1155.29   (feet)  ADJUSTED  
 AJ7422  ___________________________________________________________________
 AJ7422  X           -    -267,976.143 (meters)                     COMP
 AJ7422  Y           -  -4,582,786.547 (meters)                     COMP
 AJ7422  Z           -   4,413,585.954 (meters)                     COMP
 AJ7422  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 AJ7422  ELLIP HEIGHT-         323.76  (meters)          (08/19/02) GPS OBS
 AJ7422  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AJ7422  DYNAMIC HT  -         352.078 (meters)    1155.11  (feet)  COMP
 AJ7422  MODELED GRAV-     980,453.4   (mgal)                       NAVD 88
 AJ7422
 AJ7422  HORZ ORDER  -  FIRST
 AJ7422  VERT ORDER  -  SECOND    CLASS I
 AJ7422  ELLP ORDER  -  FOURTH    CLASS I
 AJ7422
 AJ7422.The horizontal coordinates were established by GPS observations
 AJ7422.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AJ7422
 AJ7422.The orthometric height was determined by differential leveling
 AJ7422.and adjusted by the National Geodetic Survey in December 2004..
 AJ7422
 AJ7422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7422
 AJ7422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7422
 AJ7422.The ellipsoidal height was determined by GPS observations
 AJ7422.and is referenced to NAD 83.
 AJ7422
 AJ7422.The geoid height was determined by GEOID03.
 AJ7422
 AJ7422.The dynamic height is computed by dividing the NAVD 88
 AJ7422.geopotential number by the normal gravity value computed on the
 AJ7422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7422.degrees latitude (g = 980.6199 gals.).
 AJ7422
 AJ7422.The modeled gravity was interpolated from observed gravity values.
 AJ7422
 AJ7422;                    North         East     Units Scale Factor Converg.
 AJ7422;SPC MN S     -   218,650.036   852,351.009   MT  0.99995076   +0 27 28.9
 AJ7422;UTM  15      - 4,879,257.362   472,247.962   MT  0.99960947   -0 14 27.6
 AJ7422
 AJ7422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7422!SPC MN S     -   0.99994924  x   0.99995076  =   0.99990000
 AJ7422!UTM  15      -   0.99994924  x   0.99960947  =   0.99955873
 AJ7422
 AJ7422                          SUPERSEDED SURVEY CONTROL
 AJ7422
 AJ7422  NAVD 88 (08/19/02)  352.14   (m)         1155.3    (f) LEVELING    3  
 AJ7422
 AJ7422.Superseded values are not recommended for survey control.
 AJ7422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7422.See file dsdata.txt to determine how the superseded data were derived.
 AJ7422
 AJ7422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7224879257(NAD 83)
 AJ7422_MARKER: DD = SURVEY DISK
 AJ7422_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ7422_STAMPING: 7401 P 1999
 AJ7422_MARK LOGO: MNDT  
 AJ7422_PROJECTION: FLUSH
 AJ7422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7422+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1999
 AJ7422_ROD/PIPE-DEPTH:  7.6 meters
 AJ7422
 AJ7422  HISTORY     - Date     Condition        Report By
 AJ7422  HISTORY     - 1999     MONUMENTED       MNDT
 AJ7422  HISTORY     - 19990808 GOOD             MNDT
 AJ7422
 AJ7422                          STATION DESCRIPTION
 AJ7422
 AJ7422'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ7422'5.5 MI (8.9 KM) WSW OF OWATONNA, 0.5 MI (0.8 KM) WEST ALONG CO RD 25
 AJ7422'(BRIDGE ST) FROM JCT OF CO RD 25 AND FAI 35 IN OWATONNA, THENCE 1.3 MI
 AJ7422'(2.1 KM) SOUTH ON CO RD 7, THENCE 4.5 MI (7.2 KM) WEST ON SW 18TH ST,
 AJ7422'58 FT (17.7 M) SOUTH OF SW 18TH ST, 27 FT (8.2 M) EAST OF SW 72ND AVE,
 AJ7422'86.2 FT (26.3 M) ESE OF P-POLE, 18.2 FT (5.5 M) SSE OF STREET SIGN,
 AJ7422'7.4 FT (2.3 M) SOUTH OF WIT POST.
 AJ7422
 AJ7422                          STATION RECOVERY (1999)
 AJ7422
 AJ7422'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ7422'5.5 MI (8.9 KM) WSW OF OWATONNA, 0.5 MI (0.8 KM) WEST ALONG CO RD 25
 AJ7422'(BRIDGE ST) FROM JCT OF CO RD 25 AND FAI 35 IN OWATONNA, THEN 1.3 MI
 AJ7422'(2.1 KM) SOUTH ON CO RD 7, THEN 4.5 MI (7.2 KM) WEST ON SW 18TH ST, 58
 AJ7422'FT (17.7 M) SOUTH OF SW 18TH ST, 27 FT (8.2 M) EAST OF SW 72ND AVE,
 AJ7422'86.2 FT (26.3 M) ESE OF P-POLE, 18.2 FT (5.5 M) SSE OF STREET SIGN,
 AJ7422'7.4 FT (2.3 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7424 ***********************************************************************
 AJ7424  DESIGNATION -  7401 Q
 AJ7424  PID         -  AJ7424
 AJ7424  STATE/COUNTY-  MN/STEELE
 AJ7424  USGS QUAD   -  SACO (1991)
 AJ7424
 AJ7424                         *CURRENT SURVEY CONTROL
 AJ7424  ___________________________________________________________________
 AJ7424* NAD 83(1996)-  44 03 57.56686(N)    093 18 23.89551(W)     ADJUSTED  
 AJ7424* NAVD 88     -       362.510  (meters)    1189.33   (feet)  ADJUSTED  
 AJ7424  ___________________________________________________________________
 AJ7424  X           -    -264,785.501 (meters)                     COMP
 AJ7424  Y           -  -4,582,977.167 (meters)                     COMP
 AJ7424  Z           -   4,413,595.596 (meters)                     COMP
 AJ7424  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AJ7424  ELLIP HEIGHT-         334.17  (meters)          (08/19/02) GPS OBS
 AJ7424  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AJ7424  DYNAMIC HT  -         362.455 (meters)    1189.15  (feet)  COMP
 AJ7424  MODELED GRAV-     980,455.1   (mgal)                       NAVD 88
 AJ7424
 AJ7424  HORZ ORDER  -  FIRST
 AJ7424  VERT ORDER  -  SECOND    CLASS I
 AJ7424  ELLP ORDER  -  FOURTH    CLASS I
 AJ7424
 AJ7424.The horizontal coordinates were established by GPS observations
 AJ7424.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AJ7424
 AJ7424.The orthometric height was determined by differential leveling
 AJ7424.and adjusted by the National Geodetic Survey in December 2004..
 AJ7424
 AJ7424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7424
 AJ7424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7424
 AJ7424.The ellipsoidal height was determined by GPS observations
 AJ7424.and is referenced to NAD 83.
 AJ7424
 AJ7424.The geoid height was determined by GEOID03.
 AJ7424
 AJ7424.The dynamic height is computed by dividing the NAVD 88
 AJ7424.geopotential number by the normal gravity value computed on the
 AJ7424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7424.degrees latitude (g = 980.6199 gals.).
 AJ7424
 AJ7424.The modeled gravity was interpolated from observed gravity values.
 AJ7424
 AJ7424;                    North         East     Units Scale Factor Converg.
 AJ7424;SPC MN S     -   218,679.707   855,546.878   MT  0.99995075   +0 29 09.6
 AJ7424;UTM  15      - 4,879,248.038   475,442.861   MT  0.99960742   -0 12 47.7
 AJ7424
 AJ7424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7424!SPC MN S     -   0.99994760  x   0.99995075  =   0.99989836
 AJ7424!UTM  15      -   0.99994760  x   0.99960742  =   0.99955504
 AJ7424
 AJ7424                          SUPERSEDED SURVEY CONTROL
 AJ7424
 AJ7424  NAVD 88 (08/19/02)  362.52   (m)         1189.4    (f) LEVELING    3  
 AJ7424
 AJ7424.Superseded values are not recommended for survey control.
 AJ7424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7424.See file dsdata.txt to determine how the superseded data were derived.
 AJ7424
 AJ7424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7544379248(NAD 83)
 AJ7424_MARKER: DD = SURVEY DISK
 AJ7424_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ7424_STAMPING: 7401 Q 1999
 AJ7424_MARK LOGO: MNDT  
 AJ7424_PROJECTION: FLUSH
 AJ7424_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7424+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1999
 AJ7424_ROD/PIPE-DEPTH: 12.2 meters
 AJ7424
 AJ7424  HISTORY     - Date     Condition        Report By
 AJ7424  HISTORY     - 1999     MONUMENTED       MNDT
 AJ7424  HISTORY     - 19990808 GOOD             MNDT
 AJ7424
 AJ7424                          STATION DESCRIPTION
 AJ7424
 AJ7424'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ7424'3.5 MI (5.6 KM) WSW OF OWATONNA, 0.5 MI (0.8 KM) WEST ALONG CO RD 25
 AJ7424'(BRIDGE ST) FROM JCT OF CO RD 25 AND FAI 35 IN OWATONNA, THENCE 1.3 MI
 AJ7424'(2.1 KM) SOUTH ON CO RD 7, THENCE 2.5 MI (4.0 KM) WEST ON SW 18TH ST,
 AJ7424'32 FT (9.8 M) SOUTH OF SW 18TH ST, 78 FT (23.8 M) WEST OF SW 52ND AVE,
 AJ7424'3.3 FT (1.0 M) EAST OF WIT POST.
 AJ7424
 AJ7424                          STATION RECOVERY (1999)
 AJ7424
 AJ7424'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ7424'3.5 MI (5.6 KM) WSW OF OWATONNA, 0.5 MI (0.8 KM) WEST ALONG CO RD 25
 AJ7424'(BRIDGE ST) FROM JCT OF CO RD 25 AND FAI 35 IN OWATONNA, THEN 1.3 MI
 AJ7424'(2.1 KM) SOUTH ON CO RD 7, THEN 2.5 MI (4.0 KM) WEST ON SW 18TH ST, 32
 AJ7424'FT (9.8 M) SOUTH OF SW 18TH ST, 78 FT (23.8 M) WEST OF SW 52ND AVE,
 AJ7424'3.3 FT (1.0 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7425 ***********************************************************************
 AJ7425  DESIGNATION -  7401 R
 AJ7425  PID         -  AJ7425
 AJ7425  STATE/COUNTY-  MN/STEELE
 AJ7425  USGS QUAD   -  SACO (1991)
 AJ7425
 AJ7425                         *CURRENT SURVEY CONTROL
 AJ7425  ___________________________________________________________________
 AJ7425* NAD 83(1996)-  44 03 57.34299(N)    093 17 10.32250(W)     ADJUSTED  
 AJ7425* NAVD 88     -       362.229  (meters)    1188.41   (feet)  ADJUSTED  
 AJ7425  ___________________________________________________________________
 AJ7425  X           -    -263,151.037 (meters)                     COMP
 AJ7425  Y           -  -4,583,075.913 (meters)                     COMP
 AJ7425  Z           -   4,413,590.429 (meters)                     COMP
 AJ7425  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AJ7425  ELLIP HEIGHT-         333.88  (meters)          (08/19/02) GPS OBS
 AJ7425  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AJ7425  DYNAMIC HT  -         362.174 (meters)    1188.23  (feet)  COMP
 AJ7425  MODELED GRAV-     980,455.7   (mgal)                       NAVD 88
 AJ7425
 AJ7425  HORZ ORDER  -  FIRST
 AJ7425  VERT ORDER  -  SECOND    CLASS I
 AJ7425  ELLP ORDER  -  FOURTH    CLASS I
 AJ7425
 AJ7425.The horizontal coordinates were established by GPS observations
 AJ7425.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AJ7425
 AJ7425.The orthometric height was determined by differential leveling
 AJ7425.and adjusted by the National Geodetic Survey in December 2004..
 AJ7425
 AJ7425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7425
 AJ7425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7425
 AJ7425.The ellipsoidal height was determined by GPS observations
 AJ7425.and is referenced to NAD 83.
 AJ7425
 AJ7425.The geoid height was determined by GEOID03.
 AJ7425
 AJ7425.The dynamic height is computed by dividing the NAVD 88
 AJ7425.geopotential number by the normal gravity value computed on the
 AJ7425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7425.degrees latitude (g = 980.6199 gals.).
 AJ7425
 AJ7425.The modeled gravity was interpolated from observed gravity values.
 AJ7425
 AJ7425;                    North         East     Units Scale Factor Converg.
 AJ7425;SPC MN S     -   218,686.890   857,184.148   MT  0.99995076   +0 30 01.2
 AJ7425;UTM  15      - 4,879,235.242   477,079.535   MT  0.99960646   -0 11 56.6
 AJ7425
 AJ7425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7425!SPC MN S     -   0.99994765  x   0.99995076  =   0.99989841
 AJ7425!UTM  15      -   0.99994765  x   0.99960646  =   0.99955413
 AJ7425
 AJ7425                          SUPERSEDED SURVEY CONTROL
 AJ7425
 AJ7425  NAVD 88 (08/19/02)  362.23   (m)         1188.4    (f) LEVELING    3  
 AJ7425
 AJ7425.Superseded values are not recommended for survey control.
 AJ7425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7425.See file dsdata.txt to determine how the superseded data were derived.
 AJ7425
 AJ7425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7708079235(NAD 83)
 AJ7425_MARKER: DD = SURVEY DISK
 AJ7425_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ7425_STAMPING: 7401 R 1999
 AJ7425_MARK LOGO: MNDT  
 AJ7425_PROJECTION: RECESSED 5 CENTIMETERS
 AJ7425_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7425+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1999
 AJ7425_ROD/PIPE-DEPTH:  9.1 meters
 AJ7425
 AJ7425  HISTORY     - Date     Condition        Report By
 AJ7425  HISTORY     - 1999     MONUMENTED       MNDT
 AJ7425  HISTORY     - 19990808 GOOD             MNDT
 AJ7425
 AJ7425                          STATION DESCRIPTION
 AJ7425
 AJ7425'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ7425'2.5 MI (4.0 KM) WSW OF OWATONNA, 0.5 MI (0.8 KM) WEST ALONG CO RD 25
 AJ7425'(BRIDGE ST) FROM JCT OF CO RD 25 AND FAI 35 IN OWATONNA, THENCE 1.3 MI
 AJ7425'(2.1 KM) SOUTH ON CO RD 7, THENCE 1.5 MI (2.4 KM) WEST ON SW 18TH ST,
 AJ7425'33 FT (10.1 M) SOUTH OF SW 18TH ST, 11.8 FT (3.6 M) SSW OF POST, 2.2
 AJ7425'FT (0.7 M) EAST OF WIT POST.
 AJ7425
 AJ7425                          STATION RECOVERY (1999)
 AJ7425
 AJ7425'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ7425'2.5 MI (4.0 KM) WSW OF OWATONNA, 0.5 MI (0.8 KM) WEST ALONG CO RD 25
 AJ7425'(BRIDGE ST) FROM JCT OF CO RD 25 AND FAI 35 IN OWATONNA, THEN 1.3 MI
 AJ7425'(2.1 KM) SOUTH ON CO RD 7, THEN 1.5 MI (2.4 KM) WEST ON SW 18TH ST, 33
 AJ7425'FT (10.1 M) SOUTH OF SW 18TH ST, 11.8 FT (3.6 M) SSW OF STEEL POST,
 AJ7425'2.2 FT (0.7 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7427 ***********************************************************************
 AJ7427  DESIGNATION -  7401 S
 AJ7427  PID         -  AJ7427
 AJ7427  STATE/COUNTY-  MN/STEELE
 AJ7427  USGS QUAD   -  SACO (1991)
 AJ7427
 AJ7427                         *CURRENT SURVEY CONTROL
 AJ7427  ___________________________________________________________________
 AJ7427* NAD 83(1996)-  44 03 56.94753(N)    093 16 00.39410(W)     ADJUSTED  
 AJ7427* NAVD 88     -       362.011  (meters)    1187.70   (feet)  ADJUSTED  
 AJ7427  ___________________________________________________________________
 AJ7427  X           -    -261,597.731 (meters)                     COMP
 AJ7427  Y           -  -4,583,173.181 (meters)                     COMP
 AJ7427  Z           -   4,413,581.505 (meters)                     COMP
 AJ7427  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AJ7427  ELLIP HEIGHT-         333.66  (meters)          (08/19/02) GPS OBS
 AJ7427  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AJ7427  DYNAMIC HT  -         361.956 (meters)    1187.52  (feet)  COMP
 AJ7427  MODELED GRAV-     980,456.1   (mgal)                       NAVD 88
 AJ7427
 AJ7427  HORZ ORDER  -  FIRST
 AJ7427  VERT ORDER  -  SECOND    CLASS I
 AJ7427  ELLP ORDER  -  FOURTH    CLASS I
 AJ7427
 AJ7427.The horizontal coordinates were established by GPS observations
 AJ7427.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AJ7427
 AJ7427.The orthometric height was determined by differential leveling
 AJ7427.and adjusted by the National Geodetic Survey in December 2004..
 AJ7427
 AJ7427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7427
 AJ7427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7427
 AJ7427.The ellipsoidal height was determined by GPS observations
 AJ7427.and is referenced to NAD 83.
 AJ7427
 AJ7427.The geoid height was determined by GEOID03.
 AJ7427
 AJ7427.The dynamic height is computed by dividing the NAVD 88
 AJ7427.geopotential number by the normal gravity value computed on the
 AJ7427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7427.degrees latitude (g = 980.6199 gals.).
 AJ7427
 AJ7427.The modeled gravity was interpolated from observed gravity values.
 AJ7427
 AJ7427;                    North         East     Units Scale Factor Converg.
 AJ7427;SPC MN S     -   218,688.459   858,740.364   MT  0.99995078   +0 30 50.2
 AJ7427;UTM  15      - 4,879,217.820   478,635.117   MT  0.99960561   -0 11 07.9
 AJ7427
 AJ7427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7427!SPC MN S     -   0.99994768  x   0.99995078  =   0.99989847
 AJ7427!UTM  15      -   0.99994768  x   0.99960561  =   0.99955331
 AJ7427
 AJ7427:                Primary Azimuth Mark                     Grid Az
 AJ7427:SPC MN S     -  7401 T                                   178 56 53.8
 AJ7427:UTM  15      -  7401 T                                   179 38 51.9
 AJ7427
 AJ7427|---------------------------------------------------------------------|
 AJ7427| PID    Reference Object                     Distance      Geod. Az  |
 AJ7427|                                                           dddmmss.s |
 AJ7427| AJ7426 7401 T                              APPROX. 1.6 KM 1792744.0 |
 AJ7427|---------------------------------------------------------------------|
 AJ7427
 AJ7427                          SUPERSEDED SURVEY CONTROL
 AJ7427
 AJ7427  NAVD 88 (08/19/02)  362.02   (m)         1187.7    (f) LEVELING    3  
 AJ7427
 AJ7427.Superseded values are not recommended for survey control.
 AJ7427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7427.See file dsdata.txt to determine how the superseded data were derived.
 AJ7427
 AJ7427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7863579218(NAD 83)
 AJ7427_MARKER: DD = SURVEY DISK
 AJ7427_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ7427_STAMPING: 7401 S 1999
 AJ7427_MARK LOGO: MNDT  
 AJ7427_PROJECTION: FLUSH
 AJ7427_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7427+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1999
 AJ7427_ROD/PIPE-DEPTH: 12.2 meters
 AJ7427
 AJ7427  HISTORY     - Date     Condition        Report By
 AJ7427  HISTORY     - 1999     MONUMENTED       MNDT
 AJ7427  HISTORY     - 19990808 GOOD             MNDT
 AJ7427
 AJ7427                          STATION DESCRIPTION
 AJ7427
 AJ7427'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ7427'1.5 MI (2.4 KM) SW OF OWATONNA, 0.5 MI (0.8 KM) WEST ALONG CO RD 25
 AJ7427'(BRIDGE ST) FROM JCT OF CO RD 25 AND FAI 35 IN OWATONNA, THENCE 1.3 MI
 AJ7427'(2.1 KM) SOUTH ON CO RD 7, THENCE 0.5 MI (0.8 KM) WEST ON SW 18TH ST,
 AJ7427'33 FT (10.1 M) SOUTH OF SW 18TH ST, 6.9 FT (2.1 M) NNW OF P-POLE, 7 FT
 AJ7427'(2.1 M) WEST OF ENT, 37.5 FT (11.4 M) WNW OF GUY POLE, 5.8 FT (1.8 M)
 AJ7427'NNW OF WIT POST.
 AJ7427
 AJ7427                          STATION RECOVERY (1999)
 AJ7427
 AJ7427'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ7427'1.5 MI (2.4 KM) SW OF OWATONNA, 0.5 MI (0.8 KM) WEST ALONG CO RD 25
 AJ7427'(BRIDGE ST) FROM JCT OF CO RD 25 AND FAI 35 IN OWATONNA, THEN 1.3 MI
 AJ7427'(2.1 KM) SOUTH ON CO RD 7, THEN 0.5 MI (0.8 KM) WEST ON SW 18TH ST, 33
 AJ7427'FT (10.1 M) SOUTH OF SW 18TH ST, 6.9 FT (2.1 M) NNW OF P-POLE, 7 FT
 AJ7427'(2.1 M) WEST OF ENT, 37.5 FT (11.4 M) WNW OF GUY POLE, 5.8 NNW OF WIT
 AJ7427'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7426 ***********************************************************************
 AJ7426  DESIGNATION -  7401 T
 AJ7426  PID         -  AJ7426
 AJ7426  STATE/COUNTY-  MN/STEELE
 AJ7426  USGS QUAD   -  SACO (1991)
 AJ7426
 AJ7426                         *CURRENT SURVEY CONTROL
 AJ7426  ___________________________________________________________________
 AJ7426* NAD 83(1996)-  44 03 05.62684(N)    093 15 59.72618(W)     ADJUSTED  
 AJ7426* NAVD 88     -       358.249  (meters)    1175.36   (feet)  ADJUSTED  
 AJ7426  ___________________________________________________________________
 AJ7426  X           -    -261,645.504 (meters)                     COMP
 AJ7426  Y           -  -4,584,271.092 (meters)                     COMP
 AJ7426  Z           -   4,412,440.507 (meters)                     COMP
 AJ7426  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AJ7426  ELLIP HEIGHT-         329.88  (meters)          (08/19/02) GPS OBS
 AJ7426  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AJ7426  DYNAMIC HT  -         358.194 (meters)    1175.17  (feet)  COMP
 AJ7426  MODELED GRAV-     980,453.1   (mgal)                       NAVD 88
 AJ7426
 AJ7426  HORZ ORDER  -  FIRST
 AJ7426  VERT ORDER  -  SECOND    CLASS I
 AJ7426  ELLP ORDER  -  FOURTH    CLASS I
 AJ7426
 AJ7426.The horizontal coordinates were established by GPS observations
 AJ7426.and adjusted by the MN DEPT OF TRANSP in August 2002..
 AJ7426
 AJ7426.The orthometric height was determined by differential leveling
 AJ7426.and adjusted by the National Geodetic Survey in December 2004..
 AJ7426
 AJ7426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7426
 AJ7426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7426
 AJ7426.The ellipsoidal height was determined by GPS observations
 AJ7426.and is referenced to NAD 83.
 AJ7426
 AJ7426.The geoid height was determined by GEOID03.
 AJ7426
 AJ7426.The dynamic height is computed by dividing the NAVD 88
 AJ7426.geopotential number by the normal gravity value computed on the
 AJ7426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7426.degrees latitude (g = 980.6199 gals.).
 AJ7426
 AJ7426.The modeled gravity was interpolated from observed gravity values.
 AJ7426
 AJ7426;                    North         East     Units Scale Factor Converg.
 AJ7426;SPC MN S     -   217,104.728   858,769.438   MT  0.99995269   +0 30 50.6
 AJ7426;UTM  15      - 4,877,634.401   478,644.852   MT  0.99960561   -0 11 07.3
 AJ7426
 AJ7426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7426!SPC MN S     -   0.99994828  x   0.99995269  =   0.99990097
 AJ7426!UTM  15      -   0.99994828  x   0.99960561  =   0.99955391
 AJ7426
 AJ7426:                Primary Azimuth Mark                     Grid Az
 AJ7426:SPC MN S     -  7401 S                                   358 56 53.9
 AJ7426:UTM  15      -  7401 S                                   359 38 51.8
 AJ7426
 AJ7426|---------------------------------------------------------------------|
 AJ7426| PID    Reference Object                     Distance      Geod. Az  |
 AJ7426|                                                           dddmmss.s |
 AJ7426| AJ7427 7401 S                              APPROX. 1.6 KM 3592744.5 |
 AJ7426|---------------------------------------------------------------------|
 AJ7426
 AJ7426                          SUPERSEDED SURVEY CONTROL
 AJ7426
 AJ7426  NAVD 88 (08/19/02)  358.25   (m)         1175.4    (f) LEVELING    3  
 AJ7426
 AJ7426.Superseded values are not recommended for survey control.
 AJ7426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7426.See file dsdata.txt to determine how the superseded data were derived.
 AJ7426
 AJ7426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7864577634(NAD 83)
 AJ7426_MARKER: DD = SURVEY DISK
 AJ7426_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ7426_STAMPING: 7401 T 1999
 AJ7426_MARK LOGO: MNDT  
 AJ7426_PROJECTION: RECESSED 5 CENTIMETERS
 AJ7426_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7426+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1999
 AJ7426_ROD/PIPE-DEPTH: 11.6 meters
 AJ7426
 AJ7426  HISTORY     - Date     Condition        Report By
 AJ7426  HISTORY     - 1999     MONUMENTED       MNDT
 AJ7426  HISTORY     - 19990808 GOOD             MNDT
 AJ7426
 AJ7426                          STATION DESCRIPTION
 AJ7426
 AJ7426'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ7426'2.5 MI (4.0 KM) SW OF OWATONNA, 0.5 MI (0.8 KM) WEST ALONG CO RD 25
 AJ7426'(BRIDGE ST) FROM JCT OF CO RD 25 AND FAI 35 IN OWATONNA, THENCE 2.8 MI
 AJ7426'(4.5 KM) SOUTH ON CO RD 7, THENCE 0.5 MI (0.8 KM) EAST ON CO RD 18, 45
 AJ7426'FT (13.7 M) NORTH OF CO RD 18, 8.3 FT (2.5 M) SOUTH OF P-POLE, AT
 AJ7426'CENTER OF ENT, 7.1 FT (2.2 M) SOUTH OF WIT POST.
 AJ7426
 AJ7426                          STATION RECOVERY (1999)
 AJ7426
 AJ7426'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ7426'2.5 MI (4.0 KM) SW OF OWATONNA, 0.5 MI (0.8 KM) WEST ALONG CO RD 25
 AJ7426'(BRIDGE ST) FROM JCT OF CO RD 25 AND FAI 35 IN OWATONNA, THEN 2.8 MI
 AJ7426'(4.5 KM) SOUTH ON CO RD 7, THEN 0.5 MI (0.8 KM) EAST ON CO RD 18, 45
 AJ7426'FT (13.7 M) NORTH OF CO RD 18, 8.3 FT (2.5 M) SOUTH OF P-POLE, AT
 AJ7426'CENTER OF ENT, 7.1 FT (2.2 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9063 ***********************************************************************
 DE9063  DESIGNATION -  7402 A
 DE9063  PID         -  DE9063
 DE9063  STATE/COUNTY-  MN/STEELE
 DE9063  USGS QUAD   -  OWATONNA (1962)
 DE9063
 DE9063                         *CURRENT SURVEY CONTROL
 DE9063  ___________________________________________________________________
 DE9063* NAD 83(1996)-  44 03 38.57868(N)    093 07 39.82793(W)     ADJUSTED  
 DE9063* NAVD 88     -       379.740  (meters)    1245.86   (feet)  ADJUSTED  
 DE9063  ___________________________________________________________________
 DE9063  X           -    -250,496.673 (meters)                     COMP
 DE9063  Y           -  -4,584,200.926 (meters)                     COMP
 DE9063  Z           -   4,413,186.369 (meters)                     COMP
 DE9063  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 DE9063  ELLIP HEIGHT-         351.32  (meters)          (12/17/02) GPS OBS
 DE9063  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DE9063  DYNAMIC HT  -         379.681 (meters)    1245.67  (feet)  COMP
 DE9063  MODELED GRAV-     980,452.5   (mgal)                       NAVD 88
 DE9063
 DE9063  HORZ ORDER  -  FIRST
 DE9063  VERT ORDER  -  SECOND    CLASS I
 DE9063  ELLP ORDER  -  FOURTH    CLASS I
 DE9063
 DE9063.The horizontal coordinates were established by GPS observations
 DE9063.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9063
 DE9063.The orthometric height was determined by differential leveling
 DE9063.and adjusted by the National Geodetic Survey in March 2006..
 DE9063
 DE9063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9063
 DE9063.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9063
 DE9063.The ellipsoidal height was determined by GPS observations
 DE9063.and is referenced to NAD 83.
 DE9063
 DE9063.The geoid height was determined by GEOID03.
 DE9063
 DE9063.The dynamic height is computed by dividing the NAVD 88
 DE9063.geopotential number by the normal gravity value computed on the
 DE9063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9063.degrees latitude (g = 980.6199 gals.).
 DE9063
 DE9063.The modeled gravity was interpolated from observed gravity values.
 DE9063
 DE9063;                    North         East     Units Scale Factor Converg.
 DE9063;SPC MN S     -   218,230.959   869,885.353   MT  0.99995145   +0 36 41.0
 DE9063;UTM  15      - 4,878,624.432   489,769.811   MT  0.99960129   -0 05 19.8
 DE9063
 DE9063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9063!SPC MN S     -   0.99994491  x   0.99995145  =   0.99989637
 DE9063!UTM  15      -   0.99994491  x   0.99960129  =   0.99954623
 DE9063
 DE9063:                Primary Azimuth Mark                     Grid Az
 DE9063:SPC MN S     -  7402 B                                   108 05 14.0
 DE9063:UTM  15      -  7402 B                                   108 47 14.8
 DE9063
 DE9063|---------------------------------------------------------------------|
 DE9063| PID    Reference Object                     Distance      Geod. Az  |
 DE9063|                                                           dddmmss.s |
 DE9063| DE9056 7402 B                              APPROX. 0.8 KM 1084155.0 |
 DE9063|---------------------------------------------------------------------|
 DE9063
 DE9063                          SUPERSEDED SURVEY CONTROL
 DE9063
 DE9063  NAVD 88 (12/17/02)  379.74   (m)         1245.9    (f) LEVELING    3  
 DE9063
 DE9063.Superseded values are not recommended for survey control.
 DE9063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9063.See file dsdata.txt to determine how the superseded data were derived.
 DE9063
 DE9063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8977078624(NAD 83)
 DE9063_MARKER: DV = VERTICAL CONTROL DISK
 DE9063_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE9063_STAMPING: 7402 A 1974
 DE9063_MARK LOGO: MNDT  
 DE9063_PROJECTION: PROJECTING 8 CENTIMETERS
 DE9063_MAGNETIC: I = MARKER IS A STEEL ROD
 DE9063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9063+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DE9063
 DE9063  HISTORY     - Date     Condition        Report By
 DE9063  HISTORY     - 1974     MONUMENTED       MNDT
 DE9063  HISTORY     - 20000917 GOOD             MNDT
 DE9063
 DE9063                          STATION DESCRIPTION
 DE9063
 DE9063'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DE9063'0.9 MI (1.4 KM) SE OF HAVANA, 6.2 MI (10.0 KM) EAST ALONG TH 14 FROM
 DE9063'JCT OF FAI 35 IN SW OWATONNA, AT TH 14 MP 178.40, 0.9 MI (1.4 KM) SE
 DE9063'OF JCT OF CO RD 80 AND CO RD 59, 205 FT (62.5 M) NORTH OF TH 14, 130
 DE9063'FT (39.6 M) SSW OF CO RD 80, 88 FT (26.8 M) EAST OF T-POLE, 46 FT
 DE9063'(14.0 M) SSW OF SOUTH RR RAIL, 1.0 FT (0.3 M) NORTH OF WIT POST,
 DE9063'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9056 ***********************************************************************
 DE9056  DESIGNATION -  7402 B
 DE9056  PID         -  DE9056
 DE9056  STATE/COUNTY-  MN/STEELE
 DE9056  USGS QUAD   -  OWATONNA SE (1962)
 DE9056
 DE9056                         *CURRENT SURVEY CONTROL
 DE9056  ___________________________________________________________________
 DE9056* NAD 83(1996)-  44 03 29.87975(N)    093 07 04.19326(W)     ADJUSTED  
 DE9056* NAVD 88     -       380.880  (meters)    1249.60   (feet)  ADJUSTED  
 DE9056  ___________________________________________________________________
 DE9056  X           -    -249,714.894 (meters)                     COMP
 DE9056  Y           -  -4,584,431.382 (meters)                     COMP
 DE9056  Z           -   4,412,994.194 (meters)                     COMP
 DE9056  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 DE9056  ELLIP HEIGHT-         352.44  (meters)          (12/17/02) GPS OBS
 DE9056  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DE9056  DYNAMIC HT  -         380.821 (meters)    1249.41  (feet)  COMP
 DE9056  MODELED GRAV-     980,451.4   (mgal)                       NAVD 88
 DE9056
 DE9056  HORZ ORDER  -  FIRST
 DE9056  VERT ORDER  -  SECOND    CLASS I
 DE9056  ELLP ORDER  -  FOURTH    CLASS I
 DE9056
 DE9056.The horizontal coordinates were established by GPS observations
 DE9056.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9056
 DE9056.The orthometric height was determined by differential leveling
 DE9056.and adjusted by the National Geodetic Survey in March 2006..
 DE9056
 DE9056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9056
 DE9056.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9056
 DE9056.The ellipsoidal height was determined by GPS observations
 DE9056.and is referenced to NAD 83.
 DE9056
 DE9056.The geoid height was determined by GEOID03.
 DE9056
 DE9056.The dynamic height is computed by dividing the NAVD 88
 DE9056.geopotential number by the normal gravity value computed on the
 DE9056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9056.degrees latitude (g = 980.6199 gals.).
 DE9056
 DE9056.The modeled gravity was interpolated from observed gravity values.
 DE9056
 DE9056;                    North         East     Units Scale Factor Converg.
 DE9056;SPC MN S     -   217,971.008   870,681.279   MT  0.99995178   +0 37 06.0
 DE9056;UTM  15      - 4,878,354.867   490,562.223   MT  0.99960110   -0 04 55.0
 DE9056
 DE9056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9056!SPC MN S     -   0.99994474  x   0.99995178  =   0.99989652
 DE9056!UTM  15      -   0.99994474  x   0.99960110  =   0.99954586
 DE9056
 DE9056:                Primary Azimuth Mark                     Grid Az
 DE9056:SPC MN S     -  7402 A                                   288 05 13.8
 DE9056:UTM  15      -  7402 A                                   288 47 14.8
 DE9056
 DE9056|---------------------------------------------------------------------|
 DE9056| PID    Reference Object                     Distance      Geod. Az  |
 DE9056|                                                           dddmmss.s |
 DE9056| DE9063 7402 A                              APPROX. 0.8 KM 2884219.8 |
 DE9056|---------------------------------------------------------------------|
 DE9056
 DE9056                          SUPERSEDED SURVEY CONTROL
 DE9056
 DE9056  NAVD 88 (12/17/02)  380.88   (m)         1249.6    (f) LEVELING    3  
 DE9056
 DE9056.Superseded values are not recommended for survey control.
 DE9056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9056.See file dsdata.txt to determine how the superseded data were derived.
 DE9056
 DE9056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9056278355(NAD 83)
 DE9056_MARKER: DV = VERTICAL CONTROL DISK
 DE9056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE9056_SP_SET: CULV
 DE9056_STAMPING: 7402 B 1974
 DE9056_MARK LOGO: MNDT  
 DE9056_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9056+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DE9056
 DE9056  HISTORY     - Date     Condition        Report By
 DE9056  HISTORY     - 1974     MONUMENTED       MNDT
 DE9056  HISTORY     - 20000917 GOOD             MNDT
 DE9056
 DE9056                          STATION DESCRIPTION
 DE9056
 DE9056'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DE9056'1.7 MI (2.7 KM) EAST OF HAVANA, 6 MI (9.7 KM) EAST OF OWATONNA, 1.35
 DE9056'MI (2.17 KM) EAST OF JCT CO RD 59 AT TH 14 MP 178.95, 77 FT (23.5 M)
 DE9056'SOUTH OF TH 14 AT STA 308+80, 8 FT (2.4 M) NORTH OF NORTH RR RAIL, IN
 DE9056'NORTH HEADWALL OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7900 ***********************************************************************
 DH7900  DESIGNATION -  7402 C
 DH7900  PID         -  DH7900
 DH7900  STATE/COUNTY-  MN/STEELE
 DH7900  USGS QUAD   -  OWATONNA SE (1962)
 DH7900
 DH7900                         *CURRENT SURVEY CONTROL
 DH7900  ___________________________________________________________________
 DH7900* NAD 83(1986)-  44 03 24.     (N)    093 06 43.     (W)     SCALED    
 DH7900* NAVD 88     -       385.907  (meters)    1266.10   (feet)  ADJUSTED  
 DH7900  ___________________________________________________________________
 DH7900  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DH7900  DYNAMIC HT  -         385.847 (meters)    1265.90  (feet)  COMP
 DH7900  MODELED GRAV-     980,450.7   (mgal)                       NAVD 88
 DH7900
 DH7900  VERT ORDER  -  SECOND    CLASS I
 DH7900
 DH7900.The horizontal coordinates were scaled from a topographic map and have
 DH7900.an estimated accuracy of +/- 6 seconds.
 DH7900
 DH7900.The orthometric height was determined by differential leveling
 DH7900.and adjusted by the National Geodetic Survey in March 2006..
 DH7900
 DH7900.The geoid height was determined by GEOID03.
 DH7900
 DH7900.The dynamic height is computed by dividing the NAVD 88
 DH7900.geopotential number by the normal gravity value computed on the
 DH7900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7900.degrees latitude (g = 980.6199 gals.).
 DH7900
 DH7900.The modeled gravity was interpolated from observed gravity values.
 DH7900
 DH7900;                    North         East    Units  Estimated Accuracy
 DH7900;SPC MN S     -   217,800.      871,160.      MT  (+/- 180 meters Scaled)
 DH7900
 DH7900                          SUPERSEDED SURVEY CONTROL
 DH7900
 DH7900.No superseded survey control is available for this station.
 DH7900
 DH7900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ910781(NAD 83)
 DH7900_MARKER: DV = VERTICAL CONTROL DISK
 DH7900_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH7900_SP_SET: RAILROAD CULVERT HEADWALL
 DH7900_STAMPING: 7402 C 1974
 DH7900_MARK LOGO: MNHD  
 DH7900_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7900+STABILITY: SURFACE MOTION
 DH7900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7900+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DH7900
 DH7900  HISTORY     - Date     Condition        Report By
 DH7900  HISTORY     - 1974     MONUMENTED       MNHD
 DH7900  HISTORY     - 20000917 GOOD             MNDT
 DH7900
 DH7900                          STATION DESCRIPTION
 DH7900
 DH7900'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DH7900'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.8 MI (2.9 KM)
 DH7900'EAST OF HAVANA, 1.8 MI (2.9 KM) EAST OF JCT OF TH 14 AND CO RD 59, AT
 DH7900'TH 14 MP 178.35, 77 FT (23.5 M) SOUTH OF TH 14, 10 FT (3.0 M) NORTH OF
 DH7900'NORTH RAIL OF RR, IN NORTH HEADWALL OF RR CULVERT,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9064 ***********************************************************************
 DE9064  DESIGNATION -  7402 D
 DE9064  PID         -  DE9064
 DE9064  STATE/COUNTY-  MN/STEELE
 DE9064  USGS QUAD   -  OWATONNA SE (1962)
 DE9064
 DE9064                         *CURRENT SURVEY CONTROL
 DE9064  ___________________________________________________________________
 DE9064* NAD 83(1996)-  44 03 05.07413(N)    093 05 09.02809(W)     ADJUSTED  
 DE9064* NAVD 88     -       390.805  (meters)    1282.17   (feet)  ADJUSTED  
 DE9064  ___________________________________________________________________
 DE9064  X           -    -247,184.241 (meters)                     COMP
 DE9064  Y           -  -4,585,108.798 (meters)                     COMP
 DE9064  Z           -   4,412,450.788 (meters)                     COMP
 DE9064  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 DE9064  ELLIP HEIGHT-         362.30  (meters)          (12/17/02) GPS OBS
 DE9064  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DE9064  DYNAMIC HT  -         390.742 (meters)    1281.96  (feet)  COMP
 DE9064  MODELED GRAV-     980,447.5   (mgal)                       NAVD 88
 DE9064
 DE9064  HORZ ORDER  -  FIRST
 DE9064  VERT ORDER  -  SECOND    CLASS I
 DE9064  ELLP ORDER  -  FOURTH    CLASS I
 DE9064
 DE9064.The horizontal coordinates were established by GPS observations
 DE9064.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9064
 DE9064.The orthometric height was determined by differential leveling
 DE9064.and adjusted by the National Geodetic Survey in March 2006..
 DE9064
 DE9064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9064
 DE9064.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9064
 DE9064.The ellipsoidal height was determined by GPS observations
 DE9064.and is referenced to NAD 83.
 DE9064
 DE9064.The geoid height was determined by GEOID03.
 DE9064
 DE9064.The dynamic height is computed by dividing the NAVD 88
 DE9064.geopotential number by the normal gravity value computed on the
 DE9064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9064.degrees latitude (g = 980.6199 gals.).
 DE9064
 DE9064.The modeled gravity was interpolated from observed gravity values.
 DE9064
 DE9064;                    North         East     Units Scale Factor Converg.
 DE9064;SPC MN S     -   217,233.634   873,252.871   MT  0.99995271   +0 38 26.7
 DE9064;UTM  15      - 4,877,586.386   493,123.709   MT  0.99960058   -0 03 34.9
 DE9064
 DE9064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9064!SPC MN S     -   0.99994319  x   0.99995271  =   0.99989591
 DE9064!UTM  15      -   0.99994319  x   0.99960058  =   0.99954380
 DE9064
 DE9064                          SUPERSEDED SURVEY CONTROL
 DE9064
 DE9064  NAVD 88 (12/17/02)  390.81   (m)         1282.2    (f) LEVELING    3  
 DE9064
 DE9064.Superseded values are not recommended for survey control.
 DE9064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9064.See file dsdata.txt to determine how the superseded data were derived.
 DE9064
 DE9064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9312477586(NAD 83)
 DE9064_MARKER: DV = VERTICAL CONTROL DISK
 DE9064_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE9064_STAMPING: 7402 D 1974
 DE9064_MARK LOGO: MNDT  
 DE9064_PROJECTION: PROJECTING 3 CENTIMETERS
 DE9064_MAGNETIC: I = MARKER IS A STEEL ROD
 DE9064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9064+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DE9064
 DE9064  HISTORY     - Date     Condition        Report By
 DE9064  HISTORY     - 1974     MONUMENTED       MNDT
 DE9064  HISTORY     - 20000917 GOOD             MNDT
 DE9064
 DE9064                          STATION DESCRIPTION
 DE9064
 DE9064'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DE9064'4.5 MI (7.2 KM) WEST OF JCT TH 14 AND CO RD 1 IN CLAREMONT, AT TH 14
 DE9064'MP 180.30, 159 FT (48.5 M) SOUTH OF TH 14 AT STA 396+90, 40 FT (12.2
 DE9064'M) SOUTH OF SOUTH RR RAIL, 36 FT (11.0 M) EAST OF GRAVEL RD, 1.0 FT
 DE9064'(0.3 M) NORTH OF WIT POST, PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9057 ***********************************************************************
 DE9057  DESIGNATION -  7402 F
 DE9057  PID         -  DE9057
 DE9057  STATE/COUNTY-  MN/STEELE
 DE9057  USGS QUAD   -  OWATONNA (1962)
 DE9057
 DE9057                         *CURRENT SURVEY CONTROL
 DE9057  ___________________________________________________________________
 DE9057* NAD 83(1996)-  44 03 36.12901(N)    093 09 58.04700(W)     ADJUSTED  
 DE9057* NAVD 88     -       370.354  (meters)    1215.07   (feet)  ADJUSTED  
 DE9057  ___________________________________________________________________
 DE9057  X           -    -253,571.045 (meters)                     COMP
 DE9057  Y           -  -4,584,077.838 (meters)                     COMP
 DE9057  Z           -   4,413,125.538 (meters)                     COMP
 DE9057  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 DE9057  ELLIP HEIGHT-         341.98  (meters)          (12/17/02) GPS OBS
 DE9057  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DE9057  DYNAMIC HT  -         370.298 (meters)    1214.89  (feet)  COMP
 DE9057  MODELED GRAV-     980,454.2   (mgal)                       NAVD 88
 DE9057
 DE9057  HORZ ORDER  -  FIRST
 DE9057  VERT ORDER  -  SECOND    CLASS I
 DE9057  ELLP ORDER  -  FOURTH    CLASS I
 DE9057
 DE9057.The horizontal coordinates were established by GPS observations
 DE9057.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9057
 DE9057.The orthometric height was determined by differential leveling
 DE9057.and adjusted by the National Geodetic Survey in March 2006..
 DE9057
 DE9057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9057
 DE9057.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9057
 DE9057.The ellipsoidal height was determined by GPS observations
 DE9057.and is referenced to NAD 83.
 DE9057
 DE9057.The geoid height was determined by GEOID03.
 DE9057
 DE9057.The dynamic height is computed by dividing the NAVD 88
 DE9057.geopotential number by the normal gravity value computed on the
 DE9057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9057.degrees latitude (g = 980.6199 gals.).
 DE9057
 DE9057.The modeled gravity was interpolated from observed gravity values.
 DE9057
 DE9057;                    North         East     Units Scale Factor Converg.
 DE9057;SPC MN S     -   218,123.256   866,810.132   MT  0.99995154   +0 35 04.2
 DE9057;UTM  15      - 4,878,554.338   486,694.580   MT  0.99960218   -0 06 55.9
 DE9057
 DE9057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9057!SPC MN S     -   0.99994638  x   0.99995154  =   0.99989792
 DE9057!UTM  15      -   0.99994638  x   0.99960218  =   0.99954858
 DE9057
 DE9057                          SUPERSEDED SURVEY CONTROL
 DE9057
 DE9057  NAVD 88 (12/17/02)  370.35   (m)         1215.1    (f) LEVELING    3  
 DE9057
 DE9057.Superseded values are not recommended for survey control.
 DE9057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9057.See file dsdata.txt to determine how the superseded data were derived.
 DE9057
 DE9057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8669578554(NAD 83)
 DE9057_MARKER: DD = SURVEY DISK
 DE9057_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9057_STAMPING: 7402 F 2000
 DE9057_MARK LOGO: MNDT  
 DE9057_PROJECTION: RECESSED 3 CENTIMETERS
 DE9057_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9057+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DE9057_ROD/PIPE-DEPTH:  9.1 meters
 DE9057
 DE9057  HISTORY     - Date     Condition        Report By
 DE9057  HISTORY     - 2000     MONUMENTED       MNDT
 DE9057
 DE9057                          STATION DESCRIPTION
 DE9057
 DE9057'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE9057'3 MI (4.8 KM) ESE OF OWATONNA, 4.2 MI (6.8 KM) EAST ALONG TH 14 FROM
 DE9057'JCT OF FAI 35, AT TH 14 MP 176.85, 287.5 FT (87.6 M) NORTH OF TH 14,
 DE9057'35.0 FT (10.7 M) WEST OF SE 34TH AVE, 2.0 FT (0.6 M) NORTH OF WIT
 DE9057'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9058 ***********************************************************************
 DE9058  DESIGNATION -  7402 G
 DE9058  PID         -  DE9058
 DE9058  STATE/COUNTY-  MN/STEELE
 DE9058  USGS QUAD   -  OWATONNA (1962)
 DE9058
 DE9058                         *CURRENT SURVEY CONTROL
 DE9058  ___________________________________________________________________
 DE9058* NAD 83(1996)-  44 03 37.76122(N)    093 08 46.50908(W)     ADJUSTED  
 DE9058* NAVD 88     -       373.604  (meters)    1225.73   (feet)  ADJUSTED  
 DE9058  ___________________________________________________________________
 DE9058  X           -    -251,979.359 (meters)                     COMP
 DE9058  Y           -  -4,584,132.835 (meters)                     COMP
 DE9058  Z           -   4,413,163.981 (meters)                     COMP
 DE9058  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 DE9058  ELLIP HEIGHT-         345.20  (meters)          (12/17/02) GPS OBS
 DE9058  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DE9058  DYNAMIC HT  -         373.547 (meters)    1225.55  (feet)  COMP
 DE9058  MODELED GRAV-     980,453.5   (mgal)                       NAVD 88
 DE9058
 DE9058  HORZ ORDER  -  FIRST
 DE9058  VERT ORDER  -  SECOND    CLASS I
 DE9058  ELLP ORDER  -  FOURTH    CLASS I
 DE9058
 DE9058.The horizontal coordinates were established by GPS observations
 DE9058.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9058
 DE9058.The orthometric height was determined by differential leveling
 DE9058.and adjusted by the National Geodetic Survey in March 2006..
 DE9058
 DE9058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9058
 DE9058.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9058
 DE9058.The ellipsoidal height was determined by GPS observations
 DE9058.and is referenced to NAD 83.
 DE9058
 DE9058.The geoid height was determined by GEOID03.
 DE9058
 DE9058.The dynamic height is computed by dividing the NAVD 88
 DE9058.geopotential number by the normal gravity value computed on the
 DE9058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9058.degrees latitude (g = 980.6199 gals.).
 DE9058
 DE9058.The modeled gravity was interpolated from observed gravity values.
 DE9058
 DE9058;                    North         East     Units Scale Factor Converg.
 DE9058;SPC MN S     -   218,190.064   868,401.665   MT  0.99995148   +0 35 54.3
 DE9058;UTM  15      - 4,878,601.678   488,286.253   MT  0.99960169   -0 06 06.1
 DE9058
 DE9058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9058!SPC MN S     -   0.99994587  x   0.99995148  =   0.99989736
 DE9058!UTM  15      -   0.99994587  x   0.99960169  =   0.99954759
 DE9058
 DE9058:                Primary Azimuth Mark                     Grid Az
 DE9058:SPC MN S     -  T 23                                     000 03 04.7
 DE9058:UTM  15      -  T 23                                     000 45 05.1
 DE9058
 DE9058|---------------------------------------------------------------------|
 DE9058| PID    Reference Object                     Distance      Geod. Az  |
 DE9058|                                                           dddmmss.s |
 DE9058| PP1533 T 23                                APPROX. 0.6 KM 0003859.0 |
 DE9058|---------------------------------------------------------------------|
 DE9058
 DE9058                          SUPERSEDED SURVEY CONTROL
 DE9058
 DE9058  NAVD 88 (12/17/02)  373.60   (m)         1225.7    (f) LEVELING    3  
 DE9058
 DE9058.Superseded values are not recommended for survey control.
 DE9058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9058.See file dsdata.txt to determine how the superseded data were derived.
 DE9058
 DE9058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8828678602(NAD 83)
 DE9058_MARKER: DD = SURVEY DISK
 DE9058_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9058_STAMPING: 7402 G 2000
 DE9058_MARK LOGO: MNDT  
 DE9058_PROJECTION: RECESSED 3 CENTIMETERS
 DE9058_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9058+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DE9058_ROD/PIPE-DEPTH:  6.1 meters
 DE9058
 DE9058  HISTORY     - Date     Condition        Report By
 DE9058  HISTORY     - 2000     MONUMENTED       MNDT
 DE9058
 DE9058                          STATION DESCRIPTION
 DE9058
 DE9058'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE9058'4 MI (6.4 KM) ESE OF OWATONNA, 5.2 MI (8.4 KM) EAST ALONG TH 14 FROM
 DE9058'JCT FAI 35, AT TH 14 MP 177.85, 315.5 FT (96.2 M) NORTH OF TH 14, 48.0
 DE9058'FT (14.6 M) EAST OF CO RD 59, 6.5 FT (2.0 M) SOUTH OF R/W POST, 11.7
 DE9058'FT (3.6 M) SSW OF P-POLE, 2.8 FT (0.9 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE9059 ***********************************************************************
 DE9059  DESIGNATION -  7402 H
 DE9059  PID         -  DE9059
 DE9059  STATE/COUNTY-  MN/STEELE
 DE9059  USGS QUAD   -  OWATONNA SE (1962)
 DE9059
 DE9059                         *CURRENT SURVEY CONTROL
 DE9059  ___________________________________________________________________
 DE9059* NAD 83(1996)-  44 03 05.11238(N)    093 03 58.94461(W)     ADJUSTED  
 DE9059* NAVD 88     -       389.226  (meters)    1276.99   (feet)  ADJUSTED  
 DE9059  ___________________________________________________________________
 DE9059  X           -    -245,626.218 (meters)                     COMP
 DE9059  Y           -  -4,585,190.530 (meters)                     COMP
 DE9059  Z           -   4,412,450.503 (meters)                     COMP
 DE9059  LAPLACE CORR-          -6.72  (seconds)                    DEFLEC99
 DE9059  ELLIP HEIGHT-         360.67  (meters)          (12/17/02) GPS OBS
 DE9059  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DE9059  DYNAMIC HT  -         389.163 (meters)    1276.78  (feet)  COMP
 DE9059  MODELED GRAV-     980,445.1   (mgal)                       NAVD 88
 DE9059
 DE9059  HORZ ORDER  -  FIRST
 DE9059  VERT ORDER  -  SECOND    CLASS I
 DE9059  ELLP ORDER  -  FOURTH    CLASS I
 DE9059
 DE9059.The horizontal coordinates were established by GPS observations
 DE9059.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE9059
 DE9059.The orthometric height was determined by differential leveling
 DE9059.and adjusted by the National Geodetic Survey in March 2006..
 DE9059
 DE9059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9059
 DE9059.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE9059
 DE9059.The ellipsoidal height was determined by GPS observations
 DE9059.and is referenced to NAD 83.
 DE9059
 DE9059.The geoid height was determined by GEOID03.
 DE9059
 DE9059.The dynamic height is computed by dividing the NAVD 88
 DE9059.geopotential number by the normal gravity value computed on the
 DE9059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9059.degrees latitude (g = 980.6199 gals.).
 DE9059
 DE9059.The modeled gravity was interpolated from observed gravity values.
 DE9059
 DE9059;                    North         East     Units Scale Factor Converg.
 DE9059;SPC MN S     -   217,252.446   874,812.760   MT  0.99995270   +0 39 15.9
 DE9059;UTM  15      - 4,877,586.126   494,683.161   MT  0.99960035   -0 02 46.1
 DE9059
 DE9059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9059!SPC MN S     -   0.99994345  x   0.99995270  =   0.99989615
 DE9059!UTM  15      -   0.99994345  x   0.99960035  =   0.99954382
 DE9059
 DE9059                          SUPERSEDED SURVEY CONTROL
 DE9059
 DE9059  NAVD 88 (12/17/02)  389.23   (m)         1277.0    (f) LEVELING    3  
 DE9059
 DE9059.Superseded values are not recommended for survey control.
 DE9059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9059.See file dsdata.txt to determine how the superseded data were derived.
 DE9059
 DE9059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9468377586(NAD 83)
 DE9059_MARKER: DD = SURVEY DISK
 DE9059_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9059_STAMPING: 7402 H 2000
 DE9059_MARK LOGO: MNDT  
 DE9059_PROJECTION: RECESSED 3 CENTIMETERS
 DE9059_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9059+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DE9059_ROD/PIPE-DEPTH: 10.7 meters
 DE9059
 DE9059  HISTORY     - Date     Condition        Report By
 DE9059  HISTORY     - 2000     MONUMENTED       MNDT
 DE9059
 DE9059                          STATION DESCRIPTION
 DE9059
 DE9059'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE9059'3.5 MI (5.6 KM) WEST OF CLAREMONT, 2.95 MI (4.75 KM) WEST ALONG TH 14
 DE9059'FROM JCT OF CO RD 1, AT TH 14 MP 181.3, 177.5 FT (54.1 M) SOUTH OF TH
 DE9059'14, 59.5 FT (18.1 M) WEST OF CO RD 16, 1.9 FT (0.6 M) SOUTH OF R/W
 DE9059'POST, 20.1 FT (6.1 M) NNE OF R/W POST, 2.3 FT (0.7 M) NORTH OF WIT
 DE9059'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0771 ***********************************************************************
 OO0771  DESIGNATION -  7403 A
 OO0771  PID         -  OO0771
 OO0771  STATE/COUNTY-  MN/STEELE
 OO0771  USGS QUAD   -  NEW RICHLAND (1967)
 OO0771
 OO0771                         *CURRENT SURVEY CONTROL
 OO0771  ___________________________________________________________________
 OO0771* NAD 83(1986)-  43 52 34.     (N)    093 24 23.     (W)     SCALED    
 OO0771* NAVD 88     -       377.574  (meters)    1238.76   (feet)  ADJUSTED  
 OO0771  ___________________________________________________________________
 OO0771  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 OO0771  DYNAMIC HT  -         377.494 (meters)    1238.49  (feet)  COMP
 OO0771  MODELED GRAV-     980,395.2   (mgal)                       NAVD 88
 OO0771
 OO0771  VERT ORDER  -  SECOND    CLASS I
 OO0771
 OO0771.The horizontal coordinates were scaled from a topographic map and have
 OO0771.an estimated accuracy of +/- 6 seconds.
 OO0771
 OO0771.The orthometric height was determined by differential leveling
 OO0771.and adjusted by the National Geodetic Survey in June 1991..
 OO0771
 OO0771.The geoid height was determined by GEOID03.
 OO0771
 OO0771.The dynamic height is computed by dividing the NAVD 88
 OO0771.geopotential number by the normal gravity value computed on the
 OO0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0771.degrees latitude (g = 980.6199 gals.).
 OO0771
 OO0771.The modeled gravity was interpolated from observed gravity values.
 OO0771
 OO0771;                    North         East    Units  Estimated Accuracy
 OO0771;SPC MN S     -   197,520.      847,710.      MT  (+/- 180 meters Scaled)
 OO0771
 OO0771                          SUPERSEDED SURVEY CONTROL
 OO0771
 OO0771  NGVD 29 (??/??/92)  377.552  (m)         1238.69   (f) ADJ UNCH    2 1
 OO0771
 OO0771.Superseded values are not recommended for survey control.
 OO0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0771.See file dsdata.txt to determine how the superseded data were derived.
 OO0771
 OO0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ673581(NAD 83)
 OO0771_MARKER: DB = BENCH MARK DISK
 OO0771_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO0771_SP_SET: COPPER-CLAD STEEL ROD
 OO0771_STAMPING: 7403 A 1978
 OO0771_PROJECTION: PROJECTING 5 CENTIMETERS
 OO0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0771_ROD/PIPE-DEPTH: 19.5 meters
 OO0771
 OO0771  HISTORY     - Date     Condition        Report By
 OO0771  HISTORY     - 1978     MONUMENTED       MNDT
 OO0771  HISTORY     - 1979     GOOD             MNDT
 OO0771
 OO0771                          STATION DESCRIPTION
 OO0771
 OO0771'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0771'4.50 MI ESE FROM NEW RICHLAND.
 OO0771'THE MARK IS LOCATED 4.45 MILES EAST SOUTHEAST ALONG TRUNK HIGHWAY 30
 OO0771'FROM THE JUNCTION OF TRUNK HIGHWAY 13 ON THE EAST SIDE OF NEW RICHLAND
 OO0771'THENCE 0.1 MILE SOUTH ALONG THE WASECA STEELE COUNTY LINE ROAD. IT IS
 OO0771'38 FT. EAST OF AND 4 FT. BELOW THE LEVEL OF THE COUNTY ROAD, 525 FT.
 OO0771'NORTH OF TRUNK HIGHWAY 30, 98 FT. NORTH OF A DRIVEWAY LEADING EAST TO
 OO0771'THE BUDDY BURG FARM, 83.5 FT. NORTH OF THE NORTH END OF A 12 INCH
 OO0771'DIAMETER CONCRETE PIPE UNDER THE DRIVEWAY, AND 1.6 FT. NORTHWEST OF
 OO0771'A POWER POLE WEST POLE OF THREE. MARK IS 0.8 FT. WEST OF A STEEL
 OO0771'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0772 ***********************************************************************
 OO0772  DESIGNATION -  7403 B
 OO0772  PID         -  OO0772
 OO0772  STATE/COUNTY-  MN/STEELE
 OO0772  USGS QUAD   -  NEW RICHLAND (1967)
 OO0772
 OO0772                         *CURRENT SURVEY CONTROL
 OO0772  ___________________________________________________________________
 OO0772* NAD 83(1986)-  43 52 37.     (N)    093 23 15.     (W)     SCALED    
 OO0772* NAVD 88     -       381.116  (meters)    1250.38   (feet)  ADJUSTED  
 OO0772  ___________________________________________________________________
 OO0772  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 OO0772  DYNAMIC HT  -         381.036 (meters)    1250.12  (feet)  COMP
 OO0772  MODELED GRAV-     980,398.1   (mgal)                       NAVD 88
 OO0772
 OO0772  VERT ORDER  -  SECOND    CLASS I
 OO0772
 OO0772.The horizontal coordinates were scaled from a topographic map and have
 OO0772.an estimated accuracy of +/- 6 seconds.
 OO0772
 OO0772.The orthometric height was determined by differential leveling
 OO0772.and adjusted by the National Geodetic Survey in June 1991..
 OO0772
 OO0772.The geoid height was determined by GEOID03.
 OO0772
 OO0772.The dynamic height is computed by dividing the NAVD 88
 OO0772.geopotential number by the normal gravity value computed on the
 OO0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0772.degrees latitude (g = 980.6199 gals.).
 OO0772
 OO0772.The modeled gravity was interpolated from observed gravity values.
 OO0772
 OO0772;                    North         East    Units  Estimated Accuracy
 OO0772;SPC MN S     -   197,620.      849,230.      MT  (+/- 180 meters Scaled)
 OO0772
 OO0772                          SUPERSEDED SURVEY CONTROL
 OO0772
 OO0772  NGVD 29 (??/??/92)  381.095  (m)         1250.31   (f) ADJ UNCH    2 1
 OO0772
 OO0772.Superseded values are not recommended for survey control.
 OO0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0772.See file dsdata.txt to determine how the superseded data were derived.
 OO0772
 OO0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ688582(NAD 83)
 OO0772_MARKER: DD = SURVEY DISK
 OO0772_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO0772_SP_SET: COPPER-CLAD STEEL ROD
 OO0772_STAMPING: 740 3 B 1978
 OO0772_PROJECTION: PROJECTING 5 CENTIMETERS
 OO0772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0772_ROD/PIPE-DEPTH: 14.6 meters
 OO0772
 OO0772  HISTORY     - Date     Condition        Report By
 OO0772  HISTORY     - 1978     MONUMENTED       MNDT
 OO0772  HISTORY     - 1979     GOOD             MNDT
 OO0772
 OO0772                          STATION DESCRIPTION
 OO0772
 OO0772'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0772'4.25 MI WNW FROM ELLENDALE.
 OO0772'THE MARK IS LOCATED 4.15 MILES WEST NORTHWEST ALONG TRUNK HIGHWAY 30
 OO0772'FROM THE JUNCTION OF COUNTY ROAD 14, ON THE WEST EDGE OF ELLENDALE AT
 OO0772'TRUNK HIGHWAY 30 MILEPOINT 173.95. IT IS 74.7 FT. SOUTH OF AND ABOUT
 OO0772'LEVEL WITH THE CENTERLINE OF THE HIGHWAY, 11 FT. WEST OF THE CENTER
 OO0772'OF A FIELD ENTRANCE, 68.3 FT. EAST OF A POWER POLE, 40.6 FT. WEST
 OO0772'NORTHWEST OF A 30 INCH BOX ELDER TREE, 35.2 FT. SOUTH OF THE WEST
 OO0772'END OF AN 18 INCH DIAMETER CORRUGATED METAL PIPE UNDER THE FIELD
 OO0772'ENTRANCE, 66.8 FT. NORTHWEST OF THE NORTHWEST CORNER OF A 1 STORY
 OO0772'FRAME BUILDING ABANDONED SCHOOL HOUSE, AND 1.5 FT. EAST OF A STEEL
 OO0772'RIGHT OF WAY SIGN POST. MARK IS 0.7 FT. SOUTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0774 ***********************************************************************
 OO0774  DESIGNATION -  7403 C
 OO0774  PID         -  OO0774
 OO0774  STATE/COUNTY-  MN/STEELE
 OO0774  USGS QUAD   -  HOPE (1967)
 OO0774
 OO0774                         *CURRENT SURVEY CONTROL
 OO0774  ___________________________________________________________________
 OO0774* NAD 83(1986)-  43 52 42.     (N)    093 20 47.     (W)     SCALED    
 OO0774* NAVD 88     -       378.629  (meters)    1242.22   (feet)  ADJUSTED  
 OO0774  ___________________________________________________________________
 OO0774  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 OO0774  DYNAMIC HT  -         378.552 (meters)    1241.97  (feet)  COMP
 OO0774  MODELED GRAV-     980,404.0   (mgal)                       NAVD 88
 OO0774
 OO0774  VERT ORDER  -  SECOND    CLASS I
 OO0774
 OO0774.The horizontal coordinates were scaled from a topographic map and have
 OO0774.an estimated accuracy of +/- 6 seconds.
 OO0774
 OO0774.The orthometric height was determined by differential leveling
 OO0774.and adjusted by the National Geodetic Survey in June 1991..
 OO0774
 OO0774.The geoid height was determined by GEOID03.
 OO0774
 OO0774.The dynamic height is computed by dividing the NAVD 88
 OO0774.geopotential number by the normal gravity value computed on the
 OO0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0774.degrees latitude (g = 980.6199 gals.).
 OO0774
 OO0774.The modeled gravity was interpolated from observed gravity values.
 OO0774
 OO0774;                    North         East    Units  Estimated Accuracy
 OO0774;SPC MN S     -   197,800.      852,530.      MT  (+/- 180 meters Scaled)
 OO0774
 OO0774                          SUPERSEDED SURVEY CONTROL
 OO0774
 OO0774  NGVD 29 (??/??/92)  378.611  (m)         1242.16   (f) ADJ UNCH    2 1
 OO0774
 OO0774.Superseded values are not recommended for survey control.
 OO0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0774.See file dsdata.txt to determine how the superseded data were derived.
 OO0774
 OO0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ721584(NAD 83)
 OO0774_MARKER: DB = BENCH MARK DISK
 OO0774_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO0774_SP_SET: COPPER-CLAD STEEL ROD
 OO0774_STAMPING: 7403 C 1978
 OO0774_PROJECTION: FLUSH
 OO0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0774_ROD/PIPE-DEPTH: 12.2 meters
 OO0774
 OO0774  HISTORY     - Date     Condition        Report By
 OO0774  HISTORY     - 1978     MONUMENTED       MNDT
 OO0774  HISTORY     - 1979     GOOD             MNDT
 OO0774
 OO0774                          STATION DESCRIPTION
 OO0774
 OO0774'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0774'2.3 MI WNW FROM ELLENDALE.
 OO0774'THE MARK IS LOCATED 2.05 MILES WEST NORTHWEST ALONG TRUNK HIGHWAY 30
 OO0774'FROM THE JUNCTION OF COUNTY ROAD 14, ON THE WEST EDGE OF ELLENDALE,
 OO0774'THENCE 0.1 MILE NORTH ALONG COUNTY ROAD 28. IT IS 49.0 FT. WEST OF AND
 OO0774'2 FT. BELOW THE LEVEL OF THE CENTERLINE OF COUNTY ROAD 28, 55 FT.
 OO0774'NORTH OF THE CENTER OF A FIELD ENTRANCE TO THE WEST, 45.2 FT. NORTH
 OO0774'NORTHWEST OF THE NORTH END OF A 15 INCH DIAMETER CORRUGATED METAL
 OO0774'PIPE UNDER THE FIELD ENTRANCE, AND 2.0 FT. SOUTHEAST OF A POWER POLE.
 OO0774'MARK IS 1.8 FT. EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0775 ***********************************************************************
 OO0775  DESIGNATION -  7403 C 1
 OO0775  PID         -  OO0775
 OO0775  STATE/COUNTY-  MN/STEELE
 OO0775  USGS QUAD   -  HOPE (1967)
 OO0775
 OO0775                         *CURRENT SURVEY CONTROL
 OO0775  ___________________________________________________________________
 OO0775* NAD 83(1986)-  43 53 10.     (N)    093 20 45.     (W)     SCALED    
 OO0775* NAVD 88     -       372.354  (meters)    1221.63   (feet)  ADJUSTED  
 OO0775  ___________________________________________________________________
 OO0775  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 OO0775  DYNAMIC HT  -         372.279 (meters)    1221.39  (feet)  COMP
 OO0775  MODELED GRAV-     980,406.2   (mgal)                       NAVD 88
 OO0775
 OO0775  VERT ORDER  -  SECOND    CLASS I
 OO0775
 OO0775.The horizontal coordinates were scaled from a topographic map and have
 OO0775.an estimated accuracy of +/- 6 seconds.
 OO0775
 OO0775.The orthometric height was determined by differential leveling
 OO0775.and adjusted by the National Geodetic Survey in June 1991..
 OO0775
 OO0775.The geoid height was determined by GEOID03.
 OO0775
 OO0775.The dynamic height is computed by dividing the NAVD 88
 OO0775.geopotential number by the normal gravity value computed on the
 OO0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0775.degrees latitude (g = 980.6199 gals.).
 OO0775
 OO0775.The modeled gravity was interpolated from observed gravity values.
 OO0775
 OO0775;                    North         East    Units  Estimated Accuracy
 OO0775;SPC MN S     -   198,670.      852,570.      MT  (+/- 180 meters Scaled)
 OO0775
 OO0775                          SUPERSEDED SURVEY CONTROL
 OO0775
 OO0775  NGVD 29 (??/??/92)  372.336  (m)         1221.57   (f) ADJ UNCH    2 1
 OO0775
 OO0775.Superseded values are not recommended for survey control.
 OO0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0775.See file dsdata.txt to determine how the superseded data were derived.
 OO0775
 OO0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ722592(NAD 83)
 OO0775_MARKER: DB = BENCH MARK DISK
 OO0775_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO0775_SP_SET: CULVERT
 OO0775_STAMPING: 7403 C1 1978
 OO0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0775+STABILITY: SURFACE MOTION
 OO0775
 OO0775  HISTORY     - Date     Condition        Report By
 OO0775  HISTORY     - 1978     MONUMENTED       MNDT
 OO0775  HISTORY     - 1979     GOOD             MNDT
 OO0775
 OO0775                          STATION DESCRIPTION
 OO0775
 OO0775'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0775'2.50 MI NW FROM ELLENDALE.
 OO0775'THE MARK IS LOCATED 2.05 MILES WEST NORTHWEST ALONG TRUNK HIGHWAY 30
 OO0775'FROM THE JUNCTION OF COUNTY ROAD 14, ON THE WEST EDGE OF ELLENDALE,
 OO0775'THENCE 0.6 MILE NORTH ALONG COUNTY ROAD 28. IT IS 25.0 FT. EAST OF
 OO0775'AND 2 FT. BELOW THE LEVEL OF THE CENTERLINE OF COUNTY ROAD 28. DISK
 OO0775'IS CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER HEADWALL OF 12
 OO0775'FT. BY 16 FT. DEEP BOX CULVERT UNDER COUNTY ROAD 28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0776 ***********************************************************************
 OO0776  DESIGNATION -  7403 D
 OO0776  PID         -  OO0776
 OO0776  STATE/COUNTY-  MN/STEELE
 OO0776  USGS QUAD   -  HOPE (1967)
 OO0776
 OO0776                         *CURRENT SURVEY CONTROL
 OO0776  ___________________________________________________________________
 OO0776* NAD 83(1986)-  43 52 37.     (N)    093 19 23.     (W)     SCALED    
 OO0776* NAVD 88     -       373.523  (meters)    1225.47   (feet)  ADJUSTED  
 OO0776  ___________________________________________________________________
 OO0776  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 OO0776  DYNAMIC HT  -         373.448 (meters)    1225.22  (feet)  COMP
 OO0776  MODELED GRAV-     980,408.1   (mgal)                       NAVD 88
 OO0776
 OO0776  VERT ORDER  -  SECOND    CLASS I
 OO0776
 OO0776.The horizontal coordinates were scaled from a topographic map and have
 OO0776.an estimated accuracy of +/- 6 seconds.
 OO0776
 OO0776.The orthometric height was determined by differential leveling
 OO0776.and adjusted by the National Geodetic Survey in June 1991..
 OO0776
 OO0776.The geoid height was determined by GEOID03.
 OO0776
 OO0776.The dynamic height is computed by dividing the NAVD 88
 OO0776.geopotential number by the normal gravity value computed on the
 OO0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0776.degrees latitude (g = 980.6199 gals.).
 OO0776
 OO0776.The modeled gravity was interpolated from observed gravity values.
 OO0776
 OO0776;                    North         East    Units  Estimated Accuracy
 OO0776;SPC MN S     -   197,670.      854,410.      MT  (+/- 180 meters Scaled)
 OO0776
 OO0776                          SUPERSEDED SURVEY CONTROL
 OO0776
 OO0776  NGVD 29 (??/??/92)  373.506  (m)         1225.41   (f) ADJ UNCH    2 1
 OO0776
 OO0776.Superseded values are not recommended for survey control.
 OO0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0776.See file dsdata.txt to determine how the superseded data were derived.
 OO0776
 OO0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ740582(NAD 83)
 OO0776_MARKER: DB = BENCH MARK DISK
 OO0776_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO0776_SP_SET: CULVERT
 OO0776_STAMPING: 7403 D 1978
 OO0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0776+STABILITY: SURFACE MOTION
 OO0776
 OO0776  HISTORY     - Date     Condition        Report By
 OO0776  HISTORY     - 1978     MONUMENTED       MNDT
 OO0776  HISTORY     - 1979     GOOD             MNDT
 OO0776
 OO0776                          STATION DESCRIPTION
 OO0776
 OO0776'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0776'1.0 MI WEST FROM ELLENDALE.
 OO0776'THE MARK IS LOCATED 0.9 MILES WEST NORTHWEST ALONG TRUNK HIGHWAY 30
 OO0776'FROM THE JUNCTION OF COUNTY ROAD 14, ON THE WEST EDGE OF ELLENDALE,
 OO0776'AT TRUNK HIGHWAY 30 MILEPOINT 177.2. IT IS 30.3 FT. SOUTH OF AND 6
 OO0776'FT. LOWER THAN THE CENTERLINE OF THE HIGHWAY. DISK IS CEMENTED IN A
 OO0776'DRILL HOLE IN THE SOUTHEAST CORNER OF A NEW HEADWALL OF A 25 FT. WIDE
 OO0776'BY 14 FT. DEEP BOX CULVERT UNDER TRUNK HIGHWAY 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0777 ***********************************************************************
 OO0777  DESIGNATION -  7403 E
 OO0777  PID         -  OO0777
 OO0777  STATE/COUNTY-  MN/STEELE
 OO0777  USGS QUAD   -  ELLENDALE (1967)
 OO0777
 OO0777                         *CURRENT SURVEY CONTROL
 OO0777  ___________________________________________________________________
 OO0777* NAD 83(1986)-  43 52 20.     (N)    093 18 07.     (W)     SCALED    
 OO0777* NAVD 88     -       391.586  (meters)    1284.73   (feet)  ADJUSTED  
 OO0777  ___________________________________________________________________
 OO0777  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 OO0777  DYNAMIC HT  -         391.510 (meters)    1284.48  (feet)  COMP
 OO0777  MODELED GRAV-     980,410.9   (mgal)                       NAVD 88
 OO0777
 OO0777  VERT ORDER  -  SECOND    CLASS I
 OO0777
 OO0777.The horizontal coordinates were scaled from a topographic map and have
 OO0777.an estimated accuracy of +/- 6 seconds.
 OO0777
 OO0777.The orthometric height was determined by differential leveling
 OO0777.and adjusted by the National Geodetic Survey in June 1991..
 OO0777
 OO0777.The geoid height was determined by GEOID03.
 OO0777
 OO0777.The dynamic height is computed by dividing the NAVD 88
 OO0777.geopotential number by the normal gravity value computed on the
 OO0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0777.degrees latitude (g = 980.6199 gals.).
 OO0777
 OO0777.The modeled gravity was interpolated from observed gravity values.
 OO0777
 OO0777;                    North         East    Units  Estimated Accuracy
 OO0777;SPC MN S     -   197,150.      856,110.      MT  (+/- 180 meters Scaled)
 OO0777
 OO0777                          SUPERSEDED SURVEY CONTROL
 OO0777
 OO0777  NGVD 29 (??/??/92)  391.571  (m)         1284.68   (f) ADJ UNCH    2 1
 OO0777
 OO0777.Superseded values are not recommended for survey control.
 OO0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0777.See file dsdata.txt to determine how the superseded data were derived.
 OO0777
 OO0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ757577(NAD 83)
 OO0777_MARKER: DB = BENCH MARK DISK
 OO0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0777_SP_SET: WATER TANK BASE
 OO0777_STAMPING: 7403 E 1978
 OO0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0777
 OO0777  HISTORY     - Date     Condition        Report By
 OO0777  HISTORY     - 1978     MONUMENTED       MNDT
 OO0777  HISTORY     - 1979     GOOD             MNDT
 OO0777
 OO0777                          STATION DESCRIPTION
 OO0777
 OO0777'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0777'IN ELLENDALE.
 OO0777'THE MARK IS LOCATED IN ELLENDALE, 0.2 MILE EAST ALONG TRUNK HIGHWAY 30
 OO0777'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 14 ON THE WEST
 OO0777'EDGE OF ELLENDALE, THENCE 1 BLOCK SOUTH ALONG 3RD ST. TO THE CITY
 OO0777'WATER TANK. IT IS 40 FT. NORTH OF THE CENTER OF 6TH AVE. 46 FT. EAST
 OO0777'OF THE CENTER OF 3RD ST. 26.0 FT. EAST NORTHEAST OF A POWER POLE,
 OO0777'AND 20.5 FT. EAST NORTHEAST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1652 ***********************************************************************
 PP1652  DESIGNATION -  7407 A
 PP1652  PID         -  PP1652
 PP1652  STATE/COUNTY-  MN/STEELE
 PP1652  USGS QUAD   -  OWATONNA (1962)
 PP1652
 PP1652                         *CURRENT SURVEY CONTROL
 PP1652  ___________________________________________________________________
 PP1652* NAD 83(1986)-  44 05 40.     (N)    093 13 56.     (W)     SCALED    
 PP1652* NAVD 88     -       353.813  (meters)    1160.80   (feet)  ADJUSTED  
 PP1652  ___________________________________________________________________
 PP1652  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 PP1652  DYNAMIC HT  -         353.761 (meters)    1160.63  (feet)  COMP
 PP1652  MODELED GRAV-     980,461.8   (mgal)                       NAVD 88
 PP1652
 PP1652  VERT ORDER  -  SECOND    CLASS 0
 PP1652
 PP1652.The horizontal coordinates were scaled from a topographic map and have
 PP1652.an estimated accuracy of +/- 6 seconds.
 PP1652
 PP1652.The orthometric height was determined by differential leveling
 PP1652.and adjusted by the National Geodetic Survey in June 1991..
 PP1652
 PP1652.The geoid height was determined by GEOID03.
 PP1652
 PP1652.The dynamic height is computed by dividing the NAVD 88
 PP1652.geopotential number by the normal gravity value computed on the
 PP1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1652.degrees latitude (g = 980.6199 gals.).
 PP1652
 PP1652.The modeled gravity was interpolated from observed gravity values.
 PP1652
 PP1652;                    North         East    Units  Estimated Accuracy
 PP1652;SPC MN S     -   221,890.      861,480.      MT  (+/- 180 meters Scaled)
 PP1652
 PP1652                          SUPERSEDED SURVEY CONTROL
 PP1652
 PP1652  NGVD 29 (??/??/92)  353.802  (m)         1160.77   (f) ADJ UNCH    2 0
 PP1652
 PP1652.Superseded values are not recommended for survey control.
 PP1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1652.See file dsdata.txt to determine how the superseded data were derived.
 PP1652
 PP1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ814823(NAD 83)
 PP1652_MARKER: DD = SURVEY DISK
 PP1652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1652_SP_SET: BRIDGE
 PP1652_STAMPING: 7407-A 1970
 PP1652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1652
 PP1652  HISTORY     - Date     Condition        Report By
 PP1652  HISTORY     - 1970     MONUMENTED       MNDT
 PP1652  HISTORY     - 1986     GOOD             USPSQD
 PP1652  HISTORY     - 19960821 GOOD             USPSQD
 PP1652
 PP1652                          STATION DESCRIPTION
 PP1652
 PP1652'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1652'IN OWATONNA.
 PP1652'MARK IS LOCATED IN THE CITY OF FARIBAULT, 0.6 MILES EAST OF THE
 PP1652'JUNCTION OF FAI 35 AND T.H. 14 IN THE SOUTHEAST CORNER OF BRIDGE NO.
 PP1652'74007, T.H. 14 OVER THE CHICAGO-ROCK ISLAND AND PACIFIC RAILROAD.  NE
 PP1652'1/4 SECTION 9, T 107N, R 20W.
 PP1652
 PP1652                          STATION RECOVERY (1986)
 PP1652
 PP1652'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1652'RECOVERED IN GOOD CONDITION.
 PP1652
 PP1652                          STATION RECOVERY (1996)
 PP1652
 PP1652'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP1652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1682 ***********************************************************************
 PP1682  DESIGNATION -  7408 A
 PP1682  PID         -  PP1682
 PP1682  STATE/COUNTY-  MN/STEELE
 PP1682  USGS QUAD   -  OWATONNA (1962)
 PP1682
 PP1682                         *CURRENT SURVEY CONTROL
 PP1682  ___________________________________________________________________
 PP1682* NAD 83(1996)-  44 03 33.79956(N)    093 14 21.84191(W)     ADJUSTED  
 PP1682* NAVD 88     -       357.231  (meters)    1172.02   (feet)  ADJUSTED  
 PP1682  ___________________________________________________________________
 PP1682  X           -    -259,435.771 (meters)                     COMP
 PP1682  Y           -  -4,583,790.324 (meters)                     COMP
 PP1682  Z           -   4,413,064.765 (meters)                     COMP
 PP1682  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 PP1682  ELLIP HEIGHT-         328.89  (meters)          (08/19/02) GPS OBS
 PP1682  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 PP1682  DYNAMIC HT  -         357.176 (meters)    1171.83  (feet)  COMP
 PP1682  MODELED GRAV-     980,455.4   (mgal)                       NAVD 88
 PP1682
 PP1682  HORZ ORDER  -  FIRST
 PP1682  VERT ORDER  -  SECOND    CLASS I
 PP1682  ELLP ORDER  -  FOURTH    CLASS I
 PP1682
 PP1682.The horizontal coordinates were established by GPS observations
 PP1682.and adjusted by the MN DEPT OF TRANSP in August 2002..
 PP1682
 PP1682.The orthometric height was determined by differential leveling
 PP1682.and adjusted by the National Geodetic Survey in March 2006..
 PP1682
 PP1682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1682
 PP1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1682
 PP1682.The ellipsoidal height was determined by GPS observations
 PP1682.and is referenced to NAD 83.
 PP1682
 PP1682.The geoid height was determined by GEOID03.
 PP1682
 PP1682.The dynamic height is computed by dividing the NAVD 88
 PP1682.geopotential number by the normal gravity value computed on the
 PP1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1682.degrees latitude (g = 980.6199 gals.).
 PP1682
 PP1682.The modeled gravity was interpolated from observed gravity values.
 PP1682
 PP1682;                    North         East     Units Scale Factor Converg.
 PP1682;SPC MN S     -   217,994.105   860,940.076   MT  0.99995163   +0 31 59.3
 PP1682;UTM  15      - 4,878,496.912   480,825.429   MT  0.99960452   -0 09 59.3
 PP1682
 PP1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1682!SPC MN S     -   0.99994843  x   0.99995163  =   0.99990006
 PP1682!UTM  15      -   0.99994843  x   0.99960452  =   0.99955297
 PP1682
 PP1682:                Primary Azimuth Mark                     Grid Az
 PP1682:SPC MN S     -  7408 C                                   090 16 59.9
 PP1682:UTM  15      -  7408 C                                   090 58 58.5
 PP1682
 PP1682|---------------------------------------------------------------------|
 PP1682| PID    Reference Object                     Distance      Geod. Az  |
 PP1682|                                                           dddmmss.s |
 PP1682| PP1684 7408 C                              APPROX. 1.1 KM 0904859.2 |
 PP1682|---------------------------------------------------------------------|
 PP1682
 PP1682                          SUPERSEDED SURVEY CONTROL
 PP1682
 PP1682  NAVD 88 (06/15/91)  357.234  (m)         1172.03   (f) UNKNOWN     2 1
 PP1682  NGVD 29 (??/??/92)  357.217  (m)         1171.97   (f) ADJ UNCH    2 0
 PP1682
 PP1682.Superseded values are not recommended for survey control.
 PP1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1682.See file dsdata.txt to determine how the superseded data were derived.
 PP1682
 PP1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8082578497(NAD 83)
 PP1682_MARKER: DB = BENCH MARK DISK
 PP1682_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1682_SP_SET: BRIDGE ABUTMENT
 PP1682_STAMPING: 7408 A 1971
 PP1682_MARK LOGO: MNHD  
 PP1682_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1682+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 PP1682
 PP1682  HISTORY     - Date     Condition        Report By
 PP1682  HISTORY     - 1971     MONUMENTED       MNHD
 PP1682  HISTORY     - 1986     GOOD             USPSQD
 PP1682  HISTORY     - 19911204 GOOD             MNDT
 PP1682  HISTORY     - 19990606 GOOD             MNDT
 PP1682  HISTORY     - 20000917 GOOD             MNDT
 PP1682
 PP1682                          STATION DESCRIPTION
 PP1682
 PP1682'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1682'2.5 MI S FROM OWATONNA.
 PP1682'MARK IS LOCATED 2.5 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 PP1682'35 AND T.H. 14 IN OWATONNA, THENCE, 0.5 MILES EAST ALONG T.H. 218, 0.7
 PP1682'MILES WEST OF T.H. 65, IN THE SOUTHEAST CORNER OF BRIDGE NO. 74001,
 PP1682'T.H. 218 WESTBOUND OVER THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD.
 PP1682'NW 1/4 SECTION 21, T 107N, R 20W.
 PP1682
 PP1682                          STATION RECOVERY (1986)
 PP1682
 PP1682'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1682'RECOVERED IN GOOD CONDITION.
 PP1682
 PP1682                          STATION RECOVERY (1991)
 PP1682
 PP1682'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 PP1682'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PP1682
 PP1682                          STATION RECOVERY (1999)
 PP1682
 PP1682'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 PP1682'RECOVERED AS DESCRIBED.
 PP1682
 PP1682                          STATION RECOVERY (2000)
 PP1682
 PP1682'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 PP1682'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1683 ***********************************************************************
 PP1683  DESIGNATION -  7408 B
 PP1683  PID         -  PP1683
 PP1683  STATE/COUNTY-  MN/STEELE
 PP1683  USGS QUAD   -  OWATONNA (1962)
 PP1683
 PP1683                         *CURRENT SURVEY CONTROL
 PP1683  ___________________________________________________________________
 PP1683* NAD 83(1996)-  44 03 33.18540(N)    093 14 08.08407(W)     ADJUSTED  
 PP1683* NAVD 88     -       351.796  (meters)    1154.18   (feet)  ADJUSTED  
 PP1683  ___________________________________________________________________
 PP1683  X           -    -259,130.555 (meters)                     COMP
 PP1683  Y           -  -4,583,816.869 (meters)                     COMP
 PP1683  Z           -   4,413,047.352 (meters)                     COMP
 PP1683  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 PP1683  ELLIP HEIGHT-         323.44  (meters)          (08/19/02) GPS OBS
 PP1683  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 PP1683  DYNAMIC HT  -         351.742 (meters)    1154.01  (feet)  COMP
 PP1683  MODELED GRAV-     980,455.1   (mgal)                       NAVD 88
 PP1683
 PP1683  HORZ ORDER  -  FIRST
 PP1683  VERT ORDER  -  SECOND    CLASS I
 PP1683  ELLP ORDER  -  FOURTH    CLASS I
 PP1683
 PP1683.The horizontal coordinates were established by GPS observations
 PP1683.and adjusted by the MN DEPT OF TRANSP in August 2002..
 PP1683
 PP1683.The orthometric height was determined by differential leveling
 PP1683.and adjusted by the National Geodetic Survey in June 1991..
 PP1683
 PP1683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1683
 PP1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1683
 PP1683.The ellipsoidal height was determined by GPS observations
 PP1683.and is referenced to NAD 83.
 PP1683
 PP1683.The geoid height was determined by GEOID03.
 PP1683
 PP1683.The dynamic height is computed by dividing the NAVD 88
 PP1683.geopotential number by the normal gravity value computed on the
 PP1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1683.degrees latitude (g = 980.6199 gals.).
 PP1683
 PP1683.The modeled gravity was interpolated from observed gravity values.
 PP1683
 PP1683;                    North         East     Units Scale Factor Converg.
 PP1683;SPC MN S     -   217,978.007   861,246.437   MT  0.99995165   +0 32 08.9
 PP1683;UTM  15      - 4,878,477.081   481,131.465   MT  0.99960438   -0 09 49.8
 PP1683
 PP1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1683!SPC MN S     -   0.99994929  x   0.99995165  =   0.99990094
 PP1683!UTM  15      -   0.99994929  x   0.99960438  =   0.99955369
 PP1683
 PP1683:                Primary Azimuth Mark                     Grid Az
 PP1683:SPC MN S     -  7408 C                                   089 11 21.3
 PP1683:UTM  15      -  7408 C                                   089 53 20.0
 PP1683
 PP1683|---------------------------------------------------------------------|
 PP1683| PID    Reference Object                     Distance      Geod. Az  |
 PP1683|                                                           dddmmss.s |
 PP1683| PP1684 7408 C                              APPROX. 0.8 KM 0894330.2 |
 PP1683| PP1682 7408 A                              306.798 METERS 27333     |
 PP1683|---------------------------------------------------------------------|
 PP1683
 PP1683                          SUPERSEDED SURVEY CONTROL
 PP1683
 PP1683  NAVD 88 (08/19/02)  351.80   (m)         1154.2    (f) LEVELING    3  
 PP1683  NGVD 29 (??/??/92)  351.778  (m)         1154.12   (f) ADJ UNCH    2 0
 PP1683
 PP1683.Superseded values are not recommended for survey control.
 PP1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1683.See file dsdata.txt to determine how the superseded data were derived.
 PP1683
 PP1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8113178477(NAD 83)
 PP1683_MARKER: DB = BENCH MARK DISK
 PP1683_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1683_SP_SET: BRIDGE ABUTMENT
 PP1683_STAMPING: 7408 B 1971
 PP1683_MARK LOGO: MNHD  
 PP1683_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1683+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 PP1683
 PP1683  HISTORY     - Date     Condition        Report By
 PP1683  HISTORY     - 1971     MONUMENTED       MNHD
 PP1683  HISTORY     - 1986     POOR             USPSQD
 PP1683  HISTORY     - 19911204 GOOD             MNDT
 PP1683  HISTORY     - 19990606 GOOD             MNDT
 PP1683  HISTORY     - 20000917 GOOD             MNDT
 PP1683
 PP1683                          STATION DESCRIPTION
 PP1683
 PP1683'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1683'2.5 MI S FROM OWATONNA.
 PP1683'MARK IS LOCATED 2.5 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 PP1683'35 AND T.H. 14 IN OWATONNA, THENCE, 0.75 MILES EAST ALONG T.H. 218,
 PP1683'0.4 MILES WEST OF T.H. 65, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 PP1683'74004, EASTBOUND T.H. 218 OVER THE STRAIGHT RIVER.  NE 1/4 SECTION 21,
 PP1683'T 107N, R 20W.
 PP1683
 PP1683                          STATION RECOVERY (1986)
 PP1683
 PP1683'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1683'MARK RECOVERED IN POOR CONDITION.
 PP1683
 PP1683                          STATION RECOVERY (1991)
 PP1683
 PP1683'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 PP1683'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PP1683
 PP1683                          STATION RECOVERY (1999)
 PP1683
 PP1683'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 PP1683'RECOVERED AS DESCRIBED.
 PP1683
 PP1683                          STATION RECOVERY (2000)
 PP1683
 PP1683'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 PP1683'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 PP1683'0.4 MI (0.6 KM) WEST OF CO RD 45.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1684 ***********************************************************************
 PP1684  DESIGNATION -  7408 C
 PP1684  PID         -  PP1684
 PP1684  STATE/COUNTY-  MN/STEELE
 PP1684  USGS QUAD   -  OWATONNA (1962)
 PP1684
 PP1684                         *CURRENT SURVEY CONTROL
 PP1684  ___________________________________________________________________
 PP1684* NAD 83(1996)-  44 03 33.30272(N)    093 13 33.76740(W)     ADJUSTED  
 PP1684* NAVD 88     -       373.161  (meters)    1224.28   (feet)  ADJUSTED  
 PP1684  ___________________________________________________________________
 PP1684  X           -    -258,368.656 (meters)                     COMP
 PP1684  Y           -  -4,583,872.736 (meters)                     COMP
 PP1684  Z           -   4,413,064.815 (meters)                     COMP
 PP1684  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 PP1684  ELLIP HEIGHT-         344.81  (meters)          (08/19/02) GPS OBS
 PP1684  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 PP1684  DYNAMIC HT  -         373.104 (meters)    1224.09  (feet)  COMP
 PP1684  MODELED GRAV-     980,455.2   (mgal)                       NAVD 88
 PP1684
 PP1684  HORZ ORDER  -  FIRST
 PP1684  VERT ORDER  -  SECOND    CLASS I
 PP1684  ELLP ORDER  -  FOURTH    CLASS I
 PP1684
 PP1684.The horizontal coordinates were established by GPS observations
 PP1684.and adjusted by the MN DEPT OF TRANSP in August 2002..
 PP1684
 PP1684.The orthometric height was determined by differential leveling
 PP1684.and adjusted by the National Geodetic Survey in June 1991..
 PP1684
 PP1684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1684
 PP1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP1684
 PP1684.The ellipsoidal height was determined by GPS observations
 PP1684.and is referenced to NAD 83.
 PP1684
 PP1684.The geoid height was determined by GEOID03.
 PP1684
 PP1684.The dynamic height is computed by dividing the NAVD 88
 PP1684.geopotential number by the normal gravity value computed on the
 PP1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1684.degrees latitude (g = 980.6199 gals.).
 PP1684
 PP1684.The modeled gravity was interpolated from observed gravity values.
 PP1684
 PP1684;                    North         East     Units Scale Factor Converg.
 PP1684;SPC MN S     -   217,988.815   862,010.130   MT  0.99995165   +0 32 32.9
 PP1684;UTM  15      - 4,878,478.562   481,894.967   MT  0.99960403   -0 09 25.9
 PP1684
 PP1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1684!SPC MN S     -   0.99994594  x   0.99995165  =   0.99989759
 PP1684!UTM  15      -   0.99994594  x   0.99960403  =   0.99954999
 PP1684
 PP1684:                Primary Azimuth Mark                     Grid Az
 PP1684:SPC MN S     -  7408 B                                   269 11 21.2
 PP1684:UTM  15      -  7408 B                                   269 53 20.0
 PP1684
 PP1684|---------------------------------------------------------------------|
 PP1684| PID    Reference Object                     Distance      Geod. Az  |
 PP1684|                                                           dddmmss.s |
 PP1684| PP1683 7408 B                              APPROX. 0.8 KM 2694354.1 |
 PP1684|---------------------------------------------------------------------|
 PP1684
 PP1684                          SUPERSEDED SURVEY CONTROL
 PP1684
 PP1684  NAVD 88 (08/19/02)  373.16   (m)         1224.3    (f) LEVELING    3  
 PP1684  NGVD 29 (??/??/92)  373.143  (m)         1224.22   (f) ADJ UNCH    2 0
 PP1684
 PP1684.Superseded values are not recommended for survey control.
 PP1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1684.See file dsdata.txt to determine how the superseded data were derived.
 PP1684
 PP1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8189578479(NAD 83)
 PP1684_MARKER: DB = BENCH MARK DISK
 PP1684_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1684_SP_SET: BRIDGE ABUTMENT
 PP1684_STAMPING: 7408 C 1971
 PP1684_MARK LOGO: MNHD  
 PP1684_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1684+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 PP1684
 PP1684  HISTORY     - Date     Condition        Report By
 PP1684  HISTORY     - 1971     MONUMENTED       MNHD
 PP1684  HISTORY     - 1986     GOOD             USPSQD
 PP1684  HISTORY     - 19911204 GOOD             MNDT
 PP1684  HISTORY     - 19960821 GOOD             USPSQD
 PP1684  HISTORY     - 19990606 GOOD             MNDT
 PP1684  HISTORY     - 20000917 GOOD             MNDT
 PP1684
 PP1684                          STATION DESCRIPTION
 PP1684
 PP1684'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1684'2.5 MI S FROM OWATONNA.
 PP1684'MARK IS LOCATED 2.5 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 PP1684'35 AND T.H. 14 IN OWATONNA, THENCE, 1.2 MILES EAST ALONG T.H. 218, IN
 PP1684'THE SOUTHEAST CORNER OF BRIDGE NO. 74005, COUNTY ROAD 45 (CEDAR
 PP1684'AVENUE) OVER T.H. 218.  NW 1/4 SECTION 22, T 107N, R 20W.  NOTE--
 PP1684'COUNTY ROAD 45 (CEDAR AVENUE) IS OLD T.H. 65.
 PP1684
 PP1684                          STATION RECOVERY (1986)
 PP1684
 PP1684'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1684'RECOVERED IN GOOD CONDITION.
 PP1684
 PP1684                          STATION RECOVERY (1991)
 PP1684
 PP1684'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 PP1684'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PP1684
 PP1684                          STATION RECOVERY (1996)
 PP1684
 PP1684'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP1684'RECOVERED IN GOOD CONDITION.
 PP1684
 PP1684                          STATION RECOVERY (1999)
 PP1684
 PP1684'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 PP1684'RECOVERED AS DESCRIBED.
 PP1684
 PP1684                          STATION RECOVERY (2000)
 PP1684
 PP1684'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 PP1684'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI4444 ***********************************************************************
 AI4444  DESIGNATION -  7408 D
 AI4444  PID         -  AI4444
 AI4444  STATE/COUNTY-  MN/STEELE
 AI4444  USGS QUAD   -  BLOOMING PRAIRIE (1967)
 AI4444
 AI4444                         *CURRENT SURVEY CONTROL
 AI4444  ___________________________________________________________________
 AI4444* NAD 83(1986)-  43 51 48.     (N)    093 02 56.     (W)     SCALED    
 AI4444* NAVD 88     -       391.318  (meters)    1283.85   (feet)  ADJUSTED  
 AI4444  ___________________________________________________________________
 AI4444  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AI4444  DYNAMIC HT  -         391.249 (meters)    1283.62  (feet)  COMP
 AI4444  MODELED GRAV-     980,428.6   (mgal)                       NAVD 88
 AI4444
 AI4444  VERT ORDER  -  SECOND    CLASS I
 AI4444
 AI4444.The horizontal coordinates were scaled from a topographic map and have
 AI4444.an estimated accuracy of +/- 6 seconds.
 AI4444
 AI4444.The orthometric height was determined by differential leveling
 AI4444.and adjusted by the National Geodetic Survey in December 2004..
 AI4444
 AI4444.The geoid height was determined by GEOID03.
 AI4444
 AI4444.The dynamic height is computed by dividing the NAVD 88
 AI4444.geopotential number by the normal gravity value computed on the
 AI4444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4444.degrees latitude (g = 980.6199 gals.).
 AI4444
 AI4444.The modeled gravity was interpolated from observed gravity values.
 AI4444
 AI4444;                    North         East    Units  Estimated Accuracy
 AI4444;SPC MN S     -   196,370.      876,460.      MT  (+/- 180 meters Scaled)
 AI4444
 AI4444                          SUPERSEDED SURVEY CONTROL
 AI4444
 AI4444.No superseded survey control is available for this station.
 AI4444
 AI4444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ960566(NAD 83)
 AI4444_MARKER: DB = BENCH MARK DISK
 AI4444_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI4444_STAMPING: 7408 D 1977
 AI4444_MARK LOGO: MNDT  
 AI4444_PROJECTION: FLUSH
 AI4444_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4444+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1991
 AI4444_ROD/PIPE-DEPTH:  8.5 meters
 AI4444
 AI4444  HISTORY     - Date     Condition        Report By
 AI4444  HISTORY     - 1977     MONUMENTED       MNDT
 AI4444  HISTORY     - 19911203 GOOD             MNDT
 AI4444
 AI4444                          STATION DESCRIPTION
 AI4444
 AI4444'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4444'0.6 MI (1.0 KM) SOUTH OF BLOOMING PRAIRIE, 0.6 MI (1.0 KM) SOUTH ALONG
 AI4444'TH 218 FROM SOUTH JCT OF TH 218 AND TH 30 IN BLOOMING PRAIRIE, AT TH
 AI4444'218 MP 28.2, 50.0 FT (15.2 M) WEST OF TH 218, 34.0 FT (10.4 M) NORTH
 AI4444'OF 4TH ST SE, 2.0 FT (0.6 M) NORTH OF P-POLE, 1.0 FT (0.3 M) SOUTH OF
 AI4444'WIT POST. MARK IS STANDARD MNDT DISK ON 28 FT (8.5 M) OF DRIVEN ROD,
 AI4444'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI4443 ***********************************************************************
 AI4443  DESIGNATION -  7408 E
 AI4443  PID         -  AI4443
 AI4443  STATE/COUNTY-  MN/STEELE
 AI4443  USGS QUAD   -  BIXBY (1967)
 AI4443
 AI4443                         *CURRENT SURVEY CONTROL
 AI4443  ___________________________________________________________________
 AI4443* NAD 83(1986)-  43 52 42.     (N)    093 03 24.     (W)     SCALED    
 AI4443* NAVD 88     -       393.705  (meters)    1291.68   (feet)  ADJUSTED  
 AI4443  ___________________________________________________________________
 AI4443  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 AI4443  DYNAMIC HT  -         393.636 (meters)    1291.45  (feet)  COMP
 AI4443  MODELED GRAV-     980,430.7   (mgal)                       NAVD 88
 AI4443
 AI4443  VERT ORDER  -  SECOND    CLASS I
 AI4443
 AI4443.The horizontal coordinates were scaled from a topographic map and have
 AI4443.an estimated accuracy of +/- 6 seconds.
 AI4443
 AI4443.The orthometric height was determined by differential leveling
 AI4443.and adjusted by the National Geodetic Survey in December 2004..
 AI4443
 AI4443.The geoid height was determined by GEOID03.
 AI4443
 AI4443.The dynamic height is computed by dividing the NAVD 88
 AI4443.geopotential number by the normal gravity value computed on the
 AI4443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4443.degrees latitude (g = 980.6199 gals.).
 AI4443
 AI4443.The modeled gravity was interpolated from observed gravity values.
 AI4443
 AI4443;                    North         East    Units  Estimated Accuracy
 AI4443;SPC MN S     -   198,030.      875,810.      MT  (+/- 180 meters Scaled)
 AI4443
 AI4443                          SUPERSEDED SURVEY CONTROL
 AI4443
 AI4443.No superseded survey control is available for this station.
 AI4443
 AI4443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ954583(NAD 83)
 AI4443_MARKER: DB = BENCH MARK DISK
 AI4443_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI4443_STAMPING: 7408 E 1977
 AI4443_MARK LOGO: MNDT  
 AI4443_PROJECTION: FLUSH
 AI4443_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4443+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1991
 AI4443_ROD/PIPE-DEPTH:  9.8 meters
 AI4443
 AI4443  HISTORY     - Date     Condition        Report By
 AI4443  HISTORY     - 1977     MONUMENTED       MNDT
 AI4443  HISTORY     - 19911203 GOOD             MNDT
 AI4443
 AI4443                          STATION DESCRIPTION
 AI4443
 AI4443'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4443'IN BLOOMING PRAIRIE, AT NORTH JCT OF TH 218 AND TH 30 IN BLOOMING
 AI4443'PRAIRIE, AT TH 218 MP 29.3, 68.0 FT (20.7 M) SOUTH OF TH 30, 62.0 FT
 AI4443'(18.9 M) WEST OF TH 218, 3.3 FT (1.0 M) NORTH OF P-POLE, 1.1 FT (0.3
 AI4443'M) SOUTH OF WIT POST. MARK IS STANDARD MNDT DISK ON 32 FT (9.8 M) OF
 AI4443'DRIVEN ROD, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI4442 ***********************************************************************
 AI4442  DESIGNATION -  7408 F
 AI4442  PID         -  AI4442
 AI4442  STATE/COUNTY-  MN/STEELE
 AI4442  USGS QUAD   -  BIXBY (1967)
 AI4442
 AI4442                         *CURRENT SURVEY CONTROL
 AI4442  ___________________________________________________________________
 AI4442* NAD 83(1986)-  43 53 30.     (N)    093 04 00.     (W)     SCALED    
 AI4442* NAVD 88     -       396.549  (meters)    1301.01   (feet)  ADJUSTED  
 AI4442  ___________________________________________________________________
 AI4442  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AI4442  DYNAMIC HT  -         396.480 (meters)    1300.78  (feet)  COMP
 AI4442  MODELED GRAV-     980,432.5   (mgal)                       NAVD 88
 AI4442
 AI4442  VERT ORDER  -  SECOND    CLASS I
 AI4442
 AI4442.The horizontal coordinates were scaled from a topographic map and have
 AI4442.an estimated accuracy of +/- 6 seconds.
 AI4442
 AI4442.The orthometric height was determined by differential leveling
 AI4442.and adjusted by the National Geodetic Survey in December 2004..
 AI4442
 AI4442.The geoid height was determined by GEOID03.
 AI4442
 AI4442.The dynamic height is computed by dividing the NAVD 88
 AI4442.geopotential number by the normal gravity value computed on the
 AI4442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4442.degrees latitude (g = 980.6199 gals.).
 AI4442
 AI4442.The modeled gravity was interpolated from observed gravity values.
 AI4442
 AI4442;                    North         East    Units  Estimated Accuracy
 AI4442;SPC MN S     -   199,500.      874,990.      MT  (+/- 180 meters Scaled)
 AI4442
 AI4442                          SUPERSEDED SURVEY CONTROL
 AI4442
 AI4442.No superseded survey control is available for this station.
 AI4442
 AI4442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ946598(NAD 83)
 AI4442_MARKER: DB = BENCH MARK DISK
 AI4442_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI4442_STAMPING: 7408 F 1977
 AI4442_MARK LOGO: MNDT  
 AI4442_PROJECTION: FLUSH
 AI4442_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4442+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1991
 AI4442_ROD/PIPE-DEPTH:  9.8 meters
 AI4442
 AI4442  HISTORY     - Date     Condition        Report By
 AI4442  HISTORY     - 1977     MONUMENTED       MNDT
 AI4442  HISTORY     - 19911203 GOOD             MNDT
 AI4442
 AI4442                          STATION DESCRIPTION
 AI4442
 AI4442'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4442'1.1 MI (1.8 KM) NORTH OF BLOOMING PRAIRIE, 2.2 MI (3.5 KM) NORTH ALONG
 AI4442'TH 218 FROM NORTH JCT OF TH 218 AND TH 30 IN BLOOMING PRAIRIE, AT TH
 AI4442'218 MP 30.5, 51.0 FT (15.5 M) WEST OF TH 218, 50.0 FT (15.2 M) EAST OF
 AI4442'TWP RD WEST, 41.0 FT (12.5 M) SOUTH OF TWP RD WEST, 2.0 FT (0.6 M) NW
 AI4442'OF WIT POST. MARK IS STANDARD MNDT DISK ON 32 FT (9.8 M) OF DRIVEN
 AI4442'ROD, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI4441 ***********************************************************************
 AI4441  DESIGNATION -  7408 G
 AI4441  PID         -  AI4441
 AI4441  STATE/COUNTY-  MN/STEELE
 AI4441  USGS QUAD   -  BIXBY (1967)
 AI4441
 AI4441                         *CURRENT SURVEY CONTROL
 AI4441  ___________________________________________________________________
 AI4441* NAD 83(1986)-  43 54 24.     (N)    093 04 30.     (W)     SCALED    
 AI4441* NAVD 88     -       399.162  (meters)    1309.58   (feet)  ADJUSTED  
 AI4441  ___________________________________________________________________
 AI4441  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 AI4441  DYNAMIC HT  -         399.093 (meters)    1309.36  (feet)  COMP
 AI4441  MODELED GRAV-     980,434.0   (mgal)                       NAVD 88
 AI4441
 AI4441  VERT ORDER  -  SECOND    CLASS I
 AI4441
 AI4441.The horizontal coordinates were scaled from a topographic map and have
 AI4441.an estimated accuracy of +/- 6 seconds.
 AI4441
 AI4441.The orthometric height was determined by differential leveling
 AI4441.and adjusted by the National Geodetic Survey in December 2004..
 AI4441
 AI4441.The geoid height was determined by GEOID03.
 AI4441
 AI4441.The dynamic height is computed by dividing the NAVD 88
 AI4441.geopotential number by the normal gravity value computed on the
 AI4441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4441.degrees latitude (g = 980.6199 gals.).
 AI4441
 AI4441.The modeled gravity was interpolated from observed gravity values.
 AI4441
 AI4441;                    North         East    Units  Estimated Accuracy
 AI4441;SPC MN S     -   201,160.      874,300.      MT  (+/- 180 meters Scaled)
 AI4441
 AI4441                          SUPERSEDED SURVEY CONTROL
 AI4441
 AI4441.No superseded survey control is available for this station.
 AI4441
 AI4441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ939615(NAD 83)
 AI4441_MARKER: DB = BENCH MARK DISK
 AI4441_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI4441_STAMPING: 7408 G 1977
 AI4441_MARK LOGO: MNDT  
 AI4441_PROJECTION: PROJECTING 5 CENTIMETERS
 AI4441_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4441+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1991
 AI4441_ROD/PIPE-DEPTH:  9.8 meters
 AI4441
 AI4441  HISTORY     - Date     Condition        Report By
 AI4441  HISTORY     - 1977     MONUMENTED       MNDT
 AI4441  HISTORY     - 19911203 GOOD             MNDT
 AI4441
 AI4441                          STATION DESCRIPTION
 AI4441
 AI4441'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4441'2.2 MI (3.5 KM) NORTH OF BLOOMING PRAIRIE, 2.2 MI (3.5 KM) NORTH ALONG
 AI4441'TH 218 FROM NORTH JCT OF TH 218 AND TH 30 IN BLOOMING PRAIRIE, AT TH
 AI4441'218 MP 31.55, 74.0 FT (22.6 M) WEST OF TH 218, 7.0 FT (2.1 M) EAST OF
 AI4441'FENCE POST, 1.0 FT (0.3 M) SE OF WIT POST. MARK IS STANDARD MNDT DISK
 AI4441'ON 32 FT (9.8 M) OF DRIVEN ROD, 0.2 FT (6.1 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI4440 ***********************************************************************
 AI4440  DESIGNATION -  7408 H
 AI4440  PID         -  AI4440
 AI4440  STATE/COUNTY-  MN/STEELE
 AI4440  USGS QUAD   -  BIXBY (1967)
 AI4440
 AI4440                         *CURRENT SURVEY CONTROL
 AI4440  ___________________________________________________________________
 AI4440* NAD 83(1986)-  43 55 18.     (N)    093 05 00.     (W)     SCALED    
 AI4440* NAVD 88     -       398.583  (meters)    1307.68   (feet)  ADJUSTED  
 AI4440  ___________________________________________________________________
 AI4440  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 AI4440  DYNAMIC HT  -         398.515 (meters)    1307.46  (feet)  COMP
 AI4440  MODELED GRAV-     980,435.7   (mgal)                       NAVD 88
 AI4440
 AI4440  VERT ORDER  -  SECOND    CLASS I
 AI4440
 AI4440.The horizontal coordinates were scaled from a topographic map and have
 AI4440.an estimated accuracy of +/- 6 seconds.
 AI4440
 AI4440.The orthometric height was determined by differential leveling
 AI4440.and adjusted by the National Geodetic Survey in December 2004..
 AI4440
 AI4440.The geoid height was determined by GEOID03.
 AI4440
 AI4440.The dynamic height is computed by dividing the NAVD 88
 AI4440.geopotential number by the normal gravity value computed on the
 AI4440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4440.degrees latitude (g = 980.6199 gals.).
 AI4440
 AI4440.The modeled gravity was interpolated from observed gravity values.
 AI4440
 AI4440;                    North         East    Units  Estimated Accuracy
 AI4440;SPC MN S     -   202,820.      873,620.      MT  (+/- 180 meters Scaled)
 AI4440
 AI4440                          SUPERSEDED SURVEY CONTROL
 AI4440
 AI4440.No superseded survey control is available for this station.
 AI4440
 AI4440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ933631(NAD 83)
 AI4440_MARKER: DB = BENCH MARK DISK
 AI4440_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI4440_STAMPING: 7408 H 1977
 AI4440_MARK LOGO: MNDT  
 AI4440_PROJECTION: FLUSH
 AI4440_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4440+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1991
 AI4440_ROD/PIPE-DEPTH:  9.8 meters
 AI4440
 AI4440  HISTORY     - Date     Condition        Report By
 AI4440  HISTORY     - 1977     MONUMENTED       MNDT
 AI4440  HISTORY     - 19911204 GOOD             MNDT
 AI4440
 AI4440                          STATION DESCRIPTION
 AI4440
 AI4440'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4440'3.3 MI (5.3 KM) NORTH OF BLOOMING PRAIRIE, 3.3 MI (5.3 KM) NORTH ALONG
 AI4440'TH 218 FROM NORTH JCT OF TH 218 AND TH 30 IN BLOOMING PRAIRIE, AT TH
 AI4440'218 MP 32.65, 75.0 FT (22.9 M) WEST OF TH 218, 54.0 FT (16.5 M) NORTH
 AI4440'OF CO RD 26 WEST, 18.0 FT (5.5 M) NORTH OF P-POLE, 1.2 FT (0.4 M)
 AI4440'NORTH OF WIT POST. MARK IS STANDARD MNDT DISK ON 32 FT (9.8 M) OF
 AI4440'DRIVEN ROD, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI4439 ***********************************************************************
 AI4439  DESIGNATION -  7408 J
 AI4439  PID         -  AI4439
 AI4439  STATE/COUNTY-  MN/STEELE
 AI4439  USGS QUAD   -  BIXBY (1967)
 AI4439
 AI4439                         *CURRENT SURVEY CONTROL
 AI4439  ___________________________________________________________________
 AI4439* NAD 83(1986)-  43 56 06.     (N)    093 05 36.     (W)     SCALED    
 AI4439* NAVD 88     -       389.960  (meters)    1279.39   (feet)  ADJUSTED  
 AI4439  ___________________________________________________________________
 AI4439  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 AI4439  DYNAMIC HT  -         389.894 (meters)    1279.18  (feet)  COMP
 AI4439  MODELED GRAV-     980,437.6   (mgal)                       NAVD 88
 AI4439
 AI4439  VERT ORDER  -  SECOND    CLASS I
 AI4439
 AI4439.The horizontal coordinates were scaled from a topographic map and have
 AI4439.an estimated accuracy of +/- 6 seconds.
 AI4439
 AI4439.The orthometric height was determined by differential leveling
 AI4439.and adjusted by the National Geodetic Survey in December 2004..
 AI4439
 AI4439.The geoid height was determined by GEOID03.
 AI4439
 AI4439.The dynamic height is computed by dividing the NAVD 88
 AI4439.geopotential number by the normal gravity value computed on the
 AI4439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4439.degrees latitude (g = 980.6199 gals.).
 AI4439
 AI4439.The modeled gravity was interpolated from observed gravity values.
 AI4439
 AI4439;                    North         East    Units  Estimated Accuracy
 AI4439;SPC MN S     -   204,290.      872,800.      MT  (+/- 180 meters Scaled)
 AI4439
 AI4439                          SUPERSEDED SURVEY CONTROL
 AI4439
 AI4439.No superseded survey control is available for this station.
 AI4439
 AI4439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ925646(NAD 83)
 AI4439_MARKER: DB = BENCH MARK DISK
 AI4439_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI4439_STAMPING: 7408 J 1977
 AI4439_MARK LOGO: MNDT  
 AI4439_PROJECTION: FLUSH
 AI4439_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4439+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1991
 AI4439_ROD/PIPE-DEPTH:  9.8 meters
 AI4439
 AI4439  HISTORY     - Date     Condition        Report By
 AI4439  HISTORY     - 1977     MONUMENTED       MNDT
 AI4439  HISTORY     - 19911204 GOOD             MNDT
 AI4439
 AI4439                          STATION DESCRIPTION
 AI4439
 AI4439'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4439'4.4 MI (7.1 KM) NORTH OF BLOOMING PRAIRIE, 4.4 MI (7.1 KM) NORTH ALONG
 AI4439'TH 218 FROM NORTH JCT OF TH 218 AND TH 30 IN BLOOMING PRAIRIE, AT TH
 AI4439'218 MP 33.8, 73.0 FT (22.3 M) WEST OF TH 218, 0.8 FT (24.4 CM) SOUTH
 AI4439'OF WIT POST. MARK IS STANDARD MNDT DISK ON 32 FT (9.8 M) OF DRIVEN
 AI4439'ROD, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI4438 ***********************************************************************
 AI4438  SACS        -  This is a Secondary Airport Control Station.
 AI4438  DESIGNATION -  7408 K
 AI4438  PID         -  AI4438
 AI4438  STATE/COUNTY-  MN/STEELE
 AI4438  USGS QUAD   -  BIXBY (1967)
 AI4438
 AI4438                         *CURRENT SURVEY CONTROL
 AI4438  ___________________________________________________________________
 AI4438* NAD 83(1986)-  43 57 01.     (N)    093 06 08.     (W)     SCALED    
 AI4438* NAVD 88     -       394.143  (meters)    1293.12   (feet)  ADJUSTED  
 AI4438  ___________________________________________________________________
 AI4438  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 AI4438  DYNAMIC HT  -         394.077 (meters)    1292.90  (feet)  COMP
 AI4438  MODELED GRAV-     980,439.7   (mgal)                       NAVD 88
 AI4438
 AI4438  VERT ORDER  -  SECOND    CLASS I
 AI4438
 AI4438.This mark is at Donalsonville Airport (17J)
 AI4438
 AI4438.The horizontal coordinates were scaled from a topographic map and have
 AI4438.an estimated accuracy of +/- 6 seconds.
 AI4438
 AI4438.The orthometric height was determined by differential leveling
 AI4438.and adjusted by the National Geodetic Survey in December 2004..
 AI4438
 AI4438.The geoid height was determined by GEOID03.
 AI4438
 AI4438.The dynamic height is computed by dividing the NAVD 88
 AI4438.geopotential number by the normal gravity value computed on the
 AI4438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4438.degrees latitude (g = 980.6199 gals.).
 AI4438
 AI4438.The modeled gravity was interpolated from observed gravity values.
 AI4438
 AI4438;                    North         East    Units  Estimated Accuracy
 AI4438;SPC MN S     -   205,980.      872,060.      MT  (+/- 180 meters Scaled)
 AI4438
 AI4438                          SUPERSEDED SURVEY CONTROL
 AI4438
 AI4438.No superseded survey control is available for this station.
 AI4438
 AI4438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ917663(NAD 83)
 AI4438_MARKER: DB = BENCH MARK DISK
 AI4438_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI4438_STAMPING: 7408 K 1977
 AI4438_MARK LOGO: MNDT  
 AI4438_PROJECTION: FLUSH
 AI4438_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4438+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1991
 AI4438_ROD/PIPE-DEPTH:  9.8 meters
 AI4438
 AI4438  HISTORY     - Date     Condition        Report By
 AI4438  HISTORY     - 1977     MONUMENTED       MNDT
 AI4438  HISTORY     - 19911204 GOOD             MNDT
 AI4438
 AI4438                          STATION DESCRIPTION
 AI4438
 AI4438'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4438'5.6 MI (9.0 KM) NORTH OF BLOOMING PRAIRIE, 5.6 MI (9.0 KM) NORTH ALONG
 AI4438'TH 218 FROM NORTH JCT OF TH 218 AND TH 30 IN BLOOMING PRAIRIE, AT TH
 AI4438'218 MP 34.8, 74.0 FT (22.6 M) WEST OF TH 218, 4.0 FT (1.2 M) NORTH OF
 AI4438'COR FENCE POST, 1.0 FT (0.3 M) SOUTH OF WIT POST. MARK IS STANDARD
 AI4438'MNDT DISK ON 32 FT (9.8 M) OF DRIVEN ROD, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9703 ***********************************************************************
 AG9703  DESIGNATION -  7408 L
 AG9703  PID         -  AG9703
 AG9703  STATE/COUNTY-  MN/STEELE
 AG9703  USGS QUAD   -  STEELE CENTER (1967)
 AG9703
 AG9703                         *CURRENT SURVEY CONTROL
 AG9703  ___________________________________________________________________
 AG9703* NAD 83(1996)-  43 58 44.95702(N)    093 07 36.66754(W)     ADJUSTED  
 AG9703* NAVD 88     -       380.458  (meters)    1248.22   (feet)  ADJUSTED  
 AG9703  ___________________________________________________________________
 AG9703  X           -    -250,769.993 (meters)                     COMP
 AG9703  Y           -  -4,590,493.818 (meters)                     COMP
 AG9703  Z           -   4,406,669.613 (meters)                     COMP
 AG9703  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AG9703  ELLIP HEIGHT-         351.96  (meters)          (03/16/99) GPS OBS
 AG9703  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 AG9703  DYNAMIC HT  -         380.396 (meters)    1248.02  (feet)  COMP
 AG9703  MODELED GRAV-     980,444.7   (mgal)                       NAVD 88
 AG9703
 AG9703  HORZ ORDER  -  SECOND
 AG9703  VERT ORDER  -  SECOND    CLASS I
 AG9703  ELLP ORDER  -  FOURTH    CLASS I
 AG9703
 AG9703.The horizontal coordinates were established by GPS observations
 AG9703.and adjusted by the National Geodetic Survey in March 1999..
 AG9703
 AG9703.The orthometric height was determined by differential leveling
 AG9703.and adjusted by the National Geodetic Survey in December 2004..
 AG9703
 AG9703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9703
 AG9703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9703
 AG9703.The ellipsoidal height was determined by GPS observations
 AG9703.and is referenced to NAD 83.
 AG9703
 AG9703.The geoid height was determined by GEOID03.
 AG9703
 AG9703.The dynamic height is computed by dividing the NAVD 88
 AG9703.geopotential number by the normal gravity value computed on the
 AG9703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9703.degrees latitude (g = 980.6199 gals.).
 AG9703
 AG9703.The modeled gravity was interpolated from observed gravity values.
 AG9703
 AG9703;                    North         East     Units Scale Factor Converg.
 AG9703;SPC MN S     -   209,170.094   870,052.483   MT  0.99996333   +0 36 43.2
 AG9703;UTM  15      - 4,869,565.427   489,826.186   MT  0.99960127   -0 05 17.1
 AG9703
 AG9703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9703!SPC MN S     -   0.99994481  x   0.99996333  =   0.99990815
 AG9703!UTM  15      -   0.99994481  x   0.99960127  =   0.99954611
 AG9703
 AG9703                          SUPERSEDED SURVEY CONTROL
 AG9703
 AG9703  NAD 83(1986)-  43 58 44.94639(N)    093 07 36.66709(W) AD(       ) 2
 AG9703  NAVD 88 (08/07/98)  380.46   (m)         1248.2    (f) LEVELING    3  
 AG9703
 AG9703.Superseded values are not recommended for survey control.
 AG9703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9703.See file dsdata.txt to determine how the superseded data were derived.
 AG9703
 AG9703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8982669565(NAD 83)
 AG9703_MARKER: DB = BENCH MARK DISK
 AG9703_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9703_STAMPING: 7408 L 1977
 AG9703_MARK LOGO: MNDT  
 AG9703_PROJECTION: FLUSH
 AG9703_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9703+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1991
 AG9703_ROD/PIPE-DEPTH:  9.8 meters
 AG9703
 AG9703  HISTORY     - Date     Condition        Report By
 AG9703  HISTORY     - 1977     MONUMENTED       MNDT
 AG9703  HISTORY     - 19911204 GOOD             MNDT
 AG9703
 AG9703                          STATION DESCRIPTION
 AG9703
 AG9703'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AG9703'THE MARK WAS RECOVERED IN GOOD CONDITION. 7.2 MI (11.6 KM) SOUTH OF
 AG9703'OWATONNA, 8.3 MI (13.4 KM) NORTH ALONG TH 218 FROM NORTH JCT OF TH 218
 AG9703'AND TH 30 IN BLOOMING PRAIRIE, AT TH 218 MP 37.3, 76.0 FT (23.2 M)
 AG9703'WEST OF TH 218, 3.0 FT (0.9 M) SE OF COR FENCE POST, 1.0 FT (0.3 M)
 AG9703'SOUTH OF WIT POST. MARK IS STANDARD MNDT DISK ON 32 FT (9.8 M) OF
 AG9703'DRIVEN ROD, FLUSH WITH THE GROUND. RECOVERED AND DESCRIBED BY HILMEN
 AG9703'T. STENSRUD, TYPED BY J.E.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI4435 ***********************************************************************
 AI4435  DESIGNATION -  7408 M
 AI4435  PID         -  AI4435
 AI4435  STATE/COUNTY-  MN/STEELE
 AI4435  USGS QUAD   -  STEELE CENTER (1967)
 AI4435
 AI4435                         *CURRENT SURVEY CONTROL
 AI4435  ___________________________________________________________________
 AI4435* NAD 83(1986)-  43 59 36.     (N)    093 08 12.     (W)     SCALED    
 AI4435* NAVD 88     -       377.849  (meters)    1239.66   (feet)  ADJUSTED  
 AI4435  ___________________________________________________________________
 AI4435  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AI4435  DYNAMIC HT  -         377.788 (meters)    1239.46  (feet)  COMP
 AI4435  MODELED GRAV-     980,447.3   (mgal)                       NAVD 88
 AI4435
 AI4435  VERT ORDER  -  SECOND    CLASS I
 AI4435
 AI4435.The horizontal coordinates were scaled from a topographic map and have
 AI4435.an estimated accuracy of +/- 6 seconds.
 AI4435
 AI4435.The orthometric height was determined by differential leveling
 AI4435.and adjusted by the National Geodetic Survey in December 2004..
 AI4435
 AI4435.The geoid height was determined by GEOID03.
 AI4435
 AI4435.The dynamic height is computed by dividing the NAVD 88
 AI4435.geopotential number by the normal gravity value computed on the
 AI4435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4435.degrees latitude (g = 980.6199 gals.).
 AI4435
 AI4435.The modeled gravity was interpolated from observed gravity values.
 AI4435
 AI4435;                    North         East    Units  Estimated Accuracy
 AI4435;SPC MN S     -   210,740.      869,250.      MT  (+/- 180 meters Scaled)
 AI4435
 AI4435                          SUPERSEDED SURVEY CONTROL
 AI4435
 AI4435.No superseded survey control is available for this station.
 AI4435
 AI4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ890711(NAD 83)
 AI4435_MARKER: DB = BENCH MARK DISK
 AI4435_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI4435_STAMPING: 7408 M 1977
 AI4435_MARK LOGO: MNDT  
 AI4435_PROJECTION: RECESSED 10 CENTIMETERS
 AI4435_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4435+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1991
 AI4435_ROD/PIPE-DEPTH:  7.3 meters
 AI4435
 AI4435  HISTORY     - Date     Condition        Report By
 AI4435  HISTORY     - 1977     MONUMENTED       MNDT
 AI4435  HISTORY     - 19911204 GOOD             MNDT
 AI4435
 AI4435                          STATION DESCRIPTION
 AI4435
 AI4435'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4435'6.1 MI (9.8 KM) SOUTH OF OWATONNA, 5.0 MI (8.0 KM) SOUTH ALONG TH 218
 AI4435'FROM JCT OF TH 218 AND TH 14, AT TH 218 MP 38.4, 56.0 FT (17.1 M) EAST
 AI4435'OF TH 218, ABOUT 200 FT (61.0 M) NORTH OF CO RD 3 WEST, 44.0 FT (13.4
 AI4435'M) WEST OF RR TRACKS, 1.0 FT (0.3 M) NORTH OF WIT POST. MARK IS
 AI4435'STANDARD MNDT DISK ON 24 FT (7.3 M) OF DRIVEN ROD, 0.4 FT (12.2 CM)
 AI4435'BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI4434 ***********************************************************************
 AI4434  DESIGNATION -  7408 N
 AI4434  PID         -  AI4434
 AI4434  STATE/COUNTY-  MN/STEELE
 AI4434  USGS QUAD   -  OWATONNA (1962)
 AI4434
 AI4434                         *CURRENT SURVEY CONTROL
 AI4434  ___________________________________________________________________
 AI4434* NAD 83(1986)-  44 00 29.     (N)    093 08 51.     (W)     SCALED    
 AI4434* NAVD 88     -       370.467  (meters)    1215.44   (feet)  ADJUSTED  
 AI4434  ___________________________________________________________________
 AI4434  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AI4434  DYNAMIC HT  -         370.408 (meters)    1215.25  (feet)  COMP
 AI4434  MODELED GRAV-     980,445.8   (mgal)                       NAVD 88
 AI4434
 AI4434  VERT ORDER  -  SECOND    CLASS I
 AI4434
 AI4434.The horizontal coordinates were scaled from a topographic map and have
 AI4434.an estimated accuracy of +/- 6 seconds.
 AI4434
 AI4434.The orthometric height was determined by differential leveling
 AI4434.and adjusted by the National Geodetic Survey in December 2004..
 AI4434
 AI4434.The geoid height was determined by GEOID03.
 AI4434
 AI4434.The dynamic height is computed by dividing the NAVD 88
 AI4434.geopotential number by the normal gravity value computed on the
 AI4434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4434.degrees latitude (g = 980.6199 gals.).
 AI4434
 AI4434.The modeled gravity was interpolated from observed gravity values.
 AI4434
 AI4434;                    North         East    Units  Estimated Accuracy
 AI4434;SPC MN S     -   212,360.      868,360.      MT  (+/- 180 meters Scaled)
 AI4434
 AI4434                          SUPERSEDED SURVEY CONTROL
 AI4434
 AI4434.No superseded survey control is available for this station.
 AI4434
 AI4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ881727(NAD 83)
 AI4434_MARKER: DB = BENCH MARK DISK
 AI4434_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI4434_STAMPING: 7408 N 1977
 AI4434_MARK LOGO: MNDT  
 AI4434_PROJECTION: FLUSH
 AI4434_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4434+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1991
 AI4434_ROD/PIPE-DEPTH:  9.1 meters
 AI4434
 AI4434  HISTORY     - Date     Condition        Report By
 AI4434  HISTORY     - 1977     MONUMENTED       MNDT
 AI4434  HISTORY     - 19911204 GOOD             MNDT
 AI4434
 AI4434                          STATION DESCRIPTION
 AI4434
 AI4434'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4434'5 MI (8.0 KM) SOUTH OF OWATONNA, 3.9 MI (6.3 KM) SOUTH ALONG TH 218
 AI4434'FROM JCT OF TH 218 AND TH 14, AT TH 218 MP 39.5, 71.0 FT (21.6 M) WEST
 AI4434'OF TH 218, 52.0 FT (15.8 M) SW OF BOX CULVERT, 11.0 FT (3.4 M) NE OF
 AI4434'FENCE COR, 10.0 FT (3.0 M) EAST OF P-POLE, 1.0 FT (0.3 M) SOUTH OF WIT
 AI4434'POST. MARK IS STANDARD MNDT DISK ON 30 FT (9.1 M) OF DRIVEN ROD, FLUSH
 AI4434'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI4433 ***********************************************************************
 AI4433  DESIGNATION -  7408 P
 AI4433  PID         -  AI4433
 AI4433  STATE/COUNTY-  MN/STEELE
 AI4433  USGS QUAD   -  OWATONNA (1962)
 AI4433
 AI4433                         *CURRENT SURVEY CONTROL
 AI4433  ___________________________________________________________________
 AI4433* NAD 83(1986)-  44 01 24.     (N)    093 09 41.     (W)     SCALED    
 AI4433* NAVD 88     -       374.078  (meters)    1227.29   (feet)  ADJUSTED  
 AI4433  ___________________________________________________________________
 AI4433  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 AI4433  DYNAMIC HT  -         374.018 (meters)    1227.09  (feet)  COMP
 AI4433  MODELED GRAV-     980,448.4   (mgal)                       NAVD 88
 AI4433
 AI4433  VERT ORDER  -  SECOND    CLASS I
 AI4433
 AI4433.The horizontal coordinates were scaled from a topographic map and have
 AI4433.an estimated accuracy of +/- 6 seconds.
 AI4433
 AI4433.The orthometric height was determined by differential leveling
 AI4433.and adjusted by the National Geodetic Survey in December 2004..
 AI4433
 AI4433.The geoid height was determined by GEOID03.
 AI4433
 AI4433.The dynamic height is computed by dividing the NAVD 88
 AI4433.geopotential number by the normal gravity value computed on the
 AI4433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4433.degrees latitude (g = 980.6199 gals.).
 AI4433
 AI4433.The modeled gravity was interpolated from observed gravity values.
 AI4433
 AI4433;                    North         East    Units  Estimated Accuracy
 AI4433;SPC MN S     -   214,050.      867,230.      MT  (+/- 180 meters Scaled)
 AI4433
 AI4433                          SUPERSEDED SURVEY CONTROL
 AI4433
 AI4433.No superseded survey control is available for this station.
 AI4433
 AI4433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ870744(NAD 83)
 AI4433_MARKER: DB = BENCH MARK DISK
 AI4433_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI4433_STAMPING: 7408 P 1977
 AI4433_MARK LOGO: MNDT  
 AI4433_PROJECTION: FLUSH
 AI4433_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4433+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1991
 AI4433_ROD/PIPE-DEPTH:  9.8 meters
 AI4433
 AI4433  HISTORY     - Date     Condition        Report By
 AI4433  HISTORY     - 1977     MONUMENTED       MNDT
 AI4433  HISTORY     - 19911204 GOOD             MNDT
 AI4433
 AI4433                          STATION DESCRIPTION
 AI4433
 AI4433'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4433'3.9 MI (6.3 KM) SOUTH OF OWATONNA, 2.8 MI (4.5 KM) SOUTH ALONG TH 218
 AI4433'FROM JCT OF TH 218 AND TH 14, AT TH 218 MP 40.8, 76.0 FT (23.2 M) WEST
 AI4433'OF TH 218, ABOUT 250 FT (76.2 M) NORTH OF CO RD 6 WEST, 62 FT (18.9 M)
 AI4433'SW OF 10 INCH EVERGREEN TREE, 0.5 FT (15.2 CM) ESE OF CABLE MARKER
 AI4433'POST, 3.0 FT (0.9 M) SOUTH OF WIT POST. MARK IS STANDARD MNDT DISK ON
 AI4433'32 FT (9.8 M) OF DRIVEN ROD, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI4432 ***********************************************************************
 AI4432  DESIGNATION -  7408 Q
 AI4432  PID         -  AI4432
 AI4432  STATE/COUNTY-  MN/STEELE
 AI4432  USGS QUAD   -  OWATONNA (1962)
 AI4432
 AI4432                         *CURRENT SURVEY CONTROL
 AI4432  ___________________________________________________________________
 AI4432* NAD 83(1986)-  44 02 18.     (N)    093 10 18.     (W)     SCALED    
 AI4432* NAVD 88     -       377.245  (meters)    1237.68   (feet)  ADJUSTED  
 AI4432  ___________________________________________________________________
 AI4432  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AI4432  DYNAMIC HT  -         377.186 (meters)    1237.48  (feet)  COMP
 AI4432  MODELED GRAV-     980,451.0   (mgal)                       NAVD 88
 AI4432
 AI4432  VERT ORDER  -  SECOND    CLASS I
 AI4432
 AI4432.The horizontal coordinates were scaled from a topographic map and have
 AI4432.an estimated accuracy of +/- 6 seconds.
 AI4432
 AI4432.The orthometric height was determined by differential leveling
 AI4432.and adjusted by the National Geodetic Survey in December 2004..
 AI4432
 AI4432.The geoid height was determined by GEOID03.
 AI4432
 AI4432.The dynamic height is computed by dividing the NAVD 88
 AI4432.geopotential number by the normal gravity value computed on the
 AI4432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4432.degrees latitude (g = 980.6199 gals.).
 AI4432
 AI4432.The modeled gravity was interpolated from observed gravity values.
 AI4432
 AI4432;                    North         East    Units  Estimated Accuracy
 AI4432;SPC MN S     -   215,710.      866,390.      MT  (+/- 180 meters Scaled)
 AI4432
 AI4432                          SUPERSEDED SURVEY CONTROL
 AI4432
 AI4432.No superseded survey control is available for this station.
 AI4432
 AI4432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ862761(NAD 83)
 AI4432_MARKER: DB = BENCH MARK DISK
 AI4432_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI4432_STAMPING: 7408 Q 1977
 AI4432_MARK LOGO: MNDT  
 AI4432_PROJECTION: RECESSED 3 CENTIMETERS
 AI4432_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4432+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1991
 AI4432_ROD/PIPE-DEPTH:  9.8 meters
 AI4432
 AI4432  HISTORY     - Date     Condition        Report By
 AI4432  HISTORY     - 1977     MONUMENTED       MNDT
 AI4432  HISTORY     - 19911204 GOOD             MNDT
 AI4432
 AI4432                          STATION DESCRIPTION
 AI4432
 AI4432'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4432'2.8 MI (4.5 KM) SOUTH OF OWATONNA, 1.7 MI (2.7 KM) SOUTH ALONG TH 218
 AI4432'FROM JCT OF TH 218 AND TH 14, AT TH 218 MP 41.9, 68.0 FT (20.7 M) WEST
 AI4432'OF TH 218, 50 FT (15.2 M) NORTH OF CO RD 60 WEST, 4.0 FT (1.2 M) NORTH
 AI4432'OF P-POLE, 1.0 FT (0.3 M) SOUTH OF WIT POST. MARK IS STANDARD MNDT
 AI4432'DISK ON 32 FT (9.8 M) OF DRIVEN ROD, 0.1 FT (3.0 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9699 ***********************************************************************
 AG9699  DESIGNATION -  7408 R
 AG9699  PID         -  AG9699
 AG9699  STATE/COUNTY-  MN/STEELE
 AG9699  USGS QUAD   -  OWATONNA (1962)
 AG9699
 AG9699                         *CURRENT SURVEY CONTROL
 AG9699  ___________________________________________________________________
 AG9699* NAD 83(1996)-  44 03 04.29331(N)    093 10 59.54750(W)     ADJUSTED  
 AG9699* NAVD 88     -       376.814  (meters)    1236.26   (feet)  ADJUSTED  
 AG9699  ___________________________________________________________________
 AG9699  X           -    -254,976.036 (meters)                     COMP
 AG9699  Y           -  -4,584,688.906 (meters)                     COMP
 AG9699  Z           -   4,412,423.829 (meters)                     COMP
 AG9699  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AG9699  ELLIP HEIGHT-         348.44  (meters)          (03/16/99) GPS OBS
 AG9699  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AG9699  DYNAMIC HT  -         376.756 (meters)    1236.07  (feet)  COMP
 AG9699  MODELED GRAV-     980,453.3   (mgal)                       NAVD 88
 AG9699
 AG9699  HORZ ORDER  -  SECOND
 AG9699  VERT ORDER  -  SECOND    CLASS I
 AG9699  ELLP ORDER  -  FOURTH    CLASS I
 AG9699
 AG9699.The horizontal coordinates were established by GPS observations
 AG9699.and adjusted by the National Geodetic Survey in March 1999..
 AG9699
 AG9699.The orthometric height was determined by differential leveling
 AG9699.and adjusted by the National Geodetic Survey in December 2004..
 AG9699
 AG9699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9699
 AG9699.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9699
 AG9699.The ellipsoidal height was determined by GPS observations
 AG9699.and is referenced to NAD 83.
 AG9699
 AG9699.The geoid height was determined by GEOID03.
 AG9699
 AG9699.The dynamic height is computed by dividing the NAVD 88
 AG9699.geopotential number by the normal gravity value computed on the
 AG9699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9699.degrees latitude (g = 980.6199 gals.).
 AG9699
 AG9699.The modeled gravity was interpolated from observed gravity values.
 AG9699
 AG9699;                    North         East     Units Scale Factor Converg.
 AG9699;SPC MN S     -   217,126.929   865,451.268   MT  0.99995274   +0 34 21.0
 AG9699;UTM  15      - 4,877,575.028   485,324.125   MT  0.99960265   -0 07 38.6
 AG9699
 AG9699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9699!SPC MN S     -   0.99994537  x   0.99995274  =   0.99989811
 AG9699!UTM  15      -   0.99994537  x   0.99960265  =   0.99954804
 AG9699
 AG9699                          SUPERSEDED SURVEY CONTROL
 AG9699
 AG9699  NAD 83(1986)-  44 03 04.28276(N)    093 10 59.54686(W) AD(       ) 2
 AG9699  NAVD 88 (08/07/98)  376.81   (m)         1236.3    (f) LEVELING    3  
 AG9699
 AG9699.Superseded values are not recommended for survey control.
 AG9699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9699.See file dsdata.txt to determine how the superseded data were derived.
 AG9699
 AG9699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8532477575(NAD 83)
 AG9699_MARKER: DB = BENCH MARK DISK
 AG9699_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9699_STAMPING: 7408 R 1977
 AG9699_MARK LOGO: MNDT  
 AG9699_PROJECTION: RECESSED 5 CENTIMETERS
 AG9699_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9699+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1991
 AG9699_ROD/PIPE-DEPTH:  9.8 meters
 AG9699
 AG9699  HISTORY     - Date     Condition        Report By
 AG9699  HISTORY     - 1977     MONUMENTED       MNDT
 AG9699  HISTORY     - 19911204 GOOD             MNDT
 AG9699
 AG9699                          STATION DESCRIPTION
 AG9699
 AG9699'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AG9699'THE MARK WAS RECOVERED IN GOOD CONDITION. 1.7 MI (2.7 KM) SOUTH OF
 AG9699'OWATONNA, 0.6 MI (1.0 KM) SOUTH ALONG TH 218 FROM JCT OF TH 218 AND TH
 AG9699'14, AT TH 218 MP 43.0, 73.0 FT (22.3 M) EAST OF TH 218, 132.0 FT (40.2
 AG9699'M) SOUTH OF TWP RD WEST, 100.0 FT (30.5 M) SE OF P-POLE, 1.5 FT (0.5
 AG9699'M) NORTH OF WIT POST. MARK IS STANDARD MNDT DISK ON 32 FT (9.8 M) OF
 AG9699'DRIVEN ROD, 0.2 FT (6.1 CM) BELOW THE GROUND. RECOVERED AND DESCRIBED
 AG9699'BY HILMEN T. STENSRUD, TYPED BY J.E.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI4437 ***********************************************************************
 AI4437  DESIGNATION -  7408 S
 AI4437  PID         -  AI4437
 AI4437  STATE/COUNTY-  MN/STEELE
 AI4437  USGS QUAD   -  BIXBY (1967)
 AI4437
 AI4437                         *CURRENT SURVEY CONTROL
 AI4437  ___________________________________________________________________
 AI4437* NAD 83(1986)-  43 57 27.     (N)    093 06 21.     (W)     SCALED    
 AI4437* NAVD 88     -       393.618  (meters)    1291.40   (feet)  ADJUSTED  
 AI4437  ___________________________________________________________________
 AI4437  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 AI4437  DYNAMIC HT  -         393.553 (meters)    1291.18  (feet)  COMP
 AI4437  MODELED GRAV-     980,440.8   (mgal)                       NAVD 88
 AI4437
 AI4437  VERT ORDER  -  SECOND    CLASS I
 AI4437
 AI4437.The horizontal coordinates were scaled from a topographic map and have
 AI4437.an estimated accuracy of +/- 6 seconds.
 AI4437
 AI4437.The orthometric height was determined by differential leveling
 AI4437.and adjusted by the National Geodetic Survey in December 2004..
 AI4437
 AI4437.The geoid height was determined by GEOID03.
 AI4437
 AI4437.The dynamic height is computed by dividing the NAVD 88
 AI4437.geopotential number by the normal gravity value computed on the
 AI4437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4437.degrees latitude (g = 980.6199 gals.).
 AI4437
 AI4437.The modeled gravity was interpolated from observed gravity values.
 AI4437
 AI4437;                    North         East    Units  Estimated Accuracy
 AI4437;SPC MN S     -   206,780.      871,770.      MT  (+/- 180 meters Scaled)
 AI4437
 AI4437                          SUPERSEDED SURVEY CONTROL
 AI4437
 AI4437.No superseded survey control is available for this station.
 AI4437
 AI4437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ915671(NAD 83)
 AI4437_MARKER: DV = VERTICAL CONTROL DISK
 AI4437_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI4437_STAMPING: 7408 S 1991
 AI4437_MARK LOGO: MNDT  
 AI4437_PROJECTION: RECESSED 3 CENTIMETERS
 AI4437_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4437+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AI4437_ROD/PIPE-DEPTH: 15.2 meters
 AI4437
 AI4437  HISTORY     - Date     Condition        Report By
 AI4437  HISTORY     - 1991     MONUMENTED       MNDT
 AI4437
 AI4437                          STATION DESCRIPTION
 AI4437
 AI4437'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4437'7 MI (11.3 KM) NW OF BLOOMING PRAIRIE, 6.25 MI (10.06 KM) NORTH ALONG
 AI4437'TH 218 FROM NORTH JCT OF TH 218 AND TH 30 IN BLOOMING PRAIRIE, AT TH
 AI4437'218 MP 35.35, 89.0 FT (27.1 M) NE OF TH 218, 15.5 FT (4.7 M) SOUTH OF
 AI4437'GRAVEL PIT, 8.5 FT (2.6 M) SW OF WEST RAIL OF RR TRACKS, 70.5 FT (21.5
 AI4437'M) SW OF T-POLE, 1.6 FT (0.5 M) ENE OF STOP SIGN, 2.2 FT (0.7 M) SE OF
 AI4437'WIT POST. MARK IS STANDARD MNDT DISK ON 50 FT (15.2 M) OF DRIVEN ROD,
 AI4437'0.1 FT (3.0 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI4431 ***********************************************************************
 AI4431  DESIGNATION -  7408 T
 AI4431  PID         -  AI4431
 AI4431  STATE/COUNTY-  MN/STEELE
 AI4431  USGS QUAD   -  OWATONNA (1962)
 AI4431
 AI4431                         *CURRENT SURVEY CONTROL
 AI4431  ___________________________________________________________________
 AI4431* NAD 83(1986)-  44 03 36.     (N)    093 11 18.     (W)     SCALED    
 AI4431* NAVD 88     -       380.464  (meters)    1248.24   (feet)  ADJUSTED  
 AI4431  ___________________________________________________________________
 AI4431  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AI4431  DYNAMIC HT  -         380.406 (meters)    1248.05  (feet)  COMP
 AI4431  MODELED GRAV-     980,454.9   (mgal)                       NAVD 88
 AI4431
 AI4431  VERT ORDER  -  SECOND    CLASS I
 AI4431
 AI4431.The horizontal coordinates were scaled from a topographic map and have
 AI4431.an estimated accuracy of +/- 6 seconds.
 AI4431
 AI4431.The orthometric height was determined by differential leveling
 AI4431.and adjusted by the National Geodetic Survey in December 2004..
 AI4431
 AI4431.The geoid height was determined by GEOID03.
 AI4431
 AI4431.The dynamic height is computed by dividing the NAVD 88
 AI4431.geopotential number by the normal gravity value computed on the
 AI4431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4431.degrees latitude (g = 980.6199 gals.).
 AI4431
 AI4431.The modeled gravity was interpolated from observed gravity values.
 AI4431
 AI4431;                    North         East    Units  Estimated Accuracy
 AI4431;SPC MN S     -   218,100.      865,030.      MT  (+/- 180 meters Scaled)
 AI4431
 AI4431                          SUPERSEDED SURVEY CONTROL
 AI4431
 AI4431.No superseded survey control is available for this station.
 AI4431
 AI4431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ849785(NAD 83)
 AI4431_MARKER: DV = VERTICAL CONTROL DISK
 AI4431_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI4431_SP_SET: BRIDGE ABUTMENT
 AI4431_STAMPING: 7408 T 1991
 AI4431_MARK LOGO: MNDT  
 AI4431_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI4431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI4431+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 AI4431
 AI4431  HISTORY     - Date     Condition        Report By
 AI4431  HISTORY     - 1991     MONUMENTED       MNDT
 AI4431  HISTORY     - 20000917 GOOD             MNDT
 AI4431
 AI4431                          STATION DESCRIPTION
 AI4431
 AI4431'DESCRIBED BY MN DEPT OF TRANSP 1991
 AI4431'1.5 MI (2.4 KM) SE OF OWATONNA IN THE SE COR OF TH 14 BRDG NO 74010
 AI4431'OVER CO RD 48, AT TH 14 MP 176.75, 32.0 FT (9.8 M) SSE OF TH 14.
 AI4431
 AI4431                          STATION RECOVERY (2000)
 AI4431
 AI4431'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AI4431'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1771 ***********************************************************************
 PP1771  DESIGNATION -  741
 PP1771  PID         -  PP1771
 PP1771  STATE/COUNTY-  MN/LE SUEUR
 PP1771  USGS QUAD   -  HENDERSON (1981)
 PP1771
 PP1771                         *CURRENT SURVEY CONTROL
 PP1771  ___________________________________________________________________
 PP1771* NAD 83(1986)-  44 31 26.     (N)    093 53 03.     (W)     SCALED    
 PP1771* NAVD 88     -       225.738  (meters)     740.61   (feet)  ADJUSTED  
 PP1771  ___________________________________________________________________
 PP1771  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 PP1771  DYNAMIC HT  -         225.709 (meters)     740.51  (feet)  COMP
 PP1771  MODELED GRAV-     980,488.3   (mgal)                       NAVD 88
 PP1771
 PP1771  VERT ORDER  -  FIRST     CLASS II
 PP1771
 PP1771.The horizontal coordinates were scaled from a topographic map and have
 PP1771.an estimated accuracy of +/- 6 seconds.
 PP1771
 PP1771.The orthometric height was determined by differential leveling
 PP1771.and adjusted by the National Geodetic Survey in June 1991..
 PP1771
 PP1771.The geoid height was determined by GEOID03.
 PP1771
 PP1771.The dynamic height is computed by dividing the NAVD 88
 PP1771.geopotential number by the normal gravity value computed on the
 PP1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1771.degrees latitude (g = 980.6199 gals.).
 PP1771
 PP1771.The modeled gravity was interpolated from observed gravity values.
 PP1771
 PP1771;                    North         East    Units  Estimated Accuracy
 PP1771;SPC MN S     -   269,330.      809,210.      MT  (+/- 180 meters Scaled)
 PP1771
 PP1771                          SUPERSEDED SURVEY CONTROL
 PP1771
 PP1771  NGVD 29 (??/??/92)  225.698  (m)          740.48   (f) ADJ UNCH    1 2
 PP1771
 PP1771.Superseded values are not recommended for survey control.
 PP1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1771.See file dsdata.txt to determine how the superseded data were derived.
 PP1771
 PP1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK297304(NAD 83)
 PP1771_MARKER: X = CHISELED CROSS
 PP1771_SETTING: 0 = UNSPECIFIED SETTING
 PP1771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1771
 PP1771  HISTORY     - Date     Condition        Report By
 PP1771  HISTORY     - UNK      MONUMENTED       USGS
 PP1771  HISTORY     - 1973     GOOD             MNDT
 PP1771  HISTORY     - 1976     GOOD             LOCSUR
 PP1771
 PP1771                          STATION DESCRIPTION
 PP1771
 PP1771'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1771'1.2 MI E FROM HENDERSON.
 PP1771'THE MARK IS 1.1 MILES EAST MEASURED ALONG T.H. 19 FROM THE U.S. POST
 PP1771'OFFICE AT HENDERSON, MINNESOTA, THEN 0.5 MILE SOUTH ALONG THE CHICAGO
 PP1771'AND NORTHWESTERN RAILROAD.  NW 1/4, SEC 7, T 112N, R25W.  NOTE-- 600
 PP1771'FEET SOUTH OF HENDERSON STATION, IN THE WEST END OF THE NORTH ABUTMENT
 PP1771'OF RAILROAD BRIDGE NO. 290.
 PP1771
 PP1771                          STATION RECOVERY (1976)
 PP1771
 PP1771'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1976
 PP1771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TB0073 ***********************************************************************
 TB0073  DESIGNATION -  746.15
 TB0073  PID         -  TB0073
 TB0073  STATE/COUNTY-  MN/ST LOUIS
 TB0073  USGS QUAD   -  ORR NE (1986)
 TB0073
 TB0073                         *CURRENT SURVEY CONTROL
 TB0073  ___________________________________________________________________
 TB0073* NAD 83(1986)-  48 07 47.     (N)    092 50 49.     (W)     SCALED    
 TB0073* NAVD 88     -       409.743  (meters)    1344.30   (feet)  ADJUSTED  
 TB0073  ___________________________________________________________________
 TB0073  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 TB0073  DYNAMIC HT  -         409.811 (meters)    1344.52  (feet)  COMP
 TB0073  MODELED GRAV-     980,765.1   (mgal)                       NAVD 88
 TB0073
 TB0073  VERT ORDER  -  FIRST     CLASS II
 TB0073
 TB0073.The horizontal coordinates were scaled from a topographic map and have
 TB0073.an estimated accuracy of +/- 6 seconds.
 TB0073
 TB0073.The orthometric height was determined by differential leveling
 TB0073.and adjusted by the National Geodetic Survey in June 1991..
 TB0073
 TB0073.The geoid height was determined by GEOID03.
 TB0073
 TB0073.The dynamic height is computed by dividing the NAVD 88
 TB0073.geopotential number by the normal gravity value computed on the
 TB0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0073.degrees latitude (g = 980.6199 gals.).
 TB0073
 TB0073.The modeled gravity was interpolated from observed gravity values.
 TB0073
 TB0073;                    North         East    Units  Estimated Accuracy
 TB0073;SPC MN N     -   281,210.      818,840.      MT  (+/- 180 meters Scaled)
 TB0073
 TB0073                          SUPERSEDED SURVEY CONTROL
 TB0073
 TB0073  NGVD 29 (??/??/92)  409.422  (m)         1343.25   (f) ADJ UNCH    1 2
 TB0073
 TB0073.Superseded values are not recommended for survey control.
 TB0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0073.See file dsdata.txt to determine how the superseded data were derived.
 TB0073
 TB0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP113307(NAD 83)
 TB0073_MARKER: Z = SEE DESCRIPTION
 TB0073_SETTING: 80 = SET IN A BOULDER
 TB0073_SP_SET: BOULDER
 TB0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TB0073+STABILITY: SURFACE MOTION
 TB0073
 TB0073  HISTORY     - Date     Condition        Report By
 TB0073  HISTORY     - UNK      MONUMENTED       DWPRR
 TB0073  HISTORY     - 1933     GOOD             NGS
 TB0073
 TB0073                          STATION DESCRIPTION
 TB0073
 TB0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 TB0073'5.5 MI N FROM ORR.
 TB0073'5.5 MILES NORTH OF BY RAIL.  ALONG THE DULUTH, WINNIPEG AND PACIFIC
 TB0073'RAILWAY, 2830 FEET NORTH OF MILEPOST 121, 50 FEET WEST ON THE WEST
 TB0073'RAIL, PAINTED BM 746.15 ON ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1646 ***********************************************************************
 PP1646  DESIGNATION -  7480 A
 PP1646  PID         -  PP1646
 PP1646  STATE/COUNTY-  MN/STEELE
 PP1646  USGS QUAD   -  OWATONNA (1962)
 PP1646
 PP1646                         *CURRENT SURVEY CONTROL
 PP1646  ___________________________________________________________________
 PP1646* NAD 83(1986)-  44 06 10.     (N)    093 14 41.     (W)     SCALED    
 PP1646* NAVD 88     -       356.493  (meters)    1169.59   (feet)  ADJUSTED  
 PP1646  ___________________________________________________________________
 PP1646  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 PP1646  DYNAMIC HT  -         356.441 (meters)    1169.42  (feet)  COMP
 PP1646  MODELED GRAV-     980,463.6   (mgal)                       NAVD 88
 PP1646
 PP1646  VERT ORDER  -  SECOND    CLASS 0
 PP1646
 PP1646.The horizontal coordinates were scaled from a topographic map and have
 PP1646.an estimated accuracy of +/- 6 seconds.
 PP1646
 PP1646.The orthometric height was determined by differential leveling
 PP1646.and adjusted by the National Geodetic Survey in June 1991..
 PP1646
 PP1646.The geoid height was determined by GEOID03.
 PP1646
 PP1646.The dynamic height is computed by dividing the NAVD 88
 PP1646.geopotential number by the normal gravity value computed on the
 PP1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1646.degrees latitude (g = 980.6199 gals.).
 PP1646
 PP1646.The modeled gravity was interpolated from observed gravity values.
 PP1646
 PP1646;                    North         East    Units  Estimated Accuracy
 PP1646;SPC MN S     -   222,810.      860,470.      MT  (+/- 180 meters Scaled)
 PP1646
 PP1646                          SUPERSEDED SURVEY CONTROL
 PP1646
 PP1646  NGVD 29 (??/??/92)  356.478  (m)         1169.54   (f) ADJ UNCH    2 0
 PP1646
 PP1646.Superseded values are not recommended for survey control.
 PP1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1646.See file dsdata.txt to determine how the superseded data were derived.
 PP1646
 PP1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ804833(NAD 83)
 PP1646_MARKER: DD = SURVEY DISK
 PP1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1646_STAMPING: 7480-A 1970
 PP1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1646+STABILITY: SURFACE MOTION
 PP1646
 PP1646  HISTORY     - Date     Condition        Report By
 PP1646  HISTORY     - 1970     MONUMENTED       MNDT
 PP1646
 PP1646                          STATION DESCRIPTION
 PP1646
 PP1646'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1646'0.5 MI N FROM OWATONNA.
 PP1646'MARK IS LOCATED 0.5 MILES NORTH OF THE JUNCTION OF FAI 35 AND T.H. 14
 PP1646'AT OWATONNA, 70 FEET EAST OF FAI 35 NORTHBOUND CENTERLINE STATION
 PP1646'70+00, 10 FEET NORTH OF A HIGHWAY SIGN (AIRPORT ROAD RIGHT LANE), 0.5
 PP1646'FEET WEST OF A RIGHT OF WAY FENCE AND WITNESS SIGN, IN A 6 FOOT
 PP1646'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION
 PP1646'4, T 107N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1648 ***********************************************************************
 PP1648  DESIGNATION -  7480 AC
 PP1648  PID         -  PP1648
 PP1648  STATE/COUNTY-  MN/STEELE
 PP1648  USGS QUAD   -  OWATONNA (1962)
 PP1648
 PP1648                         *CURRENT SURVEY CONTROL
 PP1648  ___________________________________________________________________
 PP1648* NAD 83(1986)-  44 05 32.     (N)    093 14 39.     (W)     SCALED    
 PP1648* NAVD 88     -       367.253  (meters)    1204.90   (feet)  ADJUSTED  
 PP1648  ___________________________________________________________________
 PP1648  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 PP1648  DYNAMIC HT  -         367.199 (meters)    1204.72  (feet)  COMP
 PP1648  MODELED GRAV-     980,461.6   (mgal)                       NAVD 88
 PP1648
 PP1648  VERT ORDER  -  SECOND    CLASS 0
 PP1648
 PP1648.The horizontal coordinates were scaled from a topographic map and have
 PP1648.an estimated accuracy of +/- 6 seconds.
 PP1648
 PP1648.The orthometric height was determined by differential leveling
 PP1648.and adjusted by the National Geodetic Survey in June 1991..
 PP1648
 PP1648.The geoid height was determined by GEOID03.
 PP1648
 PP1648.The dynamic height is computed by dividing the NAVD 88
 PP1648.geopotential number by the normal gravity value computed on the
 PP1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1648.degrees latitude (g = 980.6199 gals.).
 PP1648
 PP1648.The modeled gravity was interpolated from observed gravity values.
 PP1648
 PP1648;                    North         East    Units  Estimated Accuracy
 PP1648;SPC MN S     -   221,640.      860,520.      MT  (+/- 180 meters Scaled)
 PP1648
 PP1648                          SUPERSEDED SURVEY CONTROL
 PP1648
 PP1648  NGVD 29 (??/??/92)  367.239  (m)         1204.85   (f) ADJ UNCH    2 0
 PP1648
 PP1648.Superseded values are not recommended for survey control.
 PP1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1648.See file dsdata.txt to determine how the superseded data were derived.
 PP1648
 PP1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ804821(NAD 83)
 PP1648_MARKER: DB = BENCH MARK DISK
 PP1648_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1648_SP_SET: BRIDGE ABUTMENT
 PP1648_STAMPING: 7480 AC 1970
 PP1648_MARK LOGO: MNHD  
 PP1648_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1648
 PP1648  HISTORY     - Date     Condition        Report By
 PP1648  HISTORY     - 1970     MONUMENTED       MNHD
 PP1648  HISTORY     - 19880620 GOOD             MNDT
 PP1648
 PP1648                          STATION DESCRIPTION
 PP1648
 PP1648'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1648'IN OWATONNA.
 PP1648'MARK IS LOCATED IN THE CITY OF OWATONNA, 0.2 MILES SOUTH OF THE
 PP1648'JUNCTION OF FAI 35 AND T.H. 14, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 PP1648'74816, FAI 35 NORTHBOUND OVER THE CHICAGO AND NORTH WESTERN RAILROAD.
 PP1648'NW 1/4 SECTION 9, T 107N, R 20W.
 PP1648
 PP1648                          STATION RECOVERY (1988)
 PP1648
 PP1648'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP1648'THE MARK IS LOCATED IN THE CITY OF OWATONNA, 0.2 MILE (0.3 KM) SOUTH
 PP1648'ALONG INTERSTATE HIGHWAY 35 FROM ITS NORTH JUNCTION WITH TRUNK
 PP1648'HIGHWAY 14 IN OWATONNA, AT INTERSTATE 35 MILEPOINT 42.4, AND IN THE
 PP1648'NW 1/4 OF SECTION 9, T107N, R20W.  THE MARK, A STANDARD MNHD BENCH
 PP1648'MARK DISK STAMPED---7480 AC 1970---, IS SET IN THE ABUTMENT AT THE
 PP1648'SOUTHEAST CORNER OF BRIDGE NUMBER 74816 (INTERSTATE HIGHWAY 35 OVER
 PP1648'THE CHICAGO AND NORTHWESTERN RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1678 ***********************************************************************
 PP1678  DESIGNATION -  7480 AD
 PP1678  PID         -  PP1678
 PP1678  STATE/COUNTY-  MN/STEELE
 PP1678  USGS QUAD   -  OWATONNA (1962)
 PP1678
 PP1678                         *CURRENT SURVEY CONTROL
 PP1678  ___________________________________________________________________
 PP1678* NAD 83(1986)-  44 05 03.     (N)    093 14 47.     (W)     SCALED    
 PP1678* NAVD 88     -       360.702  (meters)    1183.40   (feet)  ADJUSTED  
 PP1678  ___________________________________________________________________
 PP1678  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 PP1678  DYNAMIC HT  -         360.649 (meters)    1183.23  (feet)  COMP
 PP1678  MODELED GRAV-     980,460.0   (mgal)                       NAVD 88
 PP1678
 PP1678  VERT ORDER  -  SECOND    CLASS 0
 PP1678
 PP1678.The horizontal coordinates were scaled from a topographic map and have
 PP1678.an estimated accuracy of +/- 6 seconds.
 PP1678
 PP1678.The orthometric height was determined by differential leveling
 PP1678.and adjusted by the National Geodetic Survey in June 1991..
 PP1678
 PP1678.The geoid height was determined by GEOID03.
 PP1678
 PP1678.The dynamic height is computed by dividing the NAVD 88
 PP1678.geopotential number by the normal gravity value computed on the
 PP1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1678.degrees latitude (g = 980.6199 gals.).
 PP1678
 PP1678.The modeled gravity was interpolated from observed gravity values.
 PP1678
 PP1678;                    North         East    Units  Estimated Accuracy
 PP1678;SPC MN S     -   220,740.      860,360.      MT  (+/- 180 meters Scaled)
 PP1678
 PP1678                          SUPERSEDED SURVEY CONTROL
 PP1678
 PP1678  NGVD 29 (??/??/92)  360.688  (m)         1183.36   (f) ADJ UNCH    2 0
 PP1678
 PP1678.Superseded values are not recommended for survey control.
 PP1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1678.See file dsdata.txt to determine how the superseded data were derived.
 PP1678
 PP1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ802812(NAD 83)
 PP1678_MARKER: DB = BENCH MARK DISK
 PP1678_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1678_SP_SET: BRIDGE ABUTMENT
 PP1678_STAMPING: 7480 AD 1971
 PP1678_MARK LOGO: MNHD  
 PP1678_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1678
 PP1678  HISTORY     - Date     Condition        Report By
 PP1678  HISTORY     - 1971     MONUMENTED       MNHD
 PP1678  HISTORY     - 1986     GOOD             USPSQD
 PP1678  HISTORY     - 19880620 GOOD             MNDT
 PP1678
 PP1678                          STATION DESCRIPTION
 PP1678
 PP1678'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1678'0.75 MI S FROM OWATONNA.
 PP1678'MARK IS LOCATED 0.75 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 PP1678'35 AND T.H. 14 IN OWATONNA, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 PP1678'74813, T.H. 303 OVER FAI 35 AT MILE MARK 41.8.  SE 1/4 SECTION 8, T
 PP1678'107N, R 20W.
 PP1678
 PP1678                          STATION RECOVERY (1986)
 PP1678
 PP1678'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1678'RECOVERED IN GOOD CONDITION.
 PP1678
 PP1678                          STATION RECOVERY (1988)
 PP1678
 PP1678'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP1678'THE MARK IS LOCATED IN THE CITY OF OWATONNA, 0.75 MILE (1.21 KM) SOUTH
 PP1678'ALONG INTERSTATE HIGHWAY 35 FROM ITS NORTH JUNCTION WITH TRUNK
 PP1678'HIGHWAY 14 IN OWATONNA, AT INTERSTATE 35 MILEPOINT 41.85, AND IN THE
 PP1678'SE 1/4 OF SECTION 8, T107N, R20W.  THE MARK, A STANDARD MNHD BENCH
 PP1678'MARK DISK STAMPED---7480 AD 1971---, IS SET IN THE ABUTMENT AT THE
 PP1678'SOUTHEAST CORNER OF BRIDGE NUMBER 74813 (BRIDGE STREET OVER
 PP1678'INTERSTATE HIGHWAY 35).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1680 ***********************************************************************
 PP1680  DESIGNATION -  7480 AE
 PP1680  PID         -  PP1680
 PP1680  STATE/COUNTY-  MN/STEELE
 PP1680  USGS QUAD   -  SACO (1991)
 PP1680
 PP1680                         *CURRENT SURVEY CONTROL
 PP1680  ___________________________________________________________________
 PP1680* NAD 83(1986)-  44 04 10.     (N)    093 15 02.     (W)     SCALED    
 PP1680* NAVD 88     -       366.583  (meters)    1202.70   (feet)  ADJUSTED  
 PP1680  ___________________________________________________________________
 PP1680  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 PP1680  DYNAMIC HT  -         366.528 (meters)    1202.52  (feet)  COMP
 PP1680  MODELED GRAV-     980,457.1   (mgal)                       NAVD 88
 PP1680
 PP1680  VERT ORDER  -  SECOND    CLASS 0
 PP1680
 PP1680.The horizontal coordinates were scaled from a topographic map and have
 PP1680.an estimated accuracy of +/- 6 seconds.
 PP1680
 PP1680.The orthometric height was determined by differential leveling
 PP1680.and adjusted by the National Geodetic Survey in June 1991..
 PP1680
 PP1680.The geoid height was determined by GEOID03.
 PP1680
 PP1680.The dynamic height is computed by dividing the NAVD 88
 PP1680.geopotential number by the normal gravity value computed on the
 PP1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1680.degrees latitude (g = 980.6199 gals.).
 PP1680
 PP1680.The modeled gravity was interpolated from observed gravity values.
 PP1680
 PP1680;                    North         East    Units  Estimated Accuracy
 PP1680;SPC MN S     -   219,100.      860,040.      MT  (+/- 180 meters Scaled)
 PP1680
 PP1680                          SUPERSEDED SURVEY CONTROL
 PP1680
 PP1680  NGVD 29 (??/??/92)  366.567  (m)         1202.65   (f) ADJ UNCH    2 0
 PP1680
 PP1680.Superseded values are not recommended for survey control.
 PP1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1680.See file dsdata.txt to determine how the superseded data were derived.
 PP1680
 PP1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ799796(NAD 83)
 PP1680_MARKER: DB = BENCH MARK DISK
 PP1680_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1680_SP_SET: BRIDGE ABUTMENT
 PP1680_STAMPING: 7480 AE 1971
 PP1680_MARK LOGO: MNHD  
 PP1680_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1680
 PP1680  HISTORY     - Date     Condition        Report By
 PP1680  HISTORY     - 1971     MONUMENTED       MNHD
 PP1680  HISTORY     - 1986     GOOD             USPSQD
 PP1680  HISTORY     - 19880620 GOOD             MNDT
 PP1680
 PP1680                          STATION DESCRIPTION
 PP1680
 PP1680'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1680'1.75 MI S FROM OWATONNA.
 PP1680'MARK IS LOCATED 1.75 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 PP1680'35 AND T.H. 14 IN OWATONNA, IN THE SOUTHEAST CORNER (ABUTMENT) OF
 PP1680'BRIDGE NO. 76806, COUNTY ROAD 7 OVER FAI 35.  SE 1/4 SECTION 17, T
 PP1680'107N, R 20W.
 PP1680
 PP1680                          STATION RECOVERY (1986)
 PP1680
 PP1680'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1680'RECOVERED IN GOOD CONDITION.
 PP1680
 PP1680                          STATION RECOVERY (1988)
 PP1680
 PP1680'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP1680'THE MARK IS LOCATED 1.75 MILES (2.82 KM) SOUTH ALONG INTERSTATE
 PP1680'HIGHWAY 35 FROM THE NORTH JUNCTION WITH TRUNK HIGHWAY 14 AT MILEPOINT
 PP1680'40.85 IN THE CITY OF OWATONNA AND IN THE SE 1/4 OF SECTION 17, T107N,
 PP1680'R20W.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---7480 AE
 PP1680'1971---, IS SET IN THE SOUTHEAST CORNER OF THE ABUTMENT OF BRIDGE
 PP1680'NUMBER 76806 (COUNTY ROAD 7 OVER INTRESTATE HIGHWAY 35).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1681 ***********************************************************************
 PP1681  DESIGNATION -  7480 AF
 PP1681  PID         -  PP1681
 PP1681  STATE/COUNTY-  MN/STEELE
 PP1681  USGS QUAD   -  OWATONNA (1962)
 PP1681
 PP1681                         *CURRENT SURVEY CONTROL
 PP1681  ___________________________________________________________________
 PP1681* NAD 83(1986)-  44 03 31.     (N)    093 14 58.     (W)     SCALED    
 PP1681* NAVD 88     -       368.214  (meters)    1208.05   (feet)  ADJUSTED  
 PP1681  ___________________________________________________________________
 PP1681  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 PP1681  DYNAMIC HT  -         368.158 (meters)    1207.87  (feet)  COMP
 PP1681  MODELED GRAV-     980,454.9   (mgal)                       NAVD 88
 PP1681
 PP1681  VERT ORDER  -  SECOND    CLASS I
 PP1681
 PP1681.The horizontal coordinates were scaled from a topographic map and have
 PP1681.an estimated accuracy of +/- 6 seconds.
 PP1681
 PP1681.The orthometric height was determined by differential leveling
 PP1681.and adjusted by the National Geodetic Survey in December 2004..
 PP1681.No vertical observational check was made to the station.
 PP1681
 PP1681.The geoid height was determined by GEOID03.
 PP1681
 PP1681.The dynamic height is computed by dividing the NAVD 88
 PP1681.geopotential number by the normal gravity value computed on the
 PP1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1681.degrees latitude (g = 980.6199 gals.).
 PP1681
 PP1681.The modeled gravity was interpolated from observed gravity values.
 PP1681
 PP1681;                    North         East    Units  Estimated Accuracy
 PP1681;SPC MN S     -   217,900.      860,140.      MT  (+/- 180 meters Scaled)
 PP1681
 PP1681                          SUPERSEDED SURVEY CONTROL
 PP1681
 PP1681  NAVD 88 (06/15/91)  368.209  (m)         1208.03   (f) UNKNOWN     2 0
 PP1681  NGVD 29 (??/??/92)  368.192  (m)         1207.98   (f) ADJ UNCH    2 0
 PP1681
 PP1681.Superseded values are not recommended for survey control.
 PP1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1681.See file dsdata.txt to determine how the superseded data were derived.
 PP1681
 PP1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ800784(NAD 83)
 PP1681_MARKER: DB = BENCH MARK DISK
 PP1681_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1681_SP_SET: BRIDGE ABUTMENT
 PP1681_STAMPING: 7480 AF 1971
 PP1681_MARK LOGO: MNHD  
 PP1681_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1681+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 PP1681
 PP1681  HISTORY     - Date     Condition        Report By
 PP1681  HISTORY     - 1971     MONUMENTED       MNHD
 PP1681  HISTORY     - 19990606 GOOD             MNDT
 PP1681  HISTORY     - 20000917 GOOD             MNDT
 PP1681
 PP1681                          STATION DESCRIPTION
 PP1681
 PP1681'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1681'2.5 MI S FROM OWATONNA.
 PP1681'MARK IS LOCATED 2.5 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 PP1681'35 AND T.H. 14 IN OWATONNA, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 PP1681'74819, WESTBOUND T.H. 218 OVER FAI 35.  NE 1/4 SECTION 20, T 107N, R
 PP1681'20W.
 PP1681
 PP1681                          STATION RECOVERY (1999)
 PP1681
 PP1681'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 PP1681'MARK RECOVERED AS DESCRIBED.
 PP1681
 PP1681                          STATION RECOVERY (2000)
 PP1681
 PP1681'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 PP1681'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1690 ***********************************************************************
 PP1690  DESIGNATION -  7480 AG
 PP1690  PID         -  PP1690
 PP1690  STATE/COUNTY-  MN/STEELE
 PP1690  USGS QUAD   -  OWATONNA (1962)
 PP1690
 PP1690                         *CURRENT SURVEY CONTROL
 PP1690  ___________________________________________________________________
 PP1690* NAD 83(1986)-  44 03 16.     (N)    093 14 55.     (W)     SCALED    
 PP1690* NAVD 88     -       350.849  (meters)    1151.08   (feet)  ADJUSTED  
 PP1690  ___________________________________________________________________
 PP1690  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 PP1690  DYNAMIC HT  -         350.795 (meters)    1150.90  (feet)  COMP
 PP1690  MODELED GRAV-     980,454.1   (mgal)                       NAVD 88
 PP1690
 PP1690  VERT ORDER  -  SECOND    CLASS I
 PP1690
 PP1690.The horizontal coordinates were scaled from a topographic map and have
 PP1690.an estimated accuracy of +/- 6 seconds.
 PP1690
 PP1690.The orthometric height was determined by differential leveling
 PP1690.and adjusted by the National Geodetic Survey in June 1991..
 PP1690
 PP1690.The geoid height was determined by GEOID03.
 PP1690
 PP1690.The dynamic height is computed by dividing the NAVD 88
 PP1690.geopotential number by the normal gravity value computed on the
 PP1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1690.degrees latitude (g = 980.6199 gals.).
 PP1690
 PP1690.The modeled gravity was interpolated from observed gravity values.
 PP1690
 PP1690;                    North         East    Units  Estimated Accuracy
 PP1690;SPC MN S     -   217,440.      860,210.      MT  (+/- 180 meters Scaled)
 PP1690
 PP1690                          SUPERSEDED SURVEY CONTROL
 PP1690
 PP1690  NGVD 29 (??/??/92)  350.833  (m)         1151.02   (f) ADJ UNCH    2 0
 PP1690
 PP1690.Superseded values are not recommended for survey control.
 PP1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1690.See file dsdata.txt to determine how the superseded data were derived.
 PP1690
 PP1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ800779(NAD 83)
 PP1690_MARKER: DB = BENCH MARK DISK
 PP1690_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1690_SP_SET: BRIDGE ABUTMENT
 PP1690_STAMPING: 7480 AG 1971
 PP1690_MARK LOGO: MNHD  
 PP1690_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1690+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 PP1690
 PP1690  HISTORY     - Date     Condition        Report By
 PP1690  HISTORY     - 1971     MONUMENTED       MNHD
 PP1690  HISTORY     - 1986     GOOD             USPSQD
 PP1690  HISTORY     - 19990606 GOOD             MNDT
 PP1690  HISTORY     - 20000917 GOOD             MNDT
 PP1690
 PP1690                          STATION DESCRIPTION
 PP1690
 PP1690'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1690'2.9 MI S FROM OWATONNA.
 PP1690'MARK IS LOCATED 2.9 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 PP1690'35 AND T.H. 14 IN OWATONNA, IN THE SOUTHEAST CORNER (ABUTMENT) OF
 PP1690'BRIDGE NO. 74810, NORTHBOUND FAI 35 OVER THE TURTLE RIVER.  NE 1/4
 PP1690'SECTION 32, T 107N, R 20W.
 PP1690
 PP1690                          STATION RECOVERY (1986)
 PP1690
 PP1690'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1690'RECOVERED IN GOOD CONDITION.
 PP1690
 PP1690                          STATION RECOVERY (1999)
 PP1690
 PP1690'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 PP1690'MARK RECOVERED AS DESCRIBED.
 PP1690
 PP1690                          STATION RECOVERY (2000)
 PP1690
 PP1690'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 PP1690'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1692 ***********************************************************************
 PP1692  DESIGNATION -  7480 AJ
 PP1692  PID         -  PP1692
 PP1692  STATE/COUNTY-  MN/STEELE
 PP1692  USGS QUAD   -  OWATONNA (1962)
 PP1692
 PP1692                         *CURRENT SURVEY CONTROL
 PP1692  ___________________________________________________________________
 PP1692* NAD 83(1986)-  44 02 27.     (N)    093 14 54.     (W)     SCALED    
 PP1692* NAVD 88     -       363.431  (meters)    1192.36   (feet)  ADJUSTED  
 PP1692  ___________________________________________________________________
 PP1692  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 PP1692  DYNAMIC HT  -         363.375 (meters)    1192.17  (feet)  COMP
 PP1692  MODELED GRAV-     980,451.3   (mgal)                       NAVD 88
 PP1692
 PP1692  VERT ORDER  -  SECOND    CLASS 0
 PP1692
 PP1692.The horizontal coordinates were scaled from a topographic map and have
 PP1692.an estimated accuracy of +/- 6 seconds.
 PP1692
 PP1692.The orthometric height was determined by differential leveling
 PP1692.and adjusted by the National Geodetic Survey in June 1991..
 PP1692
 PP1692.The geoid height was determined by GEOID03.
 PP1692
 PP1692.The dynamic height is computed by dividing the NAVD 88
 PP1692.geopotential number by the normal gravity value computed on the
 PP1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1692.degrees latitude (g = 980.6199 gals.).
 PP1692
 PP1692.The modeled gravity was interpolated from observed gravity values.
 PP1692
 PP1692;                    North         East    Units  Estimated Accuracy
 PP1692;SPC MN S     -   215,930.      860,240.      MT  (+/- 180 meters Scaled)
 PP1692
 PP1692                          SUPERSEDED SURVEY CONTROL
 PP1692
 PP1692  NGVD 29 (??/??/92)  363.415  (m)         1192.30   (f) ADJ UNCH    2 0
 PP1692
 PP1692.Superseded values are not recommended for survey control.
 PP1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1692.See file dsdata.txt to determine how the superseded data were derived.
 PP1692
 PP1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ801764(NAD 83)
 PP1692_MARKER: DD = SURVEY DISK
 PP1692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1692_SP_SET: BRIDGE
 PP1692_STAMPING: 7480-AJ 1971
 PP1692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1692
 PP1692  HISTORY     - Date     Condition        Report By
 PP1692  HISTORY     - 1971     MONUMENTED       MNDT
 PP1692  HISTORY     - 1986     GOOD             USPSQD
 PP1692
 PP1692                          STATION DESCRIPTION
 PP1692
 PP1692'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1692'3.9 MI S FROM OWATONNA.
 PP1692'MARK IS LOCATED 3.9 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 PP1692'35 AND T.H. 14 IN OWATONNA, IN THE EAST CURBING OF BRIDGE NO. 74807,
 PP1692'NORTHBOUND FAI 35 OVER THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 PP1692'70 FEET NORTH OF THE SOUTHEAST BRIDGE CORNER, DIRECTLY OVER THE FIRST
 PP1692'SET OF PIERS NORTH OF THE SOUTHEND OF THE BRIDGE.  SE 1/4 SECTION 29,
 PP1692'T 107N, R 20W.
 PP1692
 PP1692                          STATION RECOVERY (1986)
 PP1692
 PP1692'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1696 ***********************************************************************
 PP1696  DESIGNATION -  7480 AK
 PP1696  PID         -  PP1696
 PP1696  STATE/COUNTY-  MN/STEELE
 PP1696  USGS QUAD   -  OWATONNA (1962)
 PP1696
 PP1696                         *CURRENT SURVEY CONTROL
 PP1696  ___________________________________________________________________
 PP1696* NAD 83(1986)-  44 01 58.     (N)    093 14 56.     (W)     SCALED    
 PP1696* NAVD 88     -       352.874  (meters)    1157.72   (feet)  ADJUSTED  
 PP1696  ___________________________________________________________________
 PP1696  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 PP1696  DYNAMIC HT  -         352.818 (meters)    1157.54  (feet)  COMP
 PP1696  MODELED GRAV-     980,449.6   (mgal)                       NAVD 88
 PP1696
 PP1696  VERT ORDER  -  SECOND    CLASS 0
 PP1696
 PP1696.The horizontal coordinates were scaled from a topographic map and have
 PP1696.an estimated accuracy of +/- 6 seconds.
 PP1696
 PP1696.The orthometric height was determined by differential leveling
 PP1696.and adjusted by the National Geodetic Survey in June 1991..
 PP1696
 PP1696.The geoid height was determined by GEOID03.
 PP1696
 PP1696.The dynamic height is computed by dividing the NAVD 88
 PP1696.geopotential number by the normal gravity value computed on the
 PP1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1696.degrees latitude (g = 980.6199 gals.).
 PP1696
 PP1696.The modeled gravity was interpolated from observed gravity values.
 PP1696
 PP1696;                    North         East    Units  Estimated Accuracy
 PP1696;SPC MN S     -   215,030.      860,210.      MT  (+/- 180 meters Scaled)
 PP1696
 PP1696                          SUPERSEDED SURVEY CONTROL
 PP1696
 PP1696  NGVD 29 (??/??/92)  352.857  (m)         1157.66   (f) ADJ UNCH    2 0
 PP1696
 PP1696.Superseded values are not recommended for survey control.
 PP1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1696.See file dsdata.txt to determine how the superseded data were derived.
 PP1696
 PP1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ800755(NAD 83)
 PP1696_MARKER: DD = SURVEY DISK
 PP1696_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1696_SP_SET: BRIDGE
 PP1696_STAMPING: 7480-AK 1971
 PP1696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1696
 PP1696  HISTORY     - Date     Condition        Report By
 PP1696  HISTORY     - 1971     MONUMENTED       MNDT
 PP1696  HISTORY     - 1986     GOOD             USPSQD
 PP1696
 PP1696                          STATION DESCRIPTION
 PP1696
 PP1696'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1696'4.2 MI S FROM OWATONNA.
 PP1696'MARK IS LOCATED 4.2 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 PP1696'35 AND T.H. 14 IN OWATONNA, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 PP1696'74824, NORTHBOUND FAI 35 OVER THE TURTLE RIVER.  NE 1/4 SECTION 32, T
 PP1696'107N, R 20W.
 PP1696
 PP1696                          STATION RECOVERY (1986)
 PP1696
 PP1696'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1697 ***********************************************************************
 PP1697  DESIGNATION -  7480 AL
 PP1697  PID         -  PP1697
 PP1697  STATE/COUNTY-  MN/STEELE
 PP1697  USGS QUAD   -  SACO (1991)
 PP1697
 PP1697                         *CURRENT SURVEY CONTROL
 PP1697  ___________________________________________________________________
 PP1697* NAD 83(1986)-  44 01 13.     (N)    093 15 07.     (W)     SCALED    
 PP1697* NAVD 88     -       358.789  (meters)    1177.13   (feet)  ADJUSTED  
 PP1697  ___________________________________________________________________
 PP1697  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 PP1697  DYNAMIC HT  -         358.731 (meters)    1176.94  (feet)  COMP
 PP1697  MODELED GRAV-     980,446.9   (mgal)                       NAVD 88
 PP1697
 PP1697  VERT ORDER  -  SECOND    CLASS 0
 PP1697
 PP1697.The horizontal coordinates were scaled from a topographic map and have
 PP1697.an estimated accuracy of +/- 6 seconds.
 PP1697
 PP1697.The orthometric height was determined by differential leveling
 PP1697.and adjusted by the National Geodetic Survey in June 1991..
 PP1697
 PP1697.The geoid height was determined by GEOID03.
 PP1697
 PP1697.The dynamic height is computed by dividing the NAVD 88
 PP1697.geopotential number by the normal gravity value computed on the
 PP1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1697.degrees latitude (g = 980.6199 gals.).
 PP1697
 PP1697.The modeled gravity was interpolated from observed gravity values.
 PP1697
 PP1697;                    North         East    Units  Estimated Accuracy
 PP1697;SPC MN S     -   213,640.      859,980.      MT  (+/- 180 meters Scaled)
 PP1697
 PP1697                          SUPERSEDED SURVEY CONTROL
 PP1697
 PP1697  NGVD 29 (??/??/92)  358.773  (m)         1177.07   (f) ADJ UNCH    2 0
 PP1697
 PP1697.Superseded values are not recommended for survey control.
 PP1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1697.See file dsdata.txt to determine how the superseded data were derived.
 PP1697
 PP1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ798741(NAD 83)
 PP1697_MARKER: DD = SURVEY DISK
 PP1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1697_STAMPING: 7480-AL 1971
 PP1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1697+STABILITY: SURFACE MOTION
 PP1697
 PP1697  HISTORY     - Date     Condition        Report By
 PP1697  HISTORY     - 1971     MONUMENTED       MNDT
 PP1697
 PP1697                          STATION DESCRIPTION
 PP1697
 PP1697'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1697'5.1 MI S FROM OWATONNA.
 PP1697'MARK IS LOCATED 5.1 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 PP1697'35 AND T.H. 14 IN OWATONNA, 1.0 MILES NORTH OF COUNTY ROAD NO. 31, 500
 PP1697'FEET SOUTH OF A TOWNSHIP ROAD (DEAD-END), 98 FEET EAST OF THE
 PP1697'CENTERLINE OF NORTHBOUND FAI 35 (MILE POINT NO. 37.4), 2 FEET WEST OF
 PP1697'THE EAST RIGHT OF WAY FENCE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN
 PP1697'A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4
 PP1697'SECTION 5, T 106N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1698 ***********************************************************************
 PP1698  DESIGNATION -  7480 AM
 PP1698  PID         -  PP1698
 PP1698  STATE/COUNTY-  MN/STEELE
 PP1698  USGS QUAD   -  SACO (1991)
 PP1698
 PP1698                         *CURRENT SURVEY CONTROL
 PP1698  ___________________________________________________________________
 PP1698* NAD 83(1986)-  44 00 28.     (N)    093 15 16.     (W)     SCALED    
 PP1698* NAVD 88     -       375.894  (meters)    1233.25   (feet)  ADJUSTED  
 PP1698  ___________________________________________________________________
 PP1698  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 PP1698  DYNAMIC HT  -         375.832 (meters)    1233.04  (feet)  COMP
 PP1698  MODELED GRAV-     980,444.2   (mgal)                       NAVD 88
 PP1698
 PP1698  VERT ORDER  -  SECOND    CLASS 0
 PP1698
 PP1698.The horizontal coordinates were scaled from a topographic map and have
 PP1698.an estimated accuracy of +/- 6 seconds.
 PP1698
 PP1698.The orthometric height was determined by differential leveling
 PP1698.and adjusted by the National Geodetic Survey in June 1991..
 PP1698
 PP1698.The geoid height was determined by GEOID03.
 PP1698
 PP1698.The dynamic height is computed by dividing the NAVD 88
 PP1698.geopotential number by the normal gravity value computed on the
 PP1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1698.degrees latitude (g = 980.6199 gals.).
 PP1698
 PP1698.The modeled gravity was interpolated from observed gravity values.
 PP1698
 PP1698;                    North         East    Units  Estimated Accuracy
 PP1698;SPC MN S     -   212,250.      859,790.      MT  (+/- 180 meters Scaled)
 PP1698
 PP1698                          SUPERSEDED SURVEY CONTROL
 PP1698
 PP1698  NGVD 29 (??/??/92)  375.878  (m)         1233.19   (f) ADJ UNCH    2 0
 PP1698
 PP1698.Superseded values are not recommended for survey control.
 PP1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1698.See file dsdata.txt to determine how the superseded data were derived.
 PP1698
 PP1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ796727(NAD 83)
 PP1698_MARKER: DD = SURVEY DISK
 PP1698_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1698_SP_SET: ABUTMENT
 PP1698_STAMPING: 7480-AM 1971
 PP1698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1698
 PP1698  HISTORY     - Date     Condition        Report By
 PP1698  HISTORY     - 1971     MONUMENTED       MNDT
 PP1698  HISTORY     - 1986     GOOD             USPSQD
 PP1698
 PP1698                          STATION DESCRIPTION
 PP1698
 PP1698'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1698'6.0 MI S FROM OWATONNA.
 PP1698'MARK IS LOCATED 6.0 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 PP1698'35 AND T.H. 14 IN OWATONNA, IN THE SOUTHEAST CORNER (ABUTMENT) OF
 PP1698'BRIDGE NO. 74805, COUNTY ROAD 31 OVER FAI 35.  NE 1/4 SECTION 8, T
 PP1698'106N, R 20W.
 PP1698
 PP1698                          STATION RECOVERY (1986)
 PP1698
 PP1698'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0526 ***********************************************************************
 OO0526  DESIGNATION -  7480 AN
 OO0526  PID         -  OO0526
 OO0526  STATE/COUNTY-  MN/STEELE
 OO0526  USGS QUAD   -  HOPE (1967)
 OO0526
 OO0526                         *CURRENT SURVEY CONTROL
 OO0526  ___________________________________________________________________
 OO0526* NAD 83(1996)-  43 59 47.38559(N)    093 15 15.75467(W)     ADJUSTED  
 OO0526* NAVD 88     -       371.941  (meters)    1220.28   (feet)  ADJUSTED  
 OO0526  ___________________________________________________________________
 OO0526  X           -    -260,910.188 (meters)                     COMP
 OO0526  Y           -  -4,588,582.138 (meters)                     COMP
 OO0526  Z           -   4,408,050.152 (meters)                     COMP
 OO0526  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 OO0526  ELLIP HEIGHT-         343.52  (meters)          (03/16/99) GPS OBS
 OO0526  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 OO0526  DYNAMIC HT  -         371.880 (meters)    1220.08  (feet)  COMP
 OO0526  MODELED GRAV-     980,444.6   (mgal)                       NAVD 88
 OO0526
 OO0526  HORZ ORDER  -  FIRST
 OO0526  VERT ORDER  -  SECOND    CLASS 0
 OO0526  ELLP ORDER  -  FOURTH    CLASS I
 OO0526
 OO0526.The horizontal coordinates were established by GPS observations
 OO0526.and adjusted by the National Geodetic Survey in March 1999..
 OO0526
 OO0526.The orthometric height was determined by differential leveling
 OO0526.and adjusted by the National Geodetic Survey in June 1991..
 OO0526
 OO0526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0526
 OO0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0526
 OO0526.The ellipsoidal height was determined by GPS observations
 OO0526.and is referenced to NAD 83.
 OO0526
 OO0526.The geoid height was determined by GEOID03.
 OO0526
 OO0526.The dynamic height is computed by dividing the NAVD 88
 OO0526.geopotential number by the normal gravity value computed on the
 OO0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0526.degrees latitude (g = 980.6199 gals.).
 OO0526
 OO0526.The modeled gravity was interpolated from observed gravity values.
 OO0526
 OO0526;                    North         East     Units Scale Factor Converg.
 OO0526;SPC MN S     -   210,995.458   859,803.974   MT  0.99996063   +0 31 21.5
 OO0526;UTM  15      - 4,871,515.108   479,604.404   MT  0.99960512   -0 10 36.1
 OO0526
 OO0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0526!SPC MN S     -   0.99994614  x   0.99996063  =   0.99990677
 OO0526!UTM  15      -   0.99994614  x   0.99960512  =   0.99955128
 OO0526
 OO0526                          SUPERSEDED SURVEY CONTROL
 OO0526
 OO0526  NAD 83(1986)-  43 59 47.37498(N)    093 15 15.75406(W) AD(       ) 1
 OO0526  NAVD 88 (07/23/98)  371.94   (m)         1220.3    (f) LEVELING    3  
 OO0526  NGVD 29 (??/??/92)  371.926  (m)         1220.23   (f) ADJ UNCH    2 0
 OO0526
 OO0526.Superseded values are not recommended for survey control.
 OO0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0526.See file dsdata.txt to determine how the superseded data were derived.
 OO0526
 OO0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7960471515(NAD 83)
 OO0526_MARKER: DB = BENCH MARK DISK
 OO0526_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0526_SP_SET: MONUMENT
 OO0526_STAMPING: 7480 AN 1971
 OO0526_MARK LOGO: MNDT  
 OO0526_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0526+STABILITY: SURFACE MOTION
 OO0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0526+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1993
 OO0526
 OO0526  HISTORY     - Date     Condition        Report By
 OO0526  HISTORY     - 1971     MONUMENTED       MNDT
 OO0526  HISTORY     - 19930110 GOOD             MNDT
 OO0526
 OO0526                          STATION DESCRIPTION
 OO0526
 OO0526'DESCRIBED BY MN DEPT OF TRANSP 1971
 OO0526'6.8 MI S FROM OWATONNA.
 OO0526'MARK IS LOCATED 6.8 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 OO0526'35 AND T.H. 14 IN OWATONNA, 0.8 MILES SOUTH OF COUNTY ROAD 31, 0.25
 OO0526'MILES NORTH OF A TOWNSHIP ROAD (DEAD-END) EAST, 98 FEET EAST OF THE
 OO0526'CENTERLINE OF NORTHBOUND FAI 35 (STA. 566+47), 1 FOOT NORTH OF A STEEL
 OO0526'WITNESS POST, 2.5 FEET WEST OF THE EAST RIGHT OF WAY FENCE, IN A 6
 OO0526'FOOT PRE-CAST CONCRETE MONUMENT BURIED 2 INCHES ABOVE GROUND.  SE 1/4
 OO0526'SECTION 8, T 106N, R 20W.
 OO0526
 OO0526                          STATION RECOVERY (1993)
 OO0526
 OO0526'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 OO0526'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED AND IS AT FAI 35
 OO0526'MP 35.60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0531 ***********************************************************************
 OO0531  DESIGNATION -  7480 AP
 OO0531  PID         -  OO0531
 OO0531  STATE/COUNTY-  MN/STEELE
 OO0531  USGS QUAD   -  HOPE (1967)
 OO0531
 OO0531                         *CURRENT SURVEY CONTROL
 OO0531  ___________________________________________________________________
 OO0531* NAD 83(1986)-  43 59 05.     (N)    093 15 17.     (W)     SCALED    
 OO0531* NAVD 88     -       357.199  (meters)    1171.91   (feet)  ADJUSTED  
 OO0531  ___________________________________________________________________
 OO0531  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 OO0531  DYNAMIC HT  -         357.140 (meters)    1171.72  (feet)  COMP
 OO0531  MODELED GRAV-     980,441.9   (mgal)                       NAVD 88
 OO0531
 OO0531  VERT ORDER  -  SECOND    CLASS 0
 OO0531
 OO0531.The horizontal coordinates were scaled from a topographic map and have
 OO0531.an estimated accuracy of +/- 6 seconds.
 OO0531
 OO0531.The orthometric height was determined by differential leveling
 OO0531.and adjusted by the National Geodetic Survey in June 1991..
 OO0531
 OO0531.The geoid height was determined by GEOID03.
 OO0531
 OO0531.The dynamic height is computed by dividing the NAVD 88
 OO0531.geopotential number by the normal gravity value computed on the
 OO0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0531.degrees latitude (g = 980.6199 gals.).
 OO0531
 OO0531.The modeled gravity was interpolated from observed gravity values.
 OO0531
 OO0531;                    North         East    Units  Estimated Accuracy
 OO0531;SPC MN S     -   209,690.      859,790.      MT  (+/- 180 meters Scaled)
 OO0531
 OO0531                          SUPERSEDED SURVEY CONTROL
 OO0531
 OO0531  NGVD 29 (??/??/92)  357.185  (m)         1171.86   (f) ADJ UNCH    2 0
 OO0531
 OO0531.Superseded values are not recommended for survey control.
 OO0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0531.See file dsdata.txt to determine how the superseded data were derived.
 OO0531
 OO0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ795702(NAD 83)
 OO0531_MARKER: DD = SURVEY DISK
 OO0531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0531_SP_SET: BRIDGE
 OO0531_STAMPING: 7480-AP 1971
 OO0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0531
 OO0531  HISTORY     - Date     Condition        Report By
 OO0531  HISTORY     - 1971     MONUMENTED       MNDT
 OO0531  HISTORY     - 1986     GOOD             USPSQD
 OO0531
 OO0531                          STATION DESCRIPTION
 OO0531
 OO0531'DESCRIBED BY MN DEPT OF TRANSP 1971
 OO0531'7.6 MI S FROM OWATONNA.
 OO0531'MARK IS LOCATED 7.6 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 OO0531'35 AND T.H. 14 IN OWATONNA, 1.9 MILES NORTH OF COUNTY ROAD 14 (TO
 OO0531'HOPE) 1.6 MILES SOUTH OF COUNTY ROAD 31, IN THE SOUTHEAST CORNER OF
 OO0531'BRIDGE NO. 74804, NORTHBOUND FAI 35 OVER THE STRAIGHT RIVER.  SE 1/4
 OO0531'SECTION 17, T 106N, R 20W.
 OO0531
 OO0531                          STATION RECOVERY (1986)
 OO0531
 OO0531'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 OO0531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0532 ***********************************************************************
 OO0532  DESIGNATION -  7480 AP 1
 OO0532  PID         -  OO0532
 OO0532  STATE/COUNTY-  MN/STEELE
 OO0532  USGS QUAD   -  HOPE (1967)
 OO0532
 OO0532                         *CURRENT SURVEY CONTROL
 OO0532  ___________________________________________________________________
 OO0532* NAD 83(1986)-  43 59 05.     (N)    093 15 17.     (W)     SCALED    
 OO0532* NAVD 88     -       357.139  (meters)    1171.71   (feet)  ADJUSTED  
 OO0532  ___________________________________________________________________
 OO0532  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 OO0532  DYNAMIC HT  -         357.079 (meters)    1171.52  (feet)  COMP
 OO0532  MODELED GRAV-     980,441.9   (mgal)                       NAVD 88
 OO0532
 OO0532  VERT ORDER  -  SECOND    CLASS 0
 OO0532
 OO0532.The horizontal coordinates were scaled from a topographic map and have
 OO0532.an estimated accuracy of +/- 6 seconds.
 OO0532
 OO0532.The orthometric height was determined by differential leveling
 OO0532.and adjusted by the National Geodetic Survey in June 1991..
 OO0532
 OO0532.The geoid height was determined by GEOID03.
 OO0532
 OO0532.The dynamic height is computed by dividing the NAVD 88
 OO0532.geopotential number by the normal gravity value computed on the
 OO0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0532.degrees latitude (g = 980.6199 gals.).
 OO0532
 OO0532.The modeled gravity was interpolated from observed gravity values.
 OO0532
 OO0532;                    North         East    Units  Estimated Accuracy
 OO0532;SPC MN S     -   209,690.      859,790.      MT  (+/- 180 meters Scaled)
 OO0532
 OO0532                          SUPERSEDED SURVEY CONTROL
 OO0532
 OO0532  NGVD 29 (??/??/92)  357.125  (m)         1171.67   (f) ADJ UNCH    2 0
 OO0532
 OO0532.Superseded values are not recommended for survey control.
 OO0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0532.See file dsdata.txt to determine how the superseded data were derived.
 OO0532
 OO0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ795702(NAD 83)
 OO0532_MARKER: DD = SURVEY DISK
 OO0532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0532_SP_SET: BRIDGE
 OO0532_STAMPING: 7480-AP1 1971
 OO0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0532
 OO0532  HISTORY     - Date     Condition        Report By
 OO0532  HISTORY     - 1971     MONUMENTED       MNDT
 OO0532
 OO0532                          STATION DESCRIPTION
 OO0532
 OO0532'DESCRIBED BY MN DEPT OF TRANSP 1971
 OO0532'7.6 MI S FROM OWATONNA.
 OO0532'MARK IS LOCATED 7.6 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 OO0532'35 AND T.H. 14 IN OWATONNA, 1.9 MILES NORTH OF COUNTY ROAD 14, (TO
 OO0532'HOPE), 1.6 MILES SOUTH OF COUNTY ROAD 31, IN THE SOUTHEAST CORNER OF
 OO0532'BRIDGE NO. 74803, SOUTHBOUND FAI 35 OVER THE STRAIGHT RIVER.  SW 1/4
 OO0532'SECTION 17, T 106N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0533 ***********************************************************************
 OO0533  DESIGNATION -  7480 AQ
 OO0533  PID         -  OO0533
 OO0533  STATE/COUNTY-  MN/STEELE
 OO0533  USGS QUAD   -  HOPE (1967)
 OO0533
 OO0533                         *CURRENT SURVEY CONTROL
 OO0533  ___________________________________________________________________
 OO0533* NAD 83(1996)-  43 58 16.36633(N)    093 15 17.29800(W)     ADJUSTED  
 OO0533* NAVD 88     -       368.244  (meters)    1208.15   (feet)  ADJUSTED  
 OO0533  ___________________________________________________________________
 OO0533  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 OO0533  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 OO0533  DYNAMIC HT  -         368.182 (meters)    1207.94  (feet)  COMP
 OO0533  MODELED GRAV-     980,439.1   (mgal)                       NAVD 88
 OO0533
 OO0533  HORZ ORDER  -  SECOND
 OO0533  VERT ORDER  -  SECOND    CLASS 0
 OO0533
 OO0533.The horizontal coordinates were established by classical geodetic methods
 OO0533.and adjusted by the National Geodetic Survey in March 1999..
 OO0533
 OO0533.The orthometric height was determined by differential leveling
 OO0533.and adjusted by the National Geodetic Survey in June 1991..
 OO0533
 OO0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0533
 OO0533.The geoid height was determined by GEOID03.
 OO0533
 OO0533.The dynamic height is computed by dividing the NAVD 88
 OO0533.geopotential number by the normal gravity value computed on the
 OO0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0533.degrees latitude (g = 980.6199 gals.).
 OO0533
 OO0533.The modeled gravity was interpolated from observed gravity values.
 OO0533
 OO0533;                    North         East     Units Scale Factor Converg.
 OO0533;SPC MN S     -   208,186.109   859,795.199   MT  0.99996459   +0 31 20.4
 OO0533;UTM  15      - 4,868,707.080   479,561.358   MT  0.99960514   -0 10 36.9
 OO0533
 OO0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0533!SPC MN S     -   0.99994673  x   0.99996459  =   0.99991132
 OO0533!UTM  15      -   0.99994673  x   0.99960514  =   0.99955189
 OO0533
 OO0533                          SUPERSEDED SURVEY CONTROL
 OO0533
 OO0533  NAD 83(1986)-  43 58 16.35561(N)    093 15 17.29704(W) AD(       ) 2
 OO0533  NAVD 88 (07/23/98)  368.24   (m)         1208.1    (f) LEVELING    3  
 OO0533  NGVD 29 (??/??/92)  368.230  (m)         1208.10   (f) ADJ UNCH    2 0
 OO0533
 OO0533.Superseded values are not recommended for survey control.
 OO0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0533.See file dsdata.txt to determine how the superseded data were derived.
 OO0533
 OO0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7956168707(NAD 83)
 OO0533_MARKER: DD = SURVEY DISK
 OO0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0533_SP_SET: MONUMENT
 OO0533_STAMPING: 7480-AQ 1971
 OO0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0533
 OO0533  HISTORY     - Date     Condition        Report By
 OO0533  HISTORY     - 1971     MONUMENTED       MNDT
 OO0533
 OO0533                          STATION DESCRIPTION
 OO0533
 OO0533'DESCRIBED BY MN DEPT OF TRANSP 1971
 OO0533'7 MI NNE FROM ELLENDALE.
 OO0533'MARK IS LOCATED 1.5 MILES WEST ALONG T.H. 30 FROM THE JUNCTION OF T.H.
 OO0533'30 AND COUNTY ROAD 14 IN ELLENDALE, THENCE, 6.5 MILES NORTH ALONG FAI
 OO0533'35, 1 MILE NORTH OF THE COUNTY ROAD 14 BRIDGE (I-35), 175 FEET SOUTH
 OO0533'OF A TOWNSHIP ROAD (DEAD-END), 98 FEET EAST OF THE CENTERLINE OF
 OO0533'NORTHBOUND FAI 35 AT MILE POINT 33.8 (STATION 474+27), 3 FEET WEST OF
 OO0533'THE EAST RIGHT OF WAY FENCE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN
 OO0533'A 6 FOOT PRE-CAST CONCRETE MONUMENT BURIED 3 INCHES BELOW GROUND. SE
 OO0533'1/4 SECTION 20, T 106N, R 20W.  NOTE-- THIS MARK IS ALSO 8.6 MILES
 OO0533'SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI 35 AND T.H. 14 IN
 OO0533'OWATONNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0534 ***********************************************************************
 OO0534  DESIGNATION -  7480 AR
 OO0534  PID         -  OO0534
 OO0534  STATE/COUNTY-  MN/STEELE
 OO0534  USGS QUAD   -  HOPE (1967)
 OO0534
 OO0534                         *CURRENT SURVEY CONTROL
 OO0534  ___________________________________________________________________
 OO0534* NAD 83(1996)-  43 57 25.53790(N)    093 15 34.32177(W)     ADJUSTED  
 OO0534* NAVD 88     -       369.149  (meters)    1211.12   (feet)  ADJUSTED  
 OO0534  ___________________________________________________________________
 OO0534  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 OO0534  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 OO0534  DYNAMIC HT  -         369.085 (meters)    1210.91  (feet)  COMP
 OO0534  MODELED GRAV-     980,435.6   (mgal)                       NAVD 88
 OO0534
 OO0534  HORZ ORDER  -  SECOND
 OO0534  VERT ORDER  -  SECOND    CLASS 0
 OO0534
 OO0534.The horizontal coordinates were established by classical geodetic methods
 OO0534.and adjusted by the National Geodetic Survey in March 1999..
 OO0534
 OO0534.The orthometric height was determined by differential leveling
 OO0534.and adjusted by the National Geodetic Survey in June 1991..
 OO0534
 OO0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0534
 OO0534.The geoid height was determined by GEOID03.
 OO0534
 OO0534.The dynamic height is computed by dividing the NAVD 88
 OO0534.geopotential number by the normal gravity value computed on the
 OO0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0534.degrees latitude (g = 980.6199 gals.).
 OO0534
 OO0534.The modeled gravity was interpolated from observed gravity values.
 OO0534
 OO0534;                    North         East     Units Scale Factor Converg.
 OO0534;SPC MN S     -   206,613.994   859,429.974   MT  0.99996688   +0 31 08.4
 OO0534;UTM  15      - 4,867,140.104   479,177.114   MT  0.99960533   -0 10 48.5
 OO0534
 OO0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0534!SPC MN S     -   0.99994659  x   0.99996688  =   0.99991347
 OO0534!UTM  15      -   0.99994659  x   0.99960533  =   0.99955194
 OO0534
 OO0534                          SUPERSEDED SURVEY CONTROL
 OO0534
 OO0534  NAD 83(1986)-  43 57 25.52726(N)    093 15 34.32116(W) AD(       ) 2
 OO0534  NAVD 88 (07/23/98)  369.15   (m)         1211.1    (f) LEVELING    3  
 OO0534  NGVD 29 (??/??/92)  369.135  (m)         1211.07   (f) ADJ UNCH    2 0
 OO0534
 OO0534.Superseded values are not recommended for survey control.
 OO0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0534.See file dsdata.txt to determine how the superseded data were derived.
 OO0534
 OO0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7917767140(NAD 83)
 OO0534_MARKER: DD = SURVEY DISK
 OO0534_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0534_SP_SET: BRIDGE
 OO0534_STAMPING: 7480-AR 1971
 OO0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0534
 OO0534  HISTORY     - Date     Condition        Report By
 OO0534  HISTORY     - 1971     MONUMENTED       MNDT
 OO0534  HISTORY     - 1986     GOOD             USPSQD
 OO0534
 OO0534                          STATION DESCRIPTION
 OO0534
 OO0534'DESCRIBED BY MN DEPT OF TRANSP 1971
 OO0534'6 MI N FROM ELLENDALE.
 OO0534'MARK IS LOCATED 1.5 MILES EAST ALONG T.H. 30, FROM THE JUNCTION OF
 OO0534'T.H. 30 AND COUNTY ROAD 14 IN ELLENDALE, THENCE, 6 MILES NORTH ALONG
 OO0534'FAI 35, IN THE SOUTHEAST CORNER OF BRIDGE NO. 74802, COUNTY ROAD 14
 OO0534'OVER FAI 35.  SE 1/4 SECTION 29, T 106N, R 20W.  NOTE-- THIS MARK IS
 OO0534'ALSO 0.8 MILES EAST ALONG COUNTY ROAD 14 FROM THE JUNCTION OF COUNTY
 OO0534'ROAD 14 AND COUNTY ROAD 4 IN THE VILLAGE OF HOPE.
 OO0534
 OO0534                          STATION RECOVERY (1986)
 OO0534
 OO0534'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 OO0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0538 ***********************************************************************
 OO0538  DESIGNATION -  7480 AS
 OO0538  PID         -  OO0538
 OO0538  STATE/COUNTY-  MN/STEELE
 OO0538  USGS QUAD   -  HOPE (1967)
 OO0538
 OO0538                         *CURRENT SURVEY CONTROL
 OO0538  ___________________________________________________________________
 OO0538* NAD 83(1986)-  43 56 42.     (N)    093 15 58.     (W)     SCALED    
 OO0538* NAVD 88     -       359.609  (meters)    1179.82   (feet)  ADJUSTED  
 OO0538  ___________________________________________________________________
 OO0538  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 OO0538  DYNAMIC HT  -         359.545 (meters)    1179.61  (feet)  COMP
 OO0538  MODELED GRAV-     980,432.2   (mgal)                       NAVD 88
 OO0538
 OO0538  VERT ORDER  -  SECOND    CLASS 0
 OO0538
 OO0538.The horizontal coordinates were scaled from a topographic map and have
 OO0538.an estimated accuracy of +/- 6 seconds.
 OO0538
 OO0538.The orthometric height was determined by differential leveling
 OO0538.and adjusted by the National Geodetic Survey in June 1991..
 OO0538
 OO0538.The geoid height was determined by GEOID03.
 OO0538
 OO0538.The dynamic height is computed by dividing the NAVD 88
 OO0538.geopotential number by the normal gravity value computed on the
 OO0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0538.degrees latitude (g = 980.6199 gals.).
 OO0538
 OO0538.The modeled gravity was interpolated from observed gravity values.
 OO0538
 OO0538;                    North         East    Units  Estimated Accuracy
 OO0538;SPC MN S     -   205,270.      858,910.      MT  (+/- 180 meters Scaled)
 OO0538
 OO0538                          SUPERSEDED SURVEY CONTROL
 OO0538
 OO0538  NGVD 29 (??/??/92)  359.595  (m)         1179.77   (f) ADJ UNCH    2 0
 OO0538
 OO0538.Superseded values are not recommended for survey control.
 OO0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0538.See file dsdata.txt to determine how the superseded data were derived.
 OO0538
 OO0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ786657(NAD 83)
 OO0538_MARKER: DD = SURVEY DISK
 OO0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0538_STAMPING: 7480-AS 1971
 OO0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0538+STABILITY: SURFACE MOTION
 OO0538
 OO0538  HISTORY     - Date     Condition        Report By
 OO0538  HISTORY     - 1971     MONUMENTED       MNDT
 OO0538
 OO0538                          STATION DESCRIPTION
 OO0538
 OO0538'DESCRIBED BY MN DEPT OF TRANSP 1971
 OO0538'5.1 MI N FROM ELLENDALE.
 OO0538'MARK IS LOCATED 1.5 MILES EAST ALONG T.H. 30 FROM THE JUNCTION OF T.H.
 OO0538'30 AND COUNTY ROAD 14 IN ELLENDALE, THENCE, 5.1 MILES NORTH ALONG FAI
 OO0538'35, 0.9 MILES SOUTH OF THE COUNTY ROAD 14 FAI 35 BRIDGE, 97 FEET EAST
 OO0538'OF AND 4 FEET LOWER THAN, NORTHBOUND FAI 35 CENTERLINE AT MILE POINT
 OO0538'32.0 (STATION 377+11), 2.5 FEET WEST OF THE EAST RIGHT OF WAY FENCE, 1
 OO0538'FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE
 OO0538'MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  NW 1/4 SECTION 32, T 106N,
 OO0538'R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0539 ***********************************************************************
 OO0539  DESIGNATION -  7480 AT
 OO0539  PID         -  OO0539
 OO0539  STATE/COUNTY-  MN/STEELE
 OO0539  USGS QUAD   -  HOPE (1967)
 OO0539
 OO0539                         *CURRENT SURVEY CONTROL
 OO0539  ___________________________________________________________________
 OO0539* NAD 83(1996)-  43 56 06.77212(N)    093 16 19.06449(W)     ADJUSTED  
 OO0539* NAVD 88     -       361.103  (meters)    1184.72   (feet)  ADJUSTED  
 OO0539  ___________________________________________________________________
 OO0539  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 OO0539  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 OO0539  DYNAMIC HT  -         361.039 (meters)    1184.51  (feet)  COMP
 OO0539  MODELED GRAV-     980,429.8   (mgal)                       NAVD 88
 OO0539
 OO0539  HORZ ORDER  -  SECOND
 OO0539  VERT ORDER  -  SECOND    CLASS 0
 OO0539
 OO0539.The horizontal coordinates were established by classical geodetic methods
 OO0539.and adjusted by the National Geodetic Survey in March 1999..
 OO0539
 OO0539.The orthometric height was determined by differential leveling
 OO0539.and adjusted by the National Geodetic Survey in June 1991..
 OO0539
 OO0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0539
 OO0539.The geoid height was determined by GEOID03.
 OO0539
 OO0539.The dynamic height is computed by dividing the NAVD 88
 OO0539.geopotential number by the normal gravity value computed on the
 OO0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0539.degrees latitude (g = 980.6199 gals.).
 OO0539
 OO0539.The modeled gravity was interpolated from observed gravity values.
 OO0539
 OO0539;                    North         East     Units Scale Factor Converg.
 OO0539;SPC MN S     -   204,174.162   858,454.135   MT  0.99997055   +0 30 37.1
 OO0539;UTM  15      - 4,864,713.241   478,171.945   MT  0.99960586   -0 11 19.3
 OO0539
 OO0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0539!SPC MN S     -   0.99994786  x   0.99997055  =   0.99991841
 OO0539!UTM  15      -   0.99994786  x   0.99960586  =   0.99955374
 OO0539
 OO0539                          SUPERSEDED SURVEY CONTROL
 OO0539
 OO0539  NAD 83(1986)-  43 56 06.76148(N)    093 16 19.06366(W) AD(       ) 2
 OO0539  NAVD 88 (07/23/98)  361.10   (m)         1184.7    (f) LEVELING    3  
 OO0539  NGVD 29 (??/??/92)  361.090  (m)         1184.68   (f) ADJ UNCH    2 0
 OO0539
 OO0539.Superseded values are not recommended for survey control.
 OO0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0539.See file dsdata.txt to determine how the superseded data were derived.
 OO0539
 OO0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7817264713(NAD 83)
 OO0539_MARKER: DB = BENCH MARK DISK
 OO0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0539+STABILITY: SURFACE MOTION
 OO0539
 OO0539  HISTORY     - Date     Condition        Report By
 OO0539  HISTORY     - 1971     MONUMENTED       MNDT
 OO0539  HISTORY     - 1971     GOOD             MNDT
 OO0539
 OO0539                          STATION DESCRIPTION
 OO0539
 OO0539'DESCRIBED BY MN DEPT OF TRANSP 1971 (DKH)
 OO0539'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF THE SMALL TOWN OF
 OO0539'HOPE, IN THE NE 1/4 OF SECTION 6, T105N, R20W, ON THE EAST
 OO0539'RIGHT-OF-WAY OF INTERSTATE HIGHWAY 35 AT MILEPOINT 31.2 AND ENGINEERS
 OO0539'STATION 334+16.
 OO0539'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND
 OO0539'COUNTY ROAD 14, ABOUT 9 MILES SOUTH OF OWATONNA, GO SOUTH ON
 OO0539'INTERSTATE 35 FOR 1.5 MILES TO THE STATION ON THE LEFT.
 OO0539'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7480 AT
 OO0539'1971---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST CONCRETE MONUMENT
 OO0539'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 97 FEET
 OO0539'EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF INTERSTATE 35, 20
 OO0539'FEET SOUTH OF A TOWNSHIP ROAD (DEADEND), 15 FEET SOUTHWEST OF THE
 OO0539'SOUTH END OF A BARRICADE, 12 FEET NORTH OF A RIGHT-OF-WAY MARKER, 3.5
 OO0539'FEET WEST OF THE RIGHT-OF-WAY FENCE, NEAR THE NORTHWEST CORNER OF A
 OO0539'GROVE OF TREES, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.
 OO0539'THIS STATION IS AN AZIMUTH MARK FOR STATION MARIE MNDT.
 OO0539
 OO0539                          STATION RECOVERY (1971)
 OO0539
 OO0539'RECOVERY NOTE BY MN DEPT OF TRANSP 1971
 OO0539'4.5 MI N FROM ELLENDALE.
 OO0539'MARK IS LOCATED 1.5 MILES EAST ALONG T.H. 30 FROM THE JUNCTION OF T.H.
 OO0539'30 AND COUNTY ROAD 14 IN ELLENDALE, THENCE, 4.5 MILES NORTH ALONG FAI
 OO0539'35, 1.5 MILES SOUTH OF THE COUNTY ROAD 14 FAI 35 BRIDGE, NEAR THE
 OO0539'NORTHWEST CORNER OF A GROVE OF TREES, 97 FEET EAST OF THE CENTERLINE
 OO0539'OF NORTHBOUND FAI 35 AT MILE POINT 31.2 (STATION 334+16), 20 FEET
 OO0539'SOUTH OF A TOWNSHIP ROAD (DEADEND), 15 FEET SOUTHWEST OF THE SOUTHEND
 OO0539'OF A BARRICADE, 12 FEET NORTH OF A RIGHT OF WAY MARKER, 3.5 FEET WEST
 OO0539'OF A RIGHT OF WAY FENCE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6
 OO0539'FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. NW 1/4
 OO0539'SECTION 6, T 105N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0540 ***********************************************************************
 OO0540  DESIGNATION -  7480 AU
 OO0540  PID         -  OO0540
 OO0540  STATE/COUNTY-  MN/STEELE
 OO0540  USGS QUAD   -  HOPE (1967)
 OO0540
 OO0540                         *CURRENT SURVEY CONTROL
 OO0540  ___________________________________________________________________
 OO0540* NAD 83(1986)-  43 55 39.     (N)    093 16 34.     (W)     SCALED    
 OO0540* NAVD 88     -       362.001  (meters)    1187.66   (feet)  ADJUSTED  
 OO0540  ___________________________________________________________________
 OO0540  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 OO0540  DYNAMIC HT  -         361.936 (meters)    1187.45  (feet)  COMP
 OO0540  MODELED GRAV-     980,427.1   (mgal)                       NAVD 88
 OO0540
 OO0540  VERT ORDER  -  SECOND    CLASS 0
 OO0540
 OO0540.The horizontal coordinates were scaled from a topographic map and have
 OO0540.an estimated accuracy of +/- 6 seconds.
 OO0540
 OO0540.The orthometric height was determined by differential leveling
 OO0540.and adjusted by the National Geodetic Survey in June 1991..
 OO0540
 OO0540.The geoid height was determined by GEOID03.
 OO0540
 OO0540.The dynamic height is computed by dividing the NAVD 88
 OO0540.geopotential number by the normal gravity value computed on the
 OO0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0540.degrees latitude (g = 980.6199 gals.).
 OO0540
 OO0540.The modeled gravity was interpolated from observed gravity values.
 OO0540
 OO0540;                    North         East    Units  Estimated Accuracy
 OO0540;SPC MN S     -   203,310.      858,130.      MT  (+/- 180 meters Scaled)
 OO0540
 OO0540                          SUPERSEDED SURVEY CONTROL
 OO0540
 OO0540  NGVD 29 (??/??/92)  361.988  (m)         1187.62   (f) ADJ UNCH    2 0
 OO0540
 OO0540.Superseded values are not recommended for survey control.
 OO0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0540.See file dsdata.txt to determine how the superseded data were derived.
 OO0540
 OO0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ778638(NAD 83)
 OO0540_MARKER: DD = SURVEY DISK
 OO0540_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0540_SP_SET: CULVERT
 OO0540_STAMPING: 7480-AU 1971
 OO0540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0540
 OO0540  HISTORY     - Date     Condition        Report By
 OO0540  HISTORY     - 1971     MONUMENTED       MNDT
 OO0540
 OO0540                          STATION DESCRIPTION
 OO0540
 OO0540'DESCRIBED BY MN DEPT OF TRANSP 1971
 OO0540'4 MI N FROM ELLENDALE.
 OO0540'MARK IS LOCATED 1.5 MILES EAST ALONG T.H. 30 FROM THE JUNCTION OF T.H.
 OO0540'30 AND COUNTY ROAD 14, IN ELLENDALE, THENCE, 4 MILES NORTH ALONG FAI
 OO0540'35, 2.1 MILES SOUTH OF COUNTY ROAD 14, IN THE SOUTHEAST CORNER OF A
 OO0540'BOX CULVERT UNDER NORTHBOUND FAI 35 AT MILE POINT 30.6 (STATION
 OO0540'302+50), 35 FEET EAST OF, AND 4 FEET LOWER THAN THE CENTERLINE OF FAI
 OO0540'35.  SE 1/4 SECTION 6, T 105N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0541 ***********************************************************************
 OO0541  DESIGNATION -  7480 AV
 OO0541  PID         -  OO0541
 OO0541  STATE/COUNTY-  MN/STEELE
 OO0541  USGS QUAD   -  HOPE (1967)
 OO0541
 OO0541                         *CURRENT SURVEY CONTROL
 OO0541  ___________________________________________________________________
 OO0541* NAD 83(1996)-  43 55 15.03435(N)    093 16 35.71970(W)     ADJUSTED  
 OO0541* NAVD 88     -       364.418  (meters)    1195.59   (feet)  ADJUSTED  
 OO0541  ___________________________________________________________________
 OO0541  X           -    -263,022.276 (meters)                     COMP
 OO0541  Y           -  -4,594,300.766 (meters)                     COMP
 OO0541  Z           -   4,401,993.556 (meters)                     COMP
 OO0541  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 OO0541  ELLIP HEIGHT-         335.82  (meters)          (03/16/99) GPS OBS
 OO0541  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 OO0541  DYNAMIC HT  -         364.351 (meters)    1195.37  (feet)  COMP
 OO0541  MODELED GRAV-     980,425.5   (mgal)                       NAVD 88
 OO0541
 OO0541  HORZ ORDER  -  FIRST
 OO0541  VERT ORDER  -  SECOND    CLASS 0
 OO0541  ELLP ORDER  -  FOURTH    CLASS I
 OO0541
 OO0541.The horizontal coordinates were established by GPS observations
 OO0541.and adjusted by the National Geodetic Survey in March 1999..
 OO0541
 OO0541.The orthometric height was determined by differential leveling
 OO0541.and adjusted by the National Geodetic Survey in June 1991..
 OO0541
 OO0541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0541
 OO0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0541
 OO0541.The ellipsoidal height was determined by GPS observations
 OO0541.and is referenced to NAD 83.
 OO0541
 OO0541.The geoid height was determined by GEOID03.
 OO0541
 OO0541.The dynamic height is computed by dividing the NAVD 88
 OO0541.geopotential number by the normal gravity value computed on the
 OO0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0541.degrees latitude (g = 980.6199 gals.).
 OO0541
 OO0541.The modeled gravity was interpolated from observed gravity values.
 OO0541
 OO0541;                    North         East     Units Scale Factor Converg.
 OO0541;SPC MN S     -   202,574.131   858,096.819   MT  0.99997304   +0 30 25.4
 OO0541;UTM  15      - 4,863,118.272   477,795.274   MT  0.99960606   -0 11 30.7
 OO0541
 OO0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0541!SPC MN S     -   0.99994734  x   0.99997304  =   0.99992039
 OO0541!UTM  15      -   0.99994734  x   0.99960606  =   0.99955342
 OO0541
 OO0541:                Primary Azimuth Mark                     Grid Az
 OO0541:SPC MN S     -  MARIE                                    352 34 59.3
 OO0541:UTM  15      -  MARIE                                    353 16 55.4
 OO0541
 OO0541|---------------------------------------------------------------------|
 OO0541| PID    Reference Object                     Distance      Geod. Az  |
 OO0541|                                                           dddmmss.s |
 OO0541| AF9757 MARIE                               APPROX. 0.6 KM 3530524.7 |
 OO0541|---------------------------------------------------------------------|
 OO0541
 OO0541                          SUPERSEDED SURVEY CONTROL
 OO0541
 OO0541  NAD 83(1986)-  43 55 15.02365(N)    093 16 35.71904(W) AD(       ) 1
 OO0541  NAVD 88 (07/23/98)  364.42   (m)         1195.6    (f) LEVELING    3  
 OO0541  NGVD 29 (??/??/92)  364.405  (m)         1195.55   (f) ADJ UNCH    2 0
 OO0541
 OO0541.Superseded values are not recommended for survey control.
 OO0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0541.See file dsdata.txt to determine how the superseded data were derived.
 OO0541
 OO0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7779563118(NAD 83)
 OO0541_MARKER: DB = BENCH MARK DISK
 OO0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0541_STAMPING: 7480 AV 1971
 OO0541_MARK LOGO: MNDT  
 OO0541_PROJECTION: FLUSH
 OO0541_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0541+STABILITY: SURFACE MOTION
 OO0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0541+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 OO0541
 OO0541  HISTORY     - Date     Condition        Report By
 OO0541  HISTORY     - 1971     MONUMENTED       MNDT
 OO0541  HISTORY     - 19930110 GOOD             MNDT
 OO0541  HISTORY     - 20040602 GOOD             MNDT
 OO0541
 OO0541                          STATION DESCRIPTION
 OO0541
 OO0541'DESCRIBED BY MN DEPT OF TRANSP 1971
 OO0541'3.5 MI N FROM ELLENDALE.
 OO0541'MARK IS LOCATED 1.5 MILES EAST ALONG T.H. 30 FROM THE JUNCTION OF T.H.
 OO0541'30 AND COUNTY ROAD 14 IN ELLENDALE, THENCE, 3.5 MILES NORTH ALONG FAI
 OO0541'35, 2.5 MILES SOUTH OF COUNTY ROAD 14, 98 FEET EAST OF THE CENTERLINE
 OO0541'OF NORTHBOUND FAI 35 AT MILE POINT 30.1 (STATION 279+10), 35 FEET
 OO0541'NORTH OF A TOWNSHIP ROAD (DEAD-END), 9 FEET NORTHWEST OF A POWER POLE,
 OO0541'4 FEET WEST OF A RIGHT OF WAY MARKER, 3 FEET WEST OF THE EAST RIGHT OF
 OO0541'WAY FENCE, 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST
 OO0541'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 6, T
 OO0541'105N, R 20W.
 OO0541
 OO0541                          STATION RECOVERY (1993)
 OO0541
 OO0541'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 OO0541'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0541'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) NNE OF ELLENDALE, 3.5 MI
 OO0541'(5.6 KM) NORTH ALONG FAI 35 FROM THE JCT OF FAI 35 AND TH 30, AT FAI
 OO0541'35 MP 30.15, 98 FT (29.9 M) EAST OF NB FAI 35, 35 FT (10.7 M) NORTH OF
 OO0541'A DEADEND TWP RD, 9 FT (2.7 M) NW OF A P-POLE, 4 FT (1.2 M) WEST OF A
 OO0541'R/W SIGN POST, 3 FT (0.9 M) WEST OF A R/W FENCE, AND 1.0 FT (0.3 M)
 OO0541'NORTH OF WIT POST.
 OO0541
 OO0541                          STATION RECOVERY (2004)
 OO0541
 OO0541'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 OO0541'2.5 MILES SOUTH-SOUTHEAST OF HOPE, AT INTERSTATE HIGHWAY 35 MILEPOINT
 OO0541'30.15, AT INTERSTATE HIGHWAY 35 STATION 279+10, 98 FEET EAST OF
 OO0541'NORTHBOUND INTERSTATE HIGHWAY 35, 35 FEET NORTH OF DEAD END TOWNSHIP
 OO0541'ROAD, 9 FEET NORTHWEST OF POWER POLE, 4 FEET WEST OF R/W MARKER, 3
 OO0541'FEET WEST OF R/W FENCE, 1.0 FEET NORTH OF WITNESS POST, FLUSH,
 OO0541'MAGNETIC, GOOD FOR GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0544 ***********************************************************************
 OO0544  DESIGNATION -  7480 AW
 OO0544  PID         -  OO0544
 OO0544  STATE/COUNTY-  MN/STEELE
 OO0544  USGS QUAD   -  HOPE (1967)
 OO0544
 OO0544                         *CURRENT SURVEY CONTROL
 OO0544  ___________________________________________________________________
 OO0544* NAD 83(1986)-  43 54 23.     (N)    093 16 35.     (W)     SCALED    
 OO0544* NAVD 88     -       365.510  (meters)    1199.18   (feet)  ADJUSTED  
 OO0544  ___________________________________________________________________
 OO0544  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 OO0544  DYNAMIC HT  -         365.442 (meters)    1198.95  (feet)  COMP
 OO0544  MODELED GRAV-     980,422.4   (mgal)                       NAVD 88
 OO0544
 OO0544  VERT ORDER  -  SECOND    CLASS 0
 OO0544
 OO0544.The horizontal coordinates were scaled from a topographic map and have
 OO0544.an estimated accuracy of +/- 6 seconds.
 OO0544
 OO0544.The orthometric height was determined by differential leveling
 OO0544.and adjusted by the National Geodetic Survey in June 1991..
 OO0544
 OO0544.The geoid height was determined by GEOID03.
 OO0544
 OO0544.The dynamic height is computed by dividing the NAVD 88
 OO0544.geopotential number by the normal gravity value computed on the
 OO0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0544.degrees latitude (g = 980.6199 gals.).
 OO0544
 OO0544.The modeled gravity was interpolated from observed gravity values.
 OO0544
 OO0544;                    North         East    Units  Estimated Accuracy
 OO0544;SPC MN S     -   200,970.      858,130.      MT  (+/- 180 meters Scaled)
 OO0544
 OO0544                          SUPERSEDED SURVEY CONTROL
 OO0544
 OO0544  NGVD 29 (??/??/92)  365.497  (m)         1199.13   (f) ADJ UNCH    2 0
 OO0544
 OO0544.Superseded values are not recommended for survey control.
 OO0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0544.See file dsdata.txt to determine how the superseded data were derived.
 OO0544
 OO0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ778615(NAD 83)
 OO0544_MARKER: DD = SURVEY DISK
 OO0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0544_STAMPING: 7480-AW
 OO0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0544+STABILITY: SURFACE MOTION
 OO0544
 OO0544  HISTORY     - Date     Condition        Report By
 OO0544  HISTORY     - UNK      MONUMENTED       MNDT
 OO0544  HISTORY     - 1971     GOOD             MNDT
 OO0544
 OO0544                          STATION DESCRIPTION
 OO0544
 OO0544'DESCRIBED BY MN DEPT OF TRANSP 1971
 OO0544'2.5 MI N FROM ELLENDALE.
 OO0544'MARK IS LOCATED 1.5 MILES EAST ALONG T.H. 30 FROM THE JUNCTION OF T.H.
 OO0544'30 AND COUNTY ROAD 14 IN ELLENDALE, THENCE, 2.5 MILES NORTH ALONG FAI
 OO0544'35, 98 FEET EAST OF AND 4 FEET HIGHER THAN THE CENTERLINE OF
 OO0544'NORTHBOUND FAI 35 AT MILE POINT 29.3 (STATION 235+94), 3.5 FEET WEST
 OO0544'OF THE EAST RIGHT OF WAY FENCE, 1 FOOT NORTH OF A STEEL WITNESS POST,
 OO0544'IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. SW
 OO0544'1/4 SECTION 7, T 105N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0545 ***********************************************************************
 OO0545  DESIGNATION -  7480 AX
 OO0545  PID         -  OO0545
 OO0545  STATE/COUNTY-  MN/STEELE
 OO0545  USGS QUAD   -  HOPE (1967)
 OO0545
 OO0545                         *CURRENT SURVEY CONTROL
 OO0545  ___________________________________________________________________
 OO0545* NAD 83(1986)-  43 53 35.     (N)    093 16 36.     (W)     SCALED    
 OO0545* NAVD 88     -       364.837  (meters)    1196.97   (feet)  ADJUSTED  
 OO0545  ___________________________________________________________________
 OO0545  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 OO0545  DYNAMIC HT  -         364.768 (meters)    1196.74  (feet)  COMP
 OO0545  MODELED GRAV-     980,419.5   (mgal)                       NAVD 88
 OO0545
 OO0545  VERT ORDER  -  SECOND    CLASS 0
 OO0545
 OO0545.The horizontal coordinates were scaled from a topographic map and have
 OO0545.an estimated accuracy of +/- 6 seconds.
 OO0545
 OO0545.The orthometric height was determined by differential leveling
 OO0545.and adjusted by the National Geodetic Survey in June 1991..
 OO0545
 OO0545.The geoid height was determined by GEOID03.
 OO0545
 OO0545.The dynamic height is computed by dividing the NAVD 88
 OO0545.geopotential number by the normal gravity value computed on the
 OO0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0545.degrees latitude (g = 980.6199 gals.).
 OO0545
 OO0545.The modeled gravity was interpolated from observed gravity values.
 OO0545
 OO0545;                    North         East    Units  Estimated Accuracy
 OO0545;SPC MN S     -   199,490.      858,120.      MT  (+/- 180 meters Scaled)
 OO0545
 OO0545                          SUPERSEDED SURVEY CONTROL
 OO0545
 OO0545  NGVD 29 (??/??/92)  364.824  (m)         1196.93   (f) ADJ UNCH    2 0
 OO0545
 OO0545.Superseded values are not recommended for survey control.
 OO0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0545.See file dsdata.txt to determine how the superseded data were derived.
 OO0545
 OO0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ777600(NAD 83)
 OO0545_MARKER: DD = SURVEY DISK
 OO0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0545_STAMPING: 7480-AX 1971
 OO0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0545+STABILITY: SURFACE MOTION
 OO0545
 OO0545  HISTORY     - Date     Condition        Report By
 OO0545  HISTORY     - 1971     MONUMENTED       MNDT
 OO0545
 OO0545                          STATION DESCRIPTION
 OO0545
 OO0545'DESCRIBED BY MN DEPT OF TRANSP 1971
 OO0545'2.2 MI NW FROM ELLENDALE.
 OO0545'MARK IS LOCATED 1.5 MILES EAST ALONG T.H. 30 FROM THE JUNCTION OF T.H.
 OO0545'30 AND COUNTY ROAD 14 IN ELLENDALE, THENCE, 1.8 MILES NORTH ALONG FAI
 OO0545'35, 98 FEET EAST OF AND 2 FEET LOWER THAN THE CENTERLINE OF NORTHBOUND
 OO0545'FAI 35 AT MILE POINT 28.4 (STATION 187+00), 3.5 FEET WEST OF A RIGHT
 OO0545'OF WAY MARKER, 2.5 FEET WEST OF THE EAST RIGHT OF WAY FENCE, 1 FOOT
 OO0545'NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 OO0545'SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 18, T 105N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0546 ***********************************************************************
 OO0546  DESIGNATION -  7480 AY
 OO0546  PID         -  OO0546
 OO0546  STATE/COUNTY-  MN/STEELE
 OO0546  USGS QUAD   -  HOPE (1967)
 OO0546
 OO0546                         *CURRENT SURVEY CONTROL
 OO0546  ___________________________________________________________________
 OO0546* NAD 83(1986)-  43 52 37.     (N)    093 16 36.     (W)     SCALED    
 OO0546* NAVD 88     -       372.288  (meters)    1221.41   (feet)  ADJUSTED  
 OO0546  ___________________________________________________________________
 OO0546  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 OO0546  DYNAMIC HT  -         372.217 (meters)    1221.18  (feet)  COMP
 OO0546  MODELED GRAV-     980,416.2   (mgal)                       NAVD 88
 OO0546
 OO0546  VERT ORDER  -  SECOND    CLASS 0
 OO0546
 OO0546.The horizontal coordinates were scaled from a topographic map and have
 OO0546.an estimated accuracy of +/- 6 seconds.
 OO0546
 OO0546.The orthometric height was determined by differential leveling
 OO0546.and adjusted by the National Geodetic Survey in June 1991..
 OO0546
 OO0546.The geoid height was determined by GEOID03.
 OO0546
 OO0546.The dynamic height is computed by dividing the NAVD 88
 OO0546.geopotential number by the normal gravity value computed on the
 OO0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0546.degrees latitude (g = 980.6199 gals.).
 OO0546
 OO0546.The modeled gravity was interpolated from observed gravity values.
 OO0546
 OO0546;                    North         East    Units  Estimated Accuracy
 OO0546;SPC MN S     -   197,700.      858,130.      MT  (+/- 180 meters Scaled)
 OO0546
 OO0546                          SUPERSEDED SURVEY CONTROL
 OO0546
 OO0546  NGVD 29 (??/??/92)  372.276  (m)         1221.38   (f) ADJ UNCH    2 0
 OO0546
 OO0546.Superseded values are not recommended for survey control.
 OO0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0546.See file dsdata.txt to determine how the superseded data were derived.
 OO0546
 OO0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ777582(NAD 83)
 OO0546_MARKER: DD = SURVEY DISK
 OO0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0546_STAMPING: 7480-AY 1971
 OO0546_PROJECTION: RECESSED 3 CENTIMETERS
 OO0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0546+STABILITY: SURFACE MOTION
 OO0546
 OO0546  HISTORY     - Date     Condition        Report By
 OO0546  HISTORY     - 1971     MONUMENTED       MNDT
 OO0546  HISTORY     - 1978     GOOD             MNDT
 OO0546
 OO0546                          STATION DESCRIPTION
 OO0546
 OO0546'DESCRIBED BY MN DEPT OF TRANSP 1971
 OO0546'1.5 MI E FROM ELLENDALE.
 OO0546'MARK IS LOCATED 1.5 MILES EAST ALONG T.H. 30 FROM THE JUNCTION OF T.H.
 OO0546'30 AND COUNTY ROAD 14 IN ELLENDALE, THENCE, 0.5 MILES NORTH ALONG FAI
 OO0546'35, 100 FEET NORTH OF A CULVERT UNDER FAI 35, 98 FEET EAST OF, AND
 OO0546'ABOUT LEVEL WITH THE CENTERLINE OF NORTHBOUND FAI 35 AT MILE POINT
 OO0546'27.5 (STATION 139+92), 1 FOOT WEST OF THE EAST RIGHT OF WAY FENCE, 1
 OO0546'FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE
 OO0546'MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 19, T 105N, R 20W.
 OO0546
 OO0546                          STATION RECOVERY (1978)
 OO0546
 OO0546'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 OO0546'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 107.
 OO0546'IT IS LOCATED 1.5 MILES EAST ALONG TRUNK HIGHWAY 30 FROM ITS JUNCTION
 OO0546'WITH COUNTY ROAD 14 AT ELLENDALE, THENCE 0.9 MILE NORTH ALONG FAI 35
 OO0546'AT FAI 35 MILEPOINT 27.5. IT IS 97.7 FT. EAST OF AND ABOUT LEVEL WITH
 OO0546'THE CENTERLINE OF NORTHBOUND FAI 35, 157.8 FT. NORTH NORTHEAST OF THE
 OO0546'EAST END OF A 24 INCH SECTIONAL CONCRETE PIPE UNDER FAI 35, 217 FT.
 OO0546'SOUTH SOUTHEAST OF THE EAST LEG OF A HIGHWAY MILEAGE SIGN, AND 1.4 FT.
 OO0546'WEST OF A RIGHT OF WAY FENCE. MARK IS 0.8 FT. NORTH OF A STEEL
 OO0546'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0547 ***********************************************************************
 OO0547  DESIGNATION -  7480 AZ
 OO0547  PID         -  OO0547
 OO0547  STATE/COUNTY-  MN/STEELE
 OO0547  USGS QUAD   -  HOPE (1967)
 OO0547
 OO0547                         *CURRENT SURVEY CONTROL
 OO0547  ___________________________________________________________________
 OO0547* NAD 83(1996)-  43 52 37.97207(N)    093 16 35.25836(W)     ADJUSTED  
 OO0547* NAVD 88     -       377.552  (meters)    1238.69   (feet)  ADJUSTED  
 OO0547  ___________________________________________________________________
 OO0547  X           -    -263,204.655 (meters)                     COMP
 OO0547  Y           -  -4,597,666.657 (meters)                     COMP
 OO0547  Z           -   4,398,509.422 (meters)                     COMP
 OO0547  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 OO0547  ELLIP HEIGHT-         348.84  (meters)          (03/16/99) GPS OBS
 OO0547  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 OO0547  DYNAMIC HT  -         377.480 (meters)    1238.45  (feet)  COMP
 OO0547  MODELED GRAV-     980,415.7   (mgal)                       NAVD 88
 OO0547
 OO0547  HORZ ORDER  -  FIRST
 OO0547  VERT ORDER  -  SECOND    CLASS 0
 OO0547  ELLP ORDER  -  FOURTH    CLASS I
 OO0547
 OO0547.The horizontal coordinates were established by GPS observations
 OO0547.and adjusted by the National Geodetic Survey in March 1999..
 OO0547
 OO0547.The orthometric height was determined by differential leveling
 OO0547.and adjusted by the National Geodetic Survey in June 1991..
 OO0547
 OO0547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0547
 OO0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0547
 OO0547.The ellipsoidal height was determined by GPS observations
 OO0547.and is referenced to NAD 83.
 OO0547
 OO0547.The geoid height was determined by GEOID03.
 OO0547
 OO0547.The dynamic height is computed by dividing the NAVD 88
 OO0547.geopotential number by the normal gravity value computed on the
 OO0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0547.degrees latitude (g = 980.6199 gals.).
 OO0547
 OO0547.The modeled gravity was interpolated from observed gravity values.
 OO0547
 OO0547;                    North         East     Units Scale Factor Converg.
 OO0547;SPC MN S     -   197,726.959   858,150.016   MT  0.99998098   +0 30 25.7
 OO0547;UTM  15      - 4,858,272.609   477,789.350   MT  0.99960607   -0 11 29.8
 OO0547
 OO0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0547!SPC MN S     -   0.99994530  x   0.99998098  =   0.99992628
 OO0547!UTM  15      -   0.99994530  x   0.99960607  =   0.99955139
 OO0547
 OO0547                          SUPERSEDED SURVEY CONTROL
 OO0547
 OO0547  NAD 83(1986)-  43 52 37.96109(N)    093 16 35.25737(W) AD(       ) 1
 OO0547  NAVD 88 (07/23/98)  377.55   (m)         1238.7    (f) LEVELING    3  
 OO0547  NGVD 29 (??/??/92)  377.541  (m)         1238.65   (f) ADJ UNCH    2 0
 OO0547
 OO0547.Superseded values are not recommended for survey control.
 OO0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0547.See file dsdata.txt to determine how the superseded data were derived.
 OO0547
 OO0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7778958273(NAD 83)
 OO0547_MARKER: DB = BENCH MARK DISK
 OO0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0547_STAMPING: 7480 AZ 1971
 OO0547_MARK LOGO: MNDT  
 OO0547_PROJECTION: PROJECTING 5 CENTIMETERS
 OO0547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0547+STABILITY: SURFACE MOTION
 OO0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0547+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1993
 OO0547
 OO0547  HISTORY     - Date     Condition        Report By
 OO0547  HISTORY     - 1971     MONUMENTED       MNDT
 OO0547  HISTORY     - 1978     GOOD             MNDT
 OO0547  HISTORY     - 19930111 GOOD             MNDT
 OO0547
 OO0547                          STATION DESCRIPTION
 OO0547
 OO0547'DESCRIBED BY MN DEPT OF TRANSP 1971
 OO0547'1.5 MI W FROM ELLENDALE.
 OO0547'MARK IS LOCATED 1.5 MILES EAST ALONG T.H. 30 FROM THE JUNCTION OF T.H.
 OO0547'30 AND COUNTY ROAD 14 IN ELLENDALE, THENCE, 0.3 MILES NORTH ALONG FAI
 OO0547'35, ABOUT 250 FEET SOUTH OF AN EMERGENCY CROSS-OVER, 98 FEET EAST OF,
 OO0547'AND 2 FEET HIGHER THAN THE CENTERLINE OF NORTHBOUND FAI 35 AT MILE
 OO0547'POINT 27.1 (STATION 120+00), 3 FEET WEST OF THE EAST RIGHT OF WAY
 OO0547'FENCE, 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST
 OO0547'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 30, T
 OO0547'105N, R 20W.
 OO0547
 OO0547                          STATION RECOVERY (1978)
 OO0547
 OO0547'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 OO0547'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 107.
 OO0547'IT IS LOCATED 1.5 MILES EAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION
 OO0547'OF TRUNK HIGHWAY 30 AND COUNTY ROAD 14 AT ELLENDALE, THENCE 0.5 MILES
 OO0547'NORTH ALONG FAI 35 AT FAI 35 MILEPOINT 271. IT IS 96.4 FT. EAST OF AND
 OO0547'4 FT. HIGHER THAN THE CENTERLINE OF FAI 35 AT STATION 120 AND 00, 280
 OO0547'FT. SOUTH OF AN EMERGENCY CROSS OVER, 7.4 FT. SOUTH SOUTHWEST OF A
 OO0547'CONTROLLED ACCESS SIGN, AND 2.6 FT. WEST OF A RIGHT OF WAY FENCE. MARK
 OO0547'IS 0.8 FT. WEST OF A STEEL WITNESS POST.
 OO0547
 OO0547                          STATION RECOVERY (1993)
 OO0547
 OO0547'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 OO0547'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0548 ***********************************************************************
 OO0548  DESIGNATION -  7480 BA
 OO0548  PID         -  OO0548
 OO0548  STATE/COUNTY-  MN/STEELE
 OO0548  USGS QUAD   -  ELLENDALE (1967)
 OO0548
 OO0548                         *CURRENT SURVEY CONTROL
 OO0548  ___________________________________________________________________
 OO0548* NAD 83(1986)-  43 52 12.     (N)    093 16 36.     (W)     SCALED    
 OO0548* NAVD 88     -       379.867  (meters)    1246.28   (feet)  ADJUSTED  
 OO0548  ___________________________________________________________________
 OO0548  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 OO0548  DYNAMIC HT  -         379.794 (meters)    1246.04  (feet)  COMP
 OO0548  MODELED GRAV-     980,414.8   (mgal)                       NAVD 88
 OO0548
 OO0548  VERT ORDER  -  SECOND    CLASS 0
 OO0548
 OO0548.The horizontal coordinates were scaled from a topographic map and have
 OO0548.an estimated accuracy of +/- 6 seconds.
 OO0548
 OO0548.The orthometric height was determined by differential leveling
 OO0548.and adjusted by the National Geodetic Survey in June 1991..
 OO0548
 OO0548.The geoid height was determined by GEOID03.
 OO0548
 OO0548.The dynamic height is computed by dividing the NAVD 88
 OO0548.geopotential number by the normal gravity value computed on the
 OO0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0548.degrees latitude (g = 980.6199 gals.).
 OO0548
 OO0548.The modeled gravity was interpolated from observed gravity values.
 OO0548
 OO0548;                    North         East    Units  Estimated Accuracy
 OO0548;SPC MN S     -   196,930.      858,140.      MT  (+/- 180 meters Scaled)
 OO0548
 OO0548                          SUPERSEDED SURVEY CONTROL
 OO0548
 OO0548  NGVD 29 (??/??/92)  379.856  (m)         1246.24   (f) ADJ UNCH    2 0
 OO0548
 OO0548.Superseded values are not recommended for survey control.
 OO0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0548.See file dsdata.txt to determine how the superseded data were derived.
 OO0548
 OO0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ777574(NAD 83)
 OO0548_MARKER: DD = SURVEY DISK
 OO0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0548_SP_SET: BRIDGE
 OO0548_STAMPING: 7480-BA 1971
 OO0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0548
 OO0548  HISTORY     - Date     Condition        Report By
 OO0548  HISTORY     - 1971     MONUMENTED       MNDT
 OO0548  HISTORY     - 1978     GOOD             MNDT
 OO0548  HISTORY     - 19960821 GOOD             USPSQD
 OO0548
 OO0548                          STATION DESCRIPTION
 OO0548
 OO0548'DESCRIBED BY MN DEPT OF TRANSP 1971
 OO0548'1.5 MI E FROM ELLENDALE.
 OO0548'MARK IS LOCATED 1.5 MILES EAST ALONG T.H. 30 FROM THE JUNCTION OF T.H.
 OO0548'30 AND COUNTY ROAD 14 IN ELLENDALE, IN THE SOUTHEAST CORNER OF BRIDGE
 OO0548'NO. 74801, T.H. 30 OVER FAI 35.  SE 1/4 SECTION 30, T 105N, R 20W.
 OO0548'NOTE-- MARK IS 1.5 MILES NORTH OF THE STEELE - FREEBORN COUNTY LINE.
 OO0548
 OO0548                          STATION RECOVERY (1978)
 OO0548
 OO0548'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 OO0548'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 107.
 OO0548'IT IS LOCATED 1.5 MILES EAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION
 OO0548'OF COUNTY ROAD 14, ON THE WEST EDGE OF ELLENDALE, AT THE INTERSECTION
 OO0548'OF TRUNK HIGHWAY 30 AND FAI 35 AT TRUNK HIGHWAY 30 MILEPOINT 179.6.
 OO0548'IT IS 19.0 FT. SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK
 OO0548'HIGHWAY 30. DISK IS SET IN THE SOUTHEAST ABUTMENT OF BRIDGE NUMBER
 OO0548'74801, TRUNK HIGHWAY 30 OVER FAI 35.
 OO0548
 OO0548                          STATION RECOVERY (1996)
 OO0548
 OO0548'RECOVERY NOTE BY US POWER SQUADRON 1996
 OO0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9865 ***********************************************************************
 AF9865  DESIGNATION -  7480 BA
 AF9865  PID         -  AF9865
 AF9865  STATE/COUNTY-  MN/STEELE
 AF9865  USGS QUAD   -  MEDFORD WEST (1962)
 AF9865
 AF9865                         *CURRENT SURVEY CONTROL
 AF9865  ___________________________________________________________________
 AF9865* NAD 83(1996)-  44 10 24.47778(N)    093 15 30.96597(W)     ADJUSTED  
 AF9865* NAVD 88     -       339.3    (meters)    1113.     (feet)  VERT ANG  
 AF9865  ___________________________________________________________________
 AF9865  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 AF9865  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AF9865
 AF9865  HORZ ORDER  -  SECOND
 AF9865
 AF9865.The horizontal coordinates were established by classical geodetic methods
 AF9865.and adjusted by the National Geodetic Survey in March 1999..
 AF9865
 AF9865.The orthometric height was determined by vertical angle observations.
 AF9865
 AF9865.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF9865
 AF9865.The geoid height was determined by GEOID03.
 AF9865
 AF9865;                    North         East     Units Scale Factor Converg.
 AF9865;SPC MN S     -   230,654.391   859,286.744   MT  0.99993834   +0 31 10.8
 AF9865;UTM  15      - 4,891,172.135   479,327.342   MT  0.99960526   -0 10 48.7
 AF9865
 AF9865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9865!SPC MN S     -   0.99995122  x   0.99993834  =   0.99988956
 AF9865!UTM  15      -   0.99995122  x   0.99960526  =   0.99955650
 AF9865
 AF9865                          SUPERSEDED SURVEY CONTROL
 AF9865
 AF9865  NAD 83(1986)-  44 10 24.46597(N)    093 15 30.96593(W) AD(       ) 2
 AF9865
 AF9865.Superseded values are not recommended for survey control.
 AF9865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9865.See file dsdata.txt to determine how the superseded data were derived.
 AF9865
 AF9865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7932791172(NAD 83)
 AF9865_MARKER: DB = BENCH MARK DISK
 AF9865
 AF9865  HISTORY     - Date     Condition        Report By
 AF9865  HISTORY     - 1985     MONUMENTED       MNDT
 AF9865
 AF9865                          STATION DESCRIPTION
 AF9865
 AF9865'DESCRIBED BY MN DEPT OF TRANSP 1985 (DKH)
 AF9865'THE STATION IS LOCATED ABOUT 1/2 MILE WEST OF THE SMALL TOWN OF
 AF9865'MEDFORD, IN THE SW 1/4 OF SECTION 8, T108N, R20W, IN THE SOUTHEAST
 AF9865'CORNER OF THE COUNTY ROAD 12 BRIDGE OVER INTERSTATE HIGHWAY 35.
 AF9865'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7480 BA
 AF9865'1985---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST
 AF9865'ABUTMENT OF THE COUNTY ROAD 12 BRIDGE (BRIDGE NUMBER 9056) OVER
 AF9865'INTERSTATE HIGHWAY 35.
 AF9865'THIS STATION IS AN AZIMUTH MARK FOR STATION CLINTON MNDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0552 ***********************************************************************
 OO0552  DESIGNATION -  7480 BB
 OO0552  PID         -  OO0552
 OO0552  STATE/COUNTY-  MN/STEELE
 OO0552  USGS QUAD   -  ELLENDALE (1967)
 OO0552
 OO0552                         *CURRENT SURVEY CONTROL
 OO0552  ___________________________________________________________________
 OO0552* NAD 83(1996)-  43 51 32.70122(N)    093 16 48.84553(W)     ADJUSTED  
 OO0552* NAVD 88     -       378.902  (meters)    1243.11   (feet)  ADJUSTED  
 OO0552  ___________________________________________________________________
 OO0552  X           -    -263,587.455 (meters)                     COMP
 OO0552  Y           -  -4,599,044.111 (meters)                     COMP
 OO0552  Z           -   4,397,057.932 (meters)                     COMP
 OO0552  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 OO0552  ELLIP HEIGHT-         350.17  (meters)          (03/16/99) GPS OBS
 OO0552  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 OO0552  DYNAMIC HT  -         378.828 (meters)    1242.87  (feet)  COMP
 OO0552  MODELED GRAV-     980,412.0   (mgal)                       NAVD 88
 OO0552
 OO0552  HORZ ORDER  -  FIRST
 OO0552  VERT ORDER  -  SECOND    CLASS 0
 OO0552  ELLP ORDER  -  FOURTH    CLASS I
 OO0552
 OO0552.The horizontal coordinates were established by GPS observations
 OO0552.and adjusted by the National Geodetic Survey in March 1999..
 OO0552
 OO0552.The orthometric height was determined by differential leveling
 OO0552.and adjusted by the National Geodetic Survey in June 1991..
 OO0552
 OO0552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0552
 OO0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0552
 OO0552.The ellipsoidal height was determined by GPS observations
 OO0552.and is referenced to NAD 83.
 OO0552
 OO0552.The geoid height was determined by GEOID03.
 OO0552
 OO0552.The dynamic height is computed by dividing the NAVD 88
 OO0552.geopotential number by the normal gravity value computed on the
 OO0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0552.degrees latitude (g = 980.6199 gals.).
 OO0552
 OO0552.The modeled gravity was interpolated from observed gravity values.
 OO0552
 OO0552;                    North         East     Units Scale Factor Converg.
 OO0552;SPC MN S     -   195,709.888   857,864.433   MT  0.99998445   +0 30 16.2
 OO0552;UTM  15      - 4,856,259.929   477,479.307   MT  0.99960624   -0 11 39.0
 OO0552
 OO0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0552!SPC MN S     -   0.99994509  x   0.99998445  =   0.99992954
 OO0552!UTM  15      -   0.99994509  x   0.99960624  =   0.99955136
 OO0552
 OO0552                          SUPERSEDED SURVEY CONTROL
 OO0552
 OO0552  NAD 83(1986)-  43 51 32.68985(N)    093 16 48.84429(W) AD(       ) 1
 OO0552  NAVD 88 (07/23/98)  378.90   (m)         1243.1    (f) LEVELING    3  
 OO0552  NGVD 29 (??/??/92)  378.891  (m)         1243.08   (f) ADJ UNCH    2 0
 OO0552
 OO0552.Superseded values are not recommended for survey control.
 OO0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0552.See file dsdata.txt to determine how the superseded data were derived.
 OO0552
 OO0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7747956260(NAD 83)
 OO0552_MARKER: DB = BENCH MARK DISK
 OO0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0552_STAMPING: 7480 BB 1971
 OO0552_MARK LOGO: MNDT  
 OO0552_PROJECTION: FLUSH
 OO0552_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 OO0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0552+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 OO0552
 OO0552  HISTORY     - Date     Condition        Report By
 OO0552  HISTORY     - 1971     MONUMENTED       MNDT
 OO0552  HISTORY     - 1978     GOOD             MNDT
 OO0552  HISTORY     - 19930111 GOOD             MNDT
 OO0552  HISTORY     - 20040602 GOOD             MNDT
 OO0552
 OO0552                          STATION DESCRIPTION
 OO0552
 OO0552'DESCRIBED BY MN DEPT OF TRANSP 1971
 OO0552'1.4 MI SE FROM ELLENDALE.
 OO0552'MARK IS LOCATED 1.5 MILES EAST ALONG T.H. 30 FROM THE JUNCTION OF T.H.
 OO0552'30 AND COUNTY ROAD 14 IN ELLENDALE, THENCE, 0.7 MILES SOUTH ALONG FAI
 OO0552'35, 0.75 MILES NORTH OF THE STEELE - FREEBORN COUNTY LINE, 90 FEET
 OO0552'WEST OF, AND 4 FEET LOWER THAN THE CENTERLINE OF SOUTHBOUND FAI 35,
 OO0552'(STATION 52+60), 16 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 9.3 FEET
 OO0552'EAST-SOUTHEAST OF A RIGHT OF WAY MARKER POST, 1 FOOT EAST OF A STEEL
 OO0552'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 2
 OO0552'INCHES ABOVE GROUND.  NW 1/4 SECTION 31, T 105N, R 20W.
 OO0552
 OO0552                          STATION RECOVERY (1978)
 OO0552
 OO0552'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 OO0552'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE
 OO0552'107. IT IS LOCATED 1.5 MILES EAST ALONG TRUNK HIGHWAY 30 FROM ITS
 OO0552'JUNCTION WITH COUNTY ROAD 14 AT ELLENDALE, THENCE 0.75 MILE SOUTH
 OO0552'ALONG FAI 35 AT FAI 35 MILEPOINT 25.85. IT IS 89.9 FT. WEST OF AND
 OO0552'6 FT. LOWER THAN THE CENTERLINE OF SOUTHBOUND FAI 35, AT AN EAST
 OO0552'WEST FIELD LINE, 74.8 FT. NORTHWEST OF THE WEST END OF A 24 INCH
 OO0552'SECTIONAL CONCRETE PIPE UNDER SOUTHBOUND FAI 35, AND 9.0 FT. EAST OF
 OO0552'A RIGHT OF WAY FENCE.
 OO0552
 OO0552                          STATION RECOVERY (1993)
 OO0552
 OO0552'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 OO0552'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO0552
 OO0552                          STATION RECOVERY (2004)
 OO0552
 OO0552'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 OO0552'1.4 MILES (2.3 KM) SOUTHEAST OF ELLENDALE, 1.5 MILES (2.4 KM) EAST OF
 OO0552'JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 14, AT SOUTHBOUND
 OO0552'INTERSTATE HIGHWAY 35 MIL EPOINT 25.8, THENCE 0.7 MILES (1.1 KM)
 OO0552'SOUTH, 0.75 MILES (1.21 KM) NORTH OF COUNTY LINE, 90 FEET (27.4 M)
 OO0552'WEST OF SOUTH BOUND INTERSTATE HIGHWAY 35, AT INTERSTATE HIGHW AY 35
 OO0552'STATION 52+60, 9.2 FEET (2.8 M) EAST OF RIGHT OF WAY FENCE, 1.0 FEET
 OO0552'(0.3 M) EAS T OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3558 ***********************************************************************
 PP3558  DESIGNATION -  7480 BB
 PP3558  PID         -  PP3558
 PP3558  STATE/COUNTY-  MN/STEELE
 PP3558  USGS QUAD   -  OWATONNA (1962)
 PP3558
 PP3558                         *CURRENT SURVEY CONTROL
 PP3558  ___________________________________________________________________
 PP3558* NAD 83(1986)-  44 05 42.     (N)    093 14 40.     (W)     SCALED    
 PP3558* NAVD 88     -       364.611  (meters)    1196.23   (feet)  ADJUSTED  
 PP3558  ___________________________________________________________________
 PP3558  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 PP3558  DYNAMIC HT  -         364.558 (meters)    1196.05  (feet)  COMP
 PP3558  MODELED GRAV-     980,462.1   (mgal)                       NAVD 88
 PP3558
 PP3558  VERT ORDER  -  SECOND    CLASS I
 PP3558
 PP3558.The horizontal coordinates were scaled from a topographic map and have
 PP3558.an estimated accuracy of +/- 6 seconds.
 PP3558
 PP3558.The orthometric height was determined by differential leveling
 PP3558.and adjusted by the National Geodetic Survey in June 1995..
 PP3558
 PP3558.The geoid height was determined by GEOID03.
 PP3558
 PP3558.The dynamic height is computed by dividing the NAVD 88
 PP3558.geopotential number by the normal gravity value computed on the
 PP3558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3558.degrees latitude (g = 980.6199 gals.).
 PP3558
 PP3558.The modeled gravity was interpolated from observed gravity values.
 PP3558
 PP3558;                    North         East    Units  Estimated Accuracy
 PP3558;SPC MN S     -   221,950.      860,500.      MT  (+/- 180 meters Scaled)
 PP3558
 PP3558                          SUPERSEDED SURVEY CONTROL
 PP3558
 PP3558.No superseded survey control is available for this station.
 PP3558
 PP3558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ804824(NAD 83)
 PP3558_MARKER: DB = BENCH MARK DISK
 PP3558_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3558_SP_SET: BRIDGE ABUTMENT
 PP3558_STAMPING: 7480 BB 1988
 PP3558_MARK LOGO: MNDT  
 PP3558_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3558
 PP3558  HISTORY     - Date     Condition        Report By
 PP3558  HISTORY     - 1988     MONUMENTED       MNDT
 PP3558
 PP3558                          STATION DESCRIPTION
 PP3558
 PP3558'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3558'THE MARK IS LOCATED IN THE CITY OF OWATONNA, AT THE NORTH JUNCTION OF
 PP3558'INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 14, IN THE NW 1/4 OF SECTION
 PP3558'9, T107N, R20W.  IT IS 27.5 FEET (8.4 M) WEST OF AND ABOUT 0.5 FOOT
 PP3558'(15.2 CM) HIGHER THAN THE CENTERLINE OF SOUTHBOUND INTERSTATE 35 AT
 PP3558'MILEPOINT 42.5. THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP3558'STAMPED---7480 BB 1988---, IS SET IN THE ABUTMENT AT THE SOUTHWEST
 PP3558'CORNER OF BRIDGE NUMBER 74817 (SOUTHBOUND INTERSTATE 35 OVER HIGHWAY
 PP3558'14).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1640 ***********************************************************************
 PP1640  DESIGNATION -  7480 D
 PP1640  PID         -  PP1640
 PP1640  STATE/COUNTY-  MN/STEELE
 PP1640  USGS QUAD   -  MEDFORD EAST (1962)
 PP1640
 PP1640                         *CURRENT SURVEY CONTROL
 PP1640  ___________________________________________________________________
 PP1640* NAD 83(1986)-  44 08 19.     (N)    093 14 56.     (W)     SCALED    
 PP1640* NAVD 88     -       354.349  (meters)    1162.56   (feet)  ADJUSTED  
 PP1640  ___________________________________________________________________
 PP1640  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 PP1640  DYNAMIC HT  -         354.301 (meters)    1162.40  (feet)  COMP
 PP1640  MODELED GRAV-     980,470.3   (mgal)                       NAVD 88
 PP1640
 PP1640  VERT ORDER  -  SECOND    CLASS 0
 PP1640
 PP1640.The horizontal coordinates were scaled from a topographic map and have
 PP1640.an estimated accuracy of +/- 6 seconds.
 PP1640
 PP1640.The orthometric height was determined by differential leveling
 PP1640.and adjusted by the National Geodetic Survey in June 1991..
 PP1640
 PP1640.The geoid height was determined by GEOID03.
 PP1640
 PP1640.The dynamic height is computed by dividing the NAVD 88
 PP1640.geopotential number by the normal gravity value computed on the
 PP1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1640.degrees latitude (g = 980.6199 gals.).
 PP1640
 PP1640.The modeled gravity was interpolated from observed gravity values.
 PP1640
 PP1640;                    North         East    Units  Estimated Accuracy
 PP1640;SPC MN S     -   226,790.      860,100.      MT  (+/- 180 meters Scaled)
 PP1640
 PP1640                          SUPERSEDED SURVEY CONTROL
 PP1640
 PP1640  NGVD 29 (??/??/92)  354.334  (m)         1162.51   (f) ADJ UNCH    2 0
 PP1640
 PP1640.Superseded values are not recommended for survey control.
 PP1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1640.See file dsdata.txt to determine how the superseded data were derived.
 PP1640
 PP1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ800872(NAD 83)
 PP1640_MARKER: DD = SURVEY DISK
 PP1640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1640_SP_SET: CURB
 PP1640_STAMPING: 7480-D 1970
 PP1640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1640
 PP1640  HISTORY     - Date     Condition        Report By
 PP1640  HISTORY     - 1970     MONUMENTED       MNDT
 PP1640
 PP1640                          STATION DESCRIPTION
 PP1640
 PP1640'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1640'3.0 MI N FROM OWATONNA.
 PP1640'MARK IS LOCATED 3.0 MILES NORTH OF THE JUNCTION OF FAI 35 AND T.H. 14
 PP1640'AT OWATONNA, IN THE SOUTHEAST CORNER (CURB) OF BRIDGE NO. 9054, FAI 35
 PP1640'SOUTHBOUND OVER TOWNSHIP ROAD TO CLINTON FALLS.  NE 1/4 SECTION 29, T
 PP1640'108N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1641 ***********************************************************************
 PP1641  DESIGNATION -  7480 D 1
 PP1641  PID         -  PP1641
 PP1641  STATE/COUNTY-  MN/STEELE
 PP1641  USGS QUAD   -  MEDFORD EAST (1962)
 PP1641
 PP1641                         *CURRENT SURVEY CONTROL
 PP1641  ___________________________________________________________________
 PP1641* NAD 83(1986)-  44 08 53.     (N)    093 14 37.     (W)     SCALED    
 PP1641* NAVD 88     -       335.203  (meters)    1099.75   (feet)  ADJUSTED  
 PP1641  ___________________________________________________________________
 PP1641  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 PP1641  DYNAMIC HT  -         335.157 (meters)    1099.59  (feet)  COMP
 PP1641  MODELED GRAV-     980,471.8   (mgal)                       NAVD 88
 PP1641
 PP1641  VERT ORDER  -  SECOND    CLASS 0
 PP1641
 PP1641.The horizontal coordinates were scaled from a topographic map and have
 PP1641.an estimated accuracy of +/- 6 seconds.
 PP1641
 PP1641.The orthometric height was determined by differential leveling
 PP1641.and adjusted by the National Geodetic Survey in June 1991..
 PP1641
 PP1641.The geoid height was determined by GEOID03.
 PP1641
 PP1641.The dynamic height is computed by dividing the NAVD 88
 PP1641.geopotential number by the normal gravity value computed on the
 PP1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1641.degrees latitude (g = 980.6199 gals.).
 PP1641
 PP1641.The modeled gravity was interpolated from observed gravity values.
 PP1641
 PP1641;                    North         East    Units  Estimated Accuracy
 PP1641;SPC MN S     -   227,840.      860,510.      MT  (+/- 180 meters Scaled)
 PP1641
 PP1641                          SUPERSEDED SURVEY CONTROL
 PP1641
 PP1641  NGVD 29 (??/??/92)  335.188  (m)         1099.70   (f) ADJ UNCH    2 0
 PP1641
 PP1641.Superseded values are not recommended for survey control.
 PP1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1641.See file dsdata.txt to determine how the superseded data were derived.
 PP1641
 PP1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ805883(NAD 83)
 PP1641_MARKER: DD = SURVEY DISK
 PP1641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1641_SP_SET: BRIDGE
 PP1641_STAMPING: 7480-D 1 1970
 PP1641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1641
 PP1641  HISTORY     - Date     Condition        Report By
 PP1641  HISTORY     - 1970     MONUMENTED       MNDT
 PP1641
 PP1641                          STATION DESCRIPTION
 PP1641
 PP1641'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1641'3.5 MI N FROM OWATONNA.
 PP1641'MARK IS LOCATED ABOUT 3.5 MILES NORTH OF THE JUNCTION OF FAI 35 AND
 PP1641'T.H. 14 AT OWATONNA, ABOUT 0.5 MILES EAST OF FAI 35, IN THE SOUTHEAST
 PP1641'CORNER OF STEELE COUNTY BRIDGE NO. 74518, COUNTY ROAD 45 OVER STRAIGHT
 PP1641'RIVER.  NE 1/4 SECTION 20, T 108N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1639 ***********************************************************************
 PP1639  DESIGNATION -  7480 E
 PP1639  PID         -  PP1639
 PP1639  STATE/COUNTY-  MN/STEELE
 PP1639  USGS QUAD   -  MEDFORD WEST (1962)
 PP1639
 PP1639                         *CURRENT SURVEY CONTROL
 PP1639  ___________________________________________________________________
 PP1639* NAD 83(1986)-  44 08 50.     (N)    093 15 21.     (W)     SCALED    
 PP1639* NAVD 88     -       332.981  (meters)    1092.46   (feet)  ADJUSTED  
 PP1639  ___________________________________________________________________
 PP1639  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 PP1639  DYNAMIC HT  -         332.936 (meters)    1092.31  (feet)  COMP
 PP1639  MODELED GRAV-     980,472.1   (mgal)                       NAVD 88
 PP1639
 PP1639  VERT ORDER  -  SECOND    CLASS 0
 PP1639
 PP1639.The horizontal coordinates were scaled from a topographic map and have
 PP1639.an estimated accuracy of +/- 6 seconds.
 PP1639
 PP1639.The orthometric height was determined by differential leveling
 PP1639.and adjusted by the National Geodetic Survey in June 1991..
 PP1639
 PP1639.The geoid height was determined by GEOID03.
 PP1639
 PP1639.The dynamic height is computed by dividing the NAVD 88
 PP1639.geopotential number by the normal gravity value computed on the
 PP1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1639.degrees latitude (g = 980.6199 gals.).
 PP1639
 PP1639.The modeled gravity was interpolated from observed gravity values.
 PP1639
 PP1639;                    North         East    Units  Estimated Accuracy
 PP1639;SPC MN S     -   227,740.      859,540.      MT  (+/- 180 meters Scaled)
 PP1639
 PP1639                          SUPERSEDED SURVEY CONTROL
 PP1639
 PP1639  NGVD 29 (??/??/92)  332.966  (m)         1092.41   (f) ADJ UNCH    2 0
 PP1639
 PP1639.Superseded values are not recommended for survey control.
 PP1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1639.See file dsdata.txt to determine how the superseded data were derived.
 PP1639
 PP1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ795882(NAD 83)
 PP1639_MARKER: DD = SURVEY DISK
 PP1639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1639_SP_SET: CULVERT
 PP1639_STAMPING: 7480-E 1970
 PP1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1639
 PP1639  HISTORY     - Date     Condition        Report By
 PP1639  HISTORY     - 1970     MONUMENTED       MNDT
 PP1639
 PP1639                          STATION DESCRIPTION
 PP1639
 PP1639'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1639'3.6 MI N FROM OWATONNA.
 PP1639'MARK IS LOCATED 3.6 MILES NORTH OF THE JUNCTION OF FAI 35 AND T.H. 14
 PP1639'AT OWATONNA, 0.6 MILES NORTH OF THE CLINTON FALLS EXIT, IN THE
 PP1639'SOUTHEAST CORNER OF A BOX CULVERT (CRANE CREEK) UNDER FAI 35, 100 FEET
 PP1639'EAST OF FAI 35 NORTHBOUND CENTERLINE.  NE 1/4 SECTION 20, T 108N, R
 PP1639'20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1638 ***********************************************************************
 PP1638  DESIGNATION -  7480 F
 PP1638  PID         -  PP1638
 PP1638  STATE/COUNTY-  MN/STEELE
 PP1638  USGS QUAD   -  MEDFORD WEST (1962)
 PP1638
 PP1638                         *CURRENT SURVEY CONTROL
 PP1638  ___________________________________________________________________
 PP1638* NAD 83(1986)-  44 09 15.     (N)    093 15 27.     (W)     SCALED    
 PP1638* NAVD 88     -       341.429  (meters)    1120.17   (feet)  ADJUSTED  
 PP1638  ___________________________________________________________________
 PP1638  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 PP1638  DYNAMIC HT  -         341.383 (meters)    1120.02  (feet)  COMP
 PP1638  MODELED GRAV-     980,473.4   (mgal)                       NAVD 88
 PP1638
 PP1638  VERT ORDER  -  SECOND    CLASS 0
 PP1638
 PP1638.The horizontal coordinates were scaled from a topographic map and have
 PP1638.an estimated accuracy of +/- 6 seconds.
 PP1638
 PP1638.The orthometric height was determined by differential leveling
 PP1638.and adjusted by the National Geodetic Survey in June 1991..
 PP1638
 PP1638.The geoid height was determined by GEOID03.
 PP1638
 PP1638.The dynamic height is computed by dividing the NAVD 88
 PP1638.geopotential number by the normal gravity value computed on the
 PP1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1638.degrees latitude (g = 980.6199 gals.).
 PP1638
 PP1638.The modeled gravity was interpolated from observed gravity values.
 PP1638
 PP1638;                    North         East    Units  Estimated Accuracy
 PP1638;SPC MN S     -   228,510.      859,390.      MT  (+/- 180 meters Scaled)
 PP1638
 PP1638                          SUPERSEDED SURVEY CONTROL
 PP1638
 PP1638  NGVD 29 (??/??/92)  341.413  (m)         1120.12   (f) ADJ UNCH    2 0
 PP1638
 PP1638.Superseded values are not recommended for survey control.
 PP1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1638.See file dsdata.txt to determine how the superseded data were derived.
 PP1638
 PP1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ794890(NAD 83)
 PP1638_MARKER: DD = SURVEY DISK
 PP1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1638_STAMPING: 7480-F 1970
 PP1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1638+STABILITY: SURFACE MOTION
 PP1638
 PP1638  HISTORY     - Date     Condition        Report By
 PP1638  HISTORY     - 1970     MONUMENTED       MNDT
 PP1638
 PP1638                          STATION DESCRIPTION
 PP1638
 PP1638'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1638'4.0 MI N FROM OWATONNA.
 PP1638'MARK IS LOCATED 4.0 MILES NORTH OF THE JUNCTION OF FAI 35 AND T.H. 14
 PP1638'AT OWATONNA, 1.0 MILES NORTH OF THE CLINTON FALLS EXIT, 100 FEET NORTH
 PP1638'OF A HWY. ADVERTISING SIGN (NICKERSON FARMS), 80 FEET EAST OF FAI 35
 PP1638'NORTHBOUND CENTERLINE STATION 262 + 00, 22 FEET WEST OF THE EAST
 PP1638'FRONTAGE ROAD CENTERLINE, 10 FEET NORTH OF A FRONTAGE ROAD DRAINAGE
 PP1638'STRUCTURE, 1 FOOT WEST OF THE EAST RIGHT OF WAY FENCE AND WITNESS
 PP1638'SIGN, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT BURIED 2 INCHES BELOW
 PP1638'GROUND.  SE 1/4 SECTION 17, T 108N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1637 ***********************************************************************
 PP1637  DESIGNATION -  7480 G
 PP1637  PID         -  PP1637
 PP1637  STATE/COUNTY-  MN/STEELE
 PP1637  USGS QUAD   -  MEDFORD WEST (1962)
 PP1637
 PP1637                         *CURRENT SURVEY CONTROL
 PP1637  ___________________________________________________________________
 PP1637* NAD 83(1986)-  44 09 46.     (N)    093 15 29.     (W)     SCALED    
 PP1637* NAVD 88     -       343.038  (meters)    1125.45   (feet)  ADJUSTED  
 PP1637  ___________________________________________________________________
 PP1637  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 PP1637  DYNAMIC HT  -         342.993 (meters)    1125.30  (feet)  COMP
 PP1637  MODELED GRAV-     980,475.0   (mgal)                       NAVD 88
 PP1637
 PP1637  VERT ORDER  -  SECOND    CLASS 0
 PP1637
 PP1637.The horizontal coordinates were scaled from a topographic map and have
 PP1637.an estimated accuracy of +/- 6 seconds.
 PP1637
 PP1637.The orthometric height was determined by differential leveling
 PP1637.and adjusted by the National Geodetic Survey in June 1991..
 PP1637
 PP1637.The geoid height was determined by GEOID03.
 PP1637
 PP1637.The dynamic height is computed by dividing the NAVD 88
 PP1637.geopotential number by the normal gravity value computed on the
 PP1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1637.degrees latitude (g = 980.6199 gals.).
 PP1637
 PP1637.The modeled gravity was interpolated from observed gravity values.
 PP1637
 PP1637;                    North         East    Units  Estimated Accuracy
 PP1637;SPC MN S     -   229,470.      859,340.      MT  (+/- 180 meters Scaled)
 PP1637
 PP1637                          SUPERSEDED SURVEY CONTROL
 PP1637
 PP1637  NGVD 29 (??/??/92)  343.022  (m)         1125.40   (f) ADJ UNCH    2 0
 PP1637
 PP1637.Superseded values are not recommended for survey control.
 PP1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1637.See file dsdata.txt to determine how the superseded data were derived.
 PP1637
 PP1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ793899(NAD 83)
 PP1637_MARKER: DD = SURVEY DISK
 PP1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1637_STAMPING: 7480-G 1970
 PP1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1637+STABILITY: SURFACE MOTION
 PP1637
 PP1637  HISTORY     - Date     Condition        Report By
 PP1637  HISTORY     - 1970     MONUMENTED       MNDT
 PP1637
 PP1637                          STATION DESCRIPTION
 PP1637
 PP1637'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1637'4.8 MI N FROM OWATONNA.
 PP1637'MARK IS LOCATED 4.8 MILES NORTH OF THE JUNCTION OF FAI 35 AND T.H. 14
 PP1637'AT OWATONNA, 0.7 MILE SOUTH OF THE EXIT (COUNTY ROAD 12) TO MEDFORD,
 PP1637'ABOUT 250 FEET EAST OF A HIGHWAY ADVERTISING SIGN (MEDFORD WELCOMES
 PP1637'YOU), 63 FEET WEST OF FAI 35 SOUTHBOUND CENTERLINE STATION 296 + 00,
 PP1637'22 FEET EAST OF THE WEST FRONTAGE ROAD CENTERLINE, 1 FOOT WEST OF THE
 PP1637'RIGHT OF WAY FENCE AND WITNESS SIGN, IN A 6 FOOT PRE-CAST CONCRETE
 PP1637'MONUMENT BURIED 2 INCHES BELOW GROUND.  NW 1/4 SECTION 17, T 108N, R
 PP1637'20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1657 ***********************************************************************
 PP1657  DESIGNATION -  7480 I
 PP1657  PID         -  PP1657
 PP1657  STATE/COUNTY-  MN/STEELE
 PP1657  USGS QUAD   -  MEDFORD WEST (1962)
 PP1657
 PP1657                         *CURRENT SURVEY CONTROL
 PP1657  ___________________________________________________________________
 PP1657* NAD 83(1986)-  44 10 24.     (N)    093 15 17.     (W)     SCALED    
 PP1657* NAVD 88     -       332.666  (meters)    1091.42   (feet)  ADJUSTED  
 PP1657  ___________________________________________________________________
 PP1657  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 PP1657  DYNAMIC HT  -         332.622 (meters)    1091.28  (feet)  COMP
 PP1657  MODELED GRAV-     980,476.6   (mgal)                       NAVD 88
 PP1657
 PP1657  VERT ORDER  -  SECOND    CLASS 0
 PP1657
 PP1657.The horizontal coordinates were scaled from a topographic map and have
 PP1657.an estimated accuracy of +/- 6 seconds.
 PP1657
 PP1657.The orthometric height was determined by differential leveling
 PP1657.and adjusted by the National Geodetic Survey in June 1991..
 PP1657
 PP1657.The geoid height was determined by GEOID03.
 PP1657
 PP1657.The dynamic height is computed by dividing the NAVD 88
 PP1657.geopotential number by the normal gravity value computed on the
 PP1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1657.degrees latitude (g = 980.6199 gals.).
 PP1657
 PP1657.The modeled gravity was interpolated from observed gravity values.
 PP1657
 PP1657;                    North         East    Units  Estimated Accuracy
 PP1657;SPC MN S     -   230,640.      859,600.      MT  (+/- 180 meters Scaled)
 PP1657
 PP1657                          SUPERSEDED SURVEY CONTROL
 PP1657
 PP1657  NGVD 29 (??/??/92)  332.649  (m)         1091.37   (f) ADJ UNCH    2 0
 PP1657
 PP1657.Superseded values are not recommended for survey control.
 PP1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1657.See file dsdata.txt to determine how the superseded data were derived.
 PP1657
 PP1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ796911(NAD 83)
 PP1657_MARKER: DD = SURVEY DISK
 PP1657_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1657_SP_SET: BRIDGE
 PP1657_STAMPING: 7480-I 1970
 PP1657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1657
 PP1657  HISTORY     - Date     Condition        Report By
 PP1657  HISTORY     - 1970     MONUMENTED       MNDT
 PP1657  HISTORY     - 19960821 GOOD             USPSQD
 PP1657
 PP1657                          STATION DESCRIPTION
 PP1657
 PP1657'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1657'5.4 MI N FROM OWATONNA.
 PP1657'MARK IS LOCATED 5.4 MILES NORTH OF THE JUNCTION OF FAI 35 AND T.H. 14
 PP1657'AT OWATONNA, 1.6 MILES SOUTH OF THE STEELE-RICE COUNTY LINE, 0.2 MILES
 PP1657'EAST OF BRIDGE NO. 9056, COUNTY ROAD 12 (TO MEDFORD) OVER FAI 35, IN
 PP1657'THE SOUTHEAST CORNER OF BRIDGE NO. 7162, COUNTY ROAD 12 OVER THE
 PP1657'STRAIGHT RIVER.  SE 1/4 SECTION 8, T 108N, R 20W.
 PP1657
 PP1657                          STATION RECOVERY (1996)
 PP1657
 PP1657'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP1657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1633 ***********************************************************************
 PP1633  DESIGNATION -  7480 J
 PP1633  PID         -  PP1633
 PP1633  STATE/COUNTY-  MN/STEELE
 PP1633  USGS QUAD   -  MEDFORD WEST (1962)
 PP1633
 PP1633                         *CURRENT SURVEY CONTROL
 PP1633  ___________________________________________________________________
 PP1633* NAD 83(1986)-  44 10 56.     (N)    093 15 25.     (W)     SCALED    
 PP1633* NAVD 88     -       356.596  (meters)    1169.93   (feet)  ADJUSTED  
 PP1633  ___________________________________________________________________
 PP1633  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 PP1633  DYNAMIC HT  -         356.550 (meters)    1169.78  (feet)  COMP
 PP1633  MODELED GRAV-     980,478.2   (mgal)                       NAVD 88
 PP1633
 PP1633  VERT ORDER  -  SECOND    CLASS 0
 PP1633
 PP1633.The horizontal coordinates were scaled from a topographic map and have
 PP1633.an estimated accuracy of +/- 6 seconds.
 PP1633
 PP1633.The orthometric height was determined by differential leveling
 PP1633.and adjusted by the National Geodetic Survey in June 1991..
 PP1633
 PP1633.The geoid height was determined by GEOID03.
 PP1633
 PP1633.The dynamic height is computed by dividing the NAVD 88
 PP1633.geopotential number by the normal gravity value computed on the
 PP1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1633.degrees latitude (g = 980.6199 gals.).
 PP1633
 PP1633.The modeled gravity was interpolated from observed gravity values.
 PP1633
 PP1633;                    North         East    Units  Estimated Accuracy
 PP1633;SPC MN S     -   231,630.      859,410.      MT  (+/- 180 meters Scaled)
 PP1633
 PP1633                          SUPERSEDED SURVEY CONTROL
 PP1633
 PP1633  NGVD 29 (??/??/92)  356.579  (m)         1169.88   (f) ADJ UNCH    2 0
 PP1633
 PP1633.Superseded values are not recommended for survey control.
 PP1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1633.See file dsdata.txt to determine how the superseded data were derived.
 PP1633
 PP1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ794921(NAD 83)
 PP1633_MARKER: DD = SURVEY DISK
 PP1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1633_STAMPING: 7480-J 1970
 PP1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1633+STABILITY: SURFACE MOTION
 PP1633
 PP1633  HISTORY     - Date     Condition        Report By
 PP1633  HISTORY     - 1970     MONUMENTED       MNDT
 PP1633
 PP1633                          STATION DESCRIPTION
 PP1633
 PP1633'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1633'6.0 MI N FROM OWATONNA.
 PP1633'MARK IS LOCATED 6.0 MILES NORTH OF THE JUNCTION OF FAI 35 AND T.H. 14
 PP1633'AT OWATONNA, 1.0 MILES SOUTH OF THE STEELE-RICE COUNTY LINE, 0.6 MILES
 PP1633'NORTH OF COUNTY ROAD 12 (MEDFORD EXIT) 140 FEET OF A HIGHWAY SIGN
 PP1633'(MEDFORD EXIT 1/2 MILE) 60 FEET WEST OF FAI 35 SOUTHBOUND CENTERLINE
 PP1633'STATION 370 + 00, 1 FOOT EAST OF THE WEST RIGHT OF WAY FENCE, IN A 6
 PP1633'FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. SE 1/4
 PP1633'SECTION 5, T 108N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1629 ***********************************************************************
 PP1629  DESIGNATION -  7480 K
 PP1629  PID         -  PP1629
 PP1629  STATE/COUNTY-  MN/STEELE
 PP1629  USGS QUAD   -  MEDFORD WEST (1962)
 PP1629
 PP1629                         *CURRENT SURVEY CONTROL
 PP1629  ___________________________________________________________________
 PP1629* NAD 83(1986)-  44 11 25.     (N)    093 15 21.     (W)     SCALED    
 PP1629* NAVD 88     -       355.122  (meters)    1165.10   (feet)  ADJUSTED  
 PP1629  ___________________________________________________________________
 PP1629  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 PP1629  DYNAMIC HT  -         355.077 (meters)    1164.95  (feet)  COMP
 PP1629  MODELED GRAV-     980,479.5   (mgal)                       NAVD 88
 PP1629
 PP1629  VERT ORDER  -  SECOND    CLASS 0
 PP1629
 PP1629.The horizontal coordinates were scaled from a topographic map and have
 PP1629.an estimated accuracy of +/- 6 seconds.
 PP1629
 PP1629.The orthometric height was determined by differential leveling
 PP1629.and adjusted by the National Geodetic Survey in June 1991..
 PP1629
 PP1629.The geoid height was determined by GEOID03.
 PP1629
 PP1629.The dynamic height is computed by dividing the NAVD 88
 PP1629.geopotential number by the normal gravity value computed on the
 PP1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1629.degrees latitude (g = 980.6199 gals.).
 PP1629
 PP1629.The modeled gravity was interpolated from observed gravity values.
 PP1629
 PP1629;                    North         East    Units  Estimated Accuracy
 PP1629;SPC MN S     -   232,520.      859,490.      MT  (+/- 180 meters Scaled)
 PP1629
 PP1629                          SUPERSEDED SURVEY CONTROL
 PP1629
 PP1629  NGVD 29 (??/??/92)  355.105  (m)         1165.04   (f) ADJ UNCH    2 0
 PP1629
 PP1629.Superseded values are not recommended for survey control.
 PP1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1629.See file dsdata.txt to determine how the superseded data were derived.
 PP1629
 PP1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ795930(NAD 83)
 PP1629_MARKER: DD = SURVEY DISK
 PP1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1629_STAMPING: 7480-K 1970
 PP1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1629+STABILITY: SURFACE MOTION
 PP1629
 PP1629  HISTORY     - Date     Condition        Report By
 PP1629  HISTORY     - 1970     MONUMENTED       MNDT
 PP1629
 PP1629                          STATION DESCRIPTION
 PP1629
 PP1629'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1629'6.7 MI N FROM OWATONNA.
 PP1629'MARK IS LOCATED 6.7 MILES NORTH OF THE JUNCTION OF FAI 35 AND T.H. 14
 PP1629'AT OWATONNA, 0.3 MILES SOUTH OF THE STEELE-RICE COUNTY LINE, 160 FEET
 PP1629'WEST OF FAI 35 SOUTHBOUND CENTERLINE STATION 398 + 75, 1 FOOT EAST OF
 PP1629'THE WEST RIGHT OF WAY FENCE, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP1629'SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 5, T 108N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0428 ***********************************************************************
 RP0428  DESIGNATION -  75 1
 RP0428  PID         -  RP0428
 RP0428  STATE/COUNTY-  MN/CLAY
 RP0428  USGS QUAD   -  FARGO SOUTH (1993)
 RP0428
 RP0428                         *CURRENT SURVEY CONTROL
 RP0428  ___________________________________________________________________
 RP0428* NAD 83(1986)-  46 51 52.     (N)    096 46 05.     (W)     SCALED    
 RP0428* NAVD 88     -       274.248  (meters)     899.76   (feet)  ADJUSTED  
 RP0428  ___________________________________________________________________
 RP0428  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 RP0428  DYNAMIC HT  -         274.270 (meters)     899.83  (feet)  COMP
 RP0428  MODELED GRAV-     980,690.2   (mgal)                       NAVD 88
 RP0428
 RP0428  VERT ORDER  -  SECOND    CLASS 0
 RP0428
 RP0428.The horizontal coordinates were scaled from a topographic map and have
 RP0428.an estimated accuracy of +/- 6 seconds.
 RP0428
 RP0428.The orthometric height was determined by differential leveling
 RP0428.and adjusted by the National Geodetic Survey in June 1991..
 RP0428
 RP0428.The geoid height was determined by GEOID03.
 RP0428
 RP0428.The dynamic height is computed by dividing the NAVD 88
 RP0428.geopotential number by the normal gravity value computed on the
 RP0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0428.degrees latitude (g = 980.6199 gals.).
 RP0428
 RP0428.The modeled gravity was interpolated from observed gravity values.
 RP0428
 RP0428;                    North         East    Units  Estimated Accuracy
 RP0428;SPC MN C     -   310,280.      608,040.      MT  (+/- 180 meters Scaled)
 RP0428
 RP0428                          SUPERSEDED SURVEY CONTROL
 RP0428
 RP0428  NGVD 29 (??/??/92)  273.961  (m)          898.82   (f) ADJ UNCH    2 0
 RP0428
 RP0428.Superseded values are not recommended for survey control.
 RP0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0428.See file dsdata.txt to determine how the superseded data were derived.
 RP0428
 RP0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS701925(NAD 83)
 RP0428_MARKER: Q = CHISELED SQUARE
 RP0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0428_SP_SET: CULVERT
 RP0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0428
 RP0428  HISTORY     - Date     Condition        Report By
 RP0428  HISTORY     - UNK      MONUMENTED       MNDT
 RP0428  HISTORY     - 1968     GOOD             MNDT
 RP0428
 RP0428                          STATION DESCRIPTION
 RP0428
 RP0428'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0428'IN MOORHEAD.
 RP0428'MARK IS LOCATED IN THE NW 1/4, SECTION 17, T139N, R48W ABOUT 1.2 MILES
 RP0428'NORTH OF THE INTERCHANGE OF T.H. 75 AND F.A.I. 94 AND ABOUT 0.7 MILE
 RP0428'SOUTH OF THE JUNCTION OF T.H. 75 AND T.H. 10 IN MOORHEAD.  MARK IS A
 RP0428'CHISELED SQUARE IN THE SOUTHWEST CORNER OF A CONCRETE BOX CULVERT.
 RP0428'MARK IS 35 FEET WEST OF THE CENTERLINE OF T.H. 75 AND ABOUT 400 FEET
 RP0428'SOUTH OF T.H. 75 AND 7TH AVENUE SOUTH OPPOSITE A CEMETERY TO EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0446 ***********************************************************************
 SJ0446  DESIGNATION -  75 A
 SJ0446  PID         -  SJ0446
 SJ0446  STATE/COUNTY-  MN/ST LOUIS
 SJ0446  USGS QUAD   -  HIBBING (1983)
 SJ0446
 SJ0446                         *CURRENT SURVEY CONTROL
 SJ0446  ___________________________________________________________________
 SJ0446* NAD 83(1986)-  47 26 43.     (N)    092 53 19.     (W)     SCALED    
 SJ0446* NAVD 88     -       449.027  (meters)    1473.18   (feet)  ADJUSTED  
 SJ0446  ___________________________________________________________________
 SJ0446  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 SJ0446  DYNAMIC HT  -         449.065 (meters)    1473.31  (feet)  COMP
 SJ0446  MODELED GRAV-     980,681.7   (mgal)                       NAVD 88
 SJ0446
 SJ0446  VERT ORDER  -  FIRST     CLASS II
 SJ0446
 SJ0446.The horizontal coordinates were scaled from a topographic map and have
 SJ0446.an estimated accuracy of +/- 6 seconds.
 SJ0446
 SJ0446.The orthometric height was determined by differential leveling
 SJ0446.and adjusted by the National Geodetic Survey in June 1991..
 SJ0446
 SJ0446.The geoid height was determined by GEOID03.
 SJ0446
 SJ0446.The dynamic height is computed by dividing the NAVD 88
 SJ0446.geopotential number by the normal gravity value computed on the
 SJ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0446.degrees latitude (g = 980.6199 gals.).
 SJ0446
 SJ0446.The modeled gravity was interpolated from observed gravity values.
 SJ0446
 SJ0446;                    North         East    Units  Estimated Accuracy
 SJ0446;SPC MN N     -   205,110.      815,940.      MT  (+/- 180 meters Scaled)
 SJ0446
 SJ0446                          SUPERSEDED SURVEY CONTROL
 SJ0446
 SJ0446  NGVD 29 (??/??/92)  448.764  (m)         1472.32   (f) ADJ UNCH    1 2
 SJ0446
 SJ0446.Superseded values are not recommended for survey control.
 SJ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0446.See file dsdata.txt to determine how the superseded data were derived.
 SJ0446
 SJ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN083546(NAD 83)
 SJ0446_MARKER: P = PIPE CAP
 SJ0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ0446_SP_SET: SEMAPHORE
 SJ0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ0446
 SJ0446  HISTORY     - Date     Condition        Report By
 SJ0446  HISTORY     - UNK      MONUMENTED       MNGS
 SJ0446  HISTORY     - 1948     GOOD             NGS
 SJ0446
 SJ0446                          STATION DESCRIPTION
 SJ0446
 SJ0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SJ0446'2.9 MI NE FROM HIBBING.
 SJ0446'ABOUT 2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 169 FROM THE FIRST
 SJ0446'NATIONAL BANK BUILDING AT HIBBING, ABOUT 2.7 MILES NORTHEAST ALONG THE
 SJ0446'GREAT NORTHERN RAILWAY FROM THE STATION AT HIBBING, AT THE OVERPASS OF
 SJ0446'HIGHWAY 169 OVER THE G.N. RY. AND THE DULUTH, MISSABE AND IRON RANGE
 SJ0446'RAILWAY, AT EMMERT TOWER AND THE CROSSING OF THE RAILWAYS, SET IN THE
 SJ0446'TOP OF THE EAST CORNER OF THE CONCRETE BASE OF A SEMAPHORE AT THE EAST
 SJ0446'CORNER OF THE TOWER, 6.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 SJ0446'G.N. RY., 3.2 FEET SOUTH OF THE EAST CORNER OF THE TOWER BUILDING AND
 SJ0446'1 FOOT ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1885 ***********************************************************************
 AE1885  DESIGNATION -  75 ES
 AE1885  PID         -  AE1885
 AE1885  STATE/COUNTY-  MN/WRIGHT
 AE1885  USGS QUAD   -  MAYER (1981)
 AE1885
 AE1885                         *CURRENT SURVEY CONTROL
 AE1885  ___________________________________________________________________
 AE1885* NAD 83(1986)-  44 59 22.     (N)    093 53 50.     (W)     SCALED    
 AE1885* NAVD 88     -       300.228  (meters)     985.00   (feet)  ADJUSTED  
 AE1885  ___________________________________________________________________
 AE1885  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AE1885  DYNAMIC HT  -         300.205 (meters)     984.92  (feet)  COMP
 AE1885  MODELED GRAV-     980,533.9   (mgal)                       NAVD 88
 AE1885
 AE1885  VERT ORDER  -  SECOND    CLASS I
 AE1885
 AE1885.The horizontal coordinates were scaled from a topographic map and have
 AE1885.an estimated accuracy of +/- 6 seconds.
 AE1885
 AE1885.The orthometric height was determined by differential leveling
 AE1885.and adjusted by the National Geodetic Survey in December 1997..
 AE1885
 AE1885.The geoid height was determined by GEOID03.
 AE1885
 AE1885.The dynamic height is computed by dividing the NAVD 88
 AE1885.geopotential number by the normal gravity value computed on the
 AE1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1885.degrees latitude (g = 980.6199 gals.).
 AE1885
 AE1885.The modeled gravity was interpolated from observed gravity values.
 AE1885
 AE1885;                    North         East    Units  Estimated Accuracy
 AE1885;SPC MN S     -   321,060.      808,110.      MT  (+/- 180 meters Scaled)
 AE1885
 AE1885                          SUPERSEDED SURVEY CONTROL
 AE1885
 AE1885.No superseded survey control is available for this station.
 AE1885
 AE1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK292821(NAD 83)
 AE1885_MARKER: DD = SURVEY DISK
 AE1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1885_STAMPING: 75 ES 1955
 AE1885_MARK LOGO: USGS  
 AE1885_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE1885
 AE1885  HISTORY     - Date     Condition        Report By
 AE1885  HISTORY     - 1955     MONUMENTED       USGS
 AE1885  HISTORY     - 1980     GOOD             MNDT
 AE1885
 AE1885                          STATION DESCRIPTION
 AE1885
 AE1885'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE1885'THE MARK IS LOCATED 5.5 MILES SOUTH ALONG TRUNK HIGHWAY 25 FROM ITS
 AE1885'JUNCTION WITH TRUNK HIGHWAY 12 IN MONTROSE AND IS NEAR HIGHWAY 25 MILE
 AE1885'POINT 42.95 IN THE NE 1/4 OF SECTION 36, T118N, R26W.  THE MARK IS 120
 AE1885'FEET NORTHEAST OF A POWER POLE, 95 FEET NORTH OF A FARM ENTRANCE TO
 AE1885'THE WEST, 29 FEET EAST OF THE CENTERLINE OF HIGHWAY 25 AND 1 FOOT WEST
 AE1885'OF A STEEL WITNESS POST.  THE MARK, A STANDARD USGS BENCH MARK DISK
 AE1885'STAMPED---75 ES 1955---, IS SET IN THE TOP OF A CONCRETE POST THAT
 AE1885'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6132 ***********************************************************************
 DG6132  DESIGNATION -  75 KEE
 DG6132  PID         -  DG6132
 DG6132  STATE/COUNTY-  MN/BELTRAMI
 DG6132  USGS QUAD   -  JELLE NE (1973)
 DG6132
 DG6132                         *CURRENT SURVEY CONTROL
 DG6132  ___________________________________________________________________
 DG6132* NAD 83(1986)-  48 08 00.     (N)    095 15 11.     (W)     SCALED    
 DG6132* NAVD 88     -       387.241  (meters)    1270.47   (feet)  ADJUSTED  
 DG6132  ___________________________________________________________________
 DG6132  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DG6132  DYNAMIC HT  -         387.312 (meters)    1270.71  (feet)  COMP
 DG6132  MODELED GRAV-     980,782.3   (mgal)                       NAVD 88
 DG6132
 DG6132  VERT ORDER  -  SECOND    CLASS I
 DG6132
 DG6132.The horizontal coordinates were scaled from a topographic map and have
 DG6132.an estimated accuracy of +/- 6 seconds.
 DG6132
 DG6132.The orthometric height was determined by differential leveling
 DG6132.and adjusted by the National Geodetic Survey in February 2005..
 DG6132
 DG6132.Photographs are available for this station.
 DG6132
 DG6132.The geoid height was determined by GEOID03.
 DG6132
 DG6132.The dynamic height is computed by dividing the NAVD 88
 DG6132.geopotential number by the normal gravity value computed on the
 DG6132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6132.degrees latitude (g = 980.6199 gals.).
 DG6132
 DG6132.The modeled gravity was interpolated from observed gravity values.
 DG6132
 DG6132;                    North         East    Units  Estimated Accuracy
 DG6132;SPC MN N     -   283,820.      639,780.      MT  (+/- 180 meters Scaled)
 DG6132
 DG6132                          SUPERSEDED SURVEY CONTROL
 DG6132
 DG6132.No superseded survey control is available for this station.
 DG6132
 DG6132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP323335(NAD 83)
 DG6132_MARKER: DD = SURVEY DISK
 DG6132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6132_STAMPING: 75 KEE 1967
 DG6132_MARK LOGO: USGS  
 DG6132_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6132+STABILITY: SURFACE MOTION
 DG6132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6132+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 DG6132
 DG6132  HISTORY     - Date     Condition        Report By
 DG6132  HISTORY     - 1967     MONUMENTED       USGS
 DG6132  HISTORY     - 20030701 GOOD             MNDT
 DG6132
 DG6132                          STATION DESCRIPTION
 DG6132
 DG6132'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG6132'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 7.5 MI
 DG6132'(12.1 KM) SOUTH OF THORHULT, 1 MI (1.6 KM) NORTH OF NORTH JCT OF TH 89
 DG6132'AND TH 1, AT TH 89 MP 54.85, 70 FT (21.3 M) WEST OF TH 89, 73 FT (22.3
 DG6132'M) SOUTH OF ENT WEST, 1.0 FT (0.3 M) EAST OF WIT POST.  THE MARK, A
 DG6132'STANDARD US DEPARTMENT OF INTERIOR CONTROL MARK DISK SET IN A ROUND
 DG6132'CONCRETE MONUMENT, A RR SPIKE SET ADJACENT TO MARK MAKES IT MAGNETIC,
 DG6132'PROJECTS 2 INCHES, AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0580 ***********************************************************************
 SJ0580  DESIGNATION -  75 M
 SJ0580  PID         -  SJ0580
 SJ0580  STATE/COUNTY-  MN/ST LOUIS
 SJ0580  USGS QUAD   -  HIBBING (1983)
 SJ0580
 SJ0580                         *CURRENT SURVEY CONTROL
 SJ0580  ___________________________________________________________________
 SJ0580* NAD 83(1986)-  47 29 23.     (N)    092 53 14.     (W)     SCALED    
 SJ0580* NAVD 88     -       481.631  (meters)    1580.15   (feet)  ADJUSTED  
 SJ0580  ___________________________________________________________________
 SJ0580  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 SJ0580  DYNAMIC HT  -         481.671 (meters)    1580.28  (feet)  COMP
 SJ0580  MODELED GRAV-     980,681.3   (mgal)                       NAVD 88
 SJ0580
 SJ0580  VERT ORDER  -  SECOND    CLASS 0
 SJ0580
 SJ0580.The horizontal coordinates were scaled from a topographic map and have
 SJ0580.an estimated accuracy of +/- 6 seconds.
 SJ0580
 SJ0580.The orthometric height was determined by differential leveling
 SJ0580.and adjusted by the National Geodetic Survey in June 1991..
 SJ0580
 SJ0580.The geoid height was determined by GEOID03.
 SJ0580
 SJ0580.The dynamic height is computed by dividing the NAVD 88
 SJ0580.geopotential number by the normal gravity value computed on the
 SJ0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0580.degrees latitude (g = 980.6199 gals.).
 SJ0580
 SJ0580.The modeled gravity was interpolated from observed gravity values.
 SJ0580
 SJ0580;                    North         East    Units  Estimated Accuracy
 SJ0580;SPC MN N     -   210,050.      816,030.      MT  (+/- 180 meters Scaled)
 SJ0580
 SJ0580                          SUPERSEDED SURVEY CONTROL
 SJ0580
 SJ0580  NGVD 29 (??/??/92)  481.365  (m)         1579.28   (f) ADJ UNCH    2 0
 SJ0580
 SJ0580.Superseded values are not recommended for survey control.
 SJ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0580.See file dsdata.txt to determine how the superseded data were derived.
 SJ0580
 SJ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN084595(NAD 83)
 SJ0580_MARKER: R = RIVET
 SJ0580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SJ0580_SP_SET: FOUNDATION
 SJ0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0580
 SJ0580  HISTORY     - Date     Condition        Report By
 SJ0580  HISTORY     - UNK      MONUMENTED       MNGS
 SJ0580  HISTORY     - 1948     GOOD             NGS
 SJ0580
 SJ0580                          STATION DESCRIPTION
 SJ0580
 SJ0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SJ0580'IN CHISHOLM.
 SJ0580'AT CHISHOLM, ABOUT 0.35 MILE WEST ALONG U.S. HIGHWAY 169 FROM THE
 SJ0580'FIRST NATIONAL BANK BUILDING, AT THE WATER TOWER, 124 FEET NORTHEAST
 SJ0580'OF THE CENTER LINE OF THE NORTH ENTRANCE TO THE CHICHOLM FIRE MEMORIAL
 SJ0580'PARK, SET IN THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION FOR THE
 SJ0580'WEST LEG OF THE WATER, TOWER 16.5 FEET WEST OF THE WATER TOWER STAND
 SJ0580'PIPE AND ABOUT 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8083 ***********************************************************************
 AF8083  DESIGNATION -  7501 A
 AF8083  PID         -  AF8083
 AF8083  STATE/COUNTY-  MN/STEVENS
 AF8083  USGS QUAD   -  MORRIS (1994)
 AF8083
 AF8083                         *CURRENT SURVEY CONTROL
 AF8083  ___________________________________________________________________
 AF8083* NAD 83(1986)-  45 34 58.     (N)    095 54 38.     (W)     SCALED    
 AF8083* NAVD 88     -       340.826  (meters)    1118.19   (feet)  ADJUSTED  
 AF8083  ___________________________________________________________________
 AF8083  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AF8083  DYNAMIC HT  -         340.814 (meters)    1118.15  (feet)  COMP
 AF8083  MODELED GRAV-     980,571.9   (mgal)                       NAVD 88
 AF8083
 AF8083  VERT ORDER  -  SECOND    CLASS I
 AF8083
 AF8083.The horizontal coordinates were scaled from a topographic map and have
 AF8083.an estimated accuracy of +/- 6 seconds.
 AF8083
 AF8083.The orthometric height was determined by differential leveling
 AF8083.and adjusted by the National Geodetic Survey in July 1998..
 AF8083
 AF8083.The geoid height was determined by GEOID03.
 AF8083
 AF8083.The dynamic height is computed by dividing the NAVD 88
 AF8083.geopotential number by the normal gravity value computed on the
 AF8083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8083.degrees latitude (g = 980.6199 gals.).
 AF8083
 AF8083.The modeled gravity was interpolated from observed gravity values.
 AF8083
 AF8083;                    North         East    Units  Estimated Accuracy
 AF8083;SPC MN C     -   166,130.      670,410.      MT  (+/- 180 meters Scaled)
 AF8083
 AF8083                          SUPERSEDED SURVEY CONTROL
 AF8083
 AF8083.No superseded survey control is available for this station.
 AF8083
 AF8083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL729518(NAD 83)
 AF8083_MARKER: DB = BENCH MARK DISK
 AF8083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8083_STAMPING: 7501 A 1972
 AF8083_MARK LOGO: MNDT  
 AF8083_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8083+STABILITY: SURFACE MOTION
 AF8083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8083+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1990
 AF8083
 AF8083  HISTORY     - Date     Condition        Report By
 AF8083  HISTORY     - 1972     MONUMENTED       MNDT
 AF8083  HISTORY     - 19901001 GOOD             MNDT
 AF8083
 AF8083                          STATION DESCRIPTION
 AF8083
 AF8083'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8083'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 2, T124N, R42W, IN THE SE
 AF8083'QUADRANT AT THE JUNCTION OF TH-9 AND TH-59 IN THE SOUTH PART OF
 AF8083'MORRIS, AND AT TH-59 MILEPOINT 165.15.  THE MARK IS 110.5 FT (33.7 M)
 AF8083'SE OF AND ABOUT 2 FT (0.6 M) LOWER THAN THE CENTERLINE OF TH-59, 94.5
 AF8083'FT (28.8 M) SSW OF THE CENTERLINE OF TH-9, 91.5 FT (27.9 M) ENE OF THE
 AF8083'CENTER OF THE RR, 56.3 FT (17.2 M) NORTH OF A T-POLE, AND 0.6 FT (0.2
 AF8083'M) EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK
 AF8083'DISK STAMPED---7501 A 1972---, IS SET IN THE TOP OF A PRECAST CONCRETE
 AF8083'MONUMENT AND PROJECTS 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8073 ***********************************************************************
 AF8073  DESIGNATION -  7502 G
 AF8073  PID         -  AF8073
 AF8073  STATE/COUNTY-  MN/STEVENS
 AF8073  USGS QUAD   -  WINTERMUTE LAKE (1973)
 AF8073
 AF8073                         *CURRENT SURVEY CONTROL
 AF8073  ___________________________________________________________________
 AF8073* NAD 83(1986)-  45 39 20.     (N)    095 59 03.     (W)     SCALED    
 AF8073* NAVD 88     -       345.261  (meters)    1132.74   (feet)  ADJUSTED  
 AF8073  ___________________________________________________________________
 AF8073  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AF8073  DYNAMIC HT  -         345.253 (meters)    1132.72  (feet)  COMP
 AF8073  MODELED GRAV-     980,580.3   (mgal)                       NAVD 88
 AF8073
 AF8073  VERT ORDER  -  SECOND    CLASS I
 AF8073
 AF8073.The horizontal coordinates were scaled from a topographic map and have
 AF8073.an estimated accuracy of +/- 6 seconds.
 AF8073
 AF8073.The orthometric height was determined by differential leveling
 AF8073.and adjusted by the National Geodetic Survey in July 1998..
 AF8073
 AF8073.The geoid height was determined by GEOID03.
 AF8073
 AF8073.The dynamic height is computed by dividing the NAVD 88
 AF8073.geopotential number by the normal gravity value computed on the
 AF8073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8073.degrees latitude (g = 980.6199 gals.).
 AF8073
 AF8073.The modeled gravity was interpolated from observed gravity values.
 AF8073
 AF8073;                    North         East    Units  Estimated Accuracy
 AF8073;SPC MN C     -   174,340.      664,850.      MT  (+/- 180 meters Scaled)
 AF8073
 AF8073                          SUPERSEDED SURVEY CONTROL
 AF8073
 AF8073.No superseded survey control is available for this station.
 AF8073
 AF8073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL675601(NAD 83)
 AF8073_MARKER: DB = BENCH MARK DISK
 AF8073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8073_STAMPING: 7502 G 1990
 AF8073_MARK LOGO: MNDT  
 AF8073_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8073+STABILITY: SURFACE MOTION
 AF8073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8073+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1990
 AF8073
 AF8073  HISTORY     - Date     Condition        Report By
 AF8073  HISTORY     - 1970     MONUMENTED       MNDT
 AF8073  HISTORY     - 19900925 GOOD             MNDT
 AF8073
 AF8073                          STATION DESCRIPTION
 AF8073
 AF8073'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8073'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 6, T125N, R42W, 5.45 MI
 AF8073'(8.77 KM) NW ALONG TH-9 FROM ITS JUNCTION WITH TH-28 IN THE NW PART OF
 AF8073'MORRIS, AND AT MILEPOINT 66.35.  THE MARK IS 73.0 FT (22.3 M) SW OF
 AF8073'AND ABOUT 1 FT (0.3 M) LOWER THAN THE CENTERLINE OF TH-9, 52.5 FT
 AF8073'(16.0 M) NE OF THE CENTER OF RR, 8.5 FT (2.6 M) SW OF A T-POLE, AND
 AF8073'0.6 FT (0.2 M) ENE OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AF8073'BENCH MARK DISK STAMPED---7502 G 1990---, IS SET IN THE TOP OF A
 AF8073'PRECAST CONCRETE MONUMENT AND PROJECTS 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8074 ***********************************************************************
 AF8074  DESIGNATION -  7502 H
 AF8074  PID         -  AF8074
 AF8074  STATE/COUNTY-  MN/STEVENS
 AF8074  USGS QUAD   -  WINTERMUTE LAKE (1973)
 AF8074
 AF8074                         *CURRENT SURVEY CONTROL
 AF8074  ___________________________________________________________________
 AF8074* NAD 83(1986)-  45 38 43.     (N)    095 58 25.     (W)     SCALED    
 AF8074* NAVD 88     -       344.919  (meters)    1131.62   (feet)  ADJUSTED  
 AF8074  ___________________________________________________________________
 AF8074  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AF8074  DYNAMIC HT  -         344.910 (meters)    1131.59  (feet)  COMP
 AF8074  MODELED GRAV-     980,579.2   (mgal)                       NAVD 88
 AF8074
 AF8074  VERT ORDER  -  SECOND    CLASS I
 AF8074
 AF8074.The horizontal coordinates were scaled from a topographic map and have
 AF8074.an estimated accuracy of +/- 6 seconds.
 AF8074
 AF8074.The orthometric height was determined by differential leveling
 AF8074.and adjusted by the National Geodetic Survey in July 1998..
 AF8074
 AF8074.The geoid height was determined by GEOID03.
 AF8074
 AF8074.The dynamic height is computed by dividing the NAVD 88
 AF8074.geopotential number by the normal gravity value computed on the
 AF8074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8074.degrees latitude (g = 980.6199 gals.).
 AF8074
 AF8074.The modeled gravity was interpolated from observed gravity values.
 AF8074
 AF8074;                    North         East    Units  Estimated Accuracy
 AF8074;SPC MN C     -   173,180.      665,640.      MT  (+/- 180 meters Scaled)
 AF8074
 AF8074                          SUPERSEDED SURVEY CONTROL
 AF8074
 AF8074.No superseded survey control is available for this station.
 AF8074
 AF8074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL682589(NAD 83)
 AF8074_MARKER: DB = BENCH MARK DISK
 AF8074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8074_STAMPING: 7502 H 1990
 AF8074_MARK LOGO: MNDT  
 AF8074_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8074+STABILITY: SURFACE MOTION
 AF8074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8074+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1990
 AF8074
 AF8074  HISTORY     - Date     Condition        Report By
 AF8074  HISTORY     - 1970     MONUMENTED       MNDT
 AF8074  HISTORY     - 19900925 GOOD             MNDT
 AF8074
 AF8074                          STATION DESCRIPTION
 AF8074
 AF8074'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8074'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 8, T125N, R42W, 4.55 MI
 AF8074'(7.32 KM) NW ALONG TH-9 FROM ITS JUNCTION WITH TH-28 IN THE NW PART OF
 AF8074'MORRIS, AND AT MILEPOINT 65.45.  THE MARK IS 72.5 FT (22.1 M) SW OF
 AF8074'AND ABOUT 1 FT (0.3 M) LOWER THAN THE CENTERLINE OF TH-9, 53.0 FT
 AF8074'(16.2 M) NE OF THE CENTER OF RR, 68.7 FT (20.9 M) WNW OF A T-POLE,
 AF8074'64.5 FT (19.7 M) SSE OF A T-POLE, AND 1.4 FT (0.4 M) EAST OF A STEEL
 AF8074'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AF8074'STAMPED---7502 H 1990---, IS SET IN THE TOP OF A PRECAST CONCRETE
 AF8074'MONUMENT AND PROJECTS 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8076 ***********************************************************************
 AF8076  DESIGNATION -  7502 J
 AF8076  PID         -  AF8076
 AF8076  STATE/COUNTY-  MN/STEVENS
 AF8076  USGS QUAD   -  WINTERMUTE LAKE (1973)
 AF8076
 AF8076                         *CURRENT SURVEY CONTROL
 AF8076  ___________________________________________________________________
 AF8076* NAD 83(1986)-  45 38 00.     (N)    095 57 43.     (W)     SCALED    
 AF8076* NAVD 88     -       345.757  (meters)    1134.37   (feet)  ADJUSTED  
 AF8076  ___________________________________________________________________
 AF8076  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AF8076  DYNAMIC HT  -         345.747 (meters)    1134.34  (feet)  COMP
 AF8076  MODELED GRAV-     980,577.9   (mgal)                       NAVD 88
 AF8076
 AF8076  VERT ORDER  -  SECOND    CLASS I
 AF8076
 AF8076.The horizontal coordinates were scaled from a topographic map and have
 AF8076.an estimated accuracy of +/- 6 seconds.
 AF8076
 AF8076.The orthometric height was determined by differential leveling
 AF8076.and adjusted by the National Geodetic Survey in July 1998..
 AF8076
 AF8076.The geoid height was determined by GEOID03.
 AF8076
 AF8076.The dynamic height is computed by dividing the NAVD 88
 AF8076.geopotential number by the normal gravity value computed on the
 AF8076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8076.degrees latitude (g = 980.6199 gals.).
 AF8076
 AF8076.The modeled gravity was interpolated from observed gravity values.
 AF8076
 AF8076;                    North         East    Units  Estimated Accuracy
 AF8076;SPC MN C     -   171,840.      666,530.      MT  (+/- 180 meters Scaled)
 AF8076
 AF8076                          SUPERSEDED SURVEY CONTROL
 AF8076
 AF8076.No superseded survey control is available for this station.
 AF8076
 AF8076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL691575(NAD 83)
 AF8076_MARKER: DB = BENCH MARK DISK
 AF8076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8076_STAMPING: 7502 J 1990
 AF8076_MARK LOGO: MNDT  
 AF8076_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8076+STABILITY: SURFACE MOTION
 AF8076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8076+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1990
 AF8076
 AF8076  HISTORY     - Date     Condition        Report By
 AF8076  HISTORY     - 1970     MONUMENTED       MNDT
 AF8076  HISTORY     - 19900925 GOOD             MNDT
 AF8076
 AF8076                          STATION DESCRIPTION
 AF8076
 AF8076'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8076'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 16, T125N, R42W, 3.6 MI
 AF8076'(5.8 KM) NW ALONG TH-9 FROM ITS JUNCTION WITH TH-28 IN THE NW PART OF
 AF8076'MORRIS, AND AT MILEPOINT 64.5. THE MARK IS 70.5 FT (21.5 M) SW OF AND
 AF8076'ABOUT 2 FT (0.6 M) LOWER THAN THE CENTERLINE OF TH-9, 55.5 FT (16.9 M)
 AF8076'NE OF THE CENTER OF RR, 17.0 FT (5.2 M) NW OF A T-POLE, AND 1.0 FT
 AF8076'(0.3 M) EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH
 AF8076'MARK DISK STAMPED---7502 J 1990---, IS SET IN THE TOP OF A PRECAST
 AF8076'CONCRETE MONUMENT AND 0.1 FT (0.0 M) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8069 ***********************************************************************
 AF8069  DESIGNATION -  7502 K
 AF8069  PID         -  AF8069
 AF8069  STATE/COUNTY-  MN/STEVENS
 AF8069  USGS QUAD   -  WINTERMUTE LAKE (1973)
 AF8069
 AF8069                         *CURRENT SURVEY CONTROL
 AF8069  ___________________________________________________________________
 AF8069* NAD 83(1986)-  45 39 50.     (N)    095 59 32.     (W)     SCALED    
 AF8069* NAVD 88     -       342.765  (meters)    1124.55   (feet)  ADJUSTED  
 AF8069  ___________________________________________________________________
 AF8069  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 AF8069  DYNAMIC HT  -         342.757 (meters)    1124.53  (feet)  COMP
 AF8069  MODELED GRAV-     980,581.2   (mgal)                       NAVD 88
 AF8069
 AF8069  VERT ORDER  -  SECOND    CLASS I
 AF8069
 AF8069.The horizontal coordinates were scaled from a topographic map and have
 AF8069.an estimated accuracy of +/- 6 seconds.
 AF8069
 AF8069.The orthometric height was determined by differential leveling
 AF8069.and adjusted by the National Geodetic Survey in July 1998..
 AF8069
 AF8069.The geoid height was determined by GEOID03.
 AF8069
 AF8069.The dynamic height is computed by dividing the NAVD 88
 AF8069.geopotential number by the normal gravity value computed on the
 AF8069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8069.degrees latitude (g = 980.6199 gals.).
 AF8069
 AF8069.The modeled gravity was interpolated from observed gravity values.
 AF8069
 AF8069;                    North         East    Units  Estimated Accuracy
 AF8069;SPC MN C     -   175,280.      664,240.      MT  (+/- 180 meters Scaled)
 AF8069
 AF8069                          SUPERSEDED SURVEY CONTROL
 AF8069
 AF8069.No superseded survey control is available for this station.
 AF8069
 AF8069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL669610(NAD 83)
 AF8069_MARKER: DV = VERTICAL CONTROL DISK
 AF8069_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8069_STAMPING: 7502 K 1990
 AF8069_MARK LOGO: MNDT  
 AF8069_PROJECTION: FLUSH
 AF8069_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8069+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8069_ROD/PIPE-DEPTH:  9.1 meters
 AF8069
 AF8069  HISTORY     - Date     Condition        Report By
 AF8069  HISTORY     - 1990     MONUMENTED       MNDT
 AF8069
 AF8069                          STATION DESCRIPTION
 AF8069
 AF8069'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8069'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NW OF THE CITY OF MORRIS,
 AF8069'6.15 MI (9.90 KM) NW ALONG TH-9 FROM ITS JUNCTION WITH TH-28 EAST, AT
 AF8069'MILEPOINT 67.0, AND IN THE SE 1/4 OF SECTION 6, T125N, R42W.  THE MARK
 AF8069'IS 101.0 FT (30.8 M) SW OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 AF8069'TH-9, 24.0 FT (7.3 M) NE OF THE CENTER OF RR, 22.5 FT (6.9 M) NW OF
 AF8069'THE CENTER OF AN ENTRANCE, 68.0 FT (20.7 M) WNW OF A T-POLE, 84.0 FT
 AF8069'(25.6 M) SSE OF A T-POLE, AND 1.4 FT (0.4 M) ESE OF A STEEL WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8075 ***********************************************************************
 AF8075  DESIGNATION -  7502 L
 AF8075  PID         -  AF8075
 AF8075  STATE/COUNTY-  MN/STEVENS
 AF8075  USGS QUAD   -  WINTERMUTE LAKE (1973)
 AF8075
 AF8075                         *CURRENT SURVEY CONTROL
 AF8075  ___________________________________________________________________
 AF8075* NAD 83(1986)-  45 38 36.     (N)    095 58 13.     (W)     SCALED    
 AF8075* NAVD 88     -       344.656  (meters)    1130.76   (feet)  ADJUSTED  
 AF8075  ___________________________________________________________________
 AF8075  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AF8075  DYNAMIC HT  -         344.647 (meters)    1130.73  (feet)  COMP
 AF8075  MODELED GRAV-     980,579.0   (mgal)                       NAVD 88
 AF8075
 AF8075  VERT ORDER  -  SECOND    CLASS I
 AF8075
 AF8075.The horizontal coordinates were scaled from a topographic map and have
 AF8075.an estimated accuracy of +/- 6 seconds.
 AF8075
 AF8075.The orthometric height was determined by differential leveling
 AF8075.and adjusted by the National Geodetic Survey in July 1998..
 AF8075
 AF8075.The geoid height was determined by GEOID03.
 AF8075
 AF8075.The dynamic height is computed by dividing the NAVD 88
 AF8075.geopotential number by the normal gravity value computed on the
 AF8075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8075.degrees latitude (g = 980.6199 gals.).
 AF8075
 AF8075.The modeled gravity was interpolated from observed gravity values.
 AF8075
 AF8075;                    North         East    Units  Estimated Accuracy
 AF8075;SPC MN C     -   172,960.      665,900.      MT  (+/- 180 meters Scaled)
 AF8075
 AF8075                          SUPERSEDED SURVEY CONTROL
 AF8075
 AF8075.No superseded survey control is available for this station.
 AF8075
 AF8075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL685587(NAD 83)
 AF8075_MARKER: DB = BENCH MARK DISK
 AF8075_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8075_STAMPING: 7502 L 1990
 AF8075_MARK LOGO: MNDT  
 AF8075_PROJECTION: RECESSED 3 CENTIMETERS
 AF8075_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8075+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8075_ROD/PIPE-DEPTH:  9.1 meters
 AF8075
 AF8075  HISTORY     - Date     Condition        Report By
 AF8075  HISTORY     - 1990     MONUMENTED       MNDT
 AF8075
 AF8075                          STATION DESCRIPTION
 AF8075
 AF8075'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8075'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 17, T125N, R42W, 4.4 MI
 AF8075'(7.1 KM) NW ALONG TH-9 FROM ITS JUNCTION WITH TH-28 IN THE NW PART OF
 AF8075'MORRIS, AND AT MILEPOINT 65.3. THE MARK IS 74.5 FT (22.7 M) NE OF AND
 AF8075'ABOUT 1.5 FT (0.5 M) LOWER THAN THE CENTERLINE OF TH-9, 42.5 FT (13.0
 AF8075'M) SSE OF THE CENTER OF A GRAVEL RD, 2.3 FT (0.7 M) WEST OF A P-POLE,
 AF8075'AND 1.1 FT (0.3 M) SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 AF8075'STANDARD MNDT BENCH MARK DISK STAMPED---7502 L 1990---, IS SET ON THE
 AF8075'TOP OF A 3/4 INCH DIAMETER BY 30 FT (9.1 M) LONG ALUMINUM ROD AND IS
 AF8075'0.1 FT (0.0 M) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8077 ***********************************************************************
 AF8077  DESIGNATION -  7502 M
 AF8077  PID         -  AF8077
 AF8077  STATE/COUNTY-  MN/STEVENS
 AF8077  USGS QUAD   -  MORRIS (1994)
 AF8077
 AF8077                         *CURRENT SURVEY CONTROL
 AF8077  ___________________________________________________________________
 AF8077* NAD 83(1986)-  45 36 50.     (N)    095 56 33.     (W)     SCALED    
 AF8077* NAVD 88     -       350.875  (meters)    1151.16   (feet)  ADJUSTED  
 AF8077  ___________________________________________________________________
 AF8077  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AF8077  DYNAMIC HT  -         350.865 (meters)    1151.13  (feet)  COMP
 AF8077  MODELED GRAV-     980,575.7   (mgal)                       NAVD 88
 AF8077
 AF8077  VERT ORDER  -  SECOND    CLASS I
 AF8077
 AF8077.The horizontal coordinates were scaled from a topographic map and have
 AF8077.an estimated accuracy of +/- 6 seconds.
 AF8077
 AF8077.The orthometric height was determined by differential leveling
 AF8077.and adjusted by the National Geodetic Survey in July 1998..
 AF8077
 AF8077.The geoid height was determined by GEOID03.
 AF8077
 AF8077.The dynamic height is computed by dividing the NAVD 88
 AF8077.geopotential number by the normal gravity value computed on the
 AF8077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8077.degrees latitude (g = 980.6199 gals.).
 AF8077
 AF8077.The modeled gravity was interpolated from observed gravity values.
 AF8077
 AF8077;                    North         East    Units  Estimated Accuracy
 AF8077;SPC MN C     -   169,640.      667,990.      MT  (+/- 180 meters Scaled)
 AF8077
 AF8077                          SUPERSEDED SURVEY CONTROL
 AF8077
 AF8077.No superseded survey control is available for this station.
 AF8077
 AF8077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL705553(NAD 83)
 AF8077_MARKER: DB = BENCH MARK DISK
 AF8077_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8077_STAMPING: 7502 M 1990
 AF8077_MARK LOGO: MNDT  
 AF8077_PROJECTION: FLUSH
 AF8077_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8077+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8077_ROD/PIPE-DEPTH:  9.1 meters
 AF8077
 AF8077  HISTORY     - Date     Condition        Report By
 AF8077  HISTORY     - 1990     MONUMENTED       MNDT
 AF8077
 AF8077                          STATION DESCRIPTION
 AF8077
 AF8077'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8077'THE MARK IS LOCATED IN THE NW 1/4 OF SECTION 27, T125N, R42W, 1.95 MI
 AF8077'(3.14 KM) NW ALONG TH-9 FROM ITS JUNCTION WITH TH-28 IN THE NW PART OF
 AF8077'MORRIS, AND AT MILEPOINT 62.9. THE MARK IS ABOUT 150 FT (45.7 M) SW OF
 AF8077'THE CENTERLINE OF TH-9, 70.5 FT (21.5 M) SOUTH OF AND ABOUT 1.0 FT
 AF8077'(0.3 M) LOWER THAN THE CENTER OF CO RD 14, 41.0 FT (12.5 M) SW OF THE
 AF8077'CENTER OF TH RR, 2.2TNNE A P-POLE, AND 1.3 FT (0.4 M) NW OF A STEEL
 AF8077'WITNESS POST. THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7502
 AF8077'M 1990---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY 30 FT (9.1 M)
 AF8077'LONG ALUMINUM ROD AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8081 ***********************************************************************
 AF8081  DESIGNATION -  7504 A
 AF8081  PID         -  AF8081
 AF8081  STATE/COUNTY-  MN/STEVENS
 AF8081  USGS QUAD   -  MORRIS (1994)
 AF8081
 AF8081                         *CURRENT SURVEY CONTROL
 AF8081  ___________________________________________________________________
 AF8081* NAD 83(1986)-  45 35 32.     (N)    095 55 10.     (W)     SCALED    
 AF8081* NAVD 88     -       347.549  (meters)    1140.25   (feet)  ADJUSTED  
 AF8081  ___________________________________________________________________
 AF8081  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AF8081  DYNAMIC HT  -         347.538 (meters)    1140.21  (feet)  COMP
 AF8081  MODELED GRAV-     980,573.2   (mgal)                       NAVD 88
 AF8081
 AF8081  VERT ORDER  -  SECOND    CLASS I
 AF8081
 AF8081.The horizontal coordinates were scaled from a topographic map and have
 AF8081.an estimated accuracy of +/- 6 seconds.
 AF8081
 AF8081.The orthometric height was determined by differential leveling
 AF8081.and adjusted by the National Geodetic Survey in July 1998..
 AF8081
 AF8081.The geoid height was determined by GEOID03.
 AF8081
 AF8081.The dynamic height is computed by dividing the NAVD 88
 AF8081.geopotential number by the normal gravity value computed on the
 AF8081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8081.degrees latitude (g = 980.6199 gals.).
 AF8081
 AF8081.The modeled gravity was interpolated from observed gravity values.
 AF8081
 AF8081;                    North         East    Units  Estimated Accuracy
 AF8081;SPC MN C     -   167,200.      669,740.      MT  (+/- 180 meters Scaled)
 AF8081
 AF8081                          SUPERSEDED SURVEY CONTROL
 AF8081
 AF8081.No superseded survey control is available for this station.
 AF8081
 AF8081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL722528(NAD 83)
 AF8081_MARKER: DB = BENCH MARK DISK
 AF8081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8081_STAMPING: 7504 A 1962
 AF8081_MARK LOGO: MNDT  
 AF8081_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8081+STABILITY: SURFACE MOTION
 AF8081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8081+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1990
 AF8081
 AF8081  HISTORY     - Date     Condition        Report By
 AF8081  HISTORY     - 1962     MONUMENTED       MNDT
 AF8081  HISTORY     - 19901001 GOOD             MNDT
 AF8081
 AF8081                          STATION DESCRIPTION
 AF8081
 AF8081'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8081'THE MARK IS LOCATED IN THE NW 1/4 OF SECTION 35, T125N, R42W, IN THE
 AF8081'NE QUADRANT AT THE JUNCTION OF TH-9 AND TH-28 IN THE NW PART OF
 AF8081'MORRIS, AND AT TH-9 MILEPOINT 64.5. THE MARK IS 170.5 FT (52.0 M) NE
 AF8081'OF AND ABOUT 2 FT (0.6 M) HIGHER THAN THE CENTERLINE OF TH-9, 74.8 FT
 AF8081'(22.8 M) NW OF THE CENTERLINE OF TH-28 EAST, 91.6 FT (27.9 M) ESE OF A
 AF8081'P-POLE, AND 0.3 FT (0.1 M) EAST OF A STEEL WITNESS POST.  THE MARK, A
 AF8081'STANDARD MNDT BENCH MARK DISK STAMPED---7504 A 1962---, IS SET IN THE
 AF8081'TOP OF A PRECAST CONCRETE MONUMENT AND 0.2 FT (0.1 M) BELOW THE
 AF8081'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8089 ***********************************************************************
 AF8089  DESIGNATION -  7505 A
 AF8089  PID         -  AF8089
 AF8089  STATE/COUNTY-  MN/STEVENS
 AF8089  USGS QUAD   -  MORRIS (1994)
 AF8089
 AF8089                         *CURRENT SURVEY CONTROL
 AF8089  ___________________________________________________________________
 AF8089* NAD 83(1986)-  45 32 33.     (N)    095 54 48.     (W)     SCALED    
 AF8089* NAVD 88     -       333.980  (meters)    1095.73   (feet)  ADJUSTED  
 AF8089  ___________________________________________________________________
 AF8089  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AF8089  DYNAMIC HT  -         333.967 (meters)    1095.69  (feet)  COMP
 AF8089  MODELED GRAV-     980,566.3   (mgal)                       NAVD 88
 AF8089
 AF8089  VERT ORDER  -  SECOND    CLASS I
 AF8089
 AF8089.The horizontal coordinates were scaled from a topographic map and have
 AF8089.an estimated accuracy of +/- 6 seconds.
 AF8089
 AF8089.The orthometric height was determined by differential leveling
 AF8089.and adjusted by the National Geodetic Survey in July 1998..
 AF8089
 AF8089.The geoid height was determined by GEOID03.
 AF8089
 AF8089.The dynamic height is computed by dividing the NAVD 88
 AF8089.geopotential number by the normal gravity value computed on the
 AF8089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8089.degrees latitude (g = 980.6199 gals.).
 AF8089
 AF8089.The modeled gravity was interpolated from observed gravity values.
 AF8089
 AF8089;                    North         East    Units  Estimated Accuracy
 AF8089;SPC MN C     -   161,660.      670,100.      MT  (+/- 180 meters Scaled)
 AF8089
 AF8089                          SUPERSEDED SURVEY CONTROL
 AF8089
 AF8089.No superseded survey control is available for this station.
 AF8089
 AF8089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL725473(NAD 83)
 AF8089_MARKER: DB = BENCH MARK DISK
 AF8089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8089_STAMPING: 7505 A 1988
 AF8089_MARK LOGO: MNDT  
 AF8089_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8089+STABILITY: SURFACE MOTION
 AF8089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8089+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1990
 AF8089
 AF8089  HISTORY     - Date     Condition        Report By
 AF8089  HISTORY     - 1988     MONUMENTED       MNDT
 AF8089  HISTORY     - 19900925 GOOD             MNDT
 AF8089
 AF8089                          STATION DESCRIPTION
 AF8089
 AF8089'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8089'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 22, T124N, R42W, 2.8 MI
 AF8089'(4.5 KM) SOUTH ALONG TH-59 FROM ITS JUNCTION WITH TH-9 IN MORRIS, AND
 AF8089'AT TH-59 MILEPOINT 162.5. THE MARK IS 200.0 FT (61.0 M) WEST OF AND
 AF8089'ABOUT LEVEL WITH THE CENTERLINE OF TH-59, 47.0 FT (14.3 M) SOUTH OF
 AF8089'THE CENTER OF A GRAVEL RD,93.0 FTWSW OF A NORTH POLE OF 2, 1.9 FT (0.6
 AF8089'M) SOUTH OF A FENCE LINE, AND 0.6 FT (0.2 M) EAST OF A STEEL WITNESS
 AF8089'POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7505 A
 AF8089'1988---, IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT AND PROJECTS
 AF8089'0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8095 ***********************************************************************
 AF8095  DESIGNATION -  7505 B
 AF8095  PID         -  AF8095
 AF8095  STATE/COUNTY-  MN/STEVENS
 AF8095  USGS QUAD   -  HANCOCK NW (1968)
 AF8095
 AF8095                         *CURRENT SURVEY CONTROL
 AF8095  ___________________________________________________________________
 AF8095* NAD 83(1986)-  45 29 57.     (N)    095 54 49.     (W)     SCALED    
 AF8095* NAVD 88     -       326.106  (meters)    1069.90   (feet)  ADJUSTED  
 AF8095  ___________________________________________________________________
 AF8095  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AF8095  DYNAMIC HT  -         326.092 (meters)    1069.85  (feet)  COMP
 AF8095  MODELED GRAV-     980,563.7   (mgal)                       NAVD 88
 AF8095
 AF8095  VERT ORDER  -  SECOND    CLASS I
 AF8095
 AF8095.The horizontal coordinates were scaled from a topographic map and have
 AF8095.an estimated accuracy of +/- 6 seconds.
 AF8095
 AF8095.The orthometric height was determined by differential leveling
 AF8095.and adjusted by the National Geodetic Survey in July 1998..
 AF8095
 AF8095.The geoid height was determined by GEOID03.
 AF8095
 AF8095.The dynamic height is computed by dividing the NAVD 88
 AF8095.geopotential number by the normal gravity value computed on the
 AF8095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8095.degrees latitude (g = 980.6199 gals.).
 AF8095
 AF8095.The modeled gravity was interpolated from observed gravity values.
 AF8095
 AF8095;                    North         East    Units  Estimated Accuracy
 AF8095;SPC MN C     -   156,850.      669,980.      MT  (+/- 180 meters Scaled)
 AF8095
 AF8095                          SUPERSEDED SURVEY CONTROL
 AF8095
 AF8095.No superseded survey control is available for this station.
 AF8095
 AF8095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL723425(NAD 83)
 AF8095_MARKER: DB = BENCH MARK DISK
 AF8095_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AF8095_SP_SET: BRIDGE ABUTMENT
 AF8095_STAMPING: 7505 B 1988
 AF8095_MARK LOGO: MNDT  
 AF8095_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8095+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1990
 AF8095
 AF8095  HISTORY     - Date     Condition        Report By
 AF8095  HISTORY     - 1988     MONUMENTED       MNDT
 AF8095  HISTORY     - 19900525 GOOD             MNDT
 AF8095
 AF8095                          STATION DESCRIPTION
 AF8095
 AF8095'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8095'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 3, T123N, R42W, 5.85 MI
 AF8095'(9.41 KM) SOUTH ALONG TH-59 FROM ITS JUNCTION WITH TH-9 IN MORRIS, AT
 AF8095'THE CO RD 8 BRIDGE OVER THE POMME DE TERRE RIVER, AND AT TH-59
 AF8095'MILEPOINT 159.35.  THE MARK IS 18.0 SOUTH OF AND LEVEL WITH THE
 AF8095'CENTERLINE OF CO RD 8, 60.0 FT (18.3 M) WEST OF THE CENTER OF AN
 AF8095'ENTRANCE, AND 1.3 FT (0.4 M) SE OF THE SE CORNER OF THE BRIDGE.  THE
 AF8095'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7505 B 1988---, IS SET
 AF8095'IN THE ABUTMENT AT THE NE CORNER OF BRIDGE NUMBER 75502.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8106 ***********************************************************************
 AF8106  DESIGNATION -  7505 C
 AF8106  PID         -  AF8106
 AF8106  STATE/COUNTY-  MN/STEVENS
 AF8106  USGS QUAD   -  HANCOCK NW (1968)
 AF8106
 AF8106                         *CURRENT SURVEY CONTROL
 AF8106  ___________________________________________________________________
 AF8106* NAD 83(1986)-  45 26 28.     (N)    095 54 41.     (W)     SCALED    
 AF8106* NAVD 88     -       333.708  (meters)    1094.84   (feet)  ADJUSTED  
 AF8106  ___________________________________________________________________
 AF8106  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AF8106  DYNAMIC HT  -         333.691 (meters)    1094.78  (feet)  COMP
 AF8106  MODELED GRAV-     980,556.1   (mgal)                       NAVD 88
 AF8106
 AF8106  VERT ORDER  -  SECOND    CLASS I
 AF8106
 AF8106.The horizontal coordinates were scaled from a topographic map and have
 AF8106.an estimated accuracy of +/- 6 seconds.
 AF8106
 AF8106.The orthometric height was determined by differential leveling
 AF8106.and adjusted by the National Geodetic Survey in July 1998..
 AF8106
 AF8106.The geoid height was determined by GEOID03.
 AF8106
 AF8106.The dynamic height is computed by dividing the NAVD 88
 AF8106.geopotential number by the normal gravity value computed on the
 AF8106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8106.degrees latitude (g = 980.6199 gals.).
 AF8106
 AF8106.The modeled gravity was interpolated from observed gravity values.
 AF8106
 AF8106;                    North         East    Units  Estimated Accuracy
 AF8106;SPC MN C     -   150,390.      670,020.      MT  (+/- 180 meters Scaled)
 AF8106
 AF8106                          SUPERSEDED SURVEY CONTROL
 AF8106
 AF8106.No superseded survey control is available for this station.
 AF8106
 AF8106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL723360(NAD 83)
 AF8106_MARKER: DB = BENCH MARK DISK
 AF8106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8106_STAMPING: 7505 C 1988
 AF8106_MARK LOGO: MNDT  
 AF8106_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8106+STABILITY: SURFACE MOTION
 AF8106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8106+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1990
 AF8106
 AF8106  HISTORY     - Date     Condition        Report By
 AF8106  HISTORY     - 1988     MONUMENTED       MNDT
 AF8106  HISTORY     - 19900925 GOOD             MNDT
 AF8106
 AF8106                          STATION DESCRIPTION
 AF8106
 AF8106'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8106'THE MARK IS LOCATED IN THE NW 1/4 OF SECTION 26, T123N, R42W, 9.85 MI
 AF8106'(15.85 KM) SOUTH ALONG TH-59 FROM ITS JUNCTION WITH TH-9 IN MORRIS,
 AF8106'AND AT TH-59 MILEPOINT 155.4. THE MARK IS 240 FT (73.2 M) EAST OF AND
 AF8106'2 FT (0.6 M) LOWER THAN THE CENTERLINE OF TH-59, 32 FT (9.8 M) SOUTH
 AF8106'OF THE CENTER OF A GRAVEL RD, 23.0 FT (7.0 M) WEST OF THE CENTER OF AN
 AF8106'ENTRANCE, 9.1 FT (2.8 M) WNW OF A GATE POST, AND 0.8 FT (0.2 M) WEST
 AF8106'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AF8106'STAMPED---7505 C 1988---, IS SET IN THE TOP OF A PRECAST CONCRETE
 AF8106'MONUMENT AND PROJECTS 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8086 ***********************************************************************
 AF8086  DESIGNATION -  7505 D
 AF8086  PID         -  AF8086
 AF8086  STATE/COUNTY-  MN/STEVENS
 AF8086  USGS QUAD   -  MORRIS (1994)
 AF8086
 AF8086                         *CURRENT SURVEY CONTROL
 AF8086  ___________________________________________________________________
 AF8086* NAD 83(1986)-  45 33 24.     (N)    095 54 46.     (W)     SCALED    
 AF8086* NAVD 88     -       335.233  (meters)    1099.84   (feet)  ADJUSTED  
 AF8086  ___________________________________________________________________
 AF8086  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AF8086  DYNAMIC HT  -         335.220 (meters)    1099.80  (feet)  COMP
 AF8086  MODELED GRAV-     980,568.3   (mgal)                       NAVD 88
 AF8086
 AF8086  VERT ORDER  -  SECOND    CLASS I
 AF8086
 AF8086.The horizontal coordinates were scaled from a topographic map and have
 AF8086.an estimated accuracy of +/- 6 seconds.
 AF8086
 AF8086.The orthometric height was determined by differential leveling
 AF8086.and adjusted by the National Geodetic Survey in July 1998..
 AF8086
 AF8086.The geoid height was determined by GEOID03.
 AF8086
 AF8086.The dynamic height is computed by dividing the NAVD 88
 AF8086.geopotential number by the normal gravity value computed on the
 AF8086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8086.degrees latitude (g = 980.6199 gals.).
 AF8086
 AF8086.The modeled gravity was interpolated from observed gravity values.
 AF8086
 AF8086;                    North         East    Units  Estimated Accuracy
 AF8086;SPC MN C     -   163,240.      670,180.      MT  (+/- 180 meters Scaled)
 AF8086
 AF8086                          SUPERSEDED SURVEY CONTROL
 AF8086
 AF8086.No superseded survey control is available for this station.
 AF8086
 AF8086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL726489(NAD 83)
 AF8086_MARKER: DB = BENCH MARK DISK
 AF8086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8086_STAMPING: 7505 D 1990
 AF8086_MARK LOGO: MNDT  
 AF8086_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8086+STABILITY: SURFACE MOTION
 AF8086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8086+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1990
 AF8086
 AF8086  HISTORY     - Date     Condition        Report By
 AF8086  HISTORY     - 1970     MONUMENTED       MNDT
 AF8086  HISTORY     - 19901001 GOOD             MNDT
 AF8086
 AF8086                          STATION DESCRIPTION
 AF8086
 AF8086'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8086'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 15, T124N, R42W, 1.8 MI
 AF8086'(2.9 KM) SOUTH ALONG TH-59 FROM ITS JUNCTION WITH TH-9, AND AT TH-59
 AF8086'MILEPOINT 163.4. THE MARK IS 150.0 FT (45.7 M) WEST OF AND ABOUT 8 FT
 AF8086'(2.4 M) LOWER THAN THE CENTERLINE OF TH-59, 4.0 FT (1.2 M) SE OF A
 AF8086'P-POLE, 74.7 FT (22.8 M) WSW OF A CORNER FENCE POST, AND 0.9 FT (0.3
 AF8086'M) EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK
 AF8086'DISK STAMPED---7505 D 1990---, IS SET IN THE TOP OF A PRECAST CONCRETE
 AF8086'MONUMENT AND PROJECTS 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8091 ***********************************************************************
 AF8091  DESIGNATION -  7505 E
 AF8091  PID         -  AF8091
 AF8091  STATE/COUNTY-  MN/STEVENS
 AF8091  USGS QUAD   -  MORRIS (1994)
 AF8091
 AF8091                         *CURRENT SURVEY CONTROL
 AF8091  ___________________________________________________________________
 AF8091* NAD 83(1986)-  45 31 42.     (N)    095 54 40.     (W)     SCALED    
 AF8091* NAVD 88     -       342.469  (meters)    1123.58   (feet)  ADJUSTED  
 AF8091  ___________________________________________________________________
 AF8091  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AF8091  DYNAMIC HT  -         342.454 (meters)    1123.53  (feet)  COMP
 AF8091  MODELED GRAV-     980,564.4   (mgal)                       NAVD 88
 AF8091
 AF8091  VERT ORDER  -  SECOND    CLASS I
 AF8091
 AF8091.The horizontal coordinates were scaled from a topographic map and have
 AF8091.an estimated accuracy of +/- 6 seconds.
 AF8091
 AF8091.The orthometric height was determined by differential leveling
 AF8091.and adjusted by the National Geodetic Survey in July 1998..
 AF8091
 AF8091.The geoid height was determined by GEOID03.
 AF8091
 AF8091.The dynamic height is computed by dividing the NAVD 88
 AF8091.geopotential number by the normal gravity value computed on the
 AF8091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8091.degrees latitude (g = 980.6199 gals.).
 AF8091
 AF8091.The modeled gravity was interpolated from observed gravity values.
 AF8091
 AF8091;                    North         East    Units  Estimated Accuracy
 AF8091;SPC MN C     -   160,080.      670,240.      MT  (+/- 180 meters Scaled)
 AF8091
 AF8091                          SUPERSEDED SURVEY CONTROL
 AF8091
 AF8091.No superseded survey control is available for this station.
 AF8091
 AF8091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL726457(NAD 83)
 AF8091_MARKER: DB = BENCH MARK DISK
 AF8091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8091_STAMPING: 7505 E 1990
 AF8091_MARK LOGO: MNDT  
 AF8091_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8091+STABILITY: SURFACE MOTION
 AF8091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8091+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1990
 AF8091
 AF8091  HISTORY     - Date     Condition        Report By
 AF8091  HISTORY     - 1970     MONUMENTED       MNDT
 AF8091  HISTORY     - 19901001 GOOD             MNDT
 AF8091
 AF8091                          STATION DESCRIPTION
 AF8091
 AF8091'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8091'THE MARK IS LOCATED IN THE NW 1/4 OF SECTION 26, T124N, R42W, 3.8 MI
 AF8091'(6.1 KM) SOUTH ALONG TH-59 FROM ITS JUNCTION WITH TH-9 IN MORRIS, AND
 AF8091'AT TH-59 MILEPOINT 161.4. THE MARK IS 98.0 FT (29.9 M) EAST OF AND 4
 AF8091'FT (1.2 M) HIGHER THAN THE CENTERLINE OF TH-59, 34.7 FT (10.6 M) NE OF
 AF8091'40-INCH COTTONWOOD TREE, AND 0.7 FT (0.2 M) EAST OF A STEEL WITNESS
 AF8091'POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7505 E
 AF8091'1990---, IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT AND PROJECTS
 AF8091'0.4 FT. NOTE--BENCH MARK WAS ORIGINALLY SET IN 1970 WITH YEAR
 AF8091'UNSTAMPED. WHEN IT WAS LEVELED TO IN 1990, 1990 WAS STAMPED IN THE
 AF8091'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8093 ***********************************************************************
 AF8093  DESIGNATION -  7505 F
 AF8093  PID         -  AF8093
 AF8093  STATE/COUNTY-  MN/STEVENS
 AF8093  USGS QUAD   -  MORRIS (1994)
 AF8093
 AF8093                         *CURRENT SURVEY CONTROL
 AF8093  ___________________________________________________________________
 AF8093* NAD 83(1986)-  45 30 49.     (N)    095 54 46.     (W)     SCALED    
 AF8093* NAVD 88     -       329.285  (meters)    1080.33   (feet)  ADJUSTED  
 AF8093  ___________________________________________________________________
 AF8093  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AF8093  DYNAMIC HT  -         329.270 (meters)    1080.28  (feet)  COMP
 AF8093  MODELED GRAV-     980,562.4   (mgal)                       NAVD 88
 AF8093
 AF8093  VERT ORDER  -  SECOND    CLASS I
 AF8093
 AF8093.The horizontal coordinates were scaled from a topographic map and have
 AF8093.an estimated accuracy of +/- 6 seconds.
 AF8093
 AF8093.The orthometric height was determined by differential leveling
 AF8093.and adjusted by the National Geodetic Survey in July 1998..
 AF8093
 AF8093.The geoid height was determined by GEOID03.
 AF8093
 AF8093.The dynamic height is computed by dividing the NAVD 88
 AF8093.geopotential number by the normal gravity value computed on the
 AF8093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8093.degrees latitude (g = 980.6199 gals.).
 AF8093
 AF8093.The modeled gravity was interpolated from observed gravity values.
 AF8093
 AF8093;                    North         East    Units  Estimated Accuracy
 AF8093;SPC MN C     -   158,450.      670,080.      MT  (+/- 180 meters Scaled)
 AF8093
 AF8093                          SUPERSEDED SURVEY CONTROL
 AF8093
 AF8093.No superseded survey control is available for this station.
 AF8093
 AF8093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL724441(NAD 83)
 AF8093_MARKER: DB = BENCH MARK DISK
 AF8093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8093_STAMPING: 7505 F 1990
 AF8093_MARK LOGO: MNDT  
 AF8093_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8093+STABILITY: SURFACE MOTION
 AF8093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8093+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1990
 AF8093
 AF8093  HISTORY     - Date     Condition        Report By
 AF8093  HISTORY     - 1970     MONUMENTED       MNDT
 AF8093  HISTORY     - 19901001 GOOD             MNDT
 AF8093
 AF8093                          STATION DESCRIPTION
 AF8093
 AF8093'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8093'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 34, T124N, R42W, 4.8 MI
 AF8093'(7.7 KM) SOUTH ALONG TH-59 FROM ITS JUNCTION WITH TH-9 IN MORRIS, AND
 AF8093'AT TH-59 MILEPOINT 160.3. THE MARK IS 99.0 FT (30.2 M) WEST OF AND 1
 AF8093'FT (0.3 M) LOWER THAN THE CENTERLINE OF TH-59, 77.0 FT (23.5 M) SOUTH
 AF8093'OF THE CENTER OF AN ENTRANCE EXTENDED, 52.0 FT (15.8 M) SSW OF A
 AF8093'P-POLE, 23.2 FT (7.1 M) WEST OF A WOODEN FENCE POST, AND 0.5 FT (0.2
 AF8093'M) EAST OF A STEEL WITNESS POST. THE MARK, A STANDARD MNDT BENCH MARK
 AF8093'DISK STAMPED---7505 F 1990---, IS SET IN THE TOP OF A PRECAST CONCRETE
 AF8093'MONUMENT AND PROJECTS 0.1 FT. NOTE--BENCH MARK WAS ORIGINALLY SET IN
 AF8093'1970 WITH YEAR UNSTAMPED. WHEN IT WAS LEVELED TO IN 1990, 1990 WAS
 AF8093'STAMPED IN THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8102 ***********************************************************************
 AF8102  DESIGNATION -  7505 H
 AF8102  PID         -  AF8102
 AF8102  STATE/COUNTY-  MN/STEVENS
 AF8102  USGS QUAD   -  HANCOCK NW (1968)
 AF8102
 AF8102                         *CURRENT SURVEY CONTROL
 AF8102  ___________________________________________________________________
 AF8102* NAD 83(1986)-  45 28 11.     (N)    095 54 40.     (W)     SCALED    
 AF8102* NAVD 88     -       332.772  (meters)    1091.77   (feet)  ADJUSTED  
 AF8102  ___________________________________________________________________
 AF8102  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AF8102  DYNAMIC HT  -         332.757 (meters)    1091.72  (feet)  COMP
 AF8102  MODELED GRAV-     980,559.9   (mgal)                       NAVD 88
 AF8102
 AF8102  VERT ORDER  -  SECOND    CLASS I
 AF8102
 AF8102.The horizontal coordinates were scaled from a topographic map and have
 AF8102.an estimated accuracy of +/- 6 seconds.
 AF8102
 AF8102.The orthometric height was determined by differential leveling
 AF8102.and adjusted by the National Geodetic Survey in July 1998..
 AF8102
 AF8102.The geoid height was determined by GEOID03.
 AF8102
 AF8102.The dynamic height is computed by dividing the NAVD 88
 AF8102.geopotential number by the normal gravity value computed on the
 AF8102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8102.degrees latitude (g = 980.6199 gals.).
 AF8102
 AF8102.The modeled gravity was interpolated from observed gravity values.
 AF8102
 AF8102;                    North         East    Units  Estimated Accuracy
 AF8102;SPC MN C     -   153,570.      670,110.      MT  (+/- 180 meters Scaled)
 AF8102
 AF8102                          SUPERSEDED SURVEY CONTROL
 AF8102
 AF8102.No superseded survey control is available for this station.
 AF8102
 AF8102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL724392(NAD 83)
 AF8102_MARKER: DB = BENCH MARK DISK
 AF8102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8102_STAMPING: 7505 H 1990
 AF8102_MARK LOGO: MNDT  
 AF8102_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8102+STABILITY: SURFACE MOTION
 AF8102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8102+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1990
 AF8102
 AF8102  HISTORY     - Date     Condition        Report By
 AF8102  HISTORY     - 1970     MONUMENTED       MNDT
 AF8102  HISTORY     - 19900525 GOOD             MNDT
 AF8102
 AF8102                          STATION DESCRIPTION
 AF8102
 AF8102'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8102'THE MARK IS LOCATED IN THE NW 1/4 OF SECTION 14, T123N, R42W, 7.85 MI
 AF8102'(12.63 KM) SOUTH ALONG TH-59 FROM ITS JUNCTION WITH TH-9 IN MORRIS,
 AF8102'AND AT TH-59 MILEPOINT 157.4. THE MARK IS 98.0 FT (29.9 M) EAST OF AND
 AF8102'1 FT (0.3 M) HIGHER THAN THE CENTERLINE OF TH-59, AND 0.7 FT (0.2 M)
 AF8102'WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK
 AF8102'DISK STAMPED---7505 H 1990---, IS SET IN THE TOP OF A PRECAST CONCRETE
 AF8102'MONUMENT AND PROJECTS 0.1 FT. NOTE--BENCH MARK WAS ORIGINALLY SET IN
 AF8102'1970 WITH YEAR UNSTAMPED. WHEN IT WAS LEVELED TO IN 1990, 1990 WAS
 AF8102'STAMPED IN THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8104 ***********************************************************************
 AF8104  DESIGNATION -  7505 J
 AF8104  PID         -  AF8104
 AF8104  STATE/COUNTY-  MN/STEVENS
 AF8104  USGS QUAD   -  HANCOCK NW (1968)
 AF8104
 AF8104                         *CURRENT SURVEY CONTROL
 AF8104  ___________________________________________________________________
 AF8104* NAD 83(1986)-  45 27 23.     (N)    095 54 40.     (W)     SCALED    
 AF8104* NAVD 88     -       342.221  (meters)    1122.77   (feet)  ADJUSTED  
 AF8104  ___________________________________________________________________
 AF8104  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AF8104  DYNAMIC HT  -         342.204 (meters)    1122.71  (feet)  COMP
 AF8104  MODELED GRAV-     980,558.1   (mgal)                       NAVD 88
 AF8104
 AF8104  VERT ORDER  -  SECOND    CLASS I
 AF8104
 AF8104.The horizontal coordinates were scaled from a topographic map and have
 AF8104.an estimated accuracy of +/- 6 seconds.
 AF8104
 AF8104.The orthometric height was determined by differential leveling
 AF8104.and adjusted by the National Geodetic Survey in July 1998..
 AF8104
 AF8104.The geoid height was determined by GEOID03.
 AF8104
 AF8104.The dynamic height is computed by dividing the NAVD 88
 AF8104.geopotential number by the normal gravity value computed on the
 AF8104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8104.degrees latitude (g = 980.6199 gals.).
 AF8104
 AF8104.The modeled gravity was interpolated from observed gravity values.
 AF8104
 AF8104;                    North         East    Units  Estimated Accuracy
 AF8104;SPC MN C     -   152,090.      670,080.      MT  (+/- 180 meters Scaled)
 AF8104
 AF8104                          SUPERSEDED SURVEY CONTROL
 AF8104
 AF8104.No superseded survey control is available for this station.
 AF8104
 AF8104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL723377(NAD 83)
 AF8104_MARKER: DB = BENCH MARK DISK
 AF8104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8104_STAMPING: 7505 J 1990
 AF8104_MARK LOGO: MNDT  
 AF8104_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8104+STABILITY: SURFACE MOTION
 AF8104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8104+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1990
 AF8104
 AF8104  HISTORY     - Date     Condition        Report By
 AF8104  HISTORY     - 1970     MONUMENTED       MNDT
 AF8104  HISTORY     - 19900525 GOOD             MNDT
 AF8104
 AF8104                          STATION DESCRIPTION
 AF8104
 AF8104'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8104'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 14, T123N, R42W, 8.85 MI
 AF8104'(14.24 KM) SOUTH ALONG TH-59 FROM ITS JUNCTION WITH TH-9 IN MORRIS,
 AF8104'AND AT TH-59 MILEPOINT 156.45.  THE MARK IS 170 FT (51.8 M) EAST OF
 AF8104'AND 2 FT (0.6 M) HIGHER THAN THE CENTERLINE OF TH-59, 9.6 FT (2.9 M)
 AF8104'NW OF THE NW COR OF A POWER BOX, AND 0.5 FT (0.2 M) WEST OF A STEEL
 AF8104'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AF8104'STAMPED---7505 J 1990---, IS SET IN THE TOP OF A PRECAST CONCRETE
 AF8104'MONUMENT AND IS FLUSH WITH THE GROUND. NOTE--BENCH MARK WAS ORIGINALLY
 AF8104'SET IN 1970 WITH YEAR UNSTAMPED. WHEN IT WAS LEVELED TO IN 1990, 1990
 AF8104'WAS STAMPED IN THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8111 ***********************************************************************
 AF8111  DESIGNATION -  7505 K
 AF8111  PID         -  AF8111
 AF8111  STATE/COUNTY-  MN/STEVENS
 AF8111  USGS QUAD   -  HANCOCK NW (1968)
 AF8111
 AF8111                         *CURRENT SURVEY CONTROL
 AF8111  ___________________________________________________________________
 AF8111* NAD 83(1986)-  45 25 39.     (N)    095 54 38.     (W)     SCALED    
 AF8111* NAVD 88     -       339.626  (meters)    1114.26   (feet)  ADJUSTED  
 AF8111  ___________________________________________________________________
 AF8111  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AF8111  DYNAMIC HT  -         339.609 (meters)    1114.20  (feet)  COMP
 AF8111  MODELED GRAV-     980,554.5   (mgal)                       NAVD 88
 AF8111
 AF8111  VERT ORDER  -  SECOND    CLASS I
 AF8111
 AF8111.The horizontal coordinates were scaled from a topographic map and have
 AF8111.an estimated accuracy of +/- 6 seconds.
 AF8111
 AF8111.The orthometric height was determined by differential leveling
 AF8111.and adjusted by the National Geodetic Survey in July 1998..
 AF8111
 AF8111.The geoid height was determined by GEOID03.
 AF8111
 AF8111.The dynamic height is computed by dividing the NAVD 88
 AF8111.geopotential number by the normal gravity value computed on the
 AF8111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8111.degrees latitude (g = 980.6199 gals.).
 AF8111
 AF8111.The modeled gravity was interpolated from observed gravity values.
 AF8111
 AF8111;                    North         East    Units  Estimated Accuracy
 AF8111;SPC MN C     -   148,880.      670,050.      MT  (+/- 180 meters Scaled)
 AF8111
 AF8111                          SUPERSEDED SURVEY CONTROL
 AF8111
 AF8111.No superseded survey control is available for this station.
 AF8111
 AF8111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL723345(NAD 83)
 AF8111_MARKER: DB = BENCH MARK DISK
 AF8111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8111_STAMPING: 7505 K 1990
 AF8111_MARK LOGO: MNDT  
 AF8111_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8111+STABILITY: SURFACE MOTION
 AF8111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8111+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1990
 AF8111
 AF8111  HISTORY     - Date     Condition        Report By
 AF8111  HISTORY     - 1970     MONUMENTED       MNDT
 AF8111  HISTORY     - 19900523 GOOD             MNDT
 AF8111
 AF8111                          STATION DESCRIPTION
 AF8111
 AF8111'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8111'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 26, T123N, R42W, 10.85 MI
 AF8111'(17.46 KM) SOUTH ALONG TH-59 FROM ITS JUNCTION WITH TH-9 IN MORRIS,
 AF8111'AND AT TH-59 MILEPOINT 154.4. THE MARK IS 93.5 FT (28.5 M) EAST OF AND
 AF8111'3 FT (0.9 M) LOWER THAN THE CENTERLINE OF TH-59, 130.0 FT (39.6 M)
 AF8111'NORTH OF THE CENTER OF COUNTY RD 4, AND 0.7 FT (0.2 M) WEST OF A STEEL
 AF8111'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AF8111'STAMPED---7505 K 1990---, IS SET IN THE TOP OF A PRECAST CONCRETE
 AF8111'MONUMENT AND PROJECTS 0.1 FT. NOTE--BENCH MARK WAS ORIGINALLY SET IN
 AF8111'1970 WITH YEAR UNSTAMPED. WHEN IT WAS LEVELED TO IN 1990, 1990 WAS
 AF8111'STAMPED IN THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8085 ***********************************************************************
 AF8085  DESIGNATION -  7505 L
 AF8085  PID         -  AF8085
 AF8085  STATE/COUNTY-  MN/STEVENS
 AF8085  USGS QUAD   -  MORRIS (1994)
 AF8085
 AF8085                         *CURRENT SURVEY CONTROL
 AF8085  ___________________________________________________________________
 AF8085* NAD 83(1986)-  45 34 06.     (N)    095 54 46.     (W)     SCALED    
 AF8085* NAVD 88     -       350.236  (meters)    1149.07   (feet)  ADJUSTED  
 AF8085  ___________________________________________________________________
 AF8085  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AF8085  DYNAMIC HT  -         350.224 (meters)    1149.03  (feet)  COMP
 AF8085  MODELED GRAV-     980,569.9   (mgal)                       NAVD 88
 AF8085
 AF8085  VERT ORDER  -  SECOND    CLASS I
 AF8085
 AF8085.The horizontal coordinates were scaled from a topographic map and have
 AF8085.an estimated accuracy of +/- 6 seconds.
 AF8085
 AF8085.The orthometric height was determined by differential leveling
 AF8085.and adjusted by the National Geodetic Survey in July 1998..
 AF8085
 AF8085.The geoid height was determined by GEOID03.
 AF8085
 AF8085.The dynamic height is computed by dividing the NAVD 88
 AF8085.geopotential number by the normal gravity value computed on the
 AF8085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8085.degrees latitude (g = 980.6199 gals.).
 AF8085
 AF8085.The modeled gravity was interpolated from observed gravity values.
 AF8085
 AF8085;                    North         East    Units  Estimated Accuracy
 AF8085;SPC MN C     -   164,530.      670,210.      MT  (+/- 180 meters Scaled)
 AF8085
 AF8085                          SUPERSEDED SURVEY CONTROL
 AF8085
 AF8085.No superseded survey control is available for this station.
 AF8085
 AF8085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL727502(NAD 83)
 AF8085_MARKER: DV = VERTICAL CONTROL DISK
 AF8085_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8085_STAMPING: 7505 L 1990
 AF8085_MARK LOGO: MNDT  
 AF8085_PROJECTION: RECESSED 3 CENTIMETERS
 AF8085_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8085+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8085_ROD/PIPE-DEPTH:  5.5 meters
 AF8085
 AF8085  HISTORY     - Date     Condition        Report By
 AF8085  HISTORY     - 1990     MONUMENTED       MNDT
 AF8085
 AF8085                          STATION DESCRIPTION
 AF8085
 AF8085'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8085'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 10, T124N, R42W, 1.0 MI
 AF8085'(1.6 KM) SOUTH ALONG TH-59 FROM ITS JUNCTION WITH TH 9 IN MORRIS, AND
 AF8085'AT TH-59 MILEPOINT 164.15.  THE MARK IS 77.0 FT (23.5 M) WEST OF AND
 AF8085'ABOUT LEVEL WITH THE CENTERLINE OF TH-59, 1.6 FT (0.5 M) EAST OF A
 AF8085'P-POLE, AND 1.2 FT (0.4 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A
 AF8085'STANDARD MAGNETIC VERTICAL CONTROL MONUMENT MARK DISK STAMPED---7505 L
 AF8085'1990---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY 18 FT (5.5 M)
 AF8085'LONG ALUMINUM ROD AND IS 0.1 FT (0.0 M) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8092 ***********************************************************************
 AF8092  DESIGNATION -  7505 M
 AF8092  PID         -  AF8092
 AF8092  STATE/COUNTY-  MN/STEVENS
 AF8092  USGS QUAD   -  MORRIS (1994)
 AF8092
 AF8092                         *CURRENT SURVEY CONTROL
 AF8092  ___________________________________________________________________
 AF8092* NAD 83(1986)-  45 31 04.     (N)    095 54 43.     (W)     SCALED    
 AF8092* NAVD 88     -       326.197  (meters)    1070.20   (feet)  ADJUSTED  
 AF8092  ___________________________________________________________________
 AF8092  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AF8092  DYNAMIC HT  -         326.182 (meters)    1070.15  (feet)  COMP
 AF8092  MODELED GRAV-     980,562.9   (mgal)                       NAVD 88
 AF8092
 AF8092  VERT ORDER  -  SECOND    CLASS I
 AF8092
 AF8092.The horizontal coordinates were scaled from a topographic map and have
 AF8092.an estimated accuracy of +/- 6 seconds.
 AF8092
 AF8092.The orthometric height was determined by differential leveling
 AF8092.and adjusted by the National Geodetic Survey in July 1998..
 AF8092
 AF8092.The geoid height was determined by GEOID03.
 AF8092
 AF8092.The dynamic height is computed by dividing the NAVD 88
 AF8092.geopotential number by the normal gravity value computed on the
 AF8092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8092.degrees latitude (g = 980.6199 gals.).
 AF8092
 AF8092.The modeled gravity was interpolated from observed gravity values.
 AF8092
 AF8092;                    North         East    Units  Estimated Accuracy
 AF8092;SPC MN C     -   158,910.      670,150.      MT  (+/- 180 meters Scaled)
 AF8092
 AF8092                          SUPERSEDED SURVEY CONTROL
 AF8092
 AF8092.No superseded survey control is available for this station.
 AF8092
 AF8092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL725445(NAD 83)
 AF8092_MARKER: Z = SEE DESCRIPTION
 AF8092_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AF8092_SP_SET: BRIDGE ABUTMENT
 AF8092_STAMPING: 7505 M 1990
 AF8092_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8092+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8092
 AF8092  HISTORY     - Date     Condition        Report By
 AF8092  HISTORY     - 1990     MONUMENTED       MNDT
 AF8092
 AF8092                          STATION DESCRIPTION
 AF8092
 AF8092'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8092'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 26, T124N, R42W, 4.55 MI
 AF8092'(7.32 KM) SOUTH ALONG TH-59 FROM ITS JUNCTION WITH TH-9 IN MORRIS, AT
 AF8092'THE TH-59 BRIDGE OVER THE POMME DE TERRE RIVER, AND AT TH-59 MILEPOINT
 AF8092'160.65. THE MARK IS 16.0EAST OF AND 0.5 FT (0.2 M) HIGHER THAN THE
 AF8092'CENTERLINE OF TH-59, AND 1.4 FT (0.4 M) EAST OF THE NE CORNER OF THE
 AF8092'BRIDGE.  THE MARK, A BRASS PLUG, IS SET IN THE ABUTMENT AT THE NE
 AF8092'CORNER OF BRIDGE NUMBER 5582.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8100 ***********************************************************************
 AF8100  DESIGNATION -  7505 N
 AF8100  PID         -  AF8100
 AF8100  STATE/COUNTY-  MN/STEVENS
 AF8100  USGS QUAD   -  HANCOCK NW (1968)
 AF8100
 AF8100                         *CURRENT SURVEY CONTROL
 AF8100  ___________________________________________________________________
 AF8100* NAD 83(1986)-  45 29 03.     (N)    095 54 40.     (W)     SCALED    
 AF8100* NAVD 88     -       327.416  (meters)    1074.20   (feet)  ADJUSTED  
 AF8100  ___________________________________________________________________
 AF8100  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AF8100  DYNAMIC HT  -         327.402 (meters)    1074.15  (feet)  COMP
 AF8100  MODELED GRAV-     980,561.8   (mgal)                       NAVD 88
 AF8100
 AF8100  VERT ORDER  -  SECOND    CLASS I
 AF8100
 AF8100.The horizontal coordinates were scaled from a topographic map and have
 AF8100.an estimated accuracy of +/- 6 seconds.
 AF8100
 AF8100.The orthometric height was determined by differential leveling
 AF8100.and adjusted by the National Geodetic Survey in July 1998..
 AF8100
 AF8100.The geoid height was determined by GEOID03.
 AF8100
 AF8100.The dynamic height is computed by dividing the NAVD 88
 AF8100.geopotential number by the normal gravity value computed on the
 AF8100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8100.degrees latitude (g = 980.6199 gals.).
 AF8100
 AF8100.The modeled gravity was interpolated from observed gravity values.
 AF8100
 AF8100;                    North         East    Units  Estimated Accuracy
 AF8100;SPC MN C     -   155,180.      670,140.      MT  (+/- 180 meters Scaled)
 AF8100
 AF8100                          SUPERSEDED SURVEY CONTROL
 AF8100
 AF8100.No superseded survey control is available for this station.
 AF8100
 AF8100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL725408(NAD 83)
 AF8100_MARKER: DV = VERTICAL CONTROL DISK
 AF8100_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8100_STAMPING: 7505 N 1990
 AF8100_MARK LOGO: MNDT  
 AF8100_PROJECTION: FLUSH
 AF8100_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8100+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8100_ROD/PIPE-DEPTH:  8.8 meters
 AF8100
 AF8100  HISTORY     - Date     Condition        Report By
 AF8100  HISTORY     - 1990     MONUMENTED       MNDT
 AF8100
 AF8100                          STATION DESCRIPTION
 AF8100
 AF8100'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8100'THE MARK IS IN THE NW 1/4 OF SEC 11, T123N, R42W, 6.85 MI (11.02 KM)
 AF8100'SOUTH ALONG TH-59 FROM JCT TH-9 IN MORRIS, AND AT MP 158.35.  THE MARK
 AF8100'IS 76.5 FT (23.3 M) EAST AND 0.5 FT (0.2 M) LOWER THAN THE CENTERLINE
 AF8100'OF TH-59, 56.0 FT (17.1 M) SOUTH OF THE CENTER OF CO RD 78, 1.7 FT
 AF8100'(0.5 M) NW OF THE NW CORNER OF A BRICK PILLAR, 50.5 FT (15.4 M) WEST
 AF8100'OF A TRANSFORMER POST, AND 1.4 FT (0.4 M) NNW OF A STEEL WITNESS POST.
 AF8100'THE MARK, A STANDARD MAGNETIC MNDT VCM DISK STAMPED---7505 N 1990---,
 AF8100'IS SET ON A 3/4 INCH DIAMETER BY 29 FT (8.8 M) LONG DRIVEN ALUMINUM
 AF8100'ROD AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8084 ***********************************************************************
 AF8084  DESIGNATION -  7505 P
 AF8084  PID         -  AF8084
 AF8084  STATE/COUNTY-  MN/STEVENS
 AF8084  USGS QUAD   -  MORRIS (1994)
 AF8084
 AF8084                         *CURRENT SURVEY CONTROL
 AF8084  ___________________________________________________________________
 AF8084* NAD 83(1986)-  45 34 26.     (N)    095 54 49.     (W)     SCALED    
 AF8084* NAVD 88     -       343.537  (meters)    1127.09   (feet)  ADJUSTED  
 AF8084  ___________________________________________________________________
 AF8084  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AF8084  DYNAMIC HT  -         343.525 (meters)    1127.05  (feet)  COMP
 AF8084  MODELED GRAV-     980,570.7   (mgal)                       NAVD 88
 AF8084
 AF8084  VERT ORDER  -  SECOND    CLASS I
 AF8084
 AF8084.The horizontal coordinates were scaled from a topographic map and have
 AF8084.an estimated accuracy of +/- 6 seconds.
 AF8084
 AF8084.The orthometric height was determined by differential leveling
 AF8084.and adjusted by the National Geodetic Survey in July 1998..
 AF8084
 AF8084.The geoid height was determined by GEOID03.
 AF8084
 AF8084.The dynamic height is computed by dividing the NAVD 88
 AF8084.geopotential number by the normal gravity value computed on the
 AF8084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8084.degrees latitude (g = 980.6199 gals.).
 AF8084
 AF8084.The modeled gravity was interpolated from observed gravity values.
 AF8084
 AF8084;                    North         East    Units  Estimated Accuracy
 AF8084;SPC MN C     -   165,150.      670,150.      MT  (+/- 180 meters Scaled)
 AF8084
 AF8084                          SUPERSEDED SURVEY CONTROL
 AF8084
 AF8084.No superseded survey control is available for this station.
 AF8084
 AF8084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL726508(NAD 83)
 AF8084_MARKER: DB = BENCH MARK DISK
 AF8084_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8084_STAMPING: 7505 P 1990
 AF8084_MARK LOGO: MNDT  
 AF8084_PROJECTION: RECESSED 3 CENTIMETERS
 AF8084_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8084+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8084_ROD/PIPE-DEPTH:  7.6 meters
 AF8084
 AF8084  HISTORY     - Date     Condition        Report By
 AF8084  HISTORY     - 1990     MONUMENTED       MNDT
 AF8084
 AF8084                          STATION DESCRIPTION
 AF8084
 AF8084'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8084'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 3, T124N, R42W, 0.6 MI
 AF8084'(1.0 KM) SOUTH ALONG TH-59 FROM ITS JUNCTION WITH TH 9 IN MORRIS, AND
 AF8084'AT TH-59 MILEPOINT 164.45.  THE MARK IS 172.0 FT (52.4 M) WEST OF AND
 AF8084'ABOUT 1 FT (0.3 M) LOWER THAN THE CENTERLINE OF TH-59, 74.5 FT (22.7
 AF8084'M) NNE OF THE CENTER OF THE RR, AND 1.4 FT (0.4 M) SSE OF A STEEL
 AF8084'WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT BENCH MARK DISK
 AF8084'STAMPED---7505 P 1990---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 AF8084'25 FT (7.6 M) LONG ALUMINUM ROD AND IS 0.1 FT (0.0 M) BELOW THE
 AF8084'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8090 ***********************************************************************
 AF8090  DESIGNATION -  7505 Q
 AF8090  PID         -  AF8090
 AF8090  STATE/COUNTY-  MN/STEVENS
 AF8090  USGS QUAD   -  MORRIS (1994)
 AF8090
 AF8090                         *CURRENT SURVEY CONTROL
 AF8090  ___________________________________________________________________
 AF8090* NAD 83(1986)-  45 32 06.     (N)    095 54 45.     (W)     SCALED    
 AF8090* NAVD 88     -       335.510  (meters)    1100.75   (feet)  ADJUSTED  
 AF8090  ___________________________________________________________________
 AF8090  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AF8090  DYNAMIC HT  -         335.496 (meters)    1100.71  (feet)  COMP
 AF8090  MODELED GRAV-     980,565.3   (mgal)                       NAVD 88
 AF8090
 AF8090  VERT ORDER  -  SECOND    CLASS I
 AF8090
 AF8090.The horizontal coordinates were scaled from a topographic map and have
 AF8090.an estimated accuracy of +/- 6 seconds.
 AF8090
 AF8090.The orthometric height was determined by differential leveling
 AF8090.and adjusted by the National Geodetic Survey in July 1998..
 AF8090
 AF8090.The geoid height was determined by GEOID03.
 AF8090
 AF8090.The dynamic height is computed by dividing the NAVD 88
 AF8090.geopotential number by the normal gravity value computed on the
 AF8090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8090.degrees latitude (g = 980.6199 gals.).
 AF8090
 AF8090.The modeled gravity was interpolated from observed gravity values.
 AF8090
 AF8090;                    North         East    Units  Estimated Accuracy
 AF8090;SPC MN C     -   160,830.      670,150.      MT  (+/- 180 meters Scaled)
 AF8090
 AF8090                          SUPERSEDED SURVEY CONTROL
 AF8090
 AF8090.No superseded survey control is available for this station.
 AF8090
 AF8090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL725465(NAD 83)
 AF8090_MARKER: DV = VERTICAL CONTROL DISK
 AF8090_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8090_STAMPING: 7505 Q 1990
 AF8090_MARK LOGO: MNDT  
 AF8090_PROJECTION: PROJECTING 3 CENTIMETERS
 AF8090_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8090+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8090_ROD/PIPE-DEPTH: 12.2 meters
 AF8090
 AF8090  HISTORY     - Date     Condition        Report By
 AF8090  HISTORY     - 1990     MONUMENTED       MNDT
 AF8090
 AF8090                          STATION DESCRIPTION
 AF8090
 AF8090'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8090'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 22, T124N, R42W, 3.35 MI
 AF8090'(5.39 KM) SOUTH ALONG TH-59 FROM ITS JUNCTION WITH TH 9 IN MORRIS, AND
 AF8090'AT TH-59 MILEPOINT 161.85.  THE MARK IS 75.5 FT (23.0 M) WEST OF AND
 AF8090'ABOUT 1 FT (0.3 M) HIGHER THAN THE CENTERLINE OF TH-59, 28.3 FT (8.6
 AF8090'M) SOUTH OF A CABLE MARKER BOX, AND 1.4 FT (0.4 M) NORTH OF A STEEL
 AF8090'R/W POST WITH A WITNESS SIGN.  THE MARK, A STANDARD MAGNETIC MNDT
 AF8090'VERTICAL CONTROL MONUMENT DISK STAMPED---7505 Q 1990---, IS SET ON THE
 AF8090'TOP OF A 3/4 INCH DIAMETER BY 40 FT (12.2 M) LONG ALUMINUM ROD AND IS
 AF8090'PROJECTS 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8094 ***********************************************************************
 AF8094  DESIGNATION -  7505 R
 AF8094  PID         -  AF8094
 AF8094  STATE/COUNTY-  MN/STEVENS
 AF8094  USGS QUAD   -  MORRIS (1994)
 AF8094
 AF8094                         *CURRENT SURVEY CONTROL
 AF8094  ___________________________________________________________________
 AF8094* NAD 83(1986)-  45 30 25.     (N)    095 54 45.     (W)     SCALED    
 AF8094* NAVD 88     -       329.346  (meters)    1080.53   (feet)  ADJUSTED  
 AF8094  ___________________________________________________________________
 AF8094  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AF8094  DYNAMIC HT  -         329.331 (meters)    1080.48  (feet)  COMP
 AF8094  MODELED GRAV-     980,561.5   (mgal)                       NAVD 88
 AF8094
 AF8094  VERT ORDER  -  SECOND    CLASS I
 AF8094
 AF8094.The horizontal coordinates were scaled from a topographic map and have
 AF8094.an estimated accuracy of +/- 6 seconds.
 AF8094
 AF8094.The orthometric height was determined by differential leveling
 AF8094.and adjusted by the National Geodetic Survey in July 1998..
 AF8094
 AF8094.The geoid height was determined by GEOID03.
 AF8094
 AF8094.The dynamic height is computed by dividing the NAVD 88
 AF8094.geopotential number by the normal gravity value computed on the
 AF8094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8094.degrees latitude (g = 980.6199 gals.).
 AF8094
 AF8094.The modeled gravity was interpolated from observed gravity values.
 AF8094
 AF8094;                    North         East    Units  Estimated Accuracy
 AF8094;SPC MN C     -   157,710.      670,080.      MT  (+/- 180 meters Scaled)
 AF8094
 AF8094                          SUPERSEDED SURVEY CONTROL
 AF8094
 AF8094.No superseded survey control is available for this station.
 AF8094
 AF8094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL724433(NAD 83)
 AF8094_MARKER: DV = VERTICAL CONTROL DISK
 AF8094_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8094_STAMPING: 7505 R 1990
 AF8094_MARK LOGO: MNDT  
 AF8094_PROJECTION: PROJECTING 3 CENTIMETERS
 AF8094_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8094+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8094_ROD/PIPE-DEPTH:  6.7 meters
 AF8094
 AF8094  HISTORY     - Date     Condition        Report By
 AF8094  HISTORY     - 1990     MONUMENTED       MNDT
 AF8094
 AF8094                          STATION DESCRIPTION
 AF8094
 AF8094'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8094'THE MARK IS IN THE NE 1/4 OF SEC 34, T124N, R42W, 5.35 MI (8.61 KM)
 AF8094'SOUTH ALONG TH-59 FROM JCT TH-9 IN MORRIS, AND AT MP 159.85. THE MARK
 AF8094'IS 74.0 FT (22.6 M) WEST AND 1 FT (0.3 M) LOWER THAN THE CENTERLINE OF
 AF8094'TH-59, 54.5 FT (16.6 M) NORTH OF THE CENTER OF AN ENTRANCE, 1.9 FT
 AF8094'(0.6 M) ENE OF A POWER POLE, AND 1.9 FT (0.6 M) ESE OF A STEEL WITNESS
 AF8094'POST.  THE MARK, A STANDARD MAGNETIC MNDT VCM DISK STAMPED---7505 R
 AF8094'1990---, IS SET ON A 3/4 INCH DIAMETER BY 22 FT (6.7 M) LONG DRIVEN
 AF8094'ALUMINUM ROD AND PROJECTS 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8099 ***********************************************************************
 AF8099  DESIGNATION -  7505 S
 AF8099  PID         -  AF8099
 AF8099  STATE/COUNTY-  MN/STEVENS
 AF8099  USGS QUAD   -  HANCOCK NW (1968)
 AF8099
 AF8099                         *CURRENT SURVEY CONTROL
 AF8099  ___________________________________________________________________
 AF8099* NAD 83(1986)-  45 29 32.     (N)    095 54 40.     (W)     SCALED    
 AF8099* NAVD 88     -       327.953  (meters)    1075.96   (feet)  ADJUSTED  
 AF8099  ___________________________________________________________________
 AF8099  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AF8099  DYNAMIC HT  -         327.938 (meters)    1075.91  (feet)  COMP
 AF8099  MODELED GRAV-     980,562.9   (mgal)                       NAVD 88
 AF8099
 AF8099  VERT ORDER  -  SECOND    CLASS I
 AF8099
 AF8099.The horizontal coordinates were scaled from a topographic map and have
 AF8099.an estimated accuracy of +/- 6 seconds.
 AF8099
 AF8099.The orthometric height was determined by differential leveling
 AF8099.and adjusted by the National Geodetic Survey in July 1998..
 AF8099
 AF8099.The geoid height was determined by GEOID03.
 AF8099
 AF8099.The dynamic height is computed by dividing the NAVD 88
 AF8099.geopotential number by the normal gravity value computed on the
 AF8099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8099.degrees latitude (g = 980.6199 gals.).
 AF8099
 AF8099.The modeled gravity was interpolated from observed gravity values.
 AF8099
 AF8099;                    North         East    Units  Estimated Accuracy
 AF8099;SPC MN C     -   156,070.      670,160.      MT  (+/- 180 meters Scaled)
 AF8099
 AF8099                          SUPERSEDED SURVEY CONTROL
 AF8099
 AF8099.No superseded survey control is available for this station.
 AF8099
 AF8099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL725417(NAD 83)
 AF8099_MARKER: DV = VERTICAL CONTROL DISK
 AF8099_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8099_STAMPING: 7505 S 1990
 AF8099_MARK LOGO: MNDT  
 AF8099_PROJECTION: RECESSED 5 CENTIMETERS
 AF8099_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8099+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8099_ROD/PIPE-DEPTH: 18.3 meters
 AF8099
 AF8099  HISTORY     - Date     Condition        Report By
 AF8099  HISTORY     - 1990     MONUMENTED       MNDT
 AF8099
 AF8099                          STATION DESCRIPTION
 AF8099
 AF8099'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8099'THE MARK IS IN THE NW 1/4 OF SEC 24, T123N, R42W, 6.35 MI (10.22 KM)
 AF8099'SOUTH ALONG TH-59 FROM JCT TH-9 IN MORRIS, AND AT MP 158.85. THE MARK
 AF8099'IS 73.0 FT (22.3 M) EAST AND 2 FT (0.6 M) HIGHER THAN THE CENTERLINE
 AF8099'OF TH-59, 12.5 FT (3.8 M) SOUTH OF THE CENTER OF AN ENTRANCE, 1.1 FT
 AF8099'(0.3 M) WEST OF A FENCE LINE, 65.0 FT (19.8 M) NORTH OF A STEEL
 AF8099'RIGHT-OF-WAY POST, AND 1.6 FT (0.5 M) NW OF A STEEL WITNESS POST. THE
 AF8099'MARK, A STANDARD MAGNETIC MNDT VCM DISK STAMPED---7505 S 1990---, IS
 AF8099'SET ON A 3/4 INCH DIAMETER BY 60 FT (18.3 M) LONG DRIVEN ALUMINUM ROD
 AF8099'AND PROJECTS 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8101 ***********************************************************************
 AF8101  DESIGNATION -  7505 T
 AF8101  PID         -  AF8101
 AF8101  STATE/COUNTY-  MN/STEVENS
 AF8101  USGS QUAD   -  HANCOCK NW (1968)
 AF8101
 AF8101                         *CURRENT SURVEY CONTROL
 AF8101  ___________________________________________________________________
 AF8101* NAD 83(1986)-  45 28 41.     (N)    095 54 40.     (W)     SCALED    
 AF8101* NAVD 88     -       332.843  (meters)    1092.00   (feet)  ADJUSTED  
 AF8101  ___________________________________________________________________
 AF8101  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AF8101  DYNAMIC HT  -         332.828 (meters)    1091.95  (feet)  COMP
 AF8101  MODELED GRAV-     980,561.0   (mgal)                       NAVD 88
 AF8101
 AF8101  VERT ORDER  -  SECOND    CLASS I
 AF8101
 AF8101.The horizontal coordinates were scaled from a topographic map and have
 AF8101.an estimated accuracy of +/- 6 seconds.
 AF8101
 AF8101.The orthometric height was determined by differential leveling
 AF8101.and adjusted by the National Geodetic Survey in July 1998..
 AF8101
 AF8101.The geoid height was determined by GEOID03.
 AF8101
 AF8101.The dynamic height is computed by dividing the NAVD 88
 AF8101.geopotential number by the normal gravity value computed on the
 AF8101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8101.degrees latitude (g = 980.6199 gals.).
 AF8101
 AF8101.The modeled gravity was interpolated from observed gravity values.
 AF8101
 AF8101;                    North         East    Units  Estimated Accuracy
 AF8101;SPC MN C     -   154,500.      670,130.      MT  (+/- 180 meters Scaled)
 AF8101
 AF8101                          SUPERSEDED SURVEY CONTROL
 AF8101
 AF8101.No superseded survey control is available for this station.
 AF8101
 AF8101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL724401(NAD 83)
 AF8101_MARKER: DV = VERTICAL CONTROL DISK
 AF8101_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8101_STAMPING: 7505 T 1990
 AF8101_MARK LOGO: MNDT  
 AF8101_PROJECTION: RECESSED 3 CENTIMETERS
 AF8101_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8101+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8101_ROD/PIPE-DEPTH:  6.1 meters
 AF8101
 AF8101  HISTORY     - Date     Condition        Report By
 AF8101  HISTORY     - 1990     MONUMENTED       MNDT
 AF8101
 AF8101                          STATION DESCRIPTION
 AF8101
 AF8101'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8101'THE MARK IS IN THE NW 1/4 OF SEC 11, T123N, R42W, 7.35 MI (11.83 KM)
 AF8101'SOUTH ALONG TH-59 FROM JCT TH-9 IN MORRIS, AND AT MP 157.85.  THE MARK
 AF8101'IS 62.0 FT (18.9 M) EAST AND LEVEL WITH THE CENTERLINE OF TH-59, 12.0
 AF8101'FT (3.7 M) SOUTH OF THE CENTER OF AN ENTRANCE, AND 1.1 FT (0.3 M) WEST
 AF8101'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VCM DISK
 AF8101'STAMPED---7505 T 1990---, IS SET ON A 3/4 INCH DIAMETER BY 20 FT (6.1
 AF8101'M) LONG DRIVEN ALUMINUM ROD AND IS 0.1 FT (0.0 M) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8103 ***********************************************************************
 AF8103  DESIGNATION -  7505 U
 AF8103  PID         -  AF8103
 AF8103  STATE/COUNTY-  MN/STEVENS
 AF8103  USGS QUAD   -  HANCOCK NW (1968)
 AF8103
 AF8103                         *CURRENT SURVEY CONTROL
 AF8103  ___________________________________________________________________
 AF8103* NAD 83(1986)-  45 27 48.     (N)    095 54 43.     (W)     SCALED    
 AF8103* NAVD 88     -       337.623  (meters)    1107.68   (feet)  ADJUSTED  
 AF8103  ___________________________________________________________________
 AF8103  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AF8103  DYNAMIC HT  -         337.607 (meters)    1107.63  (feet)  COMP
 AF8103  MODELED GRAV-     980,559.0   (mgal)                       NAVD 88
 AF8103
 AF8103  VERT ORDER  -  SECOND    CLASS I
 AF8103
 AF8103.The horizontal coordinates were scaled from a topographic map and have
 AF8103.an estimated accuracy of +/- 6 seconds.
 AF8103
 AF8103.The orthometric height was determined by differential leveling
 AF8103.and adjusted by the National Geodetic Survey in July 1998..
 AF8103
 AF8103.The geoid height was determined by GEOID03.
 AF8103
 AF8103.The dynamic height is computed by dividing the NAVD 88
 AF8103.geopotential number by the normal gravity value computed on the
 AF8103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8103.degrees latitude (g = 980.6199 gals.).
 AF8103
 AF8103.The modeled gravity was interpolated from observed gravity values.
 AF8103
 AF8103;                    North         East    Units  Estimated Accuracy
 AF8103;SPC MN C     -   152,860.      670,030.      MT  (+/- 180 meters Scaled)
 AF8103
 AF8103                          SUPERSEDED SURVEY CONTROL
 AF8103
 AF8103.No superseded survey control is available for this station.
 AF8103
 AF8103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL723385(NAD 83)
 AF8103_MARKER: DV = VERTICAL CONTROL DISK
 AF8103_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8103_STAMPING: 7505 U 1990
 AF8103_MARK LOGO: MNDT  
 AF8103_PROJECTION: PROJECTING 3 CENTIMETERS
 AF8103_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8103+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8103_ROD/PIPE-DEPTH:  7.6 meters
 AF8103
 AF8103  HISTORY     - Date     Condition        Report By
 AF8103  HISTORY     - 1990     MONUMENTED       MNDT
 AF8103
 AF8103                          STATION DESCRIPTION
 AF8103
 AF8103'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8103'THE MARK IS LOCATED IN THE NE 1/4 OF SEC 15, T123N, R42W, 8.35 MI
 AF8103'(13.44 KM) SOUTH ALONG TH-59 FROM JCT TH-9 IN MORRIS, AND AT MILEPOINT
 AF8103'156.9. THE MARK IS 99.5 FT (30.3 M) WEST OF AND 1 FT (0.3 M) LOWER
 AF8103'THAN THE CENTERLINE OF TH-59, 15.0 FT (4.6 M) NORTH OF THE CENTER OF
 AF8103'AN ENTRANCE EXTENDED, AND 0.9 FT (0.3 M) EAST OF A STEEL WITNESS POST.
 AF8103'THE MARK, A STANDARD MAGNETIC MNDT VCM DISK STAMPED---7505 U 1990---,
 AF8103'IS SET ON A 3/4 INCH DIAMETER BY 25 FT (7.6 M) LONG DRIVEN ALUMINUM
 AF8103'ROD AND PROJECTS 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8105 ***********************************************************************
 AF8105  DESIGNATION -  7505 V
 AF8105  PID         -  AF8105
 AF8105  STATE/COUNTY-  MN/STEVENS
 AF8105  USGS QUAD   -  HANCOCK NW (1968)
 AF8105
 AF8105                         *CURRENT SURVEY CONTROL
 AF8105  ___________________________________________________________________
 AF8105* NAD 83(1986)-  45 26 54.     (N)    095 54 41.     (W)     SCALED    
 AF8105* NAVD 88     -       338.910  (meters)    1111.91   (feet)  ADJUSTED  
 AF8105  ___________________________________________________________________
 AF8105  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AF8105  DYNAMIC HT  -         338.893 (meters)    1111.85  (feet)  COMP
 AF8105  MODELED GRAV-     980,557.1   (mgal)                       NAVD 88
 AF8105
 AF8105  VERT ORDER  -  SECOND    CLASS I
 AF8105
 AF8105.The horizontal coordinates were scaled from a topographic map and have
 AF8105.an estimated accuracy of +/- 6 seconds.
 AF8105
 AF8105.The orthometric height was determined by differential leveling
 AF8105.and adjusted by the National Geodetic Survey in July 1998..
 AF8105
 AF8105.The geoid height was determined by GEOID03.
 AF8105
 AF8105.The dynamic height is computed by dividing the NAVD 88
 AF8105.geopotential number by the normal gravity value computed on the
 AF8105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8105.degrees latitude (g = 980.6199 gals.).
 AF8105
 AF8105.The modeled gravity was interpolated from observed gravity values.
 AF8105
 AF8105;                    North         East    Units  Estimated Accuracy
 AF8105;SPC MN C     -   151,200.      670,040.      MT  (+/- 180 meters Scaled)
 AF8105
 AF8105                          SUPERSEDED SURVEY CONTROL
 AF8105
 AF8105.No superseded survey control is available for this station.
 AF8105
 AF8105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL723368(NAD 83)
 AF8105_MARKER: DV = VERTICAL CONTROL DISK
 AF8105_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8105_STAMPING: 7505 V 1990
 AF8105_MARK LOGO: MNDT  
 AF8105_PROJECTION: RECESSED 3 CENTIMETERS
 AF8105_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8105+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8105_ROD/PIPE-DEPTH:  7.0 meters
 AF8105
 AF8105  HISTORY     - Date     Condition        Report By
 AF8105  HISTORY     - 1990     MONUMENTED       MNDT
 AF8105
 AF8105                          STATION DESCRIPTION
 AF8105
 AF8105'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8105'THE MARK IS LOCATED IN THE SW 1/4 OF SEC 23, T123N, R42W, 9.35 MI
 AF8105'(15.05 KM) SOUTH ALONG TH-59 FROM JCT TH-9 IN MORRIS, AND AT MILEPOINT
 AF8105'155.9. THE MARK IS 74.0 FT (22.6 M) EAST OF AND 4 FT (1.2 M) LOWER
 AF8105'THAN THE CENTERLINE OF TH-59, 12.4 FT (3.8 M) SOUTH OF A FENCE CORNER,
 AF8105'AND 0.8 FT (0.2 M) WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AF8105'MAGNETIC MNDT VCM DISK STAMPED---7505 V 1990---, IS SET ON A 3/4 INCH
 AF8105'DIAMETER BY 23 FT (7.0 M) LONG DRIVEN ALUMINUM ROD AND IS 0.1 FT (0.0
 AF8105'M) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8110 ***********************************************************************
 AF8110  DESIGNATION -  7505 W
 AF8110  PID         -  AF8110
 AF8110  STATE/COUNTY-  MN/STEVENS
 AF8110  USGS QUAD   -  HANCOCK NW (1968)
 AF8110
 AF8110                         *CURRENT SURVEY CONTROL
 AF8110  ___________________________________________________________________
 AF8110* NAD 83(1986)-  45 26 01.     (N)    095 54 43.     (W)     SCALED    
 AF8110* NAVD 88     -       336.957  (meters)    1105.50   (feet)  ADJUSTED  
 AF8110  ___________________________________________________________________
 AF8110  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AF8110  DYNAMIC HT  -         336.940 (meters)    1105.44  (feet)  COMP
 AF8110  MODELED GRAV-     980,555.2   (mgal)                       NAVD 88
 AF8110
 AF8110  VERT ORDER  -  SECOND    CLASS I
 AF8110
 AF8110.The horizontal coordinates were scaled from a topographic map and have
 AF8110.an estimated accuracy of +/- 6 seconds.
 AF8110
 AF8110.The orthometric height was determined by differential leveling
 AF8110.and adjusted by the National Geodetic Survey in July 1998..
 AF8110
 AF8110.The geoid height was determined by GEOID03.
 AF8110
 AF8110.The dynamic height is computed by dividing the NAVD 88
 AF8110.geopotential number by the normal gravity value computed on the
 AF8110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8110.degrees latitude (g = 980.6199 gals.).
 AF8110
 AF8110.The modeled gravity was interpolated from observed gravity values.
 AF8110
 AF8110;                    North         East    Units  Estimated Accuracy
 AF8110;SPC MN C     -   149,560.      669,960.      MT  (+/- 180 meters Scaled)
 AF8110
 AF8110                          SUPERSEDED SURVEY CONTROL
 AF8110
 AF8110.No superseded survey control is available for this station.
 AF8110
 AF8110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL722352(NAD 83)
 AF8110_MARKER: DV = VERTICAL CONTROL DISK
 AF8110_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8110_STAMPING: 7505 W 1990
 AF8110_MARK LOGO: MNDT  
 AF8110_PROJECTION: RECESSED 3 CENTIMETERS
 AF8110_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8110+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8110_ROD/PIPE-DEPTH:  6.1 meters
 AF8110
 AF8110  HISTORY     - Date     Condition        Report By
 AF8110  HISTORY     - 1990     MONUMENTED       MNDT
 AF8110
 AF8110                          STATION DESCRIPTION
 AF8110
 AF8110'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8110'THE MARK IS LOCATED IN THE SE 1/4 OF SEC 27, T123N, R42W, ON HORTON
 AF8110'TOWN HALL PROPERTY, 10.4 MI (16.7 KM) SOUTH ALONG TH-59 FROM JCT TH-9
 AF8110'IN MORRIS, AND AT MILEPOINT 151.85.  THE MARK IS 97.0 FT (29.6 M) WEST
 AF8110'OF AND 2 FT (0.6 M) LOWER THAN THE CENTERLINE OF TH-59, 10.8 FT (3.3
 AF8110'M) SOUTH OF AN ENTRANCE EXTENDED, 55.0 FT (16.8 M) SW OF A TRANSFORMER
 AF8110'POLE, 1.3 FT (0.4 M) SOUTH OF THE SE CORNER OF THE TOWN HALL, AND
 AF8110'0.1.3 FT (0.030 M) NW OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AF8110'MAGNETIC MNDT VCM DISK STAMPED---7505 W 1990---, IS SET ON A 3/4 INCH
 AF8110'DIAMETER BY 20 FT (6.1 M) LONG DRIVEN ALUMINUM ROD AND IS 0.1 FT (0.0
 AF8110'M) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8112 ***********************************************************************
 AF8112  DESIGNATION -  7505 X
 AF8112  PID         -  AF8112
 AF8112  STATE/COUNTY-  MN/STEVENS
 AF8112  USGS QUAD   -  HANCOCK NW (1968)
 AF8112
 AF8112                         *CURRENT SURVEY CONTROL
 AF8112  ___________________________________________________________________
 AF8112* NAD 83(1986)-  45 25 06.     (N)    095 54 41.     (W)     SCALED    
 AF8112* NAVD 88     -       342.775  (meters)    1124.59   (feet)  ADJUSTED  
 AF8112  ___________________________________________________________________
 AF8112  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AF8112  DYNAMIC HT  -         342.757 (meters)    1124.53  (feet)  COMP
 AF8112  MODELED GRAV-     980,553.3   (mgal)                       NAVD 88
 AF8112
 AF8112  VERT ORDER  -  SECOND    CLASS I
 AF8112
 AF8112.The horizontal coordinates were scaled from a topographic map and have
 AF8112.an estimated accuracy of +/- 6 seconds.
 AF8112
 AF8112.The orthometric height was determined by differential leveling
 AF8112.and adjusted by the National Geodetic Survey in July 1998..
 AF8112
 AF8112.The geoid height was determined by GEOID03.
 AF8112
 AF8112.The dynamic height is computed by dividing the NAVD 88
 AF8112.geopotential number by the normal gravity value computed on the
 AF8112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8112.degrees latitude (g = 980.6199 gals.).
 AF8112
 AF8112.The modeled gravity was interpolated from observed gravity values.
 AF8112
 AF8112;                    North         East    Units  Estimated Accuracy
 AF8112;SPC MN C     -   147,860.      669,970.      MT  (+/- 180 meters Scaled)
 AF8112
 AF8112                          SUPERSEDED SURVEY CONTROL
 AF8112
 AF8112.No superseded survey control is available for this station.
 AF8112
 AF8112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL722335(NAD 83)
 AF8112_MARKER: DV = VERTICAL CONTROL DISK
 AF8112_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8112_STAMPING: 7505 X 1990
 AF8112_MARK LOGO: MNDT  
 AF8112_PROJECTION: RECESSED 3 CENTIMETERS
 AF8112_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8112+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8112_ROD/PIPE-DEPTH:  9.1 meters
 AF8112
 AF8112  HISTORY     - Date     Condition        Report By
 AF8112  HISTORY     - 1990     MONUMENTED       MNDT
 AF8112
 AF8112                          STATION DESCRIPTION
 AF8112
 AF8112'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8112'THE MARK IS LOCATED IN THE SW 1/4 OF SEC 35, T123N, R42W, 11.3 MI
 AF8112'(18.2 KM) SOUTH ALONG TH-59 FROM JCT TH-9 IN MORRIS, AND AT MILEPOINT
 AF8112'153.9. THE MARK IS 73.0 FT (22.3 M) EAST OF AND 1 FT (0.3 M) LOWER
 AF8112'THAN THE CENTERLINE OF TH-59, 49.0 FT (14.9 M) SOUTH OF THE CENTER OF
 AF8112'AN ENTRANCE, 1.4 FT (0.4 M) WEST OF A FENCE LINE, AND 1.4 FT (0.4 M)
 AF8112'WEST OF A STEEL RIGHT-OF-WAY POST WITH A WITNESS SIGN.  THE MARK, A
 AF8112'STANDARD MAGNETIC MNDT VCM DISK STAMPED---7505 X 1990---, IS SET ON A
 AF8112'3/4 INCH DIAMETER BY 30 FT (9.1 M) LONG DRIVEN ALUMINUM ROD AND IS 0.1
 AF8112'FT (0.0 M) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0359 ***********************************************************************
 SJ0359  DESIGNATION -  754.71
 SJ0359  PID         -  SJ0359
 SJ0359  STATE/COUNTY-  MN/ST LOUIS
 SJ0359  USGS QUAD   -  EVELETH (1983)
 SJ0359
 SJ0359                         *CURRENT SURVEY CONTROL
 SJ0359  ___________________________________________________________________
 SJ0359* NAD 83(1986)-  47 24 12.     (N)    092 36 25.     (W)     SCALED    
 SJ0359* NAVD 88     -       413.079  (meters)    1355.24   (feet)  ADJUSTED  
 SJ0359  ___________________________________________________________________
 SJ0359  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 SJ0359  DYNAMIC HT  -         413.123 (meters)    1355.39  (feet)  COMP
 SJ0359  MODELED GRAV-     980,707.0   (mgal)                       NAVD 88
 SJ0359
 SJ0359  VERT ORDER  -  SECOND    CLASS 0
 SJ0359
 SJ0359.The horizontal coordinates were scaled from a topographic map and have
 SJ0359.an estimated accuracy of +/- 6 seconds.
 SJ0359
 SJ0359.The orthometric height was determined by differential leveling
 SJ0359.and adjusted by the National Geodetic Survey in June 1991..
 SJ0359
 SJ0359.The geoid height was determined by GEOID03.
 SJ0359
 SJ0359.The dynamic height is computed by dividing the NAVD 88
 SJ0359.geopotential number by the normal gravity value computed on the
 SJ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0359.degrees latitude (g = 980.6199 gals.).
 SJ0359
 SJ0359.The modeled gravity was interpolated from observed gravity values.
 SJ0359
 SJ0359;                    North         East    Units  Estimated Accuracy
 SJ0359;SPC MN N     -   200,550.      837,210.      MT  (+/- 180 meters Scaled)
 SJ0359
 SJ0359                          SUPERSEDED SURVEY CONTROL
 SJ0359
 SJ0359  NGVD 29 (??/??/92)  412.85   (m)         1354.5    (f) COMPUTED    2 0
 SJ0359
 SJ0359.Superseded values are not recommended for survey control.
 SJ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0359.See file dsdata.txt to determine how the superseded data were derived.
 SJ0359
 SJ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN296500(NAD 83)
 SJ0359_MARKER: DB = BENCH MARK DISK
 SJ0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SJ0359_SP_SET: BRIDGE
 SJ0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0359
 SJ0359  HISTORY     - Date     Condition        Report By
 SJ0359  HISTORY     - UNK      MONUMENTED       DMIRRR
 SJ0359  HISTORY     - 1934     GOOD             NGS
 SJ0359
 SJ0359                          STATION DESCRIPTION
 SJ0359
 SJ0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SJ0359'1.5 MI S FROM IRON JUNCTION.
 SJ0359'ON THE D.M. AND N.R.R. THE TOP OF THE NORTHWEST CORNER OF THE WEST
 SJ0359'WINGWALL OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE 62-A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0360 ***********************************************************************
 SJ0360  DESIGNATION -  758.43
 SJ0360  PID         -  SJ0360
 SJ0360  STATE/COUNTY-  MN/ST LOUIS
 SJ0360  USGS QUAD   -  EVELETH (1983)
 SJ0360
 SJ0360                         *CURRENT SURVEY CONTROL
 SJ0360  ___________________________________________________________________
 SJ0360* NAD 83(1986)-  47 24 26.     (N)    092 36 26.     (W)     SCALED    
 SJ0360* NAVD 88     -       414.214  (meters)    1358.97   (feet)  ADJUSTED  
 SJ0360  ___________________________________________________________________
 SJ0360  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 SJ0360  DYNAMIC HT  -         414.259 (meters)    1359.11  (feet)  COMP
 SJ0360  MODELED GRAV-     980,707.5   (mgal)                       NAVD 88
 SJ0360
 SJ0360  VERT ORDER  -  SECOND    CLASS 0
 SJ0360
 SJ0360.The horizontal coordinates were scaled from a topographic map and have
 SJ0360.an estimated accuracy of +/- 6 seconds.
 SJ0360
 SJ0360.The orthometric height was determined by differential leveling
 SJ0360.and adjusted by the National Geodetic Survey in June 1991..
 SJ0360
 SJ0360.The geoid height was determined by GEOID03.
 SJ0360
 SJ0360.The dynamic height is computed by dividing the NAVD 88
 SJ0360.geopotential number by the normal gravity value computed on the
 SJ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0360.degrees latitude (g = 980.6199 gals.).
 SJ0360
 SJ0360.The modeled gravity was interpolated from observed gravity values.
 SJ0360
 SJ0360;                    North         East    Units  Estimated Accuracy
 SJ0360;SPC MN N     -   200,980.      837,190.      MT  (+/- 180 meters Scaled)
 SJ0360
 SJ0360                          SUPERSEDED SURVEY CONTROL
 SJ0360
 SJ0360  NGVD 29 (??/??/92)  413.98   (m)         1358.2    (f) COMPUTED    2 0
 SJ0360
 SJ0360.Superseded values are not recommended for survey control.
 SJ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0360.See file dsdata.txt to determine how the superseded data were derived.
 SJ0360
 SJ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN296504(NAD 83)
 SJ0360_MARKER: DB = BENCH MARK DISK
 SJ0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SJ0360_SP_SET: BRIDGE
 SJ0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ0360
 SJ0360  HISTORY     - Date     Condition        Report By
 SJ0360  HISTORY     - UNK      MONUMENTED       DMIRRR
 SJ0360  HISTORY     - 1934     GOOD             NGS
 SJ0360
 SJ0360                          STATION DESCRIPTION
 SJ0360
 SJ0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SJ0360'1 MI S FROM IRON JUNCTION.
 SJ0360'ON THE D.M. AND N.R.R. THE TOP OF THE WEST CORNER OF THE SOUTH
 SJ0360'ABUTMENT OF BRIDGE 63-B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5955 ***********************************************************************
 DF5955  DESIGNATION -  76
 DF5955  PID         -  DF5955
 DF5955  STATE/COUNTY-  MN/PINE
 DF5955  USGS QUAD   -  BRUNO (1981)
 DF5955
 DF5955                         *CURRENT SURVEY CONTROL
 DF5955  ___________________________________________________________________
 DF5955* NAD 83(1996)-  46 18 09.44751(N)    092 44 36.21264(W)     ADJUSTED  
 DF5955* NAVD 88     -       347.1    (meters)    1139.     (feet)  GPS OBS   
 DF5955  ___________________________________________________________________
 DF5955  X           -    -211,280.504 (meters)                     COMP
 DF5955  Y           -  -4,409,222.934 (meters)                     COMP
 DF5955  Z           -   4,588,781.429 (meters)                     COMP
 DF5955  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 DF5955  ELLIP HEIGHT-         319.49  (meters)          (05/27/03) GPS OBS
 DF5955  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DF5955
 DF5955  HORZ ORDER  -  FIRST
 DF5955  ELLP ORDER  -  THIRD     CLASS I
 DF5955
 DF5955.The horizontal coordinates were established by GPS observations
 DF5955.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5955
 DF5955.The orthometric height was determined by GPS observations and a
 DF5955.high-resolution geoid model.
 DF5955
 DF5955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5955
 DF5955.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5955
 DF5955.The ellipsoidal height was determined by GPS observations
 DF5955.and is referenced to NAD 83.
 DF5955
 DF5955.The geoid height was determined by GEOID03.
 DF5955
 DF5955;                    North         East     Units Scale Factor Converg.
 DF5955;SPC MN C     -   245,885.336   916,052.874   MT  0.99992218   +1 05 23.5
 DF5955;UTM  15      - 5,127,704.016   519,761.114   MT  0.99960480   +0 11 07.9
 DF5955
 DF5955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5955!SPC MN C     -   0.99994992  x   0.99992218  =   0.99987210
 DF5955!UTM  15      -   0.99994992  x   0.99960480  =   0.99955474
 DF5955
 DF5955                          SUPERSEDED SURVEY CONTROL
 DF5955
 DF5955.No superseded survey control is available for this station.
 DF5955
 DF5955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1976127704(NAD 83)
 DF5955_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5955_STAMPING: NO 76
 DF5955_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5955+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5955
 DF5955  HISTORY     - Date     Condition        Report By
 DF5955  HISTORY     - 1999     MONUMENTED       MN-115
 DF5955
 DF5955                          STATION DESCRIPTION
 DF5955
 DF5955'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5955'4.7 MI (7.6 KM) SOUTH AND EAST ON CO RD 43 FROM JCT OF FAI 35 AT
 DF5955'WILLOW RIVER, 0.1 MI (0.2 KM) WEST OF STEVENS LAKE RD, 32 FT (9.8 M)
 DF5955'NORTH OF CO RD 43, 12 FT (3.7 M) WEST OF DRIVEWAY, 2 FT (0.6 M) SOUTH
 DF5955'OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0420 ***********************************************************************
 SJ0420  DESIGNATION -  76 28
 SJ0420  PID         -  SJ0420
 SJ0420  STATE/COUNTY-  MN/ST LOUIS
 SJ0420  USGS QUAD   -  EVELETH (1983)
 SJ0420
 SJ0420                         *CURRENT SURVEY CONTROL
 SJ0420  ___________________________________________________________________
 SJ0420* NAD 83(1986)-  47 25 39.     (N)    092 33 50.     (W)     SCALED    
 SJ0420* NAVD 88     -       428.259  (meters)    1405.05   (feet)  ADJUSTED  
 SJ0420  ___________________________________________________________________
 SJ0420  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 SJ0420  DYNAMIC HT  -         428.303 (meters)    1405.19  (feet)  COMP
 SJ0420  MODELED GRAV-     980,703.0   (mgal)                       NAVD 88
 SJ0420
 SJ0420  VERT ORDER  -  FIRST     CLASS II
 SJ0420
 SJ0420.The horizontal coordinates were scaled from a topographic map and have
 SJ0420.an estimated accuracy of +/- 6 seconds.
 SJ0420
 SJ0420.The orthometric height was determined by differential leveling
 SJ0420.and adjusted by the National Geodetic Survey in June 1991..
 SJ0420
 SJ0420.The geoid height was determined by GEOID03.
 SJ0420
 SJ0420.The dynamic height is computed by dividing the NAVD 88
 SJ0420.geopotential number by the normal gravity value computed on the
 SJ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0420.degrees latitude (g = 980.6199 gals.).
 SJ0420
 SJ0420.The modeled gravity was interpolated from observed gravity values.
 SJ0420
 SJ0420;                    North         East    Units  Estimated Accuracy
 SJ0420;SPC MN N     -   203,250.      840,450.      MT  (+/- 180 meters Scaled)
 SJ0420
 SJ0420                          SUPERSEDED SURVEY CONTROL
 SJ0420
 SJ0420  NGVD 29 (??/??/92)  428.031  (m)         1404.30   (f) ADJ UNCH    1 2
 SJ0420
 SJ0420.Superseded values are not recommended for survey control.
 SJ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0420.See file dsdata.txt to determine how the superseded data were derived.
 SJ0420
 SJ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN328527(NAD 83)
 SJ0420_MARKER: P = PIPE CAP
 SJ0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ0420_SP_SET: CULVERT
 SJ0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ0420
 SJ0420  HISTORY     - Date     Condition        Report By
 SJ0420  HISTORY     - UNK      MONUMENTED       MNGS
 SJ0420  HISTORY     - 1948     GOOD             NGS
 SJ0420
 SJ0420                          STATION DESCRIPTION
 SJ0420
 SJ0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SJ0420'0.75 MI E FROM RAMSHAW.
 SJ0420'ABOUT 0.75 MILE EAST ALONG THE DULUTH, MISSABE AND IRON RANGE RAILWAY
 SJ0420'FROM THE TOWER AT RAMSHAW, 50 YARDS WEST OF A SWITCH FOR A TRACK
 SJ0420'LEADING NORTHEAST TO EVELETH, ABOUT 100 YARDS WEST OF THE WEST END OF
 SJ0420'THE SIDEING AT SPRUCE, SET IN THE TOP OF THE CENTER OF THE SOUTH
 SJ0420'CONCRETE HEAD WALL OF A 40-INCH CONCRETE PIPE CULVERT, 13 FEET SOUTH
 SJ0420'OF AND ABOUT 3 FEET BELOW THE SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0826 ***********************************************************************
 SJ0826  DESIGNATION -  76 9
 SJ0826  PID         -  SJ0826
 SJ0826  STATE/COUNTY-  MN/ST LOUIS
 SJ0826  USGS QUAD   -  VIRGINIA (1985)
 SJ0826
 SJ0826                         *CURRENT SURVEY CONTROL
 SJ0826  ___________________________________________________________________
 SJ0826* NAD 83(1986)-  47 31 54.     (N)    092 37 20.     (W)     SCALED    
 SJ0826* NAVD 88     -       452.318  (meters)    1483.98   (feet)  ADJUSTED  
 SJ0826  ___________________________________________________________________
 SJ0826  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 SJ0826  DYNAMIC HT  -         452.361 (meters)    1484.12  (feet)  COMP
 SJ0826  MODELED GRAV-     980,695.1   (mgal)                       NAVD 88
 SJ0826
 SJ0826  VERT ORDER  -  SECOND    CLASS 0
 SJ0826
 SJ0826.The horizontal coordinates were scaled from a topographic map and have
 SJ0826.an estimated accuracy of +/- 6 seconds.
 SJ0826
 SJ0826.The orthometric height was determined by differential leveling
 SJ0826.and adjusted by the National Geodetic Survey in June 1991..
 SJ0826
 SJ0826.The geoid height was determined by GEOID03.
 SJ0826
 SJ0826.The dynamic height is computed by dividing the NAVD 88
 SJ0826.geopotential number by the normal gravity value computed on the
 SJ0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0826.degrees latitude (g = 980.6199 gals.).
 SJ0826
 SJ0826.The modeled gravity was interpolated from observed gravity values.
 SJ0826
 SJ0826;                    North         East    Units  Estimated Accuracy
 SJ0826;SPC MN N     -   214,810.      835,970.      MT  (+/- 180 meters Scaled)
 SJ0826
 SJ0826                          SUPERSEDED SURVEY CONTROL
 SJ0826
 SJ0826  NGVD 29 (??/??/92)  452.071  (m)         1483.17   (f) ADJ UNCH    2 0
 SJ0826
 SJ0826.Superseded values are not recommended for survey control.
 SJ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0826.See file dsdata.txt to determine how the superseded data were derived.
 SJ0826
 SJ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN284643(NAD 83)
 SJ0826_MARKER: DD = SURVEY DISK
 SJ0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ0826_SP_SET: STEP
 SJ0826_STAMPING: 76-9 1934
 SJ0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ0826
 SJ0826  HISTORY     - Date     Condition        Report By
 SJ0826  HISTORY     - 1934     MONUMENTED       MNGS
 SJ0826  HISTORY     - 1948     GOOD             NGS
 SJ0826
 SJ0826                          STATION DESCRIPTION
 SJ0826
 SJ0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SJ0826'IN MOUNTAIN IRON.
 SJ0826'AT MOUNTAIN IRON, IN THE TOP STEP AT THE NORTH ENTRANCE TO THE HIGH
 SJ0826'SCHOOL, 6 FEET EAST OF THE WEST END OF THE TOP STEP AND LEVEL WITH
 SJ0826'BOTTOM OF DOORWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE1887 ***********************************************************************
 AE1887  DESIGNATION -  76 ES
 AE1887  PID         -  AE1887
 AE1887  STATE/COUNTY-  MN/WRIGHT
 AE1887  USGS QUAD   -  WAVERLY (1981)
 AE1887
 AE1887                         *CURRENT SURVEY CONTROL
 AE1887  ___________________________________________________________________
 AE1887* NAD 83(1986)-  45 01 13.     (N)    093 54 33.     (W)     SCALED    
 AE1887* NAVD 88     -       290.264  (meters)     952.31   (feet)  ADJUSTED  
 AE1887  ___________________________________________________________________
 AE1887  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AE1887  DYNAMIC HT  -         290.242 (meters)     952.24  (feet)  COMP
 AE1887  MODELED GRAV-     980,533.8   (mgal)                       NAVD 88
 AE1887
 AE1887  VERT ORDER  -  SECOND    CLASS I
 AE1887
 AE1887.The horizontal coordinates were scaled from a topographic map and have
 AE1887.an estimated accuracy of +/- 6 seconds.
 AE1887
 AE1887.The orthometric height was determined by differential leveling
 AE1887.and adjusted by the National Geodetic Survey in December 1997..
 AE1887
 AE1887.The geoid height was determined by GEOID03.
 AE1887
 AE1887.The dynamic height is computed by dividing the NAVD 88
 AE1887.geopotential number by the normal gravity value computed on the
 AE1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1887.degrees latitude (g = 980.6199 gals.).
 AE1887
 AE1887.The modeled gravity was interpolated from observed gravity values.
 AE1887
 AE1887;                    North         East    Units  Estimated Accuracy
 AE1887;SPC MN S     -   324,480.      807,160.      MT  (+/- 180 meters Scaled)
 AE1887
 AE1887                          SUPERSEDED SURVEY CONTROL
 AE1887
 AE1887.No superseded survey control is available for this station.
 AE1887
 AE1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK283856(NAD 83)
 AE1887_MARKER: DD = SURVEY DISK
 AE1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE1887_STAMPING: 76 ES 1955
 AE1887_MARK LOGO: USGS  
 AE1887_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE1887
 AE1887  HISTORY     - Date     Condition        Report By
 AE1887  HISTORY     - 1955     MONUMENTED       USGS
 AE1887  HISTORY     - 1980     GOOD             MNDT
 AE1887
 AE1887                          STATION DESCRIPTION
 AE1887
 AE1887'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE1887'THE MARK IS LOCATED 3.1 MILES SOUTH ALONG TRUNK HIGHWAY 25 FROM ITS
 AE1887'JUNCTION WITH TRUNK HIGHWAY 12 IN MONTROSE AND IS NEAR HIGHWAY 25 MILE
 AE1887'POINT 45.3 IN THE NW 1/4 OF SECTION 24, T118N, R26W.  THE MARK IS NEAR
 AE1887'A FENCE CORNER ABOUT 400 FEET SOUTH OF COUNTY ROAD 30, 33 FEET EAST OF
 AE1887'THE CENTERLINE OF HIGHWAY 25, 8 FEET SOUTH OF A POWER POLE AND 4 FEET
 AE1887'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD USGS BENCH MARK
 AE1887'DISK STAMPED---76 ES 1955---, IS SET IN THE TOP OF A CONCRETE POST
 AE1887'THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5913 ***********************************************************************
 DF5913  DESIGNATION -  76 RC
 DF5913  PID         -  DF5913
 DF5913  STATE/COUNTY-  MN/PINE
 DF5913  USGS QUAD   -  BASS CREEK (1983)
 DF5913
 DF5913                         *CURRENT SURVEY CONTROL
 DF5913  ___________________________________________________________________
 DF5913* NAD 83(1996)-  45 50 47.68197(N)    092 50 13.19838(W)     ADJUSTED  
 DF5913* NAVD 88     -       288.8    (meters)     948.     (feet)  GPS OBS   
 DF5913  ___________________________________________________________________
 DF5913  X           -    -220,288.929 (meters)                     COMP
 DF5913  Y           -  -4,445,298.286 (meters)                     COMP
 DF5913  Z           -   4,553,572.952 (meters)                     COMP
 DF5913  LAPLACE CORR-           7.65  (seconds)                    DEFLEC99
 DF5913  ELLIP HEIGHT-         261.59  (meters)          (05/27/03) GPS OBS
 DF5913  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 DF5913
 DF5913  HORZ ORDER  -  FIRST
 DF5913  ELLP ORDER  -  THIRD     CLASS I
 DF5913
 DF5913.The horizontal coordinates were established by GPS observations
 DF5913.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5913
 DF5913.The orthometric height was determined by GPS observations and a
 DF5913.high-resolution geoid model.
 DF5913
 DF5913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5913
 DF5913.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5913
 DF5913.The ellipsoidal height was determined by GPS observations
 DF5913.and is referenced to NAD 83.
 DF5913
 DF5913.The geoid height was determined by GEOID03.
 DF5913
 DF5913;                    North         East     Units Scale Factor Converg.
 DF5913;SPC MN C     -   195,073.029   909,747.383   MT  0.99995812   +1 01 19.7
 DF5913;UTM  15      - 5,077,014.438   512,656.340   MT  0.99960197   +0 07 01.0
 DF5913
 DF5913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5913!SPC MN C     -   0.99995899  x   0.99995812  =   0.99991711
 DF5913!UTM  15      -   0.99995899  x   0.99960197  =   0.99956098
 DF5913
 DF5913                          SUPERSEDED SURVEY CONTROL
 DF5913
 DF5913.No superseded survey control is available for this station.
 DF5913
 DF5913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1265677014(NAD 83)
 DF5913_MARKER: DD = SURVEY DISK
 DF5913_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF5913_STAMPING: 76 RC 1954 947
 DF5913_MARK LOGO: USGS  
 DF5913_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5913+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2000
 DF5913
 DF5913  HISTORY     - Date     Condition        Report By
 DF5913  HISTORY     - 1954     MONUMENTED       USGS
 DF5913  HISTORY     - 20000419 GOOD             MNDT
 DF5913
 DF5913                          STATION DESCRIPTION
 DF5913
 DF5913'DESCRIBED BY MN DEPT OF TRANSP 2000 (DGH)
 DF5913'THE MARK WAS RECOVERED ABOUT 7 MI (11.3 KM) ENE OF PINE CITY AT SW
 DF5913'CORNER OF SECTION 22, 196 FT (59.7 M) NORTH OF TWP ROAD, 28 FT (8.5 M)
 DF5913'EAST OF T-RD NORTH, 2 FT (0.6 M) SE OF T-POLE, 0.5 FT (15.2 CM) SOUTH
 DF5913'OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QQ0747 ***********************************************************************
 QQ0747  DESIGNATION -  7601 A
 QQ0747  PID         -  QQ0747
 QQ0747  STATE/COUNTY-  MN/SWIFT
 QQ0747  USGS QUAD   -  APPLETON (1977)
 QQ0747
 QQ0747                         *CURRENT SURVEY CONTROL
 QQ0747  ___________________________________________________________________
 QQ0747* NAD 83(1996)-  45 12 56.92308(N)    096 04 56.48447(W)     ADJUSTED  
 QQ0747* NAVD 88     -       305.29   (+/-2cm)    1001.6    (feet)  VERTCON   
 QQ0747  ___________________________________________________________________
 QQ0747  X           -    -476,894.824 (meters)                     COMP
 QQ0747  Y           -  -4,475,459.598 (meters)                     COMP
 QQ0747  Z           -   4,504,473.761 (meters)                     COMP
 QQ0747  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 QQ0747  ELLIP HEIGHT-         279.06  (meters)          (03/16/99) GPS OBS
 QQ0747  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 QQ0747
 QQ0747  HORZ ORDER  -  SECOND
 QQ0747  VERT ORDER  -  THIRD ? (See Below)
 QQ0747  ELLP ORDER  -  FOURTH    CLASS I
 QQ0747
 QQ0747.The horizontal coordinates were established by GPS observations
 QQ0747.and adjusted by the National Geodetic Survey in March 1999..
 QQ0747
 QQ0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0747.The vertical order pertains to the NGVD 29 superseded value.
 QQ0747
 QQ0747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0747
 QQ0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 QQ0747
 QQ0747.The ellipsoidal height was determined by GPS observations
 QQ0747.and is referenced to NAD 83.
 QQ0747
 QQ0747.The geoid height was determined by GEOID03.
 QQ0747
 QQ0747;                    North         East     Units Scale Factor Converg.
 QQ0747;SPC MN S     -   348,293.601   636,448.005   MT  0.99999981   -1 27 34.5
 QQ0747;UTM  14      - 5,011,066.612   729,089.407   MT  1.00024535   +2 04 18.3
 QQ0747;UTM  15      - 5,011,547.687   257,977.586   MT  1.00032028   -2 11 19.7
 QQ0747
 QQ0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0747!SPC MN S     -   0.99995625  x   0.99999981  =   0.99995606
 QQ0747!UTM  14      -   0.99995625  x   1.00024535  =   1.00020159
 QQ0747!UTM  15      -   0.99995625  x   1.00032028  =   1.00027652
 QQ0747
 QQ0747                          SUPERSEDED SURVEY CONTROL
 QQ0747
 QQ0747  NAD 83(1996)-  45 12 56.92312(N)    096 04 56.48439(W) AD(       ) 2
 QQ0747  NAD 83(1986)-  45 12 56.92072(N)    096 04 56.47151(W) AD(       ) 2
 QQ0747  NGVD 29 (02/12/91)  305.10   (m)         1001.0    (f) LEVELING    3  
 QQ0747
 QQ0747.Superseded values are not recommended for survey control.
 QQ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0747.See file dsdata.txt to determine how the superseded data were derived.
 QQ0747
 QQ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2908911067(NAD 83)
 QQ0747_MARKER: DB = BENCH MARK DISK
 QQ0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0747_SP_SET: CONCRETE POST
 QQ0747_STAMPING: 7601 A 1960
 QQ0747_MARK LOGO: MNDT  
 QQ0747_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0747+STABILITY: SURFACE MOTION
 QQ0747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0747+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1989
 QQ0747
 QQ0747  HISTORY     - Date     Condition        Report By
 QQ0747  HISTORY     - 1960     MONUMENTED       MNDT
 QQ0747  HISTORY     - 19891004 GOOD             NGS
 QQ0747
 QQ0747                          STATION DESCRIPTION
 QQ0747
 QQ0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QQ0747'THE STATION IS LOCATED ABOUT 41.9 KM (26.05 MI) WEST-SOUTHWEST OF
 QQ0747'BENSON, 27.4 KM (17.05 MI) NORTH-NORTHEAST OF MADISON, 6.6 KM
 QQ0747'(4.10 MI) EAST OF CORRELL, AT THE JUNCTION OF STATE HIGHWAY 7 AND
 QQ0747'COUNTY ROADS 1 NORTH AND 51 SOUTH, IN THE SOUTHWEST QUADRANT OF THE
 QQ0747'INTERSECTION.  OWNERSHIP--STATE OF MINNESOTA.
 QQ0747'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7 AND COUNTY
 QQ0747'ROAD 25 IN CORRELL, GO EASTERLY ALONG STATE HIGHWAY 7 FOR 6.6 KM
 QQ0747'(4.10 MI) TO THE JUNCTION OF COUNTY ROADS 1 NORTH AND 51 SOUTH AND THE
 QQ0747'STATION IN THE SOUTHWEST QUADRANT OF THE INTERSECTION AND 1.1 KM
 QQ0747'(0.70 MI) WEST OF MILEPOST 46.
 QQ0747'THE STATION MARK IS SET 21.3 M (69.9 FT) SOUTH OF THE CENTERLINE OF
 QQ0747'STATE HIGHWAY 7, 12.0 M (39.4 FT) WEST OF THE APPROXIMATE CENTER OF
 QQ0747'COUNTY ROAD 51, 9.0 M (29.5 FT) NORTH OF THE NORTH RAIL OF THE SOO
 QQ0747'LINE RAILROAD, 6.4 M (21.0 FT) SOUTH OF A TELEPHONE JUNCTION BOX, 2.3
 QQ0747'M (7.5 FT) EAST OF A GUYED UTILITY POLE, 0.31 M (1.0 FT) NORTH OF A
 QQ0747'CARSONITE WITNESS POST AND PROJECTING 13 CM ABOVE THE SURFACE OF THE
 QQ0747'GROUND.
 QQ0747'DESCRIBED BY G.F.SMITH, TYPED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0538 ***********************************************************************
 PP0538  DESIGNATION -  760.41
 PP0538  PID         -  PP0538
 PP0538  STATE/COUNTY-  MN/WASHINGTON
 PP0538  USGS QUAD   -  ST PAUL PARK (1993)
 PP0538
 PP0538                         *CURRENT SURVEY CONTROL
 PP0538  ___________________________________________________________________
 PP0538* NAD 83(1986)-  44 51 22.     (N)    092 59 38.     (W)     SCALED    
 PP0538* NAVD 88     -       231.813  (meters)     760.54   (feet)  ADJUSTED  
 PP0538  ___________________________________________________________________
 PP0538  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 PP0538  DYNAMIC HT  -         231.806 (meters)     760.52  (feet)  COMP
 PP0538  MODELED GRAV-     980,578.2   (mgal)                       NAVD 88
 PP0538
 PP0538  VERT ORDER  -  FIRST     CLASS I
 PP0538
 PP0538.The horizontal coordinates were scaled from a topographic map and have
 PP0538.an estimated accuracy of +/- 6 seconds.
 PP0538
 PP0538.The orthometric height was determined by differential leveling
 PP0538.and adjusted by the National Geodetic Survey in June 1991..
 PP0538
 PP0538.The geoid height was determined by GEOID03.
 PP0538
 PP0538.The dynamic height is computed by dividing the NAVD 88
 PP0538.geopotential number by the normal gravity value computed on the
 PP0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0538.degrees latitude (g = 980.6199 gals.).
 PP0538
 PP0538.The modeled gravity was interpolated from observed gravity values.
 PP0538
 PP0538;                    North         East    Units  Estimated Accuracy
 PP0538;SPC MN S     -   306,730.      879,520.      MT  (+/- 180 meters Scaled)
 PP0538
 PP0538                          SUPERSEDED SURVEY CONTROL
 PP0538
 PP0538  NGVD 29 (??/??/92)  231.776  (m)          760.42   (f) ADJ UNCH    1 1
 PP0538
 PP0538.Superseded values are not recommended for survey control.
 PP0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0538.See file dsdata.txt to determine how the superseded data were derived.
 PP0538
 PP0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK004669(NAD 83)
 PP0538_MARKER: DB = BENCH MARK DISK
 PP0538_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP0538_SP_SET: RETAINING WALL
 PP0538_STAMPING: 760.41 1957
 PP0538_MARK LOGO: MNDT  
 PP0538_PROJECTION: FLUSH
 PP0538_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0538+STABILITY: SURFACE MOTION
 PP0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0538+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2001
 PP0538
 PP0538  HISTORY     - Date     Condition        Report By
 PP0538  HISTORY     - 1957     MONUMENTED       MNDT
 PP0538  HISTORY     - 1970     GOOD             NGS
 PP0538  HISTORY     - 19881215 GOOD             MNDT
 PP0538  HISTORY     - 20011031 GOOD             NGS
 PP0538
 PP0538                          STATION DESCRIPTION
 PP0538
 PP0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0538'0.7 MI SE FROM NEWPORT.
 PP0538'ABOUT 0.7 MILE SOUTHEAST ALONG U.S. HIGHWAYS 10 AND 61 FROM THE
 PP0538'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT NEWPORT,
 PP0538'210 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY WHICH LEADS TO THE
 PP0538'NEWPORT CEMETERY, 54 FEET NORTHEAST OF THE CENTER LINE OF THE
 PP0538'NORTHEAST LANES OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF
 PP0538'THE NORTHEAST CONCRETE RETAINING WALL OF AN 8-FOOT WIDE DITCH, 4 FEET
 PP0538'ABOVE THE BOTTOM OF A DITCH, 1.0 FOOT WEST OF A METAL WITNESS POST,
 PP0538'AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 1, T 27N, R
 PP0538'22W.
 PP0538
 PP0538                          STATION RECOVERY (1988)
 PP0538
 PP0538'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP0538'IN THE CITY OF ST PAUL PARK, 0.7 MILE SOUTHEAST ALONG TRUNK HIGHWAYS
 PP0538'10 AND 61 FROM THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD
 PP0538'STATION, AT THE NEWPORT CEMETERY, 54 FEET NORTHEAST OF AND ABOUT 2
 PP0538'FEET BELOW THE LEVEL OF THE CENTERLINE OF THE NORTHEAST LANES OF THE
 PP0538'HIGHWAY, AND 1.0 FOOT WEST OF A METAL WITNESS POST.  THE MARK, A
 PP0538'STANDARD MNDT BENCH MARK DISK STAMPED---760.41 1957---, IS SET IN THE
 PP0538'TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE RETAINING WALL OF
 PP0538'AN 8 FOOT WIDE DITCH AND ABOUT 4 FEET ABOVE THE BOTTOM OF THE DITCH.
 PP0538
 PP0538                          STATION RECOVERY (2001)
 PP0538
 PP0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DGA)
 PP0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1508 ***********************************************************************
 QP1508  DESIGNATION -  7606 C
 QP1508  PID         -  QP1508
 QP1508  STATE/COUNTY-  MN/SWIFT
 QP1508  USGS QUAD   -  BENSON (1968)
 QP1508
 QP1508                         *CURRENT SURVEY CONTROL
 QP1508  ___________________________________________________________________
 QP1508* NAD 83(1996)-  45 19 30.76360(N)    095 33 42.31102(W)     ADJUSTED  
 QP1508* NAVD 88     -       318.0    (meters)    1043.     (feet)  VERTCON   
 QP1508  ___________________________________________________________________
 QP1508  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 QP1508  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 QP1508
 QP1508  HORZ ORDER  -  SECOND
 QP1508
 QP1508.The horizontal coordinates were established by classical geodetic methods
 QP1508.and adjusted by the National Geodetic Survey in March 1999..
 QP1508
 QP1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP1508
 QP1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1508
 QP1508.The geoid height was determined by GEOID03.
 QP1508
 QP1508;                    North         East     Units Scale Factor Converg.
 QP1508;SPC MN S     -   359,538.499   677,563.624   MT  1.00002553   -1 05 40.8
 QP1508;UTM  15      - 5,022,270.951   299,240.781   MT  1.00009558   -1 49 20.2
 QP1508
 QP1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1508!SPC MN S     -   0.99995428  x   1.00002553  =   0.99997981
 QP1508!UTM  15      -   0.99995428  x   1.00009558  =   1.00004986
 QP1508
 QP1508                          SUPERSEDED SURVEY CONTROL
 QP1508
 QP1508  NAD 83(1996)-  45 19 30.76162(N)    095 33 42.30676(W) AD(       ) 2
 QP1508  NAD 83(1986)-  45 19 30.75852(N)    095 33 42.29902(W) AD(       ) 2
 QP1508  NAD 27      -  45 19 30.90113(N)    095 33 41.17742(W) AD(       ) 2
 QP1508  NGVD 29 (07/19/86)  317.8    (m)         1043.     (f) VERT ANG       
 QP1508
 QP1508.Superseded values are not recommended for survey control.
 QP1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1508.See file dsdata.txt to determine how the superseded data were derived.
 QP1508
 QP1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9924122271(NAD 83)
 QP1508_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QP1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP1508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1508+STABILITY: SURFACE MOTION
 QP1508
 QP1508  HISTORY     - Date     Condition        Report By
 QP1508  HISTORY     - 1960     MONUMENTED       MNDT
 QP1508  HISTORY     - 1966     GOOD             MNDT
 QP1508  HISTORY     - 1983     GOOD             MNDT
 QP1508
 QP1508                          STATION DESCRIPTION
 QP1508
 QP1508'DESCRIBED BY MN DEPT OF TRANSP 1966
 QP1508'STATION SWIFT MNHD IS LOCATED ABOUT 2.0 MILES NE OF THE TOWN OF BENSON
 QP1508'IN THE NE 1/4, SECTION 4, T121N, R39W, ON THE SOUTH R/W OF T.H. 9.
 QP1508'
 QP1508'TO REACH STATION SWIFT MNHD FROM THE JUNCTION OF T.H. 9 AND T.H. 12,
 QP1508'IN THE CENTER OF BENSON GO NORTH AND EAST ON T.H. 9 FOR 2.3 MILES TO
 QP1508'MARK ON RIGHT.
 QP1508'
 QP1508'THE STATION MARK IS A STANDARD MHD BENCH MARK DISK STAMPED
 QP1508'7606 C 1960 SET IN A 6 INCH CONCRETE MONUMENT WHICH PROJECTS
 QP1508'0.4 FOOT.  THE MARK IS 75.0 FEET SOUTH OF CENTERLINE T.H. 9, 49.0
 QP1508'FEET EAST OF CENTER OF GRAVEL ROAD, 7.0 FEET ENE OF POWER POLE,
 QP1508'AND SET NEXT TO A STEEL POST WITH A B.M. SIGN ON.
 QP1508'
 QP1508'TO REACH THE STATION MARK FROM STATION SWIFT MNHD GO EAST ON T.H. 9
 QP1508'FOR 0.25 MILES TO CROSSROAD AND MARK ON RIGHT.
 QP1508
 QP1508                          STATION RECOVERY (1983)
 QP1508
 QP1508'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (DKH)
 QP1508'THE STATION WAS RECOVERED IN GOOD CONDITION ABOUT 2 MILES NORTHEAST OF
 QP1508'THE TOWN OF BENSON, IN THE NW 1/4 OF SECTION 3, T121N, R39W, ON THE
 QP1508'SOUTH RIGHT-OF-WAY OF TRUNK HIGHWAY 9, IN THE SOUTHEAST QUADRANT OF
 QP1508'THE INTERSECTION OF TRUNK HIGHWAY 9 AND A GRAVEL ROAD.
 QP1508'
 QP1508'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK
 QP1508'HIGHWAY 12 IN THE CENTER OF BENSON, GO NORTH AND EAST ON TRUNK HIGHWAY
 QP1508'9 FOR 2.55 MILES TO A GRAVEL CROSSROAD AND THE STATION IN THE
 QP1508'SOUTHEAST QUADRANT OF THE INTERSECTION.
 QP1508'
 QP1508'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK
 QP1508'STAMPED---7606 C 1960---, IS SET IN THE TOP OF A 6 INCH ROUND PRECAST
 QP1508'CONCRETE MONUMENT THAT PROJECTS 0.4 FOOT ABOVE THE SURFACE OF THE
 QP1508'GROUND.  THE MARK IS 75 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY
 QP1508'9, 49 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 7 FEET
 QP1508'EAST-NORTHEAST OF A POWER POLE, AND NEXT TO A STEEL WITNESS POST WITH
 QP1508'A BM SIGN.
 QP1508'
 QP1508'THIS STATION IS AN AZIMUTH MARK FOR STATION SWIFT MNDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1499 ***********************************************************************
 QP1499  DESIGNATION -  7606 J
 QP1499  PID         -  QP1499
 QP1499  STATE/COUNTY-  MN/SWIFT
 QP1499  USGS QUAD   -  DE GRAFF (1968)
 QP1499
 QP1499                         *CURRENT SURVEY CONTROL
 QP1499  ___________________________________________________________________
 QP1499* NAD 83(1996)-  45 19 30.71095(N)    095 27 35.39032(W)     ADJUSTED  
 QP1499* NAVD 88     -       320.6    (meters)    1052.     (feet)  VERTCON   
 QP1499  ___________________________________________________________________
 QP1499  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 QP1499  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 QP1499
 QP1499  HORZ ORDER  -  SECOND
 QP1499
 QP1499.The horizontal coordinates were established by classical geodetic methods
 QP1499.and adjusted by the National Geodetic Survey in March 1999..
 QP1499
 QP1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP1499
 QP1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1499
 QP1499.The geoid height was determined by GEOID03.
 QP1499
 QP1499;                    North         East     Units Scale Factor Converg.
 QP1499;SPC MN S     -   359,389.192   685,553.103   MT  1.00002553   -1 01 23.6
 QP1499;UTM  15      - 5,022,020.263   307,228.126   MT  1.00005693   -1 44 59.1
 QP1499
 QP1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1499!SPC MN S     -   0.99995388  x   1.00002553  =   0.99997941
 QP1499!UTM  15      -   0.99995388  x   1.00005693  =   1.00001081
 QP1499
 QP1499                          SUPERSEDED SURVEY CONTROL
 QP1499
 QP1499  NAD 83(1986)-  45 19 30.70487(N)    095 27 35.37880(W) AD(       ) 2
 QP1499  NAD 27      -  45 19 30.84800(N)    095 27 34.26839(W) AD(       ) 2
 QP1499  NGVD 29 (07/19/86)  320.4    (m)         1051.     (f) VERT ANG       
 QP1499
 QP1499.Superseded values are not recommended for survey control.
 QP1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1499.See file dsdata.txt to determine how the superseded data were derived.
 QP1499
 QP1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0722822020(NAD 83)
 QP1499_MARKER: DD = SURVEY DISK
 QP1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1499_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QP1499
 QP1499  HISTORY     - Date     Condition        Report By
 QP1499  HISTORY     - 1966     MONUMENTED       MNDT
 QP1499
 QP1499                          STATION DESCRIPTION
 QP1499
 QP1499'DESCRIBED BY MN DEPT OF TRANSP 1966
 QP1499'STATION LARS MNHD IS LOCATED ABOUT 6.5 MILES EAST OF THE TOWN OF
 QP1499'BENSON IN THE NW CORNER SECTION 5, T121N, R38W, ON THE SOUTH R/W OF
 QP1499'T.H. 9.
 QP1499'
 QP1499'TO REACH STATION LARS MNHD FROM THE JUNCTION OF T.H. 9 AND T.H. 12 IN
 QP1499'THE CENTER OF BENSON GO NORTH AND EAST ON T.H. 9 FOR 6.65 MILES TO
 QP1499'FIELD ENTRANCE AND STATION RIGHT.
 QP1499'
 QP1499'THE STATION MARK IS A MHD BENCH MARK DISK STAMPED 7606 J 1960
 QP1499'SET IN A 6 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 0.2 FOOT
 QP1499'ABOVE THE GROUND.  THE MARKS IS 73.0 FEET SOUTH OF CENTERLINE
 QP1499'T.H. 9, 60.0 FEET EAST OF CENTERLINE BIT. ROAD, 8.0 FEET WEST
 QP1499'OF A POWER POLE, AND SET NEXT TO A STEEL WITNESS POST.
 QP1499'
 QP1499'TO REACH THE STATION MARK FROM STATION LARS MNHD GO EAST ON T.H. 9
 QP1499'FOR 0.8 MILE TO CROSSROAD AND MARK AT SE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1712 ***********************************************************************
 QP1712  HT_MOD      -  This is a Height Modernization Survey Station.
 QP1712  CBN         -  This is a Cooperative Base Network Control Station.
 QP1712  DESIGNATION -  7606 K
 QP1712  PID         -  QP1712
 QP1712  STATE/COUNTY-  MN/SWIFT
 QP1712  USGS QUAD   -  DE GRAFF (1968)
 QP1712
 QP1712                         *CURRENT SURVEY CONTROL
 QP1712  ___________________________________________________________________
 QP1712* NAD 83(1996)-  45 19 30.96234(N)    095 26 21.21661(W)     ADJUSTED  
 QP1712* NAVD 88     -       322.66   (meters)    1058.6    (feet)  GPS OBS   
 QP1712  ___________________________________________________________________
 QP1712  X           -    -425,811.908 (meters)                     COMP
 QP1712  Y           -  -4,471,938.981 (meters)                     COMP
 QP1712  Z           -   4,513,047.281 (meters)                     COMP
 QP1712  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 QP1712  ELLIP HEIGHT-         296.25  (meters)          (08/23/05) GPS OBS
 QP1712  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 QP1712
 QP1712  HORZ ORDER  -  B
 QP1712  ELLP ORDER  -  FOURTH    CLASS II
 QP1712
 QP1712.The horizontal coordinates were established by GPS observations
 QP1712.and adjusted by the National Geodetic Survey in January 1997..
 QP1712
 QP1712.The orthometric height was determined by GPS observations and a
 QP1712.high-resolution geoid model using precise GPS observation and
 QP1712.processing techniques.
 QP1712
 QP1712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1712
 QP1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1712
 QP1712.The ellipsoidal height was determined by GPS observations
 QP1712.and is referenced to NAD 83.
 QP1712
 QP1712.The geoid height was determined by GEOID03.
 QP1712
 QP1712;                    North         East     Units Scale Factor Converg.
 QP1712;SPC MN S     -   359,368.309   687,168.356   MT  1.00002554   -1 00 31.7
 QP1712;UTM  15      - 5,021,978.902   308,843.029   MT  1.00004930   -1 44 06.3
 QP1712
 QP1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1712!SPC MN S     -   0.99995356  x   1.00002554  =   0.99997909
 QP1712!UTM  15      -   0.99995356  x   1.00004930  =   1.00000285
 QP1712
 QP1712                          SUPERSEDED SURVEY CONTROL
 QP1712
 QP1712  ELLIP H (01/15/97)  296.28   (m)                       GP(       ) 4 1
 QP1712  NAD 83(1986)-  45 19 30.95922(N)    095 26 21.20517(W) AD(       ) 2
 QP1712  NGVD 29 (02/12/91)  322.39   (m)         1057.7    (f) LEVELING    3  
 QP1712
 QP1712.Superseded values are not recommended for survey control.
 QP1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1712.See file dsdata.txt to determine how the superseded data were derived.
 QP1712
 QP1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0884321979(NAD 83)
 QP1712_MARKER: DB = BENCH MARK DISK
 QP1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1712_SP_SET: CONCRETE POST
 QP1712_STAMPING: 7606 K 1960
 QP1712_MARK LOGO: MNDT  
 QP1712_PROJECTION: FLUSH
 QP1712_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1712+STABILITY: SURFACE MOTION
 QP1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1712+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 QP1712
 QP1712  HISTORY     - Date     Condition        Report By
 QP1712  HISTORY     - 1960     MONUMENTED       MNDT
 QP1712  HISTORY     - 19891004 GOOD             NGS
 QP1712  HISTORY     - 19940620 GOOD             MNDT
 QP1712  HISTORY     - 19970417 GOOD             MNDT
 QP1712  HISTORY     - 20040804 GOOD             MNDT
 QP1712
 QP1712                          STATION DESCRIPTION
 QP1712
 QP1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QP1712'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTH-NORTHWEST OF
 QP1712'MURDOCK, 6.5 KM (4.05 MI) NORTH OF DEGRAFT, 13.9 KM (8.65 MI) EAST OF
 QP1712'BENSON, 1.6 KM (1.00 MI) EAST OF COUNTY ROAD 31, 4.8 KM (3.00 MI) WEST
 QP1712'OF COUNTY ROAD 33, ON THE RIGHT-OF-WAY OF STATE HIGHWAY 9.
 QP1712'OWNERSHIP--STATE OF MINNESOTA.
 QP1712'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 12 AND STATE
 QP1712'HIGHWAY 9 EAST (13TH STREET) IN BENSON, GO EAST ALONG STATE HIGHWAY 9
 QP1712'FOR 13.8 KM (8.60 MI) TO A GRAVEL CROSSROAD AND THE STATION IN THE
 QP1712'SOUTHEAST ANGLE, 2.5 KM (1.55 MI) EAST OF MILE POST 29, AT MAILBOX
 QP1712'1216.
 QP1712'THE STATION MARK IS SET 26.8 M (87.9 FT) EAST OF THE APPROXIMATE
 QP1712'CENTER OF A GRAVEL ROAD, 22.6 M (74.1 FT) SOUTH OF THE CENTERLINE OF
 QP1712'THE HIGHWAY, 0.48 M (1.6 FT) WEST OF A CARSONITE WITNESS POST, 0.31 M
 QP1712'(1.0 FT) EAST OF A MNDT METAL WITNESS POST AND 0.61 M (2.0 FT) BELOW
 QP1712'THE LEVEL OF THE HIGHWAY.
 QP1712'DESCRIBED BY R.D.BALL
 QP1712
 QP1712                          STATION RECOVERY (1994)
 QP1712
 QP1712'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 QP1712'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QP1712'THE MARK IS LOCATED ABOUT 7-1/2 MI EAST OF THE TOWN OF BENSON IN THE
 QP1712'NW 1/4 OF SECTION 3, T121N, R38W.  TO REACH THE MARK FROM THE JCT OF
 QP1712'TH 9 AND THE EAST LIMITS OF BENSON, GO EAST ON TH 9 FOR 7.5 MI (12.1
 QP1712'KM) TO TH 9 MP 27.6 AND THE MARK ON THE RIGHT.  THE MARK, A DISK SET
 QP1712'IN A CONC MON, IS 74.5 FT (22.7 M) SOUTH OF TH 9, 87 FT (26.5 M) EAST
 QP1712'OF A TWP RD, 0.7 FT (21.3 CM) EAST OF A WIT POST, AND 1.7 WEST OF A
 QP1712'WIT POST.  RECOVERED AND DESCRIBED BY DAVID K.  HERDER, TYPED BY
 QP1712'M.P.P.
 QP1712
 QP1712                          STATION RECOVERY (1997)
 QP1712
 QP1712'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 QP1712'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 87 FT (26.5 M)
 QP1712'EAST OF 90TH AVE AND FLUSH WITH GROUND.
 QP1712
 QP1712                          STATION RECOVERY (2004)
 QP1712
 QP1712'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JBG)
 QP1712'8 MILES EAST OF BENSON, 8.2 MILES EAST ALONG TRUNK HIGHWAY 9 FROM
 QP1712'JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 12 IN BENSON, 1.0 MILES
 QP1712'EAST OF COUNTY ROAD 31, AT TRUNK HIGHWAY 9 MILEPOINT 27.6, AT TRUNK
 QP1712'HIGHWAY 9 STATION 468+46, 74.5 FEET SOUTH OF TRUNK HIGHWAY 9 (OLD
 QP1712'HIGHWAY 17), 87 FEET EAST OF 90TH AVENUE, 0.7 FEET EAST OF WITNESS
 QP1712'POST, 1.7 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1498 ***********************************************************************
 QP1498  DESIGNATION -  7606 N
 QP1498  PID         -  QP1498
 QP1498  STATE/COUNTY-  MN/SWIFT
 QP1498  USGS QUAD   -  DE GRAFF (1968)
 QP1498
 QP1498                         *CURRENT SURVEY CONTROL
 QP1498  ___________________________________________________________________
 QP1498* NAD 83(1996)-  45 19 31.49344(N)    095 23 46.29744(W)     ADJUSTED  
 QP1498* NAVD 88     -       332.0    (meters)    1089.     (feet)  VERTCON   
 QP1498  ___________________________________________________________________
 QP1498  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 QP1498  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 QP1498
 QP1498  HORZ ORDER  -  SECOND
 QP1498
 QP1498.The horizontal coordinates were established by classical geodetic methods
 QP1498.and adjusted by the National Geodetic Survey in March 1999..
 QP1498
 QP1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP1498
 QP1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1498
 QP1498.The geoid height was determined by GEOID03.
 QP1498
 QP1498;                    North         East     Units Scale Factor Converg.
 QP1498;SPC MN S     -   359,326.191   690,541.987   MT  1.00002558   -0 58 43.1
 QP1498;UTM  15      - 5,021,894.037   312,215.909   MT  1.00003359   -1 42 16.0
 QP1498
 QP1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1498!SPC MN S     -   0.99995210  x   1.00002558  =   0.99997768
 QP1498!UTM  15      -   0.99995210  x   1.00003359  =   0.99998568
 QP1498
 QP1498                          SUPERSEDED SURVEY CONTROL
 QP1498
 QP1498  NAD 83(1986)-  45 19 31.48750(N)    095 23 46.28648(W) AD(       ) 2
 QP1498  NAD 27      -  45 19 31.63049(N)    095 23 45.18309(W) AD(       ) 2
 QP1498  NGVD 29 (07/19/86)  331.8    (m)         1089.     (f) VERT ANG       
 QP1498
 QP1498.Superseded values are not recommended for survey control.
 QP1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1498.See file dsdata.txt to determine how the superseded data were derived.
 QP1498
 QP1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1221621894(NAD 83)
 QP1498_MARKER: DD = SURVEY DISK
 QP1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1498_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QP1498
 QP1498  HISTORY     - Date     Condition        Report By
 QP1498  HISTORY     - 1966     MONUMENTED       MNDT
 QP1498
 QP1498                          STATION DESCRIPTION
 QP1498
 QP1498'DESCRIBED BY MN DEPT OF TRANSP 1966
 QP1498'STATION MITTENESS MNHD IS LOCATED ABOUT 10.0 MILES EAST OF THE TOWN
 QP1498'OF BENSON, IN THE SE 1/4, SECTION 35, T122N, R38W, ON PROPERTY OWNED
 QP1498'BY GARHART MITTENESS ON A PROMINENT OPEN HILL NORTH OF T.H. 9.
 QP1498'
 QP1498'TO REACH STATION MITTENESS MNHD FROM THE JUNCTION OF T.H. 9 FOR 10.0
 QP1498'MILES TO THE ENTRANCE TO MITTENESS FARM ON RIGHT AND MARK ON LEFT.
 QP1498'
 QP1498'THE STATION MARK IS A MHD BENCH MARK STAMPED 7606 N 1960 SET IN A
 QP1498'6 INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  THE
 QP1498'MARK IS 75.0 FEET SOUTH OF THE CENTERLINE T.H. 9 AND SET NEXT TO
 QP1498'A STEEL WITNESS POST.
 QP1498'
 QP1498'TO REACH THE STATION MARK FROM STATION MITTENESS MNHD GO EAST ON
 QP1498'T.H. 9 FOR 0.45 MILE TO MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QQ0505 ***********************************************************************
 QQ0505  DESIGNATION -  7609 A
 QQ0505  PID         -  QQ0505
 QQ0505  STATE/COUNTY-  MN/SWIFT
 QQ0505  USGS QUAD   -  APPLETON (1977)
 QQ0505
 QQ0505                         *CURRENT SURVEY CONTROL
 QQ0505  ___________________________________________________________________
 QQ0505* NAD 83(1996)-  45 12 50.95681(N)    096 00 01.76704(W)     ADJUSTED  
 QQ0505* NAVD 88     -       309.297  (meters)    1014.75   (feet)  ADJUSTED  
 QQ0505  ___________________________________________________________________
 QQ0505  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 QQ0505  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 QQ0505  DYNAMIC HT  -         309.274 (meters)    1014.68  (feet)  COMP
 QQ0505  MODELED GRAV-     980,534.9   (mgal)                       NAVD 88
 QQ0505
 QQ0505  HORZ ORDER  -  SECOND
 QQ0505  VERT ORDER  -  SECOND    CLASS I
 QQ0505
 QQ0505.The horizontal coordinates were established by classical geodetic methods
 QQ0505.and adjusted by the National Geodetic Survey in March 1999..
 QQ0505
 QQ0505.The orthometric height was determined by differential leveling
 QQ0505.and adjusted by the National Geodetic Survey in July 1998..
 QQ0505
 QQ0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 QQ0505
 QQ0505.The geoid height was determined by GEOID03.
 QQ0505
 QQ0505.The dynamic height is computed by dividing the NAVD 88
 QQ0505.geopotential number by the normal gravity value computed on the
 QQ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0505.degrees latitude (g = 980.6199 gals.).
 QQ0505
 QQ0505.The modeled gravity was interpolated from observed gravity values.
 QQ0505
 QQ0505;                    North         East     Units Scale Factor Converg.
 QQ0505;SPC MN S     -   347,948.892   642,872.085   MT  0.99999945   -1 24 07.9
 QQ0505;UTM  14      - 5,011,118.298   735,524.219   MT  1.00028211   +2 07 47.5
 QQ0505;UTM  15      - 5,011,121.165   264,398.698   MT  1.00028256   -2 07 50.0
 QQ0505
 QQ0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0505!SPC MN S     -   0.99995563  x   0.99999945  =   0.99995508
 QQ0505!UTM  14      -   0.99995563  x   1.00028211  =   1.00023773
 QQ0505!UTM  15      -   0.99995563  x   1.00028256  =   1.00023818
 QQ0505
 QQ0505:                Primary Azimuth Mark                     Grid Az
 QQ0505:SPC MN S     -  EDISON                                   048 39 41.9
 QQ0505:UTM  14      -  EDISON                                   045 07 46.5
 QQ0505:UTM  15      -  EDISON                                   049 23 24.0
 QQ0505
 QQ0505|---------------------------------------------------------------------|
 QQ0505| PID    Reference Object                     Distance      Geod. Az  |
 QQ0505|                                                           dddmmss.s |
 QQ0505| QP1522 EDISON                              APPROX. 2.7 KM 0471534.0 |
 QQ0505|---------------------------------------------------------------------|
 QQ0505
 QQ0505                          SUPERSEDED SURVEY CONTROL
 QQ0505
 QQ0505  NAD 83(1996)-  45 12 50.95686(N)    096 00 01.76687(W) AD(       ) 2
 QQ0505  NAD 83(1986)-  45 12 50.95319(N)    096 00 01.75350(W) AD(       ) 2
 QQ0505  NAD 27      -  45 12 51.09107(N)    096 00 00.58182(W) AD(       ) 2
 QQ0505  NGVD 29 (07/19/86)  309.12   (m)         1014.2    (f) LEVELING    3  
 QQ0505
 QQ0505.Superseded values are not recommended for survey control.
 QQ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0505.See file dsdata.txt to determine how the superseded data were derived.
 QQ0505
 QQ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR3552411118(NAD 83)
 QQ0505_MARKER: DB = BENCH MARK DISK
 QQ0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0505_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QQ0505_STAMPING: 7609 A 1965
 QQ0505_MARK LOGO: MNDT  
 QQ0505_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QQ0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0505+STABILITY: SURFACE MOTION
 QQ0505
 QQ0505  HISTORY     - Date     Condition        Report By
 QQ0505  HISTORY     - 1966     MONUMENTED       MNDT
 QQ0505  HISTORY     - 19901001 GOOD             MNDT
 QQ0505
 QQ0505                          STATION DESCRIPTION
 QQ0505
 QQ0505'DESCRIBED BY MN DEPT OF TRANSP 1966 (NGF)
 QQ0505'THE STATION IS LOCATED ABOUT 1 MILE NE OF THE TOWN OF APPLETON
 QQ0505'IN THE SW 1/4, SECTION 12, T120N, R43W, ON THE EAST R/W OF T.H. 59.
 QQ0505'
 QQ0505'TO REACH FROM THE JUNCTION OF T.H. 59 AND T.H. 7 ON THE NW EDGE
 QQ0505'OF APPLETON, GO EAST AND NORTH ON T.H. 59 FOR 1.5 MILES TO
 QQ0505'STATION ON RIGHT.
 QQ0505'
 QQ0505'THE MARK IS A STANDARD MHD BENCH MARK DISK STAMPED 7609-A 1965 SET
 QQ0505'IN A 6 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 0.4 FOOT ABOVE
 QQ0505'THE GROUND.  THE MARK IS 64.5 FEET SE OF CENTERLINE OF T.H. 59,
 QQ0505'33.5 FEET NW OF NW RAIL OF TRACKS.  1.0 FOOT N. OF STEEL B.M.
 QQ0505'POST.
 QQ0505'
 QQ0505'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 QQ0505
 QQ0505                          STATION RECOVERY (1990)
 QQ0505
 QQ0505'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (HTS)
 QQ0505'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 12, T120N, R43W, 0.95 MI
 QQ0505'(1.53 KM) ENE ALONG TH-59 FROM ITS JUNCTION WITH TH-7 AND TH-119 IN
 QQ0505'THE NW PART OF APPLETON, AND AT TH-59 MILEPOINT 137.1. THE MARK IS
 QQ0505'89.0 FT (27.1 M) SE OF AND 2 FT (0.6 M) LOWER THAN THE CENTERLINE OF
 QQ0505'TH-59, 33.5 FT (10.2 M) NE OF THE NORTH RAIL OF THE RAILWAY, AND 0.7
 QQ0505'FT (0.2 M) NE OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QQ0505'BENCH MARK DISK STAMPED---7609 A 1990---, IS SET IN THE TOP OF A
 QQ0505'PRE-CAST CONCRETE MONUMENT AND PROJECTS 0.3 FT (0.1 M) ABOVE THE
 QQ0505'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8146 ***********************************************************************
 AF8146  DESIGNATION -  7609 AA
 AF8146  PID         -  AF8146
 AF8146  STATE/COUNTY-  MN/SWIFT
 AF8146  USGS QUAD   -  MILAN NW (1958)
 AF8146
 AF8146                         *CURRENT SURVEY CONTROL
 AF8146  ___________________________________________________________________
 AF8146* NAD 83(1986)-  45 13 28.     (N)    095 59 05.     (W)     SCALED    
 AF8146* NAVD 88     -       310.819  (meters)    1019.75   (feet)  ADJUSTED  
 AF8146  ___________________________________________________________________
 AF8146  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AF8146  DYNAMIC HT  -         310.796 (meters)    1019.67  (feet)  COMP
 AF8146  MODELED GRAV-     980,534.1   (mgal)                       NAVD 88
 AF8146
 AF8146  VERT ORDER  -  SECOND    CLASS I
 AF8146
 AF8146.The horizontal coordinates were scaled from a topographic map and have
 AF8146.an estimated accuracy of +/- 6 seconds.
 AF8146
 AF8146.The orthometric height was determined by differential leveling
 AF8146.and adjusted by the National Geodetic Survey in July 1998..
 AF8146
 AF8146.The geoid height was determined by GEOID03.
 AF8146
 AF8146.The dynamic height is computed by dividing the NAVD 88
 AF8146.geopotential number by the normal gravity value computed on the
 AF8146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8146.degrees latitude (g = 980.6199 gals.).
 AF8146
 AF8146.The modeled gravity was interpolated from observed gravity values.
 AF8146
 AF8146;                    North         East    Units  Estimated Accuracy
 AF8146;SPC MN S     -   349,060.      644,140.      MT  (+/- 180 meters Scaled)
 AF8146
 AF8146                          SUPERSEDED SURVEY CONTROL
 AF8146
 AF8146.No superseded survey control is available for this station.
 AF8146
 AF8146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL656122(NAD 83)
 AF8146_MARKER: DB = BENCH MARK DISK
 AF8146_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AF8146_SP_SET: BRIDGE ABUTMENT
 AF8146_STAMPING: 7609 AA 1972
 AF8146_MARK LOGO: MNDT  
 AF8146_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8146+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1990
 AF8146
 AF8146  HISTORY     - Date     Condition        Report By
 AF8146  HISTORY     - 1972     MONUMENTED       MNDT
 AF8146  HISTORY     - 19901001 GOOD             MNDT
 AF8146
 AF8146                          STATION DESCRIPTION
 AF8146
 AF8146'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8146'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 1, T120N, R43W, 2.15 MI
 AF8146'(3.46 KM) NE ALONG TH-59 FROM ITS JUNCTION WITH TH-7 AND TH-119 IN THE
 AF8146'NW PART OF APPLETON, AND AT TH-59 MILEPOINT 138.2. THE MARK IS 26.0 FT
 AF8146'(7.9 M) SE OF AND ABOUT LEVEL WITH THE CENTERLINE OF TH-59. THE MARK,
 AF8146'A STANDARD MNDT BENCH MARK DISK STAMPED---7609 AA 1972---, IS SET IN
 AF8146'THE ABUTMENT AT THE SE CORNER OF BRIDGE NUMBER 76002 (TH-59 OVER THE
 AF8146'POMME DE TERRE RIVER).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1521 ***********************************************************************
 QP1521  DESIGNATION -  7609 B
 QP1521  PID         -  QP1521
 QP1521  STATE/COUNTY-  MN/SWIFT
 QP1521  USGS QUAD   -  MILAN NW (1958)
 QP1521
 QP1521                         *CURRENT SURVEY CONTROL
 QP1521  ___________________________________________________________________
 QP1521* NAD 83(1996)-  45 13 50.68272(N)    095 58 27.33944(W)     ADJUSTED  
 QP1521* NAVD 88     -       310.188  (meters)    1017.68   (feet)  ADJUSTED  
 QP1521  ___________________________________________________________________
 QP1521  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 QP1521  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 QP1521  DYNAMIC HT  -         310.166 (meters)    1017.60  (feet)  COMP
 QP1521  MODELED GRAV-     980,534.4   (mgal)                       NAVD 88
 QP1521
 QP1521  HORZ ORDER  -  SECOND
 QP1521  VERT ORDER  -  SECOND    CLASS I
 QP1521
 QP1521.The horizontal coordinates were established by classical geodetic methods
 QP1521.and adjusted by the National Geodetic Survey in March 1999..
 QP1521
 QP1521.The orthometric height was determined by differential leveling
 QP1521.and adjusted by the National Geodetic Survey in July 1998..
 QP1521
 QP1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP1521
 QP1521.The geoid height was determined by GEOID03.
 QP1521
 QP1521.The dynamic height is computed by dividing the NAVD 88
 QP1521.geopotential number by the normal gravity value computed on the
 QP1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1521.degrees latitude (g = 980.6199 gals.).
 QP1521
 QP1521.The modeled gravity was interpolated from observed gravity values.
 QP1521
 QP1521;                    North         East     Units Scale Factor Converg.
 QP1521;SPC MN S     -   349,742.074   644,976.428   MT  1.00000311   -1 23 01.7
 QP1521;UTM  15      - 5,012,887.932   266,526.256   MT  1.00027028   -2 06 45.1
 QP1521;UTM  14      - 5,013,038.282   737,514.648   MT  1.00029369   +2 08 56.8
 QP1521
 QP1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1521!SPC MN S     -   0.99995550  x   1.00000311  =   0.99995861
 QP1521!UTM  15      -   0.99995550  x   1.00027028  =   1.00022576
 QP1521!UTM  14      -   0.99995550  x   1.00029369  =   1.00024917
 QP1521
 QP1521                          SUPERSEDED SURVEY CONTROL
 QP1521
 QP1521  NAD 83(1996)-  45 13 50.68282(N)    095 58 27.33921(W) AD(       ) 2
 QP1521  NAD 83(1986)-  45 13 50.67919(N)    095 58 27.32676(W) AD(       ) 2
 QP1521  NAD 27      -  45 13 50.81795(N)    095 58 26.15833(W) AD(       ) 2
 QP1521  NGVD 29 (07/19/86)  309.8    (m)         1016.     (f) VERT ANG       
 QP1521
 QP1521.Superseded values are not recommended for survey control.
 QP1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1521.See file dsdata.txt to determine how the superseded data were derived.
 QP1521
 QP1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL6652612888(NAD 83)
 QP1521_MARKER: DB = BENCH MARK DISK
 QP1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1521_SP_SET: CONCRETE MONUMENT
 QP1521_STAMPING: 7609 B 1965
 QP1521_MARK LOGO: MNDT  
 QP1521_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1521+STABILITY: SURFACE MOTION
 QP1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1521+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1990
 QP1521
 QP1521  HISTORY     - Date     Condition        Report By
 QP1521  HISTORY     - 1965     MONUMENTED       MNHD
 QP1521  HISTORY     - 1966     GOOD             MNHD
 QP1521  HISTORY     - 19901001 GOOD             MNDT
 QP1521
 QP1521                          STATION DESCRIPTION
 QP1521
 QP1521'DESCRIBED BY MN HIGHWAY DEPT 1966
 QP1521'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF APPLETON,
 QP1521'ALONG THE NORTH RIGHT-OF-WAY LINE OF U.S. HIGHWAY 59.
 QP1521'
 QP1521'THE STATION MARK IS A STANDARD MINNESOTA HIGHWAY DEPT. BENCH
 QP1521'MARK DISK STAMPED 7609-B 1965, SET FLUSH IN A CONCRETE
 QP1521'MONUMENT.  IT IS 37.6 FEET NORTH OF THE NORTH RAIL OF THE GREAT
 QP1521'NORTHERN RAILWAY, 0.6 FOOT EAST OF A METAL WITNESS POST, AT
 QP1521'STATE HIGHWAY STATION 1187 + 11.
 QP1521
 QP1521                          STATION RECOVERY (1990)
 QP1521
 QP1521'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (HTS)
 QP1521'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 6, T120N, R42W, 2.8 MI
 QP1521'(4.5 KM) NE ALONG TH-59 FROM ITS JUNCTION WITH TH-7 AND TH-119 IN THE
 QP1521'NW PART OF APPLETON, AND AT TH-59 MILEPOINT 138.85.  THE MARK IS 85.0
 QP1521'FT (25.9 M) SE OF AND 1 FT (0.3 M) LOWER THAN THE CENTERLINE OF TH-59,
 QP1521'37.5 FT (11.4 M) NW OF THE NORTH RAIL OF THE RAILWAY, AND 0.3 FT (0.1
 QP1521'M) NNE OF STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK
 QP1521'DISK STAMPED---7609 B 1965---, IS SET IN THE TOP OF A PRECAST
 QP1521'(MAGNETIC) CONCRETE POST AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8145 ***********************************************************************
 AF8145  DESIGNATION -  7609 C
 AF8145  PID         -  AF8145
 AF8145  STATE/COUNTY-  MN/SWIFT
 AF8145  USGS QUAD   -  MILAN NW (1958)
 AF8145
 AF8145                         *CURRENT SURVEY CONTROL
 AF8145  ___________________________________________________________________
 AF8145* NAD 83(1986)-  45 14 29.     (N)    095 56 59.     (W)     SCALED    
 AF8145* NAVD 88     -       311.426  (meters)    1021.74   (feet)  ADJUSTED  
 AF8145  ___________________________________________________________________
 AF8145  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AF8145  DYNAMIC HT  -         311.404 (meters)    1021.66  (feet)  COMP
 AF8145  MODELED GRAV-     980,535.6   (mgal)                       NAVD 88
 AF8145
 AF8145  VERT ORDER  -  SECOND    CLASS I
 AF8145
 AF8145.The horizontal coordinates were scaled from a topographic map and have
 AF8145.an estimated accuracy of +/- 6 seconds.
 AF8145
 AF8145.The orthometric height was determined by differential leveling
 AF8145.and adjusted by the National Geodetic Survey in July 1998..
 AF8145
 AF8145.The geoid height was determined by GEOID03.
 AF8145
 AF8145.The dynamic height is computed by dividing the NAVD 88
 AF8145.geopotential number by the normal gravity value computed on the
 AF8145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8145.degrees latitude (g = 980.6199 gals.).
 AF8145
 AF8145.The modeled gravity was interpolated from observed gravity values.
 AF8145
 AF8145;                    North         East    Units  Estimated Accuracy
 AF8145;SPC MN S     -   350,880.      646,930.      MT  (+/- 180 meters Scaled)
 AF8145
 AF8145                          SUPERSEDED SURVEY CONTROL
 AF8145
 AF8145.No superseded survey control is available for this station.
 AF8145
 AF8145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL684140(NAD 83)
 AF8145_MARKER: DB = BENCH MARK DISK
 AF8145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8145_STAMPING: 7609 C 1965
 AF8145_MARK LOGO: MNDT  
 AF8145_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8145+STABILITY: SURFACE MOTION
 AF8145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8145+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1990
 AF8145
 AF8145  HISTORY     - Date     Condition        Report By
 AF8145  HISTORY     - 1965     MONUMENTED       MNDT
 AF8145  HISTORY     - 19901001 GOOD             MNDT
 AF8145
 AF8145                          STATION DESCRIPTION
 AF8145
 AF8145'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8145'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 33, T121N, R42W, 4.4 MI
 AF8145'(7.1 KM) ENE ALONG TH-59 FROM ITS JUNCTION WITH TH-7 AND TH-119 AT
 AF8145'APPLETON, AND AT TH-59 MILEPOINT 140.45. THE MARK IS 115.5 FT (35.2 M)
 AF8145'SSE OF AND 2 FT (0.6 M) LOWER THAN THE CENTERLINE OF TH-59, 38.0 FT
 AF8145'(11.6 M) NNW OF THE NORTH RAIL OF THE RAILWAY, 130.5 FT (39.8 M) EAST
 AF8145'OF THE CENTER OF AN ENTRANCE, AND 0.5 FT (0.2 M) EAST OF STEEL WITNESS
 AF8145'POST. THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7609 C
 AF8145'1965---, IS SET IN THE TOP OF A PRECAST (MAGNETIC) CONCRETE POST AND
 AF8145'PROJECTS 0.2 FT (0.1 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8144 ***********************************************************************
 AF8144  DESIGNATION -  7609 CA
 AF8144  PID         -  AF8144
 AF8144  STATE/COUNTY-  MN/SWIFT
 AF8144  USGS QUAD   -  MILAN NW (1958)
 AF8144
 AF8144                         *CURRENT SURVEY CONTROL
 AF8144  ___________________________________________________________________
 AF8144* NAD 83(1986)-  45 14 51.     (N)    095 54 48.     (W)     SCALED    
 AF8144* NAVD 88     -       313.286  (meters)    1027.84   (feet)  ADJUSTED  
 AF8144  ___________________________________________________________________
 AF8144  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AF8144  DYNAMIC HT  -         313.264 (meters)    1027.77  (feet)  COMP
 AF8144  MODELED GRAV-     980,537.9   (mgal)                       NAVD 88
 AF8144
 AF8144  VERT ORDER  -  SECOND    CLASS I
 AF8144
 AF8144.The horizontal coordinates were scaled from a topographic map and have
 AF8144.an estimated accuracy of +/- 6 seconds.
 AF8144
 AF8144.The orthometric height was determined by differential leveling
 AF8144.and adjusted by the National Geodetic Survey in July 1998..
 AF8144
 AF8144.The geoid height was determined by GEOID03.
 AF8144
 AF8144.The dynamic height is computed by dividing the NAVD 88
 AF8144.geopotential number by the normal gravity value computed on the
 AF8144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8144.degrees latitude (g = 980.6199 gals.).
 AF8144
 AF8144.The modeled gravity was interpolated from observed gravity values.
 AF8144
 AF8144;                    North         East    Units  Estimated Accuracy
 AF8144;SPC MN S     -   351,490.      649,800.      MT  (+/- 180 meters Scaled)
 AF8144
 AF8144                          SUPERSEDED SURVEY CONTROL
 AF8144
 AF8144.No superseded survey control is available for this station.
 AF8144
 AF8144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL713145(NAD 83)
 AF8144_MARKER: DB = BENCH MARK DISK
 AF8144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8144_STAMPING: 7609 CA 1972
 AF8144_MARK LOGO: MNDT  
 AF8144_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8144+STABILITY: SURFACE MOTION
 AF8144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8144+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1990
 AF8144
 AF8144  HISTORY     - Date     Condition        Report By
 AF8144  HISTORY     - 1972     MONUMENTED       MNDT
 AF8144  HISTORY     - 19901001 GOOD             MNDT
 AF8144
 AF8144                          STATION DESCRIPTION
 AF8144
 AF8144'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8144'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 34, T121N, R42W, 2.45 MI
 AF8144'(3.94 KM) SOUTH ALONG TH-59 FROM ITS JUNCTION WITH TH-12 NORTH OF THE
 AF8144'CITY OF HOLLOWAY, AT THE SW EDGE OF TOWN, AND AT TH-59 MILEPOINT
 AF8144'142.0. THE MARK IS 161.5 FT (49.2 M) SSE OF AND LEVEL WITH THE
 AF8144'CENTERLINE OF TH-59, 99.0 FT (30.2 M) SW OF THE CENTER OF A COUNTY RD
 AF8144'9, 93.5 FT (28.5 M) ENE OF MILEPOST 142, AND 0.5 FT (0.2 M) NNW OF A
 AF8144'STEEL RIGHT-OF-WAY POST WITH A WITNESS SIGN.  THE MARK, A STANDARD
 AF8144'MNDT BENCH MARK DISK STAMPED---7609 CA 1972---, IS SET IN THE TOP OF A
 AF8144'PRECAST (MAGNETIC)CONCRETE POST AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8142 ***********************************************************************
 AF8142  DESIGNATION -  7609 E RESET
 AF8142  PID         -  AF8142
 AF8142  STATE/COUNTY-  MN/SWIFT
 AF8142  USGS QUAD   -  HANCOCK SW (1968)
 AF8142
 AF8142                         *CURRENT SURVEY CONTROL
 AF8142  ___________________________________________________________________
 AF8142* NAD 83(1986)-  45 16 07.     (N)    095 54 44.     (W)     SCALED    
 AF8142* NAVD 88     -       313.437  (meters)    1028.33   (feet)  ADJUSTED  
 AF8142  ___________________________________________________________________
 AF8142  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AF8142  DYNAMIC HT  -         313.416 (meters)    1028.27  (feet)  COMP
 AF8142  MODELED GRAV-     980,539.1   (mgal)                       NAVD 88
 AF8142
 AF8142  VERT ORDER  -  SECOND    CLASS I
 AF8142
 AF8142.The horizontal coordinates were scaled from a topographic map and have
 AF8142.an estimated accuracy of +/- 6 seconds.
 AF8142
 AF8142.The orthometric height was determined by differential leveling
 AF8142.and adjusted by the National Geodetic Survey in July 1998..
 AF8142
 AF8142.The geoid height was determined by GEOID03.
 AF8142
 AF8142.The dynamic height is computed by dividing the NAVD 88
 AF8142.geopotential number by the normal gravity value computed on the
 AF8142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8142.degrees latitude (g = 980.6199 gals.).
 AF8142
 AF8142.The modeled gravity was interpolated from observed gravity values.
 AF8142
 AF8142;                    North         East    Units  Estimated Accuracy
 AF8142;SPC MN S     -   353,830.      649,950.      MT  (+/- 180 meters Scaled)
 AF8142
 AF8142                          SUPERSEDED SURVEY CONTROL
 AF8142
 AF8142.No superseded survey control is available for this station.
 AF8142
 AF8142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL715169(NAD 83)
 AF8142_MARKER: DB = BENCH MARK DISK
 AF8142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8142_STAMPING: 7609 E RESET 1972
 AF8142_MARK LOGO: MNDT  
 AF8142_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8142+STABILITY: SURFACE MOTION
 AF8142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8142+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1990
 AF8142
 AF8142  HISTORY     - Date     Condition        Report By
 AF8142  HISTORY     - 1972     MONUMENTED       MNDT
 AF8142  HISTORY     - 19900925 GOOD             MNDT
 AF8142
 AF8142                          STATION DESCRIPTION
 AF8142
 AF8142'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8142'THE MARK IS LOCATED ABOUT 1-1/4 MILES NORTH OF THE CITY OF HOLLOWAY,
 AF8142'1.0 MI (1.6 KM) SOUTH ALONG TH- 59 FROM ITS JUNCTION WITH TH-12 NORTH
 AF8142'OF HOLLOWAY, AT TH-59 MILEPOINT 143.45, AND IN THE SW 1/4 OF SECTION
 AF8142'23, T121N, R42W.  THE MARK IS 98.0 FT (29.9 M) EAST OF AND 2 FT (0.6
 AF8142'M) LOWER THAN THE CENTERLINE OF TH-59, 133.0 FT (40.5 M) NORTH OF THE
 AF8142'CENTER OF A TOWNSHIP RD, AND 2.0 FT (0.6 M) WSW OF A STEEL WITNESS
 AF8142'POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7609 E
 AF8142'RESET 1972---, IS SET IN THE TOP OF A PRECAST (MAGNETIC) CONCRETE POST
 AF8142'AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8140 ***********************************************************************
 AF8140  DESIGNATION -  7609 F RESET
 AF8140  PID         -  AF8140
 AF8140  STATE/COUNTY-  MN/SWIFT
 AF8140  USGS QUAD   -  HANCOCK SW (1968)
 AF8140
 AF8140                         *CURRENT SURVEY CONTROL
 AF8140  ___________________________________________________________________
 AF8140* NAD 83(1986)-  45 16 57.     (N)    095 54 42.     (W)     SCALED    
 AF8140* NAVD 88     -       314.401  (meters)    1031.50   (feet)  ADJUSTED  
 AF8140  ___________________________________________________________________
 AF8140  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AF8140  DYNAMIC HT  -         314.380 (meters)    1031.43  (feet)  COMP
 AF8140  MODELED GRAV-     980,540.0   (mgal)                       NAVD 88
 AF8140
 AF8140  VERT ORDER  -  SECOND    CLASS I
 AF8140
 AF8140.The horizontal coordinates were scaled from a topographic map and have
 AF8140.an estimated accuracy of +/- 6 seconds.
 AF8140
 AF8140.The orthometric height was determined by differential leveling
 AF8140.and adjusted by the National Geodetic Survey in July 1998..
 AF8140
 AF8140.The geoid height was determined by GEOID03.
 AF8140
 AF8140.The dynamic height is computed by dividing the NAVD 88
 AF8140.geopotential number by the normal gravity value computed on the
 AF8140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8140.degrees latitude (g = 980.6199 gals.).
 AF8140
 AF8140.The modeled gravity was interpolated from observed gravity values.
 AF8140
 AF8140;                    North         East    Units  Estimated Accuracy
 AF8140;SPC MN S     -   355,380.      650,030.      MT  (+/- 180 meters Scaled)
 AF8140
 AF8140                          SUPERSEDED SURVEY CONTROL
 AF8140
 AF8140.No superseded survey control is available for this station.
 AF8140
 AF8140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL716184(NAD 83)
 AF8140_MARKER: DB = BENCH MARK DISK
 AF8140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8140_STAMPING: 7609 F RESET 1972
 AF8140_MARK LOGO: MNDT  
 AF8140_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8140+STABILITY: SURFACE MOTION
 AF8140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8140+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1990
 AF8140
 AF8140  HISTORY     - Date     Condition        Report By
 AF8140  HISTORY     - 1972     MONUMENTED       MNDT
 AF8140  HISTORY     - 19900925 GOOD             MNDT
 AF8140
 AF8140                          STATION DESCRIPTION
 AF8140
 AF8140'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8140'THE MARK IS LOCATED ABOUT 2-1/4 MILES NORTH OF THE CITY OF HOLLOWAY,
 AF8140'IN THE SE QUADRANT AT THE JUNCTION OF TH-59 AND TH-12 NORTH OF
 AF8140'HOLLOWAY, AT TH-59 MILEPOINT 144.5, AND IN THE NW 1/4 OF SECTION 23,
 AF8140'T121N, R42W.  THE MARK IS 131.5 FT (40.1 M) EAST OF AND 2 FT (0.6 M)
 AF8140'LOWER THAN THE CENTERLINE OF TH-59, 161.5 FT (49.2 M) SOUTH OF THE
 AF8140'CENTERLINE OF TH-12, AND 1.2 FT (0.4 M) WEST OF A STEEL WITNESS POST.
 AF8140'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7609 F RESET
 AF8140'1972---, IS SET IN THE TOP OF A PRECAST (MAGNETIC) CONCRETE POST AND
 AF8140'IS 0.5 FT (0.2 M) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8141 ***********************************************************************
 AF8141  DESIGNATION -  7609 G
 AF8141  PID         -  AF8141
 AF8141  STATE/COUNTY-  MN/SWIFT
 AF8141  USGS QUAD   -  HANCOCK SW (1968)
 AF8141
 AF8141                         *CURRENT SURVEY CONTROL
 AF8141  ___________________________________________________________________
 AF8141* NAD 83(1986)-  45 16 28.     (N)    095 54 43.     (W)     SCALED    
 AF8141* NAVD 88     -       314.215  (meters)    1030.89   (feet)  ADJUSTED  
 AF8141  ___________________________________________________________________
 AF8141  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AF8141  DYNAMIC HT  -         314.193 (meters)    1030.81  (feet)  COMP
 AF8141  MODELED GRAV-     980,539.5   (mgal)                       NAVD 88
 AF8141
 AF8141  VERT ORDER  -  SECOND    CLASS I
 AF8141
 AF8141.The horizontal coordinates were scaled from a topographic map and have
 AF8141.an estimated accuracy of +/- 6 seconds.
 AF8141
 AF8141.The orthometric height was determined by differential leveling
 AF8141.and adjusted by the National Geodetic Survey in July 1998..
 AF8141
 AF8141.The geoid height was determined by GEOID03.
 AF8141
 AF8141.The dynamic height is computed by dividing the NAVD 88
 AF8141.geopotential number by the normal gravity value computed on the
 AF8141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8141.degrees latitude (g = 980.6199 gals.).
 AF8141
 AF8141.The modeled gravity was interpolated from observed gravity values.
 AF8141
 AF8141;                    North         East    Units  Estimated Accuracy
 AF8141;SPC MN S     -   354,480.      649,980.      MT  (+/- 180 meters Scaled)
 AF8141
 AF8141                          SUPERSEDED SURVEY CONTROL
 AF8141
 AF8141.No superseded survey control is available for this station.
 AF8141
 AF8141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL715175(NAD 83)
 AF8141_MARKER: DB = BENCH MARK DISK
 AF8141_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8141_STAMPING: 7609 G 1990
 AF8141_MARK LOGO: MNDT  
 AF8141_PROJECTION: RECESSED 3 CENTIMETERS
 AF8141_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8141+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8141_ROD/PIPE-DEPTH:  9.0 meters
 AF8141
 AF8141  HISTORY     - Date     Condition        Report By
 AF8141  HISTORY     - 1990     MONUMENTED       MNDT
 AF8141
 AF8141                          STATION DESCRIPTION
 AF8141
 AF8141'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8141'THE MARK IS LOCATED ABOUT 1-3/4 MILES NORTH OF THE CITY OF HOLLOWAY,
 AF8141'0.6 MI (1.0 KM) SOUTH ALONG TH-59 FROM ITS JUNCTION WITH TH-12 NORTH
 AF8141'OF HOLLOWAY, AT TH-59 MILEPOINT 143.9, AND IN THE SE 1/4 OF SECTION
 AF8141'22, T121N, R42W.  THE MARK IS 100.5 FT (30.6 M) WEST OF AND 1 FT (0.3
 AF8141'M) LOWER THAN THE CENTERLINE OF TH-59, 19.5 FT (5.9 M) NORTH OF THE
 AF8141'CENTER OF A FARM ENT, 1.6 FT (0.5 M) EAST OF A CORNER FENCE POST, AND
 AF8141'2.0 FT (0.6 M) SE OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AF8141'BENCH MARK DISK STAMPED---7609 G 1990---, IS FORCED ONTO THE TOP OF A
 AF8141'3/4 INCH DIAMETER BY 29.5 FT (9.0 M) LONG DRIVEN ALUMINUM ALLOY ROD
 AF8141'AND IS 0.1 FT (0.0 M) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8147 ***********************************************************************
 AF8147  DESIGNATION -  7609 H
 AF8147  PID         -  AF8147
 AF8147  STATE/COUNTY-  MN/SWIFT
 AF8147  USGS QUAD   -  MILAN NW (1958)
 AF8147
 AF8147                         *CURRENT SURVEY CONTROL
 AF8147  ___________________________________________________________________
 AF8147* NAD 83(1986)-  45 13 06.     (N)    095 59 42.     (W)     SCALED    
 AF8147* NAVD 88     -       311.120  (meters)    1020.73   (feet)  ADJUSTED  
 AF8147  ___________________________________________________________________
 AF8147  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AF8147  DYNAMIC HT  -         311.097 (meters)    1020.66  (feet)  COMP
 AF8147  MODELED GRAV-     980,534.0   (mgal)                       NAVD 88
 AF8147
 AF8147  VERT ORDER  -  SECOND    CLASS I
 AF8147
 AF8147.The horizontal coordinates were scaled from a topographic map and have
 AF8147.an estimated accuracy of +/- 6 seconds.
 AF8147
 AF8147.The orthometric height was determined by differential leveling
 AF8147.and adjusted by the National Geodetic Survey in July 1998..
 AF8147
 AF8147.The geoid height was determined by GEOID03.
 AF8147
 AF8147.The dynamic height is computed by dividing the NAVD 88
 AF8147.geopotential number by the normal gravity value computed on the
 AF8147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8147.degrees latitude (g = 980.6199 gals.).
 AF8147
 AF8147.The modeled gravity was interpolated from observed gravity values.
 AF8147
 AF8147;                    North         East    Units  Estimated Accuracy
 AF8147;SPC MN S     -   348,400.      643,320.      MT  (+/- 180 meters Scaled)
 AF8147
 AF8147                          SUPERSEDED SURVEY CONTROL
 AF8147
 AF8147.No superseded survey control is available for this station.
 AF8147
 AF8147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL648115(NAD 83)
 AF8147_MARKER: DB = BENCH MARK DISK
 AF8147_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8147_STAMPING: 7609 H 1990
 AF8147_MARK LOGO: MNDT  
 AF8147_PROJECTION: PROJECTING 3 CENTIMETERS
 AF8147_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8147+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8147_ROD/PIPE-DEPTH:  7.6 meters
 AF8147
 AF8147  HISTORY     - Date     Condition        Report By
 AF8147  HISTORY     - 1990     MONUMENTED       MNDT
 AF8147
 AF8147                          STATION DESCRIPTION
 AF8147
 AF8147'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8147'THE MARK IS LOCATED IN THE NW 1/4 OF SECTION 12, T120N, R43W, 1.4 MI
 AF8147'(2.3 KM) EAST ALONG TH-59 FROM ITS JUNCTION WITH TH-7 AND TH-119 IN
 AF8147'THE NW PART OF APPLETON, AND AT TH-59 MILEPOINT 137.45.  THE MARK IS
 AF8147'95.5 FT (29.1 M) NW OF AND 2 FT (0.6 M) HIGHER THAN THE CENTERLINE OF
 AF8147'TH-59, 20.0 FT (6.1 M) SW OF THE CENTER OF AN ENTRANCE AND 1.9 FT (0.6
 AF8147'M) NE OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK
 AF8147'DISK STAMPED---7609 H 1990---, IS SET FASTENED TO THE TOP OF A 3/4
 AF8147'INCH DIAMETER BY 25 FT (7.6 M) LONG ALUMINUM ALLOY ROD AND PROJECTS
 AF8147'0.1 FT (0.0 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8139 ***********************************************************************
 AF8139  DESIGNATION -  7610 A
 AF8139  PID         -  AF8139
 AF8139  STATE/COUNTY-  MN/SWIFT
 AF8139  USGS QUAD   -  HANCOCK SW (1968)
 AF8139
 AF8139                         *CURRENT SURVEY CONTROL
 AF8139  ___________________________________________________________________
 AF8139* NAD 83(1986)-  45 17 06.     (N)    095 54 39.     (W)     SCALED    
 AF8139* NAVD 88     -       316.229  (meters)    1037.49   (feet)  ADJUSTED  
 AF8139  ___________________________________________________________________
 AF8139  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AF8139  DYNAMIC HT  -         316.207 (meters)    1037.42  (feet)  COMP
 AF8139  MODELED GRAV-     980,540.2   (mgal)                       NAVD 88
 AF8139
 AF8139  VERT ORDER  -  SECOND    CLASS I
 AF8139
 AF8139.The horizontal coordinates were scaled from a topographic map and have
 AF8139.an estimated accuracy of +/- 6 seconds.
 AF8139
 AF8139.The orthometric height was determined by differential leveling
 AF8139.and adjusted by the National Geodetic Survey in July 1998..
 AF8139
 AF8139.The geoid height was determined by GEOID03.
 AF8139
 AF8139.The dynamic height is computed by dividing the NAVD 88
 AF8139.geopotential number by the normal gravity value computed on the
 AF8139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8139.degrees latitude (g = 980.6199 gals.).
 AF8139
 AF8139.The modeled gravity was interpolated from observed gravity values.
 AF8139
 AF8139;                    North         East    Units  Estimated Accuracy
 AF8139;SPC MN S     -   355,650.      650,100.      MT  (+/- 180 meters Scaled)
 AF8139
 AF8139                          SUPERSEDED SURVEY CONTROL
 AF8139
 AF8139.No superseded survey control is available for this station.
 AF8139
 AF8139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL717187(NAD 83)
 AF8139_MARKER: DB = BENCH MARK DISK
 AF8139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8139_STAMPING: 7610 A 1969
 AF8139_MARK LOGO: MNDT  
 AF8139_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8139+STABILITY: SURFACE MOTION
 AF8139
 AF8139  HISTORY     - Date     Condition        Report By
 AF8139  HISTORY     - 1969     MONUMENTED       MNDT
 AF8139  HISTORY     - 19900925 GOOD             MNDT
 AF8139
 AF8139                          STATION DESCRIPTION
 AF8139
 AF8139'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8139'THE MARK IS LOCATED IN THE SE 1/4 OF SEC 14, T121N, R42W, 2-1/2 MI
 AF8139'NORTH OF THE CITY OF HOLLOWAY, 0.15 MI (0.24 KM) NORTH ALONG TH-59
 AF8139'FROM ITS JUNCTION WITH TH-12 (2 MI NORTH OF HOLLOWAY), AND AT
 AF8139'MILEPOINT 144.6. THE MARK IS 751 FT (228.9 M) NORTH OF AND 322 FT
 AF8139'(98.1 M) EAST OF THE JUNCTION OF TH-59 AND TH-12, 14 FT (4.3 M) NORTH
 AF8139'OF THE CENTER OF A FARM ENTRANCE, AND 0.5 FT (0.2 M) SW OF A STEEL
 AF8139'WITNESS POST. THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7610
 AF8139'A 1969---, IS SET IN THE TOP OF A 6 FT (1.8 M) PRECAST (MAGNETIC)
 AF8139'CONCRETE POST AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8113 ***********************************************************************
 AF8113  DESIGNATION -  7610 B
 AF8113  PID         -  AF8113
 AF8113  STATE/COUNTY-  MN/SWIFT
 AF8113  USGS QUAD   -  HANCOCK NW (1968)
 AF8113
 AF8113                         *CURRENT SURVEY CONTROL
 AF8113  ___________________________________________________________________
 AF8113* NAD 83(1986)-  45 24 44.     (N)    095 54 46.     (W)     SCALED    
 AF8113* NAVD 88     -       342.126  (meters)    1122.46   (feet)  ADJUSTED  
 AF8113  ___________________________________________________________________
 AF8113  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AF8113  DYNAMIC HT  -         342.108 (meters)    1122.40  (feet)  COMP
 AF8113  MODELED GRAV-     980,552.5   (mgal)                       NAVD 88
 AF8113
 AF8113  VERT ORDER  -  SECOND    CLASS I
 AF8113
 AF8113.The horizontal coordinates were scaled from a topographic map and have
 AF8113.an estimated accuracy of +/- 6 seconds.
 AF8113
 AF8113.The orthometric height was determined by differential leveling
 AF8113.and adjusted by the National Geodetic Survey in July 1998..
 AF8113
 AF8113.The geoid height was determined by GEOID03.
 AF8113
 AF8113.The dynamic height is computed by dividing the NAVD 88
 AF8113.geopotential number by the normal gravity value computed on the
 AF8113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8113.degrees latitude (g = 980.6199 gals.).
 AF8113
 AF8113.The modeled gravity was interpolated from observed gravity values.
 AF8113
 AF8113;                    North         East    Units  Estimated Accuracy
 AF8113;SPC MN S     -   369,790.      650,280.      MT  (+/- 180 meters Scaled)
 AF8113
 AF8113                          SUPERSEDED SURVEY CONTROL
 AF8113
 AF8113.No superseded survey control is available for this station.
 AF8113
 AF8113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL720328(NAD 83)
 AF8113_MARKER: DB = BENCH MARK DISK
 AF8113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8113_STAMPING: 7510 B 1988
 AF8113_MARK LOGO: MNDT  
 AF8113_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8113+STABILITY: SURFACE MOTION
 AF8113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8113+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1990
 AF8113
 AF8113  HISTORY     - Date     Condition        Report By
 AF8113  HISTORY     - 1988     MONUMENTED       MNDT
 AF8113  HISTORY     - 19900925 GOOD             MNDT
 AF8113
 AF8113                          STATION DESCRIPTION
 AF8113
 AF8113'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8113'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 3, T122N, R42W, 9.05 MI
 AF8113'(14.56 KM) NORTH ALONG TH-59 FROM ITS JUNCTION WITH TH-12 (2 MI NORTH
 AF8113'OF HOLLOWAY), AND AT TH-59 MILEPOINT 153.45.  THE MARK IS 125.0 FT
 AF8113'(38.1 M) WEST OF AND 3 FT (0.9 M) LOWER THAN THE CENTERLINE OF TH-59,
 AF8113'81.0 FT (24.7 M) SOUTH OF THE CENTER THE STEVENS-SWIFT COUNTY-LINE
 AF8113'TOWNSHIP RD, AND 1.5 FT (0.5 M) NE OF A STEEL RIGHT-OF-WAY POST WITH A
 AF8113'WITNESS SIGN.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AF8113'STAMPED---7610 B 1988---, IS SET IN THE TOP OF A PRECAST CONCRETE
 AF8113'MONUMENT AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8122 ***********************************************************************
 AF8122  DESIGNATION -  7610 C
 AF8122  PID         -  AF8122
 AF8122  STATE/COUNTY-  MN/SWIFT
 AF8122  USGS QUAD   -  HANCOCK SW (1968)
 AF8122
 AF8122                         *CURRENT SURVEY CONTROL
 AF8122  ___________________________________________________________________
 AF8122* NAD 83(1986)-  45 22 10.     (N)    095 54 40.     (W)     SCALED    
 AF8122* NAVD 88     -       333.808  (meters)    1095.17   (feet)  ADJUSTED  
 AF8122  ___________________________________________________________________
 AF8122  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AF8122  DYNAMIC HT  -         333.788 (meters)    1095.10  (feet)  COMP
 AF8122  MODELED GRAV-     980,547.7   (mgal)                       NAVD 88
 AF8122
 AF8122  VERT ORDER  -  SECOND    CLASS I
 AF8122
 AF8122.The horizontal coordinates were scaled from a topographic map and have
 AF8122.an estimated accuracy of +/- 6 seconds.
 AF8122
 AF8122.The orthometric height was determined by differential leveling
 AF8122.and adjusted by the National Geodetic Survey in July 1998..
 AF8122
 AF8122.The geoid height was determined by GEOID03.
 AF8122
 AF8122.The dynamic height is computed by dividing the NAVD 88
 AF8122.geopotential number by the normal gravity value computed on the
 AF8122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8122.degrees latitude (g = 980.6199 gals.).
 AF8122
 AF8122.The modeled gravity was interpolated from observed gravity values.
 AF8122
 AF8122;                    North         East    Units  Estimated Accuracy
 AF8122;SPC MN S     -   365,040.      650,300.      MT  (+/- 180 meters Scaled)
 AF8122
 AF8122                          SUPERSEDED SURVEY CONTROL
 AF8122
 AF8122.No superseded survey control is available for this station.
 AF8122
 AF8122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL720281(NAD 83)
 AF8122_MARKER: DB = BENCH MARK DISK
 AF8122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8122_STAMPING: 7610 C 1988
 AF8122_MARK LOGO: MNDT  
 AF8122_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8122+STABILITY: SURFACE MOTION
 AF8122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8122+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1990
 AF8122
 AF8122  HISTORY     - Date     Condition        Report By
 AF8122  HISTORY     - 1988     MONUMENTED       MNDT
 AF8122  HISTORY     - 19900927 GOOD             MNDT
 AF8122
 AF8122                          STATION DESCRIPTION
 AF8122
 AF8122'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8122'THE MARK IS LOCATED IN THE NW 1/4 OF SECTION 23, T122N, R42W, 6.05 MI
 AF8122'(9.74 KM) NORTH ALONG TH-59 FROM ITS JUNCTION WITH TH-12 (2 MI NORTH
 AF8122'OF HOLLOWAY), AND AT TH-59 MILEPOINT 150.45.  THE MARK IS 240 FT (73.2
 AF8122'M) EAST OF THE CENTERLINE OF TH-59, 41.0 FT (12.5 M) SOUTH OF AND 1 FT
 AF8122'(0.3 M) LOWER THAN THE CENTER OF A GRAVEL RD, 4.2 FT (1.3 M) WEST OF A
 AF8122'POWER POLE, AND 0.6 FT (0.2 M) WEST OF A STEEL WITNESS POST.  THE
 AF8122'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7610 C 1988---, IS SET
 AF8122'IN THE TOP OF A PRECAST CONCRETE MONUMENT AND PROJECTS 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8129 ***********************************************************************
 AF8129  DESIGNATION -  7610 D
 AF8129  PID         -  AF8129
 AF8129  STATE/COUNTY-  MN/SWIFT
 AF8129  USGS QUAD   -  HANCOCK SW (1968)
 AF8129
 AF8129                         *CURRENT SURVEY CONTROL
 AF8129  ___________________________________________________________________
 AF8129* NAD 83(1986)-  45 20 25.     (N)    095 54 44.     (W)     SCALED    
 AF8129* NAVD 88     -       341.493  (meters)    1120.38   (feet)  ADJUSTED  
 AF8129  ___________________________________________________________________
 AF8129  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AF8129  DYNAMIC HT  -         341.472 (meters)    1120.31  (feet)  COMP
 AF8129  MODELED GRAV-     980,544.6   (mgal)                       NAVD 88
 AF8129
 AF8129  VERT ORDER  -  SECOND    CLASS I
 AF8129
 AF8129.The horizontal coordinates were scaled from a topographic map and have
 AF8129.an estimated accuracy of +/- 6 seconds.
 AF8129
 AF8129.The orthometric height was determined by differential leveling
 AF8129.and adjusted by the National Geodetic Survey in July 1998..
 AF8129
 AF8129.The geoid height was determined by GEOID03.
 AF8129
 AF8129.The dynamic height is computed by dividing the NAVD 88
 AF8129.geopotential number by the normal gravity value computed on the
 AF8129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8129.degrees latitude (g = 980.6199 gals.).
 AF8129
 AF8129.The modeled gravity was interpolated from observed gravity values.
 AF8129
 AF8129;                    North         East    Units  Estimated Accuracy
 AF8129;SPC MN S     -   361,800.      650,130.      MT  (+/- 180 meters Scaled)
 AF8129
 AF8129                          SUPERSEDED SURVEY CONTROL
 AF8129
 AF8129.No superseded survey control is available for this station.
 AF8129
 AF8129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL718248(NAD 83)
 AF8129_MARKER: DB = BENCH MARK DISK
 AF8129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8129_STAMPING: 7610 D 1988
 AF8129_MARK LOGO: MNDT  
 AF8129_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8129+STABILITY: SURFACE MOTION
 AF8129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8129+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1990
 AF8129
 AF8129  HISTORY     - Date     Condition        Report By
 AF8129  HISTORY     - 1966     MONUMENTED       MNDT
 AF8129  HISTORY     - 19900927 GOOD             MNDT
 AF8129
 AF8129                          STATION DESCRIPTION
 AF8129
 AF8129'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8129'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 34, T122N, R42W, 4.0 MI
 AF8129'(6.4 KM) NORTH ALONG TH-59 FROM ITS JUNCTION WITH TH-12 (2 MI NORTH OF
 AF8129'HOLLOWAY), AND AT TH-59 MILEPOINT 148.6. THE MARK IS 116 FT (35.4 M)
 AF8129'WEST OF AND 3 FT (0.9 M) LOWER THAN THE CENTERLINE OF TH-59, 90.0 FT
 AF8129'(27.4 M) SOUTH OF THE CENTER OF COUNTY RD 20, 57.3 FT (17.5 M) SW OF A
 AF8129'POWER POLE, AND 0.3 FT (0.1 M) EAST OF A STEEL RIGHT-OF-WAY POST WITH
 AF8129'A WITNESS SIGN.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AF8129'STAMPED---7610 D 1988---, IS SET IN THE TOP OF A PRECAST CONCRETE
 AF8129'MONUMENT AND PROJECTS 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8118 ***********************************************************************
 AF8118  DESIGNATION -  7610 E
 AF8118  PID         -  AF8118
 AF8118  STATE/COUNTY-  MN/SWIFT
 AF8118  USGS QUAD   -  HANCOCK NW (1968)
 AF8118
 AF8118                         *CURRENT SURVEY CONTROL
 AF8118  ___________________________________________________________________
 AF8118* NAD 83(1986)-  45 23 56.     (N)    095 54 40.     (W)     SCALED    
 AF8118* NAVD 88     -       335.744  (meters)    1101.52   (feet)  ADJUSTED  
 AF8118  ___________________________________________________________________
 AF8118  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AF8118  DYNAMIC HT  -         335.725 (meters)    1101.46  (feet)  COMP
 AF8118  MODELED GRAV-     980,551.0   (mgal)                       NAVD 88
 AF8118
 AF8118  VERT ORDER  -  SECOND    CLASS I
 AF8118
 AF8118.The horizontal coordinates were scaled from a topographic map and have
 AF8118.an estimated accuracy of +/- 6 seconds.
 AF8118
 AF8118.The orthometric height was determined by differential leveling
 AF8118.and adjusted by the National Geodetic Survey in July 1998..
 AF8118
 AF8118.The geoid height was determined by GEOID03.
 AF8118
 AF8118.The dynamic height is computed by dividing the NAVD 88
 AF8118.geopotential number by the normal gravity value computed on the
 AF8118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8118.degrees latitude (g = 980.6199 gals.).
 AF8118
 AF8118.The modeled gravity was interpolated from observed gravity values.
 AF8118
 AF8118;                    North         East    Units  Estimated Accuracy
 AF8118;SPC MN S     -   368,310.      650,370.      MT  (+/- 180 meters Scaled)
 AF8118
 AF8118                          SUPERSEDED SURVEY CONTROL
 AF8118
 AF8118.No superseded survey control is available for this station.
 AF8118
 AF8118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL721313(NAD 83)
 AF8118_MARKER: DB = BENCH MARK DISK
 AF8118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8118_STAMPING: 7610 E 1990
 AF8118_MARK LOGO: MNDT  
 AF8118_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8118+STABILITY: SURFACE MOTION
 AF8118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8118+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1990
 AF8118
 AF8118  HISTORY     - Date     Condition        Report By
 AF8118  HISTORY     - 1966     MONUMENTED       MNDT
 AF8118  HISTORY     - 19900523 GOOD             MNDT
 AF8118
 AF8118                          STATION DESCRIPTION
 AF8118
 AF8118'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8118'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 2, T122N, R42W, 8.05 MI
 AF8118'(12.95 KM) NORTH ALONG TH-59 FROM ITS JUNCTION WITH TH-12 (2 MI NORTH
 AF8118'OF HOLLOWAY), AND AT TH-59 MILEPOINT 152.45.  THE MARK IS 200 FT (61.0
 AF8118'M) EAST OF THE CENTERLINE OF TH-59, 41.5 FT (12.6 M) NORTH OF AND 2 FT
 AF8118'(0.6 M) LOWER THAN THE CENTER OF A TOWNSHIP RD, AND 0.9 FT (0.3 M)
 AF8118'WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK
 AF8118'DISK STAMPED---7610 E 1990---, IS SET IN THE TOP OF A PRECAST CONCRETE
 AF8118'MONUMENT AND FLUSH WITH THE GROUND. NOTE--BENCH MARK WAS ORIGINALLY
 AF8118'SET IN 1966 WITH YEAR UNSTAMPED. WHEN IT WAS LEVELED TO IN 1990, 1990
 AF8118'WAS STAMPED IN THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8120 ***********************************************************************
 AF8120  DESIGNATION -  7610 F
 AF8120  PID         -  AF8120
 AF8120  STATE/COUNTY-  MN/SWIFT
 AF8120  USGS QUAD   -  HANCOCK NW (1968)
 AF8120
 AF8120                         *CURRENT SURVEY CONTROL
 AF8120  ___________________________________________________________________
 AF8120* NAD 83(1986)-  45 23 02.     (N)    095 54 44.     (W)     SCALED    
 AF8120* NAVD 88     -       333.346  (meters)    1093.65   (feet)  ADJUSTED  
 AF8120  ___________________________________________________________________
 AF8120  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AF8120  DYNAMIC HT  -         333.327 (meters)    1093.59  (feet)  COMP
 AF8120  MODELED GRAV-     980,549.2   (mgal)                       NAVD 88
 AF8120
 AF8120  VERT ORDER  -  SECOND    CLASS I
 AF8120
 AF8120.The horizontal coordinates were scaled from a topographic map and have
 AF8120.an estimated accuracy of +/- 6 seconds.
 AF8120
 AF8120.The orthometric height was determined by differential leveling
 AF8120.and adjusted by the National Geodetic Survey in July 1998..
 AF8120
 AF8120.The geoid height was determined by GEOID03.
 AF8120
 AF8120.The dynamic height is computed by dividing the NAVD 88
 AF8120.geopotential number by the normal gravity value computed on the
 AF8120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8120.degrees latitude (g = 980.6199 gals.).
 AF8120
 AF8120.The modeled gravity was interpolated from observed gravity values.
 AF8120
 AF8120;                    North         East    Units  Estimated Accuracy
 AF8120;SPC MN S     -   366,640.      650,250.      MT  (+/- 180 meters Scaled)
 AF8120
 AF8120                          SUPERSEDED SURVEY CONTROL
 AF8120
 AF8120.No superseded survey control is available for this station.
 AF8120
 AF8120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL720297(NAD 83)
 AF8120_MARKER: DB = BENCH MARK DISK
 AF8120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8120_STAMPING: 7610 F 1990
 AF8120_MARK LOGO: MNDT  
 AF8120_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8120+STABILITY: SURFACE MOTION
 AF8120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8120+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1990
 AF8120
 AF8120  HISTORY     - Date     Condition        Report By
 AF8120  HISTORY     - 1970     MONUMENTED       MNDT
 AF8120  HISTORY     - 19900523 GOOD             MNDT
 AF8120
 AF8120                          STATION DESCRIPTION
 AF8120
 AF8120'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8120'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 15, T122N, R42W, 7.05 MI
 AF8120'(11.35 KM) NORTH ALONG TH-59 FROM ITS JUNCTION WITH TH-12 (2 MI NORTH
 AF8120'OF HOLLOWAY), AND AT TH-59 MILEPOINT 151.45.  THE MARK IS 110.5 FT
 AF8120'(33.7 M) WEST OF AND 3 FT (0.9 M) LOWER THAN THE CENTERLINE OF TH-59,
 AF8120'93.0 FT (28.3 M) SOUTH OF THE CENTERLINE OF COUNTY RD 22, 58.8 FT
 AF8120'(17.9 M) NW OF A POWER POLE, 1.2 FT (0.4 M) NNE OF A STEEL
 AF8120'RIGHT-OF-WAY POST, AND 1.6 FT (0.5 M) NORTH OF A STEEL WITNESS POST.
 AF8120'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7610 F 1990---, IS
 AF8120'SET IN THE TOP OF A PRECAST CONCRETE MONUMENT AND 0.1 FT (0.0 M) BELOW
 AF8120'THE GROUND. NOTE--BENCH MARK WAS ORIGINALLY SET IN 1970 WITH YEAR
 AF8120'UNSTAMPED. WHEN IT WAS LEVELED TO IN 1990, 1990 WAS STAMPED IN THE
 AF8120'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8127 ***********************************************************************
 AF8127  DESIGNATION -  7610 G
 AF8127  PID         -  AF8127
 AF8127  STATE/COUNTY-  MN/SWIFT
 AF8127  USGS QUAD   -  HANCOCK SW (1968)
 AF8127
 AF8127                         *CURRENT SURVEY CONTROL
 AF8127  ___________________________________________________________________
 AF8127* NAD 83(1986)-  45 21 21.     (N)    095 54 43.     (W)     SCALED    
 AF8127* NAVD 88     -       330.180  (meters)    1083.27   (feet)  ADJUSTED  
 AF8127  ___________________________________________________________________
 AF8127  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AF8127  DYNAMIC HT  -         330.159 (meters)    1083.20  (feet)  COMP
 AF8127  MODELED GRAV-     980,546.1   (mgal)                       NAVD 88
 AF8127
 AF8127  VERT ORDER  -  SECOND    CLASS I
 AF8127
 AF8127.The horizontal coordinates were scaled from a topographic map and have
 AF8127.an estimated accuracy of +/- 6 seconds.
 AF8127
 AF8127.The orthometric height was determined by differential leveling
 AF8127.and adjusted by the National Geodetic Survey in July 1998..
 AF8127
 AF8127.The geoid height was determined by GEOID03.
 AF8127
 AF8127.The dynamic height is computed by dividing the NAVD 88
 AF8127.geopotential number by the normal gravity value computed on the
 AF8127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8127.degrees latitude (g = 980.6199 gals.).
 AF8127
 AF8127.The modeled gravity was interpolated from observed gravity values.
 AF8127
 AF8127;                    North         East    Units  Estimated Accuracy
 AF8127;SPC MN S     -   363,520.      650,190.      MT  (+/- 180 meters Scaled)
 AF8127
 AF8127                          SUPERSEDED SURVEY CONTROL
 AF8127
 AF8127.No superseded survey control is available for this station.
 AF8127
 AF8127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL719266(NAD 83)
 AF8127_MARKER: DB = BENCH MARK DISK
 AF8127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8127_STAMPING: 7610 G 1990
 AF8127_MARK LOGO: MNDT  
 AF8127_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8127+STABILITY: SURFACE MOTION
 AF8127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8127+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1990
 AF8127
 AF8127  HISTORY     - Date     Condition        Report By
 AF8127  HISTORY     - 1966     MONUMENTED       MNDT
 AF8127  HISTORY     - 19900523 GOOD             MNDT
 AF8127
 AF8127                          STATION DESCRIPTION
 AF8127
 AF8127'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8127'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 22, T122N, R42W, 5.05 MI
 AF8127'(8.13 KM) NORTH ALONG TH-59 FROM ITS JUNCTION WITH TH-12 (2 MI NORTH
 AF8127'OF HOLLOWAY), AND AT TH-59 MILEPOINT 149.55.  THE MARK IS 120 FT (36.6
 AF8127'M) WEST OF AND LEVEL WITH THE CENTERLINE OF TH-59, 91.0 FT (27.7 M)
 AF8127'NORTH OF THE CENTER OF A GRAVEL RD, 143.2 FT (43.6 M) NNW OF A POWER
 AF8127'POLE, AND 0.6 FT (0.2 M) ESE OF A STEEL WITNESS POST.  THE MARK, A
 AF8127'STANDARD MNDT BENCH MARK DISK STAMPED---7610 G 1990---, IS SET IN THE
 AF8127'TOP OF A PRECAST CONCRETE MONUMENT AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8133 ***********************************************************************
 AF8133  DESIGNATION -  7610 H
 AF8133  PID         -  AF8133
 AF8133  STATE/COUNTY-  MN/SWIFT
 AF8133  USGS QUAD   -  HANCOCK SW (1968)
 AF8133
 AF8133                         *CURRENT SURVEY CONTROL
 AF8133  ___________________________________________________________________
 AF8133* NAD 83(1986)-  45 19 32.     (N)    095 54 43.     (W)     SCALED    
 AF8133* NAVD 88     -       331.019  (meters)    1086.02   (feet)  ADJUSTED  
 AF8133  ___________________________________________________________________
 AF8133  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AF8133  DYNAMIC HT  -         330.998 (meters)    1085.95  (feet)  COMP
 AF8133  MODELED GRAV-     980,543.5   (mgal)                       NAVD 88
 AF8133
 AF8133  VERT ORDER  -  SECOND    CLASS I
 AF8133
 AF8133.The horizontal coordinates were scaled from a topographic map and have
 AF8133.an estimated accuracy of +/- 6 seconds.
 AF8133
 AF8133.The orthometric height was determined by differential leveling
 AF8133.and adjusted by the National Geodetic Survey in July 1998..
 AF8133
 AF8133.The geoid height was determined by GEOID03.
 AF8133
 AF8133.The dynamic height is computed by dividing the NAVD 88
 AF8133.geopotential number by the normal gravity value computed on the
 AF8133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8133.degrees latitude (g = 980.6199 gals.).
 AF8133
 AF8133.The modeled gravity was interpolated from observed gravity values.
 AF8133
 AF8133;                    North         East    Units  Estimated Accuracy
 AF8133;SPC MN S     -   360,160.      650,120.      MT  (+/- 180 meters Scaled)
 AF8133
 AF8133                          SUPERSEDED SURVEY CONTROL
 AF8133
 AF8133.No superseded survey control is available for this station.
 AF8133
 AF8133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL717232(NAD 83)
 AF8133_MARKER: DB = BENCH MARK DISK
 AF8133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8133_STAMPING: 7610 H 1990
 AF8133_MARK LOGO: MNDT  
 AF8133_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8133+STABILITY: SURFACE MOTION
 AF8133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8133+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1990
 AF8133
 AF8133  HISTORY     - Date     Condition        Report By
 AF8133  HISTORY     - 1966     MONUMENTED       MNDT
 AF8133  HISTORY     - 19900523 GOOD             MNDT
 AF8133
 AF8133                          STATION DESCRIPTION
 AF8133
 AF8133'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8133'THE MARK IS LOCATED IN THE NE 1/4 OF SECTION 3, T121N, R42W, 3.0 MI
 AF8133'(4.8 KM) NORTH ALONG TH-59 FROM ITS JUNCTION WITH TH-12 (2 MI NORTH OF
 AF8133'HOLLOWAY), AND AT TH-59 MILEPOINT 147.45.  THE MARK IS 76 FT (23.2 M)
 AF8133'WEST OF AND 3 FT (0.9 M) LOWER THAN THE CENTERLINE OF TH-59, 30.0 FT
 AF8133'(9.1 M) SOUTH OF THE CENTER OF A TOWNSHIP RD, 2.0 FT (0.6 M) NORTH OF
 AF8133'AN UNDERGROUND CABLE MARKER POST, AND 0.5 FT (0.2 M) EAST OF A STEEL
 AF8133'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AF8133'STAMPED---7610 H 1990---, IS SET IN THE TOP OF A PRECAST CONCRETE
 AF8133'MONUMENT AND PROJECTS 0.1 FT. NOTE--BENCH MARK WAS ORIGINALLY SET IN
 AF8133'1966 WITH YEAR UNSTAMPED. WHEN IT WAS LEVELED TO IN 1990, 1990 WAS
 AF8133'STAMPED IN THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8135 ***********************************************************************
 AF8135  DESIGNATION -  7610 J
 AF8135  PID         -  AF8135
 AF8135  STATE/COUNTY-  MN/SWIFT
 AF8135  USGS QUAD   -  HANCOCK SW (1968)
 AF8135
 AF8135                         *CURRENT SURVEY CONTROL
 AF8135  ___________________________________________________________________
 AF8135* NAD 83(1986)-  45 18 41.     (N)    095 54 46.     (W)     SCALED    
 AF8135* NAVD 88     -       318.923  (meters)    1046.33   (feet)  ADJUSTED  
 AF8135  ___________________________________________________________________
 AF8135  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AF8135  DYNAMIC HT  -         318.902 (meters)    1046.26  (feet)  COMP
 AF8135  MODELED GRAV-     980,542.0   (mgal)                       NAVD 88
 AF8135
 AF8135  VERT ORDER  -  SECOND    CLASS I
 AF8135
 AF8135.The horizontal coordinates were scaled from a topographic map and have
 AF8135.an estimated accuracy of +/- 6 seconds.
 AF8135
 AF8135.The orthometric height was determined by differential leveling
 AF8135.and adjusted by the National Geodetic Survey in July 1998..
 AF8135
 AF8135.The geoid height was determined by GEOID03.
 AF8135
 AF8135.The dynamic height is computed by dividing the NAVD 88
 AF8135.geopotential number by the normal gravity value computed on the
 AF8135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8135.degrees latitude (g = 980.6199 gals.).
 AF8135
 AF8135.The modeled gravity was interpolated from observed gravity values.
 AF8135
 AF8135;                    North         East    Units  Estimated Accuracy
 AF8135;SPC MN S     -   358,590.      650,010.      MT  (+/- 180 meters Scaled)
 AF8135
 AF8135                          SUPERSEDED SURVEY CONTROL
 AF8135
 AF8135.No superseded survey control is available for this station.
 AF8135
 AF8135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL716216(NAD 83)
 AF8135_MARKER: DB = BENCH MARK DISK
 AF8135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8135_STAMPING: 7610 J 1990
 AF8135_MARK LOGO: MNDT  
 AF8135_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8135+STABILITY: SURFACE MOTION
 AF8135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8135+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1990
 AF8135
 AF8135  HISTORY     - Date     Condition        Report By
 AF8135  HISTORY     - 1966     MONUMENTED       MNDT
 AF8135  HISTORY     - 19900523 GOOD             MNDT
 AF8135
 AF8135                          STATION DESCRIPTION
 AF8135
 AF8135'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8135'THE MARK IS LOCATED IN THE NW 1/4 OF SECTION 10, T121N, R42W, 2.0 MI
 AF8135'(3.2 KM) NORTH ALONG TH-59 FROM ITS JUNCTION WITH TH-12 (2 MI NORTH OF
 AF8135'HOLLOWAY), AND AT TH-59 MILEPOINT 146.45.  THE MARK IS 78.5 FT (23.9
 AF8135'M) WEST OF AND 3 FT (0.9 M) LOWER THAN THE CENTERLINE OF TH-59, 50.5
 AF8135'FT (15.4 M) SOUTH OF THE CENTER OF COUNTY RD 56, 96.3 FT (29.4 M)
 AF8135'NORTH OF A POWER POLE, AND 0.4 FT (0.1 M) EAST OF A STEEL WITNESS
 AF8135'POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7610 J
 AF8135'1990---, IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT AND PROJECTS
 AF8135'0.2 FT. NOTE--BENCH MARK WAS ORIGINALLY SET IN 1966 WITH YEAR
 AF8135'UNSTAMPED. WHEN IT WAS LEVELED TO IN 1990, 1990 WAS STAMPED IN THE
 AF8135'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8137 ***********************************************************************
 AF8137  DESIGNATION -  7610 K
 AF8137  PID         -  AF8137
 AF8137  STATE/COUNTY-  MN/SWIFT
 AF8137  USGS QUAD   -  HANCOCK SW (1968)
 AF8137
 AF8137                         *CURRENT SURVEY CONTROL
 AF8137  ___________________________________________________________________
 AF8137* NAD 83(1986)-  45 17 52.     (N)    095 54 40.     (W)     SCALED    
 AF8137* NAVD 88     -       316.201  (meters)    1037.40   (feet)  ADJUSTED  
 AF8137  ___________________________________________________________________
 AF8137  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AF8137  DYNAMIC HT  -         316.180 (meters)    1037.33  (feet)  COMP
 AF8137  MODELED GRAV-     980,541.1   (mgal)                       NAVD 88
 AF8137
 AF8137  VERT ORDER  -  SECOND    CLASS I
 AF8137
 AF8137.The horizontal coordinates were scaled from a topographic map and have
 AF8137.an estimated accuracy of +/- 6 seconds.
 AF8137
 AF8137.The orthometric height was determined by differential leveling
 AF8137.and adjusted by the National Geodetic Survey in July 1998..
 AF8137
 AF8137.The geoid height was determined by GEOID03.
 AF8137
 AF8137.The dynamic height is computed by dividing the NAVD 88
 AF8137.geopotential number by the normal gravity value computed on the
 AF8137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8137.degrees latitude (g = 980.6199 gals.).
 AF8137
 AF8137.The modeled gravity was interpolated from observed gravity values.
 AF8137
 AF8137;                    North         East    Units  Estimated Accuracy
 AF8137;SPC MN S     -   357,070.      650,110.      MT  (+/- 180 meters Scaled)
 AF8137
 AF8137                          SUPERSEDED SURVEY CONTROL
 AF8137
 AF8137.No superseded survey control is available for this station.
 AF8137
 AF8137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL717201(NAD 83)
 AF8137_MARKER: DB = BENCH MARK DISK
 AF8137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8137_STAMPING: 7610 K 1990
 AF8137_MARK LOGO: MNDT  
 AF8137_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8137+STABILITY: SURFACE MOTION
 AF8137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8137+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1990
 AF8137
 AF8137  HISTORY     - Date     Condition        Report By
 AF8137  HISTORY     - 1966     MONUMENTED       MNDT
 AF8137  HISTORY     - 19900523 GOOD             MNDT
 AF8137
 AF8137                          STATION DESCRIPTION
 AF8137
 AF8137'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8137'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 11, T121N, R42W, 1.0 MI
 AF8137'(1.6 KM) NORTH ALONG TH-59 FROM ITS JUNCTION WITH TH-12 (2 MI NORTH OF
 AF8137'HOLLOWAY), AND AT TH-59 MILEPOINT 145.55.  THE MARK IS 73.5 FT (22.4
 AF8137'M) EAST OF AND 2 FT (0.6 M) LOWER THAN THE CENTERLINE OF TH-59, 54.0
 AF8137'FT (16.5 M) NORTH OF THE CENTER OF A TOWNSHIP RD, AND 0.5 FT (0.2 M)
 AF8137'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK
 AF8137'DISK STAMPED---7610 K 1990---, IS SET IN THE TOP OF A PRECAST CONCRETE
 AF8137'MONUMENT AND PROJECTS 0.4 FT. NOTE--BENCH MARK WAS ORIGINALLY SET IN
 AF8137'1966 WITH YEAR UNSTAMPED. WHEN IT WAS LEVELED TO IN 1990, 1990 WAS
 AF8137'STAMPED IN THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8117 ***********************************************************************
 AF8117  DESIGNATION -  7610 L
 AF8117  PID         -  AF8117
 AF8117  STATE/COUNTY-  MN/SWIFT
 AF8117  USGS QUAD   -  HANCOCK NW (1968)
 AF8117
 AF8117                         *CURRENT SURVEY CONTROL
 AF8117  ___________________________________________________________________
 AF8117* NAD 83(1986)-  45 24 22.     (N)    095 54 42.     (W)     SCALED    
 AF8117* NAVD 88     -       340.578  (meters)    1117.38   (feet)  ADJUSTED  
 AF8117  ___________________________________________________________________
 AF8117  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AF8117  DYNAMIC HT  -         340.560 (meters)    1117.32  (feet)  COMP
 AF8117  MODELED GRAV-     980,551.8   (mgal)                       NAVD 88
 AF8117
 AF8117  VERT ORDER  -  SECOND    CLASS I
 AF8117
 AF8117.The horizontal coordinates were scaled from a topographic map and have
 AF8117.an estimated accuracy of +/- 6 seconds.
 AF8117
 AF8117.The orthometric height was determined by differential leveling
 AF8117.and adjusted by the National Geodetic Survey in July 1998..
 AF8117
 AF8117.The geoid height was determined by GEOID03.
 AF8117
 AF8117.The dynamic height is computed by dividing the NAVD 88
 AF8117.geopotential number by the normal gravity value computed on the
 AF8117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8117.degrees latitude (g = 980.6199 gals.).
 AF8117
 AF8117.The modeled gravity was interpolated from observed gravity values.
 AF8117
 AF8117;                    North         East    Units  Estimated Accuracy
 AF8117;SPC MN S     -   369,110.      650,350.      MT  (+/- 180 meters Scaled)
 AF8117
 AF8117                          SUPERSEDED SURVEY CONTROL
 AF8117
 AF8117.No superseded survey control is available for this station.
 AF8117
 AF8117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL721321(NAD 83)
 AF8117_MARKER: DV = VERTICAL CONTROL DISK
 AF8117_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8117_STAMPING: 7610 L 1990
 AF8117_MARK LOGO: MNDT  
 AF8117_PROJECTION: RECESSED 5 CENTIMETERS
 AF8117_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF8117+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8117_ROD/PIPE-DEPTH:  9.1 meters
 AF8117
 AF8117  HISTORY     - Date     Condition        Report By
 AF8117  HISTORY     - 1990     MONUMENTED       MNDT
 AF8117
 AF8117                          STATION DESCRIPTION
 AF8117
 AF8117'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8117'THE MARK IS LOCATED IN THE NE 1/4 OF SEC 3, T122N, R42W, 8.6 MI (13.8
 AF8117'KM) NORTH ALONG TH-59 FROM JCT TH-12 (2 MI NORTH OF HOLLOWAY), AND AT
 AF8117'MILEPOINT 152.95.  THE MARK IS 74.0 FT (22.6 M) WEST OF AND 6 FT (1.8
 AF8117'M) LOWER THAN THE CENTERLINE OF TH-59, 1.1 FT (0.3 M) EAST OF A FENCE
 AF8117'LINE, 1.1 FT (0.3 M) EAST OF A STEEL RIGHT-OF-WAY POST, AND 1.8 FT
 AF8117'(0.5 M) SW OF A STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC
 AF8117'MNDT VCM DISK STAMPED---7610 L 1990---, IS SET ON A 3/4 INCH DIAMETER
 AF8117'BY 30 FT (9.1 M) LONG DRIVEN ALUMINUM ROD AND IS 0.2 FT (0.1 M) BELOW
 AF8117'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8119 ***********************************************************************
 AF8119  DESIGNATION -  7610 M
 AF8119  PID         -  AF8119
 AF8119  STATE/COUNTY-  MN/SWIFT
 AF8119  USGS QUAD   -  HANCOCK NW (1968)
 AF8119
 AF8119                         *CURRENT SURVEY CONTROL
 AF8119  ___________________________________________________________________
 AF8119* NAD 83(1986)-  45 23 32.     (N)    095 54 40.     (W)     SCALED    
 AF8119* NAVD 88     -       333.607  (meters)    1094.51   (feet)  ADJUSTED  
 AF8119  ___________________________________________________________________
 AF8119  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AF8119  DYNAMIC HT  -         333.588 (meters)    1094.45  (feet)  COMP
 AF8119  MODELED GRAV-     980,550.2   (mgal)                       NAVD 88
 AF8119
 AF8119  VERT ORDER  -  SECOND    CLASS I
 AF8119
 AF8119.The horizontal coordinates were scaled from a topographic map and have
 AF8119.an estimated accuracy of +/- 6 seconds.
 AF8119
 AF8119.The orthometric height was determined by differential leveling
 AF8119.and adjusted by the National Geodetic Survey in July 1998..
 AF8119
 AF8119.The geoid height was determined by GEOID03.
 AF8119
 AF8119.The dynamic height is computed by dividing the NAVD 88
 AF8119.geopotential number by the normal gravity value computed on the
 AF8119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8119.degrees latitude (g = 980.6199 gals.).
 AF8119
 AF8119.The modeled gravity was interpolated from observed gravity values.
 AF8119
 AF8119;                    North         East    Units  Estimated Accuracy
 AF8119;SPC MN S     -   367,570.      650,350.      MT  (+/- 180 meters Scaled)
 AF8119
 AF8119                          SUPERSEDED SURVEY CONTROL
 AF8119
 AF8119.No superseded survey control is available for this station.
 AF8119
 AF8119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL721306(NAD 83)
 AF8119_MARKER: DV = VERTICAL CONTROL DISK
 AF8119_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8119_STAMPING: 7610 M 1990
 AF8119_MARK LOGO: MNDT  
 AF8119_PROJECTION: RECESSED 3 CENTIMETERS
 AF8119_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8119+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8119_ROD/PIPE-DEPTH:  7.6 meters
 AF8119
 AF8119  HISTORY     - Date     Condition        Report By
 AF8119  HISTORY     - 1990     MONUMENTED       MNDT
 AF8119
 AF8119                          STATION DESCRIPTION
 AF8119
 AF8119'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8119'THE MARK IS LOCATED IN THE NE 1/4 OF SEC 3, T122N, R42W, 7.6 MI (12.2
 AF8119'KM) NORTH ALONG TH-59 FROM JCT TH-12 (2 MI NORTH OF HOLLOWAY), AND AT
 AF8119'MILEPOINT 152.0. THE MARK IS 73.5 FT (22.4 M) EAST OF AND 4 FT (1.2 M)
 AF8119'LOWER THAN THE CENTERLINE OF TH-59, 1.3 FT (0.4 M) WEST OF A FENCE
 AF8119'LINE, 2.0 FT (0.6 M) WEST OF A STEEL RIGHT-OF-WAY POST, AND 2.2 FT
 AF8119'(0.7 M) SW OF A STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC
 AF8119'MNDT VCM DISK STAMPED---7610 M 1990---, IS SET ON A 3/4 INCH DIAMETER
 AF8119'BY 30 FT (9.1 M) LONG DRIVEN ALUMINUM ROD AND IS 0.1 FT (0.0 M) BELOW
 AF8119'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8121 ***********************************************************************
 AF8121  DESIGNATION -  7610 N
 AF8121  PID         -  AF8121
 AF8121  STATE/COUNTY-  MN/SWIFT
 AF8121  USGS QUAD   -  HANCOCK NW (1968)
 AF8121
 AF8121                         *CURRENT SURVEY CONTROL
 AF8121  ___________________________________________________________________
 AF8121* NAD 83(1986)-  45 22 41.     (N)    095 54 42.     (W)     SCALED    
 AF8121* NAVD 88     -       335.647  (meters)    1101.20   (feet)  ADJUSTED  
 AF8121  ___________________________________________________________________
 AF8121  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AF8121  DYNAMIC HT  -         335.628 (meters)    1101.14  (feet)  COMP
 AF8121  MODELED GRAV-     980,548.6   (mgal)                       NAVD 88
 AF8121
 AF8121  VERT ORDER  -  SECOND    CLASS I
 AF8121
 AF8121.The horizontal coordinates were scaled from a topographic map and have
 AF8121.an estimated accuracy of +/- 6 seconds.
 AF8121
 AF8121.The orthometric height was determined by differential leveling
 AF8121.and adjusted by the National Geodetic Survey in July 1998..
 AF8121
 AF8121.The geoid height was determined by GEOID03.
 AF8121
 AF8121.The dynamic height is computed by dividing the NAVD 88
 AF8121.geopotential number by the normal gravity value computed on the
 AF8121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8121.degrees latitude (g = 980.6199 gals.).
 AF8121
 AF8121.The modeled gravity was interpolated from observed gravity values.
 AF8121
 AF8121;                    North         East    Units  Estimated Accuracy
 AF8121;SPC MN S     -   365,990.      650,270.      MT  (+/- 180 meters Scaled)
 AF8121
 AF8121                          SUPERSEDED SURVEY CONTROL
 AF8121
 AF8121.No superseded survey control is available for this station.
 AF8121
 AF8121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL720290(NAD 83)
 AF8121_MARKER: DV = VERTICAL CONTROL DISK
 AF8121_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8121_STAMPING: 7610 N 1990
 AF8121_MARK LOGO: MNDT  
 AF8121_PROJECTION: FLUSH
 AF8121_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8121+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8121_ROD/PIPE-DEPTH:  9.1 meters
 AF8121
 AF8121  HISTORY     - Date     Condition        Report By
 AF8121  HISTORY     - 1990     MONUMENTED       MNDT
 AF8121
 AF8121                          STATION DESCRIPTION
 AF8121
 AF8121'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8121'THE MARK IS LOCATED IN THE NE 1/4 OF SEC 15, T122N, R42W, 6.6 MI (10.6
 AF8121'KM) NORTH ALONG TH-59 FROM JCT TH-12 (2 MI NORTH OF HOLLOWAY), AND AT
 AF8121'MILEPOINT 151.05.  THE MARK IS 75.5 FT (23.0 M) WEST OF AND 2 FT (0.6
 AF8121'M) LOWER THAN THE CENTERLINE OF TH-59, 17.0 FT (5.2 M) NORTH OF THE
 AF8121'CENTER OF AN ENTRANCE, 1.8 FT (0.5 M) EAST OF A CORNER FENCE POST,
 AF8121'48.7 FT (14.8 M) NORTH OF A STEEL RIGHT-OF-WAY POST, AND 1.8 FT (0.5
 AF8121'M) ESE OF A STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT
 AF8121'VCM DISK STAMPED---7610 N 1990---, IS SET ON A 3/4 INCH DIAMETER BY 30
 AF8121'FT (9.1 M) LONG DRIVEN ALUMINUM ROD AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8126 ***********************************************************************
 AF8126  DESIGNATION -  7610 P
 AF8126  PID         -  AF8126
 AF8126  STATE/COUNTY-  MN/SWIFT
 AF8126  USGS QUAD   -  HANCOCK SW (1968)
 AF8126
 AF8126                         *CURRENT SURVEY CONTROL
 AF8126  ___________________________________________________________________
 AF8126* NAD 83(1986)-  45 21 43.     (N)    095 54 43.     (W)     SCALED    
 AF8126* NAVD 88     -       328.245  (meters)    1076.92   (feet)  ADJUSTED  
 AF8126  ___________________________________________________________________
 AF8126  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AF8126  DYNAMIC HT  -         328.225 (meters)    1076.85  (feet)  COMP
 AF8126  MODELED GRAV-     980,546.8   (mgal)                       NAVD 88
 AF8126
 AF8126  VERT ORDER  -  SECOND    CLASS I
 AF8126
 AF8126.The horizontal coordinates were scaled from a topographic map and have
 AF8126.an estimated accuracy of +/- 6 seconds.
 AF8126
 AF8126.The orthometric height was determined by differential leveling
 AF8126.and adjusted by the National Geodetic Survey in July 1998..
 AF8126
 AF8126.The geoid height was determined by GEOID03.
 AF8126
 AF8126.The dynamic height is computed by dividing the NAVD 88
 AF8126.geopotential number by the normal gravity value computed on the
 AF8126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8126.degrees latitude (g = 980.6199 gals.).
 AF8126
 AF8126.The modeled gravity was interpolated from observed gravity values.
 AF8126
 AF8126;                    North         East    Units  Estimated Accuracy
 AF8126;SPC MN S     -   364,200.      650,210.      MT  (+/- 180 meters Scaled)
 AF8126
 AF8126                          SUPERSEDED SURVEY CONTROL
 AF8126
 AF8126.No superseded survey control is available for this station.
 AF8126
 AF8126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL719272(NAD 83)
 AF8126_MARKER: DV = VERTICAL CONTROL DISK
 AF8126_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8126_STAMPING: 7610 P 1990
 AF8126_MARK LOGO: MNDT  
 AF8126_PROJECTION: RECESSED 5 CENTIMETERS
 AF8126_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8126+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8126_ROD/PIPE-DEPTH: 10.7 meters
 AF8126
 AF8126  HISTORY     - Date     Condition        Report By
 AF8126  HISTORY     - 1990     MONUMENTED       MNDT
 AF8126
 AF8126                          STATION DESCRIPTION
 AF8126
 AF8126'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8126'THE MARK IS LOCATED IN THE SE 1/4 OF SEC 22, T122N, R42W, 5.5 MI (8.9
 AF8126'KM) NORTH ALONG TH-59 FROM JCT TH-12 (2 MI NORTH OF HOLLOWAY), AND AT
 AF8126'MILEPOINT 149.9. THE MARK IS 94.0 FT (28.7 M) WEST OF AND 1 FT (0.3 M)
 AF8126'HIGHER THAN THE CENTERLINE OF TH-59, 25.0 FT (7.6 M) NORTH OF THE
 AF8126'CENTER OF AN ENTRANCE, 18.6 FT (5.7 M) WEST OF A STEEL RIGHT-OF-WAY
 AF8126'POST, AND 1.0 FT (0.3 M) EAST OF A STEEL WITNESS POST. THE MARK, A
 AF8126'STANDARD MAGNETIC MNDT VCM DISK STAMPED---7610 P 1990---, IS SET ON A
 AF8126'3/4 INCH DIAMETER BY 35 FT (10.7 M) LONG DRIVEN ALUMINUM ROD AND IS
 AF8126'0.2 FT (0.1 M) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8128 ***********************************************************************
 AF8128  DESIGNATION -  7610 Q
 AF8128  PID         -  AF8128
 AF8128  STATE/COUNTY-  MN/SWIFT
 AF8128  USGS QUAD   -  HANCOCK SW (1968)
 AF8128
 AF8128                         *CURRENT SURVEY CONTROL
 AF8128  ___________________________________________________________________
 AF8128* NAD 83(1986)-  45 20 53.     (N)    095 54 38.     (W)     SCALED    
 AF8128* NAVD 88     -       339.604  (meters)    1114.18   (feet)  ADJUSTED  
 AF8128  ___________________________________________________________________
 AF8128  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AF8128  DYNAMIC HT  -         339.583 (meters)    1114.12  (feet)  COMP
 AF8128  MODELED GRAV-     980,545.5   (mgal)                       NAVD 88
 AF8128
 AF8128  VERT ORDER  -  SECOND    CLASS I
 AF8128
 AF8128.The horizontal coordinates were scaled from a topographic map and have
 AF8128.an estimated accuracy of +/- 6 seconds.
 AF8128
 AF8128.The orthometric height was determined by differential leveling
 AF8128.and adjusted by the National Geodetic Survey in July 1998..
 AF8128
 AF8128.The geoid height was determined by GEOID03.
 AF8128
 AF8128.The dynamic height is computed by dividing the NAVD 88
 AF8128.geopotential number by the normal gravity value computed on the
 AF8128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8128.degrees latitude (g = 980.6199 gals.).
 AF8128
 AF8128.The modeled gravity was interpolated from observed gravity values.
 AF8128
 AF8128;                    North         East    Units  Estimated Accuracy
 AF8128;SPC MN S     -   362,660.      650,280.      MT  (+/- 180 meters Scaled)
 AF8128
 AF8128                          SUPERSEDED SURVEY CONTROL
 AF8128
 AF8128.No superseded survey control is available for this station.
 AF8128
 AF8128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL719257(NAD 83)
 AF8128_MARKER: DV = VERTICAL CONTROL DISK
 AF8128_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8128_STAMPING: 7610 Q 1990
 AF8128_MARK LOGO: MNDT  
 AF8128_PROJECTION: RECESSED 3 CENTIMETERS
 AF8128_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8128+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8128_ROD/PIPE-DEPTH:  7.6 meters
 AF8128
 AF8128  HISTORY     - Date     Condition        Report By
 AF8128  HISTORY     - 1990     MONUMENTED       MNDT
 AF8128
 AF8128                          STATION DESCRIPTION
 AF8128
 AF8128'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8128'THE MARK IS LOCATED IN THE NW 1/4 OF SEC 26, T122N, R42W, 4.55 MI
 AF8128'(7.32 KM) NORTH ALONG TH-59 FROM JCT TH-12 (2 MI NORTH OF HOLLOWAY),
 AF8128'AND AT MILEPOINT 149.0. THE MARK IS 86.5 FT (26.4 M) EAST OF AND 2 FT
 AF8128'(0.6 M) LOWER THAN THE CENTERLINE OF TH-59, 21.0 FT (6.4 M) SOUTH OF
 AF8128'THE CENTER OF AN ENTRANCE EXTENDED, AND 1.7 FT (0.5 M) WEST OF A STEEL
 AF8128'WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VCM DISK
 AF8128'STAMPED---7610 Q 1990---, IS SET ON A 3/4 INCH DIAMETER BY 25 FT (7.6
 AF8128'M) LONG DRIVEN ALUMINUM ROD AND IS 0.1 FT (0.0 M) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8134 ***********************************************************************
 AF8134  DESIGNATION -  7610 R
 AF8134  PID         -  AF8134
 AF8134  STATE/COUNTY-  MN/SWIFT
 AF8134  USGS QUAD   -  HANCOCK SW (1968)
 AF8134
 AF8134                         *CURRENT SURVEY CONTROL
 AF8134  ___________________________________________________________________
 AF8134* NAD 83(1986)-  45 18 59.     (N)    095 54 41.     (W)     SCALED    
 AF8134* NAVD 88     -       322.017  (meters)    1056.48   (feet)  ADJUSTED  
 AF8134  ___________________________________________________________________
 AF8134  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AF8134  DYNAMIC HT  -         321.996 (meters)    1056.42  (feet)  COMP
 AF8134  MODELED GRAV-     980,542.5   (mgal)                       NAVD 88
 AF8134
 AF8134  VERT ORDER  -  SECOND    CLASS I
 AF8134
 AF8134.The horizontal coordinates were scaled from a topographic map and have
 AF8134.an estimated accuracy of +/- 6 seconds.
 AF8134
 AF8134.The orthometric height was determined by differential leveling
 AF8134.and adjusted by the National Geodetic Survey in July 1998..
 AF8134
 AF8134.The geoid height was determined by GEOID03.
 AF8134
 AF8134.The dynamic height is computed by dividing the NAVD 88
 AF8134.geopotential number by the normal gravity value computed on the
 AF8134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8134.degrees latitude (g = 980.6199 gals.).
 AF8134
 AF8134.The modeled gravity was interpolated from observed gravity values.
 AF8134
 AF8134;                    North         East    Units  Estimated Accuracy
 AF8134;SPC MN S     -   359,140.      650,140.      MT  (+/- 180 meters Scaled)
 AF8134
 AF8134                          SUPERSEDED SURVEY CONTROL
 AF8134
 AF8134.No superseded survey control is available for this station.
 AF8134
 AF8134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL718222(NAD 83)
 AF8134_MARKER: DV = VERTICAL CONTROL DISK
 AF8134_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8134_STAMPING: 7610 R 1990
 AF8134_MARK LOGO: MNDT  
 AF8134_PROJECTION: RECESSED 3 CENTIMETERS
 AF8134_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8134+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8134_ROD/PIPE-DEPTH:  9.8 meters
 AF8134
 AF8134  HISTORY     - Date     Condition        Report By
 AF8134  HISTORY     - 1990     MONUMENTED       MNDT
 AF8134
 AF8134                          STATION DESCRIPTION
 AF8134
 AF8134'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8134'THE MARK IS LOCATED IN THE SW 1/4 OF SEC 2, T121N, R42W, 2.3 MI (3.7
 AF8134'KM) NORTH ALONG TH-59 FROM JCT TH-12 (2 MI NORTH OF HOLLOWAY), AND AT
 AF8134'MILEPOINT 146.75.  THE MARK IS 118.0 FT (36.0 M) EAST OF AND 1 FT (0.3
 AF8134'M) LOWER THAN THE CENTERLINE OF TH-59, 23.0 FT (7.0 M) NORTH OF THE
 AF8134'CENTER OF AN ENTRANCE EXTENDED, AND 1.2 FT (0.4 M) WEST OF A STEEL
 AF8134'WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VCM DISK
 AF8134'STAMPED---7610 R 1990---, IS SET ON A 3/4 INCH DIAMETER BY 32 FT (9.8
 AF8134'M) LONG DRIVEN ALUMINUM ROD AND IS 0.1 FT (0.0 M) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8138 ***********************************************************************
 AF8138  DESIGNATION -  7610 S
 AF8138  PID         -  AF8138
 AF8138  STATE/COUNTY-  MN/SWIFT
 AF8138  USGS QUAD   -  HANCOCK SW (1968)
 AF8138
 AF8138                         *CURRENT SURVEY CONTROL
 AF8138  ___________________________________________________________________
 AF8138* NAD 83(1986)-  45 17 16.     (N)    095 54 44.     (W)     SCALED    
 AF8138* NAVD 88     -       315.290  (meters)    1034.41   (feet)  ADJUSTED  
 AF8138  ___________________________________________________________________
 AF8138  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AF8138  DYNAMIC HT  -         315.268 (meters)    1034.34  (feet)  COMP
 AF8138  MODELED GRAV-     980,540.3   (mgal)                       NAVD 88
 AF8138
 AF8138  VERT ORDER  -  SECOND    CLASS I
 AF8138
 AF8138.The horizontal coordinates were scaled from a topographic map and have
 AF8138.an estimated accuracy of +/- 6 seconds.
 AF8138
 AF8138.The orthometric height was determined by differential leveling
 AF8138.and adjusted by the National Geodetic Survey in July 1998..
 AF8138
 AF8138.The geoid height was determined by GEOID03.
 AF8138
 AF8138.The dynamic height is computed by dividing the NAVD 88
 AF8138.geopotential number by the normal gravity value computed on the
 AF8138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8138.degrees latitude (g = 980.6199 gals.).
 AF8138
 AF8138.The modeled gravity was interpolated from observed gravity values.
 AF8138
 AF8138;                    North         East    Units  Estimated Accuracy
 AF8138;SPC MN S     -   355,960.      650,000.      MT  (+/- 180 meters Scaled)
 AF8138
 AF8138                          SUPERSEDED SURVEY CONTROL
 AF8138
 AF8138.No superseded survey control is available for this station.
 AF8138
 AF8138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL716190(NAD 83)
 AF8138_MARKER: DV = VERTICAL CONTROL DISK
 AF8138_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF8138_STAMPING: 7610 S 1990
 AF8138_MARK LOGO: MNDT  
 AF8138_PROJECTION: RECESSED 3 CENTIMETERS
 AF8138_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF8138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF8138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8138+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8138_ROD/PIPE-DEPTH: 10.7 meters
 AF8138
 AF8138  HISTORY     - Date     Condition        Report By
 AF8138  HISTORY     - 1990     MONUMENTED       MNDT
 AF8138
 AF8138                          STATION DESCRIPTION
 AF8138
 AF8138'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8138'THE MARK IS LOCATED IN THE SE 1/4 OF SEC 15, T121N, R42W, 0.3 MI (0.5
 AF8138'KM) NORTH ALONG TH-59 FROM ITS JUNCTION WITH TH-12 (2 MI NORTH OF
 AF8138'HOLLOWAY), AND AT MILEPOINT 144.85.  THE MARK IS 76.0 FT (23.2 M) WEST
 AF8138'OF AND 2 FT (0.6 M) LOWER THAN THE CENTERLINE OF TH-59, 32.0 FT (9.8
 AF8138'M) SOUTH OF THE CENTER OF AN ENTRANCE, 2.9 FT (0.9 M) EAST OF A POWER
 AF8138'POLE, AND 1.0 FT (0.3 M) SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 AF8138'STANDARD MAGNETIC MNDT VCM DISK STAMPED---7610 S 1990---, IS SET ON A
 AF8138'3/4 INCH DIAMETER BY 32 FT (9.8 M) LONG DRIVEN ALUMINUM ROD AND IS 0.1
 AF8138'FT (0.0 M) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8136 ***********************************************************************
 AF8136  DESIGNATION -  7610 T
 AF8136  PID         -  AF8136
 AF8136  STATE/COUNTY-  MN/SWIFT
 AF8136  USGS QUAD   -  HANCOCK SW (1968)
 AF8136
 AF8136                         *CURRENT SURVEY CONTROL
 AF8136  ___________________________________________________________________
 AF8136* NAD 83(1986)-  45 18 16.     (N)    095 54 44.     (W)     SCALED    
 AF8136* NAVD 88     -       317.916  (meters)    1043.03   (feet)  ADJUSTED  
 AF8136  ___________________________________________________________________
 AF8136  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AF8136  DYNAMIC HT  -         317.895 (meters)    1042.96  (feet)  COMP
 AF8136  MODELED GRAV-     980,541.5   (mgal)                       NAVD 88
 AF8136
 AF8136  VERT ORDER  -  SECOND    CLASS I
 AF8136
 AF8136.The horizontal coordinates were scaled from a topographic map and have
 AF8136.an estimated accuracy of +/- 6 seconds.
 AF8136
 AF8136.The orthometric height was determined by differential leveling
 AF8136.and adjusted by the National Geodetic Survey in July 1998..
 AF8136
 AF8136.The geoid height was determined by GEOID03.
 AF8136
 AF8136.The dynamic height is computed by dividing the NAVD 88
 AF8136.geopotential number by the normal gravity value computed on the
 AF8136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF8136.degrees latitude (g = 980.6199 gals.).
 AF8136
 AF8136.The modeled gravity was interpolated from observed gravity values.
 AF8136
 AF8136;                    North         East    Units  Estimated Accuracy
 AF8136;SPC MN S     -   357,820.      650,040.      MT  (+/- 180 meters Scaled)
 AF8136
 AF8136                          SUPERSEDED SURVEY CONTROL
 AF8136
 AF8136.No superseded survey control is available for this station.
 AF8136
 AF8136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL716208(NAD 83)
 AF8136_MARKER: B = BOLT
 AF8136_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF8136_SP_SET: BOX CULVERT
 AF8136_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8136+STABILITY: SURFACE MOTION
 AF8136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8136+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AF8136
 AF8136  HISTORY     - Date     Condition        Report By
 AF8136  HISTORY     - 1990     MONUMENTED       MNDT
 AF8136
 AF8136                          STATION DESCRIPTION
 AF8136
 AF8136'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AF8136'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 10, T121N, R42W, 1.5 MI
 AF8136'(2.4 KM) NORTH ALONG TH-59 FROM ITS JUNCTION WITH TH-12 (2 MILES NORTH
 AF8136'OF HOLLOWAY), AND AT MILEPOINT 149.95.  THE MARK IS 19.5 FT (5.9 M)
 AF8136'WEST OF AND 1.5 FT (0.5 M) LOWER THAN THE CENTERLINE OF TH-59, AND 0.4
 AF8136'FT (0.1 M) SOUTH OF THE NW CORNER OF BOX CULVERT 8728. THE MARK, A
 AF8136'BOLT---UNSTAMPED---, IS SET IN THE NW CORNER OF THE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SJ0827 ***********************************************************************
 SJ0827  DESIGNATION -  76.8
 SJ0827  PID         -  SJ0827
 SJ0827  STATE/COUNTY-  MN/ST LOUIS
 SJ0827  USGS QUAD   -  VIRGINIA (1985)
 SJ0827
 SJ0827                         *CURRENT SURVEY CONTROL
 SJ0827  ___________________________________________________________________
 SJ0827* NAD 83(1986)-  47 31 57.     (N)    092 37 25.     (W)     SCALED    
 SJ0827* NAVD 88     -       450.165  (meters)    1476.92   (feet)  ADJUSTED  
 SJ0827  ___________________________________________________________________
 SJ0827  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 SJ0827  DYNAMIC HT  -         450.208 (meters)    1477.06  (feet)  COMP
 SJ0827  MODELED GRAV-     980,694.2   (mgal)                       NAVD 88
 SJ0827
 SJ0827  VERT ORDER  -  SECOND    CLASS 0
 SJ0827
 SJ0827.The horizontal coordinates were scaled from a topographic map and have
 SJ0827.an estimated accuracy of +/- 6 seconds.
 SJ0827
 SJ0827.The orthometric height was determined by differential leveling
 SJ0827.and adjusted by the National Geodetic Survey in June 1991..
 SJ0827
 SJ0827.The geoid height was determined by GEOID03.
 SJ0827
 SJ0827.The dynamic height is computed by dividing the NAVD 88
 SJ0827.geopotential number by the normal gravity value computed on the
 SJ0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0827.degrees latitude (g = 980.6199 gals.).
 SJ0827
 SJ0827.The modeled gravity was interpolated from observed gravity values.
 SJ0827
 SJ0827;                    North         East    Units  Estimated Accuracy
 SJ0827;SPC MN N     -   214,900.      835,870.      MT  (+/- 180 meters Scaled)
 SJ0827
 SJ0827                          SUPERSEDED SURVEY CONTROL
 SJ0827
 SJ0827  NGVD 29 (??/??/92)  449.918  (m)         1476.11   (f) ADJ UNCH    2 0
 SJ0827
 SJ0827.Superseded values are not recommended for survey control.
 SJ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0827.See file dsdata.txt to determine how the superseded data were derived.
 SJ0827
 SJ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN283644(NAD 83)
 SJ0827_MARKER: DD = SURVEY DISK
 SJ0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ0827_SP_SET: DOORWAY SILL
 SJ0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ0827
 SJ0827  HISTORY     - Date     Condition        Report By
 SJ0827  HISTORY     - UNK      MONUMENTED       MNGS
 SJ0827  HISTORY     - 1948     GOOD             NGS
 SJ0827
 SJ0827                          STATION DESCRIPTION
 SJ0827
 SJ0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SJ0827'IN MOUNTAIN IRON.
 SJ0827'AT MOUNTAIN IRON, ABOUT 2 BLOCKS WEST ALONG U.S. HIGHWAY 169 FROM THE
 SJ0827'HIGH SCHOOL, AT THE EAST END OF THE DOOR WAY SILL (CONCRETE) AT THE
 SJ0827'NORTH ENTRANCE TO THE MOUNTAIN IRON VILLAGE HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3110 ***********************************************************************
 AH3110  DESIGNATION -  76TH
 AH3110  PID         -  AH3110
 AH3110  STATE/COUNTY-  MN/HENNEPIN
 AH3110  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 AH3110
 AH3110                         *CURRENT SURVEY CONTROL
 AH3110  ___________________________________________________________________
 AH3110* NAD 83(1996)-  45 05 34.57722(N)    093 17 24.38862(W)     ADJUSTED  
 AH3110* NAVD 88     -       258.8    (meters)     849.     (feet)  GPS OBS   
 AH3110  ___________________________________________________________________
 AH3110  X           -    -258,861.947 (meters)                     COMP
 AH3110  Y           -  -4,503,010.705 (meters)                     COMP
 AH3110  Z           -   4,494,809.797 (meters)                     COMP
 AH3110  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AH3110  ELLIP HEIGHT-         231.54  (meters)          (03/16/99) GPS OBS
 AH3110  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AH3110
 AH3110  HORZ ORDER  -  FIRST
 AH3110  ELLP ORDER  -  FOURTH    CLASS I
 AH3110
 AH3110.The horizontal coordinates were established by GPS observations
 AH3110.and adjusted by the National Geodetic Survey in March 1999..
 AH3110
 AH3110.The orthometric height was determined by GPS observations and a
 AH3110.high-resolution geoid model.
 AH3110
 AH3110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3110
 AH3110.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3110
 AH3110.The ellipsoidal height was determined by GPS observations
 AH3110.and is referenced to NAD 83.
 AH3110
 AH3110.The geoid height was determined by GEOID03.
 AH3110
 AH3110;                    North         East     Units Scale Factor Converg.
 AH3110;SPC MN S     -   332,797.546   855,880.099   MT  0.99997532   +0 29 51.3
 AH3110;UTM  15      - 4,993,315.663   477,172.050   MT  0.99960641   -0 12 19.7
 AH3110
 AH3110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3110!SPC MN S     -   0.99996370  x   0.99997532  =   0.99993902
 AH3110!UTM  15      -   0.99996370  x   0.99960641  =   0.99957012
 AH3110
 AH3110:                Primary Azimuth Mark                     Grid Az
 AH3110:SPC MN S     -  78TH                                     347 49 24.9
 AH3110:UTM  15      -  78TH                                     348 31 35.9
 AH3110
 AH3110|---------------------------------------------------------------------|
 AH3110| PID    Reference Object                     Distance      Geod. Az  |
 AH3110|                                                           dddmmss.s |
 AH3110| AH3111 78TH                                481.117 METERS 3481916.2 |
 AH3110|---------------------------------------------------------------------|
 AH3110
 AH3110                          SUPERSEDED SURVEY CONTROL
 AH3110
 AH3110  NAD 83(1986)-  45 05 34.57191(N)    093 17 24.38325(W) AD(       ) 1
 AH3110
 AH3110.Superseded values are not recommended for survey control.
 AH3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3110.See file dsdata.txt to determine how the superseded data were derived.
 AH3110
 AH3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7717293316(NAD 83)
 AH3110_MARKER: DD = SURVEY DISK
 AH3110_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3110_STAMPING: 76TH 1992
 AH3110_MARK LOGO: MNDT  
 AH3110_PROJECTION: RECESSED 3 CENTIMETERS
 AH3110_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3110+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH3110_ROD/PIPE-DEPTH:  5.5 meters
 AH3110
 AH3110  HISTORY     - Date     Condition        Report By
 AH3110  HISTORY     - 1992     MONUMENTED       MNDT
 AH3110
 AH3110                          STATION DESCRIPTION
 AH3110
 AH3110'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH)
 AH3110'THE MARK IS LOCATED IN BROOKLYN PARK IN TH NW 1/4 OF SECTION 25,
 AH3110'T119N, R21W.  THE MARK, A DISK SET ON A DRIVEN ALUMINUM ROD, IS AT TH
 AH3110'252 MP 1.9, 53.5 FT (16.3 M) WEST OF SB TH 252, 5.1 FT (1.6 M) NORTH
 AH3110'OF A CYCLONE R/W FENCE CORNER, 28.0 FT (8.5 M) EAST OF THE GATE IN THE
 AH3110'FENCE, AND 4.2 FT (1.3 M) NORTH OF A WIT POST.  DESCRIBED BY DAVID K.
 AH3110'HERDER, TYPED BY J.E.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5956 ***********************************************************************
 DF5956  DESIGNATION -  77
 DF5956  PID         -  DF5956
 DF5956  STATE/COUNTY-  MN/PINE
 DF5956  USGS QUAD   -  BRUNO (1981)
 DF5956
 DF5956                         *CURRENT SURVEY CONTROL
 DF5956  ___________________________________________________________________
 DF5956* NAD 83(1996)-  46 19 01.26487(N)    092 41 18.17524(W)     ADJUSTED  
 DF5956* NAVD 88     -       339.6    (meters)    1114.     (feet)  GPS OBS   
 DF5956  ___________________________________________________________________
 DF5956  X           -    -206,992.548 (meters)                     COMP
 DF5956  Y           -  -4,408,262.890 (meters)                     COMP
 DF5956  Z           -   4,589,881.258 (meters)                     COMP
 DF5956  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 DF5956  ELLIP HEIGHT-         312.00  (meters)          (05/27/03) GPS OBS
 DF5956  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DF5956
 DF5956  HORZ ORDER  -  FIRST
 DF5956  ELLP ORDER  -  THIRD     CLASS I
 DF5956
 DF5956.The horizontal coordinates were established by GPS observations
 DF5956.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5956
 DF5956.The orthometric height was determined by GPS observations and a
 DF5956.high-resolution geoid model.
 DF5956
 DF5956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5956
 DF5956.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5956
 DF5956.The ellipsoidal height was determined by GPS observations
 DF5956.and is referenced to NAD 83.
 DF5956
 DF5956.The geoid height was determined by GEOID03.
 DF5956
 DF5956;                    North         East     Units Scale Factor Converg.
 DF5956;SPC MN C     -   247,566.942   920,258.204   MT  0.99992207   +1 07 46.8
 DF5956;UTM  15      - 5,129,318.530   523,991.122   MT  0.99960708   +0 13 31.3
 DF5956
 DF5956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5956!SPC MN C     -   0.99995109  x   0.99992207  =   0.99987317
 DF5956!UTM  15      -   0.99995109  x   0.99960708  =   0.99955819
 DF5956
 DF5956                          SUPERSEDED SURVEY CONTROL
 DF5956
 DF5956.No superseded survey control is available for this station.
 DF5956
 DF5956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2399129319(NAD 83)
 DF5956_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5956_STAMPING: NO 77
 DF5956_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5956+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5956
 DF5956  HISTORY     - Date     Condition        Report By
 DF5956  HISTORY     - 1999     MONUMENTED       MN-115
 DF5956
 DF5956                          STATION DESCRIPTION
 DF5956
 DF5956'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5956'6.7 MI (10.8 KM) SOUTH AND EAST ALONG CO RD 43 FROM JCT OF FAI 35 IN
 DF5956'WILLOW RIVER THEN 1 MI (1.6 KM) NORTH ON CO RD 155 THEN 0.55 MI (0.89
 DF5956'KM) EAST ON RIVER RD, 32 FT (9.8 M) SOUTH OF ROAD, IN LINE WITH OLD
 DF5956'FENCELINE, 2 FT (0.6 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1132 ***********************************************************************
 PQ1132  DESIGNATION -  77 T
 PQ1132  PID         -  PQ1132
 PQ1132  STATE/COUNTY-  MN/YELLOW MEDICINE
 PQ1132  USGS QUAD   -  WOOD LAKE NW (1962)
 PQ1132
 PQ1132                         *CURRENT SURVEY CONTROL
 PQ1132  ___________________________________________________________________
 PQ1132* NAD 83(1996)-  44 44 48.15616(N)    095 40 47.52368(W)     ADJUSTED  
 PQ1132* NAVD 88     -       324.27   (+/-2cm)    1063.9    (feet)  VERTCON   
 PQ1132  ___________________________________________________________________
 PQ1132  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 PQ1132  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 PQ1132
 PQ1132  HORZ ORDER  -  THIRD
 PQ1132  VERT ORDER  -  THIRD ? (See Below)
 PQ1132
 PQ1132.The horizontal coordinates were established by classical geodetic methods
 PQ1132.and adjusted by the National Geodetic Survey in March 1999..
 PQ1132
 PQ1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1132.The vertical order pertains to the NGVD 29 superseded value.
 PQ1132
 PQ1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1132
 PQ1132.The geoid height was determined by GEOID03.
 PQ1132
 PQ1132;                    North         East     Units Scale Factor Converg.
 PQ1132;SPC MN S     -   295,447.249   666,984.002   MT  0.99993118   -1 10 38.9
 PQ1132;UTM  15      - 4,958,307.602   287,856.134   MT  1.00015346   -1 53 14.1
 PQ1132
 PQ1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1132!SPC MN S     -   0.99995334  x   0.99993118  =   0.99988453
 PQ1132!UTM  15      -   0.99995334  x   1.00015346  =   1.00010680
 PQ1132
 PQ1132                          SUPERSEDED SURVEY CONTROL
 PQ1132
 PQ1132  NAD 83(1996)-  44 44 48.15647(N)    095 40 47.52164(W) AD(       ) 3
 PQ1132  NAD 83(1986)-  44 44 48.16134(N)    095 40 47.52006(W) AD(       ) 3
 PQ1132  NAD 27      -  44 44 48.31468(N)    095 40 46.43388(W) AD(       ) 3
 PQ1132  NGVD 29 (07/19/86)  324.09   (m)         1063.3    (f) LEVELING    3  
 PQ1132
 PQ1132.Superseded values are not recommended for survey control.
 PQ1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1132.See file dsdata.txt to determine how the superseded data were derived.
 PQ1132
 PQ1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8785658308(NAD 83)
 PQ1132_MARKER: DB = BENCH MARK DISK
 PQ1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1132_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1132+STABILITY: SURFACE MOTION
 PQ1132
 PQ1132  HISTORY     - Date     Condition        Report By
 PQ1132  HISTORY     - 1960     MONUMENTED       USGS
 PQ1132
 PQ1132                          STATION DESCRIPTION
 PQ1132
 PQ1132'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1132'HAZEL RUN,0.5 MILE S AND 1.5 MILE E OF. 3.5 MILE N AND 3.5 MILE W OF
 PQ1132'HANLEY FALLS. 1601 FT E,51 FT N, AND 15.3 FT HIGHER THAN T-ROAD S. AT
 PQ1132'CORNER OF SECS. 20,21,28 AND 29, T.115N,R.40W. 250 FT E OF FENCE N AT
 PQ1132'E EDGE SHELTER BELT, 42 FT E OF CROSS FIELD ENTRANCES, 35 FT NE OF 1.5
 PQ1132'YARD GRANITE BOULDER, 1 FT N OF E-W FENCE. IN CONCRETE POST. A
 PQ1132'STANDARD TABLET STAMPED---77 T 1960 1063 ET---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5828 ***********************************************************************
 DG5828  DESIGNATION -  7701 A
 DG5828  PID         -  DG5828
 DG5828  STATE/COUNTY-  MN/TODD
 DG5828  USGS QUAD   -  STAPLES (1966)
 DG5828
 DG5828                         *CURRENT SURVEY CONTROL
 DG5828  ___________________________________________________________________
 DG5828* NAD 83(1996)-  46 19 55.29370(N)    094 47 45.47636(W)     ADJUSTED  
 DG5828* NAVD 88     -       386.71   (meters)    1268.7    (feet)  LEVELING  
 DG5828  ___________________________________________________________________
 DG5828  X           -    -368,872.579 (meters)                     COMP
 DG5828  Y           -  -4,396,498.913 (meters)                     COMP
 DG5828  Z           -   4,591,067.885 (meters)                     COMP
 DG5828  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 DG5828  ELLIP HEIGHT-         359.72  (meters)          (05/19/04) GPS OBS
 DG5828  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 DG5828
 DG5828  HORZ ORDER  -  FIRST
 DG5828  VERT ORDER  -  THIRD ?
 DG5828  ELLP ORDER  -  THIRD     CLASS II
 DG5828
 DG5828.The horizontal coordinates were established by GPS observations
 DG5828.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5828
 DG5828.The orthometric height was determined by differential leveling.
 DG5828.The vertical network tie was performed by a horz. field party for horz.
 DG5828.obs reductions. Reset procedures were used to establish the elevation.
 DG5828
 DG5828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5828
 DG5828.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5828
 DG5828.The ellipsoidal height was determined by GPS observations
 DG5828.and is referenced to NAD 83.
 DG5828
 DG5828.The geoid height was determined by GEOID03.
 DG5828
 DG5828;                    North         East     Units Scale Factor Converg.
 DG5828;SPC MN C     -   248,194.386   757,964.991   MT  0.99992202   -0 23 41.8
 DG5828;UTM  15      - 5,132,506.301   361,769.399   MT  0.99983488   -1 17 57.6
 DG5828
 DG5828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5828!SPC MN C     -   0.99994361  x   0.99992202  =   0.99986564
 DG5828!UTM  15      -   0.99994361  x   0.99983488  =   0.99977850
 DG5828
 DG5828:                Primary Azimuth Mark                     Grid Az
 DG5828:SPC MN C     -  7701 B                                   241 57 37.9
 DG5828:UTM  15      -  7701 B                                   242 51 53.7
 DG5828
 DG5828|---------------------------------------------------------------------|
 DG5828| PID    Reference Object                     Distance      Geod. Az  |
 DG5828|                                                           dddmmss.s |
 DG5828| DG5829 7701 B                              APPROX. 1.3 KM 2413356.1 |
 DG5828|---------------------------------------------------------------------|
 DG5828
 DG5828                          SUPERSEDED SURVEY CONTROL
 DG5828
 DG5828.No superseded survey control is available for this station.
 DG5828
 DG5828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6176932506(NAD 83)
 DG5828_MARKER: DD = SURVEY DISK
 DG5828_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5828_STAMPING: 7701 A 2002
 DG5828_MARK LOGO: MNDT  
 DG5828_PROJECTION: FLUSH
 DG5828_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5828+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG5828_ROD/PIPE-DEPTH:  9.8 meters
 DG5828
 DG5828  HISTORY     - Date     Condition        Report By
 DG5828  HISTORY     - 2002     MONUMENTED       MNDT
 DG5828
 DG5828                          STATION DESCRIPTION
 DG5828
 DG5828'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG5828'1.65 MILES SOUTH OF STAPLES, 1.65 MILES SOUTH ALONG TRUNK HIGHWAY 210
 DG5828'FROM JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 10 IN SATPLES, AT
 DG5828'TRUNK HIGHWAY 210 MILEPOINT 92.0, 72.0 FEET SOUTHEAST OF TRUNK HIGHWAY
 DG5828'210, 33.1 FEET WEST OF 273RD AVE, 2.0 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5829 ***********************************************************************
 DG5829  DESIGNATION -  7701 B
 DG5829  PID         -  DG5829
 DG5829  STATE/COUNTY-  MN/TODD
 DG5829  USGS QUAD   -  STAPLES (1966)
 DG5829
 DG5829                         *CURRENT SURVEY CONTROL
 DG5829  ___________________________________________________________________
 DG5829* NAD 83(1996)-  46 19 35.66510(N)    094 48 37.79436(W)     ADJUSTED  
 DG5829* NAVD 88     -       387.76   (meters)    1272.2    (feet)  LEVELING  
 DG5829  ___________________________________________________________________
 DG5829  X           -    -370,024.543 (meters)                     COMP
 DG5829  Y           -  -4,396,842.806 (meters)                     COMP
 DG5829  Z           -   4,590,650.125 (meters)                     COMP
 DG5829  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 DG5829  ELLIP HEIGHT-         360.78  (meters)          (05/19/04) GPS OBS
 DG5829  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 DG5829
 DG5829  HORZ ORDER  -  FIRST
 DG5829  VERT ORDER  -  THIRD ?
 DG5829  ELLP ORDER  -  THIRD     CLASS II
 DG5829
 DG5829.The horizontal coordinates were established by GPS observations
 DG5829.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5829
 DG5829.The orthometric height was determined by differential leveling.
 DG5829.The vertical network tie was performed by a horz. field party for horz.
 DG5829.obs reductions. Reset procedures were used to establish the elevation.
 DG5829
 DG5829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5829
 DG5829.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5829
 DG5829.The ellipsoidal height was determined by GPS observations
 DG5829.and is referenced to NAD 83.
 DG5829
 DG5829.The geoid height was determined by GEOID03.
 DG5829
 DG5829;                    North         East     Units Scale Factor Converg.
 DG5829;SPC MN C     -   247,596.189   756,841.812   MT  0.99992203   -0 24 19.6
 DG5829;UTM  15      - 5,131,925.954   360,637.016   MT  0.99983875   -1 18 35.0
 DG5829
 DG5829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5829!SPC MN C     -   0.99994345  x   0.99992203  =   0.99986548
 DG5829!UTM  15      -   0.99994345  x   0.99983875  =   0.99978221
 DG5829
 DG5829:                Primary Azimuth Mark                     Grid Az
 DG5829:SPC MN C     -  7701 A                                   061 57 37.8
 DG5829:UTM  15      -  7701 A                                   062 51 53.2
 DG5829
 DG5829|---------------------------------------------------------------------|
 DG5829| PID    Reference Object                     Distance      Geod. Az  |
 DG5829|                                                           dddmmss.s |
 DG5829| DG5828 7701 A                              APPROX. 1.3 KM 0613318.2 |
 DG5829| DG5830 7701 C                              APPROX. 1.1 KM 2642607.5 |
 DG5829|---------------------------------------------------------------------|
 DG5829
 DG5829                          SUPERSEDED SURVEY CONTROL
 DG5829
 DG5829.No superseded survey control is available for this station.
 DG5829
 DG5829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6063731926(NAD 83)
 DG5829_MARKER: DD = SURVEY DISK
 DG5829_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5829_STAMPING: 7701 B 2002
 DG5829_MARK LOGO: MNDT  
 DG5829_PROJECTION: FLUSH
 DG5829_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5829+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG5829_ROD/PIPE-DEPTH:  9.8 meters
 DG5829
 DG5829  HISTORY     - Date     Condition        Report By
 DG5829  HISTORY     - 2002     MONUMENTED       MNDT
 DG5829
 DG5829                          STATION DESCRIPTION
 DG5829
 DG5829'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG5829'2 MILES SOUTH-SOUTHWEST OF STAPLES, 2.45 MILES SOUTHWEST ALONG TRUNK
 DG5829'HIGHWAY 210 FROM JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 10 IN
 DG5829'STAPLES, AT TRUNK HIGHWAY 210 MILEPOINT 91.2, 134.0 FEET NORTHWEST OF
 DG5829'TRUNK HIGHWAY 210, 50.7 FEET WEST OF COUNTY ROAD 21, 14.0 FEET NORTH
 DG5829'OF ENTRANCE, 3.6 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5830 ***********************************************************************
 DG5830  DESIGNATION -  7701 C
 DG5830  PID         -  DG5830
 DG5830  STATE/COUNTY-  MN/TODD
 DG5830  USGS QUAD   -  STAPLES (1966)
 DG5830
 DG5830                         *CURRENT SURVEY CONTROL
 DG5830  ___________________________________________________________________
 DG5830* NAD 83(1996)-  46 19 32.12785(N)    094 49 30.15245(W)     ADJUSTED  
 DG5830* NAVD 88     -       392.85   (meters)    1288.9    (feet)  LEVELING  
 DG5830  ___________________________________________________________________
 DG5830  X           -    -371,147.564 (meters)                     COMP
 DG5830  Y           -  -4,396,830.982 (meters)                     COMP
 DG5830  Z           -   4,590,578.402 (meters)                     COMP
 DG5830  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 DG5830  ELLIP HEIGHT-         365.90  (meters)          (05/19/04) GPS OBS
 DG5830  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 DG5830
 DG5830  HORZ ORDER  -  FIRST
 DG5830  VERT ORDER  -  THIRD ?
 DG5830  ELLP ORDER  -  THIRD     CLASS II
 DG5830
 DG5830.The horizontal coordinates were established by GPS observations
 DG5830.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5830
 DG5830.The orthometric height was determined by differential leveling.
 DG5830.The vertical network tie was performed by a horz. field party for horz.
 DG5830.obs reductions. Reset procedures were used to establish the elevation.
 DG5830
 DG5830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5830
 DG5830.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5830
 DG5830.The ellipsoidal height was determined by GPS observations
 DG5830.and is referenced to NAD 83.
 DG5830
 DG5830.The geoid height was determined by GEOID03.
 DG5830
 DG5830;                    North         East     Units Scale Factor Converg.
 DG5830;SPC MN C     -   247,495.008   755,721.162   MT  0.99992204   -0 24 57.5
 DG5830;UTM  15      - 5,131,842.478   359,515.000   MT  0.99984261   -1 19 12.8
 DG5830
 DG5830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5830!SPC MN C     -   0.99994264  x   0.99992204  =   0.99986469
 DG5830!UTM  15      -   0.99994264  x   0.99984261  =   0.99978526
 DG5830
 DG5830:                Primary Azimuth Mark                     Grid Az
 DG5830:SPC MN C     -  7701 B                                   084 50 27.1
 DG5830:UTM  15      -  7701 B                                   085 44 42.4
 DG5830
 DG5830|---------------------------------------------------------------------|
 DG5830| PID    Reference Object                     Distance      Geod. Az  |
 DG5830|                                                           dddmmss.s |
 DG5830| DG5829 7701 B                              APPROX. 1.1 KM 0842529.6 |
 DG5830|---------------------------------------------------------------------|
 DG5830
 DG5830                          SUPERSEDED SURVEY CONTROL
 DG5830
 DG5830.No superseded survey control is available for this station.
 DG5830
 DG5830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5951531842(NAD 83)
 DG5830_MARKER: DD = SURVEY DISK
 DG5830_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5830_STAMPING: 7701 C 2002
 DG5830_MARK LOGO: MNDT  
 DG5830_PROJECTION: FLUSH
 DG5830_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5830+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG5830_ROD/PIPE-DEPTH:  4.6 meters
 DG5830
 DG5830  HISTORY     - Date     Condition        Report By
 DG5830  HISTORY     - 2002     MONUMENTED       MNDT
 DG5830
 DG5830                          STATION DESCRIPTION
 DG5830
 DG5830'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG5830'2.5 MILES SOUTH-SOUTHWEST OF STAPLES, 3.15 MILES SOUTHWEST ALONG TRUNK
 DG5830'HIGHWAY 210 FROM JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 10 IN
 DG5830'STAPLES, TO TRUNK HIGHWAY 210 MILEPOINT 90.50, 73.1 FEET NORTH OF
 DG5830'TRUNK HIGHWAY 210, 36.0 FEET WEST OF POWER POLE, 29.6 FEET EAST OF
 DG5830'ENTRANCE, 2.0 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5831 ***********************************************************************
 DG5831  DESIGNATION -  7701 D
 DG5831  PID         -  DG5831
 DG5831  STATE/COUNTY-  MN/TODD
 DG5831  USGS QUAD   -  STAPLES (1966)
 DG5831
 DG5831                         *CURRENT SURVEY CONTROL
 DG5831  ___________________________________________________________________
 DG5831* NAD 83(1996)-  46 19 31.84818(N)    094 51 42.26797(W)     ADJUSTED  
 DG5831* NAVD 88     -       405.46   (meters)    1330.2    (feet)  LEVELING  
 DG5831  ___________________________________________________________________
 DG5831  X           -    -373,964.991 (meters)                     COMP
 DG5831  Y           -  -4,396,607.289 (meters)                     COMP
 DG5831  Z           -   4,590,581.595 (meters)                     COMP
 DG5831  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 DG5831  ELLIP HEIGHT-         378.56  (meters)          (05/19/04) GPS OBS
 DG5831  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DG5831
 DG5831  HORZ ORDER  -  FIRST
 DG5831  VERT ORDER  -  THIRD ?
 DG5831  ELLP ORDER  -  THIRD     CLASS II
 DG5831
 DG5831.The horizontal coordinates were established by GPS observations
 DG5831.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5831
 DG5831.The orthometric height was determined by differential leveling.
 DG5831.The vertical network tie was performed by a horz. field party for horz.
 DG5831.obs reductions. Reset procedures were used to establish the elevation.
 DG5831
 DG5831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5831
 DG5831.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5831
 DG5831.The ellipsoidal height was determined by GPS observations
 DG5831.and is referenced to NAD 83.
 DG5831
 DG5831.The geoid height was determined by GEOID03.
 DG5831
 DG5831;                    North         East     Units Scale Factor Converg.
 DG5831;SPC MN C     -   247,507.544   752,895.309   MT  0.99992204   -0 26 33.1
 DG5831;UTM  15      - 5,131,899.605   356,689.907   MT  0.99985246   -1 20 48.4
 DG5831
 DG5831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5831!SPC MN C     -   0.99994066  x   0.99992204  =   0.99986270
 DG5831!UTM  15      -   0.99994066  x   0.99985246  =   0.99979313
 DG5831
 DG5831                          SUPERSEDED SURVEY CONTROL
 DG5831
 DG5831.No superseded survey control is available for this station.
 DG5831
 DG5831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5669031900(NAD 83)
 DG5831_MARKER: DD = SURVEY DISK
 DG5831_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5831_STAMPING: 7701 D 2002
 DG5831_MARK LOGO: MNDT  
 DG5831_PROJECTION: FLUSH
 DG5831_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5831+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG5831_ROD/PIPE-DEPTH:  4.6 meters
 DG5831
 DG5831  HISTORY     - Date     Condition        Report By
 DG5831  HISTORY     - 2002     MONUMENTED       MNDT
 DG5831
 DG5831                          STATION DESCRIPTION
 DG5831
 DG5831'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG5831'4 MILES SOUTHWEST OF STAPLES, 5.0 MILES SOUTHWEST ALONG TRUNK HIGHWAY
 DG5831'210 FROM JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 10 IN
 DG5831'STAPLES, AT TRUNK HIGHWAY 210 MILEPOINT 88.65, 64.8 FEET NORTH OF
 DG5831'TRUNK HIGHWAY 210, 59.5 FEET EAST OF ENTRANCE, 28.2 FEET EAST OF POWER
 DG5831'POLE, 1.1 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5832 ***********************************************************************
 DG5832  DESIGNATION -  7701 E
 DG5832  PID         -  DG5832
 DG5832  STATE/COUNTY-  MN/TODD
 DG5832  USGS QUAD   -  ALDRICH SOUTH (1966)
 DG5832
 DG5832                         *CURRENT SURVEY CONTROL
 DG5832  ___________________________________________________________________
 DG5832* NAD 83(1996)-  46 19 31.78660(N)    094 54 17.00989(W)     ADJUSTED  
 DG5832* NAVD 88     -       402.70   (meters)    1321.2    (feet)  LEVELING  
 DG5832  ___________________________________________________________________
 DG5832  X           -    -377,263.221 (meters)                     COMP
 DG5832  Y           -  -4,396,324.999 (meters)                     COMP
 DG5832  Z           -   4,590,578.314 (meters)                     COMP
 DG5832  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 DG5832  ELLIP HEIGHT-         375.84  (meters)          (05/19/04) GPS OBS
 DG5832  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DG5832
 DG5832  HORZ ORDER  -  FIRST
 DG5832  VERT ORDER  -  THIRD ?
 DG5832  ELLP ORDER  -  THIRD     CLASS II
 DG5832
 DG5832.The horizontal coordinates were established by GPS observations
 DG5832.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5832
 DG5832.The orthometric height was determined by differential leveling.
 DG5832.The vertical network tie was performed by a horz. field party for horz.
 DG5832.obs reductions. Reset procedures were used to establish the elevation.
 DG5832
 DG5832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5832
 DG5832.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5832
 DG5832.The ellipsoidal height was determined by GPS observations
 DG5832.and is referenced to NAD 83.
 DG5832
 DG5832.The geoid height was determined by GEOID03.
 DG5832
 DG5832;                    North         East     Units Scale Factor Converg.
 DG5832;SPC MN C     -   247,532.105   749,585.565   MT  0.99992204   -0 28 25.0
 DG5832;UTM  15      - 5,131,976.390   353,381.173   MT  0.99986426   -1 22 40.4
 DG5832
 DG5832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5832!SPC MN C     -   0.99994109  x   0.99992204  =   0.99986313
 DG5832!UTM  15      -   0.99994109  x   0.99986426  =   0.99980535
 DG5832
 DG5832                          SUPERSEDED SURVEY CONTROL
 DG5832
 DG5832.No superseded survey control is available for this station.
 DG5832
 DG5832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5338131976(NAD 83)
 DG5832_MARKER: DD = SURVEY DISK
 DG5832_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5832_STAMPING: 7701 E 2002
 DG5832_MARK LOGO: MNDT  
 DG5832_PROJECTION: FLUSH
 DG5832_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5832+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG5832_ROD/PIPE-DEPTH:  5.2 meters
 DG5832
 DG5832  HISTORY     - Date     Condition        Report By
 DG5832  HISTORY     - 2002     MONUMENTED       MNDT
 DG5832
 DG5832                          STATION DESCRIPTION
 DG5832
 DG5832'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG5832'6 MILES SOUTHWEST OF STAPLES, 7.0 MILES SOUTHWEST ALONG TRUNK HIGHWAY
 DG5832'210 FROM JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 10 IN
 DG5832'STAPLES, AT TRUNK HIGHWAY 210 MILEPOINT 86.65, 70.5 FEET NORTH OF
 DG5832'TRUNK HIGHWAY 210, 38.0 FEET EAST OF DRIVEWAY FIRE NO 22016, 2.1 FEET
 DG5832'SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5833 ***********************************************************************
 DG5833  DESIGNATION -  7701 F
 DG5833  PID         -  DG5833
 DG5833  STATE/COUNTY-  MN/TODD
 DG5833  USGS QUAD   -  ALDRICH SOUTH (1966)
 DG5833
 DG5833                         *CURRENT SURVEY CONTROL
 DG5833  ___________________________________________________________________
 DG5833* NAD 83(1996)-  46 19 30.55881(N)    094 55 31.03524(W)     ADJUSTED  
 DG5833* NAVD 88     -       402.37   (meters)    1320.1    (feet)  LEVELING  
 DG5833  ___________________________________________________________________
 DG5833  X           -    -378,843.307 (meters)                     COMP
 DG5833  Y           -  -4,396,216.421 (meters)                     COMP
 DG5833  Z           -   4,590,551.902 (meters)                     COMP
 DG5833  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 DG5833  ELLIP HEIGHT-         375.52  (meters)          (05/19/04) GPS OBS
 DG5833  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 DG5833
 DG5833  HORZ ORDER  -  FIRST
 DG5833  VERT ORDER  -  THIRD ?
 DG5833  ELLP ORDER  -  THIRD     CLASS II
 DG5833
 DG5833.The horizontal coordinates were established by GPS observations
 DG5833.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5833
 DG5833.The orthometric height was determined by differential leveling.
 DG5833.The vertical network tie was performed by a horz. field party for horz.
 DG5833.obs reductions. Reset procedures were used to establish the elevation.
 DG5833
 DG5833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5833
 DG5833.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5833
 DG5833.The ellipsoidal height was determined by GPS observations
 DG5833.and is referenced to NAD 83.
 DG5833
 DG5833.The geoid height was determined by GEOID03.
 DG5833
 DG5833;                    North         East     Units Scale Factor Converg.
 DG5833;SPC MN C     -   247,507.492   748,001.940   MT  0.99992204   -0 29 18.6
 DG5833;UTM  15      - 5,131,976.773   351,797.444   MT  0.99986999   -1 23 33.9
 DG5833
 DG5833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5833!SPC MN C     -   0.99994114  x   0.99992204  =   0.99986318
 DG5833!UTM  15      -   0.99994114  x   0.99986999  =   0.99981113
 DG5833
 DG5833                          SUPERSEDED SURVEY CONTROL
 DG5833
 DG5833.No superseded survey control is available for this station.
 DG5833
 DG5833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5179731977(NAD 83)
 DG5833_MARKER: DD = SURVEY DISK
 DG5833_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5833_STAMPING: 7701 F 2002
 DG5833_MARK LOGO: MNDT  
 DG5833_PROJECTION: FLUSH
 DG5833_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5833+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG5833_ROD/PIPE-DEPTH:  6.1 meters
 DG5833
 DG5833  HISTORY     - Date     Condition        Report By
 DG5833  HISTORY     - 2002     MONUMENTED       MNDT
 DG5833
 DG5833                          STATION DESCRIPTION
 DG5833
 DG5833'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG5833'7 MILES WEST-SOUTHWEST OF STAPLES, 8.0 MILES SOUTHWEST ALONG TRUNK
 DG5833'HIGHWAY 210 FROM JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 10 IN
 DG5833'STAPLES, AT TRUNK HIGHWAY 210 MILEPOINT 85.65, 67 FEET SOUTH OF TRUNK
 DG5833'HIGHWAY 210, 45.4 FEET WEST OF ENTRANCE, 6.5 FEET NORTH OF POWER POLE,
 DG5833'6.1 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5414 ***********************************************************************
 DG5414  DESIGNATION -  7701 G
 DG5414  PID         -  DG5414
 DG5414  STATE/COUNTY-  MN/TODD
 DG5414  USGS QUAD   -  ALDRICH SOUTH (1966)
 DG5414
 DG5414                         *CURRENT SURVEY CONTROL
 DG5414  ___________________________________________________________________
 DG5414* NAD 83(1996)-  46 19 32.13940(N)    094 57 42.96811(W)     ADJUSTED  
 DG5414* NAVD 88     -       417.26   (meters)    1369.0    (feet)  LEVELING  
 DG5414  ___________________________________________________________________
 DG5414  X           -    -381,653.014 (meters)                     COMP
 DG5414  Y           -  -4,395,948.306 (meters)                     COMP
 DG5414  Z           -   4,590,596.405 (meters)                     COMP
 DG5414  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 DG5414  ELLIP HEIGHT-         390.45  (meters)          (05/07/04) GPS OBS
 DG5414  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 DG5414
 DG5414  HORZ ORDER  -  FIRST
 DG5414  VERT ORDER  -  THIRD ?
 DG5414  ELLP ORDER  -  FOURTH    CLASS I
 DG5414
 DG5414.The horizontal coordinates were established by GPS observations
 DG5414.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5414
 DG5414.The orthometric height was determined by differential leveling.
 DG5414.The vertical network tie was performed by a horz. field party for horz.
 DG5414.obs reductions. Reset procedures were used to establish the elevation.
 DG5414
 DG5414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5414
 DG5414.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5414
 DG5414.The ellipsoidal height was determined by GPS observations
 DG5414.and is referenced to NAD 83.
 DG5414
 DG5414.The geoid height was determined by GEOID03.
 DG5414
 DG5414;                    North         East     Units Scale Factor Converg.
 DG5414;SPC MN C     -   247,581.003   745,180.506   MT  0.99992204   -0 30 54.0
 DG5414;UTM  15      - 5,132,094.796   348,977.653   MT  0.99988037   -1 25 09.4
 DG5414
 DG5414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5414!SPC MN C     -   0.99993880  x   0.99992204  =   0.99986084
 DG5414!UTM  15      -   0.99993880  x   0.99988037  =   0.99981917
 DG5414
 DG5414                          SUPERSEDED SURVEY CONTROL
 DG5414
 DG5414.No superseded survey control is available for this station.
 DG5414
 DG5414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4897832095(NAD 83)
 DG5414_MARKER: DD = SURVEY DISK
 DG5414_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5414_STAMPING: 7701 G 2002
 DG5414_MARK LOGO: MNDT  
 DG5414_PROJECTION: FLUSH
 DG5414_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DG5414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5414+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5414_ROD/PIPE-DEPTH:  5.5 meters
 DG5414
 DG5414  HISTORY     - Date     Condition        Report By
 DG5414  HISTORY     - 2002     MONUMENTED       MNDT
 DG5414  HISTORY     - 2003     GOOD             MNDT
 DG5414
 DG5414                          STATION DESCRIPTION
 DG5414
 DG5414'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG5414'6.25 MILES EAST OF HEWITT, 6.5 MILES EAST ALONG TRUNK HIGHWAY 210 FROM
 DG5414'JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 71 IN HEWITT, AT TRUNK
 DG5414'HIGHWAY 210 MILEPOINT 83.9, 71.1 FEET NORTH OF TRUNK HIGHWAY 210, 30.2
 DG5414'FEET EAST OF 193RD AVE, 20.2 FEET NORTH OF TELEPHONE PED, 1.2 FEET
 DG5414'NORTH OF WITNESS POST
 DG5414
 DG5414                          STATION RECOVERY (2003)
 DG5414
 DG5414'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DG5414'6.25 MI EAST OF HEWITT, 6.5 MI EAST ALONG TH 210 FROM JCT OF TH 210
 DG5414'AND TH 71 IN HEWITT, AT TH  210 MP 83.9, 71.1 FT NORTH OF TH 210, 30.2
 DG5414'FT EAST OF 193RD ST  20.2 FT NORTH OF TEL PED, 1.2 FT NORTH OF WIT
 DG5414'POST, ROD DEPTH 18 FT, FLUSH, MAGNETIC,  SUITABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5834 ***********************************************************************
 DG5834  DESIGNATION -  7701 J
 DG5834  PID         -  DG5834
 DG5834  STATE/COUNTY-  MN/TODD
 DG5834  USGS QUAD   -  BERTHA (1969)
 DG5834
 DG5834                         *CURRENT SURVEY CONTROL
 DG5834  ___________________________________________________________________
 DG5834* NAD 83(1996)-  46 19 29.83124(N)    095 01 47.57061(W)     ADJUSTED  
 DG5834* NAVD 88     -       413.28   (meters)    1355.9    (feet)  LEVELING  
 DG5834  ___________________________________________________________________
 DG5834  X           -    -386,870.033 (meters)                     COMP
 DG5834  Y           -  -4,395,541.274 (meters)                     COMP
 DG5834  Z           -   4,590,544.343 (meters)                     COMP
 DG5834  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 DG5834  ELLIP HEIGHT-         386.52  (meters)          (05/19/04) GPS OBS
 DG5834  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 DG5834
 DG5834  HORZ ORDER  -  FIRST
 DG5834  VERT ORDER  -  THIRD ?
 DG5834  ELLP ORDER  -  THIRD     CLASS II
 DG5834
 DG5834.The horizontal coordinates were established by GPS observations
 DG5834.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5834
 DG5834.The orthometric height was determined by differential leveling.
 DG5834.The vertical network tie was performed by a horz. field party for horz.
 DG5834.obs reductions. Reset procedures were used to establish the elevation.
 DG5834
 DG5834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5834
 DG5834.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5834
 DG5834.The ellipsoidal height was determined by GPS observations
 DG5834.and is referenced to NAD 83.
 DG5834
 DG5834.The geoid height was determined by GEOID03.
 DG5834
 DG5834;                    North         East     Units Scale Factor Converg.
 DG5834;SPC MN C     -   247,559.013   739,948.146   MT  0.99992204   -0 33 51.0
 DG5834;UTM  15      - 5,132,155.385   343,745.765   MT  0.99990013   -1 28 06.4
 DG5834
 DG5834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5834!SPC MN C     -   0.99993941  x   0.99992204  =   0.99986146
 DG5834!UTM  15      -   0.99993941  x   0.99990013  =   0.99983955
 DG5834
 DG5834                          SUPERSEDED SURVEY CONTROL
 DG5834
 DG5834.No superseded survey control is available for this station.
 DG5834
 DG5834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4374632155(NAD 83)
 DG5834_MARKER: DD = SURVEY DISK
 DG5834_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5834_STAMPING: 7701 J 2002
 DG5834_MARK LOGO: MNDT  
 DG5834_PROJECTION: FLUSH
 DG5834_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5834+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG5834_ROD/PIPE-DEPTH:  7.6 meters
 DG5834
 DG5834  HISTORY     - Date     Condition        Report By
 DG5834  HISTORY     - 2002     MONUMENTED       MNDT
 DG5834
 DG5834                          STATION DESCRIPTION
 DG5834
 DG5834'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG5834'2.5 MILES WEST OF HEWITT, 3.3 MILES WEST ALONG TRUNK HIGHWAY 210 FROM
 DG5834'JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 71 IN HEWITT, AT TRUNK
 DG5834'HIGHWAY 210 MILEPOINT 80.65, 99 FEET SOUTH OF TRUNK HIGHWAY 210, 50.4
 DG5834'FEET WEST OF COUNTY ROAD 23, 32.2 FEET SOUTH OF TELEPHONE PED, 1 FEET
 DG5834'SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5835 ***********************************************************************
 DG5835  DESIGNATION -  7701 K
 DG5835  PID         -  DG5835
 DG5835  STATE/COUNTY-  MN/TODD
 DG5835  USGS QUAD   -  ALDRICH SOUTH (1966)
 DG5835
 DG5835                         *CURRENT SURVEY CONTROL
 DG5835  ___________________________________________________________________
 DG5835* NAD 83(1996)-  46 19 30.11165(N)    094 59 16.91615(W)     ADJUSTED  
 DG5835* NAVD 88     -       412.00   (meters)    1351.7    (feet)  LEVELING  
 DG5835  ___________________________________________________________________
 DG5835  X           -    -383,658.832 (meters)                     COMP
 DG5835  Y           -  -4,395,815.529 (meters)                     COMP
 DG5835  Z           -   4,590,549.375 (meters)                     COMP
 DG5835  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 DG5835  ELLIP HEIGHT-         385.21  (meters)          (05/19/04) GPS OBS
 DG5835  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 DG5835
 DG5835  HORZ ORDER  -  FIRST
 DG5835  VERT ORDER  -  THIRD ?
 DG5835  ELLP ORDER  -  THIRD     CLASS II
 DG5835
 DG5835.The horizontal coordinates were established by GPS observations
 DG5835.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5835
 DG5835.The orthometric height was determined by differential leveling.
 DG5835.The vertical network tie was performed by a horz. field party for horz.
 DG5835.obs reductions. Reset procedures were used to establish the elevation.
 DG5835
 DG5835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5835
 DG5835.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5835
 DG5835.The ellipsoidal height was determined by GPS observations
 DG5835.and is referenced to NAD 83.
 DG5835
 DG5835.The geoid height was determined by GEOID03.
 DG5835
 DG5835;                    North         East     Units Scale Factor Converg.
 DG5835;SPC MN C     -   247,536.792   743,170.518   MT  0.99992204   -0 32 02.0
 DG5835;UTM  15      - 5,132,082.314   346,967.295   MT  0.99988788   -1 26 17.4
 DG5835
 DG5835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5835!SPC MN C     -   0.99993962  x   0.99992204  =   0.99986166
 DG5835!UTM  15      -   0.99993962  x   0.99988788  =   0.99982750
 DG5835
 DG5835                          SUPERSEDED SURVEY CONTROL
 DG5835
 DG5835.No superseded survey control is available for this station.
 DG5835
 DG5835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4696732082(NAD 83)
 DG5835_MARKER: DD = SURVEY DISK
 DG5835_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5835_STAMPING: 7701 K 2002
 DG5835_MARK LOGO: MNDT  
 DG5835_PROJECTION: FLUSH
 DG5835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5835+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG5835_ROD/PIPE-DEPTH:  4.6 meters
 DG5835
 DG5835  HISTORY     - Date     Condition        Report By
 DG5835  HISTORY     - 2002     MONUMENTED       MNDT
 DG5835
 DG5835                          STATION DESCRIPTION
 DG5835
 DG5835'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG5835'5 MILES EAST OF HEWITT, 5.1 MILES EAST ALONG TRUNK HIGHWAY 210 FROM
 DG5835'JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 71 IN HEWITT, AT TRUNK
 DG5835'HIGHWAY 210 MILEPOINT 82.60, 114 FEET SOUTH OF TRUNK HIGHWAY 210, 50.1
 DG5835'FEET EAST OF COUNTY ROAD 77, 37.7 FEET SOUTH OF POWER POLE, 1.3 FEET
 DG5835'WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5836 ***********************************************************************
 DG5836  DESIGNATION -  7701 L
 DG5836  PID         -  DG5836
 DG5836  STATE/COUNTY-  MN/TODD
 DG5836  USGS QUAD   -  BERTHA (1969)
 DG5836
 DG5836                         *CURRENT SURVEY CONTROL
 DG5836  ___________________________________________________________________
 DG5836* NAD 83(1996)-  46 19 32.66457(N)    095 00 32.63584(W)     ADJUSTED  
 DG5836* NAVD 88     -       412.56   (meters)    1353.5    (feet)  LEVELING  
 DG5836  ___________________________________________________________________
 DG5836  X           -    -385,267.565 (meters)                     COMP
 DG5836  Y           -  -4,395,617.998 (meters)                     COMP
 DG5836  Z           -   4,590,604.240 (meters)                     COMP
 DG5836  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 DG5836  ELLIP HEIGHT-         385.80  (meters)          (05/19/04) GPS OBS
 DG5836  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 DG5836
 DG5836  HORZ ORDER  -  FIRST
 DG5836  VERT ORDER  -  THIRD ?
 DG5836  ELLP ORDER  -  THIRD     CLASS II
 DG5836
 DG5836.The horizontal coordinates were established by GPS observations
 DG5836.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5836
 DG5836.The orthometric height was determined by differential leveling.
 DG5836.The vertical network tie was performed by a horz. field party for horz.
 DG5836.obs reductions. Reset procedures were used to establish the elevation.
 DG5836
 DG5836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5836
 DG5836.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5836
 DG5836.The ellipsoidal height was determined by GPS observations
 DG5836.and is referenced to NAD 83.
 DG5836
 DG5836.The geoid height was determined by GEOID03.
 DG5836
 DG5836;                    North         East     Units Scale Factor Converg.
 DG5836;SPC MN C     -   247,630.916   741,551.734   MT  0.99992204   -0 32 56.8
 DG5836;UTM  15      - 5,132,201.970   345,350.248   MT  0.99989400   -1 27 12.2
 DG5836
 DG5836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5836!SPC MN C     -   0.99993952  x   0.99992204  =   0.99986157
 DG5836!UTM  15      -   0.99993952  x   0.99989400  =   0.99983353
 DG5836
 DG5836                          SUPERSEDED SURVEY CONTROL
 DG5836
 DG5836.No superseded survey control is available for this station.
 DG5836
 DG5836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4535032202(NAD 83)
 DG5836_MARKER: DD = SURVEY DISK
 DG5836_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5836_STAMPING: 7701 L 2002
 DG5836_MARK LOGO: MNDT  
 DG5836_PROJECTION: FLUSH
 DG5836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5836+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG5836_ROD/PIPE-DEPTH:  4.6 meters
 DG5836
 DG5836  HISTORY     - Date     Condition        Report By
 DG5836  HISTORY     - 2002     MONUMENTED       MNDT
 DG5836
 DG5836                          STATION DESCRIPTION
 DG5836
 DG5836'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG5836'4 MILES EAST OF HEWITT, 4.1 MILES EAST ALONG TRUNK HIGHWAY 210 FROM
 DG5836'JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 71 IN HEWITT, AT TRUNK
 DG5836'HIGHWAY 210 MILEPOINT 81.6, 236 FEET NORTH OF TRUNK HIGHWAY 210, 36.5
 DG5836'FEET EAST OF 171ST AVE, 2.7 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5415 ***********************************************************************
 DG5415  DESIGNATION -  7701 M
 DG5415  PID         -  DG5415
 DG5415  STATE/COUNTY-  MN/TODD
 DG5415  USGS QUAD   -  BERTHA (1969)
 DG5415
 DG5415                         *CURRENT SURVEY CONTROL
 DG5415  ___________________________________________________________________
 DG5415* NAD 83(1996)-  46 19 31.80145(N)    095 04 16.76256(W)     ADJUSTED  
 DG5415* NAVD 88     -       427.95   (meters)    1404.0    (feet)  LEVELING  
 DG5415  ___________________________________________________________________
 DG5415  X           -    -390,046.248 (meters)                     COMP
 DG5415  Y           -  -4,395,226.588 (meters)                     COMP
 DG5415  Z           -   4,590,596.995 (meters)                     COMP
 DG5415  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 DG5415  ELLIP HEIGHT-         401.23  (meters)          (05/07/04) GPS OBS
 DG5415  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 DG5415
 DG5415  HORZ ORDER  -  FIRST
 DG5415  VERT ORDER  -  THIRD ?
 DG5415  ELLP ORDER  -  FOURTH    CLASS I
 DG5415
 DG5415.The horizontal coordinates were established by GPS observations
 DG5415.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5415
 DG5415.The orthometric height was determined by differential leveling.
 DG5415.The vertical network tie was performed by a horz. field party for horz.
 DG5415.obs reductions. Reset procedures were used to establish the elevation.
 DG5415
 DG5415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5415
 DG5415.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5415
 DG5415.The ellipsoidal height was determined by GPS observations
 DG5415.and is referenced to NAD 83.
 DG5415
 DG5415.The geoid height was determined by GEOID03.
 DG5415
 DG5415;                    North         East     Units Scale Factor Converg.
 DG5415;SPC MN C     -   247,652.095   736,757.784   MT  0.99992204   -0 35 38.9
 DG5415;UTM  15      - 5,132,298.805   340,557.319   MT  0.99991250   -1 29 54.4
 DG5415
 DG5415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5415!SPC MN C     -   0.99993711  x   0.99992204  =   0.99985915
 DG5415!UTM  15      -   0.99993711  x   0.99991250  =   0.99984961
 DG5415
 DG5415                          SUPERSEDED SURVEY CONTROL
 DG5415
 DG5415.No superseded survey control is available for this station.
 DG5415
 DG5415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4055732299(NAD 83)
 DG5415_MARKER: DD = SURVEY DISK
 DG5415_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5415_STAMPING: 7701 M 2002
 DG5415_MARK LOGO: MNDT  
 DG5415_PROJECTION: FLUSH
 DG5415_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5415+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5415_ROD/PIPE-DEPTH:  7.6 meters
 DG5415
 DG5415  HISTORY     - Date     Condition        Report By
 DG5415  HISTORY     - 2002     MONUMENTED       MNDT
 DG5415  HISTORY     - 2003     GOOD             MNDT
 DG5415
 DG5415                          STATION DESCRIPTION
 DG5415
 DG5415'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG5415'1 MILES EAST OF HEWITT, 1.1 MILES EAST ALONG TRUNK HIGHWAY 210 FROM
 DG5415'JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 71 IN HEWITT, AT TRUNK
 DG5415'HIGHWAY 210 MILEPOINT 78.6, 88.1 FEET NORTH OF TRUNK HIGHWAY 210, 26.7
 DG5415'FEET EAST OF 141ST AVE, 11.7 FEET NORTH OF FENCE CORNER, 2.5 FEET WEST
 DG5415'OF WITNESS POST
 DG5415
 DG5415                          STATION RECOVERY (2003)
 DG5415
 DG5415'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DG5415'1 MI EAST OF HEWITT, 1.1 MI EAST ALONG TH 210 FROM JCT OF TH 210 AND
 DG5415'TH 71 IN HEWITT, AT TH  210 MP 78.6, 88.1 FT NORTH OF TH 210, 26.7 FT
 DG5415'EAST OF 141ST AVE, 11.7 FT NORTH OF FENCE COR, 2.5  FT WEST OF WIT
 DG5415'POST, FLUSH, MAGNETIC, SUITABLE FOR GPS, 25 FT ROD DEPTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0264 ***********************************************************************
 RO0264  DESIGNATION -  7702 A
 RO0264  PID         -  RO0264
 RO0264  STATE/COUNTY-  MN/TODD
 RO0264  USGS QUAD   -  STAPLES (1966)
 RO0264
 RO0264                         *CURRENT SURVEY CONTROL
 RO0264  ___________________________________________________________________
 RO0264* NAD 83(1986)-  46 21 48.     (N)    094 52 07.     (W)     SCALED    
 RO0264* NAVD 88     -       396.070  (meters)    1299.44   (feet)  ADJUSTED  
 RO0264  ___________________________________________________________________
 RO0264  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 RO0264  DYNAMIC HT  -         396.082 (meters)    1299.48  (feet)  COMP
 RO0264  MODELED GRAV-     980,631.8   (mgal)                       NAVD 88
 RO0264
 RO0264  VERT ORDER  -  SECOND    CLASS 0
 RO0264
 RO0264.The horizontal coordinates were scaled from a topographic map and have
 RO0264.an estimated accuracy of +/- 6 seconds.
 RO0264
 RO0264.The orthometric height was determined by differential leveling
 RO0264.and adjusted by the National Geodetic Survey in June 1991..
 RO0264
 RO0264.The geoid height was determined by GEOID03.
 RO0264
 RO0264.The dynamic height is computed by dividing the NAVD 88
 RO0264.geopotential number by the normal gravity value computed on the
 RO0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0264.degrees latitude (g = 980.6199 gals.).
 RO0264
 RO0264.The modeled gravity was interpolated from observed gravity values.
 RO0264
 RO0264;                    North         East    Units  Estimated Accuracy
 RO0264;SPC MN C     -   251,720.      752,400.      MT  (+/- 180 meters Scaled)
 RO0264
 RO0264                          SUPERSEDED SURVEY CONTROL
 RO0264
 RO0264  NGVD 29 (??/??/92)  395.857  (m)         1298.74   (f) ADJ UNCH    2 0
 RO0264
 RO0264.Superseded values are not recommended for survey control.
 RO0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0264.See file dsdata.txt to determine how the superseded data were derived.
 RO0264
 RO0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM562361(NAD 83)
 RO0264_MARKER: DB = BENCH MARK DISK
 RO0264_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0264+WITH SETTING: INTO GROUND
 RO0264_STAMPING: 7702 A 1973
 RO0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0264+STABILITY: SURFACE MOTION
 RO0264
 RO0264  HISTORY     - Date     Condition        Report By
 RO0264  HISTORY     - 1973     MONUMENTED       MNDT
 RO0264
 RO0264                          STATION DESCRIPTION
 RO0264
 RO0264'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0264'2.8 MI W FROM STAPLES.
 RO0264'THE MARK IS APPROXIMATELY 350 FEET SOUTH ON A DRIVEWAY FROM ITS
 RO0264'JUNCTION WITH TRUNK HIGHWAY 10 (MILEPOST 103.9) WHICH IS 3.7 MILES
 RO0264'MEASURED WESTERLY ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK
 RO0264'HIGHWAY 10 AND 210 IN STAPLES (6TH STREET AND 2ND AVENUE).  IT IS 34
 RO0264'FEET WEST OF DRIVEWAY SOUTH, 143.3 FEET SOUTH OF SOUTH RAIL OF THE
 RO0264'BURLINGTON NORTHERN RAILROAD, 60 FEET NORTH OF NORTHEAST CORNER OF A 6
 RO0264'FOOT BY 8 FOOT BELL TELEPHONE SHED, 81 FEET SOUTHWEST OF TELEGRAPH
 RO0264'POLE NUMBER 5400 AND 1.7 FEET EAST OF NORTH-SOUTH FENCE POST.  IT IS
 RO0264'1.2 FEET EAST OF A STEEL WITNESS POST, IS LEVEL WITH THE RAILROAD
 RO0264'TRACKS AND IS TWO FEET ABOVE THE LEVEL OF THE DRIVE.  THE MARK IS
 RO0264'CRIMPED ON A 5/8 INCH DIAMETER BY 28 FOOT LONG COPPER-COATED STEEL ROD
 RO0264'(MAGNETIC) DRIVEN FLUSH WITH THE GROUND.  NOTE-- ALL DISTANCES ARE
 RO0264'WITH RESPECT TO CENTERLINE UNLESS OTHERWISE STATED.  NE1/4 SECTION 5,
 RO0264'T 133N, R 33W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0265 ***********************************************************************
 RO0265  DESIGNATION -  7702 B
 RO0265  PID         -  RO0265
 RO0265  STATE/COUNTY-  MN/TODD
 RO0265  USGS QUAD   -  STAPLES (1966)
 RO0265
 RO0265                         *CURRENT SURVEY CONTROL
 RO0265  ___________________________________________________________________
 RO0265* NAD 83(1996)-  46 21 36.06777(N)    094 51 06.64260(W)     ADJUSTED  
 RO0265* NAVD 88     -       393.712  (meters)    1291.70   (feet)  ADJUSTED  
 RO0265  ___________________________________________________________________
 RO0265  X           -    -372,970.210 (meters)                     COMP
 RO0265  Y           -  -4,393,898.520 (meters)                     COMP
 RO0265  Z           -   4,593,221.061 (meters)                     COMP
 RO0265  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 RO0265  ELLIP HEIGHT-         366.76  (meters)          (05/07/04) GPS OBS
 RO0265  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 RO0265  DYNAMIC HT  -         393.722 (meters)    1291.74  (feet)  COMP
 RO0265  MODELED GRAV-     980,630.6   (mgal)                       NAVD 88
 RO0265
 RO0265  HORZ ORDER  -  FIRST
 RO0265  VERT ORDER  -  SECOND    CLASS 0
 RO0265  ELLP ORDER  -  FOURTH    CLASS I
 RO0265
 RO0265.The horizontal coordinates were established by GPS observations
 RO0265.and adjusted by the MN DEPT OF TRANSP in May 2004..
 RO0265
 RO0265.The orthometric height was determined by differential leveling
 RO0265.and adjusted by the National Geodetic Survey in June 1991..
 RO0265
 RO0265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0265
 RO0265.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0265
 RO0265.The ellipsoidal height was determined by GPS observations
 RO0265.and is referenced to NAD 83.
 RO0265
 RO0265.The geoid height was determined by GEOID03.
 RO0265
 RO0265.The dynamic height is computed by dividing the NAVD 88
 RO0265.geopotential number by the normal gravity value computed on the
 RO0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0265.degrees latitude (g = 980.6199 gals.).
 RO0265
 RO0265.The modeled gravity was interpolated from observed gravity values.
 RO0265
 RO0265;                    North         East     Units Scale Factor Converg.
 RO0265;SPC MN C     -   251,336.853   753,686.434   MT  0.99992212   -0 26 07.3
 RO0265;UTM  15      - 5,135,715.675   357,541.331   MT  0.99984947   -1 20 25.4
 RO0265
 RO0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0265!SPC MN C     -   0.99994251  x   0.99992212  =   0.99986463
 RO0265!UTM  15      -   0.99994251  x   0.99984947  =   0.99979199
 RO0265
 RO0265                          SUPERSEDED SURVEY CONTROL
 RO0265
 RO0265  NAD 83(1996)-  46 21 36.06831(N)    094 51 06.64116(W) AD(       ) 3
 RO0265  NAD 83(1986)-  46 21 36.06599(N)    094 51 06.63209(W) AD(       ) 3
 RO0265  NAD 27      -  46 21 36.20339(N)    094 51 05.55706(W) AD(       ) 3
 RO0265  NAVD 88 (05/07/04)  393.71   (m)         1291.7    (f) LEVELING    3  
 RO0265  NGVD 29 (??/??/92)  393.498  (m)         1291.00   (f) ADJ UNCH    2 0
 RO0265
 RO0265.Superseded values are not recommended for survey control.
 RO0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0265.See file dsdata.txt to determine how the superseded data were derived.
 RO0265
 RO0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5754135716(NAD 83)
 RO0265_MARKER: DD = SURVEY DISK
 RO0265_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 RO0265_STAMPING: 7702 B 1973
 RO0265_MARK LOGO: MNDT  
 RO0265_PROJECTION: FLUSH
 RO0265_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RO0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0265+SATELLITE: SATELLITE OBSERVATIONS - 2003
 RO0265_ROD/PIPE-DEPTH:  7.3 meters
 RO0265
 RO0265  HISTORY     - Date     Condition        Report By
 RO0265  HISTORY     - 1973     MONUMENTED       MNDT
 RO0265  HISTORY     - 1974     GOOD             MNDT
 RO0265  HISTORY     - 1974     GOOD             MNDT
 RO0265  HISTORY     - 2003     GOOD             MNDT
 RO0265
 RO0265                          STATION DESCRIPTION
 RO0265
 RO0265'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0265'2 MI W FROM STAPLES.
 RO0265'THE MARK IS 0.15 MILE SOUTH ON THE TOWNSHIP ROAD TO DOWE LAKE FROM ITS
 RO0265'JUNCTION WITH TRUNK HIGHWAY 10 (MILEPOST 104.7) WHICH IS 2.9 MILES
 RO0265'MEASURED WESTERLY ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK
 RO0265'HIGHWAYS 10 AND 210 IN STAPLES (6TH STREET AND 2ND AVENUE).  IT IS 72
 RO0265'FEET NORTH EXTENDED DRIVEWAY WEST (O. V. WHEELER FARM), 31 FEET EAST
 RO0265'OF TOWNSHIP ROAD, 83.2 FEET NORTHEAST OF BELL TELEPHONE CABLE MARKER,
 RO0265'0.6 FOOT WEST OF NORTH-SOUTH FENCE LINE, AND 107.4 FEET SOUTH OF POWER
 RO0265'POLE NUMBER 2 (NORTH-SOUTH POWER LINE).  THE MARK IS CRIMPED ON A 5/8
 RO0265'INCH DIAMETER BY 24 FOOT LONG COPPER COATED STEEL ROD (MAGNETIC)
 RO0265'DRIVEN FLUSH WITH THE GROUND.  IT IS ABOUT LEVEL WITH THE TOWNSHIP
 RO0265'ROAD.  NOTE-- ALL DISTANCES ARE WITH RESPECT TO CENTERLINE UNLESS
 RO0265'OTHERWISE STATED.  SE1/4 SECTION 4, T 133N, R 33W.
 RO0265
 RO0265                          STATION RECOVERY (1974)
 RO0265
 RO0265'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RO0265'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF TRUNK HIGHWAY 210
 RO0265'AND TRUNK HIGHWAY 10 IN STAPLES, GO WEST-NORTHWEST ON TRUNK
 RO0265'HIGHWAY 10 FOR 2.85 MILES TO A TOWNSHIP ROAD SOUTH,
 RO0265'TURN LEFT AND GO SOUTH ALONG THE TOWNSHIP ROAD FOR 0.2 MILE TO
 RO0265'THE MARK ON THE LEFT.
 RO0265'
 RO0265'THE STATION MARK, A STANDARD MHD VCM DISK STAMPED 7702 B 1973,
 RO0265'IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 24 FOOT LONG
 RO0265'DRIVEN COPPER COATED STEEL ROD THAT IS FLUSH WITH THE SURFACE
 RO0265'OF THE GROUND AND ABOUT LEVEL WITH THE TOWNSHIP ROAD.  THE MARK
 RO0265'IS 72 FEET NORTH OF AN EXTENDED DRIVEWAY WEST (O.V. WHEELER
 RO0265'FARM), 31 FEET EAST OF A TOWNSHIP ROAD, 83.2 FEET NORTHEAST OF A
 RO0265'BELL TELEPHONE CABLE MARKER, 0.6 FOOT WEST OF A NORTH-SOUTH
 RO0265'FENCELINE, AND 107.4 FEET SOUTH OF A POWER POLE.
 RO0265
 RO0265                          STATION RECOVERY (1974)
 RO0265
 RO0265'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RO0265'THE MARK WAS FOUND, AS DESCRIBED, 3.0 MILES WEST ALONG T.H. 10 FROM
 RO0265'THE JUNCTION OF T.H. 10 AND T.H. 210 IN STAPLES, THENCE, 0.15 MILES
 RO0265'SOUTH ALONG THE DOWER LAKE ROAD. IT IS 72 FEET NORTH OF THE EXTENDED
 RO0265'CENTER OF A FARM DRIVEWAY WEST, 107.4 FEET SOUTH OF POWER POLE NO. 2
 RO0265'(NORTH-SOUTH POWER LINE), 83.2 FEET NORTHEAST OF A BELL TELEPHONE
 RO0265'BURIED CABLE MARKER, 31 FEET EAST OF, AND LEVEL WITH THE CENTER OF
 RO0265'THE TOWNSHIP (DOWER LAKE) ROAD, 0.6 FEET WEST OF A FENCE LINE. IT IS
 RO0265'0.7 FEET NORTHWEST OF A STEEL WITNESS POST, CRIMPED TO 24 FEET OF
 RO0265'COPPER CLAD STEEL ROD SET FLUSH WITH THE GROUND.
 RO0265
 RO0265                          STATION RECOVERY (2003)
 RO0265
 RO0265'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 RO0265'3 MI WNW OF STAPLES, 2.85 MI WNW OF TH 210, 0.2 MI SOUTH OF TH 10 ON
 RO0265'245TH AVE, TO MP 104.75,  31 FT EAST OF GRAVEL RD (245TH AVE), 72 FT
 RO0265'NORTH OF EXTENDED DRIVEWAY WEST NO.50429, 0.6 FT  WEST OF N-S FENCE
 RO0265'LINE, 107.4 FT SOUTH OF P-POLE, 0.8 FT NORTH OF WIT POST, FLUSH.
 RO0265'MAGNETIC,  SUITABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0262 ***********************************************************************
 RO0262  DESIGNATION -  7702 C
 RO0262  PID         -  RO0262
 RO0262  STATE/COUNTY-  MN/TODD
 RO0262  USGS QUAD   -  STAPLES (1966)
 RO0262
 RO0262                         *CURRENT SURVEY CONTROL
 RO0262  ___________________________________________________________________
 RO0262* NAD 83(1986)-  46 21 24.     (N)    094 49 55.     (W)     SCALED    
 RO0262* NAVD 88     -       393.305  (meters)    1290.37   (feet)  ADJUSTED  
 RO0262  ___________________________________________________________________
 RO0262  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 RO0262  DYNAMIC HT  -         393.315 (meters)    1290.40  (feet)  COMP
 RO0262  MODELED GRAV-     980,629.3   (mgal)                       NAVD 88
 RO0262
 RO0262  VERT ORDER  -  SECOND    CLASS 0
 RO0262
 RO0262.The horizontal coordinates were scaled from a topographic map and have
 RO0262.an estimated accuracy of +/- 6 seconds.
 RO0262
 RO0262.The orthometric height was determined by differential leveling
 RO0262.and adjusted by the National Geodetic Survey in June 1991..
 RO0262
 RO0262.The geoid height was determined by GEOID03.
 RO0262
 RO0262.The dynamic height is computed by dividing the NAVD 88
 RO0262.geopotential number by the normal gravity value computed on the
 RO0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0262.degrees latitude (g = 980.6199 gals.).
 RO0262
 RO0262.The modeled gravity was interpolated from observed gravity values.
 RO0262
 RO0262;                    North         East    Units  Estimated Accuracy
 RO0262;SPC MN C     -   250,950.      755,220.      MT  (+/- 180 meters Scaled)
 RO0262
 RO0262                          SUPERSEDED SURVEY CONTROL
 RO0262
 RO0262  NGVD 29 (??/??/92)  393.090  (m)         1289.66   (f) ADJ UNCH    2 0
 RO0262
 RO0262.Superseded values are not recommended for survey control.
 RO0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0262.See file dsdata.txt to determine how the superseded data were derived.
 RO0262
 RO0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM590353(NAD 83)
 RO0262_MARKER: DD = SURVEY DISK
 RO0262_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0262+WITH SETTING: INTO GROUND
 RO0262_STAMPING: 7702 C 1973
 RO0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0262+STABILITY: SURFACE MOTION
 RO0262
 RO0262  HISTORY     - Date     Condition        Report By
 RO0262  HISTORY     - 1973     MONUMENTED       MNDT
 RO0262
 RO0262                          STATION DESCRIPTION
 RO0262
 RO0262'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0262'1 MI W FROM STAPLES.
 RO0262'THE MARK IS 0.15 MILE SOUTH OF THE JUNCTION OF A TOWNSHIP ROAD AND
 RO0262'TRUNK HIGHWAY 10 (MILEPOST 105.75) WHICH IS 1.9 MILES MEASURED
 RO0262'WESTERLY ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAYS 10
 RO0262'AND 210 IN STAPLES (6TH STREET AND 2ND AVENUE).  IT IS 56 FEET WEST OF
 RO0262'BURLINGTON NORTHERN RAILROAD YARD ENTRANCE ROAD, 346 FEET SOUTH OF
 RO0262'SOUTH RAIL IN SWITCH YARDS, 14 FEET WEST OF POWER POLE (NORTH-SOUTH
 RO0262'POWER LINE), 101.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF STOCKYARD
 RO0262'PENS, 175.7 FEET NORTH OF POWER POLE (NORTH-SOUTH AND EAST-WEST POWER
 RO0262'LINES) AND 1 FOOT NORTHWEST OF FENCE LINE.  IT IS 1 FOOT EAST OF A
 RO0262'STEEL WITNESS POST AND IS ABOUT LEVEL WITH TOWNSHIP ROD AND THE
 RO0262'RAILROAD TRACKS.  THE MARK IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY
 RO0262'28 FOOT LONG STEEL ROD (MAGNETIC) DRIVEN INTO THE GROUND. IT PROJECTS
 RO0262'2 INCHES ABOVE THE GROUND.  SW1/4 SECTION 3, T 133N, R 33W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0275 ***********************************************************************
 RO0275  DESIGNATION -  7702 D
 RO0275  PID         -  RO0275
 RO0275  STATE/COUNTY-  MN/TODD
 RO0275  USGS QUAD   -  STAPLES (1966)
 RO0275
 RO0275                         *CURRENT SURVEY CONTROL
 RO0275  ___________________________________________________________________
 RO0275* NAD 83(1986)-  46 21 36.     (N)    094 47 37.     (W)     SCALED    
 RO0275* NAVD 88     -       385.561  (meters)    1264.96   (feet)  ADJUSTED  
 RO0275  ___________________________________________________________________
 RO0275  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 RO0275  DYNAMIC HT  -         385.571 (meters)    1264.99  (feet)  COMP
 RO0275  MODELED GRAV-     980,628.1   (mgal)                       NAVD 88
 RO0275
 RO0275  VERT ORDER  -  SECOND    CLASS I
 RO0275
 RO0275.The horizontal coordinates were scaled from a topographic map and have
 RO0275.an estimated accuracy of +/- 6 seconds.
 RO0275
 RO0275.The orthometric height was determined by differential leveling
 RO0275.and adjusted by the National Geodetic Survey in June 1991..
 RO0275
 RO0275.The geoid height was determined by GEOID03.
 RO0275
 RO0275.The dynamic height is computed by dividing the NAVD 88
 RO0275.geopotential number by the normal gravity value computed on the
 RO0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0275.degrees latitude (g = 980.6199 gals.).
 RO0275
 RO0275.The modeled gravity was interpolated from observed gravity values.
 RO0275
 RO0275;                    North         East    Units  Estimated Accuracy
 RO0275;SPC MN C     -   251,300.      758,170.      MT  (+/- 180 meters Scaled)
 RO0275
 RO0275                          SUPERSEDED SURVEY CONTROL
 RO0275
 RO0275  NGVD 29 (??/??/92)  385.346  (m)         1264.26   (f) ADJ UNCH    2 0
 RO0275
 RO0275.Superseded values are not recommended for survey control.
 RO0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0275.See file dsdata.txt to determine how the superseded data were derived.
 RO0275
 RO0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM620356(NAD 83)
 RO0275_MARKER: DD = SURVEY DISK
 RO0275_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RO0275_SP_SET: WATER TANK FOOTING
 RO0275_STAMPING: 7702 D 1973
 RO0275_MARK LOGO: MNDT  
 RO0275_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RO0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0275+STABILITY: SURFACE MOTION
 RO0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0275+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2000
 RO0275
 RO0275  HISTORY     - Date     Condition        Report By
 RO0275  HISTORY     - 1973     MONUMENTED       MNDT
 RO0275  HISTORY     - 20000329 GOOD             MNDT
 RO0275
 RO0275                          STATION DESCRIPTION
 RO0275
 RO0275'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0275'IN STAPLES.
 RO0275'THE MARK IS SET IN DRILL HOLE IN A WATER TANK FOOTING THAT IS 2 BLOCKS
 RO0275'WEST AND FOUR BLOCKS NORTH OF THE JUNCTION OF TRUNK HIGHWAYS 10 AND
 RO0275'210 IN STAPLES NEAR THE INTERSECTION OF PARK AVENUE AND 4TH STREET
 RO0275'(NORTHEAST).  IT IS 110.3 FEET EAST OF THE EAST EDGE OF EAST CURB OF
 RO0275'4TH STREET NORTHEAST, 94.5 FEET SOUTH OF SOUTH EDGE OF SOUTH CURB OF
 RO0275'PARK AVENUE, 9.3 FEET NORTHEAST OF THE NORTHWEST CORNER FENCE AROUND
 RO0275'ELECTRIC SUBSTATION.  AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 RO0275'STREETS.  SW1/4 SECTION 1, T 133N, R 33W.
 RO0275
 RO0275                          STATION RECOVERY (2000)
 RO0275
 RO0275'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RO0275'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0278 ***********************************************************************
 RO0278  DESIGNATION -  7702 E
 RO0278  PID         -  RO0278
 RO0278  STATE/COUNTY-  MN/TODD
 RO0278  USGS QUAD   -  STAPLES (1966)
 RO0278
 RO0278                         *CURRENT SURVEY CONTROL
 RO0278  ___________________________________________________________________
 RO0278* NAD 83(1986)-  46 21 00.     (N)    094 45 37.     (W)     SCALED    
 RO0278* NAVD 88     -       378.560  (meters)    1241.99   (feet)  ADJUSTED  
 RO0278  ___________________________________________________________________
 RO0278  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 RO0278  DYNAMIC HT  -         378.569 (meters)    1242.02  (feet)  COMP
 RO0278  MODELED GRAV-     980,625.5   (mgal)                       NAVD 88
 RO0278
 RO0278  VERT ORDER  -  SECOND    CLASS I
 RO0278
 RO0278.The horizontal coordinates were scaled from a topographic map and have
 RO0278.an estimated accuracy of +/- 6 seconds.
 RO0278
 RO0278.The orthometric height was determined by differential leveling
 RO0278.and adjusted by the National Geodetic Survey in June 1991..
 RO0278
 RO0278.The geoid height was determined by GEOID03.
 RO0278
 RO0278.The dynamic height is computed by dividing the NAVD 88
 RO0278.geopotential number by the normal gravity value computed on the
 RO0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0278.degrees latitude (g = 980.6199 gals.).
 RO0278
 RO0278.The modeled gravity was interpolated from observed gravity values.
 RO0278
 RO0278;                    North         East    Units  Estimated Accuracy
 RO0278;SPC MN C     -   250,170.      760,730.      MT  (+/- 180 meters Scaled)
 RO0278
 RO0278                          SUPERSEDED SURVEY CONTROL
 RO0278
 RO0278  NGVD 29 (??/??/92)  378.352  (m)         1241.31   (f) ADJ UNCH    2 0
 RO0278
 RO0278.Superseded values are not recommended for survey control.
 RO0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0278.See file dsdata.txt to determine how the superseded data were derived.
 RO0278
 RO0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM645344(NAD 83)
 RO0278_MARKER: DD = SURVEY DISK
 RO0278_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RO0278_SP_SET: BOX CULVERT
 RO0278_STAMPING: 7702 E 1973
 RO0278_MARK LOGO: MNDT  
 RO0278_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RO0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0278+STABILITY: SURFACE MOTION
 RO0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0278+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 RO0278
 RO0278  HISTORY     - Date     Condition        Report By
 RO0278  HISTORY     - 1973     MONUMENTED       MNDT
 RO0278  HISTORY     - 20000301 GOOD             MNDT
 RO0278
 RO0278                          STATION DESCRIPTION
 RO0278
 RO0278'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0278'0.9 MI E FROM STAPLES.
 RO0278'THE MARK IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 4 FOOT BY
 RO0278'8 FOOT BOX CULVERT UNDER TRUNK HIGHWAYS 10 AND 210.  THAT IS 1.6 MILES
 RO0278'MEASURED EASTERLY ALONG TRUNK HIGHWAYS 10 AND 210 FROM THEIR JUNCTION
 RO0278'AT STAPLES.  IT IS AT MILEPOST 10.93.  IT IS 38.5 FEET SOUTH OF THE
 RO0278'CENTERLINE OF EAST BOUND TRUNK HIGHWAY 10 AT ENGINEERS STATION 1190+20
 RO0278'AND IS 4 FEET LOWER THAN THE HIGHWAY.  NE1/4 SECTION 7, T 133N, R 32W.
 RO0278
 RO0278                          STATION RECOVERY (2000)
 RO0278
 RO0278'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RO0278'THE MARK WAS RECOVERED AS DESCRIBED 39.4 FT (12.0 M) SOUTH OF EB TH
 RO0278'10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0283 ***********************************************************************
 RO0283  DESIGNATION -  7702 F
 RO0283  PID         -  RO0283
 RO0283  STATE/COUNTY-  MN/TODD
 RO0283  USGS QUAD   -  MOTLEY (1963)
 RO0283
 RO0283                         *CURRENT SURVEY CONTROL
 RO0283  ___________________________________________________________________
 RO0283* NAD 83(1986)-  46 20 54.     (N)    094 44 30.     (W)     SCALED    
 RO0283* NAVD 88     -       380.758  (meters)    1249.20   (feet)  ADJUSTED  
 RO0283  ___________________________________________________________________
 RO0283  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 RO0283  DYNAMIC HT  -         380.766 (meters)    1249.23  (feet)  COMP
 RO0283  MODELED GRAV-     980,624.5   (mgal)                       NAVD 88
 RO0283
 RO0283  VERT ORDER  -  SECOND    CLASS I
 RO0283
 RO0283.The horizontal coordinates were scaled from a topographic map and have
 RO0283.an estimated accuracy of +/- 6 seconds.
 RO0283
 RO0283.The orthometric height was determined by differential leveling
 RO0283.and adjusted by the National Geodetic Survey in June 2004..
 RO0283
 RO0283.The geoid height was determined by GEOID03.
 RO0283
 RO0283.The dynamic height is computed by dividing the NAVD 88
 RO0283.geopotential number by the normal gravity value computed on the
 RO0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0283.degrees latitude (g = 980.6199 gals.).
 RO0283
 RO0283.The modeled gravity was interpolated from observed gravity values.
 RO0283
 RO0283;                    North         East    Units  Estimated Accuracy
 RO0283;SPC MN C     -   249,980.      762,160.      MT  (+/- 180 meters Scaled)
 RO0283
 RO0283                          SUPERSEDED SURVEY CONTROL
 RO0283
 RO0283  NAVD 88 (06/15/91)  380.731  (m)         1249.12   (f) UNKNOWN     2 0
 RO0283  NGVD 29 (??/??/92)  380.524  (m)         1248.44   (f) ADJ UNCH    2 0
 RO0283
 RO0283.Superseded values are not recommended for survey control.
 RO0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0283.See file dsdata.txt to determine how the superseded data were derived.
 RO0283
 RO0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM659342(NAD 83)
 RO0283_MARKER: DB = BENCH MARK DISK
 RO0283_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RO0283_SP_SET: BOX CULVERT
 RO0283_STAMPING: 7702 F 1973
 RO0283_MARK LOGO: MNDT  
 RO0283_MAGNETIC: N = NO MAGNETIC MATERIAL
 RO0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0283+STABILITY: SURFACE MOTION
 RO0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0283+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1999
 RO0283
 RO0283  HISTORY     - Date     Condition        Report By
 RO0283  HISTORY     - 1973     MONUMENTED       MNDT
 RO0283  HISTORY     - 19991027 GOOD             MNDT
 RO0283  HISTORY     - 19991101 GOOD             MNDT
 RO0283
 RO0283                          STATION DESCRIPTION
 RO0283
 RO0283'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0283'1.8 MI W FROM STAPLES.
 RO0283'THE MARK IS 2.4 MILES MEASURED EASTERLY ALONG TRUNK HIGHWAYS 10 AND
 RO0283'210 FROM THEIR JUNCTION IN STAPLES AND IS SET IN THE SOUTHEAST CORNER
 RO0283'OF A 4 FOOT BY 6 FOOT BOX CULVERT UNDER TRUNK HIGHWAYS 10 AND 210. IT
 RO0283'IS AT MILEPOST 110.2.  IT IS 26.4 FEET SOUTH OF THE CENTERLINE OF
 RO0283'EASTBOUND TRUNK HIGHWAY 10 AT ENGINEERS STATION 1326+60 AND IS 2.5
 RO0283'FEET LOWER THAN THE HIGHWAY.  NE1/4 SECTION 8, T 133N, R 32W.
 RO0283
 RO0283                          STATION RECOVERY (1999)
 RO0283
 RO0283'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 RO0283'THE MARK WAS RECOVERED AS DESCRIBED.
 RO0283
 RO0283                          STATION RECOVERY (1999)
 RO0283
 RO0283'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 RO0283'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0286 ***********************************************************************
 RO0286  DESIGNATION -  7702 G
 RO0286  PID         -  RO0286
 RO0286  STATE/COUNTY-  MN/TODD
 RO0286  USGS QUAD   -  MOTLEY (1963)
 RO0286
 RO0286                         *CURRENT SURVEY CONTROL
 RO0286  ___________________________________________________________________
 RO0286* NAD 83(1996)-  46 20 46.18144(N)    094 43 31.97939(W)     ADJUSTED  
 RO0286* NAVD 88     -       383.390  (meters)    1257.84   (feet)  ADJUSTED  
 RO0286  ___________________________________________________________________
 RO0286  X           -    -363,375.214 (meters)                     COMP
 RO0286  Y           -  -4,395,813.690 (meters)                     COMP
 RO0286  Z           -   4,592,150.289 (meters)                     COMP
 RO0286  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 RO0286  ELLIP HEIGHT-         356.34  (meters)          (11/07/01) GPS OBS
 RO0286  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 RO0286  DYNAMIC HT  -         383.398 (meters)    1257.86  (feet)  COMP
 RO0286  MODELED GRAV-     980,623.5   (mgal)                       NAVD 88
 RO0286
 RO0286  HORZ ORDER  -  FIRST
 RO0286  VERT ORDER  -  SECOND    CLASS I
 RO0286  ELLP ORDER  -  FOURTH    CLASS I
 RO0286
 RO0286.The horizontal coordinates were established by GPS observations
 RO0286.and adjusted by the National Geodetic Survey in November 2001..
 RO0286
 RO0286.The orthometric height was determined by differential leveling
 RO0286.and adjusted by the National Geodetic Survey in June 2004..
 RO0286
 RO0286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0286
 RO0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0286
 RO0286.The ellipsoidal height was determined by GPS observations
 RO0286.and is referenced to NAD 83.
 RO0286
 RO0286.The geoid height was determined by GEOID03.
 RO0286
 RO0286.The dynamic height is computed by dividing the NAVD 88
 RO0286.geopotential number by the normal gravity value computed on the
 RO0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0286.degrees latitude (g = 980.6199 gals.).
 RO0286
 RO0286.The modeled gravity was interpolated from observed gravity values.
 RO0286
 RO0286;                    North         East     Units Scale Factor Converg.
 RO0286;SPC MN C     -   249,730.546   763,395.812   MT  0.99992204   -0 20 38.4
 RO0286;UTM  15      - 5,133,956.398   367,223.268   MT  0.99981671   -1 14 55.2
 RO0286
 RO0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0286!SPC MN C     -   0.99994414  x   0.99992204  =   0.99986619
 RO0286!UTM  15      -   0.99994414  x   0.99981671  =   0.99976086
 RO0286
 RO0286                          SUPERSEDED SURVEY CONTROL
 RO0286
 RO0286  NAD 83(1996)-  46 20 46.18091(N)    094 43 31.97602(W) AD(       ) 2
 RO0286  ELLIP H (03/16/99)  356.30   (m)                       GP(       ) 4 1
 RO0286  ELLIP H (11/21/91)  356.43   (m)                       GP(       ) 4 1
 RO0286  NAD 83(1986)-  46 20 46.18033(N)    094 43 31.96770(W) AD(       ) 2
 RO0286  NAVD 88 (06/15/91)  383.383  (m)         1257.82   (f) UNKNOWN     2 0
 RO0286  NGVD 29 (??/??/92)  383.177  (m)         1257.14   (f) ADJ UNCH    2 0
 RO0286
 RO0286.Superseded values are not recommended for survey control.
 RO0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0286.See file dsdata.txt to determine how the superseded data were derived.
 RO0286
 RO0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6722333956(NAD 83)
 RO0286_MARKER: DV = VERTICAL CONTROL DISK
 RO0286_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0286_SP_SET: COPPER-CLAD STEEL ROD
 RO0286_STAMPING: 7702 G 1973
 RO0286_MARK LOGO: MNDT  
 RO0286_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0286+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1999
 RO0286
 RO0286  HISTORY     - Date     Condition        Report By
 RO0286  HISTORY     - 1973     MONUMENTED       MNDT
 RO0286  HISTORY     - 19890911 GOOD             NGS
 RO0286  HISTORY     - 19991027 GOOD             MNDT
 RO0286
 RO0286                          STATION DESCRIPTION
 RO0286
 RO0286'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0286'2.6 MI E FROM STAPLES.
 RO0286'THE MARK IS 3.2 MILE MEASURED EASTERLY ALONG TRUNK HIGHWAYS 10 AND 210
 RO0286'FROM THEIR JUNCTION IN STAPLES.  IT IS 77 FEET SOUTH OF THE EASTBOUND
 RO0286'TRUNK HIGHWAYS 10 AND 210, 80.5 FEET NORTH OF THE NORTH RAIL OF THE
 RO0286'BURLINGTON NORTHERN RAILROAD, 49 FEET SOUTH OF TRUNK HIGHWAY 10
 RO0286'MILEPOST NUMBER 111, AND 161.1 FEET SOUTHWEST OF SOUTHEDGE OF CONCRETE
 RO0286'AT TRUNK HIGHWAY 10 STENCIL 1280.  IT IS 1 FOOT NORTH OF A STEEL
 RO0286'WITNESS POST AND IS ABOUT 5 FEET HIGHER THAN TRUNK HIGHWAY 10. THE
 RO0286'MARK IS CRIMPED ON A 5/8 INCH DIAMETER BY 32 FOOT LONG COPPER-COATED
 RO0286'STEEL ROD DRIVEN FLUSH WITH THE GROUND.  NOTE-- ALL DISTANCES ARE WITH
 RO0286'RESPECT TO CENTERLINE UNLESS OTHERWISE STATED. SE1/4 SECTION 9, T
 RO0286'133N, R 32W.
 RO0286
 RO0286                          STATION RECOVERY (1989)
 RO0286
 RO0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RO0286'THE STATION IS LOCATED ABOUT 5.7 KM (3.55 MI) EAST OF STAPLES, 32.3 KM
 RO0286'(20.05 MI) EAST-SOUTHEAST OF WADENA, ON THE HIGHWAY RIGHT-OF-WAY.
 RO0286'OWNERSHIP--STATE OF MINNESOTA.
 RO0286'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 10 AND 210 SOUTH
 RO0286'IN STAPLES, GO EASTERLY ON US HIGHWAY 10 AND TRUNK HIGHWAY 210 EAST
 RO0286'FOR 5.5 KM (3.40 MI) TO MILEPOST 111 AND THE STATION ON THE RIGHT ON A
 RO0286'SMALL BANK.
 RO0286'THE STATION MARK IS SET 23.5 M (77.1 FT) SOUTH OF THE HIGHWAY
 RO0286'EASTBOUND LANES CENTERLINE, 12.9 M (42.3 FT) SOUTH-SOUTHEAST OF
 RO0286'MILEPOST 111, 0.61 M (2.0 FT) EAST OF A CARSONITE WITNESS POST AND
 RO0286'0.31 M (1.0 FT)  NORTH OF A MNDT METAL WITNESS POST.
 RO0286'DESCRIBED BY R.D.BALL.
 RO0286
 RO0286                          STATION RECOVERY (1999)
 RO0286
 RO0286'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 RO0286'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RO0286'2.6 MI (4.2 KM) EAST OF STAPLES, 3.2 MI (5.1 KM) EAST OF JCT OF TH 10
 RO0286'AND TH 210, 77 FT (23.5 M) SOUTH OF EB TH 10, 80.5 FT (24.5 M) NORTH
 RO0286'OF NORTH RAIL OF RR, 49 FT (14.9 M) SOUTH OF MILEPOST 111, 2.0 FT (0.6
 RO0286'M) EAST OF WIT POST, RECESSED 2 INCH, MAGNETIC, SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0285 ***********************************************************************
 RO0285  DESIGNATION -  7702 H
 RO0285  PID         -  RO0285
 RO0285  STATE/COUNTY-  MN/TODD
 RO0285  USGS QUAD   -  MOTLEY (1963)
 RO0285
 RO0285                         *CURRENT SURVEY CONTROL
 RO0285  ___________________________________________________________________
 RO0285* NAD 83(1986)-  46 20 42.     (N)    094 42 25.     (W)     SCALED    
 RO0285* NAVD 88     -       375.134  (meters)    1230.75   (feet)  ADJUSTED  
 RO0285  ___________________________________________________________________
 RO0285  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 RO0285  DYNAMIC HT  -         375.141 (meters)    1230.78  (feet)  COMP
 RO0285  MODELED GRAV-     980,622.4   (mgal)                       NAVD 88
 RO0285
 RO0285  VERT ORDER  -  SECOND    CLASS I
 RO0285
 RO0285.The horizontal coordinates were scaled from a topographic map and have
 RO0285.an estimated accuracy of +/- 6 seconds.
 RO0285
 RO0285.The orthometric height was determined by differential leveling
 RO0285.and adjusted by the National Geodetic Survey in June 1991..
 RO0285
 RO0285.The geoid height was determined by GEOID03.
 RO0285
 RO0285.The dynamic height is computed by dividing the NAVD 88
 RO0285.geopotential number by the normal gravity value computed on the
 RO0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0285.degrees latitude (g = 980.6199 gals.).
 RO0285
 RO0285.The modeled gravity was interpolated from observed gravity values.
 RO0285
 RO0285;                    North         East    Units  Estimated Accuracy
 RO0285;SPC MN C     -   249,590.      764,830.      MT  (+/- 180 meters Scaled)
 RO0285
 RO0285                          SUPERSEDED SURVEY CONTROL
 RO0285
 RO0285  NGVD 29 (??/??/92)  374.928  (m)         1230.08   (f) ADJ UNCH    2 0
 RO0285
 RO0285.Superseded values are not recommended for survey control.
 RO0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0285.See file dsdata.txt to determine how the superseded data were derived.
 RO0285
 RO0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM686337(NAD 83)
 RO0285_MARKER: DB = BENCH MARK DISK
 RO0285_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RO0285_SP_SET: BOX CULVERT
 RO0285_STAMPING: 7702 H 1973
 RO0285_MARK LOGO: MNDT  
 RO0285_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RO0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0285+STABILITY: SURFACE MOTION
 RO0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0285+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1999
 RO0285
 RO0285  HISTORY     - Date     Condition        Report By
 RO0285  HISTORY     - 1973     MONUMENTED       MNDT
 RO0285  HISTORY     - 19991027 GOOD             MNDT
 RO0285
 RO0285                          STATION DESCRIPTION
 RO0285
 RO0285'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0285'2.5 MI W FROM MOTLEY.
 RO0285'THE MARK IS APPROXIMATELY 2.85 MILES MEASURED WESTERLY FROM THE
 RO0285'JUNCTION OF TRUNK HIGHWAYS 64 AND 210 AT MOTLEY SET IN THE SOUTHEAST
 RO0285'CORNER OF A 8 FOOT BY 10 FOOT BOX CULVERT UNDER TRUNK HIGHWAYS 10 AND
 RO0285'210.  IT IS AT MILEPOST 111.9.  IT IS 26.0 FT. SOUTH OF THE CENTERLINE
 RO0285'OF TRUNK HIGHWAYS 10 AND 210.  SW1/4 SECTION 10, T 133N, R 32W.
 RO0285
 RO0285                          STATION RECOVERY (1999)
 RO0285
 RO0285'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 RO0285'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0282 ***********************************************************************
 RO0282  DESIGNATION -  7702 J
 RO0282  PID         -  RO0282
 RO0282  STATE/COUNTY-  MN/TODD
 RO0282  USGS QUAD   -  MOTLEY (1963)
 RO0282
 RO0282                         *CURRENT SURVEY CONTROL
 RO0282  ___________________________________________________________________
 RO0282* NAD 83(1996)-  46 20 26.51213(N)    094 40 14.78283(W)     ADJUSTED  
 RO0282* NAVD 88     -       376.690  (meters)    1235.86   (feet)  ADJUSTED  
 RO0282  ___________________________________________________________________
 RO0282  X           -    -359,207.896 (meters)                     COMP
 RO0282  Y           -  -4,396,592.415 (meters)                     COMP
 RO0282  Z           -   4,591,726.133 (meters)                     COMP
 RO0282  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 RO0282  ELLIP HEIGHT-         349.61  (meters)          (11/07/01) GPS OBS
 RO0282  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 RO0282  DYNAMIC HT  -         376.696 (meters)    1235.88  (feet)  COMP
 RO0282  MODELED GRAV-     980,620.4   (mgal)                       NAVD 88
 RO0282
 RO0282  HORZ ORDER  -  FIRST
 RO0282  VERT ORDER  -  SECOND    CLASS I
 RO0282  ELLP ORDER  -  FOURTH    CLASS I
 RO0282
 RO0282.The horizontal coordinates were established by GPS observations
 RO0282.and adjusted by the National Geodetic Survey in November 2001..
 RO0282
 RO0282.The orthometric height was determined by differential leveling
 RO0282.and adjusted by the National Geodetic Survey in June 1991..
 RO0282
 RO0282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0282
 RO0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0282
 RO0282.The ellipsoidal height was determined by GPS observations
 RO0282.and is referenced to NAD 83.
 RO0282
 RO0282.The geoid height was determined by GEOID03.
 RO0282
 RO0282.The dynamic height is computed by dividing the NAVD 88
 RO0282.geopotential number by the normal gravity value computed on the
 RO0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0282.degrees latitude (g = 980.6199 gals.).
 RO0282
 RO0282.The modeled gravity was interpolated from observed gravity values.
 RO0282
 RO0282;                    North         East     Units Scale Factor Converg.
 RO0282;SPC MN C     -   249,099.411   767,608.844   MT  0.99992203   -0 18 15.8
 RO0282;UTM  15      - 5,133,258.908   371,425.340   MT  0.99980321   -1 12 32.0
 RO0282
 RO0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0282!SPC MN C     -   0.99994520  x   0.99992203  =   0.99986723
 RO0282!UTM  15      -   0.99994520  x   0.99980321  =   0.99974842
 RO0282
 RO0282                          SUPERSEDED SURVEY CONTROL
 RO0282
 RO0282  NAVD 88 (11/07/01)  376.69   (m)         1235.9    (f) LEVELING    3  
 RO0282  NGVD 29 (??/??/92)  376.480  (m)         1235.17   (f) ADJ UNCH    2 0
 RO0282
 RO0282.Superseded values are not recommended for survey control.
 RO0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0282.See file dsdata.txt to determine how the superseded data were derived.
 RO0282
 RO0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7142533259(NAD 83)
 RO0282_MARKER: DV = VERTICAL CONTROL DISK
 RO0282_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0282_STAMPING: 7702 J 1973
 RO0282_MARK LOGO: MNDT  
 RO0282_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0282+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1999
 RO0282
 RO0282  HISTORY     - Date     Condition        Report By
 RO0282  HISTORY     - 1973     MONUMENTED       MNDT
 RO0282  HISTORY     - 19991027 GOOD             MNDT
 RO0282
 RO0282                          STATION DESCRIPTION
 RO0282
 RO0282'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0282'0.8 MI W FROM MOTLEY.
 RO0282'THE MARK IS 1.1 MILE MEASURED WEST ALONG TRUNK HIGHWAY 10 FROM
 RO0282'JUNCTION OF TRUNK HIGHWAYS 10 AND 210 IN MOTLEY AT MILEPOST 114.4. IT
 RO0282'IS 115.8 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 10, 42 FEET NORTH OF
 RO0282'NORTH RAIL OF BURLINGTON NORTHERN RAILROAD, 197.2 FEET SOUTHWEST OF
 RO0282'SOUTH EDGE OF CONCRETE OF EAST BOUND TRUNK HIGHWAY 10 AT STENCIL 1240,
 RO0282'56.2 FT. NORTHWEST OF BURLINGTON RAILROAD MILEPOST 142, AND 83 FEET
 RO0282'WEST-SOUTHWEST OF A 10 INCH JACKPINE TREE.  IT IS 1.8 FEET NORTH OF A
 RO0282'STEEL WITNESS POST AND IS ABOUT 3 FEET HIGHER THAN TRUNK HIGHWAY 10
 RO0282'AND THE BURLINGTON NORTHERN RAILROAD.  THE MARK IS CRIMPED ON A 5/8
 RO0282'INCH BY 24 FOOT LONG COPPER-COATED STEEL ROD DRIVEN FLUSH WITH THE
 RO0282'GROUND.  NOTE-- ALL DISTANCES ARE WITH RESPECT TO CENTERLINE UNLESS
 RO0282'OTHERWISE STATED.  SW1/4 SECTION 12, T 133N, R 32W.
 RO0282
 RO0282                          STATION RECOVERY (1999)
 RO0282
 RO0282'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 RO0282'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RO0282'THE MARK IS LOCATED ABOUT 0.8 MI (1.3 KM) WEST OF MOTLEY, 1.1 MI (1.8
 RO0282'KM) WEST OF JCT OF TH 10 AND TH 210, 115.65 FT (35.25 M) SOUTH OF EB
 RO0282'TH 10, AT TH 10 MP 113.65, 42 FT (12.8 M) NORTH OF NORTH RAIL OF RR,
 RO0282'197.2 FT (60.1 M) SW OF SOUTH EDGE OF EB TH 10 AT STATION 1420, 56.2
 RO0282'FT (17.1 M) NE OF RR MILEPOST 142, 83 FT (25.3 M) WSW OF 10 INCH JACK
 RO0282'PINE TREE, 1.8 FT (0.5 M) NORTH OF WIT POST, MAGNETIC, SUITABLE FOR
 RO0282'GPS, RECESSED 1.0 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7167 ***********************************************************************
 AH7167  DESIGNATION -  7702 K
 AH7167  PID         -  AH7167
 AH7167  STATE/COUNTY-  MN/TODD
 AH7167  USGS QUAD   -  LINCOLN (1981)
 AH7167
 AH7167                         *CURRENT SURVEY CONTROL
 AH7167  ___________________________________________________________________
 AH7167* NAD 83(1986)-  46 13 03.     (N)    094 38 54.     (W)     SCALED    
 AH7167* NAVD 88     -       402.680  (meters)    1321.13   (feet)  ADJUSTED  
 AH7167  ___________________________________________________________________
 AH7167  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AH7167  DYNAMIC HT  -         402.680 (meters)    1321.13  (feet)  COMP
 AH7167  MODELED GRAV-     980,602.7   (mgal)                       NAVD 88
 AH7167
 AH7167  VERT ORDER  -  SECOND    CLASS I
 AH7167
 AH7167.The horizontal coordinates were scaled from a topographic map and have
 AH7167.an estimated accuracy of +/- 6 seconds.
 AH7167
 AH7167.The orthometric height was determined by differential leveling
 AH7167.and adjusted by the National Geodetic Survey in May 2000..
 AH7167
 AH7167.The geoid height was determined by GEOID03.
 AH7167
 AH7167.The dynamic height is computed by dividing the NAVD 88
 AH7167.geopotential number by the normal gravity value computed on the
 AH7167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7167.degrees latitude (g = 980.6199 gals.).
 AH7167
 AH7167.The modeled gravity was interpolated from observed gravity values.
 AH7167
 AH7167;                    North         East    Units  Estimated Accuracy
 AH7167;SPC MN C     -   235,400.      769,270.      MT  (+/- 180 meters Scaled)
 AH7167
 AH7167                          SUPERSEDED SURVEY CONTROL
 AH7167
 AH7167.No superseded survey control is available for this station.
 AH7167
 AH7167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM728195(NAD 83)
 AH7167_MARKER: DV = VERTICAL CONTROL DISK
 AH7167_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH7167_SP_SET: BRIDGE RAILING
 AH7167_STAMPING: 7702 K 1994
 AH7167_MARK LOGO: MNDT  
 AH7167_PROJECTION: FLUSH
 AH7167_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH7167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7167+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7167
 AH7167  HISTORY     - Date     Condition        Report By
 AH7167  HISTORY     - 1994     MONUMENTED       MNDT
 AH7167
 AH7167                          STATION DESCRIPTION
 AH7167
 AH7167'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7167'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NW OF THE TOWN OF LINCOLN,
 AH7167'IN THE RAILING AT THE SE COR OF WB TH 10 BRDG NO 77015 OVER THE RR
 AH7167'TRACKS, 0.05 MI (0.08 KM) NE ALONG TH 10 FROM THE JCT OF TH 10 AND CO
 AH7167'RD 7, AT TH 10 MP 123.25, 24.5 FT (7.5 M) SE OF WB TH 10, AND 10.8 FT
 AH7167'(3.3 M) NORTH OF THE SOUTH END OF THE BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7168 ***********************************************************************
 AH7168  DESIGNATION -  7702 L
 AH7168  PID         -  AH7168
 AH7168  STATE/COUNTY-  MN/TODD
 AH7168  USGS QUAD   -  LINCOLN (1981)
 AH7168
 AH7168                         *CURRENT SURVEY CONTROL
 AH7168  ___________________________________________________________________
 AH7168* NAD 83(1986)-  46 13 08.     (N)    094 39 00.     (W)     SCALED    
 AH7168* NAVD 88     -       402.584  (meters)    1320.81   (feet)  ADJUSTED  
 AH7168  ___________________________________________________________________
 AH7168  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AH7168  DYNAMIC HT  -         402.584 (meters)    1320.81  (feet)  COMP
 AH7168  MODELED GRAV-     980,602.7   (mgal)                       NAVD 88
 AH7168
 AH7168  VERT ORDER  -  SECOND    CLASS I
 AH7168
 AH7168.The horizontal coordinates were scaled from a topographic map and have
 AH7168.an estimated accuracy of +/- 6 seconds.
 AH7168
 AH7168.The orthometric height was determined by differential leveling
 AH7168.and adjusted by the National Geodetic Survey in May 2000..
 AH7168
 AH7168.The geoid height was determined by GEOID03.
 AH7168
 AH7168.The dynamic height is computed by dividing the NAVD 88
 AH7168.geopotential number by the normal gravity value computed on the
 AH7168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7168.degrees latitude (g = 980.6199 gals.).
 AH7168
 AH7168.The modeled gravity was interpolated from observed gravity values.
 AH7168
 AH7168;                    North         East    Units  Estimated Accuracy
 AH7168;SPC MN C     -   235,550.      769,140.      MT  (+/- 180 meters Scaled)
 AH7168
 AH7168                          SUPERSEDED SURVEY CONTROL
 AH7168
 AH7168.No superseded survey control is available for this station.
 AH7168
 AH7168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM727196(NAD 83)
 AH7168_MARKER: DV = VERTICAL CONTROL DISK
 AH7168_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH7168_SP_SET: BRIDGE RAILING
 AH7168_STAMPING: 7702 L 1994
 AH7168_MARK LOGO: MNDT  
 AH7168_PROJECTION: FLUSH
 AH7168_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH7168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7168+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7168
 AH7168  HISTORY     - Date     Condition        Report By
 AH7168  HISTORY     - 1994     MONUMENTED       MNDT
 AH7168
 AH7168                          STATION DESCRIPTION
 AH7168
 AH7168'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7168'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NW OF THE TOWN OF LINCOLN,
 AH7168'IN THE RAILING AT THE NW COR OF EB TH 10 BRDG NO 77016 OVER THE RR
 AH7168'TRACKS, 0.1 MI (0.2 KM) NE ALONG TH 10 FROM THE JCT OF TH 10 AND CO RD
 AH7168'7, AT TH 10 MP 123.2, 24 FT (7.3 M) WNW OF EB TH 10, 12.5 FT (3.8 M)
 AH7168'SOUTH OF THE NORTH END OF THE BRDG RAILING.  NO WITNESS POST WAS SET
 AH7168'AT THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7166 ***********************************************************************
 AH7166  DESIGNATION -  7702 M
 AH7166  PID         -  AH7166
 AH7166  STATE/COUNTY-  MN/TODD
 AH7166  USGS QUAD   -  LINCOLN (1981)
 AH7166
 AH7166                         *CURRENT SURVEY CONTROL
 AH7166  ___________________________________________________________________
 AH7166* NAD 83(1986)-  46 11 34.     (N)    094 38 51.     (W)     SCALED    
 AH7166* NAVD 88     -       431.865  (meters)    1416.88   (feet)  ADJUSTED  
 AH7166  ___________________________________________________________________
 AH7166  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 AH7166  DYNAMIC HT  -         431.866 (meters)    1416.88  (feet)  COMP
 AH7166  MODELED GRAV-     980,603.4   (mgal)                       NAVD 88
 AH7166
 AH7166  VERT ORDER  -  SECOND    CLASS I
 AH7166
 AH7166.The horizontal coordinates were scaled from a topographic map and have
 AH7166.an estimated accuracy of +/- 6 seconds.
 AH7166
 AH7166.The orthometric height was determined by differential leveling
 AH7166.and adjusted by the National Geodetic Survey in May 2000..
 AH7166
 AH7166.The geoid height was determined by GEOID03.
 AH7166
 AH7166.The dynamic height is computed by dividing the NAVD 88
 AH7166.geopotential number by the normal gravity value computed on the
 AH7166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7166.degrees latitude (g = 980.6199 gals.).
 AH7166
 AH7166.The modeled gravity was interpolated from observed gravity values.
 AH7166
 AH7166;                    North         East    Units  Estimated Accuracy
 AH7166;SPC MN C     -   232,650.      769,320.      MT  (+/- 180 meters Scaled)
 AH7166
 AH7166                          SUPERSEDED SURVEY CONTROL
 AH7166
 AH7166.No superseded survey control is available for this station.
 AH7166
 AH7166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM728167(NAD 83)
 AH7166_MARKER: DD = SURVEY DISK
 AH7166_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7166_STAMPING: 7702 M 1994
 AH7166_MARK LOGO: MNDT  
 AH7166_PROJECTION: FLUSH
 AH7166_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7166+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7166_ROD/PIPE-DEPTH: 24.4 meters
 AH7166
 AH7166  HISTORY     - Date     Condition        Report By
 AH7166  HISTORY     - 1994     MONUMENTED       MNDT
 AH7166
 AH7166                          STATION DESCRIPTION
 AH7166
 AH7166'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7166'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) SSW OF THE TOWN OF
 AH7166'LINCOLN, 1.75 MI (2.82 KM) SOUTH ALONG TH 10 FROM THE JCT OF TH 10 AND
 AH7166'CO RD 7 IN LINCOLN, AT TH 10 MP 125.9, 116.5 FT (35.5 M) WEST OF EB TH
 AH7166'10, 1.7 FT (0.5 M) SSE OF A P-POLE, 24 FT (7.3 M) NORTH OF AN ENT, 0.6
 AH7166'FT (18.3 CM) EAST OF A N-S FENCELINE, 8.0 FT (2.4 M) WEST OF A TEL
 AH7166'CABLE MARKER POST, AND 1.2 FT (0.4 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ4460 ***********************************************************************
 AJ4460  DESIGNATION -  7702 N
 AJ4460  PID         -  AJ4460
 AJ4460  STATE/COUNTY-  MN/TODD
 AJ4460  USGS QUAD   -  STAPLES (1966)
 AJ4460
 AJ4460                         *CURRENT SURVEY CONTROL
 AJ4460  ___________________________________________________________________
 AJ4460* NAD 83(1996)-  46 21 05.79860(N)    094 46 09.67743(W)     ADJUSTED  
 AJ4460* NAVD 88     -       380.530  (meters)    1248.46   (feet)  ADJUSTED  
 AJ4460  ___________________________________________________________________
 AJ4460  X           -    -366,699.285 (meters)                     COMP
 AJ4460  Y           -  -4,395,095.860 (meters)                     COMP
 AJ4460  Z           -   4,592,566.375 (meters)                     COMP
 AJ4460  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 AJ4460  ELLIP HEIGHT-         353.51  (meters)          (11/07/01) GPS OBS
 AJ4460  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AJ4460  DYNAMIC HT  -         380.539 (meters)    1248.48  (feet)  COMP
 AJ4460  MODELED GRAV-     980,626.0   (mgal)                       NAVD 88
 AJ4460
 AJ4460  HORZ ORDER  -  FIRST
 AJ4460  VERT ORDER  -  SECOND    CLASS I
 AJ4460  ELLP ORDER  -  FOURTH    CLASS I
 AJ4460
 AJ4460.The horizontal coordinates were established by GPS observations
 AJ4460.and adjusted by the National Geodetic Survey in November 2001..
 AJ4460
 AJ4460.The orthometric height was determined by differential leveling
 AJ4460.and adjusted by the National Geodetic Survey in June 2004..
 AJ4460
 AJ4460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4460
 AJ4460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ4460
 AJ4460.The ellipsoidal height was determined by GPS observations
 AJ4460.and is referenced to NAD 83.
 AJ4460
 AJ4460.The geoid height was determined by GEOID03.
 AJ4460
 AJ4460.The dynamic height is computed by dividing the NAVD 88
 AJ4460.geopotential number by the normal gravity value computed on the
 AJ4460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4460.degrees latitude (g = 980.6199 gals.).
 AJ4460
 AJ4460.The modeled gravity was interpolated from observed gravity values.
 AJ4460
 AJ4460;                    North         East     Units Scale Factor Converg.
 AJ4460;SPC MN C     -   250,357.387   760,028.055   MT  0.99992206   -0 22 32.5
 AJ4460;UTM  15      - 5,134,636.268   363,866.164   MT  0.99982781   -1 16 49.7
 AJ4460
 AJ4460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4460!SPC MN C     -   0.99994459  x   0.99992206  =   0.99986665
 AJ4460!UTM  15      -   0.99994459  x   0.99982781  =   0.99977241
 AJ4460
 AJ4460                          SUPERSEDED SURVEY CONTROL
 AJ4460
 AJ4460  NAVD 88 (11/07/01)  380.53   (m)         1248.5    (f) LEVELING    3  
 AJ4460
 AJ4460.Superseded values are not recommended for survey control.
 AJ4460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4460.See file dsdata.txt to determine how the superseded data were derived.
 AJ4460
 AJ4460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6386634636(NAD 83)
 AJ4460_MARKER: DD = SURVEY DISK
 AJ4460_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ4460_STAMPING: 7702 N 1999
 AJ4460_MARK LOGO: MNDT  
 AJ4460_PROJECTION: RECESSED 3 CENTIMETERS
 AJ4460_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ4460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4460+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ4460_ROD/PIPE-DEPTH:  4.6 meters
 AJ4460
 AJ4460  HISTORY     - Date     Condition        Report By
 AJ4460  HISTORY     - 1999     MONUMENTED       MNDT
 AJ4460
 AJ4460                          STATION DESCRIPTION
 AJ4460
 AJ4460'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ4460'1.15 MI (1.85 KM) EAST OF STAPLES, 1.15 MI (1.85 KM) EAST ALONG TH 10
 AJ4460'FROM JCT OF TH 10 AND TH 210 IN STAPLES, AT TH 10 MP 108.85, 77 FT
 AJ4460'(23.5 M) NORTH OF WB TH 10, 46 FT (14.0 M) EAST OF TOWNSHIP ROAD T57,
 AJ4460'3.3 FT (1.0 M) SOUTH OF FENCE, 8.8 FT (2.7 M) ESE OF FENCE COR, 9.6 FT
 AJ4460'(2.9 M) ESE OF CABLE MARKER, 24.3 FT (7.4 M) ESE OF P-POLE, 2.7 FT
 AJ4460'(0.8 M) SOUTH OF WIT POST, MAGNETIC, SUITABLE FOR GPS, RECESSED 1.0
 AJ4460'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6738 ***********************************************************************
 DG6738  DESIGNATION -  7704 A
 DG6738  PID         -  DG6738
 DG6738  STATE/COUNTY-  MN/TODD
 DG6738  USGS QUAD   -  LONG PRAIRIE (1977)
 DG6738
 DG6738                         *CURRENT SURVEY CONTROL
 DG6738  ___________________________________________________________________
 DG6738* NAD 83(1996)-  45 58 31.33501(N)    094 50 43.06177(W)     ADJUSTED  
 DG6738* NAVD 88     -       413.29   (meters)    1355.9    (feet)  LEVELING  
 DG6738  ___________________________________________________________________
 DG6738  X           -    -375,074.324 (meters)                     COMP
 DG6738  Y           -  -4,424,688.863 (meters)                     COMP
 DG6738  Z           -   4,563,623.482 (meters)                     COMP
 DG6738  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DG6738  ELLIP HEIGHT-         386.67  (meters)          (08/03/04) GPS OBS
 DG6738  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DG6738
 DG6738  HORZ ORDER  -  FIRST
 DG6738  VERT ORDER  -  THIRD ?
 DG6738  ELLP ORDER  -  FOURTH    CLASS I
 DG6738
 DG6738.The horizontal coordinates were established by GPS observations
 DG6738.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG6738
 DG6738.The orthometric height was determined by differential leveling.
 DG6738.The vertical network tie was performed by a horz. field party for horz.
 DG6738.obs reductions. Reset procedures were used to establish the elevation.
 DG6738
 DG6738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6738
 DG6738.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6738
 DG6738.The ellipsoidal height was determined by GPS observations
 DG6738.and is referenced to NAD 83.
 DG6738
 DG6738.The geoid height was determined by GEOID03.
 DG6738
 DG6738;                    North         East     Units Scale Factor Converg.
 DG6738;SPC MN C     -   208,581.933   753,869.163   MT  0.99994160   -0 25 50.3
 DG6738;UTM  15      - 5,092,966.491   357,051.966   MT  0.99985121   -1 19 37.4
 DG6738
 DG6738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6738!SPC MN C     -   0.99993939  x   0.99994160  =   0.99988099
 DG6738!UTM  15      -   0.99993939  x   0.99985121  =   0.99979060
 DG6738
 DG6738                          SUPERSEDED SURVEY CONTROL
 DG6738
 DG6738.No superseded survey control is available for this station.
 DG6738
 DG6738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5705292966(NAD 83)
 DG6738_MARKER: Z = SEE DESCRIPTION
 DG6738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6738_STAMPING: 7704 A 1969
 DG6738_MARK LOGO: MNDT  
 DG6738_PROJECTION: RECESSED 8 CENTIMETERS
 DG6738_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6738+STABILITY: SURFACE MOTION
 DG6738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6738+SATELLITE: SATELLITE OBSERVATIONS - 1969
 DG6738
 DG6738  HISTORY     - Date     Condition        Report By
 DG6738  HISTORY     - 1969     MONUMENTED       MNDT
 DG6738
 DG6738                          STATION DESCRIPTION
 DG6738
 DG6738'DESCRIBED BY MN DEPT OF TRANSP 1969
 DG6738'1.0 MILES EAST ALONG TRUNK HIGHWAY 27 FROM JUNCTION TRUNK HIGHWAY 27
 DG6738'AND TRUNK HIGHWAY 71 IN LONG PRAIRIE, AT TRUNK HIGHWAY 27 MILEPOINT
 DG6738'112.3, 73 FEET SOUTH OF TRUNK HIGHWAY 27, 5.6 FEET WEST OF POWER POLE,
 DG6738'0.8 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB9999 ***********************************************************************
 AB9999  CBN         -  This is a Cooperative Base Network Control Station.
 AB9999  DESIGNATION -  7704 B
 AB9999  PID         -  AB9999
 AB9999  STATE/COUNTY-  MN/TODD
 AB9999  USGS QUAD   -  LONG PRAIRIE (1977)
 AB9999
 AB9999                         *CURRENT SURVEY CONTROL
 AB9999  ___________________________________________________________________
 AB9999* NAD 83(1996)-  45 58 36.11522(N)    094 49 38.32125(W)     ADJUSTED  
 AB9999* NAVD 88     -       412.39   (meters)    1353.0    (feet)  LEVELING  
 AB9999  ___________________________________________________________________
 AB9999  X           -    -373,676.540 (meters)                     COMP
 AB9999  Y           -  -4,424,699.992 (meters)                     COMP
 AB9999  Z           -   4,563,725.410 (meters)                     COMP
 AB9999  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 AB9999  ELLIP HEIGHT-         385.77  (meters)          (01/15/97) GPS OBS
 AB9999  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AB9999
 AB9999  HORZ ORDER  -  B
 AB9999  VERT ORDER  -  THIRD ?
 AB9999  ELLP ORDER  -  FOURTH    CLASS I
 AB9999
 AB9999.The horizontal coordinates were established by GPS observations
 AB9999.and adjusted by the National Geodetic Survey in January 1997..
 AB9999
 AB9999.The orthometric height was determined by differential leveling.
 AB9999.The vertical network tie was performed by a horz. field party for horz.
 AB9999.obs reductions. Reset procedures were used to establish the elevation.
 AB9999
 AB9999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9999
 AB9999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9999
 AB9999.The ellipsoidal height was determined by GPS observations
 AB9999.and is referenced to NAD 83.
 AB9999
 AB9999.The geoid height was determined by GEOID03.
 AB9999
 AB9999;                    North         East     Units Scale Factor Converg.
 AB9999;SPC MN C     -   208,719.195   755,263.796   MT  0.99994146   -0 25 03.4
 AB9999;UTM  15      - 5,093,081.905   358,448.447   MT  0.99984632   -1 18 51.0
 AB9999
 AB9999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9999!SPC MN C     -   0.99993953  x   0.99994146  =   0.99988099
 AB9999!UTM  15      -   0.99993953  x   0.99984632  =   0.99978586
 AB9999
 AB9999                          SUPERSEDED SURVEY CONTROL
 AB9999
 AB9999.No superseded survey control is available for this station.
 AB9999
 AB9999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5844893082(NAD 83)
 AB9999_MARKER: DB = BENCH MARK DISK
 AB9999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9999_STAMPING: 7704 B 1969 1352.318
 AB9999_MARK LOGO: MNDT  
 AB9999_PROJECTION: FLUSH
 AB9999_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB9999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9999+STABILITY: SURFACE MOTION
 AB9999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9999+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 AB9999
 AB9999  HISTORY     - Date     Condition        Report By
 AB9999  HISTORY     - 1969     MONUMENTED       MNDT
 AB9999  HISTORY     - 19941115 GOOD             MNDT
 AB9999  HISTORY     - 20020423 GOOD             MNDT
 AB9999  HISTORY     - 20020828 GOOD             MNDT
 AB9999  HISTORY     - 2003     GOOD             MNDT
 AB9999  HISTORY     - 20040901 GOOD             MNDT
 AB9999  HISTORY     - 20041025 GOOD             USPSQD
 AB9999  HISTORY     - 20050411 GOOD             MNDT
 AB9999
 AB9999                          STATION DESCRIPTION
 AB9999
 AB9999'DESCRIBED BY MN DEPT OF TRANSP 1994 (DKH)
 AB9999'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 2
 AB9999'MI (3.2 KM) EAST OF THE TOWN OF LONG PRAIRIE IN THE SW 1/4 OF SECTION
 AB9999'15, T129N, R33W.  TO REACH THE MARK FROM THE JCT OF TH 71 AND TH 27 IN
 AB9999'LONG PRAIRIE, GO EAST ON TH 27 FOR 1.85 MI (2.98 KM) TO TH 27 MP 113.2
 AB9999'AND THE MARK ON THE LEFT.  THE MARK, A DISK SET IN A CONC MON, IS 68.5
 AB9999'FT (20.9 M) NORTH OF TH 27, 24.2 FT (7.4 M) ESE OF A P-POLE, AND 3.0
 AB9999'FT (0.9 M) WEST OF A WIT POST.  RECOVERED AND DESCRIBED BY DAVID K.
 AB9999'HERDER, TYPED BY D.J.E.
 AB9999
 AB9999                          STATION RECOVERY (2002)
 AB9999
 AB9999'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 AB9999'THE MARK WAS RECOVERED 1.85 MILE (2.98 KM) EAST OF THE JUNCTION OF
 AB9999'TRUNK HIGHWAY 71 AND 27 IN LONG PRAIRIE, 68.3 FT (20.8 M) NORTH OF THE
 AB9999'CENTER OF TRUNK HIGHWAY 27 AT MILEPOINT 113.15, 24.2 FT (7.4 M) ESE OF
 AB9999'POLE, 3 FT (0.9 M) FROM THE WITNESS POST.  THE MARK IS A MNHD
 AB9999'BENCHMARK DISK IN A CONCRETE MONUMENT, PROJECTS 2 INCHES, MAGNETIC.
 AB9999
 AB9999                          STATION RECOVERY (2002)
 AB9999
 AB9999'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 AB9999'1.85 MILES EAST OF LONG PRAIRIE, 1.85 MILES EAST ALONG TRUNK HIGHWAY
 AB9999'27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 71 IN LONG
 AB9999'PRAIRIE, AT TRUNK HIGHWAY 27 MILEPOINT 113.15, 68.3 FEET NORTH OF
 AB9999'TRUNK HIGHWAY 27, 24.2 FEET EAST-SOUTHEAST OF POWER POLE, 3.0 FEET
 AB9999'WEST FROM WITNESS POST
 AB9999
 AB9999                          STATION RECOVERY (2003)
 AB9999
 AB9999'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AB9999'1.85 MI EAST OF LONG PRAIRIE, 1.85 MI EAST ALONG TH 27 FROM JCT OF TH
 AB9999'27 AND  TH 71 IN LONG PRAIRIE, AT TH 27 MP 113.15, 68.3 FT NORTH OF TH
 AB9999'27, 24.2 FT ESE  OF P-POLE, 3.0 FT WEST FROM WIT POST, FLUSH,
 AB9999'MAGNETIC, SUITABLE FOR GPS
 AB9999
 AB9999                          STATION RECOVERY (2004)
 AB9999
 AB9999'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (CB)
 AB9999'1.85 MILES EAST OF LONG PRAIRIE, 1.85 MILES EAST ALONG TRUNK HIGHWAY
 AB9999'27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 71 IN LONG
 AB9999'PRAIRIE, AT TRUNK HIGHWAY 27 MILEPOINT 113.15, 68.3 FEET NORTH OF
 AB9999'TRUNK HIGHWAY 27, 24.2 FEET EAST-SOUTHEAST OF POWER POLE, 3.0 FEET
 AB9999'WEST FROM WITNESS POST
 AB9999
 AB9999                          STATION RECOVERY (2004)
 AB9999
 AB9999'RECOVERY NOTE BY US POWER SQUADRON 2004
 AB9999'RECOVERED IN GOOD CONDITION.
 AB9999
 AB9999                          STATION RECOVERY (2005)
 AB9999
 AB9999'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (SD)
 AB9999'1.85 MILES EAST OF LONG PRAIRIE, 1.85 MILES EAST ALONG TRUNK HIGHWAY
 AB9999'27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 71 IN LONG
 AB9999'PRAIRIE, AT TRUNK HIGHWAY 27 MILEPOINT 113.15, 68.3 FEET NORTH OF
 AB9999'TRUNK HIGHWAY 27, 24.2 FEET EAST-SOUTHEAST OF POWER POLE, 3.0 FEET
 AB9999'WEST FROM WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6739 ***********************************************************************
 DG6739  DESIGNATION -  7704 C
 DG6739  PID         -  DG6739
 DG6739  STATE/COUNTY-  MN/TODD
 DG6739  USGS QUAD   -  LONG PRAIRIE (1977)
 DG6739
 DG6739                         *CURRENT SURVEY CONTROL
 DG6739  ___________________________________________________________________
 DG6739* NAD 83(1996)-  45 58 36.32994(N)    094 47 54.77603(W)     ADJUSTED  
 DG6739* NAVD 88     -       408.58   (meters)    1340.5    (feet)  LEVELING  
 DG6739  ___________________________________________________________________
 DG6739  X           -    -371,454.667 (meters)                     COMP
 DG6739  Y           -  -4,424,879.625 (meters)                     COMP
 DG6739  Z           -   4,563,727.270 (meters)                     COMP
 DG6739  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 DG6739  ELLIP HEIGHT-         381.95  (meters)          (08/03/04) GPS OBS
 DG6739  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DG6739
 DG6739  HORZ ORDER  -  FIRST
 DG6739  VERT ORDER  -  THIRD ?
 DG6739  ELLP ORDER  -  FOURTH    CLASS I
 DG6739
 DG6739.The horizontal coordinates were established by GPS observations
 DG6739.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG6739
 DG6739.The orthometric height was determined by differential leveling.
 DG6739.The vertical network tie was performed by a horz. field party for horz.
 DG6739.obs reductions. Reset procedures were used to establish the elevation.
 DG6739
 DG6739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6739
 DG6739.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6739
 DG6739.The ellipsoidal height was determined by GPS observations
 DG6739.and is referenced to NAD 83.
 DG6739
 DG6739.The geoid height was determined by GEOID03.
 DG6739
 DG6739;                    North         East     Units Scale Factor Converg.
 DG6739;SPC MN C     -   208,709.983   757,492.633   MT  0.99994145   -0 23 48.5
 DG6739;UTM  15      - 5,093,037.822   360,676.647   MT  0.99983863   -1 17 36.5
 DG6739
 DG6739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6739!SPC MN C     -   0.99994013  x   0.99994145  =   0.99988158
 DG6739!UTM  15      -   0.99994013  x   0.99983863  =   0.99977877
 DG6739
 DG6739                          SUPERSEDED SURVEY CONTROL
 DG6739
 DG6739.No superseded survey control is available for this station.
 DG6739
 DG6739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6067793038(NAD 83)
 DG6739_MARKER: Z = SEE DESCRIPTION
 DG6739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6739_STAMPING: 7704 C 1969
 DG6739_MARK LOGO: MNDT  
 DG6739_PROJECTION: FLUSH
 DG6739_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6739+STABILITY: SURFACE MOTION
 DG6739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6739+SATELLITE: SATELLITE OBSERVATIONS - 1969
 DG6739
 DG6739  HISTORY     - Date     Condition        Report By
 DG6739  HISTORY     - 1969     MONUMENTED       MNDT
 DG6739
 DG6739                          STATION DESCRIPTION
 DG6739
 DG6739'DESCRIBED BY MN DEPT OF TRANSP 1969
 DG6739'3.25 MILES EAST ALONG TRUNK HIGHWAY 27 FROM JUNCTION OF TRUNK HIGHWAY
 DG6739'27 AND TRUNK HIGHWAY 71 IN LONG PRAIRIE, AT TRUNK HIGHWAY 27 MILEPOINT
 DG6739'114.55, 69 FEET NORTH OF TRUNK HIGHWAY 27, 3.2 FEET EAST OF R/W POST,
 DG6739'2.0 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5416 ***********************************************************************
 DG5416  DESIGNATION -  7704 F
 DG5416  PID         -  DG5416
 DG5416  STATE/COUNTY-  MN/TODD
 DG5416  USGS QUAD   -  SWANVILLE (1978)
 DG5416
 DG5416                         *CURRENT SURVEY CONTROL
 DG5416  ___________________________________________________________________
 DG5416* NAD 83(1996)-  45 58 35.25179(N)    094 43 14.27244(W)     ADJUSTED  
 DG5416* NAVD 88     -       375.43   (meters)    1231.7    (feet)  LEVELING  
 DG5416  ___________________________________________________________________
 DG5416  X           -    -365,436.918 (meters)                     COMP
 DG5416  Y           -  -4,425,381.578 (meters)                     COMP
 DG5416  Z           -   4,563,680.299 (meters)                     COMP
 DG5416  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 DG5416  ELLIP HEIGHT-         348.80  (meters)          (08/03/04) GPS OBS
 DG5416  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DG5416
 DG5416  HORZ ORDER  -  FIRST
 DG5416  VERT ORDER  -  THIRD ?
 DG5416  ELLP ORDER  -  FOURTH    CLASS I
 DG5416
 DG5416.The horizontal coordinates were established by GPS observations
 DG5416.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG5416
 DG5416.The orthometric height was determined by differential leveling.
 DG5416.The vertical network tie was performed by a horz. field party for horz.
 DG5416.obs reductions. Reset procedures were used to establish the elevation.
 DG5416
 DG5416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5416
 DG5416.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5416
 DG5416.The ellipsoidal height was determined by GPS observations
 DG5416.and is referenced to NAD 83.
 DG5416
 DG5416.The geoid height was determined by GEOID03.
 DG5416
 DG5416;                    North         East     Units Scale Factor Converg.
 DG5416;SPC MN C     -   208,637.851   763,530.243   MT  0.99994149   -0 20 25.6
 DG5416;UTM  15      - 5,092,871.219   366,711.705   MT  0.99981840   -1 14 14.7
 DG5416
 DG5416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5416!SPC MN C     -   0.99994532  x   0.99994149  =   0.99988682
 DG5416!UTM  15      -   0.99994532  x   0.99981840  =   0.99976373
 DG5416
 DG5416:                Primary Azimuth Mark                     Grid Az
 DG5416:SPC MN C     -  7704 K                                   273 00 13.8
 DG5416:UTM  15      -  7704 K                                   273 54 02.9
 DG5416
 DG5416|---------------------------------------------------------------------|
 DG5416| PID    Reference Object                     Distance      Geod. Az  |
 DG5416|                                                           dddmmss.s |
 DG5416| DG6741 7704 K                              APPROX. 1.0 KM 2723948.2 |
 DG5416|---------------------------------------------------------------------|
 DG5416
 DG5416                          SUPERSEDED SURVEY CONTROL
 DG5416
 DG5416.No superseded survey control is available for this station.
 DG5416
 DG5416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6671292871(NAD 83)
 DG5416_MARKER: F = FLANGE-ENCASED ROD
 DG5416_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5416+WITH SETTING: INFORMATION.
 DG5416_STAMPING: 7704 F 1969
 DG5416_MARK LOGO: MNDT  
 DG5416_PROJECTION: FLUSH
 DG5416_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5416+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5416
 DG5416  HISTORY     - Date     Condition        Report By
 DG5416  HISTORY     - 1969     MONUMENTED       MNDT
 DG5416  HISTORY     - 2002     GOOD             MNDT
 DG5416  HISTORY     - 2003     GOOD             MNDT
 DG5416
 DG5416                          STATION DESCRIPTION
 DG5416
 DG5416'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG5416'7.0 MI EAST OF LONG PRAIRIE, 7.05 MI EAST ALONG TH 27 FROM JCT OF TH
 DG5416'27 AND  TH 71 IN LONG PRAIRIE, AT TH 27 MP 118.30, 86 FT SOUTH OF TH
 DG5416'27, 48.0 FT EAST  OF 311TH AVE, 71.0 FT WSW OF R/W POST, 0.5 FT NORTH
 DG5416'OF WIT POST, FLUSH,  MAGNETIC, SUITABLE FOR GPS
 DG5416
 DG5416                          STATION RECOVERY (2003)
 DG5416
 DG5416'RECOVERY NOTE BY MN DEPT OF TRANSP 2003
 DG5416'7.0 MILES EAST OF LONG PRAIRIE, 7.05 MILES EAST ALONG TRUNK HIGHWAY 27
 DG5416'FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 71 IN LONG
 DG5416'PRAIRIE, AT TRUNK HIGHWAY 27 MILEPOINT 118.30, 86 FEET SOUTH OF TRUNK
 DG5416'HIGHWAY 27, 48.0 FEET EAST OF 311TH AVE, 71.0 FEET WEST-SOUTHWEST OF
 DG5416'R/W POST, 0.5 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6740 ***********************************************************************
 DG6740  DESIGNATION -  7704 H
 DG6740  PID         -  DG6740
 DG6740  STATE/COUNTY-  MN/TODD
 DG6740  USGS QUAD   -  SWANVILLE (1978)
 DG6740
 DG6740                         *CURRENT SURVEY CONTROL
 DG6740  ___________________________________________________________________
 DG6740* NAD 83(1996)-  45 58 37.18188(N)    094 40 05.39901(W)     ADJUSTED  
 DG6740* NAVD 88     -       370.91   (meters)    1216.9    (feet)  LEVELING  
 DG6740  ___________________________________________________________________
 DG6740  X           -    -361,380.771 (meters)                     COMP
 DG6740  Y           -  -4,425,668.514 (meters)                     COMP
 DG6740  Z           -   4,563,718.471 (meters)                     COMP
 DG6740  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DG6740  ELLIP HEIGHT-         344.29  (meters)          (08/03/04) GPS OBS
 DG6740  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DG6740
 DG6740  HORZ ORDER  -  FIRST
 DG6740  VERT ORDER  -  THIRD ?
 DG6740  ELLP ORDER  -  FOURTH    CLASS I
 DG6740
 DG6740.The horizontal coordinates were established by GPS observations
 DG6740.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG6740
 DG6740.The orthometric height was determined by differential leveling.
 DG6740.The vertical network tie was performed by a horz. field party for horz.
 DG6740.obs reductions. Reset procedures were used to establish the elevation.
 DG6740
 DG6740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6740
 DG6740.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6740
 DG6740.The ellipsoidal height was determined by GPS observations
 DG6740.and is referenced to NAD 83.
 DG6740
 DG6740.The geoid height was determined by GEOID03.
 DG6740
 DG6740;                    North         East     Units Scale Factor Converg.
 DG6740;SPC MN C     -   208,674.627   767,596.078   MT  0.99994143   -0 18 09.0
 DG6740;UTM  15      - 5,092,844.339   370,777.091   MT  0.99980528   -1 11 58.8
 DG6740
 DG6740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6740!SPC MN C     -   0.99994603  x   0.99994143  =   0.99988746
 DG6740!UTM  15      -   0.99994603  x   0.99980528  =   0.99975132
 DG6740
 DG6740                          SUPERSEDED SURVEY CONTROL
 DG6740
 DG6740.No superseded survey control is available for this station.
 DG6740
 DG6740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7077792844(NAD 83)
 DG6740_MARKER: Z = SEE DESCRIPTION
 DG6740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6740_STAMPING: 7704 H 1969
 DG6740_MARK LOGO: MNDT  
 DG6740_PROJECTION: RECESSED 5 CENTIMETERS
 DG6740_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6740+STABILITY: SURFACE MOTION
 DG6740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6740+SATELLITE: SATELLITE OBSERVATIONS - 1969
 DG6740
 DG6740  HISTORY     - Date     Condition        Report By
 DG6740  HISTORY     - 1969     MONUMENTED       MNDT
 DG6740
 DG6740                          STATION DESCRIPTION
 DG6740
 DG6740'DESCRIBED BY MN DEPT OF TRANSP 1969
 DG6740'9.5 MILES EAST ALONG TRUNK HIGHWAY 27 FROM JUNCTION OF TRUNK HIGHWAY
 DG6740'27 AND TRUNK HIGHWAY 71 IN LONG PRAIRIE, AT TRUNK HIGHWAY 27 MILEPOINT
 DG6740'120.8, 90 FEET NORTH OF TRUNK HIGHWAY 27, 116 FEET EAST OF 335TH AVE,
 DG6740'0.6 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6741 ***********************************************************************
 DG6741  DESIGNATION -  7704 K
 DG6741  PID         -  DG6741
 DG6741  STATE/COUNTY-  MN/TODD
 DG6741  USGS QUAD   -  SWANVILLE (1978)
 DG6741
 DG6741                         *CURRENT SURVEY CONTROL
 DG6741  ___________________________________________________________________
 DG6741* NAD 83(1996)-  45 58 36.75363(N)    094 44 00.65869(W)     ADJUSTED  
 DG6741* NAVD 88     -       372.91   (meters)    1223.5    (feet)  LEVELING  
 DG6741  ___________________________________________________________________
 DG6741  X           -    -366,429.223 (meters)                     COMP
 DG6741  Y           -  -4,425,264.309 (meters)                     COMP
 DG6741  Z           -   4,563,710.713 (meters)                     COMP
 DG6741  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 DG6741  ELLIP HEIGHT-         346.28  (meters)          (08/03/04) GPS OBS
 DG6741  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DG6741
 DG6741  HORZ ORDER  -  FIRST
 DG6741  VERT ORDER  -  THIRD ?
 DG6741  ELLP ORDER  -  FOURTH    CLASS I
 DG6741
 DG6741.The horizontal coordinates were established by GPS observations
 DG6741.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG6741
 DG6741.The orthometric height was determined by differential leveling.
 DG6741.The vertical network tie was performed by a horz. field party for horz.
 DG6741.obs reductions. Reset procedures were used to establish the elevation.
 DG6741
 DG6741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6741
 DG6741.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6741
 DG6741.The ellipsoidal height was determined by GPS observations
 DG6741.and is referenced to NAD 83.
 DG6741
 DG6741.The geoid height was determined by GEOID03.
 DG6741
 DG6741;                    North         East     Units Scale Factor Converg.
 DG6741;SPC MN C     -   208,690.231   762,532.059   MT  0.99994144   -0 20 59.2
 DG6741;UTM  15      - 5,092,939.210   365,714.585   MT  0.99982168   -1 14 48.1
 DG6741
 DG6741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6741!SPC MN C     -   0.99994572  x   0.99994144  =   0.99988716
 DG6741!UTM  15      -   0.99994572  x   0.99982168  =   0.99976741
 DG6741
 DG6741:                Primary Azimuth Mark                     Grid Az
 DG6741:SPC MN C     -  7704 F                                   093 00 14.1
 DG6741:UTM  15      -  7704 F                                   093 54 03.0
 DG6741
 DG6741|---------------------------------------------------------------------|
 DG6741| PID    Reference Object                     Distance      Geod. Az  |
 DG6741|                                                           dddmmss.s |
 DG6741| DG5416 7704 F                              APPROX. 1.0 KM 0923914.9 |
 DG6741|---------------------------------------------------------------------|
 DG6741
 DG6741                          SUPERSEDED SURVEY CONTROL
 DG6741
 DG6741.No superseded survey control is available for this station.
 DG6741
 DG6741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6571592939(NAD 83)
 DG6741_MARKER: DD = SURVEY DISK
 DG6741_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6741_STAMPING: 7704 K 2002
 DG6741_MARK LOGO: MNDT  
 DG6741_PROJECTION: FLUSH
 DG6741_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6741+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 DG6741_ROD/PIPE-DEPTH: 11.3 meters
 DG6741
 DG6741  HISTORY     - Date     Condition        Report By
 DG6741  HISTORY     - 2002     MONUMENTED       MNDT
 DG6741  HISTORY     - 20041025 GOOD             USPSQD
 DG6741
 DG6741                          STATION DESCRIPTION
 DG6741
 DG6741'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG6741'6.4 MILES EAST OF LONG PRAIRIE, 6.4 MILES EAST ALONG TRUNK HIGHWAY 27
 DG6741'FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 71 IN LONG
 DG6741'PRAIRIE, AT TRUNK HIGHWAY 27 MILEPOINT 117.7, 73 FEET NORTH OF TRUNK
 DG6741'HIGHWAY 27, 1 FEET SOUTH OF WITNESS POST
 DG6741
 DG6741                          STATION RECOVERY (2004)
 DG6741
 DG6741'RECOVERY NOTE BY US POWER SQUADRON 2004 (VO)
 DG6741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6742 ***********************************************************************
 DG6742  DESIGNATION -  7704 L
 DG6742  PID         -  DG6742
 DG6742  STATE/COUNTY-  MN/TODD
 DG6742  USGS QUAD   -  LONG PRAIRIE (1977)
 DG6742
 DG6742                         *CURRENT SURVEY CONTROL
 DG6742  ___________________________________________________________________
 DG6742* NAD 83(1996)-  45 58 36.63154(N)    094 45 08.67503(W)     ADJUSTED  
 DG6742* NAVD 88     -       416.20   (meters)    1365.5    (feet)  LEVELING  
 DG6742  ___________________________________________________________________
 DG6742  X           -    -367,891.161 (meters)                     COMP
 DG6742  Y           -  -4,425,175.912 (meters)                     COMP
 DG6742  Z           -   4,563,739.214 (meters)                     COMP
 DG6742  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 DG6742  ELLIP HEIGHT-         389.56  (meters)          (08/03/04) GPS OBS
 DG6742  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DG6742
 DG6742  HORZ ORDER  -  FIRST
 DG6742  VERT ORDER  -  THIRD ?
 DG6742  ELLP ORDER  -  FOURTH    CLASS I
 DG6742
 DG6742.The horizontal coordinates were established by GPS observations
 DG6742.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG6742
 DG6742.The orthometric height was determined by differential leveling.
 DG6742.The vertical network tie was performed by a horz. field party for horz.
 DG6742.obs reductions. Reset procedures were used to establish the elevation.
 DG6742
 DG6742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6742
 DG6742.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6742
 DG6742.The ellipsoidal height was determined by GPS observations
 DG6742.and is referenced to NAD 83.
 DG6742
 DG6742.The geoid height was determined by GEOID03.
 DG6742
 DG6742;                    North         East     Units Scale Factor Converg.
 DG6742;SPC MN C     -   208,695.574   761,067.993   MT  0.99994144   -0 21 48.4
 DG6742;UTM  15      - 5,092,967.466   364,250.953   MT  0.99982654   -1 15 37.0
 DG6742
 DG6742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6742!SPC MN C     -   0.99993893  x   0.99994144  =   0.99988038
 DG6742!UTM  15      -   0.99993893  x   0.99982654  =   0.99976548
 DG6742
 DG6742                          SUPERSEDED SURVEY CONTROL
 DG6742
 DG6742.No superseded survey control is available for this station.
 DG6742
 DG6742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6425192967(NAD 83)
 DG6742_MARKER: DD = SURVEY DISK
 DG6742_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6742_STAMPING: 7704 L 2002
 DG6742_MARK LOGO: MNDT  
 DG6742_PROJECTION: FLUSH
 DG6742_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6742+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 DG6742_ROD/PIPE-DEPTH:  8.2 meters
 DG6742
 DG6742  HISTORY     - Date     Condition        Report By
 DG6742  HISTORY     - 2002     MONUMENTED       MNDT
 DG6742  HISTORY     - 20041025 GOOD             USPSQD
 DG6742
 DG6742                          STATION DESCRIPTION
 DG6742
 DG6742'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG6742'5.5 MILES EAST OF LONG PRAIRIE, 5.5 MILES EAST ALONG TRUNK HIGHWAY 27
 DG6742'FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 71 IN LONG
 DG6742'PRAIRIE, AT TRUNK HIGHWAY 27 MILEPOINT 116.8, 128.6 FEET WEST OF 295TH
 DG6742'AVE, 74.4 FEET NORTH OF TRUNK HIGHWAY 27, 8 FEET EAST OF TELEPHONE
 DG6742'PEDESTAL, 0.8 FEET SOUTH OF WITNESS POST
 DG6742
 DG6742                          STATION RECOVERY (2004)
 DG6742
 DG6742'RECOVERY NOTE BY US POWER SQUADRON 2004 (VO)
 DG6742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6743 ***********************************************************************
 DG6743  DESIGNATION -  7704 M
 DG6743  PID         -  DG6743
 DG6743  STATE/COUNTY-  MN/TODD
 DG6743  USGS QUAD   -  LONG PRAIRIE (1977)
 DG6743
 DG6743                         *CURRENT SURVEY CONTROL
 DG6743  ___________________________________________________________________
 DG6743* NAD 83(1996)-  45 58 35.02064(N)    094 46 34.79977(W)     ADJUSTED  
 DG6743* NAVD 88     -       421.00   (meters)    1381.2    (feet)  LEVELING  
 DG6743  ___________________________________________________________________
 DG6743  X           -    -369,742.093 (meters)                     COMP
 DG6743  Y           -  -4,425,060.882 (meters)                     COMP
 DG6743  Z           -   4,563,708.099 (meters)                     COMP
 DG6743  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DG6743  ELLIP HEIGHT-         394.36  (meters)          (08/03/04) GPS OBS
 DG6743  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 DG6743
 DG6743  HORZ ORDER  -  FIRST
 DG6743  VERT ORDER  -  THIRD ?
 DG6743  ELLP ORDER  -  FOURTH    CLASS I
 DG6743
 DG6743.The horizontal coordinates were established by GPS observations
 DG6743.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG6743
 DG6743.The orthometric height was determined by differential leveling.
 DG6743.The vertical network tie was performed by a horz. field party for horz.
 DG6743.obs reductions. Reset procedures were used to establish the elevation.
 DG6743
 DG6743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6743
 DG6743.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6743
 DG6743.The ellipsoidal height was determined by GPS observations
 DG6743.and is referenced to NAD 83.
 DG6743
 DG6743.The geoid height was determined by GEOID03.
 DG6743
 DG6743;                    North         East     Units Scale Factor Converg.
 DG6743;SPC MN C     -   208,657.880   759,213.841   MT  0.99994149   -0 22 50.7
 DG6743;UTM  15      - 5,092,958.797   362,396.646   MT  0.99983277   -1 16 38.9
 DG6743
 DG6743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6743!SPC MN C     -   0.99993818  x   0.99994149  =   0.99987967
 DG6743!UTM  15      -   0.99993818  x   0.99983277  =   0.99977096
 DG6743
 DG6743                          SUPERSEDED SURVEY CONTROL
 DG6743
 DG6743.No superseded survey control is available for this station.
 DG6743
 DG6743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6239792959(NAD 83)
 DG6743_MARKER: DD = SURVEY DISK
 DG6743_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6743_STAMPING: 7704 Y 2002
 DG6743_MARK LOGO: MNDT  
 DG6743_PROJECTION: FLUSH
 DG6743_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6743+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 DG6743_ROD/PIPE-DEPTH: 10.7 meters
 DG6743
 DG6743  HISTORY     - Date     Condition        Report By
 DG6743  HISTORY     - 2002     MONUMENTED       MNDT
 DG6743  HISTORY     - 20041025 GOOD             USPSQD
 DG6743
 DG6743                          STATION DESCRIPTION
 DG6743
 DG6743'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG6743'4.35 MILES EAST OF LONG PRAIRIE, 4.35 MILES EAST ALONG TRUNK HIGHWAY
 DG6743'27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 71 IN LONG
 DG6743'PRAIRIE, AT TRUNK HIGHWAY 27 MILEPOINT 115.65, 74.3 FEET SOUTH OF
 DG6743'TRUNK HIGHWAY 27, 30.4 FEET WEST OF DRIVEWAY FIRE NO 28415, 3.7 FEET
 DG6743'WEST OF R/W POST, 0.7 FEET NORTH OF WITNESS POST
 DG6743
 DG6743                          STATION RECOVERY (2004)
 DG6743
 DG6743'RECOVERY NOTE BY US POWER SQUADRON 2004 (VO)
 DG6743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6781 ***********************************************************************
 DG6781  DESIGNATION -  7705 A
 DG6781  PID         -  DG6781
 DG6781  STATE/COUNTY-  MN/TODD
 DG6781  USGS QUAD   -  WARD SPRINGS (1977)
 DG6781
 DG6781                         *CURRENT SURVEY CONTROL
 DG6781  ___________________________________________________________________
 DG6781* NAD 83(1996)-  45 46 54.38996(N)    094 51 00.76274(W)     ADJUSTED  
 DG6781* NAVD 88     -       389.85   (meters)    1279.0    (feet)  LEVELING  
 DG6781  ___________________________________________________________________
 DG6781  X           -    -376,758.795 (meters)                     COMP
 DG6781  Y           -  -4,440,033.021 (meters)                     COMP
 DG6781  Z           -   4,548,625.383 (meters)                     COMP
 DG6781  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 DG6781  ELLIP HEIGHT-         363.25  (meters)          (07/30/04) GPS OBS
 DG6781  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DG6781
 DG6781  HORZ ORDER  -  FIRST
 DG6781  VERT ORDER  -  THIRD ?
 DG6781  ELLP ORDER  -  FOURTH    CLASS I
 DG6781
 DG6781.The horizontal coordinates were established by GPS observations
 DG6781.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6781
 DG6781.The orthometric height was determined by differential leveling.
 DG6781.The vertical network tie was performed by a horz. field party for horz.
 DG6781.obs reductions. Reset procedures were used to establish the elevation.
 DG6781
 DG6781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6781
 DG6781.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6781
 DG6781.The ellipsoidal height was determined by GPS observations
 DG6781.and is referenced to NAD 83.
 DG6781
 DG6781.The geoid height was determined by GEOID03.
 DG6781
 DG6781;                    North         East     Units Scale Factor Converg.
 DG6781;SPC MN C     -   187,068.442   753,325.091   MT  0.99996832   -0 26 03.1
 DG6781;UTM  15      - 5,071,466.289   356,172.288   MT  0.99985432   -1 19 34.5
 DG6781
 DG6781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6781!SPC MN C     -   0.99994306  x   0.99996832  =   0.99991138
 DG6781!UTM  15      -   0.99994306  x   0.99985432  =   0.99979738
 DG6781
 DG6781                          SUPERSEDED SURVEY CONTROL
 DG6781
 DG6781.No superseded survey control is available for this station.
 DG6781
 DG6781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5617271466(NAD 83)
 DG6781_MARKER: DD = SURVEY DISK
 DG6781_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6781_STAMPING: 7705 A 2002
 DG6781_MARK LOGO: MNDT  
 DG6781_PROJECTION: RECESSED 3 CENTIMETERS
 DG6781_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6781+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 DG6781_ROD/PIPE-DEPTH: 15.2 meters
 DG6781
 DG6781  HISTORY     - Date     Condition        Report By
 DG6781  HISTORY     - 2002     MONUMENTED       MNDT
 DG6781  HISTORY     - 20060828 GOOD             USPSQD
 DG6781
 DG6781                          STATION DESCRIPTION
 DG6781
 DG6781'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG6781'THE MARK IS 6.5 MI (10.5 KM) NE OF SAUK CENTRE, 5.45 MI (8.77 KM) EAST
 DG6781'ALONG TH 28 FROM JCT OF TH 28 AND TH 71 (1 MI NORTH OF SAUK CENTRE) ,
 DG6781'AT TH 28 MP 110.1, 72.5 FT (22.1 M) NORTH OF TH 28, 31 FT (9.4 M) EAST
 DG6781'OF RD, 77.0 FT (23.5 M) NE OF TEL-PEDESTAL, 2.6 FT (0.8 M) SOUTH OF
 DG6781'WIT POST, RECESSED 1 INCH, MAGNETIC, SUITABLE FOR GPS.  ROD DEPTH 50
 DG6781'FT.
 DG6781
 DG6781                          STATION RECOVERY (2006)
 DG6781
 DG6781'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 DG6781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6782 ***********************************************************************
 DG6782  DESIGNATION -  7705 B
 DG6782  PID         -  DG6782
 DG6782  STATE/COUNTY-  MN/TODD
 DG6782  USGS QUAD   -  WARD SPRINGS (1977)
 DG6782
 DG6782                         *CURRENT SURVEY CONTROL
 DG6782  ___________________________________________________________________
 DG6782* NAD 83(1996)-  45 46 51.12292(N)    094 49 40.16693(W)     ADJUSTED  
 DG6782* NAVD 88     -       391.08   (meters)    1283.1    (feet)  LEVELING  
 DG6782  ___________________________________________________________________
 DG6782  X           -    -375,030.026 (meters)                     COMP
 DG6782  Y           -  -4,440,252.781 (meters)                     COMP
 DG6782  Z           -   4,548,555.908 (meters)                     COMP
 DG6782  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 DG6782  ELLIP HEIGHT-         364.47  (meters)          (07/30/04) GPS OBS
 DG6782  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DG6782
 DG6782  HORZ ORDER  -  FIRST
 DG6782  VERT ORDER  -  THIRD ?
 DG6782  ELLP ORDER  -  FOURTH    CLASS I
 DG6782
 DG6782.The horizontal coordinates were established by GPS observations
 DG6782.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6782
 DG6782.The orthometric height was determined by differential leveling.
 DG6782.The vertical network tie was performed by a horz. field party for horz.
 DG6782.obs reductions. Reset procedures were used to establish the elevation.
 DG6782
 DG6782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6782
 DG6782.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6782
 DG6782.The ellipsoidal height was determined by GPS observations
 DG6782.and is referenced to NAD 83.
 DG6782
 DG6782.The geoid height was determined by GEOID03.
 DG6782
 DG6782;                    North         East     Units Scale Factor Converg.
 DG6782;SPC MN C     -   186,954.633   755,065.284   MT  0.99996847   -0 25 04.8
 DG6782;UTM  15      - 5,071,325.416   357,910.294   MT  0.99984821   -1 18 36.6
 DG6782
 DG6782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6782!SPC MN C     -   0.99994286  x   0.99996847  =   0.99991134
 DG6782!UTM  15      -   0.99994286  x   0.99984821  =   0.99979108
 DG6782
 DG6782                          SUPERSEDED SURVEY CONTROL
 DG6782
 DG6782.No superseded survey control is available for this station.
 DG6782
 DG6782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5791071325(NAD 83)
 DG6782_MARKER: DD = SURVEY DISK
 DG6782_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6782_STAMPING: 7705 B 2002
 DG6782_MARK LOGO: MNDT  
 DG6782_PROJECTION: RECESSED 3 CENTIMETERS
 DG6782_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6782+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2006
 DG6782_ROD/PIPE-DEPTH: 15.2 meters
 DG6782
 DG6782  HISTORY     - Date     Condition        Report By
 DG6782  HISTORY     - 2002     MONUMENTED       MNDT
 DG6782  HISTORY     - 20060828 GOOD             USPSQD
 DG6782
 DG6782                          STATION DESCRIPTION
 DG6782
 DG6782'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG6782'THE MARK IS 5 MI (8.0 KM) SW OF GREY EAGLE, 5.15 MI (8.29 KM) SW ALONG
 DG6782'TH 28 FROM JCT OF TH 28 AND TH 287 IN GREY EAGLE TO TH 28 MP 111.2,
 DG6782'THENCE 0.05 MI (0.08 KM) SOUTH ON ALFALFA DR, 32.3 FT (9.8 M) WEST OF
 DG6782'P-POLE, 29 FT (8.8 M) EAST OF ALFALFA DR, 2.5 FT (0.8 M) SOUTH OF WIT
 DG6782'POST, RECESSED 1 INCH, MAGNETIC, SUITABLE FOR GPS.  ROD DEPTH IS 50
 DG6782'FT.
 DG6782
 DG6782                          STATION RECOVERY (2006)
 DG6782
 DG6782'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 DG6782'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6783 ***********************************************************************
 DG6783  DESIGNATION -  7705 C
 DG6783  PID         -  DG6783
 DG6783  STATE/COUNTY-  MN/TODD
 DG6783  USGS QUAD   -  WARD SPRINGS (1977)
 DG6783
 DG6783                         *CURRENT SURVEY CONTROL
 DG6783  ___________________________________________________________________
 DG6783* NAD 83(1996)-  45 48 01.10146(N)    094 47 23.01413(W)     ADJUSTED  
 DG6783* NAVD 88     -       369.20   (meters)    1211.3    (feet)  LEVELING  
 DG6783  ___________________________________________________________________
 DG6783  X           -    -371,946.868 (meters)                     COMP
 DG6783  Y           -  -4,438,942.628 (meters)                     COMP
 DG6783  Z           -   4,550,046.812 (meters)                     COMP
 DG6783  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 DG6783  ELLIP HEIGHT-         342.59  (meters)          (07/30/04) GPS OBS
 DG6783  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DG6783
 DG6783  HORZ ORDER  -  FIRST
 DG6783  VERT ORDER  -  THIRD ?
 DG6783  ELLP ORDER  -  FOURTH    CLASS I
 DG6783
 DG6783.The horizontal coordinates were established by GPS observations
 DG6783.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6783
 DG6783.The orthometric height was determined by differential leveling.
 DG6783.The vertical network tie was performed by a horz. field party for horz.
 DG6783.obs reductions. Reset procedures were used to establish the elevation.
 DG6783
 DG6783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6783
 DG6783.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6783
 DG6783.The ellipsoidal height was determined by GPS observations
 DG6783.and is referenced to NAD 83.
 DG6783
 DG6783.The geoid height was determined by GEOID03.
 DG6783
 DG6783;                    North         East     Units Scale Factor Converg.
 DG6783;SPC MN C     -   189,094.144   758,042.664   MT  0.99996527   -0 23 25.6
 DG6783;UTM  15      - 5,073,418.029   360,920.267   MT  0.99983781   -1 16 59.8
 DG6783
 DG6783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6783!SPC MN C     -   0.99994629  x   0.99996527  =   0.99991157
 DG6783!UTM  15      -   0.99994629  x   0.99983781  =   0.99978411
 DG6783
 DG6783                          SUPERSEDED SURVEY CONTROL
 DG6783
 DG6783.No superseded survey control is available for this station.
 DG6783
 DG6783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6092073418(NAD 83)
 DG6783_MARKER: DD = SURVEY DISK
 DG6783_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6783_STAMPING: 7705 C 2002
 DG6783_MARK LOGO: MNDT  
 DG6783_PROJECTION: FLUSH
 DG6783_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6783+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6783_ROD/PIPE-DEPTH: 18.3 meters
 DG6783
 DG6783  HISTORY     - Date     Condition        Report By
 DG6783  HISTORY     - 2002     MONUMENTED       MNDT
 DG6783
 DG6783                          STATION DESCRIPTION
 DG6783
 DG6783'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG6783'THE MARK IS 2.75 MI (4.43 KM) SW OF GREY EAGLE, 2.65 MI (4.26 KM) SW
 DG6783'ALONG TH 28 FROM JCT OF TH 28 AND TH 287 IN GREY EAGLE, AT TH 28 MP
 DG6783'113.70, 89 FT (27.1 M) SE OF TH 28, 45.5 FT (13.9 M) SW OF CO RD 2,
 DG6783'12.9 FT (3.9 M) WEST OF CABLE PEDESTAL, 3.8 FT (1.2 M) SE OF WIT POST,
 DG6783'FLUSH, MAGNETIC, SUITABLE FOR GPS.  ROD DEPTH IS 60 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6784 ***********************************************************************
 DG6784  DESIGNATION -  7705 D
 DG6784  PID         -  DG6784
 DG6784  STATE/COUNTY-  MN/TODD
 DG6784  USGS QUAD   -  WARD SPRINGS (1977)
 DG6784
 DG6784                         *CURRENT SURVEY CONTROL
 DG6784  ___________________________________________________________________
 DG6784* NAD 83(1996)-  45 48 36.21074(N)    094 46 25.88805(W)     ADJUSTED  
 DG6784* NAVD 88     -       369.94   (meters)    1213.7    (feet)  LEVELING  
 DG6784  ___________________________________________________________________
 DG6784  X           -    -370,652.826 (meters)                     COMP
 DG6784  Y           -  -4,438,271.457 (meters)                     COMP
 DG6784  Z           -   4,550,803.022 (meters)                     COMP
 DG6784  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DG6784  ELLIP HEIGHT-         343.33  (meters)          (07/30/04) GPS OBS
 DG6784  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DG6784
 DG6784  HORZ ORDER  -  FIRST
 DG6784  VERT ORDER  -  THIRD ?
 DG6784  ELLP ORDER  -  FOURTH    CLASS I
 DG6784
 DG6784.The horizontal coordinates were established by GPS observations
 DG6784.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6784
 DG6784.The orthometric height was determined by differential leveling.
 DG6784.The vertical network tie was performed by a horz. field party for horz.
 DG6784.obs reductions. Reset procedures were used to establish the elevation.
 DG6784
 DG6784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6784
 DG6784.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6784
 DG6784.The ellipsoidal height was determined by GPS observations
 DG6784.and is referenced to NAD 83.
 DG6784
 DG6784.The geoid height was determined by GEOID03.
 DG6784
 DG6784;                    North         East     Units Scale Factor Converg.
 DG6784;SPC MN C     -   190,169.774   759,283.392   MT  0.99996371   -0 22 44.2
 DG6784;UTM  15      - 5,074,474.056   362,177.446   MT  0.99983353   -1 16 19.6
 DG6784
 DG6784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6784!SPC MN C     -   0.99994618  x   0.99996371  =   0.99990989
 DG6784!UTM  15      -   0.99994618  x   0.99983353  =   0.99977972
 DG6784
 DG6784                          SUPERSEDED SURVEY CONTROL
 DG6784
 DG6784.No superseded survey control is available for this station.
 DG6784
 DG6784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6217774474(NAD 83)
 DG6784_MARKER: DD = SURVEY DISK
 DG6784_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6784_STAMPING: 7705 D 2002
 DG6784_MARK LOGO: MNDT  
 DG6784_PROJECTION: FLUSH
 DG6784_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6784+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6784_ROD/PIPE-DEPTH: 33.5 meters
 DG6784
 DG6784  HISTORY     - Date     Condition        Report By
 DG6784  HISTORY     - 2002     MONUMENTED       MNDT
 DG6784
 DG6784                          STATION DESCRIPTION
 DG6784
 DG6784'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG6784'THE MARK IS 1.5 MI (2.4 KM) SW OF GREY EAGLE, 1.65 MI (2.66 KM) SW
 DG6784'ALONG TH 28 FROM JCT OF TH 28 AND TH 287 IN GREY EAGLE, AT TH 28 MP
 DG6784'114.70, 180 FT (54.9 M) SE OF TH 28, 26 FT (7.9 M) SW OF DRIVEWAY NO
 DG6784'28670, 19 FT (5.8 M) NE OF ENT, 2.2 FT (0.7 M) NE OF WIT POST, FLUSH,
 DG6784'MAGNETIC, SUITABLE FOR GPS.  ROD DEPTH IS 110 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6785 ***********************************************************************
 DG6785  DESIGNATION -  7705 E
 DG6785  PID         -  DG6785
 DG6785  STATE/COUNTY-  MN/TODD
 DG6785  USGS QUAD   -  BURTRUM (1978)
 DG6785
 DG6785                         *CURRENT SURVEY CONTROL
 DG6785  ___________________________________________________________________
 DG6785* NAD 83(1996)-  45 49 31.17791(N)    094 44 48.41126(W)     ADJUSTED  
 DG6785* NAVD 88     -       372.65   (meters)    1222.6    (feet)  LEVELING  
 DG6785  ___________________________________________________________________
 DG6785  X           -    -368,454.783 (meters)                     COMP
 DG6785  Y           -  -4,437,235.098 (meters)                     COMP
 DG6785  Z           -   4,551,987.797 (meters)                     COMP
 DG6785  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DG6785  ELLIP HEIGHT-         346.04  (meters)          (07/30/04) GPS OBS
 DG6785  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DG6785
 DG6785  HORZ ORDER  -  FIRST
 DG6785  VERT ORDER  -  THIRD ?
 DG6785  ELLP ORDER  -  FOURTH    CLASS I
 DG6785
 DG6785.The horizontal coordinates were established by GPS observations
 DG6785.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6785
 DG6785.The orthometric height was determined by differential leveling.
 DG6785.The vertical network tie was performed by a horz. field party for horz.
 DG6785.obs reductions. Reset procedures were used to establish the elevation.
 DG6785
 DG6785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6785
 DG6785.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6785
 DG6785.The ellipsoidal height was determined by GPS observations
 DG6785.and is referenced to NAD 83.
 DG6785
 DG6785.The geoid height was determined by GEOID03.
 DG6785
 DG6785;                    North         East     Units Scale Factor Converg.
 DG6785;SPC MN C     -   191,853.194   761,398.546   MT  0.99996132   -0 21 33.7
 DG6785;UTM  15      - 5,076,124.073   364,318.307   MT  0.99982633   -1 15 10.9
 DG6785
 DG6785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6785!SPC MN C     -   0.99994575  x   0.99996132  =   0.99990708
 DG6785!UTM  15      -   0.99994575  x   0.99982633  =   0.99977209
 DG6785
 DG6785:                Primary Azimuth Mark                     Grid Az
 DG6785:SPC MN C     -  7705 F                                   085 19 41.1
 DG6785:UTM  15      -  7705 F                                   086 13 18.3
 DG6785
 DG6785|---------------------------------------------------------------------|
 DG6785| PID    Reference Object                     Distance      Geod. Az  |
 DG6785|                                                           dddmmss.s |
 DG6785| DG6786 7705 F                              APPROX. 1.0 KM 0845807.4 |
 DG6785|---------------------------------------------------------------------|
 DG6785
 DG6785                          SUPERSEDED SURVEY CONTROL
 DG6785
 DG6785.No superseded survey control is available for this station.
 DG6785
 DG6785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6431876124(NAD 83)
 DG6785_MARKER: DD = SURVEY DISK
 DG6785_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6785_STAMPING: 7705 E 2002
 DG6785_MARK LOGO: MNDT  
 DG6785_PROJECTION: RECESSED 3 CENTIMETERS
 DG6785_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6785+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6785_ROD/PIPE-DEPTH:  9.1 meters
 DG6785
 DG6785  HISTORY     - Date     Condition        Report By
 DG6785  HISTORY     - 2002     MONUMENTED       MNDT
 DG6785
 DG6785                          STATION DESCRIPTION
 DG6785
 DG6785'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG6785'THE MARK IS IN GREY EAGLE, 0.1 MI (0.2 KM) EAST ALONG TH 28 FROM JCT
 DG6785'OF TH 28 AND TH 287 IN GREY EAGLE TO TH 28 MP 116.45, THENCE 0.05 MI
 DG6785'(0.08 KM) NORTH ON CO RD 102, 25.5 FT (7.8 M) EAST OF CO RD 102, 32.9
 DG6785'FT (10.0 M) NORTH OF CABLE PEDESTAL, 10.6 FT (3.2 M) WEST OF ASPHALT
 DG6785'PARKING AREA, 41 FT (12.5 M) SOUTH OF ENT, 163.2 FT (49.7 M) NNW OF NW
 DG6785'COR OF GREY EAGLE ELEMENTARY SCHOOL, 1.8 FT (0.5 M) EAST OF WIT POST,
 DG6785'RECESSED 1 INCH, MAGNETIC, SUITABLE FOR GPS.  ROD DEPTH IS 30 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6786 ***********************************************************************
 DG6786  DESIGNATION -  7705 F
 DG6786  PID         -  DG6786
 DG6786  STATE/COUNTY-  MN/TODD
 DG6786  USGS QUAD   -  BURTRUM (1978)
 DG6786
 DG6786                         *CURRENT SURVEY CONTROL
 DG6786  ___________________________________________________________________
 DG6786* NAD 83(1996)-  45 49 34.12636(N)    094 44 00.46216(W)     ADJUSTED  
 DG6786* NAVD 88     -       371.88   (meters)    1220.1    (feet)  LEVELING  
 DG6786  ___________________________________________________________________
 DG6786  X           -    -367,417.845 (meters)                     COMP
 DG6786  Y           -  -4,437,255.039 (meters)                     COMP
 DG6786  Z           -   4,552,050.697 (meters)                     COMP
 DG6786  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DG6786  ELLIP HEIGHT-         345.29  (meters)          (07/30/04) GPS OBS
 DG6786  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DG6786
 DG6786  HORZ ORDER  -  FIRST
 DG6786  VERT ORDER  -  THIRD ?
 DG6786  ELLP ORDER  -  FOURTH    CLASS I
 DG6786
 DG6786.The horizontal coordinates were established by GPS observations
 DG6786.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6786
 DG6786.The orthometric height was determined by differential leveling.
 DG6786.The vertical network tie was performed by a horz. field party for horz.
 DG6786.obs reductions. Reset procedures were used to establish the elevation.
 DG6786
 DG6786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6786
 DG6786.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6786
 DG6786.The ellipsoidal height was determined by GPS observations
 DG6786.and is referenced to NAD 83.
 DG6786
 DG6786.The geoid height was determined by GEOID03.
 DG6786
 DG6786;                    North         East     Units Scale Factor Converg.
 DG6786;SPC MN C     -   191,937.817   762,434.033   MT  0.99996120   -0 20 59.0
 DG6786;UTM  15      - 5,076,192.524   365,354.846   MT  0.99982288   -1 14 36.5
 DG6786
 DG6786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6786!SPC MN C     -   0.99994587  x   0.99996120  =   0.99990707
 DG6786!UTM  15      -   0.99994587  x   0.99982288  =   0.99976876
 DG6786
 DG6786:                Primary Azimuth Mark                     Grid Az
 DG6786:SPC MN C     -  7705 E                                   265 19 40.8
 DG6786:UTM  15      -  7705 E                                   266 13 18.3
 DG6786
 DG6786|---------------------------------------------------------------------|
 DG6786| PID    Reference Object                     Distance      Geod. Az  |
 DG6786|                                                           dddmmss.s |
 DG6786| DG6785 7705 E                              APPROX. 1.0 KM 2645841.8 |
 DG6786|---------------------------------------------------------------------|
 DG6786
 DG6786                          SUPERSEDED SURVEY CONTROL
 DG6786
 DG6786.No superseded survey control is available for this station.
 DG6786
 DG6786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6535576193(NAD 83)
 DG6786_MARKER: DD = SURVEY DISK
 DG6786_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6786_STAMPING: 7705 F 2002
 DG6786_MARK LOGO: MNDT  
 DG6786_PROJECTION: FLUSH
 DG6786_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6786+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6786_ROD/PIPE-DEPTH: 19.8 meters
 DG6786
 DG6786  HISTORY     - Date     Condition        Report By
 DG6786  HISTORY     - 2002     MONUMENTED       MNDT
 DG6786
 DG6786                          STATION DESCRIPTION
 DG6786
 DG6786'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG6786'THE MARK IS 0.5 MI (0.8 KM) EAST OF GREY EAGLE AT A REST AREA, 0.8 MI
 DG6786'(1.3 KM) EAST ALONG TH 28 FROM JCT OF TH 28 AND TH 287 IN GREY EAGLE,
 DG6786'AT TH 28 MP 117.15, 19.3 FT (5.9 M) SOUTH OF TH 28, AT BASS LAKE
 DG6786'ACCESS RAMP PARKING LOT, 28.5 FT (8.7 M) EAST OF WEST ENT TO FIRE NO
 DG6786'30775, 28.3 FT (8.6 M) WNW OF P-POLE, 3.2 FT (1.0 M) WEST OF WIT POST,
 DG6786'FLUSH, MAGNETIC, SUITABLE FOR GPS.  ROD DEPTH IS 65 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6787 ***********************************************************************
 DG6787  DESIGNATION -  7705 G
 DG6787  PID         -  DG6787
 DG6787  STATE/COUNTY-  MN/TODD
 DG6787  USGS QUAD   -  BURTRUM (1978)
 DG6787
 DG6787                         *CURRENT SURVEY CONTROL
 DG6787  ___________________________________________________________________
 DG6787* NAD 83(1996)-  45 50 45.57530(N)    094 42 36.17220(W)     ADJUSTED  
 DG6787* NAVD 88     -       392.37   (meters)    1287.3    (feet)  LEVELING  
 DG6787  ___________________________________________________________________
 DG6787  X           -    -365,475.760 (meters)                     COMP
 DG6787  Y           -  -4,435,841.861 (meters)                     COMP
 DG6787  Z           -   4,553,602.396 (meters)                     COMP
 DG6787  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 DG6787  ELLIP HEIGHT-         365.78  (meters)          (07/30/04) GPS OBS
 DG6787  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 DG6787
 DG6787  HORZ ORDER  -  FIRST
 DG6787  VERT ORDER  -  THIRD ?
 DG6787  ELLP ORDER  -  FOURTH    CLASS I
 DG6787
 DG6787.The horizontal coordinates were established by GPS observations
 DG6787.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6787
 DG6787.The orthometric height was determined by differential leveling.
 DG6787.The vertical network tie was performed by a horz. field party for horz.
 DG6787.obs reductions. Reset procedures were used to establish the elevation.
 DG6787
 DG6787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6787
 DG6787.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6787
 DG6787.The ellipsoidal height was determined by GPS observations
 DG6787.and is referenced to NAD 83.
 DG6787
 DG6787.The geoid height was determined by GEOID03.
 DG6787
 DG6787;                    North         East     Units Scale Factor Converg.
 DG6787;SPC MN C     -   194,132.803   764,266.130   MT  0.99995820   -0 19 58.1
 DG6787;UTM  15      - 5,078,358.355   367,220.708   MT  0.99981675   -1 13 37.5
 DG6787
 DG6787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6787!SPC MN C     -   0.99994266  x   0.99995820  =   0.99990086
 DG6787!UTM  15      -   0.99994266  x   0.99981675  =   0.99975942
 DG6787
 DG6787:                Primary Azimuth Mark                     Grid Az
 DG6787:SPC MN C     -  7705 H                                   046 28 12.3
 DG6787:UTM  15      -  7705 H                                   047 21 51.7
 DG6787
 DG6787|---------------------------------------------------------------------|
 DG6787| PID    Reference Object                     Distance      Geod. Az  |
 DG6787|                                                           dddmmss.s |
 DG6787| DG6788 7705 H                              APPROX. 1.2 KM 0460814.2 |
 DG6787|---------------------------------------------------------------------|
 DG6787
 DG6787                          SUPERSEDED SURVEY CONTROL
 DG6787
 DG6787.No superseded survey control is available for this station.
 DG6787
 DG6787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6722178358(NAD 83)
 DG6787_MARKER: DD = SURVEY DISK
 DG6787_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6787_STAMPING: 7705 G 2002
 DG6787_MARK LOGO: MNDT  
 DG6787_PROJECTION: RECESSED 3 CENTIMETERS
 DG6787_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6787+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6787_ROD/PIPE-DEPTH:  7.6 meters
 DG6787
 DG6787  HISTORY     - Date     Condition        Report By
 DG6787  HISTORY     - 2002     MONUMENTED       MNDT
 DG6787
 DG6787                          STATION DESCRIPTION
 DG6787
 DG6787'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG6787'THE MARK IS 2.5 MI (4.0 KM) NE OF GREY EAGLE, 2.75 MI (4.43 KM) NE
 DG6787'ALONG TH 28 FROM JCT OF TH 28 AND TH 287 IN GREY EAGLE, AT TH 28 MP
 DG6787'119.05, 121 FT (36.9 M) NW OF TH 28, 31 FT (9.4 M) SW OF 150TH ST,
 DG6787'16.0 FT (4.9 M) ESE OF POLE, 3.1 FT (0.9 M) NE OF WIT POST, RECESSED 1
 DG6787'INCH, MAGNETIC, SUITABLE FOR GPS.  ROD DEPTH IS 25 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6788 ***********************************************************************
 DG6788  DESIGNATION -  7705 H
 DG6788  PID         -  DG6788
 DG6788  STATE/COUNTY-  MN/TODD
 DG6788  USGS QUAD   -  BURTRUM (1978)
 DG6788
 DG6788                         *CURRENT SURVEY CONTROL
 DG6788  ___________________________________________________________________
 DG6788* NAD 83(1996)-  45 51 11.85124(N)    094 41 57.04340(W)     ADJUSTED  
 DG6788* NAVD 88     -       383.60   (meters)    1258.5    (feet)  LEVELING  
 DG6788  ___________________________________________________________________
 DG6788  X           -    -364,586.077 (meters)                     COMP
 DG6788  Y           -  -4,435,324.880 (meters)                     COMP
 DG6788  Z           -   4,554,161.233 (meters)                     COMP
 DG6788  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 DG6788  ELLIP HEIGHT-         357.04  (meters)          (07/30/04) GPS OBS
 DG6788  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DG6788
 DG6788  HORZ ORDER  -  FIRST
 DG6788  VERT ORDER  -  THIRD ?
 DG6788  ELLP ORDER  -  FOURTH    CLASS I
 DG6788
 DG6788.The horizontal coordinates were established by GPS observations
 DG6788.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6788
 DG6788.The orthometric height was determined by differential leveling.
 DG6788.The vertical network tie was performed by a horz. field party for horz.
 DG6788.obs reductions. Reset procedures were used to establish the elevation.
 DG6788
 DG6788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6788
 DG6788.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6788
 DG6788.The ellipsoidal height was determined by GPS observations
 DG6788.and is referenced to NAD 83.
 DG6788
 DG6788.The geoid height was determined by GEOID03.
 DG6788
 DG6788;                    North         East     Units Scale Factor Converg.
 DG6788;SPC MN C     -   194,939.168   765,114.972   MT  0.99995713   -0 19 29.7
 DG6788;UTM  15      - 5,079,151.258   368,081.910   MT  0.99981394   -1 13 10.0
 DG6788
 DG6788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6788!SPC MN C     -   0.99994403  x   0.99995713  =   0.99990116
 DG6788!UTM  15      -   0.99994403  x   0.99981394  =   0.99975798
 DG6788
 DG6788:                Primary Azimuth Mark                     Grid Az
 DG6788:SPC MN C     -  7705 G                                   226 28 11.9
 DG6788:UTM  15      -  7705 G                                   227 21 52.2
 DG6788
 DG6788|---------------------------------------------------------------------|
 DG6788| PID    Reference Object                     Distance      Geod. Az  |
 DG6788|                                                           dddmmss.s |
 DG6788| DG6787 7705 G                              APPROX. 1.2 KM 2260842.2 |
 DG6788|---------------------------------------------------------------------|
 DG6788
 DG6788                          SUPERSEDED SURVEY CONTROL
 DG6788
 DG6788.No superseded survey control is available for this station.
 DG6788
 DG6788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6808279151(NAD 83)
 DG6788_MARKER: DD = SURVEY DISK
 DG6788_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6788_STAMPING: 7705 H 2002
 DG6788_MARK LOGO: MNDT  
 DG6788_PROJECTION: FLUSH
 DG6788_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6788+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6788_ROD/PIPE-DEPTH: 13.4 meters
 DG6788
 DG6788  HISTORY     - Date     Condition        Report By
 DG6788  HISTORY     - 2002     MONUMENTED       MNDT
 DG6788
 DG6788                          STATION DESCRIPTION
 DG6788
 DG6788'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG6788'THE MARK IS 1 MI (1.6 KM) SW OF BURTRUM, 1.15 MI (1.85 KM) SW ALONG TH
 DG6788'28 FROM JCT OF TH 28 AND CO RD 13 IN BURTRUM TO TH 28 MP 119.8, THENCE
 DG6788'0.05 MI (0.08 KM) WEST ON 154TH ST, 29 FT (8.8 M) NORTH OF 154TH ST,
 DG6788'74 FT (22.6 M) EAST OF FIELD ENT, 32.9 FT (10.0 M) EAST OF P-POLE WITH
 DG6788'TRANSFORMER, 3.1 FT (0.9 M) WEST OF WIT POST, FLUSH, MAGNETIC,
 DG6788'SUITABLE FOR GPS.  ROD DEPTH IS 44 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5417 ***********************************************************************
 DG5417  DESIGNATION -  7705 J
 DG5417  PID         -  DG5417
 DG5417  STATE/COUNTY-  MN/TODD
 DG5417  USGS QUAD   -  BURTRUM (1978)
 DG5417
 DG5417                         *CURRENT SURVEY CONTROL
 DG5417  ___________________________________________________________________
 DG5417* NAD 83(1996)-  45 52 29.16653(N)    094 41 04.11770(W)     ADJUSTED  
 DG5417* NAVD 88     -       385.02   (meters)    1263.2    (feet)  LEVELING  
 DG5417  ___________________________________________________________________
 DG5417  X           -    -363,308.160 (meters)                     COMP
 DG5417  Y           -  -4,433,711.699 (meters)                     COMP
 DG5417  Z           -   4,555,824.607 (meters)                     COMP
 DG5417  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DG5417  ELLIP HEIGHT-         358.44  (meters)          (05/07/04) GPS OBS
 DG5417  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DG5417
 DG5417  HORZ ORDER  -  FIRST
 DG5417  VERT ORDER  -  THIRD ?
 DG5417  ELLP ORDER  -  FOURTH    CLASS I
 DG5417
 DG5417.The horizontal coordinates were established by GPS observations
 DG5417.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5417
 DG5417.The orthometric height was determined by differential leveling.
 DG5417.The vertical network tie was performed by a horz. field party for horz.
 DG5417.obs reductions. Reset procedures were used to establish the elevation.
 DG5417
 DG5417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5417
 DG5417.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5417
 DG5417.The ellipsoidal height was determined by GPS observations
 DG5417.and is referenced to NAD 83.
 DG5417
 DG5417.The geoid height was determined by GEOID03.
 DG5417
 DG5417;                    North         East     Units Scale Factor Converg.
 DG5417;SPC MN C     -   197,319.737   766,269.838   MT  0.99995408   -0 18 51.5
 DG5417;UTM  15      - 5,081,513.164   369,273.639   MT  0.99981009   -1 12 33.6
 DG5417
 DG5417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5417!SPC MN C     -   0.99994381  x   0.99995408  =   0.99989789
 DG5417!UTM  15      -   0.99994381  x   0.99981009  =   0.99975391
 DG5417
 DG5417:                Primary Azimuth Mark                     Grid Az
 DG5417:SPC MN C     -  7705 K                                   000 24 44.7
 DG5417:UTM  15      -  7705 K                                   001 18 26.8
 DG5417
 DG5417|---------------------------------------------------------------------|
 DG5417| PID    Reference Object                     Distance      Geod. Az  |
 DG5417|                                                           dddmmss.s |
 DG5417| DG6789 7705 K                              APPROX. 1.6 KM 0000553.2 |
 DG5417|---------------------------------------------------------------------|
 DG5417
 DG5417                          SUPERSEDED SURVEY CONTROL
 DG5417
 DG5417.No superseded survey control is available for this station.
 DG5417
 DG5417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6927481513(NAD 83)
 DG5417_MARKER: DD = SURVEY DISK
 DG5417_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5417_STAMPING: 7705 J 2002
 DG5417_MARK LOGO: MNDT  
 DG5417_PROJECTION: FLUSH
 DG5417_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5417+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 DG5417_ROD/PIPE-DEPTH:  9.1 meters
 DG5417
 DG5417  HISTORY     - Date     Condition        Report By
 DG5417  HISTORY     - 2002     MONUMENTED       MNDT
 DG5417  HISTORY     - 2003     GOOD             MNDT
 DG5417  HISTORY     - 20050411 GOOD             MNDT
 DG5417
 DG5417                          STATION DESCRIPTION
 DG5417
 DG5417'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG5417'THE MARK IS 0.5 MI (0.8 KM) NNE OF BURTRUM, 0.75 MI (1.21 KM) EAST AND
 DG5417'NORTH ALONG TH 28 FROM JCT OF TH 28 AND CO RD 13 IN BURTRUM, AT TH 28
 DG5417'MP 121.7, 109 FT (33.2 M) EAST OF TH 28, 35 FT (10.7 M) SOUTH OF 170TH
 DG5417'ST, 74.3 FT (22.6 M) EAST OF P-POLE, 2.8 FT (0.9 M) EAST OF WIT POST,
 DG5417'FLUSH, MAGNETIC, SUITABLE FOR GPS.  ROD DEPTH IS 30 FT.
 DG5417
 DG5417                          STATION RECOVERY (2003)
 DG5417
 DG5417'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DG5417'7.0 MI EAST OF LONG PRAIRIE, 7.05 MI EAST ALONG TH 27 FROM JCT OF TH
 DG5417'27 AND  TH 71 IN LONG PRAIRIE, AT TH 27 MP 118.30, 86 FT SOUTH OF TH
 DG5417'27, 48.0 FT EAST  OF 311TH AVE, 71.0 FT WSW OF R/W POST, 0.5 FT NORTH
 DG5417'OF WIT POST, FLUSH,  MAGNETIC, SUITABLE FOR GPS
 DG5417
 DG5417                          STATION RECOVERY (2005)
 DG5417
 DG5417'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (SD)
 DG5417'0.5 MILES NORTH-NORTHEAST OF BURTRUM, 0.75 MILES EAST AND NORTH ALONG
 DG5417'TRUNK HIGHWAY 28 FROM JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 13
 DG5417'IN BURTRUM, AT TRUNK HIGHWAY 28 MILEPOINT 121.7, 109.0 FEET EAST OF
 DG5417'TRUNK HIGHWAY 28, 35.0 FEET SOUTH OF 170TH STREET, 74.3 FEET EAST OF
 DG5417'POWER POLE, 2.8 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6789 ***********************************************************************
 DG6789  DESIGNATION -  7705 K
 DG6789  PID         -  DG6789
 DG6789  STATE/COUNTY-  MN/TODD
 DG6789  USGS QUAD   -  SWANVILLE (1978)
 DG6789
 DG6789                         *CURRENT SURVEY CONTROL
 DG6789  ___________________________________________________________________
 DG6789* NAD 83(1996)-  45 53 21.48266(N)    094 41 03.98942(W)     ADJUSTED  
 DG6789* NAVD 88     -       390.79   (meters)    1282.1    (feet)  LEVELING  
 DG6789  ___________________________________________________________________
 DG6789  X           -    -363,211.024 (meters)                     COMP
 DG6789  Y           -  -4,432,560.145 (meters)                     COMP
 DG6789  Z           -   4,556,953.255 (meters)                     COMP
 DG6789  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 DG6789  ELLIP HEIGHT-         364.22  (meters)          (07/30/04) GPS OBS
 DG6789  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DG6789
 DG6789  HORZ ORDER  -  FIRST
 DG6789  VERT ORDER  -  THIRD ?
 DG6789  ELLP ORDER  -  FOURTH    CLASS I
 DG6789
 DG6789.The horizontal coordinates were established by GPS observations
 DG6789.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6789
 DG6789.The orthometric height was determined by differential leveling.
 DG6789.The vertical network tie was performed by a horz. field party for horz.
 DG6789.obs reductions. Reset procedures were used to establish the elevation.
 DG6789
 DG6789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6789
 DG6789.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6789
 DG6789.The ellipsoidal height was determined by GPS observations
 DG6789.and is referenced to NAD 83.
 DG6789
 DG6789.The geoid height was determined by GEOID03.
 DG6789
 DG6789;                    North         East     Units Scale Factor Converg.
 DG6789;SPC MN C     -   198,934.868   766,281.463   MT  0.99995209   -0 18 51.4
 DG6789;UTM  15      - 5,083,127.685   369,310.492   MT  0.99980997   -1 12 34.5
 DG6789
 DG6789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6789!SPC MN C     -   0.99994290  x   0.99995209  =   0.99989500
 DG6789!UTM  15      -   0.99994290  x   0.99980997  =   0.99975289
 DG6789
 DG6789:                Primary Azimuth Mark                     Grid Az
 DG6789:SPC MN C     -  7705 J                                   180 24 44.7
 DG6789:UTM  15      -  7705 J                                   181 18 27.8
 DG6789
 DG6789|---------------------------------------------------------------------|
 DG6789| PID    Reference Object                     Distance      Geod. Az  |
 DG6789|                                                           dddmmss.s |
 DG6789| DG5417 7705 J                              APPROX. 1.6 KM 1800553.3 |
 DG6789|---------------------------------------------------------------------|
 DG6789
 DG6789                          SUPERSEDED SURVEY CONTROL
 DG6789
 DG6789.No superseded survey control is available for this station.
 DG6789
 DG6789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6931083128(NAD 83)
 DG6789_MARKER: DD = SURVEY DISK
 DG6789_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6789_STAMPING: 7705 K 2002
 DG6789_MARK LOGO: MNDT  
 DG6789_PROJECTION: RECESSED 3 CENTIMETERS
 DG6789_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6789+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6789_ROD/PIPE-DEPTH:  6.1 meters
 DG6789
 DG6789  HISTORY     - Date     Condition        Report By
 DG6789  HISTORY     - 2002     MONUMENTED       MNDT
 DG6789
 DG6789                          STATION DESCRIPTION
 DG6789
 DG6789'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG6789'THE MARK IS 1.5 MI (2.4 KM) NE OF BURTRUM, 1.8 MI (2.9 KM) NE ALONG TH
 DG6789'28 FROM JCT OF TH 28 AND CO RD 13 IN BURTRUM, AT TH 28 MP 122.75, 51.5
 DG6789'FT (15.7 M) NW OF TH 28, 70 FT (21.3 M) EAST OF 331ST AVE, 33.6 FT
 DG6789'(10.2 M) EAST OF CABLE PEDESTAL, 2.2 FT (0.7 M) SOUTH OF FENCE, 3.0 FT
 DG6789'(0.9 M) WEST OF WIT POST, RECESSED 1 INCH, MAGNETIC, SUITABLE FOR GPS.
 DG6789'ROD DEPTH IS 20 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6790 ***********************************************************************
 DG6790  DESIGNATION -  7705 L
 DG6790  PID         -  DG6790
 DG6790  STATE/COUNTY-  MN/TODD
 DG6790  USGS QUAD   -  SWANVILLE (1978)
 DG6790
 DG6790                         *CURRENT SURVEY CONTROL
 DG6790  ___________________________________________________________________
 DG6790* NAD 83(1996)-  45 54 13.91477(N)    094 39 11.36758(W)     ADJUSTED  
 DG6790* NAVD 88     -       361.66   (meters)    1186.5    (feet)  LEVELING  
 DG6790  ___________________________________________________________________
 DG6790  X           -    -360,694.811 (meters)                     COMP
 DG6790  Y           -  -4,431,578.896 (meters)                     COMP
 DG6790  Z           -   4,558,059.026 (meters)                     COMP
 DG6790  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DG6790  ELLIP HEIGHT-         335.08  (meters)          (07/30/04) GPS OBS
 DG6790  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DG6790
 DG6790  HORZ ORDER  -  FIRST
 DG6790  VERT ORDER  -  THIRD ?
 DG6790  ELLP ORDER  -  FOURTH    CLASS I
 DG6790
 DG6790.The horizontal coordinates were established by GPS observations
 DG6790.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6790
 DG6790.The orthometric height was determined by differential leveling.
 DG6790.The vertical network tie was performed by a horz. field party for horz.
 DG6790.obs reductions. Reset procedures were used to establish the elevation.
 DG6790
 DG6790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6790
 DG6790.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6790
 DG6790.The ellipsoidal height was determined by GPS observations
 DG6790.and is referenced to NAD 83.
 DG6790
 DG6790.The geoid height was determined by GEOID03.
 DG6790
 DG6790;                    North         East     Units Scale Factor Converg.
 DG6790;SPC MN C     -   200,540.761   768,717.731   MT  0.99995016   -0 17 29.9
 DG6790;UTM  15      - 5,084,695.076   371,771.204   MT  0.99980214   -1 11 14.7
 DG6790
 DG6790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6790!SPC MN C     -   0.99994747  x   0.99995016  =   0.99989763
 DG6790!UTM  15      -   0.99994747  x   0.99980214  =   0.99974962
 DG6790
 DG6790:                Primary Azimuth Mark                     Grid Az
 DG6790:SPC MN C     -  7705 M                                   025 47 22.8
 DG6790:UTM  15      -  7705 M                                   026 41 07.6
 DG6790
 DG6790|---------------------------------------------------------------------|
 DG6790| PID    Reference Object                     Distance      Geod. Az  |
 DG6790|                                                           dddmmss.s |
 DG6790| DG6791 7705 M                              APPROX. 1.6 KM 0252952.9 |
 DG6790|---------------------------------------------------------------------|
 DG6790
 DG6790                          SUPERSEDED SURVEY CONTROL
 DG6790
 DG6790.No superseded survey control is available for this station.
 DG6790
 DG6790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7177184695(NAD 83)
 DG6790_MARKER: DD = SURVEY DISK
 DG6790_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6790_STAMPING: 7705 L 2002
 DG6790_MARK LOGO: MNDT  
 DG6790_PROJECTION: FLUSH
 DG6790_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6790+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6790_ROD/PIPE-DEPTH: 21.3 meters
 DG6790
 DG6790  HISTORY     - Date     Condition        Report By
 DG6790  HISTORY     - 2002     MONUMENTED       MNDT
 DG6790
 DG6790                          STATION DESCRIPTION
 DG6790
 DG6790'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG6790'THE MARK IS 1 MI (1.6 KM) SW OF SWANVILLE, 1.1 MI (1.8 KM) SW ALONG TH
 DG6790'28 FROM JCT OF TH 28 AND CO RD 12 TO WEST IN SWANVILLE TO TH 28 MP
 DG6790'124.95, THENCE 0.05 MI (0.08 KM) WEST ON CO RD 104, 44 FT (13.4 M)
 DG6790'NORTH OF CO RD 104, 18.3 FT (5.6 M) SW OF FENCE COR POST, 13.6 FT (4.1
 DG6790'M) SW OF P-POLE WITH TRANSFORMER, 170 FT (51.8 M) EAST OF ENT TO NO
 DG6790'34512, 2.8 FT (0.9 M) WEST OF WIT POST, FLUSH, MAGNETIC, SUITABLE FOR
 DG6790'GPS.  ROD DEPTH IS 70 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6791 ***********************************************************************
 DG6791  DESIGNATION -  7705 M
 DG6791  PID         -  DG6791
 DG6791  STATE/COUNTY-  MN/TODD
 DG6791  USGS QUAD   -  SWANVILLE (1978)
 DG6791
 DG6791                         *CURRENT SURVEY CONTROL
 DG6791  ___________________________________________________________________
 DG6791* NAD 83(1996)-  45 55 01.80177(N)    094 38 38.64467(W)     ADJUSTED  
 DG6791* NAVD 88     -       355.76   (meters)    1167.2    (feet)  LEVELING  
 DG6791  ___________________________________________________________________
 DG6791  X           -    -359,905.440 (meters)                     COMP
 DG6791  Y           -  -4,430,573.453 (meters)                     COMP
 DG6791  Z           -   4,559,083.551 (meters)                     COMP
 DG6791  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DG6791  ELLIP HEIGHT-         329.17  (meters)          (07/30/04) GPS OBS
 DG6791  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 DG6791
 DG6791  HORZ ORDER  -  FIRST
 DG6791  VERT ORDER  -  THIRD ?
 DG6791  ELLP ORDER  -  FOURTH    CLASS I
 DG6791
 DG6791.The horizontal coordinates were established by GPS observations
 DG6791.and adjusted by the MN DEPT OF TRANSP in July 2004..
 DG6791
 DG6791.The orthometric height was determined by differential leveling.
 DG6791.The vertical network tie was performed by a horz. field party for horz.
 DG6791.obs reductions. Reset procedures were used to establish the elevation.
 DG6791
 DG6791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6791
 DG6791.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6791
 DG6791.The ellipsoidal height was determined by GPS observations
 DG6791.and is referenced to NAD 83.
 DG6791
 DG6791.The geoid height was determined by GEOID03.
 DG6791
 DG6791;                    North         East     Units Scale Factor Converg.
 DG6791;SPC MN C     -   202,015.624   769,430.379   MT  0.99994845   -0 17 06.2
 DG6791;UTM  15      - 5,086,158.398   372,506.717   MT  0.99979983   -1 10 52.1
 DG6791
 DG6791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6791!SPC MN C     -   0.99994840  x   0.99994845  =   0.99989685
 DG6791!UTM  15      -   0.99994840  x   0.99979983  =   0.99974824
 DG6791
 DG6791:                Primary Azimuth Mark                     Grid Az
 DG6791:SPC MN C     -  7705 L                                   205 47 22.6
 DG6791:UTM  15      -  7705 L                                   206 41 08.5
 DG6791
 DG6791|---------------------------------------------------------------------|
 DG6791| PID    Reference Object                     Distance      Geod. Az  |
 DG6791|                                                           dddmmss.s |
 DG6791| DG6790 7705 L                              APPROX. 1.6 KM 2053016.4 |
 DG6791|---------------------------------------------------------------------|
 DG6791
 DG6791                          SUPERSEDED SURVEY CONTROL
 DG6791
 DG6791.No superseded survey control is available for this station.
 DG6791
 DG6791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7250786158(NAD 83)
 DG6791_MARKER: DD = SURVEY DISK
 DG6791_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6791_STAMPING: 7705 M 2002
 DG6791_MARK LOGO: MNDT  
 DG6791_PROJECTION: RECESSED 3 CENTIMETERS
 DG6791_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6791+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6791_ROD/PIPE-DEPTH: 18.3 meters
 DG6791
 DG6791  HISTORY     - Date     Condition        Report By
 DG6791  HISTORY     - 2002     MONUMENTED       MNDT
 DG6791
 DG6791                          STATION DESCRIPTION
 DG6791
 DG6791'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG6791'THE MARK IS NORTH EDGE OF SWANVILLE, AT TH 28 MP 126.05, 92 FT (28.0
 DG6791'M) WEST OF TH 28, 50 FT (15.2 M) SOUTH OF CO RD 12 TO WEST, 31.1 FT
 DG6791'(9.5 M) WEST OF P-POLE, 86.5 FT (26.4 M) SSW OF SW COR OF HIGH VOLTAGE
 DG6791'FENCE, 2.9 FT (0.9 M) WEST OF WIT POST, RECESSED 1 INCH, MAGNETIC,
 DG6791'SUITABLE FOR GPS.  ROD DEPTH IS 60 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6744 ***********************************************************************
 DG6744  DESIGNATION -  7708 D
 DG6744  PID         -  DG6744
 DG6744  STATE/COUNTY-  MN/TODD
 DG6744  USGS QUAD   -  EAGLE BEND (1969)
 DG6744
 DG6744                         *CURRENT SURVEY CONTROL
 DG6744  ___________________________________________________________________
 DG6744* NAD 83(1996)-  46 09 06.85312(N)    095 00 30.50321(W)     ADJUSTED  
 DG6744* NAVD 88     -       414.11   (meters)    1358.6    (feet)  LEVELING  
 DG6744  ___________________________________________________________________
 DG6744  X           -    -386,440.659 (meters)                     COMP
 DG6744  Y           -  -4,409,526.295 (meters)                     COMP
 DG6744  Z           -   4,577,239.832 (meters)                     COMP
 DG6744  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 DG6744  ELLIP HEIGHT-         387.47  (meters)          (08/03/04) GPS OBS
 DG6744  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DG6744
 DG6744  HORZ ORDER  -  FIRST
 DG6744  VERT ORDER  -  THIRD ?
 DG6744  ELLP ORDER  -  FOURTH    CLASS I
 DG6744
 DG6744.The horizontal coordinates were established by GPS observations
 DG6744.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG6744
 DG6744.The orthometric height was determined by differential leveling.
 DG6744.The vertical network tie was performed by a horz. field party for horz.
 DG6744.obs reductions. Reset procedures were used to establish the elevation.
 DG6744
 DG6744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6744
 DG6744.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6744
 DG6744.The ellipsoidal height was determined by GPS observations
 DG6744.and is referenced to NAD 83.
 DG6744
 DG6744.The geoid height was determined by GEOID03.
 DG6744
 DG6744;                    North         East     Units Scale Factor Converg.
 DG6744;SPC MN C     -   228,309.868   741,412.326   MT  0.99992710   -0 32 55.2
 DG6744;UTM  15      - 5,112,886.072   344,906.648   MT  0.99989570   -1 26 55.5
 DG6744
 DG6744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6744!SPC MN C     -   0.99993926  x   0.99992710  =   0.99986637
 DG6744!UTM  15      -   0.99993926  x   0.99989570  =   0.99983497
 DG6744
 DG6744                          SUPERSEDED SURVEY CONTROL
 DG6744
 DG6744.No superseded survey control is available for this station.
 DG6744
 DG6744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4490712886(NAD 83)
 DG6744_MARKER: DD = SURVEY DISK
 DG6744_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6744_STAMPING: 7708 D 2002
 DG6744_MARK LOGO: MNDT  
 DG6744_PROJECTION: RECESSED 5 CENTIMETERS
 DG6744_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6744+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6744_ROD/PIPE-DEPTH: 10.7 meters
 DG6744
 DG6744  HISTORY     - Date     Condition        Report By
 DG6744  HISTORY     - 2002     MONUMENTED       MNDT
 DG6744
 DG6744                          STATION DESCRIPTION
 DG6744
 DG6744'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG6744'1.75 MILES SOUTHEAST OF EAGLE BEND, 1.85 MILES SOUTHEAST ALONG TRUNK
 DG6744'HIGHWAY 71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 22 IN
 DG6744'EAGLE BEND, AT TRUNK HIGHWAY 71 MILEPOINT 202.70, 84.5 FEET SOUTHWEST
 DG6744'OF TRUNK HIGHWAY 71, 17.5 FEET NORTHWEST OF ENTRANCE, 0.9 FEET
 DG6744'NORTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6745 ***********************************************************************
 DG6745  DESIGNATION -  7708 E
 DG6745  PID         -  DG6745
 DG6745  STATE/COUNTY-  MN/TODD
 DG6745  USGS QUAD   -  CLARISSA (1966)
 DG6745
 DG6745                         *CURRENT SURVEY CONTROL
 DG6745  ___________________________________________________________________
 DG6745* NAD 83(1996)-  46 08 51.34431(N)    094 59 25.36788(W)     ADJUSTED  
 DG6745* NAVD 88     -       409.39   (meters)    1343.1    (feet)  LEVELING  
 DG6745  ___________________________________________________________________
 DG6745  X           -    -385,077.934 (meters)                     COMP
 DG6745  Y           -  -4,409,988.881 (meters)                     COMP
 DG6745  Z           -   4,576,904.663 (meters)                     COMP
 DG6745  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 DG6745  ELLIP HEIGHT-         382.74  (meters)          (08/03/04) GPS OBS
 DG6745  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DG6745
 DG6745  HORZ ORDER  -  FIRST
 DG6745  VERT ORDER  -  THIRD ?
 DG6745  ELLP ORDER  -  FOURTH    CLASS I
 DG6745
 DG6745.The horizontal coordinates were established by GPS observations
 DG6745.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG6745
 DG6745.The orthometric height was determined by differential leveling.
 DG6745.The vertical network tie was performed by a horz. field party for horz.
 DG6745.obs reductions. Reset procedures were used to establish the elevation.
 DG6745
 DG6745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6745
 DG6745.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6745
 DG6745.The ellipsoidal height was determined by GPS observations
 DG6745.and is referenced to NAD 83.
 DG6745
 DG6745.The geoid height was determined by GEOID03.
 DG6745
 DG6745;                    North         East     Units Scale Factor Converg.
 DG6745;SPC MN C     -   227,817.847   742,805.400   MT  0.99992734   -0 32 08.1
 DG6745;UTM  15      - 5,112,372.247   346,291.775   MT  0.99989044   -1 26 08.1
 DG6745
 DG6745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6745!SPC MN C     -   0.99994000  x   0.99992734  =   0.99986735
 DG6745!UTM  15      -   0.99994000  x   0.99989044  =   0.99983045
 DG6745
 DG6745                          SUPERSEDED SURVEY CONTROL
 DG6745
 DG6745.No superseded survey control is available for this station.
 DG6745
 DG6745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4629212372(NAD 83)
 DG6745_MARKER: DD = SURVEY DISK
 DG6745_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6745_STAMPING: 7708 E
 DG6745_MARK LOGO: MNDT  
 DG6745_PROJECTION: FLUSH
 DG6745_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6745+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6745_ROD/PIPE-DEPTH:  6.1 meters
 DG6745
 DG6745  HISTORY     - Date     Condition        Report By
 DG6745  HISTORY     - 2002     MONUMENTED       MNDT
 DG6745
 DG6745                          STATION DESCRIPTION
 DG6745
 DG6745'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG6745'2.5 MILES NORTHWEST OF CLARISSA, 2.45 MILES NORTHWEST ALONG TRUNK
 DG6745'HIGHWAY 71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 20 IN
 DG6745'CLARISSA, AT TRUNK HIGHWAY 71 MILEPOINT 201.85, 83 FEET WEST OF DOUBLE
 DG6745'POWER POLE, 37.5 FEET SOUTHWEST OF TRUNK HIGHWAY 71, 1.6 FEET
 DG6745'NORTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5418 ***********************************************************************
 DG5418  DESIGNATION -  7708 F
 DG5418  PID         -  DG5418
 DG5418  STATE/COUNTY-  MN/TODD
 DG5418  USGS QUAD   -  CLARISSA (1966)
 DG5418
 DG5418                         *CURRENT SURVEY CONTROL
 DG5418  ___________________________________________________________________
 DG5418* NAD 83(1996)-  46 07 53.55579(N)    094 57 31.89502(W)     ADJUSTED  
 DG5418* NAVD 88     -       405.72   (meters)    1331.1    (feet)  LEVELING  
 DG5418  ___________________________________________________________________
 DG5418  X           -    -382,762.795 (meters)                     COMP
 DG5418  Y           -  -4,411,479.308 (meters)                     COMP
 DG5418  Z           -   4,575,665.604 (meters)                     COMP
 DG5418  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 DG5418  ELLIP HEIGHT-         379.07  (meters)          (05/07/04) GPS OBS
 DG5418  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DG5418
 DG5418  HORZ ORDER  -  FIRST
 DG5418  VERT ORDER  -  THIRD ?
 DG5418  ELLP ORDER  -  FOURTH    CLASS I
 DG5418
 DG5418.The horizontal coordinates were established by GPS observations
 DG5418.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5418
 DG5418.The orthometric height was determined by differential leveling.
 DG5418.The vertical network tie was performed by a horz. field party for horz.
 DG5418.obs reductions. Reset procedures were used to establish the elevation.
 DG5418
 DG5418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5418
 DG5418.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5418
 DG5418.The ellipsoidal height was determined by GPS observations
 DG5418.and is referenced to NAD 83.
 DG5418
 DG5418.The geoid height was determined by GEOID03.
 DG5418
 DG5418;                    North         East     Units Scale Factor Converg.
 DG5418;SPC MN C     -   226,011.486   745,224.315   MT  0.99992829   -0 30 46.0
 DG5418;UTM  15      - 5,110,528.196   348,681.923   MT  0.99988148   -1 24 44.9
 DG5418
 DG5418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5418!SPC MN C     -   0.99994058  x   0.99992829  =   0.99986887
 DG5418!UTM  15      -   0.99994058  x   0.99988148  =   0.99982207
 DG5418
 DG5418                          SUPERSEDED SURVEY CONTROL
 DG5418
 DG5418.No superseded survey control is available for this station.
 DG5418
 DG5418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4868210528(NAD 83)
 DG5418_MARKER: DD = SURVEY DISK
 DG5418_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5418_STAMPING: 7708 F 2002
 DG5418_MARK LOGO: MNDT  
 DG5418_PROJECTION: FLUSH
 DG5418_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5418+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5418_ROD/PIPE-DEPTH: 10.4 meters
 DG5418
 DG5418  HISTORY     - Date     Condition        Report By
 DG5418  HISTORY     - 2002     MONUMENTED       MNDT
 DG5418  HISTORY     - 2003     GOOD             MNDT
 DG5418
 DG5418                          STATION DESCRIPTION
 DG5418
 DG5418'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG5418'0.5 MILES WEST-NORTHWEST OF CLARISSA, 0.5 MILES WEST-NORTHWEST ALONG
 DG5418'TRUNK HIGHWAY 71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 20
 DG5418'IN CLARISSA, AT TRUNK HIGHWAY 71 MILEPOINT 199.9, 91.5 FEET
 DG5418'NORTH-NORTHEAST OF TRUNK HIGHWAY 71, 47.5 FEET WEST-NORTHWEST OF
 DG5418'COUNTY ROAD 11, 9.4 FEET SOUTH-SOUTHEAST OF SNOWMOBILE TRAIL, 1.7 FEET
 DG5418'EAST OF WITNESS POST
 DG5418
 DG5418                          STATION RECOVERY (2003)
 DG5418
 DG5418'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DG5418'0.5 MI WNW OF CLARISSA, 0.5 MI WNW ALONG TH 71 FROM JCT OF TH 71 AND
 DG5418'CO RD 20 IN CLARISSA,  AT TH 71 MP 199.9, 91.5 FT NNE OF TH 71, 47.5
 DG5418'FT WNW OF CO RD 11, 9.4 FT SSE OF SNOWMOBILE  TRAIL, 1.7 FT EAST OF
 DG5418'WIT POST, FLUSH, MAGNETIC, SUITABLE FOR GPS, 34 FT ROD DEPTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6746 ***********************************************************************
 DG6746  DESIGNATION -  7708 G
 DG6746  PID         -  DG6746
 DG6746  STATE/COUNTY-  MN/TODD
 DG6746  USGS QUAD   -  CLARISSA (1966)
 DG6746
 DG6746                         *CURRENT SURVEY CONTROL
 DG6746  ___________________________________________________________________
 DG6746* NAD 83(1996)-  46 07 43.11477(N)    094 56 28.28280(W)     ADJUSTED  
 DG6746* NAVD 88     -       403.55   (meters)    1324.0    (feet)  LEVELING  
 DG6746  ___________________________________________________________________
 DG6746  X           -    -381,422.161 (meters)                     COMP
 DG6746  Y           -  -4,411,827.187 (meters)                     COMP
 DG6746  Z           -   4,575,440.597 (meters)                     COMP
 DG6746  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 DG6746  ELLIP HEIGHT-         376.88  (meters)          (08/03/04) GPS OBS
 DG6746  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DG6746
 DG6746  HORZ ORDER  -  FIRST
 DG6746  VERT ORDER  -  THIRD ?
 DG6746  ELLP ORDER  -  FOURTH    CLASS I
 DG6746
 DG6746.The horizontal coordinates were established by GPS observations
 DG6746.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG6746
 DG6746.The orthometric height was determined by differential leveling.
 DG6746.The vertical network tie was performed by a horz. field party for horz.
 DG6746.obs reductions. Reset procedures were used to establish the elevation.
 DG6746
 DG6746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6746
 DG6746.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6746
 DG6746.The ellipsoidal height was determined by GPS observations
 DG6746.and is referenced to NAD 83.
 DG6746
 DG6746.The geoid height was determined by GEOID03.
 DG6746
 DG6746;                    North         East     Units Scale Factor Converg.
 DG6746;SPC MN C     -   225,677.076   746,586.885   MT  0.99992847   -0 29 60.0
 DG6746;UTM  15      - 5,110,172.450   350,039.007   MT  0.99987645   -1 23 58.8
 DG6746
 DG6746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6746!SPC MN C     -   0.99994092  x   0.99992847  =   0.99986940
 DG6746!UTM  15      -   0.99994092  x   0.99987645  =   0.99981738
 DG6746
 DG6746:                Primary Azimuth Mark                     Grid Az
 DG6746:SPC MN C     -  7708 H                                   133 01 08.8
 DG6746:UTM  15      -  7708 H                                   133 55 07.6
 DG6746
 DG6746|---------------------------------------------------------------------|
 DG6746| PID    Reference Object                     Distance      Geod. Az  |
 DG6746|                                                           dddmmss.s |
 DG6746| DG6747 7708 H                              APPROX. 1.2 KM 1323108.8 |
 DG6746|---------------------------------------------------------------------|
 DG6746
 DG6746                          SUPERSEDED SURVEY CONTROL
 DG6746
 DG6746.No superseded survey control is available for this station.
 DG6746
 DG6746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5003910172(NAD 83)
 DG6746_MARKER: DD = SURVEY DISK
 DG6746_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6746_STAMPING: 7708 G
 DG6746_MARK LOGO: MNDT  
 DG6746_PROJECTION: FLUSH
 DG6746_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6746+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6746_ROD/PIPE-DEPTH:  9.1 meters
 DG6746
 DG6746  HISTORY     - Date     Condition        Report By
 DG6746  HISTORY     - 2002     MONUMENTED       MNDT
 DG6746
 DG6746                          STATION DESCRIPTION
 DG6746
 DG6746'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG6746'0.4 MILES EAST OF CLARISSA, 0.4 MILES EAST ALONG TRUNK HIGHWAY 71 FROM
 DG6746'JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 20 IN CLARISSA, AT TRUNK
 DG6746'HIGHWAY 71 MILEPOINT 199.1, 84 FEET EAST-SOUTHEAST OF ENTRANCE TO
 DG6746'GLENMAC CO, 69.5 FEET NORTH-NORTHEAST OF TRUNK HIGHWAY 71, 2.3 FEET
 DG6746'SOUTH-SOUTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6747 ***********************************************************************
 DG6747  DESIGNATION -  7708 H
 DG6747  PID         -  DG6747
 DG6747  STATE/COUNTY-  MN/TODD
 DG6747  USGS QUAD   -  BROWERVILLE SW (1966)
 DG6747
 DG6747                         *CURRENT SURVEY CONTROL
 DG6747  ___________________________________________________________________
 DG6747* NAD 83(1996)-  46 07 17.92829(N)    094 55 48.78494(W)     ADJUSTED  
 DG6747* NAVD 88     -       409.07   (meters)    1342.1    (feet)  LEVELING  
 DG6747  ___________________________________________________________________
 DG6747  X           -    -380,625.838 (meters)                     COMP
 DG6747  Y           -  -4,412,462.496 (meters)                     COMP
 DG6747  Z           -   4,574,905.560 (meters)                     COMP
 DG6747  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 DG6747  ELLIP HEIGHT-         382.40  (meters)          (08/03/04) GPS OBS
 DG6747  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DG6747
 DG6747  HORZ ORDER  -  FIRST
 DG6747  VERT ORDER  -  THIRD ?
 DG6747  ELLP ORDER  -  FOURTH    CLASS I
 DG6747
 DG6747.The horizontal coordinates were established by GPS observations
 DG6747.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG6747
 DG6747.The orthometric height was determined by differential leveling.
 DG6747.The vertical network tie was performed by a horz. field party for horz.
 DG6747.obs reductions. Reset procedures were used to establish the elevation.
 DG6747
 DG6747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6747
 DG6747.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6747
 DG6747.The ellipsoidal height was determined by GPS observations
 DG6747.and is referenced to NAD 83.
 DG6747
 DG6747.The geoid height was determined by GEOID03.
 DG6747
 DG6747;                    North         East     Units Scale Factor Converg.
 DG6747;SPC MN C     -   224,892.161   747,428.041   MT  0.99992892   -0 29 31.4
 DG6747;UTM  15      - 5,109,374.469   350,867.692   MT  0.99987341   -1 23 29.7
 DG6747
 DG6747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6747!SPC MN C     -   0.99994006  x   0.99992892  =   0.99986898
 DG6747!UTM  15      -   0.99994006  x   0.99987341  =   0.99981347
 DG6747
 DG6747:                Primary Azimuth Mark                     Grid Az
 DG6747:SPC MN C     -  7708 G                                   313 01 08.6
 DG6747:UTM  15      -  7708 G                                   313 55 06.9
 DG6747
 DG6747|---------------------------------------------------------------------|
 DG6747| PID    Reference Object                     Distance      Geod. Az  |
 DG6747|                                                           dddmmss.s |
 DG6747| DG6746 7708 G                              APPROX. 1.2 KM 3123137.2 |
 DG6747|---------------------------------------------------------------------|
 DG6747
 DG6747                          SUPERSEDED SURVEY CONTROL
 DG6747
 DG6747.No superseded survey control is available for this station.
 DG6747
 DG6747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5086809374(NAD 83)
 DG6747_MARKER: DD = SURVEY DISK
 DG6747_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6747_STAMPING: 7708 H 2002
 DG6747_MARK LOGO: MNDT  
 DG6747_PROJECTION: FLUSH
 DG6747_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6747+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6747_ROD/PIPE-DEPTH:  7.6 meters
 DG6747
 DG6747  HISTORY     - Date     Condition        Report By
 DG6747  HISTORY     - 2002     MONUMENTED       MNDT
 DG6747
 DG6747                          STATION DESCRIPTION
 DG6747
 DG6747'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG6747'1 MILES SOUTHEAST OF CLARISSA, 1.1 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DG6747'71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 20 IN CLARISSA,
 DG6747'AT TRUNK HIGHWAY 71 MILEPOINT 198.3, 132.5 FEET NORTHWEST OF 340TH ST,
 DG6747'73.3 FEET NORTHEAST OF TRUNK HIGHWAY 71, 1.3 FEET SOUTHWEST OF WITNESS
 DG6747'POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6748 ***********************************************************************
 DG6748  DESIGNATION -  7708 J
 DG6748  PID         -  DG6748
 DG6748  STATE/COUNTY-  MN/TODD
 DG6748  USGS QUAD   -  BROWERVILLE SW (1966)
 DG6748
 DG6748                         *CURRENT SURVEY CONTROL
 DG6748  ___________________________________________________________________
 DG6748* NAD 83(1996)-  46 06 31.27369(N)    094 53 46.13666(W)     ADJUSTED  
 DG6748* NAVD 88     -       398.71   (meters)    1308.1    (feet)  LEVELING  
 DG6748  ___________________________________________________________________
 DG6748  X           -    -378,090.055 (meters)                     COMP
 DG6748  Y           -  -4,413,715.369 (meters)                     COMP
 DG6748  Z           -   4,573,899.444 (meters)                     COMP
 DG6748  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 DG6748  ELLIP HEIGHT-         372.02  (meters)          (08/03/04) GPS OBS
 DG6748  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DG6748
 DG6748  HORZ ORDER  -  FIRST
 DG6748  VERT ORDER  -  THIRD ?
 DG6748  ELLP ORDER  -  FOURTH    CLASS I
 DG6748
 DG6748.The horizontal coordinates were established by GPS observations
 DG6748.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG6748
 DG6748.The orthometric height was determined by differential leveling.
 DG6748.The vertical network tie was performed by a horz. field party for horz.
 DG6748.obs reductions. Reset procedures were used to establish the elevation.
 DG6748
 DG6748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6748
 DG6748.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6748
 DG6748.The ellipsoidal height was determined by GPS observations
 DG6748.and is referenced to NAD 83.
 DG6748
 DG6748.The geoid height was determined by GEOID03.
 DG6748
 DG6748;                    North         East     Units Scale Factor Converg.
 DG6748;SPC MN C     -   223,429.756   750,049.316   MT  0.99992978   -0 28 02.7
 DG6748;UTM  15      - 5,107,871.190   353,465.531   MT  0.99986396   -1 22 00.2
 DG6748
 DG6748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6748!SPC MN C     -   0.99994168  x   0.99992978  =   0.99987147
 DG6748!UTM  15      -   0.99994168  x   0.99986396  =   0.99980565
 DG6748
 DG6748                          SUPERSEDED SURVEY CONTROL
 DG6748
 DG6748.No superseded survey control is available for this station.
 DG6748
 DG6748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5346607871(NAD 83)
 DG6748_MARKER: DD = SURVEY DISK
 DG6748_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6748_STAMPING: 7708 J 2002
 DG6748_MARK LOGO: MNDT  
 DG6748_PROJECTION: FLUSH
 DG6748_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6748+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6748_ROD/PIPE-DEPTH:  7.6 meters
 DG6748
 DG6748  HISTORY     - Date     Condition        Report By
 DG6748  HISTORY     - 2002     MONUMENTED       MNDT
 DG6748
 DG6748                          STATION DESCRIPTION
 DG6748
 DG6748'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG6748'3 MILES SOUTHEAST OF CLARISSA, 3 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DG6748'71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 20 IN CLARISSA,
 DG6748'AT TRUNK HIGHWAY 71 MILEPOINT 196.40, 137.5 FEET NORTHEAST OF TRUNK
 DG6748'HIGHWAY 71, 30 FEET SOUTHEAST OF DRIVEWAY FIRE NO 33078
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6749 ***********************************************************************
 DG6749  DESIGNATION -  7708 K
 DG6749  PID         -  DG6749
 DG6749  STATE/COUNTY-  MN/TODD
 DG6749  USGS QUAD   -  BROWERVILLE SW (1966)
 DG6749
 DG6749                         *CURRENT SURVEY CONTROL
 DG6749  ___________________________________________________________________
 DG6749* NAD 83(1996)-  46 05 54.08718(N)    094 52 52.08859(W)     ADJUSTED  
 DG6749* NAVD 88     -       394.08   (meters)    1292.9    (feet)  LEVELING  
 DG6749  ___________________________________________________________________
 DG6749  X           -    -377,003.637 (meters)                     COMP
 DG6749  Y           -  -4,414,635.507 (meters)                     COMP
 DG6749  Z           -   4,573,099.978 (meters)                     COMP
 DG6749  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 DG6749  ELLIP HEIGHT-         367.40  (meters)          (08/03/04) GPS OBS
 DG6749  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 DG6749
 DG6749  HORZ ORDER  -  FIRST
 DG6749  VERT ORDER  -  THIRD ?
 DG6749  ELLP ORDER  -  FOURTH    CLASS I
 DG6749
 DG6749.The horizontal coordinates were established by GPS observations
 DG6749.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG6749
 DG6749.The orthometric height was determined by differential leveling.
 DG6749.The vertical network tie was performed by a horz. field party for horz.
 DG6749.obs reductions. Reset procedures were used to establish the elevation.
 DG6749
 DG6749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6749
 DG6749.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6749
 DG6749.The ellipsoidal height was determined by GPS observations
 DG6749.and is referenced to NAD 83.
 DG6749
 DG6749.The geoid height was determined by GEOID03.
 DG6749
 DG6749;                    North         East     Units Scale Factor Converg.
 DG6749;SPC MN C     -   222,272.347   751,200.753   MT  0.99993051   -0 27 23.6
 DG6749;UTM  15      - 5,106,695.933   354,598.585   MT  0.99985990   -1 21 20.4
 DG6749
 DG6749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6749!SPC MN C     -   0.99994241  x   0.99993051  =   0.99987292
 DG6749!UTM  15      -   0.99994241  x   0.99985990  =   0.99980232
 DG6749
 DG6749:                Primary Azimuth Mark                     Grid Az
 DG6749:SPC MN C     -  7708 L                                   131 23 27.0
 DG6749:UTM  15      -  7708 L                                   132 17 23.8
 DG6749
 DG6749|---------------------------------------------------------------------|
 DG6749| PID    Reference Object                     Distance      Geod. Az  |
 DG6749|                                                           dddmmss.s |
 DG6749| DG5419 7708 L                              APPROX. 1.4 KM 1305603.4 |
 DG6749|---------------------------------------------------------------------|
 DG6749
 DG6749                          SUPERSEDED SURVEY CONTROL
 DG6749
 DG6749.No superseded survey control is available for this station.
 DG6749
 DG6749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5459906696(NAD 83)
 DG6749_MARKER: DD = SURVEY DISK
 DG6749_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6749_STAMPING: 7708 K 2002
 DG6749_MARK LOGO: MNDT  
 DG6749_PROJECTION: FLUSH
 DG6749_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6749+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6749_ROD/PIPE-DEPTH:  9.1 meters
 DG6749
 DG6749  HISTORY     - Date     Condition        Report By
 DG6749  HISTORY     - 2002     MONUMENTED       MNDT
 DG6749
 DG6749                          STATION DESCRIPTION
 DG6749
 DG6749'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG6749'1.15 MILES NORTHWEST OF BROWERVILLE, 1.15 MILES NORTHWEST ALONG TRUNK
 DG6749'HIGHWAY 71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 14 IN
 DG6749'BROWERVILLE, AT TRUNK HIGHWAY 71 MILEPOINT 195.4, 75 FEET SOUTHWEST OF
 DG6749'TRUNK HIGHWAY 71, 14.3 FT, NORTHWEST OF ENTRANCE, 11 FEET NORTHEAST OF
 DG6749'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5419 ***********************************************************************
 DG5419  DESIGNATION -  7708 L
 DG5419  PID         -  DG5419
 DG5419  STATE/COUNTY-  MN/TODD
 DG5419  USGS QUAD   -  BROWERVILLE (1966)
 DG5419
 DG5419                         *CURRENT SURVEY CONTROL
 DG5419  ___________________________________________________________________
 DG5419* NAD 83(1996)-  46 05 25.19737(N)    094 52 04.21678(W)     ADJUSTED  
 DG5419* NAVD 88     -       390.84   (meters)    1282.3    (feet)  LEVELING  
 DG5419  ___________________________________________________________________
 DG5419  X           -    -376,033.385 (meters)                     COMP
 DG5419  Y           -  -4,415,361.029 (meters)                     COMP
 DG5419  Z           -   4,572,479.024 (meters)                     COMP
 DG5419  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 DG5419  ELLIP HEIGHT-         364.15  (meters)          (05/07/04) GPS OBS
 DG5419  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 DG5419
 DG5419  HORZ ORDER  -  FIRST
 DG5419  VERT ORDER  -  THIRD ?
 DG5419  ELLP ORDER  -  FOURTH    CLASS I
 DG5419
 DG5419.The horizontal coordinates were established by GPS observations
 DG5419.and adjusted by the MN DEPT OF TRANSP in May 2004..
 DG5419
 DG5419.The orthometric height was determined by differential leveling.
 DG5419.The vertical network tie was performed by a horz. field party for horz.
 DG5419.obs reductions. Reset procedures were used to establish the elevation.
 DG5419
 DG5419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5419
 DG5419.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5419
 DG5419.The ellipsoidal height was determined by GPS observations
 DG5419.and is referenced to NAD 83.
 DG5419
 DG5419.The geoid height was determined by GEOID03.
 DG5419
 DG5419;                    North         East     Units Scale Factor Converg.
 DG5419;SPC MN C     -   221,372.331   752,221.951   MT  0.99993109   -0 26 49.0
 DG5419;UTM  15      - 5,105,780.072   355,605.463   MT  0.99985631   -1 20 45.2
 DG5419
 DG5419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5419!SPC MN C     -   0.99994292  x   0.99993109  =   0.99987401
 DG5419!UTM  15      -   0.99994292  x   0.99985631  =   0.99979923
 DG5419
 DG5419:                Primary Azimuth Mark                     Grid Az
 DG5419:SPC MN C     -  7708 K                                   311 23 26.9
 DG5419:UTM  15      -  7708 K                                   312 17 23.1
 DG5419
 DG5419|---------------------------------------------------------------------|
 DG5419| PID    Reference Object                     Distance      Geod. Az  |
 DG5419|                                                           dddmmss.s |
 DG5419| DG6749 7708 K                              APPROX. 1.4 KM 3105637.9 |
 DG5419|---------------------------------------------------------------------|
 DG5419
 DG5419                          SUPERSEDED SURVEY CONTROL
 DG5419
 DG5419.No superseded survey control is available for this station.
 DG5419
 DG5419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5560505780(NAD 83)
 DG5419_MARKER: DD = SURVEY DISK
 DG5419_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5419_STAMPING: 7708 L 2002
 DG5419_MARK LOGO: MNDT  
 DG5419_PROJECTION: FLUSH
 DG5419_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5419+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5419_ROD/PIPE-DEPTH: 12.2 meters
 DG5419
 DG5419  HISTORY     - Date     Condition        Report By
 DG5419  HISTORY     - 2002     MONUMENTED       MNDT
 DG5419  HISTORY     - 2003     GOOD             MNDT
 DG5419
 DG5419                          STATION DESCRIPTION
 DG5419
 DG5419'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG5419'IN BROWERVILLE, 0.35 MILES NORTH ALONG TRUNK HIGHWAY 71 FROM JUNCTION
 DG5419'OF TRUNK HIGHWAY 71 AND COUNTY ROAD 14 IN BROWERVILLE, AT TRUNK
 DG5419'HIGHWAY 71 MILEPOINT 194.6, 58 FEET EAST OF TRUNK HIGHWAY 71, 50 FEET
 DG5419'SOUTH OF COUNTY ROAD 21, 39.8 FEET NORTHEAST OF POWER POLE, 1 FEET
 DG5419'WEST OF WITNESS POST
 DG5419
 DG5419                          STATION RECOVERY (2003)
 DG5419
 DG5419'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DG5419'IN BROWERVILLE, 0.35 MI NORTH ALONG TH 71 FROM JCT OF TH 71 AND CO RD
 DG5419'14 IN  BROWERVILLE, AT TH 71 MP 194.6, 58 FT EAST OF TH 71, 50 FT
 DG5419'SOUTH OF CO RD 21, 39.8 FT NE OF  P-POLE, 1 FT WEST OF WIT POST,
 DG5419'RECESSED, MAGNETIC, SUITABLE FOR GPS, 40 FT ROD DEPTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6750 ***********************************************************************
 DG6750  DESIGNATION -  7708 M
 DG6750  PID         -  DG6750
 DG6750  STATE/COUNTY-  MN/TODD
 DG6750  USGS QUAD   -  BROWERVILLE (1966)
 DG6750
 DG6750                         *CURRENT SURVEY CONTROL
 DG6750  ___________________________________________________________________
 DG6750* NAD 83(1996)-  46 03 47.78820(N)    094 52 00.28328(W)     ADJUSTED  
 DG6750* NAVD 88     -       390.24   (meters)    1280.3    (feet)  LEVELING  
 DG6750  ___________________________________________________________________
 DG6750  X           -    -376,132.944 (meters)                     COMP
 DG6750  Y           -  -4,417,526.392 (meters)                     COMP
 DG6750  Z           -   4,570,392.153 (meters)                     COMP
 DG6750  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 DG6750  ELLIP HEIGHT-         363.58  (meters)          (08/03/04) GPS OBS
 DG6750  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 DG6750
 DG6750  HORZ ORDER  -  FIRST
 DG6750  VERT ORDER  -  THIRD ?
 DG6750  ELLP ORDER  -  FOURTH    CLASS I
 DG6750
 DG6750.The horizontal coordinates were established by GPS observations
 DG6750.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG6750
 DG6750.The orthometric height was determined by differential leveling.
 DG6750.The vertical network tie was performed by a horz. field party for horz.
 DG6750.obs reductions. Reset procedures were used to establish the elevation.
 DG6750
 DG6750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6750
 DG6750.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6750
 DG6750.The ellipsoidal height was determined by GPS observations
 DG6750.and is referenced to NAD 83.
 DG6750
 DG6750.The geoid height was determined by GEOID03.
 DG6750
 DG6750;                    North         East     Units Scale Factor Converg.
 DG6750;SPC MN C     -   218,364.383   752,283.027   MT  0.99993321   -0 26 46.1
 DG6750;UTM  15      - 5,102,771.764   355,619.354   MT  0.99985626   -1 20 40.2
 DG6750
 DG6750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6750!SPC MN C     -   0.99994301  x   0.99993321  =   0.99987622
 DG6750!UTM  15      -   0.99994301  x   0.99985626  =   0.99979927
 DG6750
 DG6750:                Primary Azimuth Mark                     Grid Az
 DG6750:SPC MN C     -  7708 N                                   186 18 27.2
 DG6750:UTM  15      -  7708 N                                   187 12 21.3
 DG6750
 DG6750|---------------------------------------------------------------------|
 DG6750| PID    Reference Object                     Distance      Geod. Az  |
 DG6750|                                                           dddmmss.s |
 DG6750| DG6751 7708 N                              APPROX. 1.6 KM 1855141.1 |
 DG6750|---------------------------------------------------------------------|
 DG6750
 DG6750                          SUPERSEDED SURVEY CONTROL
 DG6750
 DG6750.No superseded survey control is available for this station.
 DG6750
 DG6750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5561902772(NAD 83)
 DG6750_MARKER: DD = SURVEY DISK
 DG6750_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6750_STAMPING: 7708 M 2002
 DG6750_MARK LOGO: MNDT  
 DG6750_PROJECTION: FLUSH
 DG6750_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6750+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6750_ROD/PIPE-DEPTH: 30.2 meters
 DG6750
 DG6750  HISTORY     - Date     Condition        Report By
 DG6750  HISTORY     - 2002     MONUMENTED       MNDT
 DG6750
 DG6750                          STATION DESCRIPTION
 DG6750
 DG6750'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG6750'1.5 MILES SOUTH OF BROWERVILLE, 1.55 MILES SOUTH ALONG TRUNK HIGHWAY
 DG6750'71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 14 IN
 DG6750'BROWERVILLE, AT TRUNK HIGHWAY 71 MILEPOINT 192.70, 90 FEET EAST OF
 DG6750'TRUNK HIGHWAY 71, 41.5 FEET EAST OF TELEPHONE PEDEATAL, 25.6 FEET
 DG6750'NORTH OF 300TH ST, 1.8 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6751 ***********************************************************************
 DG6751  DESIGNATION -  7708 N
 DG6751  PID         -  DG6751
 DG6751  STATE/COUNTY-  MN/TODD
 DG6751  USGS QUAD   -  BROWERVILLE (1966)
 DG6751
 DG6751                         *CURRENT SURVEY CONTROL
 DG6751  ___________________________________________________________________
 DG6751* NAD 83(1996)-  46 02 55.00679(N)    094 52 08.06511(W)     ADJUSTED  
 DG6751* NAVD 88     -       392.36   (meters)    1287.3    (feet)  LEVELING  
 DG6751  ___________________________________________________________________
 DG6751  X           -    -376,399.330 (meters)                     COMP
 DG6751  Y           -  -4,418,682.896 (meters)                     COMP
 DG6751  Z           -   4,569,262.716 (meters)                     COMP
 DG6751  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 DG6751  ELLIP HEIGHT-         365.72  (meters)          (08/03/04) GPS OBS
 DG6751  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 DG6751
 DG6751  HORZ ORDER  -  FIRST
 DG6751  VERT ORDER  -  THIRD ?
 DG6751  ELLP ORDER  -  FOURTH    CLASS I
 DG6751
 DG6751.The horizontal coordinates were established by GPS observations
 DG6751.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG6751
 DG6751.The orthometric height was determined by differential leveling.
 DG6751.The vertical network tie was performed by a horz. field party for horz.
 DG6751.obs reductions. Reset procedures were used to establish the elevation.
 DG6751
 DG6751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6751
 DG6751.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6751
 DG6751.The ellipsoidal height was determined by GPS observations
 DG6751.and is referenced to NAD 83.
 DG6751
 DG6751.The geoid height was determined by GEOID03.
 DG6751
 DG6751;                    North         East     Units Scale Factor Converg.
 DG6751;SPC MN C     -   216,736.184   752,103.055   MT  0.99993444   -0 26 51.8
 DG6751;UTM  15      - 5,101,146.712   355,413.897   MT  0.99985699   -1 20 44.6
 DG6751
 DG6751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6751!SPC MN C     -   0.99994267  x   0.99993444  =   0.99987711
 DG6751!UTM  15      -   0.99994267  x   0.99985699  =   0.99979967
 DG6751
 DG6751:                Primary Azimuth Mark                     Grid Az
 DG6751:SPC MN C     -  7708 M                                   006 18 27.3
 DG6751:UTM  15      -  7708 M                                   007 12 20.1
 DG6751
 DG6751|---------------------------------------------------------------------|
 DG6751| PID    Reference Object                     Distance      Geod. Az  |
 DG6751|                                                           dddmmss.s |
 DG6751| DG6750 7708 M                              APPROX. 1.6 KM 0055135.5 |
 DG6751|---------------------------------------------------------------------|
 DG6751
 DG6751                          SUPERSEDED SURVEY CONTROL
 DG6751
 DG6751.No superseded survey control is available for this station.
 DG6751
 DG6751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5541401147(NAD 83)
 DG6751_MARKER: DD = SURVEY DISK
 DG6751_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6751_STAMPING: 7708 N 2002
 DG6751_MARK LOGO: MNDT  
 DG6751_PROJECTION: FLUSH
 DG6751_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6751+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6751_ROD/PIPE-DEPTH: 18.3 meters
 DG6751
 DG6751  HISTORY     - Date     Condition        Report By
 DG6751  HISTORY     - 2002     MONUMENTED       MNDT
 DG6751
 DG6751                          STATION DESCRIPTION
 DG6751
 DG6751'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG6751'2.5 MILES SOUTH OF BROWERVILLE, 2.55 MILES SOUTH ALONG TRUNK HIGHWAY
 DG6751'71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 14 IN
 DG6751'BROWERVILLE, AT TRUNK HIGHWAY 71 MILEPOINT 191.70, 168 FEET WEST OF
 DG6751'TRUNK HIGHWAY 71, 34 FEET SOUTH OF 290TH ST, 1.2 FEET SOUTH OF WITNESS
 DG6751'POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6752 ***********************************************************************
 DG6752  DESIGNATION -  7708 P
 DG6752  PID         -  DG6752
 DG6752  STATE/COUNTY-  MN/TODD
 DG6752  USGS QUAD   -  BROWERVILLE (1966)
 DG6752
 DG6752                         *CURRENT SURVEY CONTROL
 DG6752  ___________________________________________________________________
 DG6752* NAD 83(1996)-  46 01 10.75600(N)    094 52 14.99723(W)     ADJUSTED  
 DG6752* NAVD 88     -       390.93   (meters)    1282.6    (feet)  LEVELING  
 DG6752  ___________________________________________________________________
 DG6752  X           -    -376,744.474 (meters)                     COMP
 DG6752  Y           -  -4,420,977.777 (meters)                     COMP
 DG6752  Z           -   4,567,026.986 (meters)                     COMP
 DG6752  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 DG6752  ELLIP HEIGHT-         364.31  (meters)          (08/03/04) GPS OBS
 DG6752  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 DG6752
 DG6752  HORZ ORDER  -  FIRST
 DG6752  VERT ORDER  -  THIRD ?
 DG6752  ELLP ORDER  -  FOURTH    CLASS I
 DG6752
 DG6752.The horizontal coordinates were established by GPS observations
 DG6752.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG6752
 DG6752.The orthometric height was determined by differential leveling.
 DG6752.The vertical network tie was performed by a horz. field party for horz.
 DG6752.obs reductions. Reset procedures were used to establish the elevation.
 DG6752
 DG6752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6752
 DG6752.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6752
 DG6752.The ellipsoidal height was determined by GPS observations
 DG6752.and is referenced to NAD 83.
 DG6752
 DG6752.The geoid height was determined by GEOID03.
 DG6752
 DG6752;                    North         East     Units Scale Factor Converg.
 DG6752;SPC MN C     -   213,518.855   751,928.809   MT  0.99993708   -0 26 56.8
 DG6752;UTM  15      - 5,097,932.760   355,189.286   MT  0.99985780   -1 20 47.2
 DG6752
 DG6752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6752!SPC MN C     -   0.99994289  x   0.99993708  =   0.99987997
 DG6752!UTM  15      -   0.99994289  x   0.99985780  =   0.99980070
 DG6752
 DG6752:                Primary Azimuth Mark                     Grid Az
 DG6752:SPC MN C     -  P 65                                     010 35 21.2
 DG6752:UTM  15      -  P 65                                     011 29 11.6
 DG6752
 DG6752|---------------------------------------------------------------------|
 DG6752| PID    Reference Object                     Distance      Geod. Az  |
 DG6752|                                                           dddmmss.s |
 DG6752| RO0252 P 65                                APPROX. 0.6 KM 0100824.4 |
 DG6752|---------------------------------------------------------------------|
 DG6752
 DG6752                          SUPERSEDED SURVEY CONTROL
 DG6752
 DG6752.No superseded survey control is available for this station.
 DG6752
 DG6752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5518997933(NAD 83)
 DG6752_MARKER: DD = SURVEY DISK
 DG6752_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6752_STAMPING: 7708 P 2002
 DG6752_MARK LOGO: MNDT  
 DG6752_PROJECTION: FLUSH
 DG6752_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6752+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6752_ROD/PIPE-DEPTH: 30.2 meters
 DG6752
 DG6752  HISTORY     - Date     Condition        Report By
 DG6752  HISTORY     - 2002     MONUMENTED       MNDT
 DG6752
 DG6752                          STATION DESCRIPTION
 DG6752
 DG6752'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG6752'3 MILES NORTH OF LONG PRAIRIE, 3.1 MILES NORTH ALONG TRUNK HIGHWAY 71
 DG6752'FROM JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 27 IN LONG
 DG6752'PRAIRIE, AT TRUNK HIGHWAY 71 MILEPOINT 189.65, 88 FEET WEST OF TRUNK
 DG6752'HIGHWAY 71, 45.4 FEET EAST OF TELEPHONE PEDESTAL, 28.3 FEET SOUTH OF
 DG6752'270TH ST, 1 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6753 ***********************************************************************
 DG6753  DESIGNATION -  7708 Q
 DG6753  PID         -  DG6753
 DG6753  STATE/COUNTY-  MN/TODD
 DG6753  USGS QUAD   -  LONG PRAIRIE (1977)
 DG6753
 DG6753                         *CURRENT SURVEY CONTROL
 DG6753  ___________________________________________________________________
 DG6753* NAD 83(1996)-  45 59 33.02182(N)    094 51 56.52062(W)     ADJUSTED  
 DG6753* NAVD 88     -       397.10   (meters)    1302.8    (feet)  LEVELING  
 DG6753  ___________________________________________________________________
 DG6753  X           -    -376,532.964 (meters)                     COMP
 DG6753  Y           -  -4,423,178.968 (meters)                     COMP
 DG6753  Z           -   4,564,935.346 (meters)                     COMP
 DG6753  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 DG6753  ELLIP HEIGHT-         370.48  (meters)          (08/03/04) GPS OBS
 DG6753  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 DG6753
 DG6753  HORZ ORDER  -  FIRST
 DG6753  VERT ORDER  -  THIRD ?
 DG6753  ELLP ORDER  -  FOURTH    CLASS I
 DG6753
 DG6753.The horizontal coordinates were established by GPS observations
 DG6753.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG6753
 DG6753.The orthometric height was determined by differential leveling.
 DG6753.The vertical network tie was performed by a horz. field party for horz.
 DG6753.obs reductions. Reset procedures were used to establish the elevation.
 DG6753
 DG6753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6753
 DG6753.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6753
 DG6753.The ellipsoidal height was determined by GPS observations
 DG6753.and is referenced to NAD 83.
 DG6753
 DG6753.The geoid height was determined by GEOID03.
 DG6753
 DG6753;                    North         East     Units Scale Factor Converg.
 DG6753;SPC MN C     -   210,498.448   752,302.748   MT  0.99993978   -0 26 43.4
 DG6753;UTM  15      - 5,094,907.114   355,515.865   MT  0.99985664   -1 20 31.7
 DG6753
 DG6753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6753!SPC MN C     -   0.99994192  x   0.99993978  =   0.99988171
 DG6753!UTM  15      -   0.99994192  x   0.99985664  =   0.99979857
 DG6753
 DG6753                          SUPERSEDED SURVEY CONTROL
 DG6753
 DG6753.No superseded survey control is available for this station.
 DG6753
 DG6753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5551694907(NAD 83)
 DG6753_MARKER: DD = SURVEY DISK
 DG6753_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6753_STAMPING: 7708 Q
 DG6753_MARK LOGO: MNDT  
 DG6753_PROJECTION: FLUSH
 DG6753_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6753+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6753_ROD/PIPE-DEPTH:  6.1 meters
 DG6753
 DG6753  HISTORY     - Date     Condition        Report By
 DG6753  HISTORY     - 2002     MONUMENTED       MNDT
 DG6753
 DG6753                          STATION DESCRIPTION
 DG6753
 DG6753'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG6753'1.15 MILES NORTH OF LONG PRAIRIE, 1.15 MILES NORTH ALONG TRUNK HIGHWAY
 DG6753'71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 27 IN LONG
 DG6753'PRAIRIE, AT TRUNK HIGHWAY 71 MILEPOINT 187.7, 74.4 FEET WEST OF TRUNK
 DG6753'HIGHWAY 71, 33 FEET NORTH OF LONG PRAIRIE SIGN NORTHWEST CORNER, 0.8
 DG6753'FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1183 ***********************************************************************
 RO1183  DESIGNATION -  7709 A
 RO1183  PID         -  RO1183
 RO1183  STATE/COUNTY-  MN/TODD
 RO1183  USGS QUAD   -  BERTHA (1969)
 RO1183
 RO1183                         *CURRENT SURVEY CONTROL
 RO1183  ___________________________________________________________________
 RO1183* NAD 83(1996)-  46 21 03.56605(N)    095 06 50.36112(W)     ADJUSTED  
 RO1183* NAVD 88     -       437.640  (meters)    1435.82   (feet)  ADJUSTED  
 RO1183  ___________________________________________________________________
 RO1183  X           -    -393,136.992 (meters)                     COMP
 RO1183  Y           -  -4,392,899.836 (meters)                     COMP
 RO1183  Z           -   4,592,560.346 (meters)                     COMP
 RO1183  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 RO1183  ELLIP HEIGHT-         410.94  (meters)          (05/07/04) GPS OBS
 RO1183  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 RO1183  DYNAMIC HT  -         437.652 (meters)    1435.86  (feet)  COMP
 RO1183  MODELED GRAV-     980,628.0   (mgal)                       NAVD 88
 RO1183
 RO1183  HORZ ORDER  -  FIRST
 RO1183  VERT ORDER  -  SECOND    CLASS I
 RO1183  ELLP ORDER  -  FOURTH    CLASS I
 RO1183
 RO1183.The horizontal coordinates were established by GPS observations
 RO1183.and adjusted by the MN DEPT OF TRANSP in May 2004..
 RO1183
 RO1183.The orthometric height was determined by differential leveling
 RO1183.and adjusted by the National Geodetic Survey in June 1991..
 RO1183
 RO1183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO1183
 RO1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO1183
 RO1183.The ellipsoidal height was determined by GPS observations
 RO1183.and is referenced to NAD 83.
 RO1183
 RO1183.The geoid height was determined by GEOID03.
 RO1183
 RO1183.The dynamic height is computed by dividing the NAVD 88
 RO1183.geopotential number by the normal gravity value computed on the
 RO1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1183.degrees latitude (g = 980.6199 gals.).
 RO1183
 RO1183.The modeled gravity was interpolated from observed gravity values.
 RO1183
 RO1183;                    North         East     Units Scale Factor Converg.
 RO1183;SPC MN C     -   250,520.092   733,503.495   MT  0.99992206   -0 37 30.0
 RO1183;UTM  15      - 5,135,217.815   337,348.727   MT  0.99992521   -1 31 47.9
 RO1183
 RO1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO1183!SPC MN C     -   0.99993558  x   0.99992206  =   0.99985765
 RO1183!UTM  15      -   0.99993558  x   0.99992521  =   0.99986080
 RO1183
 RO1183                          SUPERSEDED SURVEY CONTROL
 RO1183
 RO1183  NAD 83(1996)-  46 21 03.56689(N)    095 06 50.36225(W) AD(       ) 2
 RO1183  NAD 83(1986)-  46 21 03.56372(N)    095 06 50.35238(W) AD(       ) 2
 RO1183  NAVD 88 (05/20/97)  437.64   (m)         1435.8    (f) LEVELING    3  
 RO1183
 RO1183.Superseded values are not recommended for survey control.
 RO1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO1183.See file dsdata.txt to determine how the superseded data were derived.
 RO1183
 RO1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3734935218(NAD 83)
 RO1183_MARKER: DB = BENCH MARK DISK
 RO1183_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 RO1183_SP_SET: ALUMINUM ALLOY ROD
 RO1183_STAMPING: 7709 A 1983
 RO1183_MARK LOGO: MNDT  
 RO1183_PROJECTION: PROJECTING 30 CENTIMETERS
 RO1183_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RO1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO1183+SATELLITE: SATELLITE OBSERVATIONS - 2003
 RO1183_ROD/PIPE-DEPTH:  4.6 meters
 RO1183
 RO1183  HISTORY     - Date     Condition        Report By
 RO1183  HISTORY     - 1983     MONUMENTED       MNDT
 RO1183  HISTORY     - 20020828 GOOD             MNDT
 RO1183  HISTORY     - 2003     GOOD             MNDT
 RO1183
 RO1183                          STATION DESCRIPTION
 RO1183
 RO1183'DESCRIBED BY MN DEPT OF TRANSP 1983
 RO1183'2 MI NW FROM HEWITT.
 RO1183'THE MARK IS LOCATED ABOUT 2 MILES NORTHWEST OF THE TOWN OF HEWITT, IN
 RO1183'THE NW 1/4 OF SECTION 9, T133N, R35W, ON THE EAST RIGHT-OF-WAY OF
 RO1183'TRUNK HIGHWAY 71 AT MILEPOINT 218.45, 2.15 MILES NORTH ALONG TRUNK
 RO1183'HIGHWAY 71 FROM ITS JUNCTION WITH TRUNK HIGHWAY 210 IN HEWITT, 50
 RO1183'FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 71, 38 FEET SOUTH OF THE
 RO1183'CENTER OF AN ENTRANCE, 95.3 FEET SOUTHEAST OF STATION NEBO, 75.4 FEET
 RO1183'SOUTH OF NEBO RM 1, 80 FEET SOUTH-SOUTHEAST OF A POWER POLE, AND 1.3
 RO1183'FEET NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST.  THE MARK, A
 RO1183'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---7709
 RO1183'A 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY 15 FOOT LONG
 RO1183'DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 RO1183'ABOUT 2 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 71.  A MAGNET IN THE
 RO1183'DISK MAKES THE MARK MAGNETIC.
 RO1183
 RO1183                          STATION RECOVERY (2002)
 RO1183
 RO1183'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 RO1183'2 MILES NORTHWEST OF HEWITT, 2.15 MILES NORTH ALONG TRUNK HIGHWAY 71
 RO1183'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 210 IN HEWITT,
 RO1183'TO TRUNK HIGHWAY 71 MILEPOINT 210.40, 50 FEET EAST OF TRUNK HIGHWAY
 RO1183'71, 38 FEET SOUTH OF ENTRANCE NUMBER 49668, 75.4 FEET SOUTH OF NEBO
 RO1183'RM1, 90 FEET NORTH-NORTHWEST OF POWER POLE, 27 FEET WEST-NORTHWEST OF
 RO1183'R/W POST, 1.3 FEET NORTH-NORTHWEST OF WITNESS POST
 RO1183
 RO1183                          STATION RECOVERY (2003)
 RO1183
 RO1183'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 RO1183'2 MI NW OF HEWITT, 2.15 MI NORTH ALONG TH 71 FROM THE JCT OF TH 71 AND
 RO1183'TH 210 IN HEWITT, TO TH 71 MP 210.40, 50 FT EAST OF TH 71, 38 FT SOUTH
 RO1183'OF ENT NO.49668, 75.4 FT SOUTH  OF NEBO RM1, 90 FT NNW OF P-POLE, 27
 RO1183'FT WNW OF R/W POST, 1.3 FT NNW OF WIT POST, PROJECTS  12 INCHES,
 RO1183'MAGNETIC, SUITABLE FOR GPS, ROD DEPTH 15 FT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1185 ***********************************************************************
 RO1185  DESIGNATION -  7709 B
 RO1185  PID         -  RO1185
 RO1185  STATE/COUNTY-  MN/TODD
 RO1185  USGS QUAD   -  BERTHA (1969)
 RO1185
 RO1185                         *CURRENT SURVEY CONTROL
 RO1185  ___________________________________________________________________
 RO1185* NAD 83(1996)-  46 20 10.79206(N)    095 06 49.95224(W)     ADJUSTED  
 RO1185* NAVD 88     -       428.968  (meters)    1407.37   (feet)  ADJUSTED  
 RO1185  ___________________________________________________________________
 RO1185  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 RO1185  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 RO1185  DYNAMIC HT  -         428.978 (meters)    1407.41  (feet)  COMP
 RO1185  MODELED GRAV-     980,624.8   (mgal)                       NAVD 88
 RO1185
 RO1185  HORZ ORDER  -  SECOND
 RO1185  VERT ORDER  -  SECOND    CLASS I
 RO1185
 RO1185.The horizontal coordinates were established by classical geodetic methods
 RO1185.and adjusted by the National Geodetic Survey in March 1999..
 RO1185
 RO1185.The orthometric height was determined by differential leveling
 RO1185.and adjusted by the National Geodetic Survey in June 1991..
 RO1185
 RO1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO1185
 RO1185.The geoid height was determined by GEOID03.
 RO1185
 RO1185.The dynamic height is computed by dividing the NAVD 88
 RO1185.geopotential number by the normal gravity value computed on the
 RO1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1185.degrees latitude (g = 980.6199 gals.).
 RO1185
 RO1185.The modeled gravity was interpolated from observed gravity values.
 RO1185
 RO1185;                    North         East     Units Scale Factor Converg.
 RO1185;SPC MN C     -   248,890.706   733,494.465   MT  0.99992202   -0 37 29.7
 RO1185;UTM  15      - 5,133,588.769   337,313.969   MT  0.99992535   -1 31 46.3
 RO1185
 RO1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO1185!SPC MN C     -   0.99993695  x   0.99992202  =   0.99985897
 RO1185!UTM  15      -   0.99993695  x   0.99992535  =   0.99986230
 RO1185
 RO1185                          SUPERSEDED SURVEY CONTROL
 RO1185
 RO1185  NAD 83(1986)-  46 20 10.78902(N)    095 06 49.94242(W) AD(       ) 2
 RO1185  NAVD 88 (05/20/97)  428.97   (m)         1407.4    (f) LEVELING    3  
 RO1185
 RO1185.Superseded values are not recommended for survey control.
 RO1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO1185.See file dsdata.txt to determine how the superseded data were derived.
 RO1185
 RO1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3731433589(NAD 83)
 RO1185_MARKER: DB = BENCH MARK DISK
 RO1185_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 RO1185_SP_SET: ALUMINUM ALLOY ROD
 RO1185_STAMPING: 7709 B 1983
 RO1185_MARK LOGO: MNDT  
 RO1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO1185
 RO1185  HISTORY     - Date     Condition        Report By
 RO1185  HISTORY     - 1983     MONUMENTED       MNDT
 RO1185
 RO1185                          STATION DESCRIPTION
 RO1185
 RO1185'DESCRIBED BY MN DEPT OF TRANSP 1983
 RO1185'1.1 MI NW FROM HEWITT.
 RO1185'THE MARK IS LOCATED ABOUT 1 MILE NORTHWEST OF THE TOWN OF HEWITT, IN
 RO1185'THE NE 1/4 OF SECTION 17, T133N, R35W, 1.1 MILES NORTHWEST ALONG
 RO1185'TRUNK HIGHWAY 71 FROM ITS JUNCTION WITH TRUNK HIGHWAY 210 IN HEWITT,
 RO1185'71 FEET WEST-SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 71 AT
 RO1185'MILEPOINT 217.35, 39 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 4.3
 RO1185'FEET NORTHEAST OF A POWER POLE, AND 1.2 FEET NORTH OF A FIBERGLASS
 RO1185'WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 RO1185'MONUMENT DISK STAMPED---7709 B 1983---, IS SET ON THE TOP OF A 3/4
 RO1185'INCH DIAMETER BY 15 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH
 RO1185'THE SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF TRUNK
 RO1185'HIGHWAY 71.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1187 ***********************************************************************
 RO1187  DESIGNATION -  7709 D
 RO1187  PID         -  RO1187
 RO1187  STATE/COUNTY-  MN/TODD
 RO1187  USGS QUAD   -  BERTHA (1969)
 RO1187
 RO1187                         *CURRENT SURVEY CONTROL
 RO1187  ___________________________________________________________________
 RO1187* NAD 83(1986)-  46 19 30.     (N)    095 05 39.     (W)     SCALED    
 RO1187* NAVD 88     -       418.440  (meters)    1372.83   (feet)  ADJUSTED  
 RO1187  ___________________________________________________________________
 RO1187  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 RO1187  DYNAMIC HT  -         418.448 (meters)    1372.86  (feet)  COMP
 RO1187  MODELED GRAV-     980,620.6   (mgal)                       NAVD 88
 RO1187
 RO1187  VERT ORDER  -  SECOND    CLASS I
 RO1187
 RO1187.The horizontal coordinates were scaled from a topographic map and have
 RO1187.an estimated accuracy of +/- 6 seconds.
 RO1187
 RO1187.The orthometric height was determined by differential leveling
 RO1187.and adjusted by the National Geodetic Survey in June 1991..
 RO1187
 RO1187.The geoid height was determined by GEOID03.
 RO1187
 RO1187.The dynamic height is computed by dividing the NAVD 88
 RO1187.geopotential number by the normal gravity value computed on the
 RO1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1187.degrees latitude (g = 980.6199 gals.).
 RO1187
 RO1187.The modeled gravity was interpolated from observed gravity values.
 RO1187
 RO1187;                    North         East    Units  Estimated Accuracy
 RO1187;SPC MN C     -   247,620.      735,000.      MT  (+/- 180 meters Scaled)
 RO1187
 RO1187                          SUPERSEDED SURVEY CONTROL
 RO1187
 RO1187.No superseded survey control is available for this station.
 RO1187
 RO1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM387322(NAD 83)
 RO1187_MARKER: DB = BENCH MARK DISK
 RO1187_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RO1187_SP_SET: BRIDGE ABUTMENT
 RO1187_STAMPING: 7709 D 1983
 RO1187_MARK LOGO: MNDT  
 RO1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO1187
 RO1187  HISTORY     - Date     Condition        Report By
 RO1187  HISTORY     - 1983     MONUMENTED       MNDT
 RO1187
 RO1187                          STATION DESCRIPTION
 RO1187
 RO1187'DESCRIBED BY MN DEPT OF TRANSP 1983
 RO1187'IN HEWITT.
 RO1187'THE MARK IS LOCATED IN THE TOWN OF HEWITT, IN THE NE 1/4 OF SECTION
 RO1187'21, T133N, R35W, IN THE TOP OF THE NORTHWEST ABUTMENT OF THE TRUNK
 RO1187'HIGHWAY 71 BRIDGE OVER THE WING RIVER, 26.7 FEET SOUTHWEST OF THE
 RO1187'CENTERLINE OF TRUNK HIGHWAY 71 AT MILEPOINT 216.7, 133 FEET SOUTHEAST
 RO1187'OF THE CENTERLINE OF TRUNK HIGHWAY 210, AND 1.0 FOOT WEST-SOUTHWEST
 RO1187'OF THE NORTHWEST CORNER OF THE BRIDGE.  THE MARK, A STANDARD MNDT
 RO1187'VERTICAL CONTROL MONUMENT DISK STAMPED---7709 D 1983---, IS ABOUT 0.5
 RO1187'FOOT ABOVE THE LEVEL OF TRUNK HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1192 ***********************************************************************
 RO1192  DESIGNATION -  7709 E
 RO1192  PID         -  RO1192
 RO1192  STATE/COUNTY-  MN/TODD
 RO1192  USGS QUAD   -  BERTHA (1969)
 RO1192
 RO1192                         *CURRENT SURVEY CONTROL
 RO1192  ___________________________________________________________________
 RO1192* NAD 83(1996)-  46 19 14.66919(N)    095 05 09.16865(W)     ADJUSTED  
 RO1192* NAVD 88     -       418.795  (meters)    1374.00   (feet)  ADJUSTED  
 RO1192  ___________________________________________________________________
 RO1192  X           -    -391,196.297 (meters)                     COMP
 RO1192  Y           -  -4,395,502.156 (meters)                     COMP
 RO1192  Z           -   4,590,225.028 (meters)                     COMP
 RO1192  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 RO1192  ELLIP HEIGHT-         392.07  (meters)          (08/03/04) GPS OBS
 RO1192  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 RO1192  DYNAMIC HT  -         418.802 (meters)    1374.02  (feet)  COMP
 RO1192  MODELED GRAV-     980,619.1   (mgal)                       NAVD 88
 RO1192
 RO1192  HORZ ORDER  -  FIRST
 RO1192  VERT ORDER  -  SECOND    CLASS I
 RO1192  ELLP ORDER  -  FOURTH    CLASS I
 RO1192
 RO1192.The horizontal coordinates were established by GPS observations
 RO1192.and adjusted by the MN DEPT OF TRANSP in August 2004..
 RO1192
 RO1192.The orthometric height was determined by differential leveling
 RO1192.and adjusted by the National Geodetic Survey in June 1991..
 RO1192
 RO1192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO1192
 RO1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO1192
 RO1192.The ellipsoidal height was determined by GPS observations
 RO1192.and is referenced to NAD 83.
 RO1192
 RO1192.The geoid height was determined by GEOID03.
 RO1192
 RO1192.The dynamic height is computed by dividing the NAVD 88
 RO1192.geopotential number by the normal gravity value computed on the
 RO1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1192.degrees latitude (g = 980.6199 gals.).
 RO1192
 RO1192.The modeled gravity was interpolated from observed gravity values.
 RO1192
 RO1192;                    North         East     Units Scale Factor Converg.
 RO1192;SPC MN C     -   247,134.897   735,631.328   MT  0.99992205   -0 36 16.8
 RO1192;UTM  15      - 5,131,799.452   339,422.850   MT  0.99991697   -1 30 31.9
 RO1192
 RO1192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO1192!SPC MN C     -   0.99993854  x   0.99992205  =   0.99986060
 RO1192!UTM  15      -   0.99993854  x   0.99991697  =   0.99985552
 RO1192
 RO1192                          SUPERSEDED SURVEY CONTROL
 RO1192
 RO1192  NAVD 88 (08/03/04)  418.80   (m)         1374.0    (f) LEVELING    3  
 RO1192
 RO1192.Superseded values are not recommended for survey control.
 RO1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO1192.See file dsdata.txt to determine how the superseded data were derived.
 RO1192
 RO1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3942331799(NAD 83)
 RO1192_MARKER: DB = BENCH MARK DISK
 RO1192_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 RO1192_SP_SET: ALUMINUM ALLOY ROD
 RO1192_STAMPING: 7709 E 1983
 RO1192_MARK LOGO: MNDT  
 RO1192_PROJECTION: FLUSH
 RO1192_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RO1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO1192+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 RO1192_ROD/PIPE-DEPTH:  4.6 meters
 RO1192
 RO1192  HISTORY     - Date     Condition        Report By
 RO1192  HISTORY     - 1983     MONUMENTED       MNDT
 RO1192  HISTORY     - 20020828 GOOD             MNDT
 RO1192
 RO1192                          STATION DESCRIPTION
 RO1192
 RO1192'DESCRIBED BY MN DEPT OF TRANSP 1983
 RO1192'0.55 MI SOUTH FROM HEWITT.
 RO1192'THE MARK IS LOCATED ABOUT 1/2 MILE SOUTH OF THE TOWN OF HEWITT, IN
 RO1192'THE NW 1/4 OF SECTION 22, T133N, R35W, 0.55 MILE SOUTH ALONG TRUNK
 RO1192'HIGHWAY 71 FROM ITS JUNCTION WITH TRUNK HIGHWAY 210 IN HEWITT, 136.2
 RO1192'FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 71 AT MILEPOINT
 RO1192'215.7, 69 FEET NORTHWEST OF THE CENTER OF A ROAD, 2.6 FEET
 RO1192'WEST-NORTHWEST OF A RIGHT-OF-WAY POST, AND 1.0 FOOT SOUTH OF A
 RO1192'FIBERGLASS WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 RO1192'CONTROL MONUMENT DISK STAMPED---7709 E 1983---, IS SET ON THE TOP OF
 RO1192'A 3/4 INCH DIAMETER BY 15 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH
 RO1192'WITH THE SURFACE OF THE GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF
 RO1192'TRUNK HIGHWAY 71.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 RO1192
 RO1192                          STATION RECOVERY (2002)
 RO1192
 RO1192'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 RO1192'0.5 MILES SOUTH OF HEWITT, 0.55 MILES SOUTH ALONG TRUNK HIGHWAY 71
 RO1192'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 210, AT TRUNK
 RO1192'HIGHWAY 71 MILEPOINT 215.7 136.2 FEET NORTHEAST OF TRUNK HIGHWAY 71,
 RO1192'69 FEET NORTHWEST OF ROAD, 2.6 FEET WEST-NORTHWEST OF R/W POST, 1.0
 RO1192'FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1194 ***********************************************************************
 RO1194  DESIGNATION -  7709 F
 RO1194  PID         -  RO1194
 RO1194  STATE/COUNTY-  MN/TODD
 RO1194  USGS QUAD   -  BERTHA (1969)
 RO1194
 RO1194                         *CURRENT SURVEY CONTROL
 RO1194  ___________________________________________________________________
 RO1194* NAD 83(1996)-  46 18 40.01898(N)    095 05 02.74258(W)     ADJUSTED  
 RO1194* NAVD 88     -       427.352  (meters)    1402.07   (feet)  ADJUSTED  
 RO1194  ___________________________________________________________________
 RO1194  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 RO1194  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 RO1194  DYNAMIC HT  -         427.359 (meters)    1402.09  (feet)  COMP
 RO1194  MODELED GRAV-     980,617.6   (mgal)                       NAVD 88
 RO1194
 RO1194  HORZ ORDER  -  SECOND
 RO1194  VERT ORDER  -  SECOND    CLASS I
 RO1194
 RO1194.The horizontal coordinates were established by classical geodetic methods
 RO1194.and adjusted by the National Geodetic Survey in March 1999..
 RO1194
 RO1194.The orthometric height was determined by differential leveling
 RO1194.and adjusted by the National Geodetic Survey in June 1991..
 RO1194
 RO1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO1194
 RO1194.The geoid height was determined by GEOID03.
 RO1194
 RO1194.The dynamic height is computed by dividing the NAVD 88
 RO1194.geopotential number by the normal gravity value computed on the
 RO1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1194.degrees latitude (g = 980.6199 gals.).
 RO1194
 RO1194.The modeled gravity was interpolated from observed gravity values.
 RO1194
 RO1194;                    North         East     Units Scale Factor Converg.
 RO1194;SPC MN C     -   246,063.693   735,757.517   MT  0.99992211   -0 36 12.1
 RO1194;UTM  15      - 5,130,726.396   339,532.120   MT  0.99991654   -1 30 26.4
 RO1194
 RO1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO1194!SPC MN C     -   0.99993720  x   0.99992211  =   0.99985932
 RO1194!UTM  15      -   0.99993720  x   0.99991654  =   0.99985375
 RO1194
 RO1194                          SUPERSEDED SURVEY CONTROL
 RO1194
 RO1194  NAD 83(1986)-  46 18 40.01688(N)    095 05 02.73219(W) AD(       ) 2
 RO1194  NAVD 88 (05/20/97)  427.35   (m)         1402.1    (f) LEVELING    3  
 RO1194
 RO1194.Superseded values are not recommended for survey control.
 RO1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO1194.See file dsdata.txt to determine how the superseded data were derived.
 RO1194
 RO1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3953230726(NAD 83)
 RO1194_MARKER: DB = BENCH MARK DISK
 RO1194_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 RO1194_SP_SET: ALUMINUM ALLOY ROD
 RO1194_STAMPING: 7709 F 1983
 RO1194_MARK LOGO: MNDT  
 RO1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO1194
 RO1194  HISTORY     - Date     Condition        Report By
 RO1194  HISTORY     - 1983     MONUMENTED       MNDT
 RO1194
 RO1194                          STATION DESCRIPTION
 RO1194
 RO1194'DESCRIBED BY MN DEPT OF TRANSP 1983
 RO1194'1 MI SOUTH FROM HEWITT.
 RO1194'THE MARK IS LOCATED ABOUT 1 MILE SOUTH OF THE TOWN OF HEWITT, IN THE
 RO1194'SW 1/4 OF SECTION 22, T133N, R35W, ON THE NORTH RIGHT-OF-WAY OF A
 RO1194'GRAVEL ROAD, 1.25 MILES SOUTH ALONG TRUNK HIGHWAY 71 FROM ITS
 RO1194'JUNCTION WITH TRUNK HIGHWAY 210 IN HEWITT THENCE ABOUT 400 FEET WEST
 RO1194'ALONG THE GRAVEL ROAD, 40.5 FEET NORTH OF THE CENTER OF THE GRAVEL
 RO1194'ROAD, 36.3 FEET NORTHWEST OF STATION WITT, 51.0 FEET WEST OF WITT RM
 RO1194'2, 89 FEET NORTH-NORTHWEST OF A POWER POLE, 1.7 FEET SOUTH OF A
 RO1194'FENCE, AND 1.1 FEET EAST OF A FIBERGLASS WITNESS POST.  THE MARK, A
 RO1194'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---7709
 RO1194'F 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY 20 FOOT LONG
 RO1194'DRIVEN ALUMINUM ROD THAT PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE
 RO1194'GROUND AND IS ABOUT LEVEL WITH THE GRAVEL ROAD.  A MAGNET IN THE DISK
 RO1194'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1196 ***********************************************************************
 RO1196  DESIGNATION -  7709 G
 RO1196  PID         -  RO1196
 RO1196  STATE/COUNTY-  MN/TODD
 RO1196  USGS QUAD   -  BERTHA (1969)
 RO1196
 RO1196                         *CURRENT SURVEY CONTROL
 RO1196  ___________________________________________________________________
 RO1196* NAD 83(1996)-  46 18 12.28382(N)    095 04 48.78283(W)     ADJUSTED  
 RO1196* NAVD 88     -       424.882  (meters)    1393.97   (feet)  ADJUSTED  
 RO1196  ___________________________________________________________________
 RO1196  X           -    -390,885.596 (meters)                     COMP
 RO1196  Y           -  -4,396,932.518 (meters)                     COMP
 RO1196  Z           -   4,588,898.813 (meters)                     COMP
 RO1196  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 RO1196  ELLIP HEIGHT-         398.16  (meters)          (08/03/04) GPS OBS
 RO1196  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 RO1196  DYNAMIC HT  -         424.888 (meters)    1393.99  (feet)  COMP
 RO1196  MODELED GRAV-     980,616.2   (mgal)                       NAVD 88
 RO1196
 RO1196  HORZ ORDER  -  FIRST
 RO1196  VERT ORDER  -  SECOND    CLASS I
 RO1196  ELLP ORDER  -  FOURTH    CLASS I
 RO1196
 RO1196.The horizontal coordinates were established by GPS observations
 RO1196.and adjusted by the MN DEPT OF TRANSP in August 2004..
 RO1196
 RO1196.The orthometric height was determined by differential leveling
 RO1196.and adjusted by the National Geodetic Survey in June 1991..
 RO1196
 RO1196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO1196
 RO1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO1196
 RO1196.The ellipsoidal height was determined by GPS observations
 RO1196.and is referenced to NAD 83.
 RO1196
 RO1196.The geoid height was determined by GEOID03.
 RO1196
 RO1196.The dynamic height is computed by dividing the NAVD 88
 RO1196.geopotential number by the normal gravity value computed on the
 RO1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1196.degrees latitude (g = 980.6199 gals.).
 RO1196
 RO1196.The modeled gravity was interpolated from observed gravity values.
 RO1196
 RO1196;                    North         East     Units Scale Factor Converg.
 RO1196;SPC MN C     -   245,204.290   736,047.193   MT  0.99992217   -0 36 02.0
 RO1196;UTM  15      - 5,129,862.536   339,808.202   MT  0.99991545   -1 30 15.6
 RO1196
 RO1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO1196!SPC MN C     -   0.99993759  x   0.99992217  =   0.99985976
 RO1196!UTM  15      -   0.99993759  x   0.99991545  =   0.99985304
 RO1196
 RO1196:                Primary Azimuth Mark                     Grid Az
 RO1196:SPC MN C     -  7709 X                                   165 04 52.1
 RO1196:UTM  15      -  7709 X                                   165 59 05.7
 RO1196
 RO1196|---------------------------------------------------------------------|
 RO1196| PID    Reference Object                     Distance      Geod. Az  |
 RO1196|                                                           dddmmss.s |
 RO1196| DG6754 7709 X                              APPROX. 1.2 KM 1642850.1 |
 RO1196|---------------------------------------------------------------------|
 RO1196
 RO1196                          SUPERSEDED SURVEY CONTROL
 RO1196
 RO1196  NAVD 88 (08/03/04)  424.88   (m)         1394.0    (f) LEVELING    3  
 RO1196
 RO1196.Superseded values are not recommended for survey control.
 RO1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO1196.See file dsdata.txt to determine how the superseded data were derived.
 RO1196
 RO1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3980829863(NAD 83)
 RO1196_MARKER: DB = BENCH MARK DISK
 RO1196_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 RO1196_SP_SET: ALUMINUM ALLOY ROD
 RO1196_STAMPING: 7709 G 1983
 RO1196_MARK LOGO: MNDT  
 RO1196_PROJECTION: PROJECTING 10 CENTIMETERS
 RO1196_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RO1196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO1196+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 RO1196_ROD/PIPE-DEPTH:  4.6 meters
 RO1196
 RO1196  HISTORY     - Date     Condition        Report By
 RO1196  HISTORY     - 1983     MONUMENTED       MNDT
 RO1196  HISTORY     - 20020828 GOOD             MNDT
 RO1196
 RO1196                          STATION DESCRIPTION
 RO1196
 RO1196'DESCRIBED BY MN DEPT OF TRANSP 1983
 RO1196'1.75 MI SOUTH FROM HEWITT.
 RO1196'THE MARK IS LOCATED ABOUT 1-3/4 MILES SOUTH OF THE TOWN OF HEWITT, IN
 RO1196'THE SE 1/4 OF SECTION 27, T133N, R35W, 1.75 MILES SOUTH ALONG TRUNK
 RO1196'HIGHWAY 71 FROM ITS JUNCTION WITH TRUNK HIGHWAY 210 IN HEWITT, 52.4
 RO1196'FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 71 AT MILEPOINT 214.5,
 RO1196'6.1 FEET NORTH-NORTHWEST OF A RIGHT-OF-WAY POST, 3 FEET NORTHEAST OF
 RO1196'A POWER POLE, AND 1.4 FEET SOUTH OF A FIBERGLASS WITNESS POST.  THE
 RO1196'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 RO1196'STAMPED---7709 G 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 RO1196'15 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF
 RO1196'THE GROUND AND ABOUT 4 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 71.  A
 RO1196'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 RO1196
 RO1196                          STATION RECOVERY (2002)
 RO1196
 RO1196'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 RO1196'1.75 MILES SOUTH OF HEWITT, 1.75 MILES SOUTH ALONG TRUNK HIGHWAY 71
 RO1196'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 210 IN HEWITT,
 RO1196'AT TRUNK HIGHWAY 71 MILEPOINT 214.5, 52.4 FEET WEST OF TRUNK HIGHWAY
 RO1196'71, 6.1 FEET NORTH-NORTHWEST OF R/W POST, 3 FEET NORTHEAST OF POWER
 RO1196'POLE, 1.4 FEET SOUTH OF WITNESS POST, AT TRUNK HIGHWAY 71 MILEPOINT
 RO1196'214.5
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1201 ***********************************************************************
 RO1201  DESIGNATION -  7709 K
 RO1201  PID         -  RO1201
 RO1201  STATE/COUNTY-  MN/TODD
 RO1201  USGS QUAD   -  BERTHA (1969)
 RO1201
 RO1201                         *CURRENT SURVEY CONTROL
 RO1201  ___________________________________________________________________
 RO1201* NAD 83(1986)-  46 15 57.     (N)    095 03 58.     (W)     SCALED    
 RO1201* NAVD 88     -       426.543  (meters)    1399.42   (feet)  ADJUSTED  
 RO1201  ___________________________________________________________________
 RO1201  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 RO1201  DYNAMIC HT  -         426.547 (meters)    1399.43  (feet)  COMP
 RO1201  MODELED GRAV-     980,611.3   (mgal)                       NAVD 88
 RO1201
 RO1201  VERT ORDER  -  SECOND    CLASS I
 RO1201
 RO1201.The horizontal coordinates were scaled from a topographic map and have
 RO1201.an estimated accuracy of +/- 6 seconds.
 RO1201
 RO1201.The orthometric height was determined by differential leveling
 RO1201.and adjusted by the National Geodetic Survey in June 1991..
 RO1201
 RO1201.The geoid height was determined by GEOID03.
 RO1201
 RO1201.The dynamic height is computed by dividing the NAVD 88
 RO1201.geopotential number by the normal gravity value computed on the
 RO1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1201.degrees latitude (g = 980.6199 gals.).
 RO1201
 RO1201.The modeled gravity was interpolated from observed gravity values.
 RO1201
 RO1201;                    North         East    Units  Estimated Accuracy
 RO1201;SPC MN C     -   241,020.      737,090.      MT  (+/- 180 meters Scaled)
 RO1201
 RO1201                          SUPERSEDED SURVEY CONTROL
 RO1201
 RO1201.No superseded survey control is available for this station.
 RO1201
 RO1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM407256(NAD 83)
 RO1201_MARKER: DB = BENCH MARK DISK
 RO1201_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RO1201_SP_SET: WATER TANK FOOTING
 RO1201_STAMPING: 7709 K 1983
 RO1201_MARK LOGO: MNDT  
 RO1201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RO1201+STABILITY: POSITION/ELEVATION WELL
 RO1201
 RO1201  HISTORY     - Date     Condition        Report By
 RO1201  HISTORY     - 1983     MONUMENTED       MNDT
 RO1201
 RO1201                          STATION DESCRIPTION
 RO1201
 RO1201'DESCRIBED BY MN DEPT OF TRANSP 1983
 RO1201'IN BERTHA.
 RO1201'THE MARK IS LOCATED IN THE TOWN OF BERTHA, IN THE NE 1/4 OF SECTION
 RO1201'10, T132N, R35W, IN THE TOP OF THE FOOTING OF THE SOUTHEAST LEG OF
 RO1201'THE BERTHA WATER TANK, ABOUT 300 FEET EAST-NORTHEAST OF TRUNK HIGHWAY
 RO1201'71, ABOUT 400 FEET SOUTH OF COUNTY ROAD 24, 53 FEET WEST OF THE
 RO1201'CENTER OF THE STREET, 26.7 FEET WEST OF A FIRE HYDRANT, 27.2 FEET
 RO1201'NORTHWEST OF A POWER POLE, AND 0.5 FOOT NORTHWEST OF THE SOUTHEAST
 RO1201'CORNER OF THE CONCRETE FOOTING FOR THE LEG OF THE WATER TANK.  THE
 RO1201'MARK IS A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---7709
 RO1201'K 1983---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1202 ***********************************************************************
 RO1202  DESIGNATION -  7709 L
 RO1202  PID         -  RO1202
 RO1202  STATE/COUNTY-  MN/TODD
 RO1202  USGS QUAD   -  BERTHA (1969)
 RO1202
 RO1202                         *CURRENT SURVEY CONTROL
 RO1202  ___________________________________________________________________
 RO1202* NAD 83(1986)-  46 15 22.     (N)    095 03 45.     (W)     SCALED    
 RO1202* NAVD 88     -       430.173  (meters)    1411.33   (feet)  ADJUSTED  
 RO1202  ___________________________________________________________________
 RO1202  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 RO1202  DYNAMIC HT  -         430.177 (meters)    1411.34  (feet)  COMP
 RO1202  MODELED GRAV-     980,610.2   (mgal)                       NAVD 88
 RO1202
 RO1202  VERT ORDER  -  SECOND    CLASS I
 RO1202
 RO1202.The horizontal coordinates were scaled from a topographic map and have
 RO1202.an estimated accuracy of +/- 6 seconds.
 RO1202
 RO1202.The orthometric height was determined by differential leveling
 RO1202.and adjusted by the National Geodetic Survey in June 1991..
 RO1202
 RO1202.The geoid height was determined by GEOID03.
 RO1202
 RO1202.The dynamic height is computed by dividing the NAVD 88
 RO1202.geopotential number by the normal gravity value computed on the
 RO1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1202.degrees latitude (g = 980.6199 gals.).
 RO1202
 RO1202.The modeled gravity was interpolated from observed gravity values.
 RO1202
 RO1202;                    North         East    Units  Estimated Accuracy
 RO1202;SPC MN C     -   239,930.      737,360.      MT  (+/- 180 meters Scaled)
 RO1202
 RO1202                          SUPERSEDED SURVEY CONTROL
 RO1202
 RO1202.No superseded survey control is available for this station.
 RO1202
 RO1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM410245(NAD 83)
 RO1202_MARKER: DB = BENCH MARK DISK
 RO1202_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 RO1202_SP_SET: ALUMINUM ALLOY ROD
 RO1202_STAMPING: 7709 L 1983
 RO1202_MARK LOGO: MNDT  
 RO1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO1202
 RO1202  HISTORY     - Date     Condition        Report By
 RO1202  HISTORY     - 1983     MONUMENTED       MNDT
 RO1202
 RO1202                          STATION DESCRIPTION
 RO1202
 RO1202'DESCRIBED BY MN DEPT OF TRANSP 1983
 RO1202'0.7 MI SOUTH FROM BERTHA.
 RO1202'THE MARK IS LOCATED ABOUT 3/4 MILE SOUTH OF THE TOWN OF BERTHA, IN
 RO1202'THE SW 1/4 OF SECTION 11, T132N, R35W, 0.7 MILE SOUTH ALONG TRUNK
 RO1202'HIGHWAY 71 FROM ITS JUNCTION WITH COUNTY ROAD 24 IN BERTHA THENCE 400
 RO1202'FEET NORTHEAST ON COUNTY ROAD 23, ABOUT 400 FEET NORTHEAST OF TRUNK
 RO1202'HIGHWAY 71 AT MILEPOINT 211.15, 70 FEET EAST OF THE CENTERLINE OF
 RO1202'COUNTY ROAD 23, 77 FEET NORTH OF THE CENTER OF AN ENTRANCE, 60.0 FEET
 RO1202'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL BUILDING, 3.6 FEET
 RO1202'SOUTH OF A POWER POLE, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.
 RO1202'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 RO1202'STAMPED---7709 L 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 RO1202'20 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF
 RO1202'THE GROUND AND ABOUT 2 FEET ABOVE THE LEVEL OF COUNTY ROAD 23.  A
 RO1202'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1205 ***********************************************************************
 RO1205  DESIGNATION -  7709 N
 RO1205  PID         -  RO1205
 RO1205  STATE/COUNTY-  MN/TODD
 RO1205  USGS QUAD   -  EAGLE BEND (1969)
 RO1205
 RO1205                         *CURRENT SURVEY CONTROL
 RO1205  ___________________________________________________________________
 RO1205* NAD 83(1996)-  46 14 15.62220(N)    095 03 44.23679(W)     ADJUSTED  
 RO1205* NAVD 88     -       429.377  (meters)    1408.71   (feet)  ADJUSTED  
 RO1205  ___________________________________________________________________
 RO1205  X           -    -389,975.896 (meters)                     COMP
 RO1205  Y           -  -4,402,317.881 (meters)                     COMP
 RO1205  Z           -   4,583,850.547 (meters)                     COMP
 RO1205  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 RO1205  ELLIP HEIGHT-         402.72  (meters)          (05/07/04) GPS OBS
 RO1205  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 RO1205  DYNAMIC HT  -         429.380 (meters)    1408.72  (feet)  COMP
 RO1205  MODELED GRAV-     980,607.8   (mgal)                       NAVD 88
 RO1205
 RO1205  HORZ ORDER  -  FIRST
 RO1205  VERT ORDER  -  SECOND    CLASS I
 RO1205  ELLP ORDER  -  FOURTH    CLASS I
 RO1205
 RO1205.The horizontal coordinates were established by GPS observations
 RO1205.and adjusted by the MN DEPT OF TRANSP in May 2004..
 RO1205
 RO1205.The orthometric height was determined by differential leveling
 RO1205.and adjusted by the National Geodetic Survey in June 1991..
 RO1205
 RO1205.Photographs are available for this station.
 RO1205
 RO1205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO1205
 RO1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO1205
 RO1205.The ellipsoidal height was determined by GPS observations
 RO1205.and is referenced to NAD 83.
 RO1205
 RO1205.The geoid height was determined by GEOID03.
 RO1205
 RO1205.The dynamic height is computed by dividing the NAVD 88
 RO1205.geopotential number by the normal gravity value computed on the
 RO1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1205.degrees latitude (g = 980.6199 gals.).
 RO1205
 RO1205.The modeled gravity was interpolated from observed gravity values.
 RO1205
 RO1205;                    North         East     Units Scale Factor Converg.
 RO1205;SPC MN C     -   237,883.557   737,353.341   MT  0.99992346   -0 35 15.4
 RO1205;UTM  15      - 5,122,522.199   340,998.812   MT  0.99991078   -1 29 23.0
 RO1205
 RO1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO1205!SPC MN C     -   0.99993687  x   0.99992346  =   0.99986034
 RO1205!UTM  15      -   0.99993687  x   0.99991078  =   0.99984766
 RO1205
 RO1205                          SUPERSEDED SURVEY CONTROL
 RO1205
 RO1205  NAVD 88 (05/07/04)  429.38   (m)         1408.7    (f) LEVELING    3  
 RO1205
 RO1205.Superseded values are not recommended for survey control.
 RO1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO1205.See file dsdata.txt to determine how the superseded data were derived.
 RO1205
 RO1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4099922522(NAD 83)
 RO1205_MARKER: DD = SURVEY DISK
 RO1205_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 RO1205_SP_SET: ALUMINUM ALLOY ROD
 RO1205_STAMPING: 7709 N 1983
 RO1205_MARK LOGO: MNDT  
 RO1205_PROJECTION: FLUSH
 RO1205_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RO1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO1205+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 RO1205_ROD/PIPE-DEPTH:  4.6 meters
 RO1205
 RO1205  HISTORY     - Date     Condition        Report By
 RO1205  HISTORY     - 1983     MONUMENTED       MNDT
 RO1205  HISTORY     - 20020828 GOOD             MNDT
 RO1205  HISTORY     - 2003     GOOD             MNDT
 RO1205  HISTORY     - 20040727 GOOD             MNDT
 RO1205
 RO1205                          STATION DESCRIPTION
 RO1205
 RO1205'DESCRIBED BY MN DEPT OF TRANSP 1983
 RO1205'2 MI SOUTH FROM BERTHA.
 RO1205'THE MARK IS LOCATED ABOUT 2 MILES SOUTH OF THE TOWN OF BERTHA, IN THE
 RO1205'SW 1/4 OF SECTION 14, T132N, R35W, 2.0 MILES SOUTH ALONG TRUNK
 RO1205'HIGHWAY 71 FROM ITS JUNCTION WITH COUNTY ROAD 24 IN BERTHA, 89.5 FEET
 RO1205'EAST OF THE CENTERLINE OF TRUNK HIGHWAY 71 AT MILEPOINT 209.85, 35
 RO1205'FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 28 FEET WEST OF THE CENTER
 RO1205'OF A FIELD ENTRANCE, 4.7 FEET WEST OF A POWER POLE, AND 0.9 FOOT
 RO1205'SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 RO1205'VERTICAL CONTROL MONUMENT DISK STAMPED---7709 N 1983---, IS SET ON
 RO1205'THE TOP OF A 3/4 INCH DIAMETER BY 15 FOOT LONG DRIVEN ALUMINUM ROD
 RO1205'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 8 FEET BELOW
 RO1205'THE LEVEL OF TRUNK HIGHWAY 71.  A MAGNET IN THE DISK MAKES THE MARK
 RO1205'MAGNETIC.
 RO1205
 RO1205                          STATION RECOVERY (2002)
 RO1205
 RO1205'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 RO1205'2 MILES SOUTH OF BERTHA, 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 71 FROM
 RO1205'THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 24 IN BERTHA, AT
 RO1205'TRUNK HIGHWAY 71 MILEPOINT 209.85, 89.5 FEET EAST OF TRUNK HIGHWAY 71,
 RO1205'35 FEET NORTH OF PALOMINO ROAD, 0.9 FEET SOUTH OF WITNESS POST
 RO1205
 RO1205                          STATION RECOVERY (2003)
 RO1205
 RO1205'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 RO1205'2 MI SOUTH OF BERTHA, 2.0 MI SOUTH ALONG TH 71 FROM THE JCT OF TH 71
 RO1205'AND CO RD  24 IN BERTHA, AT TH 71 MP 209.85, 89.5 FT EAST OF TH 71, 35
 RO1205'FT NORTH OF  PALOMINO RD, 28 FT WEST OF ENT, 4.7 FT WEST OF P-POLE,
 RO1205'0.9 FT SOUTH OF WIT  POST, FLUSH, MAGNETIC, SUITABLE FOR GPS, ROD
 RO1205'DEPTH 15 FT
 RO1205
 RO1205                          STATION RECOVERY (2004)
 RO1205
 RO1205'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 RO1205'2 MILES SOUTH OF BERTHA, 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 71 FROM
 RO1205'THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 24 IN BERTHA, AT
 RO1205'TRUNK HIGHWAY 71 MILEPOINT 209.85, 89.5 FEET EAST OF TRUNK HIGHWAY 71,
 RO1205'35 FEET NORTH OF PALOMINO ROAD, 0.9 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1210 ***********************************************************************
 RO1210  DESIGNATION -  7709 Q
 RO1210  PID         -  RO1210
 RO1210  STATE/COUNTY-  MN/TODD
 RO1210  USGS QUAD   -  EAGLE BEND (1969)
 RO1210
 RO1210                         *CURRENT SURVEY CONTROL
 RO1210  ___________________________________________________________________
 RO1210* NAD 83(1996)-  46 13 16.83512(N)    095 03 45.27168(W)     ADJUSTED  
 RO1210* NAVD 88     -       434.772  (meters)    1426.41   (feet)  ADJUSTED  
 RO1210  ___________________________________________________________________
 RO1210  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 RO1210  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 RO1210  DYNAMIC HT  -         434.774 (meters)    1426.42  (feet)  COMP
 RO1210  MODELED GRAV-     980,605.7   (mgal)                       NAVD 88
 RO1210
 RO1210  HORZ ORDER  -  SECOND
 RO1210  VERT ORDER  -  SECOND    CLASS I
 RO1210
 RO1210.The horizontal coordinates were established by classical geodetic methods
 RO1210.and adjusted by the National Geodetic Survey in March 1999..
 RO1210
 RO1210.The orthometric height was determined by differential leveling
 RO1210.and adjusted by the National Geodetic Survey in June 1991..
 RO1210
 RO1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO1210
 RO1210.The geoid height was determined by GEOID03.
 RO1210
 RO1210.The dynamic height is computed by dividing the NAVD 88
 RO1210.geopotential number by the normal gravity value computed on the
 RO1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1210.degrees latitude (g = 980.6199 gals.).
 RO1210
 RO1210.The modeled gravity was interpolated from observed gravity values.
 RO1210
 RO1210;                    North         East     Units Scale Factor Converg.
 RO1210;SPC MN C     -   236,068.872   737,312.551   MT  0.99992398   -0 35 16.1
 RO1210;UTM  15      - 5,120,708.404   340,929.463   MT  0.99991105   -1 29 22.3
 RO1210
 RO1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO1210!SPC MN C     -   0.99993603  x   0.99992398  =   0.99986001
 RO1210!UTM  15      -   0.99993603  x   0.99991105  =   0.99984708
 RO1210
 RO1210                          SUPERSEDED SURVEY CONTROL
 RO1210
 RO1210  NAD 83(1986)-  46 13 16.83582(N)    095 03 45.26011(W) AD(       ) 2
 RO1210  NAVD 88 (05/20/97)  434.77   (m)         1426.4    (f) LEVELING    3  
 RO1210
 RO1210.Superseded values are not recommended for survey control.
 RO1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO1210.See file dsdata.txt to determine how the superseded data were derived.
 RO1210
 RO1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4092920708(NAD 83)
 RO1210_MARKER: DB = BENCH MARK DISK
 RO1210_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 RO1210_SP_SET: ALUMINUM ALLOY ROD
 RO1210_STAMPING: 7709 Q 1983
 RO1210_MARK LOGO: MNDT  
 RO1210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO1210
 RO1210  HISTORY     - Date     Condition        Report By
 RO1210  HISTORY     - 1983     MONUMENTED       MNDT
 RO1210
 RO1210                          STATION DESCRIPTION
 RO1210
 RO1210'DESCRIBED BY MN DEPT OF TRANSP 1983
 RO1210'3 MI SOUTH FROM BERTHA.
 RO1210'THE MARK IS LOCATED ABOUT 3 MILES SOUTH OF THE TOWN OF BERTHA, IN THE
 RO1210'NW 1/4 OF SECTION 26, T132N, R35W, ON THE EAST RIGHT-OF-WAY OF TRUNK
 RO1210'HIGHWAY 71 AT MILEPOINT 208.7, 3.1 MILES SOUTH ALONG TRUNK HIGHWAY 71
 RO1210'FROM ITS JUNCTION WITH COUNTY ROAD 24 IN BERTHA, 44.5 FEET EAST OF
 RO1210'THE CENTERLINE OF TRUNK HIGHWAY 71, 74.4 FEET EAST OF STATION UMLAND,
 RO1210'92.3 FEET NORTHEAST OF UMLAND RM 2, 4.2 FEET NORTH OF A POWER POLE,
 RO1210'AND 1.1 FEET NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 RO1210'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---7709 Q
 RO1210'1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY 15 FOOT LONG
 RO1210'DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 RO1210'ABOUT 3 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 71.  A MAGNET IN THE
 RO1210'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1212 ***********************************************************************
 RO1212  DESIGNATION -  7709 R
 RO1212  PID         -  RO1212
 RO1212  STATE/COUNTY-  MN/TODD
 RO1212  USGS QUAD   -  EAGLE BEND (1969)
 RO1212
 RO1212                         *CURRENT SURVEY CONTROL
 RO1212  ___________________________________________________________________
 RO1212* NAD 83(1996)-  46 12 56.97521(N)    095 03 46.46814(W)     ADJUSTED  
 RO1212* NAVD 88     -       428.961  (meters)    1407.35   (feet)  ADJUSTED  
 RO1212  ___________________________________________________________________
 RO1212  X           -    -390,178.248 (meters)                     COMP
 RO1212  Y           -  -4,404,060.134 (meters)                     COMP
 RO1212  Z           -   4,582,170.211 (meters)                     COMP
 RO1212  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 RO1212  ELLIP HEIGHT-         402.33  (meters)          (08/03/04) GPS OBS
 RO1212  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 RO1212  DYNAMIC HT  -         428.963 (meters)    1407.36  (feet)  COMP
 RO1212  MODELED GRAV-     980,604.9   (mgal)                       NAVD 88
 RO1212
 RO1212  HORZ ORDER  -  FIRST
 RO1212  VERT ORDER  -  SECOND    CLASS I
 RO1212  ELLP ORDER  -  FOURTH    CLASS I
 RO1212
 RO1212.The horizontal coordinates were established by GPS observations
 RO1212.and adjusted by the MN DEPT OF TRANSP in August 2004..
 RO1212
 RO1212.The orthometric height was determined by differential leveling
 RO1212.and adjusted by the National Geodetic Survey in June 1991..
 RO1212
 RO1212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO1212
 RO1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO1212
 RO1212.The ellipsoidal height was determined by GPS observations
 RO1212.and is referenced to NAD 83.
 RO1212
 RO1212.The geoid height was determined by GEOID03.
 RO1212
 RO1212.The dynamic height is computed by dividing the NAVD 88
 RO1212.geopotential number by the normal gravity value computed on the
 RO1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1212.degrees latitude (g = 980.6199 gals.).
 RO1212
 RO1212.The modeled gravity was interpolated from observed gravity values.
 RO1212
 RO1212;                    North         East     Units Scale Factor Converg.
 RO1212;SPC MN C     -   235,456.009   737,280.620   MT  0.99992417   -0 35 17.0
 RO1212;UTM  15      - 5,120,096.127   340,887.892   MT  0.99991122   -1 29 22.7
 RO1212
 RO1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO1212!SPC MN C     -   0.99993693  x   0.99992417  =   0.99986111
 RO1212!UTM  15      -   0.99993693  x   0.99991122  =   0.99984816
 RO1212
 RO1212                          SUPERSEDED SURVEY CONTROL
 RO1212
 RO1212  NAVD 88 (08/03/04)  428.96   (m)         1407.3    (f) LEVELING    3  
 RO1212
 RO1212.Superseded values are not recommended for survey control.
 RO1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO1212.See file dsdata.txt to determine how the superseded data were derived.
 RO1212
 RO1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4088820096(NAD 83)
 RO1212_MARKER: DB = BENCH MARK DISK
 RO1212_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 RO1212_SP_SET: ALUMINUM ALLOY ROD
 RO1212_STAMPING: 7709 R 1983
 RO1212_MARK LOGO: MNDT  
 RO1212_PROJECTION: FLUSH
 RO1212_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RO1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO1212+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 RO1212_ROD/PIPE-DEPTH:  6.1 meters
 RO1212
 RO1212  HISTORY     - Date     Condition        Report By
 RO1212  HISTORY     - 1983     MONUMENTED       MNDT
 RO1212  HISTORY     - 20020828 GOOD             MNDT
 RO1212
 RO1212                          STATION DESCRIPTION
 RO1212
 RO1212'DESCRIBED BY MN DEPT OF TRANSP 1983
 RO1212'3.5 MI SOUTH FROM BERTHA.
 RO1212'THE MARK IS LOCATED ABOUT 3-1/2 MILES SOUTH OF THE TOWN OF BERTHA, IN
 RO1212'THE SE 1/4 OF SECTION 27, T132N, R35W, 3.5 MILES SOUTH ALONG TRUNK
 RO1212'HIGHWAY 71 FROM ITS JUNCTION WITH COUNTY ROAD 24 IN BERTHA, 71.5 FEET
 RO1212'WEST-SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 71 AT MILEPOINT
 RO1212'208.3, 37 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 6.4 FEET
 RO1212'NORTH-NORTHWEST OF AN UNDERGROUND CABLE MARKER, AND 1.1 FEET NORTH OF
 RO1212'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 RO1212'CONTROL MONUMENT DISK STAMPED---7709 R 1983---, IS SET ON THE TOP OF
 RO1212'A 3/4 INCH DIAMETER BY 35 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH
 RO1212'WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH TRUNK HIGHWAY 71.
 RO1212'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 RO1212
 RO1212                          STATION RECOVERY (2002)
 RO1212
 RO1212'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 RO1212'3.5 MILES SOUTH OF BERTHA, 3.5 MILES SOUTH ALONG TRUNK HIGHWAY 71 FROM
 RO1212'TRUNK HIGHWAY JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 24 IN
 RO1212'BERTHA, AT TRUNK HIGHWAY 71 MILEPOINT 208.3, 71.5 FEET WEST-SOUTHWEST
 RO1212'OF TRUNK HIGHWAY 71, 6.4 FEET NORTH-NORTHWEST OF CABLE MARKER POST,
 RO1212'1.1 FTNORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1215 ***********************************************************************
 RO1215  DESIGNATION -  7709 S
 RO1215  PID         -  RO1215
 RO1215  STATE/COUNTY-  MN/TODD
 RO1215  USGS QUAD   -  EAGLE BEND (1969)
 RO1215
 RO1215                         *CURRENT SURVEY CONTROL
 RO1215  ___________________________________________________________________
 RO1215* NAD 83(1996)-  46 12 09.22049(N)    095 03 05.31700(W)     ADJUSTED  
 RO1215* NAVD 88     -       430.900  (meters)    1413.71   (feet)  ADJUSTED  
 RO1215  ___________________________________________________________________
 RO1215  X           -    -389,393.448 (meters)                     COMP
 RO1215  Y           -  -4,405,199.558 (meters)                     COMP
 RO1215  Z           -   4,581,151.154 (meters)                     COMP
 RO1215  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 RO1215  ELLIP HEIGHT-         404.27  (meters)          (08/03/04) GPS OBS
 RO1215  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 RO1215  DYNAMIC HT  -         430.901 (meters)    1413.71  (feet)  COMP
 RO1215  MODELED GRAV-     980,604.0   (mgal)                       NAVD 88
 RO1215
 RO1215  HORZ ORDER  -  FIRST
 RO1215  VERT ORDER  -  SECOND    CLASS I
 RO1215  ELLP ORDER  -  FOURTH    CLASS I
 RO1215
 RO1215.The horizontal coordinates were established by GPS observations
 RO1215.and adjusted by the MN DEPT OF TRANSP in August 2004..
 RO1215
 RO1215.The orthometric height was determined by differential leveling
 RO1215.and adjusted by the National Geodetic Survey in June 1991..
 RO1215
 RO1215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO1215
 RO1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO1215
 RO1215.The ellipsoidal height was determined by GPS observations
 RO1215.and is referenced to NAD 83.
 RO1215
 RO1215.The geoid height was determined by GEOID03.
 RO1215
 RO1215.The dynamic height is computed by dividing the NAVD 88
 RO1215.geopotential number by the normal gravity value computed on the
 RO1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1215.degrees latitude (g = 980.6199 gals.).
 RO1215
 RO1215.The modeled gravity was interpolated from observed gravity values.
 RO1215
 RO1215;                    North         East     Units Scale Factor Converg.
 RO1215;SPC MN C     -   233,972.709   738,147.612   MT  0.99992468   -0 34 47.2
 RO1215;UTM  15      - 5,118,599.393   341,731.428   MT  0.99990793   -1 28 51.8
 RO1215
 RO1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO1215!SPC MN C     -   0.99993663  x   0.99992468  =   0.99986131
 RO1215!UTM  15      -   0.99993663  x   0.99990793  =   0.99984456
 RO1215
 RO1215:                Primary Azimuth Mark                     Grid Az
 RO1215:SPC MN C     -  7709 Y                                   164 04 09.6
 RO1215:UTM  15      -  7709 Y                                   164 58 14.2
 RO1215
 RO1215|---------------------------------------------------------------------|
 RO1215| PID    Reference Object                     Distance      Geod. Az  |
 RO1215|                                                           dddmmss.s |
 RO1215| DG6755 7709 Y                              APPROX. 1.0 KM 1632922.4 |
 RO1215|---------------------------------------------------------------------|
 RO1215
 RO1215                          SUPERSEDED SURVEY CONTROL
 RO1215
 RO1215  NAD 83(1996)-  46 12 09.22055(N)    095 03 05.31404(W) AD(       ) 2
 RO1215  NAD 83(1986)-  46 12 09.22122(N)    095 03 05.30292(W) AD(       ) 2
 RO1215  NAVD 88 (05/20/97)  430.90   (m)         1413.7    (f) LEVELING    3  
 RO1215
 RO1215.Superseded values are not recommended for survey control.
 RO1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO1215.See file dsdata.txt to determine how the superseded data were derived.
 RO1215
 RO1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4173118599(NAD 83)
 RO1215_MARKER: DB = BENCH MARK DISK
 RO1215_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 RO1215_SP_SET: ALUMINUM ALLOY ROD
 RO1215_STAMPING: 7709 S 1983
 RO1215_MARK LOGO: MNDT  
 RO1215_PROJECTION: PROJECTING 30 CENTIMETERS
 RO1215_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RO1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO1215+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 RO1215_ROD/PIPE-DEPTH:  6.1 meters
 RO1215
 RO1215  HISTORY     - Date     Condition        Report By
 RO1215  HISTORY     - 1983     MONUMENTED       MNDT
 RO1215  HISTORY     - 20020828 GOOD             MNDT
 RO1215
 RO1215                          STATION DESCRIPTION
 RO1215
 RO1215'DESCRIBED BY MN DEPT OF TRANSP 1983
 RO1215'2.5 MI NORTH FROM EAGLE BEND.
 RO1215'THE MARK IS LOCATED ABOUT 2-1/2 MILES NORTH OF THE TOWN OF EAGLE
 RO1215'BEND, IN THE NE 1/4 OF SECTION 35, T132N, R35W, ON THE WEST
 RO1215'RIGHT-OF-WAY OF TRUNK HIGHWAY 71 AT MILEPOINT 207.25, 2.65 MILES
 RO1215'NORTH ALONG TRUNK HIGHWAY 71 FROM ITS JUNCTION WITH COUNTY ROAD 22 IN
 RO1215'EAGLE BEND, 49 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 71, 102.4
 RO1215'FEET SOUTHWEST OF STATION MOSBOS, 90.9 FEET SOUTH OF MOSBOS RM 2, AND
 RO1215'2.2 FEET NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 RO1215'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---7709 S 1983---, IS
 RO1215'SET ON THE TOP OF A 3/4 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM
 RO1215'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET
 RO1215'BELOW THE LEVEL OF TRUNK HIGHWAY 71.  A MAGNET IN THE DISK MAKES THE
 RO1215'MARK MAGNETIC.
 RO1215
 RO1215                          STATION RECOVERY (2002)
 RO1215
 RO1215'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 RO1215'2.5 MILES NORTH OF EAGLE BEND, 2.65 MILES NORTH ALONG TRUNK HIGHWAY 71
 RO1215'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 22 IN EAGLE
 RO1215'BEND, AT TRUNK HIGHWAY 71 MILEPOINT 207.25, 49 FEET WEST OF TRUNK
 RO1215'HIGHWAY 71, 102.4 FEET SOUTHWEST OF STATION MOBOS MNDT, 0.9 FEET EAST
 RO1215'OF WITNESS POST, REFERENCE MARK 2 NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1222 ***********************************************************************
 RO1222  DESIGNATION -  7709 W
 RO1222  PID         -  RO1222
 RO1222  STATE/COUNTY-  MN/TODD
 RO1222  USGS QUAD   -  EAGLE BEND (1969)
 RO1222
 RO1222                         *CURRENT SURVEY CONTROL
 RO1222  ___________________________________________________________________
 RO1222* NAD 83(1986)-  46 10 02.     (N)    095 02 31.     (W)     SCALED    
 RO1222* NAVD 88     -       430.020  (meters)    1410.82   (feet)  ADJUSTED  
 RO1222  ___________________________________________________________________
 RO1222  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 RO1222  DYNAMIC HT  -         430.020 (meters)    1410.82  (feet)  COMP
 RO1222  MODELED GRAV-     980,600.6   (mgal)                       NAVD 88
 RO1222
 RO1222  VERT ORDER  -  SECOND    CLASS I
 RO1222
 RO1222.The horizontal coordinates were scaled from a topographic map and have
 RO1222.an estimated accuracy of +/- 6 seconds.
 RO1222
 RO1222.The orthometric height was determined by differential leveling
 RO1222.and adjusted by the National Geodetic Survey in June 1991..
 RO1222
 RO1222.The geoid height was determined by GEOID03.
 RO1222
 RO1222.The dynamic height is computed by dividing the NAVD 88
 RO1222.geopotential number by the normal gravity value computed on the
 RO1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1222.degrees latitude (g = 980.6199 gals.).
 RO1222
 RO1222.The modeled gravity was interpolated from observed gravity values.
 RO1222
 RO1222;                    North         East    Units  Estimated Accuracy
 RO1222;SPC MN C     -   230,040.      738,840.      MT  (+/- 180 meters Scaled)
 RO1222
 RO1222                          SUPERSEDED SURVEY CONTROL
 RO1222
 RO1222.No superseded survey control is available for this station.
 RO1222
 RO1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM423146(NAD 83)
 RO1222_MARKER: DB = BENCH MARK DISK
 RO1222_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RO1222_SP_SET: WATER TANK FOOTING
 RO1222_STAMPING: 7709 W 1983
 RO1222_MARK LOGO: MNDT  
 RO1222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RO1222+STABILITY: POSITION/ELEVATION WELL
 RO1222
 RO1222  HISTORY     - Date     Condition        Report By
 RO1222  HISTORY     - 1983     MONUMENTED       MNDT
 RO1222
 RO1222                          STATION DESCRIPTION
 RO1222
 RO1222'DESCRIBED BY MN DEPT OF TRANSP 1983
 RO1222'IN EAGLE BEND.
 RO1222'THE MARK IS LOCATED IN THE TOWN OF EAGLE BEND, IN THE SE 1/4 OF
 RO1222'SECTION 11, T131N, R35W, 0.1 MILE WEST OF TRUNK HIGHWAY 71, IN THE
 RO1222'TOP OF THE FOOTING OF THE NORTHEAST LEG OF THE EAGLE BEND WATER TANK.
 RO1222'THE MARK IS A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 RO1222'STAMPED---7709 W 1983---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6754 ***********************************************************************
 DG6754  DESIGNATION -  7709 X
 DG6754  PID         -  DG6754
 DG6754  STATE/COUNTY-  MN/TODD
 DG6754  USGS QUAD   -  BERTHA (1969)
 DG6754
 DG6754                         *CURRENT SURVEY CONTROL
 DG6754  ___________________________________________________________________
 DG6754* NAD 83(1996)-  46 17 33.37023(N)    095 04 33.19450(W)     ADJUSTED  
 DG6754* NAVD 88     -       426.02   (meters)    1397.7    (feet)  LEVELING  
 DG6754  ___________________________________________________________________
 DG6754  X           -    -390,630.228 (meters)                     COMP
 DG6754  Y           -  -4,397,828.126 (meters)                     COMP
 DG6754  Z           -   4,588,069.443 (meters)                     COMP
 DG6754  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 DG6754  ELLIP HEIGHT-         399.31  (meters)          (08/03/04) GPS OBS
 DG6754  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 DG6754
 DG6754  HORZ ORDER  -  FIRST
 DG6754  VERT ORDER  -  THIRD ?
 DG6754  ELLP ORDER  -  FOURTH    CLASS I
 DG6754
 DG6754.The horizontal coordinates were established by GPS observations
 DG6754.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG6754
 DG6754.The orthometric height was determined by differential leveling.
 DG6754.The vertical network tie was performed by a horz. field party for horz.
 DG6754.obs reductions. Reset procedures were used to establish the elevation.
 DG6754
 DG6754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6754
 DG6754.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6754
 DG6754.The ellipsoidal height was determined by GPS observations
 DG6754.and is referenced to NAD 83.
 DG6754
 DG6754.The geoid height was determined by GEOID03.
 DG6754
 DG6754;                    North         East     Units Scale Factor Converg.
 DG6754;SPC MN C     -   243,999.427   736,368.207   MT  0.99992229   -0 35 50.8
 DG6754;UTM  15      - 5,128,652.769   340,110.172   MT  0.99991426   -1 30 03.3
 DG6754
 DG6754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6754!SPC MN C     -   0.99993741  x   0.99992229  =   0.99985970
 DG6754!UTM  15      -   0.99993741  x   0.99991426  =   0.99985167
 DG6754
 DG6754:                Primary Azimuth Mark                     Grid Az
 DG6754:SPC MN C     -  7709 G                                   345 04 52.2
 DG6754:UTM  15      -  7709 G                                   345 59 04.7
 DG6754
 DG6754|---------------------------------------------------------------------|
 DG6754| PID    Reference Object                     Distance      Geod. Az  |
 DG6754|                                                           dddmmss.s |
 DG6754| RO1196 7709 G                              APPROX. 1.2 KM 3442901.4 |
 DG6754|---------------------------------------------------------------------|
 DG6754
 DG6754                          SUPERSEDED SURVEY CONTROL
 DG6754
 DG6754.No superseded survey control is available for this station.
 DG6754
 DG6754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4011028653(NAD 83)
 DG6754_MARKER: DD = SURVEY DISK
 DG6754_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6754_STAMPING: 7709 X
 DG6754_MARK LOGO: MNDT  
 DG6754_PROJECTION: FLUSH
 DG6754_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6754+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6754_ROD/PIPE-DEPTH:  6.1 meters
 DG6754
 DG6754  HISTORY     - Date     Condition        Report By
 DG6754  HISTORY     - 2002     MONUMENTED       MNDT
 DG6754
 DG6754                          STATION DESCRIPTION
 DG6754
 DG6754'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG6754'2 MILES NORTH OF BERTHA, 1.9 MILES NORTH ALONG TRUNK HIGHWAY 71 FROM
 DG6754'JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 24 IN IN BERTHA, AT TRUNK
 DG6754'HIGHWAY 71 MILEPOINT 213.75, 80.8 FEET EAST OF TRUNK HIGHWAY 71, 67.5
 DG6754'FEET SOUTH OF RACCOON ROAD, 33.6 FEET SOUTH OF POWER POLE, 1.7 FEET
 DG6754'SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6755 ***********************************************************************
 DG6755  DESIGNATION -  7709 Y
 DG6755  PID         -  DG6755
 DG6755  STATE/COUNTY-  MN/TODD
 DG6755  USGS QUAD   -  EAGLE BEND (1969)
 DG6755
 DG6755                         *CURRENT SURVEY CONTROL
 DG6755  ___________________________________________________________________
 DG6755* NAD 83(1996)-  46 11 38.88938(N)    095 02 52.37091(W)     ADJUSTED  
 DG6755* NAVD 88     -       432.34   (meters)    1418.4    (feet)  LEVELING  
 DG6755  ___________________________________________________________________
 DG6755  X           -    -389,176.522 (meters)                     COMP
 DG6755  Y           -  -4,405,898.326 (meters)                     COMP
 DG6755  Z           -   4,580,503.928 (meters)                     COMP
 DG6755  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 DG6755  ELLIP HEIGHT-         405.71  (meters)          (08/03/04) GPS OBS
 DG6755  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 DG6755
 DG6755  HORZ ORDER  -  FIRST
 DG6755  VERT ORDER  -  THIRD ?
 DG6755  ELLP ORDER  -  FOURTH    CLASS I
 DG6755
 DG6755.The horizontal coordinates were established by GPS observations
 DG6755.and adjusted by the MN DEPT OF TRANSP in August 2004..
 DG6755
 DG6755.The orthometric height was determined by differential leveling.
 DG6755.The vertical network tie was performed by a horz. field party for horz.
 DG6755.obs reductions. Reset procedures were used to establish the elevation.
 DG6755
 DG6755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6755
 DG6755.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6755
 DG6755.The ellipsoidal height was determined by GPS observations
 DG6755.and is referenced to NAD 83.
 DG6755
 DG6755.The geoid height was determined by GEOID03.
 DG6755
 DG6755;                    North         East     Units Scale Factor Converg.
 DG6755;SPC MN C     -   233,033.508   738,415.694   MT  0.99992503   -0 34 37.8
 DG6755;UTM  15      - 5,117,656.109   341,984.701   MT  0.99990694   -1 28 41.7
 DG6755
 DG6755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6755!SPC MN C     -   0.99993640  x   0.99992503  =   0.99986144
 DG6755!UTM  15      -   0.99993640  x   0.99990694  =   0.99984335
 DG6755
 DG6755:                Primary Azimuth Mark                     Grid Az
 DG6755:SPC MN C     -  7709 S                                   344 04 09.6
 DG6755:UTM  15      -  7709 S                                   344 58 13.5
 DG6755
 DG6755|---------------------------------------------------------------------|
 DG6755| PID    Reference Object                     Distance      Geod. Az  |
 DG6755|                                                           dddmmss.s |
 DG6755| RO1215 7709 S                              APPROX. 1.0 KM 3432931.8 |
 DG6755|---------------------------------------------------------------------|
 DG6755
 DG6755                          SUPERSEDED SURVEY CONTROL
 DG6755
 DG6755.No superseded survey control is available for this station.
 DG6755
 DG6755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4198517656(NAD 83)
 DG6755_MARKER: DD = SURVEY DISK
 DG6755_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6755_STAMPING: 7709 Y 2002
 DG6755_MARK LOGO: MNDT  
 DG6755_PROJECTION: FLUSH
 DG6755_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6755+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG6755_ROD/PIPE-DEPTH:  6.7 meters
 DG6755
 DG6755  HISTORY     - Date     Condition        Report By
 DG6755  HISTORY     - 2002     MONUMENTED       MNDT
 DG6755
 DG6755                          STATION DESCRIPTION
 DG6755
 DG6755'DESCRIBED BY MN DEPT OF TRANSP 2002
 DG6755'2.15 MILES NORTH OF EAGLE BEND, 2.15 MILES NORTH ALONG TRUNK HIGHWAY
 DG6755'71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 22 IN EAGLE BEND,
 DG6755'AT TRUNK HIGHWAY 71 MILEPOINT 206.7, 60.3 FEET WEST OF TRUNK HIGHWAY
 DG6755'71, 51.4 FEET NORTH OF COUNTY ROAD 70, 1.4 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0637 ***********************************************************************
 QP0637  DESIGNATION -  7780 A
 QP0637  PID         -  QP0637
 QP0637  STATE/COUNTY-  MN/TODD
 QP0637  USGS QUAD   -  OSAKIS (1977)
 QP0637
 QP0637                         *CURRENT SURVEY CONTROL
 QP0637  ___________________________________________________________________
 QP0637* NAD 83(1986)-  45 49 43.     (N)    095 08 24.     (W)     SCALED    
 QP0637* NAVD 88     -       411.281  (meters)    1349.34   (feet)  ADJUSTED  
 QP0637  ___________________________________________________________________
 QP0637  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 QP0637  DYNAMIC HT  -         411.274 (meters)    1349.32  (feet)  COMP
 QP0637  MODELED GRAV-     980,585.7   (mgal)                       NAVD 88
 QP0637
 QP0637  VERT ORDER  -  SECOND    CLASS 0
 QP0637
 QP0637.The horizontal coordinates were scaled from a topographic map and have
 QP0637.an estimated accuracy of +/- 6 seconds.
 QP0637
 QP0637.The orthometric height was determined by differential leveling
 QP0637.and adjusted by the National Geodetic Survey in June 1991..
 QP0637
 QP0637.The geoid height was determined by GEOID03.
 QP0637
 QP0637.The dynamic height is computed by dividing the NAVD 88
 QP0637.geopotential number by the normal gravity value computed on the
 QP0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0637.degrees latitude (g = 980.6199 gals.).
 QP0637
 QP0637.The modeled gravity was interpolated from observed gravity values.
 QP0637
 QP0637;                    North         East    Units  Estimated Accuracy
 QP0637;SPC MN C     -   192,490.      730,850.      MT  (+/- 180 meters Scaled)
 QP0637
 QP0637                          SUPERSEDED SURVEY CONTROL
 QP0637
 QP0637  NGVD 29 (??/??/92)  411.254  (m)         1349.26   (f) ADJ UNCH    2 0
 QP0637
 QP0637.Superseded values are not recommended for survey control.
 QP0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0637.See file dsdata.txt to determine how the superseded data were derived.
 QP0637
 QP0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL337772(NAD 83)
 QP0637_MARKER: DD = SURVEY DISK
 QP0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0637_STAMPING: 7780-A 1966
 QP0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0637+STABILITY: SURFACE MOTION
 QP0637
 QP0637  HISTORY     - Date     Condition        Report By
 QP0637  HISTORY     - 1966     MONUMENTED       MNDT
 QP0637  HISTORY     - 1968     GOOD             MNDT
 QP0637
 QP0637                          STATION DESCRIPTION
 QP0637
 QP0637'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0637'3.0 MI NW FROM WEST UNION.
 QP0637'MARK IS LOCATED ABOUT 3 MILES NORTHWEST OF WEST UNION AT THE
 QP0637'TODD-DOUGLAS COUNTY LINE.  MARK IS A STANDARD MINNESOTA HIGHWAY
 QP0637'DEPARTMENT DISK STAMPED 7780-A 1966, SET IN A PRE-CAST CONCRETE
 QP0637'MONUMENT.  MARK IS 17 FEET EAST OF A 6-INCH WILLOW TREE, 27 FEET
 QP0637'NORTHEAST OF A 8-INCH ELM TREE, 106 FEET NORTHEAST OF THE NORTHEAST
 QP0637'CORNER OF A HOUSE, 15 FEET WEST OF A FRONTAGE ROAD CENTERLINE, 1.3
 QP0637'FEET EAST OF A STEEL WITNESS POST AND BURIED ABOUT 4 INCHES.  NW
 QP0637'CORNER SECTION 7, T 127N, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0627 ***********************************************************************
 QP0627  DESIGNATION -  7780 B
 QP0627  PID         -  QP0627
 QP0627  STATE/COUNTY-  MN/TODD
 QP0627  USGS QUAD   -  WEST UNION (1966)
 QP0627
 QP0627                         *CURRENT SURVEY CONTROL
 QP0627  ___________________________________________________________________
 QP0627* NAD 83(1996)-  45 48 34.48930(N)    095 06 35.99886(W)     ADJUSTED  
 QP0627* NAVD 88     -       414.888  (meters)    1361.18   (feet)  ADJUSTED  
 QP0627  ___________________________________________________________________
 QP0627  X           -    -396,690.878 (meters)                     COMP
 QP0627  Y           -  -4,436,089.939 (meters)                     COMP
 QP0627  Z           -   4,550,798.433 (meters)                     COMP
 QP0627  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 QP0627  ELLIP HEIGHT-         388.60  (meters)          (05/07/04) GPS OBS
 QP0627  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 QP0627  DYNAMIC HT  -         414.879 (meters)    1361.15  (feet)  COMP
 QP0627  MODELED GRAV-     980,582.6   (mgal)                       NAVD 88
 QP0627
 QP0627  HORZ ORDER  -  FIRST
 QP0627  VERT ORDER  -  SECOND    CLASS 0
 QP0627  ELLP ORDER  -  FOURTH    CLASS I
 QP0627
 QP0627.The horizontal coordinates were established by GPS observations
 QP0627.and adjusted by the MN DEPT OF TRANSP in May 2004..
 QP0627
 QP0627.The orthometric height was determined by differential leveling
 QP0627.and adjusted by the National Geodetic Survey in June 1991..
 QP0627
 QP0627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0627
 QP0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 QP0627
 QP0627.The ellipsoidal height was determined by GPS observations
 QP0627.and is referenced to NAD 83.
 QP0627
 QP0627.The geoid height was determined by GEOID03.
 QP0627
 QP0627.The dynamic height is computed by dividing the NAVD 88
 QP0627.geopotential number by the normal gravity value computed on the
 QP0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0627.degrees latitude (g = 980.6199 gals.).
 QP0627
 QP0627.The modeled gravity was interpolated from observed gravity values.
 QP0627
 QP0627;                    North         East     Units Scale Factor Converg.
 QP0627;SPC MN C     -   190,344.869   733,157.166   MT  0.99996379   -0 37 19.6
 QP0627;UTM  15      - 5,075,055.877   336,059.286   MT  0.99993043   -1 30 47.7
 QP0627
 QP0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0627!SPC MN C     -   0.99993908  x   0.99996379  =   0.99990287
 QP0627!UTM  15      -   0.99993908  x   0.99993043  =   0.99986952
 QP0627
 QP0627                          SUPERSEDED SURVEY CONTROL
 QP0627
 QP0627  NAVD 88 (05/07/04)  414.89   (m)         1361.2    (f) LEVELING    3  
 QP0627  NGVD 29 (??/??/92)  414.689  (m)         1360.53   (f) ADJ UNCH    2 0
 QP0627
 QP0627.Superseded values are not recommended for survey control.
 QP0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0627.See file dsdata.txt to determine how the superseded data were derived.
 QP0627
 QP0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3605975056(NAD 83)
 QP0627_MARKER: DD = SURVEY DISK
 QP0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0627_STAMPING: 7780 B1966
 QP0627_MARK LOGO: MNDT  
 QP0627_PROJECTION: FLUSH
 QP0627_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0627+STABILITY: SURFACE MOTION
 QP0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0627+SATELLITE: SATELLITE OBSERVATIONS - 2003
 QP0627
 QP0627  HISTORY     - Date     Condition        Report By
 QP0627  HISTORY     - 1966     MONUMENTED       MNDT
 QP0627  HISTORY     - 1968     GOOD             MNDT
 QP0627  HISTORY     - 2003     GOOD             MNDT
 QP0627
 QP0627                          STATION DESCRIPTION
 QP0627
 QP0627'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0627'1.5 MI NW FROM WEST UNION.
 QP0627'MARK IS LOCATED NEAR THE CENTER OF SECTION 17 ABOUT 1.5 MILES
 QP0627'NORTHWEST OF WEST UNION ON FAI 94 R/W.  MARK IS A STANDARD MINNESOTA
 QP0627'HIGHWAY DEPARTMENT DISK STAMPED 7780-B 1966, SET IN A PRE-CAST
 QP0627'CONCRETE MONUMENT.  MARK IS 99 FEET NORTH OF WESTBOUND FAI 94 (STA.
 QP0627'164+99) 50 FEET SOUTH OF A DEAD-END ROAD CENTERLINE, 90 FEET WEST OF A
 QP0627'DEAD-END ROAD CENTERLINE, 1.0 FEET SOUTH OF A STEEL WITNESS POST AND
 QP0627'SET FLUSH WITH THE GROUND.  SECTION 17, T 127N, R 35W.  NOTE-- THE
 QP0627'SURFACE MARK IS SET OVER AN UNDERGROUND MARK.
 QP0627
 QP0627                          STATION RECOVERY (2003)
 QP0627
 QP0627'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QP0627'2 MI SOUTH OF BERTHA, 2.0 MI SOUTH ALONG TH 71 FROM THE JCT OF TH 71
 QP0627'AND CO RD  24 IN BERTHA, AT TH 71 MP 209.85, 89.5 FT EAST OF TH 71, 35
 QP0627'FT NORTH OF  PALOMINO RD, 28 FT WEST OF ENT, 4.7 FT WEST OF P-POLE,
 QP0627'0.9 FT SOUTH OF WIT  POST, FLUSH, MAGNETIC, SUITABLE FOR GPS, ROD
 QP0627'DEPTH 15 FT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0626 ***********************************************************************
 QP0626  DESIGNATION -  7780 BX
 QP0626  PID         -  QP0626
 QP0626  STATE/COUNTY-  MN/TODD
 QP0626  USGS QUAD   -  WEST UNION (1966)
 QP0626
 QP0626                         *CURRENT SURVEY CONTROL
 QP0626  ___________________________________________________________________
 QP0626* NAD 83(1986)-  45 48 35.     (N)    095 06 34.     (W)     SCALED    
 QP0626* NAVD 88     -       416.068  (meters)    1365.05   (feet)  ADJUSTED  
 QP0626  ___________________________________________________________________
 QP0626  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 QP0626  DYNAMIC HT  -         416.060 (meters)    1365.02  (feet)  COMP
 QP0626  MODELED GRAV-     980,582.6   (mgal)                       NAVD 88
 QP0626
 QP0626  VERT ORDER  -  SECOND    CLASS 0
 QP0626
 QP0626.The horizontal coordinates were scaled from a topographic map and have
 QP0626.an estimated accuracy of +/- 6 seconds.
 QP0626
 QP0626.The orthometric height was determined by differential leveling
 QP0626.and adjusted by the National Geodetic Survey in June 1991..
 QP0626
 QP0626.The geoid height was determined by GEOID03.
 QP0626
 QP0626.The dynamic height is computed by dividing the NAVD 88
 QP0626.geopotential number by the normal gravity value computed on the
 QP0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0626.degrees latitude (g = 980.6199 gals.).
 QP0626
 QP0626.The modeled gravity was interpolated from observed gravity values.
 QP0626
 QP0626;                    North         East    Units  Estimated Accuracy
 QP0626;SPC MN C     -   190,360.      733,200.      MT  (+/- 180 meters Scaled)
 QP0626
 QP0626                          SUPERSEDED SURVEY CONTROL
 QP0626
 QP0626  NGVD 29 (??/??/92)  415.870  (m)         1364.40   (f) ADJ UNCH    2 0
 QP0626
 QP0626.Superseded values are not recommended for survey control.
 QP0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0626.See file dsdata.txt to determine how the superseded data were derived.
 QP0626
 QP0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL361750(NAD 83)
 QP0626_MARKER: Q = CHISELED SQUARE
 QP0626_SETTING: 0 = UNSPECIFIED SETTING
 QP0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0626
 QP0626  HISTORY     - Date     Condition        Report By
 QP0626  HISTORY     - UNK      MONUMENTED       MNDT
 QP0626  HISTORY     - 1968     GOOD             MNDT
 QP0626
 QP0626                          STATION DESCRIPTION
 QP0626
 QP0626'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0626'1.5 MI NW FROM WEST UNION.
 QP0626'MARK IS LOCATED NEAR THE CENTER OF SECTION 17 ABOUT 1.5 MILES
 QP0626'NORTHWEST OF WEST UNION.  MARK IS A CHISELED SQUARE IN A LARGE ROCK.
 QP0626'MARK IS LOCATED ABOUT 1.5 MILES NORTHWEST OF WEST UNION, 225 FEET
 QP0626'NORTH OF FAI 94 (STATION 165+30), 45 FEET NORTH OF A COUNTY ROAD
 QP0626'CENTERLINE, 30 FEET EAST OF A COUNTY ROAD CENTERLINE, 6 FEET SOUTH OF
 QP0626'A POWER POLE.  SECTION 17, T 127N, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0625 ***********************************************************************
 QP0625  DESIGNATION -  7780 C
 QP0625  PID         -  QP0625
 QP0625  STATE/COUNTY-  MN/TODD
 QP0625  USGS QUAD   -  WEST UNION (1966)
 QP0625
 QP0625                         *CURRENT SURVEY CONTROL
 QP0625  ___________________________________________________________________
 QP0625* NAD 83(1986)-  45 48 01.     (N)    095 06 03.     (W)     SCALED    
 QP0625* NAVD 88     -       410.401  (meters)    1346.46   (feet)  ADJUSTED  
 QP0625  ___________________________________________________________________
 QP0625  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 QP0625  DYNAMIC HT  -         410.392 (meters)    1346.43  (feet)  COMP
 QP0625  MODELED GRAV-     980,581.6   (mgal)                       NAVD 88
 QP0625
 QP0625  VERT ORDER  -  SECOND    CLASS 0
 QP0625
 QP0625.The horizontal coordinates were scaled from a topographic map and have
 QP0625.an estimated accuracy of +/- 6 seconds.
 QP0625
 QP0625.The orthometric height was determined by differential leveling
 QP0625.and adjusted by the National Geodetic Survey in June 1991..
 QP0625
 QP0625.The geoid height was determined by GEOID03.
 QP0625
 QP0625.The dynamic height is computed by dividing the NAVD 88
 QP0625.geopotential number by the normal gravity value computed on the
 QP0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0625.degrees latitude (g = 980.6199 gals.).
 QP0625
 QP0625.The modeled gravity was interpolated from observed gravity values.
 QP0625
 QP0625;                    North         East    Units  Estimated Accuracy
 QP0625;SPC MN C     -   189,300.      733,860.      MT  (+/- 180 meters Scaled)
 QP0625
 QP0625                          SUPERSEDED SURVEY CONTROL
 QP0625
 QP0625  NGVD 29 (??/??/92)  410.203  (m)         1345.81   (f) ADJ UNCH    2 0
 QP0625
 QP0625.Superseded values are not recommended for survey control.
 QP0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0625.See file dsdata.txt to determine how the superseded data were derived.
 QP0625
 QP0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL367740(NAD 83)
 QP0625_MARKER: DD = SURVEY DISK
 QP0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0625_STAMPING: 7780-C 1966
 QP0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0625+STABILITY: SURFACE MOTION
 QP0625
 QP0625  HISTORY     - Date     Condition        Report By
 QP0625  HISTORY     - 1966     MONUMENTED       MNDT
 QP0625  HISTORY     - 1968     GOOD             MNDT
 QP0625
 QP0625                          STATION DESCRIPTION
 QP0625
 QP0625'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0625'1.0 MI W FROM WEST UNION.
 QP0625'MARK IS LOCATED ABOUT 1.0 MILES WEST OF WEST UNION.  MARK IS A
 QP0625'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7780-C 1966, SET IN
 QP0625'A PRE-CAST CONCRETE MONUMENT.  MARK IS 99 FEET NORTHEAST OF WESTBOUND
 QP0625'FAI 94 CENTERLINE (STA. 202+00) 0.5 MILES WEST OF UNION LAKE, 1.0 FEET
 QP0625'WEST OF A STEEL WITNESS POST AND PROJECTS ABOUT 1 INCH. NW 1/4 SECTION
 QP0625'21, T 127N, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0620 ***********************************************************************
 QP0620  DESIGNATION -  7780 E
 QP0620  PID         -  QP0620
 QP0620  STATE/COUNTY-  MN/TODD
 QP0620  USGS QUAD   -  WEST UNION (1966)
 QP0620
 QP0620                         *CURRENT SURVEY CONTROL
 QP0620  ___________________________________________________________________
 QP0620* NAD 83(1986)-  45 47 26.     (N)    095 05 11.     (W)     SCALED    
 QP0620* NAVD 88     -       411.174  (meters)    1348.99   (feet)  ADJUSTED  
 QP0620  ___________________________________________________________________
 QP0620  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 QP0620  DYNAMIC HT  -         411.165 (meters)    1348.96  (feet)  COMP
 QP0620  MODELED GRAV-     980,580.4   (mgal)                       NAVD 88
 QP0620
 QP0620  VERT ORDER  -  SECOND    CLASS 0
 QP0620
 QP0620.The horizontal coordinates were scaled from a topographic map and have
 QP0620.an estimated accuracy of +/- 6 seconds.
 QP0620
 QP0620.The orthometric height was determined by differential leveling
 QP0620.and adjusted by the National Geodetic Survey in June 1991..
 QP0620
 QP0620.The geoid height was determined by GEOID03.
 QP0620
 QP0620.The dynamic height is computed by dividing the NAVD 88
 QP0620.geopotential number by the normal gravity value computed on the
 QP0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0620.degrees latitude (g = 980.6199 gals.).
 QP0620
 QP0620.The modeled gravity was interpolated from observed gravity values.
 QP0620
 QP0620;                    North         East    Units  Estimated Accuracy
 QP0620;SPC MN C     -   188,210.      734,970.      MT  (+/- 180 meters Scaled)
 QP0620
 QP0620                          SUPERSEDED SURVEY CONTROL
 QP0620
 QP0620  NGVD 29 (??/??/92)  410.977  (m)         1348.35   (f) ADJ UNCH    2 0
 QP0620
 QP0620.Superseded values are not recommended for survey control.
 QP0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0620.See file dsdata.txt to determine how the superseded data were derived.
 QP0620
 QP0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL378728(NAD 83)
 QP0620_MARKER: DD = SURVEY DISK
 QP0620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0620_SP_SET: BRIDGE
 QP0620_STAMPING: 7780-E 1966
 QP0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0620
 QP0620  HISTORY     - Date     Condition        Report By
 QP0620  HISTORY     - 1966     MONUMENTED       MNDT
 QP0620  HISTORY     - 1968     GOOD             MNDT
 QP0620
 QP0620                          STATION DESCRIPTION
 QP0620
 QP0620'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0620'0.5 MI S FROM WEST UNION.
 QP0620'MARK IS LOCATED ABOUT 0.5 MILES SOUTH OF WEST UNION.  MARK IS A
 QP0620'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7780-E 1966, SET IN
 QP0620'THE SOUTHEAST CORNER OF BRIDGE 77802, COUNTY ROAD 91 OVER FAI 94. SE
 QP0620'1/4 SECTION 21, T 127N, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0619 ***********************************************************************
 QP0619  DESIGNATION -  7780 F
 QP0619  PID         -  QP0619
 QP0619  STATE/COUNTY-  MN/TODD
 QP0619  USGS QUAD   -  WEST UNION (1966)
 QP0619
 QP0619                         *CURRENT SURVEY CONTROL
 QP0619  ___________________________________________________________________
 QP0619* NAD 83(1986)-  45 47 07.     (N)    095 04 28.     (W)     SCALED    
 QP0619* NAVD 88     -       400.670  (meters)    1314.53   (feet)  ADJUSTED  
 QP0619  ___________________________________________________________________
 QP0619  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 QP0619  DYNAMIC HT  -         400.661 (meters)    1314.50  (feet)  COMP
 QP0619  MODELED GRAV-     980,579.7   (mgal)                       NAVD 88
 QP0619
 QP0619  VERT ORDER  -  SECOND    CLASS 0
 QP0619
 QP0619.The horizontal coordinates were scaled from a topographic map and have
 QP0619.an estimated accuracy of +/- 6 seconds.
 QP0619
 QP0619.The orthometric height was determined by differential leveling
 QP0619.and adjusted by the National Geodetic Survey in June 1991..
 QP0619
 QP0619.The geoid height was determined by GEOID03.
 QP0619
 QP0619.The dynamic height is computed by dividing the NAVD 88
 QP0619.geopotential number by the normal gravity value computed on the
 QP0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0619.degrees latitude (g = 980.6199 gals.).
 QP0619
 QP0619.The modeled gravity was interpolated from observed gravity values.
 QP0619
 QP0619;                    North         East    Units  Estimated Accuracy
 QP0619;SPC MN C     -   187,620.      735,890.      MT  (+/- 180 meters Scaled)
 QP0619
 QP0619                          SUPERSEDED SURVEY CONTROL
 QP0619
 QP0619  NGVD 29 (??/??/92)  400.477  (m)         1313.90   (f) ADJ UNCH    2 0
 QP0619
 QP0619.Superseded values are not recommended for survey control.
 QP0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0619.See file dsdata.txt to determine how the superseded data were derived.
 QP0619
 QP0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL387722(NAD 83)
 QP0619_MARKER: DD = SURVEY DISK
 QP0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0619_STAMPING: 7780-F 1966
 QP0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0619+STABILITY: SURFACE MOTION
 QP0619
 QP0619  HISTORY     - Date     Condition        Report By
 QP0619  HISTORY     - 1966     MONUMENTED       MNDT
 QP0619  HISTORY     - 1968     GOOD             MNDT
 QP0619
 QP0619                          STATION DESCRIPTION
 QP0619
 QP0619'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0619'1.0 MI SE FROM WEST UNION.
 QP0619'MARK IS LOCATED ABOUT 1.0 MILES SOUTHEAST OF WEST UNION.  MARK IS A
 QP0619'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7780-F 1966, SET IN
 QP0619'A PRE-CAST CONCRETE MONUMENT.  MARK IS 99 FEET SOUTH OF EASTBOUND FAI
 QP0619'94 (STA. 292+73), ABOUT 0.45 MILES EAST OF COUNTY ROAD 91 BRIDGE OVER
 QP0619'FAI 94, 1.0 FEET NORTH OF A STEEL WITNESS POST, AND BURIED ABOUT 1.0
 QP0619'FEET.  NW 1/4 SECTION 27, T 127N, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0618 ***********************************************************************
 QP0618  DESIGNATION -  7780 G
 QP0618  PID         -  QP0618
 QP0618  STATE/COUNTY-  MN/TODD
 QP0618  USGS QUAD   -  WEST UNION (1966)
 QP0618
 QP0618                         *CURRENT SURVEY CONTROL
 QP0618  ___________________________________________________________________
 QP0618* NAD 83(1986)-  45 46 50.     (N)    095 03 50.     (W)     SCALED    
 QP0618* NAVD 88     -       399.705  (meters)    1311.37   (feet)  ADJUSTED  
 QP0618  ___________________________________________________________________
 QP0618  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 QP0618  DYNAMIC HT  -         399.695 (meters)    1311.33  (feet)  COMP
 QP0618  MODELED GRAV-     980,579.2   (mgal)                       NAVD 88
 QP0618
 QP0618  VERT ORDER  -  SECOND    CLASS 0
 QP0618
 QP0618.The horizontal coordinates were scaled from a topographic map and have
 QP0618.an estimated accuracy of +/- 6 seconds.
 QP0618
 QP0618.The orthometric height was determined by differential leveling
 QP0618.and adjusted by the National Geodetic Survey in June 1991..
 QP0618
 QP0618.The geoid height was determined by GEOID03.
 QP0618
 QP0618.The dynamic height is computed by dividing the NAVD 88
 QP0618.geopotential number by the normal gravity value computed on the
 QP0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0618.degrees latitude (g = 980.6199 gals.).
 QP0618
 QP0618.The modeled gravity was interpolated from observed gravity values.
 QP0618
 QP0618;                    North         East    Units  Estimated Accuracy
 QP0618;SPC MN C     -   187,080.      736,710.      MT  (+/- 180 meters Scaled)
 QP0618
 QP0618                          SUPERSEDED SURVEY CONTROL
 QP0618
 QP0618  NGVD 29 (??/??/92)  399.514  (m)         1310.74   (f) ADJ UNCH    2 0
 QP0618
 QP0618.Superseded values are not recommended for survey control.
 QP0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0618.See file dsdata.txt to determine how the superseded data were derived.
 QP0618
 QP0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL395717(NAD 83)
 QP0618_MARKER: DD = SURVEY DISK
 QP0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0618_STAMPING: 7780-G 1966
 QP0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0618+STABILITY: SURFACE MOTION
 QP0618
 QP0618  HISTORY     - Date     Condition        Report By
 QP0618  HISTORY     - 1966     MONUMENTED       MNDT
 QP0618  HISTORY     - 1968     GOOD             MNDT
 QP0618
 QP0618                          STATION DESCRIPTION
 QP0618
 QP0618'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0618'1.5 MI SE FROM WEST UNION.
 QP0618'MARK IS LOCATED NEAR THE CENTER OF SECTION 27 ABOUT 1.5 MILES
 QP0618'SOUTHEAST OF WEST UNION ON FAI 94 R/W.  MARK IS A STANDARD DISK
 QP0618'STAMPED 7780-G 1966, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 99
 QP0618'FEET NORTH OF WESTBOUND FAI 94 CENTERLINE (STA. 324+29), 1 FOOT SOUTH
 QP0618'OF A STEEL WITNESS POST, 1.1 MILES EAST OF COUNTY ROAD NO. 91 AND
 QP0618'FLUSH WITH GROUND.  SECTION 27, T 127N, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP0617 ***********************************************************************
 QP0617  DESIGNATION -  7780 H
 QP0617  PID         -  QP0617
 QP0617  STATE/COUNTY-  MN/TODD
 QP0617  USGS QUAD   -  WEST UNION (1966)
 QP0617
 QP0617                         *CURRENT SURVEY CONTROL
 QP0617  ___________________________________________________________________
 QP0617* NAD 83(1986)-  45 46 34.     (N)    095 03 15.     (W)     SCALED    
 QP0617* NAVD 88     -       390.747  (meters)    1281.98   (feet)  ADJUSTED  
 QP0617  ___________________________________________________________________
 QP0617  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 QP0617  DYNAMIC HT  -         390.738 (meters)    1281.95  (feet)  COMP
 QP0617  MODELED GRAV-     980,578.7   (mgal)                       NAVD 88
 QP0617
 QP0617  VERT ORDER  -  SECOND    CLASS 0
 QP0617
 QP0617.The horizontal coordinates were scaled from a topographic map and have
 QP0617.an estimated accuracy of +/- 6 seconds.
 QP0617
 QP0617.The orthometric height was determined by differential leveling
 QP0617.and adjusted by the National Geodetic Survey in June 1991..
 QP0617
 QP0617.The geoid height was determined by GEOID03.
 QP0617
 QP0617.The dynamic height is computed by dividing the NAVD 88
 QP0617.geopotential number by the normal gravity value computed on the
 QP0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0617.degrees latitude (g = 980.6199 gals.).
 QP0617
 QP0617.The modeled gravity was interpolated from observed gravity values.
 QP0617
 QP0617;                    North         East    Units  Estimated Accuracy
 QP0617;SPC MN C     -   186,580.      737,460.      MT  (+/- 180 meters Scaled)
 QP0617
 QP0617                          SUPERSEDED SURVEY CONTROL
 QP0617
 QP0617  NGVD 29 (??/??/92)  390.560  (m)         1281.36   (f) ADJ UNCH    2 0
 QP0617
 QP0617.Superseded values are not recommended for survey control.
 QP0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0617.See file dsdata.txt to determine how the superseded data were derived.
 QP0617
 QP0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL403712(NAD 83)
 QP0617_MARKER: DD = SURVEY DISK
 QP0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0617_SP_SET: CULVERT
 QP0617_STAMPING: 7780-H 1966
 QP0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0617
 QP0617  HISTORY     - Date     Condition        Report By
 QP0617  HISTORY     - 1966     MONUMENTED       MNDT
 QP0617  HISTORY     - 1968     GOOD             MNDT
 QP0617
 QP0617                          STATION DESCRIPTION
 QP0617
 QP0617'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0617'1.9 MI SE FROM WEST UNION.
 QP0617'MARK IS LOCATED 1.9 MILES SOUTHEAST OF WEST UNION.  MARK IS A STANDARD
 QP0617'MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 7780-H 1966, SET IN THE
 QP0617'SOUTHEAST CORNER OF A DOUBLE BOX CULVERT 25 FEET SOUTH OF EASTBOUND
 QP0617'FAI 94 (STA. 354+00) ABOUT 1.0 MILES WEST OF T.H. 52 AT THE
 QP0617'STEARNS-TODD COUNTY LINE.  SW 1/4 SECTION 26, T 127N, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ1136 ***********************************************************************
 PQ1136  DESIGNATION -  78 T
 PQ1136  PID         -  PQ1136
 PQ1136  STATE/COUNTY-  MN/YELLOW MEDICINE
 PQ1136  USGS QUAD   -  WOOD LAKE NW (1962)
 PQ1136
 PQ1136                         *CURRENT SURVEY CONTROL
 PQ1136  ___________________________________________________________________
 PQ1136* NAD 83(1996)-  44 44 42.64751(N)    095 44 48.87606(W)     ADJUSTED  
 PQ1136* NAVD 88     -       322.71   (+/-2cm)    1058.8    (feet)  VERTCON   
 PQ1136  ___________________________________________________________________
 PQ1136  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 PQ1136  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 PQ1136
 PQ1136  HORZ ORDER  -  THIRD
 PQ1136  VERT ORDER  -  THIRD ? (See Below)
 PQ1136
 PQ1136.The horizontal coordinates were established by classical geodetic methods
 PQ1136.and adjusted by the National Geodetic Survey in March 1999..
 PQ1136
 PQ1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1136.The vertical order pertains to the NGVD 29 superseded value.
 PQ1136
 PQ1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ1136
 PQ1136.The geoid height was determined by GEOID03.
 PQ1136
 PQ1136;                    North         East     Units Scale Factor Converg.
 PQ1136;SPC MN S     -   295,388.527   661,672.587   MT  0.99993107   -1 13 28.0
 PQ1136;UTM  15      - 4,958,314.693   282,543.144   MT  1.00018153   -1 56 04.0
 PQ1136
 PQ1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1136!SPC MN S     -   0.99995358  x   0.99993107  =   0.99988465
 PQ1136!UTM  15      -   0.99995358  x   1.00018153  =   1.00013510
 PQ1136
 PQ1136                          SUPERSEDED SURVEY CONTROL
 PQ1136
 PQ1136  NAD 83(1996)-  44 44 42.64783(N)    095 44 48.87440(W) AD(       ) 3
 PQ1136  NAD 83(1986)-  44 44 42.65380(N)    095 44 48.87271(W) AD(       ) 3
 PQ1136  NAD 27      -  44 44 42.80675(N)    095 44 47.77767(W) AD(       ) 3
 PQ1136  NGVD 29 (07/19/86)  322.53   (m)         1058.2    (f) LEVELING    3  
 PQ1136
 PQ1136.Superseded values are not recommended for survey control.
 PQ1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1136.See file dsdata.txt to determine how the superseded data were derived.
 PQ1136
 PQ1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8254358315(NAD 83)
 PQ1136_MARKER: DB = BENCH MARK DISK
 PQ1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1136_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1136+STABILITY: SURFACE MOTION
 PQ1136
 PQ1136  HISTORY     - Date     Condition        Report By
 PQ1136  HISTORY     - 1960     MONUMENTED       USGS
 PQ1136
 PQ1136                          STATION DESCRIPTION
 PQ1136
 PQ1136'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1136'HAZEL RUN,0.5 MILE S AND 1.5 MILE W OF. 616 FT S,49 FT E, AND 4.2 FT
 PQ1136'HIGHER THAN X-RDS AT COR. SECS. 23,24,25 AND 26,T.115N,R.41W,250 FT
 PQ1136'SSW OF FARMHOUSE. 20 FT S OF FENCE CORNER S AND E,100 FT S OF T-DRIVE
 PQ1136'E TO HOUSE,AND 2 FT W OF N-S FENCE. IN CONCRETE POST. A STANDARD
 PQ1136'TABLET STAMPED---78 T 1960 1058 ET---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QQ0748 ***********************************************************************
 QQ0748  DESIGNATION -  7803 C
 QQ0748  PID         -  QQ0748
 QQ0748  STATE/COUNTY-  MN/TRAVERSE
 QQ0748  USGS QUAD   -  WHEATON EAST (1974)
 QQ0748
 QQ0748                         *CURRENT SURVEY CONTROL
 QQ0748  ___________________________________________________________________
 QQ0748* NAD 83(1996)-  45 48 10.25534(N)    096 26 55.21525(W)     ADJUSTED  
 QQ0748* NAVD 88     -       310.30   (+/-2cm)    1018.0    (feet)  VERTCON   
 QQ0748  ___________________________________________________________________
 QQ0748  X           -    -500,271.025 (meters)                     COMP
 QQ0748  Y           -  -4,426,072.283 (meters)                     COMP
 QQ0748  Z           -   4,550,201.829 (meters)                     COMP
 QQ0748  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 QQ0748  ELLIP HEIGHT-         283.98  (meters)          (03/16/99) GPS OBS
 QQ0748  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 QQ0748
 QQ0748  HORZ ORDER  -  SECOND
 QQ0748  VERT ORDER  -  THIRD ? (See Below)
 QQ0748  ELLP ORDER  -  FOURTH    CLASS I
 QQ0748
 QQ0748.The horizontal coordinates were established by GPS observations
 QQ0748.and adjusted by the National Geodetic Survey in March 1999..
 QQ0748
 QQ0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0748.The vertical order pertains to the NGVD 29 superseded value.
 QQ0748
 QQ0748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QQ0748
 QQ0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 QQ0748
 QQ0748.The ellipsoidal height was determined by GPS observations
 QQ0748.and is referenced to NAD 83.
 QQ0748
 QQ0748.The geoid height was determined by GEOID03.
 QQ0748
 QQ0748;                    North         East     Units Scale Factor Converg.
 QQ0748;SPC MN C     -   191,605.877   629,107.767   MT  0.99996486   -1 35 25.8
 QQ0748;UTM  14      - 5,075,308.670   698,254.031   MT  1.00008323   +1 49 47.1
 QQ0748
 QQ0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0748!SPC MN C     -   0.99995548  x   0.99996486  =   0.99992034
 QQ0748!UTM  14      -   0.99995548  x   1.00008323  =   1.00003871
 QQ0748
 QQ0748                          SUPERSEDED SURVEY CONTROL
 QQ0748
 QQ0748  NAD 83(1996)-  45 48 10.25534(N)    096 26 55.21528(W) AD(       ) 2
 QQ0748  NAD 83(1986)-  45 48 10.25285(N)    096 26 55.20719(W) AD(       ) 2
 QQ0748  NGVD 29 (02/12/91)  310.09   (m)         1017.4    (f) LEVELING    3  
 QQ0748
 QQ0748.Superseded values are not recommended for survey control.
 QQ0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0748.See file dsdata.txt to determine how the superseded data were derived.
 QQ0748
 QQ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9825475309(NAD 83)
 QQ0748_MARKER: DB = BENCH MARK DISK
 QQ0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0748_SP_SET: CONCRETE POST
 QQ0748_STAMPING: 7803 C 1963
 QQ0748_MARK LOGO: MNDT  
 QQ0748_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0748+STABILITY: SURFACE MOTION
 QQ0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QQ0748+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1989
 QQ0748
 QQ0748  HISTORY     - Date     Condition        Report By
 QQ0748  HISTORY     - 1963     MONUMENTED       MNDT
 QQ0748  HISTORY     - 19890920 GOOD             NGS
 QQ0748
 QQ0748                          STATION DESCRIPTION
 QQ0748
 QQ0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QQ0748'THE STATION IS LOCATED ABOUT 3.3 KM (2.05 MI) EAST OF WHEATON, 80.6 KM
 QQ0748'(50.10 MI) WEST OF ALEXANDRIA, ON THE RIGHT-OF-WAY OF TRUNK HIGHWAY
 QQ0748'27.  OWNERSHIP--STATE OF MINNESOTA.
 QQ0748'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 75 AND TRUNK
 QQ0748'HIGHWAY 27 EAST IN WHEATON, GO EAST ALONG TRUNK HIGHWAY 27 FOR 3.3 KM
 QQ0748'(2.05 MI) TO A GRAVEL ROAD AND STATION ON THE LEFT.
 QQ0748'THE STATION MARK IS SET 22.6 M (74.1 FT) NORTH OF THE CENTERLINE OF
 QQ0748'TRUNK HIGHWAY 27, 10.1 M (33.1 FT) EAST OF THE APPROXIMATE CENTER OF A
 QQ0748'GRAVEL ROAD, 6.5 M (21.3 FT) WEST OF A UTILITY POLE, 0.31 M (1.0 FT)
 QQ0748'EAST OF A CARSONITE WITNESS POST, 0.16 M (0.5 FT) SOUTH-SOUTHWEST OF A
 QQ0748'METAL RIGHT-OF-WAY POST, 0.12 M (0.4 FT) SOUTH OF A METAL POST WITH A
 QQ0748'MNDT BM SIGN ATTACHED AND PROJECTING ABOUT 5 CM.
 QQ0748'DESCRIBED BY R.D.BALL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3111 ***********************************************************************
 AH3111  DESIGNATION -  78TH
 AH3111  PID         -  AH3111
 AH3111  STATE/COUNTY-  MN/HENNEPIN
 AH3111  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 AH3111
 AH3111                         *CURRENT SURVEY CONTROL
 AH3111  ___________________________________________________________________
 AH3111* NAD 83(1996)-  45 05 49.83959(N)    093 17 28.84282(W)     ADJUSTED  
 AH3111* NAVD 88     -       262.1    (meters)     860.     (feet)  GPS OBS   
 AH3111  ___________________________________________________________________
 AH3111  X           -    -258,940.161 (meters)                     COMP
 AH3111  Y           -  -4,502,674.268 (meters)                     COMP
 AH3111  Z           -   4,495,144.751 (meters)                     COMP
 AH3111  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AH3111  ELLIP HEIGHT-         234.84  (meters)          (03/16/99) GPS OBS
 AH3111  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AH3111
 AH3111  HORZ ORDER  -  FIRST
 AH3111  ELLP ORDER  -  FOURTH    CLASS I
 AH3111
 AH3111.The horizontal coordinates were established by GPS observations
 AH3111.and adjusted by the National Geodetic Survey in March 1999..
 AH3111
 AH3111.The orthometric height was determined by GPS observations and a
 AH3111.high-resolution geoid model.
 AH3111
 AH3111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3111
 AH3111.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3111
 AH3111.The ellipsoidal height was determined by GPS observations
 AH3111.and is referenced to NAD 83.
 AH3111
 AH3111.The geoid height was determined by GEOID03.
 AH3111
 AH3111;                    North         East     Units Scale Factor Converg.
 AH3111;SPC MN S     -   333,267.828   855,778.623   MT  0.99997609   +0 29 48.2
 AH3111;UTM  15      - 4,993,786.981   477,076.388   MT  0.99960646   -0 12 22.9
 AH3111
 AH3111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3111!SPC MN S     -   0.99996318  x   0.99997609  =   0.99993927
 AH3111!UTM  15      -   0.99996318  x   0.99960646  =   0.99956966
 AH3111
 AH3111:                Primary Azimuth Mark                     Grid Az
 AH3111:SPC MN S     -  76TH                                     167 49 24.9
 AH3111:UTM  15      -  76TH                                     168 31 36.0
 AH3111
 AH3111|---------------------------------------------------------------------|
 AH3111| PID    Reference Object                     Distance      Geod. Az  |
 AH3111|                                                           dddmmss.s |
 AH3111| AH3110 76TH                                481.117 METERS 1681913.1 |
 AH3111|---------------------------------------------------------------------|
 AH3111
 AH3111                          SUPERSEDED SURVEY CONTROL
 AH3111
 AH3111  NAD 83(1986)-  45 05 49.83434(N)    093 17 28.83748(W) AD(       ) 1
 AH3111
 AH3111.Superseded values are not recommended for survey control.
 AH3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3111.See file dsdata.txt to determine how the superseded data were derived.
 AH3111
 AH3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7707693787(NAD 83)
 AH3111_MARKER: DH = HORIZONTAL CONTROL DISK
 AH3111_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3111_STAMPING: 78TH 1992
 AH3111_MARK LOGO: MNDT  
 AH3111_PROJECTION: RECESSED 3 CENTIMETERS
 AH3111_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH3111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3111+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH3111_ROD/PIPE-DEPTH:  5.5 meters
 AH3111
 AH3111  HISTORY     - Date     Condition        Report By
 AH3111  HISTORY     - 1992     MONUMENTED       MNDT
 AH3111
 AH3111                          STATION DESCRIPTION
 AH3111
 AH3111'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH)
 AH3111'THE MARK IS LOCATED IN BROOKLYN PARK IN TH SW 1/4 OF SECTION 24,
 AH3111'T119N, R21W.  THE MARK, A DISK SET ON A DRIVEN ALUMINUM ROD, IS AT TH
 AH3111'252 MP 2.15, 46.0 FT (14.0 M) EAST OF NB TH 252, AND 4.7 FT (1.4 M)
 AH3111'WEST OF A WIT POST AND FENCE.  DESCRIBED BY DAVID K.  HERDER, TYPED BY
 AH3111'J.E.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0411 ***********************************************************************
 RP0411  DESIGNATION -  79
 RP0411  PID         -  RP0411
 RP0411  STATE/COUNTY-  MN/CLAY
 RP0411  USGS QUAD   -  GLYNDON SOUTH (1964)
 RP0411
 RP0411                         *CURRENT SURVEY CONTROL
 RP0411  ___________________________________________________________________
 RP0411* NAD 83(1986)-  46 50 52.     (N)    096 36 52.     (W)     SCALED    
 RP0411* NAVD 88     -       279.241  (meters)     916.14   (feet)  ADJUSTED  
 RP0411  ___________________________________________________________________
 RP0411  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 RP0411  DYNAMIC HT  -         279.263 (meters)     916.22  (feet)  COMP
 RP0411  MODELED GRAV-     980,684.8   (mgal)                       NAVD 88
 RP0411
 RP0411  VERT ORDER  -  SECOND    CLASS 0
 RP0411
 RP0411.The horizontal coordinates were scaled from a topographic map and have
 RP0411.an estimated accuracy of +/- 6 seconds.
 RP0411
 RP0411.The orthometric height was determined by differential leveling
 RP0411.and adjusted by the National Geodetic Survey in June 1991..
 RP0411
 RP0411.The geoid height was determined by GEOID03.
 RP0411
 RP0411.The dynamic height is computed by dividing the NAVD 88
 RP0411.geopotential number by the normal gravity value computed on the
 RP0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0411.degrees latitude (g = 980.6199 gals.).
 RP0411
 RP0411.The modeled gravity was interpolated from observed gravity values.
 RP0411
 RP0411;                    North         East    Units  Estimated Accuracy
 RP0411;SPC MN C     -   308,070.      619,690.      MT  (+/- 180 meters Scaled)
 RP0411
 RP0411                          SUPERSEDED SURVEY CONTROL
 RP0411
 RP0411  NGVD 29 (??/??/92)  278.952  (m)          915.20   (f) ADJ UNCH    2 0
 RP0411
 RP0411.Superseded values are not recommended for survey control.
 RP0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0411.See file dsdata.txt to determine how the superseded data were derived.
 RP0411
 RP0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS818910(NAD 83)
 RP0411_MARKER: Z = SEE DESCRIPTION
 RP0411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0411_SP_SET: BRIDGE CURB
 RP0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0411
 RP0411  HISTORY     - Date     Condition        Report By
 RP0411  HISTORY     - UNK      MONUMENTED       MNDT
 RP0411  HISTORY     - 1968     GOOD             MNDT
 RP0411
 RP0411                          STATION DESCRIPTION
 RP0411
 RP0411'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0411'2.0 MI SW FROM GLYNDON.
 RP0411'MARK IS LOCATED IN THE NE 1/4, SECTION 21, T 139N, R 47W ABOUT 2.0
 RP0411'MILES SOUTHWEST OF GLYNDON AT COUNTY ROAD NO. 79 OVER SOUTH BRANCH
 RP0411'RIVER.  MARK IS THE TOP OF AN IRON RING SURROUNDED BY RUBBER ASPHALT
 RP0411'SET IN THE SOUTHEAST CORNER OF BRIDGE CURB ABOUT 3.0 FEET WEST OF THE
 RP0411'SOUTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5957 ***********************************************************************
 DF5957  DESIGNATION -  79
 DF5957  PID         -  DF5957
 DF5957  STATE/COUNTY-  MN/PINE
 DF5957  USGS QUAD   -  KERRICK (1981)
 DF5957
 DF5957                         *CURRENT SURVEY CONTROL
 DF5957  ___________________________________________________________________
 DF5957* NAD 83(1996)-  46 15 30.42453(N)    092 32 02.92289(W)     ADJUSTED  
 DF5957* NAVD 88     -       376.9    (meters)    1237.     (feet)  GPS OBS   
 DF5957  ___________________________________________________________________
 DF5957  X           -    -195,334.264 (meters)                     COMP
 DF5957  Y           -  -4,413,531.583 (meters)                     COMP
 DF5957  Z           -   4,585,409.719 (meters)                     COMP
 DF5957  LAPLACE CORR-           7.93  (seconds)                    DEFLEC99
 DF5957  ELLIP HEIGHT-         349.93  (meters)          (05/27/03) GPS OBS
 DF5957  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 DF5957
 DF5957  HORZ ORDER  -  FIRST
 DF5957  ELLP ORDER  -  THIRD     CLASS I
 DF5957
 DF5957.The horizontal coordinates were established by GPS observations
 DF5957.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5957
 DF5957.The orthometric height was determined by GPS observations and a
 DF5957.high-resolution geoid model.
 DF5957
 DF5957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5957
 DF5957.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5957
 DF5957.The ellipsoidal height was determined by GPS observations
 DF5957.and is referenced to NAD 83.
 DF5957
 DF5957.The geoid height was determined by GEOID03.
 DF5957
 DF5957;                    North         East     Units Scale Factor Converg.
 DF5957;SPC MN C     -   241,304.616   932,275.015   MT  0.99992291   +1 14 28.4
 DF5957;UTM  15      - 5,122,869.305   535,903.875   MT  0.99961585   +0 20 11.6
 DF5957
 DF5957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5957!SPC MN C     -   0.99994515  x   0.99992291  =   0.99986806
 DF5957!UTM  15      -   0.99994515  x   0.99961585  =   0.99956102
 DF5957
 DF5957                          SUPERSEDED SURVEY CONTROL
 DF5957
 DF5957.No superseded survey control is available for this station.
 DF5957
 DF5957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3590422869(NAD 83)
 DF5957_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5957_STAMPING: NO 79
 DF5957_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5957+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5957
 DF5957  HISTORY     - Date     Condition        Report By
 DF5957  HISTORY     - 1999     MONUMENTED       MN-115
 DF5957
 DF5957                          STATION DESCRIPTION
 DF5957
 DF5957'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5957'6.85 MI (11.02 KM) EAST SOUTH AND EAST ON CO RD 153 FROM JCT OF CO RD
 DF5957'22 AT SE CORNER OF BRUNO, 32 FT (9.8 M) SOUTH OF CO RD 153, 4.5 FT
 DF5957'(1.4 M) NORTH OF FENCELINE, 2 FT (0.6 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0758 ***********************************************************************
 PP0758  DESIGNATION -  79 CAP
 PP0758  PID         -  PP0758
 PP0758  STATE/COUNTY-  MN/WASHINGTON
 PP0758  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP0758
 PP0758                         *CURRENT SURVEY CONTROL
 PP0758  ___________________________________________________________________
 PP0758* NAD 83(1986)-  44 51 59.     (N)    093 00 03.     (W)     SCALED    
 PP0758* NAVD 88     -       226.599  (meters)     743.43   (feet)  ADJUSTED  
 PP0758  ___________________________________________________________________
 PP0758  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 PP0758  DYNAMIC HT  -         226.592 (meters)     743.41  (feet)  COMP
 PP0758  MODELED GRAV-     980,580.9   (mgal)                       NAVD 88
 PP0758
 PP0758  VERT ORDER  -  FIRST     CLASS I
 PP0758
 PP0758.The horizontal coordinates were scaled from a topographic map and have
 PP0758.an estimated accuracy of +/- 6 seconds.
 PP0758
 PP0758.The orthometric height was determined by differential leveling
 PP0758.and adjusted by the National Geodetic Survey in June 1991..
 PP0758
 PP0758.The geoid height was determined by GEOID03.
 PP0758
 PP0758.The dynamic height is computed by dividing the NAVD 88
 PP0758.geopotential number by the normal gravity value computed on the
 PP0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0758.degrees latitude (g = 980.6199 gals.).
 PP0758
 PP0758.The modeled gravity was interpolated from observed gravity values.
 PP0758
 PP0758;                    North         East    Units  Estimated Accuracy
 PP0758;SPC MN S     -   307,860.      878,960.      MT  (+/- 180 meters Scaled)
 PP0758
 PP0758                          SUPERSEDED SURVEY CONTROL
 PP0758
 PP0758  NGVD 29 (??/??/92)  226.561  (m)          743.31   (f) ADJ UNCH    1 1
 PP0758
 PP0758.Superseded values are not recommended for survey control.
 PP0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0758.See file dsdata.txt to determine how the superseded data were derived.
 PP0758
 PP0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK999681(NAD 83)
 PP0758_MARKER: P = PIPE CAP
 PP0758_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0758_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0758_STAMPING: 44 51 59 93 00 02
 PP0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0758
 PP0758  HISTORY     - Date     Condition        Report By
 PP0758  HISTORY     - UNK      MONUMENTED       MRC
 PP0758  HISTORY     - 1970     GOOD             NGS
 PP0758
 PP0758                          STATION DESCRIPTION
 PP0758
 PP0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0758'IN NEWPORT.
 PP0758'AT NEWPORT, 380 FEET NORTHWEST OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP0758'PACIFIC RAILROAD STATION, 224 FEET NORTH-NORTHWEST OF THE NORTHWEST
 PP0758'CORNER OF THE PRESCOTT LUMBER COMPANY, 180 FEET WEST OF THE WEST RAIL
 PP0758'OF A SIDETRACK, 109 FEET SOUTH OF THE EXTENDED CENTER LINE OF 12TH
 PP0758'STREET, 32 FEET WEST OF THE CENTER LINE OF 7TH AVENUE, 50.8 FEET
 PP0758'NORTHEAST OF THE NORTHEAST CORNER OF HOUSE NUMBER 1143, 12 FEET SOUTH
 PP0758'OF THE CENTER LINE OF A DRIVEWAY, 12 FEET NORTH OF THE CENTER LINE OF
 PP0758'A DRIVEWAY, ABOUT LEVEL WITH THE AVENUE, AND IS A MISSISSIPPI RIVER
 PP0758'COMMISSION CAP ON THE TOP OF AN IRON PIPE WHICH IS LEVEL WITH THE
 PP0758'SURFACE OF THE GROUND.  SEC 25, T28N, R 22W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3284 ***********************************************************************
 PP3284  DESIGNATION -  7902 A
 PP3284  PID         -  PP3284
 PP3284  STATE/COUNTY-  MN/WABASHA
 PP3284  USGS QUAD   -  ZUMBRO FALLS (1974)
 PP3284
 PP3284                         *CURRENT SURVEY CONTROL
 PP3284  ___________________________________________________________________
 PP3284* NAD 83(1986)-  44 17 22.     (N)    092 26 04.     (W)     SCALED    
 PP3284* NAVD 88     -       256.267  (meters)     840.77   (feet)  ADJUSTED  
 PP3284  ___________________________________________________________________
 PP3284  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 PP3284  DYNAMIC HT  -         256.228 (meters)     840.64  (feet)  COMP
 PP3284  MODELED GRAV-     980,460.7   (mgal)                       NAVD 88
 PP3284
 PP3284  VERT ORDER  -  SECOND    CLASS I
 PP3284
 PP3284.The horizontal coordinates were scaled from a topographic map and have
 PP3284.an estimated accuracy of +/- 6 seconds.
 PP3284
 PP3284.The orthometric height was determined by differential leveling
 PP3284.and adjusted by the National Geodetic Survey in June 1995..
 PP3284
 PP3284.The geoid height was determined by GEOID03.
 PP3284
 PP3284.The dynamic height is computed by dividing the NAVD 88
 PP3284.geopotential number by the normal gravity value computed on the
 PP3284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3284.degrees latitude (g = 980.6199 gals.).
 PP3284
 PP3284.The modeled gravity was interpolated from observed gravity values.
 PP3284
 PP3284;                    North         East    Units  Estimated Accuracy
 PP3284;SPC MN S     -   244,470.      924,940.      MT  (+/- 180 meters Scaled)
 PP3284
 PP3284                          SUPERSEDED SURVEY CONTROL
 PP3284
 PP3284.No superseded survey control is available for this station.
 PP3284
 PP3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK451041(NAD 83)
 PP3284_MARKER: DB = BENCH MARK DISK
 PP3284_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3284_SP_SET: HEADWALL OF TRIPLE BOX CULVERT
 PP3284_STAMPING: 7902 A 1979
 PP3284_MARK LOGO: MNDT  
 PP3284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3284+STABILITY: SURFACE MOTION
 PP3284
 PP3284  HISTORY     - Date     Condition        Report By
 PP3284  HISTORY     - 1979     MONUMENTED       MNDT
 PP3284  HISTORY     - 20010915 GOOD             USPSQD
 PP3284
 PP3284                          STATION DESCRIPTION
 PP3284
 PP3284'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3284'0.7 MI NW FROM ZUMBRO FALLS.
 PP3284'THE MARK IS LOCATED 0.75 MILE NORTHWEST ALONG TRUNK HIGHWAY 60 FROM
 PP3284'ITS JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3284'HIGHWAY 60 MILE POINT 193.2 IN THE NE 1/4 OF SECTION 36, T110N, R14W.
 PP3284'THE MARK IS 33 FEET NORTHEAST OF AND 8 FEET LOWER THAN THE CENTERLINE
 PP3284'OF TRUNK HIGHWAY 60 IN SOUTHEAST END OF THE NORTHEAST HEADWALL OF A
 PP3284'46 FOOT BY 14 FOOT DEEP TRIPLE BOX CULVERT AT A CREEK.  THE MARK, A
 PP3284'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---7902 A 1979, IS
 PP3284'SET IN A DRILL HOLE IN THE BRIDGE ABUTMENT.
 PP3284
 PP3284                          STATION RECOVERY (2001)
 PP3284
 PP3284'RECOVERY NOTE BY US POWER SQUADRON 2001 (GN)
 PP3284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3285 ***********************************************************************
 PP3285  DESIGNATION -  7902 B
 PP3285  PID         -  PP3285
 PP3285  STATE/COUNTY-  MN/WABASHA
 PP3285  USGS QUAD   -  ZUMBRO FALLS (1974)
 PP3285
 PP3285                         *CURRENT SURVEY CONTROL
 PP3285  ___________________________________________________________________
 PP3285* NAD 83(1986)-  44 17 26.     (N)    092 26 24.     (W)     SCALED    
 PP3285* NAVD 88     -       263.342  (meters)     863.98   (feet)  ADJUSTED  
 PP3285  ___________________________________________________________________
 PP3285  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 PP3285  DYNAMIC HT  -         263.302 (meters)     863.85  (feet)  COMP
 PP3285  MODELED GRAV-     980,459.3   (mgal)                       NAVD 88
 PP3285
 PP3285  VERT ORDER  -  SECOND    CLASS I
 PP3285
 PP3285.The horizontal coordinates were scaled from a topographic map and have
 PP3285.an estimated accuracy of +/- 6 seconds.
 PP3285
 PP3285.The orthometric height was determined by differential leveling
 PP3285.and adjusted by the National Geodetic Survey in June 1995..
 PP3285
 PP3285.The geoid height was determined by GEOID03.
 PP3285
 PP3285.The dynamic height is computed by dividing the NAVD 88
 PP3285.geopotential number by the normal gravity value computed on the
 PP3285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3285.degrees latitude (g = 980.6199 gals.).
 PP3285
 PP3285.The modeled gravity was interpolated from observed gravity values.
 PP3285
 PP3285;                    North         East    Units  Estimated Accuracy
 PP3285;SPC MN S     -   244,580.      924,490.      MT  (+/- 180 meters Scaled)
 PP3285
 PP3285                          SUPERSEDED SURVEY CONTROL
 PP3285
 PP3285.No superseded survey control is available for this station.
 PP3285
 PP3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK446042(NAD 83)
 PP3285_MARKER: DB = BENCH MARK DISK
 PP3285_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3285_SP_SET: HEADWALL OF BOX CULVERT
 PP3285_STAMPING: 7902 B 1979
 PP3285_MARK LOGO: MNDT  
 PP3285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3285+STABILITY: SURFACE MOTION
 PP3285
 PP3285  HISTORY     - Date     Condition        Report By
 PP3285  HISTORY     - 1979     MONUMENTED       MNDT
 PP3285  HISTORY     - 20010915 GOOD             USPSQD
 PP3285
 PP3285                          STATION DESCRIPTION
 PP3285
 PP3285'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3285'1 MI NW FROM ZUMBRO FALLS.
 PP3285'THE MARK IS LOCATED 1 MILE NORTHWEST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3285'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3285'HIGHWAY 60 MILE POINT 192.85 IN THE NE 1/4 OF SECTION 36, T110N,
 PP3285'R14W.  THE MARK IS 52 FEET SOUTHEAST OF AND 15 FEET LOWER THAN THE
 PP3285'CENTERLINE OF TRUNK HIGHWAY 60 IN THE SOUTHEAST END OF THE SOUTHWEST
 PP3285'HEADWALL OF A 16 FOOT WIDE BY 11 FOOT DEEP BOX CULVERT.  THE MARK, A
 PP3285'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---7902 B 1979---, IS
 PP3285'CEMENTED IN A DRILL HOLE IN THE HEADWALL.
 PP3285
 PP3285                          STATION RECOVERY (2001)
 PP3285
 PP3285'RECOVERY NOTE BY US POWER SQUADRON 2001 (GN)
 PP3285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3286 ***********************************************************************
 PP3286  DESIGNATION -  7902 C
 PP3286  PID         -  PP3286
 PP3286  STATE/COUNTY-  MN/WABASHA
 PP3286  USGS QUAD   -  ZUMBRO FALLS (1974)
 PP3286
 PP3286                         *CURRENT SURVEY CONTROL
 PP3286  ___________________________________________________________________
 PP3286* NAD 83(1986)-  44 17 20.     (N)    092 27 08.     (W)     SCALED    
 PP3286* NAVD 88     -       296.478  (meters)     972.69   (feet)  ADJUSTED  
 PP3286  ___________________________________________________________________
 PP3286  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 PP3286  DYNAMIC HT  -         296.433 (meters)     972.55  (feet)  COMP
 PP3286  MODELED GRAV-     980,457.1   (mgal)                       NAVD 88
 PP3286
 PP3286  VERT ORDER  -  SECOND    CLASS I
 PP3286
 PP3286.The horizontal coordinates were scaled from a topographic map and have
 PP3286.an estimated accuracy of +/- 6 seconds.
 PP3286
 PP3286.The orthometric height was determined by differential leveling
 PP3286.and adjusted by the National Geodetic Survey in June 1995..
 PP3286
 PP3286.The geoid height was determined by GEOID03.
 PP3286
 PP3286.The dynamic height is computed by dividing the NAVD 88
 PP3286.geopotential number by the normal gravity value computed on the
 PP3286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3286.degrees latitude (g = 980.6199 gals.).
 PP3286
 PP3286.The modeled gravity was interpolated from observed gravity values.
 PP3286
 PP3286;                    North         East    Units  Estimated Accuracy
 PP3286;SPC MN S     -   244,380.      923,520.      MT  (+/- 180 meters Scaled)
 PP3286
 PP3286                          SUPERSEDED SURVEY CONTROL
 PP3286
 PP3286.No superseded survey control is available for this station.
 PP3286
 PP3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK437041(NAD 83)
 PP3286_MARKER: DB = BENCH MARK DISK
 PP3286_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3286_SP_SET: COPPER-CLAD STEEL ROD
 PP3286_STAMPING: 7902 C 1979
 PP3286_MARK LOGO: MNDT  
 PP3286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3286
 PP3286  HISTORY     - Date     Condition        Report By
 PP3286  HISTORY     - 1979     MONUMENTED       MNDT
 PP3286  HISTORY     - 20010915 GOOD             USPSQD
 PP3286
 PP3286                          STATION DESCRIPTION
 PP3286
 PP3286'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3286'1.55 MI WEST FROM ZUMBRO FALLS.
 PP3286'THE MARK IS LOCATED 1.7 MILES WEST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3286'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3286'HIGHWAY 60 MILE POINT 192.2 IN THE NE 1/4 OF SECTION 35, T110N, R14W.
 PP3286'THE MARK IS 78.2 FEET SOUTHEAST OF POWER POLE NUMBER 247, 74.9 FEET
 PP3286'EAST-SOUTHEAST OF A STEEL RIGHT-OF-WAY SIGN POST, 57.8 FEET NORTH OF
 PP3286'AND ABOUT 5 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 60, 18
 PP3286'FEET SOUTHEAST OF A 10 INCH OAK TREE, 12.5 FEET SOUTHWEST OF A 12
 PP3286'INCH OAK TREE AND 0.7 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK,
 PP3286'A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---7902 C 1979---,
 PP3286'IS CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 10 FOOT LONG
 PP3286'COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL THAT PROJECTS 2 INCHES ABOVE
 PP3286'GROUND LEVEL.
 PP3286
 PP3286                          STATION RECOVERY (2001)
 PP3286
 PP3286'RECOVERY NOTE BY US POWER SQUADRON 2001 (GN)
 PP3286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3287 ***********************************************************************
 PP3287  DESIGNATION -  7902 D
 PP3287  PID         -  PP3287
 PP3287  STATE/COUNTY-  MN/WABASHA
 PP3287  USGS QUAD   -  ZUMBRO FALLS (1974)
 PP3287
 PP3287                         *CURRENT SURVEY CONTROL
 PP3287  ___________________________________________________________________
 PP3287* NAD 83(1986)-  44 17 20.     (N)    092 27 59.     (W)     SCALED    
 PP3287* NAVD 88     -       320.521  (meters)    1051.58   (feet)  ADJUSTED  
 PP3287  ___________________________________________________________________
 PP3287  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 PP3287  DYNAMIC HT  -         320.471 (meters)    1051.41  (feet)  COMP
 PP3287  MODELED GRAV-     980,454.5   (mgal)                       NAVD 88
 PP3287
 PP3287  VERT ORDER  -  SECOND    CLASS I
 PP3287
 PP3287.The horizontal coordinates were scaled from a topographic map and have
 PP3287.an estimated accuracy of +/- 6 seconds.
 PP3287
 PP3287.The orthometric height was determined by differential leveling
 PP3287.and adjusted by the National Geodetic Survey in June 1995..
 PP3287
 PP3287.The geoid height was determined by GEOID03.
 PP3287
 PP3287.The dynamic height is computed by dividing the NAVD 88
 PP3287.geopotential number by the normal gravity value computed on the
 PP3287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3287.degrees latitude (g = 980.6199 gals.).
 PP3287
 PP3287.The modeled gravity was interpolated from observed gravity values.
 PP3287
 PP3287;                    North         East    Units  Estimated Accuracy
 PP3287;SPC MN S     -   244,360.      922,390.      MT  (+/- 180 meters Scaled)
 PP3287
 PP3287                          SUPERSEDED SURVEY CONTROL
 PP3287
 PP3287.No superseded survey control is available for this station.
 PP3287
 PP3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK425040(NAD 83)
 PP3287_MARKER: DB = BENCH MARK DISK
 PP3287_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3287_SP_SET: COPPER-CLAD STEEL ROD
 PP3287_STAMPING: 7902 D 1979
 PP3287_MARK LOGO: MNDT  
 PP3287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3287
 PP3287  HISTORY     - Date     Condition        Report By
 PP3287  HISTORY     - 1979     MONUMENTED       MNDT
 PP3287  HISTORY     - 20010915 GOOD             USPSQD
 PP3287
 PP3287                          STATION DESCRIPTION
 PP3287
 PP3287'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3287'2.25 MI WEST FROM ZUMBRO FALLS.
 PP3287'THE MARK IS LOCATED 2.4 MILES WEST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3287'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3287'HIGHWAY 60 MILE POINT 191.5 IN THE NE 1/4 OF SECTION 35, T110N, R14W.
 PP3287'THE MARK IS 68 FEET NORTH OF AND ABOUT 7 FEET LOWER THAN THE
 PP3287'CENTERLINE OF TRUNK HIGHWAY 60, 27.8 FEET WEST-SOUTHWEST OF THE EAST
 PP3287'GATE POST WHICH IS A STEEL PIPE, 7.2 FEET SOUTH OF A STEEL
 PP3287'RIGHT-OF-WAY SIGN POST, 2.5 FEET SOUTH-SOUTHWEST OF POWER POLE NUMBER
 PP3287'232 AND 0.8 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PP3287'MNDT VERTICAL CONTROL MARK DISK STAMPED---7902 D 1979---, IS CRIMPED
 PP3287'TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 22 FOOT LONG COPPER-CLAD
 PP3287'STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
 PP3287
 PP3287                          STATION RECOVERY (2001)
 PP3287
 PP3287'RECOVERY NOTE BY US POWER SQUADRON 2001 (GN)
 PP3287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3288 ***********************************************************************
 PP3288  DESIGNATION -  7902 E
 PP3288  PID         -  PP3288
 PP3288  STATE/COUNTY-  MN/WABASHA
 PP3288  USGS QUAD   -  ZUMBRO FALLS (1974)
 PP3288
 PP3288                         *CURRENT SURVEY CONTROL
 PP3288  ___________________________________________________________________
 PP3288* NAD 83(1986)-  44 17 27.     (N)    092 28 56.     (W)     SCALED    
 PP3288* NAVD 88     -       332.277  (meters)    1090.15   (feet)  ADJUSTED  
 PP3288  ___________________________________________________________________
 PP3288  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 PP3288  DYNAMIC HT  -         332.225 (meters)    1089.97  (feet)  COMP
 PP3288  MODELED GRAV-     980,451.9   (mgal)                       NAVD 88
 PP3288
 PP3288  VERT ORDER  -  SECOND    CLASS I
 PP3288
 PP3288.The horizontal coordinates were scaled from a topographic map and have
 PP3288.an estimated accuracy of +/- 6 seconds.
 PP3288
 PP3288.The orthometric height was determined by differential leveling
 PP3288.and adjusted by the National Geodetic Survey in June 1995..
 PP3288
 PP3288.The geoid height was determined by GEOID03.
 PP3288
 PP3288.The dynamic height is computed by dividing the NAVD 88
 PP3288.geopotential number by the normal gravity value computed on the
 PP3288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3288.degrees latitude (g = 980.6199 gals.).
 PP3288
 PP3288.The modeled gravity was interpolated from observed gravity values.
 PP3288
 PP3288;                    North         East    Units  Estimated Accuracy
 PP3288;SPC MN S     -   244,550.      921,120.      MT  (+/- 180 meters Scaled)
 PP3288
 PP3288                          SUPERSEDED SURVEY CONTROL
 PP3288
 PP3288.No superseded survey control is available for this station.
 PP3288
 PP3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK413043(NAD 83)
 PP3288_MARKER: DB = BENCH MARK DISK
 PP3288_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3288_SP_SET: COPPER-CLAD STEEL ROD
 PP3288_STAMPING: 7902 E 1979
 PP3288_MARK LOGO: MNDT  
 PP3288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3288
 PP3288  HISTORY     - Date     Condition        Report By
 PP3288  HISTORY     - 1979     MONUMENTED       MNDT
 PP3288  HISTORY     - 20010915 GOOD             USPSQD
 PP3288
 PP3288                          STATION DESCRIPTION
 PP3288
 PP3288'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3288'3 MI WEST FROM ZUMBRO FALLS.
 PP3288'THE MARK IS LOCATED 3.2 MILES WEST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3288'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3288'HIGHWAY 60 MILE POINT 190.7 IN THE NW 1/4 OF SECTION 34, T110N, R14W.
 PP3288'THE MARK IS 68.7 FEET NORTH OF AND ABOUT 5 FEET LOWER THAN THE
 PP3288'CENTERLINE OF TRUNK HIGHWAY 60, 17 FEET WEST OF THE CENTER OF A FIELD
 PP3288'ENTRANCE, 2 FEET SOUTH-SOUTHWEST OF POWER POLE NUMBER 215 AND 0.9
 PP3288'FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3288'VERTICAL CONTROL MARK DISK STAMPED---7902 E 1979---, IS CRIMPED TO
 PP3288'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 18 FOOT LONG COPPER-CLAD
 PP3288'STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
 PP3288
 PP3288                          STATION RECOVERY (2001)
 PP3288
 PP3288'RECOVERY NOTE BY US POWER SQUADRON 2001 (GN)
 PP3288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3289 ***********************************************************************
 PP3289  DESIGNATION -  7902 F
 PP3289  PID         -  PP3289
 PP3289  STATE/COUNTY-  MN/WABASHA
 PP3289  USGS QUAD   -  ZUMBRO FALLS (1974)
 PP3289
 PP3289                         *CURRENT SURVEY CONTROL
 PP3289  ___________________________________________________________________
 PP3289* NAD 83(1986)-  44 17 32.     (N)    092 29 28.     (W)     SCALED    
 PP3289* NAVD 88     -       315.244  (meters)    1034.26   (feet)  ADJUSTED  
 PP3289  ___________________________________________________________________
 PP3289  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 PP3289  DYNAMIC HT  -         315.194 (meters)    1034.10  (feet)  COMP
 PP3289  MODELED GRAV-     980,450.6   (mgal)                       NAVD 88
 PP3289
 PP3289  VERT ORDER  -  SECOND    CLASS I
 PP3289
 PP3289.The horizontal coordinates were scaled from a topographic map and have
 PP3289.an estimated accuracy of +/- 6 seconds.
 PP3289
 PP3289.The orthometric height was determined by differential leveling
 PP3289.and adjusted by the National Geodetic Survey in June 1995..
 PP3289
 PP3289.The geoid height was determined by GEOID03.
 PP3289
 PP3289.The dynamic height is computed by dividing the NAVD 88
 PP3289.geopotential number by the normal gravity value computed on the
 PP3289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3289.degrees latitude (g = 980.6199 gals.).
 PP3289
 PP3289.The modeled gravity was interpolated from observed gravity values.
 PP3289
 PP3289;                    North         East    Units  Estimated Accuracy
 PP3289;SPC MN S     -   244,690.      920,410.      MT  (+/- 180 meters Scaled)
 PP3289
 PP3289                          SUPERSEDED SURVEY CONTROL
 PP3289
 PP3289.No superseded survey control is available for this station.
 PP3289
 PP3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK405044(NAD 83)
 PP3289_MARKER: DB = BENCH MARK DISK
 PP3289_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP3289+WITH SETTING: INFORMATION.
 PP3289_SP_SET: SHALLOW SET METAL ROD
 PP3289_STAMPING: 7902 F 1979
 PP3289_MARK LOGO: MNDT  
 PP3289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3289
 PP3289  HISTORY     - Date     Condition        Report By
 PP3289  HISTORY     - 1979     MONUMENTED       MNDT
 PP3289  HISTORY     - 20010915 GOOD             USPSQD
 PP3289
 PP3289                          STATION DESCRIPTION
 PP3289
 PP3289'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3289'3.2 MI NE FROM MAZEPPA.
 PP3289'THE MARK IS LOCATED 3.35 MILES EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3289'JUNCTION WITH COUNTY ROAD 1 AT MAZEPPA AND IS NEAR TRUNK HIGHWAY 60
 PP3289'MILE POINT 190.2 IN THE NW 1/4 OF SECTION 34, T110N, R14W.  THE MARK
 PP3289'IS 74.9 FEET WEST OF A STEEL RIGHT-OF-WAY SIGN POST, 68.5 FEET NORTH
 PP3289'OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 60, 45.8 FEET
 PP3289'NORTHEAST OF THE EAST END OF AN 18 INCH METAL CULVERT UNDER THE FIELD
 PP3289'ENTRANCE, 30 FEET EAST OF THE SOUTH END OF A FENCE LINE TO THE NORTH,
 PP3289'2.2 FEET SOUTHEAST OF POWER POLE NUMBER 205 AND 0.8 FOOT SOUTH OF A
 PP3289'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 PP3289'DISK STAMPED---7902 F 1979---, IS CRIMPED TO THE TOP OF A 5/8 INCH BY
 PP3289'9 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL THAT PROJECTS 2
 PP3289'INCHES ABOVE GROUND LEVEL.
 PP3289
 PP3289                          STATION RECOVERY (2001)
 PP3289
 PP3289'RECOVERY NOTE BY US POWER SQUADRON 2001 (GN)
 PP3289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3290 ***********************************************************************
 PP3290  DESIGNATION -  7902 G
 PP3290  PID         -  PP3290
 PP3290  STATE/COUNTY-  MN/WABASHA
 PP3290  USGS QUAD   -  MAZEPPA (1980)
 PP3290
 PP3290                         *CURRENT SURVEY CONTROL
 PP3290  ___________________________________________________________________
 PP3290* NAD 83(1986)-  44 17 16.     (N)    092 30 23.     (W)     SCALED    
 PP3290* NAVD 88     -       286.780  (meters)     940.88   (feet)  ADJUSTED  
 PP3290  ___________________________________________________________________
 PP3290  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 PP3290  DYNAMIC HT  -         286.734 (meters)     940.73  (feet)  COMP
 PP3290  MODELED GRAV-     980,449.2   (mgal)                       NAVD 88
 PP3290
 PP3290  VERT ORDER  -  SECOND    CLASS I
 PP3290
 PP3290.The horizontal coordinates were scaled from a topographic map and have
 PP3290.an estimated accuracy of +/- 6 seconds.
 PP3290
 PP3290.The orthometric height was determined by differential leveling
 PP3290.and adjusted by the National Geodetic Survey in June 1995..
 PP3290
 PP3290.The geoid height was determined by GEOID03.
 PP3290
 PP3290.The dynamic height is computed by dividing the NAVD 88
 PP3290.geopotential number by the normal gravity value computed on the
 PP3290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3290.degrees latitude (g = 980.6199 gals.).
 PP3290
 PP3290.The modeled gravity was interpolated from observed gravity values.
 PP3290
 PP3290;                    North         East    Units  Estimated Accuracy
 PP3290;SPC MN S     -   244,180.      919,200.      MT  (+/- 180 meters Scaled)
 PP3290
 PP3290                          SUPERSEDED SURVEY CONTROL
 PP3290
 PP3290.No superseded survey control is available for this station.
 PP3290
 PP3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK393039(NAD 83)
 PP3290_MARKER: DB = BENCH MARK DISK
 PP3290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3290_SP_SET: HEADWALL OF BOX CULVERT
 PP3290_STAMPING: 7902 G 1979
 PP3290_MARK LOGO: MNDT  
 PP3290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3290+STABILITY: SURFACE MOTION
 PP3290
 PP3290  HISTORY     - Date     Condition        Report By
 PP3290  HISTORY     - 1979     MONUMENTED       MNDT
 PP3290  HISTORY     - 20010915 GOOD             USPSQD
 PP3290
 PP3290                          STATION DESCRIPTION
 PP3290
 PP3290'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3290'2.35 MI NE FROM MAZEPPA.
 PP3290'THE MARK IS LOCATED 2.45 MILES NORTHEAST ALONG TRUNK HIGHWAY 60 FROM
 PP3290'ITS JUNCTION WITH COUNTY ROAD 1 AT MAZEPPA AND IS NEAR TRUNK HIGHWAY
 PP3290'60 MILE POINT 189.4 IN THE SW 1/4 OF SECTION 33, T110N, R14W.  THE
 PP3290'MARK IS 19 FEET SOUTH OF AND 2 FEET LOWER THAN THE CENTERLINE OF
 PP3290'TRUNK HIGHWAY 60 IN THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF A
 PP3290'14 FOOT WIDE BY 7 FOOT DEEP DOUBLE BOX CULVERT.  THE MARK, A STANDARD
 PP3290'MNDT BENCH MARK DISK STAMPED---7902 G 1979---, IS CEMENTED IN THE
 PP3290'HEADWALL.
 PP3290
 PP3290                          STATION RECOVERY (2001)
 PP3290
 PP3290'RECOVERY NOTE BY US POWER SQUADRON 2001 (GN)
 PP3290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3291 ***********************************************************************
 PP3291  DESIGNATION -  7902 H
 PP3291  PID         -  PP3291
 PP3291  STATE/COUNTY-  MN/WABASHA
 PP3291  USGS QUAD   -  MAZEPPA (1980)
 PP3291
 PP3291                         *CURRENT SURVEY CONTROL
 PP3291  ___________________________________________________________________
 PP3291* NAD 83(1986)-  44 17 06.     (N)    092 30 42.     (W)     SCALED    
 PP3291* NAVD 88     -       283.845  (meters)     931.25   (feet)  ADJUSTED  
 PP3291  ___________________________________________________________________
 PP3291  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 PP3291  DYNAMIC HT  -         283.799 (meters)     931.10  (feet)  COMP
 PP3291  MODELED GRAV-     980,448.9   (mgal)                       NAVD 88
 PP3291
 PP3291  VERT ORDER  -  SECOND    CLASS I
 PP3291
 PP3291.The horizontal coordinates were scaled from a topographic map and have
 PP3291.an estimated accuracy of +/- 6 seconds.
 PP3291
 PP3291.The orthometric height was determined by differential leveling
 PP3291.and adjusted by the National Geodetic Survey in June 1995..
 PP3291
 PP3291.The geoid height was determined by GEOID03.
 PP3291
 PP3291.The dynamic height is computed by dividing the NAVD 88
 PP3291.geopotential number by the normal gravity value computed on the
 PP3291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3291.degrees latitude (g = 980.6199 gals.).
 PP3291
 PP3291.The modeled gravity was interpolated from observed gravity values.
 PP3291
 PP3291;                    North         East    Units  Estimated Accuracy
 PP3291;SPC MN S     -   243,860.      918,790.      MT  (+/- 180 meters Scaled)
 PP3291
 PP3291                          SUPERSEDED SURVEY CONTROL
 PP3291
 PP3291.No superseded survey control is available for this station.
 PP3291
 PP3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK389036(NAD 83)
 PP3291_MARKER: DB = BENCH MARK DISK
 PP3291_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3291_SP_SET: HEADWALL OF BOX CULVERT
 PP3291_STAMPING: 7902 H 1979
 PP3291_MARK LOGO: MNDT  
 PP3291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3291+STABILITY: SURFACE MOTION
 PP3291
 PP3291  HISTORY     - Date     Condition        Report By
 PP3291  HISTORY     - 1979     MONUMENTED       MNDT
 PP3291  HISTORY     - 20010915 MARK NOT FOUND   USPSQD
 PP3291
 PP3291                          STATION DESCRIPTION
 PP3291
 PP3291'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3291'2 MI NE FROM MAZEPPA.
 PP3291'THE MARK IS LOCATED 2.15 MILES EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3291'JUNCTION WITH COUNTY ROAD 1 AT MAZEPPA AND IS NEAR TRUNK HIGHWAY 60
 PP3291'MILE POINT 189.1 IN THE SE 1/4 OF SECTION 32, T110N, R14W.  THE MARK
 PP3291'IS 10 FEET WEST OF THE CENTER OF THE TOWNSHIP ROAD, 109 FEET
 PP3291'NORTHWEST OF AND ABOUT 5 FEET LOWER THAN THE CENTERLINE OF TRUNK
 PP3291'HIGHWAY 60 IN THE NORTHWEST CORNER OF THE HEADWALL OF A 16 FOOT WIDE
 PP3291'BY 6 FOOT DEEP BOX CULVERT.  THE MARK, A STANDARD MNDT VERTICAL
 PP3291'CONTROL MARK DISK STAMPED---7902 H 1979---, IS CEMENTED IN A DRILL
 PP3291'HOLE IN THE HEADWALL.
 PP3291
 PP3291                          STATION RECOVERY (2001)
 PP3291
 PP3291'RECOVERY NOTE BY US POWER SQUADRON 2001 (GN)
 PP3291'AFTER EXTENSIVE SEARCH, NO MARKER WAS FOUND. CULVERT BURIED 8 FEET
 PP3291'DEEP. MARKER MAY BE BURIED DEEPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3292 ***********************************************************************
 PP3292  DESIGNATION -  7902 J
 PP3292  PID         -  PP3292
 PP3292  STATE/COUNTY-  MN/WABASHA
 PP3292  USGS QUAD   -  MAZEPPA (1980)
 PP3292
 PP3292                         *CURRENT SURVEY CONTROL
 PP3292  ___________________________________________________________________
 PP3292* NAD 83(1986)-  44 16 34.     (N)    092 31 16.     (W)     SCALED    
 PP3292* NAVD 88     -       278.669  (meters)     914.27   (feet)  ADJUSTED  
 PP3292  ___________________________________________________________________
 PP3292  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 PP3292  DYNAMIC HT  -         278.624 (meters)     914.12  (feet)  COMP
 PP3292  MODELED GRAV-     980,448.4   (mgal)                       NAVD 88
 PP3292
 PP3292  VERT ORDER  -  SECOND    CLASS I
 PP3292
 PP3292.The horizontal coordinates were scaled from a topographic map and have
 PP3292.an estimated accuracy of +/- 6 seconds.
 PP3292
 PP3292.The orthometric height was determined by differential leveling
 PP3292.and adjusted by the National Geodetic Survey in June 1995..
 PP3292
 PP3292.The geoid height was determined by GEOID03.
 PP3292
 PP3292.The dynamic height is computed by dividing the NAVD 88
 PP3292.geopotential number by the normal gravity value computed on the
 PP3292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3292.degrees latitude (g = 980.6199 gals.).
 PP3292
 PP3292.The modeled gravity was interpolated from observed gravity values.
 PP3292
 PP3292;                    North         East    Units  Estimated Accuracy
 PP3292;SPC MN S     -   242,860.      918,050.      MT  (+/- 180 meters Scaled)
 PP3292
 PP3292                          SUPERSEDED SURVEY CONTROL
 PP3292
 PP3292.No superseded survey control is available for this station.
 PP3292
 PP3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK382026(NAD 83)
 PP3292_MARKER: DB = BENCH MARK DISK
 PP3292_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3292_SP_SET: BRIDGE ABUTMENT
 PP3292_STAMPING: 7902 J 1979
 PP3292_MARK LOGO: MNDT  
 PP3292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3292
 PP3292  HISTORY     - Date     Condition        Report By
 PP3292  HISTORY     - 1979     MONUMENTED       MNDT
 PP3292  HISTORY     - 20010915 GOOD             USPSQD
 PP3292
 PP3292                          STATION DESCRIPTION
 PP3292
 PP3292'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3292'1.3 MI EAST FROM MAZEPPA.
 PP3292'THE MARK IS LOCATED 1.35 MILES EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3292'JUNCTION WITH COUNTY ROAD 1 AT MAZEPPA AND IS NEAR TRUNK HIGHWAY 60
 PP3292'MILE POINT 188.35 IN THE NE 1/4 OF SECTION 5, T109N, R14W.  THE MARK
 PP3292'IS 18 FEET SOUTHEAST OF AND 0.5 FOOT HIGHER THAN THE CENTERLINE OF
 PP3292'TRUNK HIGHWAY 60 IN THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF
 PP3292'BRIDGE NUMBER 6832 OVER TROUT BROOK.  THE MARK, A STANDARD MNDT
 PP3292'VERTICAL CONTROL MARK DISK STAMPED---7902 J 1979---, IS CEMENTED IN A
 PP3292'DRILL HOLE IN THE BRIDGE ABUTMENT.
 PP3292
 PP3292                          STATION RECOVERY (2001)
 PP3292
 PP3292'RECOVERY NOTE BY US POWER SQUADRON 2001 (GN)
 PP3292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3293 ***********************************************************************
 PP3293  DESIGNATION -  7902 K
 PP3293  PID         -  PP3293
 PP3293  STATE/COUNTY-  MN/WABASHA
 PP3293  USGS QUAD   -  MAZEPPA (1980)
 PP3293
 PP3293                         *CURRENT SURVEY CONTROL
 PP3293  ___________________________________________________________________
 PP3293* NAD 83(1986)-  44 16 32.     (N)    092 32 04.     (W)     SCALED    
 PP3293* NAVD 88     -       298.696  (meters)     979.97   (feet)  ADJUSTED  
 PP3293  ___________________________________________________________________
 PP3293  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 PP3293  DYNAMIC HT  -         298.647 (meters)     979.81  (feet)  COMP
 PP3293  MODELED GRAV-     980,447.5   (mgal)                       NAVD 88
 PP3293
 PP3293  VERT ORDER  -  SECOND    CLASS I
 PP3293
 PP3293.The horizontal coordinates were scaled from a topographic map and have
 PP3293.an estimated accuracy of +/- 6 seconds.
 PP3293
 PP3293.The orthometric height was determined by differential leveling
 PP3293.and adjusted by the National Geodetic Survey in June 1995..
 PP3293
 PP3293.The geoid height was determined by GEOID03.
 PP3293
 PP3293.The dynamic height is computed by dividing the NAVD 88
 PP3293.geopotential number by the normal gravity value computed on the
 PP3293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3293.degrees latitude (g = 980.6199 gals.).
 PP3293
 PP3293.The modeled gravity was interpolated from observed gravity values.
 PP3293
 PP3293;                    North         East    Units  Estimated Accuracy
 PP3293;SPC MN S     -   242,780.      916,990.      MT  (+/- 180 meters Scaled)
 PP3293
 PP3293                          SUPERSEDED SURVEY CONTROL
 PP3293
 PP3293.No superseded survey control is available for this station.
 PP3293
 PP3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK371025(NAD 83)
 PP3293_MARKER: DB = BENCH MARK DISK
 PP3293_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3293_SP_SET: COPPER-CLAD STEEL ROD
 PP3293_STAMPING: 7902 K 1979
 PP3293_MARK LOGO: MNDT  
 PP3293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3293
 PP3293  HISTORY     - Date     Condition        Report By
 PP3293  HISTORY     - 1979     MONUMENTED       MNDT
 PP3293  HISTORY     - 20010915 GOOD             USPSQD
 PP3293
 PP3293                          STATION DESCRIPTION
 PP3293
 PP3293'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3293'IN MAZEPPA.
 PP3293'THE MARK IS LOCATED 0.6 MILE EAST ALONG CHESTNUT STREET FROM ITS
 PP3293'JUNCTION WITH COUNTY ROAD 1 IN MAZEPPA OR 0.05 MILE WEST ALONG
 PP3293'CHESTNUT STREET FROM TRUNK HIGHWAY 60 AND IS IN THE NE 1/4 OF SECTION
 PP3293'6, T109N, R14W.  THE MARK IS 36 FEET NORTH OF AND 5 FEET HIGHER THAN
 PP3293'CHESTNUT STREET, 20 FEET WEST OF A STEEL RIGHT-OF-WAY SIGN POST, 15
 PP3293'FEET OF THE CENTER OF THE ENTRANCE TO THE FARM EQUIPMENT STORAGE
 PP3293'YARD, 11.2 FEET NORTH OF THE EAST END OF A 15 INCH METAL CULVERT
 PP3293'UNDER AN ENTRANCE, 1.5 FEET WEST OF A POWER POLE AND 0.8 FOOT SOUTH
 PP3293'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 PP3293'MARK DISK STAMPED---7902 K 1979---, IS CRIMPED TO THE TOP OF A DRIVEN
 PP3293'5/8 INCH DIAMETER BY 20 FOOT LONG COPPER-CLAD STEEL ROD FLUSH WITH
 PP3293'THE GROUND.
 PP3293
 PP3293                          STATION RECOVERY (2001)
 PP3293
 PP3293'RECOVERY NOTE BY US POWER SQUADRON 2001 (GN)
 PP3293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3294 ***********************************************************************
 PP3294  DESIGNATION -  7902 L
 PP3294  PID         -  PP3294
 PP3294  STATE/COUNTY-  MN/WABASHA
 PP3294  USGS QUAD   -  MAZEPPA (1980)
 PP3294
 PP3294                         *CURRENT SURVEY CONTROL
 PP3294  ___________________________________________________________________
 PP3294* NAD 83(1986)-  44 16 13.     (N)    092 32 55.     (W)     SCALED    
 PP3294* NAVD 88     -       285.775  (meters)     937.58   (feet)  ADJUSTED  
 PP3294  ___________________________________________________________________
 PP3294  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 PP3294  DYNAMIC HT  -         285.728 (meters)     937.43  (feet)  COMP
 PP3294  MODELED GRAV-     980,446.1   (mgal)                       NAVD 88
 PP3294
 PP3294  VERT ORDER  -  SECOND    CLASS I
 PP3294
 PP3294.The horizontal coordinates were scaled from a topographic map and have
 PP3294.an estimated accuracy of +/- 6 seconds.
 PP3294
 PP3294.The orthometric height was determined by differential leveling
 PP3294.and adjusted by the National Geodetic Survey in June 1995..
 PP3294
 PP3294.The geoid height was determined by GEOID03.
 PP3294
 PP3294.The dynamic height is computed by dividing the NAVD 88
 PP3294.geopotential number by the normal gravity value computed on the
 PP3294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3294.degrees latitude (g = 980.6199 gals.).
 PP3294
 PP3294.The modeled gravity was interpolated from observed gravity values.
 PP3294
 PP3294;                    North         East    Units  Estimated Accuracy
 PP3294;SPC MN S     -   242,170.      915,870.      MT  (+/- 180 meters Scaled)
 PP3294
 PP3294                          SUPERSEDED SURVEY CONTROL
 PP3294
 PP3294.No superseded survey control is available for this station.
 PP3294
 PP3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK360019(NAD 83)
 PP3294_MARKER: DB = BENCH MARK DISK
 PP3294_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3294_SP_SET: BRIDGE ABUTMENT
 PP3294_STAMPING: 7902 L 1979
 PP3294_MARK LOGO: MNDT  
 PP3294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3294
 PP3294  HISTORY     - Date     Condition        Report By
 PP3294  HISTORY     - 1979     MONUMENTED       MNDT
 PP3294  HISTORY     - 20010915 GOOD             USPSQD
 PP3294
 PP3294                          STATION DESCRIPTION
 PP3294
 PP3294'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3294'IN MAZEPPA.
 PP3294'THE MARK IS LOCATED 0.1 MILE WEST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3294'JUNCTION WITH COUNTY ROAD 1 AT MAZEPPA AND IS NEAR TRUNK HIGHWAY 60
 PP3294'MILE POINT 186.2 IN THE SW 1/4 OF SECTION 6, T109N, R14W.  THE MARK
 PP3294'IS 18 FEET SOUTH OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF TRUNK
 PP3294'HIGHWAY 60 IN THE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE NUMBER
 PP3294'6532 OVER THE NORTH FORK ZUMBRO RIVER.  THE MARK, A STANDARD MNDT
 PP3294'VERTICAL CONTROL MARK DISK STAMPED---7902 L 1979---, IS CEMENTED IN A
 PP3294'DRILL HOLE IN THE BRIDGE ABUTMENT.
 PP3294
 PP3294                          STATION RECOVERY (2001)
 PP3294
 PP3294'RECOVERY NOTE BY US POWER SQUADRON 2001 (GN)
 PP3294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3231 ***********************************************************************
 PP3231  DESIGNATION -  7903 A
 PP3231  PID         -  PP3231
 PP3231  STATE/COUNTY-  MN/WABASHA
 PP3231  USGS QUAD   -  WABASHA SOUTH (1974)
 PP3231
 PP3231                         *CURRENT SURVEY CONTROL
 PP3231  ___________________________________________________________________
 PP3231* NAD 83(1986)-  44 22 27.     (N)    092 02 11.     (W)     SCALED    
 PP3231* NAVD 88     -       205.792  (meters)     675.17   (feet)  ADJUSTED  
 PP3231  ___________________________________________________________________
 PP3231  GEOID HEIGHT-         -30.35  (meters)                     GEOID03
 PP3231  DYNAMIC HT  -         205.764 (meters)     675.08  (feet)  COMP
 PP3231  MODELED GRAV-     980,476.5   (mgal)                       NAVD 88
 PP3231
 PP3231  VERT ORDER  -  SECOND    CLASS I
 PP3231
 PP3231.The horizontal coordinates were scaled from a topographic map and have
 PP3231.an estimated accuracy of +/- 6 seconds.
 PP3231
 PP3231.The orthometric height was determined by differential leveling
 PP3231.and adjusted by the National Geodetic Survey in June 1995..
 PP3231
 PP3231.The geoid height was determined by GEOID03.
 PP3231
 PP3231.The dynamic height is computed by dividing the NAVD 88
 PP3231.geopotential number by the normal gravity value computed on the
 PP3231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3231.degrees latitude (g = 980.6199 gals.).
 PP3231
 PP3231.The modeled gravity was interpolated from observed gravity values.
 PP3231
 PP3231;                    North         East    Units  Estimated Accuracy
 PP3231;SPC MN S     -   254,570.      956,470.      MT  (+/- 180 meters Scaled)
 PP3231
 PP3231                          SUPERSEDED SURVEY CONTROL
 PP3231
 PP3231.No superseded survey control is available for this station.
 PP3231
 PP3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK767138(NAD 83)
 PP3231_MARKER: DB = BENCH MARK DISK
 PP3231_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3231_SP_SET: CONCRETE HEADWALL
 PP3231_STAMPING: 7903 A 1979
 PP3231_MARK LOGO: MNDT  
 PP3231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3231+STABILITY: SURFACE MOTION
 PP3231
 PP3231  HISTORY     - Date     Condition        Report By
 PP3231  HISTORY     - 1979     MONUMENTED       MNDT
 PP3231  HISTORY     - 20020921 MARK NOT FOUND   USPSQD
 PP3231
 PP3231                          STATION DESCRIPTION
 PP3231
 PP3231'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3231'IN WABASHA.
 PP3231'THE MARK IS LOCATED 0.25 MILE NORTHEAST ALONG TRUNK HIGHWAY 60 FROM
 PP3231'ITS JUNCTION WITH TRUNK HIGHWAY 61 IN WABASHA OR 0.35 MILE SOUTHWEST
 PP3231'ALONG HIGHWAY 60 FROM ITS JUNCTION WITH HIAWTHA DRIVE AND IS NEAR
 PP3231'TRUNK HIGHWAY 60 MILE POINT 218.45 IN THE NE 1/4 OF SECTION 32,
 PP3231'T111N, R10W.  THE MARK IS 4.5 FEET NORTHEAST OF THE SOUTHWEST END OF
 PP3231'THE SOUTHEAST HEADWALL OF AN 8 FOOT HIGH BY 18 FOOT WIDE CONCRETE BOX
 PP3231'CULVERT UNDER TRUNK HIGHWAY 60 AT AN OLD RIVER CHANNEL, 19 FEET
 PP3231'SOUTHEAST OF AND 1 FOOT LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY
 PP3231'60.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3231'STAMPED---7903 A 1979---, IS SET IN A DRILL HOLE IN THE HEADWALL.
 PP3231
 PP3231                          STATION RECOVERY (2002)
 PP3231
 PP3231'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3265 ***********************************************************************
 PP3265  DESIGNATION -  7903 AB
 PP3265  PID         -  PP3265
 PP3265  STATE/COUNTY-  MN/WABASHA
 PP3265  USGS QUAD   -  WEST ALBANY (1974)
 PP3265
 PP3265                         *CURRENT SURVEY CONTROL
 PP3265  ___________________________________________________________________
 PP3265* NAD 83(1986)-  44 18 45.     (N)    092 16 08.     (W)     SCALED    
 PP3265* NAVD 88     -       241.486  (meters)     792.28   (feet)  ADJUSTED  
 PP3265  ___________________________________________________________________
 PP3265  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 PP3265  DYNAMIC HT  -         241.450 (meters)     792.16  (feet)  COMP
 PP3265  MODELED GRAV-     980,464.4   (mgal)                       NAVD 88
 PP3265
 PP3265  VERT ORDER  -  SECOND    CLASS I
 PP3265
 PP3265.The horizontal coordinates were scaled from a topographic map and have
 PP3265.an estimated accuracy of +/- 6 seconds.
 PP3265
 PP3265.The orthometric height was determined by differential leveling
 PP3265.and adjusted by the National Geodetic Survey in June 1995..
 PP3265
 PP3265.The geoid height was determined by GEOID03.
 PP3265
 PP3265.The dynamic height is computed by dividing the NAVD 88
 PP3265.geopotential number by the normal gravity value computed on the
 PP3265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3265.degrees latitude (g = 980.6199 gals.).
 PP3265
 PP3265.The modeled gravity was interpolated from observed gravity values.
 PP3265
 PP3265;                    North         East    Units  Estimated Accuracy
 PP3265;SPC MN S     -   247,300.      938,100.      MT  (+/- 180 meters Scaled)
 PP3265
 PP3265                          SUPERSEDED SURVEY CONTROL
 PP3265
 PP3265.No superseded survey control is available for this station.
 PP3265
 PP3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK583068(NAD 83)
 PP3265_MARKER: DB = BENCH MARK DISK
 PP3265_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3265_SP_SET: COPPER-CLAD STEEL ROD
 PP3265_STAMPING: 7903 AB 1979
 PP3265_MARK LOGO: MNDT  
 PP3265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3265+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 PP3265
 PP3265  HISTORY     - Date     Condition        Report By
 PP3265  HISTORY     - 1979     MONUMENTED       MNDT
 PP3265  HISTORY     - 20010915 GOOD             USPSQD
 PP3265  HISTORY     - 20050917 GOOD             USPSQD
 PP3265
 PP3265                          STATION DESCRIPTION
 PP3265
 PP3265'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3265'7.8 MI ENE FROM ZUMBRO FALLS.
 PP3265'THE MARK IS LOCATED 8.95 MILES EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3265'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3265'HIGHWAY 60 MILE POINT 203.1 IN THE SW 1/4 OF SECTION 21, T110N, R12W.
 PP3265'THE MARK IS ABOUT 100 FEET SOUTH OF A SMALL CREEK, 99.5 FEET WEST OF
 PP3265'AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 60, 4.1 FEET
 PP3265'WEST-NORTHWEST OF A BURIED TELEPHONE CABLE MARKER POST, 3.5 FEET
 PP3265'WEST-NORTHWEST CORNER FENCE POST AND 0.8 FOOT EAST OF A STEEL WITNESS
 PP3265'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3265'STAMPED---7903 AB 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 PP3265'DIAMETER BY 88 FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE
 PP3265'SURFACE OF THE GROUND.
 PP3265
 PP3265                          STATION RECOVERY (2001)
 PP3265
 PP3265'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGP)
 PP3265'RECOVERED IN GOOD CONDITION.
 PP3265
 PP3265                          STATION RECOVERY (2005)
 PP3265
 PP3265'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEH)
 PP3265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3266 ***********************************************************************
 PP3266  DESIGNATION -  7903 AC
 PP3266  PID         -  PP3266
 PP3266  STATE/COUNTY-  MN/WABASHA
 PP3266  USGS QUAD   -  WEST ALBANY (1974)
 PP3266
 PP3266                         *CURRENT SURVEY CONTROL
 PP3266  ___________________________________________________________________
 PP3266* NAD 83(1986)-  44 18 22.     (N)    092 16 11.     (W)     SCALED    
 PP3266* NAVD 88     -       239.446  (meters)     785.58   (feet)  ADJUSTED  
 PP3266  ___________________________________________________________________
 PP3266  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 PP3266  DYNAMIC HT  -         239.411 (meters)     785.47  (feet)  COMP
 PP3266  MODELED GRAV-     980,465.3   (mgal)                       NAVD 88
 PP3266
 PP3266  VERT ORDER  -  SECOND    CLASS I
 PP3266
 PP3266.The horizontal coordinates were scaled from a topographic map and have
 PP3266.an estimated accuracy of +/- 6 seconds.
 PP3266
 PP3266.The orthometric height was determined by differential leveling
 PP3266.and adjusted by the National Geodetic Survey in June 1995..
 PP3266
 PP3266.The geoid height was determined by GEOID03.
 PP3266
 PP3266.The dynamic height is computed by dividing the NAVD 88
 PP3266.geopotential number by the normal gravity value computed on the
 PP3266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3266.degrees latitude (g = 980.6199 gals.).
 PP3266
 PP3266.The modeled gravity was interpolated from observed gravity values.
 PP3266
 PP3266;                    North         East    Units  Estimated Accuracy
 PP3266;SPC MN S     -   246,590.      938,040.      MT  (+/- 180 meters Scaled)
 PP3266
 PP3266                          SUPERSEDED SURVEY CONTROL
 PP3266
 PP3266.No superseded survey control is available for this station.
 PP3266
 PP3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK582061(NAD 83)
 PP3266_MARKER: DB = BENCH MARK DISK
 PP3266_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3266_SP_SET: BRIDGE ABUTMENT
 PP3266_STAMPING: 7903 AC 1979
 PP3266_MARK LOGO: MNDT  
 PP3266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3266+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP3266
 PP3266  HISTORY     - Date     Condition        Report By
 PP3266  HISTORY     - 1979     MONUMENTED       MNDT
 PP3266  HISTORY     - 20020921 GOOD             USPSQD
 PP3266
 PP3266                          STATION DESCRIPTION
 PP3266
 PP3266'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3266'7.5 MI ENE FROM ZUMBRO FALLS.
 PP3266'THE MARK IS LOCATED 8.4 MILES EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3266'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3266'HIGHWAY 60 MILE POINT 202.55 IN THE NW 1/4 OF SECTION 28, T110N,
 PP3266'R12W.  THE MARK IS 19 FEET SOUTH OF AND ABOUT 1 FOOT HIGHER THAN THE
 PP3266'CENTERLINE OF TRUNK HIGHWAY 60 IN THE SOUTHWEST CORNER OF THE
 PP3266'ABUTMENT FOR BRIDGE NUMBER 79015 OVER SPRING CREEK.  THE MARK, A
 PP3266'STANDARD MNDT BENCH MARK DISK STAMPED---7903 AC 1979---, IS SET IN A
 PP3266'DRILL HOLE IN THE BRIDGE ABUTMENT.
 PP3266
 PP3266                          STATION RECOVERY (2002)
 PP3266
 PP3266'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3267 ***********************************************************************
 PP3267  DESIGNATION -  7903 AD
 PP3267  PID         -  PP3267
 PP3267  STATE/COUNTY-  MN/WABASHA
 PP3267  USGS QUAD   -  WEST ALBANY (1974)
 PP3267
 PP3267                         *CURRENT SURVEY CONTROL
 PP3267  ___________________________________________________________________
 PP3267* NAD 83(1986)-  44 18 12.     (N)    092 16 47.     (W)     SCALED    
 PP3267* NAVD 88     -       244.583  (meters)     802.44   (feet)  ADJUSTED  
 PP3267  ___________________________________________________________________
 PP3267  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 PP3267  DYNAMIC HT  -         244.547 (meters)     802.32  (feet)  COMP
 PP3267  MODELED GRAV-     980,465.1   (mgal)                       NAVD 88
 PP3267
 PP3267  VERT ORDER  -  SECOND    CLASS I
 PP3267
 PP3267.The horizontal coordinates were scaled from a topographic map and have
 PP3267.an estimated accuracy of +/- 6 seconds.
 PP3267
 PP3267.The orthometric height was determined by differential leveling
 PP3267.and adjusted by the National Geodetic Survey in June 1995..
 PP3267
 PP3267.The geoid height was determined by GEOID03.
 PP3267
 PP3267.The dynamic height is computed by dividing the NAVD 88
 PP3267.geopotential number by the normal gravity value computed on the
 PP3267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3267.degrees latitude (g = 980.6199 gals.).
 PP3267
 PP3267.The modeled gravity was interpolated from observed gravity values.
 PP3267
 PP3267;                    North         East    Units  Estimated Accuracy
 PP3267;SPC MN S     -   246,260.      937,250.      MT  (+/- 180 meters Scaled)
 PP3267
 PP3267                          SUPERSEDED SURVEY CONTROL
 PP3267
 PP3267.No superseded survey control is available for this station.
 PP3267
 PP3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK574058(NAD 83)
 PP3267_MARKER: DB = BENCH MARK DISK
 PP3267_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3267_SP_SET: HEADWALL OF BOX CULVERT
 PP3267_STAMPING: 7903 AD 1979
 PP3267_MARK LOGO: MNDT  
 PP3267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3267+STABILITY: SURFACE MOTION
 PP3267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3267+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 PP3267
 PP3267  HISTORY     - Date     Condition        Report By
 PP3267  HISTORY     - 1979     MONUMENTED       MNDT
 PP3267  HISTORY     - 20010915 GOOD             USPSQD
 PP3267  HISTORY     - 20050917 GOOD             USPSQD
 PP3267
 PP3267                          STATION DESCRIPTION
 PP3267
 PP3267'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3267'7.3 MI ENE FROM ZUMBRO FALLS.
 PP3267'THE MARK IS LOCATED 7.85 MILES EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3267'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3267'HIGHWAY 60 MILE POST 202 IN THE NE 1/4 OF SECTION 29, T110N, R12W.
 PP3267'THE MARK IS 68.3 FEET WEST-SOUTHWEST OF MILE POST 202, 38 FEET SOUTH
 PP3267'OF AND ABOUT 6 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 60 IN
 PP3267'THE SOUTHEAST CORNER OF THE HEADWALL OF AN 8 FOOT BY 12 FOOT BOX
 PP3267'CULVERT.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3267'STAMPED---7903 AD 1979---, IS SET IN A DRILL HOLE IN THE HEADWALL.
 PP3267
 PP3267                          STATION RECOVERY (2001)
 PP3267
 PP3267'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGP)
 PP3267'RECOVERED IN GOOD CONDITION.
 PP3267
 PP3267                          STATION RECOVERY (2005)
 PP3267
 PP3267'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEH)
 PP3267'WITNESS POST FOUND BUT DISTURBED AND LYING ON GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3268 ***********************************************************************
 PP3268  DESIGNATION -  7903 AE
 PP3268  PID         -  PP3268
 PP3268  STATE/COUNTY-  MN/WABASHA
 PP3268  USGS QUAD   -  WEST ALBANY (1974)
 PP3268
 PP3268                         *CURRENT SURVEY CONTROL
 PP3268  ___________________________________________________________________
 PP3268* NAD 83(1986)-  44 17 57.     (N)    092 17 21.     (W)     SCALED    
 PP3268* NAVD 88     -       245.566  (meters)     805.66   (feet)  ADJUSTED  
 PP3268  ___________________________________________________________________
 PP3268  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 PP3268  DYNAMIC HT  -         245.530 (meters)     805.54  (feet)  COMP
 PP3268  MODELED GRAV-     980,465.2   (mgal)                       NAVD 88
 PP3268
 PP3268  VERT ORDER  -  SECOND    CLASS I
 PP3268
 PP3268.The horizontal coordinates were scaled from a topographic map and have
 PP3268.an estimated accuracy of +/- 6 seconds.
 PP3268
 PP3268.The orthometric height was determined by differential leveling
 PP3268.and adjusted by the National Geodetic Survey in June 1995..
 PP3268
 PP3268.The geoid height was determined by GEOID03.
 PP3268
 PP3268.The dynamic height is computed by dividing the NAVD 88
 PP3268.geopotential number by the normal gravity value computed on the
 PP3268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3268.degrees latitude (g = 980.6199 gals.).
 PP3268
 PP3268.The modeled gravity was interpolated from observed gravity values.
 PP3268
 PP3268;                    North         East    Units  Estimated Accuracy
 PP3268;SPC MN S     -   245,780.      936,510.      MT  (+/- 180 meters Scaled)
 PP3268
 PP3268                          SUPERSEDED SURVEY CONTROL
 PP3268
 PP3268.No superseded survey control is available for this station.
 PP3268
 PP3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK567053(NAD 83)
 PP3268_MARKER: DB = BENCH MARK DISK
 PP3268_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3268_SP_SET: COPPER-CLAD STEEL ROD
 PP3268_STAMPING: 7903 AE 1979
 PP3268_MARK LOGO: MNDT  
 PP3268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3268
 PP3268  HISTORY     - Date     Condition        Report By
 PP3268  HISTORY     - 1979     MONUMENTED       MNDT
 PP3268  HISTORY     - 20010915 POOR             USPSQD
 PP3268  HISTORY     - 20050917 POOR             USPSQD
 PP3268
 PP3268                          STATION DESCRIPTION
 PP3268
 PP3268'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3268'6.75 MI EAST FROM ZUMBRO FALLS.
 PP3268'THE MARK IS LOCATED 7.35 MILES EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3268'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3268'HIGHWAY 60 MILE POINT 201.5 IN THE SW 1/4 OF SECTION 29, T110N, R12W.
 PP3268'THE MARK 72.5 FEET SOUTHEAST OF AND ABOUT 4 FEET LOWER THAN THE
 PP3268'CENTERLINE OF TRUNK HIGHWAY 60, 1.5 FEET NORTHWEST OF POWER POLE
 PP3268'NUMBER 26764 AND 1.5 FEET WEST OF A STEEL WITNESS POST.  THE MARK, A
 PP3268'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---7903 AE 1979---,
 PP3268'IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 88 FOOT LONG
 PP3268'COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE GROUND.
 PP3268
 PP3268                          STATION RECOVERY (2001)
 PP3268
 PP3268'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGP)
 PP3268'MARK RECOVERED IN POOR CONDITION.
 PP3268
 PP3268                          STATION RECOVERY (2005)
 PP3268
 PP3268'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEH)
 PP3268'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3269 ***********************************************************************
 PP3269  DESIGNATION -  7903 AF
 PP3269  PID         -  PP3269
 PP3269  STATE/COUNTY-  MN/WABASHA
 PP3269  USGS QUAD   -  WEST ALBANY (1974)
 PP3269
 PP3269                         *CURRENT SURVEY CONTROL
 PP3269  ___________________________________________________________________
 PP3269* NAD 83(1986)-  44 17 26.     (N)    092 17 56.     (W)     SCALED    
 PP3269* NAVD 88     -       265.786  (meters)     872.00   (feet)  ADJUSTED  
 PP3269  ___________________________________________________________________
 PP3269  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 PP3269  DYNAMIC HT  -         265.747 (meters)     871.87  (feet)  COMP
 PP3269  MODELED GRAV-     980,466.1   (mgal)                       NAVD 88
 PP3269
 PP3269  VERT ORDER  -  SECOND    CLASS I
 PP3269
 PP3269.The horizontal coordinates were scaled from a topographic map and have
 PP3269.an estimated accuracy of +/- 6 seconds.
 PP3269
 PP3269.The orthometric height was determined by differential leveling
 PP3269.and adjusted by the National Geodetic Survey in June 1995..
 PP3269
 PP3269.The geoid height was determined by GEOID03.
 PP3269
 PP3269.The dynamic height is computed by dividing the NAVD 88
 PP3269.geopotential number by the normal gravity value computed on the
 PP3269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3269.degrees latitude (g = 980.6199 gals.).
 PP3269
 PP3269.The modeled gravity was interpolated from observed gravity values.
 PP3269
 PP3269;                    North         East    Units  Estimated Accuracy
 PP3269;SPC MN S     -   244,810.      935,750.      MT  (+/- 180 meters Scaled)
 PP3269
 PP3269                          SUPERSEDED SURVEY CONTROL
 PP3269
 PP3269.No superseded survey control is available for this station.
 PP3269
 PP3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK559043(NAD 83)
 PP3269_MARKER: DB = BENCH MARK DISK
 PP3269_SETTING: 66 = SET IN ROCK OUTCROP
 PP3269_SP_SET: LEDGE ROCK
 PP3269_STAMPING: 7903 AF 1979
 PP3269_MARK LOGO: MNDT  
 PP3269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PP3269+STABILITY: POSITION/ELEVATION WELL
 PP3269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3269+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 PP3269
 PP3269  HISTORY     - Date     Condition        Report By
 PP3269  HISTORY     - 1979     MONUMENTED       MNDT
 PP3269  HISTORY     - 20010915 GOOD             USPSQD
 PP3269  HISTORY     - 20050917 GOOD             USPSQD
 PP3269
 PP3269                          STATION DESCRIPTION
 PP3269
 PP3269'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3269'6.1 MI EAST FROM ZUMBRO FALLS.
 PP3269'THE MARK IS LOCATED 6.55 MILES EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3269'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3269'HIGHWAY MILE POINT 200.7 IN THE NE 1/4 OF SECTION 31, T110N, R12W.
 PP3269'THE MARK IS 96.6 FEET NORTHWEST OF POWER POLE NUMBER 26737, 35 FEET
 PP3269'WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 60 IN A
 PP3269'3 FOOT HIGH SECTION OF EXPOSED LEDGE ROCK AND 5.4 FEET WEST OF A
 PP3269'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 PP3269'DISK STAMPED---7903 AF 1979---, IS CEMENTED IN A DRILL HOLE IN THE
 PP3269'LEDGE ROCK.
 PP3269
 PP3269                          STATION RECOVERY (2001)
 PP3269
 PP3269'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGP)
 PP3269'RECOVERED IN GOOD CONDITION.
 PP3269
 PP3269                          STATION RECOVERY (2005)
 PP3269
 PP3269'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEH)
 PP3269'WITNESS POST FOUND BUT DISTURBED AND LYING ON GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3272 ***********************************************************************
 PP3272  DESIGNATION -  7903 AJ
 PP3272  PID         -  PP3272
 PP3272  STATE/COUNTY-  MN/WABASHA
 PP3272  USGS QUAD   -  WEST ALBANY (1974)
 PP3272
 PP3272                         *CURRENT SURVEY CONTROL
 PP3272  ___________________________________________________________________
 PP3272* NAD 83(1986)-  44 17 02.     (N)    092 19 31.     (W)     SCALED    
 PP3272* NAVD 88     -       269.593  (meters)     884.49   (feet)  ADJUSTED  
 PP3272  ___________________________________________________________________
 PP3272  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 PP3272  DYNAMIC HT  -         269.553 (meters)     884.36  (feet)  COMP
 PP3272  MODELED GRAV-     980,463.2   (mgal)                       NAVD 88
 PP3272
 PP3272  VERT ORDER  -  SECOND    CLASS I
 PP3272
 PP3272.The horizontal coordinates were scaled from a topographic map and have
 PP3272.an estimated accuracy of +/- 6 seconds.
 PP3272
 PP3272.The orthometric height was determined by differential leveling
 PP3272.and adjusted by the National Geodetic Survey in June 1995..
 PP3272
 PP3272.The geoid height was determined by GEOID03.
 PP3272
 PP3272.The dynamic height is computed by dividing the NAVD 88
 PP3272.geopotential number by the normal gravity value computed on the
 PP3272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3272.degrees latitude (g = 980.6199 gals.).
 PP3272
 PP3272.The modeled gravity was interpolated from observed gravity values.
 PP3272
 PP3272;                    North         East    Units  Estimated Accuracy
 PP3272;SPC MN S     -   244,020.      933,660.      MT  (+/- 180 meters Scaled)
 PP3272
 PP3272                          SUPERSEDED SURVEY CONTROL
 PP3272
 PP3272.No superseded survey control is available for this station.
 PP3272
 PP3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK538036(NAD 83)
 PP3272_MARKER: DB = BENCH MARK DISK
 PP3272_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3272_SP_SET: COPPER-CLAD STEEL ROD
 PP3272_STAMPING: 7903 AJ 1979
 PP3272_MARK LOGO: MNDT  
 PP3272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3272+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 PP3272
 PP3272  HISTORY     - Date     Condition        Report By
 PP3272  HISTORY     - 1979     MONUMENTED       MNDT
 PP3272  HISTORY     - 20010915 GOOD             USPSQD
 PP3272  HISTORY     - 20050917 GOOD             USPSQD
 PP3272
 PP3272                          STATION DESCRIPTION
 PP3272
 PP3272'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3272'4.7 MI EAST FROM ZUMBRO FALLS.
 PP3272'THE MARK IS LOCATED 5 MILES EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3272'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3272'HIGHWAY 60 MILE POINT 199.15 IN THE SW 1/4 OF SECTION 36, T110N,
 PP3272'R13W.  THE MARK IS 124 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 2,
 PP3272'103.6 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK
 PP3272'HIGHWAY 60, 43.9 FEET SOUTHEAST OF THE SOUTHWEST CORNER AND 41.6 FEET
 PP3272'SOUTHWEST OF THE SOUTHEAST CORNER OF THE FENCE AROUND THE ELECTRIC
 PP3272'SUBSTATION, 6.3 FEET EAST OF POWER POLE NUMBER 24487, 4.5 FEET WEST
 PP3272'OF POWER POLE NUMBER 24488 AND 0.9 FOOT SOUTH OF A STEEL WITNESS
 PP3272'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3272'STAMPED---7903 AJ 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 PP3272'DIAMETER BY 36 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES
 PP3272'ABOVE GROUND LEVEL.
 PP3272
 PP3272                          STATION RECOVERY (2001)
 PP3272
 PP3272'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGP)
 PP3272'RECOVERED IN GOOD CONDITION.
 PP3272
 PP3272                          STATION RECOVERY (2005)
 PP3272
 PP3272'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEH)
 PP3272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3273 ***********************************************************************
 PP3273  DESIGNATION -  7903 AK
 PP3273  PID         -  PP3273
 PP3273  STATE/COUNTY-  MN/WABASHA
 PP3273  USGS QUAD   -  WEST ALBANY (1974)
 PP3273
 PP3273                         *CURRENT SURVEY CONTROL
 PP3273  ___________________________________________________________________
 PP3273* NAD 83(1986)-  44 16 50.     (N)    092 19 48.     (W)     SCALED    
 PP3273* NAVD 88     -       305.243  (meters)    1001.45   (feet)  ADJUSTED  
 PP3273  ___________________________________________________________________
 PP3273  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 PP3273  DYNAMIC HT  -         305.198 (meters)    1001.30  (feet)  COMP
 PP3273  MODELED GRAV-     980,462.9   (mgal)                       NAVD 88
 PP3273
 PP3273  VERT ORDER  -  SECOND    CLASS I
 PP3273
 PP3273.The horizontal coordinates were scaled from a topographic map and have
 PP3273.an estimated accuracy of +/- 6 seconds.
 PP3273
 PP3273.The orthometric height was determined by differential leveling
 PP3273.and adjusted by the National Geodetic Survey in June 1995..
 PP3273
 PP3273.The geoid height was determined by GEOID03.
 PP3273
 PP3273.The dynamic height is computed by dividing the NAVD 88
 PP3273.geopotential number by the normal gravity value computed on the
 PP3273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3273.degrees latitude (g = 980.6199 gals.).
 PP3273
 PP3273.The modeled gravity was interpolated from observed gravity values.
 PP3273
 PP3273;                    North         East    Units  Estimated Accuracy
 PP3273;SPC MN S     -   243,650.      933,290.      MT  (+/- 180 meters Scaled)
 PP3273
 PP3273                          SUPERSEDED SURVEY CONTROL
 PP3273
 PP3273.No superseded survey control is available for this station.
 PP3273
 PP3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK534032(NAD 83)
 PP3273_MARKER: DB = BENCH MARK DISK
 PP3273_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3273_SP_SET: COPPER-CLAD STEEL ROD
 PP3273_STAMPING: 7903 AK 1979
 PP3273_MARK LOGO: MNDT  
 PP3273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3273+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 PP3273
 PP3273  HISTORY     - Date     Condition        Report By
 PP3273  HISTORY     - 1979     MONUMENTED       MNDT
 PP3273  HISTORY     - 20010915 GOOD             USPSQD
 PP3273  HISTORY     - 20050917 GOOD             USPSQD
 PP3273
 PP3273                          STATION DESCRIPTION
 PP3273
 PP3273'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3273'4.6 MI EAST FROM ZUMBRO FALLS.
 PP3273'THE MARK IS LOCATED 4.65 MILES EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3273'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3273'HIGHWAY 60 MILE POINT 198.8 IN NW 1/4 OF SECTION 1, T109N, R13W.  THE
 PP3273'MARK IS 27 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER OF THE
 PP3273'TOWNSHIP ROAD RUNNING SOUTH, 2.4 FEET WEST OF A WOOD FENCE POST, 0.9
 PP3273'FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3273'VERTICAL CONTROL MARK DISK STAMPED---7903 AK 1979---, IS CRIMPED TO
 PP3273'THE TOP OF A 5/8 INCH DIAMETER BY 12 FOOT LONG COPPER-CLAD STEEL ROD
 PP3273'THAT WAS DRIVEN TO REFUSAL AND PROJECTS 2 INCHES ABOVE GROUND LEVEL.
 PP3273
 PP3273                          STATION RECOVERY (2001)
 PP3273
 PP3273'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGP)
 PP3273'RECOVERED IN GOOD CONDITION.
 PP3273
 PP3273                          STATION RECOVERY (2005)
 PP3273
 PP3273'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEH)
 PP3273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3274 ***********************************************************************
 PP3274  DESIGNATION -  7903 AL
 PP3274  PID         -  PP3274
 PP3274  STATE/COUNTY-  MN/WABASHA
 PP3274  USGS QUAD   -  WEST ALBANY (1974)
 PP3274
 PP3274                         *CURRENT SURVEY CONTROL
 PP3274  ___________________________________________________________________
 PP3274* NAD 83(1986)-  44 16 49.     (N)    092 20 15.     (W)     SCALED    
 PP3274* NAVD 88     -       288.630  (meters)     946.95   (feet)  ADJUSTED  
 PP3274  ___________________________________________________________________
 PP3274  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 PP3274  DYNAMIC HT  -         288.587 (meters)     946.81  (feet)  COMP
 PP3274  MODELED GRAV-     980,462.2   (mgal)                       NAVD 88
 PP3274
 PP3274  VERT ORDER  -  SECOND    CLASS I
 PP3274
 PP3274.The horizontal coordinates were scaled from a topographic map and have
 PP3274.an estimated accuracy of +/- 6 seconds.
 PP3274
 PP3274.The orthometric height was determined by differential leveling
 PP3274.and adjusted by the National Geodetic Survey in June 1995..
 PP3274
 PP3274.The geoid height was determined by GEOID03.
 PP3274
 PP3274.The dynamic height is computed by dividing the NAVD 88
 PP3274.geopotential number by the normal gravity value computed on the
 PP3274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3274.degrees latitude (g = 980.6199 gals.).
 PP3274
 PP3274.The modeled gravity was interpolated from observed gravity values.
 PP3274
 PP3274;                    North         East    Units  Estimated Accuracy
 PP3274;SPC MN S     -   243,600.      932,700.      MT  (+/- 180 meters Scaled)
 PP3274
 PP3274                          SUPERSEDED SURVEY CONTROL
 PP3274
 PP3274.No superseded survey control is available for this station.
 PP3274
 PP3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK528032(NAD 83)
 PP3274_MARKER: DB = BENCH MARK DISK
 PP3274_SETTING: 66 = SET IN ROCK OUTCROP
 PP3274_SP_SET: LEDGE ROCK
 PP3274_STAMPING: 7903 AL 1979
 PP3274_MARK LOGO: MNDT  
 PP3274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PP3274+STABILITY: POSITION/ELEVATION WELL
 PP3274
 PP3274  HISTORY     - Date     Condition        Report By
 PP3274  HISTORY     - 1979     MONUMENTED       MNDT
 PP3274  HISTORY     - 20010915 GOOD             USPSQD
 PP3274  HISTORY     - 20050917 GOOD             USPSQD
 PP3274
 PP3274                          STATION DESCRIPTION
 PP3274
 PP3274'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3274'4.25 MI EAST FROM ZUMBRO FALLS.
 PP3274'THE MARK IS LOCATED 4.25 MILES EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3274'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3274'HIGHWAY 60 MILE POINT 198.35 IN THE NE 1/4 OF SECTION 2, T109N, R13W.
 PP3274'THE MARK IS 251 FEET SOUTHWEST OF THE SOUTH END OF A 24 INCH METAL
 PP3274'CULVERT UNDER A DRIVEWAY TO THE EAST, 32.7 FEET SOUTHEAST OF AND
 PP3274'ABOUT 5 FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 60 IN THE
 PP3274'CENTER OF A 10 FOOT LONG AND 4 FOOT HIGH SECTION OF LEDGE ROCK.  THE
 PP3274'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---7903 AL
 PP3274'1979---, IS CEMENTED IN A DRILL HOLE IN THE LEDGE ROCK.
 PP3274
 PP3274                          STATION RECOVERY (2001)
 PP3274
 PP3274'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGP)
 PP3274'RECOVERED IN GOOD CONDITION.
 PP3274
 PP3274                          STATION RECOVERY (2005)
 PP3274
 PP3274'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEH)
 PP3274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3275 ***********************************************************************
 PP3275  DESIGNATION -  7903 AM
 PP3275  PID         -  PP3275
 PP3275  STATE/COUNTY-  MN/WABASHA
 PP3275  USGS QUAD   -  WEST ALBANY (1974)
 PP3275
 PP3275                         *CURRENT SURVEY CONTROL
 PP3275  ___________________________________________________________________
 PP3275* NAD 83(1986)-  44 16 51.     (N)    092 20 38.     (W)     SCALED    
 PP3275* NAVD 88     -       301.004  (meters)     987.54   (feet)  ADJUSTED  
 PP3275  ___________________________________________________________________
 PP3275  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 PP3275  DYNAMIC HT  -         300.960 (meters)     987.40  (feet)  COMP
 PP3275  MODELED GRAV-     980,461.7   (mgal)                       NAVD 88
 PP3275
 PP3275  VERT ORDER  -  SECOND    CLASS I
 PP3275
 PP3275.The horizontal coordinates were scaled from a topographic map and have
 PP3275.an estimated accuracy of +/- 6 seconds.
 PP3275
 PP3275.The orthometric height was determined by differential leveling
 PP3275.and adjusted by the National Geodetic Survey in June 1995..
 PP3275
 PP3275.The geoid height was determined by GEOID03.
 PP3275
 PP3275.The dynamic height is computed by dividing the NAVD 88
 PP3275.geopotential number by the normal gravity value computed on the
 PP3275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3275.degrees latitude (g = 980.6199 gals.).
 PP3275
 PP3275.The modeled gravity was interpolated from observed gravity values.
 PP3275
 PP3275;                    North         East    Units  Estimated Accuracy
 PP3275;SPC MN S     -   243,650.      932,180.      MT  (+/- 180 meters Scaled)
 PP3275
 PP3275                          SUPERSEDED SURVEY CONTROL
 PP3275
 PP3275.No superseded survey control is available for this station.
 PP3275
 PP3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK523032(NAD 83)
 PP3275_MARKER: DB = BENCH MARK DISK
 PP3275_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP3275+WITH SETTING: INFORMATION.
 PP3275_SP_SET: SHALLOW SET METAL ROD
 PP3275_STAMPING: 7903 AM 1979
 PP3275_MARK LOGO: MNDT  
 PP3275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3275+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 PP3275
 PP3275  HISTORY     - Date     Condition        Report By
 PP3275  HISTORY     - 1979     MONUMENTED       MNDT
 PP3275  HISTORY     - 20010915 GOOD             USPSQD
 PP3275  HISTORY     - 20050917 GOOD             USPSQD
 PP3275
 PP3275                          STATION DESCRIPTION
 PP3275
 PP3275'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3275'3.9 MI EAST FROM ZUMBRO FALLS.
 PP3275'THE MARK IS LOCATED 3.9 MILES EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3275'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3275'HIGHWAY 60 MILE POST 198 IN THE NW 1/4 OF SECTION 2, T109N, R13W.
 PP3275'THE MARK IS 67.7 FEET EAST-SOUTHEAST OF MILE POST 198, 43.8 FEET
 PP3275'SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 60,
 PP3275'14.3 FEET SOUTH OF THE EAST END OF AN 18 INCH METAL CULVERT UNDER THE
 PP3275'FIELD ENTRANCE, 12.4 FEET NORTHWEST OF A POWER POLE, 1.5 FEET
 PP3275'NORTHEAST OF A WOOD FENCE POST AT A GATE AND 1.1 FEET NORTH OF A
 PP3275'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 PP3275'DISK STAMPED---7903 AM 1979---, IS CRIMPED TO THE TOP OF A 5/8 INCH
 PP3275'DIAMETER BY 7 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL THAT
 PP3275'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 PP3275
 PP3275                          STATION RECOVERY (2001)
 PP3275
 PP3275'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGP)
 PP3275'RECOVERED IN GOOD CONDITION.
 PP3275
 PP3275                          STATION RECOVERY (2005)
 PP3275
 PP3275'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEH)
 PP3275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3276 ***********************************************************************
 PP3276  DESIGNATION -  7903 AN
 PP3276  PID         -  PP3276
 PP3276  STATE/COUNTY-  MN/WABASHA
 PP3276  USGS QUAD   -  WEST ALBANY (1974)
 PP3276
 PP3276                         *CURRENT SURVEY CONTROL
 PP3276  ___________________________________________________________________
 PP3276* NAD 83(1986)-  44 16 53.     (N)    092 21 40.     (W)     SCALED    
 PP3276* NAVD 88     -       309.180  (meters)    1014.37   (feet)  ADJUSTED  
 PP3276  ___________________________________________________________________
 PP3276  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 PP3276  DYNAMIC HT  -         309.133 (meters)    1014.21  (feet)  COMP
 PP3276  MODELED GRAV-     980,460.8   (mgal)                       NAVD 88
 PP3276
 PP3276  VERT ORDER  -  SECOND    CLASS I
 PP3276
 PP3276.The horizontal coordinates were scaled from a topographic map and have
 PP3276.an estimated accuracy of +/- 6 seconds.
 PP3276
 PP3276.The orthometric height was determined by differential leveling
 PP3276.and adjusted by the National Geodetic Survey in June 1995..
 PP3276
 PP3276.The geoid height was determined by GEOID03.
 PP3276
 PP3276.The dynamic height is computed by dividing the NAVD 88
 PP3276.geopotential number by the normal gravity value computed on the
 PP3276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3276.degrees latitude (g = 980.6199 gals.).
 PP3276
 PP3276.The modeled gravity was interpolated from observed gravity values.
 PP3276
 PP3276;                    North         East    Units  Estimated Accuracy
 PP3276;SPC MN S     -   243,690.      930,810.      MT  (+/- 180 meters Scaled)
 PP3276
 PP3276                          SUPERSEDED SURVEY CONTROL
 PP3276
 PP3276.No superseded survey control is available for this station.
 PP3276
 PP3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK509033(NAD 83)
 PP3276_MARKER: DB = BENCH MARK DISK
 PP3276_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3276_SP_SET: COPPER-CLAD STEEL ROD
 PP3276_STAMPING: 7903 AN 1979
 PP3276_MARK LOGO: MNDT  
 PP3276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3276+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 PP3276
 PP3276  HISTORY     - Date     Condition        Report By
 PP3276  HISTORY     - 1979     MONUMENTED       MNDT
 PP3276  HISTORY     - 20010915 MARK NOT FOUND   USPSQD
 PP3276  HISTORY     - 20050917 GOOD             USPSQD
 PP3276
 PP3276                          STATION DESCRIPTION
 PP3276
 PP3276'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3276'3.1 MI EAST FROM ZUMBRO FALLS.
 PP3276'THE MARK IS LOCATED 3.05 MILES EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3276'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3276'HIGHWAY 60 MILE POINT 197.2 IN THE SW 1/4 OF SECTION 34, T110N, R13W.
 PP3276'THE MARK IS 122 FEET NORTHEAST OF A POWER POLE, 31.3 FEET NORTH OF
 PP3276'AND ABOUT 1 FOOT HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 60, 25
 PP3276'FEET WEST OF THE CENTER OF A FIELD ENTRANCE, 2 FEET SOUTHEAST OF A
 PP3276'WOOD FENCE POST ON THE RIGHT-OF-WAY FENCE AND 0.8 FOOT SOUTH OF A
 PP3276'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 PP3276'DISK STAMPED---7903 AN 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8
 PP3276'INCH DIAMETER BY 38 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2
 PP3276'INCHES ABOVE GROUND LEVEL.
 PP3276
 PP3276                          STATION RECOVERY (2001)
 PP3276
 PP3276'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGP)
 PP3276'ROAD BED CURRENTLY UNDER CONSTRUCTION - NEW CULVERT AND BURIED
 PP3276'TELEPHONE CABLE AT LOCATION WHERE MARKER SHOULD BE - EXTENSIVE DIGGING
 PP3276'NOTED.
 PP3276
 PP3276                          STATION RECOVERY (2005)
 PP3276
 PP3276'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEH)
 PP3276'MARK WAS FOUND 6 INCHES BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3277 ***********************************************************************
 PP3277  DESIGNATION -  7903 AP
 PP3277  PID         -  PP3277
 PP3277  STATE/COUNTY-  MN/WABASHA
 PP3277  USGS QUAD   -  ZUMBRO FALLS (1974)
 PP3277
 PP3277                         *CURRENT SURVEY CONTROL
 PP3277  ___________________________________________________________________
 PP3277* NAD 83(1986)-  44 16 53.     (N)    092 22 50.     (W)     SCALED    
 PP3277* NAVD 88     -       327.927  (meters)    1075.87   (feet)  ADJUSTED  
 PP3277  ___________________________________________________________________
 PP3277  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 PP3277  DYNAMIC HT  -         327.878 (meters)    1075.71  (feet)  COMP
 PP3277  MODELED GRAV-     980,460.8   (mgal)                       NAVD 88
 PP3277
 PP3277  VERT ORDER  -  SECOND    CLASS I
 PP3277
 PP3277.The horizontal coordinates were scaled from a topographic map and have
 PP3277.an estimated accuracy of +/- 6 seconds.
 PP3277
 PP3277.The orthometric height was determined by differential leveling
 PP3277.and adjusted by the National Geodetic Survey in June 1995..
 PP3277
 PP3277.The geoid height was determined by GEOID03.
 PP3277
 PP3277.The dynamic height is computed by dividing the NAVD 88
 PP3277.geopotential number by the normal gravity value computed on the
 PP3277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3277.degrees latitude (g = 980.6199 gals.).
 PP3277
 PP3277.The modeled gravity was interpolated from observed gravity values.
 PP3277
 PP3277;                    North         East    Units  Estimated Accuracy
 PP3277;SPC MN S     -   243,660.      929,260.      MT  (+/- 180 meters Scaled)
 PP3277
 PP3277                          SUPERSEDED SURVEY CONTROL
 PP3277
 PP3277.No superseded survey control is available for this station.
 PP3277
 PP3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK494033(NAD 83)
 PP3277_MARKER: DB = BENCH MARK DISK
 PP3277_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3277_SP_SET: COPPER-CLAD STEEL ROD
 PP3277_STAMPING: 7903 AP 1979
 PP3277_MARK LOGO: MNDT  
 PP3277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3277+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 PP3277
 PP3277  HISTORY     - Date     Condition        Report By
 PP3277  HISTORY     - 1979     MONUMENTED       MNDT
 PP3277  HISTORY     - 20010915 GOOD             USPSQD
 PP3277  HISTORY     - 20050917 GOOD             USPSQD
 PP3277
 PP3277                          STATION DESCRIPTION
 PP3277
 PP3277'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3277'2.1 MI EAST FROM ZUMBRO FALLS.
 PP3277'THE MARK IS LOCATED 2.1 MILES EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3277'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3277'HIGHWAY 60 MILE POINT 196.2 IN THE NE 1/4 OF SECTION 4, T109N, R13W.
 PP3277'THE MARK IS 34.6 FEET SOUTH OF AND 2 FEET LOWER THAN THE CENTERLINE
 PP3277'OF TRUNK HIGHWAY 60, 28 FEET EAST OF THE SOUTHERLY EXTENSION OF A
 PP3277'ROAD TO THE NORTH AND A FENCE LINE TO THE SOUTH, 1.5 FEET NORTHWEST
 PP3277'OF POWER POLE NUMBER 7918 DD 34 AND 0.9 FOOT NORTH OF A STEEL WITNESS
 PP3277'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3277'STAMPED---7903 AP 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 PP3277'DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES
 PP3277'ABOVE THE SURFACE OF THE GROUND.
 PP3277
 PP3277                          STATION RECOVERY (2001)
 PP3277
 PP3277'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGP)
 PP3277'RECOVERED IN GOOD CONDITION.
 PP3277
 PP3277                          STATION RECOVERY (2005)
 PP3277
 PP3277'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEH)
 PP3277'MARK WAS FOUND 6 INCHES BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3278 ***********************************************************************
 PP3278  DESIGNATION -  7903 AQ
 PP3278  PID         -  PP3278
 PP3278  STATE/COUNTY-  MN/WABASHA
 PP3278  USGS QUAD   -  ZUMBRO FALLS (1974)
 PP3278
 PP3278                         *CURRENT SURVEY CONTROL
 PP3278  ___________________________________________________________________
 PP3278* NAD 83(1986)-  44 16 52.     (N)    092 23 27.     (W)     SCALED    
 PP3278* NAVD 88     -       302.957  (meters)     993.95   (feet)  ADJUSTED  
 PP3278  ___________________________________________________________________
 PP3278  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 PP3278  DYNAMIC HT  -         302.912 (meters)     993.80  (feet)  COMP
 PP3278  MODELED GRAV-     980,461.2   (mgal)                       NAVD 88
 PP3278
 PP3278  VERT ORDER  -  SECOND    CLASS I
 PP3278
 PP3278.The horizontal coordinates were scaled from a topographic map and have
 PP3278.an estimated accuracy of +/- 6 seconds.
 PP3278
 PP3278.The orthometric height was determined by differential leveling
 PP3278.and adjusted by the National Geodetic Survey in June 1995..
 PP3278
 PP3278.The geoid height was determined by GEOID03.
 PP3278
 PP3278.The dynamic height is computed by dividing the NAVD 88
 PP3278.geopotential number by the normal gravity value computed on the
 PP3278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3278.degrees latitude (g = 980.6199 gals.).
 PP3278
 PP3278.The modeled gravity was interpolated from observed gravity values.
 PP3278
 PP3278;                    North         East    Units  Estimated Accuracy
 PP3278;SPC MN S     -   243,610.      928,440.      MT  (+/- 180 meters Scaled)
 PP3278
 PP3278                          SUPERSEDED SURVEY CONTROL
 PP3278
 PP3278.No superseded survey control is available for this station.
 PP3278
 PP3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK486032(NAD 83)
 PP3278_MARKER: DB = BENCH MARK DISK
 PP3278_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3278_SP_SET: COPPER-CLAD STEEL ROD
 PP3278_STAMPING: 7903 AQ 1979
 PP3278_MARK LOGO: MNDT  
 PP3278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3278+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 PP3278
 PP3278  HISTORY     - Date     Condition        Report By
 PP3278  HISTORY     - 1979     MONUMENTED       MNDT
 PP3278  HISTORY     - 20010915 GOOD             USPSQD
 PP3278  HISTORY     - 20050917 GOOD             USPSQD
 PP3278
 PP3278                          STATION DESCRIPTION
 PP3278
 PP3278'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3278'1.55 MI EAST FROM ZUMBRO FALLS.
 PP3278'THE MARK IS LOCATED 1.55 MILES EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3278'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3278'HIGHWAY 60 MILE POINT 195.7 IN THE NW 1/4 OF SECTION 4, T109N, R13W.
 PP3278'THE MARK IS 162 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 PP3278'TRUNK HIGHWAY 60, 83 FEET SOUTHEAST OF A GUIDE POWER POLE NUMBERED
 PP3278'7918 BB 1, 19 FEET EAST OF THE CENTER OF THE DRIVEWAY, 1.4 FEET
 PP3278'NORTHWEST OF A TELEPHONE POLE AND 0.7 FOOT NORTH OF A STEEL WITNESS
 PP3278'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3278'STAMPED---7903 AQ 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 PP3278'DIAMETER BY 32 FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE
 PP3278'SURFACE OF THE GROUND.
 PP3278
 PP3278                          STATION RECOVERY (2001)
 PP3278
 PP3278'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGP)
 PP3278'RECOVERED IN GOOD CONDITION.
 PP3278
 PP3278                          STATION RECOVERY (2005)
 PP3278
 PP3278'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEH)
 PP3278' 
 PP3278' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3279 ***********************************************************************
 PP3279  DESIGNATION -  7903 AR
 PP3279  PID         -  PP3279
 PP3279  STATE/COUNTY-  MN/WABASHA
 PP3279  USGS QUAD   -  ZUMBRO FALLS (1974)
 PP3279
 PP3279                         *CURRENT SURVEY CONTROL
 PP3279  ___________________________________________________________________
 PP3279* NAD 83(1986)-  44 16 53.     (N)    092 24 16.     (W)     SCALED    
 PP3279* NAVD 88     -       315.729  (meters)    1035.85   (feet)  ADJUSTED  
 PP3279  ___________________________________________________________________
 PP3279  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 PP3279  DYNAMIC HT  -         315.682 (meters)    1035.70  (feet)  COMP
 PP3279  MODELED GRAV-     980,462.2   (mgal)                       NAVD 88
 PP3279
 PP3279  VERT ORDER  -  SECOND    CLASS I
 PP3279
 PP3279.The horizontal coordinates were scaled from a topographic map and have
 PP3279.an estimated accuracy of +/- 6 seconds.
 PP3279
 PP3279.The orthometric height was determined by differential leveling
 PP3279.and adjusted by the National Geodetic Survey in June 1995..
 PP3279
 PP3279.The geoid height was determined by GEOID03.
 PP3279
 PP3279.The dynamic height is computed by dividing the NAVD 88
 PP3279.geopotential number by the normal gravity value computed on the
 PP3279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3279.degrees latitude (g = 980.6199 gals.).
 PP3279
 PP3279.The modeled gravity was interpolated from observed gravity values.
 PP3279
 PP3279;                    North         East    Units  Estimated Accuracy
 PP3279;SPC MN S     -   243,620.      927,350.      MT  (+/- 180 meters Scaled)
 PP3279
 PP3279                          SUPERSEDED SURVEY CONTROL
 PP3279
 PP3279.No superseded survey control is available for this station.
 PP3279
 PP3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK475032(NAD 83)
 PP3279_MARKER: DV = VERTICAL CONTROL DISK
 PP3279_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3279_SP_SET: COPPER-CLAD STEEL ROD
 PP3279_STAMPING: 7903 AR 1979
 PP3279_MARK LOGO: MNDT  
 PP3279_MAGNETIC: I = MARKER IS A STEEL ROD
 PP3279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3279+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 PP3279
 PP3279  HISTORY     - Date     Condition        Report By
 PP3279  HISTORY     - 1979     MONUMENTED       MNDT
 PP3279  HISTORY     - 19920422 GOOD             MNDT
 PP3279  HISTORY     - 20010915 GOOD             USPSQD
 PP3279  HISTORY     - 20050917 GOOD             USPSQD
 PP3279
 PP3279                          STATION DESCRIPTION
 PP3279
 PP3279'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3279'0.95 MI EAST FROM ZUMBRO FALLS.
 PP3279'THE MARK IS LOCATED 0.95 MILE EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3279'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3279'HIGHWAY 60 MILE POINT 194.95 IN THE NW 1/4 OF SECTION 5 , T109N, R13W
 PP3279'AT THE EAST END OF THE MNDT STORAGE AREA.  THE MARK IS 102.8 FEET
 PP3279'NORTH OF AND 2 FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 60,
 PP3279'66 FEET NORTH OF POWER POLE NUMBER 7918 DD 9, 29 FEET WEST OF THE
 PP3279'CENTER OF THE FARM DRIVE, 2 FEET SOUTH OF A WOOD GATE POST AND 1.1
 PP3279'FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3279'VERTICAL CONTROL MARK DISK STAMPED---7903 AR 1979---, IS CRIMPED TO
 PP3279'THE TOP OF A 5/8 INCH DIAMETER BY 23 FOOT LONG COPPER-CLAD STEEL ROD
 PP3279'DRIVEN TO REFUSAL THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 PP3279'GROUND.
 PP3279
 PP3279                          STATION RECOVERY (1992)
 PP3279
 PP3279'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP3279'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PP3279
 PP3279                          STATION RECOVERY (2001)
 PP3279
 PP3279'RECOVERY NOTE BY US POWER SQUADRON 2001 (DGP)
 PP3279'RECOVERED IN GOOD CONDITION.
 PP3279
 PP3279                          STATION RECOVERY (2005)
 PP3279
 PP3279'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEH)
 PP3279' 
 PP3279' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3280 ***********************************************************************
 PP3280  DESIGNATION -  7903 AS
 PP3280  PID         -  PP3280
 PP3280  STATE/COUNTY-  MN/WABASHA
 PP3280  USGS QUAD   -  ZUMBRO FALLS (1974)
 PP3280
 PP3280                         *CURRENT SURVEY CONTROL
 PP3280  ___________________________________________________________________
 PP3280* NAD 83(1986)-  44 16 52.     (N)    092 24 35.     (W)     SCALED    
 PP3280* NAVD 88     -       294.724  (meters)     966.94   (feet)  ADJUSTED  
 PP3280  ___________________________________________________________________
 PP3280  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 PP3280  DYNAMIC HT  -         294.681 (meters)     966.80  (feet)  COMP
 PP3280  MODELED GRAV-     980,463.0   (mgal)                       NAVD 88
 PP3280
 PP3280  VERT ORDER  -  SECOND    CLASS I
 PP3280
 PP3280.The horizontal coordinates were scaled from a topographic map and have
 PP3280.an estimated accuracy of +/- 6 seconds.
 PP3280
 PP3280.The orthometric height was determined by differential leveling
 PP3280.and adjusted by the National Geodetic Survey in June 2004..
 PP3280
 PP3280.The geoid height was determined by GEOID03.
 PP3280
 PP3280.The dynamic height is computed by dividing the NAVD 88
 PP3280.geopotential number by the normal gravity value computed on the
 PP3280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3280.degrees latitude (g = 980.6199 gals.).
 PP3280
 PP3280.The modeled gravity was interpolated from observed gravity values.
 PP3280
 PP3280;                    North         East    Units  Estimated Accuracy
 PP3280;SPC MN S     -   243,580.      926,930.      MT  (+/- 180 meters Scaled)
 PP3280
 PP3280                          SUPERSEDED SURVEY CONTROL
 PP3280
 PP3280  NAVD 88 (06/15/95)  294.735  (m)          966.98   (f) UNKNOWN     2 1
 PP3280
 PP3280.Superseded values are not recommended for survey control.
 PP3280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3280.See file dsdata.txt to determine how the superseded data were derived.
 PP3280
 PP3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK471032(NAD 83)
 PP3280_MARKER: DV = VERTICAL CONTROL DISK
 PP3280_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3280_SP_SET: BOX CULVERT
 PP3280_STAMPING: 7903 AS 1979
 PP3280_MARK LOGO: MNDT  
 PP3280_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3280+STABILITY: SURFACE MOTION
 PP3280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3280+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 PP3280
 PP3280  HISTORY     - Date     Condition        Report By
 PP3280  HISTORY     - 1979     MONUMENTED       MNDT
 PP3280  HISTORY     - 19920422 GOOD             MNDT
 PP3280  HISTORY     - 20050917 GOOD             USPSQD
 PP3280
 PP3280                          STATION DESCRIPTION
 PP3280
 PP3280'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3280'0.7 MI EAST FROM ZUMBRO FALLS.
 PP3280'THE MARK IS LOCATED 0.7 MILE EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3280'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3280'HIGHWAY 60 MILE POINT 194.6 IN THE NW 1/4 OF SECTION 5, T109N, R13W.
 PP3280'THE MARK IS 25.7 FEET NORTH OF AND 5 FEET LOWER THAN THE CENTERLINE
 PP3280'OF TRUNK HIGHWAY 60 IN THE NORTHEAST CORNER OF THE HEADWALL OF A 5
 PP3280'FOOT WIDE BY 8 FOOT HIGH BOX CULVERT UNDER HIGHWAY 60.  THE MARK, A
 PP3280'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---7903 AS 1979---,
 PP3280'IS CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE HEADWALL.
 PP3280
 PP3280                          STATION RECOVERY (1992)
 PP3280
 PP3280'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP3280'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PP3280
 PP3280                          STATION RECOVERY (2005)
 PP3280
 PP3280'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEH)
 PP3280'MARK FOUND 2.0 FEET NORTHWEST OF A WITNESS POST.
 PP3280' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3281 ***********************************************************************
 PP3281  DESIGNATION -  7903 AT
 PP3281  PID         -  PP3281
 PP3281  STATE/COUNTY-  MN/WABASHA
 PP3281  USGS QUAD   -  ZUMBRO FALLS (1974)
 PP3281
 PP3281                         *CURRENT SURVEY CONTROL
 PP3281  ___________________________________________________________________
 PP3281* NAD 83(1986)-  44 16 55.     (N)    092 24 50.     (W)     SCALED    
 PP3281* NAVD 88     -       288.114  (meters)     945.25   (feet)  ADJUSTED  
 PP3281  ___________________________________________________________________
 PP3281  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 PP3281  DYNAMIC HT  -         288.072 (meters)     945.12  (feet)  COMP
 PP3281  MODELED GRAV-     980,463.4   (mgal)                       NAVD 88
 PP3281
 PP3281  VERT ORDER  -  SECOND    CLASS I
 PP3281
 PP3281.The horizontal coordinates were scaled from a topographic map and have
 PP3281.an estimated accuracy of +/- 6 seconds.
 PP3281
 PP3281.The orthometric height was determined by differential leveling
 PP3281.and adjusted by the National Geodetic Survey in June 1995..
 PP3281
 PP3281.The geoid height was determined by GEOID03.
 PP3281
 PP3281.The dynamic height is computed by dividing the NAVD 88
 PP3281.geopotential number by the normal gravity value computed on the
 PP3281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3281.degrees latitude (g = 980.6199 gals.).
 PP3281
 PP3281.The modeled gravity was interpolated from observed gravity values.
 PP3281
 PP3281;                    North         East    Units  Estimated Accuracy
 PP3281;SPC MN S     -   243,670.      926,600.      MT  (+/- 180 meters Scaled)
 PP3281
 PP3281                          SUPERSEDED SURVEY CONTROL
 PP3281
 PP3281.No superseded survey control is available for this station.
 PP3281
 PP3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK467033(NAD 83)
 PP3281_MARKER: DV = VERTICAL CONTROL DISK
 PP3281_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3281_SP_SET: BOX CULVERT
 PP3281_STAMPING: 7903 AT 1979
 PP3281_MARK LOGO: MNDT  
 PP3281_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3281+STABILITY: SURFACE MOTION
 PP3281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3281+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 PP3281
 PP3281  HISTORY     - Date     Condition        Report By
 PP3281  HISTORY     - 1979     MONUMENTED       MNDT
 PP3281  HISTORY     - 19920422 GOOD             MNDT
 PP3281  HISTORY     - 20020921 GOOD             USPSQD
 PP3281  HISTORY     - 20050917 GOOD             USPSQD
 PP3281
 PP3281                          STATION DESCRIPTION
 PP3281
 PP3281'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3281'0.45 MI EAST FROM ZUMBRO FALLS.
 PP3281'THE MARK IS LOCATED 0.45 MILE EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3281'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND 60 FEET WEST OF A
 PP3281'TOWNSHIP ROAD TO THE SOUTH NEAR TRUNK HIGHWAY 60 MILE POINT 194.35 IN
 PP3281'THE SE 1/4 OF SECTION 31, T110N, R13W.  THE MARK IS 22 FEET SOUTHWEST
 PP3281'OF AND 2 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 60 IN THE
 PP3281'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 5 FOOT HIGH BY 8 FOOT
 PP3281'WIDE BOX CULVERT UNDER TRUNK HIGHWAY 60.  THE MARK, A STANDARD MNDT
 PP3281'VERTICAL CONTROL MARK DISK STAMPED---7903 AT 1979---, IS SET IN A
 PP3281'DRILL HOLE IN THE HEADWALL.
 PP3281
 PP3281                          STATION RECOVERY (1992)
 PP3281
 PP3281'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP3281'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PP3281
 PP3281                          STATION RECOVERY (2002)
 PP3281
 PP3281'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3281'RECOVERED IN GOOD CONDITION.
 PP3281
 PP3281                          STATION RECOVERY (2005)
 PP3281
 PP3281'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEH)
 PP3281' 
 PP3281' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3232 ***********************************************************************
 PP3232  DESIGNATION -  7903 B
 PP3232  PID         -  PP3232
 PP3232  STATE/COUNTY-  MN/WABASHA
 PP3232  USGS QUAD   -  WABASHA SOUTH (1974)
 PP3232
 PP3232                         *CURRENT SURVEY CONTROL
 PP3232  ___________________________________________________________________
 PP3232* NAD 83(1986)-  44 22 22.     (N)    092 02 17.     (W)     SCALED    
 PP3232* NAVD 88     -       211.248  (meters)     693.07   (feet)  ADJUSTED  
 PP3232  ___________________________________________________________________
 PP3232  GEOID HEIGHT-         -30.34  (meters)                     GEOID03
 PP3232  DYNAMIC HT  -         211.219 (meters)     692.97  (feet)  COMP
 PP3232  MODELED GRAV-     980,476.3   (mgal)                       NAVD 88
 PP3232
 PP3232  VERT ORDER  -  SECOND    CLASS I
 PP3232
 PP3232.The horizontal coordinates were scaled from a topographic map and have
 PP3232.an estimated accuracy of +/- 6 seconds.
 PP3232
 PP3232.The orthometric height was determined by differential leveling
 PP3232.and adjusted by the National Geodetic Survey in June 1995..
 PP3232
 PP3232.The geoid height was determined by GEOID03.
 PP3232
 PP3232.The dynamic height is computed by dividing the NAVD 88
 PP3232.geopotential number by the normal gravity value computed on the
 PP3232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3232.degrees latitude (g = 980.6199 gals.).
 PP3232
 PP3232.The modeled gravity was interpolated from observed gravity values.
 PP3232
 PP3232;                    North         East    Units  Estimated Accuracy
 PP3232;SPC MN S     -   254,410.      956,350.      MT  (+/- 180 meters Scaled)
 PP3232
 PP3232                          SUPERSEDED SURVEY CONTROL
 PP3232
 PP3232.No superseded survey control is available for this station.
 PP3232
 PP3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK766137(NAD 83)
 PP3232_MARKER: DB = BENCH MARK DISK
 PP3232_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3232_SP_SET: BRIDGE ABUTMENT
 PP3232_STAMPING: 7903 B 1979
 PP3232_MARK LOGO: MNDT  
 PP3232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3232+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP3232
 PP3232  HISTORY     - Date     Condition        Report By
 PP3232  HISTORY     - 1979     MONUMENTED       MNDT
 PP3232  HISTORY     - 20020921 GOOD             USPSQD
 PP3232
 PP3232                          STATION DESCRIPTION
 PP3232
 PP3232'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3232'IN WABASHA.
 PP3232'THE MARK IS LOCATED 0.15 MILE NORTHEAST ALONG TRUNK HIGHWAY 60 FROM
 PP3232'ITS JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA AND IS NEAR TRUNK
 PP3232'HIGHWAY 60 MILE POINT 218.3 IN THE SW 1/4 OF SECTION 32, T111N, R10W.
 PP3232'THE MARK IS IN THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF BRIDGE
 PP3232'NUMBER 5413 CARRING THE RAILROAD OVER TRUNK HIGHWAY 60, 7.3 FEET
 PP3232'SOUTHEAST OF AND ABOUT 1 FOOT LOWER THAN THE SOUTHEAST RAIL OF THE
 PP3232'RAILROAD.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3232'STAMPED---7903 B 1979---, IS SET IN THE BRIDGE ABUTMENT.
 PP3232
 PP3232                          STATION RECOVERY (2002)
 PP3232
 PP3232'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3233 ***********************************************************************
 PP3233  DESIGNATION -  7903 C
 PP3233  PID         -  PP3233
 PP3233  STATE/COUNTY-  MN/WABASHA
 PP3233  USGS QUAD   -  WABASHA SOUTH (1974)
 PP3233
 PP3233                         *CURRENT SURVEY CONTROL
 PP3233  ___________________________________________________________________
 PP3233* NAD 83(1986)-  44 21 59.     (N)    092 02 25.     (W)     SCALED    
 PP3233* NAVD 88     -       221.998  (meters)     728.34   (feet)  ADJUSTED  
 PP3233  ___________________________________________________________________
 PP3233  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 PP3233  DYNAMIC HT  -         221.968 (meters)     728.24  (feet)  COMP
 PP3233  MODELED GRAV-     980,476.2   (mgal)                       NAVD 88
 PP3233
 PP3233  VERT ORDER  -  SECOND    CLASS I
 PP3233
 PP3233.The horizontal coordinates were scaled from a topographic map and have
 PP3233.an estimated accuracy of +/- 6 seconds.
 PP3233
 PP3233.The orthometric height was determined by differential leveling
 PP3233.and adjusted by the National Geodetic Survey in June 1995..
 PP3233
 PP3233.The geoid height was determined by GEOID03.
 PP3233
 PP3233.The dynamic height is computed by dividing the NAVD 88
 PP3233.geopotential number by the normal gravity value computed on the
 PP3233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3233.degrees latitude (g = 980.6199 gals.).
 PP3233
 PP3233.The modeled gravity was interpolated from observed gravity values.
 PP3233
 PP3233;                    North         East    Units  Estimated Accuracy
 PP3233;SPC MN S     -   253,690.      956,190.      MT  (+/- 180 meters Scaled)
 PP3233
 PP3233                          SUPERSEDED SURVEY CONTROL
 PP3233
 PP3233.No superseded survey control is available for this station.
 PP3233
 PP3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK764130(NAD 83)
 PP3233_MARKER: DB = BENCH MARK DISK
 PP3233_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3233_SP_SET: COPPER-CLAD STEEL ROD
 PP3233_STAMPING: 7903 C 1979
 PP3233_MARK LOGO: MNDT  
 PP3233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3233
 PP3233  HISTORY     - Date     Condition        Report By
 PP3233  HISTORY     - 1979     MONUMENTED       MNDT
 PP3233  HISTORY     - 20020921 MARK NOT FOUND   USPSQD
 PP3233
 PP3233                          STATION DESCRIPTION
 PP3233
 PP3233'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3233'0.4 MI SOUTH FROM WABASHA.
 PP3233'THE MARK IS LOCATED 0.4 MILE SOUTH ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3233'JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA AND IS NEAR TRUNK HIGHWAY
 PP3233'60 MILE POINT 217.8 IN THE SE 1/4 OF SECTION 32, T111N, R10W.  THE
 PP3233'MARK IS 51 FEET SOUTHWEST OF AND 2 FEET LOWER THAN THE CENTERLINE OF
 PP3233'TRUNK HIGHWAY 60, 36 FEET NORTH OF THE CENTER OF A DRIVE TO THE SKI
 PP3233'LIFT AREA, 8 FEET WEST OF THE WEST WOOD LEG OF A DEPARTMENT OF
 PP3233'NATURAL RESOURCES WELCOME TO MINNESOTA SIGN AND 0.9 FOOT NORTH OF A
 PP3233'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 PP3233'DISK STAMPED---7903 C 1979---, IS CRIMPED TO THE TOP OF A 5/8 INCH
 PP3233'DIAMETER BY 14 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES
 PP3233'ABOVE THE SURFACE OF THE GROUND.
 PP3233
 PP3233                          STATION RECOVERY (2002)
 PP3233
 PP3233'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3233'AFTER EXTENSIVE SEARCH, NO MARKER FOUND. MN DNR SIGN IS GONE. REMOVE
 PP3233'REFERENCE IN DESCRIPTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3234 ***********************************************************************
 PP3234  DESIGNATION -  7903 D
 PP3234  PID         -  PP3234
 PP3234  STATE/COUNTY-  MN/WABASHA
 PP3234  USGS QUAD   -  WABASHA SOUTH (1974)
 PP3234
 PP3234                         *CURRENT SURVEY CONTROL
 PP3234  ___________________________________________________________________
 PP3234* NAD 83(1986)-  44 21 42.     (N)    092 02 05.     (W)     SCALED    
 PP3234* NAVD 88     -       261.596  (meters)     858.25   (feet)  ADJUSTED  
 PP3234  ___________________________________________________________________
 PP3234  GEOID HEIGHT-         -30.33  (meters)                     GEOID03
 PP3234  DYNAMIC HT  -         261.561 (meters)     858.14  (feet)  COMP
 PP3234  MODELED GRAV-     980,477.0   (mgal)                       NAVD 88
 PP3234
 PP3234  VERT ORDER  -  SECOND    CLASS I
 PP3234
 PP3234.The horizontal coordinates were scaled from a topographic map and have
 PP3234.an estimated accuracy of +/- 6 seconds.
 PP3234
 PP3234.The orthometric height was determined by differential leveling
 PP3234.and adjusted by the National Geodetic Survey in June 1995..
 PP3234
 PP3234.The geoid height was determined by GEOID03.
 PP3234
 PP3234.The dynamic height is computed by dividing the NAVD 88
 PP3234.geopotential number by the normal gravity value computed on the
 PP3234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3234.degrees latitude (g = 980.6199 gals.).
 PP3234
 PP3234.The modeled gravity was interpolated from observed gravity values.
 PP3234
 PP3234;                    North         East    Units  Estimated Accuracy
 PP3234;SPC MN S     -   253,180.      956,640.      MT  (+/- 180 meters Scaled)
 PP3234
 PP3234                          SUPERSEDED SURVEY CONTROL
 PP3234
 PP3234.No superseded survey control is available for this station.
 PP3234
 PP3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK769124(NAD 83)
 PP3234_MARKER: DB = BENCH MARK DISK
 PP3234_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3234_SP_SET: COPPER-CLAD STEEL ROD
 PP3234_STAMPING: 7903 D 1979
 PP3234_MARK LOGO: MNDT  
 PP3234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3234+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP3234
 PP3234  HISTORY     - Date     Condition        Report By
 PP3234  HISTORY     - 1979     MONUMENTED       MNDT
 PP3234  HISTORY     - 20020921 GOOD             USPSQD
 PP3234
 PP3234                          STATION DESCRIPTION
 PP3234
 PP3234'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3234'0.8 MI SOUTH FROM WABASHA.
 PP3234'THE MARK IS LOCATED 0.8 MILE SOUTH ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3234'JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA AND IS NEAR TRUNK HIGHWAY
 PP3234'60 MILE POINT 217.4 IN THE NE 1/4 OF SECTION 5, T110N, R10W.  THE
 PP3234'MARK IS 37 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 PP3234'TRUNK HIGHWAY 60, 35.5 FEET NORTHEAST AN 18 INCH AND 24 INCH DOUBLE
 PP3234'OAK TREE, 15 FEET NORTH OF A 10 INCH ASH TREE AND 0.5 FOOT NORTHEAST
 PP3234'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 PP3234'MARK DISK STAMPED---7903 D 1979---, IS CRIMPED TO THE TOP OF A 5/8
 PP3234'INCH DIAMETER BY 40 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 3
 PP3234'INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3234
 PP3234                          STATION RECOVERY (2002)
 PP3234
 PP3234'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3234'REMOVE. . .'35.5 FT NE OF AN 18 INCH ABD 24 INCH DOUBLE OAK TREE, 15
 PP3234'FT N OF A 10 INCH ASH TREE AND 0.5 FT NE OF A STEEL WITNESS POST.'
 PP3234'TREES AND WITNESS POST HAVE BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3235 ***********************************************************************
 PP3235  DESIGNATION -  7903 E
 PP3235  PID         -  PP3235
 PP3235  STATE/COUNTY-  MN/WABASHA
 PP3235  USGS QUAD   -  WABASHA SOUTH (1974)
 PP3235
 PP3235                         *CURRENT SURVEY CONTROL
 PP3235  ___________________________________________________________________
 PP3235* NAD 83(1986)-  44 21 26.     (N)    092 01 55.     (W)     SCALED    
 PP3235* NAVD 88     -       293.175  (meters)     961.86   (feet)  ADJUSTED  
 PP3235  ___________________________________________________________________
 PP3235  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 PP3235  DYNAMIC HT  -         293.137 (meters)     961.73  (feet)  COMP
 PP3235  MODELED GRAV-     980,477.6   (mgal)                       NAVD 88
 PP3235
 PP3235  VERT ORDER  -  SECOND    CLASS I
 PP3235
 PP3235.The horizontal coordinates were scaled from a topographic map and have
 PP3235.an estimated accuracy of +/- 6 seconds.
 PP3235
 PP3235.The orthometric height was determined by differential leveling
 PP3235.and adjusted by the National Geodetic Survey in June 1995..
 PP3235
 PP3235.The geoid height was determined by GEOID03.
 PP3235
 PP3235.The dynamic height is computed by dividing the NAVD 88
 PP3235.geopotential number by the normal gravity value computed on the
 PP3235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3235.degrees latitude (g = 980.6199 gals.).
 PP3235
 PP3235.The modeled gravity was interpolated from observed gravity values.
 PP3235
 PP3235;                    North         East    Units  Estimated Accuracy
 PP3235;SPC MN S     -   252,690.      956,870.      MT  (+/- 180 meters Scaled)
 PP3235
 PP3235                          SUPERSEDED SURVEY CONTROL
 PP3235
 PP3235.No superseded survey control is available for this station.
 PP3235
 PP3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK771120(NAD 83)
 PP3235_MARKER: DB = BENCH MARK DISK
 PP3235_SETTING: 66 = SET IN ROCK OUTCROP
 PP3235_SP_SET: SANDSTONE CLIFF
 PP3235_STAMPING: 7903 E 1979
 PP3235_MARK LOGO: MNDT  
 PP3235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PP3235+STABILITY: POSITION/ELEVATION WELL
 PP3235
 PP3235  HISTORY     - Date     Condition        Report By
 PP3235  HISTORY     - 1979     MONUMENTED       MNDT
 PP3235  HISTORY     - 20020921 MARK NOT FOUND   USPSQD
 PP3235
 PP3235                          STATION DESCRIPTION
 PP3235
 PP3235'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3235'1.1 MI SOUTH FROM WABASHA.
 PP3235'THE MARK IS LOCATED 1.1 MILES SOUTH ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3235'JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA AND IS NEAR TRUNK HIGHWAY
 PP3235'60 MILE POINT 217.05 IN THE SE 1/4 OF SECTION 5, T110N, R10W.  THE
 PP3235'MARK IS 29 FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK
 PP3235'HIGHWAY 60 AND 2.5 FEET WEST OF A STEEL WITNESS POST.  THE MARK, A
 PP3235'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---7903 E 1979---, IS
 PP3235'CEMENTED IN A SMALL NITCH CHISELED INTO THE SLOPING FACE OF A
 PP3235'SANDSTONE CLIFF.
 PP3235
 PP3235                          STATION RECOVERY (2002)
 PP3235
 PP3235'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3236 ***********************************************************************
 PP3236  DESIGNATION -  7903 F
 PP3236  PID         -  PP3236
 PP3236  STATE/COUNTY-  MN/WABASHA
 PP3236  USGS QUAD   -  WABASHA SOUTH (1974)
 PP3236
 PP3236                         *CURRENT SURVEY CONTROL
 PP3236  ___________________________________________________________________
 PP3236* NAD 83(1986)-  44 21 15.     (N)    092 02 00.     (W)     SCALED    
 PP3236* NAVD 88     -       325.246  (meters)    1067.08   (feet)  ADJUSTED  
 PP3236  ___________________________________________________________________
 PP3236  GEOID HEIGHT-         -30.32  (meters)                     GEOID03
 PP3236  DYNAMIC HT  -         325.203 (meters)    1066.94  (feet)  COMP
 PP3236  MODELED GRAV-     980,477.5   (mgal)                       NAVD 88
 PP3236
 PP3236  VERT ORDER  -  SECOND    CLASS I
 PP3236
 PP3236.The horizontal coordinates were scaled from a topographic map and have
 PP3236.an estimated accuracy of +/- 6 seconds.
 PP3236
 PP3236.The orthometric height was determined by differential leveling
 PP3236.and adjusted by the National Geodetic Survey in June 1995..
 PP3236
 PP3236.The geoid height was determined by GEOID03.
 PP3236
 PP3236.The dynamic height is computed by dividing the NAVD 88
 PP3236.geopotential number by the normal gravity value computed on the
 PP3236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3236.degrees latitude (g = 980.6199 gals.).
 PP3236
 PP3236.The modeled gravity was interpolated from observed gravity values.
 PP3236
 PP3236;                    North         East    Units  Estimated Accuracy
 PP3236;SPC MN S     -   252,350.      956,770.      MT  (+/- 180 meters Scaled)
 PP3236
 PP3236                          SUPERSEDED SURVEY CONTROL
 PP3236
 PP3236.No superseded survey control is available for this station.
 PP3236
 PP3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK770116(NAD 83)
 PP3236_MARKER: DB = BENCH MARK DISK
 PP3236_SETTING: 66 = SET IN ROCK OUTCROP
 PP3236_SP_SET: SANDSTONE CLIFF
 PP3236_STAMPING: 7903 F 1979
 PP3236_MARK LOGO: MNDT  
 PP3236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PP3236+STABILITY: POSITION/ELEVATION WELL
 PP3236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3236+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP3236
 PP3236  HISTORY     - Date     Condition        Report By
 PP3236  HISTORY     - 1979     MONUMENTED       MNDT
 PP3236  HISTORY     - 20020921 GOOD             USPSQD
 PP3236
 PP3236                          STATION DESCRIPTION
 PP3236
 PP3236'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3236'1.4 MI SOUTH FROM WABASHA.
 PP3236'THE MARK IS LOCATED 1.4 MILES SOUTH ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3236'JUNCTION WITH TRUNK HIGHWAY 61 IN WABASHA AND IS NEAR TRUNK HIGHWAY
 PP3236'60 MILE POINT 216.75 IN THE SE 1/4 OF SECTION 5, T110N, R10W.  THE
 PP3236'MARK IS 48 FEET NORTHWEST OF AND ABOUT 2 FEET HIGHER THAN THE
 PP3236'CENTERLINE OF TRUNK HIGHWAY 60 AND 2.7 FEET EAST OF A STEEL WITNESS
 PP3236'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3236'STAMPED---7903 F 1979---, IS CEMENTED IN A DRILL HOLE IN A SANDSTONE
 PP3236'LEDGE.
 PP3236
 PP3236                          STATION RECOVERY (2002)
 PP3236
 PP3236'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3237 ***********************************************************************
 PP3237  DESIGNATION -  7903 G
 PP3237  PID         -  PP3237
 PP3237  STATE/COUNTY-  MN/WABASHA
 PP3237  USGS QUAD   -  WABASHA SOUTH (1974)
 PP3237
 PP3237                         *CURRENT SURVEY CONTROL
 PP3237  ___________________________________________________________________
 PP3237* NAD 83(1986)-  44 21 05.     (N)    092 02 24.     (W)     SCALED    
 PP3237* NAVD 88     -       361.501  (meters)    1186.02   (feet)  ADJUSTED  
 PP3237  ___________________________________________________________________
 PP3237  GEOID HEIGHT-         -30.31  (meters)                     GEOID03
 PP3237  DYNAMIC HT  -         361.454 (meters)    1185.87  (feet)  COMP
 PP3237  MODELED GRAV-     980,476.8   (mgal)                       NAVD 88
 PP3237
 PP3237  VERT ORDER  -  SECOND    CLASS I
 PP3237
 PP3237.The horizontal coordinates were scaled from a topographic map and have
 PP3237.an estimated accuracy of +/- 6 seconds.
 PP3237
 PP3237.The orthometric height was determined by differential leveling
 PP3237.and adjusted by the National Geodetic Survey in June 1995..
 PP3237
 PP3237.The geoid height was determined by GEOID03.
 PP3237
 PP3237.The dynamic height is computed by dividing the NAVD 88
 PP3237.geopotential number by the normal gravity value computed on the
 PP3237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3237.degrees latitude (g = 980.6199 gals.).
 PP3237
 PP3237.The modeled gravity was interpolated from observed gravity values.
 PP3237
 PP3237;                    North         East    Units  Estimated Accuracy
 PP3237;SPC MN S     -   252,030.      956,250.      MT  (+/- 180 meters Scaled)
 PP3237
 PP3237                          SUPERSEDED SURVEY CONTROL
 PP3237
 PP3237.No superseded survey control is available for this station.
 PP3237
 PP3237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK765113(NAD 83)
 PP3237_MARKER: DB = BENCH MARK DISK
 PP3237_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3237_SP_SET: COPPER-CLAD STEEL ROD
 PP3237_STAMPING: 7903 G 1979
 PP3237_MARK LOGO: MNDT  
 PP3237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3237+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP3237
 PP3237  HISTORY     - Date     Condition        Report By
 PP3237  HISTORY     - 1979     MONUMENTED       MNDT
 PP3237  HISTORY     - 20020921 GOOD             USPSQD
 PP3237
 PP3237                          STATION DESCRIPTION
 PP3237
 PP3237'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3237'1.3 MI SOUTH FROM WABASHA.
 PP3237'THE MARK IS LOCATED 1.7 MILES SOUTH AND SOUTHWEST ALONG TRUNK HIGHWAY
 PP3237'60 FROM ITS JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA AND IS NEAR
 PP3237'TRUNK HIGHWAY 60 MILE POINT 216.35 IN THE NW 1/4 OF SECTION 8, T110N,
 PP3237'R10W.  THE MARK IS 158 FEET NORTH OF AND 3 FEET HIGHER THAN THE
 PP3237'CENTERLINE OF TRUNK HIGHWAY 60, 19 FEET WEST OF AND ABOUT LEVEL WITH
 PP3237'THE CENTER OF THE COUNTRY CLUB ENTRANCE ROAD, 1.9 FEET SOUTH OF POWER
 PP3237'POLE NUMBER 9107NN1 AND 0.7 FOOT SOUTH OF A STEEL WITNESS POST.  THE
 PP3237'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---7903 G
 PP3237'1979---, IS CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 30 FOOT LONG
 PP3237'COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 PP3237
 PP3237                          STATION RECOVERY (2002)
 PP3237
 PP3237'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3240 ***********************************************************************
 PP3240  DESIGNATION -  7903 H
 PP3240  PID         -  PP3240
 PP3240  STATE/COUNTY-  MN/WABASHA
 PP3240  USGS QUAD   -  WABASHA SOUTH (1974)
 PP3240
 PP3240                         *CURRENT SURVEY CONTROL
 PP3240  ___________________________________________________________________
 PP3240* NAD 83(1996)-  44 20 55.00495(N)    092 03 32.42342(W)     ADJUSTED  
 PP3240* NAVD 88     -       364.989  (meters)    1197.47   (feet)  ADJUSTED  
 PP3240  ___________________________________________________________________
 PP3240  X           -    -164,148.302 (meters)                     COMP
 PP3240  Y           -  -4,565,772.828 (meters)                     COMP
 PP3240  Z           -   4,436,108.104 (meters)                     COMP
 PP3240  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 PP3240  ELLIP HEIGHT-         334.70  (meters)          (01/15/97) GPS OBS
 PP3240  GEOID HEIGHT-         -30.29  (meters)                     GEOID03
 PP3240  DYNAMIC HT  -         364.941 (meters)    1197.31  (feet)  COMP
 PP3240  MODELED GRAV-     980,474.2   (mgal)                       NAVD 88
 PP3240
 PP3240  HORZ ORDER  -  FIRST
 PP3240  VERT ORDER  -  SECOND    CLASS I
 PP3240  ELLP ORDER  -  FOURTH    CLASS II
 PP3240
 PP3240.The horizontal coordinates were established by GPS observations
 PP3240.and adjusted by the National Geodetic Survey in January 1997..
 PP3240
 PP3240.The orthometric height was determined by differential leveling
 PP3240.and adjusted by the National Geodetic Survey in June 1995..
 PP3240
 PP3240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3240
 PP3240.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3240
 PP3240.The ellipsoidal height was determined by GPS observations
 PP3240.and is referenced to NAD 83.
 PP3240
 PP3240.The geoid height was determined by GEOID03.
 PP3240
 PP3240.The dynamic height is computed by dividing the NAVD 88
 PP3240.geopotential number by the normal gravity value computed on the
 PP3240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3240.degrees latitude (g = 980.6199 gals.).
 PP3240
 PP3240.The modeled gravity was interpolated from observed gravity values.
 PP3240
 PP3240;                    North         East     Units Scale Factor Converg.
 PP3240;SPC MN S     -   251,683.232   954,739.202   MT  0.99992558   +1 21 37.8
 PP3240;UTM  15      - 4,911,024.182   575,000.257   MT  0.99966918   +0 39 28.1
 PP3240
 PP3240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3240!SPC MN S     -   0.99994752  x   0.99992558  =   0.99987311
 PP3240!UTM  15      -   0.99994752  x   0.99966918  =   0.99961672
 PP3240
 PP3240                          SUPERSEDED SURVEY CONTROL
 PP3240
 PP3240  NAVD 88 (01/15/97)  364.99   (m)         1197.5    (f) LEVELING    3  
 PP3240
 PP3240.Superseded values are not recommended for survey control.
 PP3240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3240.See file dsdata.txt to determine how the superseded data were derived.
 PP3240
 PP3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7500011024(NAD 83)
 PP3240_MARKER: DV = VERTICAL CONTROL DISK
 PP3240_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3240_SP_SET: COPPER-CLAD STEEL ROD
 PP3240_STAMPING: 7903 H 1979
 PP3240_MARK LOGO: MNDT  
 PP3240_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3240+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP3240
 PP3240  HISTORY     - Date     Condition        Report By
 PP3240  HISTORY     - 1979     MONUMENTED       MNDT
 PP3240  HISTORY     - 19951009 GOOD             MNDT
 PP3240  HISTORY     - 20020921 GOOD             USPSQD
 PP3240
 PP3240                          STATION DESCRIPTION
 PP3240
 PP3240'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3240'1.8 MI SW FROM WABASHA.
 PP3240'THE MARK IS LOCATED 2.7 MILES SOUTH AND WEST ALONG TRUNK HIGHWAY 60
 PP3240'FROM ITS JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA OR 1.05 MILES WEST
 PP3240'OF THE COFFEE MILL GOLF COURSE ENTRANCE ROAD AND NEAR TRUNK HIGHWAY
 PP3240'60 MILE POINT 215.25 IN THE NE 1/4 OF SECTION 7, T110N, R10W.  THE
 PP3240'MARK IS 49.7 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 PP3240'TRUNK HIGHWAY 60, 43.6 FEET EAST OF A TELEPHONE POLE, 11 FEET WEST OF
 PP3240'THE CENTER OF AN ENTRANCE, 1.5 FEET SOUTH OF A WOOD FENCE POST AT THE
 PP3240'ENTRANCE AND 0.7 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 PP3240'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---7903 H 1979---, IS
 PP3240'CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 14 FOOT LONG COPPER-CLAD
 PP3240'STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
 PP3240
 PP3240                          STATION RECOVERY (1995)
 PP3240
 PP3240'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH)
 PP3240'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP3240'THE MARK IS LOCATED ABOUT 2-3/4 MI SOUTH AND WEST OF THE TOWN OF
 PP3240'WABASHA.  TO REACH THE MARK FROM THE JCT OF TH 60 AND TH 61 IN
 PP3240'WABASHA, GO SOUTH AND WEST FOR 2.7 MI (4.3 KM) ALONG TH 60 TO TH 60 MP
 PP3240'215.25 AND THE MARK ON THE RIGHT.  THE MARK, A DISK SET ON A DRIVEN
 PP3240'COPPER ROD, IS 1.0 MI (1.6 KM) WEST OF A GOLF COURSE ENT, 49.7 FT
 PP3240'(15.1 M) NORTH OF TH 60, 6.9 FT (2.1 M) EAST OF A CABLE MARKER, 11.0
 PP3240'FT (3.4 M) WEST OF AN ENT, 50.5 FT (15.4 M) WEST OF A P-POLE, AND 0.7
 PP3240'FT (21.3 CM) SOUTH OF A WIT POST.  RECOVERED AND DESCRIBED BY DAVID K.
 PP3240'HERDER, TYPED BY M.P.P.
 PP3240
 PP3240                          STATION RECOVERY (2002)
 PP3240
 PP3240'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3240'REMOVE. . .'43.6 FT E OF ATELEPHONE POLE AND 1.5 FT S OF AWOOD FENCE
 PP3240'POST.' POLE AND FENCE HAVE BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3241 ***********************************************************************
 PP3241  DESIGNATION -  7903 J
 PP3241  PID         -  PP3241
 PP3241  STATE/COUNTY-  MN/WABASHA
 PP3241  USGS QUAD   -  WABASHA SOUTH (1974)
 PP3241
 PP3241                         *CURRENT SURVEY CONTROL
 PP3241  ___________________________________________________________________
 PP3241* NAD 83(1986)-  44 20 48.     (N)    092 04 16.     (W)     SCALED    
 PP3241* NAVD 88     -       326.015  (meters)    1069.60   (feet)  ADJUSTED  
 PP3241  ___________________________________________________________________
 PP3241  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 PP3241  DYNAMIC HT  -         325.971 (meters)    1069.46  (feet)  COMP
 PP3241  MODELED GRAV-     980,472.4   (mgal)                       NAVD 88
 PP3241
 PP3241  VERT ORDER  -  SECOND    CLASS I
 PP3241
 PP3241.The horizontal coordinates were scaled from a topographic map and have
 PP3241.an estimated accuracy of +/- 6 seconds.
 PP3241
 PP3241.The orthometric height was determined by differential leveling
 PP3241.and adjusted by the National Geodetic Survey in June 1995..
 PP3241
 PP3241.The geoid height was determined by GEOID03.
 PP3241
 PP3241.The dynamic height is computed by dividing the NAVD 88
 PP3241.geopotential number by the normal gravity value computed on the
 PP3241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3241.degrees latitude (g = 980.6199 gals.).
 PP3241
 PP3241.The modeled gravity was interpolated from observed gravity values.
 PP3241
 PP3241;                    North         East    Units  Estimated Accuracy
 PP3241;SPC MN S     -   251,440.      953,780.      MT  (+/- 180 meters Scaled)
 PP3241
 PP3241                          SUPERSEDED SURVEY CONTROL
 PP3241
 PP3241.No superseded survey control is available for this station.
 PP3241
 PP3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK740107(NAD 83)
 PP3241_MARKER: DB = BENCH MARK DISK
 PP3241_SETTING: 66 = SET IN ROCK OUTCROP
 PP3241_SP_SET: SANDSTONE LEDGE
 PP3241_STAMPING: 7903 J 1979
 PP3241_MARK LOGO: MNDT  
 PP3241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PP3241+STABILITY: POSITION/ELEVATION WELL
 PP3241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3241+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP3241
 PP3241  HISTORY     - Date     Condition        Report By
 PP3241  HISTORY     - 1979     MONUMENTED       MNDT
 PP3241  HISTORY     - 20020921 GOOD             USPSQD
 PP3241
 PP3241                          STATION DESCRIPTION
 PP3241
 PP3241'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3241'2.25 MI SW FROM WABASHA.
 PP3241'THE MARK IS LOCATED 3.35 MILES SOUTH AND WEST ALONG TRUNK HIGHWAY 60
 PP3241'FROM ITS JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA AND IS NEAR TRUNK
 PP3241'HIGHWAY 60 MILE POINT 214.65 IN THE NE 1/4 OF SECTION 12, T110N,
 PP3241'R11W.  THE MARK IS 62 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE
 PP3241'CENTERLINE OF TRUNK HIGHWAY 60, 130 FEET NORTHEAST OF A TELEPHONE
 PP3241'POLE AND 1.2 FEET SOUTHEAST OF A STEEL WITNESS POST IN A 125 FOOT
 PP3241'SQUARE OPENING IN THE SANDSTONE HILL.  THE MARK, A STANDARD MNDT
 PP3241'VERTICAL CONTROL MARK DISK STAMPED---7903 J 1979---, IS CEMENTED IN A
 PP3241'SANDSTONE LEDGE IN THE 125 FOOT SQUARE OPENING.
 PP3241
 PP3241                          STATION RECOVERY (2002)
 PP3241
 PP3241'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3241'REMOVE. . .'130 FT NE OFA TELEPHONE POLE.' POLE HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3242 ***********************************************************************
 PP3242  DESIGNATION -  7903 K
 PP3242  PID         -  PP3242
 PP3242  STATE/COUNTY-  MN/WABASHA
 PP3242  USGS QUAD   -  WABASHA SOUTH (1974)
 PP3242
 PP3242                         *CURRENT SURVEY CONTROL
 PP3242  ___________________________________________________________________
 PP3242* NAD 83(1986)-  44 20 36.     (N)    092 04 28.     (W)     SCALED    
 PP3242* NAVD 88     -       294.547  (meters)     966.36   (feet)  ADJUSTED  
 PP3242  ___________________________________________________________________
 PP3242  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 PP3242  DYNAMIC HT  -         294.507 (meters)     966.23  (feet)  COMP
 PP3242  MODELED GRAV-     980,472.2   (mgal)                       NAVD 88
 PP3242
 PP3242  VERT ORDER  -  SECOND    CLASS I
 PP3242
 PP3242.The horizontal coordinates were scaled from a topographic map and have
 PP3242.an estimated accuracy of +/- 6 seconds.
 PP3242
 PP3242.The orthometric height was determined by differential leveling
 PP3242.and adjusted by the National Geodetic Survey in June 1995..
 PP3242
 PP3242.The geoid height was determined by GEOID03.
 PP3242
 PP3242.The dynamic height is computed by dividing the NAVD 88
 PP3242.geopotential number by the normal gravity value computed on the
 PP3242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3242.degrees latitude (g = 980.6199 gals.).
 PP3242
 PP3242.The modeled gravity was interpolated from observed gravity values.
 PP3242
 PP3242;                    North         East    Units  Estimated Accuracy
 PP3242;SPC MN S     -   251,070.      953,520.      MT  (+/- 180 meters Scaled)
 PP3242
 PP3242                          SUPERSEDED SURVEY CONTROL
 PP3242
 PP3242.No superseded survey control is available for this station.
 PP3242
 PP3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK737104(NAD 83)
 PP3242_MARKER: DB = BENCH MARK DISK
 PP3242_SETTING: 66 = SET IN ROCK OUTCROP
 PP3242_SP_SET: SANDSTONE LEDGE ROCK
 PP3242_STAMPING: 7903 K 1979
 PP3242_MARK LOGO: MNDT  
 PP3242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PP3242+STABILITY: POSITION/ELEVATION WELL
 PP3242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3242+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP3242
 PP3242  HISTORY     - Date     Condition        Report By
 PP3242  HISTORY     - 1979     MONUMENTED       MNDT
 PP3242  HISTORY     - 20020921 GOOD             USPSQD
 PP3242
 PP3242                          STATION DESCRIPTION
 PP3242
 PP3242'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3242'2.5 MI SW FROM WABASHA.
 PP3242'THE MARK IS LOCATED 3.65 MILES SOUTH AND WEST ALONG TRUNK HIGHWAY 60
 PP3242'FROM ITS JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA AND IS NEAR TRUNK
 PP3242'HIGHWAY 60 MILE POINT 214.35 IN THE SE 1/4 OF SECTION 12, T110N,
 PP3242'R11W.  THE MARK IS 84.5 FEET SOUTHWEST OF TELEPHONE POLE NUMBER 25,
 PP3242'56 FEET NORTHEAST OF A TELEPHONE POLE, 37 FEET SOUTHEAST OF AND ABOUT
 PP3242'2 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 60 AND 1.5 FEET
 PP3242'WEST OF A STEEL WITNESS POST IN A 20 FOOT BY 40 FOOT SECTION OF
 PP3242'EXPOSED SANDSTONE LEDGE ROCK.  THE MARK, A STANDARD MNDT VERTICAL
 PP3242'CONTROL MARK DISK STAMPED---7903 K 1979---, IS CEMENTED IN A DRILL
 PP3242'HOLE IN THE SANDSTONE.
 PP3242
 PP3242                          STATION RECOVERY (2002)
 PP3242
 PP3242'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3242'REMOVE. . .'THE MARK IS 84,5 FT SE OF TELEPHONE POLE NUMBER 25, 56 FT
 PP3242'NE OF ATELEPHONE POLE.' BOTH POLES HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3243 ***********************************************************************
 PP3243  DESIGNATION -  7903 L
 PP3243  PID         -  PP3243
 PP3243  STATE/COUNTY-  MN/WABASHA
 PP3243  USGS QUAD   -  WABASHA SOUTH (1974)
 PP3243
 PP3243                         *CURRENT SURVEY CONTROL
 PP3243  ___________________________________________________________________
 PP3243* NAD 83(1986)-  44 20 44.     (N)    092 04 48.     (W)     SCALED    
 PP3243* NAVD 88     -       243.297  (meters)     798.22   (feet)  ADJUSTED  
 PP3243  ___________________________________________________________________
 PP3243  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 PP3243  DYNAMIC HT  -         243.262 (meters)     798.10  (feet)  COMP
 PP3243  MODELED GRAV-     980,471.1   (mgal)                       NAVD 88
 PP3243
 PP3243  VERT ORDER  -  SECOND    CLASS I
 PP3243
 PP3243.The horizontal coordinates were scaled from a topographic map and have
 PP3243.an estimated accuracy of +/- 6 seconds.
 PP3243
 PP3243.The orthometric height was determined by differential leveling
 PP3243.and adjusted by the National Geodetic Survey in June 1995..
 PP3243
 PP3243.The geoid height was determined by GEOID03.
 PP3243
 PP3243.The dynamic height is computed by dividing the NAVD 88
 PP3243.geopotential number by the normal gravity value computed on the
 PP3243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3243.degrees latitude (g = 980.6199 gals.).
 PP3243
 PP3243.The modeled gravity was interpolated from observed gravity values.
 PP3243
 PP3243;                    North         East    Units  Estimated Accuracy
 PP3243;SPC MN S     -   251,300.      953,070.      MT  (+/- 180 meters Scaled)
 PP3243
 PP3243                          SUPERSEDED SURVEY CONTROL
 PP3243
 PP3243.No superseded survey control is available for this station.
 PP3243
 PP3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK733106(NAD 83)
 PP3243_MARKER: DB = BENCH MARK DISK
 PP3243_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3243_SP_SET: COPPER-CLAD STEEL ROD
 PP3243_STAMPING: 7903 L 1979
 PP3243_MARK LOGO: MNDT  
 PP3243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3243+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP3243
 PP3243  HISTORY     - Date     Condition        Report By
 PP3243  HISTORY     - 1979     MONUMENTED       MNDT
 PP3243  HISTORY     - 20020921 GOOD             USPSQD
 PP3243
 PP3243                          STATION DESCRIPTION
 PP3243
 PP3243'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3243'2.6 MI SW FROM WABASHA.
 PP3243'THE MARK IS LOCATED 4.05 MILES SOUTH AND WEST ALONG TRUNK HIGHWAY 60
 PP3243'FROM ITS JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA AND IS NEAR TRUNK
 PP3243'HIGHWAY 60 MILE POINT 213.9 IN THE NW 1/4 OF SECTION 12, T110N, R11W.
 PP3243'THE MARK IS 53.5 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE
 PP3243'CENTERLINE OF TRUNK HIGHWAY 60, 25 FEET SOUTHWEST OF A TWIN 30 INCH
 PP3243'COTTONWOOD TREE, 24.5 FEET NORTH OF THE SOUTHEAST END OF AN 18 INCH
 PP3243'METAL CULVERT UNDER A FIELD ENTRANCE AND 0.7 FOOT SOUTHWEST OF A
 PP3243'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 PP3243'DISK STAMPED---7903 L 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8
 PP3243'INCH DIAMETER BY 38 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2
 PP3243'INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3243
 PP3243                          STATION RECOVERY (2002)
 PP3243
 PP3243'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3244 ***********************************************************************
 PP3244  DESIGNATION -  7903 M
 PP3244  PID         -  PP3244
 PP3244  STATE/COUNTY-  MN/WABASHA
 PP3244  USGS QUAD   -  WABASHA SOUTH (1974)
 PP3244
 PP3244                         *CURRENT SURVEY CONTROL
 PP3244  ___________________________________________________________________
 PP3244* NAD 83(1986)-  44 20 37.     (N)    092 05 07.     (W)     SCALED    
 PP3244* NAVD 88     -       221.476  (meters)     726.63   (feet)  ADJUSTED  
 PP3244  ___________________________________________________________________
 PP3244  GEOID HEIGHT-         -30.27  (meters)                     GEOID03
 PP3244  DYNAMIC HT  -         221.445 (meters)     726.52  (feet)  COMP
 PP3244  MODELED GRAV-     980,470.4   (mgal)                       NAVD 88
 PP3244
 PP3244  VERT ORDER  -  SECOND    CLASS I
 PP3244
 PP3244.The horizontal coordinates were scaled from a topographic map and have
 PP3244.an estimated accuracy of +/- 6 seconds.
 PP3244
 PP3244.The orthometric height was determined by differential leveling
 PP3244.and adjusted by the National Geodetic Survey in June 1995..
 PP3244
 PP3244.The geoid height was determined by GEOID03.
 PP3244
 PP3244.The dynamic height is computed by dividing the NAVD 88
 PP3244.geopotential number by the normal gravity value computed on the
 PP3244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3244.degrees latitude (g = 980.6199 gals.).
 PP3244
 PP3244.The modeled gravity was interpolated from observed gravity values.
 PP3244
 PP3244;                    North         East    Units  Estimated Accuracy
 PP3244;SPC MN S     -   251,080.      952,660.      MT  (+/- 180 meters Scaled)
 PP3244
 PP3244                          SUPERSEDED SURVEY CONTROL
 PP3244
 PP3244.No superseded survey control is available for this station.
 PP3244
 PP3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK729104(NAD 83)
 PP3244_MARKER: DB = BENCH MARK DISK
 PP3244_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3244_SP_SET: COPPER-CLAD STEEL ROD
 PP3244_STAMPING: 7903 M 1979
 PP3244_MARK LOGO: MNDT  
 PP3244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3244+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP3244
 PP3244  HISTORY     - Date     Condition        Report By
 PP3244  HISTORY     - 1979     MONUMENTED       MNDT
 PP3244  HISTORY     - 20020921 GOOD             USPSQD
 PP3244
 PP3244                          STATION DESCRIPTION
 PP3244
 PP3244'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3244'2.95 MI SW FROM WABASHA.
 PP3244'THE MARK IS LOCATED 4.4 MILES SOUTH AND WEST ALONG TRUNK HIGHWAY 60
 PP3244'FROM ITS JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA AND IS NEAR TRUNK
 PP3244'HIGHWAY 60 MILE POINT 213.55 IN THE SW 1/4 OF SECTION 12, T110N,
 PP3244'R11W.  THE MARK IS 106 FEET SOUTHEAST OF AND 10 FEET LOWER THAN THE
 PP3244'CENTERLINE OF TRUNK HIGHWAY 60, 23 FEET NORTHEAST OF THE CENTER OF
 PP3244'COUNTY ROAD 81, 27 FEET EAST OF A TRIPLE 24 INCH COTTONWOOD TREE, 8
 PP3244'FEET WEST OF A TWIN 20 INCH COTTONWOOD TREE AND 0.8 FOOT NORTHWEST OF
 PP3244'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 PP3244'MARK DISK STAMPED---7903 M 1979---, IS CRIMPED TO THE TOP OF A DRIVEN
 PP3244'5/8 INCH DIAMETER BY 48 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS
 PP3244'2 INCHES ABOVE GROUND LEVEL.
 PP3244
 PP3244                          STATION RECOVERY (2002)
 PP3244
 PP3244'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3244'REMOVE. . .'8 FT WEST OF A TWIN 20 INCH COTTONWOOD TREE.' THE TREES
 PP3244'HAVE BEEN CUT DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3245 ***********************************************************************
 PP3245  DESIGNATION -  7903 N
 PP3245  PID         -  PP3245
 PP3245  STATE/COUNTY-  MN/WABASHA
 PP3245  USGS QUAD   -  WABASHA SOUTH (1974)
 PP3245
 PP3245                         *CURRENT SURVEY CONTROL
 PP3245  ___________________________________________________________________
 PP3245* NAD 83(1986)-  44 20 54.     (N)    092 06 09.     (W)     SCALED    
 PP3245* NAVD 88     -       218.433  (meters)     716.64   (feet)  ADJUSTED  
 PP3245  ___________________________________________________________________
 PP3245  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 PP3245  DYNAMIC HT  -         218.401 (meters)     716.54  (feet)  COMP
 PP3245  MODELED GRAV-     980,466.9   (mgal)                       NAVD 88
 PP3245
 PP3245  VERT ORDER  -  SECOND    CLASS I
 PP3245
 PP3245.The horizontal coordinates were scaled from a topographic map and have
 PP3245.an estimated accuracy of +/- 6 seconds.
 PP3245
 PP3245.The orthometric height was determined by differential leveling
 PP3245.and adjusted by the National Geodetic Survey in June 1995..
 PP3245
 PP3245.The geoid height was determined by GEOID03.
 PP3245
 PP3245.The dynamic height is computed by dividing the NAVD 88
 PP3245.geopotential number by the normal gravity value computed on the
 PP3245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3245.degrees latitude (g = 980.6199 gals.).
 PP3245
 PP3245.The modeled gravity was interpolated from observed gravity values.
 PP3245
 PP3245;                    North         East    Units  Estimated Accuracy
 PP3245;SPC MN S     -   251,570.      951,270.      MT  (+/- 180 meters Scaled)
 PP3245
 PP3245                          SUPERSEDED SURVEY CONTROL
 PP3245
 PP3245.No superseded survey control is available for this station.
 PP3245
 PP3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK715109(NAD 83)
 PP3245_MARKER: DB = BENCH MARK DISK
 PP3245_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3245_SP_SET: COPPER-CLAD STEEL ROD
 PP3245_STAMPING: 7903 N 1979
 PP3245_MARK LOGO: MNDT  
 PP3245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3245+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP3245
 PP3245  HISTORY     - Date     Condition        Report By
 PP3245  HISTORY     - 1979     MONUMENTED       MNDT
 PP3245  HISTORY     - 20020921 GOOD             USPSQD
 PP3245
 PP3245                          STATION DESCRIPTION
 PP3245
 PP3245'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3245'3.5 MI SW FROM WABASHA.
 PP3245'THE MARK IS LOCATED 5.4 MILES SOUTH AND WEST ALONG TRUNK HIGHWAY 60
 PP3245'FROM ITS JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA OR 0.95 MILES EAST
 PP3245'OF COUNTY ROAD 30 AT DUMFRIES AND IS NEAR TRUNK HIGHWAY 60 MILE POINT
 PP3245'212.7 IN THE NW 1/4 OF SECTION 11, T110N, R11W.  THE MARK IS 129 FEET
 PP3245'NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 60,
 PP3245'28.7 FEET WEST OF A POWER POLE, 16 FEET EAST OF THE CENTER OF A FIELD
 PP3245'ENTRANCE AND 0.6 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 PP3245'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---7903 N 1979---, IS
 PP3245'CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 48 FOOT LONG
 PP3245'COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
 PP3245
 PP3245                          STATION RECOVERY (2002)
 PP3245
 PP3245'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3246 ***********************************************************************
 PP3246  DESIGNATION -  7903 P
 PP3246  PID         -  PP3246
 PP3246  STATE/COUNTY-  MN/WABASHA
 PP3246  USGS QUAD   -  WABASHA SOUTH (1974)
 PP3246
 PP3246                         *CURRENT SURVEY CONTROL
 PP3246  ___________________________________________________________________
 PP3246* NAD 83(1986)-  44 20 49.     (N)    092 06 53.     (W)     SCALED    
 PP3246* NAVD 88     -       224.300  (meters)     735.89   (feet)  ADJUSTED  
 PP3246  ___________________________________________________________________
 PP3246  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 PP3246  DYNAMIC HT  -         224.267 (meters)     735.78  (feet)  COMP
 PP3246  MODELED GRAV-     980,465.1   (mgal)                       NAVD 88
 PP3246
 PP3246  VERT ORDER  -  SECOND    CLASS I
 PP3246
 PP3246.The horizontal coordinates were scaled from a topographic map and have
 PP3246.an estimated accuracy of +/- 6 seconds.
 PP3246
 PP3246.The orthometric height was determined by differential leveling
 PP3246.and adjusted by the National Geodetic Survey in June 1995..
 PP3246
 PP3246.The geoid height was determined by GEOID03.
 PP3246
 PP3246.The dynamic height is computed by dividing the NAVD 88
 PP3246.geopotential number by the normal gravity value computed on the
 PP3246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3246.degrees latitude (g = 980.6199 gals.).
 PP3246
 PP3246.The modeled gravity was interpolated from observed gravity values.
 PP3246
 PP3246;                    North         East    Units  Estimated Accuracy
 PP3246;SPC MN S     -   251,390.      950,300.      MT  (+/- 180 meters Scaled)
 PP3246
 PP3246                          SUPERSEDED SURVEY CONTROL
 PP3246
 PP3246.No superseded survey control is available for this station.
 PP3246
 PP3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK705107(NAD 83)
 PP3246_MARKER: DB = BENCH MARK DISK
 PP3246_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3246_SP_SET: BRIDGE ABUTMENT
 PP3246_STAMPING: 7903 P 1979
 PP3246_MARK LOGO: MNDT  
 PP3246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3246+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP3246
 PP3246  HISTORY     - Date     Condition        Report By
 PP3246  HISTORY     - 1979     MONUMENTED       MNDT
 PP3246  HISTORY     - 20020921 GOOD             USPSQD
 PP3246
 PP3246                          STATION DESCRIPTION
 PP3246
 PP3246'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3246'4.1 MI SW FROM WABASHA.
 PP3246'THE MARK IS LOCATED 6.05 MILES SOUTH AND WEST ALONG TRUNK HIGHWAY 60
 PP3246'FROM ITS JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA OR 0.3 MILE EAST
 PP3246'OF COUNTY ROAD 30 AT DUMFRIES AND IS NEAR TRUNK HIGHWAY 60 MILE POST
 PP3246'212 IN THE NE 1/4 OF SECTION 10, T110N, R11W.  THE MARK IS IN THE
 PP3246'SOUTHEAST END OF THE NORTHEAST ABUTMENT OF BRIDGE NUMBER 5397 AT
 PP3246'TROUT BROOK, 34.9 FEET WEST OF MILE POST 212, 16.5 FEET SOUTHEAST OF
 PP3246'AND 1 FOOT HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 60.  THE MARK,
 PP3246'A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---7903 P 1979---,
 PP3246'IS CEMENTED IN A DRILL HOLE IN THE BRIDGE ABUTMENT.
 PP3246
 PP3246                          STATION RECOVERY (2002)
 PP3246
 PP3246'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3247 ***********************************************************************
 PP3247  DESIGNATION -  7903 Q
 PP3247  PID         -  PP3247
 PP3247  STATE/COUNTY-  MN/WABASHA
 PP3247  USGS QUAD   -  WABASHA SOUTH (1974)
 PP3247
 PP3247                         *CURRENT SURVEY CONTROL
 PP3247  ___________________________________________________________________
 PP3247* NAD 83(1986)-  44 20 42.     (N)    092 07 12.     (W)     SCALED    
 PP3247* NAVD 88     -       240.445  (meters)     788.86   (feet)  ADJUSTED  
 PP3247  ___________________________________________________________________
 PP3247  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 PP3247  DYNAMIC HT  -         240.410 (meters)     788.75  (feet)  COMP
 PP3247  MODELED GRAV-     980,464.7   (mgal)                       NAVD 88
 PP3247
 PP3247  VERT ORDER  -  SECOND    CLASS I
 PP3247
 PP3247.The horizontal coordinates were scaled from a topographic map and have
 PP3247.an estimated accuracy of +/- 6 seconds.
 PP3247
 PP3247.The orthometric height was determined by differential leveling
 PP3247.and adjusted by the National Geodetic Survey in June 1995..
 PP3247
 PP3247.The geoid height was determined by GEOID03.
 PP3247
 PP3247.The dynamic height is computed by dividing the NAVD 88
 PP3247.geopotential number by the normal gravity value computed on the
 PP3247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3247.degrees latitude (g = 980.6199 gals.).
 PP3247
 PP3247.The modeled gravity was interpolated from observed gravity values.
 PP3247
 PP3247;                    North         East    Units  Estimated Accuracy
 PP3247;SPC MN S     -   251,170.      949,890.      MT  (+/- 180 meters Scaled)
 PP3247
 PP3247                          SUPERSEDED SURVEY CONTROL
 PP3247
 PP3247.No superseded survey control is available for this station.
 PP3247
 PP3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK701105(NAD 83)
 PP3247_MARKER: DB = BENCH MARK DISK
 PP3247_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3247_SP_SET: COPPER-CLAD STEEL ROD
 PP3247_STAMPING: 7903 Q 1979
 PP3247_MARK LOGO: MNDT  
 PP3247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3247+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP3247
 PP3247  HISTORY     - Date     Condition        Report By
 PP3247  HISTORY     - 1979     MONUMENTED       MNDT
 PP3247  HISTORY     - 20020921 GOOD             USPSQD
 PP3247
 PP3247                          STATION DESCRIPTION
 PP3247
 PP3247'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3247'4.4 MI WSW FROM WABASHA.
 PP3247'THE MARK IS LOCATED 6.35 MILES SOUTH AND WEST ALONG TRUNK HIGHWAY 60
 PP3247'FROM ITS JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA OR AT COUNTY ROAD
 PP3247'30 IN DUMFRIES AND IS NEAR TRUNK HIGHWAY 60 MILE POINT 211.7 IN THE
 PP3247'NW 1/4 OF SECTION 10, T110N, R11W.  THE MARK IS 200 FEET EAST OF THE
 PP3247'NORTHEAST CORNER OF THE 1-STORY BRICK DUMFRIES FEED STORE, 74.4 FEET
 PP3247'NORTH-NORTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 60, 45.5 FEET
 PP3247'NORTH-NORTHEAST OF THE EAST END OF A 24 INCH CONCRETE CULVERT UNDER
 PP3247'COUNTY ROAD 30, 30.5 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER OF
 PP3247'COUNTY ROAD 30, 2.5 FEET NORTHEAST OF POWER POLE NUMBER 9106DD20L AND
 PP3247'0.6 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3247'VERTICAL CONTROL MARK DISK STAMPED---7903 Q 1979---, IS CRIMPED TO
 PP3247'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 40 FOOT COPPER-CLAD STEEL
 PP3247'ROD THAT IS FLUSH WITH THE GROUND.
 PP3247
 PP3247                          STATION RECOVERY (2002)
 PP3247
 PP3247'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3247'REMOVE. . .'45.5 FT NORTH NE OF THE EAST END OF A 24 INCH CONCRETE
 PP3247'CULVERT.'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3249 ***********************************************************************
 PP3249  DESIGNATION -  7903 R
 PP3249  PID         -  PP3249
 PP3249  STATE/COUNTY-  MN/WABASHA
 PP3249  USGS QUAD   -  THEILMAN (1974)
 PP3249
 PP3249                         *CURRENT SURVEY CONTROL
 PP3249  ___________________________________________________________________
 PP3249* NAD 83(1986)-  44 20 41.     (N)    092 09 19.     (W)     SCALED    
 PP3249* NAVD 88     -       245.473  (meters)     805.36   (feet)  ADJUSTED  
 PP3249  ___________________________________________________________________
 PP3249  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 PP3249  DYNAMIC HT  -         245.436 (meters)     805.23  (feet)  COMP
 PP3249  MODELED GRAV-     980,462.0   (mgal)                       NAVD 88
 PP3249
 PP3249  VERT ORDER  -  SECOND    CLASS I
 PP3249
 PP3249.The horizontal coordinates were scaled from a topographic map and have
 PP3249.an estimated accuracy of +/- 6 seconds.
 PP3249
 PP3249.The orthometric height was determined by differential leveling
 PP3249.and adjusted by the National Geodetic Survey in June 1995..
 PP3249
 PP3249.The geoid height was determined by GEOID03.
 PP3249
 PP3249.The dynamic height is computed by dividing the NAVD 88
 PP3249.geopotential number by the normal gravity value computed on the
 PP3249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3249.degrees latitude (g = 980.6199 gals.).
 PP3249
 PP3249.The modeled gravity was interpolated from observed gravity values.
 PP3249
 PP3249;                    North         East    Units  Estimated Accuracy
 PP3249;SPC MN S     -   251,070.      947,080.      MT  (+/- 180 meters Scaled)
 PP3249
 PP3249                          SUPERSEDED SURVEY CONTROL
 PP3249
 PP3249.No superseded survey control is available for this station.
 PP3249
 PP3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK673105(NAD 83)
 PP3249_MARKER: DB = BENCH MARK DISK
 PP3249_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3249_SP_SET: COPPER-CLAD STEEL ROD
 PP3249_STAMPING: 7903 R 1979
 PP3249_MARK LOGO: MNDT  
 PP3249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3249+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP3249
 PP3249  HISTORY     - Date     Condition        Report By
 PP3249  HISTORY     - 1979     MONUMENTED       MNDT
 PP3249  HISTORY     - 20020921 GOOD             USPSQD
 PP3249
 PP3249                          STATION DESCRIPTION
 PP3249
 PP3249'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3249'6.1 MI WSW FROM WABASHA.
 PP3249'THE MARK IS LOCATED 8.1 MILES SOUTH AND WEST ALONG TRUNK HIGHWAY 60
 PP3249'FROM ITS JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA OR 1.75 MILES WEST
 PP3249'OF COUNTY ROAD 30 AT DUMFRIES AND IS NEAR TRUNK HIGHWAY 60 MILE POINT
 PP3249'209.05 IN THE SE 1/4 OF SECTION 8, T110N, R11W.  THE MARK IS 170 FEET
 PP3249'NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 60, 119 FEET NORTH OF BURIED
 PP3249'TELEPHONE CABLE MARKER POST NUMBER A 301, 85.5 FEET SOUTHEAST OF A 48
 PP3249'INCH OAK TREE, 25 FEET SOUTHEAST OF THE CENTER OF COUNTY ROAD 32,
 PP3249'13.3 EAST OF THE SOUTHEAST END OF AN 18 INCH METAL CULVERT UNDER THE
 PP3249'FIELD ENTRANCE, 2.5 FEET NORTH OF A WOOD CORNER FENCE POST AND 0.8
 PP3249'FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD VERTICAL
 PP3249'CONTROL MARK DISK STAMPED---7903 R 1979---, IS CRIMPED TO THE TOP OF
 PP3249'A DRIVEN 5/8 INCH DIAMETER BY 40 FOOT LONG COPPER-CLAD STEEL ROD THAT
 PP3249'IS FLUSH WITH THE GROUND.
 PP3249
 PP3249                          STATION RECOVERY (2002)
 PP3249
 PP3249'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3249'REMOVE. . .'13.3 FT EAST OF OF THE SE END OF AN 18 INCH METAL CULVERT
 PP3249'UNDER THE FIELD ENTRANCE.' CULVERT HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3250 ***********************************************************************
 PP3250  DESIGNATION -  7903 S
 PP3250  PID         -  PP3250
 PP3250  STATE/COUNTY-  MN/WABASHA
 PP3250  USGS QUAD   -  THEILMAN (1974)
 PP3250
 PP3250                         *CURRENT SURVEY CONTROL
 PP3250  ___________________________________________________________________
 PP3250* NAD 83(1986)-  44 20 37.     (N)    092 09 40.     (W)     SCALED    
 PP3250* NAVD 88     -       250.596  (meters)     822.16   (feet)  ADJUSTED  
 PP3250  ___________________________________________________________________
 PP3250  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 PP3250  DYNAMIC HT  -         250.558 (meters)     822.04  (feet)  COMP
 PP3250  MODELED GRAV-     980,462.2   (mgal)                       NAVD 88
 PP3250
 PP3250  VERT ORDER  -  SECOND    CLASS I
 PP3250
 PP3250.The horizontal coordinates were scaled from a topographic map and have
 PP3250.an estimated accuracy of +/- 6 seconds.
 PP3250
 PP3250.The orthometric height was determined by differential leveling
 PP3250.and adjusted by the National Geodetic Survey in June 1995..
 PP3250
 PP3250.The geoid height was determined by GEOID03.
 PP3250
 PP3250.The dynamic height is computed by dividing the NAVD 88
 PP3250.geopotential number by the normal gravity value computed on the
 PP3250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3250.degrees latitude (g = 980.6199 gals.).
 PP3250
 PP3250.The modeled gravity was interpolated from observed gravity values.
 PP3250
 PP3250;                    North         East    Units  Estimated Accuracy
 PP3250;SPC MN S     -   250,940.      946,610.      MT  (+/- 180 meters Scaled)
 PP3250
 PP3250                          SUPERSEDED SURVEY CONTROL
 PP3250
 PP3250.No superseded survey control is available for this station.
 PP3250
 PP3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK668103(NAD 83)
 PP3250_MARKER: DB = BENCH MARK DISK
 PP3250_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3250_SP_SET: HEADWALL OF BOX CULVERT
 PP3250_STAMPING: 7903 S 1979
 PP3250_MARK LOGO: MNDT  
 PP3250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3250+STABILITY: SURFACE MOTION
 PP3250
 PP3250  HISTORY     - Date     Condition        Report By
 PP3250  HISTORY     - 1979     MONUMENTED       MNDT
 PP3250  HISTORY     - 20020921 MARK NOT FOUND   USPSQD
 PP3250
 PP3250                          STATION DESCRIPTION
 PP3250
 PP3250'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3250'6.5 MI WSW FROM WABASHA.
 PP3250'THE MARK IS LOCATED 8.4 MILES SOUTH AND WEST ALONG TRUNK HIGHWAY 60
 PP3250'FROM ITS JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA AND IS NEAR TRUNK
 PP3250'HIGHWAY 60 MILE POINT 209.65 IN THE SW 1/4 OF SECTION 8, T110N, R11W.
 PP3250'THE MARK IS 1 FOOT WEST OF THE EAST END OF THE SOUTH HEADWALL OF 6
 PP3250'FOOT WIDE BY 10 FOOT DEEP BOX CULVERT UNDER THE HIGHWAY, 13 FEET
 PP3250'SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 60.
 PP3250'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---7903 S
 PP3250'1979---, IS CEMENTED IN A DRILL HOLE IN THE HEADWALL.
 PP3250
 PP3250                          STATION RECOVERY (2002)
 PP3250
 PP3250'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3251 ***********************************************************************
 PP3251  DESIGNATION -  7903 T
 PP3251  PID         -  PP3251
 PP3251  STATE/COUNTY-  MN/WABASHA
 PP3251  USGS QUAD   -  THEILMAN (1974)
 PP3251
 PP3251                         *CURRENT SURVEY CONTROL
 PP3251  ___________________________________________________________________
 PP3251* NAD 83(1986)-  44 20 26.     (N)    092 10 12.     (W)     SCALED    
 PP3251* NAVD 88     -       249.329  (meters)     818.01   (feet)  ADJUSTED  
 PP3251  ___________________________________________________________________
 PP3251  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 PP3251  DYNAMIC HT  -         249.292 (meters)     817.89  (feet)  COMP
 PP3251  MODELED GRAV-     980,463.0   (mgal)                       NAVD 88
 PP3251
 PP3251  VERT ORDER  -  SECOND    CLASS I
 PP3251
 PP3251.The horizontal coordinates were scaled from a topographic map and have
 PP3251.an estimated accuracy of +/- 6 seconds.
 PP3251
 PP3251.The orthometric height was determined by differential leveling
 PP3251.and adjusted by the National Geodetic Survey in June 1995..
 PP3251
 PP3251.The geoid height was determined by GEOID03.
 PP3251
 PP3251.The dynamic height is computed by dividing the NAVD 88
 PP3251.geopotential number by the normal gravity value computed on the
 PP3251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3251.degrees latitude (g = 980.6199 gals.).
 PP3251
 PP3251.The modeled gravity was interpolated from observed gravity values.
 PP3251
 PP3251;                    North         East    Units  Estimated Accuracy
 PP3251;SPC MN S     -   250,580.      945,910.      MT  (+/- 180 meters Scaled)
 PP3251
 PP3251                          SUPERSEDED SURVEY CONTROL
 PP3251
 PP3251.No superseded survey control is available for this station.
 PP3251
 PP3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK661100(NAD 83)
 PP3251_MARKER: DB = BENCH MARK DISK
 PP3251_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3251_SP_SET: COPPER-CLAD STEEL ROD
 PP3251_STAMPING: 7903 T 1979
 PP3251_MARK LOGO: MNDT  
 PP3251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3251
 PP3251  HISTORY     - Date     Condition        Report By
 PP3251  HISTORY     - 1979     MONUMENTED       MNDT
 PP3251  HISTORY     - 20020921 GOOD             USPSQD
 PP3251
 PP3251                          STATION DESCRIPTION
 PP3251
 PP3251'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3251'6.9 MI WSW FROM WABASHA.
 PP3251'THE MARK IS LOCATED 8.9 MILES SOUTH AND WEST ALONG TRUNK HIGHWAY 60
 PP3251'FROM ITS JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA AND IS NEAR TRUNK
 PP3251'HIGHWAY 60 MILE POINT 209.15 IN THE SE 1/4 OF SECTION 7, T110N, R11W.
 PP3251'THE MARK IS 144 FEET SOUTHEAST OF AND ABOUT 5 FEET LOWER THAN THE
 PP3251'CENTERLINE OF TRUNK HIGHWAY 60, 135 FEET SOUTHEAST OF THE SOUTHWEST
 PP3251'CORNER OF A WOODEN BRIDGE ON TRUNK HIGHWAY 60 OVER A CREEK, 115 FEET
 PP3251'WEST OF THE SOUTHWEST CORNER OF A GREEN 1-STORY HOUSE, 23.5 FEET
 PP3251'SOUTHEAST OF THE CENTER OF THE FRONTAGE ROAD, 23 FEET WEST-NORTHWEST
 PP3251'OF A 24 INCH WILLOW TREE AND 1 FOOT NORTHWEST OF A STEEL WITNESS
 PP3251'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3251'STAMPED---7903 T 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 PP3251'DIAMETER BY 40 FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE
 PP3251'GROUND.
 PP3251
 PP3251                          STATION RECOVERY (2002)
 PP3251
 PP3251'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3251'GREEN HOUSE IS NOW GRAY. FRONTAGE ROAD IS NOW A PRIVATE DRIVEWAY TO
 PP3251'RESIDENCE. REVISE AS FOLLOWS. '23.5 FEET SE OF CENTER OF THE PRIVATE
 PP3251'DRIVEWAY, 1 FOOT NW OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3252 ***********************************************************************
 PP3252  DESIGNATION -  7903 U
 PP3252  PID         -  PP3252
 PP3252  STATE/COUNTY-  MN/WABASHA
 PP3252  USGS QUAD   -  THEILMAN (1974)
 PP3252
 PP3252                         *CURRENT SURVEY CONTROL
 PP3252  ___________________________________________________________________
 PP3252* NAD 83(1986)-  44 20 18.     (N)    092 10 42.     (W)     SCALED    
 PP3252* NAVD 88     -       263.139  (meters)     863.32   (feet)  ADJUSTED  
 PP3252  ___________________________________________________________________
 PP3252  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 PP3252  DYNAMIC HT  -         263.100 (meters)     863.19  (feet)  COMP
 PP3252  MODELED GRAV-     980,463.6   (mgal)                       NAVD 88
 PP3252
 PP3252  VERT ORDER  -  SECOND    CLASS I
 PP3252
 PP3252.The horizontal coordinates were scaled from a topographic map and have
 PP3252.an estimated accuracy of +/- 6 seconds.
 PP3252
 PP3252.The orthometric height was determined by differential leveling
 PP3252.and adjusted by the National Geodetic Survey in June 1995..
 PP3252
 PP3252.The geoid height was determined by GEOID03.
 PP3252
 PP3252.The dynamic height is computed by dividing the NAVD 88
 PP3252.geopotential number by the normal gravity value computed on the
 PP3252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3252.degrees latitude (g = 980.6199 gals.).
 PP3252
 PP3252.The modeled gravity was interpolated from observed gravity values.
 PP3252
 PP3252;                    North         East    Units  Estimated Accuracy
 PP3252;SPC MN S     -   250,320.      945,250.      MT  (+/- 180 meters Scaled)
 PP3252
 PP3252                          SUPERSEDED SURVEY CONTROL
 PP3252
 PP3252.No superseded survey control is available for this station.
 PP3252
 PP3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK655097(NAD 83)
 PP3252_MARKER: DB = BENCH MARK DISK
 PP3252_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3252_SP_SET: HEADWALL OF BOX CULVERT
 PP3252_STAMPING: 7903 U 1979
 PP3252_MARK LOGO: MNDT  
 PP3252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3252+STABILITY: SURFACE MOTION
 PP3252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3252+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP3252
 PP3252  HISTORY     - Date     Condition        Report By
 PP3252  HISTORY     - 1979     MONUMENTED       MNDT
 PP3252  HISTORY     - 20020921 GOOD             USPSQD
 PP3252
 PP3252                          STATION DESCRIPTION
 PP3252
 PP3252'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3252'7.4 MI WSW FROM WABASHA.
 PP3252'THE MARK IS LOCATED 9.3 MILES SOUTH AND WEST ALONG TRUNK HIGHWAY 60
 PP3252'FROM ITS JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA AND IS NEAR TRUNK
 PP3252'HIGHWAY 60 MILE POINT 208.75 IN THE SE 1/4 OF SECTION 7, T110N, R11W.
 PP3252'THE MARK IS 21 FEET SOUTHEAST OF AND 1 FOOT LOWER THAN THE CENTERLINE
 PP3252'OF TRUNK HIGHWAY 60 IN THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF
 PP3252'AN 8 FOOT SQUARE BOX CULVERT UNDER THE HIGHWAY.  THE MARK, A STANDARD
 PP3252'MNDT VERTICAL CONTROL MARK DISK STAMPED---7903 U 1979---, IS CEMENTED
 PP3252'IN A DRILL HOLE IN THE HEADWALL.
 PP3252
 PP3252                          STATION RECOVERY (2002)
 PP3252
 PP3252'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3253 ***********************************************************************
 PP3253  DESIGNATION -  7903 V
 PP3253  PID         -  PP3253
 PP3253  STATE/COUNTY-  MN/WABASHA
 PP3253  USGS QUAD   -  THEILMAN (1974)
 PP3253
 PP3253                         *CURRENT SURVEY CONTROL
 PP3253  ___________________________________________________________________
 PP3253* NAD 83(1986)-  44 20 00.     (N)    092 11 11.     (W)     SCALED    
 PP3253* NAVD 88     -       317.864  (meters)    1042.86   (feet)  ADJUSTED  
 PP3253  ___________________________________________________________________
 PP3253  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 PP3253  DYNAMIC HT  -         317.818 (meters)    1042.71  (feet)  COMP
 PP3253  MODELED GRAV-     980,465.0   (mgal)                       NAVD 88
 PP3253
 PP3253  VERT ORDER  -  SECOND    CLASS I
 PP3253
 PP3253.The horizontal coordinates were scaled from a topographic map and have
 PP3253.an estimated accuracy of +/- 6 seconds.
 PP3253
 PP3253.The orthometric height was determined by differential leveling
 PP3253.and adjusted by the National Geodetic Survey in June 1995..
 PP3253
 PP3253.The geoid height was determined by GEOID03.
 PP3253
 PP3253.The dynamic height is computed by dividing the NAVD 88
 PP3253.geopotential number by the normal gravity value computed on the
 PP3253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3253.degrees latitude (g = 980.6199 gals.).
 PP3253
 PP3253.The modeled gravity was interpolated from observed gravity values.
 PP3253
 PP3253;                    North         East    Units  Estimated Accuracy
 PP3253;SPC MN S     -   249,750.      944,620.      MT  (+/- 180 meters Scaled)
 PP3253
 PP3253                          SUPERSEDED SURVEY CONTROL
 PP3253
 PP3253.No superseded survey control is available for this station.
 PP3253
 PP3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK648092(NAD 83)
 PP3253_MARKER: DB = BENCH MARK DISK
 PP3253_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3253_SP_SET: HEADWALL OF BOX CULVERT
 PP3253_STAMPING: 7903 V 1979
 PP3253_MARK LOGO: MNDT  
 PP3253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3253+STABILITY: SURFACE MOTION
 PP3253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3253+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002
 PP3253
 PP3253  HISTORY     - Date     Condition        Report By
 PP3253  HISTORY     - 1979     MONUMENTED       MNDT
 PP3253  HISTORY     - 20020921 GOOD             USPSQD
 PP3253
 PP3253                          STATION DESCRIPTION
 PP3253
 PP3253'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3253'7.8 MI WSW FROM WABASHA.
 PP3253'THE MARK IS LOCATED 9.9 MILES SOUTH AND WEST ALONG TRUNK HIGHWAY 60
 PP3253'FROM ITS JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA AND IS NEAR TRUNK
 PP3253'HIGHWAY 60 MILE POINT 208.1 IN THE NW 1/4 OF SECTION 18, T110N, R11W.
 PP3253'THE MARK IS 51.7 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE
 PP3253'CENTERLINE OF TRUNK HIGHWAY 60 IN THE SOUTHEAST CORNER OF THE
 PP3253'HEADWALL OF A 6 FOOT BY 10 FOOT BOX CULVERT UNDER THE DRIVEWAY.  THE
 PP3253'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---7903 V
 PP3253'1979---, IS CEMENTED IN A DRILL HOLE IN THE HEADWALL.
 PP3253
 PP3253                          STATION RECOVERY (2002)
 PP3253
 PP3253'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3256 ***********************************************************************
 PP3256  DESIGNATION -  7903 W
 PP3256  PID         -  PP3256
 PP3256  STATE/COUNTY-  MN/WABASHA
 PP3256  USGS QUAD   -  THEILMAN (1974)
 PP3256
 PP3256                         *CURRENT SURVEY CONTROL
 PP3256  ___________________________________________________________________
 PP3256* NAD 83(1986)-  44 19 52.     (N)    092 13 10.     (W)     SCALED    
 PP3256* NAVD 88     -       326.594  (meters)    1071.50   (feet)  ADJUSTED  
 PP3256  ___________________________________________________________________
 PP3256  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 PP3256  DYNAMIC HT  -         326.547 (meters)    1071.35  (feet)  COMP
 PP3256  MODELED GRAV-     980,464.0   (mgal)                       NAVD 88
 PP3256
 PP3256  VERT ORDER  -  SECOND    CLASS I
 PP3256
 PP3256.The horizontal coordinates were scaled from a topographic map and have
 PP3256.an estimated accuracy of +/- 6 seconds.
 PP3256
 PP3256.The orthometric height was determined by differential leveling
 PP3256.and adjusted by the National Geodetic Survey in June 1995..
 PP3256
 PP3256.The geoid height was determined by GEOID03.
 PP3256
 PP3256.The dynamic height is computed by dividing the NAVD 88
 PP3256.geopotential number by the normal gravity value computed on the
 PP3256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3256.degrees latitude (g = 980.6199 gals.).
 PP3256
 PP3256.The modeled gravity was interpolated from observed gravity values.
 PP3256
 PP3256;                    North         East    Units  Estimated Accuracy
 PP3256;SPC MN S     -   249,450.      941,990.      MT  (+/- 180 meters Scaled)
 PP3256
 PP3256                          SUPERSEDED SURVEY CONTROL
 PP3256
 PP3256.No superseded survey control is available for this station.
 PP3256
 PP3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK622089(NAD 83)
 PP3256_MARKER: DB = BENCH MARK DISK
 PP3256_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3256_SP_SET: HEADWALL OF BOX CULVERT
 PP3256_STAMPING: 7903 W 1979
 PP3256_MARK LOGO: MNDT  
 PP3256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3256+STABILITY: SURFACE MOTION
 PP3256
 PP3256  HISTORY     - Date     Condition        Report By
 PP3256  HISTORY     - 1979     MONUMENTED       MNDT
 PP3256  HISTORY     - 20020921 MARK NOT FOUND   USPSQD
 PP3256
 PP3256                          STATION DESCRIPTION
 PP3256
 PP3256'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3256'9.4 MI WSW FROM WABASHA.
 PP3256'THE MARK IS LOCATED 11.65 MILES SOUTH AND WEST ALONG TRUNK HIGHWAY 60
 PP3256'FROM ITS JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA OR 0.4 MILE WEST
 PP3256'OF COUNTY ROAD 4 AND IS NEAR TRUNK HIGHWAY 60 MILE POINT 206.3 IN THE
 PP3256'SE 1/4 OF SECTION 14, T110N, R12W.  THE MARK IS 19.5 FEET SOUTH OF
 PP3256'AND 3 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 60 IN THE
 PP3256'SOUTHEAST CORNER OF THE HEADWALL OF A 7 FOOT BY 11 FOOT BOX CULVERT
 PP3256'UNDER THE HIGHWAY AT A DRAINAGE DITCH.  THE MARK, A STANDARD MNDT
 PP3256'VERTICAL CONTROL MARK DISK STAMPED---7903 W 1979---, IS CEMENTED IN A
 PP3256'DRILL HOLE IN THE HEADWALL.
 PP3256
 PP3256                          STATION RECOVERY (2002)
 PP3256
 PP3256'RECOVERY NOTE BY US POWER SQUADRON 2002 (DGP)
 PP3256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3260 ***********************************************************************
 PP3260  DESIGNATION -  7903 X
 PP3260  PID         -  PP3260
 PP3260  STATE/COUNTY-  MN/WABASHA
 PP3260  USGS QUAD   -  THEILMAN (1974)
 PP3260
 PP3260                         *CURRENT SURVEY CONTROL
 PP3260  ___________________________________________________________________
 PP3260* NAD 83(1986)-  44 19 45.     (N)    092 13 57.     (W)     SCALED    
 PP3260* NAVD 88     -       303.348  (meters)     995.23   (feet)  ADJUSTED  
 PP3260  ___________________________________________________________________
 PP3260  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 PP3260  DYNAMIC HT  -         303.303 (meters)     995.09  (feet)  COMP
 PP3260  MODELED GRAV-     980,463.6   (mgal)                       NAVD 88
 PP3260
 PP3260  VERT ORDER  -  SECOND    CLASS I
 PP3260
 PP3260.The horizontal coordinates were scaled from a topographic map and have
 PP3260.an estimated accuracy of +/- 6 seconds.
 PP3260
 PP3260.The orthometric height was determined by differential leveling
 PP3260.and adjusted by the National Geodetic Survey in June 1995..
 PP3260
 PP3260.The geoid height was determined by GEOID03.
 PP3260
 PP3260.The dynamic height is computed by dividing the NAVD 88
 PP3260.geopotential number by the normal gravity value computed on the
 PP3260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3260.degrees latitude (g = 980.6199 gals.).
 PP3260
 PP3260.The modeled gravity was interpolated from observed gravity values.
 PP3260
 PP3260;                    North         East    Units  Estimated Accuracy
 PP3260;SPC MN S     -   249,210.      940,960.      MT  (+/- 180 meters Scaled)
 PP3260
 PP3260                          SUPERSEDED SURVEY CONTROL
 PP3260
 PP3260.No superseded survey control is available for this station.
 PP3260
 PP3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK611087(NAD 83)
 PP3260_MARKER: DB = BENCH MARK DISK
 PP3260_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3260_SP_SET: HEADWALL OF BOX CULVERT
 PP3260_STAMPING: 7903 X 1979
 PP3260_MARK LOGO: MNDT  
 PP3260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3260+STABILITY: SURFACE MOTION
 PP3260
 PP3260  HISTORY     - Date     Condition        Report By
 PP3260  HISTORY     - 1979     MONUMENTED       MNDT
 PP3260
 PP3260                          STATION DESCRIPTION
 PP3260
 PP3260'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3260'10.1 MI WSW FROM WABASHA.
 PP3260'THE MARK IS LOCATED 12.35 MILES SOUTH AND WEST ALONG TRUNK HIGHWAY 60
 PP3260'FROM ITS JUNCTION WITH TRUNK HIGHWAY 61 AT WABASHA AND IS NEAR TRUNK
 PP3260'HIGHWAY 205.6 IN THE SE 1/4 OF SECTION 15, T110N, T12N.  THE MARK IS
 PP3260'16.5 FEET SOUTHEAST OF AND ABOUT 1 FOOT LOWER THAN THE CENTERLINE OF
 PP3260'TRUNK HIGHWAY 60 IN THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF AN
 PP3260'8 FOOT BY 12 FOOT BOX CULVERT.  THE MARK, A STANDARD MNDT VERTICAL
 PP3260'CONTROL MARK DISK STAMPED---7903 X 1979---, IS CEMENTED IN A DRILL
 PP3260'HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3261 ***********************************************************************
 PP3261  DESIGNATION -  7903 Y
 PP3261  PID         -  PP3261
 PP3261  STATE/COUNTY-  MN/WABASHA
 PP3261  USGS QUAD   -  THEILMAN (1974)
 PP3261
 PP3261                         *CURRENT SURVEY CONTROL
 PP3261  ___________________________________________________________________
 PP3261* NAD 83(1986)-  44 19 43.     (N)    092 14 27.     (W)     SCALED    
 PP3261* NAVD 88     -       280.773  (meters)     921.17   (feet)  ADJUSTED  
 PP3261  ___________________________________________________________________
 PP3261  GEOID HEIGHT-         -30.12  (meters)                     GEOID03
 PP3261  DYNAMIC HT  -         280.731 (meters)     921.03  (feet)  COMP
 PP3261  MODELED GRAV-     980,463.3   (mgal)                       NAVD 88
 PP3261
 PP3261  VERT ORDER  -  SECOND    CLASS I
 PP3261
 PP3261.The horizontal coordinates were scaled from a topographic map and have
 PP3261.an estimated accuracy of +/- 6 seconds.
 PP3261
 PP3261.The orthometric height was determined by differential leveling
 PP3261.and adjusted by the National Geodetic Survey in June 1995..
 PP3261
 PP3261.The geoid height was determined by GEOID03.
 PP3261
 PP3261.The dynamic height is computed by dividing the NAVD 88
 PP3261.geopotential number by the normal gravity value computed on the
 PP3261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3261.degrees latitude (g = 980.6199 gals.).
 PP3261
 PP3261.The modeled gravity was interpolated from observed gravity values.
 PP3261
 PP3261;                    North         East    Units  Estimated Accuracy
 PP3261;SPC MN S     -   249,130.      940,290.      MT  (+/- 180 meters Scaled)
 PP3261
 PP3261                          SUPERSEDED SURVEY CONTROL
 PP3261
 PP3261.No superseded survey control is available for this station.
 PP3261
 PP3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK605086(NAD 83)
 PP3261_MARKER: DB = BENCH MARK DISK
 PP3261_SETTING: 66 = SET IN ROCK OUTCROP
 PP3261_SP_SET: ROCK LEDGE
 PP3261_STAMPING: 7903 Y 1979
 PP3261_MARK LOGO: MNDT  
 PP3261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PP3261+STABILITY: POSITION/ELEVATION WELL
 PP3261
 PP3261  HISTORY     - Date     Condition        Report By
 PP3261  HISTORY     - 1979     MONUMENTED       MNDT
 PP3261
 PP3261                          STATION DESCRIPTION
 PP3261
 PP3261'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3261'9.5 MI ENE FROM ZUMBRO FALLS.
 PP3261'THE MARK IS LOCATED 11 MILES EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3261'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3261'HIGHWAY 60 MILE POINT 205.2 IN THE SE 1/4 OF SECTION 15, T110N, R12W.
 PP3261'THE MARK IS 94.4 FEET WEST-NORTHWEST OF A TRUNK HIGHWAY 60 35 MILE AN
 PP3261'HOUR CURVE SIGN POST, 64.5 FEET NORTH OF AND ABOUT 2 FEET LOWER THAN
 PP3261'THE CENTERLINE OF TRUNK HIGHWAY 60 IN EXPOSED LEDGE ROCK IN A 100
 PP3261'FOOT BY 200 FOOT ROCK QUARRY AND 0.8 FOOT SOUTH OF A STEEL WITNESS
 PP3261'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3261'STAMPED---7903 Y 1979---, IS CEMENTED IN A DRILL HOLE IN THE LEDGE
 PP3261'ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3262 ***********************************************************************
 PP3262  DESIGNATION -  7903 Z
 PP3262  PID         -  PP3262
 PP3262  STATE/COUNTY-  MN/WABASHA
 PP3262  USGS QUAD   -  WEST ALBANY (1974)
 PP3262
 PP3262                         *CURRENT SURVEY CONTROL
 PP3262  ___________________________________________________________________
 PP3262* NAD 83(1986)-  44 19 25.     (N)    092 15 04.     (W)     SCALED    
 PP3262* NAVD 88     -       257.524  (meters)     844.89   (feet)  ADJUSTED  
 PP3262  ___________________________________________________________________
 PP3262  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 PP3262  DYNAMIC HT  -         257.486 (meters)     844.77  (feet)  COMP
 PP3262  MODELED GRAV-     980,463.6   (mgal)                       NAVD 88
 PP3262
 PP3262  VERT ORDER  -  SECOND    CLASS I
 PP3262
 PP3262.The horizontal coordinates were scaled from a topographic map and have
 PP3262.an estimated accuracy of +/- 6 seconds.
 PP3262
 PP3262.The orthometric height was determined by differential leveling
 PP3262.and adjusted by the National Geodetic Survey in June 1995..
 PP3262
 PP3262.The geoid height was determined by GEOID03.
 PP3262
 PP3262.The dynamic height is computed by dividing the NAVD 88
 PP3262.geopotential number by the normal gravity value computed on the
 PP3262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3262.degrees latitude (g = 980.6199 gals.).
 PP3262
 PP3262.The modeled gravity was interpolated from observed gravity values.
 PP3262
 PP3262;                    North         East    Units  Estimated Accuracy
 PP3262;SPC MN S     -   248,560.      939,490.      MT  (+/- 180 meters Scaled)
 PP3262
 PP3262                          SUPERSEDED SURVEY CONTROL
 PP3262
 PP3262.No superseded survey control is available for this station.
 PP3262
 PP3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK597080(NAD 83)
 PP3262_MARKER: DB = BENCH MARK DISK
 PP3262_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3262_SP_SET: COPPER-CLAD STEEL ROD
 PP3262_STAMPING: 7903 Z 1979
 PP3262_MARK LOGO: MNDT  
 PP3262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3262
 PP3262  HISTORY     - Date     Condition        Report By
 PP3262  HISTORY     - 1979     MONUMENTED       MNDT
 PP3262
 PP3262                          STATION DESCRIPTION
 PP3262
 PP3262'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3262'8.9 MI ENE FROM ZUMBRO FALLS.
 PP3262'THE MARK IS LOCATED 10.35 MILES EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3262'JUNCTION WITH TRUNK HIGHWAY 63 AT ZUMBRO FALLS AND IS NEAR TRUNK
 PP3262'HIGHWAY 60 MILE POINT 204.5 IN THE NE 1/4 OF SECTION 21, T110N, R12W.
 PP3262'THE MARK IS 39 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE
 PP3262'OF TRUNK HIGHWAY 60, 15 FEET NORTHEAST OF THE CENTER OF THE FIELD
 PP3262'ENTRANCE, 11 FEET NORTH OF THE NORTHEAST END OF AN 18 INCH METAL
 PP3262'CULVERT UNDER THE FIELD ENTRANCE AND 0.8 FEET SOUTHEAST OF A STEEL
 PP3262'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3262'STAMPED---7903 Z 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 PP3262'DIAMETER BY 32 FOOT LONG COPPER-CLAD STEEL ROD THAT IS ABOUT 4 INCHES
 PP3262'BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8374 ***********************************************************************
 DG8374  DESIGNATION -  7904 F 1
 DG8374  PID         -  DG8374
 DG8374  STATE/COUNTY-  MN/WABASHA
 DG8374  USGS QUAD   -  WEAVER (1972)
 DG8374
 DG8374                         *CURRENT SURVEY CONTROL
 DG8374  ___________________________________________________________________
 DG8374* NAD 83(1986)-  44 13 04.     (N)    091 55 45.     (W)     SCALED    
 DG8374* NAVD 88     -       207.540  (meters)     680.90   (feet)  ADJUSTED  
 DG8374  ___________________________________________________________________
 DG8374  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DG8374  DYNAMIC HT  -         207.515 (meters)     680.82  (feet)  COMP
 DG8374  MODELED GRAV-     980,492.4   (mgal)                       NAVD 88
 DG8374
 DG8374  VERT ORDER  -  SECOND    CLASS I
 DG8374
 DG8374.The horizontal coordinates were scaled from a topographic map and have
 DG8374.an estimated accuracy of +/- 6 seconds.
 DG8374
 DG8374.The orthometric height was determined by differential leveling
 DG8374.and adjusted by the National Geodetic Survey in February 2005..
 DG8374
 DG8374.The geoid height was determined by GEOID03.
 DG8374
 DG8374.The dynamic height is computed by dividing the NAVD 88
 DG8374.geopotential number by the normal gravity value computed on the
 DG8374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8374.degrees latitude (g = 980.6199 gals.).
 DG8374
 DG8374.The modeled gravity was interpolated from observed gravity values.
 DG8374
 DG8374;                    North         East    Units  Estimated Accuracy
 DG8374;SPC MN S     -   237,410.      965,460.      MT  (+/- 180 meters Scaled)
 DG8374
 DG8374                          SUPERSEDED SURVEY CONTROL
 DG8374
 DG8374.No superseded survey control is available for this station.
 DG8374
 DG8374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ855966(NAD 83)
 DG8374_MARKER: DV = VERTICAL CONTROL DISK
 DG8374_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG8374_STAMPING: 7904 F 1 1975
 DG8374_MARK LOGO: MNHD  
 DG8374_MAGNETIC: I = MARKER IS A STEEL ROD
 DG8374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8374+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1999
 DG8374
 DG8374  HISTORY     - Date     Condition        Report By
 DG8374  HISTORY     - 1975     MONUMENTED       MNHD
 DG8374  HISTORY     - 19990727 GOOD             MNDT
 DG8374
 DG8374                          STATION DESCRIPTION
 DG8374
 DG8374'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DG8374'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.2 MI (0.3 KM)
 DG8374'NORTH OF JCT OF TH 61 AND TH 61 AND TH 74 IN WEAVER, 38.1 FT (11.6 M)
 DG8374'SSE OF TH 61 MILEPOST 47, 43 FT (13.1 M) NE OF NB TH 61, AT TH 61 STA
 DG8374'668+14, 1 FT (0.3 M) WSW OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8373 ***********************************************************************
 DG8373  DESIGNATION -  7904 G
 DG8373  PID         -  DG8373
 DG8373  STATE/COUNTY-  MN/WABASHA
 DG8373  USGS QUAD   -  WEAVER (1972)
 DG8373
 DG8373                         *CURRENT SURVEY CONTROL
 DG8373  ___________________________________________________________________
 DG8373* NAD 83(1986)-  44 13 25.     (N)    091 56 21.     (W)     SCALED    
 DG8373* NAVD 88     -       205.695  (meters)     674.85   (feet)  ADJUSTED  
 DG8373  ___________________________________________________________________
 DG8373  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DG8373  DYNAMIC HT  -         205.670 (meters)     674.77  (feet)  COMP
 DG8373  MODELED GRAV-     980,491.7   (mgal)                       NAVD 88
 DG8373
 DG8373  VERT ORDER  -  SECOND    CLASS I
 DG8373
 DG8373.The horizontal coordinates were scaled from a topographic map and have
 DG8373.an estimated accuracy of +/- 6 seconds.
 DG8373
 DG8373.The orthometric height was determined by differential leveling
 DG8373.and adjusted by the National Geodetic Survey in February 2005..
 DG8373
 DG8373.The geoid height was determined by GEOID03.
 DG8373
 DG8373.The dynamic height is computed by dividing the NAVD 88
 DG8373.geopotential number by the normal gravity value computed on the
 DG8373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8373.degrees latitude (g = 980.6199 gals.).
 DG8373
 DG8373.The modeled gravity was interpolated from observed gravity values.
 DG8373
 DG8373;                    North         East    Units  Estimated Accuracy
 DG8373;SPC MN S     -   238,030.      964,640.      MT  (+/- 180 meters Scaled)
 DG8373
 DG8373                          SUPERSEDED SURVEY CONTROL
 DG8373
 DG8373.No superseded survey control is available for this station.
 DG8373
 DG8373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ847972(NAD 83)
 DG8373_MARKER: DB = BENCH MARK DISK
 DG8373_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8373_STAMPING: 7904 G 1976
 DG8373_MARK LOGO: MNHD  
 DG8373_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8373+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1999
 DG8373
 DG8373  HISTORY     - Date     Condition        Report By
 DG8373  HISTORY     - 1968     MONUMENTED       MNHD
 DG8373  HISTORY     - 19990727 GOOD             MNDT
 DG8373
 DG8373                          STATION DESCRIPTION
 DG8373
 DG8373'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DG8373'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.85 MI (1.37
 DG8373'KM) NW OF JCT OF TH 61 AND TH 74 IN WEAVER, AT TH 61 MP 47.65, 71.5 FT
 DG8373'(21.8 M) NE OF SB TH 61, AT TH 61 STA 702+00, 530 FT (161.5 M) SE OF
 DG8373'P-POLE, 0.7 FT (21.3 CM) SSW OF WIT POST, PROJECTS 5 IN, AND SUITABLE
 DG8373'FOR GPS.  DISK SET IN BRIDGE WHEN BUILT IN 1968 THEN STAMPED IN 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8372 ***********************************************************************
 DG8372  DESIGNATION -  7904 H
 DG8372  PID         -  DG8372
 DG8372  STATE/COUNTY-  MN/WABASHA
 DG8372  USGS QUAD   -  WEAVER (1972)
 DG8372
 DG8372                         *CURRENT SURVEY CONTROL
 DG8372  ___________________________________________________________________
 DG8372* NAD 83(1986)-  44 13 37.     (N)    091 56 47.     (W)     SCALED    
 DG8372* NAVD 88     -       207.913  (meters)     682.13   (feet)  ADJUSTED  
 DG8372  ___________________________________________________________________
 DG8372  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DG8372  DYNAMIC HT  -         207.888 (meters)     682.05  (feet)  COMP
 DG8372  MODELED GRAV-     980,491.4   (mgal)                       NAVD 88
 DG8372
 DG8372  VERT ORDER  -  SECOND    CLASS I
 DG8372
 DG8372.The horizontal coordinates were scaled from a topographic map and have
 DG8372.an estimated accuracy of +/- 6 seconds.
 DG8372
 DG8372.The orthometric height was determined by differential leveling
 DG8372.and adjusted by the National Geodetic Survey in February 2005..
 DG8372
 DG8372.The geoid height was determined by GEOID03.
 DG8372
 DG8372.The dynamic height is computed by dividing the NAVD 88
 DG8372.geopotential number by the normal gravity value computed on the
 DG8372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8372.degrees latitude (g = 980.6199 gals.).
 DG8372
 DG8372.The modeled gravity was interpolated from observed gravity values.
 DG8372
 DG8372;                    North         East    Units  Estimated Accuracy
 DG8372;SPC MN S     -   238,390.      964,060.      MT  (+/- 180 meters Scaled)
 DG8372
 DG8372                          SUPERSEDED SURVEY CONTROL
 DG8372
 DG8372.No superseded survey control is available for this station.
 DG8372
 DG8372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ841976(NAD 83)
 DG8372_MARKER: DB = BENCH MARK DISK
 DG8372_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG8372_SP_SET: BRIDGE ABUTMENT
 DG8372_STAMPING: 7904 H RESET 1976
 DG8372_MARK LOGO: MNDT  
 DG8372_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG8372+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1999
 DG8372
 DG8372  HISTORY     - Date     Condition        Report By
 DG8372  HISTORY     - 1976     MONUMENTED       MNDT
 DG8372  HISTORY     - 19990727 GOOD             MNDT
 DG8372
 DG8372                          STATION DESCRIPTION
 DG8372
 DG8372'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DG8372'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.4 MI (2.3 KM)
 DG8372'NORTH OF JCT OF TH 61 AND TH 74 IN WEAVER, IN EAST END OF SOUTH ABUT
 DG8372'OF TH 61 BRIDGE NO 79003 OVER INDIAN CREEK, AT TH 61 MP 48.1, 20 FT
 DG8372'(6.1 M) NE OF SB TH 61, AT TH 61 STA 729+15, AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8371 ***********************************************************************
 DG8371  DESIGNATION -  7904 J
 DG8371  PID         -  DG8371
 DG8371  STATE/COUNTY-  MN/WABASHA
 DG8371  USGS QUAD   -  WEAVER (1972)
 DG8371
 DG8371                         *CURRENT SURVEY CONTROL
 DG8371  ___________________________________________________________________
 DG8371* NAD 83(1986)-  44 14 34.     (N)    091 57 48.     (W)     SCALED    
 DG8371* NAVD 88     -       222.565  (meters)     730.20   (feet)  ADJUSTED  
 DG8371  ___________________________________________________________________
 DG8371  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DG8371  DYNAMIC HT  -         222.537 (meters)     730.11  (feet)  COMP
 DG8371  MODELED GRAV-     980,490.7   (mgal)                       NAVD 88
 DG8371
 DG8371  VERT ORDER  -  SECOND    CLASS I
 DG8371
 DG8371.The horizontal coordinates were scaled from a topographic map and have
 DG8371.an estimated accuracy of +/- 6 seconds.
 DG8371
 DG8371.The orthometric height was determined by differential leveling
 DG8371.and adjusted by the National Geodetic Survey in February 2005..
 DG8371
 DG8371.The geoid height was determined by GEOID03.
 DG8371
 DG8371.The dynamic height is computed by dividing the NAVD 88
 DG8371.geopotential number by the normal gravity value computed on the
 DG8371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8371.degrees latitude (g = 980.6199 gals.).
 DG8371
 DG8371.The modeled gravity was interpolated from observed gravity values.
 DG8371
 DG8371;                    North         East    Units  Estimated Accuracy
 DG8371;SPC MN S     -   240,110.      962,660.      MT  (+/- 180 meters Scaled)
 DG8371
 DG8371                          SUPERSEDED SURVEY CONTROL
 DG8371
 DG8371.No superseded survey control is available for this station.
 DG8371
 DG8371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ827993(NAD 83)
 DG8371_MARKER: DB = BENCH MARK DISK
 DG8371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8371_STAMPING: 7904 J 1976
 DG8371_MARK LOGO: MNHD  
 DG8371_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8371+STABILITY: SURFACE MOTION
 DG8371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8371+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1999
 DG8371
 DG8371  HISTORY     - Date     Condition        Report By
 DG8371  HISTORY     - 1968     MONUMENTED       MNHD
 DG8371  HISTORY     - 19990727 GOOD             MNDT
 DG8371
 DG8371                          STATION DESCRIPTION
 DG8371
 DG8371'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DG8371'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2 MI (3.2 KM)
 DG8371'NW OF JCT OF TH 61 AND TH 74 IN WEAVER, 0.8 MI (1.3 KM) NW OF CO RD
 DG8371'14, AT TH 61 MP 49.45, 80 FT (24.4 M) SW OF SB TH 61, AT TH 61 STA
 DG8371'804+00, 430 FT (131.1 M) NW OF FIELD ENT, 63.7 FT (19.4 M) NW OF SW
 DG8371'END OF METAL CULVERT, 0.8 FT (24.4 CM) NE OF WIT POST, RECESSED 0.4
 DG8371'FT, (12.2 CM) MAGNETIC, AND SUITABLE FOR GPS.  DISK SET IN 1968 THEN
 DG8371'STAMPED IN 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8370 ***********************************************************************
 DG8370  DESIGNATION -  7904 J 1
 DG8370  PID         -  DG8370
 DG8370  STATE/COUNTY-  MN/WABASHA
 DG8370  USGS QUAD   -  WEAVER (1972)
 DG8370
 DG8370                         *CURRENT SURVEY CONTROL
 DG8370  ___________________________________________________________________
 DG8370* NAD 83(1986)-  44 14 55.     (N)    091 58 14.     (W)     SCALED    
 DG8370* NAVD 88     -       211.631  (meters)     694.33   (feet)  ADJUSTED  
 DG8370  ___________________________________________________________________
 DG8370  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DG8370  DYNAMIC HT  -         211.605 (meters)     694.24  (feet)  COMP
 DG8370  MODELED GRAV-     980,490.6   (mgal)                       NAVD 88
 DG8370
 DG8370  VERT ORDER  -  SECOND    CLASS I
 DG8370
 DG8370.The horizontal coordinates were scaled from a topographic map and have
 DG8370.an estimated accuracy of +/- 6 seconds.
 DG8370
 DG8370.The orthometric height was determined by differential leveling
 DG8370.and adjusted by the National Geodetic Survey in February 2005..
 DG8370
 DG8370.The geoid height was determined by GEOID03.
 DG8370
 DG8370.The dynamic height is computed by dividing the NAVD 88
 DG8370.geopotential number by the normal gravity value computed on the
 DG8370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8370.degrees latitude (g = 980.6199 gals.).
 DG8370
 DG8370.The modeled gravity was interpolated from observed gravity values.
 DG8370
 DG8370;                    North         East    Units  Estimated Accuracy
 DG8370;SPC MN S     -   240,750.      962,070.      MT  (+/- 180 meters Scaled)
 DG8370
 DG8370                          SUPERSEDED SURVEY CONTROL
 DG8370
 DG8370.No superseded survey control is available for this station.
 DG8370
 DG8370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK821000(NAD 83)
 DG8370_MARKER: DV = VERTICAL CONTROL DISK
 DG8370_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG8370_STAMPING: 7904 J 1 1975
 DG8370_MARK LOGO: MNHD  
 DG8370_MAGNETIC: I = MARKER IS A STEEL ROD
 DG8370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8370+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1999
 DG8370
 DG8370  HISTORY     - Date     Condition        Report By
 DG8370  HISTORY     - 1975     MONUMENTED       MNHD
 DG8370  HISTORY     - 19990727 GOOD             MNDT
 DG8370
 DG8370                          STATION DESCRIPTION
 DG8370
 DG8370'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DG8370'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.3 MI (5.3 KM)
 DG8370'NW ALONG TH 61 FROM JCT OF TH 61 AND TH 74 IN WEAVER, 0.45 MI (0.72
 DG8370'KM) SOUTH OF TH 61 BRDG NO 79016 OVER SNAKE CREEK, 31.6 FT (9.6 M) SW
 DG8370'OF NB TH 61, AT TH 61 MP 50.02, AT TH 61 STA 832+75, 13.4 FT (4.1 M)
 DG8370'WEST OF NW ONE OF TWO CATCH BASINS, 1 FT (0.3 M) NE OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8368 ***********************************************************************
 DG8368  DESIGNATION -  7904 K
 DG8368  PID         -  DG8368
 DG8368  STATE/COUNTY-  MN/WABASHA
 DG8368  USGS QUAD   -  ALMA (1974)
 DG8368
 DG8368                         *CURRENT SURVEY CONTROL
 DG8368  ___________________________________________________________________
 DG8368* NAD 83(1986)-  44 15 13.     (N)    091 58 31.     (W)     SCALED    
 DG8368* NAVD 88     -       216.138  (meters)     709.11   (feet)  ADJUSTED  
 DG8368  ___________________________________________________________________
 DG8368  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 DG8368  DYNAMIC HT  -         216.111 (meters)     709.02  (feet)  COMP
 DG8368  MODELED GRAV-     980,490.5   (mgal)                       NAVD 88
 DG8368
 DG8368  VERT ORDER  -  SECOND    CLASS I
 DG8368
 DG8368.The horizontal coordinates were scaled from a topographic map and have
 DG8368.an estimated accuracy of +/- 6 seconds.
 DG8368
 DG8368.The orthometric height was determined by differential leveling
 DG8368.and adjusted by the National Geodetic Survey in February 2005..
 DG8368
 DG8368.The geoid height was determined by GEOID03.
 DG8368
 DG8368.The dynamic height is computed by dividing the NAVD 88
 DG8368.geopotential number by the normal gravity value computed on the
 DG8368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8368.degrees latitude (g = 980.6199 gals.).
 DG8368
 DG8368.The modeled gravity was interpolated from observed gravity values.
 DG8368
 DG8368;                    North         East    Units  Estimated Accuracy
 DG8368;SPC MN S     -   241,290.      961,670.      MT  (+/- 180 meters Scaled)
 DG8368
 DG8368                          SUPERSEDED SURVEY CONTROL
 DG8368
 DG8368.No superseded survey control is available for this station.
 DG8368
 DG8368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK818005(NAD 83)
 DG8368_MARKER: DB = BENCH MARK DISK
 DG8368_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG8368_SP_SET: BRIDGE ABUTMENT
 DG8368_STAMPING: 7904 K 1976
 DG8368_MARK LOGO: MNHD  
 DG8368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8368+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1999
 DG8368
 DG8368  HISTORY     - Date     Condition        Report By
 DG8368  HISTORY     - 1968     MONUMENTED       MNHD
 DG8368  HISTORY     - 19990727 GOOD             MNDT
 DG8368
 DG8368                          STATION DESCRIPTION
 DG8368
 DG8368'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DG8368'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.8 MI (6.1 KM)
 DG8368'NORTH OF ALONG TH 61 FROM JCT OF TH 61 AND TH 74 IN WEAVER, IN WEST
 DG8368'END OF SOUTH ABUT OF TH 61 BRDG NO 79004 OVER SNAKE CREEK, AT TH 61 MP
 DG8368'50.45, T TH 61 MP 854+04, 18 FT (5.5 M) SW OF SB TH 61.  DISK SET IN
 DG8368'BRIDGE WHEN BUILT IN 1968 THEN STAMPED IN 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8369 ***********************************************************************
 DG8369  DESIGNATION -  7904 K 1
 DG8369  PID         -  DG8369
 DG8369  STATE/COUNTY-  MN/WABASHA
 DG8369  USGS QUAD   -  ALMA (1974)
 DG8369
 DG8369                         *CURRENT SURVEY CONTROL
 DG8369  ___________________________________________________________________
 DG8369* NAD 83(1986)-  44 15 16.     (N)    091 58 30.     (W)     SCALED    
 DG8369* NAVD 88     -       210.879  (meters)     691.86   (feet)  ADJUSTED  
 DG8369  ___________________________________________________________________
 DG8369  GEOID HEIGHT-         -30.20  (meters)                     GEOID03
 DG8369  DYNAMIC HT  -         210.853 (meters)     691.77  (feet)  COMP
 DG8369  MODELED GRAV-     980,490.5   (mgal)                       NAVD 88
 DG8369
 DG8369  VERT ORDER  -  SECOND    CLASS I
 DG8369
 DG8369.The horizontal coordinates were scaled from a topographic map and have
 DG8369.an estimated accuracy of +/- 6 seconds.
 DG8369
 DG8369.The orthometric height was determined by differential leveling
 DG8369.and adjusted by the National Geodetic Survey in February 2005..
 DG8369
 DG8369.The geoid height was determined by GEOID03.
 DG8369
 DG8369.The dynamic height is computed by dividing the NAVD 88
 DG8369.geopotential number by the normal gravity value computed on the
 DG8369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8369.degrees latitude (g = 980.6199 gals.).
 DG8369
 DG8369.The modeled gravity was interpolated from observed gravity values.
 DG8369
 DG8369;                    North         East    Units  Estimated Accuracy
 DG8369;SPC MN S     -   241,390.      961,690.      MT  (+/- 180 meters Scaled)
 DG8369
 DG8369                          SUPERSEDED SURVEY CONTROL
 DG8369
 DG8369.No superseded survey control is available for this station.
 DG8369
 DG8369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK818006(NAD 83)
 DG8369_MARKER: DB = BENCH MARK DISK
 DG8369_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG8369_SP_SET: BRIDGE ABUTMENT
 DG8369_STAMPING: 7904 K 1 1976
 DG8369_MARK LOGO: MNDT  
 DG8369_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG8369+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1999
 DG8369
 DG8369  HISTORY     - Date     Condition        Report By
 DG8369  HISTORY     - 1976     MONUMENTED       MNDT
 DG8369  HISTORY     - 19990727 GOOD             MNDT
 DG8369
 DG8369                          STATION DESCRIPTION
 DG8369
 DG8369'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DG8369'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.8 MI (6.1 KM)
 DG8369'NW ALONG TH 61 FROM JCT TH 61 AND TH 74 IN WEAVER, IN EAST END OF
 DG8369'SOUTH ABUT OF NB TH 61 BRDG NO 79016, AT TH 61 MP 50.5, AND 25 FT (7.6
 DG8369'M) ENE OF NB TH 61.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8402 ***********************************************************************
 DG8402  DESIGNATION -  7904 M 1
 DG8402  PID         -  DG8402
 DG8402  STATE/COUNTY-  MN/WABASHA
 DG8402  USGS QUAD   -  ALMA (1974)
 DG8402
 DG8402                         *CURRENT SURVEY CONTROL
 DG8402  ___________________________________________________________________
 DG8402* NAD 83(1986)-  44 17 08.     (N)    091 59 19.     (W)     SCALED    
 DG8402* NAVD 88     -       224.570  (meters)     736.78   (feet)  ADJUSTED  
 DG8402  ___________________________________________________________________
 DG8402  GEOID HEIGHT-         -30.24  (meters)                     GEOID03
 DG8402  DYNAMIC HT  -         224.542 (meters)     736.68  (feet)  COMP
 DG8402  MODELED GRAV-     980,487.1   (mgal)                       NAVD 88
 DG8402
 DG8402  VERT ORDER  -  SECOND    CLASS I
 DG8402
 DG8402.The horizontal coordinates were scaled from a topographic map and have
 DG8402.an estimated accuracy of +/- 6 seconds.
 DG8402
 DG8402.The orthometric height was determined by differential leveling
 DG8402.and adjusted by the National Geodetic Survey in February 2005..
 DG8402
 DG8402.The geoid height was determined by GEOID03.
 DG8402
 DG8402.The dynamic height is computed by dividing the NAVD 88
 DG8402.geopotential number by the normal gravity value computed on the
 DG8402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8402.degrees latitude (g = 980.6199 gals.).
 DG8402
 DG8402.The modeled gravity was interpolated from observed gravity values.
 DG8402
 DG8402;                    North         East    Units  Estimated Accuracy
 DG8402;SPC MN S     -   244,820.      960,520.      MT  (+/- 180 meters Scaled)
 DG8402
 DG8402                          SUPERSEDED SURVEY CONTROL
 DG8402
 DG8402.No superseded survey control is available for this station.
 DG8402
 DG8402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK806040(NAD 83)
 DG8402_MARKER: DB = BENCH MARK DISK
 DG8402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8402_STAMPING: 7904 M 1 1976
 DG8402_MARK LOGO: MNDT  
 DG8402_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG8402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8402+STABILITY: SURFACE MOTION
 DG8402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8402+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1999
 DG8402
 DG8402  HISTORY     - Date     Condition        Report By
 DG8402  HISTORY     - 1976     MONUMENTED       MNDT
 DG8402  HISTORY     - 19990728 GOOD             MNDT
 DG8402
 DG8402                          STATION DESCRIPTION
 DG8402
 DG8402'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DG8402'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.3 MI (2.1 KM)
 DG8402'SE OF KELLOGG, 1.3 MI (2.1 KM) SE ALONG TH 61 FROM JCT OF TH 61 AND TH
 DG8402'42 IN KELLOGG, AT TH 61 MP 52.85, 2.3 MI (3.7 KM) NORTH OF SNAKE
 DG8402'CREEK, 65 FT (19.8 M) EAST OF NB TH 61, AT TH 61 STA 977+00, IN DITCH
 DG8402'BOTTOM, 21 FT (6.4 M) EAST OF ROW OF OAK TREES, 1 FT (0.3 M) WEST OF
 DG8402'WIT POST, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8366 ***********************************************************************
 DG8366  DESIGNATION -  7904 N RESET
 DG8366  PID         -  DG8366
 DG8366  STATE/COUNTY-  MN/WABASHA
 DG8366  USGS QUAD   -  ALMA (1974)
 DG8366
 DG8366                         *CURRENT SURVEY CONTROL
 DG8366  ___________________________________________________________________
 DG8366* NAD 83(1986)-  44 17 33.     (N)    091 59 35.     (W)     SCALED    
 DG8366* NAVD 88     -       217.361  (meters)     713.13   (feet)  ADJUSTED  
 DG8366  ___________________________________________________________________
 DG8366  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 DG8366  DYNAMIC HT  -         217.333 (meters)     713.03  (feet)  COMP
 DG8366  MODELED GRAV-     980,486.3   (mgal)                       NAVD 88
 DG8366
 DG8366  VERT ORDER  -  SECOND    CLASS I
 DG8366
 DG8366.The horizontal coordinates were scaled from a topographic map and have
 DG8366.an estimated accuracy of +/- 6 seconds.
 DG8366
 DG8366.The orthometric height was determined by differential leveling
 DG8366.and adjusted by the National Geodetic Survey in February 2005..
 DG8366
 DG8366.The geoid height was determined by GEOID03.
 DG8366
 DG8366.The dynamic height is computed by dividing the NAVD 88
 DG8366.geopotential number by the normal gravity value computed on the
 DG8366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8366.degrees latitude (g = 980.6199 gals.).
 DG8366
 DG8366.The modeled gravity was interpolated from observed gravity values.
 DG8366
 DG8366;                    North         East    Units  Estimated Accuracy
 DG8366;SPC MN S     -   245,580.      960,150.      MT  (+/- 180 meters Scaled)
 DG8366
 DG8366                          SUPERSEDED SURVEY CONTROL
 DG8366
 DG8366.No superseded survey control is available for this station.
 DG8366
 DG8366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK803048(NAD 83)
 DG8366_MARKER: DV = VERTICAL CONTROL DISK
 DG8366_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG8366_STAMPING: 7904 N RESET 1975
 DG8366_MARK LOGO: MNHD  
 DG8366_MAGNETIC: I = MARKER IS A STEEL ROD
 DG8366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8366+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1999
 DG8366
 DG8366  HISTORY     - Date     Condition        Report By
 DG8366  HISTORY     - 1975     MONUMENTED       MNHD
 DG8366  HISTORY     - 19990727 GOOD             MNDT
 DG8366
 DG8366                          STATION DESCRIPTION
 DG8366
 DG8366'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DG8366'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.7 MI (1.1 KM)
 DG8366'SOUTH ALONG TH 61 FROM JCT OF TH 61 AND TH 42 AT KELLOGG, AT TH 61 MP
 DG8366'53.3, 96 FT (29.3 M) SW OF SB TH 61, AT TH 61 STA 1006+04, 92 FT (28.0
 DG8366'M) SOUTH OF SW COR OF BOX CULVERT, 71.8 FT (21.9 M) NORTH OF EAST LEG
 DG8366'OF BILLBOARD, 25 FT (7.6 M) EAST OF 10 INCH BOXELDER TREE, 1 FT (0.3
 DG8366'M) ENE OF WIT POST, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8367 ***********************************************************************
 DG8367  DESIGNATION -  7904 Q
 DG8367  PID         -  DG8367
 DG8367  STATE/COUNTY-  MN/WABASHA
 DG8367  USGS QUAD   -  ALMA (1974)
 DG8367
 DG8367                         *CURRENT SURVEY CONTROL
 DG8367  ___________________________________________________________________
 DG8367* NAD 83(1986)-  44 16 50.     (N)    091 59 23.     (W)     SCALED    
 DG8367* NAVD 88     -       224.812  (meters)     737.57   (feet)  ADJUSTED  
 DG8367  ___________________________________________________________________
 DG8367  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 DG8367  DYNAMIC HT  -         224.784 (meters)     737.48  (feet)  COMP
 DG8367  MODELED GRAV-     980,487.4   (mgal)                       NAVD 88
 DG8367
 DG8367  VERT ORDER  -  SECOND    CLASS I
 DG8367
 DG8367.The horizontal coordinates were scaled from a topographic map and have
 DG8367.an estimated accuracy of +/- 6 seconds.
 DG8367
 DG8367.The orthometric height was determined by differential leveling
 DG8367.and adjusted by the National Geodetic Survey in February 2005..
 DG8367
 DG8367.The geoid height was determined by GEOID03.
 DG8367
 DG8367.The dynamic height is computed by dividing the NAVD 88
 DG8367.geopotential number by the normal gravity value computed on the
 DG8367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8367.degrees latitude (g = 980.6199 gals.).
 DG8367
 DG8367.The modeled gravity was interpolated from observed gravity values.
 DG8367
 DG8367;                    North         East    Units  Estimated Accuracy
 DG8367;SPC MN S     -   244,260.      960,450.      MT  (+/- 180 meters Scaled)
 DG8367
 DG8367                          SUPERSEDED SURVEY CONTROL
 DG8367
 DG8367.No superseded survey control is available for this station.
 DG8367
 DG8367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK806035(NAD 83)
 DG8367_MARKER: DD = SURVEY DISK
 DG8367_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8367_STAMPING: 7904 Q 1999
 DG8367_MARK LOGO: MNDT  
 DG8367_PROJECTION: RECESSED 5 CENTIMETERS
 DG8367_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8367+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8367_ROD/PIPE-DEPTH: 13.7 meters
 DG8367
 DG8367  HISTORY     - Date     Condition        Report By
 DG8367  HISTORY     - 1999     MONUMENTED       MNDT
 DG8367
 DG8367                          STATION DESCRIPTION
 DG8367
 DG8367'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8367'THE MARK IS 2 MI (3.2 KM) SSE OF KELLOGG, 1.5 MI (2.4 KM) SSE ALONG TH
 DG8367'61 FROM JCT OF TH 61 AND TH 42 IN KELLOGG, AT TH 61 MP 52.5, 98.8 FT
 DG8367'(30.1 M) WEST OF SB TH 61, 1.6 FT (0.5 M) EAST OF NORTH SOUTH FENCE,
 DG8367'1.2 FT (0.4 M) EAST OF WIT POST, RECESSED 2 INCHES, MAGNETIC, AND
 DG8367'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8364 ***********************************************************************
 DG8364  DESIGNATION -  7905 A
 DG8364  PID         -  DG8364
 DG8364  STATE/COUNTY-  MN/WABASHA
 DG8364  USGS QUAD   -  WABASHA SOUTH (1974)
 DG8364
 DG8364                         *CURRENT SURVEY CONTROL
 DG8364  ___________________________________________________________________
 DG8364* NAD 83(1986)-  44 18 42.     (N)    092 00 13.     (W)     SCALED    
 DG8364* NAVD 88     -       216.520  (meters)     710.37   (feet)  ADJUSTED  
 DG8364  ___________________________________________________________________
 DG8364  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 DG8364  DYNAMIC HT  -         216.492 (meters)     710.27  (feet)  COMP
 DG8364  MODELED GRAV-     980,483.7   (mgal)                       NAVD 88
 DG8364
 DG8364  VERT ORDER  -  SECOND    CLASS I
 DG8364
 DG8364.The horizontal coordinates were scaled from a topographic map and have
 DG8364.an estimated accuracy of +/- 6 seconds.
 DG8364
 DG8364.The orthometric height was determined by differential leveling
 DG8364.and adjusted by the National Geodetic Survey in February 2005..
 DG8364
 DG8364.The geoid height was determined by GEOID03.
 DG8364
 DG8364.The dynamic height is computed by dividing the NAVD 88
 DG8364.geopotential number by the normal gravity value computed on the
 DG8364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8364.degrees latitude (g = 980.6199 gals.).
 DG8364
 DG8364.The modeled gravity was interpolated from observed gravity values.
 DG8364
 DG8364;                    North         East    Units  Estimated Accuracy
 DG8364;SPC MN S     -   247,690.      959,260.      MT  (+/- 180 meters Scaled)
 DG8364
 DG8364                          SUPERSEDED SURVEY CONTROL
 DG8364
 DG8364.No superseded survey control is available for this station.
 DG8364
 DG8364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK794069(NAD 83)
 DG8364_MARKER: DB = BENCH MARK DISK
 DG8364_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG8364_SP_SET: BRIDGE ABUTMENT
 DG8364_STAMPING: 7905 A 1976
 DG8364_MARK LOGO: MNHD  
 DG8364_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG8364+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1999
 DG8364
 DG8364  HISTORY     - Date     Condition        Report By
 DG8364  HISTORY     - 1971     MONUMENTED       MNHD
 DG8364  HISTORY     - 19990727 GOOD             MNDT
 DG8364
 DG8364                          STATION DESCRIPTION
 DG8364
 DG8364'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DG8364'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.9 MI (1.4 KM)
 DG8364'NORTH ALONG TH 61 FROM JCT OF TH 61 AND TH 42 AT KELLOGG, 19.7 FT (6.0
 DG8364'M) WNW OF SB TH 61, AT TH 61 MP 54.9, IN SE COR OF SOUTH ABUT OF SB TH
 DG8364'61 BRIDGE NO 79009 OVER ZUMBRO RIVER, AND NOT SUITABLE FOR GPS.  DISK
 DG8364'SET IN BRIDGE WHEN BUILT IN 1971 THEN STAMPED IN 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8365 ***********************************************************************
 DG8365  DESIGNATION -  7905 G
 DG8365  PID         -  DG8365
 DG8365  STATE/COUNTY-  MN/WABASHA
 DG8365  USGS QUAD   -  WABASHA SOUTH (1974)
 DG8365
 DG8365                         *CURRENT SURVEY CONTROL
 DG8365  ___________________________________________________________________
 DG8365* NAD 83(1986)-  44 18 41.     (N)    092 00 12.     (W)     SCALED    
 DG8365* NAVD 88     -       216.449  (meters)     710.13   (feet)  ADJUSTED  
 DG8365  ___________________________________________________________________
 DG8365  GEOID HEIGHT-         -30.28  (meters)                     GEOID03
 DG8365  DYNAMIC HT  -         216.421 (meters)     710.04  (feet)  COMP
 DG8365  MODELED GRAV-     980,483.8   (mgal)                       NAVD 88
 DG8365
 DG8365  VERT ORDER  -  SECOND    CLASS I
 DG8365
 DG8365.The horizontal coordinates were scaled from a topographic map and have
 DG8365.an estimated accuracy of +/- 6 seconds.
 DG8365
 DG8365.The orthometric height was determined by differential leveling
 DG8365.and adjusted by the National Geodetic Survey in February 2005..
 DG8365
 DG8365.The geoid height was determined by GEOID03.
 DG8365
 DG8365.The dynamic height is computed by dividing the NAVD 88
 DG8365.geopotential number by the normal gravity value computed on the
 DG8365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8365.degrees latitude (g = 980.6199 gals.).
 DG8365
 DG8365.The modeled gravity was interpolated from observed gravity values.
 DG8365
 DG8365;                    North         East    Units  Estimated Accuracy
 DG8365;SPC MN S     -   247,660.      959,280.      MT  (+/- 180 meters Scaled)
 DG8365
 DG8365                          SUPERSEDED SURVEY CONTROL
 DG8365
 DG8365.No superseded survey control is available for this station.
 DG8365
 DG8365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK794069(NAD 83)
 DG8365_MARKER: DB = BENCH MARK DISK
 DG8365_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG8365_SP_SET: BRIDGE ABUTMENT
 DG8365_STAMPING: 7905 G 1999
 DG8365_MARK LOGO: MNHD  
 DG8365_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG8365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG8365+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2001
 DG8365
 DG8365  HISTORY     - Date     Condition        Report By
 DG8365  HISTORY     - 1969     MONUMENTED       MNHD
 DG8365  HISTORY     - 20010625 GOOD             MNDT
 DG8365
 DG8365                          STATION DESCRIPTION
 DG8365
 DG8365'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG8365'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.50 MI (0.80
 DG8365'KM) NW OF KELLOGG, IN ABUT AT SE COR OF TH 61 NB BRIDGE NO 79010 OVER
 DG8365'ZUMBRO RIVER, 0.9 MI (1.4 KM) NORTH ALONG TH 61 FROM JCT OF TH 61 AND
 DG8365'TH 42 IN KELLOGG, AT TH 61 MP 54.9, 25.7 FT (7.8 M) ESE OF NB TH 61,
 DG8365'1.6 FT (0.5 M) ESE OF BRIDGE RAIL, 1.3 FT (0.4 M) ENE OF BRIDGE NO
 DG8365'79010 SIGN, SUITABLE FOR GPS.  DISK SET IN BRIDGE WHEN BUILT IN 1969
 DG8365'THEN STAMPED IN 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7157 ***********************************************************************
 AJ7157  DESIGNATION -  7906 C
 AJ7157  PID         -  AJ7157
 AJ7157  STATE/COUNTY-  MN/WABASHA
 AJ7157  USGS QUAD   -  LAKE CITY (1974)
 AJ7157
 AJ7157                         *CURRENT SURVEY CONTROL
 AJ7157  ___________________________________________________________________
 AJ7157* NAD 83(1986)-  44 26 00.     (N)    092 15 02.     (W)     SCALED    
 AJ7157* NAVD 88     -       222.128  (meters)     728.76   (feet)  ADJUSTED  
 AJ7157  ___________________________________________________________________
 AJ7157  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AJ7157  DYNAMIC HT  -         222.098 (meters)     728.67  (feet)  COMP
 AJ7157  MODELED GRAV-     980,474.1   (mgal)                       NAVD 88
 AJ7157
 AJ7157  VERT ORDER  -  SECOND    CLASS I
 AJ7157
 AJ7157.The horizontal coordinates were scaled from a topographic map and have
 AJ7157.an estimated accuracy of +/- 6 seconds.
 AJ7157
 AJ7157.The orthometric height was determined by differential leveling
 AJ7157.and adjusted by the National Geodetic Survey in June 2004..
 AJ7157
 AJ7157.The geoid height was determined by GEOID03.
 AJ7157
 AJ7157.The dynamic height is computed by dividing the NAVD 88
 AJ7157.geopotential number by the normal gravity value computed on the
 AJ7157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7157.degrees latitude (g = 980.6199 gals.).
 AJ7157
 AJ7157.The modeled gravity was interpolated from observed gravity values.
 AJ7157
 AJ7157;                    North         East    Units  Estimated Accuracy
 AJ7157;SPC MN S     -   260,750.      939,270.      MT  (+/- 180 meters Scaled)
 AJ7157
 AJ7157                          SUPERSEDED SURVEY CONTROL
 AJ7157
 AJ7157.No superseded survey control is available for this station.
 AJ7157
 AJ7157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK596202(NAD 83)
 AJ7157_MARKER: DV = VERTICAL CONTROL DISK
 AJ7157_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7157_SP_SET: BRIDGE ABUTMENT
 AJ7157_STAMPING: 7906 C 1992
 AJ7157_MARK LOGO: MNDT  
 AJ7157_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7157+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2006
 AJ7157
 AJ7157  HISTORY     - Date     Condition        Report By
 AJ7157  HISTORY     - 1992     MONUMENTED       MNDT
 AJ7157  HISTORY     - 20060806 GOOD             USPSQD
 AJ7157
 AJ7157                          STATION DESCRIPTION
 AJ7157
 AJ7157'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AJ7157'THE MARK IS 0.5 MILE (0.8 KM) SE OF LAKE CITY, 27.0 FT (8.2 M) EAST OF
 AJ7157'TH 61, AT TH 61 MP 72.8, IN THE SE CORNER OF THE ABUTMENT OF BRIDGE
 AJ7157'79023 (TH 61 OVER RR).
 AJ7157
 AJ7157                          STATION RECOVERY (2006)
 AJ7157
 AJ7157'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 AJ7157'RECOVERED IN GOOD CONDITION AS DESCRIBED, SPSPS,ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7156 ***********************************************************************
 AJ7156  DESIGNATION -  7906 C 1
 AJ7156  PID         -  AJ7156
 AJ7156  STATE/COUNTY-  MN/WABASHA
 AJ7156  USGS QUAD   -  LAKE CITY (1974)
 AJ7156
 AJ7156                         *CURRENT SURVEY CONTROL
 AJ7156  ___________________________________________________________________
 AJ7156* NAD 83(1986)-  44 26 02.     (N)    092 15 02.     (W)     SCALED    
 AJ7156* NAVD 88     -       222.570  (meters)     730.22   (feet)  ADJUSTED  
 AJ7156  ___________________________________________________________________
 AJ7156  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AJ7156  DYNAMIC HT  -         222.539 (meters)     730.11  (feet)  COMP
 AJ7156  MODELED GRAV-     980,474.3   (mgal)                       NAVD 88
 AJ7156
 AJ7156  VERT ORDER  -  SECOND    CLASS I
 AJ7156
 AJ7156.The horizontal coordinates were scaled from a topographic map and have
 AJ7156.an estimated accuracy of +/- 6 seconds.
 AJ7156
 AJ7156.The orthometric height was determined by differential leveling
 AJ7156.and adjusted by the National Geodetic Survey in June 2004..
 AJ7156
 AJ7156.The geoid height was determined by GEOID03.
 AJ7156
 AJ7156.The dynamic height is computed by dividing the NAVD 88
 AJ7156.geopotential number by the normal gravity value computed on the
 AJ7156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7156.degrees latitude (g = 980.6199 gals.).
 AJ7156
 AJ7156.The modeled gravity was interpolated from observed gravity values.
 AJ7156
 AJ7156;                    North         East    Units  Estimated Accuracy
 AJ7156;SPC MN S     -   260,810.      939,270.      MT  (+/- 180 meters Scaled)
 AJ7156
 AJ7156                          SUPERSEDED SURVEY CONTROL
 AJ7156
 AJ7156.No superseded survey control is available for this station.
 AJ7156
 AJ7156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK596203(NAD 83)
 AJ7156_MARKER: DV = VERTICAL CONTROL DISK
 AJ7156_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7156_SP_SET: BRIDGE ABUTMENT
 AJ7156_STAMPING: 7906 C 1 1992
 AJ7156_MARK LOGO: MNDT  
 AJ7156_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7156+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2006
 AJ7156
 AJ7156  HISTORY     - Date     Condition        Report By
 AJ7156  HISTORY     - 1992     MONUMENTED       MNDT
 AJ7156  HISTORY     - 20060806 GOOD             USPSQD
 AJ7156
 AJ7156                          STATION DESCRIPTION
 AJ7156
 AJ7156'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AJ7156'THE MARK IS 0.5 MILE (0.8 KM) SE OF LAKE CITY, 26.0 FT (7.9 M) EAST OF
 AJ7156'TH 61, AT TH 61 MP 72.85, IN THE NE CORNER OF THE BRIDGE ABUTMENT OF
 AJ7156'BRIDGE 79023 (TH 61 OVER RR).
 AJ7156
 AJ7156                          STATION RECOVERY (2006)
 AJ7156
 AJ7156'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 AJ7156'RECOVERED IN GOOD CONDITION AS DESCRIBED, SPSPS,ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7158 ***********************************************************************
 AJ7158  DESIGNATION -  7906 D
 AJ7158  PID         -  AJ7158
 AJ7158  STATE/COUNTY-  MN/WABASHA
 AJ7158  USGS QUAD   -  LAKE CITY (1974)
 AJ7158
 AJ7158                         *CURRENT SURVEY CONTROL
 AJ7158  ___________________________________________________________________
 AJ7158* NAD 83(1986)-  44 25 55.     (N)    092 15 02.     (W)     SCALED    
 AJ7158* NAVD 88     -       210.592  (meters)     690.92   (feet)  ADJUSTED  
 AJ7158  ___________________________________________________________________
 AJ7158  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 AJ7158  DYNAMIC HT  -         210.563 (meters)     690.82  (feet)  COMP
 AJ7158  MODELED GRAV-     980,473.5   (mgal)                       NAVD 88
 AJ7158
 AJ7158  VERT ORDER  -  SECOND    CLASS I
 AJ7158
 AJ7158.The horizontal coordinates were scaled from a topographic map and have
 AJ7158.an estimated accuracy of +/- 6 seconds.
 AJ7158
 AJ7158.The orthometric height was determined by differential leveling
 AJ7158.and adjusted by the National Geodetic Survey in June 2004..
 AJ7158
 AJ7158.The geoid height was determined by GEOID03.
 AJ7158
 AJ7158.The dynamic height is computed by dividing the NAVD 88
 AJ7158.geopotential number by the normal gravity value computed on the
 AJ7158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7158.degrees latitude (g = 980.6199 gals.).
 AJ7158
 AJ7158.The modeled gravity was interpolated from observed gravity values.
 AJ7158
 AJ7158;                    North         East    Units  Estimated Accuracy
 AJ7158;SPC MN S     -   260,600.      939,270.      MT  (+/- 180 meters Scaled)
 AJ7158
 AJ7158                          SUPERSEDED SURVEY CONTROL
 AJ7158
 AJ7158.No superseded survey control is available for this station.
 AJ7158
 AJ7158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK596201(NAD 83)
 AJ7158_MARKER: DV = VERTICAL CONTROL DISK
 AJ7158_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7158_SP_SET: BRIDGE ABUTMENT
 AJ7158_STAMPING: 7906 D 1992
 AJ7158_MARK LOGO: MNDT  
 AJ7158_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ7158+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AJ7158
 AJ7158  HISTORY     - Date     Condition        Report By
 AJ7158  HISTORY     - 1992     MONUMENTED       MNDT
 AJ7158  HISTORY     - 20060806 POOR             USPSQD
 AJ7158
 AJ7158                          STATION DESCRIPTION
 AJ7158
 AJ7158'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AJ7158'THE MARK IS 0.75 MILE (1.21 KM) SE OF LAKE CITY, 26.0 FT (7.9 M) EAST
 AJ7158'OF TH 61, AT TH 61 MP 72.65, IN THE SE CORNER ABUTMENT OF BRIDGE 79024
 AJ7158'(TH 61 OVER MILLER CREEK).
 AJ7158
 AJ7158                          STATION RECOVERY (2006)
 AJ7158
 AJ7158'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 AJ7158'MARK LOCATED AS DESCRIBED, BUT THE DISC HAS BEEN SCUFFED AND IS HARD
 AJ7158'TO READ. SPSPS ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3282 ***********************************************************************
 PP3282  DESIGNATION -  7907 A
 PP3282  PID         -  PP3282
 PP3282  STATE/COUNTY-  MN/WABASHA
 PP3282  USGS QUAD   -  ZUMBRO FALLS (1974)
 PP3282
 PP3282                         *CURRENT SURVEY CONTROL
 PP3282  ___________________________________________________________________
 PP3282* NAD 83(1986)-  44 16 59.     (N)    092 25 19.     (W)     SCALED    
 PP3282* NAVD 88     -       255.659  (meters)     838.77   (feet)  ADJUSTED  
 PP3282  ___________________________________________________________________
 PP3282  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 PP3282  DYNAMIC HT  -         255.621 (meters)     838.65  (feet)  COMP
 PP3282  MODELED GRAV-     980,464.4   (mgal)                       NAVD 88
 PP3282
 PP3282  VERT ORDER  -  SECOND    CLASS I
 PP3282
 PP3282.The horizontal coordinates were scaled from a topographic map and have
 PP3282.an estimated accuracy of +/- 6 seconds.
 PP3282
 PP3282.The orthometric height was determined by differential leveling
 PP3282.and adjusted by the National Geodetic Survey in June 1995..
 PP3282
 PP3282.The geoid height was determined by GEOID03.
 PP3282
 PP3282.The dynamic height is computed by dividing the NAVD 88
 PP3282.geopotential number by the normal gravity value computed on the
 PP3282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3282.degrees latitude (g = 980.6199 gals.).
 PP3282
 PP3282.The modeled gravity was interpolated from observed gravity values.
 PP3282
 PP3282;                    North         East    Units  Estimated Accuracy
 PP3282;SPC MN S     -   243,780.      925,950.      MT  (+/- 180 meters Scaled)
 PP3282
 PP3282                          SUPERSEDED SURVEY CONTROL
 PP3282
 PP3282.No superseded survey control is available for this station.
 PP3282
 PP3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK461034(NAD 83)
 PP3282_MARKER: DV = VERTICAL CONTROL DISK
 PP3282_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3282_SP_SET: BRIDGE ABUTMENT
 PP3282_STAMPING: 7907 A 1979
 PP3282_MARK LOGO: MNDT  
 PP3282_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3282
 PP3282  HISTORY     - Date     Condition        Report By
 PP3282  HISTORY     - 1979     MONUMENTED       MNDT
 PP3282  HISTORY     - 19920422 GOOD             MNDT
 PP3282
 PP3282                          STATION DESCRIPTION
 PP3282
 PP3282'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3282'IN ZUMBRO FALLS.
 PP3282'THE MARK IS LOCATED AT THE JUNCTION OF TRUNK HIGHWAYS 60 AND 63 AT
 PP3282'ZUMBRO FALLS IN THE SW 1/4 OF SECTION 31, T110N, R13W.  THE MARK IS
 PP3282'60.3 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 60, 21.5 EAST OF
 PP3282'AND 0.5 FOOT HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 63 IN THE
 PP3282'SOUTHEAST CORNER AT THE RAILING BASE OF BRIDGE 4342 OVER A SMALL
 PP3282'CREEK ON HIGHWAY 63.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 PP3282'DISK STAMPED---7907 A 1979---, IS SET IN THE SOUTHEAST CORNER OF THE
 PP3282'BRIDGE.
 PP3282
 PP3282                          STATION RECOVERY (1992)
 PP3282
 PP3282'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP3282'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7154 ***********************************************************************
 AJ7154  DESIGNATION -  7907 C
 AJ7154  PID         -  AJ7154
 AJ7154  STATE/COUNTY-  MN/WABASHA
 AJ7154  USGS QUAD   -  ZUMBRO FALLS (1974)
 AJ7154
 AJ7154                         *CURRENT SURVEY CONTROL
 AJ7154  ___________________________________________________________________
 AJ7154* NAD 83(1986)-  44 16 48.     (N)    092 25 01.     (W)     SCALED    
 AJ7154* NAVD 88     -       256.421  (meters)     841.27   (feet)  ADJUSTED  
 AJ7154  ___________________________________________________________________
 AJ7154  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 AJ7154  DYNAMIC HT  -         256.383 (meters)     841.15  (feet)  COMP
 AJ7154  MODELED GRAV-     980,463.9   (mgal)                       NAVD 88
 AJ7154
 AJ7154  VERT ORDER  -  SECOND    CLASS I
 AJ7154
 AJ7154.The horizontal coordinates were scaled from a topographic map and have
 AJ7154.an estimated accuracy of +/- 6 seconds.
 AJ7154
 AJ7154.The orthometric height was determined by differential leveling
 AJ7154.and adjusted by the National Geodetic Survey in June 2004..
 AJ7154
 AJ7154.The geoid height was determined by GEOID03.
 AJ7154
 AJ7154.The dynamic height is computed by dividing the NAVD 88
 AJ7154.geopotential number by the normal gravity value computed on the
 AJ7154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7154.degrees latitude (g = 980.6199 gals.).
 AJ7154
 AJ7154.The modeled gravity was interpolated from observed gravity values.
 AJ7154
 AJ7154;                    North         East    Units  Estimated Accuracy
 AJ7154;SPC MN S     -   243,450.      926,360.      MT  (+/- 180 meters Scaled)
 AJ7154
 AJ7154                          SUPERSEDED SURVEY CONTROL
 AJ7154
 AJ7154.No superseded survey control is available for this station.
 AJ7154
 AJ7154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK465031(NAD 83)
 AJ7154_MARKER: DV = VERTICAL CONTROL DISK
 AJ7154_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7154_SP_SET: BRIDGE ABUTMENT
 AJ7154_STAMPING: 7907 C 1992
 AJ7154_MARK LOGO: MNDT  
 AJ7154_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ7154+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AJ7154
 AJ7154  HISTORY     - Date     Condition        Report By
 AJ7154  HISTORY     - 1992     MONUMENTED       MNDT
 AJ7154
 AJ7154                          STATION DESCRIPTION
 AJ7154
 AJ7154'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AJ7154'THE MARK IS 0.4 MILE (0.6 KM) SOUTH OF ZUMBRO FALLS, 24.0 FT (7.3 M)
 AJ7154'EAST OF TH 63, AT TH 63 MP 59.7, 15.7 FT (4.8 M) SOUTH OF THE NORTH
 AJ7154'END OF BRIDGE 79022, IN THE NE COR OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7155 ***********************************************************************
 AJ7155  DESIGNATION -  7907 C 1
 AJ7155  PID         -  AJ7155
 AJ7155  STATE/COUNTY-  MN/WABASHA
 AJ7155  USGS QUAD   -  ZUMBRO FALLS (1974)
 AJ7155
 AJ7155                         *CURRENT SURVEY CONTROL
 AJ7155  ___________________________________________________________________
 AJ7155* NAD 83(1986)-  44 16 46.     (N)    092 25 01.     (W)     SCALED    
 AJ7155* NAVD 88     -       258.191  (meters)     847.08   (feet)  ADJUSTED  
 AJ7155  ___________________________________________________________________
 AJ7155  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 AJ7155  DYNAMIC HT  -         258.153 (meters)     846.96  (feet)  COMP
 AJ7155  MODELED GRAV-     980,464.0   (mgal)                       NAVD 88
 AJ7155
 AJ7155  VERT ORDER  -  SECOND    CLASS I
 AJ7155
 AJ7155.The horizontal coordinates were scaled from a topographic map and have
 AJ7155.an estimated accuracy of +/- 6 seconds.
 AJ7155
 AJ7155.The orthometric height was determined by differential leveling
 AJ7155.and adjusted by the National Geodetic Survey in June 2004..
 AJ7155
 AJ7155.The geoid height was determined by GEOID03.
 AJ7155
 AJ7155.The dynamic height is computed by dividing the NAVD 88
 AJ7155.geopotential number by the normal gravity value computed on the
 AJ7155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7155.degrees latitude (g = 980.6199 gals.).
 AJ7155
 AJ7155.The modeled gravity was interpolated from observed gravity values.
 AJ7155
 AJ7155;                    North         East    Units  Estimated Accuracy
 AJ7155;SPC MN S     -   243,380.      926,360.      MT  (+/- 180 meters Scaled)
 AJ7155
 AJ7155                          SUPERSEDED SURVEY CONTROL
 AJ7155
 AJ7155.No superseded survey control is available for this station.
 AJ7155
 AJ7155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK465030(NAD 83)
 AJ7155_MARKER: DV = VERTICAL CONTROL DISK
 AJ7155_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7155_SP_SET: BRIDGE ABUTMENT
 AJ7155_STAMPING: 7907 C 1 1992
 AJ7155_MARK LOGO: MNDT  
 AJ7155_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ7155+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AJ7155
 AJ7155  HISTORY     - Date     Condition        Report By
 AJ7155  HISTORY     - 1992     MONUMENTED       MNDT
 AJ7155
 AJ7155                          STATION DESCRIPTION
 AJ7155
 AJ7155'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AJ7155'THE MARK IS 0.4 MILE (0.6 KM) SOUTH OF ZUMBRO FALLS, 25.0 FT (7.6 M)
 AJ7155'EAST OF TH 63, AT TH 63 MP 59.65, 16.2 FT (4.9 M) NORTH OF THE SOUTH
 AJ7155'END OF BRIDGE 79022, IN THE SE COR OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7139 ***********************************************************************
 AJ7139  DESIGNATION -  7908 A
 AJ7139  PID         -  AJ7139
 AJ7139  STATE/COUNTY-  MN/WABASHA
 AJ7139  USGS QUAD   -  LAKE CITY (1974)
 AJ7139
 AJ7139                         *CURRENT SURVEY CONTROL
 AJ7139  ___________________________________________________________________
 AJ7139* NAD 83(1986)-  44 23 23.     (N)    092 21 16.     (W)     SCALED    
 AJ7139* NAVD 88     -       338.645  (meters)    1111.04   (feet)  ADJUSTED  
 AJ7139  ___________________________________________________________________
 AJ7139  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 AJ7139  DYNAMIC HT  -         338.592 (meters)    1110.86  (feet)  COMP
 AJ7139  MODELED GRAV-     980,450.5   (mgal)                       NAVD 88
 AJ7139
 AJ7139  VERT ORDER  -  SECOND    CLASS I
 AJ7139
 AJ7139.The horizontal coordinates were scaled from a topographic map and have
 AJ7139.an estimated accuracy of +/- 6 seconds.
 AJ7139
 AJ7139.The orthometric height was determined by differential leveling
 AJ7139.and adjusted by the National Geodetic Survey in June 2004..
 AJ7139
 AJ7139.The geoid height was determined by GEOID03.
 AJ7139
 AJ7139.The dynamic height is computed by dividing the NAVD 88
 AJ7139.geopotential number by the normal gravity value computed on the
 AJ7139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7139.degrees latitude (g = 980.6199 gals.).
 AJ7139
 AJ7139.The modeled gravity was interpolated from observed gravity values.
 AJ7139
 AJ7139;                    North         East    Units  Estimated Accuracy
 AJ7139;SPC MN S     -   255,730.      931,100.      MT  (+/- 180 meters Scaled)
 AJ7139
 AJ7139                          SUPERSEDED SURVEY CONTROL
 AJ7139
 AJ7139.No superseded survey control is available for this station.
 AJ7139
 AJ7139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK514153(NAD 83)
 AJ7139_MARKER: DB = BENCH MARK DISK
 AJ7139_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ7139_STAMPING: 7908 A 1960
 AJ7139_MARK LOGO: MNDT  
 AJ7139_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ7139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ7139
 AJ7139  HISTORY     - Date     Condition        Report By
 AJ7139  HISTORY     - 1960     MONUMENTED       MNDT
 AJ7139  HISTORY     - 19920422 GOOD             MNDT
 AJ7139
 AJ7139                          STATION DESCRIPTION
 AJ7139
 AJ7139'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AJ7139'THE MARK IS LOCATED 5.5 MILES (8.9 KM) SW OF LAKE CITY, 28.5 FT (8.7
 AJ7139'M) NORTH OF COUNTY ROAD 78, IN THE NE 1/4 OF SECTION 27, T111N, R13W,
 AJ7139'AND AT TH 63 MILEPOINT 68.7.  THE MARK, A STANDARD MNDT BENCH MARK
 AJ7139'DISK STAMPED---7908 A 1960---, IS SET IN THE TOP OF A 6 FT (1.8 M)
 AJ7139'DEEP PRECAST CONCRETE POST AND 0.3 FT (9.1 CM) BELOW THE GROUND.  THE
 AJ7139'MARK IS 74.0 FT (22.6 M) NW OF AND 5 FT (1.5 M) LOWER THAN THE
 AJ7139'CENTERLINE OF TH 63 AT STA 1460+13, 3.3 FT (1.0 M) EAST OF A POWER
 AJ7139'POLE WITH A TRANSFORMER, 5.3 FT (1.6 M) SSW OF A RIGHT-OF-WAY POST,
 AJ7139'AND 1.4 FT (0.4 M) SOUTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7138 ***********************************************************************
 AJ7138  DESIGNATION -  7908 B
 AJ7138  PID         -  AJ7138
 AJ7138  STATE/COUNTY-  MN/WABASHA
 AJ7138  USGS QUAD   -  LAKE CITY (1974)
 AJ7138
 AJ7138                         *CURRENT SURVEY CONTROL
 AJ7138  ___________________________________________________________________
 AJ7138* NAD 83(1986)-  44 23 30.     (N)    092 20 54.     (W)     SCALED    
 AJ7138* NAVD 88     -       329.508  (meters)    1081.06   (feet)  ADJUSTED  
 AJ7138  ___________________________________________________________________
 AJ7138  GEOID HEIGHT-         -30.16  (meters)                     GEOID03
 AJ7138  DYNAMIC HT  -         329.456 (meters)    1080.89  (feet)  COMP
 AJ7138  MODELED GRAV-     980,451.4   (mgal)                       NAVD 88
 AJ7138
 AJ7138  VERT ORDER  -  SECOND    CLASS I
 AJ7138
 AJ7138.The horizontal coordinates were scaled from a topographic map and have
 AJ7138.an estimated accuracy of +/- 6 seconds.
 AJ7138
 AJ7138.The orthometric height was determined by differential leveling
 AJ7138.and adjusted by the National Geodetic Survey in June 2004..
 AJ7138
 AJ7138.The geoid height was determined by GEOID03.
 AJ7138
 AJ7138.The dynamic height is computed by dividing the NAVD 88
 AJ7138.geopotential number by the normal gravity value computed on the
 AJ7138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7138.degrees latitude (g = 980.6199 gals.).
 AJ7138
 AJ7138.The modeled gravity was interpolated from observed gravity values.
 AJ7138
 AJ7138;                    North         East    Units  Estimated Accuracy
 AJ7138;SPC MN S     -   255,960.      931,580.      MT  (+/- 180 meters Scaled)
 AJ7138
 AJ7138                          SUPERSEDED SURVEY CONTROL
 AJ7138
 AJ7138.No superseded survey control is available for this station.
 AJ7138
 AJ7138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK519155(NAD 83)
 AJ7138_MARKER: DB = BENCH MARK DISK
 AJ7138_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ7138_STAMPING: 7908 B 1960
 AJ7138_MARK LOGO: MNDT  
 AJ7138_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ7138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ7138
 AJ7138  HISTORY     - Date     Condition        Report By
 AJ7138  HISTORY     - 1960     MONUMENTED       MNDT
 AJ7138  HISTORY     - 19920422 GOOD             MNDT
 AJ7138
 AJ7138                          STATION DESCRIPTION
 AJ7138
 AJ7138'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AJ7138'THE MARK IS LOCATED 5.0 MILES (8.0 KM) SW OF LAKE CITY, 1870 FT (570.0
 AJ7138'M) NE OF COUNTY ROAD 78, IN THE NW 1/4 OF SECTION 26, T111N, R13W, AND
 AJ7138'AT TH 63 MILEPOINT 69.10.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AJ7138'STAMPED---7908 B 1960---, IS SET IN THE TOP OF A 6 FT (1.8 M) DEEP
 AJ7138'PRECAST CONCRETE POST AND 0.2 FT (6.1 CM) ABOVE THE GROUND.  THE MARK
 AJ7138'IS 96.0 FT (29.3 M) SE OF THE CENTERLINE OF TH 63 AT STA 1479+05, 7.0
 AJ7138'FT (2.1 M) NORTH OF A FENCE CORNER, 5.6 FT (1.7 M) NW OF A FENCE LINE,
 AJ7138'5.5 FT (1.7 M) NORTH OF A RIGHT-OF-WAY POST, 4.3 FT (1.3 M) NE OF A
 AJ7138'FENCE LINE, AND 1.0 FT (0.3 M) NW OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7137 ***********************************************************************
 AJ7137  DESIGNATION -  7908 C
 AJ7137  PID         -  AJ7137
 AJ7137  STATE/COUNTY-  MN/WABASHA
 AJ7137  USGS QUAD   -  LAKE CITY (1974)
 AJ7137
 AJ7137                         *CURRENT SURVEY CONTROL
 AJ7137  ___________________________________________________________________
 AJ7137* NAD 83(1986)-  44 23 51.     (N)    092 20 19.     (W)     SCALED    
 AJ7137* NAVD 88     -       317.895  (meters)    1042.96   (feet)  ADJUSTED  
 AJ7137  ___________________________________________________________________
 AJ7137  GEOID HEIGHT-         -30.17  (meters)                     GEOID03
 AJ7137  DYNAMIC HT  -         317.845 (meters)    1042.80  (feet)  COMP
 AJ7137  MODELED GRAV-     980,453.8   (mgal)                       NAVD 88
 AJ7137
 AJ7137  VERT ORDER  -  SECOND    CLASS I
 AJ7137
 AJ7137.The horizontal coordinates were scaled from a topographic map and have
 AJ7137.an estimated accuracy of +/- 6 seconds.
 AJ7137
 AJ7137.The orthometric height was determined by differential leveling
 AJ7137.and adjusted by the National Geodetic Survey in June 2004..
 AJ7137
 AJ7137.The geoid height was determined by GEOID03.
 AJ7137
 AJ7137.The dynamic height is computed by dividing the NAVD 88
 AJ7137.geopotential number by the normal gravity value computed on the
 AJ7137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7137.degrees latitude (g = 980.6199 gals.).
 AJ7137
 AJ7137.The modeled gravity was interpolated from observed gravity values.
 AJ7137
 AJ7137;                    North         East    Units  Estimated Accuracy
 AJ7137;SPC MN S     -   256,620.      932,340.      MT  (+/- 180 meters Scaled)
 AJ7137
 AJ7137                          SUPERSEDED SURVEY CONTROL
 AJ7137
 AJ7137.No superseded survey control is available for this station.
 AJ7137
 AJ7137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK526162(NAD 83)
 AJ7137_MARKER: DB = BENCH MARK DISK
 AJ7137_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ7137_STAMPING: 7908 C 1960
 AJ7137_MARK LOGO: MNDT  
 AJ7137_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ7137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ7137
 AJ7137  HISTORY     - Date     Condition        Report By
 AJ7137  HISTORY     - 1960     MONUMENTED       MNDT
 AJ7137  HISTORY     - 19920422 GOOD             MNDT
 AJ7137
 AJ7137                          STATION DESCRIPTION
 AJ7137
 AJ7137'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AJ7137'THE MARK IS LOCATED 4.5 MILES (7.2 KM) SW OF LAKE CITY, 1 MILE (1.6
 AJ7137'KM) NE OF COUNTY ROAD 78, IN THE SE 1/4 OF SECTION 23, T111N, R13W,
 AJ7137'AND AT TH 63 MILEPOINT 69.50.  THE MARK, A STANDARD MNDT BENCH MARK
 AJ7137'DISK STAMPED---7908 C 1960---, IS SET IN THE TOP OF A 6 FT (1.8 M)
 AJ7137'DEEP PRECAST CONCRETE POST.  THE MARK IS 78.0 FT (23.8 M) SE OF THE
 AJ7137'CENTERLINE OF TH 63 AT STA 1512+97, 42.3 FT (12.9 M) WNW OF POWER POLE
 AJ7137'NUMBER 65-T, 25.3 FT (7.7 M) OF A POWERLINE SERVICE ROAD, AND 1.3 FT
 AJ7137'(0.4 M) NNW OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7136 ***********************************************************************
 AJ7136  DESIGNATION -  7908 D
 AJ7136  PID         -  AJ7136
 AJ7136  STATE/COUNTY-  MN/WABASHA
 AJ7136  USGS QUAD   -  LAKE CITY (1974)
 AJ7136
 AJ7136                         *CURRENT SURVEY CONTROL
 AJ7136  ___________________________________________________________________
 AJ7136* NAD 83(1986)-  44 24 28.     (N)    092 19 35.     (W)     SCALED    
 AJ7136* NAVD 88     -       261.125  (meters)     856.71   (feet)  ADJUSTED  
 AJ7136  ___________________________________________________________________
 AJ7136  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AJ7136  DYNAMIC HT  -         261.085 (meters)     856.58  (feet)  COMP
 AJ7136  MODELED GRAV-     980,458.9   (mgal)                       NAVD 88
 AJ7136
 AJ7136  VERT ORDER  -  SECOND    CLASS I
 AJ7136
 AJ7136.The horizontal coordinates were scaled from a topographic map and have
 AJ7136.an estimated accuracy of +/- 6 seconds.
 AJ7136
 AJ7136.The orthometric height was determined by differential leveling
 AJ7136.and adjusted by the National Geodetic Survey in June 2004..
 AJ7136
 AJ7136.The geoid height was determined by GEOID03.
 AJ7136
 AJ7136.The dynamic height is computed by dividing the NAVD 88
 AJ7136.geopotential number by the normal gravity value computed on the
 AJ7136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7136.degrees latitude (g = 980.6199 gals.).
 AJ7136
 AJ7136.The modeled gravity was interpolated from observed gravity values.
 AJ7136
 AJ7136;                    North         East    Units  Estimated Accuracy
 AJ7136;SPC MN S     -   257,780.      933,290.      MT  (+/- 180 meters Scaled)
 AJ7136
 AJ7136                          SUPERSEDED SURVEY CONTROL
 AJ7136
 AJ7136.No superseded survey control is available for this station.
 AJ7136
 AJ7136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK536173(NAD 83)
 AJ7136_MARKER: DB = BENCH MARK DISK
 AJ7136_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7136_SP_SET: BRIDGE ABUTMENT
 AJ7136_STAMPING: 7908 D 1960
 AJ7136_MARK LOGO: MNDT  
 AJ7136_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7136
 AJ7136  HISTORY     - Date     Condition        Report By
 AJ7136  HISTORY     - 1960     MONUMENTED       MNDT
 AJ7136  HISTORY     - 19920422 GOOD             MNDT
 AJ7136
 AJ7136                          STATION DESCRIPTION
 AJ7136
 AJ7136'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AJ7136'THE MARK IS LOCATED 3.5 MILES (5.6 KM) SW OF LAKE CITY, IN THE NW 1/4
 AJ7136'OF SECTION 24, T111N, R13W, AT TH 63 MILEPOINT 70.45.  THE MARK, A
 AJ7136'STANDARD MNDT BENCH MARK DISK STAMPED---7908 D 1960---, IS SET IN THE
 AJ7136'TOP OF THE ABUTMENT AT THE NE CORNER OF BRIDGE NUMBER 9167.  THE MARK
 AJ7136'IS 17.5 FT (5.3 M) SOUTH OF THE CENTERLINE OF TH 63 AT STA 1556+80,
 AJ7136'2100 FT (640.1 M) SW OF A SCHOOL, AND 3600 FT (1097.3 M) SE OF COUNTY
 AJ7136'ROAD 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7135 ***********************************************************************
 AJ7135  DESIGNATION -  7908 E
 AJ7135  PID         -  AJ7135
 AJ7135  STATE/COUNTY-  MN/WABASHA
 AJ7135  USGS QUAD   -  LAKE CITY (1974)
 AJ7135
 AJ7135                         *CURRENT SURVEY CONTROL
 AJ7135  ___________________________________________________________________
 AJ7135* NAD 83(1986)-  44 24 32.     (N)    092 19 06.     (W)     SCALED    
 AJ7135* NAVD 88     -       251.238  (meters)     824.27   (feet)  ADJUSTED  
 AJ7135  ___________________________________________________________________
 AJ7135  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AJ7135  DYNAMIC HT  -         251.200 (meters)     824.15  (feet)  COMP
 AJ7135  MODELED GRAV-     980,461.0   (mgal)                       NAVD 88
 AJ7135
 AJ7135  VERT ORDER  -  SECOND    CLASS I
 AJ7135
 AJ7135.The horizontal coordinates were scaled from a topographic map and have
 AJ7135.an estimated accuracy of +/- 6 seconds.
 AJ7135
 AJ7135.The orthometric height was determined by differential leveling
 AJ7135.and adjusted by the National Geodetic Survey in June 2004..
 AJ7135
 AJ7135.The geoid height was determined by GEOID03.
 AJ7135
 AJ7135.The dynamic height is computed by dividing the NAVD 88
 AJ7135.geopotential number by the normal gravity value computed on the
 AJ7135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7135.degrees latitude (g = 980.6199 gals.).
 AJ7135
 AJ7135.The modeled gravity was interpolated from observed gravity values.
 AJ7135
 AJ7135;                    North         East    Units  Estimated Accuracy
 AJ7135;SPC MN S     -   257,920.      933,930.      MT  (+/- 180 meters Scaled)
 AJ7135
 AJ7135                          SUPERSEDED SURVEY CONTROL
 AJ7135
 AJ7135.No superseded survey control is available for this station.
 AJ7135
 AJ7135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK542175(NAD 83)
 AJ7135_MARKER: DB = BENCH MARK DISK
 AJ7135_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7135_SP_SET: BRIDGE ABUTMENT
 AJ7135_STAMPING: 7908 E 1960
 AJ7135_MARK LOGO: MNDT  
 AJ7135_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7135
 AJ7135  HISTORY     - Date     Condition        Report By
 AJ7135  HISTORY     - 1960     MONUMENTED       MNDT
 AJ7135  HISTORY     - 19920422 GOOD             MNDT
 AJ7135
 AJ7135                          STATION DESCRIPTION
 AJ7135
 AJ7135'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AJ7135'THE MARK IS LOCATED 3.25 MILE (5.23 KM) SW OF LAKE CITY, IN THE NE 1/4
 AJ7135'OF SECTION 24, T111N, R13W, AT TH 63 MILEPOINT 70.95.  THE MARK, A
 AJ7135'STANDARD MNDT BENCH MARK DISK STAMPED---7908 E 1960---, IS SET IN THE
 AJ7135'TOP OF THE ABUTMENT AT THE NE CORNER OF BRIDGE NUMBER 9166.  THE MARK
 AJ7135'IS 19.5 FT (5.9 M) SOUTH OF THE CENTERLINE OF TH 63 AT STA 1583+90,
 AJ7135'AND 1220 FT (371.9 M) SW OF COUNTY RD 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7131 ***********************************************************************
 AJ7131  DESIGNATION -  7908 F
 AJ7131  PID         -  AJ7131
 AJ7131  STATE/COUNTY-  MN/WABASHA
 AJ7131  USGS QUAD   -  LAKE CITY (1974)
 AJ7131
 AJ7131                         *CURRENT SURVEY CONTROL
 AJ7131  ___________________________________________________________________
 AJ7131* NAD 83(1986)-  44 24 56.     (N)    092 18 28.     (W)     SCALED    
 AJ7131* NAVD 88     -       234.386  (meters)     768.98   (feet)  ADJUSTED  
 AJ7131  ___________________________________________________________________
 AJ7131  GEOID HEIGHT-         -30.21  (meters)                     GEOID03
 AJ7131  DYNAMIC HT  -         234.352 (meters)     768.87  (feet)  COMP
 AJ7131  MODELED GRAV-     980,465.9   (mgal)                       NAVD 88
 AJ7131
 AJ7131  VERT ORDER  -  SECOND    CLASS I
 AJ7131
 AJ7131.The horizontal coordinates were scaled from a topographic map and have
 AJ7131.an estimated accuracy of +/- 6 seconds.
 AJ7131
 AJ7131.The orthometric height was determined by differential leveling
 AJ7131.and adjusted by the National Geodetic Survey in June 2004..
 AJ7131
 AJ7131.The geoid height was determined by GEOID03.
 AJ7131
 AJ7131.The dynamic height is computed by dividing the NAVD 88
 AJ7131.geopotential number by the normal gravity value computed on the
 AJ7131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7131.degrees latitude (g = 980.6199 gals.).
 AJ7131
 AJ7131.The modeled gravity was interpolated from observed gravity values.
 AJ7131
 AJ7131;                    North         East    Units  Estimated Accuracy
 AJ7131;SPC MN S     -   258,680.      934,760.      MT  (+/- 180 meters Scaled)
 AJ7131
 AJ7131                          SUPERSEDED SURVEY CONTROL
 AJ7131
 AJ7131.No superseded survey control is available for this station.
 AJ7131
 AJ7131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK551182(NAD 83)
 AJ7131_MARKER: DB = BENCH MARK DISK
 AJ7131_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ7131_STAMPING: 7908 F 1960
 AJ7131_MARK LOGO: MNDT  
 AJ7131_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ7131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ7131
 AJ7131  HISTORY     - Date     Condition        Report By
 AJ7131  HISTORY     - 1960     MONUMENTED       MNDT
 AJ7131  HISTORY     - 19920421 GOOD             MNDT
 AJ7131
 AJ7131                          STATION DESCRIPTION
 AJ7131
 AJ7131'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AJ7131'THE MARK IS LOCATED 2.5 MILE (4.0 KM) SW OF LAKE CITY, IN THE SW 1/4
 AJ7131'OF SECTION 18, T111N, R12W, AT TH 63 MILEPOINT 71.85.  THE MARK, A
 AJ7131'STANDARD MNDT BENCH MARK DISK STAMPED---7908 F 1960---, IS SET IN THE
 AJ7131'TOP OF A 6 FT (1.8 M) DEEP PRECAST CONCRETE POST THAT IS 0.4 FT (12.2
 AJ7131'CM) BELOW THE GROUND.  THE MARK IS 67.0 FT (20.4 M) EAST OF AND 6 FT
 AJ7131'(1.8 M) LOWER THAN THE CENTERLINE OF TH 63 AT STA 1620+82, 15.2 FT
 AJ7131'(4.6 M) SSE OF A RIGHT-OF-WAY POST, 6.2 FT (1.9 M) WEST OF A FENCE
 AJ7131'LINE, AND 1.4 FT (0.4 M) WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7130 ***********************************************************************
 AJ7130  DESIGNATION -  7908 G
 AJ7130  PID         -  AJ7130
 AJ7130  STATE/COUNTY-  MN/WABASHA
 AJ7130  USGS QUAD   -  LAKE CITY (1974)
 AJ7130
 AJ7130                         *CURRENT SURVEY CONTROL
 AJ7130  ___________________________________________________________________
 AJ7130* NAD 83(1986)-  44 25 15.     (N)    092 18 05.     (W)     SCALED    
 AJ7130* NAVD 88     -       228.070  (meters)     748.26   (feet)  ADJUSTED  
 AJ7130  ___________________________________________________________________
 AJ7130  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 AJ7130  DYNAMIC HT  -         228.037 (meters)     748.15  (feet)  COMP
 AJ7130  MODELED GRAV-     980,469.5   (mgal)                       NAVD 88
 AJ7130
 AJ7130  VERT ORDER  -  SECOND    CLASS I
 AJ7130
 AJ7130.The horizontal coordinates were scaled from a topographic map and have
 AJ7130.an estimated accuracy of +/- 6 seconds.
 AJ7130
 AJ7130.The orthometric height was determined by differential leveling
 AJ7130.and adjusted by the National Geodetic Survey in June 2004..
 AJ7130
 AJ7130.The geoid height was determined by GEOID03.
 AJ7130
 AJ7130.The dynamic height is computed by dividing the NAVD 88
 AJ7130.geopotential number by the normal gravity value computed on the
 AJ7130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7130.degrees latitude (g = 980.6199 gals.).
 AJ7130
 AJ7130.The modeled gravity was interpolated from observed gravity values.
 AJ7130
 AJ7130;                    North         East    Units  Estimated Accuracy
 AJ7130;SPC MN S     -   259,280.      935,250.      MT  (+/- 180 meters Scaled)
 AJ7130
 AJ7130                          SUPERSEDED SURVEY CONTROL
 AJ7130
 AJ7130.No superseded survey control is available for this station.
 AJ7130
 AJ7130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK556188(NAD 83)
 AJ7130_MARKER: DB = BENCH MARK DISK
 AJ7130_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ7130_STAMPING: 7908 G 1960
 AJ7130_MARK LOGO: MNDT  
 AJ7130_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ7130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ7130
 AJ7130  HISTORY     - Date     Condition        Report By
 AJ7130  HISTORY     - 1960     MONUMENTED       MNDT
 AJ7130  HISTORY     - 19920421 GOOD             MNDT
 AJ7130
 AJ7130                          STATION DESCRIPTION
 AJ7130
 AJ7130'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AJ7130'THE MARK IS LOCATED 1.1 MILE (1.8 KM) SW OF THE SOUTH LIMITS OF LAKE
 AJ7130'CITY, IN THE NW 1/4 OF SECTION 18, T111N, R12W, AT TH 63 MILEPOINT
 AJ7130'72.25.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7908 G
 AJ7130'1960---, IS SET IN THE TOP OF A 6 FT (1.8 M) DEEP PRECAST CONCRETE
 AJ7130'POST THAT IS 0.5 FT (15.2 CM) BELOW THE GROUND.  THE MARK IS 87.5 FT
 AJ7130'(26.7 M) NW OF AND 4 FT (1.2 M) LOWER THAN THE CENTERLINE OF TH 63 AT
 AJ7130'STA 1643+63, 60.0 FT (18.3 M) SW OF A TWP ROAD, 93.6 FT (28.5 M) ESE
 AJ7130'OF A POWER POLE, AND 1.6 FT (0.5 M) SE OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7129 ***********************************************************************
 AJ7129  DESIGNATION -  7908 H
 AJ7129  PID         -  AJ7129
 AJ7129  STATE/COUNTY-  MN/WABASHA
 AJ7129  USGS QUAD   -  LAKE CITY (1974)
 AJ7129
 AJ7129                         *CURRENT SURVEY CONTROL
 AJ7129  ___________________________________________________________________
 AJ7129* NAD 83(1986)-  44 25 41.     (N)    092 17 28.     (W)     SCALED    
 AJ7129* NAVD 88     -       222.474  (meters)     729.90   (feet)  ADJUSTED  
 AJ7129  ___________________________________________________________________
 AJ7129  GEOID HEIGHT-         -30.23  (meters)                     GEOID03
 AJ7129  DYNAMIC HT  -         222.443 (meters)     729.80  (feet)  COMP
 AJ7129  MODELED GRAV-     980,475.1   (mgal)                       NAVD 88
 AJ7129
 AJ7129  VERT ORDER  -  SECOND    CLASS I
 AJ7129
 AJ7129.The horizontal coordinates were scaled from a topographic map and have
 AJ7129.an estimated accuracy of +/- 6 seconds.
 AJ7129
 AJ7129.The orthometric height was determined by differential leveling
 AJ7129.and adjusted by the National Geodetic Survey in June 2004..
 AJ7129
 AJ7129.The geoid height was determined by GEOID03.
 AJ7129
 AJ7129.The dynamic height is computed by dividing the NAVD 88
 AJ7129.geopotential number by the normal gravity value computed on the
 AJ7129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7129.degrees latitude (g = 980.6199 gals.).
 AJ7129
 AJ7129.The modeled gravity was interpolated from observed gravity values.
 AJ7129
 AJ7129;                    North         East    Units  Estimated Accuracy
 AJ7129;SPC MN S     -   260,100.      936,050.      MT  (+/- 180 meters Scaled)
 AJ7129
 AJ7129                          SUPERSEDED SURVEY CONTROL
 AJ7129
 AJ7129.No superseded survey control is available for this station.
 AJ7129
 AJ7129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK564196(NAD 83)
 AJ7129_MARKER: DB = BENCH MARK DISK
 AJ7129_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ7129_STAMPING: 7908 H 1960
 AJ7129_MARK LOGO: MNDT  
 AJ7129_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ7129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ7129
 AJ7129  HISTORY     - Date     Condition        Report By
 AJ7129  HISTORY     - 1960     MONUMENTED       MNDT
 AJ7129  HISTORY     - 19920421 GOOD             MNDT
 AJ7129
 AJ7129                          STATION DESCRIPTION
 AJ7129
 AJ7129'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AJ7129'THE MARK IS LOCATED 0.3 MILE (0.5 KM) SW OF THE SOUTH LIMITS OF LAKE
 AJ7129'CITY, IN THE SE 1/4 OF SECTION 7, T111N, R12W, AT TH 63 MILEPOINT
 AJ7129'72.95.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---7908 H
 AJ7129'1960---, IS SET IN THE TOP OF A 6 FT (1.8 M) DEEP PRECAST CONCRETE
 AJ7129'POST.  THE MARK IS 103 FT (31.4 M) EAST OF THE CENTERLINE OF TH 63 AT
 AJ7129'STA 1687+84, 200 FT (61.0 M) SE OF A VFW BUILDING, 7.4 FT (2.3 M) SW
 AJ7129'OF A FENCE CORNER, AND 1.3 FT (0.4 M) SW OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7128 ***********************************************************************
 AJ7128  DESIGNATION -  7908 JJ
 AJ7128  PID         -  AJ7128
 AJ7128  STATE/COUNTY-  MN/WABASHA
 AJ7128  USGS QUAD   -  LAKE CITY (1974)
 AJ7128
 AJ7128                         *CURRENT SURVEY CONTROL
 AJ7128  ___________________________________________________________________
 AJ7128* NAD 83(1986)-  44 26 12.     (N)    092 16 56.     (W)     SCALED    
 AJ7128* NAVD 88     -       212.848  (meters)     698.32   (feet)  ADJUSTED  
 AJ7128  ___________________________________________________________________
 AJ7128  GEOID HEIGHT-         -30.25  (meters)                     GEOID03
 AJ7128  DYNAMIC HT  -         212.820 (meters)     698.23  (feet)  COMP
 AJ7128  MODELED GRAV-     980,481.3   (mgal)                       NAVD 88
 AJ7128
 AJ7128  VERT ORDER  -  SECOND    CLASS I
 AJ7128
 AJ7128.The horizontal coordinates were scaled from a topographic map and have
 AJ7128.an estimated accuracy of +/- 6 seconds.
 AJ7128
 AJ7128.The orthometric height was determined by differential leveling
 AJ7128.and adjusted by the National Geodetic Survey in June 2004..
 AJ7128
 AJ7128.The geoid height was determined by GEOID03.
 AJ7128
 AJ7128.The dynamic height is computed by dividing the NAVD 88
 AJ7128.geopotential number by the normal gravity value computed on the
 AJ7128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7128.degrees latitude (g = 980.6199 gals.).
 AJ7128
 AJ7128.The modeled gravity was interpolated from observed gravity values.
 AJ7128
 AJ7128;                    North         East    Units  Estimated Accuracy
 AJ7128;SPC MN S     -   261,070.      936,740.      MT  (+/- 180 meters Scaled)
 AJ7128
 AJ7128                          SUPERSEDED SURVEY CONTROL
 AJ7128
 AJ7128.No superseded survey control is available for this station.
 AJ7128
 AJ7128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK571206(NAD 83)
 AJ7128_MARKER: DV = VERTICAL CONTROL DISK
 AJ7128_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ7128_STAMPING: 7908 JJ 1992
 AJ7128_MARK LOGO: MNDT  
 AJ7128_PROJECTION: FLUSH
 AJ7128_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ7128+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AJ7128_ROD/PIPE-DEPTH: 15.2 meters
 AJ7128
 AJ7128  HISTORY     - Date     Condition        Report By
 AJ7128  HISTORY     - 1992     MONUMENTED       MNDT
 AJ7128
 AJ7128                          STATION DESCRIPTION
 AJ7128
 AJ7128'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AJ7128'THE MARK IS 1.4 MILES (2.3 KM) SW OF THE JCT OF TH 63 AND TH 61 IN
 AJ7128'LAKE CITY, 73.5 FT (22.4 M) NW OF TH 63, AT TH 63 MP 73.7, 34 FT (10.4
 AJ7128'M) NE OF A FIELD ENT, 2.3 FT (0.7 M) SW OF A POWER POLE, 1.3 FT (0.4
 AJ7128'M) NE OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7152 ***********************************************************************
 AJ7152  DESIGNATION -  7908 K
 AJ7152  PID         -  AJ7152
 AJ7152  STATE/COUNTY-  MN/WABASHA
 AJ7152  USGS QUAD   -  ZUMBRO FALLS (1974)
 AJ7152
 AJ7152                         *CURRENT SURVEY CONTROL
 AJ7152  ___________________________________________________________________
 AJ7152* NAD 83(1986)-  44 17 27.     (N)    092 25 00.     (W)     SCALED    
 AJ7152* NAVD 88     -       284.101  (meters)     932.09   (feet)  ADJUSTED  
 AJ7152  ___________________________________________________________________
 AJ7152  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 AJ7152  DYNAMIC HT  -         284.059 (meters)     931.95  (feet)  COMP
 AJ7152  MODELED GRAV-     980,461.8   (mgal)                       NAVD 88
 AJ7152
 AJ7152  VERT ORDER  -  SECOND    CLASS I
 AJ7152
 AJ7152.The horizontal coordinates were scaled from a topographic map and have
 AJ7152.an estimated accuracy of +/- 6 seconds.
 AJ7152
 AJ7152.The orthometric height was determined by differential leveling
 AJ7152.and adjusted by the National Geodetic Survey in June 2004..
 AJ7152
 AJ7152.The geoid height was determined by GEOID03.
 AJ7152
 AJ7152.The dynamic height is computed by dividing the NAVD 88
 AJ7152.geopotential number by the normal gravity value computed on the
 AJ7152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7152.degrees latitude (g = 980.6199 gals.).
 AJ7152
 AJ7152.The modeled gravity was interpolated from observed gravity values.
 AJ7152
 AJ7152;                    North         East    Units  Estimated Accuracy
 AJ7152;SPC MN S     -   244,650.      926,350.      MT  (+/- 180 meters Scaled)
 AJ7152
 AJ7152                          SUPERSEDED SURVEY CONTROL
 AJ7152
 AJ7152.No superseded survey control is available for this station.
 AJ7152
 AJ7152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK465043(NAD 83)
 AJ7152_MARKER: DV = VERTICAL CONTROL DISK
 AJ7152_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ7152_STAMPING: 7908 K 1992
 AJ7152_MARK LOGO: MNDT  
 AJ7152_PROJECTION: PROJECTING 5 CENTIMETERS
 AJ7152_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ7152+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AJ7152_ROD/PIPE-DEPTH:  3.7 meters
 AJ7152
 AJ7152  HISTORY     - Date     Condition        Report By
 AJ7152  HISTORY     - 1992     MONUMENTED       MNDT
 AJ7152
 AJ7152                          STATION DESCRIPTION
 AJ7152
 AJ7152'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AJ7152'THE MARK IS 0.6 MILE (1.0 KM) NORTH OF ZUMBRO FALLS, 97.0 FT (29.6 M)
 AJ7152'NW OF TH 63, AT TH 63 MP 60.35, 1.5 FT (0.5 M) SE OF A POWER POLE,
 AJ7152'29.7 FT (9.1 M) WNW OF AN UNDERGROUND TELEPHONE CABLE PEDESTAL, 2.0 FT
 AJ7152'(0.6 M) SW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7149 ***********************************************************************
 AJ7149  DESIGNATION -  7908 L
 AJ7149  PID         -  AJ7149
 AJ7149  STATE/COUNTY-  MN/WABASHA
 AJ7149  USGS QUAD   -  ZUMBRO FALLS (1974)
 AJ7149
 AJ7149                         *CURRENT SURVEY CONTROL
 AJ7149  ___________________________________________________________________
 AJ7149* NAD 83(1986)-  44 18 50.     (N)    092 24 02.     (W)     SCALED    
 AJ7149* NAVD 88     -       312.360  (meters)    1024.80   (feet)  ADJUSTED  
 AJ7149  ___________________________________________________________________
 AJ7149  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 AJ7149  DYNAMIC HT  -         312.312 (meters)    1024.64  (feet)  COMP
 AJ7149  MODELED GRAV-     980,454.4   (mgal)                       NAVD 88
 AJ7149
 AJ7149  VERT ORDER  -  SECOND    CLASS I
 AJ7149
 AJ7149.The horizontal coordinates were scaled from a topographic map and have
 AJ7149.an estimated accuracy of +/- 6 seconds.
 AJ7149
 AJ7149.The orthometric height was determined by differential leveling
 AJ7149.and adjusted by the National Geodetic Survey in June 2004..
 AJ7149
 AJ7149.The geoid height was determined by GEOID03.
 AJ7149
 AJ7149.The dynamic height is computed by dividing the NAVD 88
 AJ7149.geopotential number by the normal gravity value computed on the
 AJ7149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7149.degrees latitude (g = 980.6199 gals.).
 AJ7149
 AJ7149.The modeled gravity was interpolated from observed gravity values.
 AJ7149
 AJ7149;                    North         East    Units  Estimated Accuracy
 AJ7149;SPC MN S     -   247,240.      927,590.      MT  (+/- 180 meters Scaled)
 AJ7149
 AJ7149                          SUPERSEDED SURVEY CONTROL
 AJ7149
 AJ7149.No superseded survey control is available for this station.
 AJ7149
 AJ7149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK478069(NAD 83)
 AJ7149_MARKER: DV = VERTICAL CONTROL DISK
 AJ7149_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ7149_STAMPING: 7908 L 1992
 AJ7149_MARK LOGO: MNDT  
 AJ7149_PROJECTION: RECESSED 5 CENTIMETERS
 AJ7149_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7149+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AJ7149_ROD/PIPE-DEPTH:  3.0 meters
 AJ7149
 AJ7149  HISTORY     - Date     Condition        Report By
 AJ7149  HISTORY     - 1992     MONUMENTED       MNDT
 AJ7149
 AJ7149                          STATION DESCRIPTION
 AJ7149
 AJ7149'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AJ7149'THE MARK IS 2.2 MILES (3.5 KM) NORTH OF ZUMBRO FALLS, 74.5 FT (22.7 M)
 AJ7149'WEST OF TH 63, AT TH 63 MP 62.2, 0.7 FT (21.3 CM) ESE OF A WITNESS
 AJ7149'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7146 ***********************************************************************
 AJ7146  DESIGNATION -  7908 M
 AJ7146  PID         -  AJ7146
 AJ7146  STATE/COUNTY-  MN/WABASHA
 AJ7146  USGS QUAD   -  ZUMBRO FALLS (1974)
 AJ7146
 AJ7146                         *CURRENT SURVEY CONTROL
 AJ7146  ___________________________________________________________________
 AJ7146* NAD 83(1986)-  44 20 56.     (N)    092 24 20.     (W)     SCALED    
 AJ7146* NAVD 88     -       335.559  (meters)    1100.91   (feet)  ADJUSTED  
 AJ7146  ___________________________________________________________________
 AJ7146  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 AJ7146  DYNAMIC HT  -         335.503 (meters)    1100.73  (feet)  COMP
 AJ7146  MODELED GRAV-     980,443.5   (mgal)                       NAVD 88
 AJ7146
 AJ7146  VERT ORDER  -  SECOND    CLASS I
 AJ7146
 AJ7146.The horizontal coordinates were scaled from a topographic map and have
 AJ7146.an estimated accuracy of +/- 6 seconds.
 AJ7146
 AJ7146.The orthometric height was determined by differential leveling
 AJ7146.and adjusted by the National Geodetic Survey in June 2004..
 AJ7146
 AJ7146.The geoid height was determined by GEOID03.
 AJ7146
 AJ7146.The dynamic height is computed by dividing the NAVD 88
 AJ7146.geopotential number by the normal gravity value computed on the
 AJ7146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7146.degrees latitude (g = 980.6199 gals.).
 AJ7146
 AJ7146.The modeled gravity was interpolated from observed gravity values.
 AJ7146
 AJ7146;                    North         East    Units  Estimated Accuracy
 AJ7146;SPC MN S     -   251,120.      927,120.      MT  (+/- 180 meters Scaled)
 AJ7146
 AJ7146                          SUPERSEDED SURVEY CONTROL
 AJ7146
 AJ7146.No superseded survey control is available for this station.
 AJ7146
 AJ7146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK473107(NAD 83)
 AJ7146_MARKER: DV = VERTICAL CONTROL DISK
 AJ7146_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ7146_SP_SET: BOX CULVERT
 AJ7146_STAMPING: 7908 M 1992
 AJ7146_MARK LOGO: MNDT  
 AJ7146_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7146+STABILITY: SURFACE MOTION
 AJ7146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ7146+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AJ7146
 AJ7146  HISTORY     - Date     Condition        Report By
 AJ7146  HISTORY     - 1992     MONUMENTED       MNDT
 AJ7146
 AJ7146                          STATION DESCRIPTION
 AJ7146
 AJ7146'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AJ7146'THE MARK IS 4.7 MILES (7.6 KM) NORTH OF ZUMBRO FALLS, 29.5 FT (9.0 M)
 AJ7146'SE OF TH 63, AT TH 63 MP 64.8, 0.8 FT (24.4 CM) NE OF THE SE COR OF A
 AJ7146'BOX CULVERT, 1.6 FT (0.5 M) NE OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7143 ***********************************************************************
 AJ7143  DESIGNATION -  7908 N
 AJ7143  PID         -  AJ7143
 AJ7143  STATE/COUNTY-  MN/WABASHA
 AJ7143  USGS QUAD   -  ZUMBRO FALLS (1974)
 AJ7143
 AJ7143                         *CURRENT SURVEY CONTROL
 AJ7143  ___________________________________________________________________
 AJ7143* NAD 83(1986)-  44 21 27.     (N)    092 23 44.     (W)     SCALED    
 AJ7143* NAVD 88     -       339.035  (meters)    1112.32   (feet)  ADJUSTED  
 AJ7143  ___________________________________________________________________
 AJ7143  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 AJ7143  DYNAMIC HT  -         338.978 (meters)    1112.13  (feet)  COMP
 AJ7143  MODELED GRAV-     980,442.5   (mgal)                       NAVD 88
 AJ7143
 AJ7143  VERT ORDER  -  SECOND    CLASS I
 AJ7143
 AJ7143.The horizontal coordinates were scaled from a topographic map and have
 AJ7143.an estimated accuracy of +/- 6 seconds.
 AJ7143
 AJ7143.The orthometric height was determined by differential leveling
 AJ7143.and adjusted by the National Geodetic Survey in June 2004..
 AJ7143
 AJ7143.The geoid height was determined by GEOID03.
 AJ7143
 AJ7143.The dynamic height is computed by dividing the NAVD 88
 AJ7143.geopotential number by the normal gravity value computed on the
 AJ7143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7143.degrees latitude (g = 980.6199 gals.).
 AJ7143
 AJ7143.The modeled gravity was interpolated from observed gravity values.
 AJ7143
 AJ7143;                    North         East    Units  Estimated Accuracy
 AJ7143;SPC MN S     -   252,090.      927,890.      MT  (+/- 180 meters Scaled)
 AJ7143
 AJ7143                          SUPERSEDED SURVEY CONTROL
 AJ7143
 AJ7143.No superseded survey control is available for this station.
 AJ7143
 AJ7143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK481117(NAD 83)
 AJ7143_MARKER: DV = VERTICAL CONTROL DISK
 AJ7143_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ7143_STAMPING: 7908 N 1992
 AJ7143_MARK LOGO: MNDT  
 AJ7143_PROJECTION: RECESSED 3 CENTIMETERS
 AJ7143_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7143+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AJ7143_ROD/PIPE-DEPTH:  4.6 meters
 AJ7143
 AJ7143  HISTORY     - Date     Condition        Report By
 AJ7143  HISTORY     - 1992     MONUMENTED       MNDT
 AJ7143
 AJ7143                          STATION DESCRIPTION
 AJ7143
 AJ7143'DESCRIBED BY MN DEPT OF TRANSP 1992 (GFK)
 AJ7143'THE MARK IS 5.5 MILES (8.9 KM) NNE OF ZUMBRO FALLS, 56.5 FT (17.2 M)
 AJ7143'NW OF TH 63, AT TH 63 MP 65.55, 3.7 FT (1.1 M) SW OF A GATE POST, 12.0
 AJ7143'FT (3.7 M) SW OF A PASTURE DRIVE, 1.0 FT (0.3 M) ESE OF A FENCELINE,
 AJ7143'1.0 FT (0.3 M) ESE OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7142 ***********************************************************************
 AJ7142  DESIGNATION -  7908 P
 AJ7142  PID         -  AJ7142
 AJ7142  STATE/COUNTY-  MN/WABASHA
 AJ7142  USGS QUAD   -  ZUMBRO FALLS (1974)
 AJ7142
 AJ7142                         *CURRENT SURVEY CONTROL
 AJ7142  ___________________________________________________________________
 AJ7142* NAD 83(1986)-  44 21 57.     (N)    092 22 59.     (W)     SCALED    
 AJ7142* NAVD 88     -       334.726  (meters)    1098.18   (feet)  ADJUSTED  
 AJ7142  ___________________________________________________________________
 AJ7142  GEOID HEIGHT-         -30.11  (meters)                     GEOID03
 AJ7142  DYNAMIC HT  -         334.671 (meters)    1098.00  (feet)  COMP
 AJ7142  MODELED GRAV-     980,444.8   (mgal)                       NAVD 88
 AJ7142
 AJ7142  VERT ORDER  -  SECOND    CLASS I
 AJ7142
 AJ7142.The horizontal coordinates were scaled from a topographic map and have
 AJ7142.an estimated accuracy of +/- 6 seconds.
 AJ7142
 AJ7142.The orthometric height was determined by differential leveling
 AJ7142.and adjusted by the National Geodetic Survey in June 2004..
 AJ7142
 AJ7142.The geoid height was determined by GEOID03.
 AJ7142
 AJ7142.The dynamic height is computed by dividing the NAVD 88
 AJ7142.geopotential number by the normal gravity value computed on the
 AJ7142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7142.degrees latitude (g = 980.6199 gals.).
 AJ7142
 AJ7142.The modeled gravity was interpolated from observed gravity values.
 AJ7142
 AJ7142;                    North         East    Units  Estimated Accuracy
 AJ7142;SPC MN S     -   253,030.      928,870.      MT  (+/- 180 meters Scaled)
 AJ7142
 AJ7142                          SUPERSEDED SURVEY CONTROL
 AJ7142
 AJ7142.No superseded survey control is available for this station.
 AJ7142
 AJ7142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK491126(NAD 83)
 AJ7142_MARKER: DV = VERTICAL CONTROL DISK
 AJ7142_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ7142_STAMPING: 7908 P 1992
 AJ7142_MARK LOGO: MNDT  
 AJ7142_PROJECTION: RECESSED 3 CENTIMETERS
 AJ7142_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7142+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AJ7142_ROD/PIPE-DEPTH:  4.6 meters
 AJ7142
 AJ7142  HISTORY     - Date     Condition        Report By
 AJ7142  HISTORY     - 1992     MONUMENTED       MNDT
 AJ7142
 AJ7142                          STATION DESCRIPTION
 AJ7142
 AJ7142'DESCRIBED BY MN DEPT OF TRANSP 1992 (GFK)
 AJ7142'THE MARK IS 6.3 MILES (10.1 KM) NNE OF ZUMBRO FALLS, 80.0 FT (24.4 M)
 AJ7142'SE OF TH 63, AT TH 63 MP 66.2, 2.7 FT (0.8 M) EAST OF A POWER POLE
 AJ7142'WITH GUY WIRE, 1.3 FT (0.4 M) NW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7141 ***********************************************************************
 AJ7141  DESIGNATION -  7908 Q
 AJ7141  PID         -  AJ7141
 AJ7141  STATE/COUNTY-  MN/WABASHA
 AJ7141  USGS QUAD   -  LAKE CITY (1974)
 AJ7141
 AJ7141                         *CURRENT SURVEY CONTROL
 AJ7141  ___________________________________________________________________
 AJ7141* NAD 83(1986)-  44 22 30.     (N)    092 22 02.     (W)     SCALED    
 AJ7141* NAVD 88     -       328.790  (meters)    1078.71   (feet)  ADJUSTED  
 AJ7141  ___________________________________________________________________
 AJ7141  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 AJ7141  DYNAMIC HT  -         328.737 (meters)    1078.53  (feet)  COMP
 AJ7141  MODELED GRAV-     980,447.5   (mgal)                       NAVD 88
 AJ7141
 AJ7141  VERT ORDER  -  SECOND    CLASS I
 AJ7141
 AJ7141.The horizontal coordinates were scaled from a topographic map and have
 AJ7141.an estimated accuracy of +/- 6 seconds.
 AJ7141
 AJ7141.The orthometric height was determined by differential leveling
 AJ7141.and adjusted by the National Geodetic Survey in June 2004..
 AJ7141
 AJ7141.The geoid height was determined by GEOID03.
 AJ7141
 AJ7141.The dynamic height is computed by dividing the NAVD 88
 AJ7141.geopotential number by the normal gravity value computed on the
 AJ7141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7141.degrees latitude (g = 980.6199 gals.).
 AJ7141
 AJ7141.The modeled gravity was interpolated from observed gravity values.
 AJ7141
 AJ7141;                    North         East    Units  Estimated Accuracy
 AJ7141;SPC MN S     -   254,080.      930,110.      MT  (+/- 180 meters Scaled)
 AJ7141
 AJ7141                          SUPERSEDED SURVEY CONTROL
 AJ7141
 AJ7141.No superseded survey control is available for this station.
 AJ7141
 AJ7141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK504137(NAD 83)
 AJ7141_MARKER: DV = VERTICAL CONTROL DISK
 AJ7141_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ7141_STAMPING: 7908 Q 1992
 AJ7141_MARK LOGO: MNDT  
 AJ7141_PROJECTION: RECESSED 3 CENTIMETERS
 AJ7141_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ7141+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AJ7141_ROD/PIPE-DEPTH:  4.6 meters
 AJ7141
 AJ7141  HISTORY     - Date     Condition        Report By
 AJ7141  HISTORY     - 1992     MONUMENTED       MNDT
 AJ7141
 AJ7141                          STATION DESCRIPTION
 AJ7141
 AJ7141'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AJ7141'THE MARK IS 7.4 MILES (11.9 KM) NNE OF ZUMBRO FALLS, 68.5 FT (20.9 M)
 AJ7141'ESE OF TH 63, AT TH 63 MP 67.15, 30.5 NE OF A POWER POLE, 1.7 FT (0.5
 AJ7141'M) SW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7134 ***********************************************************************
 AJ7134  DESIGNATION -  7908 R
 AJ7134  PID         -  AJ7134
 AJ7134  STATE/COUNTY-  MN/WABASHA
 AJ7134  USGS QUAD   -  LAKE CITY (1974)
 AJ7134
 AJ7134                         *CURRENT SURVEY CONTROL
 AJ7134  ___________________________________________________________________
 AJ7134* NAD 83(1986)-  44 24 29.     (N)    092 18 49.     (W)     SCALED    
 AJ7134* NAVD 88     -       246.921  (meters)     810.11   (feet)  ADJUSTED  
 AJ7134  ___________________________________________________________________
 AJ7134  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 AJ7134  DYNAMIC HT  -         246.884 (meters)     809.99  (feet)  COMP
 AJ7134  MODELED GRAV-     980,461.7   (mgal)                       NAVD 88
 AJ7134
 AJ7134  VERT ORDER  -  SECOND    CLASS I
 AJ7134
 AJ7134.The horizontal coordinates were scaled from a topographic map and have
 AJ7134.an estimated accuracy of +/- 6 seconds.
 AJ7134
 AJ7134.The orthometric height was determined by differential leveling
 AJ7134.and adjusted by the National Geodetic Survey in June 2004..
 AJ7134.No vertical observational check was made to the station.
 AJ7134
 AJ7134.The geoid height was determined by GEOID03.
 AJ7134
 AJ7134.The dynamic height is computed by dividing the NAVD 88
 AJ7134.geopotential number by the normal gravity value computed on the
 AJ7134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7134.degrees latitude (g = 980.6199 gals.).
 AJ7134
 AJ7134.The modeled gravity was interpolated from observed gravity values.
 AJ7134
 AJ7134;                    North         East    Units  Estimated Accuracy
 AJ7134;SPC MN S     -   257,840.      934,310.      MT  (+/- 180 meters Scaled)
 AJ7134
 AJ7134                          SUPERSEDED SURVEY CONTROL
 AJ7134
 AJ7134.No superseded survey control is available for this station.
 AJ7134
 AJ7134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK546174(NAD 83)
 AJ7134_MARKER: DB = BENCH MARK DISK
 AJ7134_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7134_SP_SET: BRIDGE ABUTMENT
 AJ7134_STAMPING: 7908 R 1992
 AJ7134_MARK LOGO: MNDT  
 AJ7134_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ7134+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AJ7134
 AJ7134  HISTORY     - Date     Condition        Report By
 AJ7134  HISTORY     - 1992     MONUMENTED       MNDT
 AJ7134
 AJ7134                          STATION DESCRIPTION
 AJ7134
 AJ7134'DESCRIBED BY MN DEPT OF TRANSP 1992 (GFK)
 AJ7134'THE MARK IS 4.0 MILES (6.4 KM) SW OF THE JCT OF TH 63 AND TH 61 IN
 AJ7134'LAKE CITY, 710 FT (216.4 M) SOUTH OF TH 63, 19 FT (5.8 M) EAST OF CO
 AJ7134'RD 2, IN THE SE CORNER OF BRIDGE 79510 (CO RD 2 OVER MILLER CREEK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7153 ***********************************************************************
 AJ7153  DESIGNATION -  7908 S
 AJ7153  PID         -  AJ7153
 AJ7153  STATE/COUNTY-  MN/WABASHA
 AJ7153  USGS QUAD   -  LAKE CITY (1974)
 AJ7153
 AJ7153                         *CURRENT SURVEY CONTROL
 AJ7153  ___________________________________________________________________
 AJ7153* NAD 83(1986)-  44 25 14.     (N)    092 17 59.     (W)     SCALED    
 AJ7153* NAVD 88     -       228.772  (meters)     750.56   (feet)  ADJUSTED  
 AJ7153  ___________________________________________________________________
 AJ7153  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 AJ7153  DYNAMIC HT  -         228.740 (meters)     750.46  (feet)  COMP
 AJ7153  MODELED GRAV-     980,469.8   (mgal)                       NAVD 88
 AJ7153
 AJ7153  VERT ORDER  -  SECOND    CLASS I
 AJ7153
 AJ7153.The horizontal coordinates were scaled from a topographic map and have
 AJ7153.an estimated accuracy of +/- 6 seconds.
 AJ7153
 AJ7153.The orthometric height was determined by differential leveling
 AJ7153.and adjusted by the National Geodetic Survey in June 2004..
 AJ7153.No vertical observational check was made to the station.
 AJ7153
 AJ7153.The geoid height was determined by GEOID03.
 AJ7153
 AJ7153.The dynamic height is computed by dividing the NAVD 88
 AJ7153.geopotential number by the normal gravity value computed on the
 AJ7153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7153.degrees latitude (g = 980.6199 gals.).
 AJ7153
 AJ7153.The modeled gravity was interpolated from observed gravity values.
 AJ7153
 AJ7153;                    North         East    Units  Estimated Accuracy
 AJ7153;SPC MN S     -   259,250.      935,390.      MT  (+/- 180 meters Scaled)
 AJ7153
 AJ7153                          SUPERSEDED SURVEY CONTROL
 AJ7153
 AJ7153.No superseded survey control is available for this station.
 AJ7153
 AJ7153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK557188(NAD 83)
 AJ7153_MARKER: DV = VERTICAL CONTROL DISK
 AJ7153_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7153_SP_SET: BRIDGE
 AJ7153_STAMPING: 7908 S 1992
 AJ7153_MARK LOGO: MNDT  
 AJ7153_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ7153+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AJ7153
 AJ7153  HISTORY     - Date     Condition        Report By
 AJ7153  HISTORY     - 1992     MONUMENTED       MNDT
 AJ7153
 AJ7153                          STATION DESCRIPTION
 AJ7153
 AJ7153'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AJ7153'THE MARK IS 2.6 MILES (4.2 KM) SW OF LAKE CITY, 270.0 FT (82.3 M) SE
 AJ7153'OF THE INTERSECTION OF TH 63 AND A GRAVEL ROAD, 17.5 FT (5.3 M) NE OF
 AJ7153'THE GRAVEL RD, 36.6 WEST OF A POWER POLE WITH GUY WIRE, SET IN THE SE
 AJ7153'CORNER OF BRIDGE 79522 (GRAVEL ROAD OVER MILLER CREEK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8375 ***********************************************************************
 DG8375  DESIGNATION -  7909 A
 DG8375  PID         -  DG8375
 DG8375  STATE/COUNTY-  MN/WABASHA
 DG8375  USGS QUAD   -  WEAVER (1972)
 DG8375
 DG8375                         *CURRENT SURVEY CONTROL
 DG8375  ___________________________________________________________________
 DG8375* NAD 83(1986)-  44 12 52.     (N)    091 56 07.     (W)     SCALED    
 DG8375* NAVD 88     -       232.608  (meters)     763.15   (feet)  ADJUSTED  
 DG8375  ___________________________________________________________________
 DG8375  GEOID HEIGHT-         -30.18  (meters)                     GEOID03
 DG8375  DYNAMIC HT  -         232.580 (meters)     763.06  (feet)  COMP
 DG8375  MODELED GRAV-     980,492.2   (mgal)                       NAVD 88
 DG8375
 DG8375  VERT ORDER  -  SECOND    CLASS I
 DG8375
 DG8375.The horizontal coordinates were scaled from a topographic map and have
 DG8375.an estimated accuracy of +/- 6 seconds.
 DG8375
 DG8375.The orthometric height was determined by differential leveling
 DG8375.and adjusted by the National Geodetic Survey in February 2005..
 DG8375
 DG8375.The geoid height was determined by GEOID03.
 DG8375
 DG8375.The dynamic height is computed by dividing the NAVD 88
 DG8375.geopotential number by the normal gravity value computed on the
 DG8375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8375.degrees latitude (g = 980.6199 gals.).
 DG8375
 DG8375.The modeled gravity was interpolated from observed gravity values.
 DG8375
 DG8375;                    North         East    Units  Estimated Accuracy
 DG8375;SPC MN S     -   237,020.      964,980.      MT  (+/- 180 meters Scaled)
 DG8375
 DG8375                          SUPERSEDED SURVEY CONTROL
 DG8375
 DG8375.No superseded survey control is available for this station.
 DG8375
 DG8375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ850962(NAD 83)
 DG8375_MARKER: DD = SURVEY DISK
 DG8375_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8375_STAMPING: 7909 A 1999
 DG8375_MARK LOGO: MNDT  
 DG8375_PROJECTION: FLUSH
 DG8375_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8375+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8375_ROD/PIPE-DEPTH:  8.5 meters
 DG8375
 DG8375  HISTORY     - Date     Condition        Report By
 DG8375  HISTORY     - 1999     MONUMENTED       MNDT
 DG8375
 DG8375                          STATION DESCRIPTION
 DG8375
 DG8375'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8375'THE MARK IS 0.4 MI (0.6 KM) WEST OF WEAVER, 0.1 MI (0.2 KM) WEST ALONG
 DG8375'TH 74 FROM JCT OF TH 74 AND CO RD 26 IN WEAVER, AT TH 74 MP 55, 41.8
 DG8375'FT (12.7 M) NORTH OF TH 74, 63.9 FT (19.5 M) NORTH OF TH 74 MILEPOST
 DG8375'55, 17 FT (5.2 M) NORTH OF STATE WILDLIFE MANAGEMENT AREA SIGN, 11.7
 DG8375'FT (3.6 M) EAST OF WHITEWATER DNR SIGN, 1.4 FT (0.4 M) SSE OF WIT
 DG8375'POST, MAGNETIC, FLUSH AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8376 ***********************************************************************
 DG8376  DESIGNATION -  7909 B
 DG8376  PID         -  DG8376
 DG8376  STATE/COUNTY-  MN/WABASHA
 DG8376  USGS QUAD   -  WEAVER (1972)
 DG8376
 DG8376                         *CURRENT SURVEY CONTROL
 DG8376  ___________________________________________________________________
 DG8376* NAD 83(1986)-  44 12 27.     (N)    091 56 46.     (W)     SCALED    
 DG8376* NAVD 88     -       205.317  (meters)     673.61   (feet)  ADJUSTED  
 DG8376  ___________________________________________________________________
 DG8376  GEOID HEIGHT-         -30.15  (meters)                     GEOID03
 DG8376  DYNAMIC HT  -         205.292 (meters)     673.53  (feet)  COMP
 DG8376  MODELED GRAV-     980,490.7   (mgal)                       NAVD 88
 DG8376
 DG8376  VERT ORDER  -  SECOND    CLASS I
 DG8376
 DG8376.The horizontal coordinates were scaled from a topographic map and have
 DG8376.an estimated accuracy of +/- 6 seconds.
 DG8376
 DG8376.The orthometric height was determined by differential leveling
 DG8376.and adjusted by the National Geodetic Survey in February 2005..
 DG8376
 DG8376.The geoid height was determined by GEOID03.
 DG8376
 DG8376.The dynamic height is computed by dividing the NAVD 88
 DG8376.geopotential number by the normal gravity value computed on the
 DG8376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8376.degrees latitude (g = 980.6199 gals.).
 DG8376
 DG8376.The modeled gravity was interpolated from observed gravity values.
 DG8376
 DG8376;                    North         East    Units  Estimated Accuracy
 DG8376;SPC MN S     -   236,230.      964,130.      MT  (+/- 180 meters Scaled)
 DG8376
 DG8376                          SUPERSEDED SURVEY CONTROL
 DG8376
 DG8376.No superseded survey control is available for this station.
 DG8376
 DG8376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ842954(NAD 83)
 DG8376_MARKER: DD = SURVEY DISK
 DG8376_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8376_STAMPING: 7909 B 1999
 DG8376_MARK LOGO: MNDT  
 DG8376_PROJECTION: RECESSED 5 CENTIMETERS
 DG8376_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8376+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8376_ROD/PIPE-DEPTH: 18.3 meters
 DG8376
 DG8376  HISTORY     - Date     Condition        Report By
 DG8376  HISTORY     - 1999     MONUMENTED       MNDT
 DG8376
 DG8376                          STATION DESCRIPTION
 DG8376
 DG8376'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8376'THE MARK IS 1.2 MI (1.9 KM) SW OF WEAVER, 0.9 MI (1.4 KM) SW ALONG TH
 DG8376'74 FROM JCT OF TH 74 AND CO RD 26 IN WEAVER, AT TH 74 MP 54.1, 50.9 FT
 DG8376'(15.5 M) SOUTH OF TH 74, 5.9 FT (1.8 M) WEST OF NO MOTOR VEHICLES
 DG8376'SIGN, 3.5 FT (1.1 M) WEST OF SOUTH GATE POST, 1.0 FT (0.3 M) NORTH OF
 DG8376'WIT POST, MAGNETIC, RECESSED 2 INCHES, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8377 ***********************************************************************
 DG8377  DESIGNATION -  7909 C
 DG8377  PID         -  DG8377
 DG8377  STATE/COUNTY-  MN/WABASHA
 DG8377  USGS QUAD   -  WEAVER (1972)
 DG8377
 DG8377                         *CURRENT SURVEY CONTROL
 DG8377  ___________________________________________________________________
 DG8377* NAD 83(1986)-  44 12 16.     (N)    091 57 41.     (W)     SCALED    
 DG8377* NAVD 88     -       207.871  (meters)     681.99   (feet)  ADJUSTED  
 DG8377  ___________________________________________________________________
 DG8377  GEOID HEIGHT-         -30.13  (meters)                     GEOID03
 DG8377  DYNAMIC HT  -         207.845 (meters)     681.90  (feet)  COMP
 DG8377  MODELED GRAV-     980,489.0   (mgal)                       NAVD 88
 DG8377
 DG8377  VERT ORDER  -  SECOND    CLASS I
 DG8377
 DG8377.The horizontal coordinates were scaled from a topographic map and have
 DG8377.an estimated accuracy of +/- 6 seconds.
 DG8377
 DG8377.The orthometric height was determined by differential leveling
 DG8377.and adjusted by the National Geodetic Survey in February 2005..
 DG8377
 DG8377.The geoid height was determined by GEOID03.
 DG8377
 DG8377.The dynamic height is computed by dividing the NAVD 88
 DG8377.geopotential number by the normal gravity value computed on the
 DG8377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8377.degrees latitude (g = 980.6199 gals.).
 DG8377
 DG8377.The modeled gravity was interpolated from observed gravity values.
 DG8377
 DG8377;                    North         East    Units  Estimated Accuracy
 DG8377;SPC MN S     -   235,860.      962,920.      MT  (+/- 180 meters Scaled)
 DG8377
 DG8377                          SUPERSEDED SURVEY CONTROL
 DG8377
 DG8377.No superseded survey control is available for this station.
 DG8377
 DG8377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ829951(NAD 83)
 DG8377_MARKER: DD = SURVEY DISK
 DG8377_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8377_STAMPING: 7909 C 1999
 DG8377_MARK LOGO: MNDT  
 DG8377_PROJECTION: RECESSED 8 CENTIMETERS
 DG8377_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8377+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8377_ROD/PIPE-DEPTH:  7.6 meters
 DG8377
 DG8377  HISTORY     - Date     Condition        Report By
 DG8377  HISTORY     - 1999     MONUMENTED       MNDT
 DG8377
 DG8377                          STATION DESCRIPTION
 DG8377
 DG8377'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8377'THE MARK IS 2 MI (3.2 KM) SW OF WEAVER, 1.7 MI (2.7 KM) SW ALONG TH 74
 DG8377'FROM JCT OF TH 74 AND CO RD 26 IN WEAVER, AT TH 74 MP 53.3, 200 FT
 DG8377'(61.0 M) NW OF TH 74, 2.9 FT (0.9 M) SE OF NO MOTOR VEHICLES SIGN, 7.3
 DG8377'FT (2.2 M) SW OF SOUTH GATE POST, 2 FT (0.6 M) SE OF WIT POST,
 DG8377'RECESSED 3 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8378 ***********************************************************************
 DG8378  DESIGNATION -  7909 D
 DG8378  PID         -  DG8378
 DG8378  STATE/COUNTY-  MN/WABASHA
 DG8378  USGS QUAD   -  WEAVER (1972)
 DG8378
 DG8378                         *CURRENT SURVEY CONTROL
 DG8378  ___________________________________________________________________
 DG8378* NAD 83(1986)-  44 11 47.     (N)    091 58 22.     (W)     SCALED    
 DG8378* NAVD 88     -       217.234  (meters)     712.71   (feet)  ADJUSTED  
 DG8378  ___________________________________________________________________
 DG8378  GEOID HEIGHT-         -30.10  (meters)                     GEOID03
 DG8378  DYNAMIC HT  -         217.206 (meters)     712.62  (feet)  COMP
 DG8378  MODELED GRAV-     980,486.7   (mgal)                       NAVD 88
 DG8378
 DG8378  VERT ORDER  -  SECOND    CLASS I
 DG8378
 DG8378.The horizontal coordinates were scaled from a topographic map and have
 DG8378.an estimated accuracy of +/- 6 seconds.
 DG8378
 DG8378.The orthometric height was determined by differential leveling
 DG8378.and adjusted by the National Geodetic Survey in February 2005..
 DG8378
 DG8378.The geoid height was determined by GEOID03.
 DG8378
 DG8378.The dynamic height is computed by dividing the NAVD 88
 DG8378.geopotential number by the normal gravity value computed on the
 DG8378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8378.degrees latitude (g = 980.6199 gals.).
 DG8378
 DG8378.The modeled gravity was interpolated from observed gravity values.
 DG8378
 DG8378;                    North         East    Units  Estimated Accuracy
 DG8378;SPC MN S     -   234,940.      962,030.      MT  (+/- 180 meters Scaled)
 DG8378
 DG8378                          SUPERSEDED SURVEY CONTROL
 DG8378
 DG8378.No superseded survey control is available for this station.
 DG8378
 DG8378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ820941(NAD 83)
 DG8378_MARKER: DD = SURVEY DISK
 DG8378_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8378_STAMPING: 7909 D 1999
 DG8378_MARK LOGO: MNDT  
 DG8378_PROJECTION: RECESSED 8 CENTIMETERS
 DG8378_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8378+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8378_ROD/PIPE-DEPTH: 22.9 meters
 DG8378
 DG8378  HISTORY     - Date     Condition        Report By
 DG8378  HISTORY     - 1999     MONUMENTED       MNDT
 DG8378
 DG8378                          STATION DESCRIPTION
 DG8378
 DG8378'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8378'THE MARK IS 2.9 MI (4.7 KM) SW OF WEAVER, 2.6 MI (4.2 KM) SW ALONG TH
 DG8378'74 FROM JCT OF TH 74 AND CO RD 26 IN WEAVER, AT TH 74 MP 52.4, 39.9 FT
 DG8378'(12.2 M) SE OF TH 74, 1.8 FT (0.5 M) SOUTH OF WIT POST, RECESSED 3
 DG8378'INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1844 ***********************************************************************
 PP1844  DESIGNATION -  792
 PP1844  PID         -  PP1844
 PP1844  STATE/COUNTY-  MN/SCOTT
 PP1844  USGS QUAD   -  SHAKOPEE (1993)
 PP1844
 PP1844                         *CURRENT SURVEY CONTROL
 PP1844  ___________________________________________________________________
 PP1844* NAD 83(1986)-  44 47 41.     (N)    093 31 31.     (W)     SCALED    
 PP1844* NAVD 88     -       241.158  (meters)     791.20   (feet)  ADJUSTED  
 PP1844  ___________________________________________________________________
 PP1844  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 PP1844  DYNAMIC HT  -         241.153 (meters)     791.18  (feet)  COMP
 PP1844  MODELED GRAV-     980,590.4   (mgal)                       NAVD 88
 PP1844
 PP1844  VERT ORDER  -  SECOND    CLASS 0
 PP1844
 PP1844.The horizontal coordinates were scaled from a topographic map and have
 PP1844.an estimated accuracy of +/- 6 seconds.
 PP1844
 PP1844.The orthometric height was determined by differential leveling
 PP1844.and adjusted by the National Geodetic Survey in June 1991..
 PP1844
 PP1844.The geoid height was determined by GEOID03.
 PP1844
 PP1844.The dynamic height is computed by dividing the NAVD 88
 PP1844.geopotential number by the normal gravity value computed on the
 PP1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1844.degrees latitude (g = 980.6199 gals.).
 PP1844
 PP1844.The modeled gravity was interpolated from observed gravity values.
 PP1844
 PP1844;                    North         East    Units  Estimated Accuracy
 PP1844;SPC MN S     -   299,530.      837,560.      MT  (+/- 180 meters Scaled)
 PP1844
 PP1844                          SUPERSEDED SURVEY CONTROL
 PP1844
 PP1844  NGVD 29 (??/??/92)  241.113  (m)          791.05   (f) ADJ UNCH    2 0
 PP1844
 PP1844.Superseded values are not recommended for survey control.
 PP1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1844.See file dsdata.txt to determine how the superseded data were derived.
 PP1844
 PP1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK584602(NAD 83)
 PP1844_MARKER: DD = SURVEY DISK
 PP1844_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1844_SP_SET: FOUNDATION
 PP1844_STAMPING: 792 ADJ 1903
 PP1844_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1844
 PP1844  HISTORY     - Date     Condition        Report By
 PP1844  HISTORY     - 1903     MONUMENTED       USGS
 PP1844  HISTORY     - 1972     GOOD             MNDT
 PP1844  HISTORY     - 1980     GOOD             MNDT
 PP1844
 PP1844                          STATION DESCRIPTION
 PP1844
 PP1844'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1844'IN SHAKOPEE.
 PP1844'IN SHAKOPEE, 3 CITY BLOCKS SOUTH ALONG HOLMES STREET FROM THE JUNCTION
 PP1844'OF T.H. 101 AND T.H. 169, AT THE EAST WING OF THE SCOTT COUNTY
 PP1844'COURTHOUSE, 3 FEET SOUTH OF THE NORTHEAST BUILDING CORNER, 3 FEET
 PP1844'ABOVE THE GROUND, SET VERTICALLY IN THE MASONARY FOUNDATION. CORNER OF
 PP1844'S.E. 1/4, SEC 1, T 115N, R 23W.
 PP1844
 PP1844                          STATION RECOVERY (1980)
 PP1844
 PP1844'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1844'THE MARK WAS RECOVERED IN GOOD CONDITION AT THE SCOTT COUNTY
 PP1844'COURTHOUSE IN SHAKOPEE, 3 BLOCKS SOUTH ALONG HOLMES STREET FROM THE
 PP1844'JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 101 IN SHAKOPEE, IN
 PP1844'THE SE 1/4 OF SECTION 1, T115N, R23W. THE MARK, A STANDARD USGS BENCH
 PP1844'MARK DISK STAMPED---792 ADJ 1903---, IS SET VERTICALLY IN THE MASONRY
 PP1844'FOUNDATION NEAR THE MAIN ENTRANCE OF THE SCOTT COUNTY COURTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5870 ***********************************************************************
 DF5870  DESIGNATION -  7UP
 DF5870  PID         -  DF5870
 DF5870  STATE/COUNTY-  MN/NICOLLET
 DF5870  USGS QUAD   -  LE SUEUR (1979)
 DF5870
 DF5870                         *CURRENT SURVEY CONTROL
 DF5870  ___________________________________________________________________
 DF5870* NAD 83(1996)-  44 23 48.53205(N)    093 57 46.25198(W)     ADJUSTED  
 DF5870* NAVD 88     -       235.7    (meters)     773.     (feet)  GPS OBS   
 DF5870  ___________________________________________________________________
 DF5870  X           -    -315,477.479 (meters)                     COMP
 DF5870  Y           -  -4,553,971.513 (meters)                     COMP
 DF5870  Z           -   4,439,847.949 (meters)                     COMP
 DF5870  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 DF5870  ELLIP HEIGHT-         207.51  (meters)          (05/29/03) GPS OBS
 DF5870  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DF5870
 DF5870  HORZ ORDER  -  FIRST
 DF5870  ELLP ORDER  -  THIRD     CLASS I
 DF5870
 DF5870.The horizontal coordinates were established by GPS observations
 DF5870.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5870
 DF5870.The orthometric height was determined by GPS observations and a
 DF5870.high-resolution geoid model.
 DF5870
 DF5870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5870
 DF5870.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5870
 DF5870.The ellipsoidal height was determined by GPS observations
 DF5870.and is referenced to NAD 83.
 DF5870
 DF5870.The geoid height was determined by GEOID03.
 DF5870
 DF5870;                    North         East     Units Scale Factor Converg.
 DF5870;SPC MN S     -   255,202.442   802,959.681   MT  0.99992370   +0 01 33.7
 DF5870;UTM  15      - 4,916,398.469   423,320.809   MT  0.99967231   -0 40 25.2
 DF5870
 DF5870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5870!SPC MN S     -   0.99996746  x   0.99992370  =   0.99989117
 DF5870!UTM  15      -   0.99996746  x   0.99967231  =   0.99963978
 DF5870
 DF5870                          SUPERSEDED SURVEY CONTROL
 DF5870
 DF5870.No superseded survey control is available for this station.
 DF5870
 DF5870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2332116398(NAD 83)
 DF5870_MARKER: DD = SURVEY DISK
 DF5870_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF5870_STAMPING: 7UP 1997
 DF5870_MARK LOGO: MNDT  
 DF5870_PROJECTION: FLUSH
 DF5870_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5870+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 DF5870_ROD/PIPE-DEPTH: 14.9 meters
 DF5870
 DF5870  HISTORY     - Date     Condition        Report By
 DF5870  HISTORY     - 1997     MONUMENTED       MNDT
 DF5870  HISTORY     - 20020711 GOOD             MNDT
 DF5870
 DF5870                          STATION DESCRIPTION
 DF5870
 DF5870'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 DF5870'THE MARK IS LOCATED 4 MI (6.4 KM) NORTH OF ST PETER, 3.55 MI (5.71 KM)
 DF5870'NORTH ALONG TH 169 FROM JCT OF TH 169 AND TH 22 IN NORTH PART OF ST
 DF5870'PETER, AT TH 169 MP 71.70, 87.0 FT (26.5 M) WSW OF TH 169 SB, 21.0 FT
 DF5870'(6.4 M) ENE OF GRAVEL RD, 74.0 FT (22.6 M) NNE OF GRAVEL RD, 44.6 FT
 DF5870'(13.6 M) ENE OF FENCE, 110.8 FT (33.8 M) NORTH OF TEL PED NO 8E 102
 DF5870'AND 3.0 FT (0.9 M) SOUTH OF WIT POST.
 DF5870
 DF5870                          STATION RECOVERY (2002)
 DF5870
 DF5870'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF5870'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 DF5870'FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 49 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RN1691 ***********************************************************************
 RN1691  DESIGNATION -  8
 RN1691  PID         -  RN1691
 RN1691  STATE/COUNTY-  MN/ST LOUIS
 RN1691  USGS QUAD   -  DULUTH (1993)
 RN1691
 RN1691                         *CURRENT SURVEY CONTROL
 RN1691  ___________________________________________________________________
 RN1691* NAD 83(1996)-  46 45 21.03721(N)    092 06 44.21555(W)     ADJUSTED  
 RN1691* NAVD 88     -       185.2    (meters)     608.     (feet)  VERTCON   
 RN1691  ___________________________________________________________________
 RN1691  X           -    -161,349.506 (meters)                     COMP
 RN1691  Y           -  -4,374,632.142 (meters)                     COMP
 RN1691  Z           -   4,623,325.924 (meters)                     COMP
 RN1691  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 RN1691  ELLIP HEIGHT-         157.19  (meters)          (03/16/99) GPS OBS
 RN1691  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 RN1691
 RN1691  HORZ ORDER  -  SECOND
 RN1691  ELLP ORDER  -  FOURTH    CLASS I
 RN1691
 RN1691.The horizontal coordinates were established by GPS observations
 RN1691.and adjusted by the National Geodetic Survey in March 1999..
 RN1691
 RN1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1691
 RN1691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1691
 RN1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 RN1691
 RN1691.The ellipsoidal height was determined by GPS observations
 RN1691.and is referenced to NAD 83.
 RN1691
 RN1691.The geoid height was determined by GEOID03.
 RN1691
 RN1691;                    North         East     Units Scale Factor Converg.
 RN1691;SPC MN N     -   128,926.167   875,467.272   MT  1.00007858   +0 43 55.6
 RN1691;SPC WI N     -   178,780.811   438,637.248   MT  0.99999804   -1 31 25.5
 RN1691;SPC WI N     -   586,550.04  1,439,095.70   sFT  0.99999804   -1 31 25.5
 RN1691;UTM  15      - 5,178,415.077   567,795.927   MT  0.99965649   +0 38 48.0
 RN1691
 RN1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1691!SPC MN N     -   0.99997536  x   1.00007858  =   1.00005394
 RN1691!SPC WI N     -   0.99997536  x   0.99999804  =   0.99997340
 RN1691!UTM  15      -   0.99997536  x   0.99965649  =   0.99963186
 RN1691
 RN1691                          SUPERSEDED SURVEY CONTROL
 RN1691
 RN1691  NAD 83(1996)-  46 45 21.03745(N)    092 06 44.21466(W) AD(       ) 2
 RN1691  ELLIP H (11/21/91)  157.09   (m)                       GP(       ) 4 1
 RN1691  NAD 83(1986)-  46 45 21.03354(N)    092 06 44.21529(W) AD(       ) 2
 RN1691  NGVD 29 (05/23/89)  185.2    (m)          608.     (f) GPS OBS        
 RN1691
 RN1691.Superseded values are not recommended for survey control.
 RN1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1691.See file dsdata.txt to determine how the superseded data were derived.
 RN1691
 RN1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6779678415(NAD 83)
 RN1691_MARKER: DD = SURVEY DISK
 RN1691_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RN1691_SP_SET: SURROUNDED BY MASS OF CONCRETE
 RN1691_STAMPING: 8
 RN1691_MARK LOGO: USE   
 RN1691_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN1691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1691+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RN1691
 RN1691  HISTORY     - Date     Condition        Report By
 RN1691  HISTORY     - 1988     MONUMENTED       USE
 RN1691
 RN1691                          STATION DESCRIPTION
 RN1691
 RN1691'DESCRIBED BY US ENGINEERS 1988
 RN1691'THIS STATION CAN ONLY BE REACHED SAFETLY BY BOAT.  TO REACH THE
 RN1691'STATION FROM THE HIGH BRIDGE ON INTERSTATE 535 CONNECTING DULUTH, MN
 RN1691'WITH SUPERIOR, WI PROCEED IN A NORTHWESTERLY DIRECTION 0.55 KM
 RN1691'(0.35 MI) UNTIL  REACHING THE CNW RAILWAY BRIDGE.  CONTINUE IN A
 RN1691'NORTHWESTERLY DIRECTION FOR 0.51 KM (0.30 MI)  TO THE STATION WHICH
 RN1691'IS SITUATED ON A MASSIVE CYLINDRICAL CONCRETE STRUCTURE AT THE END OF
 RN1691'AN ABANDONED PIER.
 RN1691'THE STATION IS SITUATED ON TOP OF THE CONCRETE STRUCTURE.  IT IS
 RN1691'APPROXIMATELY 1.6 M (5.2 FT) SOUTH OF AN EYE BOLT SITUATED NEAR THE
 RN1691'CENTER OF THE STRUCTURE, 2.4 M (7.9 FT)  EAST OF AN EYE BOLT SITUATED
 RN1691'NEAR THE SOUTHWESTERN EDGE OF THE STRUCTURE, AND 2.1 M (6.9 FT)
 RN1691'SOUTHWEST OF AN EYE BOLT SITUATED NEAR THE SOUTHEASTERN EDGE OF THE
 RN1691'STRUCTURE.
 RN1691'THE STATION IS A CORPS OF ENGINEERS BRASS DISK SET FLUSH WITH THE
 RN1691'SURFACE OF THE CONCRETE STRUCTURE.  IT IS STAMPED 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5912 ***********************************************************************
 DF5912  DESIGNATION -  8
 DF5912  PID         -  DF5912
 DF5912  STATE/COUNTY-  MN/PINE
 DF5912  USGS QUAD   -  BASS CREEK (1983)
 DF5912
 DF5912                         *CURRENT SURVEY CONTROL
 DF5912  ___________________________________________________________________
 DF5912* NAD 83(1996)-  45 49 00.20386(N)    092 46 16.72204(W)     ADJUSTED  
 DF5912* NAVD 88     -       263.3    (meters)     864.     (feet)  GPS OBS   
 DF5912  ___________________________________________________________________
 DF5912  X           -    -215,306.619 (meters)                     COMP
 DF5912  Y           -  -4,447,907.815 (meters)                     COMP
 DF5912  Z           -   4,551,242.578 (meters)                     COMP
 DF5912  LAPLACE CORR-           7.25  (seconds)                    DEFLEC99
 DF5912  ELLIP HEIGHT-         236.25  (meters)          (05/27/03) GPS OBS
 DF5912  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 DF5912
 DF5912  HORZ ORDER  -  FIRST
 DF5912  ELLP ORDER  -  THIRD     CLASS I
 DF5912
 DF5912.The horizontal coordinates were established by GPS observations
 DF5912.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5912
 DF5912.The orthometric height was determined by GPS observations and a
 DF5912.high-resolution geoid model.
 DF5912
 DF5912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5912
 DF5912.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5912
 DF5912.The ellipsoidal height was determined by GPS observations
 DF5912.and is referenced to NAD 83.
 DF5912
 DF5912.The geoid height was determined by GEOID03.
 DF5912
 DF5912;                    North         East     Units Scale Factor Converg.
 DF5912;SPC MN C     -   191,848.545   914,910.708   MT  0.99996266   +1 04 10.8
 DF5912;UTM  15      - 5,073,709.947   517,766.239   MT  0.99960388   +0 09 50.4
 DF5912
 DF5912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5912!SPC MN C     -   0.99996296  x   0.99996266  =   0.99992563
 DF5912!UTM  15      -   0.99996296  x   0.99960388  =   0.99956686
 DF5912
 DF5912                          SUPERSEDED SURVEY CONTROL
 DF5912
 DF5912.No superseded survey control is available for this station.
 DF5912
 DF5912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1776673710(NAD 83)
 DF5912_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5912_STAMPING: NO 8
 DF5912_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5912+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5912
 DF5912  HISTORY     - Date     Condition        Report By
 DF5912  HISTORY     - 1999     MONUMENTED       MN-115
 DF5912
 DF5912                          STATION DESCRIPTION
 DF5912
 DF5912'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5912'10 MI (16.1 KM) EAST OF PINE CITY, 7 MI (11.3 KM) EAST ALONG CO RD 8
 DF5912'FROM JCT OF CO RD 61 THEN 3.35 MI (5.39 KM) EAST ALONG CO RD 118, 0.05
 DF5912'MI (0.08 KM) WEST OF A TWP RD SOUTH, 32 FT (9.8 M) NORTH OF CO RD 118,
 DF5912'0.15 MI (0.24 KM) EAST OF THE SW COR OF SECTION 31, 45 FT (13.7 M)
 DF5912'EAST OF A NORTH-SOUTH DITCH, 1.5 FT (0.5 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8700 ***********************************************************************
 DF8700  DESIGNATION -  8
 DF8700  PID         -  DF8700
 DF8700  STATE/COUNTY-  MN/KANABEC
 DF8700  USGS QUAD   -  MORA SOUTH (1980)
 DF8700
 DF8700                         *CURRENT SURVEY CONTROL
 DF8700  ___________________________________________________________________
 DF8700* NAD 83(1996)-  45 46 28.08685(N)    093 19 48.66765(W)     ADJUSTED  
 DF8700* NAVD 88     -       302.2    (meters)     991.     (feet)  GPS OBS   
 DF8700  ___________________________________________________________________
 DF8700  X           -    -258,878.538 (meters)                     COMP
 DF8700  Y           -  -4,448,983.779 (meters)                     COMP
 DF8700  Z           -   4,547,995.243 (meters)                     COMP
 DF8700  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 DF8700  ELLIP HEIGHT-         274.32  (meters)          (10/22/03) GPS OBS
 DF8700  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DF8700
 DF8700  HORZ ORDER  -  FIRST
 DF8700  ELLP ORDER  -  THIRD     CLASS II
 DF8700
 DF8700.The horizontal coordinates were established by GPS observations
 DF8700.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8700
 DF8700.The orthometric height was determined by GPS observations and a
 DF8700.high-resolution geoid model.
 DF8700
 DF8700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8700
 DF8700.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8700
 DF8700.The ellipsoidal height was determined by GPS observations
 DF8700.and is referenced to NAD 83.
 DF8700
 DF8700.The geoid height was determined by GEOID03.
 DF8700
 DF8700;                    North         East     Units Scale Factor Converg.
 DF8700;SPC MN C     -   186,494.917   871,537.015   MT  0.99996954   +0 39 55.4
 DF8700;UTM  15      - 5,069,042.906   474,329.303   MT  0.99960810   -0 14 11.8
 DF8700
 DF8700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8700!SPC MN C     -   0.99995700  x   0.99996954  =   0.99992654
 DF8700!UTM  15      -   0.99995700  x   0.99960810  =   0.99956511
 DF8700
 DF8700                          SUPERSEDED SURVEY CONTROL
 DF8700
 DF8700.No superseded survey control is available for this station.
 DF8700
 DF8700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7432969043(NAD 83)
 DF8700_MARKER: DD = SURVEY DISK
 DF8700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8700_STAMPING: 8
 DF8700_MARK LOGO: MN-065
 DF8700_PROJECTION: FLUSH
 DF8700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8700+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8700
 DF8700  HISTORY     - Date     Condition        Report By
 DF8700  HISTORY     - 2001     MONUMENTED       MN-065
 DF8700
 DF8700                          STATION DESCRIPTION
 DF8700
 DF8700'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8700'2.5 MI (4.0 KM) SW OF BRUNSWICK, FROM TH 65 MP 58.75 GO 1.2 MI (1.9
 DF8700'KM) SW ON CO RD 16, THEN 1.1 MI (1.8 KM) WEST ON 130TH AVENUE, 33 FT
 DF8700'(10.1 M) SOUTH OF 130TH AVE, 13 FT (4.0 M) EAST OF THE CENTER OF FIELD
 DF8700'ROAD, 32 FT (9.8 M) EAST OF P-POLE, 2 FT (0.6 M) SOUTH OF WIT POST,
 DF8700'FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0154 ***********************************************************************
 QO0154  DESIGNATION -  8 ADP
 QO0154  PID         -  QO0154
 QO0154  STATE/COUNTY-  MN/CHISAGO
 QO0154  USGS QUAD   -  FOREST LAKE (1993)
 QO0154
 QO0154                         *CURRENT SURVEY CONTROL
 QO0154  ___________________________________________________________________
 QO0154* NAD 83(1986)-  45 21 39.     (N)    092 54 25.     (W)     SCALED    
 QO0154* NAVD 88     -       282.545  (meters)     926.98   (feet)  ADJUSTED  
 QO0154  ___________________________________________________________________
 QO0154  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 QO0154  DYNAMIC HT  -         282.545 (meters)     926.98  (feet)  COMP
 QO0154  MODELED GRAV-     980,605.8   (mgal)                       NAVD 88
 QO0154
 QO0154  VERT ORDER  -  SECOND    CLASS I
 QO0154
 QO0154.The horizontal coordinates were scaled from a topographic map and have
 QO0154.an estimated accuracy of +/- 6 seconds.
 QO0154
 QO0154.The orthometric height was determined by differential leveling
 QO0154.and adjusted by the National Geodetic Survey in June 1991..
 QO0154
 QO0154.The geoid height was determined by GEOID03.
 QO0154
 QO0154.The dynamic height is computed by dividing the NAVD 88
 QO0154.geopotential number by the normal gravity value computed on the
 QO0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0154.degrees latitude (g = 980.6199 gals.).
 QO0154
 QO0154.The modeled gravity was interpolated from observed gravity values.
 QO0154
 QO0154;                    North         East    Units  Estimated Accuracy
 QO0154;SPC MN C     -   141,000.      905,230.      MT  (+/- 180 meters Scaled)
 QO0154
 QO0154                          SUPERSEDED SURVEY CONTROL
 QO0154
 QO0154  NGVD 29 (??/??/92)  282.506  (m)          926.86   (f) ADJ UNCH    2 1
 QO0154
 QO0154.Superseded values are not recommended for survey control.
 QO0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0154.See file dsdata.txt to determine how the superseded data were derived.
 QO0154
 QO0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL072230(NAD 83)
 QO0154_MARKER: DD = SURVEY DISK
 QO0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0154_STAMPING: 8 ADP 1954
 QO0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0154+STABILITY: SURFACE MOTION
 QO0154
 QO0154  HISTORY     - Date     Condition        Report By
 QO0154  HISTORY     - 1954     MONUMENTED       USGS
 QO0154  HISTORY     - 1975     GOOD             MNDT
 QO0154
 QO0154                          STATION DESCRIPTION
 QO0154
 QO0154'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0154'1.3 MI SW FROM CHISAGO CITY.
 QO0154'1.3 MILES SOUTHWEST ALONG TH 8 FROM THE JUNCTION OF TH 8 AND COUNTY
 QO0154'ROADS 24 (SOUTH) 77 (NORTH) IN CHISAGO CITY AND 450 FEET NORTHEAST OF
 QO0154'COUNTY ROAD 79 WEST.  IT IS 119 FEET EAST OF THE CENTERLINE OF TH 8 AT
 QO0154'MILEPOINT 7.65, 29 FEET EAST OF, AND LEVEL WITH THE CENTER OF THE
 QO0154'FRONTAGE ROAD, 47 FEET SOUTH OF THE CENTER OF A DRIVEWAY EAST (A.A.
 QO0154'LALLA), 28 FEET WEST OF A 30 INCH ELM TREE, AND 6 FEET SOUTHWEST OF A
 QO0154'POWER POLE.  IT IS A BENCH MARK DISK IN A MAGNETIC CONCRETE MONUMENT
 QO0154'PROJECTING 2 INCHES ABOVE GROUND.  SW 1/4, SEC 12, T 33N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8679 ***********************************************************************
 DH8679  DESIGNATION -  8 DEK
 DH8679  PID         -  DH8679
 DH8679  STATE/COUNTY-  MN/ITASCA
 DH8679  USGS QUAD   -  PIGEON DAM LAKE (1996)
 DH8679
 DH8679                         *CURRENT SURVEY CONTROL
 DH8679  ___________________________________________________________________
 DH8679* NAD 83(1986)-  47 32 13.     (N)    094 07 34.     (W)     SCALED    
 DH8679* NAVD 88     -       407.140  (meters)    1335.76   (feet)  ADJUSTED  
 DH8679  ___________________________________________________________________
 DH8679  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DH8679  DYNAMIC HT  -         407.192 (meters)    1335.93  (feet)  COMP
 DH8679  MODELED GRAV-     980,727.6   (mgal)                       NAVD 88
 DH8679
 DH8679  VERT ORDER  -  SECOND    CLASS I
 DH8679
 DH8679.The horizontal coordinates were scaled from a topographic map and have
 DH8679.an estimated accuracy of +/- 6 seconds.
 DH8679
 DH8679.The orthometric height was determined by differential leveling
 DH8679.and adjusted by the National Geodetic Survey in September 2006..
 DH8679
 DH8679.Photographs are available for this station.
 DH8679
 DH8679.The geoid height was determined by GEOID03.
 DH8679
 DH8679.The dynamic height is computed by dividing the NAVD 88
 DH8679.geopotential number by the normal gravity value computed on the
 DH8679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8679.degrees latitude (g = 980.6199 gals.).
 DH8679
 DH8679.The modeled gravity was interpolated from observed gravity values.
 DH8679
 DH8679;                    North         East    Units  Estimated Accuracy
 DH8679;SPC MN N     -   215,790.      722,750.      MT  (+/- 180 meters Scaled)
 DH8679
 DH8679                          SUPERSEDED SURVEY CONTROL
 DH8679
 DH8679.No superseded survey control is available for this station.
 DH8679
 DH8679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN152654(NAD 83)
 DH8679_MARKER: DD = SURVEY DISK
 DH8679_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH8679_STAMPING: 8 DEK 1971
 DH8679_MARK LOGO: USGS  
 DH8679_PROJECTION: FLUSH
 DH8679_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH8679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8679+SATELLITE: SATELLITE OBSERVATIONS - 1971
 DH8679
 DH8679  HISTORY     - Date     Condition        Report By
 DH8679  HISTORY     - 1971     MONUMENTED       USGS
 DH8679
 DH8679                          STATION DESCRIPTION
 DH8679
 DH8679'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DH8679'6.5 MILES SOUTH OF SQUAW LAKE, 7.5 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DH8679'46 FROM JUNCTION TRUNK HIGHWAY 46 AND BRIDGE OVER SQUAW LAKE AND ROUND
 DH8679'LAKE, THEN 3.0 MILES SOUTHWEST ON FOREST ROAD NUMBER 2198, THEN 1.50
 DH8679'MILES NORTHWEST ON FOREST ROAD NUMBER 2198, AT SHARP BEND IN COUNTY
 DH8679'FOREST ROAD NUMBER 2198, 31 FEET NORTH-NORTHEAST OF FOREST ROAD NUMBER
 DH8679'2198.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9886 ***********************************************************************
 AH9886  DESIGNATION -  8 DHB
 AH9886  PID         -  AH9886
 AH9886  STATE/COUNTY-  MN/NORMAN
 AH9886  USGS QUAD   -  WAUKON (1965)
 AH9886
 AH9886                         *CURRENT SURVEY CONTROL
 AH9886  ___________________________________________________________________
 AH9886* NAD 83(1986)-  47 19 32.     (N)    096 07 51.     (W)     SCALED    
 AH9886* NAVD 88     -       349.182  (meters)    1145.61   (feet)  ADJUSTED  
 AH9886  ___________________________________________________________________
 AH9886  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AH9886  DYNAMIC HT  -         349.227 (meters)    1145.76  (feet)  COMP
 AH9886  MODELED GRAV-     980,731.7   (mgal)                       NAVD 88
 AH9886
 AH9886  VERT ORDER  -  SECOND    CLASS I
 AH9886
 AH9886.The horizontal coordinates were scaled from a topographic map and have
 AH9886.an estimated accuracy of +/- 6 seconds.
 AH9886
 AH9886.The orthometric height was determined by differential leveling
 AH9886.and adjusted by the National Geodetic Survey in June 2004..
 AH9886
 AH9886.The geoid height was determined by GEOID03.
 AH9886
 AH9886.The dynamic height is computed by dividing the NAVD 88
 AH9886.geopotential number by the normal gravity value computed on the
 AH9886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9886.degrees latitude (g = 980.6199 gals.).
 AH9886
 AH9886.The modeled gravity was interpolated from observed gravity values.
 AH9886
 AH9886;                    North         East    Units  Estimated Accuracy
 AH9886;SPC MN N     -   196,270.      570,960.      MT  (+/- 180 meters Scaled)
 AH9886
 AH9886                          SUPERSEDED SURVEY CONTROL
 AH9886
 AH9886.No superseded survey control is available for this station.
 AH9886
 AH9886_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT167453(NAD 83)
 AH9886_MARKER: DB = BENCH MARK DISK
 AH9886_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH9886_STAMPING: 8 DHB 1965
 AH9886_MARK LOGO: USGS  
 AH9886_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9886+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 AH9886
 AH9886  HISTORY     - Date     Condition        Report By
 AH9886  HISTORY     - 1965     MONUMENTED       USGS
 AH9886  HISTORY     - 19920817 GOOD             MNDT
 AH9886
 AH9886                          STATION DESCRIPTION
 AH9886
 AH9886'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9886'7.6 MI (12.2 KM) NE OF TWIN VALLEY, 7.0 MI (11.3 KM) EAST ALONG TH 200
 AH9886'FROM NORTH JCT OF TH 200 AND TH 32, AT TH 200 MP 38.85, 56 FT (17.1 M)
 AH9886'NORTH OF TH 200, AND 58 FT (17.7 M) WEST OF CO RD 36 NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QP1788 ***********************************************************************
 QP1788  DESIGNATION -  8 DRL
 QP1788  PID         -  QP1788
 QP1788  STATE/COUNTY-  MN/DOUGLAS
 QP1788  USGS QUAD   -  KENSINGTON (1966)
 QP1788
 QP1788                         *CURRENT SURVEY CONTROL
 QP1788  ___________________________________________________________________
 QP1788* NAD 83(1986)-  45 45 37.     (N)    095 38 37.     (W)     SCALED    
 QP1788* NAVD 88     -       407.539  (meters)    1337.07   (feet)  ADJUSTED  
 QP1788  ___________________________________________________________________
 QP1788  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 QP1788  DYNAMIC HT  -         407.531 (meters)    1337.04  (feet)  COMP
 QP1788  MODELED GRAV-     980,584.7   (mgal)                       NAVD 88
 QP1788
 QP1788  VERT ORDER  -  SECOND    CLASS I
 QP1788
 QP1788.The horizontal coordinates were scaled from a topographic map and have
 QP1788.an estimated accuracy of +/- 6 seconds.
 QP1788
 QP1788.The orthometric height was determined by differential leveling
 QP1788.and adjusted by the National Geodetic Survey in June 1995..
 QP1788
 QP1788.The geoid height was determined by GEOID03.
 QP1788
 QP1788.The dynamic height is computed by dividing the NAVD 88
 QP1788.geopotential number by the normal gravity value computed on the
 QP1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1788.degrees latitude (g = 980.6199 gals.).
 QP1788
 QP1788.The modeled gravity was interpolated from observed gravity values.
 QP1788
 QP1788;                    North         East    Units  Estimated Accuracy
 QP1788;SPC MN C     -   185,460.      691,590.      MT  (+/- 180 meters Scaled)
 QP1788
 QP1788                          SUPERSEDED SURVEY CONTROL
 QP1788
 QP1788.No superseded survey control is available for this station.
 QP1788
 QP1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL944708(NAD 83)
 QP1788_MARKER: DD = SURVEY DISK
 QP1788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1788_SP_SET: CONCRETE POST
 QP1788_STAMPING: 8 DRL 1965
 QP1788_MARK LOGO: USGS  
 QP1788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1788+STABILITY: SURFACE MOTION
 QP1788
 QP1788  HISTORY     - Date     Condition        Report By
 QP1788  HISTORY     - 1965     MONUMENTED       USGS
 QP1788  HISTORY     - 1979     GOOD             MNDT
 QP1788
 QP1788                          STATION DESCRIPTION
 QP1788
 QP1788'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1788'1.45 MI NW FROM FARWELL.
 QP1788'THE MARK IS LOCATED 1.45 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1788'ITS JUNCTION WITH COUNTY ROAD 11 IN FARWELL NEAR TRUNK HIGHWAY 55
 QP1788'MILE POINT 54.7 IN THE SE 1/4 OF SECTION 36, T127N, R40W.  THE MARK
 QP1788'IS 69 FEET NORTHEAST OF AND ABOUT 8 FEET LOWER THAN THE CENTERLINE OF
 QP1788'TRUNK HIGHWAY 55, 83 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD
 QP1788'ON THE COUNTY LINE, 53.3 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE
 QP1788'SOUTHWEST RAIL OF THE SOO LINE RAILROAD, 5.7 FEET WEST-NORTHWEST OF A
 QP1788'STEEL POST FOR A BURIED CABLE MARKER, 3.3 SOUTHWEST OF A POWER POLE
 QP1788'WITH A GUY WIRE AND 0.9 FOOT SOUTHWEST OF A STEEL WITNESS POST.  THE
 QP1788'MARK, A STANDARD USGS SURVEY DISK STAMPED---8 DRL 1965---, IS SET IN
 QP1788'THE TOP OF A MAGNETIC CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE
 QP1788'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8380 ***********************************************************************
 DG8380  DESIGNATION -  8 DRL
 DG8380  PID         -  DG8380
 DG8380  STATE/COUNTY-  MN/WINONA
 DG8380  USGS QUAD   -  WEAVER (1972)
 DG8380
 DG8380                         *CURRENT SURVEY CONTROL
 DG8380  ___________________________________________________________________
 DG8380* NAD 83(1986)-  44 11 03.     (N)    091 59 46.     (W)     SCALED    
 DG8380* NAVD 88     -       210.632  (meters)     691.05   (feet)  ADJUSTED  
 DG8380  ___________________________________________________________________
 DG8380  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 DG8380  DYNAMIC HT  -         210.604 (meters)     690.96  (feet)  COMP
 DG8380  MODELED GRAV-     980,482.3   (mgal)                       NAVD 88
 DG8380
 DG8380  VERT ORDER  -  SECOND    CLASS I
 DG8380
 DG8380.The horizontal coordinates were scaled from a topographic map and have
 DG8380.an estimated accuracy of +/- 6 seconds.
 DG8380
 DG8380.The orthometric height was determined by differential leveling
 DG8380.and adjusted by the National Geodetic Survey in February 2005..
 DG8380
 DG8380.The geoid height was determined by GEOID03.
 DG8380
 DG8380.The dynamic height is computed by dividing the NAVD 88
 DG8380.geopotential number by the normal gravity value computed on the
 DG8380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8380.degrees latitude (g = 980.6199 gals.).
 DG8380
 DG8380.The modeled gravity was interpolated from observed gravity values.
 DG8380
 DG8380;                    North         East    Units  Estimated Accuracy
 DG8380;SPC MN S     -   233,540.      960,200.      MT  (+/- 180 meters Scaled)
 DG8380
 DG8380                          SUPERSEDED SURVEY CONTROL
 DG8380
 DG8380.No superseded survey control is available for this station.
 DG8380
 DG8380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ802928(NAD 83)
 DG8380_MARKER: DV = VERTICAL CONTROL DISK
 DG8380_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG8380_STAMPING: 8 DRL 1972
 DG8380_MARK LOGO: USGS  
 DG8380_MAGNETIC: I = MARKER IS A STEEL ROD
 DG8380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8380+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1999
 DG8380
 DG8380  HISTORY     - Date     Condition        Report By
 DG8380  HISTORY     - 1972     MONUMENTED       USGS
 DG8380  HISTORY     - 19990728 GOOD             MNDT
 DG8380
 DG8380                          STATION DESCRIPTION
 DG8380
 DG8380'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DG8380'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.1 MI (3.4 KM)
 DG8380'NORTH AND 0.5 MI (0.8 KM) EAST OF BEAVER, 162 FT (49.4 M) NW OF TH 74
 DG8380'ALONG CURVE, 2.6 FT (0.8 M) SE OF SOUTH GATE POST ON GATE TO TRAIL FOR
 DG8380'AUTHORIZED VEHICLES ONLY, 40 FT (12.2 M) WEST OF GRAVEL LOOP ROAD,
 DG8380'12.0 FT (3.7 M) SOUTH OF TRAIL, 5.0 FT (1.5 M) SSW OF WEST STATE GAME
 DG8380'REFUGE SIGN POST, 1 FT (0.3 M) NORTH OF WIT POST, PROJECTS 3 IN,
 DG8380'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0644 ***********************************************************************
 PP0644  DESIGNATION -  8 RDS
 PP0644  PID         -  PP0644
 PP0644  STATE/COUNTY-  MN/DAKOTA
 PP0644  USGS QUAD   -  VERMILLION (1993)
 PP0644
 PP0644                         *CURRENT SURVEY CONTROL
 PP0644  ___________________________________________________________________
 PP0644* NAD 83(1996)-  44 44 32.43663(N)    092 59 35.54022(W)     ADJUSTED  
 PP0644* NAVD 88     -       273.350  (meters)     896.82   (feet)  ADJUSTED  
 PP0644  ___________________________________________________________________
 PP0644  X           -    -236,961.399 (meters)                     COMP
 PP0644  Y           -  -4,531,775.103 (meters)                     COMP
 PP0644  Z           -   4,467,228.779 (meters)                     COMP
 PP0644  LAPLACE CORR-         -11.23  (seconds)                    DEFLEC99
 PP0644  ELLIP HEIGHT-         245.11  (meters)          (01/15/97) GPS OBS
 PP0644  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 PP0644  DYNAMIC HT  -         273.330 (meters)     896.75  (feet)  COMP
 PP0644  MODELED GRAV-     980,536.8   (mgal)                       NAVD 88
 PP0644  OBS GRAVITY -     980,537.6   (mgal)                       GRAV_OBS
 PP0644
 PP0644  HORZ ORDER  -  FIRST
 PP0644  VERT ORDER  -  SECOND    CLASS 0
 PP0644  ELLP ORDER  -  FOURTH    CLASS II
 PP0644
 PP0644.The horizontal coordinates were established by GPS observations
 PP0644.and adjusted by the National Geodetic Survey in January 1997..
 PP0644.No horizontal observational check was made to the station.
 PP0644
 PP0644.The orthometric height was determined by differential leveling
 PP0644.and adjusted by the National Geodetic Survey in June 1991..
 PP0644
 PP0644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0644
 PP0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP0644
 PP0644.The ellipsoidal height was determined by GPS observations
 PP0644.and is referenced to NAD 83.
 PP0644
 PP0644.The geoid height was determined by GEOID03.
 PP0644
 PP0644.The dynamic height is computed by dividing the NAVD 88
 PP0644.geopotential number by the normal gravity value computed on the
 PP0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0644.degrees latitude (g = 980.6199 gals.).
 PP0644
 PP0644.The modeled gravity was interpolated from observed gravity values.
 PP0644.The observed gravity was obtained from relative gravimeter ties
 PP0644.to the IGSN71 gravity network.
 PP0644
 PP0644;                    North         East     Units Scale Factor Converg.
 PP0644;SPC MN S     -   294,086.221   879,729.993   MT  0.99993086   +0 42 20.5
 PP0644;UTM  15      - 4,954,328.701   500,537.896   MT  0.99960000   +0 00 17.2
 PP0644
 PP0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0644!SPC MN S     -   0.99996157  x   0.99993086  =   0.99989243
 PP0644!UTM  15      -   0.99996157  x   0.99960000  =   0.99956159
 PP0644
 PP0644                          SUPERSEDED SURVEY CONTROL
 PP0644
 PP0644  NAVD 88 (01/15/97)  273.35   (m)          896.8    (f) LEVELING    3  
 PP0644  NGVD 29 (??/??/92)  273.303  (m)          896.66   (f) ADJ UNCH    2 0
 PP0644
 PP0644.Superseded values are not recommended for survey control.
 PP0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0644.See file dsdata.txt to determine how the superseded data were derived.
 PP0644
 PP0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0053854329(NAD 83)
 PP0644_MARKER: DV = VERTICAL CONTROL DISK
 PP0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0644_SP_SET: MONUMENT
 PP0644_STAMPING: 8 RDS 1950
 PP0644_MARK LOGO: USGS  
 PP0644_PROJECTION: FLUSH
 PP0644_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0644+STABILITY: SURFACE MOTION
 PP0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0644+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 PP0644
 PP0644  HISTORY     - Date     Condition        Report By
 PP0644  HISTORY     - 1950     MONUMENTED       NGS
 PP0644  HISTORY     - 1970     GOOD             NGS
 PP0644  HISTORY     - 1987     GOOD             USPSQD
 PP0644  HISTORY     - 19960325 GOOD             MN-037
 PP0644  HISTORY     - 19990929 GOOD             MN-037
 PP0644  HISTORY     - 20040919 GOOD             USPSQD
 PP0644
 PP0644                          STATION DESCRIPTION
 PP0644
 PP0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0644'2.5 MI SE FROM PINE BEND.
 PP0644'MARK IS LOCATED, 1,950 FEET WEST OF JUNCTION T.H. 55 AND COUNTY ROAD
 PP0644'38, 399 FEET EAST OF JUNCTION OF COUNTY ROAD 38 AND COUNTY ROAD 42
 PP0644'(T-ROAD SOUTH), 12 FEET WEST OF A POWER POLE, 1 FOOT SOUTH OF A STEEL
 PP0644'WITNESS POST, IN A CONCRETE MONUMENT, 3 INCHES ABOVE GROUND.  NW 1/4
 PP0644'SECTION 28, T 115N, R 18W.
 PP0644
 PP0644                          STATION RECOVERY (1987)
 PP0644
 PP0644'RECOVERY NOTE BY US POWER SQUADRON 1987 (RK)
 PP0644'RECOVERED IN GOOD CONDITION.
 PP0644
 PP0644                          STATION RECOVERY (1996)
 PP0644
 PP0644'RECOVERY NOTE BY DAKOTA COUNTY MINNESOTA 1996 (RGS)
 PP0644'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP0644'THE MARK IS LOCATED IN THE CITY OF ROSEMOUNT IN THE NW 1/4 OF SECTION
 PP0644'28, T115N R18W.  TO REACH THE MARK FROM THE JCT OF TH 55 AND CO RD 42,
 PP0644'GO SW ON CO RD 42 FOR 600 FT (182.9 M) TO 142ND ST WEST, TURN RIGHT
 PP0644'(WEST) ON 142ND ST AND GO 800 FT (243.8 M) TO THE MARK ON THE RIGHT.
 PP0644'THE MARK, A STANDARD USGS VERTICAL DISK SET IN A CONCRETE MONUMENT, IS
 PP0644'26 FT (7.9 M) NORTH OF THE CENTERLINE OF 142ND ST WEST AND 10 FT (3.0
 PP0644'M) WNW OF A P-POLE, AND 1 FT (0.3 M) SOUTH OF A WIT POST.  RECOVERED
 PP0644'AND DESCRIBED BY ROBERT G.  SOMMERS, CHECKED BY J.E.M.
 PP0644
 PP0644                          STATION RECOVERY (1999)
 PP0644
 PP0644'RECOVERY NOTE BY DAKOTA COUNTY MINNESOTA 1999 (RGS)
 PP0644'RECOVERED AS REDESCRIBED IN 1996 (RGS)
 PP0644'
 PP0644
 PP0644                          STATION RECOVERY (2004)
 PP0644
 PP0644'RECOVERY NOTE BY US POWER SQUADRON 2004
 PP0644'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0803 ***********************************************************************
 QO0803  DESIGNATION -  8 WHV RESET
 QO0803  PID         -  QO0803
 QO0803  STATE/COUNTY-  MN/ANOKA
 QO0803  USGS QUAD   -  CIRCLE PINES (1993)
 QO0803
 QO0803                         *CURRENT SURVEY CONTROL
 QO0803  ___________________________________________________________________
 QO0803* NAD 83(1986)-  45 12 18.     (N)    093 14 04.     (W)     SCALED    
 QO0803* NAVD 88     -       278.057  (meters)     912.26   (feet)  ADJUSTED  
 QO0803  ___________________________________________________________________
 QO0803  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 QO0803  DYNAMIC HT  -         278.048 (meters)     912.23  (feet)  COMP
 QO0803  MODELED GRAV-     980,578.1   (mgal)                       NAVD 88
 QO0803
 QO0803  VERT ORDER  -  SECOND    CLASS 0
 QO0803
 QO0803.The horizontal coordinates were scaled from a topographic map and have
 QO0803.an estimated accuracy of +/- 6 seconds.
 QO0803
 QO0803.The orthometric height was determined by differential leveling
 QO0803.and adjusted by the National Geodetic Survey in June 1991..
 QO0803
 QO0803.The geoid height was determined by GEOID03.
 QO0803
 QO0803.The dynamic height is computed by dividing the NAVD 88
 QO0803.geopotential number by the normal gravity value computed on the
 QO0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0803.degrees latitude (g = 980.6199 gals.).
 QO0803
 QO0803.The modeled gravity was interpolated from observed gravity values.
 QO0803
 QO0803;                    North         East    Units  Estimated Accuracy
 QO0803;SPC MN S     -   345,290.      860,150.      MT  (+/- 180 meters Scaled)
 QO0803
 QO0803                          SUPERSEDED SURVEY CONTROL
 QO0803
 QO0803  NGVD 29 (??/??/92)  277.989  (m)          912.04   (f) ADJ UNCH    2 0
 QO0803
 QO0803.Superseded values are not recommended for survey control.
 QO0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0803.See file dsdata.txt to determine how the superseded data were derived.
 QO0803
 QO0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL815057(NAD 83)
 QO0803_MARKER: DD = SURVEY DISK
 QO0803_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0803_SP_SET: MONUMENT
 QO0803_STAMPING: 8 WHV RESET 1958
 QO0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0803
 QO0803  HISTORY     - Date     Condition        Report By
 QO0803  HISTORY     - 1958     MONUMENTED       USGS
 QO0803  HISTORY     - 1969     GOOD             MNDT
 QO0803
 QO0803                          STATION DESCRIPTION
 QO0803
 QO0803'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0803'5.7 MI S FROM SODERVILLE.
 QO0803'MARK IS LOCATED 5.7 MILES SOUTH OF THE JUNCTION OF TH 65 AND COUNTY
 QO0803'ROAD 18 AT SODERVILLE, 0.6 MILES NORTH OF TH 242 (JOHNSVILLE) 200 FEET
 QO0803'NORTH OF 129TH AVENUE NORTHEAST, 150 FEET NORTHEAST OF THE EAST END OF
 QO0803'A CONCRETE CULVERT, 94 FEET EAST OF TH 65 NORTH BOUND CENTERLINE,
 QO0803'ACROSS TH 65 FROM THE JOHNSVILLE PACKING PLANT, 1 FOOT WEST OF A STEEL
 QO0803'WITNESS POST, IN A CONCRETE MONUMENT SET FLUSH WITH THE GROUND. NE 1/4
 QO0803'SECTION 5, T 31N, R 23W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5958 ***********************************************************************
 DF5958  DESIGNATION -  80
 DF5958  PID         -  DF5958
 DF5958  STATE/COUNTY-  MN/PINE
 DF5958  USGS QUAD   -  KERRICK (1981)
 DF5958
 DF5958                         *CURRENT SURVEY CONTROL
 DF5958  ___________________________________________________________________
 DF5958* NAD 83(1996)-  46 18 08.22834(N)    092 34 57.94432(W)     ADJUSTED  
 DF5958* NAVD 88     -       366.0    (meters)    1201.     (feet)  GPS OBS   
 DF5958  ___________________________________________________________________
 DF5958  X           -    -198,920.149 (meters)                     COMP
 DF5958  Y           -  -4,409,838.315 (meters)                     COMP
 DF5958  Z           -   4,588,769.237 (meters)                     COMP
 DF5958  LAPLACE CORR-           7.13  (seconds)                    DEFLEC99
 DF5958  ELLIP HEIGHT-         338.60  (meters)          (05/27/03) GPS OBS
 DF5958  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DF5958
 DF5958  HORZ ORDER  -  FIRST
 DF5958  ELLP ORDER  -  THIRD     CLASS I
 DF5958
 DF5958.The horizontal coordinates were established by GPS observations
 DF5958.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5958
 DF5958.The orthometric height was determined by GPS observations and a
 DF5958.high-resolution geoid model.
 DF5958
 DF5958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5958
 DF5958.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5958
 DF5958.The ellipsoidal height was determined by GPS observations
 DF5958.and is referenced to NAD 83.
 DF5958
 DF5958.The geoid height was determined by GEOID03.
 DF5958
 DF5958;                    North         East     Units Scale Factor Converg.
 DF5958;SPC MN C     -   246,095.608   928,425.144   MT  0.99992218   +1 12 21.8
 DF5958;UTM  15      - 5,127,718.979   532,131.280   MT  0.99961269   +0 18 06.0
 DF5958
 DF5958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5958!SPC MN C     -   0.99994692  x   0.99992218  =   0.99986911
 DF5958!UTM  15      -   0.99994692  x   0.99961269  =   0.99955963
 DF5958
 DF5958                          SUPERSEDED SURVEY CONTROL
 DF5958
 DF5958.No superseded survey control is available for this station.
 DF5958
 DF5958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3213127719(NAD 83)
 DF5958_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5958_STAMPING: NO 79
 DF5958_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5958+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5958
 DF5958  HISTORY     - Date     Condition        Report By
 DF5958  HISTORY     - 1999     MONUMENTED       MN-115
 DF5958
 DF5958                          STATION DESCRIPTION
 DF5958
 DF5958'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5958'5.6 MI (9.0 KM) EAST AND NORTH ON CO RD 44 FROM JCT OF TH 23 IN BRUNO,
 DF5958'30 FT (9.1 M) NORTH OF CO RD 44, 4 FT (1.2 M) SOUTH OF P-POLE, 2 FT
 DF5958'(0.6 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0769 ***********************************************************************
 QO0769  DESIGNATION -  80 A
 QO0769  PID         -  QO0769
 QO0769  STATE/COUNTY-  MN/ANOKA
 QO0769  USGS QUAD   -  CENTERVILLE (1993)
 QO0769
 QO0769                         *CURRENT SURVEY CONTROL
 QO0769  ___________________________________________________________________
 QO0769* NAD 83(1986)-  45 14 25.     (N)    093 01 40.     (W)     SCALED    
 QO0769* NAVD 88     -       271.548  (meters)     890.90   (feet)  ADJUSTED  
 QO0769  ___________________________________________________________________
 QO0769  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 QO0769  DYNAMIC HT  -         271.546 (meters)     890.90  (feet)  COMP
 QO0769  MODELED GRAV-     980,600.2   (mgal)                       NAVD 88
 QO0769
 QO0769  VERT ORDER  -  SECOND    CLASS 0
 QO0769
 QO0769.The horizontal coordinates were scaled from a topographic map and have
 QO0769.an estimated accuracy of +/- 6 seconds.
 QO0769
 QO0769.The orthometric height was determined by differential leveling
 QO0769.and adjusted by the National Geodetic Survey in June 1991..
 QO0769
 QO0769.The geoid height was determined by GEOID03.
 QO0769
 QO0769.The dynamic height is computed by dividing the NAVD 88
 QO0769.geopotential number by the normal gravity value computed on the
 QO0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0769.degrees latitude (g = 980.6199 gals.).
 QO0769
 QO0769.The modeled gravity was interpolated from observed gravity values.
 QO0769
 QO0769;                    North         East    Units  Estimated Accuracy
 QO0769;SPC MN S     -   349,380.      876,330.      MT  (+/- 180 meters Scaled)
 QO0769
 QO0769                          SUPERSEDED SURVEY CONTROL
 QO0769
 QO0769  NGVD 29 (??/??/92)  271.508  (m)          890.77   (f) ADJ UNCH    2 0
 QO0769
 QO0769.Superseded values are not recommended for survey control.
 QO0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0769.See file dsdata.txt to determine how the superseded data were derived.
 QO0769
 QO0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL978096(NAD 83)
 QO0769_MARKER: Z = SEE DESCRIPTION
 QO0769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0769_SP_SET: CONCRETE BASE
 QO0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0769
 QO0769  HISTORY     - Date     Condition        Report By
 QO0769  HISTORY     - UNK      MONUMENTED       MNDT
 QO0769  HISTORY     - 1970     GOOD             MNDT
 QO0769
 QO0769                          STATION DESCRIPTION
 QO0769
 QO0769'DESCRIBED BY MN DEPT OF TRANSP 1970
 QO0769'3.5 MI S FROM FOREST LAKE.
 QO0769'MARK IS LOCATED 0.9 MILES WEST OF T.H. 61 IN FOREST LAKE ALONG COUNTY
 QO0769'ROAD 2 (BROADWAY), THENCE 3.3 MILES SOUTH ALONG FAI 35, 1.5 MILES
 QO0769'NORTH OF THE NORTH JUNCTION OF FAI 35-W AND 35-E, 0.7 MILES SOUTH OF
 QO0769'T.H. 97 (OLD T.H. 8), 64 FEET EAST OF FAI 35 NORTHBOUND CENTERLINE
 QO0769'STATION 857 + 90, IN THE NORTHWEST BOLT IN THE CONCRETE BASE OF THE
 QO0769'WEST LEG OF A HIGHWAY INFORMATION SIGN (MINN.  97 EXIT 1/2 MILE).  NW
 QO0769'1/4 SECTION 25, T 32N, R 22W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6539 ***********************************************************************
 DG6539  DESIGNATION -  80 KEE
 DG6539  PID         -  DG6539
 DG6539  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DG6539  USGS QUAD   -  GRACETON NW (1968)
 DG6539
 DG6539                         *CURRENT SURVEY CONTROL
 DG6539  ___________________________________________________________________
 DG6539* NAD 83(1986)-  48 43 40.     (N)    094 57 31.     (W)     SCALED    
 DG6539* NAVD 88     -       362.836  (meters)    1190.40   (feet)  ADJUSTED  
 DG6539  ___________________________________________________________________
 DG6539  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DG6539  DYNAMIC HT  -         362.923 (meters)    1190.69  (feet)  COMP
 DG6539  MODELED GRAV-     980,840.5   (mgal)                       NAVD 88
 DG6539
 DG6539  VERT ORDER  -  SECOND    CLASS I
 DG6539
 DG6539.The horizontal coordinates were scaled from a topographic map and have
 DG6539.an estimated accuracy of +/- 6 seconds.
 DG6539
 DG6539.The orthometric height was determined by differential leveling
 DG6539.and adjusted by the National Geodetic Survey in March 2005..
 DG6539.No vertical observational check was made to the station.
 DG6539
 DG6539.The geoid height was determined by GEOID03.
 DG6539
 DG6539.The dynamic height is computed by dividing the NAVD 88
 DG6539.geopotential number by the normal gravity value computed on the
 DG6539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6539.degrees latitude (g = 980.6199 gals.).
 DG6539
 DG6539.The modeled gravity was interpolated from observed gravity values.
 DG6539
 DG6539;                    North         East    Units  Estimated Accuracy
 DG6539;SPC MN N     -   349,330.      663,270.      MT  (+/- 180 meters Scaled)
 DG6539
 DG6539                          SUPERSEDED SURVEY CONTROL
 DG6539
 DG6539.No superseded survey control is available for this station.
 DG6539
 DG6539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP559990(NAD 83)
 DG6539_MARKER: DD = SURVEY DISK
 DG6539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6539_STAMPING: 80 KEE 1967
 DG6539_MARK LOGO: USGS  
 DG6539_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG6539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6539+STABILITY: SURFACE MOTION
 DG6539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6539+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 DG6539
 DG6539  HISTORY     - Date     Condition        Report By
 DG6539  HISTORY     - 1967     MONUMENTED       USGS
 DG6539  HISTORY     - 20030910 GOOD             MNDT
 DG6539
 DG6539                          STATION DESCRIPTION
 DG6539
 DG6539'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG6539'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.8 MILES (4.5
 DG6539'KM) SOUTH ON COUNTY ROAD 2 FROM TRUNK HIGHWAY 11 IN WILLIAMS, 14 7
 DG6539'FEET (2.1 M) SOUTH AND 75 FEET (22.9 M) WEST OF COUNTY ROAD 2 AND
 DG6539'CROSS-DRIVES, 2 FEET (0.6 M) SOUTH OF POWER POLE, 0.5 FEET (15.2 CM)
 DG6539'EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0431 ***********************************************************************
 RO0431  DESIGNATION -  8001 A
 RO0431  PID         -  RO0431
 RO0431  STATE/COUNTY-  MN/WADENA
 RO0431  USGS QUAD   -  VERNDALE (1969)
 RO0431
 RO0431                         *CURRENT SURVEY CONTROL
 RO0431  ___________________________________________________________________
 RO0431* NAD 83(1986)-  46 24 24.     (N)    095 02 13.     (W)     SCALED    
 RO0431* NAVD 88     -       405.213  (meters)    1329.44   (feet)  ADJUSTED  
 RO0431  ___________________________________________________________________
 RO0431  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 RO0431  DYNAMIC HT  -         405.225 (meters)    1329.48  (feet)  COMP
 RO0431  MODELED GRAV-     980,632.2   (mgal)                       NAVD 88
 RO0431
 RO0431  VERT ORDER  -  SECOND    CLASS 0
 RO0431
 RO0431.The horizontal coordinates were scaled from a topographic map and have
 RO0431.an estimated accuracy of +/- 6 seconds.
 RO0431
 RO0431.The orthometric height was determined by differential leveling
 RO0431.and adjusted by the National Geodetic Survey in June 1991..
 RO0431
 RO0431.The geoid height was determined by GEOID03.
 RO0431
 RO0431.The dynamic height is computed by dividing the NAVD 88
 RO0431.geopotential number by the normal gravity value computed on the
 RO0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0431.degrees latitude (g = 980.6199 gals.).
 RO0431
 RO0431.The modeled gravity was interpolated from observed gravity values.
 RO0431
 RO0431;                    North         East    Units  Estimated Accuracy
 RO0431;SPC MN C     -   256,650.      739,490.      MT  (+/- 180 meters Scaled)
 RO0431
 RO0431                          SUPERSEDED SURVEY CONTROL
 RO0431
 RO0431  NGVD 29 (??/??/92)  404.999  (m)         1328.73   (f) ADJ UNCH    2 0
 RO0431
 RO0431.Superseded values are not recommended for survey control.
 RO0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0431.See file dsdata.txt to determine how the superseded data were derived.
 RO0431
 RO0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM434412(NAD 83)
 RO0431_MARKER: DD = SURVEY DISK
 RO0431_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RO0431_SP_SET: ABUTMENT
 RO0431_STAMPING: 8001 A 1948
 RO0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0431
 RO0431  HISTORY     - Date     Condition        Report By
 RO0431  HISTORY     - 1948     MONUMENTED       MNDT
 RO0431  HISTORY     - 1973     GOOD             MNDT
 RO0431
 RO0431                          STATION DESCRIPTION
 RO0431
 RO0431'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0431'0.9 MI NW FROM VERNDALE.
 RO0431'THE MARK IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER ABUTMENT OF
 RO0431'BRIDGE 4224 (TRUNK HIGHWAY 10 OVER THE WING RIVER) AT MILEPOST 95.4.
 RO0431'IT IS 1.2 MILES MEASURED NORTHWESTERLY FROM THE JUNCTION OF WADENA
 RO0431'COUNTY ROAD 22 AND TRUNK HIGHWAY 10 IN VERNDALE.  IT IS 1 FOOT ABOVE
 RO0431'THE LEVEL OF THE HIGHWAY.  CORNER OF NE 1/4, SEC 24, T 134N, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0423 ***********************************************************************
 RO0423  DESIGNATION -  8001 B
 RO0423  PID         -  RO0423
 RO0423  STATE/COUNTY-  MN/WADENA
 RO0423  USGS QUAD   -  WADENA (1969)
 RO0423
 RO0423                         *CURRENT SURVEY CONTROL
 RO0423  ___________________________________________________________________
 RO0423* NAD 83(1986)-  46 26 18.     (N)    095 07 37.     (W)     SCALED    
 RO0423* NAVD 88     -       407.202  (meters)    1335.96   (feet)  ADJUSTED  
 RO0423  ___________________________________________________________________
 RO0423  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 RO0423  DYNAMIC HT  -         407.213 (meters)    1336.00  (feet)  COMP
 RO0423  MODELED GRAV-     980,631.1   (mgal)                       NAVD 88
 RO0423
 RO0423  VERT ORDER  -  SECOND    CLASS 0
 RO0423
 RO0423.The horizontal coordinates were scaled from a topographic map and have
 RO0423.an estimated accuracy of +/- 6 seconds.
 RO0423
 RO0423.The orthometric height was determined by differential leveling
 RO0423.and adjusted by the National Geodetic Survey in June 1991..
 RO0423
 RO0423.The geoid height was determined by GEOID03.
 RO0423
 RO0423.The dynamic height is computed by dividing the NAVD 88
 RO0423.geopotential number by the normal gravity value computed on the
 RO0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0423.degrees latitude (g = 980.6199 gals.).
 RO0423
 RO0423.The modeled gravity was interpolated from observed gravity values.
 RO0423
 RO0423;                    North         East    Units  Estimated Accuracy
 RO0423;SPC MN C     -   260,240.      732,610.      MT  (+/- 180 meters Scaled)
 RO0423
 RO0423                          SUPERSEDED SURVEY CONTROL
 RO0423
 RO0423  NGVD 29 (??/??/92)  406.980  (m)         1335.23   (f) ADJ UNCH    2 0
 RO0423
 RO0423.Superseded values are not recommended for survey control.
 RO0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0423.See file dsdata.txt to determine how the superseded data were derived.
 RO0423
 RO0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM366449(NAD 83)
 RO0423_MARKER: DB = BENCH MARK DISK
 RO0423_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RO0423_SP_SET: ROCK CULVERT
 RO0423_STAMPING: 8001 B 1973
 RO0423_MARK LOGO: MNDT  
 RO0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0423+STABILITY: SURFACE MOTION
 RO0423
 RO0423  HISTORY     - Date     Condition        Report By
 RO0423  HISTORY     - 1973     MONUMENTED       MNDT
 RO0423  HISTORY     - 1984     GOOD             MNDT
 RO0423
 RO0423                          STATION DESCRIPTION
 RO0423
 RO0423'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0423'IN WADENA.
 RO0423'THE MARK IS SET IN A DRILL HOLE IN THE CENTER OF THE NORTH HEADWALL OF
 RO0423'A 12 FOOT BY 12 FOOT ROCK CULVERT (BURLINGTON NORTHERN RAILROAD OVER
 RO0423'UNION CREEK).  IT IS 21 FEET NORTH OF THE NORTH RAIL OF DOUBLE TRACKS,
 RO0423'162 FEET NORTHWEST OF RAILROAD MILEPOST 165, 0.5 MILE SOUTHEAST OF
 RO0423'JUNCTION OF TRUNK HIGHWAYS 10 AND 71, 10 FEET LOWER THAN THE RAILROAD
 RO0423'TRACKS AND 8 FEET LOWER THAN TRUNK HIGHWAY 10.  NW 1/4 SECTION 8, T
 RO0423'134N, R 35W.
 RO0423
 RO0423                          STATION RECOVERY (1984)
 RO0423
 RO0423'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 RO0423'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 RO0423'IN THE TOWN OF WADENA, IN THE NW 1/4 OF SECTION 8, T134N, R35W, 0.5
 RO0423'MILE SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY
 RO0423'71, IN A BURLINGTON NORTHERN RAILROAD CULVERT OVER UNION CREEK, 21
 RO0423'FEET NORTH OF THE NORTH RAIL OF DOUBLE TRACKS, 162 FEET NORTHWEST OF
 RO0423'RAILROAD MILEPOST 165, 10 FEET BELOW THE LEVEL OF THE RAILROAD
 RO0423'TRACKS, AND 8 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 10.  THE MARK, A
 RO0423'STANDARD MNDT BENCH MARK DISK STAMPED---8001 B 1973---, IS SET FLUSH
 RO0423'IN A DRILL HOLE IN THE CENTER OF THE NORTH HEADWALL OF A 12 FOOT BY
 RO0423'12 FOOT ROCK CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0420 ***********************************************************************
 RO0420  DESIGNATION -  8001 C
 RO0420  PID         -  RO0420
 RO0420  STATE/COUNTY-  MN/WADENA
 RO0420  USGS QUAD   -  VERNDALE (1969)
 RO0420
 RO0420                         *CURRENT SURVEY CONTROL
 RO0420  ___________________________________________________________________
 RO0420* NAD 83(1986)-  46 26 06.     (N)    095 07 07.     (W)     SCALED    
 RO0420* NAVD 88     -       409.256  (meters)    1342.70   (feet)  ADJUSTED  
 RO0420  ___________________________________________________________________
 RO0420  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 RO0420  DYNAMIC HT  -         409.268 (meters)    1342.74  (feet)  COMP
 RO0420  MODELED GRAV-     980,631.9   (mgal)                       NAVD 88
 RO0420
 RO0420  VERT ORDER  -  SECOND    CLASS 0
 RO0420
 RO0420.The horizontal coordinates were scaled from a topographic map and have
 RO0420.an estimated accuracy of +/- 6 seconds.
 RO0420
 RO0420.The orthometric height was determined by differential leveling
 RO0420.and adjusted by the National Geodetic Survey in June 1991..
 RO0420
 RO0420.The geoid height was determined by GEOID03.
 RO0420
 RO0420.The dynamic height is computed by dividing the NAVD 88
 RO0420.geopotential number by the normal gravity value computed on the
 RO0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0420.degrees latitude (g = 980.6199 gals.).
 RO0420
 RO0420.The modeled gravity was interpolated from observed gravity values.
 RO0420
 RO0420;                    North         East    Units  Estimated Accuracy
 RO0420;SPC MN C     -   259,860.      733,250.      MT  (+/- 180 meters Scaled)
 RO0420
 RO0420                          SUPERSEDED SURVEY CONTROL
 RO0420
 RO0420  NGVD 29 (??/??/92)  409.036  (m)         1341.98   (f) ADJ UNCH    2 0
 RO0420
 RO0420.Superseded values are not recommended for survey control.
 RO0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0420.See file dsdata.txt to determine how the superseded data were derived.
 RO0420
 RO0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM372445(NAD 83)
 RO0420_MARKER: DD = SURVEY DISK
 RO0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0420_SP_SET: CULVERT
 RO0420_STAMPING: 8001 C 1973
 RO0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0420
 RO0420  HISTORY     - Date     Condition        Report By
 RO0420  HISTORY     - 1973     MONUMENTED       MNDT
 RO0420
 RO0420                          STATION DESCRIPTION
 RO0420
 RO0420'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0420'IN WADENA.
 RO0420'THE MARK IS SET IN A DRILL HOLE NEAR THE MIDDLE OF THE NORTH CONCRETE
 RO0420'HEADWALLS OF STONE CULVERT (BURLINGTON NORTHERN RAILROAD OVER WISKEY
 RO0420'CREEK) THAT IS 1 MILE MEASURED SOUTHEAST FROM THE JUNCTION OF TRUNK
 RO0420'HIGHWAYS 10 AND 71 IN WADENA.  IT IS 9.3 FEET NORTH OF THE NORTH RAIL
 RO0420'OF THE DOUBLE TRACKS, 7 FEET WEST OF THE EAST END OF HEADWALL, IS 3
 RO0420'FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 10, AND 2 FEET LOWER THAN THE
 RO0420'RAILROAD TRACKS.  NE 1/4 SECTION 8, T 134N, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0421 ***********************************************************************
 RO0421  DESIGNATION -  8001 C 1
 RO0421  PID         -  RO0421
 RO0421  STATE/COUNTY-  MN/WADENA
 RO0421  USGS QUAD   -  VERNDALE (1969)
 RO0421
 RO0421                         *CURRENT SURVEY CONTROL
 RO0421  ___________________________________________________________________
 RO0421* NAD 83(1986)-  46 26 30.     (N)    095 07 13.     (W)     SCALED    
 RO0421* NAVD 88     -       405.849  (meters)    1331.52   (feet)  ADJUSTED  
 RO0421  ___________________________________________________________________
 RO0421  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 RO0421  DYNAMIC HT  -         405.861 (meters)    1331.56  (feet)  COMP
 RO0421  MODELED GRAV-     980,631.4   (mgal)                       NAVD 88
 RO0421
 RO0421  VERT ORDER  -  SECOND    CLASS 0
 RO0421
 RO0421.The horizontal coordinates were scaled from a topographic map and have
 RO0421.an estimated accuracy of +/- 6 seconds.
 RO0421
 RO0421.The orthometric height was determined by differential leveling
 RO0421.and adjusted by the National Geodetic Survey in June 1991..
 RO0421
 RO0421.The geoid height was determined by GEOID03.
 RO0421
 RO0421.The dynamic height is computed by dividing the NAVD 88
 RO0421.geopotential number by the normal gravity value computed on the
 RO0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0421.degrees latitude (g = 980.6199 gals.).
 RO0421
 RO0421.The modeled gravity was interpolated from observed gravity values.
 RO0421
 RO0421;                    North         East    Units  Estimated Accuracy
 RO0421;SPC MN C     -   260,600.      733,130.      MT  (+/- 180 meters Scaled)
 RO0421
 RO0421                          SUPERSEDED SURVEY CONTROL
 RO0421
 RO0421  NGVD 29 (??/??/92)  405.628  (m)         1330.80   (f) ADJ UNCH    2 0
 RO0421
 RO0421.Superseded values are not recommended for survey control.
 RO0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0421.See file dsdata.txt to determine how the superseded data were derived.
 RO0421
 RO0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM371453(NAD 83)
 RO0421_MARKER: DB = BENCH MARK DISK
 RO0421_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RO0421_SP_SET: CONCRETE CULVERT
 RO0421_STAMPING: 8001 C 1 1973
 RO0421_MARK LOGO: MNDT  
 RO0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0421+STABILITY: SURFACE MOTION
 RO0421
 RO0421  HISTORY     - Date     Condition        Report By
 RO0421  HISTORY     - 1973     MONUMENTED       MNDT
 RO0421  HISTORY     - 1984     GOOD             MNDT
 RO0421
 RO0421                          STATION DESCRIPTION
 RO0421
 RO0421'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0421'IN WADENA.
 RO0421'THE MARK IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF SOUTH
 RO0421'HEADWAY OF A 84 INCH CONCRETE CULVERT (WADENA COUNTY ROAD 4 OVER
 RO0421'WHISKEY CREEK) 0.6 MILE MEASURED EASTERLY ALONG WADENA COUNTY ROAD 4
 RO0421'FROM IT JUNCTION WITH TRUNK HIGHWAY, WHICH IS 2 BLOCKS SOUTHEAST OF
 RO0421'THE JUNCTION OF TRUNK HIGHWAYS 10 AND 71 IN WADENA.  IT IS 58.0 FEET
 RO0421'SOUTH OF THE CENTERLINE OF WADENA COUNTY ROAD 4, IS 2.6 FEET ABOVE
 RO0421'WATER LEVEL ON JULY 31, 1973, AND IS 6 FEET BELOW THE ROAD.  NE 1/4
 RO0421'SECTION 8, T 134N, R 35W.
 RO0421
 RO0421                          STATION RECOVERY (1984)
 RO0421
 RO0421'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 RO0421'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 RO0421'IN THE TOWN OF WADENA, IN THE NE 1/4 OF SECTION 8, T134N, R35W, 0.6
 RO0421'MILE EASTERLY ALONG COUNTY ROAD 4 FROM ITS JUNCTION WITH TRUNK
 RO0421'HIGHWAY 71 WHICH IS 2 BLOCKS SOUTHEAST OF THE JUNCTION OF TRUNK
 RO0421'HIGHWAY 10 AND TRUNK HIGHWAY 71, 58 FEET SOUTH OF THE CENTERLINE OF
 RO0421'COUNTY ROAD 4, 2.6 FEET ABOVE THE LEVEL OF THE WATER LEVEL OF JULY
 RO0421'31, 1983, AND 6 FEET BELOW THE LEVEL OF THE ROAD.  THE MARK, A
 RO0421'STANDARD MNDT BENCH MARK DISK STAMPED---8001 C 1 1973---, IS SET
 RO0421'FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH
 RO0421'HEADWALL OF A 84 INCH CONCRETE CULVERT (COUNTY ROAD 4 OVER THE
 RO0421'WHISKEY CREEK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0433 ***********************************************************************
 RO0433  DESIGNATION -  8001 E
 RO0433  PID         -  RO0433
 RO0433  STATE/COUNTY-  MN/WADENA
 RO0433  USGS QUAD   -  VERNDALE (1969)
 RO0433
 RO0433                         *CURRENT SURVEY CONTROL
 RO0433  ___________________________________________________________________
 RO0433* NAD 83(1986)-  46 25 30.     (N)    095 05 13.     (W)     SCALED    
 RO0433* NAVD 88     -       410.906  (meters)    1348.11   (feet)  ADJUSTED  
 RO0433  ___________________________________________________________________
 RO0433  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 RO0433  DYNAMIC HT  -         410.919 (meters)    1348.16  (feet)  COMP
 RO0433  MODELED GRAV-     980,633.0   (mgal)                       NAVD 88
 RO0433
 RO0433  VERT ORDER  -  SECOND    CLASS 0
 RO0433
 RO0433.The horizontal coordinates were scaled from a topographic map and have
 RO0433.an estimated accuracy of +/- 6 seconds.
 RO0433
 RO0433.The orthometric height was determined by differential leveling
 RO0433.and adjusted by the National Geodetic Survey in June 1991..
 RO0433
 RO0433.The geoid height was determined by GEOID03.
 RO0433
 RO0433.The dynamic height is computed by dividing the NAVD 88
 RO0433.geopotential number by the normal gravity value computed on the
 RO0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0433.degrees latitude (g = 980.6199 gals.).
 RO0433
 RO0433.The modeled gravity was interpolated from observed gravity values.
 RO0433
 RO0433;                    North         East    Units  Estimated Accuracy
 RO0433;SPC MN C     -   258,720.      735,670.      MT  (+/- 180 meters Scaled)
 RO0433
 RO0433                          SUPERSEDED SURVEY CONTROL
 RO0433
 RO0433  NGVD 29 (??/??/92)  410.689  (m)         1347.40   (f) ADJ UNCH    2 0
 RO0433
 RO0433.Superseded values are not recommended for survey control.
 RO0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0433.See file dsdata.txt to determine how the superseded data were derived.
 RO0433
 RO0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM396433(NAD 83)
 RO0433_MARKER: DD = SURVEY DISK
 RO0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0433_SP_SET: CULVERT
 RO0433_STAMPING: 8001 E 1973
 RO0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0433
 RO0433  HISTORY     - Date     Condition        Report By
 RO0433  HISTORY     - 1973     MONUMENTED       MNDT
 RO0433
 RO0433                          STATION DESCRIPTION
 RO0433
 RO0433'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0433'1.4 MI SE FROM WADENA.
 RO0433'THE MARK IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER (MOST
 RO0433'SOUTHERLY) OF A 4 FOOT BY 4 FOOT CONCRETE BOX CULVERT UNDER TRUNK
 RO0433'HIGHWAY 10 AT MILEPOST 92.7.  IT IS 2.8 MILES MEASURED SOUTHEAST ALONG
 RO0433'TRUNK HIGHWAY 10 FROM ITS JUNCTION WITH TRUNK HIGHWAY 71 IN WADENA. IT
 RO0433'IS 29 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 10 AT ENGINEERS
 RO0433'STATION 310+22, 5.5 FEET EAST OF A WOOD GUARDRAIL POST AND IS 3 FEET
 RO0433'BELOW THE LEVEL OF THE HIGHWAY.  NW 1/4 SECTION 15, T 134, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0434 ***********************************************************************
 RO0434  DESIGNATION -  8001 F
 RO0434  PID         -  RO0434
 RO0434  STATE/COUNTY-  MN/WADENA
 RO0434  USGS QUAD   -  VERNDALE (1969)
 RO0434
 RO0434                         *CURRENT SURVEY CONTROL
 RO0434  ___________________________________________________________________
 RO0434* NAD 83(1996)-  46 25 06.07232(N)    095 04 20.08522(W)     ADJUSTED  
 RO0434* NAVD 88     -       413.739  (meters)    1357.41   (feet)  ADJUSTED  
 RO0434  ___________________________________________________________________
 RO0434  X           -    -389,455.610 (meters)                     COMP
 RO0434  Y           -  -4,387,768.252 (meters)                     COMP
 RO0434  Z           -   4,597,708.555 (meters)                     COMP
 RO0434  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 RO0434  ELLIP HEIGHT-         386.88  (meters)          (04/12/04) GPS OBS
 RO0434  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 RO0434  DYNAMIC HT  -         413.752 (meters)    1357.45  (feet)  COMP
 RO0434  MODELED GRAV-     980,632.7   (mgal)                       NAVD 88
 RO0434
 RO0434  HORZ ORDER  -  FIRST
 RO0434  VERT ORDER  -  SECOND    CLASS 0
 RO0434  ELLP ORDER  -  THIRD     CLASS I
 RO0434
 RO0434.The horizontal coordinates were established by GPS observations
 RO0434.and adjusted by the MN DEPT OF TRANSP in April 2004..
 RO0434
 RO0434.The orthometric height was determined by differential leveling
 RO0434.and adjusted by the National Geodetic Survey in June 1991..
 RO0434
 RO0434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0434
 RO0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0434
 RO0434.The ellipsoidal height was determined by GPS observations
 RO0434.and is referenced to NAD 83.
 RO0434
 RO0434.The geoid height was determined by GEOID03.
 RO0434
 RO0434.The dynamic height is computed by dividing the NAVD 88
 RO0434.geopotential number by the normal gravity value computed on the
 RO0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0434.degrees latitude (g = 980.6199 gals.).
 RO0434
 RO0434.The modeled gravity was interpolated from observed gravity values.
 RO0434
 RO0434;                    North         East     Units Scale Factor Converg.
 RO0434;SPC MN C     -   257,972.885   736,793.857   MT  0.99992308   -0 35 41.3
 RO0434;UTM  15      - 5,142,617.630   340,756.483   MT  0.99991172   -1 30 05.2
 RO0434
 RO0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0434!SPC MN C     -   0.99993936  x   0.99992308  =   0.99986244
 RO0434!UTM  15      -   0.99993936  x   0.99991172  =   0.99985108
 RO0434
 RO0434                          SUPERSEDED SURVEY CONTROL
 RO0434
 RO0434  NAD 83(1996)-  46 25 06.07292(N)    095 04 20.08410(W) AD(       ) 3
 RO0434  NAD 83(1986)-  46 25 06.06996(N)    095 04 20.07643(W) AD(       ) 3
 RO0434  NAD 27      -  46 25 06.20798(N)    095 04 18.98398(W) AD(       ) 3
 RO0434  NAVD 88 (05/20/97)  413.74   (m)         1357.4    (f) LEVELING    3  
 RO0434  NGVD 29 (??/??/92)  413.522  (m)         1356.70   (f) ADJ UNCH    2 0
 RO0434
 RO0434.Superseded values are not recommended for survey control.
 RO0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0434.See file dsdata.txt to determine how the superseded data were derived.
 RO0434
 RO0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4075642618(NAD 83)
 RO0434_MARKER: DV = VERTICAL CONTROL DISK
 RO0434_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0434_STAMPING: 8001 F 1973
 RO0434_MARK LOGO: MNDT  
 RO0434_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0434+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2003
 RO0434
 RO0434  HISTORY     - Date     Condition        Report By
 RO0434  HISTORY     - 1973     MONUMENTED       MNDT
 RO0434  HISTORY     - 1974     GOOD             MNDT
 RO0434  HISTORY     - 1974     GOOD             MNDT
 RO0434  HISTORY     - 1984     GOOD             MNDT
 RO0434  HISTORY     - 20030317 GOOD             MNDT
 RO0434
 RO0434                          STATION DESCRIPTION
 RO0434
 RO0434'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0434'2.2 MI SW FROM WADENA.
 RO0434'THE MARK IS 0.05 MILE SOUTH ALONG WADENA COUNTY ROAD 107 FROM ITS
 RO0434'JUNCTION WITH TRUNK HIGHWAY 10 (MILEPOST 93.5) WHICH IS 3.5 MILES
 RO0434'MEASURED SOUTHEAST ALONG TRUNK HIGHWAY 10 FROM ITS JUNCTION WITH TRUNK
 RO0434'HIGHWAY 71 IN WADENA.  ITS IS 29 FEET WEST OF WADENA COUNTY ROAD 107,
 RO0434'94 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE BURLINGTON NORTHERN
 RO0434'RAILROAD, 8.4 FEET NORTHWEST OF COUNTY ROAD 107 SIGN POST, 100 FEET
 RO0434'NORTH OF BELL TELEPHONE CABLE MARKER, 6 FEET SOUTHWEST OF TELEGRAPH
 RO0434'POLE NUMBER 5791 AND 1 FOOT EAST OF NORTH-SOUTH FENCE LINE. IT IS 1
 RO0434'FOOT EAST OF A STEEL WITNESS POST AND IS 2 FEET HIGHER THAN THE COUNTY
 RO0434'ROAD AND THE RAILROAD.  THE MARK IS CRIMPED ON TOP OF A 5/8 INCH
 RO0434'DIAMETER BY 16 FOOT LONG COPPER-COATED STEEL ROD (MAGNECTIC) DRIVEN
 RO0434'FLUSH WITH THE GROUND.  NOTE-- ALL DISTANCES ARE WITH RESPECT TO
 RO0434'CENTERLINE UNLESS OTHERWISE STATED.  SE 1/4 SECTION 15, T 134N, R 35W.
 RO0434
 RO0434                          STATION RECOVERY (1974)
 RO0434
 RO0434'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RO0434'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND
 RO0434'TRUNK HIGHWAY 71 IN WADENA, GO SOUTHEAST ON TRUNK HIGHWAY 10 FOR
 RO0434'3.85 MILES TO COUNTY ROAD 107, TURN RIGHT AND GO
 RO0434'SOUTH FOR 0.1 MILE TO THE BURLINGTON NORTHERN RAILROAD AND THE
 RO0434'MARK ON THE RIGHT.
 RO0434'
 RO0434'THE STATION MARK, A STANDARD MHD VCM DISK STAMPED 8001 F 1973, IS
 RO0434'CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 16 FOOT LONG DRIVEN
 RO0434'COPPER COATED STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE
 RO0434'GROUND, AND 2 FEET LOWER THAN THE LEVEL OF THE RAILROAD TRACKS AND
 RO0434'COUNTY ROAD 107.  THE MARK IS 29 FEET WEST OF WADENA COUNTY
 RO0434'ROAD 107, 94 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 RO0434'BURLINGTON NORTHERN RAILROAD, 8.4 FEET NORTHWEST OF A COUNTY ROAD
 RO0434'107 SIGN POST, 100 FEET NORTH OF A BELL TELEPHONE CABLE
 RO0434'MARKER, 1 FOOT EAST OF A NORTH-SOUTH FENCE, AND 1 FOOT EAST OF A
 RO0434'STEEL WITNESS POST.
 RO0434
 RO0434                          STATION RECOVERY (1974)
 RO0434
 RO0434'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RO0434'THE MARK WAS FOUND, AS DESCRIBED, 3.45 MILES SOUTHEAST ALONG T.H. 10
 RO0434'FROM THE JUNCTION OF T.H. 10 AND T.H. 71 IN WADENA, THENCE, AT T.H.
 RO0434'10 MILEPOINT 93.5, 0.05 MILES SOUTH ALONG COUNTY ROAD 107. IT IS 29
 RO0434'FEET WEST OF AND 2 FEET LOWER THAN THE CENTERLINE OF COUNTY ROAD 107,
 RO0434'94.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE BURLINGTON NORTHERN
 RO0434'RAILROAD, 100 FEET NORTH OF A BELL TELEPHONE BURIED CABLE MARKER, 8.4
 RO0434'FEET NORTHWEST OF A ROAD SIGN WADENA COUNTY 107, AND 1 FOOT EAST OF A
 RO0434'NORTH-SOUTH FENCE. IT IS 1.0 FEET EAST OF A STEEL WITNESS POST
 RO0434'CRIMPED TO 16 FEET OF COPPER-CLAD STEEL ROD SET FLUSH WITH THE
 RO0434'GROUND.
 RO0434
 RO0434                          STATION RECOVERY (1984)
 RO0434
 RO0434'RECOVERY NOTE BY MN DEPT OF TRANSP 1984 (DKH)
 RO0434'THE STATION WAS RECOVERED IN GOOD CONDITION ABOUT 3 MILES SOUTHEAST OF
 RO0434'THE TOWN OF WADENA, IN THE SE 1/4 OF SECTION 15, T134N, R35W, IN THE
 RO0434'SOUTHWEST QUADRANT OF THE INTERSECTION OFCOUNTY ROAD 107 AND THE
 RO0434'BURLINGTON NORTHERN RAILROAD.
 RO0434'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 RO0434'HIGHWAY 71 IN WADENA, GO SOUTHEAST ON TRUNK HIGHWAY 10 FOR 3.65 MILES
 RO0434'TO COUNTY ROIAD 107 ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COUNTY
 RO0434'ROAD 107 FOR 0.1 MILE TO THE BURLINGTON NORTHERN RAILROAD TRACKS AND
 RO0434'THE STATION ON THE RIGHT.
 RO0434'THE STATION MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 RO0434'STAMPED---8001 F 1973---, IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER
 RO0434'BY 16 FOOT LONG DRIVEN COPPER COATED STEEL ROD THAT IS FLUSH WITH THE
 RO0434'SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACKS
 RO0434'AND COUNTY ROAD 107.  THE MARK IS 29 FEET WEST OF THE CENTER OF COUNTY
 RO0434'ROAD 107, 94 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 8.4
 RO0434'FEET NORTHWEST OF A COUNTY ROAD 107 SIGN POST, 100 FEET NORTH OF A
 RO0434'BELL TELEPHONE CABLE MARKER, 1 FOOT EAST OF A NORTH - SOUTH FENCE, AND
 RO0434'1 FOOT EAST OF A STEEL WITNESS POST.
 RO0434'THIS STATION IS AN AZIMUTH MARK FOR STATION BOYER.
 RO0434
 RO0434                          STATION RECOVERY (2003)
 RO0434
 RO0434'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 RO0434'THE MARK WAS RECOVERED 3.5 MI (5.6 KM) SE OF WADENA, 3.55 MI (5.71 KM)
 RO0434'SE ALONG TH 10 FROM THE JCT OF TH 10 AND TH 71 IN WADENA TO TH 10 MP
 RO0434'93.5, THEN 200 FT (61.0 M) SOUTH ON 141ST AVE, 94 FT SW OF SW RR RAIL,
 RO0434'29 FT (8.8 M) WEST OF 141ST AVE, 8.4 FT (2.6 M) NW OF CO RD 107 SIGN
 RO0434'POST, 100 FT NORTH OF CABLE POST, 1.0 FT (0.3 M) EAST WITNESS POST,
 RO0434'PROJECTS 12 INCHES, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0432 ***********************************************************************
 RO0432  DESIGNATION -  8001 G
 RO0432  PID         -  RO0432
 RO0432  STATE/COUNTY-  MN/WADENA
 RO0432  USGS QUAD   -  VERNDALE (1969)
 RO0432
 RO0432                         *CURRENT SURVEY CONTROL
 RO0432  ___________________________________________________________________
 RO0432* NAD 83(1996)-  46 24 39.17673(N)    095 03 03.26542(W)     ADJUSTED  
 RO0432* NAVD 88     -       412.391  (meters)    1352.99   (feet)  ADJUSTED  
 RO0432  ___________________________________________________________________
 RO0432  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 RO0432  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 RO0432  DYNAMIC HT  -         412.404 (meters)    1353.03  (feet)  COMP
 RO0432  MODELED GRAV-     980,632.3   (mgal)                       NAVD 88
 RO0432
 RO0432  HORZ ORDER  -  THIRD
 RO0432  VERT ORDER  -  SECOND    CLASS 0
 RO0432
 RO0432.The horizontal coordinates were established by classical geodetic methods
 RO0432.and adjusted by the National Geodetic Survey in March 1999..
 RO0432.No horizontal observational check was made to the station.
 RO0432
 RO0432.The orthometric height was determined by differential leveling
 RO0432.and adjusted by the National Geodetic Survey in June 1991..
 RO0432
 RO0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0432
 RO0432.The geoid height was determined by GEOID03.
 RO0432
 RO0432.The dynamic height is computed by dividing the NAVD 88
 RO0432.geopotential number by the normal gravity value computed on the
 RO0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0432.degrees latitude (g = 980.6199 gals.).
 RO0432
 RO0432.The modeled gravity was interpolated from observed gravity values.
 RO0432
 RO0432;                    North         East     Units Scale Factor Converg.
 RO0432;SPC MN C     -   257,125.712   738,425.722   MT  0.99992290   -0 34 45.7
 RO0432;UTM  15      - 5,141,744.758   342,374.718   MT  0.99990541   -1 29 08.8
 RO0432
 RO0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0432!SPC MN C     -   0.99993957  x   0.99992290  =   0.99986248
 RO0432!UTM  15      -   0.99993957  x   0.99990541  =   0.99984499
 RO0432
 RO0432                          SUPERSEDED SURVEY CONTROL
 RO0432
 RO0432  NAD 83(1986)-  46 24 39.17364(N)    095 03 03.25743(W) AD(       ) 3
 RO0432  NAD 27      -  46 24 39.31138(N)    095 03 02.16607(W) AD(       ) 3
 RO0432  NAVD 88 (05/20/97)  412.39   (m)         1353.0    (f) LEVELING    3  
 RO0432  NGVD 29 (??/??/92)  412.176  (m)         1352.28   (f) ADJ UNCH    2 0
 RO0432
 RO0432.Superseded values are not recommended for survey control.
 RO0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0432.See file dsdata.txt to determine how the superseded data were derived.
 RO0432
 RO0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4237541745(NAD 83)
 RO0432_MARKER: DD = SURVEY DISK
 RO0432_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0432+WITH SETTING: INTO GROUND
 RO0432_STAMPING: 8001 G 1973
 RO0432_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0432+STABILITY: SURFACE MOTION
 RO0432
 RO0432  HISTORY     - Date     Condition        Report By
 RO0432  HISTORY     - 1973     MONUMENTED       MNDT
 RO0432  HISTORY     - 1974     GOOD             MNDT
 RO0432  HISTORY     - 1974     GOOD             MNDT
 RO0432  HISTORY     - 1984     GOOD             MNDT
 RO0432
 RO0432                          STATION DESCRIPTION
 RO0432
 RO0432'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0432'1.6 MI NW FROM VERNDALE.
 RO0432'THE MARK IS 0.05 MILE SOUTH ALONG WADENA COUNTY ROAD 109 FROM ITS
 RO0432'JUNCTION WITH TRUNK HIGHWAY 10 (MILEPOST 94.6) WHICH IS 2 MILES
 RO0432'MEASURED NORTHWEST ALONG TRUNK HIGHWAY 10 FROM ITS JUNCTION WITH
 RO0432'WADENA COUNTY ROAD 22 IN VERNDALE.  IT IS 110 FEET EAST OF WADENA
 RO0432'COUNTY ROAD 109, 34.6 FEET SOUTHWEST OF SOUTHWEST RAIL OF THE
 RO0432'BURLINGTON NORTHERN RAILROAD, 159 FEET NORTHEAST OF A BELL TELEPHONE
 RO0432'CABLE MARKER POST, 92.5 FEET NORTHWEST OF TELEGRAPH POLE NUMBER 8, 98
 RO0432'FEET NORTHEAST OF A POWER POLE (NORTH-SOUTH POWER LINE), 77 FEET
 RO0432'SOUTHEAST OF FENCE CORNER, AND 1.2 FEET NORTHEAST OF A FENCE LINE. THE
 RO0432'MARK IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 23 FOOT LONG
 RO0432'COPPER-COATED STEEL ROD (MAGNETIC) THAT IS DRIVEN INTO THE GROUND. IT
 RO0432'PROJECTS 2 INCHES ABOVE THE GROUND AND IS 3 FEET BELOW THE LEVEL OF
 RO0432'THE RAILROAD TRACKS.  NOTE-- ALL DISTANCES ARE WITH RESPECT TO
 RO0432'CENTERLINE UNLESS OTHERWISE STATED.  NW 1/4 SECTION 24, T 134N, R 35W.
 RO0432
 RO0432                          STATION RECOVERY (1974)
 RO0432
 RO0432'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RO0432'THE STATION MARK, A STANDARD MHD VCM DISK STAMPED 8001
 RO0432'G 1973, IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 23 FOOT
 RO0432'LONG DRIVEN COPPER COATED STEEL ROD THAT PROJECTS 0.2 FOOT ABOVE
 RO0432'THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET LOWER THAN THE
 RO0432'LEVEL OF THE RAILROAD TRACKS.  THE MARK IS 110 FEET EAST OF
 RO0432'COUNTY ROAD 109, 34.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 RO0432'THE BURLINGTON NORTHERN RAILROAD TRACKS, 159 FEET NORTHEAST OF
 RO0432'BELL TELEPHONE CABLE MARKER POST, 77 FEET SOUTHEAST OF A FENCE
 RO0432'CORNER, 98 FEET NORTHEAST OF A POWER POLE, 1.2 FEET NORTHEAST OF
 RO0432'A FENCELINE AND 1.1 FOOT NORTH-NORTHEAST OF A STEEL
 RO0432'WITNESS POST.
 RO0432
 RO0432                          STATION RECOVERY (1974)
 RO0432
 RO0432'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RO0432'THE MARK WAS FOUND, AS DESCRIBED, 1.95 MILES NORTHWEST ALONG T.H. 10
 RO0432'FROM THE JUNCTION OF T.H. 10 AND COUNTY ROAD 22 IN VERNDALE, AND 0.7
 RO0432'MILES NORTHWEST OF THE WING RIVER CROSSING AT T.H. 10 MILE POINT
 RO0432'94.6. IT IS 110 FEET EAST OF THE CENTER OF COUNTY ROAD 109, 159 FEET
 RO0432'NORTHEAST OF A BELL TELEPHONE BURIED CABLE MARKER, 98 FEET NORTHEAST
 RO0432'OF A POWER POLE (NORTH-SOUTH POWER LINE), 77 FEET SOUTHEAST OF A
 RO0432'FENCE CORNER, 34.6 FEET SOUTHWEST OF, AND 3 FEET LOWER THAN THE
 RO0432'SOUTHWEST RAIL OF THE BURLINGTON NORTHERN RAILROAD AND 1.2 FEET
 RO0432'NORTHEAST OF A FENCE LINE. IT IS 1.1 FEET NORTH-NORTHEAST OF A STEEL
 RO0432'WITNESS POST, CRIMPED TO 23 FEET OF COPPER-CLAD STEEL ROD PROJECTING
 RO0432'2 INCHES ABOVE GROUND.
 RO0432
 RO0432                          STATION RECOVERY (1984)
 RO0432
 RO0432'RECOVERY NOTE BY MN DEPT OF TRANSP 1984 (DKH)
 RO0432'THE STATION WAS RECOVERED IN GOOD CONDITION ABOUT 2 MILES NORTHWEST OF
 RO0432'THE TOWN OF VERNDALE OR ABOUT 5 MILES SOUTHEAST OF THE TOWN OF WADENA,
 RO0432'IN THE NW 1/4 OF SECTION 24, T13N, R35W, IN THE SOUTHEAST QUADRANT OF
 RO0432'THE INTERSECTION OF COUNTY ROAD 109 AND THE BURLINGTON NORTHERN
 RO0432'RAILROAD TRACKS.
 RO0432'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 RO0432'HIGHWAY 71 IN WADENA, GO SOUTHEAST ON TRUNK HIGHWAY 10 FOR 4.6 MILES
 RO0432'TO COUNTY ROAD 109 AND THE STATION ON THE RIGHT.
 RO0432'THE STATION MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 RO0432'STAMPED---8001 G 1973---, IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER
 RO0432'BY 23 FOOT LONG DRIVEN COPPER COATED STEEL ROD THAT PROJECTS 0.2 FOOT
 RO0432'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET BELOW THE LEVEL OF
 RO0432'THE RAILROAD TRACKS.  THE MARK IS 110 FEET EAST OF THE CENTER OF
 RO0432'COUNTY ROAD 109, 34.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 RO0432'BURLINGTON NORTHERN RAILROAD TRACKS, 159 FEET NORTHEAST OF A BELL
 RO0432'TELEPHONE CABLE MARKER POST, 77 FEET SOUTHEAST OF A FENCE CORNER, 98
 RO0432'FEET NORTHEAST OF A POWER POLE, 1.2 FEET NORTHEAST OF A FENCELINE, AND
 RO0432'1.1 FEET NORTH-NORTHEAST OF A STEEL WITNESS POST.
 RO0432'THIS STATION IS AN AZIMUTH MARK FOR STATION WAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0442 ***********************************************************************
 RO0442  DESIGNATION -  8001 H
 RO0442  PID         -  RO0442
 RO0442  STATE/COUNTY-  MN/WADENA
 RO0442  USGS QUAD   -  VERNDALE (1969)
 RO0442
 RO0442                         *CURRENT SURVEY CONTROL
 RO0442  ___________________________________________________________________
 RO0442* NAD 83(1986)-  46 23 48.     (N)    095 00 55.     (W)     SCALED    
 RO0442* NAVD 88     -       411.928  (meters)    1351.47   (feet)  ADJUSTED  
 RO0442  ___________________________________________________________________
 RO0442  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 RO0442  DYNAMIC HT  -         411.940 (meters)    1351.51  (feet)  COMP
 RO0442  MODELED GRAV-     980,632.1   (mgal)                       NAVD 88
 RO0442
 RO0442  VERT ORDER  -  SECOND    CLASS 0
 RO0442
 RO0442.The horizontal coordinates were scaled from a topographic map and have
 RO0442.an estimated accuracy of +/- 6 seconds.
 RO0442
 RO0442.The orthometric height was determined by differential leveling
 RO0442.and adjusted by the National Geodetic Survey in June 1991..
 RO0442
 RO0442.The geoid height was determined by GEOID03.
 RO0442
 RO0442.The dynamic height is computed by dividing the NAVD 88
 RO0442.geopotential number by the normal gravity value computed on the
 RO0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0442.degrees latitude (g = 980.6199 gals.).
 RO0442
 RO0442.The modeled gravity was interpolated from observed gravity values.
 RO0442
 RO0442;                    North         East    Units  Estimated Accuracy
 RO0442;SPC MN C     -   255,520.      741,150.      MT  (+/- 180 meters Scaled)
 RO0442
 RO0442                          SUPERSEDED SURVEY CONTROL
 RO0442
 RO0442  NGVD 29 (??/??/92)  411.714  (m)         1350.77   (f) ADJ UNCH    2 0
 RO0442
 RO0442.Superseded values are not recommended for survey control.
 RO0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0442.See file dsdata.txt to determine how the superseded data were derived.
 RO0442
 RO0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM450400(NAD 83)
 RO0442_MARKER: DD = SURVEY DISK
 RO0442_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0442_SP_SET: BASE
 RO0442_STAMPING: 8001 H 1973
 RO0442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0442
 RO0442  HISTORY     - Date     Condition        Report By
 RO0442  HISTORY     - 1973     MONUMENTED       MNDT
 RO0442
 RO0442                          STATION DESCRIPTION
 RO0442
 RO0442'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0442'IN VERNDALE.
 RO0442'THE MARK IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE
 RO0442'VERNDALE WATER TANK STANDPIPE BASE.  IT IS 167 FEET SOUTHWEST OF FRONT
 RO0442'STREET, AND 98 FEET SOUTHEAST OF BROWN STREET (WADENA COUNTY ROAD 22).
 RO0442'ALL DISTANCES ARE WITH RESPECT TO CENTERLINE UNLESS OTHERWISE STATED.
 RO0442'NE 1/4 SECTION 30, T 134N, R 34W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0443 ***********************************************************************
 RO0443  DESIGNATION -  8001 J
 RO0443  PID         -  RO0443
 RO0443  STATE/COUNTY-  MN/WADENA
 RO0443  USGS QUAD   -  VERNDALE (1969)
 RO0443
 RO0443                         *CURRENT SURVEY CONTROL
 RO0443  ___________________________________________________________________
 RO0443* NAD 83(1986)-  46 23 36.     (N)    095 01 07.     (W)     SCALED    
 RO0443* NAVD 88     -       412.832  (meters)    1354.43   (feet)  ADJUSTED  
 RO0443  ___________________________________________________________________
 RO0443  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 RO0443  DYNAMIC HT  -         412.845 (meters)    1354.48  (feet)  COMP
 RO0443  MODELED GRAV-     980,631.5   (mgal)                       NAVD 88
 RO0443
 RO0443  VERT ORDER  -  SECOND    CLASS 0
 RO0443
 RO0443.The horizontal coordinates were scaled from a topographic map and have
 RO0443.an estimated accuracy of +/- 6 seconds.
 RO0443
 RO0443.The orthometric height was determined by differential leveling
 RO0443.and adjusted by the National Geodetic Survey in June 1991..
 RO0443
 RO0443.The geoid height was determined by GEOID03.
 RO0443
 RO0443.The dynamic height is computed by dividing the NAVD 88
 RO0443.geopotential number by the normal gravity value computed on the
 RO0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0443.degrees latitude (g = 980.6199 gals.).
 RO0443
 RO0443.The modeled gravity was interpolated from observed gravity values.
 RO0443
 RO0443;                    North         East    Units  Estimated Accuracy
 RO0443;SPC MN C     -   255,150.      740,890.      MT  (+/- 180 meters Scaled)
 RO0443
 RO0443                          SUPERSEDED SURVEY CONTROL
 RO0443
 RO0443  NGVD 29 (??/??/92)  412.618  (m)         1353.73   (f) ADJ UNCH    2 0
 RO0443
 RO0443.Superseded values are not recommended for survey control.
 RO0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0443.See file dsdata.txt to determine how the superseded data were derived.
 RO0443
 RO0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM448397(NAD 83)
 RO0443_MARKER: DD = SURVEY DISK
 RO0443_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0443_SP_SET: SIDEWALK
 RO0443_STAMPING: 8001 J 1973
 RO0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0443
 RO0443  HISTORY     - Date     Condition        Report By
 RO0443  HISTORY     - 1973     MONUMENTED       MNDT
 RO0443
 RO0443                          STATION DESCRIPTION
 RO0443
 RO0443'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0443'IN VERNDALE.
 RO0443'THE MARK IS 0.35 MILE MEASURED SOUTHWESTERLY ALONG WADENA COUNTY ROAD
 RO0443'22 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 IN VERNDALE.  IT IS SET IN
 RO0443'A DRILL HOLE IN TOP OF STEP OF VERNDALE SCHOOL.  IT IS 107 FEET WEST
 RO0443'OF BROWN STREET (WADENA COUNTY ROAD 22), 127 FEET NORTH OF THE
 RO0443'SOUTHEAST CORNER OF VERNDALE SCHOOL, 4.5 FEET NORTH OF THE SOUTH
 RO0443'ENTRANCE OF THREE ON EAST SIDE OF SCHOOL, AND 2.2 FEET EAST OF A DOOR.
 RO0443'IT IS ABOUT 2 FEET ABOVE THE SIDEWALK.  NOTE-- ALL DISTANCES ARE WITH
 RO0443'RESPECT TO CENTERLINE UNLESS OTHERWISE STATED.  NE 1/4 SECTION 30, T
 RO0443'134N, R 34W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1264 ***********************************************************************
 RO1264  DESIGNATION -  8001 K RESET
 RO1264  PID         -  RO1264
 RO1264  STATE/COUNTY-  MN/WADENA
 RO1264  USGS QUAD   -  VERNDALE (1969)
 RO1264
 RO1264                         *CURRENT SURVEY CONTROL
 RO1264  ___________________________________________________________________
 RO1264* NAD 83(1986)-  46 23 18.     (N)    095 00 07.     (W)     SCALED    
 RO1264* NAVD 88     -       410.04   (meters)    1345.3    (feet)  RESET     
 RO1264  ___________________________________________________________________
 RO1264  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 RO1264
 RO1264  VERT ORDER  -  THIRD
 RO1264
 RO1264.The horizontal coordinates were scaled from a topographic map and have
 RO1264.an estimated accuracy of +/- 6 seconds.
 RO1264
 RO1264.The orthometric height was computed from unverified reset data.
 RO1264.No vertical observational check was made to the station.
 RO1264
 RO1264.The geoid height was determined by GEOID03.
 RO1264
 RO1264;                    North         East    Units  Estimated Accuracy
 RO1264;SPC MN C     -   254,580.      742,170.      MT  (+/- 180 meters Scaled)
 RO1264
 RO1264                          SUPERSEDED SURVEY CONTROL
 RO1264
 RO1264  NGVD 29 (04/14/03)  409.83   (m)         1344.6    (f) RESET       3  
 RO1264
 RO1264.Superseded values are not recommended for survey control.
 RO1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO1264.See file dsdata.txt to determine how the superseded data were derived.
 RO1264
 RO1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM460391(NAD 83)
 RO1264_MARKER: DD = SURVEY DISK
 RO1264_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 RO1264_SP_SET: ALUMINUM ALLOY ROD
 RO1264_STAMPING: 8001 K RESET 1981
 RO1264_MARK LOGO: MNDT  
 RO1264_PROJECTION: FLUSH
 RO1264_MAGNETIC: N = NO MAGNETIC MATERIAL
 RO1264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO1264_ROD/PIPE-DEPTH: 23.2 meters
 RO1264
 RO1264  HISTORY     - Date     Condition        Report By
 RO1264  HISTORY     - 1981     MONUMENTED       MNDT
 RO1264
 RO1264                          STATION DESCRIPTION
 RO1264
 RO1264'DESCRIBED BY MN DEPT OF TRANSP 1981
 RO1264'0.7 MILES EAST-SOUTHEAST ALONG TRUNK HIGHWAY 10 FROM ITS JUNCTION WITH
 RO1264'COUNTY ROAD 22 IN VERNDALE AT TRUNK HIGHWAY 10 MILEPOINT 97.25, 40
 RO1264'FOOT LONG ALUMINUM ROD DRIVEN INTO THE GROUND AND FLUSH WITH THE
 RO1264'SURFACE, 112.0 FEET SOUTH-SOUTHWEST OF AND ABOUT LEVEL WITH THE
 RO1264'CENTERLINE OF TRUNK HIGHWAY 10, 37.5 FEET NORTH-NORTHEAST OF THE
 RO1264'NORTHEAST RAIL OF THE MOST NORTHERLY TRACK, 88 FEET SOUTH OF THE
 RO1264'SOUTH END OF A 20 INCH CORRUGATED METAL PIPE, 3.0 FEET
 RO1264'NORTH-NORTHEAST OF A TELEGRAPH POLE AND 1.5 SOUTH-SOUTHWEST OF A
 RO1264'STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0255 ***********************************************************************
 RO0255  DESIGNATION -  8001 L
 RO0255  PID         -  RO0255
 RO0255  STATE/COUNTY-  MN/WADENA
 RO0255  USGS QUAD   -  ALDRICH NORTH (1966)
 RO0255
 RO0255                         *CURRENT SURVEY CONTROL
 RO0255  ___________________________________________________________________
 RO0255* NAD 83(1986)-  46 22 48.     (N)    094 57 43.     (W)     SCALED    
 RO0255* NAVD 88     -       406.808  (meters)    1334.67   (feet)  ADJUSTED  
 RO0255  ___________________________________________________________________
 RO0255  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 RO0255  DYNAMIC HT  -         406.822 (meters)    1334.72  (feet)  COMP
 RO0255  MODELED GRAV-     980,636.4   (mgal)                       NAVD 88
 RO0255
 RO0255  VERT ORDER  -  SECOND    CLASS 0
 RO0255
 RO0255.The horizontal coordinates were scaled from a topographic map and have
 RO0255.an estimated accuracy of +/- 6 seconds.
 RO0255
 RO0255.The orthometric height was determined by differential leveling
 RO0255.and adjusted by the National Geodetic Survey in June 1991..
 RO0255
 RO0255.The geoid height was determined by GEOID03.
 RO0255
 RO0255.The dynamic height is computed by dividing the NAVD 88
 RO0255.geopotential number by the normal gravity value computed on the
 RO0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0255.degrees latitude (g = 980.6199 gals.).
 RO0255
 RO0255.The modeled gravity was interpolated from observed gravity values.
 RO0255
 RO0255;                    North         East    Units  Estimated Accuracy
 RO0255;SPC MN C     -   253,630.      745,230.      MT  (+/- 180 meters Scaled)
 RO0255
 RO0255                          SUPERSEDED SURVEY CONTROL
 RO0255
 RO0255  NGVD 29 (??/??/92)  406.596  (m)         1333.97   (f) ADJ UNCH    2 0
 RO0255
 RO0255.Superseded values are not recommended for survey control.
 RO0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0255.See file dsdata.txt to determine how the superseded data were derived.
 RO0255
 RO0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM491381(NAD 83)
 RO0255_MARKER: DD = SURVEY DISK
 RO0255_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0255+WITH SETTING: INTO GROUND
 RO0255_STAMPING: 8001 L 1973
 RO0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0255+STABILITY: SURFACE MOTION
 RO0255
 RO0255  HISTORY     - Date     Condition        Report By
 RO0255  HISTORY     - 1973     MONUMENTED       MNDT
 RO0255
 RO0255                          STATION DESCRIPTION
 RO0255
 RO0255'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0255'0.8 MI WNW FROM ALDRICH.
 RO0255'THE MARK IS APPROXIMATELY 400 FEET NORTH OF THE JUNCTION OF WADENA
 RO0255'COUNTY ROAD 116 AND TRUNK HIGHWAY 10 (MILEPOST 99.35) WHICH IS 1.25
 RO0255'MILE MEASURED WEST-NORTHWESTERLY ALONG TRUNK HIGHWAY 10 FROM ITS
 RO0255'JUNCTION WITH WADENA COUNTY ROAD 26 AT ALDRICH.  IT IS 30 FEET EAST OF
 RO0255'WADENA COUNTY ROAD 116, 310 FEET NORTHEAST OF TRUNK HIGHWAY 10
 RO0255'(MEASURED AT RIGHT ANGLES FROM TRUNK HIGHWAY 10 CENTERLINE), 1 FOOT
 RO0255'WEST OF FENCE CORNER, 44 FEET SOUTH OF FIELD ENTRANCE EAST (TO
 RO0255'ABANDONED FARM), AND 28 FEET SOUTH OF A 40 INCH WILLOW TREE.  IT IS
 RO0255'0.9 FOOT SOUTH OF A STEEL WITNESS POST AND IS 2 FEET BELOW THE LEVEL
 RO0255'OF THE COUNTY ROAD.  THE MARK IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER
 RO0255'BY 40 FOOT LONG COPPER-COATED STEEL ROD (MAGNETIC) DRIVEN FLUSH WITH
 RO0255'THE GROUND.  ALL DISTANCES ARE WITH RESPECT TO CENTERLINE UNLESS
 RO0255'OTHERWISE STATED.  NW1/4 SECTION 34, T 134N, R 34W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0256 ***********************************************************************
 RO0256  DESIGNATION -  8001 M
 RO0256  PID         -  RO0256
 RO0256  STATE/COUNTY-  MN/WADENA
 RO0256  USGS QUAD   -  ALDRICH NORTH (1966)
 RO0256
 RO0256                         *CURRENT SURVEY CONTROL
 RO0256  ___________________________________________________________________
 RO0256* NAD 83(1986)-  46 22 30.     (N)    094 56 25.     (W)     SCALED    
 RO0256* NAVD 88     -       403.908  (meters)    1325.15   (feet)  ADJUSTED  
 RO0256  ___________________________________________________________________
 RO0256  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 RO0256  DYNAMIC HT  -         403.923 (meters)    1325.20  (feet)  COMP
 RO0256  MODELED GRAV-     980,637.7   (mgal)                       NAVD 88
 RO0256
 RO0256  VERT ORDER  -  SECOND    CLASS 0
 RO0256
 RO0256.The horizontal coordinates were scaled from a topographic map and have
 RO0256.an estimated accuracy of +/- 6 seconds.
 RO0256
 RO0256.The orthometric height was determined by differential leveling
 RO0256.and adjusted by the National Geodetic Survey in June 1991..
 RO0256
 RO0256.The geoid height was determined by GEOID03.
 RO0256
 RO0256.The dynamic height is computed by dividing the NAVD 88
 RO0256.geopotential number by the normal gravity value computed on the
 RO0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0256.degrees latitude (g = 980.6199 gals.).
 RO0256
 RO0256.The modeled gravity was interpolated from observed gravity values.
 RO0256
 RO0256;                    North         East    Units  Estimated Accuracy
 RO0256;SPC MN C     -   253,060.      746,900.      MT  (+/- 180 meters Scaled)
 RO0256
 RO0256                          SUPERSEDED SURVEY CONTROL
 RO0256
 RO0256  NGVD 29 (??/??/92)  403.697  (m)         1324.46   (f) ADJ UNCH    2 0
 RO0256
 RO0256.Superseded values are not recommended for survey control.
 RO0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0256.See file dsdata.txt to determine how the superseded data were derived.
 RO0256
 RO0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM507375(NAD 83)
 RO0256_MARKER: DB = BENCH MARK DISK
 RO0256_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RO0256_SP_SET: BRIDGE
 RO0256_STAMPING: 8001 M 1973
 RO0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0256
 RO0256  HISTORY     - Date     Condition        Report By
 RO0256  HISTORY     - 1973     MONUMENTED       MNDT
 RO0256
 RO0256                          STATION DESCRIPTION
 RO0256
 RO0256'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0256'IN ALDRICH.
 RO0256'THE MARK IS SET IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT OF BRIDGE
 RO0256'5978 (TRUNK HIGHWAY 10 OVER PARTRIDGE RIVER) AT MILEPOST 100.4 THAT IS
 RO0256'0.2 MILE MEASURED WEST-NORTHWEST ALONG TRUNK HIGHWAY 10 FROM ITS
 RO0256'JUNCTION WITH WADENA COUNTY ROAD 26 AT ALDRICH.  IT IS 5.0 FEET SOUTH
 RO0256'THE FACE OF THE SOUTH CURB OF THE BRIDGE AND IS 0.5 FEET ABOVE THE
 RO0256'HIGHWAY.  SW1/4 SECTION 35, T 134N, R 34W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0266 ***********************************************************************
 RO0266  DESIGNATION -  8001 N
 RO0266  PID         -  RO0266
 RO0266  STATE/COUNTY-  MN/WADENA
 RO0266  USGS QUAD   -  ALDRICH SOUTH (1966)
 RO0266
 RO0266                         *CURRENT SURVEY CONTROL
 RO0266  ___________________________________________________________________
 RO0266* NAD 83(1996)-  46 22 22.18972(N)    094 55 45.53222(W)     ADJUSTED  
 RO0266* NAVD 88     -       407.198  (meters)    1335.95   (feet)  ADJUSTED  
 RO0266  ___________________________________________________________________
 RO0266  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 RO0266  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 RO0266  DYNAMIC HT  -         407.212 (meters)    1335.99  (feet)  COMP
 RO0266  MODELED GRAV-     980,636.8   (mgal)                       NAVD 88
 RO0266
 RO0266  HORZ ORDER  -  THIRD
 RO0266  VERT ORDER  -  SECOND    CLASS 0
 RO0266
 RO0266.The horizontal coordinates were established by classical geodetic methods
 RO0266.and adjusted by the National Geodetic Survey in March 1999..
 RO0266.No horizontal observational check was made to the station.
 RO0266
 RO0266.The orthometric height was determined by differential leveling
 RO0266.and adjusted by the National Geodetic Survey in June 1991..
 RO0266
 RO0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0266
 RO0266.The geoid height was determined by GEOID03.
 RO0266
 RO0266.The dynamic height is computed by dividing the NAVD 88
 RO0266.geopotential number by the normal gravity value computed on the
 RO0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0266.degrees latitude (g = 980.6199 gals.).
 RO0266
 RO0266.The modeled gravity was interpolated from observed gravity values.
 RO0266
 RO0266;                    North         East     Units Scale Factor Converg.
 RO0266;SPC MN C     -   252,809.028   747,737.316   MT  0.99992224   -0 29 29.1
 RO0266;UTM  15      - 5,137,281.552   351,616.581   MT  0.99987065   -1 23 48.4
 RO0266
 RO0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0266!SPC MN C     -   0.99994039  x   0.99992224  =   0.99986263
 RO0266!UTM  15      -   0.99994039  x   0.99987065  =   0.99981105
 RO0266
 RO0266                          SUPERSEDED SURVEY CONTROL
 RO0266
 RO0266  NAD 83(1986)-  46 22 22.18522(N)    094 55 45.52317(W) AD(       ) 3
 RO0266  NAD 27      -  46 22 22.32320(N)    094 55 44.44201(W) AD(       ) 3
 RO0266  NGVD 29 (??/??/92)  406.986  (m)         1335.25   (f) ADJ UNCH    2 0
 RO0266
 RO0266.Superseded values are not recommended for survey control.
 RO0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0266.See file dsdata.txt to determine how the superseded data were derived.
 RO0266
 RO0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5161737282(NAD 83)
 RO0266_MARKER: DB = BENCH MARK DISK
 RO0266_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0266+WITH SETTING: INTO GROUND
 RO0266_STAMPING: 8001 N 1973
 RO0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0266+STABILITY: SURFACE MOTION
 RO0266
 RO0266  HISTORY     - Date     Condition        Report By
 RO0266  HISTORY     - 1973     MONUMENTED       MNDT
 RO0266  HISTORY     - 1974     GOOD             MNDT
 RO0266  HISTORY     - 1974     GOOD             MNDT
 RO0266
 RO0266                          STATION DESCRIPTION
 RO0266
 RO0266'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0266'0.1 MI SSE FROM ALDRICH.
 RO0266'THE MARK IS 0.4 MILE EAST-SOUTHEAST OF THE JUNCTION OF WADENA COUNTY
 RO0266'ROAD 26 AND TRUNK HIGHWAY 10 AT ALDRICH.  IT IS 73 FEET SOUTH OF TRUNK
 RO0266'HIGHWAY 10, 48 FEET SOUTH OF MILEPOST 101, 64 FEET NORTH OF NORTH RAIL
 RO0266'OF BURLINGTON NORTHERN RAILROAD, 45 FEET WEST OF PROJECTING OF
 RO0266'DRIVEWAY NORTH, 34 FEET NORTH-NORTHEAST OF A TELEGRAPH POLE AND 7 FEET
 RO0266'SOUTHEAST OF A 3 INCH NORWAY PINE TREE.  IT IS 1.4 FEET NORTH OF A
 RO0266'STEEL WITNESS POST, IS ABOUT LEVEL WITH TRUNK HIGHWAY 10 AND IS 8 FEET
 RO0266'ABOVE THE RAILROAD.  THE MARK IS CRIMPED ON A 5/8 INCH DIAMETER BY 12
 RO0266'FOOT LONG COPPER-COATED STEEL ROD (MAGNETIC) DRIVEN TO REFUSAL THAT
 RO0266'PROJECTS 2 INCHES ABOVE THE GROUND.  NOTE-- ALL DISTANCES ARE WITH
 RO0266'RESPECT TO CENTERLINE UNLESS OTHERWISE SHOWN. SE1/4 SECTION 35, T 134,
 RO0266'R 34W.
 RO0266
 RO0266                          STATION RECOVERY (1974)
 RO0266
 RO0266'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RO0266'THE STATION MARK, A STANDARD MHD VCM DISK STAMPED 8001
 RO0266'N 1974, IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 12 FOOT
 RO0266'LONG DRIVEN COPPER COATED STEEL ROD THAT PROJECTS 0.2 FOOT ABOVE
 RO0266'THE SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH TRUNK HIGHWAY
 RO0266'10.  THE MARK IS 73 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY
 RO0266'10, 64 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 48
 RO0266'FEET SOUTH OF MILEPOST 101, 34 FEET NORTH-NORTHEAST OF A
 RO0266'TELEGRAPH POLE AND 7 FEET SOUTHEAST OF A 3 INCH DIAMETER NORWAY
 RO0266'PINE TREE.
 RO0266
 RO0266                          STATION RECOVERY (1974)
 RO0266
 RO0266'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RO0266'THE MARK WAS FOUND, AS DESCRIBED, 0.4 MILES SOUTHEAST ALONG T.H. 10
 RO0266'FROM THE JUNCTION OF T.H. 10 AND COUNTY ROAD 26 AT ALDRICH. IT IS
 RO0266'73.0 FEET SOUTH OF AND LEVEL WITH THE T.H. 10 CENTERLINE AT MILE
 RO0266'POINT 101, 48 FEET SOUTH OF THE T.H. 10 MILE POST NO. 101, 64.0 FEET
 RO0266'NORTH OF THE NORTH RAIL OF THE BURLINGTON NORTHERN RAILROAD, 45 FEET
 RO0266'WEST OF THE EXTENDED CENTER OF A DRIVEWAY NORTH, 34 FEET
 RO0266'NORTH-NORTHEAST OF A TELEGRAPH POLE AND 7 FEET SOUTHEAST OF A 3 INCH
 RO0266'NORWAY PINE TREE. IT IS 1.4 FEET NORTH OF A STEEL WITNESS POST,
 RO0266'CRIMPED TO 12 FEET OF COPPER-CLAD STEEL ROD, PROJECTING 2 INCHES
 RO0266'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0267 ***********************************************************************
 RO0267  DESIGNATION -  8001 P
 RO0267  PID         -  RO0267
 RO0267  STATE/COUNTY-  MN/WADENA
 RO0267  USGS QUAD   -  ALDRICH SOUTH (1966)
 RO0267
 RO0267                         *CURRENT SURVEY CONTROL
 RO0267  ___________________________________________________________________
 RO0267* NAD 83(1996)-  46 22 11.69122(N)    094 54 44.65030(W)     ADJUSTED  
 RO0267* NAVD 88     -       401.873  (meters)    1318.48   (feet)  ADJUSTED  
 RO0267  ___________________________________________________________________
 RO0267  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 RO0267  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 RO0267  DYNAMIC HT  -         401.886 (meters)    1318.52  (feet)  COMP
 RO0267  MODELED GRAV-     980,635.2   (mgal)                       NAVD 88
 RO0267
 RO0267  HORZ ORDER  -  SECOND
 RO0267  VERT ORDER  -  SECOND    CLASS 0
 RO0267
 RO0267.The horizontal coordinates were established by classical geodetic methods
 RO0267.and adjusted by the National Geodetic Survey in March 1999..
 RO0267
 RO0267.The orthometric height was determined by differential leveling
 RO0267.and adjusted by the National Geodetic Survey in June 1991..
 RO0267
 RO0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO0267
 RO0267.The geoid height was determined by GEOID03.
 RO0267
 RO0267.The dynamic height is computed by dividing the NAVD 88
 RO0267.geopotential number by the normal gravity value computed on the
 RO0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0267.degrees latitude (g = 980.6199 gals.).
 RO0267
 RO0267.The modeled gravity was interpolated from observed gravity values.
 RO0267
 RO0267;                    North         East     Units Scale Factor Converg.
 RO0267;SPC MN C     -   252,473.878   749,035.662   MT  0.99992221   -0 28 45.0
 RO0267;UTM  15      - 5,136,925.949   352,909.400   MT  0.99986596   -1 23 04.1
 RO0267
 RO0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0267!SPC MN C     -   0.99994122  x   0.99992221  =   0.99986344
 RO0267!UTM  15      -   0.99994122  x   0.99986596  =   0.99980719
 RO0267
 RO0267                          SUPERSEDED SURVEY CONTROL
 RO0267
 RO0267  NAD 83(1986)-  46 22 11.68689(N)    094 54 44.64135(W) AD(       ) 2
 RO0267  NAD 27      -  46 22 11.82483(N)    094 54 43.56156(W) AD(       ) 2
 RO0267  NGVD 29 (??/??/92)  401.660  (m)         1317.78   (f) ADJ UNCH    2 0
 RO0267
 RO0267.Superseded values are not recommended for survey control.
 RO0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0267.See file dsdata.txt to determine how the superseded data were derived.
 RO0267
 RO0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5290936926(NAD 83)
 RO0267_MARKER: DB = BENCH MARK DISK
 RO0267_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0267+WITH SETTING: INTO GROUND
 RO0267_STAMPING: 8001 P 1973
 RO0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0267+STABILITY: SURFACE MOTION
 RO0267
 RO0267  HISTORY     - Date     Condition        Report By
 RO0267  HISTORY     - 1973     MONUMENTED       MNDT
 RO0267  HISTORY     - 1974     GOOD             MNDT
 RO0267  HISTORY     - 1974     GOOD             MNDT
 RO0267
 RO0267                          STATION DESCRIPTION
 RO0267
 RO0267'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0267'0.9 MI ESE FROM ALDRICH.
 RO0267'THE MARK IS 1.25 MILES MEASURED FROM THE JUNCTION OF WADENA COUNTY
 RO0267'ROAD 26 AND TRUNK HIGHWAY 10 AT ALDRICH AT TRUNK HIGHWAY 10 MILEPOST
 RO0267'101.8.  IT IS 182 FEET SOUTH OF TRUNK HIGHWAY 10, 46 FEET NORTH OF
 RO0267'NORTH RAIL OF BURLINGTON NORTHERN RAILROAD, 93 FEET WEST OF TOWNSHIP
 RO0267'ROAD SOUTH, 6 FEET WEST OF POWER POLE NUMBER 33-36-15-200 (NORTH-SOUTH
 RO0267'POWER LINE) 10 FEET NORTH OF TELEGRAPH POLE, AND 34.8 FEET NORTH OF
 RO0267'NORTHEAST CORNER OF RAILROAD SIGNAL NUMBER 1537.  IT IS 1.8 FEET NORTH
 RO0267'OF A STEEL WITNESS POST, IS ABOUT LEVEL WITH THE RAILROAD TRACKS AND
 RO0267'IS 1 FOOT ABOVE THE LEVEL OF TRUNK HIGHWAY 10. THE MARK IS CRIMPED ON
 RO0267'A 5/8 INCH DIAMETER BY 12 FOOT LONG COPPER COATED STEEL ROD (MAGNETIC)
 RO0267'THAT IS DRIVEN FLUSH WITH THE GROUND. NOTE-- ALL DISTANCES ARE WITH
 RO0267'RESPECT TO CENTERLINE UNLESS OTHERWISE STATED. SE1/4 SECTION 36, T
 RO0267'134N, R 34W.
 RO0267
 RO0267                          STATION RECOVERY (1974)
 RO0267
 RO0267'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RO0267'TO REACH STATION ALDRICH MNHD FROM THE JUNCTION OF TRUNK HIGHWAY 10
 RO0267'AND COUNTY ROAD 26 IN ALDRICH, GO EAST-SOUTHEAST ON TRUNK HIGHWAY 10
 RO0267'FOR 0.4 MILES TO THE STATION ON THE RIGHT.
 RO0267'
 RO0267'TO REACH THE STATION MARK FROM STATION ALDRICH MNHD, GO EAST ON TRUNK
 RO0267'HIGHWAY 10 FOR 0.85 MILE TO THE MARK ON THE RIGHT.  THE STATION
 RO0267'MARK IS ALSO A GROUND AZIMUTH SIGHT FROM STATION THOMAS MHD 1974.
 RO0267'
 RO0267'THE STATION MARK, A STANDARD MHD VCM DISK STAMPED 8001 P 1973, IS
 RO0267'CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 12 FOOT LONG DRIVEN
 RO0267'COPPER COATED STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE
 RO0267'GROUND AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 10.  THE MARK IS 93
 RO0267'FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 10, 46 FEET NORTH
 RO0267'OF THE NORTH RAIL OF THE BURLINGTON NORTHERN RAILROAD TRACKS,
 RO0267'182 FEET WEST OF A ROAD SOUTH, 6 FEET WEST OF POWER POLE NUMBER
 RO0267'33-36-15-300, 10 FEET NORTH OF A TELEGRAPH POLE, 34.8 FEET
 RO0267'NORTH OF THE NORTHEAST CORNER OF RAILROAD SIGNAL NUMBER 1537
 RO0267'AND 1.8 FEET NORTH OF A STEEL WITNESS POST.
 RO0267
 RO0267                          STATION RECOVERY (1974)
 RO0267
 RO0267'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RO0267'THE MARK WAS FOUND, AS DESCRIBED, 1.25 MILES SOUTHEAST ALONG T.H.10
 RO0267'FROM THE JUNCTION OF T.H. 10 AND COUNTY ROAD 26 AT ALDRICH, AND 0.6
 RO0267'MILES NORTHWEST OF THE WADENA-TODD COUNTY LINE CROSSING. IT IS 93.0
 RO0267'FEET SOUTH OF, AND 1 FOOT HIGHER THAN THE T.H. 10 CENTERLINE AT MILE
 RO0267'POINT 101.8, 193 FEET EAST OF THE CENTER OF A TOWNSHIP ROAD, 46.0
 RO0267'FEET NORTH OF THE NORTH RAIL OF THE BURLINGTON NORTHERN RAILROAD,
 RO0267'34.8 FEET NORTH OF THE NORTHEAST CORNER OF RAILROAD SIGNAL NO. 1537,
 RO0267'10 FEET NORTH OF A TELEGRAPH POLE AND 6 FEET WEST OF POWER POLE NO.
 RO0267'33-36-15-200 (NORTH-SOUTH POWER LINE). IT IS 1.8 FEET NORTH OF A
 RO0267'STEEL WITNESS POST, CRIMPED TO 12 FEET OF COPPER-CLAD STEEL ROD SET
 RO0267'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0450 ***********************************************************************
 RO0450  DESIGNATION -  8003 A
 RO0450  PID         -  RO0450
 RO0450  STATE/COUNTY-  MN/WADENA
 RO0450  USGS QUAD   -  WADENA (1969)
 RO0450
 RO0450                         *CURRENT SURVEY CONTROL
 RO0450  ___________________________________________________________________
 RO0450* NAD 83(1986)-  46 25 45.     (N)    095 08 22.     (W)     SCALED    
 RO0450* NAVD 88     -       408.443  (meters)    1340.03   (feet)  ADJUSTED  
 RO0450  ___________________________________________________________________
 RO0450  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 RO0450  DYNAMIC HT  -         408.455 (meters)    1340.07  (feet)  COMP
 RO0450  MODELED GRAV-     980,631.3   (mgal)                       NAVD 88
 RO0450
 RO0450  VERT ORDER  -  SECOND    CLASS I
 RO0450
 RO0450.The horizontal coordinates were scaled from a topographic map and have
 RO0450.an estimated accuracy of +/- 6 seconds.
 RO0450
 RO0450.The orthometric height was determined by differential leveling
 RO0450.and adjusted by the National Geodetic Survey in June 1991..
 RO0450
 RO0450.The geoid height was determined by GEOID03.
 RO0450
 RO0450.The dynamic height is computed by dividing the NAVD 88
 RO0450.geopotential number by the normal gravity value computed on the
 RO0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0450.degrees latitude (g = 980.6199 gals.).
 RO0450
 RO0450.The modeled gravity was interpolated from observed gravity values.
 RO0450
 RO0450;                    North         East    Units  Estimated Accuracy
 RO0450;SPC MN C     -   259,230.      731,640.      MT  (+/- 180 meters Scaled)
 RO0450
 RO0450                          SUPERSEDED SURVEY CONTROL
 RO0450
 RO0450  NGVD 29 (??/??/92)  408.223  (m)         1339.31   (f) ADJ UNCH    2 0
 RO0450
 RO0450.Superseded values are not recommended for survey control.
 RO0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0450.See file dsdata.txt to determine how the superseded data were derived.
 RO0450
 RO0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM356439(NAD 83)
 RO0450_MARKER: DB = BENCH MARK DISK
 RO0450_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RO0450_SP_SET: BOX CULVERT
 RO0450_STAMPING: 8003 A 1973
 RO0450_MARK LOGO: MNDT  
 RO0450_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RO0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0450+STABILITY: SURFACE MOTION
 RO0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0450+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2002
 RO0450
 RO0450  HISTORY     - Date     Condition        Report By
 RO0450  HISTORY     - 1973     MONUMENTED       MNDT
 RO0450  HISTORY     - 1984     GOOD             MNDT
 RO0450  HISTORY     - 20020114 GOOD             MNDT
 RO0450
 RO0450                          STATION DESCRIPTION
 RO0450
 RO0450'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0450'0.9 MI S FROM WADENA.
 RO0450'THE MARK IS 1.1 MILE MEASURED SOUTHERLY ALONG TRUNK HIGHWAY 71 FROM
 RO0450'THE JUNCTION OF TRUNK HIGHWAYS 10 AND 71 (ASH AVENUE AND JEFFERSON
 RO0450'STREET) IN WADENA.  IT IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER
 RO0450'OF A 5 FOOT BY 10 FOOT BOX CULVERT (TRUNK HIGHWAY 71 OVER UNION CREEK)
 RO0450'AT MILEPOST 224.05.  IT IS 46 FEET SOUTH OF THE CENTERLINE OF TRUNK
 RO0450'HIGHWAY 71 AND IS 10 FEET BELOW THE SURFACE OF THE HIGHWAY.  SE 1/4
 RO0450'SECTION 7, T 134N, R 35W.
 RO0450
 RO0450                          STATION RECOVERY (1984)
 RO0450
 RO0450'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 RO0450'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 RO0450'1.1 MILE SOUTH ALONG TRUNK HIGHWAY 71 FROM ITS JUNCTION WITH TRUNK
 RO0450'HIGHWAY 10 (ASH AVENUE AND JEFFERSON STREET) IN WADENA, IN THE SE 1/4
 RO0450'OF SECTION 7, T134N, R35W.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 RO0450'STAMPED---8003 A 1973---, IS SET IN A DRILL HOLE IN THE TOP OF THE
 RO0450'SOUTHEAST CORNER OF A 5 FOOT BY 10 FOOT CONCRETE BOX CULVERT (TRUNK
 RO0450'HIGHWAY 71 OVER UNION CREEK) AT MILEPOINT 224.05, 46 FEET SOUTH OF
 RO0450'AND ABOUT 10 FEET BELOW THE LEVEL OF THE CENTERLINE OF TRUNK HIGHWAY
 RO0450'71.
 RO0450
 RO0450                          STATION RECOVERY (2002)
 RO0450
 RO0450'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 RO0450'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS IN
 RO0450'THE SW COR OF TH 71 BOX CULVERT AT UNION CREEK, 46 FT (14.0 M) SW OF
 RO0450'TH 71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1173 ***********************************************************************
 RO1173  DESIGNATION -  8003 C
 RO1173  PID         -  RO1173
 RO1173  STATE/COUNTY-  MN/WADENA
 RO1173  USGS QUAD   -  WADENA (1969)
 RO1173
 RO1173                         *CURRENT SURVEY CONTROL
 RO1173  ___________________________________________________________________
 RO1173* NAD 83(1996)-  46 25 27.42002(N)    095 08 07.77422(W)     ADJUSTED  
 RO1173* NAVD 88     -       411.345  (meters)    1349.55   (feet)  ADJUSTED  
 RO1173  ___________________________________________________________________
 RO1173  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 RO1173  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 RO1173  DYNAMIC HT  -         411.358 (meters)    1349.60  (feet)  COMP
 RO1173  MODELED GRAV-     980,632.5   (mgal)                       NAVD 88
 RO1173
 RO1173  HORZ ORDER  -  SECOND
 RO1173  VERT ORDER  -  SECOND    CLASS I
 RO1173
 RO1173.The horizontal coordinates were established by classical geodetic methods
 RO1173.and adjusted by the National Geodetic Survey in March 1999..
 RO1173
 RO1173.The orthometric height was determined by differential leveling
 RO1173.and adjusted by the National Geodetic Survey in June 1991..
 RO1173
 RO1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO1173
 RO1173.The geoid height was determined by GEOID03.
 RO1173
 RO1173.The dynamic height is computed by dividing the NAVD 88
 RO1173.geopotential number by the normal gravity value computed on the
 RO1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1173.degrees latitude (g = 980.6199 gals.).
 RO1173
 RO1173.The modeled gravity was interpolated from observed gravity values.
 RO1173
 RO1173;                    North         East     Units Scale Factor Converg.
 RO1173;SPC MN C     -   258,684.372   731,939.620   MT  0.99992324   -0 38 26.0
 RO1173;UTM  15      - 5,143,405.846   335,914.123   MT  0.99993096   -1 32 50.8
 RO1173
 RO1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO1173!SPC MN C     -   0.99993973  x   0.99992324  =   0.99986298
 RO1173!UTM  15      -   0.99993973  x   0.99993096  =   0.99987069
 RO1173
 RO1173                          SUPERSEDED SURVEY CONTROL
 RO1173
 RO1173  NAD 83(1986)-  46 25 27.41627(N)    095 08 07.76613(W) AD(       ) 2
 RO1173  NAVD 88 (05/20/97)  411.35   (m)         1349.6    (f) LEVELING    3  
 RO1173
 RO1173.Superseded values are not recommended for survey control.
 RO1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO1173.See file dsdata.txt to determine how the superseded data were derived.
 RO1173
 RO1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3591443406(NAD 83)
 RO1173_MARKER: DV = VERTICAL CONTROL DISK
 RO1173_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 RO1173_SP_SET: ALUMINUM ALLOY ROD
 RO1173_STAMPING: 8003 C 1983
 RO1173_MARK LOGO: MNDT  
 RO1173_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RO1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO1173+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2002
 RO1173
 RO1173  HISTORY     - Date     Condition        Report By
 RO1173  HISTORY     - 1983     MONUMENTED       MNDT
 RO1173  HISTORY     - 20020114 GOOD             MNDT
 RO1173
 RO1173                          STATION DESCRIPTION
 RO1173
 RO1173'DESCRIBED BY MN DEPT OF TRANSP 1983
 RO1173'1 MI SOUTH FROM WADENA.
 RO1173'THE MARK IS LOCATED ABOUT 1 MILE SOUTH OF THE TOWN OF WADENA, IN THE
 RO1173'NW 1/4 OF SECTION 17, T134N, R35W, ON THE EAST RIGHT-OF-WAY OF TRUNK
 RO1173'HIGHWAY 71 AT MILEPOINT 223.65, NEAR A DRIVE IN THEATER, 1.4 MILES
 RO1173'SOUTH ALONG TRUNK HIGHWAY 71 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10
 RO1173'IN WADENA, 58 FEET EAST-NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY
 RO1173'71, 132.8 FEET EAST-SOUTHEAST OF STATION DENA, 127.1 FEET
 RO1173'SOUTH-SOUTHEAST OF DENA RM 1, 40.5 FEET WEST-SOUTHWEST OF THE WEST
 RO1173'RAIL OF THE BURLINGTON NORTHERN RAILROAD TRACKS, 135 FEET
 RO1173'EAST-NORTHEAST OF UNDERGROUND CABLE MARKER NUMBER 430, AND 1.3 FEET
 RO1173'NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST.  THE MARK, A STANDARD
 RO1173'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---8003 C
 RO1173'1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY 45 FOOT LONG
 RO1173'DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 RO1173'ABOUT 2 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 71.  A MAGNET IN THE
 RO1173'DISK MAKES THE MARK MAGNETIC.
 RO1173
 RO1173                          STATION RECOVERY (2002)
 RO1173
 RO1173'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 RO1173'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  TIES TO THE
 RO1173'WEST RAIL OF RR TRACKS AND TO CABLE MARKER POST NO 430 ARE NOW GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1174 ***********************************************************************
 RO1174  DESIGNATION -  8003 D
 RO1174  PID         -  RO1174
 RO1174  STATE/COUNTY-  MN/WADENA
 RO1174  USGS QUAD   -  WADENA (1969)
 RO1174
 RO1174                         *CURRENT SURVEY CONTROL
 RO1174  ___________________________________________________________________
 RO1174* NAD 83(1986)-  46 24 34.     (N)    095 07 40.     (W)     SCALED    
 RO1174* NAVD 88     -       413.947  (meters)    1358.09   (feet)  ADJUSTED  
 RO1174  ___________________________________________________________________
 RO1174  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 RO1174  DYNAMIC HT  -         413.961 (meters)    1358.14  (feet)  COMP
 RO1174  MODELED GRAV-     980,634.2   (mgal)                       NAVD 88
 RO1174
 RO1174  VERT ORDER  -  SECOND    CLASS I
 RO1174
 RO1174.The horizontal coordinates were scaled from a topographic map and have
 RO1174.an estimated accuracy of +/- 6 seconds.
 RO1174
 RO1174.The orthometric height was determined by differential leveling
 RO1174.and adjusted by the National Geodetic Survey in June 1991..
 RO1174
 RO1174.The geoid height was determined by GEOID03.
 RO1174
 RO1174.The dynamic height is computed by dividing the NAVD 88
 RO1174.geopotential number by the normal gravity value computed on the
 RO1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1174.degrees latitude (g = 980.6199 gals.).
 RO1174
 RO1174.The modeled gravity was interpolated from observed gravity values.
 RO1174
 RO1174;                    North         East    Units  Estimated Accuracy
 RO1174;SPC MN C     -   257,030.      732,510.      MT  (+/- 180 meters Scaled)
 RO1174
 RO1174                          SUPERSEDED SURVEY CONTROL
 RO1174
 RO1174.No superseded survey control is available for this station.
 RO1174
 RO1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM364417(NAD 83)
 RO1174_MARKER: DB = BENCH MARK DISK
 RO1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO1174_SP_SET: CONCRETE POST
 RO1174_STAMPING: 8003 D 1983
 RO1174_MARK LOGO: MNDT  
 RO1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO1174+STABILITY: SURFACE MOTION
 RO1174
 RO1174  HISTORY     - Date     Condition        Report By
 RO1174  HISTORY     - 1983     MONUMENTED       MNDT
 RO1174
 RO1174                          STATION DESCRIPTION
 RO1174
 RO1174'DESCRIBED BY MN DEPT OF TRANSP 1983
 RO1174'2 MI SOUTH FROM WADENA.
 RO1174'THE MARK IS LOCATED ABOUT 2 MILES SOUTH OF THE TOWN OF WADENA, IN THE
 RO1174'NW 1/4 OF SECTION 20, T134N, R35W, 2.5 MILES SOUTH ALONG TRUNK
 RO1174'HIGHWAY 71 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 IN WADENA, 75 FEET
 RO1174'WEST-SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 71 AT MILEPOINT
 RO1174'222.55, 10.0 FEET NORTH-NORTHWEST OF AN UNDERGROUND CABLE MARKER
 RO1174'POST, 7 FEET EAST OF A FENCE CORNER, AND 0.7 FOOT NORTH-NORTHEAST OF
 RO1174'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 RO1174'STAMPED---8003 D 1983---, IS SET IN THE TOP OF A 6 INCH ROUND PRECAST
 RO1174'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT
 RO1174'1 FOOT BELOW THE LEVEL OF TRUNK HIGHWAY 71.  STEEL ROD IN THE
 RO1174'CONCRETE POST MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1175 ***********************************************************************
 RO1175  DESIGNATION -  8003 E
 RO1175  PID         -  RO1175
 RO1175  STATE/COUNTY-  MN/WADENA
 RO1175  USGS QUAD   -  VERNDALE (1969)
 RO1175
 RO1175                         *CURRENT SURVEY CONTROL
 RO1175  ___________________________________________________________________
 RO1175* NAD 83(1996)-  46 23 51.16610(N)    095 07 13.19642(W)     ADJUSTED  
 RO1175* NAVD 88     -       416.753  (meters)    1367.30   (feet)  ADJUSTED  
 RO1175  ___________________________________________________________________
 RO1175  X           -    -393,287.685 (meters)                     COMP
 RO1175  Y           -  -4,389,110.564 (meters)                     COMP
 RO1175  Z           -   4,596,115.892 (meters)                     COMP
 RO1175  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 RO1175  ELLIP HEIGHT-         389.97  (meters)          (08/03/04) GPS OBS
 RO1175  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 RO1175  DYNAMIC HT  -         416.767 (meters)    1367.34  (feet)  COMP
 RO1175  MODELED GRAV-     980,634.3   (mgal)                       NAVD 88
 RO1175
 RO1175  HORZ ORDER  -  FIRST
 RO1175  VERT ORDER  -  SECOND    CLASS I
 RO1175  ELLP ORDER  -  FOURTH    CLASS I
 RO1175
 RO1175.The horizontal coordinates were established by GPS observations
 RO1175.and adjusted by the MN DEPT OF TRANSP in August 2004..
 RO1175
 RO1175.The orthometric height was determined by differential leveling
 RO1175.and adjusted by the National Geodetic Survey in June 1991..
 RO1175
 RO1175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO1175
 RO1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO1175
 RO1175.The ellipsoidal height was determined by GPS observations
 RO1175.and is referenced to NAD 83.
 RO1175
 RO1175.The geoid height was determined by GEOID03.
 RO1175
 RO1175.The dynamic height is computed by dividing the NAVD 88
 RO1175.geopotential number by the normal gravity value computed on the
 RO1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1175.degrees latitude (g = 980.6199 gals.).
 RO1175
 RO1175.The modeled gravity was interpolated from observed gravity values.
 RO1175
 RO1175;                    North         East     Units Scale Factor Converg.
 RO1175;SPC MN C     -   255,699.775   733,072.178   MT  0.99992262   -0 37 46.5
 RO1175;UTM  15      - 5,140,403.687   336,999.326   MT  0.99992660   -1 32 08.7
 RO1175
 RO1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO1175!SPC MN C     -   0.99993887  x   0.99992262  =   0.99986150
 RO1175!UTM  15      -   0.99993887  x   0.99992660  =   0.99986548
 RO1175
 RO1175:                Primary Azimuth Mark                     Grid Az
 RO1175:SPC MN C     -  8003 F                                   163 23 12.0
 RO1175:UTM  15      -  8003 F                                   164 17 34.2
 RO1175
 RO1175|---------------------------------------------------------------------|
 RO1175| PID    Reference Object                     Distance      Geod. Az  |
 RO1175|                                                           dddmmss.s |
 RO1175| RO1177 8003 F                              APPROX. 1.4 KM 1624525.5 |
 RO1175|---------------------------------------------------------------------|
 RO1175
 RO1175                          SUPERSEDED SURVEY CONTROL
 RO1175
 RO1175  NAVD 88 (08/03/04)  416.75   (m)         1367.3    (f) LEVELING    3  
 RO1175
 RO1175.Superseded values are not recommended for survey control.
 RO1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO1175.See file dsdata.txt to determine how the superseded data were derived.
 RO1175
 RO1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3699940404(NAD 83)
 RO1175_MARKER: DB = BENCH MARK DISK
 RO1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO1175_SP_SET: CONCRETE POST
 RO1175_STAMPING: 8003 E 1983
 RO1175_MARK LOGO: MNDT  
 RO1175_PROJECTION: FLUSH
 RO1175_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RO1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO1175+STABILITY: SURFACE MOTION
 RO1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO1175+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 RO1175
 RO1175  HISTORY     - Date     Condition        Report By
 RO1175  HISTORY     - 1983     MONUMENTED       MNDT
 RO1175  HISTORY     - 20020828 GOOD             MNDT
 RO1175
 RO1175                          STATION DESCRIPTION
 RO1175
 RO1175'DESCRIBED BY MN DEPT OF TRANSP 1983
 RO1175'3 MI SOUTH FROM WADENA.
 RO1175'THE MARK IS LOCATED ABOUT 3 MILES SOUTH OF THE TOWN OF WADENA, IN THE
 RO1175'NE 1/4 OF SECTION 29, T134N, R35W, 3.4 MILES SOUTH ALONG TRUNK
 RO1175'HIGHWAY 71 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 IN WADENA, 144
 RO1175'FEET EAST-NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 71 AT
 RO1175'MILEPOINT 221.65, 19 FEET NORTH-NORTHWEST OF THE CENTER OF AN
 RO1175'ENTRANCE, 41.7 FEET EAST-NORTHEAST OF THE EAST RAIL OF THE RAILROAD
 RO1175'TRACK, 15.7 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL
 RO1175'BUILDING, AND 0.5 FOOT WEST-SOUTHWEST OF A STEEL WITNESS POST.  THE
 RO1175'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---8003 E 1983---, IS
 RO1175'SET IN THE TOP OF A 6 INCH ROUND PRECAST CONCRETE POST THAT IS FLUSH
 RO1175'WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH TRUNK HIGHWAY 71.
 RO1175'STEEL ROD IN THE CONCRETE POST MAKES THE MARK MAGNETIC.
 RO1175
 RO1175                          STATION RECOVERY (2002)
 RO1175
 RO1175'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 RO1175'3 MILES SOUTH OF WADENA, 3.4 MILES SOUTH ALONG TRUNK HIGHWAY 71 FROM
 RO1175'THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 10 IN WADENA, AT
 RO1175'TRUNK HIGHWAY 71 MILEPOINT 221.65, 144 FEET EAST-NORTHEAST OF TRUNK
 RO1175'HIGHWAY 71, 19 FEET NORTH-NORTHWEST OF ENTRANCE, 0.5 FEET
 RO1175'WEST-SOUTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1177 ***********************************************************************
 RO1177  DESIGNATION -  8003 F
 RO1177  PID         -  RO1177
 RO1177  STATE/COUNTY-  MN/WADENA
 RO1177  USGS QUAD   -  VERNDALE (1969)
 RO1177
 RO1177                         *CURRENT SURVEY CONTROL
 RO1177  ___________________________________________________________________
 RO1177* NAD 83(1996)-  46 23 08.67705(N)    095 06 54.13991(W)     ADJUSTED  
 RO1177* NAVD 88     -       418.026  (meters)    1371.47   (feet)  ADJUSTED  
 RO1177  ___________________________________________________________________
 RO1177  X           -    -392,966.958 (meters)                     COMP
 RO1177  Y           -  -4,390,093.998 (meters)                     COMP
 RO1177  Z           -   4,595,211.889 (meters)                     COMP
 RO1177  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 RO1177  ELLIP HEIGHT-         391.27  (meters)          (08/03/04) GPS OBS
 RO1177  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 RO1177  DYNAMIC HT  -         418.039 (meters)    1371.52  (feet)  COMP
 RO1177  MODELED GRAV-     980,633.4   (mgal)                       NAVD 88
 RO1177
 RO1177  HORZ ORDER  -  FIRST
 RO1177  VERT ORDER  -  SECOND    CLASS I
 RO1177  ELLP ORDER  -  FOURTH    CLASS I
 RO1177
 RO1177.The horizontal coordinates were established by GPS observations
 RO1177.and adjusted by the MN DEPT OF TRANSP in August 2004..
 RO1177
 RO1177.The orthometric height was determined by differential leveling
 RO1177.and adjusted by the National Geodetic Survey in June 1991..
 RO1177
 RO1177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO1177
 RO1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO1177
 RO1177.The ellipsoidal height was determined by GPS observations
 RO1177.and is referenced to NAD 83.
 RO1177
 RO1177.The geoid height was determined by GEOID03.
 RO1177
 RO1177.The dynamic height is computed by dividing the NAVD 88
 RO1177.geopotential number by the normal gravity value computed on the
 RO1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1177.degrees latitude (g = 980.6199 gals.).
 RO1177
 RO1177.The modeled gravity was interpolated from observed gravity values.
 RO1177
 RO1177;                    North         East     Units Scale Factor Converg.
 RO1177;SPC MN C     -   254,383.541   733,464.898   MT  0.99992241   -0 37 32.7
 RO1177;UTM  15      - 5,139,081.402   337,371.185   MT  0.99992511   -1 31 53.8
 RO1177
 RO1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO1177!SPC MN C     -   0.99993867  x   0.99992241  =   0.99986108
 RO1177!UTM  15      -   0.99993867  x   0.99992511  =   0.99986378
 RO1177
 RO1177:                Primary Azimuth Mark                     Grid Az
 RO1177:SPC MN C     -  8003 E                                   343 23 11.9
 RO1177:UTM  15      -  8003 E                                   344 17 33.0
 RO1177
 RO1177|---------------------------------------------------------------------|
 RO1177| PID    Reference Object                     Distance      Geod. Az  |
 RO1177|                                                           dddmmss.s |
 RO1177| RO1175 8003 E                              APPROX. 1.4 KM 3424539.2 |
 RO1177|---------------------------------------------------------------------|
 RO1177
 RO1177                          SUPERSEDED SURVEY CONTROL
 RO1177
 RO1177  NAD 83(1996)-  46 23 08.67757(N)    095 06 54.13942(W) AD(       ) 2
 RO1177  NAD 83(1986)-  46 23 08.67431(N)    095 06 54.12998(W) AD(       ) 2
 RO1177  NAVD 88 (05/20/97)  418.03   (m)         1371.5    (f) LEVELING    3  
 RO1177
 RO1177.Superseded values are not recommended for survey control.
 RO1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO1177.See file dsdata.txt to determine how the superseded data were derived.
 RO1177
 RO1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3737139081(NAD 83)
 RO1177_MARKER: DV = VERTICAL CONTROL DISK
 RO1177_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 RO1177_SP_SET: ALUMINUM ALLOY ROD
 RO1177_STAMPING: 8003 F 1983
 RO1177_MARK LOGO: MNDT  
 RO1177_PROJECTION: RECESSED 3 CENTIMETERS
 RO1177_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RO1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO1177+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 RO1177_ROD/PIPE-DEPTH: 21.3 meters
 RO1177
 RO1177  HISTORY     - Date     Condition        Report By
 RO1177  HISTORY     - 1983     MONUMENTED       MNDT
 RO1177  HISTORY     - 20020828 GOOD             MNDT
 RO1177
 RO1177                          STATION DESCRIPTION
 RO1177
 RO1177'DESCRIBED BY MN DEPT OF TRANSP 1983
 RO1177'4 MI SOUTH FROM WADENA.
 RO1177'THE MARK IS LOCATED ABOUT 4 MILES SOUTH OF THE TOWN OF WADENA, IN THE
 RO1177'SE 1/4 OF SECTION 29, T134N, R35W, ON THE WEST RIGHT-OF-WAY OF TRUNK
 RO1177'HIGHWAY 71 AT MILEPOINT 220.85, 4.2 MILES SOUTH ALONG TRUNK HIGHWAY
 RO1177'71 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 IN WADENA, 75.5 FEET WEST
 RO1177'OF THE CENTERLINE OF TRUNK HIGHWAY 71, 157.5 FEET SOUTHWEST OF
 RO1177'STATION BURL, 102.0 FEET SOUTH OF BURL RM 1, 97 FEET SOUTH OF A POWER
 RO1177'POLE, AND 0.9 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 RO1177'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---8003
 RO1177'F 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY 70 FOOT LONG
 RO1177'DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 RO1177'ABOUT 3 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 71.  A MAGNET IN THE
 RO1177'DISK MAKES THE MARK MAGNETIC.
 RO1177
 RO1177                          STATION RECOVERY (2002)
 RO1177
 RO1177'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 RO1177'4 MILES SOUTH OF WADENA, 4.2 MILES SOUTH ALONG TRUNK HIGHWAY 71 FROM
 RO1177'THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 10 IN WADENA, AT
 RO1177'TRUNK HIGHWAY 71 MILEPOINT 220.85, 75.5 FEET WEST OF TRUNK HIGHWAY 71,
 RO1177'157.5 FEET SOUTHWEST OF STATION BURL MNDT, 102.0 FEET SOUTH OF BURL
 RO1177'REFERENCE MARK 1, 97 FEET SOUTH OF POWER POLE, 0.9 FEET NORTH OF
 RO1177'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1178 ***********************************************************************
 RO1178  DESIGNATION -  8003 G
 RO1178  PID         -  RO1178
 RO1178  STATE/COUNTY-  MN/WADENA
 RO1178  USGS QUAD   -  VERNDALE (1969)
 RO1178
 RO1178                         *CURRENT SURVEY CONTROL
 RO1178  ___________________________________________________________________
 RO1178* NAD 83(1996)-  46 22 36.87494(N)    095 06 51.05146(W)     ADJUSTED  
 RO1178* NAVD 88     -       419.238  (meters)    1375.45   (feet)  ADJUSTED  
 RO1178  ___________________________________________________________________
 RO1178  X           -    -392,964.673 (meters)                     COMP
 RO1178  Y           -  -4,390,808.826 (meters)                     COMP
 RO1178  Z           -   4,594,535.315 (meters)                     COMP
 RO1178  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 RO1178  ELLIP HEIGHT-         392.49  (meters)          (08/03/04) GPS OBS
 RO1178  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 RO1178  DYNAMIC HT  -         419.251 (meters)    1375.49  (feet)  COMP
 RO1178  MODELED GRAV-     980,632.3   (mgal)                       NAVD 88
 RO1178
 RO1178  HORZ ORDER  -  FIRST
 RO1178  VERT ORDER  -  SECOND    CLASS I
 RO1178  ELLP ORDER  -  FOURTH    CLASS I
 RO1178
 RO1178.The horizontal coordinates were established by GPS observations
 RO1178.and adjusted by the MN DEPT OF TRANSP in August 2004..
 RO1178
 RO1178.The orthometric height was determined by differential leveling
 RO1178.and adjusted by the National Geodetic Survey in June 1991..
 RO1178
 RO1178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO1178
 RO1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO1178
 RO1178.The ellipsoidal height was determined by GPS observations
 RO1178.and is referenced to NAD 83.
 RO1178
 RO1178.The geoid height was determined by GEOID03.
 RO1178
 RO1178.The dynamic height is computed by dividing the NAVD 88
 RO1178.geopotential number by the normal gravity value computed on the
 RO1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1178.degrees latitude (g = 980.6199 gals.).
 RO1178
 RO1178.The modeled gravity was interpolated from observed gravity values.
 RO1178
 RO1178;                    North         East     Units Scale Factor Converg.
 RO1178;SPC MN C     -   253,400.987   733,520.169   MT  0.99992229   -0 37 30.5
 RO1178;UTM  15      - 5,138,098.096   337,410.917   MT  0.99992496   -1 31 50.8
 RO1178
 RO1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO1178!SPC MN C     -   0.99993848  x   0.99992229  =   0.99986077
 RO1178!UTM  15      -   0.99993848  x   0.99992496  =   0.99986344
 RO1178
 RO1178:                Primary Azimuth Mark                     Grid Az
 RO1178:SPC MN C     -  8003 F                                   356 46 49.4
 RO1178:UTM  15      -  8003 F                                   357 41 09.7
 RO1178
 RO1178|---------------------------------------------------------------------|
 RO1178| PID    Reference Object                     Distance      Geod. Az  |
 RO1178|                                                           dddmmss.s |
 RO1178| RO1177 8003 F                              APPROX. 1.0 KM 3560918.9 |
 RO1178|---------------------------------------------------------------------|
 RO1178
 RO1178                          SUPERSEDED SURVEY CONTROL
 RO1178
 RO1178  NAD 83(1996)-  46 22 36.87617(N)    095 06 51.05170(W) AD(       ) 2
 RO1178  NAD 83(1986)-  46 22 36.87293(N)    095 06 51.04208(W) AD(       ) 2
 RO1178  NAVD 88 (05/20/97)  419.24   (m)         1375.5    (f) LEVELING    3  
 RO1178
 RO1178.Superseded values are not recommended for survey control.
 RO1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO1178.See file dsdata.txt to determine how the superseded data were derived.
 RO1178
 RO1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3741138098(NAD 83)
 RO1178_MARKER: DB = BENCH MARK DISK
 RO1178_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 RO1178_SP_SET: ALUMINUM ALLOY ROD
 RO1178_STAMPING: 8003 G 1983
 RO1178_MARK LOGO: MNDT  
 RO1178_PROJECTION: RECESSED 3 CENTIMETERS
 RO1178_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RO1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO1178+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 RO1178_ROD/PIPE-DEPTH: 10.7 meters
 RO1178
 RO1178  HISTORY     - Date     Condition        Report By
 RO1178  HISTORY     - 1983     MONUMENTED       MNDT
 RO1178  HISTORY     - 20020828 GOOD             MNDT
 RO1178
 RO1178                          STATION DESCRIPTION
 RO1178
 RO1178'DESCRIBED BY MN DEPT OF TRANSP 1983
 RO1178'4.25 MI SOUTH FROM WADENA.
 RO1178'THE MARK IS LOCATED ABOUT 4-1/4 MILES SOUTH OF THE TOWN OF WADENA, IN
 RO1178'THE NW 1/4 OF SECTION 33, T134N, R35W, 4.85 MILES SOUTH ALONG TRUNK
 RO1178'HIGHWAY 71 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 IN WADENA, 78.5
 RO1178'FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 71 AT MILEPOINT 220.2,
 RO1178'79.5 FEET NORTH OF AN UNDERGROUND CABLE MARKER, 3 FEET SOUTHWEST OF A
 RO1178'POWER POLE, 1.5 FEET WEST OF A FENCE, AND 1.4 FEET NORTH OF A STEEL
 RO1178'WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 RO1178'MONUMENT DISK STAMPED---8003 G 1983---, IS SET ON THE TOP OF A 3/4
 RO1178'INCH DIAMETER BY 35 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH
 RO1178'THE SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF TRUNK
 RO1178'HIGHWAY 71.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 RO1178
 RO1178                          STATION RECOVERY (2002)
 RO1178
 RO1178'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 RO1178'4.25 MILES SOUTH OF WADENA, 4.85 MILES SOUTH ALONG TRUNK HIGHWAY 71
 RO1178'FROM JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 10 IN WADENA, AT
 RO1178'TRUNK HIGHWAY 71 MILEPOINT 220.1, 78.5 FEET EAST OF TRUNK HIGHWAY 71,
 RO1178'79.5 FEET NORTH OF CABLE POST, 1.5 FEET WEST OF FENCE, 1.4 FEET NORTH
 RO1178'OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO1179 ***********************************************************************
 RO1179  DESIGNATION -  8003 H
 RO1179  PID         -  RO1179
 RO1179  STATE/COUNTY-  MN/WADENA
 RO1179  USGS QUAD   -  BERTHA (1969)
 RO1179
 RO1179                         *CURRENT SURVEY CONTROL
 RO1179  ___________________________________________________________________
 RO1179* NAD 83(1996)-  46 22 07.97470(N)    095 06 51.66709(W)     ADJUSTED  
 RO1179* NAVD 88     -       421.281  (meters)    1382.15   (feet)  ADJUSTED  
 RO1179  ___________________________________________________________________
 RO1179  X           -    -393,035.489 (meters)                     COMP
 RO1179  Y           -  -4,391,452.470 (meters)                     COMP
 RO1179  Z           -   4,593,921.071 (meters)                     COMP
 RO1179  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 RO1179  ELLIP HEIGHT-         394.55  (meters)          (08/03/04) GPS OBS
 RO1179  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 RO1179  DYNAMIC HT  -         421.293 (meters)    1382.19  (feet)  COMP
 RO1179  MODELED GRAV-     980,631.3   (mgal)                       NAVD 88
 RO1179
 RO1179  HORZ ORDER  -  FIRST
 RO1179  VERT ORDER  -  SECOND    CLASS I
 RO1179  ELLP ORDER  -  FOURTH    CLASS I
 RO1179
 RO1179.The horizontal coordinates were established by GPS observations
 RO1179.and adjusted by the MN DEPT OF TRANSP in August 2004..
 RO1179
 RO1179.The orthometric height was determined by differential leveling
 RO1179.and adjusted by the National Geodetic Survey in June 1991..
 RO1179
 RO1179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO1179
 RO1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 RO1179
 RO1179.The ellipsoidal height was determined by GPS observations
 RO1179.and is referenced to NAD 83.
 RO1179
 RO1179.The geoid height was determined by GEOID03.
 RO1179
 RO1179.The dynamic height is computed by dividing the NAVD 88
 RO1179.geopotential number by the normal gravity value computed on the
 RO1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1179.degrees latitude (g = 980.6199 gals.).
 RO1179
 RO1179.The modeled gravity was interpolated from observed gravity values.
 RO1179
 RO1179;                    North         East     Units Scale Factor Converg.
 RO1179;SPC MN C     -   252,508.889   733,497.277   MT  0.99992220   -0 37 30.9
 RO1179;UTM  15      - 5,137,206.468   337,373.929   MT  0.99992511   -1 31 50.5
 RO1179
 RO1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO1179!SPC MN C     -   0.99993815  x   0.99992220  =   0.99986036
 RO1179!UTM  15      -   0.99993815  x   0.99992511  =   0.99986327
 RO1179
 RO1179:                Primary Azimuth Mark                     Grid Az
 RO1179:SPC MN C     -  8003 G                                   001 28 11.8
 RO1179:UTM  15      -  8003 G                                   002 22 31.4
 RO1179
 RO1179|---------------------------------------------------------------------|
 RO1179| PID    Reference Object                     Distance      Geod. Az  |
 RO1179|                                                           dddmmss.s |
 RO1179| RO1178 8003 G                              APPROX. 0.9 KM 0005040.9 |
 RO1179| RO1177 8003 F                              APPROX. 1.9 KM 3582306.8 |
 RO1179|---------------------------------------------------------------------|
 RO1179
 RO1179                          SUPERSEDED SURVEY CONTROL
 RO1179
 RO1179  NAVD 88 (08/03/04)  421.28   (m)         1382.1    (f) LEVELING    3  
 RO1179
 RO1179.Superseded values are not recommended for survey control.
 RO1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO1179.See file dsdata.txt to determine how the superseded data were derived.
 RO1179
 RO1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3737437206(NAD 83)
 RO1179_MARKER: DB = BENCH MARK DISK
 RO1179_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 RO1179_SP_SET: ALUMINUM ALLOY ROD
 RO1179_STAMPING: 8003 H 1983
 RO1179_MARK LOGO: MNDT  
 RO1179_PROJECTION: FLUSH
 RO1179_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RO1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO1179+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2002
 RO1179_ROD/PIPE-DEPTH: 10.7 meters
 RO1179
 RO1179  HISTORY     - Date     Condition        Report By
 RO1179  HISTORY     - 1983     MONUMENTED       MNDT
 RO1179  HISTORY     - 20020828 GOOD             MNDT
 RO1179
 RO1179                          STATION DESCRIPTION
 RO1179
 RO1179'DESCRIBED BY MN DEPT OF TRANSP 1983
 RO1179'5 MI SOUTH FROM WADENA.
 RO1179'THE MARK IS LOCATED ABOUT 5 MILES SOUTH OF THE TOWN OF WADENA, IN THE
 RO1179'SE 1/4 OF SECTION 32, T134N, R35W, 5.4 MILES SOUTH ALONG TRUNK
 RO1179'HIGHWAY 71 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 IN WADENA, 75 FEET
 RO1179'WEST OF THE CENTERLINE OF TRUNK HIGHWAY 71 AT MILEPOINT 219.65, 48
 RO1179'FEET NORTH OF THE CENTER OF THE GRAVEL COUNTY LINE ROAD, 92.1 FEET
 RO1179'SOUTHEAST OF THE SOUTHEAST FENCE CORNER OF A FENCE AROUND A POWER
 RO1179'SUBSTATION, 3.3 FEET WEST-SOUTHWEST OF A POWER POLE, AND 1.2 FEET
 RO1179'NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST.  THE MARK, A STANDARD
 RO1179'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---8003 H
 RO1179'1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY 35 FOOT LONG
 RO1179'DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 RO1179'ABOUT 1 FOOT BELOW THE LEVEL OF TRUNK HIGHWAY 71.  A MAGNET IN THE
 RO1179'DISK MAKES THE MARK MAGNETIC.
 RO1179
 RO1179                          STATION RECOVERY (2002)
 RO1179
 RO1179'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 RO1179'5 MILES SOUTH OF WADENA, 5.4 MILES SOUTH ALONG TRUNK HIGHWAY 71 FROM
 RO1179'TRUNK HIGHWAY JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 10 IN
 RO1179'WADENA, AT TRUNK HIGHWAY 71 MILEPOINT 219.65, 75 FEET WEST OF TRUNK
 RO1179'HIGHWAY 71, 48 FEET NORTH OF GRAVEL COUNTY LINE ROAD, 92.1 FEET
 RO1179'SOUTHEAST OF SOUTHEAST FENCE CORNER AT POWER SUB-STA, 3.3 FEET
 RO1179'WEST-SOUTHWEST OF POWER POLE, 1.2 FEET NORTH-NORTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RO0449 ***********************************************************************
 RO0449  DESIGNATION -  8004 A
 RO0449  PID         -  RO0449
 RO0449  STATE/COUNTY-  MN/WADENA
 RO0449  USGS QUAD   -  WADENA (1969)
 RO0449
 RO0449                         *CURRENT SURVEY CONTROL
 RO0449  ___________________________________________________________________
 RO0449* NAD 83(1986)-  46 27 00.     (N)    095 07 43.     (W)     SCALED    
 RO0449* NAVD 88     -       409.754  (meters)    1344.33   (feet)  ADJUSTED  
 RO0449  ___________________________________________________________________
 RO0449  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 RO0449  DYNAMIC HT  -         409.765 (meters)    1344.37  (feet)  COMP
 RO0449  MODELED GRAV-     980,630.0   (mgal)                       NAVD 88
 RO0449
 RO0449  VERT ORDER  -  SECOND    CLASS 0
 RO0449
 RO0449.The horizontal coordinates were scaled from a topographic map and have
 RO0449.an estimated accuracy of +/- 6 seconds.
 RO0449
 RO0449.The orthometric height was determined by differential leveling
 RO0449.and adjusted by the National Geodetic Survey in June 1991..
 RO0449
 RO0449.The geoid height was determined by GEOID03.
 RO0449
 RO0449.The dynamic height is computed by dividing the NAVD 88
 RO0449.geopotential number by the normal gravity value computed on the
 RO0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0449.degrees latitude (g = 980.6199 gals.).
 RO0449
 RO0449.The modeled gravity was interpolated from observed gravity values.
 RO0449
 RO0449;                    North         East    Units  Estimated Accuracy
 RO0449;SPC MN C     -   261,540.      732,500.      MT  (+/- 180 meters Scaled)
 RO0449
 RO0449                          SUPERSEDED SURVEY CONTROL
 RO0449
 RO0449  NGVD 29 (??/??/92)  409.530  (m)         1343.60   (f) ADJ UNCH    2 0
 RO0449
 RO0449.Superseded values are not recommended for survey control.
 RO0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0449.See file dsdata.txt to determine how the superseded data were derived.
 RO0449
 RO0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM365462(NAD 83)
 RO0449_MARKER: DD = SURVEY DISK
 RO0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0449_STAMPING: 8004 A 1973
 RO0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0449+STABILITY: SURFACE MOTION
 RO0449
 RO0449  HISTORY     - Date     Condition        Report By
 RO0449  HISTORY     - 1973     MONUMENTED       MNDT
 RO0449
 RO0449                          STATION DESCRIPTION
 RO0449
 RO0449'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0449'IN WADENA.
 RO0449'THE MARK IS 0.65 MILE MEASURED NORTHEASTERLY ALONG TRUNK HIGHWAY 71
 RO0449'FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 IN WADENA (MILEPOST 225.6). IT
 RO0449'IS 75 FEET EAST OF TRUNK HIGHWAY 71, 116 FEET NORTHEAST OF GRAVEL ROAD
 RO0449'WEST, 0.05 MILE SOUTHWEST OF LARGE ONE STORY FRAME BUILDING (NORTHWEST
 RO0449'BUILDING CENTER), AND 26 FEET SOUTHWEST OF A STEEL RIGHT-OF-WAY POST.
 RO0449'IT IS 1 FOOT SOUTH EAST OF A STEEL WITNESS POST AND IS SET IN TOP OF A
 RO0449'CONCRETE POST (MAGNETIC) THAT IS FLUSH WITH THE GROUND. ALL DISTANCES
 RO0449'ARE WITH RESPECT TO CENTERLINE UNLESS OTHERWISE STATED. NW 1/4 SECTION
 RO0449'5, T 134, R 35W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5153 ***********************************************************************
 DG5153  DESIGNATION -  8004 H
 DG5153  PID         -  DG5153
 DG5153  STATE/COUNTY-  MN/WADENA
 DG5153  USGS QUAD   -  BLUE GRASS (1969)
 DG5153
 DG5153                         *CURRENT SURVEY CONTROL
 DG5153  ___________________________________________________________________
 DG5153* NAD 83(1996)-  46 36 58.38469(N)    095 05 39.18586(W)     ADJUSTED  
 DG5153* NAVD 88     -       428.97   (meters)    1407.4    (feet)  LEVELING  
 DG5153  ___________________________________________________________________
 DG5153  X           -    -389,722.007 (meters)                     COMP
 DG5153  Y           -  -4,371,731.786 (meters)                     COMP
 DG5153  Z           -   4,612,855.818 (meters)                     COMP
 DG5153  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 DG5153  ELLIP HEIGHT-         401.84  (meters)          (04/12/04) GPS OBS
 DG5153  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 DG5153
 DG5153  HORZ ORDER  -  FIRST
 DG5153  VERT ORDER  -  THIRD ?
 DG5153  ELLP ORDER  -  THIRD     CLASS I
 DG5153
 DG5153.The horizontal coordinates were established by GPS observations
 DG5153.and adjusted by the MN DEPT OF TRANSP in April 2004..
 DG5153
 DG5153.The orthometric height was determined by differential leveling.
 DG5153.The vertical network tie was performed by a horz. field party for horz.
 DG5153.obs reductions. Reset procedures were used to establish the elevation.
 DG5153
 DG5153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5153
 DG5153.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5153
 DG5153.The ellipsoidal height was determined by GPS observations
 DG5153.and is referenced to NAD 83.
 DG5153
 DG5153.The geoid height was determined by GEOID03.
 DG5153
 DG5153;                    North         East     Units Scale Factor Converg.
 DG5153;SPC MN C     -   279,982.715   735,339.314   MT  0.99993406   -0 36 38.5
 DG5153;UTM  15      - 5,164,647.467   339,651.360   MT  0.99991604   -1 31 20.4
 DG5153
 DG5153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5153!SPC MN C     -   0.99993701  x   0.99993406  =   0.99987108
 DG5153!UTM  15      -   0.99993701  x   0.99991604  =   0.99985306
 DG5153
 DG5153                          SUPERSEDED SURVEY CONTROL
 DG5153
 DG5153.No superseded survey control is available for this station.
 DG5153
 DG5153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3965164647(NAD 83)
 DG5153_MARKER: DD = SURVEY DISK
 DG5153_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5153_STAMPING: 8004 H 2002
 DG5153_MARK LOGO: MNDT  
 DG5153_PROJECTION: FLUSH
 DG5153_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5153+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG5153_ROD/PIPE-DEPTH:  7.3 meters
 DG5153
 DG5153  HISTORY     - Date     Condition        Report By
 DG5153  HISTORY     - 2002     MONUMENTED       MNDT
 DG5153
 DG5153                          STATION DESCRIPTION
 DG5153
 DG5153'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG5153'THE MARK IS 1 MI (1.6 KM) SOUTH OF SEBEKA, 0.95 MI (1.53 KM) SOUTH
 DG5153'ALONG TH 71 FROM JCT OF TH 71 AND TH 227 IN SEBEKA, AT TH 71 MP
 DG5153'237.95, 72 FT (21.9 M) EAST OF TH 71, 134 FT (40.8 M) SOUTH OF ENT,
 DG5153'1.6 FT (0.5 M) WEST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DG5153'CONTROL MARK DISK SET ON TOP OF A 24 FT (7.3 M) DRIVEN ROD WITH A 3 FT
 DG5153'(0.9 M) STABILIZER FIN IS FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5137 ***********************************************************************
 DG5137  DESIGNATION -  8004 J
 DG5137  PID         -  DG5137
 DG5137  STATE/COUNTY-  MN/WADENA
 DG5137  USGS QUAD   -  BLUE GRASS (1969)
 DG5137
 DG5137                         *CURRENT SURVEY CONTROL
 DG5137  ___________________________________________________________________
 DG5137* NAD 83(1996)-  46 34 19.43709(N)    095 05 37.50111(W)     ADJUSTED  
 DG5137* NAVD 88     -       430.88   (meters)    1413.6    (feet)  LEVELING  
 DG5137  ___________________________________________________________________
 DG5137  X           -    -390,003.026 (meters)                     COMP
 DG5137  Y           -  -4,375,288.200 (meters)                     COMP
 DG5137  Z           -   4,609,484.393 (meters)                     COMP
 DG5137  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 DG5137  ELLIP HEIGHT-         403.81  (meters)          (04/12/04) GPS OBS
 DG5137  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DG5137
 DG5137  HORZ ORDER  -  FIRST
 DG5137  VERT ORDER  -  THIRD ?
 DG5137  ELLP ORDER  -  THIRD     CLASS I
 DG5137
 DG5137.The horizontal coordinates were established by GPS observations
 DG5137.and adjusted by the MN DEPT OF TRANSP in April 2004..
 DG5137
 DG5137.The orthometric height was determined by differential leveling.
 DG5137.The vertical network tie was performed by a horz. field party for horz.
 DG5137.obs reductions. Reset procedures were used to establish the elevation.
 DG5137
 DG5137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5137
 DG5137.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5137
 DG5137.The ellipsoidal height was determined by GPS observations
 DG5137.and is referenced to NAD 83.
 DG5137
 DG5137.The geoid height was determined by GEOID03.
 DG5137
 DG5137;                    North         East     Units Scale Factor Converg.
 DG5137;SPC MN C     -   275,074.866   735,322.877   MT  0.99993057   -0 36 37.3
 DG5137;UTM  15      - 5,159,740.578   339,556.888   MT  0.99991642   -1 31 15.2
 DG5137
 DG5137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5137!SPC MN C     -   0.99993670  x   0.99993057  =   0.99986728
 DG5137!UTM  15      -   0.99993670  x   0.99991642  =   0.99985313
 DG5137
 DG5137                          SUPERSEDED SURVEY CONTROL
 DG5137
 DG5137.No superseded survey control is available for this station.
 DG5137
 DG5137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3955759741(NAD 83)
 DG5137_MARKER: DD = SURVEY DISK
 DG5137_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5137_STAMPING: 8004 J 2002
 DG5137_MARK LOGO: MNDT  
 DG5137_PROJECTION: FLUSH
 DG5137_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5137+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG5137_ROD/PIPE-DEPTH:  8.2 meters
 DG5137
 DG5137  HISTORY     - Date     Condition        Report By
 DG5137  HISTORY     - 2002     MONUMENTED       MNDT
 DG5137
 DG5137                          STATION DESCRIPTION
 DG5137
 DG5137'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG5137'THE MARK IS 4 MI (6.4 KM) SOUTH OF SEBEKA, 4 MI (6.4 KM) SOUTH ALONG
 DG5137'TH 71 FROM JCT OF TH 71 AND TH 227 IN SEBEKA, AT TH 71 MP 234.9, 88.2
 DG5137'FT (26.9 M) WEST OF TH 71, 116 FT (35.4 M) NORTH OF CO RD 9, 1.5 FT
 DG5137'(0.5 M) SE OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL
 DG5137'MARK DISK SET ON TOP OF A 27 FT (8.2 M) DRIVEN ROD WITH A 3 FT (0.9 M)
 DG5137'STABILIZER FIN IS FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5138 ***********************************************************************
 DG5138  DESIGNATION -  8004 K
 DG5138  PID         -  DG5138
 DG5138  STATE/COUNTY-  MN/WADENA
 DG5138  USGS QUAD   -  BLUE GRASS (1969)
 DG5138
 DG5138                         *CURRENT SURVEY CONTROL
 DG5138  ___________________________________________________________________
 DG5138* NAD 83(1996)-  46 32 34.27180(N)    095 05 35.77244(W)     ADJUSTED  
 DG5138* NAVD 88     -       427.71   (meters)    1403.2    (feet)  LEVELING  
 DG5138  ___________________________________________________________________
 DG5138  X           -    -390,175.495 (meters)                     COMP
 DG5138  Y           -  -4,377,637.923 (meters)                     COMP
 DG5138  Z           -   4,607,249.010 (meters)                     COMP
 DG5138  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 DG5138  ELLIP HEIGHT-         400.66  (meters)          (04/12/04) GPS OBS
 DG5138  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 DG5138
 DG5138  HORZ ORDER  -  FIRST
 DG5138  VERT ORDER  -  THIRD ?
 DG5138  ELLP ORDER  -  THIRD     CLASS I
 DG5138
 DG5138.The horizontal coordinates were established by GPS observations
 DG5138.and adjusted by the MN DEPT OF TRANSP in April 2004..
 DG5138
 DG5138.The orthometric height was determined by differential leveling.
 DG5138.The vertical network tie was performed by a horz. field party for horz.
 DG5138.obs reductions. Reset procedures were used to establish the elevation.
 DG5138
 DG5138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5138
 DG5138.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5138
 DG5138.The ellipsoidal height was determined by GPS observations
 DG5138.and is referenced to NAD 83.
 DG5138
 DG5138.The geoid height was determined by GEOID03.
 DG5138
 DG5138;                    North         East     Units Scale Factor Converg.
 DG5138;SPC MN C     -   271,827.552   735,325.113   MT  0.99992859   -0 36 36.0
 DG5138;UTM  15      - 5,156,493.681   339,507.543   MT  0.99991662   -1 31 11.3
 DG5138
 DG5138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5138!SPC MN C     -   0.99993720  x   0.99992859  =   0.99986579
 DG5138!UTM  15      -   0.99993720  x   0.99991662  =   0.99985382
 DG5138
 DG5138                          SUPERSEDED SURVEY CONTROL
 DG5138
 DG5138.No superseded survey control is available for this station.
 DG5138
 DG5138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3950856494(NAD 83)
 DG5138_MARKER: DD = SURVEY DISK
 DG5138_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5138_STAMPING: 8004 K 2002
 DG5138_MARK LOGO: MNDT  
 DG5138_PROJECTION: FLUSH
 DG5138_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5138+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG5138_ROD/PIPE-DEPTH:  6.1 meters
 DG5138
 DG5138  HISTORY     - Date     Condition        Report By
 DG5138  HISTORY     - 2002     MONUMENTED       MNDT
 DG5138
 DG5138                          STATION DESCRIPTION
 DG5138
 DG5138'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG5138'THE MARK IS 6 MI (9.7 KM) SOUTH OF SEBEKA, 6.05 MI (9.74 KM) SOUTH
 DG5138'ALONG TH 71 FROM JCT OF TH 71 AND TH 227 IN SEBEKA, AT TH 71 MP
 DG5138'232.85, 72 FT (21.9 M) WEST OF TH 71, 44 FT (13.4 M) NORTH OF 220TH
 DG5138'ST, 7.9 FT (2.4 M) NORTH OF TEL PEDESTAL, 1.8 EAST OF WIT POST.  THE
 DG5138'MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A 20 FT
 DG5138'(6.1 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS FLUSH,
 DG5138'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5139 ***********************************************************************
 DG5139  DESIGNATION -  8004 L
 DG5139  PID         -  DG5139
 DG5139  STATE/COUNTY-  MN/WADENA
 DG5139  USGS QUAD   -  VERNDALE (1969)
 DG5139
 DG5139                         *CURRENT SURVEY CONTROL
 DG5139  ___________________________________________________________________
 DG5139* NAD 83(1996)-  46 29 58.14728(N)    095 05 33.95708(W)     ADJUSTED  
 DG5139* NAVD 88     -       412.03   (meters)    1351.8    (feet)  LEVELING  
 DG5139  ___________________________________________________________________
 DG5139  X           -    -390,446.557 (meters)                     COMP
 DG5139  Y           -  -4,381,115.199 (meters)                     COMP
 DG5139  Z           -   4,603,920.314 (meters)                     COMP
 DG5139  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 DG5139  ELLIP HEIGHT-         385.04  (meters)          (04/12/04) GPS OBS
 DG5139  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 DG5139
 DG5139  HORZ ORDER  -  FIRST
 DG5139  VERT ORDER  -  THIRD ?
 DG5139  ELLP ORDER  -  THIRD     CLASS I
 DG5139
 DG5139.The horizontal coordinates were established by GPS observations
 DG5139.and adjusted by the MN DEPT OF TRANSP in April 2004..
 DG5139
 DG5139.The orthometric height was determined by differential leveling.
 DG5139.The vertical network tie was performed by a horz. field party for horz.
 DG5139.obs reductions. Reset procedures were used to establish the elevation.
 DG5139
 DG5139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5139
 DG5139.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5139
 DG5139.The ellipsoidal height was determined by GPS observations
 DG5139.and is referenced to NAD 83.
 DG5139
 DG5139.The geoid height was determined by GEOID03.
 DG5139
 DG5139;                    North         East     Units Scale Factor Converg.
 DG5139;SPC MN C     -   267,006.921   735,312.496   MT  0.99992614   -0 36 34.7
 DG5139;UTM  15      - 5,151,673.907   339,418.431   MT  0.99991697   -1 31 06.1
 DG5139
 DG5139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5139!SPC MN C     -   0.99993965  x   0.99992614  =   0.99986579
 DG5139!UTM  15      -   0.99993965  x   0.99991697  =   0.99985662
 DG5139
 DG5139:                Primary Azimuth Mark                     Grid Az
 DG5139:SPC MN C     -  8004 M                                   180 44 49.4
 DG5139:UTM  15      -  8004 M                                   181 39 20.8
 DG5139
 DG5139|---------------------------------------------------------------------|
 DG5139| PID    Reference Object                     Distance      Geod. Az  |
 DG5139|                                                           dddmmss.s |
 DG5139| DG5140 8004 M                              APPROX. 1.2 KM 1800814.7 |
 DG5139|---------------------------------------------------------------------|
 DG5139
 DG5139                          SUPERSEDED SURVEY CONTROL
 DG5139
 DG5139.No superseded survey control is available for this station.
 DG5139
 DG5139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3941851674(NAD 83)
 DG5139_MARKER: DD = SURVEY DISK
 DG5139_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5139_STAMPING: 8004 L 2002
 DG5139_MARK LOGO: MNDT  
 DG5139_PROJECTION: FLUSH
 DG5139_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5139+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG5139_ROD/PIPE-DEPTH:  4.6 meters
 DG5139
 DG5139  HISTORY     - Date     Condition        Report By
 DG5139  HISTORY     - 2002     MONUMENTED       MNDT
 DG5139
 DG5139                          STATION DESCRIPTION
 DG5139
 DG5139'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG5139'THE MARK IS 5 MI (8.0 KM) NORTH OF WADENA, 4.9 MI (7.9 KM) NORTH ALONG
 DG5139'TH 71 FROM JCT OF TH 71 AND TH 10 IN WADENA, AT TH 71 MP 229.9, 108.5
 DG5139'FT (33.1 M) EAST OF TH 71, 35.3 FT (10.8 M) SOUTH OF 190TH ST, 33.8 FT
 DG5139'(10.3 M) EAST OF TEL PEDESTAL, 4.6 FT (1.4 M) NORTH OF WIT POST. THE
 DG5139'MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK IS SET ON TOP OF A 15
 DG5139'FT (4.6 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS FLUSH,
 DG5139'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5140 ***********************************************************************
 DG5140  DESIGNATION -  8004 M
 DG5140  PID         -  DG5140
 DG5140  STATE/COUNTY-  MN/WADENA
 DG5140  USGS QUAD   -  VERNDALE (1969)
 DG5140
 DG5140                         *CURRENT SURVEY CONTROL
 DG5140  ___________________________________________________________________
 DG5140* NAD 83(1996)-  46 29 19.50265(N)    095 05 34.09127(W)     ADJUSTED  
 DG5140* NAVD 88     -       407.53   (meters)    1337.0    (feet)  LEVELING  
 DG5140  ___________________________________________________________________
 DG5140  X           -    -390,525.966 (meters)                     COMP
 DG5140  Y           -  -4,381,973.991 (meters)                     COMP
 DG5140  Z           -   4,603,095.533 (meters)                     COMP
 DG5140  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 DG5140  ELLIP HEIGHT-         380.56  (meters)          (04/12/04) GPS OBS
 DG5140  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DG5140
 DG5140  HORZ ORDER  -  FIRST
 DG5140  VERT ORDER  -  THIRD ?
 DG5140  ELLP ORDER  -  THIRD     CLASS I
 DG5140
 DG5140.The horizontal coordinates were established by GPS observations
 DG5140.and adjusted by the MN DEPT OF TRANSP in April 2004..
 DG5140
 DG5140.The orthometric height was determined by differential leveling.
 DG5140.The vertical network tie was performed by a horz. field party for horz.
 DG5140.obs reductions. Reset procedures were used to establish the elevation.
 DG5140
 DG5140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5140
 DG5140.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5140
 DG5140.The ellipsoidal height was determined by GPS observations
 DG5140.and is referenced to NAD 83.
 DG5140
 DG5140.The geoid height was determined by GEOID03.
 DG5140
 DG5140;                    North         East     Units Scale Factor Converg.
 DG5140;SPC MN C     -   265,813.836   735,296.939   MT  0.99992562   -0 36 34.8
 DG5140;UTM  15      - 5,150,481.230   339,383.957   MT  0.99991711   -1 31 05.2
 DG5140
 DG5140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5140!SPC MN C     -   0.99994035  x   0.99992562  =   0.99986597
 DG5140!UTM  15      -   0.99994035  x   0.99991711  =   0.99985746
 DG5140
 DG5140:                Primary Azimuth Mark                     Grid Az
 DG5140:SPC MN C     -  8004 L                                   000 44 49.4
 DG5140:UTM  15      -  8004 L                                   001 39 19.8
 DG5140
 DG5140|---------------------------------------------------------------------|
 DG5140| PID    Reference Object                     Distance      Geod. Az  |
 DG5140|                                                           dddmmss.s |
 DG5140| DG5139 8004 L                              APPROX. 1.2 KM 0000814.6 |
 DG5140|---------------------------------------------------------------------|
 DG5140
 DG5140                          SUPERSEDED SURVEY CONTROL
 DG5140
 DG5140.No superseded survey control is available for this station.
 DG5140
 DG5140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3938450481(NAD 83)
 DG5140_MARKER: DD = SURVEY DISK
 DG5140_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5140_STAMPING: 8004 M 2002
 DG5140_MARK LOGO: MNDT  
 DG5140_PROJECTION: FLUSH
 DG5140_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5140+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG5140_ROD/PIPE-DEPTH:  7.6 meters
 DG5140
 DG5140  HISTORY     - Date     Condition        Report By
 DG5140  HISTORY     - 2002     MONUMENTED       MNDT
 DG5140
 DG5140                          STATION DESCRIPTION
 DG5140
 DG5140'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG5140'THE MARK IS 4.15 MI (6.68 KM) NORTH OF WADENA, 4.15 MI (6.68 KM) NORTH
 DG5140'ALONG TH 71 FROM JCT OF TH 71 AND TH 10 IN WADENA, AT TH 71 MP 229.15,
 DG5140'104.5 FT (31.9 M) EAST OF TH 71, 33 FT (10.1 M) NORTH OF CO RD 162,
 DG5140'23.2 FT (7.1 M) SE OF P-POLE, 0.8 FT (24.4 CM) SOUTH OF WIT POST.  THE
 DG5140'MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A 25 FT
 DG5140'(7.6 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS FLUSH,
 DG5140'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5141 ***********************************************************************
 DG5141  DESIGNATION -  8004 P
 DG5141  PID         -  DG5141
 DG5141  STATE/COUNTY-  MN/WADENA
 DG5141  USGS QUAD   -  WADENA (1969)
 DG5141
 DG5141                         *CURRENT SURVEY CONTROL
 DG5141  ___________________________________________________________________
 DG5141* NAD 83(1996)-  46 26 55.49479(N)    095 07 46.98575(W)     ADJUSTED  
 DG5141* NAVD 88     -       408.55   (meters)    1340.4    (feet)  LEVELING  
 DG5141  ___________________________________________________________________
 DG5141  X           -    -393,637.481 (meters)                     COMP
 DG5141  Y           -  -4,384,933.336 (meters)                     COMP
 DG5141  Z           -   4,600,033.516 (meters)                     COMP
 DG5141  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 DG5141  ELLIP HEIGHT-         381.67  (meters)          (04/12/04) GPS OBS
 DG5141  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 DG5141
 DG5141  HORZ ORDER  -  FIRST
 DG5141  VERT ORDER  -  THIRD ?
 DG5141  ELLP ORDER  -  THIRD     CLASS I
 DG5141
 DG5141.The horizontal coordinates were established by GPS observations
 DG5141.and adjusted by the MN DEPT OF TRANSP in April 2004..
 DG5141
 DG5141.The orthometric height was determined by differential leveling.
 DG5141.The vertical network tie was performed by a horz. field party for horz.
 DG5141.obs reductions. Reset procedures were used to establish the elevation.
 DG5141
 DG5141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5141
 DG5141.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG5141
 DG5141.The ellipsoidal height was determined by GPS observations
 DG5141.and is referenced to NAD 83.
 DG5141
 DG5141.The geoid height was determined by GEOID03.
 DG5141
 DG5141;                    North         East     Units Scale Factor Converg.
 DG5141;SPC MN C     -   261,398.600   732,413.648   MT  0.99992399   -0 38 11.0
 DG5141;UTM  15      - 5,146,112.246   336,431.068   MT  0.99992888   -1 32 37.9
 DG5141
 DG5141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5141!SPC MN C     -   0.99994017  x   0.99992399  =   0.99986417
 DG5141!UTM  15      -   0.99994017  x   0.99992888  =   0.99986906
 DG5141
 DG5141                          SUPERSEDED SURVEY CONTROL
 DG5141
 DG5141.No superseded survey control is available for this station.
 DG5141
 DG5141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3643146112(NAD 83)
 DG5141_MARKER: DD = SURVEY DISK
 DG5141_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5141_STAMPING: 8004 P 2002
 DG5141_MARK LOGO: MNDT  
 DG5141_PROJECTION: FLUSH
 DG5141_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5141+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG5141_ROD/PIPE-DEPTH:  9.1 meters
 DG5141
 DG5141  HISTORY     - Date     Condition        Report By
 DG5141  HISTORY     - 2002     MONUMENTED       MNDT
 DG5141
 DG5141                          STATION DESCRIPTION
 DG5141
 DG5141'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG5141'THE MARK IS 0.5 MI (0.8 KM) NORTH OF WADENA, 0.55 MI (0.89 KM) NORTH
 DG5141'ALONG TH 71 FROM JCT OF TH 71 AND TH 10 IN WADENA, AT TH 71 MP 225.55,
 DG5141'64.3 FT (19.6 M) NW OF TH 71, 88.5 FT (27.0 M) SOUTH OF ENT, 27.8 FT
 DG5141'(8.5 M) SE OF PIZZA HUT SIGN, 83.4 FT (25.4 M) NORTH OF ENT, 2.3 FT
 DG5141'(0.7 M) SW OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL
 DG5141'MARK DISK SET ON TOP OF A 30 FT (9.1 M) DRIVEN ROD WITH A 3 FT (0.9 M)
 DG5141'STABILIZER FIN IS FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1943 ***********************************************************************
 AJ1943  DESIGNATION -  8005 A
 AJ1943  PID         -  AJ1943
 AJ1943  STATE/COUNTY-  MN/WADENA
 AJ1943  USGS QUAD   -  MENAHGA (1980)
 AJ1943
 AJ1943                         *CURRENT SURVEY CONTROL
 AJ1943  ___________________________________________________________________
 AJ1943* NAD 83(1996)-  46 46 12.35475(N)    095 06 26.96132(W)     ADJUSTED  
 AJ1943* NAVD 88     -       426.738  (meters)    1400.06   (feet)  ADJUSTED  
 AJ1943  ___________________________________________________________________
 AJ1943  X           -    -389,626.203 (meters)                     COMP
 AJ1943  Y           -  -4,359,240.517 (meters)                     COMP
 AJ1943  Z           -   4,624,588.051 (meters)                     COMP
 AJ1943  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 AJ1943  ELLIP HEIGHT-         399.54  (meters)          (09/18/02) GPS OBS
 AJ1943  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AJ1943  DYNAMIC HT  -         426.755 (meters)    1400.11  (feet)  COMP
 AJ1943  MODELED GRAV-     980,640.3   (mgal)                       NAVD 88
 AJ1943
 AJ1943  HORZ ORDER  -  FIRST
 AJ1943  VERT ORDER  -  SECOND    CLASS I
 AJ1943  ELLP ORDER  -  FOURTH    CLASS I
 AJ1943
 AJ1943.The horizontal coordinates were established by GPS observations
 AJ1943.and adjusted by the MN DEPT OF TRANSP in September 2002..
 AJ1943
 AJ1943.The orthometric height was determined by differential leveling
 AJ1943.and adjusted by the National Geodetic Survey in August 2004..
 AJ1943.No vertical observational check was made to the station.
 AJ1943
 AJ1943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1943
 AJ1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1943
 AJ1943.The ellipsoidal height was determined by GPS observations
 AJ1943.and is referenced to NAD 83.
 AJ1943
 AJ1943.The geoid height was determined by GEOID03.
 AJ1943
 AJ1943.The dynamic height is computed by dividing the NAVD 88
 AJ1943.geopotential number by the normal gravity value computed on the
 AJ1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1943.degrees latitude (g = 980.6199 gals.).
 AJ1943
 AJ1943.The modeled gravity was interpolated from observed gravity values.
 AJ1943
 AJ1943;                    North         East     Units Scale Factor Converg.
 AJ1943;SPC MN C     -   297,097.748   734,508.079   MT  0.99995085   -0 37 13.1
 AJ1943;UTM  15      - 5,181,773.155   339,093.139   MT  0.99991824   -1 32 09.1
 AJ1943
 AJ1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1943!SPC MN C     -   0.99993737  x   0.99995085  =   0.99988823
 AJ1943!UTM  15      -   0.99993737  x   0.99991824  =   0.99985562
 AJ1943
 AJ1943                          SUPERSEDED SURVEY CONTROL
 AJ1943
 AJ1943  NAVD 88 (09/18/02)  426.74   (m)         1400.1    (f) LEVELING    3  
 AJ1943
 AJ1943.Superseded values are not recommended for survey control.
 AJ1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1943.See file dsdata.txt to determine how the superseded data were derived.
 AJ1943
 AJ1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3909381773(NAD 83)
 AJ1943_MARKER: DD = SURVEY DISK
 AJ1943_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ1943_STAMPING: 8005 A 1999
 AJ1943_MARK LOGO: MNDT  
 AJ1943_PROJECTION: RECESSED 3 CENTIMETERS
 AJ1943_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ1943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1943+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1999
 AJ1943_ROD/PIPE-DEPTH: 22.9 meters
 AJ1943
 AJ1943  HISTORY     - Date     Condition        Report By
 AJ1943  HISTORY     - 1999     MONUMENTED       MNDT
 AJ1943  HISTORY     - 19991023 GOOD             MNDT
 AJ1943
 AJ1943                          STATION DESCRIPTION
 AJ1943
 AJ1943'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1943'1.2 MI (1.9 KM) NORTH OF MENAHGA, 1.2 MI (1.9 KM) NORTH ALONG TH 71
 AJ1943'FROM JCT OF TH 71 AND TH 87 IN MENAHGA, AT TH 71 MP 248.80, 73.2 FT
 AJ1943'(22.3 M) EAST OF TH 71, 54.0 FT (16.5 M) NORTH OF RD, 111.0 FT (33.8
 AJ1943'M) SOUTH OF CABLE PEDESTAL, 3.6 FT (1.1 M) SOUTH OF WIT POST.
 AJ1943
 AJ1943                          STATION RECOVERY (1999)
 AJ1943
 AJ1943'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1943'1.2 MI (1.9 KM) NORTH OF MENAHGA, 1.2 MI (1.9 KM) NORTH ALONG TH 71
 AJ1943'FROM JCT OF TH 87, AT TH 71 MP 248.80, 73.2 FT (22.3 M) EAST OF TH 71,
 AJ1943'54.0 FT (16.5 M) NORTH OF ROAD, 111 FT (33.8 M) SOUTH OF CABLE PED,
 AJ1943'3.6 FT (1.1 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1971 ***********************************************************************
 AJ1971  DESIGNATION -  8005 B
 AJ1971  PID         -  AJ1971
 AJ1971  STATE/COUNTY-  MN/WADENA
 AJ1971  USGS QUAD   -  MENAHGA (1980)
 AJ1971
 AJ1971                         *CURRENT SURVEY CONTROL
 AJ1971  ___________________________________________________________________
 AJ1971* NAD 83(1986)-  46 45 31.     (N)    095 06 04.     (W)     SCALED    
 AJ1971* NAVD 88     -       423.959  (meters)    1390.94   (feet)  ADJUSTED  
 AJ1971  ___________________________________________________________________
 AJ1971  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AJ1971  DYNAMIC HT  -         423.975 (meters)    1390.99  (feet)  COMP
 AJ1971  MODELED GRAV-     980,638.9   (mgal)                       NAVD 88
 AJ1971
 AJ1971  VERT ORDER  -  SECOND    CLASS I
 AJ1971
 AJ1971.The horizontal coordinates were scaled from a topographic map and have
 AJ1971.an estimated accuracy of +/- 6 seconds.
 AJ1971
 AJ1971.The orthometric height was determined by differential leveling
 AJ1971.and adjusted by the National Geodetic Survey in August 2004..
 AJ1971.No vertical observational check was made to the station.
 AJ1971
 AJ1971.The geoid height was determined by GEOID03.
 AJ1971
 AJ1971.The dynamic height is computed by dividing the NAVD 88
 AJ1971.geopotential number by the normal gravity value computed on the
 AJ1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1971.degrees latitude (g = 980.6199 gals.).
 AJ1971
 AJ1971.The modeled gravity was interpolated from observed gravity values.
 AJ1971
 AJ1971;                    North         East    Units  Estimated Accuracy
 AJ1971;SPC MN C     -   295,820.      734,980.      MT  (+/- 180 meters Scaled)
 AJ1971
 AJ1971                          SUPERSEDED SURVEY CONTROL
 AJ1971
 AJ1971.No superseded survey control is available for this station.
 AJ1971
 AJ1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM395804(NAD 83)
 AJ1971_MARKER: DD = SURVEY DISK
 AJ1971_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ1971_SP_SET: BRIDGE ABUTMENT
 AJ1971_STAMPING: 8005 B 2000
 AJ1971_MARK LOGO: MNDT  
 AJ1971_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ1971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1971+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1999
 AJ1971
 AJ1971  HISTORY     - Date     Condition        Report By
 AJ1971  HISTORY     - 1997     MONUMENTED       MNDT
 AJ1971  HISTORY     - 19991026 GOOD             MNDT
 AJ1971
 AJ1971                          STATION DESCRIPTION
 AJ1971
 AJ1971'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AJ1971'IN ABUT AT SE COR OF BRDG NO 9299 OVER BLUEBERRY RIVER, AT TH 71 MP 24
 AJ1971'7.9, 25.2 FT (7.7 M) EAST OF TH 71 CENTERLINE, 2.1 FT (0.6 M) NORTH OF
 AJ1971'SE RAILING. NOTE--THE YEAR STAMPED IN DISK WAS DONE AT TIME OF
 AJ1971'LEVELING PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1944 ***********************************************************************
 AJ1944  DESIGNATION -  8005 C
 AJ1944  PID         -  AJ1944
 AJ1944  STATE/COUNTY-  MN/WADENA
 AJ1944  USGS QUAD   -  SEBEKA (1969)
 AJ1944
 AJ1944                         *CURRENT SURVEY CONTROL
 AJ1944  ___________________________________________________________________
 AJ1944* NAD 83(1996)-  46 44 46.51855(N)    095 05 55.14094(W)     ADJUSTED  
 AJ1944* NAVD 88     -       426.332  (meters)    1398.72   (feet)  ADJUSTED  
 AJ1944  ___________________________________________________________________
 AJ1944  X           -    -389,125.284 (meters)                     COMP
 AJ1944  Y           -  -4,361,223.643 (meters)                     COMP
 AJ1944  Z           -   4,622,771.791 (meters)                     COMP
 AJ1944  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AJ1944  ELLIP HEIGHT-         399.14  (meters)          (09/18/02) GPS OBS
 AJ1944  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AJ1944  DYNAMIC HT  -         426.348 (meters)    1398.78  (feet)  COMP
 AJ1944  MODELED GRAV-     980,637.5   (mgal)                       NAVD 88
 AJ1944
 AJ1944  HORZ ORDER  -  FIRST
 AJ1944  VERT ORDER  -  SECOND    CLASS I
 AJ1944  ELLP ORDER  -  FOURTH    CLASS I
 AJ1944
 AJ1944.The horizontal coordinates were established by GPS observations
 AJ1944.and adjusted by the MN DEPT OF TRANSP in September 2002..
 AJ1944
 AJ1944.The orthometric height was determined by differential leveling
 AJ1944.and adjusted by the National Geodetic Survey in August 2004..
 AJ1944.No vertical observational check was made to the station.
 AJ1944
 AJ1944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1944
 AJ1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1944
 AJ1944.The ellipsoidal height was determined by GPS observations
 AJ1944.and is referenced to NAD 83.
 AJ1944
 AJ1944.The geoid height was determined by GEOID03.
 AJ1944
 AJ1944.The dynamic height is computed by dividing the NAVD 88
 AJ1944.geopotential number by the normal gravity value computed on the
 AJ1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1944.degrees latitude (g = 980.6199 gals.).
 AJ1944
 AJ1944.The modeled gravity was interpolated from observed gravity values.
 AJ1944
 AJ1944;                    North         East     Units Scale Factor Converg.
 AJ1944;SPC MN C     -   294,440.187   735,154.746   MT  0.99994777   -0 36 50.1
 AJ1944;UTM  15      - 5,179,105.689   339,697.253   MT  0.99991585   -1 31 43.8
 AJ1944
 AJ1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1944!SPC MN C     -   0.99993744  x   0.99994777  =   0.99988521
 AJ1944!UTM  15      -   0.99993744  x   0.99991585  =   0.99985329
 AJ1944
 AJ1944:                Primary Azimuth Mark                     Grid Az
 AJ1944:SPC MN C     -  8005 D                                   188 10 24.8
 AJ1944:UTM  15      -  8005 D                                   189 05 18.5
 AJ1944
 AJ1944|---------------------------------------------------------------------|
 AJ1944| PID    Reference Object                     Distance      Geod. Az  |
 AJ1944|                                                           dddmmss.s |
 AJ1944| AJ1945 8005 D                              APPROX. 1.4 KM 1873334.7 |
 AJ1944|---------------------------------------------------------------------|
 AJ1944
 AJ1944                          SUPERSEDED SURVEY CONTROL
 AJ1944
 AJ1944  NAVD 88 (09/18/02)  426.33   (m)         1398.7    (f) LEVELING    3  
 AJ1944
 AJ1944.Superseded values are not recommended for survey control.
 AJ1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1944.See file dsdata.txt to determine how the superseded data were derived.
 AJ1944
 AJ1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3969779106(NAD 83)
 AJ1944_MARKER: DD = SURVEY DISK
 AJ1944_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ1944_STAMPING: 8005 C 1999
 AJ1944_MARK LOGO: MNDT  
 AJ1944_PROJECTION: FLUSH
 AJ1944_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ1944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1944+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1999
 AJ1944_ROD/PIPE-DEPTH: 16.8 meters
 AJ1944
 AJ1944  HISTORY     - Date     Condition        Report By
 AJ1944  HISTORY     - 1999     MONUMENTED       MNDT
 AJ1944  HISTORY     - 19991023 GOOD             MNDT
 AJ1944
 AJ1944                          STATION DESCRIPTION
 AJ1944
 AJ1944'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1944'0.6 MI (1.0 KM) SOUTH OF MENAHGA, 0.6 MI (1.0 KM) SOUTH ALONG TH 71
 AJ1944'FROM JCT OF TH 71 AND TH 87 IN MENAHGA, AT TH 71 MP 247.00, 58.0 FT
 AJ1944'(17.7 M) SE OF TH 71, 8.6 FT (2.6 M) SW OF GUY POLE WITH CABLE
 AJ1944'PEDESTAL, 84.0 FT (25.6 M) SW OF ENT, 51.0 FT (15.5 M) NE OF ENT, 3.9
 AJ1944'FT (1.2 M) SW OF WITNESS POST.
 AJ1944
 AJ1944                          STATION RECOVERY (1999)
 AJ1944
 AJ1944'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1944'0.6 MI (1.0 KM) SOUTH OF MENAHGA, 0.6 MI (1.0 KM) SOUTH ALONG TH 71
 AJ1944'FROM JCT OF TH 71 AND TH 87 IN MENAHGA, AT TH 71 MP 247.00, 58.0 FT
 AJ1944'(17.7 M) SE OF TH 71, 8.6 FT (2.6 M) SW OF GUY POLE WITH CABLE PED,
 AJ1944'84.0 FT (25.6 M) SW OF ENTRANCE, 51.0 FT (15.5 M) NE OF ENTRANCE, 3.9
 AJ1944'FT (1.2 M) SW OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1945 ***********************************************************************
 AJ1945  DESIGNATION -  8005 D
 AJ1945  PID         -  AJ1945
 AJ1945  STATE/COUNTY-  MN/WADENA
 AJ1945  USGS QUAD   -  SEBEKA (1969)
 AJ1945
 AJ1945                         *CURRENT SURVEY CONTROL
 AJ1945  ___________________________________________________________________
 AJ1945* NAD 83(1996)-  46 44 02.31610(N)    095 06 03.67285(W)     ADJUSTED  
 AJ1945* NAVD 88     -       429.053  (meters)    1407.65   (feet)  ADJUSTED  
 AJ1945  ___________________________________________________________________
 AJ1945  X           -    -389,394.232 (meters)                     COMP
 AJ1945  Y           -  -4,362,199.550 (meters)                     COMP
 AJ1945  Z           -   4,621,838.305 (meters)                     COMP
 AJ1945  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 AJ1945  ELLIP HEIGHT-         401.86  (meters)          (09/18/02) GPS OBS
 AJ1945  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AJ1945  DYNAMIC HT  -         429.068 (meters)    1407.70  (feet)  COMP
 AJ1945  MODELED GRAV-     980,636.1   (mgal)                       NAVD 88
 AJ1945
 AJ1945  HORZ ORDER  -  FIRST
 AJ1945  VERT ORDER  -  SECOND    CLASS I
 AJ1945  ELLP ORDER  -  FOURTH    CLASS I
 AJ1945
 AJ1945.The horizontal coordinates were established by GPS observations
 AJ1945.and adjusted by the MN DEPT OF TRANSP in September 2002..
 AJ1945
 AJ1945.The orthometric height was determined by differential leveling
 AJ1945.and adjusted by the National Geodetic Survey in August 2004..
 AJ1945.No vertical observational check was made to the station.
 AJ1945
 AJ1945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1945
 AJ1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1945
 AJ1945.The ellipsoidal height was determined by GPS observations
 AJ1945.and is referenced to NAD 83.
 AJ1945
 AJ1945.The geoid height was determined by GEOID03.
 AJ1945
 AJ1945.The dynamic height is computed by dividing the NAVD 88
 AJ1945.geopotential number by the normal gravity value computed on the
 AJ1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1945.degrees latitude (g = 980.6199 gals.).
 AJ1945
 AJ1945.The modeled gravity was interpolated from observed gravity values.
 AJ1945
 AJ1945;                    North         East     Units Scale Factor Converg.
 AJ1945;SPC MN C     -   293,077.337   734,958.999   MT  0.99994626   -0 36 56.2
 AJ1945;UTM  15      - 5,177,746.179   339,479.779   MT  0.99991671   -1 31 48.9
 AJ1945
 AJ1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1945!SPC MN C     -   0.99993701  x   0.99994626  =   0.99988327
 AJ1945!UTM  15      -   0.99993701  x   0.99991671  =   0.99985373
 AJ1945
 AJ1945:                Primary Azimuth Mark                     Grid Az
 AJ1945:SPC MN C     -  8005 C                                   008 10 24.7
 AJ1945:UTM  15      -  8005 C                                   009 05 17.4
 AJ1945
 AJ1945|---------------------------------------------------------------------|
 AJ1945| PID    Reference Object                     Distance      Geod. Az  |
 AJ1945|                                                           dddmmss.s |
 AJ1945| AJ1944 8005 C                              APPROX. 1.4 KM 0073328.5 |
 AJ1945|---------------------------------------------------------------------|
 AJ1945
 AJ1945                          SUPERSEDED SURVEY CONTROL
 AJ1945
 AJ1945  NAVD 88 (09/18/02)  429.05   (m)         1407.6    (f) LEVELING    3  
 AJ1945
 AJ1945.Superseded values are not recommended for survey control.
 AJ1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1945.See file dsdata.txt to determine how the superseded data were derived.
 AJ1945
 AJ1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3948077746(NAD 83)
 AJ1945_MARKER: DD = SURVEY DISK
 AJ1945_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ1945_STAMPING: 8005 D 1999
 AJ1945_MARK LOGO: MNDT  
 AJ1945_PROJECTION: RECESSED 3 CENTIMETERS
 AJ1945_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ1945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1945+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1999
 AJ1945_ROD/PIPE-DEPTH: 15.2 meters
 AJ1945
 AJ1945  HISTORY     - Date     Condition        Report By
 AJ1945  HISTORY     - 1999     MONUMENTED       MNDT
 AJ1945  HISTORY     - 19990823 GOOD             MNDT
 AJ1945
 AJ1945                          STATION DESCRIPTION
 AJ1945
 AJ1945'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1945'1.6 MI (2.6 KM) SOUTH OF MENAHGA, 1.6 MI (2.6 KM) SOUTH ALONG TH 71
 AJ1945'FROM JCT OF TH 71 AND TH 87 IN MENAHGA, AT TH 71 MP 246.10, 68.0 FT
 AJ1945'(20.7 M) EAST OF TH 71, 38.0 FT (11.6 M) SOUTH OF 12TH ST SE, 111.5 FT
 AJ1945'(34.0 M) NORTH OF ENT TO CENEX, 89.2 FT (27.2 M) SOUTH OF CABLE
 AJ1945'PEDESTAL, 156.6 FT (47.7 M) SW OF FIRE HYDRANT, 3.9 FT (1.2 M) WEST OF
 AJ1945'WITNESS POST.
 AJ1945
 AJ1945                          STATION RECOVERY (1999)
 AJ1945
 AJ1945'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1945'1.6 MI (2.6 KM) SOUTH OF MENAHGA, 1.6 MI (2.6 KM) SOUTH ALONG TH 71
 AJ1945'FROM JCT OF TH 71 AND TH 87 IN MENAHGA, AT TH 71 MP 246.10, 68.0 FT
 AJ1945'(20.7 M) EAST OF TH 71, 38.0 FT (11.6 M) SOUTH OF 12TH STSE, 111.5 FT
 AJ1945'(34.0 M) NORTH OF ENTRANCE TO CENEX, 89.2 FT (27.2 M) SOUTH OF CABLE
 AJ1945'PED, 156.6 FTSW OF FIRE HYDRANT, 3.9 FT (1.2 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1948 ***********************************************************************
 AJ1948  DESIGNATION -  8005 E
 AJ1948  PID         -  AJ1948
 AJ1948  STATE/COUNTY-  MN/WADENA
 AJ1948  USGS QUAD   -  SEBEKA (1969)
 AJ1948
 AJ1948                         *CURRENT SURVEY CONTROL
 AJ1948  ___________________________________________________________________
 AJ1948* NAD 83(1996)-  46 42 11.73194(N)    095 06 09.56546(W)     ADJUSTED  
 AJ1948* NAVD 88     -       431.247  (meters)    1414.85   (feet)  ADJUSTED  
 AJ1948  ___________________________________________________________________
 AJ1948  X           -    -389,740.100 (meters)                     COMP
 AJ1948  Y           -  -4,364,666.159 (meters)                     COMP
 AJ1948  Z           -   4,619,498.663 (meters)                     COMP
 AJ1948  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 AJ1948  ELLIP HEIGHT-         404.06  (meters)          (09/18/02) GPS OBS
 AJ1948  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AJ1948  DYNAMIC HT  -         431.261 (meters)    1414.90  (feet)  COMP
 AJ1948  MODELED GRAV-     980,632.8   (mgal)                       NAVD 88
 AJ1948
 AJ1948  HORZ ORDER  -  FIRST
 AJ1948  VERT ORDER  -  SECOND    CLASS I
 AJ1948  ELLP ORDER  -  FOURTH    CLASS I
 AJ1948
 AJ1948.The horizontal coordinates were established by GPS observations
 AJ1948.and adjusted by the MN DEPT OF TRANSP in September 2002..
 AJ1948
 AJ1948.The orthometric height was determined by differential leveling
 AJ1948.and adjusted by the National Geodetic Survey in August 2004..
 AJ1948.No vertical observational check was made to the station.
 AJ1948
 AJ1948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1948
 AJ1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1948
 AJ1948.The ellipsoidal height was determined by GPS observations
 AJ1948.and is referenced to NAD 83.
 AJ1948
 AJ1948.The geoid height was determined by GEOID03.
 AJ1948
 AJ1948.The dynamic height is computed by dividing the NAVD 88
 AJ1948.geopotential number by the normal gravity value computed on the
 AJ1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1948.degrees latitude (g = 980.6199 gals.).
 AJ1948
 AJ1948.The modeled gravity was interpolated from observed gravity values.
 AJ1948
 AJ1948;                    North         East     Units Scale Factor Converg.
 AJ1948;SPC MN C     -   289,664.312   734,797.147   MT  0.99994267   -0 37 00.5
 AJ1948;UTM  15      - 5,174,336.265   339,263.496   MT  0.99991757   -1 31 50.4
 AJ1948
 AJ1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1948!SPC MN C     -   0.99993667  x   0.99994267  =   0.99987934
 AJ1948!UTM  15      -   0.99993667  x   0.99991757  =   0.99985424
 AJ1948
 AJ1948:                Primary Azimuth Mark                     Grid Az
 AJ1948:SPC MN C     -  8005 F                                   180 38 52.0
 AJ1948:UTM  15      -  8005 F                                   181 33 41.9
 AJ1948
 AJ1948|---------------------------------------------------------------------|
 AJ1948| PID    Reference Object                     Distance      Geod. Az  |
 AJ1948|                                                           dddmmss.s |
 AJ1948| AJ1949 8005 F                              APPROX. 1.6 KM 1800151.5 |
 AJ1948|---------------------------------------------------------------------|
 AJ1948
 AJ1948                          SUPERSEDED SURVEY CONTROL
 AJ1948
 AJ1948  NAVD 88 (09/18/02)  431.24   (m)         1414.8    (f) LEVELING    3  
 AJ1948
 AJ1948.Superseded values are not recommended for survey control.
 AJ1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1948.See file dsdata.txt to determine how the superseded data were derived.
 AJ1948
 AJ1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3926374336(NAD 83)
 AJ1948_MARKER: DD = SURVEY DISK
 AJ1948_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ1948_STAMPING: 8005 E 1999
 AJ1948_MARK LOGO: MNDT  
 AJ1948_PROJECTION: RECESSED 5 CENTIMETERS
 AJ1948_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ1948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1948+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1999
 AJ1948_ROD/PIPE-DEPTH:  6.1 meters
 AJ1948
 AJ1948  HISTORY     - Date     Condition        Report By
 AJ1948  HISTORY     - 1999     MONUMENTED       MNDT
 AJ1948  HISTORY     - 19991025 GOOD             MNDT
 AJ1948
 AJ1948                          STATION DESCRIPTION
 AJ1948
 AJ1948'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1948'3.7 MI (6.0 KM) SOUTH OF MENAHGA, 3.7 MI (6.0 KM) SOUTH ALONG TH 71
 AJ1948'FROM JCT OF TH 71 AND TH 87 IN MENAHGA, AT TH 71 MP 244.00, 71.0 FT
 AJ1948'(21.6 M) WEST OF TH 71, 60.0 FT (18.3 M) NORTH OF CO RD 146, 21.0 FT
 AJ1948'(6.4 M) NNE OF FENCE COR, 54.9 FT (16.7 M) SSE OF R/W POST, 42.0 FT
 AJ1948'(12.8 M) SOUTH OF ENT, 3.5 FT (1.1 M) EAST OF FENCE, 2.9 FT (0.9 M)
 AJ1948'EAST OF WITNESS POST.
 AJ1948
 AJ1948                          STATION RECOVERY (1999)
 AJ1948
 AJ1948'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1948'3.7 MI (6.0 KM) SOUTH OF MENAHGA, 3.7 MI (6.0 KM) SOUTH ALONG TH 71
 AJ1948'FROM JCT OF TH 87, AT TH 71 MP 244.00, 71.0 FT (21.6 M) WEST OF TH 71,
 AJ1948'60.0 FT (18.3 M) NORTH OF CO RD 146, 21.0 FT (6.4 M) NNE OF FENCE COR,
 AJ1948'54.9 FT (16.7 M) SSE OF RW POST, 42.0 FT (12.8 M) SOUTH OF ENTRANCE,
 AJ1948'3.5 FT (1.1 M) EAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1949 ***********************************************************************
 AJ1949  DESIGNATION -  8005 F
 AJ1949  PID         -  AJ1949
 AJ1949  STATE/COUNTY-  MN/WADENA
 AJ1949  USGS QUAD   -  SEBEKA (1969)
 AJ1949
 AJ1949                         *CURRENT SURVEY CONTROL
 AJ1949  ___________________________________________________________________
 AJ1949* NAD 83(1996)-  46 41 19.73959(N)    095 06 09.60630(W)     ADJUSTED  
 AJ1949* NAVD 88     -       426.800  (meters)    1400.26   (feet)  ADJUSTED  
 AJ1949  ___________________________________________________________________
 AJ1949  X           -    -389,844.614 (meters)                     COMP
 AJ1949  Y           -  -4,365,826.840 (meters)                     COMP
 AJ1949  Z           -   4,618,394.214 (meters)                     COMP
 AJ1949  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 AJ1949  ELLIP HEIGHT-         399.62  (meters)          (09/18/02) GPS OBS
 AJ1949  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AJ1949  DYNAMIC HT  -         426.813 (meters)    1400.30  (feet)  COMP
 AJ1949  MODELED GRAV-     980,631.4   (mgal)                       NAVD 88
 AJ1949
 AJ1949  HORZ ORDER  -  FIRST
 AJ1949  VERT ORDER  -  SECOND    CLASS I
 AJ1949  ELLP ORDER  -  FOURTH    CLASS I
 AJ1949
 AJ1949.The horizontal coordinates were established by GPS observations
 AJ1949.and adjusted by the MN DEPT OF TRANSP in September 2002..
 AJ1949
 AJ1949.The orthometric height was determined by differential leveling
 AJ1949.and adjusted by the National Geodetic Survey in August 2004..
 AJ1949.No vertical observational check was made to the station.
 AJ1949
 AJ1949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1949
 AJ1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1949
 AJ1949.The ellipsoidal height was determined by GPS observations
 AJ1949.and is referenced to NAD 83.
 AJ1949
 AJ1949.The geoid height was determined by GEOID03.
 AJ1949
 AJ1949.The dynamic height is computed by dividing the NAVD 88
 AJ1949.geopotential number by the normal gravity value computed on the
 AJ1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1949.degrees latitude (g = 980.6199 gals.).
 AJ1949
 AJ1949.The modeled gravity was interpolated from observed gravity values.
 AJ1949
 AJ1949;                    North         East     Units Scale Factor Converg.
 AJ1949;SPC MN C     -   288,059.029   734,778.997   MT  0.99994108   -0 37 00.5
 AJ1949;UTM  15      - 5,172,731.514   339,219.752   MT  0.99991774   -1 31 49.1
 AJ1949
 AJ1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1949!SPC MN C     -   0.99993736  x   0.99994108  =   0.99987844
 AJ1949!UTM  15      -   0.99993736  x   0.99991774  =   0.99985511
 AJ1949
 AJ1949:                Primary Azimuth Mark                     Grid Az
 AJ1949:SPC MN C     -  8005 E                                   000 38 52.0
 AJ1949:UTM  15      -  8005 E                                   001 33 40.6
 AJ1949
 AJ1949|---------------------------------------------------------------------|
 AJ1949| PID    Reference Object                     Distance      Geod. Az  |
 AJ1949|                                                           dddmmss.s |
 AJ1949| AJ1948 8005 E                              APPROX. 1.6 KM 0000151.5 |
 AJ1949|---------------------------------------------------------------------|
 AJ1949
 AJ1949                          SUPERSEDED SURVEY CONTROL
 AJ1949
 AJ1949  NAVD 88 (09/18/02)  426.80   (m)         1400.3    (f) LEVELING    3  
 AJ1949
 AJ1949.Superseded values are not recommended for survey control.
 AJ1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1949.See file dsdata.txt to determine how the superseded data were derived.
 AJ1949
 AJ1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3922072732(NAD 83)
 AJ1949_MARKER: DD = SURVEY DISK
 AJ1949_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ1949_STAMPING: 8005 F 1999
 AJ1949_MARK LOGO: MNDT  
 AJ1949_PROJECTION: FLUSH
 AJ1949_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ1949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1949+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1991
 AJ1949_ROD/PIPE-DEPTH: 12.2 meters
 AJ1949
 AJ1949  HISTORY     - Date     Condition        Report By
 AJ1949  HISTORY     - 1999     MONUMENTED       MNDT
 AJ1949  HISTORY     - 19910225 GOOD             MNDT
 AJ1949
 AJ1949                          STATION DESCRIPTION
 AJ1949
 AJ1949'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1949'4.7 MI (7.6 KM) SOUTH OF MENAHGA, 4.7 MI (7.6 KM) SOUTH ALONG TH 71
 AJ1949'FROM JCT OF TH 71 AND TH 87 IN MENAHGA, AT TH 71 MP 242.95, 106.0 FT
 AJ1949'(32.3 M) WEST OF TH 71, 87.0 FT (26.5 M) NORTH OF CO RD 13, 43.0 FT
 AJ1949'(13.1 M) NORTH OF P-POLE WITH TRANSFORMER, 59.0 FT (18.0 M) NW OF
 AJ1949'CABLE PEDESTAL, 53.0 FT (16.2 M) SW OF CABLE PEDESTAL, 3.0 FT (0.9 M)
 AJ1949'SE OF FENCE, 2.8 FT (0.9 M) EAST OF WITNESS POST.
 AJ1949
 AJ1949                          STATION RECOVERY (1991)
 AJ1949
 AJ1949'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (DKH)
 AJ1949'4.7 MI (7.6 KM) SOUTH OF MENAHGA, 4.7 MI (7.6 KM) SOUTH ALONG TH 71
 AJ1949'FROM JCT OF TH 71 AND TH 87 IN MENAHGA, AT TH 71 MP 242.95, 106.0 FT
 AJ1949'(32.3 M) WEST OF TH 71, 87.0 FT (26.5 M) NORTH OF CO RD 13, 43.0 FT
 AJ1949'(13.1 M) NORTH OF P-POLE TRANSFORMER, 59.0 FT (18.0 M) NW OF CABLE
 AJ1949'PED, 53.0 FT (16.2 M) SW OF CABLE PED, 3.0 FT (0.9 M) SE OF FENCE, 2.8
 AJ1949'FT (0.9 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1952 ***********************************************************************
 AJ1952  DESIGNATION -  8005 G
 AJ1952  PID         -  AJ1952
 AJ1952  STATE/COUNTY-  MN/WADENA
 AJ1952  USGS QUAD   -  SEBEKA (1969)
 AJ1952
 AJ1952                         *CURRENT SURVEY CONTROL
 AJ1952  ___________________________________________________________________
 AJ1952* NAD 83(1996)-  46 38 49.46838(N)    095 06 02.64840(W)     ADJUSTED  
 AJ1952* NAVD 88     -       424.154  (meters)    1391.58   (feet)  ADJUSTED  
 AJ1952  ___________________________________________________________________
 AJ1952  X           -    -389,997.283 (meters)                     COMP
 AJ1952  Y           -  -4,369,200.281 (meters)                     COMP
 AJ1952  Z           -   4,615,207.863 (meters)                     COMP
 AJ1952  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AJ1952  ELLIP HEIGHT-         396.99  (meters)          (09/18/02) GPS OBS
 AJ1952  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AJ1952  DYNAMIC HT  -         424.166 (meters)    1391.62  (feet)  COMP
 AJ1952  MODELED GRAV-     980,628.0   (mgal)                       NAVD 88
 AJ1952
 AJ1952  HORZ ORDER  -  FIRST
 AJ1952  VERT ORDER  -  SECOND    CLASS I
 AJ1952  ELLP ORDER  -  FOURTH    CLASS I
 AJ1952
 AJ1952.The horizontal coordinates were established by GPS observations
 AJ1952.and adjusted by the MN DEPT OF TRANSP in September 2002..
 AJ1952
 AJ1952.The orthometric height was determined by differential leveling
 AJ1952.and adjusted by the National Geodetic Survey in August 2004..
 AJ1952.No vertical observational check was made to the station.
 AJ1952
 AJ1952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1952
 AJ1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1952
 AJ1952.The ellipsoidal height was determined by GPS observations
 AJ1952.and is referenced to NAD 83.
 AJ1952
 AJ1952.The geoid height was determined by GEOID03.
 AJ1952
 AJ1952.The dynamic height is computed by dividing the NAVD 88
 AJ1952.geopotential number by the normal gravity value computed on the
 AJ1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1952.degrees latitude (g = 980.6199 gals.).
 AJ1952
 AJ1952.The modeled gravity was interpolated from observed gravity values.
 AJ1952
 AJ1952;                    North         East     Units Scale Factor Converg.
 AJ1952;SPC MN C     -   283,417.767   734,876.992   MT  0.99993684   -0 36 55.5
 AJ1952;UTM  15      - 5,168,089.378   339,243.782   MT  0.99991765   -1 31 40.3
 AJ1952
 AJ1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1952!SPC MN C     -   0.99993777  x   0.99993684  =   0.99987462
 AJ1952!UTM  15      -   0.99993777  x   0.99991765  =   0.99985543
 AJ1952
 AJ1952:                Primary Azimuth Mark                     Grid Az
 AJ1952:SPC MN C     -  8005 J                                   170 55 08.6
 AJ1952:UTM  15      -  8005 J                                   171 49 53.4
 AJ1952
 AJ1952|---------------------------------------------------------------------|
 AJ1952| PID    Reference Object                     Distance      Geod. Az  |
 AJ1952|                                                           dddmmss.s |
 AJ1952| AJ1954 8005 J                              APPROX. 1.6 KM 1701813.1 |
 AJ1952| AJ1953 8005 H                              APPROX. 1.2 KM 1751814.2 |
 AJ1952|---------------------------------------------------------------------|
 AJ1952
 AJ1952                          SUPERSEDED SURVEY CONTROL
 AJ1952
 AJ1952  NAVD 88 (09/18/02)  424.15   (m)         1391.6    (f) LEVELING    3  
 AJ1952
 AJ1952.Superseded values are not recommended for survey control.
 AJ1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1952.See file dsdata.txt to determine how the superseded data were derived.
 AJ1952
 AJ1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3924468089(NAD 83)
 AJ1952_MARKER: DD = SURVEY DISK
 AJ1952_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ1952_STAMPING: 8005 G 1999
 AJ1952_MARK LOGO: MNDT  
 AJ1952_PROJECTION: RECESSED 5 CENTIMETERS
 AJ1952_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ1952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1952+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 AJ1952_ROD/PIPE-DEPTH:  6.1 meters
 AJ1952
 AJ1952  HISTORY     - Date     Condition        Report By
 AJ1952  HISTORY     - 1999     MONUMENTED       MNDT
 AJ1952  HISTORY     - 19991026 GOOD             MNDT
 AJ1952  HISTORY     - 20050504 GOOD             MNDT
 AJ1952
 AJ1952                          STATION DESCRIPTION
 AJ1952
 AJ1952'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1952'1.25 MI (2.01 KM) NORTH OF SEBEKA, 1.25 MI (2.01 KM) NORTH ALONG TH 71
 AJ1952'FROM JCT OF TH 71 AND TH 227 IN SEBEKA, AT TH 71 MP 240.15, 71.0 FT
 AJ1952'(21.6 M) EAST OF TH 71, WEST OF FENCE, 31.0 FT (9.4 M) SOUTH OF ENT,
 AJ1952'13.1 FT (4.0 M) SSW OF FENCE COR, 56.3 FT (17.2 M) NORTH OF NORTH
 AJ1952'CABLE PEDESTAL, 3.8 FT (1.2 M) WEST OF WITNESS POST.
 AJ1952
 AJ1952                          STATION RECOVERY (1999)
 AJ1952
 AJ1952'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1952'1.25 MI (2.01 KM) NORTH OF SEBEKA, 1.25 MI (2.01 KM) NORTH ALONG TH 71
 AJ1952'FROM JCT OF TH 227, AT TH 71 MP 240.15, 71.0 FT (21.6 M) EAST OF TH
 AJ1952'71, WEST OF FENCE, 31.0 FT (9.4 M) SOUTH OF ENTRANCE, 13.1 FT (4.0 M)
 AJ1952'SSW OF FENCE CORNER, 56.3 FT (17.2 M) NORTH OF NORTH CABLE PED, 3.8 FT
 AJ1952'(1.2 M) WEST OF WIT POST.
 AJ1952
 AJ1952                          STATION RECOVERY (2005)
 AJ1952
 AJ1952'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AJ1952'1.25 MILES NORTH OF SEBEKA, 1.25 MILES NORTH ALONG TRUNK HIGHWAY 71
 AJ1952'FROM JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 227 IN SEBEKA, AT
 AJ1952'TRUNK HIGHWAY 71 MILEPOINT 240.15, 71.0 FEET EAST OF TRUNK HIGHWAY 71,
 AJ1952'WEST OF FENCE, 31.0 FEET SOUTH OF ENTRANCE, 13.1 FEET SOUTH-SOUTHWEST
 AJ1952'OF FENCE CORNER, 56.3 FEET NORTH OF NORTH CABLE PEDESTAL, 3.8 FEET
 AJ1952'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1953 ***********************************************************************
 AJ1953  DESIGNATION -  8005 H
 AJ1953  PID         -  AJ1953
 AJ1953  STATE/COUNTY-  MN/WADENA
 AJ1953  USGS QUAD   -  SEBEKA (1969)
 AJ1953
 AJ1953                         *CURRENT SURVEY CONTROL
 AJ1953  ___________________________________________________________________
 AJ1953* NAD 83(1996)-  46 38 10.18955(N)    095 05 57.96412(W)     ADJUSTED  
 AJ1953* NAVD 88     -       425.635  (meters)    1396.44   (feet)  ADJUSTED  
 AJ1953  ___________________________________________________________________
 AJ1953  X           -    -389,976.538 (meters)                     COMP
 AJ1953  Y           -  -4,370,088.584 (meters)                     COMP
 AJ1953  Z           -   4,614,376.184 (meters)                     COMP
 AJ1953  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 AJ1953  ELLIP HEIGHT-         398.49  (meters)          (09/18/02) GPS OBS
 AJ1953  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AJ1953  DYNAMIC HT  -         425.646 (meters)    1396.47  (feet)  COMP
 AJ1953  MODELED GRAV-     980,627.4   (mgal)                       NAVD 88
 AJ1953
 AJ1953  HORZ ORDER  -  FIRST
 AJ1953  VERT ORDER  -  SECOND    CLASS I
 AJ1953  ELLP ORDER  -  FOURTH    CLASS I
 AJ1953
 AJ1953.The horizontal coordinates were established by GPS observations
 AJ1953.and adjusted by the MN DEPT OF TRANSP in September 2002..
 AJ1953
 AJ1953.The orthometric height was determined by differential leveling
 AJ1953.and adjusted by the National Geodetic Survey in August 2004..
 AJ1953.No vertical observational check was made to the station.
 AJ1953
 AJ1953.Photographs are available for this station.
 AJ1953
 AJ1953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1953
 AJ1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1953
 AJ1953.The ellipsoidal height was determined by GPS observations
 AJ1953.and is referenced to NAD 83.
 AJ1953
 AJ1953.The geoid height was determined by GEOID03.
 AJ1953
 AJ1953.The dynamic height is computed by dividing the NAVD 88
 AJ1953.geopotential number by the normal gravity value computed on the
 AJ1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1953.degrees latitude (g = 980.6199 gals.).
 AJ1953
 AJ1953.The modeled gravity was interpolated from observed gravity values.
 AJ1953
 AJ1953;                    North         East     Units Scale Factor Converg.
 AJ1953;SPC MN C     -   282,203.960   734,963.586   MT  0.99993582   -0 36 52.1
 AJ1953;UTM  15      - 5,166,874.369   339,311.037   MT  0.99991739   -1 31 35.9
 AJ1953
 AJ1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1953!SPC MN C     -   0.99993754  x   0.99993582  =   0.99987336
 AJ1953!UTM  15      -   0.99993754  x   0.99991739  =   0.99985493
 AJ1953
 AJ1953:                Primary Azimuth Mark                     Grid Az
 AJ1953:SPC MN C     -  8005 J                                   155 56 03.1
 AJ1953:UTM  15      -  8005 J                                   156 50 46.9
 AJ1953
 AJ1953|---------------------------------------------------------------------|
 AJ1953| PID    Reference Object                     Distance      Geod. Az  |
 AJ1953|                                                           dddmmss.s |
 AJ1953| AJ1954 8005 J                              410.238 METERS 1551911.0 |
 AJ1953| AJ1952 8005 G                              APPROX. 1.2 KM 3551817.6 |
 AJ1953|---------------------------------------------------------------------|
 AJ1953
 AJ1953                          SUPERSEDED SURVEY CONTROL
 AJ1953
 AJ1953  NAVD 88 (09/18/02)  425.63   (m)         1396.4    (f) LEVELING    3  
 AJ1953
 AJ1953.Superseded values are not recommended for survey control.
 AJ1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1953.See file dsdata.txt to determine how the superseded data were derived.
 AJ1953
 AJ1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3931166874(NAD 83)
 AJ1953_MARKER: DD = SURVEY DISK
 AJ1953_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ1953_STAMPING: 8005 H 1999
 AJ1953_MARK LOGO: MNDT  
 AJ1953_PROJECTION: RECESSED 5 CENTIMETERS
 AJ1953_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ1953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1953+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 AJ1953_ROD/PIPE-DEPTH:  7.6 meters
 AJ1953
 AJ1953  HISTORY     - Date     Condition        Report By
 AJ1953  HISTORY     - 1999     MONUMENTED       MNDT
 AJ1953  HISTORY     - 19991023 GOOD             MNDT
 AJ1953  HISTORY     - 20030313 GOOD             MNDT
 AJ1953  HISTORY     - 20050504 GOOD             MNDT
 AJ1953
 AJ1953                          STATION DESCRIPTION
 AJ1953
 AJ1953'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1953'0.45 MI (0.72 KM) NORTH OF SEBEKA, 0.45 MI (0.72 KM) NORTH ALONG TH 71
 AJ1953'FROM JCT OF TH 71 AND TH 227 IN SEBEKA, AT TH 71 MP 240.35, 53.0 FT
 AJ1953'(16.2 M) ENE OF TH 71, 29.0 FT (8.8 M) NW OF FRONTAGE RD, 12.3 FT (3.7
 AJ1953'M) SW OF P-POLE, 18.0 FT (5.5 M) SOUTH OF CABLE PEDESTAL, 11.7 FT (3.6
 AJ1953'M) SW OF WITNESS POST.
 AJ1953
 AJ1953                          STATION RECOVERY (1999)
 AJ1953
 AJ1953'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1953'0.45 MI (0.72 KM) NORTH OF SEBEKA, 0.45 MI (0.72 KM) NORTH ALONG TH 71
 AJ1953'FROM JCT OF TH 227, AT TH 71 MP 240.35, 53.0 FT (16.2 M) ENE OF TH 71,
 AJ1953'29.0 FT (8.8 M) NW OF FRONTAGE ROAD, 12.3 FT (3.7 M) SW OF P-POLE,
 AJ1953'18.0 FT (5.5 M) SOUTH OF CABLE PED, 11.7 FT (3.6 M) SW OF WIT POST.
 AJ1953
 AJ1953                          STATION RECOVERY (2003)
 AJ1953
 AJ1953'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (CAB)
 AJ1953'RECOVERED AT TH 71 MP 239.35 OTHERWISE AS PREVIOUSLY DESCRIBED.
 AJ1953
 AJ1953                          STATION RECOVERY (2005)
 AJ1953
 AJ1953'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AJ1953'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1954 ***********************************************************************
 AJ1954  DESIGNATION -  8005 J
 AJ1954  PID         -  AJ1954
 AJ1954  STATE/COUNTY-  MN/WADENA
 AJ1954  USGS QUAD   -  SEBEKA (1969)
 AJ1954
 AJ1954                         *CURRENT SURVEY CONTROL
 AJ1954  ___________________________________________________________________
 AJ1954* NAD 83(1996)-  46 37 58.11766(N)    095 05 49.91106(W)     ADJUSTED  
 AJ1954* NAVD 88     -       421.956  (meters)    1384.37   (feet)  ADJUSTED  
 AJ1954  ___________________________________________________________________
 AJ1954  X           -    -389,829.773 (meters)                     COMP
 AJ1954  Y           -  -4,370,371.230 (meters)                     COMP
 AJ1954  Z           -   4,614,117.533 (meters)                     COMP
 AJ1954  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 AJ1954  ELLIP HEIGHT-         394.81  (meters)          (09/18/02) GPS OBS
 AJ1954  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AJ1954  DYNAMIC HT  -         421.967 (meters)    1384.40  (feet)  COMP
 AJ1954  MODELED GRAV-     980,627.3   (mgal)                       NAVD 88
 AJ1954
 AJ1954  HORZ ORDER  -  FIRST
 AJ1954  VERT ORDER  -  SECOND    CLASS I
 AJ1954  ELLP ORDER  -  FOURTH    CLASS I
 AJ1954
 AJ1954.The horizontal coordinates were established by GPS observations
 AJ1954.and adjusted by the MN DEPT OF TRANSP in September 2002..
 AJ1954
 AJ1954.The orthometric height was determined by differential leveling
 AJ1954.and adjusted by the National Geodetic Survey in August 2004..
 AJ1954.No vertical observational check was made to the station.
 AJ1954
 AJ1954.Photographs are available for this station.
 AJ1954
 AJ1954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1954
 AJ1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1954
 AJ1954.The ellipsoidal height was determined by GPS observations
 AJ1954.and is referenced to NAD 83.
 AJ1954
 AJ1954.The geoid height was determined by GEOID03.
 AJ1954
 AJ1954.The dynamic height is computed by dividing the NAVD 88
 AJ1954.geopotential number by the normal gravity value computed on the
 AJ1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1954.degrees latitude (g = 980.6199 gals.).
 AJ1954
 AJ1954.The modeled gravity was interpolated from observed gravity values.
 AJ1954
 AJ1954;                    North         East     Units Scale Factor Converg.
 AJ1954;SPC MN C     -   281,829.405   735,130.864   MT  0.99993552   -0 36 46.3
 AJ1954;UTM  15      - 5,166,497.206   339,472.329   MT  0.99991675   -1 31 29.7
 AJ1954
 AJ1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1954!SPC MN C     -   0.99993811  x   0.99993552  =   0.99987364
 AJ1954!UTM  15      -   0.99993811  x   0.99991675  =   0.99985487
 AJ1954
 AJ1954:                Primary Azimuth Mark                     Grid Az
 AJ1954:SPC MN C     -  8005 H                                   335 56 03.2
 AJ1954:UTM  15      -  8005 H                                   336 50 46.6
 AJ1954
 AJ1954|---------------------------------------------------------------------|
 AJ1954| PID    Reference Object                     Distance      Geod. Az  |
 AJ1954|                                                           dddmmss.s |
 AJ1954| AJ1953 8005 H                              410.238 METERS 3351916.9 |
 AJ1954| AJ1952 8005 G                              APPROX. 1.6 KM 3501822.4 |
 AJ1954|---------------------------------------------------------------------|
 AJ1954
 AJ1954                          SUPERSEDED SURVEY CONTROL
 AJ1954
 AJ1954  NAVD 88 (09/18/02)  421.95   (m)         1384.3    (f) LEVELING    3  
 AJ1954
 AJ1954.Superseded values are not recommended for survey control.
 AJ1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1954.See file dsdata.txt to determine how the superseded data were derived.
 AJ1954
 AJ1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3947266497(NAD 83)
 AJ1954_MARKER: DD = SURVEY DISK
 AJ1954_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ1954_STAMPING: 8005 J 1999
 AJ1954_MARK LOGO: MNDT  
 AJ1954_PROJECTION: FLUSH
 AJ1954_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ1954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1954+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 AJ1954_ROD/PIPE-DEPTH:  6.1 meters
 AJ1954
 AJ1954  HISTORY     - Date     Condition        Report By
 AJ1954  HISTORY     - 1999     MONUMENTED       MNDT
 AJ1954  HISTORY     - 19991023 GOOD             MNDT
 AJ1954  HISTORY     - 20020416 GOOD             MNDT
 AJ1954  HISTORY     - 20050504 GOOD             MNDT
 AJ1954
 AJ1954                          STATION DESCRIPTION
 AJ1954
 AJ1954'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1954'0.2 MI (0.3 KM) NORTH OF SEBEKA, 0.2 MI (0.3 KM) NORTH ALONG TH 71
 AJ1954'FROM JCT OF TH 71 AND TH 227 IN SEBEKA, AT TH 71 MP 239.10, 70.5 FT
 AJ1954'(21.5 M) SW OF TH 71, 50.0 FT (15.2 M) WNW OF 48 INCH REINFORCED CONC
 AJ1954'PIPE, 74.0 FT (22.6 M) SE OF ENT, 3.0 FT (0.9 M) NE OF FENCE, 2.4 FT
 AJ1954'(0.7 M) NE OF WITNESS POST.
 AJ1954
 AJ1954                          STATION RECOVERY (1999)
 AJ1954
 AJ1954'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1954'0.2 MI (0.3 KM) NORTH OF SEBEKA, 0.2 MI (0.3 KM) NORTH ALONG TH 71
 AJ1954'FROM JCT OF TH 227, AT TH 71 MP 239.10, 70.5 FT (21.5 M) SW OF TH 71,
 AJ1954'50 FT (15.2 M) WNW OF 48 IN RCP, 74.0 FT (22.6 M) SE OF ENTRANCE, 3.0
 AJ1954'FT (0.9 M) NE OF FENCE, 2.4 FT (0.7 M) NE OF WIT POST.
 AJ1954
 AJ1954                          STATION RECOVERY (2002)
 AJ1954
 AJ1954'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 AJ1954'THE MARK WAS RECOVERED AS DESCRIBED.
 AJ1954
 AJ1954                          STATION RECOVERY (2005)
 AJ1954
 AJ1954'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AJ1954'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1972 ***********************************************************************
 AJ1972  DESIGNATION -  8005 K
 AJ1972  PID         -  AJ1972
 AJ1972  STATE/COUNTY-  MN/WADENA
 AJ1972  USGS QUAD   -  SEBEKA (1969)
 AJ1972
 AJ1972                         *CURRENT SURVEY CONTROL
 AJ1972  ___________________________________________________________________
 AJ1972* NAD 83(1986)-  46 37 47.     (N)    095 05 37.     (W)     SCALED    
 AJ1972* NAVD 88     -       422.208  (meters)    1385.19   (feet)  ADJUSTED  
 AJ1972  ___________________________________________________________________
 AJ1972  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AJ1972  DYNAMIC HT  -         422.218 (meters)    1385.23  (feet)  COMP
 AJ1972  MODELED GRAV-     980,627.1   (mgal)                       NAVD 88
 AJ1972
 AJ1972  VERT ORDER  -  SECOND    CLASS I
 AJ1972
 AJ1972.The horizontal coordinates were scaled from a topographic map and have
 AJ1972.an estimated accuracy of +/- 6 seconds.
 AJ1972
 AJ1972.The orthometric height was determined by differential leveling
 AJ1972.and adjusted by the National Geodetic Survey in August 2004..
 AJ1972.No vertical observational check was made to the station.
 AJ1972
 AJ1972.Photographs are available for this station.
 AJ1972
 AJ1972.The geoid height was determined by GEOID03.
 AJ1972
 AJ1972.The dynamic height is computed by dividing the NAVD 88
 AJ1972.geopotential number by the normal gravity value computed on the
 AJ1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1972.degrees latitude (g = 980.6199 gals.).
 AJ1972
 AJ1972.The modeled gravity was interpolated from observed gravity values.
 AJ1972
 AJ1972;                    North         East    Units  Estimated Accuracy
 AJ1972;SPC MN C     -   281,480.      735,400.      MT  (+/- 180 meters Scaled)
 AJ1972
 AJ1972                          SUPERSEDED SURVEY CONTROL
 AJ1972
 AJ1972.No superseded survey control is available for this station.
 AJ1972
 AJ1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM397661(NAD 83)
 AJ1972_MARKER: DD = SURVEY DISK
 AJ1972_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ1972_SP_SET: BRIDGE RAILING
 AJ1972_STAMPING: 8005 K 2000
 AJ1972_MARK LOGO: MNDT  
 AJ1972_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ1972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1972+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 AJ1972
 AJ1972  HISTORY     - Date     Condition        Report By
 AJ1972  HISTORY     - 1997     MONUMENTED       MNDT
 AJ1972  HISTORY     - 19991026 GOOD             MNDT
 AJ1972  HISTORY     - 20050504 GOOD             MNDT
 AJ1972
 AJ1972                          STATION DESCRIPTION
 AJ1972
 AJ1972'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AJ1972'IN RAILING AT SW COR OF BRDG NO 80005 OVER RED EYE RIVER, AT TH 71 MP
 AJ1972'238.75, 24.5 FT (7.5 M) WEST OF TH 71 CENTERLINE, 1.6 FT (0.5 M) NORTH
 AJ1972'OF SW BRDG RAILING. NOTE--THE YEAR STAMPED IN DISK WAS DONE AT TIME OF
 AJ1972'LEVELING PROJECT.
 AJ1972
 AJ1972                          STATION RECOVERY (2005)
 AJ1972
 AJ1972'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AJ1972'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0405 ***********************************************************************
 DI0405  DESIGNATION -  8005 K 1
 DI0405  PID         -  DI0405
 DI0405  STATE/COUNTY-  MN/WADENA
 DI0405  USGS QUAD   -  SEBEKA NW (1969)
 DI0405
 DI0405                         *CURRENT SURVEY CONTROL
 DI0405  ___________________________________________________________________
 DI0405* NAD 83(1986)-  46 37 47.     (N)    095 07 53.     (W)     SCALED    
 DI0405* NAVD 88     -       425.826  (meters)    1397.06   (feet)  ADJUSTED  
 DI0405  ___________________________________________________________________
 DI0405  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DI0405  DYNAMIC HT  -         425.838 (meters)    1397.10  (feet)  COMP
 DI0405  MODELED GRAV-     980,627.5   (mgal)                       NAVD 88
 DI0405
 DI0405  VERT ORDER  -  SECOND    CLASS I
 DI0405
 DI0405.The horizontal coordinates were scaled from a topographic map and have
 DI0405.an estimated accuracy of +/- 6 seconds.
 DI0405
 DI0405.The orthometric height was determined by differential leveling
 DI0405.and adjusted by the National Geodetic Survey in September 2006..
 DI0405.No vertical observational check was made to the station.
 DI0405
 DI0405.Photographs are available for this station.
 DI0405
 DI0405.The geoid height was determined by GEOID03.
 DI0405
 DI0405.The dynamic height is computed by dividing the NAVD 88
 DI0405.geopotential number by the normal gravity value computed on the
 DI0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0405.degrees latitude (g = 980.6199 gals.).
 DI0405
 DI0405.The modeled gravity was interpolated from observed gravity values.
 DI0405
 DI0405;                    North         East    Units  Estimated Accuracy
 DI0405;SPC MN C     -   281,520.      732,510.      MT  (+/- 180 meters Scaled)
 DI0405
 DI0405                          SUPERSEDED SURVEY CONTROL
 DI0405
 DI0405.No superseded survey control is available for this station.
 DI0405
 DI0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM368662(NAD 83)
 DI0405_MARKER: DD = SURVEY DISK
 DI0405_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0405_STAMPING: 8005 K 1 2005
 DI0405_MARK LOGO: MNDT  
 DI0405_PROJECTION: RECESSED 3 CENTIMETERS
 DI0405_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0405+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI0405_ROD/PIPE-DEPTH: 12.2 meters
 DI0405
 DI0405  HISTORY     - Date     Condition        Report By
 DI0405  HISTORY     - 2005     MONUMENTED       MNDT
 DI0405
 DI0405                          STATION DESCRIPTION
 DI0405
 DI0405'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI0405'2.0 MILES WEST OF SEBEKA, 1.70 MILES WEST ALONG COUNTY ROAD 8 FROM JCT
 DI0405'OF COUNTY ROAD 8 AND TRUNK HIGHWAY 71 IN SEBEKA, TO TRUNK HIGHWAY 71
 DI0405'MILEPOINT 238.90, 51.2 FEET SOUTH OF COUNTY ROAD 8, 26.1 FEET WEST OF
 DI0405'DRIVEWAY NUMBERS 11439/11435, 6.6 FEET EAST OF FENCE CORNER, 1.3 FEET
 DI0405'EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0406 ***********************************************************************
 DI0406  DESIGNATION -  8005 K 2
 DI0406  PID         -  DI0406
 DI0406  STATE/COUNTY-  MN/WADENA
 DI0406  USGS QUAD   -  SEBEKA NW (1969)
 DI0406
 DI0406                         *CURRENT SURVEY CONTROL
 DI0406  ___________________________________________________________________
 DI0406* NAD 83(1986)-  46 37 48.     (N)    095 09 29.     (W)     SCALED    
 DI0406* NAVD 88     -       428.820  (meters)    1406.89   (feet)  ADJUSTED  
 DI0406  ___________________________________________________________________
 DI0406  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 DI0406  DYNAMIC HT  -         428.832 (meters)    1406.93  (feet)  COMP
 DI0406  MODELED GRAV-     980,627.1   (mgal)                       NAVD 88
 DI0406
 DI0406  VERT ORDER  -  SECOND    CLASS I
 DI0406
 DI0406.The horizontal coordinates were scaled from a topographic map and have
 DI0406.an estimated accuracy of +/- 6 seconds.
 DI0406
 DI0406.The orthometric height was determined by differential leveling
 DI0406.and adjusted by the National Geodetic Survey in September 2006..
 DI0406.No vertical observational check was made to the station.
 DI0406
 DI0406.Photographs are available for this station.
 DI0406
 DI0406.The geoid height was determined by GEOID03.
 DI0406
 DI0406.The dynamic height is computed by dividing the NAVD 88
 DI0406.geopotential number by the normal gravity value computed on the
 DI0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0406.degrees latitude (g = 980.6199 gals.).
 DI0406
 DI0406.The modeled gravity was interpolated from observed gravity values.
 DI0406
 DI0406;                    North         East    Units  Estimated Accuracy
 DI0406;SPC MN C     -   281,570.      730,470.      MT  (+/- 180 meters Scaled)
 DI0406
 DI0406                          SUPERSEDED SURVEY CONTROL
 DI0406
 DI0406.No superseded survey control is available for this station.
 DI0406
 DI0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM348663(NAD 83)
 DI0406_MARKER: DD = SURVEY DISK
 DI0406_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0406_STAMPING: 8005 K 2 2005
 DI0406_MARK LOGO: MNDT  
 DI0406_PROJECTION: FLUSH
 DI0406_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0406+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI0406_ROD/PIPE-DEPTH: 10.7 meters
 DI0406
 DI0406  HISTORY     - Date     Condition        Report By
 DI0406  HISTORY     - 2005     MONUMENTED       MNDT
 DI0406
 DI0406                          STATION DESCRIPTION
 DI0406
 DI0406'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI0406'3.0 MILES WEST OF SEBEKA, 3.0 MILES WEST ALONG COUNTY ROAD 8 FROM THE
 DI0406'JUNCTION OF COUNTY ROAD 8 AND TRUNK HIGHWAY 71 IN SEBEKA, TO TRUNK
 DI0406'HIGHWAY 71 MILEPOINT 238.90, 60.5 FEET NORTH OF COUNTY ROAD 8, 29.2
 DI0406'FEET EAST OF ENTRANCE, 1.5 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0407 ***********************************************************************
 DI0407  DESIGNATION -  8005 K 3
 DI0407  PID         -  DI0407
 DI0407  STATE/COUNTY-  MN/OTTER TAIL
 DI0407  USGS QUAD   -  SEBEKA NW (1969)
 DI0407
 DI0407                         *CURRENT SURVEY CONTROL
 DI0407  ___________________________________________________________________
 DI0407* NAD 83(1986)-  46 37 47.     (N)    095 11 49.     (W)     SCALED    
 DI0407* NAVD 88     -       436.336  (meters)    1431.55   (feet)  ADJUSTED  
 DI0407  ___________________________________________________________________
 DI0407  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 DI0407  DYNAMIC HT  -         436.348 (meters)    1431.59  (feet)  COMP
 DI0407  MODELED GRAV-     980,627.7   (mgal)                       NAVD 88
 DI0407
 DI0407  VERT ORDER  -  SECOND    CLASS I
 DI0407
 DI0407.The horizontal coordinates were scaled from a topographic map and have
 DI0407.an estimated accuracy of +/- 6 seconds.
 DI0407
 DI0407.The orthometric height was determined by differential leveling
 DI0407.and adjusted by the National Geodetic Survey in September 2006..
 DI0407.No vertical observational check was made to the station.
 DI0407
 DI0407.Photographs are available for this station.
 DI0407
 DI0407.The geoid height was determined by GEOID03.
 DI0407
 DI0407.The dynamic height is computed by dividing the NAVD 88
 DI0407.geopotential number by the normal gravity value computed on the
 DI0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0407.degrees latitude (g = 980.6199 gals.).
 DI0407
 DI0407.The modeled gravity was interpolated from observed gravity values.
 DI0407
 DI0407;                    North         East    Units  Estimated Accuracy
 DI0407;SPC MN C     -   281,570.      727,490.      MT  (+/- 180 meters Scaled)
 DI0407
 DI0407                          SUPERSEDED SURVEY CONTROL
 DI0407
 DI0407.No superseded survey control is available for this station.
 DI0407
 DI0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM318663(NAD 83)
 DI0407_MARKER: DD = SURVEY DISK
 DI0407_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0407_STAMPING: 8005 K 3 2005
 DI0407_MARK LOGO: MNDT  
 DI0407_PROJECTION: FLUSH
 DI0407_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0407+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI0407_ROD/PIPE-DEPTH:  4.6 meters
 DI0407
 DI0407  HISTORY     - Date     Condition        Report By
 DI0407  HISTORY     - 2005     MONUMENTED       MNDT
 DI0407
 DI0407                          STATION DESCRIPTION
 DI0407
 DI0407'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI0407'4.0 MILES SOUTHEAST OF HILLVIEW, 3.55 MILES SOUTH ALONG COUNTY ROAD 19
 DI0407'FROM THE JUNCTION OF COUNTY ROAD 19 AND COUNTY ROAD 62 IN HILLVIEW,
 DI0407'THEN 3.05 MILES EAST ON COUNTY ROAD 8, 58.1 FEET SOUTH OF COUNTY ROAD
 DI0407'8, 34.8 FEET WEST OF 620 AVENUE, 10.7 FEET SOUTHEAST OF CABLE PEDESTAL
 DI0407'NUMBER 518A 3, 1.2 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0404 ***********************************************************************
 DI0404  DESIGNATION -  8005 K 4
 DI0404  PID         -  DI0404
 DI0404  STATE/COUNTY-  MN/OTTER TAIL
 DI0404  USGS QUAD   -  SEBEKA NW (1969)
 DI0404
 DI0404                         *CURRENT SURVEY CONTROL
 DI0404  ___________________________________________________________________
 DI0404* NAD 83(1986)-  46 37 48.     (N)    095 14 19.     (W)     SCALED    
 DI0404* NAVD 88     -       439.548  (meters)    1442.08   (feet)  ADJUSTED  
 DI0404  ___________________________________________________________________
 DI0404  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 DI0404  DYNAMIC HT  -         439.561 (meters)    1442.13  (feet)  COMP
 DI0404  MODELED GRAV-     980,630.8   (mgal)                       NAVD 88
 DI0404
 DI0404  VERT ORDER  -  SECOND    CLASS I
 DI0404
 DI0404.The horizontal coordinates were scaled from a topographic map and have
 DI0404.an estimated accuracy of +/- 6 seconds.
 DI0404
 DI0404.The orthometric height was determined by differential leveling
 DI0404.and adjusted by the National Geodetic Survey in September 2006..
 DI0404.No vertical observational check was made to the station.
 DI0404
 DI0404.Photographs are available for this station.
 DI0404
 DI0404.The geoid height was determined by GEOID03.
 DI0404
 DI0404.The dynamic height is computed by dividing the NAVD 88
 DI0404.geopotential number by the normal gravity value computed on the
 DI0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0404.degrees latitude (g = 980.6199 gals.).
 DI0404
 DI0404.The modeled gravity was interpolated from observed gravity values.
 DI0404
 DI0404;                    North         East    Units  Estimated Accuracy
 DI0404;SPC MN C     -   281,640.      724,300.      MT  (+/- 180 meters Scaled)
 DI0404
 DI0404                          SUPERSEDED SURVEY CONTROL
 DI0404
 DI0404.No superseded survey control is available for this station.
 DI0404
 DI0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM286664(NAD 83)
 DI0404_MARKER: DD = SURVEY DISK
 DI0404_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0404_STAMPING: 8005 K 4 2005
 DI0404_MARK LOGO: MNDT  
 DI0404_PROJECTION: FLUSH
 DI0404_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0404+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI0404_ROD/PIPE-DEPTH: 10.7 meters
 DI0404
 DI0404  HISTORY     - Date     Condition        Report By
 DI0404  HISTORY     - 2005     MONUMENTED       MNDT
 DI0404
 DI0404                          STATION DESCRIPTION
 DI0404
 DI0404'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI0404'3.5 MILES SOUTH SOUTHEAST OF HILLVIEW, 3.55 MILES SOUTH ALONG COUNTY
 DI0404'ROAD 19 FROM THE JUNCTION OF COUNTY ROAD 19 AND COUNTY ROAD 62 IN
 DI0404'HILLVIEW, THEN 1.0 MILES EAST ON COUNTY ROAD 8, 54.5 FEET NORTH OF
 DI0404'COUNTY ROAD 8, 23.3 FEET EAST OF DRIVEWAY NUMBER 59897, 24.7 FEET WEST
 DI0404'OF POWER POLE, 1.2 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0408 ***********************************************************************
 DI0408  DESIGNATION -  8005 K 5
 DI0408  PID         -  DI0408
 DI0408  STATE/COUNTY-  MN/OTTER TAIL
 DI0408  USGS QUAD   -  BUTLER (1969)
 DI0408
 DI0408                         *CURRENT SURVEY CONTROL
 DI0408  ___________________________________________________________________
 DI0408* NAD 83(1986)-  46 37 47.     (N)    095 15 17.     (W)     SCALED    
 DI0408* NAVD 88     -       444.863  (meters)    1459.52   (feet)  ADJUSTED  
 DI0408  ___________________________________________________________________
 DI0408  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 DI0408  DYNAMIC HT  -         444.877 (meters)    1459.57  (feet)  COMP
 DI0408  MODELED GRAV-     980,631.1   (mgal)                       NAVD 88
 DI0408
 DI0408  VERT ORDER  -  SECOND    CLASS I
 DI0408
 DI0408.The horizontal coordinates were scaled from a topographic map and have
 DI0408.an estimated accuracy of +/- 6 seconds.
 DI0408
 DI0408.The orthometric height was determined by differential leveling
 DI0408.and adjusted by the National Geodetic Survey in September 2006..
 DI0408.No vertical observational check was made to the station.
 DI0408
 DI0408.Photographs are available for this station.
 DI0408
 DI0408.The geoid height was determined by GEOID03.
 DI0408
 DI0408.The dynamic height is computed by dividing the NAVD 88
 DI0408.geopotential number by the normal gravity value computed on the
 DI0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0408.degrees latitude (g = 980.6199 gals.).
 DI0408
 DI0408.The modeled gravity was interpolated from observed gravity values.
 DI0408
 DI0408;                    North         East    Units  Estimated Accuracy
 DI0408;SPC MN C     -   281,630.      723,070.      MT  (+/- 180 meters Scaled)
 DI0408
 DI0408                          SUPERSEDED SURVEY CONTROL
 DI0408
 DI0408.No superseded survey control is available for this station.
 DI0408
 DI0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM274664(NAD 83)
 DI0408_MARKER: DD = SURVEY DISK
 DI0408_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0408_STAMPING: 8005 K 5 2005
 DI0408_MARK LOGO: MNDT  
 DI0408_PROJECTION: RECESSED 5 CENTIMETERS
 DI0408_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0408+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI0408_ROD/PIPE-DEPTH:  9.1 meters
 DI0408
 DI0408  HISTORY     - Date     Condition        Report By
 DI0408  HISTORY     - 2005     MONUMENTED       MNDT
 DI0408
 DI0408                          STATION DESCRIPTION
 DI0408
 DI0408'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI0408'3.5 MILES SOUTH OF HILLVIEW, 3.55 MILES SOUTH ALONG COUNTY ROAD 19
 DI0408'FROM THE JUNCTION OF COUNTY ROAD 19 AND COUNTY ROAD 62 IN HILLVIEW,
 DI0408'THEN 0.20 MILES EAST ON COUNTY ROAD 8, 51.0 FEET NORTH OF COUNTY ROAD
 DI0408'8, 15.2 FEET WEST OF POWER POLE, 1.3 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0402 ***********************************************************************
 DI0402  DESIGNATION -  8005 K 6
 DI0402  PID         -  DI0402
 DI0402  STATE/COUNTY-  MN/WADENA
 DI0402  USGS QUAD   -  SEBEKA (1969)
 DI0402
 DI0402                         *CURRENT SURVEY CONTROL
 DI0402  ___________________________________________________________________
 DI0402* NAD 83(1986)-  46 37 47.     (N)    095 05 55.     (W)     SCALED    
 DI0402* NAVD 88     -       422.069  (meters)    1384.74   (feet)  ADJUSTED  
 DI0402  ___________________________________________________________________
 DI0402  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 DI0402  DYNAMIC HT  -         422.080 (meters)    1384.77  (feet)  COMP
 DI0402  MODELED GRAV-     980,627.2   (mgal)                       NAVD 88
 DI0402
 DI0402  VERT ORDER  -  SECOND    CLASS I
 DI0402
 DI0402.The horizontal coordinates were scaled from a topographic map and have
 DI0402.an estimated accuracy of +/- 6 seconds.
 DI0402
 DI0402.The orthometric height was determined by differential leveling
 DI0402.and adjusted by the National Geodetic Survey in September 2006..
 DI0402.No vertical observational check was made to the station.
 DI0402
 DI0402.Photographs are available for this station.
 DI0402
 DI0402.The geoid height was determined by GEOID03.
 DI0402
 DI0402.The dynamic height is computed by dividing the NAVD 88
 DI0402.geopotential number by the normal gravity value computed on the
 DI0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0402.degrees latitude (g = 980.6199 gals.).
 DI0402
 DI0402.The modeled gravity was interpolated from observed gravity values.
 DI0402
 DI0402;                    North         East    Units  Estimated Accuracy
 DI0402;SPC MN C     -   281,490.      735,020.      MT  (+/- 180 meters Scaled)
 DI0402
 DI0402                          SUPERSEDED SURVEY CONTROL
 DI0402
 DI0402.No superseded survey control is available for this station.
 DI0402
 DI0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM393661(NAD 83)
 DI0402_MARKER: DD = SURVEY DISK
 DI0402_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI0402_SP_SET: BRIDGE ABUTMENT
 DI0402_STAMPING: 8005 K 6 2005
 DI0402_MARK LOGO: MNDT  
 DI0402_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0402+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI0402
 DI0402  HISTORY     - Date     Condition        Report By
 DI0402  HISTORY     - 2005     MONUMENTED       MNDT
 DI0402
 DI0402                          STATION DESCRIPTION
 DI0402
 DI0402'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI0402'IN SEBEKA, IN ABUTMENT IN THE SOUTHEAST CORNER OF COUNTY ROAD 8 BRIDGE
 DI0402'NUMBER 80530 OVER CREEK.  0.10 MILES WEST ALONG COUNTY ROAD 8 FROM THE
 DI0402'JUNCTION OF COUNTY ROAD 8 AND TRUNK HIGHWAY 71 IN SEBEKA, TO TRUNK
 DI0402'HIGHWAY 71 MILEPOINT 238.90, 23.0 FEET SOUTH OF COUNTY ROAD 8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1956 ***********************************************************************
 AJ1956  DESIGNATION -  8007 A
 AJ1956  PID         -  AJ1956
 AJ1956  STATE/COUNTY-  MN/WADENA
 AJ1956  USGS QUAD   -  SEBEKA (1969)
 AJ1956
 AJ1956                         *CURRENT SURVEY CONTROL
 AJ1956  ___________________________________________________________________
 AJ1956* NAD 83(1996)-  46 37 48.19241(N)    095 04 24.63942(W)     ADJUSTED  
 AJ1956* NAVD 88     -       427.346  (meters)    1402.05   (feet)  ADJUSTED  
 AJ1956  ___________________________________________________________________
 AJ1956  X           -    -388,043.020 (meters)                     COMP
 AJ1956  Y           -  -4,370,757.612 (meters)                     COMP
 AJ1956  Z           -   4,613,910.953 (meters)                     COMP
 AJ1956  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AJ1956  ELLIP HEIGHT-         400.16  (meters)          (09/18/02) GPS OBS
 AJ1956  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AJ1956  DYNAMIC HT  -         427.357 (meters)    1402.09  (feet)  COMP
 AJ1956  MODELED GRAV-     980,626.7   (mgal)                       NAVD 88
 AJ1956
 AJ1956  HORZ ORDER  -  FIRST
 AJ1956  VERT ORDER  -  SECOND    CLASS I
 AJ1956  ELLP ORDER  -  FOURTH    CLASS I
 AJ1956
 AJ1956.The horizontal coordinates were established by GPS observations
 AJ1956.and adjusted by the MN DEPT OF TRANSP in September 2002..
 AJ1956
 AJ1956.The orthometric height was determined by differential leveling
 AJ1956.and adjusted by the National Geodetic Survey in August 2004..
 AJ1956.No vertical observational check was made to the station.
 AJ1956
 AJ1956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1956
 AJ1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1956
 AJ1956.The ellipsoidal height was determined by GPS observations
 AJ1956.and is referenced to NAD 83.
 AJ1956
 AJ1956.The geoid height was determined by GEOID03.
 AJ1956
 AJ1956.The dynamic height is computed by dividing the NAVD 88
 AJ1956.geopotential number by the normal gravity value computed on the
 AJ1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1956.degrees latitude (g = 980.6199 gals.).
 AJ1956
 AJ1956.The modeled gravity was interpolated from observed gravity values.
 AJ1956
 AJ1956;                    North         East     Units Scale Factor Converg.
 AJ1956;SPC MN C     -   281,503.834   736,941.271   MT  0.99993527   -0 35 44.6
 AJ1956;UTM  15      - 5,166,142.869   341,277.284   MT  0.99990967   -1 30 27.4
 AJ1956
 AJ1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1956!SPC MN C     -   0.99993728  x   0.99993527  =   0.99987255
 AJ1956!UTM  15      -   0.99993728  x   0.99990967  =   0.99984695
 AJ1956
 AJ1956:                Primary Azimuth Mark                     Grid Az
 AJ1956:SPC MN C     -  8007 B                                   092 15 28.3
 AJ1956:UTM  15      -  8007 B                                   093 10 11.1
 AJ1956
 AJ1956|---------------------------------------------------------------------|
 AJ1956| PID    Reference Object                     Distance      Geod. Az  |
 AJ1956|                                                           dddmmss.s |
 AJ1956| AJ1957 8007 B                              APPROX. 0.7 KM 0913943.7 |
 AJ1956|---------------------------------------------------------------------|
 AJ1956
 AJ1956                          SUPERSEDED SURVEY CONTROL
 AJ1956
 AJ1956  NAVD 88 (09/18/02)  427.34   (m)         1402.0    (f) LEVELING    3  
 AJ1956
 AJ1956.Superseded values are not recommended for survey control.
 AJ1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1956.See file dsdata.txt to determine how the superseded data were derived.
 AJ1956
 AJ1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4127766143(NAD 83)
 AJ1956_MARKER: DD = SURVEY DISK
 AJ1956_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ1956_STAMPING: 8007 A 1999
 AJ1956_MARK LOGO: MNDT  
 AJ1956_PROJECTION: FLUSH
 AJ1956_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ1956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1956+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1999
 AJ1956_ROD/PIPE-DEPTH:  9.4 meters
 AJ1956
 AJ1956  HISTORY     - Date     Condition        Report By
 AJ1956  HISTORY     - 1999     MONUMENTED       MNDT
 AJ1956  HISTORY     - 19991023 GOOD             MNDT
 AJ1956
 AJ1956                          STATION DESCRIPTION
 AJ1956
 AJ1956'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1956'1.0 MI (1.6 KM) EAST OF SEBEKA, 1.05 MI (1.69 KM) EAST ALONG TH 227
 AJ1956'FROM JCT OF TH 71 AND TH 227 IN SEBEKA, AT TH 227 MP 1.05, 41.0 FT
 AJ1956'(12.5 M) NORTH OF TH 227, 7.4 FT (2.3 M) EAST OF P-POLE, 28.0 FT (8.5
 AJ1956'M) EAST OF DRIVEWAY, 10.8 FT (3.3 M) EAST OF CABLE PEDESTAL, 2.3 FT
 AJ1956'(0.7 M) EAST OF WITNESS POST.
 AJ1956
 AJ1956                          STATION RECOVERY (1999)
 AJ1956
 AJ1956'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1956'1 EAST OF SEBEKA, 1.0 MI (1.6 KM) EAST ALONG TH 227 FROM JCT OF TH 71,
 AJ1956'AT TH 227 MP 1.05, 41.0 FT (12.5 M) NORTH OF TH 227, 7.4 FT (2.3 M)
 AJ1956'EAST OF P-POLE, 28.0 FT (8.5 M) EAST OF DRIVEWAY, 10.8 FT (3.3 M) EAST
 AJ1956'OF CABLE PED, 2.3 FT (0.7 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1957 ***********************************************************************
 AJ1957  DESIGNATION -  8007 B
 AJ1957  PID         -  AJ1957
 AJ1957  STATE/COUNTY-  MN/WADENA
 AJ1957  USGS QUAD   -  SEBEKA (1969)
 AJ1957
 AJ1957                         *CURRENT SURVEY CONTROL
 AJ1957  ___________________________________________________________________
 AJ1957* NAD 83(1996)-  46 37 47.52421(N)    095 03 51.28082(W)     ADJUSTED  
 AJ1957* NAVD 88     -       419.896  (meters)    1377.61   (feet)  ADJUSTED  
 AJ1957  ___________________________________________________________________
 AJ1957  X           -    -387,337.018 (meters)                     COMP
 AJ1957  Y           -  -4,370,830.157 (meters)                     COMP
 AJ1957  Z           -   4,613,891.368 (meters)                     COMP
 AJ1957  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 AJ1957  ELLIP HEIGHT-         392.71  (meters)          (09/18/02) GPS OBS
 AJ1957  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AJ1957  DYNAMIC HT  -         419.906 (meters)    1377.64  (feet)  COMP
 AJ1957  MODELED GRAV-     980,626.5   (mgal)                       NAVD 88
 AJ1957
 AJ1957  HORZ ORDER  -  FIRST
 AJ1957  VERT ORDER  -  SECOND    CLASS I
 AJ1957  ELLP ORDER  -  FOURTH    CLASS I
 AJ1957
 AJ1957.The horizontal coordinates were established by GPS observations
 AJ1957.and adjusted by the MN DEPT OF TRANSP in September 2002..
 AJ1957
 AJ1957.The orthometric height was determined by differential leveling
 AJ1957.and adjusted by the National Geodetic Survey in August 2004..
 AJ1957.No vertical observational check was made to the station.
 AJ1957
 AJ1957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1957
 AJ1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1957
 AJ1957.The ellipsoidal height was determined by GPS observations
 AJ1957.and is referenced to NAD 83.
 AJ1957
 AJ1957.The geoid height was determined by GEOID03.
 AJ1957
 AJ1957.The dynamic height is computed by dividing the NAVD 88
 AJ1957.geopotential number by the normal gravity value computed on the
 AJ1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1957.degrees latitude (g = 980.6199 gals.).
 AJ1957
 AJ1957.The modeled gravity was interpolated from observed gravity values.
 AJ1957
 AJ1957;                    North         East     Units Scale Factor Converg.
 AJ1957;SPC MN C     -   281,475.867   737,650.580   MT  0.99993525   -0 35 20.5
 AJ1957;UTM  15      - 5,166,103.618   341,986.039   MT  0.99990691   -1 30 03.2
 AJ1957
 AJ1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1957!SPC MN C     -   0.99993844  x   0.99993525  =   0.99987370
 AJ1957!UTM  15      -   0.99993844  x   0.99990691  =   0.99984536
 AJ1957
 AJ1957:                Primary Azimuth Mark                     Grid Az
 AJ1957:SPC MN C     -  8007 A                                   272 15 28.5
 AJ1957:UTM  15      -  8007 A                                   273 10 11.2
 AJ1957
 AJ1957|---------------------------------------------------------------------|
 AJ1957| PID    Reference Object                     Distance      Geod. Az  |
 AJ1957|                                                           dddmmss.s |
 AJ1957| AJ1956 8007 A                              APPROX. 0.7 KM 2714008.0 |
 AJ1957|---------------------------------------------------------------------|
 AJ1957
 AJ1957                          SUPERSEDED SURVEY CONTROL
 AJ1957
 AJ1957  NAVD 88 (09/18/02)  419.89   (m)         1377.6    (f) LEVELING    3  
 AJ1957
 AJ1957.Superseded values are not recommended for survey control.
 AJ1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1957.See file dsdata.txt to determine how the superseded data were derived.
 AJ1957
 AJ1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4198666104(NAD 83)
 AJ1957_MARKER: DV = VERTICAL CONTROL DISK
 AJ1957_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ1957_SP_SET: SE COR OF BRIDGE NO 80003
 AJ1957_STAMPING: 8007 B 1999
 AJ1957_MARK LOGO: MNDT  
 AJ1957_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ1957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1957+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1999
 AJ1957
 AJ1957  HISTORY     - Date     Condition        Report By
 AJ1957  HISTORY     - 1999     MONUMENTED       MNDT
 AJ1957  HISTORY     - 19991023 GOOD             MNDT
 AJ1957
 AJ1957                          STATION DESCRIPTION
 AJ1957
 AJ1957'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1957'1.5 MI (2.4 KM) EAST OF SEBEKA, IN ABUT AT SE COR OF BRDG NO 80003
 AJ1957'OVER REDEYE RIVER, 1.5 MI (2.4 KM) EAST ALONG TH 227 FROM JCT OF TH
 AJ1957'227 AND TH 71 IN SEBEKA, AT TH 227 MP 1.50, 25 FT (7.6 M) SOUTH OF TH
 AJ1957'227.
 AJ1957
 AJ1957                          STATION RECOVERY (1999)
 AJ1957
 AJ1957'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1957'1.5 MI (2.4 KM) EAST OF SEBEKA, IN ABUT AT SE COR OF BRIDGE NO 80003
 AJ1957'OVER REDEYE RIVER, 1.5 MI (2.4 KM) EAST ALONG TH 227 FROM JCT OF TH
 AJ1957'71, AT TH 227 MP 1.50, 25 FT (7.6 M) SOUTH OF TH 227.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1958 ***********************************************************************
 AJ1958  DESIGNATION -  8007 C
 AJ1958  PID         -  AJ1958
 AJ1958  STATE/COUNTY-  MN/WADENA
 AJ1958  USGS QUAD   -  SEBEKA (1969)
 AJ1958
 AJ1958                         *CURRENT SURVEY CONTROL
 AJ1958  ___________________________________________________________________
 AJ1958* NAD 83(1996)-  46 37 47.33129(N)    095 02 35.93225(W)     ADJUSTED  
 AJ1958* NAVD 88     -       416.860  (meters)    1367.65   (feet)  ADJUSTED  
 AJ1958  ___________________________________________________________________
 AJ1958  X           -    -385,740.521 (meters)                     COMP
 AJ1958  Y           -  -4,370,973.560 (meters)                     COMP
 AJ1958  Z           -   4,613,885.030 (meters)                     COMP
 AJ1958  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 AJ1958  ELLIP HEIGHT-         389.62  (meters)          (09/18/02) GPS OBS
 AJ1958  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AJ1958  DYNAMIC HT  -         416.870 (meters)    1367.68  (feet)  COMP
 AJ1958  MODELED GRAV-     980,626.4   (mgal)                       NAVD 88
 AJ1958
 AJ1958  HORZ ORDER  -  FIRST
 AJ1958  VERT ORDER  -  SECOND    CLASS I
 AJ1958  ELLP ORDER  -  FOURTH    CLASS I
 AJ1958
 AJ1958.The horizontal coordinates were established by GPS observations
 AJ1958.and adjusted by the MN DEPT OF TRANSP in September 2002..
 AJ1958
 AJ1958.The orthometric height was determined by differential leveling
 AJ1958.and adjusted by the National Geodetic Survey in August 2004..
 AJ1958.No vertical observational check was made to the station.
 AJ1958
 AJ1958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1958
 AJ1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1958
 AJ1958.The ellipsoidal height was determined by GPS observations
 AJ1958.and is referenced to NAD 83.
 AJ1958
 AJ1958.The geoid height was determined by GEOID03.
 AJ1958
 AJ1958.The dynamic height is computed by dividing the NAVD 88
 AJ1958.geopotential number by the normal gravity value computed on the
 AJ1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1958.degrees latitude (g = 980.6199 gals.).
 AJ1958
 AJ1958.The modeled gravity was interpolated from observed gravity values.
 AJ1958
 AJ1958;                    North         East     Units Scale Factor Converg.
 AJ1958;SPC MN C     -   281,453.646   739,253.158   MT  0.99993525   -0 34 25.9
 AJ1958;UTM  15      - 5,166,055.899   343,588.010   MT  0.99990072   -1 29 08.3
 AJ1958
 AJ1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1958!SPC MN C     -   0.99993893  x   0.99993525  =   0.99987418
 AJ1958!UTM  15      -   0.99993893  x   0.99990072  =   0.99983965
 AJ1958
 AJ1958                          SUPERSEDED SURVEY CONTROL
 AJ1958
 AJ1958  NAVD 88 (09/18/02)  416.85   (m)         1367.6    (f) LEVELING    3  
 AJ1958
 AJ1958.Superseded values are not recommended for survey control.
 AJ1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1958.See file dsdata.txt to determine how the superseded data were derived.
 AJ1958
 AJ1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4358866056(NAD 83)
 AJ1958_MARKER: DD = SURVEY DISK
 AJ1958_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ1958_STAMPING: 8007 C 1999
 AJ1958_MARK LOGO: MNDT  
 AJ1958_PROJECTION: FLUSH
 AJ1958_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ1958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1958+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1999
 AJ1958_ROD/PIPE-DEPTH:  9.1 meters
 AJ1958
 AJ1958  HISTORY     - Date     Condition        Report By
 AJ1958  HISTORY     - 1999     MONUMENTED       MNDT
 AJ1958  HISTORY     - 19991019 GOOD             MNDT
 AJ1958
 AJ1958                          STATION DESCRIPTION
 AJ1958
 AJ1958'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1958'2.5 MI (4.0 KM) EAST OF SEBEKA, 2.5 MI (4.0 KM) EAST ALONG TH 227 FROM
 AJ1958'JCT OF TH 227 AND TH 71 IN SEBEKA, AT TH 227 MP 2.50, 35.0 FT (10.7 M)
 AJ1958'SOUTH OF TH 227, 15.0 FT (4.6 M) EAST OF P-POLE, 148.5 FT (45.3 M)
 AJ1958'EAST OF ENT, 3.2 FT (1.0 M) SOUTH OF WITNESS POST.
 AJ1958
 AJ1958                          STATION RECOVERY (1999)
 AJ1958
 AJ1958'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1958'2.5 MI (4.0 KM) EAST OF SEBEKA, 2.5 MI (4.0 KM) EAST ALONG TH 227 FROM
 AJ1958'JCT OF TH 71, AT TH 227 MP 2.50, 35.0 FT (10.7 M) SOUTH OF TH 227,
 AJ1958'15.0 FT (4.6 M) EAST OF P-POLE, 148.5 FT (45.3 M) EAST OF ENTRANCE,
 AJ1958'3.2 FT (1.0 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1961 ***********************************************************************
 AJ1961  DESIGNATION -  8007 D
 AJ1961  PID         -  AJ1961
 AJ1961  STATE/COUNTY-  MN/WADENA
 AJ1961  USGS QUAD   -  SEBEKA (1969)
 AJ1961
 AJ1961                         *CURRENT SURVEY CONTROL
 AJ1961  ___________________________________________________________________
 AJ1961* NAD 83(1996)-  46 37 47.64786(N)    095 00 26.08913(W)     ADJUSTED  
 AJ1961* NAVD 88     -       413.996  (meters)    1358.25   (feet)  ADJUSTED  
 AJ1961  ___________________________________________________________________
 AJ1961  X           -    -382,988.136 (meters)                     COMP
 AJ1961  Y           -  -4,371,206.461 (meters)                     COMP
 AJ1961  Z           -   4,613,889.643 (meters)                     COMP
 AJ1961  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 AJ1961  ELLIP HEIGHT-         386.73  (meters)          (09/18/02) GPS OBS
 AJ1961  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AJ1961  DYNAMIC HT  -         414.006 (meters)    1358.28  (feet)  COMP
 AJ1961  MODELED GRAV-     980,626.9   (mgal)                       NAVD 88
 AJ1961
 AJ1961  HORZ ORDER  -  FIRST
 AJ1961  VERT ORDER  -  SECOND    CLASS I
 AJ1961  ELLP ORDER  -  FOURTH    CLASS I
 AJ1961
 AJ1961.The horizontal coordinates were established by GPS observations
 AJ1961.and adjusted by the MN DEPT OF TRANSP in September 2002..
 AJ1961
 AJ1961.The orthometric height was determined by differential leveling
 AJ1961.and adjusted by the National Geodetic Survey in August 2004..
 AJ1961.No vertical observational check was made to the station.
 AJ1961
 AJ1961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1961
 AJ1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1961
 AJ1961.The ellipsoidal height was determined by GPS observations
 AJ1961.and is referenced to NAD 83.
 AJ1961
 AJ1961.The geoid height was determined by GEOID03.
 AJ1961
 AJ1961.The dynamic height is computed by dividing the NAVD 88
 AJ1961.geopotential number by the normal gravity value computed on the
 AJ1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1961.degrees latitude (g = 980.6199 gals.).
 AJ1961
 AJ1961.The modeled gravity was interpolated from observed gravity values.
 AJ1961
 AJ1961;                    North         East     Units Scale Factor Converg.
 AJ1961;SPC MN C     -   281,436.387   742,014.981   MT  0.99993526   -0 32 52.0
 AJ1961;UTM  15      - 5,165,994.699   346,349.099   MT  0.99989019   -1 27 33.9
 AJ1961
 AJ1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1961!SPC MN C     -   0.99993938  x   0.99993526  =   0.99987465
 AJ1961!UTM  15      -   0.99993938  x   0.99989019  =   0.99982958
 AJ1961
 AJ1961:                Primary Azimuth Mark                     Grid Az
 AJ1961:SPC MN C     -  8007 E                                   090 48 07.4
 AJ1961:UTM  15      -  8007 E                                   091 42 49.3
 AJ1961
 AJ1961|---------------------------------------------------------------------|
 AJ1961| PID    Reference Object                     Distance      Geod. Az  |
 AJ1961|                                                           dddmmss.s |
 AJ1961| AJ1962 8007 E                              APPROX. 0.9 KM 0901515.4 |
 AJ1961|---------------------------------------------------------------------|
 AJ1961
 AJ1961                          SUPERSEDED SURVEY CONTROL
 AJ1961
 AJ1961  NAVD 88 (09/18/02)  413.99   (m)         1358.2    (f) LEVELING    3  
 AJ1961
 AJ1961.Superseded values are not recommended for survey control.
 AJ1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1961.See file dsdata.txt to determine how the superseded data were derived.
 AJ1961
 AJ1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4634965995(NAD 83)
 AJ1961_MARKER: DV = VERTICAL CONTROL DISK
 AJ1961_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ1961_SP_SET: SE COR BRIDGE NO 80002
 AJ1961_STAMPING: 8007 D 1999
 AJ1961_MARK LOGO: MNDT  
 AJ1961_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ1961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1961+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1999
 AJ1961
 AJ1961  HISTORY     - Date     Condition        Report By
 AJ1961  HISTORY     - 1984     MONUMENTED       MNDT
 AJ1961  HISTORY     - 19991023 GOOD             MNDT
 AJ1961  HISTORY     - 19991026 GOOD             MNDT
 AJ1961
 AJ1961                          STATION DESCRIPTION
 AJ1961
 AJ1961'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1961'4 MI (6.4 KM) EAST OF SEBEKA, IN SE COR BRIDGE NO 80002 OVER REDEYE
 AJ1961'RIVER, 4.25 MI (6.84 KM) EAST ALONG TH 227 FROM JCT OF TH 71, AT TH
 AJ1961'227 MP 4.25, 25.5 FT (7.8 M) SOUTH OF TH 227.
 AJ1961
 AJ1961                          STATION RECOVERY (1999)
 AJ1961
 AJ1961'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 AJ1961'4.25 MI (6.84 KM) EAST OF SEBEKA, IN SE COR BRDG NO 80002 OVER REDEYE
 AJ1961'RIVER, 4.25 MI (6.84 KM) EAST ALONG TH 227 FROM JCT OF TH 227 AND TH
 AJ1961'71 IN SEBEKA, AT TH 227 MP 4.25, 25.5 FT (7.8 M) SOUTH OF TH 227.
 AJ1961'NOTE--THE YEAR STAMPED IN DISK WAS DONE AT TIME OF LEVELING PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1962 ***********************************************************************
 AJ1962  DESIGNATION -  8007 E
 AJ1962  PID         -  AJ1962
 AJ1962  STATE/COUNTY-  MN/WADENA
 AJ1962  USGS QUAD   -  NIMROD (1969)
 AJ1962
 AJ1962                         *CURRENT SURVEY CONTROL
 AJ1962  ___________________________________________________________________
 AJ1962* NAD 83(1996)-  46 37 47.51119(N)    094 59 42.15419(W)     ADJUSTED  
 AJ1962* NAVD 88     -       412.516  (meters)    1353.40   (feet)  ADJUSTED  
 AJ1962  ___________________________________________________________________
 AJ1962  X           -    -382,057.225 (meters)                     COMP
 AJ1962  Y           -  -4,371,289.962 (meters)                     COMP
 AJ1962  Z           -   4,613,885.647 (meters)                     COMP
 AJ1962  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 AJ1962  ELLIP HEIGHT-         385.22  (meters)          (09/18/02) GPS OBS
 AJ1962  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AJ1962  DYNAMIC HT  -         412.527 (meters)    1353.43  (feet)  COMP
 AJ1962  MODELED GRAV-     980,627.5   (mgal)                       NAVD 88
 AJ1962
 AJ1962  HORZ ORDER  -  FIRST
 AJ1962  VERT ORDER  -  SECOND    CLASS I
 AJ1962  ELLP ORDER  -  FOURTH    CLASS I
 AJ1962
 AJ1962.The horizontal coordinates were established by GPS observations
 AJ1962.and adjusted by the MN DEPT OF TRANSP in September 2002..
 AJ1962
 AJ1962.The orthometric height was determined by differential leveling
 AJ1962.and adjusted by the National Geodetic Survey in August 2004..
 AJ1962.No vertical observational check was made to the station.
 AJ1962
 AJ1962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1962
 AJ1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1962
 AJ1962.The ellipsoidal height was determined by GPS observations
 AJ1962.and is referenced to NAD 83.
 AJ1962
 AJ1962.The geoid height was determined by GEOID03.
 AJ1962
 AJ1962.The dynamic height is computed by dividing the NAVD 88
 AJ1962.geopotential number by the normal gravity value computed on the
 AJ1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1962.degrees latitude (g = 980.6199 gals.).
 AJ1962
 AJ1962.The modeled gravity was interpolated from observed gravity values.
 AJ1962
 AJ1962;                    North         East     Units Scale Factor Converg.
 AJ1962;SPC MN C     -   281,423.305   742,949.428   MT  0.99993525   -0 32 20.2
 AJ1962;UTM  15      - 5,165,966.753   347,283.176   MT  0.99988667   -1 27 01.9
 AJ1962
 AJ1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1962!SPC MN C     -   0.99993962  x   0.99993525  =   0.99987487
 AJ1962!UTM  15      -   0.99993962  x   0.99988667  =   0.99982629
 AJ1962
 AJ1962:                Primary Azimuth Mark                     Grid Az
 AJ1962:SPC MN C     -  8007 D                                   270 48 07.6
 AJ1962:UTM  15      -  8007 D                                   271 42 49.3
 AJ1962
 AJ1962|---------------------------------------------------------------------|
 AJ1962| PID    Reference Object                     Distance      Geod. Az  |
 AJ1962|                                                           dddmmss.s |
 AJ1962| AJ1961 8007 D                              APPROX. 0.9 KM 2701547.4 |
 AJ1962|---------------------------------------------------------------------|
 AJ1962
 AJ1962                          SUPERSEDED SURVEY CONTROL
 AJ1962
 AJ1962  NAVD 88 (09/18/02)  412.51   (m)         1353.4    (f) LEVELING    3  
 AJ1962
 AJ1962.Superseded values are not recommended for survey control.
 AJ1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1962.See file dsdata.txt to determine how the superseded data were derived.
 AJ1962
 AJ1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4728365967(NAD 83)
 AJ1962_MARKER: DD = SURVEY DISK
 AJ1962_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ1962_STAMPING: 8007 E 1999
 AJ1962_MARK LOGO: MNDT  
 AJ1962_PROJECTION: FLUSH
 AJ1962_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ1962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1962+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1999
 AJ1962_ROD/PIPE-DEPTH: 18.3 meters
 AJ1962
 AJ1962  HISTORY     - Date     Condition        Report By
 AJ1962  HISTORY     - 1999     MONUMENTED       MNDT
 AJ1962  HISTORY     - 19991022 GOOD             MNDT
 AJ1962
 AJ1962                          STATION DESCRIPTION
 AJ1962
 AJ1962'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1962'4.75 MI (7.64 KM) EAST OF SEBEKA, 4.75 MI (7.64 KM) EAST ALONG TH 227
 AJ1962'FROM JCT OF TH 227 AND TH 71 IN SEBEKA, AT TH 227 MP 4.75, 45.0 FT
 AJ1962'(13.7 M) SOUTH OF TH 227, 3.5 FT (1.1 M) NORTH OF FENCE, 19.0 FT (5.8
 AJ1962'M) EAST OF ENT, 49.6 FT (15.1 M) WNW OF P-POLE, 2.5 FT (0.8 M) NORTH
 AJ1962'OF WITNESS POST.
 AJ1962
 AJ1962                          STATION RECOVERY (1999)
 AJ1962
 AJ1962'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1962'4.75 MI (7.64 KM) EAST OF SEBEKA, 4.75 MI (7.64 KM) EAST ALONG TH 227
 AJ1962'FROM JCT OF TH 71, AT TH 227 MP 4.75, 45.0 FT (13.7 M) SOUTH OF TH
 AJ1962'227, 3.5 FT (1.1 M) NORTH OF FENCE, 19.0 FT (5.8 M) EAST OF ENTRANCE,
 AJ1962'49.6 FT (15.1 M) WNW OF P-POLE, 2.5 FT (0.8 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1965 ***********************************************************************
 AJ1965  DESIGNATION -  8007 F
 AJ1965  PID         -  AJ1965
 AJ1965  STATE/COUNTY-  MN/WADENA
 AJ1965  USGS QUAD   -  NIMROD (1969)
 AJ1965
 AJ1965                         *CURRENT SURVEY CONTROL
 AJ1965  ___________________________________________________________________
 AJ1965* NAD 83(1996)-  46 37 47.76412(N)    094 57 17.12897(W)     ADJUSTED  
 AJ1965* NAVD 88     -       410.632  (meters)    1347.22   (feet)  ADJUSTED  
 AJ1965  ___________________________________________________________________
 AJ1965  X           -    -378,983.064 (meters)                     COMP
 AJ1965  Y           -  -4,371,550.544 (meters)                     COMP
 AJ1965  Z           -   4,613,889.622 (meters)                     COMP
 AJ1965  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AJ1965  ELLIP HEIGHT-         383.31  (meters)          (09/18/02) GPS OBS
 AJ1965  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AJ1965  DYNAMIC HT  -         410.644 (meters)    1347.25  (feet)  COMP
 AJ1965  MODELED GRAV-     980,629.4   (mgal)                       NAVD 88
 AJ1965
 AJ1965  HORZ ORDER  -  FIRST
 AJ1965  VERT ORDER  -  SECOND    CLASS I
 AJ1965  ELLP ORDER  -  FOURTH    CLASS I
 AJ1965
 AJ1965.The horizontal coordinates were established by GPS observations
 AJ1965.and adjusted by the MN DEPT OF TRANSP in September 2002..
 AJ1965
 AJ1965.The orthometric height was determined by differential leveling
 AJ1965.and adjusted by the National Geodetic Survey in August 2004..
 AJ1965.No vertical observational check was made to the station.
 AJ1965
 AJ1965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1965
 AJ1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1965
 AJ1965.The ellipsoidal height was determined by GPS observations
 AJ1965.and is referenced to NAD 83.
 AJ1965
 AJ1965.The geoid height was determined by GEOID03.
 AJ1965
 AJ1965.The dynamic height is computed by dividing the NAVD 88
 AJ1965.geopotential number by the normal gravity value computed on the
 AJ1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1965.degrees latitude (g = 980.6199 gals.).
 AJ1965
 AJ1965.The modeled gravity was interpolated from observed gravity values.
 AJ1965
 AJ1965;                    North         East     Units Scale Factor Converg.
 AJ1965;SPC MN C     -   281,402.882   746,034.162   MT  0.99993526   -0 30 35.3
 AJ1965;UTM  15      - 5,165,897.264   350,367.027   MT  0.99987521   -1 25 16.5
 AJ1965
 AJ1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1965!SPC MN C     -   0.99993992  x   0.99993526  =   0.99987518
 AJ1965!UTM  15      -   0.99993992  x   0.99987521  =   0.99981513
 AJ1965
 AJ1965                          SUPERSEDED SURVEY CONTROL
 AJ1965
 AJ1965  NAVD 88 (09/18/02)  410.63   (m)         1347.2    (f) LEVELING    3  
 AJ1965
 AJ1965.Superseded values are not recommended for survey control.
 AJ1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1965.See file dsdata.txt to determine how the superseded data were derived.
 AJ1965
 AJ1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5036765897(NAD 83)
 AJ1965_MARKER: DD = SURVEY DISK
 AJ1965_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ1965_STAMPING: 8007 F 1999
 AJ1965_MARK LOGO: MNDT  
 AJ1965_PROJECTION: RECESSED 3 CENTIMETERS
 AJ1965_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ1965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1965+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1999
 AJ1965_ROD/PIPE-DEPTH: 13.7 meters
 AJ1965
 AJ1965  HISTORY     - Date     Condition        Report By
 AJ1965  HISTORY     - 1999     MONUMENTED       MNDT
 AJ1965  HISTORY     - 19991023 GOOD             MNDT
 AJ1965
 AJ1965                          STATION DESCRIPTION
 AJ1965
 AJ1965'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1965'4.0 MI (6.4 KM) WEST OF NIMROD, 3.45 MI (5.55 KM) WEST ALONG TH 227
 AJ1965'FROM JCT OF TH 227 AND CO RD 26 AT SOUTH EDGE OF NIMROD, AT TH 227 MP
 AJ1965'6.65, 54.0 FT (16.5 M) SOUTH OF TH 227, 33.0 FT (10.1 M) EAST OF ENT,
 AJ1965'60.0 FT (18.3 M) EAST OF P-POLE, 3.0 FT (0.9 M) NORTH OF WITNESS P0ST.
 AJ1965
 AJ1965                          STATION RECOVERY (1999)
 AJ1965
 AJ1965'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1965'4 MI (6.4 KM) WEST OF NIMROD, 3.45 MI (5.55 KM) WEST ALONG TH 227 FROM
 AJ1965'JCT OF CO RD 26 SOUTH OF NIMROD, AT TH 227 MP 6.65, 54.0 FT (16.5 M)
 AJ1965'SOUTH OF TH 227, 33.0 FT (10.1 M) EAST OF ENTRANCE, 60.0 FT (18.3 M)
 AJ1965'EAST OF P-POLE, 3.0 FT (0.9 M) NORTH OF WIT P0ST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1966 ***********************************************************************
 AJ1966  DESIGNATION -  8007 G
 AJ1966  PID         -  AJ1966
 AJ1966  STATE/COUNTY-  MN/WADENA
 AJ1966  USGS QUAD   -  NIMROD (1969)
 AJ1966
 AJ1966                         *CURRENT SURVEY CONTROL
 AJ1966  ___________________________________________________________________
 AJ1966* NAD 83(1996)-  46 37 47.70020(N)    094 56 13.18343(W)     ADJUSTED  
 AJ1966* NAVD 88     -       409.674  (meters)    1344.07   (feet)  ADJUSTED  
 AJ1966  ___________________________________________________________________
 AJ1966  X           -    -377,627.860 (meters)                     COMP
 AJ1966  Y           -  -4,371,668.604 (meters)                     COMP
 AJ1966  Z           -   4,613,887.576 (meters)                     COMP
 AJ1966  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AJ1966  ELLIP HEIGHT-         382.36  (meters)          (09/18/02) GPS OBS
 AJ1966  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AJ1966  DYNAMIC HT  -         409.686 (meters)    1344.11  (feet)  COMP
 AJ1966  MODELED GRAV-     980,630.2   (mgal)                       NAVD 88
 AJ1966
 AJ1966  HORZ ORDER  -  FIRST
 AJ1966  VERT ORDER  -  SECOND    CLASS I
 AJ1966  ELLP ORDER  -  FOURTH    CLASS I
 AJ1966
 AJ1966.The horizontal coordinates were established by GPS observations
 AJ1966.and adjusted by the MN DEPT OF TRANSP in September 2002..
 AJ1966
 AJ1966.The orthometric height was determined by differential leveling
 AJ1966.and adjusted by the National Geodetic Survey in August 2004..
 AJ1966.No vertical observational check was made to the station.
 AJ1966
 AJ1966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1966
 AJ1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1966
 AJ1966.The ellipsoidal height was determined by GPS observations
 AJ1966.and is referenced to NAD 83.
 AJ1966
 AJ1966.The geoid height was determined by GEOID03.
 AJ1966
 AJ1966.The dynamic height is computed by dividing the NAVD 88
 AJ1966.geopotential number by the normal gravity value computed on the
 AJ1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1966.degrees latitude (g = 980.6199 gals.).
 AJ1966
 AJ1966.The modeled gravity was interpolated from observed gravity values.
 AJ1966
 AJ1966;                    North         East     Units Scale Factor Converg.
 AJ1966;SPC MN C     -   281,388.958   747,394.260   MT  0.99993526   -0 29 49.1
 AJ1966;UTM  15      - 5,165,861.711   351,726.647   MT  0.99987023   -1 24 30.0
 AJ1966
 AJ1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1966!SPC MN C     -   0.99994007  x   0.99993526  =   0.99987533
 AJ1966!UTM  15      -   0.99994007  x   0.99987023  =   0.99981030
 AJ1966
 AJ1966                          SUPERSEDED SURVEY CONTROL
 AJ1966
 AJ1966  NAVD 88 (09/18/02)  409.67   (m)         1344.1    (f) LEVELING    3  
 AJ1966
 AJ1966.Superseded values are not recommended for survey control.
 AJ1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1966.See file dsdata.txt to determine how the superseded data were derived.
 AJ1966
 AJ1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5172765862(NAD 83)
 AJ1966_MARKER: DD = SURVEY DISK
 AJ1966_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ1966_STAMPING: 8007 G 1999
 AJ1966_MARK LOGO: MNDT  
 AJ1966_PROJECTION: RECESSED 5 CENTIMETERS
 AJ1966_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ1966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1966+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1999
 AJ1966_ROD/PIPE-DEPTH: 18.3 meters
 AJ1966
 AJ1966  HISTORY     - Date     Condition        Report By
 AJ1966  HISTORY     - 1999     MONUMENTED       MNDT
 AJ1966  HISTORY     - 19991023 GOOD             MNDT
 AJ1966
 AJ1966                          STATION DESCRIPTION
 AJ1966
 AJ1966'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1966'2.75 MI (4.43 KM) WEST OF NIMROD, 2.60 MI (4.18 KM) WEST ALONG TH 227
 AJ1966'FROM JCT OF TH 227 AND CO RD 26 AT SOUTH EDGE OF NIMROD, AT TH 227 MP
 AJ1966'7.50, 58.5 FT (17.8 M) SOUTH OF TH 227, 46.5 FT (14.2 M) EAST OF 205TH
 AJ1966'AVE, 77.9 FT (23.7 M) EAST OF P-POLE WITH TRANSFORMER, 16.4 FT (5.0 M)
 AJ1966'ENE OF CABLE PEDESTAL, 2.7 FT (0.8 M) WEST OF WITNESS POST.
 AJ1966
 AJ1966                          STATION RECOVERY (1999)
 AJ1966
 AJ1966'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1966'2.75 MI (4.43 KM) WEST OF NIMROD, 2.60 MI (4.18 KM) WEST ALONG TH 227
 AJ1966'FROM JCT OF CO RD 26 AT SOUTH EDGE OF NIMROD, AT TH 227 MP 7.50, 58.5
 AJ1966'FT (17.8 M) SOUTH OF TH 227, 46.5 FT (14.2 M) EAST OF 205TH AVE, 77.9
 AJ1966'FT (23.7 M) EAST OF P-POLE WITH TRANSFORMER, 16.4 FT (5.0 M) ENE OF
 AJ1966'CABLE PED, 2.7 FT (0.8 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1968 ***********************************************************************
 AJ1968  DESIGNATION -  8007 H
 AJ1968  PID         -  AJ1968
 AJ1968  STATE/COUNTY-  MN/WADENA
 AJ1968  USGS QUAD   -  NIMROD (1969)
 AJ1968
 AJ1968                         *CURRENT SURVEY CONTROL
 AJ1968  ___________________________________________________________________
 AJ1968* NAD 83(1996)-  46 37 49.03995(N)    094 54 24.91094(W)     ADJUSTED  
 AJ1968* NAVD 88     -       405.286  (meters)    1329.68   (feet)  ADJUSTED  
 AJ1968  ___________________________________________________________________
 AJ1968  X           -    -375,330.201 (meters)                     COMP
 AJ1968  Y           -  -4,371,833.244 (meters)                     COMP
 AJ1968  Z           -   4,613,912.781 (meters)                     COMP
 AJ1968  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AJ1968  ELLIP HEIGHT-         377.95  (meters)          (09/18/02) GPS OBS
 AJ1968  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AJ1968  DYNAMIC HT  -         405.298 (meters)    1329.72  (feet)  COMP
 AJ1968  MODELED GRAV-     980,631.8   (mgal)                       NAVD 88
 AJ1968
 AJ1968  HORZ ORDER  -  FIRST
 AJ1968  VERT ORDER  -  SECOND    CLASS I
 AJ1968  ELLP ORDER  -  FOURTH    CLASS I
 AJ1968
 AJ1968.The horizontal coordinates were established by GPS observations
 AJ1968.and adjusted by the MN DEPT OF TRANSP in September 2002..
 AJ1968
 AJ1968.The orthometric height was determined by differential leveling
 AJ1968.and adjusted by the National Geodetic Survey in August 2004..
 AJ1968.No vertical observational check was made to the station.
 AJ1968
 AJ1968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1968
 AJ1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1968
 AJ1968.The ellipsoidal height was determined by GPS observations
 AJ1968.and is referenced to NAD 83.
 AJ1968
 AJ1968.The geoid height was determined by GEOID03.
 AJ1968
 AJ1968.The dynamic height is computed by dividing the NAVD 88
 AJ1968.geopotential number by the normal gravity value computed on the
 AJ1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1968.degrees latitude (g = 980.6199 gals.).
 AJ1968
 AJ1968.The modeled gravity was interpolated from observed gravity values.
 AJ1968
 AJ1968;                    North         East     Units Scale Factor Converg.
 AJ1968;SPC MN C     -   281,410.786   749,697.555   MT  0.99993529   -0 28 30.7
 AJ1968;UTM  15      - 5,165,846.903   354,029.837   MT  0.99986190   -1 23 11.2
 AJ1968
 AJ1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1968!SPC MN C     -   0.99994076  x   0.99993529  =   0.99987605
 AJ1968!UTM  15      -   0.99994076  x   0.99986190  =   0.99980267
 AJ1968
 AJ1968                          SUPERSEDED SURVEY CONTROL
 AJ1968
 AJ1968  NAVD 88 (09/18/02)  405.28   (m)         1329.7    (f) LEVELING    3  
 AJ1968
 AJ1968.Superseded values are not recommended for survey control.
 AJ1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1968.See file dsdata.txt to determine how the superseded data were derived.
 AJ1968
 AJ1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5403065847(NAD 83)
 AJ1968_MARKER: DB = BENCH MARK DISK
 AJ1968_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AJ1968_SP_SET: BOX CULVERT
 AJ1968_STAMPING: 8007 H 1999
 AJ1968_MARK LOGO: MNDT  
 AJ1968_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ1968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1968+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1999
 AJ1968
 AJ1968  HISTORY     - Date     Condition        Report By
 AJ1968  HISTORY     - 1956     MONUMENTED       MNDT
 AJ1968  HISTORY     - 19991023 GOOD             MNDT
 AJ1968  HISTORY     - 19991026 GOOD             MNDT
 AJ1968
 AJ1968                          STATION DESCRIPTION
 AJ1968
 AJ1968'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1968'1.25 MI (2.01 KM) WEST OF NIMROD, IN BOX CULVERT AT NW QUADRANT, 1.1
 AJ1968'MI (1.8 KM) WEST ALONG TH 227 FROM JCT OF TH 227 AND CO RD 26 AT SOUTH
 AJ1968'EDGE OF NIMROD, AT TH 227 MP 9, 22.0 FT (6.7 M) NORTH OF TH 227, 0.7
 AJ1968'FT (21.3 CM) EAST OF WEST END OF BOX CULVERT.
 AJ1968
 AJ1968                          STATION RECOVERY (1999)
 AJ1968
 AJ1968'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 AJ1968'1.25 MI (2.01 KM) WEST OF NIMROD, IN NW COR OF BOX CULVERT NO 3038,
 AJ1968'1.1 MI (1.8 KM) WEST ALONG TH 227 FROM JCT OF TH 227 AND CO RD 26 AT
 AJ1968'SOUTH EDGE OF NIMROD, AT TH 227 MP 9, 22.0 FT (6.7 M) NORTH OF TH 227,
 AJ1968'0.7 FT (21.3 CM) EAST OF WEST END OF BOX CULVERT. NOTE--THE YEAR
 AJ1968'STAMPED IN DISK WAS DONE AT TIME OF LEVELING PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1967 ***********************************************************************
 AJ1967  DESIGNATION -  8007 J
 AJ1967  PID         -  AJ1967
 AJ1967  STATE/COUNTY-  MN/WADENA
 AJ1967  USGS QUAD   -  NIMROD (1969)
 AJ1967
 AJ1967                         *CURRENT SURVEY CONTROL
 AJ1967  ___________________________________________________________________
 AJ1967* NAD 83(1996)-  46 37 54.43417(N)    094 53 00.64568(W)     ADJUSTED  
 AJ1967* NAVD 88     -       406.073  (meters)    1332.26   (feet)  ADJUSTED  
 AJ1967  ___________________________________________________________________
 AJ1967  X           -    -373,533.883 (meters)                     COMP
 AJ1967  Y           -  -4,371,866.094 (meters)                     COMP
 AJ1967  Z           -   4,614,027.735 (meters)                     COMP
 AJ1967  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AJ1967  ELLIP HEIGHT-         378.73  (meters)          (09/18/02) GPS OBS
 AJ1967  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AJ1967  DYNAMIC HT  -         406.086 (meters)    1332.30  (feet)  COMP
 AJ1967  MODELED GRAV-     980,633.5   (mgal)                       NAVD 88
 AJ1967
 AJ1967  HORZ ORDER  -  FIRST
 AJ1967  VERT ORDER  -  SECOND    CLASS I
 AJ1967  ELLP ORDER  -  FOURTH    CLASS I
 AJ1967
 AJ1967.The horizontal coordinates were established by GPS observations
 AJ1967.and adjusted by the MN DEPT OF TRANSP in September 2002..
 AJ1967
 AJ1967.The orthometric height was determined by differential leveling
 AJ1967.and adjusted by the National Geodetic Survey in August 2004..
 AJ1967.No vertical observational check was made to the station.
 AJ1967
 AJ1967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1967
 AJ1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1967
 AJ1967.The ellipsoidal height was determined by GPS observations
 AJ1967.and is referenced to NAD 83.
 AJ1967
 AJ1967.The geoid height was determined by GEOID03.
 AJ1967
 AJ1967.The dynamic height is computed by dividing the NAVD 88
 AJ1967.geopotential number by the normal gravity value computed on the
 AJ1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1967.degrees latitude (g = 980.6199 gals.).
 AJ1967
 AJ1967.The modeled gravity was interpolated from observed gravity values.
 AJ1967
 AJ1967;                    North         East     Units Scale Factor Converg.
 AJ1967;SPC MN C     -   281,562.736   751,491.198   MT  0.99993543   -0 27 29.8
 AJ1967;UTM  15      - 5,165,970.300   355,825.533   MT  0.99985550   -1 22 10.1
 AJ1967
 AJ1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1967!SPC MN C     -   0.99994064  x   0.99993543  =   0.99987607
 AJ1967!UTM  15      -   0.99994064  x   0.99985550  =   0.99979614
 AJ1967
 AJ1967                          SUPERSEDED SURVEY CONTROL
 AJ1967
 AJ1967  NAVD 88 (09/18/02)  406.07   (m)         1332.2    (f) LEVELING    3  
 AJ1967
 AJ1967.Superseded values are not recommended for survey control.
 AJ1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1967.See file dsdata.txt to determine how the superseded data were derived.
 AJ1967
 AJ1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5582665970(NAD 83)
 AJ1967_MARKER: DD = SURVEY DISK
 AJ1967_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ1967_STAMPING: 8007 J 1999
 AJ1967_MARK LOGO: MNDT  
 AJ1967_PROJECTION: RECESSED 5 CENTIMETERS
 AJ1967_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ1967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1967+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1999
 AJ1967_ROD/PIPE-DEPTH:  7.6 meters
 AJ1967
 AJ1967  HISTORY     - Date     Condition        Report By
 AJ1967  HISTORY     - 1999     MONUMENTED       MNDT
 AJ1967  HISTORY     - 19991023 GOOD             MNDT
 AJ1967
 AJ1967                          STATION DESCRIPTION
 AJ1967
 AJ1967'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1967'SOUTH EDGE OF NIMROD AT JCT OF TH 227 AND CO RD 26, AT TH 227 MP 10.1,
 AJ1967'60.0 FT (18.3 M) ESE OF TH 227, 91.0 FT (27.7 M) NE OF CO RD 26, 48.0
 AJ1967'FT (14.6 M) SSW OF SOUTH ENT TO CHURCH, 78.9 FT (24.0 M) SOUTH OF
 AJ1967'P-POLE, IN SW CORNER OF NIMROD LUTHERAN CHURCH LOT, 2.3 FT (0.7 M) SW
 AJ1967'OF WITNESS POST.
 AJ1967
 AJ1967                          STATION RECOVERY (1999)
 AJ1967
 AJ1967'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AJ1967'SOUTH EDGE OF NIMROD AT JCT OF TH 227 AND CO RD 26, AT TH 227 MP 10.1,
 AJ1967'60.0 FT (18.3 M) ESE OF TH 227, 91.0 FT (27.7 M) NE OF CO RD 26, 48.0
 AJ1967'FT (14.6 M) SSW OF SOUTH ENTRANCE TO CHURCH,78.9 FT SOUTH OF P-POLE,
 AJ1967'IN SW CORNER OF NIMROD LUTHERAN CHURCH LOT, 2.3 FT (0.7 M) SW OF WIT
 AJ1967'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1974 ***********************************************************************
 AJ1974  DESIGNATION -  8007 L
 AJ1974  PID         -  AJ1974
 AJ1974  STATE/COUNTY-  MN/WADENA
 AJ1974  USGS QUAD   -  NIMROD (1969)
 AJ1974
 AJ1974                         *CURRENT SURVEY CONTROL
 AJ1974  ___________________________________________________________________
 AJ1974* NAD 83(1986)-  46 38 22.     (N)    094 52 50.     (W)     SCALED    
 AJ1974* NAVD 88     -       405.322  (meters)    1329.79   (feet)  ADJUSTED  
 AJ1974  ___________________________________________________________________
 AJ1974  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AJ1974  DYNAMIC HT  -         405.335 (meters)    1329.84  (feet)  COMP
 AJ1974  MODELED GRAV-     980,634.5   (mgal)                       NAVD 88
 AJ1974
 AJ1974  VERT ORDER  -  SECOND    CLASS I
 AJ1974
 AJ1974.The horizontal coordinates were scaled from a topographic map and have
 AJ1974.an estimated accuracy of +/- 6 seconds.
 AJ1974
 AJ1974.The orthometric height was determined by differential leveling
 AJ1974.and adjusted by the National Geodetic Survey in August 2004..
 AJ1974.No vertical observational check was made to the station.
 AJ1974
 AJ1974.The geoid height was determined by GEOID03.
 AJ1974
 AJ1974.The dynamic height is computed by dividing the NAVD 88
 AJ1974.geopotential number by the normal gravity value computed on the
 AJ1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1974.degrees latitude (g = 980.6199 gals.).
 AJ1974
 AJ1974.The modeled gravity was interpolated from observed gravity values.
 AJ1974
 AJ1974;                    North         East    Units  Estimated Accuracy
 AJ1974;SPC MN C     -   282,410.      751,720.      MT  (+/- 180 meters Scaled)
 AJ1974
 AJ1974                          SUPERSEDED SURVEY CONTROL
 AJ1974
 AJ1974.No superseded survey control is available for this station.
 AJ1974
 AJ1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM560668(NAD 83)
 AJ1974_MARKER: DD = SURVEY DISK
 AJ1974_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ1974_SP_SET: BRIDGE ABUTMENT
 AJ1974_STAMPING: 8007 L 2000
 AJ1974_MARK LOGO: MNDT  
 AJ1974_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ1974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ1974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1974+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ1974
 AJ1974  HISTORY     - Date     Condition        Report By
 AJ1974  HISTORY     - 2000     MONUMENTED       MNDT
 AJ1974
 AJ1974                          STATION DESCRIPTION
 AJ1974
 AJ1974'DESCRIBED BY MN DEPT OF TRANSP 2000
 AJ1974'IN ABUT AT SE COR OF BRDG NO 6482-1 OVER CROW WING RIVER, 18.41 FT
 AJ1974'(5.61 M) SOUTH OF CO RD 12, 0.94 FT (28.65 CM) EAST OF SE END OF
 AJ1974'RAILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0992 ***********************************************************************
 PP0992  DESIGNATION -  802
 PP0992  PID         -  PP0992
 PP0992  STATE/COUNTY-  MN/HENNEPIN
 PP0992  USGS QUAD   -  ST PAUL WEST (1993)
 PP0992
 PP0992                         *CURRENT SURVEY CONTROL
 PP0992  ___________________________________________________________________
 PP0992* NAD 83(1986)-  44 58 25.     (N)    093 13 18.     (W)     SCALED    
 PP0992* NAVD 88     -       254.444  (meters)     834.79   (feet)  ADJUSTED  
 PP0992  ___________________________________________________________________
 PP0992  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 PP0992  DYNAMIC HT  -         254.437 (meters)     834.77  (feet)  COMP
 PP0992  MODELED GRAV-     980,582.1   (mgal)                       NAVD 88
 PP0992
 PP0992  VERT ORDER  -  SECOND    CLASS 0
 PP0992
 PP0992.The horizontal coordinates were scaled from a topographic map and have
 PP0992.an estimated accuracy of +/- 6 seconds.
 PP0992
 PP0992.The orthometric height was determined by differential leveling
 PP0992.and adjusted by the National Geodetic Survey in June 1991..
 PP0992
 PP0992.The geoid height was determined by GEOID03.
 PP0992
 PP0992.The dynamic height is computed by dividing the NAVD 88
 PP0992.geopotential number by the normal gravity value computed on the
 PP0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0992.degrees latitude (g = 980.6199 gals.).
 PP0992
 PP0992.The modeled gravity was interpolated from observed gravity values.
 PP0992
 PP0992;                    North         East    Units  Estimated Accuracy
 PP0992;SPC MN S     -   319,590.      861,390.      MT  (+/- 180 meters Scaled)
 PP0992
 PP0992                          SUPERSEDED SURVEY CONTROL
 PP0992
 PP0992  NGVD 29 (??/??/92)  254.389  (m)          834.61   (f) ADJ UNCH    2 0
 PP0992
 PP0992.Superseded values are not recommended for survey control.
 PP0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0992.See file dsdata.txt to determine how the superseded data were derived.
 PP0992
 PP0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK825800(NAD 83)
 PP0992_MARKER: DD = SURVEY DISK
 PP0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0992_STAMPING: 802
 PP0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0992+STABILITY: SURFACE MOTION
 PP0992
 PP0992  HISTORY     - Date     Condition        Report By
 PP0992  HISTORY     - UNK      MONUMENTED
 PP0992  HISTORY     - 1965     GOOD             MNDT
 PP0992
 PP0992                          STATION DESCRIPTION
 PP0992
 PP0992'DESCRIBED BY MN DEPT OF TRANSP 1965
 PP0992'IN MINNEAPOLIS.
 PP0992'MARK IS LOCATED IN THE CITY OF MINNEAPOLIS 0.2 MILES NORTH OF THE
 PP0992'MISSISSIPPI RIVER, NEAR THE EAST END OF THE UNIVERSITY OF MINNESOTA,
 PP0992'21 FEET WEST OF THE EAST CURB LINE OF OAK STREET, 21.5 FEET NORTH OF
 PP0992'THE SOUTH CURB LINE OF FULTON STREET, IN A 6 FOOT PRE-CAST CONCRETE
 PP0992'MONUMENT SET 1 FOOT BELOW THE STREET LEVEL, PROTECTED BY A IRON RING
 PP0992'AND COVER SET FLUSH WITH THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0988 ***********************************************************************
 PP0988  DESIGNATION -  804
 PP0988  PID         -  PP0988
 PP0988  STATE/COUNTY-  MN/HENNEPIN
 PP0988  USGS QUAD   -  ST PAUL WEST (1993)
 PP0988
 PP0988                         *CURRENT SURVEY CONTROL
 PP0988  ___________________________________________________________________
 PP0988* NAD 83(1986)-  44 58 24.     (N)    093 13 36.     (W)     SCALED    
 PP0988* NAVD 88     -       252.529  (meters)     828.51   (feet)  ADJUSTED  
 PP0988  ___________________________________________________________________
 PP0988  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 PP0988  DYNAMIC HT  -         252.522 (meters)     828.48  (feet)  COMP
 PP0988  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 PP0988
 PP0988  VERT ORDER  -  FIRST     CLASS I
 PP0988
 PP0988.The horizontal coordinates were scaled from a topographic map and have
 PP0988.an estimated accuracy of +/- 6 seconds.
 PP0988
 PP0988.The orthometric height was determined by differential leveling
 PP0988.and adjusted by the National Geodetic Survey in June 1991..
 PP0988
 PP0988.The geoid height was determined by GEOID03.
 PP0988
 PP0988.The dynamic height is computed by dividing the NAVD 88
 PP0988.geopotential number by the normal gravity value computed on the
 PP0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0988.degrees latitude (g = 980.6199 gals.).
 PP0988
 PP0988.The modeled gravity was interpolated from observed gravity values.
 PP0988
 PP0988;                    North         East    Units  Estimated Accuracy
 PP0988;SPC MN S     -   319,550.      861,000.      MT  (+/- 180 meters Scaled)
 PP0988
 PP0988                          SUPERSEDED SURVEY CONTROL
 PP0988
 PP0988  NGVD 29 (??/??/92)  252.472  (m)          828.32   (f) ADJ UNCH    1 1
 PP0988
 PP0988.Superseded values are not recommended for survey control.
 PP0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0988.See file dsdata.txt to determine how the superseded data were derived.
 PP0988
 PP0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK821800(NAD 83)
 PP0988_MARKER: DD = SURVEY DISK
 PP0988_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0988_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0988_STAMPING: 804
 PP0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0988
 PP0988  HISTORY     - Date     Condition        Report By
 PP0988  HISTORY     - UNK      MONUMENTED
 PP0988  HISTORY     - 1970     GOOD             NGS
 PP0988
 PP0988                          STATION DESCRIPTION
 PP0988
 PP0988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0988'0.15 MI W FROM MINNEAPOLIS.
 PP0988'ABOUT 0.15 MILE WEST ALONG WASHINGTON AVENUE SE FROM THE CROSSING OF
 PP0988'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT MINNEAPOLIS,
 PP0988'OR ABOUT 0.4 MILE EAST ALONG WASHINGTON AVENUE SE FROM THE UNIVERSITY
 PP0988'OF MINNESOTA AT MINNEAPOLIS, AT THE INTERSECTION OF THE AVENUE AND OAK
 PP0988'STREET SE, 32 FEET EAST OF THE CENTER LINE OF OAK STREET SE, 21 FEET
 PP0988'SOUTH OF THE SOUTH CURB OF WASHINGTON AVENUE SE, AND IS A MINNEAPOLIS
 PP0988'CITY DISK SET IN THE TOP OF A CONCRETE POST 1.3 FEET BELOW THE AVENUE,
 PP0988'ACCESS TO WHICH IS HAD THROUGH A 7-INCH IRON PIPE WHICH BEARS A COVER
 PP0988'THAT IS LEVEL WITH THE AVENUE.  SECTION 25, T 29N, R 24W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5959 ***********************************************************************
 DF5959  DESIGNATION -  81
 DF5959  PID         -  DF5959
 DF5959  STATE/COUNTY-  MN/PINE
 DF5959  USGS QUAD   -  HOLYOKE SW (1983)
 DF5959
 DF5959                         *CURRENT SURVEY CONTROL
 DF5959  ___________________________________________________________________
 DF5959* NAD 83(1996)-  46 18 40.70400(N)    092 29 16.11932(W)     ADJUSTED  
 DF5959* NAVD 88     -       382.2    (meters)    1254.     (feet)  GPS OBS   
 DF5959  ___________________________________________________________________
 DF5959  X           -    -191,580.851 (meters)                     COMP
 DF5959  Y           -  -4,409,448.864 (meters)                     COMP
 DF5959  Z           -   4,589,473.859 (meters)                     COMP
 DF5959  LAPLACE CORR-           8.57  (seconds)                    DEFLEC99
 DF5959  ELLIP HEIGHT-         355.04  (meters)          (05/27/03) GPS OBS
 DF5959  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 DF5959
 DF5959  HORZ ORDER  -  FIRST
 DF5959  ELLP ORDER  -  THIRD     CLASS I
 DF5959
 DF5959.The horizontal coordinates were established by GPS observations
 DF5959.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5959
 DF5959.The orthometric height was determined by GPS observations and a
 DF5959.high-resolution geoid model.
 DF5959
 DF5959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5959
 DF5959.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5959
 DF5959.The ellipsoidal height was determined by GPS observations
 DF5959.and is referenced to NAD 83.
 DF5959
 DF5959.The geoid height was determined by GEOID03.
 DF5959
 DF5959;                    North         East     Units Scale Factor Converg.
 DF5959;SPC MN C     -   247,256.374   935,715.645   MT  0.99992211   +1 16 29.1
 DF5959;UTM  15      - 5,128,764.208   539,436.955   MT  0.99961912   +0 22 13.3
 DF5959
 DF5959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5959!SPC MN C     -   0.99994435  x   0.99992211  =   0.99986646
 DF5959!UTM  15      -   0.99994435  x   0.99961912  =   0.99956349
 DF5959
 DF5959                          SUPERSEDED SURVEY CONTROL
 DF5959
 DF5959.No superseded survey control is available for this station.
 DF5959
 DF5959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3943728764(NAD 83)
 DF5959_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5959_STAMPING: NO 81
 DF5959_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5959+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5959
 DF5959  HISTORY     - Date     Condition        Report By
 DF5959  HISTORY     - 1999     MONUMENTED       MN-115
 DF5959
 DF5959                          STATION DESCRIPTION
 DF5959
 DF5959'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5959'10 MI (16.1 KM) NE OF BRUNO, 6 MI (9.7 KM) EAST AND NORTH ON CO RD 44
 DF5959'FROM JCT OF TH 23 THEN 4.6 MI (7.4 KM) EAST AND NORTH ON CO RD 171, 32
 DF5959'FT (9.8 M) EAST OF CO RD 171, 4.5 FT (1.4 M) WEST OF P-POLE, 2 FT (0.6
 DF5959'M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0323 ***********************************************************************
 QO0323  DESIGNATION -  81 RC
 QO0323  PID         -  QO0323
 QO0323  STATE/COUNTY-  MN/PINE
 QO0323  USGS QUAD   -  BEROUN (1983)
 QO0323
 QO0323                         *CURRENT SURVEY CONTROL
 QO0323  ___________________________________________________________________
 QO0323* NAD 83(1986)-  45 54 14.     (N)    092 57 37.     (W)     SCALED    
 QO0323* NAVD 88     -       296.551  (meters)     972.93   (feet)  ADJUSTED  
 QO0323  ___________________________________________________________________
 QO0323  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 QO0323  DYNAMIC HT  -         296.553 (meters)     972.94  (feet)  COMP
 QO0323  MODELED GRAV-     980,612.4   (mgal)                       NAVD 88
 QO0323
 QO0323  VERT ORDER  -  SECOND    CLASS 0
 QO0323
 QO0323.The horizontal coordinates were scaled from a topographic map and have
 QO0323.an estimated accuracy of +/- 6 seconds.
 QO0323
 QO0323.The orthometric height was determined by differential leveling
 QO0323.and adjusted by the National Geodetic Survey in June 1991..
 QO0323
 QO0323.The geoid height was determined by GEOID03.
 QO0323
 QO0323.The dynamic height is computed by dividing the NAVD 88
 QO0323.geopotential number by the normal gravity value computed on the
 QO0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0323.degrees latitude (g = 980.6199 gals.).
 QO0323
 QO0323.The modeled gravity was interpolated from observed gravity values.
 QO0323
 QO0323;                    North         East    Units  Estimated Accuracy
 QO0323;SPC MN C     -   201,280.      900,070.      MT  (+/- 180 meters Scaled)
 QO0323
 QO0323                          SUPERSEDED SURVEY CONTROL
 QO0323
 QO0323  NGVD 29 (??/??/92)  296.471  (m)          972.67   (f) ADJ UNCH    2 0
 QO0323
 QO0323.Superseded values are not recommended for survey control.
 QO0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0323.See file dsdata.txt to determine how the superseded data were derived.
 QO0323
 QO0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL030833(NAD 83)
 QO0323_MARKER: DD = SURVEY DISK
 QO0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0323_STAMPING: 81 RC 1954 972
 QO0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0323+STABILITY: SURFACE MOTION
 QO0323
 QO0323  HISTORY     - Date     Condition        Report By
 QO0323  HISTORY     - 1954     MONUMENTED       USGS
 QO0323  HISTORY     - 1974     GOOD             MNDT
 QO0323
 QO0323                          STATION DESCRIPTION
 QO0323
 QO0323'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0323'5.1 MI N FROM PINE CITY.
 QO0323'THE MARK IS LOCATED 5.1 MILES NORTH ALONG COUNTY ROAD 61 (OLD T.H. 61)
 QO0323'FROM THE COUNTY ROAD 61 BRIDGE OVER THE SNAKE RIVER AT PINE CITY, 0.5
 QO0323'MILES SOUTH OF BEROUN, 0.3 MILES EAST OF FAI 35.  IT IS 177 FEET WEST
 QO0323'OF THE CENTERLINE OF COUNTY ROAD 61, 34 FEET NORTH OF, AND LEVEL WITH
 QO0323'THE CENTERLINE OF COUNTY ROAD 14, 71.8 FEET NORTH-NORTHWEST OF POWER
 QO0323'POLE NO. 340-I, 4.5 FEET NORTHEAST OF A CORNER FENCE POST, 0.5 FEET
 QO0323'NORTHWEST OF A FENCE LINE.  IT IS 1.0 FEET SOUTH OF A STEEL WITNESS
 QO0323'POST, IN A CONCRETE MONUMENT (MAGNETIC) PROJECTING 0.5 FEET ABOVE
 QO0323'GROUND.  SE 1/4, SEC 33, T 40, R 21.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8723 ***********************************************************************
 DE8723  DESIGNATION -  8101 A
 DE8723  PID         -  DE8723
 DE8723  STATE/COUNTY-  MN/WASECA
 DE8723  USGS QUAD   -  NEW RICHLAND (1967)
 DE8723
 DE8723                         *CURRENT SURVEY CONTROL
 DE8723  ___________________________________________________________________
 DE8723* NAD 83(1996)-  43 55 13.98205(N)    093 29 12.90168(W)     ADJUSTED  
 DE8723* NAVD 88     -       351.963  (meters)    1154.73   (feet)  ADJUSTED  
 DE8723  ___________________________________________________________________
 DE8723  X           -    -279,886.594 (meters)                     COMP
 DE8723  Y           -  -4,593,317.557 (meters)                     COMP
 DE8723  Z           -   4,401,961.275 (meters)                     COMP
 DE8723  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 DE8723  ELLIP HEIGHT-         323.01  (meters)          (12/09/02) GPS OBS
 DE8723  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DE8723  DYNAMIC HT  -         351.888 (meters)    1154.49  (feet)  COMP
 DE8723  MODELED GRAV-     980,396.0   (mgal)                       NAVD 88
 DE8723
 DE8723  HORZ ORDER  -  FIRST
 DE8723  VERT ORDER  -  SECOND    CLASS I
 DE8723  ELLP ORDER  -  SECOND    CLASS I
 DE8723
 DE8723.The horizontal coordinates were established by GPS observations
 DE8723.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8723
 DE8723.The orthometric height was determined by differential leveling
 DE8723.and adjusted by the National Geodetic Survey in August 2004..
 DE8723
 DE8723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8723
 DE8723.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8723
 DE8723.The ellipsoidal height was determined by GPS observations
 DE8723.and is referenced to NAD 83.
 DE8723
 DE8723.The geoid height was determined by GEOID03.
 DE8723
 DE8723.The dynamic height is computed by dividing the NAVD 88
 DE8723.geopotential number by the normal gravity value computed on the
 DE8723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8723.degrees latitude (g = 980.6199 gals.).
 DE8723
 DE8723.The modeled gravity was interpolated from observed gravity values.
 DE8723
 DE8723;                    North         East     Units Scale Factor Converg.
 DE8723;SPC MN S     -   202,413.899   841,205.919   MT  0.99997309   +0 21 34.7
 DE8723;UTM  15      - 4,863,163.848   460,909.778   MT  0.99961879   -0 20 15.9
 DE8723
 DE8723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8723!SPC MN S     -   0.99994935  x   0.99997309  =   0.99992244
 DE8723!UTM  15      -   0.99994935  x   0.99961879  =   0.99956816
 DE8723
 DE8723:                Primary Azimuth Mark                     Grid Az
 DE8723:SPC MN S     -  8101 R                                   002 14 26.1
 DE8723:UTM  15      -  8101 R                                   002 56 16.7
 DE8723
 DE8723|---------------------------------------------------------------------|
 DE8723| PID    Reference Object                     Distance      Geod. Az  |
 DE8723|                                                           dddmmss.s |
 DE8723| DE8732 8101 R                              APPROX. 0.9 KM 0023600.8 |
 DE8723|---------------------------------------------------------------------|
 DE8723
 DE8723                          SUPERSEDED SURVEY CONTROL
 DE8723
 DE8723  NAVD 88 (12/09/02)  351.96   (m)         1154.7    (f) LEVELING    3  
 DE8723
 DE8723.Superseded values are not recommended for survey control.
 DE8723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8723.See file dsdata.txt to determine how the superseded data were derived.
 DE8723
 DE8723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6091063164(NAD 83)
 DE8723_MARKER: DB = BENCH MARK DISK
 DE8723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8723_STAMPING: 8101 A 1966
 DE8723_MARK LOGO: MNDT  
 DE8723_PROJECTION: PROJECTING 3 CENTIMETERS
 DE8723_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE8723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8723+STABILITY: SURFACE MOTION
 DE8723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8723+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DE8723
 DE8723  HISTORY     - Date     Condition        Report By
 DE8723  HISTORY     - 1966     MONUMENTED       MNDT
 DE8723  HISTORY     - 19991123 GOOD             MNDT
 DE8723  HISTORY     - 20020710 GOOD             MNDT
 DE8723
 DE8723                          STATION DESCRIPTION
 DE8723
 DE8723'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8723'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2 MI (3.2 KM)
 DE8723'NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 73 FT (22.3 M) WEST
 DE8723'OF TH 13, AT TH 13 MP 20.5, 41 FT (12.5 M) SOUTH OF DRIVEWAY, 0.8 FT
 DE8723'(24.4 CM) SE OF WIT POST, PROJECTS 1 IN, MAGNETIC AND SUITABLE FOR
 DE8723'GPS.
 DE8723
 DE8723                          STATION RECOVERY (2002)
 DE8723
 DE8723'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DE8723'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2 MI (3.2 KM)
 DE8723'NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 73 FT (22.3 M) WEST
 DE8723'OF TH 13, AT TH 13 MP 20.5, 41 FT (12.5 M) SOUTH OF DRIVEWAY, 0.8 FT
 DE8723'(24.4 CM) SE OF WIT POST, PROJECTS 1 IN, MAGNETIC AND SUITABLE FOR
 DE8723'GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0761 ***********************************************************************
 OO0761  DESIGNATION -  8101 A 1
 OO0761  PID         -  OO0761
 OO0761  STATE/COUNTY-  MN/WASECA
 OO0761  USGS QUAD   -  NEW RICHLAND (1967)
 OO0761
 OO0761                         *CURRENT SURVEY CONTROL
 OO0761  ___________________________________________________________________
 OO0761* NAD 83(1986)-  43 53 39.     (N)    093 29 10.     (W)     SCALED    
 OO0761* NAVD 88     -       358.732  (meters)    1176.94   (feet)  ADJUSTED  
 OO0761  ___________________________________________________________________
 OO0761  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 OO0761  DYNAMIC HT  -         358.653 (meters)    1176.68  (feet)  COMP
 OO0761  MODELED GRAV-     980,389.5   (mgal)                       NAVD 88
 OO0761
 OO0761  VERT ORDER  -  SECOND    CLASS I
 OO0761
 OO0761.The horizontal coordinates were scaled from a topographic map and have
 OO0761.an estimated accuracy of +/- 6 seconds.
 OO0761
 OO0761.The orthometric height was determined by differential leveling
 OO0761.and adjusted by the National Geodetic Survey in June 1991..
 OO0761
 OO0761.The geoid height was determined by GEOID03.
 OO0761
 OO0761.The dynamic height is computed by dividing the NAVD 88
 OO0761.geopotential number by the normal gravity value computed on the
 OO0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0761.degrees latitude (g = 980.6199 gals.).
 OO0761
 OO0761.The modeled gravity was interpolated from observed gravity values.
 OO0761
 OO0761;                    North         East    Units  Estimated Accuracy
 OO0761;SPC MN S     -   199,480.      841,290.      MT  (+/- 180 meters Scaled)
 OO0761
 OO0761                          SUPERSEDED SURVEY CONTROL
 OO0761
 OO0761  NGVD 29 (??/??/92)  358.705  (m)         1176.85   (f) ADJ UNCH    2 1
 OO0761
 OO0761.Superseded values are not recommended for survey control.
 OO0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0761.See file dsdata.txt to determine how the superseded data were derived.
 OO0761
 OO0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ609602(NAD 83)
 OO0761_MARKER: DB = BENCH MARK DISK
 OO0761_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO0761_SP_SET: CULVERT
 OO0761_STAMPING: 8101 A1 1978
 OO0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0761+STABILITY: SURFACE MOTION
 OO0761
 OO0761  HISTORY     - Date     Condition        Report By
 OO0761  HISTORY     - 1978     MONUMENTED       MNDT
 OO0761  HISTORY     - 1979     GOOD             MNDT
 OO0761
 OO0761                          STATION DESCRIPTION
 OO0761
 OO0761'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0761'IN NEW RICHLAND.
 OO0761'THE MARK IS LOCATED ABOUT 0.2 MILE NORTH ALONG TRUNK HIGHWAY 13 FROM
 OO0761'ITS JUNCTION WITH TRUNK HIGHWAY 30 AT THE EAST CORPORATE LIMITS OF
 OO0761'NEW RICHLAND AT TRUNK HIGHWAY 13 MILEPOINT 18.65. IT IS 31.3 FT. EAST
 OO0761'OF AND 3 FT. LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 13. SET IN
 OO0761'THE SOUTHEAST CORNER HEADWALL OF AN 8 FT. BY 10 FT. BOX CULVERT UNDER
 OO0761'TRUNK HIGHWAY 13.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8724 ***********************************************************************
 DE8724  DESIGNATION -  8101 B
 DE8724  PID         -  DE8724
 DE8724  STATE/COUNTY-  MN/WASECA
 DE8724  USGS QUAD   -  NEW RICHLAND (1967)
 DE8724
 DE8724                         *CURRENT SURVEY CONTROL
 DE8724  ___________________________________________________________________
 DE8724* NAD 83(1996)-  43 56 06.01353(N)    093 29 19.06468(W)     ADJUSTED  
 DE8724* NAVD 88     -       353.592  (meters)    1160.08   (feet)  ADJUSTED  
 DE8724  ___________________________________________________________________
 DE8724  X           -    -279,956.113 (meters)                     COMP
 DE8724  Y           -  -4,592,198.287 (meters)                     COMP
 DE8724  Z           -   4,403,119.076 (meters)                     COMP
 DE8724  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 DE8724  ELLIP HEIGHT-         324.66  (meters)          (12/09/02) GPS OBS
 DE8724  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DE8724  DYNAMIC HT  -         353.518 (meters)    1159.83  (feet)  COMP
 DE8724  MODELED GRAV-     980,399.5   (mgal)                       NAVD 88
 DE8724
 DE8724  HORZ ORDER  -  FIRST
 DE8724  VERT ORDER  -  SECOND    CLASS I
 DE8724  ELLP ORDER  -  SECOND    CLASS I
 DE8724
 DE8724.The horizontal coordinates were established by GPS observations
 DE8724.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8724
 DE8724.The orthometric height was determined by differential leveling
 DE8724.and adjusted by the National Geodetic Survey in August 2004..
 DE8724
 DE8724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8724
 DE8724.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8724
 DE8724.The ellipsoidal height was determined by GPS observations
 DE8724.and is referenced to NAD 83.
 DE8724
 DE8724.The geoid height was determined by GEOID03.
 DE8724
 DE8724.The dynamic height is computed by dividing the NAVD 88
 DE8724.geopotential number by the normal gravity value computed on the
 DE8724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8724.degrees latitude (g = 980.6199 gals.).
 DE8724
 DE8724.The modeled gravity was interpolated from observed gravity values.
 DE8724
 DE8724;                    North         East     Units Scale Factor Converg.
 DE8724;SPC MN S     -   204,018.866   841,058.388   MT  0.99997059   +0 21 30.4
 DE8724;UTM  15      - 4,864,769.925   460,781.839   MT  0.99961892   -0 20 20.5
 DE8724
 DE8724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8724!SPC MN S     -   0.99994909  x   0.99997059  =   0.99991969
 DE8724!UTM  15      -   0.99994909  x   0.99961892  =   0.99956803
 DE8724
 DE8724:                Primary Azimuth Mark                     Grid Az
 DE8724:SPC MN S     -  8101 A                                   174 44 52.9
 DE8724:UTM  15      -  8101 A                                   175 26 43.8
 DE8724
 DE8724|---------------------------------------------------------------------|
 DE8724| PID    Reference Object                     Distance      Geod. Az  |
 DE8724|                                                           dddmmss.s |
 DE8724| DE8723 8101 A                              APPROX. 1.6 KM 1750623.3 |
 DE8724|---------------------------------------------------------------------|
 DE8724
 DE8724                          SUPERSEDED SURVEY CONTROL
 DE8724
 DE8724  NAVD 88 (12/09/02)  353.59   (m)         1160.1    (f) LEVELING    3  
 DE8724
 DE8724.Superseded values are not recommended for survey control.
 DE8724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8724.See file dsdata.txt to determine how the superseded data were derived.
 DE8724
 DE8724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6078264770(NAD 83)
 DE8724_MARKER: DB = BENCH MARK DISK
 DE8724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8724_STAMPING: 8101 B 1966
 DE8724_MARK LOGO: MNDT  
 DE8724_PROJECTION: PROJECTING 8 CENTIMETERS
 DE8724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE8724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8724+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 DE8724
 DE8724  HISTORY     - Date     Condition        Report By
 DE8724  HISTORY     - 1966     MONUMENTED       MNDT
 DE8724  HISTORY     - 19991123 GOOD             MNDT
 DE8724  HISTORY     - 20020710 GOOD             MNDT
 DE8724  HISTORY     - 20040526 GOOD             MNDT
 DE8724
 DE8724                          STATION DESCRIPTION
 DE8724
 DE8724'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8724'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MI (4.8 KM)
 DE8724'NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 75 FT (22.9 M) WEST
 DE8724'OF TH 13, AT TH 13 MP 21.5, 53 FT (16.2 M) SOUTH OF TWP RD, 1.2 FT
 DE8724'(0.4 M) NORTH OF R/W POST, 24.5 FT (7.5 M) SE OF P-POLE, 0.7 FT (21.3
 DE8724'CM) EAST OF WIT POST, PROJECTS 3 IN, MAGNETIC AND SUITABLE FOR GPS.
 DE8724
 DE8724                          STATION RECOVERY (2002)
 DE8724
 DE8724'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DE8724'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MI (4.8 KM)
 DE8724'NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 75 FT (22.9 M) WEST
 DE8724'OF TH 13, AT TH 13 MP 21.5, 53 FT (16.2 M) SOUTH OF TWP RD, 1.2 FT
 DE8724'(0.4 M) NORTH OF R/W POST, 24.5 FT (7.5 M) SE OF P-POLE, 0.7 FT (21.3
 DE8724'CM) EAST OF WIT POST, PROJECTS 3 IN, MAGNETIC AND SUITABLE FOR GPS.
 DE8724
 DE8724                          STATION RECOVERY (2004)
 DE8724
 DE8724'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 DE8724'3.0 MILES (4.8 KM) NORTH OF JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK
 DE8724'HIGHWAY 30 I N NEW RICHLAND, 75 FEET (22.9 M) WEST OF TRUNK HIGHWAY
 DE8724'13, AT TRUNK HIGHWAY 13 MILEPOINT 21.45, 53 FEET (16.2 M) SOUTH OF
 DE8724'TOWNSHIP ROAD, 1.2 FEET (0.4 M) NORTH OF R/W POST, 23.8 FEET (7.3 M)
 DE8724'SOUTH-SOUTHEAST OF POWER POLE NO 252, 0.6 FEET (18.3 CM) EAST O F
 DE8724'WITNESS POST, PROJECTS 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5890 ***********************************************************************
 DF5890  DESIGNATION -  8101 C
 DF5890  PID         -  DF5890
 DF5890  STATE/COUNTY-  MN/WASECA
 DF5890  USGS QUAD   -  NEW RICHLAND (1967)
 DF5890
 DF5890                         *CURRENT SURVEY CONTROL
 DF5890  ___________________________________________________________________
 DF5890* NAD 83(1986)-  43 56 45.     (N)    093 29 29.     (W)     SCALED    
 DF5890* NAVD 88     -       345.928  (meters)    1134.93   (feet)  ADJUSTED  
 DF5890  ___________________________________________________________________
 DF5890  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DF5890  DYNAMIC HT  -         345.857 (meters)    1134.70  (feet)  COMP
 DF5890  MODELED GRAV-     980,401.7   (mgal)                       NAVD 88
 DF5890
 DF5890  VERT ORDER  -  SECOND    CLASS I
 DF5890
 DF5890.The horizontal coordinates were scaled from a topographic map and have
 DF5890.an estimated accuracy of +/- 6 seconds.
 DF5890
 DF5890.The orthometric height was determined by differential leveling
 DF5890.and adjusted by the National Geodetic Survey in August 2004..
 DF5890
 DF5890.The geoid height was determined by GEOID03.
 DF5890
 DF5890.The dynamic height is computed by dividing the NAVD 88
 DF5890.geopotential number by the normal gravity value computed on the
 DF5890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5890.degrees latitude (g = 980.6199 gals.).
 DF5890
 DF5890.The modeled gravity was interpolated from observed gravity values.
 DF5890
 DF5890;                    North         East    Units  Estimated Accuracy
 DF5890;SPC MN S     -   205,220.      840,830.      MT  (+/- 180 meters Scaled)
 DF5890
 DF5890                          SUPERSEDED SURVEY CONTROL
 DF5890
 DF5890.No superseded survey control is available for this station.
 DF5890
 DF5890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ605659(NAD 83)
 DF5890_MARKER: DB = BENCH MARK DISK
 DF5890_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF5890_SP_SET: BRIDGE ABUTMENT
 DF5890_STAMPING: 8101 C 1966
 DF5890_MARK LOGO: MNDT  
 DF5890_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5890+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DF5890
 DF5890  HISTORY     - Date     Condition        Report By
 DF5890  HISTORY     - 1966     MONUMENTED       MNDT
 DF5890  HISTORY     - 20020710 GOOD             MNDT
 DF5890
 DF5890                          STATION DESCRIPTION
 DF5890
 DF5890'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF5890'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.75 MI (6.03
 DF5890'KM) NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, IN SE COR OF TH
 DF5890'13 BRDG NO 81002 OVER LE SUEUR RIVER, AT TH 13 MP 22.25, 23 FT (7.0 M)
 DF5890'EAST OF TH 13, NOT SUITABLE FOR GPS, FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8725 ***********************************************************************
 DE8725  DESIGNATION -  8101 D
 DE8725  PID         -  DE8725
 DE8725  STATE/COUNTY-  MN/WASECA
 DE8725  USGS QUAD   -  NEW RICHLAND (1967)
 DE8725
 DE8725                         *CURRENT SURVEY CONTROL
 DE8725  ___________________________________________________________________
 DE8725* NAD 83(1996)-  43 57 25.33888(N)    093 29 28.56930(W)     ADJUSTED  
 DE8725* NAVD 88     -       352.502  (meters)    1156.50   (feet)  ADJUSTED  
 DE8725  ___________________________________________________________________
 DE8725  X           -    -280,064.202 (meters)                     COMP
 DE8725  Y           -  -4,590,488.626 (meters)                     COMP
 DE8725  Z           -   4,404,881.223 (meters)                     COMP
 DE8725  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 DE8725  ELLIP HEIGHT-         323.63  (meters)          (12/09/02) GPS OBS
 DE8725  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DE8725  DYNAMIC HT  -         352.430 (meters)    1156.26  (feet)  COMP
 DE8725  MODELED GRAV-     980,404.5   (mgal)                       NAVD 88
 DE8725
 DE8725  HORZ ORDER  -  FIRST
 DE8725  VERT ORDER  -  SECOND    CLASS I
 DE8725  ELLP ORDER  -  SECOND    CLASS I
 DE8725
 DE8725.The horizontal coordinates were established by GPS observations
 DE8725.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8725
 DE8725.The orthometric height was determined by differential leveling
 DE8725.and adjusted by the National Geodetic Survey in August 2004..
 DE8725
 DE8725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8725
 DE8725.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8725
 DE8725.The ellipsoidal height was determined by GPS observations
 DE8725.and is referenced to NAD 83.
 DE8725
 DE8725.The geoid height was determined by GEOID03.
 DE8725
 DE8725.The dynamic height is computed by dividing the NAVD 88
 DE8725.geopotential number by the normal gravity value computed on the
 DE8725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8725.degrees latitude (g = 980.6199 gals.).
 DE8725
 DE8725.The modeled gravity was interpolated from observed gravity values.
 DE8725
 DE8725;                    North         East     Units Scale Factor Converg.
 DE8725;SPC MN S     -   206,465.735   840,831.172   MT  0.99996689   +0 21 23.7
 DE8725;UTM  15      - 4,867,218.521   460,584.497   MT  0.99961911   -0 20 27.6
 DE8725
 DE8725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8725!SPC MN S     -   0.99994926  x   0.99996689  =   0.99991615
 DE8725!UTM  15      -   0.99994926  x   0.99961911  =   0.99956838
 DE8725
 DE8725:                Primary Azimuth Mark                     Grid Az
 DE8725:SPC MN S     -  8101 S                                   358 54 54.2
 DE8725:UTM  15      -  8101 S                                   359 36 45.5
 DE8725
 DE8725|---------------------------------------------------------------------|
 DE8725| PID    Reference Object                     Distance      Geod. Az  |
 DE8725|                                                           dddmmss.s |
 DE8725| DE8733 8101 S                              APPROX. 0.8 KM 3591617.9 |
 DE8725| DE8734 8101 T                              APPROX. 1.5 KM 3593624.2 |
 DE8725|---------------------------------------------------------------------|
 DE8725
 DE8725                          SUPERSEDED SURVEY CONTROL
 DE8725
 DE8725  NAVD 88 (12/09/02)  352.51   (m)         1156.5    (f) LEVELING    3  
 DE8725
 DE8725.Superseded values are not recommended for survey control.
 DE8725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8725.See file dsdata.txt to determine how the superseded data were derived.
 DE8725
 DE8725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6058467219(NAD 83)
 DE8725_MARKER: DB = BENCH MARK DISK
 DE8725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8725_STAMPING: 8101 D 1966
 DE8725_MARK LOGO: MNDT  
 DE8725_PROJECTION: RECESSED 5 CENTIMETERS
 DE8725_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE8725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8725+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DE8725
 DE8725  HISTORY     - Date     Condition        Report By
 DE8725  HISTORY     - 1966     MONUMENTED       MNDT
 DE8725  HISTORY     - 19991123 GOOD             MNDT
 DE8725  HISTORY     - 20020710 GOOD             MNDT
 DE8725
 DE8725                          STATION DESCRIPTION
 DE8725
 DE8725'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8725'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.5 MI (7.2 KM)
 DE8725'NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 75 FT (22.9 M) EAST
 DE8725'OF TH 13, AT TH 13 MP 23, 65 FT (19.8 M) NORTH OF CO RD 20, 1.9 FT
 DE8725'(0.6 M) SOUTH OF RP POST, 0.6 FT (18.3 CM) WEST OF WIT POST, RECESSED
 DE8725'2 IN, MAGNETIC AND SUITABLE FOR GPS.
 DE8725
 DE8725                          STATION RECOVERY (2002)
 DE8725
 DE8725'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DE8725'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.5 MI (7.2 KM)
 DE8725'NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 75 FT (22.9 M) EAST
 DE8725'OF TH 13, AT TH 13 MP 23, 65 FT (19.8 M) NORTH OF CO RD 20, 1.9 FT
 DE8725'(0.6 M) SOUTH OF RP POST, 0.6 FT (18.3 CM) WEST OF WIT POST, RECESSED
 DE8725'2 IN, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8726 ***********************************************************************
 DE8726  DESIGNATION -  8101 F
 DE8726  PID         -  DE8726
 DE8726  STATE/COUNTY-  MN/WASECA
 DE8726  USGS QUAD   -  NEW RICHLAND (1967)
 DE8726
 DE8726                         *CURRENT SURVEY CONTROL
 DE8726  ___________________________________________________________________
 DE8726* NAD 83(1996)-  43 58 41.94724(N)    093 29 37.94355(W)     ADJUSTED  
 DE8726* NAVD 88     -       348.366  (meters)    1142.93   (feet)  ADJUSTED  
 DE8726  ___________________________________________________________________
 DE8726  X           -    -280,172.605 (meters)                     COMP
 DE8726  Y           -  -4,588,834.380 (meters)                     COMP
 DE8726  Z           -   4,406,580.243 (meters)                     COMP
 DE8726  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 DE8726  ELLIP HEIGHT-         319.53  (meters)          (12/09/02) GPS OBS
 DE8726  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DE8726  DYNAMIC HT  -         348.296 (meters)    1142.70  (feet)  COMP
 DE8726  MODELED GRAV-     980,409.0   (mgal)                       NAVD 88
 DE8726
 DE8726  HORZ ORDER  -  FIRST
 DE8726  VERT ORDER  -  SECOND    CLASS I
 DE8726  ELLP ORDER  -  SECOND    CLASS I
 DE8726
 DE8726.The horizontal coordinates were established by GPS observations
 DE8726.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8726
 DE8726.The orthometric height was determined by differential leveling
 DE8726.and adjusted by the National Geodetic Survey in August 2004..
 DE8726
 DE8726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8726
 DE8726.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8726
 DE8726.The ellipsoidal height was determined by GPS observations
 DE8726.and is referenced to NAD 83.
 DE8726
 DE8726.The geoid height was determined by GEOID03.
 DE8726
 DE8726.The dynamic height is computed by dividing the NAVD 88
 DE8726.geopotential number by the normal gravity value computed on the
 DE8726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8726.degrees latitude (g = 980.6199 gals.).
 DE8726
 DE8726.The modeled gravity was interpolated from observed gravity values.
 DE8726
 DE8726;                    North         East     Units Scale Factor Converg.
 DE8726;SPC MN S     -   208,828.776   840,607.540   MT  0.99996346   +0 21 17.1
 DE8726;UTM  15      - 4,869,583.292   460,389.720   MT  0.99961930   -0 20 34.6
 DE8726
 DE8726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8726!SPC MN S     -   0.99994990  x   0.99996346  =   0.99991336
 DE8726!UTM  15      -   0.99994990  x   0.99961930  =   0.99956922
 DE8726
 DE8726:                Primary Azimuth Mark                     Grid Az
 DE8726:SPC MN S     -  8101 G                                   348 52 11.3
 DE8726:UTM  15      -  8101 G                                   349 34 03.0
 DE8726
 DE8726|---------------------------------------------------------------------|
 DE8726| PID    Reference Object                     Distance      Geod. Az  |
 DE8726|                                                           dddmmss.s |
 DE8726| DE8727 8101 G                              APPROX. 1.1 KM 3491328.4 |
 DE8726|---------------------------------------------------------------------|
 DE8726
 DE8726                          SUPERSEDED SURVEY CONTROL
 DE8726
 DE8726  NAVD 88 (12/09/02)  348.37   (m)         1142.9    (f) LEVELING    3  
 DE8726
 DE8726.Superseded values are not recommended for survey control.
 DE8726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8726.See file dsdata.txt to determine how the superseded data were derived.
 DE8726
 DE8726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6039069583(NAD 83)
 DE8726_MARKER: DB = BENCH MARK DISK
 DE8726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8726_STAMPING: 8101 F 1966
 DE8726_MARK LOGO: MNDT  
 DE8726_PROJECTION: FLUSH
 DE8726_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE8726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8726+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DE8726
 DE8726  HISTORY     - Date     Condition        Report By
 DE8726  HISTORY     - 1966     MONUMENTED       MNDT
 DE8726  HISTORY     - 19991123 GOOD             MNDT
 DE8726  HISTORY     - 20020710 GOOD             MNDT
 DE8726
 DE8726                          STATION DESCRIPTION
 DE8726
 DE8726'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8726'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 6 MI (9.7 KM)
 DE8726'NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 75 FT (22.9 M) WSW OF
 DE8726'TH 13, AT TH 13 MP 24.55, 155 FT (47.2 M) SOUTH OF CO RD 15, 29.3 FT
 DE8726'(8.9 M) SE OF CABLE MARKER, 0.6 FT (18.3 CM) ENE OF WIT POST, FLUSH,
 DE8726'MAGNETIC AND SUITABLE FOR GPS.
 DE8726
 DE8726                          STATION RECOVERY (2002)
 DE8726
 DE8726'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DE8726'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 6 MI (9.7 KM)
 DE8726'NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 75 FT (22.9 M) WSW OF
 DE8726'TH 13, AT TH 13 MP 24.55, 155 FT (47.2 M) SOUTH OF CO RD 15, 29.3 FT
 DE8726'(8.9 M) SE OF CABLE MARKER, 0.6 FT (18.3 CM) ENE OF WIT POST, FLUSH,
 DE8726'MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8727 ***********************************************************************
 DE8727  DESIGNATION -  8101 G
 DE8727  PID         -  DE8727
 DE8727  STATE/COUNTY-  MN/WASECA
 DE8727  USGS QUAD   -  NEW RICHLAND (1967)
 DE8727
 DE8727                         *CURRENT SURVEY CONTROL
 DE8727  ___________________________________________________________________
 DE8727* NAD 83(1996)-  43 59 15.94585(N)    093 29 46.90547(W)     ADJUSTED  
 DE8727* NAVD 88     -       351.576  (meters)    1153.46   (feet)  ADJUSTED  
 DE8727  ___________________________________________________________________
 DE8727  X           -    -280,327.682 (meters)                     COMP
 DE8727  Y           -  -4,588,097.127 (meters)                     COMP
 DE8727  Z           -   4,407,337.577 (meters)                     COMP
 DE8727  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 DE8727  ELLIP HEIGHT-         322.76  (meters)          (12/09/02) GPS OBS
 DE8727  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DE8727  DYNAMIC HT  -         351.507 (meters)    1153.24  (feet)  COMP
 DE8727  MODELED GRAV-     980,410.7   (mgal)                       NAVD 88
 DE8727
 DE8727  HORZ ORDER  -  FIRST
 DE8727  VERT ORDER  -  SECOND    CLASS I
 DE8727  ELLP ORDER  -  SECOND    CLASS I
 DE8727
 DE8727.The horizontal coordinates were established by GPS observations
 DE8727.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8727
 DE8727.The orthometric height was determined by differential leveling
 DE8727.and adjusted by the National Geodetic Survey in August 2004..
 DE8727
 DE8727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8727
 DE8727.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8727
 DE8727.The ellipsoidal height was determined by GPS observations
 DE8727.and is referenced to NAD 83.
 DE8727
 DE8727.The geoid height was determined by GEOID03.
 DE8727
 DE8727.The dynamic height is computed by dividing the NAVD 88
 DE8727.geopotential number by the normal gravity value computed on the
 DE8727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8727.degrees latitude (g = 980.6199 gals.).
 DE8727
 DE8727.The modeled gravity was interpolated from observed gravity values.
 DE8727
 DE8727;                    North         East     Units Scale Factor Converg.
 DE8727;SPC MN S     -   209,876.831   840,401.346   MT  0.99996198   +0 21 10.8
 DE8727;UTM  15      - 4,870,633.419   460,196.371   MT  0.99961949   -0 20 41.0
 DE8727
 DE8727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8727!SPC MN S     -   0.99994939  x   0.99996198  =   0.99991137
 DE8727!UTM  15      -   0.99994939  x   0.99961949  =   0.99956890
 DE8727
 DE8727:                Primary Azimuth Mark                     Grid Az
 DE8727:SPC MN S     -  8101 F                                   168 52 11.4
 DE8727:UTM  15      -  8101 F                                   169 34 03.2
 DE8727
 DE8727|---------------------------------------------------------------------|
 DE8727| PID    Reference Object                     Distance      Geod. Az  |
 DE8727|                                                           dddmmss.s |
 DE8727| DE8726 8101 F                              APPROX. 1.1 KM 1691322.2 |
 DE8727|---------------------------------------------------------------------|
 DE8727
 DE8727                          SUPERSEDED SURVEY CONTROL
 DE8727
 DE8727  NAVD 88 (12/09/02)  351.58   (m)         1153.5    (f) LEVELING    3  
 DE8727
 DE8727.Superseded values are not recommended for survey control.
 DE8727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8727.See file dsdata.txt to determine how the superseded data were derived.
 DE8727
 DE8727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6019670633(NAD 83)
 DE8727_MARKER: DB = BENCH MARK DISK
 DE8727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8727_STAMPING: 8101 G 1966
 DE8727_MARK LOGO: MNDT  
 DE8727_PROJECTION: PROJECTING 36 CENTIMETERS
 DE8727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE8727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8727+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DE8727
 DE8727  HISTORY     - Date     Condition        Report By
 DE8727  HISTORY     - 1966     MONUMENTED       MNDT
 DE8727  HISTORY     - 19991123 GOOD             MNDT
 DE8727  HISTORY     - 20020710 GOOD             MNDT
 DE8727
 DE8727                          STATION DESCRIPTION
 DE8727
 DE8727'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8727'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 6.8 MI (10.9
 DE8727'KM) NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 74 FT (22.6 M)
 DE8727'EAST OF TH 13, AT TH 13 MP 25.3, 35 FT (10.7 M) NORTH OF TWP RD, 1.2
 DE8727'FT (0.4 M) NNW OF CABLE MARKER, 0.8 FT (24.4 CM) WEST OF WIT POST,
 DE8727'PROJECTS 14 INCHES, MAGNETIC AND SUITABLE FOR GPS.
 DE8727
 DE8727                          STATION RECOVERY (2002)
 DE8727
 DE8727'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DE8727'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 6.8 MI (10.9
 DE8727'KM) NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 74 FT (22.6 M)
 DE8727'EAST OF TH 13, AT TH 13 MP 25.3, 35 FT (10.7 M) NORTH OF TWP RD, 1.2
 DE8727'FT (0.4 M) NNW OF CABLE MARKER, 0.8 FT (24.4 CM) WEST OF WIT POST,
 DE8727'PROJECTS 14 INCHES, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5889 ***********************************************************************
 DF5889  DESIGNATION -  8101 H
 DF5889  PID         -  DF5889
 DF5889  STATE/COUNTY-  MN/WASECA
 DF5889  USGS QUAD   -  NEW RICHLAND (1967)
 DF5889
 DF5889                         *CURRENT SURVEY CONTROL
 DF5889  ___________________________________________________________________
 DF5889* NAD 83(1986)-  43 59 55.     (N)    093 29 47.     (W)     SCALED    
 DF5889* NAVD 88     -       335.401  (meters)    1100.39   (feet)  ADJUSTED  
 DF5889  ___________________________________________________________________
 DF5889  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DF5889  DYNAMIC HT  -         335.335 (meters)    1100.18  (feet)  COMP
 DF5889  MODELED GRAV-     980,413.0   (mgal)                       NAVD 88
 DF5889
 DF5889  VERT ORDER  -  SECOND    CLASS I
 DF5889
 DF5889.The horizontal coordinates were scaled from a topographic map and have
 DF5889.an estimated accuracy of +/- 6 seconds.
 DF5889
 DF5889.The orthometric height was determined by differential leveling
 DF5889.and adjusted by the National Geodetic Survey in August 2004..
 DF5889
 DF5889.The geoid height was determined by GEOID03.
 DF5889
 DF5889.The dynamic height is computed by dividing the NAVD 88
 DF5889.geopotential number by the normal gravity value computed on the
 DF5889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5889.degrees latitude (g = 980.6199 gals.).
 DF5889
 DF5889.The modeled gravity was interpolated from observed gravity values.
 DF5889
 DF5889;                    North         East    Units  Estimated Accuracy
 DF5889;SPC MN S     -   211,080.      840,390.      MT  (+/- 180 meters Scaled)
 DF5889
 DF5889                          SUPERSEDED SURVEY CONTROL
 DF5889
 DF5889.No superseded survey control is available for this station.
 DF5889
 DF5889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ602718(NAD 83)
 DF5889_MARKER: DB = BENCH MARK DISK
 DF5889_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF5889_SP_SET: BRIDGE ABUTMENT
 DF5889_STAMPING: 8101 H 1966
 DF5889_MARK LOGO: MNDT  
 DF5889_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5889+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DF5889
 DF5889  HISTORY     - Date     Condition        Report By
 DF5889  HISTORY     - 1966     MONUMENTED       MNDT
 DF5889  HISTORY     - 20020710 GOOD             MNDT
 DF5889
 DF5889                          STATION DESCRIPTION
 DF5889
 DF5889'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF5889'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 7.25 MI (11.67
 DF5889'KM) NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, IN SE ABUT OF TH
 DF5889'13 BRDG NO 81001 OVER LITTLE LE SUEUR RIVER, 23 FT (7.0 M) EAST OF TH
 DF5889'13, AT TH 13 MP 26.0, FLUSH, AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3195 ***********************************************************************
 PP3195  DESIGNATION -  8101 I
 PP3195  PID         -  PP3195
 PP3195  STATE/COUNTY-  MN/WASECA
 PP3195  USGS QUAD   -  MERIDEN (1992)
 PP3195
 PP3195                         *CURRENT SURVEY CONTROL
 PP3195  ___________________________________________________________________
 PP3195* NAD 83(1996)-  44 00 50.01825(N)    093 29 48.87339(W)     ADJUSTED  
 PP3195* NAVD 88     -       345.032  (meters)    1131.99   (feet)  ADJUSTED  
 PP3195  ___________________________________________________________________
 PP3195  X           -    -280,248.141 (meters)                     COMP
 PP3195  Y           -  -4,586,076.477 (meters)                     COMP
 PP3195  Z           -   4,409,421.747 (meters)                     COMP
 PP3195  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 PP3195  ELLIP HEIGHT-         316.27  (meters)          (12/09/02) GPS OBS
 PP3195  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 PP3195  DYNAMIC HT  -         344.965 (meters)    1131.77  (feet)  COMP
 PP3195  MODELED GRAV-     980,416.0   (mgal)                       NAVD 88
 PP3195
 PP3195  HORZ ORDER  -  FIRST
 PP3195  VERT ORDER  -  SECOND    CLASS I
 PP3195  ELLP ORDER  -  SECOND    CLASS I
 PP3195
 PP3195.The horizontal coordinates were established by GPS observations
 PP3195.and adjusted by the MN DEPT OF TRANSP in December 2002..
 PP3195
 PP3195.The orthometric height was determined by differential leveling
 PP3195.and adjusted by the National Geodetic Survey in August 2004..
 PP3195
 PP3195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3195
 PP3195.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3195
 PP3195.The ellipsoidal height was determined by GPS observations
 PP3195.and is referenced to NAD 83.
 PP3195
 PP3195.The geoid height was determined by GEOID03.
 PP3195
 PP3195.The dynamic height is computed by dividing the NAVD 88
 PP3195.geopotential number by the normal gravity value computed on the
 PP3195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3195.degrees latitude (g = 980.6199 gals.).
 PP3195
 PP3195.The modeled gravity was interpolated from observed gravity values.
 PP3195
 PP3195;                    North         East     Units Scale Factor Converg.
 PP3195;SPC MN S     -   212,779.888   840,339.626   MT  0.99995802   +0 21 09.5
 PP3195;UTM  15      - 4,873,536.025   460,170.021   MT  0.99961951   -0 20 43.0
 PP3195
 PP3195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3195!SPC MN S     -   0.99995041  x   0.99995802  =   0.99990843
 PP3195!UTM  15      -   0.99995041  x   0.99961951  =   0.99956994
 PP3195
 PP3195:                Primary Azimuth Mark                     Grid Az
 PP3195:SPC MN S     -  8101 V                                   000 25 56.3
 PP3195:UTM  15      -  8101 V                                   001 07 48.8
 PP3195
 PP3195|---------------------------------------------------------------------|
 PP3195| PID    Reference Object                     Distance      Geod. Az  |
 PP3195|                                                           dddmmss.s |
 PP3195| DE8736 8101 V                              APPROX. 1.9 KM 0004705.8 |
 PP3195| DE8728 8101 J                              APPROX. 1.2 KM 3592552.2 |
 PP3195|---------------------------------------------------------------------|
 PP3195
 PP3195                          SUPERSEDED SURVEY CONTROL
 PP3195
 PP3195  NAD 83(1996)-  44 00 50.01770(N)    093 29 48.87380(W) AD(       ) 2
 PP3195  ELLIP H (03/16/99)  316.26   (m)                       GP(       ) 4 1
 PP3195  ELLIP H (11/21/91)  316.46   (m)                       GP(       ) 4 1
 PP3195  NAD 83(1986)-  44 00 50.00607(N)    093 29 48.87377(W) AD(       ) 2
 PP3195  NAVD 88 (12/09/02)  345.04   (m)         1132.0    (f) LEVELING    3  
 PP3195  NGVD 29 (02/12/91)  344.94   (m)         1131.7    (f) LEVELING    3  
 PP3195
 PP3195.Superseded values are not recommended for survey control.
 PP3195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3195.See file dsdata.txt to determine how the superseded data were derived.
 PP3195
 PP3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6017073536(NAD 83)
 PP3195_MARKER: DB = BENCH MARK DISK
 PP3195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP3195_SP_SET: CONCRETE POST
 PP3195_STAMPING: 8101 I 1966
 PP3195_MARK LOGO: MNDT  
 PP3195_PROJECTION: PROJECTING 15 CENTIMETERS
 PP3195_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP3195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3195+STABILITY: SURFACE MOTION
 PP3195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3195+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 PP3195
 PP3195  HISTORY     - Date     Condition        Report By
 PP3195  HISTORY     - 1966     MONUMENTED       MNDT
 PP3195  HISTORY     - 19900709 GOOD             NGS
 PP3195  HISTORY     - 19991123 GOOD             MNDT
 PP3195  HISTORY     - 20020710 GOOD             MNDT
 PP3195
 PP3195                          STATION DESCRIPTION
 PP3195
 PP3195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PP3195'STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTH OF NEW RICHMOND, 8.2
 PP3195'KM (5.1 MI) SOUTH OF WASECA, IN THE WEST R-O-W OF STATE ROUTE 13,
 PP3195'NEAR THE NORTHEAST CORNER OF PROPERTY OF MR. BAUMAN, AT MILE POST
 PP3195'NUMBER 27. OWNERSHIP-MNDT
 PP3195'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 13 AND
 PP3195'U.S.HIGHWAY 14 AT WASECA, GO SOUTH ALONG STATE ROUTE 13 FOR 8.2 KM
 PP3195'(5.1 MI) TO THE STATION ON THE RIGHT AT MILE POST NUMBER 27.
 PP3195'STATION IS 22.3 M (73.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 14
 PP3195'M (45.9 FT) SOUTH OF THE APPROXIMATE CENTER OF GRAVEL ROAD, 1.8 M
 PP3195'(5.9 FT) NORTHEAST OF A TELEPHONE JUNCTION BOX, 0.12 M (0.39 FT)
 PP3195'SOUTH OF A MNDT WITNESS POST WITH BM SIGN ATTACHED.
 PP3195'DESCRIBED BY G.F.S.
 PP3195
 PP3195                          STATION RECOVERY (1999)
 PP3195
 PP3195'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 PP3195'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP3195'THE MARK IS 4.85 MI (7.81 KM) SOUTH ALONG TH 13 FROM JCT TH 13 AND TH
 PP3195'14 IN WASECA, 73 FT (22.3 M) WEST OF TH 13, AT TH 13 MP 27.05, 47 FT
 PP3195'(14.3 M) SOUTH OF TWP RD, 6 FT (1.8 M) NNE OF CABLE MARKER, 0.5 FT
 PP3195'(15.2 CM) EAST OF WIT POST, PROJECTS 6 IN, MAGNETIC AND SUITABLE FOR
 PP3195'GPS.
 PP3195
 PP3195                          STATION RECOVERY (2002)
 PP3195
 PP3195'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 PP3195'THE MARK IS 4.85 MI (7.81 KM) SOUTH ALONG TH 13 FROM JCT TH 13 AND TH
 PP3195'14 IN WASECA, 73 FT (22.3 M) WEST OF TH 13, AT TH 13 MP 27.05, 47 FT
 PP3195'(14.3 M) SOUTH OF TWP RD, 6 FT (1.8 M) NNE OF CABLE MARKER, 0.5 FT
 PP3195'(15.2 CM) EAST OF WIT POST, PROJECTS 6 IN, MAGNETIC AND SUITABLE FOR
 PP3195'GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8728 ***********************************************************************
 DE8728  DESIGNATION -  8101 J
 DE8728  PID         -  DE8728
 DE8728  STATE/COUNTY-  MN/WASECA
 DE8728  USGS QUAD   -  MERIDEN (1992)
 DE8728
 DE8728                         *CURRENT SURVEY CONTROL
 DE8728  ___________________________________________________________________
 DE8728* NAD 83(1996)-  44 01 27.67683(N)    093 29 49.39157(W)     ADJUSTED  
 DE8728* NAVD 88     -       351.071  (meters)    1151.81   (feet)  ADJUSTED  
 DE8728  ___________________________________________________________________
 DE8728  X           -    -280,210.659 (meters)                     COMP
 DE8728  Y           -  -4,585,273.901 (meters)                     COMP
 DE8728  Z           -   4,410,261.839 (meters)                     COMP
 DE8728  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 DE8728  ELLIP HEIGHT-         322.34  (meters)          (12/09/02) GPS OBS
 DE8728  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DE8728  DYNAMIC HT  -         351.004 (meters)    1151.59  (feet)  COMP
 DE8728  MODELED GRAV-     980,418.9   (mgal)                       NAVD 88
 DE8728
 DE8728  HORZ ORDER  -  FIRST
 DE8728  VERT ORDER  -  SECOND    CLASS I
 DE8728  ELLP ORDER  -  SECOND    CLASS I
 DE8728
 DE8728.The horizontal coordinates were established by GPS observations
 DE8728.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8728
 DE8728.The orthometric height was determined by differential leveling
 DE8728.and adjusted by the National Geodetic Survey in August 2004..
 DE8728
 DE8728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8728
 DE8728.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8728
 DE8728.The ellipsoidal height was determined by GPS observations
 DE8728.and is referenced to NAD 83.
 DE8728
 DE8728.The geoid height was determined by GEOID03.
 DE8728
 DE8728.The dynamic height is computed by dividing the NAVD 88
 DE8728.geopotential number by the normal gravity value computed on the
 DE8728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8728.degrees latitude (g = 980.6199 gals.).
 DE8728
 DE8728.The modeled gravity was interpolated from observed gravity values.
 DE8728
 DE8728;                    North         East     Units Scale Factor Converg.
 DE8728;SPC MN S     -   213,942.063   840,320.934   MT  0.99995650   +0 21 09.1
 DE8728;UTM  15      - 4,874,697.948   460,165.488   MT  0.99961952   -0 20 43.6
 DE8728
 DE8728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8728!SPC MN S     -   0.99994946  x   0.99995650  =   0.99990596
 DE8728!UTM  15      -   0.99994946  x   0.99961952  =   0.99956900
 DE8728
 DE8728:                Primary Azimuth Mark                     Grid Az
 DE8728:SPC MN S     -  8101 W                                   001 13 20.1
 DE8728:UTM  15      -  8101 W                                   001 55 12.8
 DE8728
 DE8728|---------------------------------------------------------------------|
 DE8728| PID    Reference Object                     Distance      Geod. Az  |
 DE8728|                                                           dddmmss.s |
 DE8728| DE8737 8101 W                              APPROX. 1.4 KM 0013429.2 |
 DE8728| DE8736 8101 V                              APPROX. 0.7 KM 0025611.2 |
 DE8728|---------------------------------------------------------------------|
 DE8728
 DE8728                          SUPERSEDED SURVEY CONTROL
 DE8728
 DE8728  NAVD 88 (12/09/02)  351.08   (m)         1151.8    (f) LEVELING    3  
 DE8728
 DE8728.Superseded values are not recommended for survey control.
 DE8728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8728.See file dsdata.txt to determine how the superseded data were derived.
 DE8728
 DE8728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6016574698(NAD 83)
 DE8728_MARKER: DB = BENCH MARK DISK
 DE8728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8728_STAMPING: 8101 J 1966
 DE8728_MARK LOGO: MNDT  
 DE8728_PROJECTION: FLUSH
 DE8728_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE8728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8728+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DE8728
 DE8728  HISTORY     - Date     Condition        Report By
 DE8728  HISTORY     - 1966     MONUMENTED       MNDT
 DE8728  HISTORY     - 19991123 GOOD             MNDT
 DE8728  HISTORY     - 20020710 GOOD             MNDT
 DE8728
 DE8728                          STATION DESCRIPTION
 DE8728
 DE8728'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8728'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.1 MI (6.6 KM)
 DE8728'SOUTH ALONG TH 13 FROM JCT OF TH 13 AND TH 14 IN WASECA, 74 FT (22.6
 DE8728'M) WEST OF TH 13, AT TH 13 MP 27.8, 60 FT (18.3 M) SOUTH OF FIELD ENT,
 DE8728'0.6 FT (18.3 CM) EAST OF WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR
 DE8728'GPS.
 DE8728
 DE8728                          STATION RECOVERY (2002)
 DE8728
 DE8728'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DE8728'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.1 MI (6.6 KM)
 DE8728'SOUTH ALONG TH 13 FROM JCT OF TH 13 AND TH 14 IN WASECA, 74 FT (22.6
 DE8728'M) WEST OF TH 13, AT TH 13 MP 27.8, 60 FT (18.3 M) SOUTH OF FIELD ENT,
 DE8728'0.6 FT (18.3 CM) EAST OF WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR
 DE8728'GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8729 ***********************************************************************
 DE8729  DESIGNATION -  8101 L
 DE8729  PID         -  DE8729
 DE8729  STATE/COUNTY-  MN/WASECA
 DE8729  USGS QUAD   -  MERIDEN (1992)
 DE8729
 DE8729                         *CURRENT SURVEY CONTROL
 DE8729  ___________________________________________________________________
 DE8729* NAD 83(1996)-  44 03 05.05904(N)    093 29 48.04661(W)     ADJUSTED  
 DE8729* NAVD 88     -       343.615  (meters)    1127.34   (feet)  ADJUSTED  
 DE8729  ___________________________________________________________________
 DE8729  X           -    -280,052.999 (meters)                     COMP
 DE8729  Y           -  -4,583,184.857 (meters)                     COMP
 DE8729  Z           -   4,412,417.523 (meters)                     COMP
 DE8729  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 DE8729  ELLIP HEIGHT-         314.94  (meters)          (12/09/02) GPS OBS
 DE8729  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DE8729  DYNAMIC HT  -         343.552 (meters)    1127.14  (feet)  COMP
 DE8729  MODELED GRAV-     980,426.3   (mgal)                       NAVD 88
 DE8729
 DE8729  HORZ ORDER  -  FIRST
 DE8729  VERT ORDER  -  SECOND    CLASS I
 DE8729  ELLP ORDER  -  SECOND    CLASS I
 DE8729
 DE8729.The horizontal coordinates were established by GPS observations
 DE8729.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8729
 DE8729.The orthometric height was determined by differential leveling
 DE8729.and adjusted by the National Geodetic Survey in August 2004..
 DE8729
 DE8729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8729
 DE8729.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8729
 DE8729.The ellipsoidal height was determined by GPS observations
 DE8729.and is referenced to NAD 83.
 DE8729
 DE8729.The geoid height was determined by GEOID03.
 DE8729
 DE8729.The dynamic height is computed by dividing the NAVD 88
 DE8729.geopotential number by the normal gravity value computed on the
 DE8729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8729.degrees latitude (g = 980.6199 gals.).
 DE8729
 DE8729.The modeled gravity was interpolated from observed gravity values.
 DE8729
 DE8729;                    North         East     Units Scale Factor Converg.
 DE8729;SPC MN S     -   216,947.729   840,332.379   MT  0.99995271   +0 21 10.0
 DE8729;UTM  15      - 4,877,702.244   460,213.534   MT  0.99961947   -0 20 43.3
 DE8729
 DE8729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8729!SPC MN S     -   0.99995062  x   0.99995271  =   0.99990333
 DE8729!UTM  15      -   0.99995062  x   0.99961947  =   0.99957011
 DE8729
 DE8729:                Primary Azimuth Mark                     Grid Az
 DE8729:SPC MN S     -  8101 P                                   002 41 26.6
 DE8729:UTM  15      -  8101 P                                   003 23 19.9
 DE8729
 DE8729|---------------------------------------------------------------------|
 DE8729| PID    Reference Object                     Distance      Geod. Az  |
 DE8729|                                                           dddmmss.s |
 DE8729| AI6544 8101 P                              APPROX. 1.3 KM 0030236.6 |
 DE8729| DE8739 8101 Y                              APPROX. 0.8 KM 3593935.5 |
 DE8729|---------------------------------------------------------------------|
 DE8729
 DE8729                          SUPERSEDED SURVEY CONTROL
 DE8729
 DE8729  NAVD 88 (12/09/02)  343.62   (m)         1127.4    (f) LEVELING    3  
 DE8729
 DE8729.Superseded values are not recommended for survey control.
 DE8729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8729.See file dsdata.txt to determine how the superseded data were derived.
 DE8729
 DE8729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6021477702(NAD 83)
 DE8729_MARKER: DB = BENCH MARK DISK
 DE8729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8729_STAMPING: 8101 L
 DE8729_MARK LOGO: MNDT  
 DE8729_PROJECTION: FLUSH
 DE8729_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE8729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8729+STABILITY: SURFACE MOTION
 DE8729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8729+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DE8729
 DE8729  HISTORY     - Date     Condition        Report By
 DE8729  HISTORY     - 1966     MONUMENTED       MNDT
 DE8729  HISTORY     - 19991123 GOOD             MNDT
 DE8729  HISTORY     - 20020710 GOOD             MNDT
 DE8729
 DE8729                          STATION DESCRIPTION
 DE8729
 DE8729'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DE8729'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 11.15 MI (17.94
 DE8729'KM) NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 29.6,
 DE8729'75 FT (22.9 M) EAST OF TH 13, 5.75 FT (1.75 M) SE OF FIBER OPTIC
 DE8729'WARNING POST, 3.25 FT (0.99 M) EAST OF P-POLE NO 78, 1.9 FT (0.6 M)
 DE8729'SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DE8729
 DE8729                          STATION RECOVERY (2002)
 DE8729
 DE8729'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE8729'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 11.15 MI (17.94
 DE8729'KM) NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 29.6,
 DE8729'75 FT (22.9 M) EAST OF TH 13, 5.75 FT (1.75 M) SE OF FIBER OPTIC
 DE8729'WARNING POST, 3.25 FT (0.99 M) EAST OF P-POLE NO 78, 1.9 FT (0.6 M)
 DE8729'SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3539 ***********************************************************************
 PP3539  DESIGNATION -  8101 M
 PP3539  PID         -  PP3539
 PP3539  STATE/COUNTY-  MN/WASECA
 PP3539  USGS QUAD   -  WASECA (1991)
 PP3539
 PP3539                         *CURRENT SURVEY CONTROL
 PP3539  ___________________________________________________________________
 PP3539* NAD 83(1986)-  44 04 31.     (N)    093 30 31.     (W)     SCALED    
 PP3539* NAVD 88     -       352.659  (meters)    1157.02   (feet)  ADJUSTED  
 PP3539  ___________________________________________________________________
 PP3539  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 PP3539  DYNAMIC HT  -         352.596 (meters)    1156.81  (feet)  COMP
 PP3539  MODELED GRAV-     980,429.6   (mgal)                       NAVD 88
 PP3539
 PP3539  VERT ORDER  -  SECOND    CLASS I
 PP3539
 PP3539.The horizontal coordinates were scaled from a topographic map and have
 PP3539.an estimated accuracy of +/- 6 seconds.
 PP3539
 PP3539.The orthometric height was determined by differential leveling
 PP3539.and adjusted by the National Geodetic Survey in June 1995..
 PP3539
 PP3539.The geoid height was determined by GEOID03.
 PP3539
 PP3539.The dynamic height is computed by dividing the NAVD 88
 PP3539.geopotential number by the normal gravity value computed on the
 PP3539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3539.degrees latitude (g = 980.6199 gals.).
 PP3539
 PP3539.The modeled gravity was interpolated from observed gravity values.
 PP3539
 PP3539;                    North         East    Units  Estimated Accuracy
 PP3539;SPC MN S     -   219,590.      839,360.      MT  (+/- 180 meters Scaled)
 PP3539
 PP3539                          SUPERSEDED SURVEY CONTROL
 PP3539
 PP3539.No superseded survey control is available for this station.
 PP3539
 PP3539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ592803(NAD 83)
 PP3539_MARKER: DV = VERTICAL CONTROL DISK
 PP3539_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PP3539+WITH SETTING: PAVEMENT
 PP3539_SP_SET: WATER TANK BASE
 PP3539_STAMPING: 8101 M 1988
 PP3539_MARK LOGO: MNDT  
 PP3539_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3539+STABILITY: SURFACE MOTION
 PP3539
 PP3539  HISTORY     - Date     Condition        Report By
 PP3539  HISTORY     - 1988     MONUMENTED       MNDT
 PP3539
 PP3539                          STATION DESCRIPTION
 PP3539
 PP3539'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3539'THE MARK IS LOCATED IN THE CITY OF WASECA, 0.08 MILE (0.13 KM) WEST
 PP3539'ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH TRUNK HIGHWAY 13 IN
 PP3539'WASECA, TO ITS JUNCTION WITH 2ND STREET SOUTHWEST, THENCE LEFT
 PP3539'(SOUTH) 0.2 MILE, AT THE CITY WATER TANK (WEST ONE OF TWO), AND IN
 PP3539'THE NE 1/4 OF SECTION 18, T107N, R22W.  IT IS 43.5 FEET (13.3 M) EAST
 PP3539'OF AND ABOUT 2 FEET (0.6 M) HIGHER THAN THE CENTERLINE OF 2ND STREET
 PP3539'SOUTHWEST, 56.3 FEET (17.2 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 PP3539'OF THE CITY WORKS GARAGE, 34.9 FEET (10.6 M) NORTH-NORTHEAST OF THE
 PP3539'NORTHWEST CORNER OF THE PUMP HOUSE, AND 15.5 FEET (4.7 M)
 PP3539'WEST-NORTHWEST OF A FIRE HYDRANT.  THE MARK, A STANDARD MNDT VERTICAL
 PP3539'CONTROL MONUMENT DISK STAMPED---8101 M 1988---, IS SET IN A DRILL
 PP3539'HOLE IN THE CONCRETE BASE AT NORTHWEST CORNER OF THE MOST WESTERLY
 PP3539'LEG (8 LEGS) OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI6544 ***********************************************************************
 AI6544  DESIGNATION -  8101 P
 AI6544  PID         -  AI6544
 AI6544  STATE/COUNTY-  MN/WASECA
 AI6544  USGS QUAD   -  MERIDEN (1992)
 AI6544
 AI6544                         *CURRENT SURVEY CONTROL
 AI6544  ___________________________________________________________________
 AI6544* NAD 83(1996)-  44 03 46.99448(N)    093 29 44.95447(W)     ADJUSTED  
 AI6544* NAVD 88     -       354.006  (meters)    1161.43   (feet)  ADJUSTED  
 AI6544  ___________________________________________________________________
 AI6544  X           -    -279,929.865 (meters)                     COMP
 AI6544  Y           -  -4,582,298.119 (meters)                     COMP
 AI6544  Z           -   4,413,354.987 (meters)                     COMP
 AI6544  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 AI6544  ELLIP HEIGHT-         325.37  (meters)          (07/31/00) GPS OBS
 AI6544  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 AI6544  DYNAMIC HT  -         353.943 (meters)    1161.23  (feet)  COMP
 AI6544  MODELED GRAV-     980,429.5   (mgal)                       NAVD 88
 AI6544
 AI6544  HORZ ORDER  -  FIRST
 AI6544  VERT ORDER  -  SECOND    CLASS I
 AI6544  ELLP ORDER  -  FOURTH    CLASS I
 AI6544
 AI6544.The horizontal coordinates were established by GPS observations
 AI6544.and adjusted by the National Geodetic Survey in July 2000..
 AI6544
 AI6544.The orthometric height was determined by differential leveling
 AI6544.and adjusted by the National Geodetic Survey in August 2004..
 AI6544
 AI6544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI6544
 AI6544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI6544
 AI6544.The ellipsoidal height was determined by GPS observations
 AI6544.and is referenced to NAD 83.
 AI6544
 AI6544.The geoid height was determined by GEOID03.
 AI6544
 AI6544.The dynamic height is computed by dividing the NAVD 88
 AI6544.geopotential number by the normal gravity value computed on the
 AI6544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6544.degrees latitude (g = 980.6199 gals.).
 AI6544
 AI6544.The modeled gravity was interpolated from observed gravity values.
 AI6544
 AI6544;                    North         East     Units Scale Factor Converg.
 AI6544;SPC MN S     -   218,242.396   840,393.223   MT  0.99995114   +0 21 12.2
 AI6544;UTM  15      - 4,878,995.644   460,290.124   MT  0.99961939   -0 20 41.4
 AI6544
 AI6544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI6544!SPC MN S     -   0.99994898  x   0.99995114  =   0.99990013
 AI6544!UTM  15      -   0.99994898  x   0.99961939  =   0.99956839
 AI6544
 AI6544:                Primary Azimuth Mark                     Grid Az
 AI6544:SPC MN S     -  AITER                                    097 43 32.5
 AI6544:UTM  15      -  AITER                                    098 25 26.1
 AI6544
 AI6544|---------------------------------------------------------------------|
 AI6544| PID    Reference Object                     Distance      Geod. Az  |
 AI6544|                                                           dddmmss.s |
 AI6544| AI6547 AITER                               438.317 METERS 0980444.7 |
 AI6544|---------------------------------------------------------------------|
 AI6544
 AI6544                          SUPERSEDED SURVEY CONTROL
 AI6544
 AI6544  NAVD 88 (07/31/00)  354.01   (m)         1161.4    (f) LEVELING    3  
 AI6544
 AI6544.Superseded values are not recommended for survey control.
 AI6544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6544.See file dsdata.txt to determine how the superseded data were derived.
 AI6544
 AI6544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6029078996(NAD 83)
 AI6544_MARKER: DD = SURVEY DISK
 AI6544_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI6544_STAMPING: 8101 P 1998
 AI6544_MARK LOGO: MNDT  
 AI6544_PROJECTION: RECESSED 3 CENTIMETERS
 AI6544_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI6544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI6544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6544+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 AI6544_ROD/PIPE-DEPTH: 19.8 meters
 AI6544
 AI6544  HISTORY     - Date     Condition        Report By
 AI6544  HISTORY     - 1998     MONUMENTED       MNDT
 AI6544  HISTORY     - 19980406 GOOD             MNDT
 AI6544  HISTORY     - 19991123 GOOD             MNDT
 AI6544  HISTORY     - 20020710 GOOD             MNDT
 AI6544  HISTORY     - 20040526 GOOD             MNDT
 AI6544
 AI6544                          STATION DESCRIPTION
 AI6544
 AI6544'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AI6544'THE MARK IS LOCATED 0.5 MI (0.8 KM) SOUTH OF WASECA IN MN-DOT MAINT
 AI6544'YARD, 1.4 MI (2.3 KM) SOUTH ALONG TH 13 FROM JCT OF TH 13 AND TH 14 IN
 AI6544'WASECA, TO TH 13 MP 30.5, THEN 0.02 MI (0.03 KM) NORTH ON RD, THEN
 AI6544'0.04 MI (0.06 KM) SE INSIDE MAINT YARD, 124 FT (37.8 M) NE OF SE COR
 AI6544'OF FENCE AROUND MAINT YARD, 6.5 FT (2.0 M) NW OF FENCE, AND 5.6 FT
 AI6544'(1.7 M) NW OF WIT POST.
 AI6544
 AI6544                          STATION RECOVERY (1998)
 AI6544
 AI6544'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 AI6544'THE MARK IS LOCATED 0.5 MI (0.8 KM) SOUTH OF WASECA IN MN-DOT MAINT
 AI6544'YARD, 1.4 MI (2.3 KM) SOUTH ALONG TH 13 FROM JCT OF TH 13 AND TH 14 IN
 AI6544'WASECA, TO TH 13 MP 30.5, THEN 0.02 MI (0.03 KM) NORTH ON RD, THEN
 AI6544'0.04 MI (0.06 KM) SE INSIDE MAINT YARD, 124 FT (37.8 M) NE OF SE COR
 AI6544'OF FENCE AROUND MAINT YARD, 6.5 FT (2.0 M) NW OF FENCE, AND 5.6 FT
 AI6544'(1.7 M) NW OF WIT POST.
 AI6544
 AI6544                          STATION RECOVERY (1999)
 AI6544
 AI6544'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AI6544'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 AI6544'RECESSED 1 IN, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH 65 FT.
 AI6544
 AI6544                          STATION RECOVERY (2002)
 AI6544
 AI6544'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 AI6544'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 AI6544'RECESSED 1 IN, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH 65 FT.
 AI6544
 AI6544                          STATION RECOVERY (2004)
 AI6544
 AI6544'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AI6544'0.5 MILES (0.8 KM) SOUTH OF WASECA IN MN-DOT MAINT YARD, 1.4 MILES
 AI6544'(2.3 KM) SOUTH ALONG TRUNK HIGHWAY 13 FROM JUNCTION OF TRUNK HIGHWAY
 AI6544'13 AND TRUNK HIGHWAY 1 4 IN WASECA TO TRUNK HIGHWAY 13 MILEPOINT 30.5,
 AI6544'THENCE 0.02 MILES (0.03 KM) NORT H ON ROAD, THEN 0.04 MILES (0.06 KM)
 AI6544'SOUTHEAST INSIDE MAINT YARD, 124 FEET (37.8 M) NORTH EAST OF SOUTHEAST
 AI6544'CORNER OF FENCE AROUND MAINT YARD, 6.5 FEET (2.0 M) NORTHWES T OF
 AI6544'FENCE, 5.6 FEET (1.7 M) NORTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8730 ***********************************************************************
 DE8730  DESIGNATION -  8101 P 1
 DE8730  PID         -  DE8730
 DE8730  STATE/COUNTY-  MN/WASECA
 DE8730  USGS QUAD   -  NEW RICHLAND (1967)
 DE8730
 DE8730                         *CURRENT SURVEY CONTROL
 DE8730  ___________________________________________________________________
 DE8730* NAD 83(1996)-  43 54 21.83129(N)    093 29 10.29090(W)     ADJUSTED  
 DE8730* NAVD 88     -       357.238  (meters)    1172.04   (feet)  ADJUSTED  
 DE8730  ___________________________________________________________________
 DE8730  X           -    -279,896.571 (meters)                     COMP
 DE8730  Y           -  -4,594,439.208 (meters)                     COMP
 DE8730  Z           -   4,400,805.316 (meters)                     COMP
 DE8730  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 DE8730  ELLIP HEIGHT-         328.24  (meters)          (12/09/02) GPS OBS
 DE8730  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DE8730  DYNAMIC HT  -         357.161 (meters)    1171.79  (feet)  COMP
 DE8730  MODELED GRAV-     980,392.4   (mgal)                       NAVD 88
 DE8730
 DE8730  HORZ ORDER  -  FIRST
 DE8730  VERT ORDER  -  SECOND    CLASS I
 DE8730  ELLP ORDER  -  SECOND    CLASS I
 DE8730
 DE8730.The horizontal coordinates were established by GPS observations
 DE8730.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8730
 DE8730.The orthometric height was determined by differential leveling
 DE8730.and adjusted by the National Geodetic Survey in August 2004..
 DE8730
 DE8730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8730
 DE8730.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8730
 DE8730.The ellipsoidal height was determined by GPS observations
 DE8730.and is referenced to NAD 83.
 DE8730
 DE8730.The geoid height was determined by GEOID03.
 DE8730
 DE8730.The dynamic height is computed by dividing the NAVD 88
 DE8730.geopotential number by the normal gravity value computed on the
 DE8730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8730.degrees latitude (g = 980.6199 gals.).
 DE8730
 DE8730.The modeled gravity was interpolated from observed gravity values.
 DE8730
 DE8730;                    North         East     Units Scale Factor Converg.
 DE8730;SPC MN S     -   200,804.754   841,274.278   MT  0.99997567   +0 21 36.5
 DE8730;UTM  15      - 4,861,554.563   460,958.529   MT  0.99961875   -0 20 13.8
 DE8730
 DE8730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8730!SPC MN S     -   0.99994853  x   0.99997567  =   0.99992420
 DE8730!UTM  15      -   0.99994853  x   0.99961875  =   0.99956730
 DE8730
 DE8730:                Primary Azimuth Mark                     Grid Az
 DE8730:SPC MN S     -  8101 A                                   357 34 02.8
 DE8730:UTM  15      -  8101 A                                   358 15 53.1
 DE8730
 DE8730|---------------------------------------------------------------------|
 DE8730| PID    Reference Object                     Distance      Geod. Az  |
 DE8730|                                                           dddmmss.s |
 DE8730| DE8723 8101 A                              APPROX. 1.6 KM 3575539.3 |
 DE8730| DE8731 8101 Q                              APPROX. 0.9 KM 3584214.4 |
 DE8730|---------------------------------------------------------------------|
 DE8730
 DE8730                          SUPERSEDED SURVEY CONTROL
 DE8730
 DE8730  NAVD 88 (12/09/02)  357.24   (m)         1172.0    (f) LEVELING    3  
 DE8730
 DE8730.Superseded values are not recommended for survey control.
 DE8730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8730.See file dsdata.txt to determine how the superseded data were derived.
 DE8730
 DE8730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6095961555(NAD 83)
 DE8730_MARKER: DV = VERTICAL CONTROL DISK
 DE8730_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8730_STAMPING: 8101 P 1 1999
 DE8730_MARK LOGO: MNDT  
 DE8730_PROJECTION: RECESSED 3 CENTIMETERS
 DE8730_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8730+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 DE8730_ROD/PIPE-DEPTH:  9.1 meters
 DE8730
 DE8730  HISTORY     - Date     Condition        Report By
 DE8730  HISTORY     - 1999     MONUMENTED       MNDT
 DE8730  HISTORY     - 19991123 GOOD             MNDT
 DE8730  HISTORY     - 20020710 GOOD             MNDT
 DE8730  HISTORY     - 20040526 GOOD             MNDT
 DE8730
 DE8730                          STATION DESCRIPTION
 DE8730
 DE8730'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DE8730'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1 MI (1.6 KM)
 DE8730'NORTH OF NEW RICHLAND, 1 MI (1.6 KM) NORTH ALONG TH 13, 52 FT (15.8 M)
 DE8730'SOUTH OF CO RD 8, 30 FT (9.1 M) EAST OF ENTRANCE, 25 FT (7.6 M) WEST
 DE8730'OF P-POLE, 0.9 FT (27.4 CM) WEST OF WIT POST, RECESSED 1 IN, MAGNETIC
 DE8730'AND SUITABLE FOR GPS.  ROD DEPTH IS 30 FT.  (9.1 M) DISK AND ROD SET
 DE8730'IN 1989 THEN STAMPED IN 1999.
 DE8730
 DE8730                          STATION RECOVERY (2002)
 DE8730
 DE8730'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE8730'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1 MI (1.6 KM)
 DE8730'NORTH OF NEW RICHLAND, 1 MI (1.6 KM) NORTH ALONG TH 13, 52 FT (15.8 M)
 DE8730'SOUTH OF CO RD 8, 30 FT (9.1 M) EAST OF ENTRANCE, 25 FT (7.6 M) WEST
 DE8730'OF P-POLE, 0.9 FT (27.4 CM) WEST OF WIT POST, RECESSED 1 IN, MAGNETIC
 DE8730'AND SUITABLE FOR GPS.  ROD DEPTH IS 30 FT.  (9.1 M) DISK AND ROD SET
 DE8730'IN 1989 THEN STAMPED IN 1999.
 DE8730
 DE8730                          STATION RECOVERY (2004)
 DE8730
 DE8730'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 DE8730'1 MILES (1.6 KM) NORTH OF NEW RICHLAND, 1 MILES (1.6 KM) NORTH ALONG
 DE8730'TRUNK HIGHWAY 13 FR OM JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY
 DE8730'30 IN NEW RICHLAND, AT TRUNK HIGHWAY 13 MILEPOINT 19.5, 155 EAST OF
 DE8730'TRUNK HIGHWAY 13, 52 F EET SOUTH OF COUNTY ROAD 8, 30 FEET (9.1 M)
 DE8730'EAST OF ENTRANCE, 24.25 FEET (7.39 M) WEST OF POWER POLE, 0.9 FEET
 DE8730'(27.4 CM) WEST OF WITNESS POST, MARK SET IN 1989 AND STA MPED IN 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8731 ***********************************************************************
 DE8731  DESIGNATION -  8101 Q
 DE8731  PID         -  DE8731
 DE8731  STATE/COUNTY-  MN/WASECA
 DE8731  USGS QUAD   -  NEW RICHLAND (1967)
 DE8731
 DE8731                         *CURRENT SURVEY CONTROL
 DE8731  ___________________________________________________________________
 DE8731* NAD 83(1996)-  43 54 50.16804(N)    093 29 11.17770(W)     ADJUSTED  
 DE8731* NAVD 88     -       353.602  (meters)    1160.11   (feet)  ADJUSTED  
 DE8731  ___________________________________________________________________
 DE8731  X           -    -279,879.277 (meters)                     COMP
 DE8731  Y           -  -4,593,829.943 (meters)                     COMP
 DE8731  Z           -   4,401,432.915 (meters)                     COMP
 DE8731  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 DE8731  ELLIP HEIGHT-         324.62  (meters)          (12/09/02) GPS OBS
 DE8731  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DE8731  DYNAMIC HT  -         353.526 (meters)    1159.86  (feet)  COMP
 DE8731  MODELED GRAV-     980,394.4   (mgal)                       NAVD 88
 DE8731
 DE8731  HORZ ORDER  -  FIRST
 DE8731  VERT ORDER  -  SECOND    CLASS I
 DE8731  ELLP ORDER  -  SECOND    CLASS I
 DE8731
 DE8731.The horizontal coordinates were established by GPS observations
 DE8731.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8731
 DE8731.The orthometric height was determined by differential leveling
 DE8731.and adjusted by the National Geodetic Survey in August 2004..
 DE8731
 DE8731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8731
 DE8731.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8731
 DE8731.The ellipsoidal height was determined by GPS observations
 DE8731.and is referenced to NAD 83.
 DE8731
 DE8731.The geoid height was determined by GEOID03.
 DE8731
 DE8731.The dynamic height is computed by dividing the NAVD 88
 DE8731.geopotential number by the normal gravity value computed on the
 DE8731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8731.degrees latitude (g = 980.6199 gals.).
 DE8731
 DE8731.The modeled gravity was interpolated from observed gravity values.
 DE8731
 DE8731;                    North         East     Units Scale Factor Converg.
 DE8731;SPC MN S     -   201,679.177   841,248.995   MT  0.99997426   +0 21 35.9
 DE8731;UTM  15      - 4,862,428.917   460,943.896   MT  0.99961876   -0 20 14.6
 DE8731
 DE8731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8731!SPC MN S     -   0.99994910  x   0.99997426  =   0.99992336
 DE8731!UTM  15      -   0.99994910  x   0.99961876  =   0.99956788
 DE8731
 DE8731:                Primary Azimuth Mark                     Grid Az
 DE8731:SPC MN S     -  8101 R                                   359 42 14.1
 DE8731:UTM  15      -  8101 R                                   000 24 04.6
 DE8731
 DE8731|---------------------------------------------------------------------|
 DE8731| PID    Reference Object                     Distance      Geod. Az  |
 DE8731|                                                           dddmmss.s |
 DE8731| DE8732 8101 R                              APPROX. 1.6 KM 0000350.0 |
 DE8731| DE8723 8101 A                              APPROX. 0.7 KM 3570016.5 |
 DE8731|---------------------------------------------------------------------|
 DE8731
 DE8731                          SUPERSEDED SURVEY CONTROL
 DE8731
 DE8731  NAVD 88 (12/09/02)  353.60   (m)         1160.1    (f) LEVELING    3  
 DE8731
 DE8731.Superseded values are not recommended for survey control.
 DE8731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8731.See file dsdata.txt to determine how the superseded data were derived.
 DE8731
 DE8731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6094462429(NAD 83)
 DE8731_MARKER: DV = VERTICAL CONTROL DISK
 DE8731_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8731_STAMPING: 8101 Q 1999
 DE8731_MARK LOGO: MNDT  
 DE8731_PROJECTION: FLUSH
 DE8731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8731+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DE8731_ROD/PIPE-DEPTH:  9.1 meters
 DE8731
 DE8731  HISTORY     - Date     Condition        Report By
 DE8731  HISTORY     - 1989     MONUMENTED       MNDT
 DE8731  HISTORY     - 19991123 GOOD             MNDT
 DE8731  HISTORY     - 20020710 GOOD             MNDT
 DE8731
 DE8731                          STATION DESCRIPTION
 DE8731
 DE8731'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DE8731'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DE8731'NORTH OF NEW RICHLAND, 1.5 MI (2.4 KM) NORTH ALONG TH 13 FROM JCT OF
 DE8731'TH 13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 20.0, 69.5 FT (21.2 M)
 DE8731'EAST OF TH 13, 37 FT (11.3 M) EAST OF MILEPOST 20, 59.3 FT (18.1 M)
 DE8731'SSW OF P-POLE, 5.6 FT (1.7 M) WEST OF FENCE, 1.1 FT (0.3 M) WEST OF
 DE8731'WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 30 FT.
 DE8731'(9.1 M) DISK AND ROD SET IN 1989 THEN STAMPED IN 1999.
 DE8731
 DE8731                          STATION RECOVERY (2002)
 DE8731
 DE8731'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE8731'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DE8731'NORTH OF NEW RICHLAND, 1.5 MI (2.4 KM) NORTH ALONG TH 13 FROM JCT OF
 DE8731'TH 13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 20.0, 69.5 FT (21.2 M)
 DE8731'EAST OF TH 13, 37 FT (11.3 M) EAST OF MILEPOST 20, 59.3 FT (18.1 M)
 DE8731'SSW OF P-POLE, 5.6 FT (1.7 M) WEST OF FENCE, 1.1 FT (0.3 M) WEST OF
 DE8731'WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 30 FT.
 DE8731'(9.1 M).  DISK AND ROD SET IN 1989 THEN STAMPED IN 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8732 ***********************************************************************
 DE8732  DESIGNATION -  8101 R
 DE8732  PID         -  DE8732
 DE8732  STATE/COUNTY-  MN/WASECA
 DE8732  USGS QUAD   -  NEW RICHLAND (1967)
 DE8732
 DE8732                         *CURRENT SURVEY CONTROL
 DE8732  ___________________________________________________________________
 DE8732* NAD 83(1996)-  43 55 42.70791(N)    093 29 11.09664(W)     ADJUSTED  
 DE8732* NAVD 88     -       354.779  (meters)    1163.97   (feet)  ADJUSTED  
 DE8732  ___________________________________________________________________
 DE8732  X           -    -279,809.118 (meters)                     COMP
 DE8732  Y           -  -4,592,708.105 (meters)                     COMP
 DE8732  Z           -   4,402,601.847 (meters)                     COMP
 DE8732  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 DE8732  ELLIP HEIGHT-         325.84  (meters)          (12/09/02) GPS OBS
 DE8732  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DE8732  DYNAMIC HT  -         354.704 (meters)    1163.72  (feet)  COMP
 DE8732  MODELED GRAV-     980,398.0   (mgal)                       NAVD 88
 DE8732
 DE8732  HORZ ORDER  -  FIRST
 DE8732  VERT ORDER  -  SECOND    CLASS I
 DE8732  ELLP ORDER  -  SECOND    CLASS I
 DE8732
 DE8732.The horizontal coordinates were established by GPS observations
 DE8732.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8732
 DE8732.The orthometric height was determined by differential leveling
 DE8732.and adjusted by the National Geodetic Survey in August 2004..
 DE8732
 DE8732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8732
 DE8732.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8732
 DE8732.The ellipsoidal height was determined by GPS observations
 DE8732.and is referenced to NAD 83.
 DE8732
 DE8732.The geoid height was determined by GEOID03.
 DE8732
 DE8732.The dynamic height is computed by dividing the NAVD 88
 DE8732.geopotential number by the normal gravity value computed on the
 DE8732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8732.degrees latitude (g = 980.6199 gals.).
 DE8732
 DE8732.The modeled gravity was interpolated from observed gravity values.
 DE8732
 DE8732;                    North         East     Units Scale Factor Converg.
 DE8732;SPC MN S     -   203,300.708   841,240.616   MT  0.99997170   +0 21 35.9
 DE8732;UTM  15      - 4,864,049.855   460,955.250   MT  0.99961875   -0 20 14.9
 DE8732
 DE8732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8732!SPC MN S     -   0.99994891  x   0.99997170  =   0.99992061
 DE8732!UTM  15      -   0.99994891  x   0.99961875  =   0.99956768
 DE8732
 DE8732:                Primary Azimuth Mark                     Grid Az
 DE8732:SPC MN S     -  8101 A                                   182 14 26.1
 DE8732:UTM  15      -  8101 A                                   182 56 16.9
 DE8732
 DE8732|---------------------------------------------------------------------|
 DE8732| PID    Reference Object                     Distance      Geod. Az  |
 DE8732|                                                           dddmmss.s |
 DE8732| DE8723 8101 A                              APPROX. 0.9 KM 1823602.0 |
 DE8732| DE8724 8101 B                              APPROX. 0.7 KM 3460719.4 |
 DE8732|---------------------------------------------------------------------|
 DE8732
 DE8732                          SUPERSEDED SURVEY CONTROL
 DE8732
 DE8732  NAVD 88 (12/09/02)  354.78   (m)         1164.0    (f) LEVELING    3  
 DE8732
 DE8732.Superseded values are not recommended for survey control.
 DE8732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8732.See file dsdata.txt to determine how the superseded data were derived.
 DE8732
 DE8732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6095564050(NAD 83)
 DE8732_MARKER: DV = VERTICAL CONTROL DISK
 DE8732_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8732_STAMPING: 8101 R 1999
 DE8732_MARK LOGO: MNDT  
 DE8732_PROJECTION: FLUSH
 DE8732_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8732+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DE8732_ROD/PIPE-DEPTH:  6.4 meters
 DE8732
 DE8732  HISTORY     - Date     Condition        Report By
 DE8732  HISTORY     - 1989     MONUMENTED       MNDT
 DE8732  HISTORY     - 19991123 GOOD             MNDT
 DE8732  HISTORY     - 20020710 GOOD             MNDT
 DE8732
 DE8732                          STATION DESCRIPTION
 DE8732
 DE8732'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DE8732'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.5 MI (4.0 KM)
 DE8732'NORTH OF NEW RICHLAND, 2.5 MI (4.0 KM) NORTH ALONG TH 13 FROM JCT OF
 DE8732'TH 13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 21.0, 65 FT (19.8 M) EAST
 DE8732'OF TH 13, 33.3 FT (10.1 M) EAST OF MILEPOST 21, 67.5 FT (20.6 M) NORTH
 DE8732'OF P-POLE, 1.6 FT (0.5 M) EAST OF WIT POST, FLUSH, MAGNETIC AND
 DE8732'SUITABLE FOR GPS, ROD DEPTH IS 21 FT.  (6.4 M) DISK AND ROD SET IN
 DE8732'1989 THEN STAMPED IN 1999.
 DE8732
 DE8732                          STATION RECOVERY (2002)
 DE8732
 DE8732'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE8732'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.5 MI (4.0 KM)
 DE8732'NORTH OF NEW RICHLAND, 2.5 MI (4.0 KM) NORTH ALONG TH 13 FROM JCT OF
 DE8732'TH 13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 21.0, 65 FT (19.8 M) EAST
 DE8732'OF TH 13, 33.3 FT (10.1 M) EAST OF MILEPOST 21, 67.5 FT (20.6 M) NORTH
 DE8732'OF P-POLE, 1.6 FT (0.5 M) EAST OF WIT POST, FLUSH, MAGNETIC AND
 DE8732'SUITABLE FOR GPS, ROD DEPTH IS 21 FT (6.4 M).  DISK AND ROD SET IN
 DE8732'1989 THEN STAMPED IN 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8733 ***********************************************************************
 DE8733  DESIGNATION -  8101 S
 DE8733  PID         -  DE8733
 DE8733  STATE/COUNTY-  MN/WASECA
 DE8733  USGS QUAD   -  NEW RICHLAND (1967)
 DE8733
 DE8733                         *CURRENT SURVEY CONTROL
 DE8733  ___________________________________________________________________
 DE8733* NAD 83(1996)-  43 57 50.98491(N)    093 29 29.02070(W)     ADJUSTED  
 DE8733* NAVD 88     -       349.663  (meters)    1147.19   (feet)  ADJUSTED  
 DE8733  ___________________________________________________________________
 DE8733  X           -    -280,040.661 (meters)                     COMP
 DE8733  Y           -  -4,589,937.516 (meters)                     COMP
 DE8733  Z           -   4,405,449.063 (meters)                     COMP
 DE8733  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 DE8733  ELLIP HEIGHT-         320.81  (meters)          (12/09/02) GPS OBS
 DE8733  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DE8733  DYNAMIC HT  -         349.592 (meters)    1146.95  (feet)  COMP
 DE8733  MODELED GRAV-     980,406.1   (mgal)                       NAVD 88
 DE8733
 DE8733  HORZ ORDER  -  FIRST
 DE8733  VERT ORDER  -  SECOND    CLASS I
 DE8733  ELLP ORDER  -  SECOND    CLASS I
 DE8733
 DE8733.The horizontal coordinates were established by GPS observations
 DE8733.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8733
 DE8733.The orthometric height was determined by differential leveling
 DE8733.and adjusted by the National Geodetic Survey in August 2004..
 DE8733
 DE8733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8733
 DE8733.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8733
 DE8733.The ellipsoidal height was determined by GPS observations
 DE8733.and is referenced to NAD 83.
 DE8733
 DE8733.The geoid height was determined by GEOID03.
 DE8733
 DE8733.The dynamic height is computed by dividing the NAVD 88
 DE8733.geopotential number by the normal gravity value computed on the
 DE8733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8733.degrees latitude (g = 980.6199 gals.).
 DE8733
 DE8733.The modeled gravity was interpolated from observed gravity values.
 DE8733
 DE8733;                    North         East     Units Scale Factor Converg.
 DE8733;SPC MN S     -   207,257.177   840,816.184   MT  0.99996573   +0 21 23.4
 DE8733;UTM  15      - 4,868,009.813   460,579.147   MT  0.99961911   -0 20 28.1
 DE8733
 DE8733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8733!SPC MN S     -   0.99994970  x   0.99996573  =   0.99991543
 DE8733!UTM  15      -   0.99994970  x   0.99961911  =   0.99956883
 DE8733
 DE8733:                Primary Azimuth Mark                     Grid Az
 DE8733:SPC MN S     -  8101 F                                   352 26 15.6
 DE8733:UTM  15      -  8101 F                                   353 08 07.1
 DE8733
 DE8733|---------------------------------------------------------------------|
 DE8733| PID    Reference Object                     Distance      Geod. Az  |
 DE8733|                                                           dddmmss.s |
 DE8733| DE8726 8101 F                              APPROX. 1.6 KM 3524739.0 |
 DE8733| DE8734 8101 T                              APPROX. 0.7 KM 3595858.1 |
 DE8733|---------------------------------------------------------------------|
 DE8733
 DE8733                          SUPERSEDED SURVEY CONTROL
 DE8733
 DE8733  NAVD 88 (12/09/02)  349.67   (m)         1147.2    (f) LEVELING    3  
 DE8733
 DE8733.Superseded values are not recommended for survey control.
 DE8733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8733.See file dsdata.txt to determine how the superseded data were derived.
 DE8733
 DE8733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6057968010(NAD 83)
 DE8733_MARKER: DV = VERTICAL CONTROL DISK
 DE8733_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8733_STAMPING: 8101 S 1999
 DE8733_MARK LOGO: MNDT  
 DE8733_PROJECTION: FLUSH
 DE8733_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8733+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DE8733_ROD/PIPE-DEPTH:  8.5 meters
 DE8733
 DE8733  HISTORY     - Date     Condition        Report By
 DE8733  HISTORY     - 1989     MONUMENTED       MNDT
 DE8733  HISTORY     - 19991123 GOOD             MNDT
 DE8733  HISTORY     - 20020710 GOOD             MNDT
 DE8733
 DE8733                          STATION DESCRIPTION
 DE8733
 DE8733'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DE8733'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5 MI (8.0 KM)
 DE8733'NORTH OF NEW RICHLAND, 5 MI (8.0 KM) NORTH ALONG TH 13 FROM JCT OF TH
 DE8733'13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 23.5, 74 FT (22.6 M) EAST OF
 DE8733'TH 13, 1.5 FT (0.5 M) SW OF RR SIGNPOST, 63.3 FT (19.3 M) NORTH OF
 DE8733'P-POLE, 0.7 FT (21.3 CM) WEST OF WIT POST, FLUSH, MAGNETIC AND
 DE8733'SUITABLE FOR GPS.  ROD DEPTH IS 28 FT.  (8.5 M) DISK AND ROD SET IN
 DE8733'1989 THEN STAMPED IN 1999.
 DE8733
 DE8733                          STATION RECOVERY (2002)
 DE8733
 DE8733'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE8733'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5 MI (8.0 KM)
 DE8733'NORTH OF NEW RICHLAND, 5 MI (8.0 KM) NORTH ALONG TH 13 FROM JCT OF TH
 DE8733'13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 23.5, 74 FT (22.6 M) EAST OF
 DE8733'TH 13, 1.5 FT (0.5 M) SW OF RR SIGNPOST, 63.3 FT (19.3 M) NORTH OF
 DE8733'P-POLE, 0.7 FT (21.3 CM) WEST OF WIT POST, FLUSH, MAGNETIC AND
 DE8733'SUITABLE FOR GPS.  ROD DEPTH IS 28 FT.  (8.5 M) DISK AND ROD SET IN
 DE8733'1989 THEN STAMPED IN 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8734 ***********************************************************************
 DE8734  DESIGNATION -  8101 T
 DE8734  PID         -  DE8734
 DE8734  STATE/COUNTY-  MN/WASECA
 DE8734  USGS QUAD   -  NEW RICHLAND (1967)
 DE8734
 DE8734                         *CURRENT SURVEY CONTROL
 DE8734  ___________________________________________________________________
 DE8734* NAD 83(1996)-  43 58 13.83080(N)    093 29 29.03019(W)     ADJUSTED  
 DE8734* NAVD 88     -       348.914  (meters)    1144.73   (feet)  ADJUSTED  
 DE8734  ___________________________________________________________________
 DE8734  X           -    -280,011.026 (meters)                     COMP
 DE8734  Y           -  -4,589,448.318 (meters)                     COMP
 DE8734  Z           -   4,405,956.070 (meters)                     COMP
 DE8734  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 DE8734  ELLIP HEIGHT-         320.06  (meters)          (12/09/02) GPS OBS
 DE8734  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DE8734  DYNAMIC HT  -         348.843 (meters)    1144.50  (feet)  COMP
 DE8734  MODELED GRAV-     980,407.5   (mgal)                       NAVD 88
 DE8734
 DE8734  HORZ ORDER  -  FIRST
 DE8734  VERT ORDER  -  SECOND    CLASS I
 DE8734  ELLP ORDER  -  SECOND    CLASS I
 DE8734
 DE8734.The horizontal coordinates were established by GPS observations
 DE8734.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8734
 DE8734.The orthometric height was determined by differential leveling
 DE8734.and adjusted by the National Geodetic Survey in August 2004..
 DE8734
 DE8734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8734
 DE8734.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8734
 DE8734.The ellipsoidal height was determined by GPS observations
 DE8734.and is referenced to NAD 83.
 DE8734
 DE8734.The geoid height was determined by GEOID03.
 DE8734
 DE8734.The dynamic height is computed by dividing the NAVD 88
 DE8734.geopotential number by the normal gravity value computed on the
 DE8734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8734.degrees latitude (g = 980.6199 gals.).
 DE8734
 DE8734.The modeled gravity was interpolated from observed gravity values.
 DE8734
 DE8734;                    North         East     Units Scale Factor Converg.
 DE8734;SPC MN S     -   207,962.261   840,811.585   MT  0.99996470   +0 21 23.4
 DE8734;UTM  15      - 4,868,714.656   460,583.133   MT  0.99961911   -0 20 28.2
 DE8734
 DE8734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8734!SPC MN S     -   0.99994982  x   0.99996470  =   0.99991452
 DE8734!UTM  15      -   0.99994982  x   0.99961911  =   0.99956894
 DE8734
 DE8734:                Primary Azimuth Mark                     Grid Az
 DE8734:SPC MN S     -  8101 F                                   346 44 58.1
 DE8734:UTM  15      -  8101 F                                   347 26 49.7
 DE8734
 DE8734|---------------------------------------------------------------------|
 DE8734| PID    Reference Object                     Distance      Geod. Az  |
 DE8734|                                                           dddmmss.s |
 DE8734| DE8726 8101 F                              APPROX. 0.9 KM 3470621.5 |
 DE8734|---------------------------------------------------------------------|
 DE8734
 DE8734                          SUPERSEDED SURVEY CONTROL
 DE8734
 DE8734  NAVD 88 (12/09/02)  348.92   (m)         1144.7    (f) LEVELING    3  
 DE8734
 DE8734.Superseded values are not recommended for survey control.
 DE8734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8734.See file dsdata.txt to determine how the superseded data were derived.
 DE8734
 DE8734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6058368715(NAD 83)
 DE8734_MARKER: DV = VERTICAL CONTROL DISK
 DE8734_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8734_STAMPING: 8101 T 1999
 DE8734_MARK LOGO: MNDT  
 DE8734_PROJECTION: FLUSH
 DE8734_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8734+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 DE8734_ROD/PIPE-DEPTH:  8.5 meters
 DE8734
 DE8734  HISTORY     - Date     Condition        Report By
 DE8734  HISTORY     - 1999     MONUMENTED       MNDT
 DE8734  HISTORY     - 19991123 GOOD             MNDT
 DE8734  HISTORY     - 20020710 GOOD             MNDT
 DE8734  HISTORY     - 20040526 GOOD             MNDT
 DE8734
 DE8734                          STATION DESCRIPTION
 DE8734
 DE8734'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DE8734'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5.5 MI (8.9 KM)
 DE8734'NORTH OF NEW RICHLAND, 5.5 MI (8.9 KM) NORTH ALONG TH 13 FROM JCT OF
 DE8734'TH 13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 24.0, 71 FT (21.6 M) EAST
 DE8734'OF TH 13, 41.6 FT (12.7 M) EAST OF MILEPOST 24, 88.5 FT (27.0 M) NORTH
 DE8734'OF P-POLE, 0.9 FT (27.4 CM) WEST OF WIT POST, FLUSH, MAGNETIC AND
 DE8734'SUITABLE FOR GPS.  ROD DEPTH IS 28 FT.  (8.5 M) DISK AND ROD SET IN
 DE8734'1989 THEN STAMPED IN 1999.
 DE8734
 DE8734                          STATION RECOVERY (2002)
 DE8734
 DE8734'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE8734'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5.5 MI (8.9 KM)
 DE8734'NORTH OF NEW RICHLAND, 5.5 MI (8.9 KM) NORTH ALONG TH 13 FROM JCT OF
 DE8734'TH 13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 24.0, 71 FT (21.6 M) EAST
 DE8734'OF TH 13, 41.6 FT (12.7 M) EAST OF MILEPOST 24, 88.5 FT (27.0 M) NORTH
 DE8734'OF P-POLE, 0.9 FT (27.4 CM) WEST OF WIT POST, FLUSH, MAGNETIC AND
 DE8734'SUITABLE FOR GPS.  ROD DEPTH IS 28 FT (8.5 M).  DISK AND ROD SET IN
 DE8734'1989 THEN STAMPED IN 1999.
 DE8734
 DE8734                          STATION RECOVERY (2004)
 DE8734
 DE8734'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 DE8734'5.55 MILES (8.93 KM) NORTH OF NEW RICHLAND, 5.55 MILES (8.93 KM) NORTH
 DE8734'ALONG TRUNK HIGHWAY 13 FROM JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK
 DE8734'HIGHWAY 30 IN NEW RICH LAND, AT TRUNK HIGHWAY 13 MILEPOINT 24.0, 71
 DE8734'FEET (21.6 M) EAST OF TRUNK HIGHWA Y 13, 335 FEET (102.1 M) SOUTH OF
 DE8734'FARM DRIVEWAY GOING EAST, 41.6 FEET (12.7 M) EAST OF MI LEPOINT 24, 89
 DE8734'FEET (27.1 M) NORTH OF POWER POLE NO 102, 0.82 FEET (24.99 CM) WEST OF
 DE8734'WITN ESS POST, MARK SET IN 1989, THEN STAMPED IN 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8735 ***********************************************************************
 DE8735  DESIGNATION -  8101 U
 DE8735  PID         -  DE8735
 DE8735  STATE/COUNTY-  MN/WASECA
 DE8735  USGS QUAD   -  MERIDEN (1992)
 DE8735
 DE8735                         *CURRENT SURVEY CONTROL
 DE8735  ___________________________________________________________________
 DE8735* NAD 83(1996)-  44 00 23.45630(N)    093 29 48.51139(W)     ADJUSTED  
 DE8735* NAVD 88     -       342.812  (meters)    1124.71   (feet)  ADJUSTED  
 DE8735  ___________________________________________________________________
 DE8735  X           -    -280,274.738 (meters)                     COMP
 DE8735  Y           -  -4,586,643.945 (meters)                     COMP
 DE8735  Z           -   4,408,830.546 (meters)                     COMP
 DE8735  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 DE8735  ELLIP HEIGHT-         314.05  (meters)          (12/09/02) GPS OBS
 DE8735  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DE8735  DYNAMIC HT  -         342.745 (meters)    1124.49  (feet)  COMP
 DE8735  MODELED GRAV-     980,414.0   (mgal)                       NAVD 88
 DE8735
 DE8735  HORZ ORDER  -  FIRST
 DE8735  VERT ORDER  -  SECOND    CLASS I
 DE8735  ELLP ORDER  -  SECOND    CLASS I
 DE8735
 DE8735.The horizontal coordinates were established by GPS observations
 DE8735.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8735
 DE8735.The orthometric height was determined by differential leveling
 DE8735.and adjusted by the National Geodetic Survey in August 2004..
 DE8735
 DE8735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8735
 DE8735.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8735
 DE8735.The ellipsoidal height was determined by GPS observations
 DE8735.and is referenced to NAD 83.
 DE8735
 DE8735.The geoid height was determined by GEOID03.
 DE8735
 DE8735.The dynamic height is computed by dividing the NAVD 88
 DE8735.geopotential number by the normal gravity value computed on the
 DE8735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8735.degrees latitude (g = 980.6199 gals.).
 DE8735
 DE8735.The modeled gravity was interpolated from observed gravity values.
 DE8735
 DE8735;                    North         East     Units Scale Factor Converg.
 DE8735;SPC MN S     -   211,960.164   840,352.735   MT  0.99995912   +0 21 09.7
 DE8735;UTM  15      - 4,872,716.480   460,173.144   MT  0.99961951   -0 20 42.6
 DE8735
 DE8735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8735!SPC MN S     -   0.99995076  x   0.99995912  =   0.99990988
 DE8735!UTM  15      -   0.99995076  x   0.99961951  =   0.99957029
 DE8735
 DE8735:                Primary Azimuth Mark                     Grid Az
 DE8735:SPC MN S     -  8101 I                                   359 05 01.7
 DE8735:UTM  15      -  8101 I                                   359 46 54.0
 DE8735
 DE8735|---------------------------------------------------------------------|
 DE8735| PID    Reference Object                     Distance      Geod. Az  |
 DE8735|                                                           dddmmss.s |
 DE8735| PP3195 8101 I                              APPROX. 0.8 KM 3592611.4 |
 DE8735|---------------------------------------------------------------------|
 DE8735
 DE8735                          SUPERSEDED SURVEY CONTROL
 DE8735
 DE8735  NAVD 88 (12/09/02)  342.82   (m)         1124.7    (f) LEVELING    3  
 DE8735
 DE8735.Superseded values are not recommended for survey control.
 DE8735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8735.See file dsdata.txt to determine how the superseded data were derived.
 DE8735
 DE8735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6017372716(NAD 83)
 DE8735_MARKER: DV = VERTICAL CONTROL DISK
 DE8735_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8735_STAMPING: 8101 U 1999
 DE8735_MARK LOGO: MNDT  
 DE8735_PROJECTION: RECESSED 5 CENTIMETERS
 DE8735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8735+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 DE8735_ROD/PIPE-DEPTH:  8.5 meters
 DE8735
 DE8735  HISTORY     - Date     Condition        Report By
 DE8735  HISTORY     - 1999     MONUMENTED       MNDT
 DE8735  HISTORY     - 19991123 GOOD             MNDT
 DE8735  HISTORY     - 20020710 GOOD             MNDT
 DE8735  HISTORY     - 20040526 GOOD             MNDT
 DE8735
 DE8735                          STATION DESCRIPTION
 DE8735
 DE8735'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DE8735'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5.35 MI (8.61
 DE8735'KM) SOUTH OF WASECA, 5.35 MI (8.61 KM) SOUTH ALONG TH 13 FROM JCT OF
 DE8735'TH 13 AND TH 14 IN WASECA, AT TH 13 MP 26.55, 69.5 FT (21.2 M) WEST OF
 DE8735'TH 13, 3.2 FT (1.0 M) EAST OF FENCE, 0.8 FT (24.4 CM) EAST OF WIT
 DE8735'POST, RECESSED 2 IN, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 28
 DE8735'FT.  (8.5 M) DISK AND ROD SET IN 1989 THEN STAMPED IN 1999.
 DE8735
 DE8735                          STATION RECOVERY (2002)
 DE8735
 DE8735'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE8735'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5.35 MI (8.61
 DE8735'KM) SOUTH OF WASECA, 5.35 MI (8.61 KM) SOUTH ALONG TH 13 FROM JCT OF
 DE8735'TH 13 AND TH 14 IN WASECA, AT TH 13 MP 26.55, 69.5 FT (21.2 M) WEST OF
 DE8735'TH 13, 3.2 FT (1.0 M) EAST OF FENCE, 0.8 FT (24.4 CM) EAST OF WIT
 DE8735'POST, RECESSED 2 IN, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 28
 DE8735'FT.  (8.5 M) DISK AND ROD SET IN 1989 THEN STAMPED IN 1999.
 DE8735
 DE8735                          STATION RECOVERY (2004)
 DE8735
 DE8735'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 DE8735'8.1 MILES (13.0 KM) NORTH OF NEW RICHLAND, 8.1 MILES (13.0 KM) WEST
 DE8735'ALONG TRUNK HIGHWAY 13 FROM JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK
 DE8735'HIGHWAY 30 IN NEW RICHLAN D, 5.35 MILES (8.61 KM) SOUTH OF WASECA,
 DE8735'5.35 MILES (8.61 KM) SOUTH ALONG TRUNK HIGHWAY 13 FROM JUNCTION OF
 DE8735'TRUNK HIGHWAY 13 AND TRUNK HIGHWAY 14 IN WASECA, AT TRUNK HIGHWAY 13
 DE8735'MILEPOINT 26.5, 69 FEET (21.0 M) WEST OF TRUNK HIGHWAY 13, 505 FEET
 DE8735'(153.9 M) SOUTH OF ENTRANCE TO SANITARY LANDFILL, 3.2 FEET (1.0 M)
 DE8735'EAST OF FENCE, 0.82 FEET (24.99 CM) EAST OF WITNESS POST, MARK SET IN
 DE8735'1989, THEN STAMPED IN 1999
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8736 ***********************************************************************
 DE8736  DESIGNATION -  8101 V
 DE8736  PID         -  DE8736
 DE8736  STATE/COUNTY-  MN/WASECA
 DE8736  USGS QUAD   -  MERIDEN (1992)
 DE8736
 DE8736                         *CURRENT SURVEY CONTROL
 DE8736  ___________________________________________________________________
 DE8736* NAD 83(1996)-  44 01 51.34530(N)    093 29 47.70878(W)     ADJUSTED  
 DE8736* NAVD 88     -       351.732  (meters)    1153.97   (feet)  ADJUSTED  
 DE8736  ___________________________________________________________________
 DE8736  X           -    -280,142.313 (meters)                     COMP
 DE8736  Y           -  -4,584,769.879 (meters)                     COMP
 DE8736  Z           -   4,410,787.585 (meters)                     COMP
 DE8736  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 DE8736  ELLIP HEIGHT-         323.02  (meters)          (12/09/02) GPS OBS
 DE8736  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DE8736  DYNAMIC HT  -         351.666 (meters)    1153.76  (feet)  COMP
 DE8736  MODELED GRAV-     980,420.9   (mgal)                       NAVD 88
 DE8736
 DE8736  HORZ ORDER  -  FIRST
 DE8736  VERT ORDER  -  SECOND    CLASS I
 DE8736  ELLP ORDER  -  SECOND    CLASS I
 DE8736
 DE8736.The horizontal coordinates were established by GPS observations
 DE8736.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8736
 DE8736.The orthometric height was determined by differential leveling
 DE8736.and adjusted by the National Geodetic Survey in August 2004..
 DE8736
 DE8736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8736
 DE8736.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8736
 DE8736.The ellipsoidal height was determined by GPS observations
 DE8736.and is referenced to NAD 83.
 DE8736
 DE8736.The geoid height was determined by GEOID03.
 DE8736
 DE8736.The dynamic height is computed by dividing the NAVD 88
 DE8736.geopotential number by the normal gravity value computed on the
 DE8736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8736.degrees latitude (g = 980.6199 gals.).
 DE8736
 DE8736.The modeled gravity was interpolated from observed gravity values.
 DE8736
 DE8736;                    North         East     Units Scale Factor Converg.
 DE8736;SPC MN S     -   214,672.767   840,353.909   MT  0.99995556   +0 21 10.3
 DE8736;UTM  15      - 4,875,427.951   460,207.348   MT  0.99961947   -0 20 42.6
 DE8736
 DE8736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8736!SPC MN S     -   0.99994935  x   0.99995556  =   0.99990491
 DE8736!UTM  15      -   0.99994935  x   0.99961947  =   0.99956884
 DE8736
 DE8736:                Primary Azimuth Mark                     Grid Az
 DE8736:SPC MN S     -  8101 W                                   359 45 24.1
 DE8736:UTM  15      -  8101 W                                   000 27 17.0
 DE8736
 DE8736|---------------------------------------------------------------------|
 DE8736| PID    Reference Object                     Distance      Geod. Az  |
 DE8736|                                                           dddmmss.s |
 DE8736| DE8737 8101 W                              APPROX. 0.7 KM 0000634.4 |
 DE8736| DE8738 8101 X                              APPROX. 1.4 KM 3595230.6 |
 DE8736|---------------------------------------------------------------------|
 DE8736
 DE8736                          SUPERSEDED SURVEY CONTROL
 DE8736
 DE8736  NAVD 88 (12/09/02)  351.74   (m)         1154.0    (f) LEVELING    3  
 DE8736
 DE8736.Superseded values are not recommended for survey control.
 DE8736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8736.See file dsdata.txt to determine how the superseded data were derived.
 DE8736
 DE8736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6020775428(NAD 83)
 DE8736_MARKER: DV = VERTICAL CONTROL DISK
 DE8736_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8736_STAMPING: 8101 V 1999
 DE8736_MARK LOGO: MNDT  
 DE8736_PROJECTION: RECESSED 15 CENTIMETERS
 DE8736_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8736+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 DE8736_ROD/PIPE-DEPTH:  9.1 meters
 DE8736
 DE8736  HISTORY     - Date     Condition        Report By
 DE8736  HISTORY     - 1999     MONUMENTED       MNDT
 DE8736  HISTORY     - 19991123 GOOD             MNDT
 DE8736  HISTORY     - 20020710 GOOD             MNDT
 DE8736  HISTORY     - 20040526 GOOD             MNDT
 DE8736
 DE8736                          STATION DESCRIPTION
 DE8736
 DE8736'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DE8736'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.70 MI (5.95
 DE8736'KM) SOUTH OF WASECA, 3.7 MI (6.0 KM) SOUTH ALONG TH 13 FROM JCT OF TH
 DE8736'13 AND TH 14 IN WASECA, AT TH 13 MP 28.2, 60.5 FT (18.4 M) EAST OF TH
 DE8736'13, 112 FT (34.1 M) SOUTH OF ENTRANCE TO SHOP, 87.8 FT (26.8 M) NNW OF
 DE8736'P-POLE, 0.8 FT (24.4 CM) WEST OF WIT POST, RECESSED 6 IN, MAGNETIC AND
 DE8736'SUITABLE FOR GPS.  ROD DEPTH IS 30 FT.  (9.1 M) DISK AND ROD SET IN
 DE8736'1989 THEN STAMPED IN 1999.
 DE8736
 DE8736                          STATION RECOVERY (2002)
 DE8736
 DE8736'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE8736'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.70 MI (5.95
 DE8736'KM) SOUTH OF WASECA, 3.7 MI (6.0 KM) SOUTH ALONG TH 13 FROM JCT OF TH
 DE8736'13 AND TH 14 IN WASECA, AT TH 13 MP 28.2, 60.5 FT (18.4 M) EAST OF TH
 DE8736'13, 112 FT (34.1 M) SOUTH OF ENTRANCE TO SHOP, 87.8 FT (26.8 M) NNW OF
 DE8736'P-POLE, 0.8 FT (24.4 CM) WEST OF WIT POST, RECESSED 6 IN, MAGNETIC AND
 DE8736'SUITABLE FOR GPS.  ROD DEPTH IS 30 FT (9.1 M).  DISK AND ROD SET IN
 DE8736'1989 THEN STAMPED IN 1999.
 DE8736
 DE8736                          STATION RECOVERY (2004)
 DE8736
 DE8736'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 DE8736'3.70 MILES (5.95 KM) SOUTH OF WASECA, 3.7 MILES (6.0 KM) SOUTH ALONG
 DE8736'TRUNK HIGHWAY 13 FRO M JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY
 DE8736'14 IN WASECA, 9.8 MIL ES NORTH OF NEW RICHLAND, 9.8 MILES (15.8 KM)
 DE8736'NORTH ALONG TRUNK HIGHWAY 13 FROM JUNCTION OF TRUNK HIGHWAY 13 AND
 DE8736'TRUNK HIGHWAY 30 IN NEW RICHLAND, AT TRUNK HIGHWAY 13 MILEPOINT 28.2,
 DE8736'61 FEET (18.6 M) EAST OF TRUNK HIGHWAY 13, 101 FEET (30.8 M) SOUTH OF
 DE8736'ENTRANCE TO THE SHOP, 87.53 FEET (26.68 M) NORTH OF POWER POLE NO 109,
 DE8736'0.9 FEET (27.4 CM) WEST OF WITNESS POST, MARK SET IN 1989, THEN
 DE8736'STAMPED IN 1999
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8737 ***********************************************************************
 DE8737  DESIGNATION -  8101 W
 DE8737  PID         -  DE8737
 DE8737  STATE/COUNTY-  MN/WASECA
 DE8737  USGS QUAD   -  MERIDEN (1992)
 DE8737
 DE8737                         *CURRENT SURVEY CONTROL
 DE8737  ___________________________________________________________________
 DE8737* NAD 83(1996)-  44 02 13.36493(N)    093 29 47.65042(W)     ADJUSTED  
 DE8737* NAVD 88     -       344.882  (meters)    1131.50   (feet)  ADJUSTED  
 DE8737  ___________________________________________________________________
 DE8737  X           -    -280,111.903 (meters)                     COMP
 DE8737  Y           -  -4,584,293.499 (meters)                     COMP
 DE8737  Z           -   4,411,271.452 (meters)                     COMP
 DE8737  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 DE8737  ELLIP HEIGHT-         316.17  (meters)          (12/09/02) GPS OBS
 DE8737  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DE8737  DYNAMIC HT  -         344.817 (meters)    1131.29  (feet)  COMP
 DE8737  MODELED GRAV-     980,422.5   (mgal)                       NAVD 88
 DE8737
 DE8737  HORZ ORDER  -  FIRST
 DE8737  VERT ORDER  -  SECOND    CLASS I
 DE8737  ELLP ORDER  -  SECOND    CLASS I
 DE8737
 DE8737.The horizontal coordinates were established by GPS observations
 DE8737.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8737
 DE8737.The orthometric height was determined by differential leveling
 DE8737.and adjusted by the National Geodetic Survey in August 2004..
 DE8737
 DE8737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8737
 DE8737.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8737
 DE8737.The ellipsoidal height was determined by GPS observations
 DE8737.and is referenced to NAD 83.
 DE8737
 DE8737.The geoid height was determined by GEOID03.
 DE8737
 DE8737.The dynamic height is computed by dividing the NAVD 88
 DE8737.geopotential number by the normal gravity value computed on the
 DE8737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8737.degrees latitude (g = 980.6199 gals.).
 DE8737
 DE8737.The modeled gravity was interpolated from observed gravity values.
 DE8737
 DE8737;                    North         East     Units Scale Factor Converg.
 DE8737;SPC MN S     -   215,352.361   840,351.023   MT  0.99995469   +0 21 10.3
 DE8737;UTM  15      - 4,876,107.301   460,212.740   MT  0.99961947   -0 20 42.7
 DE8737
 DE8737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8737!SPC MN S     -   0.99995043  x   0.99995469  =   0.99990512
 DE8737!UTM  15      -   0.99995043  x   0.99961947  =   0.99956991
 DE8737
 DE8737:                Primary Azimuth Mark                     Grid Az
 DE8737:SPC MN S     -  8101 X                                   359 18 54.9
 DE8737:UTM  15      -  8101 X                                   000 00 47.9
 DE8737
 DE8737|---------------------------------------------------------------------|
 DE8737| PID    Reference Object                     Distance      Geod. Az  |
 DE8737|                                                           dddmmss.s |
 DE8737| DE8738 8101 X                              APPROX. 0.8 KM 3594005.2 |
 DE8737| DE8729 8101 L                              APPROX. 1.6 KM 3594059.9 |
 DE8737|---------------------------------------------------------------------|
 DE8737
 DE8737                          SUPERSEDED SURVEY CONTROL
 DE8737
 DE8737  NAVD 88 (12/09/02)  344.89   (m)         1131.5    (f) LEVELING    3  
 DE8737
 DE8737.Superseded values are not recommended for survey control.
 DE8737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8737.See file dsdata.txt to determine how the superseded data were derived.
 DE8737
 DE8737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6021376107(NAD 83)
 DE8737_MARKER: DV = VERTICAL CONTROL DISK
 DE8737_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8737_STAMPING: 8101 W 1999
 DE8737_MARK LOGO: MNDT  
 DE8737_PROJECTION: FLUSH
 DE8737_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8737+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DE8737_ROD/PIPE-DEPTH:  8.5 meters
 DE8737
 DE8737  HISTORY     - Date     Condition        Report By
 DE8737  HISTORY     - 1989     MONUMENTED       MNDT
 DE8737  HISTORY     - 19991123 GOOD             MNDT
 DE8737  HISTORY     - 20020710 GOOD             MNDT
 DE8737
 DE8737                          STATION DESCRIPTION
 DE8737
 DE8737'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DE8737'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.25 MI (5.23
 DE8737'KM) SOUTH OF WASECA, 3.25 MI (5.23 KM) SOUTH ALONG TH 13 FROM JCT OF
 DE8737'TH 13 AND TH 14 IN WASECA, AT TH 13 MP 28.65, 67 FT (20.4 M) EAST OF
 DE8737'TH 13, 56 FT (17.1 M) NORTH OF 330TH AVE, 128 FT (39.0 M) SOUTH OF
 DE8737'P-POLE, 0.9 FT (27.4 CM) WEST OF WIT POST, FLUSH, MAGNETIC AND
 DE8737'SUITABLE FOR GPS.  ROD DEPTH IS 28 FT.  (8.5 M) DISK AND ROD SET IN
 DE8737'1989 THEN STAMPED IN 1999.
 DE8737
 DE8737                          STATION RECOVERY (2002)
 DE8737
 DE8737'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE8737'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.25 MI (5.23
 DE8737'KM) SOUTH OF WASECA, 3.25 MI (5.23 KM) SOUTH ALONG TH 13 FROM JCT OF
 DE8737'TH 13 AND TH 14 IN WASECA, AT TH 13 MP 28.65, 67 FT (20.4 M) EAST OF
 DE8737'TH 13, 56 FT (17.1 M) NORTH OF 330TH AVE, 128 FT (39.0 M) SOUTH OF
 DE8737'P-POLE, 0.9 FT (27.4 CM) WEST OF WIT POST, FLUSH, MAGNETIC AND
 DE8737'SUITABLE FOR GPS.  ROD DEPTH IS 28 FT.  (8.5 M) DISK AND ROD SET IN
 DE8737'1989 THEN STAMPED IN 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8738 ***********************************************************************
 DE8738  DESIGNATION -  8101 X
 DE8738  PID         -  DE8738
 DE8738  STATE/COUNTY-  MN/WASECA
 DE8738  USGS QUAD   -  MERIDEN (1992)
 DE8738
 DE8738                         *CURRENT SURVEY CONTROL
 DE8738  ___________________________________________________________________
 DE8738* NAD 83(1996)-  44 02 38.28592(N)    093 29 47.85056(W)     ADJUSTED  
 DE8738* NAVD 88     -       344.377  (meters)    1129.84   (feet)  ADJUSTED  
 DE8738  ___________________________________________________________________
 DE8738  X           -    -280,083.717 (meters)                     COMP
 DE8738  Y           -  -4,583,759.136 (meters)                     COMP
 DE8738  Z           -   4,411,824.063 (meters)                     COMP
 DE8738  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 DE8738  ELLIP HEIGHT-         315.68  (meters)          (12/09/02) GPS OBS
 DE8738  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DE8738  DYNAMIC HT  -         344.313 (meters)    1129.63  (feet)  COMP
 DE8738  MODELED GRAV-     980,424.5   (mgal)                       NAVD 88
 DE8738
 DE8738  HORZ ORDER  -  FIRST
 DE8738  VERT ORDER  -  SECOND    CLASS I
 DE8738  ELLP ORDER  -  SECOND    CLASS I
 DE8738
 DE8738.The horizontal coordinates were established by GPS observations
 DE8738.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8738
 DE8738.The orthometric height was determined by differential leveling
 DE8738.and adjusted by the National Geodetic Survey in August 2004..
 DE8738
 DE8738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8738
 DE8738.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8738
 DE8738.The ellipsoidal height was determined by GPS observations
 DE8738.and is referenced to NAD 83.
 DE8738
 DE8738.The geoid height was determined by GEOID03.
 DE8738
 DE8738.The dynamic height is computed by dividing the NAVD 88
 DE8738.geopotential number by the normal gravity value computed on the
 DE8738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8738.degrees latitude (g = 980.6199 gals.).
 DE8738
 DE8738.The modeled gravity was interpolated from observed gravity values.
 DE8738
 DE8738;                    North         East     Units Scale Factor Converg.
 DE8738;SPC MN S     -   216,121.464   840,341.831   MT  0.99995373   +0 21 10.2
 DE8738;UTM  15      - 4,876,876.201   460,212.918   MT  0.99961947   -0 20 42.9
 DE8738
 DE8738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8738!SPC MN S     -   0.99995050  x   0.99995373  =   0.99990423
 DE8738!UTM  15      -   0.99995050  x   0.99961947  =   0.99956999
 DE8738
 DE8738:                Primary Azimuth Mark                     Grid Az
 DE8738:SPC MN S     -  8101 W                                   179 18 54.8
 DE8738:UTM  15      -  8101 W                                   180 00 47.9
 DE8738
 DE8738|---------------------------------------------------------------------|
 DE8738| PID    Reference Object                     Distance      Geod. Az  |
 DE8738|                                                           dddmmss.s |
 DE8738| DE8737 8101 W                              APPROX. 0.8 KM 1794005.0 |
 DE8738| DE8739 8101 Y                              APPROX. 1.6 KM 3594043.4 |
 DE8738| DE8729 8101 L                              APPROX. 0.8 KM 3594150.7 |
 DE8738|---------------------------------------------------------------------|
 DE8738
 DE8738                          SUPERSEDED SURVEY CONTROL
 DE8738
 DE8738  NAVD 88 (12/09/02)  344.38   (m)         1129.9    (f) LEVELING    3  
 DE8738
 DE8738.Superseded values are not recommended for survey control.
 DE8738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8738.See file dsdata.txt to determine how the superseded data were derived.
 DE8738
 DE8738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6021376876(NAD 83)
 DE8738_MARKER: DV = VERTICAL CONTROL DISK
 DE8738_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8738_STAMPING: 8101 X 1999
 DE8738_MARK LOGO: MNDT  
 DE8738_PROJECTION: FLUSH
 DE8738_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8738+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DE8738_ROD/PIPE-DEPTH:  8.5 meters
 DE8738
 DE8738  HISTORY     - Date     Condition        Report By
 DE8738  HISTORY     - 1989     MONUMENTED       MNDT
 DE8738  HISTORY     - 19991123 GOOD             MNDT
 DE8738  HISTORY     - 20020710 GOOD             MNDT
 DE8738
 DE8738                          STATION DESCRIPTION
 DE8738
 DE8738'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DE8738'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.25 MI (3.62
 DE8738'KM) SOUTH OF WASECA, 10.64 MI (17.12 KM) NORTH OF NEW RICHLAND, 10.65
 DE8738'MI (17.14 KM) NORTH ALONG TH 13 FROM JCT OF TH 13 AND TH 30 IN NEW
 DE8738'RICHLAND, AT TH 13 MP 29.1, 92 FT (28.0 M) NORTH ON FIELD ENT GOING
 DE8738'SOUTH, 61 FT (18.6 M) EAST OF TH 13, 58 FT (17.7 M) NORTH OF P-POLE NO
 DE8738'89, 0.9 FT (27.4 CM) WEST OF WIT POST, FLUSH, MAGNETIC AND SUITABLE
 DE8738'FOR GPS.  ROD DEPTH 28 FT.  (8.5 M) ROD AND DISK SET IN 1989 THEN
 DE8738'STAMPED IN 1999.
 DE8738
 DE8738                          STATION RECOVERY (2002)
 DE8738
 DE8738'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE8738'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.25 MI (3.62
 DE8738'KM) SOUTH OF WASECA, 10.64 MI (17.12 KM) NORTH OF NEW RICHLAND, 10.65
 DE8738'MI (17.14 KM) NORTH ALONG TH 13 FROM JCT OF TH 13 AND TH 30 IN NEW
 DE8738'RICHLAND, AT TH 13 MP 29.1, 92 FT (28.0 M) NORTH ON FIELD ENT GOING
 DE8738'SOUTH, 61 FT (18.6 M) EAST OF TH 13, 58 FT (17.7 M) NORTH OF P-POLE NO
 DE8738'89, 0.9 FT (27.4 CM) WEST OF WIT POST, FLUSH, MAGNETIC AND SUITABLE
 DE8738'FOR GPS.  ROD DEPTH 28 FT.  (8.5 M) ROD AND DISK SET IN 1989 THEN
 DE8738'STAMPED IN 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8739 ***********************************************************************
 DE8739  DESIGNATION -  8101 Y
 DE8739  PID         -  DE8739
 DE8739  STATE/COUNTY-  MN/WASECA
 DE8739  USGS QUAD   -  MERIDEN (1992)
 DE8739
 DE8739                         *CURRENT SURVEY CONTROL
 DE8739  ___________________________________________________________________
 DE8739* NAD 83(1996)-  44 03 31.63595(N)    093 29 48.26541(W)     ADJUSTED  
 DE8739* NAVD 88     -       348.636  (meters)    1143.82   (feet)  ADJUSTED  
 DE8739  ___________________________________________________________________
 DE8739  X           -    -280,023.291 (meters)                     COMP
 DE8739  Y           -  -4,582,618.827 (meters)                     COMP
 DE8739  Z           -   4,413,010.584 (meters)                     COMP
 DE8739  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 DE8739  ELLIP HEIGHT-         319.99  (meters)          (12/09/02) GPS OBS
 DE8739  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 DE8739  DYNAMIC HT  -         348.573 (meters)    1143.61  (feet)  COMP
 DE8739  MODELED GRAV-     980,428.2   (mgal)                       NAVD 88
 DE8739
 DE8739  HORZ ORDER  -  FIRST
 DE8739  VERT ORDER  -  SECOND    CLASS I
 DE8739  ELLP ORDER  -  SECOND    CLASS I
 DE8739
 DE8739.The horizontal coordinates were established by GPS observations
 DE8739.and adjusted by the MN DEPT OF TRANSP in December 2002..
 DE8739
 DE8739.The orthometric height was determined by differential leveling
 DE8739.and adjusted by the National Geodetic Survey in August 2004..
 DE8739
 DE8739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8739
 DE8739.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8739
 DE8739.The ellipsoidal height was determined by GPS observations
 DE8739.and is referenced to NAD 83.
 DE8739
 DE8739.The geoid height was determined by GEOID03.
 DE8739
 DE8739.The dynamic height is computed by dividing the NAVD 88
 DE8739.geopotential number by the normal gravity value computed on the
 DE8739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8739.degrees latitude (g = 980.6199 gals.).
 DE8739
 DE8739.The modeled gravity was interpolated from observed gravity values.
 DE8739
 DE8739;                    North         East     Units Scale Factor Converg.
 DE8739;SPC MN S     -   217,767.935   840,322.458   MT  0.99995171   +0 21 09.9
 DE8739;UTM  15      - 4,878,522.238   460,213.608   MT  0.99961947   -0 20 43.6
 DE8739
 DE8739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8739!SPC MN S     -   0.99994983  x   0.99995171  =   0.99990154
 DE8739!UTM  15      -   0.99994983  x   0.99961947  =   0.99956932
 DE8739
 DE8739:                Primary Azimuth Mark                     Grid Az
 DE8739:SPC MN S     -  8101 P                                   008 28 58.8
 DE8739:UTM  15      -  8101 P                                   009 10 52.3
 DE8739
 DE8739|---------------------------------------------------------------------|
 DE8739| PID    Reference Object                     Distance      Geod. Az  |
 DE8739|                                                           dddmmss.s |
 DE8739| AI6544 8101 P                              479.732 METERS 0085008.7 |
 DE8739| DE8738 8101 X                              APPROX. 1.6 KM 1794043.1 |
 DE8739|---------------------------------------------------------------------|
 DE8739
 DE8739                          SUPERSEDED SURVEY CONTROL
 DE8739
 DE8739  NAVD 88 (12/09/02)  348.64   (m)         1143.8    (f) LEVELING    3  
 DE8739
 DE8739.Superseded values are not recommended for survey control.
 DE8739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8739.See file dsdata.txt to determine how the superseded data were derived.
 DE8739
 DE8739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6021478522(NAD 83)
 DE8739_MARKER: DV = VERTICAL CONTROL DISK
 DE8739_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8739_STAMPING: 8101 Y 1999
 DE8739_MARK LOGO: MNDT  
 DE8739_PROJECTION: PROJECTING 3 CENTIMETERS
 DE8739_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8739+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DE8739_ROD/PIPE-DEPTH:  8.5 meters
 DE8739
 DE8739  HISTORY     - Date     Condition        Report By
 DE8739  HISTORY     - 1989     MONUMENTED       MNDT
 DE8739  HISTORY     - 19991123 GOOD             MNDT
 DE8739  HISTORY     - 20020710 GOOD             MNDT
 DE8739
 DE8739                          STATION DESCRIPTION
 DE8739
 DE8739'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DE8739'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DE8739'SOUTH OF WASECA, 11.65 MI (18.75 KM) NORTH OF NEW RICHLAND, 11.65 MI
 DE8739'(18.75 KM) NORTH ALONG TH 13 FROM THE JCT OF TH 13 AND TH 30 IN NEW
 DE8739'RICHLAND, AT TH 13 MP 30.15, 46 FT (14.0 M) EAST OF TH 13, 68 FT (20.7
 DE8739'M) NORTH OF UNDER GROUND GAS LINE CROSSING TH 13, 50 FT (15.2 M) NORTH
 DE8739'OF FIELD ENT, 13.5 FT (4.1 M) NORTH OF P-POLE, 32.42 FT (9.88 M) SOUTH
 DE8739'OF FIBER OPTIC WARNING POST, 1.0 FT (0.3 M) WEST OF GAURD POST,
 DE8739'PROJECTS 1 IN, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH 28 FT.  (8.5
 DE8739'M) ROD AND DISK SET IN 1989 THEN STAMPED IN 1999.
 DE8739
 DE8739                          STATION RECOVERY (2002)
 DE8739
 DE8739'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE8739'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DE8739'SOUTH OF WASECA, 11.65 MI (18.75 KM) NORTH OF NEW RICHLAND, 11.65 MI
 DE8739'(18.75 KM) NORTH ALONG TH 13 FROM THE JCT OF TH 13 AND TH 30 IN NEW
 DE8739'RICHLAND, AT TH 13 MP 30.15, 46 FT (14.0 M) EAST OF TH 13, 68 FT (20.7
 DE8739'M) NORTH OF UNDER GROUND GAS LINE CROSSING TH 13, 50 FT (15.2 M) NORTH
 DE8739'OF FIELD ENT, 13.5 FT (4.1 M) NORTH OF P-POLE, 32.42 FT (9.88 M) SOUTH
 DE8739'OF FIBER OPTIC WARNING POST, 1.0 FT (0.3 M) WEST OF GUARD POST,
 DE8739'PROJECTS 1 IN, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH 28 FT.  (8.5
 DE8739'M) ROD AND DISK SET IN 1989 THEN STAMPED IN 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3521 ***********************************************************************
 PP3521  DESIGNATION -  8103 A
 PP3521  PID         -  PP3521
 PP3521  STATE/COUNTY-  MN/WASECA
 PP3521  USGS QUAD   -  MADISON LAKE (1974)
 PP3521
 PP3521                         *CURRENT SURVEY CONTROL
 PP3521  ___________________________________________________________________
 PP3521* NAD 83(1996)-  44 07 50.47022(N)    093 45 31.91697(W)     ADJUSTED  
 PP3521* NAVD 88     -       314.889  (meters)    1033.10   (feet)  ADJUSTED  
 PP3521  ___________________________________________________________________
 PP3521  X           -    -300,619.497 (meters)                     COMP
 PP3521  Y           -  -4,575,718.141 (meters)                     COMP
 PP3521  Z           -   4,418,724.864 (meters)                     COMP
 PP3521  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 PP3521  ELLIP HEIGHT-         286.13  (meters)          (07/31/00) GPS OBS
 PP3521  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 PP3521  DYNAMIC HT  -         314.827 (meters)    1032.89  (feet)  COMP
 PP3521  MODELED GRAV-     980,414.0   (mgal)                       NAVD 88
 PP3521
 PP3521  HORZ ORDER  -  FIRST
 PP3521  VERT ORDER  -  SECOND    CLASS I
 PP3521  ELLP ORDER  -  FOURTH    CLASS I
 PP3521
 PP3521.The horizontal coordinates were established by GPS observations
 PP3521.and adjusted by the National Geodetic Survey in July 2000..
 PP3521
 PP3521.The orthometric height was determined by differential leveling
 PP3521.and adjusted by the National Geodetic Survey in June 1995..
 PP3521
 PP3521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3521
 PP3521.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3521
 PP3521.The ellipsoidal height was determined by GPS observations
 PP3521.and is referenced to NAD 83.
 PP3521
 PP3521.The geoid height was determined by GEOID03.
 PP3521
 PP3521.The dynamic height is computed by dividing the NAVD 88
 PP3521.geopotential number by the normal gravity value computed on the
 PP3521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3521.degrees latitude (g = 980.6199 gals.).
 PP3521
 PP3521.The modeled gravity was interpolated from observed gravity values.
 PP3521
 PP3521;                    North         East     Units Scale Factor Converg.
 PP3521;SPC MN S     -   225,660.776   819,296.821   MT  0.99994286   +0 10 08.5
 PP3521;UTM  15      - 4,886,667.972   439,292.256   MT  0.99964533   -0 31 42.3
 PP3521
 PP3521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3521!SPC MN S     -   0.99995514  x   0.99994286  =   0.99989800
 PP3521!UTM  15      -   0.99995514  x   0.99964533  =   0.99960048
 PP3521
 PP3521:                Primary Azimuth Mark                     Grid Az
 PP3521:SPC MN S     -  8103 B                                   136 21 06.2
 PP3521:UTM  15      -  8103 B                                   137 02 57.0
 PP3521
 PP3521|---------------------------------------------------------------------|
 PP3521| PID    Reference Object                     Distance      Geod. Az  |
 PP3521|                                                           dddmmss.s |
 PP3521| PP3522 8103 B                              APPROX. 1.1 KM 1363114.7 |
 PP3521|---------------------------------------------------------------------|
 PP3521
 PP3521                          SUPERSEDED SURVEY CONTROL
 PP3521
 PP3521  NAVD 88 (07/31/00)  314.89   (m)         1033.1    (f) LEVELING    3  
 PP3521
 PP3521.Superseded values are not recommended for survey control.
 PP3521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3521.See file dsdata.txt to determine how the superseded data were derived.
 PP3521
 PP3521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3929286668(NAD 83)
 PP3521_MARKER: DV = VERTICAL CONTROL DISK
 PP3521_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3521_SP_SET: ALUMINUM ALLOY ROD
 PP3521_STAMPING: 8103 A 1988
 PP3521_MARK LOGO: MNDT  
 PP3521_PROJECTION: FLUSH
 PP3521_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3521+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 PP3521_ROD/PIPE-DEPTH:  7.6 meters
 PP3521
 PP3521  HISTORY     - Date     Condition        Report By
 PP3521  HISTORY     - 1988     MONUMENTED       MNDT
 PP3521  HISTORY     - 19980406 GOOD             MNDT
 PP3521  HISTORY     - 20021223 GOOD             MNDT
 PP3521  HISTORY     - 20030807 GOOD             MNDT
 PP3521  HISTORY     - 20040608 GOOD             MNDT
 PP3521
 PP3521                          STATION DESCRIPTION
 PP3521
 PP3521'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3521'THE MARK IS LOCATED ABOUT 0.75 MILE (1.21 KM) SOUTHEAST OF THE CITY OF
 PP3521'SMITHS MILL, 0.7 MILE (1.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 14 FROM
 PP3521'ITS JUNCTION WITH COUNTY ROAD 37 IN SMITHS MILL, IN THE NW 1/4 OF
 PP3521'SECTION 30, T108N, R24W.  IT IS 64.0 FEET (19.5 M) WEST-SOUTHWEST OF
 PP3521'AND 2 FEET (0.6 M) LOWER THAN THE CENTERLINE OF HIGHWAY 14 AT
 PP3521'MILEPOINT 144.5, 17.0 FEET (5.2 M) NORTHWEST OF THE CENTER OF AN
 PP3521'ENTRANCE, AND 6.9 FEET (2.1 M) SOUTH-SOUTHEAST OF A STEEL WITNESS
 PP3521'POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 PP3521'DISK (MAGNETIC) STAMPED---8103 A 1988---, IS FORCED ONTO THE TOP OF A
 PP3521'DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY ROD, AND
 PP3521'FLUSH WITH THE GROUND.
 PP3521
 PP3521                          STATION RECOVERY (1998)
 PP3521
 PP3521'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3521'THE MARK WAS RECOVERED AS DESCRIBED AND 0.5 FT (15.2 CM) NNE OF WIT
 PP3521'POST.
 PP3521
 PP3521                          STATION RECOVERY (2002)
 PP3521
 PP3521'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 PP3521'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 PP3521'RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
 PP3521
 PP3521                          STATION RECOVERY (2003)
 PP3521
 PP3521'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PP3521'RECOVERED AS DESCRIBED.
 PP3521
 PP3521                          STATION RECOVERY (2004)
 PP3521
 PP3521'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP3521'0.7 MILES (1.1 KM) SOUTHEAST ON TRUNK HIGHWAY 14 FROM JUNCTION OF
 PP3521'TRUNK HIGHWAY 14 AND COUNTY ROAD 37 IN SMITHS MILL, AT TRUNK HIGHWAY
 PP3521'14 MILEPOINT 1 44.5, 64.0 FEET (19.5 M) WEST-SOUTHWEST OF TRUNK
 PP3521'HIGHWAY 14, 17.0 FEET (5.2 M) NORTHWES T OF ENTRANCE, 1.0 FEET (0.3 M)
 PP3521'NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3522 ***********************************************************************
 PP3522  DESIGNATION -  8103 B
 PP3522  PID         -  PP3522
 PP3522  STATE/COUNTY-  MN/WASECA
 PP3522  USGS QUAD   -  JANESVILLE (1966)
 PP3522
 PP3522                         *CURRENT SURVEY CONTROL
 PP3522  ___________________________________________________________________
 PP3522* NAD 83(1996)-  44 07 24.09938(N)    093 44 57.20332(W)     ADJUSTED  
 PP3522* NAVD 88     -       320.132  (meters)    1050.30   (feet)  ADJUSTED  
 PP3522  ___________________________________________________________________
 PP3522  X           -    -299,886.720 (meters)                     COMP
 PP3522  Y           -  -4,576,337.943 (meters)                     COMP
 PP3522  Z           -   4,418,144.241 (meters)                     COMP
 PP3522  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 PP3522  ELLIP HEIGHT-         291.37  (meters)          (07/31/00) GPS OBS
 PP3522  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 PP3522  DYNAMIC HT  -         320.069 (meters)    1050.09  (feet)  COMP
 PP3522  MODELED GRAV-     980,412.7   (mgal)                       NAVD 88
 PP3522
 PP3522  HORZ ORDER  -  FIRST
 PP3522  VERT ORDER  -  SECOND    CLASS I
 PP3522  ELLP ORDER  -  FOURTH    CLASS I
 PP3522
 PP3522.The horizontal coordinates were established by GPS observations
 PP3522.and adjusted by the National Geodetic Survey in July 2000..
 PP3522
 PP3522.The orthometric height was determined by differential leveling
 PP3522.and adjusted by the National Geodetic Survey in June 1995..
 PP3522
 PP3522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3522
 PP3522.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3522
 PP3522.The ellipsoidal height was determined by GPS observations
 PP3522.and is referenced to NAD 83.
 PP3522
 PP3522.The geoid height was determined by GEOID03.
 PP3522
 PP3522.The dynamic height is computed by dividing the NAVD 88
 PP3522.geopotential number by the normal gravity value computed on the
 PP3522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3522.degrees latitude (g = 980.6199 gals.).
 PP3522
 PP3522.The modeled gravity was interpolated from observed gravity values.
 PP3522
 PP3522;                    North         East     Units Scale Factor Converg.
 PP3522;SPC MN S     -   224,849.206   820,070.973   MT  0.99994369   +0 10 32.8
 PP3522;UTM  15      - 4,885,847.285   440,056.244   MT  0.99964419   -0 31 17.9
 PP3522
 PP3522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3522!SPC MN S     -   0.99995431  x   0.99994369  =   0.99989801
 PP3522!UTM  15      -   0.99995431  x   0.99964419  =   0.99959852
 PP3522
 PP3522:                Primary Azimuth Mark                     Grid Az
 PP3522:SPC MN S     -  8103 C                                   125 14 38.1
 PP3522:UTM  15      -  8103 C                                   125 56 28.8
 PP3522
 PP3522|---------------------------------------------------------------------|
 PP3522| PID    Reference Object                     Distance      Geod. Az  |
 PP3522|                                                           dddmmss.s |
 PP3522| PP3523 8103 C                              APPROX. 1.1 KM 1252510.9 |
 PP3522|---------------------------------------------------------------------|
 PP3522
 PP3522                          SUPERSEDED SURVEY CONTROL
 PP3522
 PP3522  NAVD 88 (07/31/00)  320.13   (m)         1050.3    (f) LEVELING    3  
 PP3522
 PP3522.Superseded values are not recommended for survey control.
 PP3522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3522.See file dsdata.txt to determine how the superseded data were derived.
 PP3522
 PP3522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4005685847(NAD 83)
 PP3522_MARKER: DV = VERTICAL CONTROL DISK
 PP3522_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3522_SP_SET: ALUMINUM ALLOY ROD
 PP3522_STAMPING: 8103 B 1988
 PP3522_MARK LOGO: MNDT  
 PP3522_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3522+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 PP3522
 PP3522  HISTORY     - Date     Condition        Report By
 PP3522  HISTORY     - 1988     MONUMENTED       MNDT
 PP3522  HISTORY     - 19980406 GOOD             MNDT
 PP3522  HISTORY     - 20040608 GOOD             MNDT
 PP3522
 PP3522                          STATION DESCRIPTION
 PP3522
 PP3522'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3522'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) SOUTHEAST OF THE CITY OF
 PP3522'SMITHS MILL, 1.4 MILES (2.3 KM) SOUTHEAST ALONG TRUNK HIGHWAY 14 FROM
 PP3522'ITS JUNCTION WITH COUNTY ROAD 37 IN SMITHS MILL, AT COUNTY ROAD 60,
 PP3522'IN THE NW 1/4 OF SECTION 31, T108N, R24W.  IT IS 116.0 FEET (35.4 M)
 PP3522'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 14 AT MILEPOINT 145.2, 22.0
 PP3522'FEET (6.7 M) SOUTH OF AND ABOUT 1.5 FEET (0.5 M) HIGHER THAN THE
 PP3522'CENTERLINE OF COUNTY ROAD 60, 8.3 FEET (2.5 M) SOUTHWEST OF THE SOUTH
 PP3522'RAIL OF THE RAILWAY, 29.0 FEET (8.8 M) EAST OF A TELEPHONE POLE, AND
 PP3522'5.5 FEET (1.7 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PP3522'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK (MAGNETIC)
 PP3522'STAMPED---8103 B 1988---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH
 PP3522'DIAMETER BY 20-FOOT LONG ALUMINUM ALLOY ROD, AND FLUSH WITH THE
 PP3522'GROUND.
 PP3522
 PP3522                          STATION RECOVERY (1998)
 PP3522
 PP3522'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3522'THE MARK WAS RECOVERED ABOUT 1.4 MI (2.3 KM) SE ON TH 14 FROM JCT OF
 PP3522'TH 14 AND CO RD 37 AT SMITHS MILL, NEAR JCT OF TH 14 AND CO RD 60, AT
 PP3522'TH 14 MP 145.2, 116.0 FT (35.4 M) SW OF TH 14, 23 FT (7.0 M) SOUTH OF
 PP3522'CO RD 60, 8.3 FT (2.5 M) SW OF SOUTH RAIL OF RR TRACKS, 29.0 FT (8.8
 PP3522'M) EAST OF T-POLE, 5.5 FT (1.7 M) NORTH OF WIT POST.
 PP3522
 PP3522                          STATION RECOVERY (2004)
 PP3522
 PP3522'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP3522'1.4 MILES (2.3 KM) SOUTHEAST ON TRUNK HIGHWAY 14 FROM JUNCTION OF
 PP3522'TRUNK HIGHWAY 14 AND  COUNTY ROAD 37 AT SMITHS MILL, NEAR JUNCTION OF
 PP3522'TRUNK HIGHWAY 14 AND COUNTY ROAD 60, AT  TRUNK HIGHWAY 14 MILEPOINT
 PP3522'145.2, 116.0 FEET (35.4 M) SOUTHWEST OF TRUNK HIGHWAY 14, 8.3  FEET
 PP3522'(2.5 M) SOUTHWEST OF SOUTH RAIL OF RA ILROAD TRACKS, 1 FOOT (0.3 M)
 PP3522'NORTH OF WITNESS  POST.   FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3523 ***********************************************************************
 PP3523  DESIGNATION -  8103 C
 PP3523  PID         -  PP3523
 PP3523  STATE/COUNTY-  MN/WASECA
 PP3523  USGS QUAD   -  JANESVILLE (1966)
 PP3523
 PP3523                         *CURRENT SURVEY CONTROL
 PP3523  ___________________________________________________________________
 PP3523* NAD 83(1996)-  44 07 02.58908(N)    093 44 15.22309(W)     ADJUSTED  
 PP3523* NAVD 88     -       323.246  (meters)    1060.52   (feet)  ADJUSTED  
 PP3523  ___________________________________________________________________
 PP3523  X           -    -298,985.586 (meters)                     COMP
 PP3523  Y           -  -4,576,862.334 (meters)                     COMP
 PP3523  Z           -   4,417,669.757 (meters)                     COMP
 PP3523  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 PP3523  ELLIP HEIGHT-         294.46  (meters)          (07/31/00) GPS OBS
 PP3523  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 PP3523  DYNAMIC HT  -         323.182 (meters)    1060.31  (feet)  COMP
 PP3523  MODELED GRAV-     980,411.5   (mgal)                       NAVD 88
 PP3523
 PP3523  HORZ ORDER  -  FIRST
 PP3523  VERT ORDER  -  SECOND    CLASS I
 PP3523  ELLP ORDER  -  FOURTH    CLASS I
 PP3523
 PP3523.The horizontal coordinates were established by GPS observations
 PP3523.and adjusted by the National Geodetic Survey in July 2000..
 PP3523
 PP3523.The orthometric height was determined by differential leveling
 PP3523.and adjusted by the National Geodetic Survey in June 1995..
 PP3523
 PP3523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3523
 PP3523.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3523
 PP3523.The ellipsoidal height was determined by GPS observations
 PP3523.and is referenced to NAD 83.
 PP3523
 PP3523.The geoid height was determined by GEOID03.
 PP3523
 PP3523.The dynamic height is computed by dividing the NAVD 88
 PP3523.geopotential number by the normal gravity value computed on the
 PP3523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3523.degrees latitude (g = 980.6199 gals.).
 PP3523
 PP3523.The modeled gravity was interpolated from observed gravity values.
 PP3523
 PP3523;                    North         East     Units Scale Factor Converg.
 PP3523;SPC MN S     -   224,188.258   821,006.406   MT  0.99994438   +0 11 02.2
 PP3523;UTM  15      - 4,885,175.202   440,983.284   MT  0.99964284   -0 30 48.4
 PP3523
 PP3523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3523!SPC MN S     -   0.99995383  x   0.99994438  =   0.99989821
 PP3523!UTM  15      -   0.99995383  x   0.99964284  =   0.99959669
 PP3523
 PP3523:                Primary Azimuth Mark                     Grid Az
 PP3523:SPC MN S     -  8103 B                                   305 14 37.9
 PP3523:UTM  15      -  8103 B                                   305 56 28.5
 PP3523
 PP3523|---------------------------------------------------------------------|
 PP3523| PID    Reference Object                     Distance      Geod. Az  |
 PP3523|                                                           dddmmss.s |
 PP3523| PP3522 8103 B                              APPROX. 1.1 KM 3052540.1 |
 PP3523|---------------------------------------------------------------------|
 PP3523
 PP3523                          SUPERSEDED SURVEY CONTROL
 PP3523
 PP3523  NAVD 88 (07/31/00)  323.25   (m)         1060.5    (f) LEVELING    3  
 PP3523
 PP3523.Superseded values are not recommended for survey control.
 PP3523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3523.See file dsdata.txt to determine how the superseded data were derived.
 PP3523
 PP3523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4098385175(NAD 83)
 PP3523_MARKER: DV = VERTICAL CONTROL DISK
 PP3523_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3523_SP_SET: CULVERT HEADWALL
 PP3523_STAMPING: 8103 C 1988
 PP3523_MARK LOGO: MNDT  
 PP3523_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3523+STABILITY: SURFACE MOTION
 PP3523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3523+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1998
 PP3523
 PP3523  HISTORY     - Date     Condition        Report By
 PP3523  HISTORY     - 1988     MONUMENTED       MNDT
 PP3523  HISTORY     - 19980406 GOOD             MNDT
 PP3523
 PP3523                          STATION DESCRIPTION
 PP3523
 PP3523'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3523'THE MARK IS LOCATED ABOUT 1 MILE (1.6 KM) WEST OF THE CITY OF
 PP3523'JANESVILLE, 1.5 MILES (2.4 KM) WEST ALONG TRUNK HIGHWAY 14 FROM ITS
 PP3523'JUNCTION WITH MAIN STREET (COUNTY ROAD 3) IN JANESVILLE, AT A
 PP3523'RAILROAD CULVERT NEAR THE WEST END OF A CURVE, AND IN THE NE 1/4 OF
 PP3523'SECTION 32, T108N, R24W.  IT IS 93.0 FEET (28.3 M) SOUTHWEST OF THE
 PP3523'CENTERLINE OF HIGHWAY 14 AT MILEPOINT 145.9, 10.0 FEET (3.0 M)
 PP3523'NORTHEAST OF AND ABOUT LEVEL WITH THE NORTH RAIL OF THE RAILWAY, 53.3
 PP3523'FEET (16.2 M) NORTHEAST OF A T-POLE, AND 1.8 FEET (0.5 M)
 PP3523'WEST-NORTHWEST OF THE EAST EDGE OF THE CULVERT HEADWALL.  THE MARK, A
 PP3523'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---8103
 PP3523'C 1988---, IS SET IN THE HEADWALL AT THE SOUTHEAST CORNER OF A
 PP3523'CULVERT UNDER THE RAILWAY.
 PP3523
 PP3523                          STATION RECOVERY (1998)
 PP3523
 PP3523'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3523'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3524 ***********************************************************************
 PP3524  DESIGNATION -  8103 D
 PP3524  PID         -  PP3524
 PP3524  STATE/COUNTY-  MN/WASECA
 PP3524  USGS QUAD   -  JANESVILLE (1966)
 PP3524
 PP3524                         *CURRENT SURVEY CONTROL
 PP3524  ___________________________________________________________________
 PP3524* NAD 83(1986)-  44 06 57.     (N)    093 43 22.     (W)     SCALED    
 PP3524* NAVD 88     -       310.660  (meters)    1019.22   (feet)  ADJUSTED  
 PP3524  ___________________________________________________________________
 PP3524  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 PP3524  DYNAMIC HT  -         310.598 (meters)    1019.02  (feet)  COMP
 PP3524  MODELED GRAV-     980,410.7   (mgal)                       NAVD 88
 PP3524
 PP3524  VERT ORDER  -  SECOND    CLASS I
 PP3524
 PP3524.The horizontal coordinates were scaled from a topographic map and have
 PP3524.an estimated accuracy of +/- 6 seconds.
 PP3524
 PP3524.The orthometric height was determined by differential leveling
 PP3524.and adjusted by the National Geodetic Survey in June 1995..
 PP3524
 PP3524.The geoid height was determined by GEOID03.
 PP3524
 PP3524.The dynamic height is computed by dividing the NAVD 88
 PP3524.geopotential number by the normal gravity value computed on the
 PP3524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3524.degrees latitude (g = 980.6199 gals.).
 PP3524
 PP3524.The modeled gravity was interpolated from observed gravity values.
 PP3524
 PP3524;                    North         East    Units  Estimated Accuracy
 PP3524;SPC MN S     -   224,020.      822,190.      MT  (+/- 180 meters Scaled)
 PP3524
 PP3524                          SUPERSEDED SURVEY CONTROL
 PP3524
 PP3524.No superseded survey control is available for this station.
 PP3524
 PP3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ421849(NAD 83)
 PP3524_MARKER: DV = VERTICAL CONTROL DISK
 PP3524_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3524_SP_SET: CULVERT HEADWALL
 PP3524_STAMPING: 8103 D 1988
 PP3524_MARK LOGO: MNDT  
 PP3524_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3524+STABILITY: SURFACE MOTION
 PP3524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3524+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1998
 PP3524
 PP3524  HISTORY     - Date     Condition        Report By
 PP3524  HISTORY     - 1988     MONUMENTED       MNDT
 PP3524  HISTORY     - 19980406 GOOD             MNDT
 PP3524
 PP3524                          STATION DESCRIPTION
 PP3524
 PP3524'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3524'THE MARK IS LOCATED ABOUT 0.25 MILE (0.40 KM) WEST OF THE CITY OF
 PP3524'JANESVILLE, 0.25 MILES (0.40 KM) WEST ALONG TRUNK HIGHWAY 14 FROM ITS
 PP3524'JUNCTION WITH MAIN STREET (COUNTY ROAD 3) IN JANESVILLE, AT COUNTY
 PP3524'DITCH NUMBER 6, AND IN THE SW 1/4 OF SECTION 33 T108N, R24W.  IT IS
 PP3524'50.0 FEET (15.2 M) SOUTH OF AND ABOUT 2 FEET (0.6 M) LOWER THAN THE
 PP3524'CENTERLINE OF HIGHWAY 14 AT MILEPOINT 146.65, 20.9 FEET (6.4 M)
 PP3524'EAST-SOUTHEAST OF THE SOUTH LEG OF A SIGN (NO PASSING), AND 0.40 FEET
 PP3524'(12.19 CM) WEST OF THE SOUTHEAST CORNER OF THE HEADWALL. THE MARK, A
 PP3524'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---8103
 PP3524'D 1988---, IS SET IN A DRILL HOLE IN THE HEADWALL AT THE SOUTHEAST
 PP3524'CORNER OF A CULVERT CARRYING COUNTY DITCH NUMBER 6 UNDER THE HIGHWAY.
 PP3524
 PP3524                          STATION RECOVERY (1998)
 PP3524
 PP3524'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3524'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3525 ***********************************************************************
 PP3525  DESIGNATION -  8103 E
 PP3525  PID         -  PP3525
 PP3525  STATE/COUNTY-  MN/WASECA
 PP3525  USGS QUAD   -  JANESVILLE (1966)
 PP3525
 PP3525                         *CURRENT SURVEY CONTROL
 PP3525  ___________________________________________________________________
 PP3525* NAD 83(1996)-  44 06 56.97583(N)    093 42 33.45365(W)     ADJUSTED  
 PP3525* NAVD 88     -       320.631  (meters)    1051.94   (feet)  ADJUSTED  
 PP3525  ___________________________________________________________________
 PP3525  X           -    -296,735.043 (meters)                     COMP
 PP3525  Y           -  -4,577,127.776 (meters)                     COMP
 PP3525  Z           -   4,417,543.544 (meters)                     COMP
 PP3525  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 PP3525  ELLIP HEIGHT-         291.84  (meters)          (07/31/00) GPS OBS
 PP3525  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 PP3525  DYNAMIC HT  -         320.566 (meters)    1051.72  (feet)  COMP
 PP3525  MODELED GRAV-     980,410.2   (mgal)                       NAVD 88
 PP3525
 PP3525  HORZ ORDER  -  FIRST
 PP3525  VERT ORDER  -  SECOND    CLASS I
 PP3525  ELLP ORDER  -  FOURTH    CLASS I
 PP3525
 PP3525.The horizontal coordinates were established by GPS observations
 PP3525.and adjusted by the National Geodetic Survey in July 2000..
 PP3525
 PP3525.The orthometric height was determined by differential leveling
 PP3525.and adjusted by the National Geodetic Survey in June 1995..
 PP3525
 PP3525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3525
 PP3525.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3525
 PP3525.The ellipsoidal height was determined by GPS observations
 PP3525.and is referenced to NAD 83.
 PP3525
 PP3525.The geoid height was determined by GEOID03.
 PP3525
 PP3525.The dynamic height is computed by dividing the NAVD 88
 PP3525.geopotential number by the normal gravity value computed on the
 PP3525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3525.degrees latitude (g = 980.6199 gals.).
 PP3525
 PP3525.The modeled gravity was interpolated from observed gravity values.
 PP3525
 PP3525;                    North         East     Units Scale Factor Converg.
 PP3525;SPC MN S     -   224,022.671   823,269.780   MT  0.99994456   +0 12 13.6
 PP3525;UTM  15      - 4,884,982.134   443,243.789   MT  0.99963962   -0 29 37.5
 PP3525
 PP3525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3525!SPC MN S     -   0.99995424  x   0.99994456  =   0.99989880
 PP3525!UTM  15      -   0.99995424  x   0.99963962  =   0.99959388
 PP3525
 PP3525:                Primary Azimuth Mark                     Grid Az
 PP3525:SPC MN S     -  8103 G                                   088 09 45.9
 PP3525:UTM  15      -  8103 G                                   088 51 37.0
 PP3525
 PP3525|---------------------------------------------------------------------|
 PP3525| PID    Reference Object                     Distance      Geod. Az  |
 PP3525|                                                           dddmmss.s |
 PP3525| PP3527 8103 G                              APPROX. 1.1 KM 0882159.5 |
 PP3525|---------------------------------------------------------------------|
 PP3525
 PP3525                          SUPERSEDED SURVEY CONTROL
 PP3525
 PP3525  NAVD 88 (07/31/00)  320.63   (m)         1051.9    (f) LEVELING    3  
 PP3525
 PP3525.Superseded values are not recommended for survey control.
 PP3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3525.See file dsdata.txt to determine how the superseded data were derived.
 PP3525
 PP3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4324484982(NAD 83)
 PP3525_MARKER: DV = VERTICAL CONTROL DISK
 PP3525_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3525_SP_SET: ALUMINUM ALLOY ROD
 PP3525_STAMPING: 8103 E 1988
 PP3525_MARK LOGO: MNDT  
 PP3525_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3525+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1998
 PP3525
 PP3525  HISTORY     - Date     Condition        Report By
 PP3525  HISTORY     - 1988     MONUMENTED       MNDT
 PP3525  HISTORY     - 19980406 GOOD             MNDT
 PP3525
 PP3525                          STATION DESCRIPTION
 PP3525
 PP3525'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3525'THE MARK IS LOCATED IN THE CITY OF JANESVILLE, 0.1 MILE (0.2 KM) WEST
 PP3525'ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH MAIN STREET, IN A CITY
 PP3525'PARK AND IN THE SE 1/4 OF SECTION 33, T108N, R24W.  THE MARK IS 148.0
 PP3525'FEET (45.1 M) SOUTH OF THE CENTERLINE OF HIGHWAY 14 AT MILEPOINT
 PP3525'147.3, 78.0 FEET (23.8 M) WEST OF THE CENTER OF NORTH MOTT STREET,
 PP3525'5.0 FEET (1.5 M) NORTHWEST OF THE NORTHWEST POST OF A GAZEBO AND 0.30
 PP3525'FEET (9.14 CM) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE SLAB.
 PP3525'THE MARK, A STANDARD MNDT ALUMINUM MAGNETIC VERTICAL CONTROL
 PP3525'MONUMENT DISK STAMPED---8103 E 1988---, IS FASTENED TO THE TOP OF A
 PP3525'3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY ROD THAT IS DRIVEN
 PP3525'TO REFUSAL AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 PP3525
 PP3525                          STATION RECOVERY (1998)
 PP3525
 PP3525'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3525'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3527 ***********************************************************************
 PP3527  DESIGNATION -  8103 G
 PP3527  PID         -  PP3527
 PP3527  STATE/COUNTY-  MN/WASECA
 PP3527  USGS QUAD   -  JANESVILLE (1966)
 PP3527
 PP3527                         *CURRENT SURVEY CONTROL
 PP3527  ___________________________________________________________________
 PP3527* NAD 83(1996)-  44 06 57.99825(N)    093 41 43.54011(W)     ADJUSTED  
 PP3527* NAVD 88     -       319.936  (meters)    1049.66   (feet)  ADJUSTED  
 PP3527  ___________________________________________________________________
 PP3527  X           -    -295,625.977 (meters)                     COMP
 PP3527  Y           -  -4,577,177.024 (meters)                     COMP
 PP3527  Z           -   4,417,565.714 (meters)                     COMP
 PP3527  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 PP3527  ELLIP HEIGHT-         291.14  (meters)          (07/31/00) GPS OBS
 PP3527  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 PP3527  DYNAMIC HT  -         319.872 (meters)    1049.45  (feet)  COMP
 PP3527  MODELED GRAV-     980,410.0   (mgal)                       NAVD 88
 PP3527
 PP3527  HORZ ORDER  -  FIRST
 PP3527  VERT ORDER  -  SECOND    CLASS I
 PP3527  ELLP ORDER  -  FOURTH    CLASS I
 PP3527
 PP3527.The horizontal coordinates were established by GPS observations
 PP3527.and adjusted by the National Geodetic Survey in July 2000..
 PP3527
 PP3527.The orthometric height was determined by differential leveling
 PP3527.and adjusted by the National Geodetic Survey in June 1995..
 PP3527
 PP3527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3527
 PP3527.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3527
 PP3527.The ellipsoidal height was determined by GPS observations
 PP3527.and is referenced to NAD 83.
 PP3527
 PP3527.The geoid height was determined by GEOID03.
 PP3527
 PP3527.The dynamic height is computed by dividing the NAVD 88
 PP3527.geopotential number by the normal gravity value computed on the
 PP3527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3527.degrees latitude (g = 980.6199 gals.).
 PP3527
 PP3527.The modeled gravity was interpolated from observed gravity values.
 PP3527
 PP3527;                    North         East     Units Scale Factor Converg.
 PP3527;SPC MN S     -   224,058.267   824,379.477   MT  0.99994453   +0 12 48.5
 PP3527;UTM  15      - 4,885,004.211   444,353.497   MT  0.99963808   -0 29 02.8
 PP3527
 PP3527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3527!SPC MN S     -   0.99995435  x   0.99994453  =   0.99989888
 PP3527!UTM  15      -   0.99995435  x   0.99963808  =   0.99959245
 PP3527
 PP3527:                Primary Azimuth Mark                     Grid Az
 PP3527:SPC MN S     -  8103 H                                   099 35 31.9
 PP3527:UTM  15      -  8103 H                                   100 17 23.2
 PP3527
 PP3527|---------------------------------------------------------------------|
 PP3527| PID    Reference Object                     Distance      Geod. Az  |
 PP3527|                                                           dddmmss.s |
 PP3527| PP3528 8103 H                              APPROX. 1.1 KM 0994820.4 |
 PP3527|---------------------------------------------------------------------|
 PP3527
 PP3527                          SUPERSEDED SURVEY CONTROL
 PP3527
 PP3527  NAVD 88 (07/31/00)  319.94   (m)         1049.7    (f) LEVELING    3  
 PP3527
 PP3527.Superseded values are not recommended for survey control.
 PP3527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3527.See file dsdata.txt to determine how the superseded data were derived.
 PP3527
 PP3527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4435385004(NAD 83)
 PP3527_MARKER: DV = VERTICAL CONTROL DISK
 PP3527_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3527_SP_SET: ALUMINUM ALLOY ROD
 PP3527_STAMPING: 8103 G 1988
 PP3527_MARK LOGO: MNDT  
 PP3527_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3527+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 PP3527
 PP3527  HISTORY     - Date     Condition        Report By
 PP3527  HISTORY     - 1988     MONUMENTED       MNDT
 PP3527  HISTORY     - 19980406 GOOD             MNDT
 PP3527  HISTORY     - 20040608 GOOD             MNDT
 PP3527
 PP3527                          STATION DESCRIPTION
 PP3527
 PP3527'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3527'THE MARK IS LOCATED 0.6 MILE (1.0 KM) EAST ALONG TRUNK HIGHWAY 14 FROM
 PP3527'ITS JUNCTION WITH MAIN STREET IN THE CITY OF JANESVILLE AND IN THE SE
 PP3527'1/4 OF SECTION 34, T108N, R24W.  THE MARK IS 57.5 FEET (17.5 M) SOUTH
 PP3527'OF AND ABOUT 1 FOOT (0.3 M) LOWER THAN THE CENTERLINE OF HIGHWAY 14,
 PP3527'111.1 FEET (33.9 M) WEST-SOUTHWEST OF MILEPOST 148, 19.0 FEET
 PP3527'(5.8 M) EAST OF THE CENTER OF AN ENTRANCE AND 9.1 FEET (2.8 M)
 PP3527'SOUTH-SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3527'ALUMINUM VERTICAL CONTROL MONUMENT DISK (MAGNETIC) STAMPED---8103 G
 PP3527'1988---, IS FASTENED TO THE TOP OF A 3/4-INCH DIAMETER BY 20-FOOT
 PP3527'LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND IS BURIED 0.1 FOOT
 PP3527'(3.0 CM) BELOW THE SURFACE OF THE GROUND.
 PP3527
 PP3527                          STATION RECOVERY (1998)
 PP3527
 PP3527'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3527'THE MARK WAS RECOVERED AS DESCRIBED.
 PP3527
 PP3527                          STATION RECOVERY (2004)
 PP3527
 PP3527'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP3527'0.6 MILE (1.0 KM) EAST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK
 PP3527'HIGHWAY 14 AND MAIN ST  ( COUNTY ROAD 3 )  AT JANESVILLE, 57.5 FEET
 PP3527'(17.5 M) SOUTH OF TRUNK HIGHWAY 14, 111.1 FEET (33.9  M)
 PP3527'WEST-SOUTHWEST OF TRUNK HIGHWAY 14 MILEPOST 148, 19.0 FEET (5.8 M)
 PP3527'EAST OF ENTRANCE,  2.5 FEET (0.8 M) WEST OF WITNESS POST .  RECESSED 3
 PP3527'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3528 ***********************************************************************
 PP3528  DESIGNATION -  8103 H
 PP3528  PID         -  PP3528
 PP3528  STATE/COUNTY-  MN/WASECA
 PP3528  USGS QUAD   -  JANESVILLE (1966)
 PP3528
 PP3528                         *CURRENT SURVEY CONTROL
 PP3528  ___________________________________________________________________
 PP3528* NAD 83(1996)-  44 06 51.65199(N)    093 40 52.59796(W)     ADJUSTED  
 PP3528* NAVD 88     -       337.636  (meters)    1107.73   (feet)  ADJUSTED  
 PP3528  ___________________________________________________________________
 PP3528  X           -    -294,505.093 (meters)                     COMP
 PP3528  Y           -  -4,577,398.654 (meters)                     COMP
 PP3528  Z           -   4,417,437.399 (meters)                     COMP
 PP3528  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 PP3528  ELLIP HEIGHT-         308.84  (meters)          (07/31/00) GPS OBS
 PP3528  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 PP3528  DYNAMIC HT  -         337.568 (meters)    1107.50  (feet)  COMP
 PP3528  MODELED GRAV-     980,409.8   (mgal)                       NAVD 88
 PP3528
 PP3528  HORZ ORDER  -  FIRST
 PP3528  VERT ORDER  -  SECOND    CLASS I
 PP3528  ELLP ORDER  -  FOURTH    CLASS I
 PP3528
 PP3528.The horizontal coordinates were established by GPS observations
 PP3528.and adjusted by the National Geodetic Survey in July 2000..
 PP3528
 PP3528.The orthometric height was determined by differential leveling
 PP3528.and adjusted by the National Geodetic Survey in June 1995..
 PP3528
 PP3528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3528
 PP3528.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3528
 PP3528.The ellipsoidal height was determined by GPS observations
 PP3528.and is referenced to NAD 83.
 PP3528
 PP3528.The geoid height was determined by GEOID03.
 PP3528
 PP3528.The dynamic height is computed by dividing the NAVD 88
 PP3528.geopotential number by the normal gravity value computed on the
 PP3528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3528.degrees latitude (g = 980.6199 gals.).
 PP3528
 PP3528.The modeled gravity was interpolated from observed gravity values.
 PP3528
 PP3528;                    North         East     Units Scale Factor Converg.
 PP3528;SPC MN S     -   223,866.720   825,512.919   MT  0.99994474   +0 13 24.2
 PP3528;UTM  15      - 4,884,798.940   445,484.176   MT  0.99963655   -0 28 27.3
 PP3528
 PP3528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3528!SPC MN S     -   0.99995158  x   0.99994474  =   0.99989632
 PP3528!UTM  15      -   0.99995158  x   0.99963655  =   0.99958814
 PP3528
 PP3528:                Primary Azimuth Mark                     Grid Az
 PP3528:SPC MN S     -  8103 G                                   279 35 31.6
 PP3528:UTM  15      -  8103 G                                   280 17 23.1
 PP3528
 PP3528|---------------------------------------------------------------------|
 PP3528| PID    Reference Object                     Distance      Geod. Az  |
 PP3528|                                                           dddmmss.s |
 PP3528| PP3527 8103 G                              APPROX. 1.1 KM 2794855.8 |
 PP3528|---------------------------------------------------------------------|
 PP3528
 PP3528                          SUPERSEDED SURVEY CONTROL
 PP3528
 PP3528  NAVD 88 (07/31/00)  337.64   (m)         1107.7    (f) LEVELING    3  
 PP3528
 PP3528.Superseded values are not recommended for survey control.
 PP3528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3528.See file dsdata.txt to determine how the superseded data were derived.
 PP3528
 PP3528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4548484799(NAD 83)
 PP3528_MARKER: DV = VERTICAL CONTROL DISK
 PP3528_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3528_SP_SET: ALUMINUM ALLOY ROD
 PP3528_STAMPING: 8103 H 1988
 PP3528_MARK LOGO: MNDT  
 PP3528_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3528+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005
 PP3528
 PP3528  HISTORY     - Date     Condition        Report By
 PP3528  HISTORY     - 1988     MONUMENTED       MNDT
 PP3528  HISTORY     - 19980406 GOOD             MNDT
 PP3528  HISTORY     - 20040601 MARK NOT FOUND   MNDT
 PP3528  HISTORY     - 20050309 GOOD             DUCKS
 PP3528
 PP3528                          STATION DESCRIPTION
 PP3528
 PP3528'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3528'THE MARK IS LOCATED 1.5 MILES (2.4 KM) EAST ALONG TRUNK HIGHWAY 14
 PP3528'FROM ITS JUNCTION WITH MAIN STREET IN THE CITY OF JANESVILLE AND IN
 PP3528'THE SW 1/4 OF SECTION 35, T108N, R24W.  THE MARK IS 55.0 FEET
 PP3528'(16.8 M) SOUTH-SOUTHWEST OF AND ABOUT 1 FOOT (0.3 M) LOWER THAN THE
 PP3528'CENTERLINE OF HIGHWAY 14 AT MILEPOINT 148.7, 48.0 FEET (14.6 M)
 PP3528'NORTH-NORTHEAST OF THE NORTH RAIL OF THE CHICAGO AND NORTHWESTERN
 PP3528'RAILROAD TRACKS, 11.0 FEET (3.4 M) EAST OF THE CENTER OF AN ENTRANCE,
 PP3528'94.7 FEET (28.9 M) NORTH OF A TELEPHONE POLE AND 1.4 FEET (0.4 M)
 PP3528'WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT
 PP3528'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---8103 H 1988---, IS
 PP3528'FASTENED TO THE TOP OF A 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM
 PP3528'ALLOY ROD THAT IS DRIVEN TO REFUSAL AND IS FLUSH WITH THE SURFACE OF
 PP3528'THE GROUND.
 PP3528
 PP3528                          STATION RECOVERY (1998)
 PP3528
 PP3528'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3528'THE MARK WAS RECOVERED ABOUT 1.5 MI (2.4 KM) EAST ON TH 14 FROM JCT OF
 PP3528'TH 14 AND MAIN ST (CO RD 3) IN JANESVILLE, AT TH 14 MP 148.7, 55.0 FT
 PP3528'(16.8 M) SSW OF TH 14, 48.0 FT (14.6 M) NNW OF NORTH RAIL OF RR
 PP3528'TRACKS, 11.0 FT (3.4 M) EAST OF ENT, 2.8 FT (0.9 M) WEST OF WIT POST.
 PP3528
 PP3528                          STATION RECOVERY (2004)
 PP3528
 PP3528'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP3528'1.5 MILES EAST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK HIGHWAY 14
 PP3528'AND MAIN ST (CO ROAD 3) AT JANESVILLE, AT TRUNK HIGHWAY 14 MILEPOINT
 PP3528'148.7, 55.0 FEET SOUTH-SOUTHWEST OF TRUNK HIGHWAY 14, 48.0 FEET
 PP3528'NORTH-NORTHWEST OF NORTH RAIL OF RAILROAD TRACKS, 11.0 FEET EAST OF
 PP3528'ENTRANCE, 2.8 FEET WEST OF WITNESS POST
 PP3528
 PP3528                          STATION RECOVERY (2005)
 PP3528
 PP3528'RECOVERY NOTE BY DUCKS UNLIMITED 2005 (GLJ)
 PP3528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3529 ***********************************************************************
 PP3529  DESIGNATION -  8103 J
 PP3529  PID         -  PP3529
 PP3529  STATE/COUNTY-  MN/WASECA
 PP3529  USGS QUAD   -  JANESVILLE (1966)
 PP3529
 PP3529                         *CURRENT SURVEY CONTROL
 PP3529  ___________________________________________________________________
 PP3529* NAD 83(1996)-  44 06 39.78182(N)    093 39 08.84928(W)     ADJUSTED  
 PP3529* NAVD 88     -       342.601  (meters)    1124.02   (feet)  ADJUSTED  
 PP3529  ___________________________________________________________________
 PP3529  X           -    -292,219.155 (meters)                     COMP
 PP3529  Y           -  -4,577,804.293 (meters)                     COMP
 PP3529  Z           -   4,417,177.806 (meters)                     COMP
 PP3529  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 PP3529  ELLIP HEIGHT-         313.82  (meters)          (07/31/00) GPS OBS
 PP3529  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 PP3529  DYNAMIC HT  -         342.533 (meters)    1123.79  (feet)  COMP
 PP3529  MODELED GRAV-     980,410.1   (mgal)                       NAVD 88
 PP3529
 PP3529  HORZ ORDER  -  FIRST
 PP3529  VERT ORDER  -  SECOND    CLASS I
 PP3529  ELLP ORDER  -  FOURTH    CLASS I
 PP3529
 PP3529.The horizontal coordinates were established by GPS observations
 PP3529.and adjusted by the National Geodetic Survey in July 2000..
 PP3529
 PP3529.The orthometric height was determined by differential leveling
 PP3529.and adjusted by the National Geodetic Survey in June 1995..
 PP3529
 PP3529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3529
 PP3529.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3529
 PP3529.The ellipsoidal height was determined by GPS observations
 PP3529.and is referenced to NAD 83.
 PP3529
 PP3529.The geoid height was determined by GEOID03.
 PP3529
 PP3529.The dynamic height is computed by dividing the NAVD 88
 PP3529.geopotential number by the normal gravity value computed on the
 PP3529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3529.degrees latitude (g = 980.6199 gals.).
 PP3529
 PP3529.The modeled gravity was interpolated from observed gravity values.
 PP3529
 PP3529;                    North         East     Units Scale Factor Converg.
 PP3529;SPC MN S     -   223,509.770   827,821.355   MT  0.99994512   +0 14 37.0
 PP3529;UTM  15      - 4,884,414.027   447,787.380   MT  0.99963353   -0 27 15.0
 PP3529
 PP3529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3529!SPC MN S     -   0.99995079  x   0.99994512  =   0.99989592
 PP3529!UTM  15      -   0.99995079  x   0.99963353  =   0.99958434
 PP3529
 PP3529:                Primary Azimuth Mark                     Grid Az
 PP3529:SPC MN S     -  8103 K                                   104 35 07.8
 PP3529:UTM  15      -  8103 K                                   105 16 59.8
 PP3529
 PP3529|---------------------------------------------------------------------|
 PP3529| PID    Reference Object                     Distance      Geod. Az  |
 PP3529|                                                           dddmmss.s |
 PP3529| PP3530 8103 K                              APPROX. 1.3 KM 1044944.8 |
 PP3529|---------------------------------------------------------------------|
 PP3529
 PP3529                          SUPERSEDED SURVEY CONTROL
 PP3529
 PP3529  NAVD 88 (07/31/00)  342.60   (m)         1124.0    (f) LEVELING    3  
 PP3529
 PP3529.Superseded values are not recommended for survey control.
 PP3529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3529.See file dsdata.txt to determine how the superseded data were derived.
 PP3529
 PP3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4778784414(NAD 83)
 PP3529_MARKER: DV = VERTICAL CONTROL DISK
 PP3529_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3529_SP_SET: ALUMINUM ALLOY ROD
 PP3529_STAMPING: 8103 J 1988
 PP3529_MARK LOGO: MNDT  
 PP3529_PROJECTION: FLUSH
 PP3529_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3529+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 PP3529_ROD/PIPE-DEPTH:  6.1 meters
 PP3529
 PP3529  HISTORY     - Date     Condition        Report By
 PP3529  HISTORY     - 1988     MONUMENTED       MNDT
 PP3529  HISTORY     - 19980406 GOOD             MNDT
 PP3529  HISTORY     - 20040608 GOOD             MNDT
 PP3529
 PP3529                          STATION DESCRIPTION
 PP3529
 PP3529'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3529'THE MARK IS LOCATED 2.8 MILES (4.5 KM) EASTERLY ALONG TRUNK HIGHWAY 14
 PP3529'FROM ITS JUNCTION WITH MAIN STREET IN THE CITY OF JANESVILLE AND IS
 PP3529'IN THE SE 1/4 OF SECTION 36, T108N, R24W.  THE MARK IS 83.5 FEET
 PP3529'(25.5 M) SOUTH OF THE CENTERLINE OF HIGHWAY 14 AT MILEPOINT 150.15,
 PP3529'18.8 FEET (5.7 M) NORTH OF AND ABOUT LEVEL WITH THE NORTH RAIL OF THE
 PP3529'CHICAGO AND NORTHWESTERN RAILROAD TRACKS, 2.5 FEET (0.8 M) EAST OF A
 PP3529'RAILROAD CROSSING SIGN, 12.0 FEET (3.7 M) WEST OF A GRAVEL ROAD, 63.0
 PP3529'FEET (19.2 M) NORTH-NORTHEAST OF A TELEPHONE POLE, 35.5 SEET
 PP3529'SOUTHEAST OF UNDERGROUND CABLE POST NUMBER MN022125 AND 1.3 FEET
 PP3529'(0.4 M) NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PP3529'MAGNETIC MNDT ALUMINUM VERTICAL CONTROL MONUMENT MAGNETIC DISK
 PP3529'STAMPED---8103 J 1988---, IS FASTENED TO THE TOP OF A 3/4-INCH
 PP3529'DIAMETER BY 20-FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND IS
 PP3529'BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE OF THE GROUND.
 PP3529
 PP3529                          STATION RECOVERY (1998)
 PP3529
 PP3529'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3529'THE MARK WAS RECOVERED ABOUT 2.8 MI (4.5 KM) EAST ON TH 14 FROM JCT OF
 PP3529'TH 14 AND MAIN ST (CO RD 3) AT JANESVILLE, AT TH 14 MP 150.15, 83.5 FT
 PP3529'(25.5 M) SOUTH OF TH 14, 18.8 FT (5.7 M) NORTH OF NORTH RAIL OF RR
 PP3529'TRACKS, 7.1 FT (2.2 M) ENE OF RR CROSSING SIGN, 12.0 FT (3.7 M) WEST
 PP3529'OF N-S GRAVEL RD, 63.0 FT (19.2 M) NNE OF T-POLE, 35.5 FT (10.8 M) SE
 PP3529'OF UNDERGROUND CABLE POST MN022125, 2.4 FT (0.7 M) EAST OF WIT POST,
 PP3529'RECESSED 1 INCH.
 PP3529
 PP3529                          STATION RECOVERY (2004)
 PP3529
 PP3529'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP3529'2.8 MILES EAST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK HIGHWAY 14
 PP3529'AND MAIN STREET (COUNTY ROAD 3) AT JANESVILLE, AT TRUNK HIGHWAY 14
 PP3529'MILEPOINT 150.15, 83.5 FEET SOUTH OF TRUNK HIGHWAY 14, 18.8 FEET NORTH
 PP3529'OF NORTH RAIL OF RAILROAD TRACKS, 7.1 FEET EAST-NORTHEAST OF RAILROAD
 PP3529'CROSSING SIGN, 12.0 FEET WEST OF 38TH AVENUE, 63.0 FT NORTH-NORTHEAST
 PP3529'OF TELEPHONE POLE, 35.5 FEET SOUTHEAST OF UNDERGROUND CABLE POST
 PP3529'(MN022125), 2.4 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3530 ***********************************************************************
 PP3530  DESIGNATION -  8103 K
 PP3530  PID         -  PP3530
 PP3530  STATE/COUNTY-  MN/WASECA
 PP3530  USGS QUAD   -  JANESVILLE (1966)
 PP3530
 PP3530                         *CURRENT SURVEY CONTROL
 PP3530  ___________________________________________________________________
 PP3530* NAD 83(1996)-  44 06 29.29822(N)    093 38 13.91206(W)     ADJUSTED  
 PP3530* NAVD 88     -       341.628  (meters)    1120.82   (feet)  ADJUSTED  
 PP3530  ___________________________________________________________________
 PP3530  X           -    -291,014.123 (meters)                     COMP
 PP3530  Y           -  -4,578,106.059 (meters)                     COMP
 PP3530  Z           -   4,416,944.802 (meters)                     COMP
 PP3530  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 PP3530  ELLIP HEIGHT-         312.87  (meters)          (07/31/00) GPS OBS
 PP3530  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 PP3530  DYNAMIC HT  -         341.560 (meters)    1120.60  (feet)  COMP
 PP3530  MODELED GRAV-     980,410.9   (mgal)                       NAVD 88
 PP3530
 PP3530  HORZ ORDER  -  FIRST
 PP3530  VERT ORDER  -  SECOND    CLASS I
 PP3530  ELLP ORDER  -  FOURTH    CLASS I
 PP3530
 PP3530.The horizontal coordinates were established by GPS observations
 PP3530.and adjusted by the National Geodetic Survey in July 2000..
 PP3530
 PP3530.The orthometric height was determined by differential leveling
 PP3530.and adjusted by the National Geodetic Survey in June 1995..
 PP3530
 PP3530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3530
 PP3530.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3530
 PP3530.The ellipsoidal height was determined by GPS observations
 PP3530.and is referenced to NAD 83.
 PP3530
 PP3530.The geoid height was determined by GEOID03.
 PP3530
 PP3530.The dynamic height is computed by dividing the NAVD 88
 PP3530.geopotential number by the normal gravity value computed on the
 PP3530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3530.degrees latitude (g = 980.6199 gals.).
 PP3530
 PP3530.The modeled gravity was interpolated from observed gravity values.
 PP3530
 PP3530;                    North         East     Units Scale Factor Converg.
 PP3530;SPC MN S     -   223,191.522   829,044.401   MT  0.99994547   +0 15 15.5
 PP3530;UTM  15      - 4,884,081.012   449,006.078   MT  0.99963198   -0 26 36.6
 PP3530
 PP3530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3530!SPC MN S     -   0.99995094  x   0.99994547  =   0.99989642
 PP3530!UTM  15      -   0.99995094  x   0.99963198  =   0.99958294
 PP3530
 PP3530:                Primary Azimuth Mark                     Grid Az
 PP3530:SPC MN S     -  8103 L                                   112 32 09.4
 PP3530:UTM  15      -  8103 L                                   113 14 01.5
 PP3530
 PP3530|---------------------------------------------------------------------|
 PP3530| PID    Reference Object                     Distance      Geod. Az  |
 PP3530|                                                           dddmmss.s |
 PP3530| PP3531 8103 L                              APPROX. 1.3 KM 1124724.9 |
 PP3530| PP3529 8103 J                              APPROX. 1.3 KM 2845023.1 |
 PP3530|---------------------------------------------------------------------|
 PP3530
 PP3530                          SUPERSEDED SURVEY CONTROL
 PP3530
 PP3530  NAVD 88 (07/31/00)  341.63   (m)         1120.8    (f) LEVELING    3  
 PP3530
 PP3530.Superseded values are not recommended for survey control.
 PP3530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3530.See file dsdata.txt to determine how the superseded data were derived.
 PP3530
 PP3530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4900684081(NAD 83)
 PP3530_MARKER: DV = VERTICAL CONTROL DISK
 PP3530_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3530_SP_SET: ALUMINUM ALLOY ROD
 PP3530_STAMPING: 8103 K 1988
 PP3530_MARK LOGO: MNDT  
 PP3530_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3530+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1998
 PP3530
 PP3530  HISTORY     - Date     Condition        Report By
 PP3530  HISTORY     - 1988     MONUMENTED       MNDT
 PP3530  HISTORY     - 19980406 GOOD             MNDT
 PP3530
 PP3530                          STATION DESCRIPTION
 PP3530
 PP3530'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3530'THE MARK IS LOCATED 3.6 MILES (5.8 KM) EASTERLY ALONG TRUNK HIGHWAY 14
 PP3530'FROM MAIN STREET IN THE CITY OF JANESVILLE AND IS IN THE NE 1/4 OF
 PP3530'SECTION 6, T107N, R23W.  THE MARK IS 57.8 FEET (17.6 M) SOUTHWEST OF
 PP3530'AND ABOUT 2 FEET (0.6 M) LOWER THAN THE CENTERLINE OF HIGHWAY 14 AT
 PP3530'MILEPOINT 151, 44.6 FEET (13.6 M) NORTHEAST OF THE NORTH RAIL OF THE
 PP3530'CHICAGO AND NORTHWESTERN RAILROAD TRACKS, 110.7 FEET (33.7 M)
 PP3530'WEST-SOUTHWEST OF HIGHWAY 14 MILEPOST 151 AND 1.4 FEET (0.4 M) WEST OF
 PP3530'A STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT ALUMINUM
 PP3530'VERTICAL CONTROL MONUMENT DISK STAMPED---8103 K 1988---, IS FASTENED
 PP3530'TO THE TOP OF A 3/4-INCH BY 25-FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO
 PP3530'REFUSAL AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 PP3530
 PP3530                          STATION RECOVERY (1998)
 PP3530
 PP3530'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3530'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3531 ***********************************************************************
 PP3531  DESIGNATION -  8103 L
 PP3531  PID         -  PP3531
 PP3531  STATE/COUNTY-  MN/WASECA
 PP3531  USGS QUAD   -  WASECA (1991)
 PP3531
 PP3531                         *CURRENT SURVEY CONTROL
 PP3531  ___________________________________________________________________
 PP3531* NAD 83(1996)-  44 06 12.83623(N)    093 37 19.55068(W)     ADJUSTED  
 PP3531* NAVD 88     -       347.341  (meters)    1139.57   (feet)  ADJUSTED  
 PP3531  ___________________________________________________________________
 PP3531  X           -    -289,830.148 (meters)                     COMP
 PP3531  Y           -  -4,578,539.638 (meters)                     COMP
 PP3531  Z           -   4,416,583.920 (meters)                     COMP
 PP3531  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 PP3531  ELLIP HEIGHT-         318.59  (meters)          (07/31/00) GPS OBS
 PP3531  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 PP3531  DYNAMIC HT  -         347.273 (meters)    1139.34  (feet)  COMP
 PP3531  MODELED GRAV-     980,412.6   (mgal)                       NAVD 88
 PP3531
 PP3531  HORZ ORDER  -  FIRST
 PP3531  VERT ORDER  -  SECOND    CLASS I
 PP3531  ELLP ORDER  -  FOURTH    CLASS I
 PP3531
 PP3531.The horizontal coordinates were established by GPS observations
 PP3531.and adjusted by the National Geodetic Survey in July 2000..
 PP3531
 PP3531.The orthometric height was determined by differential leveling
 PP3531.and adjusted by the National Geodetic Survey in June 1995..
 PP3531
 PP3531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3531
 PP3531.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3531
 PP3531.The ellipsoidal height was determined by GPS observations
 PP3531.and is referenced to NAD 83.
 PP3531
 PP3531.The geoid height was determined by GEOID03.
 PP3531
 PP3531.The dynamic height is computed by dividing the NAVD 88
 PP3531.geopotential number by the normal gravity value computed on the
 PP3531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3531.degrees latitude (g = 980.6199 gals.).
 PP3531
 PP3531.The modeled gravity was interpolated from observed gravity values.
 PP3531
 PP3531;                    North         East     Units Scale Factor Converg.
 PP3531;SPC MN S     -   222,688.931   830,255.613   MT  0.99994602   +0 15 53.6
 PP3531;UTM  15      - 4,883,563.870   450,210.701   MT  0.99963049   -0 25 58.7
 PP3531
 PP3531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3531!SPC MN S     -   0.99995005  x   0.99994602  =   0.99989607
 PP3531!UTM  15      -   0.99995005  x   0.99963049  =   0.99958056
 PP3531
 PP3531:                Primary Azimuth Mark                     Grid Az
 PP3531:SPC MN S     -  8103 M                                   101 46 45.3
 PP3531:UTM  15      -  8103 M                                   102 28 37.6
 PP3531
 PP3531|---------------------------------------------------------------------|
 PP3531| PID    Reference Object                     Distance      Geod. Az  |
 PP3531|                                                           dddmmss.s |
 PP3531| PP3532 8103 M                              APPROX. 1.2 KM 1020238.9 |
 PP3531|---------------------------------------------------------------------|
 PP3531
 PP3531                          SUPERSEDED SURVEY CONTROL
 PP3531
 PP3531  NAVD 88 (07/31/00)  347.34   (m)         1139.6    (f) LEVELING    3  
 PP3531
 PP3531.Superseded values are not recommended for survey control.
 PP3531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3531.See file dsdata.txt to determine how the superseded data were derived.
 PP3531
 PP3531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5021183564(NAD 83)
 PP3531_MARKER: DV = VERTICAL CONTROL DISK
 PP3531_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3531_SP_SET: ALUMINUM ALLOY ROD
 PP3531_STAMPING: 8103 L 1988
 PP3531_MARK LOGO: MNDT  
 PP3531_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3531+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1998
 PP3531
 PP3531  HISTORY     - Date     Condition        Report By
 PP3531  HISTORY     - 1988     MONUMENTED       MNDT
 PP3531  HISTORY     - 19980406 GOOD             MNDT
 PP3531
 PP3531                          STATION DESCRIPTION
 PP3531
 PP3531'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3531'THE MARK IS LOCATED 4.4 MILES (7.1 KM) EASTERLY ALONG TRUNK HIGHWAY 14
 PP3531'FROM MAIN STREET IN THE CITY OF JANESVILLE, IN THE SOUTHEAST QUADRANT
 PP3531'OF THE INTERSECTION OF HIGHWAY 14 (EASTERLY-WESTERLY) COUNTY ROAD 53
 PP3531'(NORTH) AND COUNTY ROAD 17 (SOUTH) AND IN THE NW 1/4 OF SECTION 5,
 PP3531'T107N, R23W.  THE MARK IS SOUTH-SOUTHWEST OF THE CENTERLINE OF
 PP3531'HIGHWAY 14 AT MILEPOINT 151.8, 86.0 FEET (26.2 M) EAST OF THE CENTER
 PP3531'OF COUNTY ROAD 17, 37.2 FEET (11.3 M) SOUTH-SOUTHWEST OF THE SOUTH
 PP3531'RAIL OF THE CHICAGO NORTHWESTERN RAILROAD TRACKS, 80.5 FEET (24.5 M)
 PP3531'EAST-SOUTHEAST OF A RAILROAD CROSSING POST AND 0.5 FOOT (15.2 CM)
 PP3531'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT
 PP3531'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---8103 L 1988---, IS
 PP3531'FASTENED TO THE TOP OF A 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM
 PP3531'ALLOY ROD DRIVEN TO REFUSAL.
 PP3531
 PP3531                          STATION RECOVERY (1998)
 PP3531
 PP3531'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3531'THE MARK WAS RECOVERED AS DESCRIBED 0.3 FT (9.1 CM) NW OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3532 ***********************************************************************
 PP3532  DESIGNATION -  8103 M
 PP3532  PID         -  PP3532
 PP3532  STATE/COUNTY-  MN/WASECA
 PP3532  USGS QUAD   -  WASECA (1991)
 PP3532
 PP3532                         *CURRENT SURVEY CONTROL
 PP3532  ___________________________________________________________________
 PP3532* NAD 83(1996)-  44 06 04.74464(N)    093 36 26.94427(W)     ADJUSTED  
 PP3532* NAVD 88     -       347.028  (meters)    1138.54   (feet)  ADJUSTED  
 PP3532  ___________________________________________________________________
 PP3532  X           -    -288,673.337 (meters)                     COMP
 PP3532  Y           -  -4,578,786.668 (meters)                     COMP
 PP3532  Z           -   4,416,404.360 (meters)                     COMP
 PP3532  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 PP3532  ELLIP HEIGHT-         318.29  (meters)          (07/31/00) GPS OBS
 PP3532  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 PP3532  DYNAMIC HT  -         346.961 (meters)    1138.32  (feet)  COMP
 PP3532  MODELED GRAV-     980,414.8   (mgal)                       NAVD 88
 PP3532
 PP3532  HORZ ORDER  -  FIRST
 PP3532  VERT ORDER  -  SECOND    CLASS I
 PP3532  ELLP ORDER  -  FOURTH    CLASS I
 PP3532
 PP3532.The horizontal coordinates were established by GPS observations
 PP3532.and adjusted by the National Geodetic Survey in July 2000..
 PP3532
 PP3532.The orthometric height was determined by differential leveling
 PP3532.and adjusted by the National Geodetic Survey in June 1995..
 PP3532
 PP3532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3532
 PP3532.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3532
 PP3532.The ellipsoidal height was determined by GPS observations
 PP3532.and is referenced to NAD 83.
 PP3532
 PP3532.The geoid height was determined by GEOID03.
 PP3532
 PP3532.The dynamic height is computed by dividing the NAVD 88
 PP3532.geopotential number by the normal gravity value computed on the
 PP3532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3532.degrees latitude (g = 980.6199 gals.).
 PP3532
 PP3532.The modeled gravity was interpolated from observed gravity values.
 PP3532
 PP3532;                    North         East     Units Scale Factor Converg.
 PP3532;SPC MN S     -   222,444.713   831,426.740   MT  0.99994629   +0 16 30.5
 PP3532;UTM  15      - 4,883,305.488   451,378.397   MT  0.99962907   -0 25 22.0
 PP3532
 PP3532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3532!SPC MN S     -   0.99995009  x   0.99994629  =   0.99989639
 PP3532!UTM  15      -   0.99995009  x   0.99962907  =   0.99957918
 PP3532
 PP3532:                Primary Azimuth Mark                     Grid Az
 PP3532:SPC MN S     -  8103 L                                   281 46 45.0
 PP3532:UTM  15      -  8103 L                                   282 28 37.5
 PP3532
 PP3532|---------------------------------------------------------------------|
 PP3532| PID    Reference Object                     Distance      Geod. Az  |
 PP3532|                                                           dddmmss.s |
 PP3532| PP3531 8103 L                              APPROX. 1.2 KM 2820315.5 |
 PP3532|---------------------------------------------------------------------|
 PP3532
 PP3532                          SUPERSEDED SURVEY CONTROL
 PP3532
 PP3532  NAVD 88 (07/31/00)  347.03   (m)         1138.5    (f) LEVELING    3  
 PP3532
 PP3532.Superseded values are not recommended for survey control.
 PP3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3532.See file dsdata.txt to determine how the superseded data were derived.
 PP3532
 PP3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5137883305(NAD 83)
 PP3532_MARKER: DV = VERTICAL CONTROL DISK
 PP3532_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3532_SP_SET: ALUMINUM ALLOY ROD
 PP3532_STAMPING: 8103 M 1988
 PP3532_MARK LOGO: MNDT  
 PP3532_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3532+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 PP3532
 PP3532  HISTORY     - Date     Condition        Report By
 PP3532  HISTORY     - 1988     MONUMENTED       MNDT
 PP3532  HISTORY     - 19980406 GOOD             MNDT
 PP3532  HISTORY     - 20040608 GOOD             MNDT
 PP3532
 PP3532                          STATION DESCRIPTION
 PP3532
 PP3532'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3532'THE MARK IS LOCATED 5.3 MILES (8.5 KM) WEST-NORTHWEST ALONG TRUNK
 PP3532'HIGHWAY 14 FROM ITS JUNCTION WITH TRUNK HIGHWAY 13 IN THE CITY OF
 PP3532'WASECA AND IS IN THE SE 1/4 OF SECTION 5, T107N, R23W.  THE MARK IS
 PP3532'73.5 FEET (22.4 M) NORTH-NORTHEAST OF AND ABOUT 1 FOOT (0.3 M) LOWER
 PP3532'THAN THE CENTERLINE OF HIGHWAY 14 AT MILEPOINT 152.5, 2.9 FEET
 PP3532'(0.9 M) WEST OF A RIGHT-OF-WAY POST, 32.4 FEET (9.9 M) WEST-NORTHWEST
 PP3532'OF A POWER POLE AND 1.3 FEET (0.4 M) NORTH OF A STEEL WITNESS POST.
 PP3532'THE MARK, A STANDARD MAGNETIC MNDT ALUMINUM VERTICAL CONTROL
 PP3532'MONUMENT DISK STAMPED---8103 M 1988---, IS FASTENED TO THE TOP OF A
 PP3532'3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO
 PP3532'REFUSAL AND IS BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE OF THE
 PP3532'GROUND.
 PP3532
 PP3532                          STATION RECOVERY (1998)
 PP3532
 PP3532'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3532'THE MARK WAS RECOVERED AS DESCRIBED.
 PP3532
 PP3532                          STATION RECOVERY (2004)
 PP3532
 PP3532'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP3532'5.3 MILES (8.5 KM) WEST-NORTHWEST ON TRUNK HIGHWAY 14 FROM JUNCTION OF
 PP3532'TRUNK HI GHWAY 14 AND TRUNK HIGHWAY 13 AT WASECA, AT TRUNK HIGHWAY 14
 PP3532'MILEPOINT 152.5, 73.5 FEET (22.4 M) NORTH-NORTHEAST OF TRUNK HIGHWAY
 PP3532'14, 2.9 FEET (0.9 M) WEST O F R/W POST, 32.4 FEET (9.9 M)
 PP3532'WEST-NORTHWEST OF POWER POLE, 1.2 FEET (0.4 M) NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3536 ***********************************************************************
 PP3536  DESIGNATION -  8103 R
 PP3536  PID         -  PP3536
 PP3536  STATE/COUNTY-  MN/WASECA
 PP3536  USGS QUAD   -  WASECA (1991)
 PP3536
 PP3536                         *CURRENT SURVEY CONTROL
 PP3536  ___________________________________________________________________
 PP3536* NAD 83(1986)-  44 04 49.     (N)    093 32 00.     (W)     SCALED    
 PP3536* NAVD 88     -       346.748  (meters)    1137.62   (feet)  ADJUSTED  
 PP3536  ___________________________________________________________________
 PP3536  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 PP3536  DYNAMIC HT  -         346.684 (meters)    1137.41  (feet)  COMP
 PP3536  MODELED GRAV-     980,425.4   (mgal)                       NAVD 88
 PP3536
 PP3536  VERT ORDER  -  SECOND    CLASS I
 PP3536
 PP3536.The horizontal coordinates were scaled from a topographic map and have
 PP3536.an estimated accuracy of +/- 6 seconds.
 PP3536
 PP3536.The orthometric height was determined by differential leveling
 PP3536.and adjusted by the National Geodetic Survey in June 1995..
 PP3536
 PP3536.The geoid height was determined by GEOID03.
 PP3536
 PP3536.The dynamic height is computed by dividing the NAVD 88
 PP3536.geopotential number by the normal gravity value computed on the
 PP3536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3536.degrees latitude (g = 980.6199 gals.).
 PP3536
 PP3536.The modeled gravity was interpolated from observed gravity values.
 PP3536
 PP3536;                    North         East    Units  Estimated Accuracy
 PP3536;SPC MN S     -   220,140.      837,380.      MT  (+/- 180 meters Scaled)
 PP3536
 PP3536                          SUPERSEDED SURVEY CONTROL
 PP3536
 PP3536.No superseded survey control is available for this station.
 PP3536
 PP3536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ572809(NAD 83)
 PP3536_MARKER: DV = VERTICAL CONTROL DISK
 PP3536_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3536_SP_SET: ALUMINUM ALLOY ROD
 PP3536_STAMPING: 8103 R 1988
 PP3536_MARK LOGO: MNDT  
 PP3536_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3536
 PP3536  HISTORY     - Date     Condition        Report By
 PP3536  HISTORY     - 1988     MONUMENTED       MNDT
 PP3536
 PP3536                          STATION DESCRIPTION
 PP3536
 PP3536'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3536'THE MARK IS LOCATED 1.3 MILES (2.1 KM) WEST-NORTHWEST ALONG TRUNK
 PP3536'HIGHWAY 14 FROM ITS JUNCTION WITH TRUNK HIGHWAY 13 IN THE CITY OF
 PP3536'WASECA, NEAR ITS JUNCTION WITH COUNTY ROAD 2 AND IN THE SE 1/4 OF
 PP3536'SECTION 12, T107N, R23W.  THE MARK IS SOUTHWEST OF THE CENTERLINE OF
 PP3536'HIGHWAY 14 AT MILEPOINT 156.5, 44.0 FEET (13.4 M) SOUTH-SOUTHWEST OF
 PP3536'THE SOUTH RAIL OF THE CHICAGO AND NORTHWESTERN RAILROAD TRACKS, 50.0
 PP3536'FEET (15.2 M) NORTH OF AND ABOUT 5 FEET (1.5 M) LOWER THAN THE
 PP3536'CENTERLINE OF COUNTY ROAD 2, 52.5 FEET (16.0 M) WEST-NORTHWEST OF A
 PP3536'TELEPHONE POLE, 44.5 FEET (13.6 M) NORTHEAST OF A LIGHT POLE, 7.0
 PP3536'FEET (2.1 M) EAST-NORTHEAST OF UNDERGROUND CABLE MARKER NUMBER SS,
 PP3536'0.9 FOOT (27.4 CM) NORTH-NORTHEAST OF A CORNER FENCE POST AND 1.4
 PP3536'FEET (0.4 M) WEST-NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A
 PP3536'STANDARD MAGNETIC MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3536'STAMPED---8103 R 1988---, IS FASTENED TO THE TOP OF A 3/4-INCH
 PP3536'DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND IS
 PP3536'BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3544 ***********************************************************************
 PP3544  DESIGNATION -  8104 A
 PP3544  PID         -  PP3544
 PP3544  STATE/COUNTY-  MN/WASECA
 PP3544  USGS QUAD   -  MERIDEN (1992)
 PP3544
 PP3544                         *CURRENT SURVEY CONTROL
 PP3544  ___________________________________________________________________
 PP3544* NAD 83(1986)-  44 04 36.     (N)    093 29 07.     (W)     SCALED    
 PP3544* NAVD 88     -       342.305  (meters)    1123.05   (feet)  ADJUSTED  
 PP3544  ___________________________________________________________________
 PP3544  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 PP3544  DYNAMIC HT  -         342.246 (meters)    1122.85  (feet)  COMP
 PP3544  MODELED GRAV-     980,435.4   (mgal)                       NAVD 88
 PP3544
 PP3544  VERT ORDER  -  SECOND    CLASS I
 PP3544
 PP3544.The horizontal coordinates were scaled from a topographic map and have
 PP3544.an estimated accuracy of +/- 6 seconds.
 PP3544
 PP3544.The orthometric height was determined by differential leveling
 PP3544.and adjusted by the National Geodetic Survey in June 1995..
 PP3544
 PP3544.The geoid height was determined by GEOID03.
 PP3544
 PP3544.The dynamic height is computed by dividing the NAVD 88
 PP3544.geopotential number by the normal gravity value computed on the
 PP3544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3544.degrees latitude (g = 980.6199 gals.).
 PP3544
 PP3544.The modeled gravity was interpolated from observed gravity values.
 PP3544
 PP3544;                    North         East    Units  Estimated Accuracy
 PP3544;SPC MN S     -   219,760.      841,230.      MT  (+/- 180 meters Scaled)
 PP3544
 PP3544                          SUPERSEDED SURVEY CONTROL
 PP3544
 PP3544.No superseded survey control is available for this station.
 PP3544
 PP3544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ611805(NAD 83)
 PP3544_MARKER: DV = VERTICAL CONTROL DISK
 PP3544_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3544_SP_SET: COPPER-CLAD STEEL ROD
 PP3544_STAMPING: 8104 A 1977
 PP3544_MARK LOGO: MNDT  
 PP3544_MAGNETIC: I = MARKER IS A STEEL ROD
 PP3544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3544
 PP3544  HISTORY     - Date     Condition        Report By
 PP3544  HISTORY     - 1977     MONUMENTED       MNDT
 PP3544  HISTORY     - 19880620 GOOD             MNDT
 PP3544
 PP3544                          STATION DESCRIPTION
 PP3544
 PP3544'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3544'THE MARK IS LOCATED IN THE CITY OF WASECA 0.6 MILE (1.0 KM) EASTERLY
 PP3544'ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH TRUNK HIGHWAY 13 AND IN
 PP3544'THE NW 1/4 OF SECTION 16, T107N, R22W.  THE MARK IS 48.0 FEET
 PP3544'(14.6 M) SOUTH-SOUTHEAST OF AND ABOUT 3 FEET (0.9 M) LOWER THAN THE
 PP3544'CENTERLINE OF HIGHWAY 14 AT MILEPOINT 158.96, 33.7 FEET (10.3 M)
 PP3544'SOUTHWEST OF A LIGHT POLE, 9.7 FEET (3.0 M) WEST-SOUTHWEST OF A FENCE
 PP3544'CORNER, 1.1 FEET (0.3 M) SOUTH OF A CYCLONE FENCE AND 0.8 FOOT
 PP3544'(24.4 CM) NORTH-NORTHWEST OF A STEEL WITNESS POST. THE MARK, A
 PP3544'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---8104 A
 PP3544'1977---, IS FASTENED TO THE TOP OF A COPPER-CLAD STEEL ROD (MAGNETIC)
 PP3544'DRIVEN TO REFUSAL AND PROJECTS 0.4 FOOT (12.2 CM) ABOVE THE SURFACE
 PP3544'OF THE GROUND.  NOTE--ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3545 ***********************************************************************
 PP3545  DESIGNATION -  8104 B
 PP3545  PID         -  PP3545
 PP3545  STATE/COUNTY-  MN/WASECA
 PP3545  USGS QUAD   -  MERIDEN (1992)
 PP3545
 PP3545                         *CURRENT SURVEY CONTROL
 PP3545  ___________________________________________________________________
 PP3545* NAD 83(1986)-  44 04 48.     (N)    093 28 08.     (W)     SCALED    
 PP3545* NAVD 88     -       344.384  (meters)    1129.87   (feet)  ADJUSTED  
 PP3545  ___________________________________________________________________
 PP3545  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 PP3545  DYNAMIC HT  -         344.326 (meters)    1129.68  (feet)  COMP
 PP3545  MODELED GRAV-     980,440.1   (mgal)                       NAVD 88
 PP3545
 PP3545  VERT ORDER  -  SECOND    CLASS I
 PP3545
 PP3545.The horizontal coordinates were scaled from a topographic map and have
 PP3545.an estimated accuracy of +/- 6 seconds.
 PP3545
 PP3545.The orthometric height was determined by differential leveling
 PP3545.and adjusted by the National Geodetic Survey in June 1995..
 PP3545
 PP3545.The geoid height was determined by GEOID03.
 PP3545
 PP3545.The dynamic height is computed by dividing the NAVD 88
 PP3545.geopotential number by the normal gravity value computed on the
 PP3545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3545.degrees latitude (g = 980.6199 gals.).
 PP3545
 PP3545.The modeled gravity was interpolated from observed gravity values.
 PP3545
 PP3545;                    North         East    Units  Estimated Accuracy
 PP3545;SPC MN S     -   220,140.      842,540.      MT  (+/- 180 meters Scaled)
 PP3545
 PP3545                          SUPERSEDED SURVEY CONTROL
 PP3545
 PP3545.No superseded survey control is available for this station.
 PP3545
 PP3545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ624808(NAD 83)
 PP3545_MARKER: DV = VERTICAL CONTROL DISK
 PP3545_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3545_SP_SET: COPPER-CLAD STEEL ROD
 PP3545_STAMPING: 8104 B 1977
 PP3545_MARK LOGO: MNDT  
 PP3545_MAGNETIC: I = MARKER IS A STEEL ROD
 PP3545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3545+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 PP3545
 PP3545  HISTORY     - Date     Condition        Report By
 PP3545  HISTORY     - 1977     MONUMENTED       MNDT
 PP3545  HISTORY     - 19880620 GOOD             MNDT
 PP3545  HISTORY     - 20030401 GOOD             DUCKS
 PP3545
 PP3545                          STATION DESCRIPTION
 PP3545
 PP3545'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3545'THE MARK IS LOCATED 2.1 MILES (3.4 KM) EASTERLY ALONG TRUNK HIGHWAY 14
 PP3545'FROM ITS JUNCTION WITH TRUNK HIGHWAY 13 IN THE CITY OF WASECA IN THE
 PP3545'NORTHWEST QUADRANT OF A NORTH-SOUTH GRAVEL ROAD INTERSECTION AND IN
 PP3545'THE SE 1/4 OF SECTION 9, T107N, R22W.  THE MARK IS 50.5 FEET
 PP3545'(15.4 M) NORTH OF AND ABOUT 1 FOOT (0.3 M) LOWER THAN THE CENTERLINE
 PP3545'OF HIGHWAY 14 AT MILEPOINT 159.9, 55.0 FEET (16.8 M) WEST OF THE
 PP3545'CENTER OF THE GRAVEL ROAD, 22.5 FEET (6.9 M) WEST-NORTHWEST OF A
 PP3545'POWER POLE AND 2.0 FEET (0.6 M) WEST OF A STEEL WITNESS POST.  THE
 PP3545'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---8104 B
 PP3545'1977---, IS FASTENED TO THE TOP OF A COPPER-CLAD STEEL ROD (MAGNETIC)
 PP3545'DRIVEN TO REFUSAL AND IS BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE
 PP3545'OF THE GROUND.  NOTE--ROD DEPTH UNKNOWN.
 PP3545
 PP3545                          STATION RECOVERY (2003)
 PP3545
 PP3545'RECOVERY NOTE BY DUCKS UNLIMITED 2003 (GLJ)
 PP3545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3546 ***********************************************************************
 PP3546  DESIGNATION -  8104 C
 PP3546  PID         -  PP3546
 PP3546  STATE/COUNTY-  MN/WASECA
 PP3546  USGS QUAD   -  MERIDEN (1992)
 PP3546
 PP3546                         *CURRENT SURVEY CONTROL
 PP3546  ___________________________________________________________________
 PP3546* NAD 83(1986)-  44 04 51.     (N)    093 26 52.     (W)     SCALED    
 PP3546* NAVD 88     -       341.815  (meters)    1121.44   (feet)  ADJUSTED  
 PP3546  ___________________________________________________________________
 PP3546  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 PP3546  DYNAMIC HT  -         341.759 (meters)    1121.25  (feet)  COMP
 PP3546  MODELED GRAV-     980,445.1   (mgal)                       NAVD 88
 PP3546
 PP3546  VERT ORDER  -  SECOND    CLASS I
 PP3546
 PP3546.The horizontal coordinates were scaled from a topographic map and have
 PP3546.an estimated accuracy of +/- 6 seconds.
 PP3546
 PP3546.The orthometric height was determined by differential leveling
 PP3546.and adjusted by the National Geodetic Survey in June 1995..
 PP3546
 PP3546.The geoid height was determined by GEOID03.
 PP3546
 PP3546.The dynamic height is computed by dividing the NAVD 88
 PP3546.geopotential number by the normal gravity value computed on the
 PP3546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3546.degrees latitude (g = 980.6199 gals.).
 PP3546
 PP3546.The modeled gravity was interpolated from observed gravity values.
 PP3546
 PP3546;                    North         East    Units  Estimated Accuracy
 PP3546;SPC MN S     -   220,240.      844,230.      MT  (+/- 180 meters Scaled)
 PP3546
 PP3546                          SUPERSEDED SURVEY CONTROL
 PP3546
 PP3546.No superseded survey control is available for this station.
 PP3546
 PP3546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ641809(NAD 83)
 PP3546_MARKER: DV = VERTICAL CONTROL DISK
 PP3546_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3546_SP_SET: COPPER-CLAD STEEL ROD
 PP3546_STAMPING: 8104 C 1977
 PP3546_MARK LOGO: MNDT  
 PP3546_MAGNETIC: I = MARKER IS A STEEL ROD
 PP3546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3546+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 PP3546
 PP3546  HISTORY     - Date     Condition        Report By
 PP3546  HISTORY     - 1977     MONUMENTED       MNDT
 PP3546  HISTORY     - 19880620 GOOD             MNDT
 PP3546  HISTORY     - 20030401 GOOD             DUCKS
 PP3546
 PP3546                          STATION DESCRIPTION
 PP3546
 PP3546'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3546'THE MARK IS LOCATED 3.1 MILES (5.0 KM) EASTERLY ALONG TRUNK HIGHWAY 14
 PP3546'FROM ITS JUNCTION WITH TRUNK HIGHWAY 13 IN THE CITY OF WASECA, NEAR
 PP3546'THE INTERSECTION OF A GRAVEL ROAD SOUTHWEST AND IN THE SE 1/4 OF
 PP3546'SECTION 10, T107N, R22W.  THE MARK IS 53.0 FEET (16.2 M)
 PP3546'SOUTH-SOUTHEAST OF AND ABOUT 2.5 FEET (0.8 M) LOWER THAN THE
 PP3546'CENTERLINE OF HIGHWAY 14 AT MILEPOINT 160.9, 168.8 FEET (51.5 M) EAST
 PP3546'OF THE CENTER OF THE GRAVEL ROAD, 7.0 FEET (2.1 M) SOUTH-SOUTHWEST OF
 PP3546'CABLE MARKER BOX NUMBER A12D, AND 1.0 FOOT (0.3 M) SOUTHWEST OF A
 PP3546'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 PP3546'MONUMENT DISK STAMPED----8104 C 1977---, IS FASTENED TO THE TOP OF A
 PP3546'COPPER-CLAD STEEL ROD (MAGNETIC) DRIVEN TO REFUSAL AND IS FLUSH WITH
 PP3546'THE SURFACE OF THE GROUND.  NOTE--ROD DEPTH UNKNOWN.
 PP3546
 PP3546                          STATION RECOVERY (2003)
 PP3546
 PP3546'RECOVERY NOTE BY DUCKS UNLIMITED 2003 (GLJ)
 PP3546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3547 ***********************************************************************
 PP3547  DESIGNATION -  8104 E
 PP3547  PID         -  PP3547
 PP3547  STATE/COUNTY-  MN/WASECA
 PP3547  USGS QUAD   -  MERIDEN (1992)
 PP3547
 PP3547                         *CURRENT SURVEY CONTROL
 PP3547  ___________________________________________________________________
 PP3547* NAD 83(1986)-  44 05 15.     (N)    093 25 25.     (W)     SCALED    
 PP3547* NAVD 88     -       343.378  (meters)    1126.57   (feet)  ADJUSTED  
 PP3547  ___________________________________________________________________
 PP3547  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 PP3547  DYNAMIC HT  -         343.324 (meters)    1126.39  (feet)  COMP
 PP3547  MODELED GRAV-     980,452.0   (mgal)                       NAVD 88
 PP3547
 PP3547  VERT ORDER  -  SECOND    CLASS I
 PP3547
 PP3547.The horizontal coordinates were scaled from a topographic map and have
 PP3547.an estimated accuracy of +/- 6 seconds.
 PP3547
 PP3547.The orthometric height was determined by differential leveling
 PP3547.and adjusted by the National Geodetic Survey in June 1995..
 PP3547
 PP3547.The geoid height was determined by GEOID03.
 PP3547
 PP3547.The dynamic height is computed by dividing the NAVD 88
 PP3547.geopotential number by the normal gravity value computed on the
 PP3547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3547.degrees latitude (g = 980.6199 gals.).
 PP3547
 PP3547.The modeled gravity was interpolated from observed gravity values.
 PP3547
 PP3547;                    North         East    Units  Estimated Accuracy
 PP3547;SPC MN S     -   221,000.      846,160.      MT  (+/- 180 meters Scaled)
 PP3547
 PP3547                          SUPERSEDED SURVEY CONTROL
 PP3547
 PP3547.No superseded survey control is available for this station.
 PP3547
 PP3547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ660816(NAD 83)
 PP3547_MARKER: DV = VERTICAL CONTROL DISK
 PP3547_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3547_SP_SET: COPPER-CLAD STEEL ROD
 PP3547_STAMPING: 8104 E 1977
 PP3547_MARK LOGO: MNDT  
 PP3547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3547+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1998
 PP3547
 PP3547  HISTORY     - Date     Condition        Report By
 PP3547  HISTORY     - 1977     MONUMENTED       MNDT
 PP3547  HISTORY     - 19880620 GOOD             MNDT
 PP3547  HISTORY     - 19980406 GOOD             MNDT
 PP3547
 PP3547                          STATION DESCRIPTION
 PP3547
 PP3547'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3547'THE MARK IS LOCATED 4.25 MILES (6.84 KM) EASTERLY ALONG TRUNK HIGHWAY
 PP3547'14 FROM ITS JUNCTION WITH TRUNK HIGHWAY 13 IN THE CITY OF WASECA, IN
 PP3547'THE SOUTHEAST QUADRANT OF A GRAVEL ROAD CROSSING OF HIGHWAY 14 AND IN
 PP3547'THE SW 1/4 OF SECTION 12, T107N, R22W.  THE MARK IS 47.0 FEET
 PP3547'(14.3 M) SOUTH OF AND ABOUT 2 FEET (0.6 M) LOWER THAN THE CENTERLINE
 PP3547'OF HIGHWAY 14 AT MILEPOINT 162.05, 29.0 FEET (8.8 M) EAST OF THE
 PP3547'CENTER OF THE GRAVEL ROAD, 38.3 FEET (11.7 M) NORTH OF THE CENTER OF
 PP3547'A DRIVE, 8.1 FEET (2.5 M) NORTH-NORTHWEST OF A TELEPHONE POLE, 1.7
 PP3547'FEET (0.5 M) WEST OF A GAS PIPELINE STEEL POST, AND 1.1 FEET (0.3 M)
 PP3547'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 PP3547'CONTROL MONUMENT DISK STAMPED---8104 E 1977---, IS FASTENED TO THE
 PP3547'TOP OF A COPPER-CLAD STEEL ROD (MAGNETIC) THAT IS DRIVEN TO REFUSAL
 PP3547'AND IS FLUSH WITH THE SURFACE OF THE GROUND.  NOTE--ROD DEPTH
 PP3547'UNKNOWN.
 PP3547
 PP3547                          STATION RECOVERY (1998)
 PP3547
 PP3547'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3547'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3548 ***********************************************************************
 PP3548  DESIGNATION -  8104 F
 PP3548  PID         -  PP3548
 PP3548  STATE/COUNTY-  MN/WASECA
 PP3548  USGS QUAD   -  MERIDEN (1992)
 PP3548
 PP3548                         *CURRENT SURVEY CONTROL
 PP3548  ___________________________________________________________________
 PP3548* NAD 83(1996)-  44 05 15.20527(N)    093 24 23.48288(W)     ADJUSTED  
 PP3548* NAVD 88     -       339.204  (meters)    1112.87   (feet)  ADJUSTED  
 PP3548  ___________________________________________________________________
 PP3548  X           -    -272,674.680 (meters)                     COMP
 PP3548  Y           -  -4,580,827.783 (meters)                     COMP
 PP3548  Z           -   4,415,300.958 (meters)                     COMP
 PP3548  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 PP3548  ELLIP HEIGHT-         310.81  (meters)          (07/31/00) GPS OBS
 PP3548  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 PP3548  DYNAMIC HT  -         339.152 (meters)    1112.70  (feet)  COMP
 PP3548  MODELED GRAV-     980,454.8   (mgal)                       NAVD 88
 PP3548
 PP3548  HORZ ORDER  -  FIRST
 PP3548  VERT ORDER  -  SECOND    CLASS I
 PP3548  ELLP ORDER  -  FOURTH    CLASS I
 PP3548
 PP3548.The horizontal coordinates were established by GPS observations
 PP3548.and adjusted by the National Geodetic Survey in July 2000..
 PP3548
 PP3548.The orthometric height was determined by differential leveling
 PP3548.and adjusted by the National Geodetic Survey in June 1995..
 PP3548
 PP3548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3548
 PP3548.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP3548
 PP3548.The ellipsoidal height was determined by GPS observations
 PP3548.and is referenced to NAD 83.
 PP3548
 PP3548.The geoid height was determined by GEOID03.
 PP3548
 PP3548.The dynamic height is computed by dividing the NAVD 88
 PP3548.geopotential number by the normal gravity value computed on the
 PP3548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3548.degrees latitude (g = 980.6199 gals.).
 PP3548
 PP3548.The modeled gravity was interpolated from observed gravity values.
 PP3548
 PP3548;                    North         East     Units Scale Factor Converg.
 PP3548;SPC MN S     -   221,012.840   847,527.582   MT  0.99994798   +0 24 57.5
 PP3548;UTM  15      - 4,881,678.010   467,455.338   MT  0.99961303   -0 16 58.2
 PP3548
 PP3548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3548!SPC MN S     -   0.99995127  x   0.99994798  =   0.99989925
 PP3548!UTM  15      -   0.99995127  x   0.99961303  =   0.99956432
 PP3548
 PP3548                          SUPERSEDED SURVEY CONTROL
 PP3548
 PP3548  NAVD 88 (07/31/00)  339.20   (m)         1112.9    (f) LEVELING    3  
 PP3548
 PP3548.Superseded values are not recommended for survey control.
 PP3548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3548.See file dsdata.txt to determine how the superseded data were derived.
 PP3548
 PP3548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6745581678(NAD 83)
 PP3548_MARKER: DV = VERTICAL CONTROL DISK
 PP3548_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3548_SP_SET: COPPER-CLAD STEEL ROD
 PP3548_STAMPING: 8104 F 1977
 PP3548_MARK LOGO: MNDT  
 PP3548_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3548+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004
 PP3548
 PP3548  HISTORY     - Date     Condition        Report By
 PP3548  HISTORY     - 1977     MONUMENTED       MNDT
 PP3548  HISTORY     - 19880620 GOOD             MNDT
 PP3548  HISTORY     - 19980406 GOOD             MNDT
 PP3548  HISTORY     - 20040601 GOOD             MNDT
 PP3548
 PP3548                          STATION DESCRIPTION
 PP3548
 PP3548'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3548'THE MARK IS LOCATED 5.2 MILES (8.4 KM) EASTERLY ALONG TRUNK HIGHWAY 14
 PP3548'FROM ITS JUNCTION WITH TRUNK HIGHWAY 13 IN THE CITY OF WASECA, NEAR
 PP3548'THE STEELE-WASECA COUNTY LINE AND IN THE NE 1/4 OF SECTION 12, T107N,
 PP3548'R22W.  THE MARK IS 45.5 FEET (13.9 M) NORTH OF AND ABOUT 5 FEET
 PP3548'(1.5 M) LOWER THAN THE CENTERLINE OF HIGHWAY 14 AT MILEPOINT 161.1,
 PP3548'4.0 FEET (1.2 M) WEST OF THE EAST POLE AND 5.0 FEET (1.5 M) EAST OF
 PP3548'THE WEST POLE OF A HIGH TENSION POWER LINE, 37.6 FEET (11.5 M)
 PP3548'EAST-NORTHEAST OF THE NORTH LEG OF WASECA COUNTY LINE SIGN AND 0.9
 PP3548'FOOT (27.4 CM) EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PP3548'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---8104 F 1977---, IS
 PP3548'FASTENED TO THE TOP OF A COPPER-CLAD STEEL ROD (MAGNETIC) THAT IS
 PP3548'DRIVEN TO REFUSAL AND PROJECTS 0.5 FOOT (15.2 CM) ABOVE THE SURFACE
 PP3548'OF THE GROUND.  NOTE--ROD DEPTH UNKNOWN.
 PP3548
 PP3548                          STATION RECOVERY (1998)
 PP3548
 PP3548'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3548'THE MARK WAS RECOVERED AS DESCRIBED AT TH 14 MP 163.1.
 PP3548
 PP3548                          STATION RECOVERY (2004)
 PP3548
 PP3548'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP3548'5.2 MILES (8.4 KM) EAST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK
 PP3548'HIGHWAY 14 A ND TRUNK  HIGHWAY 13 IN WASECA, 45.5 FEET (13.9 M) NORTH
 PP3548'OF TRUNK HIGHWAY 14, AT TRUNK HIGHWAY 14  MILEPOINT 163.1, 4.0 FEET
 PP3548'(1.2 M) WEST OF EAST POWER POLE, 5 .0 FEET (0.0 CM) EAST OF WEST
 PP3548'POWER POLE, 37.6 FEET (11.5 M) EAST-NORTHEAST OF NORTH LEG OF COUNTY
 PP3548'LINE SIGN, 0.9 FOOT  (27.4 CM) EAST OF WITNESS POST, 23 FEET (7.0 M)
 PP3548'WEST OF D ITCH ON EAST LINE OF SECTION 12..   PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3542 ***********************************************************************
 PP3542  DESIGNATION -  8104 G
 PP3542  PID         -  PP3542
 PP3542  STATE/COUNTY-  MN/WASECA
 PP3542  USGS QUAD   -  MERIDEN (1992)
 PP3542
 PP3542                         *CURRENT SURVEY CONTROL
 PP3542  ___________________________________________________________________
 PP3542* NAD 83(1986)-  44 04 19.     (N)    093 28 53.     (W)     SCALED    
 PP3542* NAVD 88     -       347.406  (meters)    1139.78   (feet)  ADJUSTED  
 PP3542  ___________________________________________________________________
 PP3542  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 PP3542  DYNAMIC HT  -         347.346 (meters)    1139.58  (feet)  COMP
 PP3542  MODELED GRAV-     980,435.1   (mgal)                       NAVD 88
 PP3542
 PP3542  VERT ORDER  -  SECOND    CLASS I
 PP3542
 PP3542.The horizontal coordinates were scaled from a topographic map and have
 PP3542.an estimated accuracy of +/- 6 seconds.
 PP3542
 PP3542.The orthometric height was determined by differential leveling
 PP3542.and adjusted by the National Geodetic Survey in June 1995..
 PP3542
 PP3542.The geoid height was determined by GEOID03.
 PP3542
 PP3542.The dynamic height is computed by dividing the NAVD 88
 PP3542.geopotential number by the normal gravity value computed on the
 PP3542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3542.degrees latitude (g = 980.6199 gals.).
 PP3542
 PP3542.The modeled gravity was interpolated from observed gravity values.
 PP3542
 PP3542;                    North         East    Units  Estimated Accuracy
 PP3542;SPC MN S     -   219,240.      841,540.      MT  (+/- 180 meters Scaled)
 PP3542
 PP3542                          SUPERSEDED SURVEY CONTROL
 PP3542
 PP3542.No superseded survey control is available for this station.
 PP3542
 PP3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ614799(NAD 83)
 PP3542_MARKER: DV = VERTICAL CONTROL DISK
 PP3542_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3542_SP_SET: ALUMINUM ALLOY ROD
 PP3542_STAMPING: 8104 G 1988
 PP3542_MARK LOGO: MNDT  
 PP3542_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3542
 PP3542  HISTORY     - Date     Condition        Report By
 PP3542  HISTORY     - 1988     MONUMENTED       MNDT
 PP3542
 PP3542                          STATION DESCRIPTION
 PP3542
 PP3542'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3542'THE MARK IS LOCATED 0.8 MILE (1.3 KM) EAST ALONG TRUNK HIGHWAY 14 FROM
 PP3542'ITS JUNCTION WITH TRUNK HIGHWAY 13 IN THE CITY OF WASECA TO 11TH
 PP3542'STREET, THENCE SOUTH ON 11TH STREET SOUTHEAST FOR 0.25 MILE
 PP3542'(0.40 KM) TO 5TH AVENUE AND COUNTY ROAD 5, THENCE EAST ON COUNTY ROAD
 PP3542'5 FOR 0.55 MILE (0.89 KM) TO THE MARK IN THE SW 1/4 OF SECTION 16,
 PP3542'T107N, R22W.  THE MARK IS 56.5 FEET (17.2 M) SOUTH-SOUTHWEST OF AND
 PP3542'ABOUT 2.0 FEET (0.6 M) LOWER THAN THE CENTERLINE OF COUNTY ROAD 5,
 PP3542'25.4 FEET (7.7 M) NORTH-NORTHEAST OF THE NORTH RAIL OF THE CHICAGO
 PP3542'AND NORTHWESTERN RAILROAD TRACKS, 29.0 FEET (8.8 M) WEST-NORTHWEST OF
 PP3542'THE CENTER OF A FIELD ENTRANCE AND 8.5 FEET (2.6 M) EAST OF A HIGH
 PP3542'TENSION POWER LINE POLE NUMBER 625.  THE MARK, A STANDARD MAGNETIC
 PP3542'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---8104 G
 PP3542'1988---, IS FASTENED TO THE TOP OF A 3/4-INCH DIAMETER BY 25-FOOT
 PP3542'LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND IS FLUSH WITH THE
 PP3542'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3543 ***********************************************************************
 PP3543  DESIGNATION -  8104 H
 PP3543  PID         -  PP3543
 PP3543  STATE/COUNTY-  MN/WASECA
 PP3543  USGS QUAD   -  MERIDEN (1992)
 PP3543
 PP3543                         *CURRENT SURVEY CONTROL
 PP3543  ___________________________________________________________________
 PP3543* NAD 83(1986)-  44 04 15.     (N)    093 28 06.     (W)     SCALED    
 PP3543* NAVD 88     -       344.506  (meters)    1130.27   (feet)  ADJUSTED  
 PP3543  ___________________________________________________________________
 PP3543  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 PP3543  DYNAMIC HT  -         344.447 (meters)    1130.07  (feet)  COMP
 PP3543  MODELED GRAV-     980,437.8   (mgal)                       NAVD 88
 PP3543
 PP3543  VERT ORDER  -  SECOND    CLASS I
 PP3543
 PP3543.The horizontal coordinates were scaled from a topographic map and have
 PP3543.an estimated accuracy of +/- 6 seconds.
 PP3543
 PP3543.The orthometric height was determined by differential leveling
 PP3543.and adjusted by the National Geodetic Survey in June 1995..
 PP3543
 PP3543.The geoid height was determined by GEOID03.
 PP3543
 PP3543.The dynamic height is computed by dividing the NAVD 88
 PP3543.geopotential number by the normal gravity value computed on the
 PP3543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3543.degrees latitude (g = 980.6199 gals.).
 PP3543
 PP3543.The modeled gravity was interpolated from observed gravity values.
 PP3543
 PP3543;                    North         East    Units  Estimated Accuracy
 PP3543;SPC MN S     -   219,120.      842,590.      MT  (+/- 180 meters Scaled)
 PP3543
 PP3543                          SUPERSEDED SURVEY CONTROL
 PP3543
 PP3543.No superseded survey control is available for this station.
 PP3543
 PP3543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ624798(NAD 83)
 PP3543_MARKER: DV = VERTICAL CONTROL DISK
 PP3543_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3543_SP_SET: HEADWALL OF CONCRETE CULVERT
 PP3543_STAMPING: 8104 H 1988
 PP3543_MARK LOGO: MNDT  
 PP3543_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3543+STABILITY: SURFACE MOTION
 PP3543
 PP3543  HISTORY     - Date     Condition        Report By
 PP3543  HISTORY     - 1988     MONUMENTED       MNDT
 PP3543
 PP3543                          STATION DESCRIPTION
 PP3543
 PP3543'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3543'THE MARK IS LOCATED 0.8 MILE (1.3 KM) EAST ALONG TRUNK HIGHWAY 14 FROM
 PP3543'ITS JUNCTION WITH TRUNK HIGHWAY 13 IN THE CITY OF WASECA TO 11TH
 PP3543'STREET, THENCE SOUTH ON 11TH STREET SOUTHEAST FOR 0.25 MILE
 PP3543'(0.40 KM) TO 5TH AVENUE AND COUNTY ROAD 5, THENCE EAST ON COUNTY ROAD
 PP3543'5 FOR 0.75 MILE (1.21 KM) TO COUNTY ROAD 5 SOUTH AND GRAVEL ROAD
 PP3543'EAST, THENCE EAST ON THE GRAVEL ROAD FOR 0.45 MILE (0.72 KM) TO THE
 PP3543'MARK ON THE RIGHT AND IN THE SE 1/4 OF SECTION 16, T107N, R22W.  THE
 PP3543'MARK IS 96.0 FEET (29.3 M) SOUTH-SOUTHWEST OF THE CENTER OF THE
 PP3543'GRAVEL ROAD, 12.2 FEET (3.7 M) SOUTH-SOUTHWEST OF AND ABOUT 1 FOOT
 PP3543'(0.3 M) LOWER THAN THE SOUTH RAIL OF THE CHICAGO AND NORTHWESTERN
 PP3543'RAILROAD TRACKS AND 164.0 FEET (50.0 M) EAST OF A HIGH TENSION POWER
 PP3543'LINE POLE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PP3543'MONUMENT DISK STAMPED---8104 H 1988---, IS SET IN THE TOP OF THE
 PP3543'HEADWALL OF A CONCRETE CULVERT UNDER THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1227 ***********************************************************************
 OO1227  DESIGNATION -  8105 B
 OO1227  PID         -  OO1227
 OO1227  STATE/COUNTY-  MN/WASECA
 OO1227  USGS QUAD   -  WALDORF (1967)
 OO1227
 OO1227                         *CURRENT SURVEY CONTROL
 OO1227  ___________________________________________________________________
 OO1227* NAD 83(1996)-  43 53 28.59159(N)    093 43 41.61214(W)     ADJUSTED  
 OO1227* NAVD 88     -       328.54   (+/-2cm)    1077.9    (feet)  VERTCON   
 OO1227  ___________________________________________________________________
 OO1227  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 OO1227  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 OO1227
 OO1227  HORZ ORDER  -  THIRD
 OO1227  VERT ORDER  -  THIRD ? (See Below)
 OO1227
 OO1227.The horizontal coordinates were established by classical geodetic methods
 OO1227.and adjusted by the National Geodetic Survey in March 1999..
 OO1227.No horizontal observational check was made to the station.
 OO1227
 OO1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO1227.The vertical order pertains to the NGVD 29 superseded value.
 OO1227
 OO1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO1227
 OO1227.The geoid height was determined by GEOID03.
 OO1227
 OO1227;                    North         East     Units Scale Factor Converg.
 OO1227;SPC MN S     -   199,068.187   821,837.244   MT  0.99997836   +0 11 25.8
 OO1227;UTM  15      - 4,860,054.870   441,508.585   MT  0.99964208   -0 30 17.6
 OO1227
 OO1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1227!SPC MN S     -   0.99995304  x   0.99997836  =   0.99993140
 OO1227!UTM  15      -   0.99995304  x   0.99964208  =   0.99959514
 OO1227
 OO1227                          SUPERSEDED SURVEY CONTROL
 OO1227
 OO1227  NAD 83(1986)-  43 53 28.58626(N)    093 43 41.61196(W) AD(       ) 3
 OO1227  NAD 27      -  43 53 28.69592(N)    093 43 40.79762(W) AD(       ) 3
 OO1227  NGVD 29 (07/19/86)  328.50   (m)         1077.8    (f) LEVELING    3  
 OO1227
 OO1227.Superseded values are not recommended for survey control.
 OO1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1227.See file dsdata.txt to determine how the superseded data were derived.
 OO1227
 OO1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4150960055(NAD 83)
 OO1227_MARKER: DB = BENCH MARK DISK
 OO1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1227_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OO1227_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO1227
 OO1227  HISTORY     - Date     Condition        Report By
 OO1227  HISTORY     - 1967     MONUMENTED       MNDT
 OO1227
 OO1227                          STATION DESCRIPTION
 OO1227
 OO1227'DESCRIBED BY MN DEPT OF TRANSP 1967 (DKH)
 OO1227'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH-SOUTHWEST OF THE TOWN
 OO1227'OF WALDORF, IN THE NE 1/4 OF SECTION 20, T105N, R24W.
 OO1227'
 OO1227'THE STATION MARK, A STANDARD MNHD BENCH MARK DISK
 OO1227'STAMPED---8105B 1967---, IS SET IN THE TOP OF A 6 INCH ROUND PRECAST
 OO1227'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 OO1227'MARK IS 59.0 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 30, 136.5
 OO1227'FEET WEST OF THE CENTERLINE OF COUNTY ROAD 3, 2.4 FEET WEST OF A
 OO1227'RIGHT-OF-WAY POST, AND 0.6 FOOT NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0743 ***********************************************************************
 OO0743  DESIGNATION -  8105 C
 OO0743  PID         -  OO0743
 OO0743  STATE/COUNTY-  MN/WASECA
 OO0743  USGS QUAD   -  WALDORF (1967)
 OO0743
 OO0743                         *CURRENT SURVEY CONTROL
 OO0743  ___________________________________________________________________
 OO0743* NAD 83(1986)-  43 53 31.     (N)    093 42 28.     (W)     SCALED    
 OO0743* NAVD 88     -       333.928  (meters)    1095.56   (feet)  ADJUSTED  
 OO0743  ___________________________________________________________________
 OO0743  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 OO0743  DYNAMIC HT  -         333.854 (meters)    1095.32  (feet)  COMP
 OO0743  MODELED GRAV-     980,387.4   (mgal)                       NAVD 88
 OO0743
 OO0743  VERT ORDER  -  SECOND    CLASS I
 OO0743
 OO0743.The horizontal coordinates were scaled from a topographic map and have
 OO0743.an estimated accuracy of +/- 6 seconds.
 OO0743
 OO0743.The orthometric height was determined by differential leveling
 OO0743.and adjusted by the National Geodetic Survey in June 1991..
 OO0743
 OO0743.The geoid height was determined by GEOID03.
 OO0743
 OO0743.The dynamic height is computed by dividing the NAVD 88
 OO0743.geopotential number by the normal gravity value computed on the
 OO0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0743.degrees latitude (g = 980.6199 gals.).
 OO0743
 OO0743.The modeled gravity was interpolated from observed gravity values.
 OO0743
 OO0743;                    North         East    Units  Estimated Accuracy
 OO0743;SPC MN S     -   199,150.      823,480.      MT  (+/- 180 meters Scaled)
 OO0743
 OO0743                          SUPERSEDED SURVEY CONTROL
 OO0743
 OO0743  NGVD 29 (??/??/92)  333.896  (m)         1095.46   (f) ADJ UNCH    2 1
 OO0743
 OO0743.Superseded values are not recommended for survey control.
 OO0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0743.See file dsdata.txt to determine how the superseded data were derived.
 OO0743
 OO0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ431601(NAD 83)
 OO0743_MARKER: DB = BENCH MARK DISK
 OO0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0743_SP_SET: CONCRETE POST
 OO0743_STAMPING: 8105 C 1967 1095
 OO0743_PROJECTION: RECESSED 5 CENTIMETERS
 OO0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0743+STABILITY: SURFACE MOTION
 OO0743
 OO0743  HISTORY     - Date     Condition        Report By
 OO0743  HISTORY     - 1967     MONUMENTED       MNDT
 OO0743  HISTORY     - 1979     GOOD             MNDT
 OO0743
 OO0743                          STATION DESCRIPTION
 OO0743
 OO0743'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0743'3.50 MI SSW FROM WALDORF.
 OO0743'THE MARK IS LOCATED 3.05 MILES SOUTH ALONG TRUNK HIGHWAY 83 FROM ITS
 OO0743'JUNCTION WITH COUNTY ROAD 4, ON THE WEST EDGE OF WALDORF, TO ITS
 OO0743'JUNCTION WITH TRUNK HIGHWAY 30, THENCE 0.5 MILE WEST ALONG TRUNK
 OO0743'HIGHWAY 30 TO TRUNK HIGHWAY 30 MILEPOINT 157.45. IT IS 68.0 FT. NORTH
 OO0743'OF AND 3 FT. LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 30, 12 FT.
 OO0743'WEST OF THE EXTENDED CENTER OF A DRIVEWAY SOUTH, AND 6.5 FT. EAST OF
 OO0743'A POWER POLE. THE MARK IS 40.7 FT. NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0739 ***********************************************************************
 OO0739  DESIGNATION -  8105 D
 OO0739  PID         -  OO0739
 OO0739  STATE/COUNTY-  MN/WASECA
 OO0739  USGS QUAD   -  WALDORF (1967)
 OO0739
 OO0739                         *CURRENT SURVEY CONTROL
 OO0739  ___________________________________________________________________
 OO0739* NAD 83(1996)-  43 53 30.09190(N)    093 41 49.41587(W)     ADJUSTED  
 OO0739* NAVD 88     -       336.370  (meters)    1103.57   (feet)  ADJUSTED  
 OO0739  ___________________________________________________________________
 OO0739  X           -    -296,874.173 (meters)                     COMP
 OO0739  Y           -  -4,594,467.961 (meters)                     COMP
 OO0739  Z           -   4,399,640.109 (meters)                     COMP
 OO0739  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 OO0739  ELLIP HEIGHT-         307.34  (meters)          (04/27/05) GPS OBS
 OO0739  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 OO0739  DYNAMIC HT  -         336.295 (meters)    1103.33  (feet)  COMP
 OO0739  MODELED GRAV-     980,386.3   (mgal)                       NAVD 88
 OO0739
 OO0739  HORZ ORDER  -  FIRST
 OO0739  VERT ORDER  -  SECOND    CLASS I
 OO0739  ELLP ORDER  -  FOURTH    CLASS I
 OO0739
 OO0739.The horizontal coordinates were established by GPS observations
 OO0739.and adjusted by the MN DEPT OF TRANSP in April 2005..
 OO0739
 OO0739.The orthometric height was determined by differential leveling
 OO0739.and adjusted by the National Geodetic Survey in June 1991..
 OO0739
 OO0739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0739
 OO0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0739
 OO0739.The ellipsoidal height was determined by GPS observations
 OO0739.and is referenced to NAD 83.
 OO0739
 OO0739.The geoid height was determined by GEOID03.
 OO0739
 OO0739.The dynamic height is computed by dividing the NAVD 88
 OO0739.geopotential number by the normal gravity value computed on the
 OO0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0739.degrees latitude (g = 980.6199 gals.).
 OO0739
 OO0739.The modeled gravity was interpolated from observed gravity values.
 OO0739
 OO0739;                    North         East     Units Scale Factor Converg.
 OO0739;SPC MN S     -   199,123.294   824,341.239   MT  0.99997828   +0 12 44.4
 OO0739;UTM  15      - 4,860,079.570   444,012.218   MT  0.99963855   -0 28 59.8
 OO0739
 OO0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0739!SPC MN S     -   0.99995181  x   0.99997828  =   0.99993009
 OO0739!UTM  15      -   0.99995181  x   0.99963855  =   0.99959038
 OO0739
 OO0739                          SUPERSEDED SURVEY CONTROL
 OO0739
 OO0739  NAVD 88 (04/27/05)  336.37   (m)         1103.6    (f) LEVELING    3  
 OO0739  NGVD 29 (??/??/92)  336.338  (m)         1103.47   (f) ADJ UNCH    2 1
 OO0739
 OO0739.Superseded values are not recommended for survey control.
 OO0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0739.See file dsdata.txt to determine how the superseded data were derived.
 OO0739
 OO0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4401260080(NAD 83)
 OO0739_MARKER: DB = BENCH MARK DISK
 OO0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0739_SP_SET: CONCRETE POST
 OO0739_STAMPING: 8105 D 1967
 OO0739_MARK LOGO: MNDT  
 OO0739_PROJECTION: RECESSED 8 CENTIMETERS
 OO0739_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OO0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0739+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 OO0739
 OO0739  HISTORY     - Date     Condition        Report By
 OO0739  HISTORY     - 1967     MONUMENTED       MNDT
 OO0739  HISTORY     - 1979     GOOD             MNDT
 OO0739  HISTORY     - 20040602 GOOD             MNDT
 OO0739
 OO0739                          STATION DESCRIPTION
 OO0739
 OO0739'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0739'3.0 MI SOUTH FROM WALDORF.
 OO0739'THE MARK IS LOCATED 3.05 MILES SOUTH ALONG TRUNK HIGHWAY 83 FROM THE
 OO0739'JUNCTION OF COUNTY ROAD 4, ON THE WEST EDGE OF WALDORF, TO THE
 OO0739'JUNCTION OF TRUNK HIGHWAY 30. IT IS 103.0 FT. NORTH OF THE CENTERLINE
 OO0739'OF TRUNK HIGHWAY 30, 129.0 FT. EAST OF THE CENTERLINE OF TRUNK
 OO0739'HIGHWAY 83, AND ABOUT 6 FT. LOWER THAN THE INTERSECTION OF THE
 OO0739'HIGHWAYS. IT IS 67.5 FT. NORTHWEST OF THE NORTH END OF A 24 INCH
 OO0739'SECTIONAL CONCRETE PIPE UNDER TRUNK HIGHWAY 30, 63.5 FT. SOUTHEAST
 OO0739'OF A TELEPHONE PEDESTAL, AND 51.6 FT. NORTHWEST OF A POWER POLE. MARK
 OO0739'IS 0.4 FT. SOUTHWEST OF A STEEL WITNESS POST.
 OO0739
 OO0739                          STATION RECOVERY (2004)
 OO0739
 OO0739'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 OO0739'3.05 MILES (4.91 KM) SOUTH OF JUNCTION OF TRUNK HIGHWAY 83 AND COUNTY
 OO0739'ROAD 4 AT WALDORF, AT JUNCTION OF TRUNK HIGHWAY 83 AND TRUNK HIGHWAY
 OO0739'30, 129 FEE T EAST OF TRUNK HIGHWAY 83, 67.5 FEET (20.6 M) NORTHWEST
 OO0739'OF NORTH END OF CONCRE TE CULVERT, 63.5 FEET (19.4 M) SOUTHEAST OF
 OO0739'TELEPHONE PEDESTAL, 51.6 FEET (15.7 M) NORTH WEST OF POWER POLE, 1.0
 OO0739'FEET (0.3 M) SOUTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0744 ***********************************************************************
 OO0744  DESIGNATION -  8105 E
 OO0744  PID         -  OO0744
 OO0744  STATE/COUNTY-  MN/WASECA
 OO0744  USGS QUAD   -  WALDORF (1967)
 OO0744
 OO0744                         *CURRENT SURVEY CONTROL
 OO0744  ___________________________________________________________________
 OO0744* NAD 83(1986)-  43 53 29.     (N)    093 40 38.     (W)     SCALED    
 OO0744* NAVD 88     -       336.763  (meters)    1104.86   (feet)  ADJUSTED  
 OO0744  ___________________________________________________________________
 OO0744  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 OO0744  DYNAMIC HT  -         336.687 (meters)    1104.61  (feet)  COMP
 OO0744  MODELED GRAV-     980,384.6   (mgal)                       NAVD 88
 OO0744
 OO0744  VERT ORDER  -  SECOND    CLASS I
 OO0744
 OO0744.The horizontal coordinates were scaled from a topographic map and have
 OO0744.an estimated accuracy of +/- 6 seconds.
 OO0744
 OO0744.The orthometric height was determined by differential leveling
 OO0744.and adjusted by the National Geodetic Survey in June 1991..
 OO0744
 OO0744.The geoid height was determined by GEOID03.
 OO0744
 OO0744.The dynamic height is computed by dividing the NAVD 88
 OO0744.geopotential number by the normal gravity value computed on the
 OO0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0744.degrees latitude (g = 980.6199 gals.).
 OO0744
 OO0744.The modeled gravity was interpolated from observed gravity values.
 OO0744
 OO0744;                    North         East    Units  Estimated Accuracy
 OO0744;SPC MN S     -   199,100.      825,940.      MT  (+/- 180 meters Scaled)
 OO0744
 OO0744                          SUPERSEDED SURVEY CONTROL
 OO0744
 OO0744  NGVD 29 (??/??/92)  336.731  (m)         1104.76   (f) ADJ UNCH    2 1
 OO0744
 OO0744.Superseded values are not recommended for survey control.
 OO0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0744.See file dsdata.txt to determine how the superseded data were derived.
 OO0744
 OO0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ456600(NAD 83)
 OO0744_MARKER: DB = BENCH MARK DISK
 OO0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0744_SP_SET: CONCRETE POST
 OO0744_STAMPING: 8105 E 1967 1104
 OO0744_PROJECTION: FLUSH
 OO0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0744+STABILITY: SURFACE MOTION
 OO0744
 OO0744  HISTORY     - Date     Condition        Report By
 OO0744  HISTORY     - 1967     MONUMENTED       MNDT
 OO0744  HISTORY     - 1979     GOOD             MNDT
 OO0744
 OO0744                          STATION DESCRIPTION
 OO0744
 OO0744'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0744'4.0 MI SSE FROM WALDORF.
 OO0744'THE MARK IS LOCATED 3.05 MILES SOUTH ALONG TRUNK HIGHWAY 83 FROM THE
 OO0744'JUNCTION OF COUNTY ROAD 4, ON THE WEST EDGE OF WALDORF, TO THE
 OO0744'JUNCTION OF TRUNK HIGHWAY 30, THENCE 1.0 MILE EAST ALONG TRUNK HIGHWAY
 OO0744'30 TO TRUNK HIGHWAY 30 MILEPOINT 158.95. IT IS 51.5 FT. SOUTH OF AND
 OO0744'2 FT. LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 30, 74 FT. EAST OF
 OO0744'THE CENTER OF A TOWNSHIP ROAD, 87.0 FT. WEST OF A PIPELINE MARKER
 OO0744'MP 31 AND 27, AND 54 FT. EAST SOUTHEAST OF THE EAST END OF A 15 INCH
 OO0744'CORRUGATED METAL PIPE UNDER THE TOWNSHIP ROAD. MARK IS 0.4 FT. NORTH
 OO0744'OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0746 ***********************************************************************
 OO0746  DESIGNATION -  8105 F
 OO0746  PID         -  OO0746
 OO0746  STATE/COUNTY-  MN/WASECA
 OO0746  USGS QUAD   -  WALDORF (1967)
 OO0746
 OO0746                         *CURRENT SURVEY CONTROL
 OO0746  ___________________________________________________________________
 OO0746* NAD 83(1986)-  43 53 31.     (N)    093 38 14.     (W)     SCALED    
 OO0746* NAVD 88     -       344.768  (meters)    1131.13   (feet)  ADJUSTED  
 OO0746  ___________________________________________________________________
 OO0746  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 OO0746  DYNAMIC HT  -         344.690 (meters)    1130.87  (feet)  COMP
 OO0746  MODELED GRAV-     980,382.2   (mgal)                       NAVD 88
 OO0746
 OO0746  VERT ORDER  -  SECOND    CLASS I
 OO0746
 OO0746.The horizontal coordinates were scaled from a topographic map and have
 OO0746.an estimated accuracy of +/- 6 seconds.
 OO0746
 OO0746.The orthometric height was determined by differential leveling
 OO0746.and adjusted by the National Geodetic Survey in June 1991..
 OO0746
 OO0746.The geoid height was determined by GEOID03.
 OO0746
 OO0746.The dynamic height is computed by dividing the NAVD 88
 OO0746.geopotential number by the normal gravity value computed on the
 OO0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0746.degrees latitude (g = 980.6199 gals.).
 OO0746
 OO0746.The modeled gravity was interpolated from observed gravity values.
 OO0746
 OO0746;                    North         East    Units  Estimated Accuracy
 OO0746;SPC MN S     -   199,170.      829,150.      MT  (+/- 180 meters Scaled)
 OO0746
 OO0746                          SUPERSEDED SURVEY CONTROL
 OO0746
 OO0746  NGVD 29 (??/??/92)  344.736  (m)         1131.02   (f) ADJ UNCH    2 1
 OO0746
 OO0746.Superseded values are not recommended for survey control.
 OO0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0746.See file dsdata.txt to determine how the superseded data were derived.
 OO0746
 OO0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ488600(NAD 83)
 OO0746_MARKER: DB = BENCH MARK DISK
 OO0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0746_SP_SET: CONCRETE POST
 OO0746_STAMPING: 8105 F 1967 1131
 OO0746_PROJECTION: FLUSH
 OO0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0746+STABILITY: SURFACE MOTION
 OO0746
 OO0746  HISTORY     - Date     Condition        Report By
 OO0746  HISTORY     - 1967     MONUMENTED       MNDT
 OO0746  HISTORY     - 1979     GOOD             MNDT
 OO0746
 OO0746                          STATION DESCRIPTION
 OO0746
 OO0746'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0746'6.0 MI SE FROM WALDORF.
 OO0746'THE MARK IS LOCATED 3.05 MILES SOUTH ALONG TRUNK HIGHWAY 83 FROM ITS
 OO0746'JUNCTION WITH COUNTY ROAD 4, ON THE WEST EDGE OF WALDORF, TO ITS
 OO0746'JUNCTION WITH TRUNK HIGHWAY 30, THENCE 3.0 MILES EAST ALONG TRUNK
 OO0746'HIGHWAY 30 TO TRUNK HIGHWAY 30 MILEPOINT 160.95. IT IS 60.0 FT. NORTH
 OO0746'OF AND 2 FT. LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 30, 71 FT.
 OO0746'WEST OF A FIELD ENTRANCE, 60.9 FT. WEST NORTHWEST OF THE WEST END OF
 OO0746'A 15 INCH CORRUGATED METAL PIPE UNDER THE EASTERLY FIELD ENTRANCE, 11
 OO0746'FT. EAST OF FIELD ENTRANCE, 24.2 FT. NORTH OF THE EAST END OF A 15
 OO0746'INCH CORRUGATED METAL PIPE UNDER THE WEST FIELD ENTRANCE, AND 7.0 FT.
 OO0746'WEST OF A POWER POLE. THE MARK IS 0.5 FT. SOUTH OF A STEEL WITNESS
 OO0746'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0747 ***********************************************************************
 OO0747  DESIGNATION -  8105 G
 OO0747  PID         -  OO0747
 OO0747  STATE/COUNTY-  MN/WASECA
 OO0747  USGS QUAD   -  WALDORF (1967)
 OO0747
 OO0747                         *CURRENT SURVEY CONTROL
 OO0747  ___________________________________________________________________
 OO0747* NAD 83(1986)-  43 53 31.     (N)    093 37 37.     (W)     SCALED    
 OO0747* NAVD 88     -       349.261  (meters)    1145.87   (feet)  ADJUSTED  
 OO0747  ___________________________________________________________________
 OO0747  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 OO0747  DYNAMIC HT  -         349.181 (meters)    1145.60  (feet)  COMP
 OO0747  MODELED GRAV-     980,381.8   (mgal)                       NAVD 88
 OO0747
 OO0747  VERT ORDER  -  SECOND    CLASS I
 OO0747
 OO0747.The horizontal coordinates were scaled from a topographic map and have
 OO0747.an estimated accuracy of +/- 6 seconds.
 OO0747
 OO0747.The orthometric height was determined by differential leveling
 OO0747.and adjusted by the National Geodetic Survey in June 1991..
 OO0747
 OO0747.The geoid height was determined by GEOID03.
 OO0747
 OO0747.The dynamic height is computed by dividing the NAVD 88
 OO0747.geopotential number by the normal gravity value computed on the
 OO0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0747.degrees latitude (g = 980.6199 gals.).
 OO0747
 OO0747.The modeled gravity was interpolated from observed gravity values.
 OO0747
 OO0747;                    North         East    Units  Estimated Accuracy
 OO0747;SPC MN S     -   199,180.      829,980.      MT  (+/- 180 meters Scaled)
 OO0747
 OO0747                          SUPERSEDED SURVEY CONTROL
 OO0747
 OO0747  NGVD 29 (??/??/92)  349.228  (m)         1145.76   (f) ADJ UNCH    2 1
 OO0747
 OO0747.Superseded values are not recommended for survey control.
 OO0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0747.See file dsdata.txt to determine how the superseded data were derived.
 OO0747
 OO0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ496600(NAD 83)
 OO0747_MARKER: DB = BENCH MARK DISK
 OO0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0747_SP_SET: CONCRETE POST
 OO0747_STAMPING: 8105 G 1967 1145
 OO0747_PROJECTION: FLUSH
 OO0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0747+STABILITY: SURFACE MOTION
 OO0747
 OO0747  HISTORY     - Date     Condition        Report By
 OO0747  HISTORY     - 1967     MONUMENTED       MNDT
 OO0747  HISTORY     - 1979     GOOD             MNDT
 OO0747
 OO0747                          STATION DESCRIPTION
 OO0747
 OO0747'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0747'4.6 MI SE FROM WALDORF.
 OO0747'THE MARK IS 3.05 MILES SOUTH ALONG TRUNK HIGHWAY 83 FROM ITS JUNCTION
 OO0747'WITH COUNTY ROAD 4, ON THE WEST EDGE OF WALDORF, TO ITS JUNCTION
 OO0747'WITH TRUNK HIGHWAY 30, THENCE 3.5 MILES EAST ALONG TRUNK HIGHWAY 30
 OO0747'TO ITS INTERSECTION WITH COUNTY ROAD 11 AT TRUNK HIGHWAY 30 MILEPOINT
 OO0747'161.45. IT IS 60.0 FT. NORTH OF AND 2 FT. LOWER THAN THE CENTERLINE OF
 OO0747'TRUNK HIGHWAY 30, 146 FT. EAST OF THE CENTER OF COUNTY ROAD 11, 12.3
 OO0747'FT. NORTHWEST OF A BURIED TELEPHONE CABLE PEDESTAL, AND 1.4 FT.
 OO0747'EAST OF A RIGHT OF WAY SIGN POST. THE MAKR IS 0.5 FT. SOUTH OF A
 OO0747'STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0749 ***********************************************************************
 OO0749  DESIGNATION -  8105 H
 OO0749  PID         -  OO0749
 OO0749  STATE/COUNTY-  MN/WASECA
 OO0749  USGS QUAD   -  OTISCO (1967)
 OO0749
 OO0749                         *CURRENT SURVEY CONTROL
 OO0749  ___________________________________________________________________
 OO0749* NAD 83(1996)-  43 53 30.47462(N)    093 36 25.65907(W)     ADJUSTED  
 OO0749* NAVD 88     -       350.690  (meters)    1150.56   (feet)  ADJUSTED  
 OO0749  ___________________________________________________________________
 OO0749  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 OO0749  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 OO0749  DYNAMIC HT  -         350.610 (meters)    1150.29  (feet)  COMP
 OO0749  MODELED GRAV-     980,381.2   (mgal)                       NAVD 88
 OO0749
 OO0749  HORZ ORDER  -  THIRD
 OO0749  VERT ORDER  -  SECOND    CLASS I
 OO0749
 OO0749.The horizontal coordinates were established by classical geodetic methods
 OO0749.and adjusted by the National Geodetic Survey in March 1999..
 OO0749.No horizontal observational check was made to the station.
 OO0749
 OO0749.The orthometric height was determined by differential leveling
 OO0749.and adjusted by the National Geodetic Survey in June 1991..
 OO0749
 OO0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0749
 OO0749.The geoid height was determined by GEOID03.
 OO0749
 OO0749.The dynamic height is computed by dividing the NAVD 88
 OO0749.geopotential number by the normal gravity value computed on the
 OO0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0749.degrees latitude (g = 980.6199 gals.).
 OO0749
 OO0749.The modeled gravity was interpolated from observed gravity values.
 OO0749
 OO0749;                    North         East     Units Scale Factor Converg.
 OO0749;SPC MN S     -   199,165.861   831,567.208   MT  0.99997826   +0 16 31.4
 OO0749;UTM  15      - 4,860,034.379   451,235.681   MT  0.99962925   -0 25 15.3
 OO0749
 OO0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0749!SPC MN S     -   0.99994958  x   0.99997826  =   0.99992784
 OO0749!UTM  15      -   0.99994958  x   0.99962925  =   0.99957885
 OO0749
 OO0749                          SUPERSEDED SURVEY CONTROL
 OO0749
 OO0749  NAD 83(1986)-  43 53 30.46672(N)    093 36 25.65906(W) AD(       ) 3
 OO0749  NAD 27      -  43 53 30.58438(N)    093 36 24.85890(W) AD(       ) 3
 OO0749  NGVD 29 (??/??/92)  350.658  (m)         1150.45   (f) ADJ UNCH    2 1
 OO0749
 OO0749.Superseded values are not recommended for survey control.
 OO0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0749.See file dsdata.txt to determine how the superseded data were derived.
 OO0749
 OO0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5123660034(NAD 83)
 OO0749_MARKER: DB = BENCH MARK DISK
 OO0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0749_SP_SET: CONCRETE POST
 OO0749_STAMPING: 8105 H 1967 1150
 OO0749_PROJECTION: FLUSH
 OO0749_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0749+STABILITY: SURFACE MOTION
 OO0749
 OO0749  HISTORY     - Date     Condition        Report By
 OO0749  HISTORY     - 1967     MONUMENTED       MNDT
 OO0749  HISTORY     - 1979     GOOD             MNDT
 OO0749
 OO0749                          STATION DESCRIPTION
 OO0749
 OO0749'DESCRIBED BY MN DEPT OF TRANSP 1967 (DKH)
 OO0749'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF THE TOWN OF NEW
 OO0749'RICHLAND, IN THE SW 1/4 OF SECTION 16, T105N, R23W.
 OO0749'
 OO0749'THE STATION MARK, A STANDARD MNHD BENCH MARK DISK
 OO0749'STAMPED---8105H 1967---, IS SET IN THE TOP OF A 6 INCH ROUND PRECAST
 OO0749'CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE
 OO0749'GROUND.  THE MARK IS 54.5 FEET NORTH OF THE CENTERLINE OF TRUNK
 OO0749'HIGHWAY 30, 45 FEET EAST OF THE CENTER OF A ROAD, 17 FEET EAST OF A
 OO0749'TELEPHONE POLE, 6.0 FEET WEST OF AN END FENCEPOST, AND 0.8 FOOT SOUTH
 OO0749'OF A STEEL WITNESS POST.
 OO0749
 OO0749                          STATION RECOVERY (1979)
 OO0749
 OO0749'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 OO0749'6.0 MI WEST FROM NEW RICHLAND.
 OO0749'THE MARK IS LOCATED 6.0 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 OO0749'JUNCTION WITH TRUNK HIGHWAY 13, ON THE EAST EDGE OF NEW RICHLAND, AT
 OO0749'TRUNK HIGHWAY 13 MILEPOINT 162.45. IT IS 54.0 FT. NORTH OF AND ABOUT
 OO0749'LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 30, 44 FT. EAST OF THE
 OO0749'CENTER OF A TOWNSHIP ROAD, 17.3 FT. EAST OF A T POLE NUMBERED C8, AND
 OO0749'6.0 FT. WEST OF A CORNER FENCE POST OLD RAILROAD TIE. THE MARK IS 0.6
 OO0749'FT. SOUTH OF A STEEL WITNESS POST. THIS MARK IS TIPPED TO THE
 OO0749'SOUTHWEST. THE HIGH POINT IS AT THE NORTH EDGE OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0753 ***********************************************************************
 OO0753  DESIGNATION -  8105 I
 OO0753  PID         -  OO0753
 OO0753  STATE/COUNTY-  MN/WASECA
 OO0753  USGS QUAD   -  OTISCO (1967)
 OO0753
 OO0753                         *CURRENT SURVEY CONTROL
 OO0753  ___________________________________________________________________
 OO0753* NAD 83(1986)-  43 53 30.     (N)    093 35 12.     (W)     SCALED    
 OO0753* NAVD 88     -       358.668  (meters)    1176.73   (feet)  ADJUSTED  
 OO0753  ___________________________________________________________________
 OO0753  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 OO0753  DYNAMIC HT  -         358.586 (meters)    1176.46  (feet)  COMP
 OO0753  MODELED GRAV-     980,381.2   (mgal)                       NAVD 88
 OO0753
 OO0753  VERT ORDER  -  SECOND    CLASS I
 OO0753
 OO0753.The horizontal coordinates were scaled from a topographic map and have
 OO0753.an estimated accuracy of +/- 6 seconds.
 OO0753
 OO0753.The orthometric height was determined by differential leveling
 OO0753.and adjusted by the National Geodetic Survey in June 1991..
 OO0753
 OO0753.The geoid height was determined by GEOID03.
 OO0753
 OO0753.The dynamic height is computed by dividing the NAVD 88
 OO0753.geopotential number by the normal gravity value computed on the
 OO0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0753.degrees latitude (g = 980.6199 gals.).
 OO0753
 OO0753.The modeled gravity was interpolated from observed gravity values.
 OO0753
 OO0753;                    North         East    Units  Estimated Accuracy
 OO0753;SPC MN S     -   199,160.      833,210.      MT  (+/- 180 meters Scaled)
 OO0753
 OO0753                          SUPERSEDED SURVEY CONTROL
 OO0753
 OO0753  NGVD 29 (??/??/92)  358.636  (m)         1176.62   (f) ADJ UNCH    2 1
 OO0753
 OO0753.Superseded values are not recommended for survey control.
 OO0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0753.See file dsdata.txt to determine how the superseded data were derived.
 OO0753
 OO0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ528600(NAD 83)
 OO0753_MARKER: DB = BENCH MARK DISK
 OO0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0753_SP_SET: CONCRETE POST
 OO0753_STAMPING: 8105 I 1967 1176
 OO0753_PROJECTION: FLUSH
 OO0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0753+STABILITY: SURFACE MOTION
 OO0753
 OO0753  HISTORY     - Date     Condition        Report By
 OO0753  HISTORY     - 1967     MONUMENTED       MNDT
 OO0753  HISTORY     - 1979     GOOD             MNDT
 OO0753
 OO0753                          STATION DESCRIPTION
 OO0753
 OO0753'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0753'5.0 MI WEST FROM NEW RICHLAND.
 OO0753'THE MARK IS LOCATED 5.0 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 OO0753'JUNCTION WITH TRUNK HIGHWAY 13, ON THE EAST EDGE OF NEW RICHLAND, AT
 OO0753'TRUNK HIGHWAY 30 MILEPOINT 163.45. IT IS 47.0 FT. SOUTH OF AND 2 FT.
 OO0753'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 30, 49 FT. EAST OF THE
 OO0753'CENTER OF COUNTY ROAD 59, 22.0 FT. EAST NORTHEAST OF A FENCE CORNER,
 OO0753'21.7 FT. EAST SOUTHEAST OF A POWER POLE AND 7.6 FT. WEST OF A 12 INCH
 OO0753'MAPLE TREE. THE MARK IS 0.5 FT. NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0754 ***********************************************************************
 OO0754  DESIGNATION -  8105 J
 OO0754  PID         -  OO0754
 OO0754  STATE/COUNTY-  MN/WASECA
 OO0754  USGS QUAD   -  OTISCO (1967)
 OO0754
 OO0754                         *CURRENT SURVEY CONTROL
 OO0754  ___________________________________________________________________
 OO0754* NAD 83(1986)-  43 53 31.     (N)    093 34 03.     (W)     SCALED    
 OO0754* NAVD 88     -       358.104  (meters)    1174.88   (feet)  ADJUSTED  
 OO0754  ___________________________________________________________________
 OO0754  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 OO0754  DYNAMIC HT  -         358.023 (meters)    1174.61  (feet)  COMP
 OO0754  MODELED GRAV-     980,381.6   (mgal)                       NAVD 88
 OO0754
 OO0754  VERT ORDER  -  SECOND    CLASS I
 OO0754
 OO0754.The horizontal coordinates were scaled from a topographic map and have
 OO0754.an estimated accuracy of +/- 6 seconds.
 OO0754
 OO0754.The orthometric height was determined by differential leveling
 OO0754.and adjusted by the National Geodetic Survey in June 1991..
 OO0754
 OO0754.The geoid height was determined by GEOID03.
 OO0754
 OO0754.The dynamic height is computed by dividing the NAVD 88
 OO0754.geopotential number by the normal gravity value computed on the
 OO0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0754.degrees latitude (g = 980.6199 gals.).
 OO0754
 OO0754.The modeled gravity was interpolated from observed gravity values.
 OO0754
 OO0754;                    North         East    Units  Estimated Accuracy
 OO0754;SPC MN S     -   199,200.      834,750.      MT  (+/- 180 meters Scaled)
 OO0754
 OO0754                          SUPERSEDED SURVEY CONTROL
 OO0754
 OO0754  NGVD 29 (??/??/92)  358.073  (m)         1174.78   (f) ADJ UNCH    2 1
 OO0754
 OO0754.Superseded values are not recommended for survey control.
 OO0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0754.See file dsdata.txt to determine how the superseded data were derived.
 OO0754
 OO0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ544600(NAD 83)
 OO0754_MARKER: DB = BENCH MARK DISK
 OO0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0754_SP_SET: CONCRETE POST
 OO0754_STAMPING: 8105 J 1967 1174
 OO0754_PROJECTION: FLUSH
 OO0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0754+STABILITY: SURFACE MOTION
 OO0754
 OO0754  HISTORY     - Date     Condition        Report By
 OO0754  HISTORY     - 1967     MONUMENTED       MNDT
 OO0754  HISTORY     - 1979     GOOD             MNDT
 OO0754
 OO0754                          STATION DESCRIPTION
 OO0754
 OO0754'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0754'4.0 MI WEST FROM NEW RICHLAND.
 OO0754'THE MARK IS LOCATED 4.0 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 OO0754'JUNCTION WITH TRUNK HIGHWAY 13, ON THE EAST EDGE OF NEW RICHLAND, AT
 OO0754'TRUNK HIGHWAY 30 MILEPOINT 164.45. IT IS 60.0 FT. NORTH OF AND 4 FT.
 OO0754'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 30, 193 FT. EAST OF A
 OO0754'DRIVEWAY TO THE NORTH, 99.7 FT. WEST NORTHWEST OF A TELEPHONE PEDESTAL
 OO0754'NUMBERED LP 4, AND 6.0 FT. WEST SOUTHWEST OF THE END POST OF A NORTH
 OO0754'SOUTH FENCE LINE. THE MARK IS 0.7 FT. SOUTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0755 ***********************************************************************
 OO0755  DESIGNATION -  8105 K
 OO0755  PID         -  OO0755
 OO0755  STATE/COUNTY-  MN/WASECA
 OO0755  USGS QUAD   -  OTISCO (1967)
 OO0755
 OO0755                         *CURRENT SURVEY CONTROL
 OO0755  ___________________________________________________________________
 OO0755* NAD 83(1996)-  43 53 29.61847(N)    093 32 48.73664(W)     ADJUSTED  
 OO0755* NAVD 88     -       356.309  (meters)    1168.99   (feet)  ADJUSTED  
 OO0755  ___________________________________________________________________
 OO0755  X           -    -284,831.261 (meters)                     COMP
 OO0755  Y           -  -4,595,254.771 (meters)                     COMP
 OO0755  Z           -   4,399,643.354 (meters)                     COMP
 OO0755  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 OO0755  ELLIP HEIGHT-         327.21  (meters)          (04/27/05) GPS OBS
 OO0755  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 OO0755  DYNAMIC HT  -         356.228 (meters)    1168.72  (feet)  COMP
 OO0755  MODELED GRAV-     980,382.5   (mgal)                       NAVD 88
 OO0755
 OO0755  HORZ ORDER  -  FIRST
 OO0755  VERT ORDER  -  SECOND    CLASS I
 OO0755  ELLP ORDER  -  FOURTH    CLASS I
 OO0755
 OO0755.The horizontal coordinates were established by GPS observations
 OO0755.and adjusted by the MN DEPT OF TRANSP in April 2005..
 OO0755
 OO0755.The orthometric height was determined by differential leveling
 OO0755.and adjusted by the National Geodetic Survey in June 1991..
 OO0755
 OO0755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0755
 OO0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0755
 OO0755.The ellipsoidal height was determined by GPS observations
 OO0755.and is referenced to NAD 83.
 OO0755
 OO0755.The geoid height was determined by GEOID03.
 OO0755
 OO0755.The dynamic height is computed by dividing the NAVD 88
 OO0755.geopotential number by the normal gravity value computed on the
 OO0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0755.degrees latitude (g = 980.6199 gals.).
 OO0755
 OO0755.The modeled gravity was interpolated from observed gravity values.
 OO0755
 OO0755;                    North         East     Units Scale Factor Converg.
 OO0755;SPC MN S     -   199,164.492   836,408.881   MT  0.99997831   +0 19 03.4
 OO0755;UTM  15      - 4,859,974.174   456,075.277   MT  0.99962373   -0 22 44.9
 OO0755
 OO0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0755!SPC MN S     -   0.99994869  x   0.99997831  =   0.99992700
 OO0755!UTM  15      -   0.99994869  x   0.99962373  =   0.99957244
 OO0755
 OO0755                          SUPERSEDED SURVEY CONTROL
 OO0755
 OO0755  NAVD 88 (04/27/05)  356.31   (m)         1169.0    (f) LEVELING    3  
 OO0755  NGVD 29 (??/??/92)  356.279  (m)         1168.89   (f) ADJ UNCH    2 1
 OO0755
 OO0755.Superseded values are not recommended for survey control.
 OO0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0755.See file dsdata.txt to determine how the superseded data were derived.
 OO0755
 OO0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5607559974(NAD 83)
 OO0755_MARKER: DB = BENCH MARK DISK
 OO0755_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0755_SP_SET: CONCRETE POST
 OO0755_STAMPING: 8105 K 1967
 OO0755_MARK LOGO: MNDT  
 OO0755_PROJECTION: FLUSH
 OO0755_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OO0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0755+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 OO0755
 OO0755  HISTORY     - Date     Condition        Report By
 OO0755  HISTORY     - 1967     MONUMENTED       MNDT
 OO0755  HISTORY     - 1979     GOOD             MNDT
 OO0755  HISTORY     - 20040602 GOOD             MNDT
 OO0755
 OO0755                          STATION DESCRIPTION
 OO0755
 OO0755'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0755'3.0 MI WEST FROM NEW RICHLAND.
 OO0755'THE MARK IS LOCATED 3.0 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 OO0755'JUNCTION WITH TRUNK HIGHWAY 13, ON THE EAST EDGE OF NEW RICHLAND, AT
 OO0755'TRUNK HIGHWAY 30 MILEPOINT 165.45. IT IS 61.5 FT. SOUTH OF AND ABOUT
 OO0755'LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 30, 54 FT. EAST OF THE
 OO0755'CENTER OF A TOWNSHIP ROAD, AND 22.3 FT. EAST OF A POWER POLE. THE
 OO0755'MARK IS 0.5 FT. NORTH OF A STEEL WITNESS POST.
 OO0755
 OO0755                          STATION RECOVERY (2004)
 OO0755
 OO0755'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 OO0755'3 MILES (4.8 KM) WEST OF JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 OO0755'HIGHWAY 13 AT N EW RICHLAND, 61.5 FEET (18.7 M) SOUTH OF TRUNK HIGHWAY
 OO0755'30, AT TRUNK HIGHWAY 30 MILEPOINT 165.45, 54 FEET (16.5 M) EAST OF
 OO0755'110TH STREET, 22.3 FEET (6.8 M) EAST OF POWE R POLE, 0.5 FEET (15.2
 OO0755'CM) NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0756 ***********************************************************************
 OO0756  DESIGNATION -  8105 L
 OO0756  PID         -  OO0756
 OO0756  STATE/COUNTY-  MN/WASECA
 OO0756  USGS QUAD   -  OTISCO (1967)
 OO0756
 OO0756                         *CURRENT SURVEY CONTROL
 OO0756  ___________________________________________________________________
 OO0756* NAD 83(1986)-  43 53 30.     (N)    093 31 50.     (W)     SCALED    
 OO0756* NAVD 88     -       353.000  (meters)    1158.13   (feet)  ADJUSTED  
 OO0756  ___________________________________________________________________
 OO0756  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 OO0756  DYNAMIC HT  -         352.920 (meters)    1157.87  (feet)  COMP
 OO0756  MODELED GRAV-     980,383.5   (mgal)                       NAVD 88
 OO0756
 OO0756  VERT ORDER  -  SECOND    CLASS I
 OO0756
 OO0756.The horizontal coordinates were scaled from a topographic map and have
 OO0756.an estimated accuracy of +/- 6 seconds.
 OO0756
 OO0756.The orthometric height was determined by differential leveling
 OO0756.and adjusted by the National Geodetic Survey in June 1991..
 OO0756
 OO0756.The geoid height was determined by GEOID03.
 OO0756
 OO0756.The dynamic height is computed by dividing the NAVD 88
 OO0756.geopotential number by the normal gravity value computed on the
 OO0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0756.degrees latitude (g = 980.6199 gals.).
 OO0756
 OO0756.The modeled gravity was interpolated from observed gravity values.
 OO0756
 OO0756;                    North         East    Units  Estimated Accuracy
 OO0756;SPC MN S     -   199,180.      837,720.      MT  (+/- 180 meters Scaled)
 OO0756
 OO0756                          SUPERSEDED SURVEY CONTROL
 OO0756
 OO0756  NGVD 29 (??/??/92)  352.970  (m)         1158.04   (f) ADJ UNCH    2 1
 OO0756
 OO0756.Superseded values are not recommended for survey control.
 OO0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0756.See file dsdata.txt to determine how the superseded data were derived.
 OO0756
 OO0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ573599(NAD 83)
 OO0756_MARKER: DB = BENCH MARK DISK
 OO0756_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0756_SP_SET: ABUTMENT
 OO0756_STAMPING: 8105 L 1967 1158
 OO0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0756
 OO0756  HISTORY     - Date     Condition        Report By
 OO0756  HISTORY     - 1967     MONUMENTED       MNDT
 OO0756  HISTORY     - 1979     GOOD             MNDT
 OO0756
 OO0756                          STATION DESCRIPTION
 OO0756
 OO0756'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0756'2.1 MI WEST FROM NEW RICHLAND.
 OO0756'THE MARK IS LOCATED 2.15 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 OO0756'JUNCTION WITH TRUNK HIGHWAY 13, ON THE EAST EDGE OF NEW RICHLAND, AT
 OO0756'TRUNK HIGHWAY 30 MILEPOINT 166.35. IT IS 18.0 FT. SOUTH OF THE
 OO0756'CENTERLINE OF TRUNK HIGHWAY 30. THE MARK IS SET IN THE SOUTHEAST
 OO0756'CORNER ABUTMENT OF BRIDGE NUMBER 6789, TRUNK HIGHWAY 30 OVER BOOT
 OO0756'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0758 ***********************************************************************
 OO0758  DESIGNATION -  8105 M
 OO0758  PID         -  OO0758
 OO0758  STATE/COUNTY-  MN/WASECA
 OO0758  USGS QUAD   -  OTISCO (1967)
 OO0758
 OO0758                         *CURRENT SURVEY CONTROL
 OO0758  ___________________________________________________________________
 OO0758* NAD 83(1986)-  43 53 31.     (N)    093 30 25.     (W)     SCALED    
 OO0758* NAVD 88     -       360.297  (meters)    1182.07   (feet)  ADJUSTED  
 OO0758  ___________________________________________________________________
 OO0758  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 OO0758  DYNAMIC HT  -         360.217 (meters)    1181.81  (feet)  COMP
 OO0758  MODELED GRAV-     980,385.6   (mgal)                       NAVD 88
 OO0758
 OO0758  VERT ORDER  -  SECOND    CLASS I
 OO0758
 OO0758.The horizontal coordinates were scaled from a topographic map and have
 OO0758.an estimated accuracy of +/- 6 seconds.
 OO0758
 OO0758.The orthometric height was determined by differential leveling
 OO0758.and adjusted by the National Geodetic Survey in June 1991..
 OO0758
 OO0758.The geoid height was determined by GEOID03.
 OO0758
 OO0758.The dynamic height is computed by dividing the NAVD 88
 OO0758.geopotential number by the normal gravity value computed on the
 OO0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0758.degrees latitude (g = 980.6199 gals.).
 OO0758
 OO0758.The modeled gravity was interpolated from observed gravity values.
 OO0758
 OO0758;                    North         East    Units  Estimated Accuracy
 OO0758;SPC MN S     -   199,230.      839,620.      MT  (+/- 180 meters Scaled)
 OO0758
 OO0758                          SUPERSEDED SURVEY CONTROL
 OO0758
 OO0758  NGVD 29 (??/??/92)  360.269  (m)         1181.98   (f) ADJ UNCH    2 1
 OO0758
 OO0758.Superseded values are not recommended for survey control.
 OO0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0758.See file dsdata.txt to determine how the superseded data were derived.
 OO0758
 OO0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ592599(NAD 83)
 OO0758_MARKER: DB = BENCH MARK DISK
 OO0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0758_SP_SET: CONCRETE POST
 OO0758_STAMPING: 8105 M 1967 1182
 OO0758_PROJECTION: PROJECTING 3 CENTIMETERS
 OO0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0758+STABILITY: SURFACE MOTION
 OO0758
 OO0758  HISTORY     - Date     Condition        Report By
 OO0758  HISTORY     - 1967     MONUMENTED       MNDT
 OO0758  HISTORY     - 1979     GOOD             MNDT
 OO0758
 OO0758                          STATION DESCRIPTION
 OO0758
 OO0758'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0758'0.50 MI WEST FROM NEW RICHLAND.
 OO0758'THE MARK IS LOCATED 1.0 MILE WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 OO0758'JUNCTION WITH TRUNK HIGHWAY 13, ON THE EAST EDGE OF NEW RICHLAND, AT
 OO0758'THE JUNCTION OF COUNTY ROAD 51 NORTH AND COUNTY ROAD 1 SOUTH, AND AT
 OO0758'TRUNK HIGHWASY 30 MILEPOINT 167.45. IT IS 117.7 FT. NORTH OF AND 4 FT.
 OO0758'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 30, 75 FT. WEST OF THE
 OO0758'CENTER OF COUNTY ROAD 51, 99.7 FT. NORTHEAST OF A T POLE NUMBERED B
 OO0758'22, AND 79.1 FT. NORTHEAST OF A RIGHT OF WAY CONTROLLED ACCESS SIGN
 OO0758'POST. THE MARK IS 0.7 FT. SOUTHEAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0757 ***********************************************************************
 OO0757  DESIGNATION -  8105 N
 OO0757  PID         -  OO0757
 OO0757  STATE/COUNTY-  MN/WASECA
 OO0757  USGS QUAD   -  OTISCO (1967)
 OO0757
 OO0757                         *CURRENT SURVEY CONTROL
 OO0757  ___________________________________________________________________
 OO0757* NAD 83(1986)-  43 53 29.     (N)    093 30 57.     (W)     SCALED    
 OO0757* NAVD 88     -       354.977  (meters)    1164.62   (feet)  ADJUSTED  
 OO0757  ___________________________________________________________________
 OO0757  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 OO0757  DYNAMIC HT  -         354.897 (meters)    1164.36  (feet)  COMP
 OO0757  MODELED GRAV-     980,384.6   (mgal)                       NAVD 88
 OO0757
 OO0757  VERT ORDER  -  SECOND    CLASS I
 OO0757
 OO0757.The horizontal coordinates were scaled from a topographic map and have
 OO0757.an estimated accuracy of +/- 6 seconds.
 OO0757
 OO0757.The orthometric height was determined by differential leveling
 OO0757.and adjusted by the National Geodetic Survey in June 1991..
 OO0757
 OO0757.The geoid height was determined by GEOID03.
 OO0757
 OO0757.The dynamic height is computed by dividing the NAVD 88
 OO0757.geopotential number by the normal gravity value computed on the
 OO0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0757.degrees latitude (g = 980.6199 gals.).
 OO0757
 OO0757.The modeled gravity was interpolated from observed gravity values.
 OO0757
 OO0757;                    North         East    Units  Estimated Accuracy
 OO0757;SPC MN S     -   199,160.      838,900.      MT  (+/- 180 meters Scaled)
 OO0757
 OO0757                          SUPERSEDED SURVEY CONTROL
 OO0757
 OO0757  NGVD 29 (??/??/92)  354.948  (m)         1164.53   (f) ADJ UNCH    2 1
 OO0757
 OO0757.Superseded values are not recommended for survey control.
 OO0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0757.See file dsdata.txt to determine how the superseded data were derived.
 OO0757
 OO0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ585599(NAD 83)
 OO0757_MARKER: DB = BENCH MARK DISK
 OO0757_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO0757_SP_SET: CULVERT
 OO0757_STAMPING: 8105 N 1978
 OO0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0757+STABILITY: SURFACE MOTION
 OO0757
 OO0757  HISTORY     - Date     Condition        Report By
 OO0757  HISTORY     - 1978     MONUMENTED       MNDT
 OO0757  HISTORY     - 1979     GOOD             MNDT
 OO0757
 OO0757                          STATION DESCRIPTION
 OO0757
 OO0757'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0757'1.50 MI WEST FROM NEW RICHLAND.
 OO0757'THE MARK IS LOCATED 1.5 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 OO0757'JUNCTION WITH TRUNK HIGHWAY 13 EAST OF NEW RICHLAND, NEAR TRUNK
 OO0757'HIGHWAY 30 MILEPOST 167. IT IS 22.0 FT. SOUTH OF AND 3 FT. LOWER THAN
 OO0757'THE CENTERLINE OF TRUNK HIGHWAY 30. DISK IS SET IN A DRILL HOLE IN
 OO0757'THE SOUTHEAST CORNER HEADWALL OF AN 18 FT. WIDE BY 18 FT. DEEP DOUBLE
 OO0757'BOX CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0759 ***********************************************************************
 OO0759  DESIGNATION -  8105 P
 OO0759  PID         -  OO0759
 OO0759  STATE/COUNTY-  MN/WASECA
 OO0759  USGS QUAD   -  NEW RICHLAND (1967)
 OO0759
 OO0759                         *CURRENT SURVEY CONTROL
 OO0759  ___________________________________________________________________
 OO0759* NAD 83(1996)-  43 53 30.68245(N)    093 29 37.36047(W)     ADJUSTED  
 OO0759* NAVD 88     -       358.304  (meters)    1175.54   (feet)  ADJUSTED  
 OO0759  ___________________________________________________________________
 OO0759  X           -    -280,566.281 (meters)                     COMP
 OO0759  Y           -  -4,595,495.799 (meters)                     COMP
 OO0759  Z           -   4,399,668.428 (meters)                     COMP
 OO0759  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 OO0759  ELLIP HEIGHT-         329.24  (meters)          (12/09/02) GPS OBS
 OO0759  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 OO0759  DYNAMIC HT  -         358.225 (meters)    1175.28  (feet)  COMP
 OO0759  MODELED GRAV-     980,388.1   (mgal)                       NAVD 88
 OO0759
 OO0759  HORZ ORDER  -  FIRST
 OO0759  VERT ORDER  -  SECOND    CLASS I
 OO0759  ELLP ORDER  -  SECOND    CLASS I
 OO0759
 OO0759.The horizontal coordinates were established by GPS observations
 OO0759.and adjusted by the MN DEPT OF TRANSP in December 2002..
 OO0759
 OO0759.The orthometric height was determined by differential leveling
 OO0759.and adjusted by the National Geodetic Survey in June 1991..
 OO0759
 OO0759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0759
 OO0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0759
 OO0759.The ellipsoidal height was determined by GPS observations
 OO0759.and is referenced to NAD 83.
 OO0759
 OO0759.The geoid height was determined by GEOID03.
 OO0759
 OO0759.The dynamic height is computed by dividing the NAVD 88
 OO0759.geopotential number by the normal gravity value computed on the
 OO0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0759.degrees latitude (g = 980.6199 gals.).
 OO0759
 OO0759.The modeled gravity was interpolated from observed gravity values.
 OO0759
 OO0759;                    North         East     Units Scale Factor Converg.
 OO0759;SPC MN S     -   199,222.396   840,680.034   MT  0.99997825   +0 21 17.5
 OO0759;UTM  15      - 4,859,980.117   460,345.294   MT  0.99961934   -0 20 32.3
 OO0759
 OO0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0759!SPC MN S     -   0.99994838  x   0.99997825  =   0.99992663
 OO0759!UTM  15      -   0.99994838  x   0.99961934  =   0.99956774
 OO0759
 OO0759|---------------------------------------------------------------------|
 OO0759| PID    Reference Object                     Distance      Geod. Az  |
 OO0759|                                                           dddmmss.s |
 OO0759| OO0480 C 23                                366.587 METERS 00941     |
 OO0759|---------------------------------------------------------------------|
 OO0759
 OO0759                          SUPERSEDED SURVEY CONTROL
 OO0759
 OO0759  NAVD 88 (12/09/02)  358.30   (m)         1175.5    (f) LEVELING    3  
 OO0759
 OO0759.Superseded values are not recommended for survey control.
 OO0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0759.See file dsdata.txt to determine how the superseded data were derived.
 OO0759
 OO0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6034559980(NAD 83)
 OO0759_MARKER: DB = BENCH MARK DISK
 OO0759_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO0759_SP_SET: HEADWALL OF BOX CULVERT
 OO0759_STAMPING: 8105 P 1978
 OO0759_MARK LOGO: MNDT  
 OO0759_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OO0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0759+STABILITY: SURFACE MOTION
 OO0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0759+SATELLITE: SATELLITE OBSERVATIONS - November 23, 1999
 OO0759
 OO0759  HISTORY     - Date     Condition        Report By
 OO0759  HISTORY     - 1978     MONUMENTED       MNDT
 OO0759  HISTORY     - 1979     GOOD             MNDT
 OO0759  HISTORY     - 19991123 GOOD             MNDT
 OO0759
 OO0759                          STATION DESCRIPTION
 OO0759
 OO0759'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0759'IN NEW RICHLAND.
 OO0759'THE MARK IS LOCATED 0.4 MILE WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 OO0759'JUNCTION WITH TRUNK HIGHWAY 13 AT THE EAST CORPORATE LIMITS OF NEW
 OO0759'RICHLAND AT THE JUNCTION OF TRUNK HIGHWAY 30 AND BROADWAY IN NEW
 OO0759'RICHLAND, AT TRUNK HIGHWAY 30 MILEPOINT 168.1. IT IS 45.5 FT. NORTH OF
 OO0759'AND 2 FT. LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 30 2ND ST. AND
 OO0759'42 FT. EAST OF BROADWAY. MARK IS SET IN A DRILL HOLE IN THE SOUTHEAST
 OO0759'CORNER HEADWALL OF A 16 FT. WIDE BY 7 FT. DEEP BOX CULVERT UNDER
 OO0759'BROADWAY.
 OO0759
 OO0759                          STATION RECOVERY (1999)
 OO0759
 OO0759'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 OO0759'THE MARK IS LOCATED 0.4 MILE WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 OO0759'JUNCTION WITH TRUNK HIGHWAY 13 AT THE EAST CORPORATE LIMITS OF NEW
 OO0759'RICHLAND AT THE JUNCTION OF TRUNK HIGHWAY 30 AND BROADWAY IN NEW
 OO0759'RICHLAND, AT TRUNK HIGHWAY 30 MILEPOINT 168.1. IT IS 45.5 FT. NORTH OF
 OO0759'AND 2 FT. LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 30 2ND ST. AND 42
 OO0759'FT. EAST OF BROADWAY. MARK IS SET IN A DRILL HOLE IN THE SOUTHEAST
 OO0759'CORNER HEADWALL OF A 16 FT. WIDE BY 7 FT. DEEP BOX CULVERT UNDER
 OO0759'BROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0760 ***********************************************************************
 OO0760  DESIGNATION -  8105 Q
 OO0760  PID         -  OO0760
 OO0760  STATE/COUNTY-  MN/WASECA
 OO0760  USGS QUAD   -  NEW RICHLAND (1967)
 OO0760
 OO0760                         *CURRENT SURVEY CONTROL
 OO0760  ___________________________________________________________________
 OO0760* NAD 83(1986)-  43 53 46.     (N)    093 29 36.     (W)     SCALED    
 OO0760* NAVD 88     -       360.709  (meters)    1183.43   (feet)  ADJUSTED  
 OO0760  ___________________________________________________________________
 OO0760  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 OO0760  DYNAMIC HT  -         360.630 (meters)    1183.17  (feet)  COMP
 OO0760  MODELED GRAV-     980,389.2   (mgal)                       NAVD 88
 OO0760
 OO0760  VERT ORDER  -  SECOND    CLASS I
 OO0760
 OO0760.The horizontal coordinates were scaled from a topographic map and have
 OO0760.an estimated accuracy of +/- 6 seconds.
 OO0760
 OO0760.The orthometric height was determined by differential leveling
 OO0760.and adjusted by the National Geodetic Survey in June 1991..
 OO0760
 OO0760.The geoid height was determined by GEOID03.
 OO0760
 OO0760.The dynamic height is computed by dividing the NAVD 88
 OO0760.geopotential number by the normal gravity value computed on the
 OO0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0760.degrees latitude (g = 980.6199 gals.).
 OO0760
 OO0760.The modeled gravity was interpolated from observed gravity values.
 OO0760
 OO0760;                    North         East    Units  Estimated Accuracy
 OO0760;SPC MN S     -   199,700.      840,710.      MT  (+/- 180 meters Scaled)
 OO0760
 OO0760                          SUPERSEDED SURVEY CONTROL
 OO0760
 OO0760  NGVD 29 (??/??/92)  360.682  (m)         1183.34   (f) ADJ UNCH    2 1
 OO0760
 OO0760.Superseded values are not recommended for survey control.
 OO0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0760.See file dsdata.txt to determine how the superseded data were derived.
 OO0760
 OO0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ603604(NAD 83)
 OO0760_MARKER: DV = VERTICAL CONTROL DISK
 OO0760_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO0760+WITH SETTING: PAVEMENT
 OO0760_SP_SET: WATER TANK LEG BASE
 OO0760_STAMPING: 8105 Q 1978
 OO0760_MARK LOGO: MNDT  
 OO0760_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OO0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0760+STABILITY: SURFACE MOTION
 OO0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0760+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 OO0760
 OO0760  HISTORY     - Date     Condition        Report By
 OO0760  HISTORY     - 1978     MONUMENTED       MNDT
 OO0760  HISTORY     - 1979     GOOD             MNDT
 OO0760  HISTORY     - 20020710 GOOD             MNDT
 OO0760
 OO0760                          STATION DESCRIPTION
 OO0760
 OO0760'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0760'IN NEW RICHLAND.
 OO0760'THE MARK IS LOCATED 0.3 MILE NORTH ALONG BROADWAY FROM ITS JUNCTION
 OO0760'WITH TRUNK HIGHWAY 30 IN NEW RICHLAND, NEAR THE INTERSECTION OF 2ND
 OO0760'STREET AND BROADWAY. IT IS 100.0 FT. EAST OF THE EAST CURB OF
 OO0760'BROADWAY, 23 FT. SOUTH OF THE EXTENDED CENTER OF 2ND STREET WEST,
 OO0760'106.7 FT. WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, AND 36.5 FT.
 OO0760'NORTH OF THE NORTH WALL OF A 1 STORY BRICK BUILDING. SET IN THE
 OO0760'SOUTHEAST CORNER OF THE SOUTHEAST LEG OF THE NEW RICHLAND WATER
 OO0760'TANK. IT PROJECTS 1 FT. ABOVE THE SURFACE OF THE GROUND.
 OO0760
 OO0760                          STATION RECOVERY (2002)
 OO0760
 OO0760'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 OO0760'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OO0760'FLUSH AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0762 ***********************************************************************
 OO0762  DESIGNATION -  8106 A
 OO0762  PID         -  OO0762
 OO0762  STATE/COUNTY-  MN/WASECA
 OO0762  USGS QUAD   -  NEW RICHLAND (1967)
 OO0762
 OO0762                         *CURRENT SURVEY CONTROL
 OO0762  ___________________________________________________________________
 OO0762* NAD 83(1986)-  43 53 30.     (N)    093 28 40.     (W)     SCALED    
 OO0762* NAVD 88     -       360.327  (meters)    1182.17   (feet)  ADJUSTED  
 OO0762  ___________________________________________________________________
 OO0762  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 OO0762  DYNAMIC HT  -         360.248 (meters)    1181.91  (feet)  COMP
 OO0762  MODELED GRAV-     980,389.7   (mgal)                       NAVD 88
 OO0762
 OO0762  VERT ORDER  -  SECOND    CLASS I
 OO0762
 OO0762.The horizontal coordinates were scaled from a topographic map and have
 OO0762.an estimated accuracy of +/- 6 seconds.
 OO0762
 OO0762.The orthometric height was determined by differential leveling
 OO0762.and adjusted by the National Geodetic Survey in June 1991..
 OO0762
 OO0762.The geoid height was determined by GEOID03.
 OO0762
 OO0762.The dynamic height is computed by dividing the NAVD 88
 OO0762.geopotential number by the normal gravity value computed on the
 OO0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0762.degrees latitude (g = 980.6199 gals.).
 OO0762
 OO0762.The modeled gravity was interpolated from observed gravity values.
 OO0762
 OO0762;                    North         East    Units  Estimated Accuracy
 OO0762;SPC MN S     -   199,210.      841,960.      MT  (+/- 180 meters Scaled)
 OO0762
 OO0762                          SUPERSEDED SURVEY CONTROL
 OO0762
 OO0762  NGVD 29 (??/??/92)  360.301  (m)         1182.09   (f) ADJ UNCH    2 1
 OO0762
 OO0762.Superseded values are not recommended for survey control.
 OO0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0762.See file dsdata.txt to determine how the superseded data were derived.
 OO0762
 OO0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ616599(NAD 83)
 OO0762_MARKER: DB = BENCH MARK DISK
 OO0762_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO0762_SP_SET: CULVERT
 OO0762_STAMPING: 8106 A 1978
 OO0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0762+STABILITY: SURFACE MOTION
 OO0762
 OO0762  HISTORY     - Date     Condition        Report By
 OO0762  HISTORY     - 1978     MONUMENTED       MNDT
 OO0762  HISTORY     - 1979     GOOD             MNDT
 OO0762
 OO0762                          STATION DESCRIPTION
 OO0762
 OO0762'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0762'0.50 MI EAST FROM NEW RICHLAND.
 OO0762'THE MARK IS LOCATED 0.45 MILE EAST ALONG TRUNK HIGHWAY 30 FROM ITS
 OO0762'JUNCTION WITH TRUNK HIGHWAY 13 ON THE EAST EDGE OF NEW RICHLAND AT
 OO0762'TRUNK HIGHWAY 30 MILEPOINT 168.95. IT IS 34.1 FT. SOUTH OF AND 8 FT.
 OO0762'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 30. SET IN THE SOUTHEAST
 OO0762'END OF A NEW HEADWALL OF AN 18 FT. BY 10 FT. BOX CULVERT UNDER TRUNK
 OO0762'HIGHWAY 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0763 ***********************************************************************
 OO0763  DESIGNATION -  8106 A 1
 OO0763  PID         -  OO0763
 OO0763  STATE/COUNTY-  MN/WASECA
 OO0763  USGS QUAD   -  NEW RICHLAND (1967)
 OO0763
 OO0763                         *CURRENT SURVEY CONTROL
 OO0763  ___________________________________________________________________
 OO0763* NAD 83(1986)-  43 53 31.     (N)    093 28 00.     (W)     SCALED    
 OO0763* NAVD 88     -       368.742  (meters)    1209.78   (feet)  ADJUSTED  
 OO0763  ___________________________________________________________________
 OO0763  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 OO0763  DYNAMIC HT  -         368.662 (meters)    1209.52  (feet)  COMP
 OO0763  MODELED GRAV-     980,391.1   (mgal)                       NAVD 88
 OO0763
 OO0763  VERT ORDER  -  SECOND    CLASS I
 OO0763
 OO0763.The horizontal coordinates were scaled from a topographic map and have
 OO0763.an estimated accuracy of +/- 6 seconds.
 OO0763
 OO0763.The orthometric height was determined by differential leveling
 OO0763.and adjusted by the National Geodetic Survey in June 1991..
 OO0763
 OO0763.The geoid height was determined by GEOID03.
 OO0763
 OO0763.The dynamic height is computed by dividing the NAVD 88
 OO0763.geopotential number by the normal gravity value computed on the
 OO0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0763.degrees latitude (g = 980.6199 gals.).
 OO0763
 OO0763.The modeled gravity was interpolated from observed gravity values.
 OO0763
 OO0763;                    North         East    Units  Estimated Accuracy
 OO0763;SPC MN S     -   199,250.      842,850.      MT  (+/- 180 meters Scaled)
 OO0763
 OO0763                          SUPERSEDED SURVEY CONTROL
 OO0763
 OO0763  NGVD 29 (??/??/92)  368.717  (m)         1209.70   (f) ADJ UNCH    2 1
 OO0763
 OO0763.Superseded values are not recommended for survey control.
 OO0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0763.See file dsdata.txt to determine how the superseded data were derived.
 OO0763
 OO0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ625599(NAD 83)
 OO0763_MARKER: DB = BENCH MARK DISK
 OO0763_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO0763_SP_SET: COPPER-CLAD STEEL ROD
 OO0763_STAMPING: 8106 A 1 1978
 OO0763_PROJECTION: PROJECTING 5 CENTIMETERS
 OO0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0763_ROD/PIPE-DEPTH: 19.5 meters
 OO0763
 OO0763  HISTORY     - Date     Condition        Report By
 OO0763  HISTORY     - 1978     MONUMENTED       MNDT
 OO0763  HISTORY     - 1979     GOOD             MNDT
 OO0763
 OO0763                          STATION DESCRIPTION
 OO0763
 OO0763'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0763'1.0 MI EAST FROM NEW RICHLAND.
 OO0763'THE MARK IS LOCATED 1.0 MILE EAST ALONG TRUNK HIGHWAY 30 FROM ITS
 OO0763'JUNCTION WITH TRUNK HIGHWAY 13 ON THE EAST EDGE OF NEW RICHLAND, AT
 OO0763'TRUNK HIGHWAY 30 MILEPOINT 169.5. IT IS 74.3 FT. NORTH OF AND ABOUT
 OO0763'LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 30, 12 FT. EAST OF THE
 OO0763'CENTER OF A FIELD ENTRANCE NORTH, 3 FT. WEST OF THE EXTENDED CENTER
 OO0763'OF A T ROAD SOUTH, 122.0 FT. WEST OF A TELEPHONE POLE NUMBERED B 35
 OO0763'LP 2, 44.8 FT. WEST OF A RIGHT OF WAY MONUMENT STAMPED RP 85.73 PI
 OO0763'52 40.9, 6.6 FT. WEST OF A RIGHT OF WAY SIGN POST AND AT THE
 OO0763'SOUTHWEST CORNER OF A FARM GROVE. MARK IS 0.8 FT. SOUTH OF A STEEL
 OO0763'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0764 ***********************************************************************
 OO0764  DESIGNATION -  8106 B
 OO0764  PID         -  OO0764
 OO0764  STATE/COUNTY-  MN/WASECA
 OO0764  USGS QUAD   -  NEW RICHLAND (1967)
 OO0764
 OO0764                         *CURRENT SURVEY CONTROL
 OO0764  ___________________________________________________________________
 OO0764* NAD 83(1986)-  43 53 31.     (N)    093 26 47.     (W)     SCALED    
 OO0764* NAVD 88     -       367.968  (meters)    1207.24   (feet)  ADJUSTED  
 OO0764  ___________________________________________________________________
 OO0764  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 OO0764  DYNAMIC HT  -         367.889 (meters)    1206.98  (feet)  COMP
 OO0764  MODELED GRAV-     980,393.7   (mgal)                       NAVD 88
 OO0764
 OO0764  VERT ORDER  -  SECOND    CLASS I
 OO0764
 OO0764.The horizontal coordinates were scaled from a topographic map and have
 OO0764.an estimated accuracy of +/- 6 seconds.
 OO0764
 OO0764.The orthometric height was determined by differential leveling
 OO0764.and adjusted by the National Geodetic Survey in June 1991..
 OO0764
 OO0764.The geoid height was determined by GEOID03.
 OO0764
 OO0764.The dynamic height is computed by dividing the NAVD 88
 OO0764.geopotential number by the normal gravity value computed on the
 OO0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0764.degrees latitude (g = 980.6199 gals.).
 OO0764
 OO0764.The modeled gravity was interpolated from observed gravity values.
 OO0764
 OO0764;                    North         East    Units  Estimated Accuracy
 OO0764;SPC MN S     -   199,260.      844,480.      MT  (+/- 180 meters Scaled)
 OO0764
 OO0764                          SUPERSEDED SURVEY CONTROL
 OO0764
 OO0764  NGVD 29 (??/??/92)  367.944  (m)         1207.16   (f) ADJ UNCH    2 1
 OO0764
 OO0764.Superseded values are not recommended for survey control.
 OO0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0764.See file dsdata.txt to determine how the superseded data were derived.
 OO0764
 OO0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ641599(NAD 83)
 OO0764_MARKER: DB = BENCH MARK DISK
 OO0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0764_SP_SET: CONCRETE POST
 OO0764_STAMPING: 8106 B 1956
 OO0764_PROJECTION: RECESSED 3 CENTIMETERS
 OO0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0764+STABILITY: SURFACE MOTION
 OO0764
 OO0764  HISTORY     - Date     Condition        Report By
 OO0764  HISTORY     - 1956     MONUMENTED       MNDT
 OO0764  HISTORY     - 1979     GOOD             MNDT
 OO0764
 OO0764                          STATION DESCRIPTION
 OO0764
 OO0764'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0764'2.0 MI EAST FROM NEW RICHLAND.
 OO0764'THE MARK IS LOCATED 2.0 MILES EAST ALONG TRUNK HIGHWAY 30 FROM ITS
 OO0764'JUNCTION WITH TRUNK HIGHWAY 13 ON THE EAST EDGE OF NEW RICHLAND, AT
 OO0764'TRUNK HIGHWAY 30 MILEPOINT 170.5. IT IS 75.4 FT. NORTH OF AND ABOUT
 OO0764'LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 30, 34 FT. EAST OF THE
 OO0764'CENTER OF A TOWNSHIP ROAD, 6.0 FT. NORTHEAST OF A TELEPHONE PEDESTAL
 OO0764'NUMBERED B28, AND 2.6 FT. NORTH OF A FENCE CORNER 4 INCH DIAMETER IRON
 OO0764'PIPE. MARK IS 0.6 FT. EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0765 ***********************************************************************
 OO0765  DESIGNATION -  8106 C
 OO0765  PID         -  OO0765
 OO0765  STATE/COUNTY-  MN/WASECA
 OO0765  USGS QUAD   -  NEW RICHLAND (1967)
 OO0765
 OO0765                         *CURRENT SURVEY CONTROL
 OO0765  ___________________________________________________________________
 OO0765* NAD 83(1986)-  43 53 30.     (N)    093 25 47.     (W)     SCALED    
 OO0765* NAVD 88     -       365.258  (meters)    1198.35   (feet)  ADJUSTED  
 OO0765  ___________________________________________________________________
 OO0765  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 OO0765  DYNAMIC HT  -         365.181 (meters)    1198.10  (feet)  COMP
 OO0765  MODELED GRAV-     980,395.9   (mgal)                       NAVD 88
 OO0765
 OO0765  VERT ORDER  -  SECOND    CLASS I
 OO0765
 OO0765.The horizontal coordinates were scaled from a topographic map and have
 OO0765.an estimated accuracy of +/- 6 seconds.
 OO0765
 OO0765.The orthometric height was determined by differential leveling
 OO0765.and adjusted by the National Geodetic Survey in June 1991..
 OO0765
 OO0765.The geoid height was determined by GEOID03.
 OO0765
 OO0765.The dynamic height is computed by dividing the NAVD 88
 OO0765.geopotential number by the normal gravity value computed on the
 OO0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0765.degrees latitude (g = 980.6199 gals.).
 OO0765
 OO0765.The modeled gravity was interpolated from observed gravity values.
 OO0765
 OO0765;                    North         East    Units  Estimated Accuracy
 OO0765;SPC MN S     -   199,240.      845,820.      MT  (+/- 180 meters Scaled)
 OO0765
 OO0765                          SUPERSEDED SURVEY CONTROL
 OO0765
 OO0765  NGVD 29 (??/??/92)  365.235  (m)         1198.28   (f) ADJ UNCH    2 1
 OO0765
 OO0765.Superseded values are not recommended for survey control.
 OO0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0765.See file dsdata.txt to determine how the superseded data were derived.
 OO0765
 OO0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ654599(NAD 83)
 OO0765_MARKER: DB = BENCH MARK DISK
 OO0765_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO0765_SP_SET: CULVERT
 OO0765_STAMPING: 8106 C 1978
 OO0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0765+STABILITY: SURFACE MOTION
 OO0765
 OO0765  HISTORY     - Date     Condition        Report By
 OO0765  HISTORY     - 1978     MONUMENTED       MNDT
 OO0765  HISTORY     - 1979     GOOD             MNDT
 OO0765
 OO0765                          STATION DESCRIPTION
 OO0765
 OO0765'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0765'2.8 MI EAST FROM NEW RICHLAND.
 OO0765'THE MARK IS LOCATED 2.85 MILES EAST ALONG TRUNK HIGHWAY 30 FROM ITS
 OO0765'JUNCTION WITH TRUNK HIGHWAY 13 ON THE EAST EDGE OF NEW RICHLAND AT
 OO0765'TRUNK HIGHWAY 30 MILEPOINT 171.35. IT IS 25.2 FT. SOUTH OF AND 3 FT.
 OO0765'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 30. DISK SET IN THE
 OO0765'SOUTHEAST CORNER OF A NEW HEADWALL OF A 48 FT. WIDE BY 12 FT. DEEP
 OO0765'TRIPLE BOX CULVERT UNDER TRUNK HIGHWAY 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0766 ***********************************************************************
 OO0766  DESIGNATION -  8106 D
 OO0766  PID         -  OO0766
 OO0766  STATE/COUNTY-  MN/WASECA
 OO0766  USGS QUAD   -  NEW RICHLAND (1967)
 OO0766
 OO0766                         *CURRENT SURVEY CONTROL
 OO0766  ___________________________________________________________________
 OO0766* NAD 83(1986)-  43 53 27.     (N)    093 25 36.     (W)     SCALED    
 OO0766* NAVD 88     -       365.108  (meters)    1197.86   (feet)  ADJUSTED  
 OO0766  ___________________________________________________________________
 OO0766  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 OO0766  DYNAMIC HT  -         365.030 (meters)    1197.60  (feet)  COMP
 OO0766  MODELED GRAV-     980,396.1   (mgal)                       NAVD 88
 OO0766
 OO0766  VERT ORDER  -  SECOND    CLASS I
 OO0766
 OO0766.The horizontal coordinates were scaled from a topographic map and have
 OO0766.an estimated accuracy of +/- 6 seconds.
 OO0766
 OO0766.The orthometric height was determined by differential leveling
 OO0766.and adjusted by the National Geodetic Survey in June 1991..
 OO0766
 OO0766.The geoid height was determined by GEOID03.
 OO0766
 OO0766.The dynamic height is computed by dividing the NAVD 88
 OO0766.geopotential number by the normal gravity value computed on the
 OO0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0766.degrees latitude (g = 980.6199 gals.).
 OO0766
 OO0766.The modeled gravity was interpolated from observed gravity values.
 OO0766
 OO0766;                    North         East    Units  Estimated Accuracy
 OO0766;SPC MN S     -   199,140.      846,070.      MT  (+/- 180 meters Scaled)
 OO0766
 OO0766                          SUPERSEDED SURVEY CONTROL
 OO0766
 OO0766  NGVD 29 (??/??/92)  365.085  (m)         1197.78   (f) ADJ UNCH    2 1
 OO0766
 OO0766.Superseded values are not recommended for survey control.
 OO0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0766.See file dsdata.txt to determine how the superseded data were derived.
 OO0766
 OO0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ657598(NAD 83)
 OO0766_MARKER: DB = BENCH MARK DISK
 OO0766_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0766_SP_SET: ABUTMENT
 OO0766_STAMPING: 8106 D 1978
 OO0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0766
 OO0766  HISTORY     - Date     Condition        Report By
 OO0766  HISTORY     - 1978     MONUMENTED       MNDT
 OO0766  HISTORY     - 1979     GOOD             MNDT
 OO0766
 OO0766                          STATION DESCRIPTION
 OO0766
 OO0766'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0766'3.0 MI EAST FROM NEW RICHLAND.
 OO0766'THE MARK IS LOCATED 3.0 MILES EAST ALONG TRUNK HIGHWAY 30 FROM ITS
 OO0766'JUNCTION WITH RUNK HIGHWAY 13 ON THE EAST EDGE OF NEW RICHLAND,
 OO0766'THENCE 0.05 MILE SOUTH ALONG COUNTY ROAD 63. IT IS 13 FT. EAST OF AND
 OO0766'ABOUT LEVEL WITH THE CENTER OF COUNTY ROAD 63. SET IN A DRILL HOLE IN
 OO0766'THE SOUTHEAST CORNER ABUTMENT OF A COUNTY ROAD 63 BRIDGE OVER THE
 OO0766'LESUEUR RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0767 ***********************************************************************
 OO0767  DESIGNATION -  8106 E
 OO0767  PID         -  OO0767
 OO0767  STATE/COUNTY-  MN/WASECA
 OO0767  USGS QUAD   -  NEW RICHLAND (1967)
 OO0767
 OO0767                         *CURRENT SURVEY CONTROL
 OO0767  ___________________________________________________________________
 OO0767* NAD 83(1986)-  43 52 39.     (N)    093 25 38.     (W)     SCALED    
 OO0767* NAVD 88     -       371.885  (meters)    1220.09   (feet)  ADJUSTED  
 OO0767  ___________________________________________________________________
 OO0767  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 OO0767  DYNAMIC HT  -         371.805 (meters)    1219.83  (feet)  COMP
 OO0767  MODELED GRAV-     980,392.6   (mgal)                       NAVD 88
 OO0767
 OO0767  VERT ORDER  -  SECOND    CLASS I
 OO0767
 OO0767.The horizontal coordinates were scaled from a topographic map and have
 OO0767.an estimated accuracy of +/- 6 seconds.
 OO0767
 OO0767.The orthometric height was determined by differential leveling
 OO0767.and adjusted by the National Geodetic Survey in June 1991..
 OO0767
 OO0767.The geoid height was determined by GEOID03.
 OO0767
 OO0767.The dynamic height is computed by dividing the NAVD 88
 OO0767.geopotential number by the normal gravity value computed on the
 OO0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0767.degrees latitude (g = 980.6199 gals.).
 OO0767
 OO0767.The modeled gravity was interpolated from observed gravity values.
 OO0767
 OO0767;                    North         East    Units  Estimated Accuracy
 OO0767;SPC MN S     -   197,660.      846,030.      MT  (+/- 180 meters Scaled)
 OO0767
 OO0767                          SUPERSEDED SURVEY CONTROL
 OO0767
 OO0767  NGVD 29 (??/??/92)  371.861  (m)         1220.01   (f) ADJ UNCH    2 1
 OO0767
 OO0767.Superseded values are not recommended for survey control.
 OO0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0767.See file dsdata.txt to determine how the superseded data were derived.
 OO0767
 OO0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ656583(NAD 83)
 OO0767_MARKER: DB = BENCH MARK DISK
 OO0767_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO0767_SP_SET: COPPER-CLAD STEEL ROD
 OO0767_STAMPING: 8106 E 1978
 OO0767_PROJECTION: PROJECTING 5 CENTIMETERS
 OO0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0767_ROD/PIPE-DEPTH: 14.6 meters
 OO0767
 OO0767  HISTORY     - Date     Condition        Report By
 OO0767  HISTORY     - 1978     MONUMENTED       MNDT
 OO0767  HISTORY     - 1979     GOOD             MNDT
 OO0767
 OO0767                          STATION DESCRIPTION
 OO0767
 OO0767'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0767'3.50 MI ESE FROM NEW RICHLAND.
 OO0767'THE MARK IS LOCATED 3.0 MILES EAST ALONG TRUNK HIGHWAY 30 FROM ITS
 OO0767'JUNCTION WITH TRUNK HIGHWAY 13 ON THE EAST EDGE OF NEW RICHLAND,
 OO0767'THENCE SOUTH 1.0 MILE ALONG COUNTY ROAD 63 TO ITS INTERSECTION WITH
 OO0767'COUNTY ROAD 58. IT IS 48 FT. NORTH OF COUNTY ROAD 58, 32 FT. WEST OF
 OO0767'COUNTY ROAD 63, 1.9 FT. SOUTH OF A POWER POLE, AND ABOUT 3 FT. BELOW
 OO0767'THE LEVEL OF THE CROSSROADS. MARK IS 0.8 FT. SOUTH OF A STEEL WITNESS
 OO0767'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0738 ***********************************************************************
 OO0738  DESIGNATION -  8107 A
 OO0738  PID         -  OO0738
 OO0738  STATE/COUNTY-  MN/WASECA
 OO0738  USGS QUAD   -  WALDORF (1967)
 OO0738
 OO0738                         *CURRENT SURVEY CONTROL
 OO0738  ___________________________________________________________________
 OO0738* NAD 83(1986)-  43 54 23.     (N)    093 41 55.     (W)     SCALED    
 OO0738* NAVD 88     -       334.812  (meters)    1098.46   (feet)  ADJUSTED  
 OO0738  ___________________________________________________________________
 OO0738  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 OO0738  DYNAMIC HT  -         334.738 (meters)    1098.22  (feet)  COMP
 OO0738  MODELED GRAV-     980,388.4   (mgal)                       NAVD 88
 OO0738
 OO0738  VERT ORDER  -  SECOND    CLASS I
 OO0738
 OO0738.The horizontal coordinates were scaled from a topographic map and have
 OO0738.an estimated accuracy of +/- 6 seconds.
 OO0738
 OO0738.The orthometric height was determined by differential leveling
 OO0738.and adjusted by the National Geodetic Survey in June 1991..
 OO0738
 OO0738.The geoid height was determined by GEOID03.
 OO0738
 OO0738.The dynamic height is computed by dividing the NAVD 88
 OO0738.geopotential number by the normal gravity value computed on the
 OO0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0738.degrees latitude (g = 980.6199 gals.).
 OO0738
 OO0738.The modeled gravity was interpolated from observed gravity values.
 OO0738
 OO0738;                    North         East    Units  Estimated Accuracy
 OO0738;SPC MN S     -   200,760.      824,210.      MT  (+/- 180 meters Scaled)
 OO0738
 OO0738                          SUPERSEDED SURVEY CONTROL
 OO0738
 OO0738  NGVD 29 (??/??/92)  334.779  (m)         1098.35   (f) ADJ UNCH    2 1
 OO0738
 OO0738.Superseded values are not recommended for survey control.
 OO0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0738.See file dsdata.txt to determine how the superseded data were derived.
 OO0738
 OO0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ439617(NAD 83)
 OO0738_MARKER: DB = BENCH MARK DISK
 OO0738_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO0738_SP_SET: COPPER-CLAD STEEL ROD
 OO0738_STAMPING: 8107 A 1978
 OO0738_PROJECTION: PROJECTING 5 CENTIMETERS
 OO0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0738_ROD/PIPE-DEPTH: 19.5 meters
 OO0738
 OO0738  HISTORY     - Date     Condition        Report By
 OO0738  HISTORY     - 1978     MONUMENTED       MNDT
 OO0738  HISTORY     - 1979     GOOD             MNDT
 OO0738
 OO0738                          STATION DESCRIPTION
 OO0738
 OO0738'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0738'1.6 MI SOUTH FROM WALDORF.
 OO0738'THE MARK IS LOCATED 1.6 MILES SOUTH ALONG TRUNK HIGHWAY 83 FROM ITS
 OO0738'JUNCTION WITH COUNTY ROAD 3, ON THE SOUTH EDGE OF WALDORF, OR 1.0
 OO0738'MILE NORTH ALONG TRUNK HIGHWAY 83 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 OO0738'30, THENCE 0.05 MILE WEST ALONG A TOWNSHIP ROAD. IT IS 32 FT. NORTH
 OO0738'OF AND 1 FT. LOWER THAN THE CENTER OF THE TOWNSHIP ROAD, 350 FT. WEST
 OO0738'OF THE CENTER OF TRUNK HIGHWAY 83, 64.8 FT. NORTH NORTHEAST OF A
 OO0738'TELEPHONE PEDESTAL BURIED CABLE MARKER, 34.5 FT. NORTHWEST OF A
 OO0738'MAILBOX POST ELVIN FLODEN, 3 FT. WEST OF THE EXTENDED CENTER OF A
 OO0738'DRIVEWAY LEADING SOUTH, AND 2.5 FT. EAST OF A POWER POLE NUMBERED 5.
 OO0738'THE MARK IS 0.9 FT. EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0737 ***********************************************************************
 OO0737  DESIGNATION -  8107 B
 OO0737  PID         -  OO0737
 OO0737  STATE/COUNTY-  MN/WASECA
 OO0737  USGS QUAD   -  WALDORF (1967)
 OO0737
 OO0737                         *CURRENT SURVEY CONTROL
 OO0737  ___________________________________________________________________
 OO0737* NAD 83(1986)-  43 54 52.     (N)    093 41 51.     (W)     SCALED    
 OO0737* NAVD 88     -       328.554  (meters)    1077.93   (feet)  ADJUSTED  
 OO0737  ___________________________________________________________________
 OO0737  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 OO0737  DYNAMIC HT  -         328.481 (meters)    1077.69  (feet)  COMP
 OO0737  MODELED GRAV-     980,389.4   (mgal)                       NAVD 88
 OO0737
 OO0737  VERT ORDER  -  SECOND    CLASS I
 OO0737
 OO0737.The horizontal coordinates were scaled from a topographic map and have
 OO0737.an estimated accuracy of +/- 6 seconds.
 OO0737
 OO0737.The orthometric height was determined by differential leveling
 OO0737.and adjusted by the National Geodetic Survey in June 1991..
 OO0737
 OO0737.The geoid height was determined by GEOID03.
 OO0737
 OO0737.The dynamic height is computed by dividing the NAVD 88
 OO0737.geopotential number by the normal gravity value computed on the
 OO0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0737.degrees latitude (g = 980.6199 gals.).
 OO0737
 OO0737.The modeled gravity was interpolated from observed gravity values.
 OO0737
 OO0737;                    North         East    Units  Estimated Accuracy
 OO0737;SPC MN S     -   201,650.      824,300.      MT  (+/- 180 meters Scaled)
 OO0737
 OO0737                          SUPERSEDED SURVEY CONTROL
 OO0737
 OO0737  NGVD 29 (??/??/92)  328.521  (m)         1077.82   (f) ADJ UNCH    2 1
 OO0737
 OO0737.Superseded values are not recommended for survey control.
 OO0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0737.See file dsdata.txt to determine how the superseded data were derived.
 OO0737
 OO0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ439626(NAD 83)
 OO0737_MARKER: DB = BENCH MARK DISK
 OO0737_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO0737_SP_SET: CULVERT
 OO0737_STAMPING: 8107 B
 OO0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0737+STABILITY: SURFACE MOTION
 OO0737
 OO0737  HISTORY     - Date     Condition        Report By
 OO0737  HISTORY     - 1979     MONUMENTED       MNDT
 OO0737
 OO0737                          STATION DESCRIPTION
 OO0737
 OO0737'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0737'1.0 MI SOUTH FROM WALDORF.
 OO0737'THE MARK IS LOCATED 1.0 MILE SOUTH ALONG TRUNK HIGHWAY 83 FROM ITS
 OO0737'JUNCTION WITH COUNTY ROAD 3 ON THE SOUTH SIDE OF WALDORF, 0R 1.6 MILES
 OO0737'NORTH ALONG TRUNK HIGHWAY 83 FROM ITS JUNCTION WITH TRUNK HIGHWAY 30,
 OO0737'AT TRUNK HIGHWAY 83 MILEPOINT 1.6. IT IS 26.2 FT. EAST OF AND 3 FT.
 OO0737'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 83. MARK IS SET IN A DRILL
 OO0737'HOLE IN THE NORTHEAST CORNER HEADWALL OF A 13 FT. WIDE BY 13 FT. DEEP
 OO0737'BOX CULVERT UNDER TRUNK HIGHWAY 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0736 ***********************************************************************
 OO0736  DESIGNATION -  8107 C
 OO0736  PID         -  OO0736
 OO0736  STATE/COUNTY-  MN/WASECA
 OO0736  USGS QUAD   -  WALDORF (1967)
 OO0736
 OO0736                         *CURRENT SURVEY CONTROL
 OO0736  ___________________________________________________________________
 OO0736* NAD 83(1986)-  43 55 03.     (N)    093 41 50.     (W)     SCALED    
 OO0736* NAVD 88     -       327.321  (meters)    1073.89   (feet)  ADJUSTED  
 OO0736  ___________________________________________________________________
 OO0736  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 OO0736  DYNAMIC HT  -         327.249 (meters)    1073.65  (feet)  COMP
 OO0736  MODELED GRAV-     980,389.7   (mgal)                       NAVD 88
 OO0736
 OO0736  VERT ORDER  -  SECOND    CLASS I
 OO0736
 OO0736.The horizontal coordinates were scaled from a topographic map and have
 OO0736.an estimated accuracy of +/- 6 seconds.
 OO0736
 OO0736.The orthometric height was determined by differential leveling
 OO0736.and adjusted by the National Geodetic Survey in June 1991..
 OO0736
 OO0736.The geoid height was determined by GEOID03.
 OO0736
 OO0736.The dynamic height is computed by dividing the NAVD 88
 OO0736.geopotential number by the normal gravity value computed on the
 OO0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0736.degrees latitude (g = 980.6199 gals.).
 OO0736
 OO0736.The modeled gravity was interpolated from observed gravity values.
 OO0736
 OO0736;                    North         East    Units  Estimated Accuracy
 OO0736;SPC MN S     -   201,990.      824,320.      MT  (+/- 180 meters Scaled)
 OO0736
 OO0736                          SUPERSEDED SURVEY CONTROL
 OO0736
 OO0736  NGVD 29 (??/??/92)  327.288  (m)         1073.78   (f) ADJ UNCH    2 1
 OO0736
 OO0736.Superseded values are not recommended for survey control.
 OO0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0736.See file dsdata.txt to determine how the superseded data were derived.
 OO0736
 OO0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ440629(NAD 83)
 OO0736_MARKER: DB = BENCH MARK DISK
 OO0736_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO0736_SP_SET: CULVERT
 OO0736_STAMPING: 8107 C 1978
 OO0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0736+STABILITY: SURFACE MOTION
 OO0736
 OO0736  HISTORY     - Date     Condition        Report By
 OO0736  HISTORY     - 1978     MONUMENTED       MNDT
 OO0736  HISTORY     - 1979     GOOD             MNDT
 OO0736
 OO0736                          STATION DESCRIPTION
 OO0736
 OO0736'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0736'0.75 MI SOUTH FROM WALDORF.
 OO0736'THE MARK IS LOCATED 0.75 MILE SOUTH ALONG TRUNK HIGHWAY 83 FROM ITS
 OO0736'JUNCTION WITH COUNTY ROAD 3 ON THE SOUTH SIDE OF WALDORF, 1.85 MILES
 OO0736'NORTH ALONG TRUNK HIGHWAY 83 FROM ITS JUNCTION WITH TRUNK HIGHWAY 30,
 OO0736'AT TRUNK HIGHWAY 83 MILEPOINT 1.85. IT IS 26.0 FT. EAST OF AND 3 FT.
 OO0736'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 83. DISK IS SET IN THE
 OO0736'SOUTHEAST CORNER HEADWALL OF A 13 FT. WIDE BY 12 FT. DEEP BOX CULVERT
 OO0736'UNDER TRUNK HIGHWAY 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0735 ***********************************************************************
 OO0735  DESIGNATION -  8107 D
 OO0735  PID         -  OO0735
 OO0735  STATE/COUNTY-  MN/WASECA
 OO0735  USGS QUAD   -  WALDORF (1967)
 OO0735
 OO0735                         *CURRENT SURVEY CONTROL
 OO0735  ___________________________________________________________________
 OO0735* NAD 83(1986)-  43 55 13.     (N)    093 41 50.     (W)     SCALED    
 OO0735* NAVD 88     -       326.017  (meters)    1069.61   (feet)  ADJUSTED  
 OO0735  ___________________________________________________________________
 OO0735  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 OO0735  DYNAMIC HT  -         325.945 (meters)    1069.37  (feet)  COMP
 OO0735  MODELED GRAV-     980,390.1   (mgal)                       NAVD 88
 OO0735
 OO0735  VERT ORDER  -  SECOND    CLASS I
 OO0735
 OO0735.The horizontal coordinates were scaled from a topographic map and have
 OO0735.an estimated accuracy of +/- 6 seconds.
 OO0735
 OO0735.The orthometric height was determined by differential leveling
 OO0735.and adjusted by the National Geodetic Survey in June 1991..
 OO0735
 OO0735.The geoid height was determined by GEOID03.
 OO0735
 OO0735.The dynamic height is computed by dividing the NAVD 88
 OO0735.geopotential number by the normal gravity value computed on the
 OO0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0735.degrees latitude (g = 980.6199 gals.).
 OO0735
 OO0735.The modeled gravity was interpolated from observed gravity values.
 OO0735
 OO0735;                    North         East    Units  Estimated Accuracy
 OO0735;SPC MN S     -   202,300.      824,320.      MT  (+/- 180 meters Scaled)
 OO0735
 OO0735                          SUPERSEDED SURVEY CONTROL
 OO0735
 OO0735  NGVD 29 (??/??/92)  325.984  (m)         1069.50   (f) ADJ UNCH    2 1
 OO0735
 OO0735.Superseded values are not recommended for survey control.
 OO0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0735.See file dsdata.txt to determine how the superseded data were derived.
 OO0735
 OO0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ440632(NAD 83)
 OO0735_MARKER: DB = BENCH MARK DISK
 OO0735_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO0735_SP_SET: CULVERT
 OO0735_STAMPING: 8107 D 1978
 OO0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0735+STABILITY: SURFACE MOTION
 OO0735
 OO0735  HISTORY     - Date     Condition        Report By
 OO0735  HISTORY     - 1978     MONUMENTED       MNDT
 OO0735  HISTORY     - 1979     GOOD             MNDT
 OO0735
 OO0735                          STATION DESCRIPTION
 OO0735
 OO0735'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0735'0.6 MI SOUTH FROM WALDORF.
 OO0735'THE MARK IS LOCATED 0.6 MILE SOUTH ALONG TRUNK HIGHWAY 83 FROM ITS
 OO0735'JUNCTION WITH COUNTY ROAD 3, SOUTHWEST OF WALDORF, 2.0 MILES NORTH
 OO0735'ALONG TRUNK HIGHWAY 83 FROM ITS JUNCTION WITH TRUNK HIGHWAY 30, AT
 OO0735'TRUNK HIGHWAY 83 MILEPOINT 2.0. IT IS 34 FT. EAST OF THE CENTER OF
 OO0735'TRUNK HIGHWAY 83, 46 FT. SOUTH OF THE CENTER OF COUNTY ROAD 64, 91.1
 OO0735'FT. SOUTH OF TRUNK HIGHWAY 83 MILEPOST 2, AND ABOUT 3 FT. BELOW THE
 OO0735'LEVEL OF THE CROSSROADS.
 OO0735'DISK IS SET IN THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A 14 FT.
 OO0735'WIDE BY 12 FT. DEEP BOX CULVERT CROSSING DIAGONALLY UNDER THE
 OO0735'CROSSROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0734 ***********************************************************************
 OO0734  DESIGNATION -  8107 E
 OO0734  PID         -  OO0734
 OO0734  STATE/COUNTY-  MN/WASECA
 OO0734  USGS QUAD   -  WALDORF (1967)
 OO0734
 OO0734                         *CURRENT SURVEY CONTROL
 OO0734  ___________________________________________________________________
 OO0734* NAD 83(1986)-  43 55 57.     (N)    093 41 48.     (W)     SCALED    
 OO0734* NAVD 88     -       329.308  (meters)    1080.40   (feet)  ADJUSTED  
 OO0734  ___________________________________________________________________
 OO0734  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 OO0734  DYNAMIC HT  -         329.237 (meters)    1080.17  (feet)  COMP
 OO0734  MODELED GRAV-     980,391.6   (mgal)                       NAVD 88
 OO0734
 OO0734  VERT ORDER  -  SECOND    CLASS I
 OO0734
 OO0734.The horizontal coordinates were scaled from a topographic map and have
 OO0734.an estimated accuracy of +/- 6 seconds.
 OO0734
 OO0734.The orthometric height was determined by differential leveling
 OO0734.and adjusted by the National Geodetic Survey in June 1991..
 OO0734
 OO0734.The geoid height was determined by GEOID03.
 OO0734
 OO0734.The dynamic height is computed by dividing the NAVD 88
 OO0734.geopotential number by the normal gravity value computed on the
 OO0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0734.degrees latitude (g = 980.6199 gals.).
 OO0734
 OO0734.The modeled gravity was interpolated from observed gravity values.
 OO0734
 OO0734;                    North         East    Units  Estimated Accuracy
 OO0734;SPC MN S     -   203,660.      824,360.      MT  (+/- 180 meters Scaled)
 OO0734
 OO0734                          SUPERSEDED SURVEY CONTROL
 OO0734
 OO0734  NGVD 29 (??/??/92)  329.275  (m)         1080.30   (f) ADJ UNCH    2 1
 OO0734
 OO0734.Superseded values are not recommended for survey control.
 OO0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0734.See file dsdata.txt to determine how the superseded data were derived.
 OO0734
 OO0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ440646(NAD 83)
 OO0734_MARKER: DB = BENCH MARK DISK
 OO0734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO0734_SP_SET: WATER TANK LEG
 OO0734_STAMPING: 8107 E 1978
 OO0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0734
 OO0734  HISTORY     - Date     Condition        Report By
 OO0734  HISTORY     - 1978     MONUMENTED       MNDT
 OO0734  HISTORY     - 1979     GOOD             MNDT
 OO0734
 OO0734                          STATION DESCRIPTION
 OO0734
 OO0734'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0734'IN WALDORF.
 OO0734'THE MARK IS LOCATED AT THE CITY WATER TANK, 3 BLOCKS SOUTH OF THE
 OO0734'JUNCTION OF COUNTY ROAD 4 AND COUNTY ROAD 3 IN WALDORF, OR 0.25 MILE
 OO0734'NORTH ALONG COUNTY ROAD 3 FROM THE JUNCTION OF TRUNK HIGHWAY 83,
 OO0734'SOUTHWEST OF WALDORF. IT IS 143 FT. EAST OF THE CENTER OF COUNTY RD.
 OO0734'3, 74 FT. EAST OF THE CENTER OF A STREET RUNNING DIAGONALLY TO COUNTY
 OO0734'ROAD 3, 56 FT. WEST OF THE CENTER OF A NORTH SOUTH ALLEY, AND 52.6 FT.
 OO0734'SOUTHEAST OF THE SOUTHEAST CORNER OF A 1 STORY BRICK BUILDING CITY
 OO0734'WATER DEPARTMENT. THE MARK IS SET IN A DRILL HOLE IN THE WEST CORNER
 OO0734'OF THE CONCRETE BASE OF THE SOUTHWEST LEG OF THE WATER TANK. IT
 OO0734'PROJECTS 3 INCHES ABOVE THE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0733 ***********************************************************************
 OO0733  DESIGNATION -  8107 F
 OO0733  PID         -  OO0733
 OO0733  STATE/COUNTY-  MN/WASECA
 OO0733  USGS QUAD   -  WALDORF (1967)
 OO0733
 OO0733                         *CURRENT SURVEY CONTROL
 OO0733  ___________________________________________________________________
 OO0733* NAD 83(1986)-  43 56 11.     (N)    093 41 46.     (W)     SCALED    
 OO0733* NAVD 88     -       330.484  (meters)    1084.26   (feet)  ADJUSTED  
 OO0733  ___________________________________________________________________
 OO0733  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 OO0733  DYNAMIC HT  -         330.412 (meters)    1084.03  (feet)  COMP
 OO0733  MODELED GRAV-     980,392.1   (mgal)                       NAVD 88
 OO0733
 OO0733  VERT ORDER  -  SECOND    CLASS I
 OO0733
 OO0733.The horizontal coordinates were scaled from a topographic map and have
 OO0733.an estimated accuracy of +/- 6 seconds.
 OO0733
 OO0733.The orthometric height was determined by differential leveling
 OO0733.and adjusted by the National Geodetic Survey in June 1991..
 OO0733
 OO0733.The geoid height was determined by GEOID03.
 OO0733
 OO0733.The dynamic height is computed by dividing the NAVD 88
 OO0733.geopotential number by the normal gravity value computed on the
 OO0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0733.degrees latitude (g = 980.6199 gals.).
 OO0733
 OO0733.The modeled gravity was interpolated from observed gravity values.
 OO0733
 OO0733;                    North         East    Units  Estimated Accuracy
 OO0733;SPC MN S     -   204,090.      824,400.      MT  (+/- 180 meters Scaled)
 OO0733
 OO0733                          SUPERSEDED SURVEY CONTROL
 OO0733
 OO0733  NGVD 29 (??/??/92)  330.451  (m)         1084.15   (f) ADJ UNCH    2 1
 OO0733
 OO0733.Superseded values are not recommended for survey control.
 OO0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0733.See file dsdata.txt to determine how the superseded data were derived.
 OO0733
 OO0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ441650(NAD 83)
 OO0733_MARKER: DB = BENCH MARK DISK
 OO0733_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO0733+WITH SETTING: PAVEMENT
 OO0733_SP_SET: STEP
 OO0733_STAMPING: 8107 F 1978
 OO0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0733+STABILITY: SURFACE MOTION
 OO0733
 OO0733  HISTORY     - Date     Condition        Report By
 OO0733  HISTORY     - 1978     MONUMENTED       MNDT
 OO0733  HISTORY     - 1979     GOOD             MNDT
 OO0733
 OO0733                          STATION DESCRIPTION
 OO0733
 OO0733'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0733'IN WALDORF.
 OO0733'THE MARK IS LOCATED NEAR THE NORTH EDGE OF WALDORF, 0.1 MILE NORTH
 OO0733'ALONG COUNTY ROAD 3 MAIN STREET FROM THE JUNCTION OF COUNTY ROAD 4
 OO0733'AND COUNTY ROAD 3 IN WALDORF, THENCE EAST ALONG SCHOOL STREET FOR
 OO0733'ABOUT 300 FT. TO THE NORTH SIDE OF THE SCHOOL. IT IS 4 FT. EAST OF
 OO0733'THE CENTER OF THE NORTH ENTRANCE TO THE SCHOOL, 200.0 FT. SOUTH OF
 OO0733'THE CENTER OF AN EAST WEST BLACKTOP ROAD, AND 32.6 FT. EAST OF THE
 OO0733'NORTHWEST CORNER OF A 2 STORY BRICK SCHOOL BUILDING. THE MARK IS SET
 OO0733'IN A DRILL HOLE IN THE EAST END OF THE TOP STEP AT THE NORTH ENTRANCE
 OO0733'TO THE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0732 ***********************************************************************
 OO0732  DESIGNATION -  8107 H
 OO0732  PID         -  OO0732
 OO0732  STATE/COUNTY-  MN/WASECA
 OO0732  USGS QUAD   -  WALDORF (1967)
 OO0732
 OO0732                         *CURRENT SURVEY CONTROL
 OO0732  ___________________________________________________________________
 OO0732* NAD 83(1986)-  43 56 37.     (N)    093 42 38.     (W)     SCALED    
 OO0732* NAVD 88     -       317.975  (meters)    1043.22   (feet)  ADJUSTED  
 OO0732  ___________________________________________________________________
 OO0732  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 OO0732  DYNAMIC HT  -         317.906 (meters)    1043.00  (feet)  COMP
 OO0732  MODELED GRAV-     980,394.1   (mgal)                       NAVD 88
 OO0732
 OO0732  VERT ORDER  -  SECOND    CLASS I
 OO0732
 OO0732.The horizontal coordinates were scaled from a topographic map and have
 OO0732.an estimated accuracy of +/- 6 seconds.
 OO0732
 OO0732.The orthometric height was determined by differential leveling
 OO0732.and adjusted by the National Geodetic Survey in June 1991..
 OO0732
 OO0732.The geoid height was determined by GEOID03.
 OO0732
 OO0732.The dynamic height is computed by dividing the NAVD 88
 OO0732.geopotential number by the normal gravity value computed on the
 OO0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0732.degrees latitude (g = 980.6199 gals.).
 OO0732
 OO0732.The modeled gravity was interpolated from observed gravity values.
 OO0732
 OO0732;                    North         East    Units  Estimated Accuracy
 OO0732;SPC MN S     -   204,890.      823,240.      MT  (+/- 180 meters Scaled)
 OO0732
 OO0732                          SUPERSEDED SURVEY CONTROL
 OO0732
 OO0732  NGVD 29 (??/??/92)  317.941  (m)         1043.11   (f) ADJ UNCH    2 1
 OO0732
 OO0732.Superseded values are not recommended for survey control.
 OO0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0732.See file dsdata.txt to determine how the superseded data were derived.
 OO0732
 OO0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ429658(NAD 83)
 OO0732_MARKER: DB = BENCH MARK DISK
 OO0732_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO0732_SP_SET: CULVERT
 OO0732_STAMPING: 8107 H 1978
 OO0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0732+STABILITY: SURFACE MOTION
 OO0732
 OO0732  HISTORY     - Date     Condition        Report By
 OO0732  HISTORY     - 1978     MONUMENTED       MNDT
 OO0732  HISTORY     - 1979     GOOD             MNDT
 OO0732
 OO0732                          STATION DESCRIPTION
 OO0732
 OO0732'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0732'0.75 MI NW FROM WALDORF.
 OO0732'THE MARK IS LOCATED 0.75 MILE NORTHWEST ALONG TRUNK HIGHWAY 83 FROM
 OO0732'ITS JUNCTION WITH COUNTY ROAD 4, ON THE WEST EDGE OF WALDORF, AT
 OO0732'TRUNK HIGHWAY 83 MILEPOINT 3.8. IT IS 23.5 FT. NORTHEAST OF AND 3 FT.
 OO0732'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 83. SET IN A DRILL HOLE IN
 OO0732'THE NORTHEAST END OF THE SOUTHEAST HEADWALL OF AN 18 FT. WIDE BY 16
 OO0732'FT. DEEP DOUBLE BOX CULVERT UNDER TRUNK HIGHWAY 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0731 ***********************************************************************
 OO0731  DESIGNATION -  8107 J
 OO0731  PID         -  OO0731
 OO0731  STATE/COUNTY-  MN/WASECA
 OO0731  USGS QUAD   -  WALDORF (1967)
 OO0731
 OO0731                         *CURRENT SURVEY CONTROL
 OO0731  ___________________________________________________________________
 OO0731* NAD 83(1986)-  43 57 17.     (N)    093 43 24.     (W)     SCALED    
 OO0731* NAVD 88     -       325.314  (meters)    1067.30   (feet)  ADJUSTED  
 OO0731  ___________________________________________________________________
 OO0731  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 OO0731  DYNAMIC HT  -         325.244 (meters)    1067.07  (feet)  COMP
 OO0731  MODELED GRAV-     980,396.6   (mgal)                       NAVD 88
 OO0731
 OO0731  VERT ORDER  -  SECOND    CLASS I
 OO0731
 OO0731.The horizontal coordinates were scaled from a topographic map and have
 OO0731.an estimated accuracy of +/- 6 seconds.
 OO0731
 OO0731.The orthometric height was determined by differential leveling
 OO0731.and adjusted by the National Geodetic Survey in June 1991..
 OO0731
 OO0731.The geoid height was determined by GEOID03.
 OO0731
 OO0731.The dynamic height is computed by dividing the NAVD 88
 OO0731.geopotential number by the normal gravity value computed on the
 OO0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0731.degrees latitude (g = 980.6199 gals.).
 OO0731
 OO0731.The modeled gravity was interpolated from observed gravity values.
 OO0731
 OO0731;                    North         East    Units  Estimated Accuracy
 OO0731;SPC MN S     -   206,120.      822,210.      MT  (+/- 180 meters Scaled)
 OO0731
 OO0731                          SUPERSEDED SURVEY CONTROL
 OO0731
 OO0731  NGVD 29 (??/??/92)  325.280  (m)         1067.19   (f) ADJ UNCH    2 1
 OO0731
 OO0731.Superseded values are not recommended for survey control.
 OO0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0731.See file dsdata.txt to determine how the superseded data were derived.
 OO0731
 OO0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ419670(NAD 83)
 OO0731_MARKER: DB = BENCH MARK DISK
 OO0731_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO0731_SP_SET: COPPER-CLAD STEEL ROD
 OO0731_STAMPING: 8107 J 1978
 OO0731_PROJECTION: PROJECTING 10 CENTIMETERS
 OO0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0731_ROD/PIPE-DEPTH: 21.9 meters
 OO0731
 OO0731  HISTORY     - Date     Condition        Report By
 OO0731  HISTORY     - 1978     MONUMENTED       MNDT
 OO0731  HISTORY     - 1979     GOOD             MNDT
 OO0731
 OO0731                          STATION DESCRIPTION
 OO0731
 OO0731'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0731'1.75 MI NW FROM WALDROF.
 OO0731'THE MARK IS LOCATED 1.75 MILES NORTHWEST ALONG TRUNK HIGHWAY 83 FROM
 OO0731'ITS JUNCTION WITH COUNTY ROAD 4, ON THE WEST EDGE OF WALDORF, AT
 OO0731'TRUNK HIGHWAY 83 MILEPOINT 4.75. IT IS 71 FT. SOUTHWEST OF AND 4 FT.
 OO0731'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 83, 30 FT. SOUTHEAST OF
 OO0731'THE CENTER OF A FIELD ENTRANCE TO THE SOUTHWEST, 35.2 FT. WEST OF THE
 OO0731'SOUTHEAST END OF AN 18 INCH CORRUGATED METAL PIPE UNDER A FIELD
 OO0731'ENTRANCE, AND 1.8 FT. SOUTHEAST OF A POWER POLE. THE MARK IS 0.8 FT.
 OO0731'EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0726 ***********************************************************************
 OO0726  DESIGNATION -  8107 K
 OO0726  PID         -  OO0726
 OO0726  STATE/COUNTY-  MN/WASECA
 OO0726  USGS QUAD   -  WALDORF (1967)
 OO0726
 OO0726                         *CURRENT SURVEY CONTROL
 OO0726  ___________________________________________________________________
 OO0726* NAD 83(1986)-  43 58 17.     (N)    093 44 32.     (W)     SCALED    
 OO0726* NAVD 88     -       320.316  (meters)    1050.90   (feet)  ADJUSTED  
 OO0726  ___________________________________________________________________
 OO0726  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 OO0726  DYNAMIC HT  -         320.248 (meters)    1050.68  (feet)  COMP
 OO0726  MODELED GRAV-     980,400.2   (mgal)                       NAVD 88
 OO0726
 OO0726  VERT ORDER  -  SECOND    CLASS I
 OO0726
 OO0726.The horizontal coordinates were scaled from a topographic map and have
 OO0726.an estimated accuracy of +/- 6 seconds.
 OO0726
 OO0726.The orthometric height was determined by differential leveling
 OO0726.and adjusted by the National Geodetic Survey in June 1991..
 OO0726
 OO0726.The geoid height was determined by GEOID03.
 OO0726
 OO0726.The dynamic height is computed by dividing the NAVD 88
 OO0726.geopotential number by the normal gravity value computed on the
 OO0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0726.degrees latitude (g = 980.6199 gals.).
 OO0726
 OO0726.The modeled gravity was interpolated from observed gravity values.
 OO0726
 OO0726;                    North         East    Units  Estimated Accuracy
 OO0726;SPC MN S     -   207,970.      820,690.      MT  (+/- 180 meters Scaled)
 OO0726
 OO0726                          SUPERSEDED SURVEY CONTROL
 OO0726
 OO0726  NGVD 29 (??/??/92)  320.282  (m)         1050.79   (f) ADJ UNCH    2 1
 OO0726
 OO0726.Superseded values are not recommended for survey control.
 OO0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0726.See file dsdata.txt to determine how the superseded data were derived.
 OO0726
 OO0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ404689(NAD 83)
 OO0726_MARKER: DB = BENCH MARK DISK
 OO0726_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO0726_SP_SET: COPPER-CLAD STEEL ROD
 OO0726_STAMPING: 8107 K 1978
 OO0726_PROJECTION: PROJECTING 5 CENTIMETERS
 OO0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0726_ROD/PIPE-DEPTH: 21.3 meters
 OO0726
 OO0726  HISTORY     - Date     Condition        Report By
 OO0726  HISTORY     - 1978     MONUMENTED       MNDT
 OO0726  HISTORY     - 1979     GOOD             MNDT
 OO0726
 OO0726                          STATION DESCRIPTION
 OO0726
 OO0726'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0726'3.25 MI NW FROM WALDORF.
 OO0726'THE MARK IS LOCATED 3.2 MILES NORTHWEST ALONG TRUNK HIGHWAY 83 FROM
 OO0726'ITS JUNCTION WITH COUNTY ROAD 4, ON THE WEST EDGE OF WALDORF, AT
 OO0726'TRUNK HIGHWAY 83 MILEPOINT 6.25. IT IS 74.6 FT. SOUTHWEST OF AND 4 FT.
 OO0726'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 83. MARK IS 1.0 FT. EAST OF
 OO0726'A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0725 ***********************************************************************
 OO0725  DESIGNATION -  8107 L
 OO0725  PID         -  OO0725
 OO0725  STATE/COUNTY-  MN/WASECA
 OO0725  USGS QUAD   -  WALDORF (1967)
 OO0725
 OO0725                         *CURRENT SURVEY CONTROL
 OO0725  ___________________________________________________________________
 OO0725* NAD 83(1986)-  43 58 45.     (N)    093 44 52.     (W)     SCALED    
 OO0725* NAVD 88     -       312.740  (meters)    1026.05   (feet)  ADJUSTED  
 OO0725  ___________________________________________________________________
 OO0725  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 OO0725  DYNAMIC HT  -         312.674 (meters)    1025.83  (feet)  COMP
 OO0725  MODELED GRAV-     980,401.6   (mgal)                       NAVD 88
 OO0725
 OO0725  VERT ORDER  -  SECOND    CLASS I
 OO0725
 OO0725.The horizontal coordinates were scaled from a topographic map and have
 OO0725.an estimated accuracy of +/- 6 seconds.
 OO0725
 OO0725.The orthometric height was determined by differential leveling
 OO0725.and adjusted by the National Geodetic Survey in June 1991..
 OO0725
 OO0725.The geoid height was determined by GEOID03.
 OO0725
 OO0725.The dynamic height is computed by dividing the NAVD 88
 OO0725.geopotential number by the normal gravity value computed on the
 OO0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0725.degrees latitude (g = 980.6199 gals.).
 OO0725
 OO0725.The modeled gravity was interpolated from observed gravity values.
 OO0725
 OO0725;                    North         East    Units  Estimated Accuracy
 OO0725;SPC MN S     -   208,830.      820,240.      MT  (+/- 180 meters Scaled)
 OO0725
 OO0725                          SUPERSEDED SURVEY CONTROL
 OO0725
 OO0725  NGVD 29 (??/??/92)  312.706  (m)         1025.94   (f) ADJ UNCH    2 1
 OO0725
 OO0725.Superseded values are not recommended for survey control.
 OO0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0725.See file dsdata.txt to determine how the superseded data were derived.
 OO0725
 OO0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ400698(NAD 83)
 OO0725_MARKER: DB = BENCH MARK DISK
 OO0725_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO0725_SP_SET: CULVERT
 OO0725_STAMPING: 8107 L 1978
 OO0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0725+STABILITY: SURFACE MOTION
 OO0725
 OO0725  HISTORY     - Date     Condition        Report By
 OO0725  HISTORY     - 1978     MONUMENTED       MNDT
 OO0725  HISTORY     - 1979     GOOD             MNDT
 OO0725
 OO0725                          STATION DESCRIPTION
 OO0725
 OO0725'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0725'2.75 MI SE FROM PEMBERTON.
 OO0725'THE MARK IS LOCATED 2.85 MILES SOUTHEAST ALONG TRUNK HIGHWAY 83 FROM
 OO0725'ITS JUNCTION WITH COUNTY ROAD 53 IN PEMBERTON TO THE JUNCTION OF
 OO0725'COUNTY ROAD 54, THENCE 0.1 MILE NORTH ALONG COUNTY ROAD 54 TO THE
 OO0725'COUNTY ROAD 54 BRIDGE OVER BULL RUN CREEK.
 OO0725'IT IS 14 FT. EAST OF AND ABOUT LEVEL WITH THE CENTER OF COUNTY ROAD
 OO0725'54. SET IN A DRILL HOLE IN THE SOUTHEAST CORNER ABUTMENT OF A 34 FT.
 OO0725'LONG BY 12 FT. DEEP TRIPLE BOX CULVERT UNDER COUNTY ROAD 54 AT BULL
 OO0725'RUN CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0724 ***********************************************************************
 OO0724  DESIGNATION -  8107 M
 OO0724  PID         -  OO0724
 OO0724  STATE/COUNTY-  MN/WASECA
 OO0724  USGS QUAD   -  MAPLETON NE (1967)
 OO0724
 OO0724                         *CURRENT SURVEY CONTROL
 OO0724  ___________________________________________________________________
 OO0724* NAD 83(1986)-  43 59 06.     (N)    093 45 15.     (W)     SCALED    
 OO0724* NAVD 88     -       312.527  (meters)    1025.35   (feet)  ADJUSTED  
 OO0724  ___________________________________________________________________
 OO0724  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 OO0724  DYNAMIC HT  -         312.462 (meters)    1025.14  (feet)  COMP
 OO0724  MODELED GRAV-     980,402.9   (mgal)                       NAVD 88
 OO0724
 OO0724  VERT ORDER  -  SECOND    CLASS I
 OO0724
 OO0724.The horizontal coordinates were scaled from a topographic map and have
 OO0724.an estimated accuracy of +/- 6 seconds.
 OO0724
 OO0724.The orthometric height was determined by differential leveling
 OO0724.and adjusted by the National Geodetic Survey in June 1991..
 OO0724
 OO0724.The geoid height was determined by GEOID03.
 OO0724
 OO0724.The dynamic height is computed by dividing the NAVD 88
 OO0724.geopotential number by the normal gravity value computed on the
 OO0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0724.degrees latitude (g = 980.6199 gals.).
 OO0724
 OO0724.The modeled gravity was interpolated from observed gravity values.
 OO0724
 OO0724;                    North         East    Units  Estimated Accuracy
 OO0724;SPC MN S     -   209,480.      819,720.      MT  (+/- 180 meters Scaled)
 OO0724
 OO0724                          SUPERSEDED SURVEY CONTROL
 OO0724
 OO0724  NGVD 29 (??/??/92)  312.493  (m)         1025.24   (f) ADJ UNCH    2 1
 OO0724
 OO0724.Superseded values are not recommended for survey control.
 OO0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0724.See file dsdata.txt to determine how the superseded data were derived.
 OO0724
 OO0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ395704(NAD 83)
 OO0724_MARKER: DB = BENCH MARK DISK
 OO0724_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO0724_SP_SET: CULVERT
 OO0724_STAMPING: 8107 M 1978
 OO0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0724+STABILITY: SURFACE MOTION
 OO0724
 OO0724  HISTORY     - Date     Condition        Report By
 OO0724  HISTORY     - 1978     MONUMENTED       MNDT
 OO0724  HISTORY     - 1979     GOOD             MNDT
 OO0724
 OO0724                          STATION DESCRIPTION
 OO0724
 OO0724'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0724'2.25 MI SE FROM PEMBERTON.
 OO0724'THE MARK IS LOCATED 2.25 MILES SOUTHEAST ALONG TRUNK HIGHWAY 83 FROM
 OO0724'ITS JUNCTION WITH COUNTY ROAD 53 IN PEMBERTON, AT TRUNK HIGHWAY 83
 OO0724'MILEPOINT 7.4. IT IS 38 FT. NORTHEAST OF AND 7 FT. LOWER THAN THE
 OO0724'CENTERLINE OF THE HIGHWAY. SET IN A DRILL HOLE IN THE SOUTHEAST END
 OO0724'OF THE NORTHEAST HEADWALL OF A 26 FT. WIDE BY 11 FT. DEEP DOUBLE BOX
 OO0724'CULVERT UNDER TRUNK HIGHWAY 30 AT BULL RUN CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0723 ***********************************************************************
 OO0723  DESIGNATION -  8107 N
 OO0723  PID         -  OO0723
 OO0723  STATE/COUNTY-  MN/WASECA
 OO0723  USGS QUAD   -  MAPLETON NE (1967)
 OO0723
 OO0723                         *CURRENT SURVEY CONTROL
 OO0723  ___________________________________________________________________
 OO0723* NAD 83(1986)-  43 59 35.     (N)    093 45 49.     (W)     SCALED    
 OO0723* NAVD 88     -       316.111  (meters)    1037.11   (feet)  ADJUSTED  
 OO0723  ___________________________________________________________________
 OO0723  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 OO0723  DYNAMIC HT  -         316.046 (meters)    1036.89  (feet)  COMP
 OO0723  MODELED GRAV-     980,404.7   (mgal)                       NAVD 88
 OO0723
 OO0723  VERT ORDER  -  SECOND    CLASS I
 OO0723
 OO0723.The horizontal coordinates were scaled from a topographic map and have
 OO0723.an estimated accuracy of +/- 6 seconds.
 OO0723
 OO0723.The orthometric height was determined by differential leveling
 OO0723.and adjusted by the National Geodetic Survey in June 1991..
 OO0723
 OO0723.The geoid height was determined by GEOID03.
 OO0723
 OO0723.The dynamic height is computed by dividing the NAVD 88
 OO0723.geopotential number by the normal gravity value computed on the
 OO0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0723.degrees latitude (g = 980.6199 gals.).
 OO0723
 OO0723.The modeled gravity was interpolated from observed gravity values.
 OO0723
 OO0723;                    North         East    Units  Estimated Accuracy
 OO0723;SPC MN S     -   210,370.      818,960.      MT  (+/- 180 meters Scaled)
 OO0723
 OO0723                          SUPERSEDED SURVEY CONTROL
 OO0723
 OO0723  NGVD 29 (??/??/92)  316.077  (m)         1037.00   (f) ADJ UNCH    2 1
 OO0723
 OO0723.Superseded values are not recommended for survey control.
 OO0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0723.See file dsdata.txt to determine how the superseded data were derived.
 OO0723
 OO0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ387713(NAD 83)
 OO0723_MARKER: DB = BENCH MARK DISK
 OO0723_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO0723_SP_SET: COPPER-CLAD STEEL ROD
 OO0723_STAMPING: 8107 N 1978
 OO0723_PROJECTION: PROJECTING 5 CENTIMETERS
 OO0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0723_ROD/PIPE-DEPTH: 19.5 meters
 OO0723
 OO0723  HISTORY     - Date     Condition        Report By
 OO0723  HISTORY     - 1978     MONUMENTED       MNDT
 OO0723  HISTORY     - 1979     GOOD             MNDT
 OO0723
 OO0723                          STATION DESCRIPTION
 OO0723
 OO0723'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0723'1.5 MI SE FROM PEMBERTON.
 OO0723'THE MARK IS LOCATED 1.55 MILES SOUTHEAST ALONG TRUNK HIGHWAY 83 FROM
 OO0723'ITS JUNCTION WITH COUNTY ROAD 53 IN PEMBERTON, THENCE 0.05 MILE WEST
 OO0723'ALONG A TOWNSHIP ROAD. IT IS 27 FT. SOUTH OF AND ABOUT 5 FT. BELOW
 OO0723'THE CENTER OF THE TOWNSHIP ROAD, 240 FT. WEST OF A FARM DRIVE TO THE
 OO0723'SOUTH, ABOUT 100 FT. EAST OF THE NORTHWEST CORNER OF A FARM GROVE,
 OO0723'17 FT. NORTHEAST OF A COTTONWOOD TREE CLUMP FORU 12 INCH TREES, AND
 OO0723'2.5 FT. EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1757 ***********************************************************************
 PP1757  DESIGNATION -  815
 PP1757  PID         -  PP1757
 PP1757  STATE/COUNTY-  MN/CARVER
 PP1757  USGS QUAD   -  SHAKOPEE (1993)
 PP1757
 PP1757                         *CURRENT SURVEY CONTROL
 PP1757  ___________________________________________________________________
 PP1757* NAD 83(1986)-  44 48 52.     (N)    093 32 26.     (W)     SCALED    
 PP1757* NAVD 88     -       248.283  (meters)     814.58   (feet)  ADJUSTED  
 PP1757  ___________________________________________________________________
 PP1757  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 PP1757  DYNAMIC HT  -         248.279 (meters)     814.56  (feet)  COMP
 PP1757  MODELED GRAV-     980,594.2   (mgal)                       NAVD 88
 PP1757
 PP1757  VERT ORDER  -  FIRST     CLASS II
 PP1757
 PP1757.The horizontal coordinates were scaled from a topographic map and have
 PP1757.an estimated accuracy of +/- 6 seconds.
 PP1757
 PP1757.The orthometric height was determined by differential leveling
 PP1757.and adjusted by the National Geodetic Survey in June 1991..
 PP1757
 PP1757.The geoid height was determined by GEOID03.
 PP1757
 PP1757.The dynamic height is computed by dividing the NAVD 88
 PP1757.geopotential number by the normal gravity value computed on the
 PP1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1757.degrees latitude (g = 980.6199 gals.).
 PP1757
 PP1757.The modeled gravity was interpolated from observed gravity values.
 PP1757
 PP1757;                    North         East    Units  Estimated Accuracy
 PP1757;SPC MN S     -   301,710.      836,340.      MT  (+/- 180 meters Scaled)
 PP1757
 PP1757                          SUPERSEDED SURVEY CONTROL
 PP1757
 PP1757  NGVD 29 (??/??/92)  248.238  (m)          814.43   (f) ADJ UNCH    1 2
 PP1757
 PP1757.Superseded values are not recommended for survey control.
 PP1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1757.See file dsdata.txt to determine how the superseded data were derived.
 PP1757
 PP1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK572624(NAD 83)
 PP1757_MARKER: P = PIPE CAP
 PP1757_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP1757_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP1757_STAMPING: 815 ADJ 1903
 PP1757_MARK LOGO: USGS  
 PP1757_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1757_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1757
 PP1757  HISTORY     - Date     Condition        Report By
 PP1757  HISTORY     - 1903     MONUMENTED       USGS
 PP1757  HISTORY     - 1972     GOOD             MNDT
 PP1757  HISTORY     - 1979     GOOD             MNDT
 PP1757  HISTORY     - 1982     GOOD             MNDT
 PP1757
 PP1757                          STATION DESCRIPTION
 PP1757
 PP1757'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1757'1.3 MI NW FROM SHAKOPEE.
 PP1757'1.5 MILES NORTH ALONG T.H. 101 FROM THE JUNCTION OF T.H. 101 AND T.H.
 PP1757'169 IN SHAKOPEE, 0.25 MILES NORTH OF T.H. 212, 102 FEET NORTHWEST OF
 PP1757'THE T.H. 101 BRIDGE OVER THE MINNEAPOLIS AND ST. LOUIS RAILROAD, ABOUT
 PP1757'20 FEET LOWER THAN THE HIGHWAY, 14 FEET NORTH OF THE CENTER OF THE
 PP1757'TRACK, RIVETED ON A 3 1/2 INCH IRON PIPE, BURIED ABOUT 2 INCHES BELOW
 PP1757'GROUND.  N.E. 1/4, SEC 36, T 116N, R 23W.
 PP1757
 PP1757                          STATION RECOVERY (1979)
 PP1757
 PP1757'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
 PP1757'RECOVERED AS DESCRIBED.
 PP1757
 PP1757                          STATION RECOVERY (1982)
 PP1757
 PP1757'RECOVERY NOTE BY MN DEPT OF TRANSP 1982
 PP1757'THE MARK IS 1.5 MILES NORTH ALONG TRUNK HIGHWAY 101 FROM ITS JUNCTION
 PP1757'WITH TRUNK HIGHWAY 169 IN SHAKOPEE, 0.25 MILE NORTH OF TRUNK HIGHWAY
 PP1757'212, IN THE NORTHEAST QUARTER OF SECTION 36,T 116 N, R 23 W, 105 FEET
 PP1757'NORTHWEST OF THE SOUTHEAST CORNER OF THE NORTHWEST WING WALL OF THE
 PP1757'MINNEAPOLIS AND ST. LOUIS RAILROAD BRIDGE OVER TRUNK HIGHWAY 101, 14
 PP1757'FEET NORTH OF THE CENTER OF THE TRACKS, AND 1.4 FEET SOUTH-SOUTHWEST
 PP1757'OF A STEEL WITNESS POST. THE MARK, A USGS CAP RIVETED ON 3-1/2 INCH
 PP1757'DIAMETER PIPE AND STAMPED---815 ADJ 1903---, IS ABOUT 11 FEET ABOVE
 PP1757'THE LEVEL OF THE HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 PP1757'RAILROAD TRACK, AND 3 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0771 ***********************************************************************
 QO0771  DESIGNATION -  82 A
 QO0771  PID         -  QO0771
 QO0771  STATE/COUNTY-  MN/WASHINGTON
 QO0771  USGS QUAD   -  LINWOOD (1993)
 QO0771
 QO0771                         *CURRENT SURVEY CONTROL
 QO0771  ___________________________________________________________________
 QO0771* NAD 83(1986)-  45 15 34.     (N)    093 00 58.     (W)     SCALED    
 QO0771* NAVD 88     -       272.059  (meters)     892.58   (feet)  ADJUSTED  
 QO0771  ___________________________________________________________________
 QO0771  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 QO0771  DYNAMIC HT  -         272.056 (meters)     892.57  (feet)  COMP
 QO0771  MODELED GRAV-     980,598.6   (mgal)                       NAVD 88
 QO0771
 QO0771  VERT ORDER  -  SECOND    CLASS 0
 QO0771
 QO0771.The horizontal coordinates were scaled from a topographic map and have
 QO0771.an estimated accuracy of +/- 6 seconds.
 QO0771
 QO0771.The orthometric height was determined by differential leveling
 QO0771.and adjusted by the National Geodetic Survey in June 1991..
 QO0771
 QO0771.The geoid height was determined by GEOID03.
 QO0771
 QO0771.The dynamic height is computed by dividing the NAVD 88
 QO0771.geopotential number by the normal gravity value computed on the
 QO0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0771.degrees latitude (g = 980.6199 gals.).
 QO0771
 QO0771.The modeled gravity was interpolated from observed gravity values.
 QO0771
 QO0771;                    North         East    Units  Estimated Accuracy
 QO0771;SPC MN S     -   351,520.      877,230.      MT  (+/- 180 meters Scaled)
 QO0771
 QO0771                          SUPERSEDED SURVEY CONTROL
 QO0771
 QO0771  NGVD 29 (??/??/92)  272.017  (m)          892.44   (f) ADJ UNCH    2 0
 QO0771
 QO0771.Superseded values are not recommended for survey control.
 QO0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0771.See file dsdata.txt to determine how the superseded data were derived.
 QO0771
 QO0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL987117(NAD 83)
 QO0771_MARKER: DD = SURVEY DISK
 QO0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0771_SP_SET: SIGN LEG BOLT
 QO0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0771
 QO0771  HISTORY     - Date     Condition        Report By
 QO0771  HISTORY     - UNK      MONUMENTED       MNDT
 QO0771  HISTORY     - 1970     GOOD             MNDT
 QO0771  HISTORY     - 20051012 MARK NOT FOUND   USPSQD
 QO0771
 QO0771                          STATION DESCRIPTION
 QO0771
 QO0771'DESCRIBED BY MN DEPT OF TRANSP 1970
 QO0771'2.2 MI SW FROM FOREST LAKE.
 QO0771'MARK IS LOCATED 0.9 MILES WEST OF T.H. 61 IN FOREST LAKE, ALONG COUNTY
 QO0771'ROAD 2 (BROADWAY) THENCE 1.6 MILES SOUTH ALONG FAI 35, 3.2 MILES NORTH
 QO0771'OF THE NORTH JUNCTION OF FAI 35-W AND FAI 35-E, 64 FEET EAST OF FAI 35
 QO0771'NORTHBOUND CENTERLINE STATION 936 + 00, ON THE NORTHWEST BOLT OF THE
 QO0771'WEST LEG OF A HIGHWAY INFORMATION SIGN (FOREST LAKE 1 1/4 MILE -
 QO0771'HIGHWAY 8, 2 MILES).  SW 1/4 SECTION 18, T 32N, R 21W.
 QO0771
 QO0771                          STATION RECOVERY (2005)
 QO0771
 QO0771'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0771'MARK NOT FOUND, SIGN REPLACED AND NOT AT THAT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0772 ***********************************************************************
 QO0772  DESIGNATION -  82 B
 QO0772  PID         -  QO0772
 QO0772  STATE/COUNTY-  MN/WASHINGTON
 QO0772  USGS QUAD   -  LINWOOD (1993)
 QO0772
 QO0772                         *CURRENT SURVEY CONTROL
 QO0772  ___________________________________________________________________
 QO0772* NAD 83(1986)-  45 15 53.     (N)    093 00 38.     (W)     SCALED    
 QO0772* NAVD 88     -       271.329  (meters)     890.19   (feet)  ADJUSTED  
 QO0772  ___________________________________________________________________
 QO0772  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 QO0772  DYNAMIC HT  -         271.326 (meters)     890.18  (feet)  COMP
 QO0772  MODELED GRAV-     980,598.4   (mgal)                       NAVD 88
 QO0772
 QO0772  VERT ORDER  -  SECOND    CLASS 0
 QO0772
 QO0772.The horizontal coordinates were scaled from a topographic map and have
 QO0772.an estimated accuracy of +/- 6 seconds.
 QO0772
 QO0772.The orthometric height was determined by differential leveling
 QO0772.and adjusted by the National Geodetic Survey in June 1991..
 QO0772
 QO0772.The geoid height was determined by GEOID03.
 QO0772
 QO0772.The dynamic height is computed by dividing the NAVD 88
 QO0772.geopotential number by the normal gravity value computed on the
 QO0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0772.degrees latitude (g = 980.6199 gals.).
 QO0772
 QO0772.The modeled gravity was interpolated from observed gravity values.
 QO0772
 QO0772;                    North         East    Units  Estimated Accuracy
 QO0772;SPC MN S     -   352,120.      877,650.      MT  (+/- 180 meters Scaled)
 QO0772
 QO0772                          SUPERSEDED SURVEY CONTROL
 QO0772
 QO0772  NGVD 29 (??/??/92)  271.286  (m)          890.04   (f) ADJ UNCH    2 0
 QO0772
 QO0772.Superseded values are not recommended for survey control.
 QO0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0772.See file dsdata.txt to determine how the superseded data were derived.
 QO0772
 QO0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL991123(NAD 83)
 QO0772_MARKER: Z = SEE DESCRIPTION
 QO0772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0772_SP_SET: CONCRETE BASE
 QO0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0772
 QO0772  HISTORY     - Date     Condition        Report By
 QO0772  HISTORY     - UNK      MONUMENTED       MNDT
 QO0772  HISTORY     - 1970     GOOD             MNDT
 QO0772  HISTORY     - 20051012 MARK NOT FOUND   USPSQD
 QO0772
 QO0772                          STATION DESCRIPTION
 QO0772
 QO0772'DESCRIBED BY MN DEPT OF TRANSP 1970
 QO0772'1.7 MI SW FROM FOREST LAKE.
 QO0772'MARK IS LOCATED 0.9 MILES WEST OF T.H. 61 IN FOREST LAKE, ALONG COUNTY
 QO0772'ROAD 2 (BROADWAY) THENCE 1.1 MILES SOUTH ALONG FAI 35, 3.7 MILES NORTH
 QO0772'OF THE NORTH JUNCTION OF FAI 35-W AND 35-E, 64 FEET EAST OF FAI 35
 QO0772'NORTHBOUND CENTERLINE STATION 963 + 00, ON THE NORTHWEST BOLT IN THE
 QO0772'CONCRETE BASE OF THE WEST LEG OF A HIGHWAY INFORMATION SIGN (FOREST
 QO0772'LAKE EXIT, 1 MILE).  NW 1/4 SECTION 18, T 32N, R 21W.
 QO0772
 QO0772                          STATION RECOVERY (2005)
 QO0772
 QO0772'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0772'MARK NOT FOUND. SIGN NOT AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0611 ***********************************************************************
 PP0611  DESIGNATION -  8202 A
 PP0611  PID         -  PP0611
 PP0611  STATE/COUNTY-  MN/WASHINGTON
 PP0611  USGS QUAD   -  HASTINGS (1993)
 PP0611
 PP0611                         *CURRENT SURVEY CONTROL
 PP0611  ___________________________________________________________________
 PP0611* NAD 83(1986)-  44 44 55.     (N)    092 48 20.     (W)     SCALED    
 PP0611* NAVD 88     -       211.074  (meters)     692.50   (feet)  ADJUSTED  
 PP0611  ___________________________________________________________________
 PP0611  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 PP0611  DYNAMIC HT  -         211.049 (meters)     692.42  (feet)  COMP
 PP0611  MODELED GRAV-     980,497.1   (mgal)                       NAVD 88
 PP0611
 PP0611  VERT ORDER  -  SECOND    CLASS 0
 PP0611
 PP0611.The horizontal coordinates were scaled from a topographic map and have
 PP0611.an estimated accuracy of +/- 6 seconds.
 PP0611
 PP0611.The orthometric height was determined by differential leveling
 PP0611.and adjusted by the National Geodetic Survey in June 1991..
 PP0611
 PP0611.The geoid height was determined by GEOID03.
 PP0611
 PP0611.The dynamic height is computed by dividing the NAVD 88
 PP0611.geopotential number by the normal gravity value computed on the
 PP0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0611.degrees latitude (g = 980.6199 gals.).
 PP0611
 PP0611.The modeled gravity was interpolated from observed gravity values.
 PP0611
 PP0611;                    North         East    Units  Estimated Accuracy
 PP0611;SPC MN S     -   294,980.      894,580.      MT  (+/- 180 meters Scaled)
 PP0611
 PP0611                          SUPERSEDED SURVEY CONTROL
 PP0611
 PP0611  NGVD 29 (??/??/92)  211.022  (m)          692.33   (f) ADJ UNCH    2 0
 PP0611
 PP0611.Superseded values are not recommended for survey control.
 PP0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0611.See file dsdata.txt to determine how the superseded data were derived.
 PP0611
 PP0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK153550(NAD 83)
 PP0611_MARKER: DD = SURVEY DISK
 PP0611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0611_SP_SET: BRIDGE
 PP0611_STAMPING: 8202-A - 1970
 PP0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0611
 PP0611  HISTORY     - Date     Condition        Report By
 PP0611  HISTORY     - 1970     MONUMENTED       MNDT
 PP0611  HISTORY     - 19961207 MARK NOT FOUND   USPSQD
 PP0611
 PP0611                          STATION DESCRIPTION
 PP0611
 PP0611'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0611'POINT DOUGLAS.
 PP0611'MARK IS LOCATED IN THE SOUTHWEST CORNER OF THE T.H. 10 (DRAW) BRIDGE
 PP0611'ACROSS THE ST. CROIX RIVER LEADING TO PRESCOTT, WISCONSIN FROM ST.
 PP0611'MARYS POINT, MINNESOTA, 2.5 MILES EAST OF T.H. 61.  SE 1/4 SECTION 9,
 PP0611'T 115N, R 17W.
 PP0611
 PP0611                          STATION RECOVERY (1996)
 PP0611
 PP0611'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0612 ***********************************************************************
 PP0612  DESIGNATION -  8202 B
 PP0612  PID         -  PP0612
 PP0612  STATE/COUNTY-  MN/WASHINGTON
 PP0612  USGS QUAD   -  PRESCOTT (1993)
 PP0612
 PP0612                         *CURRENT SURVEY CONTROL
 PP0612  ___________________________________________________________________
 PP0612* NAD 83(1986)-  44 45 01.     (N)    092 48 56.     (W)     SCALED    
 PP0612* NAVD 88     -       214.186  (meters)     702.71   (feet)  ADJUSTED  
 PP0612  ___________________________________________________________________
 PP0612  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 PP0612  DYNAMIC HT  -         214.162 (meters)     702.63  (feet)  COMP
 PP0612  MODELED GRAV-     980,500.5   (mgal)                       NAVD 88
 PP0612
 PP0612  VERT ORDER  -  SECOND    CLASS 0
 PP0612
 PP0612.The horizontal coordinates were scaled from a topographic map and have
 PP0612.an estimated accuracy of +/- 6 seconds.
 PP0612
 PP0612.The orthometric height was determined by differential leveling
 PP0612.and adjusted by the National Geodetic Survey in June 1991..
 PP0612
 PP0612.The geoid height was determined by GEOID03.
 PP0612
 PP0612.The dynamic height is computed by dividing the NAVD 88
 PP0612.geopotential number by the normal gravity value computed on the
 PP0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0612.degrees latitude (g = 980.6199 gals.).
 PP0612
 PP0612.The modeled gravity was interpolated from observed gravity values.
 PP0612
 PP0612;                    North         East    Units  Estimated Accuracy
 PP0612;SPC MN S     -   295,160.      893,790.      MT  (+/- 180 meters Scaled)
 PP0612
 PP0612                          SUPERSEDED SURVEY CONTROL
 PP0612
 PP0612  NGVD 29 (??/??/92)  214.134  (m)          702.54   (f) ADJ UNCH    2 0
 PP0612
 PP0612.Superseded values are not recommended for survey control.
 PP0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0612.See file dsdata.txt to determine how the superseded data were derived.
 PP0612
 PP0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK146552(NAD 83)
 PP0612_MARKER: DD = SURVEY DISK
 PP0612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0612_SP_SET: ABUTMENT
 PP0612_STAMPING: 8202-B 1970
 PP0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0612
 PP0612  HISTORY     - Date     Condition        Report By
 PP0612  HISTORY     - 1970     MONUMENTED       MNDT
 PP0612
 PP0612                          STATION DESCRIPTION
 PP0612
 PP0612'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0612'POINT DOUGLAS.
 PP0612'MARK IS LOCATED IN THE SOUTHEAST CORNER OF THE SOUTH ABUTMENT OF
 PP0612'CHICAGO BURLINGTON AND QUINCY RAILROAD BRIDGE NO. 562-A OVER T.H. 10
 PP0612'ABOUT 4 FEET LOWER THAN THE TRACKS, 0.4 MILES WEST OF THE ST. CROIX
 PP0612'RIVER BRIDGE LEADING TO PRESCOTT, WISCONSIN.  SW 1/4 SECTION 9, T
 PP0612'115N, R 17W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3488 ***********************************************************************
 PP3488  DESIGNATION -  8202 C
 PP3488  PID         -  PP3488
 PP3488  STATE/COUNTY-  MN/WASHINGTON
 PP3488  USGS QUAD   -  PRESCOTT (1993)
 PP3488
 PP3488                         *CURRENT SURVEY CONTROL
 PP3488  ___________________________________________________________________
 PP3488* NAD 83(1986)-  44 45 07.     (N)    092 49 23.     (W)     SCALED    
 PP3488* NAVD 88     -       231.225  (meters)     758.61   (feet)  ADJUSTED  
 PP3488  ___________________________________________________________________
 PP3488  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 PP3488  DYNAMIC HT  -         231.200 (meters)     758.53  (feet)  COMP
 PP3488  MODELED GRAV-     980,502.4   (mgal)                       NAVD 88
 PP3488
 PP3488  VERT ORDER  -  SECOND    CLASS I
 PP3488
 PP3488.The horizontal coordinates were scaled from a topographic map and have
 PP3488.an estimated accuracy of +/- 6 seconds.
 PP3488
 PP3488.The orthometric height was determined by differential leveling
 PP3488.and adjusted by the National Geodetic Survey in June 1995..
 PP3488
 PP3488.The geoid height was determined by GEOID03.
 PP3488
 PP3488.The dynamic height is computed by dividing the NAVD 88
 PP3488.geopotential number by the normal gravity value computed on the
 PP3488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3488.degrees latitude (g = 980.6199 gals.).
 PP3488
 PP3488.The modeled gravity was interpolated from observed gravity values.
 PP3488
 PP3488;                    North         East    Units  Estimated Accuracy
 PP3488;SPC MN S     -   295,330.      893,190.      MT  (+/- 180 meters Scaled)
 PP3488
 PP3488                          SUPERSEDED SURVEY CONTROL
 PP3488
 PP3488.No superseded survey control is available for this station.
 PP3488
 PP3488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK140554(NAD 83)
 PP3488_MARKER: DV = VERTICAL CONTROL DISK
 PP3488_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3488_SP_SET: ALUMINUM ALLOY ROD
 PP3488_STAMPING: 8202 C 1988
 PP3488_MARK LOGO: MNDT  
 PP3488_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3488
 PP3488  HISTORY     - Date     Condition        Report By
 PP3488  HISTORY     - 1988     MONUMENTED       MNDT
 PP3488
 PP3488                          STATION DESCRIPTION
 PP3488
 PP3488'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3488'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) WEST OF THE CITY OF PRESCOTT
 PP3488'(WISCONSIN), 0.9 MI (1.4 KM) WEST ALONG TRUNK HIGHWAY 10 FROM ITS
 PP3488'CROSSING OVER THE ST CROIX RIVER AT PRESCOTT, IN THE SE 1/4 OF
 PP3488'SECTION 8, T26N, R20W.  THE MARK IS 25.2 FT (7.7 M) SOUTH-SOUTHWEST
 PP3488'OF AND ABOUT 1 FT (0.3 M) LOWER THAN THE CENTERLINE OF HIGHWAY 10 AT
 PP3488'MILEPOINT 302.0, 10 FT (3.0 M) SOUTH OF AN ENTRANCE LEADING WEST,
 PP3488'51.0 FT (15.5 M) SOUTH OF A POWER POLE, 14.9 FT (4.5 M) EAST OF A 24
 PP3488'INCH WALNUT TREE, 11.1 FT (3.4 M) WEST OF A TELEPHONE CABLE POLE AND
 PP3488'2.2 FT (0.7 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PP3488'MAGNETIC MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---8202
 PP3488'C 1988---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 15
 PP3488'FOOT LONG ALUMINUM ALLOY ROD AND IS 2 INCHES BELOW THE SURFACE OF THE
 PP3488'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3489 ***********************************************************************
 PP3489  DESIGNATION -  8202 D
 PP3489  PID         -  PP3489
 PP3489  STATE/COUNTY-  MN/WASHINGTON
 PP3489  USGS QUAD   -  PRESCOTT (1993)
 PP3489
 PP3489                         *CURRENT SURVEY CONTROL
 PP3489  ___________________________________________________________________
 PP3489* NAD 83(1986)-  44 45 20.     (N)    092 49 58.     (W)     SCALED    
 PP3489* NAVD 88     -       261.405  (meters)     857.63   (feet)  ADJUSTED  
 PP3489  ___________________________________________________________________
 PP3489  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 PP3489  DYNAMIC HT  -         261.378 (meters)     857.54  (feet)  COMP
 PP3489  MODELED GRAV-     980,505.2   (mgal)                       NAVD 88
 PP3489
 PP3489  VERT ORDER  -  SECOND    CLASS I
 PP3489
 PP3489.The horizontal coordinates were scaled from a topographic map and have
 PP3489.an estimated accuracy of +/- 6 seconds.
 PP3489
 PP3489.The orthometric height was determined by differential leveling
 PP3489.and adjusted by the National Geodetic Survey in June 1995..
 PP3489
 PP3489.The geoid height was determined by GEOID03.
 PP3489
 PP3489.The dynamic height is computed by dividing the NAVD 88
 PP3489.geopotential number by the normal gravity value computed on the
 PP3489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3489.degrees latitude (g = 980.6199 gals.).
 PP3489
 PP3489.The modeled gravity was interpolated from observed gravity values.
 PP3489
 PP3489;                    North         East    Units  Estimated Accuracy
 PP3489;SPC MN S     -   295,720.      892,410.      MT  (+/- 180 meters Scaled)
 PP3489
 PP3489                          SUPERSEDED SURVEY CONTROL
 PP3489
 PP3489.No superseded survey control is available for this station.
 PP3489
 PP3489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK132558(NAD 83)
 PP3489_MARKER: DV = VERTICAL CONTROL DISK
 PP3489_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP3489+WITH SETTING: INFORMATION.
 PP3489_SP_SET: METAL ROD DRIVEN INTO GROUND
 PP3489_STAMPING: 8202 D 1988
 PP3489_MARK LOGO: MNDT  
 PP3489_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3489
 PP3489  HISTORY     - Date     Condition        Report By
 PP3489  HISTORY     - 1988     MONUMENTED       MNDT
 PP3489
 PP3489                          STATION DESCRIPTION
 PP3489
 PP3489'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3489'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF THE CITY OF PRESCOTT
 PP3489'(WISCONSIN), 1.45 MI (2.33 KM) WEST ALONG TRUNK HIGHWAY 10 FROM ITS
 PP3489'CROSSING OVER THE ST CROIX RIVER AT PRESCOTT, AT A ROAD NORTH (NORELL
 PP3489'ROAD SOUTH), IN THE NW 1/4 OF SECTION 8, T26N, R20W.  THE MARK IS 225
 PP3489'FT (68.6 M) NORTH OF THE CENTERLINE OF HIGHWAY 10 AT MILEPOINT
 PP3489'301.45, 33 FT (10.1 M) WEST OF AND ABOUT LEVEL WITH THE GRAVEL ROAD,
 PP3489'187.8 FT (57.2 M) NORTH OF A TELEPHONE CABLE MARKER POST, 2.0 FT
 PP3489'(0.6 M) SOUTH OF A POWER POLE (NUMBERED R 514) WITH 2 TRANSFORMERS,
 PP3489'AND 1.0 FT (0.3 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A
 PP3489'STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3489'STAMPED---8202 D 1988---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH
 PP3489'DIAMETER BY 5 FOOT LONG ALUMINUM ALLOY ROD AND IS 2 INCHES BELOW THE
 PP3489'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3490 ***********************************************************************
 PP3490  DESIGNATION -  8202 E
 PP3490  PID         -  PP3490
 PP3490  STATE/COUNTY-  MN/WASHINGTON
 PP3490  USGS QUAD   -  PRESCOTT (1993)
 PP3490
 PP3490                         *CURRENT SURVEY CONTROL
 PP3490  ___________________________________________________________________
 PP3490* NAD 83(1986)-  44 45 33.     (N)    092 50 45.     (W)     SCALED    
 PP3490* NAVD 88     -       243.354  (meters)     798.40   (feet)  ADJUSTED  
 PP3490  ___________________________________________________________________
 PP3490  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 PP3490  DYNAMIC HT  -         243.329 (meters)     798.32  (feet)  COMP
 PP3490  MODELED GRAV-     980,508.9   (mgal)                       NAVD 88
 PP3490
 PP3490  VERT ORDER  -  SECOND    CLASS I
 PP3490
 PP3490.The horizontal coordinates were scaled from a topographic map and have
 PP3490.an estimated accuracy of +/- 6 seconds.
 PP3490
 PP3490.The orthometric height was determined by differential leveling
 PP3490.and adjusted by the National Geodetic Survey in June 1995..
 PP3490
 PP3490.The geoid height was determined by GEOID03.
 PP3490
 PP3490.The dynamic height is computed by dividing the NAVD 88
 PP3490.geopotential number by the normal gravity value computed on the
 PP3490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3490.degrees latitude (g = 980.6199 gals.).
 PP3490
 PP3490.The modeled gravity was interpolated from observed gravity values.
 PP3490
 PP3490;                    North         East    Units  Estimated Accuracy
 PP3490;SPC MN S     -   296,110.      891,370.      MT  (+/- 180 meters Scaled)
 PP3490
 PP3490                          SUPERSEDED SURVEY CONTROL
 PP3490
 PP3490.No superseded survey control is available for this station.
 PP3490
 PP3490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK122562(NAD 83)
 PP3490_MARKER: DV = VERTICAL CONTROL DISK
 PP3490_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3490_SP_SET: ALUMINUM ALLOY ROD
 PP3490_STAMPING: 8202 E 1988
 PP3490_MARK LOGO: MNDT  
 PP3490_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3490
 PP3490  HISTORY     - Date     Condition        Report By
 PP3490  HISTORY     - 1988     MONUMENTED       MNDT
 PP3490
 PP3490                          STATION DESCRIPTION
 PP3490
 PP3490'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3490'THE MARK IS LOCATED ABOUT 2.25 MI (3.62 KM) WEST OF THE CITY OF
 PP3490'PRESCOTT (WISCONSIN), 2.2 MI (3.5 KM) WEST ALONG TRUNK HIGHWAY 10
 PP3490'FROM ITS CROSSING OVER THE ST CROIX RIVER AND IN THE NE 1/4 OF
 PP3490'SECTION 7, T26N, R20W.  THE MARK IS 30.5 FT (9.3 M) SOUTHWEST OF AND
 PP3490'ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 10 AT MILEPOINT 300.7,
 PP3490'13.5 FT (4.1 M) WEST OF A GUARDRAIL, 3.4 FT (1.0 M) EAST OF A POWER
 PP3490'POLE (NUMBERED 274-8), AND 1.2 FT (0.4 M) SOUTH OF A STEEL WITNESS
 PP3490'POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL
 PP3490'MONUMENT DISK STAMPED---8202 E 1988---, IS FORCED ONTO THE TOP OF A
 PP3490'DRIVEN 3/4 INCH DIAMETER BY 25 FOOT LONG ALUMINUM ALLOY ROD AND IS 2
 PP3490'INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0123 ***********************************************************************
 QO0123  DESIGNATION -  8204 A
 QO0123  PID         -  QO0123
 QO0123  STATE/COUNTY-  MN/WASHINGTON
 QO0123  USGS QUAD   -  WHITE BEAR LAKE EAST (1993)
 QO0123
 QO0123                         *CURRENT SURVEY CONTROL
 QO0123  ___________________________________________________________________
 QO0123* NAD 83(1986)-  45 01 37.     (N)    092 58 16.     (W)     SCALED    
 QO0123* NAVD 88     -       298.611  (meters)     979.69   (feet)  ADJUSTED  
 QO0123  ___________________________________________________________________
 QO0123  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 QO0123  DYNAMIC HT  -         298.603 (meters)     979.67  (feet)  COMP
 QO0123  MODELED GRAV-     980,580.9   (mgal)                       NAVD 88
 QO0123
 QO0123  VERT ORDER  -  SECOND    CLASS 0
 QO0123
 QO0123.The horizontal coordinates were scaled from a topographic map and have
 QO0123.an estimated accuracy of +/- 6 seconds.
 QO0123
 QO0123.The orthometric height was determined by differential leveling
 QO0123.and adjusted by the National Geodetic Survey in June 1991..
 QO0123
 QO0123.The geoid height was determined by GEOID03.
 QO0123
 QO0123.The dynamic height is computed by dividing the NAVD 88
 QO0123.geopotential number by the normal gravity value computed on the
 QO0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0123.degrees latitude (g = 980.6199 gals.).
 QO0123
 QO0123.The modeled gravity was interpolated from observed gravity values.
 QO0123
 QO0123;                    North         East    Units  Estimated Accuracy
 QO0123;SPC MN S     -   325,730.      881,080.      MT  (+/- 180 meters Scaled)
 QO0123
 QO0123                          SUPERSEDED SURVEY CONTROL
 QO0123
 QO0123  NGVD 29 (??/??/92)  298.552  (m)          979.50   (f) ADJ UNCH    2 0
 QO0123
 QO0123.Superseded values are not recommended for survey control.
 QO0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0123.See file dsdata.txt to determine how the superseded data were derived.
 QO0123
 QO0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK022859(NAD 83)
 QO0123_MARKER: DD = SURVEY DISK
 QO0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0123_STAMPING: 8204-A 1971
 QO0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0123+STABILITY: SURFACE MOTION
 QO0123
 QO0123  HISTORY     - Date     Condition        Report By
 QO0123  HISTORY     - 1971     MONUMENTED       MNDT
 QO0123
 QO0123                          STATION DESCRIPTION
 QO0123
 QO0123'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0123'IN NORTHDALE.
 QO0123'MARK IS LOCATED IN NORTHDALE, 0.7 MILES NORTHEAST ALONG T.H. 36 FROM
 QO0123'THE JUNCTION OF T.H. 36 AND T.H. 120 IN NORTHDALE - NORTH ST. PAUL,
 QO0123'0.5 MILES SOUTHWEST ALONG T.H. 36 FROM THE JUNCTION OF T.H. 36 AND FAI
 QO0123'694 IN NORTHDALE - PINE SPRINGS, 78 FEET SOUTH OF AND ABOUT LEVEL WITH
 QO0123'EASTBOUND T.H. 36 CENTERLINE AT MILE MARKER 11.2, 75 FEET WEST OF A
 QO0123'PRIVATE DRIVEWAY SOUTH, 17 FEET NORTH OF THE NORTH RAIL - SOO LINE
 QO0123'RAILROAD, 1 FOOT NORTH OF A STEEL WITNESS POST IN A 6 FOOT PRECAST
 QO0123'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 6, T 29N,
 QO0123'R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0129 ***********************************************************************
 QO0129  DESIGNATION -  8204 C
 QO0129  PID         -  QO0129
 QO0129  STATE/COUNTY-  MN/WASHINGTON
 QO0129  USGS QUAD   -  WHITE BEAR LAKE EAST (1993)
 QO0129
 QO0129                         *CURRENT SURVEY CONTROL
 QO0129  ___________________________________________________________________
 QO0129* NAD 83(1986)-  45 02 07.     (N)    092 56 06.     (W)     SCALED    
 QO0129* NAVD 88     -       303.141  (meters)     994.56   (feet)  ADJUSTED  
 QO0129  ___________________________________________________________________
 QO0129  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 QO0129  DYNAMIC HT  -         303.133 (meters)     994.53  (feet)  COMP
 QO0129  MODELED GRAV-     980,579.3   (mgal)                       NAVD 88
 QO0129
 QO0129  VERT ORDER  -  SECOND    CLASS 0
 QO0129
 QO0129.The horizontal coordinates were scaled from a topographic map and have
 QO0129.an estimated accuracy of +/- 6 seconds.
 QO0129
 QO0129.The orthometric height was determined by differential leveling
 QO0129.and adjusted by the National Geodetic Survey in June 1991..
 QO0129
 QO0129.The geoid height was determined by GEOID03.
 QO0129
 QO0129.The dynamic height is computed by dividing the NAVD 88
 QO0129.geopotential number by the normal gravity value computed on the
 QO0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0129.degrees latitude (g = 980.6199 gals.).
 QO0129
 QO0129.The modeled gravity was interpolated from observed gravity values.
 QO0129
 QO0129;                    North         East    Units  Estimated Accuracy
 QO0129;SPC MN S     -   326,690.      883,920.      MT  (+/- 180 meters Scaled)
 QO0129
 QO0129                          SUPERSEDED SURVEY CONTROL
 QO0129
 QO0129  NGVD 29 (??/??/92)  303.084  (m)          994.37   (f) ADJ UNCH    2 0
 QO0129
 QO0129.Superseded values are not recommended for survey control.
 QO0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0129.See file dsdata.txt to determine how the superseded data were derived.
 QO0129
 QO0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK051868(NAD 83)
 QO0129_MARKER: DD = SURVEY DISK
 QO0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0129_STAMPING: 8204-C 1971
 QO0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0129+STABILITY: SURFACE MOTION
 QO0129
 QO0129  HISTORY     - Date     Condition        Report By
 QO0129  HISTORY     - 1971     MONUMENTED       MNDT
 QO0129
 QO0129                          STATION DESCRIPTION
 QO0129
 QO0129'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0129'0.5 MI E FROM PINE SPRINGS.
 QO0129'MARK IS LOCATED IN EAST OAKDALE, 0.5 MILES EAST ALONG RT. 36 FROM
 QO0129'BRIDGE OVER THE SOO LINE RAILROAD IN PINE SPRINGS, 0.3 MILES WEST OF
 QO0129'COUNTY ROAD 13, 75 FEET SOUTH OF AND ABOUT LEVEL WITH T.H. 36
 QO0129'CENTERLINE AT MILE MARKER 13.2, 38 FEET NORTHWEST OF A 20 INCH OAK
 QO0129'TREE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST
 QO0129'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 4, T 29N,
 QO0129'R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0130 ***********************************************************************
 QO0130  DESIGNATION -  8204 D
 QO0130  PID         -  QO0130
 QO0130  STATE/COUNTY-  MN/WASHINGTON
 QO0130  USGS QUAD   -  WHITE BEAR LAKE EAST (1993)
 QO0130
 QO0130                         *CURRENT SURVEY CONTROL
 QO0130  ___________________________________________________________________
 QO0130* NAD 83(1996)-  45 02 06.67454(N)    092 55 19.59781(W)     ADJUSTED  
 QO0130* NAVD 88     -       317.701  (meters)    1042.32   (feet)  ADJUSTED  
 QO0130  ___________________________________________________________________
 QO0130  LAPLACE CORR-          -8.09  (seconds)                    DEFLEC99
 QO0130  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 QO0130  DYNAMIC HT  -         317.693 (meters)    1042.30  (feet)  COMP
 QO0130  MODELED GRAV-     980,579.8   (mgal)                       NAVD 88
 QO0130
 QO0130  HORZ ORDER  -  SECOND
 QO0130  VERT ORDER  -  SECOND    CLASS 0
 QO0130
 QO0130.The horizontal coordinates were established by classical geodetic methods
 QO0130.and adjusted by the National Geodetic Survey in March 1999..
 QO0130
 QO0130.The orthometric height was determined by differential leveling
 QO0130.and adjusted by the National Geodetic Survey in June 1991..
 QO0130
 QO0130.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0130
 QO0130.The geoid height was determined by GEOID03.
 QO0130
 QO0130.The dynamic height is computed by dividing the NAVD 88
 QO0130.geopotential number by the normal gravity value computed on the
 QO0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0130.degrees latitude (g = 980.6199 gals.).
 QO0130
 QO0130.The modeled gravity was interpolated from observed gravity values.
 QO0130
 QO0130;                    North         East     Units Scale Factor Converg.
 QO0130;SPC MN S     -   326,697.048   884,930.741   MT  0.99996541   +0 45 19.9
 QO0130;UTM  15      - 4,986,862.234   506,135.125   MT  0.99960046   +0 03 18.4
 QO0130
 QO0130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0130!SPC MN S     -   0.99995452  x   0.99996541  =   0.99991994
 QO0130!UTM  15      -   0.99995452  x   0.99960046  =   0.99955500
 QO0130
 QO0130                          SUPERSEDED SURVEY CONTROL
 QO0130
 QO0130  NAD 83(1996)-  45 02 06.66997(N)    092 55 19.59321(W) AD(       ) 2
 QO0130  NAD 83(1986)-  45 02 06.66776(N)    092 55 19.59098(W) AD(       ) 2
 QO0130  NAD 27      -  45 02 06.78759(N)    092 55 18.82743(W) AD(       ) 2
 QO0130  NGVD 29 (??/??/92)  317.645  (m)         1042.14   (f) ADJ UNCH    2 0
 QO0130
 QO0130.Superseded values are not recommended for survey control.
 QO0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0130.See file dsdata.txt to determine how the superseded data were derived.
 QO0130
 QO0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0613586862(NAD 83)
 QO0130_MARKER: DB = BENCH MARK DISK
 QO0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0130_STAMPING: 8204-D 1971
 QO0130_MARK LOGO: MNDT  
 QO0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0130+STABILITY: SURFACE MOTION
 QO0130
 QO0130  HISTORY     - Date     Condition        Report By
 QO0130  HISTORY     - 1971     MONUMENTED       MNDT
 QO0130  HISTORY     - 1974     GOOD             MNDT
 QO0130
 QO0130                          STATION DESCRIPTION
 QO0130
 QO0130'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0130'IN PINE SPRINGS.
 QO0130'MARK IS LOCATED 1.5 MILES EAST ALONG T.H. 36 FROM THE SOO LINE
 QO0130'RAILROAD BRIDGE IN PINE SPRINGS, 0.7 MILES EAST OF COUNTY ROAD 13, 91
 QO0130'FEET SOUTH OF, AND 2 FEET LOWER THAN T.H. 36 CENTERLINE MILE MARKER
 QO0130'13.8, 23 FEET EAST OF A PRIVATE DRIVEWAY SOUTH, 3.5 FEET NORTHWEST OF
 QO0130'A POWER POLE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT
 QO0130'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 QO0130
 QO0130                          STATION RECOVERY (1974)
 QO0130
 QO0130'RECOVERY NOTE BY MN DEPT OF TRANSP 1974 (DKH)
 QO0130'TO REACH STATION SCHAEFER MNHD FROM THE JUNCTION OF INTERSTATE 694 AND
 QO0130'TRUNK HIGHWAY 36, GO EAST ON TRUNK HIGHWAY 36 FOR 2.2 MILES TO
 QO0130'THE STATION SCHAEFER MNHD ON THE RIGHT.
 QO0130'
 QO0130'STATION (SCHAEFER RM 2) A STANDARD MHD BENCH MARK DISK STAMPED,
 QO0130'8204-D 1971, IS SET IN A PRE-CAST CONCRETE MONUMENT THAT IS
 QO0130'FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH
 QO0130'EASTBOUND TRUNK HIGHWAY 36.  THE MARK IS 24.0 FEET EAST OF A
 QO0130'FARM ENTRANCE, 91.0 FEET SOUTH OF THE CENTERLINE OF EASTBOUND
 QO0130'TRUNK HIGHWAY 36, 3.8 FEET NORTHWEST OF A POWER POLE, 26.0 FEET
 QO0130'NORTH-NORTHWEST OF A 3 INCH BIRCH TREE, AND 1.1 FEET EAST OF A
 QO0130'STEEL WITNESS POST.  THE MARK IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0131 ***********************************************************************
 QO0131  DESIGNATION -  8204 E
 QO0131  PID         -  QO0131
 QO0131  STATE/COUNTY-  MN/WASHINGTON
 QO0131  USGS QUAD   -  WHITE BEAR LAKE EAST (1993)
 QO0131
 QO0131                         *CURRENT SURVEY CONTROL
 QO0131  ___________________________________________________________________
 QO0131* NAD 83(1986)-  45 02 07.     (N)    092 54 29.     (W)     SCALED    
 QO0131* NAVD 88     -       296.590  (meters)     973.06   (feet)  ADJUSTED  
 QO0131  ___________________________________________________________________
 QO0131  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 QO0131  DYNAMIC HT  -         296.582 (meters)     973.04  (feet)  COMP
 QO0131  MODELED GRAV-     980,580.3   (mgal)                       NAVD 88
 QO0131
 QO0131  VERT ORDER  -  SECOND    CLASS 0
 QO0131
 QO0131.The horizontal coordinates were scaled from a topographic map and have
 QO0131.an estimated accuracy of +/- 6 seconds.
 QO0131
 QO0131.The orthometric height was determined by differential leveling
 QO0131.and adjusted by the National Geodetic Survey in June 1991..
 QO0131
 QO0131.The geoid height was determined by GEOID03.
 QO0131
 QO0131.The dynamic height is computed by dividing the NAVD 88
 QO0131.geopotential number by the normal gravity value computed on the
 QO0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0131.degrees latitude (g = 980.6199 gals.).
 QO0131
 QO0131.The modeled gravity was interpolated from observed gravity values.
 QO0131
 QO0131;                    North         East    Units  Estimated Accuracy
 QO0131;SPC MN S     -   326,720.      886,040.      MT  (+/- 180 meters Scaled)
 QO0131
 QO0131                          SUPERSEDED SURVEY CONTROL
 QO0131
 QO0131  NGVD 29 (??/??/92)  296.537  (m)          972.89   (f) ADJ UNCH    2 0
 QO0131
 QO0131.Superseded values are not recommended for survey control.
 QO0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0131.See file dsdata.txt to determine how the superseded data were derived.
 QO0131
 QO0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK072868(NAD 83)
 QO0131_MARKER: DD = SURVEY DISK
 QO0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0131_SP_SET: DRAINAGE BASIN
 QO0131_STAMPING: 8204-E 1971
 QO0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0131
 QO0131  HISTORY     - Date     Condition        Report By
 QO0131  HISTORY     - 1971     MONUMENTED       MNDT
 QO0131
 QO0131                          STATION DESCRIPTION
 QO0131
 QO0131'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0131'1.85 MI E FROM PINE SPRINGS.
 QO0131'MARK IS LOCATED 1.85 MILES EAST ALONG T.H. 36 FROM THE SOO LINE
 QO0131'RAILROAD BRIDGE IN PINE SPRINGS, 0.25 MILES WEST OF A TOWNSHIP ROAD,
 QO0131'233 FEET WEST OF A PRIVATE DRIVEWAY SOUTH (AT SIGN HAROLDS SQUARE),
 QO0131'200 FEET WEST OF AN ADVERTISING SIGN (INDIAN HILLS GOLF COURSE), 71
 QO0131'FEET SOUTH OF AND 20 FEET LOWER THAN EASTBOUND T.H. 36 CENTERLINE (AT
 QO0131'AIRPLANE MARKER) IN THE SOUTHEAST CORNER OF THE WALL AROUND A 21 FOOT
 QO0131'BY 15 FOOT BY 2 FOOT DEEP DRAINAGE BASIN, 28 FEET NORTH OF AN
 QO0131'EAST-WEST FENCE LINE, 1 FOOT NORTH OF A STEEL WITNESS POST, ABOUT
 QO0131'LEVEL WITH THE GROUND.  NE 1/4 SECTION 3, T 29N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0132 ***********************************************************************
 QO0132  DESIGNATION -  8204 E 1
 QO0132  PID         -  QO0132
 QO0132  STATE/COUNTY-  MN/WASHINGTON
 QO0132  USGS QUAD   -  WHITE BEAR LAKE EAST (1993)
 QO0132
 QO0132                         *CURRENT SURVEY CONTROL
 QO0132  ___________________________________________________________________
 QO0132* NAD 83(1996)-  45 02 06.98013(N)    092 53 37.11133(W)     ADJUSTED  
 QO0132* NAVD 88     -       293.454  (meters)     962.77   (feet)  ADJUSTED  
 QO0132  ___________________________________________________________________
 QO0132  LAPLACE CORR-          -9.53  (seconds)                    DEFLEC99
 QO0132  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 QO0132  DYNAMIC HT  -         293.446 (meters)     962.75  (feet)  COMP
 QO0132  MODELED GRAV-     980,580.8   (mgal)                       NAVD 88
 QO0132
 QO0132  HORZ ORDER  -  SECOND
 QO0132  VERT ORDER  -  SECOND    CLASS 0
 QO0132
 QO0132.The horizontal coordinates were established by classical geodetic methods
 QO0132.and adjusted by the National Geodetic Survey in March 1999..
 QO0132
 QO0132.The orthometric height was determined by differential leveling
 QO0132.and adjusted by the National Geodetic Survey in June 1991..
 QO0132
 QO0132.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0132
 QO0132.The geoid height was determined by GEOID03.
 QO0132
 QO0132.The dynamic height is computed by dividing the NAVD 88
 QO0132.geopotential number by the normal gravity value computed on the
 QO0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0132.degrees latitude (g = 980.6199 gals.).
 QO0132
 QO0132.The modeled gravity was interpolated from observed gravity values.
 QO0132
 QO0132;                    North         East     Units Scale Factor Converg.
 QO0132;SPC MN S     -   326,736.449   887,173.609   MT  0.99996542   +0 46 31.7
 QO0132;UTM  15      - 4,986,874.215   508,377.490   MT  0.99960086   +0 04 30.9
 QO0132
 QO0132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0132!SPC MN S     -   0.99995834  x   0.99996542  =   0.99992376
 QO0132!UTM  15      -   0.99995834  x   0.99960086  =   0.99955922
 QO0132
 QO0132                          SUPERSEDED SURVEY CONTROL
 QO0132
 QO0132  NAD 83(1996)-  45 02 06.97572(N)    092 53 37.10754(W) AD(       ) 2
 QO0132  NAD 83(1986)-  45 02 06.97362(N)    092 53 37.10473(W) AD(       ) 2
 QO0132  NAD 27      -  45 02 07.09393(N)    092 53 36.34748(W) AD(       ) 2
 QO0132  NGVD 29 (??/??/92)  293.403  (m)          962.61   (f) ADJ UNCH    2 0
 QO0132
 QO0132.Superseded values are not recommended for survey control.
 QO0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0132.See file dsdata.txt to determine how the superseded data were derived.
 QO0132
 QO0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0837786874(NAD 83)
 QO0132_MARKER: DD = SURVEY DISK
 QO0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0132_STAMPING: 8204-E 1 1971
 QO0132_MARK LOGO: MNHD  
 QO0132_PROJECTION: FLUSH
 QO0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0132+STABILITY: SURFACE MOTION
 QO0132
 QO0132  HISTORY     - Date     Condition        Report By
 QO0132  HISTORY     - 1971     MONUMENTED       MNDT
 QO0132  HISTORY     - 1974     GOOD             MNDT
 QO0132
 QO0132                          STATION DESCRIPTION
 QO0132
 QO0132'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0132'3.3 MI W FROM OAK PARK HEIGHTS.
 QO0132'MARK IS LOCATED 3.3 MILES WEST ALONG T.H. 36 FROM THE JUNCTION OF T.H.
 QO0132'36 AND COUNTY ROAD 67 IN OAK PARK HEIGHTS, 0.5 MILES WEST OF COUNTY
 QO0132'ROAD 17, 97 FEET SOUTH OF AND ABOUT 1 FOOT HIGHER THAN T.H. 36
 QO0132'CENTERLINE AT MILE MARKER 15.3, (OPPOSITE A HIGHWAY CROSS-OVER), 52
 QO0132'FEET NORTH OF A 40 INCH OAK TREE, 7 FEET NORTH OF THE NORTH LEG OF A
 QO0132'HIGHWAY ADVERTISING SIGN (ST. CROIX DRUGS) 1 FOOT NORTH OF A STEEL
 QO0132'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 QO0132'GROUND.  NOTE-- MARK IS ALSO 2.65 MILES EAST ALONG T.H. 36 FROM THE
 QO0132'SOO LINE RAILROAD BRIDGE IN PINE SPRINGS.  NE 1/4 SECTION 2, T 29N, R
 QO0132'21W.
 QO0132
 QO0132                          STATION RECOVERY (1974)
 QO0132
 QO0132'RECOVERY NOTE BY MN DEPT OF TRANSP 1974 (DKH)
 QO0132'THE MARK, A STANDARD MHD BENCH MARK DISK STAMPED, 8204-E1 1971,
 QO0132'IS SET IN A 6 FOOT PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH
 QO0132'THE SURFACE OF THE GROUND AND ABOUT ONE FOOT HIGHER IN ELEVATION
 QO0132'THAN THE CENTERLINE OF EASTBOUND TRUNK HIGHWAY 36.  THE MARK IS
 QO0132'97 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE, 52 FEET
 QO0132'NORTH OF A 40 INCH OAK TREE, 7 FEET NORTH OF THE NORTH LEG OF
 QO0132'AN ADVERTISING SIGN (ST. CROIX DRUGS), AND ONE FOOT NORTH OF A
 QO0132'STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0133 ***********************************************************************
 QO0133  DESIGNATION -  8204 F
 QO0133  PID         -  QO0133
 QO0133  STATE/COUNTY-  MN/WASHINGTON
 QO0133  USGS QUAD   -  STILLWATER (1993)
 QO0133
 QO0133                         *CURRENT SURVEY CONTROL
 QO0133  ___________________________________________________________________
 QO0133* NAD 83(1996)-  45 02 07.27708(N)    092 52 22.09734(W)     ADJUSTED  
 QO0133* NAVD 88     -       303.049  (meters)     994.25   (feet)  ADJUSTED  
 QO0133  ___________________________________________________________________
 QO0133  LAPLACE CORR-         -10.60  (seconds)                    DEFLEC99
 QO0133  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 QO0133  DYNAMIC HT  -         303.041 (meters)     994.23  (feet)  COMP
 QO0133  MODELED GRAV-     980,581.0   (mgal)                       NAVD 88
 QO0133
 QO0133  HORZ ORDER  -  SECOND
 QO0133  VERT ORDER  -  SECOND    CLASS 0
 QO0133
 QO0133.The horizontal coordinates were established by classical geodetic methods
 QO0133.and adjusted by the National Geodetic Survey in March 1999..
 QO0133
 QO0133.The orthometric height was determined by differential leveling
 QO0133.and adjusted by the National Geodetic Survey in June 1991..
 QO0133
 QO0133.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0133
 QO0133.The geoid height was determined by GEOID03.
 QO0133
 QO0133.The dynamic height is computed by dividing the NAVD 88
 QO0133.geopotential number by the normal gravity value computed on the
 QO0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0133.degrees latitude (g = 980.6199 gals.).
 QO0133
 QO0133.The modeled gravity was interpolated from observed gravity values.
 QO0133
 QO0133;                    North         East     Units Scale Factor Converg.
 QO0133;SPC MN S     -   326,768.046   888,815.214   MT  0.99996543   +0 47 24.3
 QO0133;UTM  15      - 4,986,885.745   510,018.759   MT  0.99960123   +0 05 24.0
 QO0133
 QO0133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0133!SPC MN S     -   0.99995685  x   0.99996543  =   0.99992228
 QO0133!UTM  15      -   0.99995685  x   0.99960123  =   0.99955810
 QO0133
 QO0133                          SUPERSEDED SURVEY CONTROL
 QO0133
 QO0133  NAD 83(1996)-  45 02 07.27247(N)    092 52 22.09367(W) AD(       ) 2
 QO0133  NAD 83(1986)-  45 02 07.27097(N)    092 52 22.09014(W) AD(       ) 2
 QO0133  NAD 27      -  45 02 07.39106(N)    092 52 21.33600(W) AD(       ) 2
 QO0133  NGVD 29 (??/??/92)  303.001  (m)          994.10   (f) ADJ UNCH    2 0
 QO0133
 QO0133.Superseded values are not recommended for survey control.
 QO0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0133.See file dsdata.txt to determine how the superseded data were derived.
 QO0133
 QO0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1001986886(NAD 83)
 QO0133_MARKER: DB = BENCH MARK DISK
 QO0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0133_STAMPING: 8204-F 1971
 QO0133_MARK LOGO: MNHD  
 QO0133_PROJECTION: FLUSH
 QO0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0133+STABILITY: SURFACE MOTION
 QO0133
 QO0133  HISTORY     - Date     Condition        Report By
 QO0133  HISTORY     - 1971     MONUMENTED       MNDT
 QO0133  HISTORY     - 1974     GOOD             MNDT
 QO0133
 QO0133                          STATION DESCRIPTION
 QO0133
 QO0133'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0133'3.2 MI W FROM OAK PARK HEIGHTS.
 QO0133'MARK IS LOCATED 3.2 MILES WEST ALONG T.H. 36 FROM THE JUNCTION OF T.H.
 QO0133'36 AND COUNTY ROAD 67 IN OAK PARK HEIGHTS, 1.3 MILES EAST OF THE
 QO0133'JUNCTION OF T.H. 36 AND T.H. 212, 0.6 MILES EAST OF COUNTY ROAD 17-A,
 QO0133'92 FEET SOUTH OF, AND ABOUT LEVEL WITH EASTBOUND T.H. 36 CENTERLINE AT
 QO0133'MILE MARK 16.2, ABOUT 200 FEET NORTHWEST OF A RED BARN, 27 FEET
 QO0133'SOUTHEAST OF AN 18 INCH BOX ELDER TREE, 7 FEET NORTH OF AN EAST - WEST
 QO0133'FENCE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST
 QO0133'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 1, T 29N,
 QO0133'R 21W.
 QO0133
 QO0133                          STATION RECOVERY (1974)
 QO0133
 QO0133'RECOVERY NOTE BY MN DEPT OF TRANSP 1974 (DKH)
 QO0133'THE MARK, A STANDARD MHD BENCH MARK DISK STAMPED, 8204-F 1971,
 QO0133'IS SET IN A 6 FOOT PRE-CAST CONCRETE MONUMENT THAT IS FLUSH
 QO0133'WITH THE SURFACE OF THE GROUND, AND IS ABOUT LEVEL WITH THE
 QO0133'EASTBOUND LANE, 28.5 FEET EAST-NORTHEAST OF A 48 INCH BOX ELDER
 QO0133'TREE, AND 0.8 FEET NORTH OF A STEEL WITNESS POST.
 QO0133'
 QO0133'TO REACH THE STATION AAMODT FROM THE JUNCTION OF TRUNK HIGHWAY 36 AND
 QO0133'TRUNK HIGHWAY 212, GO WEST ON TRUNK HIGHWAY 36 FOR 0.8 MILES TO
 QO0133'COUNTY ROAD 15, TURN RIGHT AND THEN LEFT ON NORTH SERVICE DRIVE
 QO0133'FOR TRUNK HIGHWAY 36, AND CONTINUE WEST FOR 0.4 MILES TO STATION
 QO0133'ON THE RIGHT.  THE STATION AAMODT IS ON TOP OF THE BACKSLOPE
 QO0133'APPROXIMATELY 60 FEET NORTH OF THE CENTERLINE OF THE NORTH SERVICE
 QO0133'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3485 ***********************************************************************
 PP3485  DESIGNATION -  8205 A 2
 PP3485  PID         -  PP3485
 PP3485  STATE/COUNTY-  MN/WASHINGTON
 PP3485  USGS QUAD   -  HASTINGS (1993)
 PP3485
 PP3485                         *CURRENT SURVEY CONTROL
 PP3485  ___________________________________________________________________
 PP3485* NAD 83(1986)-  44 44 53.     (N)    092 51 09.     (W)     SCALED    
 PP3485* NAVD 88     -       224.858  (meters)     737.72   (feet)  ADJUSTED  
 PP3485  ___________________________________________________________________
 PP3485  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 PP3485  DYNAMIC HT  -         224.835 (meters)     737.65  (feet)  COMP
 PP3485  MODELED GRAV-     980,507.4   (mgal)                       NAVD 88
 PP3485
 PP3485  VERT ORDER  -  SECOND    CLASS I
 PP3485
 PP3485.The horizontal coordinates were scaled from a topographic map and have
 PP3485.an estimated accuracy of +/- 6 seconds.
 PP3485
 PP3485.The orthometric height was determined by differential leveling
 PP3485.and adjusted by the National Geodetic Survey in June 1995..
 PP3485
 PP3485.The geoid height was determined by GEOID03.
 PP3485
 PP3485.The dynamic height is computed by dividing the NAVD 88
 PP3485.geopotential number by the normal gravity value computed on the
 PP3485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3485.degrees latitude (g = 980.6199 gals.).
 PP3485
 PP3485.The modeled gravity was interpolated from observed gravity values.
 PP3485
 PP3485;                    North         East    Units  Estimated Accuracy
 PP3485;SPC MN S     -   294,870.      890,860.      MT  (+/- 180 meters Scaled)
 PP3485
 PP3485                          SUPERSEDED SURVEY CONTROL
 PP3485
 PP3485.No superseded survey control is available for this station.
 PP3485
 PP3485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK116549(NAD 83)
 PP3485_MARKER: DB = BENCH MARK DISK
 PP3485_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3485_SP_SET: BRIDGE SIDEWALK
 PP3485_STAMPING: 8205 A 2 1970
 PP3485_MARK LOGO: MNHD  
 PP3485_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3485+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 PP3485
 PP3485  HISTORY     - Date     Condition        Report By
 PP3485  HISTORY     - 1970     MONUMENTED       MNHD
 PP3485  HISTORY     - 19880808 GOOD             MNDT
 PP3485  HISTORY     - 20051112 GOOD             USPSQD
 PP3485
 PP3485                          STATION DESCRIPTION
 PP3485
 PP3485'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3485'THE MARK IS LOCATED IN THE NORTH PART OF THE CITY OF HASTINGS, 0.85 MI
 PP3485'(1.37 KM) NORTH ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK
 PP3485'HIGHWAY 55 AT HASTINGS TO THE NORTHEAST CORNER OF THE EAST END OF THE
 PP3485'MAIN BRIDGE SPAN OF BRIDGE NUMBER 5895 (HIGHWAY 61 OVER THE
 PP3485'MISSISSIPPI RIVER) AND IN THE SE 1/4 OF SECTION 7, T26N, R29W.  THE
 PP3485'MARK IS 19.7 FT (6.0 M) EAST OF AND ABOUT 0.5 FT (0.2 M) ABOVE THE
 PP3485'NORTHBOUND CENTERLINE OF HIGHWAY 61 AT MILEPOINT 117.7.  THE MARK, A
 PP3485'STANDARD MNHD BENCH MARK DISK STAMPED---8205 A 2 1970---, IS SET IN
 PP3485'THE EAST BRIDGE SIDEWALK AT THE NORTH END OF THE MAIN BRIDGE SPAN.
 PP3485
 PP3485                          STATION RECOVERY (2005)
 PP3485
 PP3485'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP3485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0503 ***********************************************************************
 PP0503  DESIGNATION -  8205 B
 PP0503  PID         -  PP0503
 PP0503  STATE/COUNTY-  MN/WASHINGTON
 PP0503  USGS QUAD   -  PRESCOTT (1993)
 PP0503
 PP0503                         *CURRENT SURVEY CONTROL
 PP0503  ___________________________________________________________________
 PP0503* NAD 83(1986)-  44 45 50.     (N)    092 51 22.     (W)     SCALED    
 PP0503* NAVD 88     -       259.009  (meters)     849.77   (feet)  ADJUSTED  
 PP0503  ___________________________________________________________________
 PP0503  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 PP0503  DYNAMIC HT  -         258.984 (meters)     849.68  (feet)  COMP
 PP0503  MODELED GRAV-     980,512.4   (mgal)                       NAVD 88
 PP0503
 PP0503  VERT ORDER  -  FIRST     CLASS I
 PP0503
 PP0503.The horizontal coordinates were scaled from a topographic map and have
 PP0503.an estimated accuracy of +/- 6 seconds.
 PP0503
 PP0503.The orthometric height was determined by differential leveling
 PP0503.and adjusted by the National Geodetic Survey in June 1991..
 PP0503
 PP0503.The geoid height was determined by GEOID03.
 PP0503
 PP0503.The dynamic height is computed by dividing the NAVD 88
 PP0503.geopotential number by the normal gravity value computed on the
 PP0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0503.degrees latitude (g = 980.6199 gals.).
 PP0503
 PP0503.The modeled gravity was interpolated from observed gravity values.
 PP0503
 PP0503;                    North         East    Units  Estimated Accuracy
 PP0503;SPC MN S     -   296,620.      890,550.      MT  (+/- 180 meters Scaled)
 PP0503
 PP0503                          SUPERSEDED SURVEY CONTROL
 PP0503
 PP0503  NGVD 29 (??/??/92)  258.963  (m)          849.61   (f) ADJ UNCH    1 1
 PP0503
 PP0503.Superseded values are not recommended for survey control.
 PP0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0503.See file dsdata.txt to determine how the superseded data were derived.
 PP0503
 PP0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK113567(NAD 83)
 PP0503_MARKER: DB = BENCH MARK DISK
 PP0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0503_SP_SET: CONCRETE POST
 PP0503_STAMPING: 8205 B 1970
 PP0503_MARK LOGO: MNHD  
 PP0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0503+STABILITY: SURFACE MOTION
 PP0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0503+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 PP0503
 PP0503  HISTORY     - Date     Condition        Report By
 PP0503  HISTORY     - 1970     MONUMENTED       MNHD
 PP0503  HISTORY     - 19880808 GOOD             MNDT
 PP0503  HISTORY     - 20051112 GOOD             USPSQD
 PP0503
 PP0503                          STATION DESCRIPTION
 PP0503
 PP0503'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0503'1.5 MI N FROM HASTINGS.
 PP0503'ABOUT 1.5 MILE NORTH ALONG U.S. HIGHWAY 61 FROM THE DAKOTA COUNTY
 PP0503'COURTHOUSE AT HASTINGS, NEAR THE JUNCTION OF THE HIGHWAY AND U.S.
 PP0503'HIGHWAY 10 WHICH LEADS EAST, 35 FEET SOUTHWEST OF THE CENTER LINE OF
 PP0503'THE SOUTHWEST LANES OF U.S. HIGHWAY 61, 315 FEET SOUTHEAST OF THE
 PP0503'EXTENDED CENTER LINE OF U.S. HIGHWAY 10, 99.5 FEET EAST OF A POWER
 PP0503'POLE, 86 FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD WHICH
 PP0503'LEADS SOUTHEAST TO A FARMHOUSE, 1.7 FEET NORTHEAST OF A METAL WITNESS
 PP0503'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 PP0503'OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 PP0503'SECTION 6, T 26N, R 20W.
 PP0503
 PP0503                          STATION RECOVERY (1988)
 PP0503
 PP0503'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP0503'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTH OF THE CITY OF
 PP0503'HASTINGS, 1.5 MI (2.4 KM) NORTH ALONG TRUNK HIGHWAY 61 FROM THE
 PP0503'DAKOTA COUNTY COURTHOUSE IN HASTINGS, IN THE SW 1/4 OF SECTION 6,
 PP0503'T26N, R20W.  THE MARK IS 35 FT (10.7 M) SOUTHWEST OF AND ABOUT 3 FT
 PP0503'(0.9 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 61 AT MILEPOINT 118.85,
 PP0503'86 FT (26.2 M) NORTHEAST OF THE CENTERLINE OF A ROAD, 99.4 FT
 PP0503'(30.3 M) SOUTHEAST OF A TELEPHONE CABLE POLE (NUMBERED 91000-5), 15.5
 PP0503'FT (4.7 M) NORTHEAST OF A FENCE LINE, AND 1.7 FT (0.5 M) NORTHEAST OF
 PP0503'A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 PP0503'STAMPED---8205 B 1970---, IS SET IN THE TOP OF A PRECAST (MAGNETIC)
 PP0503'CONCRETE POST AND IS BURIED 3 INCHES BELOW THE SURFACE OF THE GROUND.
 PP0503
 PP0503                          STATION RECOVERY (2005)
 PP0503
 PP0503'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP0503'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. MARK IS 27 FT. S
 PP0503'OF A SPEED LIMIT SIGN 60 MPH AND 20 FT.SW OF THE CENTER LINE OF TH 61.
 PP0503' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0505 ***********************************************************************
 PP0505  DESIGNATION -  8205 C
 PP0505  PID         -  PP0505
 PP0505  STATE/COUNTY-  MN/WASHINGTON
 PP0505  USGS QUAD   -  PRESCOTT (1993)
 PP0505
 PP0505                         *CURRENT SURVEY CONTROL
 PP0505  ___________________________________________________________________
 PP0505* NAD 83(1986)-  44 46 12.     (N)    092 51 45.     (W)     SCALED    
 PP0505* NAVD 88     -       265.834  (meters)     872.16   (feet)  ADJUSTED  
 PP0505  ___________________________________________________________________
 PP0505  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 PP0505  DYNAMIC HT  -         265.809 (meters)     872.08  (feet)  COMP
 PP0505  MODELED GRAV-     980,515.4   (mgal)                       NAVD 88
 PP0505
 PP0505  VERT ORDER  -  FIRST     CLASS I
 PP0505
 PP0505.The horizontal coordinates were scaled from a topographic map and have
 PP0505.an estimated accuracy of +/- 6 seconds.
 PP0505
 PP0505.The orthometric height was determined by differential leveling
 PP0505.and adjusted by the National Geodetic Survey in June 1991..
 PP0505
 PP0505.The geoid height was determined by GEOID03.
 PP0505
 PP0505.The dynamic height is computed by dividing the NAVD 88
 PP0505.geopotential number by the normal gravity value computed on the
 PP0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0505.degrees latitude (g = 980.6199 gals.).
 PP0505
 PP0505.The modeled gravity was interpolated from observed gravity values.
 PP0505
 PP0505;                    North         East    Units  Estimated Accuracy
 PP0505;SPC MN S     -   297,300.      890,040.      MT  (+/- 180 meters Scaled)
 PP0505
 PP0505                          SUPERSEDED SURVEY CONTROL
 PP0505
 PP0505  NGVD 29 (??/??/92)  265.787  (m)          872.00   (f) ADJ UNCH    1 1
 PP0505
 PP0505.Superseded values are not recommended for survey control.
 PP0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0505.See file dsdata.txt to determine how the superseded data were derived.
 PP0505
 PP0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK108574(NAD 83)
 PP0505_MARKER: DB = BENCH MARK DISK
 PP0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0505_SP_SET: CONCRETE POST
 PP0505_STAMPING: 8205 C 1970
 PP0505_MARK LOGO: MNHD  
 PP0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0505+STABILITY: SURFACE MOTION
 PP0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0505+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 PP0505
 PP0505  HISTORY     - Date     Condition        Report By
 PP0505  HISTORY     - 1970     MONUMENTED       MNHD
 PP0505  HISTORY     - 1975     GOOD             MNDT
 PP0505  HISTORY     - 19880808 GOOD             MNDT
 PP0505  HISTORY     - 20051112 GOOD             USPSQD
 PP0505
 PP0505                          STATION DESCRIPTION
 PP0505
 PP0505'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0505'2.05 MI N FROM HASTINGS.
 PP0505'ABOUT 1.6 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE DAKOTA COUNTY
 PP0505'COURTHOUSE AT HASTINGS, THENCE 0.45 MILE NORTH ALONG U.S. HIGHWAYS 10
 PP0505'AND 61, 0.45 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 61 AND U.S.
 PP0505'HIGHWAY 10, 63 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 PP0505'LANES OF THE HIGHWAY, 48 FEET NORTHEAST OF THE CENTER LINE OF A
 PP0505'GRAVELED ROAD WHICH LEADS SOUTH, 41 FEET NORTH OF THE CENTER LINE OF A
 PP0505'GRAVELED ROAD WHICH LEADS TO A SAND PILE OWNED BY THE MINNESOTA STATE
 PP0505'HIGHWAY DEPARTMENT, 1.6 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 PP0505'4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 PP0505'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.  SECTION
 PP0505'6, T 26N, R 20W.
 PP0505
 PP0505                          STATION RECOVERY (1975)
 PP0505
 PP0505'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 PP0505'IT IS LOCATED 0.45 MILE NORTHWEST ALONG TRUNK HIGHWAYS 10 AND 61 FROM
 PP0505'THE JUNCTION OF TRUNK HIGHWAYS 10 AND 61, 1.6 MILES NORTH OF COURT
 PP0505'HOUSE IN HASTINGS AND 0.6 MILE SOUTH ALONG TRUNK HIGHWAYS 10 AND 61
 PP0505'FROM THE JUNCTION OF TRUNK HIGHWAYS 10, 61 AND 95 AT THE SOUTHEAST
 PP0505'CORNER OF COTTAGE GROVE. IT IS AT TRUNK HIGHWAY 61 MILEPOINT 119.5
 PP0505'AND IS AT THE NORTH END OF A MAINTENANCE STORAGE YARD. IT IS 63.4 FT.
 PP0505'WEST OF AND ABOUT 5 FEET LOWER THAN THE SOUTHBOUND CENTERLINE OF
 PP0505'TRUNK HIGHWAYS 10 AND 61 AT ENGINEERS STATION 279+85, 48.2 FEET EAST
 PP0505'OF THE CENTER OF A TOWNSHIP ROAD AND 41.1 FT. SOUTHEAST OF A 4 INCH
 PP0505'ELM TREE. IT IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH
 PP0505'WITH THE SURFACE OF THE GROUND AND IS 1.5 FEET EAST OF A STEEL
 PP0505'WITNESS POST.
 PP0505
 PP0505                          STATION RECOVERY (1988)
 PP0505
 PP0505'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP0505'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTH OF THE CITY OF
 PP0505'HASTINGS, 2.05 MI (3.30 KM) NORTH ALONG TRUNK HIGHWAY 61 FROM THE
 PP0505'DAKOTA COUNTY COURTHOUSE IN HASTINGS, NEAR THE JUNCTION OF HIGHWAY 61
 PP0505'AND TRUNK HIGHWAY 10 NORTH OF HASTINGS, NEAR THE NORTH END OF A STOCK
 PP0505'PILE AREA, AND IN THE SW 1/4 OF SECTION 6, T26N, R20W.  THE MARK IS
 PP0505'63.0 FT (19.2 M) SOUTHWEST OF AND 4 FT (1.2 M) LOWER THAN THE
 PP0505'CENTERLINE OF HIGHWAY 61 AT MILEPOINT 119.4, 46.0 FT (14.0 M) EAST OF
 PP0505'THE CENTER OF A NORTH-SOUTH GRAVEL ROAD, 41.2 FT (12.6 M) SOUTHEAST
 PP0505'OF A 10 INCH ELM TREE, 32.3 FT (9.8 M) EAST-SOUTHEAST OF A STEEL POST
 PP0505'(TELEPHONE MARKER), AND 1.3 FT (0.4 M) EAST-NORTHEAST OF A STEEL
 PP0505'WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 PP0505'STAMPED---8205 C 1970---, IS SET IN THE TOP OF A PRECAST (MAGNETIC)
 PP0505'CONCRETE POST AND BURIED 3 INCHES BELOW THE SURFACE OF THE GROUND.
 PP0505
 PP0505                          STATION RECOVERY (2005)
 PP0505
 PP0505'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP0505'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. MARK IS 78 FT. WNW
 PP0505'OF THE NW LEG OF A THREE LEGGED SEMIPHOR AHEAD WARNING SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0659 ***********************************************************************
 PP0659  DESIGNATION -  8205 D
 PP0659  PID         -  PP0659
 PP0659  STATE/COUNTY-  MN/WASHINGTON
 PP0659  USGS QUAD   -  PRESCOTT (1993)
 PP0659
 PP0659                         *CURRENT SURVEY CONTROL
 PP0659  ___________________________________________________________________
 PP0659* NAD 83(1986)-  44 46 37.     (N)    092 51 45.     (W)     SCALED    
 PP0659* NAVD 88     -       271.632  (meters)     891.18   (feet)  ADJUSTED  
 PP0659  ___________________________________________________________________
 PP0659  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 PP0659  DYNAMIC HT  -         271.606 (meters)     891.09  (feet)  COMP
 PP0659  MODELED GRAV-     980,517.2   (mgal)                       NAVD 88
 PP0659
 PP0659  VERT ORDER  -  FIRST     CLASS I
 PP0659
 PP0659.The horizontal coordinates were scaled from a topographic map and have
 PP0659.an estimated accuracy of +/- 6 seconds.
 PP0659
 PP0659.The orthometric height was determined by differential leveling
 PP0659.and adjusted by the National Geodetic Survey in June 1991..
 PP0659
 PP0659.The geoid height was determined by GEOID03.
 PP0659
 PP0659.The dynamic height is computed by dividing the NAVD 88
 PP0659.geopotential number by the normal gravity value computed on the
 PP0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0659.degrees latitude (g = 980.6199 gals.).
 PP0659
 PP0659.The modeled gravity was interpolated from observed gravity values.
 PP0659
 PP0659;                    North         East    Units  Estimated Accuracy
 PP0659;SPC MN S     -   298,070.      890,030.      MT  (+/- 180 meters Scaled)
 PP0659
 PP0659                          SUPERSEDED SURVEY CONTROL
 PP0659
 PP0659  NGVD 29 (??/??/92)  271.585  (m)          891.03   (f) ADJ UNCH    1 1
 PP0659
 PP0659.Superseded values are not recommended for survey control.
 PP0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0659.See file dsdata.txt to determine how the superseded data were derived.
 PP0659
 PP0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK108581(NAD 83)
 PP0659_MARKER: DD = SURVEY DISK
 PP0659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0659_SP_SET: MONUMENT
 PP0659_STAMPING: 8205 D 1970
 PP0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0659
 PP0659  HISTORY     - Date     Condition        Report By
 PP0659  HISTORY     - 1970     MONUMENTED       MNDT
 PP0659  HISTORY     - 1975     GOOD             MNDT
 PP0659  HISTORY     - 19961207 GOOD             USPSQD
 PP0659  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 PP0659
 PP0659                          STATION DESCRIPTION
 PP0659
 PP0659'DESCRIBED BY MN DEPT OF TRANSP 1975
 PP0659'IN COTTAGE GROVE.
 PP0659'IT IS LOCATED ABOUT 400 FEET SOUTHEAST OF THE JUNCTION OF TRUNK
 PP0659'HIGHWAYS 10, 61 AND 95 AT THE SOUTHEAST CORNER OF COTTAGE GROVE AT
 PP0659'TRUNK HIGHWAY 61 MILEPOINT 119.9.  IT IS 137.9 FEET EAST OF AND ABOUT
 PP0659'LEVEL WITH THE CENTERLINE OF THE NORTH-BOUND LANE OF TRUNK HIGHWAY 10
 PP0659'AND 61, 38.2 FEET SOUTH OF POWER POLE NUMBER 62, 17.2 FEET NORTH OF A
 PP0659'BITUMINOUS PARKING LOT (SCHINEIDER MOTOR AND IMPLEMENT) AND IS 35.1
 PP0659'FEET SOUTHWEST OF A GAS VENT.  IT IS SET IN THE TOP OF A 6 FT. LONG
 PP0659'PRECAST CONCRETE MONUMENT (MAGNETIC) THAT IS FLUSH WITH THE SURFACE OF
 PP0659'THE GROUND AND IS 1.2 FEET WEST OF A STEEL WITNESS POST.  CORNER OF SW
 PP0659'1/4, SEC 31, T 27N, R 20W.
 PP0659
 PP0659                          STATION RECOVERY (1996)
 PP0659
 PP0659'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP0659'RECOVERED IN GOOD CONDITION.
 PP0659
 PP0659                          STATION RECOVERY (2005)
 PP0659
 PP0659'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP0659'MARK NOT FOUND, WITNESS POST MISSING. SCHINEIDER MOTOR AND IMPLEMENT
 PP0659'GONE. BURIED CABLE AND BURIED PIPE LINE IN AREA. NATURAL GAS VENTING
 PP0659'SYSTEM PRESENT, BUT UNABLE TO FIND CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0510 ***********************************************************************
 PP0510  DESIGNATION -  8205 E
 PP0510  PID         -  PP0510
 PP0510  STATE/COUNTY-  MN/WASHINGTON
 PP0510  USGS QUAD   -  PRESCOTT (1993)
 PP0510
 PP0510                         *CURRENT SURVEY CONTROL
 PP0510  ___________________________________________________________________
 PP0510* NAD 83(1986)-  44 46 54.     (N)    092 52 14.     (W)     SCALED    
 PP0510* NAVD 88     -       263.140  (meters)     863.32   (feet)  ADJUSTED  
 PP0510  ___________________________________________________________________
 PP0510  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 PP0510  DYNAMIC HT  -         263.116 (meters)     863.24  (feet)  COMP
 PP0510  MODELED GRAV-     980,520.4   (mgal)                       NAVD 88
 PP0510
 PP0510  VERT ORDER  -  FIRST     CLASS I
 PP0510
 PP0510.The horizontal coordinates were scaled from a topographic map and have
 PP0510.an estimated accuracy of +/- 6 seconds.
 PP0510
 PP0510.The orthometric height was determined by differential leveling
 PP0510.and adjusted by the National Geodetic Survey in June 1991..
 PP0510
 PP0510.The geoid height was determined by GEOID03.
 PP0510
 PP0510.The dynamic height is computed by dividing the NAVD 88
 PP0510.geopotential number by the normal gravity value computed on the
 PP0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0510.degrees latitude (g = 980.6199 gals.).
 PP0510
 PP0510.The modeled gravity was interpolated from observed gravity values.
 PP0510
 PP0510;                    North         East    Units  Estimated Accuracy
 PP0510;SPC MN S     -   298,580.      889,380.      MT  (+/- 180 meters Scaled)
 PP0510
 PP0510                          SUPERSEDED SURVEY CONTROL
 PP0510
 PP0510  NGVD 29 (??/??/92)  263.093  (m)          863.16   (f) ADJ UNCH    1 1
 PP0510
 PP0510.Superseded values are not recommended for survey control.
 PP0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0510.See file dsdata.txt to determine how the superseded data were derived.
 PP0510
 PP0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK102587(NAD 83)
 PP0510_MARKER: DD = SURVEY DISK
 PP0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0510_SP_SET: CULVERT
 PP0510_STAMPING: 8205 E 1970
 PP0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0510
 PP0510  HISTORY     - Date     Condition        Report By
 PP0510  HISTORY     - 1970     MONUMENTED       MNDT
 PP0510
 PP0510                          STATION DESCRIPTION
 PP0510
 PP0510'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0510'3.0 MI NW FROM HASTINGS.
 PP0510'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 61 FROM THE DAKOTA COUNTY
 PP0510'COURTHOUSE AT HASTINGS, THENCE 2.0 MILES NORTHWEST ALONG U.S. HIGHWAYS
 PP0510'10 AND 61, 0.15 MILE NORTHWEST OF THE ERICKSON FURNITURE STORE, 28
 PP0510'FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANES OF THE
 PP0510'HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 PP0510'HEADWALL OF A 4- X 6-FOOT CONCRETE BOX CULVERT, 2.2 FEET NORTH OF A
 PP0510'METAL WITNESS POST, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 PP0510'SECTION 36, T 27N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0511 ***********************************************************************
 PP0511  DESIGNATION -  8205 F
 PP0511  PID         -  PP0511
 PP0511  STATE/COUNTY-  MN/WASHINGTON
 PP0511  USGS QUAD   -  PRESCOTT (1993)
 PP0511
 PP0511                         *CURRENT SURVEY CONTROL
 PP0511  ___________________________________________________________________
 PP0511* NAD 83(1986)-  44 47 00.     (N)    092 52 25.     (W)     SCALED    
 PP0511* NAVD 88     -       259.197  (meters)     850.38   (feet)  ADJUSTED  
 PP0511  ___________________________________________________________________
 PP0511  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 PP0511  DYNAMIC HT  -         259.174 (meters)     850.31  (feet)  COMP
 PP0511  MODELED GRAV-     980,521.5   (mgal)                       NAVD 88
 PP0511
 PP0511  VERT ORDER  -  FIRST     CLASS I
 PP0511
 PP0511.The horizontal coordinates were scaled from a topographic map and have
 PP0511.an estimated accuracy of +/- 6 seconds.
 PP0511
 PP0511.The orthometric height was determined by differential leveling
 PP0511.and adjusted by the National Geodetic Survey in June 1991..
 PP0511
 PP0511.The geoid height was determined by GEOID03.
 PP0511
 PP0511.The dynamic height is computed by dividing the NAVD 88
 PP0511.geopotential number by the normal gravity value computed on the
 PP0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0511.degrees latitude (g = 980.6199 gals.).
 PP0511
 PP0511.The modeled gravity was interpolated from observed gravity values.
 PP0511
 PP0511;                    North         East    Units  Estimated Accuracy
 PP0511;SPC MN S     -   298,760.      889,140.      MT  (+/- 180 meters Scaled)
 PP0511
 PP0511                          SUPERSEDED SURVEY CONTROL
 PP0511
 PP0511  NGVD 29 (??/??/92)  259.152  (m)          850.23   (f) ADJ UNCH    1 1
 PP0511
 PP0511.Superseded values are not recommended for survey control.
 PP0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0511.See file dsdata.txt to determine how the superseded data were derived.
 PP0511
 PP0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK099588(NAD 83)
 PP0511_MARKER: DD = SURVEY DISK
 PP0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0511_SP_SET: CULVERT
 PP0511_STAMPING: 8205 F 1970
 PP0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0511
 PP0511  HISTORY     - Date     Condition        Report By
 PP0511  HISTORY     - 1970     MONUMENTED       MNDT
 PP0511  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 PP0511
 PP0511                          STATION DESCRIPTION
 PP0511
 PP0511'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0511'3.25 MI NW FROM HASTINGS.
 PP0511'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 61 FROM THE DAKOTA COUNTY
 PP0511'COURTHOUSE AT HASTINGS, THENCE 2.25 MILES NORTHWEST ALONG U.S.
 PP0511'HIGHWAYS 10 AND 61, 54 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PP0511'SOUTHWEST LANES OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST
 PP0511'CONCRETE WING WALL OF THE SOUTHWEST CONCRETE HEADWALL OF A 10- X
 PP0511'6-FOOT CONCRETE BOX CULVERT, 2.2 FEET SOUTHWEST OF A METAL WITNESS
 PP0511'POST, AND ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION 36, T
 PP0511'27N, R 21W.
 PP0511
 PP0511                          STATION RECOVERY (2005)
 PP0511
 PP0511'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP0511'MARK NOT FOUND, PRESUMED DESTROYED, BOX CULVERT HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0512 ***********************************************************************
 PP0512  DESIGNATION -  8205 G
 PP0512  PID         -  PP0512
 PP0512  STATE/COUNTY-  MN/WASHINGTON
 PP0512  USGS QUAD   -  ST PAUL PARK (1993)
 PP0512
 PP0512                         *CURRENT SURVEY CONTROL
 PP0512  ___________________________________________________________________
 PP0512* NAD 83(1986)-  44 47 09.     (N)    092 52 42.     (W)     SCALED    
 PP0512* NAVD 88     -       270.692  (meters)     888.10   (feet)  ADJUSTED  
 PP0512  ___________________________________________________________________
 PP0512  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 PP0512  DYNAMIC HT  -         270.669 (meters)     888.02  (feet)  COMP
 PP0512  MODELED GRAV-     980,523.4   (mgal)                       NAVD 88
 PP0512
 PP0512  VERT ORDER  -  FIRST     CLASS I
 PP0512
 PP0512.The horizontal coordinates were scaled from a topographic map and have
 PP0512.an estimated accuracy of +/- 6 seconds.
 PP0512
 PP0512.The orthometric height was determined by differential leveling
 PP0512.and adjusted by the National Geodetic Survey in June 1991..
 PP0512
 PP0512.The geoid height was determined by GEOID03.
 PP0512
 PP0512.The dynamic height is computed by dividing the NAVD 88
 PP0512.geopotential number by the normal gravity value computed on the
 PP0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0512.degrees latitude (g = 980.6199 gals.).
 PP0512
 PP0512.The modeled gravity was interpolated from observed gravity values.
 PP0512
 PP0512;                    North         East    Units  Estimated Accuracy
 PP0512;SPC MN S     -   299,040.      888,760.      MT  (+/- 180 meters Scaled)
 PP0512
 PP0512                          SUPERSEDED SURVEY CONTROL
 PP0512
 PP0512  NGVD 29 (??/??/92)  270.646  (m)          887.94   (f) ADJ UNCH    1 1
 PP0512
 PP0512.Superseded values are not recommended for survey control.
 PP0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0512.See file dsdata.txt to determine how the superseded data were derived.
 PP0512
 PP0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK096591(NAD 83)
 PP0512_MARKER: DD = SURVEY DISK
 PP0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0512_STAMPING: 8205 G 1970
 PP0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0512+STABILITY: SURFACE MOTION
 PP0512
 PP0512  HISTORY     - Date     Condition        Report By
 PP0512  HISTORY     - 1970     MONUMENTED       MNDT
 PP0512  HISTORY     - 19950926 GOOD             USPSQD
 PP0512  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 PP0512
 PP0512                          STATION DESCRIPTION
 PP0512
 PP0512'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0512'3.5 MI NW FROM HASTINGS.
 PP0512'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 61 FROM THE DAKOTA COUNTY
 PP0512'COURTHOUSE AT HASTINGS, THENCE 2.5 MILES NORTHWEST ALONG U.S. HIGHWAYS
 PP0512'10 AND 61, 71 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANES
 PP0512'OF THE HIGHWAY, 105.8 FEET NORTHWEST AND ACROSS A PRIVATE DRIVEWAY
 PP0512'FROM THE MORE NORTHEASTERLY OF TWO POWER POLES, 24 FEET WEST OF THE
 PP0512'CENTER LINE OF THE DRIVEWAY, 30 FEET NORTH OF A CORNER FENCE POST, 1.4
 PP0512'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 PP0512'OF THE HIGHWAY, AND SET IN THE TOP OF A PRECAST CONCRETE POST WHICH IS
 PP0512'LEVEL WITH THE SURFACE OF THE GROUND. SECTION 36, T 27N, R 21W.
 PP0512
 PP0512                          STATION RECOVERY (1995)
 PP0512
 PP0512'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP0512'RECOVERED IN GOOD CONDITION.
 PP0512
 PP0512                          STATION RECOVERY (2005)
 PP0512
 PP0512'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP0512'MARK NOT FOUND, NURSERY SUPPLIES MAY BE COVERING THE MARK. WITNESS
 PP0512'POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0514 ***********************************************************************
 PP0514  DESIGNATION -  8205 H
 PP0514  PID         -  PP0514
 PP0514  STATE/COUNTY-  MN/WASHINGTON
 PP0514  USGS QUAD   -  ST PAUL PARK (1993)
 PP0514
 PP0514                         *CURRENT SURVEY CONTROL
 PP0514  ___________________________________________________________________
 PP0514* NAD 83(1986)-  44 47 23.     (N)    092 53 02.     (W)     SCALED    
 PP0514* NAVD 88     -       270.264  (meters)     886.69   (feet)  ADJUSTED  
 PP0514  ___________________________________________________________________
 PP0514  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 PP0514  DYNAMIC HT  -         270.241 (meters)     886.62  (feet)  COMP
 PP0514  MODELED GRAV-     980,525.7   (mgal)                       NAVD 88
 PP0514
 PP0514  VERT ORDER  -  FIRST     CLASS I
 PP0514
 PP0514.The horizontal coordinates were scaled from a topographic map and have
 PP0514.an estimated accuracy of +/- 6 seconds.
 PP0514
 PP0514.The orthometric height was determined by differential leveling
 PP0514.and adjusted by the National Geodetic Survey in June 1991..
 PP0514
 PP0514.The geoid height was determined by GEOID03.
 PP0514
 PP0514.The dynamic height is computed by dividing the NAVD 88
 PP0514.geopotential number by the normal gravity value computed on the
 PP0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0514.degrees latitude (g = 980.6199 gals.).
 PP0514
 PP0514.The modeled gravity was interpolated from observed gravity values.
 PP0514
 PP0514;                    North         East    Units  Estimated Accuracy
 PP0514;SPC MN S     -   299,460.      888,320.      MT  (+/- 180 meters Scaled)
 PP0514
 PP0514                          SUPERSEDED SURVEY CONTROL
 PP0514
 PP0514  NGVD 29 (??/??/92)  270.219  (m)          886.54   (f) ADJ UNCH    1 1
 PP0514
 PP0514.Superseded values are not recommended for survey control.
 PP0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0514.See file dsdata.txt to determine how the superseded data were derived.
 PP0514
 PP0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK091595(NAD 83)
 PP0514_MARKER: DD = SURVEY DISK
 PP0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0514_STAMPING: 8205 H 1970
 PP0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0514+STABILITY: SURFACE MOTION
 PP0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0514+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 PP0514
 PP0514  HISTORY     - Date     Condition        Report By
 PP0514  HISTORY     - 1970     MONUMENTED       MNDT
 PP0514  HISTORY     - 198805   GOOD             USPSQD
 PP0514  HISTORY     - 19950926 GOOD             USPSQD
 PP0514  HISTORY     - 20051112 GOOD             USPSQD
 PP0514
 PP0514                          STATION DESCRIPTION
 PP0514
 PP0514'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0514'3.95 MI NW FROM HASTINGS.
 PP0514'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 61 FROM THE DAKOTA COUNTY
 PP0514'COURTHOUSE AT HASTINGS, THENCE 2.95 MILES NORTHWEST ALONG U.S.
 PP0514'HIGHWAYS 10 AND 61, 70.4 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PP0514'SOUTHWEST LANES OF THE HIGHWAY, 89.7 FEET NORTHWEST OF A POWER POLE
 PP0514'WHICH IS BRACED BY 4 GUY WIRES, 25.7 FEET NORTHWEST OF THE BASE OF A
 PP0514'GUY WIRE, 59.7 FEET NORTHWEST OF BENCH MARK F 250, 1.5 FEET NORTHEAST
 PP0514'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 PP0514'AND SET IN THE TOP OF A PRECAST CONCRETE POST WHICH IS LEVEL WITH THE
 PP0514'SURFACE OF THE GROUND.  SECTION 26-35, T 27N, R 21W.  NOTE-- THIS MARK
 PP0514'IS ALSO 5.1 MILES SOUTHEAST ALONG U.S. HIGHWAYS 10 AND 61 FROM THE
 PP0514'INTERSECTION OF BELDON BOULEVARD AT COTTAGE GROVE.  SECTION 26-35, T
 PP0514'27N, R 21W.
 PP0514
 PP0514                          STATION RECOVERY (1988)
 PP0514
 PP0514'RECOVERY NOTE BY US POWER SQUADRON 1988 (SN)
 PP0514'RECOVERED IN GOOD CONDITION.
 PP0514
 PP0514                          STATION RECOVERY (1995)
 PP0514
 PP0514'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP0514'RECOVERED IN GOOD CONDITION.
 PP0514
 PP0514                          STATION RECOVERY (2005)
 PP0514
 PP0514'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP0514'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION. MARK IS ABOUT
 PP0514'240FT. NW OF THE ENTRANCE TO RIVER OAKS GOLF COURSE, AND 59.7 FT NW OF
 PP0514'F 250, PID NUMBER PP0513.
 PP0514' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0515 ***********************************************************************
 PP0515  DESIGNATION -  8205 I
 PP0515  PID         -  PP0515
 PP0515  STATE/COUNTY-  MN/WASHINGTON
 PP0515  USGS QUAD   -  ST PAUL PARK (1993)
 PP0515
 PP0515                         *CURRENT SURVEY CONTROL
 PP0515  ___________________________________________________________________
 PP0515* NAD 83(1986)-  44 47 46.     (N)    092 53 38.     (W)     SCALED    
 PP0515* NAVD 88     -       261.220  (meters)     857.02   (feet)  ADJUSTED  
 PP0515  ___________________________________________________________________
 PP0515  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 PP0515  DYNAMIC HT  -         261.199 (meters)     856.95  (feet)  COMP
 PP0515  MODELED GRAV-     980,530.0   (mgal)                       NAVD 88
 PP0515
 PP0515  VERT ORDER  -  FIRST     CLASS I
 PP0515
 PP0515.The horizontal coordinates were scaled from a topographic map and have
 PP0515.an estimated accuracy of +/- 6 seconds.
 PP0515
 PP0515.The orthometric height was determined by differential leveling
 PP0515.and adjusted by the National Geodetic Survey in June 1991..
 PP0515
 PP0515.The geoid height was determined by GEOID03.
 PP0515
 PP0515.The dynamic height is computed by dividing the NAVD 88
 PP0515.geopotential number by the normal gravity value computed on the
 PP0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0515.degrees latitude (g = 980.6199 gals.).
 PP0515
 PP0515.The modeled gravity was interpolated from observed gravity values.
 PP0515
 PP0515;                    North         East    Units  Estimated Accuracy
 PP0515;SPC MN S     -   300,160.      887,510.      MT  (+/- 180 meters Scaled)
 PP0515
 PP0515                          SUPERSEDED SURVEY CONTROL
 PP0515
 PP0515  NGVD 29 (??/??/92)  261.175  (m)          856.87   (f) ADJ UNCH    1 1
 PP0515
 PP0515.Superseded values are not recommended for survey control.
 PP0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0515.See file dsdata.txt to determine how the superseded data were derived.
 PP0515
 PP0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK083603(NAD 83)
 PP0515_MARKER: DD = SURVEY DISK
 PP0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0515_SP_SET: CULVERT
 PP0515_STAMPING: 8205 I 1970
 PP0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0515
 PP0515  HISTORY     - Date     Condition        Report By
 PP0515  HISTORY     - 1970     MONUMENTED       MNDT
 PP0515  HISTORY     - 198805   GOOD             USPSQD
 PP0515  HISTORY     - 19950926 GOOD             USPSQD
 PP0515  HISTORY     - 20051112 GOOD             USPSQD
 PP0515
 PP0515                          STATION DESCRIPTION
 PP0515
 PP0515'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0515'4.45 MI SE FROM COTTAGE GROVE.
 PP0515'ABOUT 4.45 MILES SOUTHEAST ALONG U.S. HIGHWAYS 10 AND 61 FROM THE
 PP0515'INTERSECTION WITH BELDON BOULEVARD AT COTTAGE GROVE, 0.15 MILE
 PP0515'SOUTHEAST OF HIGHWAY MILEPOST 122, 104 FEET NORTHEAST OF THE CENTER
 PP0515'LINE OF THE NORTHEAST LANES OF THE HIGHWAY, 251 FEET NORTHWEST OF THE
 PP0515'CENTER LINE OF KIMBRO AVENUE, SET IN THE TOP OF THE SOUTHEAST END OF
 PP0515'THE SOUTHWEST CONCRETE HEADWALL OF A 4- X 6-FOOT CONCRETE BOX CULVERT
 PP0515'UNDER OLD U.S. HIGHWAYS 10 AND 61, 21 FEET SOUTHWEST OF THE CENTER
 PP0515'LINE OF THE OLD HIGHWAY WHICH IS PT. DOUGLAS DRIVE SOUTH, 1.4 FEET
 PP0515'WEST OF A METAL WITNESS POST, AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF
 PP0515'THE OLD HIGHWAY.  SECTION 26, T 27N, R 21W.  NOTE-- THIS MARK IS ALSO
 PP0515'1.0 MILE NORTH ALONG U.S. HIGHWAY 61 FROM THE DAKOTA COUNTY COURTHOUSE
 PP0515'AT HASTINGS, THENCE 3.6 MILES NORTHWEST ALONG U.S. HIGHWAYS 10 AND 61.
 PP0515
 PP0515                          STATION RECOVERY (1988)
 PP0515
 PP0515'RECOVERY NOTE BY US POWER SQUADRON 1988 (HJ)
 PP0515'RECOVERED IN GOOD CONDITION.
 PP0515
 PP0515                          STATION RECOVERY (1995)
 PP0515
 PP0515'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP0515'RECOVERED IN GOOD CONDITION.
 PP0515
 PP0515                          STATION RECOVERY (2005)
 PP0515
 PP0515'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0516 ***********************************************************************
 PP0516  DESIGNATION -  8205 J
 PP0516  PID         -  PP0516
 PP0516  STATE/COUNTY-  MN/WASHINGTON
 PP0516  USGS QUAD   -  ST PAUL PARK (1993)
 PP0516
 PP0516                         *CURRENT SURVEY CONTROL
 PP0516  ___________________________________________________________________
 PP0516* NAD 83(1986)-  44 47 58.     (N)    092 54 00.     (W)     SCALED    
 PP0516* NAVD 88     -       244.838  (meters)     803.27   (feet)  ADJUSTED  
 PP0516  ___________________________________________________________________
 PP0516  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 PP0516  DYNAMIC HT  -         244.818 (meters)     803.21  (feet)  COMP
 PP0516  MODELED GRAV-     980,532.4   (mgal)                       NAVD 88
 PP0516
 PP0516  VERT ORDER  -  FIRST     CLASS I
 PP0516
 PP0516.The horizontal coordinates were scaled from a topographic map and have
 PP0516.an estimated accuracy of +/- 6 seconds.
 PP0516
 PP0516.The orthometric height was determined by differential leveling
 PP0516.and adjusted by the National Geodetic Survey in June 1991..
 PP0516
 PP0516.The geoid height was determined by GEOID03.
 PP0516
 PP0516.The dynamic height is computed by dividing the NAVD 88
 PP0516.geopotential number by the normal gravity value computed on the
 PP0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0516.degrees latitude (g = 980.6199 gals.).
 PP0516
 PP0516.The modeled gravity was interpolated from observed gravity values.
 PP0516
 PP0516;                    North         East    Units  Estimated Accuracy
 PP0516;SPC MN S     -   300,530.      887,030.      MT  (+/- 180 meters Scaled)
 PP0516
 PP0516                          SUPERSEDED SURVEY CONTROL
 PP0516
 PP0516  NGVD 29 (??/??/92)  244.793  (m)          803.12   (f) ADJ UNCH    1 1
 PP0516
 PP0516.Superseded values are not recommended for survey control.
 PP0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0516.See file dsdata.txt to determine how the superseded data were derived.
 PP0516
 PP0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK079606(NAD 83)
 PP0516_MARKER: DD = SURVEY DISK
 PP0516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0516_SP_SET: RETAINING WALL
 PP0516_STAMPING: 8205 J 1970
 PP0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0516
 PP0516  HISTORY     - Date     Condition        Report By
 PP0516  HISTORY     - 1970     MONUMENTED       MNDT
 PP0516  HISTORY     - 198805   GOOD             USPSQD
 PP0516  HISTORY     - 19961207 GOOD             USPSQD
 PP0516  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 PP0516
 PP0516                          STATION DESCRIPTION
 PP0516
 PP0516'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0516'4.05 MI SE FROM COTTAGE GROVE.
 PP0516'ABOUT 4.05 MILES SOUTHEAST ALONG U.S. HIGHWAYS 10 AND 61 FROM THE
 PP0516'INTERSECTION WITH BELDON BOULEVARD AT COTTAGE GROVE, 0.25 MILE
 PP0516'NORTHWEST OF HIGHWAY MILEPOST 122, 153 FEET NORTHEAST OF THE CENTER
 PP0516'LINE OF THE NORTHEAST LANES OF THE HIGHWAY, 29 FEET NORTHEAST OF THE
 PP0516'CENTER LINE OF OLD U.S. HIGHWAYS 10 AND 61 WHICH IS PT. DOUGLAN DRIVE
 PP0516'SOUTH, SET IN THE TOP OF THE SOUTHEAST END OF A CONCRETE RETAINING
 PP0516'WALL ON THE NORTHEAST SIDE OF A DRAINAGE DITCH, 29 FEET SOUTHEAST OF
 PP0516'THE CENTER LINE OF A PRIVATE DRIVEWAY, 1.9 FEET SOUTHWEST OF A METAL
 PP0516'WITNESS POST, AND ABOUT LEVEL WITH THE OLD HIGHWAY AND THE DRIVEWAY.
 PP0516'SECTION 26, T 27N, R 21W.
 PP0516
 PP0516                          STATION RECOVERY (1988)
 PP0516
 PP0516'RECOVERY NOTE BY US POWER SQUADRON 1988 (HJ)
 PP0516'RECOVERED IN GOOD CONDITION.
 PP0516
 PP0516                          STATION RECOVERY (1996)
 PP0516
 PP0516'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP0516'RECOVERED IN GOOD CONDITION.
 PP0516
 PP0516                          STATION RECOVERY (2005)
 PP0516
 PP0516'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP0516'MARK NOT FOUND, WITNESS POST IS GONE. RETAINING WALL IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0518 ***********************************************************************
 PP0518  DESIGNATION -  8205 K
 PP0518  PID         -  PP0518
 PP0518  STATE/COUNTY-  MN/WASHINGTON
 PP0518  USGS QUAD   -  ST PAUL PARK (1993)
 PP0518
 PP0518                         *CURRENT SURVEY CONTROL
 PP0518  ___________________________________________________________________
 PP0518* NAD 83(1986)-  44 48 03.     (N)    092 54 17.     (W)     SCALED    
 PP0518* NAVD 88     -       247.624  (meters)     812.41   (feet)  ADJUSTED  
 PP0518  ___________________________________________________________________
 PP0518  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 PP0518  DYNAMIC HT  -         247.605 (meters)     812.35  (feet)  COMP
 PP0518  MODELED GRAV-     980,534.0   (mgal)                       NAVD 88
 PP0518
 PP0518  VERT ORDER  -  FIRST     CLASS I
 PP0518
 PP0518.The horizontal coordinates were scaled from a topographic map and have
 PP0518.an estimated accuracy of +/- 6 seconds.
 PP0518
 PP0518.The orthometric height was determined by differential leveling
 PP0518.and adjusted by the National Geodetic Survey in June 1991..
 PP0518
 PP0518.The geoid height was determined by GEOID03.
 PP0518
 PP0518.The dynamic height is computed by dividing the NAVD 88
 PP0518.geopotential number by the normal gravity value computed on the
 PP0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0518.degrees latitude (g = 980.6199 gals.).
 PP0518
 PP0518.The modeled gravity was interpolated from observed gravity values.
 PP0518
 PP0518;                    North         East    Units  Estimated Accuracy
 PP0518;SPC MN S     -   300,680.      886,650.      MT  (+/- 180 meters Scaled)
 PP0518
 PP0518                          SUPERSEDED SURVEY CONTROL
 PP0518
 PP0518  NGVD 29 (??/??/92)  247.580  (m)          812.27   (f) ADJ UNCH    1 1
 PP0518
 PP0518.Superseded values are not recommended for survey control.
 PP0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0518.See file dsdata.txt to determine how the superseded data were derived.
 PP0518
 PP0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK075608(NAD 83)
 PP0518_MARKER: DD = SURVEY DISK
 PP0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0518_STAMPING: 8205 K 1970
 PP0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0518+STABILITY: SURFACE MOTION
 PP0518
 PP0518  HISTORY     - Date     Condition        Report By
 PP0518  HISTORY     - 1970     MONUMENTED       MNDT
 PP0518  HISTORY     - 198805   GOOD             USPSQD
 PP0518  HISTORY     - 19961207 GOOD             USPSQD
 PP0518  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 PP0518
 PP0518                          STATION DESCRIPTION
 PP0518
 PP0518'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0518'3.8 MI SE FROM COTTAGE GROVE.
 PP0518'ABOUT 3.8 MILES SOUTHEAST ALONG U.S. HIGHWAYS 10 AND 61 FROM THE
 PP0518'INTERSECTION WITH BELDEN BOULEVARD AT COTTAGE GROVE, 0.5 MILE
 PP0518'SOUTHEAST OF THE HIGHWAY UNDERPASS FOR CHEMOLITE BOULEVARD, 94.5 FEET
 PP0518'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANES OF THE HIGHWAY,
 PP0518'301 FEET NORTHWEST OF THE CENTER LINE OF KEATS AVENUE WHICH LEADS
 PP0518'SOUTH, 67.5 FEET SOUTH OF THE NORTHWEST END OF AN 18-INCH METAL PIPE
 PP0518'CULVERT, 52.3 FEET NORTH OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER,
 PP0518'1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 PP0518'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 PP0518'SURFACE OF THE GROUND.  SECTION 27, T 27N, R 21W.
 PP0518
 PP0518                          STATION RECOVERY (1988)
 PP0518
 PP0518'RECOVERY NOTE BY US POWER SQUADRON 1988 (HJ)
 PP0518'RECOVERED IN GOOD CONDITION.
 PP0518
 PP0518                          STATION RECOVERY (1996)
 PP0518
 PP0518'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP0518'RECOVERED IN GOOD CONDITION.
 PP0518
 PP0518                          STATION RECOVERY (2005)
 PP0518
 PP0518'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP0518'MARK NOT FOUND, WITNESS POST MISSING. TALL WEEDS PREVENT SIGHTING OF
 PP0518'CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0520 ***********************************************************************
 PP0520  DESIGNATION -  8205 M
 PP0520  PID         -  PP0520
 PP0520  STATE/COUNTY-  MN/WASHINGTON
 PP0520  USGS QUAD   -  ST PAUL PARK (1993)
 PP0520
 PP0520                         *CURRENT SURVEY CONTROL
 PP0520  ___________________________________________________________________
 PP0520* NAD 83(1986)-  44 48 45.     (N)    092 55 40.     (W)     SCALED    
 PP0520* NAVD 88     -       246.350  (meters)     808.23   (feet)  ADJUSTED  
 PP0520  ___________________________________________________________________
 PP0520  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 PP0520  DYNAMIC HT  -         246.334 (meters)     808.18  (feet)  COMP
 PP0520  MODELED GRAV-     980,543.5   (mgal)                       NAVD 88
 PP0520
 PP0520  VERT ORDER  -  FIRST     CLASS I
 PP0520
 PP0520.The horizontal coordinates were scaled from a topographic map and have
 PP0520.an estimated accuracy of +/- 6 seconds.
 PP0520
 PP0520.The orthometric height was determined by differential leveling
 PP0520.and adjusted by the National Geodetic Survey in June 1991..
 PP0520
 PP0520.The geoid height was determined by GEOID03.
 PP0520
 PP0520.The dynamic height is computed by dividing the NAVD 88
 PP0520.geopotential number by the normal gravity value computed on the
 PP0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0520.degrees latitude (g = 980.6199 gals.).
 PP0520
 PP0520.The modeled gravity was interpolated from observed gravity values.
 PP0520
 PP0520;                    North         East    Units  Estimated Accuracy
 PP0520;SPC MN S     -   301,950.      884,810.      MT  (+/- 180 meters Scaled)
 PP0520
 PP0520                          SUPERSEDED SURVEY CONTROL
 PP0520
 PP0520  NGVD 29 (??/??/92)  246.307  (m)          808.09   (f) ADJ UNCH    1 1
 PP0520
 PP0520.Superseded values are not recommended for survey control.
 PP0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0520.See file dsdata.txt to determine how the superseded data were derived.
 PP0520
 PP0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK057621(NAD 83)
 PP0520_MARKER: DD = SURVEY DISK
 PP0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0520_STAMPING: 8205 M 1970
 PP0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0520+STABILITY: SURFACE MOTION
 PP0520
 PP0520  HISTORY     - Date     Condition        Report By
 PP0520  HISTORY     - 1970     MONUMENTED       MNDT
 PP0520  HISTORY     - 19961207 GOOD             USPSQD
 PP0520  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 PP0520
 PP0520                          STATION DESCRIPTION
 PP0520
 PP0520'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0520'2.45 MI SE FROM COTTAGE GROVE.
 PP0520'ABOUT 2.45 MILES SOUTHEAST ALONG U.S. HIGHWAYS 10 AND 61 FROM THE
 PP0520'INTERSECTION WITH BELDEN BOULEVARD AT COTTAGE GROVE, 0.2 MILE
 PP0520'SOUTHEAST OF THE COTTAGE GROVE PUBLIC WORKS GARAGE, 59 FEET NORTHEAST
 PP0520'OF THE CENTER LINE OF THE NORTHEAST LANES OF THE HIGHWAY, 150 YARDS
 PP0520'SOUTHEAST OF A JUNCTION OF THE HIGHWAY AND ISLAY AVENUE WHICH LEADS
 PP0520'NORTH, 207 FEET NORTHWEST OF THE CENTER LINE OF A DRIVEWAY, 12 FEET
 PP0520'SOUTH OF POWER POLE NUMBER H 140, 1.0 FOOT SOUTHWEST OF A METAL
 PP0520'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 PP0520'THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE
 PP0520'GROUND.  SECTION 21, T 27N, R 21W.
 PP0520
 PP0520                          STATION RECOVERY (1996)
 PP0520
 PP0520'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP0520'RECOVERED IN GOOD CONDITION.
 PP0520
 PP0520                          STATION RECOVERY (2005)
 PP0520
 PP0520'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP0520'MARK NOT FOUND, WITNESS POST MISSING. AREA HAS RECENTLY BEEN
 PP0520'RECONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0523 ***********************************************************************
 PP0523  DESIGNATION -  8205 O
 PP0523  PID         -  PP0523
 PP0523  STATE/COUNTY-  MN/WASHINGTON
 PP0523  USGS QUAD   -  ST PAUL PARK (1993)
 PP0523
 PP0523                         *CURRENT SURVEY CONTROL
 PP0523  ___________________________________________________________________
 PP0523* NAD 83(1986)-  44 49 16.     (N)    092 56 41.     (W)     SCALED    
 PP0523* NAVD 88     -       247.370  (meters)     811.58   (feet)  ADJUSTED  
 PP0523  ___________________________________________________________________
 PP0523  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 PP0523  DYNAMIC HT  -         247.356 (meters)     811.53  (feet)  COMP
 PP0523  MODELED GRAV-     980,551.0   (mgal)                       NAVD 88
 PP0523
 PP0523  VERT ORDER  -  FIRST     CLASS I
 PP0523
 PP0523.The horizontal coordinates were scaled from a topographic map and have
 PP0523.an estimated accuracy of +/- 6 seconds.
 PP0523
 PP0523.The orthometric height was determined by differential leveling
 PP0523.and adjusted by the National Geodetic Survey in June 1991..
 PP0523
 PP0523.The geoid height was determined by GEOID03.
 PP0523
 PP0523.The dynamic height is computed by dividing the NAVD 88
 PP0523.geopotential number by the normal gravity value computed on the
 PP0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0523.degrees latitude (g = 980.6199 gals.).
 PP0523
 PP0523.The modeled gravity was interpolated from observed gravity values.
 PP0523
 PP0523;                    North         East    Units  Estimated Accuracy
 PP0523;SPC MN S     -   302,890.      883,460.      MT  (+/- 180 meters Scaled)
 PP0523
 PP0523                          SUPERSEDED SURVEY CONTROL
 PP0523
 PP0523  NGVD 29 (??/??/92)  247.329  (m)          811.45   (f) ADJ UNCH    1 1
 PP0523
 PP0523.Superseded values are not recommended for survey control.
 PP0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0523.See file dsdata.txt to determine how the superseded data were derived.
 PP0523
 PP0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK043630(NAD 83)
 PP0523_MARKER: DD = SURVEY DISK
 PP0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0523_STAMPING: 8205 O 1970
 PP0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0523+STABILITY: SURFACE MOTION
 PP0523
 PP0523  HISTORY     - Date     Condition        Report By
 PP0523  HISTORY     - 1970     MONUMENTED       MNDT
 PP0523  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PP0523  HISTORY     - 19961207 GOOD             USPSQD
 PP0523  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 PP0523
 PP0523                          STATION DESCRIPTION
 PP0523
 PP0523'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0523'1.35 MI SE FROM COTTAGE GROVE.
 PP0523'ABOUT 1.35 MILES SOUTHEAST ALONG U.S. HIGHWAYS 10 AND 61 FROM THE
 PP0523'INTERSECTION WITH BELDEN BOULEVARD AT COTTAGE GROVE, 0.2 MILE
 PP0523'NORTHWEST OF THE JUNCTION OF THE HIGHWAY AND 90TH STREET WHICH LEADS
 PP0523'EAST, 143 YARDS SOUTHEAST OF HIGHWAY MILEPOST 125, 71.5 FEET SOUTHWEST
 PP0523'OF THE CENTER LINE OF THE SOUTHWEST LANES OF THE HIGHWAY, 9 FEET
 PP0523'NORTHEAST OF THE SOUTHWEST EDGE OF THE HIGHWAY RIGHT-OF-WAY, 1.4 FEET
 PP0523'NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 PP0523'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 PP0523'SURFACE OF THE GROUND.  SECTION 21, T 27N, R 21W.
 PP0523
 PP0523                          STATION RECOVERY (1986)
 PP0523
 PP0523'RECOVERY NOTE BY US POWER SQUADRON 1986 (JN)
 PP0523'MARK NOT FOUND.
 PP0523
 PP0523                          STATION RECOVERY (1996)
 PP0523
 PP0523'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP0523'RECOVERED IN GOOD CONDITION.
 PP0523
 PP0523                          STATION RECOVERY (2005)
 PP0523
 PP0523'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP0523'MARK NOT FOUND, HIGHWAY HAS BEEN EXPANDED AND MARK IS PRESUMED
 PP0523'DESTROYED. WITNESS POST GONE ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0526 ***********************************************************************
 PP0526  DESIGNATION -  8205 P
 PP0526  PID         -  PP0526
 PP0526  STATE/COUNTY-  MN/WASHINGTON
 PP0526  USGS QUAD   -  ST PAUL PARK (1993)
 PP0526
 PP0526                         *CURRENT SURVEY CONTROL
 PP0526  ___________________________________________________________________
 PP0526* NAD 83(1986)-  44 49 48.     (N)    092 57 37.     (W)     SCALED    
 PP0526* NAVD 88     -       240.845  (meters)     790.17   (feet)  ADJUSTED  
 PP0526  ___________________________________________________________________
 PP0526  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 PP0526  DYNAMIC HT  -         240.833 (meters)     790.13  (feet)  COMP
 PP0526  MODELED GRAV-     980,558.7   (mgal)                       NAVD 88
 PP0526
 PP0526  VERT ORDER  -  FIRST     CLASS I
 PP0526
 PP0526.The horizontal coordinates were scaled from a topographic map and have
 PP0526.an estimated accuracy of +/- 6 seconds.
 PP0526
 PP0526.The orthometric height was determined by differential leveling
 PP0526.and adjusted by the National Geodetic Survey in June 1991..
 PP0526
 PP0526.The geoid height was determined by GEOID03.
 PP0526
 PP0526.The dynamic height is computed by dividing the NAVD 88
 PP0526.geopotential number by the normal gravity value computed on the
 PP0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0526.degrees latitude (g = 980.6199 gals.).
 PP0526
 PP0526.The modeled gravity was interpolated from observed gravity values.
 PP0526
 PP0526;                    North         East    Units  Estimated Accuracy
 PP0526;SPC MN S     -   303,860.      882,210.      MT  (+/- 180 meters Scaled)
 PP0526
 PP0526                          SUPERSEDED SURVEY CONTROL
 PP0526
 PP0526  NGVD 29 (??/??/92)  240.804  (m)          790.04   (f) ADJ UNCH    1 1
 PP0526
 PP0526.Superseded values are not recommended for survey control.
 PP0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0526.See file dsdata.txt to determine how the superseded data were derived.
 PP0526
 PP0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK031640(NAD 83)
 PP0526_MARKER: DD = SURVEY DISK
 PP0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0526_STAMPING: 8205 P 1970
 PP0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0526+STABILITY: SURFACE MOTION
 PP0526
 PP0526  HISTORY     - Date     Condition        Report By
 PP0526  HISTORY     - 1970     MONUMENTED       MNDT
 PP0526  HISTORY     - 19961207 GOOD             USPSQD
 PP0526  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 PP0526
 PP0526                          STATION DESCRIPTION
 PP0526
 PP0526'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0526'0.35 MI SE FROM COTTAGE GROVE.
 PP0526'ABOUT 0.35 MILE SOUTHEAST ALONG U.S. HIGHWAYS 10 AND 61 FROM THE
 PP0526'INTERSECTION WITH BELDEN BOULEVARD AT COTTAGE GROVE, 73 FEET NORTHEAST
 PP0526'OF THE CENTER LINE OF THE NORTHEAST LANES OF THE HIGHWAY, 31 FEET
 PP0526'SOUTHWEST OF A FENCE AROUND THE ATKINSON CEMETERY, 89.0 FEET SOUTHEAST
 PP0526'OF THE SOUTH CORNER OF A METAL BUILDING, 43.0 FEET WEST OF BENCH MARK
 PP0526'J 250, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 PP0526'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A PRECAST CONCRETE POST
 PP0526'WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.  SECTION 17, T 27N, R
 PP0526'21W.
 PP0526
 PP0526                          STATION RECOVERY (1996)
 PP0526
 PP0526'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP0526'RECOVERED IN GOOD CONDITION.
 PP0526
 PP0526                          STATION RECOVERY (2005)
 PP0526
 PP0526'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP0526'MARK NOT FOUND, TH 10 JUNCTION WITH TH 61 HAS BEEN MOVED NW. MARK
 PP0526'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0528 ***********************************************************************
 PP0528  DESIGNATION -  8205 Q
 PP0528  PID         -  PP0528
 PP0528  STATE/COUNTY-  MN/WASHINGTON
 PP0528  USGS QUAD   -  ST PAUL PARK (1993)
 PP0528
 PP0528                         *CURRENT SURVEY CONTROL
 PP0528  ___________________________________________________________________
 PP0528* NAD 83(1986)-  44 50 25.     (N)    092 58 24.     (W)     SCALED    
 PP0528* NAVD 88     -       242.261  (meters)     794.82   (feet)  ADJUSTED  
 PP0528  ___________________________________________________________________
 PP0528  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 PP0528  DYNAMIC HT  -         242.250 (meters)     794.78  (feet)  COMP
 PP0528  MODELED GRAV-     980,566.5   (mgal)                       NAVD 88
 PP0528
 PP0528  VERT ORDER  -  FIRST     CLASS I
 PP0528
 PP0528.The horizontal coordinates were scaled from a topographic map and have
 PP0528.an estimated accuracy of +/- 6 seconds.
 PP0528
 PP0528.The orthometric height was determined by differential leveling
 PP0528.and adjusted by the National Geodetic Survey in June 1991..
 PP0528
 PP0528.Photographs are available for this station.
 PP0528
 PP0528.The geoid height was determined by GEOID03.
 PP0528
 PP0528.The dynamic height is computed by dividing the NAVD 88
 PP0528.geopotential number by the normal gravity value computed on the
 PP0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0528.degrees latitude (g = 980.6199 gals.).
 PP0528
 PP0528.The modeled gravity was interpolated from observed gravity values.
 PP0528
 PP0528;                    North         East    Units  Estimated Accuracy
 PP0528;SPC MN S     -   304,990.      881,170.      MT  (+/- 180 meters Scaled)
 PP0528
 PP0528                          SUPERSEDED SURVEY CONTROL
 PP0528
 PP0528  NGVD 29 (??/??/92)  242.221  (m)          794.69   (f) ADJ UNCH    1 1
 PP0528
 PP0528.Superseded values are not recommended for survey control.
 PP0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0528.See file dsdata.txt to determine how the superseded data were derived.
 PP0528
 PP0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK021652(NAD 83)
 PP0528_MARKER: DD = SURVEY DISK
 PP0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0528_STAMPING: 8205 Q 1970
 PP0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0528+STABILITY: SURFACE MOTION
 PP0528
 PP0528  HISTORY     - Date     Condition        Report By
 PP0528  HISTORY     - 1970     MONUMENTED       MNDT
 PP0528  HISTORY     - 19961207 GOOD             USPSQD
 PP0528  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 PP0528
 PP0528                          STATION DESCRIPTION
 PP0528
 PP0528'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0528'0.65 MI NW FROM COTTAGE GROVE.
 PP0528'ABOUT 0.65 MILE NORTHWEST ALONG U.S. HIGHWAYS 10 AND 61 FROM THE
 PP0528'INTERSECTION OF BELDEN BOULEVARD AT COTTAGE GROVE, 1.05 MILES
 PP0528'SOUTHEAST OF THE HIGHWAY UNDERPASS FOR SUMMIT AVENUE, 92 FEET
 PP0528'NORTHEAST OF THE CENTER LINE OF THE NORTHEAST LANES OF THE HIGHWAY,
 PP0528'249 FEET NORTHWEST OF THE CENTER LINE OF A DRIVEWAY TO A FARMHOUSE, 68
 PP0528'FEET EAST OF THE NORTHEAST END OF A 3-FOOT CONCRETE TUBULAR CULVERT
 PP0528'UNDER THE HIGHWAY, 4.5 FEET SOUTH OF A CORNER FENCE POST, 3.4 FEET
 PP0528'SOUTHWEST OF A FENCE, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST,
 PP0528'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 PP0528'WHICH PROJECTS 3 INCHES.  SECTION 7, T 27N, R 21W.
 PP0528
 PP0528                          STATION RECOVERY (1996)
 PP0528
 PP0528'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP0528'RECOVERED IN GOOD CONDITION.
 PP0528
 PP0528                          STATION RECOVERY (2005)
 PP0528
 PP0528'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP0528'MARK NOT FOUND, WITNESS POST MISSING. FARM HOUSE HAS BEEN RAISED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0530 ***********************************************************************
 PP0530  DESIGNATION -  8205 R
 PP0530  PID         -  PP0530
 PP0530  STATE/COUNTY-  MN/WASHINGTON
 PP0530  USGS QUAD   -  ST PAUL PARK (1993)
 PP0530
 PP0530                         *CURRENT SURVEY CONTROL
 PP0530  ___________________________________________________________________
 PP0530* NAD 83(1986)-  44 50 45.     (N)    092 58 52.     (W)     SCALED    
 PP0530* NAVD 88     -       240.518  (meters)     789.10   (feet)  ADJUSTED  
 PP0530  ___________________________________________________________________
 PP0530  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 PP0530  DYNAMIC HT  -         240.509 (meters)     789.07  (feet)  COMP
 PP0530  MODELED GRAV-     980,571.2   (mgal)                       NAVD 88
 PP0530
 PP0530  VERT ORDER  -  FIRST     CLASS I
 PP0530
 PP0530.The horizontal coordinates were scaled from a topographic map and have
 PP0530.an estimated accuracy of +/- 6 seconds.
 PP0530
 PP0530.The orthometric height was determined by differential leveling
 PP0530.and adjusted by the National Geodetic Survey in June 1991..
 PP0530
 PP0530.The geoid height was determined by GEOID03.
 PP0530
 PP0530.The dynamic height is computed by dividing the NAVD 88
 PP0530.geopotential number by the normal gravity value computed on the
 PP0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0530.degrees latitude (g = 980.6199 gals.).
 PP0530
 PP0530.The modeled gravity was interpolated from observed gravity values.
 PP0530
 PP0530;                    North         East    Units  Estimated Accuracy
 PP0530;SPC MN S     -   305,600.      880,540.      MT  (+/- 180 meters Scaled)
 PP0530
 PP0530                          SUPERSEDED SURVEY CONTROL
 PP0530
 PP0530  NGVD 29 (??/??/92)  240.479  (m)          788.97   (f) ADJ UNCH    1 1
 PP0530
 PP0530.Superseded values are not recommended for survey control.
 PP0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0530.See file dsdata.txt to determine how the superseded data were derived.
 PP0530
 PP0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK014658(NAD 83)
 PP0530_MARKER: DD = SURVEY DISK
 PP0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0530_STAMPING: 8205 R 1970
 PP0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0530+STABILITY: SURFACE MOTION
 PP0530
 PP0530  HISTORY     - Date     Condition        Report By
 PP0530  HISTORY     - 1970     MONUMENTED       MNDT
 PP0530  HISTORY     - 19961207 GOOD             USPSQD
 PP0530  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 PP0530
 PP0530                          STATION DESCRIPTION
 PP0530
 PP0530'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0530'1.2 MI NW FROM COTTAGE GROVE.
 PP0530'ABOUT 1.2 MILES NORTHWEST ALONG U.S. HIGHWAYS 10 AND 61 FROM THE
 PP0530'INTERSECTION WITH BELDEN BOULEVARD AT COTTAGE GROVE, 0.5 MILE
 PP0530'SOUTHEAST OF THE HIGHWAY UNDERPASS FOR SUMMIT AVENUE, 79 FEET
 PP0530'NORTHEAST OF THE CENTER LINE OF THE NORTHEAST LANES OF THE HIGHWAY,
 PP0530'126.0 FEET SOUTHEAST OF THE NORTHEAST END OF A SIGN WHICH BEARS THE
 PP0530'LETTERS ST. PAUL PARK, 1.6 FEET NORTHEAST OF A METAL WITNESS POST,
 PP0530'ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 PP0530'PRECAST CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 PP0530'SECTION 7, T 27N, R 21W.  NOTE-- THIS MARK IS ALSO 1.6 MILES SOUTH
 PP0530'ALONG U.S. HIGHWAYS 10 AND 61 FROM THE CHICAGO, MILWAUKEE, ST. PAUL
 PP0530'AND PACIFIC RAILROAD STATION AT NEWPORT.
 PP0530
 PP0530                          STATION RECOVERY (1996)
 PP0530
 PP0530'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP0530'RECOVERED IN GOOD CONDITION.
 PP0530
 PP0530                          STATION RECOVERY (2005)
 PP0530
 PP0530'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP0530'MARK NOT FOUND, WITNESS POST MISSING. ENTIRE INTERCHANGE HAS BEEN
 PP0530'REPLACED IN 2004.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0531 ***********************************************************************
 PP0531  DESIGNATION -  8205 S
 PP0531  PID         -  PP0531
 PP0531  STATE/COUNTY-  MN/WASHINGTON
 PP0531  USGS QUAD   -  ST PAUL PARK (1993)
 PP0531
 PP0531                         *CURRENT SURVEY CONTROL
 PP0531  ___________________________________________________________________
 PP0531* NAD 83(1986)-  44 51 06.     (N)    092 59 20.     (W)     SCALED    
 PP0531* NAVD 88     -       251.105  (meters)     823.83   (feet)  ADJUSTED  
 PP0531  ___________________________________________________________________
 PP0531  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 PP0531  DYNAMIC HT  -         251.097 (meters)     823.81  (feet)  COMP
 PP0531  MODELED GRAV-     980,575.7   (mgal)                       NAVD 88
 PP0531
 PP0531  VERT ORDER  -  FIRST     CLASS I
 PP0531
 PP0531.The horizontal coordinates were scaled from a topographic map and have
 PP0531.an estimated accuracy of +/- 6 seconds.
 PP0531
 PP0531.The orthometric height was determined by differential leveling
 PP0531.and adjusted by the National Geodetic Survey in June 1991..
 PP0531
 PP0531.The geoid height was determined by GEOID03.
 PP0531
 PP0531.The dynamic height is computed by dividing the NAVD 88
 PP0531.geopotential number by the normal gravity value computed on the
 PP0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0531.degrees latitude (g = 980.6199 gals.).
 PP0531
 PP0531.The modeled gravity was interpolated from observed gravity values.
 PP0531
 PP0531;                    North         East    Units  Estimated Accuracy
 PP0531;SPC MN S     -   306,240.      879,920.      MT  (+/- 180 meters Scaled)
 PP0531
 PP0531                          SUPERSEDED SURVEY CONTROL
 PP0531
 PP0531  NGVD 29 (??/??/92)  251.067  (m)          823.71   (f) ADJ UNCH    1 1
 PP0531
 PP0531.Superseded values are not recommended for survey control.
 PP0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0531.See file dsdata.txt to determine how the superseded data were derived.
 PP0531
 PP0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK008664(NAD 83)
 PP0531_MARKER: DB = BENCH MARK DISK
 PP0531_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0531_SP_SET: BRIDGE ABUTMENT
 PP0531_STAMPING: 8205 S 1970
 PP0531_MARK LOGO: MNDT  
 PP0531_PROJECTION: FLUSH
 PP0531_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0531+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2004
 PP0531
 PP0531  HISTORY     - Date     Condition        Report By
 PP0531  HISTORY     - 1970     MONUMENTED       MNDT
 PP0531  HISTORY     - 19881214 GOOD             MNDT
 PP0531  HISTORY     - 20040617 GOOD             USPSQD
 PP0531
 PP0531                          STATION DESCRIPTION
 PP0531
 PP0531'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0531'1.05 MI S FROM NEWPORT.
 PP0531'ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAYS 10 AND 61 FROM THE CHICAGO,
 PP0531'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT NEWPORT, AT THE
 PP0531'NORTHEAST END OF THE HIGHWAY UNDERPASS FOR SUMMIT AVENUE, 20 1/2 FEET
 PP0531'SOUTHEAST OF THE CENTER LINE OF THE AVENUE, SET IN THE TOP OF THE
 PP0531'SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE UNDERPASS, 1.0
 PP0531'FOOT SOUTHEAST OF A CONCRETE PILLAR, AND ABOUT 1 FOOT ABOVE THE LEVEL
 PP0531'OF THE AVENUE.  SECTION 1, T 27N, R 22W.  NOTE-- THIS MARK IS ALSO
 PP0531'1.75 MILES NORTHWEST ALONG U.S. HIGHWAYS 10 AND 61 FROM THE
 PP0531'INTERSECTION OF BELDEN BOULEVARD AT COTTAGE GROVE.  SECTION 1, T 27N,
 PP0531'R 22W.
 PP0531
 PP0531                          STATION RECOVERY (1988)
 PP0531
 PP0531'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP0531'THE MARK IS LOCATED IN THE CITY OF NEWPORT, 1.05 MILES SOUTH ALONG
 PP0531'TRUNK HIGHWAYS 10 AND 61 FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP0531'PACIFIC RAILROAD STATION AT NEWPORT, AT THE NORTHEAST END OF THE
 PP0531'HIGHWAY UNDERPASS FOR SUMMIT AVENUE, 20-1/2 FEET SOUTHEAST OF THE
 PP0531'CENTERLINE OF THE AVENUE, SET IN THE TOP OF THE SOUTHEAST END OF THE
 PP0531'NORTHEAST CONCRETE ABUTMENT OF THE UNDERPASS, 1.0 FOOT SOUTHEAST OF A
 PP0531'CONCRETE PILLAR, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE AVENUE. THE
 PP0531'MARK IS ALSO 1.75 MILES NORTHWEST ALONG TRUNK HIGHWAYS 10 AND 61 FROM
 PP0531'THEIR INTERSECTION WITH BELDON BOULEVARD AT COTTAGE GROVE.
 PP0531
 PP0531                          STATION RECOVERY (2004)
 PP0531
 PP0531'RECOVERY NOTE BY US POWER SQUADRON 2004 (JPW)
 PP0531'RECOVERED IN GOOD CONDITION AS DESCRIBED. USPSQD JRD/JPW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0532 ***********************************************************************
 PP0532  DESIGNATION -  8205 S 1
 PP0532  PID         -  PP0532
 PP0532  STATE/COUNTY-  MN/WASHINGTON
 PP0532  USGS QUAD   -  ST PAUL PARK (1993)
 PP0532
 PP0532                         *CURRENT SURVEY CONTROL
 PP0532  ___________________________________________________________________
 PP0532* NAD 83(1986)-  44 51 00.     (N)    092 59 27.     (W)     SCALED    
 PP0532* NAVD 88     -       243.381  (meters)     798.49   (feet)  ADJUSTED  
 PP0532  ___________________________________________________________________
 PP0532  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 PP0532  DYNAMIC HT  -         243.373 (meters)     798.47  (feet)  COMP
 PP0532  MODELED GRAV-     980,576.3   (mgal)                       NAVD 88
 PP0532
 PP0532  VERT ORDER  -  FIRST     CLASS I
 PP0532
 PP0532.The horizontal coordinates were scaled from a topographic map and have
 PP0532.an estimated accuracy of +/- 6 seconds.
 PP0532
 PP0532.The orthometric height was determined by differential leveling
 PP0532.and adjusted by the National Geodetic Survey in June 1991..
 PP0532
 PP0532.The geoid height was determined by GEOID03.
 PP0532
 PP0532.The dynamic height is computed by dividing the NAVD 88
 PP0532.geopotential number by the normal gravity value computed on the
 PP0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0532.degrees latitude (g = 980.6199 gals.).
 PP0532
 PP0532.The modeled gravity was interpolated from observed gravity values.
 PP0532
 PP0532;                    North         East    Units  Estimated Accuracy
 PP0532;SPC MN S     -   306,050.      879,770.      MT  (+/- 180 meters Scaled)
 PP0532
 PP0532                          SUPERSEDED SURVEY CONTROL
 PP0532
 PP0532  NGVD 29 (??/??/92)  243.342  (m)          798.36   (f) ADJ UNCH    1 1
 PP0532
 PP0532.Superseded values are not recommended for survey control.
 PP0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0532.See file dsdata.txt to determine how the superseded data were derived.
 PP0532
 PP0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK007662(NAD 83)
 PP0532_MARKER: DB = BENCH MARK DISK
 PP0532_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0532_SP_SET: BRIDGE ABUTMENT
 PP0532_STAMPING: 8205 S 1 1970
 PP0532_MARK LOGO: MNDT  
 PP0532_PROJECTION: FLUSH
 PP0532_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0532
 PP0532  HISTORY     - Date     Condition        Report By
 PP0532  HISTORY     - 1970     MONUMENTED       MNDT
 PP0532  HISTORY     - 19881214 GOOD             MNDT
 PP0532  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 PP0532
 PP0532                          STATION DESCRIPTION
 PP0532
 PP0532'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0532'1.05 MI S FROM NEWPORT.
 PP0532'ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAYS 10 AND 61 FROM THE CHICAGO,
 PP0532'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT NEWPORT, AT THE
 PP0532'ST. PAUL PARK EXIT, 0.1 MILE SOUTHWEST OF U.S. HIGHWAYS 10 AND 61,
 PP0532'20.2 FEET SOUTHEAST OF THE CENTER LINE OF SUMMIT AVENUE, SET IN THE
 PP0532'TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 PP0532'MINNESOTA HIGHWAY BRIDGE NUMBER 9411 OVER THE CHICAGO, MILWAUKEE, ST.
 PP0532'PAUL AND PACIFIC RAILROAD, 0.6 FOOT SOUTHEAST OF A CONCRETE POST IN A
 PP0532'GUARDRAIL ON THE BRIDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF SUMMIT
 PP0532'AVENUE.  SECTION 1, T 27N, R 22W.
 PP0532
 PP0532                          STATION RECOVERY (1988)
 PP0532
 PP0532'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP0532'THE MARK IS LOCATED IN THE CITY OF ST. PAUL PARK, 1.05 MILES SOUTH
 PP0532'ALONG TRUNK HIGHWAYS 10 AND 61 FROM THE CHICAGO, MILWAUKEE, ST. PAUL
 PP0532'AND PACIFIC RAILROAD STATION AT NEWPORT, AND AT THE ST. PAUL PARK
 PP0532'EXIT, 0.1 MILE SOUTHWEST OF HIGHWAYS 10 AND 61, 20.2 FEET SOUTHEAST OF
 PP0532'THE CENTERLINE OF THE SUMMIT AVENUE, SET IN THE TOP OF THE SOUTHEAST
 PP0532'CONCRETE ABUTMENT OF BRIDGE NUMBER 9411, OVER THE CHICAGO, MILWAUKEE,
 PP0532'ST. PAUL AND PACIFIC RAILROAD, 0.6 FOOT SOUTHEAST OF A CONCRETE POST
 PP0532'IN A GUARDRAIL ON THE BRIDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 PP0532'SUMMIT AVENUE.
 PP0532
 PP0532                          STATION RECOVERY (2005)
 PP0532
 PP0532'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP0532'MARK NOT FOUND, BRIDGE REPLACED 2994 DURING RECONSTRUCTION OF
 PP0532'INTERCHANGE. PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0539 ***********************************************************************
 PP0539  DESIGNATION -  8205 T
 PP0539  PID         -  PP0539
 PP0539  STATE/COUNTY-  MN/WASHINGTON
 PP0539  USGS QUAD   -  ST PAUL PARK (1993)
 PP0539
 PP0539                         *CURRENT SURVEY CONTROL
 PP0539  ___________________________________________________________________
 PP0539* NAD 83(1986)-  44 51 31.     (N)    092 59 42.     (W)     SCALED    
 PP0539* NAVD 88     -       227.788  (meters)     747.33   (feet)  ADJUSTED  
 PP0539  ___________________________________________________________________
 PP0539  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 PP0539  DYNAMIC HT  -         227.781 (meters)     747.31  (feet)  COMP
 PP0539  MODELED GRAV-     980,579.0   (mgal)                       NAVD 88
 PP0539
 PP0539  VERT ORDER  -  FIRST     CLASS I
 PP0539
 PP0539.The horizontal coordinates were scaled from a topographic map and have
 PP0539.an estimated accuracy of +/- 6 seconds.
 PP0539
 PP0539.The orthometric height was determined by differential leveling
 PP0539.and adjusted by the National Geodetic Survey in June 1991..
 PP0539
 PP0539.The geoid height was determined by GEOID03.
 PP0539
 PP0539.The dynamic height is computed by dividing the NAVD 88
 PP0539.geopotential number by the normal gravity value computed on the
 PP0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0539.degrees latitude (g = 980.6199 gals.).
 PP0539
 PP0539.The modeled gravity was interpolated from observed gravity values.
 PP0539
 PP0539;                    North         East    Units  Estimated Accuracy
 PP0539;SPC MN S     -   307,000.      879,430.      MT  (+/- 180 meters Scaled)
 PP0539
 PP0539                          SUPERSEDED SURVEY CONTROL
 PP0539
 PP0539  NGVD 29 (??/??/92)  227.750  (m)          747.21   (f) ADJ UNCH    1 1
 PP0539
 PP0539.Superseded values are not recommended for survey control.
 PP0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0539.See file dsdata.txt to determine how the superseded data were derived.
 PP0539
 PP0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK003672(NAD 83)
 PP0539_MARKER: DB = BENCH MARK DISK
 PP0539_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0539_STAMPING: 8205 T 1970
 PP0539_MARK LOGO: MNDT  
 PP0539_PROJECTION: FLUSH
 PP0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0539
 PP0539  HISTORY     - Date     Condition        Report By
 PP0539  HISTORY     - 1970     MONUMENTED       MNDT
 PP0539  HISTORY     - 19881214 GOOD             MNDT
 PP0539  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 PP0539
 PP0539                          STATION DESCRIPTION
 PP0539
 PP0539'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0539'0.5 MI SE FROM NEWPORT.
 PP0539'ABOUT 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 10 AND 61 FROM THE
 PP0539'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT NEWPORT,
 PP0539'0.2 MILE NORTHWEST OF THE NEWPORT CEMETERY, 86 FEET EAST OF THE CENTER
 PP0539'LINE OF THE EAST LANES OF THE HIGHWAY, 1.0 FOOT WEST OF A METAL
 PP0539'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 PP0539'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND. SECTION
 PP0539'1, T 27N, R 22W.
 PP0539
 PP0539                          STATION RECOVERY (1988)
 PP0539
 PP0539'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP0539'IN THE CITY OF NEWPORT, 0.5 MILE SOUTHEAST ALONG TRUNK HIGHWAYS 10 AND
 PP0539'61 FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION
 PP0539'AT NEWPORT, 0.2 MILE NORTHWEST OF THE NEWPORT CEMETERY, 86 FEET EAST
 PP0539'OF THE CENTERLINE OF THE EAST LANES OF THE HIGHWAY, 1.0 FOOT WEST OF A
 PP0539'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 PP0539'OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.
 PP0539
 PP0539                          STATION RECOVERY (2005)
 PP0539
 PP0539'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP0539'MARK NOT FOUND, MARK LOCATION IS PRESENTLY BEING USED AS A
 PP0539'CONSTRUCTION EQUIPMENT MOTOR POOL AREA DURING MAJOR HIGHWAY REVAMPING.
 PP0539'WITNESS POST MISSING. MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3484 ***********************************************************************
 PP3484  DESIGNATION -  8205 U
 PP3484  PID         -  PP3484
 PP3484  STATE/COUNTY-  MN/WASHINGTON
 PP3484  USGS QUAD   -  HASTINGS (1993)
 PP3484
 PP3484                         *CURRENT SURVEY CONTROL
 PP3484  ___________________________________________________________________
 PP3484* NAD 83(1986)-  44 44 57.     (N)    092 51 09.     (W)     SCALED    
 PP3484* NAVD 88     -       221.156  (meters)     725.58   (feet)  ADJUSTED  
 PP3484  ___________________________________________________________________
 PP3484  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 PP3484  DYNAMIC HT  -         221.133 (meters)     725.50  (feet)  COMP
 PP3484  MODELED GRAV-     980,507.7   (mgal)                       NAVD 88
 PP3484
 PP3484  VERT ORDER  -  SECOND    CLASS I
 PP3484
 PP3484.The horizontal coordinates were scaled from a topographic map and have
 PP3484.an estimated accuracy of +/- 6 seconds.
 PP3484
 PP3484.The orthometric height was determined by differential leveling
 PP3484.and adjusted by the National Geodetic Survey in June 1995..
 PP3484
 PP3484.The geoid height was determined by GEOID03.
 PP3484
 PP3484.The dynamic height is computed by dividing the NAVD 88
 PP3484.geopotential number by the normal gravity value computed on the
 PP3484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3484.degrees latitude (g = 980.6199 gals.).
 PP3484
 PP3484.The modeled gravity was interpolated from observed gravity values.
 PP3484
 PP3484;                    North         East    Units  Estimated Accuracy
 PP3484;SPC MN S     -   294,990.      890,860.      MT  (+/- 180 meters Scaled)
 PP3484
 PP3484                          SUPERSEDED SURVEY CONTROL
 PP3484
 PP3484.No superseded survey control is available for this station.
 PP3484
 PP3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK116550(NAD 83)
 PP3484_MARKER: DV = VERTICAL CONTROL DISK
 PP3484_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PP3484_SP_SET: BRIDGE RAILING
 PP3484_STAMPING: 8205 U 1988
 PP3484_MARK LOGO: MNDT  
 PP3484_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3484+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 PP3484
 PP3484  HISTORY     - Date     Condition        Report By
 PP3484  HISTORY     - 1988     MONUMENTED       MNDT
 PP3484  HISTORY     - 20051112 GOOD             USPSQD
 PP3484
 PP3484                          STATION DESCRIPTION
 PP3484
 PP3484'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3484'THE MARK IS LOCATED IN THE NORTH PART OF THE CITY OF HASTINGS 1.0 MI
 PP3484'(1.6 KM) NORTH ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK
 PP3484'HIGHWAY 55 IN HASTINGS, IN THE NORTHEAST END OF BRIDGE NUMBER 5895
 PP3484'(HIGHWAY 61 OVER THE MISSISSIPPI RIVER) AND IN THE SE 1/4 OF SECTION
 PP3484'7, T26N, R20W.  THE MARK IS 22.3 FT (6.8 M) EAST OF AND ABOUT 3.5 FT
 PP3484'(1.1 M) HIGHER THAN THE CENTERLINE OF NORTHBOUND HIGHWAY 61 AT
 PP3484'MILEPOINT 117.8, 16.5 FT (5.0 M) NORTH OF THE CENTER OF A LIGHT
 PP3484'STANDARD AND 1.7 FT (0.5 M) SOUTHEAST OF THE NORTHWEST CORNER OF THE
 PP3484'EAST BRIDGE RAILING.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PP3484'CONTROL MONUMENT DISK STAMPED---8502 U 1988---, IS SET IN THE TOP OF
 PP3484'THE BRIDGE RAILING.
 PP3484
 PP3484                          STATION RECOVERY (2005)
 PP3484
 PP3484'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP3484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3483 ***********************************************************************
 PP3483  DESIGNATION -  8205 V
 PP3483  PID         -  PP3483
 PP3483  STATE/COUNTY-  MN/WASHINGTON
 PP3483  USGS QUAD   -  PRESCOTT (1993)
 PP3483
 PP3483                         *CURRENT SURVEY CONTROL
 PP3483  ___________________________________________________________________
 PP3483* NAD 83(1986)-  44 45 12.     (N)    092 51 09.     (W)     SCALED    
 PP3483* NAVD 88     -       219.102  (meters)     718.84   (feet)  ADJUSTED  
 PP3483  ___________________________________________________________________
 PP3483  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 PP3483  DYNAMIC HT  -         219.080 (meters)     718.76  (feet)  COMP
 PP3483  MODELED GRAV-     980,508.9   (mgal)                       NAVD 88
 PP3483
 PP3483  VERT ORDER  -  SECOND    CLASS I
 PP3483
 PP3483.The horizontal coordinates were scaled from a topographic map and have
 PP3483.an estimated accuracy of +/- 6 seconds.
 PP3483
 PP3483.The orthometric height was determined by differential leveling
 PP3483.and adjusted by the National Geodetic Survey in June 1995..
 PP3483
 PP3483.The geoid height was determined by GEOID03.
 PP3483
 PP3483.The dynamic height is computed by dividing the NAVD 88
 PP3483.geopotential number by the normal gravity value computed on the
 PP3483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3483.degrees latitude (g = 980.6199 gals.).
 PP3483
 PP3483.The modeled gravity was interpolated from observed gravity values.
 PP3483
 PP3483;                    North         East    Units  Estimated Accuracy
 PP3483;SPC MN S     -   295,450.      890,860.      MT  (+/- 180 meters Scaled)
 PP3483
 PP3483                          SUPERSEDED SURVEY CONTROL
 PP3483
 PP3483.No superseded survey control is available for this station.
 PP3483
 PP3483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK116555(NAD 83)
 PP3483_MARKER: DV = VERTICAL CONTROL DISK
 PP3483_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3483_SP_SET: BRIDGE ABUTMENT
 PP3483_STAMPING: 8205 V 1988
 PP3483_MARK LOGO: MNDT  
 PP3483_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3483
 PP3483  HISTORY     - Date     Condition        Report By
 PP3483  HISTORY     - 1988     MONUMENTED       MNDT
 PP3483
 PP3483                          STATION DESCRIPTION
 PP3483
 PP3483'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3483'THE MARK IS LOCATED IN THE NORTH PART OF THE CITY OF HASTINGS, 1.3 MI
 PP3483'(2.1 KM) NORTH ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK
 PP3483'HIGHWAY 55, IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 82021 (HIGHWAY
 PP3483'61 OVER THE CHICAGO MILWAUKEE ST PAUL AND PACIFIC RAILROAD) AND IN
 PP3483'THE SE 1/4 OF SECTION 7, T26N, R20W.  THE MARK IS 33.5 FT (10.2 M)
 PP3483'EAST OF AND ABOUT 0.5 FT (0.2 M) HIGHER THAN THE NORTHBOUND CENTERLINE
 PP3483'OF HIGHWAY 61 AT MILEPOINT 118.1.  THE MARK, A STANDARD MNDT ALUMINUM
 PP3483'VERTICAL CONTROL MONUMENT DISK STAMPED---8205 V 1988---, IS SET IN
 PP3483'THE TOP OF THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3486 ***********************************************************************
 PP3486  DESIGNATION -  8205 W
 PP3486  PID         -  PP3486
 PP3486  STATE/COUNTY-  MN/WASHINGTON
 PP3486  USGS QUAD   -  PRESCOTT (1993)
 PP3486
 PP3486                         *CURRENT SURVEY CONTROL
 PP3486  ___________________________________________________________________
 PP3486* NAD 83(1986)-  44 45 21.     (N)    092 51 10.     (W)     SCALED    
 PP3486* NAVD 88     -       221.484  (meters)     726.65   (feet)  ADJUSTED  
 PP3486  ___________________________________________________________________
 PP3486  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 PP3486  DYNAMIC HT  -         221.462 (meters)     726.58  (feet)  COMP
 PP3486  MODELED GRAV-     980,509.6   (mgal)                       NAVD 88
 PP3486
 PP3486  VERT ORDER  -  SECOND    CLASS I
 PP3486
 PP3486.The horizontal coordinates were scaled from a topographic map and have
 PP3486.an estimated accuracy of +/- 6 seconds.
 PP3486
 PP3486.The orthometric height was determined by differential leveling
 PP3486.and adjusted by the National Geodetic Survey in June 1995..
 PP3486
 PP3486.The geoid height was determined by GEOID03.
 PP3486
 PP3486.The dynamic height is computed by dividing the NAVD 88
 PP3486.geopotential number by the normal gravity value computed on the
 PP3486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3486.degrees latitude (g = 980.6199 gals.).
 PP3486
 PP3486.The modeled gravity was interpolated from observed gravity values.
 PP3486
 PP3486;                    North         East    Units  Estimated Accuracy
 PP3486;SPC MN S     -   295,730.      890,830.      MT  (+/- 180 meters Scaled)
 PP3486
 PP3486                          SUPERSEDED SURVEY CONTROL
 PP3486
 PP3486.No superseded survey control is available for this station.
 PP3486
 PP3486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK116558(NAD 83)
 PP3486_MARKER: DV = VERTICAL CONTROL DISK
 PP3486_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PP3486_SP_SET: BRIDGE RAILING
 PP3486_STAMPING: 8205 W 1988
 PP3486_MARK LOGO: MNDT  
 PP3486_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3486
 PP3486  HISTORY     - Date     Condition        Report By
 PP3486  HISTORY     - 1988     MONUMENTED       MNDT
 PP3486
 PP3486                          STATION DESCRIPTION
 PP3486
 PP3486'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3486'THE MARK IS LOCATED IN THE NORTH PART OF THE CITY OF HASTINGS, 1.5 MI
 PP3486'(2.4 KM) NORTH ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK
 PP3486'HIGHWAY 55 IN HASTINGS, IN THE SOUTHEAST CORNER OF BRIDGE NUMBER
 PP3486'82022 (HIGHWAY 61 OVER THE BURLINGTON NORTHERN RAILROAD) AND IN THE
 PP3486'NE 1/4 OF SECTION 7, T26N, R20W.  THE MARK IS 24.5 FT (7.5 M) EAST OF
 PP3486'AND ABOUT 3 FT (0.9 M) HIGHER THAN THE CENTERLINE OF THE NORTHBOUND
 PP3486'LANE OF HIGHWAY 61 AT MILEPOINT 118.3 AND 3.1 FT (0.9 M) NORTH OF THE
 PP3486'SOUTH END OF THE EAST BRIDGE RAILING.  THE MARK, A STANDARD MNDT
 PP3486'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---8205 W 1988---, IS
 PP3486'SET IN THE TOP OF THE BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3482 ***********************************************************************
 PP3482  DESIGNATION -  8205 X
 PP3482  PID         -  PP3482
 PP3482  STATE/COUNTY-  MN/WASHINGTON
 PP3482  USGS QUAD   -  PRESCOTT (1993)
 PP3482
 PP3482                         *CURRENT SURVEY CONTROL
 PP3482  ___________________________________________________________________
 PP3482* NAD 83(1986)-  44 45 29.     (N)    092 51 31.     (W)     SCALED    
 PP3482* NAVD 88     -       209.590  (meters)     687.63   (feet)  ADJUSTED  
 PP3482  ___________________________________________________________________
 PP3482  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 PP3482  DYNAMIC HT  -         209.569 (meters)     687.56  (feet)  COMP
 PP3482  MODELED GRAV-     980,511.4   (mgal)                       NAVD 88
 PP3482
 PP3482  VERT ORDER  -  SECOND    CLASS I
 PP3482
 PP3482.The horizontal coordinates were scaled from a topographic map and have
 PP3482.an estimated accuracy of +/- 6 seconds.
 PP3482
 PP3482.The orthometric height was determined by differential leveling
 PP3482.and adjusted by the National Geodetic Survey in June 1995..
 PP3482
 PP3482.The geoid height was determined by GEOID03.
 PP3482
 PP3482.The dynamic height is computed by dividing the NAVD 88
 PP3482.geopotential number by the normal gravity value computed on the
 PP3482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3482.degrees latitude (g = 980.6199 gals.).
 PP3482
 PP3482.The modeled gravity was interpolated from observed gravity values.
 PP3482
 PP3482;                    North         East    Units  Estimated Accuracy
 PP3482;SPC MN S     -   295,970.      890,360.      MT  (+/- 180 meters Scaled)
 PP3482
 PP3482                          SUPERSEDED SURVEY CONTROL
 PP3482
 PP3482.No superseded survey control is available for this station.
 PP3482
 PP3482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK111560(NAD 83)
 PP3482_MARKER: DV = VERTICAL CONTROL DISK
 PP3482_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3482_SP_SET: ALUMINUM ALLOY ROD
 PP3482_STAMPING: 8205 X 1988
 PP3482_MARK LOGO: MNDT  
 PP3482_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3482
 PP3482  HISTORY     - Date     Condition        Report By
 PP3482  HISTORY     - 1988     MONUMENTED       MNDT
 PP3482
 PP3482                          STATION DESCRIPTION
 PP3482
 PP3482'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3482'THE MARK IS LOCATED IN THE NORTH PART OF THE CITY OF HASTINGS, 1.25 MI
 PP3482'(2.01 KM) NORTH ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK
 PP3482'HIGHWAY 55 IN HASTINGS TO A BITUMINOUS ROAD LEFT, THENCE LEFT ON THE
 PP3482'BITUMINOUS ROAD FOR 0.15 MI (0.24 KM) TO A GRAVEL ROAD RIGHT, THENCE
 PP3482'NORTHWESTERLY ALONG THE GRAVEL ROAD FOR 0.55 MI (0.89 KM) AND IN THE
 PP3482'NW 1/4 OF SECTION 7, T26N, R20W.  THE MARK IS 39.3 FT (12.0 M)
 PP3482'SOUTHWEST OF AND ABOUT 3 FT (0.9 M) LOWER THAN THE SOUTHWEST RAIL OF
 PP3482'THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD, 29.3 FT
 PP3482'(8.9 M) WEST OF A POWER POLE, 88.1 FT (26.9 M) SOUTHWEST OF A
 PP3482'TELEPHONE POLE AND 2.2 FT (0.7 M) NORTHEAST OF A STEEL WITNESS POST.
 PP3482'THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT
 PP3482'DISK STAMPED---8205 X 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3482'DIAMETER BY 10 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND IS
 PP3482'RECESSED 12 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3481 ***********************************************************************
 PP3481  DESIGNATION -  8205 Y
 PP3481  PID         -  PP3481
 PP3481  STATE/COUNTY-  MN/WASHINGTON
 PP3481  USGS QUAD   -  PRESCOTT (1993)
 PP3481
 PP3481                         *CURRENT SURVEY CONTROL
 PP3481  ___________________________________________________________________
 PP3481* NAD 83(1986)-  44 45 41.     (N)    092 51 54.     (W)     SCALED    
 PP3481* NAVD 88     -       211.938  (meters)     695.33   (feet)  ADJUSTED  
 PP3481  ___________________________________________________________________
 PP3481  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 PP3481  DYNAMIC HT  -         211.917 (meters)     695.26  (feet)  COMP
 PP3481  MODELED GRAV-     980,513.8   (mgal)                       NAVD 88
 PP3481
 PP3481  VERT ORDER  -  SECOND    CLASS I
 PP3481
 PP3481.The horizontal coordinates were scaled from a topographic map and have
 PP3481.an estimated accuracy of +/- 6 seconds.
 PP3481
 PP3481.The orthometric height was determined by differential leveling
 PP3481.and adjusted by the National Geodetic Survey in June 1995..
 PP3481
 PP3481.The geoid height was determined by GEOID03.
 PP3481
 PP3481.The dynamic height is computed by dividing the NAVD 88
 PP3481.geopotential number by the normal gravity value computed on the
 PP3481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3481.degrees latitude (g = 980.6199 gals.).
 PP3481
 PP3481.The modeled gravity was interpolated from observed gravity values.
 PP3481
 PP3481;                    North         East    Units  Estimated Accuracy
 PP3481;SPC MN S     -   296,340.      889,850.      MT  (+/- 180 meters Scaled)
 PP3481
 PP3481                          SUPERSEDED SURVEY CONTROL
 PP3481
 PP3481.No superseded survey control is available for this station.
 PP3481
 PP3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK106564(NAD 83)
 PP3481_MARKER: DV = VERTICAL CONTROL DISK
 PP3481_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PP3481_SP_SET: BULKHEAD OF DAM
 PP3481_STAMPING: 8205 Y 1988
 PP3481_MARK LOGO: MNDT  
 PP3481_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3481
 PP3481  HISTORY     - Date     Condition        Report By
 PP3481  HISTORY     - 1988     MONUMENTED       MNDT
 PP3481
 PP3481                          STATION DESCRIPTION
 PP3481
 PP3481'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3481'THE MARK IS LOCATED AT THE NORTHEAST CORNER OF LOCK AND DAM NUMBER 2
 PP3481'AT THE CITY OF HASTINGS AND IN THE SE 1/4 OF SECTION 1, T26N, R21W.
 PP3481'THE MARK IS 0.5 MI (0.8 KM) NORTH ALONG TRUNK HIGHWAY 61 FROM ITS
 PP3481'JUNCTION WITH TRUNK HIGHWAY 55 IN HASTINGS TO 4TH STREET, THENCE WEST
 PP3481'ALONG 4TH STREET FOR 0.05 MI (0.08 KM) TO EDDY STREET, THENCE NORTH
 PP3481'ON EDDY STREET FOR 0.15 MI (0.24 KM) TO WEST 2ND STREET, THENCE WEST
 PP3481'ON WEST 2ND STREET FOR 0.05 MI (0.08 KM) TO SPRING STREET, THENCE
 PP3481'NORTH AND NORTHWEST ALONG SPRING STREET FOR 1.25 MI (2.01 KM) TO THE
 PP3481'LOCK AND DAM.  THE MARK IS AT THE NORTHEAST SIDE OF THE DAM.  THE
 PP3481'MARK IS 2.3 FT (0.7 M) NORTH OF THE SOUTHEAST CORNER AND 22.9 FT
 PP3481'(7.0 M) SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE CYCLONE FENCE
 PP3481'AROUND THE DAM AREA, 3.3 FT (1.0 M) EAST OF A STEEL HAND RAIL POST,
 PP3481'2.0 FT (0.6 M) NORTHEAST OF THE SOUTH EDGE OF THE BULKHEAD OF THE DAM
 PP3481'AND IS ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF THE RAILROAD TRACKS.
 PP3481'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3481'STAMPED---8205 Y 1988---, IS SET IN THE TOP OF THE DAM BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0086 ***********************************************************************
 QO0086  DESIGNATION -  8207 A
 QO0086  PID         -  QO0086
 QO0086  STATE/COUNTY-  MN/WASHINGTON
 QO0086  USGS QUAD   -  FOREST LAKE (1993)
 QO0086
 QO0086                         *CURRENT SURVEY CONTROL
 QO0086  ___________________________________________________________________
 QO0086* NAD 83(1986)-  45 16 54.     (N)    092 59 07.     (W)     SCALED    
 QO0086* NAVD 88     -       278.953  (meters)     915.20   (feet)  ADJUSTED  
 QO0086  ___________________________________________________________________
 QO0086  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 QO0086  DYNAMIC HT  -         278.951 (meters)     915.19  (feet)  COMP
 QO0086  MODELED GRAV-     980,601.2   (mgal)                       NAVD 88
 QO0086
 QO0086  VERT ORDER  -  SECOND    CLASS I
 QO0086
 QO0086.The horizontal coordinates were scaled from a topographic map and have
 QO0086.an estimated accuracy of +/- 6 seconds.
 QO0086
 QO0086.The orthometric height was determined by differential leveling
 QO0086.and adjusted by the National Geodetic Survey in June 1991..
 QO0086
 QO0086.The geoid height was determined by GEOID03.
 QO0086
 QO0086.The dynamic height is computed by dividing the NAVD 88
 QO0086.geopotential number by the normal gravity value computed on the
 QO0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0086.degrees latitude (g = 980.6199 gals.).
 QO0086
 QO0086.The modeled gravity was interpolated from observed gravity values.
 QO0086
 QO0086;                    North         East    Units  Estimated Accuracy
 QO0086;SPC MN S     -   354,020.      879,610.      MT  (+/- 180 meters Scaled)
 QO0086
 QO0086                          SUPERSEDED SURVEY CONTROL
 QO0086
 QO0086  NGVD 29 (??/??/92)  278.915  (m)          915.07   (f) ADJ UNCH    2 1
 QO0086
 QO0086.Superseded values are not recommended for survey control.
 QO0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0086.See file dsdata.txt to determine how the superseded data were derived.
 QO0086
 QO0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL011142(NAD 83)
 QO0086_MARKER: DD = SURVEY DISK
 QO0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0086_SP_SET: CONCRETE TANK HOUSING
 QO0086_STAMPING: 8207 A 1975
 QO0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0086
 QO0086  HISTORY     - Date     Condition        Report By
 QO0086  HISTORY     - 1975     MONUMENTED       MNDT
 QO0086  HISTORY     - 1976     GOOD             MNDT
 QO0086  HISTORY     - 20051001 MARK NOT FOUND   USPSQD
 QO0086
 QO0086                          STATION DESCRIPTION
 QO0086
 QO0086'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0086'IN FOREST LAKE.
 QO0086'THE MARK IS LOCATED ABOUT 800 FEET (TWO CITY BLOCKS) NORTH ALONG TRUNK
 QO0086'HIGHWAY 61 FROM THE JUNCTION OF COUNTY ROAD 2 (BROADWAY), THENCE WEST
 QO0086'ALONG 2ND AVENUE NORTHWEST FOR ONE BLOCK TO GRAVEL ROAD NORTH (1ST
 QO0086'STREET NORTHWEST).  IT IS 129.0 FEET NORTH OF THE CENTER OF 2ND AVENUE
 QO0086'NORTHWEST, 105.3 FEET EAST OF AND ABOUT LEVEL WITH THE EAST RAIL OF
 QO0086'THE BURLINGTON NORTHERN RAILROAD, 13.9 FEET NORTH OF THE NORTH CORNER
 QO0086'OF THE NORTHWEST LEG OF THE CITY WATER TANK, AND 0.8 FEET NORTHWEST OF
 QO0086'THE SOUTHWEST CORNER OF A ONE-STORY BRICK BUILDING. THE MARK, A
 QO0086'STANDARD MNHD VERTICAL CONTROL MONUMENT DISK, IS CEMENTED INTO THE
 QO0086'SOUTHEAST CORNER OF AN 8 FOOT BY 23 FOOT CONCRETE TANK HOUSING. NE 1/4
 QO0086'SECTION 8, T 32N, R 21W.
 QO0086
 QO0086                          STATION RECOVERY (2005)
 QO0086
 QO0086'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0086'WATER TANK STILL BEHIND POLICE STATION HOWEVER THE BRICK BUILDING HAS
 QO0086'A NEW LOADING DOCK. PRESUMED MARK IS DESTROYED.SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0661 ***********************************************************************
 PP0661  DESIGNATION -  8208 A
 PP0661  PID         -  PP0661
 PP0661  STATE/COUNTY-  MN/WASHINGTON
 PP0661  USGS QUAD   -  PRESCOTT (1993)
 PP0661
 PP0661                         *CURRENT SURVEY CONTROL
 PP0661  ___________________________________________________________________
 PP0661* NAD 83(1986)-  44 46 59.     (N)    092 51 45.     (W)     SCALED    
 PP0661* NAVD 88     -       280.964  (meters)     921.80   (feet)  ADJUSTED  
 PP0661  ___________________________________________________________________
 PP0661  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 PP0661  DYNAMIC HT  -         280.939 (meters)     921.71  (feet)  COMP
 PP0661  MODELED GRAV-     980,518.7   (mgal)                       NAVD 88
 PP0661
 PP0661  VERT ORDER  -  SECOND    CLASS 0
 PP0661
 PP0661.The horizontal coordinates were scaled from a topographic map and have
 PP0661.an estimated accuracy of +/- 6 seconds.
 PP0661
 PP0661.The orthometric height was determined by differential leveling
 PP0661.and adjusted by the National Geodetic Survey in June 1991..
 PP0661
 PP0661.The geoid height was determined by GEOID03.
 PP0661
 PP0661.The dynamic height is computed by dividing the NAVD 88
 PP0661.geopotential number by the normal gravity value computed on the
 PP0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0661.degrees latitude (g = 980.6199 gals.).
 PP0661
 PP0661.The modeled gravity was interpolated from observed gravity values.
 PP0661
 PP0661;                    North         East    Units  Estimated Accuracy
 PP0661;SPC MN S     -   298,750.      890,020.      MT  (+/- 180 meters Scaled)
 PP0661
 PP0661                          SUPERSEDED SURVEY CONTROL
 PP0661
 PP0661  NGVD 29 (??/??/92)  280.913  (m)          921.63   (f) ADJ UNCH    2 0
 PP0661
 PP0661.Superseded values are not recommended for survey control.
 PP0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0661.See file dsdata.txt to determine how the superseded data were derived.
 PP0661
 PP0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK108588(NAD 83)
 PP0661_MARKER: DD = SURVEY DISK
 PP0661_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0661_SP_SET: MONUMENT
 PP0661_STAMPING: 8208 A 1970
 PP0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0661
 PP0661  HISTORY     - Date     Condition        Report By
 PP0661  HISTORY     - 1970     MONUMENTED       MNDT
 PP0661  HISTORY     - 1976     GOOD             MNDT
 PP0661  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 PP0661
 PP0661                          STATION DESCRIPTION
 PP0661
 PP0661'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP0661'IN COTTAGE GROVE.
 PP0661'IT IS LOCATED 0.45 MILE NORTH ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION
 PP0661'OF TRUNK HIGHWAY 10, 61 AND 95 AT THE SOUTHEAST CORNER OF COTTAGE
 PP0661'GROVE AND IS AT TRUNK HIGHWAY 95 MILEPOINT 126.85.  IT IS 27.6 FEET
 PP0661'EAST OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY
 PP0661'95, 17.9 FEET SOUTH OF THE CENTERLINE OF A FENCE ENTRANCE AND 12.4
 PP0661'FEET NORTH OF A POWER POLE.  IT IS SET IN THE TOP OF A PRECAST
 PP0661'CONCRETE MONUMENT (MAGNETIC) THAT IS FLUSH WITH THE SURFACE OF THE
 PP0661'GROUND AND IS WEST OF A STEEL WITNESS POST.  CORNER OF NW 1/4, SEC 31,
 PP0661'T 27N, R 20W.
 PP0661
 PP0661                          STATION RECOVERY (2005)
 PP0661
 PP0661'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP0661'MARK NOT FOUND, WITNESS POST MISSING AND AREA IS COVERED WITH TALL
 PP0661'WEEDS. GPS COORDINATES NOT ACCURATE ENOUGH FOR LOCATING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0667 ***********************************************************************
 PP0667  DESIGNATION -  8208 B
 PP0667  PID         -  PP0667
 PP0667  STATE/COUNTY-  MN/WASHINGTON
 PP0667  USGS QUAD   -  PRESCOTT (1993)
 PP0667
 PP0667                         *CURRENT SURVEY CONTROL
 PP0667  ___________________________________________________________________
 PP0667* NAD 83(1996)-  44 48 21.85123(N)    092 51 47.10028(W)     ADJUSTED  
 PP0667* NAVD 88     -       300.163  (meters)     984.78   (feet)  ADJUSTED  
 PP0667  ___________________________________________________________________
 PP0667  LAPLACE CORR-         -13.60  (seconds)                    DEFLEC99
 PP0667  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 PP0667  DYNAMIC HT  -         300.137 (meters)     984.70  (feet)  COMP
 PP0667  MODELED GRAV-     980,524.5   (mgal)                       NAVD 88
 PP0667
 PP0667  HORZ ORDER  -  THIRD
 PP0667  VERT ORDER  -  SECOND    CLASS I
 PP0667
 PP0667.The horizontal coordinates were established by classical geodetic methods
 PP0667.and adjusted by the National Geodetic Survey in March 1999..
 PP0667.No horizontal observational check was made to the station.
 PP0667
 PP0667.The orthometric height was determined by differential leveling
 PP0667.and adjusted by the National Geodetic Survey in June 1991..
 PP0667
 PP0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP0667
 PP0667.The geoid height was determined by GEOID03.
 PP0667
 PP0667.The dynamic height is computed by dividing the NAVD 88
 PP0667.geopotential number by the normal gravity value computed on the
 PP0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0667.degrees latitude (g = 980.6199 gals.).
 PP0667
 PP0667.The modeled gravity was interpolated from observed gravity values.
 PP0667
 PP0667;                    North         East     Units Scale Factor Converg.
 PP0667;SPC MN S     -   301,301.917   889,935.509   MT  0.99993614   +0 47 48.8
 PP0667;UTM  15      - 4,961,416.696   510,827.462   MT  0.99960144   +0 05 47.4
 PP0667
 PP0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0667!SPC MN S     -   0.99995743  x   0.99993614  =   0.99989357
 PP0667!UTM  15      -   0.99995743  x   0.99960144  =   0.99955888
 PP0667
 PP0667                          SUPERSEDED SURVEY CONTROL
 PP0667
 PP0667  NAD 83(1996)-  44 48 21.84378(N)    092 51 47.09612(W) AD(       ) 3
 PP0667  NAD 83(1986)-  44 48 21.84282(N)    092 51 47.09705(W) AD(       ) 3
 PP0667  NAD 27      -  44 48 21.95976(N)    092 51 46.35584(W) AD(       ) 3
 PP0667  NGVD 29 (??/??/92)  300.113  (m)          984.62   (f) ADJ UNCH    2 1
 PP0667
 PP0667.Superseded values are not recommended for survey control.
 PP0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0667.See file dsdata.txt to determine how the superseded data were derived.
 PP0667
 PP0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1082761417(NAD 83)
 PP0667_MARKER: DD = SURVEY DISK
 PP0667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0667_SP_SET: MONUMENT
 PP0667_STAMPING: 8208 B 1975
 PP0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0667
 PP0667  HISTORY     - Date     Condition        Report By
 PP0667  HISTORY     - 1975     MONUMENTED       MNHD
 PP0667  HISTORY     - 1976     GOOD             MNDT
 PP0667  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 PP0667
 PP0667                          STATION DESCRIPTION
 PP0667
 PP0667'DESCRIBED BY MN HIGHWAY DEPT 1975 (DKH)
 PP0667'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED 8208 B 1975, IS
 PP0667'SET IN A PRECAST CONCRETE MONUMENT AND IS DOWN 0.5 FOOT BELOW THE
 PP0667'SURFACE OF THE GROUND.  THE MARK IS 559 FEET NORTH OF THE JUNCTION
 PP0667'OF TRUNK HIGHWAY 95 AND 100TH STREET, 31.5 FEET WEST OF THE
 PP0667'CENTERLINE OF TRUNK HIGHWAY 95, 10 FEET NORTH OF A FENCE ENTRANCE,
 PP0667'AND 1 FOOT EAST OF A STEEL WITNESS POST.
 PP0667'
 PP0667'NEAREST TOWN--HASTINGS.
 PP0667
 PP0667                          STATION RECOVERY (1976)
 PP0667
 PP0667'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 PP0667'IN COTTAGE GROVE.
 PP0667'THE MARK IS LOCATED 2.05 MILES NORTH ALONG TRUNK HIGHWAY 95 FROM THE
 PP0667'JUNCTION OF TRUNK HIGHWAYS 10, 61 AND 95 AT THE SOUTHEAST CORNER OF
 PP0667'COTTAGE GROVE.  IT IS AT TRUNK HIGHWAY 95 MILEPOINT 125.25.  IT IS
 PP0667'559.0 FEET NORTH OF THE JUNCTION OF TRUNK HIGHWAY 95 AND 110TH STREET,
 PP0667'31.5 FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY
 PP0667'95, AND 10.0 FEET NORTH OF A FENCE ENTRANCE.  IT IS SET IN THE TOP OF
 PP0667'A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT IS BURIED 0.5 FOOT BELOW
 PP0667'THE SURFACE OF THE GROUND AND IS 1 FOOT EAST OF A STEEL WITNESS POST.
 PP0667'SE 1/4 SECTION 24, T 27N, R 19W.
 PP0667
 PP0667                          STATION RECOVERY (2005)
 PP0667
 PP0667'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP0667'MARK NOT FOUND, WITNESS POST MISSING AND AREA IS COVERED WITH TALL
 PP0667'WEEDS. GPS COORDINATES NOT ACCURATE ENOUGH FOR LOCATING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0674 ***********************************************************************
 PP0674  DESIGNATION -  8208 D
 PP0674  PID         -  PP0674
 PP0674  STATE/COUNTY-  MN/WASHINGTON
 PP0674  USGS QUAD   -  PRESCOTT (1993)
 PP0674
 PP0674                         *CURRENT SURVEY CONTROL
 PP0674  ___________________________________________________________________
 PP0674* NAD 83(1996)-  44 51 05.38183(N)    092 51 44.57848(W)     ADJUSTED  
 PP0674* NAVD 88     -       293.692  (meters)     963.55   (feet)  ADJUSTED  
 PP0674  ___________________________________________________________________
 PP0674  LAPLACE CORR-         -13.45  (seconds)                    DEFLEC99
 PP0674  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 PP0674  DYNAMIC HT  -         293.670 (meters)     963.48  (feet)  COMP
 PP0674  MODELED GRAV-     980,535.2   (mgal)                       NAVD 88
 PP0674
 PP0674  HORZ ORDER  -  SECOND
 PP0674  VERT ORDER  -  SECOND    CLASS I
 PP0674
 PP0674.The horizontal coordinates were established by classical geodetic methods
 PP0674.and adjusted by the National Geodetic Survey in March 1999..
 PP0674
 PP0674.The orthometric height was determined by differential leveling
 PP0674.and adjusted by the National Geodetic Survey in June 1991..
 PP0674
 PP0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP0674
 PP0674.The geoid height was determined by GEOID03.
 PP0674
 PP0674.The dynamic height is computed by dividing the NAVD 88
 PP0674.geopotential number by the normal gravity value computed on the
 PP0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0674.degrees latitude (g = 980.6199 gals.).
 PP0674
 PP0674.The modeled gravity was interpolated from observed gravity values.
 PP0674
 PP0674;                    North         East     Units Scale Factor Converg.
 PP0674;SPC MN S     -   306,349.915   889,920.672   MT  0.99994067   +0 47 50.6
 PP0674;UTM  15      - 4,966,462.798   510,874.313   MT  0.99960145   +0 05 49.4
 PP0674
 PP0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0674!SPC MN S     -   0.99995841  x   0.99994067  =   0.99989909
 PP0674!UTM  15      -   0.99995841  x   0.99960145  =   0.99955988
 PP0674
 PP0674:                Primary Azimuth Mark                     Grid Az
 PP0674:SPC MN S     -  MEYER                                    108 26 15.8
 PP0674:UTM  15      -  MEYER                                    109 08 17.0
 PP0674
 PP0674|---------------------------------------------------------------------|
 PP0674| PID    Reference Object                     Distance      Geod. Az  |
 PP0674|                                                           dddmmss.s |
 PP0674| PP0673 MEYER                               APPROX. 0.6 KM 1091406.4 |
 PP0674|---------------------------------------------------------------------|
 PP0674
 PP0674                          SUPERSEDED SURVEY CONTROL
 PP0674
 PP0674  NAD 83(1996)-  44 51 05.37448(N)    092 51 44.57473(W) AD(       ) 2
 PP0674  NAD 83(1986)-  44 51 05.37353(N)    092 51 44.57513(W) AD(       ) 2
 PP0674  NAD 27      -  44 51 05.49000(N)    092 51 43.82860(W) AD(       ) 2
 PP0674  NGVD 29 (??/??/92)  293.646  (m)          963.40   (f) ADJ UNCH    2 1
 PP0674
 PP0674.Superseded values are not recommended for survey control.
 PP0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0674.See file dsdata.txt to determine how the superseded data were derived.
 PP0674
 PP0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1087466463(NAD 83)
 PP0674_MARKER: DD = SURVEY DISK
 PP0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0674_SP_SET: MONUMENT
 PP0674_STAMPING: 8208 D 1975
 PP0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0674+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 PP0674
 PP0674  HISTORY     - Date     Condition        Report By
 PP0674  HISTORY     - 1975     MONUMENTED       MNHD
 PP0674  HISTORY     - 1976     GOOD             MNDT
 PP0674  HISTORY     - 20051112 GOOD             USPSQD
 PP0674
 PP0674                          STATION DESCRIPTION
 PP0674
 PP0674'DESCRIBED BY MN HIGHWAY DEPT 1975 (DKH)
 PP0674'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK
 PP0674'HIGHWAY 95, ABOUT 2.0 MILES NORTH OF HASTINGS, GO NORTH ON TRUNK
 PP0674'HIGHWAY 95 FOR 4.95 MILES TO COUNTY ROAD 20, TURN RIGHT AND GO EAST
 PP0674'ON COUNTY ROAD 20 FOR 0.4 MILE TO MR. MEYERS FARM ENTRANCE ON THE
 PP0674'LEFT, TURN LEFT AND GO NORTH AND WEST THROUGH THE FARMYARD FOR
 PP0674'0.2 MILE TO THE NORTHWEST CORNER, NEAR THE BIN SITE, AND STATION
 PP0674'MEYER MNHD.
 PP0674'
 PP0674'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED 8208 D IS SET IN A
 PP0674'6 FOOT PRE-CAST CONCRETE MONUMENT AND IS FLUSH WITH THE SURFACE OF
 PP0674'THE GROUND.  THE MARK IS 29.0 FEET EAST OF THE CENTERLINE OF TRUNK
 PP0674'HIGHWAY 95, 1.7 FEET WEST OF A CORNER FENCE POST, 20.0 FEET NORTH
 PP0674'OF THE CENTER OF A FIELD ENTRANCE, 157.2 FEET NORTH OF A POWER POLE
 PP0674'WITH A GUY WIRE, AND 0.9 FEET WEST OF A STEEL WITNESS POST.
 PP0674'
 PP0674'TO REACH MARK FROM THE STATION GO SOUTH THROUGH THE FARMYARD TO
 PP0674'TO EAST-WEST COUNTY ROAD 20, TURN RIGHT AND GO WEST
 PP0674'ON COUNTY ROAD 20 FOR 0.4 MILE TO THE INTERSECTION OF
 PP0674'TRUNK HIGHWAY 95, TURN RIGHT AND
 PP0674'GO NORTH ON TRUNK HIGHWAY 95 FOR 0.25 MILE TO THE MARK ON THE
 PP0674'RIGHT.
 PP0674'
 PP0674'NEAREST TOWN--HASTINGS.
 PP0674
 PP0674                          STATION RECOVERY (1976)
 PP0674
 PP0674'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 PP0674'IN COTTAGE GROVE.
 PP0674'THE MARK IS LOCATED 5.25 MILES NORTH ALONG TRUNK HIGHWAY 95 FROM THE
 PP0674'JUNCTION OF TRUNK HIGHWAYS 10, 61 AND 95 AT THE SOUTHEAST CORNER OF
 PP0674'COTTAGE GROVE.  IT IS ABOUT 1300 FEET NORTH OF JUNCTION OF COUNTY ROAD
 PP0674'30 AND TRUNK HIGHWAY 95 AND IS AT TRUNK HIGHWAY 95 MILEPOINT 122.2. IT
 PP0674'IS 29.6 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK
 PP0674'HIGHWAY 95, 11.1 FEET NORTHEAST OF AN 18 INCH CORRUGATED METAL CULVERT
 PP0674'UNDER AN ENTRANCE (EAST), 17.8 FEET NORTH OF THE CENTERLINE OF FENCE
 PP0674'ENTRANCE, 1.3 FEET WEST OF A CORNER FENCE POST AND 26.9 FEET WEST OF A
 PP0674'36 INCH BOX ELDER ON A FENCE LINE.  IT IS SET IN THE TOP OF A PRECAST
 PP0674'CONCRETE MONUMENT (MAGNETIC) THAT IS FLUSH WITH THE SURFACE OF THE
 PP0674'GROUND AND IS 0.5 FOOT WEST OF A STEEL WITNESS POST. SW 1/4 SECTION 6,
 PP0674'T 27N, R 21W.
 PP0674
 PP0674                          STATION RECOVERY (2005)
 PP0674
 PP0674'RECOVERY NOTE BY US POWER SQUADRON 2005
 PP0674'CORRECTION, REMOVE 17.8 FEET N...ENTRANCE, AND 1.3 FT...FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0676 ***********************************************************************
 PP0676  DESIGNATION -  8208 E
 PP0676  PID         -  PP0676
 PP0676  STATE/COUNTY-  MN/WASHINGTON
 PP0676  USGS QUAD   -  PRESCOTT (1993)
 PP0676
 PP0676                         *CURRENT SURVEY CONTROL
 PP0676  ___________________________________________________________________
 PP0676* NAD 83(1986)-  44 51 42.     (N)    092 51 43.     (W)     SCALED    
 PP0676* NAVD 88     -       312.784  (meters)    1026.19   (feet)  ADJUSTED  
 PP0676  ___________________________________________________________________
 PP0676  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 PP0676  DYNAMIC HT  -         312.762 (meters)    1026.12  (feet)  COMP
 PP0676  MODELED GRAV-     980,537.6   (mgal)                       NAVD 88
 PP0676
 PP0676  VERT ORDER  -  SECOND    CLASS I
 PP0676
 PP0676.The horizontal coordinates were scaled from a topographic map and have
 PP0676.an estimated accuracy of +/- 6 seconds.
 PP0676
 PP0676.The orthometric height was determined by differential leveling
 PP0676.and adjusted by the National Geodetic Survey in June 1991..
 PP0676
 PP0676.The geoid height was determined by GEOID03.
 PP0676
 PP0676.The dynamic height is computed by dividing the NAVD 88
 PP0676.geopotential number by the normal gravity value computed on the
 PP0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0676.degrees latitude (g = 980.6199 gals.).
 PP0676
 PP0676.The modeled gravity was interpolated from observed gravity values.
 PP0676
 PP0676;                    North         East    Units  Estimated Accuracy
 PP0676;SPC MN S     -   307,480.      889,940.      MT  (+/- 180 meters Scaled)
 PP0676
 PP0676                          SUPERSEDED SURVEY CONTROL
 PP0676
 PP0676  NGVD 29 (??/??/92)  312.739  (m)         1026.04   (f) ADJ UNCH    2 1
 PP0676
 PP0676.Superseded values are not recommended for survey control.
 PP0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0676.See file dsdata.txt to determine how the superseded data were derived.
 PP0676
 PP0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK109675(NAD 83)
 PP0676_MARKER: DD = SURVEY DISK
 PP0676_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0676_SP_SET: MONUMENT
 PP0676_STAMPING: 8208 E
 PP0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0676
 PP0676  HISTORY     - Date     Condition        Report By
 PP0676  HISTORY     - UNK      MONUMENTED       MNDT
 PP0676  HISTORY     - 1976     GOOD             MNDT
 PP0676
 PP0676                          STATION DESCRIPTION
 PP0676
 PP0676'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP0676'IN COTTAGE GROVE.
 PP0676'THE MARK IS LOCATED 5.95 MILES NORTH ALONG TRUNK HIGHWAY 95 FROM THE
 PP0676'JUNCTION OF TRUNK HIGHWAYS 10, 61 AND 95 AT THE SOUTHEAST CORNER OF
 PP0676'COTTAGE GROVE.  IT IS AT TRUNK HIGHWAY 95 MILEPOINT 121.5.  IT IS
 PP0676'250.0 FEET SOUTH OF 60TH STREET, 27.5 FEET EAST OF AND ABOUT 3 FEET
 PP0676'HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 95, 18.0 FEET NORTHWEST OF
 PP0676'A 24 INCH MAPLE TREE, 17.0 FEET NORTH OF ENTRANCE TO AN ABANDONED
 PP0676'FARMSTEAD AND 3.0 FEET NORTH OF A POWER POLE.  IT IS SET IN THE TOP OF
 PP0676'A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT PROJECTS 0.1 FOOT ABOVE
 PP0676'THE SURFACE OF THE GROUND AND IS 1.0 FOOT WEST OF A STEEL WITNESS
 PP0676'POST.  NW 1/4 SECTION 6, T 27N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0681 ***********************************************************************
 PP0681  DESIGNATION -  8208 F
 PP0681  PID         -  PP0681
 PP0681  STATE/COUNTY-  MN/WASHINGTON
 PP0681  USGS QUAD   -  HUDSON (1993)
 PP0681
 PP0681                         *CURRENT SURVEY CONTROL
 PP0681  ___________________________________________________________________
 PP0681* NAD 83(1986)-  44 53 30.     (N)    092 51 49.     (W)     SCALED    
 PP0681* NAVD 88     -       303.713  (meters)     996.43   (feet)  ADJUSTED  
 PP0681  ___________________________________________________________________
 PP0681  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 PP0681  DYNAMIC HT  -         303.694 (meters)     996.37  (feet)  COMP
 PP0681  MODELED GRAV-     980,545.7   (mgal)                       NAVD 88
 PP0681
 PP0681  VERT ORDER  -  SECOND    CLASS I
 PP0681
 PP0681.The horizontal coordinates were scaled from a topographic map and have
 PP0681.an estimated accuracy of +/- 6 seconds.
 PP0681
 PP0681.The orthometric height was determined by differential leveling
 PP0681.and adjusted by the National Geodetic Survey in June 1991..
 PP0681
 PP0681.The geoid height was determined by GEOID03.
 PP0681
 PP0681.The dynamic height is computed by dividing the NAVD 88
 PP0681.geopotential number by the normal gravity value computed on the
 PP0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0681.degrees latitude (g = 980.6199 gals.).
 PP0681
 PP0681.The modeled gravity was interpolated from observed gravity values.
 PP0681
 PP0681;                    North         East    Units  Estimated Accuracy
 PP0681;SPC MN S     -   310,810.      889,760.      MT  (+/- 180 meters Scaled)
 PP0681
 PP0681                          SUPERSEDED SURVEY CONTROL
 PP0681
 PP0681  NGVD 29 (??/??/92)  303.671  (m)          996.29   (f) ADJ UNCH    2 1
 PP0681
 PP0681.Superseded values are not recommended for survey control.
 PP0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0681.See file dsdata.txt to determine how the superseded data were derived.
 PP0681
 PP0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK107709(NAD 83)
 PP0681_MARKER: DD = SURVEY DISK
 PP0681_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0681_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0681_STAMPING: 8208 F 1975
 PP0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0681
 PP0681  HISTORY     - Date     Condition        Report By
 PP0681  HISTORY     - 1975     MONUMENTED       MNDT
 PP0681  HISTORY     - 1976     GOOD             MNDT
 PP0681
 PP0681                          STATION DESCRIPTION
 PP0681
 PP0681'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP0681'IN WOODBURY.
 PP0681'THE MARK IS LOCATED 0.05 MILE WEST ALONG COUNTY ROAD 18 FROM THE
 PP0681'INTERSECTION OF TRUNK HIGHWAY 95 (EAST AND SOUTH) AND COUNTY ROADS 18
 PP0681'(WEST) AND 15 (NORTH) WHICH IS AT TRUNK HIGHWAY 95 MILEPOINT 119.5. IT
 PP0681'IS 71.0 FEET NORTH AND ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF
 PP0681'COUNTY ROAD 18, 9.3 FEET SOUTH OF AN EAST-WEST FENCE, 3.2 FEET EAST OF
 PP0681'A POWER POLE (WEST ONE OF 2 POLES, WITH 2 TRANSFORMERS), 10.4 FEET
 PP0681'WEST OF A POWER POLE (EAST ONE OF 2 POLES AND WITH 2 TRANSFORMERS),
 PP0681'AND 71.5 FEET EAST OF A WOOD FENCE CORNER POST.  IT IS A STANDARD MNHD
 PP0681'VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO THE TOP OF A 11 FOOT
 PP0681'LONG COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL.  IT IS FLUSH WITH THE
 PP0681'SURFACE OF THE GROUND AND IS 1.0 FEET SOUTH OF A STEEL WITNESS POST.
 PP0681'SE 1/4 SECTION 24, T 28N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0682 ***********************************************************************
 PP0682  DESIGNATION -  8208 F 1
 PP0682  PID         -  PP0682
 PP0682  STATE/COUNTY-  MN/WASHINGTON
 PP0682  USGS QUAD   -  HUDSON (1993)
 PP0682
 PP0682                         *CURRENT SURVEY CONTROL
 PP0682  ___________________________________________________________________
 PP0682* NAD 83(1986)-  44 53 30.     (N)    092 51 19.     (W)     SCALED    
 PP0682* NAVD 88     -       312.205  (meters)    1024.29   (feet)  ADJUSTED  
 PP0682  ___________________________________________________________________
 PP0682  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 PP0682  DYNAMIC HT  -         312.185 (meters)    1024.23  (feet)  COMP
 PP0682  MODELED GRAV-     980,543.9   (mgal)                       NAVD 88
 PP0682
 PP0682  VERT ORDER  -  SECOND    CLASS I
 PP0682
 PP0682.The horizontal coordinates were scaled from a topographic map and have
 PP0682.an estimated accuracy of +/- 6 seconds.
 PP0682
 PP0682.The orthometric height was determined by differential leveling
 PP0682.and adjusted by the National Geodetic Survey in June 1991..
 PP0682
 PP0682.The geoid height was determined by GEOID03.
 PP0682
 PP0682.The dynamic height is computed by dividing the NAVD 88
 PP0682.geopotential number by the normal gravity value computed on the
 PP0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0682.degrees latitude (g = 980.6199 gals.).
 PP0682
 PP0682.The modeled gravity was interpolated from observed gravity values.
 PP0682
 PP0682;                    North         East    Units  Estimated Accuracy
 PP0682;SPC MN S     -   310,820.      890,420.      MT  (+/- 180 meters Scaled)
 PP0682
 PP0682                          SUPERSEDED SURVEY CONTROL
 PP0682
 PP0682  NGVD 29 (??/??/92)  312.163  (m)         1024.15   (f) ADJ UNCH    2 1
 PP0682
 PP0682.Superseded values are not recommended for survey control.
 PP0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0682.See file dsdata.txt to determine how the superseded data were derived.
 PP0682
 PP0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK114709(NAD 83)
 PP0682_MARKER: DD = SURVEY DISK
 PP0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0682_SP_SET: CONCRETE BASE
 PP0682_STAMPING: 8208 F 1 1975
 PP0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0682
 PP0682  HISTORY     - Date     Condition        Report By
 PP0682  HISTORY     - 1975     MONUMENTED       MNDT
 PP0682  HISTORY     - 1976     GOOD             MNDT
 PP0682
 PP0682                          STATION DESCRIPTION
 PP0682
 PP0682'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP0682'IN AFTON.
 PP0682'THE MARK IS LOCATED 0.4 MILE EAST ALONG TRUNK HIGHWAY 95 FROM THE
 PP0682'INTERSECTION OF TRUNK HIGHWAY 95 (EAST AND SOUTH) AND COUNTY ROAD 18
 PP0682'(WEST) AND 15 (NORTH).  IT IS AT TRUNK HIGHWAY 95 MILEPOINT 119.1. IT
 PP0682'IS 57.0 FEET NORTH AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK
 PP0682'HIGHWAY 95.  IT IS A STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM)
 PP0682'DISK CEMENTED IN THE SOUTHEAST CORNER OF THE CONCRETE BASE FOR THE
 PP0682'SOUTHEAST LEG OF THE STEEL TOWER (NUMBER 63) FOR A NORTH-SOUTH POWER
 PP0682'TRANSMISSION LINE.  SW 1/4 SECTION 19, T 28N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0683 ***********************************************************************
 PP0683  DESIGNATION -  8208 G
 PP0683  PID         -  PP0683
 PP0683  STATE/COUNTY-  MN/WASHINGTON
 PP0683  USGS QUAD   -  HUDSON (1993)
 PP0683
 PP0683                         *CURRENT SURVEY CONTROL
 PP0683  ___________________________________________________________________
 PP0683* NAD 83(1986)-  44 53 36.     (N)    092 50 31.     (W)     SCALED    
 PP0683* NAVD 88     -       284.050  (meters)     931.92   (feet)  ADJUSTED  
 PP0683  ___________________________________________________________________
 PP0683  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 PP0683  DYNAMIC HT  -         284.031 (meters)     931.86  (feet)  COMP
 PP0683  MODELED GRAV-     980,541.3   (mgal)                       NAVD 88
 PP0683
 PP0683  VERT ORDER  -  SECOND    CLASS I
 PP0683
 PP0683.The horizontal coordinates were scaled from a topographic map and have
 PP0683.an estimated accuracy of +/- 6 seconds.
 PP0683
 PP0683.The orthometric height was determined by differential leveling
 PP0683.and adjusted by the National Geodetic Survey in June 1991..
 PP0683
 PP0683.The geoid height was determined by GEOID03.
 PP0683
 PP0683.The dynamic height is computed by dividing the NAVD 88
 PP0683.geopotential number by the normal gravity value computed on the
 PP0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0683.degrees latitude (g = 980.6199 gals.).
 PP0683
 PP0683.The modeled gravity was interpolated from observed gravity values.
 PP0683
 PP0683;                    North         East    Units  Estimated Accuracy
 PP0683;SPC MN S     -   311,020.      891,470.      MT  (+/- 180 meters Scaled)
 PP0683
 PP0683                          SUPERSEDED SURVEY CONTROL
 PP0683
 PP0683  NGVD 29 (??/??/92)  284.008  (m)          931.78   (f) ADJ UNCH    2 1
 PP0683
 PP0683.Superseded values are not recommended for survey control.
 PP0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0683.See file dsdata.txt to determine how the superseded data were derived.
 PP0683
 PP0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK124711(NAD 83)
 PP0683_MARKER: DD = SURVEY DISK
 PP0683_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0683_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0683_STAMPING: 8208 G 1975
 PP0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0683
 PP0683  HISTORY     - Date     Condition        Report By
 PP0683  HISTORY     - 1975     MONUMENTED       MNDT
 PP0683  HISTORY     - 1976     GOOD             MNDT
 PP0683
 PP0683                          STATION DESCRIPTION
 PP0683
 PP0683'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP0683'IN AFTON.
 PP0683'THE MARK IS LOCATED 7.65 MILE SOUTH, SOUTHWESTERLY AND WEST ALONG
 PP0683'TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAYS 12 AND 95 IN
 PP0683'LAKELAND.  THENCE NORTH ALONG COUNTY ROAD 71 (NEAL AVENUE) FOR 0.1
 PP0683'MILE.  COUNTY ROAD 71 IS 1 MILE EAST ALONG TRUNK HIGHWAY 95 FROM THE
 PP0683'INTERSECTION OF TRUNK HIGHWAY 95 (SOUTH AND EAST) AND COUNTY ROADS 18
 PP0683'(WEST) AND 15 (NORTH).  IT IS 4.5 FEET EAST OF AND ABOUT 8 FEET LOWER
 PP0683'THAN COUNTY ROAD 71, 2.6 FEET SOUTHWEST OF POWER POLE NUMBER 35, AND
 PP0683'85 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE EAST.  IT IS A
 PP0683'STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO THE TOP
 PP0683'OF A 29 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL.  IT IS
 PP0683'FLUSH WITH THE SURFACE OF THE GROUND AND IS 1.0 FOOT WEST OF A STEEL
 PP0683'WITNESS POST.  SW 1/4 SECTION 20, T 28N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0685 ***********************************************************************
 PP0685  DESIGNATION -  8208 H
 PP0685  PID         -  PP0685
 PP0685  STATE/COUNTY-  MN/WASHINGTON
 PP0685  USGS QUAD   -  HUDSON (1993)
 PP0685
 PP0685                         *CURRENT SURVEY CONTROL
 PP0685  ___________________________________________________________________
 PP0685* NAD 83(1986)-  44 53 30.     (N)    092 48 49.     (W)     SCALED    
 PP0685* NAVD 88     -       277.891  (meters)     911.71   (feet)  ADJUSTED  
 PP0685  ___________________________________________________________________
 PP0685  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 PP0685  DYNAMIC HT  -         277.870 (meters)     911.65  (feet)  COMP
 PP0685  MODELED GRAV-     980,533.7   (mgal)                       NAVD 88
 PP0685
 PP0685  VERT ORDER  -  SECOND    CLASS I
 PP0685
 PP0685.The horizontal coordinates were scaled from a topographic map and have
 PP0685.an estimated accuracy of +/- 6 seconds.
 PP0685
 PP0685.The orthometric height was determined by differential leveling
 PP0685.and adjusted by the National Geodetic Survey in June 1991..
 PP0685
 PP0685.The geoid height was determined by GEOID03.
 PP0685
 PP0685.The dynamic height is computed by dividing the NAVD 88
 PP0685.geopotential number by the normal gravity value computed on the
 PP0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0685.degrees latitude (g = 980.6199 gals.).
 PP0685
 PP0685.The modeled gravity was interpolated from observed gravity values.
 PP0685
 PP0685;                    North         East    Units  Estimated Accuracy
 PP0685;SPC MN S     -   310,870.      893,710.      MT  (+/- 180 meters Scaled)
 PP0685
 PP0685                          SUPERSEDED SURVEY CONTROL
 PP0685
 PP0685  NGVD 29 (??/??/92)  277.847  (m)          911.57   (f) ADJ UNCH    2 1
 PP0685
 PP0685.Superseded values are not recommended for survey control.
 PP0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0685.See file dsdata.txt to determine how the superseded data were derived.
 PP0685
 PP0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK147709(NAD 83)
 PP0685_MARKER: DD = SURVEY DISK
 PP0685_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0685_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0685_STAMPING: 8208 H 1976
 PP0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0685
 PP0685  HISTORY     - Date     Condition        Report By
 PP0685  HISTORY     - 1976     MONUMENTED       MNDT
 PP0685
 PP0685                          STATION DESCRIPTION
 PP0685
 PP0685'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP0685'IN AFTON.
 PP0685'THE MARK IS LOCATED 6.15 SOUTH AND SOUTHWESTERLY ALONG TRUNK HIGHWAY
 PP0685'95 FROM THE JUNCTION OF TRUNK HIGHWAYS 12 AND 95 AT LAKELAND.  THENCE
 PP0685'NORTH ALONG TRADING POST ROAD FOR 277.0 FEET (MEASURED).  TRADING POST
 PP0685'ROAD (TRUNK HIGHWAY 95 MILEPOINT 117.05) IS 2.4 MILE EAST ALONG TRUNK
 PP0685'HIGHWAY 95 FROM THE INTERSECTION OF TRUNK HIGHWAY 95 (EAST AND SOUTH)
 PP0685'AND COUNTY ROADS 18 (WEST) AND 15 (NORTH).  IT IS 27.0 FEET EAST OF
 PP0685'AND ABOUT ONE FOOT LOWER THAN THE CENTER OF TRADING POST ROAD, AND 2.5
 PP0685'FEET SOUTHEAST OF A POWER POLE.  IT IS A STANDARD MNHD VERTICAL
 PP0685'CONTROL MONUMENT (VCM) DISK CRIMPED TO THE TOP OF A 8 FOOT LONG
 PP0685'COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL.  IT PROJECTS 2 INCHES ABOVE
 PP0685'THE SURFACE OF THE GROUND AND IS 1.0 FOOT SOUTH OF A STEEL WITNESS
 PP0685'POST.  SW 1/4 SECTION 21, T 28N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0686 ***********************************************************************
 PP0686  DESIGNATION -  8208 J
 PP0686  PID         -  PP0686
 PP0686  STATE/COUNTY-  MN/WASHINGTON
 PP0686  USGS QUAD   -  HUDSON (1993)
 PP0686
 PP0686                         *CURRENT SURVEY CONTROL
 PP0686  ___________________________________________________________________
 PP0686* NAD 83(1986)-  44 54 06.     (N)    092 47 49.     (W)     SCALED    
 PP0686* NAVD 88     -       257.759  (meters)     845.66   (feet)  ADJUSTED  
 PP0686  ___________________________________________________________________
 PP0686  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 PP0686  DYNAMIC HT  -         257.738 (meters)     845.60  (feet)  COMP
 PP0686  MODELED GRAV-     980,532.0   (mgal)                       NAVD 88
 PP0686
 PP0686  VERT ORDER  -  SECOND    CLASS I
 PP0686
 PP0686.The horizontal coordinates were scaled from a topographic map and have
 PP0686.an estimated accuracy of +/- 6 seconds.
 PP0686
 PP0686.The orthometric height was determined by differential leveling
 PP0686.and adjusted by the National Geodetic Survey in June 1991..
 PP0686
 PP0686.The geoid height was determined by GEOID03.
 PP0686
 PP0686.The dynamic height is computed by dividing the NAVD 88
 PP0686.geopotential number by the normal gravity value computed on the
 PP0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0686.degrees latitude (g = 980.6199 gals.).
 PP0686
 PP0686.The modeled gravity was interpolated from observed gravity values.
 PP0686
 PP0686;                    North         East    Units  Estimated Accuracy
 PP0686;SPC MN S     -   312,000.      895,010.      MT  (+/- 180 meters Scaled)
 PP0686
 PP0686                          SUPERSEDED SURVEY CONTROL
 PP0686
 PP0686  NGVD 29 (??/??/92)  257.714  (m)          845.52   (f) ADJ UNCH    2 1
 PP0686
 PP0686.Superseded values are not recommended for survey control.
 PP0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0686.See file dsdata.txt to determine how the superseded data were derived.
 PP0686
 PP0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK160720(NAD 83)
 PP0686_MARKER: DD = SURVEY DISK
 PP0686_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0686_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0686_STAMPING: 8208 J
 PP0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0686
 PP0686  HISTORY     - Date     Condition        Report By
 PP0686  HISTORY     - UNK      MONUMENTED       MNDT
 PP0686  HISTORY     - 1976     GOOD             MNDT
 PP0686
 PP0686                          STATION DESCRIPTION
 PP0686
 PP0686'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP0686'IN AFTON.
 PP0686'THE MARK IS LOCATED 5.0 MILES SOUTH AND WESTERLY ALONG TRUNK HIGHWAY
 PP0686'95 (MILEPOINT 115.95) FROM THE JUNCTION OF TRUNK HIGHWAYS 12 AND 95 AT
 PP0686'LAKELAND.  THENCE SOUTH ALONG A DRIVEWAY FOR 290.0 FEET (MEASURED). IT
 PP0686'IS 21.0 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER OF THE DRIVEWAY,
 PP0686'2.0 FEET WEST OF A FENCE LINE AND 18.5 FEET NORTH OF A 15 INCH ELM
 PP0686'TREE.  IT IS A STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM) DISK
 PP0686'CRIMPED TO THE TOP OF A 40 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN TO
 PP0686'REFUSAL.  IT IS BURIED 3 INCHES BELOW THE SURFACE OF THE GROUND AND IS
 PP0686'1 FOOT NORTH OF A STEEL WITNESS POST.  NW 1/4 SECTION 22, T 28N, R
 PP0686'20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0658 ***********************************************************************
 PP0658  DESIGNATION -  8208 K
 PP0658  PID         -  PP0658
 PP0658  STATE/COUNTY-  MN/WASHINGTON
 PP0658  USGS QUAD   -  HUDSON (1993)
 PP0658
 PP0658                         *CURRENT SURVEY CONTROL
 PP0658  ___________________________________________________________________
 PP0658* NAD 83(1986)-  44 54 40.     (N)    092 46 48.     (W)     SCALED    
 PP0658* NAVD 88     -       212.519  (meters)     697.24   (feet)  ADJUSTED  
 PP0658  ___________________________________________________________________
 PP0658  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 PP0658  DYNAMIC HT  -         212.501 (meters)     697.18  (feet)  COMP
 PP0658  MODELED GRAV-     980,529.4   (mgal)                       NAVD 88
 PP0658
 PP0658  VERT ORDER  -  SECOND    CLASS I
 PP0658
 PP0658.The horizontal coordinates were scaled from a topographic map and have
 PP0658.an estimated accuracy of +/- 6 seconds.
 PP0658
 PP0658.The orthometric height was determined by differential leveling
 PP0658.and adjusted by the National Geodetic Survey in June 1991..
 PP0658
 PP0658.The geoid height was determined by GEOID03.
 PP0658
 PP0658.The dynamic height is computed by dividing the NAVD 88
 PP0658.geopotential number by the normal gravity value computed on the
 PP0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0658.degrees latitude (g = 980.6199 gals.).
 PP0658
 PP0658.The modeled gravity was interpolated from observed gravity values.
 PP0658
 PP0658;                    North         East    Units  Estimated Accuracy
 PP0658;SPC MN S     -   313,070.      896,330.      MT  (+/- 180 meters Scaled)
 PP0658
 PP0658                          SUPERSEDED SURVEY CONTROL
 PP0658
 PP0658  NGVD 29 (??/??/92)  212.475  (m)          697.10   (f) ADJ UNCH    2 1
 PP0658
 PP0658.Superseded values are not recommended for survey control.
 PP0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0658.See file dsdata.txt to determine how the superseded data were derived.
 PP0658
 PP0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK173731(NAD 83)
 PP0658_MARKER: DD = SURVEY DISK
 PP0658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0658_SP_SET: ABUTMENT
 PP0658_STAMPING: 8208 K
 PP0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0658
 PP0658  HISTORY     - Date     Condition        Report By
 PP0658  HISTORY     - UNK      MONUMENTED       MNDT
 PP0658  HISTORY     - 1976     GOOD             MNDT
 PP0658
 PP0658                          STATION DESCRIPTION
 PP0658
 PP0658'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP0658'IN AFTON.
 PP0658'THE MARK IS LOCATED 3.7 MILES SOUTH ALONG TRUNK HIGHWAY 95 (MILEPOINT
 PP0658'114.65) FROM THE JUNCTION OF TRUNK HIGHWAYS 12 AND 95 AT LAKELAND. IT
 PP0658'IS A STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM) DISK CEMENTED INTO
 PP0658'A DRILL HOLE IN THE SOUTHEAST ABUTMENT OF BRIDGE NUMBER 5673 (TRUNK
 PP0658'HIGHWAY 95 OVER VALLEY BRANCH CREEK).  IT IS ABOUT 1 FOOT ABOVE THE
 PP0658'LEVEL OF TRUNK HIGHWAY 95.  SW 1/4 SECTION 14, T 28N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0657 ***********************************************************************
 PP0657  DESIGNATION -  8208 L
 PP0657  PID         -  PP0657
 PP0657  STATE/COUNTY-  MN/WASHINGTON
 PP0657  USGS QUAD   -  HUDSON (1993)
 PP0657
 PP0657                         *CURRENT SURVEY CONTROL
 PP0657  ___________________________________________________________________
 PP0657* NAD 83(1986)-  44 55 00.     (N)    092 46 31.     (W)     SCALED    
 PP0657* NAVD 88     -       215.671  (meters)     707.58   (feet)  ADJUSTED  
 PP0657  ___________________________________________________________________
 PP0657  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 PP0657  DYNAMIC HT  -         215.653 (meters)     707.52  (feet)  COMP
 PP0657  MODELED GRAV-     980,529.4   (mgal)                       NAVD 88
 PP0657
 PP0657  VERT ORDER  -  SECOND    CLASS I
 PP0657
 PP0657.The horizontal coordinates were scaled from a topographic map and have
 PP0657.an estimated accuracy of +/- 6 seconds.
 PP0657
 PP0657.The orthometric height was determined by differential leveling
 PP0657.and adjusted by the National Geodetic Survey in June 1991..
 PP0657
 PP0657.The geoid height was determined by GEOID03.
 PP0657
 PP0657.The dynamic height is computed by dividing the NAVD 88
 PP0657.geopotential number by the normal gravity value computed on the
 PP0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0657.degrees latitude (g = 980.6199 gals.).
 PP0657
 PP0657.The modeled gravity was interpolated from observed gravity values.
 PP0657
 PP0657;                    North         East    Units  Estimated Accuracy
 PP0657;SPC MN S     -   313,690.      896,700.      MT  (+/- 180 meters Scaled)
 PP0657
 PP0657                          SUPERSEDED SURVEY CONTROL
 PP0657
 PP0657  NGVD 29 (??/??/92)  215.627  (m)          707.44   (f) ADJ UNCH    2 1
 PP0657
 PP0657.Superseded values are not recommended for survey control.
 PP0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0657.See file dsdata.txt to determine how the superseded data were derived.
 PP0657
 PP0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK177737(NAD 83)
 PP0657_MARKER: DD = SURVEY DISK
 PP0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0657_SP_SET: MONUMENT
 PP0657_STAMPING: 8208 L 1976
 PP0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0657
 PP0657  HISTORY     - Date     Condition        Report By
 PP0657  HISTORY     - 1976     MONUMENTED       MNDT
 PP0657
 PP0657                          STATION DESCRIPTION
 PP0657
 PP0657'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP0657'IN ST MARYS POINT.
 PP0657'THE MARK IS LOCATED 3.2 MILES SOUTH ALONG TRUNK HIGHWAY 95 (MILEPOINT
 PP0657'114.15) FROM THE JUNCTION OF TRUNK HIGHWAYS 12 AND 95 AT LAKELAND. IT
 PP0657'IS IN THE SOUTHEAST QUADRANT OF 22ND STREET AND TRUNK HIGHWAY 95. IT
 PP0657'IS 63.7 FEET EAST OF AND ABOUT 5 FEET LOWER THAN THE CENTERLINE OF
 PP0657'TRUNK HIGHWAY 95, 19.5 FEET SOUTH OF 22ND STREET, 57.5 FEET WEST OF
 PP0657'THE WEST RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 PP0657'TRACKS, AND 7.7 FEET NORTH OF A 12 INCH OAK TREE.  IT IS SET IN THE
 PP0657'TOP OF A 6 FOOT LONG PRECAST CONCRETE MONUMENT (MAGNETIC) THAT IS
 PP0657'FLUSH WITH THE SURFACE OF THE GROUND AND IS 1.0 FOOT WEST OF A STEEL
 PP0657'WITNESS POST.  NW 1/4 SECTION 14, T 28N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0656 ***********************************************************************
 PP0656  DESIGNATION -  8208 M
 PP0656  PID         -  PP0656
 PP0656  STATE/COUNTY-  MN/WASHINGTON
 PP0656  USGS QUAD   -  HUDSON (1993)
 PP0656
 PP0656                         *CURRENT SURVEY CONTROL
 PP0656  ___________________________________________________________________
 PP0656* NAD 83(1986)-  44 55 30.     (N)    092 46 21.     (W)     SCALED    
 PP0656* NAVD 88     -       218.595  (meters)     717.17   (feet)  ADJUSTED  
 PP0656  ___________________________________________________________________
 PP0656  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 PP0656  DYNAMIC HT  -         218.578 (meters)     717.12  (feet)  COMP
 PP0656  MODELED GRAV-     980,531.2   (mgal)                       NAVD 88
 PP0656
 PP0656  VERT ORDER  -  SECOND    CLASS I
 PP0656
 PP0656.The horizontal coordinates were scaled from a topographic map and have
 PP0656.an estimated accuracy of +/- 6 seconds.
 PP0656
 PP0656.The orthometric height was determined by differential leveling
 PP0656.and adjusted by the National Geodetic Survey in June 1991..
 PP0656
 PP0656.The geoid height was determined by GEOID03.
 PP0656
 PP0656.The dynamic height is computed by dividing the NAVD 88
 PP0656.geopotential number by the normal gravity value computed on the
 PP0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0656.degrees latitude (g = 980.6199 gals.).
 PP0656
 PP0656.The modeled gravity was interpolated from observed gravity values.
 PP0656
 PP0656;                    North         East    Units  Estimated Accuracy
 PP0656;SPC MN S     -   314,620.      896,900.      MT  (+/- 180 meters Scaled)
 PP0656
 PP0656                          SUPERSEDED SURVEY CONTROL
 PP0656
 PP0656  NGVD 29 (??/??/92)  218.552  (m)          717.03   (f) ADJ UNCH    2 1
 PP0656
 PP0656.Superseded values are not recommended for survey control.
 PP0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0656.See file dsdata.txt to determine how the superseded data were derived.
 PP0656
 PP0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK179746(NAD 83)
 PP0656_MARKER: DD = SURVEY DISK
 PP0656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0656_SP_SET: MONUMENT
 PP0656_STAMPING: 8208 M
 PP0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0656
 PP0656  HISTORY     - Date     Condition        Report By
 PP0656  HISTORY     - UNK      MONUMENTED       MNDT
 PP0656  HISTORY     - 1976     GOOD             MNDT
 PP0656
 PP0656                          STATION DESCRIPTION
 PP0656
 PP0656'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP0656'IN LAKE ST CROIX BEACH.
 PP0656'THE MARK IS LOCATED 2.6 MILES SOUTH ALONG TRUNK HIGHWAY 95 (MILEPOINT
 PP0656'113.6) FROM THE JUNCTION OF TRUNK HIGHWAYS 12 AND 95 AT LAKELAND.  IT
 PP0656'IS 70.0 FEET WEST OF AND ABOUT 4 FEET LOWER THAN THE CENTERLINE OF
 PP0656'TRUNK HIGHWAY 95, 200.0 FEET NORTH OF THE ENTRANCE TO GREGS BODY SHOP,
 PP0656'AND 4.0 FEET NORTH OF A TELEPHONE POLE.  IT IS SET IN THE TOP OF 6
 PP0656'FOOT LONG PRECAST CONCRETE MONUMENT (MAGNETIC) THAT IS FLUSH WITH THE
 PP0656'SURFACE OF THE GROUND.  SW 1/4 SECTION 11, T 28N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0653 ***********************************************************************
 PP0653  DESIGNATION -  8208 N
 PP0653  PID         -  PP0653
 PP0653  STATE/COUNTY-  MN/WASHINGTON
 PP0653  USGS QUAD   -  HUDSON (1993)
 PP0653
 PP0653                         *CURRENT SURVEY CONTROL
 PP0653  ___________________________________________________________________
 PP0653* NAD 83(1986)-  44 56 54.     (N)    092 46 19.     (W)     SCALED    
 PP0653* NAVD 88     -       220.576  (meters)     723.67   (feet)  ADJUSTED  
 PP0653  ___________________________________________________________________
 PP0653  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 PP0653  DYNAMIC HT  -         220.560 (meters)     723.62  (feet)  COMP
 PP0653  MODELED GRAV-     980,541.3   (mgal)                       NAVD 88
 PP0653
 PP0653  VERT ORDER  -  SECOND    CLASS I
 PP0653
 PP0653.The horizontal coordinates were scaled from a topographic map and have
 PP0653.an estimated accuracy of +/- 6 seconds.
 PP0653
 PP0653.The orthometric height was determined by differential leveling
 PP0653.and adjusted by the National Geodetic Survey in June 1991..
 PP0653
 PP0653.The geoid height was determined by GEOID03.
 PP0653
 PP0653.The dynamic height is computed by dividing the NAVD 88
 PP0653.geopotential number by the normal gravity value computed on the
 PP0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0653.degrees latitude (g = 980.6199 gals.).
 PP0653
 PP0653.The modeled gravity was interpolated from observed gravity values.
 PP0653
 PP0653;                    North         East    Units  Estimated Accuracy
 PP0653;SPC MN S     -   317,210.      896,910.      MT  (+/- 180 meters Scaled)
 PP0653
 PP0653                          SUPERSEDED SURVEY CONTROL
 PP0653
 PP0653  NGVD 29 (??/??/92)  220.538  (m)          723.55   (f) ADJ UNCH    2 1
 PP0653
 PP0653.Superseded values are not recommended for survey control.
 PP0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0653.See file dsdata.txt to determine how the superseded data were derived.
 PP0653
 PP0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK179772(NAD 83)
 PP0653_MARKER: DV = VERTICAL CONTROL DISK
 PP0653_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP0653_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0653_STAMPING: 8208 N 1975
 PP0653_MARK LOGO: MNDT  
 PP0653_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0653+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 PP0653
 PP0653  HISTORY     - Date     Condition        Report By
 PP0653  HISTORY     - 1975     MONUMENTED       MNDT
 PP0653  HISTORY     - 1976     GOOD             MNDT
 PP0653  HISTORY     - 19900305 GOOD             MNDT
 PP0653  HISTORY     - 20030920 GOOD             USPSQD
 PP0653  HISTORY     - 20050917 GOOD             USPSQD
 PP0653
 PP0653                          STATION DESCRIPTION
 PP0653
 PP0653'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP0653'IN LAKELAND.
 PP0653'THE MARK IS LOCATED 1.0 MILE SOUTH ALONG TRUNK HIGHWAY 95 FROM THE
 PP0653'JUNCTION OF TRUNK HIGHWAY 12 AND 95 AT LAKELAND.  IT IS 77.8 FEET WEST
 PP0653'OF AND ABOUT 3 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 95,
 PP0653'22.3 FEET WEST OF THE CENTER OF THE FRONTAGE ROAD, 2.4 FEET WEST OF A
 PP0653'POWER POLE, 93.8 FEET NORTHWEST OF TRUNK HIGHWAY 95 MILEPOST 112, 86.5
 PP0653'FEET EAST-NORTHEAST OF THE NORTHEAST CORNER AND 27.0 FEET NORTH OF THE
 PP0653'CENTER OF THE NORTH ENTRANCE OF A COMMERCIAL BUILDING (ST. CROIX
 PP0653'SPORTS AND TRAVEL).  IT IS A STANDARD MNHD VERTICAL CONTROL MONUMENT
 PP0653'(VCM) DISK CRIMPED TO THE TOP OF A 40 FOOT LONG COPPER-CLAD ROD DRIVEN
 PP0653'TO REFUSAL.  IT IS FLUSH WITH THE SURFACE OF THE GROUND AND IS 0.7
 PP0653'FEET EAST OF A STEEL WITNESS POST.  NW 1/4 SECTION 2, T 28N, R 20W.
 PP0653
 PP0653                          STATION RECOVERY (1990)
 PP0653
 PP0653'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO)
 PP0653'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  MARK IS A
 PP0653'COPPER CLAD ROD 10 FT (3.0 M) LONG WITH FENCE POST FLANGE AT BOTTOM.
 PP0653
 PP0653                          STATION RECOVERY (2003)
 PP0653
 PP0653'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 PP0653'THE MARK WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THAT
 PP0653'TRUNK HIGHWAY 95 IS NOW WASHINGTON COUNRY ROAD 18 AND TRUNK HIGHWAY 12
 PP0653'IS NOW FAI 94
 PP0653
 PP0653                          STATION RECOVERY (2005)
 PP0653
 PP0653'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP0653'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0755 ***********************************************************************
 PP0755  DESIGNATION -  8209 A
 PP0755  PID         -  PP0755
 PP0755  STATE/COUNTY-  MN/WASHINGTON
 PP0755  USGS QUAD   -  HUDSON (1993)
 PP0755
 PP0755                         *CURRENT SURVEY CONTROL
 PP0755  ___________________________________________________________________
 PP0755* NAD 83(1986)-  44 58 16.     (N)    092 46 28.     (W)     SCALED    
 PP0755* NAVD 88     -       243.446  (meters)     798.71   (feet)  ADJUSTED  
 PP0755  ___________________________________________________________________
 PP0755  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 PP0755  DYNAMIC HT  -         243.433 (meters)     798.66  (feet)  COMP
 PP0755  MODELED GRAV-     980,556.4   (mgal)                       NAVD 88
 PP0755
 PP0755  VERT ORDER  -  SECOND    CLASS 0
 PP0755
 PP0755.The horizontal coordinates were scaled from a topographic map and have
 PP0755.an estimated accuracy of +/- 6 seconds.
 PP0755
 PP0755.The orthometric height was determined by differential leveling
 PP0755.and adjusted by the National Geodetic Survey in June 1991..
 PP0755
 PP0755.The geoid height was determined by GEOID03.
 PP0755
 PP0755.The dynamic height is computed by dividing the NAVD 88
 PP0755.geopotential number by the normal gravity value computed on the
 PP0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0755.degrees latitude (g = 980.6199 gals.).
 PP0755
 PP0755.The modeled gravity was interpolated from observed gravity values.
 PP0755
 PP0755;                    North         East    Units  Estimated Accuracy
 PP0755;SPC MN S     -   319,740.      896,670.      MT  (+/- 180 meters Scaled)
 PP0755
 PP0755                          SUPERSEDED SURVEY CONTROL
 PP0755
 PP0755  NGVD 29 (??/??/92)  243.414  (m)          798.60   (f) ADJ UNCH    2 0
 PP0755
 PP0755.Superseded values are not recommended for survey control.
 PP0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0755.See file dsdata.txt to determine how the superseded data were derived.
 PP0755
 PP0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK177797(NAD 83)
 PP0755_MARKER: DD = SURVEY DISK
 PP0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0755_SP_SET: MONUMENT
 PP0755_STAMPING: 8209 A 1971
 PP0755_MARK LOGO: MNDT  
 PP0755_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0755+STABILITY: SURFACE MOTION
 PP0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0755+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 PP0755
 PP0755  HISTORY     - Date     Condition        Report By
 PP0755  HISTORY     - 1971     MONUMENTED       MNHD
 PP0755  HISTORY     - 1980     GOOD             NGS
 PP0755  HISTORY     - 19920827 GOOD             MNDT
 PP0755  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 PP0755
 PP0755                          STATION DESCRIPTION
 PP0755
 PP0755'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP0755'IN LAKELAND.
 PP0755'MARK IS LOCATED IN LAKELAND, 0.4 MILES NORTH ALONG T.H. 95 FROM THE
 PP0755'JUNCTION OF T.H. 95 AND T.H. 12, ABOUT 500 FEET NORTH OF THE NORTH END
 PP0755'OF THE T.H. 95 DIVIDED LANES, ABOUT 300 FEET NORTHWEST OF A LARGE BARN
 PP0755'(RED), ABOUT 300 FEET WEST OF A LARGE SHED (RED), 77 FEET SOUTHEAST OF
 PP0755'THE EAST END OF A 72 INCH CATTLE PASS (TBM 95-2) UNDER T.H. 95, 74
 PP0755'FEET EAST OF, AND 1 FOOT LOWER THAN THE CENTERLINE OF T.H. 95, 1 FOOT
 PP0755'WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP0755'SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 26, T 29N, R 20W.
 PP0755
 PP0755                          STATION RECOVERY (1980)
 PP0755
 PP0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PP0755'1.1 KM (0.7 MI) NORTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF U.S.
 PP0755'HIGHWAY 12 IN LAKELAND, 0.15 KM (0.1 MI) NORTH OF THE NORTH END OF THE
 PP0755'DIVIDED LANES OF THE HIGHWAY, APPROXIMATELY 90 M NORTHWEST OF A LARGE
 PP0755'RED BARN, APPROXIMATELY 90 M WEST OF A LARGE RED SHED, 23.3 M
 PP0755'(77.0 FT) SOUTHEAST OF THE EAST END OF A 2-M CATTLE PASS UNDER THE
 PP0755'HIGHWAY, 22.4 M (74.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 PP0755'12.2 M (40.0 FT) WEST OF A FENCE.  NOTE-NOT LEVELED AT THIS TIME.
 PP0755'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 PP0755'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 PP0755
 PP0755                          STATION RECOVERY (1992)
 PP0755
 PP0755'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP0755'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PP0755
 PP0755                          STATION RECOVERY (2003)
 PP0755
 PP0755'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 PP0755'WITNESS POST FOUND BUT NO MARK FOUND. MAY BE TOO DEEP TO DETECT WITH A
 PP0755'METAL DETECTOR. JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0754 ***********************************************************************
 PP0754  DESIGNATION -  8209 B
 PP0754  PID         -  PP0754
 PP0754  STATE/COUNTY-  MN/WASHINGTON
 PP0754  USGS QUAD   -  HUDSON (1993)
 PP0754
 PP0754                         *CURRENT SURVEY CONTROL
 PP0754  ___________________________________________________________________
 PP0754* NAD 83(1986)-  44 58 46.     (N)    092 46 41.     (W)     SCALED    
 PP0754* NAVD 88     -       250.252  (meters)     821.04   (feet)  ADJUSTED  
 PP0754  ___________________________________________________________________
 PP0754  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 PP0754  DYNAMIC HT  -         250.239 (meters)     820.99  (feet)  COMP
 PP0754  MODELED GRAV-     980,560.6   (mgal)                       NAVD 88
 PP0754
 PP0754  VERT ORDER  -  SECOND    CLASS 0
 PP0754
 PP0754.The horizontal coordinates were scaled from a topographic map and have
 PP0754.an estimated accuracy of +/- 6 seconds.
 PP0754
 PP0754.The orthometric height was determined by differential leveling
 PP0754.and adjusted by the National Geodetic Survey in June 1991..
 PP0754
 PP0754.The geoid height was determined by GEOID03.
 PP0754
 PP0754.The dynamic height is computed by dividing the NAVD 88
 PP0754.geopotential number by the normal gravity value computed on the
 PP0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0754.degrees latitude (g = 980.6199 gals.).
 PP0754
 PP0754.The modeled gravity was interpolated from observed gravity values.
 PP0754
 PP0754;                    North         East    Units  Estimated Accuracy
 PP0754;SPC MN S     -   320,660.      896,370.      MT  (+/- 180 meters Scaled)
 PP0754
 PP0754                          SUPERSEDED SURVEY CONTROL
 PP0754
 PP0754  NGVD 29 (??/??/92)  250.224  (m)          820.94   (f) ADJ UNCH    2 0
 PP0754
 PP0754.Superseded values are not recommended for survey control.
 PP0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0754.See file dsdata.txt to determine how the superseded data were derived.
 PP0754
 PP0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK174806(NAD 83)
 PP0754_MARKER: DD = SURVEY DISK
 PP0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0754_SP_SET: MONUMENT
 PP0754_STAMPING: 8209 B 1971
 PP0754_MARK LOGO: MNDT  
 PP0754_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0754+STABILITY: SURFACE MOTION
 PP0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0754+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 PP0754
 PP0754  HISTORY     - Date     Condition        Report By
 PP0754  HISTORY     - 1971     MONUMENTED       MNHD
 PP0754  HISTORY     - 1980     GOOD             NGS
 PP0754  HISTORY     - 19920827 GOOD             MNDT
 PP0754  HISTORY     - 20030920 GOOD             USPSQD
 PP0754  HISTORY     - 20050917 GOOD             USPSQD
 PP0754
 PP0754                          STATION DESCRIPTION
 PP0754
 PP0754'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP0754'1.3 MI N FROM LAKELAND.
 PP0754'MARK IS LOCATED 1.3 MILES NORTH ALONG T.H. 95 FROM THE JUNCTION OF
 PP0754'T.H. 95 AND T.H. 12 IN LAKELAND, 123 FEET SOUTH OF A T ROAD WEST (22ND
 PP0754'STREET NORTH), 71 FEET SOUTH OF A FENCE CORNER, 71 FEET WEST OF AND 1
 PP0754'FOOT HIGHER THAN THE T.H. 95 CENTERLINE, 5.5 FEET EAST OF THE RIGHT OF
 PP0754'WAY FENCE, 3 FEET EAST OF A STEEL RIGHT OF WAY POST (WITH CONTROLLED
 PP0754'ACCESS SIGN), 1 FOOT EAST OF A STEEL WITNESS POST IN A 6 FOOT PRE-CAST
 PP0754'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 23, T29N,
 PP0754'R 20W.
 PP0754
 PP0754                          STATION RECOVERY (1980)
 PP0754
 PP0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PP0754'2.2 KM (1.35 MI) NORTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 PP0754'U.S. HIGHWAY 12 IN LAKELAND, 21.5 M (71.0 FT) WEST OF THE CENTERLINE
 PP0754'OF THE HIGHWAY, 37.3 M (123 FT) SOUTH OF THE CENTERLINE OF 22ND STREET
 PP0754'NORTH LEADING WEST, 21.5 M (71.0 FT) SOUTH OF A CORNER FENCE POST,
 PP0754'1.7 M (5.5 FT) EAST OF A FENCE, 0.9 M (3.0 FT) EAST OF A STEEL
 PP0754'RIGHT-OF-WAY POST.  NOTE-NOT LEVELED AT THIS TIME.
 PP0754'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 PP0754'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 PP0754
 PP0754                          STATION RECOVERY (1992)
 PP0754
 PP0754'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP0754'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PP0754
 PP0754                          STATION RECOVERY (2003)
 PP0754
 PP0754'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 PP0754'RECOVERED AS DESCRIBED AND IN GOOD CONDITION BUT NOW MARK 3 INCHES
 PP0754'EAST OF A STEEL WITNESS POST MARKED BM. JRD
 PP0754
 PP0754                          STATION RECOVERY (2005)
 PP0754
 PP0754'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP0754'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0753 ***********************************************************************
 PP0753  DESIGNATION -  8209 C
 PP0753  PID         -  PP0753
 PP0753  STATE/COUNTY-  MN/WASHINGTON
 PP0753  USGS QUAD   -  HUDSON (1993)
 PP0753
 PP0753                         *CURRENT SURVEY CONTROL
 PP0753  ___________________________________________________________________
 PP0753* NAD 83(1986)-  44 59 30.     (N)    092 46 44.     (W)     SCALED    
 PP0753* NAVD 88     -       241.562  (meters)     792.52   (feet)  ADJUSTED  
 PP0753  ___________________________________________________________________
 PP0753  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 PP0753  DYNAMIC HT  -         241.551 (meters)     792.49  (feet)  COMP
 PP0753  MODELED GRAV-     980,563.9   (mgal)                       NAVD 88
 PP0753
 PP0753  VERT ORDER  -  SECOND    CLASS 0
 PP0753
 PP0753.The horizontal coordinates were scaled from a topographic map and have
 PP0753.an estimated accuracy of +/- 6 seconds.
 PP0753
 PP0753.The orthometric height was determined by differential leveling
 PP0753.and adjusted by the National Geodetic Survey in June 1991..
 PP0753
 PP0753.The geoid height was determined by GEOID03.
 PP0753
 PP0753.The dynamic height is computed by dividing the NAVD 88
 PP0753.geopotential number by the normal gravity value computed on the
 PP0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0753.degrees latitude (g = 980.6199 gals.).
 PP0753
 PP0753.The modeled gravity was interpolated from observed gravity values.
 PP0753
 PP0753;                    North         East    Units  Estimated Accuracy
 PP0753;SPC MN S     -   322,020.      896,290.      MT  (+/- 180 meters Scaled)
 PP0753
 PP0753                          SUPERSEDED SURVEY CONTROL
 PP0753
 PP0753  NGVD 29 (??/??/92)  241.540  (m)          792.45   (f) ADJ UNCH    2 0
 PP0753
 PP0753.Superseded values are not recommended for survey control.
 PP0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0753.See file dsdata.txt to determine how the superseded data were derived.
 PP0753
 PP0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK174820(NAD 83)
 PP0753_MARKER: DD = SURVEY DISK
 PP0753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0753_SP_SET: BRIDGE
 PP0753_STAMPING: 8209-C 1971
 PP0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0753
 PP0753  HISTORY     - Date     Condition        Report By
 PP0753  HISTORY     - 1971     MONUMENTED       MNHD
 PP0753  HISTORY     - 1980     GOOD             NGS
 PP0753  HISTORY     - 20040730 MARK NOT FOUND   USPSQD
 PP0753
 PP0753                          STATION DESCRIPTION
 PP0753
 PP0753'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP0753'2.1 MI N FROM LAKELAND.
 PP0753'MARK IS LOCATED 2.1 MILES NORTH ALONG T.H. 95 FROM THE JUNCTION OF
 PP0753'T.H. 95 AND T.H. 12 IN LAKELAND, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 PP0753'9391, T.H. 95 (MILE MARKER 108.9) OVER THE CHICAGO-NORTHWESTERN
 PP0753'RAILROAD.  NOTE-- MARK IS ALSO 1.8 MILES SOUTH ALONG T.H. 95, FROM THE
 PP0753'JUNCTION OF T.H. 95 AND CENTRAL AVENUE IN BAYPORT.  NW 1/4 SECTION 23,
 PP0753'T 29N, R 20W.
 PP0753
 PP0753                          STATION RECOVERY (1980)
 PP0753
 PP0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PP0753'NOTE-NOT LEVELED AT THIS TIME.
 PP0753
 PP0753                          STATION RECOVERY (2004)
 PP0753
 PP0753'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP0753'MARK NOT FOUND. SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0185 ***********************************************************************
 QO0185  DESIGNATION -  8210 A
 QO0185  PID         -  QO0185
 QO0185  STATE/COUNTY-  MN/WASHINGTON
 QO0185  USGS QUAD   -  SCANDIA (1993)
 QO0185
 QO0185                         *CURRENT SURVEY CONTROL
 QO0185  ___________________________________________________________________
 QO0185* NAD 83(1986)-  45 17 14.     (N)    092 46 19.     (W)     SCALED    
 QO0185* NAVD 88     -       277.693  (meters)     911.06   (feet)  ADJUSTED  
 QO0185  ___________________________________________________________________
 QO0185  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 QO0185  DYNAMIC HT  -         277.696 (meters)     911.07  (feet)  COMP
 QO0185  MODELED GRAV-     980,615.5   (mgal)                       NAVD 88
 QO0185
 QO0185  VERT ORDER  -  SECOND    CLASS I
 QO0185
 QO0185.The horizontal coordinates were scaled from a topographic map and have
 QO0185.an estimated accuracy of +/- 6 seconds.
 QO0185
 QO0185.The orthometric height was determined by differential leveling
 QO0185.and adjusted by the National Geodetic Survey in June 1991..
 QO0185
 QO0185.The geoid height was determined by GEOID03.
 QO0185
 QO0185.The dynamic height is computed by dividing the NAVD 88
 QO0185.geopotential number by the normal gravity value computed on the
 QO0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0185.degrees latitude (g = 980.6199 gals.).
 QO0185
 QO0185.The modeled gravity was interpolated from observed gravity values.
 QO0185
 QO0185;                    North         East    Units  Estimated Accuracy
 QO0185;SPC MN S     -   354,870.      896,340.      MT  (+/- 180 meters Scaled)
 QO0185
 QO0185                          SUPERSEDED SURVEY CONTROL
 QO0185
 QO0185  NGVD 29 (??/??/92)  277.663  (m)          910.97   (f) ADJ UNCH    2 1
 QO0185
 QO0185.Superseded values are not recommended for survey control.
 QO0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0185.See file dsdata.txt to determine how the superseded data were derived.
 QO0185
 QO0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL178148(NAD 83)
 QO0185_MARKER: DV = VERTICAL CONTROL DISK
 QO0185_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0185_STAMPING: 8210 A 1975
 QO0185_MARK LOGO: MNDT  
 QO0185_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0185+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2002
 QO0185
 QO0185  HISTORY     - Date     Condition        Report By
 QO0185  HISTORY     - 1975     MONUMENTED       MNDT
 QO0185  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QO0185  HISTORY     - 20020220 GOOD             MNDT
 QO0185  HISTORY     - 20040429 MARK NOT FOUND   USPSQD
 QO0185
 QO0185                          STATION DESCRIPTION
 QO0185
 QO0185'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0185'2.5 MI NE FROM SCANDIA.
 QO0185'THE MARK IS LOCATED 1.6 MILES EAST ALONG T.H. 97 FROM THE JUNCTION OF
 QO0185'T.H. 97 AND COUNTY ROAD 3 IN SCANDIA.  THENCE, 2.3 MILES NORTH ALONG
 QO0185'T.H. 95 AND 0.65 MILES SOUTH OF THE WASHINGTON-CHISAGO COUNTY LINE
 QO0185'NEAR A SMALL CLEARING.  IT IS 73.6 FEET WEST OF THE CENTERLINE OF T.H.
 QO0185'95 AT MILEPOINT 86.3, 41.0 FEET WEST OF THE SOUTH END OF AN 18 INCH
 QO0185'METAL CULVERT UNDER A FIELD ENTRANCE AND 26.3 FEET SOUTHWEST OF A 12
 QO0185'INCH RED OAK TREE.  IT IS A VERTICAL CONTROL MONUMENT DISK CRIMPED TO
 QO0185'53 FEET OF COPPER-CLAD STEEL ROD PROJECTING 3 INCHES ABOVE GROUND 1.2
 QO0185'FEET EAST OF A STEEL WITNESS POST.  SE 1/4 SECTION 1, T 32N, R 20W.
 QO0185
 QO0185                          STATION RECOVERY (2001)
 QO0185
 QO0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QO0185'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QO0185
 QO0185                          STATION RECOVERY (2002)
 QO0185
 QO0185'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 QO0185'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW ADDITIONS FOLLOW. 39.5
 QO0185'FT (12.0 M) WEST OF SOUTH END CULVERT UNDER FIELD ENTRANCE, 4.5 FT
 QO0185'(1.4 M) SOUTH OF FIELD ENTRANCE, PROJECTS 6 INCHES.
 QO0185
 QO0185                          STATION RECOVERY (2004)
 QO0185
 QO0185'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 QO0185'MARK NOT FOUND. USPSQD JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0186 ***********************************************************************
 QO0186  DESIGNATION -  8210 B
 QO0186  PID         -  QO0186
 QO0186  STATE/COUNTY-  MN/WASHINGTON
 QO0186  USGS QUAD   -  SCANDIA (1993)
 QO0186
 QO0186                         *CURRENT SURVEY CONTROL
 QO0186  ___________________________________________________________________
 QO0186* NAD 83(1986)-  45 16 30.     (N)    092 46 41.     (W)     SCALED    
 QO0186* NAVD 88     -       282.142  (meters)     925.66   (feet)  ADJUSTED  
 QO0186  ___________________________________________________________________
 QO0186  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 QO0186  DYNAMIC HT  -         282.144 (meters)     925.67  (feet)  COMP
 QO0186  MODELED GRAV-     980,613.7   (mgal)                       NAVD 88
 QO0186
 QO0186  VERT ORDER  -  SECOND    CLASS I
 QO0186
 QO0186.The horizontal coordinates were scaled from a topographic map and have
 QO0186.an estimated accuracy of +/- 6 seconds.
 QO0186
 QO0186.The orthometric height was determined by differential leveling
 QO0186.and adjusted by the National Geodetic Survey in June 1991..
 QO0186
 QO0186.The geoid height was determined by GEOID03.
 QO0186
 QO0186.The dynamic height is computed by dividing the NAVD 88
 QO0186.geopotential number by the normal gravity value computed on the
 QO0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0186.degrees latitude (g = 980.6199 gals.).
 QO0186
 QO0186.The modeled gravity was interpolated from observed gravity values.
 QO0186
 QO0186;                    North         East    Units  Estimated Accuracy
 QO0186;SPC MN S     -   353,510.      895,880.      MT  (+/- 180 meters Scaled)
 QO0186
 QO0186                          SUPERSEDED SURVEY CONTROL
 QO0186
 QO0186  NGVD 29 (??/??/92)  282.111  (m)          925.56   (f) ADJ UNCH    2 1
 QO0186
 QO0186.Superseded values are not recommended for survey control.
 QO0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0186.See file dsdata.txt to determine how the superseded data were derived.
 QO0186
 QO0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL174135(NAD 83)
 QO0186_MARKER: DV = VERTICAL CONTROL DISK
 QO0186_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO0186_SP_SET: BOX CULVERT
 QO0186_STAMPING: 8210 B 1975
 QO0186_MARK LOGO: MNDT  
 QO0186_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0186+STABILITY: SURFACE MOTION
 QO0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0186+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2002
 QO0186
 QO0186  HISTORY     - Date     Condition        Report By
 QO0186  HISTORY     - 1975     MONUMENTED       MNDT
 QO0186  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QO0186  HISTORY     - 20020220 GOOD             MNDT
 QO0186  HISTORY     - 20040429 MARK NOT FOUND   USPSQD
 QO0186
 QO0186                          STATION DESCRIPTION
 QO0186
 QO0186'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0186'1.8 MI NE FROM SCANDIA.
 QO0186'THE MARK IS LOCATED 1.6 MILES EAST ALONG T.H. 97 FROM THE JUNCTION OF
 QO0186'T.H. 97 AND COUNTY ROAD 3 IN SCANDIA.  THENCE, 1.4 MILES NORTH ALONG
 QO0186'T.H. 95.  IT IS 35.7 FEET EAST OF, AND 10 FEET LOWER THAN THE
 QO0186'CENTERLINE OF T.H. 95 AT MILEPOINT 87.2.  IT IS A VERTICAL CONTROL
 QO0186'MONUMENT DISK CEMENTED IN THE SOUTH END OF THE EAST HEADWALL OF A 6 BY
 QO0186'10 FOOT BOX CULVERT (CATTLE PASS) UNDER T.H. 8.  SE 1/4 SECTION 12, T
 QO0186'32N, R 20W.
 QO0186
 QO0186                          STATION RECOVERY (2001)
 QO0186
 QO0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QO0186'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QO0186
 QO0186                          STATION RECOVERY (2002)
 QO0186
 QO0186'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 QO0186'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QO0186
 QO0186                          STATION RECOVERY (2004)
 QO0186
 QO0186'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 QO0186'MARK NOT FOUND.USPSQD JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0187 ***********************************************************************
 QO0187  DESIGNATION -  8210 C
 QO0187  PID         -  QO0187
 QO0187  STATE/COUNTY-  MN/WASHINGTON
 QO0187  USGS QUAD   -  SCANDIA (1993)
 QO0187
 QO0187                         *CURRENT SURVEY CONTROL
 QO0187  ___________________________________________________________________
 QO0187* NAD 83(1986)-  45 15 23.     (N)    092 46 19.     (W)     SCALED    
 QO0187* NAVD 88     -       282.604  (meters)     927.18   (feet)  ADJUSTED  
 QO0187  ___________________________________________________________________
 QO0187  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 QO0187  DYNAMIC HT  -         282.605 (meters)     927.18  (feet)  COMP
 QO0187  MODELED GRAV-     980,612.1   (mgal)                       NAVD 88
 QO0187
 QO0187  VERT ORDER  -  SECOND    CLASS I
 QO0187
 QO0187.The horizontal coordinates were scaled from a topographic map and have
 QO0187.an estimated accuracy of +/- 6 seconds.
 QO0187
 QO0187.The orthometric height was determined by differential leveling
 QO0187.and adjusted by the National Geodetic Survey in June 1991..
 QO0187
 QO0187.The geoid height was determined by GEOID03.
 QO0187
 QO0187.The dynamic height is computed by dividing the NAVD 88
 QO0187.geopotential number by the normal gravity value computed on the
 QO0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0187.degrees latitude (g = 980.6199 gals.).
 QO0187
 QO0187.The modeled gravity was interpolated from observed gravity values.
 QO0187
 QO0187;                    North         East    Units  Estimated Accuracy
 QO0187;SPC MN S     -   351,440.      896,390.      MT  (+/- 180 meters Scaled)
 QO0187
 QO0187                          SUPERSEDED SURVEY CONTROL
 QO0187
 QO0187  NGVD 29 (??/??/92)  282.574  (m)          927.08   (f) ADJ UNCH    2 1
 QO0187
 QO0187.Superseded values are not recommended for survey control.
 QO0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0187.See file dsdata.txt to determine how the superseded data were derived.
 QO0187
 QO0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL178114(NAD 83)
 QO0187_MARKER: DV = VERTICAL CONTROL DISK
 QO0187_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0187_STAMPING: 8210 C 1975
 QO0187_MARK LOGO: MNDT  
 QO0187_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0187+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 QO0187
 QO0187  HISTORY     - Date     Condition        Report By
 QO0187  HISTORY     - 1975     MONUMENTED       MNDT
 QO0187  HISTORY     - 20010331 GOOD             NGS
 QO0187  HISTORY     - 20020220 GOOD             MNDT
 QO0187  HISTORY     - 20040429 GOOD             USPSQD
 QO0187
 QO0187                          STATION DESCRIPTION
 QO0187
 QO0187'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0187'1.6 MI E FROM SCANDIA.
 QO0187'THE MARK IS LOCATED 1.6 MILES EAST ALONG T.H. 97 FROM THE JUNCTION OF
 QO0187'T.H. 97 AND COUNTY ROAD 3 IN SCANDIA, IN THE SOUTHEAST QUADRANT OF THE
 QO0187'JUNCTION OF T.H. 97 AND T.H. 95.  IT IS 95.7 FEET WEST OF, AND LEVEL
 QO0187'WITH THE CENTERLINE OF T.H. 95 AT MILEPOINT 88.55, 28 FEET SOUTHWEST
 QO0187'OF THE CENTER OF A SERVICE ENTRANCE TO AN ABANDONED GAS STATION, 11.7
 QO0187'FEET NORTH-NORTHEAST OF A RIGHT-OF-WAY POST AND 8.0 FEET NORTH OF A
 QO0187'POWER POLE.  IT IS A VERTICAL CONTROL MONUMENT DISK CRIMPED TO 24 FEET
 QO0187'OF COPPER CLAD STEEL ROD SET FLUSH WITH THE GROUND, 0.9 FEET NORTH OF
 QO0187'A STEEL WITNESS POST.  SW 1/4 SECTION 18, T 32N, R 19W.
 QO0187
 QO0187                          STATION RECOVERY (2001)
 QO0187
 QO0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QO0187'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QO0187
 QO0187                          STATION RECOVERY (2002)
 QO0187
 QO0187'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 QO0187'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS 28
 QO0187'FT (8.5 M) SW OF TH 95 ENT TO TRAILS END SUPPER CLUB.
 QO0187
 QO0187                          STATION RECOVERY (2004)
 QO0187
 QO0187'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 QO0187'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITION.
 QO0187'MARK IS IN THE SW QUADRANT NOT THE SE QUADRANT OT HIGHWAYS 97 AND
 QO0187'95.USPSQD JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0190 ***********************************************************************
 QO0190  DESIGNATION -  8210 E
 QO0190  PID         -  QO0190
 QO0190  STATE/COUNTY-  MN/WASHINGTON
 QO0190  USGS QUAD   -  MARINE ON ST CROIX (1993)
 QO0190
 QO0190                         *CURRENT SURVEY CONTROL
 QO0190  ___________________________________________________________________
 QO0190* NAD 83(1986)-  45 14 03.     (N)    092 45 43.     (W)     SCALED    
 QO0190* NAVD 88     -       242.285  (meters)     794.90   (feet)  ADJUSTED  
 QO0190  ___________________________________________________________________
 QO0190  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 QO0190  DYNAMIC HT  -         242.286 (meters)     794.90  (feet)  COMP
 QO0190  MODELED GRAV-     980,612.3   (mgal)                       NAVD 88
 QO0190
 QO0190  VERT ORDER  -  SECOND    CLASS I
 QO0190
 QO0190.The horizontal coordinates were scaled from a topographic map and have
 QO0190.an estimated accuracy of +/- 6 seconds.
 QO0190
 QO0190.The orthometric height was determined by differential leveling
 QO0190.and adjusted by the National Geodetic Survey in June 1991..
 QO0190
 QO0190.The geoid height was determined by GEOID03.
 QO0190
 QO0190.The dynamic height is computed by dividing the NAVD 88
 QO0190.geopotential number by the normal gravity value computed on the
 QO0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0190.degrees latitude (g = 980.6199 gals.).
 QO0190
 QO0190.The modeled gravity was interpolated from observed gravity values.
 QO0190
 QO0190;                    North         East    Units  Estimated Accuracy
 QO0190;SPC MN S     -   348,990.      897,220.      MT  (+/- 180 meters Scaled)
 QO0190
 QO0190                          SUPERSEDED SURVEY CONTROL
 QO0190
 QO0190  NGVD 29 (??/??/92)  242.255  (m)          794.80   (f) ADJ UNCH    2 1
 QO0190
 QO0190.Superseded values are not recommended for survey control.
 QO0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0190.See file dsdata.txt to determine how the superseded data were derived.
 QO0190
 QO0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL186089(NAD 83)
 QO0190_MARKER: DV = VERTICAL CONTROL DISK
 QO0190_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO0190_SP_SET: BOX CULVERT
 QO0190_STAMPING: 8210 E 1975
 QO0190_MARK LOGO: MNDT  
 QO0190_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0190+STABILITY: SURFACE MOTION
 QO0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0190+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2002
 QO0190
 QO0190  HISTORY     - Date     Condition        Report By
 QO0190  HISTORY     - 1975     MONUMENTED       MNDT
 QO0190  HISTORY     - 20020220 GOOD             MNDT
 QO0190  HISTORY     - 20040429 GOOD             USPSQD
 QO0190
 QO0190                          STATION DESCRIPTION
 QO0190
 QO0190'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0190'2.4 MI SE FROM SCANDIA.
 QO0190'THE MARK IS LOCATED 1.6 MILES EAST ALONG T.H. 97 FROM THE JUNCTION OF
 QO0190'T.H. 97 AND COUNTY ROAD 3 IN SCANDIA.  THENCE, 1.8 MILES SOUTH ALONG
 QO0190'T.H. 95 AND 2.5 MILES NORTH ALONG T.H. 95 FROM THE JUNCTION OF T.H. 95
 QO0190'AND COUNTY ROAD 4 IN MARINE ON ST. CROIX.  IT IS 30.3 FEET NORTHEAST
 QO0190'OF, AND 10 FEET LOWER THAN THE CENTERLINE OF T.H. 95 AT MILEPOINT
 QO0190'90.25.  IT IS A VERTICAL CONTROL MONUMENT DISK CEMENTED IN THE
 QO0190'SOUTHEAST END OF THE NORTHEAST HEADWALL OF AN 8 BY 8 FOOT CONCRETE BOX
 QO0190'CULVERT UNDER TH 95 AT A SMALL CREEK.  NW 1/4 SECTION 30, T 32N, R
 QO0190'19W.
 QO0190
 QO0190                          STATION RECOVERY (2002)
 QO0190
 QO0190'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 QO0190'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 QO0190'TH 95 MP 90.20.
 QO0190
 QO0190                          STATION RECOVERY (2004)
 QO0190
 QO0190'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 QO0190'RECOVERED IN GOOD CONDITION AS DESCRIBED. USPSQD JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0191 ***********************************************************************
 QO0191  DESIGNATION -  8210 F
 QO0191  PID         -  QO0191
 QO0191  STATE/COUNTY-  MN/WASHINGTON
 QO0191  USGS QUAD   -  MARINE ON ST CROIX (1993)
 QO0191
 QO0191                         *CURRENT SURVEY CONTROL
 QO0191  ___________________________________________________________________
 QO0191* NAD 83(1986)-  45 13 26.     (N)    092 45 49.     (W)     SCALED    
 QO0191* NAVD 88     -       244.775  (meters)     803.07   (feet)  ADJUSTED  
 QO0191  ___________________________________________________________________
 QO0191  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 QO0191  DYNAMIC HT  -         244.776 (meters)     803.07  (feet)  COMP
 QO0191  MODELED GRAV-     980,613.2   (mgal)                       NAVD 88
 QO0191
 QO0191  VERT ORDER  -  SECOND    CLASS I
 QO0191
 QO0191.The horizontal coordinates were scaled from a topographic map and have
 QO0191.an estimated accuracy of +/- 6 seconds.
 QO0191
 QO0191.The orthometric height was determined by differential leveling
 QO0191.and adjusted by the National Geodetic Survey in June 1991..
 QO0191
 QO0191.The geoid height was determined by GEOID03.
 QO0191
 QO0191.The dynamic height is computed by dividing the NAVD 88
 QO0191.geopotential number by the normal gravity value computed on the
 QO0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0191.degrees latitude (g = 980.6199 gals.).
 QO0191
 QO0191.The modeled gravity was interpolated from observed gravity values.
 QO0191
 QO0191;                    North         East    Units  Estimated Accuracy
 QO0191;SPC MN S     -   347,840.      897,100.      MT  (+/- 180 meters Scaled)
 QO0191
 QO0191                          SUPERSEDED SURVEY CONTROL
 QO0191
 QO0191  NGVD 29 (??/??/92)  244.745  (m)          802.97   (f) ADJ UNCH    2 1
 QO0191
 QO0191.Superseded values are not recommended for survey control.
 QO0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0191.See file dsdata.txt to determine how the superseded data were derived.
 QO0191
 QO0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL185078(NAD 83)
 QO0191_MARKER: DV = VERTICAL CONTROL DISK
 QO0191_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0191_SP_SET: BRIDGE ABUTMENT
 QO0191_STAMPING: 8210 F 1975
 QO0191_MARK LOGO: MNDT  
 QO0191_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0191+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 QO0191
 QO0191  HISTORY     - Date     Condition        Report By
 QO0191  HISTORY     - 1975     MONUMENTED       MNDT
 QO0191  HISTORY     - 20010331 GOOD             NGS
 QO0191  HISTORY     - 20020220 GOOD             MNDT
 QO0191  HISTORY     - 20040429 GOOD             USPSQD
 QO0191
 QO0191                          STATION DESCRIPTION
 QO0191
 QO0191'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0191'1.8 MI N FROM MARINE ON ST CROIX.
 QO0191'THE MARK IS LOCATED 1.9 MILES NORTH ALONG T.H. 95 FROM THE JUNCTION OF
 QO0191'T.H. 95 AND COUNTY ROAD 4 IN MARINE ON ST. CROIX, AT THE WILLIAM
 QO0191'OBRIAN STATE PARK ENTRANCE.  IT IS 23.7 FEET EAST OF, AND LEVEL WITH
 QO0191'THE CENTERLINE OF T.H. 95 AT MILEPOINT 90.95.  IT IS A VERTICAL
 QO0191'CONTROL MONUMENT DISK CEMENTED IN THE SOUTHEAST CORNER (ABUTMENT) OF
 QO0191'BRIDGE NO. 82018, T.H. 95 OVER THE PARK ROAD.  NE 1/4 SECTION 31, T
 QO0191'32N, R 19W.
 QO0191
 QO0191                          STATION RECOVERY (2001)
 QO0191
 QO0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QO0191'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QO0191
 QO0191                          STATION RECOVERY (2002)
 QO0191
 QO0191'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 QO0191'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QO0191
 QO0191                          STATION RECOVERY (2004)
 QO0191
 QO0191'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 QO0191'RECOVERED IN GOOD CONDITION AS DESCRIBED. USPSQD JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0193 ***********************************************************************
 QO0193  DESIGNATION -  8210 G
 QO0193  PID         -  QO0193
 QO0193  STATE/COUNTY-  MN/WASHINGTON
 QO0193  USGS QUAD   -  MARINE ON ST CROIX (1993)
 QO0193
 QO0193                         *CURRENT SURVEY CONTROL
 QO0193  ___________________________________________________________________
 QO0193* NAD 83(1986)-  45 11 54.     (N)    092 46 15.     (W)     SCALED    
 QO0193* NAVD 88     -       221.506  (meters)     726.72   (feet)  ADJUSTED  
 QO0193  ___________________________________________________________________
 QO0193  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 QO0193  DYNAMIC HT  -         221.508 (meters)     726.73  (feet)  COMP
 QO0193  MODELED GRAV-     980,619.0   (mgal)                       NAVD 88
 QO0193
 QO0193  VERT ORDER  -  SECOND    CLASS I
 QO0193
 QO0193.The horizontal coordinates were scaled from a topographic map and have
 QO0193.an estimated accuracy of +/- 6 seconds.
 QO0193
 QO0193.The orthometric height was determined by differential leveling
 QO0193.and adjusted by the National Geodetic Survey in June 1991..
 QO0193
 QO0193.The geoid height was determined by GEOID03.
 QO0193
 QO0193.The dynamic height is computed by dividing the NAVD 88
 QO0193.geopotential number by the normal gravity value computed on the
 QO0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0193.degrees latitude (g = 980.6199 gals.).
 QO0193
 QO0193.The modeled gravity was interpolated from observed gravity values.
 QO0193
 QO0193;                    North         East    Units  Estimated Accuracy
 QO0193;SPC MN S     -   344,990.      896,580.      MT  (+/- 180 meters Scaled)
 QO0193
 QO0193                          SUPERSEDED SURVEY CONTROL
 QO0193
 QO0193  NGVD 29 (??/??/92)  221.478  (m)          726.63   (f) ADJ UNCH    2 1
 QO0193
 QO0193.Superseded values are not recommended for survey control.
 QO0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0193.See file dsdata.txt to determine how the superseded data were derived.
 QO0193
 QO0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL179050(NAD 83)
 QO0193_MARKER: DD = SURVEY DISK
 QO0193_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0193+WITH SETTING: INTO GROUND
 QO0193_STAMPING: 8210 G 1975
 QO0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0193+STABILITY: SURFACE MOTION
 QO0193
 QO0193  HISTORY     - Date     Condition        Report By
 QO0193  HISTORY     - 1975     MONUMENTED       MNDT
 QO0193  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QO0193  HISTORY     - 20040429 GOOD             USPSQD
 QO0193
 QO0193                          STATION DESCRIPTION
 QO0193
 QO0193'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0193'IN MARINE ON ST CROIX.
 QO0193'THE MARK IS LOCATED AT MARINE ON ST. CROIX, IN A SMALL CITY PARK.  IT
 QO0193'IS 100.3 FEET EAST OF, AND 5 FEET LOWER THAN THE CENTERLINE OF T.H. 95
 QO0193'AT MILEPOINT 92.8, 78.9 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 4,
 QO0193'107.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 1 STORY STUCCO
 QO0193'BUILDING (SECURITY STATE BANK), 23.7 FEET NORTHEAST OF A 40 INCH ELM
 QO0193'TREE AND 6.3 FEET SOUTHEAST OF A 12 INCH SPRUCE TREE.  IT IS A
 QO0193'VERTICAL CONTROL MONUMENT DISK CRIMPED TO 8 FEET OF COPPER-CLAD STEEL
 QO0193'ROD WEDGED BETWEEN UNDERGROUND BOULDERS AND SET FLUSH WITH THE GROUND.
 QO0193'SW 1/4 SECTION 6, T 31N, R 19W.
 QO0193
 QO0193                          STATION RECOVERY (2001)
 QO0193
 QO0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QO0193'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QO0193
 QO0193                          STATION RECOVERY (2004)
 QO0193
 QO0193'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 QO0193'RECOVERED IN GOOD CONDITION AS DESCRIBED. USPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0194 ***********************************************************************
 QO0194  DESIGNATION -  8210 H
 QO0194  PID         -  QO0194
 QO0194  STATE/COUNTY-  MN/WASHINGTON
 QO0194  USGS QUAD   -  MARINE ON ST CROIX (1993)
 QO0194
 QO0194                         *CURRENT SURVEY CONTROL
 QO0194  ___________________________________________________________________
 QO0194* NAD 83(1986)-  45 11 06.     (N)    092 46 17.     (W)     SCALED    
 QO0194* NAVD 88     -       241.541  (meters)     792.46   (feet)  ADJUSTED  
 QO0194  ___________________________________________________________________
 QO0194  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 QO0194  DYNAMIC HT  -         241.542 (meters)     792.46  (feet)  COMP
 QO0194  MODELED GRAV-     980,616.0   (mgal)                       NAVD 88
 QO0194
 QO0194  VERT ORDER  -  SECOND    CLASS I
 QO0194
 QO0194.The horizontal coordinates were scaled from a topographic map and have
 QO0194.an estimated accuracy of +/- 6 seconds.
 QO0194
 QO0194.The orthometric height was determined by differential leveling
 QO0194.and adjusted by the National Geodetic Survey in June 1991..
 QO0194
 QO0194.The geoid height was determined by GEOID03.
 QO0194
 QO0194.The dynamic height is computed by dividing the NAVD 88
 QO0194.geopotential number by the normal gravity value computed on the
 QO0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0194.degrees latitude (g = 980.6199 gals.).
 QO0194
 QO0194.The modeled gravity was interpolated from observed gravity values.
 QO0194
 QO0194;                    North         East    Units  Estimated Accuracy
 QO0194;SPC MN S     -   343,510.      896,560.      MT  (+/- 180 meters Scaled)
 QO0194
 QO0194                          SUPERSEDED SURVEY CONTROL
 QO0194
 QO0194  NGVD 29 (??/??/92)  241.513  (m)          792.36   (f) ADJ UNCH    2 1
 QO0194
 QO0194.Superseded values are not recommended for survey control.
 QO0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0194.See file dsdata.txt to determine how the superseded data were derived.
 QO0194
 QO0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL179035(NAD 83)
 QO0194_MARKER: DD = SURVEY DISK
 QO0194_SETTING: 66 = SET IN ROCK OUTCROP
 QO0194_SP_SET: SANDSTONE ROCK
 QO0194_STAMPING: 8210 H
 QO0194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QO0194+STABILITY: POSITION/ELEVATION WELL
 QO0194
 QO0194  HISTORY     - Date     Condition        Report By
 QO0194  HISTORY     - UNK      MONUMENTED       MNDT
 QO0194  HISTORY     - 1975     GOOD             MNDT
 QO0194
 QO0194                          STATION DESCRIPTION
 QO0194
 QO0194'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0194'0.95 MI S FROM MARINE ON ST CROIX.
 QO0194'THE MARK IS LOCATED 0.95 MILE SOUTH ALONG TH 95 FROM THE JUNCTION OF
 QO0194'TH 95 AND COUNTY ROAD 4 IN MARINE ON ST. CROIX.  IT IS 71.4 FEET WEST
 QO0194'OF THE CENTERLINE OF TH 95 AT MILEPOINT 93.75, 26.5 FEET SOUTHWEST OF
 QO0194'A 6 INCH ASH TREE, 25 FEET NORTHWEST OF TWIN 10 INCH SPRUCE TREES, 8.7
 QO0194'FEET NORTHEAST OF A RIGHT OF WAY POST AND 2.2 FEET NORTH OF POWER POLE
 QO0194'NUMBER 5402.  IT IS A VERTICAL CONTROL MONUMENT DISK CRIMPED TO 5 FEET
 QO0194'OF COPPER-CLAD STEEL ROD DRIVEN INTO A FAULT IN THE SANDSTONE ROCK
 QO0194'ABOUT 3 FEET UNDERGROUND.  THE DISK IS FLUSH WITH THE GROUND SURFACE
 QO0194'AND 1.4 FEET EAST OF A STEEL WITNESS POST.  SW 1/4 SECTION 7, T 31N, R
 QO0194'19W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0195 ***********************************************************************
 QO0195  DESIGNATION -  8210 H 1
 QO0195  PID         -  QO0195
 QO0195  STATE/COUNTY-  MN/WASHINGTON
 QO0195  USGS QUAD   -  MARINE ON ST CROIX (1993)
 QO0195
 QO0195                         *CURRENT SURVEY CONTROL
 QO0195  ___________________________________________________________________
 QO0195* NAD 83(1986)-  45 11 04.     (N)    092 46 15.     (W)     SCALED    
 QO0195* NAVD 88     -       242.062  (meters)     794.17   (feet)  ADJUSTED  
 QO0195  ___________________________________________________________________
 QO0195  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 QO0195  DYNAMIC HT  -         242.064 (meters)     794.17  (feet)  COMP
 QO0195  MODELED GRAV-     980,615.8   (mgal)                       NAVD 88
 QO0195
 QO0195  VERT ORDER  -  SECOND    CLASS I
 QO0195
 QO0195.The horizontal coordinates were scaled from a topographic map and have
 QO0195.an estimated accuracy of +/- 6 seconds.
 QO0195
 QO0195.The orthometric height was determined by differential leveling
 QO0195.and adjusted by the National Geodetic Survey in June 1991..
 QO0195
 QO0195.The geoid height was determined by GEOID03.
 QO0195
 QO0195.The dynamic height is computed by dividing the NAVD 88
 QO0195.geopotential number by the normal gravity value computed on the
 QO0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0195.degrees latitude (g = 980.6199 gals.).
 QO0195
 QO0195.The modeled gravity was interpolated from observed gravity values.
 QO0195
 QO0195;                    North         East    Units  Estimated Accuracy
 QO0195;SPC MN S     -   343,450.      896,600.      MT  (+/- 180 meters Scaled)
 QO0195
 QO0195                          SUPERSEDED SURVEY CONTROL
 QO0195
 QO0195  NGVD 29 (??/??/92)  242.034  (m)          794.07   (f) ADJ UNCH    2 1
 QO0195
 QO0195.Superseded values are not recommended for survey control.
 QO0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0195.See file dsdata.txt to determine how the superseded data were derived.
 QO0195
 QO0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL180034(NAD 83)
 QO0195_MARKER: DD = SURVEY DISK
 QO0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0195_STAMPING: 8210 H 1 1975
 QO0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0195+STABILITY: SURFACE MOTION
 QO0195
 QO0195  HISTORY     - Date     Condition        Report By
 QO0195  HISTORY     - 1975     MONUMENTED       MNDT
 QO0195  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QO0195  HISTORY     - 20040429 MARK NOT FOUND   USPSQD
 QO0195
 QO0195                          STATION DESCRIPTION
 QO0195
 QO0195'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0195'1.0 MI S FROM MARINE ON ST CROIX.
 QO0195'THE MARK IS LOCATED 1.0 MILES SOUTH ALONG TH 95 FROM THE JUNCTION OF
 QO0195'TH 95 AND COUNTY ROAD 4 IN MARINE ON ST. CROIX.  IT IS 60.0 FEET WEST
 QO0195'OF, AND LEVEL WITH THE CENTERLINE OF TH 95 AT MILEPOINT 93.8 43.2 FEET
 QO0195'SOUTH OF A 12 INCH SPRUCE TREE, 26.8 FEET NORTH OF THE CENTER OF A
 QO0195'DRIVEWAY WEST AND 13.1 FEET NORTHEAST OF A POWER POLE.  IT IS A BENCH
 QO0195'MARK DISK SET IN A 6 FOOT PRECAST MAGNETIC MONUMENT SET FLUSH WITH THE
 QO0195'GROUND, 1.0 FEET EAST OF A STEEL WITNESS POST.  SW 1/4 SECTION 7, T
 QO0195'31N, R 19W.
 QO0195
 QO0195                          STATION RECOVERY (2001)
 QO0195
 QO0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QO0195'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QO0195
 QO0195                          STATION RECOVERY (2004)
 QO0195
 QO0195'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 QO0195'MARK NOT FOUND. USPSQD JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0196 ***********************************************************************
 QO0196  DESIGNATION -  8210 J
 QO0196  PID         -  QO0196
 QO0196  STATE/COUNTY-  MN/WASHINGTON
 QO0196  USGS QUAD   -  MARINE ON ST CROIX (1993)
 QO0196
 QO0196                         *CURRENT SURVEY CONTROL
 QO0196  ___________________________________________________________________
 QO0196* NAD 83(1986)-  45 10 27.     (N)    092 45 59.     (W)     SCALED    
 QO0196* NAVD 88     -       227.500  (meters)     746.39   (feet)  ADJUSTED  
 QO0196  ___________________________________________________________________
 QO0196  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 QO0196  DYNAMIC HT  -         227.500 (meters)     746.39  (feet)  COMP
 QO0196  MODELED GRAV-     980,612.2   (mgal)                       NAVD 88
 QO0196
 QO0196  VERT ORDER  -  SECOND    CLASS I
 QO0196
 QO0196.The horizontal coordinates were scaled from a topographic map and have
 QO0196.an estimated accuracy of +/- 6 seconds.
 QO0196
 QO0196.The orthometric height was determined by differential leveling
 QO0196.and adjusted by the National Geodetic Survey in June 1991..
 QO0196
 QO0196.The geoid height was determined by GEOID03.
 QO0196
 QO0196.The dynamic height is computed by dividing the NAVD 88
 QO0196.geopotential number by the normal gravity value computed on the
 QO0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0196.degrees latitude (g = 980.6199 gals.).
 QO0196
 QO0196.The modeled gravity was interpolated from observed gravity values.
 QO0196
 QO0196;                    North         East    Units  Estimated Accuracy
 QO0196;SPC MN S     -   342,310.      896,970.      MT  (+/- 180 meters Scaled)
 QO0196
 QO0196                          SUPERSEDED SURVEY CONTROL
 QO0196
 QO0196  NGVD 29 (??/??/92)  227.471  (m)          746.29   (f) ADJ UNCH    2 1
 QO0196
 QO0196.Superseded values are not recommended for survey control.
 QO0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0196.See file dsdata.txt to determine how the superseded data were derived.
 QO0196
 QO0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL183023(NAD 83)
 QO0196_MARKER: DD = SURVEY DISK
 QO0196_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0196+WITH SETTING: INTO GROUND
 QO0196_STAMPING: 8210 J 1975
 QO0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0196+STABILITY: SURFACE MOTION
 QO0196
 QO0196  HISTORY     - Date     Condition        Report By
 QO0196  HISTORY     - 1975     MONUMENTED       MNDT
 QO0196
 QO0196                          STATION DESCRIPTION
 QO0196
 QO0196'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0196'1.8 MI S FROM MARINE ON ST CROIX.
 QO0196'THE MARK IS LOCATED 1.8 MILES SOUTH ALONG TH 95 FROM THE JUNCTION OF
 QO0196'TH 95 AND COUNTY ROAD 4 IN MARINE ON ST. CROIX, AND 0.2 MILES NORTH OF
 QO0196'152ND STREET.  IT IS 110 FEET WEST OF, AND 2 FEET HIGHER THAN THE
 QO0196'CENTERLINE OF TH 95 AT MILEPOINT 94.6, 32 FEET NORTH OF THE CENTER OF
 QO0196'A TOWNSHIP ROAD, 8.1 FEET NORTH OF A SIGN (DEAD-END) AND 2.7 FEET
 QO0196'SOUTHEAST OF A POWER POLE.  IT IS A VERTICAL CONTROL MONUMENT DISK
 QO0196'CRIMPED TO 16 FEET OF COPPER-CLAD STEEL ROD SET FLUSH WITH THE GROUND,
 QO0196'1.0 FEET SOUTH OF A STEEL WITNESS POST.  SW 1/4 SECTION 18, T 31N, R
 QO0196'19W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0197 ***********************************************************************
 QO0197  DESIGNATION -  8210 K
 QO0197  PID         -  QO0197
 QO0197  STATE/COUNTY-  MN/WASHINGTON
 QO0197  USGS QUAD   -  MARINE ON ST CROIX (1993)
 QO0197
 QO0197                         *CURRENT SURVEY CONTROL
 QO0197  ___________________________________________________________________
 QO0197* NAD 83(1986)-  45 09 31.     (N)    092 45 55.     (W)     SCALED    
 QO0197* NAVD 88     -       224.420  (meters)     736.28   (feet)  ADJUSTED  
 QO0197  ___________________________________________________________________
 QO0197  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 QO0197  DYNAMIC HT  -         224.419 (meters)     736.28  (feet)  COMP
 QO0197  MODELED GRAV-     980,607.1   (mgal)                       NAVD 88
 QO0197
 QO0197  VERT ORDER  -  SECOND    CLASS I
 QO0197
 QO0197.The horizontal coordinates were scaled from a topographic map and have
 QO0197.an estimated accuracy of +/- 6 seconds.
 QO0197
 QO0197.The orthometric height was determined by differential leveling
 QO0197.and adjusted by the National Geodetic Survey in June 1991..
 QO0197
 QO0197.The geoid height was determined by GEOID03.
 QO0197
 QO0197.The dynamic height is computed by dividing the NAVD 88
 QO0197.geopotential number by the normal gravity value computed on the
 QO0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0197.degrees latitude (g = 980.6199 gals.).
 QO0197
 QO0197.The modeled gravity was interpolated from observed gravity values.
 QO0197
 QO0197;                    North         East    Units  Estimated Accuracy
 QO0197;SPC MN S     -   340,590.      897,080.      MT  (+/- 180 meters Scaled)
 QO0197
 QO0197                          SUPERSEDED SURVEY CONTROL
 QO0197
 QO0197  NGVD 29 (??/??/92)  224.390  (m)          736.19   (f) ADJ UNCH    2 1
 QO0197
 QO0197.Superseded values are not recommended for survey control.
 QO0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0197.See file dsdata.txt to determine how the superseded data were derived.
 QO0197
 QO0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL184005(NAD 83)
 QO0197_MARKER: DD = SURVEY DISK
 QO0197_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0197+WITH SETTING: INTO GROUND
 QO0197_STAMPING: 8210 K 1975
 QO0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0197+STABILITY: SURFACE MOTION
 QO0197
 QO0197  HISTORY     - Date     Condition        Report By
 QO0197  HISTORY     - 1975     MONUMENTED       MNDT
 QO0197
 QO0197                          STATION DESCRIPTION
 QO0197
 QO0197'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0197'2.75 MI S FROM MARINE ON ST CROIX.
 QO0197'THE MARK IS LOCATED 2.9 MILES SOUTH ALONG TH 95 FROM THE JUNCTION OF
 QO0197'TH 95 AND COUNTY ROAD 4 IN MARINE ON ST. CROIX AND 0.9 MILE NORTH OF
 QO0197'COUNTY ROAD 59 (SQUARE LAKE TRAIL).  IT IS 250 FEET EAST OF TH 95 AT
 QO0197'MILEPOINT 95.7, 30.4 FEET NORTH OF, AND 3 FEET HIGHER THAN THE CENTER
 QO0197'OF 144TH STREET NORTH AND 14.2 FEET WEST OF A 15 INCH ELM TREE.  IT IS
 QO0197'A VERTICAL CONTROL MONUMENT DISK CRIMPED TO 32 FEET OF COPPER-CLAD
 QO0197'STEEL ROD SET FLUSH WITH THE GROUND 0.7 FEET SOUTH OF A STEEL WITNESS
 QO0197'POST.  SE 1/4 SECTION 19, T 31N, R 19W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2488 ***********************************************************************
 QO2488  DESIGNATION -  8210 L RESET
 QO2488  PID         -  QO2488
 QO2488  STATE/COUNTY-  MN/WASHINGTON
 QO2488  USGS QUAD   -  MARINE ON ST CROIX (1993)
 QO2488
 QO2488                         *CURRENT SURVEY CONTROL
 QO2488  ___________________________________________________________________
 QO2488* NAD 83(1986)-  45 07 58.     (N)    092 45 35.     (W)     SCALED    
 QO2488* NAVD 88     -       267.53   (meters)     877.7    (feet)  RESET     
 QO2488  ___________________________________________________________________
 QO2488  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 QO2488
 QO2488  VERT ORDER  -  THIRD
 QO2488
 QO2488.The horizontal coordinates were scaled from a topographic map and have
 QO2488.an estimated accuracy of +/- 6 seconds.
 QO2488
 QO2488.The orthometric height was computed from unverified reset data.
 QO2488.No vertical observational check was made to the station.
 QO2488
 QO2488.The geoid height was determined by GEOID03.
 QO2488
 QO2488;                    North         East    Units  Estimated Accuracy
 QO2488;SPC MN S     -   337,720.      897,560.      MT  (+/- 180 meters Scaled)
 QO2488
 QO2488                          SUPERSEDED SURVEY CONTROL
 QO2488
 QO2488  NGVD 29 (04/14/03)  267.50   (m)          877.6    (f) RESET       3  
 QO2488
 QO2488.Superseded values are not recommended for survey control.
 QO2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2488.See file dsdata.txt to determine how the superseded data were derived.
 QO2488
 QO2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK188977(NAD 83)
 QO2488_MARKER: DD = SURVEY DISK
 QO2488_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2488_SP_SET: ALUMINUM ALLOY ROD
 QO2488_STAMPING: 8210 L RESET 1991
 QO2488_MARK LOGO: MNDT  
 QO2488_PROJECTION: FLUSH
 QO2488_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2488_ROD/PIPE-DEPTH: 7.6  meters
 QO2488
 QO2488  HISTORY     - Date     Condition        Report By
 QO2488  HISTORY     - 1991     MONUMENTED       MNDT
 QO2488
 QO2488                          STATION DESCRIPTION
 QO2488
 QO2488'DESCRIBED BY MN DEPT OF TRANSP 1991
 QO2488'4.7 MI (7.6 KM) SOUTH ALONG TH 95 FROM THE JUNCTION OF TH 95 AND
 QO2488'COUNTY ROAD 4 AT MARINE ON ST. CROIX, IN THE NORTH HALF OF SEC 31,
 QO2488'T31N, R 19W, 0.1 MI (0.2 KM) SOUTH OF NORTH ARCOLA ROAD, 65 FT (19.8
 QO2488'M) EAST OF THE CENTERLINE OF TH 95, 220 FT (67.1 M) SOUTH OF DRIVEWAY
 QO2488'NO 12650 ALONG TH 95, AND 1 FT (0.3 M) NW OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0204 ***********************************************************************
 QO0204  DESIGNATION -  8210 M 1
 QO0204  PID         -  QO0204
 QO0204  STATE/COUNTY-  MN/WASHINGTON
 QO0204  USGS QUAD   -  STILLWATER (1993)
 QO0204
 QO0204                         *CURRENT SURVEY CONTROL
 QO0204  ___________________________________________________________________
 QO0204* NAD 83(1986)-  45 05 56.     (N)    092 47 14.     (W)     SCALED    
 QO0204* NAVD 88     -       255.434  (meters)     838.04   (feet)  ADJUSTED  
 QO0204  ___________________________________________________________________
 QO0204  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 QO0204  DYNAMIC HT  -         255.431 (meters)     838.03  (feet)  COMP
 QO0204  MODELED GRAV-     980,595.5   (mgal)                       NAVD 88
 QO0204
 QO0204  VERT ORDER  -  SECOND    CLASS I
 QO0204
 QO0204.The horizontal coordinates were scaled from a topographic map and have
 QO0204.an estimated accuracy of +/- 6 seconds.
 QO0204
 QO0204.The orthometric height was determined by differential leveling
 QO0204.and adjusted by the National Geodetic Survey in June 1991..
 QO0204
 QO0204.The geoid height was determined by GEOID03.
 QO0204
 QO0204.The dynamic height is computed by dividing the NAVD 88
 QO0204.geopotential number by the normal gravity value computed on the
 QO0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0204.degrees latitude (g = 980.6199 gals.).
 QO0204
 QO0204.The modeled gravity was interpolated from observed gravity values.
 QO0204
 QO0204;                    North         East    Units  Estimated Accuracy
 QO0204;SPC MN S     -   333,920.      895,450.      MT  (+/- 180 meters Scaled)
 QO0204
 QO0204                          SUPERSEDED SURVEY CONTROL
 QO0204
 QO0204  NGVD 29 (??/??/92)  255.403  (m)          837.93   (f) ADJ UNCH    2 1
 QO0204
 QO0204.Superseded values are not recommended for survey control.
 QO0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0204.See file dsdata.txt to determine how the superseded data were derived.
 QO0204
 QO0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK167939(NAD 83)
 QO0204_MARKER: DD = SURVEY DISK
 QO0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0204_STAMPING: 8210 M 1 1975
 QO0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0204+STABILITY: SURFACE MOTION
 QO0204
 QO0204  HISTORY     - Date     Condition        Report By
 QO0204  HISTORY     - 1975     MONUMENTED       MNDT
 QO0204
 QO0204                          STATION DESCRIPTION
 QO0204
 QO0204'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0204'3.25 MI NNE FROM STILLWATER.
 QO0204'THE MARK IS LOCATED 4.0 MILES NORTH ALONG TH 95 FROM THE JUNCTION OF
 QO0204'TH 95 AND TH 212 IN STILLWATER AND 0.5 MILES SOUTH OF 110TH STREET. IT
 QO0204'IS 50.4 FEET EAST OF, AND 3 FEET LOWER THAN THE CENTERLINE OF TH 95 AT
 QO0204'MILEPOINT 100.15, 104 FEET EAST OF POWER POLE NUMBER 6355, 58.6 FEET
 QO0204'SOUTHWEST OF A BELL TELEPHONE BURIED CABLE MARKER AND 30 FEET NORTH OF
 QO0204'THE NORTH END OF A BRUSH LINE.  IT IS A BENCH MARK DISK IN A 6 FOOT
 QO0204'PRECAST MAGNETIC MONUMENT SET FLUSH WITH THE GROUND, 1.5 FEET SOUTH OF
 QO0204'A STEEL WITNESS POST.  SE 1/4 SECTION 10, T 30N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2487 ***********************************************************************
 QO2487  DESIGNATION -  8210 M RESET
 QO2487  PID         -  QO2487
 QO2487  STATE/COUNTY-  MN/WASHINGTON
 QO2487  USGS QUAD   -  STILLWATER (1993)
 QO2487
 QO2487                         *CURRENT SURVEY CONTROL
 QO2487  ___________________________________________________________________
 QO2487* NAD 83(1986)-  45 06 21.     (N)    092 47 02.     (W)     SCALED    
 QO2487* NAVD 88     -       257.77   (meters)     845.7    (feet)  RESET     
 QO2487  ___________________________________________________________________
 QO2487  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 QO2487
 QO2487  VERT ORDER  -  THIRD
 QO2487
 QO2487.The horizontal coordinates were scaled from a topographic map and have
 QO2487.an estimated accuracy of +/- 6 seconds.
 QO2487
 QO2487.The orthometric height was computed from unverified reset data.
 QO2487.No vertical observational check was made to the station.
 QO2487
 QO2487.The geoid height was determined by GEOID03.
 QO2487
 QO2487;                    North         East    Units  Estimated Accuracy
 QO2487;SPC MN S     -   334,700.      895,700.      MT  (+/- 180 meters Scaled)
 QO2487
 QO2487                          SUPERSEDED SURVEY CONTROL
 QO2487
 QO2487  NGVD 29 (04/14/03)  257.75   (m)          845.6    (f) RESET       3  
 QO2487
 QO2487.Superseded values are not recommended for survey control.
 QO2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2487.See file dsdata.txt to determine how the superseded data were derived.
 QO2487
 QO2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK170947(NAD 83)
 QO2487_MARKER: DD = SURVEY DISK
 QO2487_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2487_SP_SET: ALUMINUM ALLOY ROD
 QO2487_STAMPING: 8210 M RESET 1991
 QO2487_MARK LOGO: MNDT  
 QO2487_PROJECTION: FLUSH
 QO2487_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2487_ROD/PIPE-DEPTH: 9.1  meters
 QO2487
 QO2487  HISTORY     - Date     Condition        Report By
 QO2487  HISTORY     - 1991     MONUMENTED       MNDT
 QO2487
 QO2487                          STATION DESCRIPTION
 QO2487
 QO2487'DESCRIBED BY MN DEPT OF TRANSP 1991
 QO2487'4.5 MI (7.2 KM) NORTH ALONG TH 95 FROM THE JUNCTION OF TH 95 AND TH
 QO2487'212 IN STILLWATER AND 0.1 MI (0.2 KM) SOUTH OF 110TH STREET, IN THE
 QO2487'NE QTR OF SEC 10, T30N, R20W, AT MILEPOST 99.65, 71 FT (21.6 M) EAST
 QO2487'OF THE CENTERLINE OF TH 95, 243 FT (74.1 M) SOUTH OF 110TH STREET N
 QO2487'(ALONG TH95), 1 FT (0.3 M) WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0202 ***********************************************************************
 QO0202  DESIGNATION -  8210 N
 QO0202  PID         -  QO0202
 QO0202  STATE/COUNTY-  MN/WASHINGTON
 QO0202  USGS QUAD   -  STILLWATER (1993)
 QO0202
 QO0202                         *CURRENT SURVEY CONTROL
 QO0202  ___________________________________________________________________
 QO0202* NAD 83(1986)-  45 06 38.     (N)    092 46 57.     (W)     SCALED    
 QO0202* NAVD 88     -       269.982  (meters)     885.77   (feet)  ADJUSTED  
 QO0202  ___________________________________________________________________
 QO0202  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 QO0202  DYNAMIC HT  -         269.979 (meters)     885.76  (feet)  COMP
 QO0202  MODELED GRAV-     980,597.2   (mgal)                       NAVD 88
 QO0202
 QO0202  VERT ORDER  -  SECOND    CLASS I
 QO0202
 QO0202.The horizontal coordinates were scaled from a topographic map and have
 QO0202.an estimated accuracy of +/- 6 seconds.
 QO0202
 QO0202.The orthometric height was determined by differential leveling
 QO0202.and adjusted by the National Geodetic Survey in June 1991..
 QO0202
 QO0202.The geoid height was determined by GEOID03.
 QO0202
 QO0202.The dynamic height is computed by dividing the NAVD 88
 QO0202.geopotential number by the normal gravity value computed on the
 QO0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0202.degrees latitude (g = 980.6199 gals.).
 QO0202
 QO0202.The modeled gravity was interpolated from observed gravity values.
 QO0202
 QO0202;                    North         East    Units  Estimated Accuracy
 QO0202;SPC MN S     -   335,230.      895,810.      MT  (+/- 180 meters Scaled)
 QO0202
 QO0202                          SUPERSEDED SURVEY CONTROL
 QO0202
 QO0202  NGVD 29 (??/??/92)  269.952  (m)          885.67   (f) ADJ UNCH    2 1
 QO0202
 QO0202.Superseded values are not recommended for survey control.
 QO0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0202.See file dsdata.txt to determine how the superseded data were derived.
 QO0202
 QO0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK171952(NAD 83)
 QO0202_MARKER: DD = SURVEY DISK
 QO0202_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO0202+WITH SETTING: INTO GROUND
 QO0202_STAMPING: 8210 N 1975
 QO0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0202+STABILITY: SURFACE MOTION
 QO0202
 QO0202  HISTORY     - Date     Condition        Report By
 QO0202  HISTORY     - 1975     MONUMENTED       MNDT
 QO0202
 QO0202                          STATION DESCRIPTION
 QO0202
 QO0202'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0202'4.0 MI N FROM STILLWATER.
 QO0202'THE MARK IS LOCATED 4.8 MILES NORTH ALONG TH 95 FROM THE JUNCTION OF
 QO0202'TH 95 AND TH 212 IN STILLWATER.  IT IS 200 FEET WEST OF, AND 10 FEET
 QO0202'HIGHER THAN THE CENTERLINE OF TH 95 AT MILEPOINT 99.4, 73 FEET
 QO0202'SOUTHEAST OF A BELL TELEPHONE BURIED CABLE BOX, 56 FEET WEST OF THE
 QO0202'CENTER OF STONEBRIDGE TRAIL, 38 FEET SOUTH OF THE CENTER OF PARTRIDGE
 QO0202'ROAD AND 32.4 FEET WEST OF THE STREET SIGN POST.  IT IS A VERTICAL
 QO0202'CONTROL MONUMENT DISK CRIMPED TO 21 FEET OF COPPER CLAD STEEL ROD
 QO0202'PROJECTING 2 INCHES ABOVE GROUND, 0.9 FEET EAST OF A STEEL WITNESS
 QO0202'POST.  SE 1/4 SECTION 3, T 30N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0206 ***********************************************************************
 QO0206  DESIGNATION -  8210 P
 QO0206  PID         -  QO0206
 QO0206  STATE/COUNTY-  MN/WASHINGTON
 QO0206  USGS QUAD   -  STILLWATER (1993)
 QO0206
 QO0206                         *CURRENT SURVEY CONTROL
 QO0206  ___________________________________________________________________
 QO0206* NAD 83(1986)-  45 05 35.     (N)    092 46 54.     (W)     SCALED    
 QO0206* NAVD 88     -       247.953  (meters)     813.49   (feet)  ADJUSTED  
 QO0206  ___________________________________________________________________
 QO0206  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 QO0206  DYNAMIC HT  -         247.949 (meters)     813.48  (feet)  COMP
 QO0206  MODELED GRAV-     980,593.3   (mgal)                       NAVD 88
 QO0206
 QO0206  VERT ORDER  -  SECOND    CLASS I
 QO0206
 QO0206.The horizontal coordinates were scaled from a topographic map and have
 QO0206.an estimated accuracy of +/- 6 seconds.
 QO0206
 QO0206.The orthometric height was determined by differential leveling
 QO0206.and adjusted by the National Geodetic Survey in June 1991..
 QO0206
 QO0206.The geoid height was determined by GEOID03.
 QO0206
 QO0206.The dynamic height is computed by dividing the NAVD 88
 QO0206.geopotential number by the normal gravity value computed on the
 QO0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0206.degrees latitude (g = 980.6199 gals.).
 QO0206
 QO0206.The modeled gravity was interpolated from observed gravity values.
 QO0206
 QO0206;                    North         East    Units  Estimated Accuracy
 QO0206;SPC MN S     -   333,280.      895,900.      MT  (+/- 180 meters Scaled)
 QO0206
 QO0206                          SUPERSEDED SURVEY CONTROL
 QO0206
 QO0206  NGVD 29 (??/??/92)  247.922  (m)          813.39   (f) ADJ UNCH    2 1
 QO0206
 QO0206.Superseded values are not recommended for survey control.
 QO0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0206.See file dsdata.txt to determine how the superseded data were derived.
 QO0206
 QO0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK171933(NAD 83)
 QO0206_MARKER: DD = SURVEY DISK
 QO0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0206_SP_SET: STONE PILLER
 QO0206_STAMPING: 8210 P 1975
 QO0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0206
 QO0206  HISTORY     - Date     Condition        Report By
 QO0206  HISTORY     - 1975     MONUMENTED       MNDT
 QO0206
 QO0206                          STATION DESCRIPTION
 QO0206
 QO0206'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0206'2.75 MI NE FROM STILLWATER.
 QO0206'THE MARK IS LOCATED 3.5 MILES NORTH ALONG TH 95 FROM THE JUNCTION OF
 QO0206'TH 95 AND TH 212 IN STILLWATER.  IT IS 145 FEET EAST OF TH 95 AT
 QO0206'MILEPOINT 100.75, 114.9 FEET EAST OF USGS BENCH MARK TT 18 L, 107.0
 QO0206'FEET EAST OF A STREET SIGN POST, 20 FEET EAST OF THE CENTER OF ARCOLA
 QO0206'TRAIL AND 20 FEET SOUTH OF THE CENTER OF THE DRIVEWAY EAST TO A 1
 QO0206'STORY FRAME HOUSE.  IT IS A VERTICAL CONTROL MONUMENT DISK CEMENTED IN
 QO0206'THE CENTER OF A 2 BY 2 FOOT STONE PILLER AT THE WEST END OF A STONE
 QO0206'RETAINING WALL OVER A CULVERT UNDER THE DRIVEWAY AND 2 FEET HIGHER
 QO0206'THAN THE GROUND.  NE 1/4 SECTION 15, T 30N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0207 ***********************************************************************
 QO0207  DESIGNATION -  8210 Q
 QO0207  PID         -  QO0207
 QO0207  STATE/COUNTY-  MN/WASHINGTON
 QO0207  USGS QUAD   -  STILLWATER (1993)
 QO0207
 QO0207                         *CURRENT SURVEY CONTROL
 QO0207  ___________________________________________________________________
 QO0207* NAD 83(1986)-  45 05 10.     (N)    092 47 05.     (W)     SCALED    
 QO0207* NAVD 88     -       219.877  (meters)     721.38   (feet)  ADJUSTED  
 QO0207  ___________________________________________________________________
 QO0207  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 QO0207  DYNAMIC HT  -         219.874 (meters)     721.37  (feet)  COMP
 QO0207  MODELED GRAV-     980,592.8   (mgal)                       NAVD 88
 QO0207
 QO0207  VERT ORDER  -  SECOND    CLASS I
 QO0207
 QO0207.The horizontal coordinates were scaled from a topographic map and have
 QO0207.an estimated accuracy of +/- 6 seconds.
 QO0207
 QO0207.The orthometric height was determined by differential leveling
 QO0207.and adjusted by the National Geodetic Survey in June 1991..
 QO0207
 QO0207.The geoid height was determined by GEOID03.
 QO0207
 QO0207.The dynamic height is computed by dividing the NAVD 88
 QO0207.geopotential number by the normal gravity value computed on the
 QO0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0207.degrees latitude (g = 980.6199 gals.).
 QO0207
 QO0207.The modeled gravity was interpolated from observed gravity values.
 QO0207
 QO0207;                    North         East    Units  Estimated Accuracy
 QO0207;SPC MN S     -   332,510.      895,670.      MT  (+/- 180 meters Scaled)
 QO0207
 QO0207                          SUPERSEDED SURVEY CONTROL
 QO0207
 QO0207  NGVD 29 (??/??/92)  219.846  (m)          721.28   (f) ADJ UNCH    2 1
 QO0207
 QO0207.Superseded values are not recommended for survey control.
 QO0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0207.See file dsdata.txt to determine how the superseded data were derived.
 QO0207
 QO0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK169925(NAD 83)
 QO0207_MARKER: DD = SURVEY DISK
 QO0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0207_SP_SET: BRIDGE
 QO0207_STAMPING: 8210 Q 1975
 QO0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0207
 QO0207  HISTORY     - Date     Condition        Report By
 QO0207  HISTORY     - 1975     MONUMENTED       MNDT
 QO0207
 QO0207                          STATION DESCRIPTION
 QO0207
 QO0207'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0207'2.25 MI NE FROM STILLWATER.
 QO0207'THE MARK IS LOCATED 2.8 MILES NORTH ALONG TH 95 FROM THE JUNCTION OF
 QO0207'TH 95 AND TH 212 IN STILLWATER AND 1.3 MILES NORTHEAST OF THE JUNCTION
 QO0207'OF TH 95 AND TH 96 IN THE BOOM SITE REST AREA.  IT IS 56.5 FEET
 QO0207'SOUTHEAST OF, AND 3 FEET LOWER THAN THE CENTERLINE OF TH 95 AT
 QO0207'MILEPOINT 101.4, AND 58.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 QO0207'1 STORY BRICK BUILDING (MAINTENANCE AND RESTROOMS).  IT IS A VERTICAL
 QO0207'CONTROL MONUMENT DISK CEMENTED IN THE WEST END OF THE NORTH ABUTMENT
 QO0207'OF A PEDESTRIAN BRIDGE OVER A DEEP RAVINE.  SE 1/4 SECTION 15, T 30N,
 QO0207'R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2486 ***********************************************************************
 QO2486  DESIGNATION -  8210 R RESET
 QO2486  PID         -  QO2486
 QO2486  STATE/COUNTY-  MN/WASHINGTON
 QO2486  USGS QUAD   -  STILLWATER (1993)
 QO2486
 QO2486                         *CURRENT SURVEY CONTROL
 QO2486  ___________________________________________________________________
 QO2486* NAD 83(1986)-  45 04 48.     (N)    092 48 09.     (W)     SCALED    
 QO2486* NAVD 88     -       211.88   (meters)     695.1    (feet)  RESET     
 QO2486  ___________________________________________________________________
 QO2486  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 QO2486
 QO2486  VERT ORDER  -  THIRD
 QO2486
 QO2486.The horizontal coordinates were scaled from a topographic map and have
 QO2486.an estimated accuracy of +/- 6 seconds.
 QO2486
 QO2486.The orthometric height was computed from unverified reset data.
 QO2486.No vertical observational check was made to the station.
 QO2486
 QO2486.The geoid height was determined by GEOID03.
 QO2486
 QO2486;                    North         East    Units  Estimated Accuracy
 QO2486;SPC MN S     -   331,810.      894,280.      MT  (+/- 180 meters Scaled)
 QO2486
 QO2486                          SUPERSEDED SURVEY CONTROL
 QO2486
 QO2486  NGVD 29 (04/14/03)  211.85   (m)          695.0    (f) RESET       3  
 QO2486
 QO2486.Superseded values are not recommended for survey control.
 QO2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2486.See file dsdata.txt to determine how the superseded data were derived.
 QO2486
 QO2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK155918(NAD 83)
 QO2486_MARKER: DD = SURVEY DISK
 QO2486_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2486_SP_SET: ALUMINUM ALLOY ROD
 QO2486_STAMPING: 8210 R RESET 1991
 QO2486_MARK LOGO: MNDT  
 QO2486_PROJECTION: FLUSH
 QO2486_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2486_ROD/PIPE-DEPTH: 4.6  meters
 QO2486
 QO2486  HISTORY     - Date     Condition        Report By
 QO2486  HISTORY     - 1991     MONUMENTED       MNDT
 QO2486
 QO2486                          STATION DESCRIPTION
 QO2486
 QO2486'DESCRIBED BY MN DEPT OF TRANSP 1991
 QO2486'1.75 MI (2.82 KM) NORTH ALONG TH 95 FROM THE JUNCTION OF TH 95 AND TH
 QO2486'212 IN STILLWATER AND 0.25 MI (0.40 KM) NORTHEAST OF THE JUNCTION
 QO2486'WITH TH 96, IN THE SE QTR OF SEC 16, T30N, R20W AT MP 102.4, 55 FT
 QO2486'(16.8 M) WEST OF THE CENTERLINE OF TH 95, 225 FT (68.6 M) NORTH OF A
 QO2486'BOX CULVERT OVER SILVER CREEK, 1 FT (0.3 M) EAST OF A STEEL WITNESS
 QO2486'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0210 ***********************************************************************
 QO0210  DESIGNATION -  8210 S
 QO0210  PID         -  QO0210
 QO0210  STATE/COUNTY-  MN/WASHINGTON
 QO0210  USGS QUAD   -  STILLWATER (1993)
 QO0210
 QO0210                         *CURRENT SURVEY CONTROL
 QO0210  ___________________________________________________________________
 QO0210* NAD 83(1986)-  45 04 36.     (N)    092 48 19.     (W)     SCALED    
 QO0210* NAVD 88     -       210.005  (meters)     688.99   (feet)  ADJUSTED  
 QO0210  ___________________________________________________________________
 QO0210  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 QO0210  DYNAMIC HT  -         210.002 (meters)     688.98  (feet)  COMP
 QO0210  MODELED GRAV-     980,595.1   (mgal)                       NAVD 88
 QO0210
 QO0210  VERT ORDER  -  SECOND    CLASS I
 QO0210
 QO0210.The horizontal coordinates were scaled from a topographic map and have
 QO0210.an estimated accuracy of +/- 6 seconds.
 QO0210
 QO0210.The orthometric height was determined by differential leveling
 QO0210.and adjusted by the National Geodetic Survey in June 1991..
 QO0210
 QO0210.The geoid height was determined by GEOID03.
 QO0210
 QO0210.The dynamic height is computed by dividing the NAVD 88
 QO0210.geopotential number by the normal gravity value computed on the
 QO0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0210.degrees latitude (g = 980.6199 gals.).
 QO0210
 QO0210.The modeled gravity was interpolated from observed gravity values.
 QO0210
 QO0210;                    North         East    Units  Estimated Accuracy
 QO0210;SPC MN S     -   331,430.      894,070.      MT  (+/- 180 meters Scaled)
 QO0210
 QO0210                          SUPERSEDED SURVEY CONTROL
 QO0210
 QO0210  NGVD 29 (??/??/92)  209.975  (m)          688.89   (f) ADJ UNCH    2 1
 QO0210
 QO0210.Superseded values are not recommended for survey control.
 QO0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0210.See file dsdata.txt to determine how the superseded data were derived.
 QO0210
 QO0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK153914(NAD 83)
 QO0210_MARKER: DD = SURVEY DISK
 QO0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0210_SP_SET: CULVERT
 QO0210_STAMPING: 8210 S 1975
 QO0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0210
 QO0210  HISTORY     - Date     Condition        Report By
 QO0210  HISTORY     - 1975     MONUMENTED       MNDT
 QO0210
 QO0210                          STATION DESCRIPTION
 QO0210
 QO0210'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0210'1.45 MI N FROM STILLWATER.
 QO0210'THE MARK IS LOCATED 1.5 MILES NORTH ALONG TH 95 FROM THE JUNCTION OF
 QO0210'TH 95 AND TH 212 IN STILLWATER AT THE JUNCTION OF TH 95 AND TH 97. IT
 QO0210'IS 55.0 FEET EAST OF, AND 5 FEET LOWER THAN THE CENTERLINE OF TH 95 AT
 QO0210'MILEPOINT 102.7 AND 159 FEET SOUTH OF THE TH 96 NORTHBOUND CONNECTION
 QO0210'TO TH 95.  IT IS A VERTICAL CONTROL MONUMENT DISK CEMENTED IN THE
 QO0210'SOUTH END OF THE EAST HEADWALL OF A 10 X 14 FOOT BOX CULVERT UNDER TH
 QO0210'95.  NE 1/4 SECTION 21, T 30N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0211 ***********************************************************************
 QO0211  DESIGNATION -  8210 T
 QO0211  PID         -  QO0211
 QO0211  STATE/COUNTY-  MN/WASHINGTON
 QO0211  USGS QUAD   -  STILLWATER (1993)
 QO0211
 QO0211                         *CURRENT SURVEY CONTROL
 QO0211  ___________________________________________________________________
 QO0211* NAD 83(1986)-  45 03 53.     (N)    092 48 23.     (W)     SCALED    
 QO0211* NAVD 88     -       219.088  (meters)     718.79   (feet)  ADJUSTED  
 QO0211  ___________________________________________________________________
 QO0211  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 QO0211  DYNAMIC HT  -         219.084 (meters)     718.78  (feet)  COMP
 QO0211  MODELED GRAV-     980,593.8   (mgal)                       NAVD 88
 QO0211
 QO0211  VERT ORDER  -  SECOND    CLASS I
 QO0211
 QO0211.The horizontal coordinates were scaled from a topographic map and have
 QO0211.an estimated accuracy of +/- 6 seconds.
 QO0211
 QO0211.The orthometric height was determined by differential leveling
 QO0211.and adjusted by the National Geodetic Survey in June 1991..
 QO0211
 QO0211.The geoid height was determined by GEOID03.
 QO0211
 QO0211.The dynamic height is computed by dividing the NAVD 88
 QO0211.geopotential number by the normal gravity value computed on the
 QO0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0211.degrees latitude (g = 980.6199 gals.).
 QO0211
 QO0211.The modeled gravity was interpolated from observed gravity values.
 QO0211
 QO0211;                    North         East    Units  Estimated Accuracy
 QO0211;SPC MN S     -   330,110.      894,000.      MT  (+/- 180 meters Scaled)
 QO0211
 QO0211                          SUPERSEDED SURVEY CONTROL
 QO0211
 QO0211  NGVD 29 (??/??/92)  219.057  (m)          718.69   (f) ADJ UNCH    2 1
 QO0211
 QO0211.Superseded values are not recommended for survey control.
 QO0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0211.See file dsdata.txt to determine how the superseded data were derived.
 QO0211
 QO0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK152901(NAD 83)
 QO0211_MARKER: DD = SURVEY DISK
 QO0211_SETTING: 66 = SET IN ROCK OUTCROP
 QO0211_SP_SET: SANDSTONE LEDGE
 QO0211_STAMPING: 8210 T 1975
 QO0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QO0211+STABILITY: POSITION/ELEVATION WELL
 QO0211
 QO0211  HISTORY     - Date     Condition        Report By
 QO0211  HISTORY     - 1975     MONUMENTED       MNDT
 QO0211
 QO0211                          STATION DESCRIPTION
 QO0211
 QO0211'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0211'IN STILLWATER.
 QO0211'THE MARK IS LOCATED IN STILLWATER, 0.7 MILES NORTH ALONG TH 95 (MAIN
 QO0211'STREET) FROM THE JUNCTION OF TH 95 AND TH 212 (CHESTNUT STREET) AND
 QO0211'0.6 MILES SOUTH OF THE BURLINGTON NORTHERN RAILROAD BRIDGE OVER TH 95.
 QO0211'IT IS 35.8 FEET WEST OF AND LEVEL WITH THE CENTERLINE OF TH 95 AT
 QO0211'MILEPOINT 103.5, 78.7 FEET SOUTHWEST OF A POWER POLE (WITH ARC LIGHT)
 QO0211'AND 7.4 FEET SOUTH OF A 10 INCH METAL CULVERT USED FOR EROSION
 QO0211'CONTROL.  IT IS A VERTICAL CONTROL MONUMENT DISK CEMENTED IN A
 QO0211'SANDSTONE LEDGE 7.0 FEET NORTHWEST OF A STEEL WITNESS POST.  SE 1/4
 QO0211'SECTION 21, T 30N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0774 ***********************************************************************
 QO0774  DESIGNATION -  8213 A
 QO0774  PID         -  QO0774
 QO0774  STATE/COUNTY-  MN/WASHINGTON
 QO0774  USGS QUAD   -  LINWOOD (1993)
 QO0774
 QO0774                         *CURRENT SURVEY CONTROL
 QO0774  ___________________________________________________________________
 QO0774* NAD 83(1996)-  45 17 21.02004(N)    093 00 08.97006(W)     ADJUSTED  
 QO0774* NAVD 88     -       280.399  (meters)     919.94   (feet)  ADJUSTED  
 QO0774  ___________________________________________________________________
 QO0774  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 QO0774  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 QO0774  DYNAMIC HT  -         280.396 (meters)     919.93  (feet)  COMP
 QO0774  MODELED GRAV-     980,595.0   (mgal)                       NAVD 88
 QO0774
 QO0774  HORZ ORDER  -  SECOND
 QO0774  VERT ORDER  -  SECOND    CLASS I
 QO0774
 QO0774.The horizontal coordinates were established by classical geodetic methods
 QO0774.and adjusted by the National Geodetic Survey in March 1999..
 QO0774
 QO0774.The orthometric height was determined by differential leveling
 QO0774.and adjusted by the National Geodetic Survey in June 1991..
 QO0774
 QO0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0774
 QO0774.The geoid height was determined by GEOID03.
 QO0774
 QO0774.The dynamic height is computed by dividing the NAVD 88
 QO0774.geopotential number by the normal gravity value computed on the
 QO0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0774.degrees latitude (g = 980.6199 gals.).
 QO0774
 QO0774.The modeled gravity was interpolated from observed gravity values.
 QO0774
 QO0774;                    North         East     Units Scale Factor Converg.
 QO0774;SPC MN S     -   354,840.838   878,253.112   MT  1.00001665   +0 41 57.1
 QO0774;UTM  15      - 5,015,074.590   499,804.608   MT  0.99960000   -0 00 06.4
 QO0774
 QO0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0774!SPC MN S     -   0.99996036  x   1.00001665  =   0.99997701
 QO0774!UTM  15      -   0.99996036  x   0.99960000  =   0.99956038
 QO0774
 QO0774                          SUPERSEDED SURVEY CONTROL
 QO0774
 QO0774  NAD 83(1986)-  45 17 21.01388(N)    093 00 08.95719(W) AD(       ) 2
 QO0774  NAD 27      -  45 17 21.13523(N)    093 00 08.16592(W) AD(       ) 2
 QO0774  NGVD 29 (??/??/92)  280.360  (m)          919.81   (f) ADJ UNCH    2 1
 QO0774
 QO0774.Superseded values are not recommended for survey control.
 QO0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0774.See file dsdata.txt to determine how the superseded data were derived.
 QO0774
 QO0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9980515075(NAD 83)
 QO0774_MARKER: DD = SURVEY DISK
 QO0774_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0774_SP_SET: ABUTMENT
 QO0774_STAMPING: 8213 A 1975
 QO0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0774+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 QO0774
 QO0774  HISTORY     - Date     Condition        Report By
 QO0774  HISTORY     - 1975     MONUMENTED       MNDT
 QO0774  HISTORY     - 1975     GOOD             MNDT
 QO0774  HISTORY     - 20051001 GOOD             USPSQD
 QO0774
 QO0774                          STATION DESCRIPTION
 QO0774
 QO0774'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0774'0.9 MI W FROM FOREST LAKE.
 QO0774'IT IS 0.9 MILE WEST ALONG COUNTY ROAD 2 (BROADWAY) FROM THE JUNCTION
 QO0774'OF COUNTY ROAD 2 AND TRUNK HIGHWAY 61 IN FOREST LAKE.  THENCE, 0.6
 QO0774'MILE NORTH ALONG FAI 35.  IT IS 19 FEET SOUTHWEST OF, AND ABOUT 1 FOOT
 QO0774'LOWER THAN THE CENTERLINE OF SOUTHBOUND TRUNK HIGHWAY 8 (MILEPOINT 0)
 QO0774'AND IS CEMENTED IN THE SOUTH-EASTERLY (MOST EASTERLY CORNER ABUTMENT)
 QO0774'OF BRIDGE NUMBER 82815 (SOUTHBOUND TRUNK HIGHWAY 8 OVER INTERSTATE 35
 QO0774'AT MILEPOINT 132.3).  SE 1/4, SEC 6, T 32N, R 21W.
 QO0774
 QO0774                          STATION RECOVERY (2005)
 QO0774
 QO0774'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0774'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0146 ***********************************************************************
 QO0146  DESIGNATION -  8213 B
 QO0146  PID         -  QO0146
 QO0146  STATE/COUNTY-  MN/WASHINGTON
 QO0146  USGS QUAD   -  FOREST LAKE (1993)
 QO0146
 QO0146                         *CURRENT SURVEY CONTROL
 QO0146  ___________________________________________________________________
 QO0146* NAD 83(1986)-  45 17 19.     (N)    092 59 07.     (W)     SCALED    
 QO0146* NAVD 88     -       286.872  (meters)     941.18   (feet)  ADJUSTED  
 QO0146  ___________________________________________________________________
 QO0146  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 QO0146  DYNAMIC HT  -         286.870 (meters)     941.17  (feet)  COMP
 QO0146  MODELED GRAV-     980,600.3   (mgal)                       NAVD 88
 QO0146
 QO0146  VERT ORDER  -  SECOND    CLASS I
 QO0146
 QO0146.The horizontal coordinates were scaled from a topographic map and have
 QO0146.an estimated accuracy of +/- 6 seconds.
 QO0146
 QO0146.The orthometric height was determined by differential leveling
 QO0146.and adjusted by the National Geodetic Survey in June 1991..
 QO0146
 QO0146.The geoid height was determined by GEOID03.
 QO0146
 QO0146.The dynamic height is computed by dividing the NAVD 88
 QO0146.geopotential number by the normal gravity value computed on the
 QO0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0146.degrees latitude (g = 980.6199 gals.).
 QO0146
 QO0146.The modeled gravity was interpolated from observed gravity values.
 QO0146
 QO0146;                    North         East    Units  Estimated Accuracy
 QO0146;SPC MN S     -   354,800.      879,600.      MT  (+/- 180 meters Scaled)
 QO0146
 QO0146                          SUPERSEDED SURVEY CONTROL
 QO0146
 QO0146  NGVD 29 (??/??/92)  286.832  (m)          941.05   (f) ADJ UNCH    2 1
 QO0146
 QO0146.Superseded values are not recommended for survey control.
 QO0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0146.See file dsdata.txt to determine how the superseded data were derived.
 QO0146
 QO0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL011150(NAD 83)
 QO0146_MARKER: DD = SURVEY DISK
 QO0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0146_SP_SET: ABUTMENT
 QO0146_STAMPING: 8213 B 1975
 QO0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0146+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 QO0146
 QO0146  HISTORY     - Date     Condition        Report By
 QO0146  HISTORY     - 1975     MONUMENTED       MNDT
 QO0146  HISTORY     - 20051001 GOOD             USPSQD
 QO0146
 QO0146                          STATION DESCRIPTION
 QO0146
 QO0146'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0146'0.7 MI N FROM FOREST LAKE.
 QO0146'THE MARK IS LOCATED 0.7 MILES NORTH ALONG TH 61 FROM THE JUNCTION OF
 QO0146'TH 61 AND COUNTY ROAD 2 IN FOREST LAKE AND 0.9 MILE EAST OF FAI 35. IT
 QO0146'IS 25.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF EASTBOUND
 QO0146'TH 8 AT MILEPOINT 0.9, CEMENTED IN THE SOUTHEAST CORNER (ABUTMENT) OF
 QO0146'BRIDGE NO 82001, TH 8 OVER THE BURLINGTON NORTHERN RAILROAD AND A
 QO0146'FRONTAGE ROAD.  SE 1/4 SECTION 5, T 32N, R 21W.
 QO0146
 QO0146                          STATION RECOVERY (2005)
 QO0146
 QO0146'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0146'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0147 ***********************************************************************
 QO0147  DESIGNATION -  8213 C
 QO0147  PID         -  QO0147
 QO0147  STATE/COUNTY-  MN/WASHINGTON
 QO0147  USGS QUAD   -  FOREST LAKE (1993)
 QO0147
 QO0147                         *CURRENT SURVEY CONTROL
 QO0147  ___________________________________________________________________
 QO0147* NAD 83(1986)-  45 17 20.     (N)    092 59 02.     (W)     SCALED    
 QO0147* NAVD 88     -       284.137  (meters)     932.21   (feet)  ADJUSTED  
 QO0147  ___________________________________________________________________
 QO0147  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 QO0147  DYNAMIC HT  -         284.135 (meters)     932.20  (feet)  COMP
 QO0147  MODELED GRAV-     980,600.5   (mgal)                       NAVD 88
 QO0147
 QO0147  VERT ORDER  -  SECOND    CLASS I
 QO0147
 QO0147.The horizontal coordinates were scaled from a topographic map and have
 QO0147.an estimated accuracy of +/- 6 seconds.
 QO0147
 QO0147.The orthometric height was determined by differential leveling
 QO0147.and adjusted by the National Geodetic Survey in June 1991..
 QO0147
 QO0147.The geoid height was determined by GEOID03.
 QO0147
 QO0147.The dynamic height is computed by dividing the NAVD 88
 QO0147.geopotential number by the normal gravity value computed on the
 QO0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0147.degrees latitude (g = 980.6199 gals.).
 QO0147
 QO0147.The modeled gravity was interpolated from observed gravity values.
 QO0147
 QO0147;                    North         East    Units  Estimated Accuracy
 QO0147;SPC MN S     -   354,830.      879,710.      MT  (+/- 180 meters Scaled)
 QO0147
 QO0147                          SUPERSEDED SURVEY CONTROL
 QO0147
 QO0147  NGVD 29 (??/??/92)  284.097  (m)          932.07   (f) ADJ UNCH    2 1
 QO0147
 QO0147.Superseded values are not recommended for survey control.
 QO0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0147.See file dsdata.txt to determine how the superseded data were derived.
 QO0147
 QO0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL012150(NAD 83)
 QO0147_MARKER: DD = SURVEY DISK
 QO0147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0147_SP_SET: BRIDGE
 QO0147_STAMPING: 8213 C 1975
 QO0147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0147+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 QO0147
 QO0147  HISTORY     - Date     Condition        Report By
 QO0147  HISTORY     - 1975     MONUMENTED       MNDT
 QO0147  HISTORY     - 1975     GOOD             MNDT
 QO0147  HISTORY     - 20051001 GOOD             USPSQD
 QO0147
 QO0147                          STATION DESCRIPTION
 QO0147
 QO0147'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0147'0.7 MI N FROM FOREST LAKE.
 QO0147'0.7 MILE NORTH ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 QO0147'HIGHWAY 61 AND COUNTY ROAD 2 IN FOREST LAKE, AND 1.05 MILE EAST ALONG
 QO0147'TRUNK HIGHWAY 8 FROM FAI 35.  IT IS 25.0 FEET SOUTH OF AND ABOUT 1
 QO0147'FOOT HIGHER THAN EASTBOUND CENTERLINE OF TRUNK HIGHWAY 8 AT MILEPOINT
 QO0147'1.05 AND IS CEMENTED INTO THE SOUTHEAST CORNER OF BRIDGE 82002 (TRUNK
 QO0147'HIGHWAY 8 OVER TRUNK HIGHWAY 61).  SE 1/4, SEC 5, T 32N, R 21W.
 QO0147
 QO0147                          STATION RECOVERY (2005)
 QO0147
 QO0147'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0147'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0221 ***********************************************************************
 QO0221  DESIGNATION -  8214 D
 QO0221  PID         -  QO0221
 QO0221  STATE/COUNTY-  MN/WASHINGTON
 QO0221  USGS QUAD   -  STILLWATER (1993)
 QO0221
 QO0221                         *CURRENT SURVEY CONTROL
 QO0221  ___________________________________________________________________
 QO0221* NAD 83(1986)-  45 02 12.     (N)    092 47 48.     (W)     SCALED    
 QO0221* NAVD 88     -       257.783  (meters)     845.74   (feet)  ADJUSTED  
 QO0221  ___________________________________________________________________
 QO0221  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 QO0221  DYNAMIC HT  -         257.775 (meters)     845.72  (feet)  COMP
 QO0221  MODELED GRAV-     980,578.2   (mgal)                       NAVD 88
 QO0221
 QO0221  VERT ORDER  -  SECOND    CLASS I
 QO0221
 QO0221.The horizontal coordinates were scaled from a topographic map and have
 QO0221.an estimated accuracy of +/- 6 seconds.
 QO0221
 QO0221.The orthometric height was determined by differential leveling
 QO0221.and adjusted by the National Geodetic Survey in June 1991..
 QO0221
 QO0221.The geoid height was determined by GEOID03.
 QO0221
 QO0221.The dynamic height is computed by dividing the NAVD 88
 QO0221.geopotential number by the normal gravity value computed on the
 QO0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0221.degrees latitude (g = 980.6199 gals.).
 QO0221
 QO0221.The modeled gravity was interpolated from observed gravity values.
 QO0221
 QO0221;                    North         East    Units  Estimated Accuracy
 QO0221;SPC MN S     -   327,000.      894,810.      MT  (+/- 180 meters Scaled)
 QO0221
 QO0221                          SUPERSEDED SURVEY CONTROL
 QO0221
 QO0221  NGVD 29 (??/??/92)  257.750  (m)          845.63   (f) ADJ UNCH    2 1
 QO0221
 QO0221.Superseded values are not recommended for survey control.
 QO0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0221.See file dsdata.txt to determine how the superseded data were derived.
 QO0221
 QO0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK160870(NAD 83)
 QO0221_MARKER: DD = SURVEY DISK
 QO0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0221_SP_SET: BRIDGE
 QO0221_STAMPING: 8214 D 1974
 QO0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0221+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 QO0221
 QO0221  HISTORY     - Date     Condition        Report By
 QO0221  HISTORY     - 1974     MONUMENTED       MNDT
 QO0221  HISTORY     - 1975     GOOD             MNDT
 QO0221  HISTORY     - 20030920 GOOD             USPSQD
 QO0221
 QO0221                          STATION DESCRIPTION
 QO0221
 QO0221'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0221'IN OAK PARK HEIGHTS.
 QO0221'THE MARK IS LOCATED IN OAK PARK HEIGHTS, 0.2 MILE WEST ALONG TH 212
 QO0221'FROM THE SOUTH JUNCTION OF TH 212 AND TH 95.  IT IS 19.6 FEET EAST OF,
 QO0221'AND 1 FOOT HIGHER THAN THE CENTER OF COUNTY ROAD 23, 15.5 FEET NORTH
 QO0221'OF MNHD TRAVERSE STATION BAYPORT AND 27.6 FEET EAST OF BAYPORT RM 1.
 QO0221'IT IS A BENCH MARK DISK CEMENTED IN THE SOUTHEAST CORNER (WALKWAY) OF
 QO0221'BRIDGE NUMBER 9116, COUNTY ROAD 23 OVER TH 212, 4.4 FEET EAST OF THE
 QO0221'WEST EDGE OF THE WALK AND 2.0 FEET NORTH OF THE SOUTHEND OF THE WALK.
 QO0221'SW 1/4 SECTION 34, T 30N, R 20W.
 QO0221
 QO0221                          STATION RECOVERY (2003)
 QO0221
 QO0221'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 QO0221'RECOVERED AS DESCRIBED EXCEPT THAT TH 212 IS NOW TH 36. SPSPS GH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0220 ***********************************************************************
 QO0220  DESIGNATION -  8214 E
 QO0220  PID         -  QO0220
 QO0220  STATE/COUNTY-  MN/WASHINGTON
 QO0220  USGS QUAD   -  STILLWATER (1993)
 QO0220
 QO0220                         *CURRENT SURVEY CONTROL
 QO0220  ___________________________________________________________________
 QO0220* NAD 83(1996)-  45 02 21.72843(N)    092 47 40.61860(W)     ADJUSTED  
 QO0220* NAVD 88     -       238.896  (meters)     783.78   (feet)  ADJUSTED  
 QO0220  ___________________________________________________________________
 QO0220  LAPLACE CORR-         -14.06  (seconds)                    DEFLEC99
 QO0220  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 QO0220  DYNAMIC HT  -         238.889 (meters)     783.75  (feet)  COMP
 QO0220  MODELED GRAV-     980,580.3   (mgal)                       NAVD 88
 QO0220
 QO0220  HORZ ORDER  -  SECOND
 QO0220  VERT ORDER  -  SECOND    CLASS I
 QO0220
 QO0220.The horizontal coordinates were established by classical geodetic methods
 QO0220.and adjusted by the National Geodetic Survey in March 1999..
 QO0220
 QO0220.The orthometric height was determined by differential leveling
 QO0220.and adjusted by the National Geodetic Survey in June 1991..
 QO0220
 QO0220.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0220
 QO0220.The geoid height was determined by GEOID03.
 QO0220
 QO0220.The dynamic height is computed by dividing the NAVD 88
 QO0220.geopotential number by the normal gravity value computed on the
 QO0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0220.degrees latitude (g = 980.6199 gals.).
 QO0220
 QO0220.The modeled gravity was interpolated from observed gravity values.
 QO0220
 QO0220;                    North         East     Units Scale Factor Converg.
 QO0220;SPC MN S     -   327,301.997   894,968.922   MT  0.99996609   +0 50 41.6
 QO0220;UTM  15      - 4,987,344.328   516,176.290   MT  0.99960322   +0 08 43.2
 QO0220
 QO0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0220!SPC MN S     -   0.99996696  x   0.99996609  =   0.99993306
 QO0220!UTM  15      -   0.99996696  x   0.99960322  =   0.99957020
 QO0220
 QO0220:                Primary Azimuth Mark                     Grid Az
 QO0220:SPC MN S     -  BAYPORT NORTHERN STATES CO STK           128 48 04.5
 QO0220:UTM  15      -  BAYPORT NORTHERN STATES CO STK           129 30 02.9
 QO0220
 QO0220|---------------------------------------------------------------------|
 QO0220| PID    Reference Object                     Distance      Geod. Az  |
 QO0220|                                                           dddmmss.s |
 QO0220| QO1479 BAYPORT NORTHERN STATES CO STK      APPROX. 1.6 KM 1293846.1 |
 QO0220| QO0222 BAYPORT                             358.707 METERS 20858     |
 QO0220|---------------------------------------------------------------------|
 QO0220
 QO0220                          SUPERSEDED SURVEY CONTROL
 QO0220
 QO0220  NAD 83(1996)-  45 02 21.72294(N)    092 47 40.61636(W) AD(       ) 2
 QO0220  NAD 83(1986)-  45 02 21.72120(N)    092 47 40.61228(W) AD(       ) 2
 QO0220  NAD 27      -  45 02 21.84117(N)    092 47 39.86901(W) AD(       ) 2
 QO0220  NGVD 29 (??/??/92)  238.863  (m)          783.67   (f) ADJ UNCH    2 1
 QO0220
 QO0220.Superseded values are not recommended for survey control.
 QO0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0220.See file dsdata.txt to determine how the superseded data were derived.
 QO0220
 QO0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1617687344(NAD 83)
 QO0220_MARKER: DB = BENCH MARK DISK
 QO0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0220_SP_SET: BRIDGE
 QO0220_STAMPING: 8214 E 1974
 QO0220_MARK LOGO: MNHD  
 QO0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0220+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 QO0220
 QO0220  HISTORY     - Date     Condition        Report By
 QO0220  HISTORY     - 1974     MONUMENTED       MNDT
 QO0220  HISTORY     - 1975     GOOD             MNDT
 QO0220  HISTORY     - 20030920 GOOD             USPSQD
 QO0220
 QO0220                          STATION DESCRIPTION
 QO0220
 QO0220'DESCRIBED BY MN DEPT OF TRANSP 1974 (DKH)
 QO0220'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE CITY OF
 QO0220'STILLWATER, IN THE SOUTHWEST QUARTER OF SECTION 34, T30N, R20W,
 QO0220'IN THE SOUTHEAST CORNER OF BRIDGE NO. 9115 (EASTBOUND TRUNK
 QO0220'HIGHWAY 212 OVER TRUNK HIGHWAY 95).
 QO0220'
 QO0220'THE STATION, A STANDARD MHD BENCH MARK DISK STAMPED, 8214 E 1974,
 QO0220'IS SET FLUSH IN THE SOUTH END OF THE EAST WALKWAY OF BRIDGE
 QO0220'NO. 9115.  THE MARK IS 15.0 FEET EAST OF THE CENTERLINE OF THE
 QO0220'EASTBOUND LANE TRUNK HIGHWAY 212, AND 0.3 FEET NORTHEAST OF THE
 QO0220'SOUTHEAST CORNER OF THE BRIDGE.
 QO0220'
 QO0220'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 QO0220
 QO0220                          STATION RECOVERY (1975)
 QO0220
 QO0220'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 QO0220'IN OAK PARK HEIGHTS.
 QO0220'THE MARK IS LOCATED IN OAK PARK HEIGHTS, AT THE SOUTH JUNCTION OF TH
 QO0220'95 AND TH 212.  IT IS 15.7 FEET SOUTHEAST OF, AND 1 FOOT HIGHER THAN
 QO0220'THE CENTERLINE OF EASTBOUND TH 212 AT MILEPOINT 204.0.  IT IS A BENCH
 QO0220'MARK, DISK CEMENTED IN THE WALKWAY OF BRIDGE NUMBER 9115, TH 212
 QO0220'EASTBOUND OVER TH 95, 0.5 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE
 QO0220'WALK AND 0.5 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE SIDEWALK. SW
 QO0220'1/4 SECTION 34, T 30N, R 20W.
 QO0220
 QO0220                          STATION RECOVERY (2003)
 QO0220
 QO0220'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 QO0220'RECOVERED AS DESCRIBED, EXCEPT THAT HYWAY 212 IS NOW HYWAY 36. SPSPS
 QO0220'GH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0219 ***********************************************************************
 QO0219  DESIGNATION -  8214 F
 QO0219  PID         -  QO0219
 QO0219  STATE/COUNTY-  MN/WASHINGTON
 QO0219  USGS QUAD   -  STILLWATER (1993)
 QO0219
 QO0219                         *CURRENT SURVEY CONTROL
 QO0219  ___________________________________________________________________
 QO0219* NAD 83(1986)-  45 02 41.     (N)    092 47 45.     (W)     SCALED    
 QO0219* NAVD 88     -       221.789  (meters)     727.65   (feet)  ADJUSTED  
 QO0219  ___________________________________________________________________
 QO0219  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 QO0219  DYNAMIC HT  -         221.783 (meters)     727.63  (feet)  COMP
 QO0219  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 QO0219
 QO0219  VERT ORDER  -  SECOND    CLASS I
 QO0219
 QO0219.The horizontal coordinates were scaled from a topographic map and have
 QO0219.an estimated accuracy of +/- 6 seconds.
 QO0219
 QO0219.The orthometric height was determined by differential leveling
 QO0219.and adjusted by the National Geodetic Survey in June 1991..
 QO0219
 QO0219.The geoid height was determined by GEOID03.
 QO0219
 QO0219.The dynamic height is computed by dividing the NAVD 88
 QO0219.geopotential number by the normal gravity value computed on the
 QO0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0219.degrees latitude (g = 980.6199 gals.).
 QO0219
 QO0219.The modeled gravity was interpolated from observed gravity values.
 QO0219
 QO0219;                    North         East    Units  Estimated Accuracy
 QO0219;SPC MN S     -   327,900.      894,860.      MT  (+/- 180 meters Scaled)
 QO0219
 QO0219                          SUPERSEDED SURVEY CONTROL
 QO0219
 QO0219  NGVD 29 (??/??/92)  221.756  (m)          727.54   (f) ADJ UNCH    2 1
 QO0219
 QO0219.Superseded values are not recommended for survey control.
 QO0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0219.See file dsdata.txt to determine how the superseded data were derived.
 QO0219
 QO0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK160879(NAD 83)
 QO0219_MARKER: DD = SURVEY DISK
 QO0219_SETTING: 66 = SET IN ROCK OUTCROP
 QO0219_SP_SET: SANDSTONE CLIFF
 QO0219_STAMPING: 8214 F 1974
 QO0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QO0219+STABILITY: POSITION/ELEVATION WELL
 QO0219
 QO0219  HISTORY     - Date     Condition        Report By
 QO0219  HISTORY     - 1974     MONUMENTED       MNDT
 QO0219  HISTORY     - 1975     GOOD             MNDT
 QO0219  HISTORY     - 20040730 MARK NOT FOUND   USPSQD
 QO0219
 QO0219                          STATION DESCRIPTION
 QO0219
 QO0219'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0219'IN STILLWATER.
 QO0219'THE MARK IS LOCATED 0.95 MILES SOUTH ALONG TH 212 (MAIN STREET) FROM
 QO0219'THE NORTH JUNCTION OF TH 212 AND TH 95 IN STILLWATER AND 0.4 MILE
 QO0219'NORTH OF THE SOUTH JUNCTION OF TH 212 AND TH 95.  IT IS 39.9 FEET WEST
 QO0219'OF THE WEST EDGE OF THE BLACKTOP ROADWAY OF TH 212 AT MILEPOINT 204.4,
 QO0219'112 FEET SOUTH OF A FIELD STONE CORNER IN THE SANDSTONE CLIFF AND 50
 QO0219'FEET NORTH OF THE NORTH END OF A CONCRETE DIVIDER IN THE HIGHWAY. IT
 QO0219'IS A VERTICAL CONTROL MONUMENT DISK CEMENTED IN A LEDGE ALONG THE
 QO0219'SANDSTONE CLIFF, 6.4 FEET WEST OF A STEEL WITNESS POST.  SE 1/4
 QO0219'SECTION 34, T 30N, R 20W.
 QO0219
 QO0219                          STATION RECOVERY (2004)
 QO0219
 QO0219'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 QO0219'MARK NOT FOUND, ROAD CONSTRUCTION MAY HAVE COVERED THE MARK, SPSPS JRD
 QO0219' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0218 ***********************************************************************
 QO0218  DESIGNATION -  8214 G
 QO0218  PID         -  QO0218
 QO0218  STATE/COUNTY-  MN/WASHINGTON
 QO0218  USGS QUAD   -  STILLWATER (1993)
 QO0218
 QO0218                         *CURRENT SURVEY CONTROL
 QO0218  ___________________________________________________________________
 QO0218* NAD 83(1986)-  45 03 13.     (N)    092 48 15.     (W)     SCALED    
 QO0218* NAVD 88     -       214.562  (meters)     703.94   (feet)  ADJUSTED  
 QO0218  ___________________________________________________________________
 QO0218  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 QO0218  DYNAMIC HT  -         214.558 (meters)     703.93  (feet)  COMP
 QO0218  MODELED GRAV-     980,590.8   (mgal)                       NAVD 88
 QO0218
 QO0218  VERT ORDER  -  SECOND    CLASS I
 QO0218
 QO0218.The horizontal coordinates were scaled from a topographic map and have
 QO0218.an estimated accuracy of +/- 6 seconds.
 QO0218
 QO0218.The orthometric height was determined by differential leveling
 QO0218.and adjusted by the National Geodetic Survey in June 1991..
 QO0218
 QO0218.The geoid height was determined by GEOID03.
 QO0218
 QO0218.The dynamic height is computed by dividing the NAVD 88
 QO0218.geopotential number by the normal gravity value computed on the
 QO0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0218.degrees latitude (g = 980.6199 gals.).
 QO0218
 QO0218.The modeled gravity was interpolated from observed gravity values.
 QO0218
 QO0218;                    North         East    Units  Estimated Accuracy
 QO0218;SPC MN S     -   328,870.      894,190.      MT  (+/- 180 meters Scaled)
 QO0218
 QO0218                          SUPERSEDED SURVEY CONTROL
 QO0218
 QO0218  NGVD 29 (??/??/92)  214.531  (m)          703.84   (f) ADJ UNCH    2 1
 QO0218
 QO0218.Superseded values are not recommended for survey control.
 QO0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0218.See file dsdata.txt to determine how the superseded data were derived.
 QO0218
 QO0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK154889(NAD 83)
 QO0218_MARKER: DD = SURVEY DISK
 QO0218_SETTING: 66 = SET IN ROCK OUTCROP
 QO0218_SP_SET: SANDSTONE CLIFF
 QO0218_STAMPING: 8214 G 1975
 QO0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QO0218+STABILITY: POSITION/ELEVATION WELL
 QO0218
 QO0218  HISTORY     - Date     Condition        Report By
 QO0218  HISTORY     - 1975     MONUMENTED       MNDT
 QO0218
 QO0218                          STATION DESCRIPTION
 QO0218
 QO0218'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0218'IN STILLWATER.
 QO0218'THE MARK IS LOCATED IN STILLWATER 0.25 MILES SOUTH ALONG TH 212 (MAIN
 QO0218'STREET) FROM THE JUNCTION OF TH 212 AND TH 95 (NORTH) IN STILLWATER
 QO0218'AND 0.9 MILE NORTH OF THE SOUTH JUNCTION OF TH 212 AND TH 95, ABOUT
 QO0218'600 FEET SOUTH OF A NORTHERN STATES POWER SUB-STATION.  IT IS 35.5
 QO0218'FEET WEST OF THE CENTERLINE OF TH 212 AT MILEPOINT 205.0, 33.5 FEET
 QO0218'NORTHWEST OF A POWER POLE AND 94 FEET SOUTH-SOUTHWEST OF A POWER POLE
 QO0218'WITH AN ARC LIGHT.  IT IS A VERTICAL CONTROL MONUMENT DISK CEMENTED IN
 QO0218'A LEDGE ALONG THE SANDSTONE CLIFF, 4.8 FEET WEST OF A STEEL WITNESS
 QO0218'POST.  SE 1/4 SECTION 28, T 30N, R 20W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2151 ***********************************************************************
 QO2151  DESIGNATION -  8219 A
 QO2151  PID         -  QO2151
 QO2151  STATE/COUNTY-  MN/WASHINGTON
 QO2151  USGS QUAD   -  WHITE BEAR LAKE EAST (1993)
 QO2151
 QO2151                         *CURRENT SURVEY CONTROL
 QO2151  ___________________________________________________________________
 QO2151* NAD 83(1986)-  45 03 04.     (N)    092 59 04.     (W)     SCALED    
 QO2151* NAVD 88     -       305.654  (meters)    1002.80   (feet)  ADJUSTED  
 QO2151  ___________________________________________________________________
 QO2151  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 QO2151  DYNAMIC HT  -         305.647 (meters)    1002.78  (feet)  COMP
 QO2151  MODELED GRAV-     980,585.5   (mgal)                       NAVD 88
 QO2151
 QO2151  VERT ORDER  -  SECOND    CLASS I
 QO2151
 QO2151.The horizontal coordinates were scaled from a topographic map and have
 QO2151.an estimated accuracy of +/- 6 seconds.
 QO2151
 QO2151.The orthometric height was determined by differential leveling
 QO2151.and adjusted by the National Geodetic Survey in June 1991..
 QO2151
 QO2151.The geoid height was determined by GEOID03.
 QO2151
 QO2151.The dynamic height is computed by dividing the NAVD 88
 QO2151.geopotential number by the normal gravity value computed on the
 QO2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2151.degrees latitude (g = 980.6199 gals.).
 QO2151
 QO2151.The modeled gravity was interpolated from observed gravity values.
 QO2151
 QO2151;                    North         East    Units  Estimated Accuracy
 QO2151;SPC MN S     -   328,400.      880,000.      MT  (+/- 180 meters Scaled)
 QO2151
 QO2151                          SUPERSEDED SURVEY CONTROL
 QO2151
 QO2151.No superseded survey control is available for this station.
 QO2151
 QO2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK012886(NAD 83)
 QO2151_MARKER: DD = SURVEY DISK
 QO2151_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2151_SP_SET: COPPER-CLAD STEEL ROD
 QO2151_STAMPING: 8219 A 1980
 QO2151_MARK LOGO: MNDT  
 QO2151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2151
 QO2151  HISTORY     - Date     Condition        Report By
 QO2151  HISTORY     - 1980     MONUMENTED       MNDT
 QO2151  HISTORY     - 1988     MARK NOT FOUND   MNDT
 QO2151
 QO2151                          STATION DESCRIPTION
 QO2151
 QO2151'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2151'IN MAHTOMEDI.
 QO2151'THE MARK IS LOCATED IN MAHTOMEDI NEAR THE JUNCTION OF COUNTY ROAD 27
 QO2151'AND TRUNK HIGHWAYS 244 AND 120 AND IS IN THE SW 1/4 OF SECTION 30,
 QO2151'T30N, R21W.  THE MARK IS 221.9 FEET NORTH OF THE CENTERLINE OF TRUNK
 QO2151'HIGHWAY 244, 116.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 QO2151'CONCRETE BLOCK COMMERCIAL BUILDING, 29 FEET EAST OF THE CENTERLINE OF
 QO2151'COUNTY ROAD 27, 2 FEET SOUTH OF A POWER POLE WITH GUY WIRES AND 1
 QO2151'FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QO2151'VERTICAL CONTROL MARK DISK STAMPED---8219 A 1980---, IS CRIMPED TO
 QO2151'THE TOP OF A 5/8 INCH DIAMETER BY 17 FOOT LONG COPPER-CLAD STEEL ROD
 QO2151'THAT WAS DRIVEN TO REFUSAL AND IS FLUSH WITH THE GROUND.
 QO2151
 QO2151                          STATION RECOVERY (1988)
 QO2151
 QO2151'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 QO2151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2152 ***********************************************************************
 QO2152  DESIGNATION -  8219 B
 QO2152  PID         -  QO2152
 QO2152  STATE/COUNTY-  MN/WASHINGTON
 QO2152  USGS QUAD   -  WHITE BEAR LAKE EAST (1993)
 QO2152
 QO2152                         *CURRENT SURVEY CONTROL
 QO2152  ___________________________________________________________________
 QO2152* NAD 83(1986)-  45 03 01.     (N)    092 58 21.     (W)     SCALED    
 QO2152* NAVD 88     -       302.624  (meters)     992.86   (feet)  ADJUSTED  
 QO2152  ___________________________________________________________________
 QO2152  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 QO2152  DYNAMIC HT  -         302.617 (meters)     992.84  (feet)  COMP
 QO2152  MODELED GRAV-     980,583.8   (mgal)                       NAVD 88
 QO2152
 QO2152  VERT ORDER  -  SECOND    CLASS I
 QO2152
 QO2152.The horizontal coordinates were scaled from a topographic map and have
 QO2152.an estimated accuracy of +/- 6 seconds.
 QO2152
 QO2152.The orthometric height was determined by differential leveling
 QO2152.and adjusted by the National Geodetic Survey in June 1991..
 QO2152
 QO2152.The geoid height was determined by GEOID03.
 QO2152
 QO2152.The dynamic height is computed by dividing the NAVD 88
 QO2152.geopotential number by the normal gravity value computed on the
 QO2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2152.degrees latitude (g = 980.6199 gals.).
 QO2152
 QO2152.The modeled gravity was interpolated from observed gravity values.
 QO2152
 QO2152;                    North         East    Units  Estimated Accuracy
 QO2152;SPC MN S     -   328,320.      880,940.      MT  (+/- 180 meters Scaled)
 QO2152
 QO2152                          SUPERSEDED SURVEY CONTROL
 QO2152
 QO2152.No superseded survey control is available for this station.
 QO2152
 QO2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK021885(NAD 83)
 QO2152_MARKER: DB = BENCH MARK DISK
 QO2152_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2152_SP_SET: COPPER-CLAD STEEL ROD
 QO2152_STAMPING: 8219 B 1980
 QO2152_MARK LOGO: MNDT  
 QO2152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2152+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 QO2152
 QO2152  HISTORY     - Date     Condition        Report By
 QO2152  HISTORY     - 1980     MONUMENTED       MNDT
 QO2152  HISTORY     - 20051115 GOOD             USPSQD
 QO2152
 QO2152                          STATION DESCRIPTION
 QO2152
 QO2152'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2152'IN MAHTOMEDI.
 QO2152'THE MARK IS LOCATED 0.6 MILE EAST ALONG TRUNK HIGHWAY 244 FROM ITS
 QO2152'JUNCTION WITH TRUNK HIGHWAY 120 IN MAHTOMEDI AND IS AT THE WEST
 QO2152'JUNCTION OF COUNTY ROAD 79 IN THE NE 1/4 OF SECTION 31, T30N, R21W.
 QO2152'THE MARK IS 73 FEET SOUTH-SOUTHEAST OF AND ABOUT 5 FEET HIGHER THAN
 QO2152'THE CENTERLINE OF HIGHWAY 244, 36.5 FEET NORTHEAST OF AND ABOUT LEVEL
 QO2152'WITH THE CENTERLINE OF COUNTY ROAD 79, 52.9 FEET SOUTHEAST OF THE
 QO2152'EAST END OF AN 18 INCH METAL CULVERT UNDER THE COUNTY ROAD, 3 FEET
 QO2152'SOUTH OF A POWER POLE AND 0.8 FOOT NORTHWEST OF A STEEL WITNESS POST.
 QO2152'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED ---8219
 QO2152'B 1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 50
 QO2152'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE
 QO2152'SURFACE OF THE GROUND.
 QO2152
 QO2152                          STATION RECOVERY (2005)
 QO2152
 QO2152'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO2152'FOUND AS DESCRIBED IN 1980 DESCRIPTION EXCEPT THERE ARE NO LONGER
 QO2152'OBVIOUS INDICATIONS OF COUNTY ROAD 79.
 QO2152' 
 QO2152'THE MARK IS IN THE SOUTHEAST CORNER OF THE THREE-WAY INTESECTION OF
 QO2152'TRUNK HIGHWAY 244 (ALSO KNOWN AS COUNTY ROAD E, WILDWOOD ROAD OR
 QO2152'MAHTOMEDI AVENUE) AND THE WEST-MOST ENTRANCE ONTO OLD WILDWOOD ROAD
 QO2152'(OLD WILDWOOD ROAD IS COUNTY ROAD 79 AND IS A 'U' SHAPED ROAD
 QO2152'CONNECTING ON BOTH ENDS TO HIGHWAY 244).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO2153 ***********************************************************************
 QO2153  DESIGNATION -  8219 C
 QO2153  PID         -  QO2153
 QO2153  STATE/COUNTY-  MN/WASHINGTON
 QO2153  USGS QUAD   -  WHITE BEAR LAKE EAST (1993)
 QO2153
 QO2153                         *CURRENT SURVEY CONTROL
 QO2153  ___________________________________________________________________
 QO2153* NAD 83(1986)-  45 03 16.     (N)    092 57 48.     (W)     SCALED    
 QO2153* NAVD 88     -       283.558  (meters)     930.31   (feet)  ADJUSTED  
 QO2153  ___________________________________________________________________
 QO2153  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 QO2153  DYNAMIC HT  -         283.551 (meters)     930.28  (feet)  COMP
 QO2153  MODELED GRAV-     980,583.3   (mgal)                       NAVD 88
 QO2153
 QO2153  VERT ORDER  -  SECOND    CLASS I
 QO2153
 QO2153.The horizontal coordinates were scaled from a topographic map and have
 QO2153.an estimated accuracy of +/- 6 seconds.
 QO2153
 QO2153.The orthometric height was determined by differential leveling
 QO2153.and adjusted by the National Geodetic Survey in June 1991..
 QO2153
 QO2153.The geoid height was determined by GEOID03.
 QO2153
 QO2153.The dynamic height is computed by dividing the NAVD 88
 QO2153.geopotential number by the normal gravity value computed on the
 QO2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2153.degrees latitude (g = 980.6199 gals.).
 QO2153
 QO2153.The modeled gravity was interpolated from observed gravity values.
 QO2153
 QO2153;                    North         East    Units  Estimated Accuracy
 QO2153;SPC MN S     -   328,800.      881,660.      MT  (+/- 180 meters Scaled)
 QO2153
 QO2153                          SUPERSEDED SURVEY CONTROL
 QO2153
 QO2153.No superseded survey control is available for this station.
 QO2153
 QO2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK028889(NAD 83)
 QO2153_MARKER: DB = BENCH MARK DISK
 QO2153_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2153_SP_SET: COPPER-CLAD STEEL ROD
 QO2153_STAMPING: 8219 C 1980
 QO2153_MARK LOGO: MNDT  
 QO2153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2153+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 QO2153
 QO2153  HISTORY     - Date     Condition        Report By
 QO2153  HISTORY     - 1980     MONUMENTED       MNDT
 QO2153  HISTORY     - 20051115 GOOD             USPSQD
 QO2153
 QO2153                          STATION DESCRIPTION
 QO2153
 QO2153'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2153'IN MAHTOMEDI.
 QO2153'THE MARK IS LOCATED ABOUT 1.2 MILES EAST ALONG TRUNK HIGHWAY 244 FROM
 QO2153'ITS JUNCTION WITH TRUNK HIGHWAY 120 IN MAHTOMEDI AND IS AT THE EAST
 QO2153'JUNCTION OF COUNTY ROAD 79 IN THE SW 1/4 OF SECTION 29, T30N, R21W.
 QO2153'THE MARK IS 128 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE
 QO2153'OF TRUNK HIGHWAY 244, 89 FEET NORTHWEST OF THE CENTERLINE OF COUNTY
 QO2153'ROAD 79, 76.6 FEET SOUTHWEST OF A POWER POLE WITH GUY WIRES, 58.8
 QO2153'FEET SOUTHWEST OF A R/W SIGN POST, 1.6 FEET NORTH OF A POWER POLE AND
 QO2153'0.7 FOOT NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 QO2153'MNDT VERTICAL CONTROL MARK DISK STAMPED---8219 C 1980---, IS CRIMPED
 QO2153'TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 64 FOOT LONG COPPER-CLAD
 QO2153'STEEL ROD THAT IS FLUSH WITH THE GROUND.
 QO2153
 QO2153                          STATION RECOVERY (2005)
 QO2153
 QO2153'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO2153'FOUND AS DESCRIBED IN 1980 DESCRIPTION EXCEPT THERE ARE NO LONGER
 QO2153'OBVIOUS INDICATIONS OF COUNTY ROAD 79.
 QO2153' 
 QO2153'THE MARK IS IN THE SOUTHWEST CORNER OF THE THREE-WAY INTESECTION OF
 QO2153'TRUNK HIGHWAY 244 (ALSO KNOWN AS COUNTY ROAD E, WILDWOOD ROAD OR
 QO2153'MAHTOMEDI AVENUE) AND THE EAST-MOST ENTRANCE ONTO OLD WILDWOOD ROAD
 QO2153'(OLD WILDWOOD ROAD IS COUNTY ROAD 79 AND IS A 'U' SHAPED ROAD
 QO2153'CONNECTING ON BOTH ENDS TO HIGHWAY 244).
 QO2153' 
 QO2153'MARK IS 1 FOOT NORTH OF A POWER POLE AND 0.7 FEET NORTHEAST OF A STEEL
 QO2153'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TD0237 ***********************************************************************
 TD0237  DESIGNATION -  825.5
 TD0237  PID         -  TD0237
 TD0237  STATE/COUNTY-  MN/KITTSON
 TD0237  USGS QUAD   -  DONALDSON (1974)
 TD0237
 TD0237                         *CURRENT SURVEY CONTROL
 TD0237  ___________________________________________________________________
 TD0237* NAD 83(1986)-  48 31 43.     (N)    096 53 21.     (W)     SCALED    
 TD0237* NAVD 88     -       251.953  (meters)     826.62   (feet)  ADJUSTED  
 TD0237  ___________________________________________________________________
 TD0237  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 TD0237  DYNAMIC HT  -         252.014 (meters)     826.82  (feet)  COMP
 TD0237  MODELED GRAV-     980,847.5   (mgal)                       NAVD 88
 TD0237
 TD0237  VERT ORDER  -  FIRST     CLASS II
 TD0237
 TD0237.The horizontal coordinates were scaled from a topographic map and have
 TD0237.an estimated accuracy of +/- 6 seconds.
 TD0237
 TD0237.The orthometric height was determined by differential leveling
 TD0237.and adjusted by the National Geodetic Survey in June 1991..
 TD0237
 TD0237.The geoid height was determined by GEOID03.
 TD0237
 TD0237.The dynamic height is computed by dividing the NAVD 88
 TD0237.geopotential number by the normal gravity value computed on the
 TD0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0237.degrees latitude (g = 980.6199 gals.).
 TD0237
 TD0237.The modeled gravity was interpolated from observed gravity values.
 TD0237
 TD0237;                    North         East    Units  Estimated Accuracy
 TD0237;SPC MN N     -   332,390.      520,250.      MT  (+/- 180 meters Scaled)
 TD0237
 TD0237                          SUPERSEDED SURVEY CONTROL
 TD0237
 TD0237  NGVD 29 (??/??/92)  251.628  (m)          825.55   (f) ADJ UNCH    1 2
 TD0237
 TD0237.Superseded values are not recommended for survey control.
 TD0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0237.See file dsdata.txt to determine how the superseded data were derived.
 TD0237
 TD0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU558772(NAD 83)
 TD0237_MARKER: Q = CHISELED SQUARE
 TD0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TD0237_SP_SET: CULVERT
 TD0237_STAMPING: BM 825.5
 TD0237_MARK LOGO: CGS   
 TD0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0237
 TD0237  HISTORY     - Date     Condition        Report By
 TD0237  HISTORY     - UNK      MONUMENTED       CGS
 TD0237  HISTORY     - 1940     GOOD             NGS
 TD0237  HISTORY     - 1981     GOOD             NGS
 TD0237
 TD0237                          STATION DESCRIPTION
 TD0237
 TD0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 TD0237'3.1 MI S FROM DONALDSON.
 TD0237'IN MARSHALL COUNTY, 3.0 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY
 TD0237'FROM THE STATION AT DONALDSON, KITTSON COUNTY, ONE POLE SOUTH OF
 TD0237'MILEPOST 53, AT THE CONCRETE HIGHWAY CULVERT IN WHICH BENCH MARK T 320
 TD0237'DESCRIBED ABOVE IS SET, AND ON THE TOP OF THE NORTH END OF THE WEST
 TD0237'HEADWALL.  A CHISELED CROSS IN AN OUTLINED SQUARE, SURROUNDED BY THE
 TD0237'LETTERS BM 825.5.
 TD0237
 TD0237                          STATION RECOVERY (1981)
 TD0237
 TD0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TD0237'5.0 KM (3.1 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 75 FROM THE
 TD0237'JUNCTION OF STATE HIGHWAY 11 IN DONALDSON, AT THE JUNCTION OF A DIRT
 TD0237'ROAD LEADING WEST, LOCATED ON THE TOP OF A HEADWALL OF A LARGE SINGLE
 TD0237'CHANNEL CONCRETE BOX CULVERT, UNDER THE HIGHWAY, 7.3 METERS (24.0 FT)
 TD0237'WEST OF THE CENTERLINE OF THE HIGHWAY, 28.3 METERS (93.0 FT) SOUTH OF
 TD0237'THE CENTER OF THE ROAD, 3.0 METERS (10.0 FT) NORTH OF BENCH MARK T
 TD0237'320, 0.15 METERS (0.5 FT) NORTH OF THE SOUTH END OF THE HEADWALL.
 TD0237'NOTE-NO EVIDENCE OF PREVIOUSLY MENTIONED STAMPING AROUND MARK.  OLD
 TD0237'DESCRIPTION SAYS A CHISLED CROSS IN AN OUTLINE SQUARE, SURROUNDED BY
 TD0237'THE LETTERS BM 825.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0773 ***********************************************************************
 QO0773  DESIGNATION -  8280 A
 QO0773  PID         -  QO0773
 QO0773  STATE/COUNTY-  MN/WASHINGTON
 QO0773  USGS QUAD   -  LINWOOD (1993)
 QO0773
 QO0773                         *CURRENT SURVEY CONTROL
 QO0773  ___________________________________________________________________
 QO0773* NAD 83(1996)-  45 16 45.59145(N)    093 00 10.71323(W)     ADJUSTED  
 QO0773* NAVD 88     -       281.690  (meters)     924.18   (feet)  ADJUSTED  
 QO0773  ___________________________________________________________________
 QO0773  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 QO0773  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 QO0773  DYNAMIC HT  -         281.687 (meters)     924.17  (feet)  COMP
 QO0773  MODELED GRAV-     980,596.8   (mgal)                       NAVD 88
 QO0773
 QO0773  HORZ ORDER  -  SECOND
 QO0773  VERT ORDER  -  SECOND    CLASS 0
 QO0773
 QO0773.The horizontal coordinates were established by classical geodetic methods
 QO0773.and adjusted by the National Geodetic Survey in March 1999..
 QO0773
 QO0773.The orthometric height was determined by differential leveling
 QO0773.and adjusted by the National Geodetic Survey in June 1991..
 QO0773.WARNING-Repeat measurements at this control monument indicate possible
 QO0773.vertical movement.
 QO0773
 QO0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 QO0773
 QO0773.The geoid height was determined by GEOID03.
 QO0773
 QO0773.The dynamic height is computed by dividing the NAVD 88
 QO0773.geopotential number by the normal gravity value computed on the
 QO0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0773.degrees latitude (g = 980.6199 gals.).
 QO0773
 QO0773.The modeled gravity was interpolated from observed gravity values.
 QO0773
 QO0773;                    North         East     Units Scale Factor Converg.
 QO0773;SPC MN S     -   353,746.706   878,228.468   MT  1.00001430   +0 41 55.8
 QO0773;UTM  15      - 5,013,981.295   499,766.596   MT  0.99960000   -0 00 07.6
 QO0773
 QO0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0773!SPC MN S     -   0.99996016  x   1.00001430  =   0.99997445
 QO0773!UTM  15      -   0.99996016  x   0.99960000  =   0.99956017
 QO0773
 QO0773                          SUPERSEDED SURVEY CONTROL
 QO0773
 QO0773  NAD 83(1986)-  45 16 45.58553(N)    093 00 10.70052(W) AD(       ) 2
 QO0773  NAD 27      -  45 16 45.70662(N)    093 00 09.90964(W) AD(       ) 2
 QO0773  NGVD 29 (??/??/92)  281.650  (m)          924.05   (f) ADJ UNCH    2 0
 QO0773
 QO0773.Superseded values are not recommended for survey control.
 QO0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0773.See file dsdata.txt to determine how the superseded data were derived.
 QO0773
 QO0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9976713981(NAD 83)
 QO0773_MARKER: DD = SURVEY DISK
 QO0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0773_SP_SET: ABUTMENT
 QO0773_STAMPING: 8280A1970
 QO0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0773+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2005
 QO0773
 QO0773  HISTORY     - Date     Condition        Report By
 QO0773  HISTORY     - 1970     MONUMENTED       MNDT
 QO0773  HISTORY     - 1975     GOOD             MNDT
 QO0773  HISTORY     - 20051001 GOOD             USPSQD
 QO0773
 QO0773                          STATION DESCRIPTION
 QO0773
 QO0773'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0773'0.9 MI W FROM FOREST LAKE.
 QO0773'IT IS 0.9 MILES WEST ALONG COUNTY ROAD 2 (BROADWAY) FROM THE JUNCTION
 QO0773'OF COUNTY ROAD 2 AND TRUNK HIGHWAY 61 IN FOREST LAKE.  IT IS 30.4 FEET
 QO0773'SOUTH OF AND 0.5 FEET HIGHER THAN THE CENTERLINE OF COUNTY ROAD 2 AND
 QO0773'IS CEMENTED INTO THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER
 QO0773'82801 (COUNTY ROAD 2 OVER INTERSTATE 35 AT MILEPOINT 131.75). NW 1/4,
 QO0773'SEC 7, T 32N, R 21W.
 QO0773
 QO0773                          STATION RECOVERY (2005)
 QO0773
 QO0773'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0773'RECOPVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0720 ***********************************************************************
 PP0720  DESIGNATION -  8282 A
 PP0720  PID         -  PP0720
 PP0720  STATE/COUNTY-  MN/WASHINGTON
 PP0720  USGS QUAD   -  HUDSON (1993)
 PP0720
 PP0720                         *CURRENT SURVEY CONTROL
 PP0720  ___________________________________________________________________
 PP0720* NAD 83(1986)-  44 57 42.     (N)    092 46 01.     (W)     SCALED    
 PP0720* NAVD 88     -       228.676  (meters)     750.25   (feet)  ADJUSTED  
 PP0720  ___________________________________________________________________
 PP0720  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 PP0720  DYNAMIC HT  -         228.662 (meters)     750.20  (feet)  COMP
 PP0720  MODELED GRAV-     980,548.4   (mgal)                       NAVD 88
 PP0720
 PP0720  VERT ORDER  -  SECOND    CLASS 0
 PP0720
 PP0720.The horizontal coordinates were scaled from a topographic map and have
 PP0720.an estimated accuracy of +/- 6 seconds.
 PP0720
 PP0720.The orthometric height was determined by differential leveling
 PP0720.and adjusted by the National Geodetic Survey in June 1991..
 PP0720
 PP0720.The geoid height was determined by GEOID03.
 PP0720
 PP0720.The dynamic height is computed by dividing the NAVD 88
 PP0720.geopotential number by the normal gravity value computed on the
 PP0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0720.degrees latitude (g = 980.6199 gals.).
 PP0720
 PP0720.The modeled gravity was interpolated from observed gravity values.
 PP0720
 PP0720;                    North         East    Units  Estimated Accuracy
 PP0720;SPC MN S     -   318,700.      897,280.      MT  (+/- 180 meters Scaled)
 PP0720
 PP0720                          SUPERSEDED SURVEY CONTROL
 PP0720
 PP0720  NGVD 29 (??/??/92)  228.643  (m)          750.14   (f) ADJ UNCH    2 0
 PP0720
 PP0720.Superseded values are not recommended for survey control.
 PP0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0720.See file dsdata.txt to determine how the superseded data were derived.
 PP0720
 PP0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK183787(NAD 83)
 PP0720_MARKER: DD = SURVEY DISK
 PP0720_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0720_SP_SET: BRIDGE ABUTMENT
 PP0720_STAMPING: 8282 A 1965
 PP0720_MARK LOGO: MNDT  
 PP0720_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0720+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1990
 PP0720
 PP0720  HISTORY     - Date     Condition        Report By
 PP0720  HISTORY     - 1965     MONUMENTED       MNDT
 PP0720  HISTORY     - 1976     GOOD             MNDT
 PP0720  HISTORY     - 19900302 GOOD             MNDT
 PP0720  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 PP0720  HISTORY     - 20050917 MARK NOT FOUND   USPSQD
 PP0720
 PP0720                          STATION DESCRIPTION
 PP0720
 PP0720'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP0720'IN LAKELAND.
 PP0720'LOCATED ABOUT 0.2 MILE EAST ALONG TRUNK HIGHWAY 12 (FUTURE EASTBOUND
 PP0720'FAI 94) FROM THE JUNCTION OF TRUNK HIGHWAYS 12 AND 95 AT LAKELAND. IT
 PP0720'IS 20.6 FEET SOUTH OF AND ABOUT 0.5 FOOT HIGHER THE CENTERLINE OF THE
 PP0720'EAST BOUND ROADWAY AND IS SET IN THE EAST END OF THE SOUTHWEST
 PP0720'WINGWALL OF BRIDGE NUMBER 5999 (TRUNK HIGHWAY 12 AND FAI 94 EAST BOUND
 PP0720'LANE OVER ST.  CROIX RIVER).  CORNER OF NE 1/4, SEC 35, T29N, R20W.
 PP0720
 PP0720                          STATION RECOVERY (1990)
 PP0720
 PP0720'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO)
 PP0720'RECOVERED AS DESCRIBED.
 PP0720
 PP0720                          STATION RECOVERY (2003)
 PP0720
 PP0720'RECOVERY NOTE BY US POWER SQUADRON 2003 (ATD)
 PP0720'MARK NOT FOUND.
 PP0720
 PP0720                          STATION RECOVERY (2005)
 PP0720
 PP0720'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 PP0720'MARK NOT FOUND. BRIDGE REPLACED IN 1995. GIVEN NUMBER 82800. BRIDGE
 PP0720'CONTAINS A WIDT VERTICAL CONTROL DISC THAT HAS YET TO BE STAMPED.
 PP0720'SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0721 ***********************************************************************
 PP0721  DESIGNATION -  8282 A 1
 PP0721  PID         -  PP0721
 PP0721  STATE/COUNTY-  MN/WASHINGTON
 PP0721  USGS QUAD   -  HUDSON (1993)
 PP0721
 PP0721                         *CURRENT SURVEY CONTROL
 PP0721  ___________________________________________________________________
 PP0721* NAD 83(1986)-  44 57 42.     (N)    092 46 01.     (W)     SCALED    
 PP0721* NAVD 88     -       232.392  (meters)     762.44   (feet)  ADJUSTED  
 PP0721  ___________________________________________________________________
 PP0721  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 PP0721  DYNAMIC HT  -         232.378 (meters)     762.39  (feet)  COMP
 PP0721  MODELED GRAV-     980,548.0   (mgal)                       NAVD 88
 PP0721
 PP0721  VERT ORDER  -  SECOND    CLASS I
 PP0721
 PP0721.The horizontal coordinates were scaled from a topographic map and have
 PP0721.an estimated accuracy of +/- 6 seconds.
 PP0721
 PP0721.The orthometric height was determined by differential leveling
 PP0721.and adjusted by the National Geodetic Survey in June 2000..
 PP0721.No vertical observational check was made to the station.
 PP0721
 PP0721.The geoid height was determined by GEOID03.
 PP0721
 PP0721.The dynamic height is computed by dividing the NAVD 88
 PP0721.geopotential number by the normal gravity value computed on the
 PP0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0721.degrees latitude (g = 980.6199 gals.).
 PP0721
 PP0721.The modeled gravity was interpolated from observed gravity values.
 PP0721
 PP0721;                    North         East    Units  Estimated Accuracy
 PP0721;SPC MN S     -   318,700.      897,280.      MT  (+/- 180 meters Scaled)
 PP0721
 PP0721                          SUPERSEDED SURVEY CONTROL
 PP0721
 PP0721  NAVD 88 (06/15/91)  232.409  (m)          762.50   (f) UNKNOWN     2 1
 PP0721  NGVD 29 (??/??/92)  232.376  (m)          762.39   (f) ADJ UNCH    2 1
 PP0721
 PP0721.Superseded values are not recommended for survey control.
 PP0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0721.See file dsdata.txt to determine how the superseded data were derived.
 PP0721
 PP0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK183787(NAD 83)
 PP0721_MARKER: DB = BENCH MARK DISK
 PP0721_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP0721_SP_SET: BRIDGE RAILING
 PP0721_STAMPING: 8282 A 1 1976
 PP0721_MARK LOGO: MNDT  
 PP0721_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0721+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 PP0721
 PP0721  HISTORY     - Date     Condition        Report By
 PP0721  HISTORY     - 1976     MONUMENTED       MNDT
 PP0721  HISTORY     - 19900302 GOOD             MNDT
 PP0721  HISTORY     - 19920827 GOOD             MNDT
 PP0721  HISTORY     - 20031116 GOOD             USPSQD
 PP0721  HISTORY     - 20040403 GOOD             USPSQD
 PP0721  HISTORY     - 20050917 GOOD             USPSQD
 PP0721
 PP0721                          STATION DESCRIPTION
 PP0721
 PP0721'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP0721'IN LAKELAND.
 PP0721'THE MARK IS LOCATED ABOUT 0.2 MILE EAST ALONG PRESENT TRUNK HIGHWAY 12
 PP0721'(FUTURE FAI 94) FROM THE JUNCTION OF TRUNK HIGHWAYS 12 AND 95.  IT IS
 PP0721'9.4 FEET EAST OF THE WEST END OF THE METAL RAILING WHICH IS ON TOP OF
 PP0721'THE CONCRETE RAIL ON THE NORTH SIDE OF BRIDGE NUMBER 9400 (WESTBOUND
 PP0721'FAI 94 OVER THE ST. CROIX RIVER).  IT IS SET IN A DRILL HOLE IN THE
 PP0721'CONCRETE BRIDGE RAILING AND IS ABOUT 3.3 FEET ABOVE THE LEVEL OF THE
 PP0721'WEST BOUND ROADWAY.  NE 1/4 SECTION 35, T29N, R20W.
 PP0721
 PP0721                          STATION RECOVERY (1990)
 PP0721
 PP0721'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO)
 PP0721'RECOVERED AS DESCRIBED.
 PP0721
 PP0721                          STATION RECOVERY (1992)
 PP0721
 PP0721'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP0721'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PP0721
 PP0721                          STATION RECOVERY (2003)
 PP0721
 PP0721'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 PP0721'RECOVERED IN GOOD CONDITION.
 PP0721
 PP0721                          STATION RECOVERY (2004)
 PP0721
 PP0721'RECOVERY NOTE BY US POWER SQUADRON 2004 (ST)
 PP0721'RECOVERED AS DESCRIBED AND IN GOOD CONDITION. USPS S.T.
 PP0721
 PP0721                          STATION RECOVERY (2005)
 PP0721
 PP0721'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 PP0721'RECOVERED AS DESCRIBED AND IN GOOD CONDITION. SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2220 ***********************************************************************
 AI2220  DESIGNATION -  8282 AA
 AI2220  PID         -  AI2220
 AI2220  STATE/COUNTY-  MN/WASHINGTON
 AI2220  USGS QUAD   -  LAKE ELMO (1993)
 AI2220
 AI2220                         *CURRENT SURVEY CONTROL
 AI2220  ___________________________________________________________________
 AI2220* NAD 83(1986)-  44 56 53.     (N)    092 57 32.     (W)     SCALED    
 AI2220* NAVD 88     -       311.911  (meters)    1023.33   (feet)  ADJUSTED  
 AI2220  ___________________________________________________________________
 AI2220  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AI2220  DYNAMIC HT  -         311.901 (meters)    1023.30  (feet)  COMP
 AI2220  MODELED GRAV-     980,576.9   (mgal)                       NAVD 88
 AI2220
 AI2220  VERT ORDER  -  SECOND    CLASS I
 AI2220
 AI2220.The horizontal coordinates were scaled from a topographic map and have
 AI2220.an estimated accuracy of +/- 6 seconds.
 AI2220
 AI2220.The orthometric height was determined by differential leveling
 AI2220.and adjusted by the National Geodetic Survey in June 2000..
 AI2220
 AI2220.The geoid height was determined by GEOID03.
 AI2220
 AI2220.The dynamic height is computed by dividing the NAVD 88
 AI2220.geopotential number by the normal gravity value computed on the
 AI2220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2220.degrees latitude (g = 980.6199 gals.).
 AI2220
 AI2220.The modeled gravity was interpolated from observed gravity values.
 AI2220
 AI2220;                    North         East    Units  Estimated Accuracy
 AI2220;SPC MN S     -   316,980.      882,160.      MT  (+/- 180 meters Scaled)
 AI2220
 AI2220                          SUPERSEDED SURVEY CONTROL
 AI2220
 AI2220.No superseded survey control is available for this station.
 AI2220
 AI2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK032771(NAD 83)
 AI2220_MARKER: DV = VERTICAL CONTROL DISK
 AI2220_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2220_SP_SET: BRIDGE RAILING
 AI2220_STAMPING: 8282 AA 1990
 AI2220_MARK LOGO: MNDT  
 AI2220_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2220+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 AI2220
 AI2220  HISTORY     - Date     Condition        Report By
 AI2220  HISTORY     - 1990     MONUMENTED       MNDT
 AI2220  HISTORY     - 19960708 GOOD             MNDT
 AI2220  HISTORY     - 20050319 GOOD             USPSQD
 AI2220
 AI2220                          STATION DESCRIPTION
 AI2220
 AI2220'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2220'THE MARK IS LOCATED AT THE JCT OF FAI 94/494 AND FAI 694 IN MAPLEWOOD,
 AI2220'IN THE TOP OF THE RAILING OF SB FAI 494 BRDG NO 82831 OVER FAI 94,
 AI2220'31.0 FT (9.4 M) WEST OF SB FAI 494, 107.0 FT (32.6 M) SSE OF LIGHT
 AI2220'STANDARD NO AIT-22, AND 1.3 FT (0.4 M) SOUTH OF THE NW COR OF THE
 AI2220'RAILING.
 AI2220
 AI2220                          STATION RECOVERY (1996)
 AI2220
 AI2220'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 AI2220'RECOVERD AS DESCRIBED.
 AI2220
 AI2220                          STATION RECOVERY (2005)
 AI2220
 AI2220'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AI2220'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2221 ***********************************************************************
 AI2221  DESIGNATION -  8282 AB
 AI2221  PID         -  AI2221
 AI2221  STATE/COUNTY-  MN/WASHINGTON
 AI2221  USGS QUAD   -  LAKE ELMO (1993)
 AI2221
 AI2221                         *CURRENT SURVEY CONTROL
 AI2221  ___________________________________________________________________
 AI2221* NAD 83(1986)-  44 56 54.     (N)    092 56 43.     (W)     SCALED    
 AI2221* NAVD 88     -       309.857  (meters)    1016.59   (feet)  ADJUSTED  
 AI2221  ___________________________________________________________________
 AI2221  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AI2221  DYNAMIC HT  -         309.847 (meters)    1016.56  (feet)  COMP
 AI2221  MODELED GRAV-     980,574.5   (mgal)                       NAVD 88
 AI2221
 AI2221  VERT ORDER  -  SECOND    CLASS I
 AI2221
 AI2221.The horizontal coordinates were scaled from a topographic map and have
 AI2221.an estimated accuracy of +/- 6 seconds.
 AI2221
 AI2221.The orthometric height was determined by differential leveling
 AI2221.and adjusted by the National Geodetic Survey in June 2000..
 AI2221
 AI2221.The geoid height was determined by GEOID03.
 AI2221
 AI2221.The dynamic height is computed by dividing the NAVD 88
 AI2221.geopotential number by the normal gravity value computed on the
 AI2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2221.degrees latitude (g = 980.6199 gals.).
 AI2221
 AI2221.The modeled gravity was interpolated from observed gravity values.
 AI2221
 AI2221;                    North         East    Units  Estimated Accuracy
 AI2221;SPC MN S     -   317,020.      883,230.      MT  (+/- 180 meters Scaled)
 AI2221
 AI2221                          SUPERSEDED SURVEY CONTROL
 AI2221
 AI2221.No superseded survey control is available for this station.
 AI2221
 AI2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK043772(NAD 83)
 AI2221_MARKER: DV = VERTICAL CONTROL DISK
 AI2221_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI2221+WITH SETTING: PAVEMENT
 AI2221_SP_SET: OVERHEAD SIGN BASE
 AI2221_STAMPING: 8282 AB 1990
 AI2221_MARK LOGO: MNDT  
 AI2221_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2221+STABILITY: SURFACE MOTION
 AI2221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2221+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 AI2221
 AI2221  HISTORY     - Date     Condition        Report By
 AI2221  HISTORY     - 1990     MONUMENTED       MNDT
 AI2221  HISTORY     - 19960708 GOOD             MNDT
 AI2221  HISTORY     - 20050319 GOOD             USPSQD
 AI2221
 AI2221                          STATION DESCRIPTION
 AI2221
 AI2221'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2221'THE MARK IS LOCATED IN WOODBURY.  TO REACH THE MARK FROM THE EAST JCT
 AI2221'OF FAI 94/494 AND FAI 694, GO EAST FOR 0.45 MI (0.72 KM) ON FAI 94 TO
 AI2221'FAI 94 MP 249.4.  THE MARK IS 60.4 FT (18.4 M) SOUTH OF EB FAI 94,
 AI2221'11.3 FT (3.4 M) WSW OF A GUARDRAIL POST, 14.7 FT (4.5 M) EAST OF A
 AI2221'DELINEATOR POST, 2.1 FT (0.6 M) SOUTH OF OVERHEAD SIGN POST, IN THE
 AI2221'SOUTH SIDE OF THE CONC BASE OF OVERHEAD SIGN NO A1S-J.
 AI2221
 AI2221                          STATION RECOVERY (1996)
 AI2221
 AI2221'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 AI2221'RECOVERED AS DESCRIBED.
 AI2221
 AI2221                          STATION RECOVERY (2005)
 AI2221
 AI2221'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AI2221'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2222 ***********************************************************************
 AI2222  DESIGNATION -  8282 AC
 AI2222  PID         -  AI2222
 AI2222  STATE/COUNTY-  MN/WASHINGTON
 AI2222  USGS QUAD   -  LAKE ELMO (1993)
 AI2222
 AI2222                         *CURRENT SURVEY CONTROL
 AI2222  ___________________________________________________________________
 AI2222* NAD 83(1986)-  44 56 54.     (N)    092 56 01.     (W)     SCALED    
 AI2222* NAVD 88     -       306.858  (meters)    1006.75   (feet)  ADJUSTED  
 AI2222  ___________________________________________________________________
 AI2222  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AI2222  DYNAMIC HT  -         306.847 (meters)    1006.71  (feet)  COMP
 AI2222  MODELED GRAV-     980,572.5   (mgal)                       NAVD 88
 AI2222
 AI2222  VERT ORDER  -  SECOND    CLASS I
 AI2222
 AI2222.The horizontal coordinates were scaled from a topographic map and have
 AI2222.an estimated accuracy of +/- 6 seconds.
 AI2222
 AI2222.The orthometric height was determined by differential leveling
 AI2222.and adjusted by the National Geodetic Survey in June 2000..
 AI2222
 AI2222.The geoid height was determined by GEOID03.
 AI2222
 AI2222.The dynamic height is computed by dividing the NAVD 88
 AI2222.geopotential number by the normal gravity value computed on the
 AI2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2222.degrees latitude (g = 980.6199 gals.).
 AI2222
 AI2222.The modeled gravity was interpolated from observed gravity values.
 AI2222
 AI2222;                    North         East    Units  Estimated Accuracy
 AI2222;SPC MN S     -   317,030.      884,150.      MT  (+/- 180 meters Scaled)
 AI2222
 AI2222                          SUPERSEDED SURVEY CONTROL
 AI2222
 AI2222.No superseded survey control is available for this station.
 AI2222
 AI2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK052772(NAD 83)
 AI2222_MARKER: DV = VERTICAL CONTROL DISK
 AI2222_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2222_SP_SET: BRIDGE RAILING
 AI2222_STAMPING: 8282 AC 1990
 AI2222_MARK LOGO: MNDT  
 AI2222_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2222+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 AI2222
 AI2222  HISTORY     - Date     Condition        Report By
 AI2222  HISTORY     - 1990     MONUMENTED       MNDT
 AI2222  HISTORY     - 19920928 GOOD             MNDT
 AI2222  HISTORY     - 20050319 GOOD             USPSQD
 AI2222
 AI2222                          STATION DESCRIPTION
 AI2222
 AI2222'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2222'THE MARK IS LOCATED IN WOODBURY AT THE JCT OF CO RD 13 AND FAI 94. THE
 AI2222'MARK IS IN THE TOP OF THE RAILING OF NB CO RD 13 (RADIO DRIVE) BRDG NO
 AI2222'82852 OVER FAI 94, AT FAI 94 MP 250.15, 25.5 FT (7.8 M) EAST OF CO RD
 AI2222'13, 6.5 FT (2.0 M) NNW OF A CYCLONE FENCE, 41.5 FT (12.6 M) NNW OF THE
 AI2222'END FENCE POST, AND 21.6 FT (6.6 M) NORTH OF THE SE END OF THE BRIDGE
 AI2222'RAILING.
 AI2222
 AI2222                          STATION RECOVERY (1992)
 AI2222
 AI2222'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AI2222'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AI2222
 AI2222                          STATION RECOVERY (2005)
 AI2222
 AI2222'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AI2222'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2223 ***********************************************************************
 AI2223  DESIGNATION -  8282 AD
 AI2223  PID         -  AI2223
 AI2223  STATE/COUNTY-  MN/WASHINGTON
 AI2223  USGS QUAD   -  LAKE ELMO (1993)
 AI2223
 AI2223                         *CURRENT SURVEY CONTROL
 AI2223  ___________________________________________________________________
 AI2223* NAD 83(1986)-  44 56 57.     (N)    092 56 03.     (W)     SCALED    
 AI2223* NAVD 88     -       307.338  (meters)    1008.32   (feet)  ADJUSTED  
 AI2223  ___________________________________________________________________
 AI2223  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AI2223  DYNAMIC HT  -         307.327 (meters)    1008.29  (feet)  COMP
 AI2223  MODELED GRAV-     980,572.7   (mgal)                       NAVD 88
 AI2223
 AI2223  VERT ORDER  -  SECOND    CLASS I
 AI2223
 AI2223.The horizontal coordinates were scaled from a topographic map and have
 AI2223.an estimated accuracy of +/- 6 seconds.
 AI2223
 AI2223.The orthometric height was determined by differential leveling
 AI2223.and adjusted by the National Geodetic Survey in June 2000..
 AI2223
 AI2223.The geoid height was determined by GEOID03.
 AI2223
 AI2223.The dynamic height is computed by dividing the NAVD 88
 AI2223.geopotential number by the normal gravity value computed on the
 AI2223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2223.degrees latitude (g = 980.6199 gals.).
 AI2223
 AI2223.The modeled gravity was interpolated from observed gravity values.
 AI2223
 AI2223;                    North         East    Units  Estimated Accuracy
 AI2223;SPC MN S     -   317,130.      884,110.      MT  (+/- 180 meters Scaled)
 AI2223
 AI2223                          SUPERSEDED SURVEY CONTROL
 AI2223
 AI2223.No superseded survey control is available for this station.
 AI2223
 AI2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK051773(NAD 83)
 AI2223_MARKER: DV = VERTICAL CONTROL DISK
 AI2223_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2223_SP_SET: BRIDGE RAILING
 AI2223_STAMPING: 8282 AD 1990
 AI2223_MARK LOGO: MNDT  
 AI2223_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2223+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 AI2223
 AI2223  HISTORY     - Date     Condition        Report By
 AI2223  HISTORY     - 1990     MONUMENTED       MNDT
 AI2223  HISTORY     - 19920928 GOOD             MNDT
 AI2223  HISTORY     - 20050319 GOOD             USPSQD
 AI2223
 AI2223                          STATION DESCRIPTION
 AI2223
 AI2223'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2223'THE MARK IS LOCATED IN WOODBURY AT THE JCT OF FAI 94 AND CO RD 13. THE
 AI2223'MARK IS IN THE TOP OF THE RAILING OF SB CO RD 13 (RADIO DRIVE) BRDG NO
 AI2223'82843 0VER FAI 94, AT FAI 94 MP 250.15, 25.5 FT (7.8 M) WEST OF SB CO
 AI2223'RD 13, 6.5 FT (2.0 M) EAST OF A CYCLONE FENCE, 41.0 FT (12.5 M) SSE OF
 AI2223'THE END FENCE POST, AND 20.7 FT (6.3 M) SOUTH OF THE NW COR OF THE
 AI2223'BRIDGE RAILING.
 AI2223
 AI2223                          STATION RECOVERY (1992)
 AI2223
 AI2223'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AI2223'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AI2223
 AI2223                          STATION RECOVERY (2005)
 AI2223
 AI2223'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AI2223'RECOVERED IN GOOD CONDITION AS DESCROBED. SPSPS ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2224 ***********************************************************************
 AI2224  DESIGNATION -  8282 AE
 AI2224  PID         -  AI2224
 AI2224  STATE/COUNTY-  MN/WASHINGTON
 AI2224  USGS QUAD   -  LAKE ELMO (1993)
 AI2224
 AI2224                         *CURRENT SURVEY CONTROL
 AI2224  ___________________________________________________________________
 AI2224* NAD 83(1986)-  44 56 55.     (N)    092 55 03.     (W)     SCALED    
 AI2224* NAVD 88     -       302.128  (meters)     991.23   (feet)  ADJUSTED  
 AI2224  ___________________________________________________________________
 AI2224  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AI2224  DYNAMIC HT  -         302.117 (meters)     991.20  (feet)  COMP
 AI2224  MODELED GRAV-     980,569.8   (mgal)                       NAVD 88
 AI2224
 AI2224  VERT ORDER  -  SECOND    CLASS I
 AI2224
 AI2224.The horizontal coordinates were scaled from a topographic map and have
 AI2224.an estimated accuracy of +/- 6 seconds.
 AI2224
 AI2224.The orthometric height was determined by differential leveling
 AI2224.and adjusted by the National Geodetic Survey in June 2000..
 AI2224
 AI2224.The geoid height was determined by GEOID03.
 AI2224
 AI2224.The dynamic height is computed by dividing the NAVD 88
 AI2224.geopotential number by the normal gravity value computed on the
 AI2224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2224.degrees latitude (g = 980.6199 gals.).
 AI2224
 AI2224.The modeled gravity was interpolated from observed gravity values.
 AI2224
 AI2224;                    North         East    Units  Estimated Accuracy
 AI2224;SPC MN S     -   317,080.      885,420.      MT  (+/- 180 meters Scaled)
 AI2224
 AI2224                          SUPERSEDED SURVEY CONTROL
 AI2224
 AI2224.No superseded survey control is available for this station.
 AI2224
 AI2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK065772(NAD 83)
 AI2224_MARKER: DV = VERTICAL CONTROL DISK
 AI2224_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI2224+WITH SETTING: PAVEMENT
 AI2224_SP_SET: SIGN BASE
 AI2224_STAMPING: 8282 AE 1990
 AI2224_MARK LOGO: MNDT  
 AI2224_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2224+STABILITY: SURFACE MOTION
 AI2224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2224+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 AI2224
 AI2224  HISTORY     - Date     Condition        Report By
 AI2224  HISTORY     - 1990     MONUMENTED       MNDT
 AI2224  HISTORY     - 20050319 GOOD             USPSQD
 AI2224
 AI2224                          STATION DESCRIPTION
 AI2224
 AI2224'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2224'THE MARK IS LOCATED IN WOODBURY.  TO REACH THE MARK FROM THE JCT OF
 AI2224'FAI 94/494 AND FAI 694, GO EAST FOR 2.0 MI (3.2 KM) ON FAI 94 TO FAI
 AI2224'94 MP 250.9.  THE MARK IS IN THE SOUTH SIDE OF THE CONC BASE OF AN
 AI2224'OVERHEAD SIGN NO A1E-A, 61.5 FT (18.7 M) SOUTH OF EB FAI 94, 40.0 FT
 AI2224'(12.2 M) NNE OF R/W POST NO B-13, 19.0 FT (5.8 M) ESE OF THE SOUTH END
 AI2224'OF A CULVERT, AND 2 FT (0.6 M) SOUTH OF AN OVERHEAD SIGN POST.
 AI2224
 AI2224                          STATION RECOVERY (2005)
 AI2224
 AI2224'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AI2224'RECOVERED AS DESCRIBED IN GOOD CONDITION. SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2225 ***********************************************************************
 AI2225  DESIGNATION -  8282 AF
 AI2225  PID         -  AI2225
 AI2225  STATE/COUNTY-  MN/WASHINGTON
 AI2225  USGS QUAD   -  LAKE ELMO (1993)
 AI2225
 AI2225                         *CURRENT SURVEY CONTROL
 AI2225  ___________________________________________________________________
 AI2225* NAD 83(1986)-  44 56 55.     (N)    092 54 10.     (W)     SCALED    
 AI2225* NAVD 88     -       297.018  (meters)     974.47   (feet)  ADJUSTED  
 AI2225  ___________________________________________________________________
 AI2225  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AI2225  DYNAMIC HT  -         297.006 (meters)     974.43  (feet)  COMP
 AI2225  MODELED GRAV-     980,567.4   (mgal)                       NAVD 88
 AI2225
 AI2225  VERT ORDER  -  SECOND    CLASS I
 AI2225
 AI2225.The horizontal coordinates were scaled from a topographic map and have
 AI2225.an estimated accuracy of +/- 6 seconds.
 AI2225
 AI2225.The orthometric height was determined by differential leveling
 AI2225.and adjusted by the National Geodetic Survey in June 2000..
 AI2225
 AI2225.The geoid height was determined by GEOID03.
 AI2225
 AI2225.The dynamic height is computed by dividing the NAVD 88
 AI2225.geopotential number by the normal gravity value computed on the
 AI2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2225.degrees latitude (g = 980.6199 gals.).
 AI2225
 AI2225.The modeled gravity was interpolated from observed gravity values.
 AI2225
 AI2225;                    North         East    Units  Estimated Accuracy
 AI2225;SPC MN S     -   317,100.      886,580.      MT  (+/- 180 meters Scaled)
 AI2225
 AI2225                          SUPERSEDED SURVEY CONTROL
 AI2225
 AI2225.No superseded survey control is available for this station.
 AI2225
 AI2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK076772(NAD 83)
 AI2225_MARKER: DV = VERTICAL CONTROL DISK
 AI2225_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2225_SP_SET: BRIDGE RAILING
 AI2225_STAMPING: 8282 AF 1990
 AI2225_MARK LOGO: MNDT  
 AI2225_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2225+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 AI2225
 AI2225  HISTORY     - Date     Condition        Report By
 AI2225  HISTORY     - 1990     MONUMENTED       MNDT
 AI2225  HISTORY     - 19920827 GOOD             MNDT
 AI2225  HISTORY     - 20050319 GOOD             USPSQD
 AI2225
 AI2225                          STATION DESCRIPTION
 AI2225
 AI2225'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2225'THE MARK IS LOCATED AT THE JCT OF FAI 94 AND CO RD 19, IN THE TOP OF
 AI2225'THE RAILING AT THE SE COR OF CO RD 19 BRDG NO 82844 OVER FAI 94, AT
 AI2225'FAI 94 MP 251.65, 24.8 FT (7.6 M) EAST OF NB CO RD 19, 8.6 FT (2.6 M)
 AI2225'WEST OF A CYCLONE FENCE, 31.0 FT (9.4 M) NNW OF THE END FENCE POST,
 AI2225'AND 20.3 FT (6.2 M) NORTH OF THE SOUTH END OF THE BRIDGE RAILING.
 AI2225
 AI2225                          STATION RECOVERY (1992)
 AI2225
 AI2225'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AI2225'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AI2225
 AI2225                          STATION RECOVERY (2005)
 AI2225
 AI2225'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AI2225'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2228 ***********************************************************************
 AI2228  DESIGNATION -  8282 AG
 AI2228  PID         -  AI2228
 AI2228  STATE/COUNTY-  MN/WASHINGTON
 AI2228  USGS QUAD   -  LAKE ELMO (1993)
 AI2228
 AI2228                         *CURRENT SURVEY CONTROL
 AI2228  ___________________________________________________________________
 AI2228* NAD 83(1986)-  44 56 56.     (N)    092 52 39.     (W)     SCALED    
 AI2228* NAVD 88     -       287.690  (meters)     943.86   (feet)  ADJUSTED  
 AI2228  ___________________________________________________________________
 AI2228  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AI2228  DYNAMIC HT  -         287.677 (meters)     943.82  (feet)  COMP
 AI2228  MODELED GRAV-     980,563.4   (mgal)                       NAVD 88
 AI2228
 AI2228  VERT ORDER  -  SECOND    CLASS I
 AI2228
 AI2228.The horizontal coordinates were scaled from a topographic map and have
 AI2228.an estimated accuracy of +/- 6 seconds.
 AI2228
 AI2228.The orthometric height was determined by differential leveling
 AI2228.and adjusted by the National Geodetic Survey in June 2000..
 AI2228
 AI2228.The geoid height was determined by GEOID03.
 AI2228
 AI2228.The dynamic height is computed by dividing the NAVD 88
 AI2228.geopotential number by the normal gravity value computed on the
 AI2228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2228.degrees latitude (g = 980.6199 gals.).
 AI2228
 AI2228.The modeled gravity was interpolated from observed gravity values.
 AI2228
 AI2228;                    North         East    Units  Estimated Accuracy
 AI2228;SPC MN S     -   317,160.      888,580.      MT  (+/- 180 meters Scaled)
 AI2228
 AI2228                          SUPERSEDED SURVEY CONTROL
 AI2228
 AI2228.No superseded survey control is available for this station.
 AI2228
 AI2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK096772(NAD 83)
 AI2228_MARKER: DB = BENCH MARK DISK
 AI2228_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2228_SP_SET: BRIDGE RAILING
 AI2228_STAMPING: 8282 AG 1990
 AI2228_MARK LOGO: MNDT  
 AI2228_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI2228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2228+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 AI2228
 AI2228  HISTORY     - Date     Condition        Report By
 AI2228  HISTORY     - 1990     MONUMENTED       MNDT
 AI2228  HISTORY     - 19920827 GOOD             MNDT
 AI2228
 AI2228                          STATION DESCRIPTION
 AI2228
 AI2228'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2228'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH OF LAKE ELMO, IN THE TOP
 AI2228'OF THE RAILING AT THE SE COR OF CO RD 17 BRDG NO 82845 OVER FAI 94, AT
 AI2228'FAI 94 MP 252.7, 25.0 FT (7.6 M) EAST OF CO RD 17, AND 3.5 FT (1.1 M)
 AI2228'NORTH OF THE SE COR OF THE BRIDGE.
 AI2228
 AI2228                          STATION RECOVERY (1992)
 AI2228
 AI2228'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AI2228'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2229 ***********************************************************************
 AI2229  DESIGNATION -  8282 AH
 AI2229  PID         -  AI2229
 AI2229  STATE/COUNTY-  MN/WASHINGTON
 AI2229  USGS QUAD   -  LAKE ELMO (1993)
 AI2229
 AI2229                         *CURRENT SURVEY CONTROL
 AI2229  ___________________________________________________________________
 AI2229* NAD 83(1986)-  44 56 57.     (N)    092 52 38.     (W)     SCALED    
 AI2229* NAVD 88     -       276.364  (meters)     906.70   (feet)  ADJUSTED  
 AI2229  ___________________________________________________________________
 AI2229  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AI2229  DYNAMIC HT  -         276.352 (meters)     906.66  (feet)  COMP
 AI2229  MODELED GRAV-     980,563.4   (mgal)                       NAVD 88
 AI2229
 AI2229  VERT ORDER  -  SECOND    CLASS I
 AI2229
 AI2229.The horizontal coordinates were scaled from a topographic map and have
 AI2229.an estimated accuracy of +/- 6 seconds.
 AI2229
 AI2229.The orthometric height was determined by differential leveling
 AI2229.and adjusted by the National Geodetic Survey in June 2000..
 AI2229
 AI2229.The geoid height was determined by GEOID03.
 AI2229
 AI2229.The dynamic height is computed by dividing the NAVD 88
 AI2229.geopotential number by the normal gravity value computed on the
 AI2229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2229.degrees latitude (g = 980.6199 gals.).
 AI2229
 AI2229.The modeled gravity was interpolated from observed gravity values.
 AI2229
 AI2229;                    North         East    Units  Estimated Accuracy
 AI2229;SPC MN S     -   317,190.      888,600.      MT  (+/- 180 meters Scaled)
 AI2229
 AI2229                          SUPERSEDED SURVEY CONTROL
 AI2229
 AI2229.No superseded survey control is available for this station.
 AI2229
 AI2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK096773(NAD 83)
 AI2229_MARKER: DV = VERTICAL CONTROL DISK
 AI2229_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI2229+WITH SETTING: PAVEMENT
 AI2229_SP_SET: SIGN BASE
 AI2229_STAMPING: 8282 AH 1990
 AI2229_MARK LOGO: MNDT  
 AI2229_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2229+STABILITY: SURFACE MOTION
 AI2229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2229+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 AI2229
 AI2229  HISTORY     - Date     Condition        Report By
 AI2229  HISTORY     - 1990     MONUMENTED       MNDT
 AI2229  HISTORY     - 19920827 GOOD             MNDT
 AI2229
 AI2229                          STATION DESCRIPTION
 AI2229
 AI2229'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2229'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH OF LAKE ELMO.  TO REACH
 AI2229'THE MARK FROM THE JCT OF THE FAI 94 NORTH FRONTAGE RD AND CO RD 15, GO
 AI2229'WEST FOR 0.7 MI (1.1 KM) ON THE FRONTAGE RD.  THE MARK IS IN THE TOP
 AI2229'OF THE NW SIDE OF THE CONC BASE OF THE OVERHEAD SIGN AOT-C, 116.0 FT
 AI2229'(35.4 M) EAST OF FAI 94 MILEPOST 253 SIGN POST, 44.0 FT (13.4 M) NORTH
 AI2229'OF WB FAI 94, 104 FT (31.7 M) SOUTH OF A R/W FENCE, AND 2.3 FT (0.7 M)
 AI2229'NW OF THE CENTER OF THE SIGN.
 AI2229
 AI2229                          STATION RECOVERY (1992)
 AI2229
 AI2229'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AI2229'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2230 ***********************************************************************
 AI2230  DESIGNATION -  8282 AJ
 AI2230  PID         -  AI2230
 AI2230  STATE/COUNTY-  MN/WASHINGTON
 AI2230  USGS QUAD   -  HUDSON (1993)
 AI2230
 AI2230                         *CURRENT SURVEY CONTROL
 AI2230  ___________________________________________________________________
 AI2230* NAD 83(1986)-  44 56 56.     (N)    092 51 42.     (W)     SCALED    
 AI2230* NAVD 88     -       279.698  (meters)     917.64   (feet)  ADJUSTED  
 AI2230  ___________________________________________________________________
 AI2230  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AI2230  DYNAMIC HT  -         279.684 (meters)     917.60  (feet)  COMP
 AI2230  MODELED GRAV-     980,560.9   (mgal)                       NAVD 88
 AI2230
 AI2230  VERT ORDER  -  SECOND    CLASS I
 AI2230
 AI2230.The horizontal coordinates were scaled from a topographic map and have
 AI2230.an estimated accuracy of +/- 6 seconds.
 AI2230
 AI2230.The orthometric height was determined by differential leveling
 AI2230.and adjusted by the National Geodetic Survey in June 2000..
 AI2230
 AI2230.The geoid height was determined by GEOID03.
 AI2230
 AI2230.The dynamic height is computed by dividing the NAVD 88
 AI2230.geopotential number by the normal gravity value computed on the
 AI2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2230.degrees latitude (g = 980.6199 gals.).
 AI2230
 AI2230.The modeled gravity was interpolated from observed gravity values.
 AI2230
 AI2230;                    North         East    Units  Estimated Accuracy
 AI2230;SPC MN S     -   317,170.      889,830.      MT  (+/- 180 meters Scaled)
 AI2230
 AI2230                          SUPERSEDED SURVEY CONTROL
 AI2230
 AI2230.No superseded survey control is available for this station.
 AI2230
 AI2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK109772(NAD 83)
 AI2230_MARKER: DV = VERTICAL CONTROL DISK
 AI2230_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2230_SP_SET: BRIDGE RAILING
 AI2230_STAMPING: 8282 AJ 1990
 AI2230_MARK LOGO: MNDT  
 AI2230_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2230+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 AI2230
 AI2230  HISTORY     - Date     Condition        Report By
 AI2230  HISTORY     - 1990     MONUMENTED       MNDT
 AI2230  HISTORY     - 19920827 GOOD             MNDT
 AI2230
 AI2230                          STATION DESCRIPTION
 AI2230
 AI2230'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2230'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SSE OF LAKE ELMO, IN THE TOP
 AI2230'OF THE RAILING AT THE SE COR OF CO RD 15 BRDG 82846 OVER FAI 94, 24.0
 AI2230'FT (7.3 M) EAST OF NB CO RD 15, AND 4.4 FT (1.3 M) NORTH OF THE SOUTH
 AI2230'END OF THE BRIDGE RAILING.
 AI2230
 AI2230                          STATION RECOVERY (1992)
 AI2230
 AI2230'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AI2230'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2231 ***********************************************************************
 AI2231  DESIGNATION -  8282 AK
 AI2231  PID         -  AI2231
 AI2231  STATE/COUNTY-  MN/WASHINGTON
 AI2231  USGS QUAD   -  HUDSON (1993)
 AI2231
 AI2231                         *CURRENT SURVEY CONTROL
 AI2231  ___________________________________________________________________
 AI2231* NAD 83(1986)-  44 56 59.     (N)    092 51 09.     (W)     SCALED    
 AI2231* NAVD 88     -       272.433  (meters)     893.81   (feet)  ADJUSTED  
 AI2231  ___________________________________________________________________
 AI2231  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AI2231  DYNAMIC HT  -         272.419 (meters)     893.76  (feet)  COMP
 AI2231  MODELED GRAV-     980,559.6   (mgal)                       NAVD 88
 AI2231
 AI2231  VERT ORDER  -  SECOND    CLASS I
 AI2231
 AI2231.The horizontal coordinates were scaled from a topographic map and have
 AI2231.an estimated accuracy of +/- 6 seconds.
 AI2231
 AI2231.The orthometric height was determined by differential leveling
 AI2231.and adjusted by the National Geodetic Survey in June 2000..
 AI2231
 AI2231.The geoid height was determined by GEOID03.
 AI2231
 AI2231.The dynamic height is computed by dividing the NAVD 88
 AI2231.geopotential number by the normal gravity value computed on the
 AI2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2231.degrees latitude (g = 980.6199 gals.).
 AI2231
 AI2231.The modeled gravity was interpolated from observed gravity values.
 AI2231
 AI2231;                    North         East    Units  Estimated Accuracy
 AI2231;SPC MN S     -   317,280.      890,550.      MT  (+/- 180 meters Scaled)
 AI2231
 AI2231                          SUPERSEDED SURVEY CONTROL
 AI2231
 AI2231.No superseded survey control is available for this station.
 AI2231
 AI2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK116773(NAD 83)
 AI2231_MARKER: DV = VERTICAL CONTROL DISK
 AI2231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI2231_SP_SET: HIGH TENSION POLE BASE
 AI2231_STAMPING: 8282 AK 1990
 AI2231_MARK LOGO: MNDT  
 AI2231_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI2231+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI2231
 AI2231  HISTORY     - Date     Condition        Report By
 AI2231  HISTORY     - 1990     MONUMENTED       MNDT
 AI2231
 AI2231                          STATION DESCRIPTION
 AI2231
 AI2231'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2231'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) WEST OF LAKELAND.  TO REACH
 AI2231'THE MARK FROM THE JCT OF FAI 94 AND CO RD 17, GO NORTH FOR 0.1 MI (0.2
 AI2231'KM) ON CO RD 17, THEN GO WEST FOR 0.4 MI (0.6 KM) ON THE FRONTAGE RD
 AI2231'(HUDSON RD) , THEN CONTINUE GOING WEST FOR 0.15 MI (0.24 KM) ON A BIKE
 AI2231'PATH.  THE MARK IS IN THE TOP OF THE SOUTH SIDE OF THE CONC BASE FOR
 AI2231'HIGH TENSION POLE 73-A, 99.0 FT (30.2 M) NORTH OF THE BIKE PATH, 2.1
 AI2231'FT (0.6 M) WEST OF THE EAST EDGE OF THE P-POLE, 112.5 FT (34.3 M)
 AI2231'NORTH OF A R/W FENCE, 122.7 FT (37.4 M) NNW OF A WIT POST, AND 1.4 FT
 AI2231'(0.4 M) NW OF A STEEL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2232 ***********************************************************************
 AI2232  DESIGNATION -  8282 AL
 AI2232  PID         -  AI2232
 AI2232  STATE/COUNTY-  MN/WASHINGTON
 AI2232  USGS QUAD   -  HUDSON (1993)
 AI2232
 AI2232                         *CURRENT SURVEY CONTROL
 AI2232  ___________________________________________________________________
 AI2232* NAD 83(1986)-  44 56 56.     (N)    092 50 32.     (W)     SCALED    
 AI2232* NAVD 88     -       274.644  (meters)     901.06   (feet)  ADJUSTED  
 AI2232  ___________________________________________________________________
 AI2232  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AI2232  DYNAMIC HT  -         274.630 (meters)     901.02  (feet)  COMP
 AI2232  MODELED GRAV-     980,557.7   (mgal)                       NAVD 88
 AI2232
 AI2232  VERT ORDER  -  SECOND    CLASS I
 AI2232
 AI2232.The horizontal coordinates were scaled from a topographic map and have
 AI2232.an estimated accuracy of +/- 6 seconds.
 AI2232
 AI2232.The orthometric height was determined by differential leveling
 AI2232.and adjusted by the National Geodetic Survey in June 2000..
 AI2232
 AI2232.The geoid height was determined by GEOID03.
 AI2232
 AI2232.The dynamic height is computed by dividing the NAVD 88
 AI2232.geopotential number by the normal gravity value computed on the
 AI2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2232.degrees latitude (g = 980.6199 gals.).
 AI2232
 AI2232.The modeled gravity was interpolated from observed gravity values.
 AI2232
 AI2232;                    North         East    Units  Estimated Accuracy
 AI2232;SPC MN S     -   317,190.      891,360.      MT  (+/- 180 meters Scaled)
 AI2232
 AI2232                          SUPERSEDED SURVEY CONTROL
 AI2232
 AI2232.No superseded survey control is available for this station.
 AI2232
 AI2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK124772(NAD 83)
 AI2232_MARKER: DV = VERTICAL CONTROL DISK
 AI2232_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2232_SP_SET: BRIDGE RAILING
 AI2232_STAMPING: 8282 AL 1990
 AI2232_MARK LOGO: MNDT  
 AI2232_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2232+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1992
 AI2232
 AI2232  HISTORY     - Date     Condition        Report By
 AI2232  HISTORY     - 1990     MONUMENTED       MNDT
 AI2232  HISTORY     - 19920910 GOOD             MNDT
 AI2232
 AI2232                          STATION DESCRIPTION
 AI2232
 AI2232'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2232'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) WEST OF LAKELAND, IN THE TOP
 AI2232'OF THE RAILING AT THE SE COR OF CO RD 71 BRDG NO 82847 OVER FAI 94, AT
 AI2232'FAI 94 MP 254.65, 25.0 FT (7.6 M) EAST OF CO RD 71, 107.0 FT (32.6 M)
 AI2232'SOUTH OF EB FAI 94, AND 3.0 FT (0.9 M) NORTH OF THE SOUTH END OF THE
 AI2232'BRIDGE RAILING.
 AI2232
 AI2232                          STATION RECOVERY (1992)
 AI2232
 AI2232'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AI2232'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH3166 ***********************************************************************
 AH3166  DESIGNATION -  8282 AM
 AH3166  PID         -  AH3166
 AH3166  STATE/COUNTY-  MN/WASHINGTON
 AH3166  USGS QUAD   -  HUDSON (1993)
 AH3166
 AH3166                         *CURRENT SURVEY CONTROL
 AH3166  ___________________________________________________________________
 AH3166* NAD 83(1996)-  44 57 04.24056(N)    092 49 27.12967(W)     ADJUSTED  
 AH3166* NAVD 88     -       279.005  (meters)     915.37   (feet)  ADJUSTED  
 AH3166  ___________________________________________________________________
 AH3166  X           -    -222,786.974 (meters)                     COMP
 AH3166  Y           -  -4,516,111.287 (meters)                     COMP
 AH3166  Z           -   4,483,687.353 (meters)                     COMP
 AH3166  LAPLACE CORR-         -14.76  (seconds)                    DEFLEC99
 AH3166  ELLIP HEIGHT-         250.67  (meters)          (03/16/99) GPS OBS
 AH3166  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 AH3166  DYNAMIC HT  -         278.990 (meters)     915.32  (feet)  COMP
 AH3166  MODELED GRAV-     980,555.4   (mgal)                       NAVD 88
 AH3166
 AH3166  HORZ ORDER  -  FIRST
 AH3166  VERT ORDER  -  SECOND    CLASS I
 AH3166  ELLP ORDER  -  FOURTH    CLASS I
 AH3166
 AH3166.The horizontal coordinates were established by GPS observations
 AH3166.and adjusted by the National Geodetic Survey in March 1999..
 AH3166
 AH3166.The orthometric height was determined by differential leveling
 AH3166.and adjusted by the National Geodetic Survey in June 2000..
 AH3166
 AH3166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3166
 AH3166.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3166
 AH3166.The ellipsoidal height was determined by GPS observations
 AH3166.and is referenced to NAD 83.
 AH3166
 AH3166.The geoid height was determined by GEOID03.
 AH3166
 AH3166.The dynamic height is computed by dividing the NAVD 88
 AH3166.geopotential number by the normal gravity value computed on the
 AH3166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3166.degrees latitude (g = 980.6199 gals.).
 AH3166
 AH3166.The modeled gravity was interpolated from observed gravity values.
 AH3166
 AH3166;                    North         East     Units Scale Factor Converg.
 AH3166;SPC MN S     -   317,468.636   892,779.017   MT  0.99995281   +0 49 26.9
 AH3166;UTM  15      - 4,977,541.941   513,867.279   MT  0.99960236   +0 07 27.1
 AH3166
 AH3166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3166!SPC MN S     -   0.99996070  x   0.99995281  =   0.99991351
 AH3166!UTM  15      -   0.99996070  x   0.99960236  =   0.99956308
 AH3166
 AH3166|---------------------------------------------------------------------|
 AH3166| PID    Reference Object                     Distance      Geod. Az  |
 AH3166|                                                           dddmmss.s |
 AH3166| AH3169 HERDER                              271.821 METERS 03411     |
 AH3166| AH3175 SEITZ                               161.202 METERS 05529     |
 AH3166| AH3170 JERRY                               104.407 METERS 07602     |
 AH3166| AC4948 KAPPLER                             343.441 METERS 11608     |
 AH3166| AH3167 BOHLKE                              150.663 METERS 14240     |
 AH3166|---------------------------------------------------------------------|
 AH3166
 AH3166                          SUPERSEDED SURVEY CONTROL
 AH3166
 AH3166  NAD 83(1986)-  44 57 04.23233(N)    092 49 27.12539(W) AD(       ) 1
 AH3166  NAVD 88 (09/25/98)  279.01   (m)          915.4    (f) LEVELING    3  
 AH3166
 AH3166.Superseded values are not recommended for survey control.
 AH3166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3166.See file dsdata.txt to determine how the superseded data were derived.
 AH3166
 AH3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1386777542(NAD 83)
 AH3166_MARKER: DV = VERTICAL CONTROL DISK
 AH3166_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3166_STAMPING: 8282 AM 1990
 AH3166_MARK LOGO: MNDT  
 AH3166_PROJECTION: FLUSH
 AH3166_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3166+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2006
 AH3166_ROD/PIPE-DEPTH:  0.9 meters
 AH3166
 AH3166  HISTORY     - Date     Condition        Report By
 AH3166  HISTORY     - 1990     MONUMENTED       MNDT
 AH3166  HISTORY     - 19920824 GOOD             MNDT
 AH3166  HISTORY     - 19920827 GOOD             MNDT
 AH3166  HISTORY     - 20060813 GOOD             USPSQD
 AH3166
 AH3166                          STATION DESCRIPTION
 AH3166
 AH3166'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH)
 AH3166'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AH3166
 AH3166                          STATION RECOVERY (1992)
 AH3166
 AH3166'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AH3166'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 AH3166'2.5 MI (4.0 KM) WSW OF LAKELAND, AT WEST END OF FAI 94 REST AREA, 1.8
 AH3166'MI (2.9 KM) WEST ALONG FAI 94 FROM THE JCT OF FAI 94 AND TH 95 THEN
 AH3166'0.75 MI (1.21 KM) NORTHWEST ON REST AREA TRUCKS RAMP, AT TOP OF
 AH3166'BACKSLOPE, 3.4 FT (1.0 M) EAST OF FENCE, 37.7 FT (11.5 M) NNW OF 4
 AH3166'INCH NORWAY PINE TREE (SOUTH TREE), 52.7 FT (16.1 M) SSW OF 4 INCH
 AH3166'NORWAY PINE TREE (NORTH TREE), 1.7 FT (0.5 M) WEST OF WIT POST.
 AH3166
 AH3166                          STATION RECOVERY (2006)
 AH3166
 AH3166'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRD)
 AH3166'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 AH3166'MARK IS BY NORTH SLOPE OF EXIT RAMP FROM AUTO PARKING.
 AH3166'SPSPS, ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2233 ***********************************************************************
 AI2233  DESIGNATION -  8282 AN
 AI2233  PID         -  AI2233
 AI2233  STATE/COUNTY-  MN/WASHINGTON
 AI2233  USGS QUAD   -  HUDSON (1993)
 AI2233
 AI2233                         *CURRENT SURVEY CONTROL
 AI2233  ___________________________________________________________________
 AI2233* NAD 83(1986)-  44 57 02.     (N)    092 48 58.     (W)     SCALED    
 AI2233* NAVD 88     -       270.338  (meters)     886.93   (feet)  ADJUSTED  
 AI2233  ___________________________________________________________________
 AI2233  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AI2233  DYNAMIC HT  -         270.323 (meters)     886.88  (feet)  COMP
 AI2233  MODELED GRAV-     980,553.8   (mgal)                       NAVD 88
 AI2233
 AI2233  VERT ORDER  -  SECOND    CLASS I
 AI2233
 AI2233.The horizontal coordinates were scaled from a topographic map and have
 AI2233.an estimated accuracy of +/- 6 seconds.
 AI2233
 AI2233.The orthometric height was determined by differential leveling
 AI2233.and adjusted by the National Geodetic Survey in June 2000..
 AI2233
 AI2233.The geoid height was determined by GEOID03.
 AI2233
 AI2233.The dynamic height is computed by dividing the NAVD 88
 AI2233.geopotential number by the normal gravity value computed on the
 AI2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2233.degrees latitude (g = 980.6199 gals.).
 AI2233
 AI2233.The modeled gravity was interpolated from observed gravity values.
 AI2233
 AI2233;                    North         East    Units  Estimated Accuracy
 AI2233;SPC MN S     -   317,410.      893,420.      MT  (+/- 180 meters Scaled)
 AI2233
 AI2233                          SUPERSEDED SURVEY CONTROL
 AI2233
 AI2233.No superseded survey control is available for this station.
 AI2233
 AI2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK145774(NAD 83)
 AI2233_MARKER: DV = VERTICAL CONTROL DISK
 AI2233_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI2233+WITH SETTING: PAVEMENT
 AI2233_SP_SET: SIGN BASE
 AI2233_STAMPING: 8282 AN 1990
 AI2233_MARK LOGO: MNDT  
 AI2233_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2233+STABILITY: SURFACE MOTION
 AI2233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2233+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2003
 AI2233
 AI2233  HISTORY     - Date     Condition        Report By
 AI2233  HISTORY     - 1990     MONUMENTED       MNDT
 AI2233  HISTORY     - 19920827 GOOD             MNDT
 AI2233  HISTORY     - 20031019 GOOD             USPSQD
 AI2233
 AI2233                          STATION DESCRIPTION
 AI2233
 AI2233'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2233'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) WEST OF LAKELAND, 1.95 MI
 AI2233'(3.14 KM) WEST OF JCT OF FAI 94 AND TH 95, AT FAI 94 MP 256.3, IN THE
 AI2233'TOP OF THE SE SIDE OF THE CONC BASE OF OVERHEAD SIGN AOL-A, 58.0 FT
 AI2233'(17.7 M) WNW OF WB FAI 94, 48.0 FT (14.6 M) SSE OF A R/W FENCE, 105.0
 AI2233'FT (32.0 M) ENE OF LIGHT STANDARD NO 23, 2.3 FT (0.7 M) SE OF THE
 AI2233'CENTER OF THE SIGN POST.
 AI2233
 AI2233                          STATION RECOVERY (1992)
 AI2233
 AI2233'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AI2233'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AI2233
 AI2233                          STATION RECOVERY (2003)
 AI2233
 AI2233'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 AI2233'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD AND ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2234 ***********************************************************************
 AI2234  DESIGNATION -  8282 AP
 AI2234  PID         -  AI2234
 AI2234  STATE/COUNTY-  MN/WASHINGTON
 AI2234  USGS QUAD   -  HUDSON (1993)
 AI2234
 AI2234                         *CURRENT SURVEY CONTROL
 AI2234  ___________________________________________________________________
 AI2234* NAD 83(1986)-  44 57 17.     (N)    092 47 47.     (W)     SCALED    
 AI2234* NAVD 88     -       266.454  (meters)     874.19   (feet)  ADJUSTED  
 AI2234  ___________________________________________________________________
 AI2234  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AI2234  DYNAMIC HT  -         266.439 (meters)     874.14  (feet)  COMP
 AI2234  MODELED GRAV-     980,551.9   (mgal)                       NAVD 88
 AI2234
 AI2234  VERT ORDER  -  SECOND    CLASS I
 AI2234
 AI2234.The horizontal coordinates were scaled from a topographic map and have
 AI2234.an estimated accuracy of +/- 6 seconds.
 AI2234
 AI2234.The orthometric height was determined by differential leveling
 AI2234.and adjusted by the National Geodetic Survey in June 2000..
 AI2234
 AI2234.The geoid height was determined by GEOID03.
 AI2234
 AI2234.The dynamic height is computed by dividing the NAVD 88
 AI2234.geopotential number by the normal gravity value computed on the
 AI2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2234.degrees latitude (g = 980.6199 gals.).
 AI2234
 AI2234.The modeled gravity was interpolated from observed gravity values.
 AI2234
 AI2234;                    North         East    Units  Estimated Accuracy
 AI2234;SPC MN S     -   317,890.      894,970.      MT  (+/- 180 meters Scaled)
 AI2234
 AI2234                          SUPERSEDED SURVEY CONTROL
 AI2234
 AI2234.No superseded survey control is available for this station.
 AI2234
 AI2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK160779(NAD 83)
 AI2234_MARKER: DV = VERTICAL CONTROL DISK
 AI2234_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2234_SP_SET: BRIDGE RAILING
 AI2234_STAMPING: 8282 AP 1990
 AI2234_MARK LOGO: MNDT  
 AI2234_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2234+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 AI2234
 AI2234  HISTORY     - Date     Condition        Report By
 AI2234  HISTORY     - 1990     MONUMENTED       MNDT
 AI2234  HISTORY     - 19920827 GOOD             MNDT
 AI2234  HISTORY     - 20030920 GOOD             USPSQD
 AI2234  HISTORY     - 20050917 GOOD             USPSQD
 AI2234
 AI2234                          STATION DESCRIPTION
 AI2234
 AI2234'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2234'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF LAKELAND, IN THE TOP
 AI2234'OF THE RAILING AT THE SE COR OF CO RD 21 BRDG NO 82848 OVER FAI 94,
 AI2234'24.7 FT (7.5 M) EAST OF CO RD 21, 90.5 FT (27.6 M) SOUTH OF EB FAI 94,
 AI2234'AT FAI 94 MP 256.95, AND 37.8 FT (11.5 M) NORTH OF THE SOUTH END OF
 AI2234'THE BRIDGE RAILING.
 AI2234
 AI2234                          STATION RECOVERY (1992)
 AI2234
 AI2234'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AI2234'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AI2234
 AI2234                          STATION RECOVERY (2003)
 AI2234
 AI2234'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 AI2234'RECOVERED AS DESCRIBED AND IN GOOD CONDITION. JRD
 AI2234
 AI2234                          STATION RECOVERY (2005)
 AI2234
 AI2234'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AI2234'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS, ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2235 ***********************************************************************
 AI2235  DESIGNATION -  8282 AQ
 AI2235  PID         -  AI2235
 AI2235  STATE/COUNTY-  MN/WASHINGTON
 AI2235  USGS QUAD   -  HUDSON (1993)
 AI2235
 AI2235                         *CURRENT SURVEY CONTROL
 AI2235  ___________________________________________________________________
 AI2235* NAD 83(1986)-  44 57 13.     (N)    092 47 48.     (W)     SCALED    
 AI2235* NAVD 88     -       263.635  (meters)     864.94   (feet)  ADJUSTED  
 AI2235  ___________________________________________________________________
 AI2235  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AI2235  DYNAMIC HT  -         263.619 (meters)     864.89  (feet)  COMP
 AI2235  MODELED GRAV-     980,551.5   (mgal)                       NAVD 88
 AI2235
 AI2235  VERT ORDER  -  SECOND    CLASS I
 AI2235
 AI2235.The horizontal coordinates were scaled from a topographic map and have
 AI2235.an estimated accuracy of +/- 6 seconds.
 AI2235
 AI2235.The orthometric height was determined by differential leveling
 AI2235.and adjusted by the National Geodetic Survey in June 2000..
 AI2235.No vertical observational check was made to the station.
 AI2235
 AI2235.The geoid height was determined by GEOID03.
 AI2235
 AI2235.The dynamic height is computed by dividing the NAVD 88
 AI2235.geopotential number by the normal gravity value computed on the
 AI2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2235.degrees latitude (g = 980.6199 gals.).
 AI2235
 AI2235.The modeled gravity was interpolated from observed gravity values.
 AI2235
 AI2235;                    North         East    Units  Estimated Accuracy
 AI2235;SPC MN S     -   317,770.      894,950.      MT  (+/- 180 meters Scaled)
 AI2235
 AI2235                          SUPERSEDED SURVEY CONTROL
 AI2235
 AI2235.No superseded survey control is available for this station.
 AI2235
 AI2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK160778(NAD 83)
 AI2235_MARKER: DV = VERTICAL CONTROL DISK
 AI2235_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2235_STAMPING: 8282 AQ 1990
 AI2235_MARK LOGO: MNDT  
 AI2235_PROJECTION: FLUSH
 AI2235_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2235+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 AI2235_ROD/PIPE-DEPTH:  7.6 meters
 AI2235
 AI2235  HISTORY     - Date     Condition        Report By
 AI2235  HISTORY     - 1990     MONUMENTED       MNDT
 AI2235  HISTORY     - 20030920 GOOD             USPSQD
 AI2235  HISTORY     - 20050917 GOOD             USPSQD
 AI2235
 AI2235                          STATION DESCRIPTION
 AI2235
 AI2235'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2235'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF LAKELAND, 0.07 MI
 AI2235'(0.11 KM) SOUTH OF THE JCT OF FAI 94 AND CO RD 21, 70.0 FT (21.3 M)
 AI2235'WEST OF CO RD 21, 62.0 FT (18.9 M) NORTH OF A BIT RD, 41.1 FT (12.5 M)
 AI2235'WNW OF A P-POLE, 77.8 FT (23.7 M) ENE OF A P-POLE, AND 1.0 FT (0.3 M)
 AI2235'EAST OF A WITNESS POST.
 AI2235
 AI2235                          STATION RECOVERY (2003)
 AI2235
 AI2235'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 AI2235'RECOVERED AS DESCRIBED AND IN GOOD CONDITION. JRD
 AI2235
 AI2235                          STATION RECOVERY (2005)
 AI2235
 AI2235'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AI2235'RECOVERED AS DESCRIBED, IN GOOD CONDITION. SPSPS ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2237 ***********************************************************************
 AI2237  DESIGNATION -  8282 AR
 AI2237  PID         -  AI2237
 AI2237  STATE/COUNTY-  MN/WASHINGTON
 AI2237  USGS QUAD   -  HUDSON (1993)
 AI2237
 AI2237                         *CURRENT SURVEY CONTROL
 AI2237  ___________________________________________________________________
 AI2237* NAD 83(1986)-  44 57 32.     (N)    092 47 01.     (W)     SCALED    
 AI2237* NAVD 88     -       246.774  (meters)     809.62   (feet)  ADJUSTED  
 AI2237  ___________________________________________________________________
 AI2237  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 AI2237  DYNAMIC HT  -         246.759 (meters)     809.58  (feet)  COMP
 AI2237  MODELED GRAV-     980,551.3   (mgal)                       NAVD 88
 AI2237
 AI2237  VERT ORDER  -  SECOND    CLASS I
 AI2237
 AI2237.The horizontal coordinates were scaled from a topographic map and have
 AI2237.an estimated accuracy of +/- 6 seconds.
 AI2237
 AI2237.The orthometric height was determined by differential leveling
 AI2237.and adjusted by the National Geodetic Survey in June 2000..
 AI2237
 AI2237.The geoid height was determined by GEOID03.
 AI2237
 AI2237.The dynamic height is computed by dividing the NAVD 88
 AI2237.geopotential number by the normal gravity value computed on the
 AI2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2237.degrees latitude (g = 980.6199 gals.).
 AI2237
 AI2237.The modeled gravity was interpolated from observed gravity values.
 AI2237
 AI2237;                    North         East    Units  Estimated Accuracy
 AI2237;SPC MN S     -   318,370.      895,970.      MT  (+/- 180 meters Scaled)
 AI2237
 AI2237                          SUPERSEDED SURVEY CONTROL
 AI2237
 AI2237.No superseded survey control is available for this station.
 AI2237
 AI2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK170784(NAD 83)
 AI2237_MARKER: DV = VERTICAL CONTROL DISK
 AI2237_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI2237+WITH SETTING: PAVEMENT
 AI2237_SP_SET: SIGN BASE
 AI2237_STAMPING: 8282 AR 1990
 AI2237_MARK LOGO: MNDT  
 AI2237_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2237+STABILITY: SURFACE MOTION
 AI2237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2237+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 AI2237
 AI2237  HISTORY     - Date     Condition        Report By
 AI2237  HISTORY     - 1990     MONUMENTED       MNDT
 AI2237  HISTORY     - 19920827 GOOD             MNDT
 AI2237  HISTORY     - 20040403 GOOD             USPSQD
 AI2237  HISTORY     - 20050917 GOOD             USPSQD
 AI2237
 AI2237                          STATION DESCRIPTION
 AI2237
 AI2237'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2237'THE MARK IS LOCATED ABOUT 0.6 MI (1.0 KM) WEST OF LAKELAND, NEAR THE
 AI2237'TRUCK WEIGH STATION, IN THE TOP OF THE NORTH SIDE OF THE CONC BASE OF
 AI2237'AN OVERHEAD SIGN, 55.0 FT (16.8 M) NNW OF WB FAI 94, 88.0 FT (26.8 M)
 AI2237'NE OF A LIGHT STANDARD, 2.1 FT (0.6 M) NNW OF THE CENTER OF SIGN POST
 AI2237'NO AOJ-C.
 AI2237
 AI2237                          STATION RECOVERY (1992)
 AI2237
 AI2237'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AI2237'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AI2237
 AI2237                          STATION RECOVERY (2004)
 AI2237
 AI2237'RECOVERY NOTE BY US POWER SQUADRON 2004 (MT)
 AI2237'RECOVERED AS DESCRIBED AND IN GOOD CONDITION, USPS M.T.
 AI2237
 AI2237                          STATION RECOVERY (2005)
 AI2237
 AI2237'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AI2237'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2238 ***********************************************************************
 AI2238  DESIGNATION -  8282 AS
 AI2238  PID         -  AI2238
 AI2238  STATE/COUNTY-  MN/WASHINGTON
 AI2238  USGS QUAD   -  HUDSON (1993)
 AI2238
 AI2238                         *CURRENT SURVEY CONTROL
 AI2238  ___________________________________________________________________
 AI2238* NAD 83(1986)-  44 57 42.     (N)    092 46 17.     (W)     SCALED    
 AI2238* NAVD 88     -       233.232  (meters)     765.20   (feet)  ADJUSTED  
 AI2238  ___________________________________________________________________
 AI2238  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 AI2238  DYNAMIC HT  -         233.218 (meters)     765.15  (feet)  COMP
 AI2238  MODELED GRAV-     980,549.7   (mgal)                       NAVD 88
 AI2238
 AI2238  VERT ORDER  -  SECOND    CLASS I
 AI2238
 AI2238.The horizontal coordinates were scaled from a topographic map and have
 AI2238.an estimated accuracy of +/- 6 seconds.
 AI2238
 AI2238.The orthometric height was determined by differential leveling
 AI2238.and adjusted by the National Geodetic Survey in June 2000..
 AI2238
 AI2238.The geoid height was determined by GEOID03.
 AI2238
 AI2238.The dynamic height is computed by dividing the NAVD 88
 AI2238.geopotential number by the normal gravity value computed on the
 AI2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2238.degrees latitude (g = 980.6199 gals.).
 AI2238
 AI2238.The modeled gravity was interpolated from observed gravity values.
 AI2238
 AI2238;                    North         East    Units  Estimated Accuracy
 AI2238;SPC MN S     -   318,700.      896,930.      MT  (+/- 180 meters Scaled)
 AI2238
 AI2238                          SUPERSEDED SURVEY CONTROL
 AI2238
 AI2238.No superseded survey control is available for this station.
 AI2238
 AI2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK180787(NAD 83)
 AI2238_MARKER: DV = VERTICAL CONTROL DISK
 AI2238_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2238_SP_SET: BRIDGE RAILING
 AI2238_STAMPING: 8282 AS 1990
 AI2238_MARK LOGO: MNDT  
 AI2238_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2238+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 AI2238
 AI2238  HISTORY     - Date     Condition        Report By
 AI2238  HISTORY     - 1990     MONUMENTED       MNDT
 AI2238  HISTORY     - 19920827 GOOD             MNDT
 AI2238  HISTORY     - 20040730 GOOD             USPSQD
 AI2238  HISTORY     - 20050917 GOOD             USPSQD
 AI2238
 AI2238                          STATION DESCRIPTION
 AI2238
 AI2238'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2238'THE MARK IS LOCATED IN LAKELAND, IN THE TOP OF THE RAILING AT THE SE
 AI2238'COR OF EB FAI 94 BRDG NO 82850 OVER TH 95, 24 FT (7.3 M) SOUTH OF EB
 AI2238'FAI 94, 24.8 FT (7.6 M) WEST OF LIGHT STANDARD NO G-13, AND 1.6 FT
 AI2238'(0.5 M) WEST OF THE EAST END OF THE BRIDGE RAILING.
 AI2238
 AI2238                          STATION RECOVERY (1992)
 AI2238
 AI2238'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AI2238'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AI2238
 AI2238                          STATION RECOVERY (2004)
 AI2238
 AI2238'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AI2238'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
 AI2238
 AI2238                          STATION RECOVERY (2005)
 AI2238
 AI2238'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AI2238'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2239 ***********************************************************************
 AI2239  DESIGNATION -  8282 AT
 AI2239  PID         -  AI2239
 AI2239  STATE/COUNTY-  MN/WASHINGTON
 AI2239  USGS QUAD   -  HUDSON (1993)
 AI2239
 AI2239                         *CURRENT SURVEY CONTROL
 AI2239  ___________________________________________________________________
 AI2239* NAD 83(1986)-  44 57 45.     (N)    092 46 14.     (W)     SCALED    
 AI2239* NAVD 88     -       233.018  (meters)     764.49   (feet)  ADJUSTED  
 AI2239  ___________________________________________________________________
 AI2239  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 AI2239  DYNAMIC HT  -         233.004 (meters)     764.45  (feet)  COMP
 AI2239  MODELED GRAV-     980,550.0   (mgal)                       NAVD 88
 AI2239
 AI2239  VERT ORDER  -  SECOND    CLASS I
 AI2239
 AI2239.The horizontal coordinates were scaled from a topographic map and have
 AI2239.an estimated accuracy of +/- 6 seconds.
 AI2239
 AI2239.The orthometric height was determined by differential leveling
 AI2239.and adjusted by the National Geodetic Survey in June 2000..
 AI2239.No vertical observational check was made to the station.
 AI2239
 AI2239.The geoid height was determined by GEOID03.
 AI2239
 AI2239.The dynamic height is computed by dividing the NAVD 88
 AI2239.geopotential number by the normal gravity value computed on the
 AI2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2239.degrees latitude (g = 980.6199 gals.).
 AI2239
 AI2239.The modeled gravity was interpolated from observed gravity values.
 AI2239
 AI2239;                    North         East    Units  Estimated Accuracy
 AI2239;SPC MN S     -   318,790.      896,990.      MT  (+/- 180 meters Scaled)
 AI2239
 AI2239                          SUPERSEDED SURVEY CONTROL
 AI2239
 AI2239.No superseded survey control is available for this station.
 AI2239
 AI2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK180788(NAD 83)
 AI2239_MARKER: DV = VERTICAL CONTROL DISK
 AI2239_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AI2239_SP_SET: BRIDGE RAILING
 AI2239_STAMPING: 8282 AT 1990
 AI2239_MARK LOGO: MNDT  
 AI2239_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2239+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 AI2239
 AI2239  HISTORY     - Date     Condition        Report By
 AI2239  HISTORY     - 1990     MONUMENTED       MNDT
 AI2239  HISTORY     - 20031019 GOOD             USPSQD
 AI2239  HISTORY     - 20050917 GOOD             USPSQD
 AI2239
 AI2239                          STATION DESCRIPTION
 AI2239
 AI2239'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2239'THE MARK IS LOCATED AT LAKELAND, IN THE TOP OF THE RAILING AT THE SE
 AI2239'COR OF WB FAI 94 BRDG NO 82849 OVER TH 95, 25.0 FT (7.6 M) SOUTH OF WB
 AI2239'FAI 94, 2.1 FT (0.6 M) WEST OF THE EAST END OF THE BRIDGE RAILING.
 AI2239
 AI2239                          STATION RECOVERY (2003)
 AI2239
 AI2239'RECOVERY NOTE BY US POWER SQUADRON 2003 (ATD)
 AI2239'RECOVERED AS DESCRIBED AND IN GOOD CONDITION. TH 95 IS NOW WASHINGTON
 AI2239'COUNTY ROAD 18. JRD
 AI2239
 AI2239                          STATION RECOVERY (2005)
 AI2239
 AI2239'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AI2239'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0719 ***********************************************************************
 PP0719  DESIGNATION -  8282 B
 PP0719  PID         -  PP0719
 PP0719  STATE/COUNTY-  MN/WASHINGTON
 PP0719  USGS QUAD   -  HUDSON (1993)
 PP0719
 PP0719                         *CURRENT SURVEY CONTROL
 PP0719  ___________________________________________________________________
 PP0719* NAD 83(1986)-  44 57 42.     (N)    092 46 16.     (W)     SCALED    
 PP0719* NAVD 88     -       229.606  (meters)     753.30   (feet)  ADJUSTED  
 PP0719  ___________________________________________________________________
 PP0719  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 PP0719  DYNAMIC HT  -         229.592 (meters)     753.25  (feet)  COMP
 PP0719  MODELED GRAV-     980,549.6   (mgal)                       NAVD 88
 PP0719
 PP0719  VERT ORDER  -  SECOND    CLASS 0
 PP0719
 PP0719.The horizontal coordinates were scaled from a topographic map and have
 PP0719.an estimated accuracy of +/- 6 seconds.
 PP0719
 PP0719.The orthometric height was determined by differential leveling
 PP0719.and adjusted by the National Geodetic Survey in June 1991..
 PP0719
 PP0719.The geoid height was determined by GEOID03.
 PP0719
 PP0719.The dynamic height is computed by dividing the NAVD 88
 PP0719.geopotential number by the normal gravity value computed on the
 PP0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0719.degrees latitude (g = 980.6199 gals.).
 PP0719
 PP0719.The modeled gravity was interpolated from observed gravity values.
 PP0719
 PP0719;                    North         East    Units  Estimated Accuracy
 PP0719;SPC MN S     -   318,700.      896,950.      MT  (+/- 180 meters Scaled)
 PP0719
 PP0719                          SUPERSEDED SURVEY CONTROL
 PP0719
 PP0719  NGVD 29 (??/??/92)  229.571  (m)          753.18   (f) ADJ UNCH    2 0
 PP0719
 PP0719.Superseded values are not recommended for survey control.
 PP0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0719.See file dsdata.txt to determine how the superseded data were derived.
 PP0719
 PP0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK180787(NAD 83)
 PP0719_MARKER: DD = SURVEY DISK
 PP0719_SETTING: 0 = UNSPECIFIED SETTING
 PP0719_STAMPING: 8282 B 1965
 PP0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0719
 PP0719  HISTORY     - Date     Condition        Report By
 PP0719  HISTORY     - 1965     MONUMENTED       MNDT
 PP0719  HISTORY     - 1976     GOOD             MNDT
 PP0719  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 PP0719
 PP0719                          STATION DESCRIPTION
 PP0719
 PP0719'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP0719'IN LAKELAND.
 PP0719'LOCATED AT THE JUNCTION OF TRUNK HIGHWAYS 12 AND 95 AT LAKELAND.  IT
 PP0719'IS 17.3 FEET SOUTH OF AND ABOUT 1 FOOT HIGHER THAN THE CENTERLINE OF
 PP0719'TRUNK HIGHWAY 12 AND IS SET 2.8 FEET WEST OF THE EAST END OF THE SOUTH
 PP0719'WALKWAY OF BRIDGE NUMBER 6609 (TRUNK HIGHWAY 12 OVER TRUNK HIGHWAY
 PP0719'95).  CORNER OF NE 1/4, SEC 35, T29N, R20W.
 PP0719
 PP0719                          STATION RECOVERY (2003)
 PP0719
 PP0719'RECOVERY NOTE BY US POWER SQUADRON 2003 (ATD)
 PP0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0714 ***********************************************************************
 PP0714  DESIGNATION -  8282 C
 PP0714  PID         -  PP0714
 PP0714  STATE/COUNTY-  MN/WASHINGTON
 PP0714  USGS QUAD   -  HUDSON (1993)
 PP0714
 PP0714                         *CURRENT SURVEY CONTROL
 PP0714  ___________________________________________________________________
 PP0714* NAD 83(1986)-  44 57 19.     (N)    092 47 44.     (W)     SCALED    
 PP0714* NAVD 88     -       262.830  (meters)     862.30   (feet)  ADJUSTED  
 PP0714  ___________________________________________________________________
 PP0714  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 PP0714  DYNAMIC HT  -         262.815 (meters)     862.25  (feet)  COMP
 PP0714  MODELED GRAV-     980,552.0   (mgal)                       NAVD 88
 PP0714
 PP0714  VERT ORDER  -  SECOND    CLASS 0
 PP0714
 PP0714.The horizontal coordinates were scaled from a topographic map and have
 PP0714.an estimated accuracy of +/- 6 seconds.
 PP0714
 PP0714.The orthometric height was determined by differential leveling
 PP0714.and adjusted by the National Geodetic Survey in June 1991..
 PP0714
 PP0714.The geoid height was determined by GEOID03.
 PP0714
 PP0714.The dynamic height is computed by dividing the NAVD 88
 PP0714.geopotential number by the normal gravity value computed on the
 PP0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0714.degrees latitude (g = 980.6199 gals.).
 PP0714
 PP0714.The modeled gravity was interpolated from observed gravity values.
 PP0714
 PP0714;                    North         East    Units  Estimated Accuracy
 PP0714;SPC MN S     -   317,960.      895,030.      MT  (+/- 180 meters Scaled)
 PP0714
 PP0714                          SUPERSEDED SURVEY CONTROL
 PP0714
 PP0714  NGVD 29 (??/??/92)  262.793  (m)          862.18   (f) ADJ UNCH    2 0
 PP0714
 PP0714.Superseded values are not recommended for survey control.
 PP0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0714.See file dsdata.txt to determine how the superseded data were derived.
 PP0714
 PP0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK161780(NAD 83)
 PP0714_MARKER: DD = SURVEY DISK
 PP0714_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0714_SP_SET: MONUMENT
 PP0714_STAMPING: 8282-C 1965
 PP0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0714
 PP0714  HISTORY     - Date     Condition        Report By
 PP0714  HISTORY     - 1965     MONUMENTED       MNDT
 PP0714  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 PP0714
 PP0714                          STATION DESCRIPTION
 PP0714
 PP0714'DESCRIBED BY MN DEPT OF TRANSP 1965
 PP0714'1.2 MI W FROM LAKELAND.
 PP0714'MARK IS LOCATED IN THE NW 1/4, SECTION 34, T29N, R20W NEAR THE CENTER
 PP0714'OF THE SECTION ON T.H. 12 R/W.  ABOUT 1.2 MILES WEST OF LAKELAND. MARK
 PP0714'IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT BENCH MARK DISK STAMPED,
 PP0714'8282 C 1965 SET IN A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 PP0714'0.5 FEET ABOVE GROUND.  MARK IS LOCATED 246.0 FEET EAST OF THE
 PP0714'CENTERLINE OF WASHINGTON CO. RD. NO. 21, 73.0 FEET NORTH OF THE
 PP0714'CENTERLINE OF WESTBOUND T.H. 12, 108.0 FEET WEST OF THE CENTERLINE OF
 PP0714'FIELD ENTRANCE, 64.0 FEET WEST OF THE EAST EDGE OF GROUP OF PINE TREES
 PP0714'AND 4.2 FEET SOUTH OF A STEEL WITNESS POST.  MARK PROJECTS 0.5 FOOT
 PP0714'ABOVE THE GROUND.
 PP0714
 PP0714                          STATION RECOVERY (2003)
 PP0714
 PP0714'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 PP0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2236 ***********************************************************************
 AI2236  DESIGNATION -  8282 CA
 AI2236  PID         -  AI2236
 AI2236  STATE/COUNTY-  MN/WASHINGTON
 AI2236  USGS QUAD   -  HUDSON (1993)
 AI2236
 AI2236                         *CURRENT SURVEY CONTROL
 AI2236  ___________________________________________________________________
 AI2236* NAD 83(1986)-  44 56 56.     (N)    092 47 48.     (W)     SCALED    
 AI2236* NAVD 88     -       262.502  (meters)     861.23   (feet)  ADJUSTED  
 AI2236  ___________________________________________________________________
 AI2236  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 AI2236  DYNAMIC HT  -         262.486 (meters)     861.17  (feet)  COMP
 AI2236  MODELED GRAV-     980,549.5   (mgal)                       NAVD 88
 AI2236
 AI2236  VERT ORDER  -  SECOND    CLASS I
 AI2236
 AI2236.The horizontal coordinates were scaled from a topographic map and have
 AI2236.an estimated accuracy of +/- 6 seconds.
 AI2236
 AI2236.The orthometric height was determined by differential leveling
 AI2236.and adjusted by the National Geodetic Survey in June 2000..
 AI2236.No vertical observational check was made to the station.
 AI2236
 AI2236.The geoid height was determined by GEOID03.
 AI2236
 AI2236.The dynamic height is computed by dividing the NAVD 88
 AI2236.geopotential number by the normal gravity value computed on the
 AI2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2236.degrees latitude (g = 980.6199 gals.).
 AI2236
 AI2236.The modeled gravity was interpolated from observed gravity values.
 AI2236
 AI2236;                    North         East    Units  Estimated Accuracy
 AI2236;SPC MN S     -   317,250.      894,960.      MT  (+/- 180 meters Scaled)
 AI2236
 AI2236                          SUPERSEDED SURVEY CONTROL
 AI2236
 AI2236.No superseded survey control is available for this station.
 AI2236
 AI2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK160772(NAD 83)
 AI2236_MARKER: DV = VERTICAL CONTROL DISK
 AI2236_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI2236_STAMPING: 8282 CA 1990
 AI2236_MARK LOGO: MNDT  
 AI2236_PROJECTION: RECESSED 5 CENTIMETERS
 AI2236_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2236+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2003
 AI2236_ROD/PIPE-DEPTH:  3.0 meters
 AI2236
 AI2236  HISTORY     - Date     Condition        Report By
 AI2236  HISTORY     - 1990     MONUMENTED       MNDT
 AI2236  HISTORY     - 20030920 GOOD             USPSQD
 AI2236  HISTORY     - 20050917 GOOD             USPSQD
 AI2236
 AI2236                          STATION DESCRIPTION
 AI2236
 AI2236'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2236'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF LAKELAND, 0.5 MI
 AI2236'(0.8 KM) SOUTH OF THE JCT OF FAI 94 AND CO RD 21, 29.0 FT (8.8 M) WSW
 AI2236'OF CO RD 21, 69.0 FT (21.0 M) NW OF A P-POLE, 23.5 FT (7.2 M) NE OF
 AI2236'R/W POST NO B-4-2, AND 1.0 FT (0.3 M) ENE OF A WIT POST.  MARK IS A
 AI2236'COPPER CLAD ROD 10 FT (3.0 M) LONG WITH FENCE POST FLANGE AT BOTTOM.
 AI2236
 AI2236                          STATION RECOVERY (2003)
 AI2236
 AI2236'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 AI2236'RECOVERED AS DESCRIBED AND IN GOOD CONDITION, JRD
 AI2236
 AI2236                          STATION RECOVERY (2005)
 AI2236
 AI2236'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AI2236'RECOVERED  IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITION.
 AI2236'THE MARK IS LOCATED ON THE WEST SIDE OF CR 21. 79 FT NORTH OF THE
 AI2236'CENTER LINE OF A DRIVEWAY TO 81105 CR 21. SPSPS. ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0710 ***********************************************************************
 PP0710  DESIGNATION -  8282 D
 PP0710  PID         -  PP0710
 PP0710  STATE/COUNTY-  MN/WASHINGTON
 PP0710  USGS QUAD   -  HUDSON (1993)
 PP0710
 PP0710                         *CURRENT SURVEY CONTROL
 PP0710  ___________________________________________________________________
 PP0710* NAD 83(1986)-  44 56 59.     (N)    092 49 04.     (W)     SCALED    
 PP0710* NAVD 88     -       273.807  (meters)     898.32   (feet)  ADJUSTED  
 PP0710  ___________________________________________________________________
 PP0710  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 PP0710  DYNAMIC HT  -         273.792 (meters)     898.27  (feet)  COMP
 PP0710  MODELED GRAV-     980,553.8   (mgal)                       NAVD 88
 PP0710
 PP0710  VERT ORDER  -  SECOND    CLASS 0
 PP0710
 PP0710.The horizontal coordinates were scaled from a topographic map and have
 PP0710.an estimated accuracy of +/- 6 seconds.
 PP0710
 PP0710.The orthometric height was determined by differential leveling
 PP0710.and adjusted by the National Geodetic Survey in June 1991..
 PP0710
 PP0710.The geoid height was determined by GEOID03.
 PP0710
 PP0710.The dynamic height is computed by dividing the NAVD 88
 PP0710.geopotential number by the normal gravity value computed on the
 PP0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0710.degrees latitude (g = 980.6199 gals.).
 PP0710
 PP0710.The modeled gravity was interpolated from observed gravity values.
 PP0710
 PP0710;                    North         East    Units  Estimated Accuracy
 PP0710;SPC MN S     -   317,310.      893,290.      MT  (+/- 180 meters Scaled)
 PP0710
 PP0710                          SUPERSEDED SURVEY CONTROL
 PP0710
 PP0710  NGVD 29 (??/??/92)  273.769  (m)          898.19   (f) ADJ UNCH    2 0
 PP0710
 PP0710.Superseded values are not recommended for survey control.
 PP0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0710.See file dsdata.txt to determine how the superseded data were derived.
 PP0710
 PP0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK143773(NAD 83)
 PP0710_MARKER: DD = SURVEY DISK
 PP0710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0710_SP_SET: MONUMENT
 PP0710_STAMPING: 8282 D 1965
 PP0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0710
 PP0710  HISTORY     - Date     Condition        Report By
 PP0710  HISTORY     - 1965     MONUMENTED       MNDT
 PP0710  HISTORY     - 20060813 MARK NOT FOUND   USPSQD
 PP0710
 PP0710                          STATION DESCRIPTION
 PP0710
 PP0710'DESCRIBED BY MN DEPT OF TRANSP 1965
 PP0710'1.9 MI W FROM LAKELAND.
 PP0710'MARK IS LOCATED IN THE SW 1/4, SECTION 33, T29N, R20W ON T.H. 12 R/W
 PP0710'ABOUT 1.9 MILES WEST OF LAKELAND.  MARK IS A STANDARD MINNESOTA
 PP0710'HIGHWAY DEPARTMENT BENCH MARK DISK STAMPED, 8282 D 1965 SET IN A 12
 PP0710'INCH SQUARE CONCRETE MONUMENT PROJECTING 0.5 FOOT ABOVE GROUND.  MARK
 PP0710'IS 72.0 FEET NORTH OF THE CENTERLINE OF WESTBOUND T.H. 12, 390 FEET
 PP0710'WEST OF THE CENTERLINE OF DRIVEWAY, 43.5 FEET WEST-SOUTHWEST OF A 30
 PP0710'INCH ELM TREE, 4.0 FEET SOUTH OF FENCE AND 3.0 FT. SOUTH OF A STEEL
 PP0710'WITNESS POST.
 PP0710
 PP0710                          STATION RECOVERY (2006)
 PP0710
 PP0710'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRD)
 PP0710'MARK NOT RECOVERED. AREA IS NOW A REST STOP FOR FAI 94. SPSPS ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0709 ***********************************************************************
 PP0709  DESIGNATION -  8282 E
 PP0709  PID         -  PP0709
 PP0709  STATE/COUNTY-  MN/WASHINGTON
 PP0709  USGS QUAD   -  HUDSON (1993)
 PP0709
 PP0709                         *CURRENT SURVEY CONTROL
 PP0709  ___________________________________________________________________
 PP0709* NAD 83(1986)-  44 56 57.     (N)    092 49 46.     (W)     SCALED    
 PP0709* NAVD 88     -       267.164  (meters)     876.52   (feet)  ADJUSTED  
 PP0709  ___________________________________________________________________
 PP0709  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 PP0709  DYNAMIC HT  -         267.150 (meters)     876.47  (feet)  COMP
 PP0709  MODELED GRAV-     980,555.6   (mgal)                       NAVD 88
 PP0709
 PP0709  VERT ORDER  -  SECOND    CLASS 0
 PP0709
 PP0709.The horizontal coordinates were scaled from a topographic map and have
 PP0709.an estimated accuracy of +/- 6 seconds.
 PP0709
 PP0709.The orthometric height was determined by differential leveling
 PP0709.and adjusted by the National Geodetic Survey in June 1991..
 PP0709
 PP0709.The geoid height was determined by GEOID03.
 PP0709
 PP0709.The dynamic height is computed by dividing the NAVD 88
 PP0709.geopotential number by the normal gravity value computed on the
 PP0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0709.degrees latitude (g = 980.6199 gals.).
 PP0709
 PP0709.The modeled gravity was interpolated from observed gravity values.
 PP0709
 PP0709;                    North         East    Units  Estimated Accuracy
 PP0709;SPC MN S     -   317,240.      892,370.      MT  (+/- 180 meters Scaled)
 PP0709
 PP0709                          SUPERSEDED SURVEY CONTROL
 PP0709
 PP0709  NGVD 29 (??/??/92)  267.126  (m)          876.40   (f) ADJ UNCH    2 0
 PP0709
 PP0709.Superseded values are not recommended for survey control.
 PP0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0709.See file dsdata.txt to determine how the superseded data were derived.
 PP0709
 PP0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK134773(NAD 83)
 PP0709_MARKER: DB = BENCH MARK DISK
 PP0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0709_SP_SET: MONUMENT
 PP0709_STAMPING: 8282 E 1965
 PP0709_MARK LOGO: MNDT  
 PP0709_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0709+STABILITY: SURFACE MOTION
 PP0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0709+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 PP0709
 PP0709  HISTORY     - Date     Condition        Report By
 PP0709  HISTORY     - 1965     MONUMENTED       MNDT
 PP0709  HISTORY     - 19900227 GOOD             MNDT
 PP0709  HISTORY     - 19920827 GOOD             MNDT
 PP0709
 PP0709                          STATION DESCRIPTION
 PP0709
 PP0709'DESCRIBED BY MN DEPT OF TRANSP 1965
 PP0709'2.7 MI W FROM LAKELAND.
 PP0709'MARK IS LOCATED NEAR THE SOUTH LINE OF SECTION 32, T29N, R20W ON T.H.
 PP0709'12 R-W.  ABOUT 2.7 MILES WEST OF LAKELAND.  MARK IS A STANDARD
 PP0709'MINNESOTA HIGHWAY DEPARTMENT BENCH MARK DISK, STAMPED 8282 E 1965 SET
 PP0709'IN A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING 0.5 FT. ABOVE GROUND.
 PP0709'MARK IS 71.0 FEET NORTH OF THE CENTERLINE OF WESTBOUND T.H. 12, 52.0
 PP0709'FEET WEST OF THE CENTERLINE OF THE ROLAND SPLINTER FARM ENTRANCE, 38.0
 PP0709'FEET WEST OF A CORNER FENCE POST, 4.0 FEET SOUTH OF A T-CORNER FENCH
 PP0709'POST AND 1.5 FEET SOUTH OF A STEEL WITNESS POST.
 PP0709
 PP0709                          STATION RECOVERY (1990)
 PP0709
 PP0709'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO)
 PP0709'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 PP0709'2.7 MI (4.3 KM) WEST OF LAKELAND.  TO REACH THE MARK FROM THE JCT OF
 PP0709'FAI 94 AND CO RD 71, GO NORTH FOR 0.1 MI (0.2 KM) ON CO RD 71, THEN GO
 PP0709'EAST FOR 0.65 MI (1.05 KM) ON THE FRONTAGE RD (HUDSON RD) .  THE MARK
 PP0709'IS AT FAI 94 MP 255.25, 71.5 FT (21.8 M) NORTH OF THE FRONTAGE RD,
 PP0709'56.0 FT (17.1 M) WEST OF A DRIVEWAY, 89.5 FT (27.3 M) ENE OF A P-POLE,
 PP0709'4.7 FT (1.4 M) SOUTH OF A WOOD FENCE, AND 1.6 FT (0.5 M) SOUTH OF A
 PP0709'WITNESS POST.
 PP0709
 PP0709                          STATION RECOVERY (1992)
 PP0709
 PP0709'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP0709'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0708 ***********************************************************************
 PP0708  DESIGNATION -  8282 F
 PP0708  PID         -  PP0708
 PP0708  STATE/COUNTY-  MN/WASHINGTON
 PP0708  USGS QUAD   -  HUDSON (1993)
 PP0708
 PP0708                         *CURRENT SURVEY CONTROL
 PP0708  ___________________________________________________________________
 PP0708* NAD 83(1996)-  44 56 57.53816(N)    092 50 56.16945(W)     ADJUSTED  
 PP0708* NAVD 88     -       271.007  (meters)     889.13   (feet)  ADJUSTED  
 PP0708  ___________________________________________________________________
 PP0708  LAPLACE CORR-         -14.03  (seconds)                    DEFLEC99
 PP0708  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 PP0708  DYNAMIC HT  -         270.993 (meters)     889.08  (feet)  COMP
 PP0708  MODELED GRAV-     980,558.9   (mgal)                       NAVD 88
 PP0708
 PP0708  HORZ ORDER  -  SECOND
 PP0708  VERT ORDER  -  SECOND    CLASS 0
 PP0708
 PP0708.The horizontal coordinates were established by classical geodetic methods
 PP0708.and adjusted by the National Geodetic Survey in March 1999..
 PP0708
 PP0708.The orthometric height was determined by differential leveling
 PP0708.and adjusted by the National Geodetic Survey in June 1991..
 PP0708
 PP0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 PP0708
 PP0708.The geoid height was determined by GEOID03.
 PP0708
 PP0708.The dynamic height is computed by dividing the NAVD 88
 PP0708.geopotential number by the normal gravity value computed on the
 PP0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0708.degrees latitude (g = 980.6199 gals.).
 PP0708
 PP0708.The modeled gravity was interpolated from observed gravity values.
 PP0708
 PP0708;                    North         East     Units Scale Factor Converg.
 PP0708;SPC MN S     -   317,233.988   890,830.424   MT  0.99995256   +0 48 24.5
 PP0708;UTM  15      - 4,977,331.191   511,916.649   MT  0.99960175   +0 06 24.2
 PP0708
 PP0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0708!SPC MN S     -   0.99996193  x   0.99995256  =   0.99991449
 PP0708!UTM  15      -   0.99996193  x   0.99960175  =   0.99956370
 PP0708
 PP0708:                Primary Azimuth Mark                     Grid Az
 PP0708:SPC MN S     -  ELMO                                     268 36 55.4
 PP0708:UTM  15      -  ELMO                                     269 18 55.7
 PP0708
 PP0708|---------------------------------------------------------------------|
 PP0708| PID    Reference Object                     Distance      Geod. Az  |
 PP0708|                                                           dddmmss.s |
 PP0708| PP0706 ELMO                                APPROX. 1.5 KM 2692519.9 |
 PP0708| PP2466 CIMARRON WATER TANK                 APPROX. 2.0 KM 3023057.2 |
 PP0708|---------------------------------------------------------------------|
 PP0708
 PP0708                          SUPERSEDED SURVEY CONTROL
 PP0708
 PP0708  NAD 83(1996)-  44 56 57.53113(N)    092 50 56.16686(W) AD(       ) 2
 PP0708  NAD 83(1986)-  44 56 57.52994(N)    092 50 56.16552(W) AD(       ) 2
 PP0708  NAD 27      -  44 56 57.64556(N)    092 50 55.42299(W) AD(       ) 2
 PP0708  NGVD 29 (??/??/92)  270.966  (m)          888.99   (f) ADJ UNCH    2 0
 PP0708
 PP0708.Superseded values are not recommended for survey control.
 PP0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0708.See file dsdata.txt to determine how the superseded data were derived.
 PP0708
 PP0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1191777331(NAD 83)
 PP0708_MARKER: DB = BENCH MARK DISK
 PP0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0708_SP_SET: MONUMENT
 PP0708_STAMPING: 8282 F 1965
 PP0708_MARK LOGO: MNDT  
 PP0708_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0708+STABILITY: SURFACE MOTION
 PP0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0708+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 PP0708
 PP0708  HISTORY     - Date     Condition        Report By
 PP0708  HISTORY     - 1965     MONUMENTED       MNDT
 PP0708  HISTORY     - 1975     GOOD             MNHD
 PP0708  HISTORY     - 19900227 GOOD             MNDT
 PP0708  HISTORY     - 19920827 GOOD             MNDT
 PP0708
 PP0708                          STATION DESCRIPTION
 PP0708
 PP0708'DESCRIBED BY MN DEPT OF TRANSP 1965
 PP0708'4.5 MI SE FROM LAKE ELMO.
 PP0708'MARK IS LOCATED IN THE SE 1/4, SECTION 31, T29N, R20W ON T.H. 12 R/W
 PP0708'ABOUT 4.5 MILES SOUTHEAST OF LAKE ELMO.  MARK IS A STANDARD MINNESOTA
 PP0708'HIGHWAY DEPARTMENT BENCH MARK DISK STAMPED 8282 F 1965 SET IN A 12
 PP0708'INCH SQUARE CONC. MONUMENT PROJECTING 0.5 FOOT ABOVE GROUND.  MARK IS
 PP0708'73.0 FEET NORTH OF THE CENTERLINE OF WESTBOUND T.H. 12, 80.0 FEET WEST
 PP0708'OF THE CENTERLINE OF A FIELD ENTRANCE, 33.0 FEET EAST OF THE
 PP0708'CENTERLINE OF THE KRAEMER FARM ENTRANCE, 19.0 FEET SOUTHEAST OF A
 PP0708'POWER POLE, 3.0 FEET SOUTH OF A FENCE, 2.5 FEET SOUTH OF A STEEL
 PP0708'WITNESS POST AND 3.5 FEET SOUTH OF A R/W MARKER POST.
 PP0708
 PP0708                          STATION RECOVERY (1975)
 PP0708
 PP0708'RECOVERY NOTE BY MN HIGHWAY DEPT 1975 (DKH)
 PP0708'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF THE CITY OF LAKE
 PP0708'ELMO IN THE SE 1/4 OF SECTION 31, T29N, R20W, ON TRUNK HIGHWAY
 PP0708'12 RIGHT-OF-WAY.
 PP0708'
 PP0708'THE STATION MARK, A STANDARD MNHD BENCH MARK DISK STAMPED 8282 F
 PP0708'1965, IS SET IN A 12 INCH SQUARE CONCRETE MONUMENT, AND PROJECTS
 PP0708'0.5 FEET ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 73.0 FEET
 PP0708'NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 12 WESTBOUND, 80.0 FEET
 PP0708'WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 33.0 FEET EAST OF THE
 PP0708'CENTERLINE OF THE KRAEMER FARM ENTRANCE, 19.0 FEET SOUTHEAST OF
 PP0708'A POWER POLE, 3.0 FEET SOUTH OF A FENCE, 3.5 FEET SOUTH OF A
 PP0708'RIGHT-OF-WAY MARKER POST, AND 2.5 FEET SOUTH OF A STEEL
 PP0708'WITNESS POST.
 PP0708'
 PP0708'NEAREST TOWN--LAKE ELMO.
 PP0708'
 PP0708'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 PP0708
 PP0708                          STATION RECOVERY (1990)
 PP0708
 PP0708'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO)
 PP0708'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 PP0708'4.25 MI (6.84 KM) WEST OF LAKELAND.  TO REACH THE MARK FROM THE JCT OF
 PP0708'FAI 94 AND CO RD 71, GO NORTH FOR 0.1 MI (0.2 KM) ON CO RD 71, THEN GO
 PP0708'WEST FOR 0.3 MI (0.5 KM) ON THE FRONTAGE RD (HUDSON RD) . THE MARK IS
 PP0708'74.0 FT (22.6 M) NORTH OF THE FRONTAGE RD, 33.5 FT (10.2 M) EAST OF A
 PP0708'FIELD ENT, 36.0 FT (11.0 M) NNE OF A P-POLE WITH A BRACE POST, 3.0 FT
 PP0708'(0.9 M) SW OF A CONC R/W POST, 17.0 FT (5.2 M) EAST OF A P-POLE, AND
 PP0708'2.5 FT (0.8 M) SOUTH OF A WITNESS POST.
 PP0708
 PP0708                          STATION RECOVERY (1992)
 PP0708
 PP0708'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP0708'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0703 ***********************************************************************
 PP0703  DESIGNATION -  8282 G
 PP0703  PID         -  PP0703
 PP0703  STATE/COUNTY-  MN/WASHINGTON
 PP0703  USGS QUAD   -  LAKE ELMO (1993)
 PP0703
 PP0703                         *CURRENT SURVEY CONTROL
 PP0703  ___________________________________________________________________
 PP0703* NAD 83(1986)-  44 56 57.     (N)    092 53 09.     (W)     SCALED    
 PP0703* NAVD 88     -       284.312  (meters)     932.78   (feet)  ADJUSTED  
 PP0703  ___________________________________________________________________
 PP0703  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 PP0703  DYNAMIC HT  -         284.299 (meters)     932.74  (feet)  COMP
 PP0703  MODELED GRAV-     980,564.8   (mgal)                       NAVD 88
 PP0703
 PP0703  VERT ORDER  -  SECOND    CLASS 0
 PP0703
 PP0703.The horizontal coordinates were scaled from a topographic map and have
 PP0703.an estimated accuracy of +/- 6 seconds.
 PP0703
 PP0703.The orthometric height was determined by differential leveling
 PP0703.and adjusted by the National Geodetic Survey in June 1991..
 PP0703
 PP0703.The geoid height was determined by GEOID03.
 PP0703
 PP0703.The dynamic height is computed by dividing the NAVD 88
 PP0703.geopotential number by the normal gravity value computed on the
 PP0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0703.degrees latitude (g = 980.6199 gals.).
 PP0703
 PP0703.The modeled gravity was interpolated from observed gravity values.
 PP0703
 PP0703;                    North         East    Units  Estimated Accuracy
 PP0703;SPC MN S     -   317,180.      887,920.      MT  (+/- 180 meters Scaled)
 PP0703
 PP0703                          SUPERSEDED SURVEY CONTROL
 PP0703
 PP0703  NGVD 29 (??/??/92)  284.269  (m)          932.64   (f) ADJ UNCH    2 0
 PP0703
 PP0703.Superseded values are not recommended for survey control.
 PP0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0703.See file dsdata.txt to determine how the superseded data were derived.
 PP0703
 PP0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK090773(NAD 83)
 PP0703_MARKER: DD = SURVEY DISK
 PP0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0703_SP_SET: MONUMENT
 PP0703_STAMPING: 8282 G 1965
 PP0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0703
 PP0703  HISTORY     - Date     Condition        Report By
 PP0703  HISTORY     - 1965     MONUMENTED       MNDT
 PP0703
 PP0703                          STATION DESCRIPTION
 PP0703
 PP0703'DESCRIBED BY MN DEPT OF TRANSP 1965
 PP0703'3.0 MI S FROM LAKE ELMO.
 PP0703'THE MARK IS LOCATED IN THE SE 1/4, SECTION 35, T29N, R21W ON T.H. 12
 PP0703'R/W ABOUT 3.0 MILES SOUTH OF LAKE ELMO.  MARK IS A STANDARD MINNESOTA
 PP0703'HIGHWAY DEPARTMENT DISK STAMPED 8282 G 1965 SET IN A 12 INCH SQUARE
 PP0703'CONCRETE MONUMENT PROJECTING 0.5 FOOT ABOVE GROUND.  MARK IS 63.0 FEET
 PP0703'NORTH OF THE CENTERLINE OF WESTBOUND T.H. 12, 144.0 FEET EAST OF THE
 PP0703'CENTERLINE OF A FARM ENTRANCE, 130.0 FEET SOUTHEAST OF A 36 INCH OAK
 PP0703'TREE, 13.5 FEET SOUTHWEST OF A POWER POLE, 52.0 FEET SOUTHWEST OF A
 PP0703'LARGE BILL BOARD AND 2.9 FEET SOUTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2227 ***********************************************************************
 AI2227  DESIGNATION -  8282 GA
 AI2227  PID         -  AI2227
 AI2227  STATE/COUNTY-  MN/WASHINGTON
 AI2227  USGS QUAD   -  LAKE ELMO (1993)
 AI2227
 AI2227                         *CURRENT SURVEY CONTROL
 AI2227  ___________________________________________________________________
 AI2227* NAD 83(1986)-  44 56 46.     (N)    092 52 58.     (W)     SCALED    
 AI2227* NAVD 88     -       282.327  (meters)     926.27   (feet)  ADJUSTED  
 AI2227  ___________________________________________________________________
 AI2227  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AI2227  DYNAMIC HT  -         282.314 (meters)     926.23  (feet)  COMP
 AI2227  MODELED GRAV-     980,563.6   (mgal)                       NAVD 88
 AI2227
 AI2227  VERT ORDER  -  SECOND    CLASS I
 AI2227
 AI2227.The horizontal coordinates were scaled from a topographic map and have
 AI2227.an estimated accuracy of +/- 6 seconds.
 AI2227
 AI2227.The orthometric height was determined by differential leveling
 AI2227.and adjusted by the National Geodetic Survey in June 2000..
 AI2227
 AI2227.The geoid height was determined by GEOID03.
 AI2227
 AI2227.The dynamic height is computed by dividing the NAVD 88
 AI2227.geopotential number by the normal gravity value computed on the
 AI2227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2227.degrees latitude (g = 980.6199 gals.).
 AI2227
 AI2227.The modeled gravity was interpolated from observed gravity values.
 AI2227
 AI2227;                    North         East    Units  Estimated Accuracy
 AI2227;SPC MN S     -   316,840.      888,170.      MT  (+/- 180 meters Scaled)
 AI2227
 AI2227                          SUPERSEDED SURVEY CONTROL
 AI2227
 AI2227.No superseded survey control is available for this station.
 AI2227
 AI2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK092769(NAD 83)
 AI2227_MARKER: DV = VERTICAL CONTROL DISK
 AI2227_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI2227_STAMPING: 8282 GA 1990
 AI2227_MARK LOGO: MNDT  
 AI2227_PROJECTION: RECESSED 5 CENTIMETERS
 AI2227_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2227+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 AI2227_ROD/PIPE-DEPTH:  3.0 meters
 AI2227
 AI2227  HISTORY     - Date     Condition        Report By
 AI2227  HISTORY     - 1990     MONUMENTED       MNDT
 AI2227  HISTORY     - 19920827 GOOD             MNDT
 AI2227
 AI2227                          STATION DESCRIPTION
 AI2227
 AI2227'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2227'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH OF LAKE ELMO.  TO REACH
 AI2227'THE MARK FROM THE JCT OF FAI 94/494 AND FAI 694, GO EAST FOR 2.7 MI
 AI2227'(4.3 KM) ON FAI 94, THEN GO SOUTH FOR 0.2 MI (0.3 KM) ON CO RD 19,
 AI2227'THEN GO EAST FOR 1.0 MI (1.6 KM) ON HUDSON RD.  THE MARK IS AT THE JCT
 AI2227'OF HUDSON RD AND CO RD 17, 45.5 FT (13.9 M) EAST OF CO RD 17, 177.0 FT
 AI2227'(53.9 M) SOUTH OF THE FRONTAGE RD, 156.9 FT (47.8 M) NE OF A P-POLE,
 AI2227'AND 0.8 FT (24.4 CM) WEST OF A WIT POST.  MARK IS A COPPER CLAD ROD 10
 AI2227'FT (3.0 M) LONG WITH FENCE POST FLANGE AT THE BOTTOM.
 AI2227
 AI2227                          STATION RECOVERY (1992)
 AI2227
 AI2227'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AI2227'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2226 ***********************************************************************
 AI2226  DESIGNATION -  8282 HA
 AI2226  PID         -  AI2226
 AI2226  STATE/COUNTY-  MN/WASHINGTON
 AI2226  USGS QUAD   -  LAKE ELMO (1993)
 AI2226
 AI2226                         *CURRENT SURVEY CONTROL
 AI2226  ___________________________________________________________________
 AI2226* NAD 83(1986)-  44 56 47.     (N)    092 54 13.     (W)     SCALED    
 AI2226* NAVD 88     -       288.933  (meters)     947.94   (feet)  ADJUSTED  
 AI2226  ___________________________________________________________________
 AI2226  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AI2226  DYNAMIC HT  -         288.921 (meters)     947.90  (feet)  COMP
 AI2226  MODELED GRAV-     980,567.0   (mgal)                       NAVD 88
 AI2226
 AI2226  VERT ORDER  -  SECOND    CLASS I
 AI2226
 AI2226.The horizontal coordinates were scaled from a topographic map and have
 AI2226.an estimated accuracy of +/- 6 seconds.
 AI2226
 AI2226.The orthometric height was determined by differential leveling
 AI2226.and adjusted by the National Geodetic Survey in June 2000..
 AI2226
 AI2226.The geoid height was determined by GEOID03.
 AI2226
 AI2226.The dynamic height is computed by dividing the NAVD 88
 AI2226.geopotential number by the normal gravity value computed on the
 AI2226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2226.degrees latitude (g = 980.6199 gals.).
 AI2226
 AI2226.The modeled gravity was interpolated from observed gravity values.
 AI2226
 AI2226;                    North         East    Units  Estimated Accuracy
 AI2226;SPC MN S     -   316,850.      886,520.      MT  (+/- 180 meters Scaled)
 AI2226
 AI2226                          SUPERSEDED SURVEY CONTROL
 AI2226
 AI2226.No superseded survey control is available for this station.
 AI2226
 AI2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK076769(NAD 83)
 AI2226_MARKER: DV = VERTICAL CONTROL DISK
 AI2226_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AI2226_STAMPING: 8282 HA 1990
 AI2226_MARK LOGO: MNDT  
 AI2226_PROJECTION: PROJECTING 3 CENTIMETERS
 AI2226_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2226+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 AI2226_ROD/PIPE-DEPTH:  3.0 meters
 AI2226
 AI2226  HISTORY     - Date     Condition        Report By
 AI2226  HISTORY     - 1990     MONUMENTED       MNDT
 AI2226  HISTORY     - 19920827 GOOD             MNDT
 AI2226
 AI2226                          STATION DESCRIPTION
 AI2226
 AI2226'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2226'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SSW OF LAKE ELMO.  TO REACH
 AI2226'THE MARK FROM THE JCT OF FAI 94/494 AND FAI 694, GO EAST FOR 2.7 MI
 AI2226'(4.3 KM) ON FAI 94, THEN GO SOUTH FOR 0.2 MI (0.3 KM) ON CO RD 19. THE
 AI2226'MARK IS 48.0 FT (14.6 M) WEST OF SB CO RD 19, 106.5 FT (32.5 M) SOUTH
 AI2226'OF THE FAI 94 SOUTH FRONTAGE RD (HUDSON RD) , 48.0 FT (14.6 M) NNW OF
 AI2226'A SPEED LIMIT 55 SIGN POST, AND 0.6 FT (18.3 CM) EAST OF A WIT POST.
 AI2226'MARK IS A COPPER CLAD ROD 10 FT (3.0 M) LONG WITH FENCE POST FLANGE AT
 AI2226'THE BOTTOM.
 AI2226
 AI2226                          STATION RECOVERY (1992)
 AI2226
 AI2226'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AI2226'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP3568 ***********************************************************************
 PP3568  DESIGNATION -  8282 L RESET
 PP3568  PID         -  PP3568
 PP3568  STATE/COUNTY-  MN/WASHINGTON
 PP3568  USGS QUAD   -  LAKE ELMO (1993)
 PP3568
 PP3568                         *CURRENT SURVEY CONTROL
 PP3568  ___________________________________________________________________
 PP3568* NAD 83(1986)-  44 56 54.     (N)    092 57 31.     (W)     SCALED    
 PP3568* NAVD 88     -       311.015  (meters)    1020.39   (feet)  ADJUSTED  
 PP3568  ___________________________________________________________________
 PP3568  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 PP3568  DYNAMIC HT  -         311.006 (meters)    1020.36  (feet)  COMP
 PP3568  MODELED GRAV-     980,576.9   (mgal)                       NAVD 88
 PP3568
 PP3568  VERT ORDER  -  SECOND    CLASS I
 PP3568
 PP3568.The horizontal coordinates were scaled from a topographic map and have
 PP3568.an estimated accuracy of +/- 6 seconds.
 PP3568
 PP3568.The orthometric height was determined by differential leveling
 PP3568.and adjusted by the National Geodetic Survey in June 2000..
 PP3568.No vertical observational check was made to the station.
 PP3568
 PP3568.The geoid height was determined by GEOID03.
 PP3568
 PP3568.The dynamic height is computed by dividing the NAVD 88
 PP3568.geopotential number by the normal gravity value computed on the
 PP3568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3568.degrees latitude (g = 980.6199 gals.).
 PP3568
 PP3568.The modeled gravity was interpolated from observed gravity values.
 PP3568
 PP3568;                    North         East    Units  Estimated Accuracy
 PP3568;SPC MN S     -   317,010.      882,180.      MT  (+/- 180 meters Scaled)
 PP3568
 PP3568                          SUPERSEDED SURVEY CONTROL
 PP3568
 PP3568  NAVD 88 (04/14/03)  311.015  (m)         1020.39   (f) UNKNOWN     3 0
 PP3568  NGVD 29 (04/14/03)  310.96   (m)         1020.2    (f) RESET       3  
 PP3568
 PP3568.Superseded values are not recommended for survey control.
 PP3568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3568.See file dsdata.txt to determine how the superseded data were derived.
 PP3568
 PP3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK032772(NAD 83)
 PP3568_MARKER: DB = BENCH MARK DISK
 PP3568_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3568_SP_SET: BRIDGE RAILING
 PP3568_STAMPING: 8282 L RESET 1985
 PP3568_MARK LOGO: MNDT  
 PP3568_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3568+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 PP3568
 PP3568  HISTORY     - Date     Condition        Report By
 PP3568  HISTORY     - 1985     MONUMENTED       MNDT
 PP3568  HISTORY     - 19900227 GOOD             MNDT
 PP3568  HISTORY     - 19960708 GOOD             MNDT
 PP3568  HISTORY     - 20050319 GOOD             USPSQD
 PP3568
 PP3568                          STATION DESCRIPTION
 PP3568
 PP3568'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3568'IN THE VILLAGE OF WOODBURY, 0.7 MI (1.1 KM) E OF LANDFALL, IN THE NW
 PP3568'1/4 OF SEC 5, T28N, R21W, AT THE JUNCTION OF INTERSTATE HIGHWAYS
 PP3568'494-694 AND 94, IN THE TOP RAILING AT THE SE CORNER OF THE BRIDGE
 PP3568'CARRYING INTERSTATE 494-694 OVER INTERSTATE 94 (NUMBER 82832).
 PP3568
 PP3568                          STATION RECOVERY (1990)
 PP3568
 PP3568'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO)
 PP3568'THE MARK IS LOCATED IN WOODBURY.  THE MARK IS AT THE JCT OF NB FAI 694
 PP3568'AND FAI 94.  THE MARK IS IN THE RAILING AT THE SE COR OF NB FAI 694
 PP3568'BRDG NO 82832 OVER FAI 94, 31.6 FT (9.6 M) EAST OF NB FAI 694, AND
 PP3568'120.5 FT (36.7 M) NNW OF LIGHT STANDARD NO AIS-41.
 PP3568
 PP3568                          STATION RECOVERY (1996)
 PP3568
 PP3568'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 PP3568'THE MARK IS LOCATED IN WOODBURY, 0.7 MI (1.1 KM) EAST OF LANDFALL, IN
 PP3568'RAILING AT SE COR OF NB FAI 694 BRDG 82832 OVER FAI 94, 31.6 FT (9.6
 PP3568'M) EAST OF NB FAI 694, 120.5 FT (36.7 M) NNW OF LIGHT STANDARD AIS 41.
 PP3568
 PP3568                          STATION RECOVERY (2005)
 PP3568
 PP3568'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP3568'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2219 ***********************************************************************
 AI2219  DESIGNATION -  8282 Z
 AI2219  PID         -  AI2219
 AI2219  STATE/COUNTY-  MN/WASHINGTON
 AI2219  USGS QUAD   -  LAKE ELMO (1993)
 AI2219
 AI2219                         *CURRENT SURVEY CONTROL
 AI2219  ___________________________________________________________________
 AI2219* NAD 83(1986)-  44 56 55.     (N)    092 58 08.     (W)     SCALED    
 AI2219* NAVD 88     -       294.977  (meters)     967.77   (feet)  ADJUSTED  
 AI2219  ___________________________________________________________________
 AI2219  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AI2219  DYNAMIC HT  -         294.968 (meters)     967.74  (feet)  COMP
 AI2219  MODELED GRAV-     980,578.8   (mgal)                       NAVD 88
 AI2219
 AI2219  VERT ORDER  -  SECOND    CLASS I
 AI2219
 AI2219.The horizontal coordinates were scaled from a topographic map and have
 AI2219.an estimated accuracy of +/- 6 seconds.
 AI2219
 AI2219.The orthometric height was determined by differential leveling
 AI2219.and adjusted by the National Geodetic Survey in June 2000..
 AI2219
 AI2219.The geoid height was determined by GEOID03.
 AI2219
 AI2219.The dynamic height is computed by dividing the NAVD 88
 AI2219.geopotential number by the normal gravity value computed on the
 AI2219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2219.degrees latitude (g = 980.6199 gals.).
 AI2219
 AI2219.The modeled gravity was interpolated from observed gravity values.
 AI2219
 AI2219;                    North         East    Units  Estimated Accuracy
 AI2219;SPC MN S     -   317,030.      881,370.      MT  (+/- 180 meters Scaled)
 AI2219
 AI2219                          SUPERSEDED SURVEY CONTROL
 AI2219
 AI2219.No superseded survey control is available for this station.
 AI2219
 AI2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK024772(NAD 83)
 AI2219_MARKER: DB = BENCH MARK DISK
 AI2219_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AI2219+WITH SETTING: PAVEMENT
 AI2219_SP_SET: OVERHEAD SIGN BASE
 AI2219_STAMPING: 8282 Z 1990
 AI2219_MARK LOGO: MNDT  
 AI2219_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2219+STABILITY: SURFACE MOTION
 AI2219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2219+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 AI2219
 AI2219  HISTORY     - Date     Condition        Report By
 AI2219  HISTORY     - 1990     MONUMENTED       MNDT
 AI2219  HISTORY     - 19960708 GOOD             MNDT
 AI2219  HISTORY     - 20050319 GOOD             USPSQD
 AI2219
 AI2219                          STATION DESCRIPTION
 AI2219
 AI2219'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI2219'THE MARK IS LOCATED IN WOODBURY NEAR BATTLE CREEK LAKE.  TO REACH THE
 AI2219'MARK FROM THE JCT OF FAI 94 AND TH 120, GO EAST FOR 0.85 MI (1.37 KM)
 AI2219'ON FAI 94 TO FAI 94 MP 248.4.  THE MARK IS IN THE TOP OF THE NW COR OF
 AI2219'A CONC BASE OF AN OVERHEAD SIGN, 26.7 FT (8.1 M) SOUTH OF THE OFF RAMP
 AI2219'TO SB FAI 494 AND NB FAI 694, 56.0 FT (17.1 M) WNW OF A 48 INCH CONC
 AI2219'CULVERT, 2.0 FT (0.6 M) SOUTH OF A GUARDRAIL, AND 2.0 FT (0.6 M) WEST
 AI2219'OF THE CENTER OF A SIGN POST.
 AI2219
 AI2219                          STATION RECOVERY (1996)
 AI2219
 AI2219'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 AI2219'THE MARK IS LOCATED AT WOODBURY NEAR BATTLE CREEK LAKE, 0.85 MI (1.37
 AI2219'KM) EAST OF JCT OF FAI 94 AND TH 120, AT FAI 94 MP 248.4, IN TOP OF NW
 AI2219'COR OF CONC BASE OF OVERHEAD SIGN, 26.7 FT (8.1 M) SOUTH OF OFF RAMP
 AI2219'TO SB FAI 494 AND NB FAI 694, 56.0 FT (17.1 M) WNW OF 48 INCH CONC
 AI2219'CULVERT, 2.0 FT (0.6 M) SOUTH OF GUARDRAIL, 2.0 FT (0.6 M) WEST OF
 AI2219'CENTER OF SIGN POST.
 AI2219
 AI2219                          STATION RECOVERY (2005)
 AI2219
 AI2219'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AI2219'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0734 ***********************************************************************
 PP0734  DESIGNATION -  8285 A
 PP0734  PID         -  PP0734
 PP0734  STATE/COUNTY-  MN/WASHINGTON
 PP0734  USGS QUAD   -  LAKE ELMO (1993)
 PP0734
 PP0734                         *CURRENT SURVEY CONTROL
 PP0734  ___________________________________________________________________
 PP0734* NAD 83(1986)-  44 55 32.     (N)    092 58 07.     (W)     SCALED    
 PP0734* NAVD 88     -       332.746  (meters)    1091.68   (feet)  ADJUSTED  
 PP0734  ___________________________________________________________________
 PP0734  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 PP0734  DYNAMIC HT  -         332.736 (meters)    1091.65  (feet)  COMP
 PP0734  MODELED GRAV-     980,575.8   (mgal)                       NAVD 88
 PP0734
 PP0734  VERT ORDER  -  SECOND    CLASS 0
 PP0734
 PP0734.The horizontal coordinates were scaled from a topographic map and have
 PP0734.an estimated accuracy of +/- 6 seconds.
 PP0734
 PP0734.The orthometric height was determined by differential leveling
 PP0734.and adjusted by the National Geodetic Survey in June 1991..
 PP0734
 PP0734.The geoid height was determined by GEOID03.
 PP0734
 PP0734.The dynamic height is computed by dividing the NAVD 88
 PP0734.geopotential number by the normal gravity value computed on the
 PP0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0734.degrees latitude (g = 980.6199 gals.).
 PP0734
 PP0734.The modeled gravity was interpolated from observed gravity values.
 PP0734
 PP0734;                    North         East    Units  Estimated Accuracy
 PP0734;SPC MN S     -   314,470.      881,420.      MT  (+/- 180 meters Scaled)
 PP0734
 PP0734                          SUPERSEDED SURVEY CONTROL
 PP0734
 PP0734  NGVD 29 (??/??/92)  332.693  (m)         1091.51   (f) ADJ UNCH    2 0
 PP0734
 PP0734.Superseded values are not recommended for survey control.
 PP0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0734.See file dsdata.txt to determine how the superseded data were derived.
 PP0734
 PP0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK024746(NAD 83)
 PP0734_MARKER: DB = BENCH MARK DISK
 PP0734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0734_SP_SET: BRIDGE
 PP0734_STAMPING: 8285 A 1969
 PP0734_MARK LOGO: MNDT  
 PP0734_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0734+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1996
 PP0734
 PP0734  HISTORY     - Date     Condition        Report By
 PP0734  HISTORY     - 1969     MONUMENTED       MNDT
 PP0734  HISTORY     - 1970     GOOD             MNDT
 PP0734  HISTORY     - 19960708 GOOD             MNDT
 PP0734  HISTORY     - 20010331 GOOD             NGS
 PP0734
 PP0734                          STATION DESCRIPTION
 PP0734
 PP0734'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0734'1.6 MI S FROM LANDFALL.
 PP0734'MARK IS LOCATED IN THE SE 1/4, SECTION 7, T 28N, R 21W IN WOODBURY
 PP0734'TOWNSHIP, 1.6 MILES SOUTH OF FAI 94, 0.8 MILES EAST OF THE EAST COUNTY
 PP0734'LINE (CENTURY AVENUE), IN THE SOUTHEAST CORNER OF BRIDGE NO. 9833,
 PP0734'LOWER AFTON ROAD (T.H. 100) OVER FAI 694.  SE 1/4 SECTION 7, T 28N, R
 PP0734'21W.
 PP0734
 PP0734                          STATION RECOVERY (1996)
 PP0734
 PP0734'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 PP0734'THE MARK IS LOCATED AT WOODBURY, 1.6 MI (2.6 KM) SOUTH OF JCT OF FAI
 PP0734'94-FAI 694 AND FAI 494, IN SE COR OF LOWER AFTON RD BRDG 9883 OVER FAI
 PP0734'494, 18.8 FT (5.7 M) SSE OF EB VALLEY CREEK RD, 4.7 FT (1.4 M) NNW OF
 PP0734'A LIGHT STANDARD, AT FAI 494 MP 59.8.
 PP0734
 PP0734                          STATION RECOVERY (2001)
 PP0734
 PP0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0734'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0729 ***********************************************************************
 PP0729  DESIGNATION -  8285 C
 PP0729  PID         -  PP0729
 PP0729  STATE/COUNTY-  MN/RAMSEY
 PP0729  USGS QUAD   -  LAKE ELMO (1993)
 PP0729
 PP0729                         *CURRENT SURVEY CONTROL
 PP0729  ___________________________________________________________________
 PP0729* NAD 83(1986)-  44 54 04.     (N)    092 59 39.     (W)     SCALED    
 PP0729* NAVD 88     -       279.372  (meters)     916.57   (feet)  ADJUSTED  
 PP0729  ___________________________________________________________________
 PP0729  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 PP0729  DYNAMIC HT  -         279.364 (meters)     916.55  (feet)  COMP
 PP0729  MODELED GRAV-     980,580.6   (mgal)                       NAVD 88
 PP0729
 PP0729  VERT ORDER  -  SECOND    CLASS 0
 PP0729
 PP0729.The horizontal coordinates were scaled from a topographic map and have
 PP0729.an estimated accuracy of +/- 6 seconds.
 PP0729
 PP0729.The orthometric height was determined by differential leveling
 PP0729.and adjusted by the National Geodetic Survey in June 1991..
 PP0729
 PP0729.Photographs are available for this station.
 PP0729
 PP0729.The geoid height was determined by GEOID03.
 PP0729
 PP0729.The dynamic height is computed by dividing the NAVD 88
 PP0729.geopotential number by the normal gravity value computed on the
 PP0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0729.degrees latitude (g = 980.6199 gals.).
 PP0729
 PP0729.The modeled gravity was interpolated from observed gravity values.
 PP0729
 PP0729;                    North         East    Units  Estimated Accuracy
 PP0729;SPC MN S     -   311,730.      879,440.      MT  (+/- 180 meters Scaled)
 PP0729
 PP0729                          SUPERSEDED SURVEY CONTROL
 PP0729
 PP0729  NGVD 29 (??/??/92)  279.321  (m)          916.41   (f) ADJ UNCH    2 0
 PP0729
 PP0729.Superseded values are not recommended for survey control.
 PP0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0729.See file dsdata.txt to determine how the superseded data were derived.
 PP0729
 PP0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK004719(NAD 83)
 PP0729_MARKER: DB = BENCH MARK DISK
 PP0729_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0729_SP_SET: BRIDGE
 PP0729_STAMPING: 8285 C 1969
 PP0729_MARK LOGO: MNDT  
 PP0729_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0729
 PP0729  HISTORY     - Date     Condition        Report By
 PP0729  HISTORY     - 1969     MONUMENTED       MNDT
 PP0729  HISTORY     - 1970     GOOD             MNDT
 PP0729  HISTORY     - 1984     GOOD             USPSQD
 PP0729  HISTORY     - 19960708 GOOD             MNDT
 PP0729  HISTORY     - 20010331 GOOD             NGS
 PP0729
 PP0729                          STATION DESCRIPTION
 PP0729
 PP0729'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0729'1.5 MI N FROM NEWPORT.
 PP0729'MARK IS LOCATED IN THE NE 1/4, SECTION 24, T 28N, R 22W, IN MAPLEWOOD
 PP0729'TOWNSHIP, 0.4 MILES WEST OF THE RAMSEY/WASHINGTON COUNTY LINE, 0.8
 PP0729'MILES NORTH OF THE RAMSEY/WASHINGTON COUNTY LINE IN THE SOUTHEAST
 PP0729'CORNER OF BRIDGE NO. 9882, FAI 694 NORTH BOUND OVER CARVER AVENUE
 PP0729'(COUNTY ROAD 43).  NE 1/4 SECTION 24, T 28N, R 22W.
 PP0729
 PP0729                          STATION RECOVERY (1984)
 PP0729
 PP0729'RECOVERY NOTE BY US POWER SQUADRON 1984
 PP0729'RECOVERED IN GOOD CONDITION.
 PP0729
 PP0729                          STATION RECOVERY (1996)
 PP0729
 PP0729'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 PP0729'AT MAPLEWOOD, 0.7 MI (1.1 KM) SW OF WASHINGTON-RAMSEY CO LINE, IN SE
 PP0729'COR OF FAI 494 NB BRDG 9882 OVER CARVER AVE (CO RD 34).
 PP0729
 PP0729                          STATION RECOVERY (2001)
 PP0729
 PP0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0729'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2785 ***********************************************************************
 AI2785  DESIGNATION -  8285 D
 AI2785  PID         -  AI2785
 AI2785  STATE/COUNTY-  MN/WASHINGTON
 AI2785  USGS QUAD   -  ST PAUL EAST (1993)
 AI2785
 AI2785                         *CURRENT SURVEY CONTROL
 AI2785  ___________________________________________________________________
 AI2785* NAD 83(1986)-  44 53 18.     (N)    093 00 03.     (W)     SCALED    
 AI2785* NAVD 88     -       251.960  (meters)     826.64   (feet)  ADJUSTED  
 AI2785  ___________________________________________________________________
 AI2785  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AI2785  DYNAMIC HT  -         251.953 (meters)     826.62  (feet)  COMP
 AI2785  MODELED GRAV-     980,581.9   (mgal)                       NAVD 88
 AI2785
 AI2785  VERT ORDER  -  SECOND    CLASS I
 AI2785
 AI2785.The horizontal coordinates were scaled from a topographic map and have
 AI2785.an estimated accuracy of +/- 6 seconds.
 AI2785
 AI2785.The orthometric height was determined by differential leveling
 AI2785.and adjusted by the National Geodetic Survey in June 2000..
 AI2785
 AI2785.The geoid height was determined by GEOID03.
 AI2785
 AI2785.The dynamic height is computed by dividing the NAVD 88
 AI2785.geopotential number by the normal gravity value computed on the
 AI2785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2785.degrees latitude (g = 980.6199 gals.).
 AI2785
 AI2785.The modeled gravity was interpolated from observed gravity values.
 AI2785
 AI2785;                    North         East    Units  Estimated Accuracy
 AI2785;SPC MN S     -   310,300.      878,930.      MT  (+/- 180 meters Scaled)
 AI2785
 AI2785                          SUPERSEDED SURVEY CONTROL
 AI2785
 AI2785.No superseded survey control is available for this station.
 AI2785
 AI2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK999705(NAD 83)
 AI2785_MARKER: DB = BENCH MARK DISK
 AI2785_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI2785_SP_SET: BRIDGE ABUTMENT
 AI2785_STAMPING: 8285 D 1969
 AI2785_MARK LOGO: MNDT  
 AI2785_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI2785+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1996
 AI2785
 AI2785  HISTORY     - Date     Condition        Report By
 AI2785  HISTORY     - 1965     MONUMENTED       MNDT
 AI2785  HISTORY     - 19960709 GOOD             MNDT
 AI2785
 AI2785                          STATION DESCRIPTION
 AI2785
 AI2785'DESCRIBED BY MN DEPT OF TRANSP 1996
 AI2785'THE MARK IS LOCATED 0.2 MI (0.3 KM) SOUTH OF CO LINE AND NEWPORT CITY
 AI2785'LIMITS, 0.2 MI (0.3 KM) NE OF TH 61, IN NE COR OF CO RD 20 (BURO
 AI2785'DRIVE) BRDG 9344 OVER FAI 494, AT FAI 494 MP 62.95.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0728 ***********************************************************************
 PP0728  DESIGNATION -  8285 H
 PP0728  PID         -  PP0728
 PP0728  STATE/COUNTY-  MN/WASHINGTON
 PP0728  USGS QUAD   -  ST PAUL EAST (1993)
 PP0728
 PP0728                         *CURRENT SURVEY CONTROL
 PP0728  ___________________________________________________________________
 PP0728* NAD 83(1986)-  44 53 00.     (N)    093 00 45.     (W)     SCALED    
 PP0728* NAVD 88     -       229.052  (meters)     751.48   (feet)  ADJUSTED  
 PP0728  ___________________________________________________________________
 PP0728  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 PP0728  DYNAMIC HT  -         229.046 (meters)     751.46  (feet)  COMP
 PP0728  MODELED GRAV-     980,584.5   (mgal)                       NAVD 88
 PP0728
 PP0728  VERT ORDER  -  SECOND    CLASS 0
 PP0728
 PP0728.The horizontal coordinates were scaled from a topographic map and have
 PP0728.an estimated accuracy of +/- 6 seconds.
 PP0728
 PP0728.The orthometric height was determined by differential leveling
 PP0728.and adjusted by the National Geodetic Survey in June 1991..
 PP0728
 PP0728.The geoid height was determined by GEOID03.
 PP0728
 PP0728.The dynamic height is computed by dividing the NAVD 88
 PP0728.geopotential number by the normal gravity value computed on the
 PP0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0728.degrees latitude (g = 980.6199 gals.).
 PP0728
 PP0728.The modeled gravity was interpolated from observed gravity values.
 PP0728
 PP0728;                    North         East    Units  Estimated Accuracy
 PP0728;SPC MN S     -   309,730.      878,010.      MT  (+/- 180 meters Scaled)
 PP0728
 PP0728                          SUPERSEDED SURVEY CONTROL
 PP0728
 PP0728  NGVD 29 (??/??/92)  229.002  (m)          751.32   (f) ADJ UNCH    2 0
 PP0728
 PP0728.Superseded values are not recommended for survey control.
 PP0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0728.See file dsdata.txt to determine how the superseded data were derived.
 PP0728
 PP0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK990699(NAD 83)
 PP0728_MARKER: DD = SURVEY DISK
 PP0728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0728_SP_SET: BRIDGE
 PP0728_STAMPING: 8285-H 1969
 PP0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0728
 PP0728  HISTORY     - Date     Condition        Report By
 PP0728  HISTORY     - 1969     MONUMENTED       MNDT
 PP0728  HISTORY     - 1970     GOOD             MNDT
 PP0728
 PP0728                          STATION DESCRIPTION
 PP0728
 PP0728'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0728'0.5 MI NW FROM NEWPORT.
 PP0728'MARK IS LOCATED NEAR THE CENTER AT THE EAST BANK OF THE MISSISSIPPI
 PP0728'RIVER IN THE SOUTHEAST CORNER OF BRIDGE NO. 9343 (DAKOTA BRIDGE) FAI
 PP0728'694 OVER THE MISSISSIPPI RIVER.  SECTION 26, T 28N, R 22W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2775 ***********************************************************************
 AI2775  DESIGNATION -  8285 J
 AI2775  PID         -  AI2775
 AI2775  STATE/COUNTY-  MN/WASHINGTON
 AI2775  USGS QUAD   -  LAKE ELMO (1993)
 AI2775
 AI2775                         *CURRENT SURVEY CONTROL
 AI2775  ___________________________________________________________________
 AI2775* NAD 83(1986)-  44 56 26.     (N)    092 57 32.     (W)     SCALED    
 AI2775* NAVD 88     -       301.170  (meters)     988.09   (feet)  ADJUSTED  
 AI2775  ___________________________________________________________________
 AI2775  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AI2775  DYNAMIC HT  -         301.160 (meters)     988.06  (feet)  COMP
 AI2775  MODELED GRAV-     980,575.9   (mgal)                       NAVD 88
 AI2775
 AI2775  VERT ORDER  -  SECOND    CLASS I
 AI2775
 AI2775.The horizontal coordinates were scaled from a topographic map and have
 AI2775.an estimated accuracy of +/- 6 seconds.
 AI2775
 AI2775.The orthometric height was determined by differential leveling
 AI2775.and adjusted by the National Geodetic Survey in June 2000..
 AI2775
 AI2775.The geoid height was determined by GEOID03.
 AI2775
 AI2775.The dynamic height is computed by dividing the NAVD 88
 AI2775.geopotential number by the normal gravity value computed on the
 AI2775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2775.degrees latitude (g = 980.6199 gals.).
 AI2775
 AI2775.The modeled gravity was interpolated from observed gravity values.
 AI2775
 AI2775;                    North         East    Units  Estimated Accuracy
 AI2775;SPC MN S     -   316,140.      882,170.      MT  (+/- 180 meters Scaled)
 AI2775
 AI2775                          SUPERSEDED SURVEY CONTROL
 AI2775
 AI2775.No superseded survey control is available for this station.
 AI2775
 AI2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK032763(NAD 83)
 AI2775_MARKER: DD = SURVEY DISK
 AI2775_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2775_STAMPING: 8285 J 1996
 AI2775_MARK LOGO: MNDT  
 AI2775_PROJECTION: FLUSH
 AI2775_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2775+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI2775_ROD/PIPE-DEPTH: 10.1 meters
 AI2775
 AI2775  HISTORY     - Date     Condition        Report By
 AI2775  HISTORY     - 1996     MONUMENTED       MNDT
 AI2775
 AI2775                          STATION DESCRIPTION
 AI2775
 AI2775'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AI2775'THE MARK IS LOCATED IN WOODBURY, 1.15 MI (1.85 KM) NORTH ON FAI 494
 AI2775'FROM JCT OF VALLEY CREEK RD AND FAI 494, AT FAI 494 MP 58.72, 93 FT
 AI2775'(28.3 M) EAST OF NB FAI 494, 6.5 FT (2.0 M) WEST OF CHAIN LINK FENCE,
 AI2775'3 FT (0.9 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2776 ***********************************************************************
 AI2776  DESIGNATION -  8285 K
 AI2776  PID         -  AI2776
 AI2776  STATE/COUNTY-  MN/WASHINGTON
 AI2776  USGS QUAD   -  LAKE ELMO (1993)
 AI2776
 AI2776                         *CURRENT SURVEY CONTROL
 AI2776  ___________________________________________________________________
 AI2776* NAD 83(1986)-  44 55 56.     (N)    092 57 42.     (W)     SCALED    
 AI2776* NAVD 88     -       309.690  (meters)    1016.04   (feet)  ADJUSTED  
 AI2776  ___________________________________________________________________
 AI2776  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AI2776  DYNAMIC HT  -         309.680 (meters)    1016.01  (feet)  COMP
 AI2776  MODELED GRAV-     980,575.3   (mgal)                       NAVD 88
 AI2776
 AI2776  VERT ORDER  -  SECOND    CLASS I
 AI2776
 AI2776.The horizontal coordinates were scaled from a topographic map and have
 AI2776.an estimated accuracy of +/- 6 seconds.
 AI2776
 AI2776.The orthometric height was determined by differential leveling
 AI2776.and adjusted by the National Geodetic Survey in June 2000..
 AI2776
 AI2776.The geoid height was determined by GEOID03.
 AI2776
 AI2776.The dynamic height is computed by dividing the NAVD 88
 AI2776.geopotential number by the normal gravity value computed on the
 AI2776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2776.degrees latitude (g = 980.6199 gals.).
 AI2776
 AI2776.The modeled gravity was interpolated from observed gravity values.
 AI2776
 AI2776;                    North         East    Units  Estimated Accuracy
 AI2776;SPC MN S     -   315,220.      881,960.      MT  (+/- 180 meters Scaled)
 AI2776
 AI2776                          SUPERSEDED SURVEY CONTROL
 AI2776
 AI2776.No superseded survey control is available for this station.
 AI2776
 AI2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK030754(NAD 83)
 AI2776_MARKER: DD = SURVEY DISK
 AI2776_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2776_STAMPING: 8285 K 1996
 AI2776_MARK LOGO: MNDT  
 AI2776_PROJECTION: FLUSH
 AI2776_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2776+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI2776_ROD/PIPE-DEPTH:  9.1 meters
 AI2776
 AI2776  HISTORY     - Date     Condition        Report By
 AI2776  HISTORY     - 1996     MONUMENTED       MNDT
 AI2776
 AI2776                          STATION DESCRIPTION
 AI2776
 AI2776'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AI2776'THE MARK IS LOCATED IN WOODBURY, 0.56 MI (0.90 KM) NORTH ON FAI 494
 AI2776'FROM JCT OF VALLEY CREEK RD AND FAI 494, AT FAI 494 MP 59.32, 91 FT
 AI2776'(27.7 M) EAST OF NB FAI 494, 9.0 FT (2.7 M) WEST OF CHAIN LINK FENCE,
 AI2776'3.0 FT (0.9 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2777 ***********************************************************************
 AI2777  DESIGNATION -  8285 L
 AI2777  PID         -  AI2777
 AI2777  STATE/COUNTY-  MN/WASHINGTON
 AI2777  USGS QUAD   -  LAKE ELMO (1993)
 AI2777
 AI2777                         *CURRENT SURVEY CONTROL
 AI2777  ___________________________________________________________________
 AI2777* NAD 83(1986)-  44 55 33.     (N)    092 58 08.     (W)     SCALED    
 AI2777* NAVD 88     -       332.292  (meters)    1090.19   (feet)  ADJUSTED  
 AI2777  ___________________________________________________________________
 AI2777  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AI2777  DYNAMIC HT  -         332.282 (meters)    1090.16  (feet)  COMP
 AI2777  MODELED GRAV-     980,576.1   (mgal)                       NAVD 88
 AI2777
 AI2777  VERT ORDER  -  SECOND    CLASS I
 AI2777
 AI2777.The horizontal coordinates were scaled from a topographic map and have
 AI2777.an estimated accuracy of +/- 6 seconds.
 AI2777
 AI2777.The orthometric height was determined by differential leveling
 AI2777.and adjusted by the National Geodetic Survey in June 2000..
 AI2777
 AI2777.The geoid height was determined by GEOID03.
 AI2777
 AI2777.The dynamic height is computed by dividing the NAVD 88
 AI2777.geopotential number by the normal gravity value computed on the
 AI2777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2777.degrees latitude (g = 980.6199 gals.).
 AI2777
 AI2777.The modeled gravity was interpolated from observed gravity values.
 AI2777
 AI2777;                    North         East    Units  Estimated Accuracy
 AI2777;SPC MN S     -   314,500.      881,400.      MT  (+/- 180 meters Scaled)
 AI2777
 AI2777                          SUPERSEDED SURVEY CONTROL
 AI2777
 AI2777.No superseded survey control is available for this station.
 AI2777
 AI2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK024747(NAD 83)
 AI2777_MARKER: DB = BENCH MARK DISK
 AI2777_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI2777_SP_SET: BRIDGE ABUTMENT
 AI2777_STAMPING: 8285 L 1996
 AI2777_MARK LOGO: MNDT  
 AI2777_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI2777+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI2777
 AI2777  HISTORY     - Date     Condition        Report By
 AI2777  HISTORY     - 1996     MONUMENTED       MNDT
 AI2777
 AI2777                          STATION DESCRIPTION
 AI2777
 AI2777'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AI2777'THE MARK IS LOCATED IN WOODBURY, IN ABUT AT NW COR OF WB VALLEY CREEK
 AI2777'BRDG NO 82017 OVER FAI 494, AT FAI 494 MP 59.8, 81.5 FT (24.8 M) WEST
 AI2777'OF SB FAI 494, 16.  9 FT (2.7 M) NORTH OF WB VALLEY CREEK RD, 1.9 FT
 AI2777'(0.6 M) NORTH OF CONC BARRIER, 1 FT (0.3 M) WEST OF EXPANSION JOINT,
 AI2777'NO WIT POST SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2778 ***********************************************************************
 AI2778  DESIGNATION -  8285 M
 AI2778  PID         -  AI2778
 AI2778  STATE/COUNTY-  MN/WASHINGTON
 AI2778  USGS QUAD   -  LAKE ELMO (1993)
 AI2778
 AI2778                         *CURRENT SURVEY CONTROL
 AI2778  ___________________________________________________________________
 AI2778* NAD 83(1986)-  44 55 13.     (N)    092 58 26.     (W)     SCALED    
 AI2778* NAVD 88     -       313.600  (meters)    1028.87   (feet)  ADJUSTED  
 AI2778  ___________________________________________________________________
 AI2778  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AI2778  DYNAMIC HT  -         313.591 (meters)    1028.84  (feet)  COMP
 AI2778  MODELED GRAV-     980,576.7   (mgal)                       NAVD 88
 AI2778
 AI2778  VERT ORDER  -  SECOND    CLASS I
 AI2778
 AI2778.The horizontal coordinates were scaled from a topographic map and have
 AI2778.an estimated accuracy of +/- 6 seconds.
 AI2778
 AI2778.The orthometric height was determined by differential leveling
 AI2778.and adjusted by the National Geodetic Survey in June 2000..
 AI2778
 AI2778.The geoid height was determined by GEOID03.
 AI2778
 AI2778.The dynamic height is computed by dividing the NAVD 88
 AI2778.geopotential number by the normal gravity value computed on the
 AI2778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2778.degrees latitude (g = 980.6199 gals.).
 AI2778
 AI2778.The modeled gravity was interpolated from observed gravity values.
 AI2778
 AI2778;                    North         East    Units  Estimated Accuracy
 AI2778;SPC MN S     -   313,880.      881,010.      MT  (+/- 180 meters Scaled)
 AI2778
 AI2778                          SUPERSEDED SURVEY CONTROL
 AI2778
 AI2778.No superseded survey control is available for this station.
 AI2778
 AI2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK020740(NAD 83)
 AI2778_MARKER: DB = BENCH MARK DISK
 AI2778_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2778_STAMPING: 8285 M 1996
 AI2778_MARK LOGO: MNDT  
 AI2778_PROJECTION: RECESSED 3 CENTIMETERS
 AI2778_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI2778+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI2778_ROD/PIPE-DEPTH: 10.7 meters
 AI2778
 AI2778  HISTORY     - Date     Condition        Report By
 AI2778  HISTORY     - 1996     MONUMENTED       MNDT
 AI2778
 AI2778                          STATION DESCRIPTION
 AI2778
 AI2778'DESCRIBED BY MN DEPT OF TRANSP 1996
 AI2778'THE MARK IS LOCATED IN WOODBURY, 0.4 MI (0.6 KM) NORTH ALONG FAI 494
 AI2778'FROM JCT OF LAKE RD AND FAI 49 4, AT FAI 494 MP 60.32, OPPOSITE WEST
 AI2778'COR OF RED BRICK BLDG, 77.5 FT (23.6 M) EAST OF NB FAI 494, 21.5 FT
 AI2778'(6.6 M) WEST OF CHAIN LINK FENCE, 3.0 FT (0.9 M) WEST OF WIT POST, STA
 AI2778'RECESSED 0.1 FT (3.0 CM) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2779 ***********************************************************************
 AI2779  DESIGNATION -  8285 P
 AI2779  PID         -  AI2779
 AI2779  STATE/COUNTY-  MN/WASHINGTON
 AI2779  USGS QUAD   -  LAKE ELMO (1993)
 AI2779
 AI2779                         *CURRENT SURVEY CONTROL
 AI2779  ___________________________________________________________________
 AI2779* NAD 83(1986)-  44 54 58.     (N)    092 58 47.     (W)     SCALED    
 AI2779* NAVD 88     -       307.408  (meters)    1008.55   (feet)  ADJUSTED  
 AI2779  ___________________________________________________________________
 AI2779  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AI2779  DYNAMIC HT  -         307.399 (meters)    1008.52  (feet)  COMP
 AI2779  MODELED GRAV-     980,577.8   (mgal)                       NAVD 88
 AI2779
 AI2779  VERT ORDER  -  SECOND    CLASS I
 AI2779
 AI2779.The horizontal coordinates were scaled from a topographic map and have
 AI2779.an estimated accuracy of +/- 6 seconds.
 AI2779
 AI2779.The orthometric height was determined by differential leveling
 AI2779.and adjusted by the National Geodetic Survey in June 2000..
 AI2779
 AI2779.The geoid height was determined by GEOID03.
 AI2779
 AI2779.The dynamic height is computed by dividing the NAVD 88
 AI2779.geopotential number by the normal gravity value computed on the
 AI2779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2779.degrees latitude (g = 980.6199 gals.).
 AI2779
 AI2779.The modeled gravity was interpolated from observed gravity values.
 AI2779
 AI2779;                    North         East    Units  Estimated Accuracy
 AI2779;SPC MN S     -   313,410.      880,560.      MT  (+/- 180 meters Scaled)
 AI2779
 AI2779                          SUPERSEDED SURVEY CONTROL
 AI2779
 AI2779.No superseded survey control is available for this station.
 AI2779
 AI2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK016736(NAD 83)
 AI2779_MARKER: DD = SURVEY DISK
 AI2779_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2779_SP_SET: BRIDGE RAILING
 AI2779_STAMPING: 8285 P 1996
 AI2779_MARK LOGO: MNDT  
 AI2779_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2779+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI2779
 AI2779  HISTORY     - Date     Condition        Report By
 AI2779  HISTORY     - 1996     MONUMENTED       MNDT
 AI2779
 AI2779                          STATION DESCRIPTION
 AI2779
 AI2779'DESCRIBED BY MN DEPT OF TRANSP 1996
 AI2779'THE MARK IS LOCATED IN WOODBURY, IN TOP OF RAILING AT SW COR OF EB
 AI2779'LAKE RD BRDG NO 82511 OVER FAI 494, AT FAI 494 MP 60.7, 17.2 FT (5.2
 AI2779'M) SOUTH OF EB LAKE RD, 4.6 FT (1.4 M) FROM WEST END OF BRDG RAILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2781 ***********************************************************************
 AI2781  DESIGNATION -  8285 Q
 AI2781  PID         -  AI2781
 AI2781  STATE/COUNTY-  MN/RAMSEY
 AI2781  USGS QUAD   -  LAKE ELMO (1993)
 AI2781
 AI2781                         *CURRENT SURVEY CONTROL
 AI2781  ___________________________________________________________________
 AI2781* NAD 83(1986)-  44 54 41.     (N)    092 59 04.     (W)     SCALED    
 AI2781* NAVD 88     -       292.809  (meters)     960.66   (feet)  ADJUSTED  
 AI2781  ___________________________________________________________________
 AI2781  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AI2781  DYNAMIC HT  -         292.800 (meters)     960.63  (feet)  COMP
 AI2781  MODELED GRAV-     980,578.7   (mgal)                       NAVD 88
 AI2781
 AI2781  VERT ORDER  -  SECOND    CLASS I
 AI2781
 AI2781.The horizontal coordinates were scaled from a topographic map and have
 AI2781.an estimated accuracy of +/- 6 seconds.
 AI2781
 AI2781.The orthometric height was determined by differential leveling
 AI2781.and adjusted by the National Geodetic Survey in June 2000..
 AI2781
 AI2781.Photographs are available for this station.
 AI2781
 AI2781.The geoid height was determined by GEOID03.
 AI2781
 AI2781.The dynamic height is computed by dividing the NAVD 88
 AI2781.geopotential number by the normal gravity value computed on the
 AI2781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2781.degrees latitude (g = 980.6199 gals.).
 AI2781
 AI2781.The modeled gravity was interpolated from observed gravity values.
 AI2781
 AI2781;                    North         East    Units  Estimated Accuracy
 AI2781;SPC MN S     -   312,880.      880,190.      MT  (+/- 180 meters Scaled)
 AI2781
 AI2781                          SUPERSEDED SURVEY CONTROL
 AI2781
 AI2781.No superseded survey control is available for this station.
 AI2781
 AI2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK012731(NAD 83)
 AI2781_MARKER: DD = SURVEY DISK
 AI2781_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2781_SP_SET: BRIDGE RAILING
 AI2781_STAMPING: 8285 Q 1996
 AI2781_MARK LOGO: MNDT  
 AI2781_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI2781+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI2781
 AI2781  HISTORY     - Date     Condition        Report By
 AI2781  HISTORY     - 1996     MONUMENTED       MNDT
 AI2781
 AI2781                          STATION DESCRIPTION
 AI2781
 AI2781'DESCRIBED BY MN DEPT OF TRANSP 1996
 AI2781'THE MARK IS LOCATED IN MAPLEWOOD, IN TOP OF RAILING AT SE COR OF SB
 AI2781'FAI 494 BRDG NO 9775 OVER CENTURY AVE, 18 FT (5.5 M) EAST OF SB FAI
 AI2781'494, AT FAI 494 MP 61.15, 1.8 FT (0.5 M) NORTH OF SOUTH END OF BRDG
 AI2781'RAILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2786 ***********************************************************************
 AI2786  DESIGNATION -  8285 T
 AI2786  PID         -  AI2786
 AI2786  STATE/COUNTY-  MN/WASHINGTON
 AI2786  USGS QUAD   -  ST PAUL EAST (1993)
 AI2786
 AI2786                         *CURRENT SURVEY CONTROL
 AI2786  ___________________________________________________________________
 AI2786* NAD 83(1986)-  44 52 59.     (N)    093 00 46.     (W)     SCALED    
 AI2786* NAVD 88     -       229.745  (meters)     753.76   (feet)  ADJUSTED  
 AI2786  ___________________________________________________________________
 AI2786  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AI2786  DYNAMIC HT  -         229.739 (meters)     753.74  (feet)  COMP
 AI2786  MODELED GRAV-     980,584.5   (mgal)                       NAVD 88
 AI2786
 AI2786  VERT ORDER  -  SECOND    CLASS I
 AI2786
 AI2786.The horizontal coordinates were scaled from a topographic map and have
 AI2786.an estimated accuracy of +/- 6 seconds.
 AI2786
 AI2786.The orthometric height was determined by differential leveling
 AI2786.and adjusted by the National Geodetic Survey in June 2000..
 AI2786.No vertical observational check was made to the station.
 AI2786
 AI2786.The geoid height was determined by GEOID03.
 AI2786
 AI2786.The dynamic height is computed by dividing the NAVD 88
 AI2786.geopotential number by the normal gravity value computed on the
 AI2786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2786.degrees latitude (g = 980.6199 gals.).
 AI2786
 AI2786.The modeled gravity was interpolated from observed gravity values.
 AI2786
 AI2786;                    North         East    Units  Estimated Accuracy
 AI2786;SPC MN S     -   309,700.      877,990.      MT  (+/- 180 meters Scaled)
 AI2786
 AI2786                          SUPERSEDED SURVEY CONTROL
 AI2786
 AI2786.No superseded survey control is available for this station.
 AI2786
 AI2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK989699(NAD 83)
 AI2786_MARKER: DD = SURVEY DISK
 AI2786_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI2786_SP_SET: BRIDGE RAILING
 AI2786_STAMPING: 8285 T 1996
 AI2786_MARK LOGO: MNDT  
 AI2786_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI2786+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AI2786
 AI2786  HISTORY     - Date     Condition        Report By
 AI2786  HISTORY     - 1996     MONUMENTED       MNDT
 AI2786
 AI2786                          STATION DESCRIPTION
 AI2786
 AI2786'DESCRIBED BY MN DEPT OF TRANSP 1996
 AI2786'THE MARK IS LOCATED IN NEWPORT, IN TOP OF RAILING AT SE COR OF EB FAI
 AI2786'494 BRDG NO 5993 OVER MISSISSIPPI RIVER, 16 FT (4.9 M) SOUTH OF EB FAI
 AI2786'494, 15.8 FT (4.8 M) WEST OF EAST END OF SOUTH BRDG RAILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0140 ***********************************************************************
 QO0140  DESIGNATION -  8286 A
 QO0140  PID         -  QO0140
 QO0140  STATE/COUNTY-  MN/WASHINGTON
 QO0140  USGS QUAD   -  WHITE BEAR LAKE EAST (1993)
 QO0140
 QO0140                         *CURRENT SURVEY CONTROL
 QO0140  ___________________________________________________________________
 QO0140* NAD 83(1986)-  45 01 47.     (N)    092 57 41.     (W)     SCALED    
 QO0140* NAVD 88     -       299.018  (meters)     981.03   (feet)  ADJUSTED  
 QO0140  ___________________________________________________________________
 QO0140  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 QO0140  DYNAMIC HT  -         299.009 (meters)     981.00  (feet)  COMP
 QO0140  MODELED GRAV-     980,579.8   (mgal)                       NAVD 88
 QO0140
 QO0140  VERT ORDER  -  SECOND    CLASS 0
 QO0140
 QO0140.The horizontal coordinates were scaled from a topographic map and have
 QO0140.an estimated accuracy of +/- 6 seconds.
 QO0140
 QO0140.The orthometric height was determined by differential leveling
 QO0140.and adjusted by the National Geodetic Survey in June 1991..
 QO0140
 QO0140.The geoid height was determined by GEOID03.
 QO0140
 QO0140.The dynamic height is computed by dividing the NAVD 88
 QO0140.geopotential number by the normal gravity value computed on the
 QO0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0140.degrees latitude (g = 980.6199 gals.).
 QO0140
 QO0140.The modeled gravity was interpolated from observed gravity values.
 QO0140
 QO0140;                    North         East    Units  Estimated Accuracy
 QO0140;SPC MN S     -   326,050.      881,840.      MT  (+/- 180 meters Scaled)
 QO0140
 QO0140                          SUPERSEDED SURVEY CONTROL
 QO0140
 QO0140  NGVD 29 (??/??/92)  298.958  (m)          980.83   (f) ADJ UNCH    2 0
 QO0140
 QO0140.Superseded values are not recommended for survey control.
 QO0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0140.See file dsdata.txt to determine how the superseded data were derived.
 QO0140
 QO0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK030862(NAD 83)
 QO0140_MARKER: DD = SURVEY DISK
 QO0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0140_SP_SET: BRIDGE
 QO0140_STAMPING: 8286-A 1969
 QO0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0140
 QO0140  HISTORY     - Date     Condition        Report By
 QO0140  HISTORY     - 1969     MONUMENTED       MNDT
 QO0140  HISTORY     - 1971     GOOD             MNDT
 QO0140
 QO0140                          STATION DESCRIPTION
 QO0140
 QO0140'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0140'IN PINE SPRINGS.
 QO0140'AT PINE SPRINGS IN THE SOUTHEAST CORNER OF BRIDGE NO. 82814,
 QO0140'NORTHBOUND FAI 694 (MILE MARKER 16.9) OVER T.H. 36 (MILE MARKER 11.8).
 QO0140'NW 1/4, SEC 5, T 29N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0139 ***********************************************************************
 QO0139  DESIGNATION -  8286 B
 QO0139  PID         -  QO0139
 QO0139  STATE/COUNTY-  MN/WASHINGTON
 QO0139  USGS QUAD   -  WHITE BEAR LAKE EAST (1993)
 QO0139
 QO0139                         *CURRENT SURVEY CONTROL
 QO0139  ___________________________________________________________________
 QO0139* NAD 83(1986)-  45 01 36.     (N)    092 57 32.     (W)     SCALED    
 QO0139* NAVD 88     -       303.535  (meters)     995.85   (feet)  ADJUSTED  
 QO0139  ___________________________________________________________________
 QO0139  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 QO0139  DYNAMIC HT  -         303.526 (meters)     995.82  (feet)  COMP
 QO0139  MODELED GRAV-     980,579.4   (mgal)                       NAVD 88
 QO0139
 QO0139  VERT ORDER  -  SECOND    CLASS 0
 QO0139
 QO0139.The horizontal coordinates were scaled from a topographic map and have
 QO0139.an estimated accuracy of +/- 6 seconds.
 QO0139
 QO0139.The orthometric height was determined by differential leveling
 QO0139.and adjusted by the National Geodetic Survey in June 1991..
 QO0139
 QO0139.The geoid height was determined by GEOID03.
 QO0139
 QO0139.The dynamic height is computed by dividing the NAVD 88
 QO0139.geopotential number by the normal gravity value computed on the
 QO0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0139.degrees latitude (g = 980.6199 gals.).
 QO0139
 QO0139.The modeled gravity was interpolated from observed gravity values.
 QO0139
 QO0139;                    North         East    Units  Estimated Accuracy
 QO0139;SPC MN S     -   325,710.      882,050.      MT  (+/- 180 meters Scaled)
 QO0139
 QO0139                          SUPERSEDED SURVEY CONTROL
 QO0139
 QO0139  NGVD 29 (??/??/92)  303.474  (m)          995.65   (f) ADJ UNCH    2 0
 QO0139
 QO0139.Superseded values are not recommended for survey control.
 QO0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0139.See file dsdata.txt to determine how the superseded data were derived.
 QO0139
 QO0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK032859(NAD 83)
 QO0139_MARKER: DD = SURVEY DISK
 QO0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0139_SP_SET: BRIDGE
 QO0139_STAMPING: 8286-B 1969
 QO0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0139
 QO0139  HISTORY     - Date     Condition        Report By
 QO0139  HISTORY     - 1969     MONUMENTED       MNDT
 QO0139  HISTORY     - 1971     GOOD             MNDT
 QO0139
 QO0139                          STATION DESCRIPTION
 QO0139
 QO0139'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0139'IN PINE SPRINGS.
 QO0139'0.4 MILES SOUTH ALONG FAI 694 FROM THE JUNCTION OF FAI 694 AND T.H. 36
 QO0139'IN PINE SPRINGS, IN THE SOUTHEAST CORNER OF BRIDGE NO. 82812,
 QO0139'NORTHBOUND FAI 694 (MILE MARKER 17.2) OVER THE SOO LINE RAILROAD.  SW
 QO0139'1/4, SEC 5, T 29N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0138 ***********************************************************************
 QO0138  DESIGNATION -  8286 C
 QO0138  PID         -  QO0138
 QO0138  STATE/COUNTY-  MN/WASHINGTON
 QO0138  USGS QUAD   -  WHITE BEAR LAKE EAST (1993)
 QO0138
 QO0138                         *CURRENT SURVEY CONTROL
 QO0138  ___________________________________________________________________
 QO0138* NAD 83(1986)-  45 01 16.     (N)    092 57 32.     (W)     SCALED    
 QO0138* NAVD 88     -       303.552  (meters)     995.90   (feet)  ADJUSTED  
 QO0138  ___________________________________________________________________
 QO0138  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 QO0138  DYNAMIC HT  -         303.543 (meters)     995.87  (feet)  COMP
 QO0138  MODELED GRAV-     980,579.1   (mgal)                       NAVD 88
 QO0138
 QO0138  VERT ORDER  -  SECOND    CLASS 0
 QO0138
 QO0138.The horizontal coordinates were scaled from a topographic map and have
 QO0138.an estimated accuracy of +/- 6 seconds.
 QO0138
 QO0138.The orthometric height was determined by differential leveling
 QO0138.and adjusted by the National Geodetic Survey in June 1991..
 QO0138
 QO0138.The geoid height was determined by GEOID03.
 QO0138
 QO0138.The dynamic height is computed by dividing the NAVD 88
 QO0138.geopotential number by the normal gravity value computed on the
 QO0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0138.degrees latitude (g = 980.6199 gals.).
 QO0138
 QO0138.The modeled gravity was interpolated from observed gravity values.
 QO0138
 QO0138;                    North         East    Units  Estimated Accuracy
 QO0138;SPC MN S     -   325,100.      882,050.      MT  (+/- 180 meters Scaled)
 QO0138
 QO0138                          SUPERSEDED SURVEY CONTROL
 QO0138
 QO0138  NGVD 29 (??/??/92)  303.492  (m)          995.71   (f) ADJ UNCH    2 0
 QO0138
 QO0138.Superseded values are not recommended for survey control.
 QO0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0138.See file dsdata.txt to determine how the superseded data were derived.
 QO0138
 QO0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK032852(NAD 83)
 QO0138_MARKER: DD = SURVEY DISK
 QO0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0138_SP_SET: BRIDGE
 QO0138_STAMPING: 8286-C 1969
 QO0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0138
 QO0138  HISTORY     - Date     Condition        Report By
 QO0138  HISTORY     - 1969     MONUMENTED       MNDT
 QO0138
 QO0138                          STATION DESCRIPTION
 QO0138
 QO0138'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0138'1.0 MI E FROM NORTH ST PAUL.
 QO0138'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 82810, FAI 694
 QO0138'NORTH BOUND OVER COUNTY ROAD 68, 0.8 MILES EAST AND 0.5 MILES SOUTH OF
 QO0138'T.H. 36.  NW 1/4 SECTION 8, T 29N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QO0137 ***********************************************************************
 QO0137  DESIGNATION -  8286 D
 QO0137  PID         -  QO0137
 QO0137  STATE/COUNTY-  MN/WASHINGTON
 QO0137  USGS QUAD   -  WHITE BEAR LAKE EAST (1993)
 QO0137
 QO0137                         *CURRENT SURVEY CONTROL
 QO0137  ___________________________________________________________________
 QO0137* NAD 83(1986)-  45 00 23.     (N)    092 57 28.     (W)     SCALED    
 QO0137* NAVD 88     -       311.846  (meters)    1023.11   (feet)  ADJUSTED  
 QO0137  ___________________________________________________________________
 QO0137  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 QO0137  DYNAMIC HT  -         311.837 (meters)    1023.09  (feet)  COMP
 QO0137  MODELED GRAV-     980,578.2   (mgal)                       NAVD 88
 QO0137
 QO0137  VERT ORDER  -  SECOND    CLASS 0
 QO0137
 QO0137.The horizontal coordinates were scaled from a topographic map and have
 QO0137.an estimated accuracy of +/- 6 seconds.
 QO0137
 QO0137.The orthometric height was determined by differential leveling
 QO0137.and adjusted by the National Geodetic Survey in June 1991..
 QO0137
 QO0137.The geoid height was determined by GEOID03.
 QO0137
 QO0137.The dynamic height is computed by dividing the NAVD 88
 QO0137.geopotential number by the normal gravity value computed on the
 QO0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0137.degrees latitude (g = 980.6199 gals.).
 QO0137
 QO0137.The modeled gravity was interpolated from observed gravity values.
 QO0137
 QO0137;                    North         East    Units  Estimated Accuracy
 QO0137;SPC MN S     -   323,460.      882,160.      MT  (+/- 180 meters Scaled)
 QO0137
 QO0137                          SUPERSEDED SURVEY CONTROL
 QO0137
 QO0137  NGVD 29 (??/??/92)  311.787  (m)         1022.92   (f) ADJ UNCH    2 0
 QO0137
 QO0137.Superseded values are not recommended for survey control.
 QO0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0137.See file dsdata.txt to determine how the superseded data were derived.
 QO0137
 QO0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK033836(NAD 83)
 QO0137_MARKER: DD = SURVEY DISK
 QO0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0137_SP_SET: BRIDGE
 QO0137_STAMPING: 8286-D 1969
 QO0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0137
 QO0137  HISTORY     - Date     Condition        Report By
 QO0137  HISTORY     - 1969     MONUMENTED       MNDT
 QO0137
 QO0137                          STATION DESCRIPTION
 QO0137
 QO0137'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0137'1.0 MI E FROM NORTH ST PAUL.
 QO0137'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE 82816, SOUTH AVENUE
 QO0137'OVER FAI 694 1.0 MILE EAST OF T.H. 120, 1.5 MILES SOUTH OF T.H. 36. NW
 QO0137'1/4 SECTION 17, T 29N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0746 ***********************************************************************
 PP0746  DESIGNATION -  8286 E
 PP0746  PID         -  PP0746
 PP0746  STATE/COUNTY-  MN/WASHINGTON
 PP0746  USGS QUAD   -  LAKE ELMO (1993)
 PP0746
 PP0746                         *CURRENT SURVEY CONTROL
 PP0746  ___________________________________________________________________
 PP0746* NAD 83(1986)-  44 59 49.     (N)    092 57 31.     (W)     SCALED    
 PP0746* NAVD 88     -       311.443  (meters)    1021.79   (feet)  ADJUSTED  
 PP0746  ___________________________________________________________________
 PP0746  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 PP0746  DYNAMIC HT  -         311.435 (meters)    1021.77  (feet)  COMP
 PP0746  MODELED GRAV-     980,582.7   (mgal)                       NAVD 88
 PP0746
 PP0746  VERT ORDER  -  SECOND    CLASS 0
 PP0746
 PP0746.The horizontal coordinates were scaled from a topographic map and have
 PP0746.an estimated accuracy of +/- 6 seconds.
 PP0746
 PP0746.The orthometric height was determined by differential leveling
 PP0746.and adjusted by the National Geodetic Survey in June 1991..
 PP0746
 PP0746.The geoid height was determined by GEOID03.
 PP0746
 PP0746.The dynamic height is computed by dividing the NAVD 88
 PP0746.geopotential number by the normal gravity value computed on the
 PP0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0746.degrees latitude (g = 980.6199 gals.).
 PP0746
 PP0746.The modeled gravity was interpolated from observed gravity values.
 PP0746
 PP0746;                    North         East    Units  Estimated Accuracy
 PP0746;SPC MN S     -   322,410.      882,110.      MT  (+/- 180 meters Scaled)
 PP0746
 PP0746                          SUPERSEDED SURVEY CONTROL
 PP0746
 PP0746  NGVD 29 (??/??/92)  311.386  (m)         1021.61   (f) ADJ UNCH    2 0
 PP0746
 PP0746.Superseded values are not recommended for survey control.
 PP0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0746.See file dsdata.txt to determine how the superseded data were derived.
 PP0746
 PP0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK032826(NAD 83)
 PP0746_MARKER: DD = SURVEY DISK
 PP0746_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0746_SP_SET: BRIDGE
 PP0746_STAMPING: 8286-E 1969
 PP0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0746
 PP0746  HISTORY     - Date     Condition        Report By
 PP0746  HISTORY     - 1969     MONUMENTED       MNDT
 PP0746
 PP0746                          STATION DESCRIPTION
 PP0746
 PP0746'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP0746'3.3 MI N FROM LANDFALL.
 PP0746'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 82808, FAI 694
 PP0746'NORTH BOUND OVER T.H. 212 (NEW), 0.6 MILES NORTH OF T.H. 212 (OLD),
 PP0746'0.3 MILES NORTH OF THE CHICAGO NORTHWESTERN RAILROAD LINE.  SW 1/4
 PP0746'SECTION 17, T 29N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0745 ***********************************************************************
 PP0745  DESIGNATION -  8286 F
 PP0745  PID         -  PP0745
 PP0745  STATE/COUNTY-  MN/WASHINGTON
 PP0745  USGS QUAD   -  LAKE ELMO (1993)
 PP0745
 PP0745                         *CURRENT SURVEY CONTROL
 PP0745  ___________________________________________________________________
 PP0745* NAD 83(1986)-  44 59 34.     (N)    092 57 35.     (W)     SCALED    
 PP0745* NAVD 88     -       315.428  (meters)    1034.87   (feet)  ADJUSTED  
 PP0745  ___________________________________________________________________
 PP0745  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 PP0745  DYNAMIC HT  -         315.420 (meters)    1034.84  (feet)  COMP
 PP0745  MODELED GRAV-     980,582.3   (mgal)                       NAVD 88
 PP0745
 PP0745  VERT ORDER  -  SECOND    CLASS 0
 PP0745
 PP0745.The horizontal coordinates were scaled from a topographic map and have
 PP0745.an estimated accuracy of +/- 6 seconds.
 PP0745
 PP0745.The orthometric height was determined by differential leveling
 PP0745.and adjusted by the National Geodetic Survey in June 1991..
 PP0745
 PP0745.The geoid height was determined by GEOID03.
 PP0745
 PP0745.The dynamic height is computed by dividing the NAVD 88
 PP0745.geopotential number by the normal gravity value computed on the
 PP0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0745.degrees latitude (g = 980.6199 gals.).
 PP0745
 PP0745.The modeled gravity was interpolated from observed gravity values.
 PP0745
 PP0745;                    North         East    Units  Estimated Accuracy
 PP0745;SPC MN S     -   321,950.      882,030.      MT  (+/- 180 meters Scaled)
 PP0745
 PP0745                          SUPERSEDED SURVEY CONTROL
 PP0745
 PP0745  NGVD 29 (??/??/92)  315.371  (m)         1034.68   (f) ADJ UNCH    2 0
 PP0745
 PP0745.Superseded values are not recommended for survey control.
 PP0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0745.See file dsdata.txt to determine how the superseded data were derived.
 PP0745
 PP0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK031821(NAD 83)
 PP0745_MARKER: DD = SURVEY DISK
 PP0745_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0745_SP_SET: BRIDGE
 PP0745_STAMPING: 8286-F 1969
 PP0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0745
 PP0745  HISTORY     - Date     Condition        Report By
 PP0745  HISTORY     - 1969     MONUMENTED       MNDT
 PP0745
 PP0745                          STATION DESCRIPTION
 PP0745
 PP0745'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP0745'3.2 MI N FROM LANDFALL.
 PP0745'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 82806, FAI 694
 PP0745'NORTH BOUND OVER THE CHICAGO NORTHWESTERN RAILROAD 1.0 MILES EAST OF
 PP0745'T.H. 120, 0.3 MILES NORTH OF T.H. 212 (OLD), 0.3 MILES SOUTH OF T.H.
 PP0745'212 (NEW).  SW 1/4 SECTION 17, T 29N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0741 ***********************************************************************
 PP0741  DESIGNATION -  8286 G
 PP0741  PID         -  PP0741
 PP0741  STATE/COUNTY-  MN/WASHINGTON
 PP0741  USGS QUAD   -  LAKE ELMO (1993)
 PP0741
 PP0741                         *CURRENT SURVEY CONTROL
 PP0741  ___________________________________________________________________
 PP0741* NAD 83(1986)-  44 59 14.     (N)    092 57 36.     (W)     SCALED    
 PP0741* NAVD 88     -       322.115  (meters)    1056.81   (feet)  ADJUSTED  
 PP0741  ___________________________________________________________________
 PP0741  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 PP0741  DYNAMIC HT  -         322.107 (meters)    1056.78  (feet)  COMP
 PP0741  MODELED GRAV-     980,581.7   (mgal)                       NAVD 88
 PP0741
 PP0741  VERT ORDER  -  SECOND    CLASS 0
 PP0741
 PP0741.The horizontal coordinates were scaled from a topographic map and have
 PP0741.an estimated accuracy of +/- 6 seconds.
 PP0741
 PP0741.The orthometric height was determined by differential leveling
 PP0741.and adjusted by the National Geodetic Survey in June 1991..
 PP0741
 PP0741.The geoid height was determined by GEOID03.
 PP0741
 PP0741.The dynamic height is computed by dividing the NAVD 88
 PP0741.geopotential number by the normal gravity value computed on the
 PP0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0741.degrees latitude (g = 980.6199 gals.).
 PP0741
 PP0741.The modeled gravity was interpolated from observed gravity values.
 PP0741
 PP0741;                    North         East    Units  Estimated Accuracy
 PP0741;SPC MN S     -   321,330.      882,010.      MT  (+/- 180 meters Scaled)
 PP0741
 PP0741                          SUPERSEDED SURVEY CONTROL
 PP0741
 PP0741  NGVD 29 (??/??/92)  322.059  (m)         1056.62   (f) ADJ UNCH    2 0
 PP0741
 PP0741.Superseded values are not recommended for survey control.
 PP0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0741.See file dsdata.txt to determine how the superseded data were derived.
 PP0741
 PP0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK031815(NAD 83)
 PP0741_MARKER: DD = SURVEY DISK
 PP0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0741_SP_SET: BRIDGE
 PP0741_STAMPING: 8286-G 1969
 PP0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0741
 PP0741  HISTORY     - Date     Condition        Report By
 PP0741  HISTORY     - 1969     MONUMENTED       MNDT
 PP0741
 PP0741                          STATION DESCRIPTION
 PP0741
 PP0741'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP0741'2.6 MI N FROM LANDFALL.
 PP0741'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE 82804, T.H. 212
 PP0741'(OLD) OVER FAI 694, 1.0 MILE EAST OF T.H. 120, 0.6 MILES SOUTH OF T.H.
 PP0741'212 (NEW), 0.3 MILES SOUTH OF THE CHICAGO NORTHWESTERN RAILROAD. NW
 PP0741'1/4 SECTION 20, T 29N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0740 ***********************************************************************
 PP0740  DESIGNATION -  8286 H
 PP0740  PID         -  PP0740
 PP0740  STATE/COUNTY-  MN/WASHINGTON
 PP0740  USGS QUAD   -  LAKE ELMO (1993)
 PP0740
 PP0740                         *CURRENT SURVEY CONTROL
 PP0740  ___________________________________________________________________
 PP0740* NAD 83(1986)-  44 58 11.     (N)    092 57 31.     (W)     SCALED    
 PP0740* NAVD 88     -       325.551  (meters)    1068.08   (feet)  ADJUSTED  
 PP0740  ___________________________________________________________________
 PP0740  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 PP0740  DYNAMIC HT  -         325.542 (meters)    1068.05  (feet)  COMP
 PP0740  MODELED GRAV-     980,579.6   (mgal)                       NAVD 88
 PP0740
 PP0740  VERT ORDER  -  SECOND    CLASS 0
 PP0740
 PP0740.The horizontal coordinates were scaled from a topographic map and have
 PP0740.an estimated accuracy of +/- 6 seconds.
 PP0740
 PP0740.The orthometric height was determined by differential leveling
 PP0740.and adjusted by the National Geodetic Survey in June 1991..
 PP0740
 PP0740.The geoid height was determined by GEOID03.
 PP0740
 PP0740.The dynamic height is computed by dividing the NAVD 88
 PP0740.geopotential number by the normal gravity value computed on the
 PP0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0740.degrees latitude (g = 980.6199 gals.).
 PP0740
 PP0740.The modeled gravity was interpolated from observed gravity values.
 PP0740
 PP0740;                    North         East    Units  Estimated Accuracy
 PP0740;SPC MN S     -   319,390.      882,150.      MT  (+/- 180 meters Scaled)
 PP0740
 PP0740                          SUPERSEDED SURVEY CONTROL
 PP0740
 PP0740  NGVD 29 (??/??/92)  325.497  (m)         1067.90   (f) ADJ UNCH    2 0
 PP0740
 PP0740.Superseded values are not recommended for survey control.
 PP0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0740.See file dsdata.txt to determine how the superseded data were derived.
 PP0740
 PP0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK032795(NAD 83)
 PP0740_MARKER: DD = SURVEY DISK
 PP0740_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0740_SP_SET: BRIDGE
 PP0740_STAMPING: 8286-G 1969
 PP0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0740
 PP0740  HISTORY     - Date     Condition        Report By
 PP0740  HISTORY     - 1969     MONUMENTED       MNDT
 PP0740
 PP0740                          STATION DESCRIPTION
 PP0740
 PP0740'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP0740'1.7 MI NE FROM LANDFALL.
 PP0740'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE 82803, HARVESTER
 PP0740'AVENUE OVER FAI 694, 1.5 MILES NORTH OF FAI 94, 1.0 MILES EAST OF T.H.
 PP0740'120.  SW 1/4 SECTION 27, T 29N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0739 ***********************************************************************
 PP0739  DESIGNATION -  8286 J
 PP0739  PID         -  PP0739
 PP0739  STATE/COUNTY-  MN/WASHINGTON
 PP0739  USGS QUAD   -  LAKE ELMO (1993)
 PP0739
 PP0739                         *CURRENT SURVEY CONTROL
 PP0739  ___________________________________________________________________
 PP0739* NAD 83(1986)-  44 57 46.     (N)    092 57 30.     (W)     SCALED    
 PP0739* NAVD 88     -       329.324  (meters)    1080.46   (feet)  ADJUSTED  
 PP0739  ___________________________________________________________________
 PP0739  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 PP0739  DYNAMIC HT  -         329.315 (meters)    1080.43  (feet)  COMP
 PP0739  MODELED GRAV-     980,578.7   (mgal)                       NAVD 88
 PP0739
 PP0739  VERT ORDER  -  SECOND    CLASS 0
 PP0739
 PP0739.The horizontal coordinates were scaled from a topographic map and have
 PP0739.an estimated accuracy of +/- 6 seconds.
 PP0739
 PP0739.The orthometric height was determined by differential leveling
 PP0739.and adjusted by the National Geodetic Survey in June 1991..
 PP0739
 PP0739.The geoid height was determined by GEOID03.
 PP0739
 PP0739.The dynamic height is computed by dividing the NAVD 88
 PP0739.geopotential number by the normal gravity value computed on the
 PP0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0739.degrees latitude (g = 980.6199 gals.).
 PP0739
 PP0739.The modeled gravity was interpolated from observed gravity values.
 PP0739
 PP0739;                    North         East    Units  Estimated Accuracy
 PP0739;SPC MN S     -   318,610.      882,180.      MT  (+/- 180 meters Scaled)
 PP0739
 PP0739                          SUPERSEDED SURVEY CONTROL
 PP0739
 PP0739  NGVD 29 (??/??/92)  329.272  (m)         1080.29   (f) ADJ UNCH    2 0
 PP0739
 PP0739.Superseded values are not recommended for survey control.
 PP0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0739.See file dsdata.txt to determine how the superseded data were derived.
 PP0739
 PP0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK032788(NAD 83)
 PP0739_MARKER: DD = SURVEY DISK
 PP0739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0739_SP_SET: BRIDGE
 PP0739_STAMPING: 8286-J 1969
 PP0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0739
 PP0739  HISTORY     - Date     Condition        Report By
 PP0739  HISTORY     - 1969     MONUMENTED       MNDT
 PP0739  HISTORY     - 1970     GOOD             MNDT
 PP0739
 PP0739                          STATION DESCRIPTION
 PP0739
 PP0739'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0739'1.2 MI NE FROM LANDFALL.
 PP0739'IN THE VILLAGE OF OAKDALE, 1.0 MILES NORTH OF FAI 94, 1.0 MILES EAST
 PP0739'OF T.H. 120, IN THE SOUTHEAST CORNER OF BRIDGE NO. 82818, MINNEHAHA
 PP0739'AVENUE (COUNTY ROAD 70) OVER FAI 694.  CORNER OF SW 1/4, SEC 29, T
 PP0739'29N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0738 ***********************************************************************
 PP0738  DESIGNATION -  8286 K
 PP0738  PID         -  PP0738
 PP0738  STATE/COUNTY-  MN/WASHINGTON
 PP0738  USGS QUAD   -  LAKE ELMO (1993)
 PP0738
 PP0738                         *CURRENT SURVEY CONTROL
 PP0738  ___________________________________________________________________
 PP0738* NAD 83(1986)-  44 57 10.     (N)    092 57 30.     (W)     SCALED    
 PP0738* NAVD 88     -       321.672  (meters)    1055.35   (feet)  ADJUSTED  
 PP0738  ___________________________________________________________________
 PP0738  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 PP0738  DYNAMIC HT  -         321.662 (meters)    1055.32  (feet)  COMP
 PP0738  MODELED GRAV-     980,577.4   (mgal)                       NAVD 88
 PP0738
 PP0738  VERT ORDER  -  SECOND    CLASS 0
 PP0738
 PP0738.The horizontal coordinates were scaled from a topographic map and have
 PP0738.an estimated accuracy of +/- 6 seconds.
 PP0738
 PP0738.The orthometric height was determined by differential leveling
 PP0738.and adjusted by the National Geodetic Survey in June 1991..
 PP0738
 PP0738.The geoid height was determined by GEOID03.
 PP0738
 PP0738.The dynamic height is computed by dividing the NAVD 88
 PP0738.geopotential number by the normal gravity value computed on the
 PP0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0738.degrees latitude (g = 980.6199 gals.).
 PP0738
 PP0738.The modeled gravity was interpolated from observed gravity values.
 PP0738
 PP0738;                    North         East    Units  Estimated Accuracy
 PP0738;SPC MN S     -   317,500.      882,190.      MT  (+/- 180 meters Scaled)
 PP0738
 PP0738                          SUPERSEDED SURVEY CONTROL
 PP0738
 PP0738  NGVD 29 (??/??/92)  321.620  (m)         1055.18   (f) ADJ UNCH    2 0
 PP0738
 PP0738.Superseded values are not recommended for survey control.
 PP0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0738.See file dsdata.txt to determine how the superseded data were derived.
 PP0738
 PP0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK032777(NAD 83)
 PP0738_MARKER: DD = SURVEY DISK
 PP0738_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0738_SP_SET: BRIDGE
 PP0738_STAMPING: 8286-K 1969
 PP0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0738
 PP0738  HISTORY     - Date     Condition        Report By
 PP0738  HISTORY     - 1969     MONUMENTED       MNDT
 PP0738
 PP0738                          STATION DESCRIPTION
 PP0738
 PP0738'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP0738'0.4 MI NE FROM LANDFALL.
 PP0738'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE 82817, FAI 94
 PP0738'FRONTAGE ROAD OVER FAI 694, 0.2 MILES NORTH OF FAI 94, 1.0 MILES EAST
 PP0738'OF T.H. 120.  SW 1/4 SECTION 32, T 29N, R 21W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5960 ***********************************************************************
 DF5960  DESIGNATION -  83
 DF5960  PID         -  DF5960
 DF5960  STATE/COUNTY-  MN/PINE
 DF5960  USGS QUAD   -  NICKERSON (1981)
 DF5960
 DF5960                         *CURRENT SURVEY CONTROL
 DF5960  ___________________________________________________________________
 DF5960* NAD 83(1996)-  46 24 38.10798(N)    092 30 01.22212(W)     ADJUSTED  
 DF5960* NAVD 88     -       352.4    (meters)    1156.     (feet)  GPS OBS   
 DF5960  ___________________________________________________________________
 DF5960  X           -    -192,195.690 (meters)                     COMP
 DF5960  Y           -  -4,401,406.581 (meters)                     COMP
 DF5960  Z           -   4,597,068.166 (meters)                     COMP
 DF5960  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 DF5960  ELLIP HEIGHT-         324.69  (meters)          (05/27/03) GPS OBS
 DF5960  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 DF5960
 DF5960  HORZ ORDER  -  FIRST
 DF5960  ELLP ORDER  -  THIRD     CLASS I
 DF5960
 DF5960.The horizontal coordinates were established by GPS observations
 DF5960.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5960
 DF5960.The orthometric height was determined by GPS observations and a
 DF5960.high-resolution geoid model.
 DF5960
 DF5960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5960
 DF5960.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5960
 DF5960.The ellipsoidal height was determined by GPS observations
 DF5960.and is referenced to NAD 83.
 DF5960
 DF5960.The geoid height was determined by GEOID03.
 DF5960
 DF5960;                    North         East     Units Scale Factor Converg.
 DF5960;SPC MN C     -   258,267.111   934,507.168   MT  0.99992289   +1 15 56.5
 DF5960;UTM  15      - 5,139,789.293   538,402.674   MT  0.99961813   +0 21 42.9
 DF5960
 DF5960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5960!SPC MN C     -   0.99994910  x   0.99992289  =   0.99987200
 DF5960!UTM  15      -   0.99994910  x   0.99961813  =   0.99956725
 DF5960
 DF5960                          SUPERSEDED SURVEY CONTROL
 DF5960
 DF5960.No superseded survey control is available for this station.
 DF5960
 DF5960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3840339789(NAD 83)
 DF5960_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5960_STAMPING: NO 83
 DF5960_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5960+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5960
 DF5960  HISTORY     - Date     Condition        Report By
 DF5960  HISTORY     - 1999     MONUMENTED       MN-115
 DF5960
 DF5960                          STATION DESCRIPTION
 DF5960
 DF5960'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5960'IN NICKERSON, 0.3 MI (0.5 KM) SE OF TH 23, 32 FT (9.8 M) NORTH OF MAIN
 DF5960'ST, 67 FT (20.4 M) EAST OF MAIN TRACK OF RAILROAD, 2 FT (0.6 M) SOUTH
 DF5960'OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0537 ***********************************************************************
 PP0537  DESIGNATION -  83 CAP RESET
 PP0537  PID         -  PP0537
 PP0537  STATE/COUNTY-  MN/WASHINGTON
 PP0537  USGS QUAD   -  ST PAUL PARK (1993)
 PP0537
 PP0537                         *CURRENT SURVEY CONTROL
 PP0537  ___________________________________________________________________
 PP0537* NAD 83(1986)-  44 50 25.     (N)    092 59 35.     (W)     SCALED    
 PP0537* NAVD 88     -       228.607  (meters)     750.02   (feet)  ADJUSTED  
 PP0537  ___________________________________________________________________
 PP0537  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 PP0537  DYNAMIC HT  -         228.598 (meters)     749.99  (feet)  COMP
 PP0537  MODELED GRAV-     980,575.0   (mgal)                       NAVD 88
 PP0537
 PP0537  VERT ORDER  -  FIRST     CLASS I
 PP0537
 PP0537.The horizontal coordinates were scaled from a topographic map and have
 PP0537.an estimated accuracy of +/- 6 seconds.
 PP0537
 PP0537.The orthometric height was determined by differential leveling
 PP0537.and adjusted by the National Geodetic Survey in June 1991..
 PP0537
 PP0537.The geoid height was determined by GEOID03.
 PP0537
 PP0537.The dynamic height is computed by dividing the NAVD 88
 PP0537.geopotential number by the normal gravity value computed on the
 PP0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0537.degrees latitude (g = 980.6199 gals.).
 PP0537
 PP0537.The modeled gravity was interpolated from observed gravity values.
 PP0537
 PP0537;                    North         East    Units  Estimated Accuracy
 PP0537;SPC MN S     -   304,970.      879,610.      MT  (+/- 180 meters Scaled)
 PP0537
 PP0537                          SUPERSEDED SURVEY CONTROL
 PP0537
 PP0537  NGVD 29 (??/??/92)  228.568  (m)          749.89   (f) ADJ UNCH    1 1
 PP0537
 PP0537.Superseded values are not recommended for survey control.
 PP0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0537.See file dsdata.txt to determine how the superseded data were derived.
 PP0537
 PP0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK005652(NAD 83)
 PP0537_MARKER: DD = SURVEY DISK
 PP0537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0537_SP_SET: FOUNDATION
 PP0537_STAMPING: PBM 83 RESET 1961 ST. PAUL DIST.
 PP0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0537+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2004
 PP0537
 PP0537  HISTORY     - Date     Condition        Report By
 PP0537  HISTORY     - 1961     MONUMENTED       DOD
 PP0537  HISTORY     - 1970     GOOD             NGS
 PP0537  HISTORY     - 19961207 GOOD             USPSQD
 PP0537  HISTORY     - 20040617 GOOD             USPSQD
 PP0537
 PP0537                          STATION DESCRIPTION
 PP0537
 PP0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0537'0.5 MI S FROM ST PAUL PARK.
 PP0537'ABOUT 0.5 MILE SOUTH ALONG 3RD STREET FROM THE POST OFFICE AT ST. PAUL
 PP0537'PARK, AT THE ATHLETIC FIELD FOR OLTMAN JUNIOR HIGH AND SAINT PAUL PARK
 PP0537'HIGH SCHOOLS, 528 FEET EAST-SOUTHEAST OF THE EAST CORNER OF THE OLTMAN
 PP0537'JUNIOR HIGH SCHOOL, 201 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 PP0537'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, SET IN THE TOP OF
 PP0537'THE SOUTH CORNER OF THE CONCRETE FOUNDATION FOR THE MOST SOUTHWESTERLY
 PP0537'OF 3 FIELD LIGHTS ON THE SOUTHEAST SIDE OF THE ATHLETIC FIELD, 154
 PP0537'FEET NORTHWEST OF A CHAIN LINK FENCE ON THE SOUTHEAST SIDE OF THE
 PP0537'FIELD, AND LEVEL WITH THE SURFACE OF THE GROUND.  1/4, SEC 12, T 27N,
 PP0537'R 22W.
 PP0537
 PP0537                          STATION RECOVERY (1996)
 PP0537
 PP0537'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP0537'RECOVERED IN GOOD CONDITION.
 PP0537
 PP0537                          STATION RECOVERY (2004)
 PP0537
 PP0537'RECOVERY NOTE BY US POWER SQUADRON 2004 (JPW)
 PP0537'RECOVERED AS DESCRIBED, BUT MARK HAS BEEN STRUCK BY A LAWN MOWER, BUT
 PP0537'IS STILL READABLE. USPSQD JRD/JPW
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0239 ***********************************************************************
 OP0239  DESIGNATION -  8301 A
 OP0239  PID         -  OP0239
 OP0239  STATE/COUNTY-  MN/WATONWAN
 OP0239  USGS QUAD   -  ST JAMES WEST (1979)
 OP0239
 OP0239                         *CURRENT SURVEY CONTROL
 OP0239  ___________________________________________________________________
 OP0239* NAD 83(1986)-  43 57 48.     (N)    094 39 37.     (W)     SCALED    
 OP0239* NAVD 88     -       330.498  (meters)    1084.31   (feet)  ADJUSTED  
 OP0239  ___________________________________________________________________
 OP0239  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 OP0239  DYNAMIC HT  -         330.436 (meters)    1084.11  (feet)  COMP
 OP0239  MODELED GRAV-     980,421.8   (mgal)                       NAVD 88
 OP0239
 OP0239  VERT ORDER  -  SECOND    CLASS 0
 OP0239
 OP0239.The horizontal coordinates were scaled from a topographic map and have
 OP0239.an estimated accuracy of +/- 6 seconds.
 OP0239
 OP0239.The orthometric height was determined by differential leveling
 OP0239.and adjusted by the National Geodetic Survey in June 1991..
 OP0239
 OP0239.The geoid height was determined by GEOID03.
 OP0239
 OP0239.The dynamic height is computed by dividing the NAVD 88
 OP0239.geopotential number by the normal gravity value computed on the
 OP0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0239.degrees latitude (g = 980.6199 gals.).
 OP0239
 OP0239.The modeled gravity was interpolated from observed gravity values.
 OP0239
 OP0239;                    North         East    Units  Estimated Accuracy
 OP0239;SPC MN S     -   207,250.      747,010.      MT  (+/- 180 meters Scaled)
 OP0239
 OP0239                          SUPERSEDED SURVEY CONTROL
 OP0239
 OP0239  NGVD 29 (??/??/92)  330.438  (m)         1084.11   (f) ADJ UNCH    2 0
 OP0239
 OP0239.Superseded values are not recommended for survey control.
 OP0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0239.See file dsdata.txt to determine how the superseded data were derived.
 OP0239
 OP0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ668691(NAD 83)
 OP0239_MARKER: DD = SURVEY DISK
 OP0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0239_SP_SET: CULVERT
 OP0239_STAMPING: 8301-A 1972
 OP0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0239
 OP0239  HISTORY     - Date     Condition        Report By
 OP0239  HISTORY     - 1972     MONUMENTED       MNDT
 OP0239  HISTORY     - 1973     GOOD             MNDT
 OP0239
 OP0239                          STATION DESCRIPTION
 OP0239
 OP0239'DESCRIBED BY MN DEPT OF TRANSP 1973
 OP0239'2.1 MI SW FROM ST JAMES.
 OP0239'MARK IS LOCATED 2.2 MILES SOUTHWEST ALONG T.H. 60 FROM THE JUNCTION OF
 OP0239'T.H. 60 AND T.H. 30 IN ST. JAMES, THENCE, 0.05 MILES SOUTH ALONG T.H.
 OP0239'4, 18 FEET EAST OF, AND LEVEL WITH THE CENTERLINE OF T.H. 4 AT MILE
 OP0239'POINT 34.6, 3.7 FEET NORTH OF A WOOD GUARD POST, IN THE SOUTHEAST
 OP0239'CORNER OF AN 8 BY 10 FOOT CONCRETE BOX CULVERT UNDER T.H. 4. NE 1/4
 OP0239'SECTION 27, T 106, R 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0240 ***********************************************************************
 OP0240  DESIGNATION -  8301 B
 OP0240  PID         -  OP0240
 OP0240  STATE/COUNTY-  MN/WATONWAN
 OP0240  USGS QUAD   -  ST JAMES WEST (1979)
 OP0240
 OP0240                         *CURRENT SURVEY CONTROL
 OP0240  ___________________________________________________________________
 OP0240* NAD 83(1986)-  43 57 42.     (N)    094 39 37.     (W)     SCALED    
 OP0240* NAVD 88     -       331.567  (meters)    1087.82   (feet)  ADJUSTED  
 OP0240  ___________________________________________________________________
 OP0240  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 OP0240  DYNAMIC HT  -         331.504 (meters)    1087.61  (feet)  COMP
 OP0240  MODELED GRAV-     980,421.7   (mgal)                       NAVD 88
 OP0240
 OP0240  VERT ORDER  -  SECOND    CLASS 0
 OP0240
 OP0240.The horizontal coordinates were scaled from a topographic map and have
 OP0240.an estimated accuracy of +/- 6 seconds.
 OP0240
 OP0240.The orthometric height was determined by differential leveling
 OP0240.and adjusted by the National Geodetic Survey in June 1991..
 OP0240
 OP0240.The geoid height was determined by GEOID03.
 OP0240
 OP0240.The dynamic height is computed by dividing the NAVD 88
 OP0240.geopotential number by the normal gravity value computed on the
 OP0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0240.degrees latitude (g = 980.6199 gals.).
 OP0240
 OP0240.The modeled gravity was interpolated from observed gravity values.
 OP0240
 OP0240;                    North         East    Units  Estimated Accuracy
 OP0240;SPC MN S     -   207,070.      747,010.      MT  (+/- 180 meters Scaled)
 OP0240
 OP0240                          SUPERSEDED SURVEY CONTROL
 OP0240
 OP0240  NGVD 29 (??/??/92)  331.506  (m)         1087.62   (f) ADJ UNCH    2 0
 OP0240
 OP0240.Superseded values are not recommended for survey control.
 OP0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0240.See file dsdata.txt to determine how the superseded data were derived.
 OP0240
 OP0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ668689(NAD 83)
 OP0240_MARKER: DD = SURVEY DISK
 OP0240_SETTING: 0 = UNSPECIFIED SETTING
 OP0240_STAMPING: 8301-B 1972
 OP0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0240
 OP0240  HISTORY     - Date     Condition        Report By
 OP0240  HISTORY     - 1972     MONUMENTED       MNDT
 OP0240  HISTORY     - 1973     GOOD             MNDT
 OP0240
 OP0240                          STATION DESCRIPTION
 OP0240
 OP0240'DESCRIBED BY MN DEPT OF TRANSP 1973
 OP0240'2.3 MI SW FROM ST JAMES.
 OP0240'MARK IS LOCATED 2.2 MILES SOUTHWEST ALONG T.H. 60 FROM THE JUNCTION OF
 OP0240'T.H. 60 AND T.H. 30 IN ST. JAMES, THENCE, 0.25 MILES SOUTH ALONG T.H.
 OP0240'4, 23.6 FEET EAST OF, AND 1 FOOT LOWER THAN THE CENTERLINE OF T.H. 4
 OP0240'AT MILE POINT 34.4, 0.9 FEET NORTH OF A STEEL GUARD POST, IN THE
 OP0240'SOUTHEAST CORNER OF A 4 X 6 FOOT CONCRETE CATTLE PASS UNDER T.H. 4. NE
 OP0240'1/4 SECTION 27, T 106, R 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7060 ***********************************************************************
 DE7060  DESIGNATION -  8302 B
 DE7060  PID         -  DE7060
 DE7060  STATE/COUNTY-  MN/WATONWAN
 DE7060  USGS QUAD   -  GODAHL (1967)
 DE7060
 DE7060                         *CURRENT SURVEY CONTROL
 DE7060  ___________________________________________________________________
 DE7060* NAD 83(1996)-  44 02 11.81304(N)    094 38 21.19961(W)     ADJUSTED  
 DE7060* NAVD 88     -       321.5    (meters)    1055.     (feet)  GPS OBS   
 DE7060  ___________________________________________________________________
 DE7060  X           -    -371,476.318 (meters)                     COMP
 DE7060  Y           -  -4,577,813.042 (meters)                     COMP
 DE7060  Z           -   4,411,221.383 (meters)                     COMP
 DE7060  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 DE7060  ELLIP HEIGHT-         293.68  (meters)          (09/05/02) GPS OBS
 DE7060  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 DE7060
 DE7060  HORZ ORDER  -  FIRST
 DE7060  ELLP ORDER  -  FOURTH    CLASS I
 DE7060
 DE7060.The horizontal coordinates were established by GPS observations
 DE7060.and adjusted by the MN DEPT OF TRANSP in September 2002..
 DE7060
 DE7060.The orthometric height was determined by GPS observations and a
 DE7060.high-resolution geoid model.
 DE7060
 DE7060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7060
 DE7060.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7060
 DE7060.The ellipsoidal height was determined by GPS observations
 DE7060.and is referenced to NAD 83.
 DE7060
 DE7060.The geoid height was determined by GEOID03.
 DE7060
 DE7060;                    North         East     Units Scale Factor Converg.
 DE7060;SPC MN S     -   215,380.538   748,764.808   MT  0.99995475   -0 26 53.0
 DE7060;UTM  15      - 4,877,245.776   368,657.042   MT  0.99981217   -1 08 22.6
 DE7060
 DE7060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7060!SPC MN S     -   0.99995395  x   0.99995475  =   0.99990870
 DE7060!UTM  15      -   0.99995395  x   0.99981217  =   0.99976613
 DE7060
 DE7060                          SUPERSEDED SURVEY CONTROL
 DE7060
 DE7060.No superseded survey control is available for this station.
 DE7060
 DE7060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6865777246(NAD 83)
 DE7060_MARKER: DB = BENCH MARK DISK
 DE7060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7060_STAMPING: 8302 B 1948
 DE7060_MARK LOGO: MNDT  
 DE7060_PROJECTION: RECESSED 20 CENTIMETERS
 DE7060_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE7060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7060+STABILITY: SURFACE MOTION
 DE7060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7060+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2002
 DE7060
 DE7060  HISTORY     - Date     Condition        Report By
 DE7060  HISTORY     - 1948     MONUMENTED       MNDT
 DE7060  HISTORY     - 19991117 GOOD             MNDT
 DE7060  HISTORY     - 20021007 GOOD             MNDT
 DE7060
 DE7060                          STATION DESCRIPTION
 DE7060
 DE7060'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE7060'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NORTH OF ST JAMES, 5.55 MI
 DE7060'(8.93 KM) NORTH ON TH 4 FROM JCT OF TH 60, AT TH 4 MP 41.1, 70.0 FT
 DE7060'(21.3 M) EAST OF TH 4, 3.5 FT (1.1 M) CABLE MARKER, 1.1 FT (0.3 M)
 DE7060'WEST OF WIT POST, RECESSED 4 INCHES.
 DE7060
 DE7060                          STATION RECOVERY (2002)
 DE7060
 DE7060'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE7060'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 4 MI NORTH OF ST
 DE7060'JAMES, 5.55 MI NORTH ON TH 4 FROM JCT TH 60, 1 MI SOU TH OF JCT OF TH
 DE7060'4 AND TH 30 WEST, 70 FT EAST OF TH 4, AT TH 4 MP 41.1 STA 1456+16, 3.5
 DE7060'FT CABLE MARKER, 1.1 FT WEST OF WIT POST, RECESSED 8 INCHES, MAGNETIC,
 DE7060'SUITABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0071 ***********************************************************************
 OP0071  DESIGNATION -  8303 A
 OP0071  PID         -  OP0071
 OP0071  STATE/COUNTY-  MN/WATONWAN
 OP0071  USGS QUAD   -  TRUMAN (1967)
 OP0071
 OP0071                         *CURRENT SURVEY CONTROL
 OP0071  ___________________________________________________________________
 OP0071* NAD 83(1986)-  43 51 42.     (N)    094 25 43.     (W)     SCALED    
 OP0071* NAVD 88     -       325.223  (meters)    1067.00   (feet)  ADJUSTED  
 OP0071  ___________________________________________________________________
 OP0071  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 OP0071  DYNAMIC HT  -         325.163 (meters)    1066.81  (feet)  COMP
 OP0071  MODELED GRAV-     980,426.0   (mgal)                       NAVD 88
 OP0071
 OP0071  VERT ORDER  -  SECOND    CLASS 0
 OP0071
 OP0071.The horizontal coordinates were scaled from a topographic map and have
 OP0071.an estimated accuracy of +/- 6 seconds.
 OP0071
 OP0071.The orthometric height was determined by differential leveling
 OP0071.and adjusted by the National Geodetic Survey in June 1991..
 OP0071
 OP0071.The geoid height was determined by GEOID03.
 OP0071
 OP0071.The dynamic height is computed by dividing the NAVD 88
 OP0071.geopotential number by the normal gravity value computed on the
 OP0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0071.degrees latitude (g = 980.6199 gals.).
 OP0071
 OP0071.The modeled gravity was interpolated from observed gravity values.
 OP0071
 OP0071;                    North         East    Units  Estimated Accuracy
 OP0071;SPC MN S     -   195,830.      765,540.      MT  (+/- 180 meters Scaled)
 OP0071
 OP0071                          SUPERSEDED SURVEY CONTROL
 OP0071
 OP0071  NGVD 29 (??/??/92)  325.171  (m)         1066.83   (f) ADJ UNCH    2 0
 OP0071
 OP0071.Superseded values are not recommended for survey control.
 OP0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0071.See file dsdata.txt to determine how the superseded data were derived.
 OP0071
 OP0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ851575(NAD 83)
 OP0071_MARKER: DD = SURVEY DISK
 OP0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0071_STAMPING: 8303 A 1969
 OP0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0071+STABILITY: SURFACE MOTION
 OP0071
 OP0071  HISTORY     - Date     Condition        Report By
 OP0071  HISTORY     - 1969     MONUMENTED       MNDT
 OP0071  HISTORY     - 1975     GOOD             MNDT
 OP0071  HISTORY     - 1975     GOOD             MNDT
 OP0071
 OP0071                          STATION DESCRIPTION
 OP0071
 OP0071'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0071'2.3 MI N FROM TRUMAN.
 OP0071'THE MARK IS LOCATED 2.3 MILES NORTH ALONG TH 15 FROM THE JUNCTION OF
 OP0071'TH 15 AND CERO STREET IN TRUMAN, AND 2 MILES SOUTH OF TH 30 AT THE
 OP0071'SOUTHWEST CORNER OF ANTRIM-ST. JOHNS CEMETARY.  IT IS 275.0 FEET EAST
 OP0071'OF THE CENTERLINE OF TH 15 AT MILE POINT 25.25 (STATION 1494 + 14),
 OP0071'96.5 FEET NORTHWEST OF A POWER POLE, 37.0 FEET NORTH OF THE CENTER OF
 OP0071'A TOWNSHIP ROAD, 14.2 FEET NORTH-NORTHWEST OF THE EAST END OF AN 18
 OP0071'INCH METAL CULVERT UNDER THE CEMETARY ENTRANCE, 11.0 FEET EAST OF THE
 OP0071'CENTER OF THE CEMETARY ENTRANCE, AND 2.0 FEET SOUTH-SOUTHWEST OF A 4
 OP0071'INCH BE 4 FOOT HIGH STEEL PIPE.  IT IS 0.7 FOOT EAST OF A STEEL
 OP0071'WITNESS POST IN A 6 FOOT PRECAST CONCRETE MAGNETIC MONUMENT BURIED 18
 OP0071'INCHES BELOW GROUND.  SW 1/4 SECTION 27, T 105N, R 30W.
 OP0071
 OP0071                          STATION RECOVERY (1975)
 OP0071
 OP0071'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 OP0071'THE MARK IS LOCATED 2.3 MILES NORTH ALONG TRUNK HIGHWAY 15 FROM THE
 OP0071'JUNCTION OF TRUNK HIGHWAY 15 AND CERO STREET IN TRUMAN AND 2.0 MILES
 OP0071'SOUTH OF TRUNK HIGHWAY 30 AT THE SOUTHWEST CORNER OF ANTRIM- ST.
 OP0071'JOHNS CEMETERY. IT IS 275.0 FEET EAST OF THE CENTERLINE OF TRUNK
 OP0071'HIGHWAY 15 AT MILEPOINT 25.25 (STATION 1494 + 14), 96.5 FEET
 OP0071'NORTHWEST OF A POWER POLE, 37.0 FEET NORTH OF THE CENTER OF THE
 OP0071'TOWNSHIP ROAD, 14.2 FEET NORTH-NORTHWEST OF THE EAST END OF A 18 INCH
 OP0071'METAL CULVERT UNDER THE CEMETERY ENTRANCE, 11.0 FEET EAST OF THE
 OP0071'CENTER OF THE CEMETERY ENTRANCE AND 2.0 FEET SOUTH-SOUTHWEST OF A 4
 OP0071'INCH BY 4 FOOT HIGH STEEL PIPE. CORRECTIONS AND ADDITIONS TO THE 1975
 OP0071'DESCRIPTION OF BENCH MARK ARE AS FOLLOWS-- IT IS 0.7 FOOT WEST OF A
 OP0071'STEEL WITNESS POST IN A 6 FOOT PRE-CAST CONCRETE MAGNETIC MONUMENT
 OP0071'BURIED 2 FEET BELOW THE SURFACE OF THE GROUND (CEMETERY ENTRANCE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0073 ***********************************************************************
 OP0073  DESIGNATION -  8303 AB
 OP0073  PID         -  OP0073
 OP0073  STATE/COUNTY-  MN/WATONWAN
 OP0073  USGS QUAD   -  TRUMAN (1967)
 OP0073
 OP0073                         *CURRENT SURVEY CONTROL
 OP0073  ___________________________________________________________________
 OP0073* NAD 83(1986)-  43 51 00.     (N)    094 25 43.     (W)     SCALED    
 OP0073* NAVD 88     -       336.159  (meters)    1102.88   (feet)  ADJUSTED  
 OP0073  ___________________________________________________________________
 OP0073  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 OP0073  DYNAMIC HT  -         336.097 (meters)    1102.68  (feet)  COMP
 OP0073  MODELED GRAV-     980,425.0   (mgal)                       NAVD 88
 OP0073
 OP0073  VERT ORDER  -  SECOND    CLASS 0
 OP0073
 OP0073.The horizontal coordinates were scaled from a topographic map and have
 OP0073.an estimated accuracy of +/- 6 seconds.
 OP0073
 OP0073.The orthometric height was determined by differential leveling
 OP0073.and adjusted by the National Geodetic Survey in June 1991..
 OP0073
 OP0073.The geoid height was determined by GEOID03.
 OP0073
 OP0073.The dynamic height is computed by dividing the NAVD 88
 OP0073.geopotential number by the normal gravity value computed on the
 OP0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0073.degrees latitude (g = 980.6199 gals.).
 OP0073
 OP0073.The modeled gravity was interpolated from observed gravity values.
 OP0073
 OP0073;                    North         East    Units  Estimated Accuracy
 OP0073;SPC MN S     -   194,540.      765,540.      MT  (+/- 180 meters Scaled)
 OP0073
 OP0073                          SUPERSEDED SURVEY CONTROL
 OP0073
 OP0073  NGVD 29 (??/??/92)  336.106  (m)         1102.71   (f) ADJ UNCH    2 0
 OP0073
 OP0073.Superseded values are not recommended for survey control.
 OP0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0073.See file dsdata.txt to determine how the superseded data were derived.
 OP0073
 OP0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ851562(NAD 83)
 OP0073_MARKER: DD = SURVEY DISK
 OP0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0073_STAMPING: 8303 A B 1974
 OP0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0073+STABILITY: SURFACE MOTION
 OP0073
 OP0073  HISTORY     - Date     Condition        Report By
 OP0073  HISTORY     - 1974     MONUMENTED       MNDT
 OP0073  HISTORY     - 1975     GOOD             MNDT
 OP0073
 OP0073                          STATION DESCRIPTION
 OP0073
 OP0073'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0073'1.5 MI N FROM TRUMAN.
 OP0073'THE MARK IS LOCATED 1.5 MILES NORTH ALONG TH 15 FROM THE JUNCTION OF
 OP0073'TH 15 AND CIRO STREET AT TRUMAN AND 3 MILES SOUTH OF TH 30, AND IS AT
 OP0073'THE NORTHEAST CORNER OF ST. PAULS CEMETERY.  IT IS 329.0 FEET NORTH OF
 OP0073'COUNTY ROAD 35 (MARTIN-WATONWAN COUNTY LINE), 177.0 FEET WEST OF THE
 OP0073'CENTERLINE OF TH 15 AT MILE POINT 24.3, 136.0 FEET NORTH OF THE CENTER
 OP0073'OF THE CEMETERY ENTRANCE AND 17.0 FEET EAST-NORTHEAST OF A 8-INCH
 OP0073'SPRUCE TREE.  IT IS 0.6 FEET EAST OF A STEEL WITNESS POST, IN A 6 FOOT
 OP0073'PRECAST MAGNETIC CONCRETE MONUMENT SET FLUSH WITH THE GROUND. SW 1/4
 OP0073'SECTION 34, T 105N, R 30W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0072 ***********************************************************************
 OP0072  DESIGNATION -  8303 AC
 OP0072  PID         -  OP0072
 OP0072  STATE/COUNTY-  MN/WATONWAN
 OP0072  USGS QUAD   -  TRUMAN (1967)
 OP0072
 OP0072                         *CURRENT SURVEY CONTROL
 OP0072  ___________________________________________________________________
 OP0072* NAD 83(1986)-  43 51 48.     (N)    094 25 43.     (W)     SCALED    
 OP0072* NAVD 88     -       326.948  (meters)    1072.66   (feet)  ADJUSTED  
 OP0072  ___________________________________________________________________
 OP0072  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 OP0072  DYNAMIC HT  -         326.888 (meters)    1072.46  (feet)  COMP
 OP0072  MODELED GRAV-     980,426.1   (mgal)                       NAVD 88
 OP0072
 OP0072  VERT ORDER  -  SECOND    CLASS 0
 OP0072
 OP0072.The horizontal coordinates were scaled from a topographic map and have
 OP0072.an estimated accuracy of +/- 6 seconds.
 OP0072
 OP0072.The orthometric height was determined by differential leveling
 OP0072.and adjusted by the National Geodetic Survey in June 1991..
 OP0072
 OP0072.The geoid height was determined by GEOID03.
 OP0072
 OP0072.The dynamic height is computed by dividing the NAVD 88
 OP0072.geopotential number by the normal gravity value computed on the
 OP0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0072.degrees latitude (g = 980.6199 gals.).
 OP0072
 OP0072.The modeled gravity was interpolated from observed gravity values.
 OP0072
 OP0072;                    North         East    Units  Estimated Accuracy
 OP0072;SPC MN S     -   196,020.      765,550.      MT  (+/- 180 meters Scaled)
 OP0072
 OP0072                          SUPERSEDED SURVEY CONTROL
 OP0072
 OP0072  NGVD 29 (??/??/92)  326.896  (m)         1072.49   (f) ADJ UNCH    2 0
 OP0072
 OP0072.Superseded values are not recommended for survey control.
 OP0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0072.See file dsdata.txt to determine how the superseded data were derived.
 OP0072
 OP0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ851576(NAD 83)
 OP0072_MARKER: DD = SURVEY DISK
 OP0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0072_SP_SET: ABUTMENT
 OP0072_STAMPING: 8303 A C 1974
 OP0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0072
 OP0072  HISTORY     - Date     Condition        Report By
 OP0072  HISTORY     - 1974     MONUMENTED       MNDT
 OP0072  HISTORY     - 1975     GOOD             MNDT
 OP0072
 OP0072                          STATION DESCRIPTION
 OP0072
 OP0072'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0072'2.2 MI N FROM TRUMAN.
 OP0072'THE MARK IS LOCATED 2.2 MILES NORTH ALONG TH 15 FROM THE JUNCTION OF
 OP0072'TH 15 AND CIRO STREET IN TRUMAN AND 2.2 MILES SOUTH OF TH 30.  IT IS
 OP0072'0.8 MILE NORTH OF THE MARTIN-WATONWAN COUNTY LINE AT BRIDGE NUMBER
 OP0072'4961 (TRUNK HIGHWAY 15 OVER PERCH CREEK).  THE MARK IS A STANDARD
 OP0072'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK
 OP0072'CEMENTED INTO THE SOUTHEAST CORNER (ABUTMENT) OF THE BRIDGE AND IS
 OP0072'19.2 FEET EAST AND 1 FOOT HIGHER THAN THE CENTERLINE OF THE HIGHWAY.
 OP0072'NW 1/4 SECTION 34, T 105N, R 30W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0067 ***********************************************************************
 OP0067  DESIGNATION -  8303 AE
 OP0067  PID         -  OP0067
 OP0067  STATE/COUNTY-  MN/WATONWAN
 OP0067  USGS QUAD   -  LEWISVILLE (1979)
 OP0067
 OP0067                         *CURRENT SURVEY CONTROL
 OP0067  ___________________________________________________________________
 OP0067* NAD 83(1986)-  43 52 36.     (N)    094 25 43.     (W)     SCALED    
 OP0067* NAVD 88     -       329.296  (meters)    1080.37   (feet)  ADJUSTED  
 OP0067  ___________________________________________________________________
 OP0067  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 OP0067  DYNAMIC HT  -         329.236 (meters)    1080.17  (feet)  COMP
 OP0067  MODELED GRAV-     980,427.2   (mgal)                       NAVD 88
 OP0067
 OP0067  VERT ORDER  -  SECOND    CLASS 0
 OP0067
 OP0067.The horizontal coordinates were scaled from a topographic map and have
 OP0067.an estimated accuracy of +/- 6 seconds.
 OP0067
 OP0067.The orthometric height was determined by differential leveling
 OP0067.and adjusted by the National Geodetic Survey in June 1991..
 OP0067
 OP0067.The geoid height was determined by GEOID03.
 OP0067
 OP0067.The dynamic height is computed by dividing the NAVD 88
 OP0067.geopotential number by the normal gravity value computed on the
 OP0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0067.degrees latitude (g = 980.6199 gals.).
 OP0067
 OP0067.The modeled gravity was interpolated from observed gravity values.
 OP0067
 OP0067;                    North         East    Units  Estimated Accuracy
 OP0067;SPC MN S     -   197,500.      765,550.      MT  (+/- 180 meters Scaled)
 OP0067
 OP0067                          SUPERSEDED SURVEY CONTROL
 OP0067
 OP0067  NGVD 29 (??/??/92)  329.244  (m)         1080.19   (f) ADJ UNCH    2 0
 OP0067
 OP0067.Superseded values are not recommended for survey control.
 OP0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0067.See file dsdata.txt to determine how the superseded data were derived.
 OP0067
 OP0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ852591(NAD 83)
 OP0067_MARKER: DD = SURVEY DISK
 OP0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0067_STAMPING: 8303 A E 1974
 OP0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0067+STABILITY: SURFACE MOTION
 OP0067
 OP0067  HISTORY     - Date     Condition        Report By
 OP0067  HISTORY     - 1974     MONUMENTED       MNDT
 OP0067  HISTORY     - 1975     GOOD             NGS
 OP0067
 OP0067                          STATION DESCRIPTION
 OP0067
 OP0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 OP0067'3.3 MI N FROM TRUMAN.
 OP0067'THE MARK IS LOCATED 3.3 MILES NORTH ALONG TH 15 FROM THE JUNCTION OF
 OP0067'TH 15 AND CIRO STREET IN TRUMAN, AND 3.2 MILES SOUTH ALONG TH 15 FROM
 OP0067'THE JUNCTION OF TH 15 AND COUNTY ROAD 23 IN LEWISVILLE.  IT IS 439.0
 OP0067'FEET EAST OF TH 15 AT MILE POINT 26.25 (STATION 1467 + 26), 141.0 FEET
 OP0067'WEST OF THE CENTER OF A DRIVEWAY SOUTH (TO A DOUBLE GARAGE), 49.0 FEET
 OP0067'SOUTH OF, AND LEVEL WITH THE CENTER LINE OF COUNTY ROAD 107, AND 13.0
 OP0067'FEET SOUTH-SOUTHWEST OF THE WEST END OF AN 18 INCH CONCRETE CULVERT
 OP0067'UNDER A FIELD ENTRANCE SOUTH.  IT IS 1.0 FEET NORTH OF A STEEL WITNESS
 OP0067'POST, IN A 6 FOOT PRECAST CONCRETE MAGNETIC MONUMENT PROJECTING 2
 OP0067'INCHES ABOVE GROUND.  NW 1/4 SECTION 27, T 105N, R 30W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0060 ***********************************************************************
 OP0060  DESIGNATION -  8303 AF
 OP0060  PID         -  OP0060
 OP0060  STATE/COUNTY-  MN/WATONWAN
 OP0060  USGS QUAD   -  LEWISVILLE (1979)
 OP0060
 OP0060                         *CURRENT SURVEY CONTROL
 OP0060  ___________________________________________________________________
 OP0060* NAD 83(1986)-  43 55 30.     (N)    094 26 19.     (W)     SCALED    
 OP0060* NAVD 88     -       324.673  (meters)    1065.20   (feet)  ADJUSTED  
 OP0060  ___________________________________________________________________
 OP0060  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 OP0060  DYNAMIC HT  -         324.614 (meters)    1065.00  (feet)  COMP
 OP0060  MODELED GRAV-     980,430.9   (mgal)                       NAVD 88
 OP0060
 OP0060  VERT ORDER  -  SECOND    CLASS 0
 OP0060
 OP0060.The horizontal coordinates were scaled from a topographic map and have
 OP0060.an estimated accuracy of +/- 6 seconds.
 OP0060
 OP0060.The orthometric height was determined by differential leveling
 OP0060.and adjusted by the National Geodetic Survey in June 1991..
 OP0060
 OP0060.The geoid height was determined by GEOID03.
 OP0060
 OP0060.The dynamic height is computed by dividing the NAVD 88
 OP0060.geopotential number by the normal gravity value computed on the
 OP0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0060.degrees latitude (g = 980.6199 gals.).
 OP0060
 OP0060.The modeled gravity was interpolated from observed gravity values.
 OP0060
 OP0060;                    North         East    Units  Estimated Accuracy
 OP0060;SPC MN S     -   202,870.      764,780.      MT  (+/- 180 meters Scaled)
 OP0060
 OP0060                          SUPERSEDED SURVEY CONTROL
 OP0060
 OP0060  NGVD 29 (??/??/92)  324.621  (m)         1065.03   (f) ADJ UNCH    2 0
 OP0060
 OP0060.Superseded values are not recommended for survey control.
 OP0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0060.See file dsdata.txt to determine how the superseded data were derived.
 OP0060
 OP0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ845645(NAD 83)
 OP0060_MARKER: DD = SURVEY DISK
 OP0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0060_SP_SET: BASE
 OP0060_STAMPING: 8303 A F 1974
 OP0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0060
 OP0060  HISTORY     - Date     Condition        Report By
 OP0060  HISTORY     - 1974     MONUMENTED       MNDT
 OP0060  HISTORY     - 1975     GOOD             MNDT
 OP0060
 OP0060                          STATION DESCRIPTION
 OP0060
 OP0060'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0060'IN LEWISVILLE.
 OP0060'THE MARK IS LOCATED IN LEWISVILLE, 0.5 MILES (6 CITY BLOCKS) WEST OF
 OP0060'TH 15 AND 0.1 (1 CITY BLOCK) NORTH OF COUNTY ROAD 23, IN THE NORTHWEST
 OP0060'CORNER OF A CITY PARK.  IT IS 70.0 FEET EAST OF THE CENTER OF A
 OP0060'NORTH-SOUTH STREET, 106.5 FEET NORTH WEST OF A FLAG POLE AND 38.0 FEET
 OP0060'NORTHWEST OF THE NORTHWEST CORNER OF A SMALL CONCRETE BLOCK (PUMP
 OP0060'HOUSE) BUILDING.  THE MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 OP0060'VERTICAL CONTROL MONUMENT (VCM) DISK CEMENTED INTO THE SOUTHEAST
 OP0060'CORNER OF THE 4 FOOT BY 4 FOOT CONCRETE BASE FOR THE CENTER STAND PIPE
 OP0060'OF LEWISVILLE WATER TANK.  IT IS 1.5 FEET ABOVE THE LEVEL OF THE LAWN.
 OP0060'SE 1/4 SECTION 4, T 105N, R 30W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0069 ***********************************************************************
 OP0069  DESIGNATION -  8303 AG
 OP0069  PID         -  OP0069
 OP0069  STATE/COUNTY-  MN/WATONWAN
 OP0069  USGS QUAD   -  LEWISVILLE (1979)
 OP0069
 OP0069                         *CURRENT SURVEY CONTROL
 OP0069  ___________________________________________________________________
 OP0069* NAD 83(1996)-  43 52 36.83904(N)    094 26 35.07641(W)     ADJUSTED  
 OP0069* NAVD 88     -       329.529  (meters)    1081.13   (feet)  ADJUSTED  
 OP0069  ___________________________________________________________________
 OP0069  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 OP0069  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 OP0069  DYNAMIC HT  -         329.469 (meters)    1080.93  (feet)  COMP
 OP0069  MODELED GRAV-     980,426.7   (mgal)                       NAVD 88
 OP0069
 OP0069  HORZ ORDER  -  THIRD
 OP0069  VERT ORDER  -  SECOND    CLASS 0
 OP0069
 OP0069.The horizontal coordinates were established by classical geodetic methods
 OP0069.and adjusted by the National Geodetic Survey in March 1999..
 OP0069.No horizontal observational check was made to the station.
 OP0069
 OP0069.The orthometric height was determined by differential leveling
 OP0069.and adjusted by the National Geodetic Survey in June 1991..
 OP0069
 OP0069.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0069
 OP0069.The geoid height was determined by GEOID03.
 OP0069
 OP0069.The dynamic height is computed by dividing the NAVD 88
 OP0069.geopotential number by the normal gravity value computed on the
 OP0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0069.degrees latitude (g = 980.6199 gals.).
 OP0069
 OP0069.The modeled gravity was interpolated from observed gravity values.
 OP0069
 OP0069;                    North         East     Units Scale Factor Converg.
 OP0069;SPC MN S     -   197,531.143   764,389.954   MT  0.99998104   -0 18 38.0
 OP0069;UTM  15      - 4,859,212.578   384,063.157   MT  0.99976532   -1 00 01.2
 OP0069
 OP0069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0069!SPC MN S     -   0.99995271  x   0.99998104  =   0.99993375
 OP0069!UTM  15      -   0.99995271  x   0.99976532  =   0.99971804
 OP0069
 OP0069                          SUPERSEDED SURVEY CONTROL
 OP0069
 OP0069  NAD 83(1986)-  43 52 36.83636(N)    094 26 35.07195(W) AD(       ) 3
 OP0069  NAD 27      -  43 52 36.98779(N)    094 26 34.21590(W) AD(       ) 3
 OP0069  NGVD 29 (??/??/92)  329.477  (m)         1080.96   (f) ADJ UNCH    2 0
 OP0069
 OP0069.Superseded values are not recommended for survey control.
 OP0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0069.See file dsdata.txt to determine how the superseded data were derived.
 OP0069
 OP0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8406359213(NAD 83)
 OP0069_MARKER: DD = SURVEY DISK
 OP0069_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OP0069+WITH SETTING: INTO GROUND
 OP0069_STAMPING: 8303 A G 1974
 OP0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0069+STABILITY: SURFACE MOTION
 OP0069
 OP0069  HISTORY     - Date     Condition        Report By
 OP0069  HISTORY     - 1974     MONUMENTED       MNDT
 OP0069  HISTORY     - 1975     GOOD             MNDT
 OP0069
 OP0069                          STATION DESCRIPTION
 OP0069
 OP0069'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0069'TO REACH FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND
 OP0069'TRUNK HIGHWAY 15, GO SOUTH ON TRUNK HIGHWAY 15 FOR 1.0 MILE TO A
 OP0069'ROAD ON THE RIGHT (COUNTY ROAD 8), TURN RIGHT AND GO WEST ON
 OP0069'COUNTY ROAD 8 FOR 0.7 MILE TO STATION ANTRIM MNHD.
 OP0069'
 OP0069'A STANDARD MNHD VERTICAL CONTROL MONUMENT
 OP0069'(VCM) DISK STAMPED 8303 AG 1974, IS CRIMPED ON THE TOP OF A 5/8
 OP0069'INCH DIAMETER BY 36 FOOT LONG DRIVEN COPPER COATED STEEL ROD THAT
 OP0069'IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 5 FEET BELOW
 OP0069'THE LEVEL OF COUNTY ROAD 8.  THE MARK IS 43 FEET SOUTH OF THE
 OP0069'CENTERLINE OF COUNTY ROAD 8 AND 1.4 FEET NORTH OF A STEEL
 OP0069'WITNESS POST.
 OP0069
 OP0069                          STATION RECOVERY (1975)
 OP0069
 OP0069'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 OP0069'3.2 MI S FROM LEWISVILLE.
 OP0069'THE MARK IS LOCATED 3.2 MILES SOUTH ALONG TH 15 FROM THE JUNCTION OF
 OP0069'TH 15 AND COUNTY ROAD 23 IN LEWISVILLE, THENCE, 0.7 MILES WEST ALONG
 OP0069'COUNTY ROAD 8.  IT IS 43.0 FEET SOUTH OF, AND 6 FEET LOWER THAN THE
 OP0069'CENTERLINE OF COUNTY ROAD 8, 62.0 FEET WEST OF TRAVERSE STATION
 OP0069'ANTRIM, AND 106.4 FEET SOUTHWEST OF ANTRIM RM 1.  THE MARK IS A
 OP0069'STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM)
 OP0069'DISK CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 36 FOOT LONG
 OP0069'COPPER-CLAD STEEL ROD DRIVEN FLUSH WITH THE GROUND.  IT IS 1.4 FEET
 OP0069'NORTH OF A STEEL WITNESS POST.  NW 1/4 SECTION 28, T 105N, R 30W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0064 ***********************************************************************
 OP0064  DESIGNATION -  8303 B
 OP0064  PID         -  OP0064
 OP0064  STATE/COUNTY-  MN/WATONWAN
 OP0064  USGS QUAD   -  LEWISVILLE (1979)
 OP0064
 OP0064                         *CURRENT SURVEY CONTROL
 OP0064  ___________________________________________________________________
 OP0064* NAD 83(1996)-  43 54 21.17463(N)    094 25 41.46328(W)     ADJUSTED  
 OP0064* NAVD 88     -       325.260  (meters)    1067.12   (feet)  ADJUSTED  
 OP0064  ___________________________________________________________________
 OP0064  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 OP0064  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 OP0064  DYNAMIC HT  -         325.202 (meters)    1066.93  (feet)  COMP
 OP0064  MODELED GRAV-     980,429.7   (mgal)                       NAVD 88
 OP0064
 OP0064  HORZ ORDER  -  THIRD
 OP0064  VERT ORDER  -  SECOND    CLASS 0
 OP0064
 OP0064.The horizontal coordinates were established by classical geodetic methods
 OP0064.and adjusted by the National Geodetic Survey in March 1999..
 OP0064.No horizontal observational check was made to the station.
 OP0064
 OP0064.The orthometric height was determined by differential leveling
 OP0064.and adjusted by the National Geodetic Survey in June 1991..
 OP0064
 OP0064.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0064
 OP0064.The geoid height was determined by GEOID03.
 OP0064
 OP0064.The dynamic height is computed by dividing the NAVD 88
 OP0064.geopotential number by the normal gravity value computed on the
 OP0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0064.degrees latitude (g = 980.6199 gals.).
 OP0064
 OP0064.The modeled gravity was interpolated from observed gravity values.
 OP0064
 OP0064;                    North         East     Units Scale Factor Converg.
 OP0064;SPC MN S     -   200,744.856   765,603.722   MT  0.99997570   -0 18 00.5
 OP0064;UTM  15      - 4,862,410.752   385,315.273   MT  0.99976177   -0 59 25.9
 OP0064
 OP0064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0064!SPC MN S     -   0.99995338  x   0.99997570  =   0.99992908
 OP0064!UTM  15      -   0.99995338  x   0.99976177  =   0.99971516
 OP0064
 OP0064                          SUPERSEDED SURVEY CONTROL
 OP0064
 OP0064  NAD 83(1986)-  43 54 21.17120(N)    094 25 41.45763(W) AD(       ) 3
 OP0064  NAD 27      -  43 54 21.32112(N)    094 25 40.60457(W) AD(       ) 3
 OP0064  NGVD 29 (??/??/92)  325.209  (m)         1066.96   (f) ADJ UNCH    2 0
 OP0064
 OP0064.Superseded values are not recommended for survey control.
 OP0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0064.See file dsdata.txt to determine how the superseded data were derived.
 OP0064
 OP0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8531562411(NAD 83)
 OP0064_MARKER: DD = SURVEY DISK
 OP0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0064_STAMPING: 8303 B 1969
 OP0064_MARK LOGO: MNHD  
 OP0064_PROJECTION: FLUSH
 OP0064_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0064+STABILITY: SURFACE MOTION
 OP0064
 OP0064  HISTORY     - Date     Condition        Report By
 OP0064  HISTORY     - 1974     MONUMENTED       MNHD
 OP0064  HISTORY     - 1975     GOOD             MNDT
 OP0064  HISTORY     - 20050422 GOOD             MNDT
 OP0064
 OP0064                          STATION DESCRIPTION
 OP0064
 OP0064'DESCRIBED BY MN HIGHWAY DEPT 1974
 OP0064'TO REACH FROM THE JUNCTION OF TRUNK HIGHWAY 15
 OP0064'AND COUNTY ROAD 10, GO SOUTH ON TRUNK HIGHWAY 15 FOR 1.0 MILE TO
 OP0064'THE MARK ON THE LEFT.
 OP0064'
 OP0064'A STANDARD MNHD BENCH MARK DISK STAMPED 8303
 OP0064'B 1969, IS SET IN A PRECAST MAGNETIC CONCRETE MONUMENT THAT
 OP0064'PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 OP0064'300 FEET EAST OF THE CENTERLINE OF TRUNK HIGH 15, 38 FEET SOUTH OF
 OP0064'CENTERLINE OF THE TOWNSHIP ROAD, 1 FOOT NORTH OF A FENCE LINE AND
 OP0064'0.6 FOOT WEST OF A STEEL WITNESS POST.
 OP0064
 OP0064                          STATION RECOVERY (1975)
 OP0064
 OP0064'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 OP0064'1.2 MI S FROM LEWISVILLE.
 OP0064'THE MARK IS LOCATED 1.2 MILES SOUTH ALONG TH 15 FROM THE JUNCTION OF
 OP0064'TH 15 AND COUNTY ROAD 23 IN LEWISVILLE, AND 1.0 MILE NORTH OF TH 30.
 OP0064'IT IS 300.0 FEET EAST OF TH 15 AT MILE POINT 28.25 (STATION 1573+03),
 OP0064'38.0 FEET SOUTH OF, AND ABOUT LEVEL WITH THE CENTER OF A TOWNSHIP
 OP0064'ROAD, AND 1.0 FOOT NORTH OF A FENCE LINE.  IT IS 0.6 FEET WEST OF A
 OP0064'STEEL WITNESS POST, IN A 6 FOOT PRECAST MAGNETIC CONCRETE MONUMENT
 OP0064'PROJECTING 2 INCHES ABOVE GROUND.  NW 1/4 SECTION 15, T 105N, R 30W.
 OP0064
 OP0064                          STATION RECOVERY (2005)
 OP0064
 OP0064'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 OP0064'0.75 MILES SOUTH OF LEWISVILLE, 300 FEET EAST OF TRUNK HIGHWAY 15, 38
 OP0064'FEET SOUTH OF TOWNSHIP ROAD, 1.0 FEET NORTH OF FENCELINE, 0.6 FEET
 OP0064'WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0061 ***********************************************************************
 OP0061  DESIGNATION -  8303 C 1
 OP0061  PID         -  OP0061
 OP0061  STATE/COUNTY-  MN/WATONWAN
 OP0061  USGS QUAD   -  LEWISVILLE (1979)
 OP0061
 OP0061                         *CURRENT SURVEY CONTROL
 OP0061  ___________________________________________________________________
 OP0061* NAD 83(1996)-  43 55 13.04258(N)    094 26 41.52159(W)     ADJUSTED  
 OP0061* NAVD 88     -       325.822  (meters)    1068.97   (feet)  ADJUSTED  
 OP0061  ___________________________________________________________________
 OP0061  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 OP0061  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 OP0061  DYNAMIC HT  -         325.764 (meters)    1068.78  (feet)  COMP
 OP0061  MODELED GRAV-     980,430.2   (mgal)                       NAVD 88
 OP0061
 OP0061  HORZ ORDER  -  THIRD
 OP0061  VERT ORDER  -  SECOND    CLASS 0
 OP0061
 OP0061.The horizontal coordinates were established by classical geodetic methods
 OP0061.and adjusted by the National Geodetic Survey in March 1999..
 OP0061.No horizontal observational check was made to the station.
 OP0061
 OP0061.The orthometric height was determined by differential leveling
 OP0061.and adjusted by the National Geodetic Survey in June 1991..
 OP0061
 OP0061.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0061
 OP0061.The geoid height was determined by GEOID03.
 OP0061
 OP0061.The dynamic height is computed by dividing the NAVD 88
 OP0061.geopotential number by the normal gravity value computed on the
 OP0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0061.degrees latitude (g = 980.6199 gals.).
 OP0061
 OP0061.The modeled gravity was interpolated from observed gravity values.
 OP0061
 OP0061;                    North         East     Units Scale Factor Converg.
 OP0061;SPC MN S     -   202,352.803   764,272.304   MT  0.99997314   -0 18 42.6
 OP0061;UTM  15      - 4,864,034.284   384,003.605   MT  0.99976549   -1 00 08.5
 OP0061
 OP0061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0061!SPC MN S     -   0.99995329  x   0.99997314  =   0.99992643
 OP0061!UTM  15      -   0.99995329  x   0.99976549  =   0.99971879
 OP0061
 OP0061                          SUPERSEDED SURVEY CONTROL
 OP0061
 OP0061  NAD 83(1986)-  43 55 13.03934(N)    094 26 41.51545(W) AD(       ) 3
 OP0061  NAD 27      -  43 55 13.18986(N)    094 26 40.66012(W) AD(       ) 3
 OP0061  NGVD 29 (??/??/92)  325.771  (m)         1068.80   (f) ADJ UNCH    2 0
 OP0061
 OP0061.Superseded values are not recommended for survey control.
 OP0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0061.See file dsdata.txt to determine how the superseded data were derived.
 OP0061
 OP0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8400464034(NAD 83)
 OP0061_MARKER: DD = SURVEY DISK
 OP0061_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OP0061+WITH SETTING: INTO GROUND
 OP0061_STAMPING: 8303 C 1 1974
 OP0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0061+STABILITY: SURFACE MOTION
 OP0061
 OP0061  HISTORY     - Date     Condition        Report By
 OP0061  HISTORY     - 1974     MONUMENTED       MNDT
 OP0061  HISTORY     - 1975     GOOD             MNDT
 OP0061
 OP0061                          STATION DESCRIPTION
 OP0061
 OP0061'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0061'A STANDARD MNHD VERTICAL CONTROL MONUMENT
 OP0061'(VCM) DISK STAMPED 8303 C1 1974, IS CRIMPED ON THE TOP OF A 5/8
 OP0061'INCH DIAMETER DRIVEN COPPER COATED STEEL ROD THAT IS FLUSH WITH THE
 OP0061'SURFACE OF THE GROUND.  THE MARK IS 49.5 FEET SOUTH OF THE
 OP0061'CENTERLINE OF COUNTY ROAD 10, 2.8 FEET WEST-NORTHWEST OF A POWER
 OP0061'POLE AND 1.5 FEET EAST-NORTHEAST OF A STEEL WITNESS POST.
 OP0061'THE STATION IS LOCATED ABOUT 1/2 MILE WEST-SOUTHWEST OF THE
 OP0061'TOWN OF LEWISVILLE.  IN THE NW 1/4 OF SECTION 9, T 105N, R 30W, ON
 OP0061'THE SOUTH RIGHT-OF-WAY OF COUNTY ROAD 10.
 OP0061'
 OP0061'TO REACH FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND
 OP0061'COUNTY ROAD 10, IN THE SOUTHEAST PART OF LEWISVILLE, GO WEST ON
 OP0061'COUNTY ROAD 10 FOR 0.75 MILE TO STATION LEW MNHD.
 OP0061'
 OP0061
 OP0061                          STATION RECOVERY (1975)
 OP0061
 OP0061'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 OP0061'0.8 MI SW FROM LEWISVILLE.
 OP0061'THE MARK IS LOCATED 0.2 MILES SOUTH ALONG T.H. 15 FROM THE JUNCTION OF
 OP0061'T.H. 15 AND COUNTY ROAD 23 IN LEWISVILLE, THENCE, 0.8 MILES WEST ALONG
 OP0061'COUNTY ROAD 23, AND 0.3 MILES WEST OF ABANDONED RAILROAD CROSSING. IT
 OP0061'IS 265.0 FEET WEST OF THE SOUTH END OF IN 18 INCH METAL CULVERT UNDER
 OP0061'COUNTY ROAD 10, 49.5 FEET SOUTH OF AND 2 FEET LOWER THAN THE COUNTY
 OP0061'ROAD 10 CENTERLINE, AND 2.8 FEET NORTH WEST OF A POWER POLE. IT IS
 OP0061'104.3 FEET WEST OF TRAVERSE STATION LEW AND 139.6 FEET SOUTHWEST OF
 OP0061'LEW REFERENCE MARK 1.  THE MARK IS A STANDARD MINNESOTA HIGHWAY
 OP0061'DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) THAT IS CRIMPED TO THE TOP
 OP0061'OF A 5/8 INCH DIAMETER BY 28 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN
 OP0061'FLUSH WITH THE GROUND.  IT IS 1.5 FEET EAST-NORTHEAST OF A STEEL
 OP0061'WITNESS POST.  NN 1/4 SECTION 9, T 105N, R 30W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0057 ***********************************************************************
 OP0057  DESIGNATION -  8303 D
 OP0057  PID         -  OP0057
 OP0057  STATE/COUNTY-  MN/WATONWAN
 OP0057  USGS QUAD   -  LEWISVILLE (1979)
 OP0057
 OP0057                         *CURRENT SURVEY CONTROL
 OP0057  ___________________________________________________________________
 OP0057* NAD 83(1986)-  43 56 06.     (N)    094 25 43.     (W)     SCALED    
 OP0057* NAVD 88     -       322.451  (meters)    1057.91   (feet)  ADJUSTED  
 OP0057  ___________________________________________________________________
 OP0057  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 OP0057  DYNAMIC HT  -         322.394 (meters)    1057.72  (feet)  COMP
 OP0057  MODELED GRAV-     980,432.0   (mgal)                       NAVD 88
 OP0057
 OP0057  VERT ORDER  -  SECOND    CLASS 0
 OP0057
 OP0057.The horizontal coordinates were scaled from a topographic map and have
 OP0057.an estimated accuracy of +/- 6 seconds.
 OP0057
 OP0057.The orthometric height was determined by differential leveling
 OP0057.and adjusted by the National Geodetic Survey in June 1991..
 OP0057
 OP0057.The geoid height was determined by GEOID03.
 OP0057
 OP0057.The dynamic height is computed by dividing the NAVD 88
 OP0057.geopotential number by the normal gravity value computed on the
 OP0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0057.degrees latitude (g = 980.6199 gals.).
 OP0057
 OP0057.The modeled gravity was interpolated from observed gravity values.
 OP0057
 OP0057;                    North         East    Units  Estimated Accuracy
 OP0057;SPC MN S     -   203,980.      765,590.      MT  (+/- 180 meters Scaled)
 OP0057
 OP0057                          SUPERSEDED SURVEY CONTROL
 OP0057
 OP0057  NGVD 29 (??/??/92)  322.400  (m)         1057.74   (f) ADJ UNCH    2 0
 OP0057
 OP0057.Superseded values are not recommended for survey control.
 OP0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0057.See file dsdata.txt to determine how the superseded data were derived.
 OP0057
 OP0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ853656(NAD 83)
 OP0057_MARKER: DD = SURVEY DISK
 OP0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0057_STAMPING: 8303 D 1969
 OP0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0057+STABILITY: SURFACE MOTION
 OP0057
 OP0057  HISTORY     - Date     Condition        Report By
 OP0057  HISTORY     - 1969     MONUMENTED       MNDT
 OP0057  HISTORY     - 1975     GOOD             MNDT
 OP0057
 OP0057                          STATION DESCRIPTION
 OP0057
 OP0057'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0057'0.8 MI N FROM LEWISVILLE.
 OP0057'THE MARK IS LOCATED 0.8 MILES NORTH ALONG TH 15 FROM THE JUNCTION OF
 OP0057'TH 15 AND COUNTY ROAD 23 IN LEWISVILLE, AND 3 MILES SOUTH OF TEN MILE
 OP0057'CORNER.  IT IS 278.0 FEET EAST OF THE TH 15 CENTERLINE AT MILEPOINT
 OP0057'30.3 (STATION 1679 AND 54), 131.0 FEET EAST OF A POWER POLE (WITH
 OP0057'GUYWIRE), 50.0 FEET NORTH OF AND LEVEL WITH THE CENTERLINE OF THE
 OP0057'COUNTY ROAD 10.  IT IS 0.5 FEET WEST OF A STEEL WITNESS POST, IN A 6
 OP0057'FOOT PRECAST CONCRETE (MAGNETIC) MONUMENT SET FLUSH WITH THE GROUND.
 OP0057'SW 1/4 SECTION 34, T 106N, R 30W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0056 ***********************************************************************
 OP0056  DESIGNATION -  8303 E
 OP0056  PID         -  OP0056
 OP0056  STATE/COUNTY-  MN/WATONWAN
 OP0056  USGS QUAD   -  LEWISVILLE (1979)
 OP0056
 OP0056                         *CURRENT SURVEY CONTROL
 OP0056  ___________________________________________________________________
 OP0056* NAD 83(1986)-  43 57 00.     (N)    094 25 43.     (W)     SCALED    
 OP0056* NAVD 88     -       321.657  (meters)    1055.30   (feet)  ADJUSTED  
 OP0056  ___________________________________________________________________
 OP0056  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 OP0056  DYNAMIC HT  -         321.600 (meters)    1055.12  (feet)  COMP
 OP0056  MODELED GRAV-     980,433.2   (mgal)                       NAVD 88
 OP0056
 OP0056  VERT ORDER  -  SECOND    CLASS 0
 OP0056
 OP0056.The horizontal coordinates were scaled from a topographic map and have
 OP0056.an estimated accuracy of +/- 6 seconds.
 OP0056
 OP0056.The orthometric height was determined by differential leveling
 OP0056.and adjusted by the National Geodetic Survey in June 1991..
 OP0056
 OP0056.The geoid height was determined by GEOID03.
 OP0056
 OP0056.The dynamic height is computed by dividing the NAVD 88
 OP0056.geopotential number by the normal gravity value computed on the
 OP0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0056.degrees latitude (g = 980.6199 gals.).
 OP0056
 OP0056.The modeled gravity was interpolated from observed gravity values.
 OP0056
 OP0056;                    North         East    Units  Estimated Accuracy
 OP0056;SPC MN S     -   205,650.      765,600.      MT  (+/- 180 meters Scaled)
 OP0056
 OP0056                          SUPERSEDED SURVEY CONTROL
 OP0056
 OP0056  NGVD 29 (??/??/92)  321.606  (m)         1055.14   (f) ADJ UNCH    2 0
 OP0056
 OP0056.Superseded values are not recommended for survey control.
 OP0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0056.See file dsdata.txt to determine how the superseded data were derived.
 OP0056
 OP0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ853673(NAD 83)
 OP0056_MARKER: DD = SURVEY DISK
 OP0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0056_STAMPING: 8303E 1969
 OP0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0056+STABILITY: SURFACE MOTION
 OP0056
 OP0056  HISTORY     - Date     Condition        Report By
 OP0056  HISTORY     - 1969     MONUMENTED       MNDT
 OP0056  HISTORY     - 1975     GOOD             MNDT
 OP0056
 OP0056                          STATION DESCRIPTION
 OP0056
 OP0056'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0056'2 MI N FROM LEWISVILLE.
 OP0056'THE MARK IS LOCATED 2.0 MILES NORTH ALONG TH 15 FROM THE JUNCTION OF
 OP0056'TH 15 AND COUNTY ROAD 23 IN LEWISVILLE AND 1.8 MILES SOUTH OF 10 MILE
 OP0056'CORNER.  IT IS 0.75 MILES SOUTH OF A TOWNSHIP ROAD CROSSING, 0.2 MILES
 OP0056'SOUTH OF AN ENTRANCE WEST TO A BARN AND SHED, 199 FEET EAST OF AND 2
 OP0056'FEET HIGHER THAN THE TH 15 CENTER LINE AT MILE POINT 31.45 IN A
 OP0056'CULTIVATED FIELD.  IT IS 0.4 FEET NORTH OF A STEEL WITNESS POST, IN A
 OP0056'6 FOOT PRECAST MAGNETIC CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE
 OP0056'THE GROUND.  SW 1/4 SECTION 27, T 106N, R 30W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0055 ***********************************************************************
 OP0055  DESIGNATION -  8303 F
 OP0055  PID         -  OP0055
 OP0055  STATE/COUNTY-  MN/WATONWAN
 OP0055  USGS QUAD   -  LEWISVILLE (1979)
 OP0055
 OP0055                         *CURRENT SURVEY CONTROL
 OP0055  ___________________________________________________________________
 OP0055* NAD 83(1996)-  43 57 50.21966(N)    094 25 42.73589(W)     ADJUSTED  
 OP0055* NAVD 88     -       319.975  (meters)    1049.78   (feet)  ADJUSTED  
 OP0055  ___________________________________________________________________
 OP0055  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 OP0055  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 OP0055  DYNAMIC HT  -         319.919 (meters)    1049.60  (feet)  COMP
 OP0055  MODELED GRAV-     980,434.2   (mgal)                       NAVD 88
 OP0055
 OP0055  HORZ ORDER  -  THIRD
 OP0055  VERT ORDER  -  SECOND    CLASS 0
 OP0055
 OP0055.The horizontal coordinates were established by classical geodetic methods
 OP0055.and adjusted by the National Geodetic Survey in March 1999..
 OP0055.No horizontal observational check was made to the station.
 OP0055
 OP0055.The orthometric height was determined by differential leveling
 OP0055.and adjusted by the National Geodetic Survey in June 1991..
 OP0055
 OP0055.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0055
 OP0055.The geoid height was determined by GEOID03.
 OP0055
 OP0055.The dynamic height is computed by dividing the NAVD 88
 OP0055.geopotential number by the normal gravity value computed on the
 OP0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0055.degrees latitude (g = 980.6199 gals.).
 OP0055
 OP0055.The modeled gravity was interpolated from observed gravity values.
 OP0055
 OP0055;                    North         East     Units Scale Factor Converg.
 OP0055;SPC MN S     -   207,196.726   765,609.149   MT  0.99996576   -0 18 01.3
 OP0055;UTM  15      - 4,868,860.739   385,398.482   MT  0.99976153   -0 59 30.5
 OP0055
 OP0055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0055!SPC MN S     -   0.99995421  x   0.99996576  =   0.99991997
 OP0055!UTM  15      -   0.99995421  x   0.99976153  =   0.99971575
 OP0055
 OP0055                          SUPERSEDED SURVEY CONTROL
 OP0055
 OP0055  NAD 83(1986)-  43 57 50.21556(N)    094 25 42.72892(W) AD(       ) 3
 OP0055  NAD 27      -  43 57 50.36477(N)    094 25 41.87273(W) AD(       ) 3
 OP0055  NGVD 29 (??/??/92)  319.924  (m)         1049.62   (f) ADJ UNCH    2 0
 OP0055
 OP0055.Superseded values are not recommended for survey control.
 OP0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0055.See file dsdata.txt to determine how the superseded data were derived.
 OP0055
 OP0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8539868861(NAD 83)
 OP0055_MARKER: DD = SURVEY DISK
 OP0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0055_STAMPING: 8303 F 1969
 OP0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0055+STABILITY: SURFACE MOTION
 OP0055
 OP0055  HISTORY     - Date     Condition        Report By
 OP0055  HISTORY     - 1974     MONUMENTED       MNDT
 OP0055  HISTORY     - 1975     GOOD             MNDT
 OP0055
 OP0055                          STATION DESCRIPTION
 OP0055
 OP0055'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0055'TO REACH FROM STATION FIELDON MNHD GO WEST ALONG
 OP0055'COUNTY ROAD 15 FOR 0.60 MILE TO TRUNK HIGHWAY 30 ON THE LEFT, TURN
 OP0055'LEFT AND GO SOUTH FOR 1.0 MILE TO THE MARK ON THE LEFT AT THE
 OP0055'INTERSECTION OF TRUNK HIGHWAY 30 AND A TOWNSHIP ROAD.
 OP0055'
 OP0055'A STANDARD MNHD BENCH MARK DISK STAMPED 8303 F
 OP0055'1969, IS SET IN A PRECAST, MAGNETIC CONCRETE MONUMENT THAT IS FLUSH
 OP0055'WITH THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET LOWER THAN THE
 OP0055'TOWNSHIP ROAD.  THE MARK IS 33.5 FEET SOUTH OF THE CENTERLINE OF
 OP0055'THE TOWNSHIP ROAD, 168 FEET EAST OF A POWER POLE, 215 FEET EAST
 OP0055'OF THE CENTERLINE OF COUNTY ROAD 15, AND 0.5 FOOT WEST OF A STEEL
 OP0055'WITNESS POST.
 OP0055
 OP0055                          STATION RECOVERY (1975)
 OP0055
 OP0055'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 OP0055'2.8 MI N FROM LEWISVILLE.
 OP0055'THE MARK IS LOCATED 2.8 MILES NORTH ALONG TH 15 FROM THE JUNCTION OF
 OP0055'TH 15 AND COUNTY ROAD 23 IN LEWISVILLE, AND 1 MILE SOUTH OF TEN MILE
 OP0055'CORNER.  IT IS 215 FEET EAST OF TH 15 AT MILE POINT 32.25 (STATION
 OP0055'1784+70), 168 FEET EAST OF A POWER POLE, 33.5 FEET SOUTH OF, AND 3
 OP0055'FEET LOWER THAN THE CENTER OF A TOWNSHIP ROAD.  IT IS 0.5 FEET WEST OF
 OP0055'A STEEL WITNESS POST IN A 6 FOOT PRECAST, CONCRETE, MAGNETIC MONUMENT
 OP0055'SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 21, 106N, R30W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0050 ***********************************************************************
 OP0050  DESIGNATION -  8303 H
 OP0050  PID         -  OP0050
 OP0050  STATE/COUNTY-  MN/WATONWAN
 OP0050  USGS QUAD   -  LEWISVILLE (1979)
 OP0050
 OP0050                         *CURRENT SURVEY CONTROL
 OP0050  ___________________________________________________________________
 OP0050* NAD 83(1986)-  43 58 42.     (N)    094 25 13.     (W)     SCALED    
 OP0050* NAVD 88     -       312.923  (meters)    1026.65   (feet)  ADJUSTED  
 OP0050  ___________________________________________________________________
 OP0050  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 OP0050  DYNAMIC HT  -         312.868 (meters)    1026.47  (feet)  COMP
 OP0050  MODELED GRAV-     980,435.5   (mgal)                       NAVD 88
 OP0050
 OP0050  VERT ORDER  -  SECOND    CLASS 0
 OP0050
 OP0050.The horizontal coordinates were scaled from a topographic map and have
 OP0050.an estimated accuracy of +/- 6 seconds.
 OP0050
 OP0050.The orthometric height was determined by differential leveling
 OP0050.and adjusted by the National Geodetic Survey in June 1991..
 OP0050
 OP0050.The geoid height was determined by GEOID03.
 OP0050
 OP0050.The dynamic height is computed by dividing the NAVD 88
 OP0050.geopotential number by the normal gravity value computed on the
 OP0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0050.degrees latitude (g = 980.6199 gals.).
 OP0050
 OP0050.The modeled gravity was interpolated from observed gravity values.
 OP0050
 OP0050;                    North         East    Units  Estimated Accuracy
 OP0050;SPC MN S     -   208,790.      766,280.      MT  (+/- 180 meters Scaled)
 OP0050
 OP0050                          SUPERSEDED SURVEY CONTROL
 OP0050
 OP0050  NGVD 29 (??/??/92)  312.872  (m)         1026.48   (f) ADJ UNCH    2 0
 OP0050
 OP0050.Superseded values are not recommended for survey control.
 OP0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0050.See file dsdata.txt to determine how the superseded data were derived.
 OP0050
 OP0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ860704(NAD 83)
 OP0050_MARKER: DD = SURVEY DISK
 OP0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0050_SP_SET: ABUTMENT
 OP0050_STAMPING: 8303 H 1974
 OP0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0050
 OP0050  HISTORY     - Date     Condition        Report By
 OP0050  HISTORY     - 1974     MONUMENTED       MNDT
 OP0050  HISTORY     - 1975     GOOD             MNDT
 OP0050  HISTORY     - 1978     GOOD             LOCENG
 OP0050
 OP0050                          STATION DESCRIPTION
 OP0050
 OP0050'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0050'3.8 MI N FROM LEWISVILLE.
 OP0050'THE MARK IS LOCATED 3.8 MILES NORTH ALONG TH 15 FROM THE JUNCTION OF
 OP0050'TH 15 AND COUNTY ROAD 23 IN LEWISVILLE, THENCE, 0.45 MILES EAST ALONG
 OP0050'COUNTY ROAD 15 (AT TEN MILE CORNER).  THIS MARK IS ALSO 5.5 MILES
 OP0050'SOUTH OF MADELIA.  THE MARK, A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 OP0050'VERTICAL CONTROL MONUMENT (VCM) DISK IS SET IN THE SOUTHEAST CORNER
 OP0050'(ABUTMENT) OF THE BRIDGE (COUNTY ROAD 15 OVER SPRING BRANCH CREEK) AND
 OP0050'IS 15 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  NW 1/4 SECTION 22, T
 OP0050'106N, R 30W.
 OP0050
 OP0050                          STATION RECOVERY (1978)
 OP0050
 OP0050'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 OP0050'THE BENCH MARK IS LOCATED 3.8 MILES NORTH ALONG TRUNK HIGHWAY 15 FROM
 OP0050'THE JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY ROAD 23 IN LEWISVILLE,
 OP0050'THENCE, 0.45 MILES EAST ALONG COUNTY ROAD 26 (AT TEN MILE CORNER).
 OP0050'THIS MARK IS ALSO 5.5 MILES SOUTH OF MADELIA. THE MARK, A STANDARD
 OP0050'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK IS
 OP0050'SET IN THE SOUTHEAST CORNER (ABUTMENT) OF THE BRIDGE (COUNTY ROAD 26
 OP0050'OVER SPRING BRANCH CREEK) AND IS 15 FEET SOUTH OF THE CENTERLINE OF
 OP0050'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0051 ***********************************************************************
 OP0051  DESIGNATION -  8303 J
 OP0051  PID         -  OP0051
 OP0051  STATE/COUNTY-  MN/WATONWAN
 OP0051  USGS QUAD   -  LEWISVILLE (1979)
 OP0051
 OP0051                         *CURRENT SURVEY CONTROL
 OP0051  ___________________________________________________________________
 OP0051* NAD 83(1996)-  43 58 42.40320(N)    094 25 01.65654(W)     ADJUSTED  
 OP0051* NAVD 88     -       319.818  (meters)    1049.27   (feet)  ADJUSTED  
 OP0051  ___________________________________________________________________
 OP0051  X           -    -354,074.374 (meters)                     COMP
 OP0051  Y           -  -4,583,694.571 (meters)                     COMP
 OP0051  Z           -   4,406,571.143 (meters)                     COMP
 OP0051  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 OP0051  ELLIP HEIGHT-         291.84  (meters)          (08/01/03) GPS OBS
 OP0051  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 OP0051  DYNAMIC HT  -         319.762 (meters)    1049.09  (feet)  COMP
 OP0051  MODELED GRAV-     980,435.6   (mgal)                       NAVD 88
 OP0051
 OP0051  HORZ ORDER  -  FIRST
 OP0051  VERT ORDER  -  SECOND    CLASS 0
 OP0051  ELLP ORDER  -  THIRD     CLASS I
 OP0051
 OP0051.The horizontal coordinates were established by GPS observations
 OP0051.and adjusted by the MN DEPT OF TRANSP in August 2003..
 OP0051
 OP0051.The orthometric height was determined by differential leveling
 OP0051.and adjusted by the National Geodetic Survey in June 1991..
 OP0051
 OP0051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0051
 OP0051.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0051
 OP0051.The ellipsoidal height was determined by GPS observations
 OP0051.and is referenced to NAD 83.
 OP0051
 OP0051.The geoid height was determined by GEOID03.
 OP0051
 OP0051.The dynamic height is computed by dividing the NAVD 88
 OP0051.geopotential number by the normal gravity value computed on the
 OP0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0051.degrees latitude (g = 980.6199 gals.).
 OP0051
 OP0051.The modeled gravity was interpolated from observed gravity values.
 OP0051
 OP0051;                    North         East     Units Scale Factor Converg.
 OP0051;SPC MN S     -   208,802.523   766,533.105   MT  0.99996344   -0 17 32.6
 OP0051;UTM  15      - 4,870,454.940   386,341.560   MT  0.99975888   -0 59 02.9
 OP0051
 OP0051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0051!SPC MN S     -   0.99995424  x   0.99996344  =   0.99991768
 OP0051!UTM  15      -   0.99995424  x   0.99975888  =   0.99971313
 OP0051
 OP0051                          SUPERSEDED SURVEY CONTROL
 OP0051
 OP0051  NAD 83(1996)-  43 58 42.40376(N)    094 25 01.65198(W) AD(       ) 3
 OP0051  NAD 83(1986)-  43 58 42.39954(N)    094 25 01.64494(W) AD(       ) 3
 OP0051  NAD 27      -  43 58 42.54868(N)    094 25 00.78895(W) AD(       ) 3
 OP0051  NAVD 88 (08/01/03)  319.82   (m)         1049.3    (f) LEVELING    3  
 OP0051  NGVD 29 (??/??/92)  319.767  (m)         1049.10   (f) ADJ UNCH    2 0
 OP0051
 OP0051.Superseded values are not recommended for survey control.
 OP0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0051.See file dsdata.txt to determine how the superseded data were derived.
 OP0051
 OP0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8634270455(NAD 83)
 OP0051_MARKER: DV = VERTICAL CONTROL DISK
 OP0051_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP0051_SP_SET: COPPER-CLAD STEEL ROD
 OP0051_STAMPING: 8303 J 1974
 OP0051_MARK LOGO: MNDT  
 OP0051_PROJECTION: FLUSH
 OP0051_MAGNETIC: I = MARKER IS A STEEL ROD
 OP0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0051+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003
 OP0051
 OP0051  HISTORY     - Date     Condition        Report By
 OP0051  HISTORY     - 1974     MONUMENTED       MNDT
 OP0051  HISTORY     - 1975     GOOD             MNDT
 OP0051  HISTORY     - 19861016 GOOD             MNDT
 OP0051  HISTORY     - 20021007 GOOD             MNDT
 OP0051  HISTORY     - 20030805 GOOD             MNDT
 OP0051
 OP0051                          STATION DESCRIPTION
 OP0051
 OP0051'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0051'TO REACH FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND
 OP0051'COUNTY ROAD 15, GO EAST ON COUNTY ROAD 15 FOR 0.6 MILE TO
 OP0051'STATION FIELDON MNHD.
 OP0051'
 OP0051'A STANDARD MNHD VERTICAL CONTROL MONUMENT
 OP0051'DISK STAMPED 8303 J 1974, IS CRIMPED ON A 5/8 INCH BY 40 FOOT
 OP0051'COPPER COATED STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE
 OP0051'GROUND, AND IS ABOUT 4 FEET LOWER THAN COUNTY ROAD 15.  THE MARK
 OP0051'IS 47.5 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 15, 2.5 FEET
 OP0051'EAST-NORTHEAST OF A POWER POLE, AND 1.5 FEET NORTH-NORTHWEST
 OP0051'OF A STEEL WITNESS POST.
 OP0051
 OP0051                          STATION RECOVERY (1975)
 OP0051
 OP0051'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 OP0051'3.8 MI N FROM LEWISVILLE.
 OP0051'THE MARK IS LOCATED 3.8 MILES NORTH ALONG TH 15 FROM THE JUNCTION OF
 OP0051'TH 15 AND COUNTY ROAD 23, THENCE, 0.65 MILES EAST ALONG COUNTY ROAD 15
 OP0051'(FROM TEN MILE CORNER).  IT IS 47.0 FEET SOUTH OF, AND 4 FEET LOWER
 OP0051'THAN THE CENTERLINE OF COUNTY ROAD 15 AND 2.5 FEET EAST OF A POWER
 OP0051'POLE.  IT IS 76.2 FEET SOUTH-SOUTHWEST OF TRAVERSE STATION FIELDON AND
 OP0051'111.0 FEET SOUTHWEST OF FIELDON REFERENCE MARK 1.  THE MARK, A
 OP0051'STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM)
 OP0051'DISK IS CRIMP ON TOP OF A 5/8 INCH DIAMETER BY 40 FOOT LONG
 OP0051'COPPER-CLAD STEEL ROD DRIVEN INTO THE GROUND.  IT IS 1.5 FEET
 OP0051'NORTHWEST OF A STEEL WITNESS POST.  NE 1/4 SECTION 22, T 106N, R 30W.
 OP0051
 OP0051                          STATION RECOVERY (1986)
 OP0051
 OP0051'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 OP0051'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH OF THE CITY OF
 OP0051'LEWISVILLE, 0.3 MI (0.5 KM) SOUTH ALONG TRUNK HIGHWAY 15 FROM ITS
 OP0051'JUNCTION WITH TRUNK HIGHWAYS 30 AND 60 SOUTH OF MADELIA, THENCE 0.65
 OP0051'MI (1.05 KM) EAST ALONG COUNTY ROAD 26, IN THE NE 1/4 OF SECTION 22,
 OP0051'T106N, R30W.  THE MARK, STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 OP0051'STAMPED---8303 J 1974---, IS FASTENED TO THE TOP OF A COPPER-CLAD
 OP0051'DRIVEN STEEL ROD, AND IS BURIED 0.1 FT (0.03 M) BELOW THE SURFACE OF
 OP0051'THE GROUND.  THE MARK IS 47.0 FT (14.3 M) SOUTH OF AND ABOUT 4 FT
 OP0051'(1.2 M) LOWER THAN THE CENTERLINE OF COUNTY ROAD 26, 134.2 FT
 OP0051'(40.9 M) SOUTHEAST OF A WOOD TELEPHONE CABLE MARKER POST, AND 1.5 FT
 OP0051'(0.5 M) NORTHWEST OF A STEEL WITNESS POST.  NOTE--ACCORDING TO A 1975
 OP0051'MNDT DESCRIPTION, THE ROD IS 40-FOOT LONG.
 OP0051
 OP0051                          STATION RECOVERY (2002)
 OP0051
 OP0051'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 OP0051'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED  4.5 MI SOUTH OF
 OP0051'MADELIA, 0.15 MI SOUTH ALONG TH 15 FROM JCT OF TH 15 AND TH 60, TO TH
 OP0051'15 MP 33, THEN 0.7 MI EAST ON CO RD 26, 110.95 FT SW OF STA FIELDON RM
 OP0051'1,  76.10 FT SSW OF STA FIELDON, 47.5 FT SOUTH OF CO RD 26, 2.5 FT ENE
 OP0051'OF P-POLE,  2.5 FT EAST OF CABLE MARKER POST, 1.5 FT NW OF WIT POST,
 OP0051'FLUSH, MAGNETIC, SUITABLE FOR GPS
 OP0051
 OP0051                          STATION RECOVERY (2003)
 OP0051
 OP0051'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 OP0051'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1340 ***********************************************************************
 OP1340  DESIGNATION -  8303 K
 OP1340  PID         -  OP1340
 OP1340  STATE/COUNTY-  MN/WATONWAN
 OP1340  USGS QUAD   -  LEWISVILLE (1979)
 OP1340
 OP1340                         *CURRENT SURVEY CONTROL
 OP1340  ___________________________________________________________________
 OP1340* NAD 83(1986)-  43 58 44.     (N)    094 25 49.     (W)     SCALED    
 OP1340* NAVD 88     -       322.665  (meters)    1058.61   (feet)  ADJUSTED  
 OP1340  ___________________________________________________________________
 OP1340  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 OP1340  DYNAMIC HT  -         322.609 (meters)    1058.43  (feet)  COMP
 OP1340  MODELED GRAV-     980,435.2   (mgal)                       NAVD 88
 OP1340
 OP1340  VERT ORDER  -  SECOND    CLASS II
 OP1340
 OP1340.The horizontal coordinates were scaled from a topographic map and have
 OP1340.an estimated accuracy of +/- 6 seconds.
 OP1340
 OP1340.The orthometric height was determined by differential leveling
 OP1340.and adjusted by the National Geodetic Survey in June 1995..
 OP1340
 OP1340.The geoid height was determined by GEOID03.
 OP1340
 OP1340.The dynamic height is computed by dividing the NAVD 88
 OP1340.geopotential number by the normal gravity value computed on the
 OP1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1340.degrees latitude (g = 980.6199 gals.).
 OP1340
 OP1340.The modeled gravity was interpolated from observed gravity values.
 OP1340
 OP1340;                    North         East    Units  Estimated Accuracy
 OP1340;SPC MN S     -   208,860.      765,480.      MT  (+/- 180 meters Scaled)
 OP1340
 OP1340                          SUPERSEDED SURVEY CONTROL
 OP1340
 OP1340.No superseded survey control is available for this station.
 OP1340
 OP1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ852705(NAD 83)
 OP1340_MARKER: DV = VERTICAL CONTROL DISK
 OP1340_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP1340_SP_SET: BRIDGE ABUTMENT
 OP1340_STAMPING: 8303 K 1980
 OP1340_MARK LOGO: MNDT  
 OP1340_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1340
 OP1340  HISTORY     - Date     Condition        Report By
 OP1340  HISTORY     - 1980     MONUMENTED       MNDT
 OP1340  HISTORY     - 19861016 GOOD             MNDT
 OP1340
 OP1340                          STATION DESCRIPTION
 OP1340
 OP1340'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1340'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) SOUTH OF THE TOWN OF MADELIA,
 OP1340'IN THE NE 1/4 OF SECTION 21, T106N, R30W, IN THE SOUTHEAST CORNER OF
 OP1340'BRIDGE NUMBER 83005 (TRUNK HIGHWAY 15 OVER TRUNK HIGHWAYS 60 AND 30).
 OP1340'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 OP1340'STAMPED---8303 K 1980---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF
 OP1340'THE SOUTHEAST ABUTMENT OF THE BRIDGE AND IS ABOUT 0.5 FT (0.2 M)
 OP1340'ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK IS 16.0 FT (4.9 M) EAST OF
 OP1340'THE CENTERLINE OF TRUNK HIGHWAY 15 AT MILEPOINT 77.55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0082 ***********************************************************************
 PQ0082  DESIGNATION -  8304 D
 PQ0082  PID         -  PQ0082
 PQ0082  STATE/COUNTY-  MN/WATONWAN
 PQ0082  USGS QUAD   -  MADELIA (1965)
 PQ0082
 PQ0082                         *CURRENT SURVEY CONTROL
 PQ0082  ___________________________________________________________________
 PQ0082* NAD 83(1986)-  44 02 10.     (N)    094 25 08.     (W)     SCALED    
 PQ0082* NAVD 88     -       315.063  (meters)    1033.67   (feet)  ADJUSTED  
 PQ0082  ___________________________________________________________________
 PQ0082  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 PQ0082  DYNAMIC HT  -         315.007 (meters)    1033.49  (feet)  COMP
 PQ0082  MODELED GRAV-     980,431.2   (mgal)                       NAVD 88
 PQ0082
 PQ0082  VERT ORDER  -  SECOND    CLASS 0
 PQ0082
 PQ0082.The horizontal coordinates were scaled from a topographic map and have
 PQ0082.an estimated accuracy of +/- 6 seconds.
 PQ0082
 PQ0082.The orthometric height was determined by differential leveling
 PQ0082.and adjusted by the National Geodetic Survey in June 1991..
 PQ0082
 PQ0082.The geoid height was determined by GEOID03.
 PQ0082
 PQ0082.The dynamic height is computed by dividing the NAVD 88
 PQ0082.geopotential number by the normal gravity value computed on the
 PQ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0082.degrees latitude (g = 980.6199 gals.).
 PQ0082
 PQ0082.The modeled gravity was interpolated from observed gravity values.
 PQ0082
 PQ0082;                    North         East    Units  Estimated Accuracy
 PQ0082;SPC MN S     -   215,210.      766,430.      MT  (+/- 180 meters Scaled)
 PQ0082
 PQ0082                          SUPERSEDED SURVEY CONTROL
 PQ0082
 PQ0082  NGVD 29 (??/??/92)  315.003  (m)         1033.47   (f) ADJ UNCH    2 0
 PQ0082
 PQ0082.Superseded values are not recommended for survey control.
 PQ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0082.See file dsdata.txt to determine how the superseded data were derived.
 PQ0082
 PQ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ863768(NAD 83)
 PQ0082_MARKER: DD = SURVEY DISK
 PQ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0082_STAMPING: 8304-D 1953
 PQ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0082+STABILITY: SURFACE MOTION
 PQ0082
 PQ0082  HISTORY     - Date     Condition        Report By
 PQ0082  HISTORY     - 1953     MONUMENTED       MNDT
 PQ0082  HISTORY     - 1953     GOOD             MNDT
 PQ0082
 PQ0082                          STATION DESCRIPTION
 PQ0082
 PQ0082'DESCRIBED BY MN DEPT OF TRANSP 1953
 PQ0082'0.5 MI S FROM MADELIA.
 PQ0082'MARK IS LOCATED 0.5 MILES SOUTH ALONG T.H. 15 FROM THE JUNCTION OF
 PQ0082'T.H. 15 AND T.H. 60 IN MADELIA, 0.2 MILES SOUTH OF THE WATONWAN RIVER,
 PQ0082'73 FEET EAST OF, AND 2 FEET LOWER THAN THE CENTERLINE OF T.H. 15 AT
 PQ0082'MILE POINT 73.45, 37 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 9, 67
 PQ0082'FEET WEST OF THE CENTER OF AN ENTRANCE TO AN ELECTRIC POWER
 PQ0082'SUB-STATION, 42 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE FENCE
 PQ0082'AROUND THE SUB-STATION, 62.7 FEET WEST-NORTHWEST OF A POWER POLE, 17.4
 PQ0082'FEET NORTH-NORTHEAST OF A POWER POLE, 0.3 FEET WEST OF A STEEL WITNESS
 PQ0082'POST IN A 6 FOOT PRECAST MONUMENT SET FLUSH WITH THE GROUND. NE 1/4
 PQ0082'SECTION 34, T 107, R 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0083 ***********************************************************************
 PQ0083  DESIGNATION -  8304 E
 PQ0083  PID         -  PQ0083
 PQ0083  STATE/COUNTY-  MN/WATONWAN
 PQ0083  USGS QUAD   -  MADELIA (1965)
 PQ0083
 PQ0083                         *CURRENT SURVEY CONTROL
 PQ0083  ___________________________________________________________________
 PQ0083* NAD 83(1986)-  44 02 35.     (N)    094 25 11.     (W)     SCALED    
 PQ0083* NAVD 88     -       301.941  (meters)     990.62   (feet)  ADJUSTED  
 PQ0083  ___________________________________________________________________
 PQ0083  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 PQ0083  DYNAMIC HT  -         301.887 (meters)     990.44  (feet)  COMP
 PQ0083  MODELED GRAV-     980,431.7   (mgal)                       NAVD 88
 PQ0083
 PQ0083  VERT ORDER  -  SECOND    CLASS 0
 PQ0083
 PQ0083.The horizontal coordinates were scaled from a topographic map and have
 PQ0083.an estimated accuracy of +/- 6 seconds.
 PQ0083
 PQ0083.The orthometric height was determined by differential leveling
 PQ0083.and adjusted by the National Geodetic Survey in June 1991..
 PQ0083
 PQ0083.The geoid height was determined by GEOID03.
 PQ0083
 PQ0083.The dynamic height is computed by dividing the NAVD 88
 PQ0083.geopotential number by the normal gravity value computed on the
 PQ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0083.degrees latitude (g = 980.6199 gals.).
 PQ0083
 PQ0083.The modeled gravity was interpolated from observed gravity values.
 PQ0083
 PQ0083;                    North         East    Units  Estimated Accuracy
 PQ0083;SPC MN S     -   215,980.      766,360.      MT  (+/- 180 meters Scaled)
 PQ0083
 PQ0083                          SUPERSEDED SURVEY CONTROL
 PQ0083
 PQ0083  NGVD 29 (??/??/92)  301.880  (m)          990.42   (f) ADJ UNCH    2 0
 PQ0083
 PQ0083.Superseded values are not recommended for survey control.
 PQ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0083.See file dsdata.txt to determine how the superseded data were derived.
 PQ0083
 PQ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ862776(NAD 83)
 PQ0083_MARKER: DD = SURVEY DISK
 PQ0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0083_STAMPING: 8304-E 1973
 PQ0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0083+STABILITY: SURFACE MOTION
 PQ0083
 PQ0083  HISTORY     - Date     Condition        Report By
 PQ0083  HISTORY     - 1973     MONUMENTED       MNDT
 PQ0083
 PQ0083                          STATION DESCRIPTION
 PQ0083
 PQ0083'DESCRIBED BY MN DEPT OF TRANSP 1973
 PQ0083'IN MADELIA.
 PQ0083'MARK IS LOCATED AT THE JUNCTION OF T.H. 15 AND T.H. 60 IN MADELIA, 70
 PQ0083'FEET NORTHWEST OF THE CENTERLINE OF T.H. 60 AT MILE POINT 83.6, 29.5
 PQ0083'FEET EAST OF THE CENTERLINE OF T.H. 15 AT MILE POINT 37.95, 47.5 FEET
 PQ0083'SOUTH OF A POWER POLE (WITH AN ARC LIGHT), 46.5 FEET SOUTHWEST OF A 6
 PQ0083'INCH DROP INLET AT THE WEST SIDE OF THE WEST ENTRANCE TO A SKELLY
 PQ0083'SERVICE STATION, 1 FOOT NORTHEAST OF THE FACE OF A CONCRETE CURB, IN A
 PQ0083'6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4
 PQ0083'SECTION 27, T 107, R 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC4891 ***********************************************************************
 AC4891  CBN         -  This is a Cooperative Base Network Control Station.
 AC4891  DESIGNATION -  8305 D
 AC4891  PID         -  AC4891
 AC4891  STATE/COUNTY-  MN/WATONWAN
 AC4891  USGS QUAD   -  MADELIA (1965)
 AC4891
 AC4891                         *CURRENT SURVEY CONTROL
 AC4891  ___________________________________________________________________
 AC4891* NAD 83(1996)-  44 05 41.21979(N)    094 25 08.59490(W)     ADJUSTED  
 AC4891* NAVD 88     -       308.64   (meters)    1012.6    (feet)  LEVELING  
 AC4891  ___________________________________________________________________
 AC4891  X           -    -353,535.565 (meters)                     COMP
 AC4891  Y           -  -4,574,715.358 (meters)                     COMP
 AC4891  Z           -   4,415,856.655 (meters)                     COMP
 AC4891  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AC4891  ELLIP HEIGHT-         280.59  (meters)          (01/15/97) GPS OBS
 AC4891  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AC4891
 AC4891  HORZ ORDER  -  B
 AC4891  VERT ORDER  -  THIRD ?
 AC4891  ELLP ORDER  -  FOURTH    CLASS I
 AC4891
 AC4891.The horizontal coordinates were established by GPS observations
 AC4891.and adjusted by the National Geodetic Survey in January 1997..
 AC4891
 AC4891.The orthometric height was determined by differential leveling.
 AC4891.The vertical network tie was performed by a horz. field party for horz.
 AC4891.obs reductions. Reset procedures were used to establish the elevation.
 AC4891
 AC4891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4891
 AC4891.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC4891
 AC4891.The ellipsoidal height was determined by GPS observations
 AC4891.and is referenced to NAD 83.
 AC4891
 AC4891.The geoid height was determined by GEOID03.
 AC4891
 AC4891;                    North         East     Units Scale Factor Converg.
 AC4891;SPC MN S     -   221,729.214   766,444.739   MT  0.99994709   -0 17 37.4
 AC4891;UTM  15      - 4,883,379.219   386,409.487   MT  0.99975869   -0 59 15.2
 AC4891
 AC4891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4891!SPC MN S     -   0.99995600  x   0.99994709  =   0.99990310
 AC4891!UTM  15      -   0.99995600  x   0.99975869  =   0.99971471
 AC4891
 AC4891                          SUPERSEDED SURVEY CONTROL
 AC4891
 AC4891.No superseded survey control is available for this station.
 AC4891
 AC4891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8640983379(NAD 83)
 AC4891_MARKER: DB = BENCH MARK DISK
 AC4891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4891_STAMPING: 8305 D 1972
 AC4891_MARK LOGO: MNHD  
 AC4891_PROJECTION: RECESSED 5 CENTIMETERS
 AC4891_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC4891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4891+STABILITY: SURFACE MOTION
 AC4891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4891+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 AC4891
 AC4891  HISTORY     - Date     Condition        Report By
 AC4891  HISTORY     - 1972     MONUMENTED       MNHD
 AC4891  HISTORY     - 19940829 GOOD             MNDT
 AC4891  HISTORY     - 19991119 GOOD             MNDT
 AC4891  HISTORY     - 20021003 GOOD             MNDT
 AC4891  HISTORY     - 20030806 GOOD             MNDT
 AC4891  HISTORY     - 20040825 GOOD             MNDT
 AC4891  HISTORY     - 20050715 GOOD             MNDT
 AC4891
 AC4891                          STATION DESCRIPTION
 AC4891
 AC4891'DESCRIBED BY MN DEPT OF TRANSP 1994 (DKH)
 AC4891'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 3
 AC4891'MI (4.8 KM) NORTH OF THE TOWN OF MADELIA IN THE SE 1/4 OF SECTION 3,
 AC4891'T107N, R30W.  TO REACH THE MARK FROM THE JCT OF TH 60 AND TH 15 ON THE
 AC4891'SOUTH EDGE OF MADELIA, GO NORTH ALONG TH 15 FOR 3.15 MI (5.07 KM) TO
 AC4891'TH 15 MP 41.55 AND THE MARK ON THE RIGHT.  THE MARK, A DISK SET IN A
 AC4891'CONC MON, IS 75 FT (22.9 M) EAST OF TH 15, 126.5 FT (38.6 M) NORTH OF
 AC4891'A TWP RD, 92.4 FT (28.2 M) NORTH OF A P-POLE, 3.9 FT (1.2 M) SOUTH OF
 AC4891'A R/W POST, AND 2.9 FT (0.9 M) NORTH OF A WIT POST.  RECOVERED AND
 AC4891'DESCRIBED BY DAVID K.  HERDER, TYPED BY D.J.E.
 AC4891
 AC4891                          STATION RECOVERY (1999)
 AC4891
 AC4891'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 AC4891'RECOVERED AS DESCRIBED.
 AC4891
 AC4891                          STATION RECOVERY (2002)
 AC4891
 AC4891'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 AC4891'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 3 MI NORTH OF
 AC4891'MADELIA, 3.15 MI NORTH ALONG TH 15 FROM NORTH JCT OF TH 60 AND TH 15,
 AC4891'AT TH 15 MP 41.55, 126.5 FT NORTH OF TWP RD, 75 FT EAST OF TH 15, 3.9
 AC4891'FT SOUTH OF R/W POST, 2.9 FT NORTH OF WIT POST, RECESSED 2.4 INCHES,
 AC4891'MAGNETIC,  SUITABLE FOR GPS
 AC4891
 AC4891                          STATION RECOVERY (2003)
 AC4891
 AC4891'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AC4891'3 MILES NORTH OF MADELIA, 3.15 MILES NORTH ALONG TRUNK HIGHWAY 15 FROM
 AC4891'NORTH JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 15, AT TRUNK
 AC4891'HIGHWAY 15 MILEPOINT 41.55, 126.5 FEET NORTH OF TOWNSHIP ROAD, 75 FEET
 AC4891'EAST OF TRUNK HIGHWAY 15, 3.9 FEET SOUTH OF R/W POST, 2.9 FEET NORTH
 AC4891'OF WITNESS POST.
 AC4891
 AC4891                          STATION RECOVERY (2004)
 AC4891
 AC4891'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AC4891'3 MILES NORTH OF MADELIA, 3.15 MILES NORTH ALONG TRUNK HIGHWAY 15 FROM
 AC4891'NORTH JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 15, AT TRUNK
 AC4891'HIGHWAY 15 MILEPOINT 41.55, 75 FEET EAST OF TRUNK HIGHWAY 15, 126.5
 AC4891'FEET NORTH OF TOWNSHIP ROAD, 3.9 FEET SOUTH OF RIGHT OF WAY POST, 2.9
 AC4891'FEET NORTH OF WITNESS POST
 AC4891
 AC4891                          STATION RECOVERY (2005)
 AC4891
 AC4891'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (CDO)
 AC4891'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AC4891'THE MARK IS 3.0 MILES (4.8 KM) NORTH OF MADELIA, 3.15 MILES (5.07 KM)
 AC4891'NORTH ALONG TRUNK HIGHWAY 15 FROM NORTH JUNCTION OF TRUNK HIGHWAY 60
 AC4891'AND TRUNK HIGHWAY 15, AT TRUNK HIGHWAY 15 MILEPOINT 41.55, 75 FEET
 AC4891'(22.9 M) EAST OF TRUNK HIGHWAY 15, 126.5 FEET (38.6 M) NORTH OF
 AC4891'TOWNSHIP ROAD, 3.9 FEET (1.2 M) SOUTH OF RIGHT OF WAY POST, 2.9 FEET
 AC4891'(0.9 M) NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0065 ***********************************************************************
 OP0065  DESIGNATION -  8306 A
 OP0065  PID         -  OP0065
 OP0065  STATE/COUNTY-  MN/WATONWAN
 OP0065  USGS QUAD   -  LEWISVILLE (1979)
 OP0065
 OP0065                         *CURRENT SURVEY CONTROL
 OP0065  ___________________________________________________________________
 OP0065* NAD 83(1986)-  43 53 30.     (N)    094 25 43.     (W)     SCALED    
 OP0065* NAVD 88     -       328.429  (meters)    1077.52   (feet)  ADJUSTED  
 OP0065  ___________________________________________________________________
 OP0065  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 OP0065  DYNAMIC HT  -         328.370 (meters)    1077.33  (feet)  COMP
 OP0065  MODELED GRAV-     980,428.5   (mgal)                       NAVD 88
 OP0065
 OP0065  VERT ORDER  -  SECOND    CLASS 0
 OP0065
 OP0065.The horizontal coordinates were scaled from a topographic map and have
 OP0065.an estimated accuracy of +/- 6 seconds.
 OP0065
 OP0065.The orthometric height was determined by differential leveling
 OP0065.and adjusted by the National Geodetic Survey in June 1991..
 OP0065
 OP0065.The geoid height was determined by GEOID03.
 OP0065
 OP0065.The dynamic height is computed by dividing the NAVD 88
 OP0065.geopotential number by the normal gravity value computed on the
 OP0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0065.degrees latitude (g = 980.6199 gals.).
 OP0065
 OP0065.The modeled gravity was interpolated from observed gravity values.
 OP0065
 OP0065;                    North         East    Units  Estimated Accuracy
 OP0065;SPC MN S     -   199,170.      765,560.      MT  (+/- 180 meters Scaled)
 OP0065
 OP0065                          SUPERSEDED SURVEY CONTROL
 OP0065
 OP0065  NGVD 29 (??/??/92)  328.378  (m)         1077.35   (f) ADJ UNCH    2 0
 OP0065
 OP0065.Superseded values are not recommended for survey control.
 OP0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0065.See file dsdata.txt to determine how the superseded data were derived.
 OP0065
 OP0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ852608(NAD 83)
 OP0065_MARKER: DD = SURVEY DISK
 OP0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0065_STAMPING: 8306 A 1967
 OP0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0065+STABILITY: SURFACE MOTION
 OP0065
 OP0065  HISTORY     - Date     Condition        Report By
 OP0065  HISTORY     - 1967     MONUMENTED       MNDT
 OP0065  HISTORY     - 1975     GOOD             MNDT
 OP0065
 OP0065                          STATION DESCRIPTION
 OP0065
 OP0065'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0065'2.2 MI S FROM LEWISVILLE.
 OP0065'THE MARK IS LOCATED 2.2 MILES SOUTH ALONG T.H. 15 FROM THE JUNCTION OF
 OP0065'T.H. 15 AND COUNTY ROAD 23 AT LEWISVILLE.  IT IS 84.6 FEET EAST OF THE
 OP0065'CENTERLINE OF T.H. 15 AT MILEPOINT 27.25, 65.0 FEET NORTH OF THE
 OP0065'CENTERLINE OF T.H. 30 AT MILEPOINT 119, 96.4 FEET WEST OF THE WEST END
 OP0065'OF A 15 INCH METAL CULVERT UNDER A DRIVEWAY NORTH 45.5 FEET
 OP0065'WEST-SOUTHWEST OF A 10 INCH ELM TREE AND 30.5 FEET SOUTH-SOUTHWEST OF
 OP0065'A 10 INCH ELM TREE.  IT IS 0.5 FEET SOUTHWEST OF A STEEL WITNESS POST,
 OP0065'IN A 6 FOOT CONCRETE MAGNETIC MONUMENT PROJECTING 2 INCHES ABOVE THE
 OP0065'LAWN.  SE 1/4 SECTION 15, T 105N, R 30W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0066 ***********************************************************************
 OP0066  DESIGNATION -  8306 B
 OP0066  PID         -  OP0066
 OP0066  STATE/COUNTY-  MN/WATONWAN
 OP0066  USGS QUAD   -  LEWISVILLE (1979)
 OP0066
 OP0066                         *CURRENT SURVEY CONTROL
 OP0066  ___________________________________________________________________
 OP0066* NAD 83(1986)-  43 53 30.     (N)    094 24 31.     (W)     SCALED    
 OP0066* NAVD 88     -       325.956  (meters)    1069.41   (feet)  ADJUSTED  
 OP0066  ___________________________________________________________________
 OP0066  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 OP0066  DYNAMIC HT  -         325.897 (meters)    1069.21  (feet)  COMP
 OP0066  MODELED GRAV-     980,429.1   (mgal)                       NAVD 88
 OP0066
 OP0066  VERT ORDER  -  SECOND    CLASS 0
 OP0066
 OP0066.The horizontal coordinates were scaled from a topographic map and have
 OP0066.an estimated accuracy of +/- 6 seconds.
 OP0066
 OP0066.The orthometric height was determined by differential leveling
 OP0066.and adjusted by the National Geodetic Survey in June 1991..
 OP0066
 OP0066.The geoid height was determined by GEOID03.
 OP0066
 OP0066.The dynamic height is computed by dividing the NAVD 88
 OP0066.geopotential number by the normal gravity value computed on the
 OP0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0066.degrees latitude (g = 980.6199 gals.).
 OP0066
 OP0066.The modeled gravity was interpolated from observed gravity values.
 OP0066
 OP0066;                    North         East    Units  Estimated Accuracy
 OP0066;SPC MN S     -   199,160.      767,170.      MT  (+/- 180 meters Scaled)
 OP0066
 OP0066                          SUPERSEDED SURVEY CONTROL
 OP0066
 OP0066  NGVD 29 (??/??/92)  325.905  (m)         1069.24   (f) ADJ UNCH    2 0
 OP0066
 OP0066.Superseded values are not recommended for survey control.
 OP0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0066.See file dsdata.txt to determine how the superseded data were derived.
 OP0066
 OP0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ868608(NAD 83)
 OP0066_MARKER: DD = SURVEY DISK
 OP0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0066_STAMPING: 8306 B 1967 1069
 OP0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0066+STABILITY: SURFACE MOTION
 OP0066
 OP0066  HISTORY     - Date     Condition        Report By
 OP0066  HISTORY     - 1967     MONUMENTED       MNDT
 OP0066  HISTORY     - 1975     GOOD             MNDT
 OP0066
 OP0066                          STATION DESCRIPTION
 OP0066
 OP0066'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0066'2.4 MI SE FROM LEWISVILLE.
 OP0066'THE MARK IS LOCATED 2.2 MILES SOUTH ALONG T.H. 15 FROM THE JUNCTION OF
 OP0066'T.H. 15 AND COUNTY ROAD 23 IN LEWISVILLE, THENCE, 1.0 MILES EAST ALONG
 OP0066'T.H. 30.  IT IS 151.0 FEET NORTHWEST OF T.H. 30 MILEPOST NUMBER 120,
 OP0066'88.8 FEET NORTH OF, AND 3 FEET LOWER THAN THE T.H. 30 CENTERLINE
 OP0066'(STATION 53+90), 120.4 FEET EAST-SOUTHEAST OF AN UNDER GROUND CABLE
 OP0066'MARKER (INDEPENDENT TELEPHONE), 73.0 FEET EAST OF THE CENTER OF A
 OP0066'TOWNSHIP ROAD AND 68.5 FEET NORTHEAST OF EAST END OF AN 18 INCH METAL
 OP0066'CULVERT UNDER THE TOWNSHIP ROAD.  IT IS 0.5 FEET SOUTH OF A STEEL
 OP0066'WITNESS POST, IN A 6 FOOT PRECAST MAGNETIC CONCRETE MONUMENT
 OP0066'PROJECTING 2 INCHES ABOVE GROUND.  SW 1/4 SECTION 14, T 105, R 30W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0223 ***********************************************************************
 OP0223  DESIGNATION -  8308 A 1
 OP0223  PID         -  OP0223
 OP0223  STATE/COUNTY-  MN/WATONWAN
 OP0223  USGS QUAD   -  BUTTERFIELD (1970)
 OP0223
 OP0223                         *CURRENT SURVEY CONTROL
 OP0223  ___________________________________________________________________
 OP0223* NAD 83(1986)-  43 57 11.     (N)    094 49 29.     (W)     SCALED    
 OP0223* NAVD 88     -       372.613  (meters)    1222.48   (feet)  ADJUSTED  
 OP0223  ___________________________________________________________________
 OP0223  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 OP0223  DYNAMIC HT  -         372.540 (meters)    1222.24  (feet)  COMP
 OP0223  MODELED GRAV-     980,412.1   (mgal)                       NAVD 88
 OP0223
 OP0223  VERT ORDER  -  SECOND    CLASS 0
 OP0223
 OP0223.The horizontal coordinates were scaled from a topographic map and have
 OP0223.an estimated accuracy of +/- 6 seconds.
 OP0223
 OP0223.The orthometric height was determined by differential leveling
 OP0223.and adjusted by the National Geodetic Survey in June 1991..
 OP0223
 OP0223.The geoid height was determined by GEOID03.
 OP0223
 OP0223.The dynamic height is computed by dividing the NAVD 88
 OP0223.geopotential number by the normal gravity value computed on the
 OP0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0223.degrees latitude (g = 980.6199 gals.).
 OP0223
 OP0223.The modeled gravity was interpolated from observed gravity values.
 OP0223
 OP0223;                    North         East    Units  Estimated Accuracy
 OP0223;SPC MN S     -   206,230.      733,800.      MT  (+/- 180 meters Scaled)
 OP0223
 OP0223                          SUPERSEDED SURVEY CONTROL
 OP0223
 OP0223  NGVD 29 (??/??/92)  372.511  (m)         1222.15   (f) ADJ UNCH    2 0
 OP0223
 OP0223.Superseded values are not recommended for survey control.
 OP0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0223.See file dsdata.txt to determine how the superseded data were derived.
 OP0223
 OP0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ535682(NAD 83)
 OP0223_MARKER: DD = SURVEY DISK
 OP0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0223_STAMPING: 8308-A1 1972
 OP0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0223+STABILITY: SURFACE MOTION
 OP0223
 OP0223  HISTORY     - Date     Condition        Report By
 OP0223  HISTORY     - 1972     MONUMENTED       MNDT
 OP0223  HISTORY     - 1980     GOOD             MNDT
 OP0223
 OP0223                          STATION DESCRIPTION
 OP0223
 OP0223'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0223'1.4 MI SW FROM BUTTERFIELD.
 OP0223'MARK IS LOCATED 1.4 MILES WEST ALONG TH 60 FROM THE JUNCTION OF TH 60
 OP0223'AND COUNTY ROAD 5 (NORTH) IN BUTTERFIELD, 0.3 MILES WEST OF COUNTY
 OP0223'ROAD 2 (NO. 102 NORTH), 66 FEET SOUTHEAST OF THE CENTERLINE OF TH 60
 OP0223'AT MILE POINT 57.3, 32.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 OP0223'CHICAGO-NORTHWESTERN RAILROAD, 4.7 FEET SOUTHEAST OF A TELEPHONE POLE,
 OP0223'AT THE EAST EDGE OF A FIELD ENTRANCE SOUTH, 1.1 FEET NORTH OF A STEEL
 OP0223'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 3
 OP0223'INCHES ABOVE GROUND.  SE 1/4 SECTION 29, T 106, R 33.
 OP0223
 OP0223                          STATION RECOVERY (1980)
 OP0223
 OP0223'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OP0223'1.4 MILES WEST ALONG TH 60 FROM THE JUNCTION OF TH 60 AND COUNTY ROAD
 OP0223'5 (NORTH) IN BUTTERFIELD, 0.3 MILES WEST OF COUNTY ROAD 2 (NO. 102
 OP0223'NORTH), 66 FEET SOUTHEAST OF THE CENTERLINE OF TH 60 AT MILE POINT
 OP0223'57.3, 32.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 OP0223'CHICAGO-NORTHWESTERN RAILROAD, 4.7 FEET SOUTHEAST OF A TELEPHONE
 OP0223'POLE, AT THE EAST EDGE OF A FIELD ENTRANCE SOUTH, 1.1 FEET NORTH OF A
 OP0223'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING
 OP0223'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0224 ***********************************************************************
 OP0224  DESIGNATION -  8308 B
 OP0224  PID         -  OP0224
 OP0224  STATE/COUNTY-  MN/WATONWAN
 OP0224  USGS QUAD   -  BUTTERFIELD (1970)
 OP0224
 OP0224                         *CURRENT SURVEY CONTROL
 OP0224  ___________________________________________________________________
 OP0224* NAD 83(1986)-  43 57 17.     (N)    094 48 47.     (W)     SCALED    
 OP0224* NAVD 88     -       368.747  (meters)    1209.80   (feet)  ADJUSTED  
 OP0224  ___________________________________________________________________
 OP0224  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 OP0224  DYNAMIC HT  -         368.675 (meters)    1209.56  (feet)  COMP
 OP0224  MODELED GRAV-     980,413.1   (mgal)                       NAVD 88
 OP0224
 OP0224  VERT ORDER  -  SECOND    CLASS 0
 OP0224
 OP0224.The horizontal coordinates were scaled from a topographic map and have
 OP0224.an estimated accuracy of +/- 6 seconds.
 OP0224
 OP0224.The orthometric height was determined by differential leveling
 OP0224.and adjusted by the National Geodetic Survey in June 1991..
 OP0224
 OP0224.The geoid height was determined by GEOID03.
 OP0224
 OP0224.The dynamic height is computed by dividing the NAVD 88
 OP0224.geopotential number by the normal gravity value computed on the
 OP0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0224.degrees latitude (g = 980.6199 gals.).
 OP0224
 OP0224.The modeled gravity was interpolated from observed gravity values.
 OP0224
 OP0224;                    North         East    Units  Estimated Accuracy
 OP0224;SPC MN S     -   206,410.      734,740.      MT  (+/- 180 meters Scaled)
 OP0224
 OP0224                          SUPERSEDED SURVEY CONTROL
 OP0224
 OP0224  NGVD 29 (??/??/92)  368.647  (m)         1209.47   (f) ADJ UNCH    2 0
 OP0224
 OP0224.Superseded values are not recommended for survey control.
 OP0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0224.See file dsdata.txt to determine how the superseded data were derived.
 OP0224
 OP0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ545684(NAD 83)
 OP0224_MARKER: DD = SURVEY DISK
 OP0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0224_STAMPING: 8308-B 1968
 OP0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0224+STABILITY: SURFACE MOTION
 OP0224
 OP0224  HISTORY     - Date     Condition        Report By
 OP0224  HISTORY     - 1968     MONUMENTED       MNDT
 OP0224  HISTORY     - 1972     GOOD             MNDT
 OP0224  HISTORY     - 1980     GOOD             MNDT
 OP0224
 OP0224                          STATION DESCRIPTION
 OP0224
 OP0224'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0224'0.8 MI SW FROM BUTTERFIELD.
 OP0224'MARK IS LOCATED 0.8 MILES WEST ALONG TH 60 FROM THE JUNCTION OF TH 60
 OP0224'AND COUNTY ROAD 5 (NORTH) AT BUTTERFIELD, 0.3 MILES EAST OF COUNTY
 OP0224'ROAD 2 (NO. 102 NORTH), 50 FEET SOUTH OF AND 2 FEET LOWER THAN THE
 OP0224'CENTERLINE OF TH 60 AT MILE POINT 57.95 (STATION 880+40) 47.9 FEET
 OP0224'NORTH OF THE NORTH RAIL OF THE CHICAGO-NORTHWESTERN RAILROAD, 15 FEET
 OP0224'NORTHEAST OF A TELEPHONE POLE, 8 FEET WEST OF A STEEL WITNESS POST IN
 OP0224'A 6 FEET PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.
 OP0224'SW 1/4 SECTION 28, T 106, R 33.
 OP0224
 OP0224                          STATION RECOVERY (1980)
 OP0224
 OP0224'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OP0224'0.8 MILES WEST ALONG TH 60 FROM THE JUNCTION OF THE 60 AND COUNTY
 OP0224'ROAD 5 (NORTH) AT BUTTERFIELD, 0.3 MILES EAST OF COUNTY ROAD 2 (NO.
 OP0224'102 NORTH), 50 FEET SOUTH OF AND 2 FEET LOWER THAN THE CENTERLINE OF
 OP0224'TH 60 AT MILE POINT 57.95 (STATION 880 & 40) 47.9 FEET NORTH OF THE
 OP0224'NORTH RAIL OF THE CHICAGO-NORTHWESTERN RAILROAD, 15 FEET NORTHEAST OF
 OP0224'A TELEPHONE POLE, 8 FEET WEST OF A STEEL WITNESS POST IN A 6 FEET
 OP0224'PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0225 ***********************************************************************
 OP0225  DESIGNATION -  8308 B 1
 OP0225  PID         -  OP0225
 OP0225  STATE/COUNTY-  MN/WATONWAN
 OP0225  USGS QUAD   -  BUTTERFIELD (1970)
 OP0225
 OP0225                         *CURRENT SURVEY CONTROL
 OP0225  ___________________________________________________________________
 OP0225* NAD 83(1986)-  43 57 42.     (N)    094 47 31.     (W)     SCALED    
 OP0225* NAVD 88     -       360.870  (meters)    1183.95   (feet)  ADJUSTED  
 OP0225  ___________________________________________________________________
 OP0225  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 OP0225  DYNAMIC HT  -         360.800 (meters)    1183.72  (feet)  COMP
 OP0225  MODELED GRAV-     980,415.2   (mgal)                       NAVD 88
 OP0225
 OP0225  VERT ORDER  -  SECOND    CLASS 0
 OP0225
 OP0225.The horizontal coordinates were scaled from a topographic map and have
 OP0225.an estimated accuracy of +/- 6 seconds.
 OP0225
 OP0225.The orthometric height was determined by differential leveling
 OP0225.and adjusted by the National Geodetic Survey in June 1991..
 OP0225
 OP0225.The geoid height was determined by GEOID03.
 OP0225
 OP0225.The dynamic height is computed by dividing the NAVD 88
 OP0225.geopotential number by the normal gravity value computed on the
 OP0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0225.degrees latitude (g = 980.6199 gals.).
 OP0225
 OP0225.The modeled gravity was interpolated from observed gravity values.
 OP0225
 OP0225;                    North         East    Units  Estimated Accuracy
 OP0225;SPC MN S     -   207,160.      736,440.      MT  (+/- 180 meters Scaled)
 OP0225
 OP0225                          SUPERSEDED SURVEY CONTROL
 OP0225
 OP0225  NGVD 29 (??/??/92)  360.774  (m)         1183.64   (f) ADJ UNCH    2 0
 OP0225
 OP0225.Superseded values are not recommended for survey control.
 OP0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0225.See file dsdata.txt to determine how the superseded data were derived.
 OP0225
 OP0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ562691(NAD 83)
 OP0225_MARKER: DD = SURVEY DISK
 OP0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0225_SP_SET: BASE
 OP0225_STAMPING: 8308-B1 1972
 OP0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0225
 OP0225  HISTORY     - Date     Condition        Report By
 OP0225  HISTORY     - 1972     MONUMENTED       MNDT
 OP0225  HISTORY     - 1980     GOOD             MNDT
 OP0225
 OP0225                          STATION DESCRIPTION
 OP0225
 OP0225'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0225'IN BUTTERFIELD.
 OP0225'MARK IS LOCATED IN BUTTERFIELD, 2 CITY BLOCK EAST OF COUNTY ROAD 5
 OP0225'(NORTH) AND 1 CITY BLOCK NORTH OF TH 60, IN THE CONCRETE BASE FOR THE
 OP0225'BUTTERFIELD WATER TANK, 1 FOOT SOUTHEAST OF THE STANDPIPE.  NE 1/4
 OP0225'SECTION 27, T 106 R 33.
 OP0225
 OP0225                          STATION RECOVERY (1980)
 OP0225
 OP0225'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OP0225'2 CITY BLOCK EAST OF COUNTY ROAD 5 (NORTH) AND 1 CITY BLOCK NORTH OF
 OP0225'TH 60 IN THE CONCRETE BASE FOR THE BUTTERFIELD WATER TANK, 1 FOOT
 OP0225'SOUTHEAST OF THE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0232 ***********************************************************************
 OP0232  DESIGNATION -  8308 C 1
 OP0232  PID         -  OP0232
 OP0232  STATE/COUNTY-  MN/WATONWAN
 OP0232  USGS QUAD   -  ST JAMES WEST (1979)
 OP0232
 OP0232                         *CURRENT SURVEY CONTROL
 OP0232  ___________________________________________________________________
 OP0232* NAD 83(1986)-  43 57 48.     (N)    094 44 22.     (W)     SCALED    
 OP0232* NAVD 88     -       342.070  (meters)    1122.27   (feet)  ADJUSTED  
 OP0232  ___________________________________________________________________
 OP0232  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 OP0232  DYNAMIC HT  -         342.005 (meters)    1122.06  (feet)  COMP
 OP0232  MODELED GRAV-     980,418.2   (mgal)                       NAVD 88
 OP0232
 OP0232  VERT ORDER  -  SECOND    CLASS 0
 OP0232
 OP0232.The horizontal coordinates were scaled from a topographic map and have
 OP0232.an estimated accuracy of +/- 6 seconds.
 OP0232
 OP0232.The orthometric height was determined by differential leveling
 OP0232.and adjusted by the National Geodetic Survey in June 1991..
 OP0232
 OP0232.The geoid height was determined by GEOID03.
 OP0232
 OP0232.The dynamic height is computed by dividing the NAVD 88
 OP0232.geopotential number by the normal gravity value computed on the
 OP0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0232.degrees latitude (g = 980.6199 gals.).
 OP0232
 OP0232.The modeled gravity was interpolated from observed gravity values.
 OP0232
 OP0232;                    North         East    Units  Estimated Accuracy
 OP0232;SPC MN S     -   207,310.      740,660.      MT  (+/- 180 meters Scaled)
 OP0232
 OP0232                          SUPERSEDED SURVEY CONTROL
 OP0232
 OP0232  NGVD 29 (??/??/92)  341.992  (m)         1122.02   (f) ADJ UNCH    2 0
 OP0232
 OP0232.Superseded values are not recommended for survey control.
 OP0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0232.See file dsdata.txt to determine how the superseded data were derived.
 OP0232
 OP0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ604692(NAD 83)
 OP0232_MARKER: DD = SURVEY DISK
 OP0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0232_SP_SET: CULVERT
 OP0232_STAMPING: 8308-C1 1972
 OP0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0232
 OP0232  HISTORY     - Date     Condition        Report By
 OP0232  HISTORY     - 1972     MONUMENTED       MNDT
 OP0232  HISTORY     - 1972     GOOD             USGS
 OP0232
 OP0232                          STATION DESCRIPTION
 OP0232
 OP0232'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0232'2.65 MI NE FROM BUTTERFIELD.
 OP0232'MARK IS LOCATED 2.7 MILES EAST ALONG TH 60 FROM THE JUNCTION OF TH 60
 OP0232'AND COUNTY ROAD 5 (SOUTH) IN BUTTERFIELD, 0.2 MILES EAST OF THE
 OP0232'RAILROAD BRIDGE, 59 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 19,
 OP0232'27.8 FEET SOUTH OF AND 1 FOOT LOWER THAN THE CENTERLINE OF TH 60 AT
 OP0232'MILE POINT 61.8 IN THE SOUTHEAST CORNER OF A CONCRETE BOX CULVERT
 OP0232'UNDER TH 60 AT A SMALL CREEK.  NE 1/4 SECTION 25, T 106, R 33.
 OP0232
 OP0232                          STATION RECOVERY (1972)
 OP0232
 OP0232'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0232'MARK IS LOCATED 2.7 MILES EAST ALONG TH 60 FROM THE JUNCTION OF TH 60
 OP0232'AND COUNTY ROAD 5 (SOUTH) IN BUTTERFIELD, 0.2 MILES EAST OF THE
 OP0232'RAILROAD BRIDGE, 5. FEET WEST OF THE CENTERLINE OF COUNTY ROAD 19,
 OP0232'27.8 FEET SOUTH OF AND 1 FOOT LOWER THAN THE CENTERLINE OF TH 60 AT
 OP0232'MILE POINT 61.8 IN THE SOUTHEAST CORNER OF A CONCRETE BOX CULVERT
 OP0232'UNDER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0233 ***********************************************************************
 OP0233  DESIGNATION -  8308 D
 OP0233  PID         -  OP0233
 OP0233  STATE/COUNTY-  MN/WATONWAN
 OP0233  USGS QUAD   -  ST JAMES WEST (1979)
 OP0233
 OP0233                         *CURRENT SURVEY CONTROL
 OP0233  ___________________________________________________________________
 OP0233* NAD 83(1986)-  43 57 52.     (N)    094 43 11.     (W)     SCALED    
 OP0233* NAVD 88     -       342.856  (meters)    1124.85   (feet)  ADJUSTED  
 OP0233  ___________________________________________________________________
 OP0233  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 OP0233  DYNAMIC HT  -         342.791 (meters)    1124.64  (feet)  COMP
 OP0233  MODELED GRAV-     980,419.2   (mgal)                       NAVD 88
 OP0233
 OP0233  VERT ORDER  -  SECOND    CLASS 0
 OP0233
 OP0233.The horizontal coordinates were scaled from a topographic map and have
 OP0233.an estimated accuracy of +/- 6 seconds.
 OP0233
 OP0233.The orthometric height was determined by differential leveling
 OP0233.and adjusted by the National Geodetic Survey in June 1991..
 OP0233
 OP0233.The geoid height was determined by GEOID03.
 OP0233
 OP0233.The dynamic height is computed by dividing the NAVD 88
 OP0233.geopotential number by the normal gravity value computed on the
 OP0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0233.degrees latitude (g = 980.6199 gals.).
 OP0233
 OP0233.The modeled gravity was interpolated from observed gravity values.
 OP0233
 OP0233;                    North         East    Units  Estimated Accuracy
 OP0233;SPC MN S     -   207,420.      742,240.      MT  (+/- 180 meters Scaled)
 OP0233
 OP0233                          SUPERSEDED SURVEY CONTROL
 OP0233
 OP0233  NGVD 29 (??/??/92)  342.783  (m)         1124.61   (f) ADJ UNCH    2 0
 OP0233
 OP0233.Superseded values are not recommended for survey control.
 OP0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0233.See file dsdata.txt to determine how the superseded data were derived.
 OP0233
 OP0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ620693(NAD 83)
 OP0233_MARKER: DD = SURVEY DISK
 OP0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0233_STAMPING: 8308-D 1968
 OP0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0233+STABILITY: SURFACE MOTION
 OP0233
 OP0233  HISTORY     - Date     Condition        Report By
 OP0233  HISTORY     - 1968     MONUMENTED       MNDT
 OP0233  HISTORY     - 1972     GOOD             MNDT
 OP0233  HISTORY     - 1972     GOOD             USGS
 OP0233
 OP0233                          STATION DESCRIPTION
 OP0233
 OP0233'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0233'3.7 MI NE FROM BUTTERFIELD.
 OP0233'MARK IS LOCATED 3.7 MILES EAST ALONG TH 60 FROM THE JUNCTION OF TH 60
 OP0233'AND COUNTY ROAD 5 (SOUTH) IN BUTTERFIELD, 1.2 MILES EAST OF THE
 OP0233'RAILROAD BRIDGE, 1 MILE WEST OF COUNTY ROAD 31 (SOUTH), 100 FEET NORTH
 OP0233'OF THE CENTERLINE OF TH 60, 72 FEET NORTHWEST OF A POWER POLE, 35 FEET
 OP0233'WEST OF THE CENTER OF A TOWNSHIP ROAD, 0.8 FEET SOUTH OF A STEEL
 OP0233'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 OP0233'GROUND.  SE 1/4 SECTION 19, T 106, R 32.  NOTE-- THIS MARK IS ALSO 5.2
 OP0233'MILES WEST ALONG TH 60 FROM THE JUNCTION OF TH 60 AND TH 30 IN ST.
 OP0233'JAMES AND 3 MILES WEST OF TH 4 (SOUTH).
 OP0233
 OP0233                          STATION RECOVERY (1972)
 OP0233
 OP0233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OP0233'MARK IS LOCATED 3.7 MILES EAST ALONG TH 60 FROM THE JUNCTION OF TH 60
 OP0233'AND COUNTY ROAD5 (SOUTH) IN BUTTERFIELD, 1.2 MILES EAST OF THE
 OP0233'RAILROAD BRIDGE, 1 MILE WEST OF COUNTY ROAD 31 (SOUTH), 100 FEET
 OP0233'NORTH OF THE CENTERLINE OF TH 60, 72 FEET NORTHWEST OF A POWER POLE,
 OP0233'35 FEET WEST OF THE CENTER OF A TOWNSHIP ROAD, 0.8 FEET SOUTH OF A
 OP0233'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 OP0233'WITH THE GROUND NOTE: THIS MARK IS ALSO 5.2 MILES WEST ALONG TH 60
 OP0233'FROM THE JUNCTION OF TH 60 AND TH 30 IN ST. JAMES AND 3 MILES WEST OF
 OP0233'TH 4 (SOUTH).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0235 ***********************************************************************
 OP0235  DESIGNATION -  8308 E
 OP0235  PID         -  OP0235
 OP0235  STATE/COUNTY-  MN/WATONWAN
 OP0235  USGS QUAD   -  ST JAMES WEST (1979)
 OP0235
 OP0235                         *CURRENT SURVEY CONTROL
 OP0235  ___________________________________________________________________
 OP0235* NAD 83(1986)-  43 57 54.     (N)    094 42 01.     (W)     SCALED    
 OP0235* NAVD 88     -       337.255  (meters)    1106.48   (feet)  ADJUSTED  
 OP0235  ___________________________________________________________________
 OP0235  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 OP0235  DYNAMIC HT  -         337.191 (meters)    1106.27  (feet)  COMP
 OP0235  MODELED GRAV-     980,420.1   (mgal)                       NAVD 88
 OP0235
 OP0235  VERT ORDER  -  SECOND    CLASS 0
 OP0235
 OP0235.The horizontal coordinates were scaled from a topographic map and have
 OP0235.an estimated accuracy of +/- 6 seconds.
 OP0235
 OP0235.The orthometric height was determined by differential leveling
 OP0235.and adjusted by the National Geodetic Survey in June 1991..
 OP0235
 OP0235.The geoid height was determined by GEOID03.
 OP0235
 OP0235.The dynamic height is computed by dividing the NAVD 88
 OP0235.geopotential number by the normal gravity value computed on the
 OP0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0235.degrees latitude (g = 980.6199 gals.).
 OP0235
 OP0235.The modeled gravity was interpolated from observed gravity values.
 OP0235
 OP0235;                    North         East    Units  Estimated Accuracy
 OP0235;SPC MN S     -   207,460.      743,800.      MT  (+/- 180 meters Scaled)
 OP0235
 OP0235                          SUPERSEDED SURVEY CONTROL
 OP0235
 OP0235  NGVD 29 (??/??/92)  337.185  (m)         1106.25   (f) ADJ UNCH    2 0
 OP0235
 OP0235.Superseded values are not recommended for survey control.
 OP0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0235.See file dsdata.txt to determine how the superseded data were derived.
 OP0235
 OP0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ636693(NAD 83)
 OP0235_MARKER: DD = SURVEY DISK
 OP0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0235_STAMPING: 8308-E 1968
 OP0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0235+STABILITY: SURFACE MOTION
 OP0235
 OP0235  HISTORY     - Date     Condition        Report By
 OP0235  HISTORY     - 1968     MONUMENTED       MNDT
 OP0235  HISTORY     - 1973     GOOD             MNDT
 OP0235
 OP0235                          STATION DESCRIPTION
 OP0235
 OP0235'DESCRIBED BY MN DEPT OF TRANSP 1973
 OP0235'3.8 MI SW FROM ST JAMES.
 OP0235'MARK IS LOCATED 4.2 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 OP0235'60 AND T.H. 30 IN ST. JAMES, 2 MILES WEST OF T.H. 4 (SOUTH), AT THE
 OP0235'JUNCTION OF T.H. 60 AND COUNTY ROAD 131 (SOUTH), 76 FEET NORTH OF AND
 OP0235'2 FEET LOWER THAN THE CENTERLINE OF T.H. 60 AT MILE POINT 63.8
 OP0235'(STATION 1191 + 55), 75 FEET WEST-NORTHWEST OF A POWER POLE, 35 FEET
 OP0235'WEST OF A NORTH-SOUTH FENCE LINE, 0.5 FEET SOUTH OF A STEEL WITNESS
 OP0235'POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT BURIED 2 INCHES BELOW
 OP0235'GROUND.  SE 1/4 SECTION 20, T 66, R 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0236 ***********************************************************************
 OP0236  DESIGNATION -  8308 F
 OP0236  PID         -  OP0236
 OP0236  STATE/COUNTY-  MN/WATONWAN
 OP0236  USGS QUAD   -  ST JAMES WEST (1979)
 OP0236
 OP0236                         *CURRENT SURVEY CONTROL
 OP0236  ___________________________________________________________________
 OP0236* NAD 83(1986)-  43 57 54.     (N)    094 40 49.     (W)     SCALED    
 OP0236* NAVD 88     -       337.357  (meters)    1106.81   (feet)  ADJUSTED  
 OP0236  ___________________________________________________________________
 OP0236  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 OP0236  DYNAMIC HT  -         337.293 (meters)    1106.60  (feet)  COMP
 OP0236  MODELED GRAV-     980,421.0   (mgal)                       NAVD 88
 OP0236
 OP0236  VERT ORDER  -  SECOND    CLASS 0
 OP0236
 OP0236.The horizontal coordinates were scaled from a topographic map and have
 OP0236.an estimated accuracy of +/- 6 seconds.
 OP0236
 OP0236.The orthometric height was determined by differential leveling
 OP0236.and adjusted by the National Geodetic Survey in June 1991..
 OP0236
 OP0236.The geoid height was determined by GEOID03.
 OP0236
 OP0236.The dynamic height is computed by dividing the NAVD 88
 OP0236.geopotential number by the normal gravity value computed on the
 OP0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0236.degrees latitude (g = 980.6199 gals.).
 OP0236
 OP0236.The modeled gravity was interpolated from observed gravity values.
 OP0236
 OP0236;                    North         East    Units  Estimated Accuracy
 OP0236;SPC MN S     -   207,450.      745,410.      MT  (+/- 180 meters Scaled)
 OP0236
 OP0236                          SUPERSEDED SURVEY CONTROL
 OP0236
 OP0236  NGVD 29 (??/??/92)  337.290  (m)         1106.59   (f) ADJ UNCH    2 0
 OP0236
 OP0236.Superseded values are not recommended for survey control.
 OP0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0236.See file dsdata.txt to determine how the superseded data were derived.
 OP0236
 OP0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ652693(NAD 83)
 OP0236_MARKER: DD = SURVEY DISK
 OP0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0236_STAMPING: 8308-F 1973
 OP0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0236+STABILITY: SURFACE MOTION
 OP0236
 OP0236  HISTORY     - Date     Condition        Report By
 OP0236  HISTORY     - 1973     MONUMENTED       MNDT
 OP0236
 OP0236                          STATION DESCRIPTION
 OP0236
 OP0236'DESCRIBED BY MN DEPT OF TRANSP 1973
 OP0236'2.9 MI SW FROM ST JAMES.
 OP0236'MARK IS LOCATED 3.2 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 OP0236'60 AND T.H. 30 IN ST. JAMES, THENCE, 240 FEET SOUTH ALONG A TOWNSHIP
 OP0236'ROAD, FROM T.H. 60 MILE POINT 64.8 (STATION 1243 + 40), 64 FEET WEST
 OP0236'OF THE CENTER OF THE TOWNSHIP ROAD, IN A FARMYARD, 42 FEET SOUTH OF
 OP0236'THE CENTER OF THE DRIVEWAY, 43.8 FEET NORTHWEST OF THE NORTHEAST
 OP0236'CORNER OF A 20 BY 40 FOOT WOOD BUILDING, 42.1 FEET NORTHEAST OF THE
 OP0236'NORTHWEST CORNER OF THE WOOD BUILDING, 21 FEET SOUTHEAST OF A TRIPLE 8
 OP0236'INCH APPLE TREE, 12 FEET WEST-NORTHWEST OF A TWIN 12 INCH BOX ELDER
 OP0236'TREE, 0.7 FEET NORTH OF A STEEL WITNESS POST IN A 6 FOOT PRECAST
 OP0236'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND. NW 1/4 SECTION 28,
 OP0236'T 106, R 32.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0238 ***********************************************************************
 OP0238  DESIGNATION -  8308 G
 OP0238  PID         -  OP0238
 OP0238  STATE/COUNTY-  MN/WATONWAN
 OP0238  USGS QUAD   -  ST JAMES WEST (1979)
 OP0238
 OP0238                         *CURRENT SURVEY CONTROL
 OP0238  ___________________________________________________________________
 OP0238* NAD 83(1996)-  43 57 55.29295(N)    094 39 48.86872(W)     ADJUSTED  
 OP0238* NAVD 88     -       334.939  (meters)    1098.88   (feet)  ADJUSTED  
 OP0238  ___________________________________________________________________
 OP0238  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 OP0238  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 OP0238  DYNAMIC HT  -         334.876 (meters)    1098.67  (feet)  COMP
 OP0238  MODELED GRAV-     980,421.8   (mgal)                       NAVD 88
 OP0238
 OP0238  HORZ ORDER  -  THIRD
 OP0238  VERT ORDER  -  SECOND    CLASS 0
 OP0238
 OP0238.The horizontal coordinates were established by classical geodetic methods
 OP0238.and adjusted by the National Geodetic Survey in March 1999..
 OP0238.No horizontal observational check was made to the station.
 OP0238
 OP0238.The orthometric height was determined by differential leveling
 OP0238.and adjusted by the National Geodetic Survey in June 1991..
 OP0238
 OP0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 OP0238
 OP0238.The geoid height was determined by GEOID03.
 OP0238
 OP0238.The dynamic height is computed by dividing the NAVD 88
 OP0238.geopotential number by the normal gravity value computed on the
 OP0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0238.degrees latitude (g = 980.6199 gals.).
 OP0238
 OP0238.The modeled gravity was interpolated from observed gravity values.
 OP0238
 OP0238;                    North         East     Units Scale Factor Converg.
 OP0238;SPC MN S     -   207,479.301   746,748.668   MT  0.99996553   -0 27 54.4
 OP0238;UTM  15      - 4,869,370.557   366,546.097   MT  0.99981905   -1 09 18.2
 OP0238
 OP0238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0238!SPC MN S     -   0.99995184  x   0.99996553  =   0.99991737
 OP0238!UTM  15      -   0.99995184  x   0.99981905  =   0.99977090
 OP0238
 OP0238                          SUPERSEDED SURVEY CONTROL
 OP0238
 OP0238  NAD 83(1986)-  43 57 55.28330(N)    094 39 48.85881(W) AD(       ) 3
 OP0238  NAD 27      -  43 57 55.43535(N)    094 39 47.94084(W) AD(       ) 3
 OP0238  NGVD 29 (??/??/92)  334.876  (m)         1098.67   (f) ADJ UNCH    2 0
 OP0238
 OP0238.Superseded values are not recommended for survey control.
 OP0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0238.See file dsdata.txt to determine how the superseded data were derived.
 OP0238
 OP0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6654669371(NAD 83)
 OP0238_MARKER: DD = SURVEY DISK
 OP0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0238_STAMPING: 8308-G 1968
 OP0238_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0238+STABILITY: SURFACE MOTION
 OP0238
 OP0238  HISTORY     - Date     Condition        Report By
 OP0238  HISTORY     - 1972     MONUMENTED       MNDT
 OP0238  HISTORY     - 1973     GOOD             MNDT
 OP0238  HISTORY     - 1981     MARK NOT FOUND   MNDT
 OP0238
 OP0238                          STATION DESCRIPTION
 OP0238
 OP0238'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0238'A STANDARD MHD BENCH MARK DISK STAMPED 8308-G
 OP0238'1968, IS SET IN A PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OP0238'SURFACE OF THE GROUND.  THE MARK IS 185.0 FT. NORTH OF THE
 OP0238'CENTERLINE OF T.H. 60 AND AT ENGINEERS STATION 1286+, 45.0 FT.
 OP0238'EAST OF THE CENTERLINE OF THE CHICAGO NORTH WESTERN RAILWAY TRACKS
 OP0238'AND 2.0 FT. WEST OF A NORTH-SOUTH FENCE.
 OP0238'
 OP0238'TO REACH FROM THE JUNCTION OF T.H. 60 AND T.H. 4
 OP0238'(ABOUT 1.0 MILES SOUTHWEST OF ST. JAMES), GO WEST ON T.H. 60 FOR
 OP0238'0.45 MILES TO CHICAGO NORTH WESTERN RAILWAY CROSSING AND MARK ON
 OP0238'RIGHT.
 OP0238
 OP0238                          STATION RECOVERY (1973)
 OP0238
 OP0238'RECOVERY NOTE BY MN DEPT OF TRANSP 1973
 OP0238'2.2 MI SW FROM ST JAMES.
 OP0238'MARK IS LOCATED 2.4 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 OP0238'60 AND T.H. 30 IN ST. JAMES, 0.25 MILES WEST OF T.H. 4 (SOUTH), 185
 OP0238'FEET NORTH OF, AND LEVEL WITH THE CENTERLINE OF T.H. 60 AT MILE POINT
 OP0238'65.5 (STATION 1286), 141 FEET NORTH OF A POWER POLE, 48 FEET EAST OF
 OP0238'THE CENTER OF A FIELD ROAD (OLD RAILROAD BED), 2.5 FEET WEST OF A
 OP0238'NORTH-SOUTH FENCE LINE, 0.8 FEET SOUTH OF A STEEL WITNESS POST, IN A 6
 OP0238'FOOT PRECAST CONCRETE MONUMENT BURIED 1 INCH BELOW GROUND.  SE 1/4
 OP0238'SECTION 22, T 106, R 32.
 OP0238
 OP0238                          STATION RECOVERY (1981)
 OP0238
 OP0238'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (DKH)
 OP0238'THE STATION WAS SEARCHED FOR AND COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0241 ***********************************************************************
 OP0241  DESIGNATION -  8308 J
 OP0241  PID         -  OP0241
 OP0241  STATE/COUNTY-  MN/WATONWAN
 OP0241  USGS QUAD   -  ST JAMES WEST (1979)
 OP0241
 OP0241                         *CURRENT SURVEY CONTROL
 OP0241  ___________________________________________________________________
 OP0241* NAD 83(1986)-  43 58 18.     (N)    094 38 37.     (W)     SCALED    
 OP0241* NAVD 88     -       333.796  (meters)    1095.13   (feet)  ADJUSTED  
 OP0241  ___________________________________________________________________
 OP0241  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 OP0241  DYNAMIC HT  -         333.734 (meters)    1094.93  (feet)  COMP
 OP0241  MODELED GRAV-     980,423.4   (mgal)                       NAVD 88
 OP0241
 OP0241  VERT ORDER  -  SECOND    CLASS 0
 OP0241
 OP0241.The horizontal coordinates were scaled from a topographic map and have
 OP0241.an estimated accuracy of +/- 6 seconds.
 OP0241
 OP0241.The orthometric height was determined by differential leveling
 OP0241.and adjusted by the National Geodetic Survey in June 1991..
 OP0241
 OP0241.The geoid height was determined by GEOID03.
 OP0241
 OP0241.The dynamic height is computed by dividing the NAVD 88
 OP0241.geopotential number by the normal gravity value computed on the
 OP0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0241.degrees latitude (g = 980.6199 gals.).
 OP0241
 OP0241.The modeled gravity was interpolated from observed gravity values.
 OP0241
 OP0241;                    North         East    Units  Estimated Accuracy
 OP0241;SPC MN S     -   208,170.      748,360.      MT  (+/- 180 meters Scaled)
 OP0241
 OP0241                          SUPERSEDED SURVEY CONTROL
 OP0241
 OP0241  NGVD 29 (??/??/92)  333.735  (m)         1094.93   (f) ADJ UNCH    2 0
 OP0241
 OP0241.Superseded values are not recommended for survey control.
 OP0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0241.See file dsdata.txt to determine how the superseded data were derived.
 OP0241
 OP0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ681700(NAD 83)
 OP0241_MARKER: DD = SURVEY DISK
 OP0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0241_STAMPING: 8308-J 1967
 OP0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0241+STABILITY: SURFACE MOTION
 OP0241
 OP0241  HISTORY     - Date     Condition        Report By
 OP0241  HISTORY     - 1967     MONUMENTED       MNDT
 OP0241  HISTORY     - 1973     GOOD             MNDT
 OP0241  HISTORY     - 1976     GOOD             LOCENG
 OP0241
 OP0241                          STATION DESCRIPTION
 OP0241
 OP0241'DESCRIBED BY MN DEPT OF TRANSP 1973
 OP0241'1.15 MI SW FROM ST JAMES.
 OP0241'MARK IS LOCATED 1.3 MILES SOUTHWEST ALONG T.H. 60 FROM THE JUNCTION OF
 OP0241'T.H. 60 AND T.H. 30 IN ST. JAMES, 0.9 MILES NORTHEAST OF T.H. 4
 OP0241'(SOUTH), 98 FEET SOUTHWEST OF THE SOUTHEAST END OF A CONCRETE CULVERT
 OP0241'UNDER T.H. 60, 49.6 FEET SOUTHEAST OF AND 4 FEET LOWER THAN THE
 OP0241'CENTERLINE OF T.H. 60 AT MILE POINT 66.7, 11.4 FEET NORTHEAST OF A
 OP0241'TELEPHONE POLE, 0.5 FEET SOUTHEAST OF A STEEL WITNESS POST, IN A 6
 OP0241'FOOT PRECAST CONCRETE MONUMENT PROJECTING 9 INCHES ABOVE GROUND.  SE
 OP0241'1/4 SECTION 23, T 106, R 32.
 OP0241
 OP0241                          STATION RECOVERY (1976)
 OP0241
 OP0241'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 OP0241'MARK IS LOCATED 1.3 MILES SOUTHWEST ALONG T.H. 60 FROM THE JUNCTION
 OP0241'OF T.H. 60 AND T.H. 30 IN ST. JAMES, 0.9 MILES NORTHEAST OF T.H. 4
 OP0241'(SOUTH), 98 FEET SOUTHWEST OF THE SOUTHEAST END OF A CONCRETE CULVERT
 OP0241'UNDER T.H. 60, 49.6 FEET SOUTHEAST OF AND 4 FEET LOWER THAN THE
 OP0241'CENTERLINE OF T.H. 60 AT MILEPOINT 66.7, 11.4 FEET NORTHEAST OF A
 OP0241'TELEPHONE POLE, 0.5 FEET SOUTHEAST OF A STEEL WITNESS POST, IN A 6
 OP0241'FOOT PRECAST CONCRETE MONUMENT PROJECTING 9 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1341 ***********************************************************************
 OP1341  DESIGNATION -  8308 K 2
 OP1341  PID         -  OP1341
 OP1341  STATE/COUNTY-  MN/WATONWAN
 OP1341  USGS QUAD   -  ST JAMES EAST (1979)
 OP1341
 OP1341                         *CURRENT SURVEY CONTROL
 OP1341  ___________________________________________________________________
 OP1341* NAD 83(1986)-  43 57 54.     (N)    094 37 12.     (W)     SCALED    
 OP1341* NAVD 88     -       330.073  (meters)    1082.91   (feet)  ADJUSTED  
 OP1341  ___________________________________________________________________
 OP1341  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 OP1341  DYNAMIC HT  -         330.012 (meters)    1082.71  (feet)  COMP
 OP1341  MODELED GRAV-     980,424.0   (mgal)                       NAVD 88
 OP1341
 OP1341  VERT ORDER  -  SECOND    CLASS II
 OP1341
 OP1341.The horizontal coordinates were scaled from a topographic map and have
 OP1341.an estimated accuracy of +/- 6 seconds.
 OP1341
 OP1341.The orthometric height was determined by differential leveling
 OP1341.and adjusted by the National Geodetic Survey in June 1995..
 OP1341
 OP1341.The geoid height was determined by GEOID03.
 OP1341
 OP1341.The dynamic height is computed by dividing the NAVD 88
 OP1341.geopotential number by the normal gravity value computed on the
 OP1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1341.degrees latitude (g = 980.6199 gals.).
 OP1341
 OP1341.The modeled gravity was interpolated from observed gravity values.
 OP1341
 OP1341;                    North         East    Units  Estimated Accuracy
 OP1341;SPC MN S     -   207,410.      750,250.      MT  (+/- 180 meters Scaled)
 OP1341
 OP1341                          SUPERSEDED SURVEY CONTROL
 OP1341
 OP1341.No superseded survey control is available for this station.
 OP1341
 OP1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ700692(NAD 83)
 OP1341_MARKER: DV = VERTICAL CONTROL DISK
 OP1341_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OP1341+WITH SETTING: INFORMATION.
 OP1341_SP_SET: METAL ROD DRIVEN INTO GROUND
 OP1341_STAMPING: 8308 K2 1986
 OP1341_MARK LOGO: MNDT  
 OP1341_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1341
 OP1341  HISTORY     - Date     Condition        Report By
 OP1341  HISTORY     - 1986     MONUMENTED       MNDT
 OP1341
 OP1341                          STATION DESCRIPTION
 OP1341
 OP1341'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1341'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SOUTH-SOUTHEAST OF THE TOWN OF
 OP1341'ST JAMES, IN THE SE 1/4 OF SECTION 24, T106N, R32W, AND IS ABOUT 0.15
 OP1341'MI (0.24 KM) SOUTH ALONG COUNTY ROAD 14 FROM BRIDGE NUMBER 83026
 OP1341'(COUNTY ROAD 14 OVER TRUNK HIGHWAYS 60 AND 30).  THE MARK, A STANDARD
 OP1341'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---8308 K2 1986---, IS
 OP1341'FASTENED TO THE TOP OF A 3/4-INCH DIAMETER COPPER-CLAD DRIVEN STEEL
 OP1341'ROD.  THE MARK IS 50.0 FT (15.2 M) WEST OF AND ABOUT 1 FT (0.3 M)
 OP1341'LOWER THAN THE CENTERLINE OF COUNTY ROAD 14, 2.8 FT (0.9 M)
 OP1341'NORTH-NORTHEAST OF A STEEL RIGHT-OF-WAY POST, AND 0.9 FT (0.3 M)
 OP1341'NORTHEAST OF A STEEL WITNESS POST.  THE MARK IS BURIED 0.5 FT (0.2 M)
 OP1341'BELOW THE SURFACE OF THE GROUND.  NOTE--ROD WAS DRIVEN TO AN
 OP1341'UNSPECIFIED LENGTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0253 ***********************************************************************
 OP0253  DESIGNATION -  8309 A 1
 OP0253  PID         -  OP0253
 OP0253  STATE/COUNTY-  MN/WATONWAN
 OP0253  USGS QUAD   -  ST JAMES EAST (1979)
 OP0253
 OP0253                         *CURRENT SURVEY CONTROL
 OP0253  ___________________________________________________________________
 OP0253* NAD 83(1986)-  43 58 42.     (N)    094 36 43.     (W)     SCALED    
 OP0253* NAVD 88     -       321.827  (meters)    1055.86   (feet)  ADJUSTED  
 OP0253  ___________________________________________________________________
 OP0253  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 OP0253  DYNAMIC HT  -         321.767 (meters)    1055.66  (feet)  COMP
 OP0253  MODELED GRAV-     980,425.6   (mgal)                       NAVD 88
 OP0253
 OP0253  VERT ORDER  -  SECOND    CLASS 0
 OP0253
 OP0253.The horizontal coordinates were scaled from a topographic map and have
 OP0253.an estimated accuracy of +/- 6 seconds.
 OP0253
 OP0253.The orthometric height was determined by differential leveling
 OP0253.and adjusted by the National Geodetic Survey in June 1991..
 OP0253
 OP0253.The geoid height was determined by GEOID03.
 OP0253
 OP0253.The dynamic height is computed by dividing the NAVD 88
 OP0253.geopotential number by the normal gravity value computed on the
 OP0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0253.degrees latitude (g = 980.6199 gals.).
 OP0253
 OP0253.The modeled gravity was interpolated from observed gravity values.
 OP0253
 OP0253;                    North         East    Units  Estimated Accuracy
 OP0253;SPC MN S     -   208,890.      750,900.      MT  (+/- 180 meters Scaled)
 OP0253
 OP0253                          SUPERSEDED SURVEY CONTROL
 OP0253
 OP0253  NGVD 29 (??/??/92)  321.770  (m)         1055.67   (f) ADJ UNCH    2 0
 OP0253
 OP0253.Superseded values are not recommended for survey control.
 OP0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0253.See file dsdata.txt to determine how the superseded data were derived.
 OP0253
 OP0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ707707(NAD 83)
 OP0253_MARKER: DD = SURVEY DISK
 OP0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0253_SP_SET: CULVERT
 OP0253_STAMPING: 8309-A 1 1973
 OP0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0253
 OP0253  HISTORY     - Date     Condition        Report By
 OP0253  HISTORY     - 1973     MONUMENTED       MNDT
 OP0253
 OP0253                          STATION DESCRIPTION
 OP0253
 OP0253'DESCRIBED BY MN DEPT OF TRANSP 1973
 OP0253'0.8 MI SE FROM ST JAMES.
 OP0253'MARK IS LOCATED 0.85 MILES SOUTH AND EAST ALONG T.H. 60 FROM THE
 OP0253'JUNCTION OF T.H. 60 AND T.H. 30 IN ST. JAMES, 0.35 MILES EAST OF
 OP0253'COUNTY ROAD 14 (11TH STREET), 25 FEET SOUTH OF, AND 8 FEET LOWER THAN
 OP0253'THE CENTERLINE OF T.H. 60 AT MILE POINT 68.8, IN THE SOUTHEAST CORNER
 OP0253'OF A CONCRETE BOX CULVERT UNDER T.H. 60 AT ST. JAMES CREEK.  NW 1/4
 OP0253'SECTION 19, T 106, R 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP0254 ***********************************************************************
 OP0254  DESIGNATION -  8309 B
 OP0254  PID         -  OP0254
 OP0254  STATE/COUNTY-  MN/WATONWAN
 OP0254  USGS QUAD   -  ST JAMES EAST (1979)
 OP0254
 OP0254                         *CURRENT SURVEY CONTROL
 OP0254  ___________________________________________________________________
 OP0254* NAD 83(1986)-  43 58 42.     (N)    094 35 25.     (W)     SCALED    
 OP0254* NAVD 88     -       326.432  (meters)    1070.97   (feet)  ADJUSTED  
 OP0254  ___________________________________________________________________
 OP0254  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 OP0254  DYNAMIC HT  -         326.372 (meters)    1070.77  (feet)  COMP
 OP0254  MODELED GRAV-     980,426.8   (mgal)                       NAVD 88
 OP0254
 OP0254  VERT ORDER  -  SECOND    CLASS 0
 OP0254
 OP0254.The horizontal coordinates were scaled from a topographic map and have
 OP0254.an estimated accuracy of +/- 6 seconds.
 OP0254
 OP0254.The orthometric height was determined by differential leveling
 OP0254.and adjusted by the National Geodetic Survey in June 1991..
 OP0254
 OP0254.The geoid height was determined by GEOID03.
 OP0254
 OP0254.The dynamic height is computed by dividing the NAVD 88
 OP0254.geopotential number by the normal gravity value computed on the
 OP0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0254.degrees latitude (g = 980.6199 gals.).
 OP0254
 OP0254.The modeled gravity was interpolated from observed gravity values.
 OP0254
 OP0254;                    North         East    Units  Estimated Accuracy
 OP0254;SPC MN S     -   208,880.      752,640.      MT  (+/- 180 meters Scaled)
 OP0254
 OP0254                          SUPERSEDED SURVEY CONTROL
 OP0254
 OP0254  NGVD 29 (??/??/92)  326.376  (m)         1070.79   (f) ADJ UNCH    2 0
 OP0254
 OP0254.Superseded values are not recommended for survey control.
 OP0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0254.See file dsdata.txt to determine how the superseded data were derived.
 OP0254
 OP0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ724706(NAD 83)
 OP0254_MARKER: DD = SURVEY DISK
 OP0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0254_STAMPING: 8309-B 1973
 OP0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0254+STABILITY: SURFACE MOTION
 OP0254
 OP0254  HISTORY     - Date     Condition        Report By
 OP0254  HISTORY     - 1973     MONUMENTED       MNDT
 OP0254  HISTORY     - 19861016 MARK NOT FOUND   MNDT
 OP0254
 OP0254                          STATION DESCRIPTION
 OP0254
 OP0254'DESCRIBED BY MN DEPT OF TRANSP 1973
 OP0254'1.9 MI ESE FROM ST JAMES.
 OP0254'MARK IS LOCATED 1.2 MILES EAST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 OP0254'60 AND T.H. 30 IN ST. JAMES, 0.25 MILES WEST OF THE ST. JAMES AIRPORT
 OP0254'ENTRANCE, 165 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 13, 73 FEET
 OP0254'NORTH OF AND 4 FEET LOWER THAN THE CENTERLINE OF T.H. 60 AT MILE POINT
 OP0254'69.9, 2.4 FEET SOUTH OF A FENCE LINE, 1 FOOT SOUTHEAST OF A STEEL
 OP0254'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 OP0254'GROUND.  SEC 1/4 SECTION 18, T 106, R 31.
 OP0254
 OP0254                          STATION RECOVERY (1986)
 OP0254
 OP0254'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 OP0254'THE MARK, AS DESCRIBED IN MARCH 1973, WAS SEARCHED FOR BUT NOT FOUND.
 OP0254'THE MARK WAS PROBABLY DESTROYED BY THE CONSTRUCTION OF A NEW
 OP0254'INTERCHANGE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1325 ***********************************************************************
 OP1325  DESIGNATION -  8309 K
 OP1325  PID         -  OP1325
 OP1325  STATE/COUNTY-  MN/WATONWAN
 OP1325  USGS QUAD   -  ST JAMES EAST (1979)
 OP1325
 OP1325                         *CURRENT SURVEY CONTROL
 OP1325  ___________________________________________________________________
 OP1325* NAD 83(1986)-  43 57 59.     (N)    094 37 10.     (W)     SCALED    
 OP1325* NAVD 88     -       333.952  (meters)    1095.64   (feet)  ADJUSTED  
 OP1325  ___________________________________________________________________
 OP1325  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 OP1325  DYNAMIC HT  -         333.890 (meters)    1095.44  (feet)  COMP
 OP1325  MODELED GRAV-     980,424.1   (mgal)                       NAVD 88
 OP1325
 OP1325  VERT ORDER  -  SECOND    CLASS II
 OP1325
 OP1325.The horizontal coordinates were scaled from a topographic map and have
 OP1325.an estimated accuracy of +/- 6 seconds.
 OP1325
 OP1325.The orthometric height was determined by differential leveling
 OP1325.and adjusted by the National Geodetic Survey in June 1995..
 OP1325
 OP1325.The geoid height was determined by GEOID03.
 OP1325
 OP1325.The dynamic height is computed by dividing the NAVD 88
 OP1325.geopotential number by the normal gravity value computed on the
 OP1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1325.degrees latitude (g = 980.6199 gals.).
 OP1325
 OP1325.The modeled gravity was interpolated from observed gravity values.
 OP1325
 OP1325;                    North         East    Units  Estimated Accuracy
 OP1325;SPC MN S     -   207,570.      750,290.      MT  (+/- 180 meters Scaled)
 OP1325
 OP1325                          SUPERSEDED SURVEY CONTROL
 OP1325
 OP1325.No superseded survey control is available for this station.
 OP1325
 OP1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ700694(NAD 83)
 OP1325_MARKER: DV = VERTICAL CONTROL DISK
 OP1325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP1325_SP_SET: BRIDGE RAILING
 OP1325_STAMPING: 8309 K 1986
 OP1325_MARK LOGO: MNDT  
 OP1325_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1325
 OP1325  HISTORY     - Date     Condition        Report By
 OP1325  HISTORY     - 1986     MONUMENTED       MNDT
 OP1325
 OP1325                          STATION DESCRIPTION
 OP1325
 OP1325'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1325'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SOUTH-SOUTHEAST OF THE TOWN OF
 OP1325'ST JAMES, IN THE SW 1/4 OF SECTION 19, T106N, R31W, AT TRUNK HIGHWAY
 OP1325'60 MILEPOINT 68, IN THE SOUTHEAST CORNER OF THE BRIDGE RAILING OF
 OP1325'BRIDGE NUMBER 83026 (COUNTY ROAD 14 OVER TRUNK HIGHWAYS 60 AND 30).
 OP1325'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 OP1325'STAMPED---8309 K 1986---, IS SET IN A DRILL HOLE IN THE TOP OF THE
 OP1325'SOUTHEAST CORNER OF THE EAST RAIL OF THE BRIDGE.  THE MARK IS 36.1 FT
 OP1325'(11.0 M) EAST OF AND ABOUT 3 FT (0.9 M) HIGHER THAN THE CENTERLINE OF
 OP1325'COUNTY ROAD 14, AND IS 5.0 FT (1.5 M) NORTH OF THE SOUTH END OF THE
 OP1325'RAILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1326 ***********************************************************************
 OP1326  DESIGNATION -  8309 L
 OP1326  PID         -  OP1326
 OP1326  STATE/COUNTY-  MN/WATONWAN
 OP1326  USGS QUAD   -  ST JAMES EAST (1979)
 OP1326
 OP1326                         *CURRENT SURVEY CONTROL
 OP1326  ___________________________________________________________________
 OP1326* NAD 83(1986)-  43 58 08.     (N)    094 36 49.     (W)     SCALED    
 OP1326* NAVD 88     -       323.942  (meters)    1062.80   (feet)  ADJUSTED  
 OP1326  ___________________________________________________________________
 OP1326  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 OP1326  DYNAMIC HT  -         323.882 (meters)    1062.60  (feet)  COMP
 OP1326  MODELED GRAV-     980,424.7   (mgal)                       NAVD 88
 OP1326
 OP1326  VERT ORDER  -  SECOND    CLASS II
 OP1326
 OP1326.The horizontal coordinates were scaled from a topographic map and have
 OP1326.an estimated accuracy of +/- 6 seconds.
 OP1326
 OP1326.The orthometric height was determined by differential leveling
 OP1326.and adjusted by the National Geodetic Survey in June 1995..
 OP1326
 OP1326.The geoid height was determined by GEOID03.
 OP1326
 OP1326.The dynamic height is computed by dividing the NAVD 88
 OP1326.geopotential number by the normal gravity value computed on the
 OP1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1326.degrees latitude (g = 980.6199 gals.).
 OP1326
 OP1326.The modeled gravity was interpolated from observed gravity values.
 OP1326
 OP1326;                    North         East    Units  Estimated Accuracy
 OP1326;SPC MN S     -   207,840.      750,760.      MT  (+/- 180 meters Scaled)
 OP1326
 OP1326                          SUPERSEDED SURVEY CONTROL
 OP1326
 OP1326.No superseded survey control is available for this station.
 OP1326
 OP1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ705696(NAD 83)
 OP1326_MARKER: DV = VERTICAL CONTROL DISK
 OP1326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP1326_SP_SET: BASE OF SIGN POST
 OP1326_STAMPING: 8309 L 1986
 OP1326_MARK LOGO: MNDT  
 OP1326_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1326
 OP1326  HISTORY     - Date     Condition        Report By
 OP1326  HISTORY     - 1986     MONUMENTED       MNDT
 OP1326
 OP1326                          STATION DESCRIPTION
 OP1326
 OP1326'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1326'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SOUTHEAST OF THE TOWN OF ST
 OP1326'JAMES, IN THE SW 1/4 OF SECTION 19, T106N, R31W, AT TRUNK HIGHWAY 60
 OP1326'MILEPOINT 68.4, 0.35 MI (0.56 KM) NORTHEAST ALONG EASTBOUND TRUNK
 OP1326'HIGHWAYS 60 AND 30 FROM BRIDGE NUMBER 83026 (COUNTY ROAD 14 OVER THE
 OP1326'HIGHWAYS).  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 OP1326'MONUMENT DISK STAMPED---8309 L 1986---, IS SET IN A DRILL HOLE IN THE
 OP1326'TOP OF A CONCRETE BASE FOR A SIGN POST (SOUTH 1 OF 2).  THE MARK IS
 OP1326'46.7 FT (14.2 M) NORTH-NORTHWEST OF THE CENTERLINE OF WESTBOUND TRUNK
 OP1326'HIGHWAY 60 AT ENGINEERS STATION 143+65, 0.7 FT (0.2 M) SOUTH OF SOUTH
 OP1326'SIGN POST FOR A SIGN (NORTH-WEST 4-30-ST JAMES), AND IS FLUSH WITH
 OP1326'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1327 ***********************************************************************
 OP1327  DESIGNATION -  8309 M
 OP1327  PID         -  OP1327
 OP1327  STATE/COUNTY-  MN/WATONWAN
 OP1327  USGS QUAD   -  ST JAMES EAST (1979)
 OP1327
 OP1327                         *CURRENT SURVEY CONTROL
 OP1327  ___________________________________________________________________
 OP1327* NAD 83(1986)-  43 58 28.     (N)    094 35 42.     (W)     SCALED    
 OP1327* NAVD 88     -       327.901  (meters)    1075.79   (feet)  ADJUSTED  
 OP1327  ___________________________________________________________________
 OP1327  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 OP1327  DYNAMIC HT  -         327.841 (meters)    1075.59  (feet)  COMP
 OP1327  MODELED GRAV-     980,426.2   (mgal)                       NAVD 88
 OP1327
 OP1327  VERT ORDER  -  SECOND    CLASS II
 OP1327
 OP1327.The horizontal coordinates were scaled from a topographic map and have
 OP1327.an estimated accuracy of +/- 6 seconds.
 OP1327
 OP1327.The orthometric height was determined by differential leveling
 OP1327.and adjusted by the National Geodetic Survey in June 1995..
 OP1327
 OP1327.The geoid height was determined by GEOID03.
 OP1327
 OP1327.The dynamic height is computed by dividing the NAVD 88
 OP1327.geopotential number by the normal gravity value computed on the
 OP1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1327.degrees latitude (g = 980.6199 gals.).
 OP1327
 OP1327.The modeled gravity was interpolated from observed gravity values.
 OP1327
 OP1327;                    North         East    Units  Estimated Accuracy
 OP1327;SPC MN S     -   208,450.      752,260.      MT  (+/- 180 meters Scaled)
 OP1327
 OP1327                          SUPERSEDED SURVEY CONTROL
 OP1327
 OP1327.No superseded survey control is available for this station.
 OP1327
 OP1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ720702(NAD 83)
 OP1327_MARKER: DV = VERTICAL CONTROL DISK
 OP1327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP1327_SP_SET: BASE OF SIGN POST
 OP1327_STAMPING: 8309 M 1986
 OP1327_MARK LOGO: MNDT  
 OP1327_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1327
 OP1327  HISTORY     - Date     Condition        Report By
 OP1327  HISTORY     - 1986     MONUMENTED       MNDT
 OP1327
 OP1327                          STATION DESCRIPTION
 OP1327
 OP1327'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1327'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) EAST-SOUTHEAST OF THE CITY
 OP1327'OF ST JAMES, 1.15 MI (1.85 KM) NORTHEAST ALONG TRUNK HIGHWAY 60 FROM
 OP1327'THE COUNTY ROAD 14 BRIDGE (NUMBER 83026) OVER TRUNK HIGHWAYS 60 AND
 OP1327'30 SOUTH OF ST JAMES AND IS IN THE NORTHEAST 1/4 OF SECTION 19,
 OP1327'T106N, R 31W, AT TRUNK HIGHWAY 60 MILEPOINT 69.2.  THE MARK, A
 OP1327'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---8309
 OP1327'M 1986---, IS SET IN A DRILL HOLE IN THE TOP OF A CONCRETE BASE FOR A
 OP1327'SIGN POST (SOUTH 1 OF 2).  THE MARK IS 46.7 FT (14.2 M)
 OP1327'NORTH-NORTHWEST OF THE CENTERLINE OF WESTBOUND TRUNK HIGHWAY 60 AT
 OP1327'ENGINEERS STATIONING 1480+00, 0.55 FT (0.17 M) SOUTH OF THE SOUTH
 OP1327'SIGN POST FOR A SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1328 ***********************************************************************
 OP1328  DESIGNATION -  8309 N
 OP1328  PID         -  OP1328
 OP1328  STATE/COUNTY-  MN/WATONWAN
 OP1328  USGS QUAD   -  ST JAMES EAST (1979)
 OP1328
 OP1328                         *CURRENT SURVEY CONTROL
 OP1328  ___________________________________________________________________
 OP1328* NAD 83(1986)-  43 58 43.     (N)    094 35 05.     (W)     SCALED    
 OP1328* NAVD 88     -       334.991  (meters)    1099.05   (feet)  ADJUSTED  
 OP1328  ___________________________________________________________________
 OP1328  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 OP1328  DYNAMIC HT  -         334.930 (meters)    1098.85  (feet)  COMP
 OP1328  MODELED GRAV-     980,427.2   (mgal)                       NAVD 88
 OP1328
 OP1328  VERT ORDER  -  SECOND    CLASS II
 OP1328
 OP1328.The horizontal coordinates were scaled from a topographic map and have
 OP1328.an estimated accuracy of +/- 6 seconds.
 OP1328
 OP1328.The orthometric height was determined by differential leveling
 OP1328.and adjusted by the National Geodetic Survey in June 1995..
 OP1328
 OP1328.The geoid height was determined by GEOID03.
 OP1328
 OP1328.The dynamic height is computed by dividing the NAVD 88
 OP1328.geopotential number by the normal gravity value computed on the
 OP1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1328.degrees latitude (g = 980.6199 gals.).
 OP1328
 OP1328.The modeled gravity was interpolated from observed gravity values.
 OP1328
 OP1328;                    North         East    Units  Estimated Accuracy
 OP1328;SPC MN S     -   208,900.      753,090.      MT  (+/- 180 meters Scaled)
 OP1328
 OP1328                          SUPERSEDED SURVEY CONTROL
 OP1328
 OP1328.No superseded survey control is available for this station.
 OP1328
 OP1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ729707(NAD 83)
 OP1328_MARKER: DV = VERTICAL CONTROL DISK
 OP1328_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP1328_SP_SET: BRIDGE RAILING
 OP1328_STAMPING: 8309 N 1986
 OP1328_MARK LOGO: MNDT  
 OP1328_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1328
 OP1328  HISTORY     - Date     Condition        Report By
 OP1328  HISTORY     - 1986     MONUMENTED       MNDT
 OP1328
 OP1328                          STATION DESCRIPTION
 OP1328
 OP1328'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1328'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) EAST OF THE CITY OF ST
 OP1328'JAMES, 1.7 MI (2.7 KM) NORTHEAST ALONG TRUNK HIGHWAYS 60 AND 30 FROM
 OP1328'THEIR JUNCTION WITH COUNTY ROAD 14 SOUTH OF ST JAMES, IN THE NW 1/4
 OP1328'SECTION 20, T106N, R31W, AT TRUNK HIGHWAY 60 MILEPOINT 69.75.  THE
 OP1328'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OP1328'STAMPED---8309 N 1986---, IS SET IN THE TOP OF THE SOUTHEAST CORNER
 OP1328'OF THE EAST BRIDGE RAILING OF BRIDGE NUMBER 83027 (COUNTY ROAD 12
 OP1328'OVER TRUNK HIGHWAYS 60 AND 30). THE MARK IS 34.4 FT (10.5 M)
 OP1328'NORTHEAST OF AND ABOUT 3 FT (0.9 M) HIGHER THAN THE CENTERLINE OF
 OP1328'COUNTY ROAD 12, AND IS 6.3 FT (1.9 M) NORTHWEST OF THE SOUTHEAST
 OP1328'CORNER OF THE BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1329 ***********************************************************************
 OP1329  DESIGNATION -  8309 P
 OP1329  PID         -  OP1329
 OP1329  STATE/COUNTY-  MN/WATONWAN
 OP1329  USGS QUAD   -  ST JAMES EAST (1979)
 OP1329
 OP1329                         *CURRENT SURVEY CONTROL
 OP1329  ___________________________________________________________________
 OP1329* NAD 83(1986)-  43 58 44.     (N)    094 34 53.     (W)     SCALED    
 OP1329* NAVD 88     -       325.717  (meters)    1068.62   (feet)  ADJUSTED  
 OP1329  ___________________________________________________________________
 OP1329  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 OP1329  DYNAMIC HT  -         325.658 (meters)    1068.43  (feet)  COMP
 OP1329  MODELED GRAV-     980,427.4   (mgal)                       NAVD 88
 OP1329
 OP1329  VERT ORDER  -  SECOND    CLASS II
 OP1329
 OP1329.The horizontal coordinates were scaled from a topographic map and have
 OP1329.an estimated accuracy of +/- 6 seconds.
 OP1329
 OP1329.The orthometric height was determined by differential leveling
 OP1329.and adjusted by the National Geodetic Survey in June 1995..
 OP1329
 OP1329.The geoid height was determined by GEOID03.
 OP1329
 OP1329.The dynamic height is computed by dividing the NAVD 88
 OP1329.geopotential number by the normal gravity value computed on the
 OP1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1329.degrees latitude (g = 980.6199 gals.).
 OP1329
 OP1329.The modeled gravity was interpolated from observed gravity values.
 OP1329
 OP1329;                    North         East    Units  Estimated Accuracy
 OP1329;SPC MN S     -   208,930.      753,360.      MT  (+/- 180 meters Scaled)
 OP1329
 OP1329                          SUPERSEDED SURVEY CONTROL
 OP1329
 OP1329.No superseded survey control is available for this station.
 OP1329
 OP1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ731707(NAD 83)
 OP1329_MARKER: DV = VERTICAL CONTROL DISK
 OP1329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP1329_SP_SET: BASE OF SIGN POST
 OP1329_STAMPING: 8309 P 1986
 OP1329_MARK LOGO: MNDT  
 OP1329_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1329
 OP1329  HISTORY     - Date     Condition        Report By
 OP1329  HISTORY     - 1986     MONUMENTED       MNDT
 OP1329
 OP1329                          STATION DESCRIPTION
 OP1329
 OP1329'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1329'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) EAST OF THE CITY OF ST JAMES,
 OP1329'0.3 MI (0.5 KM) EAST ALONG TRUNK HIGHWAYS 60 AND 30 FROM THEIR
 OP1329'JUNCTION WITH COUNTY ROAD 12 EAST OF ST JAMES, IN THE SOUTHWEST 1/4
 OP1329'OF SECTI1ON 17, T106N, R31W, AT MILEPOINT 70.05.  THE MARK, A
 OP1329'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---8309
 OP1329'P 1986---, IS SET IN A DRILL HOLE IN THE TOP OF A CONCRETE BASE FOR A
 OP1329'SIGN POST (SOUTH 1 OF 2).  THE MARK IS 52.0 FT (15.8 M) NORTH OF
 OP1329'WESTBOUND TRUNK HIGHWAY 60 AT ENGINEERS STATIONING 1524+50, 0.7 FT
 OP1329'(0.2 M) SOUTH OF THE SOUTH SIGN POST FOR A SIGN (COUNTY 12 ST JAMES).
 OP1329'THE MARK IS 4 FT (1.2 M) LOWER THAN THE HIGHWAY AND IS FLUSH WITH
 OP1329'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1330 ***********************************************************************
 OP1330  DESIGNATION -  8309 Q
 OP1330  PID         -  OP1330
 OP1330  STATE/COUNTY-  MN/WATONWAN
 OP1330  USGS QUAD   -  ST JAMES EAST (1979)
 OP1330
 OP1330                         *CURRENT SURVEY CONTROL
 OP1330  ___________________________________________________________________
 OP1330* NAD 83(1986)-  43 58 44.     (N)    094 33 57.     (W)     SCALED    
 OP1330* NAVD 88     -       323.740  (meters)    1062.14   (feet)  ADJUSTED  
 OP1330  ___________________________________________________________________
 OP1330  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 OP1330  DYNAMIC HT  -         323.681 (meters)    1061.94  (feet)  COMP
 OP1330  MODELED GRAV-     980,428.2   (mgal)                       NAVD 88
 OP1330
 OP1330  VERT ORDER  -  SECOND    CLASS II
 OP1330
 OP1330.The horizontal coordinates were scaled from a topographic map and have
 OP1330.an estimated accuracy of +/- 6 seconds.
 OP1330
 OP1330.The orthometric height was determined by differential leveling
 OP1330.and adjusted by the National Geodetic Survey in June 1995..
 OP1330
 OP1330.The geoid height was determined by GEOID03.
 OP1330
 OP1330.The dynamic height is computed by dividing the NAVD 88
 OP1330.geopotential number by the normal gravity value computed on the
 OP1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1330.degrees latitude (g = 980.6199 gals.).
 OP1330
 OP1330.The modeled gravity was interpolated from observed gravity values.
 OP1330
 OP1330;                    North         East    Units  Estimated Accuracy
 OP1330;SPC MN S     -   208,920.      754,600.      MT  (+/- 180 meters Scaled)
 OP1330
 OP1330                          SUPERSEDED SURVEY CONTROL
 OP1330
 OP1330.No superseded survey control is available for this station.
 OP1330
 OP1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ744707(NAD 83)
 OP1330_MARKER: DV = VERTICAL CONTROL DISK
 OP1330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP1330_SP_SET: BASE OF SIGN POST
 OP1330_STAMPING: 8309 Q 1986
 OP1330_MARK LOGO: MNDT  
 OP1330_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1330
 OP1330  HISTORY     - Date     Condition        Report By
 OP1330  HISTORY     - 1986     MONUMENTED       MNDT
 OP1330
 OP1330                          STATION DESCRIPTION
 OP1330
 OP1330'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1330'THE MARK IS LOCATED ABOUT 2.75 MI (4.43 KM) EAST OF THE CITY OF ST
 OP1330'JAMES, 1.05 MI (1.69 KM) EAST ALONG TRUNK HIGHWAYS 60 AND 30 FROM
 OP1330'THEIR JUNCTION WITH COUNTY ROAD 12 EAST OF ST JAMES, IN THE SW 1/4 OF
 OP1330'SECTION 16, T106N, R31W, AT HIGHWAY 60 MILEPOINT 70.8.  THE MARK, A
 OP1330'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---8309
 OP1330'Q 1986---, IS SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE BASE OF
 OP1330'A SIGN (NORTH BASE OF SOUTH POST OF 2 POSTS).  THE MARK IS 66.7 FT
 OP1330'(20.3 M) NORTH OF AND ABOUT 3 FT (0.9 M) LOWER THAN THE WESTBOUND
 OP1330'CENTERLINE OF TRUNK HIGHWAY 60 AT ENGINEERS STATIONING 1569+90, 0.7
 OP1330'FT (0.2 M) NORTH OF THE SOUTH POST OF 2 FOR THE SIGN.  THE MARK IS
 OP1330'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1331 ***********************************************************************
 OP1331  DESIGNATION -  8309 R
 OP1331  PID         -  OP1331
 OP1331  STATE/COUNTY-  MN/WATONWAN
 OP1331  USGS QUAD   -  ST JAMES EAST (1979)
 OP1331
 OP1331                         *CURRENT SURVEY CONTROL
 OP1331  ___________________________________________________________________
 OP1331* NAD 83(1986)-  43 58 42.     (N)    094 32 57.     (W)     SCALED    
 OP1331* NAVD 88     -       326.655  (meters)    1071.70   (feet)  ADJUSTED  
 OP1331  ___________________________________________________________________
 OP1331  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 OP1331  DYNAMIC HT  -         326.596 (meters)    1071.51  (feet)  COMP
 OP1331  MODELED GRAV-     980,429.1   (mgal)                       NAVD 88
 OP1331
 OP1331  VERT ORDER  -  SECOND    CLASS II
 OP1331
 OP1331.The horizontal coordinates were scaled from a topographic map and have
 OP1331.an estimated accuracy of +/- 6 seconds.
 OP1331
 OP1331.The orthometric height was determined by differential leveling
 OP1331.and adjusted by the National Geodetic Survey in June 1995..
 OP1331
 OP1331.The geoid height was determined by GEOID03.
 OP1331
 OP1331.The dynamic height is computed by dividing the NAVD 88
 OP1331.geopotential number by the normal gravity value computed on the
 OP1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1331.degrees latitude (g = 980.6199 gals.).
 OP1331
 OP1331.The modeled gravity was interpolated from observed gravity values.
 OP1331
 OP1331;                    North         East    Units  Estimated Accuracy
 OP1331;SPC MN S     -   208,850.      755,940.      MT  (+/- 180 meters Scaled)
 OP1331
 OP1331                          SUPERSEDED SURVEY CONTROL
 OP1331
 OP1331.No superseded survey control is available for this station.
 OP1331
 OP1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ757706(NAD 83)
 OP1331_MARKER: DV = VERTICAL CONTROL DISK
 OP1331_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1331_SP_SET: ALUMINUM ALLOY ROD
 OP1331_STAMPING: 8309 R 1986
 OP1331_MARK LOGO: MNDT  
 OP1331_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1331
 OP1331  HISTORY     - Date     Condition        Report By
 OP1331  HISTORY     - 1986     MONUMENTED       MNDT
 OP1331
 OP1331                          STATION DESCRIPTION
 OP1331
 OP1331'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1331'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF THE CITY OF ST
 OP1331'JAMES, 1.9 MI (3.1 KM) EAST ALONG TRUNK HIGHWAYS 60 AND 30 FROM THEIR
 OP1331'JUNCTION WITH COUNTY ROAD 12 EAST OF ST JAMES, IN THE NW 1/4 OF
 OP1331'SECTION 22, T106N, R31W, AT HIGHWAY 60 MILEPOINT 71.7.  THE MARK, A
 OP1331'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---8309
 OP1331'R 1986---, IS FORCED ONTO THE TOP OF A 3/4-INCH DIAMETER BY 40-FOOT
 OP1331'LONG DRIVEN ALUMINUM ROD, AND IS FLUSH WITH THE GROUND.  THE MARK IS
 OP1331'99.5 FT (30.3 M) SOUTH OF AND ABOUT 1 FT (0.3 M) LOWER THAN THE
 OP1331'CENTERLINE OF EASTBOUND TRUNK HIGHWAY 60 AT ENGINEERS STATIONING
 OP1331'1815+30, 67.0 FT (20.4 M) EAST OF THE CENTER OF A GRAVEL ROAD, 5.3 FT
 OP1331'(1.6 M) WEST OF A STEEL RIGHT-OF-WAY POST, 7.2 FT (2.2 M) EAST
 OP1331'SOUTHEAST OF A POWER POLE, AND 0.8 FT (0.2 M) NORTH OF A STEEL
 OP1331'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1332 ***********************************************************************
 OP1332  DESIGNATION -  8309 S
 OP1332  PID         -  OP1332
 OP1332  STATE/COUNTY-  MN/WATONWAN
 OP1332  USGS QUAD   -  ST JAMES EAST (1979)
 OP1332
 OP1332                         *CURRENT SURVEY CONTROL
 OP1332  ___________________________________________________________________
 OP1332* NAD 83(1986)-  43 58 42.     (N)    094 32 22.     (W)     SCALED    
 OP1332* NAVD 88     -       324.754  (meters)    1065.46   (feet)  ADJUSTED  
 OP1332  ___________________________________________________________________
 OP1332  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 OP1332  DYNAMIC HT  -         324.696 (meters)    1065.27  (feet)  COMP
 OP1332  MODELED GRAV-     980,429.7   (mgal)                       NAVD 88
 OP1332
 OP1332  VERT ORDER  -  SECOND    CLASS II
 OP1332
 OP1332.The horizontal coordinates were scaled from a topographic map and have
 OP1332.an estimated accuracy of +/- 6 seconds.
 OP1332
 OP1332.The orthometric height was determined by differential leveling
 OP1332.and adjusted by the National Geodetic Survey in June 1995..
 OP1332
 OP1332.The geoid height was determined by GEOID03.
 OP1332
 OP1332.The dynamic height is computed by dividing the NAVD 88
 OP1332.geopotential number by the normal gravity value computed on the
 OP1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1332.degrees latitude (g = 980.6199 gals.).
 OP1332
 OP1332.The modeled gravity was interpolated from observed gravity values.
 OP1332
 OP1332;                    North         East    Units  Estimated Accuracy
 OP1332;SPC MN S     -   208,850.      756,720.      MT  (+/- 180 meters Scaled)
 OP1332
 OP1332                          SUPERSEDED SURVEY CONTROL
 OP1332
 OP1332.No superseded survey control is available for this station.
 OP1332
 OP1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ765706(NAD 83)
 OP1332_MARKER: DV = VERTICAL CONTROL DISK
 OP1332_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1332_SP_SET: ALUMINUM ALLOY ROD
 OP1332_STAMPING: 8309 S 1986
 OP1332_MARK LOGO: MNDT  
 OP1332_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1332
 OP1332  HISTORY     - Date     Condition        Report By
 OP1332  HISTORY     - 1986     MONUMENTED       MNDT
 OP1332
 OP1332                          STATION DESCRIPTION
 OP1332
 OP1332'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1332'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) EAST OF THE CITY OF ST JAMES,
 OP1332'2.35 MI (3.78 KM) EAST ALONG TRUNK HIGHWAYS 60 AND 30 FROM THEIR
 OP1332'JUNCTION WITH COUNTY ROAD 12 EAST OF ST JAMES, IN THE NE 1/4 OF
 OP1332'SECTION 22, T106N, R31W, AT MILEPOINT 72.15.  THE MARK A STANDARD
 OP1332'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---8309 S
 OP1332'1986---, FORCED ONTO THE TOP OF A 3/4-INCH DIAMETER BY 40-FOOT LONG
 OP1332'DRIVEN ALUMINUM ROD, AND IS FLUSH WITH THE GROUND.  THE MARK IS 114.0
 OP1332'FT (34.7 M) SOUTH OF AND ABOUT 3 FT (0.9 M) LOWER THAN THE CENTERLINE
 OP1332'OF EASTBOUND TRUNK HIGHWAY 60 AT ENGINEERS STATIONING 1841+15, 14.0
 OP1332'FT (4.3 M) EAST OF THE CENTER OF ENTRANCE TO A SANITARY LANDFILL
 OP1332'DUMP, 1.6 FT (0.5 M) EAST OF EAST GATE POST, AND 37.7 FT (11.5 M)
 OP1332'EAST- SOUTHEAST OF A STEEL RIGHT-OF-WAY POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1333 ***********************************************************************
 OP1333  DESIGNATION -  8309 T
 OP1333  PID         -  OP1333
 OP1333  STATE/COUNTY-  MN/WATONWAN
 OP1333  USGS QUAD   -  ST JAMES EAST (1979)
 OP1333
 OP1333                         *CURRENT SURVEY CONTROL
 OP1333  ___________________________________________________________________
 OP1333* NAD 83(1986)-  43 58 42.     (N)    094 31 23.     (W)     SCALED    
 OP1333* NAVD 88     -       316.877  (meters)    1039.62   (feet)  ADJUSTED  
 OP1333  ___________________________________________________________________
 OP1333  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 OP1333  DYNAMIC HT  -         316.820 (meters)    1039.43  (feet)  COMP
 OP1333  MODELED GRAV-     980,430.6   (mgal)                       NAVD 88
 OP1333
 OP1333  VERT ORDER  -  SECOND    CLASS II
 OP1333
 OP1333.The horizontal coordinates were scaled from a topographic map and have
 OP1333.an estimated accuracy of +/- 6 seconds.
 OP1333
 OP1333.The orthometric height was determined by differential leveling
 OP1333.and adjusted by the National Geodetic Survey in June 1995..
 OP1333
 OP1333.The geoid height was determined by GEOID03.
 OP1333
 OP1333.The dynamic height is computed by dividing the NAVD 88
 OP1333.geopotential number by the normal gravity value computed on the
 OP1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1333.degrees latitude (g = 980.6199 gals.).
 OP1333
 OP1333.The modeled gravity was interpolated from observed gravity values.
 OP1333
 OP1333;                    North         East    Units  Estimated Accuracy
 OP1333;SPC MN S     -   208,840.      758,030.      MT  (+/- 180 meters Scaled)
 OP1333
 OP1333                          SUPERSEDED SURVEY CONTROL
 OP1333
 OP1333.No superseded survey control is available for this station.
 OP1333
 OP1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ778705(NAD 83)
 OP1333_MARKER: DV = VERTICAL CONTROL DISK
 OP1333_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP1333_SP_SET: BRIDGE ABUTMENT
 OP1333_STAMPING: 8309 T 1986
 OP1333_MARK LOGO: MNDT  
 OP1333_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1333
 OP1333  HISTORY     - Date     Condition        Report By
 OP1333  HISTORY     - 1986     MONUMENTED       MNDT
 OP1333
 OP1333                          STATION DESCRIPTION
 OP1333
 OP1333'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1333'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) EAST OF THE CITY OF ST JAMES,
 OP1333'3.15 MI (5.07 KM) EAST ALONG TRUNK HIGHWAYS 60 AND 30 FROM THEIR
 OP1333'JUNCTION WITH COUNTY ROAD 12 EAST OF ST JAMES, IN THE NW 1/4 OF
 OP1333'SECTION 23, T106N, R31W, AT TRUNK HIGHWAY 60 MILEPOINT 72.95.  THE
 OP1333'MARK, STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OP1333'STAMPED---8309 T 1986---, IS SET IN A DRILL HOLE IN THE SOUTHWEST
 OP1333'ABUTMENT OF BRIDGE NUMBER 83030 (TRUNK HIGHWAYS 60 AND 30 OVER THE
 OP1333'SOUTH FORK OF THE WATONWAN RIVER). THE MARK IS 27.0 FT (8.2 M) SOUTH
 OP1333'OF AND ABOUT 0.5 FT (0.2 M) HIGHER THAN THE EAST BOUND LANE OF
 OP1333'HIGHWAYS 60 AND 30 AT ENGINEERS STATIONING 1883+65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1334 ***********************************************************************
 OP1334  DESIGNATION -  8309 U
 OP1334  PID         -  OP1334
 OP1334  STATE/COUNTY-  MN/WATONWAN
 OP1334  USGS QUAD   -  ST JAMES EAST (1979)
 OP1334
 OP1334                         *CURRENT SURVEY CONTROL
 OP1334  ___________________________________________________________________
 OP1334* NAD 83(1986)-  43 58 42.     (N)    094 30 34.     (W)     SCALED    
 OP1334* NAVD 88     -       321.809  (meters)    1055.80   (feet)  ADJUSTED  
 OP1334  ___________________________________________________________________
 OP1334  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 OP1334  DYNAMIC HT  -         321.751 (meters)    1055.61  (feet)  COMP
 OP1334  MODELED GRAV-     980,431.3   (mgal)                       NAVD 88
 OP1334
 OP1334  VERT ORDER  -  SECOND    CLASS II
 OP1334
 OP1334.The horizontal coordinates were scaled from a topographic map and have
 OP1334.an estimated accuracy of +/- 6 seconds.
 OP1334
 OP1334.The orthometric height was determined by differential leveling
 OP1334.and adjusted by the National Geodetic Survey in June 1995..
 OP1334
 OP1334.The geoid height was determined by GEOID03.
 OP1334
 OP1334.The dynamic height is computed by dividing the NAVD 88
 OP1334.geopotential number by the normal gravity value computed on the
 OP1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1334.degrees latitude (g = 980.6199 gals.).
 OP1334
 OP1334.The modeled gravity was interpolated from observed gravity values.
 OP1334
 OP1334;                    North         East    Units  Estimated Accuracy
 OP1334;SPC MN S     -   208,830.      759,130.      MT  (+/- 180 meters Scaled)
 OP1334
 OP1334                          SUPERSEDED SURVEY CONTROL
 OP1334
 OP1334.No superseded survey control is available for this station.
 OP1334
 OP1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ789705(NAD 83)
 OP1334_MARKER: DV = VERTICAL CONTROL DISK
 OP1334_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1334_SP_SET: ALUMINUM ALLOY ROD
 OP1334_STAMPING: 8309 U 1986
 OP1334_MARK LOGO: MNDT  
 OP1334_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1334
 OP1334  HISTORY     - Date     Condition        Report By
 OP1334  HISTORY     - 1986     MONUMENTED       MNDT
 OP1334
 OP1334                          STATION DESCRIPTION
 OP1334
 OP1334'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1334'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) EAST OF THE CITY OF ST
 OP1334'JAMES, 3.65 MI (5.87 KM) EAST ALONG TRUNK HIGHWAYS 60 AND 30 FROM
 OP1334'THEIR JUNCTION WITH COUNTY ROAD 12 EAST OF ST JAMES, OR 4.05 MI
 OP1334'(6.52 KM) WEST ALONG HIGHWAYS 60 AND 30 FROM THEIR JUNCTION WITH
 OP1334'TRUNK HIGHWAY 15, IN THE NE 1/4 OF SECTION 23, T106N, R31W, AT
 OP1334'HIGHWAY 60 MILEPOINT 73.5.  THE MARK A STANDARD MAGNETIC MNDT
 OP1334'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---8309 U 1986---, IS
 OP1334'FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 35-FOOT LONG
 OP1334'ALUMINUM ROD, AND IS FLUSH WITH THE GROUND. THE MARK IS 100.0 FT
 OP1334'(30.5 M) SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE
 OP1334'EASTBOUND LANE OF HIGHWAY 60, 116.8 FT (35.6 M) SOUTHWEST OF A LIGHT
 OP1334'STANDARD, 23.0 FT (7.0 M) NORTHWEST OF THE CENTER OF A DRIVEWAY, 3.7
 OP1334'FT (1.1 M) WEST NORTHWEST OF A STEEL RIGHT-OF-WAY POST, AND 1.8 FT
 OP1334'(0.5 M) EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1335 ***********************************************************************
 OP1335  DESIGNATION -  8309 V
 OP1335  PID         -  OP1335
 OP1335  STATE/COUNTY-  MN/WATONWAN
 OP1335  USGS QUAD   -  LEWISVILLE (1979)
 OP1335
 OP1335                         *CURRENT SURVEY CONTROL
 OP1335  ___________________________________________________________________
 OP1335* NAD 83(1986)-  43 58 42.     (N)    094 29 40.     (W)     SCALED    
 OP1335* NAVD 88     -       322.165  (meters)    1056.97   (feet)  ADJUSTED  
 OP1335  ___________________________________________________________________
 OP1335  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 OP1335  DYNAMIC HT  -         322.108 (meters)    1056.78  (feet)  COMP
 OP1335  MODELED GRAV-     980,432.4   (mgal)                       NAVD 88
 OP1335
 OP1335  VERT ORDER  -  SECOND    CLASS II
 OP1335
 OP1335.The horizontal coordinates were scaled from a topographic map and have
 OP1335.an estimated accuracy of +/- 6 seconds.
 OP1335
 OP1335.The orthometric height was determined by differential leveling
 OP1335.and adjusted by the National Geodetic Survey in June 1995..
 OP1335
 OP1335.The geoid height was determined by GEOID03.
 OP1335
 OP1335.The dynamic height is computed by dividing the NAVD 88
 OP1335.geopotential number by the normal gravity value computed on the
 OP1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1335.degrees latitude (g = 980.6199 gals.).
 OP1335
 OP1335.The modeled gravity was interpolated from observed gravity values.
 OP1335
 OP1335;                    North         East    Units  Estimated Accuracy
 OP1335;SPC MN S     -   208,830.      760,330.      MT  (+/- 180 meters Scaled)
 OP1335
 OP1335                          SUPERSEDED SURVEY CONTROL
 OP1335
 OP1335.No superseded survey control is available for this station.
 OP1335
 OP1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ801705(NAD 83)
 OP1335_MARKER: DV = VERTICAL CONTROL DISK
 OP1335_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1335_SP_SET: ALUMINUM ALLOY ROD
 OP1335_STAMPING: 8309 V 1986
 OP1335_MARK LOGO: MNDT  
 OP1335_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1335
 OP1335  HISTORY     - Date     Condition        Report By
 OP1335  HISTORY     - 1986     MONUMENTED       MNDT
 OP1335
 OP1335                          STATION DESCRIPTION
 OP1335
 OP1335'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1335'THE MARK IS LOCATED ABOUT 6 MI (9.7 KM) SOUTHWEST OF THE CITY OF
 OP1335'MADELIA, 3.25 MI (5.23 KM) WEST ALONG TRUNK HIGHWAYS 60 AND 30 FROM
 OP1335'THEIR JUNCTION WITH TRUNK HIGHWAY 15 SOUTH OF MADELIA, IN THE NE 1/4
 OP1335'OF SECTION 24, T106N, R31W, AT TRUNK HIGHWAY 60 MILEPOINT 74.3.  THE
 OP1335'MARK, A STANDARD MAGNETIC MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 OP1335'DISK STAMPED---8309 V 1986---, IS FORCED ONTO THE TOP OF A 3/4-INCH
 OP1335'DIAMETER BY 35-FOOT LONG ALUMINUM DRIVEN ROD, AND IS FLUSH WITH THE
 OP1335'GROUND.  THE MARK 75.0 FT (22.9 M) SOUTH OF AND ABOUT 2 FT (0.6 M)
 OP1335'LOWER THAN THE CENTERLINE OF EASTBOUND HIGHWAYS 60 AND 30, 45.0 FT
 OP1335'(13.7 M) SOUTH-SOUTHWEST OF THE SOUTH STEEL SIGN POST FOR A SIGN (JCT
 OP1335'WATONWAN COUNTY 16), 12.9 FT (3.9 M) WEST OF AN 8-INCH COTTONWOOD
 OP1335'TREE, AND 1.3 FT (0.4 M) EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1336 ***********************************************************************
 OP1336  DESIGNATION -  8309 W
 OP1336  PID         -  OP1336
 OP1336  STATE/COUNTY-  MN/WATONWAN
 OP1336  USGS QUAD   -  LEWISVILLE (1979)
 OP1336
 OP1336                         *CURRENT SURVEY CONTROL
 OP1336  ___________________________________________________________________
 OP1336* NAD 83(1986)-  43 58 42.     (N)    094 28 53.     (W)     SCALED    
 OP1336* NAVD 88     -       324.781  (meters)    1065.55   (feet)  ADJUSTED  
 OP1336  ___________________________________________________________________
 OP1336  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 OP1336  DYNAMIC HT  -         324.723 (meters)    1065.36  (feet)  COMP
 OP1336  MODELED GRAV-     980,433.0   (mgal)                       NAVD 88
 OP1336
 OP1336  VERT ORDER  -  SECOND    CLASS II
 OP1336
 OP1336.The horizontal coordinates were scaled from a topographic map and have
 OP1336.an estimated accuracy of +/- 6 seconds.
 OP1336
 OP1336.The orthometric height was determined by differential leveling
 OP1336.and adjusted by the National Geodetic Survey in June 1995..
 OP1336
 OP1336.The geoid height was determined by GEOID03.
 OP1336
 OP1336.The dynamic height is computed by dividing the NAVD 88
 OP1336.geopotential number by the normal gravity value computed on the
 OP1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1336.degrees latitude (g = 980.6199 gals.).
 OP1336
 OP1336.The modeled gravity was interpolated from observed gravity values.
 OP1336
 OP1336;                    North         East    Units  Estimated Accuracy
 OP1336;SPC MN S     -   208,820.      761,380.      MT  (+/- 180 meters Scaled)
 OP1336
 OP1336                          SUPERSEDED SURVEY CONTROL
 OP1336
 OP1336.No superseded survey control is available for this station.
 OP1336
 OP1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ811705(NAD 83)
 OP1336_MARKER: DV = VERTICAL CONTROL DISK
 OP1336_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1336_SP_SET: ALUMINUM ALLOY ROD
 OP1336_STAMPING: 8309 W 1986
 OP1336_MARK LOGO: MNDT  
 OP1336_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1336
 OP1336  HISTORY     - Date     Condition        Report By
 OP1336  HISTORY     - 1986     MONUMENTED       MNDT
 OP1336
 OP1336                          STATION DESCRIPTION
 OP1336
 OP1336'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1336'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTHWEST OF THE CITY OF
 OP1336'MADELIA, 2.5 MI (4.0 KM) WEST ALONG TRUNK HIGHWAYS 60 AND 30 FROM
 OP1336'THEIR JUNCTION WITH TRUNK HIGHWAY 15 SOUTH OF MADELIA, IN THE NW 1/4
 OP1336'OF SECTION 19, T106N, R30W, AT HIGHWAY 60 MILEPOINT 75.0.  THE MARK,
 OP1336'A STANDARD MAGNETIC MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OP1336'STAMPED---8309 W 1986---, IS FORCED ONTO THE TOP OF A 3/4-INCH
 OP1336'DIAMETER BY 40-FOOT LONG DRIVEN ALUMINUM ROD, AND PROJECTS 0.1 FT
 OP1336'(0.03 M) ABOVE THE GROUND.  THE MARK IS 55.0 FT (16.8 M) SOUTH OF AND
 OP1336'ABOUT 4 FT (1.2 M) LOWER THAN THE CENTERLINE OF EASTBOUND TRUNK
 OP1336'HIGHWAY 60, 24.2 FT (7.4 M) SOUTH OF MILEPOST 75, 3.2 FT (1.0 M)
 OP1336'NORTH OF A STEEL SIGN POST FOR A SIGN (NO MOWING), AND IS 1.5 FT
 OP1336'(0.5 M) EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1337 ***********************************************************************
 OP1337  DESIGNATION -  8309 X
 OP1337  PID         -  OP1337
 OP1337  STATE/COUNTY-  MN/WATONWAN
 OP1337  USGS QUAD   -  LEWISVILLE (1979)
 OP1337
 OP1337                         *CURRENT SURVEY CONTROL
 OP1337  ___________________________________________________________________
 OP1337* NAD 83(1986)-  43 58 42.     (N)    094 28 19.     (W)     SCALED    
 OP1337* NAVD 88     -       320.800  (meters)    1052.49   (feet)  ADJUSTED  
 OP1337  ___________________________________________________________________
 OP1337  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 OP1337  DYNAMIC HT  -         320.744 (meters)    1052.31  (feet)  COMP
 OP1337  MODELED GRAV-     980,433.5   (mgal)                       NAVD 88
 OP1337
 OP1337  VERT ORDER  -  SECOND    CLASS II
 OP1337
 OP1337.The horizontal coordinates were scaled from a topographic map and have
 OP1337.an estimated accuracy of +/- 6 seconds.
 OP1337
 OP1337.The orthometric height was determined by differential leveling
 OP1337.and adjusted by the National Geodetic Survey in June 1995..
 OP1337
 OP1337.The geoid height was determined by GEOID03.
 OP1337
 OP1337.The dynamic height is computed by dividing the NAVD 88
 OP1337.geopotential number by the normal gravity value computed on the
 OP1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1337.degrees latitude (g = 980.6199 gals.).
 OP1337
 OP1337.The modeled gravity was interpolated from observed gravity values.
 OP1337
 OP1337;                    North         East    Units  Estimated Accuracy
 OP1337;SPC MN S     -   208,810.      762,140.      MT  (+/- 180 meters Scaled)
 OP1337
 OP1337                          SUPERSEDED SURVEY CONTROL
 OP1337
 OP1337.No superseded survey control is available for this station.
 OP1337
 OP1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ819705(NAD 83)
 OP1337_MARKER: DV = VERTICAL CONTROL DISK
 OP1337_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1337_SP_SET: ALUMINUM ALLOY ROD
 OP1337_STAMPING: 8309 X 1986
 OP1337_MARK LOGO: MNDT  
 OP1337_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1337
 OP1337  HISTORY     - Date     Condition        Report By
 OP1337  HISTORY     - 1986     MONUMENTED       MNDT
 OP1337
 OP1337                          STATION DESCRIPTION
 OP1337
 OP1337'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1337'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) SOUTH-SOUTHWEST OF THE CITY OF
 OP1337'MADELIA, 1.85 MI (2.98 KM) WEST ALONG TRUNK HIGHWAYS 60 AND 30 FROM
 OP1337'THEIR JUNCTION WITH TRUNK HIGHWAY 15 SOUTH OF MADELIA, IN THE NE 1/4
 OP1337'OF SECTION 19, T106N, R30W, AT MILEPOINT 75.65.  THE MARK, A STANDARD
 OP1337'MAGNETIC MNDT ALUMINUM VERTICAL CONTOL MONUMENT DISK STAMPED---8309 X
 OP1337'1986---, IS FORCED ONTO THE TOP OF A 3/4-INCH DIAMETER BY 40-FOOT
 OP1337'LONG DRIVEN ALUMINUM ROD AND IS FLUSH WITH THE GROUND.  THE MARK IS
 OP1337'149.0 FT (45.4 M) SOUTH OF THE CENTERLINE OF EASTBOUND TRUNK HIGHWAY
 OP1337'60, 37.5 FT (11.4 M) WEST OF AND ABOUT LEVEL WITH THE CENTER OF
 OP1337'COUNTY ROAD 9 (GRAVEL), 48.4 FT (14.8 M) SOUTH-SOUTHWEST OF A HIGH
 OP1337'TENSION POLE, 86.6 FT (26.4 M) SOUTHWEST OF A POWER POLE, 3.1 FT
 OP1337'(0.9 M) EAST OF A STEEL CORNER GATE POST, AND 1.1 FT (0.3 M) NORTH OF
 OP1337'A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1338 ***********************************************************************
 OP1338  DESIGNATION -  8309 Y
 OP1338  PID         -  OP1338
 OP1338  STATE/COUNTY-  MN/WATONWAN
 OP1338  USGS QUAD   -  LEWISVILLE (1979)
 OP1338
 OP1338                         *CURRENT SURVEY CONTROL
 OP1338  ___________________________________________________________________
 OP1338* NAD 83(1986)-  43 58 41.     (N)    094 27 21.     (W)     SCALED    
 OP1338* NAVD 88     -       323.714  (meters)    1062.05   (feet)  ADJUSTED  
 OP1338  ___________________________________________________________________
 OP1338  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 OP1338  DYNAMIC HT  -         323.657 (meters)    1061.86  (feet)  COMP
 OP1338  MODELED GRAV-     980,434.1   (mgal)                       NAVD 88
 OP1338
 OP1338  VERT ORDER  -  SECOND    CLASS II
 OP1338
 OP1338.The horizontal coordinates were scaled from a topographic map and have
 OP1338.an estimated accuracy of +/- 6 seconds.
 OP1338
 OP1338.The orthometric height was determined by differential leveling
 OP1338.and adjusted by the National Geodetic Survey in June 1995..
 OP1338
 OP1338.The geoid height was determined by GEOID03.
 OP1338
 OP1338.The dynamic height is computed by dividing the NAVD 88
 OP1338.geopotential number by the normal gravity value computed on the
 OP1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1338.degrees latitude (g = 980.6199 gals.).
 OP1338
 OP1338.The modeled gravity was interpolated from observed gravity values.
 OP1338
 OP1338;                    North         East    Units  Estimated Accuracy
 OP1338;SPC MN S     -   208,780.      763,430.      MT  (+/- 180 meters Scaled)
 OP1338
 OP1338                          SUPERSEDED SURVEY CONTROL
 OP1338
 OP1338.No superseded survey control is available for this station.
 OP1338
 OP1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ832704(NAD 83)
 OP1338_MARKER: DV = VERTICAL CONTROL DISK
 OP1338_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1338_SP_SET: ALUMINUM ALLOY ROD
 OP1338_STAMPING: 8309 Y 1986
 OP1338_MARK LOGO: MNDT  
 OP1338_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1338
 OP1338  HISTORY     - Date     Condition        Report By
 OP1338  HISTORY     - 1986     MONUMENTED       MNDT
 OP1338
 OP1338                          STATION DESCRIPTION
 OP1338
 OP1338'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1338'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH-SOUTHWEST OF THE CITY
 OP1338'OF MADELIA, 1.25 MI (2.01 KM) WEST ALONG TRUNK HIGHWAYS 60 AND 30
 OP1338'FROM THEIR JUNCTION WITH TRUNK HIGHWAY 15 SOUTH OF MADELIA, IN THE NE
 OP1338'1/4 OF SECTION 20, T106N, R30W, AT MILEPOINT 76.25.  THE MARK, A
 OP1338'STANDARD MAGNETIC MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OP1338'STAMPED---8309 Y 1986---, IS FORCED ONTO THE TOP OF A 3/4-INCH
 OP1338'DIAMETER BY 40-FOOT LONG DRIVEN ALUMINUM ROD AND IS FLUSH WITH THE
 OP1338'GROUND.  THE MARK IS 98.8 FT (30.1 M) SOUTH OF AND ABOUT 2 FT
 OP1338'(0.6 M) LOWER THAN THE EASTBOUND CENTERLINE OF TRUNK HIGHWAY 60, 43.1
 OP1338'FT (13.1 M) SOUTH-SOUTHWEST OF A STEEL LEG (SOUTH 1 OF 3) OF THE SIGN
 OP1338'POST FOR A SIGN, 3.3 FT (1.0 M) EAST-NORTHEAST OF A POWER POLE, AND 1
 OP1338'FT (0.3 M) NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OP1339 ***********************************************************************
 OP1339  DESIGNATION -  8309 Z
 OP1339  PID         -  OP1339
 OP1339  STATE/COUNTY-  MN/WATONWAN
 OP1339  USGS QUAD   -  LEWISVILLE (1979)
 OP1339
 OP1339                         *CURRENT SURVEY CONTROL
 OP1339  ___________________________________________________________________
 OP1339* NAD 83(1986)-  43 58 41.     (N)    094 26 39.     (W)     SCALED    
 OP1339* NAVD 88     -       321.766  (meters)    1055.66   (feet)  ADJUSTED  
 OP1339  ___________________________________________________________________
 OP1339  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 OP1339  DYNAMIC HT  -         321.709 (meters)    1055.47  (feet)  COMP
 OP1339  MODELED GRAV-     980,434.6   (mgal)                       NAVD 88
 OP1339
 OP1339  VERT ORDER  -  SECOND    CLASS II
 OP1339
 OP1339.The horizontal coordinates were scaled from a topographic map and have
 OP1339.an estimated accuracy of +/- 6 seconds.
 OP1339
 OP1339.The orthometric height was determined by differential leveling
 OP1339.and adjusted by the National Geodetic Survey in June 1995..
 OP1339
 OP1339.The geoid height was determined by GEOID03.
 OP1339
 OP1339.The dynamic height is computed by dividing the NAVD 88
 OP1339.geopotential number by the normal gravity value computed on the
 OP1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1339.degrees latitude (g = 980.6199 gals.).
 OP1339
 OP1339.The modeled gravity was interpolated from observed gravity values.
 OP1339
 OP1339;                    North         East    Units  Estimated Accuracy
 OP1339;SPC MN S     -   208,770.      764,360.      MT  (+/- 180 meters Scaled)
 OP1339
 OP1339                          SUPERSEDED SURVEY CONTROL
 OP1339
 OP1339.No superseded survey control is available for this station.
 OP1339
 OP1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ841704(NAD 83)
 OP1339_MARKER: DV = VERTICAL CONTROL DISK
 OP1339_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1339_SP_SET: ALUMINUM ALLOY ROD
 OP1339_STAMPING: 8309 Z 1986
 OP1339_MARK LOGO: MNDT  
 OP1339_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1339
 OP1339  HISTORY     - Date     Condition        Report By
 OP1339  HISTORY     - 1986     MONUMENTED       MNDT
 OP1339
 OP1339                          STATION DESCRIPTION
 OP1339
 OP1339'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1339'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH-SOUTHWEST OF THE CITY
 OP1339'OF MADELIA, 1.25 MI (2.01 KM) WEST ALONG TRUNK HIGHWAYS 60 AND 30
 OP1339'FROM THEIR JUNCTION WITH TRUNK HIGHWAY 15 SOUTH OF MADELIA, IN THE NW
 OP1339'1/4 OF SECTION 21, T106N, R30W, AT HIGHWAY 60 MILEPOINT 76.85.  THE
 OP1339'MARK, A STANDARD MAGNETIC MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 OP1339'DISK STAMPED---8309 Z 1986---, IS FASTENED TO THE TOP OF A 3/4-INCH
 OP1339'DIAMETER BY 35-FOOT LONG DRIVEN ALUMINUM ROD AND IS FLUSH WITH THE
 OP1339'GROUND.  THE MARK IS 28.0 FT (8.5 M) SOUTH OF AND ABOUT 0.5 FT
 OP1339'(0.2 M) LOWER THAN THE CENTERLINE OF EASTBOUND HIGHWAY 60, 2.5 FT
 OP1339'(0.8 M) NORTH OF THE SOUTH STEEL STANDARD AT AN OVERHEAD SIGN, AND
 OP1339'2.3 FT (0.7 M) SOUTH OF A GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PQ0087 ***********************************************************************
 PQ0087  DESIGNATION -  8310 A
 PQ0087  PID         -  PQ0087
 PQ0087  STATE/COUNTY-  MN/WATONWAN
 PQ0087  USGS QUAD   -  MADELIA (1965)
 PQ0087
 PQ0087                         *CURRENT SURVEY CONTROL
 PQ0087  ___________________________________________________________________
 PQ0087* NAD 83(1996)-  44 03 42.62283(N)    094 23 44.54310(W)     ADJUSTED  
 PQ0087* NAVD 88     -       307.415  (meters)    1008.58   (feet)  ADJUSTED  
 PQ0087  ___________________________________________________________________
 PQ0087  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 PQ0087  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 PQ0087  DYNAMIC HT  -         307.360 (meters)    1008.40  (feet)  COMP
 PQ0087  MODELED GRAV-     980,433.9   (mgal)                       NAVD 88
 PQ0087
 PQ0087  HORZ ORDER  -  SECOND
 PQ0087  VERT ORDER  -  SECOND    CLASS 0
 PQ0087
 PQ0087.The horizontal coordinates were established by classical geodetic methods
 PQ0087.and adjusted by the National Geodetic Survey in March 1999..
 PQ0087
 PQ0087.The orthometric height was determined by differential leveling
 PQ0087.and adjusted by the National Geodetic Survey in June 1991..
 PQ0087
 PQ0087.The Laplace correction was computed from DEFLEC99 derived deflections.
 PQ0087
 PQ0087.The geoid height was determined by GEOID03.
 PQ0087
 PQ0087.The dynamic height is computed by dividing the NAVD 88
 PQ0087.geopotential number by the normal gravity value computed on the
 PQ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0087.degrees latitude (g = 980.6199 gals.).
 PQ0087
 PQ0087.The modeled gravity was interpolated from observed gravity values.
 PQ0087
 PQ0087;                    North         East     Units Scale Factor Converg.
 PQ0087;SPC MN S     -   218,059.638   768,296.546   MT  0.99995130   -0 16 38.5
 PQ0087;UTM  15      - 4,879,688.208   388,216.389   MT  0.99975368   -0 58 14.6
 PQ0087
 PQ0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0087!SPC MN S     -   0.99995619  x   0.99995130  =   0.99990749
 PQ0087!UTM  15      -   0.99995619  x   0.99975368  =   0.99970988
 PQ0087
 PQ0087                          SUPERSEDED SURVEY CONTROL
 PQ0087
 PQ0087  NAD 83(1986)-  44 03 42.61789(N)    094 23 44.53689(W) AD(       ) 2
 PQ0087  NAD 27      -  44 03 42.76041(N)    094 23 43.67961(W) AD(       ) 2
 PQ0087  NGVD 29 (??/??/92)  307.350  (m)         1008.36   (f) ADJ UNCH    2 0
 PQ0087
 PQ0087.Superseded values are not recommended for survey control.
 PQ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0087.See file dsdata.txt to determine how the superseded data were derived.
 PQ0087
 PQ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8821679688(NAD 83)
 PQ0087_MARKER: DD = SURVEY DISK
 PQ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0087_STAMPING: 8310-A 1960
 PQ0087_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0087+STABILITY: SURFACE MOTION
 PQ0087
 PQ0087  HISTORY     - Date     Condition        Report By
 PQ0087  HISTORY     - 1972     MONUMENTED       MNDT
 PQ0087  HISTORY     - 1973     GOOD             MNDT
 PQ0087  HISTORY     - 1981     GOOD             MNDT
 PQ0087
 PQ0087                          STATION DESCRIPTION
 PQ0087
 PQ0087'DESCRIBED BY MN DEPT OF TRANSP 1972 (HTS)
 PQ0087'A STANDARD MHD BENCH MARK DISK STAMPED, 8310-A 1960, IS SET IN A
 PQ0087'PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 PQ0087'GROUND.  THE MARK IS 120.0 FEET NORTH OF THE CENTERLINE OF TRUNK
 PQ0087'HIGHWAY 60, 60 FEET WEST OF THE WEST END OF CONCRETE CULVERT, 15.5
 PQ0087'FEET SOUTH OF THE SOUTH RAIL AND 1.0 FEET SOUTH OF A STEEL POST.
 PQ0087
 PQ0087                          STATION RECOVERY (1973)
 PQ0087
 PQ0087'RECOVERY NOTE BY MN DEPT OF TRANSP 1973
 PQ0087'1.75 MI NE FROM MADELIA.
 PQ0087'MARK IS LOCATED 1.8 MILES NORTHEAST ALONG T.H. 60 FROM THE JUNCTION OF
 PQ0087'T.H. 60 AND T.H. 15 IN MADELIA, 0.15 MILES SOUTHWEST OF A TOWNSHIP
 PQ0087'ROAD, 120 FEET NORTHWEST OF THE T.H. 60 CENTERLINE AT MILE POINT 84.4,
 PQ0087'93 FEET NORTHWEST OF THE NORTHWEST END OF A 36 INCH CONCRETE CULVERT
 PQ0087'UNDER T.H. 60, 14 FEET SOUTHEAST OF AND 6 FEET LOWER THAN THE
 PQ0087'SOUTHEAST RAIL OF THE CHICAGO-NORTHWESTERN RAILROAD AT MILE POINT
 PQ0087'108.1, 0.6 FEET SOUTHEAST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST
 PQ0087'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 23, T
 PQ0087'107, R 30.
 PQ0087
 PQ0087                          STATION RECOVERY (1981)
 PQ0087
 PQ0087'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (DKH)
 PQ0087'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF THE TOWN OF
 PQ0087'MADELIA, IN THE NE 1/4 OF SECTION 23, T107N, R30W, ON THE SOUTH
 PQ0087'RIGHT-OF-WAY OF THE CHICAGO NORTHWESTERN RAILWAY.
 PQ0087'
 PQ0087'TO REACH THE STATION FROM WHERE TRUNK HIGHWAY 15 GOES OVER TRUNK
 PQ0087'HIGHWAY 60, JUST NORTHEAST OF MADELIA, GO NORTH AND EAST ON TRUNK
 PQ0087'HIGHWAY 60 FOR 0.4 MILE TO THE STATION ON THE LEFT.
 PQ0087'
 PQ0087'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK
 PQ0087'STAMPED---8310 A 1960---, IS SET IN THE TOP OF A 6 INCH ROUND MAGNETIC
 PQ0087'PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 PQ0087'THE MARK IS 120 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 60, 15.5
 PQ0087'FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 13.5 FEET
 PQ0087'WEST-SOUTHWEST OF A 36 INCH DIAMETER STEEL CULVERT UNDER THE RAILROAD
 PQ0087'TRACKS, 36.4 FEET WEST-NORTHWEST OF A TELEPHONE POLE, AND 1.0 FOOT
 PQ0087'SOUTH OF A STEEL WITNESS POST.
 PQ0087'
 PQ0087'THIS STATION IS AN AZIMUTH SIGHT FOR STATION FEDJE 2 MNDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0999 ***********************************************************************
 PP0999  DESIGNATION -  832
 PP0999  PID         -  PP0999
 PP0999  STATE/COUNTY-  MN/HENNEPIN
 PP0999  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP0999
 PP0999                         *CURRENT SURVEY CONTROL
 PP0999  ___________________________________________________________________
 PP0999* NAD 83(1986)-  44 59 13.     (N)    093 15 16.     (W)     SCALED    
 PP0999* NAVD 88     -       257.670  (meters)     845.37   (feet)  ADJUSTED  
 PP0999  ___________________________________________________________________
 PP0999  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP0999  DYNAMIC HT  -         257.664 (meters)     845.35  (feet)  COMP
 PP0999  MODELED GRAV-     980,585.1   (mgal)                       NAVD 88
 PP0999
 PP0999  VERT ORDER  -  FIRST     CLASS I
 PP0999
 PP0999.The horizontal coordinates were scaled from a topographic map and have
 PP0999.an estimated accuracy of +/- 6 seconds.
 PP0999
 PP0999.The orthometric height was determined by differential leveling
 PP0999.and adjusted by the National Geodetic Survey in June 1991..
 PP0999
 PP0999.The geoid height was determined by GEOID03.
 PP0999
 PP0999.The dynamic height is computed by dividing the NAVD 88
 PP0999.geopotential number by the normal gravity value computed on the
 PP0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0999.degrees latitude (g = 980.6199 gals.).
 PP0999
 PP0999.The modeled gravity was interpolated from observed gravity values.
 PP0999
 PP0999;                    North         East    Units  Estimated Accuracy
 PP0999;SPC MN S     -   321,040.      858,800.      MT  (+/- 180 meters Scaled)
 PP0999
 PP0999                          SUPERSEDED SURVEY CONTROL
 PP0999
 PP0999  NGVD 29 (??/??/92)  257.615  (m)          845.19   (f) ADJ UNCH    1 1
 PP0999
 PP0999.Superseded values are not recommended for survey control.
 PP0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0999.See file dsdata.txt to determine how the superseded data were derived.
 PP0999
 PP0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK799815(NAD 83)
 PP0999_MARKER: DD = SURVEY DISK
 PP0999_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0999_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0999_STAMPING: 832
 PP0999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0999
 PP0999  HISTORY     - Date     Condition        Report By
 PP0999  HISTORY     - UNK      MONUMENTED
 PP0999  HISTORY     - 1970     GOOD             NGS
 PP0999
 PP0999                          STATION DESCRIPTION
 PP0999
 PP0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0999'0.1 MI SE FROM MINNEAPOLIS.
 PP0999'ABOUT 0.1 MILE SOUTHEAST ALONG UNIVERSITY AVENUE SE FROM THE
 PP0999'INTERSECTION OF HENNEPIN AVENUE AT MINNEAPOLIS, AT THE INTERSECTION OF
 PP0999'THE AVENUE AND CENTRAL AVENUE, 9.5 FEET NORTHEAST OF THE CENTER LINE
 PP0999'OF UNIVERSITY AVENUE SE, 18.8 FEET SOUTHEAST OF THE CENTER LINE OF
 PP0999'CENTRAL AVENUE, 13.5 FEET NORTHWEST OF THE SOUTHEAST CURB OF CENTRAL
 PP0999'AVENUE, 18.0 FEET SOUTHWEST OF THE NORTHEAST CURB LINE OF UNIVERSITY
 PP0999'AVENUE SE, AND IS A MINNEAPOLIS CITY DISK SET IN THE TOP OF A CONCRETE
 PP0999'POST 1.3 FEET BELOW THE AVENUE, ACCESS TO WHICH IS HAD THROUGH A
 PP0999'7-INCH IRON PIPE WHICH BEARS A COVER THAT IS LEVEL WITH THE AVENUE.
 PP0999'SECTION 23, T 29N, R 24W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6794 ***********************************************************************
 DF6794  DESIGNATION -  832 6
 DF6794  PID         -  DF6794
 DF6794  STATE/COUNTY-  MN/CASS
 DF6794  USGS QUAD   -  FIRST CROW WING LAKE (1970)
 DF6794
 DF6794                         *CURRENT SURVEY CONTROL
 DF6794  ___________________________________________________________________
 DF6794* NAD 83(1996)-  46 48 13.88823(N)    094 47 00.53587(W)     ADJUSTED  
 DF6794* NAVD 88     -       426.2    (meters)    1398.     (feet)  GPS OBS   
 DF6794  ___________________________________________________________________
 DF6794  X           -    -364,740.490 (meters)                     COMP
 DF6794  Y           -  -4,358,647.722 (meters)                     COMP
 DF6794  Z           -   4,627,157.236 (meters)                     COMP
 DF6794  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 DF6794  ELLIP HEIGHT-         398.66  (meters)          (08/04/03) GPS OBS
 DF6794  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DF6794
 DF6794  HORZ ORDER  -  FIRST
 DF6794  ELLP ORDER  -  THIRD     CLASS II
 DF6794
 DF6794.The horizontal coordinates were established by GPS observations
 DF6794.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6794
 DF6794.The orthometric height was determined by GPS observations and a
 DF6794.high-resolution geoid model.
 DF6794
 DF6794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6794
 DF6794.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6794
 DF6794.The ellipsoidal height was determined by GPS observations
 DF6794.and is referenced to NAD 83.
 DF6794
 DF6794.The geoid height was determined by GEOID03.
 DF6794
 DF6794;                    North         East     Units Scale Factor Converg.
 DF6794;SPC MN C     -   300,633.100   759,279.353   MT  0.99995550   -0 23 09.3
 DF6794;UTM  15      - 5,184,912.208   363,915.689   MT  0.99982762   -1 18 01.4
 DF6794
 DF6794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6794!SPC MN C     -   0.99993751  x   0.99995550  =   0.99989302
 DF6794!UTM  15      -   0.99993751  x   0.99982762  =   0.99976514
 DF6794
 DF6794                          SUPERSEDED SURVEY CONTROL
 DF6794
 DF6794.No superseded survey control is available for this station.
 DF6794
 DF6794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6391684912(NAD 83)
 DF6794_MARKER: DD = SURVEY DISK
 DF6794_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6794_STAMPING: 832-6 2001
 DF6794_MARK LOGO: MN-057
 DF6794_PROJECTION: RECESSED 5 CENTIMETERS
 DF6794_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6794+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6794_ROD/PIPE-DEPTH: 15.2 meters
 DF6794
 DF6794  HISTORY     - Date     Condition        Report By
 DF6794  HISTORY     - 2001     MONUMENTED       MN-057
 DF6794
 DF6794                          STATION DESCRIPTION
 DF6794
 DF6794'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6794'10.5 MILES (16.9 KM) SSE OF NEVIS, 1.78 MI (2.86 KM) WEST ALONG TH 87
 DF6794'FROM THE NORTH JCT OF TH
 DF6794'64, THEN 5.46 MI (8.79 KM) SOUTH ON CO RD 110, 0.15 MI (0.24 KM) EAST
 DF6794'OF CASS LINE RD, 30 FT (9.1 M)
 DF6794'SOUTH OF CO RD 110, 25 FT (7.6 M) EAST OF ENTRANCE, 108.26 FT (33.00
 DF6794'M) SE OF P-POLE, 3 FT (0.9 M)
 DF6794'WEST OF WIT POST.
 DF6794'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6795 ***********************************************************************
 DF6795  DESIGNATION -  834 6
 DF6795  PID         -  DF6795
 DF6795  STATE/COUNTY-  MN/WADENA
 DF6795  USGS QUAD   -  MENAHGA (1980)
 DF6795
 DF6795                         *CURRENT SURVEY CONTROL
 DF6795  ___________________________________________________________________
 DF6795* NAD 83(1996)-  46 48 18.90450(N)    095 01 11.25100(W)     ADJUSTED  
 DF6795* NAVD 88     -       427.4    (meters)    1402.     (feet)  GPS OBS   
 DF6795  ___________________________________________________________________
 DF6795  X           -    -382,704.274 (meters)                     COMP
 DF6795  Y           -  -4,356,994.793 (meters)                     COMP
 DF6795  Z           -   4,627,264.306 (meters)                     COMP
 DF6795  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 DF6795  ELLIP HEIGHT-         400.08  (meters)          (08/04/03) GPS OBS
 DF6795  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 DF6795
 DF6795  HORZ ORDER  -  FIRST
 DF6795  ELLP ORDER  -  THIRD     CLASS II
 DF6795
 DF6795.The horizontal coordinates were established by GPS observations
 DF6795.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6795
 DF6795.The orthometric height was determined by GPS observations and a
 DF6795.high-resolution geoid model.
 DF6795
 DF6795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6795
 DF6795.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6795
 DF6795.The ellipsoidal height was determined by GPS observations
 DF6795.and is referenced to NAD 83.
 DF6795
 DF6795.The geoid height was determined by GEOID03.
 DF6795
 DF6795;                    North         East     Units Scale Factor Converg.
 DF6795;SPC MN C     -   300,936.386   741,243.837   MT  0.99995570   -0 33 24.7
 DF6795;UTM  15      - 5,185,503.469   345,889.058   MT  0.99989192   -1 28 22.0
 DF6795
 DF6795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6795!SPC MN C     -   0.99993729  x   0.99995570  =   0.99989299
 DF6795!UTM  15      -   0.99993729  x   0.99989192  =   0.99982922
 DF6795
 DF6795                          SUPERSEDED SURVEY CONTROL
 DF6795
 DF6795.No superseded survey control is available for this station.
 DF6795
 DF6795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4588985503(NAD 83)
 DF6795_MARKER: DD = SURVEY DISK
 DF6795_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6795_STAMPING: 834-6 2001
 DF6795_MARK LOGO: MN-057
 DF6795_PROJECTION: RECESSED 5 CENTIMETERS
 DF6795_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6795+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6795_ROD/PIPE-DEPTH: 12.2 meters
 DF6795
 DF6795  HISTORY     - Date     Condition        Report By
 DF6795  HISTORY     - 2001     MONUMENTED       MN-057
 DF6795
 DF6795                          STATION DESCRIPTION
 DF6795
 DF6795'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6795'7 MILES (11.3 KM) SSE OF PARK RAPIDS, 4.07 MI (6.55 KM) EAST ALONG TH
 DF6795'87 FROM JCT OF TH 71, THEN
 DF6795'2.48 MI (3.99 KM) SOUTH ON CO RD 6, THEN 0.4 MILES (0.6 KM) WEST ON CO
 DF6795'RD 47, 49 FT (14.9 M) SOUTH
 DF6795'OF CO RD 47, 116.4 FT (35.5 M) SSE OF 11 INCH JACKPINE, 117.98 FT
 DF6795'(35.96 M) SW OF P-POLE, 3 FT (0.9 M)
 DF6795'NORTH OF WIT POST.
 DF6795'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1000 ***********************************************************************
 PP1000  DESIGNATION -  835
 PP1000  PID         -  PP1000
 PP1000  STATE/COUNTY-  MN/HENNEPIN
 PP1000  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1000
 PP1000                         *CURRENT SURVEY CONTROL
 PP1000  ___________________________________________________________________
 PP1000* NAD 83(1986)-  44 59 23.     (N)    093 15 28.     (W)     SCALED    
 PP1000* NAVD 88     -       257.471  (meters)     844.72   (feet)  ADJUSTED  
 PP1000  ___________________________________________________________________
 PP1000  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 PP1000  DYNAMIC HT  -         257.464 (meters)     844.70  (feet)  COMP
 PP1000  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 PP1000
 PP1000  VERT ORDER  -  FIRST     CLASS I
 PP1000
 PP1000.The horizontal coordinates were scaled from a topographic map and have
 PP1000.an estimated accuracy of +/- 6 seconds.
 PP1000
 PP1000.The orthometric height was determined by differential leveling
 PP1000.and adjusted by the National Geodetic Survey in June 1991..
 PP1000
 PP1000.The geoid height was determined by GEOID03.
 PP1000
 PP1000.The dynamic height is computed by dividing the NAVD 88
 PP1000.geopotential number by the normal gravity value computed on the
 PP1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1000.degrees latitude (g = 980.6199 gals.).
 PP1000
 PP1000.The modeled gravity was interpolated from observed gravity values.
 PP1000
 PP1000;                    North         East    Units  Estimated Accuracy
 PP1000;SPC MN S     -   321,350.      858,530.      MT  (+/- 180 meters Scaled)
 PP1000
 PP1000                          SUPERSEDED SURVEY CONTROL
 PP1000
 PP1000  NGVD 29 (??/??/92)  257.417  (m)          844.54   (f) ADJ UNCH    1 1
 PP1000
 PP1000.Superseded values are not recommended for survey control.
 PP1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1000.See file dsdata.txt to determine how the superseded data were derived.
 PP1000
 PP1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK796818(NAD 83)
 PP1000_MARKER: DD = SURVEY DISK
 PP1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1000_STAMPING: 835
 PP1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1000+STABILITY: SURFACE MOTION
 PP1000
 PP1000  HISTORY     - Date     Condition        Report By
 PP1000  HISTORY     - UNK      MONUMENTED
 PP1000  HISTORY     - 1970     GOOD             NGS
 PP1000
 PP1000                          STATION DESCRIPTION
 PP1000
 PP1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP1000'0.15 MI NW FROM MINNEAPOLIS.
 PP1000'ABOUT 0.15 MILE NORTHWEST ALONG UNIVERSITY AVENUE NE FROM THE
 PP1000'INTERSECTION OF HENNEPIN AVENUE AT MINNEAPOLIS, NEAR THE UNIVERSITY
 PP1000'AVENUE NE OVERPASS FOR THE BURLINGTON NORTHERN RAILROAD, 20.0 FEET
 PP1000'SOUTH-SOUTHEAST OF THE EAST END OF THE METAL GIRDER ON THE WEST SIDE
 PP1000'OF THE AVENUE, 334 FEET NORTH OF THE NORTH CURB OF 1ST AVENUE NE, 32.5
 PP1000'FEET SOUTHEAST OF PBM GREAT NORTHERN (MRC), AND IS A MINNEAPOLIS CITY
 PP1000'DISK SET IN THE TOP OF A CONCRETE POST 1.6 FEET BELOW THE AVENUE,
 PP1000'ACCESS TO WHICH IS HAD THROUGH A 7-INCH IRON PIPE WHICH BEARS A COVER
 PP1000'THAT IS LEVEL WITH THE AVENUE.  SECTION 23, T 29N, R 24W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF6796 ***********************************************************************
 DF6796  DESIGNATION -  836 1
 DF6796  PID         -  DF6796
 DF6796  STATE/COUNTY-  MN/BECKER
 DF6796  USGS QUAD   -  PARK RAPIDS SW (1969)
 DF6796
 DF6796                         *CURRENT SURVEY CONTROL
 DF6796  ___________________________________________________________________
 DF6796* NAD 83(1996)-  46 48 16.63223(N)    095 09 48.25010(W)     ADJUSTED  
 DF6796* NAVD 88     -       433.0    (meters)    1421.     (feet)  GPS OBS   
 DF6796  ___________________________________________________________________
 DF6796  X           -    -393,628.751 (meters)                     COMP
 DF6796  Y           -  -4,356,076.749 (meters)                     COMP
 DF6796  Z           -   4,627,220.481 (meters)                     COMP
 DF6796  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 DF6796  ELLIP HEIGHT-         405.85  (meters)          (08/04/03) GPS OBS
 DF6796  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 DF6796
 DF6796  HORZ ORDER  -  FIRST
 DF6796  ELLP ORDER  -  THIRD     CLASS II
 DF6796
 DF6796.The horizontal coordinates were established by GPS observations
 DF6796.and adjusted by the MN DEPT OF TRANSP in August 2003..
 DF6796
 DF6796.The orthometric height was determined by GPS observations and a
 DF6796.high-resolution geoid model.
 DF6796
 DF6796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6796
 DF6796.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF6796
 DF6796.The ellipsoidal height was determined by GPS observations
 DF6796.and is referenced to NAD 83.
 DF6796
 DF6796.The geoid height was determined by GEOID03.
 DF6796
 DF6796;                    North         East     Units Scale Factor Converg.
 DF6796;SPC MN C     -   300,982.698   730,282.042   MT  0.99995561   -0 39 38.7
 DF6796;UTM  15      - 5,185,725.074   334,929.871   MT  0.99993492   -1 34 39.1
 DF6796
 DF6796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6796!SPC MN C     -   0.99993639  x   0.99995561  =   0.99989200
 DF6796!UTM  15      -   0.99993639  x   0.99993492  =   0.99987131
 DF6796
 DF6796                          SUPERSEDED SURVEY CONTROL
 DF6796
 DF6796.No superseded survey control is available for this station.
 DF6796
 DF6796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3493085725(NAD 83)
 DF6796_MARKER: DD = SURVEY DISK
 DF6796_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6796_STAMPING: 836-1 2001
 DF6796_MARK LOGO: MN-057
 DF6796_PROJECTION: RECESSED 8 CENTIMETERS
 DF6796_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6796+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6796_ROD/PIPE-DEPTH:  4.6 meters
 DF6796
 DF6796  HISTORY     - Date     Condition        Report By
 DF6796  HISTORY     - 2001     MONUMENTED       MN-057
 DF6796
 DF6796                          STATION DESCRIPTION
 DF6796
 DF6796'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6796'10 MILES (16.1 KM) SSW OF PARK RAPIDS, 2.77 MI (4.46 KM) WEST OF TH 71
 DF6796'ON HUBBARD LINE ROAD,
 DF6796'100 FT (30.5 M) WEST OF CO RD 136, 33 FT (10.1 M) SOUTH OF HUBBARD
 DF6796'LINE ROAD, 91.15 FT (27.78 M)
 DF6796'SW OF P-POLE, 53.61 FT (16.34 M) WNW OF P-POLE, 3 FT (0.9 M) WEST OF
 DF6796'WIT POST.
 DF6796'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5961 ***********************************************************************
 DF5961  DESIGNATION -  84
 DF5961  PID         -  DF5961
 DF5961  STATE/COUNTY-  MN/PINE
 DF5961  USGS QUAD   -  NICKERSON (1981)
 DF5961
 DF5961                         *CURRENT SURVEY CONTROL
 DF5961  ___________________________________________________________________
 DF5961* NAD 83(1996)-  46 25 04.79200(N)    092 32 52.12006(W)     ADJUSTED  
 DF5961* NAVD 88     -       339.5    (meters)    1114.     (feet)  GPS OBS   
 DF5961  ___________________________________________________________________
 DF5961  X           -    -195,815.419 (meters)                     COMP
 DF5961  Y           -  -4,400,640.600 (meters)                     COMP
 DF5961  Z           -   4,597,626.811 (meters)                     COMP
 DF5961  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 DF5961  ELLIP HEIGHT-         311.66  (meters)          (05/27/03) GPS OBS
 DF5961  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DF5961
 DF5961  HORZ ORDER  -  FIRST
 DF5961  ELLP ORDER  -  THIRD     CLASS I
 DF5961
 DF5961.The horizontal coordinates were established by GPS observations
 DF5961.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5961
 DF5961.The orthometric height was determined by GPS observations and a
 DF5961.high-resolution geoid model.
 DF5961
 DF5961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5961
 DF5961.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5961
 DF5961.The ellipsoidal height was determined by GPS observations
 DF5961.and is referenced to NAD 83.
 DF5961
 DF5961.The geoid height was determined by GEOID03.
 DF5961
 DF5961;                    North         East     Units Scale Factor Converg.
 DF5961;SPC MN C     -   259,011.273   930,840.596   MT  0.99992307   +1 13 52.8
 DF5961;UTM  15      - 5,140,590.950   534,749.416   MT  0.99961484   +0 19 39.2
 DF5961
 DF5961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5961!SPC MN C     -   0.99995115  x   0.99992307  =   0.99987422
 DF5961!UTM  15      -   0.99995115  x   0.99961484  =   0.99956601
 DF5961
 DF5961                          SUPERSEDED SURVEY CONTROL
 DF5961
 DF5961.No superseded survey control is available for this station.
 DF5961
 DF5961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3474940591(NAD 83)
 DF5961_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5961_STAMPING: NO 84
 DF5961_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5961+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5961
 DF5961  HISTORY     - Date     Condition        Report By
 DF5961  HISTORY     - 1999     MONUMENTED       MN-115
 DF5961
 DF5961                          STATION DESCRIPTION
 DF5961
 DF5961'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5961'2.35 MI (3.78 KM) NW ON CO RD 164 FROM JCT OF TH 23 IN NICKERSON, 32
 DF5961'FT (9.8 M) SOUTH OF CO RD 164 (COUNTY LINE RD) , 2 FT (0.6 M) NORTH OF
 DF5961'WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB9897 ***********************************************************************
 AB9897  HT_MOD      -  This is a Height Modernization Survey Station.
 AB9897  CBN         -  This is a Cooperative Base Network Control Station.
 AB9897  DESIGNATION -  8406 G
 AB9897  PID         -  AB9897
 AB9897  STATE/COUNTY-  MN/WILKIN
 AB9897  USGS QUAD   -  DORAN (1981)
 AB9897
 AB9897                         *CURRENT SURVEY CONTROL
 AB9897  ___________________________________________________________________
 AB9897* NAD 83(1996)-  46 09 08.88448(N)    096 29 32.39255(W)     ADJUSTED  
 AB9897* NAVD 88     -       295.99   (meters)     971.1    (feet)  GPS OBS   
 AB9897  ___________________________________________________________________
 AB9897  X           -    -500,482.770 (meters)                     COMP
 AB9897  Y           -  -4,397,914.292 (meters)                     COMP
 AB9897  Z           -   4,577,198.033 (meters)                     COMP
 AB9897  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AB9897  ELLIP HEIGHT-         269.26  (meters)          (01/15/97) GPS OBS
 AB9897  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AB9897
 AB9897  HORZ ORDER  -  B
 AB9897  ELLP ORDER  -  FOURTH    CLASS I
 AB9897
 AB9897.The horizontal coordinates were established by GPS observations
 AB9897.and adjusted by the National Geodetic Survey in January 1997..
 AB9897
 AB9897.The orthometric height was determined by GPS observations and a
 AB9897.high-resolution geoid model using precise GPS observation and
 AB9897.processing techniques.
 AB9897
 AB9897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9897
 AB9897.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB9897
 AB9897.The ellipsoidal height was determined by GPS observations
 AB9897.and is referenced to NAD 83.
 AB9897
 AB9897.The geoid height was determined by GEOID03.
 AB9897
 AB9897;                    North         East     Units Scale Factor Converg.
 AB9897;SPC MN C     -   230,543.706   626,815.105   MT  0.99992707   -1 37 19.5
 AB9897;UTM  14      - 5,114,044.927   693,638.156   MT  1.00006095   +1 48 32.6
 AB9897
 AB9897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9897!SPC MN C     -   0.99995779  x   0.99992707  =   0.99988486
 AB9897!UTM  14      -   0.99995779  x   1.00006095  =   1.00001874
 AB9897
 AB9897                          SUPERSEDED SURVEY CONTROL
 AB9897
 AB9897.No superseded survey control is available for this station.
 AB9897
 AB9897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9363814045(NAD 83)
 AB9897_MARKER: DB = BENCH MARK DISK
 AB9897_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AB9897_STAMPING: 8406 G 1960
 AB9897_MARK LOGO: MNDT  
 AB9897_PROJECTION: PROJECTING 10 CENTIMETERS
 AB9897_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB9897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB9897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9897+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 AB9897
 AB9897  HISTORY     - Date     Condition        Report By
 AB9897  HISTORY     - 1960     MONUMENTED       MNDT
 AB9897  HISTORY     - 19940603 GOOD             MNDT
 AB9897  HISTORY     - 19961118 GOOD             NGS
 AB9897  HISTORY     - 20040802 GOOD             MNDT
 AB9897
 AB9897                          STATION DESCRIPTION
 AB9897
 AB9897'DESCRIBED BY MN DEPT OF TRANSP 1994 (DKH)
 AB9897'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 2
 AB9897'MI (3.2 KM) SOUTH OF THE TOWN OF DORAN IN THE SW 1/4 OF SECTION 17,
 AB9897'T131N, R46W.  TO REACH THE MARK FROM THE JCT OF TH 75 AND CO RD 9 IN
 AB9897'DORAN, GO SOUTH ON TH 75 FOR 2.4 MI (3.9 KM) TO TH 75 MP 195.85 AND
 AB9897'THE MARK ON THE LEFT.  THE MARK, A DISK IN A CONC MON, IS 101 FT (30.8
 AB9897'M) EAST OF TH 75, 63 FT (19.2 M) NORTH OF CO RD 156, AND 0.4 FT (12.2
 AB9897'CM) WEST OF A WIT POST.  RECOVERD AND DESCRIBED BY DAVID K. HERDER,
 AB9897'TYPED BY M.P.P.
 AB9897
 AB9897                          STATION RECOVERY (1996)
 AB9897
 AB9897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CFS)
 AB9897'THE STATION IS LOCATED 4.02 KM (2.50 MI) SOUTH-SOUTHWEST OF DORAN ON
 AB9897'THE RIGHT-OF-WAY OF U.S. HIGHWAY 75.  TO REACH THE STATION FROM THE
 AB9897'JUNCTION OF U.S. HIGHWAY 75 AND STATE HIGHWAY 9 WEST OF DORAN, GO
 AB9897'SOUTH ON HIGHWAY 75 FOR 3.94 KM (2.45 MI) TO A GRAVEL ROAD ON THE LEFT
 AB9897'(COUNTY ROAD 156) AND THE STATION ON THE LEFT IN THE SOUTHWEST CORNER
 AB9897'OF A FIELD.  IT IS LOCATED 30.9 M (101.4 FT) EAST OF THE CENTER OF
 AB9897'HIGHWAY 75, 19.5 M (64.0 FT) NORTH OF THE CENTER OF COUNTY ROAD 156,
 AB9897'0.1 M (0.3 FT) WEST OF A METAL WITNESS POST AND 0.1 M (0.3 FT) NORTH
 AB9897'OF A METAL GUARD POST.  THE MONUMENT IS A 5 INCH PREFAB CONCRETE POST.
 AB9897
 AB9897                          STATION RECOVERY (2004)
 AB9897
 AB9897'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JBG)
 AB9897'2.5 MILES SOUTH OF DORAN, 2.4 MILES SOUTH ALONG TRUNK HIGHWAY 75 FROM
 AB9897'JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 9 IN DORAN, AT TRUNK
 AB9897'HIGHWAY 75 MILEPOINT 195.85, 63 FEET NORTH OF COUNTY ROAD 156, 0.4
 AB9897'FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9822 ***********************************************************************
 AH9822  DESIGNATION -  8408 A
 AH9822  PID         -  AH9822
 AH9822  STATE/COUNTY-  MN/WILKIN
 AH9822  USGS QUAD   -  WOLVERTON (1966)
 AH9822
 AH9822                         *CURRENT SURVEY CONTROL
 AH9822  ___________________________________________________________________
 AH9822* NAD 83(1986)-  46 32 39.     (N)    096 43 45.     (W)     SCALED    
 AH9822* NAVD 88     -       284.696  (meters)     934.04   (feet)  ADJUSTED  
 AH9822  ___________________________________________________________________
 AH9822  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH9822  DYNAMIC HT  -         284.715 (meters)     934.10  (feet)  COMP
 AH9822  MODELED GRAV-     980,672.2   (mgal)                       NAVD 88
 AH9822
 AH9822  VERT ORDER  -  SECOND    CLASS I
 AH9822
 AH9822.The horizontal coordinates were scaled from a topographic map and have
 AH9822.an estimated accuracy of +/- 6 seconds.
 AH9822
 AH9822.The orthometric height was determined by differential leveling
 AH9822.and adjusted by the National Geodetic Survey in September 1999..
 AH9822
 AH9822.The geoid height was determined by GEOID03.
 AH9822
 AH9822.The dynamic height is computed by dividing the NAVD 88
 AH9822.geopotential number by the normal gravity value computed on the
 AH9822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9822.degrees latitude (g = 980.6199 gals.).
 AH9822
 AH9822.The modeled gravity was interpolated from observed gravity values.
 AH9822
 AH9822;                    North         East    Units  Estimated Accuracy
 AH9822;SPC MN C     -   274,610.      609,890.      MT  (+/- 180 meters Scaled)
 AH9822
 AH9822                          SUPERSEDED SURVEY CONTROL
 AH9822
 AH9822.No superseded survey control is available for this station.
 AH9822
 AH9822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS741570(NAD 83)
 AH9822_MARKER: DV = VERTICAL CONTROL DISK
 AH9822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9822_STAMPING: NO 8408 A 1948 932.961
 AH9822_MARK LOGO: MNDT  
 AH9822_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9822+STABILITY: SURFACE MOTION
 AH9822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9822+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1995
 AH9822
 AH9822  HISTORY     - Date     Condition        Report By
 AH9822  HISTORY     - 1948     MONUMENTED       MNDT
 AH9822  HISTORY     - 19950619 GOOD             MNDT
 AH9822
 AH9822                          STATION DESCRIPTION
 AH9822
 AH9822'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9822'LOCATED 1.5 MI (2.4 KM) SOUTH OF WOLVERTON, 70 FT (21.3 M) EAST OF TH
 AH9822'75, AT TH 75 MP 227.1, AT THE NE COR OF THE JCT OF TH 75 AND CO RD
 AH9822'184, 147 FT (44.8 M) NORTH OF CO RD 184, 8.8 FT (2.7 M) SSW OF A R/W
 AH9822'POST, AND 0.80 FT (24.38 CM) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9824 ***********************************************************************
 AH9824  DESIGNATION -  8408 C
 AH9824  PID         -  AH9824
 AH9824  STATE/COUNTY-  MN/WILKIN
 AH9824  USGS QUAD   -  WOLVERTON (1966)
 AH9824
 AH9824                         *CURRENT SURVEY CONTROL
 AH9824  ___________________________________________________________________
 AH9824* NAD 83(1986)-  46 34 47.     (N)    096 44 17.     (W)     SCALED    
 AH9824* NAVD 88     -       282.973  (meters)     928.39   (feet)  ADJUSTED  
 AH9824  ___________________________________________________________________
 AH9824  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AH9824  DYNAMIC HT  -         282.992 (meters)     928.45  (feet)  COMP
 AH9824  MODELED GRAV-     980,673.3   (mgal)                       NAVD 88
 AH9824
 AH9824  VERT ORDER  -  SECOND    CLASS I
 AH9824
 AH9824.The horizontal coordinates were scaled from a topographic map and have
 AH9824.an estimated accuracy of +/- 6 seconds.
 AH9824
 AH9824.The orthometric height was determined by differential leveling
 AH9824.and adjusted by the National Geodetic Survey in September 1999..
 AH9824
 AH9824.The geoid height was determined by GEOID03.
 AH9824
 AH9824.The dynamic height is computed by dividing the NAVD 88
 AH9824.geopotential number by the normal gravity value computed on the
 AH9824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9824.degrees latitude (g = 980.6199 gals.).
 AH9824
 AH9824.The modeled gravity was interpolated from observed gravity values.
 AH9824
 AH9824;                    North         East    Units  Estimated Accuracy
 AH9824;SPC MN C     -   278,580.      609,330.      MT  (+/- 180 meters Scaled)
 AH9824
 AH9824                          SUPERSEDED SURVEY CONTROL
 AH9824
 AH9824.No superseded survey control is available for this station.
 AH9824
 AH9824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS733609(NAD 83)
 AH9824_MARKER: DB = BENCH MARK DISK
 AH9824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9824_STAMPING: NO 8408 C 1948 927.189
 AH9824_MARK LOGO: MNDT  
 AH9824_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9824+STABILITY: SURFACE MOTION
 AH9824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9824+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1995
 AH9824
 AH9824  HISTORY     - Date     Condition        Report By
 AH9824  HISTORY     - 1948     MONUMENTED       MNDT
 AH9824  HISTORY     - 19950621 GOOD             MNDT
 AH9824
 AH9824                          STATION DESCRIPTION
 AH9824
 AH9824'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9824'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 AH9824'1.1 MI (1.8 KM) NORTH OF DEWEY AVE IN WOLVERTON, 75.4 FT (23.0 M) ENE
 AH9824'OF TH 75, AT TH 75 MP 229.55, 31.6 FT (9.6 M) WSW OF THE WEST RAIL OF
 AH9824'THE RR TRACKS, 50.6 FT (15.4 M) SSE OF A P-POLE, 87.5 FT (26.7 M)
 AH9824'SOUTH OF AN ENT, AND 0.70 FT (21.34 CM) WSW OF A WIT POST.  THE MARK
 AH9824'PROJECTS 0.5 FT (15.2 CM) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9827 ***********************************************************************
 AH9827  DESIGNATION -  8408 E
 AH9827  PID         -  AH9827
 AH9827  STATE/COUNTY-  MN/WILKIN
 AH9827  USGS QUAD   -  WOLVERTON (1966)
 AH9827
 AH9827                         *CURRENT SURVEY CONTROL
 AH9827  ___________________________________________________________________
 AH9827* NAD 83(1986)-  46 36 33.     (N)    096 44 50.     (W)     SCALED    
 AH9827* NAVD 88     -       281.415  (meters)     923.28   (feet)  ADJUSTED  
 AH9827  ___________________________________________________________________
 AH9827  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH9827  DYNAMIC HT  -         281.435 (meters)     923.34  (feet)  COMP
 AH9827  MODELED GRAV-     980,679.5   (mgal)                       NAVD 88
 AH9827
 AH9827  VERT ORDER  -  SECOND    CLASS I
 AH9827
 AH9827.The horizontal coordinates were scaled from a topographic map and have
 AH9827.an estimated accuracy of +/- 6 seconds.
 AH9827
 AH9827.The orthometric height was determined by differential leveling
 AH9827.and adjusted by the National Geodetic Survey in September 1999..
 AH9827
 AH9827.The geoid height was determined by GEOID03.
 AH9827
 AH9827.The dynamic height is computed by dividing the NAVD 88
 AH9827.geopotential number by the normal gravity value computed on the
 AH9827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9827.degrees latitude (g = 980.6199 gals.).
 AH9827
 AH9827.The modeled gravity was interpolated from observed gravity values.
 AH9827
 AH9827;                    North         East    Units  Estimated Accuracy
 AH9827;SPC MN C     -   281,870.      608,740.      MT  (+/- 180 meters Scaled)
 AH9827
 AH9827                          SUPERSEDED SURVEY CONTROL
 AH9827
 AH9827.No superseded survey control is available for this station.
 AH9827
 AH9827_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS725641(NAD 83)
 AH9827_MARKER: DB = BENCH MARK DISK
 AH9827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9827_STAMPING: NO 8408 E 1948 922.744
 AH9827_MARK LOGO: MNDT  
 AH9827_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9827+STABILITY: SURFACE MOTION
 AH9827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9827+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1995
 AH9827
 AH9827  HISTORY     - Date     Condition        Report By
 AH9827  HISTORY     - 1948     MONUMENTED       MNDT
 AH9827  HISTORY     - 19950621 GOOD             MNDT
 AH9827
 AH9827                          STATION DESCRIPTION
 AH9827
 AH9827'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9827'LOCATED 0.5 MI (0.8 KM) NORTH OF THE JCT OF TH 75 AND CO RD 27, 75 FT
 AH9827'(22.9 M) ENE OF TH 75, AT TH 75 MP 231.70, 49.9 FT (15.2 M) SSE OF A
 AH9827'P-POLE, 48.4 FT (14.8 M) WSW OF THE WEST RAIL OF THE RR TRACKS, AND
 AH9827'2.0 FT (0.6 M) NNW OF A WIT POST.  THE MARK IS BURIED 0.2 FT (6.1 CM)
 AH9827'BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9829 ***********************************************************************
 AH9829  DESIGNATION -  8408 F
 AH9829  PID         -  AH9829
 AH9829  STATE/COUNTY-  MN/WILKIN
 AH9829  USGS QUAD   -  CHRISTINE (1979)
 AH9829
 AH9829                         *CURRENT SURVEY CONTROL
 AH9829  ___________________________________________________________________
 AH9829* NAD 83(1986)-  46 37 23.     (N)    096 45 12.     (W)     SCALED    
 AH9829* NAVD 88     -       281.409  (meters)     923.26   (feet)  ADJUSTED  
 AH9829  ___________________________________________________________________
 AH9829  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH9829  DYNAMIC HT  -         281.431 (meters)     923.33  (feet)  COMP
 AH9829  MODELED GRAV-     980,682.5   (mgal)                       NAVD 88
 AH9829
 AH9829  VERT ORDER  -  SECOND    CLASS I
 AH9829
 AH9829.The horizontal coordinates were scaled from a topographic map and have
 AH9829.an estimated accuracy of +/- 6 seconds.
 AH9829
 AH9829.The orthometric height was determined by differential leveling
 AH9829.and adjusted by the National Geodetic Survey in September 1999..
 AH9829
 AH9829.The geoid height was determined by GEOID03.
 AH9829
 AH9829.The dynamic height is computed by dividing the NAVD 88
 AH9829.geopotential number by the normal gravity value computed on the
 AH9829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9829.degrees latitude (g = 980.6199 gals.).
 AH9829
 AH9829.The modeled gravity was interpolated from observed gravity values.
 AH9829
 AH9829;                    North         East    Units  Estimated Accuracy
 AH9829;SPC MN C     -   283,430.      608,320.      MT  (+/- 180 meters Scaled)
 AH9829
 AH9829                          SUPERSEDED SURVEY CONTROL
 AH9829
 AH9829.No superseded survey control is available for this station.
 AH9829
 AH9829_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS719657(NAD 83)
 AH9829_MARKER: DB = BENCH MARK DISK
 AH9829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9829_STAMPING: NO 8408 F 1948
 AH9829_MARK LOGO: MNDT  
 AH9829_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9829+STABILITY: SURFACE MOTION
 AH9829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9829+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1995
 AH9829
 AH9829  HISTORY     - Date     Condition        Report By
 AH9829  HISTORY     - 1948     MONUMENTED       MNDT
 AH9829  HISTORY     - 19950621 GOOD             MNDT
 AH9829
 AH9829                          STATION DESCRIPTION
 AH9829
 AH9829'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9829'LOCATED 1.6 MI (2.6 KM) NORTH OF THE JCT OF TH 75 AND CO RD 27, 70 FT
 AH9829'(21.3 M) ENE OF TH 75, AT TH 75 MP 232.70, 38.5 FT (11.7 M) SSE OF A
 AH9829'FIELD ENT, 57 FT (17.4 M) SSW OF A HIGH TENSION POWERLINE TWR, 4.6 FT
 AH9829'(1.4 M) NW OF A P-POLE, 19.1 FT (5.8 M) SSE OF A CABLE MARKER POST,
 AH9829'AND 0.50 FT (15.24 CM) WSW OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9831 ***********************************************************************
 AH9831  DESIGNATION -  8408 G
 AH9831  PID         -  AH9831
 AH9831  STATE/COUNTY-  MN/WILKIN
 AH9831  USGS QUAD   -  HICKSON (1979)
 AH9831
 AH9831                         *CURRENT SURVEY CONTROL
 AH9831  ___________________________________________________________________
 AH9831* NAD 83(1986)-  46 37 48.     (N)    096 45 25.     (W)     SCALED    
 AH9831* NAVD 88     -       281.032  (meters)     922.02   (feet)  ADJUSTED  
 AH9831  ___________________________________________________________________
 AH9831  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH9831  DYNAMIC HT  -         281.054 (meters)     922.09  (feet)  COMP
 AH9831  MODELED GRAV-     980,684.0   (mgal)                       NAVD 88
 AH9831
 AH9831  VERT ORDER  -  SECOND    CLASS I
 AH9831
 AH9831.The horizontal coordinates were scaled from a topographic map and have
 AH9831.an estimated accuracy of +/- 6 seconds.
 AH9831
 AH9831.The orthometric height was determined by differential leveling
 AH9831.and adjusted by the National Geodetic Survey in September 1999..
 AH9831
 AH9831.The geoid height was determined by GEOID03.
 AH9831
 AH9831.The dynamic height is computed by dividing the NAVD 88
 AH9831.geopotential number by the normal gravity value computed on the
 AH9831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9831.degrees latitude (g = 980.6199 gals.).
 AH9831
 AH9831.The modeled gravity was interpolated from observed gravity values.
 AH9831
 AH9831;                    North         East    Units  Estimated Accuracy
 AH9831;SPC MN C     -   284,210.      608,060.      MT  (+/- 180 meters Scaled)
 AH9831
 AH9831                          SUPERSEDED SURVEY CONTROL
 AH9831
 AH9831.No superseded survey control is available for this station.
 AH9831
 AH9831_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS717664(NAD 83)
 AH9831_MARKER: DB = BENCH MARK DISK
 AH9831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9831_STAMPING: 8408 G 1948 920.957
 AH9831_MARK LOGO: MNDT  
 AH9831_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9831+STABILITY: SURFACE MOTION
 AH9831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9831+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1995
 AH9831
 AH9831  HISTORY     - Date     Condition        Report By
 AH9831  HISTORY     - 1948     MONUMENTED       MNDT
 AH9831  HISTORY     - 19950621 GOOD             MNDT
 AH9831
 AH9831                          STATION DESCRIPTION
 AH9831
 AH9831'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9831'LOCATED AT THE SE COR OF THE JCT OF COUNTY LINE RD AND TH 75, 70.2 FT
 AH9831'(21.4 M) ENE OF TH 75, AT TH 75 MP 233.20, 118 FT (36.0 M) SOUTH OF CO
 AH9831'RD 50, 6.1 FT (1.9 M) NW OF A P-POLE, 10.4 FT (3.2 M) SW OF A R/W
 AH9831'POST, AND 0.60 FT (18.29 CM) WSW OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9814 ***********************************************************************
 AH9814  DESIGNATION -  8408 H
 AH9814  PID         -  AH9814
 AH9814  STATE/COUNTY-  MN/WILKIN
 AH9814  USGS QUAD   -  ABERCROMBIE (1973)
 AH9814
 AH9814                         *CURRENT SURVEY CONTROL
 AH9814  ___________________________________________________________________
 AH9814* NAD 83(1986)-  46 26 29.     (N)    096 41 21.     (W)     SCALED    
 AH9814* NAVD 88     -       284.587  (meters)     933.68   (feet)  ADJUSTED  
 AH9814  ___________________________________________________________________
 AH9814  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AH9814  DYNAMIC HT  -         284.601 (meters)     933.73  (feet)  COMP
 AH9814  MODELED GRAV-     980,657.2   (mgal)                       NAVD 88
 AH9814
 AH9814  VERT ORDER  -  SECOND    CLASS I
 AH9814
 AH9814.The horizontal coordinates were scaled from a topographic map and have
 AH9814.an estimated accuracy of +/- 6 seconds.
 AH9814
 AH9814.The orthometric height was determined by differential leveling
 AH9814.and adjusted by the National Geodetic Survey in September 1999..
 AH9814
 AH9814.The geoid height was determined by GEOID03.
 AH9814
 AH9814.The dynamic height is computed by dividing the NAVD 88
 AH9814.geopotential number by the normal gravity value computed on the
 AH9814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9814.degrees latitude (g = 980.6199 gals.).
 AH9814
 AH9814.The modeled gravity was interpolated from observed gravity values.
 AH9814
 AH9814;                    North         East    Units  Estimated Accuracy
 AH9814;SPC MN C     -   263,090.      612,610.      MT  (+/- 180 meters Scaled)
 AH9814
 AH9814                          SUPERSEDED SURVEY CONTROL
 AH9814
 AH9814.No superseded survey control is available for this station.
 AH9814
 AH9814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS775456(NAD 83)
 AH9814_MARKER: DD = SURVEY DISK
 AH9814_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9814_STAMPING: 8408 H 1995
 AH9814_MARK LOGO: MNDT  
 AH9814_PROJECTION: RECESSED 3 CENTIMETERS
 AH9814_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9814+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9814_ROD/PIPE-DEPTH:  7.9 meters
 AH9814
 AH9814  HISTORY     - Date     Condition        Report By
 AH9814  HISTORY     - 1995     MONUMENTED       MNDT
 AH9814
 AH9814                          STATION DESCRIPTION
 AH9814
 AH9814'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9814'THE MARK IS LOCATED ABOUT 0.4 MI (0.6 KM) NNW OF KENT, 0.8 MI (1.3 KM)
 AH9814'NW ALONG TH 75 FROM THE JCT OF TH 75 AND CO RD 22 IN KENT, AT TH 75 MP
 AH9814'219.5, 53.5 FT (16.3 M) NNE OF TH 75, 8.5 FT (2.6 M) WEST OF AN ENT,
 AH9814'AND 13.8 FT (4.2 M) EAST OF A WITNESS POST.O
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9813 ***********************************************************************
 AH9813  DESIGNATION -  8408 J
 AH9813  PID         -  AH9813
 AH9813  STATE/COUNTY-  MN/WILKIN
 AH9813  USGS QUAD   -  ABERCROMBIE (1973)
 AH9813
 AH9813                         *CURRENT SURVEY CONTROL
 AH9813  ___________________________________________________________________
 AH9813* NAD 83(1986)-  46 26 19.     (N)    096 41 55.     (W)     SCALED    
 AH9813* NAVD 88     -       286.820  (meters)     941.01   (feet)  ADJUSTED  
 AH9813  ___________________________________________________________________
 AH9813  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AH9813  DYNAMIC HT  -         286.835 (meters)     941.06  (feet)  COMP
 AH9813  MODELED GRAV-     980,657.3   (mgal)                       NAVD 88
 AH9813
 AH9813  VERT ORDER  -  SECOND    CLASS I
 AH9813
 AH9813.The horizontal coordinates were scaled from a topographic map and have
 AH9813.an estimated accuracy of +/- 6 seconds.
 AH9813
 AH9813.The orthometric height was determined by differential leveling
 AH9813.and adjusted by the National Geodetic Survey in September 1999..
 AH9813
 AH9813.The geoid height was determined by GEOID03.
 AH9813
 AH9813.The dynamic height is computed by dividing the NAVD 88
 AH9813.geopotential number by the normal gravity value computed on the
 AH9813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9813.degrees latitude (g = 980.6199 gals.).
 AH9813
 AH9813.The modeled gravity was interpolated from observed gravity values.
 AH9813
 AH9813;                    North         East    Units  Estimated Accuracy
 AH9813;SPC MN C     -   262,810.      611,870.      MT  (+/- 180 meters Scaled)
 AH9813
 AH9813                          SUPERSEDED SURVEY CONTROL
 AH9813
 AH9813.No superseded survey control is available for this station.
 AH9813
 AH9813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS767453(NAD 83)
 AH9813_MARKER: DD = SURVEY DISK
 AH9813_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9813_STAMPING: 8408 J 1995
 AH9813_MARK LOGO: MNDT  
 AH9813_PROJECTION: FLUSH
 AH9813_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9813+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9813_ROD/PIPE-DEPTH: 10.2 meters
 AH9813
 AH9813  HISTORY     - Date     Condition        Report By
 AH9813  HISTORY     - 1995     MONUMENTED       MNDT
 AH9813
 AH9813                          STATION DESCRIPTION
 AH9813
 AH9813'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9813'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) WEST OF KENT, 0.6 MI (1.0
 AH9813'KM) WEST AND NORTH ALONG CO RD 22 FROM THE JCT OF CO RD 22 AND TH 75
 AH9813'IN KENT THEN 0.6 MI (1.0 KM) WEST ALONG CO RD 22, 98 FT (29.9 M) SOUTH
 AH9813'OF CO RD 22, 13 FT (4.0 M) WEST OF A GRAVEL RD, 88.9 FT (27.1 M) NORTH
 AH9813'OF A DEAD END SIGN POST, 72.8 FT (22.2 M) SW OF A P-POLE, AND 7.3 FT
 AH9813'(2.2 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9812 ***********************************************************************
 AH9812  DESIGNATION -  8408 K
 AH9812  PID         -  AH9812
 AH9812  STATE/COUNTY-  MN/WILKIN
 AH9812  USGS QUAD   -  ABERCROMBIE (1973)
 AH9812
 AH9812                         *CURRENT SURVEY CONTROL
 AH9812  ___________________________________________________________________
 AH9812* NAD 83(1986)-  46 26 38.     (N)    096 42 59.     (W)     SCALED    
 AH9812* NAVD 88     -       285.018  (meters)     935.10   (feet)  ADJUSTED  
 AH9812  ___________________________________________________________________
 AH9812  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH9812  DYNAMIC HT  -         285.033 (meters)     935.15  (feet)  COMP
 AH9812  MODELED GRAV-     980,660.0   (mgal)                       NAVD 88
 AH9812
 AH9812  VERT ORDER  -  SECOND    CLASS I
 AH9812
 AH9812.The horizontal coordinates were scaled from a topographic map and have
 AH9812.an estimated accuracy of +/- 6 seconds.
 AH9812
 AH9812.The orthometric height was determined by differential leveling
 AH9812.and adjusted by the National Geodetic Survey in September 1999..
 AH9812
 AH9812.The geoid height was determined by GEOID03.
 AH9812
 AH9812.The dynamic height is computed by dividing the NAVD 88
 AH9812.geopotential number by the normal gravity value computed on the
 AH9812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9812.degrees latitude (g = 980.6199 gals.).
 AH9812
 AH9812.The modeled gravity was interpolated from observed gravity values.
 AH9812
 AH9812;                    North         East    Units  Estimated Accuracy
 AH9812;SPC MN C     -   263,430.      610,520.      MT  (+/- 180 meters Scaled)
 AH9812
 AH9812                          SUPERSEDED SURVEY CONTROL
 AH9812
 AH9812.No superseded survey control is available for this station.
 AH9812
 AH9812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS754459(NAD 83)
 AH9812_MARKER: DD = SURVEY DISK
 AH9812_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH9812_SP_SET: BRIDGE WINGWALL
 AH9812_STAMPING: 8408 K 1995
 AH9812_MARK LOGO: MNDT  
 AH9812_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9812+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9812
 AH9812  HISTORY     - Date     Condition        Report By
 AH9812  HISTORY     - 1995     MONUMENTED       MNDT
 AH9812
 AH9812                          STATION DESCRIPTION
 AH9812
 AH9812'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9812'THE MARK IS LOCATED ABOUT 1.4 MI (2.3 KM) WNW OF KENT, IN THE BRDG
 AH9812'WING WALL AT THE SE COR OF CO RD 13 BRDG NO 84511 OVER THE RED RIVER,
 AH9812'0.6 MI (1.0 KM) WEST AND NORTH ALONG CO RD 22 FROM THE JCT OF TH 75
 AH9812'AND CO RD 22 IN KENT, THEN 1.5 MI (2.4 KM) WEST ALONG CO RD 22, 22 FT
 AH9812'(6.7 M) SOUTH OF CO RD 22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9815 ***********************************************************************
 AH9815  DESIGNATION -  8408 L
 AH9815  PID         -  AH9815
 AH9815  STATE/COUNTY-  MN/WILKIN
 AH9815  USGS QUAD   -  ABERCROMBIE (1973)
 AH9815
 AH9815                         *CURRENT SURVEY CONTROL
 AH9815  ___________________________________________________________________
 AH9815* NAD 83(1986)-  46 27 19.     (N)    096 42 17.     (W)     SCALED    
 AH9815* NAVD 88     -       286.786  (meters)     940.90   (feet)  ADJUSTED  
 AH9815  ___________________________________________________________________
 AH9815  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AH9815  DYNAMIC HT  -         286.802 (meters)     940.95  (feet)  COMP
 AH9815  MODELED GRAV-     980,662.1   (mgal)                       NAVD 88
 AH9815
 AH9815  VERT ORDER  -  SECOND    CLASS I
 AH9815
 AH9815.The horizontal coordinates were scaled from a topographic map and have
 AH9815.an estimated accuracy of +/- 6 seconds.
 AH9815
 AH9815.The orthometric height was determined by differential leveling
 AH9815.and adjusted by the National Geodetic Survey in September 1999..
 AH9815
 AH9815.The geoid height was determined by GEOID03.
 AH9815
 AH9815.The dynamic height is computed by dividing the NAVD 88
 AH9815.geopotential number by the normal gravity value computed on the
 AH9815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9815.degrees latitude (g = 980.6199 gals.).
 AH9815
 AH9815.The modeled gravity was interpolated from observed gravity values.
 AH9815
 AH9815;                    North         East    Units  Estimated Accuracy
 AH9815;SPC MN C     -   264,670.      611,460.      MT  (+/- 180 meters Scaled)
 AH9815
 AH9815                          SUPERSEDED SURVEY CONTROL
 AH9815
 AH9815.No superseded survey control is available for this station.
 AH9815
 AH9815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS762471(NAD 83)
 AH9815_MARKER: DD = SURVEY DISK
 AH9815_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9815_STAMPING: 8408 L 1995
 AH9815_MARK LOGO: MNDT  
 AH9815_PROJECTION: RECESSED 5 CENTIMETERS
 AH9815_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9815+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9815_ROD/PIPE-DEPTH:  7.6 meters
 AH9815
 AH9815  HISTORY     - Date     Condition        Report By
 AH9815  HISTORY     - 1995     MONUMENTED       MNDT
 AH9815
 AH9815                          STATION DESCRIPTION
 AH9815
 AH9815'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9815'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NNW OF KENT, 2.05 MI (3.30
 AH9815'KM) NNW ALONG TH 75 FROM THE JCT OF TH 75 AND CO R D 22 IN KENT, AT TH
 AH9815'75 MP 220.75, 55 FT (16.8 M) WSW OF TH 75, 11.5 FT (3.5 M) NNW OF A
 AH9815'FIELD ENT, 54.4 FT (16.6 M) NORTH OF A R/W POST, AND 17.6 FT (5.4 M)
 AH9815'SSE OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9816 ***********************************************************************
 AH9816  DESIGNATION -  8408 M
 AH9816  PID         -  AH9816
 AH9816  STATE/COUNTY-  MN/WILKIN
 AH9816  USGS QUAD   -  ABERCROMBIE (1973)
 AH9816
 AH9816                         *CURRENT SURVEY CONTROL
 AH9816  ___________________________________________________________________
 AH9816* NAD 83(1986)-  46 28 12.     (N)    096 42 41.     (W)     SCALED    
 AH9816* NAVD 88     -       286.992  (meters)     941.57   (feet)  ADJUSTED  
 AH9816  ___________________________________________________________________
 AH9816  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AH9816  DYNAMIC HT  -         287.009 (meters)     941.63  (feet)  COMP
 AH9816  MODELED GRAV-     980,666.2   (mgal)                       NAVD 88
 AH9816
 AH9816  VERT ORDER  -  SECOND    CLASS I
 AH9816
 AH9816.The horizontal coordinates were scaled from a topographic map and have
 AH9816.an estimated accuracy of +/- 6 seconds.
 AH9816
 AH9816.The orthometric height was determined by differential leveling
 AH9816.and adjusted by the National Geodetic Survey in September 1999..
 AH9816
 AH9816.The geoid height was determined by GEOID03.
 AH9816
 AH9816.The dynamic height is computed by dividing the NAVD 88
 AH9816.geopotential number by the normal gravity value computed on the
 AH9816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9816.degrees latitude (g = 980.6199 gals.).
 AH9816
 AH9816.The modeled gravity was interpolated from observed gravity values.
 AH9816
 AH9816;                    North         East    Units  Estimated Accuracy
 AH9816;SPC MN C     -   266,320.      611,000.      MT  (+/- 180 meters Scaled)
 AH9816
 AH9816                          SUPERSEDED SURVEY CONTROL
 AH9816
 AH9816.No superseded survey control is available for this station.
 AH9816
 AH9816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS757488(NAD 83)
 AH9816_MARKER: DD = SURVEY DISK
 AH9816_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9816_STAMPING: 8408 M 1995
 AH9816_MARK LOGO: MNDT  
 AH9816_PROJECTION: RECESSED 3 CENTIMETERS
 AH9816_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9816+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9816_ROD/PIPE-DEPTH:  7.6 meters
 AH9816
 AH9816  HISTORY     - Date     Condition        Report By
 AH9816  HISTORY     - 1995     MONUMENTED       MNDT
 AH9816
 AH9816                          STATION DESCRIPTION
 AH9816
 AH9816'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9816'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NNW OF KENT, 3.15 MI (5.07
 AH9816'KM) NNW ALONG TH 75 FROM THE JCT OF TH 75 AND CO R D 22 IN KENT, AT TH
 AH9816'75 MP 221.85, 95.5 FT (29.1 M) ENE OF TH 75, 52 FT (15.8 M) SOUTH OF
 AH9816'CO RD 26, 28.9 FT (8.8 M) SE OF A P-POLE, 11 FT (3.4 M) WEST OF A
 AH9816'FIELD ENT, AND 20.2 FT (6.2 M) EAST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9817 ***********************************************************************
 AH9817  DESIGNATION -  8408 N
 AH9817  PID         -  AH9817
 AH9817  STATE/COUNTY-  MN/WILKIN
 AH9817  USGS QUAD   -  ABERCROMBIE (1973)
 AH9817
 AH9817                         *CURRENT SURVEY CONTROL
 AH9817  ___________________________________________________________________
 AH9817* NAD 83(1986)-  46 29 08.     (N)    096 43 12.     (W)     SCALED    
 AH9817* NAVD 88     -       285.685  (meters)     937.28   (feet)  ADJUSTED  
 AH9817  ___________________________________________________________________
 AH9817  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AH9817  DYNAMIC HT  -         285.703 (meters)     937.34  (feet)  COMP
 AH9817  MODELED GRAV-     980,669.8   (mgal)                       NAVD 88
 AH9817
 AH9817  VERT ORDER  -  SECOND    CLASS I
 AH9817
 AH9817.The horizontal coordinates were scaled from a topographic map and have
 AH9817.an estimated accuracy of +/- 6 seconds.
 AH9817
 AH9817.The orthometric height was determined by differential leveling
 AH9817.and adjusted by the National Geodetic Survey in September 1999..
 AH9817
 AH9817.The geoid height was determined by GEOID03.
 AH9817
 AH9817.The dynamic height is computed by dividing the NAVD 88
 AH9817.geopotential number by the normal gravity value computed on the
 AH9817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9817.degrees latitude (g = 980.6199 gals.).
 AH9817
 AH9817.The modeled gravity was interpolated from observed gravity values.
 AH9817
 AH9817;                    North         East    Units  Estimated Accuracy
 AH9817;SPC MN C     -   268,070.      610,390.      MT  (+/- 180 meters Scaled)
 AH9817
 AH9817                          SUPERSEDED SURVEY CONTROL
 AH9817
 AH9817.No superseded survey control is available for this station.
 AH9817
 AH9817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS749505(NAD 83)
 AH9817_MARKER: DD = SURVEY DISK
 AH9817_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9817_STAMPING: 8408 N 1995
 AH9817_MARK LOGO: MNDT  
 AH9817_PROJECTION: RECESSED 5 CENTIMETERS
 AH9817_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9817+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9817_ROD/PIPE-DEPTH:  9.1 meters
 AH9817
 AH9817  HISTORY     - Date     Condition        Report By
 AH9817  HISTORY     - 1995     MONUMENTED       MNDT
 AH9817
 AH9817                          STATION DESCRIPTION
 AH9817
 AH9817'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9817'THE MARK IS LOCATED ABOUT 3.75 MI (6.03 KM) NNW OF KENT, 4.25 MI (6.84
 AH9817'KM) NNW ALONG TH 75 FROM THE JCT OF TH 75 AND CO RD 22 IN KENT, AT TH
 AH9817'75 MP 222.95, 68 FT (20.7 M) WSW OF TH 75, 32.5 FT (9.9 M) NORTH OF A
 AH9817'GRAVEL RD, 5.0 FT (1.5 M) ESE OF A TEL CABLE MARKER POST, AND 5.5 FT
 AH9817'(1.7 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9818 ***********************************************************************
 AH9818  DESIGNATION -  8408 P
 AH9818  PID         -  AH9818
 AH9818  STATE/COUNTY-  MN/WILKIN
 AH9818  USGS QUAD   -  ABERCROMBIE (1973)
 AH9818
 AH9818                         *CURRENT SURVEY CONTROL
 AH9818  ___________________________________________________________________
 AH9818* NAD 83(1986)-  46 29 59.     (N)    096 43 49.     (W)     SCALED    
 AH9818* NAVD 88     -       286.133  (meters)     938.75   (feet)  ADJUSTED  
 AH9818  ___________________________________________________________________
 AH9818  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AH9818  DYNAMIC HT  -         286.152 (meters)     938.82  (feet)  COMP
 AH9818  MODELED GRAV-     980,672.0   (mgal)                       NAVD 88
 AH9818
 AH9818  VERT ORDER  -  SECOND    CLASS I
 AH9818
 AH9818.The horizontal coordinates were scaled from a topographic map and have
 AH9818.an estimated accuracy of +/- 6 seconds.
 AH9818
 AH9818.The orthometric height was determined by differential leveling
 AH9818.and adjusted by the National Geodetic Survey in September 1999..
 AH9818
 AH9818.The geoid height was determined by GEOID03.
 AH9818
 AH9818.The dynamic height is computed by dividing the NAVD 88
 AH9818.geopotential number by the normal gravity value computed on the
 AH9818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9818.degrees latitude (g = 980.6199 gals.).
 AH9818
 AH9818.The modeled gravity was interpolated from observed gravity values.
 AH9818
 AH9818;                    North         East    Units  Estimated Accuracy
 AH9818;SPC MN C     -   269,670.      609,650.      MT  (+/- 180 meters Scaled)
 AH9818
 AH9818                          SUPERSEDED SURVEY CONTROL
 AH9818
 AH9818.No superseded survey control is available for this station.
 AH9818
 AH9818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS741520(NAD 83)
 AH9818_MARKER: DD = SURVEY DISK
 AH9818_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9818_STAMPING: 8408 P 1995
 AH9818_MARK LOGO: MNDT  
 AH9818_PROJECTION: RECESSED 10 CENTIMETERS
 AH9818_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9818+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9818_ROD/PIPE-DEPTH: 10.7 meters
 AH9818
 AH9818  HISTORY     - Date     Condition        Report By
 AH9818  HISTORY     - 1995     MONUMENTED       MNDT
 AH9818
 AH9818                          STATION DESCRIPTION
 AH9818
 AH9818'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9818'THE MARK IS LOCATED ABOUT 4.75 MI (7.64 KM) NNW OF KENT, 5.35 MI (8.61
 AH9818'KM) NNW ALONG TH 75 FROM THE JCT OF TH 75 AND CO RD 22 IN KENT, AT TH
 AH9818'75 MP 224.10, 64.5 FT (19.7 M) WEST OF TH 75, 106.5 FT (32.5 M) NORTH
 AH9818'OF CO RD 28, 35.9 FT (10.9 M) NORTH OF A TEL CABLE MARKER POST, 15.0
 AH9818'FT (4.6 M) SE OF A R/W POST, AND 14.0 FT (4.3 M) SE OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9819 ***********************************************************************
 AH9819  DESIGNATION -  8408 Q
 AH9819  PID         -  AH9819
 AH9819  STATE/COUNTY-  MN/WILKIN
 AH9819  USGS QUAD   -  WOLVERTON (1966)
 AH9819
 AH9819                         *CURRENT SURVEY CONTROL
 AH9819  ___________________________________________________________________
 AH9819* NAD 83(1986)-  46 30 53.     (N)    096 43 49.     (W)     SCALED    
 AH9819* NAVD 88     -       286.461  (meters)     939.83   (feet)  ADJUSTED  
 AH9819  ___________________________________________________________________
 AH9819  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AH9819  DYNAMIC HT  -         286.480 (meters)     939.89  (feet)  COMP
 AH9819  MODELED GRAV-     980,673.2   (mgal)                       NAVD 88
 AH9819
 AH9819  VERT ORDER  -  SECOND    CLASS I
 AH9819
 AH9819.The horizontal coordinates were scaled from a topographic map and have
 AH9819.an estimated accuracy of +/- 6 seconds.
 AH9819
 AH9819.The orthometric height was determined by differential leveling
 AH9819.and adjusted by the National Geodetic Survey in September 1999..
 AH9819
 AH9819.The geoid height was determined by GEOID03.
 AH9819
 AH9819.The dynamic height is computed by dividing the NAVD 88
 AH9819.geopotential number by the normal gravity value computed on the
 AH9819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9819.degrees latitude (g = 980.6199 gals.).
 AH9819
 AH9819.The modeled gravity was interpolated from observed gravity values.
 AH9819
 AH9819;                    North         East    Units  Estimated Accuracy
 AH9819;SPC MN C     -   271,340.      609,700.      MT  (+/- 180 meters Scaled)
 AH9819
 AH9819                          SUPERSEDED SURVEY CONTROL
 AH9819
 AH9819.No superseded survey control is available for this station.
 AH9819
 AH9819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS741537(NAD 83)
 AH9819_MARKER: DD = SURVEY DISK
 AH9819_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9819_STAMPING: 8408 Q 1995
 AH9819_MARK LOGO: MNDT  
 AH9819_PROJECTION: RECESSED 5 CENTIMETERS
 AH9819_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9819+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9819_ROD/PIPE-DEPTH: 10.7 meters
 AH9819
 AH9819  HISTORY     - Date     Condition        Report By
 AH9819  HISTORY     - 1995     MONUMENTED       MNDT
 AH9819
 AH9819                          STATION DESCRIPTION
 AH9819
 AH9819'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9819'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SSE OF WOLVERTON, 3.45 MI
 AH9819'(5.55 KM) SOUTH ALONG TH 75 FROM THE JCT OF TH 75 AND DEWEY AVE IN
 AH9819'WOLVERTON, AT TH 75 MP 225.05, 59 FT (18.0 M) WEST OF TH 75, 16 FT
 AH9819'(4.9 M) NORTH OF A FIELD ENT, 23.9 FT (7.3 M) SE OF A P-POLE, 14.4 FT
 AH9819'(4.4 M) EAST OF A CABLE MARKER POST, AND 17.5 FT (5.3 M) ESE OF A WIT
 AH9819'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9820 ***********************************************************************
 AH9820  DESIGNATION -  8408 R
 AH9820  PID         -  AH9820
 AH9820  STATE/COUNTY-  MN/WILKIN
 AH9820  USGS QUAD   -  WOLVERTON (1966)
 AH9820
 AH9820                         *CURRENT SURVEY CONTROL
 AH9820  ___________________________________________________________________
 AH9820* NAD 83(1986)-  46 31 47.     (N)    096 43 50.     (W)     SCALED    
 AH9820* NAVD 88     -       286.440  (meters)     939.76   (feet)  ADJUSTED  
 AH9820  ___________________________________________________________________
 AH9820  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AH9820  DYNAMIC HT  -         286.459 (meters)     939.82  (feet)  COMP
 AH9820  MODELED GRAV-     980,673.0   (mgal)                       NAVD 88
 AH9820
 AH9820  VERT ORDER  -  SECOND    CLASS I
 AH9820
 AH9820.The horizontal coordinates were scaled from a topographic map and have
 AH9820.an estimated accuracy of +/- 6 seconds.
 AH9820
 AH9820.The orthometric height was determined by differential leveling
 AH9820.and adjusted by the National Geodetic Survey in September 1999..
 AH9820
 AH9820.The geoid height was determined by GEOID03.
 AH9820
 AH9820.The dynamic height is computed by dividing the NAVD 88
 AH9820.geopotential number by the normal gravity value computed on the
 AH9820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9820.degrees latitude (g = 980.6199 gals.).
 AH9820
 AH9820.The modeled gravity was interpolated from observed gravity values.
 AH9820
 AH9820;                    North         East    Units  Estimated Accuracy
 AH9820;SPC MN C     -   273,000.      609,740.      MT  (+/- 180 meters Scaled)
 AH9820
 AH9820                          SUPERSEDED SURVEY CONTROL
 AH9820
 AH9820.No superseded survey control is available for this station.
 AH9820
 AH9820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS740554(NAD 83)
 AH9820_MARKER: DD = SURVEY DISK
 AH9820_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9820_STAMPING: 8408 R 1995
 AH9820_MARK LOGO: MNDT  
 AH9820_PROJECTION: RECESSED 3 CENTIMETERS
 AH9820_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9820+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9820_ROD/PIPE-DEPTH: 10.7 meters
 AH9820
 AH9820  HISTORY     - Date     Condition        Report By
 AH9820  HISTORY     - 1995     MONUMENTED       MNDT
 AH9820
 AH9820                          STATION DESCRIPTION
 AH9820
 AH9820'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9820'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SSE OF WOLVERTON, 2.45 MI
 AH9820'(3.94 KM) SOUTH ALONG TH 75 FROM THE JCT OF TH 75 AND DEWEY AVE IN
 AH9820'WOLVERTON, AT TH 75 MP 226.05, 74.5 FT (22.7 M) WEST OF TH 75, 54.5 FT
 AH9820'(16.6 M) NORTH OF A GRAVEL RD, 11.5 FT (3.5 M) SE OF A P-POLE, 23.6 FT
 AH9820'(7.2 M) SOUTH OF A TEL CABLE MARKER POST, 1.4 FT (0.4 M) SOUTH OF A
 AH9820'R/W POST, AND 1.2 FT (0.4 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9823 ***********************************************************************
 AH9823  DESIGNATION -  8408 S
 AH9823  PID         -  AH9823
 AH9823  STATE/COUNTY-  MN/WILKIN
 AH9823  USGS QUAD   -  WOLVERTON (1966)
 AH9823
 AH9823                         *CURRENT SURVEY CONTROL
 AH9823  ___________________________________________________________________
 AH9823* NAD 83(1986)-  46 33 31.     (N)    096 43 56.     (W)     SCALED    
 AH9823* NAVD 88     -       282.754  (meters)     927.67   (feet)  ADJUSTED  
 AH9823  ___________________________________________________________________
 AH9823  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AH9823  DYNAMIC HT  -         282.773 (meters)     927.73  (feet)  COMP
 AH9823  MODELED GRAV-     980,671.5   (mgal)                       NAVD 88
 AH9823
 AH9823  VERT ORDER  -  SECOND    CLASS I
 AH9823
 AH9823.The horizontal coordinates were scaled from a topographic map and have
 AH9823.an estimated accuracy of +/- 6 seconds.
 AH9823
 AH9823.The orthometric height was determined by differential leveling
 AH9823.and adjusted by the National Geodetic Survey in September 1999..
 AH9823
 AH9823.The geoid height was determined by GEOID03.
 AH9823
 AH9823.The dynamic height is computed by dividing the NAVD 88
 AH9823.geopotential number by the normal gravity value computed on the
 AH9823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9823.degrees latitude (g = 980.6199 gals.).
 AH9823
 AH9823.The modeled gravity was interpolated from observed gravity values.
 AH9823
 AH9823;                    North         East    Units  Estimated Accuracy
 AH9823;SPC MN C     -   276,220.      609,710.      MT  (+/- 180 meters Scaled)
 AH9823
 AH9823                          SUPERSEDED SURVEY CONTROL
 AH9823
 AH9823.No superseded survey control is available for this station.
 AH9823
 AH9823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS738586(NAD 83)
 AH9823_MARKER: DD = SURVEY DISK
 AH9823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9823_STAMPING: 8408 S 1995
 AH9823_MARK LOGO: MNDT  
 AH9823_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9823+STABILITY: SURFACE MOTION
 AH9823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9823+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9823
 AH9823  HISTORY     - Date     Condition        Report By
 AH9823  HISTORY     - 1995     MONUMENTED       MNDT
 AH9823
 AH9823                          STATION DESCRIPTION
 AH9823
 AH9823'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9823'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SSE OF WOLVERTON, 0.4 MI
 AH9823'(0.6 KM) SSE ALONG TH 75 FROM THE JCT OF TH 75 AND DEWEY AVE IN
 AH9823'WOLVERTON, AT TH 75 MP 228.10, 72.5 FT (22.1 M) ENE OF TH 75, 75.5 FT
 AH9823'(23.0 M) NORTH OF CO RD 30, 111.4 FT (34.0 M) WSW OF THE WEST RAIL OF
 AH9823'THE RR TRACKS, 26.8 FT (8.2 M) NORTH OF A P-POLE, 7.7 FT (2.3 M) SW OF
 AH9823'A R/W POST, AND 7.7 FT (2.3 M) SW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9825 ***********************************************************************
 AH9825  DESIGNATION -  8408 T
 AH9825  PID         -  AH9825
 AH9825  STATE/COUNTY-  MN/WILKIN
 AH9825  USGS QUAD   -  WOLVERTON (1966)
 AH9825
 AH9825                         *CURRENT SURVEY CONTROL
 AH9825  ___________________________________________________________________
 AH9825* NAD 83(1986)-  46 35 12.     (N)    096 44 22.     (W)     SCALED    
 AH9825* NAVD 88     -       283.426  (meters)     929.87   (feet)  ADJUSTED  
 AH9825  ___________________________________________________________________
 AH9825  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AH9825  DYNAMIC HT  -         283.446 (meters)     929.94  (feet)  COMP
 AH9825  MODELED GRAV-     980,674.7   (mgal)                       NAVD 88
 AH9825
 AH9825  VERT ORDER  -  SECOND    CLASS I
 AH9825
 AH9825.The horizontal coordinates were scaled from a topographic map and have
 AH9825.an estimated accuracy of +/- 6 seconds.
 AH9825
 AH9825.The orthometric height was determined by differential leveling
 AH9825.and adjusted by the National Geodetic Survey in September 1999..
 AH9825
 AH9825.The geoid height was determined by GEOID03.
 AH9825
 AH9825.The dynamic height is computed by dividing the NAVD 88
 AH9825.geopotential number by the normal gravity value computed on the
 AH9825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9825.degrees latitude (g = 980.6199 gals.).
 AH9825
 AH9825.The modeled gravity was interpolated from observed gravity values.
 AH9825
 AH9825;                    North         East    Units  Estimated Accuracy
 AH9825;SPC MN C     -   279,350.      609,250.      MT  (+/- 180 meters Scaled)
 AH9825
 AH9825                          SUPERSEDED SURVEY CONTROL
 AH9825
 AH9825.No superseded survey control is available for this station.
 AH9825
 AH9825_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS731617(NAD 83)
 AH9825_MARKER: DD = SURVEY DISK
 AH9825_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9825_STAMPING: 8408 T 1995
 AH9825_MARK LOGO: MNDT  
 AH9825_PROJECTION: RECESSED 3 CENTIMETERS
 AH9825_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9825+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9825_ROD/PIPE-DEPTH: 12.2 meters
 AH9825
 AH9825  HISTORY     - Date     Condition        Report By
 AH9825  HISTORY     - 1995     MONUMENTED       MNDT
 AH9825
 AH9825                          STATION DESCRIPTION
 AH9825
 AH9825'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9825'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF WOLVERTON, 1.55 MI
 AH9825'(2.49 KM) NNW ALONG TH 75 FROM THE JCT OF TH 75 AND DEWEY AVE IN
 AH9825'WOLVERTON, AT TH 75 MP 230.10, 14.5 FT (4.4 M) SOUTH OF A GRAVEL RD,
 AH9825'106.8 FT (32.6 M) ENE OF THE EAST RAIL OF THE RR TRACKS, 18.5 FT (5.6
 AH9825'M) WEST OF A FIELD ENT, 78.8 FT (24.0 M) ENE OF A P-POLE, AND 6.4 FT
 AH9825'(2.0 M) NNE OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9826 ***********************************************************************
 AH9826  DESIGNATION -  8408 U
 AH9826  PID         -  AH9826
 AH9826  STATE/COUNTY-  MN/WILKIN
 AH9826  USGS QUAD   -  WOLVERTON (1966)
 AH9826
 AH9826                         *CURRENT SURVEY CONTROL
 AH9826  ___________________________________________________________________
 AH9826* NAD 83(1986)-  46 36 04.     (N)    096 44 34.     (W)     SCALED    
 AH9826* NAVD 88     -       282.510  (meters)     926.87   (feet)  ADJUSTED  
 AH9826  ___________________________________________________________________
 AH9826  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AH9826  DYNAMIC HT  -         282.530 (meters)     926.93  (feet)  COMP
 AH9826  MODELED GRAV-     980,677.9   (mgal)                       NAVD 88
 AH9826
 AH9826  VERT ORDER  -  SECOND    CLASS I
 AH9826
 AH9826.The horizontal coordinates were scaled from a topographic map and have
 AH9826.an estimated accuracy of +/- 6 seconds.
 AH9826
 AH9826.The orthometric height was determined by differential leveling
 AH9826.and adjusted by the National Geodetic Survey in September 1999..
 AH9826
 AH9826.The geoid height was determined by GEOID03.
 AH9826
 AH9826.The dynamic height is computed by dividing the NAVD 88
 AH9826.geopotential number by the normal gravity value computed on the
 AH9826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9826.degrees latitude (g = 980.6199 gals.).
 AH9826
 AH9826.The modeled gravity was interpolated from observed gravity values.
 AH9826
 AH9826;                    North         East    Units  Estimated Accuracy
 AH9826;SPC MN C     -   280,960.      609,050.      MT  (+/- 180 meters Scaled)
 AH9826
 AH9826                          SUPERSEDED SURVEY CONTROL
 AH9826
 AH9826.No superseded survey control is available for this station.
 AH9826
 AH9826_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS728633(NAD 83)
 AH9826_MARKER: DD = SURVEY DISK
 AH9826_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9826_STAMPING: 8408 U 1995
 AH9826_MARK LOGO: MNDT  
 AH9826_PROJECTION: RECESSED 3 CENTIMETERS
 AH9826_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9826+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9826_ROD/PIPE-DEPTH: 12.2 meters
 AH9826
 AH9826  HISTORY     - Date     Condition        Report By
 AH9826  HISTORY     - 1995     MONUMENTED       MNDT
 AH9826
 AH9826                          STATION DESCRIPTION
 AH9826
 AH9826'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9826'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NNW OF WOLVERTON, 2.6 MI
 AH9826'(4.2 KM) NNW ALONG TH 75 FROM THE JCT OF TH 75 AND DEWEY AVE IN
 AH9826'WOLVERTON, AT TH 75 MP 231.15, ABOUT 400 FT (121.9 M) EAST OF TH 75,
 AH9826'18.5 FT (5.6 M) SOUTH OF CO RD 190, 13 FT (4.0 M) WEST OF A FIELD ENT,
 AH9826'94.9 FT (28.9 M) SSW OF A P-POLE WITH 2 GUY WIRES, AND 11.0 FT (3.4 M)
 AH9826'NE OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9828 ***********************************************************************
 AH9828  DESIGNATION -  8408 V
 AH9828  PID         -  AH9828
 AH9828  STATE/COUNTY-  MN/WILKIN
 AH9828  USGS QUAD   -  WOLVERTON (1966)
 AH9828
 AH9828                         *CURRENT SURVEY CONTROL
 AH9828  ___________________________________________________________________
 AH9828* NAD 83(1986)-  46 36 59.     (N)    096 44 59.     (W)     SCALED    
 AH9828* NAVD 88     -       281.831  (meters)     924.64   (feet)  ADJUSTED  
 AH9828  ___________________________________________________________________
 AH9828  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AH9828  DYNAMIC HT  -         281.852 (meters)     924.71  (feet)  COMP
 AH9828  MODELED GRAV-     980,681.1   (mgal)                       NAVD 88
 AH9828
 AH9828  VERT ORDER  -  SECOND    CLASS I
 AH9828
 AH9828.The horizontal coordinates were scaled from a topographic map and have
 AH9828.an estimated accuracy of +/- 6 seconds.
 AH9828
 AH9828.The orthometric height was determined by differential leveling
 AH9828.and adjusted by the National Geodetic Survey in September 1999..
 AH9828
 AH9828.The geoid height was determined by GEOID03.
 AH9828
 AH9828.The dynamic height is computed by dividing the NAVD 88
 AH9828.geopotential number by the normal gravity value computed on the
 AH9828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9828.degrees latitude (g = 980.6199 gals.).
 AH9828
 AH9828.The modeled gravity was interpolated from observed gravity values.
 AH9828
 AH9828;                    North         East    Units  Estimated Accuracy
 AH9828;SPC MN C     -   282,680.      608,570.      MT  (+/- 180 meters Scaled)
 AH9828
 AH9828                          SUPERSEDED SURVEY CONTROL
 AH9828
 AH9828.No superseded survey control is available for this station.
 AH9828
 AH9828_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS722649(NAD 83)
 AH9828_MARKER: DD = SURVEY DISK
 AH9828_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9828_STAMPING: 8408 V 1995
 AH9828_MARK LOGO: MNDT  
 AH9828_PROJECTION: RECESSED 3 CENTIMETERS
 AH9828_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9828+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9828_ROD/PIPE-DEPTH: 10.7 meters
 AH9828
 AH9828  HISTORY     - Date     Condition        Report By
 AH9828  HISTORY     - 1995     MONUMENTED       MNDT
 AH9828
 AH9828                          STATION DESCRIPTION
 AH9828
 AH9828'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9828'THE MARK IS LOCATED ABOUT 3.75 MI (6.03 KM) NNW OF WOLVERTON, 3.65 MI
 AH9828'(5.87 KM) NNW ALONG TH 75 FROM THE JCT OF TH 75 AND DEWEY AVE IN
 AH9828'WOLVERTON, AT TH 75 MP 232.20, 139 FT (42.4 M) ENE OF TH 75, 1 3 FT
 AH9828'(0.9 M) NORTH OF A GRAVEL RD, 80.6 FT (24.6 M) NNE OF A P-POLE, AND
 AH9828'7.7 FT (2.3 M) SOUTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP0993 ***********************************************************************
 PP0993  DESIGNATION -  844
 PP0993  PID         -  PP0993
 PP0993  STATE/COUNTY-  MN/HENNEPIN
 PP0993  USGS QUAD   -  ST PAUL WEST (1993)
 PP0993
 PP0993                         *CURRENT SURVEY CONTROL
 PP0993  ___________________________________________________________________
 PP0993* NAD 83(1986)-  44 58 25.     (N)    093 13 48.     (W)     SCALED    
 PP0993* NAVD 88     -       252.828  (meters)     829.49   (feet)  ADJUSTED  
 PP0993  ___________________________________________________________________
 PP0993  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 PP0993  DYNAMIC HT  -         252.821 (meters)     829.46  (feet)  COMP
 PP0993  MODELED GRAV-     980,582.5   (mgal)                       NAVD 88
 PP0993
 PP0993  VERT ORDER  -  SECOND    CLASS 0
 PP0993
 PP0993.The horizontal coordinates were scaled from a topographic map and have
 PP0993.an estimated accuracy of +/- 6 seconds.
 PP0993
 PP0993.The orthometric height was determined by differential leveling
 PP0993.and adjusted by the National Geodetic Survey in June 1991..
 PP0993
 PP0993.The geoid height was determined by GEOID03.
 PP0993
 PP0993.The dynamic height is computed by dividing the NAVD 88
 PP0993.geopotential number by the normal gravity value computed on the
 PP0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0993.degrees latitude (g = 980.6199 gals.).
 PP0993
 PP0993.The modeled gravity was interpolated from observed gravity values.
 PP0993
 PP0993;                    North         East    Units  Estimated Accuracy
 PP0993;SPC MN S     -   319,580.      860,740.      MT  (+/- 180 meters Scaled)
 PP0993
 PP0993                          SUPERSEDED SURVEY CONTROL
 PP0993
 PP0993  NGVD 29 (??/??/92)  252.771  (m)          829.30   (f) ADJ UNCH    2 0
 PP0993
 PP0993.Superseded values are not recommended for survey control.
 PP0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0993.See file dsdata.txt to determine how the superseded data were derived.
 PP0993
 PP0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK818800(NAD 83)
 PP0993_MARKER: DD = SURVEY DISK
 PP0993_SETTING: 0 = UNSPECIFIED SETTING
 PP0993_STAMPING: 844
 PP0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0993
 PP0993  HISTORY     - Date     Condition        Report By
 PP0993  HISTORY     - UNK      MONUMENTED
 PP0993  HISTORY     - 1966     GOOD             MNDT
 PP0993
 PP0993                          STATION DESCRIPTION
 PP0993
 PP0993'DESCRIBED BY MN DEPT OF TRANSP 1966
 PP0993'IN MINNEAPOLIS.
 PP0993'MARK IS LOCATED NEAR THE UNIVERSITY OF MINNESOTA CAMPUS 2 BLOCKS
 PP0993'NORTHWEST OF THE GREAT NORTHERN RAILROAD CROSSING ON UNIVERSITY
 PP0993'AVENUE, 2 FEET NORTH OF THE NORTH CURB LINE OF UNIVERSITY AVENUE, 3
 PP0993'FEET WEST OF THE WEST CURB LINE OF OAK STREET AND SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PP1055 ***********************************************************************
 PP1055  DESIGNATION -  846
 PP1055  PID         -  PP1055
 PP1055  STATE/COUNTY-  MN/HENNEPIN
 PP1055  USGS QUAD   -  ST PAUL WEST (1993)
 PP1055
 PP1055                         *CURRENT SURVEY CONTROL
 PP1055  ___________________________________________________________________
 PP1055* NAD 83(1986)-  44 57 53.     (N)    093 13 12.     (W)     SCALED    
 PP1055* NAVD 88     -       246.577  (meters)     808.98   (feet)  ADJUSTED  
 PP1055  ___________________________________________________________________
 PP1055  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 PP1055  DYNAMIC HT  -         246.570 (meters)     808.96  (feet)  COMP
 PP1055  MODELED GRAV-     980,582.0   (mgal)                       NAVD 88
 PP1055
 PP1055  VERT ORDER  -  SECOND    CLASS 0
 PP1055
 PP1055.The horizontal coordinates were scaled from a topographic map and have
 PP1055.an estimated accuracy of +/- 6 seconds.
 PP1055
 PP1055.The orthometric height was determined by differential leveling
 PP1055.and adjusted by the National Geodetic Survey in June 1991..
 PP1055
 PP1055.The geoid height was determined by GEOID03.
 PP1055
 PP1055.The dynamic height is computed by dividing the NAVD 88
 PP1055.geopotential number by the normal gravity value computed on the
 PP1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1055.degrees latitude (g = 980.6199 gals.).
 PP1055
 PP1055.The modeled gravity was interpolated from observed gravity values.
 PP1055
 PP1055;                    North         East    Units  Estimated Accuracy
 PP1055;SPC MN S     -   318,600.      861,540.      MT  (+/- 180 meters Scaled)
 PP1055
 PP1055                          SUPERSEDED SURVEY CONTROL
 PP1055
 PP1055  NGVD 29 (??/??/92)  246.522  (m)          808.80   (f) ADJ UNCH    2 0
 PP1055
 PP1055.Superseded values are not recommended for survey control.
 PP1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1055.See file dsdata.txt to determine how the superseded data were derived.
 PP1055
 PP1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK826790(NAD 83)
 PP1055_MARKER: DD = SURVEY DISK
 PP1055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1055_SP_SET: CURB
 PP1055_STAMPING: 846
 PP1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1055
 PP1055  HISTORY     - Date     Condition        Report By
 PP1055  HISTORY     - UNK      MONUMENTED
 PP1055  HISTORY     - 1970     GOOD             MNDT
 PP1055  HISTORY     - 20000304 MARK NOT FOUND   USPSQD
 PP1055
 PP1055                          STATION DESCRIPTION
 PP1055
 PP1055'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1055'IN MINNEAPOLIS.
 PP1055'MARK IS LOCATED ON THE EAST BANK OF THE MISSISSIPPI RIVER, EAST OF
 PP1055'27TH AVENUE SOUTHEAST, ON THE NORTH CURB LINE OF THE EXTENDED EAST
 PP1055'RIVER ROAD, ON THE NORTH CURB LINE OF FRANKLIN AVENUE SOUTHEAST AND
 PP1055'SET FLUSH.
 PP1055
 PP1055                          STATION RECOVERY (2000)
 PP1055
 PP1055'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0077 ***********************************************************************
 RP0077  DESIGNATION -  8480 A
 RP0077  PID         -  RP0077
 RP0077  STATE/COUNTY-  MN/WILKIN
 RP0077  USGS QUAD   -  LAWNDALE (1981)
 RP0077
 RP0077                         *CURRENT SURVEY CONTROL
 RP0077  ___________________________________________________________________
 RP0077* NAD 83(1986)-  46 36 59.     (N)    096 21 14.     (W)     SCALED    
 RP0077* NAVD 88     -       341.402  (meters)    1120.08   (feet)  ADJUSTED  
 RP0077  ___________________________________________________________________
 RP0077  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 RP0077  DYNAMIC HT  -         341.424 (meters)    1120.16  (feet)  COMP
 RP0077  MODELED GRAV-     980,669.4   (mgal)                       NAVD 88
 RP0077
 RP0077  VERT ORDER  -  SECOND    CLASS 0
 RP0077
 RP0077.The horizontal coordinates were scaled from a topographic map and have
 RP0077.an estimated accuracy of +/- 6 seconds.
 RP0077
 RP0077.The orthometric height was determined by differential leveling
 RP0077.and adjusted by the National Geodetic Survey in June 1991..
 RP0077
 RP0077.The geoid height was determined by GEOID03.
 RP0077
 RP0077.The dynamic height is computed by dividing the NAVD 88
 RP0077.geopotential number by the normal gravity value computed on the
 RP0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0077.degrees latitude (g = 980.6199 gals.).
 RP0077
 RP0077.The modeled gravity was interpolated from observed gravity values.
 RP0077
 RP0077;                    North         East    Units  Estimated Accuracy
 RP0077;SPC MN C     -   281,800.      638,880.      MT  (+/- 180 meters Scaled)
 RP0077
 RP0077                          SUPERSEDED SURVEY CONTROL
 RP0077
 RP0077  NGVD 29 (??/??/92)  341.135  (m)         1119.21   (f) ADJ UNCH    2 0
 RP0077
 RP0077.Superseded values are not recommended for survey control.
 RP0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0077.See file dsdata.txt to determine how the superseded data were derived.
 RP0077
 RP0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS026659(NAD 83)
 RP0077_MARKER: DD = SURVEY DISK
 RP0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0077_SP_SET: BRIDGE ABUTMENT
 RP0077_STAMPING: 8480 A 1968
 RP0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0077
 RP0077  HISTORY     - Date     Condition        Report By
 RP0077  HISTORY     - 1968     MONUMENTED       MNDT
 RP0077
 RP0077                          STATION DESCRIPTION
 RP0077
 RP0077'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0077'4.0 MI N FROM LAWNDALE.
 RP0077'MARK IS LOCATED ABOUT 4.0 MILES NORTH OF LAWNDALE WHERE COUNTY ROAD
 RP0077'NO. 32 GOES OVER F.A.I. 94.  MARK IS A STANDARD MINNESOTA HIGHWAY
 RP0077'DEPARTMENT DISK, STAMPED 8480 A 1968, SET IN THE SOUTHEAST CORNER
 RP0077'ABUTMENT OF BRIDGE NO. 84801.  N 1/4 SECTION 9, T136N, R45W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0076 ***********************************************************************
 RP0076  DESIGNATION -  8480 B
 RP0076  PID         -  RP0076
 RP0076  STATE/COUNTY-  MN/WILKIN
 RP0076  USGS QUAD   -  LAWNDALE (1981)
 RP0076
 RP0076                         *CURRENT SURVEY CONTROL
 RP0076  ___________________________________________________________________
 RP0076* NAD 83(1986)-  46 36 02.     (N)    096 20 45.     (W)     SCALED    
 RP0076* NAVD 88     -       339.224  (meters)    1112.94   (feet)  ADJUSTED  
 RP0076  ___________________________________________________________________
 RP0076  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 RP0076  DYNAMIC HT  -         339.245 (meters)    1113.01  (feet)  COMP
 RP0076  MODELED GRAV-     980,665.1   (mgal)                       NAVD 88
 RP0076
 RP0076  VERT ORDER  -  SECOND    CLASS 0
 RP0076
 RP0076.The horizontal coordinates were scaled from a topographic map and have
 RP0076.an estimated accuracy of +/- 6 seconds.
 RP0076
 RP0076.The orthometric height was determined by differential leveling
 RP0076.and adjusted by the National Geodetic Survey in June 1991..
 RP0076
 RP0076.The geoid height was determined by GEOID03.
 RP0076
 RP0076.The dynamic height is computed by dividing the NAVD 88
 RP0076.geopotential number by the normal gravity value computed on the
 RP0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0076.degrees latitude (g = 980.6199 gals.).
 RP0076
 RP0076.The modeled gravity was interpolated from observed gravity values.
 RP0076
 RP0076;                    North         East    Units  Estimated Accuracy
 RP0076;SPC MN C     -   280,020.      639,450.      MT  (+/- 180 meters Scaled)
 RP0076
 RP0076                          SUPERSEDED SURVEY CONTROL
 RP0076
 RP0076  NGVD 29 (??/??/92)  338.958  (m)         1112.06   (f) ADJ UNCH    2 0
 RP0076
 RP0076.Superseded values are not recommended for survey control.
 RP0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0076.See file dsdata.txt to determine how the superseded data were derived.
 RP0076
 RP0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS032641(NAD 83)
 RP0076_MARKER: DD = SURVEY DISK
 RP0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0076_SP_SET: MONUMENT
 RP0076_STAMPING: 8480-B 1968
 RP0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0076
 RP0076  HISTORY     - Date     Condition        Report By
 RP0076  HISTORY     - 1968     MONUMENTED       MNDT
 RP0076
 RP0076                          STATION DESCRIPTION
 RP0076
 RP0076'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0076'3.3 MI NNE FROM LAWNDALE.
 RP0076'MARK IS LOCATED ABOUT 3.3 MILES NORTH-NORTHEAST OF LAWNDALE ALONG
 RP0076'F.A.I. 94.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK,
 RP0076'STAMPED 8480-B 1968, SET IN A CONCRETE MONUMENT.  MARK IS 115 FEET
 RP0076'SOUTHWEST OF F.A.I. 94 EAST BOUND STATION 844+50, 50 FEET SOUTH EAST
 RP0076'OF COUNTY ROAD JUNCTION, 21 FEET EAST OF A COUNTY ROAD CENTERLINE, 2.0
 RP0076'FEET NORTH OF A STEEL WITNESS POST, AND PROJECTS ABOUT 6 INCHES ABOVE
 RP0076'GROUND.  NW CORNER SECTION 15, T136N, R45W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0072 ***********************************************************************
 RP0072  DESIGNATION -  8480 C
 RP0072  PID         -  RP0072
 RP0072  STATE/COUNTY-  MN/WILKIN
 RP0072  USGS QUAD   -  LAWNDALE (1981)
 RP0072
 RP0072                         *CURRENT SURVEY CONTROL
 RP0072  ___________________________________________________________________
 RP0072* NAD 83(1986)-  46 35 08.     (N)    096 20 06.     (W)     SCALED    
 RP0072* NAVD 88     -       346.279  (meters)    1136.08   (feet)  ADJUSTED  
 RP0072  ___________________________________________________________________
 RP0072  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 RP0072  DYNAMIC HT  -         346.298 (meters)    1136.15  (feet)  COMP
 RP0072  MODELED GRAV-     980,659.4   (mgal)                       NAVD 88
 RP0072
 RP0072  VERT ORDER  -  SECOND    CLASS 0
 RP0072
 RP0072.The horizontal coordinates were scaled from a topographic map and have
 RP0072.an estimated accuracy of +/- 6 seconds.
 RP0072
 RP0072.The orthometric height was determined by differential leveling
 RP0072.and adjusted by the National Geodetic Survey in June 1991..
 RP0072
 RP0072.The geoid height was determined by GEOID03.
 RP0072
 RP0072.The dynamic height is computed by dividing the NAVD 88
 RP0072.geopotential number by the normal gravity value computed on the
 RP0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0072.degrees latitude (g = 980.6199 gals.).
 RP0072
 RP0072.The modeled gravity was interpolated from observed gravity values.
 RP0072
 RP0072;                    North         East    Units  Estimated Accuracy
 RP0072;SPC MN C     -   278,330.      640,230.      MT  (+/- 180 meters Scaled)
 RP0072
 RP0072                          SUPERSEDED SURVEY CONTROL
 RP0072
 RP0072  NGVD 29 (??/??/92)  346.011  (m)         1135.20   (f) ADJ UNCH    2 0
 RP0072
 RP0072.Superseded values are not recommended for survey control.
 RP0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0072.See file dsdata.txt to determine how the superseded data were derived.
 RP0072
 RP0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS041625(NAD 83)
 RP0072_MARKER: DD = SURVEY DISK
 RP0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0072_SP_SET: BRIDGE ABUTMENT
 RP0072_STAMPING: 8480 C 1968
 RP0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0072
 RP0072  HISTORY     - Date     Condition        Report By
 RP0072  HISTORY     - 1968     MONUMENTED       MNDT
 RP0072
 RP0072                          STATION DESCRIPTION
 RP0072
 RP0072'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0072'2.5 MI NE FROM LAWNDALE.
 RP0072'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 8480 C
 RP0072'1968, SET IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE NO. 84802.  N 1/4
 RP0072'SECTION 22, T136N, R45W.  NOTE-- MARK IS LOCATED ABOUT 2.5 MILES
 RP0072'NORTHEAST OF LAWNDALE AT COUNTY ROAD NO. 88 BRIDGE OVER F.A.I. 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0071 ***********************************************************************
 RP0071  DESIGNATION -  8480 D
 RP0071  PID         -  RP0071
 RP0071  STATE/COUNTY-  MN/WILKIN
 RP0071  USGS QUAD   -  LAWNDALE (1981)
 RP0071
 RP0071                         *CURRENT SURVEY CONTROL
 RP0071  ___________________________________________________________________
 RP0071* NAD 83(1986)-  46 34 27.     (N)    096 19 38.     (W)     SCALED    
 RP0071* NAVD 88     -       344.014  (meters)    1128.65   (feet)  ADJUSTED  
 RP0071  ___________________________________________________________________
 RP0071  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 RP0071  DYNAMIC HT  -         344.031 (meters)    1128.71  (feet)  COMP
 RP0071  MODELED GRAV-     980,654.5   (mgal)                       NAVD 88
 RP0071
 RP0071  VERT ORDER  -  SECOND    CLASS 0
 RP0071
 RP0071.The horizontal coordinates were scaled from a topographic map and have
 RP0071.an estimated accuracy of +/- 6 seconds.
 RP0071
 RP0071.The orthometric height was determined by differential leveling
 RP0071.and adjusted by the National Geodetic Survey in June 1991..
 RP0071
 RP0071.The geoid height was determined by GEOID03.
 RP0071
 RP0071.The dynamic height is computed by dividing the NAVD 88
 RP0071.geopotential number by the normal gravity value computed on the
 RP0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0071.degrees latitude (g = 980.6199 gals.).
 RP0071
 RP0071.The modeled gravity was interpolated from observed gravity values.
 RP0071
 RP0071;                    North         East    Units  Estimated Accuracy
 RP0071;SPC MN C     -   277,050.      640,790.      MT  (+/- 180 meters Scaled)
 RP0071
 RP0071                          SUPERSEDED SURVEY CONTROL
 RP0071
 RP0071  NGVD 29 (??/??/92)  343.745  (m)         1127.77   (f) ADJ UNCH    2 0
 RP0071
 RP0071.Superseded values are not recommended for survey control.
 RP0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0071.See file dsdata.txt to determine how the superseded data were derived.
 RP0071
 RP0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS048613(NAD 83)
 RP0071_MARKER: DD = SURVEY DISK
 RP0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0071_SP_SET: MONUMENT
 RP0071_STAMPING: 8480-D 1968
 RP0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0071
 RP0071  HISTORY     - Date     Condition        Report By
 RP0071  HISTORY     - 1968     MONUMENTED       MNDT
 RP0071
 RP0071                          STATION DESCRIPTION
 RP0071
 RP0071'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0071'2.0 MI NE FROM LAWNDALE.
 RP0071'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 8480-D
 RP0071'1968, SET IN A CONCRETE MONUMENT.  MARK IS 100 FEET SOUTH-WEST OF
 RP0071'F.A.I. 94 EAST BOUND STATION 1958+15, 30 FEET NORTH OF A COUNTY ROAD,
 RP0071'(DEAD END) 9.0 FEET SOUTH OF A TELEPHONE POLE, 2.0 FEET NORTH OF A
 RP0071'STEEL WITNESS POST AND PROJECTS ABOUT 6 INCHES ABOVE GROUND.  NOTE--
 RP0071'MARK IS LOCATED NEAR THE CORNERS OF SECTIONS 22-23-26 AND 27, T136N,
 RP0071'R45W, ABOUT 2.0 MILES NORTH EAST OF LAWNDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0070 ***********************************************************************
 RP0070  DESIGNATION -  8480 E
 RP0070  PID         -  RP0070
 RP0070  STATE/COUNTY-  MN/WILKIN
 RP0070  USGS QUAD   -  LAWNDALE (1981)
 RP0070
 RP0070                         *CURRENT SURVEY CONTROL
 RP0070  ___________________________________________________________________
 RP0070* NAD 83(1986)-  46 33 30.     (N)    096 18 57.     (W)     SCALED    
 RP0070* NAVD 88     -       354.100  (meters)    1161.74   (feet)  ADJUSTED  
 RP0070  ___________________________________________________________________
 RP0070  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 RP0070  DYNAMIC HT  -         354.115 (meters)    1161.79  (feet)  COMP
 RP0070  MODELED GRAV-     980,646.8   (mgal)                       NAVD 88
 RP0070
 RP0070  VERT ORDER  -  SECOND    CLASS I
 RP0070
 RP0070.The horizontal coordinates were scaled from a topographic map and have
 RP0070.an estimated accuracy of +/- 6 seconds.
 RP0070
 RP0070.The orthometric height was determined by differential leveling
 RP0070.and adjusted by the National Geodetic Survey in June 1991..
 RP0070
 RP0070.The geoid height was determined by GEOID03.
 RP0070
 RP0070.The dynamic height is computed by dividing the NAVD 88
 RP0070.geopotential number by the normal gravity value computed on the
 RP0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0070.degrees latitude (g = 980.6199 gals.).
 RP0070
 RP0070.The modeled gravity was interpolated from observed gravity values.
 RP0070
 RP0070;                    North         East    Units  Estimated Accuracy
 RP0070;SPC MN C     -   275,270.      641,620.      MT  (+/- 180 meters Scaled)
 RP0070
 RP0070                          SUPERSEDED SURVEY CONTROL
 RP0070
 RP0070  NGVD 29 (??/??/92)  353.828  (m)         1160.85   (f) ADJ UNCH    2 0
 RP0070
 RP0070.Superseded values are not recommended for survey control.
 RP0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0070.See file dsdata.txt to determine how the superseded data were derived.
 RP0070
 RP0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS057595(NAD 83)
 RP0070_MARKER: DB = BENCH MARK DISK
 RP0070_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0070_SP_SET: BRIDGE ABUTMENT
 RP0070_STAMPING: 8480 E 1968
 RP0070_MARK LOGO: MNHD  
 RP0070_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RP0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0070+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2001
 RP0070
 RP0070  HISTORY     - Date     Condition        Report By
 RP0070  HISTORY     - 1968     MONUMENTED       MNHD
 RP0070  HISTORY     - 1971     GOOD             MNDT
 RP0070  HISTORY     - 20010911 GOOD             MNDT
 RP0070
 RP0070                          STATION DESCRIPTION
 RP0070
 RP0070'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0070'6 MI N FROM ROTHSAY.
 RP0070'1 MILE NORTH ALONG COUNTY ROAD 21 FROM THE JUNCTION OF COUNTY ROAD 21
 RP0070'AND COUNTY ROAD 24 IN ROTHSAY, THENCE, 5.0 MILES NORTH ALONG FAI 94,
 RP0070'IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NO. 84803, TH 108 OVER
 RP0070'FAI 94 (MILE POINT 32.5).  NW 1/4, SEC 35, T136N, R45W.  NOTE-- THIS
 RP0070'MARK IS ALSO 2.2 MILES WEST OF LAWNDALE.
 RP0070
 RP0070                          STATION RECOVERY (2001)
 RP0070
 RP0070'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 RP0070'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 6 MI (9.7 KM)
 RP0070'NORTH OF ROTHSAY, 2.2 MI (3.5 KM) WEST OF LAWNDALE, IN SE COR OF TH
 RP0070'108 BRIDGE NO 84803 OVER FAI 94, AT FAI MP 32.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0069 ***********************************************************************
 RP0069  DESIGNATION -  8480 E 1
 RP0069  PID         -  RP0069
 RP0069  STATE/COUNTY-  MN/WILKIN
 RP0069  USGS QUAD   -  LAWNDALE (1981)
 RP0069
 RP0069                         *CURRENT SURVEY CONTROL
 RP0069  ___________________________________________________________________
 RP0069* NAD 83(1986)-  46 33 02.     (N)    096 18 39.     (W)     SCALED    
 RP0069* NAVD 88     -       349.546  (meters)    1146.80   (feet)  ADJUSTED  
 RP0069  ___________________________________________________________________
 RP0069  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 RP0069  DYNAMIC HT  -         349.559 (meters)    1146.84  (feet)  COMP
 RP0069  MODELED GRAV-     980,643.0   (mgal)                       NAVD 88
 RP0069
 RP0069  VERT ORDER  -  SECOND    CLASS I
 RP0069
 RP0069.The horizontal coordinates were scaled from a topographic map and have
 RP0069.an estimated accuracy of +/- 6 seconds.
 RP0069
 RP0069.The orthometric height was determined by differential leveling
 RP0069.and adjusted by the National Geodetic Survey in June 1991..
 RP0069
 RP0069.The geoid height was determined by GEOID03.
 RP0069
 RP0069.The dynamic height is computed by dividing the NAVD 88
 RP0069.geopotential number by the normal gravity value computed on the
 RP0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0069.degrees latitude (g = 980.6199 gals.).
 RP0069
 RP0069.The modeled gravity was interpolated from observed gravity values.
 RP0069
 RP0069;                    North         East    Units  Estimated Accuracy
 RP0069;SPC MN C     -   274,400.      641,980.      MT  (+/- 180 meters Scaled)
 RP0069
 RP0069                          SUPERSEDED SURVEY CONTROL
 RP0069
 RP0069  NGVD 29 (??/??/92)  349.274  (m)         1145.91   (f) ADJ UNCH    2 0
 RP0069
 RP0069.Superseded values are not recommended for survey control.
 RP0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0069.See file dsdata.txt to determine how the superseded data were derived.
 RP0069
 RP0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS061587(NAD 83)
 RP0069_MARKER: F = FLANGE-ENCASED ROD
 RP0069_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 RP0069_SP_SET: TILE
 RP0069_STAMPING: 8480 E 1 1968
 RP0069_MARK LOGO: MNHD  
 RP0069_MAGNETIC: I = MARKER IS A STEEL ROD
 RP0069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0069+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2001
 RP0069
 RP0069  HISTORY     - Date     Condition        Report By
 RP0069  HISTORY     - 1968     MONUMENTED       MNHD
 RP0069  HISTORY     - 1971     GOOD             MNDT
 RP0069  HISTORY     - 20010911 GOOD             MNDT
 RP0069
 RP0069                          STATION DESCRIPTION
 RP0069
 RP0069'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0069'5.7 MI N FROM ROTHSAY.
 RP0069'1 MILE NORTH ALONG COUNTY ROAD 21, FROM THE JUNCTION OF COUNTY ROAD 21
 RP0069'AND COUNTY ROAD 24 IN ROTHSAY, THENCE, 4.7 MILES NORTH ALONG FAI 94,
 RP0069'0.4 MILES SOUTH OF TH 108, 98 FEET WEST OF THE CENTERLINE OF EASTBOUND
 RP0069'FAI 94 AT MILE POINT 33.3 (STATION 2056), 2 FEET EAST OF THE RIGHT OF
 RP0069'WAY FENCE, 2 FEET SOUTH OF A STEEL WITNESS POST, PROJECTING 4 INCHES
 RP0069'ABOVE GROUND.  NW 1/4, SEC 35, T136N, R45W.
 RP0069
 RP0069                          STATION RECOVERY (2001)
 RP0069
 RP0069'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 RP0069'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 RP0069'0.8 MI (1.3 KM) (1.3 KM ) SOUTH OF TH 108, AND SUITABLE FOR GPS. THERE
 RP0069'IS NO DISK, DATUM POINT IS TOP OF GALVANIZED STEEL ROD.  ACCESS TO THE
 RP0069'DATUM POINT IS THRU A 5 INCH LOGO CAP THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0068 ***********************************************************************
 RP0068  DESIGNATION -  8480 E 2
 RP0068  PID         -  RP0068
 RP0068  STATE/COUNTY-  MN/WILKIN
 RP0068  USGS QUAD   -  LAWNDALE (1981)
 RP0068
 RP0068                         *CURRENT SURVEY CONTROL
 RP0068  ___________________________________________________________________
 RP0068* NAD 83(1986)-  46 32 48.     (N)    096 18 31.     (W)     SCALED    
 RP0068* NAVD 88     -       352.969  (meters)    1158.03   (feet)  ADJUSTED  
 RP0068  ___________________________________________________________________
 RP0068  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 RP0068  DYNAMIC HT  -         352.982 (meters)    1158.08  (feet)  COMP
 RP0068  MODELED GRAV-     980,641.2   (mgal)                       NAVD 88
 RP0068
 RP0068  VERT ORDER  -  SECOND    CLASS I
 RP0068
 RP0068.The horizontal coordinates were scaled from a topographic map and have
 RP0068.an estimated accuracy of +/- 6 seconds.
 RP0068
 RP0068.The orthometric height was determined by differential leveling
 RP0068.and adjusted by the National Geodetic Survey in June 1991..
 RP0068
 RP0068.The geoid height was determined by GEOID03.
 RP0068
 RP0068.The dynamic height is computed by dividing the NAVD 88
 RP0068.geopotential number by the normal gravity value computed on the
 RP0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0068.degrees latitude (g = 980.6199 gals.).
 RP0068
 RP0068.The modeled gravity was interpolated from observed gravity values.
 RP0068
 RP0068;                    North         East    Units  Estimated Accuracy
 RP0068;SPC MN C     -   273,960.      642,140.      MT  (+/- 180 meters Scaled)
 RP0068
 RP0068                          SUPERSEDED SURVEY CONTROL
 RP0068
 RP0068  NGVD 29 (??/??/92)  352.695  (m)         1157.13   (f) ADJ UNCH    2 0
 RP0068
 RP0068.Superseded values are not recommended for survey control.
 RP0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0068.See file dsdata.txt to determine how the superseded data were derived.
 RP0068
 RP0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS063583(NAD 83)
 RP0068_MARKER: F = FLANGE-ENCASED ROD
 RP0068_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 RP0068_SP_SET: TILE
 RP0068_STAMPING: 8480 E 2 1968
 RP0068_MARK LOGO: MNHD  
 RP0068_MAGNETIC: I = MARKER IS A STEEL ROD
 RP0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0068
 RP0068  HISTORY     - Date     Condition        Report By
 RP0068  HISTORY     - 1968     MONUMENTED       MNHD
 RP0068  HISTORY     - 1971     GOOD             MNDT
 RP0068  HISTORY     - 20010911 GOOD             MNDT
 RP0068
 RP0068                          STATION DESCRIPTION
 RP0068
 RP0068'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0068'5.5 MI N FROM ROTHSAY.
 RP0068'1 MILE NORTH ALONG COUNTY ROAD 21, FROM THE JUNCTION OF COUNTY ROAD 21
 RP0068'AND COUNTY ROAD 24 IN ROTHSAY, THENCE, 4.5 MILES NORTH ALONG FAI 90,
 RP0068'0.7 MILES SOUTH OF TH 108, 98 FEET WEST OF THE CENTERLINE OF EASTBOUND
 RP0068'FAI 94 AT MILE POINT 33.55, (STATION 2070), 2 FEET EAST OF THE RIGHT
 RP0068'OF WAY FENCE, 2 FEET SOUTH OF A STEEL WITNESS POST, PROJECTING 4
 RP0068'INCHES ABOVE GROUND.  SE 1/4, SEC 35, T136N, R45W.
 RP0068
 RP0068                          STATION RECOVERY (2001)
 RP0068
 RP0068'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 RP0068'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 RP0068'1.05 MI (1.69 KM) SOUTH OF TH 108, AND SUITABLE FOR GPS.  THE DATUM
 RP0068'POINT IS THE TOP OF GAVLVANIZED STEEL ROD, THERE IS NO DISK. ACCESS TO
 RP0068'THE DATUM POINT IS THRU A 5 INCH LOGO CAP THAT IS FLUSH WITH THE
 RP0068'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0067 ***********************************************************************
 RP0067  DESIGNATION -  8480 E 3
 RP0067  PID         -  RP0067
 RP0067  STATE/COUNTY-  MN/WILKIN
 RP0067  USGS QUAD   -  LAWNDALE (1981)
 RP0067
 RP0067                         *CURRENT SURVEY CONTROL
 RP0067  ___________________________________________________________________
 RP0067* NAD 83(1986)-  46 32 42.     (N)    096 18 21.     (W)     SCALED    
 RP0067* NAVD 88     -       351.087  (meters)    1151.86   (feet)  ADJUSTED  
 RP0067  ___________________________________________________________________
 RP0067  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 RP0067  DYNAMIC HT  -         351.099 (meters)    1151.90  (feet)  COMP
 RP0067  MODELED GRAV-     980,639.9   (mgal)                       NAVD 88
 RP0067
 RP0067  VERT ORDER  -  SECOND    CLASS 0
 RP0067
 RP0067.The horizontal coordinates were scaled from a topographic map and have
 RP0067.an estimated accuracy of +/- 6 seconds.
 RP0067
 RP0067.The orthometric height was determined by differential leveling
 RP0067.and adjusted by the National Geodetic Survey in June 1991..
 RP0067
 RP0067.The geoid height was determined by GEOID03.
 RP0067
 RP0067.The dynamic height is computed by dividing the NAVD 88
 RP0067.geopotential number by the normal gravity value computed on the
 RP0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0067.degrees latitude (g = 980.6199 gals.).
 RP0067
 RP0067.The modeled gravity was interpolated from observed gravity values.
 RP0067
 RP0067;                    North         East    Units  Estimated Accuracy
 RP0067;SPC MN C     -   273,770.      642,350.      MT  (+/- 180 meters Scaled)
 RP0067
 RP0067                          SUPERSEDED SURVEY CONTROL
 RP0067
 RP0067  NGVD 29 (??/??/92)  350.813  (m)         1150.96   (f) ADJ UNCH    2 0
 RP0067
 RP0067.Superseded values are not recommended for survey control.
 RP0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0067.See file dsdata.txt to determine how the superseded data were derived.
 RP0067
 RP0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS065581(NAD 83)
 RP0067_MARKER: F = FLANGE-ENCASED ROD
 RP0067_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RP0067_SP_SET: TILE
 RP0067_STAMPING: 8480 E 3 1968
 RP0067_MARK LOGO: MNHD  
 RP0067_MAGNETIC: I = MARKER IS A STEEL ROD
 RP0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0067+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2001
 RP0067
 RP0067  HISTORY     - Date     Condition        Report By
 RP0067  HISTORY     - 1968     MONUMENTED       MNHD
 RP0067  HISTORY     - 1971     GOOD             MNDT
 RP0067  HISTORY     - 20010911 GOOD             MNDT
 RP0067
 RP0067                          STATION DESCRIPTION
 RP0067
 RP0067'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0067'5.4 MI N FROM ROTHSAY.
 RP0067'1 MILE NORTH ALONG COUNTY ROAD 21, FROM THE JUNCTION OF COUNTY ROAD 21
 RP0067'AND COUNTY ROAD 24 IN ROTHSAY, THENCE, 4.4 MILES NORTH ALONG FAI 94,
 RP0067'98 FEET WEST OF THE CENTERLINE OF EASTBOUND FAI 94 AT MILE POINT 33.7
 RP0067'(STATION 2079) 2 FEET SOUTH OF A STEEL WITNESS POST, PROJECTING 4
 RP0067'INCHES ABOVE GROUND.  SE 1/4, SEC 35, T136N, R45W.
 RP0067
 RP0067                          STATION RECOVERY (2001)
 RP0067
 RP0067'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 RP0067'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RP0067'THE MARK IS 5.4 MI (8.7 KM) NORTH OF ROTHSAY, 4.4 MI (7.1 KM) NORTH OF
 RP0067'CO RD 21, 1.2 MI (1.9 KM) SOUTH OF TH 108, 98 FT (29.9 M) WEST OF EB
 RP0067'FAI 94, AT FAI 94 MP 33.7, 2.0 FT (0.6 M) SOUTH OF WIT POST, MAGNETIC,
 RP0067'AND SUITABLE FOR GPS.  NO DISK, STATION IS A GALVANIZED STEEL ROD.
 RP0067'ACCESS TO DATUM POINT IS THRU A 5 INCH LOGO CAP THAT IS FLUSH WITH THE
 RP0067'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0066 ***********************************************************************
 RP0066  DESIGNATION -  8480 F
 RP0066  PID         -  RP0066
 RP0066  STATE/COUNTY-  MN/WILKIN
 RP0066  USGS QUAD   -  LAWNDALE (1981)
 RP0066
 RP0066                         *CURRENT SURVEY CONTROL
 RP0066  ___________________________________________________________________
 RP0066* NAD 83(1986)-  46 32 24.     (N)    096 18 07.     (W)     SCALED    
 RP0066* NAVD 88     -       350.581  (meters)    1150.20   (feet)  ADJUSTED  
 RP0066  ___________________________________________________________________
 RP0066  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 RP0066  DYNAMIC HT  -         350.593 (meters)    1150.24  (feet)  COMP
 RP0066  MODELED GRAV-     980,637.2   (mgal)                       NAVD 88
 RP0066
 RP0066  VERT ORDER  -  SECOND    CLASS 0
 RP0066
 RP0066.The horizontal coordinates were scaled from a topographic map and have
 RP0066.an estimated accuracy of +/- 6 seconds.
 RP0066
 RP0066.The orthometric height was determined by differential leveling
 RP0066.and adjusted by the National Geodetic Survey in June 1991..
 RP0066
 RP0066.The geoid height was determined by GEOID03.
 RP0066
 RP0066.The dynamic height is computed by dividing the NAVD 88
 RP0066.geopotential number by the normal gravity value computed on the
 RP0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0066.degrees latitude (g = 980.6199 gals.).
 RP0066
 RP0066.The modeled gravity was interpolated from observed gravity values.
 RP0066
 RP0066;                    North         East    Units  Estimated Accuracy
 RP0066;SPC MN C     -   273,210.      642,630.      MT  (+/- 180 meters Scaled)
 RP0066
 RP0066                          SUPERSEDED SURVEY CONTROL
 RP0066
 RP0066  NGVD 29 (??/??/92)  350.305  (m)         1149.29   (f) ADJ UNCH    2 0
 RP0066
 RP0066.Superseded values are not recommended for survey control.
 RP0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0066.See file dsdata.txt to determine how the superseded data were derived.
 RP0066
 RP0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS068575(NAD 83)
 RP0066_MARKER: DB = BENCH MARK DISK
 RP0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0066_SP_SET: MONUMENT
 RP0066_STAMPING: 8480 F 1968
 RP0066_MARK LOGO: MNHD  
 RP0066_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0066+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2001
 RP0066
 RP0066  HISTORY     - Date     Condition        Report By
 RP0066  HISTORY     - 1968     MONUMENTED       MNHD
 RP0066  HISTORY     - 1971     GOOD             MNDT
 RP0066  HISTORY     - 20010911 GOOD             MNDT
 RP0066
 RP0066                          STATION DESCRIPTION
 RP0066
 RP0066'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0066'5 MI N FROM ROTHSAY.
 RP0066'1 MILE NORTH ALONG COUNTY ROAD 21, FROM THE JUNCTION OF COUNTY ROAD 21
 RP0066'AND COUNTY ROAD 24 IN ROTHSAY, THENCE, 4 MILES NORTH ALONG FAI 94, 75
 RP0066'FEET EAST OF THE CENTERLINE OF WESTBOUND FAI 94 AT MILE POINT 34.0
 RP0066'(STATION 2094+45) 25 FEET WEST OF TOWNSHIP ROAD 73 (DEADEND), 2 FEET
 RP0066'WEST OF A STEEL WITNESS POST, IN A CONCRETE MONUMENT PROJECTING 6
 RP0066'INCHES ABOVE GROUND.  NE 1/4, SEC 2, T135N, R45W.
 RP0066
 RP0066                          STATION RECOVERY (2001)
 RP0066
 RP0066'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 RP0066'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 RP0066'SUITABLE FOR GPS AND PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0065 ***********************************************************************
 RP0065  DESIGNATION -  8480 F 1
 RP0065  PID         -  RP0065
 RP0065  STATE/COUNTY-  MN/WILKIN
 RP0065  USGS QUAD   -  LAWNDALE (1981)
 RP0065
 RP0065                         *CURRENT SURVEY CONTROL
 RP0065  ___________________________________________________________________
 RP0065* NAD 83(1986)-  46 32 06.     (N)    096 17 57.     (W)     SCALED    
 RP0065* NAVD 88     -       353.255  (meters)    1158.97   (feet)  ADJUSTED  
 RP0065  ___________________________________________________________________
 RP0065  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 RP0065  DYNAMIC HT  -         353.266 (meters)    1159.01  (feet)  COMP
 RP0065  MODELED GRAV-     980,634.8   (mgal)                       NAVD 88
 RP0065
 RP0065  VERT ORDER  -  SECOND    CLASS 0
 RP0065
 RP0065.The horizontal coordinates were scaled from a topographic map and have
 RP0065.an estimated accuracy of +/- 6 seconds.
 RP0065
 RP0065.The orthometric height was determined by differential leveling
 RP0065.and adjusted by the National Geodetic Survey in June 1991..
 RP0065
 RP0065.The geoid height was determined by GEOID03.
 RP0065
 RP0065.The dynamic height is computed by dividing the NAVD 88
 RP0065.geopotential number by the normal gravity value computed on the
 RP0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0065.degrees latitude (g = 980.6199 gals.).
 RP0065
 RP0065.The modeled gravity was interpolated from observed gravity values.
 RP0065
 RP0065;                    North         East    Units  Estimated Accuracy
 RP0065;SPC MN C     -   272,640.      642,830.      MT  (+/- 180 meters Scaled)
 RP0065
 RP0065                          SUPERSEDED SURVEY CONTROL
 RP0065
 RP0065  NGVD 29 (??/??/92)  352.976  (m)         1158.06   (f) ADJ UNCH    2 0
 RP0065
 RP0065.Superseded values are not recommended for survey control.
 RP0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0065.See file dsdata.txt to determine how the superseded data were derived.
 RP0065
 RP0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS071570(NAD 83)
 RP0065_MARKER: Z = SEE DESCRIPTION
 RP0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0065_SP_SET: TILE
 RP0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0065
 RP0065  HISTORY     - Date     Condition        Report By
 RP0065  HISTORY     - UNK      MONUMENTED       MNDT
 RP0065  HISTORY     - 1971     GOOD             MNDT
 RP0065
 RP0065                          STATION DESCRIPTION
 RP0065
 RP0065'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0065'4.8 MI N FROM ROTHSAY.
 RP0065'1 MILE NORTH ALONG COUNTY ROAD 21, FROM THE JUNCTION OF COUNTY ROAD 21
 RP0065'AND COUNTY ROAD 24 IN ROTHSAY, THENCE, 3.75 MILES NORTH ALONG FAI 90,
 RP0065'100 FEET NORTH OF A DRY CREEK BED, 98 FEET EAST OF THE CENTERLINE OF
 RP0065'WESTBOUND FAI 94 AT MILE POINT 34.25 (STATION 2107), 2 FEET SOUTH OF A
 RP0065'STEEL WITNESS POST, PROJECTING 4 INCHES ABOVE GROUND.  NW 1/4, SEC 1,
 RP0065'T135N, R45W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0064 ***********************************************************************
 RP0064  DESIGNATION -  8480 F 2
 RP0064  PID         -  RP0064
 RP0064  STATE/COUNTY-  MN/WILKIN
 RP0064  USGS QUAD   -  LAWNDALE (1981)
 RP0064
 RP0064                         *CURRENT SURVEY CONTROL
 RP0064  ___________________________________________________________________
 RP0064* NAD 83(1986)-  46 32 02.     (N)    096 17 49.     (W)     SCALED    
 RP0064* NAVD 88     -       354.938  (meters)    1164.49   (feet)  ADJUSTED  
 RP0064  ___________________________________________________________________
 RP0064  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 RP0064  DYNAMIC HT  -         354.948 (meters)    1164.53  (feet)  COMP
 RP0064  MODELED GRAV-     980,633.8   (mgal)                       NAVD 88
 RP0064
 RP0064  VERT ORDER  -  SECOND    CLASS 0
 RP0064
 RP0064.The horizontal coordinates were scaled from a topographic map and have
 RP0064.an estimated accuracy of +/- 6 seconds.
 RP0064
 RP0064.The orthometric height was determined by differential leveling
 RP0064.and adjusted by the National Geodetic Survey in June 1991..
 RP0064
 RP0064.The geoid height was determined by GEOID03.
 RP0064
 RP0064.The dynamic height is computed by dividing the NAVD 88
 RP0064.geopotential number by the normal gravity value computed on the
 RP0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0064.degrees latitude (g = 980.6199 gals.).
 RP0064
 RP0064.The modeled gravity was interpolated from observed gravity values.
 RP0064
 RP0064;                    North         East    Units  Estimated Accuracy
 RP0064;SPC MN C     -   272,520.      643,000.      MT  (+/- 180 meters Scaled)
 RP0064
 RP0064                          SUPERSEDED SURVEY CONTROL
 RP0064
 RP0064  NGVD 29 (??/??/92)  354.659  (m)         1163.58   (f) ADJ UNCH    2 0
 RP0064
 RP0064.Superseded values are not recommended for survey control.
 RP0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0064.See file dsdata.txt to determine how the superseded data were derived.
 RP0064
 RP0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS072569(NAD 83)
 RP0064_MARKER: Z = SEE DESCRIPTION
 RP0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0064_SP_SET: TILE
 RP0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0064
 RP0064  HISTORY     - Date     Condition        Report By
 RP0064  HISTORY     - UNK      MONUMENTED       MNDT
 RP0064  HISTORY     - 1971     GOOD             MNDT
 RP0064
 RP0064                          STATION DESCRIPTION
 RP0064
 RP0064'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0064'4.6 MI N FROM ROTHSAY.
 RP0064'1 MILE NORTH ALONG COUNTY ROAD 21, FROM THE JUNCTION OF COUNTY ROAD 21
 RP0064'AND COUNTY ROAD 24, IN ROTHSAY, THENCE, 3.65 MILES NORTH ALONG FAI 94,
 RP0064'300 FEET SOUTH OF A DRY CREEK BED, 98 FEET EAST OF THE CENTERLINE OF
 RP0064'WESTBOUND FAI 94 AT MILE POINT 34.35 (STATION 2113), 2 FEET SOUTH OF A
 RP0064'STEEL WITNESS POST, PROJECTING 4 INCHES ABOVE GROUND.  SW 1/4, SEC 1,
 RP0064'T135N, R45W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0063 ***********************************************************************
 RP0063  DESIGNATION -  8480 G
 RP0063  PID         -  RP0063
 RP0063  STATE/COUNTY-  MN/WILKIN
 RP0063  USGS QUAD   -  LAWNDALE (1981)
 RP0063
 RP0063                         *CURRENT SURVEY CONTROL
 RP0063  ___________________________________________________________________
 RP0063* NAD 83(1986)-  46 31 52.     (N)    096 17 41.     (W)     SCALED    
 RP0063* NAVD 88     -       363.373  (meters)    1192.17   (feet)  ADJUSTED  
 RP0063  ___________________________________________________________________
 RP0063  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 RP0063  DYNAMIC HT  -         363.383 (meters)    1192.20  (feet)  COMP
 RP0063  MODELED GRAV-     980,632.3   (mgal)                       NAVD 88
 RP0063
 RP0063  VERT ORDER  -  SECOND    CLASS 0
 RP0063
 RP0063.The horizontal coordinates were scaled from a topographic map and have
 RP0063.an estimated accuracy of +/- 6 seconds.
 RP0063
 RP0063.The orthometric height was determined by differential leveling
 RP0063.and adjusted by the National Geodetic Survey in June 1991..
 RP0063
 RP0063.The geoid height was determined by GEOID03.
 RP0063
 RP0063.The dynamic height is computed by dividing the NAVD 88
 RP0063.geopotential number by the normal gravity value computed on the
 RP0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0063.degrees latitude (g = 980.6199 gals.).
 RP0063
 RP0063.The modeled gravity was interpolated from observed gravity values.
 RP0063
 RP0063;                    North         East    Units  Estimated Accuracy
 RP0063;SPC MN C     -   272,200.      643,160.      MT  (+/- 180 meters Scaled)
 RP0063
 RP0063                          SUPERSEDED SURVEY CONTROL
 RP0063
 RP0063  NGVD 29 (??/??/92)  363.090  (m)         1191.24   (f) ADJ UNCH    2 0
 RP0063
 RP0063.Superseded values are not recommended for survey control.
 RP0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0063.See file dsdata.txt to determine how the superseded data were derived.
 RP0063
 RP0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS074566(NAD 83)
 RP0063_MARKER: Z = SEE DESCRIPTION
 RP0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0063_SP_SET: TILE
 RP0063_STAMPING: 8480-G 1968
 RP0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0063
 RP0063  HISTORY     - Date     Condition        Report By
 RP0063  HISTORY     - 1968     MONUMENTED       MNDT
 RP0063  HISTORY     - 1971     GOOD             MNDT
 RP0063
 RP0063                          STATION DESCRIPTION
 RP0063
 RP0063'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0063'4.0 MI N FROM ROTHSAY.
 RP0063'1 MILE NORTH ALONG COUNTY ROAD 21, FROM THE JUNCTION OF COUNTY ROAD 21
 RP0063'AND COUNTY ROAD 24, IN ROTHSAY, THENCE, 3 MILES NORTH ALONG FAI 94,
 RP0063'200 FEET NORTH OF AN EAST-WEST TOWNSHIP ROAD (DEADEND), 98 FEET EAST
 RP0063'OF THE CENTERLINE OF WESTBOUND FAI 94 AT MILE POINT 34.7, 1 FOOT NORTH
 RP0063'OF A STEEL WITNESS POST, IN A CONCRETE MONUMENT PROJECTING 5 INCHES
 RP0063'ABOVE GROUND.  NW 1/4, SEC 12, T135N, R45W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0062 ***********************************************************************
 RP0062  DESIGNATION -  8480 G 1
 RP0062  PID         -  RP0062
 RP0062  STATE/COUNTY-  MN/WILKIN
 RP0062  USGS QUAD   -  LAWNDALE (1981)
 RP0062
 RP0062                         *CURRENT SURVEY CONTROL
 RP0062  ___________________________________________________________________
 RP0062* NAD 83(1986)-  46 31 40.     (N)    096 17 34.     (W)     SCALED    
 RP0062* NAVD 88     -       367.738  (meters)    1206.49   (feet)  ADJUSTED  
 RP0062  ___________________________________________________________________
 RP0062  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 RP0062  DYNAMIC HT  -         367.748 (meters)    1206.52  (feet)  COMP
 RP0062  MODELED GRAV-     980,630.7   (mgal)                       NAVD 88
 RP0062
 RP0062  VERT ORDER  -  SECOND    CLASS 0
 RP0062
 RP0062.The horizontal coordinates were scaled from a topographic map and have
 RP0062.an estimated accuracy of +/- 6 seconds.
 RP0062
 RP0062.The orthometric height was determined by differential leveling
 RP0062.and adjusted by the National Geodetic Survey in June 1991..
 RP0062
 RP0062.The geoid height was determined by GEOID03.
 RP0062
 RP0062.The dynamic height is computed by dividing the NAVD 88
 RP0062.geopotential number by the normal gravity value computed on the
 RP0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0062.degrees latitude (g = 980.6199 gals.).
 RP0062
 RP0062.The modeled gravity was interpolated from observed gravity values.
 RP0062
 RP0062;                    North         East    Units  Estimated Accuracy
 RP0062;SPC MN C     -   271,830.      643,300.      MT  (+/- 180 meters Scaled)
 RP0062
 RP0062                          SUPERSEDED SURVEY CONTROL
 RP0062
 RP0062  NGVD 29 (??/??/92)  367.454  (m)         1205.56   (f) ADJ UNCH    2 0
 RP0062
 RP0062.Superseded values are not recommended for survey control.
 RP0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0062.See file dsdata.txt to determine how the superseded data were derived.
 RP0062
 RP0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS076562(NAD 83)
 RP0062_MARKER: Z = SEE DESCRIPTION
 RP0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0062_SP_SET: TILE
 RP0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0062
 RP0062  HISTORY     - Date     Condition        Report By
 RP0062  HISTORY     - UNK      MONUMENTED       MNDT
 RP0062  HISTORY     - 1971     GOOD             MNDT
 RP0062
 RP0062                          STATION DESCRIPTION
 RP0062
 RP0062'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0062'3.8 MI N FROM ROTHSAY.
 RP0062'1 MILE NORTH ALONG COUNTY ROAD 21, FROM THE JUNCTION OF COUNTY ROAD 21
 RP0062'AND COUNTY ROAD 24 IN ROTHSAY, THENCE, 2.8 MILES NORTH ALONG FAI 94,
 RP0062'80 FEET EAST OF THE CENTERLINE OF WESTBOUND FAI 94 AT MILE POINT 34.9
 RP0062'(STATION 2143), 20 FEET WEST OF THE RIGHT OF WAY FENCE, 2 FEET SOUTH
 RP0062'OF A STEEL WITNESS POST, PROJECTING 4 INCHES ABOVE GROUND.  NE 1/4,
 RP0062'SEC 12, T135N, R45W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0061 ***********************************************************************
 RP0061  DESIGNATION -  8480 G 2
 RP0061  PID         -  RP0061
 RP0061  STATE/COUNTY-  MN/WILKIN
 RP0061  USGS QUAD   -  LAWNDALE (1981)
 RP0061
 RP0061                         *CURRENT SURVEY CONTROL
 RP0061  ___________________________________________________________________
 RP0061* NAD 83(1986)-  46 31 27.     (N)    096 17 31.     (W)     SCALED    
 RP0061* NAVD 88     -       366.895  (meters)    1203.72   (feet)  ADJUSTED  
 RP0061  ___________________________________________________________________
 RP0061  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 RP0061  DYNAMIC HT  -         366.904 (meters)    1203.75  (feet)  COMP
 RP0061  MODELED GRAV-     980,629.4   (mgal)                       NAVD 88
 RP0061
 RP0061  VERT ORDER  -  SECOND    CLASS 0
 RP0061
 RP0061.The horizontal coordinates were scaled from a topographic map and have
 RP0061.an estimated accuracy of +/- 6 seconds.
 RP0061
 RP0061.The orthometric height was determined by differential leveling
 RP0061.and adjusted by the National Geodetic Survey in June 1991..
 RP0061
 RP0061.The geoid height was determined by GEOID03.
 RP0061
 RP0061.The dynamic height is computed by dividing the NAVD 88
 RP0061.geopotential number by the normal gravity value computed on the
 RP0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0061.degrees latitude (g = 980.6199 gals.).
 RP0061
 RP0061.The modeled gravity was interpolated from observed gravity values.
 RP0061
 RP0061;                    North         East    Units  Estimated Accuracy
 RP0061;SPC MN C     -   271,430.      643,350.      MT  (+/- 180 meters Scaled)
 RP0061
 RP0061                          SUPERSEDED SURVEY CONTROL
 RP0061
 RP0061  NGVD 29 (??/??/92)  366.611  (m)         1202.79   (f) ADJ UNCH    2 0
 RP0061
 RP0061.Superseded values are not recommended for survey control.
 RP0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0061.See file dsdata.txt to determine how the superseded data were derived.
 RP0061
 RP0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS076558(NAD 83)
 RP0061_MARKER: Z = SEE DESCRIPTION
 RP0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0061_SP_SET: TILE
 RP0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0061
 RP0061  HISTORY     - Date     Condition        Report By
 RP0061  HISTORY     - UNK      MONUMENTED       MNDT
 RP0061  HISTORY     - 1971     GOOD             MNDT
 RP0061
 RP0061                          STATION DESCRIPTION
 RP0061
 RP0061'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0061'3.6 MI N FROM ROTHSAY.
 RP0061'1 MILE NORTH ALONG COUNTY ROAD 21, FROM THE JUNCTION OF COUNTY ROAD 21
 RP0061'AND COUNTY ROAD 24 IN ROTHSAY, THENCE, 2.6 MILES NORTH ALONG FAI 94,
 RP0061'0.6 MILES NORTH OF COUNTY ROAD 78, 96 FEET EAST OF THE CENTERLINE OF
 RP0061'WESTBOUND FAI 94 AT MILE POINT 35.05 (STATION 2150), 4 FEET WEST OF
 RP0061'THE RIGHT OF WAY FENCE, 2 FEET NORTH OF A STEEL WITNESS POST,
 RP0061'PROJECTING 4 INCHES ABOVE GROUND.  NE 1/4, SEC 12, T135N, R45W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0060 ***********************************************************************
 RP0060  DESIGNATION -  8480 G 3
 RP0060  PID         -  RP0060
 RP0060  STATE/COUNTY-  MN/WILKIN
 RP0060  USGS QUAD   -  LAWNDALE (1981)
 RP0060
 RP0060                         *CURRENT SURVEY CONTROL
 RP0060  ___________________________________________________________________
 RP0060* NAD 83(1986)-  46 31 17.     (N)    096 17 27.     (W)     SCALED    
 RP0060* NAVD 88     -       362.907  (meters)    1190.64   (feet)  ADJUSTED  
 RP0060  ___________________________________________________________________
 RP0060  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 RP0060  DYNAMIC HT  -         362.915 (meters)    1190.66  (feet)  COMP
 RP0060  MODELED GRAV-     980,628.3   (mgal)                       NAVD 88
 RP0060
 RP0060  VERT ORDER  -  SECOND    CLASS 0
 RP0060
 RP0060.The horizontal coordinates were scaled from a topographic map and have
 RP0060.an estimated accuracy of +/- 6 seconds.
 RP0060
 RP0060.The orthometric height was determined by differential leveling
 RP0060.and adjusted by the National Geodetic Survey in June 1991..
 RP0060
 RP0060.The geoid height was determined by GEOID03.
 RP0060
 RP0060.The dynamic height is computed by dividing the NAVD 88
 RP0060.geopotential number by the normal gravity value computed on the
 RP0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0060.degrees latitude (g = 980.6199 gals.).
 RP0060
 RP0060.The modeled gravity was interpolated from observed gravity values.
 RP0060
 RP0060;                    North         East    Units  Estimated Accuracy
 RP0060;SPC MN C     -   271,120.      643,430.      MT  (+/- 180 meters Scaled)
 RP0060
 RP0060                          SUPERSEDED SURVEY CONTROL
 RP0060
 RP0060  NGVD 29 (??/??/92)  362.623  (m)         1189.71   (f) ADJ UNCH    2 0
 RP0060
 RP0060.Superseded values are not recommended for survey control.
 RP0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0060.See file dsdata.txt to determine how the superseded data were derived.
 RP0060
 RP0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS077555(NAD 83)
 RP0060_MARKER: Z = SEE DESCRIPTION
 RP0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0060_SP_SET: TILE
 RP0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0060
 RP0060  HISTORY     - Date     Condition        Report By
 RP0060  HISTORY     - UNK      MONUMENTED       MNDT
 RP0060  HISTORY     - 1971     GOOD             MNDT
 RP0060
 RP0060                          STATION DESCRIPTION
 RP0060
 RP0060'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0060'3.4 MI N FROM ROTHSAY.
 RP0060'1 MILE NORTH ALONG COUNTY ROAD 21, FROM THE JUNCTION OF COUNTY ROAD 21
 RP0060'AND COUNTY ROAD 24 IN ROTHSAY, THENCE, 2.4 MILES NORTH ALONG FAI 94,
 RP0060'0.4 MILES NORTH OF COUNTY ROAD 78, 98 FEET EAST OF THE CENTERLINE OF
 RP0060'WESTBOUND FAI 94, AT MILE POINT 35.2, (STATION 2157) 2 FEET WEST OF
 RP0060'THE RIGHT OF WAY FENCE, 2 FEET NORTH OF A STEEL WITNESS POST,
 RP0060'PROJECTING 4 INCHES ABOVE GROUND.  SE 1/4, SEC 12, T135N, R45W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0059 ***********************************************************************
 RP0059  DESIGNATION -  8480 G 4
 RP0059  PID         -  RP0059
 RP0059  STATE/COUNTY-  MN/WILKIN
 RP0059  USGS QUAD   -  LAWNDALE (1981)
 RP0059
 RP0059                         *CURRENT SURVEY CONTROL
 RP0059  ___________________________________________________________________
 RP0059* NAD 83(1986)-  46 31 07.     (N)    096 17 27.     (W)     SCALED    
 RP0059* NAVD 88     -       361.853  (meters)    1187.18   (feet)  ADJUSTED  
 RP0059  ___________________________________________________________________
 RP0059  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 RP0059  DYNAMIC HT  -         361.862 (meters)    1187.21  (feet)  COMP
 RP0059  MODELED GRAV-     980,627.6   (mgal)                       NAVD 88
 RP0059
 RP0059  VERT ORDER  -  SECOND    CLASS 0
 RP0059
 RP0059.The horizontal coordinates were scaled from a topographic map and have
 RP0059.an estimated accuracy of +/- 6 seconds.
 RP0059
 RP0059.The orthometric height was determined by differential leveling
 RP0059.and adjusted by the National Geodetic Survey in June 1991..
 RP0059
 RP0059.The geoid height was determined by GEOID03.
 RP0059
 RP0059.The dynamic height is computed by dividing the NAVD 88
 RP0059.geopotential number by the normal gravity value computed on the
 RP0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0059.degrees latitude (g = 980.6199 gals.).
 RP0059
 RP0059.The modeled gravity was interpolated from observed gravity values.
 RP0059
 RP0059;                    North         East    Units  Estimated Accuracy
 RP0059;SPC MN C     -   270,810.      643,420.      MT  (+/- 180 meters Scaled)
 RP0059
 RP0059                          SUPERSEDED SURVEY CONTROL
 RP0059
 RP0059  NGVD 29 (??/??/92)  361.567  (m)         1186.24   (f) ADJ UNCH    2 0
 RP0059
 RP0059.Superseded values are not recommended for survey control.
 RP0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0059.See file dsdata.txt to determine how the superseded data were derived.
 RP0059
 RP0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS078552(NAD 83)
 RP0059_MARKER: Z = SEE DESCRIPTION
 RP0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0059_SP_SET: TILE
 RP0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0059
 RP0059  HISTORY     - Date     Condition        Report By
 RP0059  HISTORY     - UNK      MONUMENTED       MNDT
 RP0059  HISTORY     - 1971     GOOD             MNDT
 RP0059
 RP0059                          STATION DESCRIPTION
 RP0059
 RP0059'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0059'3.25 MI N FROM ROTHSAY.
 RP0059'1 MILE NORTH ALONG COUNTY ROAD 21, FROM THE JUNCTION OF COUNTY ROAD 21
 RP0059'AND COUNTY ROAD 24 IN ROTHSAY, THENCE, 2.2 MILES NORTH ALONG FAI 94,
 RP0059'0.2 MILES NORTH OF COUNTY ROAD 78, 75 FEET EAST OF THE CENTERLINE OF
 RP0059'WESTBOUND FAI 94 AT MILE POINT 35.5 (STATION 2174), 25 FEET WEST OF
 RP0059'THE RIGHT OF WAY FENCE, 2 FEET NORTH OF A STEEL WITNESS POST,
 RP0059'PROJECTING 4 INCHES ABOVE GROUND.  SE 1/4, SEC 12, T135N, R45W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0058 ***********************************************************************
 RP0058  DESIGNATION -  8480 G 5
 RP0058  PID         -  RP0058
 RP0058  STATE/COUNTY-  MN/WILKIN
 RP0058  USGS QUAD   -  LAWNDALE (1981)
 RP0058
 RP0058                         *CURRENT SURVEY CONTROL
 RP0058  ___________________________________________________________________
 RP0058* NAD 83(1986)-  46 31 01.     (N)    096 17 33.     (W)     SCALED    
 RP0058* NAVD 88     -       359.953  (meters)    1180.95   (feet)  ADJUSTED  
 RP0058  ___________________________________________________________________
 RP0058  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 RP0058  DYNAMIC HT  -         359.962 (meters)    1180.98  (feet)  COMP
 RP0058  MODELED GRAV-     980,627.7   (mgal)                       NAVD 88
 RP0058
 RP0058  VERT ORDER  -  SECOND    CLASS 0
 RP0058
 RP0058.The horizontal coordinates were scaled from a topographic map and have
 RP0058.an estimated accuracy of +/- 6 seconds.
 RP0058
 RP0058.The orthometric height was determined by differential leveling
 RP0058.and adjusted by the National Geodetic Survey in June 1991..
 RP0058
 RP0058.The geoid height was determined by GEOID03.
 RP0058
 RP0058.The dynamic height is computed by dividing the NAVD 88
 RP0058.geopotential number by the normal gravity value computed on the
 RP0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0058.degrees latitude (g = 980.6199 gals.).
 RP0058
 RP0058.The modeled gravity was interpolated from observed gravity values.
 RP0058
 RP0058;                    North         East    Units  Estimated Accuracy
 RP0058;SPC MN C     -   270,620.      643,290.      MT  (+/- 180 meters Scaled)
 RP0058
 RP0058                          SUPERSEDED SURVEY CONTROL
 RP0058
 RP0058  NGVD 29 (??/??/92)  359.667  (m)         1180.01   (f) ADJ UNCH    2 0
 RP0058
 RP0058.Superseded values are not recommended for survey control.
 RP0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0058.See file dsdata.txt to determine how the superseded data were derived.
 RP0058
 RP0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS076550(NAD 83)
 RP0058_MARKER: Z = SEE DESCRIPTION
 RP0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0058_SP_SET: TILE
 RP0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0058
 RP0058  HISTORY     - Date     Condition        Report By
 RP0058  HISTORY     - UNK      MONUMENTED       MNDT
 RP0058  HISTORY     - 1971     GOOD             MNDT
 RP0058
 RP0058                          STATION DESCRIPTION
 RP0058
 RP0058'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0058'3.1 MI N FROM ROTHSAY.
 RP0058'1 MILE NORTH ALONG COUNTY ROAD 21 FROM THE JUNCTION OF COUNTY ROAD 21
 RP0058'AND COUNTY 24 IN ROTHSAY, THENCE, 2.1 MILES NORTH ALONG FAI 94, 0.1
 RP0058'MILES NORTH OF COUNTY ROAD 78, 98 FEET WEST OF THE CENTERLINE OF
 RP0058'EASTBOUND FAI 94 AT MILE POINT 35.6 (STATION 2130), 60 FEET SOUTHWEST
 RP0058'OF THE WEST END OF A CONCRETE CULVERT UNDER FAI 94, 2 FEET EAST OF THE
 RP0058'RIGHT OF WAY FENCE, 2 FEET NORTH OF A STEEL WITNESS POST, PROJECTING 4
 RP0058'INCHES ABOVE GROUND.  SW 1/4, SEC 12, T135N, R45W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0057 ***********************************************************************
 RP0057  DESIGNATION -  8480 H
 RP0057  PID         -  RP0057
 RP0057  STATE/COUNTY-  MN/WILKIN
 RP0057  USGS QUAD   -  LAWNDALE (1981)
 RP0057
 RP0057                         *CURRENT SURVEY CONTROL
 RP0057  ___________________________________________________________________
 RP0057* NAD 83(1986)-  46 30 51.     (N)    096 17 31.     (W)     SCALED    
 RP0057* NAVD 88     -       369.793  (meters)    1213.23   (feet)  ADJUSTED  
 RP0057  ___________________________________________________________________
 RP0057  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 RP0057  DYNAMIC HT  -         369.801 (meters)    1213.26  (feet)  COMP
 RP0057  MODELED GRAV-     980,626.8   (mgal)                       NAVD 88
 RP0057
 RP0057  VERT ORDER  -  SECOND    CLASS 0
 RP0057
 RP0057.The horizontal coordinates were scaled from a topographic map and have
 RP0057.an estimated accuracy of +/- 6 seconds.
 RP0057
 RP0057.The orthometric height was determined by differential leveling
 RP0057.and adjusted by the National Geodetic Survey in June 1991..
 RP0057
 RP0057.The geoid height was determined by GEOID03.
 RP0057
 RP0057.The dynamic height is computed by dividing the NAVD 88
 RP0057.geopotential number by the normal gravity value computed on the
 RP0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0057.degrees latitude (g = 980.6199 gals.).
 RP0057
 RP0057.The modeled gravity was interpolated from observed gravity values.
 RP0057
 RP0057;                    North         East    Units  Estimated Accuracy
 RP0057;SPC MN C     -   270,310.      643,330.      MT  (+/- 180 meters Scaled)
 RP0057
 RP0057                          SUPERSEDED SURVEY CONTROL
 RP0057
 RP0057  NGVD 29 (??/??/92)  369.506  (m)         1212.29   (f) ADJ UNCH    2 0
 RP0057
 RP0057.Superseded values are not recommended for survey control.
 RP0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0057.See file dsdata.txt to determine how the superseded data were derived.
 RP0057
 RP0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS077547(NAD 83)
 RP0057_MARKER: Z = SEE DESCRIPTION
 RP0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0057_SP_SET: TILE
 RP0057_STAMPING: 8480-H 1968
 RP0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0057
 RP0057  HISTORY     - Date     Condition        Report By
 RP0057  HISTORY     - 1968     MONUMENTED       MNDT
 RP0057  HISTORY     - 1971     GOOD             MNDT
 RP0057
 RP0057                          STATION DESCRIPTION
 RP0057
 RP0057'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0057'3.0 MI N FROM ROTHSAY.
 RP0057'1 MILE NORTH ALONG COUNTY ROAD 21 FROM THE JUNCTION OF COUNTY ROAD 21
 RP0057'AND COUNTY ROAD 24 IN ROTHSAY, THENCE, 2 MILES NORTH ALONG FAI 94, IN
 RP0057'THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NO. 84805, COUNTY ROAD 78
 RP0057'OVER FAI 94 (MILE POINT 35.8).  NE 1/4, SEC 13, T135N, R45W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0056 ***********************************************************************
 RP0056  DESIGNATION -  8480 H 1
 RP0056  PID         -  RP0056
 RP0056  STATE/COUNTY-  MN/WILKIN
 RP0056  USGS QUAD   -  LAWNDALE (1981)
 RP0056
 RP0056                         *CURRENT SURVEY CONTROL
 RP0056  ___________________________________________________________________
 RP0056* NAD 83(1986)-  46 30 47.     (N)    096 17 23.     (W)     SCALED    
 RP0056* NAVD 88     -       365.613  (meters)    1199.52   (feet)  ADJUSTED  
 RP0056  ___________________________________________________________________
 RP0056  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 RP0056  DYNAMIC HT  -         365.621 (meters)    1199.54  (feet)  COMP
 RP0056  MODELED GRAV-     980,625.9   (mgal)                       NAVD 88
 RP0056
 RP0056  VERT ORDER  -  SECOND    CLASS 0
 RP0056
 RP0056.The horizontal coordinates were scaled from a topographic map and have
 RP0056.an estimated accuracy of +/- 6 seconds.
 RP0056
 RP0056.The orthometric height was determined by differential leveling
 RP0056.and adjusted by the National Geodetic Survey in June 1991..
 RP0056
 RP0056.The geoid height was determined by GEOID03.
 RP0056
 RP0056.The dynamic height is computed by dividing the NAVD 88
 RP0056.geopotential number by the normal gravity value computed on the
 RP0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0056.degrees latitude (g = 980.6199 gals.).
 RP0056
 RP0056.The modeled gravity was interpolated from observed gravity values.
 RP0056
 RP0056;                    North         East    Units  Estimated Accuracy
 RP0056;SPC MN C     -   270,190.      643,490.      MT  (+/- 180 meters Scaled)
 RP0056
 RP0056                          SUPERSEDED SURVEY CONTROL
 RP0056
 RP0056  NGVD 29 (??/??/92)  365.326  (m)         1198.57   (f) ADJ UNCH    2 0
 RP0056
 RP0056.Superseded values are not recommended for survey control.
 RP0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0056.See file dsdata.txt to determine how the superseded data were derived.
 RP0056
 RP0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS079546(NAD 83)
 RP0056_MARKER: Z = SEE DESCRIPTION
 RP0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0056_SP_SET: TILE
 RP0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0056
 RP0056  HISTORY     - Date     Condition        Report By
 RP0056  HISTORY     - UNK      MONUMENTED       MNDT
 RP0056  HISTORY     - 1971     GOOD             MNDT
 RP0056
 RP0056                          STATION DESCRIPTION
 RP0056
 RP0056'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0056'2.6 MI N FROM ROTHSAY.
 RP0056'1 MILE NORTH ALONG COUNTY ROAD 21 FROM THE JUNCTION OF COUNTY ROAD 21
 RP0056'AND COUNTY ROAD 24 IN ROTHSAY, THENCE, 1.6 MILES NORTH ALONG FAI 94,
 RP0056'0.6 MILES SOUTH OF COUNTY ROAD 28, 97 FEET WEST OF THE CENTERLINE OF
 RP0056'EASTBOUND FAI 94 AT MILE POINT 36.2 (STATION 2211), 3 FEET EAST OF THE
 RP0056'RIGHT OF WAY FENCE, 2 FEET SOUTH OF A STEEL WITNESS POST, PROJECTING 4
 RP0056'INCHES ABOVE GROUND.  NW 1/4, SEC 13, T135N, R45W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0055 ***********************************************************************
 RP0055  DESIGNATION -  8480 H 2
 RP0055  PID         -  RP0055
 RP0055  STATE/COUNTY-  MN/WILKIN
 RP0055  USGS QUAD   -  LAWNDALE (1981)
 RP0055
 RP0055                         *CURRENT SURVEY CONTROL
 RP0055  ___________________________________________________________________
 RP0055* NAD 83(1986)-  46 30 33.     (N)    096 17 31.     (W)     SCALED    
 RP0055* NAVD 88     -       366.969  (meters)    1203.96   (feet)  ADJUSTED  
 RP0055  ___________________________________________________________________
 RP0055  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 RP0055  DYNAMIC HT  -         366.976 (meters)    1203.99  (feet)  COMP
 RP0055  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 RP0055
 RP0055  VERT ORDER  -  SECOND    CLASS 0
 RP0055
 RP0055.The horizontal coordinates were scaled from a topographic map and have
 RP0055.an estimated accuracy of +/- 6 seconds.
 RP0055
 RP0055.The orthometric height was determined by differential leveling
 RP0055.and adjusted by the National Geodetic Survey in June 1991..
 RP0055
 RP0055.The geoid height was determined by GEOID03.
 RP0055
 RP0055.The dynamic height is computed by dividing the NAVD 88
 RP0055.geopotential number by the normal gravity value computed on the
 RP0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0055.degrees latitude (g = 980.6199 gals.).
 RP0055
 RP0055.The modeled gravity was interpolated from observed gravity values.
 RP0055
 RP0055;                    North         East    Units  Estimated Accuracy
 RP0055;SPC MN C     -   269,760.      643,310.      MT  (+/- 180 meters Scaled)
 RP0055
 RP0055                          SUPERSEDED SURVEY CONTROL
 RP0055
 RP0055  NGVD 29 (??/??/92)  366.682  (m)         1203.02   (f) ADJ UNCH    2 0
 RP0055
 RP0055.Superseded values are not recommended for survey control.
 RP0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0055.See file dsdata.txt to determine how the superseded data were derived.
 RP0055
 RP0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS077541(NAD 83)
 RP0055_MARKER: Z = SEE DESCRIPTION
 RP0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0055_SP_SET: TILE
 RP0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0055
 RP0055  HISTORY     - Date     Condition        Report By
 RP0055  HISTORY     - UNK      MONUMENTED       MNDT
 RP0055  HISTORY     - 1971     GOOD             MNDT
 RP0055
 RP0055                          STATION DESCRIPTION
 RP0055
 RP0055'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0055'2.5 MI N FROM ROTHSAY.
 RP0055'1 MILE NORTH ALONG COUNTY ROAD 21 FROM THE JUNCTION OF COUNTY ROAD 21
 RP0055'AND COUNTY ROAD 24 IN ROTHSAY, THENCE, 1.5 MILES NORTH ALONG FAI 94,
 RP0055'0.5 MILES SOUTH OF COUNTY ROAD 78, 100 FEET SOUTHWEST OF THE WEST END
 RP0055'OF A CONCRETE CULVERT UNDER FAI 94, 97 FEET WEST OF THE CENTERLINE OF
 RP0055'EASTBOUND FAI 94 AT MILE POINT 36.2 (STATION 2216), 3 FEET EAST OF THE
 RP0055'RIGHT OF WAY FENCE, 2 FEET SOUTH OF A STEEL WITNESS POST, PROJECTING 4
 RP0055'INCHES ABOVE GROUND.  SW 1/4, SEC 13, T135N, R45W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0054 ***********************************************************************
 RP0054  DESIGNATION -  8480 H 3
 RP0054  PID         -  RP0054
 RP0054  STATE/COUNTY-  MN/WILKIN
 RP0054  USGS QUAD   -  LAWNDALE (1981)
 RP0054
 RP0054                         *CURRENT SURVEY CONTROL
 RP0054  ___________________________________________________________________
 RP0054* NAD 83(1986)-  46 30 27.     (N)    096 17 31.     (W)     SCALED    
 RP0054* NAVD 88     -       368.052  (meters)    1207.52   (feet)  ADJUSTED  
 RP0054  ___________________________________________________________________
 RP0054  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 RP0054  DYNAMIC HT  -         368.060 (meters)    1207.54  (feet)  COMP
 RP0054  MODELED GRAV-     980,625.3   (mgal)                       NAVD 88
 RP0054
 RP0054  VERT ORDER  -  SECOND    CLASS 0
 RP0054
 RP0054.The horizontal coordinates were scaled from a topographic map and have
 RP0054.an estimated accuracy of +/- 6 seconds.
 RP0054
 RP0054.The orthometric height was determined by differential leveling
 RP0054.and adjusted by the National Geodetic Survey in June 1991..
 RP0054
 RP0054.The geoid height was determined by GEOID03.
 RP0054
 RP0054.The dynamic height is computed by dividing the NAVD 88
 RP0054.geopotential number by the normal gravity value computed on the
 RP0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0054.degrees latitude (g = 980.6199 gals.).
 RP0054
 RP0054.The modeled gravity was interpolated from observed gravity values.
 RP0054
 RP0054;                    North         East    Units  Estimated Accuracy
 RP0054;SPC MN C     -   269,570.      643,310.      MT  (+/- 180 meters Scaled)
 RP0054
 RP0054                          SUPERSEDED SURVEY CONTROL
 RP0054
 RP0054  NGVD 29 (??/??/92)  367.766  (m)         1206.58   (f) ADJ UNCH    2 0
 RP0054
 RP0054.Superseded values are not recommended for survey control.
 RP0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0054.See file dsdata.txt to determine how the superseded data were derived.
 RP0054
 RP0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS077540(NAD 83)
 RP0054_MARKER: Z = SEE DESCRIPTION
 RP0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0054_SP_SET: TILE
 RP0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0054
 RP0054  HISTORY     - Date     Condition        Report By
 RP0054  HISTORY     - UNK      MONUMENTED       MNDT
 RP0054  HISTORY     - 1971     GOOD             MNDT
 RP0054
 RP0054                          STATION DESCRIPTION
 RP0054
 RP0054'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0054'2.4 MI N FROM ROTHSAY.
 RP0054'ABOUT 0.6 MILE SOUTH OF COUNTY ROAD 78, 99 FEET WEST OF FAI 94
 RP0054'EASTBOUND CENTER LINE, STATION 2219, 1 FOOT EAST OF THE WEST R/W
 RP0054'FENCE, 2 FEET SOUTH OF A STEEL WITNESS POST AND PROJECTS ABOUT 4
 RP0054'INCHES ABOVE GROUND.  SW 1/4, SEC 13, T135N, R45W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0053 ***********************************************************************
 RP0053  DESIGNATION -  8480 H 4
 RP0053  PID         -  RP0053
 RP0053  STATE/COUNTY-  MN/WILKIN
 RP0053  USGS QUAD   -  LAWNDALE (1981)
 RP0053
 RP0053                         *CURRENT SURVEY CONTROL
 RP0053  ___________________________________________________________________
 RP0053* NAD 83(1986)-  46 30 24.     (N)    096 17 25.     (W)     SCALED    
 RP0053* NAVD 88     -       369.266  (meters)    1211.50   (feet)  ADJUSTED  
 RP0053  ___________________________________________________________________
 RP0053  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 RP0053  DYNAMIC HT  -         369.274 (meters)    1211.53  (feet)  COMP
 RP0053  MODELED GRAV-     980,624.7   (mgal)                       NAVD 88
 RP0053
 RP0053  VERT ORDER  -  SECOND    CLASS 0
 RP0053
 RP0053.The horizontal coordinates were scaled from a topographic map and have
 RP0053.an estimated accuracy of +/- 6 seconds.
 RP0053
 RP0053.The orthometric height was determined by differential leveling
 RP0053.and adjusted by the National Geodetic Survey in June 1991..
 RP0053
 RP0053.The geoid height was determined by GEOID03.
 RP0053
 RP0053.The dynamic height is computed by dividing the NAVD 88
 RP0053.geopotential number by the normal gravity value computed on the
 RP0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0053.degrees latitude (g = 980.6199 gals.).
 RP0053
 RP0053.The modeled gravity was interpolated from observed gravity values.
 RP0053
 RP0053;                    North         East    Units  Estimated Accuracy
 RP0053;SPC MN C     -   269,480.      643,430.      MT  (+/- 180 meters Scaled)
 RP0053
 RP0053                          SUPERSEDED SURVEY CONTROL
 RP0053
 RP0053  NGVD 29 (??/??/92)  368.980  (m)         1210.56   (f) ADJ UNCH    2 0
 RP0053
 RP0053.Superseded values are not recommended for survey control.
 RP0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0053.See file dsdata.txt to determine how the superseded data were derived.
 RP0053
 RP0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS078539(NAD 83)
 RP0053_MARKER: Z = SEE DESCRIPTION
 RP0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0053_SP_SET: TILE
 RP0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0053
 RP0053  HISTORY     - Date     Condition        Report By
 RP0053  HISTORY     - UNK      MONUMENTED       MNDT
 RP0053  HISTORY     - 1971     GOOD             MNDT
 RP0053
 RP0053                          STATION DESCRIPTION
 RP0053
 RP0053'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0053'2.4 MI N FROM ROTHSAY.
 RP0053'1 MILE NORTH ALONG COUNTY ROAD 21, FROM THE JUNCTION OF COUNTY ROAD 21
 RP0053'AND COUNTY ROAD 24 IN ROTHSAY, THENCE, 1.4 MILES NORTH ALONG FAI 94,
 RP0053'99 FEET WEST OF THE CENTERLINE OF EASTBOUND FAI 94 AT MILE POINT 36.4
 RP0053'(STATION 2221) 1 FOOT EAST OF THE RIGHT OF WAY FENCE, 2 FEET SOUTH OF
 RP0053'A STEEL WITNESS POST, PROJECTING 4 INCHES ABOVE GROUND.  SW 1/4, SEC
 RP0053'13, T135N, R45W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0204 ***********************************************************************
 RP0204  DESIGNATION -  8480 J
 RP0204  PID         -  RP0204
 RP0204  STATE/COUNTY-  MN/WILKIN
 RP0204  USGS QUAD   -  LAWNDALE (1981)
 RP0204
 RP0204                         *CURRENT SURVEY CONTROL
 RP0204  ___________________________________________________________________
 RP0204* NAD 83(1996)-  46 30 01.32045(N)    096 17 25.18471(W)     ADJUSTED  
 RP0204* NAVD 88     -       372.463  (meters)    1221.99   (feet)  ADJUSTED  
 RP0204  ___________________________________________________________________
 RP0204  X           -    -481,915.386 (meters)                     COMP
 RP0204  Y           -  -4,371,900.386 (meters)                     COMP
 RP0204  Z           -   4,603,959.228 (meters)                     COMP
 RP0204  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 RP0204  ELLIP HEIGHT-         345.70  (meters)          (03/16/99) GPS OBS
 RP0204  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 RP0204  DYNAMIC HT  -         372.470 (meters)    1222.01  (feet)  COMP
 RP0204  MODELED GRAV-     980,623.5   (mgal)                       NAVD 88
 RP0204
 RP0204  HORZ ORDER  -  SECOND
 RP0204  VERT ORDER  -  SECOND    CLASS 0
 RP0204  ELLP ORDER  -  FOURTH    CLASS I
 RP0204
 RP0204.The horizontal coordinates were established by GPS observations
 RP0204.and adjusted by the National Geodetic Survey in March 1999..
 RP0204
 RP0204.The orthometric height was determined by differential leveling
 RP0204.and adjusted by the National Geodetic Survey in June 1991..
 RP0204
 RP0204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP0204
 RP0204.The Laplace correction was computed from DEFLEC99 derived deflections.
 RP0204
 RP0204.The ellipsoidal height was determined by GPS observations
 RP0204.and is referenced to NAD 83.
 RP0204
 RP0204.The geoid height was determined by GEOID03.
 RP0204
 RP0204.The dynamic height is computed by dividing the NAVD 88
 RP0204.geopotential number by the normal gravity value computed on the
 RP0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0204.degrees latitude (g = 980.6199 gals.).
 RP0204
 RP0204.The modeled gravity was interpolated from observed gravity values.
 RP0204
 RP0204;                    North         East     Units Scale Factor Converg.
 RP0204;SPC MN C     -   268,777.761   643,408.983   MT  0.99992618   -1 28 33.4
 RP0204;UTM  14      - 5,153,211.656   707,912.800   MT  1.00013138   +1 57 58.5
 RP0204
 RP0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0204!SPC MN C     -   0.99994581  x   0.99992618  =   0.99987200
 RP0204!UTM  14      -   0.99994581  x   1.00013138  =   1.00007718
 RP0204
 RP0204                          SUPERSEDED SURVEY CONTROL
 RP0204
 RP0204  NAD 83(1996)-  46 30 01.31984(N)    096 17 25.18490(W) AD(       ) 2
 RP0204  NAD 83(1986)-  46 30 01.32041(N)    096 17 25.18032(W) AD(       ) 2
 RP0204  NGVD 29 (??/??/92)  372.177  (m)         1221.05   (f) ADJ UNCH    2 0
 RP0204
 RP0204.Superseded values are not recommended for survey control.
 RP0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0204.See file dsdata.txt to determine how the superseded data were derived.
 RP0204
 RP0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0791353212(NAD 83)
 RP0204_MARKER: DD = SURVEY DISK
 RP0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0204_SP_SET: CONCRETE POST
 RP0204_STAMPING: 8480-J 1968
 RP0204_MARK LOGO: MNDT  
 RP0204_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0204+STABILITY: SURFACE MOTION
 RP0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0204+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1989
 RP0204
 RP0204  HISTORY     - Date     Condition        Report By
 RP0204  HISTORY     - 1968     MONUMENTED       MNDT
 RP0204  HISTORY     - 1971     GOOD             MNDT
 RP0204  HISTORY     - 19890922 GOOD             NGS
 RP0204
 RP0204                          STATION DESCRIPTION
 RP0204
 RP0204'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0204'2.0 MI N FROM ROTHSAY.
 RP0204'1 MILE NORTH ALONG COUNTY ROAD 21 FROM THE JUNCTION OF COUNTY ROAD 21
 RP0204'AND COUNTY ROAD 24 IN ROTHSAY, THENCE, 1 MILE NORTH ALONG FAI 94, 1
 RP0204'MILE SOUTH OF COUNTY ROAD 78, 125 FEET SOUTH OF A TOWNSHIP ROAD
 RP0204'(DEAD-END), 60 FEET EAST OF THE CENTERLINE OF WESTBOUND FAI 94 AT MILE
 RP0204'POINT 36.8 (STATION 2243 + 95), 1 FOOT NORTH OF A STEEL WITNESS POST,
 RP0204'PROJECTING 6 INCHES ABOVE GROUND.  NE 1/4, SEC 24, T 135N, R45W.
 RP0204
 RP0204                          STATION RECOVERY (1989)
 RP0204
 RP0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RP0204'THE STATION IS LOCATED ABOUT 20.6 KM (12.80 MI) SOUTHEAST OF
 RP0204'BARNESVILLE, 2.3 KM (1.45 MI) NORTHWEST OF ROTHWAY AT THE NORTHEAST
 RP0204'SIDE OF INTERSTATE HIGHWAY 94 AT A POWERLINE CROSSING AND 0.32 KM
 RP0204'(0.20 MI) NORTHWEST OF MILEPOST 37, IN BETWEEN THE NOUTHBOUND LANES OF
 RP0204'INTERSTATE HIGHWAY 94 AND A RIGHT-OF-WAY FENCE.  OWNERSHIP--STATE OF
 RP0204'MINNESOTA.
 RP0204'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROADS 24, 26 AND 52
 RP0204'(OTTER TRAIL OLD 52) AT THE SOUTH EDGE OF ROTHWAY, GO NORTHWESTERLY
 RP0204'ALONG COUNTY ROAD 52 (CENTER STREET) FOR 1.37 KM (0.85 MI) TO THE
 RP0204'ENTRANCE TO INTERSTATE HIGHWAY 94 WEST.  TURN LEFT AND GO NORTHWEST
 RP0204'ALONG INTERSTATE HIGHWAY 94 FOR 1.96 KM (1.20 MI) TO MILEPOST 37.
 RP0204'CONTINUE AHEAD ON INTERSTATE HIGHWAY 94 FOR 0.32 KM (0.20 MI) TO THE
 RP0204'STATION ON THE RIGHT.
 RP0204'THE STATION MARK IS SET 28.8 M (94.5 FT) SOUTH-SOUTHWEST OF A UTILITY
 RP0204'POLE, 18.5 M (60.7 FT) EAST OF THE WEST BOUND CENTERLINE OF THE
 RP0204'INTERSTATE HIGHWAY, 11.7 M (38.4 FT) WEST OF A RIGHT-OF-WAY FENCE,
 RP0204'0.53 M (1.7 FT) NOTH OF A METAL WITNESS POST AND PROJECTING 3 CM.
 RP0204'DESCRIBED BY R.D.BALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0203 ***********************************************************************
 RP0203  DESIGNATION -  8480 J 1
 RP0203  PID         -  RP0203
 RP0203  STATE/COUNTY-  MN/WILKIN
 RP0203  USGS QUAD   -  ROTHSAY (1981)
 RP0203
 RP0203                         *CURRENT SURVEY CONTROL
 RP0203  ___________________________________________________________________
 RP0203* NAD 83(1986)-  46 29 50.     (N)    096 17 21.     (W)     SCALED    
 RP0203* NAVD 88     -       368.555  (meters)    1209.17   (feet)  ADJUSTED  
 RP0203  ___________________________________________________________________
 RP0203  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 RP0203  DYNAMIC HT  -         368.561 (meters)    1209.19  (feet)  COMP
 RP0203  MODELED GRAV-     980,622.1   (mgal)                       NAVD 88
 RP0203
 RP0203  VERT ORDER  -  SECOND    CLASS 0
 RP0203
 RP0203.The horizontal coordinates were scaled from a topographic map and have
 RP0203.an estimated accuracy of +/- 6 seconds.
 RP0203
 RP0203.The orthometric height was determined by differential leveling
 RP0203.and adjusted by the National Geodetic Survey in June 1991..
 RP0203
 RP0203.The geoid height was determined by GEOID03.
 RP0203
 RP0203.The dynamic height is computed by dividing the NAVD 88
 RP0203.geopotential number by the normal gravity value computed on the
 RP0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0203.degrees latitude (g = 980.6199 gals.).
 RP0203
 RP0203.The modeled gravity was interpolated from observed gravity values.
 RP0203
 RP0203;                    North         East    Units  Estimated Accuracy
 RP0203;SPC MN C     -   268,430.      643,490.      MT  (+/- 180 meters Scaled)
 RP0203
 RP0203                          SUPERSEDED SURVEY CONTROL
 RP0203
 RP0203  NGVD 29 (??/??/92)  368.270  (m)         1208.23   (f) ADJ UNCH    2 0
 RP0203
 RP0203.Superseded values are not recommended for survey control.
 RP0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0203.See file dsdata.txt to determine how the superseded data were derived.
 RP0203
 RP0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS080528(NAD 83)
 RP0203_MARKER: Z = SEE DESCRIPTION
 RP0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0203_SP_SET: TILE
 RP0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0203
 RP0203  HISTORY     - Date     Condition        Report By
 RP0203  HISTORY     - UNK      MONUMENTED       MNDT
 RP0203  HISTORY     - 1971     GOOD             MNDT
 RP0203
 RP0203                          STATION DESCRIPTION
 RP0203
 RP0203'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0203'1.7 MI N FROM ROTHSAY.
 RP0203'1 MILE NORTH ALONG COUNTY ROAD 21 FROM THE JUNCTION OF COUNTY ROAD 21
 RP0203'AND COUNTY ROAD 24 IN ROTHSAY, THENCE, 0.7 MILES WEST AND NORTH ALONG
 RP0203'FAI 94, 100 FEET EAST OF THE CENTERLINE OF WESTBOUND FAI 94 AT MILE
 RP0203'POINT 37.05 (STATION 2255 + 48), 2 FEET SOUTH OF A STEEL WITNESS POST,
 RP0203'PROJECTING 4 INCHES ABOVE GROUND.  NE 1/4, SEC 23, T135N, R 45W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0202 ***********************************************************************
 RP0202  DESIGNATION -  8480 J 2
 RP0202  PID         -  RP0202
 RP0202  STATE/COUNTY-  MN/WILKIN
 RP0202  USGS QUAD   -  ROTHSAY (1981)
 RP0202
 RP0202                         *CURRENT SURVEY CONTROL
 RP0202  ___________________________________________________________________
 RP0202* NAD 83(1986)-  46 29 32.     (N)    096 17 19.     (W)     SCALED    
 RP0202* NAVD 88     -       368.600  (meters)    1209.32   (feet)  ADJUSTED  
 RP0202  ___________________________________________________________________
 RP0202  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 RP0202  DYNAMIC HT  -         368.606 (meters)    1209.33  (feet)  COMP
 RP0202  MODELED GRAV-     980,621.0   (mgal)                       NAVD 88
 RP0202
 RP0202  VERT ORDER  -  SECOND    CLASS 0
 RP0202
 RP0202.The horizontal coordinates were scaled from a topographic map and have
 RP0202.an estimated accuracy of +/- 6 seconds.
 RP0202
 RP0202.The orthometric height was determined by differential leveling
 RP0202.and adjusted by the National Geodetic Survey in June 1991..
 RP0202
 RP0202.The geoid height was determined by GEOID03.
 RP0202
 RP0202.The dynamic height is computed by dividing the NAVD 88
 RP0202.geopotential number by the normal gravity value computed on the
 RP0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0202.degrees latitude (g = 980.6199 gals.).
 RP0202
 RP0202.The modeled gravity was interpolated from observed gravity values.
 RP0202
 RP0202;                    North         East    Units  Estimated Accuracy
 RP0202;SPC MN C     -   267,870.      643,520.      MT  (+/- 180 meters Scaled)
 RP0202
 RP0202                          SUPERSEDED SURVEY CONTROL
 RP0202
 RP0202  NGVD 29 (??/??/92)  368.315  (m)         1208.38   (f) ADJ UNCH    2 0
 RP0202
 RP0202.Superseded values are not recommended for survey control.
 RP0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0202.See file dsdata.txt to determine how the superseded data were derived.
 RP0202
 RP0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS080523(NAD 83)
 RP0202_MARKER: Z = SEE DESCRIPTION
 RP0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0202_SP_SET: TILE
 RP0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0202
 RP0202  HISTORY     - Date     Condition        Report By
 RP0202  HISTORY     - UNK      MONUMENTED       MNDT
 RP0202  HISTORY     - 1971     GOOD             MNDT
 RP0202
 RP0202                          STATION DESCRIPTION
 RP0202
 RP0202'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0202'1.5 MI N FROM ROTHSAY.
 RP0202'1 MILE NORTH ALONG COUNTY ROAD 21 FROM THE JUNCTION OF COUNTY ROAD 21
 RP0202'AND COUNTY ROAD 24 IN ROTHSAY, THENCE, 0.6 MILES WEST AND NORTH ALONG
 RP0202'FAI 94, 75 FEET WEST OF THE CENTERLINE OF EASTBOUND FAI 94 AT MILE
 RP0202'POINT 37.45 (STATION 2272+58) 25 FEET EAST OF THE RIGHT OF WAY FENCE,
 RP0202'2 FEET SOUTH OF A STEEL WITNESS POST, PROJECTING 4 INCHES ABOVE
 RP0202'GROUND.  SW 1/4, SEC 24, T135N, R 45W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0201 ***********************************************************************
 RP0201  DESIGNATION -  8480 J 3
 RP0201  PID         -  RP0201
 RP0201  STATE/COUNTY-  MN/WILKIN
 RP0201  USGS QUAD   -  ROTHSAY (1981)
 RP0201
 RP0201                         *CURRENT SURVEY CONTROL
 RP0201  ___________________________________________________________________
 RP0201* NAD 83(1986)-  46 29 26.     (N)    096 17 17.     (W)     SCALED    
 RP0201* NAVD 88     -       367.548  (meters)    1205.86   (feet)  ADJUSTED  
 RP0201  ___________________________________________________________________
 RP0201  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 RP0201  DYNAMIC HT  -         367.554 (meters)    1205.88  (feet)  COMP
 RP0201  MODELED GRAV-     980,620.6   (mgal)                       NAVD 88
 RP0201
 RP0201  VERT ORDER  -  SECOND    CLASS 0
 RP0201
 RP0201.The horizontal coordinates were scaled from a topographic map and have
 RP0201.an estimated accuracy of +/- 6 seconds.
 RP0201
 RP0201.The orthometric height was determined by differential leveling
 RP0201.and adjusted by the National Geodetic Survey in June 1991..
 RP0201
 RP0201.The geoid height was determined by GEOID03.
 RP0201
 RP0201.The dynamic height is computed by dividing the NAVD 88
 RP0201.geopotential number by the normal gravity value computed on the
 RP0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0201.degrees latitude (g = 980.6199 gals.).
 RP0201
 RP0201.The modeled gravity was interpolated from observed gravity values.
 RP0201
 RP0201;                    North         East    Units  Estimated Accuracy
 RP0201;SPC MN C     -   267,680.      643,560.      MT  (+/- 180 meters Scaled)
 RP0201
 RP0201                          SUPERSEDED SURVEY CONTROL
 RP0201
 RP0201  NGVD 29 (??/??/92)  367.263  (m)         1204.93   (f) ADJ UNCH    2 0
 RP0201
 RP0201.Superseded values are not recommended for survey control.
 RP0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0201.See file dsdata.txt to determine how the superseded data were derived.
 RP0201
 RP0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS081521(NAD 83)
 RP0201_MARKER: Z = SEE DESCRIPTION
 RP0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0201_SP_SET: TILE
 RP0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0201
 RP0201  HISTORY     - Date     Condition        Report By
 RP0201  HISTORY     - UNK      MONUMENTED       MNDT
 RP0201  HISTORY     - 1971     GOOD             MNDT
 RP0201
 RP0201                          STATION DESCRIPTION
 RP0201
 RP0201'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0201'1.35 MI N FROM ROTHSAY.
 RP0201'1 MILE NORTH ALONG COUNTY ROAD 21 FROM THE JUNCTION OF COUNTY ROAD 21
 RP0201'AND COUNTY ROAD 24 IN ROTHSAY, THENCE, 0.45 MILES WEST AND NORTH ALONG
 RP0201'FAI 94, 98 FEET EAST OF THE CENTERLINE OF WESTBOUND FAI 94 AT MILE
 RP0201'POINT 37.5 (STATION 2278 + 88) 2 FEET SOUTH OF A STEEL WITNESS POST,
 RP0201'PROJECTING 4 INCHES ABOVE GROUND.  SE 1/4, SEC 24, T135N, R 45W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0200 ***********************************************************************
 RP0200  DESIGNATION -  8480 J 4
 RP0200  PID         -  RP0200
 RP0200  STATE/COUNTY-  MN/WILKIN
 RP0200  USGS QUAD   -  ROTHSAY (1981)
 RP0200
 RP0200                         *CURRENT SURVEY CONTROL
 RP0200  ___________________________________________________________________
 RP0200* NAD 83(1986)-  46 29 17.     (N)    096 17 11.     (W)     SCALED    
 RP0200* NAVD 88     -       368.430  (meters)    1208.76   (feet)  ADJUSTED  
 RP0200  ___________________________________________________________________
 RP0200  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 RP0200  DYNAMIC HT  -         368.435 (meters)    1208.77  (feet)  COMP
 RP0200  MODELED GRAV-     980,619.8   (mgal)                       NAVD 88
 RP0200
 RP0200  VERT ORDER  -  SECOND    CLASS 0
 RP0200
 RP0200.The horizontal coordinates were scaled from a topographic map and have
 RP0200.an estimated accuracy of +/- 6 seconds.
 RP0200
 RP0200.The orthometric height was determined by differential leveling
 RP0200.and adjusted by the National Geodetic Survey in June 1991..
 RP0200
 RP0200.The geoid height was determined by GEOID03.
 RP0200
 RP0200.The dynamic height is computed by dividing the NAVD 88
 RP0200.geopotential number by the normal gravity value computed on the
 RP0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0200.degrees latitude (g = 980.6199 gals.).
 RP0200
 RP0200.The modeled gravity was interpolated from observed gravity values.
 RP0200
 RP0200;                    North         East    Units  Estimated Accuracy
 RP0200;SPC MN C     -   267,400.      643,680.      MT  (+/- 180 meters Scaled)
 RP0200
 RP0200                          SUPERSEDED SURVEY CONTROL
 RP0200
 RP0200  NGVD 29 (??/??/92)  368.144  (m)         1207.82   (f) ADJ UNCH    2 0
 RP0200
 RP0200.Superseded values are not recommended for survey control.
 RP0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0200.See file dsdata.txt to determine how the superseded data were derived.
 RP0200
 RP0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS082518(NAD 83)
 RP0200_MARKER: Z = SEE DESCRIPTION
 RP0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0200_SP_SET: TILE
 RP0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0200
 RP0200  HISTORY     - Date     Condition        Report By
 RP0200  HISTORY     - UNK      MONUMENTED       MNDT
 RP0200  HISTORY     - 1971     GOOD             MNDT
 RP0200
 RP0200                          STATION DESCRIPTION
 RP0200
 RP0200'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0200'1.2 MI N FROM ROTHSAY.
 RP0200'1 MILE NORTH ALONG COUNTY ROAD 21 FROM THE JUNCTION OF COUNTY ROAD 21
 RP0200'AND COUNTY ROAD 24 IN ROTHSAY, THENCE, 0.3 MILES NORTHWEST ALONG FAI
 RP0200'94, 75 FEET SOUTHWEST OF THE CENTERLINE OF EASTBOUND FAI 94 AT MILE
 RP0200'POINT 37.75 (STATION 2293 + 01) 25 FEET NORTHEAST OF THE RIGHT OF WAY
 RP0200'FENCE, 2 FEET SOUTH OF A STEEL WITNESS POST, PROJECTING 4 INCHES ABOVE
 RP0200'GROUND.  SE 1/4, SEC 24, T135N, R 45W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RP0199 ***********************************************************************
 RP0199  DESIGNATION -  8480 K
 RP0199  PID         -  RP0199
 RP0199  STATE/COUNTY-  MN/OTTER TAIL
 RP0199  USGS QUAD   -  ROTHSAY (1981)
 RP0199
 RP0199                         *CURRENT SURVEY CONTROL
 RP0199  ___________________________________________________________________
 RP0199* NAD 83(1986)-  46 28 55.     (N)    096 16 51.     (W)     SCALED    
 RP0199* NAVD 88     -       374.910  (meters)    1230.02   (feet)  ADJUSTED  
 RP0199  ___________________________________________________________________
 RP0199  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 RP0199  DYNAMIC HT  -         374.915 (meters)    1230.03  (feet)  COMP
 RP0199  MODELED GRAV-     980,617.8   (mgal)                       NAVD 88
 RP0199
 RP0199  VERT ORDER  -  SECOND    CLASS 0
 RP0199
 RP0199.The horizontal coordinates were scaled from a topographic map and have
 RP0199.an estimated accuracy of +/- 6 seconds.
 RP0199
 RP0199.The orthometric height was determined by differential leveling
 RP0199.and adjusted by the National Geodetic Survey in June 1991..
 RP0199
 RP0199.The geoid height was determined by GEOID03.
 RP0199
 RP0199.The dynamic height is computed by dividing the NAVD 88
 RP0199.geopotential number by the normal gravity value computed on the
 RP0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0199.degrees latitude (g = 980.6199 gals.).
 RP0199
 RP0199.The modeled gravity was interpolated from observed gravity values.
 RP0199
 RP0199;                    North         East    Units  Estimated Accuracy
 RP0199;SPC MN C     -   266,710.      644,090.      MT  (+/- 180 meters Scaled)
 RP0199
 RP0199                          SUPERSEDED SURVEY CONTROL
 RP0199
 RP0199  NGVD 29 (??/??/92)  374.623  (m)         1229.08   (f) ADJ UNCH    2 0
 RP0199
 RP0199.Superseded values are not recommended for survey control.
 RP0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0199.See file dsdata.txt to determine how the superseded data were derived.
 RP0199
 RP0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS087511(NAD 83)
 RP0199_MARKER: DD = SURVEY DISK
 RP0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0199_SP_SET: BRIDGE ABUTMENT
 RP0199_STAMPING: 8480-K 1968
 RP0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0199
 RP0199  HISTORY     - Date     Condition        Report By
 RP0199  HISTORY     - 1968     MONUMENTED       MNDT
 RP0199  HISTORY     - 1971     GOOD             MNDT
 RP0199
 RP0199                          STATION DESCRIPTION
 RP0199
 RP0199'DESCRIBED BY MN DEPT OF TRANSP 1971
 RP0199'1 MI N FROM ROTHSAY.
 RP0199'ON THE WILKIN-OTTERTAIL COUNTY LINE, 1 MILE NORTH ALONG COUNTY ROAD 21
 RP0199'FROM THE JUNCTION OF COUNTY ROAD 21 AND COUNTY ROAD 24 IN ROTHSAY, IN
 RP0199'THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NO. 56816, COUNTY ROAD 21
 RP0199'OVER FAI 94.  CORNER OF NW 1/4, SEC 30, T 135N, R 44W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5962 ***********************************************************************
 DF5962  DESIGNATION -  85
 DF5962  PID         -  DF5962
 DF5962  STATE/COUNTY-  MN/PINE
 DF5962  USGS QUAD   -  KERRICK (1981)
 DF5962
 DF5962                         *CURRENT SURVEY CONTROL
 DF5962  ___________________________________________________________________
 DF5962* NAD 83(1996)-  46 22 28.13194(N)    092 32 28.98911(W)     ADJUSTED  
 DF5962* NAVD 88     -       353.2    (meters)    1159.     (feet)  GPS OBS   
 DF5962  ___________________________________________________________________
 DF5962  X           -    -195,477.671 (meters)                     COMP
 DF5962  Y           -  -4,404,171.623 (meters)                     COMP
 DF5962  Z           -   4,594,300.587 (meters)                     COMP
 DF5962  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 DF5962  ELLIP HEIGHT-         325.54  (meters)          (05/27/03) GPS OBS
 DF5962  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DF5962
 DF5962  HORZ ORDER  -  FIRST
 DF5962  ELLP ORDER  -  THIRD     CLASS I
 DF5962
 DF5962.The horizontal coordinates were established by GPS observations
 DF5962.and adjusted by the MN DEPT OF TRANSP in May 2003..
 DF5962
 DF5962.The orthometric height was determined by GPS observations and a
 DF5962.high-resolution geoid model.
 DF5962
 DF5962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5962
 DF5962.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5962
 DF5962.The ellipsoidal height was determined by GPS observations
 DF5962.and is referenced to NAD 83.
 DF5962
 DF5962.The geoid height was determined by GEOID03.
 DF5962
 DF5962;                    North         East     Units Scale Factor Converg.
 DF5962;SPC MN C     -   254,186.133   931,438.738   MT  0.99992226   +1 14 09.6
 DF5962;UTM  15      - 5,135,758.461   535,271.205   MT  0.99961529   +0 19 55.1
 DF5962
 DF5962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5962!SPC MN C     -   0.99994897  x   0.99992226  =   0.99987123
 DF5962!UTM  15      -   0.99994897  x   0.99961529  =   0.99956428
 DF5962
 DF5962                          SUPERSEDED SURVEY CONTROL
 DF5962
 DF5962.No superseded survey control is available for this station.
 DF5962
 DF5962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3527135758(NAD 83)
 DF5962_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5962_STAMPING: NO 85
 DF5962_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5962+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF5962
 DF5962  HISTORY     - Date     Condition        Report By
 DF5962  HISTORY     - 1999     MONUMENTED       MN-115
 DF5962
 DF5962                          STATION DESCRIPTION
 DF5962
 DF5962'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5962'0.7 MI (1.1 KM) NE OF DUQUETTE, 0.45 MI (0.72 KM) NE ON TH 23 FROM JCT
 DF5962'OF CO RD 47 THEN 0.3 MI (0.5 KM) EAST ON ERICKSON RD, 28 FT (8.5 M)
 DF5962'SOUTH OF ERICKSON RD, 5 FT (1.5 M) NORTH OF P-POLE, 2 FT (0.6 M) NORTH
 DF5962'OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PO0363 ***********************************************************************
 PO0363  DESIGNATION -  8504 D
 PO0363  PID         -  PO0363
 PO0363  STATE/COUNTY-  MN/WINONA
 PO0363  USGS QUAD   -  WINONA EAST (1972)
 PO0363
 PO0363                         *CURRENT SURVEY CONTROL
 PO0363  ___________________________________________________________________
 PO0363* NAD 83(1986)-  44 01 28.     (N)    091 35 19.     (W)     SCALED    
 PO0363* NAVD 88     -       202.076  (meters)     662.98   (feet)  ADJUSTED  
 PO0363  ___________________________________________________________________
 PO0363  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 PO0363  DYNAMIC HT  -         202.045 (meters)     662.88  (feet)  COMP
 PO0363  MODELED GRAV-     980,464.8   (mgal)                       NAVD 88
 PO0363
 PO0363  VERT ORDER  -  FIRST     CLASS I
 PO0363
 PO0363.The horizontal coordinates were scaled from a topographic map and have
 PO0363.an estimated accuracy of +/- 6 seconds.
 PO0363
 PO0363.The orthometric height was determined by differential leveling
 PO0363.and adjusted by the National Geodetic Survey in June 1991..
 PO0363
 PO0363.The geoid height was determined by GEOID03.
 PO0363
 PO0363.The dynamic height is computed by dividing the NAVD 88
 PO0363.geopotential number by the normal gravity value computed on the
 PO0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0363.degrees latitude (g = 980.6199 gals.).
 PO0363
 PO0363.The modeled gravity was interpolated from observed gravity values.
 PO0363
 PO0363;                    North         East    Units  Estimated Accuracy
 PO0363;SPC MN S     -   216,680.      993,290.      MT  (+/- 180 meters Scaled)
 PO0363
 PO0363                          SUPERSEDED SURVEY CONTROL
 PO0363
 PO0363  NGVD 29 (??/??/92)  202.086  (m)          663.01   (f) ADJ UNCH    1 1
 PO0363
 PO0363.Superseded values are not recommended for survey control.
 PO0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0363.See file dsdata.txt to determine how the superseded data were derived.
 PO0363
 PO0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ131755(NAD 83)
 PO0363_MARKER: DD = SURVEY DISK
 PO0363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0363_SP_SET: BRIDGE ABUTMENT
 PO0363_STAMPING: 8504 D 1957 663.015
 PO0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0363
 PO0363  HISTORY     - Date     Condition        Report By
 PO0363  HISTORY     - 1957     MONUMENTED       MNHD
 PO0363  HISTORY     - 1970     GOOD             NGS
 PO0363  HISTORY     - 1976     GOOD             MNDT
 PO0363
 PO0363                          STATION DESCRIPTION
 PO0363
 PO0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0363'4 MI SE FROM WINONA.
 PO0363'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 43 FROM THE POST
 PO0363'OFFICE AT WINONA, THENCE 1.75 MILES SOUTHEAST ALONG U.S. HIGHWAYS
 PO0363'14 AND 61, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST
 PO0363'LANES OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF THE
 PO0363'SOUTHEAST CONCRETE ABUTMENT OF THE MORE SOUTHWESTERLY OF TWO
 PO0363'CONCRETE HIGHWAY BRIDGES, 0.6 FOOT SOUTHWEST OF A CONCRETE PILLAR
 PO0363'AT THE SOUTHEAST END OF A METAL GUARD, RAIL, AND ABOUT 1 FOOT
 PO0363'ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 31, T 107N, R 6W.
 PO0363
 PO0363                          STATION RECOVERY (1976)
 PO0363
 PO0363'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 PO0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PO0365 ***********************************************************************
 PO0365  DESIGNATION -  8504 GG
 PO0365  PID         -  PO0365
 PO0365  STATE/COUNTY-  MN/WINONA
 PO0365  USGS QUAD   -  WINONA EAST (1972)
 PO0365
 PO0365                         *CURRENT SURVEY CONTROL
 PO0365  ___________________________________________________________________
 PO0365* NAD 83(1986)-  44 01 40.     (N)    091 37 00.     (W)     SCALED    
 PO0365* NAVD 88     -       204.993  (meters)     672.55   (feet)  ADJUSTED  
 PO0365  ___________________________________________________________________
 PO0365  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 PO0365  DYNAMIC HT  -         204.963 (meters)     672.45  (feet)  COMP
 PO0365  MODELED GRAV-     980,466.8   (mgal)                       NAVD 88
 PO0365
 PO0365  VERT ORDER  -  FIRST     CLASS I
 PO0365
 PO0365.The horizontal coordinates were scaled from a topographic map and have
 PO0365.an estimated accuracy of +/- 6 seconds.
 PO0365
 PO0365.The orthometric height was determined by differential leveling
 PO0365.and adjusted by the National Geodetic Survey in June 1991..
 PO0365
 PO0365.The geoid height was determined by GEOID03.
 PO0365
 PO0365.The dynamic height is computed by dividing the NAVD 88
 PO0365.geopotential number by the normal gravity value computed on the
 PO0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0365.degrees latitude (g = 980.6199 gals.).
 PO0365
 PO0365.The modeled gravity was interpolated from observed gravity values.
 PO0365
 PO0365;                    North         East    Units  Estimated Accuracy
 PO0365;SPC MN S     -   216,980.      991,030.      MT  (+/- 180 meters Scaled)
 PO0365
 PO0365                          SUPERSEDED SURVEY CONTROL
 PO0365
 PO0365  NGVD 29 (??/??/92)  205.004  (m)          672.58   (f) ADJ UNCH    1 1
 PO0365
 PO0365.Superseded values are not recommended for survey control.
 PO0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0365.See file dsdata.txt to determine how the superseded data were derived.
 PO0365
 PO0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ108758(NAD 83)
 PO0365_MARKER: DD = SURVEY DISK
 PO0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PO0365_SP_SET: CONCRETE FOUNDATION
 PO0365_STAMPING: 8504 GG 1970
 PO0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PO0365
 PO0365  HISTORY     - Date     Condition        Report By
 PO0365  HISTORY     - 1970     MONUMENTED       MNHD
 PO0365  HISTORY     - 1970     GOOD             NGS
 PO0365  HISTORY     - 1976     GOOD             MNDT
 PO0365
 PO0365                          STATION DESCRIPTION
 PO0365
 PO0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0365'2.6 MI SW FROM WINONA.
 PO0365'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 43 FROM THE
 PO0365'POST OFFICE AT WINONA, THENCE 0.3 MILE SOUTHEAST ALONG U.S.
 PO0365'HIGHWAYS 14 AND 61, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PO0365'SOUTHWEST LANES OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST
 PO0365'END OF THE SOUTHWEST CONCRETE FOUNDATION FOR A CONCRETE GUARDRAIL
 PO0365'ON THE MORE SOUTHWESTERLY OF TWO CONCRETE HIGHWAY BRIDGES OVER
 PO0365'BURNS VALLEY CREEK, 11.4 FEET SOUTHEAST OF THE SOUTHEAST END
 PO0365'OF THE GUARDRAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 PO0365'HIGHWAY.  SECTION 36, T 107N, R 6W.
 PO0365
 PO0365                          STATION RECOVERY (1976)
 PO0365
 PO0365'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 PO0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0301 ***********************************************************************
 ON0301  DESIGNATION -  8504 K
 ON0301  PID         -  ON0301
 ON0301  STATE/COUNTY-  MN/WINONA
 ON0301  USGS QUAD   -  PICKWICK (1973)
 ON0301
 ON0301                         *CURRENT SURVEY CONTROL
 ON0301  ___________________________________________________________________
 ON0301* NAD 83(1986)-  43 59 46.     (N)    091 27 38.     (W)     SCALED    
 ON0301* NAVD 88     -       199.910  (meters)     655.87   (feet)  ADJUSTED  
 ON0301  ___________________________________________________________________
 ON0301  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 ON0301  DYNAMIC HT  -         199.878 (meters)     655.77  (feet)  COMP
 ON0301  MODELED GRAV-     980,454.4   (mgal)                       NAVD 88
 ON0301
 ON0301  VERT ORDER  -  FIRST     CLASS I
 ON0301
 ON0301.The horizontal coordinates were scaled from a topographic map and have
 ON0301.an estimated accuracy of +/- 6 seconds.
 ON0301
 ON0301.The orthometric height was determined by differential leveling
 ON0301.and adjusted by the National Geodetic Survey in June 1991..
 ON0301
 ON0301.The geoid height was determined by GEOID03.
 ON0301
 ON0301.The dynamic height is computed by dividing the NAVD 88
 ON0301.geopotential number by the normal gravity value computed on the
 ON0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0301.degrees latitude (g = 980.6199 gals.).
 ON0301
 ON0301.The modeled gravity was interpolated from observed gravity values.
 ON0301
 ON0301;                    North         East    Units  Estimated Accuracy
 ON0301;SPC MN S     -   213,840.    1,003,650.      MT  (+/- 180 meters Scaled)
 ON0301
 ON0301                          SUPERSEDED SURVEY CONTROL
 ON0301
 ON0301  NGVD 29 (??/??/92)  199.922  (m)          655.91   (f) ADJ UNCH    1 1
 ON0301
 ON0301.Superseded values are not recommended for survey control.
 ON0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0301.See file dsdata.txt to determine how the superseded data were derived.
 ON0301
 ON0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ234725(NAD 83)
 ON0301_MARKER: DD = SURVEY DISK
 ON0301_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0301_SP_SET: BRIDGE
 ON0301_STAMPING: 8504 K JUNE 1959 655.94
 ON0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0301
 ON0301  HISTORY     - Date     Condition        Report By
 ON0301  HISTORY     - 1959     MONUMENTED       MNHD
 ON0301  HISTORY     - 1970     GOOD             NGS
 ON0301
 ON0301                          STATION DESCRIPTION
 ON0301
 ON0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0301'8.2 MI NW FROM DAKOTA.
 ON0301'ABOUT 8.25 MILES NORTHWEST ALONG U.S. HIGHWAYS 14 AND 61 FROM
 ON0301'THE HIGHWAY UNDERPASS FOR COUNTY ROAD 12 AT DAKOTA, AT THE
 ON0301'MORE SOUTHWESTERLY OF TWO CONCRETE HIGHWAY BRIDGES OVER TROUT
 ON0301'CREEK, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 ON0301'CONCRETE ABUTMENT OF THE BRIDGE, 19.6 FEET SOUTHWEST OF THE
 ON0301'CENTER LINE OF THE SOUTHWEST LANES OF THE HIGHWAY, 140.0 FEET
 ON0301'SOUTHWEST OF BENCH MARK 568.96 (USE), AND ABOUT 1 FOOT ABOVE
 ON0301'THE LEVEL OF THE HIGHWAY.  SECTION 7, T 106 N, R 5 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PO0273 ***********************************************************************
 PO0273  DESIGNATION -  8504 P
 PO0273  PID         -  PO0273
 PO0273  STATE/COUNTY-  MN/WINONA
 PO0273  USGS QUAD   -  TREMPEALEAU (1973)
 PO0273
 PO0273                         *CURRENT SURVEY CONTROL
 PO0273  ___________________________________________________________________
 PO0273* NAD 83(1986)-  44 00 26.     (N)    091 29 45.     (W)     SCALED    
 PO0273* NAVD 88     -       202.610  (meters)     664.73   (feet)  ADJUSTED  
 PO0273  ___________________________________________________________________
 PO0273  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 PO0273  DYNAMIC HT  -         202.578 (meters)     664.62  (feet)  COMP
 PO0273  MODELED GRAV-     980,455.3   (mgal)                       NAVD 88
 PO0273
 PO0273  VERT ORDER  -  FIRST     CLASS I
 PO0273
 PO0273.The horizontal coordinates were scaled from a topographic map and have
 PO0273.an estimated accuracy of +/- 6 seconds.
 PO0273
 PO0273.The orthometric height was determined by differential leveling
 PO0273.and adjusted by the National Geodetic Survey in June 1991..
 PO0273
 PO0273.The geoid height was determined by GEOID03.
 PO0273
 PO0273.The dynamic height is computed by dividing the NAVD 88
 PO0273.geopotential number by the normal gravity value computed on the
 PO0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0273.degrees latitude (g = 980.6199 gals.).
 PO0273
 PO0273.The modeled gravity was interpolated from observed gravity values.
 PO0273
 PO0273;                    North         East    Units  Estimated Accuracy
 PO0273;SPC MN S     -   214,990.    1,000,790.      MT  (+/- 180 meters Scaled)
 PO0273
 PO0273                          SUPERSEDED SURVEY CONTROL
 PO0273
 PO0273  NGVD 29 (??/??/92)  202.622  (m)          664.77   (f) ADJ UNCH    1 1
 PO0273
 PO0273.Superseded values are not recommended for survey control.
 PO0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0273.See file dsdata.txt to determine how the superseded data were derived.
 PO0273
 PO0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ205737(NAD 83)
 PO0273_MARKER: DD = SURVEY DISK
 PO0273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0273_SP_SET: BRIDGE ABUTMENT
 PO0273_STAMPING: NO 8504 P 1929 ADJ 1959 664.87
 PO0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0273
 PO0273  HISTORY     - Date     Condition        Report By
 PO0273  HISTORY     - 1959     MONUMENTED       MNHD
 PO0273  HISTORY     - 1970     GOOD             NGS
 PO0273
 PO0273                          STATION DESCRIPTION
 PO0273
 PO0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0273'9 MI SE FROM WINONA.
 PO0273'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 43 FROM THE POST
 PO0273'OFFICE AT WINONA, THENCE 6.75 MILES SOUTHEAST ALONG U.S. HIGHWAYS
 PO0273'14 AND 61, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 PO0273'CONCRETE ABUTMENT OF THE MORE SOUTHWESTERLY OF TWO CONCRETE
 PO0273'HIGHWAY BRIDGES OVER CEDAR CREEK, 19.3 FEET SOUTHWEST OF THE
 PO0273'CENTER LINE OF THE SOUTHWEST LANES OF THE HIGHWAY, 0.5 FOOT
 PO0273'SOUTHWEST OF A CONCRETE PILLAR AT THE SOUTHEAST END OF A GUARDRAIL
 PO0273'ON THE BRIDGE, 55.3 FEET SOUTHWEST OF BENCH MARK 8504 P (MHD),
 PO0273'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 1,
 PO0273'T 106 N, R 6 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PO0274 ***********************************************************************
 PO0274  DESIGNATION -  8504 Q
 PO0274  PID         -  PO0274
 PO0274  STATE/COUNTY-  MN/WINONA
 PO0274  USGS QUAD   -  TREMPEALEAU (1973)
 PO0274
 PO0274                         *CURRENT SURVEY CONTROL
 PO0274  ___________________________________________________________________
 PO0274* NAD 83(1986)-  44 00 26.     (N)    091 29 46.     (W)     SCALED    
 PO0274* NAVD 88     -       202.149  (meters)     663.22   (feet)  ADJUSTED  
 PO0274  ___________________________________________________________________
 PO0274  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 PO0274  DYNAMIC HT  -         202.117 (meters)     663.11  (feet)  COMP
 PO0274  MODELED GRAV-     980,455.3   (mgal)                       NAVD 88
 PO0274
 PO0274  VERT ORDER  -  FIRST     CLASS I
 PO0274
 PO0274.The horizontal coordinates were scaled from a topographic map and have
 PO0274.an estimated accuracy of +/- 6 seconds.
 PO0274
 PO0274.The orthometric height was determined by differential leveling
 PO0274.and adjusted by the National Geodetic Survey in June 1991..
 PO0274
 PO0274.The geoid height was determined by GEOID03.
 PO0274
 PO0274.The dynamic height is computed by dividing the NAVD 88
 PO0274.geopotential number by the normal gravity value computed on the
 PO0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0274.degrees latitude (g = 980.6199 gals.).
 PO0274
 PO0274.The modeled gravity was interpolated from observed gravity values.
 PO0274
 PO0274;                    North         East    Units  Estimated Accuracy
 PO0274;SPC MN S     -   214,990.    1,000,760.      MT  (+/- 180 meters Scaled)
 PO0274
 PO0274                          SUPERSEDED SURVEY CONTROL
 PO0274
 PO0274  NGVD 29 (??/??/92)  202.161  (m)          663.26   (f) ADJ UNCH    1 1
 PO0274
 PO0274.Superseded values are not recommended for survey control.
 PO0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0274.See file dsdata.txt to determine how the superseded data were derived.
 PO0274
 PO0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ205737(NAD 83)
 PO0274_MARKER: DD = SURVEY DISK
 PO0274_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PO0274_SP_SET: BRIDGE ABUTMENT
 PO0274_STAMPING: 8504 Q JUNE 1959 663.33
 PO0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0274
 PO0274  HISTORY     - Date     Condition        Report By
 PO0274  HISTORY     - 1959     MONUMENTED       MNHD
 PO0274  HISTORY     - 1970     GOOD             NGS
 PO0274
 PO0274                          STATION DESCRIPTION
 PO0274
 PO0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0274'9 MI SE FROM WINONA.
 PO0274'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 43 FROM THE
 PO0274'POST OFFICE AT WINONA, THENCE 6.75 MILES SOUTHEAST ALONG U.S.
 PO0274'HIGHWAYS 14 AND 61, SET IN THE TOP OF THE SOUTHWEST END OF THE
 PO0274'SOUTHEAST CONCRETE ABUTMENT OF THE MORE NORTHEASTERLY OF TWO
 PO0274'CONCRETE HIGHWAY BRIDGES OVER CEDAR CREEK, 19.5 FEET SOUTHWEST
 PO0274'OF THE CENTER LINE OF THE NORTHEAST LANES OF THE HIGHWAY, 55.3
 PO0274'FEET NORTHEAST OF BENCH MARK 8504 P (MHD), AND ABOUT 1 FOOT
 PO0274'ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 1, T 106 N, R 6 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8303 ***********************************************************************
 DF8303  DESIGNATION -  8506 AE
 DF8303  PID         -  DF8303
 DF8303  STATE/COUNTY-  MN/WINONA
 DF8303  USGS QUAD   -  ROLLINGSTONE (1993)
 DF8303
 DF8303                         *CURRENT SURVEY CONTROL
 DF8303  ___________________________________________________________________
 DF8303* NAD 83(1996)-  44 06 09.94765(N)    091 45 17.64730(W)     ADJUSTED  
 DF8303* NAVD 88     -       201.8    (meters)     662.     (feet)  GPS OBS   
 DF8303  ___________________________________________________________________
 DF8303  X           -    -140,492.645 (meters)                     COMP
 DF8303  Y           -  -4,585,508.545 (meters)                     COMP
 DF8303  Z           -   4,416,417.514 (meters)                     COMP
 DF8303  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 DF8303  ELLIP HEIGHT-         171.48  (meters)          (10/06/03) GPS OBS
 DF8303  GEOID HEIGHT-         -30.36  (meters)                     GEOID03
 DF8303
 DF8303  HORZ ORDER  -  FIRST
 DF8303  ELLP ORDER  -  THIRD     CLASS II
 DF8303
 DF8303.The horizontal coordinates were established by GPS observations
 DF8303.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8303
 DF8303.The orthometric height was determined by GPS observations and a
 DF8303.high-resolution geoid model.
 DF8303
 DF8303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8303
 DF8303.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8303
 DF8303.The ellipsoidal height was determined by GPS observations
 DF8303.and is referenced to NAD 83.
 DF8303
 DF8303.The geoid height was determined by GEOID03.
 DF8303
 DF8303;                    North         East     Units Scale Factor Converg.
 DF8303;SPC MN S     -   224,998.140   979,727.384   MT  0.99994611   +1 34 25.1
 DF8303;UTM  15      - 4,884,040.246   599,652.423   MT  0.99972213   +0 51 59.7
 DF8303
 DF8303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8303!SPC MN S     -   0.99997311  x   0.99994611  =   0.99991922
 DF8303!UTM  15      -   0.99997311  x   0.99972213  =   0.99969525
 DF8303
 DF8303                          SUPERSEDED SURVEY CONTROL
 DF8303
 DF8303.No superseded survey control is available for this station.
 DF8303
 DF8303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9965284040(NAD 83)
 DF8303_MARKER: DD = SURVEY DISK
 DF8303_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8303_STAMPING: 8506 AE 1970
 DF8303_MARK LOGO: MNDT  
 DF8303_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF8303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8303+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001
 DF8303
 DF8303  HISTORY     - Date     Condition        Report By
 DF8303  HISTORY     - 1970     MONUMENTED       MNDT
 DF8303  HISTORY     - 20010401 GOOD             MNDT
 DF8303
 DF8303                          STATION DESCRIPTION
 DF8303
 DF8303'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF8303'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 0.5 MI NORTH OF
 DF8303'MINNESOTA CITY, 0.33 MI NORTH OF JCT OF TH 61 AND TH 2 48, 0.6   MI
 DF8303'SOUTH OF TH 61 MP 35, 62 FT EAST OF NB TH 61, AT TH 61 ST A 13+87, 28
 DF8303'FTWEST  OF WEST RAIL OF RR, 19 FT NW OF P-POLE, 1 FT WEST OF WIT POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8379 ***********************************************************************
 DG8379  DESIGNATION -  8508 A
 DG8379  PID         -  DG8379
 DG8379  STATE/COUNTY-  MN/WINONA
 DG8379  USGS QUAD   -  WEAVER (1972)
 DG8379
 DG8379                         *CURRENT SURVEY CONTROL
 DG8379  ___________________________________________________________________
 DG8379* NAD 83(1986)-  44 11 21.     (N)    091 58 58.     (W)     SCALED    
 DG8379* NAVD 88     -       209.050  (meters)     685.86   (feet)  ADJUSTED  
 DG8379  ___________________________________________________________________
 DG8379  GEOID HEIGHT-         -30.08  (meters)                     GEOID03
 DG8379  DYNAMIC HT  -         209.023 (meters)     685.77  (feet)  COMP
 DG8379  MODELED GRAV-     980,484.6   (mgal)                       NAVD 88
 DG8379
 DG8379  VERT ORDER  -  SECOND    CLASS I
 DG8379
 DG8379.The horizontal coordinates were scaled from a topographic map and have
 DG8379.an estimated accuracy of +/- 6 seconds.
 DG8379
 DG8379.The orthometric height was determined by differential leveling
 DG8379.and adjusted by the National Geodetic Survey in February 2005..
 DG8379
 DG8379.The geoid height was determined by GEOID03.
 DG8379
 DG8379.The dynamic height is computed by dividing the NAVD 88
 DG8379.geopotential number by the normal gravity value computed on the
 DG8379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8379.degrees latitude (g = 980.6199 gals.).
 DG8379
 DG8379.The modeled gravity was interpolated from observed gravity values.
 DG8379
 DG8379;                    North         East    Units  Estimated Accuracy
 DG8379;SPC MN S     -   234,120.      961,250.      MT  (+/- 180 meters Scaled)
 DG8379
 DG8379                          SUPERSEDED SURVEY CONTROL
 DG8379
 DG8379.No superseded survey control is available for this station.
 DG8379
 DG8379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ812933(NAD 83)
 DG8379_MARKER: DD = SURVEY DISK
 DG8379_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8379_STAMPING: 8508 A 1999
 DG8379_MARK LOGO: MNDT  
 DG8379_PROJECTION: RECESSED 5 CENTIMETERS
 DG8379_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8379+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8379_ROD/PIPE-DEPTH:  7.6 meters
 DG8379
 DG8379  HISTORY     - Date     Condition        Report By
 DG8379  HISTORY     - 1999     MONUMENTED       MNDT
 DG8379
 DG8379                          STATION DESCRIPTION
 DG8379
 DG8379'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8379'THE MARK IS 3.75 MI (6.03 KM) SW OF WEAVER, 3.45 MI (5.55 KM) SW ALONG
 DG8379'TH 74 FROM JCT OF TH 74 AND CO RD 26 IN WEAVER, AT TH 74 MP 51.38,
 DG8379'64.6 FT (19.7 M) EAST OF TH 74, 1.7 FT (0.5 M) SE OF WIT POST,
 DG8379'RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8381 ***********************************************************************
 DG8381  DESIGNATION -  8508 B
 DG8381  PID         -  DG8381
 DG8381  STATE/COUNTY-  MN/WINONA
 DG8381  USGS QUAD   -  BEAVER (1977)
 DG8381
 DG8381                         *CURRENT SURVEY CONTROL
 DG8381  ___________________________________________________________________
 DG8381* NAD 83(1986)-  44 10 15.     (N)    092 00 05.     (W)     SCALED    
 DG8381* NAVD 88     -       211.017  (meters)     692.31   (feet)  ADJUSTED  
 DG8381  ___________________________________________________________________
 DG8381  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 DG8381  DYNAMIC HT  -         210.988 (meters)     692.22  (feet)  COMP
 DG8381  MODELED GRAV-     980,479.6   (mgal)                       NAVD 88
 DG8381
 DG8381  VERT ORDER  -  SECOND    CLASS I
 DG8381
 DG8381.The horizontal coordinates were scaled from a topographic map and have
 DG8381.an estimated accuracy of +/- 6 seconds.
 DG8381
 DG8381.The orthometric height was determined by differential leveling
 DG8381.and adjusted by the National Geodetic Survey in February 2005..
 DG8381
 DG8381.The geoid height was determined by GEOID03.
 DG8381
 DG8381.The dynamic height is computed by dividing the NAVD 88
 DG8381.geopotential number by the normal gravity value computed on the
 DG8381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8381.degrees latitude (g = 980.6199 gals.).
 DG8381
 DG8381.The modeled gravity was interpolated from observed gravity values.
 DG8381
 DG8381;                    North         East    Units  Estimated Accuracy
 DG8381;SPC MN S     -   232,050.      959,820.      MT  (+/- 180 meters Scaled)
 DG8381
 DG8381                          SUPERSEDED SURVEY CONTROL
 DG8381
 DG8381.No superseded survey control is available for this station.
 DG8381
 DG8381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ798913(NAD 83)
 DG8381_MARKER: DD = SURVEY DISK
 DG8381_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8381_STAMPING: 8508 B 1999
 DG8381_MARK LOGO: MNDT  
 DG8381_PROJECTION: RECESSED 8 CENTIMETERS
 DG8381_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8381+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8381_ROD/PIPE-DEPTH: 13.7 meters
 DG8381
 DG8381  HISTORY     - Date     Condition        Report By
 DG8381  HISTORY     - 1999     MONUMENTED       MNDT
 DG8381
 DG8381                          STATION DESCRIPTION
 DG8381
 DG8381'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8381'THE MARK IS 5.50 MI (8.85 KM) NORTH OF ELBA, 1.5 MI (2.4 KM) NORTH
 DG8381'ALONG TH 74 FROM JCT OF TH 74 AND CO RD 30 (4 MI NORTH OF ELBA) , AT
 DG8381'TH 74 MP 49.75, 95.4 FT (29.1 M) WEST OF TH 74, 26.8 FT (8.2 M) SW OF
 DG8381'SOUTH LEG OF CANADA GOOSE SIGN, 13.8 FT (4.2 M) EAST OF MANHOLE DROP
 DG8381'INLET, 2.0 FT (0.6 M) NORTH OF WIT POST, MAGNETIC, RECESSED 3 INCHES,
 DG8381'AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8382 ***********************************************************************
 DG8382  DESIGNATION -  8508 C
 DG8382  PID         -  DG8382
 DG8382  STATE/COUNTY-  MN/WINONA
 DG8382  USGS QUAD   -  BEAVER (1977)
 DG8382
 DG8382                         *CURRENT SURVEY CONTROL
 DG8382  ___________________________________________________________________
 DG8382* NAD 83(1986)-  44 09 39.     (N)    092 00 11.     (W)     SCALED    
 DG8382* NAVD 88     -       211.319  (meters)     693.30   (feet)  ADJUSTED  
 DG8382  ___________________________________________________________________
 DG8382  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 DG8382  DYNAMIC HT  -         211.290 (meters)     693.21  (feet)  COMP
 DG8382  MODELED GRAV-     980,477.8   (mgal)                       NAVD 88
 DG8382
 DG8382  VERT ORDER  -  SECOND    CLASS I
 DG8382
 DG8382.The horizontal coordinates were scaled from a topographic map and have
 DG8382.an estimated accuracy of +/- 6 seconds.
 DG8382
 DG8382.The orthometric height was determined by differential leveling
 DG8382.and adjusted by the National Geodetic Survey in February 2005..
 DG8382
 DG8382.The geoid height was determined by GEOID03.
 DG8382
 DG8382.The dynamic height is computed by dividing the NAVD 88
 DG8382.geopotential number by the normal gravity value computed on the
 DG8382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8382.degrees latitude (g = 980.6199 gals.).
 DG8382
 DG8382.The modeled gravity was interpolated from observed gravity values.
 DG8382
 DG8382;                    North         East    Units  Estimated Accuracy
 DG8382;SPC MN S     -   230,930.      959,710.      MT  (+/- 180 meters Scaled)
 DG8382
 DG8382                          SUPERSEDED SURVEY CONTROL
 DG8382
 DG8382.No superseded survey control is available for this station.
 DG8382
 DG8382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ797902(NAD 83)
 DG8382_MARKER: DD = SURVEY DISK
 DG8382_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8382_STAMPING: 8508 C 1999
 DG8382_MARK LOGO: MNDT  
 DG8382_PROJECTION: RECESSED 3 CENTIMETERS
 DG8382_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8382+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8382_ROD/PIPE-DEPTH: 16.5 meters
 DG8382
 DG8382  HISTORY     - Date     Condition        Report By
 DG8382  HISTORY     - 1999     MONUMENTED       MNDT
 DG8382
 DG8382                          STATION DESCRIPTION
 DG8382
 DG8382'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8382'THE MARK IS 4.75 MI (7.64 KM) NORTH OF ELBA, 0.75 MI (1.21 KM) NORTH
 DG8382'ALONG TH 74 FROM JCT OF TH 74 AND CO RD 30 (4 MI NORTH OF ELBA,) AT TH
 DG8382'MP 49.0, 62.1 FT (18.9 M) EAST OF TH 74, 39.4 FT (12.0 M) EAST OF
 DG8382'MILEPOST 49, 34 FT (10.4 M) SE OF NO MOTOR VEHICLES SIGN, 3.6 FT (1.1
 DG8382'M) NORTH OF WIT POST, MAGNETIC, RECESSED 1 INCH, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8384 ***********************************************************************
 DG8384  DESIGNATION -  8508 D
 DG8384  PID         -  DG8384
 DG8384  STATE/COUNTY-  MN/WINONA
 DG8384  USGS QUAD   -  BEAVER (1977)
 DG8384
 DG8384                         *CURRENT SURVEY CONTROL
 DG8384  ___________________________________________________________________
 DG8384* NAD 83(1986)-  44 08 24.     (N)    092 00 01.     (W)     SCALED    
 DG8384* NAVD 88     -       216.325  (meters)     709.73   (feet)  ADJUSTED  
 DG8384  ___________________________________________________________________
 DG8384  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 DG8384  DYNAMIC HT  -         216.295 (meters)     709.63  (feet)  COMP
 DG8384  MODELED GRAV-     980,474.5   (mgal)                       NAVD 88
 DG8384
 DG8384  VERT ORDER  -  SECOND    CLASS I
 DG8384
 DG8384.The horizontal coordinates were scaled from a topographic map and have
 DG8384.an estimated accuracy of +/- 6 seconds.
 DG8384
 DG8384.The orthometric height was determined by differential leveling
 DG8384.and adjusted by the National Geodetic Survey in February 2005..
 DG8384
 DG8384.The geoid height was determined by GEOID03.
 DG8384
 DG8384.The dynamic height is computed by dividing the NAVD 88
 DG8384.geopotential number by the normal gravity value computed on the
 DG8384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8384.degrees latitude (g = 980.6199 gals.).
 DG8384
 DG8384.The modeled gravity was interpolated from observed gravity values.
 DG8384
 DG8384;                    North         East    Units  Estimated Accuracy
 DG8384;SPC MN S     -   228,620.      959,990.      MT  (+/- 180 meters Scaled)
 DG8384
 DG8384                          SUPERSEDED SURVEY CONTROL
 DG8384
 DG8384.No superseded survey control is available for this station.
 DG8384
 DG8384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ799879(NAD 83)
 DG8384_MARKER: DD = SURVEY DISK
 DG8384_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8384_STAMPING: 8508 D 1999
 DG8384_MARK LOGO: MNDT  
 DG8384_PROJECTION: RECESSED 8 CENTIMETERS
 DG8384_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8384+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8384_ROD/PIPE-DEPTH:  9.1 meters
 DG8384
 DG8384  HISTORY     - Date     Condition        Report By
 DG8384  HISTORY     - 1999     MONUMENTED       MNDT
 DG8384
 DG8384                          STATION DESCRIPTION
 DG8384
 DG8384'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8384'THE MARK IS 3.8 MI (6.1 KM) NE OF ELBA, 3.8 MI (6.1 KM) NE ALONG TH 74
 DG8384'FROM JCT OF TH 74 AND CO RD 26 IN ELBA, AT TH 74 MP 47.35, 45.3 FT
 DG8384'(13.8 M) WEST OF TH 74, 31 FT (9.4 M) NW OF 40 INCH ELM, 1.9 FT (0.6
 DG8384'M) NORTH OF WIT POST, MAGNETIC, RECESSED 3 INCHES, AND SUITABLE FOR
 DG8384'GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8304 ***********************************************************************
 DF8304  DESIGNATION -  8508 E
 DF8304  PID         -  DF8304
 DF8304  STATE/COUNTY-  MN/WINONA
 DF8304  USGS QUAD   -  BEAVER (1977)
 DF8304
 DF8304                         *CURRENT SURVEY CONTROL
 DF8304  ___________________________________________________________________
 DF8304* NAD 83(1996)-  44 07 52.91306(N)    092 00 27.33245(W)     ADJUSTED  
 DF8304* NAVD 88     -       217.187  (meters)     712.55   (feet)  ADJUSTED  
 DF8304  ___________________________________________________________________
 DF8304  X           -    -160,637.472 (meters)                     COMP
 DF8304  Y           -  -4,582,644.588 (meters)                     COMP
 DF8304  Z           -   4,418,710.092 (meters)                     COMP
 DF8304  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 DF8304  ELLIP HEIGHT-         187.19  (meters)          (10/06/03) GPS OBS
 DF8304  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DF8304  DYNAMIC HT  -         217.157 (meters)     712.46  (feet)  COMP
 DF8304  MODELED GRAV-     980,472.2   (mgal)                       NAVD 88
 DF8304
 DF8304  HORZ ORDER  -  FIRST
 DF8304  VERT ORDER  -  SECOND    CLASS I
 DF8304  ELLP ORDER  -  THIRD     CLASS II
 DF8304
 DF8304.The horizontal coordinates were established by GPS observations
 DF8304.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8304
 DF8304.The orthometric height was determined by differential leveling
 DF8304.and adjusted by the National Geodetic Survey in February 2005..
 DF8304
 DF8304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8304
 DF8304.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8304
 DF8304.The ellipsoidal height was determined by GPS observations
 DF8304.and is referenced to NAD 83.
 DF8304
 DF8304.The geoid height was determined by GEOID03.
 DF8304
 DF8304.The dynamic height is computed by dividing the NAVD 88
 DF8304.geopotential number by the normal gravity value computed on the
 DF8304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8304.degrees latitude (g = 980.6199 gals.).
 DF8304
 DF8304.The modeled gravity was interpolated from observed gravity values.
 DF8304
 DF8304;                    North         East     Units Scale Factor Converg.
 DF8304;SPC MN S     -   227,650.732   959,425.513   MT  0.99994279   +1 23 47.5
 DF8304;UTM  15      - 4,886,942.168   579,389.766   MT  0.99967751   +0 41 27.8
 DF8304
 DF8304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8304!SPC MN S     -   0.99997065  x   0.99994279  =   0.99991344
 DF8304!UTM  15      -   0.99997065  x   0.99967751  =   0.99964817
 DF8304
 DF8304                          SUPERSEDED SURVEY CONTROL
 DF8304
 DF8304.No superseded survey control is available for this station.
 DF8304
 DF8304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7939086942(NAD 83)
 DF8304_MARKER: DD = SURVEY DISK
 DF8304_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8304_STAMPING: 8508 E 1999
 DF8304_MARK LOGO: MNDT  
 DF8304_PROJECTION: RECESSED 5 CENTIMETERS
 DF8304_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8304+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2001
 DF8304_ROD/PIPE-DEPTH: 24.4 meters
 DF8304
 DF8304  HISTORY     - Date     Condition        Report By
 DF8304  HISTORY     - 1999     MONUMENTED       USGS
 DF8304  HISTORY     - 2001     GOOD             MNDT
 DF8304  HISTORY     - 20010625 GOOD             MNDT
 DF8304
 DF8304                          STATION DESCRIPTION
 DF8304
 DF8304'DESCRIBED BY MN DEPT OF TRANSP 2001
 DF8304'2.5 MI (4.0 KM) NORTH OF ELBA, 3.1 MI (5.0 KM) NORTH ALONG TH 74 FROM
 DF8304'JCT OF CO RD 26 IN ELBA, 19.5 FT (5.9 M) WEST OF TH 74, 296 FT (90.2
 DF8304'M) SOUTH ALONG TH 74 OF FROM TWP RD WEST, 1.6 FT (0.5 M) EAST OF WIT
 DF8304'POST.
 DF8304
 DF8304                          STATION RECOVERY (2001)
 DF8304
 DF8304'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DF8304'THE MARK IS 3.1 MI (5.0 KM) NORTH OF ELBA, 3.1 MI (5.0 KM) NORTH ALONG
 DF8304'TH 74 FROM JCT OF TH 74 AND CO RD 26 IN ELBA, AT TH 74 MP 46.65, 20.2
 DF8304'FT (6.2 M) WEST OF TH 74, 1.6 FT (0.5 M) EAST OF WIT POST, RECESSED 2
 DF8304'INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8386 ***********************************************************************
 DG8386  DESIGNATION -  8508 F
 DG8386  PID         -  DG8386
 DG8386  STATE/COUNTY-  MN/WINONA
 DG8386  USGS QUAD   -  ALTURA (1972)
 DG8386
 DG8386                         *CURRENT SURVEY CONTROL
 DG8386  ___________________________________________________________________
 DG8386* NAD 83(1986)-  44 06 39.     (N)    091 59 59.     (W)     SCALED    
 DG8386* NAVD 88     -       221.552  (meters)     726.88   (feet)  ADJUSTED  
 DG8386  ___________________________________________________________________
 DG8386  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 DG8386  DYNAMIC HT  -         221.520 (meters)     726.77  (feet)  COMP
 DG8386  MODELED GRAV-     980,469.9   (mgal)                       NAVD 88
 DG8386
 DG8386  VERT ORDER  -  SECOND    CLASS I
 DG8386
 DG8386.The horizontal coordinates were scaled from a topographic map and have
 DG8386.an estimated accuracy of +/- 6 seconds.
 DG8386
 DG8386.The orthometric height was determined by differential leveling
 DG8386.and adjusted by the National Geodetic Survey in February 2005..
 DG8386
 DG8386.The geoid height was determined by GEOID03.
 DG8386
 DG8386.The dynamic height is computed by dividing the NAVD 88
 DG8386.geopotential number by the normal gravity value computed on the
 DG8386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8386.degrees latitude (g = 980.6199 gals.).
 DG8386
 DG8386.The modeled gravity was interpolated from observed gravity values.
 DG8386
 DG8386;                    North         East    Units  Estimated Accuracy
 DG8386;SPC MN S     -   225,390.      960,110.      MT  (+/- 180 meters Scaled)
 DG8386
 DG8386                          SUPERSEDED SURVEY CONTROL
 DG8386
 DG8386.No superseded survey control is available for this station.
 DG8386
 DG8386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ800846(NAD 83)
 DG8386_MARKER: DD = SURVEY DISK
 DG8386_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8386_STAMPING: 8508 F 1999
 DG8386_MARK LOGO: MNDT  
 DG8386_PROJECTION: RECESSED 8 CENTIMETERS
 DG8386_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8386+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8386_ROD/PIPE-DEPTH: 21.3 meters
 DG8386
 DG8386  HISTORY     - Date     Condition        Report By
 DG8386  HISTORY     - 1999     MONUMENTED       MNDT
 DG8386
 DG8386                          STATION DESCRIPTION
 DG8386
 DG8386'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8386'THE MARK IS 1.6 MI (2.6 KM) NE OF ELBA, 1.6 MI (2.6 KM) NE ALONG TH 74
 DG8386'FROM JCT OF TH 74 AND CO RD 26 IN ELBA, AT TH 74 MP 45.05, 51.3 FT
 DG8386'(15.6 M) EAST OF TH 74, 70.9 FT (21.6 M) NW OF SOUTH GATE POST, 72.5
 DG8386'FT (22.1 M) NW OF NO MOTOR VEHICLES SIGN, 2.9 FT (0.9 M) WEST OF WIT
 DG8386'POST, MAGNETIC, RECESSED 3 INCHES, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8387 ***********************************************************************
 DG8387  DESIGNATION -  8508 G
 DG8387  PID         -  DG8387
 DG8387  STATE/COUNTY-  MN/WINONA
 DG8387  USGS QUAD   -  ELBA (1977)
 DG8387
 DG8387                         *CURRENT SURVEY CONTROL
 DG8387  ___________________________________________________________________
 DG8387* NAD 83(1986)-  44 06 00.     (N)    092 00 33.     (W)     SCALED    
 DG8387* NAVD 88     -       228.969  (meters)     751.21   (feet)  ADJUSTED  
 DG8387  ___________________________________________________________________
 DG8387  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 DG8387  DYNAMIC HT  -         228.935 (meters)     751.10  (feet)  COMP
 DG8387  MODELED GRAV-     980,467.1   (mgal)                       NAVD 88
 DG8387
 DG8387  VERT ORDER  -  SECOND    CLASS I
 DG8387
 DG8387.The horizontal coordinates were scaled from a topographic map and have
 DG8387.an estimated accuracy of +/- 6 seconds.
 DG8387
 DG8387.The orthometric height was determined by differential leveling
 DG8387.and adjusted by the National Geodetic Survey in February 2005..
 DG8387
 DG8387.The geoid height was determined by GEOID03.
 DG8387
 DG8387.The dynamic height is computed by dividing the NAVD 88
 DG8387.geopotential number by the normal gravity value computed on the
 DG8387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8387.degrees latitude (g = 980.6199 gals.).
 DG8387
 DG8387.The modeled gravity was interpolated from observed gravity values.
 DG8387
 DG8387;                    North         East    Units  Estimated Accuracy
 DG8387;SPC MN S     -   224,160.      959,380.      MT  (+/- 180 meters Scaled)
 DG8387
 DG8387                          SUPERSEDED SURVEY CONTROL
 DG8387
 DG8387.No superseded survey control is available for this station.
 DG8387
 DG8387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ793834(NAD 83)
 DG8387_MARKER: DD = SURVEY DISK
 DG8387_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8387_STAMPING: 8508 G 1999
 DG8387_MARK LOGO: MNDT  
 DG8387_PROJECTION: RECESSED 3 CENTIMETERS
 DG8387_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8387+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8387_ROD/PIPE-DEPTH: 21.3 meters
 DG8387
 DG8387  HISTORY     - Date     Condition        Report By
 DG8387  HISTORY     - 1999     MONUMENTED       MNDT
 DG8387
 DG8387                          STATION DESCRIPTION
 DG8387
 DG8387'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8387'THE MARK IS 0.7 MI (1.1 KM) NE OF ELBA, 0.7 MI (1.1 KM) NE ALONG TH 74
 DG8387'FROM JCT OF TH 74 AND CO RD 26 IN ELBA, AT TH 74 MP 44.2, 36.4 FT
 DG8387'(11.1 M) EAST OF TH 74, 70.3 FT (21.4 M) SE OF STATE WILDLIFE
 DG8387'MANAGEMENT AREA SIGN, 2.4 FT (0.7 M) NW OF WEST LEG OF WHITEWATER
 DG8387'WILDLIFE AREA SIGN, 2.4 FT (0.7 M) NE OF WIT POST, RECESSED 1 INCH,
 DG8387'MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8389 ***********************************************************************
 DG8389  DESIGNATION -  8508 H
 DG8389  PID         -  DG8389
 DG8389  STATE/COUNTY-  MN/WINONA
 DG8389  USGS QUAD   -  ELBA (1977)
 DG8389
 DG8389                         *CURRENT SURVEY CONTROL
 DG8389  ___________________________________________________________________
 DG8389* NAD 83(1986)-  44 05 07.     (N)    092 01 18.     (W)     SCALED    
 DG8389* NAVD 88     -       229.952  (meters)     754.43   (feet)  ADJUSTED  
 DG8389  ___________________________________________________________________
 DG8389  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 DG8389  DYNAMIC HT  -         229.917 (meters)     754.32  (feet)  COMP
 DG8389  MODELED GRAV-     980,462.1   (mgal)                       NAVD 88
 DG8389
 DG8389  VERT ORDER  -  SECOND    CLASS I
 DG8389
 DG8389.The horizontal coordinates were scaled from a topographic map and have
 DG8389.an estimated accuracy of +/- 6 seconds.
 DG8389
 DG8389.The orthometric height was determined by differential leveling
 DG8389.and adjusted by the National Geodetic Survey in February 2005..
 DG8389
 DG8389.The geoid height was determined by GEOID03.
 DG8389
 DG8389.The dynamic height is computed by dividing the NAVD 88
 DG8389.geopotential number by the normal gravity value computed on the
 DG8389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8389.degrees latitude (g = 980.6199 gals.).
 DG8389
 DG8389.The modeled gravity was interpolated from observed gravity values.
 DG8389
 DG8389;                    North         East    Units  Estimated Accuracy
 DG8389;SPC MN S     -   222,500.      958,420.      MT  (+/- 180 meters Scaled)
 DG8389
 DG8389                          SUPERSEDED SURVEY CONTROL
 DG8389
 DG8389.No superseded survey control is available for this station.
 DG8389
 DG8389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ783818(NAD 83)
 DG8389_MARKER: DD = SURVEY DISK
 DG8389_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG8389_SP_SET: BRIDGE RAIL
 DG8389_STAMPING: 8508 H 1999
 DG8389_MARK LOGO: MNDT  
 DG8389_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG8389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8389+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2001
 DG8389
 DG8389  HISTORY     - Date     Condition        Report By
 DG8389  HISTORY     - 1995     MONUMENTED       MNDT
 DG8389  HISTORY     - 20010625 GOOD             MNDT
 DG8389
 DG8389                          STATION DESCRIPTION
 DG8389
 DG8389'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG8389'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.55 MI (0.89
 DG8389'KM) SOUTH OF ELBA, IN BRIDGE RAIL AT NE COR OF TH 74 BRIDGE NO 85021
 DG8389'OVER NORTH FORK OF WHITEWATER RIVER, 0.55 MI (0.89 KM) SOUTH ALONG TH
 DG8389'74 FROM JCT OF TH 74 AND CO RD 26 IN ELBA, TO TH 74 MP 43.0, 21.6 FT
 DG8389'(6.6 M) EAST OF TH 74, 7.6 FT (2.3 M) SOUTH OF NORTH END OF BRIDGE
 DG8389'RAIL, 30.5 FT (9.3 M) SOUTH OF MILEPOST 43, MAGNETIC, FLUSH AND
 DG8389'SUITABLE FOR GPS.  DISK SET IN BRIDGE WHEN BUILT IN 1995 THEN STAMPED
 DG8389'IN 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8390 ***********************************************************************
 DG8390  DESIGNATION -  8508 J
 DG8390  PID         -  DG8390
 DG8390  STATE/COUNTY-  MN/WINONA
 DG8390  USGS QUAD   -  ELBA (1977)
 DG8390
 DG8390                         *CURRENT SURVEY CONTROL
 DG8390  ___________________________________________________________________
 DG8390* NAD 83(1986)-  44 04 49.     (N)    092 01 39.     (W)     SCALED    
 DG8390* NAVD 88     -       233.132  (meters)     764.87   (feet)  ADJUSTED  
 DG8390  ___________________________________________________________________
 DG8390  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 DG8390  DYNAMIC HT  -         233.096 (meters)     764.75  (feet)  COMP
 DG8390  MODELED GRAV-     980,459.8   (mgal)                       NAVD 88
 DG8390
 DG8390  VERT ORDER  -  SECOND    CLASS I
 DG8390
 DG8390.The horizontal coordinates were scaled from a topographic map and have
 DG8390.an estimated accuracy of +/- 6 seconds.
 DG8390
 DG8390.The orthometric height was determined by differential leveling
 DG8390.and adjusted by the National Geodetic Survey in February 2005..
 DG8390
 DG8390.The geoid height was determined by GEOID03.
 DG8390
 DG8390.The dynamic height is computed by dividing the NAVD 88
 DG8390.geopotential number by the normal gravity value computed on the
 DG8390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8390.degrees latitude (g = 980.6199 gals.).
 DG8390
 DG8390.The modeled gravity was interpolated from observed gravity values.
 DG8390
 DG8390;                    North         East    Units  Estimated Accuracy
 DG8390;SPC MN S     -   221,940.      957,970.      MT  (+/- 180 meters Scaled)
 DG8390
 DG8390                          SUPERSEDED SURVEY CONTROL
 DG8390
 DG8390.No superseded survey control is available for this station.
 DG8390
 DG8390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ778812(NAD 83)
 DG8390_MARKER: DD = SURVEY DISK
 DG8390_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG8390_SP_SET: BRIDGE RAIL
 DG8390_STAMPING: 8508 J 1999
 DG8390_MARK LOGO: MNDT  
 DG8390_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG8390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8390+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2001
 DG8390
 DG8390  HISTORY     - Date     Condition        Report By
 DG8390  HISTORY     - 1995     MONUMENTED       MNDT
 DG8390  HISTORY     - 20010625 GOOD             MNDT
 DG8390
 DG8390                          STATION DESCRIPTION
 DG8390
 DG8390'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG8390'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1 MI (1.6 KM)
 DG8390'SSW OF ELBA, IN BRIDGE RAIL AT SE COR OF TH 74 BRIDGE NO 85022 OVER
 DG8390'WHITEWATER RIVER, 1 MI (1.6 KM) SOUTH ALONG TH 74 FROM JCT OF TH 74
 DG8390'AND CO RD 26, AT TH 74 MP 42.5, 21.4 FT (6.5 M) EAST OF TH 74, 6.1 FT
 DG8390'(1.9 M) NORTH OF SE END OF BRIDGE WALL, 29.3 FT (8.9 M) NW OF P-POLE ,
 DG8390'MAGNETIC, FLUSH AND SUITABLE FOR GPS.  DISK SET IN BRIDGE WHEN BUILT
 DG8390'IN 1995 THEN STAMPED IN 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8391 ***********************************************************************
 DG8391  DESIGNATION -  8508 K
 DG8391  PID         -  DG8391
 DG8391  STATE/COUNTY-  MN/WINONA
 DG8391  USGS QUAD   -  ELBA (1977)
 DG8391
 DG8391                         *CURRENT SURVEY CONTROL
 DG8391  ___________________________________________________________________
 DG8391* NAD 83(1986)-  44 04 18.     (N)    092 02 11.     (W)     SCALED    
 DG8391* NAVD 88     -       238.367  (meters)     782.04   (feet)  ADJUSTED  
 DG8391  ___________________________________________________________________
 DG8391  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 DG8391  DYNAMIC HT  -         238.329 (meters)     781.92  (feet)  COMP
 DG8391  MODELED GRAV-     980,456.0   (mgal)                       NAVD 88
 DG8391
 DG8391  VERT ORDER  -  SECOND    CLASS I
 DG8391
 DG8391.The horizontal coordinates were scaled from a topographic map and have
 DG8391.an estimated accuracy of +/- 6 seconds.
 DG8391
 DG8391.The orthometric height was determined by differential leveling
 DG8391.and adjusted by the National Geodetic Survey in February 2005..
 DG8391
 DG8391.The geoid height was determined by GEOID03.
 DG8391
 DG8391.The dynamic height is computed by dividing the NAVD 88
 DG8391.geopotential number by the normal gravity value computed on the
 DG8391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8391.degrees latitude (g = 980.6199 gals.).
 DG8391
 DG8391.The modeled gravity was interpolated from observed gravity values.
 DG8391
 DG8391;                    North         East    Units  Estimated Accuracy
 DG8391;SPC MN S     -   220,960.      957,280.      MT  (+/- 180 meters Scaled)
 DG8391
 DG8391                          SUPERSEDED SURVEY CONTROL
 DG8391
 DG8391.No superseded survey control is available for this station.
 DG8391
 DG8391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ771802(NAD 83)
 DG8391_MARKER: DD = SURVEY DISK
 DG8391_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG8391_SP_SET: BRIDGE ABUTMENT
 DG8391_STAMPING: 8508 K 1999
 DG8391_MARK LOGO: MNDT  
 DG8391_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8391+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2001
 DG8391
 DG8391  HISTORY     - Date     Condition        Report By
 DG8391  HISTORY     - 1966     MONUMENTED       MNDT
 DG8391  HISTORY     - 20010625 GOOD             MNDT
 DG8391
 DG8391                          STATION DESCRIPTION
 DG8391
 DG8391'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG8391'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.75 MI (2.82
 DG8391'KM) SSW OF ELBA, IN ABUT AT NE COR OF CO RD 39 BRIDGE NO 85506 OVER
 DG8391'WHITEWATER RIVER, 1.75 MI (2.82 KM) SOUTH ALONG TH 74 FROM JCT OF TH
 DG8391'74 AND CO RD 26 IN ELBA TO TH 74 MP 41.8, 112 FT (34.1 M) WEST OF TH
 DG8391'74, 19 FT (5.8 M) NORTH OF CO RD 39, 2 FT (0.6 M) NORTH OF BRIDGE
 DG8391'RAIL, 2.9 FT (0.9 M) NW OF SIGN POST, 19 FT (5.8 M) WEST OF SOUTH LEG
 DG8391'OF ADOPT A HIGHWAY SIGN, 78 FT (23.8 M) NORTH OF P-POLE, MAGNETIC,
 DG8391'FLUSH AND SUITABLE FOR GPS.  DISK SET IN BRIDGE WHEN BUILT IN 1966
 DG8391'THEN STAMPED IN 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8392 ***********************************************************************
 DG8392  DESIGNATION -  8508 L
 DG8392  PID         -  DG8392
 DG8392  STATE/COUNTY-  MN/WINONA
 DG8392  USGS QUAD   -  ELBA (1977)
 DG8392
 DG8392                         *CURRENT SURVEY CONTROL
 DG8392  ___________________________________________________________________
 DG8392* NAD 83(1986)-  44 03 44.     (N)    092 02 35.     (W)     SCALED    
 DG8392* NAVD 88     -       248.855  (meters)     816.45   (feet)  ADJUSTED  
 DG8392  ___________________________________________________________________
 DG8392  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 DG8392  DYNAMIC HT  -         248.816 (meters)     816.32  (feet)  COMP
 DG8392  MODELED GRAV-     980,452.6   (mgal)                       NAVD 88
 DG8392
 DG8392  VERT ORDER  -  SECOND    CLASS I
 DG8392
 DG8392.The horizontal coordinates were scaled from a topographic map and have
 DG8392.an estimated accuracy of +/- 6 seconds.
 DG8392
 DG8392.The orthometric height was determined by differential leveling
 DG8392.and adjusted by the National Geodetic Survey in February 2005..
 DG8392
 DG8392.The geoid height was determined by GEOID03.
 DG8392
 DG8392.The dynamic height is computed by dividing the NAVD 88
 DG8392.geopotential number by the normal gravity value computed on the
 DG8392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8392.degrees latitude (g = 980.6199 gals.).
 DG8392
 DG8392.The modeled gravity was interpolated from observed gravity values.
 DG8392
 DG8392;                    North         East    Units  Estimated Accuracy
 DG8392;SPC MN S     -   219,900.      956,770.      MT  (+/- 180 meters Scaled)
 DG8392
 DG8392                          SUPERSEDED SURVEY CONTROL
 DG8392
 DG8392.No superseded survey control is available for this station.
 DG8392
 DG8392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ766792(NAD 83)
 DG8392_MARKER: DD = SURVEY DISK
 DG8392_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8392_STAMPING: 8508 L 1999
 DG8392_MARK LOGO: MNDT  
 DG8392_PROJECTION: PROJECTING 5 CENTIMETERS
 DG8392_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8392+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8392_ROD/PIPE-DEPTH: 21.3 meters
 DG8392
 DG8392  HISTORY     - Date     Condition        Report By
 DG8392  HISTORY     - 1999     MONUMENTED       MNDT
 DG8392
 DG8392                          STATION DESCRIPTION
 DG8392
 DG8392'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8392'THE MARK IS 2.6 MI (4.2 KM) SW OF ELBA, 2.6 MI (4.2 KM) SW ALONG TH 74
 DG8392'FROM JCT OF TH 74 AND TH 248 IN ELBA, AT TH 74 MP 41.05, 96 FT (29.3
 DG8392'M) EAST OF TH 74, 134.2 FT (40.9 M) NNE OF TEL PEDESTAL, 8.7 FT (2.7
 DG8392'M) SW OF P-POLE, 1.7 FT (0.5 M) WEST OF WIT POST, PROJECTS 2 INCHES,
 DG8392'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8393 ***********************************************************************
 DG8393  DESIGNATION -  8508 M
 DG8393  PID         -  DG8393
 DG8393  STATE/COUNTY-  MN/WINONA
 DG8393  USGS QUAD   -  ELBA (1977)
 DG8393
 DG8393                         *CURRENT SURVEY CONTROL
 DG8393  ___________________________________________________________________
 DG8393* NAD 83(1986)-  44 03 23.     (N)    092 02 46.     (W)     SCALED    
 DG8393* NAVD 88     -       251.993  (meters)     826.75   (feet)  ADJUSTED  
 DG8393  ___________________________________________________________________
 DG8393  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 DG8393  DYNAMIC HT  -         251.952 (meters)     826.61  (feet)  COMP
 DG8393  MODELED GRAV-     980,450.7   (mgal)                       NAVD 88
 DG8393
 DG8393  VERT ORDER  -  SECOND    CLASS I
 DG8393
 DG8393.The horizontal coordinates were scaled from a topographic map and have
 DG8393.an estimated accuracy of +/- 6 seconds.
 DG8393
 DG8393.The orthometric height was determined by differential leveling
 DG8393.and adjusted by the National Geodetic Survey in February 2005..
 DG8393
 DG8393.The geoid height was determined by GEOID03.
 DG8393
 DG8393.The dynamic height is computed by dividing the NAVD 88
 DG8393.geopotential number by the normal gravity value computed on the
 DG8393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8393.degrees latitude (g = 980.6199 gals.).
 DG8393
 DG8393.The modeled gravity was interpolated from observed gravity values.
 DG8393
 DG8393;                    North         East    Units  Estimated Accuracy
 DG8393;SPC MN S     -   219,250.      956,540.      MT  (+/- 180 meters Scaled)
 DG8393
 DG8393                          SUPERSEDED SURVEY CONTROL
 DG8393
 DG8393.No superseded survey control is available for this station.
 DG8393
 DG8393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ764785(NAD 83)
 DG8393_MARKER: DB = BENCH MARK DISK
 DG8393_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG8393_SP_SET: BRIDGE ABUTMENT
 DG8393_STAMPING: 8508 M 1999
 DG8393_MARK LOGO: MNHD  
 DG8393_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG8393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG8393+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2001
 DG8393
 DG8393  HISTORY     - Date     Condition        Report By
 DG8393  HISTORY     - 1965     MONUMENTED       MNHD
 DG8393  HISTORY     - 20010625 GOOD             MNDT
 DG8393
 DG8393                          STATION DESCRIPTION
 DG8393
 DG8393'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG8393'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MI (4.8 KM)
 DG8393'SW OF ELBA, IN ABUT AT SE COR OF SB TH 74 BRIDGE NO 85006 OVER
 DG8393'WHITEWATER RIVER, 3.0 MI (4.8 KM) SW ALONG TH 74 FROM JCT OF TH 74 AND
 DG8393'TH 248 IN ELBA, AT TH 74 MP 40.6, 19.2 FT (5.9 M) EAST OF TH 74, AND
 DG8393'NOT SUITABLE FOR GPS.  DISK SET IN BRIDGE WHEN BUILT IN 1965 THEN
 DG8393'STAMPED IN 1999.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8394 ***********************************************************************
 DG8394  DESIGNATION -  8508 N
 DG8394  PID         -  DG8394
 DG8394  STATE/COUNTY-  MN/WINONA
 DG8394  USGS QUAD   -  ELBA (1977)
 DG8394
 DG8394                         *CURRENT SURVEY CONTROL
 DG8394  ___________________________________________________________________
 DG8394* NAD 83(1986)-  44 03 02.     (N)    092 03 17.     (W)     SCALED    
 DG8394* NAVD 88     -       268.513  (meters)     880.95   (feet)  ADJUSTED  
 DG8394  ___________________________________________________________________
 DG8394  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DG8394  DYNAMIC HT  -         268.469 (meters)     880.80  (feet)  COMP
 DG8394  MODELED GRAV-     980,447.9   (mgal)                       NAVD 88
 DG8394
 DG8394  VERT ORDER  -  SECOND    CLASS I
 DG8394
 DG8394.The horizontal coordinates were scaled from a topographic map and have
 DG8394.an estimated accuracy of +/- 6 seconds.
 DG8394
 DG8394.The orthometric height was determined by differential leveling
 DG8394.and adjusted by the National Geodetic Survey in February 2005..
 DG8394
 DG8394.The geoid height was determined by GEOID03.
 DG8394
 DG8394.The dynamic height is computed by dividing the NAVD 88
 DG8394.geopotential number by the normal gravity value computed on the
 DG8394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8394.degrees latitude (g = 980.6199 gals.).
 DG8394
 DG8394.The modeled gravity was interpolated from observed gravity values.
 DG8394
 DG8394;                    North         East    Units  Estimated Accuracy
 DG8394;SPC MN S     -   218,580.      955,870.      MT  (+/- 180 meters Scaled)
 DG8394
 DG8394                          SUPERSEDED SURVEY CONTROL
 DG8394
 DG8394.No superseded survey control is available for this station.
 DG8394
 DG8394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ757779(NAD 83)
 DG8394_MARKER: DD = SURVEY DISK
 DG8394_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8394_STAMPING: 8508 N 1999
 DG8394_MARK LOGO: MNDT  
 DG8394_PROJECTION: PROJECTING 5 CENTIMETERS
 DG8394_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8394+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8394_ROD/PIPE-DEPTH:  9.0 meters
 DG8394
 DG8394  HISTORY     - Date     Condition        Report By
 DG8394  HISTORY     - 1999     MONUMENTED       MNDT
 DG8394
 DG8394                          STATION DESCRIPTION
 DG8394
 DG8394'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8394'THE MARK IS 3.7 MI (6.0 KM) SW OF ELBA, 3.7 MI (6.0 KM) SW ALONG TH 74
 DG8394'FROM JCT OF TH 74 AND TH 248 IN ELBA, AT TH 74 MP 39.9, 38 FT (11.6 M)
 DG8394'NNW OF TH 74, 88 FT (26.8 M) ENE OF ENT TO GROUP CENTER, 1.4 FT (0.4
 DG8394'M) NE OF WIT POST, PROJECTS 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8395 ***********************************************************************
 DG8395  DESIGNATION -  8508 P
 DG8395  PID         -  DG8395
 DG8395  STATE/COUNTY-  MN/WINONA
 DG8395  USGS QUAD   -  ELBA (1977)
 DG8395
 DG8395                         *CURRENT SURVEY CONTROL
 DG8395  ___________________________________________________________________
 DG8395* NAD 83(1986)-  44 02 31.     (N)    092 03 34.     (W)     SCALED    
 DG8395* NAVD 88     -       316.065  (meters)    1036.96   (feet)  ADJUSTED  
 DG8395  ___________________________________________________________________
 DG8395  GEOID HEIGHT-         -29.94  (meters)                     GEOID03
 DG8395  DYNAMIC HT  -         316.013 (meters)    1036.79  (feet)  COMP
 DG8395  MODELED GRAV-     980,445.5   (mgal)                       NAVD 88
 DG8395
 DG8395  VERT ORDER  -  SECOND    CLASS I
 DG8395
 DG8395.The horizontal coordinates were scaled from a topographic map and have
 DG8395.an estimated accuracy of +/- 6 seconds.
 DG8395
 DG8395.The orthometric height was determined by differential leveling
 DG8395.and adjusted by the National Geodetic Survey in February 2005..
 DG8395
 DG8395.The geoid height was determined by GEOID03.
 DG8395
 DG8395.The dynamic height is computed by dividing the NAVD 88
 DG8395.geopotential number by the normal gravity value computed on the
 DG8395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8395.degrees latitude (g = 980.6199 gals.).
 DG8395
 DG8395.The modeled gravity was interpolated from observed gravity values.
 DG8395
 DG8395;                    North         East    Units  Estimated Accuracy
 DG8395;SPC MN S     -   217,620.      955,510.      MT  (+/- 180 meters Scaled)
 DG8395
 DG8395                          SUPERSEDED SURVEY CONTROL
 DG8395
 DG8395.No superseded survey control is available for this station.
 DG8395
 DG8395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ753769(NAD 83)
 DG8395_MARKER: DD = SURVEY DISK
 DG8395_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8395_STAMPING: 8508 P 1999
 DG8395_MARK LOGO: MNDT  
 DG8395_PROJECTION: FLUSH
 DG8395_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8395+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8395_ROD/PIPE-DEPTH:  5.5 meters
 DG8395
 DG8395  HISTORY     - Date     Condition        Report By
 DG8395  HISTORY     - 1999     MONUMENTED       MNDT
 DG8395
 DG8395                          STATION DESCRIPTION
 DG8395
 DG8395'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8395'THE MARK IS 4.35 MI (7.00 KM) SW OF ELBA, 4.3 MI (6.9 KM) SW ALONG TH
 DG8395'74 FROM JCT OF TH 74 AND TH 248 IN ELBA, AT TH 74 MP 39.15, 49 FT
 DG8395'(14.9 M) WEST OF TH 74, 177 FT (53.9 M) SW OF TEL PEDESTAL, 0.8 FT
 DG8395'(24.4 CM) ESE OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8396 ***********************************************************************
 DG8396  DESIGNATION -  8508 Q
 DG8396  PID         -  DG8396
 DG8396  STATE/COUNTY-  MN/WINONA
 DG8396  USGS QUAD   -  ELBA (1977)
 DG8396
 DG8396                         *CURRENT SURVEY CONTROL
 DG8396  ___________________________________________________________________
 DG8396* NAD 83(1986)-  44 02 05.     (N)    092 04 11.     (W)     SCALED    
 DG8396* NAVD 88     -       346.079  (meters)    1135.43   (feet)  ADJUSTED  
 DG8396  ___________________________________________________________________
 DG8396  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 DG8396  DYNAMIC HT  -         346.022 (meters)    1135.24  (feet)  COMP
 DG8396  MODELED GRAV-     980,442.8   (mgal)                       NAVD 88
 DG8396
 DG8396  VERT ORDER  -  SECOND    CLASS I
 DG8396
 DG8396.The horizontal coordinates were scaled from a topographic map and have
 DG8396.an estimated accuracy of +/- 6 seconds.
 DG8396
 DG8396.The orthometric height was determined by differential leveling
 DG8396.and adjusted by the National Geodetic Survey in February 2005..
 DG8396
 DG8396.The geoid height was determined by GEOID03.
 DG8396
 DG8396.The dynamic height is computed by dividing the NAVD 88
 DG8396.geopotential number by the normal gravity value computed on the
 DG8396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8396.degrees latitude (g = 980.6199 gals.).
 DG8396
 DG8396.The modeled gravity was interpolated from observed gravity values.
 DG8396
 DG8396;                    North         East    Units  Estimated Accuracy
 DG8396;SPC MN S     -   216,800.      954,710.      MT  (+/- 180 meters Scaled)
 DG8396
 DG8396                          SUPERSEDED SURVEY CONTROL
 DG8396
 DG8396.No superseded survey control is available for this station.
 DG8396
 DG8396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ745761(NAD 83)
 DG8396_MARKER: DD = SURVEY DISK
 DG8396_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8396_STAMPING: 8508 Q 1999
 DG8396_MARK LOGO: MNDT  
 DG8396_PROJECTION: FLUSH
 DG8396_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8396+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8396_ROD/PIPE-DEPTH:  7.0 meters
 DG8396
 DG8396  HISTORY     - Date     Condition        Report By
 DG8396  HISTORY     - 1999     MONUMENTED       MNDT
 DG8396
 DG8396                          STATION DESCRIPTION
 DG8396
 DG8396'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8396'THE MARK IS 5.1 MI (8.2 KM) SW OF ELBA, 5.1 MI (8.2 KM) SW ALONG TH 74
 DG8396'FROM JCT OF TH 74 AND TH 248 IN ELBA, AT TH 74 MP 38.4, 83 FT (25.3 M)
 DG8396'WEST OF TH 74, 30 FT (9.1 M) SOUTH OF GRAVEL ROAD, 6 FT (1.8 M) NW OF
 DG8396'P-POLE, 1.6 FT (0.5 M) EAST OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE
 DG8396'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8397 ***********************************************************************
 DG8397  DESIGNATION -  8508 R
 DG8397  PID         -  DG8397
 DG8397  STATE/COUNTY-  MN/WINONA
 DG8397  USGS QUAD   -  ELBA (1977)
 DG8397
 DG8397                         *CURRENT SURVEY CONTROL
 DG8397  ___________________________________________________________________
 DG8397* NAD 83(1986)-  44 00 29.     (N)    092 04 09.     (W)     SCALED    
 DG8397* NAVD 88     -       341.479  (meters)    1120.34   (feet)  ADJUSTED  
 DG8397  ___________________________________________________________________
 DG8397  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DG8397  DYNAMIC HT  -         341.421 (meters)    1120.15  (feet)  COMP
 DG8397  MODELED GRAV-     980,438.8   (mgal)                       NAVD 88
 DG8397
 DG8397  VERT ORDER  -  SECOND    CLASS I
 DG8397
 DG8397.The horizontal coordinates were scaled from a topographic map and have
 DG8397.an estimated accuracy of +/- 6 seconds.
 DG8397
 DG8397.The orthometric height was determined by differential leveling
 DG8397.and adjusted by the National Geodetic Survey in February 2005..
 DG8397
 DG8397.The geoid height was determined by GEOID03.
 DG8397
 DG8397.The dynamic height is computed by dividing the NAVD 88
 DG8397.geopotential number by the normal gravity value computed on the
 DG8397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8397.degrees latitude (g = 980.6199 gals.).
 DG8397
 DG8397.The modeled gravity was interpolated from observed gravity values.
 DG8397
 DG8397;                    North         East    Units  Estimated Accuracy
 DG8397;SPC MN S     -   213,840.      954,820.      MT  (+/- 180 meters Scaled)
 DG8397
 DG8397                          SUPERSEDED SURVEY CONTROL
 DG8397
 DG8397.No superseded survey control is available for this station.
 DG8397
 DG8397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ746731(NAD 83)
 DG8397_MARKER: DD = SURVEY DISK
 DG8397_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG8397_SP_SET: BOX CULVERT
 DG8397_STAMPING: 8508 R 1999
 DG8397_MARK LOGO: MNDT  
 DG8397_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG8397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8397+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8397
 DG8397  HISTORY     - Date     Condition        Report By
 DG8397  HISTORY     - 1999     MONUMENTED       MNDT
 DG8397
 DG8397                          STATION DESCRIPTION
 DG8397
 DG8397'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8397'2.55 MI (4.10 KM) NNW OF ST CHARLES, IN HEADWALL AT SE COR OF TH 74
 DG8397'BOX CULVERT NO 8543 OVER TROUT RUN STREAM, 2.55 MI (4.10 KM) NORTH
 DG8397'ALONG TH 74 FROM WEST JCT OF TH 74 AND TH 14 IN ST CHARLES, AT TH 74
 DG8397'MP 36.55, 18.6 FT (5.7 M) EAST OF TH 74, 0.5 FT (15.2 CM) NORTH OF SE
 DG8397'COR OF HEADWALL, AND SUITABLE FOR GPS.  DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8398 ***********************************************************************
 DG8398  DESIGNATION -  8508 S
 DG8398  PID         -  DG8398
 DG8398  STATE/COUNTY-  MN/WINONA
 DG8398  USGS QUAD   -  ELBA (1977)
 DG8398
 DG8398                         *CURRENT SURVEY CONTROL
 DG8398  ___________________________________________________________________
 DG8398* NAD 83(1986)-  44 00 21.     (N)    092 04 11.     (W)     SCALED    
 DG8398* NAVD 88     -       345.712  (meters)    1134.22   (feet)  ADJUSTED  
 DG8398  ___________________________________________________________________
 DG8398  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DG8398  DYNAMIC HT  -         345.654 (meters)    1134.03  (feet)  COMP
 DG8398  MODELED GRAV-     980,438.4   (mgal)                       NAVD 88
 DG8398
 DG8398  VERT ORDER  -  SECOND    CLASS I
 DG8398
 DG8398.The horizontal coordinates were scaled from a topographic map and have
 DG8398.an estimated accuracy of +/- 6 seconds.
 DG8398
 DG8398.The orthometric height was determined by differential leveling
 DG8398.and adjusted by the National Geodetic Survey in February 2005..
 DG8398
 DG8398.The geoid height was determined by GEOID03.
 DG8398
 DG8398.The dynamic height is computed by dividing the NAVD 88
 DG8398.geopotential number by the normal gravity value computed on the
 DG8398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8398.degrees latitude (g = 980.6199 gals.).
 DG8398
 DG8398.The modeled gravity was interpolated from observed gravity values.
 DG8398
 DG8398;                    North         East    Units  Estimated Accuracy
 DG8398;SPC MN S     -   213,590.      954,780.      MT  (+/- 180 meters Scaled)
 DG8398
 DG8398                          SUPERSEDED SURVEY CONTROL
 DG8398
 DG8398.No superseded survey control is available for this station.
 DG8398
 DG8398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ745729(NAD 83)
 DG8398_MARKER: DD = SURVEY DISK
 DG8398_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8398_STAMPING: 8508 S 1999
 DG8398_MARK LOGO: MNDT  
 DG8398_PROJECTION: FLUSH
 DG8398_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8398+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8398_ROD/PIPE-DEPTH:  4.3 meters
 DG8398
 DG8398  HISTORY     - Date     Condition        Report By
 DG8398  HISTORY     - 1999     MONUMENTED       MNDT
 DG8398
 DG8398                          STATION DESCRIPTION
 DG8398
 DG8398'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8398'THE MARK IS 2.4 MI (3.9 KM) NNW OF ST CHARLES, 2.4 MI (3.9 KM) NORTH
 DG8398'ALONG TH 74 FROM WEST JCT OF TH 74 AND TH 14 IN ST CHARLES, AT TH 74
 DG8398'MP 36.4, 69 FT (21.0 M) WEST OF TH 74, 41.5 SOUTH OF TWP RD 9, 9.3 FT
 DG8398'(2.8 M) SOUTH OF P-POLE, 1.3 FT (0.4 M) EAST OF WIT POST, FLUSH,
 DG8398'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8399 ***********************************************************************
 DG8399  DESIGNATION -  8508 T
 DG8399  PID         -  DG8399
 DG8399  STATE/COUNTY-  MN/WINONA
 DG8399  USGS QUAD   -  ST CHARLES (1974)
 DG8399
 DG8399                         *CURRENT SURVEY CONTROL
 DG8399  ___________________________________________________________________
 DG8399* NAD 83(1986)-  43 59 31.     (N)    092 04 11.     (W)     SCALED    
 DG8399* NAVD 88     -       346.724  (meters)    1137.54   (feet)  ADJUSTED  
 DG8399  ___________________________________________________________________
 DG8399  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 DG8399  DYNAMIC HT  -         346.665 (meters)    1137.35  (feet)  COMP
 DG8399  MODELED GRAV-     980,436.4   (mgal)                       NAVD 88
 DG8399
 DG8399  VERT ORDER  -  SECOND    CLASS I
 DG8399
 DG8399.The horizontal coordinates were scaled from a topographic map and have
 DG8399.an estimated accuracy of +/- 6 seconds.
 DG8399
 DG8399.The orthometric height was determined by differential leveling
 DG8399.and adjusted by the National Geodetic Survey in February 2005..
 DG8399
 DG8399.The geoid height was determined by GEOID03.
 DG8399
 DG8399.The dynamic height is computed by dividing the NAVD 88
 DG8399.geopotential number by the normal gravity value computed on the
 DG8399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8399.degrees latitude (g = 980.6199 gals.).
 DG8399
 DG8399.The modeled gravity was interpolated from observed gravity values.
 DG8399
 DG8399;                    North         East    Units  Estimated Accuracy
 DG8399;SPC MN S     -   212,050.      954,820.      MT  (+/- 180 meters Scaled)
 DG8399
 DG8399                          SUPERSEDED SURVEY CONTROL
 DG8399
 DG8399.No superseded survey control is available for this station.
 DG8399
 DG8399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ745713(NAD 83)
 DG8399_MARKER: DD = SURVEY DISK
 DG8399_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8399_STAMPING: 8508 T 1999
 DG8399_MARK LOGO: MNDT  
 DG8399_PROJECTION: FLUSH
 DG8399_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8399+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8399_ROD/PIPE-DEPTH: 12.2 meters
 DG8399
 DG8399  HISTORY     - Date     Condition        Report By
 DG8399  HISTORY     - 1999     MONUMENTED       MNDT
 DG8399
 DG8399                          STATION DESCRIPTION
 DG8399
 DG8399'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8399'THE MARK IS 1.4 MI (2.3 KM) NNW OF ST CHARLES, 1.4 MI (2.3 KM) NORTH
 DG8399'ALONG TH 74 FROM WEST JCT OF TH 74 AND TH 14 IN ST CHARLES, AT TH 74
 DG8399'MP 35.45, 67 FT (20.4 M) WEST OF TH 74, 139 FT (42.4 M) NORTH OF TWP
 DG8399'RD 8, 2.2 FT (0.7 M) EAST OF P-POLE, 41 FT (12.5 M) NORTH OF FIELD
 DG8399'ENT, 1.6 FT (0.5 M) EAST OF STEEL WIT POST, FLUSH, MAGNETIC, AND
 DG8399'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8305 ***********************************************************************
 DF8305  DESIGNATION -  8508 U
 DF8305  PID         -  DF8305
 DF8305  STATE/COUNTY-  MN/WINONA
 DF8305  USGS QUAD   -  ST CHARLES (1974)
 DF8305
 DF8305                         *CURRENT SURVEY CONTROL
 DF8305  ___________________________________________________________________
 DF8305* NAD 83(1996)-  43 59 03.75261(N)    092 04 11.17711(W)     ADJUSTED  
 DF8305* NAVD 88     -       351.560  (meters)    1153.41   (feet)  ADJUSTED  
 DF8305  ___________________________________________________________________
 DF8305  X           -    -166,024.290 (meters)                     COMP
 DF8305  Y           -  -4,593,914.497 (meters)                     COMP
 DF8305  Z           -   4,407,066.015 (meters)                     COMP
 DF8305  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 DF8305  ELLIP HEIGHT-         321.65  (meters)          (10/06/03) GPS OBS
 DF8305  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DF8305  DYNAMIC HT  -         351.499 (meters)    1153.21  (feet)  COMP
 DF8305  MODELED GRAV-     980,435.3   (mgal)                       NAVD 88
 DF8305
 DF8305  HORZ ORDER  -  FIRST
 DF8305  VERT ORDER  -  SECOND    CLASS I
 DF8305  ELLP ORDER  -  THIRD     CLASS II
 DF8305
 DF8305.The horizontal coordinates were established by GPS observations
 DF8305.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8305
 DF8305.The orthometric height was determined by differential leveling
 DF8305.and adjusted by the National Geodetic Survey in February 2005..
 DF8305
 DF8305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8305
 DF8305.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8305
 DF8305.The ellipsoidal height was determined by GPS observations
 DF8305.and is referenced to NAD 83.
 DF8305
 DF8305.The geoid height was determined by GEOID03.
 DF8305
 DF8305.The dynamic height is computed by dividing the NAVD 88
 DF8305.geopotential number by the normal gravity value computed on the
 DF8305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8305.degrees latitude (g = 980.6199 gals.).
 DF8305
 DF8305.The modeled gravity was interpolated from observed gravity values.
 DF8305
 DF8305;                    North         East     Units Scale Factor Converg.
 DF8305;SPC MN S     -   211,204.245   954,836.711   MT  0.99996251   +1 21 10.6
 DF8305;UTM  15      - 4,870,558.064   574,599.940   MT  0.99966845   +0 38 45.7
 DF8305
 DF8305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8305!SPC MN S     -   0.99994957  x   0.99996251  =   0.99991208
 DF8305!UTM  15      -   0.99994957  x   0.99966845  =   0.99961803
 DF8305
 DF8305                          SUPERSEDED SURVEY CONTROL
 DF8305
 DF8305  NAVD 88 (10/06/03)  351.56   (m)         1153.4    (f) LEVELING    3  
 DF8305
 DF8305.Superseded values are not recommended for survey control.
 DF8305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8305.See file dsdata.txt to determine how the superseded data were derived.
 DF8305
 DF8305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7460070558(NAD 83)
 DF8305_MARKER: DD = SURVEY DISK
 DF8305_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8305_STAMPING: 8508 U 1999
 DF8305_MARK LOGO: MNDT  
 DF8305_PROJECTION: RECESSED 5 CENTIMETERS
 DF8305_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8305+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2001
 DF8305_ROD/PIPE-DEPTH:  7.0 meters
 DF8305
 DF8305  HISTORY     - Date     Condition        Report By
 DF8305  HISTORY     - 1999     MONUMENTED       MNDT
 DF8305  HISTORY     - 20010401 GOOD             MNDT
 DF8305  HISTORY     - 20010625 GOOD             MNDT
 DF8305
 DF8305                          STATION DESCRIPTION
 DF8305
 DF8305'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF8305'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 1.0 MI NNW OF ST
 DF8305'CHARLES, 0.90 MI NORTH ALONG TH 74 FROM WEST JCT OF T H 74 AND  TH 14
 DF8305'IN ST CHARLES, AT TH 74 MP 34.95, 51.8 FT WEST OF TH 7 4, 70.0 FT
 DF8305'SOUTH OF CEMETERY ENT, 1.7 FT EAST OF FENCE, 113.0 FT NNE O F P-POLE,
 DF8305'29.0 FT NE OF       FENCE COR, 1.2 FT EAST OF STEEL WIT POST ,
 DF8305'RECESSED 2 INCHES, MAGNETIC, GOOD     FOR GPS
 DF8305
 DF8305                          STATION RECOVERY (2001)
 DF8305
 DF8305'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DF8305'THE MARK IS 1 MI (1.6 KM) NNW OF ST CHARLES, 0.95 MI (1.53 KM) NORTH
 DF8305'ALONG TH 74 FROM WEST JCT OF TH 74 AND TH 14 IN ST CHARLES, AT TH 74
 DF8305'MP 34.95, 51 FT (15.5 M) WEST OF TH 74, 70 FT (21.3 M) SOUTH OF
 DF8305'CEMETERY ENT, 1.7 FT (0.5 M) EAST OF FENCE, 113 FT (34.4 M) NNE OF
 DF8305'P-POLE, 29 FT (8.8 M) NE OF FENCE COR, 1.2 FT (0.4 M) EAST OF WIT
 DF8305'POST, RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8400 ***********************************************************************
 DG8400  DESIGNATION -  8508 V
 DG8400  PID         -  DG8400
 DG8400  STATE/COUNTY-  MN/WINONA
 DG8400  USGS QUAD   -  ST CHARLES (1974)
 DG8400
 DG8400                         *CURRENT SURVEY CONTROL
 DG8400  ___________________________________________________________________
 DG8400* NAD 83(1986)-  43 58 32.     (N)    092 04 10.     (W)     SCALED    
 DG8400* NAVD 88     -       339.307  (meters)    1113.21   (feet)  ADJUSTED  
 DG8400  ___________________________________________________________________
 DG8400  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 DG8400  DYNAMIC HT  -         339.248 (meters)    1113.02  (feet)  COMP
 DG8400  MODELED GRAV-     980,434.0   (mgal)                       NAVD 88
 DG8400
 DG8400  VERT ORDER  -  SECOND    CLASS I
 DG8400
 DG8400.The horizontal coordinates were scaled from a topographic map and have
 DG8400.an estimated accuracy of +/- 6 seconds.
 DG8400
 DG8400.The orthometric height was determined by differential leveling
 DG8400.and adjusted by the National Geodetic Survey in February 2005..
 DG8400
 DG8400.The geoid height was determined by GEOID03.
 DG8400
 DG8400.The dynamic height is computed by dividing the NAVD 88
 DG8400.geopotential number by the normal gravity value computed on the
 DG8400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8400.degrees latitude (g = 980.6199 gals.).
 DG8400
 DG8400.The modeled gravity was interpolated from observed gravity values.
 DG8400
 DG8400;                    North         East    Units  Estimated Accuracy
 DG8400;SPC MN S     -   210,230.      954,890.      MT  (+/- 180 meters Scaled)
 DG8400
 DG8400                          SUPERSEDED SURVEY CONTROL
 DG8400
 DG8400.No superseded survey control is available for this station.
 DG8400
 DG8400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ746695(NAD 83)
 DG8400_MARKER: DD = SURVEY DISK
 DG8400_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG8400_SP_SET: BRIDGE ABUTMENT
 DG8400_STAMPING: 8508 V 1999
 DG8400_MARK LOGO: MNDT  
 DG8400_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG8400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG8400+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8400
 DG8400  HISTORY     - Date     Condition        Report By
 DG8400  HISTORY     - 1999     MONUMENTED       MNDT
 DG8400
 DG8400                          STATION DESCRIPTION
 DG8400
 DG8400'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8400'THE MARK IS IN ST CHARLES, IN HEADWALL AT SE COR OF TH 74 BRIDGE NO
 DG8400'5932 OVER WHITEWATER RIVER, 0.3 MI (0.5 KM) NORTH ALONG TH 74 FROM
 DG8400'WEST JCT OF TH 74 AND TH 14 IN ST CHARLES, AT TH 74 MP 34.3, 15.6 FT
 DG8400'(4.8 M) EAST OF TH 74, NOT SUITABLE FOR GPS.  DISK SET IN A DRILL
 DG8400'HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG8401 ***********************************************************************
 DG8401  DESIGNATION -  8508 W
 DG8401  PID         -  DG8401
 DG8401  STATE/COUNTY-  MN/WINONA
 DG8401  USGS QUAD   -  ST CHARLES (1974)
 DG8401
 DG8401                         *CURRENT SURVEY CONTROL
 DG8401  ___________________________________________________________________
 DG8401* NAD 83(1986)-  43 57 59.     (N)    092 04 09.     (W)     SCALED    
 DG8401* NAVD 88     -       347.059  (meters)    1138.64   (feet)  ADJUSTED  
 DG8401  ___________________________________________________________________
 DG8401  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 DG8401  DYNAMIC HT  -         346.998 (meters)    1138.44  (feet)  COMP
 DG8401  MODELED GRAV-     980,432.8   (mgal)                       NAVD 88
 DG8401
 DG8401  VERT ORDER  -  SECOND    CLASS I
 DG8401
 DG8401.The horizontal coordinates were scaled from a topographic map and have
 DG8401.an estimated accuracy of +/- 6 seconds.
 DG8401
 DG8401.The orthometric height was determined by differential leveling
 DG8401.and adjusted by the National Geodetic Survey in February 2005..
 DG8401
 DG8401.The geoid height was determined by GEOID03.
 DG8401
 DG8401.The dynamic height is computed by dividing the NAVD 88
 DG8401.geopotential number by the normal gravity value computed on the
 DG8401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8401.degrees latitude (g = 980.6199 gals.).
 DG8401
 DG8401.The modeled gravity was interpolated from observed gravity values.
 DG8401
 DG8401;                    North         East    Units  Estimated Accuracy
 DG8401;SPC MN S     -   209,210.      954,930.      MT  (+/- 180 meters Scaled)
 DG8401
 DG8401                          SUPERSEDED SURVEY CONTROL
 DG8401
 DG8401.No superseded survey control is available for this station.
 DG8401
 DG8401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ746685(NAD 83)
 DG8401_MARKER: DD = SURVEY DISK
 DG8401_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8401_STAMPING: 8508 W 1999
 DG8401_MARK LOGO: MNDT  
 DG8401_PROJECTION: RECESSED 10 CENTIMETERS
 DG8401_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8401+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DG8401_ROD/PIPE-DEPTH:  5.5 meters
 DG8401
 DG8401  HISTORY     - Date     Condition        Report By
 DG8401  HISTORY     - 1999     MONUMENTED       MNDT
 DG8401
 DG8401                          STATION DESCRIPTION
 DG8401
 DG8401'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DG8401'THE MARK IS IN ST CHARLES, 0.9 MI (1.4 KM) NORTH ALONG TH 74 FROM JCT
 DG8401'OF TH 74 AND FAI 90 (ABOUT 1 MI (1.6 KM) SOUTH OF ST CHARLES) TO TH 24
 DG8401'MP 33.4, THENCE 0.1 MI (0.2 KM) WEST ON WEST 14TH ST, THENCE 0.10 MI
 DG8401'(0.16 KM) NORTH ON ST CHARLES AVE, THENCE 0.05 MI (0.08 KM) NW ON CO
 DG8401'RD 126 (WEST 12TH ST) , 15.3 FT (4.7 M) NE OF CO RD 126, 8.1 FT (2.5
 DG8401'M) NW OF TEL CABLE PEDESTAL, 61.4 FT (18.7 M) SW OF CENTER OF TRACKS,
 DG8401'5.5 FT (1.7 M) NW OF WIT POST, RECESSED 4 INCHES, MAGNETIC, AND
 DG8401'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8306 ***********************************************************************
 DF8306  DESIGNATION -  8509 N
 DF8306  PID         -  DF8306
 DF8306  STATE/COUNTY-  MN/WINONA
 DF8306  USGS QUAD   -  HOUSTON (1980)
 DF8306
 DF8306                         *CURRENT SURVEY CONTROL
 DF8306  ___________________________________________________________________
 DF8306* NAD 83(1996)-  43 52 29.26164(N)    091 36 40.62683(W)     ADJUSTED  
 DF8306* NAVD 88     -       252.2    (meters)     827.     (feet)  GPS OBS   
 DF8306  ___________________________________________________________________
 DF8306  X           -    -129,493.939 (meters)                     COMP
 DF8306  Y           -  -4,603,468.083 (meters)                     COMP
 DF8306  Z           -   4,398,227.454 (meters)                     COMP
 DF8306  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 DF8306  ELLIP HEIGHT-         221.63  (meters)          (10/06/03) GPS OBS
 DF8306  GEOID HEIGHT-         -30.54  (meters)                     GEOID03
 DF8306
 DF8306  HORZ ORDER  -  FIRST
 DF8306  ELLP ORDER  -  THIRD     CLASS II
 DF8306
 DF8306.The horizontal coordinates were established by GPS observations
 DF8306.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8306
 DF8306.The orthometric height was determined by GPS observations and a
 DF8306.high-resolution geoid model.
 DF8306
 DF8306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8306
 DF8306.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8306
 DF8306.The ellipsoidal height was determined by GPS observations
 DF8306.and is referenced to NAD 83.
 DF8306
 DF8306.The geoid height was determined by GEOID03.
 DF8306
 DF8306;                    North         East     Units Scale Factor Converg.
 DF8306;SPC MN S     -   200,005.748   991,961.270   MT  0.99998144   +1 40 27.5
 DF8306;UTM  15      - 4,858,903.979   611,573.290   MT  0.99975311   +0 57 45.3
 DF8306
 DF8306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8306!SPC MN S     -   0.99996525  x   0.99998144  =   0.99994669
 DF8306!UTM  15      -   0.99996525  x   0.99975311  =   0.99971837
 DF8306
 DF8306                          SUPERSEDED SURVEY CONTROL
 DF8306
 DF8306.No superseded survey control is available for this station.
 DF8306
 DF8306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1157358904(NAD 83)
 DF8306_MARKER: DD = SURVEY DISK
 DF8306_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8306_STAMPING: 8509 N
 DF8306_MARK LOGO: MNDT  
 DF8306_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF8306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8306+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001
 DF8306
 DF8306  HISTORY     - Date     Condition        Report By
 DF8306  HISTORY     - 1959     MONUMENTED       MNDT
 DF8306  HISTORY     - 20010401 GOOD             MNDT
 DF8306
 DF8306                          STATION DESCRIPTION
 DF8306
 DF8306'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF8306'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 3.75 MI SOUTH OF
 DF8306'WITOKA, 64 FT LT OF TH 76, AT TH 76 STA 494+00, 120 F T NE      OF
 DF8306'CULVERT, 75 FT NE OF FIELD ENT RT, 1.0 FT SOUTH OF WIT PO ST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8307 ***********************************************************************
 DF8307  DESIGNATION -  8511 JA
 DF8307  PID         -  DF8307
 DF8307  STATE/COUNTY-  MN/WINONA
 DF8307  USGS QUAD   -  ROLLINGSTONE (1993)
 DF8307
 DF8307                         *CURRENT SURVEY CONTROL
 DF8307  ___________________________________________________________________
 DF8307* NAD 83(1996)-  44 05 43.25245(N)    091 48 22.10029(W)     ADJUSTED  
 DF8307* NAVD 88     -       227.5    (meters)     746.     (feet)  GPS OBS   
 DF8307  ___________________________________________________________________
 DF8307  X           -    -144,611.849 (meters)                     COMP
 DF8307  Y           -  -4,585,972.663 (meters)                     COMP
 DF8307  Z           -   4,415,843.694 (meters)                     COMP
 DF8307  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 DF8307  ELLIP HEIGHT-         197.21  (meters)          (10/06/03) GPS OBS
 DF8307  GEOID HEIGHT-         -30.26  (meters)                     GEOID03
 DF8307
 DF8307  HORZ ORDER  -  FIRST
 DF8307  ELLP ORDER  -  THIRD     CLASS II
 DF8307
 DF8307.The horizontal coordinates were established by GPS observations
 DF8307.and adjusted by the MN DEPT OF TRANSP in October 2003..
 DF8307
 DF8307.The orthometric height was determined by GPS observations and a
 DF8307.high-resolution geoid model.
 DF8307
 DF8307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8307
 DF8307.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8307
 DF8307.The ellipsoidal height was determined by GPS observations
 DF8307.and is referenced to NAD 83.
 DF8307
 DF8307.The geoid height was determined by GEOID03.
 DF8307
 DF8307;                    North         East     Units Scale Factor Converg.
 DF8307;SPC MN S     -   224,063.163   975,648.806   MT  0.99994702   +1 32 15.9
 DF8307;UTM  15      - 4,883,155.869   595,563.558   MT  0.99971232   +0 49 50.9
 DF8307
 DF8307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8307!SPC MN S     -   0.99996908  x   0.99994702  =   0.99991610
 DF8307!UTM  15      -   0.99996908  x   0.99971232  =   0.99968141
 DF8307
 DF8307                          SUPERSEDED SURVEY CONTROL
 DF8307
 DF8307.No superseded survey control is available for this station.
 DF8307
 DF8307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9556483156(NAD 83)
 DF8307_MARKER: DD = SURVEY DISK
 DF8307_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8307_STAMPING: 8511 JA 1971
 DF8307_MARK LOGO: MNDT  
 DF8307_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF8307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8307+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2002
 DF8307
 DF8307  HISTORY     - Date     Condition        Report By
 DF8307  HISTORY     - 1971     MONUMENTED       MNDT
 DF8307  HISTORY     - 20020401 GOOD             MNDT
 DF8307
 DF8307                          STATION DESCRIPTION
 DF8307
 DF8307'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF8307'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 0.45 MI EAST OF
 DF8307'ROLLING STONE, 0.1 MI EAST OF JCT OF TH 248 AND CO RD 25 SOUTH, 81 FT
 DF8307'SOUTH OF TH 248, AT TH 248 STA 477+05, 0.5 FT NORTH OF  WIT POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5040 ***********************************************************************
 DG5040  DESIGNATION -  857.46
 DG5040  PID         -  DG5040
 DG5040  STATE/COUNTY-  MN/MARSHALL
 DG5040  USGS QUAD   -  STEPHEN EAST (1982)
 DG5040
 DG5040                         *CURRENT SURVEY CONTROL
 DG5040  ___________________________________________________________________
 DG5040* NAD 83(1986)-  48 24 01.     (N)    096 46 59.     (W)     SCALED    
 DG5040* NAVD 88     -       261.621  (meters)     858.33   (feet)  ADJUSTED  
 DG5040  ___________________________________________________________________
 DG5040  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 DG5040  DYNAMIC HT  -         261.680 (meters)     858.53  (feet)  COMP
 DG5040  MODELED GRAV-     980,831.3   (mgal)                       NAVD 88
 DG5040
 DG5040  VERT ORDER  -  SECOND    CLASS I
 DG5040
 DG5040.The horizontal coordinates were scaled from a topographic map and have
 DG5040.an estimated accuracy of +/- 6 seconds.
 DG5040
 DG5040.The orthometric height was determined by differential leveling
 DG5040.and adjusted by the National Geodetic Survey in July 2004..
 DG5040.No vertical observational check was made to the station.
 DG5040
 DG5040.The geoid height was determined by GEOID03.
 DG5040
 DG5040.The dynamic height is computed by dividing the NAVD 88
 DG5040.geopotential number by the normal gravity value computed on the
 DG5040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5040.degrees latitude (g = 980.6199 gals.).
 DG5040
 DG5040.The modeled gravity was interpolated from observed gravity values.
 DG5040
 DG5040;                    North         East    Units  Estimated Accuracy
 DG5040;SPC MN N     -   317,760.      527,400.      MT  (+/- 180 meters Scaled)
 DG5040
 DG5040                          SUPERSEDED SURVEY CONTROL
 DG5040
 DG5040.No superseded survey control is available for this station.
 DG5040
 DG5040_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU640631(NAD 83)
 DG5040_MARKER: DV = VERTICAL CONTROL DISK
 DG5040_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5040_SP_SET: BRIDGE ABUTMENT
 DG5040_STAMPING: 857.46 2003
 DG5040_MARK LOGO: MNDT  
 DG5040_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5040+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 DG5040
 DG5040  HISTORY     - Date     Condition        Report By
 DG5040  HISTORY     - 1999     MONUMENTED       MNDT
 DG5040  HISTORY     - 20030618 GOOD             MNDT
 DG5040
 DG5040                          STATION DESCRIPTION
 DG5040
 DG5040'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5040'THE MARK IS 3 MILES (4.8 KM) EAST OF STEPHEN, IN ABUT AT NORTHEAST
 DG5040'CORNER OF BRIDGE NO 45541 OVER TAMARAC RIVER, 3 MILES (4.8 KM) EAST
 DG5040'ALONG COUNTY ROAD 30 FROM JUNCTION OF COUNTY ROAD 30 AND TRUNK HIGHWAY
 DG5040'75.  DISK SET IN BRIDGE WHEN BUILT IN 1999 THEN STAMPED IN 2003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0272 ***********************************************************************
 ON0272  DESIGNATION -  8580 A
 ON0272  PID         -  ON0272
 ON0272  STATE/COUNTY-  MN/WINONA
 ON0272  USGS QUAD   -  LA CRESCENT (1991)
 ON0272
 ON0272                         *CURRENT SURVEY CONTROL
 ON0272  ___________________________________________________________________
 ON0272* NAD 83(1986)-  43 51 34.     (N)    091 18 27.     (W)     SCALED    
 ON0272* NAVD 88     -       210.389  (meters)     690.25   (feet)  ADJUSTED  
 ON0272  ___________________________________________________________________
 ON0272  GEOID HEIGHT-         -31.49  (meters)                     GEOID03
 ON0272  DYNAMIC HT  -         210.353 (meters)     690.13  (feet)  COMP
 ON0272  MODELED GRAV-     980,443.1   (mgal)                       NAVD 88
 ON0272
 ON0272  VERT ORDER  -  FIRST     CLASS I
 ON0272
 ON0272.The horizontal coordinates were scaled from a topographic map and have
 ON0272.an estimated accuracy of +/- 6 seconds.
 ON0272
 ON0272.The orthometric height was determined by differential leveling
 ON0272.and adjusted by the National Geodetic Survey in June 1991..
 ON0272
 ON0272.The geoid height was determined by GEOID03.
 ON0272
 ON0272.The dynamic height is computed by dividing the NAVD 88
 ON0272.geopotential number by the normal gravity value computed on the
 ON0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0272.degrees latitude (g = 980.6199 gals.).
 ON0272
 ON0272.The modeled gravity was interpolated from observed gravity values.
 ON0272
 ON0272;                    North         East    Units  Estimated Accuracy
 ON0272;SPC MN S     -   199,060.    1,016,420.      MT  (+/- 180 meters Scaled)
 ON0272
 ON0272                          SUPERSEDED SURVEY CONTROL
 ON0272
 ON0272  NGVD 29 (??/??/92)  210.405  (m)          690.30   (f) ADJ UNCH    1 1
 ON0272
 ON0272.Superseded values are not recommended for survey control.
 ON0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0272.See file dsdata.txt to determine how the superseded data were derived.
 ON0272
 ON0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ360576(NAD 83)
 ON0272_MARKER: DD = SURVEY DISK
 ON0272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0272_SP_SET: OVERPASS
 ON0272_STAMPING: 8580-A 1965
 ON0272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0272
 ON0272  HISTORY     - Date     Condition        Report By
 ON0272  HISTORY     - 1965     MONUMENTED       MNHD
 ON0272  HISTORY     - 1970     GOOD             NGS
 ON0272
 ON0272                          STATION DESCRIPTION
 ON0272
 ON0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0272'2.8 MI N FROM LA CRESCENT.
 ON0272'ABOUT 2.8 MILES NORTH ALONG U.S. HIGHWAYS 14 AND 61 FROM THE
 ON0272'HIGHWAY OVERPASS FOR THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 ON0272'RAILROAD AT LA CRESCENT, OR ABOUT 4.85 MILES SOUTH ALONG U.S.
 ON0272'HIGHWAYS 14 AND 61 FROM THE HIGHWAY OVERPASS FOR COUNTY ROAD 12
 ON0272'AT DAKOTA, 209 FEET NORTHEAST OF THE CENTER LINE OF THE
 ON0272'NORTHEAST LANES OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST
 ON0272'END OF THE SOUTHEAST CONCRETE FOUNDATION FOR A GUARDRAIL ON A
 ON0272'ROAD OVERPASS FOR THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 ON0272'RAILROAD, 19 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD
 ON0272'WHICH LEADS TO LOCK AND DAM NUMBER 7, AND ABOUT 1 1/2 FEET
 ON0272'ABOVE THE LEVEL OF THE HIGHWAY.  SEC 33, T 105 N, R 4 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0309 ***********************************************************************
 ON0309  DESIGNATION -  8580 A 1
 ON0309  PID         -  ON0309
 ON0309  STATE/COUNTY-  MN/WINONA
 ON0309  USGS QUAD   -  LA CRESCENT (1991)
 ON0309
 ON0309                         *CURRENT SURVEY CONTROL
 ON0309  ___________________________________________________________________
 ON0309* NAD 83(1986)-  43 51 28.     (N)    091 17 50.     (W)     SCALED    
 ON0309* NAVD 88     -       205.657  (meters)     674.73   (feet)  ADJUSTED  
 ON0309  ___________________________________________________________________
 ON0309  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 ON0309  DYNAMIC HT  -         205.621 (meters)     674.61  (feet)  COMP
 ON0309  MODELED GRAV-     980,442.1   (mgal)                       NAVD 88
 ON0309
 ON0309  VERT ORDER  -  SECOND    CLASS 0
 ON0309
 ON0309.The horizontal coordinates were scaled from a topographic map and have
 ON0309.an estimated accuracy of +/- 6 seconds.
 ON0309
 ON0309.The orthometric height was determined by differential leveling
 ON0309.and adjusted by the National Geodetic Survey in June 1991..
 ON0309
 ON0309.The geoid height was determined by GEOID03.
 ON0309
 ON0309.The dynamic height is computed by dividing the NAVD 88
 ON0309.geopotential number by the normal gravity value computed on the
 ON0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0309.degrees latitude (g = 980.6199 gals.).
 ON0309
 ON0309.The modeled gravity was interpolated from observed gravity values.
 ON0309
 ON0309;                    North         East    Units  Estimated Accuracy
 ON0309;SPC MN S     -   198,900.    1,017,250.      MT  (+/- 180 meters Scaled)
 ON0309
 ON0309                          SUPERSEDED SURVEY CONTROL
 ON0309
 ON0309  NGVD 29 (??/??/92)  205.672  (m)          674.78   (f) ADJ UNCH    2 0
 ON0309
 ON0309.Superseded values are not recommended for survey control.
 ON0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0309.See file dsdata.txt to determine how the superseded data were derived.
 ON0309
 ON0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ368574(NAD 83)
 ON0309_MARKER: DD = SURVEY DISK
 ON0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0309_SP_SET: BRIDGE
 ON0309_STAMPING: 8580 AL 1967
 ON0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0309
 ON0309  HISTORY     - Date     Condition        Report By
 ON0309  HISTORY     - 1967     MONUMENTED       MNHD
 ON0309
 ON0309                          STATION DESCRIPTION
 ON0309
 ON0309'DESCRIBED BY MN HIGHWAY DEPT 1967
 ON0309'2.5 MI N FROM LA CRESCENT.
 ON0309'MARK IS LOCATED IN THE NE SECTION 33, T105N, R4W ABOUT 2.5 MILES
 ON0309'NORTH OF LA CRESCENT.  MARK IS A STANDARD MINNESOTA HIGHWAY
 ON0309'DEPARTMENT DISK, STAMPED 8580 A1 1967, SET IN THE SOUTHEAST
 ON0309'CORNER WALK OF BRIDGE (NO. 9320).  MAIN BRIDGE OVER MISSISSIPPI
 ON0309'RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0270 ***********************************************************************
 ON0270  DESIGNATION -  8580 A 2
 ON0270  PID         -  ON0270
 ON0270  STATE/COUNTY-  MN/WINONA
 ON0270  USGS QUAD   -  LA CRESCENT (1991)
 ON0270
 ON0270                         *CURRENT SURVEY CONTROL
 ON0270  ___________________________________________________________________
 ON0270* NAD 83(1986)-  43 51 28.     (N)    091 18 07.     (W)     SCALED    
 ON0270* NAVD 88     -       215.736  (meters)     707.79   (feet)  ADJUSTED  
 ON0270  ___________________________________________________________________
 ON0270  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 ON0270  DYNAMIC HT  -         215.699 (meters)     707.67  (feet)  COMP
 ON0270  MODELED GRAV-     980,442.6   (mgal)                       NAVD 88
 ON0270
 ON0270  VERT ORDER  -  FIRST     CLASS I
 ON0270
 ON0270.The horizontal coordinates were scaled from a topographic map and have
 ON0270.an estimated accuracy of +/- 6 seconds.
 ON0270
 ON0270.The orthometric height was determined by differential leveling
 ON0270.and adjusted by the National Geodetic Survey in June 1991..
 ON0270.WARNING-Repeat measurements at this control monument indicate possible
 ON0270.vertical movement.
 ON0270
 ON0270.The geoid height was determined by GEOID03.
 ON0270
 ON0270.The dynamic height is computed by dividing the NAVD 88
 ON0270.geopotential number by the normal gravity value computed on the
 ON0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0270.degrees latitude (g = 980.6199 gals.).
 ON0270
 ON0270.The modeled gravity was interpolated from observed gravity values.
 ON0270
 ON0270;                    North         East    Units  Estimated Accuracy
 ON0270;SPC MN S     -   198,890.    1,016,870.      MT  (+/- 180 meters Scaled)
 ON0270
 ON0270                          SUPERSEDED SURVEY CONTROL
 ON0270
 ON0270  NGVD 29 (??/??/92)  215.751  (m)          707.84   (f) ADJ UNCH    1 1
 ON0270
 ON0270.Superseded values are not recommended for survey control.
 ON0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0270.See file dsdata.txt to determine how the superseded data were derived.
 ON0270
 ON0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ364574(NAD 83)
 ON0270_MARKER: DD = SURVEY DISK
 ON0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ON0270_SP_SET: SIDEWALK
 ON0270_STAMPING: 8580 A2 1967
 ON0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0270
 ON0270  HISTORY     - Date     Condition        Report By
 ON0270  HISTORY     - 1967     MONUMENTED       MNHD
 ON0270  HISTORY     - 1970     GOOD             NGS
 ON0270
 ON0270                          STATION DESCRIPTION
 ON0270
 ON0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0270'2.5 MI N FROM LA CRESCENT.
 ON0270'ABOUT 2.35 MILES NORTH ALONG U.S. HIGHWAYS 14 AND 61 FROM THE
 ON0270'HIGHWAY OVERPASS FOR THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 ON0270'RAILROAD AT LA CRESCENT, THENCE 0.15 MILE EAST ALONG INTERSTATE
 ON0270'HIGHWAY 90, 21 FEET NORTH OF THE CENTER LINE OF THE NORTH LANES
 ON0270'OF THE HIGHWAY, SET IN THE TOP AND 13.2 FEET EAST OF THE WEST END
 ON0270'OF THE NORTH CONCRETE WALKWAY ON THE BRIDGE OVER THE MISSISSIPPI
 ON0270'RIVER, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  SEC 33,
 ON0270'T105N, R 4W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0269 ***********************************************************************
 ON0269  DESIGNATION -  8580 A 3
 ON0269  PID         -  ON0269
 ON0269  STATE/COUNTY-  MN/WINONA
 ON0269  USGS QUAD   -  LA CRESCENT (1991)
 ON0269
 ON0269                         *CURRENT SURVEY CONTROL
 ON0269  ___________________________________________________________________
 ON0269* NAD 83(1986)-  43 51 23.     (N)    091 18 16.     (W)     SCALED    
 ON0269* NAVD 88     -       209.220  (meters)     686.42   (feet)  ADJUSTED  
 ON0269  ___________________________________________________________________
 ON0269  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 ON0269  DYNAMIC HT  -         209.184 (meters)     686.30  (feet)  COMP
 ON0269  MODELED GRAV-     980,442.7   (mgal)                       NAVD 88
 ON0269
 ON0269  VERT ORDER  -  FIRST     CLASS I
 ON0269
 ON0269.The horizontal coordinates were scaled from a topographic map and have
 ON0269.an estimated accuracy of +/- 6 seconds.
 ON0269
 ON0269.The orthometric height was determined by differential leveling
 ON0269.and adjusted by the National Geodetic Survey in June 1991..
 ON0269
 ON0269.The geoid height was determined by GEOID03.
 ON0269
 ON0269.The dynamic height is computed by dividing the NAVD 88
 ON0269.geopotential number by the normal gravity value computed on the
 ON0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0269.degrees latitude (g = 980.6199 gals.).
 ON0269
 ON0269.The modeled gravity was interpolated from observed gravity values.
 ON0269
 ON0269;                    North         East    Units  Estimated Accuracy
 ON0269;SPC MN S     -   198,730.    1,016,680.      MT  (+/- 180 meters Scaled)
 ON0269
 ON0269                          SUPERSEDED SURVEY CONTROL
 ON0269
 ON0269  NGVD 29 (??/??/92)  209.235  (m)          686.47   (f) ADJ UNCH    1 1
 ON0269
 ON0269.Superseded values are not recommended for survey control.
 ON0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0269.See file dsdata.txt to determine how the superseded data were derived.
 ON0269
 ON0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ362573(NAD 83)
 ON0269_MARKER: DD = SURVEY DISK
 ON0269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0269_SP_SET: BRIDGE
 ON0269_STAMPING: 8580 A 3 1967
 ON0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0269
 ON0269  HISTORY     - Date     Condition        Report By
 ON0269  HISTORY     - 1967     MONUMENTED       MNHD
 ON0269  HISTORY     - 1970     GOOD             NGS
 ON0269
 ON0269                          STATION DESCRIPTION
 ON0269
 ON0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0269'2.3 MI NW FROM LA CRESCENT.
 ON0269'ABOUT 2.3 MILES NORTHWEST ALONG U.S. HIGHWAYS 14 AND 61 FROM
 ON0269'THE HIGHWAY OVERPASS FOR THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0269'PACIFIC RAILROAD AT LA CRESCENT, 0.1 MILE SOUTHEAST OF THE
 ON0269'HIGHWAY UNDERPASS FOR INTERSTATE HIGHWAY 90, 50 FEET NORTHEAST
 ON0269'OF THE CENTER LINE OF THE NORTHEAST LANES OF U.S. HIGHWAYS 14 AND
 ON0269'61, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 ON0269'ABUTMENT FOR MINNESOTA HIGHWAY BRIDGE NUMBER 85813 WHICH IS
 ON0269'OVER THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AND
 ON0269'IS ON THE ENTRANCE RAMP FROM U.S. HIGHWAYS 14 AND 61 TO THE
 ON0269'SOUTH LANES OF INTERSTATE HIGHWAY 90, 13 1/2 FEET SOUTHEAST OF
 ON0269'THE CENTER LINE OF THE RAMP, AND ABOUT 1/2 FOOT ABOVE THE LEVEL
 ON0269'OF THE BRIDGE FLOOR.  SEC 33, T 105N, R 4W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0271 ***********************************************************************
 ON0271  DESIGNATION -  8580 A 4
 ON0271  PID         -  ON0271
 ON0271  STATE/COUNTY-  MN/WINONA
 ON0271  USGS QUAD   -  LA CRESCENT (1991)
 ON0271
 ON0271                         *CURRENT SURVEY CONTROL
 ON0271  ___________________________________________________________________
 ON0271* NAD 83(1986)-  43 51 27.     (N)    091 18 21.     (W)     SCALED    
 ON0271* NAVD 88     -       211.756  (meters)     694.74   (feet)  ADJUSTED  
 ON0271  ___________________________________________________________________
 ON0271  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 ON0271  DYNAMIC HT  -         211.720 (meters)     694.62  (feet)  COMP
 ON0271  MODELED GRAV-     980,442.9   (mgal)                       NAVD 88
 ON0271
 ON0271  VERT ORDER  -  FIRST     CLASS I
 ON0271
 ON0271.The horizontal coordinates were scaled from a topographic map and have
 ON0271.an estimated accuracy of +/- 6 seconds.
 ON0271
 ON0271.The orthometric height was determined by differential leveling
 ON0271.and adjusted by the National Geodetic Survey in June 1991..
 ON0271
 ON0271.The geoid height was determined by GEOID03.
 ON0271
 ON0271.The dynamic height is computed by dividing the NAVD 88
 ON0271.geopotential number by the normal gravity value computed on the
 ON0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0271.degrees latitude (g = 980.6199 gals.).
 ON0271
 ON0271.The modeled gravity was interpolated from observed gravity values.
 ON0271
 ON0271;                    North         East    Units  Estimated Accuracy
 ON0271;SPC MN S     -   198,850.    1,016,560.      MT  (+/- 180 meters Scaled)
 ON0271
 ON0271                          SUPERSEDED SURVEY CONTROL
 ON0271
 ON0271  NGVD 29 (??/??/92)  211.771  (m)          694.79   (f) ADJ UNCH    1 1
 ON0271
 ON0271.Superseded values are not recommended for survey control.
 ON0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0271.See file dsdata.txt to determine how the superseded data were derived.
 ON0271
 ON0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ361574(NAD 83)
 ON0271_MARKER: DD = SURVEY DISK
 ON0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 ON0271_SP_SET: OVERPASS
 ON0271_STAMPING: 8580 A4 1967
 ON0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0271
 ON0271  HISTORY     - Date     Condition        Report By
 ON0271  HISTORY     - 1967     MONUMENTED       MNHD
 ON0271  HISTORY     - 1970     GOOD             NGS
 ON0271
 ON0271                          STATION DESCRIPTION
 ON0271
 ON0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0271'2.6 MI N FROM LA CRESCENT.
 ON0271'ABOUT 2.55 MILES NORTH ALONG U.S. HIGHWAYS 14 AND 61 FROM THE
 ON0271'HIGHWAY OVERPASS FOR THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 ON0271'RAILROAD AT LA CRESCENT, 18 FEET SOUTHWEST OF THE CENTER LINE
 ON0271'OF THE SOUTHWEST LANES OF THE HIGHWAY, SET IN THE TOP OF THE
 ON0271'SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE INTERSTATE
 ON0271'HIGHWAY 90 OVERPASS FOR THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0271'PACIFIC RAILROAD AND U.S. HIGHWAYS 14 AND 61, 2.4 FEET SOUTH OF
 ON0271'THE SOUTHEAST END OF A GUARDRAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL
 ON0271'OF THE HIGHWAY.  SEC 33, T105N, R 4W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0590 ***********************************************************************
 ON0590  DESIGNATION -  8580 AA
 ON0590  PID         -  ON0590
 ON0590  STATE/COUNTY-  MN/WINONA
 ON0590  USGS QUAD   -  LEWISTON (1974)
 ON0590
 ON0590                         *CURRENT SURVEY CONTROL
 ON0590  ___________________________________________________________________
 ON0590* NAD 83(1996)-  43 56 25.26066(N)    091 46 37.92107(W)     ADJUSTED  
 ON0590* NAVD 88     -       378.402  (meters)    1241.47   (feet)  ADJUSTED  
 ON0590  ___________________________________________________________________
 ON0590  X           -    -142,670.098 (meters)                     COMP
 ON0590  Y           -  -4,598,115.787 (meters)                     COMP
 ON0590  Z           -   4,403,563.189 (meters)                     COMP
 ON0590  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 ON0590  ELLIP HEIGHT-         348.18  (meters)          (02/05/03) GPS OBS
 ON0590  GEOID HEIGHT-         -30.22  (meters)                     GEOID03
 ON0590  DYNAMIC HT  -         378.333 (meters)    1241.25  (feet)  COMP
 ON0590  MODELED GRAV-     980,426.8   (mgal)                       NAVD 88
 ON0590
 ON0590  HORZ ORDER  -  FIRST
 ON0590  VERT ORDER  -  SECOND    CLASS 0
 ON0590  ELLP ORDER  -  THIRD     CLASS II
 ON0590
 ON0590.The horizontal coordinates were established by GPS observations
 ON0590.and adjusted by the MN DEPT OF TRANSP in February 2003..
 ON0590
 ON0590.The orthometric height was determined by differential leveling
 ON0590.and adjusted by the National Geodetic Survey in June 1991..
 ON0590
 ON0590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0590
 ON0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0590
 ON0590.The ellipsoidal height was determined by GPS observations
 ON0590.and is referenced to NAD 83.
 ON0590
 ON0590.The geoid height was determined by GEOID03.
 ON0590
 ON0590.The dynamic height is computed by dividing the NAVD 88
 ON0590.geopotential number by the normal gravity value computed on the
 ON0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0590.degrees latitude (g = 980.6199 gals.).
 ON0590
 ON0590.The modeled gravity was interpolated from observed gravity values.
 ON0590
 ON0590;                    North         East     Units Scale Factor Converg.
 ON0590;SPC MN S     -   206,910.653   978,433.418   MT  0.99996968   +1 33 28.9
 ON0590;UTM  15      - 4,865,974.417   598,135.334   MT  0.99971845   +0 50 54.9
 ON0590
 ON0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0590!SPC MN S     -   0.99994541  x   0.99996968  =   0.99991509
 ON0590!UTM  15      -   0.99994541  x   0.99971845  =   0.99966387
 ON0590
 ON0590:                Primary Azimuth Mark                     Grid Az
 ON0590:SPC MN S     -  RORIVER                                  232 49 31.8
 ON0590:UTM  15      -  RORIVER                                  233 32 05.8
 ON0590
 ON0590|---------------------------------------------------------------------|
 ON0590| PID    Reference Object                     Distance      Geod. Az  |
 ON0590|                                                           dddmmss.s |
 ON0590| DF3975 RORIVER                             423.213 METERS 2342300.7 |
 ON0590|---------------------------------------------------------------------|
 ON0590
 ON0590                          SUPERSEDED SURVEY CONTROL
 ON0590
 ON0590  NAVD 88 (02/05/03)  378.40   (m)         1241.5    (f) LEVELING    3  
 ON0590  NGVD 29 (??/??/92)  378.388  (m)         1241.43   (f) ADJ UNCH    2 0
 ON0590
 ON0590.Superseded values are not recommended for survey control.
 ON0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0590.See file dsdata.txt to determine how the superseded data were derived.
 ON0590
 ON0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9813565974(NAD 83)
 ON0590_MARKER: DB = BENCH MARK DISK
 ON0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0590_STAMPING: 8580 AA 1965
 ON0590_MARK LOGO: MNDT  
 ON0590_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0590+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1996
 ON0590
 ON0590  HISTORY     - Date     Condition        Report By
 ON0590  HISTORY     - 1965     MONUMENTED       MNHD
 ON0590  HISTORY     - 1966     GOOD             MNHD
 ON0590  HISTORY     - 19961010 GOOD             MNDT
 ON0590
 ON0590                          STATION DESCRIPTION
 ON0590
 ON0590'DESCRIBED BY MN HIGHWAY DEPT 1966
 ON0590'0.7 MI E FROM WYATTVILLE.
 ON0590'MARK IS LOCATED IN THE SW 1/4, SECTION 34, T106N, R8W ABOUT 0.7
 ON0590'MILE EAST OF WYATTVILLE NEAR THE W. JONSGAARD FARMSTEAD.  MARK IS
 ON0590'A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 8580 AA 1965,
 ON0590'SET IN A PRE-CAST MONUMENT.  MARK IS ABOUT 375 FEET NORTH OF FUTURE
 ON0590'WESTBOUND F.A.I. 90 (STA. 826+70), 31 FEET SOUTH OF THE CENTERLINE
 ON0590'OF COUNTY ROAD NO. 6, 180 FEET EAST OF THE CENTERLINE OF DRIVEWAY
 ON0590'NORTH TO W. JONSGAARD FARMSTEAD, 1.0 FOOT SOUTH OF A STEEL WITNESS
 ON0590'POST, 1.0 FOOT NORTH OF A FENCE AND PROJECTING 5 INCHES ABOVE
 ON0590'GROUND.
 ON0590
 ON0590                          STATION RECOVERY (1996)
 ON0590
 ON0590'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 ON0590'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 ON0590'THE MARK IS 0.7 MI (1.1 KM) EAST OF WYATTVILLE, 0.65 MI (1.05 KM) EAST
 ON0590'ALONG CO RD 12 FROM JCT OF CO RD 25 AND CO RD 12 IN WYATTVILLE, 31 FT
 ON0590'(9.4 M) SOUTH OF CO RD 12, 325 FT (99.1 M) NORTH OF WB FAI 90, AT FAI
 ON0590'90 STA 826+70, 180 FT (54.9 M) EAST OF FARM DRIVEWAY, 1 FT (0.3 M)
 ON0590'SOUTH OF WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0605 ***********************************************************************
 ON0605  DESIGNATION -  8580 AB
 ON0605  PID         -  ON0605
 ON0605  STATE/COUNTY-  MN/WINONA
 ON0605  USGS QUAD   -  UTICA (1974)
 ON0605
 ON0605                         *CURRENT SURVEY CONTROL
 ON0605  ___________________________________________________________________
 ON0605* NAD 83(1986)-  43 56 00.     (N)    091 52 44.     (W)     SCALED    
 ON0605* NAVD 88     -       359.393  (meters)    1179.11   (feet)  ADJUSTED  
 ON0605  ___________________________________________________________________
 ON0605  GEOID HEIGHT-         -30.09  (meters)                     GEOID03
 ON0605  DYNAMIC HT  -         359.327 (meters)    1178.89  (feet)  COMP
 ON0605  MODELED GRAV-     980,423.0   (mgal)                       NAVD 88
 ON0605
 ON0605  VERT ORDER  -  SECOND    CLASS 0
 ON0605
 ON0605.The horizontal coordinates were scaled from a topographic map and have
 ON0605.an estimated accuracy of +/- 6 seconds.
 ON0605
 ON0605.The orthometric height was determined by differential leveling
 ON0605.and adjusted by the National Geodetic Survey in June 1991..
 ON0605
 ON0605.The geoid height was determined by GEOID03.
 ON0605
 ON0605.The dynamic height is computed by dividing the NAVD 88
 ON0605.geopotential number by the normal gravity value computed on the
 ON0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0605.degrees latitude (g = 980.6199 gals.).
 ON0605
 ON0605.The modeled gravity was interpolated from observed gravity values.
 ON0605
 ON0605;                    North         East    Units  Estimated Accuracy
 ON0605;SPC MN S     -   205,910.      970,290.      MT  (+/- 180 meters Scaled)
 ON0605
 ON0605                          SUPERSEDED SURVEY CONTROL
 ON0605
 ON0605  NGVD 29 (??/??/92)  359.376  (m)         1179.05   (f) ADJ UNCH    2 0
 ON0605
 ON0605.Superseded values are not recommended for survey control.
 ON0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0605.See file dsdata.txt to determine how the superseded data were derived.
 ON0605
 ON0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ899650(NAD 83)
 ON0605_MARKER: DD = SURVEY DISK
 ON0605_SETTING: 0 = UNSPECIFIED SETTING
 ON0605_STAMPING: 8580-AB 1969
 ON0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0605
 ON0605  HISTORY     - Date     Condition        Report By
 ON0605  HISTORY     - 1969     MONUMENTED       MNHD
 ON0605  HISTORY     - 1974     MARK NOT FOUND   USGS
 ON0605
 ON0605                          STATION DESCRIPTION
 ON0605
 ON0605'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0605'3 MI S FROM LEWISTON.
 ON0605'MARK IS LOCATED ON THE EAST R/W OF COUNTY ROAD 29, ABOUT 400 FEET
 ON0605'NORTH OF FAI 94, 2 FEET SOUTH OF A STEEL WITNESS POST AND PROJECTS
 ON0605'ABOUT 3 INCHES ABOVE GROUND.  SW 1/4 SECTION 35, T 106N, R 9W
 ON0605
 ON0605                          STATION RECOVERY (1974)
 ON0605
 ON0605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ON0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0606 ***********************************************************************
 ON0606  DESIGNATION -  8580 AC
 ON0606  PID         -  ON0606
 ON0606  STATE/COUNTY-  MN/WINONA
 ON0606  USGS QUAD   -  UTICA (1974)
 ON0606
 ON0606                         *CURRENT SURVEY CONTROL
 ON0606  ___________________________________________________________________
 ON0606* NAD 83(1986)-  43 55 58.     (N)    091 53 22.     (W)     SCALED    
 ON0606* NAVD 88     -       354.224  (meters)    1162.15   (feet)  ADJUSTED  
 ON0606  ___________________________________________________________________
 ON0606  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 ON0606  DYNAMIC HT  -         354.158 (meters)    1161.93  (feet)  COMP
 ON0606  MODELED GRAV-     980,423.0   (mgal)                       NAVD 88
 ON0606
 ON0606  VERT ORDER  -  SECOND    CLASS 0
 ON0606
 ON0606.The horizontal coordinates were scaled from a topographic map and have
 ON0606.an estimated accuracy of +/- 6 seconds.
 ON0606
 ON0606.The orthometric height was determined by differential leveling
 ON0606.and adjusted by the National Geodetic Survey in June 1991..
 ON0606
 ON0606.The geoid height was determined by GEOID03.
 ON0606
 ON0606.The dynamic height is computed by dividing the NAVD 88
 ON0606.geopotential number by the normal gravity value computed on the
 ON0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0606.degrees latitude (g = 980.6199 gals.).
 ON0606
 ON0606.The modeled gravity was interpolated from observed gravity values.
 ON0606
 ON0606;                    North         East    Units  Estimated Accuracy
 ON0606;SPC MN S     -   205,830.      969,450.      MT  (+/- 180 meters Scaled)
 ON0606
 ON0606                          SUPERSEDED SURVEY CONTROL
 ON0606
 ON0606  NGVD 29 (??/??/92)  354.207  (m)         1162.09   (f) ADJ UNCH    2 0
 ON0606
 ON0606.Superseded values are not recommended for survey control.
 ON0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0606.See file dsdata.txt to determine how the superseded data were derived.
 ON0606
 ON0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ891650(NAD 83)
 ON0606_MARKER: DD = SURVEY DISK
 ON0606_SETTING: 0 = UNSPECIFIED SETTING
 ON0606_STAMPING: 8580 AC 1969
 ON0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0606
 ON0606  HISTORY     - Date     Condition        Report By
 ON0606  HISTORY     - 1969     MONUMENTED       MNHD
 ON0606  HISTORY     - 1974     MARK NOT FOUND   USGS
 ON0606
 ON0606                          STATION DESCRIPTION
 ON0606
 ON0606'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0606'3 MI SSW FROM LEWISTON.
 ON0606'MARK IS LOCATED ON THE SOUTH R/W LINE OF FAI 90, STATION 522 + 00,
 ON0606'ABOUT 0.5 MILES WEST OF COUNTY ROAD 29 - 1 FOOT NORTH OF A STEEL
 ON0606'WITNESS POST (R/W) AND PROJECTS ABOUT 2 INCHES.  NW 1/4 SECTION 3,
 ON0606'T 105N, R 9W
 ON0606
 ON0606                          STATION RECOVERY (1974)
 ON0606
 ON0606'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ON0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0607 ***********************************************************************
 ON0607  DESIGNATION -  8580 AD
 ON0607  PID         -  ON0607
 ON0607  STATE/COUNTY-  MN/WINONA
 ON0607  USGS QUAD   -  UTICA (1974)
 ON0607
 ON0607                         *CURRENT SURVEY CONTROL
 ON0607  ___________________________________________________________________
 ON0607* NAD 83(1986)-  43 55 58.     (N)    091 53 40.     (W)     SCALED    
 ON0607* NAVD 88     -       363.106  (meters)    1191.29   (feet)  ADJUSTED  
 ON0607  ___________________________________________________________________
 ON0607  GEOID HEIGHT-         -30.07  (meters)                     GEOID03
 ON0607  DYNAMIC HT  -         363.039 (meters)    1191.07  (feet)  COMP
 ON0607  MODELED GRAV-     980,423.0   (mgal)                       NAVD 88
 ON0607
 ON0607  VERT ORDER  -  SECOND    CLASS 0
 ON0607
 ON0607.The horizontal coordinates were scaled from a topographic map and have
 ON0607.an estimated accuracy of +/- 6 seconds.
 ON0607
 ON0607.The orthometric height was determined by differential leveling
 ON0607.and adjusted by the National Geodetic Survey in June 1991..
 ON0607
 ON0607.The geoid height was determined by GEOID03.
 ON0607
 ON0607.The dynamic height is computed by dividing the NAVD 88
 ON0607.geopotential number by the normal gravity value computed on the
 ON0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0607.degrees latitude (g = 980.6199 gals.).
 ON0607
 ON0607.The modeled gravity was interpolated from observed gravity values.
 ON0607
 ON0607;                    North         East    Units  Estimated Accuracy
 ON0607;SPC MN S     -   205,820.      969,050.      MT  (+/- 180 meters Scaled)
 ON0607
 ON0607                          SUPERSEDED SURVEY CONTROL
 ON0607
 ON0607  NGVD 29 (??/??/92)  363.089  (m)         1191.23   (f) ADJ UNCH    2 0
 ON0607
 ON0607.Superseded values are not recommended for survey control.
 ON0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0607.See file dsdata.txt to determine how the superseded data were derived.
 ON0607
 ON0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ887650(NAD 83)
 ON0607_MARKER: DD = SURVEY DISK
 ON0607_SETTING: 0 = UNSPECIFIED SETTING
 ON0607_STAMPING: 8580 AD 1969
 ON0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0607
 ON0607  HISTORY     - Date     Condition        Report By
 ON0607  HISTORY     - 1969     MONUMENTED       MNHD
 ON0607
 ON0607                          STATION DESCRIPTION
 ON0607
 ON0607'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0607'3.6 MI S FROM LEWISTON.
 ON0607'MARK IS LOCATED ON THE SOUTH R/W OF FAI 90, STATION 512 + 00 ABOUT
 ON0607'0.6 MILE WEST OF COUNTY ROAD 29, 2 FEET NORTH OF A STEEL WITNESS
 ON0607'POST (R/W) AND FLUSH WITH THE GROUND.  NW 1/4 SECTION 3, T 105N,
 ON0607'R 9W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0608 ***********************************************************************
 ON0608  DESIGNATION -  8580 AE
 ON0608  PID         -  ON0608
 ON0608  STATE/COUNTY-  MN/WINONA
 ON0608  USGS QUAD   -  UTICA (1974)
 ON0608
 ON0608                         *CURRENT SURVEY CONTROL
 ON0608  ___________________________________________________________________
 ON0608* NAD 83(1986)-  43 55 58.     (N)    091 53 53.     (W)     SCALED    
 ON0608* NAVD 88     -       362.017  (meters)    1187.72   (feet)  ADJUSTED  
 ON0608  ___________________________________________________________________
 ON0608  GEOID HEIGHT-         -30.06  (meters)                     GEOID03
 ON0608  DYNAMIC HT  -         361.950 (meters)    1187.50  (feet)  COMP
 ON0608  MODELED GRAV-     980,423.1   (mgal)                       NAVD 88
 ON0608
 ON0608  VERT ORDER  -  SECOND    CLASS 0
 ON0608
 ON0608.The horizontal coordinates were scaled from a topographic map and have
 ON0608.an estimated accuracy of +/- 6 seconds.
 ON0608
 ON0608.The orthometric height was determined by differential leveling
 ON0608.and adjusted by the National Geodetic Survey in June 1991..
 ON0608
 ON0608.The geoid height was determined by GEOID03.
 ON0608
 ON0608.The dynamic height is computed by dividing the NAVD 88
 ON0608.geopotential number by the normal gravity value computed on the
 ON0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0608.degrees latitude (g = 980.6199 gals.).
 ON0608
 ON0608.The modeled gravity was interpolated from observed gravity values.
 ON0608
 ON0608;                    North         East    Units  Estimated Accuracy
 ON0608;SPC MN S     -   205,810.      968,760.      MT  (+/- 180 meters Scaled)
 ON0608
 ON0608                          SUPERSEDED SURVEY CONTROL
 ON0608
 ON0608  NGVD 29 (??/??/92)  362.000  (m)         1187.66   (f) ADJ UNCH    2 0
 ON0608
 ON0608.Superseded values are not recommended for survey control.
 ON0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0608.See file dsdata.txt to determine how the superseded data were derived.
 ON0608
 ON0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ884649(NAD 83)
 ON0608_MARKER: DD = SURVEY DISK
 ON0608_SETTING: 0 = UNSPECIFIED SETTING
 ON0608_STAMPING: 8580 AE 1969
 ON0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0608
 ON0608  HISTORY     - Date     Condition        Report By
 ON0608  HISTORY     - 1969     MONUMENTED       MNHD
 ON0608  HISTORY     - 1974     MARK NOT FOUND   USGS
 ON0608
 ON0608                          STATION DESCRIPTION
 ON0608
 ON0608'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0608'3.7 MI SSW FROM LEWISTON.
 ON0608'MARK IS LOCATED ABOUT 350 FEET EAST OF COUNTY ROAD 14, ON THE SOUTH
 ON0608'R/W OF FAI 90 STATION 503 + 00 2 FEET NORTH OF A STEEL WITNESS
 ON0608'POST AND FLUSH ON THE GROUND.  NW 1/4 SECTION 3, T 105N, R 9W
 ON0608
 ON0608                          STATION RECOVERY (1974)
 ON0608
 ON0608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ON0608'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0609 ***********************************************************************
 ON0609  DESIGNATION -  8580 AF
 ON0609  PID         -  ON0609
 ON0609  STATE/COUNTY-  MN/WINONA
 ON0609  USGS QUAD   -  UTICA (1974)
 ON0609
 ON0609                         *CURRENT SURVEY CONTROL
 ON0609  ___________________________________________________________________
 ON0609* NAD 83(1986)-  43 55 58.     (N)    091 54 33.     (W)     SCALED    
 ON0609* NAVD 88     -       356.610  (meters)    1169.98   (feet)  ADJUSTED  
 ON0609  ___________________________________________________________________
 ON0609  GEOID HEIGHT-         -30.05  (meters)                     GEOID03
 ON0609  DYNAMIC HT  -         356.544 (meters)    1169.76  (feet)  COMP
 ON0609  MODELED GRAV-     980,423.3   (mgal)                       NAVD 88
 ON0609
 ON0609  VERT ORDER  -  SECOND    CLASS 0
 ON0609
 ON0609.The horizontal coordinates were scaled from a topographic map and have
 ON0609.an estimated accuracy of +/- 6 seconds.
 ON0609
 ON0609.The orthometric height was determined by differential leveling
 ON0609.and adjusted by the National Geodetic Survey in June 1991..
 ON0609
 ON0609.The geoid height was determined by GEOID03.
 ON0609
 ON0609.The dynamic height is computed by dividing the NAVD 88
 ON0609.geopotential number by the normal gravity value computed on the
 ON0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0609.degrees latitude (g = 980.6199 gals.).
 ON0609
 ON0609.The modeled gravity was interpolated from observed gravity values.
 ON0609
 ON0609;                    North         East    Units  Estimated Accuracy
 ON0609;SPC MN S     -   205,790.      967,860.      MT  (+/- 180 meters Scaled)
 ON0609
 ON0609                          SUPERSEDED SURVEY CONTROL
 ON0609
 ON0609  NGVD 29 (??/??/92)  356.594  (m)         1169.93   (f) ADJ UNCH    2 0
 ON0609
 ON0609.Superseded values are not recommended for survey control.
 ON0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0609.See file dsdata.txt to determine how the superseded data were derived.
 ON0609
 ON0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ875649(NAD 83)
 ON0609_MARKER: DD = SURVEY DISK
 ON0609_SETTING: 0 = UNSPECIFIED SETTING
 ON0609_STAMPING: 8580-AF-1969
 ON0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0609
 ON0609  HISTORY     - Date     Condition        Report By
 ON0609  HISTORY     - 1969     MONUMENTED       MNHD
 ON0609  HISTORY     - 1974     MARK NOT FOUND   USGS
 ON0609
 ON0609                          STATION DESCRIPTION
 ON0609
 ON0609'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0609'3.6 MI SE FROM UTICA.
 ON0609'ABOUT 0.5 MILES WEST OF CO. RD. 14, ON THE SOUTH R/W FAI 90,
 ON0609'STA. 493+00 AND 2 FEET NORTH OF A STEEL WITNESS POST (R/W).
 ON0609'NW 1/4 SECTION 4, T 105N, R 9W
 ON0609
 ON0609                          STATION RECOVERY (1974)
 ON0609
 ON0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ON0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0610 ***********************************************************************
 ON0610  DESIGNATION -  8580 AG
 ON0610  PID         -  ON0610
 ON0610  STATE/COUNTY-  MN/WINONA
 ON0610  USGS QUAD   -  UTICA (1974)
 ON0610
 ON0610                         *CURRENT SURVEY CONTROL
 ON0610  ___________________________________________________________________
 ON0610* NAD 83(1996)-  43 56 00.74494(N)    091 54 49.04071(W)     ADJUSTED  
 ON0610* NAVD 88     -       358.863  (meters)    1177.37   (feet)  ADJUSTED  
 ON0610  ___________________________________________________________________
 ON0610  X           -    -153,634.934 (meters)                     COMP
 ON0610  Y           -  -4,598,273.867 (meters)                     COMP
 ON0610  Z           -   4,403,004.848 (meters)                     COMP
 ON0610  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 ON0610  ELLIP HEIGHT-         328.81  (meters)          (02/05/03) GPS OBS
 ON0610  GEOID HEIGHT-         -30.04  (meters)                     GEOID03
 ON0610  DYNAMIC HT  -         358.797 (meters)    1177.15  (feet)  COMP
 ON0610  MODELED GRAV-     980,423.5   (mgal)                       NAVD 88
 ON0610
 ON0610  HORZ ORDER  -  FIRST
 ON0610  VERT ORDER  -  SECOND    CLASS 0
 ON0610  ELLP ORDER  -  THIRD     CLASS II
 ON0610
 ON0610.The horizontal coordinates were established by GPS observations
 ON0610.and adjusted by the MN DEPT OF TRANSP in February 2003..
 ON0610
 ON0610.The orthometric height was determined by differential leveling
 ON0610.and adjusted by the National Geodetic Survey in June 1991..
 ON0610
 ON0610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0610
 ON0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0610
 ON0610.The ellipsoidal height was determined by GPS observations
 ON0610.and is referenced to NAD 83.
 ON0610
 ON0610.The geoid height was determined by GEOID03.
 ON0610
 ON0610.The dynamic height is computed by dividing the NAVD 88
 ON0610.geopotential number by the normal gravity value computed on the
 ON0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0610.degrees latitude (g = 980.6199 gals.).
 ON0610
 ON0610.The modeled gravity was interpolated from observed gravity values.
 ON0610
 ON0610;                    North         East     Units Scale Factor Converg.
 ON0610;SPC MN S     -   205,865.609   967,504.010   MT  0.99997084   +1 27 44.6
 ON0610;UTM  15      - 4,865,064.940   587,196.726   MT  0.99969351   +0 45 13.7
 ON0610
 ON0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0610!SPC MN S     -   0.99994844  x   0.99997084  =   0.99991928
 ON0610!UTM  15      -   0.99994844  x   0.99969351  =   0.99964197
 ON0610
 ON0610:                Primary Azimuth Mark                     Grid Az
 ON0610:SPC MN S     -  8580 AJ                                  268 55 55.9
 ON0610:UTM  15      -  8580 AJ                                  269 38 26.8
 ON0610
 ON0610|---------------------------------------------------------------------|
 ON0610| PID    Reference Object                     Distance      Geod. Az  |
 ON0610|                                                           dddmmss.s |
 ON0610| ON0614 8580 AJ                             APPROX. 0.8 KM 2702340.5 |
 ON0610|---------------------------------------------------------------------|
 ON0610
 ON0610                          SUPERSEDED SURVEY CONTROL
 ON0610
 ON0610  NAVD 88 (02/05/03)  358.86   (m)         1177.4    (f) LEVELING    3  
 ON0610  NGVD 29 (??/??/92)  358.848  (m)         1177.32   (f) ADJ UNCH    2 0
 ON0610
 ON0610.Superseded values are not recommended for survey control.
 ON0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0610.See file dsdata.txt to determine how the superseded data were derived.
 ON0610
 ON0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8719765065(NAD 83)
 ON0610_MARKER: DB = BENCH MARK DISK
 ON0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0610_STAMPING: 8580 AG 1969
 ON0610_MARK LOGO: MNDT  
 ON0610_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0610+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1996
 ON0610
 ON0610  HISTORY     - Date     Condition        Report By
 ON0610  HISTORY     - 1969     MONUMENTED       MNHD
 ON0610  HISTORY     - 1974     MARK NOT FOUND   USGS
 ON0610  HISTORY     - 19961014 GOOD             MNDT
 ON0610
 ON0610                          STATION DESCRIPTION
 ON0610
 ON0610'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0610'3.4 MI SW FROM UTICA.
 ON0610'ON THE NORTH R/W FAI 90, STA. 462+00, ABOUT 0.3 MILES EAST OF
 ON0610'TOWNSHIP RD. NORTH, 30 FEET SOUTH OF COUNTY ROAD 14, 1 FOOT SOUTH
 ON0610'OF STEEL WITNESS POST (R/W) AND PROJECTS 2 INCHES ABOVE GROUND.
 ON0610'NW 1/4 SECTION 4, T 105N, R 9W
 ON0610
 ON0610                          STATION RECOVERY (1974)
 ON0610
 ON0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ON0610'MARK NOT FOUND.
 ON0610
 ON0610                          STATION RECOVERY (1996)
 ON0610
 ON0610'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 ON0610'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 ON0610'THE MARK IS 3.4 MI (5.5 KM) SW OF UTICA, 1.75 MI (2.82 KM) WEST ALONG
 ON0610'FAI 90 FROM JCT OF FAI 90 AND CO RD 29 ABOUT 3.5 MI (5.6 KM) SOUTH OF
 ON0610'LEWISTON, AT FAI 90 MP 241.0, 88.5 FT (27.0 M) NORTH OF WB FAI 90, AT
 ON0610'FAI 90 STA 462+00, 147 FT (44.8 M) NW OF FAI 90 MILEPOST 241, 12 FT
 ON0610'(3.7 M) SOUTH OF FENCE, 2.0 FT (0.6 M) WEST OF WIT POST, RECESSED 1
 ON0610'IN, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0613 ***********************************************************************
 ON0613  DESIGNATION -  8580 AH 1
 ON0613  PID         -  ON0613
 ON0613  STATE/COUNTY-  MN/WINONA
 ON0613  USGS QUAD   -  UTICA (1974)
 ON0613
 ON0613                         *CURRENT SURVEY CONTROL
 ON0613  ___________________________________________________________________
 ON0613* NAD 83(1996)-  43 56 01.61902(N)    091 55 12.07439(W)     ADJUSTED  
 ON0613* NAVD 88     -       357.111  (meters)    1171.62   (feet)  ADJUSTED  
 ON0613  ___________________________________________________________________
 ON0613  X           -    -154,147.755 (meters)                     COMP
 ON0613  Y           -  -4,598,236.728 (meters)                     COMP
 ON0613  Z           -   4,403,023.076 (meters)                     COMP
 ON0613  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 ON0613  ELLIP HEIGHT-         327.08  (meters)          (10/06/03) GPS OBS
 ON0613  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 ON0613  DYNAMIC HT  -         357.045 (meters)    1171.41  (feet)  COMP
 ON0613  MODELED GRAV-     980,423.7   (mgal)                       NAVD 88
 ON0613
 ON0613  HORZ ORDER  -  FIRST
 ON0613  VERT ORDER  -  SECOND    CLASS 0
 ON0613  ELLP ORDER  -  THIRD     CLASS II
 ON0613
 ON0613.The horizontal coordinates were established by GPS observations
 ON0613.and adjusted by the MN DEPT OF TRANSP in October 2003..
 ON0613
 ON0613.The orthometric height was determined by differential leveling
 ON0613.and adjusted by the National Geodetic Survey in June 1991..
 ON0613
 ON0613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0613
 ON0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0613
 ON0613.The ellipsoidal height was determined by GPS observations
 ON0613.and is referenced to NAD 83.
 ON0613
 ON0613.The geoid height was determined by GEOID03.
 ON0613
 ON0613.The dynamic height is computed by dividing the NAVD 88
 ON0613.geopotential number by the normal gravity value computed on the
 ON0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0613.degrees latitude (g = 980.6199 gals.).
 ON0613
 ON0613.The modeled gravity was interpolated from observed gravity values.
 ON0613
 ON0613;                    North         East     Units Scale Factor Converg.
 ON0613;SPC MN S     -   205,879.487   966,989.754   MT  0.99997080   +1 27 28.5
 ON0613;UTM  15      - 4,865,085.170   586,682.823   MT  0.99969241   +0 44 57.7
 ON0613
 ON0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0613!SPC MN S     -   0.99994871  x   0.99997080  =   0.99991952
 ON0613!UTM  15      -   0.99994871  x   0.99969241  =   0.99964114
 ON0613
 ON0613                          SUPERSEDED SURVEY CONTROL
 ON0613
 ON0613  NAVD 88 (10/06/03)  357.11   (m)         1171.6    (f) LEVELING    3  
 ON0613  NGVD 29 (??/??/92)  357.095  (m)         1171.57   (f) ADJ UNCH    2 0
 ON0613
 ON0613.Superseded values are not recommended for survey control.
 ON0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0613.See file dsdata.txt to determine how the superseded data were derived.
 ON0613
 ON0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8668365085(NAD 83)
 ON0613_MARKER: DD = SURVEY DISK
 ON0613_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 ON0613_STAMPING: 8580 AH 1 1969
 ON0613_MARK LOGO: MNDT  
 ON0613_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0613+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001
 ON0613
 ON0613  HISTORY     - Date     Condition        Report By
 ON0613  HISTORY     - 1969     MONUMENTED       MNDT
 ON0613  HISTORY     - 20010401 GOOD             MNDT
 ON0613
 ON0613                          STATION DESCRIPTION
 ON0613
 ON0613'DESCRIBED BY MN DEPT OF TRANSP 1969
 ON0613'3.2 MI SSW FROM UTICA.
 ON0613'35 FEET NORTH OF COUNTY ROAD 14, 120 FEET WEST OF A TOWNSHIP ROAD
 ON0613'NORTH (GRAVEL), 2 FEET SOUTH OF A STEEL WITNESS POST, AND BURIED
 ON0613'1 INCH BELOW GROUND.  SE 1/4 SECTION 32, T 106N, R 9W
 ON0613
 ON0613                          STATION RECOVERY (2001)
 ON0613
 ON0613'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 ON0613'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 3.2 MI SSW OF
 ON0613'UTICA, 0.1 MI NORTH ALONG CO RD 29 FROM JCT OF CO RD 29 AND FAI   90
 ON0613'ABOUT 3.5 MI SOUTH OF LEWISTON THEN 2.1 MI WEST ON CO RD 14, 41.5 FT
 ON0613'NORTH   OF CO RD 14, 180 FT WEST OF TWP RD NORTH, 1.7 FT S OUTH OF WIT
 ON0613'POST, STA         RECESSED 0.2 FT BELOW GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0614 ***********************************************************************
 ON0614  DESIGNATION -  8580 AJ
 ON0614  PID         -  ON0614
 ON0614  STATE/COUNTY-  MN/WINONA
 ON0614  USGS QUAD   -  UTICA (1974)
 ON0614
 ON0614                         *CURRENT SURVEY CONTROL
 ON0614  ___________________________________________________________________
 ON0614* NAD 83(1996)-  43 56 00.91827(N)    091 55 24.16870(W)     ADJUSTED  
 ON0614* NAVD 88     -       357.836  (meters)    1174.00   (feet)  ADJUSTED  
 ON0614  ___________________________________________________________________
 ON0614  X           -    -154,417.893 (meters)                     COMP
 ON0614  Y           -  -4,598,243.206 (meters)                     COMP
 ON0614  Z           -   4,403,008.007 (meters)                     COMP
 ON0614  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 ON0614  ELLIP HEIGHT-         327.81  (meters)          (02/05/03) GPS OBS
 ON0614  GEOID HEIGHT-         -30.03  (meters)                     GEOID03
 ON0614  DYNAMIC HT  -         357.770 (meters)    1173.78  (feet)  COMP
 ON0614  MODELED GRAV-     980,423.8   (mgal)                       NAVD 88
 ON0614
 ON0614  HORZ ORDER  -  FIRST
 ON0614  VERT ORDER  -  SECOND    CLASS 0
 ON0614  ELLP ORDER  -  THIRD     CLASS II
 ON0614
 ON0614.The horizontal coordinates were established by GPS observations
 ON0614.and adjusted by the MN DEPT OF TRANSP in February 2003..
 ON0614
 ON0614.The orthometric height was determined by differential leveling
 ON0614.and adjusted by the National Geodetic Survey in June 1991..
 ON0614
 ON0614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0614
 ON0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0614
 ON0614.The ellipsoidal height was determined by GPS observations
 ON0614.and is referenced to NAD 83.
 ON0614
 ON0614.The geoid height was determined by GEOID03.
 ON0614
 ON0614.The dynamic height is computed by dividing the NAVD 88
 ON0614.geopotential number by the normal gravity value computed on the
 ON0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0614.degrees latitude (g = 980.6199 gals.).
 ON0614
 ON0614.The modeled gravity was interpolated from observed gravity values.
 ON0614
 ON0614;                    North         East     Units Scale Factor Converg.
 ON0614;SPC MN S     -   205,851.009   966,720.644   MT  0.99997083   +1 27 20.0
 ON0614;UTM  15      - 4,865,060.029   586,413.457   MT  0.99969184   +0 44 49.3
 ON0614
 ON0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0614!SPC MN S     -   0.99994860  x   0.99997083  =   0.99991943
 ON0614!UTM  15      -   0.99994860  x   0.99969184  =   0.99964046
 ON0614
 ON0614:                Primary Azimuth Mark                     Grid Az
 ON0614:SPC MN S     -  8580 AG                                  088 55 56.1
 ON0614:UTM  15      -  8580 AG                                  089 38 26.8
 ON0614
 ON0614|---------------------------------------------------------------------|
 ON0614| PID    Reference Object                     Distance      Geod. Az  |
 ON0614|                                                           dddmmss.s |
 ON0614| ON0610 8580 AG                             APPROX. 0.8 KM 0902316.1 |
 ON0614| ON0616 8580 AL                             APPROX. 0.8 KM 2594202.3 |
 ON0614|---------------------------------------------------------------------|
 ON0614
 ON0614                          SUPERSEDED SURVEY CONTROL
 ON0614
 ON0614  NAVD 88 (02/05/03)  357.84   (m)         1174.0    (f) LEVELING    3  
 ON0614  NGVD 29 (??/??/92)  357.821  (m)         1173.95   (f) ADJ UNCH    2 0
 ON0614
 ON0614.Superseded values are not recommended for survey control.
 ON0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0614.See file dsdata.txt to determine how the superseded data were derived.
 ON0614
 ON0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8641365060(NAD 83)
 ON0614_MARKER: DB = BENCH MARK DISK
 ON0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0614_STAMPING: 8580 AJ 1969
 ON0614_MARK LOGO: MNDT  
 ON0614_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0614+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1996
 ON0614
 ON0614  HISTORY     - Date     Condition        Report By
 ON0614  HISTORY     - 1969     MONUMENTED       MNHD
 ON0614  HISTORY     - 19961015 GOOD             MNDT
 ON0614
 ON0614                          STATION DESCRIPTION
 ON0614
 ON0614'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0614'3.1 MI SSW FROM UTICA.
 ON0614'ABOUT 0.2 MILES WEST OF A TOWNSHIP ROAD, 125 FEET WEST OF A HIGH
 ON0614'TENSION POWER LINE CROSSING, ON THE NORTH R/W OF FAI 90, STATION
 ON0614'436+000, 1 FOOT SOUTH OF A STEEL WITNESS POST (R/W) AND PROJECTS
 ON0614'ABOUT 1 INCH ABOVE GROUND.  SE 1/4 SECTION 32, T 106N, R 9W
 ON0614
 ON0614                          STATION RECOVERY (1996)
 ON0614
 ON0614'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 ON0614'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 ON0614'THE MARK IS 3.1 MI (5.0 KM) SSE OF UTICA, 0.1 MI (0.2 KM) NORTH ALONG
 ON0614'CO RD 29 FROM JCT OF CO RD 29 AND FAI 90 ABOUT 3.5 MI (5.6 KM) SOUTH
 ON0614'OF LEWISTON, THENCE 2.2 MI (3.5 KM) WEST ON CO RD 14, 0.2 MI (0.3 KM)
 ON0614'WEST OF TWP RD, AT FAI 90 MP 240.55, 101 FT (30.8 M) NORTH OF FAI 90,
 ON0614'33 FT (10.1 M) SOUTH OF CO RD 14, 125 FT (38.1 M) WEST OF POWERLINE
 ON0614'CROSSING, AT FAI 90 STA 436+00, 0.8 FT (24.4 CM) NORTH OF R/W FENCE,
 ON0614'0.7 FT (21.3 CM) SOUTH OF WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR
 ON0614'GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0615 ***********************************************************************
 ON0615  DESIGNATION -  8580 AK
 ON0615  PID         -  ON0615
 ON0615  STATE/COUNTY-  MN/WINONA
 ON0615  USGS QUAD   -  UTICA (1974)
 ON0615
 ON0615                         *CURRENT SURVEY CONTROL
 ON0615  ___________________________________________________________________
 ON0615* NAD 83(1986)-  43 55 58.     (N)    091 55 45.     (W)     SCALED    
 ON0615* NAVD 88     -       358.427  (meters)    1175.94   (feet)  ADJUSTED  
 ON0615  ___________________________________________________________________
 ON0615  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 ON0615  DYNAMIC HT  -         358.361 (meters)    1175.72  (feet)  COMP
 ON0615  MODELED GRAV-     980,423.9   (mgal)                       NAVD 88
 ON0615
 ON0615  VERT ORDER  -  SECOND    CLASS 0
 ON0615
 ON0615.The horizontal coordinates were scaled from a topographic map and have
 ON0615.an estimated accuracy of +/- 6 seconds.
 ON0615
 ON0615.The orthometric height was determined by differential leveling
 ON0615.and adjusted by the National Geodetic Survey in June 1991..
 ON0615
 ON0615.The geoid height was determined by GEOID03.
 ON0615
 ON0615.The dynamic height is computed by dividing the NAVD 88
 ON0615.geopotential number by the normal gravity value computed on the
 ON0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0615.degrees latitude (g = 980.6199 gals.).
 ON0615
 ON0615.The modeled gravity was interpolated from observed gravity values.
 ON0615
 ON0615;                    North         East    Units  Estimated Accuracy
 ON0615;SPC MN S     -   205,750.      966,260.      MT  (+/- 180 meters Scaled)
 ON0615
 ON0615                          SUPERSEDED SURVEY CONTROL
 ON0615
 ON0615  NGVD 29 (??/??/92)  358.411  (m)         1175.89   (f) ADJ UNCH    2 0
 ON0615
 ON0615.Superseded values are not recommended for survey control.
 ON0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0615.See file dsdata.txt to determine how the superseded data were derived.
 ON0615
 ON0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ859649(NAD 83)
 ON0615_MARKER: DD = SURVEY DISK
 ON0615_SETTING: 0 = UNSPECIFIED SETTING
 ON0615_STAMPING: 8580 AK 1969
 ON0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0615
 ON0615  HISTORY     - Date     Condition        Report By
 ON0615  HISTORY     - 1969     MONUMENTED       MNHD
 ON0615
 ON0615                          STATION DESCRIPTION
 ON0615
 ON0615'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0615'3.2 MI SSE FROM UTICA.
 ON0615'ABOUT 50 FEET WEST OF A TOWNSHIP ROAD CENTER LINE, ON THE SOUTH
 ON0615'R/W OF FAI 90, STATION 419+60, 2 FEET NORTH OF A STEEL WITNESS
 ON0615'POST AND FLUSH WITH THE GROUND.  NW 1/4 SECTION 5, T 105N, R 9W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0616 ***********************************************************************
 ON0616  DESIGNATION -  8580 AL
 ON0616  PID         -  ON0616
 ON0616  STATE/COUNTY-  MN/WINONA
 ON0616  USGS QUAD   -  UTICA (1974)
 ON0616
 ON0616                         *CURRENT SURVEY CONTROL
 ON0616  ___________________________________________________________________
 ON0616* NAD 83(1996)-  43 55 56.31997(N)    091 55 59.17221(W)     ADJUSTED  
 ON0616* NAVD 88     -       359.981  (meters)    1181.04   (feet)  ADJUSTED  
 ON0616  ___________________________________________________________________
 ON0616  X           -    -155,201.595 (meters)                     COMP
 ON0616  Y           -  -4,598,316.892 (meters)                     COMP
 ON0616  Z           -   4,402,907.280 (meters)                     COMP
 ON0616  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 ON0616  ELLIP HEIGHT-         329.95  (meters)          (02/05/03) GPS OBS
 ON0616  GEOID HEIGHT-         -30.02  (meters)                     GEOID03
 ON0616  DYNAMIC HT  -         359.914 (meters)    1180.82  (feet)  COMP
 ON0616  MODELED GRAV-     980,424.0   (mgal)                       NAVD 88
 ON0616
 ON0616  HORZ ORDER  -  FIRST
 ON0616  VERT ORDER  -  SECOND    CLASS 0
 ON0616  ELLP ORDER  -  THIRD     CLASS II
 ON0616
 ON0616.The horizontal coordinates were established by GPS observations
 ON0616.and adjusted by the MN DEPT OF TRANSP in February 2003..
 ON0616
 ON0616.The orthometric height was determined by differential leveling
 ON0616.and adjusted by the National Geodetic Survey in June 1991..
 ON0616
 ON0616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0616
 ON0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0616
 ON0616.The ellipsoidal height was determined by GPS observations
 ON0616.and is referenced to NAD 83.
 ON0616
 ON0616.The geoid height was determined by GEOID03.
 ON0616
 ON0616.The dynamic height is computed by dividing the NAVD 88
 ON0616.geopotential number by the normal gravity value computed on the
 ON0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0616.degrees latitude (g = 980.6199 gals.).
 ON0616
 ON0616.The modeled gravity was interpolated from observed gravity values.
 ON0616
 ON0616;                    North         East     Units Scale Factor Converg.
 ON0616;SPC MN S     -   205,689.351   965,943.775   MT  0.99997105   +1 26 55.5
 ON0616;UTM  15      - 4,864,908.033   585,634.867   MT  0.99969019   +0 44 25.0
 ON0616
 ON0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0616!SPC MN S     -   0.99994826  x   0.99997105  =   0.99991932
 ON0616!UTM  15      -   0.99994826  x   0.99969019  =   0.99963847
 ON0616
 ON0616:                Primary Azimuth Mark                     Grid Az
 ON0616:SPC MN S     -  8580 AJ                                  078 14 42.5
 ON0616:UTM  15      -  8580 AJ                                  078 57 13.0
 ON0616
 ON0616|---------------------------------------------------------------------|
 ON0616| PID    Reference Object                     Distance      Geod. Az  |
 ON0616|                                                           dddmmss.s |
 ON0616| ON0614 8580 AJ                             APPROX. 0.8 KM 0794138.0 |
 ON0616|---------------------------------------------------------------------|
 ON0616
 ON0616                          SUPERSEDED SURVEY CONTROL
 ON0616
 ON0616  NAVD 88 (02/05/03)  359.98   (m)         1181.0    (f) LEVELING    3  
 ON0616  NGVD 29 (??/??/92)  359.965  (m)         1180.99   (f) ADJ UNCH    2 0
 ON0616
 ON0616.Superseded values are not recommended for survey control.
 ON0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0616.See file dsdata.txt to determine how the superseded data were derived.
 ON0616
 ON0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8563564908(NAD 83)
 ON0616_MARKER: DB = BENCH MARK DISK
 ON0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0616_STAMPING: 8580 AL 1969
 ON0616_MARK LOGO: MNDT  
 ON0616_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0616+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1996
 ON0616
 ON0616  HISTORY     - Date     Condition        Report By
 ON0616  HISTORY     - 1969     MONUMENTED       MNHD
 ON0616  HISTORY     - 19961015 GOOD             MNDT
 ON0616
 ON0616                          STATION DESCRIPTION
 ON0616
 ON0616'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0616'3.2 MI S FROM UTICA.
 ON0616'ABOUT 0.3 MILE WEST OF DEAD-END ROAD SOUTH, ON THE SOUTH R/W FAI
 ON0616'90, STATION 410+00, 2 FEET NORTH OF A STEEL WITNESS POST (R/W)
 ON0616'AND FLUSH WITH THE GROUND.  NW 1/4 SECTION 5, T 105N, R 9W
 ON0616
 ON0616                          STATION RECOVERY (1996)
 ON0616
 ON0616'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 ON0616'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 ON0616'THE MARK IS 3.2 MI (5.1 KM) SOUTH OF UTICA, 2.75 MI (4.43 KM) WEST
 ON0616'ALONG FAI 90 FROM JCT OF FAI 90 AND CO RD 29 ABOUT 3.5 MI (5.6 KM)
 ON0616'SOUTH OF LEWISTON, 0.3 MI (0.5 KM) WEST OF DEADEND RD SOUTH, AT FAI 90
 ON0616'MP 240.05, 113 FT (34.4 M) SOUTH OF EB FAI 90, AT FAI 90 STA 410+00,
 ON0616'0.5 FT (15.2 CM) SOUTH OF R/W FENCE, 0.8 FT (24.4 CM) NORTH OF WIT
 ON0616'POST, PROJECTS 1 IN, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0617 ***********************************************************************
 ON0617  DESIGNATION -  8580 AM
 ON0617  PID         -  ON0617
 ON0617  STATE/COUNTY-  MN/WINONA
 ON0617  USGS QUAD   -  UTICA (1974)
 ON0617
 ON0617                         *CURRENT SURVEY CONTROL
 ON0617  ___________________________________________________________________
 ON0617* NAD 83(1986)-  43 55 56.     (N)    091 56 21.     (W)     SCALED    
 ON0617* NAVD 88     -       358.125  (meters)    1174.95   (feet)  ADJUSTED  
 ON0617  ___________________________________________________________________
 ON0617  GEOID HEIGHT-         -30.01  (meters)                     GEOID03
 ON0617  DYNAMIC HT  -         358.059 (meters)    1174.73  (feet)  COMP
 ON0617  MODELED GRAV-     980,424.2   (mgal)                       NAVD 88
 ON0617
 ON0617  VERT ORDER  -  SECOND    CLASS 0
 ON0617
 ON0617.The horizontal coordinates were scaled from a topographic map and have
 ON0617.an estimated accuracy of +/- 6 seconds.
 ON0617
 ON0617.The orthometric height was determined by differential leveling
 ON0617.and adjusted by the National Geodetic Survey in June 1991..
 ON0617
 ON0617.The geoid height was determined by GEOID03.
 ON0617
 ON0617.The dynamic height is computed by dividing the NAVD 88
 ON0617.geopotential number by the normal gravity value computed on the
 ON0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0617.degrees latitude (g = 980.6199 gals.).
 ON0617
 ON0617.The modeled gravity was interpolated from observed gravity values.
 ON0617
 ON0617;                    North         East    Units  Estimated Accuracy
 ON0617;SPC MN S     -   205,670.      965,460.      MT  (+/- 180 meters Scaled)
 ON0617
 ON0617                          SUPERSEDED SURVEY CONTROL
 ON0617
 ON0617  NGVD 29 (??/??/92)  358.110  (m)         1174.90   (f) ADJ UNCH    2 0
 ON0617
 ON0617.Superseded values are not recommended for survey control.
 ON0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0617.See file dsdata.txt to determine how the superseded data were derived.
 ON0617
 ON0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ851648(NAD 83)
 ON0617_MARKER: DD = SURVEY DISK
 ON0617_SETTING: 0 = UNSPECIFIED SETTING
 ON0617_STAMPING: 8580 AM 1969
 ON0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0617
 ON0617  HISTORY     - Date     Condition        Report By
 ON0617  HISTORY     - 1969     MONUMENTED       MNHD
 ON0617
 ON0617                          STATION DESCRIPTION
 ON0617
 ON0617'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0617'3.1 MI S FROM UTICA.
 ON0617'ON THE NORTH R/W FAI 90, STATION 394+00, AND 1 FOOT SOUTH OF A
 ON0617'STEEL WITNESS POST (R/W) ABOUT 300 FEET SOUTH OF THE JUNCTION OF
 ON0617'COUNTY ROADS 14 AND 21.  SECTIONS 5 AND 6, T105N, AND SECTIONS
 ON0617'31 AND 32, T106N, R 9W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0619 ***********************************************************************
 ON0619  DESIGNATION -  8580 AN
 ON0619  PID         -  ON0619
 ON0619  STATE/COUNTY-  MN/WINONA
 ON0619  USGS QUAD   -  UTICA (1974)
 ON0619
 ON0619                         *CURRENT SURVEY CONTROL
 ON0619  ___________________________________________________________________
 ON0619* NAD 83(1986)-  43 55 51.     (N)    091 56 54.     (W)     SCALED    
 ON0619* NAVD 88     -       385.131  (meters)    1263.55   (feet)  ADJUSTED  
 ON0619  ___________________________________________________________________
 ON0619  GEOID HEIGHT-         -30.00  (meters)                     GEOID03
 ON0619  DYNAMIC HT  -         385.060 (meters)    1263.32  (feet)  COMP
 ON0619  MODELED GRAV-     980,424.4   (mgal)                       NAVD 88
 ON0619
 ON0619  VERT ORDER  -  SECOND    CLASS 0
 ON0619
 ON0619.The horizontal coordinates were scaled from a topographic map and have
 ON0619.an estimated accuracy of +/- 6 seconds.
 ON0619
 ON0619.The orthometric height was determined by differential leveling
 ON0619.and adjusted by the National Geodetic Survey in June 1991..
 ON0619
 ON0619.The geoid height was determined by GEOID03.
 ON0619
 ON0619.The dynamic height is computed by dividing the NAVD 88
 ON0619.geopotential number by the normal gravity value computed on the
 ON0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0619.degrees latitude (g = 980.6199 gals.).
 ON0619
 ON0619.The modeled gravity was interpolated from observed gravity values.
 ON0619
 ON0619;                    North         East    Units  Estimated Accuracy
 ON0619;SPC MN S     -   205,490.      964,730.      MT  (+/- 180 meters Scaled)
 ON0619
 ON0619                          SUPERSEDED SURVEY CONTROL
 ON0619
 ON0619  NGVD 29 (??/??/92)  385.117  (m)         1263.50   (f) ADJ UNCH    2 0
 ON0619
 ON0619.Superseded values are not recommended for survey control.
 ON0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0619.See file dsdata.txt to determine how the superseded data were derived.
 ON0619
 ON0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ844647(NAD 83)
 ON0619_MARKER: DD = SURVEY DISK
 ON0619_SETTING: 0 = UNSPECIFIED SETTING
 ON0619_STAMPING: 8580 AN 1969
 ON0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0619
 ON0619  HISTORY     - Date     Condition        Report By
 ON0619  HISTORY     - 1969     MONUMENTED       MNHD
 ON0619
 ON0619                          STATION DESCRIPTION
 ON0619
 ON0619'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0619'3.1 MI S FROM UTICA.
 ON0619'ON THE NORTH R/W OF FAI 90, STATION 378+00, AND 1 FOOT SOUTH OF A
 ON0619'STEEL WITNESS POST (R/W), ABOUT 0.4 MILES WEST OF THE JUNCTION
 ON0619'OF COUNTY ROADS 14 AND 18.  NE 1/4 SECTION 6, T 105N, R 9W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0620 ***********************************************************************
 ON0620  DESIGNATION -  8580 AO
 ON0620  PID         -  ON0620
 ON0620  STATE/COUNTY-  MN/WINONA
 ON0620  USGS QUAD   -  UTICA (1974)
 ON0620
 ON0620                         *CURRENT SURVEY CONTROL
 ON0620  ___________________________________________________________________
 ON0620* NAD 83(1986)-  43 55 53.     (N)    091 57 18.     (W)     SCALED    
 ON0620* NAVD 88     -       392.960  (meters)    1289.24   (feet)  ADJUSTED  
 ON0620  ___________________________________________________________________
 ON0620  GEOID HEIGHT-         -29.99  (meters)                     GEOID03
 ON0620  DYNAMIC HT  -         392.889 (meters)    1289.00  (feet)  COMP
 ON0620  MODELED GRAV-     980,424.7   (mgal)                       NAVD 88
 ON0620
 ON0620  VERT ORDER  -  SECOND    CLASS 0
 ON0620
 ON0620.The horizontal coordinates were scaled from a topographic map and have
 ON0620.an estimated accuracy of +/- 6 seconds.
 ON0620
 ON0620.The orthometric height was determined by differential leveling
 ON0620.and adjusted by the National Geodetic Survey in June 1991..
 ON0620
 ON0620.The geoid height was determined by GEOID03.
 ON0620
 ON0620.The dynamic height is computed by dividing the NAVD 88
 ON0620.geopotential number by the normal gravity value computed on the
 ON0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0620.degrees latitude (g = 980.6199 gals.).
 ON0620
 ON0620.The modeled gravity was interpolated from observed gravity values.
 ON0620
 ON0620;                    North         East    Units  Estimated Accuracy
 ON0620;SPC MN S     -   205,540.      964,190.      MT  (+/- 180 meters Scaled)
 ON0620
 ON0620                          SUPERSEDED SURVEY CONTROL
 ON0620
 ON0620  NGVD 29 (??/??/92)  392.946  (m)         1289.19   (f) ADJ UNCH    2 0
 ON0620
 ON0620.Superseded values are not recommended for survey control.
 ON0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0620.See file dsdata.txt to determine how the superseded data were derived.
 ON0620
 ON0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ838647(NAD 83)
 ON0620_MARKER: DD = SURVEY DISK
 ON0620_SETTING: 0 = UNSPECIFIED SETTING
 ON0620_STAMPING: 8580 AO 1969
 ON0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0620
 ON0620  HISTORY     - Date     Condition        Report By
 ON0620  HISTORY     - 1969     MONUMENTED       MNHD
 ON0620
 ON0620                          STATION DESCRIPTION
 ON0620
 ON0620'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0620'3.2 MI S FROM UTICA.
 ON0620'ABOUT 0.5 MILE EAST OF COUNTY ROAD 33, ON THE SOUTH R/W FAI 90,
 ON0620'STATION 356+00, 1 FOOT NORTH OF A STEEL WITNESS POST (R/W), AND
 ON0620'PROJECTS ABOUT 1 INCH.  NW 1/4 SECTION 6, T105N, R 9W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0624 ***********************************************************************
 ON0624  DESIGNATION -  8580 AP
 ON0624  PID         -  ON0624
 ON0624  STATE/COUNTY-  MN/WINONA
 ON0624  USGS QUAD   -  UTICA (1974)
 ON0624
 ON0624                         *CURRENT SURVEY CONTROL
 ON0624  ___________________________________________________________________
 ON0624* NAD 83(1996)-  43 56 02.02170(N)    091 57 45.26750(W)     ADJUSTED  
 ON0624* NAVD 88     -       397.311  (meters)    1303.51   (feet)  ADJUSTED  
 ON0624  ___________________________________________________________________
 ON0624  X           -    -157,563.526 (meters)                     COMP
 ON0624  Y           -  -4,598,141.325 (meters)                     COMP
 ON0624  Z           -   4,403,059.953 (meters)                     COMP
 ON0624  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 ON0624  ELLIP HEIGHT-         367.33  (meters)          (02/05/03) GPS OBS
 ON0624  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 ON0624  DYNAMIC HT  -         397.239 (meters)    1303.28  (feet)  COMP
 ON0624  MODELED GRAV-     980,425.3   (mgal)                       NAVD 88
 ON0624
 ON0624  HORZ ORDER  -  FIRST
 ON0624  VERT ORDER  -  SECOND    CLASS 0
 ON0624  ELLP ORDER  -  THIRD     CLASS II
 ON0624
 ON0624.The horizontal coordinates were established by GPS observations
 ON0624.and adjusted by the MN DEPT OF TRANSP in February 2003..
 ON0624
 ON0624.The orthometric height was determined by differential leveling
 ON0624.and adjusted by the National Geodetic Survey in June 1991..
 ON0624
 ON0624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0624
 ON0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0624
 ON0624.The ellipsoidal height was determined by GPS observations
 ON0624.and is referenced to NAD 83.
 ON0624
 ON0624.The geoid height was determined by GEOID03.
 ON0624
 ON0624.The dynamic height is computed by dividing the NAVD 88
 ON0624.geopotential number by the normal gravity value computed on the
 ON0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0624.degrees latitude (g = 980.6199 gals.).
 ON0624
 ON0624.The modeled gravity was interpolated from observed gravity values.
 ON0624
 ON0624;                    North         East     Units Scale Factor Converg.
 ON0624;SPC MN S     -   205,805.868   963,573.768   MT  0.99997078   +1 25 41.1
 ON0624;UTM  15      - 4,865,053.801   583,267.152   MT  0.99968528   +0 43 11.4
 ON0624
 ON0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0624!SPC MN S     -   0.99994240  x   0.99997078  =   0.99991319
 ON0624!UTM  15      -   0.99994240  x   0.99968528  =   0.99962770
 ON0624
 ON0624                          SUPERSEDED SURVEY CONTROL
 ON0624
 ON0624  NAVD 88 (02/05/03)  397.31   (m)         1303.5    (f) LEVELING    3  
 ON0624  NGVD 29 (??/??/92)  397.297  (m)         1303.47   (f) ADJ UNCH    2 0
 ON0624
 ON0624.Superseded values are not recommended for survey control.
 ON0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0624.See file dsdata.txt to determine how the superseded data were derived.
 ON0624
 ON0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8326765054(NAD 83)
 ON0624_MARKER: DB = BENCH MARK DISK
 ON0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0624_STAMPING: 8580 AP 1969
 ON0624_MARK LOGO: MNDT  
 ON0624_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0624+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1996
 ON0624
 ON0624  HISTORY     - Date     Condition        Report By
 ON0624  HISTORY     - 1969     MONUMENTED       MNHD
 ON0624  HISTORY     - 19961015 GOOD             MNDT
 ON0624
 ON0624                          STATION DESCRIPTION
 ON0624
 ON0624'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0624'3.1 MI SSW FROM UTICA.
 ON0624'ABOUT 0.2 MILE WEST OF COUNTY ROAD 33, ON THE SOUTH R/W FAI
 ON0624'90, STATION 330+00, AND 1 FOOT NORTH OF STEEL WITNESS POST (R/W).
 ON0624'SECTION 1, T 105N, R 10W
 ON0624
 ON0624                          STATION RECOVERY (1996)
 ON0624
 ON0624'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 ON0624'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 ON0624'THE MARK IS 3.1 MI (5.0 KM) SSW OF UTICA, 5.6 MI (9.0 KM) EAST ALONG
 ON0624'FAI 90 FROM JCT OF FAI 90 AND TH 74 IN ST CHARLES, 0.2 MI (0.3 KM)
 ON0624'WEST OF CO RD 33, AT FAI 90 MP 238.5, 99 FT (30.2 M) SOUTH OF EB FAI
 ON0624'90, AT FAI 90 STA 330+00, 1.2 FT (0.4 M) NE OF R/W POST, 0.5 FT (15.2
 ON0624'CM) SOUTH OF FENCE, 2.0 FT (0.6 M) SOUTH OF WIT POST, RECESSED 1 IN,
 ON0624'MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0625 ***********************************************************************
 ON0625  DESIGNATION -  8580 AQ
 ON0625  PID         -  ON0625
 ON0625  STATE/COUNTY-  MN/WINONA
 ON0625  USGS QUAD   -  UTICA (1974)
 ON0625
 ON0625                         *CURRENT SURVEY CONTROL
 ON0625  ___________________________________________________________________
 ON0625* NAD 83(1986)-  43 56 08.     (N)    091 58 04.     (W)     SCALED    
 ON0625* NAVD 88     -       399.618  (meters)    1311.08   (feet)  ADJUSTED  
 ON0625  ___________________________________________________________________
 ON0625  GEOID HEIGHT-         -29.98  (meters)                     GEOID03
 ON0625  DYNAMIC HT  -         399.546 (meters)    1310.84  (feet)  COMP
 ON0625  MODELED GRAV-     980,425.8   (mgal)                       NAVD 88
 ON0625
 ON0625  VERT ORDER  -  SECOND    CLASS 0
 ON0625
 ON0625.The horizontal coordinates were scaled from a topographic map and have
 ON0625.an estimated accuracy of +/- 6 seconds.
 ON0625
 ON0625.The orthometric height was determined by differential leveling
 ON0625.and adjusted by the National Geodetic Survey in June 1991..
 ON0625
 ON0625.The geoid height was determined by GEOID03.
 ON0625
 ON0625.The dynamic height is computed by dividing the NAVD 88
 ON0625.geopotential number by the normal gravity value computed on the
 ON0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0625.degrees latitude (g = 980.6199 gals.).
 ON0625
 ON0625.The modeled gravity was interpolated from observed gravity values.
 ON0625
 ON0625;                    North         East    Units  Estimated Accuracy
 ON0625;SPC MN S     -   205,980.      963,150.      MT  (+/- 180 meters Scaled)
 ON0625
 ON0625                          SUPERSEDED SURVEY CONTROL
 ON0625
 ON0625  NGVD 29 (??/??/92)  399.605  (m)         1311.04   (f) ADJ UNCH    2 0
 ON0625
 ON0625.Superseded values are not recommended for survey control.
 ON0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0625.See file dsdata.txt to determine how the superseded data were derived.
 ON0625
 ON0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ828652(NAD 83)
 ON0625_MARKER: DD = SURVEY DISK
 ON0625_SETTING: 0 = UNSPECIFIED SETTING
 ON0625_STAMPING: 9590 AQ 1969
 ON0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0625
 ON0625  HISTORY     - Date     Condition        Report By
 ON0625  HISTORY     - 1969     MONUMENTED       MNHD
 ON0625
 ON0625                          STATION DESCRIPTION
 ON0625
 ON0625'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0625'3.1 MI SSW FROM UTICA.
 ON0625'ABOUT 0.5 MILE WEST OF COUNTY ROAD 33, ON THE SOUTH R/W FAI 90,
 ON0625'STATION 317+00, AND 1 FOOT NORTH OF STEEL WITNESS POST (R/W).
 ON0625'SOUTH 1/4 CORNER, SECTION 36, T 106N, R 10W,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0626 ***********************************************************************
 ON0626  DESIGNATION -  8580 AR
 ON0626  PID         -  ON0626
 ON0626  STATE/COUNTY-  MN/WINONA
 ON0626  USGS QUAD   -  UTICA (1974)
 ON0626
 ON0626                         *CURRENT SURVEY CONTROL
 ON0626  ___________________________________________________________________
 ON0626* NAD 83(1986)-  43 56 14.     (N)    091 58 21.     (W)     SCALED    
 ON0626* NAVD 88     -       400.803  (meters)    1314.97   (feet)  ADJUSTED  
 ON0626  ___________________________________________________________________
 ON0626  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 ON0626  DYNAMIC HT  -         400.731 (meters)    1314.73  (feet)  COMP
 ON0626  MODELED GRAV-     980,426.3   (mgal)                       NAVD 88
 ON0626
 ON0626  VERT ORDER  -  SECOND    CLASS 0
 ON0626
 ON0626.The horizontal coordinates were scaled from a topographic map and have
 ON0626.an estimated accuracy of +/- 6 seconds.
 ON0626
 ON0626.The orthometric height was determined by differential leveling
 ON0626.and adjusted by the National Geodetic Survey in June 1991..
 ON0626
 ON0626.The geoid height was determined by GEOID03.
 ON0626
 ON0626.The dynamic height is computed by dividing the NAVD 88
 ON0626.geopotential number by the normal gravity value computed on the
 ON0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0626.degrees latitude (g = 980.6199 gals.).
 ON0626
 ON0626.The modeled gravity was interpolated from observed gravity values.
 ON0626
 ON0626;                    North         East    Units  Estimated Accuracy
 ON0626;SPC MN S     -   206,160.      962,770.      MT  (+/- 180 meters Scaled)
 ON0626
 ON0626                          SUPERSEDED SURVEY CONTROL
 ON0626
 ON0626  NGVD 29 (??/??/92)  400.789  (m)         1314.92   (f) ADJ UNCH    2 0
 ON0626
 ON0626.Superseded values are not recommended for survey control.
 ON0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0626.See file dsdata.txt to determine how the superseded data were derived.
 ON0626
 ON0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ824654(NAD 83)
 ON0626_MARKER: DD = SURVEY DISK
 ON0626_SETTING: 0 = UNSPECIFIED SETTING
 ON0626_STAMPING: 8580 AR 1969
 ON0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0626
 ON0626  HISTORY     - Date     Condition        Report By
 ON0626  HISTORY     - 1969     MONUMENTED       MNHD
 ON0626
 ON0626                          STATION DESCRIPTION
 ON0626
 ON0626'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0626'3.2 MI SSW FROM UTICA.
 ON0626'MARK IS LOCATED ABOUT 0.75 MILE WEST OF COUNTY ROAD 33, ON THE
 ON0626'SOUTH R/W FAI 90, STATION 304+00 AND 1 FOOT NORTH OF A STEEL
 ON0626'WITNESS POST (R/W).  SW 1/4 SECTION 36, T 106N, R 10W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0627 ***********************************************************************
 ON0627  DESIGNATION -  8580 AS
 ON0627  PID         -  ON0627
 ON0627  STATE/COUNTY-  MN/WINONA
 ON0627  USGS QUAD   -  UTICA (1974)
 ON0627
 ON0627                         *CURRENT SURVEY CONTROL
 ON0627  ___________________________________________________________________
 ON0627* NAD 83(1986)-  43 56 16.     (N)    091 58 31.     (W)     SCALED    
 ON0627* NAVD 88     -       397.917  (meters)    1305.50   (feet)  ADJUSTED  
 ON0627  ___________________________________________________________________
 ON0627  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 ON0627  DYNAMIC HT  -         397.846 (meters)    1305.27  (feet)  COMP
 ON0627  MODELED GRAV-     980,426.4   (mgal)                       NAVD 88
 ON0627
 ON0627  VERT ORDER  -  SECOND    CLASS 0
 ON0627
 ON0627.The horizontal coordinates were scaled from a topographic map and have
 ON0627.an estimated accuracy of +/- 6 seconds.
 ON0627
 ON0627.The orthometric height was determined by differential leveling
 ON0627.and adjusted by the National Geodetic Survey in June 1991..
 ON0627
 ON0627.The geoid height was determined by GEOID03.
 ON0627
 ON0627.The dynamic height is computed by dividing the NAVD 88
 ON0627.geopotential number by the normal gravity value computed on the
 ON0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0627.degrees latitude (g = 980.6199 gals.).
 ON0627
 ON0627.The modeled gravity was interpolated from observed gravity values.
 ON0627
 ON0627;                    North         East    Units  Estimated Accuracy
 ON0627;SPC MN S     -   206,210.      962,540.      MT  (+/- 180 meters Scaled)
 ON0627
 ON0627                          SUPERSEDED SURVEY CONTROL
 ON0627
 ON0627  NGVD 29 (??/??/92)  397.904  (m)         1305.46   (f) ADJ UNCH    2 0
 ON0627
 ON0627.Superseded values are not recommended for survey control.
 ON0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0627.See file dsdata.txt to determine how the superseded data were derived.
 ON0627
 ON0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ822654(NAD 83)
 ON0627_MARKER: DD = SURVEY DISK
 ON0627_SETTING: 0 = UNSPECIFIED SETTING
 ON0627_STAMPING: 8580 AS 1969
 ON0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0627
 ON0627  HISTORY     - Date     Condition        Report By
 ON0627  HISTORY     - 1969     MONUMENTED       MNHD
 ON0627
 ON0627                          STATION DESCRIPTION
 ON0627
 ON0627'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0627'3.3 MI SW FROM UTICA.
 ON0627'ABOUT 0.9 MILES WEST OF COUNTY ROAD 33 ON THE SOUTH R/W OF
 ON0627'FAI 90, STATION 293+00, 1 FOOT NORTH OF A STEEL WITNESS POST
 ON0627'(R/W) AND FLUSH WITH THE GROUND.  SW 1/4 SECTION 36, T 106N,
 ON0627'R 10W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0628 ***********************************************************************
 ON0628  DESIGNATION -  8580 AT
 ON0628  PID         -  ON0628
 ON0628  STATE/COUNTY-  MN/WINONA
 ON0628  USGS QUAD   -  UTICA (1974)
 ON0628
 ON0628                         *CURRENT SURVEY CONTROL
 ON0628  ___________________________________________________________________
 ON0628* NAD 83(1996)-  43 56 15.92230(N)    091 58 46.79985(W)     ADJUSTED  
 ON0628* NAVD 88     -       392.668  (meters)    1288.28   (feet)  ADJUSTED  
 ON0628  ___________________________________________________________________
 ON0628  X           -    -158,924.825 (meters)                     COMP
 ON0628  Y           -  -4,597,793.282 (meters)                     COMP
 ON0628  Z           -   4,403,365.732 (meters)                     COMP
 ON0628  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 ON0628  ELLIP HEIGHT-         362.73  (meters)          (02/05/03) GPS OBS
 ON0628  GEOID HEIGHT-         -29.97  (meters)                     GEOID03
 ON0628  DYNAMIC HT  -         392.597 (meters)    1288.05  (feet)  COMP
 ON0628  MODELED GRAV-     980,426.6   (mgal)                       NAVD 88
 ON0628
 ON0628  HORZ ORDER  -  FIRST
 ON0628  VERT ORDER  -  SECOND    CLASS 0
 ON0628  ELLP ORDER  -  THIRD     CLASS II
 ON0628
 ON0628.The horizontal coordinates were established by GPS observations
 ON0628.and adjusted by the MN DEPT OF TRANSP in February 2003..
 ON0628
 ON0628.The orthometric height was determined by differential leveling
 ON0628.and adjusted by the National Geodetic Survey in June 1991..
 ON0628
 ON0628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0628
 ON0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0628
 ON0628.The ellipsoidal height was determined by GPS observations
 ON0628.and is referenced to NAD 83.
 ON0628
 ON0628.The geoid height was determined by GEOID03.
 ON0628
 ON0628.The dynamic height is computed by dividing the NAVD 88
 ON0628.geopotential number by the normal gravity value computed on the
 ON0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0628.degrees latitude (g = 980.6199 gals.).
 ON0628
 ON0628.The modeled gravity was interpolated from observed gravity values.
 ON0628
 ON0628;                    North         East     Units Scale Factor Converg.
 ON0628;SPC MN S     -   206,200.695   962,191.198   MT  0.99997012   +1 24 58.0
 ON0628;UTM  15      - 4,865,465.567   581,889.962   MT  0.99968248   +0 42 28.9
 ON0628
 ON0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0628!SPC MN S     -   0.99994312  x   0.99997012  =   0.99991325
 ON0628!UTM  15      -   0.99994312  x   0.99968248  =   0.99962562
 ON0628
 ON0628                          SUPERSEDED SURVEY CONTROL
 ON0628
 ON0628  NGVD 29 (??/??/92)  392.655  (m)         1288.24   (f) ADJ UNCH    2 0
 ON0628
 ON0628.Superseded values are not recommended for survey control.
 ON0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0628.See file dsdata.txt to determine how the superseded data were derived.
 ON0628
 ON0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8189065466(NAD 83)
 ON0628_MARKER: DB = BENCH MARK DISK
 ON0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0628_STAMPING: 8580 AT 1969
 ON0628_MARK LOGO: MNDT  
 ON0628_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 ON0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0628+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1996
 ON0628
 ON0628  HISTORY     - Date     Condition        Report By
 ON0628  HISTORY     - 1969     MONUMENTED       MNHD
 ON0628  HISTORY     - 19961015 GOOD             MNDT
 ON0628
 ON0628                          STATION DESCRIPTION
 ON0628
 ON0628'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0628'3.3 MI SW FROM UTICA.
 ON0628'AT THE JUNCTION OF COUNTY ROADS 117 AND 35, AT FAI 90, STATION
 ON0628'282+00, 1 FOOT SOUTH OF A STEEL WITNESS POST.  SW 1/4 SECTION 35,
 ON0628'T 106N, R 10W
 ON0628
 ON0628                          STATION RECOVERY (1996)
 ON0628
 ON0628'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 ON0628'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 ON0628'THE MARK IS 3.3 MI (5.3 KM) SW OF UTICA, 4.7 MI (7.6 KM) EAST ALONG
 ON0628'FAI 90 FROM JCT OF FAI 90 AND TH 74 IN ST CHARLES, AT FAI 90 MP 237.6,
 ON0628'101 FT (30.8 M) NORTH OF WB FAI 90, AT FAI 90 STA 282+00, 61 FT (18.6
 ON0628'M) WSW OF P-POLE, 1.0 FT (0.3 M) NORTH OF FENCE, 1.7 FT (0.5 M) SSW OF
 ON0628'WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0629 ***********************************************************************
 ON0629  DESIGNATION -  8580 AU
 ON0629  PID         -  ON0629
 ON0629  STATE/COUNTY-  MN/WINONA
 ON0629  USGS QUAD   -  UTICA (1974)
 ON0629
 ON0629                         *CURRENT SURVEY CONTROL
 ON0629  ___________________________________________________________________
 ON0629* NAD 83(1986)-  43 56 10.     (N)    091 58 58.     (W)     SCALED    
 ON0629* NAVD 88     -       391.481  (meters)    1284.38   (feet)  ADJUSTED  
 ON0629  ___________________________________________________________________
 ON0629  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 ON0629  DYNAMIC HT  -         391.410 (meters)    1284.15  (feet)  COMP
 ON0629  MODELED GRAV-     980,426.4   (mgal)                       NAVD 88
 ON0629
 ON0629  VERT ORDER  -  SECOND    CLASS 0
 ON0629
 ON0629.The horizontal coordinates were scaled from a topographic map and have
 ON0629.an estimated accuracy of +/- 6 seconds.
 ON0629
 ON0629.The orthometric height was determined by differential leveling
 ON0629.and adjusted by the National Geodetic Survey in June 1991..
 ON0629
 ON0629.The geoid height was determined by GEOID03.
 ON0629
 ON0629.The dynamic height is computed by dividing the NAVD 88
 ON0629.geopotential number by the normal gravity value computed on the
 ON0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0629.degrees latitude (g = 980.6199 gals.).
 ON0629
 ON0629.The modeled gravity was interpolated from observed gravity values.
 ON0629
 ON0629;                    North         East    Units  Estimated Accuracy
 ON0629;SPC MN S     -   206,010.      961,950.      MT  (+/- 180 meters Scaled)
 ON0629
 ON0629                          SUPERSEDED SURVEY CONTROL
 ON0629
 ON0629  NGVD 29 (??/??/92)  391.468  (m)         1284.34   (f) ADJ UNCH    2 0
 ON0629
 ON0629.Superseded values are not recommended for survey control.
 ON0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0629.See file dsdata.txt to determine how the superseded data were derived.
 ON0629
 ON0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ816652(NAD 83)
 ON0629_MARKER: DD = SURVEY DISK
 ON0629_SETTING: 0 = UNSPECIFIED SETTING
 ON0629_STAMPING: 8580 AU 1969
 ON0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0629
 ON0629  HISTORY     - Date     Condition        Report By
 ON0629  HISTORY     - 1969     MONUMENTED       MNHD
 ON0629
 ON0629                          STATION DESCRIPTION
 ON0629
 ON0629'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0629'3.6 MI SW FROM UTICA.
 ON0629'0.7 MILES EAST OF THE COUNTY ROAD 35 BRIDGE OVER FAI 90, ON THE
 ON0629'SOUTH R/W OF FAI 90 AT STATION 273+00, 1 FOOT NORTH OF A
 ON0629'STEEL WITNESS POST.  SW 1/4 SECTION 35, T 106N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0630 ***********************************************************************
 ON0630  DESIGNATION -  8580 AV
 ON0630  PID         -  ON0630
 ON0630  STATE/COUNTY-  MN/WINONA
 ON0630  USGS QUAD   -  UTICA (1974)
 ON0630
 ON0630                         *CURRENT SURVEY CONTROL
 ON0630  ___________________________________________________________________
 ON0630* NAD 83(1986)-  43 56 03.     (N)    091 59 22.     (W)     SCALED    
 ON0630* NAVD 88     -       396.053  (meters)    1299.38   (feet)  ADJUSTED  
 ON0630  ___________________________________________________________________
 ON0630  GEOID HEIGHT-         -29.96  (meters)                     GEOID03
 ON0630  DYNAMIC HT  -         395.981 (meters)    1299.15  (feet)  COMP
 ON0630  MODELED GRAV-     980,426.3   (mgal)                       NAVD 88
 ON0630
 ON0630  VERT ORDER  -  SECOND    CLASS 0
 ON0630
 ON0630.The horizontal coordinates were scaled from a topographic map and have
 ON0630.an estimated accuracy of +/- 6 seconds.
 ON0630
 ON0630.The orthometric height was determined by differential leveling
 ON0630.and adjusted by the National Geodetic Survey in June 1991..
 ON0630
 ON0630.The geoid height was determined by GEOID03.
 ON0630
 ON0630.The dynamic height is computed by dividing the NAVD 88
 ON0630.geopotential number by the normal gravity value computed on the
 ON0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0630.degrees latitude (g = 980.6199 gals.).
 ON0630
 ON0630.The modeled gravity was interpolated from observed gravity values.
 ON0630
 ON0630;                    North         East    Units  Estimated Accuracy
 ON0630;SPC MN S     -   205,780.      961,420.      MT  (+/- 180 meters Scaled)
 ON0630
 ON0630                          SUPERSEDED SURVEY CONTROL
 ON0630
 ON0630  NGVD 29 (??/??/92)  396.039  (m)         1299.34   (f) ADJ UNCH    2 0
 ON0630
 ON0630.Superseded values are not recommended for survey control.
 ON0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0630.See file dsdata.txt to determine how the superseded data were derived.
 ON0630
 ON0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ811650(NAD 83)
 ON0630_MARKER: DD = SURVEY DISK
 ON0630_SETTING: 0 = UNSPECIFIED SETTING
 ON0630_STAMPING: 8580 AY 1969
 ON0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0630
 ON0630  HISTORY     - Date     Condition        Report By
 ON0630  HISTORY     - 1969     MONUMENTED       MNHD
 ON0630
 ON0630                          STATION DESCRIPTION
 ON0630
 ON0630'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0630'3.7 MI SW FROM UTICA.
 ON0630'ABOUT 0.5 MILES EAST OF THE COUNTY ROAD 35 BRIDGE OVER FAI 90
 ON0630'ON THE SOUTH R/W OF FAI 90 AT STATION 260+00, 1 FOOT NORTH
 ON0630'OF A STEEL WITNESS POST.  SW 1/4 SECTION 35, T 106N, R 10W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0631 ***********************************************************************
 ON0631  DESIGNATION -  8580 AW
 ON0631  PID         -  ON0631
 ON0631  STATE/COUNTY-  MN/WINONA
 ON0631  USGS QUAD   -  UTICA (1974)
 ON0631
 ON0631                         *CURRENT SURVEY CONTROL
 ON0631  ___________________________________________________________________
 ON0631* NAD 83(1986)-  43 56 04.     (N)    091 59 41.     (W)     SCALED    
 ON0631* NAVD 88     -       398.483  (meters)    1307.36   (feet)  ADJUSTED  
 ON0631  ___________________________________________________________________
 ON0631  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 ON0631  DYNAMIC HT  -         398.412 (meters)    1307.12  (feet)  COMP
 ON0631  MODELED GRAV-     980,426.4   (mgal)                       NAVD 88
 ON0631
 ON0631  VERT ORDER  -  SECOND    CLASS 0
 ON0631
 ON0631.The horizontal coordinates were scaled from a topographic map and have
 ON0631.an estimated accuracy of +/- 6 seconds.
 ON0631
 ON0631.The orthometric height was determined by differential leveling
 ON0631.and adjusted by the National Geodetic Survey in June 1991..
 ON0631
 ON0631.The geoid height was determined by GEOID03.
 ON0631
 ON0631.The dynamic height is computed by dividing the NAVD 88
 ON0631.geopotential number by the normal gravity value computed on the
 ON0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0631.degrees latitude (g = 980.6199 gals.).
 ON0631
 ON0631.The modeled gravity was interpolated from observed gravity values.
 ON0631
 ON0631;                    North         East    Units  Estimated Accuracy
 ON0631;SPC MN S     -   205,800.      960,990.      MT  (+/- 180 meters Scaled)
 ON0631
 ON0631                          SUPERSEDED SURVEY CONTROL
 ON0631
 ON0631  NGVD 29 (??/??/92)  398.470  (m)         1307.31   (f) ADJ UNCH    2 0
 ON0631
 ON0631.Superseded values are not recommended for survey control.
 ON0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0631.See file dsdata.txt to determine how the superseded data were derived.
 ON0631
 ON0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ806650(NAD 83)
 ON0631_MARKER: DD = SURVEY DISK
 ON0631_SETTING: 0 = UNSPECIFIED SETTING
 ON0631_STAMPING: 8580 AW 1969
 ON0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0631
 ON0631  HISTORY     - Date     Condition        Report By
 ON0631  HISTORY     - 1969     MONUMENTED       MNHD
 ON0631
 ON0631                          STATION DESCRIPTION
 ON0631
 ON0631'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0631'3.7 MI SW FROM UTICA.
 ON0631'ABOUT 0.4 MILES EAST OF THE COUNTY ROAD 35 BRIDGE OVER FAI 90,
 ON0631'ON THE NORTH R/W OF FAI 90 AT STATION 245+00, 1 FOOT SOUTH OF A
 ON0631'STEEL WITNESS POST.  SW 1/4 SECTION 35, T 106N, R 10W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0632 ***********************************************************************
 ON0632  DESIGNATION -  8580 AX
 ON0632  PID         -  ON0632
 ON0632  STATE/COUNTY-  MN/WINONA
 ON0632  USGS QUAD   -  UTICA (1974)
 ON0632
 ON0632                         *CURRENT SURVEY CONTROL
 ON0632  ___________________________________________________________________
 ON0632* NAD 83(1986)-  43 56 04.     (N)    092 00 00.     (W)     SCALED    
 ON0632* NAVD 88     -       403.526  (meters)    1323.90   (feet)  ADJUSTED  
 ON0632  ___________________________________________________________________
 ON0632  GEOID HEIGHT-         -29.95  (meters)                     GEOID03
 ON0632  DYNAMIC HT  -         403.454 (meters)    1323.67  (feet)  COMP
 ON0632  MODELED GRAV-     980,426.5   (mgal)                       NAVD 88
 ON0632
 ON0632  VERT ORDER  -  SECOND    CLASS 0
 ON0632
 ON0632.The horizontal coordinates were scaled from a topographic map and have
 ON0632.an estimated accuracy of +/- 6 seconds.
 ON0632
 ON0632.The orthometric height was determined by differential leveling
 ON0632.and adjusted by the National Geodetic Survey in June 1991..
 ON0632
 ON0632.The geoid height was determined by GEOID03.
 ON0632
 ON0632.The dynamic height is computed by dividing the NAVD 88
 ON0632.geopotential number by the normal gravity value computed on the
 ON0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0632.degrees latitude (g = 980.6199 gals.).
 ON0632
 ON0632.The modeled gravity was interpolated from observed gravity values.
 ON0632
 ON0632;                    North         East    Units  Estimated Accuracy
 ON0632;SPC MN S     -   205,790.      960,570.      MT  (+/- 180 meters Scaled)
 ON0632
 ON0632                          SUPERSEDED SURVEY CONTROL
 ON0632
 ON0632  NGVD 29 (??/??/92)  403.513  (m)         1323.86   (f) ADJ UNCH    2 0
 ON0632
 ON0632.Superseded values are not recommended for survey control.
 ON0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0632.See file dsdata.txt to determine how the superseded data were derived.
 ON0632
 ON0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ802650(NAD 83)
 ON0632_MARKER: DD = SURVEY DISK
 ON0632_SETTING: 0 = UNSPECIFIED SETTING
 ON0632_STAMPING: 8580 AX 1969
 ON0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0632
 ON0632  HISTORY     - Date     Condition        Report By
 ON0632  HISTORY     - 1969     MONUMENTED       MNHD
 ON0632
 ON0632                          STATION DESCRIPTION
 ON0632
 ON0632'DESCRIBED BY MN HIGHWAY DEPT 1969
 ON0632'4 MI SW FROM UTICA.
 ON0632'ABOUT 0.3 MILES WEST OF THE COUNTY ROAD 35 BRIDGE OVER FAI 90
 ON0632'ON THE SOUTH R/W OF FAI 90 AT STATION 228+00, 1 FOOT NORTH
 ON0632'OF A STEEL WITNESS POST.  SW 1/4 SECTION 35, T 106N, R 10W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0274 ***********************************************************************
 ON0274  DESIGNATION -  8580 B
 ON0274  PID         -  ON0274
 ON0274  STATE/COUNTY-  MN/WINONA
 ON0274  USGS QUAD   -  HOLMEN (1973)
 ON0274
 ON0274                         *CURRENT SURVEY CONTROL
 ON0274  ___________________________________________________________________
 ON0274* NAD 83(1996)-  43 52 31.97618(N)    091 19 22.98391(W)     ADJUSTED  
 ON0274* NAVD 88     -       216.301  (meters)     709.65   (feet)  ADJUSTED  
 ON0274  ___________________________________________________________________
 ON0274  X           -    -106,332.078 (meters)                     COMP
 ON0274  Y           -  -4,603,976.707 (meters)                     COMP
 ON0274  Z           -   4,398,262.358 (meters)                     COMP
 ON0274  LAPLACE CORR-          -9.49  (seconds)                    DEFLEC99
 ON0274  ELLIP HEIGHT-         184.85  (meters)          (05/11/98) GPS OBS
 ON0274  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 ON0274  DYNAMIC HT  -         216.264 (meters)     709.53  (feet)  COMP
 ON0274  MODELED GRAV-     980,444.6   (mgal)                       NAVD 88
 ON0274
 ON0274  HORZ ORDER  -  FIRST
 ON0274  VERT ORDER  -  FIRST     CLASS I
 ON0274  ELLP ORDER  -  FOURTH    CLASS I
 ON0274
 ON0274.The horizontal coordinates were established by GPS observations
 ON0274.and adjusted by the National Geodetic Survey in May 1998..
 ON0274
 ON0274.The orthometric height was determined by differential leveling
 ON0274.and adjusted by the National Geodetic Survey in June 1991..
 ON0274.WARNING-Repeat measurements at this control monument indicate possible
 ON0274.vertical movement.
 ON0274
 ON0274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0274
 ON0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 ON0274
 ON0274.The ellipsoidal height was determined by GPS observations
 ON0274.and is referenced to NAD 83.
 ON0274
 ON0274.The geoid height was determined by GEOID03.
 ON0274
 ON0274.The dynamic height is computed by dividing the NAVD 88
 ON0274.geopotential number by the normal gravity value computed on the
 ON0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0274.degrees latitude (g = 980.6199 gals.).
 ON0274
 ON0274.The modeled gravity was interpolated from observed gravity values.
 ON0274
 ON0274;                    North         East     Units Scale Factor Converg.
 ON0274;SPC MN S     -   200,807.184 1,015,113.688   MT  0.99998129   +1 52 34.9
 ON0274;UTM  15      - 4,859,417.225   634,729.387   MT  0.99982326   +1 09 44.8
 ON0274
 ON0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0274!SPC MN S     -   0.99997101  x   0.99998129  =   0.99995231
 ON0274!UTM  15      -   0.99997101  x   0.99982326  =   0.99979428
 ON0274
 ON0274                          SUPERSEDED SURVEY CONTROL
 ON0274
 ON0274  NAVD 88 (05/11/98)  216.30   (m)          709.6    (f) LEVELING    3  
 ON0274  NGVD 29 (??/??/92)  216.315  (m)          709.69   (f) ADJ UNCH    1 1
 ON0274
 ON0274.Superseded values are not recommended for survey control.
 ON0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0274.See file dsdata.txt to determine how the superseded data were derived.
 ON0274
 ON0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3472959417(NAD 83)
 ON0274_MARKER: DD = SURVEY DISK
 ON0274_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 ON0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0274_STAMPING: 8580 B 1965
 ON0274_MARK LOGO: MNDT  
 ON0274_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ON0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0274+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2002
 ON0274
 ON0274  HISTORY     - Date     Condition        Report By
 ON0274  HISTORY     - 1965     MONUMENTED       MNDT
 ON0274  HISTORY     - 1970     GOOD             NGS
 ON0274  HISTORY     - 19961001 GOOD             MNDT
 ON0274  HISTORY     - 20020401 GOOD             MNDT
 ON0274
 ON0274                          STATION DESCRIPTION
 ON0274
 ON0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0274'3.4 MI SE FROM DAKOTA.
 ON0274'ABOUT 3.4 MILES SOUTHEAST ALONG U.S. HIGHWAYS 14 AND 61 FROM THE
 ON0274'HIGHWAY UNDERPASS FOR COUNTY ROAD 12 AT DAKOTA, 27.2 FEET
 ON0274'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANES OF THE
 ON0274'HIGHWAY, 26 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD
 ON0274'WHICH LEADS SOUTH, 59 1/2 FEET SOUTHEAST OF A HIGHWAY SIGN
 ON0274'WHICH READS LA CRESCENT 4 MILES, 5 FEET SOUTHEAST OF THE MOST
 ON0274'NORTHWESTERLY POST FOR A GUARDRAIL, 1.2 FEET SOUTHWEST OF A
 ON0274'GUARDRAIL CABLE, 1.9 FEET SOUTHEAST OF A METAL WITNESS POST,
 ON0274'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE
 ON0274'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.  SEC 20, T 105 N,
 ON0274'R 4 W.
 ON0274
 ON0274                          STATION RECOVERY (1996)
 ON0274
 ON0274'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 ON0274'THE MARK WAS RECOVERED IN GOOD CONDITION 3.4 MI (5.5 KM) SE OF DAKOTA,
 ON0274'27.2 FT (8.3 M) SW OF SB TH 61 AND EB FAI 90, AT FAI 90 MP 274.85, 5
 ON0274'FT (1.5 M) SE OF NW GUARD RAIL POST, 1.2 FT (0.4 M) SW OF GUARD RAIL
 ON0274'CABLE, 1.9 FT (0.6 M) SE OF WIT POST, FLUSH WITH GROUND.
 ON0274
 ON0274                          STATION RECOVERY (2002)
 ON0274
 ON0274'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 ON0274'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 3.4 MI SE OF
 ON0274'DAKOTA, 27.2 FT SW OF SB TH 61 AND EB FAI 90, AT FAI 90 M P 274.85, 5
 ON0274'FT SE OF NW GUARDRAIL POST, 3.0 FT SW OF GUARDRAIL CABLE, 1.9 FT SE OF
 ON0274'WIT    POST, FLUSH, MAGNETIC, GOOD FOR GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ON0592 ***********************************************************************
 ON0592  DESIGNATION -  8580 BB
 ON0592  PID         -  ON0592
 ON0592  STATE/COUNTY-  MN/WINONA
 ON0592  USGS QUAD   -  LEWISTON (1974)
 ON0592
 ON0592                         *CURRENT SURVEY CONTROL
 ON0592  ___________________________________________________________________
 ON0592* NAD 83(1986)-  43 56 11.     (N)    091 47 53.     (W)     SCALED    
 ON0592* NAVD 88     -       382.169  (meters)    1253.83   (feet)  ADJUSTED  
 ON0592  ___________________________________________________________________
 ON0592  GEOID HEIGHT-         -30.19  (meters)                     GEOID03
 ON0592  DYNAMIC HT  -         382.099 (meters)    1253.60  (feet)  COMP
 ON0592  MODELED GRAV-     980,425.6   (mgal)                       NAVD 88
 ON0592
 ON0592  VERT ORDER  -  SECOND    CLASS 0
 ON0592
 ON0592.The horizontal coordinates were scaled from a topographic map and have
 ON0592.an estimated accuracy of +/- 6 seconds.
 ON0592
 ON0592.The orthometric height was determined by differential leveling
 ON0592.and adjusted by the National Geodetic Survey in June 1991..
 ON0592
 ON0592.The geoid height was determined by GEOID03.
 ON0592
 ON0592.The dynamic height is computed by dividing the NAVD 88
 ON0592.geopotential number by the normal gravity value computed on the
 ON0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0592.degrees latitude (g = 980.6199 gals.).
 ON0592
 ON0592.The modeled gravity was interpolated from observed gravity values.
 ON0592
 ON0592;                    North         East    Units  Estimated Accuracy
 ON0592;SPC MN S     -   206,430.      976,770.      MT  (+/- 180 meters Scaled)
 ON0592
 ON0592                          SUPERSEDED SURVEY CONTROL
 ON0592
 ON0592  NGVD 29 (??/??/92)  382.153  (m)         1253.78   (f) ADJ UNCH    2 0
 ON0592
 ON0592.Superseded values are not recommended for survey control.
 ON0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0592.See file dsdata.txt to determine how the superseded data were derived.
 ON0592
 ON0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ964655(NAD 83)
 ON0592_MARKER: DD = SURVEY DISK
 ON0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ON0592_STAMPING: 8580 BB 1965
 ON0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0592+STABILITY: SURFACE MOTION
 ON0592
 ON0592  HISTORY     - Date     Condition        Report By
 ON0592  HISTORY     - 1965     MONUMENTED       MNHD
 ON0592  HISTORY     - 1966     GOOD             MNHD
 ON0592  HISTORY     - 1974     MARK NOT FOUND   USGS
 ON0592
 ON0592                          STATION DESCRIPTION
 ON0592
 ON0592'DESCRIBED BY MN HIGHWAY DEPT 1966
 ON0592'0.4 MI W FROM WYATTVILLE.
 ON0592'MARK IS LOCATED IN THE SW 1/4, SECTION 33, T106N, R8W ABOUT 0.4
 ON0592'MILE WEST OF WYATTVILLE ALONG COUNTY ROAD NO. 6 TO FARM-ENTRANCE
 ON0592'SOUTH (A. PATZNER), THENCE SOUTH THROUGH FARM YARD AND CATTLE
 ON0592'LANE FOR ABOUT 1500 FEET.  MARK IS A STANDARD MINNESOTA HIGHWAY
 ON0592'DEPARTMENT DISK, STAMPED 8580 BB 1965, SET IN A PRE-CAST MONUMENT.
 ON0592'MARK IS ABOUT 100 FEET NORTH OF FUTURE WESTBOUND F.A.I. 90 (STA.
 ON0592'768+35), 1.0 FOOT SOUTH OF A STEEL WITNESS POST, 1.0 FOOT WEST
 ON0592'OF A FENCELINE, ABOUT A 1000 FEET NORTH OF A EAST-WEST POWERLINE,
 ON0592'AND PROJECTING 3 INCHES ABOVE GROUND.
 ON0592
 ON0592                          STATION RECOVERY (1974)
 ON0592
 ON0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 ON0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0061 ***********************************************************************
 OO0061  DESIGNATION -  8580 BE
 OO0061  PID         -  OO0061
 OO0061  STATE/COUNTY-  MN/WINONA
 OO0061  USGS QUAD   -  ST CHARLES (1974)
 OO0061
 OO0061                         *CURRENT SURVEY CONTROL
 OO0061  ___________________________________________________________________
 OO0061* NAD 83(1996)-  43 56 14.10900(N)    092 00 57.10048(W)     ADJUSTED  
 OO0061* NAVD 88     -       395.998  (meters)    1299.20   (feet)  ADJUSTED  
 OO0061  ___________________________________________________________________
 OO0061  X           -    -161,830.740 (meters)                     COMP
 OO0061  Y           -  -4,597,733.178 (meters)                     COMP
 OO0061  Z           -   4,403,327.739 (meters)                     COMP
 OO0061  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 OO0061  ELLIP HEIGHT-         366.06  (meters)          (02/05/03) GPS OBS
 OO0061  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 OO0061  DYNAMIC HT  -         395.927 (meters)    1298.97  (feet)  COMP
 OO0061  MODELED GRAV-     980,427.1   (mgal)                       NAVD 88
 OO0061
 OO0061  HORZ ORDER  -  FIRST
 OO0061  VERT ORDER  -  SECOND    CLASS 0
 OO0061  ELLP ORDER  -  THIRD     CLASS II
 OO0061
 OO0061.The horizontal coordinates were established by GPS observations
 OO0061.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0061
 OO0061.The orthometric height was determined by differential leveling
 OO0061.and adjusted by the National Geodetic Survey in June 1991..
 OO0061
 OO0061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0061
 OO0061.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0061
 OO0061.The ellipsoidal height was determined by GPS observations
 OO0061.and is referenced to NAD 83.
 OO0061
 OO0061.The geoid height was determined by GEOID03.
 OO0061
 OO0061.The dynamic height is computed by dividing the NAVD 88
 OO0061.geopotential number by the normal gravity value computed on the
 OO0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0061.degrees latitude (g = 980.6199 gals.).
 OO0061
 OO0061.The modeled gravity was interpolated from observed gravity values.
 OO0061
 OO0061;                    North         East     Units Scale Factor Converg.
 OO0061;SPC MN S     -   206,073.575   959,287.449   MT  0.99997020   +1 23 26.7
 OO0061;UTM  15      - 4,865,374.361   578,985.708   MT  0.99967673   +0 40 58.4
 OO0061
 OO0061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0061!SPC MN S     -   0.99994260  x   0.99997020  =   0.99991280
 OO0061!UTM  15      -   0.99994260  x   0.99967673  =   0.99961935
 OO0061
 OO0061:                Primary Azimuth Mark                     Grid Az
 OO0061:SPC MN S     -  8580 BH                                  297 53 52.2
 OO0061:UTM  15      -  8580 BH                                  298 36 20.5
 OO0061
 OO0061|---------------------------------------------------------------------|
 OO0061| PID    Reference Object                     Distance      Geod. Az  |
 OO0061|                                                           dddmmss.s |
 OO0061| OO0064 8580 BH                             APPROX. 1.1 KM 2991718.9 |
 OO0061|---------------------------------------------------------------------|
 OO0061
 OO0061                          SUPERSEDED SURVEY CONTROL
 OO0061
 OO0061  NAVD 88 (02/05/03)  396.00   (m)         1299.2    (f) LEVELING    3  
 OO0061  NGVD 29 (??/??/92)  395.986  (m)         1299.16   (f) ADJ UNCH    2 0
 OO0061
 OO0061.Superseded values are not recommended for survey control.
 OO0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0061.See file dsdata.txt to determine how the superseded data were derived.
 OO0061
 OO0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7898665374(NAD 83)
 OO0061_MARKER: DB = BENCH MARK DISK
 OO0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0061_STAMPING: 8580 BE 1969
 OO0061_MARK LOGO: MNDT  
 OO0061_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0061+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1996
 OO0061
 OO0061  HISTORY     - Date     Condition        Report By
 OO0061  HISTORY     - 1969     MONUMENTED       MNDT
 OO0061  HISTORY     - 1974     MARK NOT FOUND   USGS
 OO0061  HISTORY     - 19961015 GOOD             MNDT
 OO0061
 OO0061                          STATION DESCRIPTION
 OO0061
 OO0061'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0061'3.0 MI SE FROM ST CHARLES.
 OO0061'ON THE SOUTH R/W LINE OF FAI 90, AT STATION 181+50, 1 FOOT NORTH OF A
 OO0061'STEEL WITNESS POST AND FLUSH WITH THE GROUND.  MARK IS LOCATED IN THE
 OO0061'SW 1/4 SECTION 34, T 106N, R 10W.
 OO0061
 OO0061                          STATION RECOVERY (1974)
 OO0061
 OO0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OO0061'MARK NOT FOUND.
 OO0061
 OO0061                          STATION RECOVERY (1996)
 OO0061
 OO0061'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0061'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0061'THE MARK IS 3 MI (4.8 KM) SE OF ST CHARLES, 2.85 MI (4.59 KM) EAST
 OO0061'ALONG FAI 90 FROM JCT OF FAI 90 AND TH 74 IN ST CHARLES, AT FAI 90 MP
 OO0061'235.7, 150 FT (45.7 M) SOUTH OF EB FAI 90, AT FAI 90 STA 181+50, 0.4
 OO0061'FT (12.2 CM) SOUTH OF FENCE, 0.5 FT (15.2 CM) NORTH OF WIT POST,
 OO0061'FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0062 ***********************************************************************
 OO0062  DESIGNATION -  8580 BF
 OO0062  PID         -  OO0062
 OO0062  STATE/COUNTY-  MN/WINONA
 OO0062  USGS QUAD   -  ST CHARLES (1974)
 OO0062
 OO0062                         *CURRENT SURVEY CONTROL
 OO0062  ___________________________________________________________________
 OO0062* NAD 83(1986)-  43 56 14.     (N)    092 00 57.     (W)     SCALED    
 OO0062* NAVD 88     -       397.019  (meters)    1302.55   (feet)  ADJUSTED  
 OO0062  ___________________________________________________________________
 OO0062  GEOID HEIGHT-         -29.93  (meters)                     GEOID03
 OO0062  DYNAMIC HT  -         396.948 (meters)    1302.32  (feet)  COMP
 OO0062  MODELED GRAV-     980,427.5   (mgal)                       NAVD 88
 OO0062
 OO0062  VERT ORDER  -  SECOND    CLASS 0
 OO0062
 OO0062.The horizontal coordinates were scaled from a topographic map and have
 OO0062.an estimated accuracy of +/- 6 seconds.
 OO0062
 OO0062.The orthometric height was determined by differential leveling
 OO0062.and adjusted by the National Geodetic Survey in June 1991..
 OO0062
 OO0062.The geoid height was determined by GEOID03.
 OO0062
 OO0062.The dynamic height is computed by dividing the NAVD 88
 OO0062.geopotential number by the normal gravity value computed on the
 OO0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0062.degrees latitude (g = 980.6199 gals.).
 OO0062
 OO0062.The modeled gravity was interpolated from observed gravity values.
 OO0062
 OO0062;                    North         East    Units  Estimated Accuracy
 OO0062;SPC MN S     -   206,070.      959,290.      MT  (+/- 180 meters Scaled)
 OO0062
 OO0062                          SUPERSEDED SURVEY CONTROL
 OO0062
 OO0062  NGVD 29 (??/??/92)  397.006  (m)         1302.51   (f) ADJ UNCH    2 0
 OO0062
 OO0062.Superseded values are not recommended for survey control.
 OO0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0062.See file dsdata.txt to determine how the superseded data were derived.
 OO0062
 OO0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ789653(NAD 83)
 OO0062_MARKER: DD = SURVEY DISK
 OO0062_SETTING: 0 = UNSPECIFIED SETTING
 OO0062_STAMPING: 8580 BF 1969
 OO0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0062
 OO0062  HISTORY     - Date     Condition        Report By
 OO0062  HISTORY     - 1969     MONUMENTED       MNDT
 OO0062
 OO0062                          STATION DESCRIPTION
 OO0062
 OO0062'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0062'2.9 MI SE FROM ST CHARLES.
 OO0062'ON THE SOUTH R/W LINE OF FAI 90 AT STATION 171+00, 1 FOOT NORTH OF A
 OO0062'STEEL WITNESS POST AND FLUSH WITH THE GROUND.  MARK IS LOCATED IN THE
 OO0062'SW 1/4 SECTION 34, T 106N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0063 ***********************************************************************
 OO0063  DESIGNATION -  8580 BG
 OO0063  PID         -  OO0063
 OO0063  STATE/COUNTY-  MN/WINONA
 OO0063  USGS QUAD   -  ST CHARLES (1974)
 OO0063
 OO0063                         *CURRENT SURVEY CONTROL
 OO0063  ___________________________________________________________________
 OO0063* NAD 83(1986)-  43 56 26.     (N)    092 01 31.     (W)     SCALED    
 OO0063* NAVD 88     -       402.084  (meters)    1319.17   (feet)  ADJUSTED  
 OO0063  ___________________________________________________________________
 OO0063  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 OO0063  DYNAMIC HT  -         402.013 (meters)    1318.94  (feet)  COMP
 OO0063  MODELED GRAV-     980,428.4   (mgal)                       NAVD 88
 OO0063
 OO0063  VERT ORDER  -  SECOND    CLASS 0
 OO0063
 OO0063.The horizontal coordinates were scaled from a topographic map and have
 OO0063.an estimated accuracy of +/- 6 seconds.
 OO0063
 OO0063.The orthometric height was determined by differential leveling
 OO0063.and adjusted by the National Geodetic Survey in June 1991..
 OO0063
 OO0063.The geoid height was determined by GEOID03.
 OO0063
 OO0063.The dynamic height is computed by dividing the NAVD 88
 OO0063.geopotential number by the normal gravity value computed on the
 OO0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0063.degrees latitude (g = 980.6199 gals.).
 OO0063
 OO0063.The modeled gravity was interpolated from observed gravity values.
 OO0063
 OO0063;                    North         East    Units  Estimated Accuracy
 OO0063;SPC MN S     -   206,420.      958,520.      MT  (+/- 180 meters Scaled)
 OO0063
 OO0063                          SUPERSEDED SURVEY CONTROL
 OO0063
 OO0063  NGVD 29 (??/??/92)  402.072  (m)         1319.13   (f) ADJ UNCH    2 0
 OO0063
 OO0063.Superseded values are not recommended for survey control.
 OO0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0063.See file dsdata.txt to determine how the superseded data were derived.
 OO0063
 OO0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ782657(NAD 83)
 OO0063_MARKER: DD = SURVEY DISK
 OO0063_SETTING: 0 = UNSPECIFIED SETTING
 OO0063_STAMPING: 8580 BF 1969
 OO0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0063
 OO0063  HISTORY     - Date     Condition        Report By
 OO0063  HISTORY     - 1969     MONUMENTED       MNDT
 OO0063
 OO0063                          STATION DESCRIPTION
 OO0063
 OO0063'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0063'2.6 MI SE FROM ST CHARLES.
 OO0063'ON THE SOUTH R/W LINE OF FAI 90 AT STATION 159+00, 1 FOOT NORTH OF A
 OO0063'STEEL WITNESS POST AND FLUSH WITH THE GROUND.  MARK IS LOCATED IN THE
 OO0063'SE 1/4 SECTION 33, T 106N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0064 ***********************************************************************
 OO0064  DESIGNATION -  8580 BH
 OO0064  PID         -  OO0064
 OO0064  STATE/COUNTY-  MN/WINONA
 OO0064  USGS QUAD   -  ST CHARLES (1974)
 OO0064
 OO0064                         *CURRENT SURVEY CONTROL
 OO0064  ___________________________________________________________________
 OO0064* NAD 83(1996)-  43 56 31.19037(N)    092 01 39.25164(W)     ADJUSTED  
 OO0064* NAVD 88     -       399.617  (meters)    1311.08   (feet)  ADJUSTED  
 OO0064  ___________________________________________________________________
 OO0064  X           -    -162,757.453 (meters)                     COMP
 OO0064  Y           -  -4,597,336.998 (meters)                     COMP
 OO0064  Z           -   4,403,709.896 (meters)                     COMP
 OO0064  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 OO0064  ELLIP HEIGHT-         369.68  (meters)          (02/05/03) GPS OBS
 OO0064  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 OO0064  DYNAMIC HT  -         399.546 (meters)    1310.84  (feet)  COMP
 OO0064  MODELED GRAV-     980,428.8   (mgal)                       NAVD 88
 OO0064
 OO0064  HORZ ORDER  -  FIRST
 OO0064  VERT ORDER  -  SECOND    CLASS 0
 OO0064  ELLP ORDER  -  THIRD     CLASS II
 OO0064
 OO0064.The horizontal coordinates were established by GPS observations
 OO0064.and adjusted by the MN DEPT OF TRANSP in February 2003..
 OO0064
 OO0064.The orthometric height was determined by differential leveling
 OO0064.and adjusted by the National Geodetic Survey in June 1991..
 OO0064
 OO0064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0064
 OO0064.The Laplace correction was computed from DEFLEC99 derived deflections.
 OO0064
 OO0064.The ellipsoidal height was determined by GPS observations
 OO0064.and is referenced to NAD 83.
 OO0064
 OO0064.The geoid height was determined by GEOID03.
 OO0064
 OO0064.The dynamic height is computed by dividing the NAVD 88
 OO0064.geopotential number by the normal gravity value computed on the
 OO0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0064.degrees latitude (g = 980.6199 gals.).
 OO0064
 OO0064.The modeled gravity was interpolated from observed gravity values.
 OO0064
 OO0064;                    North         East     Units Scale Factor Converg.
 OO0064;SPC MN S     -   206,577.859   958,334.937   MT  0.99996940   +1 22 57.1
 OO0064;UTM  15      - 4,865,890.222   578,039.776   MT  0.99967490   +0 40 29.4
 OO0064
 OO0064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0064!SPC MN S     -   0.99994204  x   0.99996940  =   0.99991144
 OO0064!UTM  15      -   0.99994204  x   0.99967490  =   0.99961695
 OO0064
 OO0064:                Primary Azimuth Mark                     Grid Az
 OO0064:SPC MN S     -  8580 BE                                  117 53 52.6
 OO0064:UTM  15      -  8580 BE                                  118 36 20.3
 OO0064
 OO0064|---------------------------------------------------------------------|
 OO0064| PID    Reference Object                     Distance      Geod. Az  |
 OO0064|                                                           dddmmss.s |
 OO0064| OO0061 8580 BE                             APPROX. 1.1 KM 1191649.7 |
 OO0064|---------------------------------------------------------------------|
 OO0064
 OO0064                          SUPERSEDED SURVEY CONTROL
 OO0064
 OO0064  NGVD 29 (??/??/92)  399.604  (m)         1311.03   (f) ADJ UNCH    2 0
 OO0064
 OO0064.Superseded values are not recommended for survey control.
 OO0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0064.See file dsdata.txt to determine how the superseded data were derived.
 OO0064
 OO0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7804065890(NAD 83)
 OO0064_MARKER: DB = BENCH MARK DISK
 OO0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0064_STAMPING: 8580 BH 1969
 OO0064_MARK LOGO: MNDT  
 OO0064_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0064+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1996
 OO0064
 OO0064  HISTORY     - Date     Condition        Report By
 OO0064  HISTORY     - 1969     MONUMENTED       MNDT
 OO0064  HISTORY     - 19961015 GOOD             MNDT
 OO0064
 OO0064                          STATION DESCRIPTION
 OO0064
 OO0064'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0064'2.4 MI SE FROM ST CHARLES.
 OO0064'ABOUT 200 FEET EAST OF A DEAD-END ROAD NORTH (COUNTY ROAD 119), ON THE
 OO0064'NORTH R/W LINE OF FAI 90 AT STATION 146+00, 1 FOOT SOUTH OF A STEEL
 OO0064'WITNESS POST AND PROJECTS ABOUT 2 INCHES ABOVE GROUND.  MARK IS
 OO0064'LOCATED IN THE NE 1/4 SECTION 33, T 106N, R 10W.
 OO0064
 OO0064                          STATION RECOVERY (1996)
 OO0064
 OO0064'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0064'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0064'THE MARK IS 2.5 MI (4.0 KM) SE OF ST CHARLES, 2.15 MI (3.46 KM) EAST
 OO0064'ALONG FAI 90 FROM JCT OF FAI 90 AND TH 74 IN ST CHARLES, AT FAI 90 MP
 OO0064'235.0, 139 FT (42.4 M) NORTH OF WB FAI 90, 200 FT (61.0 M) EAST OF
 OO0064'DEAD END RD NORTH, AT FAI 90 STA 146+00, 0.2 FT (6.1 CM) NORTH OF R/W
 OO0064'FENCE, 0.7 FT (21.3 CM) SOUTH OF WIT POST, FLUSH, MAGNETIC AND
 OO0064'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0065 ***********************************************************************
 OO0065  DESIGNATION -  8580 BJ
 OO0065  PID         -  OO0065
 OO0065  STATE/COUNTY-  MN/WINONA
 OO0065  USGS QUAD   -  ST CHARLES (1974)
 OO0065
 OO0065                         *CURRENT SURVEY CONTROL
 OO0065  ___________________________________________________________________
 OO0065* NAD 83(1986)-  43 56 36.     (N)    092 01 59.     (W)     SCALED    
 OO0065* NAVD 88     -       403.254  (meters)    1323.01   (feet)  ADJUSTED  
 OO0065  ___________________________________________________________________
 OO0065  GEOID HEIGHT-         -29.92  (meters)                     GEOID03
 OO0065  DYNAMIC HT  -         403.182 (meters)    1322.77  (feet)  COMP
 OO0065  MODELED GRAV-     980,429.1   (mgal)                       NAVD 88
 OO0065
 OO0065  VERT ORDER  -  SECOND    CLASS 0
 OO0065
 OO0065.The horizontal coordinates were scaled from a topographic map and have
 OO0065.an estimated accuracy of +/- 6 seconds.
 OO0065
 OO0065.The orthometric height was determined by differential leveling
 OO0065.and adjusted by the National Geodetic Survey in June 1991..
 OO0065
 OO0065.The geoid height was determined by GEOID03.
 OO0065
 OO0065.The dynamic height is computed by dividing the NAVD 88
 OO0065.geopotential number by the normal gravity value computed on the
 OO0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0065.degrees latitude (g = 980.6199 gals.).
 OO0065
 OO0065.The modeled gravity was interpolated from observed gravity values.
 OO0065
 OO0065;                    North         East    Units  Estimated Accuracy
 OO0065;SPC MN S     -   206,720.      957,890.      MT  (+/- 180 meters Scaled)
 OO0065
 OO0065                          SUPERSEDED SURVEY CONTROL
 OO0065
 OO0065  NGVD 29 (??/??/92)  403.242  (m)         1322.97   (f) ADJ UNCH    2 0
 OO0065
 OO0065.Superseded values are not recommended for survey control.
 OO0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0065.See file dsdata.txt to determine how the superseded data were derived.
 OO0065
 OO0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ775660(NAD 83)
 OO0065_MARKER: DD = SURVEY DISK
 OO0065_SETTING: 0 = UNSPECIFIED SETTING
 OO0065_STAMPING: 8580 BJ 1969
 OO0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0065
 OO0065  HISTORY     - Date     Condition        Report By
 OO0065  HISTORY     - 1969     MONUMENTED       MNDT
 OO0065
 OO0065                          STATION DESCRIPTION
 OO0065
 OO0065'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0065'2.3 MI SE FROM ST CHARLES.
 OO0065'ABOUT 0.1 MILES WEST OF A DEAD END ROAD NORTH (COUNTY ROAD 119) ON THE
 OO0065'NORTH R/W OF FAI 90 AT STATION 130+00, 1 FOOT SOUTH OF A STEEL WITNESS
 OO0065'POST AND FLUSH WITH THE GROUND.  MARK IS LOCATED IN THE NW 1/4 SECTION
 OO0065'33, T 106N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0067 ***********************************************************************
 OO0067  DESIGNATION -  8580 BL
 OO0067  PID         -  OO0067
 OO0067  STATE/COUNTY-  MN/WINONA
 OO0067  USGS QUAD   -  ST CHARLES (1974)
 OO0067
 OO0067                         *CURRENT SURVEY CONTROL
 OO0067  ___________________________________________________________________
 OO0067* NAD 83(1986)-  43 56 57.     (N)    092 02 36.     (W)     SCALED    
 OO0067* NAVD 88     -       402.758  (meters)    1321.38   (feet)  ADJUSTED  
 OO0067  ___________________________________________________________________
 OO0067  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 OO0067  DYNAMIC HT  -         402.687 (meters)    1321.15  (feet)  COMP
 OO0067  MODELED GRAV-     980,430.2   (mgal)                       NAVD 88
 OO0067
 OO0067  VERT ORDER  -  SECOND    CLASS 0
 OO0067
 OO0067.The horizontal coordinates were scaled from a topographic map and have
 OO0067.an estimated accuracy of +/- 6 seconds.
 OO0067
 OO0067.The orthometric height was determined by differential leveling
 OO0067.and adjusted by the National Geodetic Survey in June 1991..
 OO0067
 OO0067.The geoid height was determined by GEOID03.
 OO0067
 OO0067.The dynamic height is computed by dividing the NAVD 88
 OO0067.geopotential number by the normal gravity value computed on the
 OO0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0067.degrees latitude (g = 980.6199 gals.).
 OO0067
 OO0067.The modeled gravity was interpolated from observed gravity values.
 OO0067
 OO0067;                    North         East    Units  Estimated Accuracy
 OO0067;SPC MN S     -   207,340.      957,050.      MT  (+/- 180 meters Scaled)
 OO0067
 OO0067                          SUPERSEDED SURVEY CONTROL
 OO0067
 OO0067  NGVD 29 (??/??/92)  402.746  (m)         1321.34   (f) ADJ UNCH    2 0
 OO0067
 OO0067.Superseded values are not recommended for survey control.
 OO0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0067.See file dsdata.txt to determine how the superseded data were derived.
 OO0067
 OO0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ767666(NAD 83)
 OO0067_MARKER: DD = SURVEY DISK
 OO0067_SETTING: 0 = UNSPECIFIED SETTING
 OO0067_STAMPING: 8580 BL 1969
 OO0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0067
 OO0067  HISTORY     - Date     Condition        Report By
 OO0067  HISTORY     - 1969     MONUMENTED       MNDT
 OO0067
 OO0067                          STATION DESCRIPTION
 OO0067
 OO0067'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0067'1.5 MI SE FROM ST CHARLES.
 OO0067'ABOUT 1.1 MILES EAST OF TH 74, ON THE NORTH R/W LINE OF FAI 90 AT
 OO0067'STATION 96+00, 1 FOOT SOUTH OF A STEEL WITNESS POST AND FLUSH WITH THE
 OO0067'GROUND.  MARK IS LOCATED IN THE SE 1/4 SECTION 29, T 106N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0068 ***********************************************************************
 OO0068  DESIGNATION -  8580 BM
 OO0068  PID         -  OO0068
 OO0068  STATE/COUNTY-  MN/WINONA
 OO0068  USGS QUAD   -  ST CHARLES (1974)
 OO0068
 OO0068                         *CURRENT SURVEY CONTROL
 OO0068  ___________________________________________________________________
 OO0068* NAD 83(1986)-  43 57 03.     (N)    092 02 49.     (W)     SCALED    
 OO0068* NAVD 88     -       401.851  (meters)    1318.41   (feet)  ADJUSTED  
 OO0068  ___________________________________________________________________
 OO0068  GEOID HEIGHT-         -29.91  (meters)                     GEOID03
 OO0068  DYNAMIC HT  -         401.781 (meters)    1318.18  (feet)  COMP
 OO0068  MODELED GRAV-     980,430.6   (mgal)                       NAVD 88
 OO0068
 OO0068  VERT ORDER  -  SECOND    CLASS 0
 OO0068
 OO0068.The horizontal coordinates were scaled from a topographic map and have
 OO0068.an estimated accuracy of +/- 6 seconds.
 OO0068
 OO0068.The orthometric height was determined by differential leveling
 OO0068.and adjusted by the National Geodetic Survey in June 1991..
 OO0068
 OO0068.The geoid height was determined by GEOID03.
 OO0068
 OO0068.The dynamic height is computed by dividing the NAVD 88
 OO0068.geopotential number by the normal gravity value computed on the
 OO0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0068.degrees latitude (g = 980.6199 gals.).
 OO0068
 OO0068.The modeled gravity was interpolated from observed gravity values.
 OO0068
 OO0068;                    North         East    Units  Estimated Accuracy
 OO0068;SPC MN S     -   207,520.      956,760.      MT  (+/- 180 meters Scaled)
 OO0068
 OO0068                          SUPERSEDED SURVEY CONTROL
 OO0068
 OO0068  NGVD 29 (??/??/92)  401.840  (m)         1318.37   (f) ADJ UNCH    2 0
 OO0068
 OO0068.Superseded values are not recommended for survey control.
 OO0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0068.See file dsdata.txt to determine how the superseded data were derived.
 OO0068
 OO0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ764668(NAD 83)
 OO0068_MARKER: DD = SURVEY DISK
 OO0068_SETTING: 0 = UNSPECIFIED SETTING
 OO0068_STAMPING: 8580 BM 1969
 OO0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0068
 OO0068  HISTORY     - Date     Condition        Report By
 OO0068  HISTORY     - 1969     MONUMENTED       MNDT
 OO0068  HISTORY     - 1974     MARK NOT FOUND   USGS
 OO0068
 OO0068                          STATION DESCRIPTION
 OO0068
 OO0068'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0068'1.0 MI SW FROM ST CHARLES.
 OO0068'ABOUT 0.2 MILES EAST OF A DEADEND ROAD NORTH, ON THE NORTH R/W OF FAI
 OO0068'90 AT STATION 85+00, 1 FOOT SOUTH OF A STEEL WITNESS POST AND FLUSH
 OO0068'WITH THE GROUND.  MARK IS LOCATED IN THE SE 1/4 SECTION 29, T 106N, R
 OO0068'10W.
 OO0068
 OO0068                          STATION RECOVERY (1974)
 OO0068
 OO0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OO0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0069 ***********************************************************************
 OO0069  DESIGNATION -  8580 BN
 OO0069  PID         -  OO0069
 OO0069  STATE/COUNTY-  MN/WINONA
 OO0069  USGS QUAD   -  ST CHARLES (1974)
 OO0069
 OO0069                         *CURRENT SURVEY CONTROL
 OO0069  ___________________________________________________________________
 OO0069* NAD 83(1986)-  43 57 06.     (N)    092 03 10.     (W)     SCALED    
 OO0069* NAVD 88     -       400.017  (meters)    1312.39   (feet)  ADJUSTED  
 OO0069  ___________________________________________________________________
 OO0069  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 OO0069  DYNAMIC HT  -         399.946 (meters)    1312.16  (feet)  COMP
 OO0069  MODELED GRAV-     980,430.8   (mgal)                       NAVD 88
 OO0069
 OO0069  VERT ORDER  -  SECOND    CLASS 0
 OO0069
 OO0069.The horizontal coordinates were scaled from a topographic map and have
 OO0069.an estimated accuracy of +/- 6 seconds.
 OO0069
 OO0069.The orthometric height was determined by differential leveling
 OO0069.and adjusted by the National Geodetic Survey in June 1991..
 OO0069
 OO0069.The geoid height was determined by GEOID03.
 OO0069
 OO0069.The dynamic height is computed by dividing the NAVD 88
 OO0069.geopotential number by the normal gravity value computed on the
 OO0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0069.degrees latitude (g = 980.6199 gals.).
 OO0069
 OO0069.The modeled gravity was interpolated from observed gravity values.
 OO0069
 OO0069;                    North         East    Units  Estimated Accuracy
 OO0069;SPC MN S     -   207,600.      956,290.      MT  (+/- 180 meters Scaled)
 OO0069
 OO0069                          SUPERSEDED SURVEY CONTROL
 OO0069
 OO0069  NGVD 29 (??/??/92)  400.006  (m)         1312.35   (f) ADJ UNCH    2 0
 OO0069
 OO0069.Superseded values are not recommended for survey control.
 OO0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0069.See file dsdata.txt to determine how the superseded data were derived.
 OO0069
 OO0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ760669(NAD 83)
 OO0069_MARKER: DD = SURVEY DISK
 OO0069_SETTING: 0 = UNSPECIFIED SETTING
 OO0069_STAMPING: 8580 BN 1969
 OO0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0069
 OO0069  HISTORY     - Date     Condition        Report By
 OO0069  HISTORY     - 1969     MONUMENTED       MNDT
 OO0069
 OO0069                          STATION DESCRIPTION
 OO0069
 OO0069'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0069'IN ST CHARLES.
 OO0069'ON THE SOUTH R/W LINE OF FAI 90 AT STATION 69+00, 1 FOOT NORTH OF A
 OO0069'STEEL WITNESS POST AND FLUSH WITH THE GROUND.  MARK IS LOCATED IN THE
 OO0069'SW 1/4 SECTION 29, T 106N, R 10W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0070 ***********************************************************************
 OO0070  DESIGNATION -  8580 BP
 OO0070  PID         -  OO0070
 OO0070  STATE/COUNTY-  MN/WINONA
 OO0070  USGS QUAD   -  ST CHARLES (1974)
 OO0070
 OO0070                         *CURRENT SURVEY CONTROL
 OO0070  ___________________________________________________________________
 OO0070* NAD 83(1986)-  43 57 08.     (N)    092 03 28.     (W)     SCALED    
 OO0070* NAVD 88     -       398.243  (meters)    1306.57   (feet)  ADJUSTED  
 OO0070  ___________________________________________________________________
 OO0070  GEOID HEIGHT-         -29.90  (meters)                     GEOID03
 OO0070  DYNAMIC HT  -         398.173 (meters)    1306.34  (feet)  COMP
 OO0070  MODELED GRAV-     980,430.9   (mgal)                       NAVD 88
 OO0070
 OO0070  VERT ORDER  -  SECOND    CLASS 0
 OO0070
 OO0070.The horizontal coordinates were scaled from a topographic map and have
 OO0070.an estimated accuracy of +/- 6 seconds.
 OO0070
 OO0070.The orthometric height was determined by differential leveling
 OO0070.and adjusted by the National Geodetic Survey in June 1991..
 OO0070
 OO0070.The geoid height was determined by GEOID03.
 OO0070
 OO0070.The dynamic height is computed by dividing the NAVD 88
 OO0070.geopotential number by the normal gravity value computed on the
 OO0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0070.degrees latitude (g = 980.6199 gals.).
 OO0070
 OO0070.The modeled gravity was interpolated from observed gravity values.
 OO0070
 OO0070;                    North         East    Units  Estimated Accuracy
 OO0070;SPC MN S     -   207,660.      955,880.      MT  (+/- 180 meters Scaled)
 OO0070
 OO0070                          SUPERSEDED SURVEY CONTROL
 OO0070
 OO0070  NGVD 29 (??/??/92)  398.232  (m)         1306.53   (f) ADJ UNCH    2 0
 OO0070
 OO0070.Superseded values are not recommended for survey control.
 OO0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0070.See file dsdata.txt to determine how the superseded data were derived.
 OO0070
 OO0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ756669(NAD 83)
 OO0070_MARKER: DD = SURVEY DISK
 OO0070_SETTING: 0 = UNSPECIFIED SETTING
 OO0070_STAMPING: 8580 BP 1969
 OO0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0070
 OO0070  HISTORY     - Date     Condition        Report By
 OO0070  HISTORY     - 1969     MONUMENTED       MNDT
 OO0070  HISTORY     - 1974     MARK NOT FOUND   USGS
 OO0070
 OO0070                          STATION DESCRIPTION
 OO0070
 OO0070'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0070'0.9 MI S FROM ST CHARLES.
 OO0070'ON THE SOUTH R/W LINE OF FAI 90 AT STATION 60+00, 1 FOOT NORTH OF A
 OO0070'STEEL WITNESS POST AND FLUSH WITH THE GROUND.  MARK IS LOCATED IN THE
 OO0070'SE 1/4 SECTION 28, T 106N, R 10W.
 OO0070
 OO0070                          STATION RECOVERY (1974)
 OO0070
 OO0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OO0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0071 ***********************************************************************
 OO0071  DESIGNATION -  8580 BQ
 OO0071  PID         -  OO0071
 OO0071  STATE/COUNTY-  MN/WINONA
 OO0071  USGS QUAD   -  ST CHARLES (1974)
 OO0071
 OO0071                         *CURRENT SURVEY CONTROL
 OO0071  ___________________________________________________________________
 OO0071* NAD 83(1986)-  43 57 08.     (N)    092 03 54.     (W)     SCALED    
 OO0071* NAVD 88     -       404.725  (meters)    1327.84   (feet)  ADJUSTED  
 OO0071  ___________________________________________________________________
 OO0071  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 OO0071  DYNAMIC HT  -         404.654 (meters)    1327.60  (feet)  COMP
 OO0071  MODELED GRAV-     980,430.9   (mgal)                       NAVD 88
 OO0071
 OO0071  VERT ORDER  -  SECOND    CLASS 0
 OO0071
 OO0071.The horizontal coordinates were scaled from a topographic map and have
 OO0071.an estimated accuracy of +/- 6 seconds.
 OO0071
 OO0071.The orthometric height was determined by differential leveling
 OO0071.and adjusted by the National Geodetic Survey in June 1991..
 OO0071
 OO0071.The geoid height was determined by GEOID03.
 OO0071
 OO0071.The dynamic height is computed by dividing the NAVD 88
 OO0071.geopotential number by the normal gravity value computed on the
 OO0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0071.degrees latitude (g = 980.6199 gals.).
 OO0071
 OO0071.The modeled gravity was interpolated from observed gravity values.
 OO0071
 OO0071;                    North         East    Units  Estimated Accuracy
 OO0071;SPC MN S     -   207,640.      955,300.      MT  (+/- 180 meters Scaled)
 OO0071
 OO0071                          SUPERSEDED SURVEY CONTROL
 OO0071
 OO0071  NGVD 29 (??/??/92)  404.715  (m)         1327.80   (f) ADJ UNCH    2 0
 OO0071
 OO0071.Superseded values are not recommended for survey control.
 OO0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0071.See file dsdata.txt to determine how the superseded data were derived.
 OO0071
 OO0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ750669(NAD 83)
 OO0071_MARKER: DD = SURVEY DISK
 OO0071_SETTING: 0 = UNSPECIFIED SETTING
 OO0071_STAMPING: 8580 BQ 1969
 OO0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0071+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1999
 OO0071
 OO0071  HISTORY     - Date     Condition        Report By
 OO0071  HISTORY     - 1969     MONUMENTED       MNHD
 OO0071  HISTORY     - 1974     MARK NOT FOUND   USGS
 OO0071  HISTORY     - 19990729 MARK NOT FOUND   MNDT
 OO0071
 OO0071                          STATION DESCRIPTION
 OO0071
 OO0071'DESCRIBED BY MN HIGHWAY DEPT 1969
 OO0071'0.9 MI S FROM ST CHARLES.
 OO0071'ON THE SOUTH R/W LINE OF FAI 90 AT STATION 25+85, 50 FEET WEST OF TH
 OO0071'74 CENTER LINE AND PROJECTS ABOUT 2 INCHES ABOVE GROUND.  MARK IS
 OO0071'LOCATED IN THE SE 1/4 SECTION 28, T 106N, R 10W.
 OO0071
 OO0071                          STATION RECOVERY (1974)
 OO0071
 OO0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OO0071'MARK NOT FOUND.
 OO0071
 OO0071                          STATION RECOVERY (1999)
 OO0071
 OO0071'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 OO0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO1623 ***********************************************************************
 OO1623  DESIGNATION -  8580 BQ 1 RESET
 OO1623  PID         -  OO1623
 OO1623  STATE/COUNTY-  MN/WINONA
 OO1623  USGS QUAD   -  ST CHARLES (1974)
 OO1623
 OO1623                         *CURRENT SURVEY CONTROL
 OO1623  ___________________________________________________________________
 OO1623* NAD 83(1986)-  43 57 08.     (N)    092 03 51.     (W)     SCALED    
 OO1623* NAVD 88     -       406.241  (meters)    1332.81   (feet)  ADJUSTED  
 OO1623  ___________________________________________________________________
 OO1623  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 OO1623  DYNAMIC HT  -         406.170 (meters)    1332.58  (feet)  COMP
 OO1623  MODELED GRAV-     980,430.9   (mgal)                       NAVD 88
 OO1623
 OO1623  VERT ORDER  -  SECOND    CLASS I
 OO1623
 OO1623.The horizontal coordinates were scaled from a topographic map and have
 OO1623.an estimated accuracy of +/- 6 seconds.
 OO1623
 OO1623.The orthometric height was determined by differential leveling
 OO1623.and adjusted by the National Geodetic Survey in February 2005..
 OO1623
 OO1623.The geoid height was determined by GEOID03.
 OO1623
 OO1623.The dynamic height is computed by dividing the NAVD 88
 OO1623.geopotential number by the normal gravity value computed on the
 OO1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1623.degrees latitude (g = 980.6199 gals.).
 OO1623
 OO1623.The modeled gravity was interpolated from observed gravity values.
 OO1623
 OO1623;                    North         East    Units  Estimated Accuracy
 OO1623;SPC MN S     -   207,640.      955,370.      MT  (+/- 180 meters Scaled)
 OO1623
 OO1623                          SUPERSEDED SURVEY CONTROL
 OO1623
 OO1623  NAVD 88 (04/14/03)  406.248  (m)         1332.83   (f) UNKNOWN     3 0
 OO1623  NGVD 29 (04/14/03)  406.24   (m)         1332.8    (f) RESET       3  
 OO1623
 OO1623.Superseded values are not recommended for survey control.
 OO1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1623.See file dsdata.txt to determine how the superseded data were derived.
 OO1623
 OO1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ750669(NAD 83)
 OO1623_MARKER: DB = BENCH MARK DISK
 OO1623_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1623_SP_SET: BRIDGE ABUTMENT
 OO1623_STAMPING: 8580 BQ 1 1970 1982
 OO1623_MARK LOGO: MNDT  
 OO1623_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OO1623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1623+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1999
 OO1623
 OO1623  HISTORY     - Date     Condition        Report By
 OO1623  HISTORY     - 1982     MONUMENTED       MNDT
 OO1623  HISTORY     - 19990728 GOOD             MNDT
 OO1623
 OO1623                          STATION DESCRIPTION
 OO1623
 OO1623'DESCRIBED BY MN DEPT OF TRANSP 1982
 OO1623'0.8 MILES EAST OF THE WINONA-OLMSTED COUNTY LINE, AT WEST BOUND TRUNK
 OO1623'HIGHWAY 90 OVER TRUNK HIGHWAY 74, IN THE SOUTHEAST CORNER OF BRIDGE
 OO1623'85817.
 OO1623
 OO1623                          STATION RECOVERY (1999)
 OO1623
 OO1623'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 OO1623'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0073 ***********************************************************************
 OO0073  DESIGNATION -  8580 BR
 OO0073  PID         -  OO0073
 OO0073  STATE/COUNTY-  MN/WINONA
 OO0073  USGS QUAD   -  ST CHARLES (1974)
 OO0073
 OO0073                         *CURRENT SURVEY CONTROL
 OO0073  ___________________________________________________________________
 OO0073* NAD 83(1986)-  43 57 06.     (N)    092 04 14.     (W)     SCALED    
 OO0073* NAVD 88     -       404.366  (meters)    1326.66   (feet)  ADJUSTED  
 OO0073  ___________________________________________________________________
 OO0073  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 OO0073  DYNAMIC HT  -         404.295 (meters)    1326.42  (feet)  COMP
 OO0073  MODELED GRAV-     980,430.9   (mgal)                       NAVD 88
 OO0073
 OO0073  VERT ORDER  -  SECOND    CLASS 0
 OO0073
 OO0073.The horizontal coordinates were scaled from a topographic map and have
 OO0073.an estimated accuracy of +/- 6 seconds.
 OO0073
 OO0073.The orthometric height was determined by differential leveling
 OO0073.and adjusted by the National Geodetic Survey in June 1991..
 OO0073
 OO0073.The geoid height was determined by GEOID03.
 OO0073
 OO0073.The dynamic height is computed by dividing the NAVD 88
 OO0073.geopotential number by the normal gravity value computed on the
 OO0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0073.degrees latitude (g = 980.6199 gals.).
 OO0073
 OO0073.The modeled gravity was interpolated from observed gravity values.
 OO0073
 OO0073;                    North         East    Units  Estimated Accuracy
 OO0073;SPC MN S     -   207,570.      954,860.      MT  (+/- 180 meters Scaled)
 OO0073
 OO0073                          SUPERSEDED SURVEY CONTROL
 OO0073
 OO0073  NGVD 29 (??/??/92)  404.355  (m)         1326.62   (f) ADJ UNCH    2 0
 OO0073
 OO0073.Superseded values are not recommended for survey control.
 OO0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0073.See file dsdata.txt to determine how the superseded data were derived.
 OO0073
 OO0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ745669(NAD 83)
 OO0073_MARKER: DD = SURVEY DISK
 OO0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0073_SP_SET: MONUMENT
 OO0073_STAMPING: 8580-BR
 OO0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0073+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2001
 OO0073
 OO0073  HISTORY     - Date     Condition        Report By
 OO0073  HISTORY     - 1970     MONUMENTED       MNHD
 OO0073  HISTORY     - 1970     GOOD             MNDT
 OO0073  HISTORY     - 1974     MARK NOT FOUND   USGS
 OO0073  HISTORY     - 20010308 MARK NOT FOUND   MNDT
 OO0073
 OO0073                          STATION DESCRIPTION
 OO0073
 OO0073'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0073'1.0 MI S FROM ST CHARLES.
 OO0073'MARK IS LOCATED 0.6 MILES EAST OF THE WINONA-OLMSTED COUNTY LINE, 0.3
 OO0073'MILES WEST OF T.H. 74, 100 FEET SOUTH OF FAI 90 EASTBOUND CENTERLINE,
 OO0073'60 FEET EAST OF A TOWNSHIP ROAD (DEAD-END) 1 FOOT NORTH OF A STEEL
 OO0073'WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET
 OO0073'FLUSH WITH THE GROUND.  SE 1/4 SECTION 30, T 106N, R 10W.
 OO0073
 OO0073                          STATION RECOVERY (1974)
 OO0073
 OO0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OO0073'MARK NOT FOUND.
 OO0073
 OO0073                          STATION RECOVERY (2001)
 OO0073
 OO0073'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 OO0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OO0074 ***********************************************************************
 OO0074  DESIGNATION -  8580 BS
 OO0074  PID         -  OO0074
 OO0074  STATE/COUNTY-  MN/WINONA
 OO0074  USGS QUAD   -  ST CHARLES (1974)
 OO0074
 OO0074                         *CURRENT SURVEY CONTROL
 OO0074  ___________________________________________________________________
 OO0074* NAD 83(1986)-  43 57 06.     (N)    092 04 35.     (W)     SCALED    
 OO0074* NAVD 88     -       403.561  (meters)    1324.02   (feet)  ADJUSTED  
 OO0074  ___________________________________________________________________
 OO0074  GEOID HEIGHT-         -29.89  (meters)                     GEOID03
 OO0074  DYNAMIC HT  -         403.490 (meters)    1323.78  (feet)  COMP
 OO0074  MODELED GRAV-     980,430.9   (mgal)                       NAVD 88
 OO0074
 OO0074  VERT ORDER  -  SECOND    CLASS I
 OO0074
 OO0074.The horizontal coordinates were scaled from a topographic map and have
 OO0074.an estimated accuracy of +/- 6 seconds.
 OO0074
 OO0074.The orthometric height was determined by differential leveling
 OO0074.and adjusted by the National Geodetic Survey in February 2005..
 OO0074
 OO0074.The geoid height was determined by GEOID03.
 OO0074
 OO0074.The dynamic height is computed by dividing the NAVD 88
 OO0074.geopotential number by the normal gravity value computed on the
 OO0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0074.degrees latitude (g = 980.6199 gals.).
 OO0074
 OO0074.The modeled gravity was interpolated from